














                                  SURVEY CONTROL DATA
                                
                             STATE=NJ
                             [OCTOBER  9, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7012 ***********************************************************************
 KV7012  DESIGNATION -  0001
 KV7012  PID         -  KV7012
 KV7012  STATE/COUNTY-  NJ/OCEAN
 KV7012  USGS QUAD   -  POINT PLEASANT (1989)
 KV7012
 KV7012                         *CURRENT SURVEY CONTROL
 KV7012  ___________________________________________________________________
 KV7012* NAD 83(1996)-  40 00 38.24520(N)    074 03 30.62558(W)     ADJUSTED  
 KV7012* NAVD 88     -         1.520  (meters)       4.99   (feet)  ADJUSTED  
 KV7012  ___________________________________________________________________
 KV7012  X           -   1,343,594.770 (meters)                     COMP
 KV7012  Y           -  -4,703,794.706 (meters)                     COMP
 KV7012  Z           -   4,078,868.853 (meters)                     COMP
 KV7012  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 KV7012  ELLIP HEIGHT-         -31.53  (meters)          (10/23/02) GPS OBS
 KV7012  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KV7012  DYNAMIC HT  -           1.519 (meters)       4.98  (feet)  COMP
 KV7012  MODELED GRAV-     980,160.8   (mgal)                       NAVD 88
 KV7012
 KV7012  HORZ ORDER  -  FIRST
 KV7012  VERT ORDER  -  FIRST     CLASS I
 KV7012  ELLP ORDER  -  FOURTH    CLASS I
 KV7012
 KV7012.The horizontal coordinates were established by GPS observations
 KV7012.and adjusted by the National Geodetic Survey in May 1999..
 KV7012
 KV7012.The orthometric height was determined by differential leveling
 KV7012.and adjusted by the National Geodetic Survey in March 2001..
 KV7012.No vertical observational check was made to the station.
 KV7012
 KV7012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7012
 KV7012.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7012
 KV7012.The ellipsoidal height was determined by GPS observations
 KV7012.and is referenced to NAD 83.
 KV7012
 KV7012.The geoid height was determined by GEOID03.
 KV7012
 KV7012.The dynamic height is computed by dividing the NAVD 88
 KV7012.geopotential number by the normal gravity value computed on the
 KV7012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV7012.degrees latitude (g = 980.6199 gals.).
 KV7012
 KV7012.The modeled gravity was interpolated from observed gravity values.
 KV7012
 KV7012;                    North         East     Units Scale Factor Converg.
 KV7012;SPC NJ       -   130,787.250   187,691.234   MT  0.99991748   +0 17 01.9
 KV7012;SPC NJ       -   429,091.17    615,783.66   sFT  0.99991748   +0 17 01.9
 KV7012;UTM  18      - 4,429,360.821   580,353.730   MT  0.99967948   +0 36 19.2
 KV7012
 KV7012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7012!SPC NJ       -   1.00000495  x   0.99991748  =   0.99992243
 KV7012!UTM  18      -   1.00000495  x   0.99967948  =   0.99968442
 KV7012
 KV7012                          SUPERSEDED SURVEY CONTROL
 KV7012
 KV7012  ELLIP H (05/14/99)  -31.55   (m)                       GP(       ) 4 1
 KV7012  NAD 83(1986)-  40 00 38.24630(N)    074 03 30.63039(W) AD(       ) 1
 KV7012
 KV7012.Superseded values are not recommended for survey control.
 KV7012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7012.See file dsdata.txt to determine how the superseded data were derived.
 KV7012
 KV7012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8035429361(NAD 83)
 KV7012_MARKER: DD = SURVEY DISK
 KV7012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7012_SP_SET: CONCRETE POST
 KV7012_STAMPING: MUA-01-93
 KV7012_MARK LOGO: NONE  
 KV7012_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7012+STABILITY: SURFACE MOTION
 KV7012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7012+SATELLITE: SATELLITE OBSERVATIONS - May 29, 1998
 KV7012
 KV7012  HISTORY     - Date     Condition        Report By
 KV7012  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7012  HISTORY     - 19980529 GOOD             NJGS
 KV7012
 KV7012                          STATION DESCRIPTION
 KV7012
 KV7012'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7012'STATION IS LOCATED 0.6 MI (0.97 KM) NORTH ALONG OCEAN BLVD.(STATE
 KV7012'HIGHWAY 35)FROM THE POST OFFICE AT NORMANDY BEACH.
 KV7012'STATION MARK IS SET IN THE TOP OF A 0.5 FT (0.15 M) SQUARE CONCRETE
 KV7012'MONUMENT SET FLUSH WITH THE GROUND. IT IS 138 FT (42.06 M) SOUTH OF
 KV7012'THE CENTERLINE OF FABER LANE, 7.3 FT (2.23 M) WEST OF THE EDGE OF
 KV7012'PAVE OF OCEAN BLVD., 33 FT (10.06 M) NORTH OF POWER POLE BT 5963 BK,
 KV7012'73 FT (22.25 M) SOUTH OF POWER POLE BT 5962 BK AND 56.35 FT
 KV7012'(17.18 M) WEST OF U.S.C.G. BENCH MARK G-69.
 KV7012
 KV7012                          STATION RECOVERY (1998)
 KV7012
 KV7012'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV7012'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7013 ***********************************************************************
 KV7013  DESIGNATION -  0002
 KV7013  PID         -  KV7013
 KV7013  STATE/COUNTY-  NJ/OCEAN
 KV7013  USGS QUAD   -  POINT PLEASANT (1989)
 KV7013
 KV7013                         *CURRENT SURVEY CONTROL
 KV7013  ___________________________________________________________________
 KV7013* NAD 83(1996)-  40 02 41.00634(N)    074 04 41.43494(W)     ADJUSTED  
 KV7013* NAVD 88     -         2.2    (meters)       7.     (feet)  GPS OBS   
 KV7013  ___________________________________________________________________
 KV7013  X           -   1,341,312.026 (meters)                     COMP
 KV7013  Y           -  -4,701,914.438 (meters)                     COMP
 KV7013  Z           -   4,081,768.633 (meters)                     COMP
 KV7013  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 KV7013  ELLIP HEIGHT-         -30.80  (meters)          (10/23/02) GPS OBS
 KV7013  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV7013
 KV7013  HORZ ORDER  -  FIRST
 KV7013  ELLP ORDER  -  FOURTH    CLASS I
 KV7013
 KV7013.The horizontal coordinates were established by GPS observations
 KV7013.and adjusted by the National Geodetic Survey in May 1999..
 KV7013
 KV7013.The orthometric height was determined by GPS observations and a
 KV7013.high-resolution geoid model.
 KV7013
 KV7013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7013
 KV7013.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7013
 KV7013.The ellipsoidal height was determined by GPS observations
 KV7013.and is referenced to NAD 83.
 KV7013
 KV7013.The geoid height was determined by GEOID03.
 KV7013
 KV7013;                    North         East     Units Scale Factor Converg.
 KV7013;SPC NJ       -   134,565.090   185,994.092   MT  0.99991594   +0 16 17.0
 KV7013;SPC NJ       -   441,485.63    610,215.62   sFT  0.99991594   +0 16 17.0
 KV7013;UTM  18      - 4,433,128.175   578,635.820   MT  0.99967612   +0 35 35.2
 KV7013
 KV7013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7013!SPC NJ       -   1.00000483  x   0.99991594  =   0.99992077
 KV7013!UTM  18      -   1.00000483  x   0.99967612  =   0.99968095
 KV7013
 KV7013:                Primary Azimuth Mark                     Grid Az
 KV7013:SPC NJ       -  15 M 2                                   213 11 36.8
 KV7013:UTM  18      -  15 M 2                                   212 52 18.6
 KV7013
 KV7013|---------------------------------------------------------------------|
 KV7013| PID    Reference Object                     Distance      Geod. Az  |
 KV7013|                                                           dddmmss.s |
 KV7013| KV6779 15 M 2                              414.089 METERS 2132753.8 |
 KV7013|---------------------------------------------------------------------|
 KV7013
 KV7013                          SUPERSEDED SURVEY CONTROL
 KV7013
 KV7013  ELLIP H (05/14/99)  -30.82   (m)                       GP(       ) 4 1
 KV7013  NAD 83(1986)-  40 02 41.00696(N)    074 04 41.43963(W) AD(       ) 1
 KV7013
 KV7013.Superseded values are not recommended for survey control.
 KV7013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7013.See file dsdata.txt to determine how the superseded data were derived.
 KV7013
 KV7013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7863633128(NAD 83)
 KV7013_MARKER: DD = SURVEY DISK
 KV7013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7013_SP_SET: CONCRETE POST
 KV7013_STAMPING: MUA-02-93
 KV7013_MARK LOGO: BRICKT
 KV7013_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7013+STABILITY: SURFACE MOTION
 KV7013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7013+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7013
 KV7013  HISTORY     - Date     Condition        Report By
 KV7013  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7013
 KV7013                          STATION DESCRIPTION
 KV7013
 KV7013'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7013'STATION IS LOCATED ON THE GROUNDS OF THE OCEAN COUNTY UTILITIES
 KV7013'AUTHORITY NORTHERN WATER POLLUTION CONTROL FACILITY.
 KV7013'TO REACH FROM THE INTERSECTION OF ROUTE 35 (OCEAN AVE.) AND ROUTE 528
 KV7013'GO WEST ON ROUTE 528 FOR 1.55 MI (2.49 KM) TO THE WEST ENTRANCE ROAD
 KV7013'TO THE POLLUTION CONTROL FACILITY AND THE STATION ON THE LEFT.
 KV7013'STATION MARK IS SET IN THE TOP OF A 0.5 FT (0.15 M) CONCRETE MONUMENT
 KV7013'SET FLUSH WITH THE GROUND. IT IS 7.72 FT (2.35 M) EAST OF THE EDGE OF
 KV7013'PAVE OF THE ENTRANCE ROAD, 109.25 FT (33.30 M) NORTHEAST OF UTILITY
 KV7013'POLE JC 3 BK, 105.35 FT (32.11 M) SOUTHEST OF UTILITY POLE JC 4 BK
 KV7013'AND 138.1 FT (42.09 M) SOUTHWEST OF UTILITY POLE JC 401 BK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7014 ***********************************************************************
 KV7014  DESIGNATION -  0003
 KV7014  PID         -  KV7014
 KV7014  STATE/COUNTY-  NJ/OCEAN
 KV7014  USGS QUAD   -  POINT PLEASANT (1989)
 KV7014
 KV7014                         *CURRENT SURVEY CONTROL
 KV7014  ___________________________________________________________________
 KV7014* NAD 83(1996)-  40 02 59.00610(N)    074 05 50.86887(W)     ADJUSTED  
 KV7014* NAVD 88     -         5.0    (meters)      16.     (feet)  GPS OBS   
 KV7014  ___________________________________________________________________
 KV7014  X           -   1,339,631.881 (meters)                     COMP
 KV7014  Y           -  -4,702,024.225 (meters)                     COMP
 KV7014  Z           -   4,082,195.430 (meters)                     COMP
 KV7014  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 KV7014  ELLIP HEIGHT-         -27.99  (meters)          (10/23/02) GPS OBS
 KV7014  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KV7014
 KV7014  HORZ ORDER  -  FIRST
 KV7014  ELLP ORDER  -  FOURTH    CLASS I
 KV7014
 KV7014.The horizontal coordinates were established by GPS observations
 KV7014.and adjusted by the National Geodetic Survey in May 1999..
 KV7014
 KV7014.The orthometric height was determined by GPS observations and a
 KV7014.high-resolution geoid model.
 KV7014
 KV7014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7014
 KV7014.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7014
 KV7014.The ellipsoidal height was determined by GPS observations
 KV7014.and is referenced to NAD 83.
 KV7014
 KV7014.The geoid height was determined by GEOID03.
 KV7014
 KV7014;                    North         East     Units Scale Factor Converg.
 KV7014;SPC NJ       -   135,112.590   184,345.806   MT  0.99991452   +0 15 32.5
 KV7014;SPC NJ       -   443,281.89    604,807.87   sFT  0.99991452   +0 15 32.5
 KV7014;UTM  18      - 4,433,666.280   576,984.883   MT  0.99967296   +0 34 50.8
 KV7014
 KV7014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7014!SPC NJ       -   1.00000439  x   0.99991452  =   0.99991891
 KV7014!UTM  18      -   1.00000439  x   0.99967296  =   0.99967735
 KV7014
 KV7014                          SUPERSEDED SURVEY CONTROL
 KV7014
 KV7014  ELLIP H (05/14/99)  -28.01   (m)                       GP(       ) 4 1
 KV7014  NAD 83(1986)-  40 02 59.00639(N)    074 05 50.87332(W) AD(       ) 1
 KV7014
 KV7014.Superseded values are not recommended for survey control.
 KV7014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7014.See file dsdata.txt to determine how the superseded data were derived.
 KV7014
 KV7014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7698533666(NAD 83)
 KV7014_MARKER: DD = SURVEY DISK
 KV7014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7014_SP_SET: CONCRETE POST
 KV7014_STAMPING: M.U.A.-03-93
 KV7014_MARK LOGO: BRICKT
 KV7014_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7014+STABILITY: SURFACE MOTION
 KV7014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7014+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7014
 KV7014  HISTORY     - Date     Condition        Report By
 KV7014  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7014
 KV7014                          STATION DESCRIPTION
 KV7014
 KV7014'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7014'STATION IS LOCATED ON THE SOUTH SIDE OF THE MATEDECONK RIVER AT EAGLE
 KV7014'POINT.
 KV7014'TO REACH FROM THE INTERSECTION OF ROUTE 35 (OCEAN AVE.) AND ROUTE 528
 KV7014'(MANTOLOKING ROAD HERBERT STREET) GO WEST ON ROUTE 528 FOR 2.6 MI
 KV7014'(4.18 KM) TO THE INTERSECTION WITH TALL TIMBERS DRIVE. TURN RIGHT ON
 KV7014'TALL TIMBERS DRIVE FOR 0.3 MI (0.48 KM) TO THE INTERSECTION WITH EAST
 KV7014'VIEW DRIVE AND STATION ON RIGHT.
 KV7014'STATION MARK IS SET IN THE TOP OF A 0.5 FT (0.15 M) SQUARE CONCRETE
 KV7014'MONUMENT SET FLUSH WITH THE GROUND. IT IS 7.0 FT (2.13 M) EAST OF THE
 KV7014'EDGE OF PAVE OF TALL TIMBERS DRIVE, 45 FT (13.72 M) SOUTHEAST OF
 KV7014'UTILITY POLE 40406 BK, 29 FT (8.84 M) SOUTH OF AN UNNUMBERED UTILITY
 KV7014'POLE, 53 FT (16.15 M) SOUTH OF A MANHOLE AND 147.35 FT (44.91 M)
 KV7014'SOUTH OF U.S.C.G. STATION HORIZONTAL STATION CHILDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7015 ***********************************************************************
 KV7015  DESIGNATION -  0005
 KV7015  PID         -  KV7015
 KV7015  STATE/COUNTY-  NJ/OCEAN
 KV7015  USGS QUAD   -  POINT PLEASANT (1989)
 KV7015
 KV7015                         *CURRENT SURVEY CONTROL
 KV7015  ___________________________________________________________________
 KV7015* NAD 83(1996)-  40 01 16.28988(N)    074 06 28.18816(W)     ADJUSTED  
 KV7015* NAVD 88     -         0.4    (meters)       1.     (feet)  GPS OBS   
 KV7015  ___________________________________________________________________
 KV7015  X           -   1,339,338.190 (meters)                     COMP
 KV7015  Y           -  -4,704,223.127 (meters)                     COMP
 KV7015  Z           -   4,079,766.825 (meters)                     COMP
 KV7015  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 KV7015  ELLIP HEIGHT-         -32.62  (meters)          (10/23/02) GPS OBS
 KV7015  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV7015
 KV7015  HORZ ORDER  -  FIRST
 KV7015  ELLP ORDER  -  FOURTH    CLASS I
 KV7015
 KV7015.The horizontal coordinates were established by GPS observations
 KV7015.and adjusted by the National Geodetic Survey in May 1999..
 KV7015
 KV7015.The orthometric height was determined by GPS observations and a
 KV7015.high-resolution geoid model.
 KV7015
 KV7015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7015
 KV7015.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7015
 KV7015.The ellipsoidal height was determined by GPS observations
 KV7015.and is referenced to NAD 83.
 KV7015
 KV7015.The geoid height was determined by GEOID03.
 KV7015
 KV7015;                    North         East     Units Scale Factor Converg.
 KV7015;SPC NJ       -   131,940.855   183,475.248   MT  0.99991379   +0 15 07.9
 KV7015;SPC NJ       -   432,875.96    601,951.71   sFT  0.99991379   +0 15 07.9
 KV7015;UTM  18      - 4,430,490.478   576,132.351   MT  0.99967135   +0 34 25.5
 KV7015
 KV7015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7015!SPC NJ       -   1.00000512  x   0.99991379  =   0.99991891
 KV7015!UTM  18      -   1.00000512  x   0.99967135  =   0.99967647
 KV7015
 KV7015                          SUPERSEDED SURVEY CONTROL
 KV7015
 KV7015  ELLIP H (05/14/99)  -32.65   (m)                       GP(       ) 4 1
 KV7015  NAD 83(1986)-  40 01 16.28995(N)    074 06 28.19245(W) AD(       ) 1
 KV7015
 KV7015.Superseded values are not recommended for survey control.
 KV7015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7015.See file dsdata.txt to determine how the superseded data were derived.
 KV7015
 KV7015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7613230490(NAD 83)
 KV7015_MARKER: DD = SURVEY DISK
 KV7015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7015_SP_SET: CONCRETE POST
 KV7015_STAMPING: M.U.A.-05-93
 KV7015_MARK LOGO: BRICKT
 KV7015_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7015+STABILITY: SURFACE MOTION
 KV7015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7015+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7015
 KV7015  HISTORY     - Date     Condition        Report By
 KV7015  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7015
 KV7015                          STATION DESCRIPTION
 KV7015
 KV7015'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7015'STATION IS LOCATED IN BRICK TOWNSHIP AT SHORE ACRES SUBDIVISION ON THE
 KV7015'PROPERTY OF THE SHORE ACRES CLUB.
 KV7015'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 528 (CEDAR BRIDGE
 KV7015'AVE.) AND ROUTE 549 (BRICK BLVD.) GO SOUTH 0.6 MI (0.97 KM) ON ROUTE
 KV7015'549 TO THE INTERSECTION WITH DRUM POINT ROAD. TURN LEFT ON DRUM POINT
 KV7015'ROAD FOR 3.0 MI (4.83 KM) TO VANARD DRIVE. TURN RIGHT ON VANARD DRIVE
 KV7015'FOR 0.25 MI. TURN LEFT STILL WITH VANARD DRIVE FOR 0.25 MI (0.40 KM)
 KV7015'TO SHORE DRIVE. TURN LEFT ON SHORE DRIVE TO END OF ROAD AND STATION.
 KV7015'STATION MARK IS SET IN TOP OF A 0.5 FT (0.15 M) SQUARE CONCRETE
 KV7015'MONUMENT SET FLUSH WITH THE GROUND. IT IS 11.1 FT (3.38 M) WEST OF A
 KV7015'UTILITY POLE NEXT TO A WOODEN STOCKADE FENCE, 46.3 FT (14.11 M) EAST
 KV7015'OF THE NORTHEAST CORNER OF THE CLUB BUILDING AND 64.6 FT (19.69 M)
 KV7015'EAST OF THE SOUTHEAST CORNER OF THE CLUB BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7016 ***********************************************************************
 KV7016  DESIGNATION -  0006
 KV7016  PID         -  KV7016
 KV7016  STATE/COUNTY-  NJ/OCEAN
 KV7016  USGS QUAD   -  POINT PLEASANT (1989)
 KV7016
 KV7016                         *CURRENT SURVEY CONTROL
 KV7016  ___________________________________________________________________
 KV7016* NAD 83(1996)-  40 02 02.08428(N)    074 06 04.63329(W)     ADJUSTED  
 KV7016* NAVD 88     -         4.5    (meters)      15.     (feet)  GPS OBS   
 KV7016  ___________________________________________________________________
 KV7016  X           -   1,339,627.395 (meters)                     COMP
 KV7016  Y           -  -4,703,199.479 (meters)                     COMP
 KV7016  Z           -   4,080,850.994 (meters)                     COMP
 KV7016  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 KV7016  ELLIP HEIGHT-         -28.55  (meters)          (10/23/02) GPS OBS
 KV7016  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KV7016
 KV7016  HORZ ORDER  -  FIRST
 KV7016  ELLP ORDER  -  FOURTH    CLASS I
 KV7016
 KV7016.The horizontal coordinates were established by GPS observations
 KV7016.and adjusted by the National Geodetic Survey in May 1999..
 KV7016
 KV7016.The orthometric height was determined by GPS observations and a
 KV7016.high-resolution geoid model.
 KV7016
 KV7016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7016
 KV7016.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7016
 KV7016.The ellipsoidal height was determined by GPS observations
 KV7016.and is referenced to NAD 83.
 KV7016
 KV7016.The geoid height was determined by GEOID03.
 KV7016
 KV7016;                    North         East     Units Scale Factor Converg.
 KV7016;SPC NJ       -   133,355.640   184,027.435   MT  0.99991425   +0 15 23.3
 KV7016;SPC NJ       -   437,517.63    603,763.34   sFT  0.99991425   +0 15 23.3
 KV7016;UTM  18      - 4,431,907.996   576,676.456   MT  0.99967238   +0 34 41.2
 KV7016
 KV7016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7016!SPC NJ       -   1.00000448  x   0.99991425  =   0.99991873
 KV7016!UTM  18      -   1.00000448  x   0.99967238  =   0.99967686
 KV7016
 KV7016                          SUPERSEDED SURVEY CONTROL
 KV7016
 KV7016  ELLIP H (05/14/99)  -28.57   (m)                       GP(       ) 4 1
 KV7016  NAD 83(1986)-  40 02 02.08430(N)    074 06 04.63774(W) AD(       ) 1
 KV7016
 KV7016.Superseded values are not recommended for survey control.
 KV7016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7016.See file dsdata.txt to determine how the superseded data were derived.
 KV7016
 KV7016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7667631908(NAD 83)
 KV7016_MARKER: DD = SURVEY DISK
 KV7016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7016_SP_SET: CONCRETE POST
 KV7016_STAMPING: M.U.A.-06-93
 KV7016_MARK LOGO: BRICKT
 KV7016_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7016+STABILITY: SURFACE MOTION
 KV7016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7016+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7016
 KV7016  HISTORY     - Date     Condition        Report By
 KV7016  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7016
 KV7016                          STATION DESCRIPTION
 KV7016
 KV7016'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7016'STATION IS LOCATED IN BRICK TOWNSHIP.
 KV7016'TO REACH STATION FROM THE INTERSECTION OF ROUTE 528 (CEDAR BRIDGE
 KV7016'AVE.) AND ROUTE 549 (BRICK BLVD.) GO SOUTH ON ROUTE 549 FOR 0.6 MI
 KV7016'(0.97 KM) TO THE INTERSECTION WITH DRUM POINT ROAD. TURN LEFT ON DRUM
 KV7016'POINT ROAD FOR 2.4 MI (3.86 KM) TO THE INTERSECTION WITH HAVENS COVE
 KV7016'ROAD AND THE STATION ON THE LEFT.
 KV7016'STATION MARK IS SET IN THE TOP OF A 0.5 FT (0.15 M) SQUARE CONCRETE
 KV7016'MONUMENT SET FLUSH WITH THE GROUND. IT IS 58.4 FT (17.80 M) EAST OF
 KV7016'UTILITY POLE BT 668 BK, 8.5 FT (2.59 M) WEST OF THE WEST SIDE OF A
 KV7016'STORM DRAIN INLET AND 38.2 FT (11.64 M) WEST OF THE WEST SIDE OF A
 KV7016'STORM DRAIN INLET ON THE NORTHEAST SIDE OF HAVENS COVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7017 ***********************************************************************
 KV7017  DESIGNATION -  0007
 KV7017  PID         -  KV7017
 KV7017  STATE/COUNTY-  NJ/OCEAN
 KV7017  USGS QUAD   -  LAKEWOOD (1989)
 KV7017
 KV7017                         *CURRENT SURVEY CONTROL
 KV7017  ___________________________________________________________________
 KV7017* NAD 83(1996)-  40 01 59.77466(N)    074 07 29.41192(W)     ADJUSTED  
 KV7017* NAVD 88     -         2.8    (meters)       9.     (feet)  GPS OBS   
 KV7017  ___________________________________________________________________
 KV7017  X           -   1,337,706.369 (meters)                     COMP
 KV7017  Y           -  -4,703,792.552 (meters)                     COMP
 KV7017  Z           -   4,080,795.390 (meters)                     COMP
 KV7017  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 KV7017  ELLIP HEIGHT-         -30.20  (meters)          (10/23/02) GPS OBS
 KV7017  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV7017
 KV7017  HORZ ORDER  -  FIRST
 KV7017  ELLP ORDER  -  FOURTH    CLASS I
 KV7017
 KV7017.The horizontal coordinates were established by GPS observations
 KV7017.and adjusted by the National Geodetic Survey in May 1999..
 KV7017
 KV7017.The orthometric height was determined by GPS observations and a
 KV7017.high-resolution geoid model.
 KV7017
 KV7017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7017
 KV7017.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7017
 KV7017.The ellipsoidal height was determined by GPS observations
 KV7017.and is referenced to NAD 83.
 KV7017
 KV7017.The geoid height was determined by GEOID03.
 KV7017
 KV7017;                    North         East     Units Scale Factor Converg.
 KV7017;SPC NJ       -   133,275.680   182,017.930   MT  0.99991262   +0 14 28.7
 KV7017;SPC NJ       -   437,255.29    597,170.49   sFT  0.99991262   +0 14 28.7
 KV7017;UTM  18      - 4,431,816.779   574,667.920   MT  0.99966863   +0 33 46.7
 KV7017
 KV7017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7017!SPC NJ       -   1.00000474  x   0.99991262  =   0.99991736
 KV7017!UTM  18      -   1.00000474  x   0.99966863  =   0.99967337
 KV7017
 KV7017                          SUPERSEDED SURVEY CONTROL
 KV7017
 KV7017  ELLIP H (05/14/99)  -30.22   (m)                       GP(       ) 4 1
 KV7017  NAD 83(1986)-  40 01 59.77459(N)    074 07 29.41618(W) AD(       ) 1
 KV7017
 KV7017.Superseded values are not recommended for survey control.
 KV7017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7017.See file dsdata.txt to determine how the superseded data were derived.
 KV7017
 KV7017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7466831817(NAD 83)
 KV7017_MARKER: DD = SURVEY DISK
 KV7017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7017_SP_SET: CONCRETE POST
 KV7017_STAMPING: M.U.A.-07-93
 KV7017_MARK LOGO: BRICKT
 KV7017_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7017+STABILITY: SURFACE MOTION
 KV7017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7017+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7017
 KV7017  HISTORY     - Date     Condition        Report By
 KV7017  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7017
 KV7017                          STATION DESCRIPTION
 KV7017
 KV7017'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7017'STATION IS LOCATED IN BRICK TOWNSHIP ON THE GROUNDS OF EDMUND H.
 KV7017'HIBBARD PARK.
 KV7017'TO REACH STATION FROM THE INTERSECTION OF ROUTE 528 (CEDAR BRIDGE
 KV7017'AVE.) AND ROUTE 549 (BRICK BLVD.), GO SOUTH ON ROUTE 549 FOR 0.55 MI
 KV7017'(0.89 KM) TO DRUM POINT ROAD. TURN LEFT ON DRUM POINT ROAD FOR 0.95
 KV7017'MI (1.53 KM) TO CHERRY QUAY ROAD. TURN RIGHT ON CHERRY QUAY ROAD FOR
 KV7017'0.95 MI (1.53 KM) TO TILLER ROAD. TURN LEFT ON TILLER ROAD FOR 0.15
 KV7017'MI (0.24 KM) TO MAST ROAD. TURN LEFT ON MAST ROAD FOR 0.05 MI
 KV7017'(0.08 KM) TO PARK ENTRANCE. PROCEED THROUGH AN UNLOCKED GATE FOR 0.05
 KV7017'MI (0.08 KM) TO STATION ON RIGHT.
 KV7017'STATION MARK IS SET IN THE TOP OF A 0.5 FT (0.15 M) SQUARE CONCRETE
 KV7017'MONUMENT SET FLUSH WITH THE GROUND. IT IS LOCATED 5.98 FT (1.82 M)
 KV7017'EAST OF THE SOUTHEAST CORNER OF A STORM DRAIN INLET, 5.62 FT (1.71 M)
 KV7017'EAST OF THE BACK EDGE OF A LANDSCAPING TIE ON THE EDGE OF PAVE, 41.95
 KV7017'FT (12.79 M) NORTHWEST OF THE NORTHWEST CORNER OF THE MAINTENANCE
 KV7017'BUILDING AND 17.87 FT (5.45 M) SOUTHWEST OF THE NORTHWEST CORNER OF
 KV7017'THE ASPHALT DRIVE LEADING TO THE MAINTENANCE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7018 ***********************************************************************
 KV7018  DESIGNATION -  0008
 KV7018  PID         -  KV7018
 KV7018  STATE/COUNTY-  NJ/OCEAN
 KV7018  USGS QUAD   -  LAKEWOOD (1989)
 KV7018
 KV7018                         *CURRENT SURVEY CONTROL
 KV7018  ___________________________________________________________________
 KV7018* NAD 83(1996)-  40 01 11.42263(N)    074 07 37.92929(W)     ADJUSTED  
 KV7018* NAVD 88     -         0.8    (meters)       3.     (feet)  GPS OBS   
 KV7018  ___________________________________________________________________
 KV7018  X           -   1,337,774.038 (meters)                     COMP
 KV7018  Y           -  -4,704,768.873 (meters)                     COMP
 KV7018  Z           -   4,079,652.131 (meters)                     COMP
 KV7018  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 KV7018  ELLIP HEIGHT-         -32.20  (meters)          (10/23/02) GPS OBS
 KV7018  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV7018
 KV7018  HORZ ORDER  -  FIRST
 KV7018  ELLP ORDER  -  FOURTH    CLASS I
 KV7018
 KV7018.The horizontal coordinates were established by GPS observations
 KV7018.and adjusted by the National Geodetic Survey in May 1999..
 KV7018
 KV7018.The orthometric height was determined by GPS observations and a
 KV7018.high-resolution geoid model.
 KV7018
 KV7018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7018
 KV7018.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7018
 KV7018.The ellipsoidal height was determined by GPS observations
 KV7018.and is referenced to NAD 83.
 KV7018
 KV7018.The geoid height was determined by GEOID03.
 KV7018
 KV7018;                    North         East     Units Scale Factor Converg.
 KV7018;SPC NJ       -   131,783.650   181,822.251   MT  0.99991246   +0 14 23.0
 KV7018;SPC NJ       -   432,360.19    596,528.50   sFT  0.99991246   +0 14 23.0
 KV7018;UTM  18      - 4,430,324.038   574,480.664   MT  0.99966829   +0 33 40.6
 KV7018
 KV7018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7018!SPC NJ       -   1.00000505  x   0.99991246  =   0.99991751
 KV7018!UTM  18      -   1.00000505  x   0.99966829  =   0.99967334
 KV7018
 KV7018                          SUPERSEDED SURVEY CONTROL
 KV7018
 KV7018  ELLIP H (05/14/99)  -32.22   (m)                       GP(       ) 4 1
 KV7018  NAD 83(1986)-  40 01 11.42270(N)    074 07 37.93352(W) AD(       ) 1
 KV7018
 KV7018.Superseded values are not recommended for survey control.
 KV7018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7018.See file dsdata.txt to determine how the superseded data were derived.
 KV7018
 KV7018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7448130324(NAD 83)
 KV7018_MARKER: DD = SURVEY DISK
 KV7018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7018_SP_SET: CONCRETE POST
 KV7018_STAMPING: M.U.A.-08-93
 KV7018_MARK LOGO: BRICKT
 KV7018_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7018+STABILITY: SURFACE MOTION
 KV7018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7018+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7018
 KV7018  HISTORY     - Date     Condition        Report By
 KV7018  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7018
 KV7018                          STATION DESCRIPTION
 KV7018
 KV7018'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7018'STATION IS LOCATED IN BRICK TOWNSHIP ON KETTLE CREEK.
 KV7018'TO REACH FROM THE INTERSECTION OF OLD HOOPER AVE. AND ROUTE 549 (BRICK
 KV7018'BLVD.) GO NORTH ON OLD HOOPER AVE. FOR 0.15 MI (0.24 KM) TO QUEEN
 KV7018'ANNE ROAD. TURN RIGHT ON QUEEN ANNE ROAD FOR 0.9 MI (1.45 KM) TO THE
 KV7018'END OF THE ROAD. THEN TURN RIGHT ON BAY WAY FOR 0.05 MI (0.08 KM) TO
 KV7018'STATION ON LEFT.
 KV7018'STATION MARK IS SET IN TOP OF A 0.5 FT (0.15 M) SQUARE CONCRETE
 KV7018'MONUMENT SET FLUSH WITH THE GROUND. IT IS LOCATED AT THE SOUTHWEST
 KV7018'CORNER OF A GRAVEL PARKING LOT FOR A PLAYGROUND NEAR THE CORNER OF
 KV7018'THE BULKHEAD AT KETTLE CREEK. IT IS 6.09 FT (1.86 M) FROM THE CORNER
 KV7018'OF THE BULKHEAD, 3.88 FT (1.18 M) NORTH OF AND PERPENDICULAR TO THE
 KV7018'SOUTH SIDE OF THE BULKHEAD, 4.14 FT (1.26 M) SOUTHWEST OF A 0.67 FT
 KV7018'(0.20 M) SQUARE CONCRETE POST AND 7.10 FT (2.16 M) SOUTHEAST OF A
 KV7018'0.67 FT (0.20 M) SQUARE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7019 ***********************************************************************
 KV7019  DESIGNATION -  0009
 KV7019  PID         -  KV7019
 KV7019  STATE/COUNTY-  NJ/OCEAN
 KV7019  USGS QUAD   -  LAKEWOOD (1989)
 KV7019
 KV7019                         *CURRENT SURVEY CONTROL
 KV7019  ___________________________________________________________________
 KV7019* NAD 83(1996)-  40 01 10.19082(N)    074 08 42.79728(W)     ADJUSTED  
 KV7019* NAVD 88     -         2.1    (meters)       7.     (feet)  GPS OBS   
 KV7019  ___________________________________________________________________
 KV7019  X           -   1,336,301.326 (meters)                     COMP
 KV7019  Y           -  -4,705,213.830 (meters)                     COMP
 KV7019  Z           -   4,079,623.884 (meters)                     COMP
 KV7019  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 KV7019  ELLIP HEIGHT-         -30.88  (meters)          (10/23/02) GPS OBS
 KV7019  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV7019
 KV7019  HORZ ORDER  -  FIRST
 KV7019  ELLP ORDER  -  FOURTH    CLASS I
 KV7019
 KV7019.The horizontal coordinates were established by GPS observations
 KV7019.and adjusted by the National Geodetic Survey in May 1999..
 KV7019
 KV7019.The orthometric height was determined by GPS observations and a
 KV7019.high-resolution geoid model.
 KV7019
 KV7019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7019
 KV7019.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7019
 KV7019.The ellipsoidal height was determined by GPS observations
 KV7019.and is referenced to NAD 83.
 KV7019
 KV7019.The geoid height was determined by GEOID03.
 KV7019
 KV7019;                    North         East     Units Scale Factor Converg.
 KV7019;SPC NJ       -   131,739.381   180,284.294   MT  0.99991129   +0 13 41.3
 KV7019;SPC NJ       -   432,214.95    591,482.72   sFT  0.99991129   +0 13 41.3
 KV7019;UTM  18      - 4,430,271.152   572,943.357   MT  0.99966550   +0 32 58.9
 KV7019
 KV7019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7019!SPC NJ       -   1.00000484  x   0.99991129  =   0.99991613
 KV7019!UTM  18      -   1.00000484  x   0.99966550  =   0.99967034
 KV7019
 KV7019                          SUPERSEDED SURVEY CONTROL
 KV7019
 KV7019  ELLIP H (05/14/99)  -30.90   (m)                       GP(       ) 4 1
 KV7019  NAD 83(1986)-  40 01 10.19089(N)    074 08 42.80151(W) AD(       ) 1
 KV7019
 KV7019.Superseded values are not recommended for survey control.
 KV7019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7019.See file dsdata.txt to determine how the superseded data were derived.
 KV7019
 KV7019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7294330271(NAD 83)
 KV7019_MARKER: DD = SURVEY DISK
 KV7019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7019_SP_SET: CONCRETE POST
 KV7019_STAMPING: M.U.A.-09-93
 KV7019_MARK LOGO: BRICKT
 KV7019_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7019+STABILITY: SURFACE MOTION
 KV7019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7019+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7019
 KV7019  HISTORY     - Date     Condition        Report By
 KV7019  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7019
 KV7019                          STATION DESCRIPTION
 KV7019
 KV7019'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7019'STATION IS LOCATED IN BRICK TOWNSHIP AT YORKTOWNE PLAZA SHOPPING
 KV7019'CENTER.
 KV7019'TO REACH FROM THE INTERSECTION OF ROUTE 549 (BRICK BLVD.) AND OLD
 KV7019'HOOPER AVE. GO SOUTH ON ROUTE 549 FOR 0.25 MI (0.40 KM) TO YORKTOWN
 KV7019'BLVD. TURN RIGHT ON YORKTOWN BLVD. FOR 200 FT (60.96 M) TO ENTRANCE
 KV7019'TO SHOPPING CENTER. TURN RIGHT INTO SHOPPING CENTER ENTRANCE THEN
 KV7019'IMMEDIATELY TURN RIGHT TO STATION ON RIGHT.
 KV7019'STATION MARK IS SET IN TOP OF A 0.5 FT (0.15 M) SQUARE CONCRETE
 KV7019'MONUMENT SET FLUSH WITH THE GROUND. IT IS 9.0 FT (2.74 M) SOUTH OF
 KV7019'THE CURB ALONG THE TRAVEL LANE, 28.0 FT (8.53 M) WEST OF THE CURB
 KV7019'ALONG THE PARKING SPACES, 52.0 FT (15.85 M) NORTH OF THE PLAZA
 KV7019'ENTRANCE SIGN AND 80.0 FT (24.38 M) WEST OF A CROSSROADS REALTY SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7020 ***********************************************************************
 KV7020  DESIGNATION -  0010
 KV7020  PID         -  KV7020
 KV7020  STATE/COUNTY-  NJ/OCEAN
 KV7020  USGS QUAD   -  LAKEWOOD (1989)
 KV7020
 KV7020                         *CURRENT SURVEY CONTROL
 KV7020  ___________________________________________________________________
 KV7020* NAD 83(1996)-  40 01 56.26069(N)    074 08 43.29562(W)     ADJUSTED  
 KV7020* NAVD 88     -         5.1    (meters)      17.     (feet)  GPS OBS   
 KV7020  ___________________________________________________________________
 KV7020  X           -   1,336,040.926 (meters)                     COMP
 KV7020  Y           -  -4,704,340.192 (meters)                     COMP
 KV7020  Z           -   4,080,713.903 (meters)                     COMP
 KV7020  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 KV7020  ELLIP HEIGHT-         -27.87  (meters)          (10/23/02) GPS OBS
 KV7020  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KV7020
 KV7020  HORZ ORDER  -  FIRST
 KV7020  ELLP ORDER  -  FOURTH    CLASS I
 KV7020
 KV7020.The horizontal coordinates were established by GPS observations
 KV7020.and adjusted by the National Geodetic Survey in May 1999..
 KV7020
 KV7020.The orthometric height was determined by GPS observations and a
 KV7020.high-resolution geoid model.
 KV7020
 KV7020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7020
 KV7020.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7020
 KV7020.The ellipsoidal height was determined by GPS observations
 KV7020.and is referenced to NAD 83.
 KV7020
 KV7020.The geoid height was determined by GEOID03.
 KV7020
 KV7020;                    North         East     Units Scale Factor Converg.
 KV7020;SPC NJ       -   133,160.134   180,266.822   MT  0.99991127   +0 13 41.2
 KV7020;SPC NJ       -   436,876.21    591,425.40   sFT  0.99991127   +0 13 41.2
 KV7020;UTM  18      - 4,431,691.435   572,917.916   MT  0.99966545   +0 32 59.1
 KV7020
 KV7020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7020!SPC NJ       -   1.00000437  x   0.99991127  =   0.99991564
 KV7020!UTM  18      -   1.00000437  x   0.99966545  =   0.99966982
 KV7020
 KV7020                          SUPERSEDED SURVEY CONTROL
 KV7020
 KV7020  ELLIP H (05/14/99)  -27.89   (m)                       GP(       ) 4 1
 KV7020  NAD 83(1986)-  40 01 56.26062(N)    074 08 43.29983(W) AD(       ) 1
 KV7020
 KV7020.Superseded values are not recommended for survey control.
 KV7020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7020.See file dsdata.txt to determine how the superseded data were derived.
 KV7020
 KV7020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7291831691(NAD 83)
 KV7020_MARKER: DD = SURVEY DISK
 KV7020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7020_SP_SET: CONCRETE POST
 KV7020_STAMPING: M.U.A.-10-93
 KV7020_MARK LOGO: BRICKT
 KV7020_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7020+STABILITY: SURFACE MOTION
 KV7020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7020+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7020
 KV7020  HISTORY     - Date     Condition        Report By
 KV7020  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7020
 KV7020                          STATION DESCRIPTION
 KV7020
 KV7020'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7020'STATION IS LOCATED IN BRICK TOWNSHIP AT THE BERKELEY FEDERAL SAVINGS
 KV7020'BANK PROPERTY.
 KV7020'TO REACH FROM THE INTERSECTION ROUTE 549 (BRICK BLVD.) AND BEAVERSON
 KV7020'BLVD. GO WEST ON BEAVERSON BLVD. FOR 0.1 MI (0.16 KM) TO STATION ON
 KV7020'LEFT.
 KV7020'STATION MARK IS SET IN TOP OF A 0.5 FT (0.15 M) SQUARE CONCRETE
 KV7020'MONUMENT SET FLUSH WITH THE GROUND. IT IS 26.0 FT (7.92 M) SOUTH OF
 KV7020'UTILITY POLE JC 5678 BK, 34.0 FT (10.36 M) NORTH OF A LIGHT POLE, 4.0
 KV7020'FT (1.22 M) NORTH OF THE DRIVEWAY CURB FOR THE BANK, 89.0 FT
 KV7020'(27.13 M) WEST OF THE BANK SIGN, 52.0 FT (15.85 M) SOUTHWEST OF THE
 KV7020'ROAD JUNCTION SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7021 ***********************************************************************
 KV7021  DESIGNATION -  0011
 KV7021  PID         -  KV7021
 KV7021  STATE/COUNTY-  NJ/OCEAN
 KV7021  USGS QUAD   -  LAKEWOOD (1989)
 KV7021
 KV7021                         *CURRENT SURVEY CONTROL
 KV7021  ___________________________________________________________________
 KV7021* NAD 83(1996)-  40 01 55.98122(N)    074 09 33.91962(W)     ADJUSTED  
 KV7021* NAVD 88     -         8.3    (meters)      27.     (feet)  GPS OBS   
 KV7021  ___________________________________________________________________
 KV7021  X           -   1,334,888.478 (meters)                     COMP
 KV7021  Y           -  -4,704,675.671 (meters)                     COMP
 KV7021  Z           -   4,080,709.381 (meters)                     COMP
 KV7021  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 KV7021  ELLIP HEIGHT-         -24.64  (meters)          (10/23/02) GPS OBS
 KV7021  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KV7021
 KV7021  HORZ ORDER  -  FIRST
 KV7021  ELLP ORDER  -  FOURTH    CLASS I
 KV7021
 KV7021.The horizontal coordinates were established by GPS observations
 KV7021.and adjusted by the National Geodetic Survey in May 1999..
 KV7021
 KV7021.The orthometric height was determined by GPS observations and a
 KV7021.high-resolution geoid model.
 KV7021
 KV7021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7021
 KV7021.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7021
 KV7021.The ellipsoidal height was determined by GPS observations
 KV7021.and is referenced to NAD 83.
 KV7021
 KV7021.The geoid height was determined by GEOID03.
 KV7021
 KV7021;                    North         East     Units Scale Factor Converg.
 KV7021;SPC NJ       -   133,146.831   179,066.709   MT  0.99991040   +0 13 08.6
 KV7021;SPC NJ       -   436,832.56    587,488.03   sFT  0.99991040   +0 13 08.6
 KV7021;UTM  18      - 4,431,671.401   571,718.193   MT  0.99966332   +0 32 26.5
 KV7021
 KV7021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7021!SPC NJ       -   1.00000387  x   0.99991040  =   0.99991427
 KV7021!UTM  18      -   1.00000387  x   0.99966332  =   0.99966718
 KV7021
 KV7021                          SUPERSEDED SURVEY CONTROL
 KV7021
 KV7021  ELLIP H (05/14/99)  -24.66   (m)                       GP(       ) 4 1
 KV7021  NAD 83(1986)-  40 01 55.98129(N)    074 09 33.92378(W) AD(       ) 1
 KV7021
 KV7021.Superseded values are not recommended for survey control.
 KV7021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7021.See file dsdata.txt to determine how the superseded data were derived.
 KV7021
 KV7021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7171831671(NAD 83)
 KV7021_MARKER: DD = SURVEY DISK
 KV7021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7021_SP_SET: CONCRETE POST
 KV7021_STAMPING: M.U.A.-11-93
 KV7021_MARK LOGO: BRICKT
 KV7021_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7021+STABILITY: SURFACE MOTION
 KV7021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7021+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7021
 KV7021  HISTORY     - Date     Condition        Report By
 KV7021  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7021
 KV7021                          STATION DESCRIPTION
 KV7021
 KV7021'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7021'STATION IS LOCATED IN BRICK TOWNSHIP.
 KV7021'TO REACH FROM THE INTERSECTION OF ROUTE 549 (BRICK BLVD.) AND
 KV7021'BEAVERSON BLVD. GO WEST ON BEAVERSON BLVD. FOR 0.75 MI (1.21 KM) TO
 KV7021'THE INTERSECTION WITH OLD TOMS RIVER ROAD AND SHORROCK STREET AND
 KV7021'STATION ON RIGHT. STATION IS IN A GRASSY AREA BETWEEN OLD TOMS RIVER
 KV7021'RD AND SHORROCK ST.
 KV7021'STATION MARK IS SET IN THE TOP OF A 0.5 FT (0.15 M) SQUARE CONCRETE
 KV7021'MONUMENT SET FLUSH WITH THE GROUND. IT IS 24.45 FT (7.45 M) WEST OF
 KV7021'THE EDGE OF PAVE OF OLD TOMS RIVER RD, 35.13 FT (10.71 M) NORTH OF
 KV7021'UTLITY POLE JC 4916 BK, 23.2 FT (7.07 M) NORTHEAST OF THE NORTHEAST
 KV7021'CORNER OF A STORMDRAIN INLET ON SHORROCK ST AND 26.1 FT (7.96 M)
 KV7021'SOUTHEAST OF UTILITY POLE JC 4188.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7022 ***********************************************************************
 KV7022  DESIGNATION -  0012
 KV7022  PID         -  KV7022
 KV7022  STATE/COUNTY-  NJ/OCEAN
 KV7022  USGS QUAD   -  LAKEWOOD (1989)
 KV7022
 KV7022                         *CURRENT SURVEY CONTROL
 KV7022  ___________________________________________________________________
 KV7022* NAD 83(1996)-  40 02 41.94061(N)    074 09 36.30319(W)     ADJUSTED  
 KV7022* NAVD 88     -        16.0    (meters)      52.     (feet)  GPS OBS   
 KV7022  ___________________________________________________________________
 KV7022  X           -   1,334,586.819 (meters)                     COMP
 KV7022  Y           -  -4,703,819.500 (meters)                     COMP
 KV7022  Z           -   4,081,799.616 (meters)                     COMP
 KV7022  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 KV7022  ELLIP HEIGHT-         -16.93  (meters)          (10/23/02) GPS OBS
 KV7022  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KV7022
 KV7022  HORZ ORDER  -  FIRST
 KV7022  ELLP ORDER  -  FOURTH    CLASS I
 KV7022
 KV7022.The horizontal coordinates were established by GPS observations
 KV7022.and adjusted by the National Geodetic Survey in May 1999..
 KV7022
 KV7022.The orthometric height was determined by GPS observations and a
 KV7022.high-resolution geoid model.
 KV7022
 KV7022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7022
 KV7022.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7022
 KV7022.The ellipsoidal height was determined by GPS observations
 KV7022.and is referenced to NAD 83.
 KV7022
 KV7022.The geoid height was determined by GEOID03.
 KV7022
 KV7022;                    North         East     Units Scale Factor Converg.
 KV7022;SPC NJ       -   134,564.011   179,004.792   MT  0.99991035   +0 13 07.3
 KV7022;SPC NJ       -   441,482.09    587,284.89   sFT  0.99991035   +0 13 07.3
 KV7022;UTM  18      - 4,433,087.860   571,648.338   MT  0.99966319   +0 32 25.5
 KV7022
 KV7022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7022!SPC NJ       -   1.00000266  x   0.99991035  =   0.99991301
 KV7022!UTM  18      -   1.00000266  x   0.99966319  =   0.99966585
 KV7022
 KV7022                          SUPERSEDED SURVEY CONTROL
 KV7022
 KV7022  ELLIP H (05/14/99)  -16.95   (m)                       GP(       ) 4 1
 KV7022  NAD 83(1986)-  40 02 41.94064(N)    074 09 36.30734(W) AD(       ) 1
 KV7022
 KV7022.Superseded values are not recommended for survey control.
 KV7022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7022.See file dsdata.txt to determine how the superseded data were derived.
 KV7022
 KV7022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7164833088(NAD 83)
 KV7022_MARKER: DD = SURVEY DISK
 KV7022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7022_SP_SET: CONCRETE POST
 KV7022_STAMPING: M.U.A.-12-93
 KV7022_MARK LOGO: BRICKT
 KV7022_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7022+STABILITY: SURFACE MOTION
 KV7022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7022+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7022
 KV7022  HISTORY     - Date     Condition        Report By
 KV7022  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7022  HISTORY     - 20041222 MARK NOT FOUND   INDIV
 KV7022
 KV7022                          STATION DESCRIPTION
 KV7022
 KV7022'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7022'STATION IS LOCATED IN BRICK TOWNSHIP.
 KV7022'TO REACH FROM THE INTERSECTION OF ROUTE 70 AND SHORROCK ST, GO SOUTH
 KV7022'ON SHORROCK ST FOR 0.7 MI (1.13 KM) TO STATION ON RIGHT.
 KV7022'STATION MARK IS SET IN THE TOP OF A 0.5 FT (0.15 M) SQUARE CONCRETE
 KV7022'MONUMENT SET FLUSH WITH THE GROUND. STATION IS 136.0 FT (41.45 M)
 KV7022'NORTH OF UTILITY POLE JC 4213, 63.5 FT (19.35 M) SOUTH OF UTILITY POLE
 KV7022'JC 4214 AND 8.0 FT (2.44 M) WEST OF THE EDGE OF PAVE.
 KV7022
 KV7022                          STATION RECOVERY (2004)
 KV7022
 KV7022'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 KV7022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7023 ***********************************************************************
 KV7023  DESIGNATION -  0013
 KV7023  PID         -  KV7023
 KV7023  STATE/COUNTY-  NJ/OCEAN
 KV7023  USGS QUAD   -  LAKEWOOD (1989)
 KV7023
 KV7023                         *CURRENT SURVEY CONTROL
 KV7023  ___________________________________________________________________
 KV7023* NAD 83(1996)-  40 03 18.02844(N)    074 08 36.50285(W)     ADJUSTED  
 KV7023* NAVD 88     -         7.5    (meters)      25.     (feet)  GPS OBS   
 KV7023  ___________________________________________________________________
 KV7023  X           -   1,335,753.023 (meters)                     COMP
 KV7023  Y           -  -4,702,737.145 (meters)                     COMP
 KV7023  Z           -   4,082,646.157 (meters)                     COMP
 KV7023  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 KV7023  ELLIP HEIGHT-         -25.46  (meters)          (10/23/02) GPS OBS
 KV7023  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KV7023
 KV7023  HORZ ORDER  -  FIRST
 KV7023  ELLP ORDER  -  FOURTH    CLASS I
 KV7023
 KV7023.The horizontal coordinates were established by GPS observations
 KV7023.and adjusted by the National Geodetic Survey in May 1999..
 KV7023
 KV7023.The orthometric height was determined by GPS observations and a
 KV7023.high-resolution geoid model.
 KV7023
 KV7023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7023
 KV7023.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7023
 KV7023.The ellipsoidal height was determined by GPS observations
 KV7023.and is referenced to NAD 83.
 KV7023
 KV7023.The geoid height was determined by GEOID03.
 KV7023
 KV7023;                    North         East     Units Scale Factor Converg.
 KV7023;SPC NJ       -   135,682.511   180,417.763   MT  0.99991139   +0 13 46.0
 KV7023;SPC NJ       -   445,151.70    591,920.61   sFT  0.99991139   +0 13 46.0
 KV7023;UTM  18      - 4,434,214.000   573,054.659   MT  0.99966570   +0 33 04.4
 KV7023
 KV7023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7023!SPC NJ       -   1.00000399  x   0.99991139  =   0.99991538
 KV7023!UTM  18      -   1.00000399  x   0.99966570  =   0.99966969
 KV7023
 KV7023                          SUPERSEDED SURVEY CONTROL
 KV7023
 KV7023  ELLIP H (05/14/99)  -25.48   (m)                       GP(       ) 4 1
 KV7023  NAD 83(1986)-  40 03 18.02861(N)    074 08 36.50690(W) AD(       ) 1
 KV7023
 KV7023.Superseded values are not recommended for survey control.
 KV7023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7023.See file dsdata.txt to determine how the superseded data were derived.
 KV7023
 KV7023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7305534214(NAD 83)
 KV7023_MARKER: DD = SURVEY DISK
 KV7023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7023_SP_SET: CONCRETE POST
 KV7023_STAMPING: M.U.A.-13-93
 KV7023_MARK LOGO: BRICKT
 KV7023_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7023+STABILITY: SURFACE MOTION
 KV7023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7023+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7023
 KV7023  HISTORY     - Date     Condition        Report By
 KV7023  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7023
 KV7023                          STATION DESCRIPTION
 KV7023
 KV7023'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7023'STATION IS LOCATED IN BRICK TOWNSHIP ON THE PROPERTY OF THE BRETON
 KV7023'WOODS FIRE COMPANY NO.1.
 KV7023'TO REACH FROM THE INTERSECTION OF ROUTE 528 (CEDAR BRIDGE AVE) AND
 KV7023'ROUTE 549 (BRICK BLVD) GO NORTHWEST ON ROUTE 528 FOR 0.15 MI
 KV7023'(0.24 KM) TO AURORA PLACE. TURN LEFT ON AURORA PLACE FOR 0.1 MI
 KV7023'(0.16 KM) TO THE FIRE COMPANY PROPERTY AND THE STATION ON THE RIGHT.
 KV7023'STATION MARK IS SET IN THE TOP OF A 0.5 FT (0.15 M) SQUARE CONCRETE
 KV7023'MONUMENT SET FLUSH WITH THE GROUND. IT IS IN THE FRONT OF THE
 KV7023'FIREHOUSE BUILDING IN A GRASSY LAWN AREA 49.0 FT (14.94 M) NORTHEAST
 KV7023'OF UTILITY POLE BT 4923 BK, 44.0 FT (13.41 M) SOUTHEAST OF THE WEST
 KV7023'CORNER OF THE FIREHOUSE, 51.5 FT (15.70 M) SOUTHWEST OF THE EAST
 KV7023'CORNER OF THE FIREHOUSE AND 106.0 FT (32.31 M) WEST OF UTILITY POLE
 KV7023'BT 4924 BK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7024 ***********************************************************************
 KV7024  DESIGNATION -  0014
 KV7024  PID         -  KV7024
 KV7024  STATE/COUNTY-  NJ/OCEAN
 KV7024  USGS QUAD   -  LAKEWOOD (1989)
 KV7024
 KV7024                         *CURRENT SURVEY CONTROL
 KV7024  ___________________________________________________________________
 KV7024* NAD 83(1996)-  40 03 07.48870(N)    074 07 35.90907(W)     ADJUSTED  
 KV7024* NAVD 88     -         1.1    (meters)       4.     (feet)  GPS OBS   
 KV7024  ___________________________________________________________________
 KV7024  X           -   1,337,190.343 (meters)                     COMP
 KV7024  Y           -  -4,702,541.020 (meters)                     COMP
 KV7024  Z           -   4,082,393.191 (meters)                     COMP
 KV7024  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 KV7024  ELLIP HEIGHT-         -31.89  (meters)          (10/23/02) GPS OBS
 KV7024  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV7024
 KV7024  HORZ ORDER  -  FIRST
 KV7024  ELLP ORDER  -  FOURTH    CLASS I
 KV7024
 KV7024.The horizontal coordinates were established by GPS observations
 KV7024.and adjusted by the National Geodetic Survey in May 1999..
 KV7024
 KV7024.The orthometric height was determined by GPS observations and a
 KV7024.high-resolution geoid model.
 KV7024
 KV7024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7024
 KV7024.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7024
 KV7024.The ellipsoidal height was determined by GPS observations
 KV7024.and is referenced to NAD 83.
 KV7024
 KV7024.The geoid height was determined by GEOID03.
 KV7024
 KV7024;                    North         East     Units Scale Factor Converg.
 KV7024;SPC NJ       -   135,363.348   181,855.149   MT  0.99991249   +0 14 24.9
 KV7024;SPC NJ       -   444,104.58    596,636.43   sFT  0.99991249   +0 14 24.9
 KV7024;UTM  18      - 4,433,902.991   574,493.462   MT  0.99966831   +0 33 43.3
 KV7024
 KV7024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7024!SPC NJ       -   1.00000500  x   0.99991249  =   0.99991749
 KV7024!UTM  18      -   1.00000500  x   0.99966831  =   0.99967331
 KV7024
 KV7024                          SUPERSEDED SURVEY CONTROL
 KV7024
 KV7024  ELLIP H (05/14/99)  -31.91   (m)                       GP(       ) 4 1
 KV7024  NAD 83(1986)-  40 03 07.48897(N)    074 07 35.91319(W) AD(       ) 1
 KV7024
 KV7024.Superseded values are not recommended for survey control.
 KV7024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7024.See file dsdata.txt to determine how the superseded data were derived.
 KV7024
 KV7024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7449333903(NAD 83)
 KV7024_MARKER: DD = SURVEY DISK
 KV7024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7024_SP_SET: CONCRETE POST
 KV7024_STAMPING: M.U.A.-14-93
 KV7024_MARK LOGO: BRICKT
 KV7024_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7024+STABILITY: SURFACE MOTION
 KV7024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7024+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7024
 KV7024  HISTORY     - Date     Condition        Report By
 KV7024  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7024
 KV7024                          STATION DESCRIPTION
 KV7024
 KV7024'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7024'STATION IS LOCATED IN BRICK TOWNSHIP ON THE SOUTH SHORE OF THE
 KV7024'METEDECONK RIVER.
 KV7024'TO REACH FROM THE INTERSECTION OF ROUTE 528 (MANTOLOKING ROAD) AND
 KV7024'ROUTE 631 OLD HOOPER AVE, GO EAST ON ROUTE 528 FOR 0.3 MI (0.48 KM)
 KV7024'TO STATION ON LEFT. STATION IS LOCATED ON PROPERTY IMMEDIATLEY WEST OF
 KV7024'THE AMERICAN LEGION POST NO.348.
 KV7024'STATION MARK IS SET IN TOP OF A 0.5 FT (0.15 M) SQUARE CONCRETE
 KV7024'MONUMENT SET FLUSH WITH THE GROUND. IT IS 7.0 FT (2.13 M)
 KV7024'PERPENDICULAR TO THE BULKHEAD, 47.7 FT (14.54 M) WEST OF THE INSIDE
 KV7024'CORNER OF THE BULKHEAD WHERE IT CORNERS AT THE DIVISION LINE WITH THE
 KV7024'LEGION PROPERTY, 58.0 FT (17.68 M) NORTH OF A WOODEN BULKHEAD AROUND
 KV7024'FIVE WHITE PINE TREES AND 69.7 FT (21.24 M) NORTHEAST OF THE
 KV7024'NORTHEAST CORNER OF A FRAME BUILDING MEASURED FROM THE BASEMENT
 KV7024'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7026 ***********************************************************************
 KV7026  DESIGNATION -  0016
 KV7026  PID         -  KV7026
 KV7026  STATE/COUNTY-  NJ/OCEAN
 KV7026  USGS QUAD   -  POINT PLEASANT (1989)
 KV7026
 KV7026                         *CURRENT SURVEY CONTROL
 KV7026  ___________________________________________________________________
 KV7026* NAD 83(1996)-  40 04 05.58949(N)    074 06 05.48080(W)     ADJUSTED  
 KV7026* NAVD 88     -         5.0    (meters)      16.     (feet)  GPS OBS   
 KV7026  ___________________________________________________________________
 KV7026  X           -   1,338,936.731 (meters)                     COMP
 KV7026  Y           -  -4,700,847.989 (meters)                     COMP
 KV7026  Z           -   4,083,767.244 (meters)                     COMP
 KV7026  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 KV7026  ELLIP HEIGHT-         -28.00  (meters)          (10/23/02) GPS OBS
 KV7026  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV7026
 KV7026  HORZ ORDER  -  FIRST
 KV7026  ELLP ORDER  -  FOURTH    CLASS I
 KV7026
 KV7026.The horizontal coordinates were established by GPS observations
 KV7026.and adjusted by the National Geodetic Survey in May 1999..
 KV7026
 KV7026.The orthometric height was determined by GPS observations and a
 KV7026.high-resolution geoid model.
 KV7026
 KV7026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7026
 KV7026.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7026
 KV7026.The ellipsoidal height was determined by GPS observations
 KV7026.and is referenced to NAD 83.
 KV7026
 KV7026.The geoid height was determined by GEOID03.
 KV7026
 KV7026;                    North         East     Units Scale Factor Converg.
 KV7026;SPC NJ       -   137,164.484   183,990.297   MT  0.99991422   +0 15 23.4
 KV7026;SPC NJ       -   450,013.81    603,641.50   sFT  0.99991422   +0 15 23.4
 KV7026;UTM  18      - 4,435,715.651   576,617.944   MT  0.99967226   +0 34 42.2
 KV7026
 KV7026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7026!SPC NJ       -   1.00000439  x   0.99991422  =   0.99991861
 KV7026!UTM  18      -   1.00000439  x   0.99967226  =   0.99967665
 KV7026
 KV7026                          SUPERSEDED SURVEY CONTROL
 KV7026
 KV7026  ELLIP H (05/14/99)  -28.02   (m)                       GP(       ) 4 1
 KV7026  NAD 83(1986)-  40 04 05.58988(N)    074 06 05.48506(W) AD(       ) 1
 KV7026
 KV7026.Superseded values are not recommended for survey control.
 KV7026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7026.See file dsdata.txt to determine how the superseded data were derived.
 KV7026
 KV7026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7661835716(NAD 83)
 KV7026_MARKER: DD = SURVEY DISK
 KV7026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7026_SP_SET: CONCRETE POST
 KV7026_STAMPING: M.U.A.-16-93
 KV7026_MARK LOGO: BRICKT
 KV7026_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7026+STABILITY: SURFACE MOTION
 KV7026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7026+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7026
 KV7026  HISTORY     - Date     Condition        Report By
 KV7026  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7026
 KV7026                          STATION DESCRIPTION
 KV7026
 KV7026'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7026'STATION IS LOCATED IN BRICK TOWNSHIP ON THE THE GROUNDS OF THE
 KV7026'MIDSTREAMS SCHOOL.
 KV7026'TO REACH FROM THE INTERSECTION OF ROUTE 88 AND MIDSTREAMS ROAD GO
 KV7026'SOUTH ON MIDSTREAMS ROAD FOR 0.55 MI (0.89 KM) TO THE NORTH ENTRANCE
 KV7026'ROAD TO THE SCHOOL. TURN RIGHT ONTO THE ENTRANCE ROAD AND PROCEED
 KV7026'THROUGH THE PARKING LOT FOR 0.1 MI (0.16 KM) TO THE END OF THE LOT
 KV7026'AND THE STATION.
 KV7026'STATION MARK IS SET IN THE TOP OF A 0.5 FT (0.15 M) SQUARE CONCRETE
 KV7026'MONUMENT SET FLUSH WITH THE GROUND. IT IS IN A SAND PLAYGROUND AREA
 KV7026'9.12 FT (2.78 M) WEST OF AND PERPENDICULAR TO A CONCRETE CURB, 42.75
 KV7026'FT (13.03 M) SOUTH OF THE WESTERNMOST CORNER OF THE PARKING LOT, 22.1
 KV7026'FT (6.74 M) WEST OF THE SOUTHWEST CORNER OF A STORMDRAIN INLET AT THE
 KV7026'SOUTH CORNER OF THE PARKING LOT AND 14.2 FT (4.33 M) EAST OF A 0.2 FT
 KV7026'(0.06 M) DIAMETER PIPE PROJECTING 10 FT (3.05 M) FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7027 ***********************************************************************
 KV7027  DESIGNATION -  0017
 KV7027  PID         -  KV7027
 KV7027  STATE/COUNTY-  NJ/OCEAN
 KV7027  USGS QUAD   -  POINT PLEASANT (1989)
 KV7027
 KV7027                         *CURRENT SURVEY CONTROL
 KV7027  ___________________________________________________________________
 KV7027* NAD 83(1996)-  40 03 26.62733(N)    074 06 42.42477(W)     ADJUSTED  
 KV7027* NAVD 88     -         2.1    (meters)       7.     (feet)  GPS OBS   
 KV7027  ___________________________________________________________________
 KV7027  X           -   1,338,305.872 (meters)                     COMP
 KV7027  Y           -  -4,701,829.482 (meters)                     COMP
 KV7027  Z           -   4,082,845.638 (meters)                     COMP
 KV7027  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 KV7027  ELLIP HEIGHT-         -30.93  (meters)          (10/23/02) GPS OBS
 KV7027  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV7027
 KV7027  HORZ ORDER  -  FIRST
 KV7027  ELLP ORDER  -  FOURTH    CLASS I
 KV7027
 KV7027.The horizontal coordinates were established by GPS observations
 KV7027.and adjusted by the National Geodetic Survey in May 1999..
 KV7027
 KV7027.The orthometric height was determined by GPS observations and a
 KV7027.high-resolution geoid model.
 KV7027
 KV7027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7027
 KV7027.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7027
 KV7027.The ellipsoidal height was determined by GPS observations
 KV7027.and is referenced to NAD 83.
 KV7027
 KV7027.The geoid height was determined by GEOID03.
 KV7027
 KV7027;                    North         East     Units Scale Factor Converg.
 KV7027;SPC NJ       -   135,959.010   183,120.164   MT  0.99991350   +0 14 59.4
 KV7027;SPC NJ       -   446,058.85    600,786.74   sFT  0.99991350   +0 14 59.4
 KV7027;UTM  18      - 4,434,505.601   575,754.805   MT  0.99967065   +0 34 17.9
 KV7027
 KV7027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7027!SPC NJ       -   1.00000485  x   0.99991350  =   0.99991835
 KV7027!UTM  18      -   1.00000485  x   0.99967065  =   0.99967550
 KV7027
 KV7027                          SUPERSEDED SURVEY CONTROL
 KV7027
 KV7027  ELLIP H (05/14/99)  -30.95   (m)                       GP(       ) 4 1
 KV7027  NAD 83(1986)-  40 03 26.62766(N)    074 06 42.42901(W) AD(       ) 1
 KV7027
 KV7027.Superseded values are not recommended for survey control.
 KV7027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7027.See file dsdata.txt to determine how the superseded data were derived.
 KV7027
 KV7027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7575534506(NAD 83)
 KV7027_MARKER: DD = SURVEY DISK
 KV7027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7027_SP_SET: CONCRETE POST
 KV7027_STAMPING: M.U.A.-17-93
 KV7027_MARK LOGO: BRICKT
 KV7027_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7027+STABILITY: SURFACE MOTION
 KV7027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7027+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2004
 KV7027
 KV7027  HISTORY     - Date     Condition        Report By
 KV7027  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7027  HISTORY     - 20041223 GOOD             INDIV
 KV7027
 KV7027                          STATION DESCRIPTION
 KV7027
 KV7027'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7027'STATION IS LOCATED IN BRICK TOWNSHIP ON THE GROUNDS OF WINWARD BEACH
 KV7027'PARK ON THE NORTH SHORE OF THE METEDECONK RIVER.
 KV7027'TO REACH FROM THE INTERSECTION OF ROUTE 70 AND PRINCETON AVE GO EAST
 KV7027'ON PRINCETON AVE FOR 1.3 MI (2.09 KM) TO THE ENTRANCE ROAD TO THE
 KV7027'PARK. TURN RIGHT ONTO THE ENTRANCE ROAD FOR 0.1 MI (0.16 KM) TO A
 KV7027'PARKING LOT ENTRANCE. TURN RIGHT INTO THE PARKING LOT FOR 100 FT.
 KV7027'TURN LEFT AND PROCEED TO THE SOUTHEAST CORNER OF THE PARKING LOT AND
 KV7027'THE STATION.
 KV7027'STATION MARK IS SET IN THE TOP OF A 0.5 FT (0.15 M) SQUARE CONCRETE
 KV7027'MONUMENT SET FLUSH WITH THE GROUND. STATION IS 15.2 FT (4.63 M) WEST
 KV7027'OF THE EDGE OF A WOODEN WALKWAY LEADING TO THE BEACH, 15.7 FT
 KV7027'(4.79 M) SOUTH OF THE SOUTH CORNER OF A CONCRETE CURB AROUND THE
 KV7027'PARKING LOT AND 27.4 FT (8.35 M) SOUTH OF A REFERENCE MARK CUT IN THE
 KV7027'CURB.(NOTE REFERENCE MARK IS 20.0 FT (6.10 M) WEST OF THE CURB
 KV7027'CORNER)
 KV7027
 KV7027                          STATION RECOVERY (2004)
 KV7027
 KV7027'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 KV7027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7028 ***********************************************************************
 KV7028  DESIGNATION -  0018
 KV7028  PID         -  KV7028
 KV7028  STATE/COUNTY-  NJ/OCEAN
 KV7028  USGS QUAD   -  POINT PLEASANT (1989)
 KV7028
 KV7028                         *CURRENT SURVEY CONTROL
 KV7028  ___________________________________________________________________
 KV7028* NAD 83(1996)-  40 04 06.19734(N)    074 06 36.59720(W)     ADJUSTED  
 KV7028* NAVD 88     -         8.8    (meters)      29.     (feet)  GPS OBS   
 KV7028  ___________________________________________________________________
 KV7028  X           -   1,338,225.056 (meters)                     COMP
 KV7028  Y           -  -4,701,041.120 (meters)                     COMP
 KV7028  Z           -   4,083,784.044 (meters)                     COMP
 KV7028  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 KV7028  ELLIP HEIGHT-         -24.19  (meters)          (10/23/02) GPS OBS
 KV7028  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KV7028
 KV7028  HORZ ORDER  -  FIRST
 KV7028  ELLP ORDER  -  FOURTH    CLASS I
 KV7028
 KV7028.The horizontal coordinates were established by GPS observations
 KV7028.and adjusted by the National Geodetic Survey in May 1999..
 KV7028
 KV7028.The orthometric height was determined by GPS observations and a
 KV7028.high-resolution geoid model.
 KV7028
 KV7028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7028
 KV7028.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7028
 KV7028.The ellipsoidal height was determined by GPS observations
 KV7028.and is referenced to NAD 83.
 KV7028
 KV7028.The geoid height was determined by GEOID03.
 KV7028
 KV7028;                    North         East     Units Scale Factor Converg.
 KV7028;SPC NJ       -   137,179.966   183,252.924   MT  0.99991361   +0 15 03.4
 KV7028;SPC NJ       -   450,064.61    601,222.30   sFT  0.99991361   +0 15 03.4
 KV7028;UTM  18      - 4,435,726.987   575,880.674   MT  0.99967088   +0 34 22.1
 KV7028
 KV7028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7028!SPC NJ       -   1.00000379  x   0.99991361  =   0.99991740
 KV7028!UTM  18      -   1.00000379  x   0.99967088  =   0.99967467
 KV7028
 KV7028                          SUPERSEDED SURVEY CONTROL
 KV7028
 KV7028  ELLIP H (05/14/99)  -24.21   (m)                       GP(       ) 4 1
 KV7028  NAD 83(1986)-  40 04 06.19769(N)    074 06 36.60141(W) AD(       ) 1
 KV7028
 KV7028.Superseded values are not recommended for survey control.
 KV7028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7028.See file dsdata.txt to determine how the superseded data were derived.
 KV7028
 KV7028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7588135727(NAD 83)
 KV7028_MARKER: DD = SURVEY DISK
 KV7028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7028_SP_SET: CONCRETE POST
 KV7028_STAMPING: M.U.A.-18-93
 KV7028_MARK LOGO: BRICKT
 KV7028_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7028+STABILITY: SURFACE MOTION
 KV7028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7028+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7028
 KV7028  HISTORY     - Date     Condition        Report By
 KV7028  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7028
 KV7028                          STATION DESCRIPTION
 KV7028
 KV7028'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7028'STATION IS LOCATED IN BRICK TOWNSHIP.
 KV7028'TO REACH FROM THE INTERSECTION OF ROUTE 70 AND PRINCETON AVE GO EAST
 KV7028'ON PRINCETON AVE FOR 1.2 MI (1.93 KM) TO BRUSHY NECK DRIVE. TURN LEFT
 KV7028'ON BRUSHY NECK DR FOR 0.5 MI (0.80 KM) TO WOODCHUCK LANE. TURN RIGHT
 KV7028'ON WOODCHUCK LN FOR 0.1 MI (0.16 KM) TO THE INTERSECTION WITH
 KV7028'SPRINGHILL DRIVE AND STATION ON LEFT.
 KV7028'STATION MARK IS SET IN THE TOP OF A 0.5 FT (0.15 M) SQUARE CONCRETE
 KV7028'MONUMENT SET FLUSH WITH THE GROUND. STATION IS IN A GRASSY STRIP OF
 KV7028'LAND BETWEEN THE CURB AND SIDEWALK ON SPRINGHILL DR, 2.3 FT (0.70 M)
 KV7028'FROM THE FACE OF CURB, 19.0 FT (5.79 M) SOUTH OF LIGHT POLE NO. 2335,
 KV7028'35.0 FT (10.67 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE STORY
 KV7028'FRAME DWELLING (HOUSE NO. 27) AND 57.4 FT (17.50 M) WEST OF THE SOUTH
 KV7028'GARAGE CORNER OF SAID DWELLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7029 ***********************************************************************
 KV7029  DESIGNATION -  0019
 KV7029  PID         -  KV7029
 KV7029  STATE/COUNTY-  NJ/OCEAN
 KV7029  USGS QUAD   -  LAKEWOOD (1989)
 KV7029
 KV7029                         *CURRENT SURVEY CONTROL
 KV7029  ___________________________________________________________________
 KV7029* NAD 83(1996)-  40 05 42.33843(N)    074 08 34.61699(W)     ADJUSTED  
 KV7029* NAVD 88     -         9.4    (meters)      31.     (feet)  GPS OBS   
 KV7029  ___________________________________________________________________
 KV7029  X           -   1,335,013.452 (meters)                     COMP
 KV7029  Y           -  -4,699,969.870 (meters)                     COMP
 KV7029  Z           -   4,086,053.284 (meters)                     COMP
 KV7029  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 KV7029  ELLIP HEIGHT-         -23.56  (meters)          (10/23/02) GPS OBS
 KV7029  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV7029
 KV7029  HORZ ORDER  -  FIRST
 KV7029  ELLP ORDER  -  FOURTH    CLASS I
 KV7029
 KV7029.The horizontal coordinates were established by GPS observations
 KV7029.and adjusted by the National Geodetic Survey in May 1999..
 KV7029
 KV7029.The orthometric height was determined by GPS observations and a
 KV7029.high-resolution geoid model.
 KV7029
 KV7029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7029
 KV7029.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7029
 KV7029.The ellipsoidal height was determined by GPS observations
 KV7029.and is referenced to NAD 83.
 KV7029
 KV7029.The geoid height was determined by GEOID03.
 KV7029
 KV7029;                    North         East     Units Scale Factor Converg.
 KV7029;SPC NJ       -   140,133.264   180,444.600   MT  0.99991141   +0 13 47.9
 KV7029;SPC NJ       -   459,753.88    592,008.66   sFT  0.99991141   +0 13 47.9
 KV7029;UTM  18      - 4,438,663.740   573,056.489   MT  0.99966570   +0 33 07.3
 KV7029
 KV7029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7029!SPC NJ       -   1.00000370  x   0.99991141  =   0.99991511
 KV7029!UTM  18      -   1.00000370  x   0.99966570  =   0.99966939
 KV7029
 KV7029                          SUPERSEDED SURVEY CONTROL
 KV7029
 KV7029  ELLIP H (05/14/99)  -23.58   (m)                       GP(       ) 4 1
 KV7029  NAD 83(1986)-  40 05 42.33880(N)    074 08 34.62107(W) AD(       ) 1
 KV7029
 KV7029.Superseded values are not recommended for survey control.
 KV7029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7029.See file dsdata.txt to determine how the superseded data were derived.
 KV7029
 KV7029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7305638664(NAD 83)
 KV7029_MARKER: DD = SURVEY DISK
 KV7029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7029_SP_SET: CONCRETE POST
 KV7029_STAMPING: M.U.A.-19-93
 KV7029_MARK LOGO: BRICKT
 KV7029_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7029+STABILITY: SURFACE MOTION
 KV7029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7029+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7029
 KV7029  HISTORY     - Date     Condition        Report By
 KV7029  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7029
 KV7029                          STATION DESCRIPTION
 KV7029
 KV7029'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7029'STATION IS LOCATED IN BRICK TOWNSHIP NEAR THE GARDEN STATE PARKWAY.
 KV7029'TO REACH FROM THE INTERSECTION OF BURNT TAVERN ROAD AND LANES MILL
 KV7029'ROAD GO SOUTH ON BURRSVILLE ROAD FOR 0.2 MI (0.32 KM) TO A Y
 KV7029'INTERSECTION. PROCEED THROUGH INTERSECTION FOR 200 FT (60.96 M) TO
 KV7029'STATION ON RIGHT. STATION IS LOCATED IN A WOODS CLEARING BETWEEN THE
 KV7029'PARKWAY AND BURRSVILLE ROAD.
 KV7029'STATION MARK IS SET IN THE TOP OF A 0.5 FT (0.15 M) SQUARE CONCERET
 KV7029'MONUMENT SET FLUSH WITH THE GROUND. STATION IS 39.0 FT (11.89 M) WEST
 KV7029'OF THE EDGE OF PAVE OF BURRSVILLE ROAD, 65.0 FT (19.81 M) SOUTH OF
 KV7029'UTILITY POLE JC 4592 BK, 123.0 FT (37.49 M) NORTH OF UTILITY POLE JC
 KV7029'4591 BK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7030 ***********************************************************************
 KV7030  DESIGNATION -  0020
 KV7030  PID         -  KV7030
 KV7030  STATE/COUNTY-  NJ/OCEAN
 KV7030  USGS QUAD   -  LAKEWOOD (1989)
 KV7030
 KV7030                         *CURRENT SURVEY CONTROL
 KV7030  ___________________________________________________________________
 KV7030* NAD 83(1996)-  40 05 57.23805(N)    074 09 06.79522(W)     ADJUSTED  
 KV7030* NAVD 88     -         8.6    (meters)      28.     (feet)  GPS OBS   
 KV7030  ___________________________________________________________________
 KV7030  X           -   1,334,199.235 (meters)                     COMP
 KV7030  Y           -  -4,699,892.802 (meters)                     COMP
 KV7030  Z           -   4,086,404.351 (meters)                     COMP
 KV7030  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 KV7030  ELLIP HEIGHT-         -24.29  (meters)          (10/23/02) GPS OBS
 KV7030  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV7030
 KV7030  HORZ ORDER  -  FIRST
 KV7030  ELLP ORDER  -  FOURTH    CLASS I
 KV7030
 KV7030.The horizontal coordinates were established by GPS observations
 KV7030.and adjusted by the National Geodetic Survey in May 1999..
 KV7030
 KV7030.The orthometric height was determined by GPS observations and a
 KV7030.high-resolution geoid model.
 KV7030
 KV7030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7030
 KV7030.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7030
 KV7030.The ellipsoidal height was determined by GPS observations
 KV7030.and is referenced to NAD 83.
 KV7030
 KV7030.The geoid height was determined by GEOID03.
 KV7030
 KV7030;                    North         East     Units Scale Factor Converg.
 KV7030;SPC NJ       -   140,589.755   179,680.652   MT  0.99991084   +0 13 27.2
 KV7030;SPC NJ       -   461,251.55    589,502.27   sFT  0.99991084   +0 13 27.2
 KV7030;UTM  18      - 4,439,115.818   572,290.175   MT  0.99966433   +0 32 46.7
 KV7030
 KV7030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7030!SPC NJ       -   1.00000381  x   0.99991084  =   0.99991465
 KV7030!UTM  18      -   1.00000381  x   0.99966433  =   0.99966814
 KV7030
 KV7030                          SUPERSEDED SURVEY CONTROL
 KV7030
 KV7030  ELLIP H (05/14/99)  -24.31   (m)                       GP(       ) 4 1
 KV7030  NAD 83(1986)-  40 05 57.23842(N)    074 09 06.79934(W) AD(       ) 1
 KV7030
 KV7030.Superseded values are not recommended for survey control.
 KV7030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7030.See file dsdata.txt to determine how the superseded data were derived.
 KV7030
 KV7030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7229039116(NAD 83)
 KV7030_MARKER: DD = SURVEY DISK
 KV7030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7030_SP_SET: CONCRETE POST
 KV7030_STAMPING: M.U.A.-20-93
 KV7030_MARK LOGO: BRICKT
 KV7030_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7030+STABILITY: SURFACE MOTION
 KV7030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7030+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7030
 KV7030  HISTORY     - Date     Condition        Report By
 KV7030  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7030
 KV7030                          STATION DESCRIPTION
 KV7030
 KV7030'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7030'STATION IS LOCATED IN BRICK TOWNSHIP.
 KV7030'TO REACH FROM THE CENTER OF THE BURNT TAVERN OVERPASS BRIDGE OVER THE
 KV7030'GARDEN STATE PARKWAY GO WEST ON BURNT TAVERN ROAD FOR 0.5 MI
 KV7030'(0.80 KM) TO THE INTERSECTION WITH STEPHAN DRIVE AND WESTERN DRIVE.
 KV7030'PROCEED STRAIGHT THROUGH INTERSECTION FOR 100 FT (30.48 M) TO A DEAD
 KV7030'END AND STATION.
 KV7030'STATION MARK IS SET IN THE TOP OF A 0.5 FT (0.15 M) SQUARE CONCRETE
 KV7030'MONUMENT SET FLUSH WITH THE GROUND. STATION IS ON THE NORTH SIDE OF
 KV7030'THE ROAD, 74.0 FT (22.56 M) WEST OF UTILITY POLE 69 HL, 9.0 FT
 KV7030'(2.74 M) SOUTH OF A CHAIN LINK FENCE, 8.0 FT (2.44 M) NORTHWEST OF
 KV7030'THE END OF A METAL GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7031 ***********************************************************************
 KV7031  DESIGNATION -  0021
 KV7031  PID         -  KV7031
 KV7031  STATE/COUNTY-  NJ/OCEAN
 KV7031  USGS QUAD   -  POINT PLEASANT (1989)
 KV7031
 KV7031                         *CURRENT SURVEY CONTROL
 KV7031  ___________________________________________________________________
 KV7031* NAD 83(1996)-  40 04 56.85175(N)    074 07 03.67161(W)     ADJUSTED  
 KV7031* NAVD 88     -         9.5    (meters)      31.     (feet)  GPS OBS   
 KV7031  ___________________________________________________________________
 KV7031  X           -   1,337,332.876 (meters)                     COMP
 KV7031  Y           -  -4,700,249.831 (meters)                     COMP
 KV7031  Z           -   4,084,980.011 (meters)                     COMP
 KV7031  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 KV7031  ELLIP HEIGHT-         -23.47  (meters)          (10/23/02) GPS OBS
 KV7031  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KV7031
 KV7031  HORZ ORDER  -  FIRST
 KV7031  ELLP ORDER  -  FOURTH    CLASS I
 KV7031
 KV7031.The horizontal coordinates were established by GPS observations
 KV7031.and adjusted by the National Geodetic Survey in May 1999..
 KV7031
 KV7031.The orthometric height was determined by GPS observations and a
 KV7031.high-resolution geoid model.
 KV7031
 KV7031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7031
 KV7031.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7031
 KV7031.The ellipsoidal height was determined by GPS observations
 KV7031.and is referenced to NAD 83.
 KV7031
 KV7031.The geoid height was determined by GEOID03.
 KV7031
 KV7031;                    North         East     Units Scale Factor Converg.
 KV7031;SPC NJ       -   138,739.385   182,604.697   MT  0.99991308   +0 14 46.2
 KV7031;SPC NJ       -   455,180.80    599,095.58   sFT  0.99991308   +0 14 46.2
 KV7031;UTM  18      - 4,437,282.361   575,223.855   MT  0.99966966   +0 34 05.3
 KV7031
 KV7031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7031!SPC NJ       -   1.00000368  x   0.99991308  =   0.99991676
 KV7031!UTM  18      -   1.00000368  x   0.99966966  =   0.99967334
 KV7031
 KV7031                          SUPERSEDED SURVEY CONTROL
 KV7031
 KV7031  ELLIP H (05/14/99)  -23.49   (m)                       GP(       ) 4 1
 KV7031  NAD 83(1986)-  40 04 56.85210(N)    074 07 03.67563(W) AD(       ) 1
 KV7031
 KV7031.Superseded values are not recommended for survey control.
 KV7031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7031.See file dsdata.txt to determine how the superseded data were derived.
 KV7031
 KV7031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7522437282(NAD 83)
 KV7031_MARKER: DD = SURVEY DISK
 KV7031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7031_SP_SET: CONCRETE POST
 KV7031_STAMPING: M.U.A.-21-93
 KV7031_MARK LOGO: BRICKT
 KV7031_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7031+STABILITY: SURFACE MOTION
 KV7031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7031+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7031
 KV7031  HISTORY     - Date     Condition        Report By
 KV7031  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7031
 KV7031                          STATION DESCRIPTION
 KV7031
 KV7031'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7031'STATION IS LOCATED IN BRICK TOWNSHIP ON THE GROUNDS OF THE VETERANS
 KV7031'MEMORIAL MIDDLE SCHOOL.
 KV7031'TO REACH FROM THE INTERSECTION OF ROUTE 70 AND VAN ZILE ROAD GO NORTH
 KV7031'ON VAN ZILE RD FOR 0.15 MI (0.24 KM) TO HARRISON AVE. TURN RIGHT ON
 KV7031'HARRISON AVE FOR 0.15 MI (0.24 KM) TO THE SOUTH ENTRANCE ROAD TO THE
 KV7031'SCHOOL PARKING LOT AND STATION ON THE RIGHT.
 KV7031'STATION MARK IS SET IN THE TOP OF A 0.5 FT (0.15 M) SQUARE CONCRETE
 KV7031'MONUMENT SET FLUSH WITH THE GROUND. STATION IS 94.75 FT (28.88 M)
 KV7031'WEST A FIRE HYDRANT, 68.0 FT (20.73 M) SOUTHEAST AND PERPENDICULAR TO
 KV7031'THE FACE OF CURB ALONG THE WESTERN SIDE OF HARRISON AVE AND 108.35 FT
 KV7031'(33.03 M) SOUTHEAST OF THE SOUTH CORNER OF A 6 FT (1.83 M) X 5 FT
 KV7031'(1.52 M) METAL UTILITY COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7033 ***********************************************************************
 KV7033  DESIGNATION -  0023
 KV7033  PID         -  KV7033
 KV7033  STATE/COUNTY-  NJ/OCEAN
 KV7033  USGS QUAD   -  POINT PLEASANT (1989)
 KV7033
 KV7033                         *CURRENT SURVEY CONTROL
 KV7033  ___________________________________________________________________
 KV7033* NAD 83(1996)-  40 06 10.30973(N)    074 05 34.41019(W)     ADJUSTED  
 KV7033* NAVD 88     -         1.4    (meters)       5.     (feet)  GPS OBS   
 KV7033  ___________________________________________________________________
 KV7033  X           -   1,338,965.173 (meters)                     COMP
 KV7033  Y           -  -4,698,261.428 (meters)                     COMP
 KV7033  Z           -   4,086,708.067 (meters)                     COMP
 KV7033  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 KV7033  ELLIP HEIGHT-         -31.55  (meters)          (10/23/02) GPS OBS
 KV7033  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KV7033
 KV7033  HORZ ORDER  -  FIRST
 KV7033  ELLP ORDER  -  FOURTH    CLASS I
 KV7033
 KV7033.The horizontal coordinates were established by GPS observations
 KV7033.and adjusted by the National Geodetic Survey in May 1999..
 KV7033
 KV7033.The orthometric height was determined by GPS observations and a
 KV7033.high-resolution geoid model.
 KV7033
 KV7033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7033
 KV7033.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7033
 KV7033.The ellipsoidal height was determined by GPS observations
 KV7033.and is referenced to NAD 83.
 KV7033
 KV7033.The geoid height was determined by GEOID03.
 KV7033
 KV7033;                    North         East     Units Scale Factor Converg.
 KV7033;SPC NJ       -   141,014.246   184,708.905   MT  0.99991483   +0 15 44.1
 KV7033;SPC NJ       -   462,644.24    605,999.13   sFT  0.99991483   +0 15 44.1
 KV7033;UTM  18      - 4,439,568.458   577,314.736   MT  0.99967358   +0 35 03.7
 KV7033
 KV7033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7033!SPC NJ       -   1.00000495  x   0.99991483  =   0.99991978
 KV7033!UTM  18      -   1.00000495  x   0.99967358  =   0.99967853
 KV7033
 KV7033                          SUPERSEDED SURVEY CONTROL
 KV7033
 KV7033  ELLIP H (05/14/99)  -31.57   (m)                       GP(       ) 4 1
 KV7033  NAD 83(1986)-  40 06 10.31000(N)    074 05 34.41454(W) AD(       ) 1
 KV7033
 KV7033.Superseded values are not recommended for survey control.
 KV7033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7033.See file dsdata.txt to determine how the superseded data were derived.
 KV7033
 KV7033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7731539568(NAD 83)
 KV7033_MARKER: DD = SURVEY DISK
 KV7033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7033_SP_SET: CONCRETE POST
 KV7033_STAMPING: M.U.A.-23-93
 KV7033_MARK LOGO: BRICKT
 KV7033_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7033+STABILITY: SURFACE MOTION
 KV7033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7033+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7033
 KV7033  HISTORY     - Date     Condition        Report By
 KV7033  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7033
 KV7033                          STATION DESCRIPTION
 KV7033
 KV7033'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7033'STATION IS LOCATED IN BRICK TOWNSHIP ON THE GROUNDS OF THE BAY ISLAND
 KV7033'MARINA.
 KV7033'TO REACH STATION FROM THE CENTER OF THE DRAWSPAN OF THE ROUTE 70
 KV7033'BRIDGE OVER THE MANASQUAN RIVER GO WEST ON ROUTE 70 FOR 0.15 MI
 KV7033'(0.24 KM) TO RIVIERA DRIVE. TURN RIGHT ON RIVIERA DR FOR 0.1 MI
 KV7033'(0.16 KM) TO MAIN AVE. TURN RIGHT ON MAIN AVE FOR 0.1 MI (0.16 KM) TO
 KV7033'RIVERSIDE DRIVE. TURN LEFT ON RIVERSIDE DR FOR 0.55 MI (0.89 KM) TO
 KV7033'THE ENTRANCE TO THE MARINA. TURN RIGHT INTO THE MARINA PROPERTY AND
 KV7033'PROCEED PAST A SPLIT RAIL FENCE. TURN RIGHT AND FOLLOW THE BULKHEAD
 KV7033'TO THE NORTHEAST CORNER OF THE BULKHEAD AND STATION.
 KV7033'STATION MARK IS SET IN THE TOP OF A 0.5 FT (0.15 M) SQUARE CONCRETE
 KV7033'MONUMENT SET FLUSH WITH THE GROUND. STATION IS LOCATED AT THE
 KV7033'NORTHEAST CORNER OF THE PROPERTY IN A GRAVEL LOT USED FOR BOAT
 KV7033'STORAGE NEAR A FUEL DOCK. IT IS 37.5 FT (11.43 M) WEST OF AND
 KV7033'PERPENDICULAR TO THE EASTERN MOST BULKHEAD AND 5.0 FT (1.52 M) NORTH
 KV7033'OF AND PERPENDICULAR TO THE SOUTHERNMOST BULKHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7034 ***********************************************************************
 KV7034  DESIGNATION -  0024
 KV7034  PID         -  KV7034
 KV7034  STATE/COUNTY-  NJ/OCEAN
 KV7034  USGS QUAD   -  POINT PLEASANT (1989)
 KV7034
 KV7034                         *CURRENT SURVEY CONTROL
 KV7034  ___________________________________________________________________
 KV7034* NAD 83(1996)-  40 06 34.51920(N)    074 06 02.00625(W)     ADJUSTED  
 KV7034* NAVD 88     -        15.6    (meters)      51.     (feet)  GPS OBS   
 KV7034  ___________________________________________________________________
 KV7034  X           -   1,338,207.778 (meters)                     COMP
 KV7034  Y           -  -4,697,988.335 (meters)                     COMP
 KV7034  Z           -   4,087,288.324 (meters)                     COMP
 KV7034  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 KV7034  ELLIP HEIGHT-         -17.36  (meters)          (10/23/02) GPS OBS
 KV7034  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV7034
 KV7034  HORZ ORDER  -  FIRST
 KV7034  ELLP ORDER  -  FOURTH    CLASS I
 KV7034
 KV7034.The horizontal coordinates were established by GPS observations
 KV7034.and adjusted by the National Geodetic Survey in May 1999..
 KV7034
 KV7034.The orthometric height was determined by GPS observations and a
 KV7034.high-resolution geoid model.
 KV7034
 KV7034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7034
 KV7034.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7034
 KV7034.The ellipsoidal height was determined by GPS observations
 KV7034.and is referenced to NAD 83.
 KV7034
 KV7034.The geoid height was determined by GEOID03.
 KV7034
 KV7034;                    North         East     Units Scale Factor Converg.
 KV7034;SPC NJ       -   141,757.916   184,052.004   MT  0.99991427   +0 15 26.4
 KV7034;SPC NJ       -   465,084.10    603,843.95   sFT  0.99991427   +0 15 26.4
 KV7034;UTM  18      - 4,440,308.245   576,653.825   MT  0.99967233   +0 34 46.2
 KV7034
 KV7034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7034!SPC NJ       -   1.00000272  x   0.99991427  =   0.99991699
 KV7034!UTM  18      -   1.00000272  x   0.99967233  =   0.99967505
 KV7034
 KV7034                          SUPERSEDED SURVEY CONTROL
 KV7034
 KV7034  ELLIP H (05/14/99)  -17.38   (m)                       GP(       ) 4 1
 KV7034  NAD 83(1986)-  40 06 34.51950(N)    074 06 02.01050(W) AD(       ) 1
 KV7034
 KV7034.Superseded values are not recommended for survey control.
 KV7034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7034.See file dsdata.txt to determine how the superseded data were derived.
 KV7034
 KV7034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7665440308(NAD 83)
 KV7034_MARKER: DD = SURVEY DISK
 KV7034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7034_SP_SET: CONCRETE POST
 KV7034_STAMPING: M.U.A.-24-93
 KV7034_MARK LOGO: BRICKT
 KV7034_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7034+STABILITY: SURFACE MOTION
 KV7034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7034+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7034
 KV7034  HISTORY     - Date     Condition        Report By
 KV7034  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7034
 KV7034                          STATION DESCRIPTION
 KV7034
 KV7034'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7034'STATION IS LOCATED IN BRICK TOWNSHIP.
 KV7034'TO REACH STATION FROM THE INTERSECTION OF ROUTE 70 AND HERBERTSVILLE
 KV7034'ROAD (ROUTES 549) GO NORTHWEST ON HERBERTSVILLE ROAD FOR 1.35 MI
 KV7034'(2.17 KM) TO WINDING RIVER ROAD. TURN RIGHT ON WINDING RIVER ROAD FOR
 KV7034'0.4 MI (0.64 KM) TO STATION ON THE RIGHT.
 KV7034'STATION MARK IS SET IN THE TOP OF A 0.5 FT (0.15 M) SQUARE CONCRETE
 KV7034'MONUMENT SET FLUSH WITH THE GROUND. STATION IS SET ON THE SOUTH SIDE
 KV7034'OF THE ROAD 6.3 FT (1.92 M) SOUTH OF A CONCRETE SIDEWALK, 15.0 FT
 KV7034'(4.57 M) SOUTH OF A METAL GUARDRAIL, 34.0 FT (10.36 M) SOUTHWEST OF
 KV7034'UTILITY POLE BT 40820 BK, 94.0 FT (28.65 M) SOUTHEAST OF UTILITY POLE
 KV7034'40819 BK AND 17.0 FT (5.18 M) NORTH EAST OF A 0.5 FT (0.15 M)
 KV7034'DIAMETER GUM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7036 ***********************************************************************
 KV7036  DESIGNATION -  0026
 KV7036  PID         -  KV7036
 KV7036  STATE/COUNTY-  NJ/OCEAN
 KV7036  USGS QUAD   -  POINT PLEASANT (1989)
 KV7036
 KV7036                         *CURRENT SURVEY CONTROL
 KV7036  ___________________________________________________________________
 KV7036* NAD 83(1996)-  40 07 21.72938(N)    074 07 17.11063(W)     ADJUSTED  
 KV7036* NAVD 88     -        26.3    (meters)      86.     (feet)  GPS OBS   
 KV7036  ___________________________________________________________________
 KV7036  X           -   1,336,242.614 (meters)                     COMP
 KV7036  Y           -  -4,697,580.724 (meters)                     COMP
 KV7036  Z           -   4,088,408.784 (meters)                     COMP
 KV7036  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 KV7036  ELLIP HEIGHT-          -6.65  (meters)          (10/23/02) GPS OBS
 KV7036  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV7036
 KV7036  HORZ ORDER  -  FIRST
 KV7036  ELLP ORDER  -  FOURTH    CLASS I
 KV7036
 KV7036.The horizontal coordinates were established by GPS observations
 KV7036.and adjusted by the National Geodetic Survey in May 1999..
 KV7036
 KV7036.The orthometric height was determined by GPS observations and a
 KV7036.high-resolution geoid model.
 KV7036
 KV7036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7036
 KV7036.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7036
 KV7036.The ellipsoidal height was determined by GPS observations
 KV7036.and is referenced to NAD 83.
 KV7036
 KV7036.The geoid height was determined by GEOID03.
 KV7036
 KV7036;                    North         East     Units Scale Factor Converg.
 KV7036;SPC NJ       -   143,206.127   182,267.313   MT  0.99991281   +0 14 38.3
 KV7036;SPC NJ       -   469,835.43    597,988.68   sFT  0.99991281   +0 14 38.3
 KV7036;UTM  18      - 4,441,746.048   574,861.454   MT  0.99966899   +0 33 58.3
 KV7036
 KV7036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7036!SPC NJ       -   1.00000104  x   0.99991281  =   0.99991385
 KV7036!UTM  18      -   1.00000104  x   0.99966899  =   0.99967003
 KV7036
 KV7036:                Primary Azimuth Mark                     Grid Az
 KV7036:SPC NJ       -  0025                                     134 44 55.6
 KV7036:UTM  18      -  0025                                     134 25 35.6
 KV7036
 KV7036|---------------------------------------------------------------------|
 KV7036| PID    Reference Object                     Distance      Geod. Az  |
 KV7036|                                                           dddmmss.s |
 KV7036| KV7035 0025                                403.209 METERS 1345933.9 |
 KV7036|---------------------------------------------------------------------|
 KV7036
 KV7036                          SUPERSEDED SURVEY CONTROL
 KV7036
 KV7036  ELLIP H (05/14/99)   -6.67   (m)                       GP(       ) 4 1
 KV7036  NAD 83(1986)-  40 07 21.72976(N)    074 07 17.11477(W) AD(       ) 1
 KV7036
 KV7036.Superseded values are not recommended for survey control.
 KV7036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7036.See file dsdata.txt to determine how the superseded data were derived.
 KV7036
 KV7036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7486141746(NAD 83)
 KV7036_MARKER: DD = SURVEY DISK
 KV7036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7036_SP_SET: CONCRETE POST
 KV7036_STAMPING: M.U.A.-26-93
 KV7036_MARK LOGO: BRICKT
 KV7036_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7036+STABILITY: SURFACE MOTION
 KV7036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7036+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7036
 KV7036  HISTORY     - Date     Condition        Report By
 KV7036  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7036
 KV7036                          STATION DESCRIPTION
 KV7036
 KV7036'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7036'STATION IS LOCATED IN BRICK TOWNSHIP.
 KV7036'TO REACH STATION FROM THE INTERSECTION OF ROUTE 70 AND HERBERTSVILLE
 KV7036'ROAD GO WEST ON HERBERTSVILLE ROAD FOR 2.6 MI (4.18 KM) TO THE
 KV7036'INTERSECTION WITH ANDOVER ROAD AND THE STATION ON THE LEFT.
 KV7036'STATION MARK IS SET IN THE TOP OF A 0.5 FT (0.15 M) SQUARE CONCRETE
 KV7036'MONUMENT SET FLUSH WITH THE GROUND. STATION IS LOCATED IN A GRASSY
 KV7036'STRIP OF LAND BETWEEN THE CURB AND THE SIDEWALK ON THE SOUTHEAST SIDE
 KV7036'OF ANDOVER ROAD 49.0 FT (14.94 M) SOUTH OF THE CENTERLINE OF
 KV7036'HERBERSVILLE ROAD, 17.0 FT (5.18 M) SOUTH OF A STOP SIGN, 35.0 FT
 KV7036'(10.67 M) SOUTHEAST OF A FIRE HYDRANT ON THE NORTHWEST SIDE OF
 KV7036'ANDOVER ROAD AND OPPOSITE THE SECOND POST OF A SPLIT RAIL FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7037 ***********************************************************************
 KV7037  DESIGNATION -  0027
 KV7037  PID         -  KV7037
 KV7037  STATE/COUNTY-  NJ/OCEAN
 KV7037  USGS QUAD   -  LAKEWOOD (1989)
 KV7037
 KV7037                         *CURRENT SURVEY CONTROL
 KV7037  ___________________________________________________________________
 KV7037* NAD 83(1996)-  40 06 09.81376(N)    074 07 40.76983(W)     ADJUSTED  
 KV7037* NAVD 88     -        14.5    (meters)      48.     (feet)  GPS OBS   
 KV7037  ___________________________________________________________________
 KV7037  X           -   1,336,092.165 (meters)                     COMP
 KV7037  Y           -  -4,699,099.939 (meters)                     COMP
 KV7037  Z           -   4,086,704.817 (meters)                     COMP
 KV7037  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 KV7037  ELLIP HEIGHT-         -18.43  (meters)          (10/23/02) GPS OBS
 KV7037  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV7037
 KV7037  HORZ ORDER  -  FIRST
 KV7037  ELLP ORDER  -  FOURTH    CLASS I
 KV7037
 KV7037.The horizontal coordinates were established by GPS observations
 KV7037.and adjusted by the National Geodetic Survey in May 1999..
 KV7037
 KV7037.The orthometric height was determined by GPS observations and a
 KV7037.high-resolution geoid model.
 KV7037
 KV7037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7037
 KV7037.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7037
 KV7037.The ellipsoidal height was determined by GPS observations
 KV7037.and is referenced to NAD 83.
 KV7037
 KV7037.The geoid height was determined by GEOID03.
 KV7037
 KV7037;                    North         East     Units Scale Factor Converg.
 KV7037;SPC NJ       -   140,985.843   181,716.442   MT  0.99991238   +0 14 22.7
 KV7037;SPC NJ       -   462,551.05    596,181.36   sFT  0.99991238   +0 14 22.7
 KV7037;UTM  18      - 4,439,523.244   574,323.208   MT  0.99966800   +0 33 42.3
 KV7037
 KV7037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7037!SPC NJ       -   1.00000289  x   0.99991238  =   0.99991527
 KV7037!UTM  18      -   1.00000289  x   0.99966800  =   0.99967089
 KV7037
 KV7037                          SUPERSEDED SURVEY CONTROL
 KV7037
 KV7037  ELLIP H (05/14/99)  -18.45   (m)                       GP(       ) 4 1
 KV7037  NAD 83(1986)-  40 06 09.81414(N)    074 07 40.77398(W) AD(       ) 1
 KV7037
 KV7037.Superseded values are not recommended for survey control.
 KV7037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7037.See file dsdata.txt to determine how the superseded data were derived.
 KV7037
 KV7037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7432339523(NAD 83)
 KV7037_MARKER: DD = SURVEY DISK
 KV7037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7037_SP_SET: CONCRETE POST
 KV7037_STAMPING: M.U.A.-27-93
 KV7037_MARK LOGO: BRICKT
 KV7037_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7037+STABILITY: SURFACE MOTION
 KV7037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7037+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7037
 KV7037  HISTORY     - Date     Condition        Report By
 KV7037  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7037
 KV7037                          STATION DESCRIPTION
 KV7037
 KV7037'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7037'STATION IS LOCATED IN BRICK TOWNSHIP ON THE GROUNDS OF THE BRICK
 KV7037'MEMORIAL HIGH SCHOOL.
 KV7037'TO REACH STATION FROM THE INTERSECTION OF HERBERTSVILLE ROAD (ROUTE
 KV7037'549) AND SALLY IKE ROAD GO SOUTH ON SALLY IKE ROAD FOR 1.4 MI
 KV7037'(2.25 KM) TO THE INTERSECTION WITH LANES MILL AND DUNBECK ROAD. TURN
 KV7037'LEFT ON DUNBECK ROAD FOR 0.25 MI (0.40 KM) TO STATION ON LEFT.
 KV7037'STATION MARK IS SET IN THE TOP OF A 0.5 FT (0.15 M) SQUARE CONCRETE
 KV7037'MONUMENT SET FLUSH WITH THE GROUND. STATION IS WEST OF THE HIGH
 KV7037'SCHOOL PARKING LOT, 11.6 FT (3.54 M) WEST OF A 3.0 FT (0.91 M) HIGH
 KV7037'CHAIN LINK FENCE, 12.5 FT (3.81 M) EAST OF THE EDGE OF PAVE, 118.1 FT
 KV7037'(36.00 M) SOUTHEAST OF UTILITY POLE JC 4478 BK AND 65.5 FT (19.96 M)
 KV7037'NORTHEAST OF UTILITY POLE JC 271 BK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7038 ***********************************************************************
 KV7038  DESIGNATION -  0028
 KV7038  PID         -  KV7038
 KV7038  STATE/COUNTY-  NJ/MONMOUTH
 KV7038  USGS QUAD   -  LAKEWOOD (1989)
 KV7038
 KV7038                         *CURRENT SURVEY CONTROL
 KV7038  ___________________________________________________________________
 KV7038* NAD 83(1996)-  40 06 36.72514(N)    074 08 08.61654(W)     ADJUSTED  
 KV7038* NAVD 88     -        17.6    (meters)      58.     (feet)  GPS OBS   
 KV7038  ___________________________________________________________________
 KV7038  X           -   1,335,312.228 (meters)                     COMP
 KV7038  Y           -  -4,698,768.195 (meters)                     COMP
 KV7038  Z           -   4,087,341.663 (meters)                     COMP
 KV7038  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 KV7038  ELLIP HEIGHT-         -15.34  (meters)          (10/23/02) GPS OBS
 KV7038  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV7038
 KV7038  HORZ ORDER  -  FIRST
 KV7038  ELLP ORDER  -  FOURTH    CLASS I
 KV7038
 KV7038.The horizontal coordinates were established by GPS observations
 KV7038.and adjusted by the National Geodetic Survey in May 1999..
 KV7038
 KV7038.The orthometric height was determined by GPS observations and a
 KV7038.high-resolution geoid model.
 KV7038
 KV7038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7038
 KV7038.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7038
 KV7038.The ellipsoidal height was determined by GPS observations
 KV7038.and is referenced to NAD 83.
 KV7038
 KV7038.The geoid height was determined by GEOID03.
 KV7038
 KV7038;                    North         East     Units Scale Factor Converg.
 KV7038;SPC NJ       -   141,813.075   181,053.559   MT  0.99991187   +0 14 04.9
 KV7038;SPC NJ       -   465,265.06    594,006.55   sFT  0.99991187   +0 14 04.9
 KV7038;UTM  18      - 4,440,346.535   573,655.848   MT  0.99966678   +0 33 24.6
 KV7038
 KV7038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7038!SPC NJ       -   1.00000241  x   0.99991187  =   0.99991428
 KV7038!UTM  18      -   1.00000241  x   0.99966678  =   0.99966919
 KV7038
 KV7038                          SUPERSEDED SURVEY CONTROL
 KV7038
 KV7038  ELLIP H (05/14/99)  -15.36   (m)                       GP(       ) 4 1
 KV7038  NAD 83(1986)-  40 06 36.72552(N)    074 08 08.62067(W) AD(       ) 1
 KV7038
 KV7038.Superseded values are not recommended for survey control.
 KV7038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7038.See file dsdata.txt to determine how the superseded data were derived.
 KV7038
 KV7038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7365640347(NAD 83)
 KV7038_MARKER: DD = SURVEY DISK
 KV7038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7038_SP_SET: CONCRETE POST
 KV7038_STAMPING: M.U.A.-28-93
 KV7038_MARK LOGO: BRICKT
 KV7038_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7038+STABILITY: SURFACE MOTION
 KV7038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7038+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7038
 KV7038  HISTORY     - Date     Condition        Report By
 KV7038  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7038
 KV7038                          STATION DESCRIPTION
 KV7038
 KV7038'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7038'STATION IS LOCATED IN HOWELL TOWNSHIP WEST OF BUT NOT IMMEDIATLEY
 KV7038'ADJACENT TO THE GARDEN STATE PARKWAY.
 KV7038'TO REACH STATION FROM THE CENTER OF THE BURNT TAVERN ROAD OVERPASS
 KV7038'BRIDGE OVER THE PARKWAY GO WEST ON BURNT TAVERN ROAD FOR 0.1 MI
 KV7038'(0.16 KM) TO HERBORN AVE. TURN RIGHT ON HERBORN (HERBORN TURNS INTO
 KV7038'NEWTONS CORNER ROAD) FOR 0.9 MI (1.45 KM) TO PINE NEEDLE STREET. TURN
 KV7038'RIGHT ON PINE NEEDLE ST FOR 0.2 MI (0.32 KM) TO BAYBERRY COURT. TURN
 KV7038'RIGHT ON BAYBERRY CT FOR 0.25 MI (0.40 KM) TO STATION ON THE RIGHT.
 KV7038'STATION MARK IS SET IN THE TOP OF A 0.5 FT (0.15 M) SQUARE CONCRETE
 KV7038'MONUMENT SET FLUSH WITH THE GROUND. STATION IS LOCATED ON THE EAST
 KV7038'SIDE OF THE ROAD NEAR A STORMWATER DETENTION POND, 10.0 FT (3.05 M)
 KV7038'EAST OF THE FACE OF CURB, 132.5 FT (40.39 M) SOUTH OF THE SOUTHEAST
 KV7038'CORNER OF A TWO STORY FRAME DWELLING ON LOT 8 AND 123.8 FT (37.73 M)
 KV7038'EAST OF THE FACE OF CURB AT THE CENTERLINE OF A STORMDRAIN INLET ON
 KV7038'THE WEST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7039 ***********************************************************************
 KV7039  DESIGNATION -  0029
 KV7039  PID         -  KV7039
 KV7039  STATE/COUNTY-  NJ/OCEAN
 KV7039  USGS QUAD   -  LAKEWOOD (1989)
 KV7039
 KV7039                         *CURRENT SURVEY CONTROL
 KV7039  ___________________________________________________________________
 KV7039* NAD 83(1996)-  40 04 05.35231(N)    074 07 52.61034(W)     ADJUSTED  
 KV7039* NAVD 88     -         8.4    (meters)      28.     (feet)  GPS OBS   
 KV7039  ___________________________________________________________________
 KV7039  X           -   1,336,497.044 (meters)                     COMP
 KV7039  Y           -  -4,701,549.854 (meters)                     COMP
 KV7039  Z           -   4,083,763.879 (meters)                     COMP
 KV7039  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 KV7039  ELLIP HEIGHT-         -24.53  (meters)          (10/23/02) GPS OBS
 KV7039  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KV7039
 KV7039  HORZ ORDER  -  FIRST
 KV7039  ELLP ORDER  -  FOURTH    CLASS I
 KV7039
 KV7039.The horizontal coordinates were established by GPS observations
 KV7039.and adjusted by the National Geodetic Survey in May 1999..
 KV7039
 KV7039.The orthometric height was determined by GPS observations and a
 KV7039.high-resolution geoid model.
 KV7039
 KV7039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7039
 KV7039.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7039
 KV7039.The ellipsoidal height was determined by GPS observations
 KV7039.and is referenced to NAD 83.
 KV7039
 KV7039.The geoid height was determined by GEOID03.
 KV7039
 KV7039;                    North         East     Units Scale Factor Converg.
 KV7039;SPC NJ       -   137,146.230   181,451.934   MT  0.99991217   +0 14 14.4
 KV7039;SPC NJ       -   449,953.92    595,313.55   sFT  0.99991217   +0 14 14.4
 KV7039;UTM  18      - 4,435,683.145   574,080.341   MT  0.99966756   +0 33 33.2
 KV7039
 KV7039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7039!SPC NJ       -   1.00000385  x   0.99991217  =   0.99991602
 KV7039!UTM  18      -   1.00000385  x   0.99966756  =   0.99967141
 KV7039
 KV7039                          SUPERSEDED SURVEY CONTROL
 KV7039
 KV7039  ELLIP H (05/14/99)  -24.55   (m)                       GP(       ) 4 1
 KV7039  NAD 83(1986)-  40 04 05.35266(N)    074 07 52.61447(W) AD(       ) 1
 KV7039
 KV7039.Superseded values are not recommended for survey control.
 KV7039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7039.See file dsdata.txt to determine how the superseded data were derived.
 KV7039
 KV7039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7408035683(NAD 83)
 KV7039_MARKER: DD = SURVEY DISK
 KV7039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7039_SP_SET: CONCRETE POST
 KV7039_STAMPING: M.U.A.-29-93
 KV7039_MARK LOGO: BRICKT
 KV7039_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7039+STABILITY: SURFACE MOTION
 KV7039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7039+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7039
 KV7039  HISTORY     - Date     Condition        Report By
 KV7039  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7039
 KV7039                          STATION DESCRIPTION
 KV7039
 KV7039'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7039'STATION IS LOCATED IN BRICK TOWNSHIP.
 KV7039'STATION IS LOCATED AT THE INTERSECTION OF ROUTE 70 AND ROUTE 88 IN
 KV7039'LAURELTON.
 KV7039'STATION MARK IS SET IN THE TOP OF A 0.5 FT (0.15 M) SQUARE CONCRETE
 KV7039'MONUMENT SET FLUSH WITH THE GROUND. STATION IS LOCATED IN A GRASSY
 KV7039'AREA NORTHEAST OF THE ROUTE 70 ENTRANCE TO A SHOPPING CENTER, 70.5 FT
 KV7039'(21.49 M) SOUTH OF THE SOUTHEAST CORNER OF THE SHOPPING CENTER
 KV7039'BUILDING, 99.5 FT (30.33 M) SOUTH OF THE SOUTHWEST CORNER OF THE
 KV7039'SHOPPING CENTER BUILDING AND 29.5 FT (8.99 M) EAST OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7040 ***********************************************************************
 KV7040  DESIGNATION -  0030
 KV7040  PID         -  KV7040
 KV7040  STATE/COUNTY-  NJ/MONMOUTH
 KV7040  USGS QUAD   -  ASBURY PARK (1989)
 KV7040
 KV7040                         *CURRENT SURVEY CONTROL
 KV7040  ___________________________________________________________________
 KV7040* NAD 83(1996)-  40 08 16.37689(N)    074 06 35.51244(W)     ADJUSTED  
 KV7040* NAVD 88     -         3.0    (meters)      10.     (feet)  GPS OBS   
 KV7040  ___________________________________________________________________
 KV7040  X           -   1,336,887.658 (meters)                     COMP
 KV7040  Y           -  -4,696,249.191 (meters)                     COMP
 KV7040  Z           -   4,089,682.518 (meters)                     COMP
 KV7040  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 KV7040  ELLIP HEIGHT-         -29.90  (meters)          (10/23/02) GPS OBS
 KV7040  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV7040
 KV7040  HORZ ORDER  -  FIRST
 KV7040  ELLP ORDER  -  FOURTH    CLASS I
 KV7040
 KV7040.The horizontal coordinates were established by GPS observations
 KV7040.and adjusted by the National Geodetic Survey in May 1999..
 KV7040
 KV7040.The orthometric height was determined by GPS observations and a
 KV7040.high-resolution geoid model.
 KV7040
 KV7040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7040
 KV7040.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7040
 KV7040.The ellipsoidal height was determined by GPS observations
 KV7040.and is referenced to NAD 83.
 KV7040
 KV7040.The geoid height was determined by GEOID03.
 KV7040
 KV7040;                    North         East     Units Scale Factor Converg.
 KV7040;SPC NJ       -   144,895.752   183,244.784   MT  0.99991360   +0 15 05.4
 KV7040;SPC NJ       -   475,378.81    601,195.60   sFT  0.99991360   +0 15 05.4
 KV7040;UTM  18      - 4,443,440.731   575,829.169   MT  0.99967078   +0 34 25.8
 KV7040
 KV7040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7040!SPC NJ       -   1.00000469  x   0.99991360  =   0.99991829
 KV7040!UTM  18      -   1.00000469  x   0.99967078  =   0.99967547
 KV7040
 KV7040                          SUPERSEDED SURVEY CONTROL
 KV7040
 KV7040  ELLIP H (05/14/99)  -29.92   (m)                       GP(       ) 4 1
 KV7040  NAD 83(1986)-  40 08 16.37726(N)    074 06 35.51659(W) AD(       ) 1
 KV7040
 KV7040.Superseded values are not recommended for survey control.
 KV7040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7040.See file dsdata.txt to determine how the superseded data were derived.
 KV7040
 KV7040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7582943441(NAD 83)
 KV7040_MARKER: DD = SURVEY DISK
 KV7040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7040_SP_SET: CONCRETE POST
 KV7040_STAMPING: M.U.A.-30-93
 KV7040_MARK LOGO: BRICKT
 KV7040_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7040+STABILITY: SURFACE MOTION
 KV7040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7040+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7040
 KV7040  HISTORY     - Date     Condition        Report By
 KV7040  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7040
 KV7040                          STATION DESCRIPTION
 KV7040
 KV7040'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7040'STATION IS LOCATED IN ALLENWOOD TOWNSHIP ON THE GROUNDS OF BRICE
 KV7040'PARK.
 KV7040'TO REACH STATION FROM THE CENTER OF THE ROUTE 34 OVERPASS BRIDGE OVER
 KV7040'ATLANTIC AVE GO WEST ON ATLANTIC AVE FOR 0.4 MI (0.64 KM) TO A Y
 KV7040'INTERSECTION WITH WEST SIDE ROAD. GO STRAIGHT ONTO WESTSIDE RD FOR
 KV7040'0.23 MI (0.37 KM) TO ALLENWOOD-LAKEWOOD ROAD. TURN LEFT ON
 KV7040'ALLENWOOD-LAKEWOOD RD FOR 0.4 MI (0.64 KM) TO THE ENTRANCE TO THE
 KV7040'PARK. TURN RIGHT AND FOLLOW ENTRANCE ROAD FOR 0.1 MI (0.16 KM) TO A
 KV7040'PAVILION ON THE LEFT NEAR A LARGE STONE .
 KV7040'STATION MARK IS SET IN THE TOP OF A 0.5 FT (0.15 M) SQUARE CONCRETE
 KV7040'MONUMENT SET FLUSH WITH THE GROUND. STATION IS 80.5 FT (24.54 M)
 KV7040'SOUTH OF THE NORTHWEST CORNER OF THE PAVILION AND 64.0 FT (19.51 M)
 KV7040'NORTHWEST OF THE SOUTHWEST CORNER OF THE PAVILION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7041 ***********************************************************************
 KV7041  DESIGNATION -  0031
 KV7041  PID         -  KV7041
 KV7041  STATE/COUNTY-  NJ/MONMOUTH
 KV7041  USGS QUAD   -  ASBURY PARK (1989)
 KV7041
 KV7041                         *CURRENT SURVEY CONTROL
 KV7041  ___________________________________________________________________
 KV7041* NAD 83(1996)-  40 08 12.53864(N)    074 06 15.94771(W)     ADJUSTED  
 KV7041* NAVD 88     -         8.6    (meters)      28.     (feet)  GPS OBS   
 KV7041  ___________________________________________________________________
 KV7041  X           -   1,337,355.166 (meters)                     COMP
 KV7041  Y           -  -4,696,199.839 (meters)                     COMP
 KV7041  Z           -   4,089,595.590 (meters)                     COMP
 KV7041  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 KV7041  ELLIP HEIGHT-         -24.35  (meters)          (10/23/02) GPS OBS
 KV7041  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV7041
 KV7041  HORZ ORDER  -  FIRST
 KV7041  ELLP ORDER  -  FOURTH    CLASS I
 KV7041
 KV7041.The horizontal coordinates were established by GPS observations
 KV7041.and adjusted by the National Geodetic Survey in May 1999..
 KV7041
 KV7041.The orthometric height was determined by GPS observations and a
 KV7041.high-resolution geoid model.
 KV7041
 KV7041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7041
 KV7041.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7041
 KV7041.The ellipsoidal height was determined by GPS observations
 KV7041.and is referenced to NAD 83.
 KV7041
 KV7041.The geoid height was determined by GEOID03.
 KV7041
 KV7041;                    North         East     Units Scale Factor Converg.
 KV7041;SPC NJ       -   144,779.424   183,708.417   MT  0.99991398   +0 15 18.0
 KV7041;SPC NJ       -   474,997.16    602,716.70   sFT  0.99991398   +0 15 18.0
 KV7041;UTM  18      - 4,443,327.042   576,293.337   MT  0.99967165   +0 34 38.4
 KV7041
 KV7041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7041!SPC NJ       -   1.00000382  x   0.99991398  =   0.99991780
 KV7041!UTM  18      -   1.00000382  x   0.99967165  =   0.99967547
 KV7041
 KV7041                          SUPERSEDED SURVEY CONTROL
 KV7041
 KV7041  ELLIP H (05/14/99)  -24.37   (m)                       GP(       ) 4 1
 KV7041  NAD 83(1986)-  40 08 12.53900(N)    074 06 15.95188(W) AD(       ) 1
 KV7041
 KV7041.Superseded values are not recommended for survey control.
 KV7041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7041.See file dsdata.txt to determine how the superseded data were derived.
 KV7041
 KV7041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7629343327(NAD 83)
 KV7041_MARKER: DD = SURVEY DISK
 KV7041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7041_SP_SET: CONCRETE POST
 KV7041_STAMPING: M.U.A.-31-93
 KV7041_MARK LOGO: BRICKT
 KV7041_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7041+STABILITY: SURFACE MOTION
 KV7041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7041+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7041
 KV7041  HISTORY     - Date     Condition        Report By
 KV7041  HISTORY     - 1993     MONUMENTED       MCCRON
 KV7041
 KV7041                          STATION DESCRIPTION
 KV7041
 KV7041'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7041'STATION IS LOCATED IN ALLENWOOD TOWNSHIP ON THE GROUNDS OF THE
 KV7041'MANASQUAN WILDLIFE MANAGEMENT AREA.
 KV7041'TO REACH STATION FROM THE ROUTE 34 OVERPASS BRIDGE OVER ATLANTIC AVE
 KV7041'GO WEST ON ATLANTIC AVE FOR 0.4 MI (0.64 KM) TO RAMSHORE DRIVE. TURN
 KV7041'LEFT ON RAMSHORE DR FOR 0.26 MI (0.42 KM) TO AN ENTRANCE ROAD TO THE
 KV7041'WILDLIFE AREA. TURN RIGHT ON THE ENTRANCE ROAD FOR 0.36 MI (0.58 KM)
 KV7041'TO A PARKING LOT AT THE END OF THE ROAD. STATION IS AT THE SOUTHWEST
 KV7041'CORNER OF THE PARKING LOT.
 KV7041'STATION MARK IS SET IN THE TOP OF A 0.5 FT (0.15 M) SQUARE CONCRETE
 KV7041'MONUMENT SET FLUSH WITH THE GROUND. STATION IS IN A GRASSY AREA
 KV7041'BEHIND A METAL GUARDRAIL, 4.85 FT (1.48 M) WEST OF THE SOUTH CORNER
 KV7041'OF THE GUARDRAIL AND 36.6 FT (11.16 M) SOUTH OF THE NORTH END OF THE
 KV7041'GUARDRAIL AT AN OPENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8458 ***********************************************************************
 AI8458  DESIGNATION -  01378570 A
 AI8458  PID         -  AI8458
 AI8458  STATE/COUNTY-  NJ/BERGEN
 AI8458  USGS QUAD   -  HACKENSACK (1997)
 AI8458
 AI8458                         *CURRENT SURVEY CONTROL
 AI8458  ___________________________________________________________________
 AI8458* NAD 83(1986)-  40 52 45.     (N)    074 02 27.     (W)     SCALED    
 AI8458* NAVD 88     -         1.495  (meters)       4.90   (feet)  ADJUSTED  
 AI8458  ___________________________________________________________________
 AI8458  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 AI8458  DYNAMIC HT  -           1.494 (meters)       4.90  (feet)  COMP
 AI8458  MODELED GRAV-     980,239.7   (mgal)                       NAVD 88
 AI8458
 AI8458  VERT ORDER  -  FIRST     CLASS II
 AI8458
 AI8458.The horizontal coordinates were scaled from a topographic map and have
 AI8458.an estimated accuracy of +/- 6 seconds.
 AI8458
 AI8458.The orthometric height was determined by differential leveling
 AI8458.and adjusted by the National Geodetic Survey in March 2001..
 AI8458.No vertical observational check was made to the station.
 AI8458
 AI8458.The geoid height was determined by GEOID03.
 AI8458
 AI8458.The dynamic height is computed by dividing the NAVD 88
 AI8458.geopotential number by the normal gravity value computed on the
 AI8458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8458.degrees latitude (g = 980.6199 gals.).
 AI8458
 AI8458.The modeled gravity was interpolated from observed gravity values.
 AI8458
 AI8458;                    North         East    Units  Estimated Accuracy
 AI8458;SPC NJ       -   227,230.      188,700.      MT  (+/- 180 meters Scaled)
 AI8458
 AI8458                          SUPERSEDED SURVEY CONTROL
 AI8458
 AI8458.No superseded survey control is available for this station.
 AI8458
 AI8458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL808257(NAD 83)
 AI8458_MARKER: F = FLANGE-ENCASED ROD
 AI8458_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI8458_STAMPING: 01378570 A 1998
 AI8458_MARK LOGO: NGS   
 AI8458_PROJECTION: RECESSED 10 CENTIMETERS
 AI8458_MAGNETIC: I = MARKER IS A STEEL ROD
 AI8458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8458+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2004
 AI8458_ROD/PIPE-DEPTH: 27.7 meters
 AI8458_SLEEVE-DEPTH  : 1.3 meters
 AI8458
 AI8458  HISTORY     - Date     Condition        Report By
 AI8458  HISTORY     - 1998     MONUMENTED       NJGS
 AI8458  HISTORY     - 20020808 GOOD             USGS
 AI8458  HISTORY     - 20040820 GOOD             USGS
 AI8458
 AI8458                          STATION DESCRIPTION
 AI8458
 AI8458'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI8458'THE STATION IS LOCATED IN THE CITY OF HACKENSACK ON THE EAST SIDE OF
 AI8458'BRIDGE STREET, AT THE SKEWED TEE INTERSECTION WITH COURT STREET.  TO
 AI8458'REACH THE STATION FROM THE INTERSECTION OF RIVER STREET, COUNTY ROAD
 AI8458'503 AND COURT STREET, GO EAST ON COURT STREET FOR 0.05 MI (0.08 KM) TO
 AI8458'THE SKEWED TEE INTERSECTION WITH BRIDGE STREET AND THE STATION ON THE
 AI8458'LEFT, SET FLUSH WITH THE GROUND IN A SMALL TRIANGULAR GRASS ISLAND
 AI8458'ADJACENT TO THE BRIDGE OPERATORS HOUSE FOR THE STEEL TRUSS SWING
 AI8458'BRIDGE CARRYING COURT STREET OVER THE HACKENSACK RIVER.  THE STATION
 AI8458'IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS
 AI8458'COVER IS STAMPED 01378570 A 1998 AND IS SET FLUSH WITH THE GROUND.
 AI8458'THE STATION IS A NINE SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD
 AI8458'DRIVEN TO REFUSAL AT A DEPTH OF 27.73 M (90.98 FT) AND IS RECESSED
 AI8458'ABOUT 0.1 M (0.3 FT) BELOW THE GROUND.  THE SLEEVE DEPTH DOES NOT MEET
 AI8458'THE SPECIFICATIONS FOR A CLASS A MARK.  THE STATION IS 2.2 M (7.2 FT)
 AI8458'NORTHEAST FROM THE NORTHEAST CURB OF BRIDGE STREET, 13.5 M (44.3 FT)
 AI8458'NORTHWEST FROM THE NORTHWEST CORNER OF THE BRIDGE OPERATORS HOUSE, 3.8
 AI8458'M (12.5 FT) SOUTHEAST FROM AN INLET ALONG THE NORTHEAST CURB OF BRIDGE
 AI8458'STREET, 11.3 M (37.1 FT) NORTHWEST FROM POLE NUMBER 62066 H, ALONG THE
 AI8458'WEST SIDE OF THE BRIDGE OPERATORS HOUSE AND ABOUT 2.0 M (6.6 FT)
 AI8458'SOUTHEAST FROM A TRAFFIC SIGN WITH WITNESS SIGN ATTACHED.
 AI8458
 AI8458                          STATION RECOVERY (2002)
 AI8458
 AI8458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 AI8458'RECOVERED IN GOOD CONDITION.
 AI8458
 AI8458                          STATION RECOVERY (2004)
 AI8458
 AI8458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (PBR)
 AI8458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8459 ***********************************************************************
 AI8459  DESIGNATION -  01378570 B
 AI8459  PID         -  AI8459
 AI8459  STATE/COUNTY-  NJ/BERGEN
 AI8459  USGS QUAD   -  HACKENSACK (1997)
 AI8459
 AI8459                         *CURRENT SURVEY CONTROL
 AI8459  ___________________________________________________________________
 AI8459* NAD 83(1986)-  40 52 36.     (N)    074 02 34.     (W)     SCALED    
 AI8459* NAVD 88     -         1.955  (meters)       6.41   (feet)  ADJUSTED  
 AI8459  ___________________________________________________________________
 AI8459  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 AI8459  DYNAMIC HT  -           1.954 (meters)       6.41  (feet)  COMP
 AI8459  MODELED GRAV-     980,239.4   (mgal)                       NAVD 88
 AI8459
 AI8459  VERT ORDER  -  FIRST     CLASS II
 AI8459
 AI8459.The horizontal coordinates were scaled from a topographic map and have
 AI8459.an estimated accuracy of +/- 6 seconds.
 AI8459
 AI8459.The orthometric height was determined by differential leveling
 AI8459.and adjusted by the National Geodetic Survey in March 2001..
 AI8459.No vertical observational check was made to the station.
 AI8459
 AI8459.The geoid height was determined by GEOID03.
 AI8459
 AI8459.The dynamic height is computed by dividing the NAVD 88
 AI8459.geopotential number by the normal gravity value computed on the
 AI8459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8459.degrees latitude (g = 980.6199 gals.).
 AI8459
 AI8459.The modeled gravity was interpolated from observed gravity values.
 AI8459
 AI8459;                    North         East    Units  Estimated Accuracy
 AI8459;SPC NJ       -   226,950.      188,540.      MT  (+/- 180 meters Scaled)
 AI8459
 AI8459                          SUPERSEDED SURVEY CONTROL
 AI8459
 AI8459.No superseded survey control is available for this station.
 AI8459
 AI8459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL806255(NAD 83)
 AI8459_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI8459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI8459_SP_SET: SIGN BASE
 AI8459_STAMPING: 01378570 B 1998
 AI8459_MARK LOGO: USGS  
 AI8459_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8459+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AI8459
 AI8459  HISTORY     - Date     Condition        Report By
 AI8459  HISTORY     - 1998     MONUMENTED       NJGS
 AI8459  HISTORY     - 20020808 GOOD             USGS
 AI8459  HISTORY     - 20040317 GOOD             MACDEL
 AI8459
 AI8459                          STATION DESCRIPTION
 AI8459
 AI8459'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI8459'THE STATION IS LOCATED IN THE CITY OF HACKENSACK ON THE EAST SIDE OF
 AI8459'RIVER STREET, COUNTY ROAD 503 AND ON THE PROPERTY OF THE PEP BOYS AUTO
 AI8459'STORE.  TO REACH THE STATION FROM THE INTERSECTION OF RIVER STREET,
 AI8459'COUNTY ROAD 503 AND COURT STREET, GO SOUTH ON RIVER STREET FOR ABOUT
 AI8459'100 M (328.1 FT) TO THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE
 AI8459'AT THE NORTHWEST CORNER OF THE SQUARE CONCRETE BASE OF THE WEST LEG OF
 AI8459'A LARGE SIGN FOR THE PEP BOYS AUTO STORE AND ALSO IN RANGE WITH THE
 AI8459'SOUTH WALL OF THE STORE EXTENDED.  THE STATION IS 8.6 M (28.2 FT) EAST
 AI8459'FROM THE EAST CURB OF RIVER STREET, 3.0 M (9.8 FT) SOUTHEAST FROM AN
 AI8459'INLET AT THE SOUTHWEST CORNER OF THE NORTHWEST PARKING LOT FOR THE PEP
 AI8459'BOYS AUTO STORE AND 9.8 M (32.2 FT) NORTH FROM THE NOSE OF A CENTER
 AI8459'CONCRETE ISLAND AT THE MAIN ENTRANCE AND EXIT DRIVE LEADING TO THE
 AI8459'PARKING LOT.  THE STATION IS A STANDARD U.S.  GEOLOGICAL SURVEY GAGING
 AI8459'STATION DISK.
 AI8459
 AI8459                          STATION RECOVERY (2002)
 AI8459
 AI8459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 AI8459'RECOVERED IN GOOD CONDITION.
 AI8459
 AI8459                          STATION RECOVERY (2004)
 AI8459
 AI8459'RECOVERY NOTE BY MACDEL ENGINEERING 2004 (JM)
 AI8459'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI7796 ***********************************************************************
 AI7796  FBN         -  This is a Federal Base Network Control Station.
 AI7796  DESIGNATION -  01392590 A
 AI7796  PID         -  AI7796
 AI7796  STATE/COUNTY-  NJ/ESSEX
 AI7796  USGS QUAD   -  ELIZABETH (1995)
 AI7796
 AI7796                         *CURRENT SURVEY CONTROL
 AI7796  ___________________________________________________________________
 AI7796* NAD 83(1996)-  40 43 58.61622(N)    074 09 13.73151(W)     ADJUSTED  
 AI7796* NAVD 88     -         3.556  (meters)      11.67   (feet)  ADJUSTED  
 AI7796  ___________________________________________________________________
 AI7796  X           -   1,321,582.779 (meters)                     COMP
 AI7796  Y           -  -4,656,045.667 (meters)                     COMP
 AI7796  Z           -   4,139,977.269 (meters)                     COMP
 AI7796  LAPLACE CORR-           5.91  (seconds)                    DEFLEC99
 AI7796  ELLIP HEIGHT-         -28.69  (meters)          (09/24/01) GPS OBS
 AI7796  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 AI7796  DYNAMIC HT  -           3.555 (meters)      11.66  (feet)  COMP
 AI7796  MODELED GRAV-     980,225.0   (mgal)                       NAVD 88
 AI7796
 AI7796  HORZ ORDER  -  A
 AI7796  VERT ORDER  -  FIRST     CLASS II
 AI7796  ELLP ORDER  -  FOURTH    CLASS I
 AI7796
 AI7796.The horizontal coordinates were established by GPS observations
 AI7796.and adjusted by the National Geodetic Survey in September 2001..
 AI7796
 AI7796.The orthometric height was determined by differential leveling
 AI7796.and adjusted by the National Geodetic Survey in March 2001..
 AI7796.No vertical observational check was made to the station.
 AI7796
 AI7796.Photographs are available for this station.
 AI7796
 AI7796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7796
 AI7796.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7796
 AI7796.The ellipsoidal height was determined by GPS observations
 AI7796.and is referenced to NAD 83.
 AI7796
 AI7796.The geoid height was determined by GEOID03.
 AI7796
 AI7796.The dynamic height is computed by dividing the NAVD 88
 AI7796.geopotential number by the normal gravity value computed on the
 AI7796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7796.degrees latitude (g = 980.6199 gals.).
 AI7796
 AI7796.The modeled gravity was interpolated from observed gravity values.
 AI7796
 AI7796;                    North         East     Units Scale Factor Converg.
 AI7796;SPC NJ       -   210,951.800   179,240.741   MT  0.99991052   +0 13 33.2
 AI7796;SPC NJ       -   692,097.70    588,059.00   sFT  0.99991052   +0 13 33.2
 AI7796;UTM  18      - 4,509,456.861   571,452.363   MT  0.99966284   +0 33 07.9
 AI7796
 AI7796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7796!SPC NJ       -   1.00000450  x   0.99991052  =   0.99991502
 AI7796!UTM  18      -   1.00000450  x   0.99966284  =   0.99966734
 AI7796
 AI7796                          SUPERSEDED SURVEY CONTROL
 AI7796
 AI7796  NAVD 88 (09/24/01)    3.56   (m)           11.7    (f) LEVELING    3  
 AI7796
 AI7796.Superseded values are not recommended for survey control.
 AI7796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7796.See file dsdata.txt to determine how the superseded data were derived.
 AI7796
 AI7796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7145209457(NAD 83)
 AI7796_MARKER: F = FLANGE-ENCASED ROD
 AI7796_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI7796_STAMPING: 01392590 A 1997
 AI7796_MARK LOGO: NGS   
 AI7796_PROJECTION: FLUSH
 AI7796_MAGNETIC: I = MARKER IS A STEEL ROD
 AI7796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7796+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 AI7796_ROD/PIPE-DEPTH: 23.8 meters
 AI7796_SLEEVE-DEPTH  : 0.9 meters
 AI7796
 AI7796  HISTORY     - Date     Condition        Report By
 AI7796  HISTORY     - 1997     MONUMENTED       NJGS
 AI7796  HISTORY     - 19980515 GOOD             NJGS
 AI7796  HISTORY     - 20000910 GOOD             NGS
 AI7796  HISTORY     - 20011027 GOOD             NGS
 AI7796  HISTORY     - 20050504 GOOD             KSENG
 AI7796
 AI7796                          STATION DESCRIPTION
 AI7796
 AI7796'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI7796'THE STATION IS LOCATED IN THE CITY OF NEWARK ON THE NORTHEAST SIDE OF
 AI7796'RAYMOND BOULEVARD ON THE GROUNDS OF RIVERBANK PARK, A CITY OWNED
 AI7796'PROPERTY, NOW ABANDONED AND SET OPPOSITE THE ENTRANCE RAMP LEADING
 AI7796'FROM THE WESTBOUND LANES OF RAYMOND BOULEVARD TO THE BRIDGE CARRYING
 AI7796'F.E.  RODGERS BOULEVARD OVER THE PASSAIC RIVER AND ALSO IN LINE WITH
 AI7796'THE EAST CURBLINE EXTENDED OF VAN BUREN STREET, A TEE INTERSECTION ON
 AI7796'THE SOUTH SIDE OF RAYMOND BOULEVARD.  THE STATION IS A STANDARD NGS
 AI7796'THREE DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS COVER IS STAMPED
 AI7796'01392590 A 1997 AND IS SET FLUSH WITH THE GROUND.  THE STATION IS A
 AI7796'NINE SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD WITH GREASE FILLED
 AI7796'SLEEVE DRIVEN TO REFUSAL AT A DEPTH OF 23.78 M (78.02 FT) AND IS
 AI7796'RECESSED ABOUT 10 CM BELOW THE GROUND.  THE SLEEVE DEPTH DOES NOT MEET
 AI7796'THE SPECIFICATIONS FOR A CLASS A MARK,   5.7 METERS (18.7 FT) NORTH
 AI7796'FROM THE WEST END OF A 6 FT (1.8 M) HIGH CHAIN LINK FENCE ALONG THE
 AI7796'NORTH SIDE OF RAYMOND BOULEVARD, 11.5 M (37.7 FT) NORTHEAST FROM THE
 AI7796'CENTERLINE OF THE RAMP LEADING TO THE BRIDGE AND 9.6 M (31.5 FT) NORTH
 AI7796'FROM AN ALUMINUM LIGHTPOLE ON THE NORTHEAST SIDE OF RAYMOND BOULEVARD.
 AI7796
 AI7796                          STATION RECOVERY (2000)
 AI7796
 AI7796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AI7796'THE STATION IS LOCATED ON THE EAST SIDE OF NEWARK, AT THE JUNCTION
 AI7796'OF RAYMOND BOULEVARD AND VAN BUREN STREET AT RIVER BANK PARK,
 AI7796'DIRECTLY NORTH AND ACROSS RAYMOND BOULEVARD FROM THE JUNCTION
 AI7796'OF VAN BUREN STREET, ON THE NORTH SIDE OF A SIDEWALK JUST NORTH
 AI7796'OF THE BEGINNING OF THE RAYMOND STREET EXIT FOR THE ENTRANCE
 AI7796'RAMP TO THE PASSAIC RIVER BRIDGE.  OWNERSHIP--CITY OF NEWARK.  TO
 AI7796'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 280
 AI7796'EXIT 15 AND MC CARTER HIGHWAY, GO SOUTH ON MC CARTER HIGHWAY
 AI7796'FOR 1.3 KM (0.80 MI) TO THE JUNCTION OF RAYMOND BOULEVARD.  TURN
 AI7796'LEFT, SOUTHEAST ON RAYMOND BOULEVARD FOR 0.56 KM (0.35 MI) TO THE
 AI7796'Y-JUNCTION OF MARKET STREET AND RAYMOND BOULEVARD (NOW
 AI7796'ONE-WAY WEST).  CONTINUE AHEAD, SOUTHEAST ON MARKET STREET FOR
 AI7796'0.72 KM (0.45 MI) TO THE JUNCTION OF FILLMORE STREET. TURN LEFT,
 AI7796'NORTH ON FILLMORE STREET FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF
 AI7796'RAYMOND BOULEVARD (ONE WAY WEST).  TURN LEFT, WEST ON RAYMOND
 AI7796'STREET FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF VAN BUREN STREET ON
 AI7796'THE LEFT AND THE EXIT FOR THE ENTRANCE RAMP TO THE PASSAIC RIVER
 AI7796'BRIDGE AND THE STATION ON THE RIGHT.  YOU CAN HOP THE CURB OF
 AI7796'RAYMOND STREET AND PARK IN AN OPEN AREA ON THE NORTH SIDE OF THE
 AI7796'SIDEWALK.  THE STATION IS A PUNCH MARK ON THE TOP OF A STAINLESS
 AI7796'STEEL ROD IN A GREASE-FILLED SLEEVE, ENCASED IN A 13 CM PVC PIPE WITH
 AI7796'NGS LOGO CAP FLUSH WITH GROUND.  LOCATED 12.19 M (39.99 FT)
 AI7796'SOUTH-SOUTHEAST OF A METAL POST SUPPORTING SIGN --DO NOT EAT FISH
 AI7796'OR CRABS FROM THESE WATERS--, 10.06 M (33.01 FT) NORTHEAST OF THE
 AI7796'EAST END POST OF A CHAIN LINK FENCE ATTACHED TO THE RETAINING WALL
 AI7796'ON THE NORTH SIDE OF THE ENTRANCE RAMP, 8.1 M (26.6 FT) NORTH OF THE
 AI7796'NORTH CURB OF THE ENTRANCE RAMP, 5.79 M (19.00 FT)
 AI7796'NORTH-NORTHWEST OF THE WEST END POST OF A CHAIN LINK FENCE AT
 AI7796'THE ENTRANCE OF THE SIDEWALK AND 3.12 M (10.24 FT) NORTH OF THE
 AI7796'NORTH EDGE OF THE SIDEWALK.
 AI7796' 
 AI7796' 
 AI7796'
 AI7796
 AI7796                          STATION RECOVERY (2001)
 AI7796
 AI7796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 AI7796'RECOVERED AS DESCRIBED 10/27/01 BY R.G. HAYES
 AI7796'
 AI7796
 AI7796                          STATION RECOVERY (2005)
 AI7796
 AI7796'RECOVERY NOTE BY KS ENGINEERS PC 2005 (HGP)
 AI7796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI7797 ***********************************************************************
 AI7797  DESIGNATION -  01392590 B
 AI7797  PID         -  AI7797
 AI7797  STATE/COUNTY-  NJ/ESSEX
 AI7797  USGS QUAD   -  ELIZABETH (1995)
 AI7797
 AI7797                         *CURRENT SURVEY CONTROL
 AI7797  ___________________________________________________________________
 AI7797* NAD 83(1986)-  40 44 02.     (N)    074 09 36.     (W)     SCALED    
 AI7797* NAVD 88     -         2.102  (meters)       6.90   (feet)  ADJUSTED  
 AI7797  ___________________________________________________________________
 AI7797  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 AI7797  DYNAMIC HT  -           2.101 (meters)       6.89  (feet)  COMP
 AI7797  MODELED GRAV-     980,223.6   (mgal)                       NAVD 88
 AI7797
 AI7797  VERT ORDER  -  FIRST     CLASS II
 AI7797
 AI7797.The horizontal coordinates were scaled from a topographic map and have
 AI7797.an estimated accuracy of +/- 6 seconds.
 AI7797
 AI7797.The orthometric height was determined by differential leveling
 AI7797.and adjusted by the National Geodetic Survey in March 2001..
 AI7797.No vertical observational check was made to the station.
 AI7797
 AI7797.The geoid height was determined by GEOID03.
 AI7797
 AI7797.The dynamic height is computed by dividing the NAVD 88
 AI7797.geopotential number by the normal gravity value computed on the
 AI7797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7797.degrees latitude (g = 980.6199 gals.).
 AI7797
 AI7797.The modeled gravity was interpolated from observed gravity values.
 AI7797
 AI7797;                    North         East    Units  Estimated Accuracy
 AI7797;SPC NJ       -   211,050.      178,720.      MT  (+/- 180 meters Scaled)
 AI7797
 AI7797                          SUPERSEDED SURVEY CONTROL
 AI7797
 AI7797.No superseded survey control is available for this station.
 AI7797
 AI7797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL709095(NAD 83)
 AI7797_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI7797_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI7797_SP_SET: JUNCTION CHAMBER
 AI7797_STAMPING: 01392590 B 1997
 AI7797_MARK LOGO: USGS  
 AI7797_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7797+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1998
 AI7797
 AI7797  HISTORY     - Date     Condition        Report By
 AI7797  HISTORY     - 1997     MONUMENTED       NJGS
 AI7797  HISTORY     - 19980515 GOOD             NJGS
 AI7797  HISTORY     - 20030822 GOOD             USGS
 AI7797
 AI7797                          STATION DESCRIPTION
 AI7797
 AI7797'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI7797'THE STATION IS LOCATED IN THE CITY OF NEWARK ON THE GROUNDS OF THE
 AI7797'CITY OF NEWARK FIRE DEPARTMENT TRAINING CENTER LOCATED ON THE PASSAIC
 AI7797'RIVER WATERFRONT.  TO REACH THE STATION FROM THE INTERSECTION OF THE
 AI7797'BRIDGE CARRYING F.E.  RODGERS BOULEVARD OVER RAYMOND BOULEVARD, GO
 AI7797'WEST ON RAYMOND BOULEVARD FOR ABOUT 0.15 MI (0.24 KM) TO THE TEE
 AI7797'INTERSECTION WITH JERSEY STREET ON THE RIGHT.  TURN RIGHT AND GO ABOUT
 AI7797'100 M (328.1 FT) NORTH ON JERSEY STREET TO THE DEAD END AT A ONE STORY
 AI7797'BRICK BUILDING AND A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO ABOUT
 AI7797'40 M (131.2 FT) TO THE ENTRANCE GATE LEADING TO THE FIRE DEPARTMENT
 AI7797'TRAINING CENTER ON THE LEFT.  PASS THROUGH THE GATE, TURN RIGHT AND GO
 AI7797'NORTHEAST FOR ABOUT 80 M (262.5 FT) TO THE STATION AHEAD, SET FLUSH IN
 AI7797'A DRILL HOLE IN THE TOP OF THE EAST SIDE OF A 2.5 M (8.2 FT) BY 6.5 M
 AI7797'(21.3 FT) RECTANGULAR CONCRETE JUNCTION CHAMBER WITH A CONSPICUOUS
 AI7797'0.32 M (1.05 FT) DIAMETER METAL PIPE AT THE SOUTHEAST CORNER.  THE
 AI7797'STATION IS 6.1 M (20.0 FT) NORTHEAST FROM POLE NUMBER PS JC 25 N WITH
 AI7797'A CITY FIRE DEPARTMENT ALARM BOX ATTACHED, 6.3 M (20.7 FT) NORTHWEST
 AI7797'FROM AN INLET SET FLUSH IN THE ASPHALT PAVED LOT, 2.2 M (7.2 FT)
 AI7797'SOUTHWEST FROM THE NORTHEAST CORNER OF THE JUNCTION CHAMBER AND 21.6 M
 AI7797'(70.9 FT) WEST FROM THE NORTHWEST CORNER OF A TWO STORY BRICK BUILDING
 AI7797'WITH FIRE ESCAPE ATTACHED ON THE NORTH SIDE, USED FOR FIRE FIGHTING
 AI7797'TRAINING EXERCISES.  THE STATION IS A STANDARD U.S.  GEOLOGICAL SURVEY
 AI7797'GAGING STATION DISK.
 AI7797
 AI7797                          STATION RECOVERY (2003)
 AI7797
 AI7797'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI7797'PROPERTY OF NEWARK FIRE DEPARTMENT TO BE SEALED 9/1/03 PER CITY FIRE
 AI7797'OFFICIALS - ACCESS RESTRICTED.  MARK UNDISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8462 ***********************************************************************
 AI8462  DESIGNATION -  01407080 A
 AI8462  PID         -  AI8462
 AI8462  STATE/COUNTY-  NJ/MONMOUTH
 AI8462  USGS QUAD   -  KEYPORT (1977)
 AI8462
 AI8462                         *CURRENT SURVEY CONTROL
 AI8462  ___________________________________________________________________
 AI8462* NAD 83(1986)-  40 26 53.     (N)    074 08 51.     (W)     SCALED    
 AI8462* NAVD 88     -         1.781  (meters)       5.84   (feet)  ADJUSTED  
 AI8462  ___________________________________________________________________
 AI8462  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 AI8462  DYNAMIC HT  -           1.780 (meters)       5.84  (feet)  COMP
 AI8462  MODELED GRAV-     980,223.0   (mgal)                       NAVD 88
 AI8462
 AI8462  VERT ORDER  -  FIRST     CLASS II
 AI8462
 AI8462.The horizontal coordinates were scaled from a topographic map and have
 AI8462.an estimated accuracy of +/- 6 seconds.
 AI8462
 AI8462.The orthometric height was determined by differential leveling
 AI8462.and adjusted by the National Geodetic Survey in March 2001..
 AI8462.No vertical observational check was made to the station.
 AI8462
 AI8462.The geoid height was determined by GEOID03.
 AI8462
 AI8462.The dynamic height is computed by dividing the NAVD 88
 AI8462.geopotential number by the normal gravity value computed on the
 AI8462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8462.degrees latitude (g = 980.6199 gals.).
 AI8462
 AI8462.The modeled gravity was interpolated from observed gravity values.
 AI8462
 AI8462;                    North         East    Units  Estimated Accuracy
 AI8462;SPC NJ       -   179,320.      179,900.      MT  (+/- 180 meters Scaled)
 AI8462
 AI8462                          SUPERSEDED SURVEY CONTROL
 AI8462
 AI8462.No superseded survey control is available for this station.
 AI8462
 AI8462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK722778(NAD 83)
 AI8462_MARKER: F = FLANGE-ENCASED ROD
 AI8462_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI8462_STAMPING: 01407080 A 1997
 AI8462_MARK LOGO: NGS   
 AI8462_PROJECTION: RECESSED 10 CENTIMETERS
 AI8462_MAGNETIC: I = MARKER IS A STEEL ROD
 AI8462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8462+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2003
 AI8462_ROD/PIPE-DEPTH: 7.92 meters
 AI8462_SLEEVE-DEPTH  : 1.3 meters
 AI8462
 AI8462  HISTORY     - Date     Condition        Report By
 AI8462  HISTORY     - 1997     MONUMENTED       NJGS
 AI8462  HISTORY     - 20021031 GOOD             NJGS
 AI8462  HISTORY     - 20031121 GOOD             USGS
 AI8462
 AI8462                          STATION DESCRIPTION
 AI8462
 AI8462'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI8462'THE STATION IS LOCATED IN THE BOROUGH OF UNION BEACH ON THE GROUNDS OF
 AI8462'THE BAYSHORE FLOOD CONTROL STATION, FORMERLY KNOWN AS THE KEANSBURG
 AI8462'PUMP STATION, A FACILITY OPERATED AND MAINTAINED BY THE NEW JERSEY
 AI8462'DEPARTMENT OF ENVIRONMENTAL PROTECTION, BUREAU OF COASTAL ENGINEERING.
 AI8462'PERMISSION TO OCCUPY THE STATION SHOULD BE OBTAINED FROM MR.  ANTHONY
 AI8462'CICCONE, STATION SUPERVISOR, PHONE 732 739 0099. TO REACH THE STATION
 AI8462'FROM THE INTERSECTION OF STATE ROUTE 36 AND ROSE LANE, GO NORTHWEST ON
 AI8462'ROSE LANE FOR 0.35 MI (0.56 KM) TO A GATE LEADING TO THE IFF CHEMICAL
 AI8462'COMPANY AHEAD.  PASS THROUGH THE GATE AND TURN SHARP RIGHT INTO A
 AI8462'PAVED PARKING LOT FOR THE IFF EMPLOYEES FEDERAL CREDIT UNION.  GO EAST
 AI8462'THROUGH THE PARKING LOT FOR ABOUT 80 M (262.5 FT) TO THE END OF THE
 AI8462'PARKING LOT AND A GRAVEL ROAD AHEAD. CONTINUE EAST ON THE GRAVEL ROAD
 AI8462'FOR ABOUT 0.05 MI (0.08 KM) TO ANOTHER GATE.  PASS THROUGH THE GATE
 AI8462'AND GO EAST, NORTH AND THEN EAST ON THE GRAVEL ROAD FOR 0.55 MI (0.89
 AI8462'KM) TO THE MAIN GATE FOR THE FLOOD CONTROL FACILITY AND THE STATION ON
 AI8462'THE RIGHT, SET NEAR THE SOUTHWEST CORNER OF A LARGE CORRUGATED METAL
 AI8462'PLATE STORAGE SHED.  THE STATION IS A STANDARD NGS THREE DIMENSIONAL
 AI8462'MARK.  THE LOGO FLANGE WITH ACCESS COVER IS STAMPED 01407080 A 1997
 AI8462'AND IS SET FLUSH WITH THE GROUND.  THE STATION IS A NINE SIXTEENTHS
 AI8462'INCH DIAMETER STAINLESS STEEL ROD WITH GREASE FILLED SLEEVE DRIVEN TO
 AI8462'REFUSAL AT A DEPTH OF 7.92 M (25.98 FT) AND IS RECESSED ABOUT 10 CM
 AI8462'BELOW THE GROUND.  THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A
 AI8462'CLASS A MARK.  THE STATION IS 0.90 M (2.95 FT) NORTHWEST FROM THE
 AI8462'SOUTHWEST CORNER OF THE LARGE CORRUGATED METAL PLATE STORAGE SHED, 5.8
 AI8462'M (19.0 FT) SOUTH SOUTHEAST FROM THE CENTERLINE OF THE GRAVEL ENTRANCE
 AI8462'ROAD AND 15.7 M (51.5 FT) SOUTH FROM THE CENTER OF THE ENTRANCE GATE
 AI8462'OF A 6 FT (1.8 M) HIGH CHAIN LINK FENCE TOPPED WITH BARBED WIRE
 AI8462'SURROUNDING THE FLOOD CONTROL FACILITY.
 AI8462
 AI8462                          STATION RECOVERY (2002)
 AI8462
 AI8462'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (MVI)
 AI8462'RECOVERED IN GOOD CONDITION.
 AI8462
 AI8462                          STATION RECOVERY (2003)
 AI8462
 AI8462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI8462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8463 ***********************************************************************
 AI8463  DESIGNATION -  01407080 B
 AI8463  PID         -  AI8463
 AI8463  STATE/COUNTY-  NJ/MONMOUTH
 AI8463  USGS QUAD   -  KEYPORT (1977)
 AI8463
 AI8463                         *CURRENT SURVEY CONTROL
 AI8463  ___________________________________________________________________
 AI8463* NAD 83(1986)-  40 26 54.     (N)    074 08 51.     (W)     SCALED    
 AI8463* NAVD 88     -         4.324  (meters)      14.19   (feet)  ADJUSTED  
 AI8463  ___________________________________________________________________
 AI8463  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 AI8463  DYNAMIC HT  -           4.322 (meters)      14.18  (feet)  COMP
 AI8463  MODELED GRAV-     980,223.1   (mgal)                       NAVD 88
 AI8463
 AI8463  VERT ORDER  -  FIRST     CLASS II
 AI8463
 AI8463.The horizontal coordinates were scaled from a topographic map and have
 AI8463.an estimated accuracy of +/- 6 seconds.
 AI8463
 AI8463.The orthometric height was determined by differential leveling
 AI8463.and adjusted by the National Geodetic Survey in March 2001..
 AI8463.No vertical observational check was made to the station.
 AI8463
 AI8463.The geoid height was determined by GEOID03.
 AI8463
 AI8463.The dynamic height is computed by dividing the NAVD 88
 AI8463.geopotential number by the normal gravity value computed on the
 AI8463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8463.degrees latitude (g = 980.6199 gals.).
 AI8463
 AI8463.The modeled gravity was interpolated from observed gravity values.
 AI8463
 AI8463;                    North         East    Units  Estimated Accuracy
 AI8463;SPC NJ       -   179,350.      179,900.      MT  (+/- 180 meters Scaled)
 AI8463
 AI8463                          SUPERSEDED SURVEY CONTROL
 AI8463
 AI8463.No superseded survey control is available for this station.
 AI8463
 AI8463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK722778(NAD 83)
 AI8463_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI8463_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AI8463_SP_SET: RETAINING WALL
 AI8463_STAMPING: 01407080 B 1997
 AI8463_MARK LOGO: USGS  
 AI8463_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8463+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2002
 AI8463
 AI8463  HISTORY     - Date     Condition        Report By
 AI8463  HISTORY     - 1997     MONUMENTED       NJGS
 AI8463  HISTORY     - 20021031 GOOD             NJGS
 AI8463  HISTORY     - 20031121 GOOD             USGS
 AI8463
 AI8463                          STATION DESCRIPTION
 AI8463
 AI8463'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI8463'THE STATION IS LOCATED IN THE BOROUGH OF UNION BEACH ON THE GROUNDS OF
 AI8463'THE BAYSHORE FLOOD CONTROL STATION, FORMERLY KNOWN AS THE KEANSBURG
 AI8463'PUMP STATION, A FACILITY OPERATED AND MAINTAINED BY THE NEW JERSEY
 AI8463'DEPARTMENT OF ENVIRONMENTAL PROTECTION, BUREAU OF COASTAL ENGINEERING.
 AI8463'PERMISSION TO OCCUPY THE STATION SHOULD BE OBTAINED FROM MR.  ANTHONY
 AI8463'CICCONE, STATION SUPERVISOR, PHONE 732 739 0099. TO REACH THE STATION
 AI8463'FROM THE INTERSECTION OF STATE ROUTE 36 AND ROSE LANE, GO NORTHWEST ON
 AI8463'ROSE LANE FOR 0.35 MI (0.56 KM) TO A GATE LEADING TO THE IFF CHEMICAL
 AI8463'COMPANY AHEAD.  PASS THROUGH THE GATE,THEN TURN SHARP RIGHT INTO A
 AI8463'PAVED PARKING LOT FOR THE IFF EMPLOYEES FEDERAL CREDIT UNION.  GO EAST
 AI8463'THROUGH THE PARKING LOT FOR ABOUT 80 M (262.5 FT) TO THE END OF THE
 AI8463'PARKING LOT AND A GRAVEL ROAD AHEAD.  CONTINUE EAST ON THE GRAVEL ROAD
 AI8463'FOR ABOUT 0.05 MI (0.08 KM) TO ANOTHER GATE.  PASS THROUGH THE GATE
 AI8463'AND GO EAST, NORTH AND THEN EAST ON THE GRAVEL ROAD FOR 0.55 MI (0.89
 AI8463'KM) TO THE MAIN GATE FOR THE FLOOD CONTROL FACILITY.  PASS THROUGH THE
 AI8463'GATE AND GO ABOUT 37 M (121.4 FT) ON THE GRAVEL ROAD TO THE STATION ON
 AI8463'THE LEFT, SET FLUSH IN A DRILL HOLE IN THE TOP AT THE SOUTHWEST END OF
 AI8463'AN 8 FT (2.4 M) HIGH CONCRETE RETAINING WALL ALONG THE SOUTHWEST SIDE
 AI8463'OF THE FLOOD CONTROL BUILDING.  THE STATION IS 3.4 M (11.2 FT)
 AI8463'SOUTHEAST FROM AND NORMAL TO A 6 FT (1.8 M) HIGH CHAIN LINK FENCE
 AI8463'TOPPED WITH BARBED WIRE SURROUNDING THE FLOOD CONTROL FACILITY, 0.25 M
 AI8463'(0.82 FT) NORTHEAST FROM THE SOUTHWEST END OF THE RETAINING WALL, 11.3
 AI8463'M (37.1 FT) WEST NORTHWEST FROM POLE NUMBER JC 855 UNB, 10.95 M (35.93
 AI8463'FT) NORTHWEST FROM A FLAGPOLE, 8.6 M (28.2 FT) SOUTHWEST FROM THE WEST
 AI8463'CORNER OF THE FLOOD CONTROL BUILDING AND 37.5 M (123.0 FT) NORTHEAST
 AI8463'FROM THE CENTER OF THE ENTRANCE GATE LEADING INTO THE FLOOD CONTROL
 AI8463'FACILITY.  THE STATION IS A STANDARD U.S.  GEOLOGICAL SURVEY GAGING
 AI8463'STATION DISK.
 AI8463
 AI8463                          STATION RECOVERY (2002)
 AI8463
 AI8463'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (MVI)
 AI8463'RECOVERED IN GOOD CONDITION.
 AI8463
 AI8463                          STATION RECOVERY (2003)
 AI8463
 AI8463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI8463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8464 ***********************************************************************
 AI8464  DESIGNATION -  01407080 C
 AI8464  PID         -  AI8464
 AI8464  STATE/COUNTY-  NJ/MONMOUTH
 AI8464  USGS QUAD   -  KEYPORT (1977)
 AI8464
 AI8464                         *CURRENT SURVEY CONTROL
 AI8464  ___________________________________________________________________
 AI8464* NAD 83(1986)-  40 26 54.     (N)    074 08 50.     (W)     SCALED    
 AI8464* NAVD 88     -         1.702  (meters)       5.58   (feet)  ADJUSTED  
 AI8464  ___________________________________________________________________
 AI8464  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 AI8464  DYNAMIC HT  -           1.701 (meters)       5.58  (feet)  COMP
 AI8464  MODELED GRAV-     980,223.0   (mgal)                       NAVD 88
 AI8464
 AI8464  VERT ORDER  -  FIRST     CLASS II
 AI8464
 AI8464.The horizontal coordinates were scaled from a topographic map and have
 AI8464.an estimated accuracy of +/- 6 seconds.
 AI8464
 AI8464.The orthometric height was determined by differential leveling
 AI8464.and adjusted by the National Geodetic Survey in March 2001..
 AI8464.No vertical observational check was made to the station.
 AI8464
 AI8464.The geoid height was determined by GEOID03.
 AI8464
 AI8464.The dynamic height is computed by dividing the NAVD 88
 AI8464.geopotential number by the normal gravity value computed on the
 AI8464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8464.degrees latitude (g = 980.6199 gals.).
 AI8464
 AI8464.The modeled gravity was interpolated from observed gravity values.
 AI8464
 AI8464;                    North         East    Units  Estimated Accuracy
 AI8464;SPC NJ       -   179,350.      179,920.      MT  (+/- 180 meters Scaled)
 AI8464
 AI8464                          SUPERSEDED SURVEY CONTROL
 AI8464
 AI8464.No superseded survey control is available for this station.
 AI8464
 AI8464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK723778(NAD 83)
 AI8464_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI8464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI8464_SP_SET: SPILLWAY
 AI8464_STAMPING: 01407080 C 1997
 AI8464_MARK LOGO: USGS  
 AI8464_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8464+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2002
 AI8464
 AI8464  HISTORY     - Date     Condition        Report By
 AI8464  HISTORY     - 1997     MONUMENTED       NJGS
 AI8464  HISTORY     - 20021031 GOOD             NJGS
 AI8464  HISTORY     - 20031121 GOOD             USGS
 AI8464
 AI8464                          STATION DESCRIPTION
 AI8464
 AI8464'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI8464'THE STATION IS LOCATED IN THE BOROUGH OF UNION BEACH ON THE GROUNDS OF
 AI8464'THE BAYSHORE FLOOD CONTROL STATION, FORMERLY KNOWN AS THE KEANSBURG
 AI8464'PUMP STATION, A FACILITY OPERATED AND MAINTAINED BY THE NEW JERSEY
 AI8464'DEPARTMENT OF ENVIRONMENTAL PROTECTION, BUREAU OF COASTAL ENGINEERING.
 AI8464'PERMISSION TO OCCUPY THE STATION SHOULD BE OBTAINED FROM MR.  ANTHONY
 AI8464'CICCONE, STATION SUPERVISOR, PHONE 732 739 0099. TO REACH THE STATION
 AI8464'FROM THE INTERSECTION OF STATE ROUTE 36 AND ROSE LANE, GO NORTHWEST ON
 AI8464'ROSE LANE FOR 0.35 MI (0.56 KM) TO A GATE LEADING TO THE IFF CHEMICAL
 AI8464'COMPANY AHEAD.  PASS THROUGH THE GATE, THEN TURN SHARP RIGHT INTO A
 AI8464'PAVED PARKING LOT FOR THE IFF EMPLOYEES FEDERAL CREDIT UNION.  GO EAST
 AI8464'THROUGH THE PARKING LOT FOR ABOUT 80 M (262.5 FT) TO THE END OF THE
 AI8464'PARKING LOT AND A GRAVEL ROAD AHEAD. CONTINUE EAST ON THE GRAVEL ROAD
 AI8464'FOR ABOUT 0.05 MI (0.08 KM) TO ANOTHER GATE.  PASS THROUGH THE GATE
 AI8464'AND GO EAST, NORTH AND THEN EAST ON THE GRAVEL ROAD FOR 0.55 MI (0.89
 AI8464'KM) TO THE MAIN GATE LEADING INTO THE FLOOD CONTROL FACILITY.  PASS
 AI8464'THROUGH THE GATE AND GO ABOUT 50 M (164.0 FT) TO THE END OF THE GRAVEL
 AI8464'ROAD AND THE BEGINNING OF A CONCRETE ROAD CROSSING THE FLOOD CONTROL
 AI8464'SPILLWAY AND THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN
 AI8464'TOP OF THE SOUTHEAST SPILLWAY WALL.  THE STATION IS 11.9 M (39.0 FT)
 AI8464'EAST FROM POLE NUMBER JC 855 UNB, 2.1 M (6.9 FT) EAST SOUTHEAST FROM
 AI8464'THE CENTER OF THE CONCRETE ROAD CROSSING THE FLOOD CONTROL SPILLWAY,
 AI8464'9.7 M (31.8 FT) EAST FROM THE SOUTH CORNER OF THE FLOOD CONTROL
 AI8464'BUILDING AND 5.7 M (18.7 FT) EAST FROM THE EAST CORNER OF AN ABOVE
 AI8464'GROUND CONCRETE DIESEL FUEL STORAGE TANK.  THE STATION IS A STANDARD
 AI8464'U.S.  GEOLOGICAL SURVEY GAGING DISK.
 AI8464
 AI8464                          STATION RECOVERY (2002)
 AI8464
 AI8464'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (MVI)
 AI8464'RECOVERED IN GOOD CONDITION.
 AI8464
 AI8464                          STATION RECOVERY (2003)
 AI8464
 AI8464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI8464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8465 ***********************************************************************
 AI8465  DESIGNATION -  01407080 D
 AI8465  PID         -  AI8465
 AI8465  STATE/COUNTY-  NJ/MONMOUTH
 AI8465  USGS QUAD   -  KEYPORT (1977)
 AI8465
 AI8465                         *CURRENT SURVEY CONTROL
 AI8465  ___________________________________________________________________
 AI8465* NAD 83(1986)-  40 26 54.     (N)    074 08 50.     (W)     SCALED    
 AI8465* NAVD 88     -         1.627  (meters)       5.34   (feet)  ADJUSTED  
 AI8465  ___________________________________________________________________
 AI8465  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 AI8465  DYNAMIC HT  -           1.626 (meters)       5.33  (feet)  COMP
 AI8465  MODELED GRAV-     980,223.0   (mgal)                       NAVD 88
 AI8465
 AI8465  VERT ORDER  -  FIRST     CLASS II
 AI8465
 AI8465.The horizontal coordinates were scaled from a topographic map and have
 AI8465.an estimated accuracy of +/- 6 seconds.
 AI8465
 AI8465.The orthometric height was determined by differential leveling
 AI8465.and adjusted by the National Geodetic Survey in March 2001..
 AI8465.No vertical observational check was made to the station.
 AI8465
 AI8465.The geoid height was determined by GEOID03.
 AI8465
 AI8465.The dynamic height is computed by dividing the NAVD 88
 AI8465.geopotential number by the normal gravity value computed on the
 AI8465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8465.degrees latitude (g = 980.6199 gals.).
 AI8465
 AI8465.The modeled gravity was interpolated from observed gravity values.
 AI8465
 AI8465;                    North         East    Units  Estimated Accuracy
 AI8465;SPC NJ       -   179,350.      179,920.      MT  (+/- 180 meters Scaled)
 AI8465
 AI8465                          SUPERSEDED SURVEY CONTROL
 AI8465
 AI8465.No superseded survey control is available for this station.
 AI8465
 AI8465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK723778(NAD 83)
 AI8465_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI8465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI8465_SP_SET: SPILLWAY
 AI8465_STAMPING: 01407080 D 1997
 AI8465_MARK LOGO: USGS  
 AI8465_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8465+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2003
 AI8465
 AI8465  HISTORY     - Date     Condition        Report By
 AI8465  HISTORY     - 1997     MONUMENTED       NJGS
 AI8465  HISTORY     - 20021031 GOOD             NJGS
 AI8465  HISTORY     - 20031121 GOOD             USGS
 AI8465
 AI8465                          STATION DESCRIPTION
 AI8465
 AI8465'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI8465'THE STATION IS LOCATED IN THE BOROUGH OF UNION BEACH ON THE GROUNDS OF
 AI8465'THE BAYSHORE FLOOD CONTROL STATION, FORMERLY KNOWN AS THE KEANSBURG
 AI8465'PUMP STATION, A FACILITY OPERATED AND MAINTAINED BY THE NEW JERSEY
 AI8465'DEPARTMENT OF ENVIRONMENTAL PROTECTION, BUREAU OF COASTAL ENGINEERING.
 AI8465'PERMISSION TO OCCUPY THE STATION SHOULD BE OBTAINED FROM MR.  ANTHONY
 AI8465'CICCONE, STATION SUPERVISOR, PHONE 732 739 0099. TO REACH THE STATION
 AI8465'FROM THE INTERSECTION OF STATE ROUTE 36 AND ROSE LANE, GO NORTHWEST ON
 AI8465'ROSE LANE FOR 0.35 MI (0.56 KM) TO A GATE LEADING TO THE IFF CHEMICAL
 AI8465'COMPANY AHEAD.  PASS THROUGH THE GATE, THEN TURN SHARP RIGHT INTO A
 AI8465'PAVED PARKING LOT FOR THE IFF EMPLOYEES FEDERAL CREDIT UNION.  GO EAST
 AI8465'THROUGH THE PARKING LOT FOR ABOUT 80 M (262.5 FT) TO THE END OF THE
 AI8465'PARKING LOT AND A GRAVEL ROAD AHEAD. CONTINUE EAST ON THE GRAVEL ROAD
 AI8465'FOR ABOUT 0.05 MI (0.08 KM) TO ANOTHER GATE.  PASS THROUGH THE GATE
 AI8465'AND GO EAST, NORTH AND THEN EAST ON THE GRAVEL ROAD FOR 0.55 MI (0.89
 AI8465'KM) TO THE MAIN GATE LEADING INTO THE FLOOD CONTROL FACILITY.  PASS
 AI8465'THROUGH THE GATE AND GO ABOUT 50 M (164.0 FT) TO THE END OF THE GRAVEL
 AI8465'ROAD AND THE BEGINNING OF A CONCRETE ROAD CROSSING THE FLOOD CONTROL
 AI8465'SPILLWAY AHEAD.  CONTINUE EAST ON THE CONCRETE ROAD, CROSSING THE
 AI8465'FLOOD CONTROL SPILLWAY FOR ABOUT 16 M (52.5 FT) TO THE END OF THE ROAD
 AI8465'AND THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE TOP OF
 AI8465'THE NORTHEAST SPILLWAY WALL.  THE STATION IS 3.5 M (11.5 FT) NORTH
 AI8465'NORTHWEST FROM THE CENTERLINE OF THE CONCRETE ROAD CROSSING THE FLOOD
 AI8465'CONTROL SPILLWAY, 9.2 M (30.2 FT) WEST FROM POLE NUMBER JC 854 UNB,
 AI8465'6.3 M (20.7 FT) WEST FROM A UTILITY MANHOLE AND 5.3 M (17.4 FT) SOUTH
 AI8465'SOUTHWEST FROM THE EAST CORNER OF THE FLOOD CONTROL BUILDING.  THE
 AI8465'STATION IS A STANDARD U.S.  GEOLOGICAL SURVEY GAGING STATION DISK.
 AI8465
 AI8465                          STATION RECOVERY (2002)
 AI8465
 AI8465'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (MVI)
 AI8465'RECOVERED IN GOOD CONDITION.
 AI8465
 AI8465                          STATION RECOVERY (2003)
 AI8465
 AI8465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI8465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8466 ***********************************************************************
 AI8466  DESIGNATION -  01407080 E
 AI8466  PID         -  AI8466
 AI8466  STATE/COUNTY-  NJ/MONMOUTH
 AI8466  USGS QUAD   -  KEYPORT (1977)
 AI8466
 AI8466                         *CURRENT SURVEY CONTROL
 AI8466  ___________________________________________________________________
 AI8466* NAD 83(1986)-  40 26 54.     (N)    074 08 50.     (W)     SCALED    
 AI8466* NAVD 88     -         1.730  (meters)       5.68   (feet)  ADJUSTED  
 AI8466  ___________________________________________________________________
 AI8466  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 AI8466  DYNAMIC HT  -           1.729 (meters)       5.67  (feet)  COMP
 AI8466  MODELED GRAV-     980,223.0   (mgal)                       NAVD 88
 AI8466
 AI8466  VERT ORDER  -  FIRST     CLASS II
 AI8466
 AI8466.The horizontal coordinates were scaled from a topographic map and have
 AI8466.an estimated accuracy of +/- 6 seconds.
 AI8466
 AI8466.The orthometric height was determined by differential leveling
 AI8466.and adjusted by the National Geodetic Survey in March 2001..
 AI8466.No vertical observational check was made to the station.
 AI8466
 AI8466.The geoid height was determined by GEOID03.
 AI8466
 AI8466.The dynamic height is computed by dividing the NAVD 88
 AI8466.geopotential number by the normal gravity value computed on the
 AI8466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8466.degrees latitude (g = 980.6199 gals.).
 AI8466
 AI8466.The modeled gravity was interpolated from observed gravity values.
 AI8466
 AI8466;                    North         East    Units  Estimated Accuracy
 AI8466;SPC NJ       -   179,350.      179,920.      MT  (+/- 180 meters Scaled)
 AI8466
 AI8466                          SUPERSEDED SURVEY CONTROL
 AI8466
 AI8466.No superseded survey control is available for this station.
 AI8466
 AI8466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK723778(NAD 83)
 AI8466_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI8466_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AI8466_SP_SET: RETAINING WALL
 AI8466_STAMPING: 01407080 E 1997
 AI8466_MARK LOGO: USGS  
 AI8466_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8466+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2002
 AI8466
 AI8466  HISTORY     - Date     Condition        Report By
 AI8466  HISTORY     - 1997     MONUMENTED       NJGS
 AI8466  HISTORY     - 20021031 GOOD             NJGS
 AI8466  HISTORY     - 20031121 GOOD             USGS
 AI8466
 AI8466                          STATION DESCRIPTION
 AI8466
 AI8466'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI8466'THE STATION IS LOCATED IN THE BOROUGH OF UNION BEACH ON THE GROUNDS OF
 AI8466'THE BAYSHORE FLOOD CONTROL STATION, FORMERLY KNOWN AS THE KEANSBURG
 AI8466'PUMP STATION, A FACILITY OPERATED AND MAINTAINED BY THE NEW JERSEY
 AI8466'DEPARTMENT OF ENVIRONMENTAL PROTECTION, BUREAU OF COASTAL ENGINEERING.
 AI8466'PERMISSION TO OCCUPY THE STATION SHOULD BE OBTAINED FROM MR.  ANTHONY
 AI8466'CICCONE, STATION SUPERVISOR, PHONE 732 739 0099. TO REACH THE STATION
 AI8466'FROM THE INTERSECTION OF STATE ROUTE 36 AND ROSE LANE, GO NORTHWEST ON
 AI8466'ROSE LANE FOR 0.35 MI (0.56 KM) TO A GATE LEADING TO THE IFF CHEMICAL
 AI8466'COMPANY AHEAD.  PASS THROUGH THE GATE, THEN TURN SHARP RIGHT INTO A
 AI8466'PAVED PARKING LOT FOR THE IFF EMPLOYEES FEDERAL CREDIT UNION.  GO EAST
 AI8466'THROUGH THE PARKING LOT FOR ABOUT 80 M (262.5 FT) TO THE END OF THE
 AI8466'PARKING LOT AND A GRAVEL ROAD AHEAD. CONTINUE EAST ON THE GRAVEL ROAD
 AI8466'FOR ABOUT 0.05 MI (0.08 KM) TO ANOTHER GATE.  PASS THROUGH THE GATE
 AI8466'AND GO EAST, NORTH AND THEN EAST ON THE GRAVEL ROAD FOR 0.55 MI (0.89
 AI8466'KM) TO THE MAIN GATE LEADING INTO THE FLOOD CONTROL FACILITY.  PASS
 AI8466'THROUGH THE GATE AND GO ABOUT 50 M (164.0 FT) TO THE END OF THE GRAVEL
 AI8466'ROAD AND THE BEGINNING OF A CONCRETE ROAD CROSSING THE FLOOD CONTROL
 AI8466'SPILLWAY AHEAD.  CONTINUE EAST ON THE CONCRETE ROAD, CROSSING THE
 AI8466'FLOOD CONTROL SPILLWAY FOR ABOUT 16 M (52.5 FT) TO THE END OF THE
 AI8466'ROAD.  CONTINUE EAST FOR ABOUT 16 M (52.5 FT) TO THE END OF THE FLOOD
 AI8466'CONTROL FACILITY PROPERTY AT THE ENTRANCE TO WAACKAACK CREEK AND THE
 AI8466'STATION AHEAD, SET FLUSH IN A DRILL HOLE IN THE TOP OF A CONCRETE
 AI8466'RETAINING WALL ADJACENT TO THE MAIN FLOOD CONTROL GATE AT THE ENTRANCE
 AI8466'TO WAACKAACK CREEK.  THE STATION IS 6.7 M (22.0 FT) NORTHEAST FROM
 AI8466'POLE NUMBER JC 854 UNB, 12.1 M (39.7 FT) EAST FROM THE EAST CORNER OF
 AI8466'THE FLOOD CONTROL BUILDING AND 16.2 M (53.1 FT) NORTHEAST FROM STATION
 AI8466'01407080 D 1997.  THE STATION IS A STANDARD U.S.  GEOLOGICAL SURVEY
 AI8466'GAGING STATION DISK.
 AI8466
 AI8466                          STATION RECOVERY (2002)
 AI8466
 AI8466'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (MVI)
 AI8466'RECOVERED IN GOOD CONDITION.
 AI8466
 AI8466                          STATION RECOVERY (2003)
 AI8466
 AI8466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI8466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8470 ***********************************************************************
 AI8470  DESIGNATION -  01407600 A
 AI8470  PID         -  AI8470
 AI8470  STATE/COUNTY-  NJ/MONMOUTH
 AI8470  USGS QUAD   -  LONG BRANCH (1981)
 AI8470
 AI8470                         *CURRENT SURVEY CONTROL
 AI8470  ___________________________________________________________________
 AI8470* NAD 83(1986)-  40 21 56.     (N)    073 58 30.     (W)     SCALED    
 AI8470* NAVD 88     -         2.005  (meters)       6.58   (feet)  ADJUSTED  
 AI8470  ___________________________________________________________________
 AI8470  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 AI8470  DYNAMIC HT  -           2.004 (meters)       6.57  (feet)  COMP
 AI8470  MODELED GRAV-     980,178.5   (mgal)                       NAVD 88
 AI8470
 AI8470  VERT ORDER  -  FIRST     CLASS II
 AI8470
 AI8470.The horizontal coordinates were scaled from a topographic map and have
 AI8470.an estimated accuracy of +/- 6 seconds.
 AI8470
 AI8470.The orthometric height was determined by differential leveling
 AI8470.and adjusted by the National Geodetic Survey in March 2001..
 AI8470
 AI8470.The geoid height was determined by GEOID03.
 AI8470
 AI8470.The dynamic height is computed by dividing the NAVD 88
 AI8470.geopotential number by the normal gravity value computed on the
 AI8470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8470.degrees latitude (g = 980.6199 gals.).
 AI8470
 AI8470.The modeled gravity was interpolated from observed gravity values.
 AI8470
 AI8470;                    North         East    Units  Estimated Accuracy
 AI8470;SPC NJ       -   170,230.      194,590.      MT  (+/- 180 meters Scaled)
 AI8470
 AI8470                          SUPERSEDED SURVEY CONTROL
 AI8470
 AI8470.No superseded survey control is available for this station.
 AI8470
 AI8470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK870688(NAD 83)
 AI8470_MARKER: F = FLANGE-ENCASED ROD
 AI8470_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI8470_STAMPING: 01407600 A 1997
 AI8470_MARK LOGO: NGS   
 AI8470_PROJECTION: RECESSED 10 CENTIMETERS
 AI8470_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8470+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 AI8470_ROD/PIPE-DEPTH: 8.23 meters
 AI8470_SLEEVE-DEPTH  : 1.30 meters
 AI8470
 AI8470  HISTORY     - Date     Condition        Report By
 AI8470  HISTORY     - 1997     MONUMENTED       NJGS
 AI8470  HISTORY     - 20030110 GOOD             NJGS
 AI8470  HISTORY     - 20030717 GOOD             NJGS
 AI8470
 AI8470                          STATION DESCRIPTION
 AI8470
 AI8470'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI8470'THE STATION IS LOCATED IN THE BOROUGH OF SEA BRIGHT ON THE GROUNDS OF
 AI8470'SWING BRIDGE PARK, A COUNTY OWNED PEDESTRIAN PARK CREATED ON THE SITE
 AI8470'OF THE EAST ABUTMENT OF THE FORMER SWING BRIDGE OVER THE SHREWSBURY
 AI8470'RIVER.  TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 36
 AI8470'AND RUMSON ROAD, COUNTY ROAD 520, GO SOUTHEAST ON STATE ROUTE 36 FOR
 AI8470'ABOUT 100 M (328.1 FT) TO A PAVED PARKING LOT AND PEDESTRIAN ENTRANCE
 AI8470'TO SWING BRIDGE PARK, JUST SOUTHWEST FROM A GULF GASOLINE FILLING
 AI8470'STATION.  TURN RIGHT AND GO WEST ABOUT 45 M (147.6 FT) TO THE STATION,
 AI8470'SET NEAR THE FLAGPOLE IN THE PARK.  THE STATION IS A STANDARD NGS
 AI8470'THREE DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS COVER IS STAMPED
 AI8470'01407600 A 1997 AND IS SET FLUSH WITH THE GROUND. THE STATION IS A
 AI8470'NINE SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD WITH GREASE FILLED
 AI8470'SLEEVE DRIVEN TO REFUSAL TO A DEPTH OF 8.23 M (27.00 FT) AND IS
 AI8470'RECESSED ABOUT 10 CM BELOW THE GROUND.  THE SLEEVE DEPTH DOES NOT MEET
 AI8470'THE SPECIFICATIONS FOR A CLASS A MARK.  12.4 M IS 0.75 M (2.46 FT)
 AI8470'NORTHWEST FROM THE FLAGPOLE IN THE PARK, 12.4 M (40.7 FT) SOUTHWEST
 AI8470'FROM POLE NUMBER JC 29 SB, 4.3 M (14.1 FT) NORTHWEST FROM THE
 AI8470'NORTHWEST CORNER OF A CONCRETE BASE FOR A TALL RECTANGULAR ELECTRICAL
 AI8470'UTILITY BOX, 10.0 M (32.8 FT) FROM AN INLET AT THE NORTHWEST CORNER OF
 AI8470'THE PAVED PARKING LOT AND 19.9 M (65.3 FT) SOUTH SOUTHWEST FROM THE
 AI8470'SOUTHWEST CORNER OF A ONE STORY STUCCO FACED BUILDING WITH HACIENDA
 AI8470'STYLE ROOF FOR THE GULF GASOLINE FILLING STATION.
 AI8470
 AI8470                          STATION RECOVERY (2003)
 AI8470
 AI8470'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (SJM)
 AI8470'RECOVERED IN GOOD CONDITION.
 AI8470
 AI8470                          STATION RECOVERY (2003)
 AI8470
 AI8470'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 AI8470'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8473 ***********************************************************************
 AI8473  DESIGNATION -  01407770 A
 AI8473  PID         -  AI8473
 AI8473  STATE/COUNTY-  NJ/MONMOUTH
 AI8473  USGS QUAD   -  ASBURY PARK (1989)
 AI8473
 AI8473                         *CURRENT SURVEY CONTROL
 AI8473  ___________________________________________________________________
 AI8473* NAD 83(1986)-  40 10 47.     (N)    074 02 03.     (W)     SCALED    
 AI8473* NAVD 88     -         1.875  (meters)       6.15   (feet)  ADJUSTED  
 AI8473  ___________________________________________________________________
 AI8473  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 AI8473  DYNAMIC HT  -           1.874 (meters)       6.15  (feet)  COMP
 AI8473  MODELED GRAV-     980,167.0   (mgal)                       NAVD 88
 AI8473
 AI8473  VERT ORDER  -  FIRST     CLASS II
 AI8473
 AI8473.The horizontal coordinates were scaled from a topographic map and have
 AI8473.an estimated accuracy of +/- 6 seconds.
 AI8473
 AI8473.The orthometric height was determined by differential leveling
 AI8473.and adjusted by the National Geodetic Survey in March 2001..
 AI8473
 AI8473.The geoid height was determined by GEOID03.
 AI8473
 AI8473.The dynamic height is computed by dividing the NAVD 88
 AI8473.geopotential number by the normal gravity value computed on the
 AI8473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8473.degrees latitude (g = 980.6199 gals.).
 AI8473
 AI8473.The modeled gravity was interpolated from observed gravity values.
 AI8473
 AI8473;                    North         East    Units  Estimated Accuracy
 AI8473;SPC NJ       -   149,570.      189,670.      MT  (+/- 180 meters Scaled)
 AI8473
 AI8473                          SUPERSEDED SURVEY CONTROL
 AI8473
 AI8473.No superseded survey control is available for this station.
 AI8473
 AI8473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK822481(NAD 83)
 AI8473_MARKER: F = FLANGE-ENCASED ROD
 AI8473_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI8473_STAMPING: 01407770 A 1997
 AI8473_MARK LOGO: NGS   
 AI8473_PROJECTION: FLUSH
 AI8473_MAGNETIC: I = MARKER IS A STEEL ROD
 AI8473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8473+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI8473_ROD/PIPE-DEPTH: 10.1 meters
 AI8473_SLEEVE-DEPTH  : 1.3 meters
 AI8473
 AI8473  HISTORY     - Date     Condition        Report By
 AI8473  HISTORY     - 1997     MONUMENTED       NJGS
 AI8473  HISTORY     - 20040924 GOOD             USGS
 AI8473
 AI8473                          STATION DESCRIPTION
 AI8473
 AI8473'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (FAC)
 AI8473'THE STATION IS LOCATED IN THE BOROUGH OF BELMAR ON THE NORTHWEST SIDE
 AI8473'OF STATE ROUTE 35 ON THE GROUNDS OF MACLEARIE PARK.  THE ENTRANCE TO
 AI8473'THE PARK IS LOCATED OPPOSITE THE TEE INTERSECTION OF L STREET AND
 AI8473'STATE ROUTE 35.  THE STATION IS SET SOUTHWEST FROM THE BELMAR BOAT
 AI8473'BASIN AND MARINA AND NORTHEAST FROM A SOCCER FIELD ENCLOSED BY AN 8 FT
 AI8473'(2.4 M) HIGH CHAIN LINK FENCE.  THE STATION IS A STANDARD NGS THREE
 AI8473'DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS COVER IS STAMPED
 AI8473'01407770 A 1997 AND IS SET FLUSH WITH THE GROUND.  THE STATION IS A
 AI8473'NINE SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD WITH GREASE FILLED
 AI8473'SLEEVE DRIVEN TO REFUSAL AT A DEPTH OF 10.1 M (33.1 FT) AND IS
 AI8473'RECESSED ABOUT 10 CM BELOW THE GROUND.  THE SLEEVE DEPTH DOES NOT MEET
 AI8473'THE SPECIFICATIONS FOR A CLASS A MARK. THE STATION IS 3.8 M (12.5 FT)
 AI8473'EAST AND NORMAL TO THE 8 FT (2.4 M) HIGH CHAIN LINK FENCE SURROUNDING
 AI8473'THE SOCCER FIELD, 0.85 M (2.79 FT) NORTH FROM THE NORTHEAST CORNER OF
 AI8473'A WOOD FRAME SURROUNDING A BOCCE BALL COURT, 3.0 M (9.8 FT) NORTHEAST
 AI8473'FROM THE NORTHWEST CORNER OF THE WOOD FRAME SURROUNDING A BOCCE BALL
 AI8473'COURT, 21.8 M (71.5 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF THE 8
 AI8473'FT (2.4 M) HIGH CHAIN LINK FENCE, 27.95 M (91.70 FT) NORTH NORTHEAST
 AI8473'FROM THE NORTHWEST CORNER OF A ONE STORY STUCCO BUILDING USED FOR
 AI8473'PUBLIC RESTROOM FACILITIES ON THE NORTHWEST SIDE OF STATE ROUTE 35 AND
 AI8473'8.3 M (27.2 FT) WEST FROM THE WEST EDGE OF A WOOD PLANK BOARDWALK
 AI8473'ALONG THE CONCRETE BULKHEAD.
 AI8473
 AI8473                          STATION RECOVERY (2004)
 AI8473
 AI8473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (PBR)
 AI8473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8476 ***********************************************************************
 AI8476  DESIGNATION -  01408050 A
 AI8476  PID         -  AI8476
 AI8476  STATE/COUNTY-  NJ/OCEAN
 AI8476  USGS QUAD   -  POINT PLEASANT (1989)
 AI8476
 AI8476                         *CURRENT SURVEY CONTROL
 AI8476  ___________________________________________________________________
 AI8476* NAD 83(1986)-  40 06 11.     (N)    074 02 15.     (W)     SCALED    
 AI8476* NAVD 88     -         2.133  (meters)       7.00   (feet)  ADJUSTED  
 AI8476  ___________________________________________________________________
 AI8476  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 AI8476  DYNAMIC HT  -           2.132 (meters)       6.99  (feet)  COMP
 AI8476  MODELED GRAV-     980,156.9   (mgal)                       NAVD 88
 AI8476
 AI8476  VERT ORDER  -  FIRST     CLASS II
 AI8476
 AI8476.The horizontal coordinates were scaled from a topographic map and have
 AI8476.an estimated accuracy of +/- 6 seconds.
 AI8476
 AI8476.The orthometric height was determined by differential leveling
 AI8476.and adjusted by the National Geodetic Survey in March 2001..
 AI8476
 AI8476.The geoid height was determined by GEOID03.
 AI8476
 AI8476.The dynamic height is computed by dividing the NAVD 88
 AI8476.geopotential number by the normal gravity value computed on the
 AI8476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8476.degrees latitude (g = 980.6199 gals.).
 AI8476
 AI8476.The modeled gravity was interpolated from observed gravity values.
 AI8476
 AI8476;                    North         East    Units  Estimated Accuracy
 AI8476;SPC NJ       -   141,060.      189,430.      MT  (+/- 180 meters Scaled)
 AI8476
 AI8476                          SUPERSEDED SURVEY CONTROL
 AI8476
 AI8476.No superseded survey control is available for this station.
 AI8476
 AI8476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK820396(NAD 83)
 AI8476_MARKER: F = FLANGE-ENCASED ROD
 AI8476_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI8476_STAMPING: 01408050 A 1997
 AI8476_MARK LOGO: NGS   
 AI8476_PROJECTION: FLUSH
 AI8476_MAGNETIC: I = MARKER IS A STEEL ROD
 AI8476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8476+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2001
 AI8476_ROD/PIPE-DEPTH: 12.5 meters
 AI8476_SLEEVE-DEPTH  : 1.3 meters
 AI8476
 AI8476  HISTORY     - Date     Condition        Report By
 AI8476  HISTORY     - 1997     MONUMENTED       NJGS
 AI8476  HISTORY     - 20010417 GOOD             NJGS
 AI8476  HISTORY     - 20020718 GOOD             USGS
 AI8476  HISTORY     - 20030922 GOOD             USGS
 AI8476
 AI8476                          STATION DESCRIPTION
 AI8476
 AI8476'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (RJK)
 AI8476'THE STATION IS LOCATED IN THE BOROUGH OF POINT PLEASANT BEACH ON THE
 AI8476'GROUNDS OF THE U.S.  COAST GUARD STATION LOCATED ON THE SOUTH SIDE OF
 AI8476'THE MANASQUAN RIVER INLET.  TO REACH THE STATION FROM THE INTERSECTION
 AI8476'OF STATE ROUTE 35 AND BROADWAY, JUST SOUTH OF THE BRIDGE CARRYING
 AI8476'STATE ROUTE 35 OVER THE MANASQUAN RIVER, GO EAST ON BROADWAY FOR 0.8
 AI8476'MI (1.3 KM) TO THE INTERSECTION WITH OCEAN AVENUE AT A TRAFFIC SIGNAL.
 AI8476'TURN LEFT ON OCEAN AVENUE, WHICH BECOMES A ONE WAY STREET NORTH OF THE
 AI8476'INTERSECTION AND GO ONE BLOCK TO A PARKING LOT AT THE INLET AHEAD AND
 AI8476'THE INLET DRIVE ON THE LEFT, A ONE WAY STREET. BEAR TO THE LEFT AND GO
 AI8476'NORTHWEST ON INLET DRIVE TO THE MAIN HEADQUARTERS BUILDING AND THE
 AI8476'STATION ON THE RIGHT, SET AT THE SOUTHEAST CORNER OF THE VOLLEYBALL
 AI8476'COURT.  THE STATION IS 16.5 FT (5.0 M) SOUTHWEST FROM THE SOUTHWEST
 AI8476'CURBLINE OF INLET DRIVE, 34.9 FT (10.6 M) SOUTH FROM POLE NUMBER JC26
 AI8476'PP, 60.0 FT (18.3 M) EAST FROM THE EAST LEG OF A THREE LEGGED ANTENNA
 AI8476'MAST, 72.8 FT (22.2 M) SOUTH SOUTHEAST FROM TRIANGULATION STATION MAN,
 AI8476'24.2 FT (7.4 M) NORTH FROM BENCHMARK STATION M 54 AND 30.0 FT (9.1 M)
 AI8476'NORTH NORTHWEST FROM THE CENTERLINE OF THE EAST DRIVEWAY LEADING INTO
 AI8476'THE COAST GUARD PROPERTY.  THE STATION IS A STANDARD NGS THREE
 AI8476'DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS COVER IS STAMPED
 AI8476'01408050 A 1997 AND IS SET FLUSH WITH THE GROUND.  THE STATION IS A
 AI8476'NINE SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD WITH GREASE FILLED
 AI8476'SLEEVE DRIVEN TO REFUSAL AT A DEPTH OF 12.50 M (41.01 FT) AND IS
 AI8476'RECESSED ABOUT 10 CM BELOW THE GROUND.  NOTE--THE SLEEVE DEPTH DOES
 AI8476'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AI8476
 AI8476                          STATION RECOVERY (2001)
 AI8476
 AI8476'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 AI8476'RECOVERED IN GOOD CONDITION.
 AI8476
 AI8476                          STATION RECOVERY (2002)
 AI8476
 AI8476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 AI8476'RECOVERED IN GOOD CONDITION.
 AI8476
 AI8476                          STATION RECOVERY (2003)
 AI8476
 AI8476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI8476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI7811 ***********************************************************************
 AI7811  DESIGNATION -  01408200 A
 AI7811  PID         -  AI7811
 AI7811  STATE/COUNTY-  NJ/OCEAN
 AI7811  USGS QUAD   -  SEASIDE PARK (1989)
 AI7811
 AI7811                         *CURRENT SURVEY CONTROL
 AI7811  ___________________________________________________________________
 AI7811* NAD 83(1986)-  39 56 17.     (N)    074 04 52.     (W)     SCALED    
 AI7811* NAVD 88     -         2.133  (meters)       7.00   (feet)  ADJUSTED  
 AI7811  ___________________________________________________________________
 AI7811  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AI7811  DYNAMIC HT  -           2.132 (meters)       6.99  (feet)  COMP
 AI7811  MODELED GRAV-     980,163.5   (mgal)                       NAVD 88
 AI7811
 AI7811  VERT ORDER  -  FIRST     CLASS II
 AI7811
 AI7811.The horizontal coordinates were scaled from a topographic map and have
 AI7811.an estimated accuracy of +/- 6 seconds.
 AI7811
 AI7811.The orthometric height was determined by differential leveling
 AI7811.and adjusted by the National Geodetic Survey in March 2001..
 AI7811
 AI7811.The geoid height was determined by GEOID03.
 AI7811
 AI7811.The dynamic height is computed by dividing the NAVD 88
 AI7811.geopotential number by the normal gravity value computed on the
 AI7811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7811.degrees latitude (g = 980.6199 gals.).
 AI7811
 AI7811.The modeled gravity was interpolated from observed gravity values.
 AI7811
 AI7811;                    North         East    Units  Estimated Accuracy
 AI7811;SPC NJ       -   122,720.      185,800.      MT  (+/- 180 meters Scaled)
 AI7811
 AI7811                          SUPERSEDED SURVEY CONTROL
 AI7811
 AI7811.No superseded survey control is available for this station.
 AI7811
 AI7811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK785212(NAD 83)
 AI7811_MARKER: F = FLANGE-ENCASED ROD
 AI7811_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI7811_STAMPING: 01408200 A 1998
 AI7811_MARK LOGO: NGS   
 AI7811_PROJECTION: RECESSED 10 CENTIMETERS
 AI7811_MAGNETIC: I = MARKER IS A STEEL ROD
 AI7811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7811+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI7811_ROD/PIPE-DEPTH: 21.9 meters
 AI7811_SLEEVE-DEPTH  : 1.2 meters
 AI7811
 AI7811  HISTORY     - Date     Condition        Report By
 AI7811  HISTORY     - 1998     MONUMENTED       NJGS
 AI7811
 AI7811                          STATION DESCRIPTION
 AI7811
 AI7811'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 AI7811'THE STATION IS LOCATED IN THE BOROUGH OF SEASIDE HEIGHTS WITHIN A
 AI7811'GRASS MEDIAN AREA SEPARATING THE NORTHBOUND AND SOUTHBOUND ROADWAYS OF
 AI7811'STATE ROUTE 35.  TO REACH THE STATION FROM THE CENTER OF THE LIFT SPAN
 AI7811'OF THE BRIDGE CARRYING THE EASTBOUND LANES OF STATE ROUTE 37 OVER THE
 AI7811'BARNEGAT BAY, GO EAST ON STATE ROUTE 37 FOR 1.6 MI (2.6 KM) TO THE
 AI7811'JUNCTION WITH THE SOUTHBOUND LANES OF STATE ROUTE 35. CONTINUE SOUTH
 AI7811'ON STATE ROUTE 35 FOR ABOUT 0.15 MI (0.24 KM) TO THE STATION ON THE
 AI7811'LEFT, ACROSS THE ROAD FROM AND IN RANGE WITH THE SOUTH WALL OF A ONE
 AI7811'STORY BRICK BUILDING FOR THE SEASIDE HEIGHTS FREE DOCK BOAT RENTALS
 AI7811'AND BOAT RAMP AND JUST NORTH OF A PAVED TURN AROUND IN THE GRASS
 AI7811'MEDIAN AREA.  THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.
 AI7811'THE LOGO FLANGE WITH ACCESS COVER IS STAMPED 01408200 A 1998 AND IS
 AI7811'SET FLUSH WITH THE GROUND.  THE STATION IS A NINE SIXTEENTHS INCH
 AI7811'DIAMETER STAINLESS STEEL ROD WITH GREASE FILLED SLEEVE DRIVEN TO
 AI7811'REFUSAL AT A DEPTH OF 21.94 M (71.98 FT) AND IS RECESSED ABOUT 0.1 M
 AI7811'(0.3 FT) BELOW THE GROUND.  THE SLEEVE DEPTH DOES NOT MEET THE
 AI7811'SPECIFICATIONS FRO A CLASS A MARK,  6.1 M (20.0 FT) WEST FROM THE WEST
 AI7811'CURB OF THE NORTHBOUND LANES OF STATE ROUTE 35, 6.1 M (20.0 FT) EAST
 AI7811'FROM THE EAST CURB OF THE SOUTHBOUND LANES OF STATE ROUTE 35, 6.1
 AI7811'NORTH FROM THE NORTH CURB OF THE TURN AROUND AND 6.3 M (20.7 FT)
 AI7811'NORTHEAST FROM A STOP SIGN AT THE TEE JUNCTION OF THE TURN AROUND AND
 AI7811'THE SOUTHBOUND LANES OF STATE ROUTE 35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI7812 ***********************************************************************
 AI7812  FBN         -  This is a Federal Base Network Control Station.
 AI7812  DESIGNATION -  01408200 B
 AI7812  PID         -  AI7812
 AI7812  STATE/COUNTY-  NJ/OCEAN
 AI7812  USGS QUAD   -  SEASIDE PARK (1989)
 AI7812
 AI7812                         *CURRENT SURVEY CONTROL
 AI7812  ___________________________________________________________________
 AI7812* NAD 83(1996)-  39 56 20.56653(N)    074 04 48.17359(W)     ADJUSTED  
 AI7812* NAVD 88     -         2.821  (meters)       9.26   (feet)  ADJUSTED  
 AI7812  ___________________________________________________________________
 AI7812  X           -   1,343,227.005 (meters)                     COMP
 AI7812  Y           -  -4,709,210.514 (meters)                     COMP
 AI7812  Z           -   4,072,779.302 (meters)                     COMP
 AI7812  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 AI7812  ELLIP HEIGHT-         -30.24  (meters)          (09/24/01) GPS OBS
 AI7812  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AI7812  DYNAMIC HT  -           2.819 (meters)       9.25  (feet)  COMP
 AI7812  MODELED GRAV-     980,163.5   (mgal)                       NAVD 88
 AI7812
 AI7812  HORZ ORDER  -  A
 AI7812  VERT ORDER  -  FIRST     CLASS II
 AI7812  ELLP ORDER  -  FOURTH    CLASS I
 AI7812
 AI7812.The horizontal coordinates were established by GPS observations
 AI7812.and adjusted by the National Geodetic Survey in September 2001..
 AI7812
 AI7812.The orthometric height was determined by differential leveling
 AI7812.and adjusted by the National Geodetic Survey in March 2001..
 AI7812
 AI7812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7812
 AI7812.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7812
 AI7812.The ellipsoidal height was determined by GPS observations
 AI7812.and is referenced to NAD 83.
 AI7812
 AI7812.The geoid height was determined by GEOID03.
 AI7812
 AI7812.The dynamic height is computed by dividing the NAVD 88
 AI7812.geopotential number by the normal gravity value computed on the
 AI7812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7812.degrees latitude (g = 980.6199 gals.).
 AI7812
 AI7812.The modeled gravity was interpolated from observed gravity values.
 AI7812
 AI7812;                    North         East     Units Scale Factor Converg.
 AI7812;SPC NJ       -   122,831.582   185,889.636   MT  0.99991585   +0 16 10.6
 AI7812;SPC NJ       -   402,989.95    609,872.91   sFT  0.99991585   +0 16 10.6
 AI7812;UTM  18      - 4,421,397.080   578,597.187   MT  0.99967605   +0 35 26.2
 AI7812
 AI7812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7812!SPC NJ       -   1.00000474  x   0.99991585  =   0.99992059
 AI7812!UTM  18      -   1.00000474  x   0.99967605  =   0.99968079
 AI7812
 AI7812                          SUPERSEDED SURVEY CONTROL
 AI7812
 AI7812  NAVD 88 (09/24/01)    2.82   (m)            9.3    (f) LEVELING    3  
 AI7812
 AI7812.Superseded values are not recommended for survey control.
 AI7812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7812.See file dsdata.txt to determine how the superseded data were derived.
 AI7812
 AI7812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7859721397(NAD 83)
 AI7812_MARKER: I = METAL ROD
 AI7812_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI7812_STAMPING: 01408200 B 1998
 AI7812_MARK LOGO: NGS   
 AI7812_PROJECTION: RECESSED 10 CENTIMETERS
 AI7812_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7812+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2004
 AI7812_ROD/PIPE-DEPTH: 19.8 meters
 AI7812_SLEEVE-DEPTH  : 1.2 meters
 AI7812
 AI7812  HISTORY     - Date     Condition        Report By
 AI7812  HISTORY     - 1998     MONUMENTED       NJGS
 AI7812  HISTORY     - 20000910 GOOD             NGS
 AI7812  HISTORY     - 20041022 GOOD             NJDEP
 AI7812
 AI7812                          STATION DESCRIPTION
 AI7812
 AI7812'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI7812'THE STATION IS LOCATED IN THE BOROUGH OF SEASIDE HEIGHTS ON THE EAST
 AI7812'SIDE OF STATE ROUTE 37 WITHIN A GRASS MEDIAN AREA SEPARATING THE
 AI7812'WESTBOUND LANES OF STATE ROUTE 37 AND LINCOLN AVENUE AND IN RANGE WITH
 AI7812'A FIRE HYDRANT AT THE SOUTHEAST CORNER OF THE TEE INTERSECTION OF
 AI7812'LINCOLN AVENUE AND BAY BOULEVARD.  THE STATION IS A STANDARD NGS THREE
 AI7812'DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS COVER IS STAMPED
 AI7812'01408200 B 1998 AND IS SET FLUSH WITH THE GROUND.  THE STATION IS A
 AI7812'NINE SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD WITH GREASE FILLED
 AI7812'SLEEVE DRIVEN TO REFUSAL AT A DEPTH OF 19.81 M (64.99 FT) AND IS
 AI7812'RECESSED ABOUT 0.1 M (0.3 FT) BELOW THE GROUND.  THE SLEEVE DEPTH DOES
 AI7812'NOT MEET THE THE SPECIFICATIONS FOR A CLASS A MARK,  3.5 M (11.5 FT)
 AI7812'EAST SOUTHEAST FROM THE EAST CURB OF THE WESTBOUND LANES OF STATE
 AI7812'ROUTE 37, 20.7 M (67.9 FT) SOUTHWEST FROM A WOOD UTILITY POLE WITH
 AI7812'ATTACHED LIGHT, 19.7 M (64.6 FT) SOUTHWEST FROM A 3 FT (0.9 M) TALL
 AI7812'RECTANGULAR ALUMINUM ELECTRICAL JUNCTION BOX ON THE WEST SIDE OF
 AI7812'LINCOLN AVENUE, 10.4 M (34.1 FT) WEST FROM A STORM DRAIN INLET ON THE
 AI7812'WEST SIDE OF LINCOLN AVENUE, 5.5 M (18.0 FT) SOUTH SOUTHEAST FROM AND
 AI7812'ALUMINUM LIGHT STANDARD ON THE EAST SIDE OF THE WESTBOUND LANES OF
 AI7812'STATE ROUTE 37 AND 1.6 M (5.2 FT) SOUTH FROM THE SOUTH EDGE OF A
 AI7812'PEDESTRIAN SIDEWALK IN THE GRASS MEDIAN AREA.  THE STATION IS ABOUT 12
 AI7812'FT (3.7 M) ABOVE THE LEVEL OF LINCOLN AVENUE.
 AI7812
 AI7812                          STATION RECOVERY (2000)
 AI7812
 AI7812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AI7812'THE STATION IS LOCATED IN SEASIDE HEIGHTS, AT THE JUNCTION OF BAY
 AI7812'BOULEVARD AND LINCOLN AVENUE, ON THE EAST SIDE OF THE ENTRANCE
 AI7812'ROAD FOR THE JUNCTION OF STATE HIGHWAYS 35 AND 37.
 AI7812'OWNERSHIP--CITY OF SEASIDE HEIGHTS.  TO REACH THE STATION FROM THE
 AI7812'JUNCTION OF CENTRAL AND GRANT AVENUES IN THE CENTER OF SEASIDE
 AI7812'HEIGHTS, GO SOUTH ON CENTRAL AVENUE FOR 0.56 KM (0.35 MI) TO THE
 AI7812'INTERSECTION OF DUPONT AVENUE AT SIGN --WELCOME TO SEASIDE--.
 AI7812'TURN RIGHT, WEST ON DUPONT AVENUE FOR 0.32 KM (0.20 MI) TO A
 AI7812'T-JUNCTION.  TURN RIGHT, NORTH ON BAY BOULEVARD FOR 0.08 KM (0.05 MI)
 AI7812'TO THE JUNCTION OF LINCOLN AVENUE ON THE RIGHT AND A CONCRETE
 AI7812'SIDEWALK ON THE LEFT LEADING UPHILL TO THE ENTRANCE ROAD FOR
 AI7812'HIGHWAYS 35 AND 37 AND END OF TRUCK TRAVEL. PACK UPHILL ON THE
 AI7812'SIDEWALK TO THE EAST SIDE OF A CROSSWALK AND THE STATION ON THE
 AI7812'LEFT.  THE STATION IS A PUNCH MARK ON THE TOP OF A STAINLESS STEEL
 AI7812'ROD IN A GREASE-FILLED SLEEVE, ENCASED IN A 13 CM PVC PIPE WITH NGS
 AI7812'LOGO CAP FLUSH WITH GROUND, ABOUT 0.15 M (0.49 FT) ABOVE THE
 AI7812'ENTRANCE ROAD AND ABOUT 3.05 M (10.01 FT) ABOVE BAY BOULEVARD.
 AI7812'LOCATED 10.92 M (35.83 FT) SOUTHWEST OF THE METAL POST SUPPORTING
 AI7812'A SIGN --CLEAN UP DOG WASTE, LEASH AND CURB YOUR DOG-- (SLOPE), 10.37
 AI7812'M (34.02 FT) WEST OF THE WEST CURB OF BAY BOULEVARD (SLOPE), 3.5 M
 AI7812'(11.5 FT) EAST OF THE EAST CURB OF THE ENTRANCE ROAD FOR HIGHWAYS
 AI7812'35 AND 37 AND 1.6 M (5.2 FT) SOUTH OF THE SOUTH EDGE OF THE SIDEWALK.
 AI7812' 
 AI7812'
 AI7812
 AI7812                          STATION RECOVERY (2004)
 AI7812
 AI7812'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2004 (BMC)
 AI7812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI7813 ***********************************************************************
 AI7813  DESIGNATION -  01408200 C
 AI7813  PID         -  AI7813
 AI7813  STATE/COUNTY-  NJ/OCEAN
 AI7813  USGS QUAD   -  SEASIDE PARK (1989)
 AI7813
 AI7813                         *CURRENT SURVEY CONTROL
 AI7813  ___________________________________________________________________
 AI7813* NAD 83(1986)-  39 56 29.     (N)    074 04 55.     (W)     SCALED    
 AI7813* NAVD 88     -         9.920  (meters)      32.55   (feet)  ADJUSTED  
 AI7813  ___________________________________________________________________
 AI7813  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 AI7813  DYNAMIC HT  -           9.916 (meters)      32.53  (feet)  COMP
 AI7813  MODELED GRAV-     980,163.4   (mgal)                       NAVD 88
 AI7813
 AI7813  VERT ORDER  -  FIRST     CLASS II
 AI7813
 AI7813.The horizontal coordinates were scaled from a topographic map and have
 AI7813.an estimated accuracy of +/- 6 seconds.
 AI7813
 AI7813.The orthometric height was determined by differential leveling
 AI7813.and adjusted by the National Geodetic Survey in March 2001..
 AI7813
 AI7813.The geoid height was determined by GEOID03.
 AI7813
 AI7813.The dynamic height is computed by dividing the NAVD 88
 AI7813.geopotential number by the normal gravity value computed on the
 AI7813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7813.degrees latitude (g = 980.6199 gals.).
 AI7813
 AI7813.The modeled gravity was interpolated from observed gravity values.
 AI7813
 AI7813;                    North         East    Units  Estimated Accuracy
 AI7813;SPC NJ       -   123,090.      185,730.      MT  (+/- 180 meters Scaled)
 AI7813
 AI7813                          SUPERSEDED SURVEY CONTROL
 AI7813
 AI7813.No superseded survey control is available for this station.
 AI7813
 AI7813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK784216(NAD 83)
 AI7813_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI7813_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AI7813_SP_SET: BRIDGE WINGWALL
 AI7813_STAMPING: 01408200 C 1998
 AI7813_MARK LOGO: USGS  
 AI7813_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7813+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI7813
 AI7813  HISTORY     - Date     Condition        Report By
 AI7813  HISTORY     - 1998     MONUMENTED       NJGS
 AI7813
 AI7813                          STATION DESCRIPTION
 AI7813
 AI7813'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI7813'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON THE NORTHEAST SIDE OF
 AI7813'STATE ROUTE 37, SET FLUSH IN A DRILL HOLE IN THE TOP OF THE NORTHWEST
 AI7813'WINGWALL OF THE BRIDGE CARRYING STATE ROUTE 37 OVER STATE ROUTE 35,
 AI7813'STRUCTURE NUMBER 1508152.  THE STATION IS 2.5 M (8.2 FT) NORTHEAST
 AI7813'FROM THE EAST CURB OF STATE ROUTE 37, 5.4 M (17.7 FT) SOUTHEAST FROM
 AI7813'THE SOUTH LEG OF A GREEN TRAFFIC SIGN WITH THE WORDS ENTERING TOWNSHIP
 AI7813'OF BERKELEY AND 0.2 M (0.7 FT) NORTHEAST FROM THE NORTH FACE OF THE
 AI7813'NORTH PARAPET WALL.  THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY
 AI7813'GAGING STATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI7814 ***********************************************************************
 AI7814  DESIGNATION -  01408200 D
 AI7814  PID         -  AI7814
 AI7814  STATE/COUNTY-  NJ/OCEAN
 AI7814  USGS QUAD   -  SEASIDE PARK (1989)
 AI7814
 AI7814                         *CURRENT SURVEY CONTROL
 AI7814  ___________________________________________________________________
 AI7814* NAD 83(1986)-  39 56 14.     (N)    074 04 42.     (W)     SCALED    
 AI7814* NAVD 88     -         1.871  (meters)       6.14   (feet)  ADJUSTED  
 AI7814  ___________________________________________________________________
 AI7814  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AI7814  DYNAMIC HT  -           1.870 (meters)       6.14  (feet)  COMP
 AI7814  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 AI7814
 AI7814  VERT ORDER  -  FIRST     CLASS II
 AI7814
 AI7814.The horizontal coordinates were scaled from a topographic map and have
 AI7814.an estimated accuracy of +/- 6 seconds.
 AI7814
 AI7814.The orthometric height was determined by differential leveling
 AI7814.and adjusted by the National Geodetic Survey in March 2001..
 AI7814
 AI7814.The geoid height was determined by GEOID03.
 AI7814
 AI7814.The dynamic height is computed by dividing the NAVD 88
 AI7814.geopotential number by the normal gravity value computed on the
 AI7814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7814.degrees latitude (g = 980.6199 gals.).
 AI7814
 AI7814.The modeled gravity was interpolated from observed gravity values.
 AI7814
 AI7814;                    North         East    Units  Estimated Accuracy
 AI7814;SPC NJ       -   122,630.      186,040.      MT  (+/- 180 meters Scaled)
 AI7814
 AI7814                          SUPERSEDED SURVEY CONTROL
 AI7814
 AI7814.No superseded survey control is available for this station.
 AI7814
 AI7814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK787211(NAD 83)
 AI7814_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI7814_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI7814_SP_SET: BLOCK
 AI7814_STAMPING: 01408200 D 1998
 AI7814_MARK LOGO: USGS  
 AI7814_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7814+STABILITY: SURFACE MOTION
 AI7814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7814+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI7814
 AI7814  HISTORY     - Date     Condition        Report By
 AI7814  HISTORY     - 1998     MONUMENTED       NJGS
 AI7814
 AI7814                          STATION DESCRIPTION
 AI7814
 AI7814'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI7814'THE STATION IS LOCATED IN THE BOROUGH OF SEASIDE PARK ON THE NORTH
 AI7814'SIDE OF STATE ROUTE 37, OPPOSITE THE TEE INTERSECTION OF PORTER AVENUE
 AI7814'AND BARNEGAT AVENUE AND IN RANGE WITH THE NORTH CURBLINE EXTENDED OF
 AI7814'BARNEGAT AVENUE, SET FLUSH IN A DRILL HOLE IN THE TOP OF A 3 FT (0.9
 AI7814'M) HIGH CONCRETE END BLOCK OF AN ENERGY IMPACT ATTENUATOR FOR THE
 AI7814'STEEL GUIDERAIL PROTECTING THE SUPPORTS OF AN OVERHEAD SIGN BRIDGE TO
 AI7814'THE WEST.  THE STATION IS 2.20 M (7.22 FT) SOUTH FROM A WOOD GUY POLE
 AI7814'WITH NO NUMBER, 6.6 M (21.7 FT) WEST FROM A TALL WOOD UTILITY POLE
 AI7814'WITH FIRE ALARM ATTACHED, 3.4 M (11.2 FT) SOUTH FROM A 3 FT (0.9 M)
 AI7814'TALL ALUMINUM RECTANGULAR ELECTRICAL JUNCTION BOX WITH A SIGN DANGER
 AI7814'240 VOLTS ON THE NORTH SIDE, 7.20 M (23.62 FT) EAST SOUTHEAST FROM THE
 AI7814'NORTHEAST LEG OF THE OVERHEAD SIGN BRIDGE AND 0.8 M (2.6 FT) NORTH
 AI7814'FROM THE NORTH CURB OF STATE ROUTE 37.  THE STATION IS A STANDARD U.S.
 AI7814'GEOLOGICAL SURVEY GAGING STATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9346 ***********************************************************************
 AI9346  DESIGNATION -  01409110 A
 AI9346  PID         -  AI9346
 AI9346  STATE/COUNTY-  NJ/OCEAN
 AI9346  USGS QUAD   -  FORKED RIVER (1989)
 AI9346
 AI9346                         *CURRENT SURVEY CONTROL
 AI9346  ___________________________________________________________________
 AI9346* NAD 83(1986)-  39 47 28.     (N)    074 10 51.     (W)     SCALED    
 AI9346* NAVD 88     -         1.576  (meters)       5.17   (feet)  ADJUSTED  
 AI9346  ___________________________________________________________________
 AI9346  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 AI9346  DYNAMIC HT  -           1.576 (meters)       5.17  (feet)  COMP
 AI9346  MODELED GRAV-     980,169.0   (mgal)                       NAVD 88
 AI9346
 AI9346  VERT ORDER  -  FIRST     CLASS II
 AI9346
 AI9346.The horizontal coordinates were scaled from a topographic map and have
 AI9346.an estimated accuracy of +/- 6 seconds.
 AI9346
 AI9346.The orthometric height was determined by differential leveling
 AI9346.and adjusted by the National Geodetic Survey in March 2001..
 AI9346.No vertical observational check was made to the station.
 AI9346
 AI9346.The geoid height was determined by GEOID03.
 AI9346
 AI9346.The dynamic height is computed by dividing the NAVD 88
 AI9346.geopotential number by the normal gravity value computed on the
 AI9346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9346.degrees latitude (g = 980.6199 gals.).
 AI9346
 AI9346.The modeled gravity was interpolated from observed gravity values.
 AI9346
 AI9346;                    North         East    Units  Estimated Accuracy
 AI9346;SPC NJ       -   106,370.      177,340.      MT  (+/- 180 meters Scaled)
 AI9346
 AI9346                          SUPERSEDED SURVEY CONTROL
 AI9346
 AI9346.No superseded survey control is available for this station.
 AI9346
 AI9346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK701048(NAD 83)
 AI9346_MARKER: F = FLANGE-ENCASED ROD
 AI9346_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI9346_STAMPING: 01409110 A 1997
 AI9346_MARK LOGO: NGS   
 AI9346_PROJECTION: RECESSED 30 CENTIMETERS
 AI9346_MAGNETIC: I = MARKER IS A STEEL ROD
 AI9346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9346+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI9346_ROD/PIPE-DEPTH: 22.5 meters
 AI9346_SLEEVE-DEPTH  : 1.3 meters
 AI9346
 AI9346  HISTORY     - Date     Condition        Report By
 AI9346  HISTORY     - 1997     MONUMENTED       NJGS
 AI9346  HISTORY     - 20040825 MARK NOT FOUND   USGS
 AI9346
 AI9346                          STATION DESCRIPTION
 AI9346
 AI9346'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9346'THE STATION IS LOCATED IN OCEAN TOWNSHIP ON PUBLIC PROPERTY IN THE
 AI9346'COMMUNITY OF WARETOWN.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI9346'U.S.  HIGHWAY 9 AND WELLS MILLS ROAD, COUNTY ROAD 532 TO THE EAST AND
 AI9346'BRYANT ROAD TO THE WEST, GO EAST ON BRYANT ROAD FOR 0.65 MI (1.05 KM)
 AI9346'TO THE END OF THE PAVED ROAD AND A PARKING LOT AND THE STATION AHEAD
 AI9346'BEYOND A STEEL GUIDE RAIL IN FRONT OF A ONE STORY FRAME BUILDING FOR
 AI9346'THE WARETOWN FISHING STATION AND LUNCHEONETTE.  THE STATION IS A
 AI9346'STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS
 AI9346'COVER IS STAMPED 01409110 A 1997 AND IS SET FLUSH WITH THE GROUND. THE
 AI9346'STATION IS A NINE SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD WITH
 AI9346'GREASE FILLED SLEEVE DRIVEN TO REFUSAL AT A DEPTH OF 22.55 M (73.98
 AI9346'FT) AND IS RECESSED ABOUT 10 CM BELOW THE GROUND.  THE SLEEVE DEPTH
 AI9346'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.   STATION IS 8.10
 AI9346'M (26.57 FT) NORTH NORTHEAST FROM POLE NUMBER BT 369 O, 1.8 M (5.9 FT)
 AI9346'EAST AND NORMAL TO THE FACE OF THE STEEL GUIDE RAIL AT THE END OF THE
 AI9346'PAVED PARKING LOT FOR THE WARETOWN FISHING STATION AND LUNCHEONETTE,
 AI9346'7.90 M (25.92 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF A COVERED
 AI9346'FRAME PAVILLON, 8.10 M (26.57 FT) SOUTHWEST FROM THE SOUTHEAST CORNER
 AI9346'OF THE SAME PAVILLON, 15.25 M (50.03 FT) NORTH NORTHEAST FROM THE
 AI9346'NORTHEAST CORNER OF THE WARETOWN FISHING STATION AND LUNCHEONETTE
 AI9346'BUILDING AND 4.8 M (15.7 FT) WEST FROM THE FACE OF THE WOODEN BULHEAD.
 AI9346
 AI9346                          STATION RECOVERY (2004)
 AI9346
 AI9346'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (PBR)
 AI9346'MARK NOT FOUND AFTER 0.5 HR SEARCH BY 2 PERSON PARTY - REPORTED BY
 AI9346'USGS DESTROYED IN 2003.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9347 ***********************************************************************
 AI9347  DESIGNATION -  01409110 B
 AI9347  PID         -  AI9347
 AI9347  STATE/COUNTY-  NJ/OCEAN
 AI9347  USGS QUAD   -  FORKED RIVER (1989)
 AI9347
 AI9347                         *CURRENT SURVEY CONTROL
 AI9347  ___________________________________________________________________
 AI9347* NAD 83(1986)-  39 47 36.     (N)    074 11 31.     (W)     SCALED    
 AI9347* NAVD 88     -         2.101  (meters)       6.89   (feet)  ADJUSTED  
 AI9347  ___________________________________________________________________
 AI9347  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 AI9347  DYNAMIC HT  -           2.100 (meters)       6.89  (feet)  COMP
 AI9347  MODELED GRAV-     980,169.9   (mgal)                       NAVD 88
 AI9347
 AI9347  VERT ORDER  -  FIRST     CLASS II
 AI9347
 AI9347.The horizontal coordinates were scaled from a topographic map and have
 AI9347.an estimated accuracy of +/- 6 seconds.
 AI9347
 AI9347.The orthometric height was determined by differential leveling
 AI9347.and adjusted by the National Geodetic Survey in March 2001..
 AI9347.No vertical observational check was made to the station.
 AI9347
 AI9347.The geoid height was determined by GEOID03.
 AI9347
 AI9347.The dynamic height is computed by dividing the NAVD 88
 AI9347.geopotential number by the normal gravity value computed on the
 AI9347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9347.degrees latitude (g = 980.6199 gals.).
 AI9347
 AI9347.The modeled gravity was interpolated from observed gravity values.
 AI9347
 AI9347;                    North         East    Units  Estimated Accuracy
 AI9347;SPC NJ       -   106,620.      176,380.      MT  (+/- 180 meters Scaled)
 AI9347
 AI9347                          SUPERSEDED SURVEY CONTROL
 AI9347
 AI9347.No superseded survey control is available for this station.
 AI9347
 AI9347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK691051(NAD 83)
 AI9347_MARKER: DD = SURVEY DISK
 AI9347_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI9347_SP_SET: BRIDGE WINGWALL
 AI9347_STAMPING: 01409110 B 1998
 AI9347_MARK LOGO: USGS  
 AI9347_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9347+STABILITY: SURFACE MOTION
 AI9347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9347+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI9347
 AI9347  HISTORY     - Date     Condition        Report By
 AI9347  HISTORY     - 1998     MONUMENTED       NJGS
 AI9347  HISTORY     - 20040825 GOOD             USGS
 AI9347
 AI9347                          STATION DESCRIPTION
 AI9347
 AI9347'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9347'THE STATION IS LOCATED IN OCEAN TOWNSHIP IN THE COMMUNITY OF WARETOWN.
 AI9347'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 9 AND WELLS
 AI9347'MILLS ROAD, COUNTY ROAD 532, TO THE WEST AND BRYANT ROAD TO THE EAST,
 AI9347'GO EAST ON BRYANT ROAD FOR 0.15 MI (0.24 KM) TO THE JUNCTION WITH MAIN
 AI9347'STREET.  TURN LEFT AND GO NORTH ON MAIN STREET FOR 0.1 MI (0.2 KM) TO
 AI9347'THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE SOUTHWEST
 AI9347'CORNER OF THE SOUTHWEST WINGWALL OF THE BRIDGE CARRYING MAIN STREET
 AI9347'OVER WARETOWN CREEK.  THE STATION IS 4.7 M (15.4 FT) WEST FROM THE
 AI9347'CENTERLINE OF MAIN STREET, 17.5 M (57.4 FT) SOUTHEAST FROM POLE NUMBER
 AI9347'BT 141615, 21.0 M (68.9 FT) NORTH FROM POLE NUMBER BT 1614 AND ABOUT
 AI9347'35 M (114.8 FT) SOUTH FROM THE CENTERLINE OF THE ENTRANCE DRIVE
 AI9347'LEADING TO THE OCEAN COUNTY SEWAGE PUMPING STATION, BIRDSALL STREET
 AI9347'STATION, 110 MAIN STREET.  THE STATION IS ABOUT 0.3 M (1.0 FT) ABOVE
 AI9347'THE LEVEL OF THE PAVING.  THE STATION IS A STANDARD U.S.  GEOLOGICAL
 AI9347'SURVEY GAGING STATION DISK.
 AI9347
 AI9347                          STATION RECOVERY (2004)
 AI9347
 AI9347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (PBR)
 AI9347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9348 ***********************************************************************
 AI9348  DESIGNATION -  01409110 C
 AI9348  PID         -  AI9348
 AI9348  STATE/COUNTY-  NJ/OCEAN
 AI9348  USGS QUAD   -  FORKED RIVER (1989)
 AI9348
 AI9348                         *CURRENT SURVEY CONTROL
 AI9348  ___________________________________________________________________
 AI9348* NAD 83(1986)-  39 47 15.     (N)    074 11 06.     (W)     SCALED    
 AI9348* NAVD 88     -         1.135  (meters)       3.72   (feet)  ADJUSTED  
 AI9348  ___________________________________________________________________
 AI9348  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 AI9348  DYNAMIC HT  -           1.134 (meters)       3.72  (feet)  COMP
 AI9348  MODELED GRAV-     980,169.4   (mgal)                       NAVD 88
 AI9348
 AI9348  VERT ORDER  -  FIRST     CLASS II
 AI9348
 AI9348.The horizontal coordinates were scaled from a topographic map and have
 AI9348.an estimated accuracy of +/- 6 seconds.
 AI9348
 AI9348.The orthometric height was determined by differential leveling
 AI9348.and adjusted by the National Geodetic Survey in March 2001..
 AI9348.No vertical observational check was made to the station.
 AI9348
 AI9348.The geoid height was determined by GEOID03.
 AI9348
 AI9348.The dynamic height is computed by dividing the NAVD 88
 AI9348.geopotential number by the normal gravity value computed on the
 AI9348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9348.degrees latitude (g = 980.6199 gals.).
 AI9348
 AI9348.The modeled gravity was interpolated from observed gravity values.
 AI9348
 AI9348;                    North         East    Units  Estimated Accuracy
 AI9348;SPC NJ       -   105,970.      176,980.      MT  (+/- 180 meters Scaled)
 AI9348
 AI9348                          SUPERSEDED SURVEY CONTROL
 AI9348
 AI9348.No superseded survey control is available for this station.
 AI9348
 AI9348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK697044(NAD 83)
 AI9348_MARKER: DD = SURVEY DISK
 AI9348_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI9348_SP_SET: BOAT RAMP
 AI9348_STAMPING: 01409110 C 1998
 AI9348_MARK LOGO: USGS  
 AI9348_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9348+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI9348
 AI9348  HISTORY     - Date     Condition        Report By
 AI9348  HISTORY     - 1998     MONUMENTED       NJGS
 AI9348
 AI9348                          STATION DESCRIPTION
 AI9348
 AI9348'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9348'THE STATION IS LOCATED IN OCEAN TOWNSHIP ON THE PROPERTY OF MACS DOCK
 AI9348'MARINA, ALSO KNOW AS SOUTH HARBOR MARINE, NEAR WARETOWN IN THE
 AI9348'COMMUNITY OF SOUTH HARBOR.  TO REACH THE STATION FROM THE INTERSECTION
 AI9348'OF U.S.  HIGHWAY 9 AND WELLS MILLS ROAD, COUNTY ROAD 532, TO THE WEST
 AI9348'AND BRYANT ROAD TO THE EAST, GO EAST ON BRYANT ROAD FOR 0.15 MI (0.24
 AI9348'KM) TO THE INTERSECTION WITH MAIN STREET.  TURN RIGHT AND GO SOUTH ON
 AI9348'MAIN STREET FOR 0.05 MI (0.08 KM) TO THE TEE JUNCTION WITH ILLINOIS
 AI9348'AVENUE ON THE LEFT.  TURN LEFT AND GO EAST ON ILLINOIS AVENUE FOR 0.1
 AI9348'MI (0.2 KM) TO THE JUNCTION WITH LINCOLN AVENUE.  TURN RIGHT AND GO
 AI9348'SOUTH ON LINCOLN AVENUE FOR 0.05 MI (0.08 KM) TO THE TEE JUNCTION WITH
 AI9348'OREGON AVENUE.  TURN LEFT AND GO EAST ON OREGON AVENUE FOR 0.3 MI (0.5
 AI9348'KM) TO THE MARINA AND THE STATION ON THE LEFT, SET FLUSH IN A DRILL
 AI9348'HOLE IN THE NORTHWEST CORNER OF THE CONCRETE RAMP LEADING TO A TWO
 AI9348'STORY CONCRETE BLOCK BUILDING FOR THE BOAT MAINTENANCE SHOP AND
 AI9348'OFFICE.  THE STATION IS 0.8 M (2.6 FT) SOUTHEAST FROM THE SOUTHWEST
 AI9348'CORNER OF THE TWO STORY CONCRETE BLOCK BUILDING AND 28.5 M (93.5 FT)
 AI9348'NORTH FROM THE CENTERLINE OF OREGON AVENUE.  THE STATION IS A STANDARD
 AI9348'U.S. GEOLOGICAL SURVEY GAGING STATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9349 ***********************************************************************
 AI9349  DESIGNATION -  01409110 D
 AI9349  PID         -  AI9349
 AI9349  STATE/COUNTY-  NJ/OCEAN
 AI9349  USGS QUAD   -  FORKED RIVER (1989)
 AI9349
 AI9349                         *CURRENT SURVEY CONTROL
 AI9349  ___________________________________________________________________
 AI9349* NAD 83(1986)-  39 47 27.     (N)    074 10 56.     (W)     SCALED    
 AI9349* NAVD 88     -         1.237  (meters)       4.06   (feet)  ADJUSTED  
 AI9349  ___________________________________________________________________
 AI9349  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 AI9349  DYNAMIC HT  -           1.236 (meters)       4.06  (feet)  COMP
 AI9349  MODELED GRAV-     980,169.1   (mgal)                       NAVD 88
 AI9349
 AI9349  VERT ORDER  -  FIRST     CLASS II
 AI9349
 AI9349.The horizontal coordinates were scaled from a topographic map and have
 AI9349.an estimated accuracy of +/- 6 seconds.
 AI9349
 AI9349.The orthometric height was determined by differential leveling
 AI9349.and adjusted by the National Geodetic Survey in March 2001..
 AI9349.No vertical observational check was made to the station.
 AI9349
 AI9349.The geoid height was determined by GEOID03.
 AI9349
 AI9349.The dynamic height is computed by dividing the NAVD 88
 AI9349.geopotential number by the normal gravity value computed on the
 AI9349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9349.degrees latitude (g = 980.6199 gals.).
 AI9349
 AI9349.The modeled gravity was interpolated from observed gravity values.
 AI9349
 AI9349;                    North         East    Units  Estimated Accuracy
 AI9349;SPC NJ       -   106,340.      177,220.      MT  (+/- 180 meters Scaled)
 AI9349
 AI9349                          SUPERSEDED SURVEY CONTROL
 AI9349
 AI9349.No superseded survey control is available for this station.
 AI9349
 AI9349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK700048(NAD 83)
 AI9349_MARKER: DD = SURVEY DISK
 AI9349_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI9349_SP_SET: REFRIGERATION UNIT BASE
 AI9349_STAMPING: 01409110 D
 AI9349_MARK LOGO: USGS  
 AI9349_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9349+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2002
 AI9349
 AI9349  HISTORY     - Date     Condition        Report By
 AI9349  HISTORY     - 1998     MONUMENTED       NJGS
 AI9349  HISTORY     - 20020718 GOOD             USGS
 AI9349  HISTORY     - 20040825 GOOD             USGS
 AI9349  HISTORY     - 20060601 GOOD             INDIV
 AI9349
 AI9349                          STATION DESCRIPTION
 AI9349
 AI9349'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9349'THE STATION IS LOCATED IN OCEAN TOWNSHIP ON THE PROPERTY OF THE
 AI9349'WARETOWN FISHING STATION AND LUNCHEONETTE IN THE COMMUNITY OF
 AI9349'WARETOWN.  TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 AI9349'9 AND WELLS MILLS ROAD, COUNTY ROAD 532, TO THE WEST AND BRYANT ROAD
 AI9349'TO THE EAST, GO EAST ON BRYANT ROAD FOR 0.65 MI (1.05 KM) TO THE END
 AI9349'OF THE PAVED ROAD AND PARKING LOT IN FRONT OF A ONE STORY FRAME
 AI9349'BUILDING FOR THE WARETOWN FISHING STATION AND LUNCHEONETTE AND THE
 AI9349'STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE AT THE NORTHWEST
 AI9349'CORNER OF A CONCRETE FOUNDATION FOR AN 8 FT (2.4 M) TALL REFRIGERATION
 AI9349'UNIT ON THE EAST SIDE OF THE PROPERTY.  THE STATION IS 9.8 M (32.2 FT)
 AI9349'SOUTHEAST FROM THE SOUTHEAST CORNER OF THE EATING AREA SECTION OF THE
 AI9349'LUNCHEONETTE BUILDING, 13.1 M (43.0 FT) NORTH FROM THE CENTERLINE OF
 AI9349'DEMMY AVENUE, 12.3 M (40.4 FT) WEST FROM THE EAST EDGE OF A WOODEN
 AI9349'BULKHEAD SURROUNDING A BOAT RAMP AND 0.3 M (1.0 FT) NORTHWEST FROM THE
 AI9349'NORTHWEST CORNER OF THE REFRIGERATION UNIT.  THE STATION IS A STANDARD
 AI9349'U.S.  GEOLOGICAL SURVEY GAGING STATION DISK.
 AI9349
 AI9349                          STATION RECOVERY (2002)
 AI9349
 AI9349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 AI9349'RECOVERED IN GOOD CONDITION.
 AI9349
 AI9349                          STATION RECOVERY (2004)
 AI9349
 AI9349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (PBR)
 AI9349'RECOVERED IN GOOD CONDITION.
 AI9349
 AI9349                          STATION RECOVERY (2006)
 AI9349
 AI9349'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (OSA)
 AI9349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9163 ***********************************************************************
 AH9163  DESIGNATION -  01410510 A
 AH9163  PID         -  AH9163
 AH9163  STATE/COUNTY-  NJ/ATLANTIC
 AH9163  USGS QUAD   -  PLEASANTVILLE (1994)
 AH9163
 AH9163                         *CURRENT SURVEY CONTROL
 AH9163  ___________________________________________________________________
 AH9163* NAD 83(1986)-  39 25 16.     (N)    074 30 04.     (W)     SCALED    
 AH9163* NAVD 88     -         1.933  (meters)       6.34   (feet)  ADJUSTED  
 AH9163  ___________________________________________________________________
 AH9163  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 AH9163  DYNAMIC HT  -           1.932 (meters)       6.34  (feet)  COMP
 AH9163  MODELED GRAV-     980,119.2   (mgal)                       NAVD 88
 AH9163
 AH9163  VERT ORDER  -  FIRST     CLASS II
 AH9163
 AH9163.The horizontal coordinates were scaled from a topographic map and have
 AH9163.an estimated accuracy of +/- 6 seconds.
 AH9163
 AH9163.The orthometric height was determined by differential leveling
 AH9163.and adjusted by the National Geodetic Survey in March 2001..
 AH9163.No vertical observational check was made to the station.
 AH9163
 AH9163.The geoid height was determined by GEOID03.
 AH9163
 AH9163.The dynamic height is computed by dividing the NAVD 88
 AH9163.geopotential number by the normal gravity value computed on the
 AH9163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9163.degrees latitude (g = 980.6199 gals.).
 AH9163
 AH9163.The modeled gravity was interpolated from observed gravity values.
 AH9163
 AH9163;                    North         East    Units  Estimated Accuracy
 AH9163;SPC NJ       -    65,250.      149,900.      MT  (+/- 180 meters Scaled)
 AH9163
 AH9163                          SUPERSEDED SURVEY CONTROL
 AH9163
 AH9163.No superseded survey control is available for this station.
 AH9163
 AH9163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ429636(NAD 83)
 AH9163_MARKER: F = FLANGE-ENCASED ROD
 AH9163_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH9163_STAMPING: 01410510 A 1997
 AH9163_MARK LOGO: NGS   
 AH9163_PROJECTION: RECESSED 10 CENTIMETERS
 AH9163_MAGNETIC: I = MARKER IS A STEEL ROD
 AH9163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9163+STABILITY: POSITION/ELEVATION WELL
 AH9163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9163+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH9163_ROD/PIPE-DEPTH: 10.3 meters
 AH9163_SLEEVE-DEPTH  : 1.3 meters
 AH9163
 AH9163  HISTORY     - Date     Condition        Report By
 AH9163  HISTORY     - 1997     MONUMENTED       NJGS
 AH9163  HISTORY     - 20020612 GOOD             USGS
 AH9163
 AH9163                          STATION DESCRIPTION
 AH9163
 AH9163'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH9163'THE STATION IS LOCATED IN THE CITY OF ABSECON ON THE WEST SIDE OF OHIO
 AH9163'AVENUE, COUNTY ROAD 630.  TO REACH THE STATION FROM THE INTERSECTION
 AH9163'OF U.S.  HIGHWAY 30 AND SHORE ROAD, COUNTY ROAD 585, GO SOUTHWEST ON
 AH9163'COUNTY ROAD 585, PASSING UNDER THE NEW JERSEY TRANSIT RAILROAD
 AH9163'OVERPASS, FOR 0.20 MI (0.32 KM) TO THE SKEWED TEE INTERSECTION WITH
 AH9163'OHIO AVENUE ON THE RIGHT.  TURN RIGHT AND GO NORTH ON OHIO AVENUE FOR
 AH9163'ABOUT 55 M (180.4 FT) TO THE STATION ON THE LEFT, JUST SOUTH OF THE
 AH9163'BRIDGE CARRYING OHIO AVENUE OVER THE ABSECON CREEK.  THE STATION IS
 AH9163'5.4 M (17.7 FT) SOUTHWEST FROM THE CENTERLINE OF OHIO AVENUE, 13.0 M
 AH9163'(42.7 FT) NORTHEAST FROM POLE NUMBER P 55238, 8.4 M (27.6 FT)
 AH9163'SOUTHEAST FROM POLE NUMBER BT 2 AB P 17031 AND 30.0 M (98.4 FT) SOUTH
 AH9163'SOUTHWEST FROM THE CENTERLINE OF THE BRIDGE OVER ABSECON CREEK.  THE
 AH9163'STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO FLANGE
 AH9163'WITH ACCESS COVER IS STAMPED 01410510 A 1997 AND IS SET FLUSH WITH THE
 AH9163'GROUND.  THE STATION IS A NINE SIXTEENTHS INCH DIAMETER STAINLESS
 AH9163'STEEL ROD WITH GREASE FILLED SLEEVE DRIVEN TO REFUSAL AT A DEPTH OF
 AH9163'10.36 M (33.99 FT) AND IS RECESSED ABOUT 10 CM BELOW THE GROUND.
 AH9163
 AH9163                          STATION RECOVERY (2002)
 AH9163
 AH9163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 AH9163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9164 ***********************************************************************
 AH9164  DESIGNATION -  01410510 B
 AH9164  PID         -  AH9164
 AH9164  STATE/COUNTY-  NJ/ATLANTIC
 AH9164  USGS QUAD   -  PLEASANTVILLE (1994)
 AH9164
 AH9164                         *CURRENT SURVEY CONTROL
 AH9164  ___________________________________________________________________
 AH9164* NAD 83(1986)-  39 25 16.     (N)    074 30 04.     (W)     SCALED    
 AH9164* NAVD 88     -         2.336  (meters)       7.66   (feet)  ADJUSTED  
 AH9164  ___________________________________________________________________
 AH9164  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 AH9164  DYNAMIC HT  -           2.334 (meters)       7.66  (feet)  COMP
 AH9164  MODELED GRAV-     980,119.2   (mgal)                       NAVD 88
 AH9164
 AH9164  VERT ORDER  -  FIRST     CLASS II
 AH9164
 AH9164.The horizontal coordinates were scaled from a topographic map and have
 AH9164.an estimated accuracy of +/- 6 seconds.
 AH9164
 AH9164.The orthometric height was determined by differential leveling
 AH9164.and adjusted by the National Geodetic Survey in March 2001..
 AH9164.No vertical observational check was made to the station.
 AH9164
 AH9164.The geoid height was determined by GEOID03.
 AH9164
 AH9164.The dynamic height is computed by dividing the NAVD 88
 AH9164.geopotential number by the normal gravity value computed on the
 AH9164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9164.degrees latitude (g = 980.6199 gals.).
 AH9164
 AH9164.The modeled gravity was interpolated from observed gravity values.
 AH9164
 AH9164;                    North         East    Units  Estimated Accuracy
 AH9164;SPC NJ       -    65,250.      149,900.      MT  (+/- 180 meters Scaled)
 AH9164
 AH9164                          SUPERSEDED SURVEY CONTROL
 AH9164
 AH9164.No superseded survey control is available for this station.
 AH9164
 AH9164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ429636(NAD 83)
 AH9164_MARKER: DD = SURVEY DISK
 AH9164_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH9164_SP_SET: BRIDGE ABUTMENT
 AH9164_STAMPING: 01410510 B 1997
 AH9164_MARK LOGO: NJGS  
 AH9164_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9164+SATELLITE: SATELLITE OBSERVATIONS - September 26, 1997
 AH9164
 AH9164  HISTORY     - Date     Condition        Report By
 AH9164  HISTORY     - 1997     MONUMENTED       NJGS
 AH9164  HISTORY     - 19970926 GOOD             NJGS
 AH9164  HISTORY     - 20020612 GOOD             USGS
 AH9164
 AH9164                          STATION DESCRIPTION
 AH9164
 AH9164'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH9164'THE STATION IS LOCATED IN THE CITY OF ABSECON ON THE WEST SIDE OF OHIO
 AH9164'AVENUE, COUNTY ROAD 630.  TO REACH THE STATION FROM THE INTERSECTION
 AH9164'OF U.S.  HIGHWAY 30 AND SHORE ROAD, COUNTY ROAD 585, GO SOUTHWEST ON
 AH9164'COUNTY ROAD 585, PASSING UNDER THE NEW JERSEY TRANSIT RAILROAD COUNTY
 AH9164'ROAD 585, PASSING UNDER THE NEW JERSEY TRANSIT RAILROAD OVERPASS, FOR
 AH9164'0.20 MI (0.32 KM) TO THE SKEWED TEE INTERSECTION WITH OHIO AVENUE ON
 AH9164'THE RIGHT.  TURN RIGHT AND GO NORTH ON OHIO AVENUE FOR ABOUT 60 M
 AH9164'(196.8 FT) TO THE STATION ON THE LEFT, SET FLUSH IN THE TOP OF THE
 AH9164'SOUTHWEST CORNER BRIDGE ABUTMENT OF THE BRIDGE CARRYING OHIO AVENUE
 AH9164'OVER THE ABSECON CREEK.  THE STATION IS 1.3 SOUTHWEST FROM THE WEST
 AH9164'CURB OF OHIO AVENUE, 5.9 M (19.4 FT) SOUTHWEST FROM THE CENTERLINE OF
 AH9164'OHIO AVENUE AND 7.2 M (23.6 FT) NORTHEAST FROM POLE NUMBER BT 2 AB P
 AH9164'17031.
 AH9164
 AH9164                          STATION RECOVERY (2002)
 AH9164
 AH9164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 AH9164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9165 ***********************************************************************
 AH9165  DESIGNATION -  01410510 C
 AH9165  PID         -  AH9165
 AH9165  STATE/COUNTY-  NJ/ATLANTIC
 AH9165  USGS QUAD   -  PLEASANTVILLE (1994)
 AH9165
 AH9165                         *CURRENT SURVEY CONTROL
 AH9165  ___________________________________________________________________
 AH9165* NAD 83(1986)-  39 25 16.     (N)    074 30 04.     (W)     SCALED    
 AH9165* NAVD 88     -         2.327  (meters)       7.63   (feet)  ADJUSTED  
 AH9165  ___________________________________________________________________
 AH9165  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 AH9165  DYNAMIC HT  -           2.326 (meters)       7.63  (feet)  COMP
 AH9165  MODELED GRAV-     980,119.2   (mgal)                       NAVD 88
 AH9165
 AH9165  VERT ORDER  -  FIRST     CLASS II
 AH9165
 AH9165.The horizontal coordinates were scaled from a topographic map and have
 AH9165.an estimated accuracy of +/- 6 seconds.
 AH9165
 AH9165.The orthometric height was determined by differential leveling
 AH9165.and adjusted by the National Geodetic Survey in March 2001..
 AH9165.No vertical observational check was made to the station.
 AH9165
 AH9165.The geoid height was determined by GEOID03.
 AH9165
 AH9165.The dynamic height is computed by dividing the NAVD 88
 AH9165.geopotential number by the normal gravity value computed on the
 AH9165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9165.degrees latitude (g = 980.6199 gals.).
 AH9165
 AH9165.The modeled gravity was interpolated from observed gravity values.
 AH9165
 AH9165;                    North         East    Units  Estimated Accuracy
 AH9165;SPC NJ       -    65,250.      149,900.      MT  (+/- 180 meters Scaled)
 AH9165
 AH9165                          SUPERSEDED SURVEY CONTROL
 AH9165
 AH9165.No superseded survey control is available for this station.
 AH9165
 AH9165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ429636(NAD 83)
 AH9165_MARKER: DD = SURVEY DISK
 AH9165_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH9165_SP_SET: BRIDGE ABUTMENT
 AH9165_STAMPING: 01410510 C 1997
 AH9165_MARK LOGO: NJGS  
 AH9165_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9165+SATELLITE: SATELLITE OBSERVATIONS - September 26, 1997
 AH9165
 AH9165  HISTORY     - Date     Condition        Report By
 AH9165  HISTORY     - 1997     MONUMENTED       NJGS
 AH9165  HISTORY     - 19970926 GOOD             NJGS
 AH9165
 AH9165                          STATION DESCRIPTION
 AH9165
 AH9165'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH9165'THE STATION IS LOCATED IN THE CITY OF ABSECON ON THE EAST SIDE OF OHIO
 AH9165'AVENUE, COUNTY ROAD 630.  TO REACH THE STATION FROM THE INTERSECTION
 AH9165'OF U.S.  HIGHWAY 30 AND SHORE ROAD, COUNTY ROAD 585, GO SOUTHWEST ON
 AH9165'COUNTY ROAD 585, PASSING UNDER THE NEW JERSEY TRANSIT RAILROAD
 AH9165'OVERPASS, FOR 0.20 MI (0.32 KM) TO THE SKEWED TEE INTERSECTION WITH
 AH9165'OHIO AVENUE ON THE RIGHT.  TURN RIGHT AND GO NORTH ON OHIO AVENUE FOR
 AH9165'ABOUT 100 M (328.1 FT) TO THE STATION ON THE RIGHT, SET FLUSH IN THE
 AH9165'TOP OF THE NORTHEAST CORNER ABUTMENT OF THE BRIDGE CARRYING OHIO
 AH9165'AVENUE OVER THE ABSECON CREEK.  THE STATION IS 1.3 M (4.3 FT) NORTHEST
 AH9165'FROM THE EAST CURB OF OHIO AVENUE, 5.9 M (19.4 FT) M NORTHEAST FROM
 AH9165'THE CENTERLINE OF OHIO AVENUE, 7.2 M (23.6 FT) SOUTH FROM A UTILITY
 AH9165'MANHOLE AND 15.2 M (49.9 FT) SOUTHEAST FROM POLE NUMBER BT 3 AB P
 AH9165'17030.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9170 ***********************************************************************
 AH9170  DESIGNATION -  01410560 A
 AH9170  PID         -  AH9170
 AH9170  STATE/COUNTY-  NJ/ATLANTIC
 AH9170  USGS QUAD   -  ATLANTIC CITY (1994)
 AH9170
 AH9170                         *CURRENT SURVEY CONTROL
 AH9170  ___________________________________________________________________
 AH9170* NAD 83(1986)-  39 21 05.     (N)    074 27 12.     (W)     SCALED    
 AH9170* NAVD 88     -         2.002  (meters)       6.57   (feet)  ADJUSTED  
 AH9170  ___________________________________________________________________
 AH9170  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 AH9170  DYNAMIC HT  -           2.001 (meters)       6.56  (feet)  COMP
 AH9170  MODELED GRAV-     980,105.9   (mgal)                       NAVD 88
 AH9170
 AH9170  VERT ORDER  -  SECOND    CLASS I
 AH9170
 AH9170.The horizontal coordinates were scaled from a topographic map and have
 AH9170.an estimated accuracy of +/- 6 seconds.
 AH9170
 AH9170.The orthometric height was determined by differential leveling
 AH9170.and adjusted by the National Geodetic Survey in March 2001..
 AH9170
 AH9170.The geoid height was determined by GEOID03.
 AH9170
 AH9170.The dynamic height is computed by dividing the NAVD 88
 AH9170.geopotential number by the normal gravity value computed on the
 AH9170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9170.degrees latitude (g = 980.6199 gals.).
 AH9170
 AH9170.The modeled gravity was interpolated from observed gravity values.
 AH9170
 AH9170;                    North         East    Units  Estimated Accuracy
 AH9170;SPC NJ       -    57,510.      154,020.      MT  (+/- 180 meters Scaled)
 AH9170
 AH9170                          SUPERSEDED SURVEY CONTROL
 AH9170
 AH9170.No superseded survey control is available for this station.
 AH9170
 AH9170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ471559(NAD 83)
 AH9170_MARKER: F = FLANGE-ENCASED ROD
 AH9170_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH9170_STAMPING: 01410560 A 1997
 AH9170_MARK LOGO: NGS   
 AH9170_PROJECTION: RECESSED 10 CENTIMETERS
 AH9170_MAGNETIC: I = MARKER IS A STEEL ROD
 AH9170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9170+STABILITY: POSITION/ELEVATION WELL
 AH9170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9170+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH9170_ROD/PIPE-DEPTH: 24.4 meters
 AH9170_SLEEVE-DEPTH  : 1.3 meters
 AH9170
 AH9170  HISTORY     - Date     Condition        Report By
 AH9170  HISTORY     - 1997     MONUMENTED       NJGS
 AH9170
 AH9170                          STATION DESCRIPTION
 AH9170
 AH9170'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH9170'THE STATION IS LOCATED IN THE CITY OF ATLANTIC CITY ON THE NORTHWEST
 AH9170'SIDE OF ATLANTIC AVENUE IN FRONT OF A PEDESTRIAN PARK, SOUTHWEST FROM
 AH9170'THE ATLANTIC CITY POLICE DEPARTMENT.  TO REACH THE STATION FROM THE
 AH9170'INTERSECTION OF HARTFORD AVENUE AND ATLANTIC AVENUE, GO WEST SOUTHWEST
 AH9170'ON ATLANTIC AVENUE FOR ABOUT 25 M (82.0 FT) TO THE STATION ON THE
 AH9170'LEFT, SET FLUSH WITH THE GROUND BETWEEN THE SIDEWALK AND THE CURB.
 AH9170'THE STATION IS 1.3 M (4.3 FT) NORTHWEST FROM THE NORTH CURB OF
 AH9170'ATLANTIC AVENUE, 5.65 M (18.54 FT) SOUTH SOUTHEAST FROM THE CENTER OF
 AH9170'THE MIDDLE OF THREE METAL PARK BENCHES FACING ATLANTIC AVENUE, 24.3 M
 AH9170'(79.7 FT) WEST SOUTHWEST FROM THE WEST CURB OF HARTFORD AVENUE, 7.3 M
 AH9170'(24.0 FT) SOUTH SOUTHEAST FROM A WOOD POST WITH AN ELECTRIC JUNCTION
 AH9170'BOX AND TEN OUTLETS ATTACHED AT THE REAR OF THE PEDESTRIAN PARK AND
 AH9170'14.9 M (48.9 FT) SOUTH SOUTHEAST FROM THE SOUTH CURB OF VENTNOR
 AH9170'AVENUE.  THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE
 AH9170'LOGO FLANGE WITH ACCESS COVER IS STAMPED 01410560 A 1997 AND IS SET
 AH9170'FLUSH WITH THE GROUND.  THE STATION IS A NINE SIXTEENTHS INCH DIAMETER
 AH9170'STAINLESS STEEL ROD WITH GREASED FILLED SLEEVE DRIVEN TO REFUSAL AT A
 AH9170'DEPTH OF 24.38 M (79.99 FT) AND IS SET ABOUT 10 CM BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9166 ***********************************************************************
 AH9166  DESIGNATION -  01410560 B
 AH9166  PID         -  AH9166
 AH9166  STATE/COUNTY-  NJ/ATLANTIC
 AH9166  USGS QUAD   -  ATLANTIC CITY (1994)
 AH9166
 AH9166                         *CURRENT SURVEY CONTROL
 AH9166  ___________________________________________________________________
 AH9166* NAD 83(1986)-  39 21 19.     (N)    074 27 28.     (W)     SCALED    
 AH9166* NAVD 88     -         1.628  (meters)       5.34   (feet)  ADJUSTED  
 AH9166  ___________________________________________________________________
 AH9166  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 AH9166  DYNAMIC HT  -           1.627 (meters)       5.34  (feet)  COMP
 AH9166  MODELED GRAV-     980,106.6   (mgal)                       NAVD 88
 AH9166
 AH9166  VERT ORDER  -  SECOND    CLASS I
 AH9166
 AH9166.The horizontal coordinates were scaled from a topographic map and have
 AH9166.an estimated accuracy of +/- 6 seconds.
 AH9166
 AH9166.The orthometric height was determined by differential leveling
 AH9166.and adjusted by the National Geodetic Survey in March 2001..
 AH9166
 AH9166.The geoid height was determined by GEOID03.
 AH9166
 AH9166.The dynamic height is computed by dividing the NAVD 88
 AH9166.geopotential number by the normal gravity value computed on the
 AH9166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9166.degrees latitude (g = 980.6199 gals.).
 AH9166
 AH9166.The modeled gravity was interpolated from observed gravity values.
 AH9166
 AH9166;                    North         East    Units  Estimated Accuracy
 AH9166;SPC NJ       -    57,940.      153,640.      MT  (+/- 180 meters Scaled)
 AH9166
 AH9166                          SUPERSEDED SURVEY CONTROL
 AH9166
 AH9166.No superseded survey control is available for this station.
 AH9166
 AH9166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ467563(NAD 83)
 AH9166_MARKER: DD = SURVEY DISK
 AH9166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9166_STAMPING: 01410560 B 1997
 AH9166_MARK LOGO: NJGS  
 AH9166_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9166+STABILITY: SURFACE MOTION
 AH9166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9166+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1997
 AH9166
 AH9166  HISTORY     - Date     Condition        Report By
 AH9166  HISTORY     - 1997     MONUMENTED       NJGS
 AH9166  HISTORY     - 19970919 GOOD             NJGS
 AH9166
 AH9166                          STATION DESCRIPTION
 AH9166
 AH9166'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (FAC)
 AH9166'THE STATION IS LOCATED IN THE CITY OF ATLANTIC CITY ON THE NORTHEAST
 AH9166'SIDE OF U.S.  HIGHWAYS 40 AND 322.  TO REACH THE STATION FROM THE
 AH9166'INTERSECTION OF WINCHESTER AVENUE AND U.S.  HIGHWAYS 40 AND 322, GO
 AH9166'NORTHWEST ON U.S.  HIGHWAYS 40 AND 322, CROSSING THE BRIDGE OVER
 AH9166'INSIDE THOROFARE, FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT, SET
 AH9166'FLUSH WITH THE SIDEWALK.  THE STATION IS 29.1 M (95.5 FT) SOUTH
 AH9166'SOUTHWEST FROM THE CENTER OF A GAZEBO, 10.7 M (35.1 FT) SOUTH
 AH9166'SOUTHWEST FROM LIGHT POST NUMBER A 23077, 20.2 M (66.3 FT) NORTH
 AH9166'NORTHWEST FROM LIGHT POST NUMBER A 23076, 2.4 M (7.9 FT) WEST
 AH9166'SOUTHWEST FROM THE SOUTHWEST EDGE OF THE CONCRETE SIDEWALK AND 1.5 M
 AH9166'(4.9 FT) EAST NORTHEAST FROM THE EAST EDGE OF THE CONCRETE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9168 ***********************************************************************
 AH9168  DESIGNATION -  01410560 C
 AH9168  PID         -  AH9168
 AH9168  STATE/COUNTY-  NJ/ATLANTIC
 AH9168  USGS QUAD   -  ATLANTIC CITY (1994)
 AH9168
 AH9168                         *CURRENT SURVEY CONTROL
 AH9168  ___________________________________________________________________
 AH9168* NAD 83(1986)-  39 21 10.     (N)    074 27 22.     (W)     SCALED    
 AH9168* NAVD 88     -         3.293  (meters)      10.80   (feet)  ADJUSTED  
 AH9168  ___________________________________________________________________
 AH9168  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 AH9168  DYNAMIC HT  -           3.292 (meters)      10.80  (feet)  COMP
 AH9168  MODELED GRAV-     980,106.2   (mgal)                       NAVD 88
 AH9168
 AH9168  VERT ORDER  -  SECOND    CLASS I
 AH9168
 AH9168.The horizontal coordinates were scaled from a topographic map and have
 AH9168.an estimated accuracy of +/- 6 seconds.
 AH9168
 AH9168.The orthometric height was determined by differential leveling
 AH9168.and adjusted by the National Geodetic Survey in March 2001..
 AH9168
 AH9168.The geoid height was determined by GEOID03.
 AH9168
 AH9168.The dynamic height is computed by dividing the NAVD 88
 AH9168.geopotential number by the normal gravity value computed on the
 AH9168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9168.degrees latitude (g = 980.6199 gals.).
 AH9168
 AH9168.The modeled gravity was interpolated from observed gravity values.
 AH9168
 AH9168;                    North         East    Units  Estimated Accuracy
 AH9168;SPC NJ       -    57,660.      153,780.      MT  (+/- 180 meters Scaled)
 AH9168
 AH9168                          SUPERSEDED SURVEY CONTROL
 AH9168
 AH9168.No superseded survey control is available for this station.
 AH9168
 AH9168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ468560(NAD 83)
 AH9168_MARKER: DD = SURVEY DISK
 AH9168_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH9168_SP_SET: BRIDGE SIDEWALK
 AH9168_STAMPING: 01410560 C 1997
 AH9168_MARK LOGO: NJGS  
 AH9168_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9168+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 AH9168
 AH9168  HISTORY     - Date     Condition        Report By
 AH9168  HISTORY     - 1997     MONUMENTED       NJGS
 AH9168  HISTORY     - 19970919 GOOD             NJGS
 AH9168  HISTORY     - 20030924 GOOD             USGS
 AH9168  HISTORY     - 20050207 GOOD             STEWRT
 AH9168
 AH9168                          STATION DESCRIPTION
 AH9168
 AH9168'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (RJK)
 AH9168'THE STATION IS LOCATED IN THE CITY OF ATLANTIC CITY AT THE SOUTHEAST
 AH9168'CORNER OF THE BRIDGE CARRYING U.S.  HIGHWAYS 40 AND 322 OVER INSIDE
 AH9168'THOROFARE AND ADJACENT TO A SUNOCO GASOLINE FILLING STATION.  TO REACH
 AH9168'THE STATION FROM THE INTERSECTION OF WINCHESTER AVENUE AND U.S.
 AH9168'HIGHWAYS 40 AND 322, GO ABOUT 40 M (131.2 FT) TO THE STATION ON THE
 AH9168'RIGHT, SET FLUSH IN A DRILL HOLE IN THE SIDEWALK.  THE STATION IS 3.2
 AH9168'M (10.5 FT) SOUTHEAST FROM ALUMINUM LIGHT POLE NUMBER C 1113, 0.35 M
 AH9168'(1.15 FT) SOUTHWEST FROM AND NORMAL TO THE SOUTHEAST CORNER BRIDGE
 AH9168'PARAPET PYLON WITH DATE PANEL FOR 1991, 2.7 M (8.9 FT) NORTHEAST FROM
 AH9168'THE NORTHEAST CURB OF U.S.  HIGHWAYS 40 AND 322 AND 1.9 M (6.2 FT)
 AH9168'NORTHWEST FROM A MANHOLE FOR AND WATER UTILITY COMPANY.
 AH9168
 AH9168                          STATION RECOVERY (2003)
 AH9168
 AH9168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AH9168'RECOVERED IN GOOD CONDITION.
 AH9168
 AH9168                          STATION RECOVERY (2005)
 AH9168
 AH9168'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2005 (DEN)
 AH9168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9175 ***********************************************************************
 AH9175  FBN         -  This is a Federal Base Network Control Station.
 AH9175  DESIGNATION -  01410600 A
 AH9175  PID         -  AH9175
 AH9175  STATE/COUNTY-  NJ/ATLANTIC
 AH9175  USGS QUAD   -  OCEANVILLE (1989)
 AH9175
 AH9175                         *CURRENT SURVEY CONTROL
 AH9175  ___________________________________________________________________
 AH9175* NAD 83(1996)-  39 22 46.68190(N)    074 25 28.32294(W)     ADJUSTED  
 AH9175* NAVD 88     -         1.568  (meters)       5.14   (feet)  ADJUSTED  
 AH9175  ___________________________________________________________________
 AH9175  X           -   1,325,532.256 (meters)                     COMP
 AH9175  Y           -  -4,755,383.734 (meters)                     COMP
 AH9175  Z           -   4,024,962.177 (meters)                     COMP
 AH9175  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 AH9175  ELLIP HEIGHT-         -32.79  (meters)          (09/24/01) GPS OBS
 AH9175  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 AH9175  DYNAMIC HT  -           1.567 (meters)       5.14  (feet)  COMP
 AH9175  MODELED GRAV-     980,109.0   (mgal)                       NAVD 88
 AH9175
 AH9175  HORZ ORDER  -  A
 AH9175  VERT ORDER  -  SECOND    CLASS I
 AH9175  ELLP ORDER  -  FOURTH    CLASS I
 AH9175
 AH9175.The horizontal coordinates were established by GPS observations
 AH9175.and adjusted by the National Geodetic Survey in September 2001..
 AH9175
 AH9175.The orthometric height was determined by differential leveling
 AH9175.and adjusted by the National Geodetic Survey in March 2001..
 AH9175.No vertical observational check was made to the station.
 AH9175
 AH9175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9175
 AH9175.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9175
 AH9175.The ellipsoidal height was determined by GPS observations
 AH9175.and is referenced to NAD 83.
 AH9175
 AH9175.The geoid height was determined by GEOID03.
 AH9175
 AH9175.The dynamic height is computed by dividing the NAVD 88
 AH9175.geopotential number by the normal gravity value computed on the
 AH9175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9175.degrees latitude (g = 980.6199 gals.).
 AH9175
 AH9175.The modeled gravity was interpolated from observed gravity values.
 AH9175
 AH9175;                    North         East     Units Scale Factor Converg.
 AH9175;SPC NJ       -    60,645.579   156,501.608   MT  0.99990052   +0 02 52.4
 AH9175;SPC NJ       -   198,968.04    513,455.69   sFT  0.99990052   +0 02 52.4
 AH9175;UTM  18      - 4,359,064.257   549,563.382   MT  0.99963024   +0 21 54.4
 AH9175
 AH9175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9175!SPC NJ       -   1.00000514  x   0.99990052  =   0.99990566
 AH9175!UTM  18      -   1.00000514  x   0.99963024  =   0.99963538
 AH9175
 AH9175                          SUPERSEDED SURVEY CONTROL
 AH9175
 AH9175  NAVD 88 (09/24/01)    1.57   (m)            5.2    (f) LEVELING    3  
 AH9175
 AH9175.Superseded values are not recommended for survey control.
 AH9175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9175.See file dsdata.txt to determine how the superseded data were derived.
 AH9175
 AH9175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4956359064(NAD 83)
 AH9175_MARKER: I = METAL ROD
 AH9175_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH9175_STAMPING: 0141600A 1997
 AH9175_MARK LOGO: NGS   
 AH9175_PROJECTION: FLUSH
 AH9175_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9175+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2000
 AH9175_ROD/PIPE-DEPTH: 7.62 meters
 AH9175_SLEEVE-DEPTH  : 1.3 meters
 AH9175
 AH9175  HISTORY     - Date     Condition        Report By
 AH9175  HISTORY     - 1997     MONUMENTED       NJGS
 AH9175  HISTORY     - 20000714 GOOD             NGS
 AH9175
 AH9175                          STATION DESCRIPTION
 AH9175
 AH9175'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH9175'THE STATION IS LOCATED IN THE CITY OF ATLANTIC CITY ON THE GROUNDS OF
 AH9175'THE U.S.  COAST GUARD STATION.  TO REACH THE STATION FROM THE
 AH9175'INTERSECTION OF U.S.  HIGHWAY 30, ABSECON BOULEVARD AND STATE ROUTE
 AH9175'87, HURON AVENUE, GO NORTH ON STATE ROUTE 87 FOR 0.5 MI (0.8 KM) TO A
 AH9175'SKEWED INTERSECTION WITH STATE ROUTE 187, BRIGANTINE BOULEVARD.
 AH9175'CONTINUE STRAIGHT AHEAD ON HURON AVENUE, PASSING THE TRUMPS MARINA
 AH9175'HOTEL AND CASINO ON THE LEFT, FOR 0.4 MI (0.6 KM) TO THE TEE
 AH9175'INTERSECTION WITH RHODE ISLAND AVENUE, THE ENTRANCE ROAD LEADING TO
 AH9175'THE U.S.  COAST GUARD STATION ON THE RIGHT.  TURN RIGHT AND GO
 AH9175'SOUTHEAST ON RHODE ISLAND AVENUE FOR ABOUT 50 M (164.0 FT) TO THE
 AH9175'STATION ON THE LEFT, SET FLUSH WITH THE GROUND.  THE STATION IS 5.25 M
 AH9175'(17.22 FT) EAST FROM THE EAST CURB OF RHODE ISLAND AVENUE, 3.0 M (9.8
 AH9175'FT) NORTHWEST FROM AN ANGLE POINT IN THE 6 FT (1.8 M) HIGH CHAIN LINK
 AH9175'FENCE SURROUNDING THE COAST GUARD PROPERTY, 3.65 M (11.98 FT)
 AH9175'NORTHEAST FROM THE CORNER OF THE 6 FT (1.8 M) HIGH CHAIN LINK FENCE
 AH9175'SURROUNDING THE COAST GUARD PROPERTY, 10 M (32.8 FT) SOUTH FROM THE
 AH9175'SOUTHWEST CORNER OF A ONE STORY BRICK BUILDING FOR THE U.S.  COAST
 AH9175'GUARD REPEATER STATION AND 17.35 M (56.92 FT) SOUTHEAST FROM POLE
 AH9175'NUMBER A 22114.  THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.
 AH9175'THE LOGO FLANGE WITH ACCESS COVER IS STAMPED 0141600 A 1997 AND IS SET
 AH9175'FLUSH WITH THE GROUND.  THE STATION IS A NINE SIXTEENTHS INCH DIAMETER
 AH9175'STAINLESS STEEL ROD WITH GREASED FILLED SLEEVE DRIVEN TO REFUSAL AT A
 AH9175'DEPTH OF 7.62 M (25.00 FT) AND IS RECESSED ABOUT 10 CM BELOW THE
 AH9175'GROUND.
 AH9175
 AH9175                          STATION RECOVERY (2000)
 AH9175
 AH9175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AH9175'RECOVERED AS DESCRIBED.
 AH9175'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9171 ***********************************************************************
 AH9171  DESIGNATION -  01410600 B
 AH9171  PID         -  AH9171
 AH9171  STATE/COUNTY-  NJ/ATLANTIC
 AH9171  USGS QUAD   -  OCEANVILLE (1989)
 AH9171
 AH9171                         *CURRENT SURVEY CONTROL
 AH9171  ___________________________________________________________________
 AH9171* NAD 83(1986)-  39 22 35.     (N)    074 25 25.     (W)     SCALED    
 AH9171* NAVD 88     -         2.031  (meters)       6.66   (feet)  ADJUSTED  
 AH9171  ___________________________________________________________________
 AH9171  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 AH9171  DYNAMIC HT  -           2.030 (meters)       6.66  (feet)  COMP
 AH9171  MODELED GRAV-     980,109.0   (mgal)                       NAVD 88
 AH9171
 AH9171  VERT ORDER  -  SECOND    CLASS I
 AH9171
 AH9171.The horizontal coordinates were scaled from a topographic map and have
 AH9171.an estimated accuracy of +/- 6 seconds.
 AH9171
 AH9171.The orthometric height was determined by differential leveling
 AH9171.and adjusted by the National Geodetic Survey in March 2001..
 AH9171.No vertical observational check was made to the station.
 AH9171
 AH9171.The geoid height was determined by GEOID03.
 AH9171
 AH9171.The dynamic height is computed by dividing the NAVD 88
 AH9171.geopotential number by the normal gravity value computed on the
 AH9171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9171.degrees latitude (g = 980.6199 gals.).
 AH9171
 AH9171.The modeled gravity was interpolated from observed gravity values.
 AH9171
 AH9171;                    North         East    Units  Estimated Accuracy
 AH9171;SPC NJ       -    60,290.      156,580.      MT  (+/- 180 meters Scaled)
 AH9171
 AH9171                          SUPERSEDED SURVEY CONTROL
 AH9171
 AH9171.No superseded survey control is available for this station.
 AH9171
 AH9171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ496587(NAD 83)
 AH9171_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AH9171_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH9171+WITH SETTING: PAVEMENT
 AH9171_SP_SET: DOCK
 AH9171_STAMPING: 01410600 B 1997
 AH9171_MARK LOGO: USGS  
 AH9171_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9171+STABILITY: SURFACE MOTION
 AH9171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9171+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2004
 AH9171
 AH9171  HISTORY     - Date     Condition        Report By
 AH9171  HISTORY     - 1997     MONUMENTED       NJGS
 AH9171  HISTORY     - 20020612 GOOD             USGS
 AH9171  HISTORY     - 20040908 GOOD             USGS
 AH9171
 AH9171                          STATION DESCRIPTION
 AH9171
 AH9171'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH9171'THE STATION IS LOCATED IN THE CITY OF ATLANTIC CITY ON THE GROUNDS OF
 AH9171'THE U.S.  COAST GUARD STATION.  TO REACH THE STATION FROM THE
 AH9171'INTERSECTION OF U.S.  HIGHWAY 30, ABSECON BOULEVARD AND STATE ROUTE
 AH9171'87, HURON AVENUE, GO NORTH ON STATE ROUTE 87 FOR 0.5 MI (0.8 KM) TO A
 AH9171'SKEWED INTERSECTION WITH STATE ROUTE 187, BRIGANTINE BOULEVARD.
 AH9171'CONTINUE STRAIGHT AHEAD ON HURON AVENUE, PASSING THE TRUMPS MARINA
 AH9171'HOTEL AND CASINO ON THE LEFT, FOR 0.4 MI (0.6 KM) TO THE TEE
 AH9171'INTERSECTION WITH RHODE ISLAND AVENUE, THE ENTRANCE ROAD LEADING TO
 AH9171'THE U.S.  COAST GUARD STATION ON THE RIGHT.  TURN RIGHT AND GO
 AH9171'SOUTHEAST ON RHODE ISLAND AVENUE FOR 0.1 MI (0.2 KM) TO THE MAIN GATE
 AH9171'AT THE ENTRANCE TO THE COAST GUARD STATION.  PASS THROUGH THE GATE AND
 AH9171'GO SOUTH, PASSING BETWEEN A TWO AND ONE HALF STORY BUILDING AND A ONE
 AH9171'AND ONE HALF STORY SUPPORT BUILDING TO THE CONCRETE DOCK AREA. TURN
 AH9171'RIGHT AND GO ABOUT 40 M (131.2 FT) TO THE STATION ON THE RIGHT, SET
 AH9171'FLUSH IN A DRILL HOLE IN THE CONCRETE DOCK.  THE STATION IS 1.0 M (3.3
 AH9171'FT) NORTHEAST FROM A CAST METAL CLEAT, 2.2 M (7.2 FT) SOUTHWEST FROM
 AH9171'THE TIDE TELEMETRY UNIT, 7.3 M (24.0 FT) NORTHWEST FROM THE SOUTHEAST
 AH9171'EDGE OF THE DOCK, 0.2 M (0.7 FT) SOUTHEAST FROM THE NORTHWEST EDGE OF
 AH9171'THE DOCK AND 12.7 M (41.7 FT) SOUTH FROM AND OVERHEAD POLE ON THE
 AH9171'NORTH SIDE OF THE DOCK.  THE STATION IS A STANDARD U.S.  GEOLOGICAL
 AH9171'SURVEY GAGING STATION DISK.
 AH9171
 AH9171                          STATION RECOVERY (2002)
 AH9171
 AH9171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 AH9171'RECOVERED IN GOOD CONDITION.
 AH9171
 AH9171                          STATION RECOVERY (2004)
 AH9171
 AH9171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (PBR)
 AH9171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9173 ***********************************************************************
 AH9173  DESIGNATION -  01410600 C
 AH9173  PID         -  AH9173
 AH9173  STATE/COUNTY-  NJ/ATLANTIC
 AH9173  USGS QUAD   -  OCEANVILLE (1989)
 AH9173
 AH9173                         *CURRENT SURVEY CONTROL
 AH9173  ___________________________________________________________________
 AH9173* NAD 83(1986)-  39 22 39.     (N)    074 25 25.     (W)     SCALED    
 AH9173* NAVD 88     -         2.303  (meters)       7.56   (feet)  ADJUSTED  
 AH9173  ___________________________________________________________________
 AH9173  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 AH9173  DYNAMIC HT  -           2.301 (meters)       7.55  (feet)  COMP
 AH9173  MODELED GRAV-     980,109.2   (mgal)                       NAVD 88
 AH9173
 AH9173  VERT ORDER  -  SECOND    CLASS I
 AH9173
 AH9173.The horizontal coordinates were scaled from a topographic map and have
 AH9173.an estimated accuracy of +/- 6 seconds.
 AH9173
 AH9173.The orthometric height was determined by differential leveling
 AH9173.and adjusted by the National Geodetic Survey in March 2001..
 AH9173.No vertical observational check was made to the station.
 AH9173
 AH9173.The geoid height was determined by GEOID03.
 AH9173
 AH9173.The dynamic height is computed by dividing the NAVD 88
 AH9173.geopotential number by the normal gravity value computed on the
 AH9173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9173.degrees latitude (g = 980.6199 gals.).
 AH9173
 AH9173.The modeled gravity was interpolated from observed gravity values.
 AH9173
 AH9173;                    North         East    Units  Estimated Accuracy
 AH9173;SPC NJ       -    60,410.      156,580.      MT  (+/- 180 meters Scaled)
 AH9173
 AH9173                          SUPERSEDED SURVEY CONTROL
 AH9173
 AH9173.No superseded survey control is available for this station.
 AH9173
 AH9173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ496588(NAD 83)
 AH9173_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AH9173_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH9173+WITH SETTING: PAVEMENT
 AH9173_SP_SET: FLAGPOLE BASE
 AH9173_STAMPING: 01410600 C 1997
 AH9173_MARK LOGO: USGS  
 AH9173_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9173+STABILITY: SURFACE MOTION
 AH9173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9173+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH9173
 AH9173  HISTORY     - Date     Condition        Report By
 AH9173  HISTORY     - 1997     MONUMENTED       NJGS
 AH9173  HISTORY     - 20020612 GOOD             USGS
 AH9173
 AH9173                          STATION DESCRIPTION
 AH9173
 AH9173'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH9173'THE STATION IS LOCATED IN THE CITY OF ATLANTIC CITY ON THE GROUNDS OF
 AH9173'THE U.S.  COAST GUARD STATION.  TO REACH THE STATION FROM THE
 AH9173'INTERSECTION OF U.S.  HIGHWAY 30, ABSECON BOULEVARD AND STATE ROUTE
 AH9173'87, HURON AVENUE, GO NORTH ON STATE ROUTE 87 FOR 0.5 MI (0.8 KM) TO A
 AH9173'SKEWED INTERSECTION WITH STATE ROUTE 187, BRIGANTINE BOULEVARD.
 AH9173'CONTINUE STRAIGHT AHEAD ON HURON AVENUE, PASSING THE TRUMPS MARINA
 AH9173'HOTEL AND CASINO ON THE LEFT, FOR 0.4 MI (0.6 KM) TO THE TEE
 AH9173'INTERSECTION WITH RHODE ISLAND AVENUE, THE ENTRANCE ROAD LEADING TO
 AH9173'THE U.S.  COAST GUARD STATION ON THE RIGHT.  TURN RIGHT AND GO
 AH9173'SOUTHEAST ON RHODE ISLAND AVENUE FOR 0.1 MI (0.2 KM) TO THE MAIN GATE
 AH9173'AT THE ENTRANCE TO THE COAST GUARD STATION.  PASS THROUGH THE GATE, GO
 AH9173'SOUTH FOR ABOUT 30 M (98.4 FT) AND THEN LEFT FOR ABOUT 50 M (164.0 FT)
 AH9173'TO THE STATION AHEAD, SET FLUSH IN A DRILL HOLE AT THE NORTH CORNER OF
 AH9173'THE CONCRETE BASE OF THE FLAG POLE IN FRONT OF THE COAST GUARD
 AH9173'HEADQUARTERS BUILDING.  THE STATION IS 6.9 M (22.6 FT) SOUTHEAST FROM
 AH9173'THE SOUTHEAST EDGE OF THE DRIVEWAY, 34.7 M (113.8 FT) EAST FROM A RED
 AH9173'PAINTED BUOY NUMBER AC 2, ON DISPLAY ON THE LAWN OF THE COAST GUARD
 AH9173'STATION, 8.7 M (28.5 FT) WEST SOUTHWEST FROM THE NORTHWEST CORNER OF
 AH9173'THE HEADQUARTERS BUILDING AND 5.7 M (18.7 FT) SOUTH FROM A 1.0 FT (0.3
 AH9173'M) DIAMETER CHERRY TREE.  THE STATION IS A STANDARD U.S.  GEOLOGICAL
 AH9173'SURVEY GAGING STATION DISK.
 AH9173
 AH9173                          STATION RECOVERY (2002)
 AH9173
 AH9173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 AH9173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9172 ***********************************************************************
 AH9172  DESIGNATION -  01410600 D
 AH9172  PID         -  AH9172
 AH9172  STATE/COUNTY-  NJ/ATLANTIC
 AH9172  USGS QUAD   -  OCEANVILLE (1989)
 AH9172
 AH9172                         *CURRENT SURVEY CONTROL
 AH9172  ___________________________________________________________________
 AH9172* NAD 83(1986)-  39 22 37.     (N)    074 25 22.     (W)     SCALED    
 AH9172* NAVD 88     -         2.101  (meters)       6.89   (feet)  ADJUSTED  
 AH9172  ___________________________________________________________________
 AH9172  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 AH9172  DYNAMIC HT  -           2.100 (meters)       6.89  (feet)  COMP
 AH9172  MODELED GRAV-     980,109.1   (mgal)                       NAVD 88
 AH9172
 AH9172  VERT ORDER  -  SECOND    CLASS I
 AH9172
 AH9172.The horizontal coordinates were scaled from a topographic map and have
 AH9172.an estimated accuracy of +/- 6 seconds.
 AH9172
 AH9172.The orthometric height was determined by differential leveling
 AH9172.and adjusted by the National Geodetic Survey in March 2001..
 AH9172.No vertical observational check was made to the station.
 AH9172
 AH9172.The geoid height was determined by GEOID03.
 AH9172
 AH9172.The dynamic height is computed by dividing the NAVD 88
 AH9172.geopotential number by the normal gravity value computed on the
 AH9172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9172.degrees latitude (g = 980.6199 gals.).
 AH9172
 AH9172.The modeled gravity was interpolated from observed gravity values.
 AH9172
 AH9172;                    North         East    Units  Estimated Accuracy
 AH9172;SPC NJ       -    60,350.      156,650.      MT  (+/- 180 meters Scaled)
 AH9172
 AH9172                          SUPERSEDED SURVEY CONTROL
 AH9172
 AH9172.No superseded survey control is available for this station.
 AH9172
 AH9172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ497587(NAD 83)
 AH9172_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AH9172_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH9172+WITH SETTING: PAVEMENT
 AH9172_SP_SET: FLAG POLE BASE
 AH9172_STAMPING: 01410600 D 1997
 AH9172_MARK LOGO: USGS  
 AH9172_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9172+STABILITY: SURFACE MOTION
 AH9172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9172+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH9172
 AH9172  HISTORY     - Date     Condition        Report By
 AH9172  HISTORY     - 1997     MONUMENTED       NJGS
 AH9172  HISTORY     - 20020612 GOOD             USGS
 AH9172
 AH9172                          STATION DESCRIPTION
 AH9172
 AH9172'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH9172'THE STATION IS LOCATED IN THE CITY OF ATLANTIC CITY ON THE GROUNDS OF
 AH9172'THE U.S.  COAST GUARD STATION.  TO REACH THE STATION FROM THE
 AH9172'INTERSECTION OF U.S.  HIGHWAY 30, ABSECON BOULEVARD AND STATE ROUTE
 AH9172'87, HURON AVENUE, GO NORTH ON STATE ROUTE 87 FOR 0.5 MI (0.8 KM) TO A
 AH9172'SKEWED INTERSECTION WITH STATE ROUTE 187, BRIGANTINE BOULEVARD.
 AH9172'CONTINUE STRAIGHT AHEAD ON HURON AVENUE, PASSING THE TRUMPS MARINA
 AH9172'HOTEL AND CASINO ON THE LEFT, FOR 0.4 MI (0.6 KM) TO THE TEE
 AH9172'INTERSECTION WITH RHODE ISLAND AVENUE, THE ENTRANCE ROAD LEADING TO
 AH9172'THE U.S.  COAST GUARD STATION ON THE RIGHT.  TURN RIGHT AND GO
 AH9172'SOUTHEAST ON RHODE ISLAND AVENUE FOR 0.1 MI (0.2 KM) TO THE MAIN GATE
 AH9172'AT THE ENTRANCE TO THE COAST GUARD STATION.  PASS THROUGH THE GATE,
 AH9172'AND GO SOUTH, PASSING BETWEEN A TWO AND ONE HALF STORY BUILDING AND A
 AH9172'ONE AND A HALF STORY SUPPORT BUILDING TO THE CONCRETE DOCK AREA. TURN
 AH9172'LEFT AND GO 64 PACES TO THE STATION ON THE LEFT, SET FLUSH IN A DRILL
 AH9172'HOLE AT THE EAST CORNER OF THE CONCRETE BASE OF A FLAG POLE ON THE
 AH9172'EAST SIDE OF THE HEADQUARTERS BUILDING OF THE COAST GUARD STATION.
 AH9172'THE STATION IS 31.4 M (103.0 FT) WEST FROM THE EAST CORNER OF THE
 AH9172'DOCK, 23.2 M (76.1 FT) SOUTHWEST FROM A CONCRETE BULKHEAD, 7.25 M
 AH9172'(23.79 FT) NORTHWEST FROM A 3000 GALLON ABOVE GROUND FUEL STORAGE TANK
 AH9172'AND 14.7 M (48.2 FT) EAST FROM THE FOOT OF THE MOST EASTERLY STEP
 AH9172'LEADING TO THE COAST GUARD STATION HEADQUARTERS.  THE STATION IS A
 AH9172'STANDARD U.S.  GEOLOGICAL SURVEY GAGING STATION DISK.
 AH9172
 AH9172                          STATION RECOVERY (2002)
 AH9172
 AH9172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 AH9172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9174 ***********************************************************************
 AH9174  DESIGNATION -  01410600 E
 AH9174  PID         -  AH9174
 AH9174  STATE/COUNTY-  NJ/ATLANTIC
 AH9174  USGS QUAD   -  OCEANVILLE (1989)
 AH9174
 AH9174                         *CURRENT SURVEY CONTROL
 AH9174  ___________________________________________________________________
 AH9174* NAD 83(1986)-  39 22 35.     (N)    074 25 26.     (W)     SCALED    
 AH9174* NAVD 88     -         2.280  (meters)       7.48   (feet)  ADJUSTED  
 AH9174  ___________________________________________________________________
 AH9174  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 AH9174  DYNAMIC HT  -           2.279 (meters)       7.48  (feet)  COMP
 AH9174  MODELED GRAV-     980,109.0   (mgal)                       NAVD 88
 AH9174
 AH9174  VERT ORDER  -  SECOND    CLASS I
 AH9174
 AH9174.The horizontal coordinates were scaled from a topographic map and have
 AH9174.an estimated accuracy of +/- 6 seconds.
 AH9174
 AH9174.The orthometric height was determined by differential leveling
 AH9174.and adjusted by the National Geodetic Survey in March 2001..
 AH9174.No vertical observational check was made to the station.
 AH9174
 AH9174.The geoid height was determined by GEOID03.
 AH9174
 AH9174.The dynamic height is computed by dividing the NAVD 88
 AH9174.geopotential number by the normal gravity value computed on the
 AH9174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9174.degrees latitude (g = 980.6199 gals.).
 AH9174
 AH9174.The modeled gravity was interpolated from observed gravity values.
 AH9174
 AH9174;                    North         East    Units  Estimated Accuracy
 AH9174;SPC NJ       -    60,290.      156,560.      MT  (+/- 180 meters Scaled)
 AH9174
 AH9174                          SUPERSEDED SURVEY CONTROL
 AH9174
 AH9174.No superseded survey control is available for this station.
 AH9174
 AH9174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ496587(NAD 83)
 AH9174_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AH9174_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH9174_SP_SET: JUNCTION BOX BASE
 AH9174_STAMPING: 01410600 E 1997
 AH9174_MARK LOGO: USGS  
 AH9174_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9174+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH9174
 AH9174  HISTORY     - Date     Condition        Report By
 AH9174  HISTORY     - 1997     MONUMENTED       NJGS
 AH9174  HISTORY     - 20020612 GOOD             USGS
 AH9174
 AH9174                          STATION DESCRIPTION
 AH9174
 AH9174'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH9174'THE STATION IS LOCATED IN THE CITY OF ATLANTIC CITY ON THE GROUNDS OF
 AH9174'THE U.S.  COAST GUARD STATION.  TO REACH THE STATION FROM THE
 AH9174'INTERSECTION OF U.S.  HIGHWAY 30, ABSECON BOULEVARD AND STATE ROUTE
 AH9174'87, HURON AVENUE, GO NORTH ON STATE ROUTE 87 FOR 0.5 MI (0.8 KM) TO A
 AH9174'SKEWED INTERSECTION WITH STATE ROUTE 187, BRIGANTINE BOULEVARD.
 AH9174'CONTINUE STRAIGHT AHEAD ON HURON AVENUE, PASSING THE TRUMPS MARINA
 AH9174'HOTEL AND CASINO ON THE LEFT, FOR 0.4 MI (0.6 KM) TO THE TEE
 AH9174'INTERSECTION WITH RHODE ISLAND AVENUE, THE ENTRANCE ROAD LEADING TO
 AH9174'THE U.S.  COAST GUARD STATION ON THE RIGHT.  TURN RIGHT AND GO
 AH9174'SOUTHEAST ON RHODE ISLAND AVENUE FOR 0.1 MI (0.2 KM) TO THE MAIN GATE
 AH9174'AT THE ENTRANCE TO THE COAST GUARD STATION.  PASS THROUGH THE GATE AND
 AH9174'GO ABOUT 32.5 M (106.6 FT) SOUTH TO THE STATION ON THE RIGHT, SET
 AH9174'FLUSH IN A DRILL HOLE IN THE CONCRETE BASE OF AN ELECTRIC UTILITY
 AH9174'JUNCTION BOX FOR AN ABANDONED WEATHER STATION.  THE STATION IS 32.5 M
 AH9174'(106.6 FT) SOUTH FROM THE MAIN ENTRANCE GATE, 26.6 M (87.3 FT) WEST
 AH9174'NORTHWEST FROM A RED PAINTED BUOY NUMBER AC 2, ON DISPLAY ON THE LAWN
 AH9174'OF THE COAST GUARD STATION, 33.3 M (109.3 FT) SOUTH FROM A GREEN
 AH9174'PAINTED BUOY NUMBER AC 1, ON DISPLAY NEAR THE EAST SIDE OF THE MAIN
 AH9174'ENTRANCE GATE, 25.9 M (85.0 FT) NORTHWEST FROM A FIRE HYDRANT NEAR THE
 AH9174'NORTHEAST CORNER OF A ONE AND ONE HALF STORY BUILDING AND 19.2 M (63.0
 AH9174'FT) EAST FROM THE BULKHEAD.  THE STATION IS A STANDARD U.S. GEOLOGICAL
 AH9174'SURVEY GAGING STATION DISK.
 AH9174
 AH9174                          STATION RECOVERY (2002)
 AH9174
 AH9174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 AH9174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9192 ***********************************************************************
 AH9192  DESIGNATION -  01411318 A
 AH9192  PID         -  AH9192
 AH9192  STATE/COUNTY-  NJ/CAPE MAY
 AH9192  USGS QUAD   -  MARMORA (1994)
 AH9192
 AH9192                         *CURRENT SURVEY CONTROL
 AH9192  ___________________________________________________________________
 AH9192* NAD 83(1986)-  39 15 12.     (N)    074 37 42.     (W)     SCALED    
 AH9192* NAVD 88     -         1.319  (meters)       4.33   (feet)  ADJUSTED  
 AH9192  ___________________________________________________________________
 AH9192  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 AH9192  DYNAMIC HT  -           1.319 (meters)       4.33  (feet)  COMP
 AH9192  MODELED GRAV-     980,093.8   (mgal)                       NAVD 88
 AH9192
 AH9192  VERT ORDER  -  FIRST     CLASS II
 AH9192
 AH9192.The horizontal coordinates were scaled from a topographic map and have
 AH9192.an estimated accuracy of +/- 6 seconds.
 AH9192
 AH9192.The orthometric height was determined by differential leveling
 AH9192.and adjusted by the National Geodetic Survey in March 2005..
 AH9192.No vertical observational check was made to the station.
 AH9192
 AH9192.The geoid height was determined by GEOID03.
 AH9192
 AH9192.The dynamic height is computed by dividing the NAVD 88
 AH9192.geopotential number by the normal gravity value computed on the
 AH9192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9192.degrees latitude (g = 980.6199 gals.).
 AH9192
 AH9192.The modeled gravity was interpolated from observed gravity values.
 AH9192
 AH9192;                    North         East    Units  Estimated Accuracy
 AH9192;SPC NJ       -    46,630.      138,920.      MT  (+/- 180 meters Scaled)
 AH9192
 AH9192                          SUPERSEDED SURVEY CONTROL
 AH9192
 AH9192  NAVD 88 (03/01/01)    1.352  (m)            4.44   (f) UNKNOWN     1 2
 AH9192
 AH9192.Superseded values are not recommended for survey control.
 AH9192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9192.See file dsdata.txt to determine how the superseded data were derived.
 AH9192
 AH9192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ320449(NAD 83)
 AH9192_MARKER: DD = SURVEY DISK
 AH9192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH9192_SP_SET: BOAT CRANE BASE
 AH9192_STAMPING: 01411318 A 1997
 AH9192_MARK LOGO: USGS  
 AH9192_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9192+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2000
 AH9192
 AH9192  HISTORY     - Date     Condition        Report By
 AH9192  HISTORY     - 1997     MONUMENTED       NJGS
 AH9192  HISTORY     - 20000815 GOOD             NJGS
 AH9192  HISTORY     - 20020611 GOOD             USGS
 AH9192  HISTORY     - 20030926 GOOD             USGS
 AH9192  HISTORY     - 20050524 POOR             USGS
 AH9192  HISTORY     - 20060127 POOR             GEOCAC
 AH9192
 AH9192                          STATION DESCRIPTION
 AH9192
 AH9192'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH9192'THE STATION IS LOCATED IN UPPER TOWNSHIP, WEST OF AND ACROSS PECKS BAY
 AH9192'FROM THE CITY OF OCEAN CITY.  TO REACH THE STATION FROM THE
 AH9192'INTERSECTION OF THE GARDEN STATE PARKWAY AND ROOSEVELT BOULEVARD,
 AH9192'COUNTY ROAD 623 AT INTERCHANGE 25, GO SOUTHEAST ON ROOSEVELT BOULEVARD
 AH9192'FOR 0.8 MI (1.3 KM) TO THE TURN AROUND LEADING TO THE ALL SEASONS
 AH9192'MARINA ON THE RIGHT.  TURN RIGHT AND GO 0.2 MI (0.3 KM) TO THE
 AH9192'ENTRANCE DRIVE.  TURN RIGHT, PASSING THROUGH THE GATE IN THE CHAIN
 AH9192'LINK FENCE AND GO 0.05 MI (0.08 KM) TO THE SECTION C DOCK AREA.  TURN
 AH9192'RIGHT AND GO 0.05 MI (0.08 KM) TO THE STATION AHEAD, SET FLUSH IN A
 AH9192'DRILL HOLE IN THE CONCRETE FOUNDATION FOR AN OVERHEAD BOAT CRANE.  THE
 AH9192'STATION IS 0.4 M (1.3 FT) EAST FROM THE WEST CORNER OF THE CONCRETE
 AH9192'FOUNDATION, 3.7 M (12.1 FT) NORTHEAST FROM THE NORTHEAST WOOD
 AH9192'BULKHEAD, 12.2 M (40.0 FT) NORTHWEST FROM THE WOOD BULKHEAD AT THE
 AH9192'SOUTHEAST END OF THE OVERHEAD BOAT CRANE AREA, 9.3 M (30.5 FT)
 AH9192'SOUTHWEST FROM A GASOLINE FILLING PUMP, 9.6 M (31.5 FT) WEST SOUTHWEST
 AH9192'FROM THE WEST CORNER OF A ONE STORY WOOD PUMP OUT STATION BUILDING AND
 AH9192'4.8 M (15.7 FT) WEST FROM A SEWER MANHOLE IN THE CONCRETE FOUNDATION.
 AH9192'THE STATION IS A STANDARD U.S.  GEOLOGICAL SURVEY GAGING STATION DISK.
 AH9192
 AH9192                          STATION RECOVERY (2000)
 AH9192
 AH9192'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (ECB)
 AH9192'RECOVERED AS DESCRIBED.
 AH9192
 AH9192                          STATION RECOVERY (2002)
 AH9192
 AH9192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 AH9192'RECOVERED IN GOOD CONDITION.
 AH9192
 AH9192                          STATION RECOVERY (2003)
 AH9192
 AH9192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AH9192'RECOVERED IN GOOD CONDITION.
 AH9192
 AH9192                          STATION RECOVERY (2005)
 AH9192
 AH9192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (PBR)
 AH9192'CONCRETE PAD IN WHICH MARK WAS SET HAS CRACKED AND MAY HAVE SETTLED
 AH9192'CONSIDERABLY
 AH9192
 AH9192                          STATION RECOVERY (2006)
 AH9192
 AH9192'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AH9192'HANDHELD COORDINATES ARE N39-15-15.42 W074-37-40.56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9193 ***********************************************************************
 AH9193  DESIGNATION -  01411318 B
 AH9193  PID         -  AH9193
 AH9193  STATE/COUNTY-  NJ/CAPE MAY
 AH9193  USGS QUAD   -  MARMORA (1994)
 AH9193
 AH9193                         *CURRENT SURVEY CONTROL
 AH9193  ___________________________________________________________________
 AH9193* NAD 83(1986)-  39 15 10.     (N)    074 37 44.     (W)     SCALED    
 AH9193* NAVD 88     -         1.412  (meters)       4.63   (feet)  ADJUSTED  
 AH9193  ___________________________________________________________________
 AH9193  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 AH9193  DYNAMIC HT  -           1.411 (meters)       4.63  (feet)  COMP
 AH9193  MODELED GRAV-     980,093.7   (mgal)                       NAVD 88
 AH9193
 AH9193  VERT ORDER  -  FIRST     CLASS II
 AH9193
 AH9193.The horizontal coordinates were scaled from a topographic map and have
 AH9193.an estimated accuracy of +/- 6 seconds.
 AH9193
 AH9193.The orthometric height was determined by differential leveling
 AH9193.and adjusted by the National Geodetic Survey in March 2005..
 AH9193.No vertical observational check was made to the station.
 AH9193
 AH9193.The geoid height was determined by GEOID03.
 AH9193
 AH9193.The dynamic height is computed by dividing the NAVD 88
 AH9193.geopotential number by the normal gravity value computed on the
 AH9193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9193.degrees latitude (g = 980.6199 gals.).
 AH9193
 AH9193.The modeled gravity was interpolated from observed gravity values.
 AH9193
 AH9193;                    North         East    Units  Estimated Accuracy
 AH9193;SPC NJ       -    46,570.      138,880.      MT  (+/- 180 meters Scaled)
 AH9193
 AH9193                          SUPERSEDED SURVEY CONTROL
 AH9193
 AH9193  NAVD 88 (03/01/01)    1.418  (m)            4.65   (f) UNKNOWN     1 2
 AH9193
 AH9193.Superseded values are not recommended for survey control.
 AH9193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9193.See file dsdata.txt to determine how the superseded data were derived.
 AH9193
 AH9193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ320448(NAD 83)
 AH9193_MARKER: DD = SURVEY DISK
 AH9193_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH9193_SP_SET: LIGHT POLE BASE
 AH9193_STAMPING: 01411318 B 1997
 AH9193_MARK LOGO: USGS  
 AH9193_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9193+STABILITY: SURFACE MOTION
 AH9193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9193+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2003
 AH9193
 AH9193  HISTORY     - Date     Condition        Report By
 AH9193  HISTORY     - 1997     MONUMENTED       NJGS
 AH9193  HISTORY     - 20000815 GOOD             NJGS
 AH9193  HISTORY     - 20030926 GOOD             USGS
 AH9193
 AH9193                          STATION DESCRIPTION
 AH9193
 AH9193'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH9193'THE STATION IS LOCATED IN UPPER TOWNSHIP, WEST OF AND ACROSS PECKS BAY
 AH9193'FROM THE CITY OF OCEAN CITY.  TO REACH THE STATION FROM THE
 AH9193'INTERSECTION OF THE GARDEN STATE PARKWAY AND ROOSEVELT BOULEVARD,
 AH9193'COUNTY ROAD 623 AT INTERCHANGE 25, GO SOUTHEAST ON ROOSEVELT BOULEVARD
 AH9193'FOR 0.8 MI (1.3 KM) TO THE TURN AROUND LEADING TO THE ALL SEASONS
 AH9193'MARINA ON THE RIGHT.  TURN RIGHT AND GO 0.2 MI (0.3 KM) TO THE STATION
 AH9193'ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN A CONCRETE FOUNDATION OF A
 AH9193'JUNCTION BOX FOR AN OVERHEAD LIGHT POLE.  THE STATION IS 1.3 M (4.3
 AH9193'FT) EAST FROM THE EAST CURB, 13.7 M (44.9 FT) NORTHWEST FROM THE NORTH
 AH9193'CORNER OF THE CLARKS LANDING BOAT SALES BUILDING, 17.8 M (58.4 FT)
 AH9193'NORTH FROM THE WEST CORNER OF THE CLARKS LANDING BOAT SALES BUILDING,
 AH9193'18.8 M (61.7 FT) NORTH FROM UTILITY POLE NUMBER BT 2554 AND 19.1 M
 AH9193'(62.7 FT) NORTHEAST FROM THE NORTHEAST EDGE OF ROOSEVELT BOULEVARD
 AH9193'PASSING OVERHEAD.  THE STATION IS A STANDARD U.S.  GEOLOGICAL SURVEY
 AH9193'GAGING STATION DISK.
 AH9193
 AH9193                          STATION RECOVERY (2000)
 AH9193
 AH9193'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (ECB)
 AH9193'RECOVERED AS DESCRIBED.
 AH9193
 AH9193                          STATION RECOVERY (2003)
 AH9193
 AH9193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AH9193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9194 ***********************************************************************
 AH9194  DESIGNATION -  01411318 C
 AH9194  PID         -  AH9194
 AH9194  STATE/COUNTY-  NJ/CAPE MAY
 AH9194  USGS QUAD   -  MARMORA (1994)
 AH9194
 AH9194                         *CURRENT SURVEY CONTROL
 AH9194  ___________________________________________________________________
 AH9194* NAD 83(1986)-  39 15 08.     (N)    074 37 45.     (W)     SCALED    
 AH9194* NAVD 88     -         2.249  (meters)       7.38   (feet)  ADJUSTED  
 AH9194  ___________________________________________________________________
 AH9194  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 AH9194  DYNAMIC HT  -           2.248 (meters)       7.38  (feet)  COMP
 AH9194  MODELED GRAV-     980,093.6   (mgal)                       NAVD 88
 AH9194
 AH9194  VERT ORDER  -  FIRST     CLASS II
 AH9194
 AH9194.The horizontal coordinates were scaled from a topographic map and have
 AH9194.an estimated accuracy of +/- 6 seconds.
 AH9194
 AH9194.The orthometric height was determined by differential leveling
 AH9194.and adjusted by the National Geodetic Survey in March 2001..
 AH9194.No vertical observational check was made to the station.
 AH9194
 AH9194.The geoid height was determined by GEOID03.
 AH9194
 AH9194.The dynamic height is computed by dividing the NAVD 88
 AH9194.geopotential number by the normal gravity value computed on the
 AH9194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9194.degrees latitude (g = 980.6199 gals.).
 AH9194
 AH9194.The modeled gravity was interpolated from observed gravity values.
 AH9194
 AH9194;                    North         East    Units  Estimated Accuracy
 AH9194;SPC NJ       -    46,510.      138,850.      MT  (+/- 180 meters Scaled)
 AH9194
 AH9194                          SUPERSEDED SURVEY CONTROL
 AH9194
 AH9194.No superseded survey control is available for this station.
 AH9194
 AH9194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ319448(NAD 83)
 AH9194_MARKER: DD = SURVEY DISK
 AH9194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH9194_SP_SET: ELECTRIC TOWER BASE
 AH9194_STAMPING: 01411318 C 1997
 AH9194_MARK LOGO: USGS  
 AH9194_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9194+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2006
 AH9194
 AH9194  HISTORY     - Date     Condition        Report By
 AH9194  HISTORY     - 1997     MONUMENTED       NJGS
 AH9194  HISTORY     - 20000815 GOOD             NJGS
 AH9194  HISTORY     - 20030926 GOOD             USGS
 AH9194  HISTORY     - 20060127 GOOD             GEOCAC
 AH9194
 AH9194                          STATION DESCRIPTION
 AH9194
 AH9194'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH9194'THE STATION IS LOCATED IN UPPER TOWNSHIP, WEST OF AND ACROSS PECKS BAY
 AH9194'FROM THE CITY OF OCEAN CITY.  TO REACH THE STATION FROM THE
 AH9194'INTERSECTION OF THE GARDEN STATE PARKWAY AND ROOSEVELT BOULEVARD,
 AH9194'COUNTY ROAD 623 AT INTERCHANGE 25, GO SOUTHEAST ON ROOSEVELT BOULEVARD
 AH9194'FOR 0.8 MI (1.3 KM) TO THE TURN AROUND LEADING TO THE ALL SEASONS
 AH9194'MARINA ON THE RIGHT.  TURN RIGHT AND GO 0.15 MI (0.24 KM) TO THE
 AH9194'STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN A CONCRETE
 AH9194'FOUNDATION OF A GALVANIZED STEEL ELECTRIC POWER TRANSMISSION POLE. THE
 AH9194'STATION IS 1.8 M (5.9 FT) SOUTH FROM THE SOUTH CURB OF THE TURN AROUND
 AH9194'ROAD, 13.6 M (44.6 FT) WEST FROM THE CENTER OF THE GATE LEADING TO THE
 AH9194'CAPE MAY COUNTY BRIDGE DEPARTMENT, 13.3 M (43.6 FT) WEST SOUTHWEST
 AH9194'FROM A FIRE HYDRANT, 14.3 M (46.9 FT) WEST SOUTHWEST FROM UTILITY POLE
 AH9194'NUMBER W 27228 AND 7.3 M (24.0 FT) EAST SOUTHEAST FROM A CAST IRON
 AH9194'INLET ON THE SOUTH SIDE OF THE ROAD.  THE STATION IS A STANDARD U.S.
 AH9194'GEOLOGICAL SURVEY GAGING STATION DISK.
 AH9194
 AH9194                          STATION RECOVERY (2000)
 AH9194
 AH9194'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (ECB)
 AH9194'RECOVERED AS DESCRIBED.
 AH9194
 AH9194                          STATION RECOVERY (2003)
 AH9194
 AH9194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AH9194'RECOVERED IN GOOD CONDITION.
 AH9194
 AH9194                          STATION RECOVERY (2006)
 AH9194
 AH9194'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AH9194'HANDHELD COORDINATES ARE N39-15-12.72 W074-37-47.22.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9195 ***********************************************************************
 AH9195  DESIGNATION -  01411318 D
 AH9195  PID         -  AH9195
 AH9195  STATE/COUNTY-  NJ/CAPE MAY
 AH9195  USGS QUAD   -  MARMORA (1994)
 AH9195
 AH9195                         *CURRENT SURVEY CONTROL
 AH9195  ___________________________________________________________________
 AH9195* NAD 83(1986)-  39 15 11.     (N)    074 37 47.     (W)     SCALED    
 AH9195* NAVD 88     -         5.018  (meters)      16.46   (feet)  ADJUSTED  
 AH9195  ___________________________________________________________________
 AH9195  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 AH9195  DYNAMIC HT  -           5.015 (meters)      16.45  (feet)  COMP
 AH9195  MODELED GRAV-     980,093.8   (mgal)                       NAVD 88
 AH9195
 AH9195  VERT ORDER  -  FIRST     CLASS II
 AH9195
 AH9195.The horizontal coordinates were scaled from a topographic map and have
 AH9195.an estimated accuracy of +/- 6 seconds.
 AH9195
 AH9195.The orthometric height was determined by differential leveling
 AH9195.and adjusted by the National Geodetic Survey in March 2001..
 AH9195.No vertical observational check was made to the station.
 AH9195
 AH9195.The geoid height was determined by GEOID03.
 AH9195
 AH9195.The dynamic height is computed by dividing the NAVD 88
 AH9195.geopotential number by the normal gravity value computed on the
 AH9195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9195.degrees latitude (g = 980.6199 gals.).
 AH9195
 AH9195.The modeled gravity was interpolated from observed gravity values.
 AH9195
 AH9195;                    North         East    Units  Estimated Accuracy
 AH9195;SPC NJ       -    46,600.      138,800.      MT  (+/- 180 meters Scaled)
 AH9195
 AH9195                          SUPERSEDED SURVEY CONTROL
 AH9195
 AH9195.No superseded survey control is available for this station.
 AH9195
 AH9195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ319449(NAD 83)
 AH9195_MARKER: DD = SURVEY DISK
 AH9195_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH9195_SP_SET: BRIDGE ABUTMENT
 AH9195_STAMPING: 01411318 D 1997
 AH9195_MARK LOGO: USGS  
 AH9195_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9195+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2000
 AH9195
 AH9195  HISTORY     - Date     Condition        Report By
 AH9195  HISTORY     - 1997     MONUMENTED       NJGS
 AH9195  HISTORY     - 20000815 GOOD             NJGS
 AH9195  HISTORY     - 20030926 GOOD             USGS
 AH9195  HISTORY     - 20060127 MARK NOT FOUND   GEOCAC
 AH9195
 AH9195                          STATION DESCRIPTION
 AH9195
 AH9195'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH9195'THE STATION IS LOCATED IN UPPER TOWNSHIP, WEST OF AND ACROSS PECKS BAY
 AH9195'FROM THE CITY OF OCEAN CITY.  TO REACH THE STATION FROM THE
 AH9195'INTERSECTION OF THE GARDEN STATE PARKWAY AND ROOSEVELT BOULEVARD,
 AH9195'COUNTY ROAD 623 AT INTERCHANGE 25, GO SOUTHEAST ON ROOSEVELT BOULEVARD
 AH9195'FOR 0.8 MI (1.3 KM) TO THE TURN AROUND LEADING TO THE ALL SEASONS
 AH9195'MARINA ON THE RIGHT.  TURN RIGHT AND GO 0.1 MI (0.2 KM) TO THE STATION
 AH9195'ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE SOUTHWEST ABUTMENT OF
 AH9195'THE BRIDGE CARRYING ROOSEVELT BOULEVARD OVER PECKS BAY. THE STATION IS
 AH9195'14.9 M (48.9 FT) NORTHEAST FROM THE NORTHEAST CURB OF THE ACCESS TURN
 AH9195'AROUND ROAD, 0.4 M (1.3 FT) SOUTHWEST FROM THE SOUTHWEST GUTTERLINE OF
 AH9195'ROOSEVELT BOULEVARD, 4.0 M (13.1 FT) FROM THE FIRST OVERHEAD LIGHT
 AH9195'POLE ON THE SOUTHWEST SIDE OF THE BRIDGE, 4.8 M (15.7 FT) FROM THE
 AH9195'CENTERLINE OF ROOSEVELT BOULEVARD AND 0.25 M (0.82 FT) FROM THE FIRST
 AH9195'EXPANSION JOINT FROM THE SOUTHWEST END OF THE BRIDGE.
 AH9195
 AH9195                          STATION RECOVERY (2000)
 AH9195
 AH9195'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (ECB)
 AH9195'RECOVERED AS DESCRIBED.
 AH9195
 AH9195                          STATION RECOVERY (2003)
 AH9195
 AH9195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AH9195'RECOVERED IN GOOD CONDITION.
 AH9195
 AH9195                          STATION RECOVERY (2006)
 AH9195
 AH9195'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AH9195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9196 ***********************************************************************
 AH9196  DESIGNATION -  01411318 E
 AH9196  PID         -  AH9196
 AH9196  STATE/COUNTY-  NJ/CAPE MAY
 AH9196  USGS QUAD   -  MARMORA (1994)
 AH9196
 AH9196                         *CURRENT SURVEY CONTROL
 AH9196  ___________________________________________________________________
 AH9196* NAD 83(1986)-  39 15 11.     (N)    074 37 49.     (W)     SCALED    
 AH9196* NAVD 88     -         1.703  (meters)       5.59   (feet)  ADJUSTED  
 AH9196  ___________________________________________________________________
 AH9196  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 AH9196  DYNAMIC HT  -           1.703 (meters)       5.59  (feet)  COMP
 AH9196  MODELED GRAV-     980,093.8   (mgal)                       NAVD 88
 AH9196
 AH9196  VERT ORDER  -  FIRST     CLASS II
 AH9196
 AH9196.The horizontal coordinates were scaled from a topographic map and have
 AH9196.an estimated accuracy of +/- 6 seconds.
 AH9196
 AH9196.The orthometric height was determined by differential leveling
 AH9196.and adjusted by the National Geodetic Survey in March 2005..
 AH9196.No vertical observational check was made to the station.
 AH9196
 AH9196.The geoid height was determined by GEOID03.
 AH9196
 AH9196.The dynamic height is computed by dividing the NAVD 88
 AH9196.geopotential number by the normal gravity value computed on the
 AH9196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9196.degrees latitude (g = 980.6199 gals.).
 AH9196
 AH9196.The modeled gravity was interpolated from observed gravity values.
 AH9196
 AH9196;                    North         East    Units  Estimated Accuracy
 AH9196;SPC NJ       -    46,600.      138,760.      MT  (+/- 180 meters Scaled)
 AH9196
 AH9196                          SUPERSEDED SURVEY CONTROL
 AH9196
 AH9196  NAVD 88 (03/01/01)    1.713  (m)            5.62   (f) UNKNOWN     1 2
 AH9196
 AH9196.Superseded values are not recommended for survey control.
 AH9196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9196.See file dsdata.txt to determine how the superseded data were derived.
 AH9196
 AH9196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ319449(NAD 83)
 AH9196_MARKER: DD = SURVEY DISK
 AH9196_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH9196_SP_SET: JUNCTION BOX BASE
 AH9196_STAMPING: 01411318 E 1997
 AH9196_MARK LOGO: USGS  
 AH9196_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9196+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2000
 AH9196
 AH9196  HISTORY     - Date     Condition        Report By
 AH9196  HISTORY     - 1997     MONUMENTED       NJGS
 AH9196  HISTORY     - 20000815 GOOD             NJGS
 AH9196  HISTORY     - 20030926 GOOD             USGS
 AH9196  HISTORY     - 20060127 GOOD             GEOCAC
 AH9196
 AH9196                          STATION DESCRIPTION
 AH9196
 AH9196'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH9196'THE STATION IS LOCATED IN UPPER TOWNSHIP, WEST OF AND ACROSS PECKS BAY
 AH9196'FROM THE CITY OF OCEAN CITY.  TO REACH THE STATION FROM THE
 AH9196'INTERSECTION OF THE GARDEN STATE PARKWAY AND ROOSEVELT BOULEVARD,
 AH9196'COUNTY ROAD 623 AT INTERCHANGE 25, GO SOUTHEAST ON ROOSEVELT BOULEVARD
 AH9196'FOR 0.8 MI (1.3 KM) TO THE TURN AROUND LEADING TO THE ALL SEASONS
 AH9196'MARINA ON THE RIGHT.  TURN RIGHT AND GO 0.05 MI (0.08 KM) TO THE
 AH9196'STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE CONCRETE BASE OF
 AH9196'AN 1 M (3.3 FT) TALL CAST ALUMINUM ELECTRIC JUNCTION BOX. THE STATION
 AH9196'IS 14.1 M (46.3 FT) NORTHEAST FROM THE NORTHEAST CURB OF THE TURN
 AH9196'AROUND ROAD, 5.0 M (16.4 FT) SOUTHWEST FROM THE SOUTHWEST GUTTERLINE
 AH9196'OF ROOSEVELT BOULEVARD, 2.9 M (9.5 FT) SOUTH FROM UTILITY POLE NUMBER
 AH9196'ACE 8395, 11.4 M (37.4 FT) WEST NORTHWEST FROM A STEEL OVERHEAD LIGHT
 AH9196'POLE AND 19.5 M (64.0 FT) SOUTH SOUTHEAST FROM A STEEL OVERHEAD LIGHT
 AH9196'POLE.  THE STATION IS A STANDARD U.S.  GEOLOGICAL SURVEY GAGING
 AH9196'STATION DISK.
 AH9196
 AH9196                          STATION RECOVERY (2000)
 AH9196
 AH9196'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (ECB)
 AH9196'RECOVERED AS DESCRIBED.
 AH9196
 AH9196                          STATION RECOVERY (2003)
 AH9196
 AH9196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AH9196'RECOVERED IN GOOD CONDITION.
 AH9196
 AH9196                          STATION RECOVERY (2006)
 AH9196
 AH9196'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AH9196'HANDHELD COORDINATES ARE N39-15-16.38 W074-37-53.40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9360 ***********************************************************************
 AI9360  DESIGNATION -  01411330 A
 AI9360  PID         -  AI9360
 AI9360  STATE/COUNTY-  NJ/ATLANTIC
 AI9360  USGS QUAD   -  OCEAN CITY (1994)
 AI9360
 AI9360                         *CURRENT SURVEY CONTROL
 AI9360  ___________________________________________________________________
 AI9360* NAD 83(1986)-  39 20 14.     (N)    074 30 48.     (W)     SCALED    
 AI9360* NAVD 88     -         2.800  (meters)       9.19   (feet)  ADJUSTED  
 AI9360  ___________________________________________________________________
 AI9360  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 AI9360  DYNAMIC HT  -           2.799 (meters)       9.18  (feet)  COMP
 AI9360  MODELED GRAV-     980,106.1   (mgal)                       NAVD 88
 AI9360
 AI9360  VERT ORDER  -  FIRST     CLASS II
 AI9360
 AI9360.The horizontal coordinates were scaled from a topographic map and have
 AI9360.an estimated accuracy of +/- 6 seconds.
 AI9360
 AI9360.The orthometric height was determined by differential leveling
 AI9360.and adjusted by the National Geodetic Survey in March 2001..
 AI9360.No vertical observational check was made to the station.
 AI9360
 AI9360.The geoid height was determined by GEOID03.
 AI9360
 AI9360.The dynamic height is computed by dividing the NAVD 88
 AI9360.geopotential number by the normal gravity value computed on the
 AI9360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9360.degrees latitude (g = 980.6199 gals.).
 AI9360
 AI9360.The modeled gravity was interpolated from observed gravity values.
 AI9360
 AI9360;                    North         East    Units  Estimated Accuracy
 AI9360;SPC NJ       -    55,940.      148,850.      MT  (+/- 180 meters Scaled)
 AI9360
 AI9360                          SUPERSEDED SURVEY CONTROL
 AI9360
 AI9360.No superseded survey control is available for this station.
 AI9360
 AI9360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ419543(NAD 83)
 AI9360_MARKER: DD = SURVEY DISK
 AI9360_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI9360_SP_SET: BRIDGE ABUTMENT
 AI9360_STAMPING: 01411330 A 1997
 AI9360_MARK LOGO: USGS  
 AI9360_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9360+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2003
 AI9360
 AI9360  HISTORY     - Date     Condition        Report By
 AI9360  HISTORY     - 1997     MONUMENTED       NJGS
 AI9360  HISTORY     - 20000622 GOOD             NJGS
 AI9360  HISTORY     - 20030916 GOOD             USGS
 AI9360  HISTORY     - 20030917 GOOD             USGS
 AI9360
 AI9360                          STATION DESCRIPTION
 AI9360
 AI9360'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9360'THE STATION IS LOCATED IN THE CITY OF MARGATE.  TO REACH THE STATION
 AI9360'FROM THE INTERSECTION OF U.S.  HIGHWAY 9 AND TILTON ROAD, COUNTY ROAD
 AI9360'563 IN THE CITY OF NORTHFIELD, GO SOUTHEAST ON COUNTY ROAD 563 FOR
 AI9360'0.75 MI (1.21 KM) TO THE INTERSECTION WITH SHORE ROAD, COUNTY ROAD
 AI9360'585.  CONTINUE SOUTHEAST ON MARGATE NORTHFIELD BOULEVARD, COUNTY ROAD
 AI9360'563 FOR 2.85 MI (4.59 KM) TO THE TOLL BOOTHS AT THE EAST END OF THE
 AI9360'BRIDGE CARRYING COUNTY ROAD 563 OVER BEACH THOROFARE AND THE STATION
 AI9360'ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN THE SOUTHEAST BRIDGE
 AI9360'ABUTMENT.  THE STATION IS 8.4 M (27.6 FT) NORTHWEST FROM THE CONCRETE
 AI9360'NOSE OF THE BARRIER DIVIDING THE TWO EASTBOUND LANES AT THE TOLL
 AI9360'BOOTHS, 0.7 M (2.3 FT) SOUTHWEST FROM THE SOUTHWEST CURB OF COUNTY
 AI9360'ROAD 563, 5.3 M (17.4 FT) SOUTHWEST FROM THE NORTHEAST CORNER OF A
 AI9360'SMALL FRAME BUILDING USED FOR TOLL BOOTH EMPLOYEES, 5.4 M (17.7 FT)
 AI9360'NORTHEAST FROM THE SOUTHEAST CORNER OF THE SAME BUILDING, 0.4 M (1.3
 AI9360'FT) NORTH FROM A WOOD RAMP LEADING TO THE SAME BUILDING, 16.0 M (52.5
 AI9360'FT) SOUTHEAST FROM THE TIDE TELEMETRY UNIT AND 0.3 M (1.0 FT)
 AI9360'NORTHWEST FROM THE SOUTHEAST END OF THE ABUTMENT.  THE STATION IS A
 AI9360'STANDARD U.S.  GEOLOGICAL SURVEY GAGING STATION DISK.
 AI9360
 AI9360                          STATION RECOVERY (2000)
 AI9360
 AI9360'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AI9360'RECOVERED AS DESCRIBED.
 AI9360
 AI9360                          STATION RECOVERY (2003)
 AI9360
 AI9360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9360'RECOVERED IN GOOD CONDITION.
 AI9360
 AI9360                          STATION RECOVERY (2003)
 AI9360
 AI9360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9361 ***********************************************************************
 AI9361  DESIGNATION -  01411330 B
 AI9361  PID         -  AI9361
 AI9361  STATE/COUNTY-  NJ/ATLANTIC
 AI9361  USGS QUAD   -  OCEAN CITY (1994)
 AI9361
 AI9361                         *CURRENT SURVEY CONTROL
 AI9361  ___________________________________________________________________
 AI9361* NAD 83(1986)-  39 20 11.     (N)    074 30 45.     (W)     SCALED    
 AI9361* NAVD 88     -         1.286  (meters)       4.22   (feet)  ADJUSTED  
 AI9361  ___________________________________________________________________
 AI9361  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 AI9361  DYNAMIC HT  -           1.285 (meters)       4.22  (feet)  COMP
 AI9361  MODELED GRAV-     980,106.0   (mgal)                       NAVD 88
 AI9361
 AI9361  VERT ORDER  -  FIRST     CLASS II
 AI9361
 AI9361.The horizontal coordinates were scaled from a topographic map and have
 AI9361.an estimated accuracy of +/- 6 seconds.
 AI9361
 AI9361.The orthometric height was determined by differential leveling
 AI9361.and adjusted by the National Geodetic Survey in March 2001..
 AI9361.No vertical observational check was made to the station.
 AI9361
 AI9361.The geoid height was determined by GEOID03.
 AI9361
 AI9361.The dynamic height is computed by dividing the NAVD 88
 AI9361.geopotential number by the normal gravity value computed on the
 AI9361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9361.degrees latitude (g = 980.6199 gals.).
 AI9361
 AI9361.The modeled gravity was interpolated from observed gravity values.
 AI9361
 AI9361;                    North         East    Units  Estimated Accuracy
 AI9361;SPC NJ       -    55,840.      148,920.      MT  (+/- 180 meters Scaled)
 AI9361
 AI9361                          SUPERSEDED SURVEY CONTROL
 AI9361
 AI9361.No superseded survey control is available for this station.
 AI9361
 AI9361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ420542(NAD 83)
 AI9361_MARKER: DD = SURVEY DISK
 AI9361_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI9361_SP_SET: SLAB
 AI9361_STAMPING: 01411330 B 1997
 AI9361_MARK LOGO: USGS  
 AI9361_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9361+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2003
 AI9361
 AI9361  HISTORY     - Date     Condition        Report By
 AI9361  HISTORY     - 1997     MONUMENTED       NJGS
 AI9361  HISTORY     - 20000622 GOOD             NJGS
 AI9361  HISTORY     - 20030916 GOOD             USGS
 AI9361  HISTORY     - 20030917 GOOD             USGS
 AI9361
 AI9361                          STATION DESCRIPTION
 AI9361
 AI9361'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9361'THE STATION IS LOCATED IN THE CITY OF MARGATE.  TO REACH THE STATION
 AI9361'FROM THE INTERSECTION OF U.S.  HIGHWAY 9 AND TILTON ROAD, COUNTY ROAD
 AI9361'563 IN THE CITY OF NORTHFIELD, GO SOUTHEAST ON COUNTY ROAD 563 FOR
 AI9361'0.75 MI (1.21 KM) TO THE INTERSECTION WITH SHORE ROAD, COUNTY ROAD
 AI9361'585.  CONTINUE SOUTHEAST ON COUNTY ROAD 563 FOR 2.90 MI (4.67 KM) TO
 AI9361'THE TOLL BOOTHS AT THE EAST END OF THE BRIDGE CARRYING COUNTY ROAD 563
 AI9361'OVER BEACH THOROFARE.  PASS THROUGH THE TOLL BOOTHS AND CONTINUE
 AI9361'SOUTHEAST ON COUNTY ROAD 563 FOR 0.10 MI (0.16 KM) TO THE STATION ON
 AI9361'RIGHT, SET FLUSH IN A DRILL HOLE AT THE SOUTHEAST CORNER OF A CONCRETE
 AI9361'SLAB AT THE NORTH END OF THE PEKE-A-BOO MARINA PIER NUMBER 2.  THE
 AI9361'STATION IS 16.2 M (53.1 FT) SOUTHWEST FROM THE CENTERLINE OF COUNTY
 AI9361'ROAD 563, 10.6 M (34.8 FT) SOUTHWEST FROM WOOD UTILITY POLE NUMBER A
 AI9361'13367, 3.8 M (12.5 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF THE
 AI9361'CHAIN LINK FENCE SURROUNDING THE DOCK AND 4.1 M (13.5 FT) NORTHEAST
 AI9361'FROM THE BULKHEAD.  THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY
 AI9361'GAGING STATION DISK.
 AI9361
 AI9361                          STATION RECOVERY (2000)
 AI9361
 AI9361'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AI9361'RECOVERED AS DESCRIBED.
 AI9361
 AI9361                          STATION RECOVERY (2003)
 AI9361
 AI9361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9361'RECOVERED IN GOOD CONDITION.
 AI9361
 AI9361                          STATION RECOVERY (2003)
 AI9361
 AI9361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9362 ***********************************************************************
 AI9362  DESIGNATION -  01411330 C
 AI9362  PID         -  AI9362
 AI9362  STATE/COUNTY-  NJ/ATLANTIC
 AI9362  USGS QUAD   -  OCEAN CITY (1994)
 AI9362
 AI9362                         *CURRENT SURVEY CONTROL
 AI9362  ___________________________________________________________________
 AI9362* NAD 83(1986)-  39 20 07.     (N)    074 30 42.     (W)     SCALED    
 AI9362* NAVD 88     -         2.181  (meters)       7.16   (feet)  ADJUSTED  
 AI9362  ___________________________________________________________________
 AI9362  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 AI9362  DYNAMIC HT  -           2.180 (meters)       7.15  (feet)  COMP
 AI9362  MODELED GRAV-     980,105.8   (mgal)                       NAVD 88
 AI9362
 AI9362  VERT ORDER  -  FIRST     CLASS II
 AI9362
 AI9362.The horizontal coordinates were scaled from a topographic map and have
 AI9362.an estimated accuracy of +/- 6 seconds.
 AI9362
 AI9362.The orthometric height was determined by differential leveling
 AI9362.and adjusted by the National Geodetic Survey in March 2001..
 AI9362.No vertical observational check was made to the station.
 AI9362
 AI9362.The geoid height was determined by GEOID03.
 AI9362
 AI9362.The dynamic height is computed by dividing the NAVD 88
 AI9362.geopotential number by the normal gravity value computed on the
 AI9362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9362.degrees latitude (g = 980.6199 gals.).
 AI9362
 AI9362.The modeled gravity was interpolated from observed gravity values.
 AI9362
 AI9362;                    North         East    Units  Estimated Accuracy
 AI9362;SPC NJ       -    55,720.      148,990.      MT  (+/- 180 meters Scaled)
 AI9362
 AI9362                          SUPERSEDED SURVEY CONTROL
 AI9362
 AI9362.No superseded survey control is available for this station.
 AI9362
 AI9362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ420540(NAD 83)
 AI9362_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI9362_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI9362+WITH SETTING: PAVEMENT
 AI9362_SP_SET: TRAFFIC SIGNAL BASE
 AI9362_STAMPING: 01411330 C 1997
 AI9362_MARK LOGO: USGS  
 AI9362_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9362+STABILITY: SURFACE MOTION
 AI9362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9362+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2000
 AI9362
 AI9362  HISTORY     - Date     Condition        Report By
 AI9362  HISTORY     - 1997     MONUMENTED       NJGS
 AI9362  HISTORY     - 20000622 GOOD             NJGS
 AI9362  HISTORY     - 20030916 GOOD             USGS
 AI9362  HISTORY     - 20030917 GOOD             USGS
 AI9362
 AI9362                          STATION DESCRIPTION
 AI9362
 AI9362'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (JVS)
 AI9362'THE STATION IS LOCATED IN THE CITY OF MARGATE.  TO REACH THE STATION
 AI9362'FROM THE INTERSECTION OF U.S.  HIGHWAY 9 AND TILTON ROAD, COUNTY ROAD
 AI9362'563 IN THE CITY OF NORTHFIELD, GO SOUTHEAST ON COUNTY ROAD 563 FOR
 AI9362'0.75 MI (1.21 KM) TO THE INTERSECTION WITH SHORE ROAD, COUNTY ROAD
 AI9362'585.  CONTINUE SOUTHEAST ON MARGATE NORTHFIELD BOULEVARD, COUNTY ROAD
 AI9362'563 FOR 2.85 MI (4.59 KM) TO THE TOLL BOOTHS AT THE EAST END OF THE
 AI9362'BRIDGE CARRYING COUNTY ROAD 563 OVER BEACH THOROFARE.  PASS THROUGH
 AI9362'THE TOLL BOOTHS AND GO SOUTHEAST ON JEROME BOULEVARD, COUNTY ROAD 563
 AI9362'FOR 0.35 MI (0.56 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN A
 AI9362'DRILL HOLE IN A TRAFFIC SIGNAL BASE AT THE SOUTHWEST CORNER OF THE
 AI9362'INTERSECTION OF COUNTY ROAD 563 AND FULTON AVENUE.  THE STATION IS
 AI9362'12.3 M (40.4 FT) SOUTHWEST FROM THE CENTERLINE OF COUNTY ROAD 563,
 AI9362'10.6 M (34.8 FT) SOUTHEAST FROM THE CENTERLINE OF FULTON AVENUE, 0.3 M
 AI9362'(1.0 FT) SOUTHWEST FROM THE SOUTHWEST CURB OF COUNTY ROAD 563, 3.45 M
 AI9362'(11.32 FT) SOUTHEAST FROM A UTILITY POLE WITH NO NUMBER, 1.5 M (4.9
 AI9362'FT) SOUTHEAST FROM AN INLET ALONG COUNTY ROAD 563 AND 6.2 M (20.3 FT)
 AI9362'SOUTHEAST FROM A FIRE HYDRANT ON FULTON AVENUE.  THE STATION IS A
 AI9362'STANDARD U.S.  GEOLOGICAL SURVEY GAGING STATION DISK.
 AI9362
 AI9362                          STATION RECOVERY (2000)
 AI9362
 AI9362'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AI9362'RECOVERED AS DESCRIBED.
 AI9362
 AI9362                          STATION RECOVERY (2003)
 AI9362
 AI9362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9362'RECOVERED IN GOOD CONDITION.
 AI9362
 AI9362                          STATION RECOVERY (2003)
 AI9362
 AI9362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9363 ***********************************************************************
 AI9363  DESIGNATION -  01411330 D
 AI9363  PID         -  AI9363
 AI9363  STATE/COUNTY-  NJ/ATLANTIC
 AI9363  USGS QUAD   -  OCEAN CITY (1994)
 AI9363
 AI9363                         *CURRENT SURVEY CONTROL
 AI9363  ___________________________________________________________________
 AI9363* NAD 83(1986)-  39 20 08.     (N)    074 30 40.     (W)     SCALED    
 AI9363* NAVD 88     -         2.135  (meters)       7.00   (feet)  ADJUSTED  
 AI9363  ___________________________________________________________________
 AI9363  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 AI9363  DYNAMIC HT  -           2.134 (meters)       7.00  (feet)  COMP
 AI9363  MODELED GRAV-     980,105.8   (mgal)                       NAVD 88
 AI9363
 AI9363  VERT ORDER  -  FIRST     CLASS II
 AI9363
 AI9363.The horizontal coordinates were scaled from a topographic map and have
 AI9363.an estimated accuracy of +/- 6 seconds.
 AI9363
 AI9363.The orthometric height was determined by differential leveling
 AI9363.and adjusted by the National Geodetic Survey in March 2001..
 AI9363
 AI9363.The geoid height was determined by GEOID03.
 AI9363
 AI9363.The dynamic height is computed by dividing the NAVD 88
 AI9363.geopotential number by the normal gravity value computed on the
 AI9363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9363.degrees latitude (g = 980.6199 gals.).
 AI9363
 AI9363.The modeled gravity was interpolated from observed gravity values.
 AI9363
 AI9363;                    North         East    Units  Estimated Accuracy
 AI9363;SPC NJ       -    55,750.      149,040.      MT  (+/- 180 meters Scaled)
 AI9363
 AI9363                          SUPERSEDED SURVEY CONTROL
 AI9363
 AI9363.No superseded survey control is available for this station.
 AI9363
 AI9363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ421541(NAD 83)
 AI9363_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI9363_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI9363+WITH SETTING: PAVEMENT
 AI9363_SP_SET: TRAFFIC SIGNAL BASE
 AI9363_STAMPING: 01411330 D 1997
 AI9363_MARK LOGO: USGS  
 AI9363_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9363+STABILITY: SURFACE MOTION
 AI9363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9363+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2000
 AI9363
 AI9363  HISTORY     - Date     Condition        Report By
 AI9363  HISTORY     - 1997     MONUMENTED       NJGS
 AI9363  HISTORY     - 20000622 GOOD             NJGS
 AI9363  HISTORY     - 20030916 GOOD             USGS
 AI9363  HISTORY     - 20030917 GOOD             USGS
 AI9363
 AI9363                          STATION DESCRIPTION
 AI9363
 AI9363'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (CFL)
 AI9363'THE STATION IS LOCATED IN THE CITY OF MARGATE.  TO REACH THE STATION
 AI9363'FROM THE INTERSECTION OF U.S.  HIGHWAY 9 AND TILTON ROAD, COUNTY ROAD
 AI9363'563 IN THE CITY OF NORTHFIELD, GO SOUTHEAST ON COUNTY ROAD 563 FOR
 AI9363'0.75 MI (1.21 KM) TO THE INTERSECTION WITH SHORE ROAD, COUNTY ROAD
 AI9363'585.  CONTINUE AHEAD ON MARGATE NORTHFIELD BOULEVARD, COUNTY ROAD 563
 AI9363'FOR 2.85 MI (4.59 KM) TO THE TOLL BOOTHS AT THE EAST END OF THE BRIDGE
 AI9363'CARRYING COUNTY ROAD 563 OVER BEACH THOROFARE.  PASS THROUGH THE TOLL
 AI9363'BOOTHS AND GO SOUTHEAST ON JEROME BOULEVARD, COUNTY ROAD 563 FOR 0.35
 AI9363'MI (0.56 KM) TO THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN
 AI9363'A TRAFFIC SIGNAL BASE AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 AI9363'COUNTY ROAD 563 AND FULTON AVENUE.  THE STATION IS 12.4 M (40.7 FT)
 AI9363'NORTHEAST FROM THE CENTERLINE OF COUNTY ROAD 563, 10.6 M (34.8 FT)
 AI9363'NORTHWEST FROM THE CENTERLINE OF FULTON AVENUE, 5.9 M (19.4 FT)
 AI9363'NORTHWEST FROM THE SOUTHWEST CORNER OF A BRICK BUILDING FOR A JEWISH
 AI9363'COMMUNITY CENTER, 1.4 M (4.6 FT) NORTHEAST FROM WOOD UTILITY POLE
 AI9363'NUMBER BT 1059 MC AND 1.0 M (3.3 FT) NORTHEAST FROM THE NORTHEAST CURB
 AI9363'OF COUNTY ROAD 563.  THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY
 AI9363'GAGING STATION DISK.
 AI9363
 AI9363                          STATION RECOVERY (2000)
 AI9363
 AI9363'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AI9363'RECOVERED AS DESCRIBED.
 AI9363
 AI9363                          STATION RECOVERY (2003)
 AI9363
 AI9363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9363'RECOVERED IN GOOD CONDITION.
 AI9363
 AI9363                          STATION RECOVERY (2003)
 AI9363
 AI9363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9364 ***********************************************************************
 AI9364  DESIGNATION -  01411330 E
 AI9364  PID         -  AI9364
 AI9364  STATE/COUNTY-  NJ/ATLANTIC
 AI9364  USGS QUAD   -  OCEAN CITY (1994)
 AI9364
 AI9364                         *CURRENT SURVEY CONTROL
 AI9364  ___________________________________________________________________
 AI9364* NAD 83(1986)-  39 19 54.     (N)    074 30 27.     (W)     SCALED    
 AI9364* NAVD 88     -         1.926  (meters)       6.32   (feet)  ADJUSTED  
 AI9364  ___________________________________________________________________
 AI9364  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 AI9364  DYNAMIC HT  -           1.925 (meters)       6.32  (feet)  COMP
 AI9364  MODELED GRAV-     980,105.2   (mgal)                       NAVD 88
 AI9364
 AI9364  VERT ORDER  -  FIRST     CLASS II
 AI9364
 AI9364.The horizontal coordinates were scaled from a topographic map and have
 AI9364.an estimated accuracy of +/- 6 seconds.
 AI9364
 AI9364.The orthometric height was determined by differential leveling
 AI9364.and adjusted by the National Geodetic Survey in March 2005..
 AI9364
 AI9364.The geoid height was determined by GEOID03.
 AI9364
 AI9364.The dynamic height is computed by dividing the NAVD 88
 AI9364.geopotential number by the normal gravity value computed on the
 AI9364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9364.degrees latitude (g = 980.6199 gals.).
 AI9364
 AI9364.The modeled gravity was interpolated from observed gravity values.
 AI9364
 AI9364;                    North         East    Units  Estimated Accuracy
 AI9364;SPC NJ       -    55,320.      149,350.      MT  (+/- 180 meters Scaled)
 AI9364
 AI9364                          SUPERSEDED SURVEY CONTROL
 AI9364
 AI9364  NAVD 88 (03/01/01)    1.923  (m)            6.31   (f) UNKNOWN     2 1
 AI9364
 AI9364.Superseded values are not recommended for survey control.
 AI9364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9364.See file dsdata.txt to determine how the superseded data were derived.
 AI9364
 AI9364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ424536(NAD 83)
 AI9364_MARKER: F = FLANGE-ENCASED ROD
 AI9364_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI9364_STAMPING: 01411330 E 1997
 AI9364_MARK LOGO: NGS   
 AI9364_PROJECTION: RECESSED 5 CENTIMETERS
 AI9364_MAGNETIC: I = MARKER IS A STEEL ROD
 AI9364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9364+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2000
 AI9364_ROD/PIPE-DEPTH: 22.6 meters
 AI9364_SLEEVE-DEPTH  : 1.3 meters
 AI9364
 AI9364  HISTORY     - Date     Condition        Report By
 AI9364  HISTORY     - 1997     MONUMENTED       NJGS
 AI9364  HISTORY     - 20000622 GOOD             NJGS
 AI9364  HISTORY     - 20030916 GOOD             USGS
 AI9364  HISTORY     - 20030917 GOOD             USGS
 AI9364
 AI9364                          STATION DESCRIPTION
 AI9364
 AI9364'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (FAC)
 AI9364'THE STATION IS LOCATED IN THE CITY OF MARGATE.  TO REACH THE STATION
 AI9364'FROM THE INTERSECTION OF U.S.  HIGHWAY 9 AND TILTON ROAD, COUNTY ROAD
 AI9364'563 IN THE CITY OF NORTHFIELD, GO SOUTHEAST ON TILTON ROAD FOR 0.75 MI
 AI9364'(1.21 KM) TO THE INTERSECTION WITH SHORE ROAD, COUNTY ROAD 585.
 AI9364'CONTINUE SOUTHEAST ON MARGATE NORTHFIELD BOULEVARD, COUNTY ROAD 563
 AI9364'FOR 2.85 MI (4.59 KM) TO THE TOLL BOOTHS AT THE EAST END OF THE BRIDGE
 AI9364'CARRYING COUNTY ROAD 563 OVER BEACH THOROFARE.  PASS THROUGH THE TOLL
 AI9364'BOOTHS AND CONTINUE SOUTHEAST ON JEROME BOULEVARD, COUNTY ROAD 563 FOR
 AI9364'0.55 MI (0.89 KM) TO THE INTERSECTION WITH AMHERST AVENUE AND THE
 AI9364'STATION ON THE LEFT AT THE NORTHEAST CORNER OF THE INTERSECTION, SET
 AI9364'IN LINE WITH THREE FLAGPOLES IN A LANDSCAPED AREA FOR THE MARGATE CITY
 AI9364'SPORTS COMPLEX.  THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.
 AI9364'THE LOGO FLANGE WITH ACCESS COVER IS STAMPED 01411330 E 1997 AND IS
 AI9364'SET FLUSH THE GROUND.  THE STATION IS A NINE SIXTEENTHS INCH DIAMETER
 AI9364'STAINLESS STEEL ROD WITH GREASE FILLED SLEEVE, DRIVEN TO REFUSAL AT A
 AI9364'DEPTH OF 22.55 M (73.98 FT) AND IS RECESSED ABOUT 10 CM BELOW THE
 AI9364'GROUND.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS
 AI9364'A MARK.  STATION IS 10.9 M (35.8 FT) EAST FROM THE EAST CURB OF COUNTY
 AI9364'ROAD 563, 12.7 M (41.7 FT) NORTHWEST FROM THE NORTH CURB OF AMHERST
 AI9364'AVENUE, 12.3 M (40.4 FT) EAST FROM POLE NUMBER A 10642, 12.5 M (41.0
 AI9364'FT) NORTHEAST FROM A U.S.  POST OFFICE MAILBOX, 1.30 M (4.27 FT) EAST
 AI9364'NORTHEAST FROM THE CENTER POLE WITH AMERICAN FLAG ATTACHED AND 3.45 M
 AI9364'(11.32 FT) WEST NORTHWEST FROM AN END FLAGPOLE WITH THE CITY OF
 AI9364'MARGATE FLAG ATTACHED.
 AI9364
 AI9364                          STATION RECOVERY (2000)
 AI9364
 AI9364'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AI9364'RECOVERED AS DESCRIBED.
 AI9364
 AI9364                          STATION RECOVERY (2003)
 AI9364
 AI9364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9364'RECOVERED IN GOOD CONDITION.
 AI9364
 AI9364                          STATION RECOVERY (2003)
 AI9364
 AI9364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9365 ***********************************************************************
 AI9365  DESIGNATION -  01411350 A
 AI9365  PID         -  AI9365
 AI9365  STATE/COUNTY-  NJ/CAPE MAY
 AI9365  USGS QUAD   -  SEA ISLE CITY (1977)
 AI9365
 AI9365                         *CURRENT SURVEY CONTROL
 AI9365  ___________________________________________________________________
 AI9365* NAD 83(1986)-  39 09 26.     (N)    074 41 50.     (W)     SCALED    
 AI9365* NAVD 88     -         1.353  (meters)       4.44   (feet)  ADJUSTED  
 AI9365  ___________________________________________________________________
 AI9365  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 AI9365  DYNAMIC HT  -           1.352 (meters)       4.44  (feet)  COMP
 AI9365  MODELED GRAV-     980,075.7   (mgal)                       NAVD 88
 AI9365
 AI9365  VERT ORDER  -  FIRST     CLASS II
 AI9365
 AI9365.The horizontal coordinates were scaled from a topographic map and have
 AI9365.an estimated accuracy of +/- 6 seconds.
 AI9365
 AI9365.The orthometric height was determined by differential leveling
 AI9365.and adjusted by the National Geodetic Survey in March 2001..
 AI9365.No vertical observational check was made to the station.
 AI9365
 AI9365.The geoid height was determined by GEOID03.
 AI9365
 AI9365.The dynamic height is computed by dividing the NAVD 88
 AI9365.geopotential number by the normal gravity value computed on the
 AI9365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9365.degrees latitude (g = 980.6199 gals.).
 AI9365
 AI9365.The modeled gravity was interpolated from observed gravity values.
 AI9365
 AI9365;                    North         East    Units  Estimated Accuracy
 AI9365;SPC NJ       -    35,970.      132,960.      MT  (+/- 180 meters Scaled)
 AI9365
 AI9365                          SUPERSEDED SURVEY CONTROL
 AI9365
 AI9365.No superseded survey control is available for this station.
 AI9365
 AI9365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ261342(NAD 83)
 AI9365_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI9365_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI9365_SP_SET: SLAB
 AI9365_STAMPING: 01411350 A 1997
 AI9365_MARK LOGO: USGS  
 AI9365_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9365+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2006
 AI9365
 AI9365  HISTORY     - Date     Condition        Report By
 AI9365  HISTORY     - 1997     MONUMENTED       NJGS
 AI9365  HISTORY     - 20030912 GOOD             USGS
 AI9365  HISTORY     - 20060224 GOOD             GEOCAC
 AI9365
 AI9365                          STATION DESCRIPTION
 AI9365
 AI9365'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9365'THE STATION IS LOCATED IN SEA ISLE CITY ON THE GROUNDS OF THE SEA ISLE
 AI9365'CITY MARINA.  TO REACH THE STATION FROM THE INTERSECTION OF SEA ISLE
 AI9365'BOULEVARD, COUNTY ROAD 625 AND THE GARDEN STATE PARKWAY AT INTERCHANGE
 AI9365'17, GO SOUTHEAST ON SEA ISLE BOULEVARD FOR 2.25 MI (3.62 KM) TO THE
 AI9365'INTERSECTION WITH PARK ROAD.  TURN RIGHT AND GO SOUTHWEST ON PARK ROAD
 AI9365'FOR 0.05 MI (0.08 KM) TO THE INTERSECTION WITH 42ND PLACE.  TURN RIGHT
 AI9365'AND GO 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT, SET FLUSH IN A
 AI9365'DRILL HOLE IN A CONCRETE SLAB NEAR THE EAST CORNER OF THE ONE STORY
 AI9365'BUILDING FOR THE SEA ISLE CITY MARINA.  THE STATION IS 1.6 M (5.2 FT)
 AI9365'NORTHEAST FROM THE EAST CORNER OF THE MARINA BUILDING, 6.4 M (21.0 FT)
 AI9365'SOUTHWEST FROM THE CENTERLINE OF 42ND PLACE, 12.9 M (42.3 FT) SOUTH
 AI9365'SOUTHWEST AND ACROSS THE STREET FROM A FIRE HYDRANT, 1.3 M (4.3 FT)
 AI9365'SOUTHWEST FROM THE SOUTHWEST CURB OF 42ND PLACE AND 30.7 M (100.7 FT)
 AI9365'SOUTHEAST FROM THE NORTH CORNER OF THE MARINA BUILDING.  THE STATION
 AI9365'IS A STANDARD U.S.  GEOLOGICAL SURVEY GAGING STATION DISK.
 AI9365
 AI9365                          STATION RECOVERY (2003)
 AI9365
 AI9365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9365'RECOVERED IN GOOD CONDITION.
 AI9365
 AI9365                          STATION RECOVERY (2006)
 AI9365
 AI9365'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AI9365'HANDHELD COORDINATES ARE N39-09-28.86 W074-41-51.48.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9366 ***********************************************************************
 AI9366  DESIGNATION -  01411350 B
 AI9366  PID         -  AI9366
 AI9366  STATE/COUNTY-  NJ/CAPE MAY
 AI9366  USGS QUAD   -  SEA ISLE CITY (1977)
 AI9366
 AI9366                         *CURRENT SURVEY CONTROL
 AI9366  ___________________________________________________________________
 AI9366* NAD 83(1986)-  39 09 28.     (N)    074 41 47.     (W)     SCALED    
 AI9366* NAVD 88     -         4.752  (meters)      15.59   (feet)  ADJUSTED  
 AI9366  ___________________________________________________________________
 AI9366  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 AI9366  DYNAMIC HT  -           4.749 (meters)      15.58  (feet)  COMP
 AI9366  MODELED GRAV-     980,075.8   (mgal)                       NAVD 88
 AI9366
 AI9366  VERT ORDER  -  FIRST     CLASS II
 AI9366
 AI9366.The horizontal coordinates were scaled from a topographic map and have
 AI9366.an estimated accuracy of +/- 6 seconds.
 AI9366
 AI9366.The orthometric height was determined by differential leveling
 AI9366.and adjusted by the National Geodetic Survey in March 2001..
 AI9366.No vertical observational check was made to the station.
 AI9366
 AI9366.The geoid height was determined by GEOID03.
 AI9366
 AI9366.The dynamic height is computed by dividing the NAVD 88
 AI9366.geopotential number by the normal gravity value computed on the
 AI9366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9366.degrees latitude (g = 980.6199 gals.).
 AI9366
 AI9366.The modeled gravity was interpolated from observed gravity values.
 AI9366
 AI9366;                    North         East    Units  Estimated Accuracy
 AI9366;SPC NJ       -    36,030.      133,030.      MT  (+/- 180 meters Scaled)
 AI9366
 AI9366                          SUPERSEDED SURVEY CONTROL
 AI9366
 AI9366.No superseded survey control is available for this station.
 AI9366
 AI9366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ262343(NAD 83)
 AI9366_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI9366_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI9366_SP_SET: SIDEWALK
 AI9366_STAMPING: 01411350 B 1997
 AI9366_MARK LOGO: USGS  
 AI9366_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9366+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI9366
 AI9366  HISTORY     - Date     Condition        Report By
 AI9366  HISTORY     - 1997     MONUMENTED       NJGS
 AI9366  HISTORY     - 20030912 GOOD             USGS
 AI9366  HISTORY     - 20060224 GOOD             GEOCAC
 AI9366
 AI9366                          STATION DESCRIPTION
 AI9366
 AI9366'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9366'THE STATION IS LOCATED IN SEA ISLE CITY AT THE SOUTH END OF THE BRIDGE
 AI9366'CARRYING SEA ISLE BOULEVARD, COUNTY ROAD 625 OVER LUDLAMS THOROFARE.
 AI9366'TO REACH THE STATION FROM THE INTERSECTION OF SEA ISLE BOULEVARD,
 AI9366'COUNTY ROAD 625 AND THE GARDEN STATE PARKWAY AT INTERCHANGE 17, GO
 AI9366'SOUTHEAST ON SEA ISLE BOULEVARD FOR 2.25 MI (3.62 KM) TO THE
 AI9366'INTERSECTION WITH PARK ROAD.  TURN RIGHT AND GO SOUTHWEST ON PARK ROAD
 AI9366'FOR 0.05 MI (0.08 KM) TO THE INTERSECTION WITH 42ND PLACE.  TURN RIGHT
 AI9366'AND GO 0.2 MI (0.3 KM) TO THE INTERSECTION WITH KNEASS STREET ON THE
 AI9366'RIGHT.  TURN RIGHT AND GO 0.05 MI (0.08 KM) TO THE INTERSECTION WITH
 AI9366'THE EASTBOUND LANES OF JOSEPH A.  LAROSSA WAY. TURN RIGHT AND GO 0.05
 AI9366'MI (0.08 KM) TO THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN
 AI9366'TOP OF THE SOUTHEAST ABUTMENT.  THE STATION IS 0.3 M (1.0 FT)
 AI9366'SOUTHEAST FROM THE MOST SOUTHEAST EXPANSION JOINT OF THE BRIDGE, 3.4 M
 AI9366'(11.2 FT) NORTHWEST FROM THE SOUTHEAST END OF THE BRIDGE, 4.8 M (15.7
 AI9366'FT) SOUTHWEST FROM THE CENTERLINE OF SEA ISLE BOULEVARD, 0.2 M (0.7
 AI9366'FT) NORTHEAST FROM THE SOUTHWEST PARAPET WALL OF THE BRIDGE, 0.3 M
 AI9366'(1.0 FT) ABOVE THE LEVEL OF THE ROADWAY AND ABOUT 3 M (9.8 FT) ABOVE
 AI9366'THE LEVEL OF THE EASTBOUND LANES OF JOSEPH A.  LAROSSA WAY.  THE
 AI9366'STATION IS A STANDARD U.S.  GEOLOGICAL SURVEY GAGING STATION DISK.
 AI9366
 AI9366                          STATION RECOVERY (2003)
 AI9366
 AI9366'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9366'RECOVERED IN GOOD CONDITION.
 AI9366
 AI9366                          STATION RECOVERY (2006)
 AI9366
 AI9366'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AI9366'HANDHELD COORDINATES ARE N39-09-29.34 W074-41-48.00.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9367 ***********************************************************************
 AI9367  CBN         -  This is a Cooperative Base Network Control Station.
 AI9367  DESIGNATION -  01411350 C
 AI9367  PID         -  AI9367
 AI9367  STATE/COUNTY-  NJ/CAPE MAY
 AI9367  USGS QUAD   -  SEA ISLE CITY (1977)
 AI9367
 AI9367                         *CURRENT SURVEY CONTROL
 AI9367  ___________________________________________________________________
 AI9367* NAD 83(1996)-  39 09 29.88866(N)    074 41 51.27291(W)     ADJUSTED  
 AI9367* NAVD 88     -         1.196  (meters)       3.92   (feet)  ADJUSTED  
 AI9367  ___________________________________________________________________
 AI9367  X           -   1,306,960.145 (meters)                     COMP
 AI9367  Y           -  -4,776,647.612 (meters)                     COMP
 AI9367  Z           -   4,005,938.158 (meters)                     COMP
 AI9367  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 AI9367  ELLIP HEIGHT-         -33.78  (meters)          (09/24/01) GPS OBS
 AI9367  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 AI9367  DYNAMIC HT  -           1.195 (meters)       3.92  (feet)  COMP
 AI9367  MODELED GRAV-     980,075.7   (mgal)                       NAVD 88
 AI9367
 AI9367  HORZ ORDER  -  A
 AI9367  VERT ORDER  -  FIRST     CLASS II
 AI9367  ELLP ORDER  -  FOURTH    CLASS I
 AI9367
 AI9367.The horizontal coordinates were established by GPS observations
 AI9367.and adjusted by the National Geodetic Survey in September 2001..
 AI9367
 AI9367.The orthometric height was determined by differential leveling
 AI9367.and adjusted by the National Geodetic Survey in March 2001..
 AI9367.No vertical observational check was made to the station.
 AI9367
 AI9367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9367
 AI9367.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9367
 AI9367.The ellipsoidal height was determined by GPS observations
 AI9367.and is referenced to NAD 83.
 AI9367
 AI9367.The geoid height was determined by GEOID03.
 AI9367
 AI9367.The dynamic height is computed by dividing the NAVD 88
 AI9367.geopotential number by the normal gravity value computed on the
 AI9367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9367.degrees latitude (g = 980.6199 gals.).
 AI9367
 AI9367.The modeled gravity was interpolated from observed gravity values.
 AI9367
 AI9367;                    North         East     Units Scale Factor Converg.
 AI9367;SPC NJ       -    36,091.555   132,924.622   MT  0.99990359   -0 07 29.1
 AI9367;SPC NJ       -   118,410.38    436,103.53   sFT  0.99990359   -0 07 29.1
 AI9367;UTM  18      - 4,334,387.355   526,129.013   MT  0.99960841   +0 11 27.5
 AI9367
 AI9367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9367!SPC NJ       -   1.00000530  x   0.99990359  =   0.99990889
 AI9367!UTM  18      -   1.00000530  x   0.99960841  =   0.99961371
 AI9367
 AI9367                          SUPERSEDED SURVEY CONTROL
 AI9367
 AI9367  NAVD 88 (09/24/01)    1.20   (m)            3.9    (f) LEVELING    3  
 AI9367
 AI9367.Superseded values are not recommended for survey control.
 AI9367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9367.See file dsdata.txt to determine how the superseded data were derived.
 AI9367
 AI9367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2612934387(NAD 83)
 AI9367_MARKER: DD = SURVEY DISK
 AI9367_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI9367_STAMPING: 01411350 C 1997
 AI9367_MARK LOGO: NGS   
 AI9367_PROJECTION: RECESSED 10 CENTIMETERS
 AI9367_MAGNETIC: I = MARKER IS A STEEL ROD
 AI9367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9367+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2000
 AI9367_ROD/PIPE-DEPTH: 13.4 meters
 AI9367_SLEEVE-DEPTH  :  0.9 meters
 AI9367
 AI9367  HISTORY     - Date     Condition        Report By
 AI9367  HISTORY     - 1997     MONUMENTED       NJGS
 AI9367  HISTORY     - 20001003 GOOD             NJGS
 AI9367  HISTORY     - 20030912 GOOD             USGS
 AI9367  HISTORY     - 20060224 GOOD             GEOCAC
 AI9367
 AI9367                          STATION DESCRIPTION
 AI9367
 AI9367'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9367'THE STATION IS LOCATED IN SEA ISLE CITY ON MUNICIPAL PROPERTY.  TO
 AI9367'REACH THE STATION FROM THE INTERSECTION OF SEA ISLE BOULEVARD, COUNTY
 AI9367'ROAD 625 AND THE GARDEN STATE PARKWAY AT INTERCHANGE 17, GO SOUTHEAST
 AI9367'ON SEA ISLE BOULEVARD FOR 2.25 MI (3.62 KM) TO THE INTERSECTION WITH
 AI9367'PARK ROAD.  TURN RIGHT AND GO SOUTHWEST ON PARK ROAD FOR 0.05 MI (0.08
 AI9367'KM) TO THE INTERSECTION WITH 42ND PLACE.  TURN RIGHT AND GO 0.2 MI
 AI9367'(0.3 KM) TO THE STATION ON THE RIGHT, SET FLUSH WITH THE GROUND WITHIN
 AI9367'A PICNIC AREA ADJACENT TO A ONE STORY GRAY PAINTED FRAME BUILDING FOR
 AI9367'A PUBLIC RESTROOM, IN FRONT OF AND ACROSS THE STREET FROM THE SEA ISLE
 AI9367'CITY MARINA.  THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.
 AI9367'THE LOGO FLANGE WITH ACCESS COVER IS STAMPED 01411350 C 1997 AND IS
 AI9367'SET FLUSH WITH THE GROUND.  THE STATION IS A NINE SIXTEENTHS INCH
 AI9367'DIAMETER STAINLESS STEEL ROD WITH GREASE FILLED SLEEVE DRIVEN TO
 AI9367'REFUSAL TO A DEPTH OF 13.41 M (44.00 FT) AND IS RECESSED ABOUT 10 CM
 AI9367'BELOW THE GROUND.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AI9367'FOR A CLASS MARK.  STATION IS 15.8 M (51.8 FT) SOUTHWEST FROM THE
 AI9367'CENTERLINE OF THE EASTBOUND LANE OF JOSEPH A.  LAROSSA WAY, 20.0 M
 AI9367'(65.6 FT) NORTHWEST FROM THE CENTERLINE OF KNEASS STREET, 21.4 M (70.2
 AI9367'FT) NORTHEAST FROM A FIRE HYDRANT ON THE NORTHEAST SIDE OF 42ND PLACE,
 AI9367'3.9 M (12.8 FT) EAST FROM THE EAST CORNER OF THE PUBLIC RESTROOM
 AI9367'BUILDING, 12.7 M (41.7 FT) NORTH FROM A CAST IRON WELLHEAD LOCATED
 AI9367'WITHIN A PICNIC AREA AND 31.4 M (103.0 FT) NORTHEAST FROM STATION
 AI9367'01411350 A 1997, LOCATED AT THE NORTHEAST CORNER OF THE SEA ISLE CITY
 AI9367'MARINA BUILDING.
 AI9367
 AI9367                          STATION RECOVERY (2000)
 AI9367
 AI9367'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AI9367'THE STATION IS LOCATED IN SEA ISLE CITY, ON THE GROUNDS OF A
 AI9367'MUNICIPAL PARK/REST ROOM FACILITY BOUNDED BY 42ND PLACE TO THE
 AI9367'SOUTHWEST, KNEASS STREET TO THE SOUTHEAST AND JOSEPH A.
 AI9367'LAROSSA WAY TO THE NORTHEAST.
 AI9367' 
 AI9367'TO REACH THE STATION FROM EXIT 17 OF THE GARDEN STATE PARKWAY,
 AI9367'GO 2.25 MI SOUTHEAST ON SEA ISLE BOULEVARD (COUNTY ROUTE 625) TO
 AI9367'THE JUNCTION WITH PARK ROAD ON THE RIGHT, TURN RIGHT AND GO 0.05
 AI9367'MI SOUTHEAST ON PARK ROAD TO THE JUNCTION WITH 42ND PLACE, TURN
 AI9367'RIGHT AND GO 0.2 MI NORTHWEST TO THE REST ROOM FACILITY AND
 AI9367'STATION ON THE RIGHT.
 AI9367' 
 AI9367'THE STATION IS 15.8 M SOUTHWEST OF THE CENTERLINE OF JOSEPH A.
 AI9367'LAROSSA WAY, 20.0 M NORTHWEST OF KNEASS STREET, 21.4 M NORTHEAST
 AI9367'OF A FIRE HYDRANT, 1.3 M EAST OF A METAL WITNESS SIGN AT THE EAST
 AI9367'CORNER OF THE WOODEN DECK AROUND THE REST ROOM, 1.4 M EAST OF
 AI9367'THE EAST CORNER OF THE DECK.
 AI9367' 
 AI9367'THIS STATION IS ALSO PART OF THE USGS TIDE TELEMETRY STATION
 AI9367'01411350.
 AI9367' 
 AI9367'
 AI9367
 AI9367                          STATION RECOVERY (2003)
 AI9367
 AI9367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9367'RECOVERED IN GOOD CONDITION.
 AI9367
 AI9367                          STATION RECOVERY (2006)
 AI9367
 AI9367'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AI9367'HANDHELD COORDINATES ARE N39-09-29.94 W074-41-51.30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9372 ***********************************************************************
 AI9372  DESIGNATION -  01411355 A
 AI9372  PID         -  AI9372
 AI9372  STATE/COUNTY-  NJ/CAPE MAY
 AI9372  USGS QUAD   -  AVALON (1994)
 AI9372
 AI9372                         *CURRENT SURVEY CONTROL
 AI9372  ___________________________________________________________________
 AI9372* NAD 83(1986)-  39 06 37.     (N)    074 44 03.     (W)     SCALED    
 AI9372* NAVD 88     -         1.457  (meters)       4.78   (feet)  ADJUSTED  
 AI9372  ___________________________________________________________________
 AI9372  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 AI9372  DYNAMIC HT  -           1.456 (meters)       4.78  (feet)  COMP
 AI9372  MODELED GRAV-     980,067.9   (mgal)                       NAVD 88
 AI9372
 AI9372  VERT ORDER  -  FIRST     CLASS II
 AI9372
 AI9372.The horizontal coordinates were scaled from a topographic map and have
 AI9372.an estimated accuracy of +/- 6 seconds.
 AI9372
 AI9372.The orthometric height was determined by differential leveling
 AI9372.and adjusted by the National Geodetic Survey in March 2001..
 AI9372.No vertical observational check was made to the station.
 AI9372
 AI9372.The geoid height was determined by GEOID03.
 AI9372
 AI9372.The dynamic height is computed by dividing the NAVD 88
 AI9372.geopotential number by the normal gravity value computed on the
 AI9372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9372.degrees latitude (g = 980.6199 gals.).
 AI9372
 AI9372.The modeled gravity was interpolated from observed gravity values.
 AI9372
 AI9372;                    North         East    Units  Estimated Accuracy
 AI9372;SPC NJ       -    30,770.      129,750.      MT  (+/- 180 meters Scaled)
 AI9372
 AI9372                          SUPERSEDED SURVEY CONTROL
 AI9372
 AI9372.No superseded survey control is available for this station.
 AI9372
 AI9372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ229290(NAD 83)
 AI9372_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI9372_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI9372+WITH SETTING: PAVEMENT
 AI9372_SP_SET: BOAT CRANE BASE
 AI9372_STAMPING: 01411355 A 1997
 AI9372_MARK LOGO: USGS  
 AI9372_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9372+STABILITY: SURFACE MOTION
 AI9372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9372+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI9372
 AI9372  HISTORY     - Date     Condition        Report By
 AI9372  HISTORY     - 1997     MONUMENTED       NJGS
 AI9372  HISTORY     - 20020726 GOOD             USGS
 AI9372  HISTORY     - 20030826 GOOD             USGS
 AI9372
 AI9372                          STATION DESCRIPTION
 AI9372
 AI9372'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9372'THE STATION IS LOCATED IN MIDDLE TOWNSHIP ON THE GROUNDS OF THE AVALON
 AI9372'POINTE MARINA, NEAR THE OLD AVALON BRIDGE FISHING PIER AT INGRAM
 AI9372'THOROFARE.  TO REACH THE STATION FROM THE INTERSECTION OF THE GARDEN
 AI9372'STATE PARKWAY AND AVALON BOULEVARD, COUNTY ROAD 601 AT INTERCHANGE 13,
 AI9372'GO EAST ON AVALON BOULEVARD FOR 1.5 MI (2.4 KM) TO THE INTERSECTION
 AI9372'WITH LEONARDS LANE.  TURN LEFT AND GO NORTH ON LEONARDS LANE FOR 100 M
 AI9372'(328.1 FT) TO THE TEE INTERSECTION WITH OLD AVALON BOULEVARD.  TURN
 AI9372'RIGHT AND GO EAST ON OLD AVALON BOULEVARD FOR 0.8 MI (1.3 KM) TO THE
 AI9372'OLD AVALON BRIDGE FISHING PIER AND THE STATION ON THE RIGHT, SET FLUSH
 AI9372'IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF AN OVERHEAD BOAT CRANE.
 AI9372'THE STATION IS 22.7 M (74.5 FT) SOUTHWEST FROM THE CENTERLINE OF OLD
 AI9372'AVALON BOULEVARD, 8.6 M (28.2 FT) NORTHWEST FROM THE WOODEN BULKHEAD,
 AI9372'22.5 M (73.8 FT) EAST SOUTHEAST FROM THE SOUTH CORNER OF THE SHIPS
 AI9372'STORE, 23.2 M (76.1 FT) SOUTHEAST FROM THE EAST CORNER OF THE SHIPS
 AI9372'STORE, 18.8 M (61.7 FT) WEST SOUTHWEST FROM UTILITY POLE NUMBER W
 AI9372'9422, 26.2 M (86.0 FT) WEST SOUTHWEST FROM A USGS TIDE TELEMETRY UNIT
 AI9372'AND 0.5 M (1.6 FT) NORTHEAST FROM THE SOUTHWEST EDGE OF THE CONCRETE
 AI9372'FOUNDATION.  THE STATION IS A STANDARD U.S.  GEOLOGICAL SURVEY GAGING
 AI9372'STATION DISK.
 AI9372
 AI9372                          STATION RECOVERY (2002)
 AI9372
 AI9372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 AI9372'RECOVERED IN GOOD CONDITION.
 AI9372
 AI9372                          STATION RECOVERY (2003)
 AI9372
 AI9372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9373 ***********************************************************************
 AI9373  DESIGNATION -  01411355 B
 AI9373  PID         -  AI9373
 AI9373  STATE/COUNTY-  NJ/CAPE MAY
 AI9373  USGS QUAD   -  AVALON (1994)
 AI9373
 AI9373                         *CURRENT SURVEY CONTROL
 AI9373  ___________________________________________________________________
 AI9373* NAD 83(1986)-  39 06 36.     (N)    074 44 03.     (W)     SCALED    
 AI9373* NAVD 88     -         1.203  (meters)       3.95   (feet)  ADJUSTED  
 AI9373  ___________________________________________________________________
 AI9373  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 AI9373  DYNAMIC HT  -           1.202 (meters)       3.94  (feet)  COMP
 AI9373  MODELED GRAV-     980,067.8   (mgal)                       NAVD 88
 AI9373
 AI9373  VERT ORDER  -  FIRST     CLASS II
 AI9373
 AI9373.The horizontal coordinates were scaled from a topographic map and have
 AI9373.an estimated accuracy of +/- 6 seconds.
 AI9373
 AI9373.The orthometric height was determined by differential leveling
 AI9373.and adjusted by the National Geodetic Survey in March 2001..
 AI9373.No vertical observational check was made to the station.
 AI9373
 AI9373.The geoid height was determined by GEOID03.
 AI9373
 AI9373.The dynamic height is computed by dividing the NAVD 88
 AI9373.geopotential number by the normal gravity value computed on the
 AI9373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9373.degrees latitude (g = 980.6199 gals.).
 AI9373
 AI9373.The modeled gravity was interpolated from observed gravity values.
 AI9373
 AI9373;                    North         East    Units  Estimated Accuracy
 AI9373;SPC NJ       -    30,740.      129,750.      MT  (+/- 180 meters Scaled)
 AI9373
 AI9373                          SUPERSEDED SURVEY CONTROL
 AI9373
 AI9373.No superseded survey control is available for this station.
 AI9373
 AI9373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ229290(NAD 83)
 AI9373_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI9373_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI9373+WITH SETTING: PAVEMENT
 AI9373_SP_SET: SIGN BASE
 AI9373_STAMPING: 01411355 B 1997
 AI9373_MARK LOGO: USGS  
 AI9373_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9373+STABILITY: SURFACE MOTION
 AI9373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9373+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI9373
 AI9373  HISTORY     - Date     Condition        Report By
 AI9373  HISTORY     - 1997     MONUMENTED       NJGS
 AI9373  HISTORY     - 20020726 GOOD             USGS
 AI9373  HISTORY     - 20030826 GOOD             USGS
 AI9373
 AI9373                          STATION DESCRIPTION
 AI9373
 AI9373'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9373'THE STATION IS LOCATED IN MIDDLE TOWNSHIP ON THE GROUNDS OF THE AVALON
 AI9373'POINTE MARINA, NEAR THE OLD AVALON BRIDGE FISHING PIER AT INGRAM
 AI9373'THOROFARE.  TO REACH THE STATION FROM THE INTERSECTION OF THE GARDEN
 AI9373'STATE PARKWAY AND AVALON BOULEVARD, COUNTY ROAD 601 AT INTERCHANGE 13,
 AI9373'GO EAST ON AVALON BOULEVARD FOR 1.5 MI (2.4 KM) TO THE INTERSECTION
 AI9373'WITH LEONARDS LANE.  TURN LEFT AND GO NORTH ON LEONARDS LANE FOR 100 M
 AI9373'(328.1 FT) TO THE TEE INTERSECTION WITH OLD AVALON BOULEVARD.  TURN
 AI9373'RIGHT AND GO EAST ON OLD AVALON BOULEVARD FOR 0.8 MI (1.3 KM) TO THE
 AI9373'INTERSECTION WITH CHANNEL ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.05
 AI9373'MI (0.08 KM) TO THE STATION ON THE LEFT SET FLUSH IN A DRILL HOLE IN
 AI9373'THE CONCRETE BASE OF A MOBIL GASOLINE SIGN AT THE EDGE OF WATER.  THE
 AI9373'STATION IS 2.5 M (8.2 FT) NORTHWEST FROM THE WOODEN BULKHEAD, 37.2 M
 AI9373'(122.0 FT) SOUTHEAST FROM THE CENTERLINE OF CHANNEL ROAD, 21.1 M (69.2
 AI9373'FT) EAST NORTHEAST FROM THE EAST CORNER OF THE AVALON POINTE MARINA
 AI9373'SALES OFFICE, 4.2 M (13.8 FT) NORTHEAST FROM THE CENTERLINE EXTENDED
 AI9373'OF A WOODEN DOCK AND 29.7 M (97.4 FT) SOUTHEAST FROM U.S.  GEOLOGICAL
 AI9373'SURVEY GAGING STATION 01411355 D 1997.  THE STATION IS A STANDARD U.S.
 AI9373'GEOLOGICAL SURVEY GAGING STATION DISK.
 AI9373
 AI9373                          STATION RECOVERY (2002)
 AI9373
 AI9373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 AI9373'RECOVERED IN GOOD CONDITION.
 AI9373
 AI9373                          STATION RECOVERY (2003)
 AI9373
 AI9373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9374 ***********************************************************************
 AI9374  DESIGNATION -  01411355 C
 AI9374  PID         -  AI9374
 AI9374  STATE/COUNTY-  NJ/CAPE MAY
 AI9374  USGS QUAD   -  AVALON (1994)
 AI9374
 AI9374                         *CURRENT SURVEY CONTROL
 AI9374  ___________________________________________________________________
 AI9374* NAD 83(1986)-  39 06 37.     (N)    074 44 07.     (W)     SCALED    
 AI9374* NAVD 88     -         1.677  (meters)       5.50   (feet)  ADJUSTED  
 AI9374  ___________________________________________________________________
 AI9374  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 AI9374  DYNAMIC HT  -           1.676 (meters)       5.50  (feet)  COMP
 AI9374  MODELED GRAV-     980,067.9   (mgal)                       NAVD 88
 AI9374
 AI9374  VERT ORDER  -  FIRST     CLASS II
 AI9374
 AI9374.The horizontal coordinates were scaled from a topographic map and have
 AI9374.an estimated accuracy of +/- 6 seconds.
 AI9374
 AI9374.The orthometric height was determined by differential leveling
 AI9374.and adjusted by the National Geodetic Survey in March 2001..
 AI9374.No vertical observational check was made to the station.
 AI9374
 AI9374.The geoid height was determined by GEOID03.
 AI9374
 AI9374.The dynamic height is computed by dividing the NAVD 88
 AI9374.geopotential number by the normal gravity value computed on the
 AI9374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9374.degrees latitude (g = 980.6199 gals.).
 AI9374
 AI9374.The modeled gravity was interpolated from observed gravity values.
 AI9374
 AI9374;                    North         East    Units  Estimated Accuracy
 AI9374;SPC NJ       -    30,770.      129,650.      MT  (+/- 180 meters Scaled)
 AI9374
 AI9374                          SUPERSEDED SURVEY CONTROL
 AI9374
 AI9374.No superseded survey control is available for this station.
 AI9374
 AI9374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ228290(NAD 83)
 AI9374_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI9374_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI9374_SP_SET: GARAGE DOOR SILL
 AI9374_STAMPING: 01411355 C 1997
 AI9374_MARK LOGO: USGS  
 AI9374_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9374+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 AI9374
 AI9374  HISTORY     - Date     Condition        Report By
 AI9374  HISTORY     - 1997     MONUMENTED       NJGS
 AI9374  HISTORY     - 20020726 GOOD             USGS
 AI9374  HISTORY     - 20030826 GOOD             USGS
 AI9374
 AI9374                          STATION DESCRIPTION
 AI9374
 AI9374'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9374'THE STATION IS LOCATED IN MIDDLE TOWNSHIP ON THE GROUNDS OF THE
 AI9374'AVALONE POINTE MARINA, NEAR THE OLD AVALON BRIDGE FISHING PIER AT
 AI9374'INGRAM THOROFARE.  TO REACH THE STATION FROM THE INTERSECTION OF THE
 AI9374'GARDEN STATE PARKWAY AND AVALON BOULEVARD, COUNTY ROAD 601 AT
 AI9374'INTERCHANGE 13, GO EAST ON AVALON BOULEVARD FOR 1.5 MI (2.4 KM) TO THE
 AI9374'INTERSECTION WITH LEONARDS LANE.  TURN LEFT AND GO NORTH ON LEONARDS
 AI9374'LANE FOR 100 M (328.1 FT) TO THE TEE INTERSECTION WITH OLD AVALON
 AI9374'BOULEVARD.  TURN RIGHT AND GO EAST ON OLD AVALON BOULEVARD FOR 0.8 MI
 AI9374'(1.3 KM) TO THE INTERSECTION WITH CHANNEL ROAD ON THE RIGHT. TURN
 AI9374'RIGHT AND GO 50 M (164.0 FT) TO THE STATION ON THE LEFT, SET FLUSH IN
 AI9374'A DRILL HOLE AT THE SOUTHWEST END OF THE GARAGE DOOR SILL OF THE LARGE
 AI9374'STEEL BUILDING USED FOR A REPAIR FACILITY AT THE AVALON POINTE MARINA.
 AI9374'THE STATION IS 21.3 M (69.9 FT) NORTHWEST FROM THE CENTERLINE OF
 AI9374'CHANNEL ROAD, 39.0 M (128.0 FT) SOUTHWEST FROM THE CENTERLINE OF OLD
 AI9374'AVALON BOULEVARD, 12.3 M (40.4 FT) NORTHEAST FROM THE SOUTH CORNER OF
 AI9374'THE 10 M (32.8 FT) HIGH STEEL BUILDING AND 18.3 M (60.0 FT) SOUTHWEST
 AI9374'FORM THE NORTHEAST CORNER OF THE 10 M (32.8 FT) HIGH STEEL BUILDING.
 AI9374'THE STATION IS A STANDARD U.S.  GEOLOGICAL SURVEY GAGING STATION DISK.
 AI9374
 AI9374                          STATION RECOVERY (2002)
 AI9374
 AI9374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 AI9374'RECOVERED IN GOOD CONDITION.
 AI9374
 AI9374                          STATION RECOVERY (2003)
 AI9374
 AI9374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9375 ***********************************************************************
 AI9375  DESIGNATION -  01411355 D
 AI9375  PID         -  AI9375
 AI9375  STATE/COUNTY-  NJ/CAPE MAY
 AI9375  USGS QUAD   -  AVALON (1994)
 AI9375
 AI9375                         *CURRENT SURVEY CONTROL
 AI9375  ___________________________________________________________________
 AI9375* NAD 83(1986)-  39 06 35.     (N)    074 44 05.     (W)     SCALED    
 AI9375* NAVD 88     -         1.485  (meters)       4.87   (feet)  ADJUSTED  
 AI9375  ___________________________________________________________________
 AI9375  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 AI9375  DYNAMIC HT  -           1.484 (meters)       4.87  (feet)  COMP
 AI9375  MODELED GRAV-     980,067.8   (mgal)                       NAVD 88
 AI9375
 AI9375  VERT ORDER  -  FIRST     CLASS II
 AI9375
 AI9375.The horizontal coordinates were scaled from a topographic map and have
 AI9375.an estimated accuracy of +/- 6 seconds.
 AI9375
 AI9375.The orthometric height was determined by differential leveling
 AI9375.and adjusted by the National Geodetic Survey in March 2001..
 AI9375.No vertical observational check was made to the station.
 AI9375
 AI9375.The geoid height was determined by GEOID03.
 AI9375
 AI9375.The dynamic height is computed by dividing the NAVD 88
 AI9375.geopotential number by the normal gravity value computed on the
 AI9375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9375.degrees latitude (g = 980.6199 gals.).
 AI9375
 AI9375.The modeled gravity was interpolated from observed gravity values.
 AI9375
 AI9375;                    North         East    Units  Estimated Accuracy
 AI9375;SPC NJ       -    30,710.      129,700.      MT  (+/- 180 meters Scaled)
 AI9375
 AI9375                          SUPERSEDED SURVEY CONTROL
 AI9375
 AI9375.No superseded survey control is available for this station.
 AI9375
 AI9375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ229289(NAD 83)
 AI9375_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI9375_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI9375+WITH SETTING: PAVEMENT
 AI9375_SP_SET: JUNCTION BOX BASE
 AI9375_STAMPING: 01411355 D 1997
 AI9375_MARK LOGO: USGS  
 AI9375_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9375+STABILITY: SURFACE MOTION
 AI9375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9375+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI9375
 AI9375  HISTORY     - Date     Condition        Report By
 AI9375  HISTORY     - 1997     MONUMENTED       NJGS
 AI9375  HISTORY     - 20020726 GOOD             USGS
 AI9375  HISTORY     - 20030826 GOOD             USGS
 AI9375
 AI9375                          STATION DESCRIPTION
 AI9375
 AI9375'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9375'THE STATION IS LOCATED IN MIDDLE TOWNSHIP ON THE GROUNDS OF THE AVALON
 AI9375'POINTE MARIAN, NEAR THE OLD AVALON BRIDGE FISHING PIER AT INGRAM
 AI9375'THOROFARE.  TO REACH THE STATION FROM THE INTERSECTION OF THE GARDEN
 AI9375'STATE PARKWAY AND AVALON BOULEVARD, COUNTY ROAD 601 AT INTERCHANGE 13,
 AI9375'GO EAST ON AVALON BOULEVARD FOR 1.5 MI (2.4 KM) TO THE INTERSECTION
 AI9375'WITH LEONARDS LANE.  TURN LEFT AND GO NORTH ON LEONARDS LANE FOR 100 M
 AI9375'(328.1 FT) TO THE TEE INTERSECTION WITH OLD AVALON BOULEVARD.  TURN
 AI9375'RIGHT AND GO EAST ON OLD AVALON BOULEVARD FOR 0.8 MI (1.3 KM) TO THE
 AI9375'INTERSECTION WITH CHANNEL ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.05
 AI9375'MI (0.08 KM) TO THE STATION ON THE LEFT SET FLUSH IN DRILL HOLE IN THE
 AI9375'NORTH CORNER OF A CONCRETE FOUNDATION FOR A 2 M (6.6 FT) HIGH
 AI9375'ELECTRICAL JUNCTION BOX.  THE STATION IS 7.5 M (24.6 FT) SOUTHEAST
 AI9375'FROM THE CENTERLINE OF CHANNEL ROAD, 2.4 M (7.9 FT) FROM UTILITY POLE
 AI9375'NUMBER W 27031, 5.3 M (17.4 FT) FROM A RECTANGULAR CAST IRON INLET
 AI9375'GRATE AND 12.0 M (39.4 FT) FROM A SANITARY SEWER MANHOLE IN THE CENTER
 AI9375'OF CHANNEL ROAD.  THE STATION IS A STANDART U.S.  GEOLOGICAL SURVEY
 AI9375'GAGING STATION DISK.
 AI9375
 AI9375                          STATION RECOVERY (2002)
 AI9375
 AI9375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 AI9375'RECOVERED IN GOOD CONDITION.
 AI9375
 AI9375                          STATION RECOVERY (2003)
 AI9375
 AI9375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9376 ***********************************************************************
 AI9376  DESIGNATION -  01411355 E
 AI9376  PID         -  AI9376
 AI9376  STATE/COUNTY-  NJ/CAPE MAY
 AI9376  USGS QUAD   -  AVALON (1994)
 AI9376
 AI9376                         *CURRENT SURVEY CONTROL
 AI9376  ___________________________________________________________________
 AI9376* NAD 83(1986)-  39 06 34.     (N)    074 44 08.     (W)     SCALED    
 AI9376* NAVD 88     -         1.327  (meters)       4.35   (feet)  ADJUSTED  
 AI9376  ___________________________________________________________________
 AI9376  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 AI9376  DYNAMIC HT  -           1.326 (meters)       4.35  (feet)  COMP
 AI9376  MODELED GRAV-     980,067.8   (mgal)                       NAVD 88
 AI9376
 AI9376  VERT ORDER  -  FIRST     CLASS II
 AI9376
 AI9376.The horizontal coordinates were scaled from a topographic map and have
 AI9376.an estimated accuracy of +/- 6 seconds.
 AI9376
 AI9376.The orthometric height was determined by differential leveling
 AI9376.and adjusted by the National Geodetic Survey in March 2001..
 AI9376.No vertical observational check was made to the station.
 AI9376
 AI9376.The geoid height was determined by GEOID03.
 AI9376
 AI9376.The dynamic height is computed by dividing the NAVD 88
 AI9376.geopotential number by the normal gravity value computed on the
 AI9376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9376.degrees latitude (g = 980.6199 gals.).
 AI9376
 AI9376.The modeled gravity was interpolated from observed gravity values.
 AI9376
 AI9376;                    North         East    Units  Estimated Accuracy
 AI9376;SPC NJ       -    30,680.      129,630.      MT  (+/- 180 meters Scaled)
 AI9376
 AI9376                          SUPERSEDED SURVEY CONTROL
 AI9376
 AI9376.No superseded survey control is available for this station.
 AI9376
 AI9376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ228289(NAD 83)
 AI9376_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI9376_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI9376+WITH SETTING: PAVEMENT
 AI9376_SP_SET: STORAGE TANKS FOUNDATION
 AI9376_STAMPING: 01411355 E 1997
 AI9376_MARK LOGO: USGS  
 AI9376_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9376+STABILITY: SURFACE MOTION
 AI9376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9376+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI9376
 AI9376  HISTORY     - Date     Condition        Report By
 AI9376  HISTORY     - 1997     MONUMENTED       NJGS
 AI9376  HISTORY     - 20020726 MARK NOT FOUND   USGS
 AI9376  HISTORY     - 20030826 MARK NOT FOUND   USGS
 AI9376
 AI9376                          STATION DESCRIPTION
 AI9376
 AI9376'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9376'THE STATION IS LOCATED IN MIDDLE TOWNSHIP ON THE GROUNDS OF THE AVALON
 AI9376'POINTE MARINA, NEAR THE OLD AVALON BRIDGE FISHING PIER AT INGRAM
 AI9376'THOROFARE.  TO REACH THE STATION FROM THE INTERSECTION OF THE GARDEN
 AI9376'STATE PARKWAY AND AVALON BOULEVARD, COUNTY ROAD 601 AT INTERCHANGE 13,
 AI9376'GO EAST ON AVALON BOULEVARD FOR 1.5 MI (2.4 KM) TO THE INTERSECTION
 AI9376'WITH LEONARDS LANE.  TURN LEFT AND GO NORTH ON LEONARDS LANE FOR 100 M
 AI9376'(328.1 FT) TO THE TEE INTERSECTION WITH OLD AVALON BOULEVARD.  TURN
 AI9376'RIGHT AND GO EAST ON OLD AVALON BOULEVARD FOR 0.8 MI (1.3 KM) TO THE
 AI9376'INTERSECTION WITH CHANNEL ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.1 MI
 AI9376'(0.2 KM) TO THE STATION ON THE LEFT, SET FLUSH IN THE SOUTHEAST CORNER
 AI9376'OF A CONCRETE FOUNDATION FOR UNDERGROUND GASOLINE STORAGE TANKS.  THE
 AI9376'STATION IS 27.6 M (90.6 FT) SOUTH FROM THE CENTERLINE OF CHANNEL ROAD,
 AI9376'9.1 M (29.9 FT) NORTH FROM THE WOODEN BULKHEAD, 19.6 M (64.3 FT) WEST
 AI9376'FROM THE SOUTHWEST CORNER OF THE AVALON POINTE MARINA SALES OFFICE AND
 AI9376'21.1 M (69.2 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF THE AVALON
 AI9376'POINTE MARINA SALES OFFICE.  THE STATION IS A STANDARD U.S.
 AI9376'GEOLOGICAL SURVEY GAGING STATION DISK.
 AI9376
 AI9376                          STATION RECOVERY (2002)
 AI9376
 AI9376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 AI9376'IT APPEARS THAT THE MARK HAS BEEN PAVED OVER OR REMOVED - NEW CONCRETE
 AI9376'AT LOCATION.
 AI9376
 AI9376                          STATION RECOVERY (2003)
 AI9376
 AI9376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9176 ***********************************************************************
 AH9176  DESIGNATION -  01411360 A
 AH9176  PID         -  AH9176
 AH9176  STATE/COUNTY-  NJ/CAPE MAY
 AH9176  USGS QUAD   -  STONE HARBOR (1972)
 AH9176
 AH9176                         *CURRENT SURVEY CONTROL
 AH9176  ___________________________________________________________________
 AH9176* NAD 83(1986)-  39 03 20.     (N)    074 45 57.     (W)     SCALED    
 AH9176* NAVD 88     -         2.181  (meters)       7.16   (feet)  ADJUSTED  
 AH9176  ___________________________________________________________________
 AH9176  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 AH9176  DYNAMIC HT  -           2.180 (meters)       7.15  (feet)  COMP
 AH9176  MODELED GRAV-     980,060.1   (mgal)                       NAVD 88
 AH9176
 AH9176  VERT ORDER  -  FIRST     CLASS II
 AH9176
 AH9176.The horizontal coordinates were scaled from a topographic map and have
 AH9176.an estimated accuracy of +/- 6 seconds.
 AH9176
 AH9176.The orthometric height was determined by differential leveling
 AH9176.and adjusted by the National Geodetic Survey in March 2001..
 AH9176
 AH9176.The geoid height was determined by GEOID03.
 AH9176
 AH9176.The dynamic height is computed by dividing the NAVD 88
 AH9176.geopotential number by the normal gravity value computed on the
 AH9176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9176.degrees latitude (g = 980.6199 gals.).
 AH9176
 AH9176.The modeled gravity was interpolated from observed gravity values.
 AH9176
 AH9176;                    North         East    Units  Estimated Accuracy
 AH9176;SPC NJ       -    24,700.      126,990.      MT  (+/- 180 meters Scaled)
 AH9176
 AH9176                          SUPERSEDED SURVEY CONTROL
 AH9176
 AH9176.No superseded survey control is available for this station.
 AH9176
 AH9176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ202229(NAD 83)
 AH9176_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AH9176_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH9176_SP_SET: ABUTMENT
 AH9176_STAMPING: 01411360 A 1997
 AH9176_MARK LOGO: USGS  
 AH9176_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9176+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 AH9176
 AH9176  HISTORY     - Date     Condition        Report By
 AH9176  HISTORY     - 1997     MONUMENTED       NJGS
 AH9176  HISTORY     - 20030911 GOOD             USGS
 AH9176  HISTORY     - 20060916 GOOD             GEOCAC
 AH9176
 AH9176                          STATION DESCRIPTION
 AH9176
 AH9176'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH9176'THE STATION IS LOCATED IN THE BOROUGH OF STONE HARBOR.  TO REACH THE
 AH9176'STATION FROM THE INTERSECTION OF STONE HARBOR BOULEVARD, COUNTY ROAD
 AH9176'657 AND THE GARDEN STATE PARKWAY AT INTERCHANGE 10B, GO SOUTHEAST ON
 AH9176'STONE HARBOR BOULEVARD FOR 3.4 MI (5.5 KM) TO THE BRIDGE CARRYING
 AH9176'STONE HARBOR BOULEVARD OVER THE GREAT CHANNEL AND THE STATION ON THE
 AH9176'RIGHT, SET FLUSH IN A DRILL HOLE IN THE SOUTH ABUTMENT THAT IS LEVEL
 AH9176'WITH THE SIDEWALK.  THE STATION IS 7.0 M (23.0 FT) SOUTHWEST FROM THE
 AH9176'CENTERLINE OF STONE HARBOR BOULEVARD, 2.0 M (6.6 FT) SOUTH FROM THE
 AH9176'FIRST ALUMINUM LIGHT POLE ATTACHED TO THE CONCRETE BARRIER CURB ON THE
 AH9176'SOUTHWEST SIDE OF THE BRIDGE, 0.35 M (1.15 FT) NORTHEAST FROM THE
 AH9176'SOUTHWEST EDGE OF THE BRIDGE ABUTMENT, 0.2 M (0.7 FT) SOUTHWEST FROM
 AH9176'THE FLEXIBLE JOINT AT THE SOUTHEAST END OF THE BRIDGE AND 22.9 M (75.1
 AH9176'FT) WEST NORTHWEST FROM WOOD UTILITY POLE NUMBER ACE 5958.  THE
 AH9176'STATION IS A STANDARD U.S.  GEOLOGICAL SURVEY GAGING STATION DISK.
 AH9176
 AH9176                          STATION RECOVERY (2003)
 AH9176
 AH9176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AH9176'RECOVERED IN GOOD CONDITION.
 AH9176
 AH9176                          STATION RECOVERY (2006)
 AH9176
 AH9176'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 AH9176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9383 ***********************************************************************
 AI9383  DESIGNATION -  01411382 A
 AI9383  PID         -  AI9383
 AI9383  STATE/COUNTY-  NJ/CAPE MAY
 AI9383  USGS QUAD   -  WILDWOOD (1972)
 AI9383
 AI9383                         *CURRENT SURVEY CONTROL
 AI9383  ___________________________________________________________________
 AI9383* NAD 83(1986)-  38 59 23.     (N)    074 50 09.     (W)     SCALED    
 AI9383* NAVD 88     -         1.489  (meters)       4.89   (feet)  ADJUSTED  
 AI9383  ___________________________________________________________________
 AI9383  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 AI9383  DYNAMIC HT  -           1.488 (meters)       4.88  (feet)  COMP
 AI9383  MODELED GRAV-     980,052.4   (mgal)                       NAVD 88
 AI9383
 AI9383  VERT ORDER  -  FIRST     CLASS II
 AI9383
 AI9383.The horizontal coordinates were scaled from a topographic map and have
 AI9383.an estimated accuracy of +/- 6 seconds.
 AI9383
 AI9383.The orthometric height was determined by differential leveling
 AI9383.and adjusted by the National Geodetic Survey in March 2001..
 AI9383.No vertical observational check was made to the station.
 AI9383
 AI9383.The geoid height was determined by GEOID03.
 AI9383
 AI9383.The dynamic height is computed by dividing the NAVD 88
 AI9383.geopotential number by the normal gravity value computed on the
 AI9383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9383.degrees latitude (g = 980.6199 gals.).
 AI9383
 AI9383.The modeled gravity was interpolated from observed gravity values.
 AI9383
 AI9383;                    North         East    Units  Estimated Accuracy
 AI9383;SPC NJ       -    17,410.      120,910.      MT  (+/- 180 meters Scaled)
 AI9383
 AI9383                          SUPERSEDED SURVEY CONTROL
 AI9383
 AI9383.No superseded survey control is available for this station.
 AI9383
 AI9383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ142156(NAD 83)
 AI9383_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI9383_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI9383_SP_SET: PAD
 AI9383_STAMPING: 01411382 A 1997
 AI9383_MARK LOGO: USGS  
 AI9383_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9383+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI9383
 AI9383  HISTORY     - Date     Condition        Report By
 AI9383  HISTORY     - 1997     MONUMENTED       NJGS
 AI9383  HISTORY     - 20030909 GOOD             USGS
 AI9383
 AI9383                          STATION DESCRIPTION
 AI9383
 AI9383'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9383'THE STATION IS LOCATED IN MIDDLE TOWNSHIP, WEST AND ACROSS THE GRASSY
 AI9383'SOUND CHANNEL FROM THE CITY OF WILDWOOD.  TO REACH THE STATION FROM
 AI9383'THE INTERSECTION OF STATE ROUTE 47 AND THE GARDEN STATE PARKWAY AT
 AI9383'INTERCHANGE 4, GO SOUTHEAST ON STATE ROUTE 47 FOR 1.3 MI (2.1 KM) TO
 AI9383'THE WYE JUNCTION WITH OLD RIO GRANDE BOULEVARD ON THE RIGHT.  BEAR
 AI9383'RIGHT AND CONTINUE SOUTHEAST ON OLD RIO GRANDE BOULEVARD FOR 0.5 MI
 AI9383'(0.8 KM) TO THE INTERSECTION WITH SHAWCREST ROAD ON THE RIGHT.  TURN
 AI9383'RIGHT AND GO SOUTHWEST ON SHAWCREST ROAD FOR 0.05 MI (0.08 KM) TO THE
 AI9383'DRIVEWAY FOR THE LIGHT HOUSE POINT MARINA, RESTAURANT AND BAR ON THE
 AI9383'LEFT.  TURN LEFT AND GO BETWEEN THE MARINA OFFICE AND THE RESTAURANT
 AI9383'TO THE STATION AHEAD, SET FLUSH IN A DRILL HOLE IN A 6.0 M (19.7 FT)
 AI9383'BY 3.0 M (9.8 FT) CONCRETE PAD SURROUNDING A FIRE HYDRANT.  THE
 AI9383'STATION IS 1.0 FT (0.3 M) SOUTH FROM THE NORTH CORNER OF THE CONCRETE
 AI9383'PAD, 3.0 FT (0.9 M) NORTH FROM THE FIRE HYDRANT, 72.0 FT (21.9 M) EAST
 AI9383'FROM THE SOUTH CORNER OF THE MARINA OFFICE, 93.0 FT (28.3 M) WEST
 AI9383'NORTHWEST FROM A USGS TIDE TELEMETRY UNIT AND 87.3 FT (26.6 M)
 AI9383'NORTHWEST FROM THE EAST CORNER OF THE RESTAURANT.  THE STATION IS A
 AI9383'STANDARD U.S.  GEOLOGICAL SURVEY GAGING STATION DISK.
 AI9383
 AI9383                          STATION RECOVERY (2003)
 AI9383
 AI9383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9384 ***********************************************************************
 AI9384  DESIGNATION -  01411382 B
 AI9384  PID         -  AI9384
 AI9384  STATE/COUNTY-  NJ/CAPE MAY
 AI9384  USGS QUAD   -  WILDWOOD (1972)
 AI9384
 AI9384                         *CURRENT SURVEY CONTROL
 AI9384  ___________________________________________________________________
 AI9384* NAD 83(1986)-  38 59 24.     (N)    074 50 10.     (W)     SCALED    
 AI9384* NAVD 88     -         1.432  (meters)       4.70   (feet)  ADJUSTED  
 AI9384  ___________________________________________________________________
 AI9384  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 AI9384  DYNAMIC HT  -           1.431 (meters)       4.69  (feet)  COMP
 AI9384  MODELED GRAV-     980,052.5   (mgal)                       NAVD 88
 AI9384
 AI9384  VERT ORDER  -  FIRST     CLASS II
 AI9384
 AI9384.The horizontal coordinates were scaled from a topographic map and have
 AI9384.an estimated accuracy of +/- 6 seconds.
 AI9384
 AI9384.The orthometric height was determined by differential leveling
 AI9384.and adjusted by the National Geodetic Survey in March 2001..
 AI9384.No vertical observational check was made to the station.
 AI9384
 AI9384.The geoid height was determined by GEOID03.
 AI9384
 AI9384.The dynamic height is computed by dividing the NAVD 88
 AI9384.geopotential number by the normal gravity value computed on the
 AI9384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9384.degrees latitude (g = 980.6199 gals.).
 AI9384
 AI9384.The modeled gravity was interpolated from observed gravity values.
 AI9384
 AI9384;                    North         East    Units  Estimated Accuracy
 AI9384;SPC NJ       -    17,440.      120,880.      MT  (+/- 180 meters Scaled)
 AI9384
 AI9384                          SUPERSEDED SURVEY CONTROL
 AI9384
 AI9384.No superseded survey control is available for this station.
 AI9384
 AI9384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ141156(NAD 83)
 AI9384_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI9384_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI9384+WITH SETTING: PAVEMENT
 AI9384_SP_SET: TELEPHONE BOOTH BASE
 AI9384_STAMPING: 01411382 B 1997
 AI9384_MARK LOGO: USGS  
 AI9384_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9384+STABILITY: SURFACE MOTION
 AI9384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9384+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI9384
 AI9384  HISTORY     - Date     Condition        Report By
 AI9384  HISTORY     - 1997     MONUMENTED       NJGS
 AI9384  HISTORY     - 20030909 POOR             USGS
 AI9384
 AI9384                          STATION DESCRIPTION
 AI9384
 AI9384'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9384'THE STATION IS LOCATED IN MIDDLE TOWNSHIP, WEST AND ACROSS THE GRASSY
 AI9384'SOUND CHANNEL FROM THE CITY OF WILDWOOD.  TO REACH THE STATION FROM
 AI9384'THE INTERSECTION OF STATE ROUTE 47 AND THE GARDEN STATE PARKWAY AT
 AI9384'INTERCHANGE 4, GO SOUTHEAST ON STATE ROUTE 47 FOR 1.3 MI (2.1 KM) TO
 AI9384'THE WYE JUNCTION WITH OLD RIO GRANDE BOULEVARD ON THE RIGHT.  BEAR
 AI9384'RIGHT AND GO SOUTHEAST ON OLD RIO GRANDE BOULEVARD FOR 0.5 MI (0.8 KM)
 AI9384'TO THE INTERSECTION WITH SHAWCREST ROAD ON THE RIGHT.  TURN RIGHT AND
 AI9384'GO SOUTHWEST ON SHAWCREST ROAD FOR 100 M (328.1 FT) TO THE STATION ON
 AI9384'THE RIGHT, SET FLUSH IN A DRILL HOLE IN THE CONCRETE BASE BETWEEN A
 AI9384'PAIR OF PUBLIC TELEPHONE BOOTHS.  THE STATION IS 23.4 FT (7.1 M) WEST
 AI9384'FROM THE CENTERLINE OF SHAWCREST ROAD, 13.7 FT (4.2 M) SOUTHEAST FROM
 AI9384'UTILITY POLE NUMBER W 35178, 47.0 FT (14.3 M) SOUTHWEST FROM AND
 AI9384'ACROSS THE STREET FROM UTILITY POLE NUMBER W 7557, 34.1 FT (10.4 M)
 AI9384'SOUTHWEST FROM A 2.5 FT (0.8 M) DIAMETER UTILITY MANHOLE AND 62.3 FT
 AI9384'(19.0 M) SOUTHEAST FROM UTILITY POLE NUMBER W 45590.  THE STATION IS A
 AI9384'STANDARD U.S.  GEOLOGICAL SURVEY GAGING STATION DISK.
 AI9384
 AI9384                          STATION RECOVERY (2003)
 AI9384
 AI9384'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9384'MARK HAS BEEN DENTED, UNABLE TO FIND HIGH POINT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9385 ***********************************************************************
 AI9385  DESIGNATION -  01411382 C
 AI9385  PID         -  AI9385
 AI9385  STATE/COUNTY-  NJ/CAPE MAY
 AI9385  USGS QUAD   -  WILDWOOD (1972)
 AI9385
 AI9385                         *CURRENT SURVEY CONTROL
 AI9385  ___________________________________________________________________
 AI9385* NAD 83(1986)-  38 59 21.     (N)    074 50 10.     (W)     SCALED    
 AI9385* NAVD 88     -         1.270  (meters)       4.17   (feet)  ADJUSTED  
 AI9385  ___________________________________________________________________
 AI9385  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 AI9385  DYNAMIC HT  -           1.269 (meters)       4.16  (feet)  COMP
 AI9385  MODELED GRAV-     980,052.4   (mgal)                       NAVD 88
 AI9385
 AI9385  VERT ORDER  -  FIRST     CLASS II
 AI9385
 AI9385.The horizontal coordinates were scaled from a topographic map and have
 AI9385.an estimated accuracy of +/- 6 seconds.
 AI9385
 AI9385.The orthometric height was determined by differential leveling
 AI9385.and adjusted by the National Geodetic Survey in March 2001..
 AI9385.No vertical observational check was made to the station.
 AI9385
 AI9385.The geoid height was determined by GEOID03.
 AI9385
 AI9385.The dynamic height is computed by dividing the NAVD 88
 AI9385.geopotential number by the normal gravity value computed on the
 AI9385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9385.degrees latitude (g = 980.6199 gals.).
 AI9385
 AI9385.The modeled gravity was interpolated from observed gravity values.
 AI9385
 AI9385;                    North         East    Units  Estimated Accuracy
 AI9385;SPC NJ       -    17,350.      120,880.      MT  (+/- 180 meters Scaled)
 AI9385
 AI9385                          SUPERSEDED SURVEY CONTROL
 AI9385
 AI9385.No superseded survey control is available for this station.
 AI9385
 AI9385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ141155(NAD 83)
 AI9385_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI9385_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI9385_SP_SET: TRASH CONTAINER BASE
 AI9385_STAMPING: 01411382 C 1997
 AI9385_MARK LOGO: USGS  
 AI9385_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9385+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI9385
 AI9385  HISTORY     - Date     Condition        Report By
 AI9385  HISTORY     - 1997     MONUMENTED       NJGS
 AI9385  HISTORY     - 20030909 GOOD             USGS
 AI9385
 AI9385                          STATION DESCRIPTION
 AI9385
 AI9385'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9385'THE STATION IS LOCATED IN MIDDLE TOWNSHIP, WEST AND ACROSS THE GRASSY
 AI9385'SOUND CHANNEL FROM THE CITY OF WILDWOOD.  TO REACH THE STATION FROM
 AI9385'THE INTERSECTION OF STATE ROUTE 47 AND THE GARDEN STATE PARKWAY AT
 AI9385'INTERCHANGE 4, GO SOUTHEAST ON STATE ROUTE 47 FOR 1.3 MI (2.1 KM) TO
 AI9385'THE WYE JUNCTION WITH OLD RIO GRANDE BOULEVARD ON THE RIGHT.  BEAR
 AI9385'RIGHT AND GO SOUTHEAST ON OLD RIO GRANDE BOULEVARD FOR 0.5 MI (0.8 KM)
 AI9385'TO THE INTERSECTION WITH SHAWCREST ROAD ON THE RIGHT.  TURN RIGHT AND
 AI9385'GO SOUTHWEST ON SHAWCREST ROAD FOR 0.2 MI (0.3 KM) TO THE STATION ON
 AI9385'THE LEFT, SET FLUSH IN A DRILL HOLE IN THE SOUTHWEST CORNER OF A
 AI9385'CONCRETE BASE FOR TRASH CONTAINERS.  THE STATION IS 54.0 FT (16.5 M)
 AI9385'EAST FROM UTILITY POLE NUMBER W 1630 BTL545 5, 78.1 SOUTHWEST FROM THE
 AI9385'MARINA BUILDING, 78.6 FT (24.0 M) EAST FROM THE CENTERLINE OF
 AI9385'SHAWCREST ROAD, 74.3 FT (22.6 M) NORTHEAST FROM AN ANGLE POINT IN A
 AI9385'WOOD DECK AND 62.4 FT (19.0 M) SOUTHEAST FROM A LIGHT POLE IN A
 AI9385'PARKING LOT.  THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY GAGING
 AI9385'STATION DISK.
 AI9385
 AI9385                          STATION RECOVERY (2003)
 AI9385
 AI9385'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9386 ***********************************************************************
 AI9386  DESIGNATION -  01411382 D
 AI9386  PID         -  AI9386
 AI9386  STATE/COUNTY-  NJ/CAPE MAY
 AI9386  USGS QUAD   -  WILDWOOD (1972)
 AI9386
 AI9386                         *CURRENT SURVEY CONTROL
 AI9386  ___________________________________________________________________
 AI9386* NAD 83(1986)-  38 59 23.     (N)    074 50 12.     (W)     SCALED    
 AI9386* NAVD 88     -         1.347  (meters)       4.42   (feet)  ADJUSTED  
 AI9386  ___________________________________________________________________
 AI9386  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 AI9386  DYNAMIC HT  -           1.346 (meters)       4.42  (feet)  COMP
 AI9386  MODELED GRAV-     980,052.4   (mgal)                       NAVD 88
 AI9386
 AI9386  VERT ORDER  -  FIRST     CLASS II
 AI9386
 AI9386.The horizontal coordinates were scaled from a topographic map and have
 AI9386.an estimated accuracy of +/- 6 seconds.
 AI9386
 AI9386.The orthometric height was determined by differential leveling
 AI9386.and adjusted by the National Geodetic Survey in March 2001..
 AI9386.No vertical observational check was made to the station.
 AI9386
 AI9386.The geoid height was determined by GEOID03.
 AI9386
 AI9386.The dynamic height is computed by dividing the NAVD 88
 AI9386.geopotential number by the normal gravity value computed on the
 AI9386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9386.degrees latitude (g = 980.6199 gals.).
 AI9386
 AI9386.The modeled gravity was interpolated from observed gravity values.
 AI9386
 AI9386;                    North         East    Units  Estimated Accuracy
 AI9386;SPC NJ       -    17,410.      120,830.      MT  (+/- 180 meters Scaled)
 AI9386
 AI9386                          SUPERSEDED SURVEY CONTROL
 AI9386
 AI9386.No superseded survey control is available for this station.
 AI9386
 AI9386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ141156(NAD 83)
 AI9386_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI9386_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI9386_SP_SET: FIRE HYDRANT PAD
 AI9386_STAMPING: 01411382 D 1997
 AI9386_MARK LOGO: USGS  
 AI9386_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9386+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI9386
 AI9386  HISTORY     - Date     Condition        Report By
 AI9386  HISTORY     - 1997     MONUMENTED       NJGS
 AI9386  HISTORY     - 20030909 POOR             USGS
 AI9386
 AI9386                          STATION DESCRIPTION
 AI9386
 AI9386'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9386'THE STATION IS LOCATED IN MIDDLE TOWNSHIP, WEST AND ACROSS THE GRASSY
 AI9386'SOUND CHANNEL FROM THE CITY OF WILDWOOD.  TO REACH THE STATION FROM
 AI9386'THE INTERSECTION OF STATE ROUTE 47 AND THE GARDEN STATE PARKWAY AT
 AI9386'INTERCHANGE 4, GO SOUTHEAST ON STATE ROUTE 47 FOR 1.3 MI (2.1 KM) TO
 AI9386'THE WYE JUNCTION WITH OLD RIO GRANDE BOULEVARD ON THE RIGHT.  BEAR
 AI9386'RIGHT AND GO SOUTHEAST ON OLD RIO GRANDE BOULEVARD FOR 0.5 MI (0.8 KM)
 AI9386'TO THE INTERSECTION WITH SHAWCREST ROAD ON THE RIGHT.  TURN RIGHT AND
 AI9386'GO SOUTHWEST ON SHAWCREST ROAD FOR 0.2 MI (0.3 KM) TO THE STATION ON
 AI9386'THE RIGHT, SET FLUSH IN A DRILL HOLE IN A CONCRETE PAD SURROUNDING A
 AI9386'FIRE HYDRANT.  THE STATION IS 1.7 FT (0.5 M) SOUTHWEST FROM THE FIRE
 AI9386'HYDRANT, 23.2 FT (7.1 M) SOUTHWEST FROM THE CENTERLINE OF SHAWCREST
 AI9386'ROAD, 56.5 FT (17.2 M) NORTHWEST FROM UTILITY POLE NUMBER W1630 BTL545
 AI9386'5, 97.6 FT (29.7 M) SOUTHWEST FROM RISER POLE NUMBER W 42902 AND 43.2
 AI9386'FT (13.2 M) WEST FROM THE EAST CURB OF SHAWCREST ROAD.  THE STATION IS
 AI9386'A STANDARD U.S.  GEOLOGICAL SURVEY GAGING STATION DISK.
 AI9386
 AI9386                          STATION RECOVERY (2003)
 AI9386
 AI9386'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9386'CONCRETE SLAB THAT MARK IS SET INTO HAS SPLIT AND APPEARS TO HAVE
 AI9386'SHIFTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9387 ***********************************************************************
 AI9387  DESIGNATION -  01411382 E
 AI9387  PID         -  AI9387
 AI9387  STATE/COUNTY-  NJ/CAPE MAY
 AI9387  USGS QUAD   -  WILDWOOD (1972)
 AI9387
 AI9387                         *CURRENT SURVEY CONTROL
 AI9387  ___________________________________________________________________
 AI9387* NAD 83(1986)-  38 59 25.     (N)    074 50 05.     (W)     SCALED    
 AI9387* NAVD 88     -         3.110  (meters)      10.20   (feet)  ADJUSTED  
 AI9387  ___________________________________________________________________
 AI9387  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 AI9387  DYNAMIC HT  -           3.108 (meters)      10.20  (feet)  COMP
 AI9387  MODELED GRAV-     980,052.5   (mgal)                       NAVD 88
 AI9387
 AI9387  VERT ORDER  -  FIRST     CLASS II
 AI9387
 AI9387.The horizontal coordinates were scaled from a topographic map and have
 AI9387.an estimated accuracy of +/- 6 seconds.
 AI9387
 AI9387.The orthometric height was determined by differential leveling
 AI9387.and adjusted by the National Geodetic Survey in March 2001..
 AI9387.No vertical observational check was made to the station.
 AI9387
 AI9387.The geoid height was determined by GEOID03.
 AI9387
 AI9387.The dynamic height is computed by dividing the NAVD 88
 AI9387.geopotential number by the normal gravity value computed on the
 AI9387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9387.degrees latitude (g = 980.6199 gals.).
 AI9387
 AI9387.The modeled gravity was interpolated from observed gravity values.
 AI9387
 AI9387;                    North         East    Units  Estimated Accuracy
 AI9387;SPC NJ       -    17,480.      121,000.      MT  (+/- 180 meters Scaled)
 AI9387
 AI9387                          SUPERSEDED SURVEY CONTROL
 AI9387
 AI9387.No superseded survey control is available for this station.
 AI9387
 AI9387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ143157(NAD 83)
 AI9387_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI9387_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI9387_SP_SET: RETAINING WALL
 AI9387_STAMPING: 01411382 E 1997
 AI9387_MARK LOGO: USGS  
 AI9387_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9387+STABILITY: SURFACE MOTION
 AI9387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9387+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI9387
 AI9387  HISTORY     - Date     Condition        Report By
 AI9387  HISTORY     - 1997     MONUMENTED       NJGS
 AI9387
 AI9387                          STATION DESCRIPTION
 AI9387
 AI9387'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9387'THE STATION IS LOCATED IN MIDDLE TOWNSHIP, WEST AND ACROSS THE GRASSY
 AI9387'SOUND CHANNEL FROM THE CITY OF WILDWOOD.  TO REACH THE STATION FROM
 AI9387'THE INTERSECTION OF STATE ROUTE 47 AND THE GARDEN STATE PARKWAY AT
 AI9387'INTERCHANGE 4, GO SOUTHEAST ON STATE ROUTE 47 FOR 1.3 MI (2.1 KM) TO
 AI9387'THE WYE JUNCTION WITH OLD RIO GRANDE BOULEVARD ON THE RIGHT.  BEAR
 AI9387'RIGHT AND GO SOUTHEAST ON OLD RIO GRANDE BOULEVARD FOR 0.6 MI (1.0 KM)
 AI9387'TO THE END OF THE ROAD AT THE WATERS EDGE AND THE STATION ON THE LEFT,
 AI9387'SET FLUSH IN A DRILL HOLE IN A CONCRETE RETAINING WALL IN FRONT OF
 AI9387'HOUSE NUMBER 701 OLD RIO GRANDE BOULEVARD.  THE STATION IS 16.2 FT
 AI9387'(4.9 M) NORTHEAST FROM THE CENTERLINE OF OLD RIO GRANDE BOULEVARD,
 AI9387'27.1 FT (8.3 M) SOUTHWEST FROM UTILITY POLE NUMBER BT 81 22LD, 50.4 FT
 AI9387'(15.4 M) SOUTHEAST FROM UTILITY POLE NUMBER W 3287, 44.6 FT (13.6 M)
 AI9387'SOUTHEAST FROM A SEWER UTILITY MANHOLE, 4.0 FT (1.2 M) FROM A GUIDE
 AI9387'RAIL POST AND 34.9 FT (10.6 M) SOUTHEAST FROM THE END OF THE CONCRETE
 AI9387'RETAINING WALL.  THE STATION IS A STANDARD U.S GEOLOGICAL SURVEY
 AI9387'GAGING STATION DISK SET ABOUT 1.2 FT (0.4 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9391 ***********************************************************************
 AI9391  DESIGNATION -  01411382 F
 AI9391  PID         -  AI9391
 AI9391  STATE/COUNTY-  NJ/CAPE MAY
 AI9391  USGS QUAD   -  WILDWOOD (1972)
 AI9391
 AI9391                         *CURRENT SURVEY CONTROL
 AI9391  ___________________________________________________________________
 AI9391* NAD 83(1986)-  38 58 53.     (N)    074 49 09.     (W)     SCALED    
 AI9391* NAVD 88     -         2.311  (meters)       7.58   (feet)  ADJUSTED  
 AI9391  ___________________________________________________________________
 AI9391  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 AI9391  DYNAMIC HT  -           2.310 (meters)       7.58  (feet)  COMP
 AI9391  MODELED GRAV-     980,051.4   (mgal)                       NAVD 88
 AI9391
 AI9391  VERT ORDER  -  FIRST     CLASS II
 AI9391
 AI9391.The horizontal coordinates were scaled from a topographic map and have
 AI9391.an estimated accuracy of +/- 6 seconds.
 AI9391
 AI9391.The orthometric height was determined by differential leveling
 AI9391.and adjusted by the National Geodetic Survey in March 2001..
 AI9391
 AI9391.The geoid height was determined by GEOID03.
 AI9391
 AI9391.The dynamic height is computed by dividing the NAVD 88
 AI9391.geopotential number by the normal gravity value computed on the
 AI9391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9391.degrees latitude (g = 980.6199 gals.).
 AI9391
 AI9391.The modeled gravity was interpolated from observed gravity values.
 AI9391
 AI9391;                    North         East    Units  Estimated Accuracy
 AI9391;SPC NJ       -    16,480.      122,350.      MT  (+/- 180 meters Scaled)
 AI9391
 AI9391                          SUPERSEDED SURVEY CONTROL
 AI9391
 AI9391.No superseded survey control is available for this station.
 AI9391
 AI9391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ156147(NAD 83)
 AI9391_MARKER: F = FLANGE-ENCASED ROD
 AI9391_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI9391_STAMPING: 01411382 F 1998
 AI9391_MARK LOGO: NGS   
 AI9391_PROJECTION: RECESSED 10 CENTIMETERS
 AI9391_MAGNETIC: I = MARKER IS A STEEL ROD
 AI9391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9391+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2003
 AI9391_ROD/PIPE-DEPTH: 23.4 meters
 AI9391_SLEEVE-DEPTH  : 1.2 meters
 AI9391
 AI9391  HISTORY     - Date     Condition        Report By
 AI9391  HISTORY     - 1998     MONUMENTED       NJGS
 AI9391  HISTORY     - 20030424 GOOD             NJGS
 AI9391
 AI9391                          STATION DESCRIPTION
 AI9391
 AI9391'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9391'THE STATION IS LOCATED IN THE CITY OF WILDWOOD ON THE SOUTHEAST SIDE
 AI9391'OF OCEAN AVENUE ON THE GROUNDS OF A MUNICIPAL PARK SITUATED BETWEEN
 AI9391'OCEAN AVENUE AND THE BOARDWALK.  TO REACH THE STATION FROM THE
 AI9391'INTERSECTION OF RIO GRANDE AVENUE, COUNTY ROAD 621 AND OCEAN AVENUE,
 AI9391'GO NORTHEAST ON OCEAN AVENUE FOR 0.10 MI (0.16 KM) TO THE TEE
 AI9391'INTERSECTION WITH TAYLOR AVENUE ON THE LEFT AND THE STATION ON THE
 AI9391'RIGHT, IN RANGE WITH THE NORTHEAST CURBLINE EXTENDED OF TAYLOR AVENUE.
 AI9391'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO FLANGE
 AI9391'WITH ACCESS COVER IS STAMPED 01411382 F 1998 AND IS SET FLUSH WITH THE
 AI9391'GROUND.  THE STATION IS A NINE SIXTEENTHS INCH DIAMETER STAINLESS
 AI9391'STEEL ROD WITH GREASE FILLED SLEEVE DRIVEN TO REFUSAL AT A DEPTH OF
 AI9391'23.4 M (76.8 FT) AND IS RECESSED ABOUT 0.1 M (0.3 FT) BELOW THE
 AI9391'GROUND.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS
 AI9391'A MARK. MARK IS 10 M (32.8 FT) SOUTHEAST FROM AND NORMAL TO THE
 AI9391'SOUTHEAST CURB OF OCEAN AVENUE, 32.7 M (107.3 FT) SOUTHWEST FROM A
 AI9391'FLAGPOLE IN A LANDSCAPED AREA IN THE APPROXIMATE CENTER OF THE PARK,
 AI9391'34.1 M (111.9 FT) NORTH FROM THE NORTH CORNER OF A ONE STORY STUCCO
 AI9391'BUILDING USED BY THE CITY OF WILDWOOD BEACH PATROL, 18.7 M (61.4 FT)
 AI9391'NORTH FROM A WOOD UTILITY POLE WITH NO NUMBER AND 10.9 M (35.8 FT)
 AI9391'SOUTHEAST FROM A STORM DRAIN INLET ON THE SOUTHEAST SIDE OF OCEAN
 AI9391'AVENUE.
 AI9391
 AI9391                          STATION RECOVERY (2003)
 AI9391
 AI9391'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 AI9391'THE LANDSCAPE IN THE PARK HAS BEEN REVISED. THE STATION IS NOW ABOUT
 AI9391'0.3M BELOW THE GROUND, BETWEEN THREE 6 INCH PINE TREES, 0.5M NORTHEAST
 AI9391'OF A METAL WITNESS SIGN/POST, 10.0M SOUTHEAST OF THE SOUTHEAST CURB OF
 AI9391'OCEAN AVE., 17,3M EAST OF POLE NUMBER W387-6, 2.8M WEST SOUTHWEST OF
 AI9391'THE SOUTHWEST EDGE OF A CONCRETE SIDEWALK, 7.8M NORTHEAST OF THE
 AI9391'NORTHEAST EDGE OF A CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9405 ***********************************************************************
 AI9405  DESIGNATION -  01411382 G
 AI9405  PID         -  AI9405
 AI9405  STATE/COUNTY-  NJ/CAPE MAY
 AI9405  USGS QUAD   -  WILDWOOD (1972)
 AI9405
 AI9405                         *CURRENT SURVEY CONTROL
 AI9405  ___________________________________________________________________
 AI9405* NAD 83(1986)-  38 59 25.     (N)    074 49 59.     (W)     SCALED    
 AI9405* NAVD 88     -         9.657  (meters)      31.68   (feet)  ADJUSTED  
 AI9405  ___________________________________________________________________
 AI9405  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 AI9405  DYNAMIC HT  -           9.652 (meters)      31.67  (feet)  COMP
 AI9405  MODELED GRAV-     980,052.5   (mgal)                       NAVD 88
 AI9405
 AI9405  VERT ORDER  -  FIRST     CLASS II
 AI9405
 AI9405.The horizontal coordinates were scaled from a topographic map and have
 AI9405.an estimated accuracy of +/- 6 seconds.
 AI9405
 AI9405.The orthometric height was determined by differential leveling
 AI9405.and adjusted by the National Geodetic Survey in March 2001..
 AI9405.No vertical observational check was made to the station.
 AI9405
 AI9405.The geoid height was determined by GEOID03.
 AI9405
 AI9405.The dynamic height is computed by dividing the NAVD 88
 AI9405.geopotential number by the normal gravity value computed on the
 AI9405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9405.degrees latitude (g = 980.6199 gals.).
 AI9405
 AI9405.The modeled gravity was interpolated from observed gravity values.
 AI9405
 AI9405;                    North         East    Units  Estimated Accuracy
 AI9405;SPC NJ       -    17,470.      121,150.      MT  (+/- 180 meters Scaled)
 AI9405
 AI9405                          SUPERSEDED SURVEY CONTROL
 AI9405
 AI9405.No superseded survey control is available for this station.
 AI9405
 AI9405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ144157(NAD 83)
 AI9405_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI9405_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI9405_SP_SET: BRIDGE ABUTMENT
 AI9405_STAMPING: 01411382 G 1998
 AI9405_MARK LOGO: USGS  
 AI9405_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9405_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9405+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI9405
 AI9405  HISTORY     - Date     Condition        Report By
 AI9405  HISTORY     - 1998     MONUMENTED       NJGS
 AI9405
 AI9405                          STATION DESCRIPTION
 AI9405
 AI9405'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 AI9405'THE STATION IS LOCATED IN THE CITY OF WILDWOOD, ON THE EAST SIDE OF
 AI9405'THE WESTBOUND LANES OF STATE ROUTE 47, SET FLUSH IN A DRILL HOLE IN
 AI9405'THE EAST END OF THE SOUTHEAST ABUTMENT OF THE BRIDGE CARRYING STATE
 AI9405'ROUTE 47 OVER GRASSY SOUND, STRUCTURE NUMBER 0506150, MILEPOINT 0.92.
 AI9405'THE STATION IS 10.8 M (35.4 FT) NORTHEAST FROM THE CENTERLINE OF THE
 AI9405'BRIDGE ROADWAY, 65.5 M (214.9 FT) SOUTHEAST FROM THE END OF THE
 AI9405'TRAFFIC GATE AT THE EAST END OF THE LIFT SPAN IN THE WESTBOUND LANES
 AI9405'AND 0.15 M (0.49 FT) NORTHEAST FROM THE NORTHEAST FACE OF THE CONCRETE
 AI9405'BALUSTRADE PYLON CONTAINING THE DATE PANEL FOR THE YEAR 1949 AND
 AI9405'STREET LIGHT NUMBER 2.  THE STATION IS A STANDARD U.S. GEOLOGICAL
 AI9405'SURVEY GAGING STATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9406 ***********************************************************************
 AI9406  DESIGNATION -  01411382 H
 AI9406  PID         -  AI9406
 AI9406  STATE/COUNTY-  NJ/CAPE MAY
 AI9406  USGS QUAD   -  WILDWOOD (1972)
 AI9406
 AI9406                         *CURRENT SURVEY CONTROL
 AI9406  ___________________________________________________________________
 AI9406* NAD 83(1986)-  38 59 10.     (N)    074 49 39.     (W)     SCALED    
 AI9406* NAVD 88     -         1.880  (meters)       6.17   (feet)  ADJUSTED  
 AI9406  ___________________________________________________________________
 AI9406  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 AI9406  DYNAMIC HT  -           1.879 (meters)       6.16  (feet)  COMP
 AI9406  MODELED GRAV-     980,052.0   (mgal)                       NAVD 88
 AI9406
 AI9406  VERT ORDER  -  FIRST     CLASS II
 AI9406
 AI9406.The horizontal coordinates were scaled from a topographic map and have
 AI9406.an estimated accuracy of +/- 6 seconds.
 AI9406
 AI9406.The orthometric height was determined by differential leveling
 AI9406.and adjusted by the National Geodetic Survey in March 2001..
 AI9406.No vertical observational check was made to the station.
 AI9406
 AI9406.The geoid height was determined by GEOID03.
 AI9406
 AI9406.The dynamic height is computed by dividing the NAVD 88
 AI9406.geopotential number by the normal gravity value computed on the
 AI9406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9406.degrees latitude (g = 980.6199 gals.).
 AI9406
 AI9406.The modeled gravity was interpolated from observed gravity values.
 AI9406
 AI9406;                    North         East    Units  Estimated Accuracy
 AI9406;SPC NJ       -    17,010.      121,630.      MT  (+/- 180 meters Scaled)
 AI9406
 AI9406                          SUPERSEDED SURVEY CONTROL
 AI9406
 AI9406.No superseded survey control is available for this station.
 AI9406
 AI9406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ149152(NAD 83)
 AI9406_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI9406_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI9406+WITH SETTING: PAVEMENT
 AI9406_SP_SET: GAS SIGN BASE
 AI9406_STAMPING: 01411382 H 1998
 AI9406_MARK LOGO: USGS  
 AI9406_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9406+STABILITY: SURFACE MOTION
 AI9406_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9406+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI9406
 AI9406  HISTORY     - Date     Condition        Report By
 AI9406  HISTORY     - 1998     MONUMENTED       NJGS
 AI9406
 AI9406                          STATION DESCRIPTION
 AI9406
 AI9406'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 AI9406'THE STATION IS LOCATED IN THE CITY OF WILDWOOD ON THE EAST SIDE OF
 AI9406'STATE ROUTE 47.  THE STATION IS SET FLUSH IN A DRILL HOLE AT THE
 AI9406'SOUTHEAST CORNER OF A 1.35 M (4.43 FT) BY 1.95 M (6.40 FT) CONCRETE
 AI9406'BASE FOR A SUNOCO GASOLINE FILLING STATION SIGN NEAR THE NORTHEAST
 AI9406'CORNER OF RIO GRANDE, STATE ROUTE 47 AND PARK BOULEVARD.  THE STATION
 AI9406'IS 27.7 M (90.9 FT) NORTH NORTHEAST FROM THE NORTHEAST CURBLINE OF
 AI9406'PARK BOULEVARD, 4.8 M (15.7 FT) EAST NORTHEAST FROM THE EAST CURBLINE
 AI9406'OF STATE ROUTE 47, 7.5 M (24.6 FT) WEST FROM UTILITY POLE NUMBER
 AI9406'W30023 AND 0.3 M (1.0 FT) ABOVE THE GROUND.  THE STATION IS A STANDARD
 AI9406'U.S.  GEOLOGICAL SURVEY GAGING STATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9713 ***********************************************************************
 AI9713  DESIGNATION -  01411435 A
 AI9713  PID         -  AI9713
 AI9713  STATE/COUNTY-  NJ/CAPE MAY
 AI9713  USGS QUAD   -  WOODBINE (1972)
 AI9713
 AI9713                         *CURRENT SURVEY CONTROL
 AI9713  ___________________________________________________________________
 AI9713* NAD 83(1986)-  39 09 42.     (N)    074 49 58.     (W)     SCALED    
 AI9713* NAVD 88     -         2.299  (meters)       7.54   (feet)  ADJUSTED  
 AI9713  ___________________________________________________________________
 AI9713  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 AI9713  DYNAMIC HT  -           2.298 (meters)       7.54  (feet)  COMP
 AI9713  MODELED GRAV-     980,079.5   (mgal)                       NAVD 88
 AI9713
 AI9713  VERT ORDER  -  FIRST     CLASS II
 AI9713
 AI9713.The horizontal coordinates were scaled from a topographic map and have
 AI9713.an estimated accuracy of +/- 6 seconds.
 AI9713
 AI9713.The orthometric height was determined by differential leveling
 AI9713.and adjusted by the National Geodetic Survey in March 2001..
 AI9713.No vertical observational check was made to the station.
 AI9713
 AI9713.The geoid height was determined by GEOID03.
 AI9713
 AI9713.The dynamic height is computed by dividing the NAVD 88
 AI9713.geopotential number by the normal gravity value computed on the
 AI9713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9713.degrees latitude (g = 980.6199 gals.).
 AI9713
 AI9713.The modeled gravity was interpolated from observed gravity values.
 AI9713
 AI9713;                    North         East    Units  Estimated Accuracy
 AI9713;SPC NJ       -    36,500.      121,240.      MT  (+/- 180 meters Scaled)
 AI9713
 AI9713                          SUPERSEDED SURVEY CONTROL
 AI9713
 AI9713.No superseded survey control is available for this station.
 AI9713
 AI9713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ144347(NAD 83)
 AI9713_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI9713_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI9713_SP_SET: BRIDGE ABUTMENT
 AI9713_STAMPING: 01411435 A 1997
 AI9713_MARK LOGO: USGS  
 AI9713_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9713+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2002
 AI9713
 AI9713  HISTORY     - Date     Condition        Report By
 AI9713  HISTORY     - 1997     MONUMENTED       NJGS
 AI9713  HISTORY     - 20021107 GOOD             NJDEP
 AI9713
 AI9713                          STATION DESCRIPTION
 AI9713
 AI9713'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9713'THE STATION IS LOCATED IN MIDDLE TOWNSHIP ABOUT 1.1 MI (1.8 KM) SOUTH
 AI9713'FROM THE TOWN OF SOUTH DENNIS.  TO REACH THE STATION FROM THE
 AI9713'INTERSECTION OF STATE ROUTE 47 AND STATE ROUTE 83 IN SOUTH DENNIS, GO
 AI9713'SOUTH ON STATE ROUTE 47 FOR 1.6 MI (2.6 KM) TO THE STATION ON THE
 AI9713'RIGHT, SET FLUSH IN A DRILL HOLE IN THE SOUTHWEST ABUTMENT OF THE
 AI9713'BRIDGE CARRYING STATE ROUTE 47 OVER SLUICE CREEK, BRIDGE NUMBER
 AI9713'0507153.  THE STATION IS 22.5 FT (6.9 M) NORTH FROM THE CENTERLINE OF
 AI9713'STATE ROUTE 47, 34.0 FT (10.4 M) NORTH FROM A USGS TIDE TELEMETRY UNIT
 AI9713'ATTACHED TO THE SOUTHEAST WINGWALL OF THE BRIDGE AND 67.2 FT (20.5 M)
 AI9713'NORTH NORTHEAST FROM UTILITY POLE NUMBER BT 52MI.  THE STATION IS A
 AI9713'STANDARD U.S.  GEOLOGICAL SURVEY GAGING STATION DISK.
 AI9713
 AI9713                          STATION RECOVERY (2002)
 AI9713
 AI9713'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2002 (WM)
 AI9713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9722 ***********************************************************************
 AI9722  DESIGNATION -  01412150 A
 AI9722  PID         -  AI9722
 AI9722  STATE/COUNTY-  NJ/CUMBERLAND
 AI9722  USGS QUAD   -  PORT NORRIS (1992)
 AI9722
 AI9722                         *CURRENT SURVEY CONTROL
 AI9722  ___________________________________________________________________
 AI9722* NAD 83(1986)-  39 13 57.     (N)    075 02 05.     (W)     SCALED    
 AI9722* NAVD 88     -         1.422  (meters)       4.67   (feet)  ADJUSTED  
 AI9722  ___________________________________________________________________
 AI9722  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 AI9722  DYNAMIC HT  -           1.421 (meters)       4.66  (feet)  COMP
 AI9722  MODELED GRAV-     980,094.2   (mgal)                       NAVD 88
 AI9722
 AI9722  VERT ORDER  -  FIRST     CLASS II
 AI9722
 AI9722.The horizontal coordinates were scaled from a topographic map and have
 AI9722.an estimated accuracy of +/- 6 seconds.
 AI9722
 AI9722.The orthometric height was determined by differential leveling
 AI9722.and adjusted by the National Geodetic Survey in March 2001..
 AI9722.No vertical observational check was made to the station.
 AI9722
 AI9722.The geoid height was determined by GEOID03.
 AI9722
 AI9722.The dynamic height is computed by dividing the NAVD 88
 AI9722.geopotential number by the normal gravity value computed on the
 AI9722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9722.degrees latitude (g = 980.6199 gals.).
 AI9722
 AI9722.The modeled gravity was interpolated from observed gravity values.
 AI9722
 AI9722;                    North         East    Units  Estimated Accuracy
 AI9722;SPC NJ       -    44,450.      103,840.      MT  (+/- 180 meters Scaled)
 AI9722
 AI9722                          SUPERSEDED SURVEY CONTROL
 AI9722
 AI9722.No superseded survey control is available for this station.
 AI9722
 AI9722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ970425(NAD 83)
 AI9722_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI9722_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI9722+WITH SETTING: PAVEMENT
 AI9722_SP_SET: ANTENNA MAST BASE
 AI9722_STAMPING: 01412150 A 1997
 AI9722_MARK LOGO: USGS  
 AI9722_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9722+STABILITY: SURFACE MOTION
 AI9722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9722+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI9722
 AI9722  HISTORY     - Date     Condition        Report By
 AI9722  HISTORY     - 1997     MONUMENTED       NJGS
 AI9722  HISTORY     - 20031030 GOOD             USGS
 AI9722  HISTORY     - 20041022 POOR             USGS
 AI9722
 AI9722                          STATION DESCRIPTION
 AI9722
 AI9722'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9722'THE STATION IS LOCATED IN COMMERCIAL TOWNSHIP IN THE COMMUNITY OF
 AI9722'BIVALVE ON THE EAST SIDE OF LIGHTHOUSE ROAD, ALSO KNOWN AS HIGH STREET
 AI9722'AND ON THE GROUNDS OF THE LONG REACH MARINA.  TO REACH THE STATION
 AI9722'FROM THE JUNCTION OF STATE ROUTE 47 AND THE SOUTHERN TERMINUS OF STATE
 AI9722'ROUTE 55 AT MILEPOINT 20, GO 2.9 MI (4.7 KM) SOUTH ON STATE ROUTE 47
 AI9722'TO THE JUNCTION WITH STATE ROUTE 347 AT A LEFT WYE TURN. CONTINUE
 AI9722'SOUTH ON STATE ROUTE 47 FOR 0.15 MI (0.24 KM) TO THE JUNCTION WITH
 AI9722'COUNTY ROAD 670.  TURN RIGHT AND GO 1.5 MI (2.4 KM) WEST ON COUNTY
 AI9722'ROAD 670 TO THE JUNCTION WITH BUCKSHUTEM ROAD, COUNTY ROAD 744 AT A
 AI9722'BLINKING YELLOW TRAFFIC LIGHT.  TURN LEFT AND GO SOUTH ON BUKSHUTEM
 AI9722'ROAD, COUNTY ROAD 744 FOR 0.2 MI (0.3 KM) TO THE INTERSECTION WITH
 AI9722'HIGHLAND STREET IN MAURICETOWN.  TURN RIGHT AND GO WEST ON HIGHLAND
 AI9722'STREET FOR 0.85 MI (1.37 KM) TO THE CROSSROADS INTERSECTION WITH
 AI9722'COUNTY ROAD 649 AT A STOP SIGN AND A BLINKING RED TRAFFIC LIGHT.  TURN
 AI9722'LEFT AND GO SOUTH ON COUNTY ROAD 649 FOR 1.2 MI (1.9 KM) TO A STOP
 AI9722'SIGN AT THE SKEWED TEE INTERSECTION WITH NORTH AVENUE.  TURN LEFT AND
 AI9722'CONTINUE SOUTH ON COUNTY ROAD 649 FOR 2.6 MI (4.2 KM) TO THE TEE
 AI9722'JUNCTION WITH MAIN STREET, COUNTY ROAD 553 IN PORT NORRIS.  TURN RIGHT
 AI9722'AND GO 0.05 MI (0.08 KM) NORTHWEST ON COUNTY ROAD 553 TO THE
 AI9722'INTERSECTION WITH MEMORIAL DRIVE.  TURN LEFT AND GO 0.6 MI (1.0 KM)
 AI9722'SOUTH ON MEMORIAL DRIVE TO THE JUNCTION WITH MILLER AVENUE.  TURN
 AI9722'RIGHT AND GO WEST ON MILLER AVENUE FOR 0.25 MI (0.40 KM) TO THE
 AI9722'INTERSECTION WITH HIGH STREET.  TURN LEFT AND GO SOUTH ON HIGH STREET
 AI9722'FOR 0.15 MI (0.24 KM) TO THE STATION ON THE LEFT, SET FLUSH IN A DRILL
 AI9722'HOLE IN THE SOUTH CORNER OF A 2.0 M (6.6 FT) SQUARE CONCRETE BASE OF A
 AI9722'25 M (82.0 FT) HIGH ANTENNA MAST AT THE GENERAL STORE FOR THE LONG
 AI9722'REACH MARINA, A ONE AND ONE HALF STORY FRAME BUILDING, NUMBER 2812.
 AI9722'THE STATION IS 2.8 M (9.2 FT) SOUTH FROM THE WEST CORNER OF THE
 AI9722'GENERAL STORE, 23.6 M (77.4 FT) SOUTHEAST FROM UTILITY POLE NUMBER ACE
 AI9722'2205, 17.9 M (58.7 FT) SOUTHEAST FROM THE CENTERLINE OF LIGHT HOUSE
 AI9722'ROAD, 8.5 M (27.9 FT) NORTHWEST FROM THE SOUTH CORNER OF THE GENERAL
 AI9722'STORE AND 0.3 M (1.0 FT) NORTH FROM THE SOUTH CORNER OF THE 2 M (6.6
 AI9722'FT) SQUARE CONCRETE BASE.  THE STATION IS A STANDARD U.S.  GEOLOGICAL
 AI9722'SURVEY GAGING STATION DISK.
 AI9722
 AI9722                          STATION RECOVERY (2003)
 AI9722
 AI9722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (DSK)
 AI9722'RECOVERED IN GOOD CONDITION.
 AI9722
 AI9722                          STATION RECOVERY (2004)
 AI9722
 AI9722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (PBR)
 AI9722'SURVEYS IN SUCCESSIVE YEARS FOUND SUBSIDENCE OF 0.06 FT - OTHERWISE
 AI9722'MARK OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9723 ***********************************************************************
 AI9723  DESIGNATION -  01412150 C
 AI9723  PID         -  AI9723
 AI9723  STATE/COUNTY-  NJ/CUMBERLAND
 AI9723  USGS QUAD   -  PORT NORRIS (1992)
 AI9723
 AI9723                         *CURRENT SURVEY CONTROL
 AI9723  ___________________________________________________________________
 AI9723* NAD 83(1986)-  39 14 03.     (N)    075 01 56.     (W)     SCALED    
 AI9723* NAVD 88     -         1.503  (meters)       4.93   (feet)  ADJUSTED  
 AI9723  ___________________________________________________________________
 AI9723  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 AI9723  DYNAMIC HT  -           1.502 (meters)       4.93  (feet)  COMP
 AI9723  MODELED GRAV-     980,094.4   (mgal)                       NAVD 88
 AI9723
 AI9723  VERT ORDER  -  FIRST     CLASS II
 AI9723
 AI9723.The horizontal coordinates were scaled from a topographic map and have
 AI9723.an estimated accuracy of +/- 6 seconds.
 AI9723
 AI9723.The orthometric height was determined by differential leveling
 AI9723.and adjusted by the National Geodetic Survey in March 2001..
 AI9723.No vertical observational check was made to the station.
 AI9723
 AI9723.The geoid height was determined by GEOID03.
 AI9723
 AI9723.The dynamic height is computed by dividing the NAVD 88
 AI9723.geopotential number by the normal gravity value computed on the
 AI9723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9723.degrees latitude (g = 980.6199 gals.).
 AI9723
 AI9723.The modeled gravity was interpolated from observed gravity values.
 AI9723
 AI9723;                    North         East    Units  Estimated Accuracy
 AI9723;SPC NJ       -    44,630.      104,050.      MT  (+/- 180 meters Scaled)
 AI9723
 AI9723                          SUPERSEDED SURVEY CONTROL
 AI9723
 AI9723.No superseded survey control is available for this station.
 AI9723
 AI9723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ972427(NAD 83)
 AI9723_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI9723_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI9723+WITH SETTING: PAVEMENT
 AI9723_SP_SET: ANTENNA MAST BASE
 AI9723_STAMPING: 01412150 C 1997
 AI9723_MARK LOGO: NJGS  
 AI9723_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9723_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9723+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI9723
 AI9723  HISTORY     - Date     Condition        Report By
 AI9723  HISTORY     - 1997     MONUMENTED       NJGS
 AI9723  HISTORY     - 20041022 GOOD             USGS
 AI9723
 AI9723                          STATION DESCRIPTION
 AI9723
 AI9723'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9723'THE STATION IS LOCATED IN COMMERCIAL TOWNSHIP IN THE COMMUNITY OF
 AI9723'BIVALVE ON THE EAST SIDE OF MILLER AVENUE AND ON THE GROUNDS OF THE
 AI9723'BIVALVE PACKING COMPANY.  TO REACH THE STATION FROM THE JUNCTION OF
 AI9723'STATE ROUTE 47 AND THE SOUTHERN TERMINUS OF STATE ROUTE 55 AT
 AI9723'MILEPOINT 20, GO 2.9 MI (4.7 KM) SOUTH ON STATE ROUTE 47 TO THE
 AI9723'JUNCTION WITH STATE ROUTE 347 AT A LEFT WYE TURN.  CONTINUE SOUTH ON
 AI9723'STATE ROUTE 47 FOR 0.15 MI (0.24 KM) TO THE JUNCTION WITH COUNTY ROAD
 AI9723'670.  TURN RIGHT AND GO 1.5 MI (2.4 KM) WEST ON COUNTY ROAD 670 TO THE
 AI9723'JUNCTION WITH BUCKSHUTEM ROAD, COUNTY ROAD 744 AT A BLINKING YELLOW
 AI9723'TRAFFIC LIGHT.  CONTINUE WEST AND SOUTH ON COUNTY ROAD 649 FOR 1.95 MI
 AI9723'(3.14 KM) TO A TEE JUNCTION.  TURN LEFT AND CONTINUE ON COUNTY ROAD
 AI9723'649 FOR 2.6 MI (4.2 KM) TO THE TEE JUNCTION WITH MAIN STREET, COUNTY
 AI9723'ROAD 553 IN PORT NORRIS.  TURN RIGHT AND GO 0.05 MI (0.08 KM)
 AI9723'NORTHWEST ON COUNTY ROAD 553 TO THE INTERSECTION WITH MEMORIAL DRIVE.
 AI9723'TURN LEFT AND GO 0.6 MI (1.0 KM) SOUTH ON MEMORIAL DRIVE TO THE
 AI9723'JUNCTION WITH MILLER AVENUE.  TURN RIGHT AND GO WEST ON MILLER AVENUE
 AI9723'FOR 0.15 MI (0.24 KM) TO THE DRIVEWAY AND PARKING LOT FOR THE BIVALVE
 AI9723'PACKING COMPANY ON THE LEFT.  TURN LEFT AND GO SOUTH ACROSS THE
 AI9723'PARKING LOT TO THE STATION AHEAD, SET FLUSH IN A DRILL HOLE IN THE
 AI9723'EAST CORNER OF A 1.5 M (4.9 FT) SQUARE CONCRETE BASE FOR A 25 M (82.0
 AI9723'FT) HIGH ANTENNA MAST, ADJACENT TO THE NORTH CORNER OF THE OFFICE FOR
 AI9723'THE BIVALVE PACKING COMPANY, A ONE STORY BLOCK BUILDING.  THE STATION
 AI9723'IS 46.0 M (150.9 FT) SOUTH FROM STATION BIVALVE, 52.8 M (173.2 FT)
 AI9723'SOUTH SOUTHEAST FROM UTILITY POLE NUMBER B 56314, 0.45 M (1.48 FT)
 AI9723'WEST FROM THE NORTH CORNER OF THE BIVALVE PACKING COMPANY OFFICE AND
 AI9723'10.8 M (35.4 FT) NORTHEAST FROM THE WEST CORNER OF THE SAME OFFICE.
 AI9723'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY GAGING STATION DISK.
 AI9723
 AI9723                          STATION RECOVERY (2004)
 AI9723
 AI9723'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (PBR)
 AI9723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9724 ***********************************************************************
 AI9724  DESIGNATION -  01412150 D
 AI9724  PID         -  AI9724
 AI9724  STATE/COUNTY-  NJ/CUMBERLAND
 AI9724  USGS QUAD   -  PORT NORRIS (1992)
 AI9724
 AI9724                         *CURRENT SURVEY CONTROL
 AI9724  ___________________________________________________________________
 AI9724* NAD 83(1986)-  39 14 43.     (N)    075 01 48.     (W)     SCALED    
 AI9724* NAVD 88     -         3.004  (meters)       9.86   (feet)  ADJUSTED  
 AI9724  ___________________________________________________________________
 AI9724  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 AI9724  DYNAMIC HT  -           3.003 (meters)       9.85  (feet)  COMP
 AI9724  MODELED GRAV-     980,096.6   (mgal)                       NAVD 88
 AI9724
 AI9724  VERT ORDER  -  FIRST     CLASS II
 AI9724
 AI9724.The horizontal coordinates were scaled from a topographic map and have
 AI9724.an estimated accuracy of +/- 6 seconds.
 AI9724
 AI9724.The orthometric height was determined by differential leveling
 AI9724.and adjusted by the National Geodetic Survey in March 2001..
 AI9724.No vertical observational check was made to the station.
 AI9724
 AI9724.The geoid height was determined by GEOID03.
 AI9724
 AI9724.The dynamic height is computed by dividing the NAVD 88
 AI9724.geopotential number by the normal gravity value computed on the
 AI9724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9724.degrees latitude (g = 980.6199 gals.).
 AI9724
 AI9724.The modeled gravity was interpolated from observed gravity values.
 AI9724
 AI9724;                    North         East    Units  Estimated Accuracy
 AI9724;SPC NJ       -    45,860.      104,250.      MT  (+/- 180 meters Scaled)
 AI9724
 AI9724                          SUPERSEDED SURVEY CONTROL
 AI9724
 AI9724.No superseded survey control is available for this station.
 AI9724
 AI9724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ974439(NAD 83)
 AI9724_MARKER: F = FLANGE-ENCASED ROD
 AI9724_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI9724_STAMPING: 01412150 D 1998
 AI9724_MARK LOGO: NGS   
 AI9724_PROJECTION: RECESSED 10 CENTIMETERS
 AI9724_MAGNETIC: I = MARKER IS A STEEL ROD
 AI9724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI9724+STABILITY: POSITION/ELEVATION WELL
 AI9724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9724+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI9724_ROD/PIPE-DEPTH: 25.3 meters
 AI9724_SLEEVE-DEPTH  : 1.3 meters
 AI9724
 AI9724  HISTORY     - Date     Condition        Report By
 AI9724  HISTORY     - 1998     MONUMENTED       NJGS
 AI9724  HISTORY     - 20051117 GOOD             USGS
 AI9724
 AI9724                          STATION DESCRIPTION
 AI9724
 AI9724'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9724'THE STATION IS LOCATED IN COMMERCIAL TOWNSHIP IN THE COMMUNITY OF POR
 AI9724'NORRIS ON THE NORTH SIDE OF MAIN STREET, COUNTY ROAD 553.  TO REACH
 AI9724'THE STATION FORM THE JUNCTION OF STATE ROUTE 47 AND THE SOUTHERN
 AI9724'TERMINUS OF STATE ROUTE 55 AT MILEPOINT 20, GO 2.9 MI (4.7 KM) SOUTH
 AI9724'ON STATE ROUTE 47 TO THE JUNCTION WITH STATE ROUTE 347 AT A LEFT WYE
 AI9724'TURN.  CONTINUE SOUTH ON STATE ROUTE 47 FOR 0.15 MI (0.24 KM) TO THE
 AI9724'JUNCTION WITH COUNTY ROAD 670.  TURN RIGHT AND GO 1.5 MI (2.4 KM) WEST
 AI9724'ON COUNTY ROAD 670 TO THE JUNCTION WITH BUCKSHUTEM ROAD, AT A BLINKING
 AI9724'YELLOW TRAFFIC LIGHT.  TURN LEFT AND GO SOUTH ON BUCKSHUTEM ROAD,
 AI9724'COUNTY ROAD 744 FOR 0.2 MI (0.3 KM) TO THE INTERSECTION WITH HIGHLAND
 AI9724'STREET IN MAURICETOWN.  TURN RIGHT AND GO WEST ON HIGHLAND STREET FOR
 AI9724'0.85 MI (1.37 KM) TO THE CROSSROADS INTERSECTION WITH COUNTY ROAD 649
 AI9724'AT A STOP SIGN AND BLINKING RED TRAFFIC LIGHT.  TURN LEFT AND GO SOUTH
 AI9724'ON COUNTY ROAD 649 FOR 1.2 MI (1.9 KM) TO A STOP SIGN AT THE SKEWED
 AI9724'TEE INTERSECTION WITH NORTH AVENUE.  TURN LEFT AND CONTINUE SOUTH ON
 AI9724'COUNTY ROAD 649 FOR 2.6 MI (4.2 KM) TO THE TEE JUNCTION WITH MAIN
 AI9724'STREET, COUNTY ROAD 553 IN PORT NORRIS.  TURN RIGHT AND GO 0.05 MI
 AI9724'(0.08 KM) NORTHWEST ON COUNTY ROAD 553 TO THE INTERSECTION WITH
 AI9724'MEMORIAL DRIVE AND THE STATION ON THE RIGHT, SET FLUSH BETWEEN THE
 AI9724'CURB AND THE SIDEWALK AT THE NORTHWEST CORNER OF THE INTERSECTION, IN
 AI9724'FRONT OF THE COMMERCIAL TOWNSHIP MUNICIPAL BUILDING, A ONE STORY BRICK
 AI9724'BUILDING.  THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE
 AI9724'LOGO FLANGE WITH ACCESS COVER IS STAMPED 01412150 D 1998 AND IS SET
 AI9724'FLUSH WITH THE GROUND.  THE STATION IS A NINE SIXTEENTHS INCH DIAMETER
 AI9724'STAINLESS STEEL ROD WITH GREASE FILLED SLEEVE DRIVEN TO REFUSAL AT A
 AI9724'DEPTH OF 25.29 M (82.97 FT) AND IS RECESSED ABOUT 0.1 M (0.3 FT) BELOW
 AI9724'THE GROUND.  THE STATION IS 13.3 M (43.6 FT) SOUTHEAST FROM THE
 AI9724'SOUTHEAST CORNER OF THE MUNICIPAL BUILDING, 5.7 M (18.7 FT) WEST
 AI9724'SOUTHWEST FROM THE CENTERLINE OF MEMORIAL DRIVE, 2.5 M (8.2 FT) NORTH
 AI9724'FROM A STOP SIGN WITH WITNESS SIGN ATTACHED, 24.0 M (78.7 FT) WEST AND
 AI9724'ACROSS MEMORIAL DRIVE FROM A PUBLIC TELEPHONE BOOTH AT THE SOUTH EDGE
 AI9724'OF A PARKING LOT FOR THE MUNICIPAL BUILDING, 11.3 M (37.1 FT)
 AI9724'NORTHEAST FROM WOOD UTILITY POLE NUMBER 11028 AND 7.0 M (23.0 FT)
 AI9724'SOUTH FROM THE CENTERLINE OF THE ENTRANCE DRIVE LEADING INTO THE
 AI9724'PARKING LOT IN FRONT OF THE MUNCIPAL BUILDING.
 AI9724
 AI9724                          STATION RECOVERY (2005)
 AI9724
 AI9724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (KMH)
 AI9724'RECOVERED AS DESCRIBED AND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9738 ***********************************************************************
 AI9738  DESIGNATION -  01413038 A
 AI9738  PID         -  AI9738
 AI9738  STATE/COUNTY-  NJ/CUMBERLAND
 AI9738  USGS QUAD   -  SHILOH (1993)
 AI9738
 AI9738                         *CURRENT SURVEY CONTROL
 AI9738  ___________________________________________________________________
 AI9738* NAD 83(1986)-  39 22 49.     (N)    075 21 16.     (W)     SCALED    
 AI9738* NAVD 88     -         1.255  (meters)       4.12   (feet)  ADJUSTED  
 AI9738  ___________________________________________________________________
 AI9738  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 AI9738  DYNAMIC HT  -           1.254 (meters)       4.11  (feet)  COMP
 AI9738  MODELED GRAV-     980,115.8   (mgal)                       NAVD 88
 AI9738
 AI9738  VERT ORDER  -  SECOND    CLASS I
 AI9738
 AI9738.The horizontal coordinates were scaled from a topographic map and have
 AI9738.an estimated accuracy of +/- 6 seconds.
 AI9738
 AI9738.The orthometric height was determined by differential leveling
 AI9738.and adjusted by the National Geodetic Survey in March 2001..
 AI9738.No vertical observational check was made to the station.
 AI9738
 AI9738.The geoid height was determined by GEOID03.
 AI9738
 AI9738.The dynamic height is computed by dividing the NAVD 88
 AI9738.geopotential number by the normal gravity value computed on the
 AI9738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9738.degrees latitude (g = 980.6199 gals.).
 AI9738
 AI9738.The modeled gravity was interpolated from observed gravity values.
 AI9738
 AI9738;                    North         East    Units  Estimated Accuracy
 AI9738;SPC NJ       -    61,060.       76,390.      MT  (+/- 180 meters Scaled)
 AI9738
 AI9738                          SUPERSEDED SURVEY CONTROL
 AI9738
 AI9738.No superseded survey control is available for this station.
 AI9738
 AI9738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ694590(NAD 83)
 AI9738_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI9738_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI9738+WITH SETTING: PAVEMENT
 AI9738_SP_SET: GASOLINE SIGN BASE
 AI9738_STAMPING: 01413038 A 1997
 AI9738_MARK LOGO: USGS  
 AI9738_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9738+STABILITY: SURFACE MOTION
 AI9738_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9738+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI9738
 AI9738  HISTORY     - Date     Condition        Report By
 AI9738  HISTORY     - 1997     MONUMENTED       NJGS
 AI9738  HISTORY     - 20030818 GOOD             USGS
 AI9738  HISTORY     - 20041101 GOOD             USGS
 AI9738  HISTORY     - 20051028 GOOD             USGS
 AI9738
 AI9738                          STATION DESCRIPTION
 AI9738
 AI9738'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9738'THE STATION IS LOCATED IN GREENWICH TOWNSHIP, APPROXIMATELY 6.0 MI
 AI9738'(9.7 KM) SOUTHWEST FROM THE CITY OF BRIDGETON ON THE GROUNDS OF
 AI9738'HANCOCKS HARBOR MARINA.  TO REACH THE STATION FROM THE JUNCTION OF
 AI9738'STATE ROUTES 49 AND 77 IN BRIDGETON, GO WEST ON STATE ROUTE 49 FOR 0.7
 AI9738'MI (1.1 KM) TO THE INTERSECTION WITH SOUTHWEST AVENUE AT A TRAFFIC
 AI9738'LIGHT.  TURN LEFT AND GO 0.1 MI (0.2 KM) ON SOUTHWEST AVENUE TO THE
 AI9738'INTERSECTION WITH BOWENTOWN ROAD, COUNTY ROAD 607 ON THE RIGHT.  TURN
 AI9738'RIGHT AND GO WEST ON COUNTY ROAD 607 FOR 6.1 MI (9.8 KM) TO THE TEE
 AI9738'INTERSECTION WITH MAIN STREET, COUNTY ROAD 623 IN GREENWICH.  TURN
 AI9738'RIGHT AND GO NORTHWEST ON COUNTY ROAD 623 FOR 0.3 MI (0.5 KM) TO THE
 AI9738'INTERSECTION WITH BACONS NECK ROAD, COUNTY ROAD 642 ON THE LEFT.  TURN
 AI9738'LEFT AND GO SOUTH SOUTHWEST ON COUNTY ROAD 642 FOR 1.7 MI (2.7 KM) TO
 AI9738'THE TEE INTERSECTION WITH TINDALL ISLAND ROAD. TURN LEFT AND GO 0.75
 AI9738'MI (1.21 KM) TO A SHARP LEFT TURN.  TURN LEFT AND CONTINUE AHEAD FOR
 AI9738'0.6 MI (1.0 KM) TO THE ENTRANCE TO HANCOCKS HARBOR MARINA.  TURN LEFT
 AI9738'AND GO 100 M (328.1 FT) TO THE BAIT BOX RESTAURANT AND THE STATION ON
 AI9738'THE RIGHT, SET FLUSH IN A DRILL HOLE IN THE CONCRETE BASE OF A GULF
 AI9738'GASOLINE SIGN.  THE STATION IS 17.9 M (58.7 FT) WEST FROM THE TIDE
 AI9738'TELEMETRY UNIT, 16.1 M (52.8 FT) SOUTH SOUTHWEST FROM A UTILITY POLE
 AI9738'WITH A MAIL BOX ATTACHED ABOUT 20 FT (6.1 M) ABOVE THE GROUND AND 19.0
 AI9738'M (62.3 FT) EAST FROM A UTILITY POLE NUMBER ACE CO B 39632.  THE
 AI9738'STATION IS A STANDARD U.S. GEOLOGICAL SURVEY GAGING STATION DISK.
 AI9738
 AI9738                          STATION RECOVERY (2003)
 AI9738
 AI9738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9738'RECOVERED IN GOOD CONDITION.
 AI9738
 AI9738                          STATION RECOVERY (2004)
 AI9738
 AI9738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (PBR)
 AI9738'RECOVERED IN GOOD CONDITION.
 AI9738
 AI9738                          STATION RECOVERY (2005)
 AI9738
 AI9738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (KMH)
 AI9738'GPS COORDINATES N 39,22,49.1 W 75,21,19.8 (NAD83)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9739 ***********************************************************************
 AI9739  DESIGNATION -  01413038 B
 AI9739  PID         -  AI9739
 AI9739  STATE/COUNTY-  NJ/CUMBERLAND
 AI9739  USGS QUAD   -  SHILOH (1993)
 AI9739
 AI9739                         *CURRENT SURVEY CONTROL
 AI9739  ___________________________________________________________________
 AI9739* NAD 83(1986)-  39 22 49.     (N)    075 21 20.     (W)     SCALED    
 AI9739* NAVD 88     -         1.944  (meters)       6.38   (feet)  ADJUSTED  
 AI9739  ___________________________________________________________________
 AI9739  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 AI9739  DYNAMIC HT  -           1.943 (meters)       6.37  (feet)  COMP
 AI9739  MODELED GRAV-     980,115.7   (mgal)                       NAVD 88
 AI9739
 AI9739  VERT ORDER  -  SECOND    CLASS I
 AI9739
 AI9739.The horizontal coordinates were scaled from a topographic map and have
 AI9739.an estimated accuracy of +/- 6 seconds.
 AI9739
 AI9739.The orthometric height was determined by differential leveling
 AI9739.and adjusted by the National Geodetic Survey in March 2001..
 AI9739.No vertical observational check was made to the station.
 AI9739
 AI9739.The geoid height was determined by GEOID03.
 AI9739
 AI9739.The dynamic height is computed by dividing the NAVD 88
 AI9739.geopotential number by the normal gravity value computed on the
 AI9739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9739.degrees latitude (g = 980.6199 gals.).
 AI9739
 AI9739.The modeled gravity was interpolated from observed gravity values.
 AI9739
 AI9739;                    North         East    Units  Estimated Accuracy
 AI9739;SPC NJ       -    61,060.       76,290.      MT  (+/- 180 meters Scaled)
 AI9739
 AI9739                          SUPERSEDED SURVEY CONTROL
 AI9739
 AI9739.No superseded survey control is available for this station.
 AI9739
 AI9739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ693590(NAD 83)
 AI9739_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI9739_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI9739_SP_SET: SLAB
 AI9739_STAMPING: 01413038 B 1997
 AI9739_MARK LOGO: USGS  
 AI9739_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9739_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9739+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2004
 AI9739
 AI9739  HISTORY     - Date     Condition        Report By
 AI9739  HISTORY     - 1997     MONUMENTED       NJGS
 AI9739  HISTORY     - 20041101 GOOD             USGS
 AI9739  HISTORY     - 20051028 GOOD             USGS
 AI9739
 AI9739                          STATION DESCRIPTION
 AI9739
 AI9739'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9739'THE STATION IS LOCATED IN GREENWICH TOWNSHIP, APPROXIMATELY 6.0 MI
 AI9739'(9.7 KM) SOUTHWEST FROM THE CITY OF BRIDGETON ON THE GROUNDS OF
 AI9739'HANCOCKS HARBOR MARINA.  TO REACH THE STATION FROM THE JUNCTION OF
 AI9739'STATE ROUTES 49 AND 77 IN BRIDGETON, GO WEST ON STATE ROUTE 49 FOR 0.7
 AI9739'MI (1.1 KM) TO THE INTERSECTION WITH SOUTHWEST AVENUE AT A TRAFFIC
 AI9739'LIGHT.  TURN LEFT AND GO 0.1 MI (0.2 KM) ON SOUTHWEST AVENUE TO THE
 AI9739'INTERSECTION WITH BOWENTOWN ROAD, COUNTY ROAD 607 ON THE RIGHT.  TURN
 AI9739'RIGHT AND GO WEST ON COUNTY ROAD 607 FOR 6.1 MI (9.8 KM) TO THE TEE
 AI9739'INTERSECTION WITH MAIN STREET, COUNTY ROAD 623 IN GREENWICH.  TURN
 AI9739'RIGHT AND GO NORTHWEST ON COUNTY ROAD 623 FOR 0.3 MI (0.5 KM) TO THE
 AI9739'TEE INTERSECTION WITH BACONS NECK ROAD, COUNTY ROAD 642 ON THE LEFT.
 AI9739'TURN LEFT AND GO SOUTH SOUTHWEST ON COUNTY ROAD 642 FOR 1.7 MI (2.7
 AI9739'KM) TO THE TEE INTERSECTION WITH TINDALL ISLAND ROAD.  TURN LEFT AND
 AI9739'GO 0.75 MI (1.21 KM) TO A SHARP LEFT TURN.  TURN LEFT AND CONTINUE
 AI9739'AHEAD FOR 0.6 MI (1.0 KM) TO THE ENTRANCE TO HANCOCKS HARBOR MARINA.
 AI9739'TURN LEFT AND GO 150 M (492.1 FT) TO THE STATION ON THE RIGHT, SET
 AI9739'FLUSH IN A DRILL HOLE IN A CONCRETE SLAB IN THE REAR OF THE HANCOCKS
 AI9739'HARBOR STORE.  THE STATION IS 8.1 M (26.6 FT) SOUTH FROM UTILITY POLE
 AI9739'NUMBER B 61338, 25.75 M (84.48 FT) NORTH FROM UTILITY POLE NUMBER B
 AI9739'61337, 1.6 M (5.2 FT) WEST FROM THE WEST ALCOVE WALL OF THE STORE, 2.8
 AI9739'M (9.2 FT) SOUTH FROM THE NORTH ALCOVE WALL OF THE STORE AND 2.0 M
 AI9739'(6.6 FT) NORTH FROM THE SOUTH ALCOVE WALL OF THE STORE.  THE STATION
 AI9739'IS A STANDARD U.S.  GEOLOGICAL SURVEY GAGING STATION DISK.
 AI9739
 AI9739                          STATION RECOVERY (2004)
 AI9739
 AI9739'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (PBR)
 AI9739'RECOVERED IN GOOD CONDITION.
 AI9739
 AI9739                          STATION RECOVERY (2005)
 AI9739
 AI9739'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (KMH)
 AI9739'GPS COORDINATES N 39,22,46.0 W 075,21,21.5 (NAD83)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9740 ***********************************************************************
 AI9740  DESIGNATION -  01413038 C
 AI9740  PID         -  AI9740
 AI9740  STATE/COUNTY-  NJ/CUMBERLAND
 AI9740  USGS QUAD   -  SHILOH (1993)
 AI9740
 AI9740                         *CURRENT SURVEY CONTROL
 AI9740  ___________________________________________________________________
 AI9740* NAD 83(1986)-  39 22 50.     (N)    075 21 18.     (W)     SCALED    
 AI9740* NAVD 88     -         1.569  (meters)       5.15   (feet)  ADJUSTED  
 AI9740  ___________________________________________________________________
 AI9740  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 AI9740  DYNAMIC HT  -           1.568 (meters)       5.14  (feet)  COMP
 AI9740  MODELED GRAV-     980,115.7   (mgal)                       NAVD 88
 AI9740
 AI9740  VERT ORDER  -  SECOND    CLASS I
 AI9740
 AI9740.The horizontal coordinates were scaled from a topographic map and have
 AI9740.an estimated accuracy of +/- 6 seconds.
 AI9740
 AI9740.The orthometric height was determined by differential leveling
 AI9740.and adjusted by the National Geodetic Survey in March 2001..
 AI9740.No vertical observational check was made to the station.
 AI9740
 AI9740.The geoid height was determined by GEOID03.
 AI9740
 AI9740.The dynamic height is computed by dividing the NAVD 88
 AI9740.geopotential number by the normal gravity value computed on the
 AI9740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9740.degrees latitude (g = 980.6199 gals.).
 AI9740
 AI9740.The modeled gravity was interpolated from observed gravity values.
 AI9740
 AI9740;                    North         East    Units  Estimated Accuracy
 AI9740;SPC NJ       -    61,090.       76,340.      MT  (+/- 180 meters Scaled)
 AI9740
 AI9740                          SUPERSEDED SURVEY CONTROL
 AI9740
 AI9740.No superseded survey control is available for this station.
 AI9740
 AI9740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ694590(NAD 83)
 AI9740_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI9740_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI9740+WITH SETTING: PAVEMENT
 AI9740_SP_SET: GAS STORAGE TANK BASE
 AI9740_STAMPING: 01413038 C 1997
 AI9740_MARK LOGO: USGS  
 AI9740_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9740+STABILITY: SURFACE MOTION
 AI9740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9740+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI9740
 AI9740  HISTORY     - Date     Condition        Report By
 AI9740  HISTORY     - 1997     MONUMENTED       NJGS
 AI9740  HISTORY     - 20041101 GOOD             USGS
 AI9740  HISTORY     - 20051028 GOOD             USGS
 AI9740
 AI9740                          STATION DESCRIPTION
 AI9740
 AI9740'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9740'THE STATION IS LOCATED IN GREENWICH TOWNSHIP, APPROXIMATELY 6.0 MI
 AI9740'(9.7 KM) SOUTHWEST FROM THE CITY OF BRIDGETON ON THE GROUNDS OF
 AI9740'HANCOCKS HARBOR MARINA.  TO REACH THE STATION FROM THE JUNCTION OF
 AI9740'STATE ROUTES 49 AND 77 IN BRIDGETON, GO WEST ON STATE ROUTE 49 FOR 0.7
 AI9740'MI (1.1 KM) TO THE INTERSECTION WITH SOUTHWEST AVENUE AT A TRAFFIC
 AI9740'LIGHT.  TURN LEFT AND GO 0.1 MI (0.2 KM) ON SOUTHWEST AVENUE TO THE
 AI9740'INTERSECTION WITH BOWENTOWN ROAD, COUNTY ROAD 607 ON THE RIGHT.  TURN
 AI9740'RIGHT AND GO WEST ON COUNTY ROAD 607 FOR 6.1 MI (9.8 KM) TO THE TEE
 AI9740'INTERSECTION WITH MAIN STREET, COUNTY ROAD 623 IN GREENWICH.  TURN
 AI9740'RIGHT AND GO NORTHWEST ON COUNTY ROAD 623 FOR 0.3 MI (0.5 KM) TO THE
 AI9740'TEE INTERSECTION WITH BACONS NECK ROAD, COUNTY ROAD 642 ON THE LEFT.
 AI9740'TURN LEFT AND GO SOUTH SOUTHWEST ON COUNTY ROAD 642 FOR 1.7 MI (2.7
 AI9740'KM) TO THE TEE INTERSECTION WITH TINDALL ISLAND ROAD.  TURN LEFT AND
 AI9740'GO 0.75 MI (1.21 KM) TO A SHARP LEFT TURN.  TURN LEFT AND CONTINUE
 AI9740'AHEAD FOR 0.6 MI (1.0 KM) TO THE ENTRANCE TO HANCOCKS HARBOR MARINA.
 AI9740'TURN LEFT AND GO 200 M (656.2 FT) TO THE STATION ON THE RIGHT, SET
 AI9740'FLUSH IN A DRILL HOLE IN THE CONCRETE BASE OF A 5.0 M (16.4 FT) LONG
 AI9740'BY 1.0 M (3.3 FT) WIDE ABOVE GROUND PROPANE GAS STORAGE TANK IN THE
 AI9740'REAR OF THE BAIT BOX RESTAURANT.  THE STATION IS 13.8 M (45.3 FT) EAST
 AI9740'FROM THE NORTH CORNER OF THE RESTAURANT, 16.1 M (52.8 FT) NORTH FROM
 AI9740'THE EAST CORNER OF THE RESTAURANT, 11.5 M (37.7 FT) NORTHWEST FROM A
 AI9740'WOOD LIGHT POLE AND 13.1 M (43.0 FT) SOUTHEAST FROM A CONCRETE BLOCK
 AI9740'ADDITION NEAR THE NORTHWEST END OF THE PROPANE GAS STORAGE TANK.  THE
 AI9740'STATION IS A STANDARD U.S. GEOLOGICAL SURVEY GAGING STATION DISK.
 AI9740
 AI9740                          STATION RECOVERY (2004)
 AI9740
 AI9740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (PBR)
 AI9740'RECOVERED IN GOOD CONDITION.
 AI9740
 AI9740                          STATION RECOVERY (2005)
 AI9740
 AI9740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (KMH)
 AI9740'GPS COORDINATES N 39,22,46.9 W 075,21,20.4 (NAD83)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9741 ***********************************************************************
 AI9741  DESIGNATION -  01413038 D
 AI9741  PID         -  AI9741
 AI9741  STATE/COUNTY-  NJ/CUMBERLAND
 AI9741  USGS QUAD   -  SHILOH (1993)
 AI9741
 AI9741                         *CURRENT SURVEY CONTROL
 AI9741  ___________________________________________________________________
 AI9741* NAD 83(1986)-  39 22 42.     (N)    075 21 23.     (W)     SCALED    
 AI9741* NAVD 88     -         1.487  (meters)       4.88   (feet)  ADJUSTED  
 AI9741  ___________________________________________________________________
 AI9741  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AI9741  DYNAMIC HT  -           1.486 (meters)       4.88  (feet)  COMP
 AI9741  MODELED GRAV-     980,115.6   (mgal)                       NAVD 88
 AI9741
 AI9741  VERT ORDER  -  SECOND    CLASS I
 AI9741
 AI9741.The horizontal coordinates were scaled from a topographic map and have
 AI9741.an estimated accuracy of +/- 6 seconds.
 AI9741
 AI9741.The orthometric height was determined by differential leveling
 AI9741.and adjusted by the National Geodetic Survey in March 2001..
 AI9741.No vertical observational check was made to the station.
 AI9741
 AI9741.The geoid height was determined by GEOID03.
 AI9741
 AI9741.The dynamic height is computed by dividing the NAVD 88
 AI9741.geopotential number by the normal gravity value computed on the
 AI9741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9741.degrees latitude (g = 980.6199 gals.).
 AI9741
 AI9741.The modeled gravity was interpolated from observed gravity values.
 AI9741
 AI9741;                    North         East    Units  Estimated Accuracy
 AI9741;SPC NJ       -    60,850.       76,220.      MT  (+/- 180 meters Scaled)
 AI9741
 AI9741                          SUPERSEDED SURVEY CONTROL
 AI9741
 AI9741.No superseded survey control is available for this station.
 AI9741
 AI9741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ693588(NAD 83)
 AI9741_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI9741_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI9741+WITH SETTING: PAVEMENT
 AI9741_SP_SET: LIGHT BASE
 AI9741_STAMPING: 01413038 D 1997
 AI9741_MARK LOGO: USGS  
 AI9741_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9741+STABILITY: SURFACE MOTION
 AI9741_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9741+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI9741
 AI9741  HISTORY     - Date     Condition        Report By
 AI9741  HISTORY     - 1997     MONUMENTED       NJGS
 AI9741  HISTORY     - 20041101 GOOD             USGS
 AI9741  HISTORY     - 20051028 GOOD             USGS
 AI9741
 AI9741                          STATION DESCRIPTION
 AI9741
 AI9741'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9741'THE STATION IS LOCATED IN GREENWICH TOWNSHIP, APPROXIMATELY 6.0 MI
 AI9741'(9.7 KM) SOUTHWEST FROM THE CITY OF BRIDGETON ON THE GROUNDS OF
 AI9741'HANCOCKS HARBOR MARINA.  TO REACH THE STATION FROM THE JUNCTION OF
 AI9741'STATE ROUTES 49 AND 77 IN BRIDGETON, GO WEST ON STATE ROUTE 49 FOR 0.7
 AI9741'MI (1.1 KM) TO THE INTERSECTION WITH SOUTHWEST AVENUE AT A TRAFFIC
 AI9741'LIGHT.  TURN LEFT AND GO 0.1 MI (0.2 KM) ON SOUTHWEST AVENUE TO THE
 AI9741'INTERSECTION WITH BOWENTOWN ROAD, COUNTY ROAD 607 ON THE RIGHT.  TURN
 AI9741'RIGHT AND GO WEST ON COUNTY ROAD 607 FOR 6.1 MI (9.8 KM) TO THE TEE
 AI9741'INTERSECTION WITH MAIN STREET, COUNTY ROAD 623 IN GREENWICH.  TURN
 AI9741'RIGHT AND GO NORTHWEST ON COUNTY ROAD 623 FOR 0.3 MI (0.5 KM) TO THE
 AI9741'TEE INTERSECTION WITH BACONS NECK ROAD, COUNTY ROAD 642 ON THE LEFT.
 AI9741'TURN LEFT AND GO SOUTH SOUTHWEST ON COUNTY ROAD 642 FOR 1.7 MI (2.7
 AI9741'KM) TO THE TEE INTERSECTION WITH TINDALL ISLAND ROAD.  TURN LEFT AND
 AI9741'GO 0.75 MI (1.21 KM) TO A SHARP LEFT TURN.  TURN LEFT AND CONTINUE
 AI9741'AHEAD FOR 0.6 MI (1.0 KM) TO THE ENTRANCE TO HANCOCKS HARBOR MARINA
 AI9741'AND THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE NORTH
 AI9741'CORNER OF THE CONCRETE BASE FOR A BLACK PAINTED STEEL RANGE LIGHT
 AI9741'TOWER.  THE STATION IS 28 M (91.9 FT) NORTHWEST FROM UTILITY POLE
 AI9741'NUMBER B 36310, 13.6 M (44.6 FT) NORTH NORTHEAST FROM THE CENTERLINE
 AI9741'OF TINDALL ISLAND ROAD AND 33.3 M (109.3 FT) WEST FROM UTILITY POLE
 AI9741'NUMBER B 53776.  THE STATION IS A STANDARD U.S.  GEOLOGICAL SURVEY
 AI9741'GAGING STATION DISK.
 AI9741
 AI9741                          STATION RECOVERY (2004)
 AI9741
 AI9741'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (PBR)
 AI9741'RECOVERED IN GOOD CONDITION.
 AI9741
 AI9741                          STATION RECOVERY (2005)
 AI9741
 AI9741'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (KMH)
 AI9741'GPS COORDINATES N 39,22,42.4 W 075,21,22.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9742 ***********************************************************************
 AI9742  DESIGNATION -  01413038 E
 AI9742  PID         -  AI9742
 AI9742  STATE/COUNTY-  NJ/CUMBERLAND
 AI9742  USGS QUAD   -  SHILOH (1993)
 AI9742
 AI9742                         *CURRENT SURVEY CONTROL
 AI9742  ___________________________________________________________________
 AI9742* NAD 83(1986)-  39 22 30.     (N)    075 21 23.     (W)     SCALED    
 AI9742* NAVD 88     -         1.266  (meters)       4.15   (feet)  ADJUSTED  
 AI9742  ___________________________________________________________________
 AI9742  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AI9742  DYNAMIC HT  -           1.265 (meters)       4.15  (feet)  COMP
 AI9742  MODELED GRAV-     980,115.4   (mgal)                       NAVD 88
 AI9742
 AI9742  VERT ORDER  -  SECOND    CLASS I
 AI9742
 AI9742.The horizontal coordinates were scaled from a topographic map and have
 AI9742.an estimated accuracy of +/- 6 seconds.
 AI9742
 AI9742.The orthometric height was determined by differential leveling
 AI9742.and adjusted by the National Geodetic Survey in March 2001..
 AI9742.No vertical observational check was made to the station.
 AI9742
 AI9742.The geoid height was determined by GEOID03.
 AI9742
 AI9742.The dynamic height is computed by dividing the NAVD 88
 AI9742.geopotential number by the normal gravity value computed on the
 AI9742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9742.degrees latitude (g = 980.6199 gals.).
 AI9742
 AI9742.The modeled gravity was interpolated from observed gravity values.
 AI9742
 AI9742;                    North         East    Units  Estimated Accuracy
 AI9742;SPC NJ       -    60,480.       76,210.      MT  (+/- 180 meters Scaled)
 AI9742
 AI9742                          SUPERSEDED SURVEY CONTROL
 AI9742
 AI9742.No superseded survey control is available for this station.
 AI9742
 AI9742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ693584(NAD 83)
 AI9742_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI9742_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI9742_SP_SET: BOAT CRANE BASE
 AI9742_STAMPING: 01413038 E 1997
 AI9742_MARK LOGO: USGS  
 AI9742_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9742+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2004
 AI9742
 AI9742  HISTORY     - Date     Condition        Report By
 AI9742  HISTORY     - 1997     MONUMENTED       NJGS
 AI9742  HISTORY     - 20041101 GOOD             USGS
 AI9742
 AI9742                          STATION DESCRIPTION
 AI9742
 AI9742'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9742'THE STATION IS LOCATED IN GREENWICH TOWNSHIP, APPROXIMATELY 6.0 MI
 AI9742'(9.7 KM) SOUTHWEST FROM THE CITY OF BRIDGETON ON THE GROUNDS OF
 AI9742'HANCOCKS HARBOR MARINA.  TO REACH THE STATION FROM THE JUNCTION OF
 AI9742'STATE ROUTES 49 AND 77 IN BRIDGETON, GO WEST ON STATE ROUTE 49 FOR 0.7
 AI9742'MI (1.1 KM) TO THE INTERSECTION WITH SOUTHWEST AVENUE AT A TRAFFIC
 AI9742'LIGHT.  TURN LEFT AND GO 0.1 MI (0.2 KM) ON SOUTHWEST AVENUE TO THE
 AI9742'INTERSECTION WITH BOWENTOWN ROAD, COUNTY ROAD 607 ON THE RIGHT.  TURN
 AI9742'RIGHT AND GO WEST ON COUNTY ROAD 607 FOR 6.1 MI (9.8 KM) TO THE TEE
 AI9742'INTERSECTION WITH MAIN STREET, COUNTY ROAD 623 IN GREENWICH.  TURN
 AI9742'RIGHT AND GO NORTHWEST ON COUNTY ROAD 623 FOR 0.3 MI (0.5 KM) TO THE
 AI9742'TEE INTERSECTION WITH BACONS NECK ROAD, COUNTY ROAD 642 ON THE LEFT.
 AI9742'TURN LEFT AND GO SOUTH SOUTHWEST ON COUNTY ROAD 642 FOR 1.7 MI (2.7
 AI9742'KM) TO THE TEE INTERSECTION WITH TINDALL ISLAND ROAD.  TURN LEFT AND
 AI9742'GO 0.75 MI (1.21 KM) TO A SHARP LEFT TURN.  TURN LEFT AND CONTINUE
 AI9742'AHEAD FOR 0.6 MI (1.0 KM) TO THE ENTRANCE TO HANCOCKS HARBOR MARINA.
 AI9742'TURN RIGHT AND GO 200 M (656.2 FT) TO THE STATION ON THE LEFT, SET
 AI9742'FLUSH IN A DRILL HOLE AT THE NORTH EDGE OF THE CONCRETE FOUNDATION OF
 AI9742'THE 50 TON BOAT CRANE.  THE STATION IS 9.5 M (31.2 FT) SOUTH FROM A
 AI9742'WOOD UTILITY POLE WITH NO NUMBER NEAR A MOBILE HOME, 0.3 M (1.0 FT)
 AI9742'EAST FROM THE WEST EDGE OF THE CONCRETE FOUNDATION, 3.7 M (12.1 FT)
 AI9742'SOUTH FROM THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION AND 12.2 M
 AI9742'(40.0 FT) WEST FROM THE EAST EDGE OF THE CONCRETE FOUNDATION.  THE
 AI9742'STATION IS A STANDARD U.S GEOLOGICAL SURVEY GAGING STATION DISK.
 AI9742
 AI9742                          STATION RECOVERY (2004)
 AI9742
 AI9742'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (PBR)
 AI9742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9752 ***********************************************************************
 AI9752  DESIGNATION -  01413038 F
 AI9752  PID         -  AI9752
 AI9752  STATE/COUNTY-  NJ/CUMBERLAND
 AI9752  USGS QUAD   -  SHILOH (1993)
 AI9752
 AI9752                         *CURRENT SURVEY CONTROL
 AI9752  ___________________________________________________________________
 AI9752* NAD 83(1986)-  39 22 48.     (N)    075 22 05.     (W)     SCALED    
 AI9752* NAVD 88     -         4.589  (meters)      15.06   (feet)  ADJUSTED  
 AI9752  ___________________________________________________________________
 AI9752  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 AI9752  DYNAMIC HT  -           4.587 (meters)      15.05  (feet)  COMP
 AI9752  MODELED GRAV-     980,115.1   (mgal)                       NAVD 88
 AI9752
 AI9752  VERT ORDER  -  SECOND    CLASS I
 AI9752
 AI9752.The horizontal coordinates were scaled from a topographic map and have
 AI9752.an estimated accuracy of +/- 6 seconds.
 AI9752
 AI9752.The orthometric height was determined by differential leveling
 AI9752.and adjusted by the National Geodetic Survey in March 2001..
 AI9752.No vertical observational check was made to the station.
 AI9752
 AI9752.The geoid height was determined by GEOID03.
 AI9752
 AI9752.The dynamic height is computed by dividing the NAVD 88
 AI9752.geopotential number by the normal gravity value computed on the
 AI9752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9752.degrees latitude (g = 980.6199 gals.).
 AI9752
 AI9752.The modeled gravity was interpolated from observed gravity values.
 AI9752
 AI9752;                    North         East    Units  Estimated Accuracy
 AI9752;SPC NJ       -    61,040.       75,210.      MT  (+/- 180 meters Scaled)
 AI9752
 AI9752                          SUPERSEDED SURVEY CONTROL
 AI9752
 AI9752.No superseded survey control is available for this station.
 AI9752
 AI9752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ683590(NAD 83)
 AI9752_MARKER: F = FLANGE-ENCASED ROD
 AI9752_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI9752_STAMPING: 01413038 F 1998
 AI9752_MARK LOGO: NGS   
 AI9752_PROJECTION: RECESSED 10 CENTIMETERS
 AI9752_MAGNETIC: I = MARKER IS A STEEL ROD
 AI9752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI9752+STABILITY: POSITION/ELEVATION WELL
 AI9752_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9752+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI9752_ROD/PIPE-DEPTH: 18.0 meters
 AI9752_SLEEVE-DEPTH  : 8.3 meters
 AI9752
 AI9752  HISTORY     - Date     Condition        Report By
 AI9752  HISTORY     - 1998     MONUMENTED       NJGS
 AI9752  HISTORY     - 20051028 GOOD             USGS
 AI9752
 AI9752                          STATION DESCRIPTION
 AI9752
 AI9752'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9752'THE STATION IS LOCATED IN GREENWICH TOWNSHIP ON THE WEST SIDE OF
 AI9752'TINDALL ISLAND ROAD, APPROXIMATELY 6.0 MI (9.7 KM) SOUTHWEST FROM THE
 AI9752'CITY OF BRIDGETON AND ON PRIVATE PROPERTY.  PERMISSION TO OCCUPY THE
 AI9752'STATION SHOULD BE OBTAINED FROM MR.  RONALD FARINA, 351 TINDALL ISLAND
 AI9752'ROAD, GREENWICH, NEW JERSEY 08323, PHONE 609 453 5097.  TO REACH THE
 AI9752'STATION FROM THE JUNCTION OF STATE ROUTES 49 AND 77 IN BRIDGETON, GO
 AI9752'WEST ON STATE ROUTE 49 FOR 0.7 MI (1.1 KM) TO THE INTERSECTION WITH
 AI9752'SOUTHWEST AVENUE AT A TRAFFIC LIGHT.  TURN LEFT AND GO 0.1 MI (0.2 KM)
 AI9752'ON SOUTHWEST AVENUE TO THE INTERSECTION WITH BOWENTOWN ROAD, COUNTY
 AI9752'ROAD 607 ON THE RIGHT.  TURN RIGHT AND GO WEST ON COUNTY ROAD 607 FOR
 AI9752'6.1 MI (9.8 KM) TO THE TEE INTERSECTION WITH MAIN STREET, COUNTY ROAD
 AI9752'623 IN GREENWICH.  TURN RIGHT AND GO NORTHWEST ON COUNTY ROAD 623 FOR
 AI9752'0.3 MI (0.5 KM) TO THE TEE INTERSECTION WITH BACONS NECK ROAD, COUNTY
 AI9752'ROAD 642 ON THE LEFT. TURN LEFT AND GO SOUTH SOUTHWEST ON COUNTY ROAD
 AI9752'642 FOR 1.7 MI (2.7 KM) TO THE TEE INTERSECTION WITH TINDALL ISLAND
 AI9752'ROAD.  TURN LEFT AND GO SOUTHEAST ON TINDALL ISLAND ROAD FOR 0.60 MI
 AI9752'(0.97 KM) TO THE STATION ON THE RIGHT, SET AT THE SOUTH EDGE OF A SAND
 AI9752'ROAD LEADING WEST, NORTH OF A HEDGEROW AND IN LINE WITH SEVERAL WOOD
 AI9752'UTILITY POLES.  THE STATION IS ALSO ABOUT 0.15 MI (0.24 KM) NORTH FROM
 AI9752'A SHARP LEFT TURN IN THE ROAD.  THE STATION IS A STANDARD NGS THREE
 AI9752'DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS COVER IS STAMPED
 AI9752'01413038 F 1998 AND IS SET FLUSH WITH THE GROUND.  THE STATION IS A
 AI9752'NINE SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD WITH GREASE FILLED
 AI9752'SLEEVE DRIVEN TO REFUSAL AT A DEPTH OF 17.98 M (58.99 FT) AND IS
 AI9752'RECESSED ABOUT 0.1 M (0.3 FT) BELOW THE GROUND.  THE STATION IS 6.2 M
 AI9752'(20.3 FT) WEST FROM THE CENTERLINE OF TINDALL ISLAND ROAD, 3.1 M (10.2
 AI9752'FT) NORTH FROM WOOD UTILITY POLE NUMBER BT 18 C GR B22488 WITH WITNESS
 AI9752'SIGN ATTACHED, 7.9 M (25.9 FT) EAST FROM A GUY WOOD UTILITY POLE WITH
 AI9752'NO NUMBER, 4.1 M (13.5 FT) SOUTH FROM THE CENTERLINE OF THE SAND ROAD
 AI9752'LEADING WEST AND 15.6 M (51.2 FT) NORTH FROM THE CENTERLINE OF THE
 AI9752'DRIVEWAY LEADING TO HOUSE NUMBER 351, A TWO AND ONE HALF STORY FRAME
 AI9752'DWELLING.
 AI9752
 AI9752                          STATION RECOVERY (2005)
 AI9752
 AI9752'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (KMH)
 AI9752'GPS COORDINATES N 39,22,44.2 W 075,22,05.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9754 ***********************************************************************
 AI9754  DESIGNATION -  01464598 A
 AI9754  PID         -  AI9754
 AI9754  STATE/COUNTY-  NJ/BURLINGTON
 AI9754  USGS QUAD   -  BEVERLY (1973)
 AI9754
 AI9754                         *CURRENT SURVEY CONTROL
 AI9754  ___________________________________________________________________
 AI9754* NAD 83(1986)-  40 04 29.     (N)    074 52 33.     (W)     SCALED    
 AI9754* NAVD 88     -         2.938  (meters)       9.64   (feet)  ADJUSTED  
 AI9754  ___________________________________________________________________
 AI9754  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 AI9754  DYNAMIC HT  -           2.936 (meters)       9.63  (feet)  COMP
 AI9754  MODELED GRAV-     980,192.2   (mgal)                       NAVD 88
 AI9754
 AI9754  VERT ORDER  -  FIRST     CLASS II
 AI9754
 AI9754.The horizontal coordinates were scaled from a topographic map and have
 AI9754.an estimated accuracy of +/- 6 seconds.
 AI9754
 AI9754.The orthometric height was determined by differential leveling
 AI9754.and adjusted by the National Geodetic Survey in March 2001..
 AI9754.No vertical observational check was made to the station.
 AI9754
 AI9754.The geoid height was determined by GEOID03.
 AI9754
 AI9754.The dynamic height is computed by dividing the NAVD 88
 AI9754.geopotential number by the normal gravity value computed on the
 AI9754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9754.degrees latitude (g = 980.6199 gals.).
 AI9754
 AI9754.The modeled gravity was interpolated from observed gravity values.
 AI9754
 AI9754;                    North         East    Units  Estimated Accuracy
 AI9754;SPC NJ       -   137,880.      117,940.      MT  (+/- 180 meters Scaled)
 AI9754
 AI9754                          SUPERSEDED SURVEY CONTROL
 AI9754
 AI9754.No superseded survey control is available for this station.
 AI9754
 AI9754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK105360(NAD 83)
 AI9754_MARKER: DD = SURVEY DISK
 AI9754_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AI9754_SP_SET: ELECTRIC TOWER BASE
 AI9754_STAMPING: 01464598 A 1998
 AI9754_MARK LOGO: USGS  
 AI9754_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9754_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI9754+STABILITY: POSITION/ELEVATION WELL
 AI9754_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9754+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI9754
 AI9754  HISTORY     - Date     Condition        Report By
 AI9754  HISTORY     - 1998     MONUMENTED       NJGS
 AI9754
 AI9754                          STATION DESCRIPTION
 AI9754
 AI9754'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 AI9754'THE STATION IS LOCATED IN THE CITY OF BURLINGTON ON THE GROUNDS OF THE
 AI9754'PUBLIC SERVICE ELECTRIC AND GAS COMPANY BURLINGTON GENERATING STATION.
 AI9754'TO REACH THE STATION FROM THE TOLL BOOTHS ON THE NEW JERSEY SIDE OF
 AI9754'THE BURLINGTON BRISTOL BRIDGE, CARRYING STATE ROUTE 413, ALSO KNOWN AS
 AI9754'KEIM BOULEVARD, OVER THE DELAWARE RIVER, GO SOUTH ON KEIM BOULEVARD
 AI9754'FOR 0.1 MI (0.2 KM) TO THE JUNCTION WITH WEST BROAD STREET ON THE
 AI9754'RIGHT.  TURN RIGHT AND GO WEST ON WEST BROAD STREET FOR 0.5 MI (0.8
 AI9754'KM) TO THE PAVED ENTRANCE ROAD LEADING TO THE BURLINGTON GENERATING
 AI9754'STATION ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE PAVED ENTRANCE
 AI9754'ROAD, PASSING THROUGH AN AUTOMATED SECURITY GATE, FOR 0.08 MI (0.13
 AI9754'KM) TO THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN THE
 AI9754'CONCRETE FOUNDATION OF THE NORTHWEST LEG OF THE LARGER OF TWO STEEL
 AI9754'LATTICE ELECTRIC TRANSMISSION LINE TOWERS.  THE STATION IS 16.2 M
 AI9754'(53.1 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF PAVEMENT OF THE
 AI9754'ENTRANCE ROAD, 26.6 M (87.3 FT) SOUTHEAST AND ACROSS THE ROAD FROM
 AI9754'WOOD UTILITY POLE NUMBER 3083 E 61912 AND 35.1 M (115.2 FT) EAST AND
 AI9754'ACROSS THE ROAD FROM WOOD UTILITY POLE NUMBER 3014.  THE STATION IS A
 AI9754'STANDARD U.S.  GEOLOGICAL SURVEY GAGING STATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9755 ***********************************************************************
 AI9755  DESIGNATION -  01464598 B
 AI9755  PID         -  AI9755
 AI9755  STATE/COUNTY-  NJ/BURLINGTON
 AI9755  USGS QUAD   -  BEVERLY (1973)
 AI9755
 AI9755                         *CURRENT SURVEY CONTROL
 AI9755  ___________________________________________________________________
 AI9755* NAD 83(1986)-  40 04 33.     (N)    074 52 48.     (W)     SCALED    
 AI9755* NAVD 88     -         3.806  (meters)      12.49   (feet)  ADJUSTED  
 AI9755  ___________________________________________________________________
 AI9755  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 AI9755  DYNAMIC HT  -           3.804 (meters)      12.48  (feet)  COMP
 AI9755  MODELED GRAV-     980,191.7   (mgal)                       NAVD 88
 AI9755
 AI9755  VERT ORDER  -  FIRST     CLASS II
 AI9755
 AI9755.The horizontal coordinates were scaled from a topographic map and have
 AI9755.an estimated accuracy of +/- 6 seconds.
 AI9755
 AI9755.The orthometric height was determined by differential leveling
 AI9755.and adjusted by the National Geodetic Survey in March 2001..
 AI9755.No vertical observational check was made to the station.
 AI9755
 AI9755.The geoid height was determined by GEOID03.
 AI9755
 AI9755.The dynamic height is computed by dividing the NAVD 88
 AI9755.geopotential number by the normal gravity value computed on the
 AI9755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9755.degrees latitude (g = 980.6199 gals.).
 AI9755
 AI9755.The modeled gravity was interpolated from observed gravity values.
 AI9755
 AI9755;                    North         East    Units  Estimated Accuracy
 AI9755;SPC NJ       -   138,000.      117,590.      MT  (+/- 180 meters Scaled)
 AI9755
 AI9755                          SUPERSEDED SURVEY CONTROL
 AI9755
 AI9755.No superseded survey control is available for this station.
 AI9755
 AI9755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK102361(NAD 83)
 AI9755_MARKER: DD = SURVEY DISK
 AI9755_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AI9755_SP_SET: BOILER STACK BASE
 AI9755_STAMPING: 01464598 B 1998
 AI9755_MARK LOGO: USGS  
 AI9755_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9755_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI9755+STABILITY: POSITION/ELEVATION WELL
 AI9755_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9755+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI9755
 AI9755  HISTORY     - Date     Condition        Report By
 AI9755  HISTORY     - 1998     MONUMENTED       NJGS
 AI9755
 AI9755                          STATION DESCRIPTION
 AI9755
 AI9755'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 AI9755'THE STATION IS LOCATED IN THE CITY OF BURLINGTON ON THE GROUNDS OF THE
 AI9755'PUBLIC SERVICE ELECTRIC AND GAS COMPANY BURLINGTON GENERATING STATION.
 AI9755'TO REACH THE STATION FROM THE TOLL BOOTHS ON THE NEW JERSEY SIDE OF
 AI9755'THE BURLINGTON BRISTOL BRIDGE, CARRYING STATE ROUTE 413, ALSO KNOWN AS
 AI9755'KEIM BOULEVARD, OVER THE DELAWARE RIVER, GO SOUTH ON KEIM BOULEVARD
 AI9755'FOR 0.1 MI (0.2 KM) TO THE JUNCTION WITH WEST BROAD STREET ON THE
 AI9755'RIGHT.  TURN RIGHT AND GO WEST ON WEST BROAD STREET FOR 0.5 MI (0.8
 AI9755'KM) TO THE PAVED ENTRANCE ROAD LEADING TO THE BURLINGTON GENERATING
 AI9755'STATION ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE PAVED ENTRANCE
 AI9755'ROAD, PASSING THROUGH AN AUTOMATED SECURITY GATE, FOR 0.2 MI (0.3 KM)
 AI9755'TO A PAVED CROSSROADS INTERSECTION.  TURN LEFT AND GO WEST ON A PAVED
 AI9755'ROAD FOR 0.2 MI (0.3 KM) TO THE LIQUIFIED NATURAL GAS PLANT SECTION OF
 AI9755'THE BURLINGTON GENERATING STATION AND THE STATION ON THE RIGHT, SET
 AI9755'FLUSH IN A DRILL HOLE IN THE WEST SIDE OF THE CONCRETE FOUNDATION OF
 AI9755'THE MOST SOUTHERLY OF FOUR 70 M (229.7 FT) TALL SILVER PAINTED BOILER
 AI9755'STACKS.  THE STATION IS 6.6 M (21.7 FT) NORTH FROM THE SOUTHWEST
 AI9755'CORNER OF THE CONCRETE FOUNDATION, 4.3 M (14.1 FT) SOUTH FROM THE
 AI9755'NORTHWEST CORNER OF THE CONCRETE FOUNDATION, 0.3 M (1.0 FT) EAST FROM
 AI9755'THE WEST EDGE OF THE CONCRETE FOUNDATION AND 18.4 M (60.4 FT) EAST
 AI9755'SOUTHEAST FROM THE SOUTHEAST CORNER OF A CONCRETE CONTAINMENT SWALE
 AI9755'FOR A LARGE AMMONIUM HYDROXIDE TANK.  THE STATION IS A STANDARD U.S.
 AI9755'GEOLOGICAL SURVEY GAGING STATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6699 ***********************************************************************
 AB6699  DESIGNATION -  0777
 AB6699  PID         -  AB6699
 AB6699  STATE/COUNTY-  NJ/MERCER
 AB6699  USGS QUAD   -  PRINCETON (1981)
 AB6699
 AB6699                         *CURRENT SURVEY CONTROL
 AB6699  ___________________________________________________________________
 AB6699* NAD 83(1986)-  40 21 06.     (N)    074 39 14.     (W)     SCALED    
 AB6699* NAVD 88     -        58.931  (meters)     193.34   (feet)  ADJUSTED  
 AB6699  ___________________________________________________________________
 AB6699  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 AB6699  DYNAMIC HT  -          58.904 (meters)     193.25  (feet)  COMP
 AB6699  MODELED GRAV-     980,163.2   (mgal)                       NAVD 88
 AB6699
 AB6699  VERT ORDER  -  FIRST     CLASS II
 AB6699
 AB6699.The horizontal coordinates were scaled from a topographic map and have
 AB6699.an estimated accuracy of +/- 6 seconds.
 AB6699
 AB6699.The orthometric height was determined by differential leveling
 AB6699.and adjusted by the National Geodetic Survey in September 1996..
 AB6699
 AB6699.The geoid height was determined by GEOID03.
 AB6699
 AB6699.The dynamic height is computed by dividing the NAVD 88
 AB6699.geopotential number by the normal gravity value computed on the
 AB6699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6699.degrees latitude (g = 980.6199 gals.).
 AB6699
 AB6699.The modeled gravity was interpolated from observed gravity values.
 AB6699
 AB6699;                    North         East    Units  Estimated Accuracy
 AB6699;SPC NJ       -   168,570.      136,930.      MT  (+/- 180 meters Scaled)
 AB6699
 AB6699                          SUPERSEDED SURVEY CONTROL
 AB6699
 AB6699.No superseded survey control is available for this station.
 AB6699
 AB6699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK293668(NAD 83)
 AB6699_MARKER: DD = SURVEY DISK
 AB6699_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB6699_SP_SET: SIDEWALK
 AB6699_STAMPING: 0777 1992
 AB6699_MARK LOGO: NJGS  
 AB6699_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6699+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1995
 AB6699
 AB6699  HISTORY     - Date     Condition        Report By
 AB6699  HISTORY     - 1992     MONUMENTED       AASCO
 AB6699  HISTORY     - 19950525 GOOD             NJGS
 AB6699
 AB6699                          STATION DESCRIPTION
 AB6699
 AB6699'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6699'THE STATION IS LOCATED IN THE BOROUGH OF PRINCETON ON THE WEST SIDE OF
 AB6699'NASSAU STREET, STATE ROUTE 27, IN FRONT OF SAINT PAULS ROMAN CATHOLIC
 AB6699'CHURCH.  THE STATION IS 70.6 FT (21.5 M) SOUTH SOUTHWEST FROM NEW
 AB6699'JERSEY GEODETIC CONTROL MONUMENT 443, 8.5 FT (2.6 M) WEST FROM THE
 AB6699'WEST CURBLINE OF NASSAU STREET, 22.5 FT (6.9 M) SOUTH FROM THE
 AB6699'CENTERLINE OF A PAVED DRIVEWAY LEADING TO SAINT PAULS ROMAN CATHOLIC
 AB6699'CHURCH, 41.0 FT (12.5 M) NORTH FROM THE CENTERLINE EXTENDED OF
 AB6699'CHARLTON STREET, ON THE EAST SIDE OF NASSAU STREET AND 10.5 FT (3.2 M)
 AB6699'SOUTHEAST FROM THE SOUTHEAST CORNER OF A STONE PILLAR ON THE SOUTH
 AB6699'SIDE OF THE DRIVEWAY ENTRANCE TO THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6697 ***********************************************************************
 AB6697  DESIGNATION -  0784
 AB6697  PID         -  AB6697
 AB6697  STATE/COUNTY-  NJ/MERCER
 AB6697  USGS QUAD   -  PRINCETON (1981)
 AB6697
 AB6697                         *CURRENT SURVEY CONTROL
 AB6697  ___________________________________________________________________
 AB6697* NAD 83(1986)-  40 21 24.     (N)    074 39 17.     (W)     SCALED    
 AB6697* NAVD 88     -        53.060  (meters)     174.08   (feet)  ADJUSTED  
 AB6697  ___________________________________________________________________
 AB6697  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 AB6697  DYNAMIC HT  -          53.035 (meters)     174.00  (feet)  COMP
 AB6697  MODELED GRAV-     980,162.1   (mgal)                       NAVD 88
 AB6697
 AB6697  VERT ORDER  -  FIRST     CLASS II
 AB6697
 AB6697.The horizontal coordinates were scaled from a topographic map and have
 AB6697.an estimated accuracy of +/- 6 seconds.
 AB6697
 AB6697.The orthometric height was determined by differential leveling
 AB6697.and adjusted by the National Geodetic Survey in September 1996..
 AB6697
 AB6697.The geoid height was determined by GEOID03.
 AB6697
 AB6697.The dynamic height is computed by dividing the NAVD 88
 AB6697.geopotential number by the normal gravity value computed on the
 AB6697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6697.degrees latitude (g = 980.6199 gals.).
 AB6697
 AB6697.The modeled gravity was interpolated from observed gravity values.
 AB6697
 AB6697;                    North         East    Units  Estimated Accuracy
 AB6697;SPC NJ       -   169,130.      136,860.      MT  (+/- 180 meters Scaled)
 AB6697
 AB6697                          SUPERSEDED SURVEY CONTROL
 AB6697
 AB6697.No superseded survey control is available for this station.
 AB6697
 AB6697_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK293674(NAD 83)
 AB6697_MARKER: DD = SURVEY DISK
 AB6697_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB6697_SP_SET: SIDEWALK
 AB6697_STAMPING: 0784 1992
 AB6697_MARK LOGO: NJGS  
 AB6697_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6697_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6697+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1995
 AB6697
 AB6697  HISTORY     - Date     Condition        Report By
 AB6697  HISTORY     - 1992     MONUMENTED       AASCO
 AB6697  HISTORY     - 19950525 GOOD             NJGS
 AB6697
 AB6697                          STATION DESCRIPTION
 AB6697
 AB6697'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6697'THE STATION IS LOCATED IN THE BOROUGH OF PRINCETON AT THE SOUTHWEST
 AB6697'CORNER OF THE INTERSECTION OF HOUGHTON ROAD AND WALNUT LANE. PRINCETON
 AB6697'HIGH SCHOOL IS NORTHWEST FROM AND ACROSS HOUGHTON ROAD FROM THE
 AB6697'STATION.  THE STATION IS SET FLUSH IN A DRILL HOLE IN THE SIDEWALK.
 AB6697'THE STATION IS 7.8 M (25.6 FT) SOUTH FROM THE CENTERLINE OF HOUGHTON
 AB6697'ROAD, 8.3 M (27.2 FT) WEST FROM THE CENTERLINE OF WALNUT LANE, 21.5 M
 AB6697'(70.5 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE CHRIST
 AB6697'CONGREGATION CHURCH, 4.9 M (16.1 FT) EAST SOUTHEAST FROM POLE NUMBER
 AB6697'60863 PB, 19.8 M (65.0 FT) SOUTH FROM AND ACROSS THE ROAD FROM A FIRE
 AB6697'HYDRANT AND 29.4 M (96.5 FT) FROM THE SOUTHEAST CORNER OF THE CHRIST
 AB6697'CONGREGATION CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4363 ***********************************************************************
 AI4363  FBN         -  This is a Federal Base Network Control Station.
 AI4363  DESIGNATION -  08 K 1
 AI4363  PID         -  AI4363
 AI4363  STATE/COUNTY-  NJ/GLOUCESTER
 AI4363  USGS QUAD   -  BRIDGEPORT (1995)
 AI4363
 AI4363                         *CURRENT SURVEY CONTROL
 AI4363  ___________________________________________________________________
 AI4363* NAD 83(1996)-  39 49 45.50021(N)    075 17 05.93224(W)     ADJUSTED  
 AI4363* NAVD 88     -         1.5    (meters)       5.     (feet)  GPS OBS   
 AI4363  ___________________________________________________________________
 AI4363  X           -   1,245,886.788 (meters)                     COMP
 AI4363  Y           -  -4,743,971.343 (meters)                     COMP
 AI4363  Z           -   4,063,428.660 (meters)                     COMP
 AI4363  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AI4363  ELLIP HEIGHT-         -31.49  (meters)          (09/24/01) GPS OBS
 AI4363  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 AI4363
 AI4363  HORZ ORDER  -  A
 AI4363  ELLP ORDER  -  FOURTH    CLASS I
 AI4363
 AI4363.The horizontal coordinates were established by GPS observations
 AI4363.and adjusted by the National Geodetic Survey in September 2001..
 AI4363
 AI4363.The orthometric height was determined by GPS observations and a
 AI4363.high-resolution geoid model.
 AI4363
 AI4363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4363
 AI4363.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4363
 AI4363.The ellipsoidal height was determined by GPS observations
 AI4363.and is referenced to NAD 83.
 AI4363
 AI4363.The geoid height was determined by GEOID03.
 AI4363
 AI4363;                    North         East     Units Scale Factor Converg.
 AI4363;SPC NJ       -   110,858.421    82,807.157   MT  0.99995557   -0 30 10.1
 AI4363;SPC NJ       -   363,708.00    271,676.48   sFT  0.99995557   -0 30 10.1
 AI4363;UTM  18      - 4,408,850.936   475,613.612   MT  0.99960732   -0 10 57.1
 AI4363
 AI4363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4363!SPC NJ       -   1.00000494  x   0.99995557  =   0.99996051
 AI4363!UTM  18      -   1.00000494  x   0.99960732  =   0.99961226
 AI4363
 AI4363                          SUPERSEDED SURVEY CONTROL
 AI4363
 AI4363  NAD 83(1996)-  39 49 45.49993(N)    075 17 05.93209(W) AD(       ) 1
 AI4363  ELLIP H (03/31/00)  -31.47   (m)                       GP(       ) 3 1
 AI4363
 AI4363.Superseded values are not recommended for survey control.
 AI4363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4363.See file dsdata.txt to determine how the superseded data were derived.
 AI4363
 AI4363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7561408851(NAD 83)
 AI4363_MARKER: DD = SURVEY DISK
 AI4363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4363_STAMPING: 8 K 1 1999
 AI4363_MARK LOGO: NJGS  
 AI4363_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4363+STABILITY: SURFACE MOTION
 AI4363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4363+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2000
 AI4363
 AI4363  HISTORY     - Date     Condition        Report By
 AI4363  HISTORY     - 1999     MONUMENTED       NJGS
 AI4363  HISTORY     - 20001003 GOOD             NJGS
 AI4363  HISTORY     - 20001121 GOOD             NJGS
 AI4363
 AI4363                          STATION DESCRIPTION
 AI4363
 AI4363'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 AI4363'THE STATION IS LOCATED IN GREENWICH TOWNSHIP ON THE NORTHEAST SIDE OF
 AI4363'NORTH SCHOOL STREET AND ON THE GROUNDS OF THE GIBBSTOWN GIRLS SOFTBALL
 AI4363'FIELD AND MUNICIPAL BASEBALL COMPLEX.  TO REACH THE STATION FROM THE
 AI4363'INTERSECTION OF WEST BROAD STREET, STATE ROUTE 44 AND NORTH SCHOOL
 AI4363'STREET AT A BLINKING YELLOW TRAFFIC LIGHT IN GIBBSTOWN, GO NORTH ON
 AI4363'NORTH SCHOOL STREET FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT,
 AI4363'SET FLUSH WITH THE GROUND.  THE STATION IS 3.6 M (11.8 FT) EAST
 AI4363'SOUTHEAST FROM A MULTIPLE SIGN WITNESS POST WITH WITNESS SIGN
 AI4363'ATTACHED, 15.8 M (51.8 FT) EAST NORTHEAST FROM THE CENTERLINE OF NORTH
 AI4363'SCHOOL STREET, 18.8 M (61.7 FT) SOUTH SOUTHEAST FROM THE MOST
 AI4363'NORTHERLY 3 FT (0.9 M) HIGH YELLOW PAINTED STEEL BOLLARD ON THE EAST
 AI4363'SIDE OF NORTH SCHOOL STREET, 19.4 M (63.6 FT) WEST FROM THE SOUTHWEST
 AI4363'CORNER OF A RECTANGULAR CONCRETE BASE FOR A SET OF ALUMINUM BLEACHERS
 AI4363'ALONG THE THIRD BASE SIDE OF THE GIBBSTOWN GIRLS SOFTBALL FIELD, 21.9
 AI4363'M (71.9 FT) WEST FROM THE NORTHWEST CORNER OF THE RECTANGULAR CONCRETE
 AI4363'BASE OF THE SAME ALUMINUM BLEACHERS AND 25.4 M (83.3 FT) WEST
 AI4363'NORTHWEST FROM THE CENTER OF THE BACKSTOP CAGE FOR THE GIBBSTOWN GIRLS
 AI4363'SOFTBALL FIELD.
 AI4363
 AI4363                          STATION RECOVERY (2000)
 AI4363
 AI4363'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (WHP)
 AI4363'RECOVERED AS DESCRIBED.
 AI4363'
 AI4363
 AI4363                          STATION RECOVERY (2000)
 AI4363
 AI4363'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (WHP)
 AI4363'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0043 ***********************************************************************
 KV0043  DESIGNATION -  1
 KV0043  PID         -  KV0043
 KV0043  STATE/COUNTY-  NJ/UNION
 KV0043  USGS QUAD   -  JERSEY CITY (1981)
 KV0043
 KV0043                         *CURRENT SURVEY CONTROL
 KV0043  ___________________________________________________________________
 KV0043* NAD 83(1986)-  40 43 12.     (N)    074 00 36.     (W)     SCALED    
 KV0043* NAVD 88     -         4.355  (meters)      14.29   (feet)  ADJUSTED  
 KV0043  ___________________________________________________________________
 KV0043  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KV0043  DYNAMIC HT  -           4.353 (meters)      14.28  (feet)  COMP
 KV0043  MODELED GRAV-     980,250.3   (mgal)                       NAVD 88
 KV0043
 KV0043  VERT ORDER  -  FIRST     CLASS II
 KV0043
 KV0043.The horizontal coordinates were scaled from a topographic map and have
 KV0043.an estimated accuracy of +/- 6 seconds.
 KV0043
 KV0043.The orthometric height was determined by differential leveling
 KV0043.and adjusted by the National Geodetic Survey in June 1991..
 KV0043
 KV0043.The geoid height was determined by GEOID03.
 KV0043
 KV0043.The dynamic height is computed by dividing the NAVD 88
 KV0043.geopotential number by the normal gravity value computed on the
 KV0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0043.degrees latitude (g = 980.6199 gals.).
 KV0043
 KV0043.The modeled gravity was interpolated from observed gravity values.
 KV0043
 KV0043;                    North         East    Units  Estimated Accuracy
 KV0043;SPC NJ       -   209,570.      191,400.      MT  (+/- 180 meters Scaled)
 KV0043
 KV0043                          SUPERSEDED SURVEY CONTROL
 KV0043
 KV0043  NGVD 29 (??/??/??)    4.685  (m)           15.37   (f) ADJUSTED    1 2
 KV0043
 KV0043.Superseded values are not recommended for survey control.
 KV0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0043.See file dsdata.txt to determine how the superseded data were derived.
 KV0043
 KV0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL836081(NAD 83)
 KV0043_MARKER: Z = SEE DESCRIPTION
 KV0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0043_SP_SET: FIRE HYDRANT
 KV0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0043
 KV0043  HISTORY     - Date     Condition        Report By
 KV0043  HISTORY     - 1933     MONUMENTED       PRR
 KV0043  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0043  HISTORY     - 19940629 MARK NOT FOUND   USPSQD
 KV0043
 KV0043                          STATION DESCRIPTION
 KV0043
 KV0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0043'AT RAHWAY.
 KV0043'AT RAHWAY, UNION COUNTY, AT THE INTERSECTION OF GRAND STREET
 KV0043'AND ELIZABETH AVENUE, AT THE PROPERTY OF THE WHEATENA CORPORATION,
 KV0043'AND ON THE TOP OF A FIRE HYDRANT.  THE TOP OF A CAP NUT BETWEEN
 KV0043'THE LETTERS E AND Y.
 KV0043
 KV0043                          STATION RECOVERY (1994)
 KV0043
 KV0043'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0684 ***********************************************************************
 LY0684  DESIGNATION -  1
 LY0684  PID         -  LY0684
 LY0684  STATE/COUNTY-  NJ/SUSSEX
 LY0684  USGS QUAD   -  FRANKLIN (1971)
 LY0684
 LY0684                         *CURRENT SURVEY CONTROL
 LY0684  ___________________________________________________________________
 LY0684* NAD 83(1986)-  41 06 31.     (N)    074 35 24.     (W)     SCALED    
 LY0684* NAVD 88     -       170.224  (meters)     558.48   (feet)  ADJUSTED  
 LY0684  ___________________________________________________________________
 LY0684  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LY0684  DYNAMIC HT  -         170.150 (meters)     558.23  (feet)  COMP
 LY0684  MODELED GRAV-     980,184.6   (mgal)                       NAVD 88
 LY0684
 LY0684  VERT ORDER  -  FIRST     CLASS II
 LY0684
 LY0684.The horizontal coordinates were scaled from a topographic map and have
 LY0684.an estimated accuracy of +/- 6 seconds.
 LY0684
 LY0684.The orthometric height was determined by differential leveling
 LY0684.and adjusted by the National Geodetic Survey in June 1991..
 LY0684
 LY0684.The geoid height was determined by GEOID03.
 LY0684
 LY0684.The dynamic height is computed by dividing the NAVD 88
 LY0684.geopotential number by the normal gravity value computed on the
 LY0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0684.degrees latitude (g = 980.6199 gals.).
 LY0684
 LY0684.The modeled gravity was interpolated from observed gravity values.
 LY0684
 LY0684;                    North         East    Units  Estimated Accuracy
 LY0684;SPC NJ       -   252,610.      142,440.      MT  (+/- 180 meters Scaled)
 LY0684
 LY0684                          SUPERSEDED SURVEY CONTROL
 LY0684
 LY0684  NGVD 29 (??/??/92)  170.423  (m)          559.13   (f) ADJ UNCH    1 2
 LY0684
 LY0684.Superseded values are not recommended for survey control.
 LY0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0684.See file dsdata.txt to determine how the superseded data were derived.
 LY0684
 LY0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL344508(NAD 83)
 LY0684_MARKER: R = RIVET
 LY0684_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0684_SP_SET: STONE OVERHEAD CROSSING
 LY0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0684
 LY0684  HISTORY     - Date     Condition        Report By
 LY0684  HISTORY     - UNK      MONUMENTED       NJZINC
 LY0684  HISTORY     - 1934     GOOD             NGS
 LY0684
 LY0684                          STATION DESCRIPTION
 LY0684
 LY0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0684'0.3 MI S FROM FRANKLIN.
 LY0684'0.3 MILE SOUTH ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0684'RAILROAD FROM THE STATION AT FRANKLIN, 75 FEET WEST OF THE
 LY0684'INTERSECTION OF A SMALL GRAVELED ROAD AND A HIGHWAY, AT STONE
 LY0684'OVERHEAD CROSSING 58.73, IN THE TOP OF THE WEST END OF THE
 LY0684'BACK WALL OF THE NORTH ABUTMENT, 7 FEET WEST OF THE CENTERLINE
 LY0684'OF THE TRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE TOP OF THE
 LY0684'RAIL.  A WROUGHT-IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4226 ***********************************************************************
 JU4226  DESIGNATION -  1 A 1
 JU4226  PID         -  JU4226
 JU4226  STATE/COUNTY-  NJ/ATLANTIC
 JU4226  USGS QUAD   -  MAYS LANDING (1989)
 JU4226
 JU4226                         *CURRENT SURVEY CONTROL
 JU4226  ___________________________________________________________________
 JU4226* NAD 83(1996)-  39 25 50.13598(N)    074 44 14.68282(W)     ADJUSTED  
 JU4226* NAVD 88     -         1.913  (meters)       6.28   (feet)  ADJUSTED  
 JU4226  ___________________________________________________________________
 JU4226  X           -   1,298,599.402 (meters)                     COMP
 JU4226  Y           -  -4,759,086.970 (meters)                     COMP
 JU4226  Z           -   4,029,334.211 (meters)                     COMP
 JU4226  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 JU4226  ELLIP HEIGHT-         -32.01  (meters)          (10/23/02) GPS OBS
 JU4226  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JU4226  DYNAMIC HT  -           1.912 (meters)       6.27  (feet)  COMP
 JU4226  MODELED GRAV-     980,120.2   (mgal)                       NAVD 88
 JU4226
 JU4226  HORZ ORDER  -  FIRST
 JU4226  VERT ORDER  -  FIRST     CLASS II
 JU4226  ELLP ORDER  -  FOURTH    CLASS I
 JU4226
 JU4226.The horizontal coordinates were established by GPS observations
 JU4226.and adjusted by the National Geodetic Survey in May 1999..
 JU4226
 JU4226.The orthometric height was determined by differential leveling
 JU4226.and adjusted by the National Geodetic Survey in January 1994..
 JU4226
 JU4226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4226
 JU4226.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4226
 JU4226.The ellipsoidal height was determined by GPS observations
 JU4226.and is referenced to NAD 83.
 JU4226
 JU4226.The geoid height was determined by GEOID03.
 JU4226
 JU4226.The dynamic height is computed by dividing the NAVD 88
 JU4226.geopotential number by the normal gravity value computed on the
 JU4226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4226.degrees latitude (g = 980.6199 gals.).
 JU4226
 JU4226.The modeled gravity was interpolated from observed gravity values.
 JU4226
 JU4226;                    North         East     Units Scale Factor Converg.
 JU4226;SPC NJ       -    66,326.876   129,561.129   MT  0.99990514   -0 09 02.8
 JU4226;SPC NJ       -   217,607.43    425,068.47   sFT  0.99990514   -0 09 02.8
 JU4226;UTM  18      - 4,364,594.650   522,599.520   MT  0.99960629   +0 10 00.4
 JU4226
 JU4226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4226!SPC NJ       -   1.00000502  x   0.99990514  =   0.99991016
 JU4226!UTM  18      -   1.00000502  x   0.99960629  =   0.99961131
 JU4226
 JU4226                          SUPERSEDED SURVEY CONTROL
 JU4226
 JU4226  ELLIP H (05/14/99)  -31.96   (m)                       GP(       ) 4 1
 JU4226  NAD 83(1992)-  39 25 50.12658(N)    074 44 14.68241(W) AD(       ) 1
 JU4226  NAVD 88 (02/08/94)    1.91   (m)            6.3    (f) LEVELING    3  
 JU4226  NGVD 29 (01/10/92)    2.298  (m)            7.54   (f) ADJUSTED    1 2
 JU4226
 JU4226.Superseded values are not recommended for survey control.
 JU4226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4226.See file dsdata.txt to determine how the superseded data were derived.
 JU4226
 JU4226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2260064595(NAD 83)
 JU4226_MARKER: DD = SURVEY DISK
 JU4226_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU4226_SP_SET: ABANDONED BRIDGE ABUTMENT
 JU4226_STAMPING: 1 A 1 1990
 JU4226_MARK LOGO: NJGS  
 JU4226_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4226+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1993
 JU4226
 JU4226  HISTORY     - Date     Condition        Report By
 JU4226  HISTORY     - 1990     MONUMENTED       NJGS
 JU4226  HISTORY     - 19930602 GOOD             NJGS
 JU4226  HISTORY     - 20001031 GOOD             USE
 JU4226  HISTORY     - 20040731 GOOD             GEOCAC
 JU4226
 JU4226                          STATION DESCRIPTION
 JU4226
 JU4226'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 JU4226'THE STATION IS LOCATED IN WEYMOUTH TOWNSHIP, ON THE NORTHEAST EDGE OF
 JU4226'THE SOUTH RIVER.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF
 JU4226'STATE ROUTE 50 AND U.S. HIGHWAY 40, IN MAYS LANDING, GO 1.25 MI
 JU4226'(2.01 KM) SOUTH ON ROUTE 50 TO THE STATION ON THE LEFT, SET ON THE
 JU4226'NORTH CORNER OF THE NORTHEAST ABUTMENT OF THE ABANDONED RAILROAD
 JU4226'BRIDGE. THE STATION IS 5.8 M (19.0 FT) SOUTHEAST FROM THE NORTHEAST
 JU4226'END OF THE SOUTHEAST CONCRETE BALUSTRADE OF BRIDGE STRUCTURE 0111-152
 JU4226'MP 17.35, 12.30 M (40.35 FT) SOUTHEAST FROM THE CENTERLINE OF ROUTE
 JU4226'50, AND 33.4 M (109.6 FT) SOUTHWEST FROM POWER POLE T41684WY.
 JU4226
 JU4226                          STATION RECOVERY (1993)
 JU4226
 JU4226'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 JU4226'THE STATION IS LOCATED IN WEYMOUTH TOWNSHIP, ON THE NORTHEAST EDGE OF
 JU4226'THE SOUTH RIVER.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF
 JU4226'STATE HIGHWAY 50 AND U.S. HIGHWAY 40 IN MAYS LANDING, GO 1.25 MI
 JU4226'(2.01 KM) SOUTH ON STATE HIGHWAY 50 TO THE STATION ON THE LEFT, SET
 JU4226'ON THE NORTH CORNER OF THE NORTHEAST ABUTMENT OF AN ABANDONED
 JU4226'RAILROAD BRIDGE. THE STATION IS 5.8 M (19.0 FT) SOUTHEAST FROM THE
 JU4226'NORTHEAST END OF THE SOUTHEAST CONCRETE BALUSTRADE OF BRIDGE NUMBER
 JU4226'0111152, MILEPOINT  17.35, 12.30 M (40.35 FT) SOUTHEAST FROM THE
 JU4226'CENTERLINE OF STATE HIGHWAY 50 AND 33.4 M (109.6 FT) SOUTHWEST FROM
 JU4226'POWER POLE NUMBER T41684 WY.
 JU4226
 JU4226                          STATION RECOVERY (2000)
 JU4226
 JU4226'RECOVERY NOTE BY US ENGINEERS 2000 (JMS)
 JU4226'RECOVERED IN GOOD CONDITION.
 JU4226
 JU4226                          STATION RECOVERY (2004)
 JU4226
 JU4226'RECOVERY NOTE BY GEOCACHING 2004 (STC)
 JU4226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4229 ***********************************************************************
 JU4229  DESIGNATION -  1 B 1
 JU4229  PID         -  JU4229
 JU4229  STATE/COUNTY-  NJ/ATLANTIC
 JU4229  USGS QUAD   -  DOROTHY (1994)
 JU4229
 JU4229                         *CURRENT SURVEY CONTROL
 JU4229  ___________________________________________________________________
 JU4229* NAD 83(1986)-  39 22 39.     (N)    074 45 28.     (W)     SCALED    
 JU4229* NAVD 88     -         7.667  (meters)      25.15   (feet)  ADJUSTED  
 JU4229  ___________________________________________________________________
 JU4229  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JU4229  DYNAMIC HT  -           7.663 (meters)      25.14  (feet)  COMP
 JU4229  MODELED GRAV-     980,114.9   (mgal)                       NAVD 88
 JU4229
 JU4229  VERT ORDER  -  FIRST     CLASS II
 JU4229
 JU4229.The horizontal coordinates were scaled from a topographic map and have
 JU4229.an estimated accuracy of +/- 6 seconds.
 JU4229
 JU4229.The orthometric height was determined by differential leveling
 JU4229.and adjusted by the National Geodetic Survey in January 1994..
 JU4229
 JU4229.The geoid height was determined by GEOID03.
 JU4229
 JU4229.The dynamic height is computed by dividing the NAVD 88
 JU4229.geopotential number by the normal gravity value computed on the
 JU4229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4229.degrees latitude (g = 980.6199 gals.).
 JU4229
 JU4229.The modeled gravity was interpolated from observed gravity values.
 JU4229
 JU4229;                    North         East    Units  Estimated Accuracy
 JU4229;SPC NJ       -    60,440.      127,790.      MT  (+/- 180 meters Scaled)
 JU4229
 JU4229                          SUPERSEDED SURVEY CONTROL
 JU4229
 JU4229  NGVD 29 (01/10/92)    8.052  (m)           26.42   (f) ADJUSTED    1 2
 JU4229
 JU4229.Superseded values are not recommended for survey control.
 JU4229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4229.See file dsdata.txt to determine how the superseded data were derived.
 JU4229
 JU4229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ208586(NAD 83)
 JU4229_MARKER: DD = SURVEY DISK
 JU4229_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU4229_SP_SET: CONCRETE SLAB
 JU4229_STAMPING: 1B1 1990
 JU4229_MARK LOGO: NJGS  
 JU4229_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4229+STABILITY: SURFACE MOTION
 JU4229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4229+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JU4229
 JU4229  HISTORY     - Date     Condition        Report By
 JU4229  HISTORY     - 1990     MONUMENTED       NJGS
 JU4229
 JU4229                          STATION DESCRIPTION
 JU4229
 JU4229'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 JU4229'THE STATION IS LOCATED IN ESTELL MANOR CITY AT THE ENTRANCE TO THE
 JU4229'SOUTH JERSEY GAS COMPANY COMPLEX.  TO REACH THE STATION FROM THE
 JU4229'SOUTH JUNCTION OF STATE ROUTE 50 AND U.S. HIGHWAY 40 IN MAYS LANDING,
 JU4229'GO 5.5 MI (8.9 KM) SOUTH ON ROUTE 50 TO THE STATION ON THE RIGHT.
 JU4229'THE STATION IS SET ON THE SOUTHEAST CORNER OF A 3.4 M (11.2 FT) BY
 JU4229'2.4 M (7.9 FT) CONCRETE SLAB ON THE WEST SIDE OF ROUTE 50, SOUTHEAST
 JU4229'OF THE SOUTH JERSEY GAS COMPANY COMPLEX.  THE STATION IS 7.50 M
 JU4229'(24.61 FT) WEST FROM THE CENTER LINE OF ROUTE 50, 14.6 M (47.9 FT)
 JU4229'SOUTH FROM POWER POLE P44722, 3.10 M (10.17 FT) SOUTH FROM THE
 JU4229'NORTHEAST CORNER OF THE SLAB, 1.5 M (4.9 FT) EAST FROM THE CENTER OF
 JU4229'A MANHOLE IN THE SLAB, AND 30.45 M (99.90 FT) EAST SOUTHEAST FROM THE
 JU4229'NORTHEAST CORNER OF A CHAINLINK FENCE FOR THE GAS COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0156 ***********************************************************************
 KV0156  DESIGNATION -  1 C OF P
 KV0156  PID         -  KV0156
 KV0156  STATE/COUNTY-  NJ/PASSAIC
 KV0156  USGS QUAD   -  PATERSON (1995)
 KV0156
 KV0156                         *CURRENT SURVEY CONTROL
 KV0156  ___________________________________________________________________
 KV0156* NAD 83(1986)-  40 55 05.     (N)    074 07 56.     (W)     SCALED    
 KV0156* NAVD 88     -        15.545  (meters)      51.00   (feet)  ADJUSTED  
 KV0156  ___________________________________________________________________
 KV0156  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KV0156  DYNAMIC HT  -          15.539 (meters)      50.98  (feet)  COMP
 KV0156  MODELED GRAV-     980,221.6   (mgal)                       NAVD 88
 KV0156
 KV0156  VERT ORDER  -  FIRST     CLASS II
 KV0156
 KV0156.The horizontal coordinates were scaled from a topographic map and have
 KV0156.an estimated accuracy of +/- 6 seconds.
 KV0156
 KV0156.The orthometric height was determined by differential leveling
 KV0156.and adjusted by the National Geodetic Survey in June 1991..
 KV0156
 KV0156.The geoid height was determined by GEOID03.
 KV0156
 KV0156.The dynamic height is computed by dividing the NAVD 88
 KV0156.geopotential number by the normal gravity value computed on the
 KV0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0156.degrees latitude (g = 980.6199 gals.).
 KV0156
 KV0156.The modeled gravity was interpolated from observed gravity values.
 KV0156
 KV0156;                    North         East    Units  Estimated Accuracy
 KV0156;SPC NJ       -   231,510.      180,980.      MT  (+/- 180 meters Scaled)
 KV0156
 KV0156                          SUPERSEDED SURVEY CONTROL
 KV0156
 KV0156  NGVD 29 (??/??/??)   15.841  (m)           51.97   (f) ADJUSTED    1 2
 KV0156
 KV0156.Superseded values are not recommended for survey control.
 KV0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0156.See file dsdata.txt to determine how the superseded data were derived.
 KV0156
 KV0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL730300(NAD 83)
 KV0156_MARKER: X = CHISELED CROSS
 KV0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0156_SP_SET: PORCH
 KV0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0156
 KV0156  HISTORY     - Date     Condition        Report By
 KV0156  HISTORY     - 1933     MONUMENTED       NJ2510
 KV0156  HISTORY     - 1944     GOOD             CGS
 KV0156  HISTORY     - 20060527 MARK NOT FOUND   GEOCAC
 KV0156
 KV0156                          STATION DESCRIPTION
 KV0156
 KV0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV0156'AT PATERSON.
 KV0156'AT PATERSON, PASSAIC COUNTY, IN EAST SIDE PARK, 300 FEET SOUTHWEST
 KV0156'OF THE WEST END OF THE BROADWAY BRIDGE OVER PASSAIC RIVER,
 KV0156'110 FEET SOUTH OF THE CENTERLINE OF BROADWAY, AT THE NORTHEAST
 KV0156'CORNER OF A WOMENS REST ROOM, ON THE CONCRETE PORCH, 10 INCHES
 KV0156'WEST OF THE EAST END, 9-3/4 INCHES NORTH OF THE SOUTH EDGE, AND
 KV0156'ABOUT 9 INCHES HIGHER THAN THE GROUND.  A CHISELED CROSS.
 KV0156
 KV0156                          STATION RECOVERY (2006)
 KV0156
 KV0156'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0156'THIS ONE WAS PROBABLY DESTROYED WHEN ROUTE 20, AND THE RAMPS TO MARTIN
 KV0156'LUTHER KING AVENUE WERE BUILT.  THERE IS NO WOMENS REST ROOM AT THIS
 KV0156'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4357 ***********************************************************************
 JU4357  DESIGNATION -  1 D 1
 JU4357  PID         -  JU4357
 JU4357  STATE/COUNTY-  NJ/ATLANTIC
 JU4357  USGS QUAD   -  FIVE POINTS (1994)
 JU4357
 JU4357                         *CURRENT SURVEY CONTROL
 JU4357  ___________________________________________________________________
 JU4357* NAD 83(1996)-  39 28 52.34201(N)    074 55 13.31058(W)     ADJUSTED  
 JU4357* NAVD 88     -        32.3    (meters)     106.     (feet)  GPS OBS   
 JU4357  ___________________________________________________________________
 JU4357  X           -   1,282,473.603 (meters)                     COMP
 JU4357  Y           -  -4,759,784.091 (meters)                     COMP
 JU4357  Z           -   4,033,692.310 (meters)                     COMP
 JU4357  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 JU4357  ELLIP HEIGHT-          -1.46  (meters)          (10/23/02) GPS OBS
 JU4357  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JU4357
 JU4357  HORZ ORDER  -  FIRST
 JU4357  ELLP ORDER  -  FOURTH    CLASS I
 JU4357
 JU4357.The horizontal coordinates were established by GPS observations
 JU4357.and adjusted by the National Geodetic Survey in May 1999..
 JU4357
 JU4357.The orthometric height was determined by GPS observations and a
 JU4357.high-resolution geoid model.
 JU4357
 JU4357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4357
 JU4357.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4357
 JU4357.The ellipsoidal height was determined by GPS observations
 JU4357.and is referenced to NAD 83.
 JU4357
 JU4357.The geoid height was determined by GEOID03.
 JU4357
 JU4357;                    North         East     Units Scale Factor Converg.
 JU4357;SPC NJ       -    72,003.012   113,836.869   MT  0.99991610   -0 16 02.2
 JU4357;SPC NJ       -   236,229.88    373,479.79   sFT  0.99991610   -0 16 02.2
 JU4357;UTM  18      - 4,370,181.780   506,848.864   MT  0.99960058   +0 03 02.3
 JU4357
 JU4357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4357!SPC NJ       -   1.00000023  x   0.99991610  =   0.99991633
 JU4357!UTM  18      -   1.00000023  x   0.99960058  =   0.99960081
 JU4357
 JU4357                          SUPERSEDED SURVEY CONTROL
 JU4357
 JU4357  NAD 83(1992)-  39 28 52.33239(N)    074 55 13.30938(W) AD(       ) 1
 JU4357
 JU4357.Superseded values are not recommended for survey control.
 JU4357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4357.See file dsdata.txt to determine how the superseded data were derived.
 JU4357
 JU4357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0684970182(NAD 83)
 JU4357_MARKER: DD = SURVEY DISK
 JU4357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4357_SP_SET: CONCRETE POST
 JU4357_STAMPING: 1 D 1 1993
 JU4357_MARK LOGO: NJGS  
 JU4357_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4357+STABILITY: SURFACE MOTION
 JU4357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4357+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2003
 JU4357
 JU4357  HISTORY     - Date     Condition        Report By
 JU4357  HISTORY     - 1993     MONUMENTED       NJGS
 JU4357  HISTORY     - 20031013 GOOD             INDIV
 JU4357
 JU4357                          STATION DESCRIPTION
 JU4357
 JU4357'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 JU4357'THE STATION IS LOCATED IN BUENA VISTA TOWNSHIP AT THE NORTHEAST CORNER
 JU4357'OF THE CROSSROADS INTERSECTION OF LANDIS AVENUE, COUNTY ROAD 540 AND
 JU4357'UNION ROAD, COUNTY ROAD 671 IN EAST VINELAND.  TO REACH THE STATION
 JU4357'FROM THE JUNCTION OF U.S. HIGHWAY 40 AND COUNTY ROAD 540 IN RICHLAND,
 JU4357'GO 1.5 MI (2.4 KM) SOUTHWEST ON CEDAR AVENUE, COUNTY ROAD 540 TO A
 JU4357'FIVE POINT INTERSECTION AT THE JUNCTION WITH COUNTY ROAD 557.  BEAR
 JU4357'TO THE RIGHT AND CONTINUE AHEAD ON COUNTY ROAD 540 FOR 1.4 MI
 JU4357'(2.3 KM) TO THE STATION ON THE RIGHT, SET FLUSH WITH THE GROUND IN A
 JU4357'GRASS ISLAND BETWEEN THE ROAD AND THE PARKING LOT FOR BEARS CROSSING
 JU4357'COUNTRY STORE.  THE STATION IS 8.9 M (29.2 FT) NORTH FROM THE
 JU4357'CENTERLINE OF COUNTY ROAD 540, 10.8 M (35.4 FT) EAST FROM A ROAD SIGN
 JU4357'FOR COUNTY ROAD 671, 15.9 M (52.2 FT) EAST FROM POLE NUMBER 191, 29.7
 JU4357'M (97.4 FT) EAST FROM THE CENTERLINE OF COUNTY ROAD 671, 3.35 M
 JU4357'(10.99 FT) NORTH FROM THE NORTH EDGE OF PAVING OF COUNTY ROAD 540,
 JU4357'22.9 M (75.1 FT) WEST FROM POLE NUMBER 192 AND 31.9 M (104.7 FT)
 JU4357'SOUTHWEST FROM THE SOUTHWEST CORNER OF A ONE STORY STUCCO BUILDING FOR
 JU4357'BEARS CROSSING COUNTRY STORE.
 JU4357
 JU4357                          STATION RECOVERY (2003)
 JU4357
 JU4357'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BDT)
 JU4357'BEARS CROSSING COUNTRY STORE IS NOW CARPUCCIO'S DELI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1570 ***********************************************************************
 KV1570  DESIGNATION -  1 DLWRR
 KV1570  PID         -  KV1570
 KV1570  STATE/COUNTY-  NJ/WARREN
 KV1570  USGS QUAD   -  PORTLAND (1997)
 KV1570
 KV1570                         *CURRENT SURVEY CONTROL
 KV1570  ___________________________________________________________________
 KV1570* NAD 83(1986)-  40 56 54.     (N)    075 03 36.     (W)     SCALED    
 KV1570* NAVD 88     -       123.890  (meters)     406.46   (feet)  ADJUSTED  
 KV1570  ___________________________________________________________________
 KV1570  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KV1570  DYNAMIC HT  -         123.835 (meters)     406.28  (feet)  COMP
 KV1570  MODELED GRAV-     980,180.9   (mgal)                       NAVD 88
 KV1570
 KV1570  VERT ORDER  -  SECOND    CLASS 0
 KV1570
 KV1570.The horizontal coordinates were scaled from a topographic map and have
 KV1570.an estimated accuracy of +/- 6 seconds.
 KV1570
 KV1570.The orthometric height was determined by differential leveling
 KV1570.and adjusted by the National Geodetic Survey in June 1991..
 KV1570
 KV1570.The geoid height was determined by GEOID03.
 KV1570
 KV1570.The dynamic height is computed by dividing the NAVD 88
 KV1570.geopotential number by the normal gravity value computed on the
 KV1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1570.degrees latitude (g = 980.6199 gals.).
 KV1570
 KV1570.The modeled gravity was interpolated from observed gravity values.
 KV1570
 KV1570;                    North         East    Units  Estimated Accuracy
 KV1570;SPC NJ       -   234,960.      102,850.      MT  (+/- 180 meters Scaled)
 KV1570
 KV1570                          SUPERSEDED SURVEY CONTROL
 KV1570
 KV1570  NGVD 29 (??/??/??)  124.087  (m)          407.11   (f) ADJUSTED    2 0
 KV1570
 KV1570.Superseded values are not recommended for survey control.
 KV1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1570.See file dsdata.txt to determine how the superseded data were derived.
 KV1570
 KV1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL949330(NAD 83)
 KV1570_MARKER: B = BOLT
 KV1570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1570_SP_SET: BRIDGE BASE
 KV1570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1570
 KV1570  HISTORY     - Date     Condition        Report By
 KV1570  HISTORY     - 1935     MONUMENTED       DLWRR
 KV1570  HISTORY     - 1949     GOOD             CGS
 KV1570
 KV1570                          STATION DESCRIPTION
 KV1570
 KV1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KV1570'2.3 MI E FROM PORTLAND.
 KV1570'IN WARREN COUNTY, NEW JERSEY, 2.3 MILES EAST ALONG THE DELAWARE,
 KV1570'LACKAWANNA AND WESTERN RAILROAD FROM THE EAST END OF THE DELAWARE
 KV1570'RIVER RAILROAD BRIDGE 1 MILE NORTH OF PORTLAND, NORTHAMPTON
 KV1570'COUNTY, PENNSYLVANIA, AT HAINESBURG, AT THE EAST CORNER OF THE
 KV1570'BRIDGE OVER PAULINS KILL, AND IN THE TOP OF THE SOUTHEAST CORNER
 KV1570'OF THE BASE.  A COPPER BOLT.  NOTE-- HAINESBURG IS A STATION ON
 KV1570'THE LEHIGH AND NEW ENGLAND RAILROAD WHICH CROSSES UNDER THE
 KV1570'DELAWARE, LACKAWANNA AND WESTERN RAILROAD BRIDGE OVER PAULINS
 KV1570'KILL.  THE RAILROAD STATION IS A SHORT DISTANCE NORTH OF THE
 KV1570'BRIDGE.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS
 KV1570'NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE
 KV1570'ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4358 ***********************************************************************
 JU4358  DESIGNATION -  1 E 1
 JU4358  PID         -  JU4358
 JU4358  STATE/COUNTY-  NJ/ATLANTIC
 JU4358  USGS QUAD   -  BUENA (1970)
 JU4358
 JU4358                         *CURRENT SURVEY CONTROL
 JU4358  ___________________________________________________________________
 JU4358* NAD 83(1996)-  39 33 30.10712(N)    074 53 29.67736(W)     ADJUSTED  
 JU4358* NAVD 88     -        30.1    (meters)      99.     (feet)  GPS OBS   
 JU4358  ___________________________________________________________________
 JU4358  X           -   1,283,443.645 (meters)                     COMP
 JU4358  Y           -  -4,753,874.850 (meters)                     COMP
 JU4358  Z           -   4,040,299.142 (meters)                     COMP
 JU4358  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 JU4358  ELLIP HEIGHT-          -3.53  (meters)          (09/25/02) GPS OBS
 JU4358  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JU4358
 JU4358  HORZ ORDER  -  FIRST
 JU4358  ELLP ORDER  -  FOURTH    CLASS I
 JU4358
 JU4358.The horizontal coordinates were established by GPS observations
 JU4358.and adjusted by the National Geodetic Survey in May 1999..
 JU4358
 JU4358.The orthometric height was determined by GPS observations and a
 JU4358.high-resolution geoid model.
 JU4358
 JU4358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4358
 JU4358.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4358
 JU4358.The ellipsoidal height was determined by GPS observations
 JU4358.and is referenced to NAD 83.
 JU4358
 JU4358.The geoid height was determined by GEOID03.
 JU4358
 JU4358;                    North         East     Units Scale Factor Converg.
 JU4358;SPC NJ       -    80,557.422   116,350.621   MT  0.99991394   -0 14 57.8
 JU4358;SPC NJ       -   264,295.48    381,727.00   sFT  0.99991394   -0 14 57.8
 JU4358;UTM  18      - 4,378,747.325   509,314.299   MT  0.99960107   +0 04 08.6
 JU4358
 JU4358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4358!SPC NJ       -   1.00000055  x   0.99991394  =   0.99991449
 JU4358!UTM  18      -   1.00000055  x   0.99960107  =   0.99960162
 JU4358
 JU4358                          SUPERSEDED SURVEY CONTROL
 JU4358
 JU4358  ELLIP H (05/14/99)   -3.55   (m)                       GP(       ) 4 1
 JU4358  NAD 83(1992)-  39 33 30.09736(N)    074 53 29.67642(W) AD(       ) 1
 JU4358
 JU4358.Superseded values are not recommended for survey control.
 JU4358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4358.See file dsdata.txt to determine how the superseded data were derived.
 JU4358
 JU4358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0931478747(NAD 83)
 JU4358_MARKER: DD = SURVEY DISK
 JU4358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4358_SP_SET: CONCRETE POST
 JU4358_STAMPING: 1 E 1 1993
 JU4358_MARK LOGO: NJGS  
 JU4358_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4358+STABILITY: SURFACE MOTION
 JU4358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4358+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2003
 JU4358
 JU4358  HISTORY     - Date     Condition        Report By
 JU4358  HISTORY     - 1993     MONUMENTED       NJGS
 JU4358  HISTORY     - 19990719 GOOD             NJGS
 JU4358  HISTORY     - 20031016 GOOD             INDIV
 JU4358
 JU4358                          STATION DESCRIPTION
 JU4358
 JU4358'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 JU4358'THE STATION IS LOCATED IN BUENA VISTA TOWNSHIP ON THE SOUTHEAST SIDE
 JU4358'OF STATE HIGHWAY 54, JUST SOUTHWEST FROM THE JUNCTION WITH LEGHORN
 JU4358'ROAD AND IN THE UNDEVELOPED PORTION OF THE RIGHT OF WAY OF STATE
 JU4358'HIGHWAY 54.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 JU4358'322 AND STATE HIGHWAY 54, GO SOUTHWEST ON STATE HIGHWAY 54 FOR 3.1 MI
 JU4358'(5.0 KM) TO THE STATION ON THE LEFT, SET IN RANGE WITH THE SOUTH WALL
 JU4358'OF A 2 STORY FRAME DWELLING WITH THREE ENTRANCE DOORS ON THE
 JU4358'NORTHWEST SIDE OF STATE HIGHWAY 54.  THE STATION IS 13.2 M (43.3 FT)
 JU4358'SOUTHEAST FROM THE CENTERLINE OF STATE HIGHWAY 54, 37.6 M (123.4 FT)
 JU4358'SOUTHWEST FROM THE CENTERLINE OF LEGHORN ROAD AND 33.0 M (108.3 FT)
 JU4358'WEST FROM POLE NUMBER PN 28855.
 JU4358
 JU4358                          STATION RECOVERY (1999)
 JU4358
 JU4358'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (ECB)
 JU4358'RECOVERED AS DESCRIBED.
 JU4358
 JU4358                          STATION RECOVERY (2003)
 JU4358
 JU4358'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BDT)
 JU4358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4359 ***********************************************************************
 JU4359  DESIGNATION -  1 F 1
 JU4359  PID         -  JU4359
 JU4359  STATE/COUNTY-  NJ/ATLANTIC
 JU4359  USGS QUAD   -  NEWTONVILLE (1972)
 JU4359
 JU4359                         *CURRENT SURVEY CONTROL
 JU4359  ___________________________________________________________________
 JU4359* NAD 83(1996)-  39 36 12.15002(N)    074 50 45.83047(W)     ADJUSTED  
 JU4359* NAVD 88     -        28.4    (meters)      93.     (feet)  GPS OBS   
 JU4359  ___________________________________________________________________
 JU4359  X           -   1,286,386.763 (meters)                     COMP
 JU4359  Y           -  -4,749,779.130 (meters)                     COMP
 JU4359  Z           -   4,044,149.838 (meters)                     COMP
 JU4359  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 JU4359  ELLIP HEIGHT-          -5.13  (meters)          (10/23/02) GPS OBS
 JU4359  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JU4359
 JU4359  HORZ ORDER  -  FIRST
 JU4359  ELLP ORDER  -  FOURTH    CLASS I
 JU4359
 JU4359.The horizontal coordinates were established by GPS observations
 JU4359.and adjusted by the National Geodetic Survey in May 1999..
 JU4359
 JU4359.The orthometric height was determined by GPS observations and a
 JU4359.high-resolution geoid model.
 JU4359
 JU4359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4359
 JU4359.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4359
 JU4359.The ellipsoidal height was determined by GPS observations
 JU4359.and is referenced to NAD 83.
 JU4359
 JU4359.The geoid height was determined by GEOID03.
 JU4359
 JU4359;                    North         East     Units Scale Factor Converg.
 JU4359;SPC NJ       -    85,538.425   120,280.931   MT  0.99991087   -0 13 14.2
 JU4359;SPC NJ       -   280,637.32    394,621.69   sFT  0.99991087   -0 13 14.2
 JU4359;UTM  18      - 4,383,748.551   513,215.639   MT  0.99960215   +0 05 53.3
 JU4359
 JU4359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4359!SPC NJ       -   1.00000080  x   0.99991087  =   0.99991167
 JU4359!UTM  18      -   1.00000080  x   0.99960215  =   0.99960295
 JU4359
 JU4359                          SUPERSEDED SURVEY CONTROL
 JU4359
 JU4359  ELLIP H (05/14/99)   -5.16   (m)                       GP(       ) 4 1
 JU4359  NAD 83(1992)-  39 36 12.13988(N)    074 50 45.82980(W) AD(       ) 1
 JU4359
 JU4359.Superseded values are not recommended for survey control.
 JU4359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4359.See file dsdata.txt to determine how the superseded data were derived.
 JU4359
 JU4359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1321683749(NAD 83)
 JU4359_MARKER: DD = SURVEY DISK
 JU4359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4359_SP_SET: CONCRETE POST
 JU4359_STAMPING: 1 F 1 1993
 JU4359_MARK LOGO: NJGS  
 JU4359_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4359+STABILITY: SURFACE MOTION
 JU4359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4359+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JU4359
 JU4359  HISTORY     - Date     Condition        Report By
 JU4359  HISTORY     - 1993     MONUMENTED       NJGS
 JU4359  HISTORY     - 20050526 MARK NOT FOUND   ACT
 JU4359
 JU4359                          STATION DESCRIPTION
 JU4359
 JU4359'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 JU4359'THE STATION IS LOCATED IN THE BOROUGH OF FOLSOM ON THE GROUNDS OF THE
 JU4359'FOLSOM SCHOOL.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 JU4359'HIGHWAY 322 AND STATE HIGHWAY 54, GO NORTHEAST ON STATE HIGHWAY 54,
 JU4359'ALSO KNOWN AS TWELFTH STREET, FOR 0.9 MI (1.4 KM) TO THE INTERSECTION
 JU4359'WITH MAYS LANDING ROAD, COUNTY ROAD 561 SPUR.  TURN LEFT AND GO
 JU4359'NORTHWEST ON COUNTY ROAD 561 SPUR FOR 0.25 MI (0.40 KM) TO THE PAVED
 JU4359'ENTRANCE DRIVE LEADING TO THE SCHOOL ON THE LEFT.  TURN LEFT AND
 JU4359'FOLLOW THE PAVED ENTRANCE DRIVE TO THE FRONT OF THE SCHOOL AND THE
 JU4359'STATION ON THE LEFT, SET FLUSH WITH THE GROUND, SOUTH OF THE LAST
 JU4359'PARKING STALL ON THE LEFT AND ALSO IN RANGE WITH THE SOUTH WALL OF
 JU4359'THE SCHOOL BUILDING, A ONE STORY BRICK STRUCTURE.  THE STATION IS
 JU4359'39.9 M (130.9 FT) EAST FROM THE SOUTHEAST CORNER OF THE SCHOOL
 JU4359'BUILDING, 10.7 M (35.1 FT) EAST NORTHEAST FROM THE CENTERLINE OF THE
 JU4359'PAVED ENTRANCE DRIVE, 4.2 M (13.8 FT) SOUTH FROM THE SOUTH EDGE OF
 JU4359'PAVING OF THE LAST PARKING STALL ON THE LEFT, 16.9 M (55.4 FT) EAST
 JU4359'FROM A LAMP POST ON THE WEST SIDE OF THE ENTRANCE DRIVE AND 5.3 M
 JU4359'(17.4 FT) SOUTH FROM THE SOUTH END POST FOR A STEEL GUIDE RAIL.
 JU4359
 JU4359                          STATION RECOVERY (2005)
 JU4359
 JU4359'RECOVERY NOTE BY ACT ENGINEERS INCORPORATED 2005 (RRR)
 JU4359'RECENT ROAD / PARKING LOT CONSTRUCTION AT THE FOLSOM SCHOOL HAS
 JU4359'DESTROYED THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6707 ***********************************************************************
 AB6707  DESIGNATION -  1 G 1
 AB6707  PID         -  AB6707
 AB6707  STATE/COUNTY-  NJ/ATLANTIC
 AB6707  USGS QUAD   -  HAMMONTON (1981)
 AB6707
 AB6707                         *CURRENT SURVEY CONTROL
 AB6707  ___________________________________________________________________
 AB6707* NAD 83(1986)-  39 39 39.     (N)    074 46 22.     (W)     SCALED    
 AB6707* NAVD 88     -        20.579  (meters)      67.52   (feet)  ADJUSTED  
 AB6707  ___________________________________________________________________
 AB6707  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 AB6707  DYNAMIC HT  -          20.569 (meters)      67.48  (feet)  COMP
 AB6707  MODELED GRAV-     980,138.3   (mgal)                       NAVD 88
 AB6707
 AB6707  VERT ORDER  -  FIRST     CLASS II
 AB6707
 AB6707.The horizontal coordinates were scaled from a topographic map and have
 AB6707.an estimated accuracy of +/- 6 seconds.
 AB6707
 AB6707.The orthometric height was determined by differential leveling
 AB6707.and adjusted by the National Geodetic Survey in September 1996..
 AB6707
 AB6707.The geoid height was determined by GEOID03.
 AB6707
 AB6707.The dynamic height is computed by dividing the NAVD 88
 AB6707.geopotential number by the normal gravity value computed on the
 AB6707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6707.degrees latitude (g = 980.6199 gals.).
 AB6707
 AB6707.The modeled gravity was interpolated from observed gravity values.
 AB6707
 AB6707;                    North         East    Units  Estimated Accuracy
 AB6707;SPC NJ       -    91,900.      126,590.      MT  (+/- 180 meters Scaled)
 AB6707
 AB6707                          SUPERSEDED SURVEY CONTROL
 AB6707
 AB6707.No superseded survey control is available for this station.
 AB6707
 AB6707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ194901(NAD 83)
 AB6707_MARKER: DD = SURVEY DISK
 AB6707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6707_STAMPING: 1 G 1 1995
 AB6707_MARK LOGO: NJGS  
 AB6707_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6707+STABILITY: SURFACE MOTION
 AB6707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6707+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6707
 AB6707  HISTORY     - Date     Condition        Report By
 AB6707  HISTORY     - 1995     MONUMENTED       NJGS
 AB6707
 AB6707                          STATION DESCRIPTION
 AB6707
 AB6707'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 AB6707'THE STATION IS LOCATED IN THE CITY OF HAMMONTON AT THE NORTHWEST
 AB6707'CORNER OF THE INTERSECTION OF UNION ROAD AND MIDDLE ROAD.  TO REACH
 AB6707'THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 206 AND U.S.
 AB6707'HIGHWAY 30, GO 1.25 MI (2.01 KM) NORTHEAST ON U.S.  HIGHWAY 206 TO THE
 AB6707'INTERSECTION WITH UNION ROAD AND COUNTY ROAD 693 ON THE RIGHT. TURN
 AB6707'RIGHT AND GO 0.3 MI (0.5 KM) SOUTHEAST ON UNION ROAD TO THE TEE
 AB6707'JUNCTION WITH MIDDLE ROAD AND THE STATION ON THE LEFT, SET FLUSH WITH
 AB6707'THE GROUND.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 AB6707'HIGHWAY 30 AND U.S.  HIGHWAY 206, GO 0.05 MI (0.08 KM) SOUTHEAST ON
 AB6707'U.S.  HIGHWAY 30 TO THE TEE JUNCTION WITH MIDDLE ROAD ON THE LEFT.
 AB6707'TURN LEFT AND GO 1.2 MI (1.9 KM) NORTHEAST ON MIDDLE ROAD TO THE
 AB6707'STATION ON THE LEFT.  THE STATION IS 43.5 FT (13.3 M) SOUTHWEST FROM
 AB6707'THE SOUTHEAST CORNER OF A ONE STORY FRAME FORMER SCHOOL HOUSE NOW USED
 AB6707'AS A MIGRANT WORKER MEETING HOUSE, 3.0 FT (0.9 M) SOUTHWEST FROM AND
 AB6707'NORMAL TO A 3 FT (0.9 M) HIGH WOOD FENCE, 40.6 FT (12.4 M) WEST FROM
 AB6707'POLE NUMBER H 2456, 19.5 FT (5.9 M) EAST FROM THE CENTERLINE OF UNION
 AB6707'ROAD, 49.5 FT (15.1 M) NORTHWEST FROM THE CENTERLINE OF MIDDLE ROAD
 AB6707'AND 44.2 FT (13.5 M) EAST FROM AN MCI FIBER OPTIC UNDERGROUND CABLE
 AB6707'MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6708 ***********************************************************************
 AB6708  DESIGNATION -  1 H 1
 AB6708  PID         -  AB6708
 AB6708  STATE/COUNTY-  NJ/ATLANTIC
 AB6708  USGS QUAD   -  HAMMONTON (1981)
 AB6708
 AB6708                         *CURRENT SURVEY CONTROL
 AB6708  ___________________________________________________________________
 AB6708* NAD 83(1986)-  39 39 50.     (N)    074 46 05.     (W)     SCALED    
 AB6708* NAVD 88     -        19.593  (meters)      64.28   (feet)  ADJUSTED  
 AB6708  ___________________________________________________________________
 AB6708  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 AB6708  DYNAMIC HT  -          19.584 (meters)      64.25  (feet)  COMP
 AB6708  MODELED GRAV-     980,139.0   (mgal)                       NAVD 88
 AB6708
 AB6708  VERT ORDER  -  FIRST     CLASS II
 AB6708
 AB6708.The horizontal coordinates were scaled from a topographic map and have
 AB6708.an estimated accuracy of +/- 6 seconds.
 AB6708
 AB6708.The orthometric height was determined by differential leveling
 AB6708.and adjusted by the National Geodetic Survey in September 1996..
 AB6708
 AB6708.The geoid height was determined by GEOID03.
 AB6708
 AB6708.The dynamic height is computed by dividing the NAVD 88
 AB6708.geopotential number by the normal gravity value computed on the
 AB6708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6708.degrees latitude (g = 980.6199 gals.).
 AB6708
 AB6708.The modeled gravity was interpolated from observed gravity values.
 AB6708
 AB6708;                    North         East    Units  Estimated Accuracy
 AB6708;SPC NJ       -    92,230.      127,000.      MT  (+/- 180 meters Scaled)
 AB6708
 AB6708                          SUPERSEDED SURVEY CONTROL
 AB6708
 AB6708.No superseded survey control is available for this station.
 AB6708
 AB6708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ198904(NAD 83)
 AB6708_MARKER: DD = SURVEY DISK
 AB6708_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB6708_SP_SET: CULVERT HEADWALL
 AB6708_STAMPING: 1 H 1 1995
 AB6708_MARK LOGO: NJGS  
 AB6708_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6708+STABILITY: SURFACE MOTION
 AB6708_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6708+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6708
 AB6708  HISTORY     - Date     Condition        Report By
 AB6708  HISTORY     - 1995     MONUMENTED       NJGS
 AB6708  HISTORY     - 20030105 GOOD             INDIV
 AB6708
 AB6708                          STATION DESCRIPTION
 AB6708
 AB6708'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 AB6708'THE STATION IS LOCATED IN THE CITY OF HAMMONTON ON THE NORTHEAST SIDE
 AB6708'OF MIDDLE ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 AB6708'HIGHWAY 206 AND U.S.  HIGHWAY 30, GO 1.25 MI (2.01 KM) NORTHEAST ON
 AB6708'U.S.  HIGHWAY 206 TO THE INTERSECTION WITH UNION ROAD AND COUNTY ROAD
 AB6708'693 ON THE RIGHT.  TURN RIGHT AND GO 0.30 MI (0.48 KM) SOUTHEAST ON
 AB6708'UNION ROAD TO THE TEE JUNCTION WITH MIDDLE ROAD.  TURN RIGHT AND GO
 AB6708'0.35 MI (0.56 KM) NORTHEAST ON MIDDLE ROAD TO THE STATION ON THE
 AB6708'RIGHT, SET FLUSH IN A DRILL HOLE AT THE SOUTHEAST END OF A CONCRETE
 AB6708'HEADWALL OF A CULVERT OVER CEDAR BROOK.  TO REACH THE STATION FROM THE
 AB6708'INTERSECTION OF U.S.  HIGHWAY 30 AND U.S.  HIGHWAY 206, GO 0.05 MI
 AB6708'(0.08 KM) SOUTHEAST ON U.S.  HIGHWAY 30 TO THE TEE JUNCTION WITH
 AB6708'MIDDLE ROAD ON THE LEFT.  TURN LEFT AND GO 1.55 MI (2.49 KM) NORTHEAST
 AB6708'ON MIDDLE ROAD TO THE STATION ON THE RIGHT.  THE STATION IS 4.7 M
 AB6708'(15.4 FT) SOUTH FROM THE CENTERLINE OF MIDDLE ROAD, 19.8 M (65.0 FT)
 AB6708'SOUTHEAST FROM POLE NUMBER H 2470, 22.0 M (72.2 FT) SOUTHWEST FROM
 AB6708'POLE NUMBER H 2471 AND 10.9 M (35.8 FT) SOUTHEAST FROM AND ACROSS THE
 AB6708'ROAD FROM A MARBLE IDENTIFICATION TABLET CIRCA 1925 ON THE NORTHWEST
 AB6708'CULVERT HEADWALL.
 AB6708
 AB6708                          STATION RECOVERY (2003)
 AB6708
 AB6708'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (GJT)
 AB6708'PORTABLE GPS READINGS
 AB6708'39.39.50.9
 AB6708'74.46.09.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6709 ***********************************************************************
 AB6709  DESIGNATION -  1 J 1
 AB6709  PID         -  AB6709
 AB6709  STATE/COUNTY-  NJ/ATLANTIC
 AB6709  USGS QUAD   -  HAMMONTON (1981)
 AB6709
 AB6709                         *CURRENT SURVEY CONTROL
 AB6709  ___________________________________________________________________
 AB6709* NAD 83(1986)-  39 39 53.     (N)    074 45 27.     (W)     SCALED    
 AB6709* NAVD 88     -        19.345  (meters)      63.47   (feet)  ADJUSTED  
 AB6709  ___________________________________________________________________
 AB6709  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 AB6709  DYNAMIC HT  -          19.335 (meters)      63.43  (feet)  COMP
 AB6709  MODELED GRAV-     980,139.9   (mgal)                       NAVD 88
 AB6709
 AB6709  VERT ORDER  -  FIRST     CLASS II
 AB6709
 AB6709.This mark is at Hammonton (MUNI) Airport (N81)
 AB6709
 AB6709.The horizontal coordinates were scaled from a topographic map and have
 AB6709.an estimated accuracy of +/- 6 seconds.
 AB6709
 AB6709.The orthometric height was determined by differential leveling
 AB6709.and adjusted by the National Geodetic Survey in September 1996..
 AB6709
 AB6709.The geoid height was determined by GEOID03.
 AB6709
 AB6709.The dynamic height is computed by dividing the NAVD 88
 AB6709.geopotential number by the normal gravity value computed on the
 AB6709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6709.degrees latitude (g = 980.6199 gals.).
 AB6709
 AB6709.The modeled gravity was interpolated from observed gravity values.
 AB6709
 AB6709;                    North         East    Units  Estimated Accuracy
 AB6709;SPC NJ       -    92,320.      127,910.      MT  (+/- 180 meters Scaled)
 AB6709
 AB6709                          SUPERSEDED SURVEY CONTROL
 AB6709
 AB6709.No superseded survey control is available for this station.
 AB6709
 AB6709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ208905(NAD 83)
 AB6709_MARKER: DD = SURVEY DISK
 AB6709_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB6709_SP_SET: HANGAR FLOOR
 AB6709_STAMPING: 1 J 1 1995
 AB6709_MARK LOGO: NJGS  
 AB6709_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6709_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6709+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6709
 AB6709  HISTORY     - Date     Condition        Report By
 AB6709  HISTORY     - 1995     MONUMENTED       NJGS
 AB6709
 AB6709                          STATION DESCRIPTION
 AB6709
 AB6709'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 AB6709'THE STATION IS LOCATED IN THE TOWN OF HAMMONTON ON THE GROUNDS OF THE
 AB6709'HAMMONTON MUNCIPAL AIRPORT.  OWNERSHIP TOWN OF HAMMONTON, 100 CENTRAL
 AB6709'AVENUE, HAMMONTON, NEW JERSEY 08037, PHONE 609 567 4300.  THE AIRPORT
 AB6709'ADMINISTRATOR IS MR.  PETER T.  RANERE, RD 4, BOX 345, HAMMONTON, NEW
 AB6709'JERSEY 08037, PHONE (609) 561-0100.  TO REACH THE STATION FROM THE
 AB6709'INTERSECTION OF U.S.  HIGHWAY 30, STATE HIGHWAY 54 AND U.S.  HIGHWAY
 AB6709'206, GO 1.9 MI (3.1 KM) NORTHEAST ON U.S.  HIGHWAY 206 TO THE JUNCTION
 AB6709'WITH MYRTLE AVENUE.  TURN RIGHT AND GO 0.4 MI (0.6 KM) EAST SOUTHEAST
 AB6709'ON MYRTLE AVENUE TO THE JUNCTION WITH MIDDLE ROAD, COUNTY ROAD 613.
 AB6709'GO STRAIGHT AHEAD FOR 0.15 MI (0.24 KM) TO A WYE JUNCTION WITH COUNTY
 AB6709'ROAD 693.  CONTINUE STRAIGHT AHEAD FOR ANOTHER 0.4 MI (0.6 KM) TO THE
 AB6709'PAVED ENTRANCE ROAD, ACADEMY DRIVE, LEADING TO THE AIRPORT ON THE
 AB6709'LEFT.  TURN LEFT AND GO 0.25 MI (0.40 KM) NORTH ON ACADEMY DRIVE TO A
 AB6709'GATE ON THE LEFT.  PASS THROUGH THE GATE, BEAR TO THE RIGHT AND GO
 AB6709'ABOUT 100 M (328.1 FT) TO THE MOST SOUTHERLY OF A PAIR OF HANGARS AND
 AB6709'THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN THE CONCRETE
 AB6709'HANGAR FLOOR.  THE STATION IS 44.0 FT (13.4 M) NORTH NORTHEAST FROM
 AB6709'THE SOUTHWEST CORNER OF THE HANGAR, 1.1 FT (0.3 M) SOUTH SOUTHWEST
 AB6709'FROM THE NORTHERLY OF THE TWO DIVIDERS FOR THE CENTER HANGAR DOOR AND
 AB6709'0.3 FT (9.1 CM) NORTH NORTHWEST FROM THE WEST FACE OF THE HANGAR DOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6717 ***********************************************************************
 AB6717  DESIGNATION -  1 K 1
 AB6717  PID         -  AB6717
 AB6717  STATE/COUNTY-  NJ/ATLANTIC
 AB6717  USGS QUAD   -  HAMMONTON (1981)
 AB6717
 AB6717                         *CURRENT SURVEY CONTROL
 AB6717  ___________________________________________________________________
 AB6717* NAD 83(1986)-  39 38 58.     (N)    074 49 45.     (W)     SCALED    
 AB6717* NAVD 88     -        40.093  (meters)     131.54   (feet)  ADJUSTED  
 AB6717  ___________________________________________________________________
 AB6717  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 AB6717  DYNAMIC HT  -          40.074 (meters)     131.48  (feet)  COMP
 AB6717  MODELED GRAV-     980,132.3   (mgal)                       NAVD 88
 AB6717
 AB6717  VERT ORDER  -  FIRST     CLASS II
 AB6717
 AB6717.The horizontal coordinates were scaled from a topographic map and have
 AB6717.an estimated accuracy of +/- 6 seconds.
 AB6717
 AB6717.The orthometric height was determined by differential leveling
 AB6717.and adjusted by the National Geodetic Survey in September 1996..
 AB6717
 AB6717.The geoid height was determined by GEOID03.
 AB6717
 AB6717.The dynamic height is computed by dividing the NAVD 88
 AB6717.geopotential number by the normal gravity value computed on the
 AB6717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6717.degrees latitude (g = 980.6199 gals.).
 AB6717
 AB6717.The modeled gravity was interpolated from observed gravity values.
 AB6717
 AB6717;                    North         East    Units  Estimated Accuracy
 AB6717;SPC NJ       -    90,650.      121,750.      MT  (+/- 180 meters Scaled)
 AB6717
 AB6717                          SUPERSEDED SURVEY CONTROL
 AB6717
 AB6717.No superseded survey control is available for this station.
 AB6717
 AB6717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ146888(NAD 83)
 AB6717_MARKER: DD = SURVEY DISK
 AB6717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6717_STAMPING: 1 K 1
 AB6717_MARK LOGO: NJ0520
 AB6717_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6717+STABILITY: SURFACE MOTION
 AB6717_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6717+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1995
 AB6717
 AB6717  HISTORY     - Date     Condition        Report By
 AB6717  HISTORY     - UNK      MONUMENTED       RBNF
 AB6717  HISTORY     - 19950831 GOOD             NJGS
 AB6717
 AB6717                          STATION DESCRIPTION
 AB6717
 AB6717'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 AB6717'THE STATION IS LOCATED IN THE TOWN OF HAMMONTON ON THE SOUTHWEST SIDE
 AB6717'OF COUNTY ROAD 561.  TO REACH THE STATION FROM THE INTERSECTION OF
 AB6717'STATE ROUTE 54 AND RAILROAD AVENUE, COUNTY ROAD 561, JUST SOUTHWEST OF
 AB6717'THE AMTRAK RAILROAD GRADE CROSSING, GO NORTHWEST ON COUNTY ROAD 561
 AB6717'FOR 1.7 MI (2.7 KM) TO THE STATION ON THE LEFT.  THE STATION IS 23.8
 AB6717'FT (7.3 M) SOUTHWEST FROM THE CENTERLINE OF COUNTY ROAD 561, 6.5 FT
 AB6717'(2.0 M) SOUTHWEST FROM POLE NUMBER H1307 12.6 FT (3.8 M) SOUTH
 AB6717'SOUTHEAST FROM THE EAST LEG OF A SIGN FOR ATLANTIC COUNTY, 102.4 FT
 AB6717'(31.2 M) NORTHWEST FROM POLE NUMBER 111578 AND 102.7 FT (31.3 M) NORTH
 AB6717'FROM THE NORTH CORNER OF A TWO AND ONE HALF STORY FRAME DWELLING,
 AB6717'NUMBER 1114.  THE STATION IS A CAMDEN COUNTY ATLANTIC COUNTY BOUNDARY
 AB6717'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4370 ***********************************************************************
 AI4370  DESIGNATION -  1 L 1
 AI4370  PID         -  AI4370
 AI4370  STATE/COUNTY-  NJ/ATLANTIC
 AI4370  USGS QUAD   -  NEWTONVILLE (1972)
 AI4370
 AI4370                         *CURRENT SURVEY CONTROL
 AI4370  ___________________________________________________________________
 AI4370* NAD 83(1996)-  39 36 28.33648(N)    074 50 10.15490(W)     ADJUSTED  
 AI4370* NAVD 88     -        22.5    (meters)      74.     (feet)  GPS OBS   
 AI4370  ___________________________________________________________________
 AI4370  X           -   1,287,123.831 (meters)                     COMP
 AI4370  Y           -  -4,749,245.016 (meters)                     COMP
 AI4370  Z           -   4,044,530.689 (meters)                     COMP
 AI4370  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AI4370  ELLIP HEIGHT-         -11.03  (meters)          (09/25/02) GPS OBS
 AI4370  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 AI4370
 AI4370  HORZ ORDER  -  FIRST
 AI4370  ELLP ORDER  -  FOURTH    CLASS I
 AI4370
 AI4370.The horizontal coordinates were established by GPS observations
 AI4370.and adjusted by the National Geodetic Survey in March 2000..
 AI4370
 AI4370.The orthometric height was determined by GPS observations and a
 AI4370.high-resolution geoid model.
 AI4370
 AI4370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4370
 AI4370.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4370
 AI4370.The ellipsoidal height was determined by GPS observations
 AI4370.and is referenced to NAD 83.
 AI4370
 AI4370.The geoid height was determined by GEOID03.
 AI4370
 AI4370;                    North         East     Units Scale Factor Converg.
 AI4370;SPC NJ       -    86,034.351   121,133.835   MT  0.99991026   -0 12 51.5
 AI4370;SPC NJ       -   282,264.37    397,419.92   sFT  0.99991026   -0 12 51.5
 AI4370;UTM  18      - 4,384,249.059   514,065.508   MT  0.99960244   +0 06 16.0
 AI4370
 AI4370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4370!SPC NJ       -   1.00000173  x   0.99991026  =   0.99991199
 AI4370!UTM  18      -   1.00000173  x   0.99960244  =   0.99960417
 AI4370
 AI4370                          SUPERSEDED SURVEY CONTROL
 AI4370
 AI4370  ELLIP H (03/31/00)  -11.05   (m)                       GP(       ) 3 1
 AI4370
 AI4370.Superseded values are not recommended for survey control.
 AI4370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4370.See file dsdata.txt to determine how the superseded data were derived.
 AI4370
 AI4370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1406684249(NAD 83)
 AI4370_MARKER: DD = SURVEY DISK
 AI4370_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI4370_SP_SET: CULVERT
 AI4370_STAMPING: 1 L 1 1999
 AI4370_MARK LOGO: NJGS  
 AI4370_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4370+STABILITY: SURFACE MOTION
 AI4370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4370+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2006
 AI4370
 AI4370  HISTORY     - Date     Condition        Report By
 AI4370  HISTORY     - 1999     MONUMENTED       NJGS
 AI4370  HISTORY     - 20060407 GOOD             MACDEL
 AI4370
 AI4370                          STATION DESCRIPTION
 AI4370
 AI4370'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (RJK)
 AI4370'THE STATION IS LOCATED IN THE BOROUGH OF FOLSOM ON THE SOUTHEAST SIDE
 AI4370'OF STATE ROUTE 54, SET IN A DRILL HOLE IN THE CENTER OF THE CONCRETE
 AI4370'WALKWAY OF STRUCTURE NUMBER 0114159, CARRYING STATE ROUTE 54 OVER
 AI4370'PENNY POT STREAM.  THE WALK IS PART OF THE BRIDGE STRUCTURE.  TO REACH
 AI4370'THE STATION FROM THE JUNCTION OF US HIGHWAY 322 AND STATE ROUTE 54, GO
 AI4370'1.45 MI (2.33 KM) NORTHEAST ON ROUTE 54 TO THE STATION ON THE RIGHT.
 AI4370'THE STATION IS ALSO 0.55 MI (0.89 KM) SOUTHWEST ALONG ROUTE 54 FROM
 AI4370'THE ATLANTIC CITY EXPRESSWAY BRIDGE SPANNING ROUTE 54.  THE STATION IS
 AI4370'6.5 M (21.3 FT) SOUTHEAST OF THE CENTERLINE OF ROUTE 54, 4.1 M (13.5
 AI4370'FT) SOUTHWEST OF THE NORTHEAST END OF THE BALUSTRADE FOR THE CULVERT,
 AI4370'4.1 M (13.5 FT) NORTHEAST OF THE SOUTHWEST END OF THE SAME BALUSTRADE,
 AI4370'0.3 M (1.0 FT) SOTHEAST OF THE CURBLINE AND 0.65 M (2.13 FT) NORTHWEST
 AI4370'OF THE BALUSTRADE FACE.  THE STATION IS SET FLUSH WITH THE CONCRETE.
 AI4370
 AI4370                          STATION RECOVERY (2006)
 AI4370
 AI4370'RECOVERY NOTE BY MACDEL ENGINEERING 2006 (RFH)
 AI4370'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6974 ***********************************************************************
 AM6974  DESIGNATION -  1 M 1
 AM6974  PID         -  AM6974
 AM6974  STATE/COUNTY-  NJ/ATLANTIC
 AM6974  USGS QUAD   -  OCEAN CITY (1994)
 AM6974
 AM6974                         *CURRENT SURVEY CONTROL
 AM6974  ___________________________________________________________________
 AM6974* NAD 83(1986)-  39 18 58.     (N)    074 35 06.     (W)     SCALED    
 AM6974* NAVD 88     -         3.256  (meters)      10.68   (feet)  ADJUSTED  
 AM6974  ___________________________________________________________________
 AM6974  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 AM6974  DYNAMIC HT  -           3.254 (meters)      10.68  (feet)  COMP
 AM6974  MODELED GRAV-     980,104.7   (mgal)                       NAVD 88
 AM6974
 AM6974  VERT ORDER  -  FIRST     CLASS II
 AM6974
 AM6974.The horizontal coordinates were scaled from a topographic map and have
 AM6974.an estimated accuracy of +/- 6 seconds.
 AM6974
 AM6974.The orthometric height was determined by differential leveling
 AM6974.and adjusted by the National Geodetic Survey in March 2005..
 AM6974
 AM6974.The geoid height was determined by GEOID03.
 AM6974
 AM6974.The dynamic height is computed by dividing the NAVD 88
 AM6974.geopotential number by the normal gravity value computed on the
 AM6974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6974.degrees latitude (g = 980.6199 gals.).
 AM6974
 AM6974.The modeled gravity was interpolated from observed gravity values.
 AM6974
 AM6974;                    North         East    Units  Estimated Accuracy
 AM6974;SPC NJ       -    53,600.      142,670.      MT  (+/- 180 meters Scaled)
 AM6974
 AM6974                          SUPERSEDED SURVEY CONTROL
 AM6974
 AM6974.No superseded survey control is available for this station.
 AM6974
 AM6974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ357519(NAD 83)
 AM6974_MARKER: DD = SURVEY DISK
 AM6974_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AM6974_SP_SET: BRIDGE SIDEWALK
 AM6974_STAMPING: 1 M 1 2000
 AM6974_MARK LOGO: NJGS  
 AM6974_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM6974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6974+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AM6974
 AM6974  HISTORY     - Date     Condition        Report By
 AM6974  HISTORY     - 2000     MONUMENTED       NJGS
 AM6974
 AM6974                          STATION DESCRIPTION
 AM6974
 AM6974'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6974'THE STATION IS LOCATED IN EGG HARBOR TOWNSHIP ON THE SOUTHEAST SIDE OF
 AM6974'STATE ROUTE 152.  TO REACH THE STATION FROM THE INTERSECTION OF SHORE
 AM6974'ROAD, COUNTY ROAD 585 AND MARYLAND AVENUE, COUNTY ROAD 620 IN THE CITY
 AM6974'OF SOMERS POINT, GO EAST ON MARYLAND AVENUE FOR 0.20 MI (0.32 KM) TO
 AM6974'THE INTERSECTION WITH BAY AVENUE, COUNTY ROAD 535 AND THE START OF
 AM6974'STATE ROUTE 152.  CONTINUE EAST ON STATE ROUTE 152 FOR 0.20 MI (0.32
 AM6974'KM) TO THE BRIDGE CARRYING STATE ROUTE 152 OVER BASS HARBOR, STRUCTURE
 AM6974'NUMBER 0122 159 AND THE STATION ON THE RIGHT, SET FLUSH IN A DRILL
 AM6974'HOLE AT THE SOUTHEAST END OF THE BRIDGE SIDEWALK. THE STATION IS 1.7 M
 AM6974'(5.6 FT) NORTHEAST FROM THE NORTHEAST FACE OF THE SOUTHWEST PARAPET
 AM6974'WALL, 7.7 M (25.3 FT) SOUTHWEST FROM THE CENTERLINE OF STATE ROUTE 152
 AM6974'AND 0.1 M (0.3 FT) SOUTHWEST FROM THE SOUTH CURB OF STATE ROUTE 152.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6975 ***********************************************************************
 AM6975  DESIGNATION -  1 N 1
 AM6975  PID         -  AM6975
 AM6975  STATE/COUNTY-  NJ/ATLANTIC
 AM6975  USGS QUAD   -  OCEAN CITY (1994)
 AM6975
 AM6975                         *CURRENT SURVEY CONTROL
 AM6975  ___________________________________________________________________
 AM6975* NAD 83(1986)-  39 18 52.     (N)    074 34 16.     (W)     SCALED    
 AM6975* NAVD 88     -         3.057  (meters)      10.03   (feet)  ADJUSTED  
 AM6975  ___________________________________________________________________
 AM6975  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 AM6975  DYNAMIC HT  -           3.056 (meters)      10.03  (feet)  COMP
 AM6975  MODELED GRAV-     980,104.0   (mgal)                       NAVD 88
 AM6975
 AM6975  VERT ORDER  -  FIRST     CLASS II
 AM6975
 AM6975.The horizontal coordinates were scaled from a topographic map and have
 AM6975.an estimated accuracy of +/- 6 seconds.
 AM6975
 AM6975.The orthometric height was determined by differential leveling
 AM6975.and adjusted by the National Geodetic Survey in March 2005..
 AM6975
 AM6975.The geoid height was determined by GEOID03.
 AM6975
 AM6975.The dynamic height is computed by dividing the NAVD 88
 AM6975.geopotential number by the normal gravity value computed on the
 AM6975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6975.degrees latitude (g = 980.6199 gals.).
 AM6975
 AM6975.The modeled gravity was interpolated from observed gravity values.
 AM6975
 AM6975;                    North         East    Units  Estimated Accuracy
 AM6975;SPC NJ       -    53,410.      143,870.      MT  (+/- 180 meters Scaled)
 AM6975
 AM6975                          SUPERSEDED SURVEY CONTROL
 AM6975
 AM6975.No superseded survey control is available for this station.
 AM6975
 AM6975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ369517(NAD 83)
 AM6975_MARKER: DD = SURVEY DISK
 AM6975_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AM6975_SP_SET: BRIDGE SIDEWALK
 AM6975_STAMPING: 1 N 1 2000
 AM6975_MARK LOGO: NJGS  
 AM6975_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM6975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6975+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AM6975
 AM6975  HISTORY     - Date     Condition        Report By
 AM6975  HISTORY     - 2000     MONUMENTED       NJGS
 AM6975
 AM6975                          STATION DESCRIPTION
 AM6975
 AM6975'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6975'THE STATION IS LOCATED IN EGG HARBOR TOWNSHIP ON THE SOUTHEAST SIDE OF
 AM6975'STATE ROUTE 152.  TO REACH THE STATION FROM THE INTERSECTION OF SHORE
 AM6975'ROAD, COUNTY ROAD 585 AND MARYLAND AVENUE, COUNTY ROAD 620 IN THE CITY
 AM6975'OF SOMERS POINT, GO EAST ON MARYLAND AVENUE FOR 0.20 MI (0.32 KM) TO
 AM6975'THE INTERSECTION WITH BAY AVENUE, COUNTY ROAD 535 AND THE START OF
 AM6975'STATE ROUTE 152.  CONTINUE EAST ON STATE ROUTE 152 FOR 1.0 MI (1.6 KM)
 AM6975'TO THE BRIDGE CARRYING STATE ROUTE 152 OVER AN UNNAMED CREEK,
 AM6975'STRUCTURE NUMBER 0122 157, AND THE STATION ON THE RIGHT, SET FLUSH IN
 AM6975'A DRILL HOLE AT THE SOUTHEAST END OF THE BRIDGE SIDEWALK.  THE STATION
 AM6975'IS 1.6 M (5.2 FT) NORTH FROM THE NORTH FACE OF THE SOUTH PARAPET WALL,
 AM6975'7.8 M (25.6 FT) SOUTH FROM THE CENTERLINE OF STATE ROUTE 152 AND 0.2 M
 AM6975'(0.7 FT) SOUTH FROM THE SOUTH CURB OF STATE ROUTE 152.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0894 ***********************************************************************
 KV0894  DESIGNATION -  1 NJBCN
 KV0894  PID         -  KV0894
 KV0894  STATE/COUNTY-  NJ/MONMOUTH
 KV0894  USGS QUAD   -  LONG BRANCH (1981)
 KV0894
 KV0894                         *CURRENT SURVEY CONTROL
 KV0894  ___________________________________________________________________
 KV0894* NAD 83(1996)-  40 19 44.84983(N)    074 00 44.47591(W)     ADJUSTED  
 KV0894* NAVD 88     -         1.467  (meters)       4.81   (feet)  ADJUSTED  
 KV0894  ___________________________________________________________________
 KV0894  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 KV0894  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KV0894  DYNAMIC HT  -           1.466 (meters)       4.81  (feet)  COMP
 KV0894  MODELED GRAV-     980,184.9   (mgal)                       NAVD 88
 KV0894
 KV0894  HORZ ORDER  -  THIRD
 KV0894  VERT ORDER  -  SECOND    CLASS 0
 KV0894
 KV0894.The horizontal coordinates were established by classical geodetic methods
 KV0894.and adjusted by the National Geodetic Survey in September 1999..
 KV0894.No horizontal observational check was made to the station.
 KV0894
 KV0894.The orthometric height was determined by differential leveling
 KV0894.and adjusted by the National Geodetic Survey in June 1991..
 KV0894
 KV0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0894
 KV0894.The geoid height was determined by GEOID03.
 KV0894
 KV0894.The dynamic height is computed by dividing the NAVD 88
 KV0894.geopotential number by the normal gravity value computed on the
 KV0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0894.degrees latitude (g = 980.6199 gals.).
 KV0894
 KV0894.The modeled gravity was interpolated from observed gravity values.
 KV0894
 KV0894;                    North         East     Units Scale Factor Converg.
 KV0894;SPC NJ       -   166,170.186   191,437.261   MT  0.99992113   +0 18 56.2
 KV0894;SPC NJ       -   545,176.69    628,073.75   sFT  0.99992113   +0 18 56.2
 KV0894;UTM  18      - 4,464,755.921   583,899.664   MT  0.99968665   +0 38 21.2
 KV0894
 KV0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0894!SPC NJ       -   1.00000489  x   0.99992113  =   0.99992602
 KV0894!UTM  18      -   1.00000489  x   0.99968665  =   0.99969153
 KV0894
 KV0894                          SUPERSEDED SURVEY CONTROL
 KV0894
 KV0894  NAD 83(1986)-  40 19 44.84830(N)    074 00 44.47085(W) AD(       ) 3
 KV0894  NGVD 29 (04/16/92)    1.789  (m)            5.87   (f) ADJUSTED    2 0
 KV0894
 KV0894.Superseded values are not recommended for survey control.
 KV0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0894.See file dsdata.txt to determine how the superseded data were derived.
 KV0894
 KV0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8390064756(NAD 83)
 KV0894_MARKER: DD = SURVEY DISK
 KV0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0894_SP_SET: CONCRETE POST
 KV0894_STAMPING: 1
 KV0894_MARK LOGO: NJBCN 
 KV0894_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0894+STABILITY: SURFACE MOTION
 KV0894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0894+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1988
 KV0894
 KV0894  HISTORY     - Date     Condition        Report By
 KV0894  HISTORY     - UNK      MONUMENTED       NJBCN
 KV0894  HISTORY     - 1961     GOOD             CGS
 KV0894  HISTORY     - 19881104 GOOD             NJGS
 KV0894
 KV0894                          STATION DESCRIPTION
 KV0894
 KV0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0894'2.5 MI SE FROM LITTLE SILVER.
 KV0894'1.5 MILES SOUTH ON SEVEN PONT ROAD FROM THE INTERSECTION OF RUMSON
 KV0894'ROAD AT THE EAST EDGE OF LITTLE SILVER, THENCE 0.5 MILE EAST ON
 KV0894'GOOSENECK POINT STREET.  ON GOOSENECK POINT IN THE BACK YARD OF
 KV0894'MR. MC ROBERTS HOME, 39.3 FEET NORTHEAST OF TRIANGULATION STATION
 KV0894'BLUFF, 21 FEET NORTHWEST OF THE EXTENDED LINE OF THE MC ROBERTS
 KV0894'HOUSE, 5 FEET SOUTHWEST OF THE OUTER EDGE OF THE SEA WALL AND 2
 KV0894'INCHES BELOW THE LEVEL OF THE LAWN.
 KV0894
 KV0894                          STATION RECOVERY (1988)
 KV0894
 KV0894'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV0894'TO REACH THE MARK GO 2.4 KM (3.86 MI) SOUTH ALONG SEVEN BRIDGES ROAD
 KV0894'FROM THE JUNCTION WITH RUMSON ROAD AT THE EAST END OF LITTLE SILVER,
 KV0894'THENCE 0.8 KM (1.29 MI) EAST ON GOOSE NECK POINT ROAD TO THE STATION
 KV0894'ON THE SOUTH BANK OF THE SHEWSBURY RIVER IN THE REAR OF THE HOME OF
 KV0894'ROBERT BROEGE, AT 93 GOOSE NECK POINT ROAD, PHONE 201 229 6156.  THE
 KV0894'POINT IS LOCATED ABOUT 6.5 M (21.33 FT) NORTHWEST OF THE EXTENDED
 KV0894'EAST LINE OF THE HOUSE, 12.0 M (39.37 FT) NORTHEAST OF TRIANGULATION
 KV0894'STATION BLUFF, 16.8 M (55.12 FT) NORTH NORTHWEST FROM A CAST IRON
 KV0894'WELL HEAD, 3.0 M (9.84 FT) SOUTHWEST OF A WITNESS POST, 2.0 M
 KV0894'(6.56 FT) SOUTH SOUTHEAST OF A WOODEN SEA WALL, AND 0.03 M (0.10 FT)
 KV0894'BELOW THE LEVEL OF THE LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6976 ***********************************************************************
 AM6976  DESIGNATION -  1 P 1
 AM6976  PID         -  AM6976
 AM6976  STATE/COUNTY-  NJ/ATLANTIC
 AM6976  USGS QUAD   -  OCEAN CITY (1994)
 AM6976
 AM6976                         *CURRENT SURVEY CONTROL
 AM6976  ___________________________________________________________________
 AM6976* NAD 83(1986)-  39 18 52.     (N)    074 34 06.     (W)     SCALED    
 AM6976* NAVD 88     -         3.018  (meters)       9.90   (feet)  ADJUSTED  
 AM6976  ___________________________________________________________________
 AM6976  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 AM6976  DYNAMIC HT  -           3.017 (meters)       9.90  (feet)  COMP
 AM6976  MODELED GRAV-     980,104.0   (mgal)                       NAVD 88
 AM6976
 AM6976  VERT ORDER  -  FIRST     CLASS II
 AM6976
 AM6976.The horizontal coordinates were scaled from a topographic map and have
 AM6976.an estimated accuracy of +/- 6 seconds.
 AM6976
 AM6976.The orthometric height was determined by differential leveling
 AM6976.and adjusted by the National Geodetic Survey in March 2005..
 AM6976
 AM6976.The geoid height was determined by GEOID03.
 AM6976
 AM6976.The dynamic height is computed by dividing the NAVD 88
 AM6976.geopotential number by the normal gravity value computed on the
 AM6976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6976.degrees latitude (g = 980.6199 gals.).
 AM6976
 AM6976.The modeled gravity was interpolated from observed gravity values.
 AM6976
 AM6976;                    North         East    Units  Estimated Accuracy
 AM6976;SPC NJ       -    53,410.      144,110.      MT  (+/- 180 meters Scaled)
 AM6976
 AM6976                          SUPERSEDED SURVEY CONTROL
 AM6976
 AM6976.No superseded survey control is available for this station.
 AM6976
 AM6976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ372517(NAD 83)
 AM6976_MARKER: DD = SURVEY DISK
 AM6976_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AM6976_SP_SET: BRIDGE SIDEWALK
 AM6976_STAMPING: 1 P 1 2000
 AM6976_MARK LOGO: NJGS  
 AM6976_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM6976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6976+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AM6976
 AM6976  HISTORY     - Date     Condition        Report By
 AM6976  HISTORY     - 2000     MONUMENTED       NJGS
 AM6976
 AM6976                          STATION DESCRIPTION
 AM6976
 AM6976'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6976'THE STATION IS LOCATED IN EGG HARBOR TOWNSHIP ON THE SOUTHEAST SIDE OF
 AM6976'STATE ROUTE 152.  TO REACH THE STATION FROM THE INTERSECTION OF SHORE
 AM6976'ROAD, COUNTY ROAD 585 AND MARYLAND AVENUE, COUNTY ROAD 620 IN THE CITY
 AM6976'OF SOMERS POINT, GO EAST ON MARYLAND AVENUE FOR 0.20 MI (0.32 KM) TO
 AM6976'THE INTERSECTION WITH BAY AVENUE, COUNTY ROAD 535 AND THE START OF
 AM6976'STATE ROUTE 152.  CONTINUE EAST ON STATE ROUTE 152 FOR 1.15 MI (1.85
 AM6976'KM) TO THE BRIDGE CARRYING STATE ROUTE 152 OVER AN UNNAMED CREEK,
 AM6976'STRUCTURE NUMBER 0122 156, AND THE STATION ON THE RIGHT, SET FLUSH IN
 AM6976'A DRILL HOLE AT THE SOUTHEAST END OF THE BRIDGE SIDEWALK.  THE STATION
 AM6976'IS 1.7 M (5.6 FT) NORTH FROM THE NORTH FACE OF THE SOUTH PARAPET WALL
 AM6976'WITH DATE PANEL ATTACHED, 7.7 M (25.3 FT) SOUTH FROM THE CENTERLINE OF
 AM6976'STATE ROUTE 152 AND 0.2 M (0.7 FT) SOUTH FROM THE SOUTH CURB OF STATE
 AM6976'ROUTE 152.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6977 ***********************************************************************
 AM6977  DESIGNATION -  1 Q 1
 AM6977  PID         -  AM6977
 AM6977  STATE/COUNTY-  NJ/ATLANTIC
 AM6977  USGS QUAD   -  OCEAN CITY (1994)
 AM6977
 AM6977                         *CURRENT SURVEY CONTROL
 AM6977  ___________________________________________________________________
 AM6977* NAD 83(1986)-  39 18 49.     (N)    074 33 10.     (W)     SCALED    
 AM6977* NAVD 88     -         4.952  (meters)      16.25   (feet)  ADJUSTED  
 AM6977  ___________________________________________________________________
 AM6977  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 AM6977  DYNAMIC HT  -           4.950 (meters)      16.24  (feet)  COMP
 AM6977  MODELED GRAV-     980,103.5   (mgal)                       NAVD 88
 AM6977
 AM6977  VERT ORDER  -  FIRST     CLASS II
 AM6977
 AM6977.The horizontal coordinates were scaled from a topographic map and have
 AM6977.an estimated accuracy of +/- 6 seconds.
 AM6977
 AM6977.The orthometric height was determined by differential leveling
 AM6977.and adjusted by the National Geodetic Survey in March 2005..
 AM6977
 AM6977.The geoid height was determined by GEOID03.
 AM6977
 AM6977.The dynamic height is computed by dividing the NAVD 88
 AM6977.geopotential number by the normal gravity value computed on the
 AM6977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6977.degrees latitude (g = 980.6199 gals.).
 AM6977
 AM6977.The modeled gravity was interpolated from observed gravity values.
 AM6977
 AM6977;                    North         East    Units  Estimated Accuracy
 AM6977;SPC NJ       -    53,320.      145,450.      MT  (+/- 180 meters Scaled)
 AM6977
 AM6977                          SUPERSEDED SURVEY CONTROL
 AM6977
 AM6977.No superseded survey control is available for this station.
 AM6977
 AM6977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ385516(NAD 83)
 AM6977_MARKER: DD = SURVEY DISK
 AM6977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM6977_STAMPING: 1 Q 1 2000
 AM6977_MARK LOGO: NJGS  
 AM6977_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM6977+STABILITY: SURFACE MOTION
 AM6977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6977+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AM6977
 AM6977  HISTORY     - Date     Condition        Report By
 AM6977  HISTORY     - 2000     MONUMENTED       NJGS
 AM6977
 AM6977                          STATION DESCRIPTION
 AM6977
 AM6977'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6977'THE STATION IS LOCATED IN EGG HARBOR TOWNSHIP ON THE SOUTH SIDE OF
 AM6977'STATE ROUTE 152.  TO REACH THE STATION FROM THE INTERSECTION OF SHORE
 AM6977'ROAD, COUNTY ROAD 585 AND MARYLAND AVENUE, COUNTY ROAD 620 IN THE CITY
 AM6977'OF SOMERS POINT, GO EAST ON MARYLAND AVENUE FOR 0.20 MI (0.32 KM) TO
 AM6977'THE INTERSECTION WITH BAY AVENUE, COUNTY ROAD 535 AND THE START OF
 AM6977'STATE ROUTE 152.  CONTINUE EAST ON STATE ROUTE 152 FOR 1.90 MI (3.06
 AM6977'KM) TO THE EAST END OF THE BRIDGE CARRYING STATE ROUTE 152 OVER BROAD
 AM6977'THOROFARE, STRUCTURE NUMBER 0122 155 AND THE STATION ON THE RIGHT, SET
 AM6977'FLUSH IN THE TOP OF A ROUND CONCRETE MONUMENT.  THE STATION IS ABOUT
 AM6977'30 M (98.4 FT) EAST FROM THE EAST END OF THE BRIDGE, 0.9 M (3.0 FT)
 AM6977'SOUTH FROM THE SOUTH CURBLINE OF STATE ROUTE 152 AND 0.9 M (3.0 FT)
 AM6977'NORTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6978 ***********************************************************************
 AM6978  DESIGNATION -  1 R 1
 AM6978  PID         -  AM6978
 AM6978  STATE/COUNTY-  NJ/ATLANTIC
 AM6978  USGS QUAD   -  OCEAN CITY (1994)
 AM6978
 AM6978                         *CURRENT SURVEY CONTROL
 AM6978  ___________________________________________________________________
 AM6978* NAD 83(1986)-  39 18 46.     (N)    074 32 50.     (W)     SCALED    
 AM6978* NAVD 88     -         4.092  (meters)      13.43   (feet)  ADJUSTED  
 AM6978  ___________________________________________________________________
 AM6978  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 AM6978  DYNAMIC HT  -           4.090 (meters)      13.42  (feet)  COMP
 AM6978  MODELED GRAV-     980,103.2   (mgal)                       NAVD 88
 AM6978
 AM6978  VERT ORDER  -  FIRST     CLASS II
 AM6978
 AM6978.The horizontal coordinates were scaled from a topographic map and have
 AM6978.an estimated accuracy of +/- 6 seconds.
 AM6978
 AM6978.The orthometric height was determined by differential leveling
 AM6978.and adjusted by the National Geodetic Survey in March 2005..
 AM6978
 AM6978.The geoid height was determined by GEOID03.
 AM6978
 AM6978.The dynamic height is computed by dividing the NAVD 88
 AM6978.geopotential number by the normal gravity value computed on the
 AM6978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6978.degrees latitude (g = 980.6199 gals.).
 AM6978
 AM6978.The modeled gravity was interpolated from observed gravity values.
 AM6978
 AM6978;                    North         East    Units  Estimated Accuracy
 AM6978;SPC NJ       -    53,220.      145,930.      MT  (+/- 180 meters Scaled)
 AM6978
 AM6978                          SUPERSEDED SURVEY CONTROL
 AM6978
 AM6978.No superseded survey control is available for this station.
 AM6978
 AM6978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ390515(NAD 83)
 AM6978_MARKER: DD = SURVEY DISK
 AM6978_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AM6978_SP_SET: BRIDGE ABUTMENT
 AM6978_STAMPING: 1 R 1 2000
 AM6978_MARK LOGO: NJGS  
 AM6978_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6978+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AM6978
 AM6978  HISTORY     - Date     Condition        Report By
 AM6978  HISTORY     - 2000     MONUMENTED       NJGS
 AM6978
 AM6978                          STATION DESCRIPTION
 AM6978
 AM6978'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6978'THE STATION IS LOCATED IN EGG HARBOR TOWNSHIP ON THE SOUTH SIDE OF
 AM6978'STATE ROUTE 152.  TO REACH THE STATION FROM THE INTERSECTION OF SHORE
 AM6978'ROAD, COUNTY ROAD 585 AND MARYLAND AVENUE, COUNTY ROAD 620 IN THE CITY
 AM6978'OF SOMERS POINT, GO EAST ON MARYLAND AVENUE FOR 0.20 MI (0.32 KM) TO
 AM6978'THE INTERSECTION WITH BAY AVENUE, COUNTY ROAD 535 AND THE START OF
 AM6978'STATE ROUTE 152.  CONTINUE EAST ON STATE ROUTE 152 FOR 2.50 MI (4.02
 AM6978'KM) TO THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN THE TOP
 AM6978'OF THE SOUTHWEST ABUTMENT OF THE BRIDGE CARRYING STATE ROUTE 152 OVER
 AM6978'DOLES CREEK, STRUCTURE NUMBER 0122 153.  THE STATION IS 16.0 M (52.5
 AM6978'FT) WEST FROM THE CENTER OF THE BRIDGE AND 0.7 M (2.3 FT) SOUTH FROM
 AM6978'THE SOUTH CURBLINE OF STATE ROUTE 152.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6987 ***********************************************************************
 AM6987  DESIGNATION -  1 S 1
 AM6987  PID         -  AM6987
 AM6987  STATE/COUNTY-  NJ/ATLANTIC
 AM6987  USGS QUAD   -  OCEAN CITY (1994)
 AM6987
 AM6987                         *CURRENT SURVEY CONTROL
 AM6987  ___________________________________________________________________
 AM6987* NAD 83(1986)-  39 18 56.     (N)    074 36 19.     (W)     SCALED    
 AM6987* NAVD 88     -         7.194  (meters)      23.60   (feet)  ADJUSTED  
 AM6987  ___________________________________________________________________
 AM6987  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 AM6987  DYNAMIC HT  -           7.190 (meters)      23.59  (feet)  COMP
 AM6987  MODELED GRAV-     980,105.1   (mgal)                       NAVD 88
 AM6987
 AM6987  VERT ORDER  -  FIRST     CLASS II
 AM6987
 AM6987.The horizontal coordinates were scaled from a topographic map and have
 AM6987.an estimated accuracy of +/- 6 seconds.
 AM6987
 AM6987.The orthometric height was determined by differential leveling
 AM6987.and adjusted by the National Geodetic Survey in March 2005..
 AM6987
 AM6987.The geoid height was determined by GEOID03.
 AM6987
 AM6987.The dynamic height is computed by dividing the NAVD 88
 AM6987.geopotential number by the normal gravity value computed on the
 AM6987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6987.degrees latitude (g = 980.6199 gals.).
 AM6987
 AM6987.The modeled gravity was interpolated from observed gravity values.
 AM6987
 AM6987;                    North         East    Units  Estimated Accuracy
 AM6987;SPC NJ       -    53,540.      140,920.      MT  (+/- 180 meters Scaled)
 AM6987
 AM6987                          SUPERSEDED SURVEY CONTROL
 AM6987
 AM6987.No superseded survey control is available for this station.
 AM6987
 AM6987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ340518(NAD 83)
 AM6987_MARKER: DD = SURVEY DISK
 AM6987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM6987_STAMPING: 1 S 1 2000
 AM6987_MARK LOGO: NJGS  
 AM6987_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM6987+STABILITY: SURFACE MOTION
 AM6987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6987+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2000
 AM6987
 AM6987  HISTORY     - Date     Condition        Report By
 AM6987  HISTORY     - 2000     MONUMENTED       NJGS
 AM6987  HISTORY     - 20000526 GOOD             NJGS
 AM6987
 AM6987                          STATION DESCRIPTION
 AM6987
 AM6987'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6987'THE STATION IS LOCATED IN THE CITY OF SOMERS POINT ON THE EAST SIDE OF
 AM6987'STATE ROUTE 52 ABOUT 0.05 MI (0.08 KM) SOUTH OF THE STATE ROUTE 52 AND
 AM6987'US HIGHWAY 9 INTERSECTION.  THE STATION IS0.6 M EAST OF THE EAST CURB
 AM6987'OF STATE ROUTE 52 NORTHBOUND LANES, 5.0 M (16.4 FT) SOUTH OF ROUTE 9
 AM6987'HIGHWAY SIGN WITH A WITNESS SIGN ATTACHED, 6.7 M (22.0 FT) NORTH OF AN
 AM6987'INLET ON THE EAST CURB OF ROUTE 52, 18.7 M (61.4 FT) SOUTH OF POLE
 AM6987'NUMBER P40960 AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6988 ***********************************************************************
 AM6988  DESIGNATION -  1 T 1
 AM6988  PID         -  AM6988
 AM6988  STATE/COUNTY-  NJ/CAPE MAY
 AM6988  USGS QUAD   -  OCEAN CITY (1994)
 AM6988
 AM6988                         *CURRENT SURVEY CONTROL
 AM6988  ___________________________________________________________________
 AM6988* NAD 83(1986)-  39 18 14.     (N)    074 35 39.     (W)     SCALED    
 AM6988* NAVD 88     -         1.856  (meters)       6.09   (feet)  ADJUSTED  
 AM6988  ___________________________________________________________________
 AM6988  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 AM6988  DYNAMIC HT  -           1.855 (meters)       6.09  (feet)  COMP
 AM6988  MODELED GRAV-     980,102.8   (mgal)                       NAVD 88
 AM6988
 AM6988  VERT ORDER  -  FIRST     CLASS II
 AM6988
 AM6988.The horizontal coordinates were scaled from a topographic map and have
 AM6988.an estimated accuracy of +/- 6 seconds.
 AM6988
 AM6988.The orthometric height was determined by differential leveling
 AM6988.and adjusted by the National Geodetic Survey in March 2005..
 AM6988
 AM6988.The geoid height was determined by GEOID03.
 AM6988
 AM6988.The dynamic height is computed by dividing the NAVD 88
 AM6988.geopotential number by the normal gravity value computed on the
 AM6988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6988.degrees latitude (g = 980.6199 gals.).
 AM6988
 AM6988.The modeled gravity was interpolated from observed gravity values.
 AM6988
 AM6988;                    North         East    Units  Estimated Accuracy
 AM6988;SPC NJ       -    52,240.      141,880.      MT  (+/- 180 meters Scaled)
 AM6988
 AM6988                          SUPERSEDED SURVEY CONTROL
 AM6988
 AM6988.No superseded survey control is available for this station.
 AM6988
 AM6988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ349505(NAD 83)
 AM6988_MARKER: DD = SURVEY DISK
 AM6988_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AM6988_SP_SET: MANHOLE FOUNDATION
 AM6988_STAMPING: 1 T 1 2000
 AM6988_MARK LOGO: NJGS  
 AM6988_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM6988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6988+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AM6988
 AM6988  HISTORY     - Date     Condition        Report By
 AM6988  HISTORY     - 2000     MONUMENTED       NJGS
 AM6988
 AM6988                          STATION DESCRIPTION
 AM6988
 AM6988'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6988'THE STATION IS LOCATED IN OCEAN CITY, SET IN A DRILL HOLE IN THE
 AM6988'SOUTHEAST CORNER OF A DOT TRAFFIC MANHOLE ON THE EAST SIDE OF STATE
 AM6988'ROUTE 52.  THE STATION IS BETWEEN THE STATE ROUTE 52 DRAWBRIDGE TO THE
 AM6988'NORTH AND THE ROUTE 52 BRIDGE SPANNING ELBOW THOROFARE TO THE SOUTH,
 AM6988'128 M (419.9 FT) SOUTH OF THE SOUTHEAST END OF THE ROUTE 52
 AM6988'DRAWBRIDGE, 4.9 M (16.1 FT) SOUTHEAST OF POLE NUMBER 8185, 4.6 M (15.1
 AM6988'FT) OF TRAFFIC BOX NUMBER 0511105, 6.4 M (21.0 FT) NORTH OF A TRAFFIC
 AM6988'SIGNAL LIGHT FOR THE NORTHBOUND LANES OF ROUTE 52, FLUSH WITH THE
 AM6988'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0286 ***********************************************************************
 JU0286  DESIGNATION -  1 USFWS
 JU0286  PID         -  JU0286
 JU0286  STATE/COUNTY-  NJ/ATLANTIC
 JU0286  USGS QUAD   -  OCEANVILLE (1989)
 JU0286
 JU0286                         *CURRENT SURVEY CONTROL
 JU0286  ___________________________________________________________________
 JU0286* NAD 83(1986)-  39 26 53.     (N)    074 24 31.     (W)     SCALED    
 JU0286* NAVD 88     -         1.157  (meters)       3.80   (feet)  ADJUSTED  
 JU0286  ___________________________________________________________________
 JU0286  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JU0286  DYNAMIC HT  -           1.156 (meters)       3.79  (feet)  COMP
 JU0286  MODELED GRAV-     980,123.4   (mgal)                       NAVD 88
 JU0286
 JU0286  VERT ORDER  -  SECOND    CLASS 0
 JU0286
 JU0286.The horizontal coordinates were scaled from a topographic map and have
 JU0286.an estimated accuracy of +/- 6 seconds.
 JU0286
 JU0286.The orthometric height was determined by differential leveling
 JU0286.and adjusted by the National Geodetic Survey in June 1991..
 JU0286
 JU0286.The geoid height was determined by GEOID03.
 JU0286
 JU0286.The dynamic height is computed by dividing the NAVD 88
 JU0286.geopotential number by the normal gravity value computed on the
 JU0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0286.degrees latitude (g = 980.6199 gals.).
 JU0286
 JU0286.The modeled gravity was interpolated from observed gravity values.
 JU0286
 JU0286;                    North         East    Units  Estimated Accuracy
 JU0286;SPC NJ       -    68,240.      157,870.      MT  (+/- 180 meters Scaled)
 JU0286
 JU0286                          SUPERSEDED SURVEY CONTROL
 JU0286
 JU0286  NGVD 29 (??/??/??)    1.538  (m)            5.05   (f) ADJUSTED    2 0
 JU0286
 JU0286.Superseded values are not recommended for survey control.
 JU0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0286.See file dsdata.txt to determine how the superseded data were derived.
 JU0286
 JU0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ508666(NAD 83)
 JU0286_MARKER: DD = SURVEY DISK
 JU0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0286_SP_SET: CONCRETE WALL
 JU0286_STAMPING: NO 1
 JU0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0286
 JU0286  HISTORY     - Date     Condition        Report By
 JU0286  HISTORY     - UNK      MONUMENTED       USFWS
 JU0286  HISTORY     - 1974     GOOD             NGS
 JU0286
 JU0286                          STATION DESCRIPTION
 JU0286
 JU0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JU0286'3.8 MI SE FROM OCEANVILLE.
 JU0286'0.75 MILE SOUTHEAST ALONG GREAT CREEK ROAD FROM THE JUNCTION
 JU0286'OF U.S. HIGHWAY 9 AT OCEANVILLE, TO THE BRIGANTINE NATIONAL
 JU0286'WILDLIFE REFUGE OFFICE, THENCE 2.35 MILE SOUTHEAST ALONG DIKE
 JU0286'TO THE SOUTHEAST DIKE, THENCE 0.3 MILE NORTHEAST ALONG DIKE
 JU0286'TO A WATER CONTROL BRIDGE, IN THE NORTHEAST END OF THE SOUTHWEST
 JU0286'CONCRETE WALL THAT PASSES UNDER DIKE, 36 FEET NORTHWEST OF THE
 JU0286'CENTER OF THE DIKE AND 3 FEET LOWER THAN THE TOP.  SET IN A
 JU0286'DRILL HOLE IN WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1116 ***********************************************************************
 KV1116  DESIGNATION -  10
 KV1116  PID         -  KV1116
 KV1116  STATE/COUNTY-  NJ/HUNTERDON
 KV1116  USGS QUAD   -  STOCKTON (1981)
 KV1116
 KV1116                         *CURRENT SURVEY CONTROL
 KV1116  ___________________________________________________________________
 KV1116* NAD 83(1986)-  40 24 05.     (N)    074 58 09.     (W)     SCALED    
 KV1116* NAVD 88     -        23.719  (meters)      77.82   (feet)  ADJUSTED  
 KV1116  ___________________________________________________________________
 KV1116  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KV1116  DYNAMIC HT  -          23.708 (meters)      77.78  (feet)  COMP
 KV1116  MODELED GRAV-     980,148.8   (mgal)                       NAVD 88
 KV1116
 KV1116  VERT ORDER  -  FIRST     CLASS I
 KV1116
 KV1116.The horizontal coordinates were scaled from a topographic map and have
 KV1116.an estimated accuracy of +/- 6 seconds.
 KV1116
 KV1116.The orthometric height was determined by differential leveling
 KV1116.and adjusted by the National Geodetic Survey in June 1991..
 KV1116.WARNING-Repeat measurements at this control monument indicate possible
 KV1116.vertical movement.
 KV1116
 KV1116.The geoid height was determined by GEOID03.
 KV1116
 KV1116.The dynamic height is computed by dividing the NAVD 88
 KV1116.geopotential number by the normal gravity value computed on the
 KV1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1116.degrees latitude (g = 980.6199 gals.).
 KV1116
 KV1116.The modeled gravity was interpolated from observed gravity values.
 KV1116
 KV1116;                    North         East    Units  Estimated Accuracy
 KV1116;SPC NJ       -   174,190.      110,180.      MT  (+/- 180 meters Scaled)
 KV1116
 KV1116                          SUPERSEDED SURVEY CONTROL
 KV1116
 KV1116  NGVD 29 (01/10/92)   23.991  (m)           78.71   (f) ADJUSTED    1 1
 KV1116
 KV1116.Superseded values are not recommended for survey control.
 KV1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1116.See file dsdata.txt to determine how the superseded data were derived.
 KV1116
 KV1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK026723(NAD 83)
 KV1116_MARKER: B = BOLT
 KV1116_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1116_SP_SET: ABUTMENT
 KV1116_MARK LOGO: NONE  
 KV1116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1116_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1116+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1988
 KV1116
 KV1116  HISTORY     - Date     Condition        Report By
 KV1116  HISTORY     - 1935     MONUMENTED       PRR
 KV1116  HISTORY     - 1956     GOOD             CGS
 KV1116  HISTORY     - 1972     GOOD             NJGS
 KV1116  HISTORY     - 19881101 GOOD             NJGS
 KV1116  HISTORY     - 19970126 POOR             USPSQD
 KV1116
 KV1116                          STATION DESCRIPTION
 KV1116
 KV1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1116'0.6 MI S FROM STOCKTON.
 KV1116'0.55 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KV1116'AT STOCKTON, ON TOP OF THE WEST END OF THE NORTH STONE ABUTMENT
 KV1116'OF A STEEL BRIDGE OVER A FEEDER CANAL, 8.2 FEET WEST OF THE
 KV1116'WEST RAIL AND 3 FEET LOWER THAN THE TRACK.  NOTE-- THE LETTERING
 KV1116'BM AND THE NUMBER 10 IS CHISELED IN THE ABUTMENT 0.6 FOOT NORTH
 KV1116'OF THE BOLT.
 KV1116
 KV1116                          STATION RECOVERY (1972)
 KV1116
 KV1116'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1972
 KV1116'RECOVERED IN GOOD CONDITION.
 KV1116
 KV1116                          STATION RECOVERY (1988)
 KV1116
 KV1116'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1116'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1116'0.88 KM (0.55 MI) SOUTH ALONG THE DELAWARE RARITAN CANAL AND BIKE PATH
 KV1116'FROM THE OLD STATION AT STOCKTON, ON TOP OF THE WEST END OF THE NORTH
 KV1116'STONE ABUTMENT OF A STEEL BRIDGE OVER THE CANAL. THE MARK IS 0.9 M
 KV1116'(3.0 FT) LOWER THAN THE PATH. THE LETTERING BM AND THE NUMBER 10 IS
 KV1116'CHISELED IN THE ABUTMENT 0.2 M (0.7 FT) NORTH OF THE BOLT.
 KV1116
 KV1116                          STATION RECOVERY (1997)
 KV1116
 KV1116'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV1116'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6059 ***********************************************************************
 KV6059  DESIGNATION -  10 A 1
 KV6059  PID         -  KV6059
 KV6059  STATE/COUNTY-  NJ/HUNTERDON
 KV6059  USGS QUAD   -  LAMBERTVILLE (1995)
 KV6059
 KV6059                         *CURRENT SURVEY CONTROL
 KV6059  ___________________________________________________________________
 KV6059* NAD 83(1986)-  40 21 26.     (N)    074 56 37.     (W)     SCALED    
 KV6059* NAVD 88     -        19.617  (meters)      64.36   (feet)  ADJUSTED  
 KV6059  ___________________________________________________________________
 KV6059  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KV6059  DYNAMIC HT  -          19.607 (meters)      64.33  (feet)  COMP
 KV6059  MODELED GRAV-     980,145.0   (mgal)                       NAVD 88
 KV6059
 KV6059  VERT ORDER  -  FIRST     CLASS I
 KV6059
 KV6059.The horizontal coordinates were scaled from a topographic map and have
 KV6059.an estimated accuracy of +/- 6 seconds.
 KV6059
 KV6059.The orthometric height was determined by differential leveling
 KV6059.and adjusted by the National Geodetic Survey in June 1991..
 KV6059
 KV6059.The geoid height was determined by GEOID03.
 KV6059
 KV6059.The dynamic height is computed by dividing the NAVD 88
 KV6059.geopotential number by the normal gravity value computed on the
 KV6059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6059.degrees latitude (g = 980.6199 gals.).
 KV6059
 KV6059.The modeled gravity was interpolated from observed gravity values.
 KV6059
 KV6059;                    North         East    Units  Estimated Accuracy
 KV6059;SPC NJ       -   169,270.      112,320.      MT  (+/- 180 meters Scaled)
 KV6059
 KV6059                          SUPERSEDED SURVEY CONTROL
 KV6059
 KV6059  NGVD 29 (01/10/92)   19.894  (m)           65.27   (f) ADJUSTED    1 1
 KV6059
 KV6059.Superseded values are not recommended for survey control.
 KV6059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6059.See file dsdata.txt to determine how the superseded data were derived.
 KV6059
 KV6059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK047674(NAD 83)
 KV6059_MARKER: DD = SURVEY DISK
 KV6059_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV6059_SP_SET: CULVERT
 KV6059_STAMPING: 10 A 1 1988
 KV6059_MARK LOGO: NJGS  
 KV6059_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6059+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KV6059
 KV6059  HISTORY     - Date     Condition        Report By
 KV6059  HISTORY     - 1988     MONUMENTED       NJGS
 KV6059  HISTORY     - 19970126 MARK NOT FOUND   USPSQD
 KV6059
 KV6059                          STATION DESCRIPTION
 KV6059
 KV6059'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6059'1.0 KM (0.60 MI) SOUTH ALONG THE RAILROAD LINE FROM THE FORMER
 KV6059'STATION, NOW A RESTAURANT, IN LAMBERTVILLE TO A 6.1 M (20.0 FT) WIDE
 KV6059'CONCRETE OVERFLOW CULVERT WITH FOUR GEARS FOR REGULATING THE FLOW
 KV6059'GATES.  THE CULVERT IS ALSO LOCATED 36.3 M (119.1 FT) NORTH OF THE
 KV6059'GATE INTO THE DELAWARE RARITAN CANAL STATE PARK, 1.2 M (3.9 FT) WEST
 KV6059'OF THE EAST EDGE OF THE CULVERT, 0.8 M (2.6 FT) SOUTH OF THE SECOND
 KV6059'MOST NORTHERLY OF THE GATE CONTROLS, 1.2 M (3.9 FT) NORTH OF THE THIRD
 KV6059'AND MOST NORTHERLY OF THE GATE CONTROLS, 4.3 M (14.1 FT) EAST OF THE
 KV6059'EAST RAIL OF THE RAILROAD TRACK, 8.9 M (29.2 FT) EAST OF THE
 KV6059'CENTERLINE PATH LEADING TO THE CANAL PARK, 3.1 M (10.2 FT) SOUTH
 KV6059'SOUTHWEST OF THE NORTHEAST CORNER OF THE CULVERT AND 3.5 M (11.5 FT)
 KV6059'NORTH NORTHWEST OF THE SOUTHEAST CORNER OF THE CULVERT.
 KV6059
 KV6059                          STATION RECOVERY (1997)
 KV6059
 KV6059'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6062 ***********************************************************************
 KV6062  FBN         -  This is a Federal Base Network Control Station.
 KV6062  DESIGNATION -  10 B 1
 KV6062  PID         -  KV6062
 KV6062  STATE/COUNTY-  NJ/HUNTERDON
 KV6062  USGS QUAD   -  STOCKTON (1981)
 KV6062
 KV6062                         *CURRENT SURVEY CONTROL
 KV6062  ___________________________________________________________________
 KV6062* NAD 83(1996)-  40 22 57.97543(N)    074 57 08.89789(W)     ADJUSTED  
 KV6062* NAVD 88     -        26.817  (meters)      87.98   (feet)  ADJUSTED  
 KV6062  ___________________________________________________________________
 KV6062  X           -   1,263,123.418 (meters)                     COMP
 KV6062  Y           -  -4,698,447.358 (meters)                     COMP
 KV6062  Z           -   4,110,448.071 (meters)                     COMP
 KV6062  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 KV6062  ELLIP HEIGHT-          -7.11  (meters)          (09/24/01) GPS OBS
 KV6062  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KV6062  DYNAMIC HT  -          26.804 (meters)      87.94  (feet)  COMP
 KV6062  MODELED GRAV-     980,147.8   (mgal)                       NAVD 88
 KV6062
 KV6062  HORZ ORDER  -  A
 KV6062  VERT ORDER  -  FIRST     CLASS I
 KV6062  ELLP ORDER  -  FOURTH    CLASS I
 KV6062
 KV6062.The horizontal coordinates were established by GPS observations
 KV6062.and adjusted by the National Geodetic Survey in July 1997..
 KV6062.No horizontal observational check was made to the station.
 KV6062
 KV6062.The orthometric height was determined by differential leveling
 KV6062.and adjusted by the National Geodetic Survey in June 1991..
 KV6062
 KV6062.Photographs are available for this station.
 KV6062
 KV6062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6062
 KV6062.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6062
 KV6062.The ellipsoidal height was determined by GPS observations
 KV6062.and is referenced to NAD 83.
 KV6062
 KV6062.The geoid height was determined by GEOID03.
 KV6062
 KV6062.The dynamic height is computed by dividing the NAVD 88
 KV6062.geopotential number by the normal gravity value computed on the
 KV6062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6062.degrees latitude (g = 980.6199 gals.).
 KV6062
 KV6062.The modeled gravity was interpolated from observed gravity values.
 KV6062
 KV6062;                    North         East     Units Scale Factor Converg.
 KV6062;SPC NJ       -   172,110.682   111,582.085   MT  0.99991816   -0 17 35.4
 KV6062;SPC NJ       -   564,666.46    366,082.22   sFT  0.99991816   -0 17 35.4
 KV6062;SPC PA S     -   120,286.278   837,503.331   MT  0.99996020   +1 48 54.1
 KV6062;SPC PA S     -   394,639.23  2,747,708.85   sFT  0.99996020   +1 48 54.1
 KV6062;UTM  18      - 4,470,243.543   504,034.263   MT  0.99960020   +0 01 50.9
 KV6062
 KV6062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6062!SPC NJ       -   1.00000112  x   0.99991816  =   0.99991928
 KV6062!SPC PA S     -   1.00000112  x   0.99996020  =   0.99996132
 KV6062!UTM  18      -   1.00000112  x   0.99960020  =   0.99960131
 KV6062
 KV6062                          SUPERSEDED SURVEY CONTROL
 KV6062
 KV6062  ELLIP H (07/24/97)   -7.11   (m)                       GP(       ) 2 1
 KV6062  ELLIP H (11/22/95)   -7.01   (m)                       GP(       ) 1 1
 KV6062  NAD 83(1996)-  40 22 57.97042(N)    074 57 08.90298(W) AD(       ) A
 KV6062  NAD 83(1992)-  40 22 57.97463(N)    074 57 08.89801(W) AD(       ) A
 KV6062  ELLIP H (04/16/93)   -7.16   (m)                       GP(       ) 3 1
 KV6062  NAVD 88 (04/16/93)   26.82   (m)           88.0    (f) LEVELING    3  
 KV6062  NGVD 29 (01/10/92)   27.090  (m)           88.88   (f) ADJUSTED    1 1
 KV6062
 KV6062.Superseded values are not recommended for survey control.
 KV6062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6062.See file dsdata.txt to determine how the superseded data were derived.
 KV6062
 KV6062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0403470244(NAD 83)
 KV6062_MARKER: DD = SURVEY DISK
 KV6062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6062_SP_SET: CONCRETE POST
 KV6062_STAMPING: 10 B 1 1988
 KV6062_MARK LOGO: NJGS  
 KV6062_PROJECTION: FLUSH
 KV6062_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6062+STABILITY: SURFACE MOTION
 KV6062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6062+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2006
 KV6062
 KV6062  HISTORY     - Date     Condition        Report By
 KV6062  HISTORY     - 1988     MONUMENTED       NJGS
 KV6062  HISTORY     - 19920904 GOOD             NGS
 KV6062  HISTORY     - 19930315 GOOD             NJGS
 KV6062  HISTORY     - 19940608 GOOD             NGS
 KV6062  HISTORY     - 19940909 GOOD             NGS
 KV6062  HISTORY     - 19951204 GOOD             NJGS
 KV6062  HISTORY     - 19961125 GOOD             NJGS
 KV6062  HISTORY     - 20000704 GOOD             NGS
 KV6062  HISTORY     - 20010510 GOOD             TWT
 KV6062  HISTORY     - 20031001 GOOD             PADT
 KV6062  HISTORY     - 20050411 GOOD             NJGS
 KV6062  HISTORY     - 20060827 GOOD             STEWRT
 KV6062
 KV6062                          STATION DESCRIPTION
 KV6062
 KV6062'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6062'2.3 KM (1.45 MI) NORTH ALONG STATE ROUTE 29, MAINSTREET FROM THE
 KV6062'JUNCTION WITH STATE ROUTE 179 IN LAMBERTVILLE TO THE THIRD ENTRANCE
 KV6062'GATE NORTH OF THE SOUTH END OF THE HOLCOME RIVERVIEW CEMETERY. 35.5 M
 KV6062'(116.5 FT) NORTHWEST OF THAT ENTRANCE, 15.38 M (50.5 FT) SOUTHWEST OF
 KV6062'THE CENTERLINE OF THE ROAD, 11.26 M (36.9 FT) SOUTHEAST OF THE WEST
 KV6062'END OF THE CEMETERY SIGN, 5.60 M (18.4 FT) NORTHEAST OF THE FLAT
 KV6062'MARKER FOR W AUGUSTIS KITCHEN, 1.5 M (4.9 FT) NORTHEAST OF A 4 FOOT
 KV6062'FENCE AND 0.03 M (0.1 FT) BELOW THE GROUND.
 KV6062
 KV6062                          STATION RECOVERY (1992)
 KV6062
 KV6062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 KV6062'THE STATION IS LOCATED ABOUT 1.78 KM (1.10 MI) NORTH OF LAMBERT, 3.24
 KV6062'KM (2.00 MI) SOUTHEAST OF STOCKTON AND ABOUT 4.86 KM (3.00 MI)
 KV6062'SOUTHWEST OF MOUNT AIRY, AT THE HOLCOMBE RIVERVIEW CEMETERY.
 KV6062'OWNERSHIP--UNKNOWN.
 KV6062'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 AND STATE
 KV6062'HIGHWAY 179 IN LAMBERTVILLE, GO NORTH ON STATE HIGHWAY 29 FOR 1.78 KM
 KV6062'(1.10 MI) TO THE STATION ON THE LEFT.
 KV6062'LOCATED 35.5 M (116.5 FT) NORTHWEST OF THE CENTER OF THE THIRD
 KV6062'ENTRANCE ROAD FROM THE SOUTH END OF THE HOLCOMB RIVERVIEW CEMETERY,
 KV6062'15.38 M (50.46 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 KV6062'11.26 M (36.94 FT) SOUTHEAST FROM THE EAST END OF THE CEMETERY SIGN,
 KV6062'5.6 M (18.4 FT) NORTHEAST OF THE FLAT HEADSTONE MARKER FOR W.
 KV6062'AUGUSTIN KITCHEN, 1.5 M (4.9 FT) NORTEAST OF A 4 FOOT (1.2 M) FENCE
 KV6062'THAT SURRONDS THE CEMETERY AND 0.3 M (1.0 FT) BELOW THE SURFACE OF
 KV6062'THE GROUND.
 KV6062
 KV6062                          STATION RECOVERY (1993)
 KV6062
 KV6062'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6062'RECOVERED IN GOOD CONDITION.
 KV6062
 KV6062                          STATION RECOVERY (1994)
 KV6062
 KV6062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 KV6062'RECOVERED AS DESCRIBED.
 KV6062
 KV6062                          STATION RECOVERY (1994)
 KV6062
 KV6062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 KV6062'RECOVERED AS DESCRIBED.
 KV6062
 KV6062                          STATION RECOVERY (1995)
 KV6062
 KV6062'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 KV6062'RECOVERED AS DESCRIBED AS PER THE 1993 DESCRIPTION WITH THE FOLLOWING
 KV6062'ADDITIONS, 4.5 FT (1.4 M) NORTHEAST OF A WITNESS SIGN ATTACHED TO THE
 KV6062'CEMETERY FENCE AND 14.0 FT (4.3 M) WEST OF A WITNESS SIGN ATTACHED TO
 KV6062'A RAILROAD GRADE CROSSING AHEAD SIGN FOR THE SOUTHBOUND LANES OF STATE
 KV6062'ROUTE 29.
 KV6062
 KV6062                          STATION RECOVERY (1996)
 KV6062
 KV6062'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (JVS)
 KV6062'RECOVERED AS DESCRIBED.
 KV6062
 KV6062                          STATION RECOVERY (2000)
 KV6062
 KV6062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 KV6062'THE STATION IS LOCATED ABOUT 1.61 KM (1.00 MI) NORTH OF LAMBERTVILLE,
 KV6062'3.22 KM (2.00 MI) SOUTHEAST OF STOCKTON, ON THE NORTHEAST SIDE OF
 KV6062'THE CHAIN LINK FENCE OF THE HOLCOMBE RIVERVIEW CEMETERY.
 KV6062'OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6062'STATE HIGHWAYS 29 (MAIN STREET) AND 179 (BRIDGE STREET) NEAR THE
 KV6062'CENTER OF LAMBERTVILLE, GO NORTH ON HIGHWAY 29 FOR 1.78 KM (1.10 MI)
 KV6062'TO THE STATION ON THE LEFT, IN THE GRASSY LAWN BETWEEN THE
 KV6062'CEMETERY FENCE LINE AND THE WEST SHOULDER OF THE HIGHWAY.  THE
 KV6062'STATION IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST RECESSED
 KV6062'3 CM BELOW GROUND. LOCATED 35.67 M (117.03 FT) NORTHWEST OF THE
 KV6062'CENTER OF THE THIRD ENTRANCE DRIVE NORTH OF THE SOUTH END OF
 KV6062'THE CEMETERY, 11.28 M (37.01 FT) SOUTHEAST OF THE EAST LEG OF THE
 KV6062'CEMETERY SIGN, 5.64 M (18.50 FT) NORTHEAST OF THE NORTHEAST FACE OF
 KV6062'A SMALL FLAT HEADSTONE INSCRIBED AUGUSTIN KITCHEN, 4.3 M (14.1 FT)
 KV6062'WEST OF A NJGS METAL WITNESS POST ATTACHED TO THE METAL POST
 KV6062'SUPPORTING A SIGN --RAILROAD CROSSING-- AND 1.38 M (4.53 FT)
 KV6062'NORTHEAST OF THE CHAIN LINK CEMETERY FENCE WITH A NJGS METAL
 KV6062'WITNESS POST ATTACHED.
 KV6062'
 KV6062
 KV6062                          STATION RECOVERY (2001)
 KV6062
 KV6062'RECOVERY NOTE BY TWT CONS ENG 2001 (DRF)
 KV6062'RECOVERED IN GOOD CONDITION.
 KV6062
 KV6062                          STATION RECOVERY (2003)
 KV6062
 KV6062'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (ADR)
 KV6062'RECOVERED IN GOOD CONDITION.
 KV6062
 KV6062                          STATION RECOVERY (2005)
 KV6062
 KV6062'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2005 (ECB)
 KV6062'RECOVERED AS DESCRIBED.
 KV6062
 KV6062                          STATION RECOVERY (2006)
 KV6062
 KV6062'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2006 (DEN)
 KV6062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6063 ***********************************************************************
 KV6063  DESIGNATION -  10 C 1
 KV6063  PID         -  KV6063
 KV6063  STATE/COUNTY-  NJ/HUNTERDON
 KV6063  USGS QUAD   -  STOCKTON (1981)
 KV6063
 KV6063                         *CURRENT SURVEY CONTROL
 KV6063  ___________________________________________________________________
 KV6063* NAD 83(1996)-  40 24 17.94501(N)    074 58 37.38568(W)     ADJUSTED  
 KV6063* NAVD 88     -        23.825  (meters)      78.17   (feet)  ADJUSTED  
 KV6063  ___________________________________________________________________
 KV6063  X           -   1,260,692.725 (meters)                     COMP
 KV6063  Y           -  -4,697,442.711 (meters)                     COMP
 KV6063  Z           -   4,112,324.731 (meters)                     COMP
 KV6063  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 KV6063  ELLIP HEIGHT-         -10.15  (meters)          (10/23/02) GPS OBS
 KV6063  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KV6063  DYNAMIC HT  -          23.813 (meters)      78.13  (feet)  COMP
 KV6063  MODELED GRAV-     980,148.7   (mgal)                       NAVD 88
 KV6063
 KV6063  HORZ ORDER  -  FIRST
 KV6063  VERT ORDER  -  FIRST     CLASS I
 KV6063  ELLP ORDER  -  FOURTH    CLASS I
 KV6063
 KV6063.The horizontal coordinates were established by GPS observations
 KV6063.and adjusted by the National Geodetic Survey in May 1999..
 KV6063
 KV6063.The orthometric height was determined by differential leveling
 KV6063.and adjusted by the National Geodetic Survey in June 1991..
 KV6063
 KV6063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6063
 KV6063.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6063
 KV6063.The ellipsoidal height was determined by GPS observations
 KV6063.and is referenced to NAD 83.
 KV6063
 KV6063.The geoid height was determined by GEOID03.
 KV6063
 KV6063.The dynamic height is computed by dividing the NAVD 88
 KV6063.geopotential number by the normal gravity value computed on the
 KV6063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6063.degrees latitude (g = 980.6199 gals.).
 KV6063
 KV6063.The modeled gravity was interpolated from observed gravity values.
 KV6063
 KV6063;                    North         East     Units Scale Factor Converg.
 KV6063;SPC NJ       -   174,588.084   109,508.382   MT  0.99992018   -0 18 33.2
 KV6063;SPC NJ       -   572,794.41    359,278.75   sFT  0.99992018   -0 18 33.2
 KV6063;SPC PA S     -   122,685.815   835,339.806   MT  0.99995982   +1 47 56.7
 KV6063;SPC PA S     -   402,511.71  2,740,610.68   sFT  0.99995982   +1 47 56.7
 KV6063;UTM  18      - 4,472,708.391   501,947.249   MT  0.99960005   +0 00 53.5
 KV6063
 KV6063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6063!SPC NJ       -   1.00000159  x   0.99992018  =   0.99992177
 KV6063!SPC PA S     -   1.00000159  x   0.99995982  =   0.99996141
 KV6063!UTM  18      -   1.00000159  x   0.99960005  =   0.99960164
 KV6063
 KV6063                          SUPERSEDED SURVEY CONTROL
 KV6063
 KV6063  ELLIP H (05/14/99)  -10.16   (m)                       GP(       ) 4 1
 KV6063  NAD 83(1986)-  40 24 17.94400(N)    074 58 37.38926(W) AD(       ) 1
 KV6063  NAVD 88 (12/17/93)   23.82   (m)           78.1    (f) LEVELING    3  
 KV6063  NGVD 29 (01/10/92)   24.097  (m)           79.06   (f) ADJUSTED    1 1
 KV6063
 KV6063.Superseded values are not recommended for survey control.
 KV6063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6063.See file dsdata.txt to determine how the superseded data were derived.
 KV6063
 KV6063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0194772708(NAD 83)
 KV6063_MARKER: DD = SURVEY DISK
 KV6063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6063_SP_SET: CONCRETE POST
 KV6063_STAMPING: 10 C 1 1988
 KV6063_MARK LOGO: NJGS  
 KV6063_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6063+STABILITY: SURFACE MOTION
 KV6063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6063+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2002
 KV6063
 KV6063  HISTORY     - Date     Condition        Report By
 KV6063  HISTORY     - 1988     MONUMENTED       NJGS
 KV6063  HISTORY     - 19930415 GOOD             NJGS
 KV6063  HISTORY     - 20020323 GOOD             INDIV
 KV6063
 KV6063                          STATION DESCRIPTION
 KV6063
 KV6063'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6063'IN STOCKTON, APPROXIMATELY 81.8 M (268.4 FT) SOUTHEAST OF THE
 KV6063'CENTERLINE OF BRIDGE STREET ALONG THE OLD RAILROAD RIGHT OF WAY NOW
 KV6063'PART OF THE DELAWARE AND RARITAN CANAL STATE PARK. 27.9 M (91.5 FT)
 KV6063'SOUTHEAST OF POWER POLE BT1SK, 16.6 M (54.5 FT) NORTHWEST OF THE
 KV6063'SOUTHWEST EDGE OF A 7 FOOT WIDE CONCRETE PLATFORM, 3.97 M (13.0 FT)
 KV6063'SOUTHWEST OF THE NORTHWEST EDGE OF THE THE 7 FOOT WIDE CONCRETE
 KV6063'PLATFORM. AT GROUND LEVEL.
 KV6063
 KV6063                          STATION RECOVERY (1993)
 KV6063
 KV6063'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6063'RECOVERED IN GOOD CONDITION.
 KV6063
 KV6063                          STATION RECOVERY (2002)
 KV6063
 KV6063'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BRB)
 KV6063'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6065 ***********************************************************************
 KV6065  DESIGNATION -  10 D 1
 KV6065  PID         -  KV6065
 KV6065  STATE/COUNTY-  NJ/HUNTERDON
 KV6065  USGS QUAD   -  LUMBERVILLE (1997)
 KV6065
 KV6065                         *CURRENT SURVEY CONTROL
 KV6065  ___________________________________________________________________
 KV6065* NAD 83(1986)-  40 24 36.     (N)    075 00 23.     (W)     SCALED    
 KV6065* NAVD 88     -        28.255  (meters)      92.70   (feet)  ADJUSTED  
 KV6065  ___________________________________________________________________
 KV6065  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KV6065  DYNAMIC HT  -          28.241 (meters)      92.65  (feet)  COMP
 KV6065  MODELED GRAV-     980,138.2   (mgal)                       NAVD 88
 KV6065
 KV6065  VERT ORDER  -  FIRST     CLASS I
 KV6065
 KV6065.The horizontal coordinates were scaled from a topographic map and have
 KV6065.an estimated accuracy of +/- 6 seconds.
 KV6065
 KV6065.The orthometric height was determined by differential leveling
 KV6065.and adjusted by the National Geodetic Survey in June 1991..
 KV6065
 KV6065.The geoid height was determined by GEOID03.
 KV6065
 KV6065.The dynamic height is computed by dividing the NAVD 88
 KV6065.geopotential number by the normal gravity value computed on the
 KV6065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6065.degrees latitude (g = 980.6199 gals.).
 KV6065
 KV6065.The modeled gravity was interpolated from observed gravity values.
 KV6065
 KV6065;                    North         East    Units  Estimated Accuracy
 KV6065;SPC NJ       -   175,160.      107,020.      MT  (+/- 180 meters Scaled)
 KV6065
 KV6065                          SUPERSEDED SURVEY CONTROL
 KV6065
 KV6065  NGVD 29 (01/10/92)   28.528  (m)           93.60   (f) ADJUSTED    1 1
 KV6065
 KV6065.Superseded values are not recommended for survey control.
 KV6065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6065.See file dsdata.txt to determine how the superseded data were derived.
 KV6065
 KV6065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK994732(NAD 83)
 KV6065_MARKER: DD = SURVEY DISK
 KV6065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6065_SP_SET: CONCRETE POST
 KV6065_STAMPING: 10 D 1 1988
 KV6065_MARK LOGO: NJGS  
 KV6065_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6065+STABILITY: SURFACE MOTION
 KV6065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6065+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KV6065
 KV6065  HISTORY     - Date     Condition        Report By
 KV6065  HISTORY     - 1988     MONUMENTED       NJGS
 KV6065  HISTORY     - 19970126 MARK NOT FOUND   USPSQD
 KV6065
 KV6065                          STATION DESCRIPTION
 KV6065
 KV6065'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6065'2.7 KM (1.70 MI) WEST ALONG STATE ROUTE 29 FROM THE JUNCTION WITH
 KV6065'BRIDGE STREET IN STOCKTON TO THE MARK ON THE RIGHT ABOUT 0.32 KM
 KV6065'(0.20 MI)WEST OF MILE MARKER 24 AND 0.64 KM (0.40 MI) EAST OF THE
 KV6065'LOCKATONG CREEK, 58.3 M (191.3 FT) WEST OF POWER POLE 26, 15.0 M
 KV6065'(49.2 FT) EAST OF POWER POLE 27, 9.9 M (32.5 FT) NORTH OF THE CENTER
 KV6065'OF THE HIGHWAY AND 14.9 M (48.9 FT) EAST SOUTHEAST OF THE GUY END OF
 KV6065'POLE 27. 0.02 M (0.1 FT) BELOW THE GROUND.
 KV6065
 KV6065                          STATION RECOVERY (1997)
 KV6065
 KV6065'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6066 ***********************************************************************
 KV6066  DESIGNATION -  10 E 1
 KV6066  PID         -  KV6066
 KV6066  STATE/COUNTY-  NJ/HUNTERDON
 KV6066  USGS QUAD   -  LUMBERVILLE (1997)
 KV6066
 KV6066                         *CURRENT SURVEY CONTROL
 KV6066  ___________________________________________________________________
 KV6066* NAD 83(1996)-  40 24 21.02102(N)    075 01 19.87723(W)     ADJUSTED  
 KV6066* NAVD 88     -        25.733  (meters)      84.43   (feet)  ADJUSTED  
 KV6066  ___________________________________________________________________
 KV6066  X           -   1,256,976.244 (meters)                     COMP
 KV6066  Y           -  -4,698,376.346 (meters)                     COMP
 KV6066  Z           -   4,112,398.172 (meters)                     COMP
 KV6066  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 KV6066  ELLIP HEIGHT-          -8.31  (meters)          (10/23/02) GPS OBS
 KV6066  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KV6066  DYNAMIC HT  -          25.721 (meters)      84.39  (feet)  COMP
 KV6066  MODELED GRAV-     980,137.0   (mgal)                       NAVD 88
 KV6066
 KV6066  HORZ ORDER  -  FIRST
 KV6066  VERT ORDER  -  FIRST     CLASS I
 KV6066  ELLP ORDER  -  FOURTH    CLASS I
 KV6066
 KV6066.The horizontal coordinates were established by GPS observations
 KV6066.and adjusted by the National Geodetic Survey in May 1999..
 KV6066
 KV6066.The orthometric height was determined by differential leveling
 KV6066.and adjusted by the National Geodetic Survey in June 1991..
 KV6066
 KV6066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6066
 KV6066.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6066
 KV6066.The ellipsoidal height was determined by GPS observations
 KV6066.and is referenced to NAD 83.
 KV6066
 KV6066.The geoid height was determined by GEOID03.
 KV6066
 KV6066.The dynamic height is computed by dividing the NAVD 88
 KV6066.geopotential number by the normal gravity value computed on the
 KV6066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6066.degrees latitude (g = 980.6199 gals.).
 KV6066
 KV6066.The modeled gravity was interpolated from observed gravity values.
 KV6066
 KV6066;                    North         East     Units Scale Factor Converg.
 KV6066;SPC NJ       -   174,704.610   105,677.785   MT  0.99992417   -0 20 18.6
 KV6066;SPC NJ       -   573,176.71    346,711.20   sFT  0.99992417   -0 20 18.6
 KV6066;SPC PA S     -   122,661.340   831,507.371   MT  0.99995980   +1 46 11.2
 KV6066;SPC PA S     -   402,431.41  2,728,037.10   sFT  0.99995980   +1 46 11.2
 KV6066;UTM  18      - 4,472,803.217   498,117.289   MT  0.99960004   -0 00 51.8
 KV6066
 KV6066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6066!SPC NJ       -   1.00000130  x   0.99992417  =   0.99992547
 KV6066!SPC PA S     -   1.00000130  x   0.99995980  =   0.99996110
 KV6066!UTM  18      -   1.00000130  x   0.99960004  =   0.99960134
 KV6066
 KV6066                          SUPERSEDED SURVEY CONTROL
 KV6066
 KV6066  NAD 83(1986)-  40 24 21.02000(N)    075 01 19.88091(W) AD(       ) 1
 KV6066  NAVD 88 (12/17/93)   25.73   (m)           84.4    (f) LEVELING    3  
 KV6066  NGVD 29 (01/10/92)   26.007  (m)           85.32   (f) ADJUSTED    1 1
 KV6066
 KV6066.Superseded values are not recommended for survey control.
 KV6066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6066.See file dsdata.txt to determine how the superseded data were derived.
 KV6066
 KV6066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9811772803(NAD 83)
 KV6066_MARKER: DD = SURVEY DISK
 KV6066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6066_SP_SET: CONCRETE POST
 KV6066_STAMPING: 10 E 1 1988
 KV6066_MARK LOGO: NJGS  
 KV6066_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6066+STABILITY: SURFACE MOTION
 KV6066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6066+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2002
 KV6066
 KV6066  HISTORY     - Date     Condition        Report By
 KV6066  HISTORY     - 1988     MONUMENTED       NJGS
 KV6066  HISTORY     - 19930505 GOOD             NJGS
 KV6066  HISTORY     - 20020323 GOOD             INDIV
 KV6066
 KV6066                          STATION DESCRIPTION
 KV6066
 KV6066'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6066'4.3 KM (2.65 MI) NORTHWEST ALONG STATE ROUTE 29 FROM THE JUNCTION OF
 KV6066'BRIDGE STREET IN STOCKTON, AT THE 25 MILE MARKER ON THE RIGHT. 0.32 KM
 KV6066'(0.20 MI) EAST OF THE ROAD TO ADELL AND SOUTH OF THE HIDDEN VALLEY
 KV6066'NURSERY, 21.3 M (69.9 FT) SOUTH OF POWER POLE 46, 21.4 M (70.2 FT)
 KV6066'SOUTHEAST OF THE EAST END OF THE HIDDEN VALLEY NURSERY SIGN, 12.60 M
 KV6066'(41.3 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 4.7 M (15.4 FT)
 KV6066'NORTH OF THE 25 MILE MARKER. 0.04 M (0.1 FT) BELOW GROUND LEVEL.
 KV6066
 KV6066                          STATION RECOVERY (1993)
 KV6066
 KV6066'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6066'THE STATION IS LOCATED IN DELAWARE TOWNSHIP.  TO REACH THE STATION
 KV6066'FROM THE JUNCTION OF STATE ROUTE 29 AND BRIDGE STREET IN THE BOROUGH
 KV6066'OF STOCKTON, GO 2.7 MI (4.3 KM) NORTHWEST ON STATE ROUTE 29 TO THE
 KV6066'STATION ON THE RIGHT, AT MILE MARKER 25.  THE STATION IS ALSO ABOUT
 KV6066'0.2 MI (0.3 KM) EAST OF THE ROAD TO ADELL, 4.7 M (15.4 FT) NORTH OF
 KV6066'MILE POST 25 ON THE NORTHBOUND LANES OF STATE ROUTE 29, 12.6 M
 KV6066'(41.3 FT) NORTH OF THE CENTERLINE OF ROUTE 29, 21.3 M (69.9 FT) SOUTH
 KV6066'OF POLE NUMBER 46 AND FLUSH WITH THE GROUND.
 KV6066
 KV6066                          STATION RECOVERY (2002)
 KV6066
 KV6066'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BRB)
 KV6066'RECOVERED AS DESCRIBED
 KV6066'ROAD TO ADELL (ACTUALLY IDELL) IS A/K/A FEDERAL TWIST ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6068 ***********************************************************************
 KV6068  DESIGNATION -  10 F 1
 KV6068  PID         -  KV6068
 KV6068  STATE/COUNTY-  NJ/HUNTERDON
 KV6068  USGS QUAD   -  LUMBERVILLE (1997)
 KV6068
 KV6068                         *CURRENT SURVEY CONTROL
 KV6068  ___________________________________________________________________
 KV6068* NAD 83(1986)-  40 28 08.     (N)    075 03 46.     (W)     SCALED    
 KV6068* NAVD 88     -        32.726  (meters)     107.37   (feet)  ADJUSTED  
 KV6068  ___________________________________________________________________
 KV6068  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KV6068  DYNAMIC HT  -          32.710 (meters)     107.32  (feet)  COMP
 KV6068  MODELED GRAV-     980,137.9   (mgal)                       NAVD 88
 KV6068
 KV6068  VERT ORDER  -  FIRST     CLASS I
 KV6068
 KV6068.The horizontal coordinates were scaled from a topographic map and have
 KV6068.an estimated accuracy of +/- 6 seconds.
 KV6068
 KV6068.The orthometric height was determined by differential leveling
 KV6068.and adjusted by the National Geodetic Survey in June 1991..
 KV6068
 KV6068.The geoid height was determined by GEOID03.
 KV6068
 KV6068.The dynamic height is computed by dividing the NAVD 88
 KV6068.geopotential number by the normal gravity value computed on the
 KV6068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6068.degrees latitude (g = 980.6199 gals.).
 KV6068
 KV6068.The modeled gravity was interpolated from observed gravity values.
 KV6068
 KV6068;                    North         East    Units  Estimated Accuracy
 KV6068;SPC NJ       -   181,730.      102,280.      MT  (+/- 180 meters Scaled)
 KV6068
 KV6068                          SUPERSEDED SURVEY CONTROL
 KV6068
 KV6068  NGVD 29 (01/10/92)   32.997  (m)          108.26   (f) ADJUSTED    1 1
 KV6068
 KV6068.Superseded values are not recommended for survey control.
 KV6068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6068.See file dsdata.txt to determine how the superseded data were derived.
 KV6068
 KV6068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK946798(NAD 83)
 KV6068_MARKER: DD = SURVEY DISK
 KV6068_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV6068_SP_SET: HEADWALL
 KV6068_STAMPING: 10 F 1 1988
 KV6068_MARK LOGO: NJGS  
 KV6068_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6068+STABILITY: SURFACE MOTION
 KV6068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6068+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KV6068
 KV6068  HISTORY     - Date     Condition        Report By
 KV6068  HISTORY     - 1988     MONUMENTED       NJGS
 KV6068  HISTORY     - 19970126 GOOD             USPSQD
 KV6068
 KV6068                          STATION DESCRIPTION
 KV6068
 KV6068'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6068'6.4 KM (4.00 MI) SOUTH ALONG STATE ROUTE 29 FROM THE POST OFFICE AT
 KV6068'FRENCHTOWN TO STRUCTURE NUMBER 100 160, MILEPOST 30.72, OVER WARFORD
 KV6068'CREEK, CONTINUE ON FOR ANOTHER 30.5 M (100.1 FT) TO GATE NUMBER 6 OF
 KV6068'THE DELAWARE RARITAN CANAL STATE PARK, THE DISK IS SET IN THE SOUTH
 KV6068'END OF THE WEST HEADWALL OVER WARFORD CREEK, 7.1 M (23.3 FT) WEST OF
 KV6068'THE CENTERLINE OF THE JOGGING PATH, 23.3 M (76.4 FT) NORTH OF THE
 KV6068'CENTERLINE OF GATE NUMBER 6.
 KV6068
 KV6068                          STATION RECOVERY (1997)
 KV6068
 KV6068'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6069 ***********************************************************************
 KV6069  DESIGNATION -  10 G 1
 KV6069  PID         -  KV6069
 KV6069  STATE/COUNTY-  NJ/HUNTERDON
 KV6069  USGS QUAD   -  LUMBERVILLE (1997)
 KV6069
 KV6069                         *CURRENT SURVEY CONTROL
 KV6069  ___________________________________________________________________
 KV6069* NAD 83(1986)-  40 28 37.     (N)    075 03 38.     (W)     SCALED    
 KV6069* NAVD 88     -        35.778  (meters)     117.38   (feet)  ADJUSTED  
 KV6069  ___________________________________________________________________
 KV6069  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KV6069  DYNAMIC HT  -          35.761 (meters)     117.33  (feet)  COMP
 KV6069  MODELED GRAV-     980,138.9   (mgal)                       NAVD 88
 KV6069
 KV6069  VERT ORDER  -  FIRST     CLASS I
 KV6069
 KV6069.The horizontal coordinates were scaled from a topographic map and have
 KV6069.an estimated accuracy of +/- 6 seconds.
 KV6069
 KV6069.The orthometric height was determined by differential leveling
 KV6069.and adjusted by the National Geodetic Survey in June 1991..
 KV6069
 KV6069.The geoid height was determined by GEOID03.
 KV6069
 KV6069.The dynamic height is computed by dividing the NAVD 88
 KV6069.geopotential number by the normal gravity value computed on the
 KV6069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6069.degrees latitude (g = 980.6199 gals.).
 KV6069
 KV6069.The modeled gravity was interpolated from observed gravity values.
 KV6069
 KV6069;                    North         East    Units  Estimated Accuracy
 KV6069;SPC NJ       -   182,620.      102,470.      MT  (+/- 180 meters Scaled)
 KV6069
 KV6069                          SUPERSEDED SURVEY CONTROL
 KV6069
 KV6069  NGVD 29 (01/10/92)   36.047  (m)          118.26   (f) ADJUSTED    1 1
 KV6069
 KV6069.Superseded values are not recommended for survey control.
 KV6069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6069.See file dsdata.txt to determine how the superseded data were derived.
 KV6069
 KV6069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK948806(NAD 83)
 KV6069_MARKER: DD = SURVEY DISK
 KV6069_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV6069_SP_SET: RETAINING WALL
 KV6069_STAMPING: 10 G 1 1988
 KV6069_MARK LOGO: NJGS  
 KV6069_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6069+STABILITY: SURFACE MOTION
 KV6069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6069+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KV6069
 KV6069  HISTORY     - Date     Condition        Report By
 KV6069  HISTORY     - 1988     MONUMENTED       NJGS
 KV6069  HISTORY     - 19970126 GOOD             USPSQD
 KV6069
 KV6069                          STATION DESCRIPTION
 KV6069
 KV6069'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6069'5.44 KM (3.40 MI) SOUTH ON STATE HIGHWAY 29 FROM THE POST OFFICE AT
 KV6069'FRENCHTOWN, STATION IS ON THE NORTHEAST CORNER OF THE INTERSECTION OF
 KV6069'STATE ROUTE 29 AND BARBERTOWN STATION ROAD.  STATION IS SET IN THE
 KV6069'SOUTH RETAINING WALL OF A BOX CULVERT RUNNING UNDER ROUTE 29, 6.15 M
 KV6069'(20.2 FT) NORTH OF THE CENTERLINE OF THE BARBERTOWN STATION ROAD, 17.2
 KV6069'M (56.4 FT) EAST OF THE CENTERLINE OF ROUTE 29, 7.45 M (24.4 FT) EAST
 KV6069'OF A STOP SIGN, 8.3 M (27.2 FT) EAST OF POLE NUMBER KD1920, 26.1 M
 KV6069'(85.6 FT) EAST NORTHEAST OF POLE NUMBER NJ1991KD AND 9.4 M (30.8 FT)
 KV6069'EAST OF A METAL GUIDE RAIL, 18.0 M (59.1 FT) SOUTH OF GATE NUMBER 7 OF
 KV6069'THE DELAWARE RARITAN CANAL STATE PARK.  THE MARK IS SET FLUSH WITH THE
 KV6069'RETAINING WALL.
 KV6069
 KV6069                          STATION RECOVERY (1997)
 KV6069
 KV6069'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6070 ***********************************************************************
 KV6070  DESIGNATION -  10 H 1
 KV6070  PID         -  KV6070
 KV6070  STATE/COUNTY-  NJ/HUNTERDON
 KV6070  USGS QUAD   -  FRENCHTOWN (1997)
 KV6070
 KV6070                         *CURRENT SURVEY CONTROL
 KV6070  ___________________________________________________________________
 KV6070* NAD 83(1986)-  40 30 23.     (N)    075 03 49.     (W)     SCALED    
 KV6070* NAVD 88     -        38.332  (meters)     125.76   (feet)  ADJUSTED  
 KV6070  ___________________________________________________________________
 KV6070  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KV6070  DYNAMIC HT  -          38.313 (meters)     125.70  (feet)  COMP
 KV6070  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 KV6070
 KV6070  VERT ORDER  -  FIRST     CLASS I
 KV6070
 KV6070.The horizontal coordinates were scaled from a topographic map and have
 KV6070.an estimated accuracy of +/- 6 seconds.
 KV6070
 KV6070.The orthometric height was determined by differential leveling
 KV6070.and adjusted by the National Geodetic Survey in June 1991..
 KV6070
 KV6070.The geoid height was determined by GEOID03.
 KV6070
 KV6070.The dynamic height is computed by dividing the NAVD 88
 KV6070.geopotential number by the normal gravity value computed on the
 KV6070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6070.degrees latitude (g = 980.6199 gals.).
 KV6070
 KV6070.The modeled gravity was interpolated from observed gravity values.
 KV6070
 KV6070;                    North         East    Units  Estimated Accuracy
 KV6070;SPC NJ       -   185,890.      102,230.      MT  (+/- 180 meters Scaled)
 KV6070
 KV6070                          SUPERSEDED SURVEY CONTROL
 KV6070
 KV6070  NGVD 29 (01/10/92)   38.598  (m)          126.63   (f) ADJUSTED    1 1
 KV6070
 KV6070.Superseded values are not recommended for survey control.
 KV6070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6070.See file dsdata.txt to determine how the superseded data were derived.
 KV6070
 KV6070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK946839(NAD 83)
 KV6070_MARKER: DD = SURVEY DISK
 KV6070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6070_SP_SET: CONCRETE POST
 KV6070_STAMPING: 10 H 1 1988
 KV6070_MARK LOGO: NJGS  
 KV6070_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6070+STABILITY: SURFACE MOTION
 KV6070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6070+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KV6070
 KV6070  HISTORY     - Date     Condition        Report By
 KV6070  HISTORY     - 1988     MONUMENTED       NJGS
 KV6070  HISTORY     - 19970126 MARK NOT FOUND   USPSQD
 KV6070
 KV6070                          STATION DESCRIPTION
 KV6070
 KV6070'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6070'THE STATION IS LOCATED ON THE WEST SIDE OF STATE HIGHWAY ROUTE 29 AT
 KV6070'THE BUCKEYE PETROLEUM PIPELINE CROSSING, 2.16 KM (1.35 MI) SOUTH ALONG
 KV6070'STATE HIGHWAY 29 FROM THE FRENCHTOWN POST OFFICE, 8.0 M (26.2 FT)
 KV6070'NORTHWEST OF THE CENTERLINE OF ROUTE 29, 10.8 M (35.4 FT) NORTHEAST OF
 KV6070'A RED AND WHITE WARNING SIGN POST, 15.4 M (50.5 FT) NORTH NORTHEAST OF
 KV6070'A SIGN WITH AN IDENTIFICATION NUMBER 50, 13.15 M (43.1 FT) EAST OF A
 KV6070'FOUR FOOT HIGH 3.5 INCH ELBOW VENT PIPE,2.0 M NORTHWEST OF THE EDGE OF
 KV6070'PAVING OF ROUTE 29, 8.0 M (26.2 FT) NORTHWEST OF THE CENTERLINE OF
 KV6070'ROUTE 29, 17.0 M (55.8 FT) EAST SOUTHEAST OF THE STATE PARK JOGGING
 KV6070'PATH. SET 0.1 M (0.3 FT) BELOW THE GROUND.
 KV6070
 KV6070                          STATION RECOVERY (1997)
 KV6070
 KV6070'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6071 ***********************************************************************
 KV6071  DESIGNATION -  10 J 1
 KV6071  PID         -  KV6071
 KV6071  STATE/COUNTY-  NJ/HUNTERDON
 KV6071  USGS QUAD   -  FRENCHTOWN (1997)
 KV6071
 KV6071                         *CURRENT SURVEY CONTROL
 KV6071  ___________________________________________________________________
 KV6071* NAD 83(1996)-  40 32 07.96807(N)    075 03 51.94828(W)     ADJUSTED  
 KV6071* NAVD 88     -        39.898  (meters)     130.90   (feet)  ADJUSTED  
 KV6071  ___________________________________________________________________
 KV6071  X           -   1,251,105.324 (meters)                     COMP
 KV6071  Y           -  -4,690,279.486 (meters)                     COMP
 KV6071  Z           -   4,123,364.409 (meters)                     COMP
 KV6071  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 KV6071  ELLIP HEIGHT-           5.83  (meters)          (10/23/02) GPS OBS
 KV6071  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KV6071  DYNAMIC HT  -          39.879 (meters)     130.84  (feet)  COMP
 KV6071  MODELED GRAV-     980,152.3   (mgal)                       NAVD 88
 KV6071
 KV6071  HORZ ORDER  -  FIRST
 KV6071  VERT ORDER  -  FIRST     CLASS I
 KV6071  ELLP ORDER  -  FOURTH    CLASS I
 KV6071
 KV6071.The horizontal coordinates were established by GPS observations
 KV6071.and adjusted by the National Geodetic Survey in May 1999..
 KV6071
 KV6071.The orthometric height was determined by differential leveling
 KV6071.and adjusted by the National Geodetic Survey in June 1991..
 KV6071
 KV6071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6071
 KV6071.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6071
 KV6071.The ellipsoidal height was determined by GPS observations
 KV6071.and is referenced to NAD 83.
 KV6071
 KV6071.The geoid height was determined by GEOID03.
 KV6071
 KV6071.The dynamic height is computed by dividing the NAVD 88
 KV6071.geopotential number by the normal gravity value computed on the
 KV6071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6071.degrees latitude (g = 980.6199 gals.).
 KV6071
 KV6071.The modeled gravity was interpolated from observed gravity values.
 KV6071
 KV6071;                    North         East     Units Scale Factor Converg.
 KV6071;SPC NJ       -   189,128.521   102,184.448   MT  0.99992813   -0 22 00.6
 KV6071;SPC NJ       -   620,499.16    335,250.14   sFT  0.99992813   -0 22 00.6
 KV6071;SPC PA S     -   136,947.423   827,485.521   MT  0.99996059   +1 44 32.6
 KV6071;SPC PA S     -   449,301.67  2,714,842.08   sFT  0.99996059   +1 44 32.6
 KV6071;UTM  18      - 4,487,202.414   494,543.474   MT  0.99960037   -0 02 30.7
 KV6071
 KV6071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6071!SPC NJ       -   0.99999909  x   0.99992813  =   0.99992722
 KV6071!SPC PA S     -   0.99999909  x   0.99996059  =   0.99995968
 KV6071!UTM  18      -   0.99999909  x   0.99960037  =   0.99959946
 KV6071
 KV6071                          SUPERSEDED SURVEY CONTROL
 KV6071
 KV6071  ELLIP H (05/14/99)    5.84   (m)                       GP(       ) 4 1
 KV6071  NAD 83(1986)-  40 32 07.96662(N)    075 03 51.95175(W) AD(       ) 1
 KV6071  NAVD 88 (12/17/93)   39.90   (m)          130.9    (f) LEVELING    3  
 KV6071  NGVD 29 (01/10/92)   40.161  (m)          131.76   (f) ADJUSTED    1 1
 KV6071
 KV6071.Superseded values are not recommended for survey control.
 KV6071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6071.See file dsdata.txt to determine how the superseded data were derived.
 KV6071
 KV6071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9454387202(NAD 83)
 KV6071_MARKER: DD = SURVEY DISK
 KV6071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6071_SP_SET: CONCRETE POST
 KV6071_STAMPING: 10 J 1 1988
 KV6071_MARK LOGO: NJGS  
 KV6071_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6071+STABILITY: SURFACE MOTION
 KV6071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6071+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2004
 KV6071
 KV6071  HISTORY     - Date     Condition        Report By
 KV6071  HISTORY     - 1988     MONUMENTED       NJGS
 KV6071  HISTORY     - 19930129 GOOD             NJGS
 KV6071  HISTORY     - 20040408 GOOD             ECOAST
 KV6071
 KV6071                          STATION DESCRIPTION
 KV6071
 KV6071'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6071'THE STATION IS LOCATED BETWEEN TWO BASEBALL FIELDS ON HARRISON STREET
 KV6071'BELONGING TO AND NORTH OF THE FRENCHTOWN CERAMIC COMPANY IN
 KV6071'FRENCHTOWN. THE FIELDS ARE ABOUT 1.1 KM (0.70 MI) NORTH ON HARRISON
 KV6071'STREET FROM THE JUNCTION OF BRIDGE STREET.THE STATION IS ON THE LEFT,
 KV6071'126.7 M (415.7 FT) WEST OF THE CENTERLINE OF HARRISON STREET, 99.0 M
 KV6071'(324.8 FT) SOUTH OF THE CENTERLINE OF 12TH STREET, 93.9 M (308.1 FT)
 KV6071'SOUTH OF POLE NUMBER NJ101FTB, 28.55 M (93.7 FT) NORTHWEST OF THE WEST
 KV6071'END OF A 5 FOOT HIGH CHAIN LINK DUGOUT FENCE, 28.4 M (93.2 FT) WEST OF
 KV6071'THE NORTHWEST CORNER OF A 4 FOOT BY 3 FOOT CONCRETE SLAB AT THE
 KV6071'SOUTHERLY FIELD, 41.9 M (137.5 FT) EAST OF A WOODLINE, 69.0 M
 KV6071'(226.4 FT) SOUTH SOUTHEAST OF HOME PLATE OF THE NORTHERLY FIELD, 37.35
 KV6071'M (122.5 FT) WEST NORTHWEST OF HOME PLATE OF THE SOUTHERLY FIELD AND
 KV6071'SET FLUSH WITH THE GROUND.
 KV6071
 KV6071                          STATION RECOVERY (1993)
 KV6071
 KV6071'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6071'RECOVERED IN GOOD CONDITION.
 KV6071
 KV6071                          STATION RECOVERY (2004)
 KV6071
 KV6071'RECOVERY NOTE BY EAST COAST ENGINEERING 2004 (JFP)
 KV6071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6072 ***********************************************************************
 KV6072  DESIGNATION -  10 K 1
 KV6072  PID         -  KV6072
 KV6072  STATE/COUNTY-  NJ/HUNTERDON
 KV6072  USGS QUAD   -  FRENCHTOWN (1997)
 KV6072
 KV6072                         *CURRENT SURVEY CONTROL
 KV6072  ___________________________________________________________________
 KV6072* NAD 83(1986)-  40 33 33.     (N)    075 05 14.     (W)     SCALED    
 KV6072* NAVD 88     -        40.312  (meters)     132.26   (feet)  ADJUSTED  
 KV6072  ___________________________________________________________________
 KV6072  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KV6072  DYNAMIC HT  -          40.292 (meters)     132.19  (feet)  COMP
 KV6072  MODELED GRAV-     980,151.5   (mgal)                       NAVD 88
 KV6072
 KV6072  VERT ORDER  -  FIRST     CLASS I
 KV6072
 KV6072.The horizontal coordinates were scaled from a topographic map and have
 KV6072.an estimated accuracy of +/- 6 seconds.
 KV6072
 KV6072.The orthometric height was determined by differential leveling
 KV6072.and adjusted by the National Geodetic Survey in June 1991..
 KV6072
 KV6072.The geoid height was determined by GEOID03.
 KV6072
 KV6072.The dynamic height is computed by dividing the NAVD 88
 KV6072.geopotential number by the normal gravity value computed on the
 KV6072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6072.degrees latitude (g = 980.6199 gals.).
 KV6072
 KV6072.The modeled gravity was interpolated from observed gravity values.
 KV6072
 KV6072;                    North         East    Units  Estimated Accuracy
 KV6072;SPC NJ       -   191,760.      100,270.      MT  (+/- 180 meters Scaled)
 KV6072
 KV6072                          SUPERSEDED SURVEY CONTROL
 KV6072
 KV6072  NGVD 29 (01/10/92)   40.570  (m)          133.10   (f) ADJUSTED    1 1
 KV6072
 KV6072.Superseded values are not recommended for survey control.
 KV6072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6072.See file dsdata.txt to determine how the superseded data were derived.
 KV6072
 KV6072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK926898(NAD 83)
 KV6072_MARKER: DD = SURVEY DISK
 KV6072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6072_SP_SET: CONCRETE POST
 KV6072_STAMPING: 10 K 1 1988
 KV6072_MARK LOGO: NJGS  
 KV6072_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6072+STABILITY: SURFACE MOTION
 KV6072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6072+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KV6072
 KV6072  HISTORY     - Date     Condition        Report By
 KV6072  HISTORY     - 1988     MONUMENTED       NJGS
 KV6072
 KV6072                          STATION DESCRIPTION
 KV6072
 KV6072'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6072'4.2 KM (2.60 MI) NORTH ALONG HAMILTON STREET, COUNTY ROAD 619, FROM
 KV6072'THE JUNCTION WITH BRIDGE STREET IN FRENCHTOWN, ALSO 1.3 KM (0.80 MI)
 KV6072'SOUTH OF THE POST OFFICE IN MILFORD.  THE STATION IS LOCATED AT THE
 KV6072'JAMES RIVER CORPORATION MILL, IN THE REAR OF THE COMPLEX, IN LINE AND
 KV6072'SOUTHWEST OF THE MAIN OFFICE ENTRANCE. THE STATION IS 1.25 M (4.1 FT)
 KV6072'EAST OF THE EAST RAIL OF EASTERLY OF THE TWO MAIN LINE TRACKS, 21.7 M
 KV6072'(71.2 FT) EAST SOUTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK
 KV6072'HOUSE FOR ACID TANKS ON THE WEST SIDE OF THE TRACKS, 21.3 M (69.9 FT)
 KV6072'EAST OF THE SOUTHEAST CORNER OF THE SAME BUILDING, 21.3 M (69.9 FT)
 KV6072'SOUTHEAST OF AN OLD RAILROAD POLE WHICH IS SOUTH OF AN OLD SWITCH
 KV6072'TENDERS HOUSE, 67.3 M (220.8 FT) NORTH OF THE CENTERLINE GRADE
 KV6072'CROSSING LEADING TO THE SEWAGE TREATMENT PLANT, 32.4 M (106.3 FT)
 KV6072'NORTHEAST OF A POLE WITH NO NUMBER, 94.0 M (308.4 FT) SOUTH OF THE
 KV6072'WEST LEG OF A WATER TANK AND ALONG THE TRACK, 8.7 M (28.5 FT) WEST OF
 KV6072'THE CENTERLINE OF THE INDUSTRIAL COMPLEX ROAD, 0.2 M (0.7 FT) ABOVE
 KV6072'THE WEST RAIL OF THE SIDING TRACK, 0.4 M (1.3 FT) BELOW THE EAST
 KV6072'TRACK, AND 0.1 M (0.3 FT) BELOW THE RAILROAD BALLAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6088 ***********************************************************************
 KV6088  DESIGNATION -  10 K 1 FLOOD CREST
 KV6088  PID         -  KV6088
 KV6088  STATE/COUNTY-  NJ/HUNTERDON
 KV6088  USGS QUAD   -  STOCKTON (1981)
 KV6088
 KV6088                         *CURRENT SURVEY CONTROL
 KV6088  ___________________________________________________________________
 KV6088* NAD 83(1986)-  40 24 20.     (N)    074 58 37.     (W)     SCALED    
 KV6088* NAVD 88     -        25.553  (meters)      83.84   (feet)  ADJUSTED  
 KV6088  ___________________________________________________________________
 KV6088  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KV6088  DYNAMIC HT  -          25.541 (meters)      83.80  (feet)  COMP
 KV6088  MODELED GRAV-     980,148.5   (mgal)                       NAVD 88
 KV6088
 KV6088  VERT ORDER  -  FIRST     CLASS I
 KV6088
 KV6088.The horizontal coordinates were scaled from a topographic map and have
 KV6088.an estimated accuracy of +/- 6 seconds.
 KV6088
 KV6088.The orthometric height was determined by differential leveling
 KV6088.and adjusted by the National Geodetic Survey in June 1991..
 KV6088
 KV6088.The geoid height was determined by GEOID03.
 KV6088
 KV6088.The dynamic height is computed by dividing the NAVD 88
 KV6088.geopotential number by the normal gravity value computed on the
 KV6088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6088.degrees latitude (g = 980.6199 gals.).
 KV6088
 KV6088.The modeled gravity was interpolated from observed gravity values.
 KV6088
 KV6088;                    North         East    Units  Estimated Accuracy
 KV6088;SPC NJ       -   174,650.      109,520.      MT  (+/- 180 meters Scaled)
 KV6088
 KV6088                          SUPERSEDED SURVEY CONTROL
 KV6088
 KV6088  NGVD 29 (01/10/92)   25.825  (m)           84.73   (f) ADJUSTED    1 1
 KV6088
 KV6088.Superseded values are not recommended for survey control.
 KV6088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6088.See file dsdata.txt to determine how the superseded data were derived.
 KV6088
 KV6088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK019727(NAD 83)
 KV6088_MARKER: DD = SURVEY DISK
 KV6088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV6088_SP_SET: BUILDING WALL
 KV6088_STAMPING: 1955 FLOOD CREST   10 K 1
 KV6088_MARK LOGO: NJGS  
 KV6088_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6088+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1989
 KV6088
 KV6088  HISTORY     - Date     Condition        Report By
 KV6088  HISTORY     - 1955     MONUMENTED       NJGS
 KV6088  HISTORY     - 19890606 GOOD             NJGS
 KV6088
 KV6088                          STATION DESCRIPTION
 KV6088
 KV6088'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6088'IN THE BOROUGH OF STOCKTON, SET VERTICALLY IN THE EAST CORNER OF THE
 KV6088'NORTHEAST WALL OF THE BOROUGH HALL ON STATE ROUTE 29, ABOUT 41.4 M
 KV6088'(135.8 FT) SOUTHEAST OF THE JUNCTION WITH BRIDGE STREET, 0.45 M
 KV6088'(1.5 FT) NORTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING, 5.65 M
 KV6088'(18.5 FT) SOUTHEAST OF THE NORTHWEST CORNER OF THE SAME BUILDING, 5.2
 KV6088'M (17.1 FT) SOUTHWEST OF THE SOUTHWEST CURBLINE OF ROUTE 29, 14.5 M
 KV6088'(47.6 FT) SOUTHWEST OF POLE NUMBER SOLID SB 29, SET 0.6 M (2.0 FT)
 KV6088'ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6073 ***********************************************************************
 KV6073  DESIGNATION -  10 L 1
 KV6073  PID         -  KV6073
 KV6073  STATE/COUNTY-  NJ/HUNTERDON
 KV6073  USGS QUAD   -  FRENCHTOWN (1997)
 KV6073
 KV6073                         *CURRENT SURVEY CONTROL
 KV6073  ___________________________________________________________________
 KV6073* NAD 83(1986)-  40 34 21.     (N)    075 06 43.     (W)     SCALED    
 KV6073* NAVD 88     -        43.200  (meters)     141.73   (feet)  ADJUSTED  
 KV6073  ___________________________________________________________________
 KV6073  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KV6073  DYNAMIC HT  -          43.180 (meters)     141.67  (feet)  COMP
 KV6073  MODELED GRAV-     980,154.6   (mgal)                       NAVD 88
 KV6073
 KV6073  VERT ORDER  -  FIRST     CLASS I
 KV6073
 KV6073.The horizontal coordinates were scaled from a topographic map and have
 KV6073.an estimated accuracy of +/- 6 seconds.
 KV6073
 KV6073.The orthometric height was determined by differential leveling
 KV6073.and adjusted by the National Geodetic Survey in June 1991..
 KV6073
 KV6073.The geoid height was determined by GEOID03.
 KV6073
 KV6073.The dynamic height is computed by dividing the NAVD 88
 KV6073.geopotential number by the normal gravity value computed on the
 KV6073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6073.degrees latitude (g = 980.6199 gals.).
 KV6073
 KV6073.The modeled gravity was interpolated from observed gravity values.
 KV6073
 KV6073;                    North         East    Units  Estimated Accuracy
 KV6073;SPC NJ       -   193,260.       98,190.      MT  (+/- 180 meters Scaled)
 KV6073
 KV6073                          SUPERSEDED SURVEY CONTROL
 KV6073
 KV6073  NGVD 29 (01/10/92)   43.456  (m)          142.57   (f) ADJUSTED    1 1
 KV6073
 KV6073.Superseded values are not recommended for survey control.
 KV6073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6073.See file dsdata.txt to determine how the superseded data were derived.
 KV6073
 KV6073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK905913(NAD 83)
 KV6073_MARKER: DD = SURVEY DISK
 KV6073_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV6073_SP_SET: HEADWALL
 KV6073_STAMPING: 10 L 1 1988
 KV6073_MARK LOGO: NJGS  
 KV6073_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6073+STABILITY: SURFACE MOTION
 KV6073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6073+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KV6073
 KV6073  HISTORY     - Date     Condition        Report By
 KV6073  HISTORY     - 1988     MONUMENTED       NJGS
 KV6073  HISTORY     - 19970126 GOOD             USPSQD
 KV6073
 KV6073                          STATION DESCRIPTION
 KV6073
 KV6073'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6073'1.6 KM (1.00 MI) NORTH ALONG SPRING GARDEN STREET, COUNTY ROAD 627,
 KV6073'FROM THE JUNCTION WITH CHURCH AND BRIDGE STREETS, IN MILFORD, 110.0 M
 KV6073'(360.9 FT) NORTHWEST OF RAILROAD MILEPOST 36, SET IN TOP OF THE
 KV6073'NORTHWEST END OF CULVERT NUMBER M52 ON THE NORTH SIDE OF SPRING GARDEN
 KV6073'STREET, 0.15 M (0.5 FT) SOUTHEAST OF THE NORTHEAST END OF THE CULVERT,
 KV6073'3.05 M (10.0 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 6.4 M
 KV6073'(21.0 FT) NORTHEAST OF THE METAL GUARDRAIL, 9.65 M (31.7 FT) NORTHEAST
 KV6073'OF THE NORTHEAST RAIL OF THE TRACKS, 42.35 M (138.9 FT) SOUTHEAST OF A
 KV6073'ONE LANE ROAD SIGN, AND SET 0.45 M (1.5 FT) ABOVE LEVEL OF THE ROAD.
 KV6073
 KV6073                          STATION RECOVERY (1997)
 KV6073
 KV6073'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6075 ***********************************************************************
 KV6075  DESIGNATION -  10 M 1
 KV6075  PID         -  KV6075
 KV6075  STATE/COUNTY-  NJ/HUNTERDON
 KV6075  USGS QUAD   -  RIEGELSVILLE (1990)
 KV6075
 KV6075                         *CURRENT SURVEY CONTROL
 KV6075  ___________________________________________________________________
 KV6075* NAD 83(1986)-  40 34 38.     (N)    075 08 13.     (W)     SCALED    
 KV6075* NAVD 88     -        44.197  (meters)     145.00   (feet)  ADJUSTED  
 KV6075  ___________________________________________________________________
 KV6075  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KV6075  DYNAMIC HT  -          44.176 (meters)     144.93  (feet)  COMP
 KV6075  MODELED GRAV-     980,153.7   (mgal)                       NAVD 88
 KV6075
 KV6075  VERT ORDER  -  FIRST     CLASS I
 KV6075
 KV6075.The horizontal coordinates were scaled from a topographic map and have
 KV6075.an estimated accuracy of +/- 6 seconds.
 KV6075
 KV6075.The orthometric height was determined by differential leveling
 KV6075.and adjusted by the National Geodetic Survey in June 1991..
 KV6075
 KV6075.The geoid height was determined by GEOID03.
 KV6075
 KV6075.The dynamic height is computed by dividing the NAVD 88
 KV6075.geopotential number by the normal gravity value computed on the
 KV6075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6075.degrees latitude (g = 980.6199 gals.).
 KV6075
 KV6075.The modeled gravity was interpolated from observed gravity values.
 KV6075
 KV6075;                    North         East    Units  Estimated Accuracy
 KV6075;SPC NJ       -   193,800.       96,080.      MT  (+/- 180 meters Scaled)
 KV6075
 KV6075                          SUPERSEDED SURVEY CONTROL
 KV6075
 KV6075  NGVD 29 (01/10/92)   44.450  (m)          145.83   (f) ADJUSTED    1 1
 KV6075
 KV6075.Superseded values are not recommended for survey control.
 KV6075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6075.See file dsdata.txt to determine how the superseded data were derived.
 KV6075
 KV6075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK884918(NAD 83)
 KV6075_MARKER: DD = SURVEY DISK
 KV6075_SETTING: 66 = SET IN ROCK OUTCROP
 KV6075_SP_SET: ROCK OUTCROP
 KV6075_STAMPING: 10 M 1 1988
 KV6075_MARK LOGO: NJGS  
 KV6075_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV6075+STABILITY: POSITION/ELEVATION WELL
 KV6075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6075+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KV6075
 KV6075  HISTORY     - Date     Condition        Report By
 KV6075  HISTORY     - 1988     MONUMENTED       NJGS
 KV6075
 KV6075                          STATION DESCRIPTION
 KV6075
 KV6075'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6075'3.85 KM (2.40 MI) NORTHWEST ALONG SPRING GARDEN STREET, COUNTY ROAD
 KV6075'627, FROM THE INTERSECTION WITH BRIDGE STREET IN MILFORD TO A STONE
 KV6075'WALL ON THE LEFT. THE MARK IS ON THE SOUTH SIDE OF THE WALL. THIS IS
 KV6075'ALSO THE POINT WERE THE RAILROAD TRACKS BEAR TO THE WEST, AWAY FROM
 KV6075'THE ROAD. 5.0 M (16.4 FT) SOUTHEAST OF THE NORTHEAST END OF THE WALL,
 KV6075'17.7 M (58.1 FT) NORTHWEST FROM THE SOUTHEAST END OF THE WALL, 0.13 M
 KV6075'(0.4 FT) SOUTH OF THE SOUTH FACE OF THE WALL, 1.75 M (5.7 FT)
 KV6075'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 3.8 M (12.5 FT) SOUTH OF
 KV6075'THE CENTERLINE OF THE ROAD, SET  0.3 M (1.0 FT) ABOVE THE RAIL OF THE
 KV6075'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6076 ***********************************************************************
 KV6076  DESIGNATION -  10 N 1
 KV6076  PID         -  KV6076
 KV6076  STATE/COUNTY-  NJ/HUNTERDON
 KV6076  USGS QUAD   -  RIEGELSVILLE (1990)
 KV6076
 KV6076                         *CURRENT SURVEY CONTROL
 KV6076  ___________________________________________________________________
 KV6076* NAD 83(1996)-  40 34 02.42685(N)    075 09 43.84550(W)     ADJUSTED  
 KV6076* NAVD 88     -        45.700  (meters)     149.93   (feet)  ADJUSTED  
 KV6076  ___________________________________________________________________
 KV6076  X           -   1,242,514.982 (meters)                     COMP
 KV6076  Y           -  -4,690,192.477 (meters)                     COMP
 KV6076  Z           -   4,126,050.729 (meters)                     COMP
 KV6076  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 KV6076  ELLIP HEIGHT-          11.52  (meters)          (10/23/02) GPS OBS
 KV6076  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KV6076  DYNAMIC HT  -          45.678 (meters)     149.86  (feet)  COMP
 KV6076  MODELED GRAV-     980,148.4   (mgal)                       NAVD 88
 KV6076
 KV6076  HORZ ORDER  -  FIRST
 KV6076  VERT ORDER  -  FIRST     CLASS I
 KV6076  ELLP ORDER  -  FOURTH    CLASS I
 KV6076
 KV6076.The horizontal coordinates were established by GPS observations
 KV6076.and adjusted by the National Geodetic Survey in May 1999..
 KV6076
 KV6076.The orthometric height was determined by differential leveling
 KV6076.and adjusted by the National Geodetic Survey in June 1991..
 KV6076
 KV6076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6076
 KV6076.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6076
 KV6076.The ellipsoidal height was determined by GPS observations
 KV6076.and is referenced to NAD 83.
 KV6076
 KV6076.The geoid height was determined by GEOID03.
 KV6076
 KV6076.The dynamic height is computed by dividing the NAVD 88
 KV6076.geopotential number by the normal gravity value computed on the
 KV6076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6076.degrees latitude (g = 980.6199 gals.).
 KV6076
 KV6076.The modeled gravity was interpolated from observed gravity values.
 KV6076
 KV6076;                    North         East     Units Scale Factor Converg.
 KV6076;SPC NJ       -   192,716.400    93,930.120   MT  0.99993868   -0 25 50.4
 KV6076;SPC NJ       -   632,270.39    308,169.07   sFT  0.99993868   -0 25 50.4
 KV6076;SPC PA S     -   140,229.138   819,104.491   MT  0.99996157   +1 40 44.3
 KV6076;SPC PA S     -   460,068.43  2,687,345.32   sFT  0.99996157   +1 40 44.3
 KV6076;UTM  18      - 4,490,742.228   486,271.670   MT  0.99960232   -0 06 19.7
 KV6076
 KV6076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6076!SPC NJ       -   0.99999819  x   0.99993868  =   0.99993687
 KV6076!SPC PA S     -   0.99999819  x   0.99996157  =   0.99995976
 KV6076!UTM  18      -   0.99999819  x   0.99960232  =   0.99960051
 KV6076
 KV6076                          SUPERSEDED SURVEY CONTROL
 KV6076
 KV6076  ELLIP H (05/14/99)   11.53   (m)                       GP(       ) 4 1
 KV6076  NAD 83(1986)-  40 34 02.42528(N)    075 09 43.84859(W) AD(       ) 1
 KV6076  NAVD 88 (12/17/93)   45.70   (m)          149.9    (f) LEVELING    3  
 KV6076  NGVD 29 (01/10/92)   45.951  (m)          150.76   (f) ADJUSTED    1 1
 KV6076
 KV6076.Superseded values are not recommended for survey control.
 KV6076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6076.See file dsdata.txt to determine how the superseded data were derived.
 KV6076
 KV6076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8627290742(NAD 83)
 KV6076_MARKER: DD = SURVEY DISK
 KV6076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6076_SP_SET: CONCRETE POST
 KV6076_STAMPING: 10 N 1 1988
 KV6076_MARK LOGO: NJGS  
 KV6076_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6076+STABILITY: SURFACE MOTION
 KV6076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6076+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1993
 KV6076
 KV6076  HISTORY     - Date     Condition        Report By
 KV6076  HISTORY     - 1988     MONUMENTED       NJGS
 KV6076  HISTORY     - 19930315 GOOD             NJGS
 KV6076
 KV6076                          STATION DESCRIPTION
 KV6076
 KV6076'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6076'6.7 KM (4.15 MI) WEST ALONG SPRING GARDEN STREET, COUNTY ROAD 627,
 KV6076'FROM THE INTERSECTION WITH BRIDGE STREET IN MILFORD, ALSO 2.3 KM
 KV6076'(1.45 MI) SOUTH OF THE CROSSROADS AT HOLLAND CHURCH TO THE ENTRANCE
 KV6076'ROAD TO THE GILBERT GENERATING PLANT, THEN SOUTH 0.48 KM (0.30 MI)
 KV6076'ALONG THE ENTRANCE ROAD TO THE MARK ON THE LEFT, 13.0 M (42.7 FT) EAST
 KV6076'OF THE CENTERLINE OF THE ENTRANCE ROAD, 17.35 M (56.9 FT) EAST
 KV6076'NORTHEAST OF BENCH MARK CHISELED SQUARE LOCATED ON THE SIGNAL BASE,
 KV6076'8.15 M (26.7 FT) SOUTHEAST OF POLE NUMBER BT1193HT, 8.15 M (26.7 FT)
 KV6076'SOUTHWEST OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE, 20.25 M
 KV6076'(66.4 FT) SOUTHEAST OF POLE NUMBER 11MVNJ836HD, 4.9 M (16.1 FT) NORTH
 KV6076'OF THE NORTH RAIL OF THE NORTHERLY OF TWO RAILROAD TRACKS, 11.3 M
 KV6076'(37.1 FT) NORTH OF A TRACK SWITCH, SET 0.1 M (0.3 FT) BELOW THE
 KV6076'GROUND.
 KV6076
 KV6076                          STATION RECOVERY (1993)
 KV6076
 KV6076'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6077 ***********************************************************************
 KV6077  DESIGNATION -  10 P 1
 KV6077  PID         -  KV6077
 KV6077  STATE/COUNTY-  NJ/HUNTERDON
 KV6077  USGS QUAD   -  RIEGELSVILLE (1990)
 KV6077
 KV6077                         *CURRENT SURVEY CONTROL
 KV6077  ___________________________________________________________________
 KV6077* NAD 83(1996)-  40 34 28.76329(N)    075 11 16.87951(W)     ADJUSTED  
 KV6077* NAVD 88     -        46.981  (meters)     154.14   (feet)  ADJUSTED  
 KV6077  ___________________________________________________________________
 KV6077  X           -   1,240,264.554 (meters)                     COMP
 KV6077  Y           -  -4,690,242.548 (meters)                     COMP
 KV6077  Z           -   4,126,668.629 (meters)                     COMP
 KV6077  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 KV6077  ELLIP HEIGHT-          12.78  (meters)          (10/23/02) GPS OBS
 KV6077  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KV6077  DYNAMIC HT  -          46.959 (meters)     154.06  (feet)  COMP
 KV6077  MODELED GRAV-     980,151.4   (mgal)                       NAVD 88
 KV6077
 KV6077  HORZ ORDER  -  FIRST
 KV6077  VERT ORDER  -  FIRST     CLASS I
 KV6077  ELLP ORDER  -  FOURTH    CLASS I
 KV6077
 KV6077.The horizontal coordinates were established by GPS observations
 KV6077.and adjusted by the National Geodetic Survey in May 1999..
 KV6077
 KV6077.The orthometric height was determined by differential leveling
 KV6077.and adjusted by the National Geodetic Survey in June 1991..
 KV6077
 KV6077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6077
 KV6077.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6077
 KV6077.The ellipsoidal height was determined by GPS observations
 KV6077.and is referenced to NAD 83.
 KV6077
 KV6077.The geoid height was determined by GEOID03.
 KV6077
 KV6077.The dynamic height is computed by dividing the NAVD 88
 KV6077.geopotential number by the normal gravity value computed on the
 KV6077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6077.degrees latitude (g = 980.6199 gals.).
 KV6077
 KV6077.The modeled gravity was interpolated from observed gravity values.
 KV6077
 KV6077;                    North         East     Units Scale Factor Converg.
 KV6077;SPC NJ       -   193,545.471    91,748.216   MT  0.99994175   -0 26 51.1
 KV6077;SPC NJ       -   634,990.43    301,010.61   sFT  0.99994175   -0 26 51.1
 KV6077;SPC PA S     -   140,977.342   816,893.500   MT  0.99996183   +1 39 43.9
 KV6077;SPC PA S     -   462,523.16  2,680,091.42   sFT  0.99996183   +1 39 43.9
 KV6077;UTM  18      - 4,491,558.626   484,085.834   MT  0.99960312   -0 07 20.3
 KV6077
 KV6077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6077!SPC NJ       -   0.99999800  x   0.99994175  =   0.99993975
 KV6077!SPC PA S     -   0.99999800  x   0.99996183  =   0.99995983
 KV6077!UTM  18      -   0.99999800  x   0.99960312  =   0.99960112
 KV6077
 KV6077                          SUPERSEDED SURVEY CONTROL
 KV6077
 KV6077  NAD 83(1986)-  40 34 28.76170(N)    075 11 16.88216(W) AD(       ) 1
 KV6077  NAVD 88 (12/17/93)   46.98   (m)          154.1    (f) LEVELING    3  
 KV6077  NGVD 29 (01/10/92)   47.229  (m)          154.95   (f) ADJUSTED    1 1
 KV6077
 KV6077.Superseded values are not recommended for survey control.
 KV6077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6077.See file dsdata.txt to determine how the superseded data were derived.
 KV6077
 KV6077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8408691559(NAD 83)
 KV6077_MARKER: DD = SURVEY DISK
 KV6077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6077_SP_SET: CONCRETE POST
 KV6077_STAMPING: 10 P 1 1988
 KV6077_MARK LOGO: NJGS  
 KV6077_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6077+STABILITY: SURFACE MOTION
 KV6077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6077+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2006
 KV6077
 KV6077  HISTORY     - Date     Condition        Report By
 KV6077  HISTORY     - 1988     MONUMENTED       NJGS
 KV6077  HISTORY     - 19930129 GOOD             NJGS
 KV6077  HISTORY     - 20031117 GOOD             INDIV
 KV6077  HISTORY     - 20060227 GOOD             PADT
 KV6077
 KV6077                          STATION DESCRIPTION
 KV6077
 KV6077'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6077'160 M (524.9 FT) NORTHWEST ALONG COUNTY ROAD 627 FROM THE HOLLAND
 KV6077'CHURCH LOCATED AT THE INTERSECTION OF COUNTY ROAD 627 AND RIVER ROAD
 KV6077'IN HOLLAND CHURCH, TO THE MOST NORTHWESTERN CORNER OF THE PARKING LOT
 KV6077'FOR THE HOLLAND CHURCH CHRISTIAN CENTER, 1.7 M (5.6 FT) NORTHWEST OF
 KV6077'THE NORTHWEST CORNER OF THE BLACKTOP PARKING LOT, 20.2 M (66.3 FT)
 KV6077'WEST OF A POLE SUPPORTING A BASKETBALL BACKBOARD, 34.3 M (112.5 FT)
 KV6077'WEST OF POLE NUMBER NJ1369HD, 42.5 M (139.4 FT) WEST NORTHWEST OF THE
 KV6077'NORTHWEST CORNER OF THE CHURCH BUILDING, 46.9 M (153.9 FT) NORTHWEST
 KV6077'OF THE SOUTHWEST CORNER OF THE SAME BUILDING, 93.6 M (307.1 FT) WEST
 KV6077'OF THE CENTERLINE OF COUNTY ROAD 627, 29.8 M (97.8 FT) EAST OF THE
 KV6077'WEST WOODLINE BORDERING THE RAILROAD, SET 0.1 M (0.3 FT) BELOW THE
 KV6077'GROUND.
 KV6077
 KV6077                          STATION RECOVERY (1993)
 KV6077
 KV6077'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6077'THE STATION IS LOCATED IN HOLLAND TOWNSHIP AT THE NORTHWEST CORNER OF
 KV6077'THE ASPHALT PAVED PARKING LOT FOR THE HOLLAND CHURCH CHRISTIAN CENTER
 KV6077'IN HOLLAND CHURCH.  TO REACH THE STATION FROM THE JUNCTION OF COUNTY
 KV6077'ROAD 519 AND BRIDGE STREET IN MILFORD, GO 0.1M SOUTHWEST ON BRIDGE
 KV6077'STREET TO THE JUNCTION WITH CHURCH STREET.  TURN RIGHT AND FOLLOW
 KV6077'CHURCH STREET FOR ABOUT 0.15 MI (0.24 KM) TO THE JUNCTION WITH SPRING
 KV6077'GARDEN STREET, COUNTY ROAD 627.  BEAR TO THE RIGHT AND GO 5.15 MI
 KV6077'(8.29 KM) ON COUNTY ROAD 627 TO THE JUNCTION WITH CHURCH ROAD AND THE
 KV6077'HOLLAND CHURCH ON THE RIGHT.  CONTINUE FOR ABOUT 160 M (524.9 FT)
 KV6077'NORTHWEST ALONG COUNTY ROAD 627 TO THE DRIVEWAY LEADING TO THE PARKING
 KV6077'LOT ON THE LEFT.  TURN LEFT AND GO 93.6 M (307.1 FT) WEST FROM THE
 KV6077'CENTERLINE OF COUNTY ROAD 627 TO THE STATION AHEAD, SET FLUSH WITH
 KV6077'THE GROUND.  THE STATION IS 20.2 M (66.3 FT) WEST FROM A METAL POLE
 KV6077'FOR A BASKETBALL BACKBOARD, 1.7 M (5.6 FT) NORTHWEST FROM THE
 KV6077'NORTHWEST CORNER OF THE PARKING LOT, 0.6 M (2.0 FT) NORTH FROM THE
 KV6077'NORTH EDGE OF THE PARKING LOT, 43.7 M (143.4 FT) NORTH FROM GUY POLE
 KV6077'NUMBER NJ 88SB HD, 34.4 M (112.9 FT) WEST FROM AN ORANGE CARSONITE
 KV6077'WITNESS POST, JUST NORTH FROM AND NEXT TO POLE NUMBER NJ 1369 HD, 36
 KV6077'M (118.1 FT) EAST FROM THE EAST RAIL OF A RAILROAD TRACK, 42.5 M
 KV6077'(139.4 FT) WEST NORTHWEST FROM THE NORTHWEST CORNER OF THE CHURCH
 KV6077'BUILDING AND 46.9 M (153.9 FT) NORTHWEST FROM THE SOUTHWEST CORNER OF
 KV6077'THE CHURCH BUILDING.
 KV6077
 KV6077                          STATION RECOVERY (2003)
 KV6077
 KV6077'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 KV6077'RECOVERED AS DESCRIBED
 KV6077
 KV6077                          STATION RECOVERY (2006)
 KV6077
 KV6077'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (SQ)
 KV6077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0926 ***********************************************************************
 JU0926  DESIGNATION -  10 PRR
 JU0926  PID         -  JU0926
 JU0926  STATE/COUNTY-  NJ/CAMDEN
 JU0926  USGS QUAD   -  CAMDEN (1995)
 JU0926
 JU0926                         *CURRENT SURVEY CONTROL
 JU0926  ___________________________________________________________________
 JU0926* NAD 83(1986)-  39 58 49.     (N)    075 03 58.     (W)     SCALED    
 JU0926* NAVD 88     -        14.962  (meters)      49.09   (feet)  ADJUSTED  
 JU0926  ___________________________________________________________________
 JU0926  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU0926  DYNAMIC HT  -          14.956 (meters)      49.07  (feet)  COMP
 JU0926  MODELED GRAV-     980,187.2   (mgal)                       NAVD 88
 JU0926
 JU0926  VERT ORDER  -  FIRST     CLASS I
 JU0926
 JU0926.The horizontal coordinates were scaled from a topographic map and have
 JU0926.an estimated accuracy of +/- 6 seconds.
 JU0926
 JU0926.The orthometric height was determined by differential leveling
 JU0926.and adjusted by the National Geodetic Survey in June 1991..
 JU0926
 JU0926.The geoid height was determined by GEOID03.
 JU0926
 JU0926.The dynamic height is computed by dividing the NAVD 88
 JU0926.geopotential number by the normal gravity value computed on the
 JU0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0926.degrees latitude (g = 980.6199 gals.).
 JU0926
 JU0926.The modeled gravity was interpolated from observed gravity values.
 JU0926
 JU0926;                    North         East    Units  Estimated Accuracy
 JU0926;SPC NJ       -   127,480.      101,650.      MT  (+/- 180 meters Scaled)
 JU0926
 JU0926                          SUPERSEDED SURVEY CONTROL
 JU0926
 JU0926  NGVD 29 (01/10/92)   15.282  (m)           50.14   (f) ADJUSTED    1 1
 JU0926
 JU0926.Superseded values are not recommended for survey control.
 JU0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0926.See file dsdata.txt to determine how the superseded data were derived.
 JU0926
 JU0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK943255(NAD 83)
 JU0926_MARKER: B = BOLT
 JU0926_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0926_SP_SET: BRIDGE
 JU0926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0926
 JU0926  HISTORY     - Date     Condition        Report By
 JU0926  HISTORY     - UNK      MONUMENTED       PRR
 JU0926  HISTORY     - 1964     GOOD             CGS
 JU0926  HISTORY     - 1974     GOOD             NGS
 JU0926
 JU0926                          STATION DESCRIPTION
 JU0926
 JU0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0926'AT DELAIR.
 JU0926'AT DELAIR, 0.3 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD
 JU0926'FROM A LARGE RAILROAD OVERPASS AT DELAIR, ABOUT 108 YARDS
 JU0926'NORTHWEST OF THE JERSEY SWITCH TOWER, AT THE SOUTHEAST END OF THE
 JU0926'RAILROAD BRIDGE OVER THE DELAWARE RIVER, SET ON TOP OF THE
 JU0926'NORTHEAST END OF THE SOUTHEAST MASONRY STONE ABUTMENT, 7 FEET
 JU0926'NORTHEAST OF NORTHEAST RAIL, ABOUT 7 FEET BELOW LEVEL OF TRACK,
 JU0926'AND IS A COPPER BOLT IN A CHISELED SQUARE MARKED BY THE LETTERS
 JU0926'AND NUMBERS BM 10.
 JU0926
 JU0926                          STATION RECOVERY (1974)
 JU0926
 JU0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JU0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6085 ***********************************************************************
 KV6085  DESIGNATION -  10 Q 1
 KV6085  PID         -  KV6085
 KV6085  STATE/COUNTY-  NJ/HUNTERDON
 KV6085  USGS QUAD   -  RIEGELSVILLE (1990)
 KV6085
 KV6085                         *CURRENT SURVEY CONTROL
 KV6085  ___________________________________________________________________
 KV6085* NAD 83(1986)-  40 34 22.     (N)    075 09 00.     (W)     SCALED    
 KV6085* NAVD 88     -        40.863  (meters)     134.06   (feet)  ADJUSTED  
 KV6085  ___________________________________________________________________
 KV6085  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KV6085  DYNAMIC HT  -          40.844 (meters)     134.00  (feet)  COMP
 KV6085  MODELED GRAV-     980,154.9   (mgal)                       NAVD 88
 KV6085
 KV6085  VERT ORDER  -  FIRST     CLASS I
 KV6085
 KV6085.The horizontal coordinates were scaled from a topographic map and have
 KV6085.an estimated accuracy of +/- 6 seconds.
 KV6085
 KV6085.The orthometric height was determined by differential leveling
 KV6085.and adjusted by the National Geodetic Survey in June 1991..
 KV6085
 KV6085.The geoid height was determined by GEOID03.
 KV6085
 KV6085.The dynamic height is computed by dividing the NAVD 88
 KV6085.geopotential number by the normal gravity value computed on the
 KV6085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6085.degrees latitude (g = 980.6199 gals.).
 KV6085
 KV6085.The modeled gravity was interpolated from observed gravity values.
 KV6085
 KV6085;                    North         East    Units  Estimated Accuracy
 KV6085;SPC NJ       -   193,310.       94,970.      MT  (+/- 180 meters Scaled)
 KV6085
 KV6085                          SUPERSEDED SURVEY CONTROL
 KV6085
 KV6085  NGVD 29 (01/10/92)   41.115  (m)          134.89   (f) ADJUSTED    1 1
 KV6085
 KV6085.Superseded values are not recommended for survey control.
 KV6085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6085.See file dsdata.txt to determine how the superseded data were derived.
 KV6085
 KV6085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK873913(NAD 83)
 KV6085_MARKER: DD = SURVEY DISK
 KV6085_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV6085_SP_SET: HEADWALL
 KV6085_STAMPING: 10 Q 1 1989
 KV6085_MARK LOGO: NJGS  
 KV6085_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6085+STABILITY: SURFACE MOTION
 KV6085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6085+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KV6085
 KV6085  HISTORY     - Date     Condition        Report By
 KV6085  HISTORY     - 1989     MONUMENTED       NJGS
 KV6085
 KV6085                          STATION DESCRIPTION
 KV6085
 KV6085'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6085'5.9 KM (3.65 MI) WEST THEN SOUTHWEST ALONG SPRING GARDEN STREET,
 KV6085'COUNTY ROAD 627, FROM THE JUNCTION WITH BRIDGE STREET IN MILFORD TO A
 KV6085'LONG DIRT DRIVEWAY ON THE LEFT WHICH IS ALSO LOCATED 0.8 KM (0.50 MI)
 KV6085'EAST OF THE ENTRANCE DRIVE TO THE GILBERT GENERATING PLANT, THENCE
 KV6085'SOUTHEAST ALONG THE DIRT ROAD FOR 0.48 KM (0.30 MI) TO A RAILWAY TRACK
 KV6085'AND THE END OF TRUCK TRAVEL.  PACK 360 PACES NORTHEAST ALONG TWO SETS
 KV6085'OF RAILWAY TRACKS TO THE STATION ON THE RIGHT SET 0.41 M (1.3 FT)
 KV6085'NORTHEAST OF THE SOUTHWEST END OF A 6 METER HIGH, 6 METER WIDE
 KV6085'CONCRETE AND STONE ARCHED CULVERT UNDER THE TRACKS AND 3.6 METERS
 KV6085'BELOW THEM.  THE MARK IS 12.2 M (40.0 FT) SOUTH OF THE SOUTH TRACK OF
 KV6085'THE NORTH SET OF TRACKS AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6086 ***********************************************************************
 KV6086  DESIGNATION -  10 R 1
 KV6086  PID         -  KV6086
 KV6086  STATE/COUNTY-  NJ/HUNTERDON
 KV6086  USGS QUAD   -  RIEGELSVILLE (1990)
 KV6086
 KV6086                         *CURRENT SURVEY CONTROL
 KV6086  ___________________________________________________________________
 KV6086* NAD 83(1986)-  40 34 56.     (N)    075 11 23.     (W)     SCALED    
 KV6086* NAVD 88     -        48.025  (meters)     157.56   (feet)  ADJUSTED  
 KV6086  ___________________________________________________________________
 KV6086  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KV6086  DYNAMIC HT  -          48.002 (meters)     157.49  (feet)  COMP
 KV6086  MODELED GRAV-     980,156.8   (mgal)                       NAVD 88
 KV6086
 KV6086  VERT ORDER  -  FIRST     CLASS I
 KV6086
 KV6086.The horizontal coordinates were scaled from a topographic map and have
 KV6086.an estimated accuracy of +/- 6 seconds.
 KV6086
 KV6086.The orthometric height was determined by differential leveling
 KV6086.and adjusted by the National Geodetic Survey in June 1991..
 KV6086
 KV6086.The geoid height was determined by GEOID03.
 KV6086
 KV6086.The dynamic height is computed by dividing the NAVD 88
 KV6086.geopotential number by the normal gravity value computed on the
 KV6086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6086.degrees latitude (g = 980.6199 gals.).
 KV6086
 KV6086.The modeled gravity was interpolated from observed gravity values.
 KV6086
 KV6086;                    North         East    Units  Estimated Accuracy
 KV6086;SPC NJ       -   194,390.       91,610.      MT  (+/- 180 meters Scaled)
 KV6086
 KV6086                          SUPERSEDED SURVEY CONTROL
 KV6086
 KV6086  NGVD 29 (01/10/92)   48.270  (m)          158.37   (f) ADJUSTED    1 1
 KV6086
 KV6086.Superseded values are not recommended for survey control.
 KV6086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6086.See file dsdata.txt to determine how the superseded data were derived.
 KV6086
 KV6086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK839923(NAD 83)
 KV6086_MARKER: DD = SURVEY DISK
 KV6086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6086_SP_SET: CONCRETE POST
 KV6086_STAMPING: 10 R 1 1989
 KV6086_MARK LOGO: NJGS  
 KV6086_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV6086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6086+STABILITY: SURFACE MOTION
 KV6086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6086+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KV6086
 KV6086  HISTORY     - Date     Condition        Report By
 KV6086  HISTORY     - 1989     MONUMENTED       NJGS
 KV6086
 KV6086                          STATION DESCRIPTION
 KV6086
 KV6086'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6086'1.8 KM (1.10 MI) SOUTH ALONG RIVER ROAD, COUNTY ROAD 627, FROM THE
 KV6086'DELAWARE RIVER BRIDGE IN RIEGELSVILLE TO THE STATION ON THE RIGHT
 KV6086'BETWEEN THE RAILWAY TRACKS AND THE PARKING LOT AT THE CORRUGATED PAPER
 KV6086'GROUP FACTORY.  THE MARK IS LOCATED 55.7 M (182.7 FT) SOUTH OF THE
 KV6086'ENTRANCE ROAD TO THE FACTORY, 37.6 M (123.4 FT) EAST OF THE NORTHEAST
 KV6086'CORNER OF THE FACTORY, 10.2 M (33.5 FT) SOUTHEAST OF THE SOUTHEAST
 KV6086'STEEL CORNER POST OF A SQUARE GUARD RAIL AROUND A UNUSED UTILITY BOX,
 KV6086'3.88 M (12.7 FT) WEST OF THE WEST RAIL OF THE RAILWAY TRACKS, 2.41 M
 KV6086'(7.9 FT) EAST OF THE EDGE OF THE ASPHALT PAVING AND LEVEL WITH THE
 KV6086'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6870 ***********************************************************************
 KV6870  DESIGNATION -  10 S 1
 KV6870  PID         -  KV6870
 KV6870  STATE/COUNTY-  NJ/HUNTERDON
 KV6870  USGS QUAD   -  STOCKTON (1981)
 KV6870
 KV6870                         *CURRENT SURVEY CONTROL
 KV6870  ___________________________________________________________________
 KV6870* NAD 83(1996)-  40 23 14.98771(N)    074 53 23.39997(W)     ADJUSTED  
 KV6870* NAVD 88     -       125.3    (meters)     411.     (feet)  GPS OBS   
 KV6870  ___________________________________________________________________
 KV6870  X           -   1,268,190.166 (meters)                     COMP
 KV6870  Y           -  -4,696,807.921 (meters)                     COMP
 KV6870  Z           -   4,110,911.667 (meters)                     COMP
 KV6870  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 KV6870  ELLIP HEIGHT-          91.50  (meters)          (10/23/02) GPS OBS
 KV6870  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KV6870
 KV6870  HORZ ORDER  -  FIRST
 KV6870  ELLP ORDER  -  FOURTH    CLASS I
 KV6870
 KV6870.The horizontal coordinates were established by GPS observations
 KV6870.and adjusted by the National Geodetic Survey in May 1999..
 KV6870
 KV6870.The orthometric height was determined by GPS observations and a
 KV6870.high-resolution geoid model.
 KV6870
 KV6870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6870
 KV6870.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6870
 KV6870.The ellipsoidal height was determined by GPS observations
 KV6870.and is referenced to NAD 83.
 KV6870
 KV6870.The geoid height was determined by GEOID03.
 KV6870
 KV6870;                    North         East     Units Scale Factor Converg.
 KV6870;SPC NJ       -   172,610.047   116,902.830   MT  0.99991348   -0 15 09.3
 KV6870;SPC NJ       -   566,304.80    383,538.70   sFT  0.99991348   -0 15 09.3
 KV6870;UTM  18      - 4,470,772.818   509,350.424   MT  0.99960108   +0 04 17.0
 KV6870
 KV6870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6870!SPC NJ       -   0.99998565  x   0.99991348  =   0.99989913
 KV6870!UTM  18      -   0.99998565  x   0.99960108  =   0.99958673
 KV6870
 KV6870                          SUPERSEDED SURVEY CONTROL
 KV6870
 KV6870  NAD 83(1986)-  40 23 14.98660(N)    074 53 23.40291(W) AD(       ) 1
 KV6870
 KV6870.Superseded values are not recommended for survey control.
 KV6870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6870.See file dsdata.txt to determine how the superseded data were derived.
 KV6870
 KV6870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0935070773(NAD 83)
 KV6870_MARKER: DD = SURVEY DISK
 KV6870_SETTING: 66 = SET IN ROCK OUTCROP
 KV6870_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KV6870_STAMPING: 10 S 1 1990
 KV6870_MARK LOGO: NJGS  
 KV6870_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV6870+STABILITY: POSITION/ELEVATION WELL
 KV6870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6870+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1993
 KV6870
 KV6870  HISTORY     - Date     Condition        Report By
 KV6870  HISTORY     - 1990     MONUMENTED       NJGS
 KV6870  HISTORY     - 19930427 GOOD
 KV6870
 KV6870                          STATION DESCRIPTION
 KV6870
 KV6870'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6870'THE STATION IS LOCATED IN WEST AMWELL TOWNSHIP ON THE GROUNDS OF THE
 KV6870'SOUTH HUNTERDON REGIONAL HIGH SCHOOL, LOCATED AT THE NORTHWEST CORNER
 KV6870'OF THE INTERSECTION OF MOUNT AIRY HARBOURTON ROAD, COUNTY ROAD 601
 KV6870'AND LAMBERTVILLE ROCKTOWN ROAD.  PERMISSION TO OCCUPY THE STATION
 KV6870'SHOULD BE OBTAINED FROM MRS. FRANCES TOLLEY, BOARD SECRETARY, PHONE
 KV6870'609 397 1888.  THE STATION IS 45.05 M (147.80 FT) NORTH FROM THE
 KV6870'CENTER OF THE FLAGPOLE IN FRONT OF THE SCHOOL BUILDING, A ONE STORY
 KV6870'BRICK STRUCTURE, 40.38 M (132.48 FT) SOUTHWEST FROM AN UNMARKED
 KV6870'UTILITY POLE ALONG THE SOUTHWEST SIDE OF MOUNT AIRY HARBOURTON ROAD,
 KV6870'41.35 M (135.66 FT) WEST SOUTHWEST FROM THE CENTER OF MOUNT AIRY
 KV6870'HARBOURTON ROAD, 9.0 M (29.5 FT) NORTHEAST FROM THE CENTER OF A SEMI
 KV6870'CIRCULAR PAVED DRIVE IN FRONT OF THE SCHOOL BUILDING AND 40.45 M
 KV6870'(132.71 FT) NORTHEAST FROM THE CENTER OF A SET OF DOUBLE DOORS AT THE
 KV6870'MAIN ENTRANCE TO THE SCHOOL BUILDING.  THE STATION IS CEMENTED FLUSH
 KV6870'IN A DRILL HOLE IN THE TOP OF A ROCK OUTCROP OPPOSITE THE SEMI
 KV6870'CIRCULAR PAVED DRIVE IN FRONT OF THE SCHOOL BUILDING.
 KV6870
 KV6870                          STATION RECOVERY (1993)
 KV6870
 KV6870'RECOVERED 1993
 KV6870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6871 ***********************************************************************
 KV6871  DESIGNATION -  10 T 1
 KV6871  PID         -  KV6871
 KV6871  STATE/COUNTY-  NJ/HUNTERDON
 KV6871  USGS QUAD   -  FRENCHTOWN (1997)
 KV6871
 KV6871                         *CURRENT SURVEY CONTROL
 KV6871  ___________________________________________________________________
 KV6871* NAD 83(1996)-  40 36 46.45727(N)    075 07 16.63515(W)     ADJUSTED  
 KV6871* NAVD 88     -       199.3    (meters)     654.     (feet)  GPS OBS   
 KV6871  ___________________________________________________________________
 KV6871  X           -   1,245,046.678 (meters)                     COMP
 KV6871  Y           -  -4,686,235.575 (meters)                     COMP
 KV6871  Z           -   4,129,993.032 (meters)                     COMP
 KV6871  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 KV6871  ELLIP HEIGHT-         165.21  (meters)          (10/23/02) GPS OBS
 KV6871  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KV6871
 KV6871  HORZ ORDER  -  FIRST
 KV6871  ELLP ORDER  -  FOURTH    CLASS I
 KV6871
 KV6871.The horizontal coordinates were established by GPS observations
 KV6871.and adjusted by the National Geodetic Survey in May 1999..
 KV6871
 KV6871.The orthometric height was determined by GPS observations and a
 KV6871.high-resolution geoid model.
 KV6871
 KV6871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6871
 KV6871.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6871
 KV6871.The ellipsoidal height was determined by GPS observations
 KV6871.and is referenced to NAD 83.
 KV6871
 KV6871.The geoid height was determined by GEOID03.
 KV6871
 KV6871;                    North         East     Units Scale Factor Converg.
 KV6871;SPC NJ       -   197,750.419    97,428.338   MT  0.99993401   -0 24 16.0
 KV6871;SPC NJ       -   648,786.17    319,646.14   sFT  0.99993401   -0 24 16.0
 KV6871;SPC PA S     -   145,388.663   822,415.102   MT  0.99996350   +1 42 19.8
 KV6871;SPC PA S     -   476,995.97  2,698,206.88   sFT  0.99996350   +1 42 19.8
 KV6871;UTM  18      - 4,495,794.338   489,740.087   MT  0.99960130   -0 04 44.2
 KV6871
 KV6871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6871!SPC NJ       -   0.99997408  x   0.99993401  =   0.99990810
 KV6871!SPC PA S     -   0.99997408  x   0.99996350  =   0.99993759
 KV6871!UTM  18      -   0.99997408  x   0.99960130  =   0.99957539
 KV6871
 KV6871                          SUPERSEDED SURVEY CONTROL
 KV6871
 KV6871  ELLIP H (05/14/99)  165.22   (m)                       GP(       ) 4 1
 KV6871  NAD 83(1986)-  40 36 46.45568(N)    075 07 16.63804(W) AD(       ) 1
 KV6871
 KV6871.Superseded values are not recommended for survey control.
 KV6871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6871.See file dsdata.txt to determine how the superseded data were derived.
 KV6871
 KV6871_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8974095794(NAD 83)
 KV6871_MARKER: DD = SURVEY DISK
 KV6871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6871_SP_SET: CONCRETE POST
 KV6871_STAMPING: 10 T 1 1993
 KV6871_MARK LOGO: NJGS  
 KV6871_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6871+STABILITY: SURFACE MOTION
 KV6871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6871+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 KV6871
 KV6871  HISTORY     - Date     Condition        Report By
 KV6871  HISTORY     - 1993     MONUMENTED       NJGS
 KV6871  HISTORY     - 20030910 GOOD             AAAS
 KV6871
 KV6871                          STATION DESCRIPTION
 KV6871
 KV6871'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV6871'THE STATION IS LOCATED IN HOLLAND TOWNSHIP ON THE GROUNDS OF THE
 KV6871'HOLLAND TOWNSHIP FIRE COMPANY.  TO REACH THE STATION FROM THE
 KV6871'INTERSECTION OF U.S. HIGHWAY 22 ALTERNATE AND COUNTY ROAD 519 IN THE
 KV6871'TOWN OF ALPHA IN WARREN COUNTY, GO SOUTH ON COUNTY ROAD 519 FOR 6.4
 KV6871'MI (10.3 KM) TO THE TEE INTERSECTION WITH ANDERSEN ROAD ON THE RIGHT.
 KV6871'TURN RIGHT AND GO WEST ON ANDERSEN ROAD FOR 0.05 MI (0.08 KM) TO THE
 KV6871'DRIVEWAY LEADING TO THE HOLLAND TOWNSHIP FIRE COMPANY PARKING LOT ON
 KV6871'THE LEFT.  TURN LEFT AND GO 46 M (150.9 FT) TO THE STATION ON THE
 KV6871'RIGHT, NEAR THE WEST EDGE OF THE PARKING LOT.  TO REACH THE STATION
 KV6871'FROM THE INTERSECTION OF COUNTY ROAD 519 AND BRIDGE STREET IN THE
 KV6871'BOROUGH OF MILFORD, GO NORTH ON COUNTY ROAD 519 FOR 3.7 MI (6.0 KM)
 KV6871'TO THE TEE INTERSECTION WITH ANDERSEN ROAD ON THE LEFT.  THE STATION
 KV6871'IS 60 M (196.8 FT) SOUTH SOUTHEAST FROM POLE NUMBER BT 447, 49.6 M
 KV6871'(162.7 FT) SOUTH FROM THE CENTERLINE OF ANDERSEN ROAD, 44.5 M
 KV6871'(146.0 FT) SOUTH SOUTHWEST FROM POLE NUMBER BT 348 HT, 39.3 M
 KV6871'(128.9 FT) WEST FROM THE NORTHWEST CORNER OF THE FIRE HOUSE, 36.1 M
 KV6871'(118.4 FT) WEST NORTHWEST FROM THE SOUTHWEST CORNER OF THE FIRE
 KV6871'HOUSE, 15.4 M (50.5 FT) WEST NORTHWEST FROM THE NORTHWEST CORNER OF
 KV6871'THE CONCRETE PAD AT THE GASOLINE PUMPS AND 2.9 M (9.5 FT) WEST FROM
 KV6871'THE EDGE OF THE PARKING LOT.  THE STATION IS SET FLUSH WITH GROUND.
 KV6871
 KV6871                          STATION RECOVERY (2003)
 KV6871
 KV6871'RECOVERY NOTE BY ARORA AND ASSOCIATES 2003 (MR)
 KV6871'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6872 ***********************************************************************
 KV6872  DESIGNATION -  10 U 1
 KV6872  PID         -  KV6872
 KV6872  STATE/COUNTY-  NJ/HUNTERDON
 KV6872  USGS QUAD   -  STOCKTON (1981)
 KV6872
 KV6872                         *CURRENT SURVEY CONTROL
 KV6872  ___________________________________________________________________
 KV6872* NAD 83(1996)-  40 26 20.30492(N)    074 56 28.76559(W)     ADJUSTED  
 KV6872* NAVD 88     -       105.8    (meters)     347.     (feet)  GPS OBS   
 KV6872  ___________________________________________________________________
 KV6872  X           -   1,263,002.052 (meters)                     COMP
 KV6872  Y           -  -4,694,352.724 (meters)                     COMP
 KV6872  Z           -   4,115,251.180 (meters)                     COMP
 KV6872  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 KV6872  ELLIP HEIGHT-          71.84  (meters)          (10/23/02) GPS OBS
 KV6872  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KV6872
 KV6872  HORZ ORDER  -  FIRST
 KV6872  ELLP ORDER  -  FOURTH    CLASS I
 KV6872
 KV6872.The horizontal coordinates were established by GPS observations
 KV6872.and adjusted by the National Geodetic Survey in May 1999..
 KV6872
 KV6872.The orthometric height was determined by GPS observations and a
 KV6872.high-resolution geoid model.
 KV6872
 KV6872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6872
 KV6872.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6872
 KV6872.The ellipsoidal height was determined by GPS observations
 KV6872.and is referenced to NAD 83.
 KV6872
 KV6872.The geoid height was determined by GEOID03.
 KV6872
 KV6872;                    North         East     Units Scale Factor Converg.
 KV6872;SPC NJ       -   178,346.188   112,559.777   MT  0.99991725   -0 17 10.5
 KV6872;SPC NJ       -   585,124.12    369,289.87   sFT  0.99991725   -0 17 10.5
 KV6872;SPC PA S     -   126,553.795   838,250.993   MT  0.99995952   +1 49 20.1
 KV6872;SPC PA S     -   415,201.91  2,750,161.80   sFT  0.99995952   +1 49 20.1
 KV6872;UTM  18      - 4,476,482.499   504,976.365   MT  0.99960030   +0 02 17.0
 KV6872
 KV6872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6872!SPC NJ       -   0.99998873  x   0.99991725  =   0.99990598
 KV6872!SPC PA S     -   0.99998873  x   0.99995952  =   0.99994825
 KV6872!UTM  18      -   0.99998873  x   0.99960030  =   0.99958904
 KV6872
 KV6872                          SUPERSEDED SURVEY CONTROL
 KV6872
 KV6872  NAD 83(1986)-  40 26 20.30389(N)    074 56 28.76919(W) AD(       ) 1
 KV6872
 KV6872.Superseded values are not recommended for survey control.
 KV6872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6872.See file dsdata.txt to determine how the superseded data were derived.
 KV6872
 KV6872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0497676482(NAD 83)
 KV6872_MARKER: DD = SURVEY DISK
 KV6872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6872_SP_SET: CONCRETE POST
 KV6872_STAMPING: 10 U 1 1993
 KV6872_MARK LOGO: NJGS  
 KV6872_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 KV6872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6872+STABILITY: SURFACE MOTION
 KV6872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6872+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1993
 KV6872
 KV6872  HISTORY     - Date     Condition        Report By
 KV6872  HISTORY     - 1993     MONUMENTED       NJGS
 KV6872  HISTORY     - 19930315 GOOD             NJGS
 KV6872  HISTORY     - 20041215 MARK NOT FOUND   INDIV
 KV6872
 KV6872                          STATION DESCRIPTION
 KV6872
 KV6872'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV6872'THE STATION IS LOCATED IN DELAWARE TOWNSHIP.  TO REACH THE STATION
 KV6872'FROM THE INTERSECTION OF COUNTY ROAD 523 AND COUNTY ROAD 604 IN
 KV6872'SERGEANTSVILLE, GO EAST ON COUNTY ROAD 604 FOR 0.1 MI (0.2 KM) TO THE
 KV6872'INTERSECTION WITH RITTENHOUSE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 KV6872'SOUTH ON RITTENHOUSE ROAD FOR 0.5 MI (0.8 KM) TO THE STATION ON THE
 KV6872'LEFT, IN LINE WITH A HEDGEROW SEPARATING TWO CULTIVATED FIELDS.  THE
 KV6872'STATION IS 7.0 M (23.0 FT) EAST FROM THE EAST EDGE OF PAVEMENT OF
 KV6872'RITTENHOUSE ROAD, 9.8 M (32.2 FT) EAST FROM THE CENTERLINE OF
 KV6872'RITTENHOUSE ROAD AND 7.2 M (23.6 FT) NORTHEAST FROM A 30MPH SLOW
 KV6872'CHILDREN SIGN.  THE STATION IS SET FLUSH WITH THE GROUND.  A 2 FT
 KV6872'(0.6 M) LONG BY 1 INCH DIAMETER IRON BAR WAS IMBEDDED IN THE MONUMENT
 KV6872'TO AID IN ITS RECOVERY BY MAGNETIC LOCATOR.
 KV6872
 KV6872                          STATION RECOVERY (2004)
 KV6872
 KV6872'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JAL)
 KV6872'MARK NOT FOUND, NEEDS UPDATED DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6873 ***********************************************************************
 KV6873  DESIGNATION -  10 V 1
 KV6873  PID         -  KV6873
 KV6873  STATE/COUNTY-  NJ/HUNTERDON
 KV6873  USGS QUAD   -  HOPEWELL (1977)
 KV6873
 KV6873                         *CURRENT SURVEY CONTROL
 KV6873  ___________________________________________________________________
 KV6873* NAD 83(1996)-  40 26 28.51366(N)    074 48 18.60125(W)     ADJUSTED  
 KV6873* NAVD 88     -        71.5    (meters)     235.     (feet)  GPS OBS   
 KV6873  ___________________________________________________________________
 KV6873  X           -   1,274,104.229 (meters)                     COMP
 KV6873  Y           -  -4,691,154.622 (meters)                     COMP
 KV6873  Z           -   4,115,421.835 (meters)                     COMP
 KV6873  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 KV6873  ELLIP HEIGHT-          37.84  (meters)          (10/23/02) GPS OBS
 KV6873  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KV6873
 KV6873  HORZ ORDER  -  FIRST
 KV6873  ELLP ORDER  -  FOURTH    CLASS I
 KV6873
 KV6873.The horizontal coordinates were established by GPS observations
 KV6873.and adjusted by the National Geodetic Survey in May 1999..
 KV6873
 KV6873.The orthometric height was determined by GPS observations and a
 KV6873.high-resolution geoid model.
 KV6873
 KV6873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6873
 KV6873.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6873
 KV6873.The ellipsoidal height was determined by GPS observations
 KV6873.and is referenced to NAD 83.
 KV6873
 KV6873.The geoid height was determined by GEOID03.
 KV6873
 KV6873;                    North         East     Units Scale Factor Converg.
 KV6873;SPC NJ       -   178,550.555   124,111.693   MT  0.99990825   -0 11 52.6
 KV6873;SPC NJ       -   585,794.61    407,189.78   sFT  0.99990825   -0 11 52.6
 KV6873;UTM  18      - 4,476,752.169   516,523.347   MT  0.99960336   +0 07 35.0
 KV6873
 KV6873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6873!SPC NJ       -   0.99999406  x   0.99990825  =   0.99990231
 KV6873!UTM  18      -   0.99999406  x   0.99960336  =   0.99959743
 KV6873
 KV6873                          SUPERSEDED SURVEY CONTROL
 KV6873
 KV6873  ELLIP H (05/14/99)   37.85   (m)                       GP(       ) 4 1
 KV6873  NAD 83(1986)-  40 26 28.51294(N)    074 48 18.60374(W) AD(       ) 1
 KV6873
 KV6873.Superseded values are not recommended for survey control.
 KV6873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6873.See file dsdata.txt to determine how the superseded data were derived.
 KV6873
 KV6873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1652376752(NAD 83)
 KV6873_MARKER: DD = SURVEY DISK
 KV6873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6873_SP_SET: CONCRETE POST
 KV6873_STAMPING: 10 V 1 1993
 KV6873_MARK LOGO: NJGS  
 KV6873_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6873+STABILITY: SURFACE MOTION
 KV6873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6873+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2004
 KV6873
 KV6873  HISTORY     - Date     Condition        Report By
 KV6873  HISTORY     - 1993     MONUMENTED       NJGS
 KV6873  HISTORY     - 20040219 GOOD             INDIV
 KV6873
 KV6873                          STATION DESCRIPTION
 KV6873
 KV6873'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV6873'THE STATION IS LOCATED IN EAST AMWELL TOWNSHIP.  TO REACH THE STATION
 KV6873'FROM THE INTERSECTION OF BROAD STREET, COUNTY ROAD 518, AND GREENWOOD
 KV6873'AVENUE IN THE BOROUGH OF HOPEWELL, GO NORTHWEST ON GREENWOOD AVENUE
 KV6873'FOR 4.4 MI (7.1 KM) TO THE STATION ON THE LEFT AT A NATURAL GAS
 KV6873'PIPELINE CROSSING.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV6873'U.S. HIGHWAY 202, STATE HIGHWAY 31 AND WERTSVILLE ROAD, COUNTY ROAD
 KV6873'602, GO EAST ON COUNTY ROAD 602 FOR 3.5 MI (5.6 KM) TO THE TEE
 KV6873'INTERSECTION WITH RILEYVILLE ROAD, COUNTY ROAD 607, ON THE RIGHT.
 KV6873'TURN RIGHT AND GO SOUTHEAST ON RILEYVILLE ROAD FOR 0.2 MI (0.3 KM) TO
 KV6873'THE NATURAL GAS PIPELINE CROSSING AND THE STATION ON THE RIGHT.  THE
 KV6873'STATION IS 8.3 M (27.2 FT) WEST FROM THE CENTERLINE OF COUNTY ROAD
 KV6873'607, 23.5 M (77.1 FT) NORTH FROM POLE NUMBER NJ 969 EA, LOCATED ON
 KV6873'THE WEST SIDE OF COUNTY ROAD 607, 11.1 M (36.4 FT) SOUTH FROM A GAS
 KV6873'PIPELINE VENT PIPE ON THE WEST SIDE OF COUNTY ROAD 607, 17.2 M
 KV6873'(56.4 FT) SOUTHWEST FROM A GAS PIPELINE VENT PIPE ON THE EAST SIDE OF
 KV6873'COUNTY ROAD 607, 38.8 M (127.3 FT) SOUTH FROM THE CENTERLINE OF THE
 KV6873'DRIVEWAY LEADING TO HOUSE NUMBER 354 AND 27.1 M (88.9 FT) SOUTHWEST
 KV6873'FROM POLE NUMBER 171 ON THE EAST SIDE OF COUNTY ROAD 607, 14.2 M
 KV6873'(46.6 FT) SOUTH OF THE CENTERLINE OF THE DIRT ROAD LEADING TO THE
 KV6873'PIPELINE COMPLEX, 3.5 M (11.5 FT) SOUTHWEST OF A PIPELINE WARNING
 KV6873'POST.  THE STATION IS SET FLUSH WITH THE GROUND.
 KV6873
 KV6873                          STATION RECOVERY (2004)
 KV6873
 KV6873'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLE)
 KV6873'RECOVERED AS DESCRIBED - 3 INCHES BELOW GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0606 ***********************************************************************
 JU0606  DESIGNATION -  100
 JU0606  PID         -  JU0606
 JU0606  STATE/COUNTY-  NJ/CAMDEN
 JU0606  USGS QUAD   -  HAMMONTON (1981)
 JU0606
 JU0606                         *CURRENT SURVEY CONTROL
 JU0606  ___________________________________________________________________
 JU0606* NAD 83(1986)-  39 42 15.     (N)    074 47 29.     (W)     SCALED    
 JU0606* NAVD 88     -        21.677  (meters)      71.12   (feet)  ADJUSTED  
 JU0606  ___________________________________________________________________
 JU0606  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JU0606  DYNAMIC HT  -          21.667 (meters)      71.09  (feet)  COMP
 JU0606  MODELED GRAV-     980,143.2   (mgal)                       NAVD 88
 JU0606
 JU0606  VERT ORDER  -  SECOND    CLASS 0
 JU0606
 JU0606.The horizontal coordinates were scaled from a topographic map and have
 JU0606.an estimated accuracy of +/- 6 seconds.
 JU0606
 JU0606.The orthometric height was determined by differential leveling
 JU0606.and adjusted by the National Geodetic Survey in June 1991..
 JU0606
 JU0606.The geoid height was determined by GEOID03.
 JU0606
 JU0606.The dynamic height is computed by dividing the NAVD 88
 JU0606.geopotential number by the normal gravity value computed on the
 JU0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0606.degrees latitude (g = 980.6199 gals.).
 JU0606
 JU0606.The modeled gravity was interpolated from observed gravity values.
 JU0606
 JU0606;                    North         East    Units  Estimated Accuracy
 JU0606;SPC NJ       -    96,710.      125,010.      MT  (+/- 180 meters Scaled)
 JU0606
 JU0606                          SUPERSEDED SURVEY CONTROL
 JU0606
 JU0606  NGVD 29 (??/??/??)   22.051  (m)           72.35   (f) ADJUSTED    2 0
 JU0606
 JU0606.Superseded values are not recommended for survey control.
 JU0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0606.See file dsdata.txt to determine how the superseded data were derived.
 JU0606
 JU0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ178949(NAD 83)
 JU0606_MARKER: Z = SEE DESCRIPTION
 JU0606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0606_SP_SET: MILEPOST BASE
 JU0606_MARK LOGO: CNJRR 
 JU0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0606
 JU0606  HISTORY     - Date     Condition        Report By
 JU0606  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0606  HISTORY     - 1935     GOOD             CGS
 JU0606  HISTORY     - 1936     GOOD             CGS
 JU0606  HISTORY     - 19950315 MARK NOT FOUND   NJGS
 JU0606
 JU0606                          STATION DESCRIPTION
 JU0606
 JU0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0606'4.1 MI NE FROM WINSLOW JUNCTION.
 JU0606'4.1 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0606'THE STATION AT WINSLOW JUNCTION, CAMDEN COUNTY, AT MILEPOST 100,
 JU0606'IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER LINE
 JU0606'OF THE TRACK.  A RAISED LUG.
 JU0606
 JU0606                          STATION RECOVERY (1936)
 JU0606
 JU0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 JU0606'RECOVERED IN GOOD CONDITION.
 JU0606
 JU0606                          STATION RECOVERY (1995)
 JU0606
 JU0606'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0606'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0606'SEARCH BY A TWO MAN PARTY.  ONLY THE REMAINS OF THE CONCRETE BASE THAT
 JU0606'SUPPORTED THE IRON POST AND BASE WERE FOUND AND KNOCKED OVER. THE
 JU0606'STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6457 ***********************************************************************
 KV6457  DESIGNATION -  100
 KV6457  PID         -  KV6457
 KV6457  STATE/COUNTY-  NJ/MERCER
 KV6457  USGS QUAD   -  PRINCETON (1981)
 KV6457
 KV6457                         *CURRENT SURVEY CONTROL
 KV6457  ___________________________________________________________________
 KV6457* NAD 83(1986)-  40 20 52.     (N)    074 39 13.     (W)     SCALED    
 KV6457* NAVD 88     -        60.864  (meters)     199.68   (feet)  ADJUSTED  
 KV6457  ___________________________________________________________________
 KV6457  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KV6457  DYNAMIC HT  -          60.836 (meters)     199.59  (feet)  COMP
 KV6457  MODELED GRAV-     980,163.9   (mgal)                       NAVD 88
 KV6457
 KV6457  VERT ORDER  -  FIRST     CLASS II
 KV6457
 KV6457.The horizontal coordinates were scaled from a topographic map and have
 KV6457.an estimated accuracy of +/- 6 seconds.
 KV6457
 KV6457.The orthometric height was determined by differential leveling
 KV6457.and adjusted by the National Geodetic Survey in April 1995..
 KV6457
 KV6457.The geoid height was determined by GEOID03.
 KV6457
 KV6457.The dynamic height is computed by dividing the NAVD 88
 KV6457.geopotential number by the normal gravity value computed on the
 KV6457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6457.degrees latitude (g = 980.6199 gals.).
 KV6457
 KV6457.The modeled gravity was interpolated from observed gravity values.
 KV6457
 KV6457;                    North         East    Units  Estimated Accuracy
 KV6457;SPC NJ       -   168,140.      136,950.      MT  (+/- 180 meters Scaled)
 KV6457
 KV6457                          SUPERSEDED SURVEY CONTROL
 KV6457
 KV6457  NGVD 29 (01/10/92)   61.199  (m)          200.78   (f) ADJUSTED    1 2
 KV6457
 KV6457.Superseded values are not recommended for survey control.
 KV6457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6457.See file dsdata.txt to determine how the superseded data were derived.
 KV6457
 KV6457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK294664(NAD 83)
 KV6457_MARKER: DD = SURVEY DISK
 KV6457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6457_SP_SET: CONCRETE POST
 KV6457_STAMPING: 100
 KV6457_MARK LOGO: NJGS  
 KV6457_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6457+STABILITY: SURFACE MOTION
 KV6457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6457+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 KV6457
 KV6457  HISTORY     - Date     Condition        Report By
 KV6457  HISTORY     - 1941     MONUMENTED       NJGS
 KV6457  HISTORY     - 19900530 GOOD             NJGS
 KV6457  HISTORY     - 19911114 GOOD             NJGS
 KV6457  HISTORY     - 19950418 GOOD             NJGS
 KV6457
 KV6457                          STATION DESCRIPTION
 KV6457
 KV6457'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6457'THE STATION IS LOCATED IN THE BOROUGH OF PRINCETON, ON THE CAMPUS OF
 KV6457'PRINCETON UNIVERSITY, ON THE SOUTH SIDE OF PROSPECT AVENUE.  TO REACH
 KV6457'THE STATION FROM THE JUNCTION OF WASHINGTON ROAD AND PROSPECT AVENUE,
 KV6457'PROCEED 64.8 M (212.6 FT) NORTHEAST FROM THE EAST CURBLINE OF
 KV6457'WASHINGTON ROAD TO THE STATION ON THE RIGHT, 1.2 M (3.9 FT) SOUTH OF
 KV6457'THE SOUTH CURBLINE OF PROSPECT AVENUE, 8.25 M (27.07 FT) NORTHWEST
 KV6457'FROM THE NORTHWEST CORNER OF THE WEST GATE PILLAR TO HOUSE NUMBER 13,
 KV6457'24.4 M (80.1 FT) SOUTH AND ACROSS PROSPECT AVENUE FROM TRIANGULATION
 KV6457'STATION PRINCETON, 20.2 M (66.3 FT) WEST OF STATION PRINCETON
 KV6457'REFERENCE MARK NUMBER 1 AND PROJECTING 0.01 M (0.03 FT) ABOVE THE
 KV6457'GROUND.
 KV6457
 KV6457                          STATION RECOVERY (1991)
 KV6457
 KV6457'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV6457'RECOVERED IN GOOD CONDITION.
 KV6457
 KV6457                          STATION RECOVERY (1995)
 KV6457
 KV6457'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV6457'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4340 ***********************************************************************
 AI4340  DESIGNATION -  10031
 AI4340  PID         -  AI4340
 AI4340  STATE/COUNTY-  NJ/GLOUCESTER
 AI4340  USGS QUAD   -  WOODBURY (1995)
 AI4340
 AI4340                         *CURRENT SURVEY CONTROL
 AI4340  ___________________________________________________________________
 AI4340* NAD 83(1996)-  39 49 14.78132(N)    075 07 29.19952(W)     ADJUSTED  
 AI4340* NAVD 88     -        13.4    (meters)      44.     (feet)  GPS OBS   
 AI4340  ___________________________________________________________________
 AI4340  X           -   1,259,304.552 (meters)                     COMP
 AI4340  Y           -  -4,741,064.546 (meters)                     COMP
 AI4340  Z           -   4,062,708.710 (meters)                     COMP
 AI4340  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AI4340  ELLIP HEIGHT-         -19.50  (meters)          (09/25/02) GPS OBS
 AI4340  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 AI4340
 AI4340  HORZ ORDER  -  FIRST
 AI4340  ELLP ORDER  -  FOURTH    CLASS I
 AI4340
 AI4340.The horizontal coordinates were established by GPS observations
 AI4340.and adjusted by the National Geodetic Survey in March 2000..
 AI4340
 AI4340.The orthometric height was determined by GPS observations and a
 AI4340.high-resolution geoid model.
 AI4340
 AI4340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4340
 AI4340.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4340
 AI4340.The ellipsoidal height was determined by GPS observations
 AI4340.and is referenced to NAD 83.
 AI4340
 AI4340.The geoid height was determined by GEOID03.
 AI4340
 AI4340;                    North         East     Units Scale Factor Converg.
 AI4340;SPC NJ       -   109,803.010    96,513.759   MT  0.99993521   -0 24 00.4
 AI4340;SPC NJ       -   360,245.38    316,645.56   sFT  0.99993521   -0 24 00.4
 AI4340;UTM  18      - 4,407,872.484   489,321.222   MT  0.99960140   -0 04 47.7
 AI4340
 AI4340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4340!SPC NJ       -   1.00000306  x   0.99993521  =   0.99993827
 AI4340!UTM  18      -   1.00000306  x   0.99960140  =   0.99960446
 AI4340
 AI4340                          SUPERSEDED SURVEY CONTROL
 AI4340
 AI4340  ELLIP H (03/31/00)  -19.49   (m)                       GP(       ) 3 1
 AI4340
 AI4340.Superseded values are not recommended for survey control.
 AI4340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4340.See file dsdata.txt to determine how the superseded data were derived.
 AI4340
 AI4340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8932107872(NAD 83)
 AI4340_MARKER: DD = SURVEY DISK
 AI4340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4340_STAMPING: 10031 45.170
 AI4340_MARK LOGO: NJDCED
 AI4340_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4340+STABILITY: SURFACE MOTION
 AI4340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4340+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 AI4340
 AI4340  HISTORY     - Date     Condition        Report By
 AI4340  HISTORY     - 1939     MONUMENTED       NJDCED
 AI4340  HISTORY     - 19990707 GOOD             NJGS
 AI4340  HISTORY     - 20060221 GOOD             INDIV
 AI4340
 AI4340                          STATION DESCRIPTION
 AI4340
 AI4340'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (JVS)
 AI4340'THE STATION IS LOCATED IN DEPTFORD TOWNSHIP ON THE NORTHWEST SIDE OF
 AI4340'STATE ROUTE 47.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AI4340'ROUTE 47 AND INTERCHANGE HIGHWAY 295 AT INTERCHANGE 25A, GO SOUTHWEST
 AI4340'ON STATE ROUTE 47 FOR 2.1 MI (3.4 KM) TO THE CROSSROADS INTERSECTION
 AI4340'WITH COOPER ROAD, COUNTY ROAD 534.  CONTINUE AHEAD ON STATE ROUTE 47
 AI4340'FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT, SET ABOUT 0.05 M
 AI4340'(0.16 FT) BELOW THE GROUND ACROSS THE ROAD FROM THE BUBBLE WASH
 AI4340'LAUNDROMAT AND DRY CLEANING COMPANY.  THE STATION IS 63.8 FT (19.4 M)
 AI4340'NORTHEAST FROM THE NORTHEAST CORNER OF THE FRONT PORCH FOR HOUSE
 AI4340'NUMBER 1560, A TWO AND ONE HALF STORY STUCCO DWELLING ON THE NORTHWEST
 AI4340'SIDE OF STATE ROUTE 47, 34.5 FT (10.5 M) SOUTH SOUTHEAST FROM WOOD
 AI4340'UTILITY POLE NUMBER 63114, 177.0 FT (53.9 M) SOUTH SOUTHWEST FROM THE
 AI4340'CENTERLINE EXTENSION OF BYRD AVENUE, 20.5 FT (6.2 M) WEST FROM THE
 AI4340'CENTERLINE OF STATE ROUTE 47, 30.5 FT (9.3 M) NORTH NORTHEAST FROM THE
 AI4340'CENTERLINE OF A CONCRETE SIDEWALK LEADING TO HOUSE NUMBER 1560 AND 2.0
 AI4340'FT (0.6 M) WEST FROM THE WEST EDGE OF PAVING OF STATE ROUTE 47.
 AI4340
 AI4340                          STATION RECOVERY (2006)
 AI4340
 AI4340'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JC)
 AI4340'RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4368 ***********************************************************************
 AI4368  DESIGNATION -  10075
 AI4368  PID         -  AI4368
 AI4368  STATE/COUNTY-  NJ/GLOUCESTER
 AI4368  USGS QUAD   -  PITMAN WEST (1995)
 AI4368
 AI4368                         *CURRENT SURVEY CONTROL
 AI4368  ___________________________________________________________________
 AI4368* NAD 83(1996)-  39 40 15.34082(N)    075 12 30.71203(W)     ADJUSTED  
 AI4368* NAVD 88     -        42.0    (meters)     138.     (feet)  GPS OBS   
 AI4368  ___________________________________________________________________
 AI4368  X           -   1,255,094.154 (meters)                     COMP
 AI4368  Y           -  -4,753,206.253 (meters)                     COMP
 AI4368  Z           -   4,049,934.572 (meters)                     COMP
 AI4368  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AI4368  ELLIP HEIGHT-           8.65  (meters)          (09/25/02) GPS OBS
 AI4368  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 AI4368
 AI4368  HORZ ORDER  -  FIRST
 AI4368  ELLP ORDER  -  FOURTH    CLASS I
 AI4368
 AI4368.The horizontal coordinates were established by GPS observations
 AI4368.and adjusted by the National Geodetic Survey in March 2000..
 AI4368
 AI4368.The orthometric height was determined by GPS observations and a
 AI4368.high-resolution geoid model.
 AI4368
 AI4368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4368
 AI4368.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4368
 AI4368.The ellipsoidal height was determined by GPS observations
 AI4368.and is referenced to NAD 83.
 AI4368
 AI4368.The geoid height was determined by GEOID03.
 AI4368
 AI4368;                    North         East     Units Scale Factor Converg.
 AI4368;SPC NJ       -    93,220.659    89,212.150   MT  0.99994548   -0 27 08.4
 AI4368;SPC NJ       -   305,841.45    292,690.20   sFT  0.99994548   -0 27 08.4
 AI4368;UTM  18      - 4,391,255.263   482,114.688   MT  0.99960394   -0 07 59.2
 AI4368
 AI4368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4368!SPC NJ       -   0.99999864  x   0.99994548  =   0.99994412
 AI4368!UTM  18      -   0.99999864  x   0.99960394  =   0.99960258
 AI4368
 AI4368                          SUPERSEDED SURVEY CONTROL
 AI4368
 AI4368  ELLIP H (03/31/00)    8.65   (m)                       GP(       ) 3 1
 AI4368
 AI4368.Superseded values are not recommended for survey control.
 AI4368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4368.See file dsdata.txt to determine how the superseded data were derived.
 AI4368
 AI4368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8211591255(NAD 83)
 AI4368_MARKER: DD = SURVEY DISK
 AI4368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4368_STAMPING: 10075
 AI4368_MARK LOGO: NJDCED
 AI4368_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4368+STABILITY: SURFACE MOTION
 AI4368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4368+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2001
 AI4368
 AI4368  HISTORY     - Date     Condition        Report By
 AI4368  HISTORY     - 1939     MONUMENTED       NJDCED
 AI4368  HISTORY     - 19990707 GOOD             NJGS
 AI4368  HISTORY     - 20010406 GOOD             TWT
 AI4368
 AI4368                          STATION DESCRIPTION
 AI4368
 AI4368'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 AI4368'THE STATION IS LOCATED IN ELK TOWNSHIP ON THE EAST SIDE OF STATE ROUTE
 AI4368'77.  TO REACH THE STATION FROM THE TRAFFIC CIRCLE AT THE INTERSECTION
 AI4368'OF STATE ROUTE 77 AND U.S.  HIGHWAY 40 IN UPPER PITTSGROVE TOWNSHIP IN
 AI4368'SALEM COUNTY, GO NORTHEAST ON STATE ROUTE 77 FOR 4.0 MI (6.4 KM) TO
 AI4368'THE STATION ON THE RIGHT, SET ABOUT 0.2 BELOW THE GROUND.  THE STATION
 AI4368'IS 20.9 M (68.6 FT) SOUTH SOUTHEAST FROM WOOD UTILITY POLE NUMBER
 AI4368'8341, 20.5 M (67.3 FT) SOUTH AND ACROSS THE ROAD FROM WOOD UTILITY
 AI4368'POLE NUMBER 63 8340, 6.5 M (21.3 FT) EAST SOUTHEAST FROM THE
 AI4368'CENTERLINE OF STATE ROUTE 77 AND 20.6 M (67.6 FT) NORTH NORTHEAST FROM
 AI4368'MILE POST MARKER 18 AND 1.0 M (3.3 FT) SOUTHWEST FROM A METAL WITNESS
 AI4368'POST AND SIGN.
 AI4368
 AI4368                          STATION RECOVERY (2001)
 AI4368
 AI4368'RECOVERY NOTE BY TWT CONS ENG 2001 (BSJ)
 AI4368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0607 ***********************************************************************
 JU0607  DESIGNATION -  101
 JU0607  PID         -  JU0607
 JU0607  STATE/COUNTY-  NJ/CAMDEN
 JU0607  USGS QUAD   -  HAMMONTON (1981)
 JU0607
 JU0607                         *CURRENT SURVEY CONTROL
 JU0607  ___________________________________________________________________
 JU0607* NAD 83(1986)-  39 41 38.     (N)    074 48 13.     (W)     SCALED    
 JU0607* NAVD 88     -        22.766  (meters)      74.69   (feet)  ADJUSTED  
 JU0607  ___________________________________________________________________
 JU0607  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JU0607  DYNAMIC HT  -          22.755 (meters)      74.66  (feet)  COMP
 JU0607  MODELED GRAV-     980,140.5   (mgal)                       NAVD 88
 JU0607
 JU0607  VERT ORDER  -  SECOND    CLASS 0
 JU0607
 JU0607.The horizontal coordinates were scaled from a topographic map and have
 JU0607.an estimated accuracy of +/- 6 seconds.
 JU0607
 JU0607.The orthometric height was determined by differential leveling
 JU0607.and adjusted by the National Geodetic Survey in June 1991..
 JU0607
 JU0607.The geoid height was determined by GEOID03.
 JU0607
 JU0607.The dynamic height is computed by dividing the NAVD 88
 JU0607.geopotential number by the normal gravity value computed on the
 JU0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0607.degrees latitude (g = 980.6199 gals.).
 JU0607
 JU0607.The modeled gravity was interpolated from observed gravity values.
 JU0607
 JU0607;                    North         East    Units  Estimated Accuracy
 JU0607;SPC NJ       -    95,570.      123,960.      MT  (+/- 180 meters Scaled)
 JU0607
 JU0607                          SUPERSEDED SURVEY CONTROL
 JU0607
 JU0607  NGVD 29 (??/??/??)   23.140  (m)           75.92   (f) ADJUSTED    2 0
 JU0607
 JU0607.Superseded values are not recommended for survey control.
 JU0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0607.See file dsdata.txt to determine how the superseded data were derived.
 JU0607
 JU0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ168938(NAD 83)
 JU0607_MARKER: Z = SEE DESCRIPTION
 JU0607_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0607_SP_SET: MILEPOST BASE
 JU0607_MARK LOGO: CNJRR 
 JU0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0607
 JU0607  HISTORY     - Date     Condition        Report By
 JU0607  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0607  HISTORY     - 1935     GOOD             CGS
 JU0607  HISTORY     - 1936     GOOD             CGS
 JU0607  HISTORY     - 19950315 MARK NOT FOUND   NJGS
 JU0607
 JU0607                          STATION DESCRIPTION
 JU0607
 JU0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0607'3.1 MI NE FROM WINSLOW JUNCTION.
 JU0607'3.1 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0607'THE STATION AT WINSLOW JUNCTION, CAMDEN COUNTY, AT MILEPOST 101,
 JU0607'IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER LINE
 JU0607'OF THE TRACK.  A RAISED LUG.
 JU0607
 JU0607                          STATION RECOVERY (1936)
 JU0607
 JU0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 JU0607'RECOVERED IN GOOD CONDITION.
 JU0607
 JU0607                          STATION RECOVERY (1995)
 JU0607
 JU0607'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0607'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0607'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6666 ***********************************************************************
 KV6666  DESIGNATION -  101
 KV6666  PID         -  KV6666
 KV6666  STATE/COUNTY-  NJ/MERCER
 KV6666  USGS QUAD   -  PRINCETON (1981)
 KV6666
 KV6666                         *CURRENT SURVEY CONTROL
 KV6666  ___________________________________________________________________
 KV6666* NAD 83(1986)-  40 21 01.     (N)    074 38 38.     (W)     SCALED    
 KV6666* NAVD 88     -        43.838  (meters)     143.83   (feet)  ADJUSTED  
 KV6666  ___________________________________________________________________
 KV6666  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KV6666  DYNAMIC HT  -          43.818 (meters)     143.76  (feet)  COMP
 KV6666  MODELED GRAV-     980,166.3   (mgal)                       NAVD 88
 KV6666
 KV6666  VERT ORDER  -  FIRST     CLASS II
 KV6666
 KV6666.The horizontal coordinates were scaled from a topographic map and have
 KV6666.an estimated accuracy of +/- 6 seconds.
 KV6666
 KV6666.The orthometric height was determined by differential leveling
 KV6666.and adjusted by the National Geodetic Survey in April 1995..
 KV6666
 KV6666.The geoid height was determined by GEOID03.
 KV6666
 KV6666.The dynamic height is computed by dividing the NAVD 88
 KV6666.geopotential number by the normal gravity value computed on the
 KV6666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6666.degrees latitude (g = 980.6199 gals.).
 KV6666
 KV6666.The modeled gravity was interpolated from observed gravity values.
 KV6666
 KV6666;                    North         East    Units  Estimated Accuracy
 KV6666;SPC NJ       -   168,420.      137,780.      MT  (+/- 180 meters Scaled)
 KV6666
 KV6666                          SUPERSEDED SURVEY CONTROL
 KV6666
 KV6666  NGVD 29 (01/10/92)   44.173  (m)          144.92   (f) ADJUSTED    1 2
 KV6666
 KV6666.Superseded values are not recommended for survey control.
 KV6666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6666.See file dsdata.txt to determine how the superseded data were derived.
 KV6666
 KV6666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK302666(NAD 83)
 KV6666_MARKER: DD = SURVEY DISK
 KV6666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6666_SP_SET: CONCRETE POST
 KV6666_STAMPING: 101 144.888
 KV6666_MARK LOGO: NJGS  
 KV6666_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6666+STABILITY: SURFACE MOTION
 KV6666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6666+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1999
 KV6666
 KV6666  HISTORY     - Date     Condition        Report By
 KV6666  HISTORY     - 1934     MONUMENTED       NJGS
 KV6666  HISTORY     - 19891104 GOOD             NJGS
 KV6666  HISTORY     - 19950418 GOOD             NJGS
 KV6666  HISTORY     - 19991104 GOOD
 KV6666
 KV6666                          STATION DESCRIPTION
 KV6666
 KV6666'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6666'THE STATION IS LOCATED IN THE BOROUGH OF PRINCETON ON THE SOUTH SIDE
 KV6666'OF PROSPECT AVENUE.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV6666'HARRISON STREET, COUNTY ROAD 629 AND PROSPECT AVENUE, GO 0.1 MI (0.2
 KV6666'KM) WEST ON PROSPECT AVENUE TO THE STATION ON THE LEFT, SET BETWEEN
 KV6666'THE CURB AND THE SIDEWALK.  THE STATION IS 5.8 M (19.0 FT) SOUTH
 KV6666'SOUTHEAST FROM THE CENTERLINE OF PROSPECT AVENUE, 1.25 M (4.10 FT)
 KV6666'SOUTH SOUTHEAST FROM THE SOUTH CURBLINE OF PROSPECT AVENUE, 11.2 M
 KV6666'(36.7 FT) SOUTHEAST FROM POLE NUMBER E60215PB, 21.75 M (71.36 FT)
 KV6666'NORTHWEST FROM THE NORTHWEST CORNER OF A 2 STORY STUCCO HOUSE NUMBER
 KV6666'177, 3.1 M (10.2 FT) EAST NORTHEAST FROM POLE NUMBER 60432PB AND 3.3
 KV6666'M (10.8 FT) NORTHWEST FROM THE NORTH EDGE OF THE SIDEWALK.  THE
 KV6666'STATION IS SET FLUSH WITH THE GROUND.
 KV6666
 KV6666                          STATION RECOVERY (1995)
 KV6666
 KV6666'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV6666'RECOVERED AS DESCRIBED.
 KV6666
 KV6666                          STATION RECOVERY (1999)
 KV6666
 KV6666'RECOVERED 1999
 KV6666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0608 ***********************************************************************
 JU0608  DESIGNATION -  102
 JU0608  PID         -  JU0608
 JU0608  STATE/COUNTY-  NJ/CAMDEN
 JU0608  USGS QUAD   -  HAMMONTON (1981)
 JU0608
 JU0608                         *CURRENT SURVEY CONTROL
 JU0608  ___________________________________________________________________
 JU0608* NAD 83(1986)-  39 41 03.     (N)    074 49 02.     (W)     SCALED    
 JU0608* NAVD 88     -        26.549  (meters)      87.10   (feet)  ADJUSTED  
 JU0608  ___________________________________________________________________
 JU0608  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 JU0608  DYNAMIC HT  -          26.536 (meters)      87.06  (feet)  COMP
 JU0608  MODELED GRAV-     980,137.8   (mgal)                       NAVD 88
 JU0608
 JU0608  VERT ORDER  -  SECOND    CLASS 0
 JU0608
 JU0608.The horizontal coordinates were scaled from a topographic map and have
 JU0608.an estimated accuracy of +/- 6 seconds.
 JU0608
 JU0608.The orthometric height was determined by differential leveling
 JU0608.and adjusted by the National Geodetic Survey in June 1991..
 JU0608
 JU0608.The geoid height was determined by GEOID03.
 JU0608
 JU0608.The dynamic height is computed by dividing the NAVD 88
 JU0608.geopotential number by the normal gravity value computed on the
 JU0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0608.degrees latitude (g = 980.6199 gals.).
 JU0608
 JU0608.The modeled gravity was interpolated from observed gravity values.
 JU0608
 JU0608;                    North         East    Units  Estimated Accuracy
 JU0608;SPC NJ       -    94,500.      122,790.      MT  (+/- 180 meters Scaled)
 JU0608
 JU0608                          SUPERSEDED SURVEY CONTROL
 JU0608
 JU0608  NGVD 29 (??/??/??)   26.920  (m)           88.32   (f) ADJUSTED    2 0
 JU0608
 JU0608.Superseded values are not recommended for survey control.
 JU0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0608.See file dsdata.txt to determine how the superseded data were derived.
 JU0608
 JU0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ156927(NAD 83)
 JU0608_MARKER: Z = SEE DESCRIPTION
 JU0608_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0608_SP_SET: MILEPOST BASE
 JU0608_MARK LOGO: CNJRR 
 JU0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0608
 JU0608  HISTORY     - Date     Condition        Report By
 JU0608  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0608  HISTORY     - 1935     GOOD             CGS
 JU0608  HISTORY     - 1936     GOOD             CGS
 JU0608  HISTORY     - 19950315 MARK NOT FOUND   NJGS
 JU0608
 JU0608                          STATION DESCRIPTION
 JU0608
 JU0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0608'2.1 MI NE FROM WINSLOW JUNCTION.
 JU0608'2.1 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0608'THE STATION AT WINSLOW JUNCTION, CAMDEN COUNTY, AT MILEPOST 102,
 JU0608'IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER LINE
 JU0608'OF THE TRACK.  A RAISED LUG.
 JU0608
 JU0608                          STATION RECOVERY (1936)
 JU0608
 JU0608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 JU0608'RECOVERED IN GOOD CONDITION.
 JU0608
 JU0608                          STATION RECOVERY (1995)
 JU0608
 JU0608'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0608'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0608'SEARCH BY A TWO MAN PARTY.  ONLY THE REMAINS OF THE CONCRETE BASE THAT
 JU0608'SUPPORTED THE IRON POST AND BASE WERE FOUND.  THE STATION IS
 JU0608'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0997 ***********************************************************************
 KV0997  DESIGNATION -  102 PRR
 KV0997  PID         -  KV0997
 KV0997  STATE/COUNTY-  NJ/MERCER
 KV0997  USGS QUAD   -  TRENTON EAST (1981)
 KV0997
 KV0997                         *CURRENT SURVEY CONTROL
 KV0997  ___________________________________________________________________
 KV0997* NAD 83(1986)-  40 11 12.     (N)    074 44 52.     (W)     SCALED    
 KV0997* NAVD 88     -         6.084  (meters)      19.96   (feet)  POSTED    
 KV0997  ___________________________________________________________________
 KV0997  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KV0997  DYNAMIC HT  -           6.080 (meters)      19.95  (feet)  COMP
 KV0997  MODELED GRAV-     980,185.6   (mgal)                       NAVD 88
 KV0997
 KV0997  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KV0997
 KV0997.The horizontal coordinates were scaled from a topographic map and have
 KV0997.an estimated accuracy of +/- 6 seconds.
 KV0997
 KV0997.The orthometric height was determined by differential leveling
 KV0997.and adjusted by the National Geodetic Survey in 1992..
 KV0997.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KV0997.rate of 2.1 thru 3.0 mm/km.
 KV0997
 KV0997.The geoid height was determined by GEOID03.
 KV0997
 KV0997.The dynamic height is computed by dividing the NAVD 88
 KV0997.geopotential number by the normal gravity value computed on the
 KV0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0997.degrees latitude (g = 980.6199 gals.).
 KV0997
 KV0997.The modeled gravity was interpolated from observed gravity values.
 KV0997
 KV0997;                    North         East    Units  Estimated Accuracy
 KV0997;SPC NJ       -   150,270.      128,900.      MT  (+/- 180 meters Scaled)
 KV0997
 KV0997                          SUPERSEDED SURVEY CONTROL
 KV0997
 KV0997  NGVD 29 (??/??/??)    6.425  (m)           21.08   (f) ADJUSTED    1 2
 KV0997
 KV0997.Superseded values are not recommended for survey control.
 KV0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0997.See file dsdata.txt to determine how the superseded data were derived.
 KV0997
 KV0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK214485(NAD 83)
 KV0997_MARKER: B = BOLT
 KV0997_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0997_SP_SET: LOCK WALL
 KV0997_STAMPING: 102
 KV0997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0997
 KV0997  HISTORY     - Date     Condition        Report By
 KV0997  HISTORY     - 1924     MONUMENTED       PRR
 KV0997  HISTORY     - 1956     MARK NOT FOUND   CGS
 KV0997
 KV0997                          STATION DESCRIPTION
 KV0997
 KV0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0997'3 MI S FROM TRENTON.
 KV0997'3 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KV0997'AT TRENTON, MERCER COUNTY, AT DELAWARE AND RARITAN CANAL LOCK NO.
 KV0997'2, AND IN THE CENTER OF THE TOP OF THE NORTH WALL.  A COPPER BOLT
 KV0997'FLANKED BY THE LETTERS B M AND THE FIGURES 102.  NOTE-- THE
 KV0997'DELAWARE AND RARITAN CANAL IS CLOSED AND THE LOCKS HAVE BEEN
 KV0997'REMOVED.  NO CONCRETE WALL COULD BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0293 ***********************************************************************
 KV0293  DESIGNATION -  10235 NJGS
 KV0293  PID         -  KV0293
 KV0293  STATE/COUNTY-  NJ/HUDSON
 KV0293  USGS QUAD   -  JERSEY CITY (1981)
 KV0293
 KV0293                         *CURRENT SURVEY CONTROL
 KV0293  ___________________________________________________________________
 KV0293* NAD 83(1986)-  40 43 49.     (N)    074 02 29.     (W)     SCALED    
 KV0293* NAVD 88     -         4.117  (meters)      13.51   (feet)  ADJUSTED  
 KV0293  ___________________________________________________________________
 KV0293  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KV0293  DYNAMIC HT  -           4.115 (meters)      13.50  (feet)  COMP
 KV0293  MODELED GRAV-     980,245.3   (mgal)                       NAVD 88
 KV0293
 KV0293  VERT ORDER  -  FIRST     CLASS I
 KV0293
 KV0293.The horizontal coordinates were scaled from a topographic map and have
 KV0293.an estimated accuracy of +/- 6 seconds.
 KV0293
 KV0293.The orthometric height was determined by differential leveling
 KV0293.and adjusted by the National Geodetic Survey in June 1991..
 KV0293
 KV0293.The geoid height was determined by GEOID03.
 KV0293
 KV0293.The dynamic height is computed by dividing the NAVD 88
 KV0293.geopotential number by the normal gravity value computed on the
 KV0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0293.degrees latitude (g = 980.6199 gals.).
 KV0293
 KV0293.The modeled gravity was interpolated from observed gravity values.
 KV0293
 KV0293;                    North         East    Units  Estimated Accuracy
 KV0293;SPC NJ       -   210,700.      188,740.      MT  (+/- 180 meters Scaled)
 KV0293
 KV0293                          SUPERSEDED SURVEY CONTROL
 KV0293
 KV0293  NGVD 29 (04/16/92)    4.457  (m)           14.62   (f) ADJUSTED    1 1
 KV0293
 KV0293.Superseded values are not recommended for survey control.
 KV0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0293.See file dsdata.txt to determine how the superseded data were derived.
 KV0293
 KV0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL809092(NAD 83)
 KV0293_MARKER: DD = SURVEY DISK
 KV0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0293_STAMPING: 10235
 KV0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0293+STABILITY: SURFACE MOTION
 KV0293
 KV0293  HISTORY     - Date     Condition        Report By
 KV0293  HISTORY     - 1952     MONUMENTED       NJGS
 KV0293  HISTORY     - 1952     GOOD             CGS
 KV0293  HISTORY     - 1965     GOOD             CGS
 KV0293
 KV0293                          STATION DESCRIPTION
 KV0293
 KV0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0293'AT JERSEY CITY.
 KV0293'AT JERSEY CITY, AT THE CROSSING OF 12TH STREET (U.S. HIGHWAYS 1
 KV0293'AND 9) AND GROVE STREET, 21 FEET SOUTHEAST OF CENTER LINE OF
 KV0293'GROVE STREET, 9 FEET NORTHEAST OF NORTHEAST CURB LINE OF
 KV0293'HIGHWAY, 12 FEET NORTH OF A TRAFFIC LIGHT POST, 1/2 FOOT
 KV0293'SOUTHEAST OF NORTHWEST EDGE OF SOUTHEAST CURB OF GROVE STREET
 KV0293'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH CURB AND
 KV0293'SIDE WALK.
 KV0293
 KV0293                          STATION RECOVERY (1965)
 KV0293
 KV0293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0609 ***********************************************************************
 JU0609  DESIGNATION -  103
 JU0609  PID         -  JU0609
 JU0609  STATE/COUNTY-  NJ/CAMDEN
 JU0609  USGS QUAD   -  HAMMONTON (1981)
 JU0609
 JU0609                         *CURRENT SURVEY CONTROL
 JU0609  ___________________________________________________________________
 JU0609* NAD 83(1986)-  39 40 33.     (N)    074 49 57.     (W)     SCALED    
 JU0609* NAVD 88     -        31.677  (meters)     103.93   (feet)  ADJUSTED  
 JU0609  ___________________________________________________________________
 JU0609  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JU0609  DYNAMIC HT  -          31.661 (meters)     103.87  (feet)  COMP
 JU0609  MODELED GRAV-     980,135.0   (mgal)                       NAVD 88
 JU0609
 JU0609  VERT ORDER  -  SECOND    CLASS 0
 JU0609
 JU0609.The horizontal coordinates were scaled from a topographic map and have
 JU0609.an estimated accuracy of +/- 6 seconds.
 JU0609
 JU0609.The orthometric height was determined by differential leveling
 JU0609.and adjusted by the National Geodetic Survey in June 1991..
 JU0609
 JU0609.The geoid height was determined by GEOID03.
 JU0609
 JU0609.The dynamic height is computed by dividing the NAVD 88
 JU0609.geopotential number by the normal gravity value computed on the
 JU0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0609.degrees latitude (g = 980.6199 gals.).
 JU0609
 JU0609.The modeled gravity was interpolated from observed gravity values.
 JU0609
 JU0609;                    North         East    Units  Estimated Accuracy
 JU0609;SPC NJ       -    93,580.      121,480.      MT  (+/- 180 meters Scaled)
 JU0609
 JU0609                          SUPERSEDED SURVEY CONTROL
 JU0609
 JU0609  NGVD 29 (??/??/??)   32.046  (m)          105.14   (f) ADJUSTED    2 0
 JU0609
 JU0609.Superseded values are not recommended for survey control.
 JU0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0609.See file dsdata.txt to determine how the superseded data were derived.
 JU0609
 JU0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ143917(NAD 83)
 JU0609_MARKER: B = BOLT
 JU0609_SETTING: 0 = UNSPECIFIED SETTING
 JU0609_SP_SET: MILEPOST BASE
 JU0609_MARK LOGO: NONE  
 JU0609_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0609+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1995
 JU0609
 JU0609  HISTORY     - Date     Condition        Report By
 JU0609  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0609  HISTORY     - 1935     GOOD             CGS
 JU0609  HISTORY     - 1936     GOOD             CGS
 JU0609  HISTORY     - 19950315 GOOD             NJGS
 JU0609
 JU0609                          STATION DESCRIPTION
 JU0609
 JU0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0609'1.1 MI NE FROM WINSLOW JUNCTION.
 JU0609'1.1 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0609'THE STATION AT WINSLOW JUNCTION, CAMDEN COUNTY, AT MILEPOST 103,
 JU0609'IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER LINE
 JU0609'OF THE TRACK.  A RAISED LUG.
 JU0609
 JU0609                          STATION RECOVERY (1936)
 JU0609
 JU0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 JU0609'RECOVERED IN GOOD CONDITION.
 JU0609
 JU0609                          STATION RECOVERY (1995)
 JU0609
 JU0609'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0609'THE STATION IS LOCATED IN WINSLOW TOWNSHIP ON THE NORTHWEST SIDE OF
 JU0609'THE FORMER CENTRAL NEW JERSEY RAILROAD RIGHT OF WAY, NOW ABANDONED. TO
 JU0609'REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 30 AND
 JU0609'FLEMING PIKE, COUNTY ROAD 623, IN ELM, GO SOUTHEAST ON COUNTY ROAD 623
 JU0609'FOR 0.35 MI (0.56 KM) TO THE TEE JUNCTION WITH AN ASPHALT PAVED ROAD
 JU0609'LEADING SOUTHEAST ON THE LEFT.  TURN LEFT AND GO SOUTHEAST ON THE
 JU0609'ASPHALT PAVED ROAD FOR 0.10 MI (0.16 KM) TO THE DEAD END AT THE GRADE
 JU0609'CROSSING.  TURN LEFT AND GO ABOUT 300 FT (91.4 M) NORTHEAST ALONG THE
 JU0609'ABANDONED RAILROAD TRACK TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0996 ***********************************************************************
 KV0996  DESIGNATION -  103 PRR
 KV0996  PID         -  KV0996
 KV0996  STATE/COUNTY-  NJ/MERCER
 KV0996  USGS QUAD   -  TRENTON WEST (1995)
 KV0996
 KV0996                         *CURRENT SURVEY CONTROL
 KV0996  ___________________________________________________________________
 KV0996* NAD 83(1986)-  40 11 42.     (N)    074 45 09.     (W)     SCALED    
 KV0996* NAVD 88     -        11.605  (meters)      38.07   (feet)  ADJUSTED  
 KV0996  ___________________________________________________________________
 KV0996  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KV0996  DYNAMIC HT  -          11.600 (meters)      38.06  (feet)  COMP
 KV0996  MODELED GRAV-     980,183.4   (mgal)                       NAVD 88
 KV0996
 KV0996  VERT ORDER  -  FIRST     CLASS II
 KV0996
 KV0996.The horizontal coordinates were scaled from a topographic map and have
 KV0996.an estimated accuracy of +/- 6 seconds.
 KV0996
 KV0996.The orthometric height was determined by differential leveling
 KV0996.and adjusted by the National Geodetic Survey in June 1991..
 KV0996
 KV0996.The geoid height was determined by GEOID03.
 KV0996
 KV0996.The dynamic height is computed by dividing the NAVD 88
 KV0996.geopotential number by the normal gravity value computed on the
 KV0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0996.degrees latitude (g = 980.6199 gals.).
 KV0996
 KV0996.The modeled gravity was interpolated from observed gravity values.
 KV0996
 KV0996;                    North         East    Units  Estimated Accuracy
 KV0996;SPC NJ       -   151,200.      128,500.      MT  (+/- 180 meters Scaled)
 KV0996
 KV0996                          SUPERSEDED SURVEY CONTROL
 KV0996
 KV0996  NGVD 29 (01/10/92)   11.934  (m)           39.15   (f) ADJUSTED    1 2
 KV0996
 KV0996.Superseded values are not recommended for survey control.
 KV0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0996.See file dsdata.txt to determine how the superseded data were derived.
 KV0996
 KV0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK210494(NAD 83)
 KV0996_MARKER: B = BOLT
 KV0996_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0996_SP_SET: BRIDGE
 KV0996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0996
 KV0996  HISTORY     - Date     Condition        Report By
 KV0996  HISTORY     - 1924     MONUMENTED       PRR
 KV0996  HISTORY     - 1956     GOOD             CGS
 KV0996
 KV0996                          STATION DESCRIPTION
 KV0996
 KV0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0996'AT TRENTON.
 KV0996'AT TRENTON, ALONG THE TRENTON-BORDENTOWN BRANCH OF THE
 KV0996'PENNSYLVANIA RAILROAD, 41 RAILS SOUTH OF THE LAYLOR STREET
 KV0996'CROSSING, ON TOP AND AT THE SOUTH END OF THE WEST HEAD WALL OF A
 KV0996'CONCRETE BRIDGE OVER A DRY AND DIRT FILLED CREEK, 5.6 FEET WEST
 KV0996'OF THE WEST RAIL, 2.5 FEET NORTH OF THE SOUTH END AND ABOUT
 KV0996'LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0163 ***********************************************************************
 KV0163  DESIGNATION -  103.18 NJGS
 KV0163  PID         -  KV0163
 KV0163  STATE/COUNTY-  NJ/PASSAIC
 KV0163  USGS QUAD   -  PATERSON (1995)
 KV0163
 KV0163                         *CURRENT SURVEY CONTROL
 KV0163  ___________________________________________________________________
 KV0163* NAD 83(1986)-  40 54 55.     (N)    074 10 20.     (W)     SCALED    
 KV0163* NAVD 88     -        31.140  (meters)     102.17   (feet)  POSTED    
 KV0163  ___________________________________________________________________
 KV0163  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KV0163  DYNAMIC HT  -          31.130 (meters)     102.13  (feet)  COMP
 KV0163  MODELED GRAV-     980,209.6   (mgal)                       NAVD 88
 KV0163
 KV0163  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KV0163
 KV0163.The horizontal coordinates were scaled from a topographic map and have
 KV0163.an estimated accuracy of +/- 6 seconds.
 KV0163
 KV0163.The orthometric height was determined by differential leveling
 KV0163.and adjusted by the National Geodetic Survey in 1992..
 KV0163.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KV0163.rate of 4.1 thru 8.0 mm/km.
 KV0163
 KV0163.The geoid height was determined by GEOID03.
 KV0163
 KV0163.The dynamic height is computed by dividing the NAVD 88
 KV0163.geopotential number by the normal gravity value computed on the
 KV0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0163.degrees latitude (g = 980.6199 gals.).
 KV0163
 KV0163.The modeled gravity was interpolated from observed gravity values.
 KV0163
 KV0163;                    North         East    Units  Estimated Accuracy
 KV0163;SPC NJ       -   231,190.      177,610.      MT  (+/- 180 meters Scaled)
 KV0163
 KV0163                          SUPERSEDED SURVEY CONTROL
 KV0163
 KV0163  NGVD 29 (??/??/??)   31.422  (m)          103.09   (f) ADJUSTED    1 2
 KV0163
 KV0163.Superseded values are not recommended for survey control.
 KV0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0163.See file dsdata.txt to determine how the superseded data were derived.
 KV0163
 KV0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL697296(NAD 83)
 KV0163_MARKER: X = CHISELED CROSS
 KV0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0163_SP_SET: STONE COPING
 KV0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0163+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2005
 KV0163
 KV0163  HISTORY     - Date     Condition        Report By
 KV0163  HISTORY     - 1933     MONUMENTED       NJGS
 KV0163  HISTORY     - 1944     MARK NOT FOUND   CGS
 KV0163  HISTORY     - 20051218 GOOD             GEOCAC
 KV0163
 KV0163                          STATION DESCRIPTION
 KV0163
 KV0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV0163'AT PATERSON.
 KV0163'AT PATERSON, PASSAIC COUNTY, ON HAMILTON STREET, DIRECTLY ACROSS
 KV0163'THE STREET FROM CENTRAL HIGH SCHOOL, AT THE MAIN ENTRANCE TO THE
 KV0163'COUNTY COURTHOUSE, AND ON THE TOP OF THE STONE COPING AT THE
 KV0163'NORTH END OF THE STEPS.  A CHISELED CROSS.
 KV0163
 KV0163                          STATION RECOVERY (2005)
 KV0163
 KV0163'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV0163'AT THE PASSAIC COUNTY COURT HOUSE, ON THE EAST SIDE OF HAMILTON
 KV0163'STREEET.  ATOP A STONE PILLAR AT THE NORTH SIDE OF THE SIDEWALK
 KV0163'LEADING TO THE STEP OF WHAT USED TO BE THE MAIN ENTRANCE TO THE COURTH
 KV0163'HOUSE.   FIVE FEET ABOVE THE SIDEWALK.  HANDHELD GPS COORDINATES ARE N
 KV0163'40 54.830 W 74 10.290.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0993 ***********************************************************************
 KV0993  DESIGNATION -  104 PRR
 KV0993  PID         -  KV0993
 KV0993  STATE/COUNTY-  NJ/MERCER
 KV0993  USGS QUAD   -  TRENTON WEST (1995)
 KV0993
 KV0993                         *CURRENT SURVEY CONTROL
 KV0993  ___________________________________________________________________
 KV0993* NAD 83(1986)-  40 12 33.     (N)    074 45 18.     (W)     SCALED    
 KV0993* NAVD 88     -        15.710  (meters)      51.54   (feet)  ADJUSTED  
 KV0993  ___________________________________________________________________
 KV0993  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KV0993  DYNAMIC HT  -          15.703 (meters)      51.52  (feet)  COMP
 KV0993  MODELED GRAV-     980,180.4   (mgal)                       NAVD 88
 KV0993
 KV0993  VERT ORDER  -  FIRST     CLASS II
 KV0993
 KV0993.The horizontal coordinates were scaled from a topographic map and have
 KV0993.an estimated accuracy of +/- 6 seconds.
 KV0993
 KV0993.The orthometric height was determined by differential leveling
 KV0993.and adjusted by the National Geodetic Survey in June 1991..
 KV0993
 KV0993.The geoid height was determined by GEOID03.
 KV0993
 KV0993.The dynamic height is computed by dividing the NAVD 88
 KV0993.geopotential number by the normal gravity value computed on the
 KV0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0993.degrees latitude (g = 980.6199 gals.).
 KV0993
 KV0993.The modeled gravity was interpolated from observed gravity values.
 KV0993
 KV0993;                    North         East    Units  Estimated Accuracy
 KV0993;SPC NJ       -   152,770.      128,290.      MT  (+/- 180 meters Scaled)
 KV0993
 KV0993                          SUPERSEDED SURVEY CONTROL
 KV0993
 KV0993  NGVD 29 (??/??/??)   16.039  (m)           52.62   (f) ADJUSTED    1 2
 KV0993
 KV0993.Superseded values are not recommended for survey control.
 KV0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0993.See file dsdata.txt to determine how the superseded data were derived.
 KV0993
 KV0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK208510(NAD 83)
 KV0993_MARKER: B = BOLT
 KV0993_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0993_SP_SET: LOCK WALL
 KV0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0993
 KV0993  HISTORY     - Date     Condition        Report By
 KV0993  HISTORY     - 1924     MONUMENTED       PRR
 KV0993  HISTORY     - 1935     GOOD             CGS
 KV0993
 KV0993                          STATION DESCRIPTION
 KV0993
 KV0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0993'AT TRENTON.
 KV0993'AT TRENTON, MERCER COUNTY, ON BROAD STREET, IN THE TOP OF THE
 KV0993'NORTH WALL OF THE LOCK IN THE DELAWARE AND RARITAN CANAL, COPPER
 KV0993'BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0664 ***********************************************************************
 JU0664  DESIGNATION -  10.40
 JU0664  PID         -  JU0664
 JU0664  STATE/COUNTY-  NJ/GLOUCESTER
 JU0664  USGS QUAD   -  BRIDGEPORT (1995)
 JU0664
 JU0664                         *CURRENT SURVEY CONTROL
 JU0664  ___________________________________________________________________
 JU0664* NAD 83(1986)-  39 47 56.     (N)    075 21 05.     (W)     SCALED    
 JU0664* NAVD 88     -         3.005  (meters)       9.86   (feet)  POSTED    
 JU0664  ___________________________________________________________________
 JU0664  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU0664  DYNAMIC HT  -           3.000 (meters)       9.84  (feet)  COMP
 JU0664  MODELED GRAV-     980,167.4   (mgal)                       NAVD 88
 JU0664
 JU0664  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JU0664
 JU0664.The horizontal coordinates were scaled from a topographic map and have
 JU0664.an estimated accuracy of +/- 6 seconds.
 JU0664
 JU0664.The orthometric height was determined by differential leveling
 JU0664.and adjusted by the National Geodetic Survey in 1992..
 JU0664.No vertical observational check was made to the station.
 JU0664.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JU0664.was located on a no-check spur therefore a value was not computed.
 JU0664
 JU0664.The geoid height was determined by GEOID03.
 JU0664
 JU0664.The dynamic height is computed by dividing the NAVD 88
 JU0664.geopotential number by the normal gravity value computed on the
 JU0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0664.degrees latitude (g = 980.6199 gals.).
 JU0664
 JU0664.The modeled gravity was interpolated from observed gravity values.
 JU0664
 JU0664;                    North         East    Units  Estimated Accuracy
 JU0664;SPC NJ       -   107,530.       77,090.      MT  (+/- 180 meters Scaled)
 JU0664
 JU0664                          SUPERSEDED SURVEY CONTROL
 JU0664
 JU0664  NGVD 29 (??/??/??)    3.359  (m)           11.02   (f) ADJUSTED    1 2
 JU0664
 JU0664.Superseded values are not recommended for survey control.
 JU0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0664.See file dsdata.txt to determine how the superseded data were derived.
 JU0664
 JU0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK699054(NAD 83)
 JU0664_MARKER: B = BOLT
 JU0664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0664_SP_SET: CONCRETE BLOCK
 JU0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0664
 JU0664  HISTORY     - Date     Condition        Report By
 JU0664  HISTORY     - 1930     MONUMENTED       NJGS
 JU0664  HISTORY     - 1930     GOOD             CGS
 JU0664  HISTORY     - 1934     GOOD             CGS
 JU0664  HISTORY     - 19950124 MARK NOT FOUND   NJGS
 JU0664
 JU0664                          STATION DESCRIPTION
 JU0664
 JU0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0664'AT BRIDGEPORT.
 JU0664'AT BRIDGEPORT, GLOUCESTER COUNTY, ON THE PENNSYLVANIA-READING
 JU0664'SEASHORE LINES, AND AT THE SOUTHWEST CORNER OF THE STATION.  A
 JU0664'COPPER BOLT, CEMENTED IN A CONCRETE BLOCK.
 JU0664
 JU0664                          STATION RECOVERY (1934)
 JU0664
 JU0664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JU0664'RECOVERED IN GOOD CONDITION.
 JU0664
 JU0664                          STATION RECOVERY (1995)
 JU0664
 JU0664'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0664'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0664'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0614 ***********************************************************************
 JU0614  DESIGNATION -  105 CNJRR
 JU0614  PID         -  JU0614
 JU0614  STATE/COUNTY-  NJ/CAMDEN
 JU0614  USGS QUAD   -  HAMMONTON (1981)
 JU0614
 JU0614                         *CURRENT SURVEY CONTROL
 JU0614  ___________________________________________________________________
 JU0614* NAD 83(1986)-  39 39 21.     (N)    074 51 36.     (W)     SCALED    
 JU0614* NAVD 88     -        31.814  (meters)     104.38   (feet)  ADJUSTED  
 JU0614  ___________________________________________________________________
 JU0614  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JU0614  DYNAMIC HT  -          31.798 (meters)     104.32  (feet)  COMP
 JU0614  MODELED GRAV-     980,129.8   (mgal)                       NAVD 88
 JU0614
 JU0614  VERT ORDER  -  SECOND    CLASS 0
 JU0614
 JU0614.The horizontal coordinates were scaled from a topographic map and have
 JU0614.an estimated accuracy of +/- 6 seconds.
 JU0614
 JU0614.The orthometric height was determined by differential leveling
 JU0614.and adjusted by the National Geodetic Survey in June 1991..
 JU0614
 JU0614.The geoid height was determined by GEOID03.
 JU0614
 JU0614.The dynamic height is computed by dividing the NAVD 88
 JU0614.geopotential number by the normal gravity value computed on the
 JU0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0614.degrees latitude (g = 980.6199 gals.).
 JU0614
 JU0614.The modeled gravity was interpolated from observed gravity values.
 JU0614
 JU0614;                    North         East    Units  Estimated Accuracy
 JU0614;SPC NJ       -    91,370.      119,110.      MT  (+/- 180 meters Scaled)
 JU0614
 JU0614                          SUPERSEDED SURVEY CONTROL
 JU0614
 JU0614  NGVD 29 (??/??/??)   32.182  (m)          105.58   (f) ADJUSTED    2 0
 JU0614
 JU0614.Superseded values are not recommended for survey control.
 JU0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0614.See file dsdata.txt to determine how the superseded data were derived.
 JU0614
 JU0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ120895(NAD 83)
 JU0614_MARKER: Z = SEE DESCRIPTION
 JU0614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0614_SP_SET: MILEPOST BASE
 JU0614_MARK LOGO: CNJRR 
 JU0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0614
 JU0614  HISTORY     - Date     Condition        Report By
 JU0614  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0614  HISTORY     - 1935     GOOD             CGS
 JU0614  HISTORY     - 1936     GOOD             CGS
 JU0614
 JU0614                          STATION DESCRIPTION
 JU0614
 JU0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0614'0.8 MI SW FROM WINSLOW JUNCTION.
 JU0614'0.8 MILE SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0614'THE STATION AT WINSLOW JUNCTION, CAMDEN COUNTY, AT MILEPOST 105,
 JU0614'IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER LINE
 JU0614'OF THE TRACK.  A RAISED LUG.
 JU0614
 JU0614                          STATION RECOVERY (1936)
 JU0614
 JU0614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 JU0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4337 ***********************************************************************
 AI4337  DESIGNATION -  1057
 AI4337  PID         -  AI4337
 AI4337  STATE/COUNTY-  NJ/GLOUCESTER
 AI4337  USGS QUAD   -  WOODSTOWN (1982)
 AI4337
 AI4337                         *CURRENT SURVEY CONTROL
 AI4337  ___________________________________________________________________
 AI4337* NAD 83(1996)-  39 41 40.43027(N)    075 16 45.41188(W)     ADJUSTED  
 AI4337* NAVD 88     -        26.6    (meters)      87.     (feet)  GPS OBS   
 AI4337  ___________________________________________________________________
 AI4337  X           -   1,248,795.050 (meters)                     COMP
 AI4337  Y           -  -4,753,120.377 (meters)                     COMP
 AI4337  Z           -   4,051,944.423 (meters)                     COMP
 AI4337  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AI4337  ELLIP HEIGHT-          -6.64  (meters)          (09/25/02) GPS OBS
 AI4337  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 AI4337
 AI4337  HORZ ORDER  -  FIRST
 AI4337  ELLP ORDER  -  FOURTH    CLASS I
 AI4337
 AI4337.The horizontal coordinates were established by GPS observations
 AI4337.and adjusted by the National Geodetic Survey in March 2000..
 AI4337
 AI4337.The orthometric height was determined by GPS observations and a
 AI4337.high-resolution geoid model.
 AI4337
 AI4337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4337
 AI4337.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4337
 AI4337.The ellipsoidal height was determined by GPS observations
 AI4337.and is referenced to NAD 83.
 AI4337
 AI4337.The geoid height was determined by GEOID03.
 AI4337
 AI4337;                    North         East     Units Scale Factor Converg.
 AI4337;SPC NJ       -    95,895.022    83,164.939   MT  0.99995498   -0 29 51.9
 AI4337;SPC NJ       -   314,615.58    272,850.30   sFT  0.99995498   -0 29 51.9
 AI4337;UTM  18      - 4,393,894.975   476,054.758   MT  0.99960706   -0 10 42.2
 AI4337
 AI4337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4337!SPC NJ       -   1.00000104  x   0.99995498  =   0.99995602
 AI4337!UTM  18      -   1.00000104  x   0.99960706  =   0.99960810
 AI4337
 AI4337                          SUPERSEDED SURVEY CONTROL
 AI4337
 AI4337  ELLIP H (03/31/00)   -6.63   (m)                       GP(       ) 3 1
 AI4337
 AI4337.Superseded values are not recommended for survey control.
 AI4337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4337.See file dsdata.txt to determine how the superseded data were derived.
 AI4337
 AI4337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7605593895(NAD 83)
 AI4337_MARKER: DD = SURVEY DISK
 AI4337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4337_STAMPING: 1057 88.391
 AI4337_MARK LOGO: NJGS  
 AI4337_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4337+STABILITY: SURFACE MOTION
 AI4337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4337+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2005
 AI4337
 AI4337  HISTORY     - Date     Condition        Report By
 AI4337  HISTORY     - 1939     MONUMENTED       NJGS
 AI4337  HISTORY     - 19990707 GOOD             NJGS
 AI4337  HISTORY     - 20051108 GOOD             GEOCAC
 AI4337
 AI4337                          STATION DESCRIPTION
 AI4337
 AI4337'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (JVS)
 AI4337'THE STATION IS LOCATED IN SOUTH HARRISON TOWNSHIP ABOUT 4 MI (6.4 KM)
 AI4337'SOUTHEAST FROM THE BOROUGH OF SWEDESBORO.  TO REACH THE STATION FORM
 AI4337'THE INTERSECTION OF KINGS HIGHWAY, COUNTY ROAD 551 AND SWEDESBORO
 AI4337'FRANKLINVILLE ROAD, COUNTY ROAD 538 IN THE BOROUGH OF SWEDESBORO, GO
 AI4337'SOUTHEAST ON COUNTY ROAD 538 FOR 0.5 MI (0.8 KM) TO THE WYE JUNCTION
 AI4337'WITH SWEDESBORO MORNROEVILLE ROAD, COUNTY ROAD 694.  BEAR TO THE LEFT,
 AI4337'CONTINUE AHEAD ON COUNTY ROAD 538 FOR 3.4 MI (5.5 KM) TO THE
 AI4337'INTERSECTION WITH STATE ROUTE 45 AT A BLINKING RED TRAFFIC SIGNAL.
 AI4337'TURN RIGHT AND GO WEST ON STATE ROUTE 45 FOR 2.1 MI (3.4 KM) TO THE
 AI4337'STATION ON THE LEFT, JUST PAST THE INTERSECTION WITH PEDRICKTOWN
 AI4337'HARRISONVILLE ROAD, COUNTY ROAD 668.  THE STATION IS 18.2 M (59.7 FT)
 AI4337'WEST SOUTHWEST FROM POLE NUMBER 137, 19.6 M (64.3 FT) EAST NORTHEAST
 AI4337'FROM POLE NUMBER 136, 13.6 M (44.6 FT) SOUTH SOUTHEAST AND ACROSS THE
 AI4337'ROAD FROM POLE NUMBER 538844, 24.4 M (80.1 FT) SOUTHEAST FROM THE EAST
 AI4337'CORNER OF HOUSE NUMBER 367 1447, A ONE STORY FRAME DWELLING, 28.8 M
 AI4337'(94.5 FT) SOUTH FROM THE SOUTH CORNER OF HOUSE NUMBER 1449, 2.2 M (7.2
 AI4337'FT) SOUTH SOUTHEAST FROM THE SOUTH SOUTHEAST EDGE OF PAVEMENT, 47.7 M
 AI4337'(156.5 FT) WEST SOUTHWEST FROM THE CENTERLINE EXTENDED OF COUNTY ROAD
 AI4337'668 AND 7.0 M (23.0 FT) SOUTH SOUTHEAST FROM CENTERLINE OF STATE ROUTE
 AI4337'45.  THE STATION IS SET 0.1 M (0.3 FT) BELOW THE GROUND.
 AI4337
 AI4337                          STATION RECOVERY (2005)
 AI4337
 AI4337'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 AI4337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0615 ***********************************************************************
 JU0615  DESIGNATION -  106 CNJRR
 JU0615  PID         -  JU0615
 JU0615  STATE/COUNTY-  NJ/CAMDEN
 JU0615  USGS QUAD   -  HAMMONTON (1981)
 JU0615
 JU0615                         *CURRENT SURVEY CONTROL
 JU0615  ___________________________________________________________________
 JU0615* NAD 83(1986)-  39 38 39.     (N)    074 52 15.     (W)     SCALED    
 JU0615* NAVD 88     -        32.581  (meters)     106.89   (feet)  ADJUSTED  
 JU0615  ___________________________________________________________________
 JU0615  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JU0615  DYNAMIC HT  -          32.565 (meters)     106.84  (feet)  COMP
 JU0615  MODELED GRAV-     980,127.9   (mgal)                       NAVD 88
 JU0615
 JU0615  VERT ORDER  -  SECOND    CLASS 0
 JU0615
 JU0615.The horizontal coordinates were scaled from a topographic map and have
 JU0615.an estimated accuracy of +/- 6 seconds.
 JU0615
 JU0615.The orthometric height was determined by differential leveling
 JU0615.and adjusted by the National Geodetic Survey in June 1991..
 JU0615
 JU0615.The geoid height was determined by GEOID03.
 JU0615
 JU0615.The dynamic height is computed by dividing the NAVD 88
 JU0615.geopotential number by the normal gravity value computed on the
 JU0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0615.degrees latitude (g = 980.6199 gals.).
 JU0615
 JU0615.The modeled gravity was interpolated from observed gravity values.
 JU0615
 JU0615;                    North         East    Units  Estimated Accuracy
 JU0615;SPC NJ       -    90,080.      118,170.      MT  (+/- 180 meters Scaled)
 JU0615
 JU0615                          SUPERSEDED SURVEY CONTROL
 JU0615
 JU0615  NGVD 29 (??/??/??)   32.949  (m)          108.10   (f) ADJUSTED    2 0
 JU0615
 JU0615.Superseded values are not recommended for survey control.
 JU0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0615.See file dsdata.txt to determine how the superseded data were derived.
 JU0615
 JU0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ110882(NAD 83)
 JU0615_MARKER: Z = SEE DESCRIPTION
 JU0615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0615_SP_SET: MILEPOST BASE
 JU0615_MARK LOGO: CNJRR 
 JU0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0615
 JU0615  HISTORY     - Date     Condition        Report By
 JU0615  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0615  HISTORY     - 1935     GOOD             CGS
 JU0615  HISTORY     - 1936     GOOD             CGS
 JU0615
 JU0615                          STATION DESCRIPTION
 JU0615
 JU0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0615'1.8 MI SW FROM WINSLOW JUNCTION.
 JU0615'1.8 MILES SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0615'THE STATION AT WINSLOW JUNCTION, CAMDEN COUNTY, AT MILEPOST 106,
 JU0615'IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER LINE
 JU0615'OF THE TRACK.  A RAISED LUG.
 JU0615
 JU0615                          STATION RECOVERY (1936)
 JU0615
 JU0615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 JU0615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6091 ***********************************************************************
 KV6091  DESIGNATION -  10633
 KV6091  PID         -  KV6091
 KV6091  STATE/COUNTY-  NJ/HUNTERDON
 KV6091  USGS QUAD   -  FRENCHTOWN (1997)
 KV6091
 KV6091                         *CURRENT SURVEY CONTROL
 KV6091  ___________________________________________________________________
 KV6091* NAD 83(1986)-  40 31 17.     (N)    075 03 08.     (W)     SCALED    
 KV6091* NAVD 88     -        52.732  (meters)     173.00   (feet)  ADJUSTED  
 KV6091  ___________________________________________________________________
 KV6091  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KV6091  DYNAMIC HT  -          52.707 (meters)     172.92  (feet)  COMP
 KV6091  MODELED GRAV-     980,148.5   (mgal)                       NAVD 88
 KV6091
 KV6091  VERT ORDER  -  FIRST     CLASS I
 KV6091
 KV6091.The horizontal coordinates were scaled from a topographic map and have
 KV6091.an estimated accuracy of +/- 6 seconds.
 KV6091
 KV6091.The orthometric height was determined by differential leveling
 KV6091.and adjusted by the National Geodetic Survey in June 1991..
 KV6091
 KV6091.The geoid height was determined by GEOID03.
 KV6091
 KV6091.The dynamic height is computed by dividing the NAVD 88
 KV6091.geopotential number by the normal gravity value computed on the
 KV6091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6091.degrees latitude (g = 980.6199 gals.).
 KV6091
 KV6091.The modeled gravity was interpolated from observed gravity values.
 KV6091
 KV6091;                    North         East    Units  Estimated Accuracy
 KV6091;SPC NJ       -   187,550.      103,210.      MT  (+/- 180 meters Scaled)
 KV6091
 KV6091                          SUPERSEDED SURVEY CONTROL
 KV6091
 KV6091  NGVD 29 (01/10/92)   52.995  (m)          173.87   (f) ADJUSTED    1 1
 KV6091
 KV6091.Superseded values are not recommended for survey control.
 KV6091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6091.See file dsdata.txt to determine how the superseded data were derived.
 KV6091
 KV6091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK955856(NAD 83)
 KV6091_MARKER: DD = SURVEY DISK
 KV6091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6091_SP_SET: CONCRETE POST
 KV6091_STAMPING: 10633  10.633
 KV6091_MARK LOGO: NJGS  
 KV6091_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6091+STABILITY: SURFACE MOTION
 KV6091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6091+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1989
 KV6091
 KV6091  HISTORY     - Date     Condition        Report By
 KV6091  HISTORY     - 1941     MONUMENTED       NJGS
 KV6091  HISTORY     - 19890606 GOOD             NJGS
 KV6091
 KV6091                          STATION DESCRIPTION
 KV6091
 KV6091'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6091'IN THE BOROUGH OF FRENCHTOWN, ABOUT 0.8 KM (0.50 MI) EAST ON STATE
 KV6091'HIGHWAY ROUTE 12 FROM THE ROUTE 12 BRIDGE CROSSING THE NISHISAKAWICK
 KV6091'CREEK, NEAR THE JUNCTION OF STATE ROUTE 12 AND COUNTY ROUTE 513, TO
 KV6091'THE MARK ON THE LEFT, 5.6 M (18.4 FT) SOUTH OF THE CENTERLINE OF ROUTE
 KV6091'29, 0.9 M (3.0 FT) SOUTH OF THE SOUTH EDGE OF THE PAVING OF ROUTE 29,
 KV6091'4.7 M (15.4 FT) NORTH  OF THE NORTHWEST CORNER OF A TWO AND ONE HALF
 KV6091'STORY HOUSE, 17.0 M (55.8 FT) EAST OF POLE NUMBER FTB 72455, 5.6 M
 KV6091'(18.4 FT) NORTHWEST OF A 24 INCH MAPLE TREE, 6.5 M (21.3 FT) EAST
 KV6091'SOUTHEAST OF A DIRT DRIVEWAY, 15.9 M (52.2 FT) NORTHWEST OF THE
 KV6091'NORTHEAST CORNER OF THE SAME HOUSE, 0.4 M (1.3 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4339 ***********************************************************************
 AI4339  DESIGNATION -  1068
 AI4339  PID         -  AI4339
 AI4339  STATE/COUNTY-  NJ/GLOUCESTER
 AI4339  USGS QUAD   -  WOODBURY (1995)
 AI4339
 AI4339                         *CURRENT SURVEY CONTROL
 AI4339  ___________________________________________________________________
 AI4339* NAD 83(1996)-  39 47 33.52679(N)    075 14 01.74228(W)     ADJUSTED  
 AI4339* NAVD 88     -        21.0    (meters)      69.     (feet)  GPS OBS   
 AI4339  ___________________________________________________________________
 AI4339  X           -   1,250,790.589 (meters)                     COMP
 AI4339  Y           -  -4,745,391.373 (meters)                     COMP
 AI4339  Z           -   4,060,314.510 (meters)                     COMP
 AI4339  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AI4339  ELLIP HEIGHT-         -11.97  (meters)          (09/25/02) GPS OBS
 AI4339  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 AI4339
 AI4339  HORZ ORDER  -  FIRST
 AI4339  ELLP ORDER  -  FOURTH    CLASS I
 AI4339
 AI4339.The horizontal coordinates were established by GPS observations
 AI4339.and adjusted by the National Geodetic Survey in March 2000..
 AI4339
 AI4339.The orthometric height was determined by GPS observations and a
 AI4339.high-resolution geoid model.
 AI4339
 AI4339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4339
 AI4339.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4339
 AI4339.The ellipsoidal height was determined by GPS observations
 AI4339.and is referenced to NAD 83.
 AI4339
 AI4339.The geoid height was determined by GEOID03.
 AI4339
 AI4339;                    North         East     Units Scale Factor Converg.
 AI4339;SPC NJ       -   106,751.268    87,153.353   MT  0.99994861   -0 28 10.8
 AI4339;SPC NJ       -   350,233.12    285,935.63   sFT  0.99994861   -0 28 10.8
 AI4339;UTM  18      - 4,404,769.545   479,981.177   MT  0.99960493   -0 08 58.7
 AI4339
 AI4339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4339!SPC NJ       -   1.00000188  x   0.99994861  =   0.99995049
 AI4339!UTM  18      -   1.00000188  x   0.99960493  =   0.99960681
 AI4339
 AI4339                          SUPERSEDED SURVEY CONTROL
 AI4339
 AI4339  ELLIP H (03/31/00)  -11.96   (m)                       GP(       ) 3 1
 AI4339
 AI4339.Superseded values are not recommended for survey control.
 AI4339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4339.See file dsdata.txt to determine how the superseded data were derived.
 AI4339
 AI4339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7998104770(NAD 83)
 AI4339_MARKER: DD = SURVEY DISK
 AI4339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4339_STAMPING: 1068 70.112
 AI4339_MARK LOGO: NJGS  
 AI4339_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4339+STABILITY: SURFACE MOTION
 AI4339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4339+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1999
 AI4339
 AI4339  HISTORY     - Date     Condition        Report By
 AI4339  HISTORY     - 1939     MONUMENTED       NJGS
 AI4339  HISTORY     - 19990701 GOOD             NJGS
 AI4339
 AI4339                          STATION DESCRIPTION
 AI4339
 AI4339'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 AI4339'THE STATION IS LOCATED IN EAST GREENWICH TOWNSHIP ABOUT 4 MI (6.4 KM)
 AI4339'SOUTHWEST FROM THE CITY OF WOODBURY.  TO REACH THE STATION FROM THE
 AI4339'INTERSECTION OF COHAWKIN ROAD, COUNTY ROAD 667 AND INTERSTATE HIGHWAY
 AI4339'295 AT INTERCHANGE 18, GO SOUTH ON COUNTY ROAD 667 FOR 1.7 MI (2.7 KM)
 AI4339'TO THE INTERSECTION WITH KINGS HIGHWAY, COUNTY ROAD 551 IN CLARKSBORO.
 AI4339'TURN RIGHT AND GO SOUTHWEST ON COUNTY ROAD 551 FOR ABOUT 0.7 MI (1.1
 AI4339'KM) TO THE STATION ON THE LEFT, SET ABOUT 0.70 FT (21.34 CM) BELOW THE
 AI4339'GROUND IN THE FRONT LAWN OF HOUSE NUMBER 378, A SINGLE STORY BRICK
 AI4339'DWELLING.  THE STATION IS 51.3 FT (15.6 M) EAST NORTHEAST FROM WOOD
 AI4339'UTILITY POLE NUMBER BT 4 234, 18.7 FT (5.7 M) SOUTH SOUTHEAST FROM THE
 AI4339'CENTERLINE OF COUNTY ROAD 551, 73.8 FT (22.5 M) WEST SOUTHWEST FROM
 AI4339'WOOD UTILITY POLE NUMBER BT 4 233 AND 81.2 FT (24.7 M) NORTHEAST FROM
 AI4339'THE NORTHWEST CORNER OF THE CONCRETE PORTION OF THE FRONT PORCH FOR
 AI4339'HOUSE NUMBER 380.  THE DATUM POINT IS A PUNCH MARK ALONG THE CAST
 AI4339'HORIZONTAL SCRIBE LINE OF THE DISK UNDER THE NUMBER ZERO OF THE
 AI4339'STATION NAME 1068.  THIS PUNCH MARK IS APPROXIMATELY AT THE HIGH POINT
 AI4339'OF THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0616 ***********************************************************************
 JU0616  DESIGNATION -  107 CNJRR
 JU0616  PID         -  JU0616
 JU0616  STATE/COUNTY-  NJ/CAMDEN
 JU0616  USGS QUAD   -  WILLIAMSTOWN (1981)
 JU0616
 JU0616                         *CURRENT SURVEY CONTROL
 JU0616  ___________________________________________________________________
 JU0616* NAD 83(1986)-  39 37 49.     (N)    074 52 39.     (W)     SCALED    
 JU0616* NAVD 88     -        34.631  (meters)     113.62   (feet)  ADJUSTED  
 JU0616  ___________________________________________________________________
 JU0616  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JU0616  DYNAMIC HT  -          34.614 (meters)     113.56  (feet)  COMP
 JU0616  MODELED GRAV-     980,126.3   (mgal)                       NAVD 88
 JU0616
 JU0616  VERT ORDER  -  SECOND    CLASS 0
 JU0616
 JU0616.The horizontal coordinates were scaled from a topographic map and have
 JU0616.an estimated accuracy of +/- 6 seconds.
 JU0616
 JU0616.The orthometric height was determined by differential leveling
 JU0616.and adjusted by the National Geodetic Survey in June 1991..
 JU0616
 JU0616.The geoid height was determined by GEOID03.
 JU0616
 JU0616.The dynamic height is computed by dividing the NAVD 88
 JU0616.geopotential number by the normal gravity value computed on the
 JU0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0616.degrees latitude (g = 980.6199 gals.).
 JU0616
 JU0616.The modeled gravity was interpolated from observed gravity values.
 JU0616
 JU0616;                    North         East    Units  Estimated Accuracy
 JU0616;SPC NJ       -    88,540.      117,590.      MT  (+/- 180 meters Scaled)
 JU0616
 JU0616                          SUPERSEDED SURVEY CONTROL
 JU0616
 JU0616  NGVD 29 (??/??/??)   34.998  (m)          114.82   (f) ADJUSTED    2 0
 JU0616
 JU0616.Superseded values are not recommended for survey control.
 JU0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0616.See file dsdata.txt to determine how the superseded data were derived.
 JU0616
 JU0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ105867(NAD 83)
 JU0616_MARKER: Z = SEE DESCRIPTION
 JU0616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0616_SP_SET: MILEPOST BASE
 JU0616_MARK LOGO: CNJRR 
 JU0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0616
 JU0616  HISTORY     - Date     Condition        Report By
 JU0616  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0616  HISTORY     - 1935     GOOD             CGS
 JU0616  HISTORY     - 1936     GOOD             CGS
 JU0616
 JU0616                          STATION DESCRIPTION
 JU0616
 JU0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0616'2.8 MI SW FROM WINSLOW JUNCTION.
 JU0616'2.8 MILES SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0616'THE STATION AT WINSLOW JUNCTION, CAMDEN COUNTY, AT MILEPOST 107,
 JU0616'IN THE TOP OF THE BASE, AND 10 FEET NORTH OF THE CENTER LINE OF
 JU0616'THE TRACK.  A RAISED LUG.
 JU0616
 JU0616                          STATION RECOVERY (1936)
 JU0616
 JU0616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 JU0616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6518 ***********************************************************************
 KV6518  DESIGNATION -  10743
 KV6518  PID         -  KV6518
 KV6518  STATE/COUNTY-  NJ/SOMERSET
 KV6518  USGS QUAD   -  ROCKY HILL (1970)
 KV6518
 KV6518                         *CURRENT SURVEY CONTROL
 KV6518  ___________________________________________________________________
 KV6518* NAD 83(1996)-  40 29 28.37784(N)    074 38 58.43350(W)     ADJUSTED  
 KV6518* NAVD 88     -        29.5    (meters)      97.     (feet)  VERTCON   
 KV6518  ___________________________________________________________________
 KV6518  X           -   1,285,878.032 (meters)                     COMP
 KV6518  Y           -  -4,684,174.330 (meters)                     COMP
 KV6518  Z           -   4,119,615.605 (meters)                     COMP
 KV6518  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 KV6518  ELLIP HEIGHT-          -3.90  (meters)          (10/23/02) GPS OBS
 KV6518  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KV6518
 KV6518  HORZ ORDER  -  SECOND
 KV6518  ELLP ORDER  -  FOURTH    CLASS I
 KV6518
 KV6518.The horizontal coordinates were established by GPS observations
 KV6518.and adjusted by the National Geodetic Survey in May 1999..
 KV6518
 KV6518.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6518
 KV6518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6518
 KV6518.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6518
 KV6518.The ellipsoidal height was determined by GPS observations
 KV6518.and is referenced to NAD 83.
 KV6518
 KV6518.The geoid height was determined by GEOID03.
 KV6518
 KV6518;                    North         East     Units Scale Factor Converg.
 KV6518;SPC NJ       -   184,064.015   137,321.333   MT  0.99990198   -0 05 49.6
 KV6518;SPC NJ       -   603,883.36    450,528.41   sFT  0.99990198   -0 05 49.6
 KV6518;UTM  18      - 4,482,338.689   529,697.623   MT  0.99961086   +0 13 39.2
 KV6518
 KV6518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6518!SPC NJ       -   1.00000061  x   0.99990198  =   0.99990259
 KV6518!UTM  18      -   1.00000061  x   0.99961086  =   0.99961147
 KV6518
 KV6518|---------------------------------------------------------------------|
 KV6518| PID    Reference Object                     Distance      Geod. Az  |
 KV6518|                                                           dddmmss.s |
 KV6518| KV6584 SC 168                              311.212 METERS 20107     |
 KV6518|---------------------------------------------------------------------|
 KV6518
 KV6518                          SUPERSEDED SURVEY CONTROL
 KV6518
 KV6518  ELLIP H (05/14/99)   -3.89   (m)                       GP(       ) 4 1
 KV6518  NAD 83(1986)-  40 29 28.37729(N)    074 38 58.43530(W) AD(       ) 2
 KV6518  NGVD 29 (10/04/91)   29.8    (m)           98.     (f) GPS OBS        
 KV6518
 KV6518.Superseded values are not recommended for survey control.
 KV6518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6518.See file dsdata.txt to determine how the superseded data were derived.
 KV6518
 KV6518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2969882339(NAD 83)
 KV6518_MARKER: DD = SURVEY DISK
 KV6518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6518_SP_SET: CONCRETE POST
 KV6518_STAMPING: 10743
 KV6518_MARK LOGO: NJGS  
 KV6518_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6518+STABILITY: SURFACE MOTION
 KV6518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6518+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1990
 KV6518
 KV6518  HISTORY     - Date     Condition        Report By
 KV6518  HISTORY     - 1948     MONUMENTED       NJGS
 KV6518  HISTORY     - 19900124 GOOD             NJGS
 KV6518  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 KV6518
 KV6518                          STATION DESCRIPTION
 KV6518
 KV6518'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6518'THE STATION IS LOCATED IN HILLSBOROUGH TOWNSHIP, ON THE EAST SIDE OF
 KV6518'U.S. HIGHWAY 206, OPPOSITE HOUSE NUMBER 876 AND UTILITY POLE 51.  TO
 KV6518'REACH THE STATION FROM THE U.S. HIGHWAY 206 BRIDGE OVER THE CONRAIL,
 KV6518'HIGH SPEED FRIEGHT LINE AT BELLE MEAD, GO 3.0 KM (1.86 MI) NORTH ON
 KV6518'ROUTE 206 TO HOUSE NUMBER 876 ON THE LEFT AND THE STATION ON THE
 KV6518'RIGHT.  IT IS 8.2 M (26.90 FT) NORTHEAST OF THE HIGHWAY CENTER LINE,
 KV6518'11.3 M (37.07 FT) SOUTH FROM A BELL SYSTEMS MANHOLE, 19.8 M
 KV6518'(64.96 FT) SOUTH SOUTHWEST FROM POLE 4039 HBT AND 24.8 M (81.36 FT)
 KV6518'NORTH NORTHEAST FROM THE DRIVEWAY CENTERLINE OF A FRAME HOUSE ON THE
 KV6518'SOUTHEAST SIDE OF THE ROAD.  THE STATION IS FLUSH WITH THE LAWN.
 KV6518
 KV6518                          STATION RECOVERY (1998)
 KV6518
 KV6518'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV6518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0617 ***********************************************************************
 JU0617  DESIGNATION -  108 CNJRR
 JU0617  PID         -  JU0617
 JU0617  STATE/COUNTY-  NJ/CAMDEN
 JU0617  USGS QUAD   -  BUENA (1970)
 JU0617
 JU0617                         *CURRENT SURVEY CONTROL
 JU0617  ___________________________________________________________________
 JU0617* NAD 83(1986)-  39 37 01.     (N)    074 53 03.     (W)     SCALED    
 JU0617* NAVD 88     -        24.832  (meters)      81.47   (feet)  ADJUSTED  
 JU0617  ___________________________________________________________________
 JU0617  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JU0617  DYNAMIC HT  -          24.820 (meters)      81.43  (feet)  COMP
 JU0617  MODELED GRAV-     980,124.6   (mgal)                       NAVD 88
 JU0617
 JU0617  VERT ORDER  -  SECOND    CLASS 0
 JU0617
 JU0617.The horizontal coordinates were scaled from a topographic map and have
 JU0617.an estimated accuracy of +/- 6 seconds.
 JU0617
 JU0617.The orthometric height was determined by differential leveling
 JU0617.and adjusted by the National Geodetic Survey in June 1991..
 JU0617
 JU0617.The geoid height was determined by GEOID03.
 JU0617
 JU0617.The dynamic height is computed by dividing the NAVD 88
 JU0617.geopotential number by the normal gravity value computed on the
 JU0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0617.degrees latitude (g = 980.6199 gals.).
 JU0617
 JU0617.The modeled gravity was interpolated from observed gravity values.
 JU0617
 JU0617;                    North         East    Units  Estimated Accuracy
 JU0617;SPC NJ       -    87,060.      117,020.      MT  (+/- 180 meters Scaled)
 JU0617
 JU0617                          SUPERSEDED SURVEY CONTROL
 JU0617
 JU0617  NGVD 29 (??/??/??)   25.205  (m)           82.69   (f) ADJUSTED    2 0
 JU0617
 JU0617.Superseded values are not recommended for survey control.
 JU0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0617.See file dsdata.txt to determine how the superseded data were derived.
 JU0617
 JU0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ099852(NAD 83)
 JU0617_MARKER: Z = SEE DESCRIPTION
 JU0617_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0617_SP_SET: MILEPOST BASE
 JU0617_MARK LOGO: CNJRR 
 JU0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0617
 JU0617  HISTORY     - Date     Condition        Report By
 JU0617  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0617  HISTORY     - 1935     GOOD             CGS
 JU0617  HISTORY     - 1936     GOOD             CGS
 JU0617
 JU0617                          STATION DESCRIPTION
 JU0617
 JU0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0617'3.8 MI SW FROM WINSLOW JUNCTION.
 JU0617'3.8 MILES SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0617'THE STATION AT WINSLOW JUNCTION, CAMDEN COUNTY, AT MILEPOST 108,
 JU0617'IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER LINE
 JU0617'OF THE TRACK.  A RAISED LUG.
 JU0617
 JU0617                          STATION RECOVERY (1936)
 JU0617
 JU0617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 JU0617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4225 ***********************************************************************
 JU4225  DESIGNATION -  10844
 JU4225  PID         -  JU4225
 JU4225  STATE/COUNTY-  NJ/ATLANTIC
 JU4225  USGS QUAD   -  MAYS LANDING (1989)
 JU4225
 JU4225                         *CURRENT SURVEY CONTROL
 JU4225  ___________________________________________________________________
 JU4225* NAD 83(1986)-  39 28 18.     (N)    074 43 02.     (W)     SCALED    
 JU4225* NAVD 88     -         6.635  (meters)      21.77   (feet)  ADJUSTED  
 JU4225  ___________________________________________________________________
 JU4225  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JU4225  DYNAMIC HT  -           6.631 (meters)      21.76  (feet)  COMP
 JU4225  MODELED GRAV-     980,123.1   (mgal)                       NAVD 88
 JU4225
 JU4225  VERT ORDER  -  FIRST     CLASS II
 JU4225
 JU4225.The horizontal coordinates were scaled from a topographic map and have
 JU4225.an estimated accuracy of +/- 6 seconds.
 JU4225
 JU4225.The orthometric height was determined by differential leveling
 JU4225.and adjusted by the National Geodetic Survey in January 1994..
 JU4225
 JU4225.The geoid height was determined by GEOID03.
 JU4225
 JU4225.The dynamic height is computed by dividing the NAVD 88
 JU4225.geopotential number by the normal gravity value computed on the
 JU4225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4225.degrees latitude (g = 980.6199 gals.).
 JU4225
 JU4225.The modeled gravity was interpolated from observed gravity values.
 JU4225
 JU4225;                    North         East    Units  Estimated Accuracy
 JU4225;SPC NJ       -    70,880.      131,310.      MT  (+/- 180 meters Scaled)
 JU4225
 JU4225                          SUPERSEDED SURVEY CONTROL
 JU4225
 JU4225  NGVD 29 (01/10/92)    7.018  (m)           23.02   (f) ADJUSTED    1 2
 JU4225
 JU4225.Superseded values are not recommended for survey control.
 JU4225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4225.See file dsdata.txt to determine how the superseded data were derived.
 JU4225
 JU4225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ243691(NAD 83)
 JU4225_MARKER: DD = SURVEY DISK
 JU4225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4225_SP_SET: CONCRETE POST
 JU4225_STAMPING: 10844
 JU4225_MARK LOGO: NJGS  
 JU4225_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4225+STABILITY: SURFACE MOTION
 JU4225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4225+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1990
 JU4225
 JU4225  HISTORY     - Date     Condition        Report By
 JU4225  HISTORY     - UNK      MONUMENTED       NJGS
 JU4225  HISTORY     - 19900718 GOOD             NJGS
 JU4225
 JU4225                          STATION DESCRIPTION
 JU4225
 JU4225'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 JU4225'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, 0.72 KM (0.45 MI) SOUTH
 JU4225'SOUTHWEST ON STATE ROUTE 50 FROM ITS JUNCTION WITH U.S. HIGHWAY 322
 JU4225'TO THE STATION ON THE RIGHT.  THE STATION IS SET ON THE OUTSIDE OF A
 JU4225'CONCAVE CURVE OF ROUTE 50 TO THE SOUTHEAST, 4.8 M (15.7 FT) EAST OF
 JU4225'GUY ANCHOR TO POLE NUMBER P4361, 5.15 M (16.90 FT) NORTH OF POLE
 JU4225'NUMBER P4361, 14.4 M (47.2 FT) NORTH OF THE SOUTHEAST POST FOR A
 JU4225'WELCOME TO MAYS LANDING CHAMBER OF COMMERCE SIGN, 1.5 M (4.9 FT) WEST
 JU4225'OF THE WEST LEG TO A SAINT VINCENT DE PAUL CHURCH SIGN, 17.2 M
 JU4225'(56.4 FT) NORTHWEST OF THE CENTERLINE OF ROUTE 50, 28.8 M (94.5 FT)
 JU4225'SOUTHWEST OF POLE NUMBER ACE 4362 AND ABOUT 0.1 M (0.3 FT) BELOW THE
 JU4225'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4224 ***********************************************************************
 JU4224  DESIGNATION -  10845
 JU4224  PID         -  JU4224
 JU4224  STATE/COUNTY-  NJ/ATLANTIC
 JU4224  USGS QUAD   -  MAYS LANDING (1989)
 JU4224
 JU4224                         *CURRENT SURVEY CONTROL
 JU4224  ___________________________________________________________________
 JU4224* NAD 83(1986)-  39 28 01.     (N)    074 43 11.     (W)     SCALED    
 JU4224* NAVD 88     -         6.973  (meters)      22.88   (feet)  ADJUSTED  
 JU4224  ___________________________________________________________________
 JU4224  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JU4224  DYNAMIC HT  -           6.970 (meters)      22.87  (feet)  COMP
 JU4224  MODELED GRAV-     980,122.8   (mgal)                       NAVD 88
 JU4224
 JU4224  VERT ORDER  -  FIRST     CLASS II
 JU4224
 JU4224.The horizontal coordinates were scaled from a topographic map and have
 JU4224.an estimated accuracy of +/- 6 seconds.
 JU4224
 JU4224.The orthometric height was determined by differential leveling
 JU4224.and adjusted by the National Geodetic Survey in January 1994..
 JU4224
 JU4224.The geoid height was determined by GEOID03.
 JU4224
 JU4224.The dynamic height is computed by dividing the NAVD 88
 JU4224.geopotential number by the normal gravity value computed on the
 JU4224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4224.degrees latitude (g = 980.6199 gals.).
 JU4224
 JU4224.The modeled gravity was interpolated from observed gravity values.
 JU4224
 JU4224;                    North         East    Units  Estimated Accuracy
 JU4224;SPC NJ       -    70,360.      131,090.      MT  (+/- 180 meters Scaled)
 JU4224
 JU4224                          SUPERSEDED SURVEY CONTROL
 JU4224
 JU4224  NGVD 29 (01/10/92)    7.356  (m)           24.13   (f) ADJUSTED    1 2
 JU4224
 JU4224.Superseded values are not recommended for survey control.
 JU4224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4224.See file dsdata.txt to determine how the superseded data were derived.
 JU4224
 JU4224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ241686(NAD 83)
 JU4224_MARKER: DD = SURVEY DISK
 JU4224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4224_SP_SET: CONCRETE POST
 JU4224_STAMPING: 10845
 JU4224_MARK LOGO: NJGS  
 JU4224_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4224+STABILITY: SURFACE MOTION
 JU4224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4224+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1990
 JU4224
 JU4224  HISTORY     - Date     Condition        Report By
 JU4224  HISTORY     - UNK      MONUMENTED       NJGS
 JU4224  HISTORY     - 19900718 GOOD             NJGS
 JU4224
 JU4224                          STATION DESCRIPTION
 JU4224
 JU4224'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 JU4224'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, 1.28 KM (0.80 MI) SOUTH
 JU4224'SOUTHWEST ON STATE ROUTE 50 FROM ITS JUNCTION WITH U.S. HIGHWAY 322,
 JU4224'ALSO 1.84 KM (1.14 MI) NORTH NORTHEAST ON ROUTE 50 FROM ITS JUNCTION
 JU4224'WITH U.S. HIGHWAY 40 IN MAYS LANDING TO THE STATION ON THE LEFT, 15.0
 JU4224'M (49.2 FT) SOUTHWEST OF POLE NUMBER P4346, 9.7 M (31.8 FT) WEST OF
 JU4224'THE CENTERLINE OF ROUTE 50, 20.4 M (66.9 FT) NORTH OF POLE NUMBER
 JU4224'P4346, 33.9 M (111.2 FT) NORTH NORTHEAST OF THE CENTERLINE OF A
 JU4224'CONCRETE DRIVEWAY FOR A 1.5 STORY FRAME HOUSE WITH NO NUMBER AND
 JU4224'ABOUT 0.05 M (0.16 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4208 ***********************************************************************
 JU4208  DESIGNATION -  10847
 JU4208  PID         -  JU4208
 JU4208  STATE/COUNTY-  NJ/ATLANTIC
 JU4208  USGS QUAD   -  MAYS LANDING (1989)
 JU4208
 JU4208                         *CURRENT SURVEY CONTROL
 JU4208  ___________________________________________________________________
 JU4208* NAD 83(1986)-  39 27 36.     (N)    074 43 23.     (W)     SCALED    
 JU4208* NAVD 88     -         5.717  (meters)      18.76   (feet)  ADJUSTED  
 JU4208  ___________________________________________________________________
 JU4208  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JU4208  DYNAMIC HT  -           5.714 (meters)      18.75  (feet)  COMP
 JU4208  MODELED GRAV-     980,122.3   (mgal)                       NAVD 88
 JU4208
 JU4208  VERT ORDER  -  FIRST     CLASS II
 JU4208
 JU4208.The horizontal coordinates were scaled from a topographic map and have
 JU4208.an estimated accuracy of +/- 6 seconds.
 JU4208
 JU4208.The orthometric height was determined by differential leveling
 JU4208.and adjusted by the National Geodetic Survey in January 1994..
 JU4208
 JU4208.The geoid height was determined by GEOID03.
 JU4208
 JU4208.The dynamic height is computed by dividing the NAVD 88
 JU4208.geopotential number by the normal gravity value computed on the
 JU4208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4208.degrees latitude (g = 980.6199 gals.).
 JU4208
 JU4208.The modeled gravity was interpolated from observed gravity values.
 JU4208
 JU4208;                    North         East    Units  Estimated Accuracy
 JU4208;SPC NJ       -    69,590.      130,810.      MT  (+/- 180 meters Scaled)
 JU4208
 JU4208                          SUPERSEDED SURVEY CONTROL
 JU4208
 JU4208  NGVD 29 (01/10/92)    6.100  (m)           20.01   (f) ADJUSTED    1 2
 JU4208
 JU4208.Superseded values are not recommended for survey control.
 JU4208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4208.See file dsdata.txt to determine how the superseded data were derived.
 JU4208
 JU4208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ238678(NAD 83)
 JU4208_MARKER: DD = SURVEY DISK
 JU4208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4208_SP_SET: CONCRETE POST
 JU4208_STAMPING: 10847
 JU4208_MARK LOGO: NJGS  
 JU4208_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4208+STABILITY: SURFACE MOTION
 JU4208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4208+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1990
 JU4208
 JU4208  HISTORY     - Date     Condition        Report By
 JU4208  HISTORY     - 1953     MONUMENTED       NJGS
 JU4208  HISTORY     - 19900713 GOOD             NJGS
 JU4208
 JU4208                          STATION DESCRIPTION
 JU4208
 JU4208'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 JU4208'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, AT THE NORTH END OF THE
 JU4208'TOWN OF MAYS LANDING, TO REACH THE STATION FROM THE JUNCTION OF STATE
 JU4208'ROUTE 50 AND U.S. HIGHWAY 40 IN MAYS LANDING GO 1.04 KM (0.65 MI)
 JU4208'NORTH ON ROUTE 50 TO THE STATION ON THE RIGHT.  THE STATION IS SET IN
 JU4208'THE GRAVEL DRIVEWAY OF THE EVANGEL ASSEMBLY OF GOD CHURCH, AT THE
 JU4208'NORTHEAST QUADRANT OF THE JUNCTION OF ROUTE 50 AND ELEVENTH STREET,
 JU4208'4.7 M (15.4 FT) NORTH OF THE CENTERLINE OF ELEVENTH STREET, 9.6 M
 JU4208'(31.5 FT) EAST OF THE CENTERLINE OF ROUTE 50, 7.3 M (24.0 FT)
 JU4208'SOUTHEAST OF THE CENTER OF THE CURB PIECE OF A TYPE B INLET, 23.7 M
 JU4208'(77.8 FT) WEST OF THE SOUTHWEST CORNER OF THE CHURCH BUILDING, 31.6 M
 JU4208'(103.7 FT) WEST OF THE SOUTHEAST CORNER OF THE SAME BUILDING, 5.9 M
 JU4208'(19.4 FT) SOUTH OF POLE NUMBER 322, 24.3 M (79.7 FT) NORTH OF THE
 JU4208'NORTHWEST CORNER OF HOUSE NUMBER 1010, AND ABOUT 0.3 M (1.0 FT) BELOW
 JU4208'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6679 ***********************************************************************
 AB6679  DESIGNATION -  1088
 AB6679  PID         -  AB6679
 AB6679  STATE/COUNTY-  NJ/ATLANTIC
 AB6679  USGS QUAD   -  HAMMONTON (1981)
 AB6679
 AB6679                         *CURRENT SURVEY CONTROL
 AB6679  ___________________________________________________________________
 AB6679* NAD 83(1986)-  39 38 43.     (N)    074 47 31.     (W)     SCALED    
 AB6679* NAVD 88     -        27.527  (meters)      90.31   (feet)  ADJUSTED  
 AB6679  ___________________________________________________________________
 AB6679  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 AB6679  DYNAMIC HT  -          27.514 (meters)      90.27  (feet)  COMP
 AB6679  MODELED GRAV-     980,134.9   (mgal)                       NAVD 88
 AB6679
 AB6679  VERT ORDER  -  FIRST     CLASS II
 AB6679
 AB6679.The horizontal coordinates were scaled from a topographic map and have
 AB6679.an estimated accuracy of +/- 6 seconds.
 AB6679
 AB6679.The orthometric height was determined by differential leveling
 AB6679.and adjusted by the National Geodetic Survey in September 1996..
 AB6679
 AB6679.The geoid height was determined by GEOID03.
 AB6679
 AB6679.The dynamic height is computed by dividing the NAVD 88
 AB6679.geopotential number by the normal gravity value computed on the
 AB6679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6679.degrees latitude (g = 980.6199 gals.).
 AB6679
 AB6679.The modeled gravity was interpolated from observed gravity values.
 AB6679
 AB6679;                    North         East    Units  Estimated Accuracy
 AB6679;SPC NJ       -    90,170.      124,940.      MT  (+/- 180 meters Scaled)
 AB6679
 AB6679                          SUPERSEDED SURVEY CONTROL
 AB6679
 AB6679.No superseded survey control is available for this station.
 AB6679
 AB6679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ178884(NAD 83)
 AB6679_MARKER: DD = SURVEY DISK
 AB6679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6679_STAMPING: 1088
 AB6679_MARK LOGO: NJGS  
 AB6679_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6679+STABILITY: SURFACE MOTION
 AB6679_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6679+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1995
 AB6679
 AB6679  HISTORY     - Date     Condition        Report By
 AB6679  HISTORY     - 1954     MONUMENTED       NJGS
 AB6679  HISTORY     - 19950317 GOOD             NJGS
 AB6679
 AB6679                          STATION DESCRIPTION
 AB6679
 AB6679'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 AB6679'THE STATION IS LOCATED IN THE CITY OF HAMMONTON ON THE NORTH SIDE OF
 AB6679'BELLEVUE AVENUE, ALSO KNOW AS STATE HIGHWAY 54.  TO REACH THE STATION
 AB6679'FROM THE INTERSECTION OF U.S.  HIGHWAYS 30, 206 AND STATE HIGHWAY 54,
 AB6679'GO SOUTHWEST ON STATE HIGHWAY 54 FOR 0.25 MI (0.40 KM) TO THE STATION
 AB6679'ON THE RIGHT, SET FLUSH WITH THE GROUND IN FRONT OF HOUSE NUMBER 733,
 AB6679'A TWO AND ONE HALF STORY FRAME DWELLING.  THE STATION IS 54.2 FT (16.5
 AB6679'M) SOUTH SOUTHEAST FROM THE SOUTHWEST CORNER OF THE HOUSE, 49.6 FT
 AB6679'(15.1 M) WEST SOUTHWEST FROM POLE NUMBER BT 34 HD H 11192, 10.7 FT
 AB6679'(3.3 M) NORTHWEST FROM A TRAFFIC SIGN FOR SOUTH STATE HIGHWAY 54, 91
 AB6679'FT (27.7 M) NORTHEAST FROM THE EXTENDED CENTERLINE OF MARYLYN AVENUE,
 AB6679'1.6 FT (0.5 M) NORTHWEST FROM THE NORTHWEST EDGE OF THE SIDEWALK AND
 AB6679'29.8 FT (9.1 M) NORTHWEST FROM THE CENTERLINE OF STATE HIGHWAY 54.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0619 ***********************************************************************
 JU0619  DESIGNATION -  109 CNJRR
 JU0619  PID         -  JU0619
 JU0619  STATE/COUNTY-  NJ/ATLANTIC
 JU0619  USGS QUAD   -  BUENA (1970)
 JU0619
 JU0619                         *CURRENT SURVEY CONTROL
 JU0619  ___________________________________________________________________
 JU0619* NAD 83(1986)-  39 36 12.     (N)    074 53 28.     (W)     SCALED    
 JU0619* NAVD 88     -        22.614  (meters)      74.19   (feet)  ADJUSTED  
 JU0619  ___________________________________________________________________
 JU0619  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JU0619  DYNAMIC HT  -          22.603 (meters)      74.16  (feet)  COMP
 JU0619  MODELED GRAV-     980,122.7   (mgal)                       NAVD 88
 JU0619
 JU0619  VERT ORDER  -  SECOND    CLASS 0
 JU0619
 JU0619.The horizontal coordinates were scaled from a topographic map and have
 JU0619.an estimated accuracy of +/- 6 seconds.
 JU0619
 JU0619.The orthometric height was determined by differential leveling
 JU0619.and adjusted by the National Geodetic Survey in June 1991..
 JU0619
 JU0619.The geoid height was determined by GEOID03.
 JU0619
 JU0619.The dynamic height is computed by dividing the NAVD 88
 JU0619.geopotential number by the normal gravity value computed on the
 JU0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0619.degrees latitude (g = 980.6199 gals.).
 JU0619
 JU0619.The modeled gravity was interpolated from observed gravity values.
 JU0619
 JU0619;                    North         East    Units  Estimated Accuracy
 JU0619;SPC NJ       -    85,550.      116,410.      MT  (+/- 180 meters Scaled)
 JU0619
 JU0619                          SUPERSEDED SURVEY CONTROL
 JU0619
 JU0619  NGVD 29 (??/??/??)   22.988  (m)           75.42   (f) ADJUSTED    2 0
 JU0619
 JU0619.Superseded values are not recommended for survey control.
 JU0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0619.See file dsdata.txt to determine how the superseded data were derived.
 JU0619
 JU0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ093837(NAD 83)
 JU0619_MARKER: Z = SEE DESCRIPTION
 JU0619_SETTING: 0 = UNSPECIFIED SETTING
 JU0619_MARK LOGO: CNJRR 
 JU0619_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0619+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1992
 JU0619
 JU0619  HISTORY     - Date     Condition        Report By
 JU0619  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0619  HISTORY     - 1935     GOOD             CGS
 JU0619  HISTORY     - 1943     GOOD             CGS
 JU0619  HISTORY     - 19921201 SEE DESCRIPTION  NJGS
 JU0619
 JU0619                          STATION DESCRIPTION
 JU0619
 JU0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0619'4.8 MI SW FROM WINSLOW JUNCTION.
 JU0619'IN ATLANTIC COUNTY, ABOUT 4.8 MILES SOUTHWEST ALONG THE CENTRAL
 JU0619'RAILROAD OF NEW JERSEY FROM THE STATION AT WINSLOW JUNCTION,
 JU0619'CAMDEN COUNTY, AT MILEPOST 109, IN THE TOP OF THE BASE, AND 10
 JU0619'FEET NORTHWEST OF THE CENTER LINE OF THE TRACK.  A RAISED LUG.
 JU0619
 JU0619                          STATION RECOVERY (1943)
 JU0619
 JU0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 JU0619'RECOVERED IN GOOD CONDITION.
 JU0619
 JU0619                          STATION RECOVERY (1992)
 JU0619
 JU0619'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 JU0619'THE STATION WAS DESCRIBED AS A RAISED LUG ON THE CONCRETE BASE OF
 JU0619'MILEPOST 109 OF THE CENTRAL RAILROAD OF NJ.  NEITHER THE MILEPOST NOR
 JU0619'THE CONCRETE BASE WERE FOUND AND CAN BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1117 ***********************************************************************
 KV1117  DESIGNATION -  11
 KV1117  PID         -  KV1117
 KV1117  STATE/COUNTY-  NJ/HUNTERDON
 KV1117  USGS QUAD   -  STOCKTON (1981)
 KV1117
 KV1117                         *CURRENT SURVEY CONTROL
 KV1117  ___________________________________________________________________
 KV1117* NAD 83(1986)-  40 24 32.     (N)    074 59 11.     (W)     SCALED    
 KV1117* NAVD 88     -        25.206  (meters)      82.70   (feet)  ADJUSTED  
 KV1117  ___________________________________________________________________
 KV1117  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KV1117  DYNAMIC HT  -          25.193 (meters)      82.65  (feet)  COMP
 KV1117  MODELED GRAV-     980,144.6   (mgal)                       NAVD 88
 KV1117
 KV1117  VERT ORDER  -  FIRST     CLASS I
 KV1117
 KV1117.The horizontal coordinates were scaled from a topographic map and have
 KV1117.an estimated accuracy of +/- 6 seconds.
 KV1117
 KV1117.The orthometric height was determined by differential leveling
 KV1117.and adjusted by the National Geodetic Survey in June 1991..
 KV1117
 KV1117.The geoid height was determined by GEOID03.
 KV1117
 KV1117.The dynamic height is computed by dividing the NAVD 88
 KV1117.geopotential number by the normal gravity value computed on the
 KV1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1117.degrees latitude (g = 980.6199 gals.).
 KV1117
 KV1117.The modeled gravity was interpolated from observed gravity values.
 KV1117
 KV1117;                    North         East    Units  Estimated Accuracy
 KV1117;SPC NJ       -   175,030.      108,720.      MT  (+/- 180 meters Scaled)
 KV1117
 KV1117                          SUPERSEDED SURVEY CONTROL
 KV1117
 KV1117  NGVD 29 (01/10/92)   25.478  (m)           83.59   (f) ADJUSTED    1 1
 KV1117
 KV1117.Superseded values are not recommended for survey control.
 KV1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1117.See file dsdata.txt to determine how the superseded data were derived.
 KV1117
 KV1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK011731(NAD 83)
 KV1117_MARKER: B = BOLT
 KV1117_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1117_SP_SET: ABUTMENT
 KV1117_MARK LOGO: NONE  
 KV1117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1117+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1989
 KV1117
 KV1117  HISTORY     - Date     Condition        Report By
 KV1117  HISTORY     - 1935     MONUMENTED       PRR
 KV1117  HISTORY     - 1956     GOOD             CGS
 KV1117  HISTORY     - 1972     GOOD             NJGS
 KV1117  HISTORY     - 19890115 GOOD             NJGS
 KV1117
 KV1117                          STATION DESCRIPTION
 KV1117
 KV1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1117'0.5 MI NW FROM STOCKTON.
 KV1117'0.5 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV1117'STATION AT STOCKTON, ON TOP OF THE NORTHEAST END OF THE
 KV1117'SOUTHEAST CONCRETE ABURMENT OF A LARGE BRIDGE OVER A FEEDER
 KV1117'CANAL, 1 1/4 RAIL NORTHWEST OF MILEPOST NO. 20-48, 6.7 FEET
 KV1117'NORTHEAST OF THE NORTHEAST RAIL AND 2 FEET BELOW THE LEVEL OF
 KV1117'THE TRACK.  NOTE-- THE LETTERING BM AND NUMBERS 11 IS CHISELED
 KV1117'IN THE ABUTMENT 0.3 FOOT NORTHEAST OF THE BOLT.
 KV1117
 KV1117                          STATION RECOVERY (1972)
 KV1117
 KV1117'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1972
 KV1117'RECOVERED IN GOOD CONDITION.
 KV1117
 KV1117                          STATION RECOVERY (1989)
 KV1117
 KV1117'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV1117'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1117'0.8 KM (0.50 MI) NORTHWEST ALONG STATE ROUTE 29 FROM THE JUNCTION WITH
 KV1117'BRIDGE STREET AT STOCKTON, ON TOP OF THE SOUTHEAST END OF THE EAST
 KV1117'ABUTMENT OF A BRIDGE OVER THE WICKECHEOKE CREEK AT THE PRALLSVILLE
 KV1117'MILLS HISTORIC DISTRICT COMPLEX. 3.6 M (11.8 FT) NORTHWEST OF GATE N12
 KV1117'OF THE DELAWARE AND RARITAN CANAL STATE PARK, 0.6 M (2.0 FT) NORTHEAST
 KV1117'OF THE SOUTHWEST CORNER OF THE CONCRETE EDGE OF THE WALKWAY OF THE
 KV1117'BRIDGE OVER THE CREEK. A BOLT SET IN A SQUARE CUT ON THE SLOPING TOP
 KV1117'OF THE ABUTMENT. BM 11 IS CHISELED IN THE ABUTMENT 0.09 M (0.3 FT)
 KV1117'NORTHEAST OF THE BOLT, MARK IS ALSO 2 FEET NORTHEAST OF A WITNESS
 KV1117'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6041 ***********************************************************************
 KV6041  DESIGNATION -  11 A 1
 KV6041  PID         -  KV6041
 KV6041  STATE/COUNTY-  NJ/MERCER
 KV6041  USGS QUAD   -  PENNINGTON (1995)
 KV6041
 KV6041                         *CURRENT SURVEY CONTROL
 KV6041  ___________________________________________________________________
 KV6041* NAD 83(1996)-  40 15 01.23512(N)    074 48 38.27629(W)     ADJUSTED  
 KV6041* NAVD 88     -        28.434  (meters)      93.29   (feet)  ADJUSTED  
 KV6041  ___________________________________________________________________
 KV6041  X           -   1,277,244.098 (meters)                     COMP
 KV6041  Y           -  -4,704,489.470 (meters)                     COMP
 KV6041  Z           -   4,099,237.313 (meters)                     COMP
 KV6041  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 KV6041  ELLIP HEIGHT-          -4.90  (meters)          (10/23/02) GPS OBS
 KV6041  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KV6041  DYNAMIC HT  -          28.421 (meters)      93.24  (feet)  COMP
 KV6041  MODELED GRAV-     980,165.5   (mgal)                       NAVD 88
 KV6041
 KV6041  HORZ ORDER  -  FIRST
 KV6041  VERT ORDER  -  FIRST     CLASS I
 KV6041  ELLP ORDER  -  FOURTH    CLASS I
 KV6041
 KV6041.The horizontal coordinates were established by GPS observations
 KV6041.and adjusted by the National Geodetic Survey in May 1999..
 KV6041
 KV6041.The orthometric height was determined by differential leveling
 KV6041.and adjusted by the National Geodetic Survey in June 1991..
 KV6041
 KV6041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6041
 KV6041.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6041
 KV6041.The ellipsoidal height was determined by GPS observations
 KV6041.and is referenced to NAD 83.
 KV6041
 KV6041.The geoid height was determined by GEOID03.
 KV6041
 KV6041.The dynamic height is computed by dividing the NAVD 88
 KV6041.geopotential number by the normal gravity value computed on the
 KV6041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6041.degrees latitude (g = 980.6199 gals.).
 KV6041
 KV6041.The modeled gravity was interpolated from observed gravity values.
 KV6041
 KV6041;                    North         East     Units Scale Factor Converg.
 KV6041;SPC NJ       -   157,355.270   123,573.654   MT  0.99990859   -0 12 02.6
 KV6041;SPC NJ       -   516,256.41    405,424.56   sFT  0.99990859   -0 12 02.6
 KV6041;SPC PA S     -   105,981.216   850,030.135   MT  0.99996558   +1 54 25.3
 KV6041;SPC PA S     -   347,706.71  2,788,807.20   sFT  0.99996558   +1 54 25.3
 KV6041;UTM  18      - 4,455,560.652   516,105.190   MT  0.99960319   +0 07 20.5
 KV6041
 KV6041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6041!SPC NJ       -   1.00000077  x   0.99990859  =   0.99990936
 KV6041!SPC PA S     -   1.00000077  x   0.99996558  =   0.99996635
 KV6041!UTM  18      -   1.00000077  x   0.99960319  =   0.99960396
 KV6041
 KV6041                          SUPERSEDED SURVEY CONTROL
 KV6041
 KV6041  ELLIP H (05/14/99)   -4.88   (m)                       GP(       ) 4 1
 KV6041  NAD 83(1986)-  40 15 01.23392(N)    074 48 38.27874(W) AD(       ) 1
 KV6041  NGVD 29 (01/10/92)   28.740  (m)           94.29   (f) ADJUSTED    1 1
 KV6041
 KV6041.Superseded values are not recommended for survey control.
 KV6041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6041.See file dsdata.txt to determine how the superseded data were derived.
 KV6041
 KV6041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1610555561(NAD 83)
 KV6041_MARKER: DD = SURVEY DISK
 KV6041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6041_SP_SET: CONCRETE POST
 KV6041_STAMPING: 11 A 1 1988
 KV6041_MARK LOGO: NJGS  
 KV6041_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6041+STABILITY: SURFACE MOTION
 KV6041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6041+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2001
 KV6041
 KV6041  HISTORY     - Date     Condition        Report By
 KV6041  HISTORY     - 1988     MONUMENTED       NJGS
 KV6041  HISTORY     - 19900523 GOOD             NJGS
 KV6041  HISTORY     - 19960229 GOOD             NJGS
 KV6041  HISTORY     - 20011205 GOOD             NJGS
 KV6041
 KV6041                          STATION DESCRIPTION
 KV6041
 KV6041'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6041'0.15 KM (0.10 MI) EAST ALONG LOWER FERRY ROAD FROM ITS INTERSECTION
 KV6041'WITH SULLIVAN WAY, THENCE NORTH ACROSS THE SOCCER FIELDS OF THE
 KV6041'KASABACH SCHOOL FOR THE DEAF TO THE SOUTHWEST CORNER OF THE PARKING
 KV6041'LOT, 22.9 M (75.1 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 KV6041'ASPHALT PARKING LOT, 16.5 M (54.1 FT) SOUTH OF THE METAL FENCE
 KV6041'PROTECTING THE BENCHES, 13.2 M (43.3 FT) NORTHWEST OF THE NORTHWEST
 KV6041'GOALPOST SUPPORT, 11.7 M (38.4 FT) SOUTH OF THE SOUTHEAST CORNER OF A
 KV6041'CONCRETE SLAB SUPPORTING THE BENCHES, SET ABOUT 0.05 M (0.2 FT) BELOW
 KV6041'THE GROUND.
 KV6041
 KV6041                          STATION RECOVERY (1990)
 KV6041
 KV6041'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6041'RECOVERED IN GOOD CONDITION.
 KV6041
 KV6041                          STATION RECOVERY (1996)
 KV6041
 KV6041'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 KV6041'RECOVERED AS DESCRIBED.
 KV6041
 KV6041                          STATION RECOVERY (2001)
 KV6041
 KV6041'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV6041'RECOVERED WITH THE FOLLOWING ADDITION.  THE STATION IS 29.3 M SOUTH
 KV6041'SOUTHWEST FROM THE STEEL POLE OF A BASKETBALL BACKBOARD WHICH FACES
 KV6041'THE ASPHALT PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6039 ***********************************************************************
 KV6039  DESIGNATION -  11 A 1 AZ MK
 KV6039  PID         -  KV6039
 KV6039  STATE/COUNTY-  NJ/MERCER
 KV6039  USGS QUAD   -  TRENTON WEST (1995)
 KV6039
 KV6039                         *CURRENT SURVEY CONTROL
 KV6039  ___________________________________________________________________
 KV6039* NAD 83(1986)-  40 14 50.     (N)    074 48 54.     (W)     SCALED    
 KV6039* NAVD 88     -        25.765  (meters)      84.53   (feet)  ADJUSTED  
 KV6039  ___________________________________________________________________
 KV6039  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KV6039  DYNAMIC HT  -          25.753 (meters)      84.49  (feet)  COMP
 KV6039  MODELED GRAV-     980,165.5   (mgal)                       NAVD 88
 KV6039
 KV6039  VERT ORDER  -  FIRST     CLASS I
 KV6039
 KV6039.The horizontal coordinates were scaled from a topographic map and have
 KV6039.an estimated accuracy of +/- 6 seconds.
 KV6039
 KV6039.The orthometric height was determined by differential leveling
 KV6039.and adjusted by the National Geodetic Survey in June 1991..
 KV6039
 KV6039.The geoid height was determined by GEOID03.
 KV6039
 KV6039.The dynamic height is computed by dividing the NAVD 88
 KV6039.geopotential number by the normal gravity value computed on the
 KV6039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6039.degrees latitude (g = 980.6199 gals.).
 KV6039
 KV6039.The modeled gravity was interpolated from observed gravity values.
 KV6039
 KV6039;                    North         East    Units  Estimated Accuracy
 KV6039;SPC NJ       -   157,010.      123,200.      MT  (+/- 180 meters Scaled)
 KV6039
 KV6039                          SUPERSEDED SURVEY CONTROL
 KV6039
 KV6039  NGVD 29 (01/10/92)   26.070  (m)           85.53   (f) ADJUSTED    1 1
 KV6039
 KV6039.Superseded values are not recommended for survey control.
 KV6039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6039.See file dsdata.txt to determine how the superseded data were derived.
 KV6039
 KV6039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK157552(NAD 83)
 KV6039_MARKER: DZ = AZIMUTH MARK DISK
 KV6039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6039_SP_SET: CONCRETE POST
 KV6039_STAMPING: 11 A 1 AZIMUTH MARK
 KV6039_MARK LOGO: NJGS  
 KV6039_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6039+STABILITY: SURFACE MOTION
 KV6039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6039+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KV6039
 KV6039  HISTORY     - Date     Condition        Report By
 KV6039  HISTORY     - 1988     MONUMENTED       NJGS
 KV6039
 KV6039                          STATION DESCRIPTION
 KV6039
 KV6039'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6039'2.1 KM (1.30 MI) SOUTHEAST ALONG LOWER FERRY ROAD FROM ITS
 KV6039'INTERSECTION WITH PARKWAY AVENUE, SAID INTERSECTION BEING NORTHWEST OF
 KV6039'THE NEW JERSEY DEPARTMENT OF TRANSPORTATION COMPLEX, TO THE STATION ON
 KV6039'THE RIGHT, 4.7 M (15.4 FT) NORTH OF THE CENTERLINE OF LOWER FERRY
 KV6039'ROAD, 198.3 M (650.6 FT) WEST OF THE CENTERLINE OF SULLIVAN WAY,
 KV6039'COUNTY ROUTE 579, 43.2 M (141.7 FT) NORTHWEST OF A PK NAIL IN POLE
 KV6039'NUMBER E66841EW, 62.27 M (204.3 FT) NORTHEAST OF A PK NAIL IN POLE
 KV6039'NUMBER E66839EW, 12,9 M NORTHEAST OF A PK NAIL IN POLE NUMBER
 KV6039'E66840EW, 132.9 M (436.0 FT) SOUTHWEST OF AN INLET ON THE NORTH SIDE
 KV6039'OF LOWER FERRY ROAD, 58.3 M (191.3 FT) NORTHWEST OF A TEE OFF AREA FOR
 KV6039'HOLE NUMBER 12 ON THE TRENTON COUNTRY CLUB GOLF COURSE, 0.85 M
 KV6039'(2.8 FT) NORTH OF THE NORTH EDGE OF PAVEMENT OF LOWER FERRY ROAD,
 KV6039'RECESSED 0.02 M (0.1 FT) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6787 ***********************************************************************
 KV6787  DESIGNATION -  11 A 2
 KV6787  PID         -  KV6787
 KV6787  STATE/COUNTY-  NJ/MERCER
 KV6787  USGS QUAD   -  TRENTON EAST (1981)
 KV6787
 KV6787                         *CURRENT SURVEY CONTROL
 KV6787  ___________________________________________________________________
 KV6787* NAD 83(1996)-  40 13 07.69061(N)    074 41 56.67068(W)     ADJUSTED  
 KV6787* NAVD 88     -        18.2    (meters)      60.     (feet)  VERTCON   
 KV6787  ___________________________________________________________________
 KV6787  X           -   1,286,996.466 (meters)                     COMP
 KV6787  Y           -  -4,704,168.420 (meters)                     COMP
 KV6787  Z           -   4,096,557.379 (meters)                     COMP
 KV6787  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 KV6787  ELLIP HEIGHT-         -14.72  (meters)          (10/23/02) GPS OBS
 KV6787  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KV6787
 KV6787  HORZ ORDER  -  FIRST
 KV6787  ELLP ORDER  -  FOURTH    CLASS I
 KV6787
 KV6787.The horizontal coordinates were established by GPS observations
 KV6787.and adjusted by the National Geodetic Survey in May 1999..
 KV6787
 KV6787.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6787
 KV6787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6787
 KV6787.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6787
 KV6787.The ellipsoidal height was determined by GPS observations
 KV6787.and is referenced to NAD 83.
 KV6787
 KV6787.The geoid height was determined by GEOID03.
 KV6787
 KV6787;                    North         East     Units Scale Factor Converg.
 KV6787;SPC NJ       -   153,826.151   133,056.274   MT  0.99990353   -0 07 42.8
 KV6787;SPC NJ       -   504,677.96    436,535.46   sFT  0.99990353   -0 07 42.8
 KV6787;SPC PA S     -   102,803.068   859,636.725   MT  0.99996765   +1 58 45.9
 KV6787;SPC PA S     -   337,279.73  2,820,324.82   sFT  0.99996765   +1 58 45.9
 KV6787;UTM  18      - 4,452,086.083   525,604.697   MT  0.99960807   +0 11 39.5
 KV6787
 KV6787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6787!SPC NJ       -   1.00000231  x   0.99990353  =   0.99990584
 KV6787!SPC PA S     -   1.00000231  x   0.99996765  =   0.99996996
 KV6787!UTM  18      -   1.00000231  x   0.99960807  =   0.99961038
 KV6787
 KV6787                          SUPERSEDED SURVEY CONTROL
 KV6787
 KV6787  ELLIP H (05/14/99)  -14.73   (m)                       GP(       ) 4 1
 KV6787  NAD 83(1986)-  40 13 07.69068(N)    074 41 56.67328(W) AD(       ) 1
 KV6787  NGVD 29 (09/20/93)   18.6    (m)           61.     (f) GPS OBS        
 KV6787
 KV6787.Superseded values are not recommended for survey control.
 KV6787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6787.See file dsdata.txt to determine how the superseded data were derived.
 KV6787
 KV6787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2560552086(NAD 83)
 KV6787_MARKER: DD = SURVEY DISK
 KV6787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6787_SP_SET: CONCRETE POST
 KV6787_STAMPING: 11 A 2 1990
 KV6787_MARK LOGO: NJGS  
 KV6787_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6787+STABILITY: SURFACE MOTION
 KV6787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6787+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6787
 KV6787  HISTORY     - Date     Condition        Report By
 KV6787  HISTORY     - 1990     MONUMENTED       NJGS
 KV6787
 KV6787                          STATION DESCRIPTION
 KV6787
 KV6787'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6787'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, IN THE CENTER OF THE
 KV6787'GRASS MEDIAN OF INTERSTATE HIGHWAY 295, JUST SOUTH OF THE CYPRESS
 KV6787'LANE BRIDGE.  THE STATION IS THE INTERSTATE HIGHWAY 295 BASELINE
 KV6787'POINT OF TANGENCY CONTROL POINT AT THE SOUTH END OF THE CURVE.  TO
 KV6787'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33 AND
 KV6787'INTERSTATE HIGHWAY 295, EXIT 63 B, GO SOUTH 1.0 MI (1.6 KM) ON
 KV6787'INTERSTATE HIGHWAY 295 TO THE STATION ON THE LEFT. IT IS OPPOSITE THE
 KV6787'SOUTH EDGE OF A CLEAR CUT IN THE WOODS ON THE EAST SIDE OF THE
 KV6787'HIGHWAY AND A LARGE COMMUNICATION TOWER IS VISIBLE IN THE CUT.  THE
 KV6787'STATION IS 7.5 M (24.6 FT) NORTHWEST OF THE EDGE OF PAVEMENT OF THE
 KV6787'NORTHBOUND LANES, 7.5 M (24.6 FT) SOUTHEAST OF THE EDGE OF PAVEMENT
 KV6787'OF THE SOUTHBOUND LANES AND 13.3 M (43.6 FT) NORTHEAST OF THE CENTER
 KV6787'OF AN INLET IN THE MEDIAN. THE STATION IS 0.1 M (0.3 FT) BELOW THE
 KV6787'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9822 ***********************************************************************
 DE9822  DESIGNATION -  11 A 3
 DE9822  PID         -  DE9822
 DE9822  STATE/COUNTY-  NJ/MERCER
 DE9822  USGS QUAD   -  TRENTON EAST (1981)
 DE9822
 DE9822                         *CURRENT SURVEY CONTROL
 DE9822  ___________________________________________________________________
 DE9822* NAD 83(1996)-  40 10 31.27436(N)    074 40 35.68290(W)     ADJUSTED  
 DE9822* NAVD 88     -         4.677  (meters)      15.34   (feet)  ADJUSTED  
 DE9822  ___________________________________________________________________
 DE9822  X           -   1,289,663.589 (meters)                     COMP
 DE9822  Y           -  -4,706,655.991 (meters)                     COMP
 DE9822  Z           -   4,092,863.661 (meters)                     COMP
 DE9822  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 DE9822  ELLIP HEIGHT-         -28.10  (meters)          (04/17/03) GPS OBS
 DE9822  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 DE9822  DYNAMIC HT  -           4.675 (meters)      15.34  (feet)  COMP
 DE9822  MODELED GRAV-     980,195.7   (mgal)                       NAVD 88
 DE9822
 DE9822  HORZ ORDER  -  FIRST
 DE9822  VERT ORDER  -  FIRST     CLASS II
 DE9822  ELLP ORDER  -  THIRD     CLASS I
 DE9822
 DE9822.The horizontal coordinates were established by GPS observations
 DE9822.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DE9822
 DE9822.The orthometric height was determined by differential leveling
 DE9822.and adjusted by the National Geodetic Survey in March 2005..
 DE9822
 DE9822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9822
 DE9822.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9822
 DE9822.The ellipsoidal height was determined by GPS observations
 DE9822.and is referenced to NAD 83.
 DE9822
 DE9822.The geoid height was determined by GEOID03.
 DE9822
 DE9822.The dynamic height is computed by dividing the NAVD 88
 DE9822.geopotential number by the normal gravity value computed on the
 DE9822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9822.degrees latitude (g = 980.6199 gals.).
 DE9822
 DE9822.The modeled gravity was interpolated from observed gravity values.
 DE9822
 DE9822;                    North         East     Units Scale Factor Converg.
 DE9822;SPC NJ       -   148,998.072   134,961.415   MT  0.99990278   -0 06 50.1
 DE9822;SPC NJ       -   488,837.84    442,785.91   sFT  0.99990278   -0 06 50.1
 DE9822;UTM  18      - 4,447,270.230   527,536.432   MT  0.99960933   +0 12 31.1
 DE9822
 DE9822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9822!SPC NJ       -   1.00000441  x   0.99990278  =   0.99990719
 DE9822!UTM  18      -   1.00000441  x   0.99960933  =   0.99961374
 DE9822
 DE9822                          SUPERSEDED SURVEY CONTROL
 DE9822
 DE9822.No superseded survey control is available for this station.
 DE9822
 DE9822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2753647270(NAD 83)
 DE9822_MARKER: DD = SURVEY DISK
 DE9822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9822_STAMPING: 11 A 3 1992
 DE9822_MARK LOGO: NJGS  
 DE9822_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9822+STABILITY: SURFACE MOTION
 DE9822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9822+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 DE9822
 DE9822  HISTORY     - Date     Condition        Report By
 DE9822  HISTORY     - 1992     MONUMENTED       NJGS
 DE9822  HISTORY     - 20020708 GOOD             NJGS
 DE9822
 DE9822                          STATION DESCRIPTION
 DE9822
 DE9822'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DE9822'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, ABOUT 0.5 MI SOUTHWEST OF
 DE9822'YARDVILLE.  TO
 DE9822'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 130  AND
 DE9822'INTERSTATE HIGHWAY 195, GO
 DE9822'ABOUT 2.9 MI SOUTHWEST ON U.S. HIGHWAY 130 TO THE STATION ON THE
 DE9822'RIGHT.  THE STATION IS
 DE9822'LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 130, ABOUT 43.6 M NORTHEAST
 DE9822'OF THE EXIT RAMP
 DE9822'FROM THE SOUTHBOUND LANES OF U.S HIGHWAY 130 ONTO THE NORTHBOUND LANES
 DE9822'OF STATE
 DE9822'ROUTE 156, 5.4 M NORTH FROM THE NORTH CURB OF THE SOUTHBOUND LANES OF
 DE9822'U.S. HIGHWAY 130,
 DE9822'25.8 M EAST NORTHEAST FROM WOOD UTILITY POLE NUMBER PS 9033 HM, 26.0 M
 DE9822'SOUTH FROM THE
 DE9822'SOUTH CURB LINE OF STATE ROUTE 156, 77.5 M WEST FROM THE CENTERLINE OF
 DE9822'THE BRIDGE
 DE9822'CARRYING U.S. HIGHWAY 130 OVER DOCTORS CREEK, STRUCTURE NUMBER 1122
 DE9822'150, M.P. 58.52, AND
 DE9822'28.7 M NORTHEAST FROM THE CENTER OF AN INLET.  THE STATION IS SET
 DE9822'FLUSH WITH THE GROUND.
 DE9822' 
 DE9822'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9824 ***********************************************************************
 DE9824  DESIGNATION -  11 A 33
 DE9824  PID         -  DE9824
 DE9824  STATE/COUNTY-  NJ/MERCER
 DE9824  USGS QUAD   -  TRENTON WEST (1995)
 DE9824
 DE9824                         *CURRENT SURVEY CONTROL
 DE9824  ___________________________________________________________________
 DE9824* NAD 83(1996)-  40 12 27.65544(N)    074 45 43.90177(W)     ADJUSTED  
 DE9824* NAVD 88     -         7.673  (meters)      25.17   (feet)  ADJUSTED  
 DE9824  ___________________________________________________________________
 DE9824  X           -   1,282,020.750 (meters)                     COMP
 DE9824  Y           -  -4,706,344.749 (meters)                     COMP
 DE9824  Z           -   4,095,607.505 (meters)                     COMP
 DE9824  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 DE9824  ELLIP HEIGHT-         -25.39  (meters)          (04/17/03) GPS OBS
 DE9824  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 DE9824  DYNAMIC HT  -           7.670 (meters)      25.16  (feet)  COMP
 DE9824  MODELED GRAV-     980,179.7   (mgal)                       NAVD 88
 DE9824
 DE9824  HORZ ORDER  -  FIRST
 DE9824  VERT ORDER  -  FIRST     CLASS II
 DE9824  ELLP ORDER  -  THIRD     CLASS I
 DE9824
 DE9824.The horizontal coordinates were established by GPS observations
 DE9824.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DE9824
 DE9824.The orthometric height was determined by differential leveling
 DE9824.and adjusted by the National Geodetic Survey in March 2005..
 DE9824.No vertical observational check was made to the station.
 DE9824
 DE9824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9824
 DE9824.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9824
 DE9824.The ellipsoidal height was determined by GPS observations
 DE9824.and is referenced to NAD 83.
 DE9824
 DE9824.The geoid height was determined by GEOID03.
 DE9824
 DE9824.The dynamic height is computed by dividing the NAVD 88
 DE9824.geopotential number by the normal gravity value computed on the
 DE9824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9824.degrees latitude (g = 980.6199 gals.).
 DE9824
 DE9824.The modeled gravity was interpolated from observed gravity values.
 DE9824
 DE9824;                    North         East     Units Scale Factor Converg.
 DE9824;SPC NJ       -   152,605.387   127,680.360   MT  0.99990613   -0 10 09.3
 DE9824;SPC NJ       -   500,672.84    418,897.98   sFT  0.99990613   -0 10 09.3
 DE9824;UTM  18      - 4,450,835.423   520,237.348   MT  0.99960504   +0 09 12.7
 DE9824
 DE9824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9824!SPC NJ       -   1.00000398  x   0.99990613  =   0.99991011
 DE9824!UTM  18      -   1.00000398  x   0.99960504  =   0.99960902
 DE9824
 DE9824                          SUPERSEDED SURVEY CONTROL
 DE9824
 DE9824.No superseded survey control is available for this station.
 DE9824
 DE9824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2023750835(NAD 83)
 DE9824_MARKER: DD = SURVEY DISK
 DE9824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9824_STAMPING: 11 A 33 1992
 DE9824_MARK LOGO: NJGS  
 DE9824_PROJECTION: FLUSH
 DE9824_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9824+STABILITY: SURFACE MOTION
 DE9824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9824+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DE9824
 DE9824  HISTORY     - Date     Condition        Report By
 DE9824  HISTORY     - 1992     MONUMENTED       NJGS
 DE9824  HISTORY     - 20020202 GOOD             NJGS
 DE9824
 DE9824                          STATION DESCRIPTION
 DE9824
 DE9824'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DE9824'THE STATION IS LOCATED IN THE CITY OF TRENTON ON PUBLIC PROPERTY NEAR
 DE9824'THE JUNCTION OF
 DE9824'THE DEAD END PORTION OF FEDERAL STREET AT THE WATERS EDGE HEALTHCARE
 DE9824'AND
 DE9824'REHABILITATION CENTER, A FIVE STORY BRICK BUILDING.  THE STATION IS
 DE9824'SET FLUSH WITH THE
 DE9824'GROUND IN THE LEFT CENTER FIELD PORTION OF A BASEBALL DIAMOND, NOW
 DE9824'ABANDONED, AND IS
 DE9824'ALSO IN RANGE WITH THE NORTH EDGE OF AN ASPHALT PAVED SIDEWALK ON THE
 DE9824'NORTH SIDE OF
 DE9824'FEDERAL STREET TO THE EAST.
 DE9824' 
 DE9824'THE STATION IS 11.2 M WEST FROM A POLE WITH NO NUMBER ON THE OUTSIDE
 DE9824'PERIMETER OF A 3 FT
 DE9824'HIGH CHAIN LINK FENCE SURROUNDING THE BASEBALL DIAMOND, 10.8 M WEST
 DE9824'FROM A METAL
 DE9824'WITNESS POST WITH SIGN ATTACHED, 8.2 M WEST FROM A 3 FT HIGH CHAIN
 DE9824'LINK FENCE
 DE9824'SURROUNDING THE BASEBALL DIAMOND, 205 M NORTHWEST FROM WOOD UTILITY
 DE9824'POLE NUMBER
 DE9824'64919 TN WITH TRANSFORMERS ATTACHED, 14.7 M NORTHWEST FROM A WOOD
 DE9824'UTILITY POLE WITH
 DE9824'NO NUMBER, FORMERLY USED FOR ATTACHMENT OF LIGHTS FOR NIGHT
 DE9824'ILLUMINATION OF THE
 DE9824'BASEBALL DIAMOND, 31.9 M WEST NORTHWEST FROM A FIRE HYDRANT ON THE
 DE9824'NORTH SIDE OF
 DE9824'FEDERAL STREET, AND 33.5 M SOUTH SOUTHWEST FROM WOOD UTILITY POLE
 DE9824'NUMBER PS 13248 TN
 DE9824'ON THE WEST SIDE OF THE DEAD END PORTION OF UNION STREET.
 DE9824' 
 DE9824'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9795 ***********************************************************************
 DE9795  DESIGNATION -  11 A 4
 DE9795  PID         -  DE9795
 DE9795  STATE/COUNTY-  NJ/MERCER
 DE9795  USGS QUAD   -  TRENTON EAST (1981)
 DE9795
 DE9795                         *CURRENT SURVEY CONTROL
 DE9795  ___________________________________________________________________
 DE9795* NAD 83(1986)-  40 11 04.     (N)    074 44 50.     (W)     SCALED    
 DE9795* NAVD 88     -         3.524  (meters)      11.56   (feet)  ADJUSTED  
 DE9795  ___________________________________________________________________
 DE9795  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 DE9795  DYNAMIC HT  -           3.522 (meters)      11.56  (feet)  COMP
 DE9795  MODELED GRAV-     980,186.0   (mgal)                       NAVD 88
 DE9795
 DE9795  VERT ORDER  -  FIRST     CLASS II
 DE9795
 DE9795.The horizontal coordinates were scaled from a topographic map and have
 DE9795.an estimated accuracy of +/- 6 seconds.
 DE9795
 DE9795.The orthometric height was determined by differential leveling
 DE9795.and adjusted by the National Geodetic Survey in March 2005..
 DE9795
 DE9795.The geoid height was determined by GEOID03.
 DE9795
 DE9795.The dynamic height is computed by dividing the NAVD 88
 DE9795.geopotential number by the normal gravity value computed on the
 DE9795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9795.degrees latitude (g = 980.6199 gals.).
 DE9795
 DE9795.The modeled gravity was interpolated from observed gravity values.
 DE9795
 DE9795;                    North         East    Units  Estimated Accuracy
 DE9795;SPC NJ       -   150,020.      128,950.      MT  (+/- 180 meters Scaled)
 DE9795
 DE9795                          SUPERSEDED SURVEY CONTROL
 DE9795
 DE9795.No superseded survey control is available for this station.
 DE9795
 DE9795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK215482(NAD 83)
 DE9795_MARKER: DD = SURVEY DISK
 DE9795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9795_STAMPING: 11 A 4 2001
 DE9795_MARK LOGO: NJGS  
 DE9795_PROJECTION: FLUSH
 DE9795_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9795+STABILITY: SURFACE MOTION
 DE9795_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9795+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DE9795
 DE9795  HISTORY     - Date     Condition        Report By
 DE9795  HISTORY     - 2001     MONUMENTED       NJGS
 DE9795  HISTORY     - 20020202 GOOD             NJGS
 DE9795
 DE9795                          STATION DESCRIPTION
 DE9795
 DE9795'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DE9795'THE STATION IS LOCATED IN HAMILTON TOWNSHIP ON THE NORTHWEST CORNER OF
 DE9795'THE TEE
 DE9795'INTERSECTION OF THE STATE ROUTE 129 LAMBERTON ROAD CONNECTOR AND
 DE9795'LAMBERTON ROAD.
 DE9795' 
 DE9795'THE STATION IS 2.4 M NORTHEAST FROM THE NORTHEAST CURB OF LAMBERTON
 DE9795'CONNECTOR, 6.1 M
 DE9795'SOUTHEAST FROM LIGHT POLE NUMBER C 4104, 4.7 M EAST FROM WOOD UTILITY
 DE9795'POLE NUMBER 14977
 DE9795'HM, AND 7.6 M NORTH NORTHEAST FROM AN INLET.
 DE9795'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6046 ***********************************************************************
 KV6046  DESIGNATION -  11 B 1
 KV6046  PID         -  KV6046
 KV6046  STATE/COUNTY-  NJ/MERCER
 KV6046  USGS QUAD   -  PENNINGTON (1995)
 KV6046
 KV6046                         *CURRENT SURVEY CONTROL
 KV6046  ___________________________________________________________________
 KV6046* NAD 83(1996)-  40 16 00.84997(N)    074 48 12.47267(W)     ADJUSTED  
 KV6046* NAVD 88     -        40.079  (meters)     131.49   (feet)  ADJUSTED  
 KV6046  ___________________________________________________________________
 KV6046  X           -   1,277,523.449 (meters)                     COMP
 KV6046  Y           -  -4,703,191.453 (meters)                     COMP
 KV6046  Z           -   4,100,648.047 (meters)                     COMP
 KV6046  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 KV6046  ELLIP HEIGHT-           6.70  (meters)          (06/06/05) GPS OBS
 KV6046  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KV6046  DYNAMIC HT  -          40.060 (meters)     131.43  (feet)  COMP
 KV6046  MODELED GRAV-     980,163.8   (mgal)                       NAVD 88
 KV6046
 KV6046  HORZ ORDER  -  B
 KV6046  VERT ORDER  -  FIRST     CLASS I
 KV6046  ELLP ORDER  -  THIRD     CLASS I
 KV6046
 KV6046.The horizontal coordinates were established by GPS observations
 KV6046.and adjusted by the NEW JERSEY GEODETIC SURVEY in June 2005..
 KV6046
 KV6046.The orthometric height was determined by differential leveling
 KV6046.and adjusted by the National Geodetic Survey in June 1991..
 KV6046
 KV6046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6046
 KV6046.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6046
 KV6046.The ellipsoidal height was determined by GPS observations
 KV6046.and is referenced to NAD 83.
 KV6046
 KV6046.The geoid height was determined by GEOID03.
 KV6046
 KV6046.The dynamic height is computed by dividing the NAVD 88
 KV6046.geopotential number by the normal gravity value computed on the
 KV6046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6046.degrees latitude (g = 980.6199 gals.).
 KV6046
 KV6046.The modeled gravity was interpolated from observed gravity values.
 KV6046
 KV6046;                    North         East     Units Scale Factor Converg.
 KV6046;SPC NJ       -   159,191.759   124,189.722   MT  0.99990820   -0 11 46.1
 KV6046;SPC NJ       -   522,281.63    407,445.78   sFT  0.99990820   -0 11 46.1
 KV6046;SPC PA S     -   107,839.227   850,578.272   MT  0.99996462   +1 54 42.1
 KV6046;SPC PA S     -   353,802.53  2,790,605.55   sFT  0.99996462   +1 54 42.1
 KV6046;UTM  18      - 4,457,400.025   516,710.706   MT  0.99960344   +0 07 37.3
 KV6046
 KV6046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6046!SPC NJ       -   0.99999895  x   0.99990820  =   0.99990715
 KV6046!SPC PA S     -   0.99999895  x   0.99996462  =   0.99996357
 KV6046!UTM  18      -   0.99999895  x   0.99960344  =   0.99960239
 KV6046
 KV6046                          SUPERSEDED SURVEY CONTROL
 KV6046
 KV6046  ELLIP H (10/23/02)    6.69   (m)                       GP(       ) 4 1
 KV6046  NAD 83(1996)-  40 16 00.85091(N)    074 48 12.47336(W) AD(       ) 1
 KV6046  ELLIP H (05/14/99)    6.72   (m)                       GP(       ) 4 1
 KV6046  NAD 83(1986)-  40 16 00.84948(N)    074 48 12.47541(W) AD(       ) 1
 KV6046  NAVD 88 (06/06/05)   40.08   (m)          131.5    (f) LEVELING    3  
 KV6046  NGVD 29 (01/10/92)   40.383  (m)          132.49   (f) ADJUSTED    1 1
 KV6046
 KV6046.Superseded values are not recommended for survey control.
 KV6046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6046.See file dsdata.txt to determine how the superseded data were derived.
 KV6046
 KV6046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1671157400(NAD 83)
 KV6046_MARKER: DD = SURVEY DISK
 KV6046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6046_SP_SET: CONCRETE POST
 KV6046_STAMPING: 11 B 1 1988
 KV6046_MARK LOGO: NJGS  
 KV6046_PROJECTION: FLUSH
 KV6046_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6046+STABILITY: SURFACE MOTION
 KV6046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6046+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 KV6046
 KV6046  HISTORY     - Date     Condition        Report By
 KV6046  HISTORY     - 1988     MONUMENTED       NJGS
 KV6046  HISTORY     - 19900223 GOOD             NJGS
 KV6046  HISTORY     - 19960229 GOOD             NJGS
 KV6046  HISTORY     - 20030514 GOOD             NJGS
 KV6046  HISTORY     - 20050411 GOOD             NJGS
 KV6046
 KV6046                          STATION DESCRIPTION
 KV6046
 KV6046'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6046'0.8 KM (0.50 MI) NORTHWEST ALONG PARKWAY AVENUE FROM THE NEW JERSEY
 KV6046'DEPARTMENT OF TRANSPORTATION COMPLEX AT THE JUNCTION OF LOWER FERRY
 KV6046'ROAD AND PARKWAY AVENUE TO SCOTCH ROAD, CONTINUING ALONG PARKWAY
 KV6046'AVENUE FOR AN ADDITIONAL 0.16 KM (0.10 MI) TO AN ALLEY AT THE
 KV6046'NORTHWEST REAR SIDE OF THE SUBURBAN SQUARE SHOPPING CENTER, THENCE
 KV6046'NORTHEAST 0.32 KM (0.20 MI) TO A SOCCER FIELD ON THE LEFT, STATION IS
 KV6046'SET BETWEEN THE TWO SOCCER FIELDS, NORTHEAST OF THE NORTHEAST GOAL OF
 KV6046'THE SOUTH FIELD AND SOUTHWEST OF THE NORTH FIELD, 37.37 M (122.6 FT)
 KV6046'SOUTHWEST OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE, 11.83 M
 KV6046'(38.8 FT) SOUTHEAST OF A 20 FOOT FLAG POLE, 16.12 M (52.9 FT)
 KV6046'SOUTHEAST OF SOUTHWEST CORNER OF THE WOODEN GOAL POST OF THE NORTHEAST
 KV6046'GOAL OF THE SOUTH FIELD, 13.2 M (43.3 FT) SOUTHWEST OF THE SOUTHEAST
 KV6046'WOODEN GOAL POST OF THE SOUTH GOAL OF THE NORTH FIELD, SET FLUSH WITH
 KV6046'THE GROUND.
 KV6046
 KV6046                          STATION RECOVERY (1990)
 KV6046
 KV6046'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6046'THE STATION IS LOCATED IN EWING TOWNSHIP, BETWEEN TWO SOCCER FIELDS.
 KV6046'TO REACH THE STATION FROM THE NEW JERSEY DEPARTMENT OF TRANSPORTATION
 KV6046'HEADQUARTERS COMPLEX AT THE JUNCTION OF LOWER FERRY ROAD AND PARKWAY
 KV6046'AVENUE GO NORTHWEST ON PARKWAY AVENUE FOR 0.5 MI (0.8 KM) TO THE TEE
 KV6046'JUNCTION WITH SCOTCH ROAD.  CONTINUE ALONG PARKWAY AVENUE FOR AN
 KV6046'ADDITIONAL 0.16 KM (0.10 MI) TO AN ALLEY AT THE NORTHWEST REAR SIDE
 KV6046'OF THE SUBURBAN SQUARE SHOPPING CENTER.  TURN RIGHT AND GO NORTHEAST
 KV6046'FOR 0.32 KM (0.20 MI) TO A SOCCER FIELD ON THE LEFT.  THE STATION IS
 KV6046'SET BETWEEN THE TWO SOCCER FIELDS, NORTHEAST OF THE NORTHEAST GOAL OF
 KV6046'THE SOUTH FIELD AND SOUTHWEST OF THE NORTH FIELD, 37.37 M
 KV6046'(122.60 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE,
 KV6046'11.83 M (38.81 FT) SOUTHEAST OF A 20 FT (6.1 M) FLAG POLE, 16.12 M
 KV6046'(52.89 FT) SOUTHEAST OF SOUTHWEST CORNER OF THE WOODEN GOAL POST OF
 KV6046'THE NORTHEAST GOAL OF THE SOUTH FIELD, 13.2 M (43.3 FT) SOUTHWEST OF
 KV6046'THE SOUTHEAST WOODEN GOAL POST OF THE SOUTH GOAL OF THE NORTH FIELD,
 KV6046'SET FLUSH WITH THE GROUND.
 KV6046
 KV6046                          STATION RECOVERY (1996)
 KV6046
 KV6046'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 KV6046'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE WOODEN GOAL
 KV6046'POSTS HAVE BEEN REMOVED SINCE THE LAST RECOVERY.
 KV6046
 KV6046                          STATION RECOVERY (2003)
 KV6046
 KV6046'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 KV6046'THE STATION IS LOCATED IN THE WEST END SOCCER COMPLEX IN THE REAR OF
 KV6046'THE SUBURBAN SHOPPING CENTER, 11.9 M SOUTHEAST OF THE FLAG POLE, 37.6
 KV6046'M WEST OF THE SOUTHWEST CORNER OF THE FENCE SURROUNDING THE BERT
 KV6046'STEINMANN TRAINING FACILITY, 3.0 M EAST OF THE EAST ENDLINE OF THE
 KV6046'WEST SOCCER FIELD, 13.0 M WEST OF THE WEST ENDLINE OF THE EAST SOCCER
 KV6046'FIELD.
 KV6046
 KV6046                          STATION RECOVERY (2005)
 KV6046
 KV6046'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2005 (SJM)
 KV6046'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6788 ***********************************************************************
 KV6788  DESIGNATION -  11 B 2
 KV6788  PID         -  KV6788
 KV6788  STATE/COUNTY-  NJ/MERCER
 KV6788  USGS QUAD   -  PRINCETON (1981)
 KV6788
 KV6788                         *CURRENT SURVEY CONTROL
 KV6788  ___________________________________________________________________
 KV6788* NAD 83(1996)-  40 18 17.35851(N)    074 37 56.66536(W)     ADJUSTED  
 KV6788* NAVD 88     -        33.0    (meters)     108.     (feet)  VERTCON   
 KV6788  ___________________________________________________________________
 KV6788  X           -   1,290,836.327 (meters)                     COMP
 KV6788  Y           -  -4,696,726.253 (meters)                     COMP
 KV6788  Z           -   4,103,855.585 (meters)                     COMP
 KV6788  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 KV6788  ELLIP HEIGHT-          -0.07  (meters)          (10/23/02) GPS OBS
 KV6788  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KV6788
 KV6788  HORZ ORDER  -  FIRST
 KV6788  ELLP ORDER  -  FOURTH    CLASS I
 KV6788
 KV6788.The horizontal coordinates were established by GPS observations
 KV6788.and adjusted by the National Geodetic Survey in May 1999..
 KV6788
 KV6788.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6788
 KV6788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6788
 KV6788.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6788
 KV6788.The ellipsoidal height was determined by GPS observations
 KV6788.and is referenced to NAD 83.
 KV6788
 KV6788.The geoid height was determined by GEOID03.
 KV6788
 KV6788;                    North         East     Units Scale Factor Converg.
 KV6788;SPC NJ       -   163,366.107   138,744.812   MT  0.99990156   -0 05 08.3
 KV6788;SPC NJ       -   535,976.97    455,198.60   sFT  0.99990156   -0 05 08.3
 KV6788;UTM  18      - 4,461,655.170   531,237.692   MT  0.99961201   +0 14 16.0
 KV6788
 KV6788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6788!SPC NJ       -   1.00000001  x   0.99990156  =   0.99990157
 KV6788!UTM  18      -   1.00000001  x   0.99961201  =   0.99961202
 KV6788
 KV6788                          SUPERSEDED SURVEY CONTROL
 KV6788
 KV6788  ELLIP H (05/14/99)   -0.06   (m)                       GP(       ) 4 1
 KV6788  NAD 83(1986)-  40 18 17.35822(N)    074 37 56.66752(W) AD(       ) 1
 KV6788  NGVD 29 (09/20/93)   33.3    (m)          109.     (f) GPS OBS        
 KV6788
 KV6788.Superseded values are not recommended for survey control.
 KV6788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6788.See file dsdata.txt to determine how the superseded data were derived.
 KV6788
 KV6788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3123861655(NAD 83)
 KV6788_MARKER: DD = SURVEY DISK
 KV6788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6788_SP_SET: CONCRETE POST
 KV6788_STAMPING: 11 B 2 1990
 KV6788_MARK LOGO: NJGS  
 KV6788_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6788+STABILITY: SURFACE MOTION
 KV6788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6788+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2003
 KV6788
 KV6788  HISTORY     - Date     Condition        Report By
 KV6788  HISTORY     - 1990     MONUMENTED       NJGS
 KV6788  HISTORY     - 20030613 GOOD             UE
 KV6788
 KV6788                          STATION DESCRIPTION
 KV6788
 KV6788'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6788'THE STATION IS LOCATED IN WEST WINDSOR TOWNSHIP, ON THE WEST SIDE OF
 KV6788'NORTH POST ROAD, NEAR THE JUNCTION OF NORTH POST ROAD AND CLARKSVILLE
 KV6788'ROAD, AT THE VETERANS MEMORIAL ON THE GROUNDS OF THE WEST WINDSOR
 KV6788'MUNICIPAL COMPLEX, IN THE VILLAGE OF BERRIEN.  TO REACH THE STATION
 KV6788'FROM THE JUNCTION OF HIGHTSTOWN ROAD, COUNTY ROAD 571, AND
 KV6788'CLARKSVILLE ROAD IN PRINCETON JUNCTION, GO 0.85 MI (1.37 KM)
 KV6788'SOUTHWEST ON CLARKSVILLE ROAD TO NORTH POST ROAD.  TURN RIGHT AND GO
 KV6788'TO THE MEMORIAL AND THE STATION ON THE LEFT.  THE STATION IS 19.0 M
 KV6788'(62.3 FT) WEST OF THE NORTH POST ROAD CENTERLINE, 14.0 M (45.9 FT)
 KV6788'NORTHEAST OF THE MEMORIAL FLAGPOLE, 10.0 M (32.8 FT) FROM THE CENTER
 KV6788'OF THE MEMORIAL OBELISK, 15.5 M (50.9 FT) FROM THE RIGHT HAND OF THE
 KV6788'MEMORIAL STATUE AND 42.3 M (138.8 FT) SOUTH SOUTHEAST OF THE CENTER
 KV6788'OF A DRAINAGE MANHOLE ON THE EAST SIDE OF THE RETENTION BASIN AT THE
 KV6788'MUNICIPAL COMPLEX.  THE STATION IS FLUSH WITH THE GROUND.
 KV6788
 KV6788                          STATION RECOVERY (2003)
 KV6788
 KV6788'RECOVERY NOTE BY URBAN ENGINEERS INC 2003 (WBF)
 KV6788'DESCRIBED TIE TO NORTH POST ROAD CENTER LINE IS NO LONGER VALID, DUE
 KV6788'TO ROAD CONSTRUCTION. MONUMENT IS NOW 17.6 M (57.6 FEET) WEST OF
 KV6788'CENTERLINE PAINT STRIPE, 9.8 M (32.3 FEET) WEST OF WESTERLY CURB LINE.
 KV6788' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6874 ***********************************************************************
 KV6874  DESIGNATION -  11 B 3
 KV6874  PID         -  KV6874
 KV6874  STATE/COUNTY-  NJ/MERCER
 KV6874  USGS QUAD   -  HOPEWELL (1977)
 KV6874
 KV6874                         *CURRENT SURVEY CONTROL
 KV6874  ___________________________________________________________________
 KV6874* NAD 83(1996)-  40 23 10.04150(N)    074 45 25.98606(W)     ADJUSTED  
 KV6874* NAVD 88     -        50.7    (meters)     166.     (feet)  GPS OBS   
 KV6874  ___________________________________________________________________
 KV6874  X           -   1,279,068.948 (meters)                     COMP
 KV6874  Y           -  -4,693,900.791 (meters)                     COMP
 KV6874  Z           -   4,110,747.303 (meters)                     COMP
 KV6874  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 KV6874  ELLIP HEIGHT-          17.18  (meters)          (10/23/02) GPS OBS
 KV6874  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KV6874
 KV6874  HORZ ORDER  -  FIRST
 KV6874  ELLP ORDER  -  FOURTH    CLASS I
 KV6874
 KV6874.The horizontal coordinates were established by GPS observations
 KV6874.and adjusted by the National Geodetic Survey in May 1999..
 KV6874
 KV6874.The orthometric height was determined by GPS observations and a
 KV6874.high-resolution geoid model.
 KV6874
 KV6874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6874
 KV6874.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6874
 KV6874.The ellipsoidal height was determined by GPS observations
 KV6874.and is referenced to NAD 83.
 KV6874
 KV6874.The geoid height was determined by GEOID03.
 KV6874
 KV6874;                    North         East     Units Scale Factor Converg.
 KV6874;SPC NJ       -   172,416.301   128,161.523   MT  0.99990587   -0 09 60.0
 KV6874;SPC NJ       -   565,669.15    420,476.60   sFT  0.99990587   -0 09 60.0
 KV6874;UTM  18      - 4,470,642.776   520,606.580   MT  0.99960523   +0 09 26.3
 KV6874
 KV6874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6874!SPC NJ       -   0.99999730  x   0.99990587  =   0.99990318
 KV6874!UTM  18      -   0.99999730  x   0.99960523  =   0.99960254
 KV6874
 KV6874                          SUPERSEDED SURVEY CONTROL
 KV6874
 KV6874  ELLIP H (05/14/99)   17.19   (m)                       GP(       ) 4 1
 KV6874  NAD 83(1986)-  40 23 10.04064(N)    074 45 25.98811(W) AD(       ) 1
 KV6874
 KV6874.Superseded values are not recommended for survey control.
 KV6874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6874.See file dsdata.txt to determine how the superseded data were derived.
 KV6874
 KV6874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2060770643(NAD 83)
 KV6874_MARKER: DD = SURVEY DISK
 KV6874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6874_SP_SET: CONCRETE POST
 KV6874_STAMPING: 11 B 3 1993
 KV6874_MARK LOGO: NJGS  
 KV6874_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6874+STABILITY: SURFACE MOTION
 KV6874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6874+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV6874
 KV6874  HISTORY     - Date     Condition        Report By
 KV6874  HISTORY     - 1993     MONUMENTED       NJGS
 KV6874  HISTORY     - 20050527 MARK NOT FOUND   SURSAT
 KV6874
 KV6874                          STATION DESCRIPTION
 KV6874
 KV6874'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV6874'THE STATION IS LOCATED IN THE BOROUGH OF HOPEWELL NEAR THE SOUTHWEST
 KV6874'CORNER OF THE PARKING LOT FOR THE HOPEWELL ELEMENTARY SCHOOL.  TO
 KV6874'REACH THE STATION FROM THE INTERSECTION OF BROAD STREET, COUNTY ROAD
 KV6874'518, AND GREENWOOD AVENUE IN THE BOROUGH OF HOPEWELL, GO NORTHEAST ON
 KV6874'BROAD STREET FOR 0.2 MI (0.3 KM) TO THE TEE INTERSECTION WITH
 KV6874'PRINCETON AVENUE, COUNTY ROAD 569, ON THE RIGHT.  TURN RIGHT AND GO
 KV6874'SOUTHEAST ON PRINCETON AVENUE FOR 0.2 MI (0.3 KM) TO THE HOPEWELL
 KV6874'ELEMENTARY SCHOOL AND THE DRIVEWAY LEADING TO THE PARKING LOT, JUST
 KV6874'BEYOND THE SCHOOL, ON THE RIGHT.  TURN RIGHT AND GO TO THE NORTHWEST
 KV6874'CORNER OF THE PARKING LOT.  TURN LEFT AND GO TO THE SOUTHWEST CORNER
 KV6874'OF THE PARKING LOT AND THE STATION AHEAD, SET FLUSH WITH THE GROUND.
 KV6874'THE STATION IS 10.0 M (32.8 FT) EAST FROM THE SOUTHWEST CORNER OF THE
 KV6874'PARKING LOT, 1.3 M (4.3 FT) SOUTH FROM THE SOUTH EDGE OF THE PARKING
 KV6874'LOT, 84.3 M (276.6 FT) WEST FROM THE WEST EDGE OF PAVING OF PRINCETON
 KV6874'AVENUE, 55.1 M (180.8 FT) WEST SOUTHWEST FROM THE SOUTHWEST CORNER OF
 KV6874'A ONE STORY BLOCK BUILDING FOR A MOBIL GASOLINE FILLING STATION AND
 KV6874'29.5 M (96.8 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF THE PARKING
 KV6874'LOT.
 KV6874
 KV6874                          STATION RECOVERY (2005)
 KV6874
 KV6874'RECOVERY NOTE BY SURVSAT 2005 (BRB)
 KV6874'A PROPER SEARCH WAS MADE USING THE TIES. THE TIES INTERSECTED WELL.
 KV6874'THE PARKING LOT IS NOW CURBED AND THERE APPEARS TO BE A LARGE AMOUNT
 KV6874'OF REGRADING IN THE AREA OF THE MARK. A FIVE FEET DIAMETER BY TWO FEET
 KV6874'DEEP HOLE FAILED TO FIND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9799 ***********************************************************************
 DE9799  DESIGNATION -  11 B 4
 DE9799  PID         -  DE9799
 DE9799  STATE/COUNTY-  NJ/MERCER
 DE9799  USGS QUAD   -  TRENTON EAST (1981)
 DE9799
 DE9799                         *CURRENT SURVEY CONTROL
 DE9799  ___________________________________________________________________
 DE9799* NAD 83(1986)-  40 11 05.     (N)    074 44 02.     (W)     SCALED    
 DE9799* NAVD 88     -         5.360  (meters)      17.59   (feet)  ADJUSTED  
 DE9799  ___________________________________________________________________
 DE9799  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 DE9799  DYNAMIC HT  -           5.358 (meters)      17.58  (feet)  COMP
 DE9799  MODELED GRAV-     980,187.5   (mgal)                       NAVD 88
 DE9799
 DE9799  VERT ORDER  -  FIRST     CLASS II
 DE9799
 DE9799.The horizontal coordinates were scaled from a topographic map and have
 DE9799.an estimated accuracy of +/- 6 seconds.
 DE9799
 DE9799.The orthometric height was determined by differential leveling
 DE9799.and adjusted by the National Geodetic Survey in March 2005..
 DE9799
 DE9799.The geoid height was determined by GEOID03.
 DE9799
 DE9799.The dynamic height is computed by dividing the NAVD 88
 DE9799.geopotential number by the normal gravity value computed on the
 DE9799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9799.degrees latitude (g = 980.6199 gals.).
 DE9799
 DE9799.The modeled gravity was interpolated from observed gravity values.
 DE9799
 DE9799;                    North         East    Units  Estimated Accuracy
 DE9799;SPC NJ       -   150,050.      130,080.      MT  (+/- 180 meters Scaled)
 DE9799
 DE9799                          SUPERSEDED SURVEY CONTROL
 DE9799
 DE9799.No superseded survey control is available for this station.
 DE9799
 DE9799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK226482(NAD 83)
 DE9799_MARKER: DD = SURVEY DISK
 DE9799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9799_STAMPING: 11 B 4 2001
 DE9799_MARK LOGO: NJGS  
 DE9799_PROJECTION: FLUSH
 DE9799_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9799+STABILITY: SURFACE MOTION
 DE9799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9799+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DE9799
 DE9799  HISTORY     - Date     Condition        Report By
 DE9799  HISTORY     - 2001     MONUMENTED       NJGS
 DE9799  HISTORY     - 20020202 GOOD             NJGS
 DE9799
 DE9799                          STATION DESCRIPTION
 DE9799
 DE9799'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DE9799'THE STATION IS LOCATED IN HAMILTON TOWNSHIP IN THE CENTER GRASS MEDIAN
 DE9799'OF STATE ROUTE
 DE9799'29.  THE STATION IS 55.6 M EAST ALONG THE MEDIAN  FROM MILE POST 0.6
 DE9799'ON THE EAST BOUND
 DE9799'LANE, 0.25 M NORTH FROM A METAL WITNESS POST, 4.2 M NORTH FROM THE
 DE9799'NORTH EDGE OF THE
 DE9799'EASTBOUND LANES OF STATE ROUTE 29, 3.7 M SOUTH FROM THE SOUTH EDGE OF
 DE9799'THE  WESTBOUND
 DE9799'LANES OF STATE ROUTE 29, 46.0 M EAST FROM THE CENTER OF AN INLET IN
 DE9799'THE MEDIAN, JUST EAST
 DE9799'FROM THE EAST END OF THE GUIDE RAIL SURROUNDING THE SOUTH LEG OF
 DE9799'OVERHEAD SIGN
 DE9799'BRIDGE, STRUCTURE NUMBER 1130 206, EXTENDING OVER THE WEST BOUND LANES
 DE9799'OF STATE
 DE9799'ROUTE 29, AND ABOUT 91.5 M WEST FROM THE NORTH LEG OF OVERHEAD SIGN
 DE9799'BRIDGE, STRUCTURE
 DE9799'NUMBER 1130 207, EXTENDING OVER THE EASTBOUND LANES OF STATE ROUTE 29.
 DE9799'THE STATION IS
 DE9799'SET FLUSH WITH THE GROUND.
 DE9799'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6033 ***********************************************************************
 KV6033  DESIGNATION -  11 C 1
 KV6033  PID         -  KV6033
 KV6033  STATE/COUNTY-  NJ/MERCER
 KV6033  USGS QUAD   -  TRENTON WEST (1995)
 KV6033
 KV6033                         *CURRENT SURVEY CONTROL
 KV6033  ___________________________________________________________________
 KV6033* NAD 83(1996)-  40 12 51.47722(N)    074 46 04.34214(W)     ADJUSTED  
 KV6033* NAVD 88     -         9.898  (meters)      32.47   (feet)  ADJUSTED  
 KV6033  ___________________________________________________________________
 KV6033  X           -   1,281,430.161 (meters)                     COMP
 KV6033  Y           -  -4,706,015.671 (meters)                     COMP
 KV6033  Z           -   4,096,170.021 (meters)                     COMP
 KV6033  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 KV6033  ELLIP HEIGHT-         -23.22  (meters)          (10/23/02) GPS OBS
 KV6033  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KV6033  DYNAMIC HT  -           9.893 (meters)      32.46  (feet)  COMP
 KV6033  MODELED GRAV-     980,177.9   (mgal)                       NAVD 88
 KV6033
 KV6033  HORZ ORDER  -  FIRST
 KV6033  VERT ORDER  -  FIRST     CLASS I
 KV6033  ELLP ORDER  -  FOURTH    CLASS I
 KV6033
 KV6033.The horizontal coordinates were established by GPS observations
 KV6033.and adjusted by the National Geodetic Survey in May 1999..
 KV6033
 KV6033.The orthometric height was determined by differential leveling
 KV6033.and adjusted by the National Geodetic Survey in June 1991..
 KV6033
 KV6033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6033
 KV6033.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6033
 KV6033.The ellipsoidal height was determined by GPS observations
 KV6033.and is referenced to NAD 83.
 KV6033
 KV6033.The geoid height was determined by GEOID03.
 KV6033
 KV6033.The dynamic height is computed by dividing the NAVD 88
 KV6033.geopotential number by the normal gravity value computed on the
 KV6033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6033.degrees latitude (g = 980.6199 gals.).
 KV6033
 KV6033.The modeled gravity was interpolated from observed gravity values.
 KV6033
 KV6033;                    North         East     Units Scale Factor Converg.
 KV6033;SPC NJ       -   153,341.519   127,199.242   MT  0.99990640   -0 10 22.6
 KV6033;SPC NJ       -   503,087.97    417,319.51   sFT  0.99990640   -0 10 22.6
 KV6033;SPC PA S     -   102,103.295   853,801.114   MT  0.99996797   +1 56 05.2
 KV6033;SPC PA S     -   334,983.89  2,801,179.15   sFT  0.99996797   +1 56 05.2
 KV6033;UTM  18      - 4,451,568.612   519,752.236   MT  0.99960480   +0 08 59.5
 KV6033
 KV6033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6033!SPC NJ       -   1.00000364  x   0.99990640  =   0.99991004
 KV6033!SPC PA S     -   1.00000364  x   0.99996797  =   0.99997161
 KV6033!UTM  18      -   1.00000364  x   0.99960480  =   0.99960844
 KV6033
 KV6033                          SUPERSEDED SURVEY CONTROL
 KV6033
 KV6033  ELLIP H (05/14/99)  -23.21   (m)                       GP(       ) 4 1
 KV6033  NAD 83(1986)-  40 12 51.47682(N)    074 46 04.34459(W) AD(       ) 1
 KV6033  NAVD 88 (11/02/93)    9.90   (m)           32.5    (f) LEVELING    3  
 KV6033  NGVD 29 (01/10/92)   10.217  (m)           33.52   (f) ADJUSTED    1 1
 KV6033
 KV6033.Superseded values are not recommended for survey control.
 KV6033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6033.See file dsdata.txt to determine how the superseded data were derived.
 KV6033
 KV6033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1975251569(NAD 83)
 KV6033_MARKER: DD = SURVEY DISK
 KV6033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6033_SP_SET: CONCRETE POST
 KV6033_STAMPING: 11 C 1 1988
 KV6033_MARK LOGO: NJGS  
 KV6033_PROJECTION: FLUSH
 KV6033_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6033+STABILITY: SURFACE MOTION
 KV6033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6033+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003
 KV6033
 KV6033  HISTORY     - Date     Condition        Report By
 KV6033  HISTORY     - 1988     MONUMENTED       NJGS
 KV6033  HISTORY     - 19900223 GOOD             NJGS
 KV6033  HISTORY     - 19920821 GOOD             NJGS
 KV6033  HISTORY     - 20010301 GOOD             LOCENG
 KV6033  HISTORY     - 20020202 GOOD             NJGS
 KV6033  HISTORY     - 20020429 GOOD             JCLS
 KV6033  HISTORY     - 20030403 GOOD             JCLS
 KV6033
 KV6033                          STATION DESCRIPTION
 KV6033
 KV6033'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6033'IN TRENTON, SET ON THE EAST SIDE OF NORTH BOUND NEW JERSEY STATE
 KV6033'HIGHWAY ROUTE 29, 0.56 KM (0.35 MI) NORTH OF THE AMTRACK CONRAIL
 KV6033'MAINLINE STONE ARCH BRIDGE, CROSSING THE DELAWARE RIVER, 2.1 M
 KV6033'(6.9 FT) EAST OF THE EAST CURBLINE OF 29, 1.0 M (3.3 FT) EAST OF THE
 KV6033'FACE OF THE GUIDE RAIL, 52.9 M (173.6 FT) NORTH OF THE NORTH CORNER OF
 KV6033'THE EAST CONCRETE BRIDGE GUARDRAIL OF ROUTE 29 NORTH BOUND LANES OVER
 KV6033'THE MARKET STREET (STATE HIGHWAY 33) EAST BOUND RAMP, 138.3 M
 KV6033'(453.7 FT) SOUTH ALONG THE EAST CURB OF THE NORTH BOUND ROUTE 29 LANES
 KV6033'FROM ITS APEX WITH THE MARKET STREET ON RAMP, 29.3 M (96.1 FT) SOUTH
 KV6033'OF THE THIRD LIGHT POLE SOUTH OF THE MARKET STREET ON RAMP, 18.2 M
 KV6033'(59.7 FT) SOUTHEAST OF THE NORTH CORNER OF THE WEST CONCRETE GUIDERAIL
 KV6033'OF THE NORTH BOUND ROUTE 29 BRIDGE OVER MARKET STREET, 19.4 M
 KV6033'(63.6 FT) WEST OF THE CENTERLINE OF THE NORTH BOUND MARKET STREET ON
 KV6033'RAMP, 9.6 M (31.5 FT) NORTH OF A LIGHT POLE, 0.4 M (1.3 FT) WEST OF A
 KV6033'WITNESS POST, SET FLUSH WITH THE GROUND.
 KV6033
 KV6033                          STATION RECOVERY (1990)
 KV6033
 KV6033'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6033'THE STATION IS LOCATED IN TRENTON ON THE EAST SIDE OF NORTHBOUND LANES
 KV6033'OF STATE HIGHWAY 29, ABOUT 0.56 KM (0.35 MI) NORTH OF THE AMTRAK AND
 KV6033'CONRAIL MAINLINE STONE ARCH BRIDGE CROSSING THE DELAWARE RIVER.  THE
 KV6033'STATION IS 2.1 M (6.9 FT) EAST OF THE EAST CURBLINE OF STATE HIGHWAY
 KV6033'29, 1.0 M (3.3 FT) EAST OF THE FACE OF THE GUIDE RAIL, 52.9 M
 KV6033'(173.6 FT) NORTH OF THE NORTH CORNER OF THE EAST CONCRETE BRIDGE
 KV6033'GUARDRAIL OF STATE HIGHWAY 29 NORTHBOUND LANES OVER THE MARKET
 KV6033'STREET, STATE HIGHWAY 33 EASTBOUND RAMP OFF OF STATE HIGHWAY 29
 KV6033'SOUTHBOUND LANES, 138.3 M (453.7 FT) SOUTH ALONG THE EAST CURB OF THE
 KV6033'STATE HIGHWAY 29 NORTHBOUND LANES FROM ITS APEX WITH THE MARKET
 KV6033'STREET ON RAMP, 29.3 M (96.1 FT) SOUTH OF THE THIRD LIGHT POLE SOUTH
 KV6033'OF THE MARKET STREET ON RAMP, 18.2 M (59.7 FT) SOUTHEAST OF THE NORTH
 KV6033'CORNER OF THE WEST CONCRETE GUIDERAIL OF THE NORTHBOUND STATE HIGHWAY
 KV6033'29 BRIDGE OVER MARKET STREET, 19.4 M (63.6 FT) WEST OF THE CENTERLINE
 KV6033'OF THE NORTH BOUND MARKET STREET ON RAMP, 9.6 M (31.5 FT) NORTH OF A
 KV6033'LIGHT POLE, 0.4 M (1.3 FT) WEST OF A WITNESS POST, SET FLUSH WITH THE
 KV6033'GROUND.
 KV6033
 KV6033                          STATION RECOVERY (1992)
 KV6033
 KV6033'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV6033'THE STATION IS LOCATED IN THE CITY OF TRENTON ON THE EAST SIDE OF THE
 KV6033'NORTHBOUND LANES OF STATE HIGHWAY 29, ABOUT 0.35 MI (0.56 KM) NORTH
 KV6033'OF THE AMTRAK AND CONRAIL RAILROAD STONE ARCH BRIDGE CROSSING THE
 KV6033'DELAWARE RIVER.  THE STATION IS 2.1 M (6.9 FT) EAST FROM THE EAST
 KV6033'CURBLINE OF STATE HIGHWAY 29, 1.0 M (3.3 FT) EAST FROM THE EAST FACE
 KV6033'OF THE GUIDE RAIL, 52.9 M (173.6 FT) NORTH FROM THE NORTH CORNER OF
 KV6033'THE EAST CONCRETE BRIDGE PARAPET OF THE BRIDGE CARRYING THE
 KV6033'NORTHBOUND LANES OF STATE HIGHWAY 29 OVER THE RAMP FROM THE
 KV6033'SOUTHBOUND LANES OF STATE HIGHWAY 29 LEADING TO MARKET STREET AND
 KV6033'EASTBOUND STATE HIGHWAY 33, 138.4 M (454.1 FT) SOUTH ALONG THE EAST
 KV6033'CURB OF THE NORTHBOUND LANES OF STATE HIGHWAY 29 FROM ITS APEX WITH
 KV6033'THE MARKET STREET ON RAMP, 29.3 M (96.1 FT) SOUTH FROM THE THIRD
 KV6033'LIGHT POLE SOUTH FROM THE MARKET STREET ON RAMP, 18.2 M (59.7 FT)
 KV6033'SOUTHEAST FROM THE NORTH CORNER OF THE WEST CONCRETE PARAPET OF THE
 KV6033'BRIDGE CARRYING THE NORTHBOUND LANES OF STATE HIGHWAY 29 OVER THE
 KV6033'RAMP FROM THE SOUTHBOUND LANES OF STATE HIGHWAY 29 LEADING TO MARKET
 KV6033'STREET, 19.4 M (63.6 FT) WEST FROM THE CENTERLINE OF THE NORTHBOUND
 KV6033'MARKET STREET ON RAMP, 9.6 M (31.5 FT) NORTH FROM A LIGHT POLE AND
 KV6033'0.4 M (1.3 FT) WEST FROM A METAL WITNESS POST.
 KV6033
 KV6033                          STATION RECOVERY (2001)
 KV6033
 KV6033'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (AB)
 KV6033'RECOVERED IN GOOD CONDITION.
 KV6033
 KV6033                          STATION RECOVERY (2002)
 KV6033
 KV6033'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6033'RECOVERED AS DESCRIBED
 KV6033'
 KV6033
 KV6033                          STATION RECOVERY (2002)
 KV6033
 KV6033'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 KV6033'RECOVERED IN GOOD CONDITION.
 KV6033
 KV6033                          STATION RECOVERY (2003)
 KV6033
 KV6033'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 KV6033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6789 ***********************************************************************
 KV6789  DESIGNATION -  11 C 2
 KV6789  PID         -  KV6789
 KV6789  STATE/COUNTY-  NJ/MERCER
 KV6789  USGS QUAD   -  PRINCETON (1981)
 KV6789
 KV6789                         *CURRENT SURVEY CONTROL
 KV6789  ___________________________________________________________________
 KV6789* NAD 83(1996)-  40 19 19.27462(N)    074 42 07.67429(W)     ADJUSTED  
 KV6789* NAVD 88     -        46.0    (meters)     151.     (feet)  GPS OBS   
 KV6789  ___________________________________________________________________
 KV6789  X           -   1,284,796.395 (meters)                     COMP
 KV6789  Y           -  -4,697,111.260 (meters)                     COMP
 KV6789  Z           -   4,105,320.113 (meters)                     COMP
 KV6789  LAPLACE CORR-           5.15  (seconds)                    DEFLEC99
 KV6789  ELLIP HEIGHT-          12.74  (meters)          (10/23/02) GPS OBS
 KV6789  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KV6789
 KV6789  HORZ ORDER  -  FIRST
 KV6789  ELLP ORDER  -  FOURTH    CLASS I
 KV6789
 KV6789.The horizontal coordinates were established by GPS observations
 KV6789.and adjusted by the National Geodetic Survey in May 1999..
 KV6789
 KV6789.The orthometric height was determined by GPS observations and a
 KV6789.high-resolution geoid model.
 KV6789
 KV6789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6789
 KV6789.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6789
 KV6789.The ellipsoidal height was determined by GPS observations
 KV6789.and is referenced to NAD 83.
 KV6789
 KV6789.The geoid height was determined by GEOID03.
 KV6789
 KV6789;                    North         East     Units Scale Factor Converg.
 KV6789;SPC NJ       -   165,286.890   132,822.257   MT  0.99990363   -0 07 50.9
 KV6789;SPC NJ       -   542,278.74    435,767.69   sFT  0.99990363   -0 07 50.9
 KV6789;UTM  18      - 4,463,541.932   525,306.124   MT  0.99960788   +0 11 33.9
 KV6789
 KV6789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6789!SPC NJ       -   0.99999800  x   0.99990363  =   0.99990163
 KV6789!UTM  18      -   0.99999800  x   0.99960788  =   0.99960588
 KV6789
 KV6789                          SUPERSEDED SURVEY CONTROL
 KV6789
 KV6789  ELLIP H (05/14/99)   12.76   (m)                       GP(       ) 4 1
 KV6789  NAD 83(1986)-  40 19 19.27410(N)    074 42 07.67621(W) AD(       ) 1
 KV6789  NGVD 29 (09/20/93)   46.4    (m)          152.     (f) GPS OBS        
 KV6789
 KV6789.Superseded values are not recommended for survey control.
 KV6789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6789.See file dsdata.txt to determine how the superseded data were derived.
 KV6789
 KV6789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2530663542(NAD 83)
 KV6789_MARKER: DD = SURVEY DISK
 KV6789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6789_SP_SET: CONCRETE POST
 KV6789_STAMPING: 11 C 2 SQUIBB 1990
 KV6789_MARK LOGO: NJGS  
 KV6789_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6789+STABILITY: SURFACE MOTION
 KV6789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6789+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1993
 KV6789
 KV6789  HISTORY     - Date     Condition        Report By
 KV6789  HISTORY     - 1990     MONUMENTED       NJGS
 KV6789  HISTORY     - 19930505 GOOD             NJGS
 KV6789
 KV6789                          STATION DESCRIPTION
 KV6789
 KV6789'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6789'THE STATION IS LOCATED IN LAWRENCE TOWNSHIP, ON THE NORTHWEST SIDE OF
 KV6789'U.S. HIGHWAY 206, ON THE GROUNDS OF THE SQUIBB CORPORATION
 KV6789'HEADQUARTERS.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 KV6789'HIGHWAY 295 AND U.S. HIGHWAY 206, GO NORTH FOR 5.1 KM (3.15 MI) ON
 KV6789'U.S. HIGHWAY 206 TO THE ENTRANCE TO THE SQUIBB HEADQUARTERS ON THE
 KV6789'LEFT. TURN LEFT AND GO 0.16KM NORTHWEST TO THE DRIVE BORDERING THE
 KV6789'LAKE IN FRONT OF THE BUILDING COMPLEX.  TURN RIGHT AND GO 0.32 KM
 KV6789'(0.20 MI) TO A SINGLE LANE PAVED ROAD ON THE RIGHT LEADING TO THE
 KV6789'HELICOPTER LANDING PAD.  TURN RIGHT AND GO 0.16 KM (0.10 MI) TO THE
 KV6789'NORTHEAST SIDE OF THE HELIPAD ON THE RIGHT AND THE STATION ON THE
 KV6789'LEFT IN A OPEN FIELD.  THE STATION IS 86 FT (26.2 M) SOUTH SOUTHEAST
 KV6789'FROM THE NORTHEAST CORNER OF THE FENCE AROUND THE HELIPAD, 88 FT
 KV6789'(26.8 M) NORTHEAST FROM THE SOUTHEAST CORNER OF THE FENCE AND 44 FT
 KV6789'(13.4 M) EAST FROM A HELICOPTER LANDING AREA, NO TRESPASSING SIGN.
 KV6789'THE STATION IS FLUSH WITH THE GROUND.  ACCESS TO THE STATION MAY BE
 KV6789'OBTAINED BY CONTACTING MR. FRED DE MAURO OF THE SQUIBB COMPANY
 KV6789'SECURITY DEPARTMENT AT AREA CODE 609 252 4175.
 KV6789
 KV6789                          STATION RECOVERY (1993)
 KV6789
 KV6789'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6875 ***********************************************************************
 KV6875  DESIGNATION -  11 C 3
 KV6875  PID         -  KV6875
 KV6875  STATE/COUNTY-  NJ/MERCER
 KV6875  USGS QUAD   -  PENNINGTON (1995)
 KV6875
 KV6875                         *CURRENT SURVEY CONTROL
 KV6875  ___________________________________________________________________
 KV6875* NAD 83(1996)-  40 22 23.32253(N)    074 47 55.60554(W)     ADJUSTED  
 KV6875* NAVD 88     -        92.2    (meters)     302.     (feet)  GPS OBS   
 KV6875  ___________________________________________________________________
 KV6875  X           -   1,275,916.833 (meters)                     COMP
 KV6875  Y           -  -4,695,758.709 (meters)                     COMP
 KV6875  Z           -   4,109,676.367 (meters)                     COMP
 KV6875  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 KV6875  ELLIP HEIGHT-          58.57  (meters)          (10/23/02) GPS OBS
 KV6875  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KV6875
 KV6875  HORZ ORDER  -  FIRST
 KV6875  ELLP ORDER  -  FOURTH    CLASS I
 KV6875
 KV6875.The horizontal coordinates were established by GPS observations
 KV6875.and adjusted by the National Geodetic Survey in May 1999..
 KV6875
 KV6875.The orthometric height was determined by GPS observations and a
 KV6875.high-resolution geoid model.
 KV6875
 KV6875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6875
 KV6875.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6875
 KV6875.The ellipsoidal height was determined by GPS observations
 KV6875.and is referenced to NAD 83.
 KV6875
 KV6875.The geoid height was determined by GEOID03.
 KV6875
 KV6875;                    North         East     Units Scale Factor Converg.
 KV6875;SPC NJ       -   170,986.490   124,628.020   MT  0.99990792   -0 11 36.7
 KV6875;SPC NJ       -   560,978.18    408,883.76   sFT  0.99990792   -0 11 36.7
 KV6875;UTM  18      - 4,469,193.449   517,082.284   MT  0.99960359   +0 07 49.2
 KV6875
 KV6875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6875!SPC NJ       -   0.99999081  x   0.99990792  =   0.99989873
 KV6875!UTM  18      -   0.99999081  x   0.99960359  =   0.99959441
 KV6875
 KV6875                          SUPERSEDED SURVEY CONTROL
 KV6875
 KV6875  ELLIP H (05/14/99)   58.59   (m)                       GP(       ) 4 1
 KV6875  NAD 83(1986)-  40 22 23.32152(N)    074 47 55.60793(W) AD(       ) 1
 KV6875
 KV6875.Superseded values are not recommended for survey control.
 KV6875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6875.See file dsdata.txt to determine how the superseded data were derived.
 KV6875
 KV6875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1708269193(NAD 83)
 KV6875_MARKER: DD = SURVEY DISK
 KV6875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6875_SP_SET: CONCRETE POST
 KV6875_STAMPING: 11 C 3 1993
 KV6875_MARK LOGO: NJGS  
 KV6875_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6875+STABILITY: SURFACE MOTION
 KV6875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6875+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2006
 KV6875
 KV6875  HISTORY     - Date     Condition        Report By
 KV6875  HISTORY     - 1993     MONUMENTED       NJGS
 KV6875  HISTORY     - 20060420 GOOD             AASCO
 KV6875
 KV6875                          STATION DESCRIPTION
 KV6875
 KV6875'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV6875'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP ON THE WEST SIDE OF STATE
 KV6875'HIGHWAY 31.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 KV6875'HIGHWAY 31 AND COUNTY ROAD 518, GO SOUTH ON STATE HIGHWAY 31 FOR 1.4
 KV6875'MI (2.3 KM) TO THE STATION ON THE RIGHT, SET FLUSH WITH THE GROUND,
 KV6875'ABOUT 110 M (360.9 FT) NORTH OF THE CROSSROADS INTERSECTION WITH MINE
 KV6875'ROAD.  THE STATION IS 35.8 M (117.5 FT) SOUTH FROM POLE NUMBER 64841
 KV6875'HW, ON THE WEST SIDE OF STATE HIGHWAY 31, 32.8 M (107.6 FT) NORTH
 KV6875'FROM POLE NUMBER E64840 HW, ON THE WEST SIDE OF STATE HIGHWAY 31,
 KV6875'17.5 M (57.4 FT) NORTHWEST FROM THE CENTER OF A DOUBLE INLET, 10.8 M
 KV6875'(35.4 FT) WEST FROM THE WEST EDGE OF PAVING OF STATE HIGHWAY 31 AND
 KV6875'2.0 M (6.6 FT) EAST FROM THE BASE OF A 2.O M HIGH SLOPE EMBANKMENT.
 KV6875
 KV6875                          STATION RECOVERY (2006)
 KV6875
 KV6875'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV6875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9798 ***********************************************************************
 DE9798  DESIGNATION -  11 C 4
 DE9798  PID         -  DE9798
 DE9798  STATE/COUNTY-  NJ/MERCER
 DE9798  USGS QUAD   -  TRENTON EAST (1981)
 DE9798
 DE9798                         *CURRENT SURVEY CONTROL
 DE9798  ___________________________________________________________________
 DE9798* NAD 83(1996)-  40 11 07.04624(N)    074 44 23.15704(W)     ADJUSTED  
 DE9798* NAVD 88     -         4.922  (meters)      16.15   (feet)  ADJUSTED  
 DE9798  ___________________________________________________________________
 DE9798  X           -   1,284,284.830 (meters)                     COMP
 DE9798  Y           -  -4,707,388.678 (meters)                     COMP
 DE9798  Z           -   4,093,706.671 (meters)                     COMP
 DE9798  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 DE9798  ELLIP HEIGHT-         -28.04  (meters)          (04/17/03) GPS OBS
 DE9798  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 DE9798  DYNAMIC HT  -           4.920 (meters)      16.14  (feet)  COMP
 DE9798  MODELED GRAV-     980,186.7   (mgal)                       NAVD 88
 DE9798
 DE9798  HORZ ORDER  -  FIRST
 DE9798  VERT ORDER  -  FIRST     CLASS II
 DE9798  ELLP ORDER  -  THIRD     CLASS I
 DE9798
 DE9798.The horizontal coordinates were established by GPS observations
 DE9798.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DE9798
 DE9798.The orthometric height was determined by differential leveling
 DE9798.and adjusted by the National Geodetic Survey in March 2005..
 DE9798
 DE9798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9798
 DE9798.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9798
 DE9798.The ellipsoidal height was determined by GPS observations
 DE9798.and is referenced to NAD 83.
 DE9798
 DE9798.The geoid height was determined by GEOID03.
 DE9798
 DE9798.The dynamic height is computed by dividing the NAVD 88
 DE9798.geopotential number by the normal gravity value computed on the
 DE9798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9798.degrees latitude (g = 980.6199 gals.).
 DE9798
 DE9798.The modeled gravity was interpolated from observed gravity values.
 DE9798
 DE9798;                    North         East     Units Scale Factor Converg.
 DE9798;SPC NJ       -   150,113.922   129,582.950   MT  0.99990513   -0 09 17.0
 DE9798;SPC NJ       -   492,498.76    425,140.06   sFT  0.99990513   -0 09 17.0
 DE9798;UTM  18      - 4,448,355.458   522,153.365   MT  0.99960604   +0 10 04.5
 DE9798
 DE9798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9798!SPC NJ       -   1.00000440  x   0.99990513  =   0.99990953
 DE9798!UTM  18      -   1.00000440  x   0.99960604  =   0.99961044
 DE9798
 DE9798|---------------------------------------------------------------------|
 DE9798| PID    Reference Object                     Distance      Geod. Az  |
 DE9798|                                                           dddmmss.s |
 DE9798| DE9797 11 F 4                              318.578 METERS 28818     |
 DE9798|---------------------------------------------------------------------|
 DE9798
 DE9798                          SUPERSEDED SURVEY CONTROL
 DE9798
 DE9798.No superseded survey control is available for this station.
 DE9798
 DE9798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2215348355(NAD 83)
 DE9798_MARKER: DD = SURVEY DISK
 DE9798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9798_STAMPING: 11 C 4 2001
 DE9798_MARK LOGO: NJGS  
 DE9798_PROJECTION: FLUSH
 DE9798_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9798+STABILITY: SURFACE MOTION
 DE9798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9798+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2002
 DE9798
 DE9798  HISTORY     - Date     Condition        Report By
 DE9798  HISTORY     - 2001     MONUMENTED       NJDT
 DE9798  HISTORY     - 20020223 GOOD             NJGS
 DE9798
 DE9798                          STATION DESCRIPTION
 DE9798
 DE9798'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DE9798'THE STATION IS LOCATED IN HAMILTON TOWNSHIP IN THE CENTER GRASS MEDIAN
 DE9798'OF STATE ROUTE
 DE9798'29, JUST WEST FROM A PAVED TURN AROUND IN THE MEDIAN, 16.0 M EAST
 DE9798'ALONG THE MEDIAN FROM
 DE9798'MILE POST 0.9
 DE9798' 
 DE9798'THE STATION IS 15.6 M WEST NORTHWEST FROM AN INLET IN THE CENTER GRASS
 DE9798'MEDIAN, 1.8 M
 DE9798'NORTHEAST FROM THE NORTHEAST EDGE OF PAVING, 4.6 M SOUTHWEST FROM THE
 DE9798'SOUTHWEST
 DE9798'EDGE OF PAVING, 15.0 M EAST SOUTHEAST FROM A DOUBLE INLET IN THE
 DE9798'CENTER MEDIAN, AND 5.4 M
 DE9798'WEST FROM A METAL WITNESS POST AND SIGN.  THE STATION IS SET FLUSH
 DE9798'WITH THE GROUND.
 DE9798'
 DE9798'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6037 ***********************************************************************
 KV6037  DESIGNATION -  11 D 1
 KV6037  PID         -  KV6037
 KV6037  STATE/COUNTY-  NJ/MERCER
 KV6037  USGS QUAD   -  TRENTON WEST (1995)
 KV6037
 KV6037                         *CURRENT SURVEY CONTROL
 KV6037  ___________________________________________________________________
 KV6037* NAD 83(1996)-  40 14 01.09059(N)    074 47 30.63996(W)     ADJUSTED  
 KV6037* NAVD 88     -        10.424  (meters)      34.20   (feet)  ADJUSTED  
 KV6037  ___________________________________________________________________
 KV6037  X           -   1,279,097.475 (meters)                     COMP
 KV6037  Y           -  -4,705,213.673 (meters)                     COMP
 KV6037  Z           -   4,097,809.702 (meters)                     COMP
 KV6037  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 KV6037  ELLIP HEIGHT-         -22.80  (meters)          (10/23/02) GPS OBS
 KV6037  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KV6037  DYNAMIC HT  -          10.419 (meters)      34.18  (feet)  COMP
 KV6037  MODELED GRAV-     980,170.9   (mgal)                       NAVD 88
 KV6037
 KV6037  HORZ ORDER  -  FIRST
 KV6037  VERT ORDER  -  FIRST     CLASS I
 KV6037  ELLP ORDER  -  FOURTH    CLASS I
 KV6037
 KV6037.The horizontal coordinates were established by GPS observations
 KV6037.and adjusted by the National Geodetic Survey in May 1999..
 KV6037
 KV6037.The orthometric height was determined by differential leveling
 KV6037.and adjusted by the National Geodetic Survey in June 1991..
 KV6037
 KV6037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6037
 KV6037.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6037
 KV6037.The ellipsoidal height was determined by GPS observations
 KV6037.and is referenced to NAD 83.
 KV6037
 KV6037.The geoid height was determined by GEOID03.
 KV6037
 KV6037.The dynamic height is computed by dividing the NAVD 88
 KV6037.geopotential number by the normal gravity value computed on the
 KV6037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6037.degrees latitude (g = 980.6199 gals.).
 KV6037
 KV6037.The modeled gravity was interpolated from observed gravity values.
 KV6037
 KV6037;                    North         East     Units Scale Factor Converg.
 KV6037;SPC NJ       -   155,494.909   125,165.888   MT  0.99990759   -0 11 18.6
 KV6037;SPC NJ       -   510,152.88    410,648.42   sFT  0.99990759   -0 11 18.6
 KV6037;SPC PA S     -   104,180.570   851,689.810   MT  0.99996664   +1 55 09.2
 KV6037;SPC PA S     -   341,799.09  2,794,252.32   sFT  0.99996664   +1 55 09.2
 KV6037;UTM  18      - 4,453,709.860   517,707.399   MT  0.99960386   +0 08 04.0
 KV6037
 KV6037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6037!SPC NJ       -   1.00000358  x   0.99990759  =   0.99991117
 KV6037!SPC PA S     -   1.00000358  x   0.99996664  =   0.99997022
 KV6037!UTM  18      -   1.00000358  x   0.99960386  =   0.99960744
 KV6037
 KV6037                          SUPERSEDED SURVEY CONTROL
 KV6037
 KV6037  ELLIP H (05/14/99)  -22.79   (m)                       GP(       ) 4 1
 KV6037  NAD 83(1986)-  40 14 01.08980(N)    074 47 30.64271(W) AD(       ) 1
 KV6037  NGVD 29 (01/10/92)   10.735  (m)           35.22   (f) ADJUSTED    1 1
 KV6037
 KV6037.Superseded values are not recommended for survey control.
 KV6037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6037.See file dsdata.txt to determine how the superseded data were derived.
 KV6037
 KV6037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1770753710(NAD 83)
 KV6037_MARKER: DD = SURVEY DISK
 KV6037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6037_SP_SET: CONCRETE POST
 KV6037_STAMPING: 11 D 1 1988
 KV6037_MARK LOGO: NJGS  
 KV6037_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6037+STABILITY: SURFACE MOTION
 KV6037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6037+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1990
 KV6037
 KV6037  HISTORY     - Date     Condition        Report By
 KV6037  HISTORY     - 1988     MONUMENTED       NJGS
 KV6037  HISTORY     - 19900223 GOOD             NJGS
 KV6037  HISTORY     - 20030429 MARK NOT FOUND   NJGS
 KV6037
 KV6037                          STATION DESCRIPTION
 KV6037
 KV6037'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6037'IN TRENTON, 1.1 KM (0.70 MI) SOUTHEAST ALONG WEST STATE STREET FROM
 KV6037'ITS INTERSECTION WITH SULLIVAN WAY AND STATE HIGHWAY ROUTE 29.  THE
 KV6037'STATION IS IN WEST END PARK BELONGING TO THE CITY OF TRENTON, SET IN
 KV6037'CENTERFIELD, IN LINE WITH HOME PLATE AND SECOND BASE OF THE LITTLE
 KV6037'LEAGUE BASEBALL FIELD.  THE FIELD IS LOCATED AT THE SOUTH END OF THE
 KV6037'PARK AT THE NORTH CORNER OF THE INTERSECTION OF WEST STATE STREET AND
 KV6037'PARKSIDE AVENUES, 73.1 M (239.8 FT) NORTHWEST OF HOME PLATE, 131.0 M
 KV6037'(429.8 FT) NORTHWEST OF THE NORTHWEST CURB OF PARKSIDE AVENUE, 71.6 M
 KV6037'(234.9 FT) SOUTHEAST OF THE SOUTHEAST CURB OF NORTH LENAPE AVENUE,
 KV6037'74.1 M (243.1 FT) NORTHEAST OF THE NORTHEAST CURB OF WEST STATE
 KV6037'STREET, 35.2 M (115.5 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF A CHAIN
 KV6037'LINK FENCE SURROUNDING A CLAY TENNIS COURT, 60.6 M (198.8 FT)
 KV6037'SOUTHWEST OF THE SOUTHEAST CORNER OF THE SAME FENCE, 14.7 M (48.2 FT)
 KV6037'SOUTH OF THE SAME FENCE, 15.1 M (49.5 FT) SOUTH OF THE ELEVENTH POST
 KV6037'SOUTHEAST OF THE SOUTHWEST CORNER OF THE SAME FENCE, 14.9 M (48.9 FT)
 KV6037'SOUTHWEST OF THE THIRTEENTH POST SOUTHEAST OF THE SOUTHWEST CORNER OF
 KV6037'THE SAME FENCE AND SET 0.05 M (0.2 FT) BELOW THE GROUND.
 KV6037
 KV6037                          STATION RECOVERY (1990)
 KV6037
 KV6037'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6037'THE STATION IS LOCATED IN THE CITY OF TRENTON ABOUT 1.1 KM (0.70 MI)
 KV6037'SOUTHEAST ALONG WEST STATE STREET FROM ITS INTERSECTION WITH SULLIVAN
 KV6037'WAY AND STATE HIGHWAY 29.  THE STATION IS IN WEST END PARK BELONGING
 KV6037'TO THE CITY OF TRENTON, SET IN CENTERFIELD, IN LINE WITH HOME PLATE
 KV6037'AND SECOND BASE OF THE LITTLE LEAGUE BASEBALL FIELD.  THE FIELD IS
 KV6037'LOCATED AT THE SOUTH END OF THE PARK AT THE NORTH CORNER OF THE
 KV6037'INTERSECTION OF WEST STATE STREET AND PARKSIDE AVENUES.  THE STATION
 KV6037'IS 73.1 M (239.8 FT) NORTHWEST OF HOME PLATE, 131.0 M (429.8 FT)
 KV6037'NORTHWEST OF THE NORTHWEST CURB OF PARKSIDE AVENUE, 71.6 M (234.9 FT)
 KV6037'SOUTHEAST OF THE SOUTHEAST CURB OF NORTH LENAPE AVENUE, 74.1 M
 KV6037'(243.1 FT) NORTHEAST OF THE NORTHEAST CURB OF WEST STATE STREET, 35.2
 KV6037'M (115.5 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE
 KV6037'SURROUNDING A CLAY TENNIS COURT, 60.6 M (198.8 FT) SOUTHWEST OF THE
 KV6037'SOUTHEAST CORNER OF THE SAME FENCE, 14.7 M (48.2 FT) SOUTH OF THE
 KV6037'SAME FENCE, 15.1 M (49.5 FT) SOUTH OF THE ELEVENTH POST SOUTHEAST OF
 KV6037'THE SOUTHWEST CORNER OF THE SAME FENCE, 14.9 M (48.9 FT) SOUTHWEST OF
 KV6037'THE THIRTEENTH POST SOUTHEAST OF THE SOUTHWEST CORNER OF THE SAME
 KV6037'FENCE AND SET 0.05 M (0.16 FT) BELOW THE GROUND.
 KV6037
 KV6037                          STATION RECOVERY (2003)
 KV6037
 KV6037'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (MVI)
 KV6037'MARK NOT FOUND. MONUMENT WAS FOUND WITH MARK RIPPED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6644 ***********************************************************************
 KV6644  DESIGNATION -  11 D 2
 KV6644  PID         -  KV6644
 KV6644  STATE/COUNTY-  NJ/MERCER
 KV6644  USGS QUAD   -  PENNINGTON (1995)
 KV6644
 KV6644                         *CURRENT SURVEY CONTROL
 KV6644  ___________________________________________________________________
 KV6644* NAD 83(1996)-  40 15 00.70080(N)    074 46 41.10472(W)     ADJUSTED  
 KV6644* NAVD 88     -        26.192  (meters)      85.93   (feet)  ADJUSTED  
 KV6644  ___________________________________________________________________
 KV6644  X           -   1,279,918.701 (meters)                     COMP
 KV6644  Y           -  -4,703,771.824 (meters)                     COMP
 KV6644  Z           -   4,099,223.326 (meters)                     COMP
 KV6644  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 KV6644  ELLIP HEIGHT-          -7.08  (meters)          (10/23/02) GPS OBS
 KV6644  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KV6644  DYNAMIC HT  -          26.180 (meters)      85.89  (feet)  COMP
 KV6644  MODELED GRAV-     980,169.5   (mgal)                       NAVD 88
 KV6644
 KV6644  HORZ ORDER  -  FIRST
 KV6644  VERT ORDER  -  FIRST     CLASS II
 KV6644  ELLP ORDER  -  FOURTH    CLASS I
 KV6644
 KV6644.The horizontal coordinates were established by GPS observations
 KV6644.and adjusted by the National Geodetic Survey in May 1999..
 KV6644
 KV6644.The orthometric height was determined by differential leveling
 KV6644.and adjusted by the National Geodetic Survey in January 1994..
 KV6644
 KV6644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6644
 KV6644.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6644
 KV6644.The ellipsoidal height was determined by GPS observations
 KV6644.and is referenced to NAD 83.
 KV6644
 KV6644.The geoid height was determined by GEOID03.
 KV6644
 KV6644.The dynamic height is computed by dividing the NAVD 88
 KV6644.geopotential number by the normal gravity value computed on the
 KV6644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6644.degrees latitude (g = 980.6199 gals.).
 KV6644
 KV6644.The modeled gravity was interpolated from observed gravity values.
 KV6644
 KV6644;                    North         East     Units Scale Factor Converg.
 KV6644;SPC NJ       -   157,329.599   126,342.525   MT  0.99990689   -0 10 46.8
 KV6644;SPC NJ       -   516,172.19    414,508.77   sFT  0.99990689   -0 10 46.8
 KV6644;SPC PA S     -   106,057.405   852,798.237   MT  0.99996559   +1 55 41.4
 KV6644;SPC PA S     -   347,956.67  2,797,888.88   sFT  0.99996559   +1 55 41.4
 KV6644;UTM  18      - 4,455,550.597   518,873.320   MT  0.99960438   +0 08 36.2
 KV6644
 KV6644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6644!SPC NJ       -   1.00000111  x   0.99990689  =   0.99990800
 KV6644!SPC PA S     -   1.00000111  x   0.99996559  =   0.99996670
 KV6644!UTM  18      -   1.00000111  x   0.99960438  =   0.99960549
 KV6644
 KV6644                          SUPERSEDED SURVEY CONTROL
 KV6644
 KV6644  ELLIP H (05/14/99)   -7.06   (m)                       GP(       ) 4 1
 KV6644  NAD 83(1986)-  40 15 00.69996(N)    074 46 41.10713(W) AD(       ) 1
 KV6644  NGVD 29 (01/10/92)   26.501  (m)           86.95   (f) ADJUSTED    1 2
 KV6644
 KV6644.Superseded values are not recommended for survey control.
 KV6644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6644.See file dsdata.txt to determine how the superseded data were derived.
 KV6644
 KV6644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1887355551(NAD 83)
 KV6644_MARKER: DD = SURVEY DISK
 KV6644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6644_SP_SET: CONCRETE POST
 KV6644_STAMPING: 11 D 2 1990
 KV6644_MARK LOGO: NJGS  
 KV6644_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6644+STABILITY: SURFACE MOTION
 KV6644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6644+SATELLITE: SATELLITE OBSERVATIONS - February 29, 1996
 KV6644
 KV6644  HISTORY     - Date     Condition        Report By
 KV6644  HISTORY     - 1990     MONUMENTED       NJGS
 KV6644  HISTORY     - 19901119 GOOD             NJGS
 KV6644  HISTORY     - 19911119 GOOD
 KV6644  HISTORY     - 19960229 GOOD             NJGS
 KV6644
 KV6644                          STATION DESCRIPTION
 KV6644
 KV6644'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6644'THE STATION IS LOCATED IN EWING TOWNSHIP, 0.16 KM (0.10 MI) WEST
 KV6644'NORTHWEST ALONG NORTH OLDEN AVENUE EXTENSION, COUNTY ROAD 622, FROM
 KV6644'ITS INTERSECTION WITH PENNINGTON ROAD, STATE ROUTE 31, TO THE STATION
 KV6644'ON THE LEFT. THE STATION IS IN FRONT OF THE SOUTHWEST END OF A LINE
 KV6644'OF STORES TO A STRIP SHOPPING CENTER ON THE SOUTH SIDE OF NORTH OLDEN
 KV6644'AVENUE EXTENSION, SET BETWEEN THE CURB AND SIDEWALK. THE STATION IS
 KV6644'3.15 M (10.33 FT) SOUTHEAST OF A FIRE HYDRANT, 1.90 M (6.23 FT) SOUTH
 KV6644'OF THE SOUTH CURBLINE OF NORTH OLDEN AVENUE EXTENSION, 9.6 M
 KV6644'(31.5 FT) SOUTH OF THE CENTERLINE OF NORTH OLDEN AVENUE EXTENSION,
 KV6644'26.9 M (88.3 FT) EAST OF POLE NUMBER BT 649, 10.1 M (33.1 FT)
 KV6644'SOUTHWEST OF POLE NUMBER 64811 EW, 16.1 M (52.8 FT) EAST OF THE
 KV6644'CENTERLINE OF THE DRIVEWAY INTO THE SHOPPING CENTER, 13.0 M
 KV6644'(42.7 FT) SOUTHWEST OF A SEWER MANHOLE AND FLUSH WITH THE GROUND.
 KV6644
 KV6644                          STATION RECOVERY (1990)
 KV6644
 KV6644'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6644'RECOVERED IN GOOD CONDITION.
 KV6644
 KV6644                          STATION RECOVERY (1991)
 KV6644
 KV6644'RECOVERED 1991
 KV6644'RECOVERED IN GOOD CONDITION.
 KV6644
 KV6644                          STATION RECOVERY (1996)
 KV6644
 KV6644'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 KV6644'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9792 ***********************************************************************
 DE9792  DESIGNATION -  11 D 4
 DE9792  PID         -  DE9792
 DE9792  STATE/COUNTY-  NJ/MERCER
 DE9792  USGS QUAD   -  TRENTON WEST (1995)
 DE9792
 DE9792                         *CURRENT SURVEY CONTROL
 DE9792  ___________________________________________________________________
 DE9792* NAD 83(1996)-  40 11 40.59071(N)    074 45 07.10854(W)     ADJUSTED  
 DE9792* NAVD 88     -        12.599  (meters)      41.34   (feet)  ADJUSTED  
 DE9792  ___________________________________________________________________
 DE9792  X           -   1,283,107.672 (meters)                     COMP
 DE9792  Y           -  -4,707,023.680 (meters)                     COMP
 DE9792  Z           -   4,094,501.966 (meters)                     COMP
 DE9792  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 DE9792  ELLIP HEIGHT-         -20.41  (meters)          (04/17/03) GPS OBS
 DE9792  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 DE9792  DYNAMIC HT  -          12.594 (meters)      41.32  (feet)  COMP
 DE9792  MODELED GRAV-     980,183.5   (mgal)                       NAVD 88
 DE9792
 DE9792  HORZ ORDER  -  FIRST
 DE9792  VERT ORDER  -  FIRST     CLASS II
 DE9792  ELLP ORDER  -  THIRD     CLASS I
 DE9792
 DE9792.The horizontal coordinates were established by GPS observations
 DE9792.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DE9792
 DE9792.The orthometric height was determined by differential leveling
 DE9792.and adjusted by the National Geodetic Survey in March 2005..
 DE9792
 DE9792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9792
 DE9792.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9792
 DE9792.The ellipsoidal height was determined by GPS observations
 DE9792.and is referenced to NAD 83.
 DE9792
 DE9792.The geoid height was determined by GEOID03.
 DE9792
 DE9792.The dynamic height is computed by dividing the NAVD 88
 DE9792.geopotential number by the normal gravity value computed on the
 DE9792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9792.degrees latitude (g = 980.6199 gals.).
 DE9792
 DE9792.The modeled gravity was interpolated from observed gravity values.
 DE9792
 DE9792;                    North         East     Units Scale Factor Converg.
 DE9792;SPC NJ       -   151,151.344   128,546.259   MT  0.99990566   -0 09 45.4
 DE9792;SPC NJ       -   495,902.37    421,738.85   sFT  0.99990566   -0 09 45.4
 DE9792;UTM  18      - 4,449,386.716   521,111.161   MT  0.99960549   +0 09 36.3
 DE9792
 DE9792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9792!SPC NJ       -   1.00000320  x   0.99990566  =   0.99990886
 DE9792!UTM  18      -   1.00000320  x   0.99960549  =   0.99960869
 DE9792
 DE9792:                Primary Azimuth Mark                     Grid Az
 DE9792:SPC NJ       -  853 9993 K TIDAL                         221 25 33.0
 DE9792:UTM  18      -  853 9993 K TIDAL                         221 06 11.3
 DE9792
 DE9792|---------------------------------------------------------------------|
 DE9792| PID    Reference Object                     Distance      Geod. Az  |
 DE9792|                                                           dddmmss.s |
 DE9792| DE9827 853 9993 K TIDAL                    APPROX. 0.5 KM 2211547.6 |
 DE9792| DE9791 11 V 3                              388.816 METERS 35100     |
 DE9792|---------------------------------------------------------------------|
 DE9792
 DE9792                          SUPERSEDED SURVEY CONTROL
 DE9792
 DE9792.No superseded survey control is available for this station.
 DE9792
 DE9792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2111149387(NAD 83)
 DE9792_MARKER: DD = SURVEY DISK
 DE9792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9792_STAMPING: 11 D 4 2001
 DE9792_MARK LOGO: NJGS  
 DE9792_PROJECTION: FLUSH
 DE9792_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9792+STABILITY: SURFACE MOTION
 DE9792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9792+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DE9792
 DE9792  HISTORY     - Date     Condition        Report By
 DE9792  HISTORY     - 2001     MONUMENTED       NJGS
 DE9792  HISTORY     - 20020202 GOOD             NJGS
 DE9792
 DE9792                          STATION DESCRIPTION
 DE9792
 DE9792'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DE9792'THE STATION IS LOCATED IN HAMILTON TOWNSHIP ON THE EAST SIDE OF STATE
 DE9792'ROUTE 129 RAMP G
 DE9792'AT THE JUNCTION WITH STATE ROUTE 129 RAMP F.  TO REACH THE STATION
 DE9792'FROM THE
 DE9792'INTERSECTION OF LAMBERTON ROAD AND STATE ROUTE 129 LAMBERTON
 DE9792'CONNECTOR, GO 0.8 MI
 DE9792'NORTH ON LAMBERTON CONNECTOR AND RAMP G TO THE STATION ON THE RIGHT,
 DE9792'SET FLUSH WITH
 DE9792'THE GROUND.
 DE9792' 
 DE9792'THE STATION IS 0.9 M EAST FROM THE EAST CURB OF RAMP G, 27.2 M SOUTH
 DE9792'FROM AN INLET, 2.0 M
 DE9792'NORTHWEST FROM AN ALUMINUM OVERHEAD LIGHT POLE NUMBER B 01137, 6.3 M
 DE9792'NORTHWEST FROM
 DE9792'THE END OF THE STEEL BEAM GUIDERAIL ON THE EAST SIDE OF RAMP G, AND
 DE9792'5.2 M SOUTH FROM A
 DE9792'WITNESS SIGN ATTACHED TO A METAL POST WITH A SIGN FOR MILE POINT 0.8
 DE9792'ON THE EAST SIDE OF
 DE9792'STATE ROUTE 129 RAMP G.
 DE9792'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0927 ***********************************************************************
 JU0927  DESIGNATION -  11 DELAIR PRR
 JU0927  PID         -  JU0927
 JU0927  STATE/COUNTY-  NJ/CAMDEN
 JU0927  USGS QUAD   -  CAMDEN (1995)
 JU0927
 JU0927                         *CURRENT SURVEY CONTROL
 JU0927  ___________________________________________________________________
 JU0927* NAD 83(1986)-  39 58 41.     (N)    075 03 44.     (W)     SCALED    
 JU0927* NAVD 88     -        13.084  (meters)      42.93   (feet)  ADJUSTED  
 JU0927  ___________________________________________________________________
 JU0927  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU0927  DYNAMIC HT  -          13.078 (meters)      42.91  (feet)  COMP
 JU0927  MODELED GRAV-     980,187.8   (mgal)                       NAVD 88
 JU0927
 JU0927  VERT ORDER  -  FIRST     CLASS II
 JU0927
 JU0927.The horizontal coordinates were scaled from a topographic map and have
 JU0927.an estimated accuracy of +/- 6 seconds.
 JU0927
 JU0927.The orthometric height was determined by differential leveling
 JU0927.and adjusted by the National Geodetic Survey in June 1991..
 JU0927
 JU0927.The geoid height was determined by GEOID03.
 JU0927
 JU0927.The dynamic height is computed by dividing the NAVD 88
 JU0927.geopotential number by the normal gravity value computed on the
 JU0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0927.degrees latitude (g = 980.6199 gals.).
 JU0927
 JU0927.The modeled gravity was interpolated from observed gravity values.
 JU0927
 JU0927;                    North         East    Units  Estimated Accuracy
 JU0927;SPC NJ       -   127,230.      101,980.      MT  (+/- 180 meters Scaled)
 JU0927
 JU0927                          SUPERSEDED SURVEY CONTROL
 JU0927
 JU0927  NGVD 29 (01/10/92)   13.404  (m)           43.98   (f) ADJUSTED    1 2
 JU0927
 JU0927.Superseded values are not recommended for survey control.
 JU0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0927.See file dsdata.txt to determine how the superseded data were derived.
 JU0927
 JU0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK946253(NAD 83)
 JU0927_MARKER: B = BOLT
 JU0927_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0927_SP_SET: STEP
 JU0927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0927
 JU0927  HISTORY     - Date     Condition        Report By
 JU0927  HISTORY     - UNK      MONUMENTED       PRR
 JU0927  HISTORY     - 1946     GOOD             CGS
 JU0927  HISTORY     - 1974     GOOD             NGS
 JU0927
 JU0927                          STATION DESCRIPTION
 JU0927
 JU0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JU0927'AT DELAIR.
 JU0927'AT DELAIR, CAMDEN COUNTY, AT THE DELAWARE RIVER RAILROAD BRIDGE,
 JU0927'AT THE NORTH END OF THE EAST ABUTMENT, IN THE TOP STONE STEP.  A
 JU0927'COPPER BOLT WITH B.M. ABOVE IT AND 11 BELOW IT, CUT IN THE STONE.
 JU0927
 JU0927                          STATION RECOVERY (1974)
 JU0927
 JU0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JU0927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6038 ***********************************************************************
 KV6038  DESIGNATION -  11 E 1
 KV6038  PID         -  KV6038
 KV6038  STATE/COUNTY-  NJ/MERCER
 KV6038  USGS QUAD   -  TRENTON WEST (1995)
 KV6038
 KV6038                         *CURRENT SURVEY CONTROL
 KV6038  ___________________________________________________________________
 KV6038* NAD 83(1986)-  40 14 39.     (N)    074 49 08.     (W)     SCALED    
 KV6038* NAVD 88     -        17.392  (meters)      57.06   (feet)  ADJUSTED  
 KV6038  ___________________________________________________________________
 KV6038  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KV6038  DYNAMIC HT  -          17.384 (meters)      57.03  (feet)  COMP
 KV6038  MODELED GRAV-     980,165.5   (mgal)                       NAVD 88
 KV6038
 KV6038  VERT ORDER  -  FIRST     CLASS I
 KV6038
 KV6038.The horizontal coordinates were scaled from a topographic map and have
 KV6038.an estimated accuracy of +/- 6 seconds.
 KV6038
 KV6038.The orthometric height was determined by differential leveling
 KV6038.and adjusted by the National Geodetic Survey in June 1991..
 KV6038
 KV6038.The geoid height was determined by GEOID03.
 KV6038
 KV6038.The dynamic height is computed by dividing the NAVD 88
 KV6038.geopotential number by the normal gravity value computed on the
 KV6038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6038.degrees latitude (g = 980.6199 gals.).
 KV6038
 KV6038.The modeled gravity was interpolated from observed gravity values.
 KV6038
 KV6038;                    North         East    Units  Estimated Accuracy
 KV6038;SPC NJ       -   156,670.      122,870.      MT  (+/- 180 meters Scaled)
 KV6038
 KV6038                          SUPERSEDED SURVEY CONTROL
 KV6038
 KV6038  NGVD 29 (01/10/92)   17.698  (m)           58.06   (f) ADJUSTED    1 1
 KV6038
 KV6038.Superseded values are not recommended for survey control.
 KV6038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6038.See file dsdata.txt to determine how the superseded data were derived.
 KV6038
 KV6038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK154548(NAD 83)
 KV6038_MARKER: DD = SURVEY DISK
 KV6038_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV6038_SP_SET: RETAINING WALL
 KV6038_STAMPING: 11 E 1 1988
 KV6038_MARK LOGO: NJGS  
 KV6038_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6038+STABILITY: SURFACE MOTION
 KV6038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6038+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KV6038
 KV6038  HISTORY     - Date     Condition        Report By
 KV6038  HISTORY     - 1988     MONUMENTED       NJGS
 KV6038
 KV6038                          STATION DESCRIPTION
 KV6038
 KV6038'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6038'IN EWING TOWNSHIP, ABOUT 0.4 KM (0.25 MI) WEST ALONG LOWER FERRY ROAD
 KV6038'FROM ITS INTERSECTION WITH STATE HIGHWAY ROUTE 29, SET ON THE
 KV6038'SOUTHWEST BANK OF THE DELAWARE RARITAN CANAL ON THE SOUTHWEST CORNER
 KV6038'OF THE CONCRETE WINGWALL OF THE CANAL LOCKS AT THE GAUGE STATION, 36.6
 KV6038'M (120.1 FT) EAST OF A FIRE HYDRANT, 13.15 M (43.1 FT) NORTHEAST OF A
 KV6038'GUIDEWIRE, 13.1 M (43.0 FT) NORTHEAST OF POLE NUMBER E62331EW, SET
 KV6038'FLUSH WITH THE TOP OF THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6646 ***********************************************************************
 KV6646  DESIGNATION -  11 E 2
 KV6646  PID         -  KV6646
 KV6646  STATE/COUNTY-  NJ/MERCER
 KV6646  USGS QUAD   -  TRENTON WEST (1995)
 KV6646
 KV6646                         *CURRENT SURVEY CONTROL
 KV6646  ___________________________________________________________________
 KV6646* NAD 83(1996)-  40 14 07.97193(N)    074 46 18.55466(W)     ADJUSTED  
 KV6646* NAVD 88     -        34.855  (meters)     114.35   (feet)  ADJUSTED  
 KV6646  ___________________________________________________________________
 KV6646  X           -   1,280,710.667 (meters)                     COMP
 KV6646  Y           -  -4,704,652.102 (meters)                     COMP
 KV6646  Z           -   4,097,987.534 (meters)                     COMP
 KV6646  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 KV6646  ELLIP HEIGHT-           1.66  (meters)          (10/23/02) GPS OBS
 KV6646  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KV6646  DYNAMIC HT  -          34.839 (meters)     114.30  (feet)  COMP
 KV6646  MODELED GRAV-     980,173.1   (mgal)                       NAVD 88
 KV6646
 KV6646  HORZ ORDER  -  FIRST
 KV6646  VERT ORDER  -  FIRST     CLASS II
 KV6646  ELLP ORDER  -  FOURTH    CLASS I
 KV6646
 KV6646.The horizontal coordinates were established by GPS observations
 KV6646.and adjusted by the National Geodetic Survey in May 1999..
 KV6646
 KV6646.The orthometric height was determined by differential leveling
 KV6646.and adjusted by the National Geodetic Survey in January 1994..
 KV6646
 KV6646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6646
 KV6646.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6646
 KV6646.The ellipsoidal height was determined by GPS observations
 KV6646.and is referenced to NAD 83.
 KV6646
 KV6646.The geoid height was determined by GEOID03.
 KV6646
 KV6646.The dynamic height is computed by dividing the NAVD 88
 KV6646.geopotential number by the normal gravity value computed on the
 KV6646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6646.degrees latitude (g = 980.6199 gals.).
 KV6646
 KV6646.The modeled gravity was interpolated from observed gravity values.
 KV6646
 KV6646;                    North         East     Units Scale Factor Converg.
 KV6646;SPC NJ       -   155,701.724   126,870.430   MT  0.99990658   -0 10 32.1
 KV6646;SPC NJ       -   510,831.41    416,240.74   sFT  0.99990658   -0 10 32.1
 KV6646;SPC PA S     -   104,449.953   853,385.693   MT  0.99996651   +1 55 56.0
 KV6646;SPC PA S     -   342,682.89  2,799,816.23   sFT  0.99996651   +1 55 56.0
 KV6646;UTM  18      - 4,453,926.215   519,410.232   MT  0.99960464   +0 08 50.6
 KV6646
 KV6646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6646!SPC NJ       -   0.99999974  x   0.99990658  =   0.99990632
 KV6646!SPC PA S     -   0.99999974  x   0.99996651  =   0.99996625
 KV6646!UTM  18      -   0.99999974  x   0.99960464  =   0.99960438
 KV6646
 KV6646                          SUPERSEDED SURVEY CONTROL
 KV6646
 KV6646  ELLIP H (05/14/99)    1.67   (m)                       GP(       ) 4 1
 KV6646  NAD 83(1986)-  40 14 07.97150(N)    074 46 18.55708(W) AD(       ) 1
 KV6646  NGVD 29 (01/10/92)   35.168  (m)          115.38   (f) ADJUSTED    1 2
 KV6646
 KV6646.Superseded values are not recommended for survey control.
 KV6646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6646.See file dsdata.txt to determine how the superseded data were derived.
 KV6646
 KV6646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1941053926(NAD 83)
 KV6646_MARKER: DD = SURVEY DISK
 KV6646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6646_SP_SET: CONCRETE POST
 KV6646_STAMPING: 11 E 2 1990
 KV6646_MARK LOGO: NJGS  
 KV6646_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6646+STABILITY: SURFACE MOTION
 KV6646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6646+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1992
 KV6646
 KV6646  HISTORY     - Date     Condition        Report By
 KV6646  HISTORY     - 1990     MONUMENTED       NJGS
 KV6646  HISTORY     - 19901119 GOOD             NJGS
 KV6646  HISTORY     - 19911119 GOOD
 KV6646  HISTORY     - 19920821 GOOD             NJGS
 KV6646
 KV6646                          STATION DESCRIPTION
 KV6646
 KV6646'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6646'THE STATION IS LOCATED IN THE CITY OF TRENTON, AT THE SOUTH CORNER OF
 KV6646'THE CITY OF TRENTON RESERVOIR PROPERTY, AT THE NORTH CORNER OF THE
 KV6646'JUNTION OF PENNINGTON ROAD, STATE ROUTE 31, AND PROSPECT STREET.  THE
 KV6646'STATION IS SET IN THE GRASSY AREA  BEHIND THE STONE WALL SURROUNDING
 KV6646'THE RESERVOIR COMPLEX, 15.0 M (49.2 FT) EAST OF POLE NUMBER A64873,
 KV6646'11.4 M (37.4 FT) NORTHEAST OF THE CURBLINE OF PENNINGTON AVENUE, 9.7
 KV6646'M (31.8 FT) EAST OF THE EAST CORNER OF THE FIRST STONE COLUMN WEST OF
 KV6646'THE MAIN GATE AT THE SOUTH CORNER OF THE COMPLEX, 13.1 M (43.0 FT)
 KV6646'NORTHWEST OF THE NORTHWEST CORNER OF THE EAST GATE COLUMN AT THE SOUTH
 KV6646'ENTRANCE, 8.9 M (29.2 FT) NORTH OF THE NORTHWEST CORNER OF THE WEST
 KV6646'GATE COLUMN AT THE SOUTH ENTRANCE, 24.7 M (81.0 FT) NORTHWEST OF POLE
 KV6646'NUMBER E62857 TN, 11.6 M (38.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 KV6646'OF THE BOTTOM GRANITE STEP OF THE STAIRWAY LEADING TO THE TOP OF THE
 KV6646'RESERVOIR, SET FLUSH WITH THE GROUND AND ABOUT 0.3 M (1.0 FT) ABOVE
 KV6646'THE SIDEWALK.
 KV6646
 KV6646                          STATION RECOVERY (1990)
 KV6646
 KV6646'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6646'RECOVERED IN GOOD CONDITION.
 KV6646
 KV6646                          STATION RECOVERY (1991)
 KV6646
 KV6646'RECOVERED 1991
 KV6646'RECOVERED IN GOOD CONDITION.
 KV6646
 KV6646                          STATION RECOVERY (1992)
 KV6646
 KV6646'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV6646'THE STATION IS LOCATED IN THE CITY OF TRENTON, AT THE SOUTH CORNER OF
 KV6646'THE CITY OF TRENTON RESERVOIR PROPERTY, AT THE NORTH CORNER OF THE
 KV6646'JUNCTION OF PENNINGTON ROAD, STATE ROUTE 31, AND PROSPECT STREET. THE
 KV6646'STATION IS SET IN THE GRASSY AREA BEHIND THE STONE WALL SURROUNDING
 KV6646'THE RESERVOIR COMPLEX, 15.0 M (49.2 FT) EAST OF POLE NUMBER A64873,
 KV6646'11.4 M (37.4 FT) NORTHEAST OF THE CURBLINE OF PENNINGTON ROAD, 9.7 M
 KV6646'(31.8 FT) EAST OF THE EAST CORNER OF THE FIRST STONE COLUMN WEST OF
 KV6646'THE MAIN GATE AT THE SOUTH CORNER OF THE COMPLEX, 13.1 M (43.0 FT)
 KV6646'NORTHWEST OF THE NORTHWEST CORNER OF THE EAST GATE COLUMN AT THE SOUTH
 KV6646'ENTRANCE, 8.9 M (29.2 FT) NORTH OF THE NORTHWEST CORNER OF THE WEST
 KV6646'GATE COLUMN AT THE SOUTH ENTRANCE, 24.7 NORTHWEST OF POLE NUMBER
 KV6646'E62857 TN, 11.6 M (38.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 KV6646'BOTTOM GRANITE STEP OF THE STAIRWAY LEADING TO THE TOP OF THE
 KV6646'RESERVOIR, SET FLUSH WITH THE GROUND AND ABOUT 0.3 M (1.0 FT) ABOVE
 KV6646'THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6877 ***********************************************************************
 KV6877  DESIGNATION -  11 E 3
 KV6877  PID         -  KV6877
 KV6877  STATE/COUNTY-  NJ/MERCER
 KV6877  USGS QUAD   -  PENNINGTON (1995)
 KV6877
 KV6877                         *CURRENT SURVEY CONTROL
 KV6877  ___________________________________________________________________
 KV6877* NAD 83(1996)-  40 21 30.34246(N)    074 45 19.88711(W)     ADJUSTED  
 KV6877* NAVD 88     -        52.1    (meters)     171.     (feet)  GPS OBS   
 KV6877  ___________________________________________________________________
 KV6877  X           -   1,279,731.801 (meters)                     COMP
 KV6877  Y           -  -4,695,785.935 (meters)                     COMP
 KV6877  Z           -   4,108,405.393 (meters)                     COMP
 KV6877  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 KV6877  ELLIP HEIGHT-          18.65  (meters)          (10/23/02) GPS OBS
 KV6877  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KV6877
 KV6877  HORZ ORDER  -  FIRST
 KV6877  ELLP ORDER  -  FOURTH    CLASS I
 KV6877
 KV6877.The horizontal coordinates were established by GPS observations
 KV6877.and adjusted by the National Geodetic Survey in May 1999..
 KV6877
 KV6877.The orthometric height was determined by GPS observations and a
 KV6877.high-resolution geoid model.
 KV6877
 KV6877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6877
 KV6877.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6877
 KV6877.The ellipsoidal height was determined by GPS observations
 KV6877.and is referenced to NAD 83.
 KV6877
 KV6877.The geoid height was determined by GEOID03.
 KV6877
 KV6877;                    North         East     Units Scale Factor Converg.
 KV6877;SPC NJ       -   169,340.976   128,296.478   MT  0.99990580   -0 09 55.7
 KV6877;SPC NJ       -   555,579.52    420,919.36   sFT  0.99990580   -0 09 55.7
 KV6877;UTM  18      - 4,467,569.186   520,758.871   MT  0.99960530   +0 09 29.9
 KV6877
 KV6877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6877!SPC NJ       -   0.99999707  x   0.99990580  =   0.99990287
 KV6877!UTM  18      -   0.99999707  x   0.99960530  =   0.99960238
 KV6877
 KV6877                          SUPERSEDED SURVEY CONTROL
 KV6877
 KV6877  ELLIP H (05/14/99)   18.67   (m)                       GP(       ) 4 1
 KV6877  NAD 83(1986)-  40 21 30.34154(N)    074 45 19.88920(W) AD(       ) 1
 KV6877
 KV6877.Superseded values are not recommended for survey control.
 KV6877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6877.See file dsdata.txt to determine how the superseded data were derived.
 KV6877
 KV6877_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2075967569(NAD 83)
 KV6877_MARKER: DD = SURVEY DISK
 KV6877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6877_SP_SET: CONCRETE POST
 KV6877_STAMPING: 11 E 3 1993
 KV6877_MARK LOGO: NJGS  
 KV6877_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6877+STABILITY: SURFACE MOTION
 KV6877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6877+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV6877
 KV6877  HISTORY     - Date     Condition        Report By
 KV6877  HISTORY     - 1993     MONUMENTED       NJGS
 KV6877
 KV6877                          STATION DESCRIPTION
 KV6877
 KV6877'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV6877'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP ON THE NORTHEAST SIDE OF
 KV6877'PENNINGTON ROCKY HILL ROAD, COUNTY ROAD 624.  TO REACH THE STATION
 KV6877'FROM THE INTERSECTION OF STATE ROUTE 31 AND DELAWARE AVENUE IN THE
 KV6877'BOROUGH OF PENNINGTON, GO EAST ON DELAWARE AVENUE FOR 1.0 MI
 KV6877'(1.6 KM) TO A FORK IN THE ROAD.  TAKE THE LEFT FORK AND GO NORTHEAST
 KV6877'ON PENNINGTON ROCKY HILL ROAD, COUNTY ROAD 624 FOR 2.5 MI (4.0 KM) TO
 KV6877'THE STATION ON THE RIGHT, NEAR A ONE STORY BRICK PUMP HOUSE
 KV6877'SURROUNDED BY A 6 FT (1.8 M) HIGH CHAIN LINK AND BARBED WIRE FENCE.
 KV6877'THE STATION IS 7.1 M (23.3 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 KV6877'THE 6 FT (1.8 M) HIGH CHAIN LINK AND BARBED WIRE FENCE, 14.0 M
 KV6877'(45.9 FT) SOUTHEAST FROM THE CENTERLINE OF COUNTY ROAD 624, 25.9 M
 KV6877'(85.0 FT) EAST FROM POLE NUMBER A 61935, 21.1 M (69.2 FT) SOUTHWEST
 KV6877'FROM THE EXTENDED CENTERLINE OF DARROW DRIVE, 21.0 M (68.9 FT) WEST
 KV6877'FROM THE SOUTHEAST CORNER OF THE 6 FT (1.8 M) HIGH CHAIN LINK AND
 KV6877'BARBED WIRE FENCE AND 28.0 M (91.9 FT) SOUTH SOUTHWEST FROM POLE
 KV6877'NUMBER E61612 HW.  THE STATION IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9796 ***********************************************************************
 DE9796  DESIGNATION -  11 E 4
 DE9796  PID         -  DE9796
 DE9796  STATE/COUNTY-  NJ/MERCER
 DE9796  USGS QUAD   -  TRENTON EAST (1981)
 DE9796
 DE9796                         *CURRENT SURVEY CONTROL
 DE9796  ___________________________________________________________________
 DE9796* NAD 83(1986)-  40 11 27.     (N)    074 44 56.     (W)     SCALED    
 DE9796* NAVD 88     -        11.867  (meters)      38.93   (feet)  ADJUSTED  
 DE9796  ___________________________________________________________________
 DE9796  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 DE9796  DYNAMIC HT  -          11.862 (meters)      38.92  (feet)  COMP
 DE9796  MODELED GRAV-     980,184.6   (mgal)                       NAVD 88
 DE9796
 DE9796  VERT ORDER  -  FIRST     CLASS II
 DE9796
 DE9796.The horizontal coordinates were scaled from a topographic map and have
 DE9796.an estimated accuracy of +/- 6 seconds.
 DE9796
 DE9796.The orthometric height was determined by differential leveling
 DE9796.and adjusted by the National Geodetic Survey in March 2005..
 DE9796
 DE9796.The geoid height was determined by GEOID03.
 DE9796
 DE9796.The dynamic height is computed by dividing the NAVD 88
 DE9796.geopotential number by the normal gravity value computed on the
 DE9796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9796.degrees latitude (g = 980.6199 gals.).
 DE9796
 DE9796.The modeled gravity was interpolated from observed gravity values.
 DE9796
 DE9796;                    North         East    Units  Estimated Accuracy
 DE9796;SPC NJ       -   150,730.      128,810.      MT  (+/- 180 meters Scaled)
 DE9796
 DE9796                          SUPERSEDED SURVEY CONTROL
 DE9796
 DE9796.No superseded survey control is available for this station.
 DE9796
 DE9796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK213489(NAD 83)
 DE9796_MARKER: DD = SURVEY DISK
 DE9796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9796_STAMPING: 11 E 4 2001
 DE9796_MARK LOGO: NJGS  
 DE9796_PROJECTION: FLUSH
 DE9796_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9796+STABILITY: SURFACE MOTION
 DE9796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9796+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DE9796
 DE9796  HISTORY     - Date     Condition        Report By
 DE9796  HISTORY     - 2002     MONUMENTED       NJGS
 DE9796  HISTORY     - 20020202 GOOD             NJGS
 DE9796
 DE9796                          STATION DESCRIPTION
 DE9796
 DE9796'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DE9796'THE STATION IS LOCATED IN HAMILTON TOWNSHIP ON THE SOUTHWEST SIDE OF
 DE9796'THE SOUTHBOUND
 DE9796'LANES OF STATE ROUTE 29.
 DE9796' 
 DE9796'THE STATION IS 14.4 M NORTH FROM A METAL POST WITH TRAFFIC SIGN FOR
 DE9796'MILE POINT 1.5, 0.7 M
 DE9796'WEST FROM THE WEST EDGE OF THE SOUTHBOUND LANES OF STATE ROUTE 29, AND
 DE9796'0.3 M EAST
 DE9796'FROM THE EAST FACE OF A STEEL BEAM GUIDE RAIL ON THE SOUTHWEST SIDE OF
 DE9796'STATE ROUTE 29.
 DE9796'THE STATION IS SET FLUSH WITH THE GROUND.
 DE9796'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6047 ***********************************************************************
 KV6047  DESIGNATION -  11 F 1
 KV6047  PID         -  KV6047
 KV6047  STATE/COUNTY-  NJ/MERCER
 KV6047  USGS QUAD   -  PENNINGTON (1995)
 KV6047
 KV6047                         *CURRENT SURVEY CONTROL
 KV6047  ___________________________________________________________________
 KV6047* NAD 83(1996)-  40 17 20.04938(N)    074 48 47.73663(W)     ADJUSTED  
 KV6047* NAVD 88     -        48.948  (meters)     160.59   (feet)  ADJUSTED  
 KV6047  ___________________________________________________________________
 KV6047  X           -   1,276,307.380 (meters)                     COMP
 KV6047  Y           -  -4,701,892.098 (meters)                     COMP
 KV6047  Z           -   4,102,517.416 (meters)                     COMP
 KV6047  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 KV6047  ELLIP HEIGHT-          15.46  (meters)          (10/23/02) GPS OBS
 KV6047  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KV6047  DYNAMIC HT  -          48.925 (meters)     160.51  (feet)  COMP
 KV6047  MODELED GRAV-     980,159.1   (mgal)                       NAVD 88
 KV6047
 KV6047  HORZ ORDER  -  FIRST
 KV6047  VERT ORDER  -  FIRST     CLASS I
 KV6047  ELLP ORDER  -  FOURTH    CLASS I
 KV6047
 KV6047.The horizontal coordinates were established by GPS observations
 KV6047.and adjusted by the National Geodetic Survey in May 1999..
 KV6047
 KV6047.The orthometric height was determined by differential leveling
 KV6047.and adjusted by the National Geodetic Survey in June 1991..
 KV6047
 KV6047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6047
 KV6047.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6047
 KV6047.The ellipsoidal height was determined by GPS observations
 KV6047.and is referenced to NAD 83.
 KV6047
 KV6047.The geoid height was determined by GEOID03.
 KV6047
 KV6047.The dynamic height is computed by dividing the NAVD 88
 KV6047.geopotential number by the normal gravity value computed on the
 KV6047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6047.degrees latitude (g = 980.6199 gals.).
 KV6047
 KV6047.The modeled gravity was interpolated from observed gravity values.
 KV6047
 KV6047;                    North         East     Units Scale Factor Converg.
 KV6047;SPC NJ       -   161,637.281   123,365.224   MT  0.99990873   -0 12 09.2
 KV6047;SPC NJ       -   530,304.98    404,740.74   sFT  0.99990873   -0 12 09.2
 KV6047;SPC PA S     -   110,252.902   849,664.332   MT  0.99996347   +1 54 19.2
 KV6047;SPC PA S     -   361,721.40  2,787,607.06   sFT  0.99996347   +1 54 19.2
 KV6047;UTM  18      - 4,459,840.110   515,872.680   MT  0.99960310   +0 07 14.7
 KV6047
 KV6047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6047!SPC NJ       -   0.99999757  x   0.99990873  =   0.99990630
 KV6047!SPC PA S     -   0.99999757  x   0.99996347  =   0.99996104
 KV6047!UTM  18      -   0.99999757  x   0.99960310  =   0.99960068
 KV6047
 KV6047                          SUPERSEDED SURVEY CONTROL
 KV6047
 KV6047  ELLIP H (05/14/99)   15.50   (m)                       GP(       ) 4 1
 KV6047  NAD 83(1986)-  40 17 20.04790(N)    074 48 47.73883(W) AD(       ) 1
 KV6047  NAVD 88 (12/17/93)   48.95   (m)          160.6    (f) LEVELING    3  
 KV6047  NGVD 29 (01/10/92)   49.248  (m)          161.57   (f) ADJUSTED    1 1
 KV6047
 KV6047.Superseded values are not recommended for survey control.
 KV6047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6047.See file dsdata.txt to determine how the superseded data were derived.
 KV6047
 KV6047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1587359840(NAD 83)
 KV6047_MARKER: Z = SEE DESCRIPTION
 KV6047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6047_SP_SET: CONCRETE POST
 KV6047_STAMPING: 11 F 1
 KV6047_MARK LOGO: NJGS  
 KV6047_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6047+STABILITY: SURFACE MOTION
 KV6047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6047+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1993
 KV6047
 KV6047  HISTORY     - Date     Condition        Report By
 KV6047  HISTORY     - UNK      MONUMENTED       NJGS
 KV6047  HISTORY     - 19881012 GOOD             NJGS
 KV6047  HISTORY     - 19900403 GOOD             NJGS
 KV6047  HISTORY     - 19930505 GOOD             NJGS
 KV6047
 KV6047                          STATION DESCRIPTION
 KV6047
 KV6047'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6047'2.0 KM (1.25 MI) NORTHEAST ON NORTH BOUND I 95 FROM THE BEAR TAVREN
 KV6047'ROAD, COUNTY ROUTE 579, INTERCHANGE NUMBER 2 TO THE STATION ON THE
 KV6047'LEFT, SET IN THE CENTER GRASS MEDIAN, 2.89 M (9.5 FT) FROM THE PAVED
 KV6047'LEFT SHOULDER OF THE LEFT LANES OF NORTH BOUND I 95, 6.75 M (22.1 FT)
 KV6047'FROM THE THE SOUTHEAST CORNER OF A DOUBLE GRATED E TYPE INLET,
 KV6047'MONUMENT IS AN.J.DEPARTMENT OF TRANSPORTATION BASELINE MONUMENT,
 KV6047'STATION IS A BRASS PLUG IN THE MONUMENT, 0.5 M (1.6 FT) BELOW GROUND.
 KV6047
 KV6047                          STATION RECOVERY (1990)
 KV6047
 KV6047'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6047'THE STATION IS LOCATED IN EWING TOWNSHIP IN THE GRASS MEDIAN OF
 KV6047'INTERSTATE HIGHWAY 95.  TO REACH THE STATION FROM INTERCHANGE NUMBER
 KV6047'2, THE JUNCTION WITH BEAR TAVERN ROAD, COUNTY ROAD 579, GO 2.0 KM
 KV6047'(1.25 MI) NORTHEAST ON THE NORTHBOUND LANES OF INTERSTATE HIGHWAY 95
 KV6047'TO THE STATION ON THE LEFT, SET IN THE CENTER GRASS MEDIAN.  THE
 KV6047'STATION IS 3.0 M (9.8 FT) FROM THE PAVED LEFT SHOULDER OF THE LEFT
 KV6047'LANES OF INTERSTATE HIGHWAY I95, 7.5 M (24.6 FT) FROM THE CENTER OF A
 KV6047'DOUBLE GRATED INLET, 121.6 M (398.9 FT) WEST OF ANOTHER DOUBLE GRATED
 KV6047'INLET, 185.8 M (609.6 FT) WEST SOUTHWEST OF THE WEST END OF THE
 KV6047'CENTER PIER OF THE SCOTCH ROAD BRIDGE, 5.6 M (18.4 FT) SOUTH OF THE
 KV6047'SOUTH EDGE OF THE INTERSTATE HIGHWAY 95 LANES LEADING TOWARD
 KV6047'PENNSYLVANIA.  THE STATION IS A NEW JERSEY DEPARTMENT OF
 KV6047'TRANSPORTATION BASELINE CONTROL MONUMENT, CONSISTING OF A BRASS PLUG
 KV6047'SET IN THE TOP OF THE MONUMENT. THE STATION IS 0.5 M (1.6 FT) BELOW
 KV6047'GROUND.
 KV6047
 KV6047                          STATION RECOVERY (1993)
 KV6047
 KV6047'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6878 ***********************************************************************
 KV6878  DESIGNATION -  11 F 2
 KV6878  PID         -  KV6878
 KV6878  STATE/COUNTY-  NJ/MERCER
 KV6878  USGS QUAD   -  LAMBERTVILLE (1995)
 KV6878
 KV6878                         *CURRENT SURVEY CONTROL
 KV6878  ___________________________________________________________________
 KV6878* NAD 83(1996)-  40 20 07.25913(N)    074 53 56.67740(W)     ADJUSTED  
 KV6878* NAVD 88     -        25.5    (meters)      84.     (feet)  GPS OBS   
 KV6878  ___________________________________________________________________
 KV6878  X           -   1,268,389.537 (meters)                     COMP
 KV6878  Y           -  -4,700,559.551 (meters)                     COMP
 KV6878  Z           -   4,106,434.845 (meters)                     COMP
 KV6878  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 KV6878  ELLIP HEIGHT-          -8.26  (meters)          (10/23/02) GPS OBS
 KV6878  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KV6878
 KV6878  HORZ ORDER  -  FIRST
 KV6878  ELLP ORDER  -  FOURTH    CLASS I
 KV6878
 KV6878.The horizontal coordinates were established by GPS observations
 KV6878.and adjusted by the National Geodetic Survey in May 1999..
 KV6878
 KV6878.The orthometric height was determined by GPS observations and a
 KV6878.high-resolution geoid model.
 KV6878
 KV6878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6878
 KV6878.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6878
 KV6878.The ellipsoidal height was determined by GPS observations
 KV6878.and is referenced to NAD 83.
 KV6878
 KV6878.The geoid height was determined by GEOID03.
 KV6878
 KV6878;                    North         East     Units Scale Factor Converg.
 KV6878;SPC NJ       -   166,823.638   116,091.911   MT  0.99991415   -0 15 29.9
 KV6878;SPC NJ       -   547,320.55    380,878.21   sFT  0.99991415   -0 15 29.9
 KV6878;UTM  18      - 4,464,983.729   508,572.463   MT  0.99960090   +0 03 55.2
 KV6878
 KV6878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6878!SPC NJ       -   1.00000130  x   0.99991415  =   0.99991545
 KV6878!UTM  18      -   1.00000130  x   0.99960090  =   0.99960220
 KV6878
 KV6878                          SUPERSEDED SURVEY CONTROL
 KV6878
 KV6878  ELLIP H (05/14/99)   -8.25   (m)                       GP(       ) 4 1
 KV6878  NAD 83(1986)-  40 20 07.25784(N)    074 53 56.68016(W) AD(       ) 1
 KV6878
 KV6878.Superseded values are not recommended for survey control.
 KV6878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6878.See file dsdata.txt to determine how the superseded data were derived.
 KV6878
 KV6878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0857264984(NAD 83)
 KV6878_MARKER: DD = SURVEY DISK
 KV6878_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6878_SP_SET: SOUTHEAST ABUTMENT
 KV6878_STAMPING: 11 F 2 1990
 KV6878_MARK LOGO: NJGS  
 KV6878_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6878+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 KV6878
 KV6878  HISTORY     - Date     Condition        Report By
 KV6878  HISTORY     - 1990     MONUMENTED       NJGS
 KV6878  HISTORY     - 20021009 GOOD             AASCO
 KV6878
 KV6878                          STATION DESCRIPTION
 KV6878
 KV6878'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6878'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP ON THE SOUTH SIDE OF
 KV6878'VALLEY ROAD NEAR THE TEE INTERSECTION WITH PLEASANT VALLEY ROAD.  TO
 KV6878'REACH THE STATION FROM STATE ROUTE 29, GO 1.3 MI (2.1 KM) EAST ON
 KV6878'PLEASANT VALLEY ROAD TO THE BRIDGE OVER MOORES CREEK, BRIDGE NUMBER
 KV6878'211 4, AND THE STATION ON THE LEFT, SET IN THE TOP OF THE SOUTHEAST
 KV6878'ABUTMENT.  THE STATION IS 4.15 M (13.62 FT) SOUTHWEST FROM THE
 KV6878'CENTERLINE OF VALLEY ROAD, 16.05 M (52.66 FT) WEST FROM THE
 KV6878'CENTERLINE OF PLEASANT VALLEY ROAD, 8.50 M (27.89 FT) NORTHWEST FROM
 KV6878'A STOP SIGN AT THE INTERSECTION OF VALLEY ROAD AND PLEASANT VALLEY
 KV6878'ROAD AND 0.50 M (1.64 FT) EAST FROM THE EAST END OF THE SOUTHEAST
 KV6878'CONCRETE BRIDGE PARAPET. THE STATION IS ABOUT 0.25 M (0.82 FT) ABOVE
 KV6878'THE LEVEL OF VALLEY ROAD.
 KV6878
 KV6878                          STATION RECOVERY (2002)
 KV6878
 KV6878'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (GLB)
 KV6878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6879 ***********************************************************************
 KV6879  DESIGNATION -  11 F 3
 KV6879  PID         -  KV6879
 KV6879  STATE/COUNTY-  NJ/MERCER
 KV6879  USGS QUAD   -  PENNINGTON (1995)
 KV6879
 KV6879                         *CURRENT SURVEY CONTROL
 KV6879  ___________________________________________________________________
 KV6879* NAD 83(1996)-  40 17 27.61936(N)    074 46 52.77907(W)     ADJUSTED  
 KV6879* NAVD 88     -        50.4    (meters)     165.     (feet)  GPS OBS   
 KV6879  ___________________________________________________________________
 KV6879  X           -   1,278,888.350 (meters)                     COMP
 KV6879  Y           -  -4,701,035.445 (meters)                     COMP
 KV6879  Z           -   4,102,696.484 (meters)                     COMP
 KV6879  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 KV6879  ELLIP HEIGHT-          16.95  (meters)          (10/23/02) GPS OBS
 KV6879  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KV6879
 KV6879  HORZ ORDER  -  FIRST
 KV6879  ELLP ORDER  -  FOURTH    CLASS I
 KV6879
 KV6879.The horizontal coordinates were established by GPS observations
 KV6879.and adjusted by the National Geodetic Survey in May 1999..
 KV6879
 KV6879.The orthometric height was determined by GPS observations and a
 KV6879.high-resolution geoid model.
 KV6879
 KV6879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6879
 KV6879.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6879
 KV6879.The ellipsoidal height was determined by GPS observations
 KV6879.and is referenced to NAD 83.
 KV6879
 KV6879.The geoid height was determined by GEOID03.
 KV6879
 KV6879;                    North         East     Units Scale Factor Converg.
 KV6879;SPC NJ       -   161,861.640   126,081.025   MT  0.99990704   -0 10 54.9
 KV6879;SPC NJ       -   531,041.06    413,650.83   sFT  0.99990704   -0 10 54.9
 KV6879;SPC PA S     -   110,577.021   852,370.194   MT  0.99996336   +1 55 33.8
 KV6879;SPC PA S     -   362,784.78  2,796,484.54   sFT  0.99996336   +1 55 33.8
 KV6879;UTM  18      - 4,460,079.719   518,586.347   MT  0.99960425   +0 08 29.1
 KV6879
 KV6879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6879!SPC NJ       -   0.99999734  x   0.99990704  =   0.99990438
 KV6879!SPC PA S     -   0.99999734  x   0.99996336  =   0.99996070
 KV6879!UTM  18      -   0.99999734  x   0.99960425  =   0.99960159
 KV6879
 KV6879                          SUPERSEDED SURVEY CONTROL
 KV6879
 KV6879  ELLIP H (05/14/99)   16.98   (m)                       GP(       ) 4 1
 KV6879  NAD 83(1986)-  40 17 27.61819(N)    074 46 52.78126(W) AD(       ) 1
 KV6879
 KV6879.Superseded values are not recommended for survey control.
 KV6879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6879.See file dsdata.txt to determine how the superseded data were derived.
 KV6879
 KV6879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1858660080(NAD 83)
 KV6879_MARKER: DD = SURVEY DISK
 KV6879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6879_SP_SET: CONCRETE POST
 KV6879_STAMPING: 11 F 3 1993
 KV6879_MARK LOGO: NJGS  
 KV6879_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6879+STABILITY: SURFACE MOTION
 KV6879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6879+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV6879
 KV6879  HISTORY     - Date     Condition        Report By
 KV6879  HISTORY     - 1993     MONUMENTED       NJGS
 KV6879
 KV6879                          STATION DESCRIPTION
 KV6879
 KV6879'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV6879'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP IN THE CENTER GRASS MEDIAN
 KV6879'OF INTERSTATE HIGHWAY 95, JUST EAST FROM THE JUNCTION WITH STATE
 KV6879'ROUTE 31.  TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE
 KV6879'31 AND INTERSTATE HIGHWAY 95, GO EAST ON INTERSTATE HIGHWAY 95
 KV6879'NORTHBOUND FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT IN THE
 KV6879'CENTER GRASS MEDIAN.  THE STATION IS 7.5 M (24.6 FT) NORTH FROM THE
 KV6879'NORTH EDGE OF PAVEMENT OF INTERSTATE HIGHWAY 95, 12.1 M (39.7 FT)
 KV6879'SOUTH FROM THE SOUTH EDGE OF PAVEMENT OF INTERSTATE HIGHWAY 95, 3.0 M
 KV6879'(9.8 FT) EAST FROM A DOUBLE INLET AND 22.7 M (74.5 FT) WEST FROM AN
 KV6879'UNOFFICIAL, BUT WELL USED TURN AROUND PATH THROUGH THE GRASS MEDIAN.
 KV6879'THE STATION IS SET ABOUT 0.05 M (0.16 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9797 ***********************************************************************
 DE9797  DESIGNATION -  11 F 4
 DE9797  PID         -  DE9797
 DE9797  STATE/COUNTY-  NJ/MERCER
 DE9797  USGS QUAD   -  TRENTON EAST (1981)
 DE9797
 DE9797                         *CURRENT SURVEY CONTROL
 DE9797  ___________________________________________________________________
 DE9797* NAD 83(1996)-  40 11 10.28786(N)    074 44 35.94364(W)     ADJUSTED  
 DE9797* NAVD 88     -         5.243  (meters)      17.20   (feet)  ADJUSTED  
 DE9797  ___________________________________________________________________
 DE9797  X           -   1,283,976.096 (meters)                     COMP
 DE9797  Y           -  -4,707,406.269 (meters)                     COMP
 DE9797  Z           -   4,093,783.254 (meters)                     COMP
 DE9797  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 DE9797  ELLIP HEIGHT-         -27.73  (meters)          (04/17/03) GPS OBS
 DE9797  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 DE9797  DYNAMIC HT  -           5.241 (meters)      17.19  (feet)  COMP
 DE9797  MODELED GRAV-     980,186.2   (mgal)                       NAVD 88
 DE9797
 DE9797  HORZ ORDER  -  FIRST
 DE9797  VERT ORDER  -  FIRST     CLASS II
 DE9797  ELLP ORDER  -  THIRD     CLASS I
 DE9797
 DE9797.The horizontal coordinates were established by GPS observations
 DE9797.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DE9797
 DE9797.The orthometric height was determined by differential leveling
 DE9797.and adjusted by the National Geodetic Survey in March 2005..
 DE9797
 DE9797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9797
 DE9797.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9797
 DE9797.The ellipsoidal height was determined by GPS observations
 DE9797.and is referenced to NAD 83.
 DE9797
 DE9797.The geoid height was determined by GEOID03.
 DE9797
 DE9797.The dynamic height is computed by dividing the NAVD 88
 DE9797.geopotential number by the normal gravity value computed on the
 DE9797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9797.degrees latitude (g = 980.6199 gals.).
 DE9797
 DE9797.The modeled gravity was interpolated from observed gravity values.
 DE9797
 DE9797;                    North         East     Units Scale Factor Converg.
 DE9797;SPC NJ       -   150,214.720   129,280.770   MT  0.99990528   -0 09 25.2
 DE9797;SPC NJ       -   492,829.46    424,148.66   sFT  0.99990528   -0 09 25.2
 DE9797;UTM  18      - 4,448,454.523   521,850.713   MT  0.99960588   +0 09 56.3
 DE9797
 DE9797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9797!SPC NJ       -   1.00000435  x   0.99990528  =   0.99990963
 DE9797!UTM  18      -   1.00000435  x   0.99960588  =   0.99961023
 DE9797
 DE9797|---------------------------------------------------------------------|
 DE9797| PID    Reference Object                     Distance      Geod. Az  |
 DE9797|                                                           dddmmss.s |
 DE9797| DE9798 11 C 4                              318.578 METERS 10817     |
 DE9797|---------------------------------------------------------------------|
 DE9797
 DE9797                          SUPERSEDED SURVEY CONTROL
 DE9797
 DE9797.No superseded survey control is available for this station.
 DE9797
 DE9797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2185148455(NAD 83)
 DE9797_MARKER: DD = SURVEY DISK
 DE9797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9797_STAMPING: 11 F 4 2001
 DE9797_MARK LOGO: NJGS  
 DE9797_PROJECTION: FLUSH
 DE9797_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9797+STABILITY: SURFACE MOTION
 DE9797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9797+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DE9797
 DE9797  HISTORY     - Date     Condition        Report By
 DE9797  HISTORY     - 2001     MONUMENTED       NJGS
 DE9797  HISTORY     - 20020202 GOOD             NJGS
 DE9797
 DE9797                          STATION DESCRIPTION
 DE9797
 DE9797'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DE9797'THE STATION IS LOCATED IN HAMILTON TOWNSHIP IN THE CENTER GRASS MEDIAN
 DE9797'OF STATE ROUTE
 DE9797'29 AT MILE POINT 1.095, DIRECTLY UNDER SEVERAL OVERHEAD ELECTRIC
 DE9797'TRANSMISSION LINES
 DE9797'BELONGING TO THE PUBLIC SERVICE ELECTRIC AND GAS UTILITY COMPANY,
 DE9797'WHICH LEAD TO THE
 DE9797'NEARBY MERCER GENERATING STATION.
 DE9797' 
 DE9797'THE STATION IS 4.5 M SOUTHWEST FROM THE WEST EDGE OF THE NORTHBOUND
 DE9797'LANES OF STATE
 DE9797'ROUTE 29, 3.6 M NORTHWEST FROM THE EAST EDGE OF THE SOUTHBOUND LANES
 DE9797'OF STATE ROUTE
 DE9797'29, AND 46.0 M NORTHWEST FROM THE CENTER OF AN OVERHEAD SIGN BRIDGE,
 DE9797'STRUCTURE
 DE9797'NUMBER 1130 200, EXTENDING OVER BOTH ROADWAYS OF STATE ROUTE 29.  THE
 DE9797'STATION IS ALSO
 DE9797'SOUTHWEST AND ACROSS THE HIGHWAY FROM A SET OF DOUBLE GATES AT THE
 DE9797'ENTRANCE OF A
 DE9797'DIRT ROAD LEADING TO THE OVERHEAD ELECTRIC TRANSMISSION LINE TOWERS.
 DE9797'THE STATION IS
 DE9797'SET FLUSH WITH THE GROUND.
 DE9797'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6052 ***********************************************************************
 KV6052  DESIGNATION -  11 G 1
 KV6052  PID         -  KV6052
 KV6052  STATE/COUNTY-  NJ/MERCER
 KV6052  USGS QUAD   -  LAMBERTVILLE (1995)
 KV6052
 KV6052                         *CURRENT SURVEY CONTROL
 KV6052  ___________________________________________________________________
 KV6052* NAD 83(1996)-  40 18 30.74709(N)    074 52 53.04070(W)     ADJUSTED  
 KV6052* NAVD 88     -        18.471  (meters)      60.60   (feet)  ADJUSTED  
 KV6052  ___________________________________________________________________
 KV6052  X           -   1,270,340.719 (meters)                     COMP
 KV6052  Y           -  -4,702,022.507 (meters)                     COMP
 KV6052  Z           -   4,104,160.722 (meters)                     COMP
 KV6052  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 KV6052  ELLIP HEIGHT-         -15.20  (meters)          (10/23/02) GPS OBS
 KV6052  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KV6052  DYNAMIC HT  -          18.462 (meters)      60.57  (feet)  COMP
 KV6052  MODELED GRAV-     980,149.5   (mgal)                       NAVD 88
 KV6052
 KV6052  HORZ ORDER  -  FIRST
 KV6052  VERT ORDER  -  FIRST     CLASS I
 KV6052  ELLP ORDER  -  FOURTH    CLASS I
 KV6052
 KV6052.The horizontal coordinates were established by GPS observations
 KV6052.and adjusted by the National Geodetic Survey in May 1999..
 KV6052
 KV6052.The orthometric height was determined by differential leveling
 KV6052.and adjusted by the National Geodetic Survey in June 1991..
 KV6052
 KV6052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6052
 KV6052.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6052
 KV6052.The ellipsoidal height was determined by GPS observations
 KV6052.and is referenced to NAD 83.
 KV6052
 KV6052.The geoid height was determined by GEOID03.
 KV6052
 KV6052.The dynamic height is computed by dividing the NAVD 88
 KV6052.geopotential number by the normal gravity value computed on the
 KV6052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6052.degrees latitude (g = 980.6199 gals.).
 KV6052
 KV6052.The modeled gravity was interpolated from observed gravity values.
 KV6052
 KV6052;                    North         East     Units Scale Factor Converg.
 KV6052;SPC NJ       -   163,840.421   117,581.030   MT  0.99991293   -0 14 48.2
 KV6052;SPC NJ       -   537,533.11    385,763.76   sFT  0.99991293   -0 14 48.2
 KV6052;SPC PA S     -   112,241.906   843,802.712   MT  0.99996256   +1 51 40.1
 KV6052;SPC PA S     -   368,246.99  2,768,376.06   sFT  0.99996256   +1 51 40.1
 KV6052;UTM  18      - 4,462,009.898   510,077.933   MT  0.99960125   +0 04 36.2
 KV6052
 KV6052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6052!SPC NJ       -   1.00000238  x   0.99991293  =   0.99991531
 KV6052!SPC PA S     -   1.00000238  x   0.99996256  =   0.99996494
 KV6052!UTM  18      -   1.00000238  x   0.99960125  =   0.99960363
 KV6052
 KV6052                          SUPERSEDED SURVEY CONTROL
 KV6052
 KV6052  ELLIP H (05/14/99)  -15.18   (m)                       GP(       ) 4 1
 KV6052  NAD 83(1986)-  40 18 30.74536(N)    074 52 53.04322(W) AD(       ) 1
 KV6052  NAVD 88 (12/17/93)   18.47   (m)           60.6    (f) LEVELING    3  
 KV6052  NGVD 29 (01/10/92)   18.761  (m)           61.55   (f) ADJUSTED    1 1
 KV6052
 KV6052.Superseded values are not recommended for survey control.
 KV6052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6052.See file dsdata.txt to determine how the superseded data were derived.
 KV6052
 KV6052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1007862010(NAD 83)
 KV6052_MARKER: DD = SURVEY DISK
 KV6052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6052_SP_SET: CONCRETE POST
 KV6052_STAMPING: 11 G 1 1988
 KV6052_MARK LOGO: NJGS  
 KV6052_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6052+STABILITY: SURFACE MOTION
 KV6052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6052+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1993
 KV6052
 KV6052  HISTORY     - Date     Condition        Report By
 KV6052  HISTORY     - 1988     MONUMENTED       NJGS
 KV6052  HISTORY     - 19900423 GOOD             NJGS
 KV6052  HISTORY     - 19930505 GOOD             NJGS
 KV6052
 KV6052                          STATION DESCRIPTION
 KV6052
 KV6052'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6052'IN TITUSVILLE, ON THE NORTH SIDE OF CHURCH STREET AT ITS INTERSECTION
 KV6052'WITH THE DELAWARE RARITAN FEEDER CANAL STATE PARK, 12.6 M (41.3 FT)
 KV6052'SOUTHEAST OF THE NORTHEAST GATE POST, NUMBER N19, 13.6 M (44.6 FT)
 KV6052'EAST OF THE SOUTHWEST GATE POST, 3.7 M (12.1 FT) NORTHEAST OF THE
 KV6052'CENTERLINE OF THE CANAL BIKE PATH, 6.9 M (22.6 FT) NORTHWEST OF THE
 KV6052'CENTERLINE OF CHURCH STREET, 7.9 M (25.9 FT) SOUTHWEST OF THE
 KV6052'CENTERLINE OF THE CANAL CROSSING UNDER THE CHURCH STREET WOODEN
 KV6052'BRIDGE, 7.8 M (25.6 FT) NORTHEAST OF POLE NUMBER HT358NJ, 3.1 M
 KV6052'(10.2 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE WOODEN SIDEWALK
 KV6052'PLANKING OF THE CANAL BRIDGE, 1.5 M (4.9 FT) EAST OF THE FOUR FOOT
 KV6052'HIGH WOODEN PEDESTRIAN GUARDRAIL, 0.5 M (1.6 FT) SOUTH OF THE SOUTH
 KV6052'FACE OF A FOUR FOOT HIGH FENCE, SET FLUSH WITH THE GROUND.
 KV6052
 KV6052                          STATION RECOVERY (1990)
 KV6052
 KV6052'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6052'THE STATION IS LOCATED IN TITUSVILLE ON THE NORTH SIDE OF CHURCH
 KV6052'STREET AT ITS INTERSECTION WITH THE DELAWARE RARITAN CANAL STATE
 KV6052'PARK.  THE STATION IS 12.6 M (41.3 FT) SOUTHEAST OF THE NORTHEAST
 KV6052'GATE POST, NUMBER N19, 13.6 M (44.6 FT) EAST OF THE SOUTHWEST GATE
 KV6052'POST, 3.7 M (12.1 FT) NORTHEAST OF THE CENTERLINE OF THE CANAL BIKE
 KV6052'PATH, 6.9 M (22.6 FT) NORTHWEST OF THE CENTERLINE OF CHURCH STREET,
 KV6052'7.9 M (25.9 FT) SOUTHWEST OF THE CENTERLINE OF THE CANAL CROSSING
 KV6052'UNDER THE CHURCH STREET WOODEN BRIDGE, 7.8 M (25.6 FT) NORTHEAST OF
 KV6052'POLE NUMBER HT358NJ, 3.1 M (10.2 FT) SOUTHWEST OF THE SOUTHWEST EDGE
 KV6052'OF THE WOODEN SIDEWALK PLANKING OF THE CANAL BRIDGE, 1.5 M (4.9 FT)
 KV6052'EAST OF THE FOUR FOOT HIGH WOODEN PEDESTRIAN GUARDRAIL AND 0.5 M
 KV6052'(1.6 FT) SOUTH OF THE SOUTH FACE OF A FOUR FT HIGH FENCE.  THE
 KV6052'STATION IS SET FLUSH WITH THE GROUND.
 KV6052
 KV6052                          STATION RECOVERY (1993)
 KV6052
 KV6052'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6880 ***********************************************************************
 KV6880  DESIGNATION -  11 G 2
 KV6880  PID         -  KV6880
 KV6880  STATE/COUNTY-  NJ/MERCER
 KV6880  USGS QUAD   -  PENNINGTON (1995)
 KV6880
 KV6880                         *CURRENT SURVEY CONTROL
 KV6880  ___________________________________________________________________
 KV6880* NAD 83(1996)-  40 20 05.05281(N)    074 50 57.33821(W)     ADJUSTED  
 KV6880* NAVD 88     -        79.2    (meters)     260.     (feet)  GPS OBS   
 KV6880  ___________________________________________________________________
 KV6880  X           -   1,272,498.244 (meters)                     COMP
 KV6880  Y           -  -4,699,537.076 (meters)                     COMP
 KV6880  Z           -   4,106,417.805 (meters)                     COMP
 KV6880  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 KV6880  ELLIP HEIGHT-          45.56  (meters)          (10/23/02) GPS OBS
 KV6880  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KV6880
 KV6880  HORZ ORDER  -  FIRST
 KV6880  ELLP ORDER  -  FOURTH    CLASS I
 KV6880
 KV6880.The horizontal coordinates were established by GPS observations
 KV6880.and adjusted by the National Geodetic Survey in May 1999..
 KV6880
 KV6880.The orthometric height was determined by GPS observations and a
 KV6880.high-resolution geoid model.
 KV6880
 KV6880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6880
 KV6880.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6880
 KV6880.The ellipsoidal height was determined by GPS observations
 KV6880.and is referenced to NAD 83.
 KV6880
 KV6880.The geoid height was determined by GEOID03.
 KV6880
 KV6880;                    North         East     Units Scale Factor Converg.
 KV6880;SPC NJ       -   166,737.699   120,324.369   MT  0.99991084   -0 13 33.8
 KV6880;SPC NJ       -   547,038.60    394,764.20   sFT  0.99991084   -0 13 33.8
 KV6880;UTM  18      - 4,464,921.718   512,804.022   MT  0.99960202   +0 05 51.2
 KV6880
 KV6880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6880!SPC NJ       -   0.99999285  x   0.99991084  =   0.99990369
 KV6880!UTM  18      -   0.99999285  x   0.99960202  =   0.99959488
 KV6880
 KV6880                          SUPERSEDED SURVEY CONTROL
 KV6880
 KV6880  ELLIP H (05/14/99)   45.58   (m)                       GP(       ) 4 1
 KV6880  NAD 83(1986)-  40 20 05.05145(N)    074 50 57.34078(W) AD(       ) 1
 KV6880
 KV6880.Superseded values are not recommended for survey control.
 KV6880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6880.See file dsdata.txt to determine how the superseded data were derived.
 KV6880
 KV6880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1280464922(NAD 83)
 KV6880_MARKER: DD = SURVEY DISK
 KV6880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6880_SP_SET: CONCRETE POST
 KV6880_STAMPING: 11 G 2 1990
 KV6880_MARK LOGO: NJGS  
 KV6880_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6880+STABILITY: SURFACE MOTION
 KV6880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6880+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6880
 KV6880  HISTORY     - Date     Condition        Report By
 KV6880  HISTORY     - 1990     MONUMENTED       NJGS
 KV6880
 KV6880                          STATION DESCRIPTION
 KV6880
 KV6880'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6880'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP ON THE EAST SIDE OF BEAR
 KV6880'TAVERN ROAD, COUNTY ROAD 579, SOUTHEAST FROM THE INTERSECTION WITH
 KV6880'PLEASANT VALLEY ROAD AT ACKORS CORNERS.  TO REACH THE STATION FROM
 KV6880'THE INTERSECTION OF WASHINGTON CROSSING PENNINGTON ROAD, COUNTY ROAD
 KV6880'546 AND BEAR TAVERN ROAD, COUNTY ROAD 579, GO NORTHEAST ON BEAR
 KV6880'TAVERN ROAD FOR 1.90 MI (3.06 KM) TO THE STATION ON THE RIGHT, SET
 KV6880'FLUSH WITH THE GROUND.  THE STATION IS 8.75 M (28.71 FT) EAST
 KV6880'SOUTHEAST FROM THE CENTERLINE OF BEAR TAVERN ROAD, 10.45 M
 KV6880'(34.28 FT) NORTHEAST FROM A COUNTY ROAD 623 SIGN, 1.40 M (4.59 FT)
 KV6880'NORTHWEST FROM A CARSONITE WITNESS POST, 28.35 M (93.01 FT) SOUTH
 KV6880'SOUTHWEST FROM A GUY POLE NUMBER NJ2425 HW AND 33.80 M (110.89 FT)
 KV6880'SOUTH SOUTHEAST AND ACROSS THE ROAD FROM UTILITY POLE NUMBER HT 242.
 KV6880'THE STATION IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6881 ***********************************************************************
 KV6881  DESIGNATION -  11 G 3
 KV6881  PID         -  KV6881
 KV6881  STATE/COUNTY-  NJ/MERCER
 KV6881  USGS QUAD   -  PENNINGTON (1995)
 KV6881
 KV6881                         *CURRENT SURVEY CONTROL
 KV6881  ___________________________________________________________________
 KV6881* NAD 83(1996)-  40 17 30.25249(N)    074 46 32.80164(W)     ADJUSTED  
 KV6881* NAVD 88     -        47.8    (meters)     157.     (feet)  GPS OBS   
 KV6881  ___________________________________________________________________
 KV6881  X           -   1,279,329.352 (meters)                     COMP
 KV6881  Y           -  -4,700,859.003 (meters)                     COMP
 KV6881  Z           -   4,102,756.785 (meters)                     COMP
 KV6881  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 KV6881  ELLIP HEIGHT-          14.40  (meters)          (10/23/02) GPS OBS
 KV6881  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KV6881
 KV6881  HORZ ORDER  -  FIRST
 KV6881  ELLP ORDER  -  FOURTH    CLASS I
 KV6881
 KV6881.The horizontal coordinates were established by GPS observations
 KV6881.and adjusted by the National Geodetic Survey in May 1999..
 KV6881
 KV6881.The orthometric height was determined by GPS observations and a
 KV6881.high-resolution geoid model.
 KV6881
 KV6881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6881
 KV6881.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6881
 KV6881.The ellipsoidal height was determined by GPS observations
 KV6881.and is referenced to NAD 83.
 KV6881
 KV6881.The geoid height was determined by GEOID03.
 KV6881
 KV6881;                    North         East     Units Scale Factor Converg.
 KV6881;SPC NJ       -   161,941.367   126,553.089   MT  0.99990677   -0 10 42.0
 KV6881;SPC NJ       -   531,302.63    415,199.59   sFT  0.99990677   -0 10 42.0
 KV6881;SPC PA S     -   110,674.063   852,839.032   MT  0.99996333   +1 55 46.8
 KV6881;SPC PA S     -   363,103.16  2,798,022.72   sFT  0.99996333   +1 55 46.8
 KV6881;UTM  18      - 4,460,162.083   519,057.810   MT  0.99960447   +0 08 42.0
 KV6881
 KV6881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6881!SPC NJ       -   0.99999774  x   0.99990677  =   0.99990451
 KV6881!SPC PA S     -   0.99999774  x   0.99996333  =   0.99996107
 KV6881!UTM  18      -   0.99999774  x   0.99960447  =   0.99960221
 KV6881
 KV6881                          SUPERSEDED SURVEY CONTROL
 KV6881
 KV6881  ELLIP H (05/14/99)   14.43   (m)                       GP(       ) 4 1
 KV6881  NAD 83(1986)-  40 17 30.25140(N)    074 46 32.80383(W) AD(       ) 1
 KV6881
 KV6881.Superseded values are not recommended for survey control.
 KV6881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6881.See file dsdata.txt to determine how the superseded data were derived.
 KV6881
 KV6881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1905860162(NAD 83)
 KV6881_MARKER: DD = SURVEY DISK
 KV6881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6881_SP_SET: CONCRETE POST
 KV6881_STAMPING: 11 G 3 1993
 KV6881_MARK LOGO: NJGS  
 KV6881_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6881+STABILITY: SURFACE MOTION
 KV6881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6881+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV6881
 KV6881  HISTORY     - Date     Condition        Report By
 KV6881  HISTORY     - 1993     MONUMENTED       NJGS
 KV6881
 KV6881                          STATION DESCRIPTION
 KV6881
 KV6881'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV6881'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP IN THE CENTER GRASS MEDIAN
 KV6881'OF INTERSTATE HIGHWAY 95, EAST FROM THE JUNCTION WITH STATE ROUTE 31.
 KV6881'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95
 KV6881'AND STATE ROUTE 31, GO EAST ON INTERSTATE HIGHWAY 95 NORTH FOR 0.5 MI
 KV6881'(0.8 KM) TO THE STATION ON THE LEFT, IN THE CENTER GRASS MEDIAN.  THE
 KV6881'STATION IS 7.7 M (25.3 FT) NORTH FROM THE NORTH EDGE OF PAVEMENT OF
 KV6881'INTERSTATE HIGHWAY 95 NORTHBOUND LANES, 49.0 M (160.8 FT) SOUTH FROM
 KV6881'THE SOUTH EDGE OF PAVEMENT OF INTERSTATE HIGHWAY 95 SOUTHBOUND LANES,
 KV6881'16.6 M (54.5 FT) WEST FROM A DOUBLE INLET AND 1.0 M (3.3 FT) SOUTH
 KV6881'FROM A PERFORATED STEEL POST.  THE STATION IS SET ABOUT 0.3 FT
 KV6881'(0.1 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9800 ***********************************************************************
 DE9800  DESIGNATION -  11 G 4
 DE9800  PID         -  DE9800
 DE9800  STATE/COUNTY-  NJ/MERCER
 DE9800  USGS QUAD   -  TRENTON EAST (1981)
 DE9800
 DE9800                         *CURRENT SURVEY CONTROL
 DE9800  ___________________________________________________________________
 DE9800* NAD 83(1986)-  40 11 02.     (N)    074 43 07.     (W)     SCALED    
 DE9800* NAVD 88     -        13.189  (meters)      43.27   (feet)  ADJUSTED  
 DE9800  ___________________________________________________________________
 DE9800  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 DE9800  DYNAMIC HT  -          13.183 (meters)      43.25  (feet)  COMP
 DE9800  MODELED GRAV-     980,189.4   (mgal)                       NAVD 88
 DE9800
 DE9800  VERT ORDER  -  FIRST     CLASS II
 DE9800
 DE9800.The horizontal coordinates were scaled from a topographic map and have
 DE9800.an estimated accuracy of +/- 6 seconds.
 DE9800
 DE9800.The orthometric height was determined by differential leveling
 DE9800.and adjusted by the National Geodetic Survey in March 2005..
 DE9800
 DE9800.The geoid height was determined by GEOID03.
 DE9800
 DE9800.The dynamic height is computed by dividing the NAVD 88
 DE9800.geopotential number by the normal gravity value computed on the
 DE9800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9800.degrees latitude (g = 980.6199 gals.).
 DE9800
 DE9800.The modeled gravity was interpolated from observed gravity values.
 DE9800
 DE9800;                    North         East    Units  Estimated Accuracy
 DE9800;SPC NJ       -   149,950.      131,380.      MT  (+/- 180 meters Scaled)
 DE9800
 DE9800                          SUPERSEDED SURVEY CONTROL
 DE9800
 DE9800.No superseded survey control is available for this station.
 DE9800
 DE9800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK239482(NAD 83)
 DE9800_MARKER: DD = SURVEY DISK
 DE9800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9800_STAMPING: 11 G 4 2001
 DE9800_MARK LOGO: NJGS  
 DE9800_PROJECTION: FLUSH
 DE9800_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9800+STABILITY: SURFACE MOTION
 DE9800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9800+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DE9800
 DE9800  HISTORY     - Date     Condition        Report By
 DE9800  HISTORY     - 2001     MONUMENTED       NJGS
 DE9800  HISTORY     - 20020202 GOOD             NJGS
 DE9800
 DE9800                          STATION DESCRIPTION
 DE9800
 DE9800'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DE9800'THE STATION IS LOCATED IN HAMILTON TOWNSHIP IN THE CENTER GRASS MEDIAN
 DE9800'OF INTERSTATE
 DE9800'HIGHWAY 195 AT MILE POINT 0.15, JUST EAST FROM THE BRIDGES CARRYING
 DE9800'INTERSTATE HIGHWAY
 DE9800'195 EASTBOUND AND WESTBOUND OVER INTERSTATE HIGHWAY 295 RAMP H.
 DE9800' 
 DE9800'THE STATION IS 4.0 M NORTH FROM THE NORTH EDGE OF THE EASTBOUND LANES
 DE9800'OF INTERSTATE
 DE9800'HIGHWAY 195, 3.8 M SOUTH FROM THE SOUTH EDGE OF OF THE WESTBOUND LANES
 DE9800'OF INTERSTATE
 DE9800'HIGHWAY 195, 5.6 M EAST FROM AN INLET IN THE CENTER GRASS MEDIAN, AND
 DE9800'21.6 M EAST FROM
 DE9800'THE EAST END OF THE NORTH PARAPET WALL OF STRUCTURE 1136 176, CARRYING
 DE9800'INTERSTATE
 DE9800'HIGHWAY 195 EASTBOUND OVER INTERSTATE HIGHWAY 295 RAMP H.  THE STATION
 DE9800'IS SET FLUSH
 DE9800'WITH THE GROUND.
 DE9800'THE DISK IS LEANING.  THE ELEVATION WAS ESTABLISHED ON THE DATUM POINT
 DE9800'WHICH IS ON THE
 DE9800'HIGH POINT OF THE SOUTH EDGE OF THE DISK.
 DE9800'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6053 ***********************************************************************
 KV6053  DESIGNATION -  11 H 1
 KV6053  PID         -  KV6053
 KV6053  STATE/COUNTY-  NJ/MERCER
 KV6053  USGS QUAD   -  LAMBERTVILLE (1995)
 KV6053
 KV6053                         *CURRENT SURVEY CONTROL
 KV6053  ___________________________________________________________________
 KV6053* NAD 83(1996)-  40 18 51.73505(N)    074 53 28.80303(W)     ADJUSTED  
 KV6053* NAVD 88     -        17.599  (meters)      57.74   (feet)  ADJUSTED  
 KV6053  ___________________________________________________________________
 KV6053  X           -   1,269,416.121 (meters)                     COMP
 KV6053  Y           -  -4,701,837.703 (meters)                     COMP
 KV6053  Z           -   4,104,653.786 (meters)                     COMP
 KV6053  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 KV6053  ELLIP HEIGHT-         -16.09  (meters)          (10/23/02) GPS OBS
 KV6053  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KV6053  DYNAMIC HT  -          17.590 (meters)      57.71  (feet)  COMP
 KV6053  MODELED GRAV-     980,145.1   (mgal)                       NAVD 88
 KV6053
 KV6053  HORZ ORDER  -  FIRST
 KV6053  VERT ORDER  -  FIRST     CLASS I
 KV6053  ELLP ORDER  -  FOURTH    CLASS I
 KV6053
 KV6053.The horizontal coordinates were established by GPS observations
 KV6053.and adjusted by the National Geodetic Survey in May 1999..
 KV6053
 KV6053.The orthometric height was determined by differential leveling
 KV6053.and adjusted by the National Geodetic Survey in June 1991..
 KV6053
 KV6053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6053
 KV6053.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6053
 KV6053.The ellipsoidal height was determined by GPS observations
 KV6053.and is referenced to NAD 83.
 KV6053
 KV6053.The geoid height was determined by GEOID03.
 KV6053
 KV6053.The dynamic height is computed by dividing the NAVD 88
 KV6053.geopotential number by the normal gravity value computed on the
 KV6053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6053.degrees latitude (g = 980.6199 gals.).
 KV6053
 KV6053.The modeled gravity was interpolated from observed gravity values.
 KV6053
 KV6053;                    North         East     Units Scale Factor Converg.
 KV6053;SPC NJ       -   164,491.408   116,739.501   MT  0.99991361   -0 15 11.5
 KV6053;SPC NJ       -   539,668.89    383,002.85   sFT  0.99991361   -0 15 11.5
 KV6053;SPC PA S     -   112,861.531   842,937.766   MT  0.99996232   +1 51 16.9
 KV6053;SPC PA S     -   370,279.87  2,765,538.32   sFT  0.99996232   +1 51 16.9
 KV6053;UTM  18      - 4,462,655.922   509,233.006   MT  0.99960105   +0 04 13.1
 KV6053
 KV6053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6053!SPC NJ       -   1.00000252  x   0.99991361  =   0.99991613
 KV6053!SPC PA S     -   1.00000252  x   0.99996232  =   0.99996484
 KV6053!UTM  18      -   1.00000252  x   0.99960105  =   0.99960357
 KV6053
 KV6053                          SUPERSEDED SURVEY CONTROL
 KV6053
 KV6053  ELLIP H (05/14/99)  -16.08   (m)                       GP(       ) 4 1
 KV6053  NAD 83(1986)-  40 18 51.73358(N)    074 53 28.80566(W) AD(       ) 1
 KV6053  NAVD 88 (12/17/93)   17.60   (m)           57.7    (f) LEVELING    3  
 KV6053  NGVD 29 (01/10/92)   17.887  (m)           58.68   (f) ADJUSTED    1 1
 KV6053
 KV6053.Superseded values are not recommended for survey control.
 KV6053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6053.See file dsdata.txt to determine how the superseded data were derived.
 KV6053
 KV6053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0923362656(NAD 83)
 KV6053_MARKER: DD = SURVEY DISK
 KV6053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6053_SP_SET: CONCRETE POST
 KV6053_STAMPING: 11 H 1 1988
 KV6053_MARK LOGO: NJGS  
 KV6053_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6053+STABILITY: SURFACE MOTION
 KV6053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6053+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1993
 KV6053
 KV6053  HISTORY     - Date     Condition        Report By
 KV6053  HISTORY     - 1988     MONUMENTED       NJGS
 KV6053  HISTORY     - 19901025 GOOD
 KV6053  HISTORY     - 19930415 GOOD             NJGS
 KV6053
 KV6053                          STATION DESCRIPTION
 KV6053
 KV6053'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6053'1.1 KM (0.70 MI) NORTH ALONG STATE HIGHWAY 29 FROM THE JUNCTION OF
 KV6053'CHURCH STREET IN TITUSVILLE TO A WOODEN BRIDGE ON THE LEFT CROSSING
 KV6053'THE DELAWARE RARITAN CANAL FEEDER CANAL STATE PARK AT GATE NUMBER N18,
 KV6053'30.3 M (99.4 FT) NORTHWEST OF THE CENTERLINE OF THE WOODEN BRIDGE,
 KV6053'13.3 M (43.6 FT) NORTH OF THE NORTHEAST POST OF THE GATE, 3.7 M
 KV6053'(12.1 FT) SOUTHWEST OF THE TOP OF THE BANK OF THE CANAL, 27.8 M
 KV6053'(91.2 FT) NORTH NORTHWEST OF THE NORTH CORNER OF A FOUNDATION OF AN
 KV6053'OLD SIGNAL POST, 6.3 M (20.7 FT) NORTHEAST OF THE CENTERLINE OF THE
 KV6053'BIKE PATH, 30.5 M (100.1 FT) SOUTHEAST OF A GROUP OF FOUR 8 INCH
 KV6053'DIAMETER ASH TREES, 15.2 M (49.9 FT) NORTHEAST OF THE SOUTHWEST HINGED
 KV6053'GATE POST FOR GATE N18, 12.6 M (41.3 FT) NORTHEAST OF A WITNESS POST.
 KV6053'SET FLUSH WITH THE GROUND.
 KV6053
 KV6053                          STATION RECOVERY (1990)
 KV6053
 KV6053'RECOVERED 1990
 KV6053'RECOVERED IN GOOD CONDITION.
 KV6053
 KV6053                          STATION RECOVERY (1993)
 KV6053
 KV6053'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9802 ***********************************************************************
 DE9802  DESIGNATION -  11 H 4
 DE9802  PID         -  DE9802
 DE9802  STATE/COUNTY-  NJ/MERCER
 DE9802  USGS QUAD   -  TRENTON EAST (1981)
 DE9802
 DE9802                         *CURRENT SURVEY CONTROL
 DE9802  ___________________________________________________________________
 DE9802* NAD 83(1986)-  40 11 11.     (N)    074 41 37.     (W)     SCALED    
 DE9802* NAVD 88     -        20.879  (meters)      68.50   (feet)  ADJUSTED  
 DE9802  ___________________________________________________________________
 DE9802  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 DE9802  DYNAMIC HT  -          20.870 (meters)      68.47  (feet)  COMP
 DE9802  MODELED GRAV-     980,191.9   (mgal)                       NAVD 88
 DE9802
 DE9802  VERT ORDER  -  FIRST     CLASS II
 DE9802
 DE9802.The horizontal coordinates were scaled from a topographic map and have
 DE9802.an estimated accuracy of +/- 6 seconds.
 DE9802
 DE9802.The orthometric height was determined by differential leveling
 DE9802.and adjusted by the National Geodetic Survey in March 2005..
 DE9802
 DE9802.The geoid height was determined by GEOID03.
 DE9802
 DE9802.The dynamic height is computed by dividing the NAVD 88
 DE9802.geopotential number by the normal gravity value computed on the
 DE9802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9802.degrees latitude (g = 980.6199 gals.).
 DE9802
 DE9802.The modeled gravity was interpolated from observed gravity values.
 DE9802
 DE9802;                    North         East    Units  Estimated Accuracy
 DE9802;SPC NJ       -   150,230.      133,510.      MT  (+/- 180 meters Scaled)
 DE9802
 DE9802                          SUPERSEDED SURVEY CONTROL
 DE9802
 DE9802.No superseded survey control is available for this station.
 DE9802
 DE9802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK260484(NAD 83)
 DE9802_MARKER: DD = SURVEY DISK
 DE9802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9802_STAMPING: 11 H 4 2001
 DE9802_MARK LOGO: NJGS  
 DE9802_PROJECTION: FLUSH
 DE9802_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9802+STABILITY: SURFACE MOTION
 DE9802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9802+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DE9802
 DE9802  HISTORY     - Date     Condition        Report By
 DE9802  HISTORY     - 2001     MONUMENTED       NJGS
 DE9802  HISTORY     - 20020202 GOOD             NJGS
 DE9802
 DE9802                          STATION DESCRIPTION
 DE9802
 DE9802'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DE9802'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, IN THE CENTER GRASS
 DE9802'MEDIAN OF INTERSTATE
 DE9802'HIGHWAY 195, AT MILE POST 1.53, 50.3 M EAST FROM MILEPOST MARKER 1.5
 DE9802'ON THE EASTBOUND
 DE9802'LANES OF INTERSTATE 195.
 DE9802' 
 DE9802'THE STATION IS 0.75 M SOUTHWEST AND NORMAL TO THE WWESTERLY PARAPET
 DE9802'WALL OF THE
 DE9802'BRIDGE CARRYING INTERSTATE 195 OVER THE RAMP FROM SOUTH BROAD STREET
 DE9802'TO EASTBOUND
 DE9802'LANES OF 195, 4.4 M SOUTHEAST FROM THE BRIDGE WALL ON THE WESTBOUND
 DE9802'LANES OF 195, 4.1 M
 DE9802'NORTHWEST FROM THE BRIDGE WALL ON THE EASTBOUND LANES OF 195 AND 0.8 M
 DE9802'NORTHEAST OF
 DE9802'A STEEL GUIDE RAIL, 0.5 M SOUTH OF A METAL WITNESS SIGN.
 DE9802'
 DE9802'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6056 ***********************************************************************
 KV6056  DESIGNATION -  11 J 1
 KV6056  PID         -  KV6056
 KV6056  STATE/COUNTY-  NJ/MERCER
 KV6056  USGS QUAD   -  LAMBERTVILLE (1995)
 KV6056
 KV6056                         *CURRENT SURVEY CONTROL
 KV6056  ___________________________________________________________________
 KV6056* NAD 83(1996)-  40 20 08.09350(N)    074 55 43.50372(W)     ADJUSTED  
 KV6056* NAVD 88     -        26.688  (meters)      87.56   (feet)  ADJUSTED  
 KV6056  ___________________________________________________________________
 KV6056  X           -   1,265,950.801 (meters)                     COMP
 KV6056  Y           -  -4,701,200.584 (meters)                     COMP
 KV6056  Z           -   4,106,455.200 (meters)                     COMP
 KV6056  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 KV6056  ELLIP HEIGHT-          -7.12  (meters)          (10/23/02) GPS OBS
 KV6056  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KV6056  DYNAMIC HT  -          26.675 (meters)      87.52  (feet)  COMP
 KV6056  MODELED GRAV-     980,136.8   (mgal)                       NAVD 88
 KV6056
 KV6056  HORZ ORDER  -  FIRST
 KV6056  VERT ORDER  -  FIRST     CLASS I
 KV6056  ELLP ORDER  -  FOURTH    CLASS I
 KV6056
 KV6056.The horizontal coordinates were established by GPS observations
 KV6056.and adjusted by the National Geodetic Survey in May 1999..
 KV6056
 KV6056.The orthometric height was determined by differential leveling
 KV6056.and adjusted by the National Geodetic Survey in June 1991..
 KV6056
 KV6056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6056
 KV6056.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6056
 KV6056.The ellipsoidal height was determined by GPS observations
 KV6056.and is referenced to NAD 83.
 KV6056
 KV6056.The geoid height was determined by GEOID03.
 KV6056
 KV6056.The dynamic height is computed by dividing the NAVD 88
 KV6056.geopotential number by the normal gravity value computed on the
 KV6056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6056.degrees latitude (g = 980.6199 gals.).
 KV6056
 KV6056.The modeled gravity was interpolated from observed gravity values.
 KV6056
 KV6056;                    North         East     Units Scale Factor Converg.
 KV6056;SPC NJ       -   166,861.161   113,570.741   MT  0.99991633   -0 16 39.1
 KV6056;SPC NJ       -   547,443.66    372,606.67   sFT  0.99991633   -0 16 39.1
 KV6056;SPC PA S     -   115,113.234   839,683.835   MT  0.99996151   +1 49 49.5
 KV6056;SPC PA S     -   377,667.34  2,754,862.72   sFT  0.99996151   +1 49 49.5
 KV6056;UTM  18      - 4,465,007.004   506,051.914   MT  0.99960045   +0 02 46.0
 KV6056
 KV6056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6056!SPC NJ       -   1.00000112  x   0.99991633  =   0.99991745
 KV6056!SPC PA S     -   1.00000112  x   0.99996151  =   0.99996263
 KV6056!UTM  18      -   1.00000112  x   0.99960045  =   0.99960157
 KV6056
 KV6056                          SUPERSEDED SURVEY CONTROL
 KV6056
 KV6056  ELLIP H (05/14/99)   -7.11   (m)                       GP(       ) 4 1
 KV6056  NAD 83(1986)-  40 20 08.09226(N)    074 55 43.50651(W) AD(       ) 1
 KV6056  NAVD 88 (12/17/93)   26.69   (m)           87.6    (f) LEVELING    3  
 KV6056  NGVD 29 (01/10/92)   26.970  (m)           88.48   (f) ADJUSTED    1 1
 KV6056
 KV6056.Superseded values are not recommended for survey control.
 KV6056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6056.See file dsdata.txt to determine how the superseded data were derived.
 KV6056
 KV6056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0605265007(NAD 83)
 KV6056_MARKER: DD = SURVEY DISK
 KV6056_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV6056_SP_SET: RETAINING WALL
 KV6056_STAMPING: 11 J 1 1988
 KV6056_MARK LOGO: NJGS  
 KV6056_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6056+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2006
 KV6056
 KV6056  HISTORY     - Date     Condition        Report By
 KV6056  HISTORY     - 1988     MONUMENTED       NJGS
 KV6056  HISTORY     - 19901025 GOOD
 KV6056  HISTORY     - 19930503 GOOD             NJGS
 KV6056  HISTORY     - 20040323 GOOD             INDIV
 KV6056  HISTORY     - 20060426 GOOD             AASCO
 KV6056
 KV6056                          STATION DESCRIPTION
 KV6056
 KV6056'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6056'1.7 KM (1.05 MI) NORTH ALONG STATE ROUTE 29 FROM ITS INTERSECTION WITH
 KV6056'PLEASANT VALLEY ROAD, AT THE INTERSECTION OF STATE HIGHWAY ROUTE 29
 KV6056'AND VALLEY ROAD. VALLEY ROAD LEADS TO THE BELL MOUNTAIN SKI AREA. SET
 KV6056'ON TOP OF THE EASTERLY OF TWO RETAINING WALLS LEADING TO THE NORTH
 KV6056'BARN DOOR OF A 2.5 STORY STONE MASONARY BARN ON THE SOUTHEAST SIDE OF
 KV6056'THE INTERSECTION OF VALLEY ROAD AND ROUTE 29. 0.3 M (1.0 FT) EAST OF
 KV6056'WEST EDGE OF WALL, 0.4 M (1.3 FT) WEST OF EAST EDGE OF WALL, 17.6 M
 KV6056'(57.7 FT) NORTHWEST OF NORTHEAST CORNER OF BARN, 27.1 M (88.9 FT)
 KV6056'SOUTH OF CENTERLINE VALLEY ROAD, 16.5 M (54.1 FT) EAST OF CENTERLINE
 KV6056'OF ROUTE 29.
 KV6056
 KV6056                          STATION RECOVERY (1990)
 KV6056
 KV6056'RECOVERED 1990
 KV6056'RECOVERED IN GOOD CONDITION.
 KV6056
 KV6056                          STATION RECOVERY (1993)
 KV6056
 KV6056'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6056'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP, ON THE GROUNDS OF THE
 KV6056'MERCER COUNTY BELL MOUNTAIN SKI AREA MAINTENENCE COMPLEX ON THE
 KV6056'SOUTHEAST CORNER OF THE JUNCTION OF VALLEY ROAD AND STATE HIGHWAY 29.
 KV6056'TO REACH THE STATION FROM THE JUNTION OF PLEASANT VALLEY ROAD AND
 KV6056'STATE HIGHWAY 29, GO 1.1 MI (1.8 KM) NORTH ON STATE HIGHWAY 29 TO A
 KV6056'2.5 STORY BARN AND THE STATION ON THE RIGHT, SET ON TOP OF THE
 KV6056'EASTERLY OF TWO STONE MASONRY RETAING WALLS LEADING TO THE NORTH DOOR
 KV6056'OF THE BARN.  THE STATION IS 0.3 M (1.0 FT) EAST OF THE WEST EDGE OF
 KV6056'THE WALL, 0.4 M (1.3 FT) WEST OF THE EAST WALL, 17.6 M (57.7 FT)
 KV6056'NORTHWEST OF THE NORTHEAST CORNER OF THE BARN, 27 M (88.6 FT) SOUTH OF
 KV6056'THE CENTERLINE OF VALLEY ROAD, 16.5 M (54.1 FT) EAST OF THE
 KV6056'CENTERLINE OF STATE HIGHWAY 29.
 KV6056
 KV6056                          STATION RECOVERY (2004)
 KV6056
 KV6056'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (KRN)
 KV6056'THE MARK IS SAFELY LOCATED AND GOOD FOR GPS OBSERVATIONS.  PICTURES
 KV6056'AVAILABLE.
 KV6056'-THOMAS H CREWS, INC.
 KV6056'NEW HOPE, PA
 KV6056' 
 KV6056
 KV6056                          STATION RECOVERY (2006)
 KV6056
 KV6056'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV6056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF5253 ***********************************************************************
 DF5253  DESIGNATION -  11 J 2
 DF5253  PID         -  DF5253
 DF5253  STATE/COUNTY-  NJ/MERCER
 DF5253  USGS QUAD   -  ALLENTOWN (1995)
 DF5253
 DF5253                         *CURRENT SURVEY CONTROL
 DF5253  ___________________________________________________________________
 DF5253* NAD 83(1996)-  40 13 24.48183(N)    074 33 36.31742(W)     ADJUSTED  
 DF5253* NAVD 88     -        30.0    (meters)      98.     (feet)  GPS OBS   
 DF5253  ___________________________________________________________________
 DF5253  X           -   1,298,317.369 (meters)                     COMP
 DF5253  Y           -  -4,700,719.129 (meters)                     COMP
 DF5253  Z           -   4,096,960.628 (meters)                     COMP
 DF5253  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 DF5253  ELLIP HEIGHT-          -2.65  (meters)          (04/17/03) GPS OBS
 DF5253  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 DF5253
 DF5253  HORZ ORDER  -  FIRST
 DF5253  ELLP ORDER  -  THIRD     CLASS I
 DF5253
 DF5253.The horizontal coordinates were established by GPS observations
 DF5253.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DF5253
 DF5253.The orthometric height was determined by GPS observations and a
 DF5253.high-resolution geoid model.
 DF5253
 DF5253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5253
 DF5253.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5253
 DF5253.The ellipsoidal height was determined by GPS observations
 DF5253.and is referenced to NAD 83.
 DF5253
 DF5253.The geoid height was determined by GEOID03.
 DF5253
 DF5253;                    North         East     Units Scale Factor Converg.
 DF5253;SPC NJ       -   154,326.734   144,886.116   MT  0.99990032   -0 02 19.7
 DF5253;SPC NJ       -   506,320.29    475,347.20   sFT  0.99990032   -0 02 19.7
 DF5253;UTM  18      - 4,452,653.158   537,428.109   MT  0.99961724   +0 17 02.7
 DF5253
 DF5253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5253!SPC NJ       -   1.00000042  x   0.99990032  =   0.99990074
 DF5253!UTM  18      -   1.00000042  x   0.99961724  =   0.99961766
 DF5253
 DF5253                          SUPERSEDED SURVEY CONTROL
 DF5253
 DF5253.No superseded survey control is available for this station.
 DF5253
 DF5253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3742852653(NAD 83)
 DF5253_MARKER: DD = SURVEY DISK
 DF5253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5253_STAMPING: 11 J 2 1991
 DF5253_MARK LOGO: NJGS  
 DF5253_PROJECTION: FLUSH
 DF5253_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5253+STABILITY: SURFACE MOTION
 DF5253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5253+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DF5253
 DF5253  HISTORY     - Date     Condition        Report By
 DF5253  HISTORY     - 1991     MONUMENTED       NJGS
 DF5253  HISTORY     - 20020202 GOOD             NJGS
 DF5253
 DF5253                          STATION DESCRIPTION
 DF5253
 DF5253'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DF5253'THE STATION IS LOCATED IN WAHINGTON TOWNSHIP ON THE SOUTHEAST SIDE OF
 DF5253'WINDSOR ROAD.
 DF5253'TO REACH THE STATION FROM THE INTERSECTION OF THE NORTHBOUND LANES OF
 DF5253'U.S. HIGHWAY
 DF5253'130  AND WINDSOR ROAD, GO SOUTHEAST ON WINDSOR ROAD FOR 1.65 MI TO THE
 DF5253'STATION ON THE
 DF5253'LEFT.  THE STATION IS ALSO 0.3 MI NORTH NORTHEAST FROM THE
 DF5253'INTERSECTION OF THE NEW
 DF5253'JERSEY TURNPIKE WITH WINDSOR ROAD.
 DF5253' 
 DF5253'THE STATION IS 5.1 M SOUTH SOUTHEAST FROM THE CENTERLINE OF WINDSOR
 DF5253'ROAD, 201 M SOUTH
 DF5253'SOUTHWEST FROM THE CENTERLINE OF A STONE DRIVEWAY FOR HOUSE NUMBER
 DF5253'324, MEASURED
 DF5253'ALONG THE CENTERLINE OF WINDSOR ROAD, AND 1.8 M SOUTH SOUTHEAST FRON
 DF5253'THE SOUTHEAST
 DF5253'EDGE OF PAVING OF WINDSOR ROAD.  THE STATION IS SET FLUSH WITH THE
 DF5253'GROUND.
 DF5253'
 DF5253'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF5267 ***********************************************************************
 DF5267  DESIGNATION -  11 J 4
 DF5267  PID         -  DF5267
 DF5267  STATE/COUNTY-  NJ/MERCER
 DF5267  USGS QUAD   -  ALLENTOWN (1995)
 DF5267
 DF5267                         *CURRENT SURVEY CONTROL
 DF5267  ___________________________________________________________________
 DF5267* NAD 83(1996)-  40 14 29.18044(N)    074 31 51.33745(W)     ADJUSTED  
 DF5267* NAVD 88     -        42.2    (meters)     138.     (feet)  GPS OBS   
 DF5267  ___________________________________________________________________
 DF5267  X           -   1,300,368.382 (meters)                     COMP
 DF5267  Y           -  -4,698,824.520 (meters)                     COMP
 DF5267  Z           -   4,098,492.031 (meters)                     COMP
 DF5267  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 DF5267  ELLIP HEIGHT-           9.61  (meters)          (04/17/03) GPS OBS
 DF5267  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DF5267
 DF5267  HORZ ORDER  -  FIRST
 DF5267  ELLP ORDER  -  THIRD     CLASS I
 DF5267
 DF5267.The horizontal coordinates were established by GPS observations
 DF5267.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DF5267
 DF5267.The orthometric height was determined by GPS observations and a
 DF5267.high-resolution geoid model.
 DF5267
 DF5267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5267
 DF5267.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5267
 DF5267.The ellipsoidal height was determined by GPS observations
 DF5267.and is referenced to NAD 83.
 DF5267
 DF5267.The geoid height was determined by GEOID03.
 DF5267
 DF5267;                    North         East     Units Scale Factor Converg.
 DF5267;SPC NJ       -   156,320.838   147,368.606   MT  0.99990009   -0 01 11.9
 DF5267;SPC NJ       -   512,862.62    483,491.83   sFT  0.99990009   -0 01 11.9
 DF5267;UTM  18      - 4,454,660.657   539,898.624   MT  0.99961960   +0 18 10.9
 DF5267
 DF5267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5267!SPC NJ       -   0.99999849  x   0.99990009  =   0.99989858
 DF5267!UTM  18      -   0.99999849  x   0.99961960  =   0.99961809
 DF5267
 DF5267                          SUPERSEDED SURVEY CONTROL
 DF5267
 DF5267.No superseded survey control is available for this station.
 DF5267
 DF5267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3989954661(NAD 83)
 DF5267_MARKER: DD = SURVEY DISK
 DF5267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5267_STAMPING: 11 J 4 2001
 DF5267_MARK LOGO: NJGS  
 DF5267_PROJECTION: FLUSH
 DF5267_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5267+STABILITY: SURFACE MOTION
 DF5267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5267+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DF5267
 DF5267  HISTORY     - Date     Condition        Report By
 DF5267  HISTORY     - 2001     MONUMENTED       NJGS
 DF5267  HISTORY     - 20020202 GOOD             NJGS
 DF5267
 DF5267                          STATION DESCRIPTION
 DF5267
 DF5267'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DF5267'THE STATION IS LOCATED IN EAST WINDSOR TOWNSHIP ON THE NORTHWEST SIDE
 DF5267'OF OLD YORK
 DF5267'ROAD, COUNTY ROAD 539, AT THE INTERSECTION WITH PEMBERTON LANE.  TO
 DF5267'REACH THE STATION
 DF5267'FROM THE BRIDGE CARRYING OLD YORK ROAD OVER THE NEW JERSEY TURNPIKE,
 DF5267'GO NORTH ON OLD
 DF5267'YORK ROAD FOR 0.15 MI TO THE STATION ON THE LEFT.
 DF5267' 
 DF5267'THE STATION IS 1.0 M SOUTH FROM THE SOUTH EDGE OF THE SIDEWALK ON THE
 DF5267'SOUTH SIDE OF
 DF5267'PEMBERTON LANE, 1.0 M SOUTHWEST FROM THE FACE OF THE BELGIAN BLOCK
 DF5267'CURB ON THE SOUTH
 DF5267'SIDE OF PEMBERTON LANE, 26.8 M SOUTH SOUTHWEST FROM A FIRE HYDRANT,
 DF5267'11.6 M WEST FROM
 DF5267'THE CENTERLINE OF OLD YORK ROAD, 7.6 M SOUTH FROM THE CENTERLINE OF
 DF5267'PEMBERTON LANE,
 DF5267'AND 17.1 M NORTHEAST FROM THE NORTHEAST CORNER OF HOUSE NUMBER 1.  THE
 DF5267'STATION IS SET
 DF5267'FLUSH WITH THE GROUND.
 DF5267'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6331 ***********************************************************************
 KV6331  DESIGNATION -  11 K 1
 KV6331  PID         -  KV6331
 KV6331  STATE/COUNTY-  NJ/MERCER
 KV6331  USGS QUAD   -  ALLENTOWN (1995)
 KV6331
 KV6331                         *CURRENT SURVEY CONTROL
 KV6331  ___________________________________________________________________
 KV6331* NAD 83(1986)-  40 11 11.     (N)    074 34 21.     (W)     SCALED    
 KV6331* NAVD 88     -        29.296  (meters)      96.12   (feet)  ADJUSTED  
 KV6331  ___________________________________________________________________
 KV6331  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KV6331  DYNAMIC HT  -          29.284 (meters)      96.08  (feet)  COMP
 KV6331  MODELED GRAV-     980,205.5   (mgal)                       NAVD 88
 KV6331
 KV6331  VERT ORDER  -  FIRST     CLASS II
 KV6331
 KV6331.The horizontal coordinates were scaled from a topographic map and have
 KV6331.an estimated accuracy of +/- 6 seconds.
 KV6331
 KV6331.The orthometric height was determined by differential leveling
 KV6331.and adjusted by the National Geodetic Survey in June 1991..
 KV6331
 KV6331.The geoid height was determined by GEOID03.
 KV6331
 KV6331.The dynamic height is computed by dividing the NAVD 88
 KV6331.geopotential number by the normal gravity value computed on the
 KV6331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6331.degrees latitude (g = 980.6199 gals.).
 KV6331
 KV6331.The modeled gravity was interpolated from observed gravity values.
 KV6331
 KV6331;                    North         East    Units  Estimated Accuracy
 KV6331;SPC NJ       -   150,210.      143,830.      MT  (+/- 180 meters Scaled)
 KV6331
 KV6331                          SUPERSEDED SURVEY CONTROL
 KV6331
 KV6331  NGVD 29 (01/10/92)   29.624  (m)           97.19   (f) ADJUSTED    1 2
 KV6331
 KV6331.Superseded values are not recommended for survey control.
 KV6331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6331.See file dsdata.txt to determine how the superseded data were derived.
 KV6331
 KV6331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK363485(NAD 83)
 KV6331_MARKER: DD = SURVEY DISK
 KV6331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6331_SP_SET: PREFAB CONC. POST IN EARTH
 KV6331_STAMPING: 11 K 1
 KV6331_MARK LOGO: NJDT  
 KV6331_PROJECTION: FLUSH
 KV6331_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6331+STABILITY: SURFACE MOTION
 KV6331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6331+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 KV6331
 KV6331  HISTORY     - Date     Condition        Report By
 KV6331  HISTORY     - 1989     MONUMENTED       NJDT
 KV6331  HISTORY     - 19890629 GOOD             NJGS
 KV6331  HISTORY     - 19950516 GOOD             NJGS
 KV6331  HISTORY     - 20020708 GOOD             NJGS
 KV6331
 KV6331                          STATION DESCRIPTION
 KV6331
 KV6331'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6331'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6331'IN WASHINGTON TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6331'ROUTE I195, EXIT 8, AT BRIDGE STRUCTURE 1330.150, MILEPOST 8.53 AND
 KV6331'COUNTY ROUTE 539, OLD YORK ROAD, GO WEST 0.2 KM (0.1 MI) ON ROUTE
 KV6331'I195 TO THE STATION ON THE LEFT, 8.2 M (26.9 FT) SOUTH SOUTHWEST FROM
 KV6331'THE EDGE OF THE WESTBOUND I195 LANES, 8.2 M (26.9 FT) NORTH NORTHEAST
 KV6331'FROM THE EDGE OF THE EASTBOUND I195 LANES, 30.6 M (100.4 FT) EAST
 KV6331'SOUTHEAST FROM AN E TYPE INLET IN THE MEDIAN, 39.0 M (128.0 FT)
 KV6331'SOUTHEAST FROM THE NOSE OF THE SOUTH CURB OF THE ROUTE 539 SOUTH,
 KV6331'ROUTE I195 WEST RAMP, 92 M (301.8 FT) EAST SOUTHEAST FROM THE SIGN
 KV6331'BRIDGE, STRUCTURE 1135.202, MILEPOST 8.36 OVER THE EASTBOUND I195
 KV6331'LANES AND SET FLUSH WITH THE GROUND.  THE STATION IS A 0.02 M (0.07
 KV6331'FT) DIAMETER BRASS PLUG.
 KV6331
 KV6331                          STATION RECOVERY (1995)
 KV6331
 KV6331'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 KV6331'RECOVERED AS DESCRIBED.
 KV6331
 KV6331                          STATION RECOVERY (2002)
 KV6331
 KV6331'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6331'RECOVERED AS DESCRIBED.
 KV6331'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6929 ***********************************************************************
 KV6929  DESIGNATION -  11 K 2
 KV6929  PID         -  KV6929
 KV6929  STATE/COUNTY-  NJ/MERCER
 KV6929  USGS QUAD   -  ALLENTOWN (1995)
 KV6929
 KV6929                         *CURRENT SURVEY CONTROL
 KV6929  ___________________________________________________________________
 KV6929* NAD 83(1996)-  40 14 18.17570(N)    074 33 45.40230(W)     ADJUSTED  
 KV6929* NAVD 88     -        34.1    (meters)     112.     (feet)  GPS OBS   
 KV6929  ___________________________________________________________________
 KV6929  X           -   1,297,826.425 (meters)                     COMP
 KV6929  Y           -  -4,699,748.234 (meters)                     COMP
 KV6929  Z           -   4,098,227.629 (meters)                     COMP
 KV6929  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 KV6929  ELLIP HEIGHT-           1.41  (meters)          (10/23/02) GPS OBS
 KV6929  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KV6929
 KV6929  HORZ ORDER  -  FIRST
 KV6929  ELLP ORDER  -  FOURTH    CLASS I
 KV6929
 KV6929.The horizontal coordinates were established by GPS observations
 KV6929.and adjusted by the National Geodetic Survey in May 1999..
 KV6929
 KV6929.The orthometric height was determined by GPS observations and a
 KV6929.high-resolution geoid model.
 KV6929
 KV6929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6929
 KV6929.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6929
 KV6929.The ellipsoidal height was determined by GPS observations
 KV6929.and is referenced to NAD 83.
 KV6929
 KV6929.The geoid height was determined by GEOID03.
 KV6929
 KV6929;                    North         East     Units Scale Factor Converg.
 KV6929;SPC NJ       -   155,982.861   144,672.513   MT  0.99990035   -0 02 25.6
 KV6929;SPC NJ       -   511,753.77    474,646.40   sFT  0.99990035   -0 02 25.6
 KV6929;UTM  18      - 4,454,307.585   537,205.237   MT  0.99961704   +0 16 57.2
 KV6929
 KV6929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6929!SPC NJ       -   0.99999978  x   0.99990035  =   0.99990013
 KV6929!UTM  18      -   0.99999978  x   0.99961704  =   0.99961682
 KV6929
 KV6929                          SUPERSEDED SURVEY CONTROL
 KV6929
 KV6929  NAD 83(1992)-  40 14 18.17557(N)    074 33 45.40459(W) AD(       ) 1
 KV6929
 KV6929.Superseded values are not recommended for survey control.
 KV6929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6929.See file dsdata.txt to determine how the superseded data were derived.
 KV6929
 KV6929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3720554308(NAD 83)
 KV6929_MARKER: DD = SURVEY DISK
 KV6929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6929_SP_SET: CONCRETE POST
 KV6929_STAMPING: 11 K 2 1991
 KV6929_MARK LOGO: NJGS  
 KV6929_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6929+STABILITY: SURFACE MOTION
 KV6929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6929+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6929
 KV6929  HISTORY     - Date     Condition        Report By
 KV6929  HISTORY     - 1991     MONUMENTED       NJGS
 KV6929  HISTORY     - 19920327 GOOD
 KV6929  HISTORY     - 20020202 GOOD             NJGS
 KV6929
 KV6929                          STATION DESCRIPTION
 KV6929
 KV6929'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6929'THE STATION IS LOCATED IN WASHINGTON TOWNSHIP ON THE NORTHWEST SIDE OF
 KV6929'PERRINEVILLE ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF THE
 KV6929'NORTHBOUND LANES OF U.S. HIGHWAY 130 AND VOEBEL ROAD, GO SOUTHEAST ON
 KV6929'VOEBEL ROAD FOR 0.85 MI (1.37 KM) TO THE TEE INTERSECTION WITH
 KV6929'PERRINEVILLE ROAD.  TURN RIGHT AND GO WEST NORTHWEST FOR 0.3 MI
 KV6929'(0.5 KM) ON PERRINEVILLE ROAD TO THE STATION ON THE RIGHT.  THE
 KV6929'STATION IS 23.0 M (75.5 FT) EAST NORTHEAST FROM POLE BT231, 34.3 M
 KV6929'(112.5 FT) EAST NORTHEAST FROM THE CENTERLINE OF A PAVED DRIVE FOR
 KV6929'HOUSE NUMBER 301, A ONE AND A HALF STORY BRICK RANCH, 24.9 M
 KV6929'(81.7 FT) NORTH NORTHEAST FROM POLE 257, 4.3 M (14.1 FT) NORTH
 KV6929'NORTHWEST FROM THE CENTERLINE OF PERRINEVILLE ROAD. 1.4 M (4.6 FT)
 KV6929'NORTH NORTHWEST FROM THE NORTH EDGE OF PERRINEVILLE ROAD, 15.3 M
 KV6929'(50.2 FT) WEST FROM A RIGHT TURN AHEAD SIGN, 25.0 M (82.0 FT) WEST
 KV6929'FROM POLE 257 AND ONE HALF AND 30.5 M (100.1 FT) WEST SOUTHWEST FROM
 KV6929'THE CENTER OF A STONE DRIVE FOR HOUSE NUMBER 319.  THE STATION IS SET
 KV6929'FLUSH WITH THE GROUND.
 KV6929
 KV6929                          STATION RECOVERY (1992)
 KV6929
 KV6929'RECOVERED 1992
 KV6929'RECOVERED IN GOOD CONDITION.
 KV6929
 KV6929                          STATION RECOVERY (2002)
 KV6929
 KV6929'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6929'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 KV6929'24.1 M SOUTHWEST
 KV6929'FROM A MAILBOX FOR HOUSE NUMBER 319, A TWO STORY FRAME DWELLING.
 KV6929' 
 KV6929'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6691 ***********************************************************************
 AB6691  DESIGNATION -  11 K 3
 AB6691  PID         -  AB6691
 AB6691  STATE/COUNTY-  NJ/MERCER
 AB6691  USGS QUAD   -  PRINCETON (1981)
 AB6691
 AB6691                         *CURRENT SURVEY CONTROL
 AB6691  ___________________________________________________________________
 AB6691* NAD 83(1986)-  40 21 51.     (N)    074 39 09.     (W)     SCALED    
 AB6691* NAVD 88     -        49.722  (meters)     163.13   (feet)  ADJUSTED  
 AB6691  ___________________________________________________________________
 AB6691  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 AB6691  DYNAMIC HT  -          49.699 (meters)     163.05  (feet)  COMP
 AB6691  MODELED GRAV-     980,162.0   (mgal)                       NAVD 88
 AB6691
 AB6691  VERT ORDER  -  FIRST     CLASS II
 AB6691
 AB6691.The horizontal coordinates were scaled from a topographic map and have
 AB6691.an estimated accuracy of +/- 6 seconds.
 AB6691
 AB6691.The orthometric height was determined by differential leveling
 AB6691.and adjusted by the National Geodetic Survey in September 1996..
 AB6691
 AB6691.The geoid height was determined by GEOID03.
 AB6691
 AB6691.The dynamic height is computed by dividing the NAVD 88
 AB6691.geopotential number by the normal gravity value computed on the
 AB6691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6691.degrees latitude (g = 980.6199 gals.).
 AB6691
 AB6691.The modeled gravity was interpolated from observed gravity values.
 AB6691
 AB6691;                    North         East    Units  Estimated Accuracy
 AB6691;SPC NJ       -   169,960.      137,050.      MT  (+/- 180 meters Scaled)
 AB6691
 AB6691                          SUPERSEDED SURVEY CONTROL
 AB6691
 AB6691.No superseded survey control is available for this station.
 AB6691
 AB6691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK295682(NAD 83)
 AB6691_MARKER: DD = SURVEY DISK
 AB6691_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB6691_SP_SET: BOX FOUNDATION
 AB6691_STAMPING: 11 K 3 1995
 AB6691_MARK LOGO: NJGS  
 AB6691_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6691_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6691+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6691
 AB6691  HISTORY     - Date     Condition        Report By
 AB6691  HISTORY     - 1995     MONUMENTED       NJGS
 AB6691
 AB6691                          STATION DESCRIPTION
 AB6691
 AB6691'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 AB6691'THE STATION IS LOCATED IN PRINCETON TOWNSHIP ON THE NORTHEAST SIDE OF
 AB6691'NORTH HARRISON STREET, COUNTY ROAD 629.  TO REACH THE STATION FROM THE
 AB6691'INTERSECTION OF NASSAU STREET, STATE ROUTE 27 AND NORTH HARRISON
 AB6691'STREET, COUNTY ROAD 629 IN THE BOROUGH OF PRINCETON, GO NORTHWEST ON
 AB6691'NORTH HARRISON STREET FOR 0.8 MI (1.3 KM) TO THE NORTHERN MOST
 AB6691'ENTRANCE DRIVE LEADING TO THE PRINCETON SHOPPING CENTER AND THE
 AB6691'STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN AN ELECTRICAL
 AB6691'JUNCTION BOX, OPPOSITE THE TEE INTERSECTION OF NORTH HARRISON STREET
 AB6691'AND VALLEY ROAD.  THE STATION IS 13.0 M (42.7 FT) EAST FROM A TRAFFIC
 AB6691'LIGHT POST IN THE GRASS MEDIAN ISLAND IN THE CENTER OF NORTH HARRISON
 AB6691'STREET, 18.4 M (60.4 FT) NORTH FROM THE CENTERLINE OF THE ENTRANCE
 AB6691'DRIVE LEADING INTO THE SHOPPING CENTER, 6.2 M (20.3 FT) SOUTHEAST FROM
 AB6691'POLE NUMBER PS 2332 PT AND 0.7 M (2.3 FT) NORTHEAST FROM A TRAFFIC
 AB6691'LIGHT POST AT THE NORTHEAST CORNER OF THE INTERSECTION.  THE STATION
 AB6691'IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9803 ***********************************************************************
 DE9803  DESIGNATION -  11 K 4
 DE9803  PID         -  DE9803
 DE9803  STATE/COUNTY-  NJ/MERCER
 DE9803  USGS QUAD   -  TRENTON EAST (1981)
 DE9803
 DE9803                         *CURRENT SURVEY CONTROL
 DE9803  ___________________________________________________________________
 DE9803* NAD 83(1986)-  40 11 14.     (N)    074 41 19.     (W)     SCALED    
 DE9803* NAVD 88     -         9.617  (meters)      31.55   (feet)  ADJUSTED  
 DE9803  ___________________________________________________________________
 DE9803  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 DE9803  DYNAMIC HT  -           9.613 (meters)      31.54  (feet)  COMP
 DE9803  MODELED GRAV-     980,192.4   (mgal)                       NAVD 88
 DE9803
 DE9803  VERT ORDER  -  FIRST     CLASS II
 DE9803
 DE9803.The horizontal coordinates were scaled from a topographic map and have
 DE9803.an estimated accuracy of +/- 6 seconds.
 DE9803
 DE9803.The orthometric height was determined by differential leveling
 DE9803.and adjusted by the National Geodetic Survey in March 2005..
 DE9803
 DE9803.The geoid height was determined by GEOID03.
 DE9803
 DE9803.The dynamic height is computed by dividing the NAVD 88
 DE9803.geopotential number by the normal gravity value computed on the
 DE9803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9803.degrees latitude (g = 980.6199 gals.).
 DE9803
 DE9803.The modeled gravity was interpolated from observed gravity values.
 DE9803
 DE9803;                    North         East    Units  Estimated Accuracy
 DE9803;SPC NJ       -   150,320.      133,940.      MT  (+/- 180 meters Scaled)
 DE9803
 DE9803                          SUPERSEDED SURVEY CONTROL
 DE9803
 DE9803.No superseded survey control is available for this station.
 DE9803
 DE9803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK265485(NAD 83)
 DE9803_MARKER: DD = SURVEY DISK
 DE9803_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE9803_SP_SET: BRIDGE SIDEWALK
 DE9803_STAMPING: 11 K 4 2001
 DE9803_MARK LOGO: NJGS  
 DE9803_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9803+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2001
 DE9803
 DE9803  HISTORY     - Date     Condition        Report By
 DE9803  HISTORY     - 2001     MONUMENTED       NJGS
 DE9803  HISTORY     - 20010708 GOOD             NJGS
 DE9803
 DE9803                          STATION DESCRIPTION
 DE9803
 DE9803'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 DE9803'THE STATION IS LOCATED IN HAMILTON TOWNSHIP ON THE NORTH SIDE OF THE
 DE9803'BRIDGE CARRYING
 DE9803'SOUTH BROAD STREET, COUNTY ROAD 524, OVER GROPPS LAKE AND IS LOCATED
 DE9803'ABOUT 0.1 MI EAST
 DE9803'FROM THE BRIDGE CARRYING INTERSTATE HIGHWAY 195 OVER SOUTH BROAD
 DE9803'STREET.  THE STATION
 DE9803'IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE NORTHEAST ABUTMENT
 DE9803'HEADWALL, AND IS LEVEL
 DE9803'WITH THE NORTHEAST BRIDGE SIDEWALK.  THE STATION IS 19.4 M WEST FROM
 DE9803'WOOD UTILITY POLE
 DE9803'NUMBER 13885HM, AND 0.5 M NORTH FROM THE NORTH CURB OF SOUTH BROAD
 DE9803'STREET.
 DE9803' 
 DE9803'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6332 ***********************************************************************
 KV6332  DESIGNATION -  11 L 1
 KV6332  PID         -  KV6332
 KV6332  STATE/COUNTY-  NJ/MERCER
 KV6332  USGS QUAD   -  ALLENTOWN (1995)
 KV6332
 KV6332                         *CURRENT SURVEY CONTROL
 KV6332  ___________________________________________________________________
 KV6332* NAD 83(1986)-  40 11 25.     (N)    074 35 07.     (W)     SCALED    
 KV6332* NAVD 88     -        30.061  (meters)      98.63   (feet)  ADJUSTED  
 KV6332  ___________________________________________________________________
 KV6332  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KV6332  DYNAMIC HT  -          30.048 (meters)      98.58  (feet)  COMP
 KV6332  MODELED GRAV-     980,203.8   (mgal)                       NAVD 88
 KV6332
 KV6332  VERT ORDER  -  FIRST     CLASS II
 KV6332
 KV6332.The horizontal coordinates were scaled from a topographic map and have
 KV6332.an estimated accuracy of +/- 6 seconds.
 KV6332
 KV6332.The orthometric height was determined by differential leveling
 KV6332.and adjusted by the National Geodetic Survey in June 1991..
 KV6332
 KV6332.The geoid height was determined by GEOID03.
 KV6332
 KV6332.The dynamic height is computed by dividing the NAVD 88
 KV6332.geopotential number by the normal gravity value computed on the
 KV6332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6332.degrees latitude (g = 980.6199 gals.).
 KV6332
 KV6332.The modeled gravity was interpolated from observed gravity values.
 KV6332
 KV6332;                    North         East    Units  Estimated Accuracy
 KV6332;SPC NJ       -   150,640.      142,740.      MT  (+/- 180 meters Scaled)
 KV6332
 KV6332                          SUPERSEDED SURVEY CONTROL
 KV6332
 KV6332  NGVD 29 (01/10/92)   30.389  (m)           99.70   (f) ADJUSTED    1 2
 KV6332
 KV6332.Superseded values are not recommended for survey control.
 KV6332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6332.See file dsdata.txt to determine how the superseded data were derived.
 KV6332
 KV6332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK353489(NAD 83)
 KV6332_MARKER: DD = SURVEY DISK
 KV6332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6332_SP_SET: CONCRETE POST
 KV6332_STAMPING: 11 L 1 1989
 KV6332_MARK LOGO: NJGS  
 KV6332_PROJECTION: FLUSH
 KV6332_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6332+STABILITY: SURFACE MOTION
 KV6332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6332+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 KV6332
 KV6332  HISTORY     - Date     Condition        Report By
 KV6332  HISTORY     - 1989     MONUMENTED       NJDT
 KV6332  HISTORY     - 19890629 GOOD             NJGS
 KV6332  HISTORY     - 19950418 GOOD             NJGS
 KV6332  HISTORY     - 20020708 GOOD             NJGS
 KV6332
 KV6332                          STATION DESCRIPTION
 KV6332
 KV6332'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6332'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6332'IN WASHINGTON TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6332'ROUTE I195, EXIT 8, AT BRIDGE STRUCTURE 1330.150, MILEPOST 8.53 AND
 KV6332'COUNTY ROUTE 539, OLD YORK ROAD, GO WEST 1.45 KM (0.90 MI) ON ROUTE
 KV6332'I195 TO THE MARK ON THE LEFT, ALSO 0.55 KM (0.34 MI) EAST ON ROUTE
 KV6332'I195 FROM ITS JUNCTION, EXIT 7, WITH COUNTY ROUTE 526, ALLENTOWN
 KV6332'ROBBINSVILLE ROAD, 7.55 M (24.77 FT) SOUTH FROM THE EDGE OF THE
 KV6332'WESTBOUND I195 LANES, 7.55 M (24.77 FT) NORTH FROM THE EDGE OF THE
 KV6332'EASTBOUND I195 LANES, 60.0 M (196.8 FT) WEST FROM, MEASURED ALONG THE
 KV6332'MEDIAN AND NORMAL TO, A SIGN EXIT 7 ROUTE 526 ON THE NORTH SIDE OF
 KV6332'THE WESTBOUND I195 LANES AND SET FLUSH WITH THE GROUND.
 KV6332
 KV6332                          STATION RECOVERY (1995)
 KV6332
 KV6332'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV6332'RECOVERED AS DESCRIBED.
 KV6332
 KV6332                          STATION RECOVERY (2002)
 KV6332
 KV6332'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 KV6332'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS
 KV6332'0.80 MI WEST FROM
 KV6332'BRIDGE NUMBER 1330 159 CARRYING COUNTY ROAD 539 OVER INTERSTATE
 KV6332'HIGHWAY 195 .  THE SIGN
 KV6332'FOR EXIT 7, ROUTE 526 ON THE NORTH SIDE OF THE WESTBOUND LANES OF
 KV6332'INTERSTATE HIGHWAY
 KV6332'195 HAS BEEN REMOVED.  THE STATION IS ABOUT 45.0 M EAST FROM MILE POST
 KV6332'7.6, LOCATED ON THE
 KV6332'WESTBOUND LANES OF INTERSTATE HIGHWAY 195.
 KV6332'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF5254 ***********************************************************************
 DF5254  DESIGNATION -  11 L 2
 DF5254  PID         -  DF5254
 DF5254  STATE/COUNTY-  NJ/MERCER
 DF5254  USGS QUAD   -  ALLENTOWN (1995)
 DF5254
 DF5254                         *CURRENT SURVEY CONTROL
 DF5254  ___________________________________________________________________
 DF5254* NAD 83(1996)-  40 12 54.35338(N)    074 34 17.58659(W)     ADJUSTED  
 DF5254* NAVD 88     -        36.1    (meters)     118.     (feet)  GPS OBS   
 DF5254  ___________________________________________________________________
 DF5254  X           -   1,297,537.704 (meters)                     COMP
 DF5254  Y           -  -4,701,561.720 (meters)                     COMP
 DF5254  Z           -   4,096,254.984 (meters)                     COMP
 DF5254  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 DF5254  ELLIP HEIGHT-           3.45  (meters)          (04/17/03) GPS OBS
 DF5254  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 DF5254
 DF5254  HORZ ORDER  -  FIRST
 DF5254  ELLP ORDER  -  THIRD     CLASS I
 DF5254
 DF5254.The horizontal coordinates were established by GPS observations
 DF5254.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DF5254
 DF5254.The orthometric height was determined by GPS observations and a
 DF5254.high-resolution geoid model.
 DF5254
 DF5254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5254
 DF5254.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5254
 DF5254.The ellipsoidal height was determined by GPS observations
 DF5254.and is referenced to NAD 83.
 DF5254
 DF5254.The geoid height was determined by GEOID03.
 DF5254
 DF5254;                    North         East     Units Scale Factor Converg.
 DF5254;SPC NJ       -   153,398.265   143,909.737   MT  0.99990046   -0 02 46.3
 DF5254;SPC NJ       -   503,274.14    472,143.86   sFT  0.99990046   -0 02 46.3
 DF5254;UTM  18      - 4,451,719.466   536,457.253   MT  0.99961636   +0 16 35.9
 DF5254
 DF5254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5254!SPC NJ       -   0.99999946  x   0.99990046  =   0.99989992
 DF5254!UTM  18      -   0.99999946  x   0.99961636  =   0.99961582
 DF5254
 DF5254                          SUPERSEDED SURVEY CONTROL
 DF5254
 DF5254.No superseded survey control is available for this station.
 DF5254
 DF5254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3645751719(NAD 83)
 DF5254_MARKER: DD = SURVEY DISK
 DF5254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5254_STAMPING: 11 L 2 1991
 DF5254_MARK LOGO: NJGS  
 DF5254_PROJECTION: FLUSH
 DF5254_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5254+STABILITY: SURFACE MOTION
 DF5254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5254+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DF5254
 DF5254  HISTORY     - Date     Condition        Report By
 DF5254  HISTORY     - 1991     MONUMENTED       NJGS
 DF5254  HISTORY     - 20020202 GOOD             NJGS
 DF5254
 DF5254                          STATION DESCRIPTION
 DF5254
 DF5254'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DF5254'THE STATION IS LOCATED IN WASHINGTON TOWNSHIP ON THE NORTHEAST SIDE OF
 DF5254'SHARON ROAD,
 DF5254'AT THE TEE INTERSECTION WITH BRESNAHAN ROAD.  TO REACH THE STATION
 DF5254'FROM THE
 DF5254'INTERSECTION OF THE NORTHBOUND LANES OF U.S. HIGHWAY 130 AND SHARON
 DF5254'ROAD, GO EAST ON
 DF5254'SHARON ROAD FOR 1.9 MI TO A CROSSROADS INTERSECTION WITH GORDON ROAD.
 DF5254'CONTINUE
 DF5254'AHEAD ON SHARON ROAD FOR 0.65 MI TO THE STATION ON THE LEFT, JUST EAST
 DF5254'OF THE
 DF5254'INTERSECTION WITH BRESNAHAN ROAD.
 DF5254' 
 DF5254'THE STATION IS 14.8 M NORTH FROM THE CENTERLINE OF SHARON ROAD, 16.0 M
 DF5254'EAST FROM THE
 DF5254'CENTERLINE OF BRESNAHAN ROAD, 5.75 M NORTH FROM A STREET SIGN FOR
 DF5254'BRESNAHAN ROAD, AND
 DF5254'23.6 M EAST FROM A STOP SIGN.  THE STATION IS SET FLUSH WITH THE
 DF5254'GROUND.
 DF5254'
 DF5254'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9831 ***********************************************************************
 DE9831  DESIGNATION -  11 L 4
 DE9831  PID         -  DE9831
 DE9831  STATE/COUNTY-  NJ/MERCER
 DE9831  USGS QUAD   -  ALLENTOWN (1995)
 DE9831
 DE9831                         *CURRENT SURVEY CONTROL
 DE9831  ___________________________________________________________________
 DE9831* NAD 83(1986)-  40 11 20.     (N)    074 35 32.     (W)     SCALED    
 DE9831* NAVD 88     -        29.776  (meters)      97.69   (feet)  ADJUSTED  
 DE9831  ___________________________________________________________________
 DE9831  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 DE9831  DYNAMIC HT  -          29.763 (meters)      97.65  (feet)  COMP
 DE9831  MODELED GRAV-     980,203.3   (mgal)                       NAVD 88
 DE9831
 DE9831  VERT ORDER  -  FIRST     CLASS II
 DE9831
 DE9831.The horizontal coordinates were scaled from a topographic map and have
 DE9831.an estimated accuracy of +/- 6 seconds.
 DE9831
 DE9831.The orthometric height was determined by differential leveling
 DE9831.and adjusted by the National Geodetic Survey in March 2005..
 DE9831
 DE9831.The geoid height was determined by GEOID03.
 DE9831
 DE9831.The dynamic height is computed by dividing the NAVD 88
 DE9831.geopotential number by the normal gravity value computed on the
 DE9831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9831.degrees latitude (g = 980.6199 gals.).
 DE9831
 DE9831.The modeled gravity was interpolated from observed gravity values.
 DE9831
 DE9831;                    North         East    Units  Estimated Accuracy
 DE9831;SPC NJ       -   150,490.      142,150.      MT  (+/- 180 meters Scaled)
 DE9831
 DE9831                          SUPERSEDED SURVEY CONTROL
 DE9831
 DE9831.No superseded survey control is available for this station.
 DE9831
 DE9831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK347488(NAD 83)
 DE9831_MARKER: DD = SURVEY DISK
 DE9831_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE9831_SP_SET: CULVERT HEADWALL
 DE9831_STAMPING: 11 L 4 2002
 DE9831_MARK LOGO: NJGS  
 DE9831_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9831+STABILITY: SURFACE MOTION
 DE9831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9831+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 DE9831
 DE9831  HISTORY     - Date     Condition        Report By
 DE9831  HISTORY     - 2002     MONUMENTED       NJGS
 DE9831  HISTORY     - 20020708 GOOD             NJGS
 DE9831
 DE9831                          STATION DESCRIPTION
 DE9831
 DE9831'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DE9831'THE STATION IS LOCATED IN WASHINGTON TOWNSHIP ON THE WEST SIDE OF
 DE9831'ALLENTOWN
 DE9831'ROBBINSVILLE ROAD, COUNTY ROAD 526.  THE STATION IS ABOUT 0.05 MI
 DE9831'SOUTH FROM THE
 DE9831'SOUTHBOUND EXIT RAMP FROM INTERSTATE HIGHWAY 195 EASTBOUND ONTO COUNTY
 DE9831'ROAD 526.
 DE9831'THE STATION IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE WEST
 DE9831'CULVERT HEADWALL.  THE
 DE9831'STATION IS 77.2 M SOUTH SOUTHWEST FROM A FIRE HYDRANT, 31.0 M SOUTH
 DE9831'SOUTHWEST FROM
 DE9831'THE CENTER OF AN INLET ON THE WEST CURBLINE OF THE SOUTHBOUND LANES OF
 DE9831'COUNTY ROAD
 DE9831'526, 19.2 M SOUTHWEST FROM WOOD UTILITY POLE NUMBER 61176 WA, 3.9 M
 DE9831'WEST FROM THE WEST
 DE9831'CURBLINE OF COUNTY ROAD 526, 1.4 M NORTH FROM A METAL WITNESS POST
 DE9831'WITH ATTACHED SIGN
 DE9831'SET AT THE SOUTH END OF THE WEST CULVERT HEADWALL, AND 24.6 M NORTH
 DE9831'FROM THE CENTER
 DE9831'OF THE NORTHERLY OF TWO DRIVEWAY OPENINGS IN THE WEST CURBLINE OF
 DE9831'COUNTY ROAD 526.
 DE9831'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6333 ***********************************************************************
 KV6333  DESIGNATION -  11 M 1
 KV6333  PID         -  KV6333
 KV6333  STATE/COUNTY-  NJ/MERCER
 KV6333  USGS QUAD   -  ALLENTOWN (1995)
 KV6333
 KV6333                         *CURRENT SURVEY CONTROL
 KV6333  ___________________________________________________________________
 KV6333* NAD 83(1986)-  40 11 33.     (N)    074 35 45.     (W)     SCALED    
 KV6333* NAVD 88     -        36.996  (meters)     121.38   (feet)  ADJUSTED  
 KV6333  ___________________________________________________________________
 KV6333  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KV6333  DYNAMIC HT  -          36.980 (meters)     121.33  (feet)  COMP
 KV6333  MODELED GRAV-     980,202.4   (mgal)                       NAVD 88
 KV6333
 KV6333  VERT ORDER  -  FIRST     CLASS II
 KV6333
 KV6333.The horizontal coordinates were scaled from a topographic map and have
 KV6333.an estimated accuracy of +/- 6 seconds.
 KV6333
 KV6333.The orthometric height was determined by differential leveling
 KV6333.and adjusted by the National Geodetic Survey in March 2005..
 KV6333
 KV6333.The geoid height was determined by GEOID03.
 KV6333
 KV6333.The dynamic height is computed by dividing the NAVD 88
 KV6333.geopotential number by the normal gravity value computed on the
 KV6333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6333.degrees latitude (g = 980.6199 gals.).
 KV6333
 KV6333.The modeled gravity was interpolated from observed gravity values.
 KV6333
 KV6333;                    North         East    Units  Estimated Accuracy
 KV6333;SPC NJ       -   150,890.      141,840.      MT  (+/- 180 meters Scaled)
 KV6333
 KV6333                          SUPERSEDED SURVEY CONTROL
 KV6333
 KV6333  NAVD 88 (06/15/91)   37.003  (m)          121.40   (f) UNKNOWN     1 2
 KV6333  NGVD 29 (01/10/92)   37.331  (m)          122.48   (f) ADJUSTED    1 2
 KV6333
 KV6333.Superseded values are not recommended for survey control.
 KV6333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6333.See file dsdata.txt to determine how the superseded data were derived.
 KV6333
 KV6333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK344492(NAD 83)
 KV6333_MARKER: DD = SURVEY DISK
 KV6333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6333_SP_SET: PREFAB CONC. POST IN EARTH
 KV6333_STAMPING: 11 M 1 1989
 KV6333_MARK LOGO: NJGS  
 KV6333_PROJECTION: FLUSH
 KV6333_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6333+STABILITY: SURFACE MOTION
 KV6333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6333+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 KV6333
 KV6333  HISTORY     - Date     Condition        Report By
 KV6333  HISTORY     - 1989     MONUMENTED       NJDT
 KV6333  HISTORY     - 19890629 GOOD             NJGS
 KV6333  HISTORY     - 19950418 GOOD             NJGS
 KV6333  HISTORY     - 20020708 GOOD             NJGS
 KV6333
 KV6333                          STATION DESCRIPTION
 KV6333
 KV6333'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6333'THE STATION IS LOCATED IN THE MEDIAN OF INTERSTATE ROUTE I195, IN
 KV6333'WASHINGTON TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE
 KV6333'I195, EXIT 7, AT BRIDGE STRUCTURE 1135.152, MILEPOST 7.31 AND COUNTY
 KV6333'ROUTE 526, ALLENTOWN ROBBINSVILLE ROAD, GO WEST 0.5 KM (0.3 MI) ON
 KV6333'ROUTE I195 TO THE MARK ON THE LEFT, 7.6 M (24.9 FT) SOUTH FROM THE
 KV6333'EDGE OF THE WESTBOUND I195 LANES, 7.5 M (24.6 FT) NORTH FROM THE EDGE
 KV6333'OF THE EASTBOUND I195 LANES, 15.0 M (49.2 FT) EAST SOUTHEAST FROM AN
 KV6333'E TYPE INLET IN THE MEDIAN, 27.4 M (89.9 FT) SOUTH SOUTHEAST FROM THE
 KV6333'SOUTHEAST CORNER OF THE HEAD OF A B TYPE INLET ON THE NORTH SIDE OF
 KV6333'THE WESTBOUND I195 LANES, 54.9 M (180.1 FT) EAST SOUTHEAST FROM,
 KV6333'MEASURED ALONG THE MEDIAN AND NORMAL TO, MILEPOST 7.0 ON THE NORTH
 KV6333'SIDE OF THE WESTBOUND I195 LANES AND SET 0.3 M (1.0 FT) BELOW THE
 KV6333'GROUND.
 KV6333
 KV6333                          STATION RECOVERY (1995)
 KV6333
 KV6333'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV6333'RECOVERED AS DESCRIBED.
 KV6333
 KV6333                          STATION RECOVERY (2002)
 KV6333
 KV6333'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6333'RECOVERED AS DESCRIBED.
 KV6333'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6930 ***********************************************************************
 KV6930  DESIGNATION -  11 M 2
 KV6930  PID         -  KV6930
 KV6930  STATE/COUNTY-  NJ/MERCER
 KV6930  USGS QUAD   -  ALLENTOWN (1995)
 KV6930
 KV6930                         *CURRENT SURVEY CONTROL
 KV6930  ___________________________________________________________________
 KV6930* NAD 83(1996)-  40 14 28.69512(N)    074 31 51.51038(W)     ADJUSTED  
 KV6930* NAVD 88     -        42.6    (meters)     140.     (feet)  GPS OBS   
 KV6930  ___________________________________________________________________
 KV6930  X           -   1,300,367.096 (meters)                     COMP
 KV6930  Y           -  -4,698,835.196 (meters)                     COMP
 KV6930  Z           -   4,098,480.837 (meters)                     COMP
 KV6930  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 KV6930  ELLIP HEIGHT-           9.97  (meters)          (10/23/02) GPS OBS
 KV6930  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KV6930
 KV6930  HORZ ORDER  -  FIRST
 KV6930  ELLP ORDER  -  FOURTH    CLASS I
 KV6930
 KV6930.The horizontal coordinates were established by GPS observations
 KV6930.and adjusted by the National Geodetic Survey in May 1999..
 KV6930
 KV6930.The orthometric height was determined by GPS observations and a
 KV6930.high-resolution geoid model.
 KV6930
 KV6930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6930
 KV6930.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6930
 KV6930.The ellipsoidal height was determined by GPS observations
 KV6930.and is referenced to NAD 83.
 KV6930
 KV6930.The geoid height was determined by GEOID03.
 KV6930
 KV6930;                    North         East     Units Scale Factor Converg.
 KV6930;SPC NJ       -   156,305.872   147,364.514   MT  0.99990009   -0 01 12.0
 KV6930;SPC NJ       -   512,813.52    483,478.41   sFT  0.99990009   -0 01 12.0
 KV6930;UTM  18      - 4,454,645.672   539,894.617   MT  0.99961959   +0 18 10.8
 KV6930
 KV6930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6930!SPC NJ       -   0.99999844  x   0.99990009  =   0.99989853
 KV6930!UTM  18      -   0.99999844  x   0.99961959  =   0.99961803
 KV6930
 KV6930                          SUPERSEDED SURVEY CONTROL
 KV6930
 KV6930  ELLIP H (05/14/99)    9.96   (m)                       GP(       ) 4 1
 KV6930  NAD 83(1992)-  40 14 28.69502(N)    074 31 51.51260(W) AD(       ) 1
 KV6930
 KV6930.Superseded values are not recommended for survey control.
 KV6930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6930.See file dsdata.txt to determine how the superseded data were derived.
 KV6930
 KV6930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3989554646(NAD 83)
 KV6930_MARKER: DD = SURVEY DISK
 KV6930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6930_SP_SET: CONCRETE POST
 KV6930_STAMPING: 11 M 2 1991
 KV6930_MARK LOGO: NJGS  
 KV6930_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6930+STABILITY: SURFACE MOTION
 KV6930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6930+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1992
 KV6930
 KV6930  HISTORY     - Date     Condition        Report By
 KV6930  HISTORY     - 1991     MONUMENTED       NJGS
 KV6930  HISTORY     - 19920326 GOOD
 KV6930
 KV6930                          STATION DESCRIPTION
 KV6930
 KV6930'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6930'THE STATION IS LCATED IN EAST WINDSOR TOWNSHIP ON THE NORTHWEST SIDE
 KV6930'OF OLD YORK ROAD, COUNTY ROAD 539, JUST NORTH OF THE INTERSECTION
 KV6930'WITH THE NEW JERSEY TURNPIKE.  TO REACH THE STATION FROM THE BRIDGE
 KV6930'CARRYING OLD YORK ROAD OVER THE NEW JERSEY TURNPIKE, GO NORTH ON
 KV6930'COUNTY ROAD 539 FOR 0.10 MI (0.16 KM) TO THE STATION ON THE LEFT, SET
 KV6930'NEAR THE EDGE OF PAVING OF THE ORIGINAL ALIGNMENT OF OLD YORK ROAD,
 KV6930'NOW USED AS AN ACCESS ROAD FOR SEVERAL DWELLINGS.  THE STATION IS
 KV6930'15.9 M (52.2 FT) WEST FROM THE CENTERLINE OF OLD YORK ROAD, 28.6 M
 KV6930'(93.8 FT) NORTHWEST FROM AND ACROSS THE ROAD FROM POLE 40550 EW,
 KV6930'40.15 M (131.73 FT) NORTH NORTHWEST FROM POLE JC 1209 EW, 23.25 M
 KV6930'(76.28 FT) NORTH NORTWEST FROM THE NORTH CORNER OF AN INLET ON THE
 KV6930'EAST SIDE OF THE ACCESS ROAD NEXT TO COUNTY ROAD 539, 22.20 M
 KV6930'(72.83 FT) NORTH NORTHWEST FROM THE NORTH CORNER OF AN INLET ON THE
 KV6930'WEST SIDE OF THE ACCESS ROAD NEXT TO COUNTY ROAD 539, 3.4 M
 KV6930'(11.2 FT) WEST SOUTHWEST FROM THE EDGE OF PAVING OF THE ACCESS ROAD.
 KV6930'THE STATION IS SET FLUSH WITH THE GROUND.
 KV6930
 KV6930                          STATION RECOVERY (1992)
 KV6930
 KV6930'RECOVERED 1992
 KV6930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9832 ***********************************************************************
 DE9832  DESIGNATION -  11 M 4
 DE9832  PID         -  DE9832
 DE9832  STATE/COUNTY-  NJ/MERCER
 DE9832  USGS QUAD   -  TRENTON WEST (1995)
 DE9832
 DE9832                         *CURRENT SURVEY CONTROL
 DE9832  ___________________________________________________________________
 DE9832* NAD 83(1986)-  40 12 35.     (N)    074 45 20.     (W)     SCALED    
 DE9832* NAVD 88     -        15.810  (meters)      51.87   (feet)  ADJUSTED  
 DE9832  ___________________________________________________________________
 DE9832  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 DE9832  DYNAMIC HT  -          15.803 (meters)      51.85  (feet)  COMP
 DE9832  MODELED GRAV-     980,180.1   (mgal)                       NAVD 88
 DE9832
 DE9832  VERT ORDER  -  FIRST     CLASS II
 DE9832
 DE9832.The horizontal coordinates were scaled from a topographic map and have
 DE9832.an estimated accuracy of +/- 6 seconds.
 DE9832
 DE9832.The orthometric height was determined by differential leveling
 DE9832.and adjusted by the National Geodetic Survey in March 2005..
 DE9832.No vertical observational check was made to the station.
 DE9832
 DE9832.The geoid height was determined by GEOID03.
 DE9832
 DE9832.The dynamic height is computed by dividing the NAVD 88
 DE9832.geopotential number by the normal gravity value computed on the
 DE9832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9832.degrees latitude (g = 980.6199 gals.).
 DE9832
 DE9832.The modeled gravity was interpolated from observed gravity values.
 DE9832
 DE9832;                    North         East    Units  Estimated Accuracy
 DE9832;SPC NJ       -   152,830.      128,250.      MT  (+/- 180 meters Scaled)
 DE9832
 DE9832                          SUPERSEDED SURVEY CONTROL
 DE9832
 DE9832.No superseded survey control is available for this station.
 DE9832
 DE9832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK208510(NAD 83)
 DE9832_MARKER: DD = SURVEY DISK
 DE9832_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE9832_SP_SET: BRIDGE ABUTMENT
 DE9832_STAMPING: 11 M 4 2002
 DE9832_MARK LOGO: NJGS  
 DE9832_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9832+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 DE9832
 DE9832  HISTORY     - Date     Condition        Report By
 DE9832  HISTORY     - 2002     MONUMENTED       NJGS
 DE9832  HISTORY     - 20020708 GOOD             NJGS
 DE9832
 DE9832                          STATION DESCRIPTION
 DE9832
 DE9832'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DE9832'THE STATION IS LOCATED IN THE CITY OF TRENTON ON THE SOUTH SIDE OF THE
 DE9832'WEST ABUTMENT OF
 DE9832'THE BRIDGE CARRYING SOUTH BROAD STREET, U.S. HIGHWAY 206, OVER STATE
 DE9832'ROUTE 129.  THE
 DE9832'STATION IS 2.7 M SOUTH FROM THE SOUTH CURB OF SOUTH BROAD STREET, 1.0
 DE9832'M NORTHWEST
 DE9832'FROM THE WEST END OF THE SOUTH CONCRETE PARAPET WALL, 9.7 M SOUTHEAST
 DE9832'FROM A FIRE
 DE9832'HYDRANT, AND 13.0 M SOUTHEAST FROM THE CENTERLINE OF THIRD STREET.
 DE9832'THE STATION IS SET
 DE9832'FLUSH IN A DRILL HOLE IN THE TOP OF THE ABUTMENT BACKWALL WHICH IS
 DE9832'LEVEL WITH THE BRIDGE
 DE9832'SIDEWALK.
 DE9832' 
 DE9832'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6342 ***********************************************************************
 KV6342  DESIGNATION -  11 N 1
 KV6342  PID         -  KV6342
 KV6342  STATE/COUNTY-  NJ/MERCER
 KV6342  USGS QUAD   -  ALLENTOWN (1995)
 KV6342
 KV6342                         *CURRENT SURVEY CONTROL
 KV6342  ___________________________________________________________________
 KV6342* NAD 83(1986)-  40 11 43.     (N)    074 36 22.     (W)     SCALED    
 KV6342* NAVD 88     -        31.648  (meters)     103.83   (feet)  ADJUSTED  
 KV6342  ___________________________________________________________________
 KV6342  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KV6342  DYNAMIC HT  -          31.635 (meters)     103.79  (feet)  COMP
 KV6342  MODELED GRAV-     980,201.0   (mgal)                       NAVD 88
 KV6342
 KV6342  VERT ORDER  -  FIRST     CLASS II
 KV6342
 KV6342.The horizontal coordinates were scaled from a topographic map and have
 KV6342.an estimated accuracy of +/- 6 seconds.
 KV6342
 KV6342.The orthometric height was determined by differential leveling
 KV6342.and adjusted by the National Geodetic Survey in June 1991..
 KV6342
 KV6342.The geoid height was determined by GEOID03.
 KV6342
 KV6342.The dynamic height is computed by dividing the NAVD 88
 KV6342.geopotential number by the normal gravity value computed on the
 KV6342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6342.degrees latitude (g = 980.6199 gals.).
 KV6342
 KV6342.The modeled gravity was interpolated from observed gravity values.
 KV6342
 KV6342;                    North         East    Units  Estimated Accuracy
 KV6342;SPC NJ       -   151,200.      140,970.      MT  (+/- 180 meters Scaled)
 KV6342
 KV6342                          SUPERSEDED SURVEY CONTROL
 KV6342
 KV6342  NGVD 29 (01/10/92)   31.976  (m)          104.91   (f) ADJUSTED    1 2
 KV6342
 KV6342.Superseded values are not recommended for survey control.
 KV6342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6342.See file dsdata.txt to determine how the superseded data were derived.
 KV6342
 KV6342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK335495(NAD 83)
 KV6342_MARKER: DD = SURVEY DISK
 KV6342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6342_SP_SET: CONCRETE POST
 KV6342_STAMPING: 11 N 1 1989
 KV6342_MARK LOGO: NJGS  
 KV6342_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6342+STABILITY: SURFACE MOTION
 KV6342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6342+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KV6342
 KV6342  HISTORY     - Date     Condition        Report By
 KV6342  HISTORY     - 1989     MONUMENTED       NJGS
 KV6342
 KV6342                          STATION DESCRIPTION
 KV6342
 KV6342'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6342'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6342'IN WASHINGTON TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6342'INTERSTATE ROUTE I195, EXIT 7, AT BRIDGE STRUCTURE 1135.152, MILEPOST
 KV6342'7.31 AND COUNTY ROUTE 526, ALLENTOWN ROBBINSVILLE ROAD, GO WEST 1.2
 KV6342'KM (0.7 MI) ON ROUTE I195 TO THE STATION ON THE LEFT, ALSO 0.4 KM
 KV6342'(0.2 MI) EAST FROM THE INTERSTATE I195 BRIDGE SPANNING THE NEW JERSEY
 KV6342'TURNPIKE, 1.6 M (5.2 FT) SOUTHWEST FROM THE EDGE OF THE PAVEMENT OF
 KV6342'THE WESTBOUND LANES, 18.2 M (59.7 FT) NORTHWEST FROM AN E TYPE INLET
 KV6342'IN THE MEDIAN, 28.5 M (93.5 FT) NORTH NORTHWEST FROM THE WEST POST OF
 KV6342'SIGN BRIDGE NUMBER 1134.206, MILEPOST 6.53 ON THE WESTBOUND LANES,
 KV6342'12.3 M (40.4 FT) NORTHEAST FROM THE EDGE OF PAVEMENT OF THE EASTBOUND
 KV6342'LANES, SET 0.1 M (0.3 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6931 ***********************************************************************
 KV6931  DESIGNATION -  11 N 2
 KV6931  PID         -  KV6931
 KV6931  STATE/COUNTY-  NJ/MERCER
 KV6931  USGS QUAD   -  HIGHTSTOWN (1981)
 KV6931
 KV6931                         *CURRENT SURVEY CONTROL
 KV6931  ___________________________________________________________________
 KV6931* NAD 83(1996)-  40 15 24.15278(N)    074 33 02.10621(W)     ADJUSTED  
 KV6931* NAVD 88     -        35.0    (meters)     115.     (feet)  GPS OBS   
 KV6931  ___________________________________________________________________
 KV6931  X           -   1,298,462.838 (meters)                     COMP
 KV6931  Y           -  -4,698,209.090 (meters)                     COMP
 KV6931  Z           -   4,099,781.470 (meters)                     COMP
 KV6931  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 KV6931  ELLIP HEIGHT-           2.33  (meters)          (10/23/02) GPS OBS
 KV6931  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KV6931
 KV6931  HORZ ORDER  -  FIRST
 KV6931  ELLP ORDER  -  FOURTH    CLASS I
 KV6931
 KV6931.The horizontal coordinates were established by GPS observations
 KV6931.and adjusted by the National Geodetic Survey in May 1999..
 KV6931
 KV6931.The orthometric height was determined by GPS observations and a
 KV6931.high-resolution geoid model.
 KV6931
 KV6931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6931
 KV6931.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6931
 KV6931.The ellipsoidal height was determined by GPS observations
 KV6931.and is referenced to NAD 83.
 KV6931
 KV6931.The geoid height was determined by GEOID03.
 KV6931
 KV6931;                    North         East     Units Scale Factor Converg.
 KV6931;SPC NJ       -   158,017.020   145,696.996   MT  0.99990023   -0 01 57.7
 KV6931;SPC NJ       -   518,427.51    478,007.56   sFT  0.99990023   -0 01 57.7
 KV6931;UTM  18      - 4,456,346.911   538,217.949   MT  0.99961798   +0 17 25.5
 KV6931
 KV6931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6931!SPC NJ       -   0.99999963  x   0.99990023  =   0.99989986
 KV6931!UTM  18      -   0.99999963  x   0.99961798  =   0.99961761
 KV6931
 KV6931                          SUPERSEDED SURVEY CONTROL
 KV6931
 KV6931  NAD 83(1986)-  40 15 24.15267(N)    074 33 02.10839(W) AD(       ) 1
 KV6931
 KV6931.Superseded values are not recommended for survey control.
 KV6931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6931.See file dsdata.txt to determine how the superseded data were derived.
 KV6931
 KV6931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3821856347(NAD 83)
 KV6931_MARKER: DD = SURVEY DISK
 KV6931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6931_SP_SET: CONCRETE POST
 KV6931_STAMPING: 11 N 2 1991
 KV6931_MARK LOGO: NJGS  
 KV6931_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6931+STABILITY: SURFACE MOTION
 KV6931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6931+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1992
 KV6931
 KV6931  HISTORY     - Date     Condition        Report By
 KV6931  HISTORY     - 1991     MONUMENTED       NJGS
 KV6931  HISTORY     - 19920319 GOOD
 KV6931
 KV6931                          STATION DESCRIPTION
 KV6931
 KV6931'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6931'THE STATION IS LOCATED IN EAST WINDSOR TOWNSHIP ON THE SOUTHEAST SIDE
 KV6931'OF U.S. HIGHWAY 130, EAST OF THE JUNCTION WITH STATE HIGHWAY 33 AND
 KV6931'JUST WEST OF THE TOE OF SLOPE OF A LANDSCAPED AREA.  THE STATION IS
 KV6931'33.85 M (111.06 FT) SOUTH SOUTHEAST FROM AN INLET ON THE EAST
 KV6931'CURBLINE OF THE NORTHBOUND LANES OF U.S. HIGHWAY 130, 15.7 M
 KV6931'(51.5 FT) NORTH NORTHWEST FROM THE NORTHWEST CURBLINE OF THE
 KV6931'EASTBOUND LANES OF STATE HIGHWAY 33, 18.3 M (60.0 FT) SOUTHEAST FROM
 KV6931'THE CENTER OF AN INLET IN THE GRASS AREA, 36.8 M (120.7 FT) SOUTHWEST
 KV6931'FROM POLE JC 28-1 EW LOCATED ALONG THE EAST CURBLINE OF U.S. HIGHWAY
 KV6931'130, 33.2 M (108.9 FT) NORTHEAST FROM A STREET LAMP A8223 AT THE
 KV6931'NORTHWEST CURBLINE OF STATE HIGHWAY 33, 48.5 M (159.1 FT) EAST FROM
 KV6931'POLE J1361 JC 271 EW AND 32.2 M (105.6 FT) SOUTHEAST FROM A 50 MPH
 KV6931'SIGN.  THE STATION IS SET FLUSH WITH THE GROUND.
 KV6931
 KV6931                          STATION RECOVERY (1992)
 KV6931
 KV6931'RECOVERED 1992
 KV6931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6694 ***********************************************************************
 AB6694  DESIGNATION -  11 N 3
 AB6694  PID         -  AB6694
 AB6694  STATE/COUNTY-  NJ/MERCER
 AB6694  USGS QUAD   -  ROCKY HILL (1970)
 AB6694
 AB6694                         *CURRENT SURVEY CONTROL
 AB6694  ___________________________________________________________________
 AB6694* NAD 83(1986)-  40 23 01.     (N)    074 39 14.     (W)     SCALED    
 AB6694* NAVD 88     -        56.439  (meters)     185.17   (feet)  ADJUSTED  
 AB6694  ___________________________________________________________________
 AB6694  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 AB6694  DYNAMIC HT  -          56.413 (meters)     185.08  (feet)  COMP
 AB6694  MODELED GRAV-     980,163.0   (mgal)                       NAVD 88
 AB6694
 AB6694  VERT ORDER  -  FIRST     CLASS II
 AB6694
 AB6694.The horizontal coordinates were scaled from a topographic map and have
 AB6694.an estimated accuracy of +/- 6 seconds.
 AB6694
 AB6694.The orthometric height was determined by differential leveling
 AB6694.and adjusted by the National Geodetic Survey in September 1996..
 AB6694
 AB6694.The geoid height was determined by GEOID03.
 AB6694
 AB6694.The dynamic height is computed by dividing the NAVD 88
 AB6694.geopotential number by the normal gravity value computed on the
 AB6694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6694.degrees latitude (g = 980.6199 gals.).
 AB6694
 AB6694.The modeled gravity was interpolated from observed gravity values.
 AB6694
 AB6694;                    North         East    Units  Estimated Accuracy
 AB6694;SPC NJ       -   172,120.      136,930.      MT  (+/- 180 meters Scaled)
 AB6694
 AB6694                          SUPERSEDED SURVEY CONTROL
 AB6694
 AB6694.No superseded survey control is available for this station.
 AB6694
 AB6694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK293703(NAD 83)
 AB6694_MARKER: DD = SURVEY DISK
 AB6694_SETTING: 80 = SET IN A BOULDER
 AB6694_STAMPING: 11 N 3 1995
 AB6694_MARK LOGO: NJGS  
 AB6694_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6694+STABILITY: SURFACE MOTION
 AB6694_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6694+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6694
 AB6694  HISTORY     - Date     Condition        Report By
 AB6694  HISTORY     - 1995     MONUMENTED       NJGS
 AB6694
 AB6694                          STATION DESCRIPTION
 AB6694
 AB6694'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 AB6694'THE STATION IS LOCATED IN PRINCETON TOWNSHIP ON THE NORTHEAST SIDE OF
 AB6694'MOUNT LUCAS ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF
 AB6694'NASSAU STREET, STATE ROUTE 27 AND NORTH HARRISON STREET, COUNTY ROAD
 AB6694'629, IN THE BOROUGH OF PRINCETON, GO NORTHWEST ON NORTH HARRISON
 AB6694'STREET FOR 1.2 MI (1.9 KM) TO THE REVERSE WYE JUNCTION WITH EWING
 AB6694'STREET.  CONTINUE AHEAD, NORTHWEST ON EWING STREET FOR 0.25 MI (0.40
 AB6694'KM) TO THE CROSSROADS INTERSECTION WITH MOUNT LUCAS ROAD AT A BLINKING
 AB6694'YELLOW TRAFFIC LIGHT.  TURN RIGHT AND GO NORTHEAST ON MOUNT LUCAS ROAD
 AB6694'FOR 1.1 MI (1.8 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN A DRILL
 AB6694'HOLE ABOUT 0.5 M (1.6 FT) ABOVE THE GROUND IN THE TOP OF A 6 FT (1.8
 AB6694'M) BY 8 FT (2.4 M) BOULDER, THAT PROJECTS ABOUT 1.5 M (4.9 FT) ABOVE
 AB6694'MOUNT LUCAS ROAD.  THE STATION IS 6.9 M (22.6 FT) NORTHEAST FROM THE
 AB6694'CENTERLINE OF MOUNT LUCAS ROAD, 27.6 M (90.6 FT) SOUTHWEST FROM THE
 AB6694'TEE INTERSECTION WITH OLD ORCHARD LANE, 14.8 M (48.6 FT) SOUTH
 AB6694'SOUTHWEST FROM POLE NUMBER 559 80, 14.9 M (48.9 FT) NORTH NORTHEAST
 AB6694'FROM POLE NUMBER 559 79, 21.9 M (71.9 FT) SOUTH AND ACROSS THE ROAD
 AB6694'FROM POLE NUMBER 100 AND 3.0 M (9.8 FT) NORTHEAST FROM THE EAST CURB
 AB6694'OF MOUNT LUCAS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9821 ***********************************************************************
 DE9821  DESIGNATION -  11 N 4
 DE9821  PID         -  DE9821
 DE9821  STATE/COUNTY-  NJ/MERCER
 DE9821  USGS QUAD   -  TRENTON WEST (1995)
 DE9821
 DE9821                         *CURRENT SURVEY CONTROL
 DE9821  ___________________________________________________________________
 DE9821* NAD 83(1986)-  40 12 47.     (N)    074 45 23.     (W)     SCALED    
 DE9821* NAVD 88     -        15.879  (meters)      52.10   (feet)  ADJUSTED  
 DE9821  ___________________________________________________________________
 DE9821  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 DE9821  DYNAMIC HT  -          15.872 (meters)      52.07  (feet)  COMP
 DE9821  MODELED GRAV-     980,179.4   (mgal)                       NAVD 88
 DE9821
 DE9821  VERT ORDER  -  FIRST     CLASS II
 DE9821
 DE9821.The horizontal coordinates were scaled from a topographic map and have
 DE9821.an estimated accuracy of +/- 6 seconds.
 DE9821
 DE9821.The orthometric height was determined by differential leveling
 DE9821.and adjusted by the National Geodetic Survey in March 2005..
 DE9821.No vertical observational check was made to the station.
 DE9821
 DE9821.The geoid height was determined by GEOID03.
 DE9821
 DE9821.The dynamic height is computed by dividing the NAVD 88
 DE9821.geopotential number by the normal gravity value computed on the
 DE9821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9821.degrees latitude (g = 980.6199 gals.).
 DE9821
 DE9821.The modeled gravity was interpolated from observed gravity values.
 DE9821
 DE9821;                    North         East    Units  Estimated Accuracy
 DE9821;SPC NJ       -   153,200.      128,180.      MT  (+/- 180 meters Scaled)
 DE9821
 DE9821                          SUPERSEDED SURVEY CONTROL
 DE9821
 DE9821.No superseded survey control is available for this station.
 DE9821
 DE9821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK207514(NAD 83)
 DE9821_MARKER: DD = SURVEY DISK
 DE9821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9821_STAMPING: 11 N 4 2002
 DE9821_MARK LOGO: NJGS  
 DE9821_PROJECTION: FLUSH
 DE9821_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9821+STABILITY: SURFACE MOTION
 DE9821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9821+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 DE9821
 DE9821  HISTORY     - Date     Condition        Report By
 DE9821  HISTORY     - 2002     MONUMENTED       NJGS
 DE9821  HISTORY     - 20020708 GOOD             NJGS
 DE9821
 DE9821                          STATION DESCRIPTION
 DE9821
 DE9821'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DE9821'THE STATION IS LOCATED IN THE CITY OF TRENTON, ON THE WEST SIDE OF
 DE9821'STATE ROUTE 129, ABOUT
 DE9821'40 M SOUTH FROM THE JUNCTION OF HAMILTON AVENUE.  THE STATION IS 0.85
 DE9821'M WEST FROM THE
 DE9821'WEST CURBLINE OF STATE ROUTE 129, 1.75 M NORTHWEST FROM THE CENTER OF
 DE9821'A STORM INLET
 DE9821'CURBPIECE, AND 38.0 M NORTH FROM MILE POINT MARKER 2.1.
 DE9821'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6341 ***********************************************************************
 KV6341  DESIGNATION -  11 P 1
 KV6341  PID         -  KV6341
 KV6341  STATE/COUNTY-  NJ/MERCER
 KV6341  USGS QUAD   -  ALLENTOWN (1995)
 KV6341
 KV6341                         *CURRENT SURVEY CONTROL
 KV6341  ___________________________________________________________________
 KV6341* NAD 83(1996)-  40 11 54.23212(N)    074 36 58.11267(W)     ADJUSTED  
 KV6341* NAVD 88     -        33.142  (meters)     108.73   (feet)  ADJUSTED  
 KV6341  ___________________________________________________________________
 KV6341  X           -   1,294,195.268 (meters)                     COMP
 KV6341  Y           -  -4,703,722.086 (meters)                     COMP
 KV6341  Z           -   4,094,836.804 (meters)                     COMP
 KV6341  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 KV6341  ELLIP HEIGHT-           0.43  (meters)          (10/23/02) GPS OBS
 KV6341  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KV6341  DYNAMIC HT  -          33.128 (meters)     108.69  (feet)  COMP
 KV6341  MODELED GRAV-     980,199.4   (mgal)                       NAVD 88
 KV6341
 KV6341  HORZ ORDER  -  FIRST
 KV6341  VERT ORDER  -  FIRST     CLASS II
 KV6341  ELLP ORDER  -  FOURTH    CLASS I
 KV6341
 KV6341.The horizontal coordinates were established by GPS observations
 KV6341.and adjusted by the National Geodetic Survey in May 1999..
 KV6341
 KV6341.The orthometric height was determined by differential leveling
 KV6341.and adjusted by the National Geodetic Survey in June 1991..
 KV6341
 KV6341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6341
 KV6341.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6341
 KV6341.The ellipsoidal height was determined by GPS observations
 KV6341.and is referenced to NAD 83.
 KV6341
 KV6341.The geoid height was determined by GEOID03.
 KV6341
 KV6341.The dynamic height is computed by dividing the NAVD 88
 KV6341.geopotential number by the normal gravity value computed on the
 KV6341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6341.degrees latitude (g = 980.6199 gals.).
 KV6341
 KV6341.The modeled gravity was interpolated from observed gravity values.
 KV6341
 KV6341;                    North         East     Units Scale Factor Converg.
 KV6341;SPC NJ       -   151,548.080   140,111.902   MT  0.99990120   -0 04 29.9
 KV6341;SPC NJ       -   497,203.99    459,683.80   sFT  0.99990120   -0 04 29.9
 KV6341;UTM  18      - 4,449,848.451   532,670.985   MT  0.99961314   +0 14 51.9
 KV6341
 KV6341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6341!SPC NJ       -   0.99999993  x   0.99990120  =   0.99990113
 KV6341!UTM  18      -   0.99999993  x   0.99961314  =   0.99961307
 KV6341
 KV6341                          SUPERSEDED SURVEY CONTROL
 KV6341
 KV6341  ELLIP H (05/14/99)    0.42   (m)                       GP(       ) 4 1
 KV6341  NAD 83(1986)-  40 11 54.23225(N)    074 36 58.11533(W) AD(       ) 1
 KV6341  NAVD 88 (04/17/03)   33.14   (m)          108.7    (f) LEVELING    3  
 KV6341  NGVD 29 (01/10/92)   33.470  (m)          109.81   (f) ADJUSTED    1 2
 KV6341
 KV6341.Superseded values are not recommended for survey control.
 KV6341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6341.See file dsdata.txt to determine how the superseded data were derived.
 KV6341
 KV6341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3267149848(NAD 83)
 KV6341_MARKER: DD = SURVEY DISK
 KV6341_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6341_SP_SET: CONCRETE POST
 KV6341_STAMPING: 11 P 1 1989
 KV6341_MARK LOGO: NJGS  
 KV6341_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6341+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6341
 KV6341  HISTORY     - Date     Condition        Report By
 KV6341  HISTORY     - 1989     MONUMENTED       NJDT
 KV6341  HISTORY     - 19890630 GOOD             NJGS
 KV6341  HISTORY     - 19900418 GOOD             NJGS
 KV6341  HISTORY     - 20020202 GOOD             NJGS
 KV6341
 KV6341                          STATION DESCRIPTION
 KV6341
 KV6341'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6341'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTETSTATE ROUTE I195,
 KV6341'IN WASHINGTON TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6341'INTERSTATE ROUTE I195, EXIT 7, AT BRIDGE STRUCTURE 1135.152, MILEPOST
 KV6341'7.31 AND COUNTY ROUTE 526, ALLENTOWN ROBBINSVILLE ROAD, GO WEST 2.24
 KV6341'KM (1.39 MI) ON ROUTE I195 TO THE MARK ON THE LEFT, ALSO ABOUT 0.16
 KV6341'KM (0.10 MI) EAST FROM THE RICHARDSON ROAD BRIDGE SPANNING I195, 7.35
 KV6341'M (24.11 FT) SOUTH FROM THE EDGE OF THE WESTBOUND I195 LANES, 7.5 M
 KV6341'(24.6 FT) NORTH FROM THE EDGE OF THE EASTBOUND I195 LANES, 52.8 M
 KV6341'(173.2 FT) WEST FROM MILEPOST 6.0 MEASURED ALONG THE MEDIAN, 57.3 M
 KV6341'(188.0 FT) FROM THE CENTERLINE OF A MEDIAN OFFICIAL USE ONLY U TURN
 KV6341'SLOT, AND SET 0.2 M (0.7 FT) BELOW THE GROUND.
 KV6341
 KV6341                          STATION RECOVERY (1990)
 KV6341
 KV6341'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6341'RECOVERED IN GOOD CONDITION.
 KV6341
 KV6341                          STATION RECOVERY (2002)
 KV6341
 KV6341'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6341'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 KV6341'53.7 M EAST FROM
 KV6341'THE CENTERLINE OF A MEDIAN OFFICIAL USE ONLY U TURN SLOT AND 0.50 M
 KV6341'NORTH FROM A METAL
 KV6341'WITNESS POST.  THE DATUM POINT IS OFFSET FROM THE CENTER OF THE DISK.
 KV6341' 
 KV6341' 
 KV6341'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6932 ***********************************************************************
 KV6932  DESIGNATION -  11 P 2
 KV6932  PID         -  KV6932
 KV6932  STATE/COUNTY-  NJ/MERCER
 KV6932  USGS QUAD   -  HIGHTSTOWN (1981)
 KV6932
 KV6932                         *CURRENT SURVEY CONTROL
 KV6932  ___________________________________________________________________
 KV6932* NAD 83(1996)-  40 16 07.61195(N)    074 30 45.94453(W)     ADJUSTED  
 KV6932* NAVD 88     -        27.8    (meters)      91.     (feet)  GPS OBS   
 KV6932  ___________________________________________________________________
 KV6932  X           -   1,301,331.186 (meters)                     COMP
 KV6932  Y           -  -4,696,510.736 (meters)                     COMP
 KV6932  Z           -   4,100,799.714 (meters)                     COMP
 KV6932  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 KV6932  ELLIP HEIGHT-          -4.87  (meters)          (10/23/02) GPS OBS
 KV6932  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KV6932
 KV6932  HORZ ORDER  -  FIRST
 KV6932  ELLP ORDER  -  FOURTH    CLASS I
 KV6932
 KV6932.The horizontal coordinates were established by GPS observations
 KV6932.and adjusted by the National Geodetic Survey in May 1999..
 KV6932
 KV6932.The orthometric height was determined by GPS observations and a
 KV6932.high-resolution geoid model.
 KV6932
 KV6932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6932
 KV6932.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6932
 KV6932.The ellipsoidal height was determined by GPS observations
 KV6932.and is referenced to NAD 83.
 KV6932
 KV6932.The geoid height was determined by GEOID03.
 KV6932
 KV6932;                    North         East     Units Scale Factor Converg.
 KV6932;SPC NJ       -   159,356.207   148,914.566   MT  0.99990001   -0 00 29.7
 KV6932;SPC NJ       -   522,821.16    488,563.87   sFT  0.99990001   -0 00 29.7
 KV6932;UTM  18      - 4,457,703.843   541,427.014   MT  0.99962113   +0 18 53.8
 KV6932
 KV6932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6932!SPC NJ       -   1.00000076  x   0.99990001  =   0.99990077
 KV6932!UTM  18      -   1.00000076  x   0.99962113  =   0.99962189
 KV6932
 KV6932                          SUPERSEDED SURVEY CONTROL
 KV6932
 KV6932  NAD 83(1986)-  40 16 07.61186(N)    074 30 45.94665(W) AD(       ) 1
 KV6932
 KV6932.Superseded values are not recommended for survey control.
 KV6932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6932.See file dsdata.txt to determine how the superseded data were derived.
 KV6932
 KV6932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4142757704(NAD 83)
 KV6932_MARKER: DD = SURVEY DISK
 KV6932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6932_SP_SET: CONCRETE POST
 KV6932_STAMPING: 11 P 2 1991
 KV6932_MARK LOGO: NJGS  
 KV6932_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6932+STABILITY: SURFACE MOTION
 KV6932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6932+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1992
 KV6932
 KV6932  HISTORY     - Date     Condition        Report By
 KV6932  HISTORY     - 1991     MONUMENTED       NJGS
 KV6932  HISTORY     - 19920318 GOOD
 KV6932
 KV6932                          STATION DESCRIPTION
 KV6932
 KV6932'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6932'THE STATION IS LCATED IN EAST WINDSOR TOWNSHIP ON THE NORTH SIDE OF
 KV6932'STATE HIGHWAY 33, EAST OF THE BRIDGE CARRYING THE NEW JERSEY TURNPIKE
 KV6932'RAMP FROM EXIT 8.  TO REACH THE STATION FROM THE NEW JERSEY TURNPIKE
 KV6932'RAMP BRIDGE, GO EAST ON STATE HIGHWAY 33 FOR 0.1 MI (0.2 KM) TO THE
 KV6932'STATION ON THE LEFT, JUST EAST OF THE EXIT RAMP ROADWAY LEADING TO
 KV6932'THE WESTBOUND LANES OF STATE HIGHWAY 33.  THE STATION IS 14.2 M
 KV6932'(46.6 FT) EAST SOUTHEAST FROM THE CENTERLINE OF THE EXIT RAMP
 KV6932'ROADWAY, MEASURED RADIALLY, 20.0 M (65.6 FT) WEST FROM AN INLET, 30.0
 KV6932'M (98.4 FT) WEST NORTHWEST FOR POLE AC 1194 EW ALONG THE NORTH SIDE
 KV6932'OF STATE HIGHWAY 33, 28.1 M (92.2 FT) NORTHEAST FROM POLE AC 1192 EW,
 KV6932'17.8 M (58.4 FT) NORTH FROM THE NORTH EDGE OF PAVING OF STATE HIGHWAY
 KV6932'33 AND 6.4 M (21.0 FT) EAST SOUTHEAST FROM A 1.3 M (4.3 FT) BY 2.0 M
 KV6932'(6.6 FT) METAL ELECTRIC CONDUIT BOX.  THE STATION IS SET FLUSH WITH
 KV6932'THE GROUND.
 KV6932
 KV6932                          STATION RECOVERY (1992)
 KV6932
 KV6932'RECOVERED 1992
 KV6932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6695 ***********************************************************************
 AB6695  DESIGNATION -  11 P 3
 AB6695  PID         -  AB6695
 AB6695  STATE/COUNTY-  NJ/MERCER
 AB6695  USGS QUAD   -  ALLENTOWN (1995)
 AB6695
 AB6695                         *CURRENT SURVEY CONTROL
 AB6695  ___________________________________________________________________
 AB6695* NAD 83(1986)-  40 11 46.     (N)    074 35 48.     (W)     SCALED    
 AB6695* NAVD 88     -        43.646  (meters)     143.20   (feet)  ADJUSTED  
 AB6695  ___________________________________________________________________
 AB6695  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 AB6695  DYNAMIC HT  -          43.628 (meters)     143.14  (feet)  COMP
 AB6695  MODELED GRAV-     980,201.9   (mgal)                       NAVD 88
 AB6695
 AB6695  VERT ORDER  -  FIRST     CLASS II
 AB6695
 AB6695.The horizontal coordinates were scaled from a topographic map and have
 AB6695.an estimated accuracy of +/- 6 seconds.
 AB6695
 AB6695.The orthometric height was determined by differential leveling
 AB6695.and adjusted by the National Geodetic Survey in September 1996..
 AB6695
 AB6695.The geoid height was determined by GEOID03.
 AB6695
 AB6695.The dynamic height is computed by dividing the NAVD 88
 AB6695.geopotential number by the normal gravity value computed on the
 AB6695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6695.degrees latitude (g = 980.6199 gals.).
 AB6695
 AB6695.The modeled gravity was interpolated from observed gravity values.
 AB6695
 AB6695;                    North         East    Units  Estimated Accuracy
 AB6695;SPC NJ       -   151,290.      141,770.      MT  (+/- 180 meters Scaled)
 AB6695
 AB6695                          SUPERSEDED SURVEY CONTROL
 AB6695
 AB6695.No superseded survey control is available for this station.
 AB6695
 AB6695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK343496(NAD 83)
 AB6695_MARKER: DD = SURVEY DISK
 AB6695_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB6695_SP_SET: BRIDGE ABUTMENT
 AB6695_STAMPING: 11 P 3 1995
 AB6695_MARK LOGO: NJGS  
 AB6695_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6695+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 AB6695
 AB6695  HISTORY     - Date     Condition        Report By
 AB6695  HISTORY     - 1995     MONUMENTED       NJGS
 AB6695  HISTORY     - 20020708 GOOD             NJGS
 AB6695
 AB6695                          STATION DESCRIPTION
 AB6695
 AB6695'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6695'THE STATION IS LOCATED IN WASHINGTON TOWNSHIP ON THE NORTHEAST SIDE OF
 AB6695'ROBBINSVILLE ALLENTOWN ROAD, COUNTY ROAD 526.  TO REACH THE STATION
 AB6695'FROM THE INTERSECTION OF COUNTY ROAD 526 AND U.S.  HIGHWAY 130 IN
 AB6695'ROBBINSVILLE, GO SOUTHEAST ON COUNTY ROAD 526 FOR 1.85 MI (2.98 KM) TO
 AB6695'THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE TOP OF THE
 AB6695'SOUTHEAST CORNER ABUTMENT OF THE BRIDGE CARRYING COUNTY ROAD 526 OVER
 AB6695'THE NEW JERSEY TURNPIKE.  THE STATION IS 6.65 M (21.82 FT) NORTHEAST
 AB6695'FROM THE CENTERLINE OF COUNTY ROAD 526, 9.5 M (31.2 FT) NORTHWEST FROM
 AB6695'AN INLET ON THE EAST SIDE OF COUNTY ROAD 526, 0.80 M (2.62 FT)
 AB6695'NORTHEAST FROM THE EAST CURBLINE OF COUNTY ROAD 526, 28.4 M (93.2 FT)
 AB6695'EAST FROM THE CENTERLINE OF THE BRIDGE, 0.63 M (2.07 FT) SOUTHWEST
 AB6695'FROM THE INSIDE FACE OF THE SOUTHEAST CORNER PARAPET WALL AND 3.95 M
 AB6695'(12.96 FT) WEST FROM THE EAST CORNER OF THE SOUTHEAST PARAPET
 AB6695'EXTENSION.
 AB6695
 AB6695                          STATION RECOVERY (2002)
 AB6695
 AB6695'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 AB6695'RECOVERED AS DESCRIBED.
 AB6695'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6340 ***********************************************************************
 KV6340  DESIGNATION -  11 Q 1
 KV6340  PID         -  KV6340
 KV6340  STATE/COUNTY-  NJ/MERCER
 KV6340  USGS QUAD   -  TRENTON EAST (1981)
 KV6340
 KV6340                         *CURRENT SURVEY CONTROL
 KV6340  ___________________________________________________________________
 KV6340* NAD 83(1996)-  40 12 01.11340(N)    074 37 32.59672(W)     ADJUSTED  
 KV6340* NAVD 88     -        24.413  (meters)      80.09   (feet)  ADJUSTED  
 KV6340  ___________________________________________________________________
 KV6340  X           -   1,293,370.773 (meters)                     COMP
 KV6340  Y           -  -4,703,799.852 (meters)                     COMP
 KV6340  Z           -   4,094,993.271 (meters)                     COMP
 KV6340  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 KV6340  ELLIP HEIGHT-          -8.32  (meters)          (04/17/03) GPS OBS
 KV6340  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV6340  DYNAMIC HT  -          24.403 (meters)      80.06  (feet)  COMP
 KV6340  MODELED GRAV-     980,198.0   (mgal)                       NAVD 88
 KV6340
 KV6340  HORZ ORDER  -  FIRST
 KV6340  VERT ORDER  -  FIRST     CLASS II
 KV6340  ELLP ORDER  -  THIRD     CLASS I
 KV6340
 KV6340.The horizontal coordinates were established by GPS observations
 KV6340.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 KV6340
 KV6340.The orthometric height was determined by differential leveling
 KV6340.and adjusted by the National Geodetic Survey in June 1991..
 KV6340
 KV6340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6340
 KV6340.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6340
 KV6340.The ellipsoidal height was determined by GPS observations
 KV6340.and is referenced to NAD 83.
 KV6340
 KV6340.The geoid height was determined by GEOID03.
 KV6340
 KV6340.The dynamic height is computed by dividing the NAVD 88
 KV6340.geopotential number by the normal gravity value computed on the
 KV6340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6340.degrees latitude (g = 980.6199 gals.).
 KV6340
 KV6340.The modeled gravity was interpolated from observed gravity values.
 KV6340
 KV6340;                    North         East     Units Scale Factor Converg.
 KV6340;SPC NJ       -   151,761.416   139,296.677   MT  0.99990141   -0 04 52.1
 KV6340;SPC NJ       -   497,903.91    457,009.18   sFT  0.99990141   -0 04 52.1
 KV6340;UTM  18      - 4,450,057.132   531,854.806   MT  0.99961249   +0 14 29.7
 KV6340
 KV6340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6340!SPC NJ       -   1.00000131  x   0.99990141  =   0.99990272
 KV6340!UTM  18      -   1.00000131  x   0.99961249  =   0.99961379
 KV6340
 KV6340                          SUPERSEDED SURVEY CONTROL
 KV6340
 KV6340  NAVD 88 (04/17/03)   24.41   (m)           80.1    (f) LEVELING    3  
 KV6340  NGVD 29 (01/10/92)   24.741  (m)           81.17   (f) ADJUSTED    1 2
 KV6340
 KV6340.Superseded values are not recommended for survey control.
 KV6340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6340.See file dsdata.txt to determine how the superseded data were derived.
 KV6340
 KV6340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3185550057(NAD 83)
 KV6340_MARKER: DD = SURVEY DISK
 KV6340_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6340_SP_SET: PREFAB CONC. POST IN EARTH
 KV6340_STAMPING: 11 Q 1 1989
 KV6340_MARK LOGO: NJGS  
 KV6340_PROJECTION: RECESSED 30 CENTIMETERS
 KV6340_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6340+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6340
 KV6340  HISTORY     - Date     Condition        Report By
 KV6340  HISTORY     - 1989     MONUMENTED       NJDT
 KV6340  HISTORY     - 19890630 GOOD             NJGS
 KV6340  HISTORY     - 20020202 GOOD             NJGS
 KV6340
 KV6340                          STATION DESCRIPTION
 KV6340
 KV6340'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6340'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6340'IN HAMILTON TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6340'ROUTE I195, EXIT, AT BRIDGE STRUCTURE 1134.163, MILEPOST 4.90 AND
 KV6340'U.S.HIGHWAY ROUTE 130, GO EAST 0.88 KM (0.55 MI) ON ROUTE I195 TO THE
 KV6340'STATION ON THE LEFT, 4.5 M (14.8 FT) NORTH FROM THE EDGE OF THE
 KV6340'EASTBOUND I195 LANES, 10.5 M (34.4 FT) SOUTH FROM THE EDGE OF THE
 KV6340'WESTBOUND I195 LANES, 47.9 M (157.2 FT) WEST FROM AN E TYPE INLET IN
 KV6340'THE MEDIAN, 46.7 M (153.2 FT) NORTH NORTHWEST FROM A B TYPE INLET ON
 KV6340'THE SOUTH SIDE OF THE EASTBOUND I195 LANES, 76.5 M (251.0 FT)
 KV6340'MEASURED EAST ALONG THE MEDIAN FROM AND NORMAL TO, A SIGN, EXIT 6 NEW
 KV6340'JERSEY TURNPIKE, ON THE SOUTH SIDE OF THE EASTBOUND I195 LANES AND
 KV6340'SET 0.3 M (1.0 FT) BELOW THE GROUND.
 KV6340
 KV6340                          STATION RECOVERY (2002)
 KV6340
 KV6340'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6340'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 KV6340'88.8 M WEST ALONG
 KV6340'THE MEDIAN FROM MILE POST 5.5 ON THE EAST BOUND LANES AND IS 0.5 M
 KV6340'NORTH FROM A METAL
 KV6340'WITNESS POST.
 KV6340' 
 KV6340' 
 KV6340' 
 KV6340'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6933 ***********************************************************************
 KV6933  DESIGNATION -  11 Q 2
 KV6933  PID         -  KV6933
 KV6933  STATE/COUNTY-  NJ/MERCER
 KV6933  USGS QUAD   -  HIGHTSTOWN (1981)
 KV6933
 KV6933                         *CURRENT SURVEY CONTROL
 KV6933  ___________________________________________________________________
 KV6933* NAD 83(1996)-  40 15 33.70269(N)    074 31 47.36458(W)     ADJUSTED  
 KV6933* NAVD 88     -        38.1    (meters)     125.     (feet)  GPS OBS   
 KV6933  ___________________________________________________________________
 KV6933  X           -   1,300,115.035 (meters)                     COMP
 KV6933  Y           -  -4,697,557.074 (meters)                     COMP
 KV6933  Z           -   4,100,008.245 (meters)                     COMP
 KV6933  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 KV6933  ELLIP HEIGHT-           5.40  (meters)          (10/23/02) GPS OBS
 KV6933  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KV6933
 KV6933  HORZ ORDER  -  FIRST
 KV6933  ELLP ORDER  -  FOURTH    CLASS I
 KV6933
 KV6933.The horizontal coordinates were established by GPS observations
 KV6933.and adjusted by the National Geodetic Survey in May 1999..
 KV6933
 KV6933.The orthometric height was determined by GPS observations and a
 KV6933.high-resolution geoid model.
 KV6933
 KV6933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6933
 KV6933.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6933
 KV6933.The ellipsoidal height was determined by GPS observations
 KV6933.and is referenced to NAD 83.
 KV6933
 KV6933.The geoid height was determined by GEOID03.
 KV6933
 KV6933;                    North         East     Units Scale Factor Converg.
 KV6933;SPC NJ       -   158,310.750   147,463.172   MT  0.99990008   -0 01 09.4
 KV6933;SPC NJ       -   519,391.19    483,802.09   sFT  0.99990008   -0 01 09.4
 KV6933;UTM  18      - 4,456,650.512   539,981.944   MT  0.99961968   +0 18 13.9
 KV6933
 KV6933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6933!SPC NJ       -   0.99999915  x   0.99990008  =   0.99989923
 KV6933!UTM  18      -   0.99999915  x   0.99961968  =   0.99961883
 KV6933
 KV6933:                Primary Azimuth Mark                     Grid Az
 KV6933:SPC NJ       -  11 R 2                                   291 23 53.5
 KV6933:UTM  18      -  11 R 2                                   291 04 30.2
 KV6933
 KV6933|---------------------------------------------------------------------|
 KV6933| PID    Reference Object                     Distance      Geod. Az  |
 KV6933|                                                           dddmmss.s |
 KV6933| KV6934 11 R 2                              451.540 METERS 2912244.1 |
 KV6933|---------------------------------------------------------------------|
 KV6933
 KV6933                          SUPERSEDED SURVEY CONTROL
 KV6933
 KV6933  NAD 83(1986)-  40 15 33.70259(N)    074 31 47.36671(W) AD(       ) 1
 KV6933
 KV6933.Superseded values are not recommended for survey control.
 KV6933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6933.See file dsdata.txt to determine how the superseded data were derived.
 KV6933
 KV6933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3998256651(NAD 83)
 KV6933_MARKER: DD = SURVEY DISK
 KV6933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6933_SP_SET: CONCRETE POST
 KV6933_STAMPING: 11 Q 2 1991
 KV6933_MARK LOGO: NJGS  
 KV6933_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6933+STABILITY: SURFACE MOTION
 KV6933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6933+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1992
 KV6933
 KV6933  HISTORY     - Date     Condition        Report By
 KV6933  HISTORY     - 1991     MONUMENTED       NJGS
 KV6933  HISTORY     - 19920319 GOOD
 KV6933
 KV6933                          STATION DESCRIPTION
 KV6933
 KV6933'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6933'THE STATION IS LOCATED IN THE BOROUGH OF HIGHTSTOWN AT THE SOUTHEAST
 KV6933'CORNER OF THE GROUNDS OF THE HIGHTSTOWN HIGH SCHOOL.  TO REACH THE
 KV6933'STATION FROM THE JUNCTION OF SOUTH MAIN STREET, COUNTY ROAD 539, AND
 KV6933'LESHIN LANE, GO WEST NORTHWEST ON LESHIN LANE FOR 0.15 MI (0.24 KM)
 KV6933'TO THE STATION ON THE LEFT.  THE STATION IS 13.5 M (44.3 FT) SOUTH
 KV6933'SOUTHWEST FROM POLE JC 7380, 13.5 M (44.3 FT) SOUTH SOUTHWEST FROM
 KV6933'THE CORNER OF A FOUR FOOT HIGH CHAIN LINK FENCE, 32.7 M (107.3 FT)
 KV6933'NORTHEAST FROM THE CORNER OF A SIX FOOT HIGH CHAIN LINK FENCE IN LINE
 KV6933'WITH THE NORTH END OF A SOCCER FIELD GOAL POSTS, 1.0 M (3.3 FT)
 KV6933'NORTHWEST FROM A FOUR FOOT HIGH CHAIN LINK FENCE, 23.4 M (76.8 FT)
 KV6933'SOUTHWEST FROM THE CENTERLINE OF LESHIN LANE, 29.6 M (97.1 FT)
 KV6933'SOUTHWEST FROM POLE JC 737H, LOCATED ACROSS THE ROAD AND 56.4 M
 KV6933'(185.0 FT) SOUTHEAST FROM A DRINKING WATER FOUNTAIN NEXT TO TWO
 KV6933'MANHOLES.  THE STATION IS SET FLUSH WITH THE GROUND.
 KV6933
 KV6933                          STATION RECOVERY (1992)
 KV6933
 KV6933'RECOVERED 1992
 KV6933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6696 ***********************************************************************
 AB6696  DESIGNATION -  11 Q 3
 AB6696  PID         -  AB6696
 AB6696  STATE/COUNTY-  NJ/MERCER
 AB6696  USGS QUAD   -  ALLENTOWN (1995)
 AB6696
 AB6696                         *CURRENT SURVEY CONTROL
 AB6696  ___________________________________________________________________
 AB6696* NAD 83(1986)-  40 12 18.     (N)    074 35 58.     (W)     SCALED    
 AB6696* NAVD 88     -        32.445  (meters)     106.45   (feet)  ADJUSTED  
 AB6696  ___________________________________________________________________
 AB6696  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 AB6696  DYNAMIC HT  -          32.432 (meters)     106.40  (feet)  COMP
 AB6696  MODELED GRAV-     980,200.5   (mgal)                       NAVD 88
 AB6696
 AB6696  VERT ORDER  -  FIRST     CLASS II
 AB6696
 AB6696.The horizontal coordinates were scaled from a topographic map and have
 AB6696.an estimated accuracy of +/- 6 seconds.
 AB6696
 AB6696.The orthometric height was determined by differential leveling
 AB6696.and adjusted by the National Geodetic Survey in September 1996..
 AB6696
 AB6696.The geoid height was determined by GEOID03.
 AB6696
 AB6696.The dynamic height is computed by dividing the NAVD 88
 AB6696.geopotential number by the normal gravity value computed on the
 AB6696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6696.degrees latitude (g = 980.6199 gals.).
 AB6696
 AB6696.The modeled gravity was interpolated from observed gravity values.
 AB6696
 AB6696;                    North         East    Units  Estimated Accuracy
 AB6696;SPC NJ       -   152,280.      141,530.      MT  (+/- 180 meters Scaled)
 AB6696
 AB6696                          SUPERSEDED SURVEY CONTROL
 AB6696
 AB6696.No superseded survey control is available for this station.
 AB6696
 AB6696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK340505(NAD 83)
 AB6696_MARKER: DD = SURVEY DISK
 AB6696_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB6696_SP_SET: CULVERT HEADWALL
 AB6696_STAMPING: 11 Q 3 1995
 AB6696_MARK LOGO: NJGS  
 AB6696_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6696+STABILITY: SURFACE MOTION
 AB6696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6696+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 AB6696
 AB6696  HISTORY     - Date     Condition        Report By
 AB6696  HISTORY     - 1995     MONUMENTED       NJGS
 AB6696  HISTORY     - 20020708 GOOD             NJGS
 AB6696
 AB6696                          STATION DESCRIPTION
 AB6696
 AB6696'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6696'THE STATION IS LOCATED IN WASHINGTON TOWNSHIP ON THE NORTHWEST SIDE OF
 AB6696'SPRING GARDEN ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF
 AB6696'ROBBINSVILLE ALLENTOWN ROAD, COUNTY ROAD 526 AND U.S.  HIGHWAY 130 IN
 AB6696'ROBBINSVILLE, GO SOUTHEAST ON COUNTY ROAD 526 FOR 1.50 MI (2.41 KM) TO
 AB6696'THE TEE JUNCTION WITH SPRING GARDEN ROAD ON THE LEFT.  TURN LEFT AND
 AB6696'GO NORTH NORTHEAST ON SPRING GARDEN ROAD FOR 0.30 MI (0.48 KM) TO THE
 AB6696'STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE CENTER OF THE
 AB6696'NORTHWEST HEADWALL OF A CULVERT FOR MIRY RUN.  THE STATION IS 8.3 M
 AB6696'(27.2 FT) NORTHWEST FROM THE CENTERLINE OF SPRING GARDEN ROAD, 6.8 M
 AB6696'(22.3 FT) SOUTHWEST FROM POLE NUMBER A 60160 WA, 10.3 M (33.8 FT)
 AB6696'SOUTHWEST FROM A SEWER MANHOLE, 6.1 M (20.0 FT) NORTHEAST FROM A STORM
 AB6696'DRAIN INLET, 7.5 M (24.6 FT) NORTHEAST FROM A SEWER MANHOLE AND 14.9 M
 AB6696'(48.9 FT) EAST NORTHEAST FROM THE CENTERLINE OF A PAVED ASPHALT DRIVE
 AB6696'FOR HOUSE NUMBER 33, A TWO STORY BRICK RANCH TYPE DWELLING.
 AB6696
 AB6696                          STATION RECOVERY (2002)
 AB6696
 AB6696'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 AB6696'RECOVERED AS DESCRIBED.
 AB6696' 
 AB6696' 
 AB6696'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6339 ***********************************************************************
 KV6339  DESIGNATION -  11 R 1
 KV6339  PID         -  KV6339
 KV6339  STATE/COUNTY-  NJ/MERCER
 KV6339  USGS QUAD   -  TRENTON EAST (1981)
 KV6339
 KV6339                         *CURRENT SURVEY CONTROL
 KV6339  ___________________________________________________________________
 KV6339* NAD 83(1986)-  40 12 10.     (N)    074 38 50.     (W)     SCALED    
 KV6339* NAVD 88     -        31.991  (meters)     104.96   (feet)  ADJUSTED  
 KV6339  ___________________________________________________________________
 KV6339  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV6339  DYNAMIC HT  -          31.977 (meters)     104.91  (feet)  COMP
 KV6339  MODELED GRAV-     980,195.0   (mgal)                       NAVD 88
 KV6339
 KV6339  VERT ORDER  -  FIRST     CLASS II
 KV6339
 KV6339.The horizontal coordinates were scaled from a topographic map and have
 KV6339.an estimated accuracy of +/- 6 seconds.
 KV6339
 KV6339.The orthometric height was determined by differential leveling
 KV6339.and adjusted by the National Geodetic Survey in June 1991..
 KV6339
 KV6339.The geoid height was determined by GEOID03.
 KV6339
 KV6339.The dynamic height is computed by dividing the NAVD 88
 KV6339.geopotential number by the normal gravity value computed on the
 KV6339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6339.degrees latitude (g = 980.6199 gals.).
 KV6339
 KV6339.The modeled gravity was interpolated from observed gravity values.
 KV6339
 KV6339;                    North         East    Units  Estimated Accuracy
 KV6339;SPC NJ       -   152,040.      137,470.      MT  (+/- 180 meters Scaled)
 KV6339
 KV6339                          SUPERSEDED SURVEY CONTROL
 KV6339
 KV6339  NGVD 29 (01/10/92)   32.318  (m)          106.03   (f) ADJUSTED    1 2
 KV6339
 KV6339.Superseded values are not recommended for survey control.
 KV6339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6339.See file dsdata.txt to determine how the superseded data were derived.
 KV6339
 KV6339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK300503(NAD 83)
 KV6339_MARKER: DD = SURVEY DISK
 KV6339_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6339_SP_SET: PREFAB CONC. POST IN EARTH
 KV6339_STAMPING: 11 R 1 1989
 KV6339_MARK LOGO: NJGS  
 KV6339_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6339+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 KV6339
 KV6339  HISTORY     - Date     Condition        Report By
 KV6339  HISTORY     - 1989     MONUMENTED       NJDT
 KV6339  HISTORY     - 19890630 GOOD             NJGS
 KV6339
 KV6339                          STATION DESCRIPTION
 KV6339
 KV6339'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6339'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6339'IN HAMILTON TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6339'INTERSTATE ROUTE I195, EXIT 5, AT BRIDGE STRUCTURE 1134.163, MILEPOST
 KV6339'4.90 AND U.S.HIGHWAY ROUTE 130, GO WEST 0.96 KM (0.60 MI) ON ROUTE
 KV6339'I195 TO THE MARK ON THE LEFT, ALSO JUST EAST FROM THE BRIDGE
 KV6339'STRUCTURE 1134.161, MILEPOST 4.29 OVER THE CONRAIL BORDENTOWN TO
 KV6339'JAMESBURG RAIIALROAD LINE, 7.65 M (25.10 FT) SOUTH FROM THE SOUTH
 KV6339'CURBLINE OF THE WESTBOUND I195 LANES, 7.4 M (24.3 FT) NORTH FROM THE
 KV6339'EDGE OF THE EASTBOUND I195 LANES, 21.85 M (71.69 FT) SOUTHEAST FROM
 KV6339'THE EAST END OF THE SOUTH ABUTMENT OF THE BRIDGE OF THE WESTBOUND
 KV6339'I195 LANES OVER THE CONRAIL LINE, 42.55 M (139.60 FT) EAST NORTHEAST
 KV6339'FROM THE EAST END OF THE NORTH ABUTMENT OF THE BRIDGE OF THE
 KV6339'EASTBOUND I195 LANES OVER THE CONRAIL LINE, AND SET FLUSH WITH THE
 KV6339'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6934 ***********************************************************************
 KV6934  DESIGNATION -  11 R 2
 KV6934  PID         -  KV6934
 KV6934  STATE/COUNTY-  NJ/MERCER
 KV6934  USGS QUAD   -  HIGHTSTOWN (1981)
 KV6934
 KV6934                         *CURRENT SURVEY CONTROL
 KV6934  ___________________________________________________________________
 KV6934* NAD 83(1996)-  40 15 39.03884(N)    074 32 05.15845(W)     ADJUSTED  
 KV6934* NAVD 88     -        37.7    (meters)     124.     (feet)  GPS OBS   
 KV6934  ___________________________________________________________________
 KV6934  X           -   1,299,681.336 (meters)                     COMP
 KV6934  Y           -  -4,697,566.388 (meters)                     COMP
 KV6934  Z           -   4,100,133.576 (meters)                     COMP
 KV6934  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 KV6934  ELLIP HEIGHT-           4.98  (meters)          (10/23/02) GPS OBS
 KV6934  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KV6934
 KV6934  HORZ ORDER  -  FIRST
 KV6934  ELLP ORDER  -  FOURTH    CLASS I
 KV6934
 KV6934.The horizontal coordinates were established by GPS observations
 KV6934.and adjusted by the National Geodetic Survey in May 1999..
 KV6934
 KV6934.The orthometric height was determined by GPS observations and a
 KV6934.high-resolution geoid model.
 KV6934
 KV6934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6934
 KV6934.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6934
 KV6934.The ellipsoidal height was determined by GPS observations
 KV6934.and is referenced to NAD 83.
 KV6934
 KV6934.The geoid height was determined by GEOID03.
 KV6934
 KV6934;                    North         East     Units Scale Factor Converg.
 KV6934;SPC NJ       -   158,475.477   147,042.800   MT  0.99990011   -0 01 20.9
 KV6934;SPC NJ       -   519,931.63    482,422.92   sFT  0.99990011   -0 01 20.9
 KV6934;UTM  18      - 4,456,812.820   539,560.768   MT  0.99961927   +0 18 02.4
 KV6934
 KV6934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6934!SPC NJ       -   0.99999922  x   0.99990011  =   0.99989933
 KV6934!UTM  18      -   0.99999922  x   0.99961927  =   0.99961849
 KV6934
 KV6934:                Primary Azimuth Mark                     Grid Az
 KV6934:SPC NJ       -  11 Q 2                                   111 23 53.5
 KV6934:UTM  18      -  11 Q 2                                   111 04 30.2
 KV6934
 KV6934|---------------------------------------------------------------------|
 KV6934| PID    Reference Object                     Distance      Geod. Az  |
 KV6934|                                                           dddmmss.s |
 KV6934| KV6933 11 Q 2                              451.540 METERS 1112232.6 |
 KV6934|---------------------------------------------------------------------|
 KV6934
 KV6934                          SUPERSEDED SURVEY CONTROL
 KV6934
 KV6934  ELLIP H (05/14/99)    4.97   (m)                       GP(       ) 4 1
 KV6934  NAD 83(1986)-  40 15 39.03874(N)    074 32 05.16055(W) AD(       ) 1
 KV6934
 KV6934.Superseded values are not recommended for survey control.
 KV6934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6934.See file dsdata.txt to determine how the superseded data were derived.
 KV6934
 KV6934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3956156813(NAD 83)
 KV6934_MARKER: DD = SURVEY DISK
 KV6934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6934_SP_SET: CONCRETE POST
 KV6934_STAMPING: 11 R 2 1991
 KV6934_MARK LOGO: NJGS  
 KV6934_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6934+STABILITY: SURFACE MOTION
 KV6934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6934+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1992
 KV6934
 KV6934  HISTORY     - Date     Condition        Report By
 KV6934  HISTORY     - 1991     MONUMENTED       NJGS
 KV6934  HISTORY     - 19920319 GOOD
 KV6934
 KV6934                          STATION DESCRIPTION
 KV6934
 KV6934'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6934'THE STATION IS LCATED IN THE BOROUGH OF HIGHTSTOWN ON THE GROUNDS OF
 KV6934'THE HIGHTSTOWN HIGH SCHOOL, AT THE NORTHWEST CORNER OF THE PROPERTY
 KV6934'NEXT TO ONE OF THE SOCCER FIELDS.  TO REACH THE STATION FROM THE
 KV6934'JUNCTION OF STATE HIGHWAY 33 AND THE DRIVEWAY FOR THE TRI COUNTY
 KV6934'COOPERATIVE AUCTION MARKET ASSOCIATION, GO SOUTHEAST FOR 0.2 MI
 KV6934'(0.3 KM) ALONG THE STONE AND GRAVEL DRIVE TO A PARTIALLY PAVED DRIVE
 KV6934'LEADING TO THE SOCCER FIELD AND THE STATION ON THE RIGHT, SET BETWEEN
 KV6934'THE EIGHTH AND THE NINTH ROUND TIMBER PILES NORTH FROM A CONCRETE
 KV6934'PROPERTY CORNER MAONUMENT AT AN ANGLE POINT.  THE STATION IS 0.7 M
 KV6934'(2.3 FT) SOUTH SOUTHWEST FROM A TACK WITH RED FLAGGING IN A TIMBER
 KV6934'PILE, 0.7 M (2.3 FT) NORTH NORTHEAST FROM A TACK WITH RED FLAGGING IN
 KV6934'A TIMBER PILE, 37.8 M (124.0 FT) NORTHWEST FROM THE NORTH POST OF THE
 KV6934'SOUTHERLY GOAL POSTS OF THE SOCCER FIELD, 44.4 M (145.7 FT) SOUTHEAST
 KV6934'FROM THE SOUTHWEST CORNER OF AN EIGHT FOOT HIGH CHAIN LINK FENCE
 KV6934'TOPPED WITH BARBED WIRE AND 12.8 M (42.0 FT) NORTHEAST FROM A
 KV6934'CONCRETE PROPERTY CORNER MONUMENT SET AT AN ANGLE POINT IN THE ROW OF
 KV6934'TIMBER PILES.  THE STATION IS SET FLUSH WITH THE GROUND.
 KV6934
 KV6934                          STATION RECOVERY (1992)
 KV6934
 KV6934'RECOVERED 1992
 KV6934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6338 ***********************************************************************
 KV6338  DESIGNATION -  11 S 1
 KV6338  PID         -  KV6338
 KV6338  STATE/COUNTY-  NJ/MERCER
 KV6338  USGS QUAD   -  TRENTON EAST (1981)
 KV6338
 KV6338                         *CURRENT SURVEY CONTROL
 KV6338  ___________________________________________________________________
 KV6338* NAD 83(1986)-  40 12 01.     (N)    074 39 26.     (W)     SCALED    
 KV6338* NAVD 88     -        20.225  (meters)      66.35   (feet)  ADJUSTED  
 KV6338  ___________________________________________________________________
 KV6338  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV6338  DYNAMIC HT  -          20.216 (meters)      66.33  (feet)  COMP
 KV6338  MODELED GRAV-     980,194.1   (mgal)                       NAVD 88
 KV6338
 KV6338  VERT ORDER  -  FIRST     CLASS II
 KV6338
 KV6338.The horizontal coordinates were scaled from a topographic map and have
 KV6338.an estimated accuracy of +/- 6 seconds.
 KV6338
 KV6338.The orthometric height was determined by differential leveling
 KV6338.and adjusted by the National Geodetic Survey in June 1991..
 KV6338
 KV6338.The geoid height was determined by GEOID03.
 KV6338
 KV6338.The dynamic height is computed by dividing the NAVD 88
 KV6338.geopotential number by the normal gravity value computed on the
 KV6338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6338.degrees latitude (g = 980.6199 gals.).
 KV6338
 KV6338.The modeled gravity was interpolated from observed gravity values.
 KV6338
 KV6338;                    North         East    Units  Estimated Accuracy
 KV6338;SPC NJ       -   151,760.      136,620.      MT  (+/- 180 meters Scaled)
 KV6338
 KV6338                          SUPERSEDED SURVEY CONTROL
 KV6338
 KV6338  NGVD 29 (01/10/92)   20.552  (m)           67.43   (f) ADJUSTED    1 2
 KV6338
 KV6338.Superseded values are not recommended for survey control.
 KV6338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6338.See file dsdata.txt to determine how the superseded data were derived.
 KV6338
 KV6338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK291500(NAD 83)
 KV6338_MARKER: DD = SURVEY DISK
 KV6338_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6338_SP_SET: PREFAB CONC. POST IN EARTH
 KV6338_STAMPING: 11 S 1 1989
 KV6338_MARK LOGO: NJGS  
 KV6338_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6338+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 KV6338
 KV6338  HISTORY     - Date     Condition        Report By
 KV6338  HISTORY     - 1989     MONUMENTED       NJDT
 KV6338  HISTORY     - 19890630 GOOD             NJGS
 KV6338
 KV6338                          STATION DESCRIPTION
 KV6338
 KV6338'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6338'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6338'IN HAMILTON TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6338'INTERSTATE ROUTE I195, EXIT 5, STRUCTURE 1134.163, MILEPOST 4.90 AND
 KV6338'U.S. HIGHWAY ROUTE 130, GO WEST 1.92 KM (1.19 MI) ON ROUTE I195 TO
 KV6338'THE MARK ON THE LEFT, ALSO WEST ON I195 FOR 0.64 KM (0.40 MI) FROM
 KV6338'EXIT 3, YARDVILLE HAMILTON SQUARE ROAD, 7.8 M (25.6 FT) SOUTH FROM
 KV6338'THE EDGE OF THE WESTBOUND I195 LANES, 7.8 M (25.6 FT) NORTH FROM THE
 KV6338'EDGE OF THE EASTBOUND I195 LANES, 27.3 M (89.6 FT) WEST NORTHWEST
 KV6338'FROM A 55 MPH SPEED LIMIT SIGN, ABOUT 260 M (853.0 FT) WEST OF A SIGN
 KV6338'BRIDGE FOR THE WEST BOUND LANES OF I195 FOR EXIT 3 B AND 0.1 M (0.3
 KV6338'FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6935 ***********************************************************************
 KV6935  DESIGNATION -  11 S 2
 KV6935  PID         -  KV6935
 KV6935  STATE/COUNTY-  NJ/MERCER
 KV6935  USGS QUAD   -  HIGHTSTOWN (1981)
 KV6935
 KV6935                         *CURRENT SURVEY CONTROL
 KV6935  ___________________________________________________________________
 KV6935* NAD 83(1996)-  40 15 13.51074(N)    074 30 30.53848(W)     ADJUSTED  
 KV6935* NAVD 88     -        33.8    (meters)     111.     (feet)  GPS OBS   
 KV6935  ___________________________________________________________________
 KV6935  X           -   1,301,971.239 (meters)                     COMP
 KV6935  Y           -  -4,697,457.206 (meters)                     COMP
 KV6935  Z           -   4,099,530.185 (meters)                     COMP
 KV6935  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 KV6935  ELLIP HEIGHT-           1.13  (meters)          (10/23/02) GPS OBS
 KV6935  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KV6935
 KV6935  HORZ ORDER  -  FIRST
 KV6935  ELLP ORDER  -  FOURTH    CLASS I
 KV6935
 KV6935.The horizontal coordinates were established by GPS observations
 KV6935.and adjusted by the National Geodetic Survey in May 1999..
 KV6935
 KV6935.The orthometric height was determined by GPS observations and a
 KV6935.high-resolution geoid model.
 KV6935
 KV6935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6935
 KV6935.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6935
 KV6935.The ellipsoidal height was determined by GPS observations
 KV6935.and is referenced to NAD 83.
 KV6935
 KV6935.The geoid height was determined by GEOID03.
 KV6935
 KV6935;                    North         East     Units Scale Factor Converg.
 KV6935;SPC NJ       -   157,687.613   149,278.372   MT  0.99990001   -0 00 19.7
 KV6935;SPC NJ       -   517,346.78    489,757.46   sFT  0.99990001   -0 00 19.7
 KV6935;UTM  18      - 4,456,037.793   541,800.121   MT  0.99962151   +0 19 03.4
 KV6935
 KV6935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6935!SPC NJ       -   0.99999982  x   0.99990001  =   0.99989983
 KV6935!UTM  18      -   0.99999982  x   0.99962151  =   0.99962133
 KV6935
 KV6935                          SUPERSEDED SURVEY CONTROL
 KV6935
 KV6935  NAD 83(1986)-  40 15 13.51066(N)    074 30 30.54060(W) AD(       ) 1
 KV6935
 KV6935.Superseded values are not recommended for survey control.
 KV6935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6935.See file dsdata.txt to determine how the superseded data were derived.
 KV6935
 KV6935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4180056038(NAD 83)
 KV6935_MARKER: DD = SURVEY DISK
 KV6935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6935_SP_SET: CONCRETE POST
 KV6935_STAMPING: 11 S 2 1991
 KV6935_MARK LOGO: NJGS  
 KV6935_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6935+STABILITY: SURFACE MOTION
 KV6935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6935+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1992
 KV6935
 KV6935  HISTORY     - Date     Condition        Report By
 KV6935  HISTORY     - 1991     MONUMENTED       NJGS
 KV6935  HISTORY     - 19920128 GOOD
 KV6935  HISTORY     - 20020817 GOOD             INDIV
 KV6935
 KV6935                          STATION DESCRIPTION
 KV6935
 KV6935'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6935'THE STATION IS LOCATED IN EAST WINDSOR TOWNSHIP ON THE NORTHEAST SIDE
 KV6935'OF ETRA ROAD, COUNTY ROAD 571.  TO REACH THE STATION FROM THE TEE
 KV6935'INTERSECTION OF SOUTH MAIN STREET, COUNTY ROAD 539 AND ETRA ROAD,
 KV6935'COUNTY ROAD 571, GO EAST ON COUNTY ROAD 571 FOR 1.75 MI (2.82 KM) TO
 KV6935'THE STATION ON THE LEFT, SET IN A GRASS LAWN, EAST OF THE AIRCO
 KV6935'WELDING SUPPLY COMPANY.  THE STATION IS 9.7 M (31.8 FT) NORTHEAST
 KV6935'FROM STATE MONUMENT RV 2155 NJGS, LOCATED ON THE NORTH CORNER OF A
 KV6935'CONCRETE HEADWALL AT THE NORTH EDGE OF PAVING OF ETRA ROAD, 23.3 M
 KV6935'(76.4 FT) SOUTHEAST FROM THE CORNER OF A TEN FOOT HIGH CHAIN LINK
 KV6935'FENCE TOPPED WITH BARBED WIRE, 23.1 M (75.8 FT) SOUTHWEST FROM THE
 KV6935'CORNER OF A TEN FOOT HIGH CHAIN LINK FENCE TOPPED WITH BARBED WIRE,
 KV6935'23.2 M (76.1 FT) NORTHEAST FROM POLE JC 1277 EW, ACROSS THE ROAD FROM
 KV6935'THE STATION, 14.2 M (46.6 FT) EAST NORTHEAST FROM THE CENTERLINE OF
 KV6935'ETRA ROAD AND 5.8 M (19.0 FT) NORTH NORTHEAST FROM THE CENTER OF AN
 KV6935'INLET.  THE STATION IS SET FLUSH WITH THE GROUND.
 KV6935
 KV6935                          STATION RECOVERY (1992)
 KV6935
 KV6935'RECOVERED 1992
 KV6935'RECOVERED IN GOOD CONDITION.
 KV6935
 KV6935                          STATION RECOVERY (2002)
 KV6935
 KV6935'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (APC)
 KV6935'STATION LOCATED SOUTH OF A TALL COMMUNICATIONS TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9801 ***********************************************************************
 DE9801  DESIGNATION -  11 S 3
 DE9801  PID         -  DE9801
 DE9801  STATE/COUNTY-  NJ/MERCER
 DE9801  USGS QUAD   -  TRENTON EAST (1981)
 DE9801
 DE9801                         *CURRENT SURVEY CONTROL
 DE9801  ___________________________________________________________________
 DE9801* NAD 83(1996)-  40 11 05.30899(N)    074 42 38.98998(W)     ADJUSTED  
 DE9801* NAVD 88     -        13.773  (meters)      45.19   (feet)  ADJUSTED  
 DE9801  ___________________________________________________________________
 DE9801  X           -   1,286,672.888 (meters)                     COMP
 DE9801  Y           -  -4,706,779.418 (meters)                     COMP
 DE9801  Z           -   4,093,671.490 (meters)                     COMP
 DE9801  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 DE9801  ELLIP HEIGHT-         -19.12  (meters)          (04/17/03) GPS OBS
 DE9801  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 DE9801  DYNAMIC HT  -          13.767 (meters)      45.17  (feet)  COMP
 DE9801  MODELED GRAV-     980,190.2   (mgal)                       NAVD 88
 DE9801
 DE9801  HORZ ORDER  -  FIRST
 DE9801  VERT ORDER  -  FIRST     CLASS II
 DE9801  ELLP ORDER  -  THIRD     CLASS I
 DE9801
 DE9801.The horizontal coordinates were established by GPS observations
 DE9801.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DE9801
 DE9801.The orthometric height was determined by differential leveling
 DE9801.and adjusted by the National Geodetic Survey in March 2005..
 DE9801
 DE9801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9801
 DE9801.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9801
 DE9801.The ellipsoidal height was determined by GPS observations
 DE9801.and is referenced to NAD 83.
 DE9801
 DE9801.The geoid height was determined by GEOID03.
 DE9801
 DE9801.The dynamic height is computed by dividing the NAVD 88
 DE9801.geopotential number by the normal gravity value computed on the
 DE9801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9801.degrees latitude (g = 980.6199 gals.).
 DE9801
 DE9801.The modeled gravity was interpolated from observed gravity values.
 DE9801
 DE9801;                    North         East     Units Scale Factor Converg.
 DE9801;SPC NJ       -   150,054.092   132,046.784   MT  0.99990397   -0 08 09.7
 DE9801;SPC NJ       -   492,302.47    433,223.49   sFT  0.99990397   -0 08 09.7
 DE9801;UTM  18      - 4,448,309.516   524,616.763   MT  0.99960746   +0 11 11.7
 DE9801
 DE9801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9801!SPC NJ       -   1.00000300  x   0.99990397  =   0.99990697
 DE9801!UTM  18      -   1.00000300  x   0.99960746  =   0.99961046
 DE9801
 DE9801|---------------------------------------------------------------------|
 DE9801| PID    Reference Object                     Distance      Geod. Az  |
 DE9801|                                                           dddmmss.s |
 DE9801| KV6347 11 X 1                              304.839 METERS 08018     |
 DE9801|---------------------------------------------------------------------|
 DE9801
 DE9801                          SUPERSEDED SURVEY CONTROL
 DE9801
 DE9801.No superseded survey control is available for this station.
 DE9801
 DE9801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2461748310(NAD 83)
 DE9801_MARKER: DD = SURVEY DISK
 DE9801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9801_STAMPING: 11 S 3 2000
 DE9801_MARK LOGO: NJGS  
 DE9801_PROJECTION: FLUSH
 DE9801_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9801+STABILITY: SURFACE MOTION
 DE9801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9801+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DE9801
 DE9801  HISTORY     - Date     Condition        Report By
 DE9801  HISTORY     - 2000     MONUMENTED       NJGS
 DE9801  HISTORY     - 20020202 GOOD             NJGS
 DE9801
 DE9801                          STATION DESCRIPTION
 DE9801
 DE9801'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DE9801'THE STATION IS LOCATED IN HAMILTON TOWNSHIP IN THE CENTER GRASS MEDIAN
 DE9801'OF INTERSTATE
 DE9801'HIGHWAY 195 AT MILE POINT 0.6
 DE9801' 
 DE9801'THE STATION IS ABOUT 166 M WEST FROM THE NORTHWEST LEG OF A STEEL SIGN
 DE9801'BRIDGE OVER THE
 DE9801'EASTBOUND LANES OF INTERSTATE HIGHWAY 195 NEAR THE EXIT RAMP AT
 DE9801'INTERCHANGTE 1A, 0.4 M
 DE9801'NORTH FROM A METAL WITNESS POST AND ABOUT 1.0 M SOUTH FROM THE SOUTH
 DE9801'EDGE OF THE
 DE9801'WESTBOUND LANES OF INTERSTATE HIGHWAY 195.  THE STATION IS SET FLUSH
 DE9801'WITH THE GROUND.
 DE9801'
 DE9801'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6337 ***********************************************************************
 KV6337  DESIGNATION -  11 T 1
 KV6337  PID         -  KV6337
 KV6337  STATE/COUNTY-  NJ/MERCER
 KV6337  USGS QUAD   -  TRENTON EAST (1981)
 KV6337
 KV6337                         *CURRENT SURVEY CONTROL
 KV6337  ___________________________________________________________________
 KV6337* NAD 83(1986)-  40 11 48.     (N)    074 40 13.     (W)     SCALED    
 KV6337* NAVD 88     -        15.292  (meters)      50.17   (feet)  ADJUSTED  
 KV6337  ___________________________________________________________________
 KV6337  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV6337  DYNAMIC HT  -          15.285 (meters)      50.15  (feet)  COMP
 KV6337  MODELED GRAV-     980,193.0   (mgal)                       NAVD 88
 KV6337
 KV6337  VERT ORDER  -  FIRST     CLASS II
 KV6337
 KV6337.The horizontal coordinates were scaled from a topographic map and have
 KV6337.an estimated accuracy of +/- 6 seconds.
 KV6337
 KV6337.The orthometric height was determined by differential leveling
 KV6337.and adjusted by the National Geodetic Survey in June 1991..
 KV6337
 KV6337.The geoid height was determined by GEOID03.
 KV6337
 KV6337.The dynamic height is computed by dividing the NAVD 88
 KV6337.geopotential number by the normal gravity value computed on the
 KV6337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6337.degrees latitude (g = 980.6199 gals.).
 KV6337
 KV6337.The modeled gravity was interpolated from observed gravity values.
 KV6337
 KV6337;                    North         East    Units  Estimated Accuracy
 KV6337;SPC NJ       -   151,360.      135,500.      MT  (+/- 180 meters Scaled)
 KV6337
 KV6337                          SUPERSEDED SURVEY CONTROL
 KV6337
 KV6337  NGVD 29 (01/10/92)   15.619  (m)           51.24   (f) ADJUSTED    1 2
 KV6337
 KV6337.Superseded values are not recommended for survey control.
 KV6337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6337.See file dsdata.txt to determine how the superseded data were derived.
 KV6337
 KV6337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK280496(NAD 83)
 KV6337_MARKER: DD = SURVEY DISK
 KV6337_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6337_SP_SET: PREFAB CONC. POST IN EARTH
 KV6337_STAMPING: 11 T 1 1989
 KV6337_MARK LOGO: NJGS  
 KV6337_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6337+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 KV6337
 KV6337  HISTORY     - Date     Condition        Report By
 KV6337  HISTORY     - 1989     MONUMENTED       NJDT
 KV6337  HISTORY     - 19890630 GOOD             NJGS
 KV6337
 KV6337                          STATION DESCRIPTION
 KV6337
 KV6337'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6337'THE STATION IS LOCATED IN THE MEDIAN OF INTERSTATE ROUTE I195, IN
 KV6337'HAMILTON TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6337'INTERSTATE ROUTE I195, EXIT 5 AT BRIDGE STRUCTURE 1134.163, MILEPOST
 KV6337'4.90 AND U.S.HIGHWAY ROUTE 130, GO WEST, 3.2 KM (2.0 MI) ON ROUTE
 KV6337'I195 TO THE STATION ON THE LEFT, 7.6 M (24.9 FT) SOUTH FROM THE EDGE
 KV6337'OF THE WESTBOUND I195 LANES, 7.6 M (24.9 FT) NORTH FROM THE EDGE OF
 KV6337'THE EASTBOUND I195 LANES, 45.8 M (150.3 FT) WEST FROM THE CENTERLINE
 KV6337'OF A HIGH VOLTAGE TRANSMISSION TOWER LINE OVER I195, 24.7 M (81.0 FT)
 KV6337'WEST FROM THE RANGE OF MILEPOST 3.0 IN THE SHOULDER, 23.3 M (76.4 FT)
 KV6337'NORTH FROM THE NORTHERN MOST LEG OF A SIGN EXIT 3A ON THE EASTBOUND
 KV6337'LANES, 45.9 M (150.6 FT) EAST FROM THE RANGE OF A SIGN EXIT 2 AND SET
 KV6337'0.1 M (0.3 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9789 ***********************************************************************
 DE9789  DESIGNATION -  11 T 3
 DE9789  PID         -  DE9789
 DE9789  STATE/COUNTY-  NJ/MERCER
 DE9789  USGS QUAD   -  TRENTON WEST (1995)
 DE9789
 DE9789                         *CURRENT SURVEY CONTROL
 DE9789  ___________________________________________________________________
 DE9789* NAD 83(1996)-  40 12 19.14346(N)    074 45 16.98243(W)     ADJUSTED  
 DE9789* NAVD 88     -        13.604  (meters)      44.63   (feet)  ADJUSTED  
 DE9789  ___________________________________________________________________
 DE9789  X           -   1,282,680.716 (meters)                     COMP
 DE9789  Y           -  -4,706,345.289 (meters)                     COMP
 DE9789  Z           -   4,095,410.830 (meters)                     COMP
 DE9789  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 DE9789  ELLIP HEIGHT-         -19.45  (meters)          (04/17/03) GPS OBS
 DE9789  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 DE9789  DYNAMIC HT  -          13.598 (meters)      44.61  (feet)  COMP
 DE9789  MODELED GRAV-     980,180.6   (mgal)                       NAVD 88
 DE9789
 DE9789  HORZ ORDER  -  FIRST
 DE9789  VERT ORDER  -  FIRST     CLASS II
 DE9789  ELLP ORDER  -  THIRD     CLASS I
 DE9789
 DE9789.The horizontal coordinates were established by GPS observations
 DE9789.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DE9789
 DE9789.The orthometric height was determined by differential leveling
 DE9789.and adjusted by the National Geodetic Survey in March 2005..
 DE9789.No vertical observational check was made to the station.
 DE9789
 DE9789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9789
 DE9789.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9789
 DE9789.The ellipsoidal height was determined by GPS observations
 DE9789.and is referenced to NAD 83.
 DE9789
 DE9789.The geoid height was determined by GEOID03.
 DE9789
 DE9789.The dynamic height is computed by dividing the NAVD 88
 DE9789.geopotential number by the normal gravity value computed on the
 DE9789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9789.degrees latitude (g = 980.6199 gals.).
 DE9789
 DE9789.The modeled gravity was interpolated from observed gravity values.
 DE9789
 DE9789;                    North         East     Units Scale Factor Converg.
 DE9789;SPC NJ       -   152,341.015   128,316.146   MT  0.99990579   -0 09 51.9
 DE9789;SPC NJ       -   499,805.48    420,983.89   sFT  0.99990579   -0 09 51.9
 DE9789;UTM  18      - 4,450,574.715   520,874.422   MT  0.99960536   +0 09 30.0
 DE9789
 DE9789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9789!SPC NJ       -   1.00000305  x   0.99990579  =   0.99990884
 DE9789!UTM  18      -   1.00000305  x   0.99960536  =   0.99960841
 DE9789
 DE9789                          SUPERSEDED SURVEY CONTROL
 DE9789
 DE9789.No superseded survey control is available for this station.
 DE9789
 DE9789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2087450575(NAD 83)
 DE9789_MARKER: DD = SURVEY DISK
 DE9789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9789_STAMPING: 11 T 3 2001
 DE9789_MARK LOGO: NJGS  
 DE9789_PROJECTION: FLUSH
 DE9789_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9789+STABILITY: SURFACE MOTION
 DE9789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9789+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2002
 DE9789
 DE9789  HISTORY     - Date     Condition        Report By
 DE9789  HISTORY     - 2002     MONUMENTED       NJDT
 DE9789  HISTORY     - 20020114 GOOD             NJGS
 DE9789
 DE9789                          STATION DESCRIPTION
 DE9789
 DE9789'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DE9789'THE STATION IS LOCATED IN THE CITY OF TRENTON, ON THE WEST SIDE OF
 DE9789'STATE ROUTE 129, NEAR
 DE9789'THE SOUTHWEST CORNER OF THE INTERSECTION WITH CASS STREET.
 DE9789' 
 DE9789'THE STATION IS 60 M SOUTH FROM THE SOUTH CURB OF CASS STREET, 33.8 M
 DE9789'SOUTH FROM WOOD
 DE9789'UTILITY POLE NUMBER B 01117, 19.7 M NORTH FROM WOOD UTILITY POLE
 DE9789'NUMBER B 04116, 1.0 M
 DE9789'WEST FROM THE WEST CURB OF STATE ROUTE 129, AND 0.4 M EAST FROM A 6 FT
 DE9789'HIGH CHAIN LINK
 DE9789'FENCE SURROUNDING A PARKING LOT.
 DE9789'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6336 ***********************************************************************
 KV6336  DESIGNATION -  11 U 1
 KV6336  PID         -  KV6336
 KV6336  STATE/COUNTY-  NJ/MERCER
 KV6336  USGS QUAD   -  TRENTON EAST (1981)
 KV6336
 KV6336                         *CURRENT SURVEY CONTROL
 KV6336  ___________________________________________________________________
 KV6336* NAD 83(1986)-  40 11 41.     (N)    074 40 41.     (W)     SCALED    
 KV6336* NAVD 88     -        12.386  (meters)      40.64   (feet)  ADJUSTED  
 KV6336  ___________________________________________________________________
 KV6336  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV6336  DYNAMIC HT  -          12.380 (meters)      40.62  (feet)  COMP
 KV6336  MODELED GRAV-     980,192.4   (mgal)                       NAVD 88
 KV6336
 KV6336  VERT ORDER  -  FIRST     CLASS II
 KV6336
 KV6336.The horizontal coordinates were scaled from a topographic map and have
 KV6336.an estimated accuracy of +/- 6 seconds.
 KV6336
 KV6336.The orthometric height was determined by differential leveling
 KV6336.and adjusted by the National Geodetic Survey in June 1991..
 KV6336
 KV6336.The geoid height was determined by GEOID03.
 KV6336
 KV6336.The dynamic height is computed by dividing the NAVD 88
 KV6336.geopotential number by the normal gravity value computed on the
 KV6336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6336.degrees latitude (g = 980.6199 gals.).
 KV6336
 KV6336.The modeled gravity was interpolated from observed gravity values.
 KV6336
 KV6336;                    North         East    Units  Estimated Accuracy
 KV6336;SPC NJ       -   151,150.      134,840.      MT  (+/- 180 meters Scaled)
 KV6336
 KV6336                          SUPERSEDED SURVEY CONTROL
 KV6336
 KV6336  NGVD 29 (01/10/92)   12.713  (m)           41.71   (f) ADJUSTED    1 2
 KV6336
 KV6336.Superseded values are not recommended for survey control.
 KV6336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6336.See file dsdata.txt to determine how the superseded data were derived.
 KV6336
 KV6336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK274494(NAD 83)
 KV6336_MARKER: DD = SURVEY DISK
 KV6336_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6336_SP_SET: PREFAB CONC. POST IN EARTH
 KV6336_STAMPING: 11 U 1 1989
 KV6336_MARK LOGO: NJGS  
 KV6336_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6336+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 KV6336
 KV6336  HISTORY     - Date     Condition        Report By
 KV6336  HISTORY     - 1989     MONUMENTED       NJDT
 KV6336  HISTORY     - 19890630 GOOD             NJGS
 KV6336
 KV6336                          STATION DESCRIPTION
 KV6336
 KV6336'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6336'THE STATION IS LOCATED IN THE MEDIAN OF INTERSTATE ROUTE I195, IN
 KV6336'HAMILTON TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6336'INTERSTATE ROUTE I195 AND SOUTH BROAD STREET, EXIT 1, BRIDGE
 KV6336'STRUCTURE 1134.151, MILEPOST 0.92, GO EAST FOR 1.52 KM (0.94 MI) ON
 KV6336'ROUTE I195 TO THE MARK ON THE LEFT, ALSO WEST 1.36 KM (0.85 MI) ON
 KV6336'ROUTE I195 FROM EXIT 3A, YARDVILLE HAMILTON SQUARE ROAD, 7.7 M (25.3
 KV6336'FT) SOUTH FROM THE EDGE OF THE WESTBOUND I195 LANES, 7.6 M (24.9 FT)
 KV6336'NORTH FROM THE EDGE OF THE EASTBOUND I195 LANES, 17.5 M (57.4 FT)
 KV6336'WEST FROM AN E TYPE INLET IN THE MEDIAN, 20.7 M (67.9 FT) SOUTH
 KV6336'SOUTHEAST FROM A B TYPE INLET IN THE WESTBOUND I195 SHOULDER, 26.1 M
 KV6336'(85.6 FT) NORTHWEST FROM A B TYPE INLET IN THE EASTBOUND I195
 KV6336'SHOULDER, 0.08 KM (0.05 MI) EAST OF AN PAVED U TURN SLOT IN THE
 KV6336'MEDIAN AND SET 0.1 M (0.3 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6671 ***********************************************************************
 KV6671  DESIGNATION -  11 U 2
 KV6671  PID         -  KV6671
 KV6671  STATE/COUNTY-  NJ/MERCER
 KV6671  USGS QUAD   -  PRINCETON (1981)
 KV6671
 KV6671                         *CURRENT SURVEY CONTROL
 KV6671  ___________________________________________________________________
 KV6671* NAD 83(1996)-  40 20 32.26532(N)    074 38 14.72184(W)     ADJUSTED  
 KV6671* NAVD 88     -        18.555  (meters)      60.88   (feet)  ADJUSTED  
 KV6671  ___________________________________________________________________
 KV6671  X           -   1,289,708.861 (meters)                     COMP
 KV6671  Y           -  -4,694,232.042 (meters)                     COMP
 KV6671  Z           -   4,107,018.629 (meters)                     COMP
 KV6671  LAPLACE CORR-           5.56  (seconds)                    DEFLEC99
 KV6671  ELLIP HEIGHT-         -14.64  (meters)          (10/23/02) GPS OBS
 KV6671  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KV6671  DYNAMIC HT  -          18.546 (meters)      60.85  (feet)  COMP
 KV6671  MODELED GRAV-     980,169.7   (mgal)                       NAVD 88
 KV6671
 KV6671  HORZ ORDER  -  FIRST
 KV6671  VERT ORDER  -  FIRST     CLASS II
 KV6671  ELLP ORDER  -  FOURTH    CLASS I
 KV6671
 KV6671.The horizontal coordinates were established by GPS observations
 KV6671.and adjusted by the National Geodetic Survey in May 1999..
 KV6671
 KV6671.The orthometric height was determined by differential leveling
 KV6671.and adjusted by the National Geodetic Survey in April 1995..
 KV6671
 KV6671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6671
 KV6671.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6671
 KV6671.The ellipsoidal height was determined by GPS observations
 KV6671.and is referenced to NAD 83.
 KV6671
 KV6671.The geoid height was determined by GEOID03.
 KV6671
 KV6671.The dynamic height is computed by dividing the NAVD 88
 KV6671.geopotential number by the normal gravity value computed on the
 KV6671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6671.degrees latitude (g = 980.6199 gals.).
 KV6671
 KV6671.The modeled gravity was interpolated from observed gravity values.
 KV6671
 KV6671;                    North         East     Units Scale Factor Converg.
 KV6671;SPC NJ       -   167,527.500   138,324.914   MT  0.99990168   -0 05 20.3
 KV6671;SPC NJ       -   549,629.81    453,820.99   sFT  0.99990168   -0 05 20.3
 KV6671;UTM  18      - 4,465,812.920   530,794.430   MT  0.99961167   +0 14 05.0
 KV6671
 KV6671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6671!SPC NJ       -   1.00000230  x   0.99990168  =   0.99990398
 KV6671!UTM  18      -   1.00000230  x   0.99961167  =   0.99961397
 KV6671
 KV6671                          SUPERSEDED SURVEY CONTROL
 KV6671
 KV6671  ELLIP H (05/14/99)  -14.63   (m)                       GP(       ) 4 1
 KV6671  NAD 83(1986)-  40 20 32.26500(N)    074 38 14.72411(W) AD(       ) 1
 KV6671  NGVD 29 (01/10/92)   18.889  (m)           61.97   (f) ADJUSTED    1 2
 KV6671
 KV6671.Superseded values are not recommended for survey control.
 KV6671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6671.See file dsdata.txt to determine how the superseded data were derived.
 KV6671
 KV6671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3079465813(NAD 83)
 KV6671_MARKER: DD = SURVEY DISK
 KV6671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6671_SP_SET: CONCRETE POST
 KV6671_STAMPING: 11 U 2 1991
 KV6671_MARK LOGO: NJGS  
 KV6671_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6671+STABILITY: SURFACE MOTION
 KV6671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6671+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1995
 KV6671
 KV6671  HISTORY     - Date     Condition        Report By
 KV6671  HISTORY     - 1991     MONUMENTED       NJGS
 KV6671  HISTORY     - 19911120 GOOD             NJGS
 KV6671  HISTORY     - 19950405 GOOD             NJGS
 KV6671  HISTORY     - 20030613 GOOD             UE
 KV6671
 KV6671                          STATION DESCRIPTION
 KV6671
 KV6671'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6671'THE STATION IS LOCATED IN PRINCETON TOWNSHIP, ON THE WEST SIDE OF
 KV6671'HARRISON STREET, COUNTY ROAD 629, NEAR THE SOUTHWEST CORNER OF THE
 KV6671'HARRISON STREET BRIDGE SPANNING CARNEGIE LAKE.  THE STATION IS SET
 KV6671'BETWEEN THE BIKE HIKING TRAIL OF THE DELAWARE AND RARITAN CANAL STATE
 KV6671'PARK AND THE SOUTHWEST CORNER OF THE BRIDGE.  THE STATION IS 5.5 M
 KV6671'(18.0 FT) NORTH FROM THE CENTERLINE OF THE BIKE PATH, 10.25 M (33.63
 KV6671'FT) WEST FROM THE CENTERLINE OF HARRISON STREET, 6.35 M (20.83 FT)
 KV6671'SOUTHWEST FROM THE CORNER OF AN INLET ON THE WEST SIDE OF HARRISON
 KV6671'STREET, 32.7 M (107.3 FT) SOUTH SOUTHWEST FROM THE SOUTHWEST END OF
 KV6671'THE WEST BALUSTRADE OF THE BRIDGE, 13.95 M (45.77 FT) SOUTH SOUTHEAST
 KV6671'FROM POLE NUMBER 2614PT, 16.3 M (53.5 FT) SOUTHEAST FROM POLE
 KV6671'PS2501PT, 17.6 M (57.7 FT) NORTH NORTHWEST FROM THE NORTHWEST CORNER
 KV6671'OF THE WEST BALUSTRADE OF THE HARRISON STREET CANAL BRIDGE AND 1.95 M
 KV6671'(6.40 FT) NORTHWEST FROM THE CENTER OF A WOODEN POST AT THE SOUTH END
 KV6671'OF THE METAL GUARD RAIL.  THE STATION IS SET FLUSH WITH THE GROUND.
 KV6671
 KV6671                          STATION RECOVERY (1991)
 KV6671
 KV6671'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV6671'RECOVERED IN GOOD CONDITION.
 KV6671
 KV6671                          STATION RECOVERY (1995)
 KV6671
 KV6671'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV6671'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS
 KV6671'4.85 M (15.91 FT) SOUTHEAST FROM POLE NUMBER 2614 PT PEK 8022, 9.75 M
 KV6671'(31.99 FT) SOUTHEAST FROM POLE NUMBER PS 250 PT PEK 8023 AND 0.2 M
 KV6671'(0.7 FT) SOUTHEAST FROM A STEEL POST FOR A GUIDERAIL SUPPORT.
 KV6671
 KV6671                          STATION RECOVERY (2003)
 KV6671
 KV6671'RECOVERY NOTE BY URBAN ENGINEERS INC 2003 (WBF)
 KV6671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6335 ***********************************************************************
 KV6335  DESIGNATION -  11 V 1
 KV6335  PID         -  KV6335
 KV6335  STATE/COUNTY-  NJ/MERCER
 KV6335  USGS QUAD   -  TRENTON EAST (1981)
 KV6335
 KV6335                         *CURRENT SURVEY CONTROL
 KV6335  ___________________________________________________________________
 KV6335* NAD 83(1996)-  40 11 31.78062(N)    074 41 04.72681(W)     ADJUSTED  
 KV6335* NAVD 88     -        11.090  (meters)      36.38   (feet)  ADJUSTED  
 KV6335  ___________________________________________________________________
 KV6335  X           -   1,288,684.056 (meters)                     COMP
 KV6335  Y           -  -4,705,680.799 (meters)                     COMP
 KV6335  Z           -   4,094,293.522 (meters)                     COMP
 KV6335  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 KV6335  ELLIP HEIGHT-         -21.76  (meters)          (10/23/02) GPS OBS
 KV6335  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV6335  DYNAMIC HT  -          11.085 (meters)      36.37  (feet)  COMP
 KV6335  MODELED GRAV-     980,192.0   (mgal)                       NAVD 88
 KV6335
 KV6335  HORZ ORDER  -  FIRST
 KV6335  VERT ORDER  -  FIRST     CLASS II
 KV6335  ELLP ORDER  -  FOURTH    CLASS I
 KV6335
 KV6335.The horizontal coordinates were established by GPS observations
 KV6335.and adjusted by the National Geodetic Survey in May 1999..
 KV6335
 KV6335.The orthometric height was determined by differential leveling
 KV6335.and adjusted by the National Geodetic Survey in June 1991..
 KV6335
 KV6335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6335
 KV6335.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6335
 KV6335.The ellipsoidal height was determined by GPS observations
 KV6335.and is referenced to NAD 83.
 KV6335
 KV6335.The geoid height was determined by GEOID03.
 KV6335
 KV6335.The dynamic height is computed by dividing the NAVD 88
 KV6335.geopotential number by the normal gravity value computed on the
 KV6335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6335.degrees latitude (g = 980.6199 gals.).
 KV6335
 KV6335.The modeled gravity was interpolated from observed gravity values.
 KV6335
 KV6335;                    North         East     Units Scale Factor Converg.
 KV6335;SPC NJ       -   150,865.536   134,278.193   MT  0.99990304   -0 07 09.0
 KV6335;SPC NJ       -   494,964.68    440,544.37   sFT  0.99990304   -0 07 09.0
 KV6335;SPC PA S     -    99,889.212   860,966.803   MT  0.99996963   +1 59 19.6
 KV6335;SPC PA S     -   327,719.86  2,824,688.59   sFT  0.99996963   +1 59 19.6
 KV6335;UTM  18      - 4,449,133.270   526,842.909   MT  0.99960887   +0 12 12.7
 KV6335
 KV6335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6335!SPC NJ       -   1.00000341  x   0.99990304  =   0.99990645
 KV6335!SPC PA S     -   1.00000341  x   0.99996963  =   0.99997304
 KV6335!UTM  18      -   1.00000341  x   0.99960887  =   0.99961228
 KV6335
 KV6335                          SUPERSEDED SURVEY CONTROL
 KV6335
 KV6335  NAD 83(1986)-  40 11 31.78074(N)    074 41 04.72943(W) AD(       ) 1
 KV6335  NAVD 88 (04/17/03)   11.09   (m)           36.4    (f) LEVELING    3  
 KV6335  NGVD 29 (01/10/92)   11.417  (m)           37.46   (f) ADJUSTED    1 2
 KV6335
 KV6335.Superseded values are not recommended for survey control.
 KV6335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6335.See file dsdata.txt to determine how the superseded data were derived.
 KV6335
 KV6335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2684349133(NAD 83)
 KV6335_MARKER: DD = SURVEY DISK
 KV6335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6335_SP_SET: CONCRETE POST
 KV6335_STAMPING: 11 V 1 1989
 KV6335_MARK LOGO: NJGS  
 KV6335_PROJECTION: FLUSH
 KV6335_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6335+STABILITY: SURFACE MOTION
 KV6335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6335+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2002
 KV6335
 KV6335  HISTORY     - Date     Condition        Report By
 KV6335  HISTORY     - 1989     MONUMENTED       NJDT
 KV6335  HISTORY     - 19890630 GOOD             NJGS
 KV6335  HISTORY     - 19900503 GOOD             NJGS
 KV6335  HISTORY     - 20020202 GOOD             NJGS
 KV6335  HISTORY     - 20020503 GOOD             NJGS
 KV6335
 KV6335                          STATION DESCRIPTION
 KV6335
 KV6335'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6335'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6335'IN HAMILTON TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6335'INTERSTATE ROUTE I195 AND SOUTH BROAD STREET, EXIT 1, AT STRUCTURE
 KV6335'1134.151, MILEPOST 0.92, GO EAST 0.8 KM (0.5 MI) ON ROUTE I195 TO THE
 KV6335'STATION ON THE LEFT, 4.15 M (13.62 FT) SOUTH FROM THE EDGE OF THE
 KV6335'WESTBOUND I195 LANES, 4.0 M (13.1 FT) NORTH FROM THE EDGE OF THE
 KV6335'EASTBOUND I195 LANES, 17.7 M (58.1 FT) WEST FROM AN E TYPE INLET IN
 KV6335'THE MEDIAN, 21.3 M (69.9 FT) NORTHWEST FROM THE RANGE OF A 3A EXIT
 KV6335'SIGN, ON THE SOUTH SIDE OF THE EASTBOUND I195 LANES AND SET 0.1 M
 KV6335'(0.3 FT) BELOW THE GROUND.
 KV6335
 KV6335                          STATION RECOVERY (1990)
 KV6335
 KV6335'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6335'RECOVERD AS DESCRIBED IN LEVEL PROJECT L25235 BY NJGS.
 KV6335
 KV6335                          STATION RECOVERY (2002)
 KV6335
 KV6335'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6335'RECOVERED AS DESCRIBED WITH A NEW DESCRIPTION TO FOLLOW.  THE STATION
 KV6335'IS LOCATED IN
 KV6335'HAMILTON TOWNSHIP IN THE CENTER GRASS MEDIAN OF INTERSTATE HIGHWAY 195
 KV6335'AT MILE POINT
 KV6335'2.15.  TO REACH THE STATION FROM THE BRIDGE CARRYING YARDVILLE
 KV6335'HAMILTON SQUARE ROAD
 KV6335'OVER INTERSTATE HIGHWAY 195 AT INTERCHANGE 3, GO WEST ON INTERSTATE
 KV6335'HIGHWAY 195 FOR
 KV6335'1.2 MI TO THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND.
 KV6335' 
 KV6335'THE STATION IS 4.15 M SOUTH FROM THE SOUTH EDGE OF THE WESTBOUND LANES
 KV6335'OF INTERSTATE
 KV6335'HIGHWAY 195, 4.1 M NORTH FROM THE NORTH EDGE OF THE EASTBOUND LANES OF
 KV6335'INTERSTATE
 KV6335'HIGHWAY 195, 17.7 M WEST FROM AN INLET IN THE MEDIAN, 95.2 M EAST
 KV6335'ALONG THE MEDIAN FROM
 KV6335'MILE POST 2.1 ON THE EAST BOUND LANES, 0.5 M SOUTH FROM A METAL
 KV6335'WITNESS POST, AND 7.5 M
 KV6335'SOUTHWEST FROM THE RANGE OF A LARGE TRAFFIC SIGN WHICH READS, EXITS
 KV6335'3A-B YARDVILLE
 KV6335'HAMILTON SQUARE ROAD ONE MILE, LOCATED ON THE SOUTH SIDE OF THE
 KV6335'EASTBOUND LANES OF
 KV6335'INTERSTATE HIGHWAY 195
 KV6335' 
 KV6335' 
 KV6335'
 KV6335
 KV6335                          STATION RECOVERY (2002)
 KV6335
 KV6335'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002
 KV6335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6790 ***********************************************************************
 KV6790  DESIGNATION -  11 V 2
 KV6790  PID         -  KV6790
 KV6790  STATE/COUNTY-  NJ/MERCER
 KV6790  USGS QUAD   -  PRINCETON (1981)
 KV6790
 KV6790                         *CURRENT SURVEY CONTROL
 KV6790  ___________________________________________________________________
 KV6790* NAD 83(1996)-  40 18 36.55158(N)    074 44 03.65414(W)     ADJUSTED  
 KV6790* NAVD 88     -        49.4    (meters)     162.     (feet)  GPS OBS   
 KV6790  ___________________________________________________________________
 KV6790  X           -   1,282,380.227 (meters)                     COMP
 KV6790  Y           -  -4,698,657.915 (meters)                     COMP
 KV6790  Z           -   4,104,317.478 (meters)                     COMP
 KV6790  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 KV6790  ELLIP HEIGHT-          16.07  (meters)          (10/23/02) GPS OBS
 KV6790  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KV6790
 KV6790  HORZ ORDER  -  FIRST
 KV6790  ELLP ORDER  -  FOURTH    CLASS I
 KV6790
 KV6790.The horizontal coordinates were established by GPS observations
 KV6790.and adjusted by the National Geodetic Survey in May 1999..
 KV6790
 KV6790.The orthometric height was determined by GPS observations and a
 KV6790.high-resolution geoid model.
 KV6790
 KV6790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6790
 KV6790.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6790
 KV6790.The ellipsoidal height was determined by GPS observations
 KV6790.and is referenced to NAD 83.
 KV6790
 KV6790.The geoid height was determined by GEOID03.
 KV6790
 KV6790;                    North         East     Units Scale Factor Converg.
 KV6790;SPC NJ       -   163,975.991   130,080.906   MT  0.99990488   -0 09 05.8
 KV6790;SPC NJ       -   537,977.90    426,773.77   sFT  0.99990488   -0 09 05.8
 KV6790;UTM  18      - 4,462,215.970   522,573.030   MT  0.99960627   +0 10 18.7
 KV6790
 KV6790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6790!SPC NJ       -   0.99999748  x   0.99990488  =   0.99990236
 KV6790!UTM  18      -   0.99999748  x   0.99960627  =   0.99960375
 KV6790
 KV6790                          SUPERSEDED SURVEY CONTROL
 KV6790
 KV6790  ELLIP H (05/14/99)   16.09   (m)                       GP(       ) 4 1
 KV6790  NAD 83(1986)-  40 18 36.55079(N)    074 44 03.65641(W) AD(       ) 1
 KV6790  NGVD 29 (09/20/93)   49.8    (m)          163.     (f) GPS OBS        
 KV6790
 KV6790.Superseded values are not recommended for survey control.
 KV6790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6790.See file dsdata.txt to determine how the superseded data were derived.
 KV6790
 KV6790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2257362216(NAD 83)
 KV6790_MARKER: DD = SURVEY DISK
 KV6790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6790_SP_SET: CONCRETE POST
 KV6790_STAMPING: 11 V 2 1991
 KV6790_MARK LOGO: NJGS  
 KV6790_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6790+STABILITY: SURFACE MOTION
 KV6790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6790+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1993
 KV6790
 KV6790  HISTORY     - Date     Condition        Report By
 KV6790  HISTORY     - 1991     MONUMENTED       NJGS
 KV6790  HISTORY     - 19930331 GOOD             NJGS
 KV6790
 KV6790                          STATION DESCRIPTION
 KV6790
 KV6790'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6790'THE STATION IS LOCATED IN LAWRENCE TOWNSHIP ON THE NORTH SIDE OF COLD
 KV6790'SOIL ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 KV6790'HIGHWAY 206 AND INTERSTATE HIGHWAY 295, GO NORTH ON U.S. HIGHWAY 206
 KV6790'FOR 1.3 MI (2.1 KM) TO THE JUNCTION WITH COLD SOIL ROAD ON THE LEFT.
 KV6790'TURN LEFT AND GO 0.75 MI (1.21 KM) ON COLD SOIL ROAD TO THE STATION
 KV6790'ON THE RIGHT, JUST SOUTHEAST OF THE TEE INTERSECTION WITH SOCIETY WAY
 KV6790'ON THE LEFT.  THE STATION IS 12.0 M (39.4 FT) EAST NORTHEAST FROM THE
 KV6790'CENTERLINE OF COLD SOIL ROAD, 12.7 M (41.7 FT) SOUTH FROM THE
 KV6790'EXTENDED CENTERLINE OF SOCIETY WAY, 6.7 M (22.0 FT) EAST NORTHEAST
 KV6790'FROM AN INLET IN THE EAST CURBLINE OF COLD SOIL ROAD, 26.2 M
 KV6790'(86.0 FT) EAST FROM A FIRE HYDRANT AT THE SOUTHWEST CORNER OF COLD
 KV6790'SOIL ROAD AND SOCIETY WAY AND 23.9 M (78.4 FT) NORTHEAST FROM POLE
 KV6790'NUMBER A60853 LA.  THE STATION IS SET FLUSH WITH THE GROUND.
 KV6790
 KV6790                          STATION RECOVERY (1993)
 KV6790
 KV6790'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9791 ***********************************************************************
 DE9791  DESIGNATION -  11 V 3
 DE9791  PID         -  DE9791
 DE9791  STATE/COUNTY-  NJ/MERCER
 DE9791  USGS QUAD   -  TRENTON WEST (1995)
 DE9791
 DE9791                         *CURRENT SURVEY CONTROL
 DE9791  ___________________________________________________________________
 DE9791* NAD 83(1996)-  40 11 53.04145(N)    074 45 09.67975(W)     ADJUSTED  
 DE9791* NAVD 88     -        13.744  (meters)      45.09   (feet)  ADJUSTED  
 DE9791  ___________________________________________________________________
 DE9791  X           -   1,282,984.040 (meters)                     COMP
 DE9791  Y           -  -4,706,801.376 (meters)                     COMP
 DE9791  Z           -   4,094,796.031 (meters)                     COMP
 DE9791  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 DE9791  ELLIP HEIGHT-         -19.28  (meters)          (04/17/03) GPS OBS
 DE9791  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 DE9791  DYNAMIC HT  -          13.738 (meters)      45.07  (feet)  COMP
 DE9791  MODELED GRAV-     980,182.8   (mgal)                       NAVD 88
 DE9791
 DE9791  HORZ ORDER  -  FIRST
 DE9791  VERT ORDER  -  FIRST     CLASS II
 DE9791  ELLP ORDER  -  THIRD     CLASS I
 DE9791
 DE9791.The horizontal coordinates were established by GPS observations
 DE9791.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DE9791
 DE9791.The orthometric height was determined by differential leveling
 DE9791.and adjusted by the National Geodetic Survey in March 2005..
 DE9791.No vertical observational check was made to the station.
 DE9791
 DE9791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9791
 DE9791.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9791
 DE9791.The ellipsoidal height was determined by GPS observations
 DE9791.and is referenced to NAD 83.
 DE9791
 DE9791.The geoid height was determined by GEOID03.
 DE9791
 DE9791.The dynamic height is computed by dividing the NAVD 88
 DE9791.geopotential number by the normal gravity value computed on the
 DE9791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9791.degrees latitude (g = 980.6199 gals.).
 DE9791
 DE9791.The modeled gravity was interpolated from observed gravity values.
 DE9791
 DE9791;                    North         East     Units Scale Factor Converg.
 DE9791;SPC NJ       -   151,535.510   128,486.541   MT  0.99990570   -0 09 47.1
 DE9791;SPC NJ       -   497,162.75    421,542.93   sFT  0.99990570   -0 09 47.1
 DE9791;UTM  18      - 4,449,770.424   521,049.299   MT  0.99960545   +0 09 34.6
 DE9791
 DE9791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9791!SPC NJ       -   1.00000302  x   0.99990570  =   0.99990872
 DE9791!UTM  18      -   1.00000302  x   0.99960545  =   0.99960847
 DE9791
 DE9791|---------------------------------------------------------------------|
 DE9791| PID    Reference Object                     Distance      Geod. Az  |
 DE9791|                                                           dddmmss.s |
 DE9791| DE9792 11 D 4                              388.816 METERS 17100     |
 DE9791|---------------------------------------------------------------------|
 DE9791
 DE9791                          SUPERSEDED SURVEY CONTROL
 DE9791
 DE9791.No superseded survey control is available for this station.
 DE9791
 DE9791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2104949770(NAD 83)
 DE9791_MARKER: DD = SURVEY DISK
 DE9791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9791_STAMPING: 11 V 3 2001
 DE9791_MARK LOGO: NJGS  
 DE9791_PROJECTION: FLUSH
 DE9791_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9791+STABILITY: SURFACE MOTION
 DE9791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9791+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DE9791
 DE9791  HISTORY     - Date     Condition        Report By
 DE9791  HISTORY     - 2001     MONUMENTED       NJGS
 DE9791  HISTORY     - 20020202 GOOD             NJGS
 DE9791
 DE9791                          STATION DESCRIPTION
 DE9791
 DE9791'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DE9791'THE STATION IS LOCATED IN HAMILTON TOWNSHIP ON THE SOUTHEAST CORNER OF
 DE9791'THE
 DE9791'INTERSECTION OF STATE ROUTE 129 AND LALOR STREET.
 DE9791' 
 DE9791' THE STATION IS 0.9 M EAST FROM THE EAST CURB OF STATE ROUTE 129, 1.1
 DE9791'M WEST FROM A 5 FT
 DE9791'HIGH CHAIN LINK FENCE, 3.9 M WEST FROM THE WESTERLY RAIL OF A SINGLE
 DE9791'TRACK RAILROAD, 18.1
 DE9791'M SOUTH SOUTHEAST FROM A TRAFFIC SIGN NUMBER B 03122, AND 12.1 M NORTH
 DE9791'FROM WOOD
 DE9791'UTILITY POLE NUMBER B 02223 WITH JUNCTION BOX ATTACHED.
 DE9791'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6346 ***********************************************************************
 KV6346  DESIGNATION -  11 W 1
 KV6346  PID         -  KV6346
 KV6346  STATE/COUNTY-  NJ/MERCER
 KV6346  USGS QUAD   -  TRENTON EAST (1981)
 KV6346
 KV6346                         *CURRENT SURVEY CONTROL
 KV6346  ___________________________________________________________________
 KV6346* NAD 83(1986)-  40 11 09.     (N)    074 42 00.     (W)     SCALED    
 KV6346* NAVD 88     -        13.880  (meters)      45.54   (feet)  ADJUSTED  
 KV6346  ___________________________________________________________________
 KV6346  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV6346  DYNAMIC HT  -          13.874 (meters)      45.52  (feet)  COMP
 KV6346  MODELED GRAV-     980,191.3   (mgal)                       NAVD 88
 KV6346
 KV6346  VERT ORDER  -  FIRST     CLASS II
 KV6346
 KV6346.The horizontal coordinates were scaled from a topographic map and have
 KV6346.an estimated accuracy of +/- 6 seconds.
 KV6346
 KV6346.The orthometric height was determined by differential leveling
 KV6346.and adjusted by the National Geodetic Survey in March 2005..
 KV6346
 KV6346.The geoid height was determined by GEOID03.
 KV6346
 KV6346.The dynamic height is computed by dividing the NAVD 88
 KV6346.geopotential number by the normal gravity value computed on the
 KV6346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6346.degrees latitude (g = 980.6199 gals.).
 KV6346
 KV6346.The modeled gravity was interpolated from observed gravity values.
 KV6346
 KV6346;                    North         East    Units  Estimated Accuracy
 KV6346;SPC NJ       -   150,170.      132,970.      MT  (+/- 180 meters Scaled)
 KV6346
 KV6346                          SUPERSEDED SURVEY CONTROL
 KV6346
 KV6346  NAVD 88 (06/15/91)   13.890  (m)           45.57   (f) UNKNOWN     1 2
 KV6346  NGVD 29 (01/10/92)   14.217  (m)           46.64   (f) ADJUSTED    1 2
 KV6346
 KV6346.Superseded values are not recommended for survey control.
 KV6346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6346.See file dsdata.txt to determine how the superseded data were derived.
 KV6346
 KV6346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK255484(NAD 83)
 KV6346_MARKER: DD = SURVEY DISK
 KV6346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6346_SP_SET: CONCRETE POST
 KV6346_STAMPING: 11 W 1 1989
 KV6346_MARK LOGO: NJGS  
 KV6346_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6346+STABILITY: SURFACE MOTION
 KV6346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6346+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 KV6346
 KV6346  HISTORY     - Date     Condition        Report By
 KV6346  HISTORY     - 1989     MONUMENTED       NJDT
 KV6346  HISTORY     - 19890710 GOOD             NJGS
 KV6346  HISTORY     - 20020710 GOOD             NJGS
 KV6346
 KV6346                          STATION DESCRIPTION
 KV6346
 KV6346'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6346'THE STATION IS IN HAMILTON TOWNSHIP,GO 0.48 KM (0.30 MI) EAST ON I195
 KV6346'FROM THE U.S. ROUTE 206 BRIDGE TO THE MARK ON THE LEFT, 4.55 M
 KV6346'(14.93 FT) SOUTHWEST FROM THE EDGE OF PAVEMENT OF THE WESTBOUND
 KV6346'LANES, SET IN THE GRASS MEDIAN, 6.8 M (22.3 FT) NORTHEAST FROM THE
 KV6346'EDGE OF PAVEMENT OF THE EASTBOUND LANES, 5.8 M (19.0 FT) NORTHWEST OF
 KV6346'AN E TYPE INLET IN THE MEDIAN, 19.05 M (62.50 FT) SOUTH FROM THE WEST
 KV6346'END OF A GUARDRAIL ON THE WEST BOUND SHOULDER, 46.8 M (153.5 FT) EAST
 KV6346'OF THE RANGE OF A SPEED LIMIT SIGN IN THE MEDIAN, SET 0.05 M (0.16
 KV6346'FT) ABOVE GROUND.
 KV6346
 KV6346                          STATION RECOVERY (2002)
 KV6346
 KV6346'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002
 KV6346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6791 ***********************************************************************
 KV6791  DESIGNATION -  11 W 2
 KV6791  PID         -  KV6791
 KV6791  STATE/COUNTY-  NJ/MERCER
 KV6791  USGS QUAD   -  PRINCETON (1981)
 KV6791
 KV6791                         *CURRENT SURVEY CONTROL
 KV6791  ___________________________________________________________________
 KV6791* NAD 83(1996)-  40 16 27.23226(N)    074 42 01.20253(W)     ADJUSTED  
 KV6791* NAVD 88     -        15.7    (meters)      52.     (feet)  VERTCON   
 KV6791  ___________________________________________________________________
 KV6791  X           -   1,285,843.308 (meters)                     COMP
 KV6791  Y           -  -4,700,359.177 (meters)                     COMP
 KV6791  Z           -   4,101,253.305 (meters)                     COMP
 KV6791  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 KV6791  ELLIP HEIGHT-         -17.48  (meters)          (10/23/02) GPS OBS
 KV6791  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KV6791
 KV6791  HORZ ORDER  -  FIRST
 KV6791  ELLP ORDER  -  FOURTH    CLASS I
 KV6791
 KV6791.The horizontal coordinates were established by GPS observations
 KV6791.and adjusted by the National Geodetic Survey in May 1999..
 KV6791
 KV6791.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6791
 KV6791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6791
 KV6791.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6791
 KV6791.The ellipsoidal height was determined by GPS observations
 KV6791.and is referenced to NAD 83.
 KV6791
 KV6791.The geoid height was determined by GEOID03.
 KV6791
 KV6791;                    North         East     Units Scale Factor Converg.
 KV6791;SPC NJ       -   159,980.499   132,963.033   MT  0.99990357   -0 07 46.2
 KV6791;SPC NJ       -   524,869.35    436,229.55   sFT  0.99990357   -0 07 46.2
 KV6791;SPC PA S     -   108,950.205   859,317.147   MT  0.99996422   +1 58 43.0
 KV6791;SPC PA S     -   357,447.46  2,819,276.34   sFT  0.99996422   +1 58 43.0
 KV6791;UTM  18      - 4,458,237.989   525,476.797   MT  0.99960799   +0 11 37.4
 KV6791
 KV6791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6791!SPC NJ       -   1.00000274  x   0.99990357  =   0.99990631
 KV6791!SPC PA S     -   1.00000274  x   0.99996422  =   0.99996696
 KV6791!UTM  18      -   1.00000274  x   0.99960799  =   0.99961073
 KV6791
 KV6791                          SUPERSEDED SURVEY CONTROL
 KV6791
 KV6791  ELLIP H (05/14/99)  -17.47   (m)                       GP(       ) 4 1
 KV6791  NAD 83(1986)-  40 16 27.23189(N)    074 42 01.20472(W) AD(       ) 1
 KV6791  NGVD 29 (09/20/93)   16.0    (m)           52.     (f) GPS OBS        
 KV6791
 KV6791.Superseded values are not recommended for survey control.
 KV6791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6791.See file dsdata.txt to determine how the superseded data were derived.
 KV6791
 KV6791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2547758238(NAD 83)
 KV6791_MARKER: DD = SURVEY DISK
 KV6791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6791_SP_SET: CONCRETE POST
 KV6791_STAMPING: 11 W 2 1991
 KV6791_MARK LOGO: NJGS  
 KV6791_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6791+STABILITY: SURFACE MOTION
 KV6791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6791+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2001
 KV6791
 KV6791  HISTORY     - Date     Condition        Report By
 KV6791  HISTORY     - 1991     MONUMENTED       NJGS
 KV6791  HISTORY     - 20010508 GOOD             NJGS
 KV6791
 KV6791                          STATION DESCRIPTION
 KV6791
 KV6791'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6791'THE STATION IS LOCATED IN LAWRENCE TOWNSHIP ON THE SOUTHEAST SIDE OF
 KV6791'BAKERS BASIN ROAD, COUNTY ROAD 546.  TO REACH THE STATION FROM THE
 KV6791'INTERSECTION OF U.S. HIGHWAY 1 AND COUNTY ROAD 546, GO 0.35 MI
 KV6791'(0.56 KM) EAST ON COUNTY ROAD 546 TO THE STATION ON THE RIGHT, SET IN
 KV6791'THE FRONT LAWN OF THE PARKLANE FURNITURE COMPANY WAREHOUSE.  THE
 KV6791'STATION IS 29.7 M (97.4 FT) SOUTHEAST FROM POLE NUMBER 61694 LA, 32.1
 KV6791'M (105.3 FT) SOUTHWEST FROM POLE NUMBER 61692 LA, 9.4 M (30.8 FT)
 KV6791'SOUTH FROM THE CENTERLINE OF COUNTY ROAD 546, 94.8 M (311.0 FT)
 KV6791'NORTHEAST FROM THE NORTHWEST CORNER OF THE PARKLANE FURNITURE COMPANY
 KV6791'WAREHOUSE BUILDING, 75.8 M (248.7 FT) WEST FROM THE CENTERLINE OF THE
 KV6791'DRIVEWAY LEADING TO THE PARKLANE FURNITURE WAREHOUSE AND 6.3 M
 KV6791'(20.7 FT) SOUTH SOUTHEAST FROM A RIGHT TURN AHEAD ARROW WITH SPEED
 KV6791'LIMIT 35 SIGN.  THE STATION IS SET FLUSH WITH THE GROUND.
 KV6791
 KV6791                          STATION RECOVERY (2001)
 KV6791
 KV6791'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV6791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9790 ***********************************************************************
 DE9790  DESIGNATION -  11 W 3
 DE9790  PID         -  DE9790
 DE9790  STATE/COUNTY-  NJ/MERCER
 DE9790  USGS QUAD   -  TRENTON WEST (1995)
 DE9790
 DE9790                         *CURRENT SURVEY CONTROL
 DE9790  ___________________________________________________________________
 DE9790* NAD 83(1986)-  40 11 53.     (N)    074 45 12.     (W)     SCALED    
 DE9790* NAVD 88     -        13.671  (meters)      44.85   (feet)  ADJUSTED  
 DE9790  ___________________________________________________________________
 DE9790  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 DE9790  DYNAMIC HT  -          13.665 (meters)      44.83  (feet)  COMP
 DE9790  MODELED GRAV-     980,182.7   (mgal)                       NAVD 88
 DE9790
 DE9790  VERT ORDER  -  FIRST     CLASS II
 DE9790
 DE9790.The horizontal coordinates were scaled from a topographic map and have
 DE9790.an estimated accuracy of +/- 6 seconds.
 DE9790
 DE9790.The orthometric height was determined by differential leveling
 DE9790.and adjusted by the National Geodetic Survey in March 2005..
 DE9790
 DE9790.The geoid height was determined by GEOID03.
 DE9790
 DE9790.The dynamic height is computed by dividing the NAVD 88
 DE9790.geopotential number by the normal gravity value computed on the
 DE9790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9790.degrees latitude (g = 980.6199 gals.).
 DE9790
 DE9790.The modeled gravity was interpolated from observed gravity values.
 DE9790
 DE9790;                    North         East    Units  Estimated Accuracy
 DE9790;SPC NJ       -   151,530.      128,430.      MT  (+/- 180 meters Scaled)
 DE9790
 DE9790                          SUPERSEDED SURVEY CONTROL
 DE9790
 DE9790.No superseded survey control is available for this station.
 DE9790
 DE9790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK209497(NAD 83)
 DE9790_MARKER: DD = SURVEY DISK
 DE9790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9790_STAMPING: 11 W 3 2001
 DE9790_MARK LOGO: NJGS  
 DE9790_PROJECTION: FLUSH
 DE9790_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9790+STABILITY: SURFACE MOTION
 DE9790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9790+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DE9790
 DE9790  HISTORY     - Date     Condition        Report By
 DE9790  HISTORY     - 2001     MONUMENTED       NJGS
 DE9790  HISTORY     - 20020202 GOOD             NJGS
 DE9790
 DE9790                          STATION DESCRIPTION
 DE9790
 DE9790'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DE9790'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, NEAR THE SOUTHWEST CORNER
 DE9790'OF THE
 DE9790'INTERSECTION OF STATE ROUTE 129 AND LALOR STREET.
 DE9790' 
 DE9790'THE STATION IS 0.9 M WEST FROM THE WEST CURB OF STATE ROUTE 129, 12.2
 DE9790'M SOUTH SOUTHEAST
 DE9790'FROM AN ELECTRICAL JUNCTION BOX, 3.2 M NORTH FROM A TRAFFIC SIGN THAT
 DE9790'STATES NO
 DE9790'PEDESTRIANS, BICYCLES, OR HORSES ON FREEWAY, AND 17.6 M SOUTH
 DE9790'SOUTHEAST FROM THE EAST
 DE9790'CORNER OF AN ALUMINUM TRAFFIC CONTROL BOX.  THE STATION IS SET FLUSH
 DE9790'WITH THE GROUND.
 DE9790'
 DE9790'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6347 ***********************************************************************
 KV6347  DESIGNATION -  11 X 1
 KV6347  PID         -  KV6347
 KV6347  STATE/COUNTY-  NJ/MERCER
 KV6347  USGS QUAD   -  TRENTON EAST (1981)
 KV6347
 KV6347                         *CURRENT SURVEY CONTROL
 KV6347  ___________________________________________________________________
 KV6347* NAD 83(1996)-  40 11 06.97323(N)    074 42 26.28784(W)     ADJUSTED  
 KV6347* NAVD 88     -        11.961  (meters)      39.24   (feet)  ADJUSTED  
 KV6347  ___________________________________________________________________
 KV6347  X           -   1,286,953.636 (meters)                     COMP
 KV6347  Y           -  -4,706,666.890 (meters)                     COMP
 KV6347  Z           -   4,093,709.538 (meters)                     COMP
 KV6347  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 KV6347  ELLIP HEIGHT-         -20.93  (meters)          (04/17/03) GPS OBS
 KV6347  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV6347  DYNAMIC HT  -          11.956 (meters)      39.23  (feet)  COMP
 KV6347  MODELED GRAV-     980,190.4   (mgal)                       NAVD 88
 KV6347
 KV6347  HORZ ORDER  -  FIRST
 KV6347  VERT ORDER  -  FIRST     CLASS II
 KV6347  ELLP ORDER  -  THIRD     CLASS I
 KV6347
 KV6347.The horizontal coordinates were established by GPS observations
 KV6347.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 KV6347
 KV6347.The orthometric height was determined by differential leveling
 KV6347.and adjusted by the National Geodetic Survey in March 2005..
 KV6347
 KV6347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6347
 KV6347.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6347
 KV6347.The ellipsoidal height was determined by GPS observations
 KV6347.and is referenced to NAD 83.
 KV6347
 KV6347.The geoid height was determined by GEOID03.
 KV6347
 KV6347.The dynamic height is computed by dividing the NAVD 88
 KV6347.geopotential number by the normal gravity value computed on the
 KV6347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6347.degrees latitude (g = 980.6199 gals.).
 KV6347
 KV6347.The modeled gravity was interpolated from observed gravity values.
 KV6347
 KV6347;                    North         East     Units Scale Factor Converg.
 KV6347;SPC NJ       -   150,104.711   132,347.362   MT  0.99990383   -0 08 01.6
 KV6347;SPC NJ       -   492,468.54    434,209.64   sFT  0.99990383   -0 08 01.6
 KV6347;UTM  18      - 4,448,361.812   524,916.962   MT  0.99960764   +0 11 19.9
 KV6347
 KV6347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6347!SPC NJ       -   1.00000328  x   0.99990383  =   0.99990711
 KV6347!UTM  18      -   1.00000328  x   0.99960764  =   0.99961092
 KV6347
 KV6347|---------------------------------------------------------------------|
 KV6347| PID    Reference Object                     Distance      Geod. Az  |
 KV6347|                                                           dddmmss.s |
 KV6347| DE9801 11 S 3                              304.839 METERS 26018     |
 KV6347|---------------------------------------------------------------------|
 KV6347
 KV6347                          SUPERSEDED SURVEY CONTROL
 KV6347
 KV6347  NAVD 88 (06/15/91)   11.959  (m)           39.24   (f) UNKNOWN     1 2
 KV6347  NGVD 29 (01/10/92)   12.286  (m)           40.31   (f) ADJUSTED    1 2
 KV6347
 KV6347.Superseded values are not recommended for survey control.
 KV6347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6347.See file dsdata.txt to determine how the superseded data were derived.
 KV6347
 KV6347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2491748362(NAD 83)
 KV6347_MARKER: DD = SURVEY DISK
 KV6347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6347_SP_SET: CONCRETE POST
 KV6347_STAMPING: TBM 1 11 X 1 1989
 KV6347_MARK LOGO: NJGS  
 KV6347_PROJECTION: FLUSH
 KV6347_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6347+STABILITY: SURFACE MOTION
 KV6347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6347+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6347
 KV6347  HISTORY     - Date     Condition        Report By
 KV6347  HISTORY     - 1989     MONUMENTED       NJDT
 KV6347  HISTORY     - 19890710 GOOD             NJGS
 KV6347  HISTORY     - 20020202 GOOD             NJGS
 KV6347  HISTORY     - 20020202 GOOD             NJGS
 KV6347
 KV6347                          STATION DESCRIPTION
 KV6347
 KV6347'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6347'THE STATION IS IN HAMILTON TOWNSHIP, SET IN THE GRASS MEDIAN OF
 KV6347'INTERSTATE ROUTE I195, 0.4 KM (0.2 MI) WEST ON I195 FROM THE U.S.
 KV6347'ROUTE 206 BRIDGE TO THE MARK ON THE LEFT, THE MARK IS AT THE FOOT OF
 KV6347'THE NORTHBOUND I295 RAMP LEADING FROM THE SOUTHBOUND ROUTE 206 LANES,
 KV6347'1.0 M (3.3 FT) SOUTH OF THE SOUTH EDGE OF THE WESTBOUND LANES, 6.9 M
 KV6347'(22.6 FT) NORTH OF THE NORTH EDGE OF THE EASTBOUND LANES, 30.6 M
 KV6347'(100.4 FT) NORTHEAST OF AN E TYPE INLET IN THE MEDIAM, 25.4 M (83.3
 KV6347'FT) EAST OF THE RANGE OF THR NOSE OF THE RAMP, SET FLUSH WITH THE
 KV6347'GROUND.
 KV6347
 KV6347                          STATION RECOVERY (2002)
 KV6347
 KV6347'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6347'RECOVERED IN GOOD CONDITION.
 KV6347
 KV6347                          STATION RECOVERY (2002)
 KV6347
 KV6347'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6347'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 KV6347'LOCATED 136.8 M
 KV6347'EAST ALONG THE MEDIAN FROM MILE POST 0.7 ON THE WEST BOUND LANES AND
 KV6347'0.5 M NORTH FROM
 KV6347'A METAL WITNESS POST.
 KV6347' 
 KV6347'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6792 ***********************************************************************
 KV6792  DESIGNATION -  11 X 2
 KV6792  PID         -  KV6792
 KV6792  STATE/COUNTY-  NJ/MERCER
 KV6792  USGS QUAD   -  PRINCETON (1981)
 KV6792
 KV6792                         *CURRENT SURVEY CONTROL
 KV6792  ___________________________________________________________________
 KV6792* NAD 83(1996)-  40 17 25.33239(N)    074 40 39.20599(W)     ADJUSTED  
 KV6792* NAVD 88     -        27.3    (meters)      90.     (feet)  VERTCON   
 KV6792  ___________________________________________________________________
 KV6792  X           -   1,287,407.904 (meters)                     COMP
 KV6792  Y           -  -4,698,738.706 (meters)                     COMP
 KV6792  Z           -   4,102,627.920 (meters)                     COMP
 KV6792  LAPLACE CORR-           5.80  (seconds)                    DEFLEC99
 KV6792  ELLIP HEIGHT-          -5.87  (meters)          (10/23/02) GPS OBS
 KV6792  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KV6792
 KV6792  HORZ ORDER  -  FIRST
 KV6792  ELLP ORDER  -  FOURTH    CLASS I
 KV6792
 KV6792.The horizontal coordinates were established by GPS observations
 KV6792.and adjusted by the National Geodetic Survey in May 1999..
 KV6792
 KV6792.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6792
 KV6792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6792
 KV6792.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6792
 KV6792.The ellipsoidal height was determined by GPS observations
 KV6792.and is referenced to NAD 83.
 KV6792
 KV6792.The geoid height was determined by GEOID03.
 KV6792
 KV6792;                    North         East     Units Scale Factor Converg.
 KV6792;SPC NJ       -   161,768.259   134,903.629   MT  0.99990280   -0 06 53.4
 KV6792;SPC NJ       -   530,734.70    442,596.32   sFT  0.99990280   -0 06 53.4
 KV6792;UTM  18      - 4,460,036.140   527,406.706   MT  0.99960925   +0 12 30.6
 KV6792
 KV6792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6792!SPC NJ       -   1.00000092  x   0.99990280  =   0.99990372
 KV6792!UTM  18      -   1.00000092  x   0.99960925  =   0.99961017
 KV6792
 KV6792                          SUPERSEDED SURVEY CONTROL
 KV6792
 KV6792  ELLIP H (05/14/99)   -5.86   (m)                       GP(       ) 4 1
 KV6792  NAD 83(1986)-  40 17 25.33201(N)    074 40 39.20817(W) AD(       ) 1
 KV6792  NGVD 29 (09/20/93)   27.6    (m)           91.     (f) GPS OBS        
 KV6792
 KV6792.Superseded values are not recommended for survey control.
 KV6792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6792.See file dsdata.txt to determine how the superseded data were derived.
 KV6792
 KV6792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2740760036(NAD 83)
 KV6792_MARKER: DD = SURVEY DISK
 KV6792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6792_SP_SET: CONCRETE POST
 KV6792_STAMPING: 11 X 2 1991
 KV6792_MARK LOGO: NJGS  
 KV6792_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6792+STABILITY: SURFACE MOTION
 KV6792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6792+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2001
 KV6792
 KV6792  HISTORY     - Date     Condition        Report By
 KV6792  HISTORY     - 1991     MONUMENTED       NJGS
 KV6792  HISTORY     - 20010508 GOOD             NJGS
 KV6792
 KV6792                          STATION DESCRIPTION
 KV6792
 KV6792'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6792'THE STATION IS LOCATED IN LAWRENCE TOWNSHIP IN A GRASS ISLAND IN THE
 KV6792'PARKING LOT FOR THE QUAKERBRIDGE MALL.  TO REACH THE STATION FROM THE
 KV6792'INTERSECTION OF U.S. HIGHWAY 1 AND INTERSTATE HIGHWAY 295, GO 1.2 MI
 KV6792'(1.9 KM) NORTH ON U.S. HIGHWAY 1 TO THE RAMP LEADING TO COUNTY ROAD
 KV6792'533, QUAKERBRIDGE ROAD.  TURN RIGHT AND GO 0.2 MI (0.3 KM) ON QUAKER
 KV6792'BRIDGE ROAD TO THE FIRST ENTRANCE DRIVE TO THE MALL.  TURN RIGHT AND
 KV6792'GO 0.05 MI (0.08 KM) TO THE TEE INTERSECTION WITH THE MALL SERVICE
 KV6792'ROAD.  TURN LEFT AND GO 0.2 MI (0.3 KM) ON THE SERVICE ROAD TO THE
 KV6792'STATION ON THE LEFT, SET IN A GRASS ISLAND OF THE SOUTHEAST PARKING
 KV6792'AREA.  THE STATION IS 13.0 M (42.7 FT) EAST FROM THE CENTERLINE OF
 KV6792'THE SERVICE ROAD, 47.9 M (157.2 FT) WEST FROM THE WEST CURBLINE OF
 KV6792'QUAKER BRIDGE ROAD, 28.9 M (94.8 FT) NORTHWEST FROM THE SOUTHEAST
 KV6792'CORNER OF THE PARKING LOT, 16.1 M (52.8 FT) WEST FROM THE EAST CURB
 KV6792'OF THE PARKING LOT AND 6.5 M (21.3 FT) SOUTH FROM THE CENTERLINE OF
 KV6792'AN ENTRANCE TO THE PARKING LOT.  THE STATION IS SET FLUSH WITH THE
 KV6792'GROUND.
 KV6792
 KV6792                          STATION RECOVERY (2001)
 KV6792
 KV6792'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV6792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9823 ***********************************************************************
 DE9823  DESIGNATION -  11 X 3
 DE9823  PID         -  DE9823
 DE9823  STATE/COUNTY-  NJ/MERCER
 DE9823  USGS QUAD   -  TRENTON WEST (1995)
 DE9823
 DE9823                         *CURRENT SURVEY CONTROL
 DE9823  ___________________________________________________________________
 DE9823* NAD 83(1986)-  40 11 40.     (N)    074 45 03.     (W)     SCALED    
 DE9823* NAVD 88     -        12.822  (meters)      42.07   (feet)  ADJUSTED  
 DE9823  ___________________________________________________________________
 DE9823  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 DE9823  DYNAMIC HT  -          12.816 (meters)      42.05  (feet)  COMP
 DE9823  MODELED GRAV-     980,183.7   (mgal)                       NAVD 88
 DE9823
 DE9823  VERT ORDER  -  FIRST     CLASS II
 DE9823
 DE9823.The horizontal coordinates were scaled from a topographic map and have
 DE9823.an estimated accuracy of +/- 6 seconds.
 DE9823
 DE9823.The orthometric height was determined by differential leveling
 DE9823.and adjusted by the National Geodetic Survey in March 2005..
 DE9823
 DE9823.The geoid height was determined by GEOID03.
 DE9823
 DE9823.The dynamic height is computed by dividing the NAVD 88
 DE9823.geopotential number by the normal gravity value computed on the
 DE9823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9823.degrees latitude (g = 980.6199 gals.).
 DE9823
 DE9823.The modeled gravity was interpolated from observed gravity values.
 DE9823
 DE9823;                    North         East    Units  Estimated Accuracy
 DE9823;SPC NJ       -   151,130.      128,640.      MT  (+/- 180 meters Scaled)
 DE9823
 DE9823                          SUPERSEDED SURVEY CONTROL
 DE9823
 DE9823.No superseded survey control is available for this station.
 DE9823
 DE9823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK212493(NAD 83)
 DE9823_MARKER: DD = SURVEY DISK
 DE9823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9823_STAMPING: 11 X 3 2001
 DE9823_MARK LOGO: NJGS  
 DE9823_PROJECTION: FLUSH
 DE9823_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9823+STABILITY: SURFACE MOTION
 DE9823_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9823+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DE9823
 DE9823  HISTORY     - Date     Condition        Report By
 DE9823  HISTORY     - 2001     MONUMENTED       NJGS
 DE9823  HISTORY     - 20020202 GOOD             NJGS
 DE9823
 DE9823                          STATION DESCRIPTION
 DE9823
 DE9823'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DE9823'THE STATION IS LOCATED IN HAMILTON TOWNSHIP ON THE WEST SIDE OF STATE
 DE9823'ROUTE 129 RAMP G
 DE9823'AT THE JUNCTION WITH STATE ROUTE 129 RAMP F.  TO REACH THE STATION
 DE9823'FROM THE TEE
 DE9823'INTERSECTION OF LAMBERTON ROAD AND STATE ROUTE 129 LAMBERTON
 DE9823'CONNECTOR, GO 0
 DE9823'.8 MI NORTH ON LAMBERTON CONNECTOR AND RAMP G TO THE STATION ON THE
 DE9823'LEFT, SET FLUSH
 DE9823'WITH THE GROUND.
 DE9823' 
 DE9823'THE STATION IS 0.8 M WEST FROM THE WEST CURB OF RAMP G, 2.7 M EAST
 DE9823'FROM THE EAST CURB OF
 DE9823'RAMP F, 8.7 M SOUTH SOUTHEAST FROM AN ELECTRICAL JUNCTION BOX, 21.3 M
 DE9823'NORTH FROM AN
 DE9823'ALUMINUM OVERHEAD LIGHT POLE NUMBER B 05138, AND 8.6 M WEST NORTHWEST
 DE9823'FROM AN
 DE9823'ALUMINUM OVERHEAD LIGHT POLE NUMBER B 01137.
 DE9823'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6348 ***********************************************************************
 KV6348  DESIGNATION -  11 Y 1
 KV6348  PID         -  KV6348
 KV6348  STATE/COUNTY-  NJ/MERCER
 KV6348  USGS QUAD   -  TRENTON EAST (1981)
 KV6348
 KV6348                         *CURRENT SURVEY CONTROL
 KV6348  ___________________________________________________________________
 KV6348* NAD 83(1986)-  40 11 07.     (N)    074 42 41.     (W)     SCALED    
 KV6348* NAVD 88     -        12.779  (meters)      41.93   (feet)  ADJUSTED  
 KV6348  ___________________________________________________________________
 KV6348  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV6348  DYNAMIC HT  -          12.774 (meters)      41.91  (feet)  COMP
 KV6348  MODELED GRAV-     980,190.1   (mgal)                       NAVD 88
 KV6348
 KV6348  VERT ORDER  -  FIRST     CLASS II
 KV6348
 KV6348.The horizontal coordinates were scaled from a topographic map and have
 KV6348.an estimated accuracy of +/- 6 seconds.
 KV6348
 KV6348.The orthometric height was determined by differential leveling
 KV6348.and adjusted by the National Geodetic Survey in June 1991..
 KV6348
 KV6348.The geoid height was determined by GEOID03.
 KV6348
 KV6348.The dynamic height is computed by dividing the NAVD 88
 KV6348.geopotential number by the normal gravity value computed on the
 KV6348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6348.degrees latitude (g = 980.6199 gals.).
 KV6348
 KV6348.The modeled gravity was interpolated from observed gravity values.
 KV6348
 KV6348;                    North         East    Units  Estimated Accuracy
 KV6348;SPC NJ       -   150,110.      132,000.      MT  (+/- 180 meters Scaled)
 KV6348
 KV6348                          SUPERSEDED SURVEY CONTROL
 KV6348
 KV6348  NGVD 29 (01/10/92)   13.106  (m)           43.00   (f) ADJUSTED    1 2
 KV6348
 KV6348.Superseded values are not recommended for survey control.
 KV6348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6348.See file dsdata.txt to determine how the superseded data were derived.
 KV6348
 KV6348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK245483(NAD 83)
 KV6348_MARKER: DD = SURVEY DISK
 KV6348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6348_SP_SET: CONCRETE POST
 KV6348_STAMPING: TBM 2 11 Y 1 1989
 KV6348_MARK LOGO: NJGS  
 KV6348_PROJECTION: RECESSED 10 CENTIMETERS
 KV6348_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6348+STABILITY: SURFACE MOTION
 KV6348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6348+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6348
 KV6348  HISTORY     - Date     Condition        Report By
 KV6348  HISTORY     - 1989     MONUMENTED       NJDT
 KV6348  HISTORY     - 19890710 GOOD             NJGS
 KV6348  HISTORY     - 20020202 GOOD             NJGS
 KV6348
 KV6348                          STATION DESCRIPTION
 KV6348
 KV6348'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6348'THE STATION IS IN HAMILTON TOWNSHIP, SET IN THE GRASS MEDIAN OF
 KV6348'INTERSTATE ROUTE I195, 0.55 KM (0.34 MI) WEST ON I195 FROM THE U.S.
 KV6348'ROUTE 206 BRIDGE TO THE MARK ON THE LEFT, 0.85 M (2.79 FT) SOUTH OF
 KV6348'THE SOUTH EDGE OF PAVING OF WESTBOUND I195, 6.95 M (22.80 FT) NORTH
 KV6348'OF THE NORTH EDGE OF PAVING OF EASTBOUND I195, 8.3 M (27.2 FT)
 KV6348'NORTHWEST OF AN E TYPE INLET IN THE MEDIAN, 84.4 M (276.9 FT) EAST
 KV6348'NORTHEAST OF THE EASTERLY SIGN BRIDGE POST FOR EXIT 1A,IN THE MEDIAN
 KV6348'FOR THE EASTBOUND LANES, SET 0.1 M (0.3 FT) BELOW THE GROUND.
 KV6348
 KV6348                          STATION RECOVERY (2002)
 KV6348
 KV6348'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6348'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 KV6348'17 M WEST ALONG
 KV6348'THE MEDIAN FROM MILE POST 0.7 ON THE EASTBOUND LANES, AND 0.25 M WEST
 KV6348'FROM A METAL
 KV6348'WITNESS POST.
 KV6348'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6793 ***********************************************************************
 KV6793  DESIGNATION -  11 Y 2
 KV6793  PID         -  KV6793
 KV6793  STATE/COUNTY-  NJ/MERCER
 KV6793  USGS QUAD   -  PENNINGTON (1995)
 KV6793
 KV6793                         *CURRENT SURVEY CONTROL
 KV6793  ___________________________________________________________________
 KV6793* NAD 83(1996)-  40 16 12.71557(N)    074 45 58.51533(W)     ADJUSTED  
 KV6793* NAVD 88     -        35.4    (meters)     116.     (feet)  GPS OBS   
 KV6793  ___________________________________________________________________
 KV6793  X           -   1,280,514.548 (meters)                     COMP
 KV6793  Y           -  -4,702,129.115 (meters)                     COMP
 KV6793  Z           -   4,100,924.305 (meters)                     COMP
 KV6793  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 KV6793  ELLIP HEIGHT-           2.06  (meters)          (10/23/02) GPS OBS
 KV6793  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KV6793
 KV6793  HORZ ORDER  -  FIRST
 KV6793  ELLP ORDER  -  FOURTH    CLASS I
 KV6793
 KV6793.The horizontal coordinates were established by GPS observations
 KV6793.and adjusted by the National Geodetic Survey in May 1999..
 KV6793
 KV6793.The orthometric height was determined by GPS observations and a
 KV6793.high-resolution geoid model.
 KV6793
 KV6793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6793
 KV6793.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6793
 KV6793.The ellipsoidal height was determined by GPS observations
 KV6793.and is referenced to NAD 83.
 KV6793
 KV6793.The geoid height was determined by GEOID03.
 KV6793
 KV6793;                    North         East     Units Scale Factor Converg.
 KV6793;SPC NJ       -   159,547.541   127,355.642   MT  0.99990631   -0 10 19.6
 KV6793;SPC NJ       -   523,448.89    417,832.64   sFT  0.99990631   -0 10 19.6
 KV6793;SPC PA S     -   108,311.241   853,729.144   MT  0.99996444   +1 56 09.0
 KV6793;SPC PA S     -   355,351.13  2,800,943.03   sFT  0.99996444   +1 56 09.0
 KV6793;UTM  18      - 4,457,773.545   519,873.611   MT  0.99960486   +0 09 03.9
 KV6793
 KV6793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6793!SPC NJ       -   0.99999968  x   0.99990631  =   0.99990599
 KV6793!SPC PA S     -   0.99999968  x   0.99996444  =   0.99996412
 KV6793!UTM  18      -   0.99999968  x   0.99960486  =   0.99960454
 KV6793
 KV6793                          SUPERSEDED SURVEY CONTROL
 KV6793
 KV6793  ELLIP H (05/14/99)    2.08   (m)                       GP(       ) 4 1
 KV6793  NAD 83(1986)-  40 16 12.71451(N)    074 45 58.51753(W) AD(       ) 1
 KV6793  NGVD 29 (09/20/93)   35.7    (m)          117.     (f) GPS OBS        
 KV6793
 KV6793.Superseded values are not recommended for survey control.
 KV6793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6793.See file dsdata.txt to determine how the superseded data were derived.
 KV6793
 KV6793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1987457774(NAD 83)
 KV6793_MARKER: DD = SURVEY DISK
 KV6793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6793_SP_SET: CONCRETE POST
 KV6793_STAMPING: 11 Y 2
 KV6793_MARK LOGO: NJGS  
 KV6793_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6793+STABILITY: SURFACE MOTION
 KV6793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6793+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1993
 KV6793
 KV6793  HISTORY     - Date     Condition        Report By
 KV6793  HISTORY     - 1991     MONUMENTED       NJGS
 KV6793  HISTORY     - 19920106 GOOD
 KV6793  HISTORY     - 19930413 GOOD             NJGS
 KV6793
 KV6793                          STATION DESCRIPTION
 KV6793
 KV6793'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6793'THE STATION IS LOCATED IN EWING TOWNSHIP ON THE NORTHWEST SIDE OF
 KV6793'GREEN LANE.  TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 KV6793'HIGHWAY 295 AND FEDERAL CITY ROAD, EXIT 71B, GO SOUTH ON FEDERAL CITY
 KV6793'ROAD FOR 1.1 MI (1.8 KM) TO THE INTERSECTION WITH EWINGVILLE ROAD.
 KV6793'TURN LEFT AND GO 0.4 MI (0.6 KM) ON EWINGVILLE ROAD TO THE TEE
 KV6793'INTERSECTION WITH GREEN LANE ON THE RIGHT.  TURN RIGHT AND GO 0.1 MI
 KV6793'(0.2 KM) TO THE FIRST DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO 68 M
 KV6793'(223.1 FT) TO THE STATION AHEAD SET IN A GRASS ISLAND IN THE CENTER
 KV6793'OF THE PARKING LOT.  THE STATION IS 68.3 M (224.1 FT) NORTHWEST FROM
 KV6793'THE CENTERLINE OF GREEN LANE, 2.7 M (8.9 FT) NORTHWEST FROM THE
 KV6793'SOUTHEAST END OF THE GRASS ISLAND, 23.0 M (75.5 FT) SOUTH SOUTHWEST
 KV6793'FROM THE SOUTHWEST CORNER OF THE PARKING LOT AND 23.0 M (75.5 FT)
 KV6793'WEST FROM THE SOUTHEAST CORNER OF THE PARKING LOT.  THE STATION IS SET
 KV6793'FLUSH WITH THE GROUND.
 KV6793
 KV6793                          STATION RECOVERY (1992)
 KV6793
 KV6793'RECOVERED 1992
 KV6793'RECOVERED IN GOOD CONDITION.
 KV6793
 KV6793                          STATION RECOVERY (1993)
 KV6793
 KV6793'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9793 ***********************************************************************
 DE9793  DESIGNATION -  11 Y 3
 DE9793  PID         -  DE9793
 DE9793  STATE/COUNTY-  NJ/MERCER
 DE9793  USGS QUAD   -  TRENTON WEST (1995)
 DE9793
 DE9793                         *CURRENT SURVEY CONTROL
 DE9793  ___________________________________________________________________
 DE9793* NAD 83(1986)-  40 11 24.     (N)    074 45 02.     (W)     SCALED    
 DE9793* NAVD 88     -         6.589  (meters)      21.62   (feet)  ADJUSTED  
 DE9793  ___________________________________________________________________
 DE9793  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 DE9793  DYNAMIC HT  -           6.586 (meters)      21.61  (feet)  COMP
 DE9793  MODELED GRAV-     980,184.6   (mgal)                       NAVD 88
 DE9793
 DE9793  VERT ORDER  -  FIRST     CLASS II
 DE9793
 DE9793.The horizontal coordinates were scaled from a topographic map and have
 DE9793.an estimated accuracy of +/- 6 seconds.
 DE9793
 DE9793.The orthometric height was determined by differential leveling
 DE9793.and adjusted by the National Geodetic Survey in March 2005..
 DE9793
 DE9793.The geoid height was determined by GEOID03.
 DE9793
 DE9793.The dynamic height is computed by dividing the NAVD 88
 DE9793.geopotential number by the normal gravity value computed on the
 DE9793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9793.degrees latitude (g = 980.6199 gals.).
 DE9793
 DE9793.The modeled gravity was interpolated from observed gravity values.
 DE9793
 DE9793;                    North         East    Units  Estimated Accuracy
 DE9793;SPC NJ       -   150,640.      128,670.      MT  (+/- 180 meters Scaled)
 DE9793
 DE9793                          SUPERSEDED SURVEY CONTROL
 DE9793
 DE9793.No superseded survey control is available for this station.
 DE9793
 DE9793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK212488(NAD 83)
 DE9793_MARKER: DD = SURVEY DISK
 DE9793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9793_STAMPING: 11 Y 3 2001
 DE9793_MARK LOGO: NJGS  
 DE9793_PROJECTION: FLUSH
 DE9793_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9793+STABILITY: SURFACE MOTION
 DE9793_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9793+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DE9793
 DE9793  HISTORY     - Date     Condition        Report By
 DE9793  HISTORY     - 2001     MONUMENTED       NJGS
 DE9793  HISTORY     - 20020202 GOOD             NJGS
 DE9793
 DE9793                          STATION DESCRIPTION
 DE9793
 DE9793'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DE9793'THE STATION IS LOCATED IN HAMILTON TOWNSHIP ON THE NORTHWEST SIDE OF
 DE9793'STATE ROUTE 129
 DE9793'RAMP G, JUST NORTH FROM THE OVERHEAD BRIDGE, STRUCTURE NUMBER 1130
 DE9793'155, CARRYING
 DE9793'STATE ROUTE 129 RAMP H OVER STATE ROUTE 129 RAMP G.  TO REACH THE
 DE9793'STATION FROM THE
 DE9793'INTERSECTION OF LAMBERTON ROAD AND STATE ROUTE 129 LAMBERTON
 DE9793'CONNECTOR, GO 0.45 MI
 DE9793'NORTH ON LAMBERTON CONNECTOR TO THE STATION ON THE RIGHT.THE STATION
 DE9793'IS 0.9 M EAST
 DE9793'FROM THE EAST CURB OF RAMP G, 6.4 M WEST FROM A 6 FT HIGH CHAIN LINK
 DE9793'FENCE, 15.2 M NORTH
 DE9793'FROM AN INLET, AND 10.5 M EAST FROM THE NORTHEAST CORNER OF THE NORTH
 DE9793'ABUTMENT OF
 DE9793'STRUCTURE NUMBER 1130 155.  THE STATION IS SET FLUSH WITH THE GROUND.
 DE9793'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6794 ***********************************************************************
 KV6794  DESIGNATION -  11 Z 1
 KV6794  PID         -  KV6794
 KV6794  STATE/COUNTY-  NJ/MERCER
 KV6794  USGS QUAD   -  TRENTON EAST (1981)
 KV6794
 KV6794                         *CURRENT SURVEY CONTROL
 KV6794  ___________________________________________________________________
 KV6794* NAD 83(1996)-  40 13 01.35761(N)    074 39 38.39387(W)     ADJUSTED  
 KV6794* NAVD 88     -        29.2    (meters)      96.     (feet)  GPS OBS   
 KV6794  ___________________________________________________________________
 KV6794  X           -   1,290,185.369 (meters)                     COMP
 KV6794  Y           -  -4,703,434.322 (meters)                     COMP
 KV6794  Z           -   4,096,415.332 (meters)                     COMP
 KV6794  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 KV6794  ELLIP HEIGHT-          -3.71  (meters)          (10/23/02) GPS OBS
 KV6794  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV6794
 KV6794  HORZ ORDER  -  FIRST
 KV6794  ELLP ORDER  -  FOURTH    CLASS I
 KV6794
 KV6794.The horizontal coordinates were established by GPS observations
 KV6794.and adjusted by the National Geodetic Survey in May 1999..
 KV6794
 KV6794.The orthometric height was determined by GPS observations and a
 KV6794.high-resolution geoid model.
 KV6794
 KV6794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6794
 KV6794.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6794
 KV6794.The ellipsoidal height was determined by GPS observations
 KV6794.and is referenced to NAD 83.
 KV6794
 KV6794.The geoid height was determined by GEOID03.
 KV6794
 KV6794;                    North         East     Units Scale Factor Converg.
 KV6794;SPC NJ       -   153,624.207   136,325.101   MT  0.99990230   -0 06 13.5
 KV6794;SPC NJ       -   504,015.42    447,259.94   sFT  0.99990230   -0 06 13.5
 KV6794;SPC PA S     -   102,721.496   862,910.980   MT  0.99996777   +2 00 15.6
 KV6794;SPC PA S     -   337,012.11  2,831,067.11   sFT  0.99996777   +2 00 15.6
 KV6794;UTM  18      - 4,451,902.616   528,873.649   MT  0.99961026   +0 13 08.8
 KV6794
 KV6794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6794!SPC NJ       -   1.00000058  x   0.99990230  =   0.99990288
 KV6794!SPC PA S     -   1.00000058  x   0.99996777  =   0.99996835
 KV6794!UTM  18      -   1.00000058  x   0.99961026  =   0.99961084
 KV6794
 KV6794                          SUPERSEDED SURVEY CONTROL
 KV6794
 KV6794  NAD 83(1986)-  40 13 01.35762(N)    074 39 38.39641(W) AD(       ) 1
 KV6794  NGVD 29 (09/20/93)   29.5    (m)           97.     (f) GPS OBS        
 KV6794
 KV6794.Superseded values are not recommended for survey control.
 KV6794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6794.See file dsdata.txt to determine how the superseded data were derived.
 KV6794
 KV6794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2887451903(NAD 83)
 KV6794_MARKER: DD = SURVEY DISK
 KV6794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6794_SP_SET: CONCRETE POST
 KV6794_STAMPING: 11 Z 1 KIERNAN 1990
 KV6794_MARK LOGO: NJGS  
 KV6794_PROJECTION: FLUSH
 KV6794_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6794+STABILITY: SURFACE MOTION
 KV6794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6794+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6794
 KV6794  HISTORY     - Date     Condition        Report By
 KV6794  HISTORY     - 1990     MONUMENTED       NJGS
 KV6794  HISTORY     - 20020202 GOOD             NJGS
 KV6794
 KV6794                          STATION DESCRIPTION
 KV6794
 KV6794'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6794'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, ON THE WEST SIDE OF
 KV6794'YARDVILLE HAMILTON SQUARE ROAD, ON THE GROUNDS OF STEINERT HIGH
 KV6794'SCHOOL.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33
 KV6794'AND YARDVILLE HAMILTON SQUARE ROAD, JUST SOUTH OF HAMILTON SQUARE, GO
 KV6794'0.75 MI (1.21 KM) SOUTH ON YARDVILLE HAMILTON SQUARE ROAD TO THE HIGH
 KV6794'SCHOOL BALL FIELD AND THE STATION ON THE LEFT, OPPOSITE THE NORTH END
 KV6794'OF THE CRESCENT DRIVEWAY IN FRONT OF HOUSE NUMBER 2028. THE STATION
 KV6794'IS 37.7 M (123.7 FT) WEST OF THE CENTERLINE OF YARDVILLE HAMILTON
 KV6794'SQUARE ROAD, 38.0 M (124.7 FT) NORTHWEST OF THE CENTER OF AN INLET IN
 KV6794'THE FIELD NEAR THE ROAD, 20.4 M (66.9 FT) NORTHWEST OF THE NORTHEAST
 KV6794'CORNER OF THE FACULTY PARKING LOT, 73.0 M (239.5 FT) SOUTH SOUTHEAST
 KV6794'OF THE SOUTHWEST CORNER OF THE VISITORS DUGOUT FOR THE BALLFIELD, AND
 KV6794'30.3 M (99.4 FT) WEST SOUTHWEST OF THE CENTER OF AN INLET ON THE WEST
 KV6794'SIDE OF THE ROAD.  THE STATION IS FLUSH WITH THE GROUND.  PARKING IS
 KV6794'AVAILABLE IN THE FACULTY PARKING LOT WITH PERMISSION OF THE SCHOOL
 KV6794'AUTHORITIES.
 KV6794
 KV6794                          STATION RECOVERY (2002)
 KV6794
 KV6794'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6794'RECOVERED WITH THE FOLLOWING ADDITIONS.  THE STATION IS INBETWEEN THE
 KV6794'FACULTY PARKING
 KV6794'LOT AND THE SOFTBALL FIELD SOUTHWEST OF THE REYNOLDS MIDDLE SCHOOL ON
 KV6794'YARDVILLE
 KV6794'HAMILTON SQUARE ROAD, 27.0 M NORTH FROM THE EAST END OF A 4 FT HIGH
 KV6794'CHAIN LINK FENCE AT
 KV6794'THE NORTHEAST CORNER OF THE PARKING LOT, 50.5 M NORTHWEST FROM WOOD
 KV6794'UTILITY POLE
 KV6794'NUMBER PS 10711 HM, AT THE NORTH CORNER OF THE DRIVEWAY LEADING TO THE
 KV6794'PARKING LOT.
 KV6794' 
 KV6794' 
 KV6794' 
 KV6794'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9794 ***********************************************************************
 DE9794  DESIGNATION -  11 Z 3
 DE9794  PID         -  DE9794
 DE9794  STATE/COUNTY-  NJ/MERCER
 DE9794  USGS QUAD   -  TRENTON EAST (1981)
 DE9794
 DE9794                         *CURRENT SURVEY CONTROL
 DE9794  ___________________________________________________________________
 DE9794* NAD 83(1986)-  40 11 04.     (N)    074 44 50.     (W)     SCALED    
 DE9794* NAVD 88     -         3.574  (meters)      11.73   (feet)  ADJUSTED  
 DE9794  ___________________________________________________________________
 DE9794  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 DE9794  DYNAMIC HT  -           3.572 (meters)      11.72  (feet)  COMP
 DE9794  MODELED GRAV-     980,186.0   (mgal)                       NAVD 88
 DE9794
 DE9794  VERT ORDER  -  FIRST     CLASS II
 DE9794
 DE9794.The horizontal coordinates were scaled from a topographic map and have
 DE9794.an estimated accuracy of +/- 6 seconds.
 DE9794
 DE9794.The orthometric height was determined by differential leveling
 DE9794.and adjusted by the National Geodetic Survey in March 2005..
 DE9794
 DE9794.The geoid height was determined by GEOID03.
 DE9794
 DE9794.The dynamic height is computed by dividing the NAVD 88
 DE9794.geopotential number by the normal gravity value computed on the
 DE9794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9794.degrees latitude (g = 980.6199 gals.).
 DE9794
 DE9794.The modeled gravity was interpolated from observed gravity values.
 DE9794
 DE9794;                    North         East    Units  Estimated Accuracy
 DE9794;SPC NJ       -   150,020.      128,950.      MT  (+/- 180 meters Scaled)
 DE9794
 DE9794                          SUPERSEDED SURVEY CONTROL
 DE9794
 DE9794.No superseded survey control is available for this station.
 DE9794
 DE9794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK215482(NAD 83)
 DE9794_MARKER: DD = SURVEY DISK
 DE9794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9794_STAMPING: 11 Z 3 2001
 DE9794_MARK LOGO: NJGS  
 DE9794_PROJECTION: FLUSH
 DE9794_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9794+STABILITY: SURFACE MOTION
 DE9794_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9794+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DE9794
 DE9794  HISTORY     - Date     Condition        Report By
 DE9794  HISTORY     - 2001     MONUMENTED       NJGS
 DE9794  HISTORY     - 20020202 GOOD             NJGS
 DE9794
 DE9794                          STATION DESCRIPTION
 DE9794
 DE9794'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DE9794'THE STATION IS LOCATED IN HAMILTON TOWNSHIP ON THE NORTHWEST CORNER OF
 DE9794'THE TEE
 DE9794'INTERSECTION OF THE STATE ROUTE 129 LAMBERTON ROAD CONNECTOR AND
 DE9794'LAMBERTON ROAD.
 DE9794' 
 DE9794'THE STATION IS 2.5 M SOUTHEAST FROM THE SOUTHEAST CURB OF LAMBERTON
 DE9794'ROAD CONNECTOR,
 DE9794'7.7 M NORTHEAST FROM AN INLET, 9.3 M EAST SOUTHEAST FROM THE
 DE9794'CENTERLINE OF LAMBERTON
 DE9794'CONNECTOR, AND 0.3 M WEST FROM A METAL WITNESS POST WITH SIGN
 DE9794'ATTACHED.  THE STATION IS
 DE9794' SET FLUSH WITH THE GROUND.
 DE9794'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0620 ***********************************************************************
 JU0620  DESIGNATION -  110 CNJRR
 JU0620  PID         -  JU0620
 JU0620  STATE/COUNTY-  NJ/ATLANTIC
 JU0620  USGS QUAD   -  BUENA (1970)
 JU0620
 JU0620                         *CURRENT SURVEY CONTROL
 JU0620  ___________________________________________________________________
 JU0620* NAD 83(1986)-  39 35 24.     (N)    074 53 52.     (W)     SCALED    
 JU0620* NAVD 88     -        25.764  (meters)      84.53   (feet)  ADJUSTED  
 JU0620  ___________________________________________________________________
 JU0620  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JU0620  DYNAMIC HT  -          25.751 (meters)      84.48  (feet)  COMP
 JU0620  MODELED GRAV-     980,120.6   (mgal)                       NAVD 88
 JU0620
 JU0620  VERT ORDER  -  SECOND    CLASS 0
 JU0620
 JU0620.The horizontal coordinates were scaled from a topographic map and have
 JU0620.an estimated accuracy of +/- 6 seconds.
 JU0620
 JU0620.The orthometric height was determined by differential leveling
 JU0620.and adjusted by the National Geodetic Survey in June 1991..
 JU0620
 JU0620.The geoid height was determined by GEOID03.
 JU0620
 JU0620.The dynamic height is computed by dividing the NAVD 88
 JU0620.geopotential number by the normal gravity value computed on the
 JU0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0620.degrees latitude (g = 980.6199 gals.).
 JU0620
 JU0620.The modeled gravity was interpolated from observed gravity values.
 JU0620
 JU0620;                    North         East    Units  Estimated Accuracy
 JU0620;SPC NJ       -    84,070.      115,830.      MT  (+/- 180 meters Scaled)
 JU0620
 JU0620                          SUPERSEDED SURVEY CONTROL
 JU0620
 JU0620  NGVD 29 (??/??/??)   26.136  (m)           85.75   (f) ADJUSTED    2 0
 JU0620
 JU0620.Superseded values are not recommended for survey control.
 JU0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0620.See file dsdata.txt to determine how the superseded data were derived.
 JU0620
 JU0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ087822(NAD 83)
 JU0620_MARKER: Z = SEE DESCRIPTION
 JU0620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0620_SP_SET: MILEPOST BASE
 JU0620_MARK LOGO: CNJRR 
 JU0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0620
 JU0620  HISTORY     - Date     Condition        Report By
 JU0620  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0620  HISTORY     - 1938     GOOD             CGS
 JU0620  HISTORY     - 1943     GOOD             CGS
 JU0620
 JU0620                          STATION DESCRIPTION
 JU0620
 JU0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JU0620'5.1 MI NE FROM LANDISVILLE.
 JU0620'5.1 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0620'THE STATION AT LANDISVILLE, ATLANTIC COUNTY, AT MILEPOST 110,
 JU0620'IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER
 JU0620'LINE OF THE TRACK.  A RAISED LUG.
 JU0620
 JU0620                          STATION RECOVERY (1943)
 JU0620
 JU0620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 JU0620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0271 ***********************************************************************
 KV0271  DESIGNATION -  1105 NJGS
 KV0271  PID         -  KV0271
 KV0271  STATE/COUNTY-  NJ/HUDSON
 KV0271  USGS QUAD   -  JERSEY CITY (1981)
 KV0271
 KV0271                         *CURRENT SURVEY CONTROL
 KV0271  ___________________________________________________________________
 KV0271* NAD 83(1986)-  40 43 28.     (N)    074 05 28.     (W)     SCALED    
 KV0271* NAVD 88     -         2.079  (meters)       6.82   (feet)  ADJUSTED  
 KV0271  ___________________________________________________________________
 KV0271  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KV0271  DYNAMIC HT  -           2.078 (meters)       6.82  (feet)  COMP
 KV0271  MODELED GRAV-     980,238.5   (mgal)                       NAVD 88
 KV0271
 KV0271  VERT ORDER  -  FIRST     CLASS II
 KV0271
 KV0271.The horizontal coordinates were scaled from a topographic map and have
 KV0271.an estimated accuracy of +/- 6 seconds.
 KV0271
 KV0271.The orthometric height was determined by differential leveling
 KV0271.and adjusted by the National Geodetic Survey in June 1991..
 KV0271
 KV0271.The geoid height was determined by GEOID03.
 KV0271
 KV0271.The dynamic height is computed by dividing the NAVD 88
 KV0271.geopotential number by the normal gravity value computed on the
 KV0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0271.degrees latitude (g = 980.6199 gals.).
 KV0271
 KV0271.The modeled gravity was interpolated from observed gravity values.
 KV0271
 KV0271;                    North         East    Units  Estimated Accuracy
 KV0271;SPC NJ       -   210,030.      184,540.      MT  (+/- 180 meters Scaled)
 KV0271
 KV0271                          SUPERSEDED SURVEY CONTROL
 KV0271
 KV0271  NGVD 29 (??/??/??)    2.415  (m)            7.92   (f) ADJUSTED    1 2
 KV0271
 KV0271.Superseded values are not recommended for survey control.
 KV0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0271.See file dsdata.txt to determine how the superseded data were derived.
 KV0271
 KV0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL767085(NAD 83)
 KV0271_MARKER: DD = SURVEY DISK
 KV0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0271+STABILITY: SURFACE MOTION
 KV0271
 KV0271  HISTORY     - Date     Condition        Report By
 KV0271  HISTORY     - 1934     MONUMENTED       NJGS
 KV0271  HISTORY     - 1952     MARK NOT FOUND   CGS
 KV0271
 KV0271                          STATION DESCRIPTION
 KV0271
 KV0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0271'AT JERSEY CITY.
 KV0271'AT JERSEY CITY, HUDSON COUNTY, 100 YARDS WEST OF THE INTERSECTION
 KV0271'OF COMMINUPAW AVENUE AND BENNETT STREET, 61 FEET WEST OF THE
 KV0271'SOUTHWEST CORNER OF THE JERSEY CITY LINCOLN HIGHWAY POLICE
 KV0271'STATION, 54.5 FEET WEST OF A FIRE HYDRANT, 2.7 FEET NORTH OF
 KV0271'THE NORTH CURB OF OLD LINCOLN HIGHWAY, FLUSH WITH THE GROUND,
 KV0271'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- DESCRIPTION DOES
 KV0271'NOT FIT AS THERE IS NO SUCH STREET JUNCTION AT COMMINUPAW AND
 KV0271'BENNETT.  WE FEEL SURE THAT WE WERE AT THE RIGHT LOCATION,
 KV0271'HOWEVER, MARK COULD NOT BE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0272 ***********************************************************************
 KV0272  DESIGNATION -  1106 A NJGS
 KV0272  PID         -  KV0272
 KV0272  STATE/COUNTY-  NJ/HUDSON
 KV0272  USGS QUAD   -  JERSEY CITY (1981)
 KV0272
 KV0272                         *CURRENT SURVEY CONTROL
 KV0272  ___________________________________________________________________
 KV0272* NAD 83(1996)-  40 43 35.20096(N)    074 05 47.91111(W)     ADJUSTED  
 KV0272* NAVD 88     -        10.737  (meters)      35.23   (feet)  ADJUSTED  
 KV0272  ___________________________________________________________________
 KV0272  X           -   1,326,358.799 (meters)                     COMP
 KV0272  Y           -  -4,655,183.216 (meters)                     COMP
 KV0272  Z           -   4,139,434.721 (meters)                     COMP
 KV0272  LAPLACE CORR-           6.29  (seconds)                    DEFLEC99
 KV0272  ELLIP HEIGHT-         -21.34  (meters)          (10/23/02) GPS OBS
 KV0272  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KV0272  DYNAMIC HT  -          10.733 (meters)      35.21  (feet)  COMP
 KV0272  MODELED GRAV-     980,237.4   (mgal)                       NAVD 88
 KV0272
 KV0272  HORZ ORDER  -  FIRST
 KV0272  VERT ORDER  -  FIRST     CLASS I
 KV0272  ELLP ORDER  -  FOURTH    CLASS I
 KV0272
 KV0272.The horizontal coordinates were established by GPS observations
 KV0272.and adjusted by the National Geodetic Survey in May 1999..
 KV0272
 KV0272.The orthometric height was determined by differential leveling
 KV0272.and adjusted by the National Geodetic Survey in June 1991..
 KV0272
 KV0272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0272
 KV0272.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0272
 KV0272.The ellipsoidal height was determined by GPS observations
 KV0272.and is referenced to NAD 83.
 KV0272
 KV0272.The geoid height was determined by GEOID03.
 KV0272
 KV0272.The dynamic height is computed by dividing the NAVD 88
 KV0272.geopotential number by the normal gravity value computed on the
 KV0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0272.degrees latitude (g = 980.6199 gals.).
 KV0272
 KV0272.The modeled gravity was interpolated from observed gravity values.
 KV0272
 KV0272;                    North         East     Units Scale Factor Converg.
 KV0272;SPC NJ       -   210,250.194   184,073.158   MT  0.99991429   +0 15 47.4
 KV0272;SPC NJ       -   689,795.84    603,913.35   sFT  0.99991429   +0 15 47.4
 KV0272;SPC NY E     -   210,250.194   184,073.158   MT  0.99991429   +0 15 47.4
 KV0272;SPC NY E     -   689,795.84    603,913.35   sFT  0.99991429   +0 15 47.4
 KV0272;SPC NY L     -    62,165.525   291,835.510   MT  0.99999722   -0 03 47.6
 KV0272;SPC NY L     -   203,954.73    957,463.67   sFT  0.99999722   -0 03 47.6
 KV0272;UTM  18      - 4,508,782.950   576,287.511   MT  0.99967163   +0 35 21.9
 KV0272
 KV0272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0272!SPC NJ       -   1.00000335  x   0.99991429  =   0.99991764
 KV0272!SPC NY E     -   1.00000335  x   0.99991429  =   0.99991764
 KV0272!SPC NY L     -   1.00000335  x   0.99999722  =   1.00000057
 KV0272!UTM  18      -   1.00000335  x   0.99967163  =   0.99967498
 KV0272
 KV0272                          SUPERSEDED SURVEY CONTROL
 KV0272
 KV0272  ELLIP H (05/14/99)  -21.33   (m)                       GP(       ) 4 1
 KV0272  NAD 83(1996)-  40 43 35.20088(N)    074 05 47.91118(W) AD(       ) 1
 KV0272  NAD 83(1996)-  40 43 35.19991(N)    074 05 47.91208(W) AD(       ) 1
 KV0272  NAD 83(1992)-  40 43 35.19897(N)    074 05 47.91364(W) AD(       ) 1
 KV0272  NAD 83(1986)-  40 43 35.19910(N)    074 05 47.91359(W) AD(       ) 1
 KV0272  NAVD 88 (11/16/93)   10.74   (m)           35.2    (f) LEVELING    3  
 KV0272  NGVD 29 (04/16/92)   11.085  (m)           36.37   (f) ADJUSTED    1 1
 KV0272
 KV0272.Superseded values are not recommended for survey control.
 KV0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0272.See file dsdata.txt to determine how the superseded data were derived.
 KV0272
 KV0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7628808783(NAD 83)
 KV0272_MARKER: DD = SURVEY DISK
 KV0272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0272_SP_SET: SIDEWALK
 KV0272_STAMPING: 1106 A
 KV0272_MARK LOGO: NJGS  
 KV0272_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0272+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2006
 KV0272
 KV0272  HISTORY     - Date     Condition        Report By
 KV0272  HISTORY     - 1934     MONUMENTED       NJGS
 KV0272  HISTORY     - 1965     GOOD             CGS
 KV0272  HISTORY     - 19920220 GOOD             NJGS
 KV0272  HISTORY     - 19950920 GOOD             NJGS
 KV0272  HISTORY     - 20011005 GOOD             LOCENG
 KV0272  HISTORY     - 20060816 GOOD             USPSQD
 KV0272
 KV0272                          STATION DESCRIPTION
 KV0272
 KV0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0272'AT JERSEY CITY.
 KV0272'AT JERSEY CITY, ALONG STATE HIGHWAY 25 (ALSO U.S. HIGHWAYS 1 AND
 KV0272'9 TRUCK ROUTE), AT THE HIGHWAY BRIDGE OVER THE HACKENSACK RIVER,
 KV0272'SET IN THE TOP OF THE SIDEWALK ALONG THE SOUTH SIDE OF THE BRIDGE,
 KV0272'54 FEET WEST OF THE EAST END OF THE BRIDGE, OVER THE EAST ABUTMENT
 KV0272'OF THE BRIDGE, 2.5 FEET SOUTH OF THE SOUTH CURB OF THE BRIDGE AND
 KV0272'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 KV0272
 KV0272                          STATION RECOVERY (1992)
 KV0272
 KV0272'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV0272'THE STATION IS LOCATED IN THE CITY OF JERSEY CITY ON THE U.S. HIGHWAYS
 KV0272'1 AND 9 TRUCK BRIDGE OVER THE HACKENSACK RIVER AND SET IN THE TOP OF
 KV0272'THE EAST END OF THE SOUTH SIDEWALK.  TO REACH THE STATION FROM THE
 KV0272'JUNCTION OF U.S. HIGHWAYS 1 AND 9 AND U.S. HIGHWAYS 1 AND 9 TRUCK,
 KV0272'JUST SOUTH OF THE PULASKI SKYWAY BRIDGE, BEAR RIGHT AND GO EAST ON
 KV0272'U.S. HIGHWAY 1 AND 9 FOR 2.0 MI (3.2 KM) TO AN ACCESS ROAD ON THE
 KV0272'RIGHT, JUST PAST THE BRIDGE OVER THE HACKENSACK RIVER.  TO REACH THE
 KV0272'STATION FROM EXIT 15E OF THE NEW JERSEY TURNPIKE, GO EAST ON TRUCK 1
 KV0272'AND 9, TOWARD BAYONNE AND JERSEY CITY, CROSSING FIRST THE PASSAIC
 KV0272'RIVER LIFT BRIDGE, THEN THE HACKENSACK RIVER LIFT BRIDGE TO THE
 KV0272'STATION IN THE SOUTH SIDEWALK AT THE EAST END OF THE BRIDGE, CONTINUE
 KV0272'TO THE ACCESS ROAD ON THE RIGHT, TURN RIGHT AND GO 0.2 MI (0.3 KM) TO
 KV0272'THE EAST BRIDGE ABUTMENT AND THE STATION ON THE RIGHT.  THE STATION
 KV0272'IS 54 FT (16.5 M) WEST FROM THE EAST END OF THE BRIDGE OVER THE EAST
 KV0272'ABUTMENT, 2.6 FT (0.8 M) SOUTH FROM THE SOUTH CURB OF U.S. HIGHWAYS 1
 KV0272'AND 9 AND 11.7 FT (3.6 M) NORTHWEST FROM AN ARMY CORPS OF ENGINEERS
 KV0272'DISK HK 1 USE 1963. THE STATION IS 0.2 M (0.7 FT) ABOVE THE ROADWAY.
 KV0272
 KV0272                          STATION RECOVERY (1995)
 KV0272
 KV0272'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0272'RECOVERED AS DESCRIBED.
 KV0272
 KV0272                          STATION RECOVERY (2001)
 KV0272
 KV0272'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (AB)
 KV0272'RECOVERED IN GOOD CONDITION.
 KV0272
 KV0272                          STATION RECOVERY (2006)
 KV0272
 KV0272'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 KV0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0621 ***********************************************************************
 JU0621  DESIGNATION -  111 CNJRR
 JU0621  PID         -  JU0621
 JU0621  STATE/COUNTY-  NJ/ATLANTIC
 JU0621  USGS QUAD   -  BUENA (1970)
 JU0621
 JU0621                         *CURRENT SURVEY CONTROL
 JU0621  ___________________________________________________________________
 JU0621* NAD 83(1986)-  39 34 36.     (N)    074 54 17.     (W)     SCALED    
 JU0621* NAVD 88     -        28.365  (meters)      93.06   (feet)  ADJUSTED  
 JU0621  ___________________________________________________________________
 JU0621  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JU0621  DYNAMIC HT  -          28.351 (meters)      93.01  (feet)  COMP
 JU0621  MODELED GRAV-     980,118.2   (mgal)                       NAVD 88
 JU0621
 JU0621  VERT ORDER  -  SECOND    CLASS 0
 JU0621
 JU0621.The horizontal coordinates were scaled from a topographic map and have
 JU0621.an estimated accuracy of +/- 6 seconds.
 JU0621
 JU0621.The orthometric height was determined by differential leveling
 JU0621.and adjusted by the National Geodetic Survey in June 1991..
 JU0621
 JU0621.The geoid height was determined by GEOID03.
 JU0621
 JU0621.The dynamic height is computed by dividing the NAVD 88
 JU0621.geopotential number by the normal gravity value computed on the
 JU0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0621.degrees latitude (g = 980.6199 gals.).
 JU0621
 JU0621.The modeled gravity was interpolated from observed gravity values.
 JU0621
 JU0621;                    North         East    Units  Estimated Accuracy
 JU0621;SPC NJ       -    82,590.      115,230.      MT  (+/- 180 meters Scaled)
 JU0621
 JU0621                          SUPERSEDED SURVEY CONTROL
 JU0621
 JU0621  NGVD 29 (??/??/??)   28.735  (m)           94.27   (f) ADJUSTED    2 0
 JU0621
 JU0621.Superseded values are not recommended for survey control.
 JU0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0621.See file dsdata.txt to determine how the superseded data were derived.
 JU0621
 JU0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ081807(NAD 83)
 JU0621_MARKER: Z = SEE DESCRIPTION
 JU0621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0621_SP_SET: MILEPOST BASE
 JU0621_MARK LOGO: CNJRR 
 JU0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0621
 JU0621  HISTORY     - Date     Condition        Report By
 JU0621  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0621  HISTORY     - 1938     GOOD             CGS
 JU0621  HISTORY     - 1943     GOOD             CGS
 JU0621
 JU0621                          STATION DESCRIPTION
 JU0621
 JU0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JU0621'4.1 MI NE FROM LANDISVILLE.
 JU0621'4.1 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 JU0621'FROM THE STATION AT LANDISVILLE, ATLANTIC COUNTY, AT MILEPOST 111,
 JU0621'IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER
 JU0621'LINE OF THE TRACK.  A RAISED LUG.
 JU0621
 JU0621                          STATION RECOVERY (1943)
 JU0621
 JU0621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 JU0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6795 ***********************************************************************
 KV6795  DESIGNATION -  11121
 KV6795  PID         -  KV6795
 KV6795  STATE/COUNTY-  NJ/MERCER
 KV6795  USGS QUAD   -  PRINCETON (1981)
 KV6795
 KV6795                         *CURRENT SURVEY CONTROL
 KV6795  ___________________________________________________________________
 KV6795* NAD 83(1996)-  40 16 52.43692(N)    074 43 53.77074(W)     ADJUSTED  
 KV6795* NAVD 88     -        35.1    (meters)     115.     (feet)  GPS OBS   
 KV6795  ___________________________________________________________________
 KV6795  X           -   1,283,149.433 (meters)                     COMP
 KV6795  Y           -  -4,700,589.553 (meters)                     COMP
 KV6795  Z           -   4,101,858.881 (meters)                     COMP
 KV6795  LAPLACE CORR-           5.17  (seconds)                    DEFLEC99
 KV6795  ELLIP HEIGHT-           1.80  (meters)          (10/23/02) GPS OBS
 KV6795  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KV6795
 KV6795  HORZ ORDER  -  FIRST
 KV6795  ELLP ORDER  -  FOURTH    CLASS I
 KV6795
 KV6795.The horizontal coordinates were established by GPS observations
 KV6795.and adjusted by the National Geodetic Survey in May 1999..
 KV6795
 KV6795.The orthometric height was determined by GPS observations and a
 KV6795.high-resolution geoid model.
 KV6795
 KV6795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6795
 KV6795.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6795
 KV6795.The ellipsoidal height was determined by GPS observations
 KV6795.and is referenced to NAD 83.
 KV6795
 KV6795.The geoid height was determined by GEOID03.
 KV6795
 KV6795;                    North         East     Units Scale Factor Converg.
 KV6795;SPC NJ       -   160,764.326   130,305.864   MT  0.99990477   -0 08 59.1
 KV6795;SPC NJ       -   527,440.96    427,511.82   sFT  0.99990477   -0 08 59.1
 KV6795;SPC PA S     -   109,635.799   856,632.782   MT  0.99996385   +1 57 29.9
 KV6795;SPC PA S     -   359,696.78  2,810,469.39   sFT  0.99996385   +1 57 29.9
 KV6795;UTM  18      - 4,459,006.584   522,816.038   MT  0.99960641   +0 10 24.7
 KV6795
 KV6795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6795!SPC NJ       -   0.99999972  x   0.99990477  =   0.99990449
 KV6795!SPC PA S     -   0.99999972  x   0.99996385  =   0.99996357
 KV6795!UTM  18      -   0.99999972  x   0.99960641  =   0.99960613
 KV6795
 KV6795                          SUPERSEDED SURVEY CONTROL
 KV6795
 KV6795  ELLIP H (05/14/99)    1.81   (m)                       GP(       ) 4 1
 KV6795  NAD 83(1986)-  40 16 52.43621(N)    074 43 53.77291(W) AD(       ) 1
 KV6795  NGVD 29 (09/20/93)   35.4    (m)          116.     (f) GPS OBS        
 KV6795
 KV6795.Superseded values are not recommended for survey control.
 KV6795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6795.See file dsdata.txt to determine how the superseded data were derived.
 KV6795
 KV6795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2281659007(NAD 83)
 KV6795_MARKER: DD = SURVEY DISK
 KV6795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6795_SP_SET: CONCRETE POST
 KV6795_STAMPING: 11121
 KV6795_MARK LOGO: NJGS  
 KV6795_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6795+STABILITY: SURFACE MOTION
 KV6795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6795+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1993
 KV6795
 KV6795  HISTORY     - Date     Condition        Report By
 KV6795  HISTORY     - UNK      MONUMENTED       NJGS
 KV6795  HISTORY     - 19900425 GOOD
 KV6795  HISTORY     - 19911203 GOOD             NJGS
 KV6795  HISTORY     - 19930505 GOOD             NJGS
 KV6795  HISTORY     - 20010727 MARK NOT FOUND   INDIV
 KV6795
 KV6795                          STATION DESCRIPTION
 KV6795
 KV6795'DESCRIBED 1990
 KV6795'RECOVERED IN GOOD CONDITION.
 KV6795
 KV6795                          STATION RECOVERY (1991)
 KV6795
 KV6795'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV6795'THE STATION IS LOCATED IN LAWRENCE TOWNSHIP ON THE EAST SIDE OF
 KV6795'LAWRENCE ROAD, U.S. HIGHWAY 206 AT THE ENTRANCE TO THE GREEN ACRES
 KV6795'COUNTRY CLUB.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 KV6795'206 AND INTERSTATE HIGHWAY 295, GO 0.5 KM (0.30 MI) SOUTH ON U.S.
 KV6795'HIGHWAY 206 TO THE COUNTRY CLUB DRIVE AND THE STATION ON THE LEFT.
 KV6795'THE STATION IS 68.7 FT (20.9 M) FROM THE SOUTHERLY OF TWO TELEPHONE
 KV6795'MANHOLES, 57.7 FT (17.6 M) SOUTH SOUTHEAST FROM POLE NUMBER C64056
 KV6795'LA, 4.9 FT (1.5 M) EAST FROM THE EAST CURBLINE OF U.S. HIGHWAY 206 AT
 KV6795'THE NORTH DRIVEWAY DEPRESSION, 29.5 FT (9.0 M) EAST FROM THE
 KV6795'CENTERLINE OF LAWRENCE ROAD, 81.7 FT (24.9 M) NORTH NORTHEAST FROM
 KV6795'POLE NUMBER 64055 LA, 29.0 FT (8.8 M) NORTH FROM THE CENTERLINE OF
 KV6795'THE DRIVEWAY LEADING TO THE COUNTRY CLUB AND 16.0 FT (4.9 M)
 KV6795'SOUTHWEST FROM THE NORTHWEST CORNER OF THE NORTH END OF A SEMI
 KV6795'CIRCULAR BRICK WALL FOR THE COUNTRY CLUB.  THE STATION IS SET 0.2 FT
 KV6795'(0.1 M) BELOW THE GROUND.
 KV6795
 KV6795                          STATION RECOVERY (1993)
 KV6795
 KV6795'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6795'RECOVERED IN GOOD CONDITION.
 KV6795
 KV6795                          STATION RECOVERY (2001)
 KV6795
 KV6795'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (ASC)
 KV6795'THE MONUMENT APPEARS TO BE REPLACED BY AN OLD WOODEN STAKE.  MY METAL
 KV6795'DETECTOR DID NOT PICK-UP ANY READINGS NEAR THE STAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6450 ***********************************************************************
 KV6450  DESIGNATION -  11141
 KV6450  PID         -  KV6450
 KV6450  STATE/COUNTY-  NJ/MERCER
 KV6450  USGS QUAD   -  PRINCETON (1981)
 KV6450
 KV6450                         *CURRENT SURVEY CONTROL
 KV6450  ___________________________________________________________________
 KV6450* NAD 83(1986)-  40 20 37.     (N)    074 40 15.     (W)     SCALED    
 KV6450* NAVD 88     -        61.020  (meters)     200.20   (feet)  ADJUSTED  
 KV6450  ___________________________________________________________________
 KV6450  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KV6450  DYNAMIC HT  -          60.991 (meters)     200.10  (feet)  COMP
 KV6450  MODELED GRAV-     980,161.1   (mgal)                       NAVD 88
 KV6450
 KV6450  VERT ORDER  -  SECOND    CLASS I
 KV6450
 KV6450.The horizontal coordinates were scaled from a topographic map and have
 KV6450.an estimated accuracy of +/- 6 seconds.
 KV6450
 KV6450.The orthometric height was determined by differential leveling
 KV6450.and adjusted by the National Geodetic Survey in April 1995..
 KV6450
 KV6450.The geoid height was determined by GEOID03.
 KV6450
 KV6450.The dynamic height is computed by dividing the NAVD 88
 KV6450.geopotential number by the normal gravity value computed on the
 KV6450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6450.degrees latitude (g = 980.6199 gals.).
 KV6450
 KV6450.The modeled gravity was interpolated from observed gravity values.
 KV6450
 KV6450;                    North         East    Units  Estimated Accuracy
 KV6450;SPC NJ       -   167,680.      135,490.      MT  (+/- 180 meters Scaled)
 KV6450
 KV6450                          SUPERSEDED SURVEY CONTROL
 KV6450
 KV6450  NGVD 29 (01/10/92)   61.352  (m)          201.29   (f) ADJUSTED    2 1
 KV6450
 KV6450.Superseded values are not recommended for survey control.
 KV6450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6450.See file dsdata.txt to determine how the superseded data were derived.
 KV6450
 KV6450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK279659(NAD 83)
 KV6450_MARKER: DD = SURVEY DISK
 KV6450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6450_SP_SET: CONCRETE POST
 KV6450_STAMPING: 11141
 KV6450_MARK LOGO: NJGS  
 KV6450_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6450+STABILITY: SURFACE MOTION
 KV6450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6450+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1995
 KV6450
 KV6450  HISTORY     - Date     Condition        Report By
 KV6450  HISTORY     - 1941     MONUMENTED       NJGS
 KV6450  HISTORY     - 19900530 GOOD             NJGS
 KV6450  HISTORY     - 19950405 GOOD             NJGS
 KV6450
 KV6450                          STATION DESCRIPTION
 KV6450
 KV6450'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6450'THE STATION IS LOCATED IN THE BOROUGH OF PRINCETON, ON THE NORTHWEST
 KV6450'SIDE OF STATE ROUTE 206, ABOUT 0.15 KM (0.09 MI) NORTHEAST ON ROUTE
 KV6450'206 FROM ITS JUNCTION WITH ELM ROAD, ALSO ABOUT 0.8 KM (0.5 MI)
 KV6450'SOUTHWEST FROM THE JUNCTION OF STATE HIGHWAY ROUTES 206 AND 27.  THE
 KV6450'STATION IS 0.3 M (1.0 FT) NORTH OF THE NORTH CURBLINE OF ROUTE 206,
 KV6450'10.5 M (34.4 FT) NORTH OF A FIRE HYDRANT, 7.0 M (23.0 FT) EAST OF THE
 KV6450'CENTERLINE OF A DRIVEWAY, 20.9 M (68.6 FT) NORTHWEST OF A LIGHT POLE
 KV6450'AND IS FLUSH WITH THE GROUND.
 KV6450
 KV6450                          STATION RECOVERY (1995)
 KV6450
 KV6450'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV6450'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6452 ***********************************************************************
 KV6452  DESIGNATION -  11142
 KV6452  PID         -  KV6452
 KV6452  STATE/COUNTY-  NJ/MERCER
 KV6452  USGS QUAD   -  PRINCETON (1981)
 KV6452
 KV6452                         *CURRENT SURVEY CONTROL
 KV6452  ___________________________________________________________________
 KV6452* NAD 83(1986)-  40 20 44.     (N)    074 40 06.     (W)     SCALED    
 KV6452* NAVD 88     -        63.866  (meters)     209.53   (feet)  ADJUSTED  
 KV6452  ___________________________________________________________________
 KV6452  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KV6452  DYNAMIC HT  -          63.836 (meters)     209.44  (feet)  COMP
 KV6452  MODELED GRAV-     980,161.0   (mgal)                       NAVD 88
 KV6452
 KV6452  VERT ORDER  -  SECOND    CLASS I
 KV6452
 KV6452.The horizontal coordinates were scaled from a topographic map and have
 KV6452.an estimated accuracy of +/- 6 seconds.
 KV6452
 KV6452.The orthometric height was determined by differential leveling
 KV6452.and adjusted by the National Geodetic Survey in April 1995..
 KV6452
 KV6452.The geoid height was determined by GEOID03.
 KV6452
 KV6452.The dynamic height is computed by dividing the NAVD 88
 KV6452.geopotential number by the normal gravity value computed on the
 KV6452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6452.degrees latitude (g = 980.6199 gals.).
 KV6452
 KV6452.The modeled gravity was interpolated from observed gravity values.
 KV6452
 KV6452;                    North         East    Units  Estimated Accuracy
 KV6452;SPC NJ       -   167,890.      135,700.      MT  (+/- 180 meters Scaled)
 KV6452
 KV6452                          SUPERSEDED SURVEY CONTROL
 KV6452
 KV6452  NGVD 29 (01/10/92)   64.199  (m)          210.63   (f) ADJUSTED    2 1
 KV6452
 KV6452.Superseded values are not recommended for survey control.
 KV6452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6452.See file dsdata.txt to determine how the superseded data were derived.
 KV6452
 KV6452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK281661(NAD 83)
 KV6452_MARKER: DD = SURVEY DISK
 KV6452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6452_SP_SET: CONCRETE POST
 KV6452_STAMPING: 11142
 KV6452_MARK LOGO: NJGS  
 KV6452_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6452+STABILITY: SURFACE MOTION
 KV6452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6452+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1995
 KV6452
 KV6452  HISTORY     - Date     Condition        Report By
 KV6452  HISTORY     - 1941     MONUMENTED       NJGS
 KV6452  HISTORY     - 19900530 GOOD             NJGS
 KV6452  HISTORY     - 19950405 GOOD             NJGS
 KV6452
 KV6452                          STATION DESCRIPTION
 KV6452
 KV6452'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6452'THE STATION IS LOCATED IN THE BOROUGH OF PRINCETON AT THE SOUTH CORNER
 KV6452'OF THE JUNCTION OF STOCKTON STREET, STATE HIGHWAY ROUTE 206, AND
 KV6452'EDGEHILL STREET, 5.05 M (16.57 FT) SOUTHEAST OF THE CENTERLINE OF
 KV6452'ROUTE 206, 11.7 M (38.4 FT) SOUTHEAST OF THE STREET SIGN, 13.5 M
 KV6452'(44.3 FT) SOUTH SOUTHWEST OF A WOODEN FENCE CORNER, 0.6 M (2.0 FT)
 KV6452'SOUTHEAST OF THE CURBLINE OF ROUTE 206, 18.0 M (59.1 FT) SOUTHWEST OF
 KV6452'THE CURBLINE OF EDGEHILL STREET.  THE STATION IS FLUSH WITH THE
 KV6452'GROUND AND AT THE BASE OF A 18 INCH OAK TREE.
 KV6452
 KV6452                          STATION RECOVERY (1995)
 KV6452
 KV6452'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV6452'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6453 ***********************************************************************
 KV6453  DESIGNATION -  11143
 KV6453  PID         -  KV6453
 KV6453  STATE/COUNTY-  NJ/MERCER
 KV6453  USGS QUAD   -  PRINCETON (1981)
 KV6453
 KV6453                         *CURRENT SURVEY CONTROL
 KV6453  ___________________________________________________________________
 KV6453* NAD 83(1986)-  40 20 53.     (N)    074 39 50.     (W)     SCALED    
 KV6453* NAVD 88     -        65.737  (meters)     215.67   (feet)  ADJUSTED  
 KV6453  ___________________________________________________________________
 KV6453  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KV6453  DYNAMIC HT  -          65.706 (meters)     215.57  (feet)  COMP
 KV6453  MODELED GRAV-     980,161.2   (mgal)                       NAVD 88
 KV6453
 KV6453  VERT ORDER  -  SECOND    CLASS I
 KV6453
 KV6453.The horizontal coordinates were scaled from a topographic map and have
 KV6453.an estimated accuracy of +/- 6 seconds.
 KV6453
 KV6453.The orthometric height was determined by differential leveling
 KV6453.and adjusted by the National Geodetic Survey in April 1995..
 KV6453
 KV6453.The geoid height was determined by GEOID03.
 KV6453
 KV6453.The dynamic height is computed by dividing the NAVD 88
 KV6453.geopotential number by the normal gravity value computed on the
 KV6453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6453.degrees latitude (g = 980.6199 gals.).
 KV6453
 KV6453.The modeled gravity was interpolated from observed gravity values.
 KV6453
 KV6453;                    North         East    Units  Estimated Accuracy
 KV6453;SPC NJ       -   168,170.      136,080.      MT  (+/- 180 meters Scaled)
 KV6453
 KV6453                          SUPERSEDED SURVEY CONTROL
 KV6453
 KV6453  NGVD 29 (01/10/92)   66.070  (m)          216.76   (f) ADJUSTED    2 1
 KV6453
 KV6453.Superseded values are not recommended for survey control.
 KV6453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6453.See file dsdata.txt to determine how the superseded data were derived.
 KV6453
 KV6453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK285664(NAD 83)
 KV6453_MARKER: DD = SURVEY DISK
 KV6453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6453_SP_SET: CONCRETE POST
 KV6453_STAMPING: 11143
 KV6453_MARK LOGO: NJGS  
 KV6453_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6453+STABILITY: SURFACE MOTION
 KV6453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6453+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1995
 KV6453
 KV6453  HISTORY     - Date     Condition        Report By
 KV6453  HISTORY     - 1941     MONUMENTED       NJGS
 KV6453  HISTORY     - 19900530 POOR             NJGS
 KV6453  HISTORY     - 19950405 GOOD             NJGS
 KV6453
 KV6453                          STATION DESCRIPTION
 KV6453
 KV6453'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6453'THE STATION IS LOCATED IN THE BOROUGH OF PRINCTON ON THE SOUTHEAST
 KV6453'SIDE OF THE JUNCTION OF STATE HIGHWAY ROUTE 206 AND ROUTE 27, IN
 KV6453'FRONT OF HOUSE NUMBER 8, 4.55 M (14.93 FT) NORTHWEST OF THE NORTHWEST
 KV6453'CORNER OF HOUSE NUMBER 8, 4.15 M (13.62 FT) WEST NORTHWEST OF THE
 KV6453'NORTH END OF A FENCE, 1.15 M (3.77 FT) WEST OF THE CONCERTE CORNER OF
 KV6453'A TRAFFIC SIGNAL, 8.85 M (29.04 FT) SOUTH SOUTHEAST OF THE CENTERLINE
 KV6453'OF ROUTE 27, 2.1 M (6.9 FT) WEST OF MILE POST 0 FOR ROUTE 27.  THE
 KV6453'STATION IS SET 0.03 M (0.10 FT) BELOW THE CHIPPED OUT NORTHWEST
 KV6453'CORNER OF A DEPARTMENT OF TRANSPORTATION MANHOLE CONCRETE RIM.  THE
 KV6453'MONUMENT IS LEANING AND THE ELEVATION WAS ESTABLISHED ON THE HIGH
 KV6453'POINT OF THE DISK.
 KV6453
 KV6453                          STATION RECOVERY (1995)
 KV6453
 KV6453'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV6453'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6701 ***********************************************************************
 AB6701  DESIGNATION -  11163
 AB6701  PID         -  AB6701
 AB6701  STATE/COUNTY-  NJ/SOMERSET
 AB6701  USGS QUAD   -  ROCKY HILL (1970)
 AB6701
 AB6701                         *CURRENT SURVEY CONTROL
 AB6701  ___________________________________________________________________
 AB6701* NAD 83(1986)-  40 24 03.     (N)    074 39 04.     (W)     SCALED    
 AB6701* NAVD 88     -        45.823  (meters)     150.34   (feet)  ADJUSTED  
 AB6701  ___________________________________________________________________
 AB6701  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 AB6701  DYNAMIC HT  -          45.802 (meters)     150.27  (feet)  COMP
 AB6701  MODELED GRAV-     980,167.2   (mgal)                       NAVD 88
 AB6701
 AB6701  VERT ORDER  -  FIRST     CLASS II
 AB6701
 AB6701.The horizontal coordinates were scaled from a topographic map and have
 AB6701.an estimated accuracy of +/- 6 seconds.
 AB6701
 AB6701.The orthometric height was determined by differential leveling
 AB6701.and adjusted by the National Geodetic Survey in September 1996..
 AB6701
 AB6701.The geoid height was determined by GEOID03.
 AB6701
 AB6701.The dynamic height is computed by dividing the NAVD 88
 AB6701.geopotential number by the normal gravity value computed on the
 AB6701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6701.degrees latitude (g = 980.6199 gals.).
 AB6701
 AB6701.The modeled gravity was interpolated from observed gravity values.
 AB6701
 AB6701;                    North         East    Units  Estimated Accuracy
 AB6701;SPC NJ       -   174,030.      137,170.      MT  (+/- 180 meters Scaled)
 AB6701
 AB6701                          SUPERSEDED SURVEY CONTROL
 AB6701
 AB6701.No superseded survey control is available for this station.
 AB6701
 AB6701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK296723(NAD 83)
 AB6701_MARKER: DD = SURVEY DISK
 AB6701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6701_STAMPING: 11163
 AB6701_MARK LOGO: NJGS  
 AB6701_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6701+STABILITY: SURFACE MOTION
 AB6701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6701+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1995
 AB6701
 AB6701  HISTORY     - Date     Condition        Report By
 AB6701  HISTORY     - 1948     MONUMENTED       NJGS
 AB6701  HISTORY     - 19950601 GOOD             NJGS
 AB6701
 AB6701                          STATION DESCRIPTION
 AB6701
 AB6701'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 AB6701'THE STATION IS LOCATED IN MONTGOMERY TOWNSHIP ON THE WEST SIDE OF U.S.
 AB6701'HIGHWAY 206.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 AB6701'HIGHWAY 206 AND COUNTY ROAD 518 IN ROCKY HILL, GO SOUTH ON U.S.
 AB6701'HIGHWAY 206 FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT. THE
 AB6701'STATION IS 23.9 FT (7.3 M) NORTH NORTHWEST FROM THE CENTERLINE OF U.S.
 AB6701'HIGHWAY 206, 22.0 FT (6.7 M) NORTH NORTHEAST FROM A FIRE HYDRANT, 79.4
 AB6701'FT (24.2 M) EAST FROM POLE NUMBER E 6462 MT, WHICH IN TURN IS ABOUT 25
 AB6701'M (82.0 FT) WEST FROM THE ROAD AND 89.5 FT (27.3 M) NORTH NORTHEAST
 AB6701'FROM A PAVED DRIVEWAY LEADING TO A ONE STORY BLOCK AND GLASS BUILDING,
 AB6701'WHICH IS ABOUT 100 M (328.1 FT) FROM THE ROAD. THE STATION IS ABOUT 1
 AB6701'FT (0.3 M) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5994 ***********************************************************************
 KV5994  DESIGNATION -  11181
 KV5994  PID         -  KV5994
 KV5994  STATE/COUNTY-  NJ/BURLINGTON
 KV5994  USGS QUAD   -  TRENTON EAST (1981)
 KV5994
 KV5994                         *CURRENT SURVEY CONTROL
 KV5994  ___________________________________________________________________
 KV5994* NAD 83(1996)-  40 09 14.94928(N)    074 42 01.27529(W)     ADJUSTED  
 KV5994* NAVD 88     -        21.684  (meters)      71.14   (feet)  ADJUSTED  
 KV5994  ___________________________________________________________________
 KV5994  X           -   1,288,114.475 (meters)                     COMP
 KV5994  Y           -  -4,708,667.880 (meters)                     COMP
 KV5994  Z           -   4,091,075.613 (meters)                     COMP
 KV5994  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 KV5994  ELLIP HEIGHT-         -11.08  (meters)          (10/23/02) GPS OBS
 KV5994  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV5994  DYNAMIC HT  -          21.675 (meters)      71.11  (feet)  COMP
 KV5994  MODELED GRAV-     980,196.3   (mgal)                       NAVD 88
 KV5994
 KV5994  HORZ ORDER  -  FIRST
 KV5994  VERT ORDER  -  FIRST     CLASS I
 KV5994  ELLP ORDER  -  FOURTH    CLASS I
 KV5994
 KV5994.The horizontal coordinates were established by GPS observations
 KV5994.and adjusted by the National Geodetic Survey in May 1999..
 KV5994
 KV5994.The orthometric height was determined by differential leveling
 KV5994.and adjusted by the National Geodetic Survey in June 1991..
 KV5994
 KV5994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5994
 KV5994.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5994
 KV5994.The ellipsoidal height was determined by GPS observations
 KV5994.and is referenced to NAD 83.
 KV5994
 KV5994.The geoid height was determined by GEOID03.
 KV5994
 KV5994.The dynamic height is computed by dividing the NAVD 88
 KV5994.geopotential number by the normal gravity value computed on the
 KV5994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV5994.degrees latitude (g = 980.6199 gals.).
 KV5994
 KV5994.The modeled gravity was interpolated from observed gravity values.
 KV5994
 KV5994;                    North         East     Units Scale Factor Converg.
 KV5994;SPC NJ       -   146,648.444   132,931.214   MT  0.99990359   -0 07 45.1
 KV5994;SPC NJ       -   481,129.10    436,125.16   sFT  0.99990359   -0 07 45.1
 KV5994;SPC PA S     -    95,625.141   859,775.763   MT  0.99997282   +1 58 42.9
 KV5994;SPC PA S     -   313,730.15  2,820,780.98   sFT  0.99997282   +1 58 42.9
 KV5994;UTM  18      - 4,444,909.908   525,520.082   MT  0.99960802   +0 11 35.6
 KV5994
 KV5994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5994!SPC NJ       -   1.00000174  x   0.99990359  =   0.99990533
 KV5994!SPC PA S     -   1.00000174  x   0.99997282  =   0.99997456
 KV5994!UTM  18      -   1.00000174  x   0.99960802  =   0.99960976
 KV5994
 KV5994                          SUPERSEDED SURVEY CONTROL
 KV5994
 KV5994  ELLIP H (05/14/99)  -11.09   (m)                       GP(       ) 4 1
 KV5994  NAD 83(1992)-  40 09 14.94846(N)    074 42 01.27532(W) AD(       ) 1
 KV5994  ELLIP H (12/16/96)  -11.12   (m)                       GP(       ) 2 1
 KV5994  NAD 83(1986)-  40 09 14.94970(N)    074 42 01.27796(W) AD(       ) 1
 KV5994  NAVD 88 (12/16/96)   21.68   (m)           71.1    (f) LEVELING    3  
 KV5994  NGVD 29 (01/10/92)   22.010  (m)           72.21   (f) ADJUSTED    1 1
 KV5994
 KV5994.Superseded values are not recommended for survey control.
 KV5994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5994.See file dsdata.txt to determine how the superseded data were derived.
 KV5994
 KV5994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2552044910(NAD 83)
 KV5994_MARKER: DD = SURVEY DISK
 KV5994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5994_SP_SET: CONCRETE POST
 KV5994_STAMPING: 11181
 KV5994_MARK LOGO: NJGS  
 KV5994_PROJECTION: RECESSED 30 CENTIMETERS
 KV5994_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5994+STABILITY: SURFACE MOTION
 KV5994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5994+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV5994
 KV5994  HISTORY     - Date     Condition        Report By
 KV5994  HISTORY     - 1948     MONUMENTED       NJGS
 KV5994  HISTORY     - 19880720 GOOD             NJGS
 KV5994  HISTORY     - 19900305 GOOD
 KV5994  HISTORY     - 19910128 GOOD             NJGS
 KV5994  HISTORY     - 19951205 GOOD             TWT
 KV5994  HISTORY     - 20020202 GOOD             NJGS
 KV5994
 KV5994                          STATION DESCRIPTION
 KV5994
 KV5994'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV5994'4.1 KM (2.55 MI) SOUTH ALONG U.S. HIGHWAY 206 FROM THE JUNCTION OF
 KV5994'U.S. HIGHWAY 206, COUNTY ROUTE 524 AND WHITE HORSE ROAD AT THE WHITE
 KV5994'HORSE CIRCLE TO THE MARK ON THE LEFT IN A GRASSED AREA BETWEEN THE
 KV5994'NORTH BOUND LANE AND A SECONDARY ROAD, OLD U.S. HIGHWAY 206. 0.85 M
 KV5994'(2.8 FT) WEST OF THE WEST CURB OF 0LD HIGHWAY 206, 4.0 M (13.1 FT)
 KV5994'EAST OF THE EAST CURB OF NORTH BOUND 206, 6.15 M (20.2 FT) SOUTHEAST
 KV5994'OF AN INLET, 25.3 M (83.0 FT) SOUTHWEST OF POWER POLE A61523BO, 25.5 M
 KV5994'(83.7 FT) NORTHWEST OF POWER POLE 60864BD AND 0.3 M (1.0 FT) BELOW
 KV5994'GROUND.
 KV5994
 KV5994                          STATION RECOVERY (1990)
 KV5994
 KV5994'RECOVERED 1990
 KV5994'RECOVERED IN GOOD CONDITION.
 KV5994
 KV5994                          STATION RECOVERY (1991)
 KV5994
 KV5994'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5994'THE STATION IS LOCATED IN BORDENTOWN TOWNSHIP, ON THE EAST SIDE OF THE
 KV5994'U.S. HIGHWAY 206 SOUTHBOUND LANES, IN THE GRASS MEDIAN ISLAND
 KV5994'OPPOSITE THE BOB MAGUIRE CHEVROLET AGENCY, AND NORTH OF THE JADE
 KV5994'ISLAND CHINESE RESTAURANT ON THE OLD U.S. HIGHWAY 206 NORTHBOUND
 KV5994'LANES.  TO REACH THE STATION FROM THE WHITE HORSE CIRCLE AT THE
 KV5994'JUNCTION OF U.S. HIGHWAY 206 AND SOUTH BROAD STREET, COUNTY ROAD 524,
 KV5994'AND WHITE HORSE AVENUE, COUNTY ROAD 533, IN MERCER COUNTY, GO 3.62 KM
 KV5994'(2.25 MI) SOUTH ON U.S. HIGHWAY 206, CROSSING INTO BURLINGTON COUNTY
 KV5994'AT THE CROSSWICKS CREEK, TO THE CONRAIL BRIDGE OVER U.S. HIGHWAY 206
 KV5994'AT PARK STREET, IN BORDENTOWN.  CONTINUE UPHILL 0.48 KM (0.30 MI) ON
 KV5994'U.S. HIGHWAY 206 TO THE CHEVROLET AGENCY ON THE RIGHT AND THE STATION
 KV5994'ON THE LEFT.  THE STATION IS IN THE SECOND MEDIAN ISLAND SOUTH FROM
 KV5994'THE U.S. HIGHWAY 206 TURN AROUND IN THE MEDIAN TO THE NORTHBOUND
 KV5994'LANES.  THE STATION IS 0.85 M (2.79 FT) WEST OF THE EAST CURB OF THE
 KV5994'ISLAND, 6.15 M (20.18 FT) SOUTHEAST OF THE CENTER OF AN INLET BETWEEN
 KV5994'THE GRASS ISLAND AND A CONCRETE ISLAND TO THE NORTH, 25.5 M
 KV5994'(83.7 FT) NORTHWEST OF POLE NUMBER 60864 BD AND 25.3 M (83.0 FT)
 KV5994'SOUTHWEST OF POLE NUMBER A 61523 BD. THE STATION IS 0.3 M (1.0 FT)
 KV5994'BELOW THE GROUND.
 KV5994
 KV5994                          STATION RECOVERY (1995)
 KV5994
 KV5994'RECOVERY NOTE BY TWT CONS ENG 1995 (WPD)
 KV5994'RECOVERED AS DESCRIBED.
 KV5994
 KV5994                          STATION RECOVERY (2002)
 KV5994
 KV5994'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV5994'RECOVERED AS DESCRIBED
 KV5994'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5996 ***********************************************************************
 KV5996  DESIGNATION -  11184
 KV5996  PID         -  KV5996
 KV5996  STATE/COUNTY-  NJ/BURLINGTON
 KV5996  USGS QUAD   -  TRENTON EAST (1981)
 KV5996
 KV5996                         *CURRENT SURVEY CONTROL
 KV5996  ___________________________________________________________________
 KV5996* NAD 83(1986)-  40 10 00.     (N)    074 42 00.     (W)     SCALED    
 KV5996* NAVD 88     -        17.233  (meters)      56.54   (feet)  ADJUSTED  
 KV5996  ___________________________________________________________________
 KV5996  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV5996  DYNAMIC HT  -          17.226 (meters)      56.52  (feet)  COMP
 KV5996  MODELED GRAV-     980,194.4   (mgal)                       NAVD 88
 KV5996
 KV5996  VERT ORDER  -  FIRST     CLASS I
 KV5996
 KV5996.The horizontal coordinates were scaled from a topographic map and have
 KV5996.an estimated accuracy of +/- 6 seconds.
 KV5996
 KV5996.The orthometric height was determined by differential leveling
 KV5996.and adjusted by the National Geodetic Survey in June 1991..
 KV5996
 KV5996.The geoid height was determined by GEOID03.
 KV5996
 KV5996.The dynamic height is computed by dividing the NAVD 88
 KV5996.geopotential number by the normal gravity value computed on the
 KV5996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV5996.degrees latitude (g = 980.6199 gals.).
 KV5996
 KV5996.The modeled gravity was interpolated from observed gravity values.
 KV5996
 KV5996;                    North         East    Units  Estimated Accuracy
 KV5996;SPC NJ       -   148,040.      132,970.      MT  (+/- 180 meters Scaled)
 KV5996
 KV5996                          SUPERSEDED SURVEY CONTROL
 KV5996
 KV5996  NGVD 29 (01/10/92)   17.559  (m)           57.61   (f) ADJUSTED    1 1
 KV5996
 KV5996.Superseded values are not recommended for survey control.
 KV5996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5996.See file dsdata.txt to determine how the superseded data were derived.
 KV5996
 KV5996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK255462(NAD 83)
 KV5996_MARKER: DD = SURVEY DISK
 KV5996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5996_SP_SET: CONCRETE POST
 KV5996_STAMPING: 11184
 KV5996_MARK LOGO: NJGS  
 KV5996_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5996+STABILITY: SURFACE MOTION
 KV5996_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5996+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1988
 KV5996
 KV5996  HISTORY     - Date     Condition        Report By
 KV5996  HISTORY     - 1948     MONUMENTED       NJGS
 KV5996  HISTORY     - 19880722 GOOD             NJGS
 KV5996
 KV5996                          STATION DESCRIPTION
 KV5996
 KV5996'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV5996'2.48 KM (1.55 MI) SOUTH ALONG U.S. HIGHWAY 206 FROM THE JUNCTION OF
 KV5996'U.S. HIGHWAY 206, COUNTY ROUTE 524 AND WHITE HORSE ROAD AT THE WHITE
 KV5996'HORSE CIRCLE TO THE MARK SET IN THE GRASS MEDIAN NEAR THE MAPLE AVENUE
 KV5996'JUG HANDLE OF SOUTH BOUND HIGHWAY 206, 12.8 M (42.0 FT) SOUTH OF THE
 KV5996'EXTENDED CENTER OF LAUREL AVENUE, 0.58 M (1.9 FT) EAST OF THE EAST
 KV5996'CURB OF THE SOUTH BOUND LANE OF THE HIGHWAY, 4.28 M (14.0 FT) WEST OF
 KV5996'THE WEST CURB OF THE NORTH BOUND LANE, 80.6 M (264.4 FT) NORTH OF THE
 KV5996'CENTERLINE OF MAPLE AVENUE, 25.7 M (84.3 FT) SOUTHEAST OF POLE 61299BD
 KV5996'AND 0.3 M (1.0 FT) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5997 ***********************************************************************
 KV5997  DESIGNATION -  11185
 KV5997  PID         -  KV5997
 KV5997  STATE/COUNTY-  NJ/BURLINGTON
 KV5997  USGS QUAD   -  TRENTON EAST (1981)
 KV5997
 KV5997                         *CURRENT SURVEY CONTROL
 KV5997  ___________________________________________________________________
 KV5997* NAD 83(1986)-  40 10 11.     (N)    074 42 00.     (W)     SCALED    
 KV5997* NAVD 88     -        16.554  (meters)      54.31   (feet)  ADJUSTED  
 KV5997  ___________________________________________________________________
 KV5997  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV5997  DYNAMIC HT  -          16.547 (meters)      54.29  (feet)  COMP
 KV5997  MODELED GRAV-     980,194.0   (mgal)                       NAVD 88
 KV5997
 KV5997  VERT ORDER  -  FIRST     CLASS I
 KV5997
 KV5997.The horizontal coordinates were scaled from a topographic map and have
 KV5997.an estimated accuracy of +/- 6 seconds.
 KV5997
 KV5997.The orthometric height was determined by differential leveling
 KV5997.and adjusted by the National Geodetic Survey in June 1991..
 KV5997
 KV5997.The geoid height was determined by GEOID03.
 KV5997
 KV5997.The dynamic height is computed by dividing the NAVD 88
 KV5997.geopotential number by the normal gravity value computed on the
 KV5997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV5997.degrees latitude (g = 980.6199 gals.).
 KV5997
 KV5997.The modeled gravity was interpolated from observed gravity values.
 KV5997
 KV5997;                    North         East    Units  Estimated Accuracy
 KV5997;SPC NJ       -   148,380.      132,970.      MT  (+/- 180 meters Scaled)
 KV5997
 KV5997                          SUPERSEDED SURVEY CONTROL
 KV5997
 KV5997  NGVD 29 (01/10/92)   16.879  (m)           55.38   (f) ADJUSTED    1 1
 KV5997
 KV5997.Superseded values are not recommended for survey control.
 KV5997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5997.See file dsdata.txt to determine how the superseded data were derived.
 KV5997
 KV5997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK255466(NAD 83)
 KV5997_MARKER: DD = SURVEY DISK
 KV5997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5997_SP_SET: CONCRETE POST
 KV5997_STAMPING: 11185
 KV5997_MARK LOGO: NJGS  
 KV5997_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5997+STABILITY: SURFACE MOTION
 KV5997_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5997+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1988
 KV5997
 KV5997  HISTORY     - Date     Condition        Report By
 KV5997  HISTORY     - 1948     MONUMENTED       NJGS
 KV5997  HISTORY     - 19880722 GOOD             NJGS
 KV5997
 KV5997                          STATION DESCRIPTION
 KV5997
 KV5997'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV5997'2.16 KM (1.35 MI) SOUTH ALONG U.S. HIGHWAY 206 FROM THE JUNCTION OF
 KV5997'U.S. HIGHWAY 206, COUNTY ROUTE 524 AND WHITE HORSE ROAD AT THE WHITE
 KV5997'HORSE CIRCLE TO THE MARK SET IN THE GRASS MEDIAN, 15.5 M (50.9 FT)
 KV5997'WEST OF POWER POLE 60637BD, 0.61 M (2.0 FT) WEST OF THE WEST CURB OF
 KV5997'THE NORTH BOUND LANE, 4.14 M (13.6 FT) EAST OF THE EAST CURB OF THE
 KV5997'SOUTH BOUND LANE, 22.9 M (75.1 FT) SOUTHEAST OF POLE 61132BD, 34.0 M
 KV5997'(111.5 FT) SOUTH OF THE EXTENDED CENTER OF SPRUCE AVENUE, OPPOSITE THE
 KV5997'NORTH CORNER OF THE GLEN BROOK SHOPPING CENTRE AND 0.3 M (1.0 FT)
 KV5997'BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5998 ***********************************************************************
 KV5998  DESIGNATION -  11186
 KV5998  PID         -  KV5998
 KV5998  STATE/COUNTY-  NJ/BURLINGTON
 KV5998  USGS QUAD   -  TRENTON EAST (1981)
 KV5998
 KV5998                         *CURRENT SURVEY CONTROL
 KV5998  ___________________________________________________________________
 KV5998* NAD 83(1986)-  40 10 22.     (N)    074 41 57.     (W)     SCALED    
 KV5998* NAVD 88     -        21.121  (meters)      69.29   (feet)  ADJUSTED  
 KV5998  ___________________________________________________________________
 KV5998  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV5998  DYNAMIC HT  -          21.111 (meters)      69.26  (feet)  COMP
 KV5998  MODELED GRAV-     980,193.6   (mgal)                       NAVD 88
 KV5998
 KV5998  VERT ORDER  -  FIRST     CLASS I
 KV5998
 KV5998.The horizontal coordinates were scaled from a topographic map and have
 KV5998.an estimated accuracy of +/- 6 seconds.
 KV5998
 KV5998.The orthometric height was determined by differential leveling
 KV5998.and adjusted by the National Geodetic Survey in June 1991..
 KV5998
 KV5998.The geoid height was determined by GEOID03.
 KV5998
 KV5998.The dynamic height is computed by dividing the NAVD 88
 KV5998.geopotential number by the normal gravity value computed on the
 KV5998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV5998.degrees latitude (g = 980.6199 gals.).
 KV5998
 KV5998.The modeled gravity was interpolated from observed gravity values.
 KV5998
 KV5998;                    North         East    Units  Estimated Accuracy
 KV5998;SPC NJ       -   148,720.      133,040.      MT  (+/- 180 meters Scaled)
 KV5998
 KV5998                          SUPERSEDED SURVEY CONTROL
 KV5998
 KV5998  NGVD 29 (01/10/92)   21.446  (m)           70.36   (f) ADJUSTED    1 1
 KV5998
 KV5998.Superseded values are not recommended for survey control.
 KV5998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5998.See file dsdata.txt to determine how the superseded data were derived.
 KV5998
 KV5998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK256469(NAD 83)
 KV5998_MARKER: DD = SURVEY DISK
 KV5998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5998_SP_SET: CONCRETE POST
 KV5998_STAMPING: 11186
 KV5998_MARK LOGO: NJGS  
 KV5998_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5998+STABILITY: SURFACE MOTION
 KV5998_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5998+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1988
 KV5998
 KV5998  HISTORY     - Date     Condition        Report By
 KV5998  HISTORY     - 1948     MONUMENTED       NJGS
 KV5998  HISTORY     - 19880722 GOOD             NJGS
 KV5998
 KV5998                          STATION DESCRIPTION
 KV5998
 KV5998'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV5998'1.8 KM (1.15 MI) SOUTH ALONG U.S. HIGHWAY 206 FROM THE JUNCTION OF
 KV5998'U.S. HIGHWAY 206, COUNTY ROUTE 524 AND WHITE HORSE ROAD AT THE WHITE
 KV5998'HORSE CIRCLE TO THE MARK SET TO THE SITE OF MISSION ROAD AND LIBERTY
 KV5998'AVENUE ON THE LEFT.  SET IN THE SIDEWALK AREA IN FRONT OF A 2 1/2
 KV5998'STORY HOUSE, NUMBER 753.  0.55 M (1.8 FT) EAST OF THE EAST CURB OF
 KV5998'MISSION ROAD, 1.9 M (6.2 FT) SOUTH OF THE SOUTH CURB OF LIBERTY
 KV5998'AVENUE, 1.46 M (4.8 FT) WEST OF THE WEST FACE OF A RETAINING WALL, 4.0
 KV5998'M (13.1 FT) SOUTHWEST OF A FIRE HYDRANT AND 0.05 M (0.2 FT) BELOW THE
 KV5998'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6001 ***********************************************************************
 KV6001  DESIGNATION -  11188
 KV6001  PID         -  KV6001
 KV6001  STATE/COUNTY-  NJ/BURLINGTON
 KV6001  USGS QUAD   -  TRENTON EAST (1981)
 KV6001
 KV6001                         *CURRENT SURVEY CONTROL
 KV6001  ___________________________________________________________________
 KV6001* NAD 83(1986)-  40 10 44.     (N)    074 42 15.     (W)     SCALED    
 KV6001* NAVD 88     -        13.134  (meters)      43.09   (feet)  ADJUSTED  
 KV6001  ___________________________________________________________________
 KV6001  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV6001  DYNAMIC HT  -          13.128 (meters)      43.07  (feet)  COMP
 KV6001  MODELED GRAV-     980,192.0   (mgal)                       NAVD 88
 KV6001
 KV6001  VERT ORDER  -  FIRST     CLASS I
 KV6001
 KV6001.The horizontal coordinates were scaled from a topographic map and have
 KV6001.an estimated accuracy of +/- 6 seconds.
 KV6001
 KV6001.The orthometric height was determined by differential leveling
 KV6001.and adjusted by the National Geodetic Survey in June 1991..
 KV6001
 KV6001.The geoid height was determined by GEOID03.
 KV6001
 KV6001.The dynamic height is computed by dividing the NAVD 88
 KV6001.geopotential number by the normal gravity value computed on the
 KV6001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6001.degrees latitude (g = 980.6199 gals.).
 KV6001
 KV6001.The modeled gravity was interpolated from observed gravity values.
 KV6001
 KV6001;                    North         East    Units  Estimated Accuracy
 KV6001;SPC NJ       -   149,400.      132,610.      MT  (+/- 180 meters Scaled)
 KV6001
 KV6001                          SUPERSEDED SURVEY CONTROL
 KV6001
 KV6001  NGVD 29 (01/10/92)   13.459  (m)           44.16   (f) ADJUSTED    1 1
 KV6001
 KV6001.Superseded values are not recommended for survey control.
 KV6001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6001.See file dsdata.txt to determine how the superseded data were derived.
 KV6001
 KV6001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK251476(NAD 83)
 KV6001_MARKER: DD = SURVEY DISK
 KV6001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6001_SP_SET: CONCRETE POST
 KV6001_STAMPING: 11188 NJGS
 KV6001_MARK LOGO: NJGS  
 KV6001_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6001+STABILITY: SURFACE MOTION
 KV6001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6001+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1988
 KV6001
 KV6001  HISTORY     - Date     Condition        Report By
 KV6001  HISTORY     - 1948     MONUMENTED       NJGS
 KV6001  HISTORY     - 19880715 GOOD             NJGS
 KV6001
 KV6001                          STATION DESCRIPTION
 KV6001
 KV6001'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6001'1.12KM (0.70 MI) SOUTH ALONG U.S. HIGHWAY 206 FROM THE JUNCTION OF
 KV6001'U.S. HIGHWAY 206, COUNTY ROUTE 524 AND WHITE HORSE ROAD AT THE WHITE
 KV6001'HORSE CIRCLE TO THE MARK ON THE MEDIAN GRASS ISLAND, 23.2 M (76.1 FT)
 KV6001'NORTH OF THE CENTERLINE OF THE FERNWOOD AVENUE, 1.24 M (4.1 FT) EAST
 KV6001'OF THE EAST CURB OF THE HIGHWAY, 4.8 M (15.7 FT) WEST OF THE WEST CURB
 KV6001'OF THE HIGHWAY 18.3 M (60.0 FT) SOUTHEAST OF POLE E60454, 36.3 M
 KV6001'(119.1 FT) NORTH OF THE NORTHEAST CURB OF INLET ON THE EAST CURB OF
 KV6001'THE HIGHWAY, ABOUT IN THE LINE WITH THE SOUTH END OF THE HOUSE NO 584
 KV6001'ON THE SOUTH BOUND HIGHWAY. THE MARK IS 0.3 M (1.0 FT) BELOW THE
 KV6001'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6004 ***********************************************************************
 KV6004  DESIGNATION -  11189
 KV6004  PID         -  KV6004
 KV6004  STATE/COUNTY-  NJ/MERCER
 KV6004  USGS QUAD   -  TRENTON EAST (1981)
 KV6004
 KV6004                         *CURRENT SURVEY CONTROL
 KV6004  ___________________________________________________________________
 KV6004* NAD 83(1986)-  40 10 58.     (N)    074 42 17.     (W)     SCALED    
 KV6004* NAVD 88     -         4.755  (meters)      15.60   (feet)  ADJUSTED  
 KV6004  ___________________________________________________________________
 KV6004  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV6004  DYNAMIC HT  -           4.753 (meters)      15.59  (feet)  COMP
 KV6004  MODELED GRAV-     980,191.3   (mgal)                       NAVD 88
 KV6004
 KV6004  VERT ORDER  -  FIRST     CLASS I
 KV6004
 KV6004.The horizontal coordinates were scaled from a topographic map and have
 KV6004.an estimated accuracy of +/- 6 seconds.
 KV6004
 KV6004.The orthometric height was determined by differential leveling
 KV6004.and adjusted by the National Geodetic Survey in June 1991..
 KV6004
 KV6004.The geoid height was determined by GEOID03.
 KV6004
 KV6004.The dynamic height is computed by dividing the NAVD 88
 KV6004.geopotential number by the normal gravity value computed on the
 KV6004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6004.degrees latitude (g = 980.6199 gals.).
 KV6004
 KV6004.The modeled gravity was interpolated from observed gravity values.
 KV6004
 KV6004;                    North         East    Units  Estimated Accuracy
 KV6004;SPC NJ       -   149,830.      132,570.      MT  (+/- 180 meters Scaled)
 KV6004
 KV6004                          SUPERSEDED SURVEY CONTROL
 KV6004
 KV6004  NGVD 29 (01/10/92)    5.082  (m)           16.67   (f) ADJUSTED    1 1
 KV6004
 KV6004.Superseded values are not recommended for survey control.
 KV6004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6004.See file dsdata.txt to determine how the superseded data were derived.
 KV6004
 KV6004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK251480(NAD 83)
 KV6004_MARKER: DD = SURVEY DISK
 KV6004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6004_SP_SET: CONCRETE POST
 KV6004_STAMPING: 11189
 KV6004_MARK LOGO: NJGS  
 KV6004_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6004+STABILITY: SURFACE MOTION
 KV6004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6004+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1989
 KV6004
 KV6004  HISTORY     - Date     Condition        Report By
 KV6004  HISTORY     - 1948     MONUMENTED       NJGS
 KV6004  HISTORY     - 19880715 GOOD             NJGS
 KV6004  HISTORY     - 19890710 GOOD             NJGS
 KV6004
 KV6004                          STATION DESCRIPTION
 KV6004
 KV6004'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6004'0.64 KM (0.40 MI) SOUTH ALONG U.S. HIGHWAY 206 FROM THE JUNCTION OF
 KV6004'U.S. HIGHWAY 206, COUNTY ROUTE 524 AND WHITE HORSE ROAD AT THE WHITE
 KV6004'HORSE CIRCLE TO THE MARK ON THE MEDIAN GRASS ISLAND TO THE NORTH SIDE
 KV6004'OF CROSSWICK CREEK, 69.2 M (227.0 FT) NORTH FROM THE BALUSTRADE, 69.6
 KV6004'M (228.3 FT) NORTHEAST FROM THE SOUTH BOUND LANE BALUSTRADE, 1.2 M
 KV6004'(3.9 FT) WEST OF THE WEST CURB OF THE NORTHBOUND LANE 5.8 M (19.0 FT)
 KV6004'EAST OF THE CURB OF THE SOUTH BOUND LANE, SET 0.6 M (2.0 FT) BELOW
 KV6004'GROUND.
 KV6004
 KV6004                          STATION RECOVERY (1989)
 KV6004
 KV6004'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV6004'IN HAMILTON TOWNSHIP, SET IN THE GRASS MEDIAN OF U.S. ROUTE 206 ON
 KV6004'THE NORTH SIDE OF CROSSWICKS CREEK, 0.64 KM (0.40 MI) SOUTH ALONG
 KV6004'ROUTE 206 FROM THE JUNCTION OF ROUTE 206, SOUTH BROAD STREET AND
 KV6004'WHITE HORSE AVENUE, ALSO KNOWN AS THE WHITE HORSE CIRCLE, 69.2 M
 KV6004'(227.0 FT) NORTH OF THE NORTHWEST BALUSTRADE END POST OF THE
 KV6004'NORTHBOUND LANES OF ROUTE 206, 69.6 M (228.3 FT) NORTHEAST FROM THE
 KV6004'NORTHEAST BALUSTRADE END POST OF THE SOUTHBOUND LANES OF ROUTE 206,
 KV6004'5.8 M (19.0 FT) EAST OF THE CURB OF THE SOUTHBOUND LANES, SET 0.6 M
 KV6004'(2.0 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6345 ***********************************************************************
 KV6345  DESIGNATION -  11190
 KV6345  PID         -  KV6345
 KV6345  STATE/COUNTY-  NJ/MERCER
 KV6345  USGS QUAD   -  TRENTON EAST (1981)
 KV6345
 KV6345                         *CURRENT SURVEY CONTROL
 KV6345  ___________________________________________________________________
 KV6345* NAD 83(1986)-  40 11 17.     (N)    074 42 01.     (W)     SCALED    
 KV6345* NAVD 88     -        19.157  (meters)      62.85   (feet)  ADJUSTED  
 KV6345  ___________________________________________________________________
 KV6345  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV6345  DYNAMIC HT  -          19.149 (meters)      62.82  (feet)  COMP
 KV6345  MODELED GRAV-     980,190.9   (mgal)                       NAVD 88
 KV6345
 KV6345  VERT ORDER  -  FIRST     CLASS II
 KV6345
 KV6345.The horizontal coordinates were scaled from a topographic map and have
 KV6345.an estimated accuracy of +/- 6 seconds.
 KV6345
 KV6345.The orthometric height was determined by differential leveling
 KV6345.and adjusted by the National Geodetic Survey in June 1991..
 KV6345
 KV6345.The geoid height was determined by GEOID03.
 KV6345
 KV6345.The dynamic height is computed by dividing the NAVD 88
 KV6345.geopotential number by the normal gravity value computed on the
 KV6345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6345.degrees latitude (g = 980.6199 gals.).
 KV6345
 KV6345.The modeled gravity was interpolated from observed gravity values.
 KV6345
 KV6345;                    North         East    Units  Estimated Accuracy
 KV6345;SPC NJ       -   150,410.      132,950.      MT  (+/- 180 meters Scaled)
 KV6345
 KV6345                          SUPERSEDED SURVEY CONTROL
 KV6345
 KV6345  NGVD 29 (01/10/92)   19.484  (m)           63.92   (f) ADJUSTED    1 2
 KV6345
 KV6345.Superseded values are not recommended for survey control.
 KV6345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6345.See file dsdata.txt to determine how the superseded data were derived.
 KV6345
 KV6345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK255486(NAD 83)
 KV6345_MARKER: DD = SURVEY DISK
 KV6345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6345_SP_SET: CONCRETE POST
 KV6345_STAMPING: 11190
 KV6345_MARK LOGO: NJGS  
 KV6345_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6345+STABILITY: SURFACE MOTION
 KV6345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6345+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1989
 KV6345
 KV6345  HISTORY     - Date     Condition        Report By
 KV6345  HISTORY     - 1949     MONUMENTED       NJGS
 KV6345  HISTORY     - 19890710 GOOD             NJGS
 KV6345
 KV6345                          STATION DESCRIPTION
 KV6345
 KV6345'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6345'THE STATION IS IN HAMILTON TOWNSHIP, 0.4 KM (0.2 MI) EAST ON SOUTH
 KV6345'BROAD STREET FROM ITS JUNCTION WITH U.S. ROUTE 206 AND WHITE HORSE
 KV6345'AVENUE, ALSO KNOWN AS THE WHITE HORSE CIRCLE, TO THE MARK ON THE
 KV6345'LEFT, 39.17 M (128.51 FT) EAST OF THE EXTENDED EAST HOUSE LINE OF
 KV6345'NUMBER 3332, 16.85 M (55.28 FT) EAST OF POLE NUMBER 11, 17.59 M
 KV6345'(57.71 FT) WEST OF POLE NUMBER 12, 0.59 M (1.94 FT) NORTH OF THE
 KV6345'NORTH CURBLINE OF SOUTH BROAD STREET, 15.24 M (50.00 FT) NORTHEAST OF
 KV6345'POLE NUMBERS 7432 100A, SET 0.3 M (1.0 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6017 ***********************************************************************
 KV6017  DESIGNATION -  11193
 KV6017  PID         -  KV6017
 KV6017  STATE/COUNTY-  NJ/MERCER
 KV6017  USGS QUAD   -  TRENTON WEST (1995)
 KV6017
 KV6017                         *CURRENT SURVEY CONTROL
 KV6017  ___________________________________________________________________
 KV6017* NAD 83(1986)-  40 12 05.     (N)    074 45 27.     (W)     SCALED    
 KV6017* NAVD 88     -        10.885  (meters)      35.71   (feet)  ADJUSTED  
 KV6017  ___________________________________________________________________
 KV6017  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV6017  DYNAMIC HT  -          10.880 (meters)      35.70  (feet)  COMP
 KV6017  MODELED GRAV-     980,181.6   (mgal)                       NAVD 88
 KV6017
 KV6017  VERT ORDER  -  FIRST     CLASS I
 KV6017
 KV6017.The horizontal coordinates were scaled from a topographic map and have
 KV6017.an estimated accuracy of +/- 6 seconds.
 KV6017
 KV6017.The orthometric height was determined by differential leveling
 KV6017.and adjusted by the National Geodetic Survey in June 1991..
 KV6017
 KV6017.The geoid height was determined by GEOID03.
 KV6017
 KV6017.The dynamic height is computed by dividing the NAVD 88
 KV6017.geopotential number by the normal gravity value computed on the
 KV6017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6017.degrees latitude (g = 980.6199 gals.).
 KV6017
 KV6017.The modeled gravity was interpolated from observed gravity values.
 KV6017
 KV6017;                    North         East    Units  Estimated Accuracy
 KV6017;SPC NJ       -   151,910.      128,080.      MT  (+/- 180 meters Scaled)
 KV6017
 KV6017                          SUPERSEDED SURVEY CONTROL
 KV6017
 KV6017  NGVD 29 (01/10/92)   11.208  (m)           36.77   (f) ADJUSTED    1 1
 KV6017
 KV6017.Superseded values are not recommended for survey control.
 KV6017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6017.See file dsdata.txt to determine how the superseded data were derived.
 KV6017
 KV6017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK206501(NAD 83)
 KV6017_MARKER: DD = SURVEY DISK
 KV6017_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6017_SP_SET: SIDEWALK
 KV6017_STAMPING: 11193
 KV6017_MARK LOGO: NJGS  
 KV6017_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6017+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6017
 KV6017  HISTORY     - Date     Condition        Report By
 KV6017  HISTORY     - 1948     MONUMENTED       NJGS
 KV6017  HISTORY     - 19881111 GOOD             NJGS
 KV6017  HISTORY     - 20020202 GOOD             NJGS
 KV6017
 KV6017                          STATION DESCRIPTION
 KV6017
 KV6017'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6017'IN TRENTON, LOCATED ON CENTER STREET IN BETWEEN HOUSE NUMBERS 646 AND
 KV6017'648, 11.85 M (38.9 FT) SOUTHEAST OF POLE NUMBER 61183, 1.7 M (5.6 FT)
 KV6017'SOUTHWEST OF NORTHEAST CORNER OF HOUSE 646, 1.7 M (5.6 FT) SOUTHEAST
 KV6017'OF THE NORTHWEST CORNER OF HOUSE NUMBER 648, SET FLUSH WITH THE
 KV6017'SIDEWALK.
 KV6017
 KV6017                          STATION RECOVERY (2002)
 KV6017
 KV6017'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6017'RECOVERED AS DESCRIBED.
 KV6017' 
 KV6017'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6008 ***********************************************************************
 KV6008  DESIGNATION -  11195
 KV6008  PID         -  KV6008
 KV6008  STATE/COUNTY-  NJ/MERCER
 KV6008  USGS QUAD   -  TRENTON EAST (1981)
 KV6008
 KV6008                         *CURRENT SURVEY CONTROL
 KV6008  ___________________________________________________________________
 KV6008* NAD 83(1986)-  40 11 59.     (N)    074 44 32.     (W)     SCALED    
 KV6008* NAVD 88     -        12.551  (meters)      41.18   (feet)  ADJUSTED  
 KV6008  ___________________________________________________________________
 KV6008  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV6008  DYNAMIC HT  -          12.546 (meters)      41.16  (feet)  COMP
 KV6008  MODELED GRAV-     980,183.7   (mgal)                       NAVD 88
 KV6008
 KV6008  VERT ORDER  -  FIRST     CLASS I
 KV6008
 KV6008.The horizontal coordinates were scaled from a topographic map and have
 KV6008.an estimated accuracy of +/- 6 seconds.
 KV6008
 KV6008.The orthometric height was determined by differential leveling
 KV6008.and adjusted by the National Geodetic Survey in June 1991..
 KV6008
 KV6008.The geoid height was determined by GEOID03.
 KV6008
 KV6008.The dynamic height is computed by dividing the NAVD 88
 KV6008.geopotential number by the normal gravity value computed on the
 KV6008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6008.degrees latitude (g = 980.6199 gals.).
 KV6008
 KV6008.The modeled gravity was interpolated from observed gravity values.
 KV6008
 KV6008;                    North         East    Units  Estimated Accuracy
 KV6008;SPC NJ       -   151,720.      129,380.      MT  (+/- 180 meters Scaled)
 KV6008
 KV6008                          SUPERSEDED SURVEY CONTROL
 KV6008
 KV6008  NGVD 29 (01/10/92)   12.877  (m)           42.25   (f) ADJUSTED    1 1
 KV6008
 KV6008.Superseded values are not recommended for survey control.
 KV6008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6008.See file dsdata.txt to determine how the superseded data were derived.
 KV6008
 KV6008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK219499(NAD 83)
 KV6008_MARKER: DD = SURVEY DISK
 KV6008_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6008_SP_SET: SIDEWALK
 KV6008_STAMPING: 11195
 KV6008_MARK LOGO: NJGS  
 KV6008_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6008+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1988
 KV6008
 KV6008  HISTORY     - Date     Condition        Report By
 KV6008  HISTORY     - 1948     MONUMENTED       NJGS
 KV6008  HISTORY     - 19880811 GOOD             NJGS
 KV6008
 KV6008                          STATION DESCRIPTION
 KV6008
 KV6008'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6008'IN TRENTON, LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 KV6008'LALOR AND STANTON STREETS, 6.9 M (22.6 FT) NORTH OF THE CENTERLINE OF
 KV6008'LALOR STREET, 6.5 M (21.3 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 KV6008'HOUSE NUMBER 4, 12.9 M (42.3 FT) SOUTH OF THE SOUTHEAST CORNER OF
 KV6008'HOUSE NUMBER 8. THE DISK IS FLUSH WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6007 ***********************************************************************
 KV6007  DESIGNATION -  11196 A
 KV6007  PID         -  KV6007
 KV6007  STATE/COUNTY-  NJ/MERCER
 KV6007  USGS QUAD   -  TRENTON EAST (1981)
 KV6007
 KV6007                         *CURRENT SURVEY CONTROL
 KV6007  ___________________________________________________________________
 KV6007* NAD 83(1986)-  40 12 03.     (N)    074 44 09.     (W)     SCALED    
 KV6007* NAVD 88     -        16.094  (meters)      52.80   (feet)  ADJUSTED  
 KV6007  ___________________________________________________________________
 KV6007  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV6007  DYNAMIC HT  -          16.087 (meters)      52.78  (feet)  COMP
 KV6007  MODELED GRAV-     980,184.3   (mgal)                       NAVD 88
 KV6007
 KV6007  VERT ORDER  -  FIRST     CLASS I
 KV6007
 KV6007.The horizontal coordinates were scaled from a topographic map and have
 KV6007.an estimated accuracy of +/- 6 seconds.
 KV6007
 KV6007.The orthometric height was determined by differential leveling
 KV6007.and adjusted by the National Geodetic Survey in June 1991..
 KV6007
 KV6007.The geoid height was determined by GEOID03.
 KV6007
 KV6007.The dynamic height is computed by dividing the NAVD 88
 KV6007.geopotential number by the normal gravity value computed on the
 KV6007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6007.degrees latitude (g = 980.6199 gals.).
 KV6007
 KV6007.The modeled gravity was interpolated from observed gravity values.
 KV6007
 KV6007;                    North         East    Units  Estimated Accuracy
 KV6007;SPC NJ       -   151,840.      129,920.      MT  (+/- 180 meters Scaled)
 KV6007
 KV6007                          SUPERSEDED SURVEY CONTROL
 KV6007
 KV6007  NGVD 29 (01/10/92)   16.420  (m)           53.87   (f) ADJUSTED    1 1
 KV6007
 KV6007.Superseded values are not recommended for survey control.
 KV6007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6007.See file dsdata.txt to determine how the superseded data were derived.
 KV6007
 KV6007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK224500(NAD 83)
 KV6007_MARKER: DD = SURVEY DISK
 KV6007_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6007_SP_SET: SIDEWALK
 KV6007_STAMPING: 11196 A
 KV6007_MARK LOGO: NJGS  
 KV6007_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6007+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1988
 KV6007
 KV6007  HISTORY     - Date     Condition        Report By
 KV6007  HISTORY     - 1948     MONUMENTED       NJGS
 KV6007  HISTORY     - 19880811 GOOD             NJGS
 KV6007
 KV6007                          STATION DESCRIPTION
 KV6007
 KV6007'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6007'IN TRENTON, AT THE NORTHWEST CORNER OF THE INTERSECTION OF BROAD AND
 KV6007'LALOR STREETS, 14.9 M (48.9 FT) SOUTHWEST OF THE CENTERLINE OF BROAD
 KV6007'STREET, 7.4 M (24.3 FT) NORTHWEST OF THE CENTERLINE OF LALOR STREET,
 KV6007'9.55 M (31.3 FT) NORTHEAST OF A DRILL HOLE IN THE CONCRETE CURB OF
 KV6007'LALOR STREET AND 6.6 M (21.7 FT) WEST OF A DRILL HOLE IN THE CONCRETE
 KV6007'SIDEWALK. THE DISK IS FLUSH WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6018 ***********************************************************************
 KV6018  DESIGNATION -  11198
 KV6018  PID         -  KV6018
 KV6018  STATE/COUNTY-  NJ/MERCER
 KV6018  USGS QUAD   -  TRENTON EAST (1981)
 KV6018
 KV6018                         *CURRENT SURVEY CONTROL
 KV6018  ___________________________________________________________________
 KV6018* NAD 83(1986)-  40 12 20.     (N)    074 44 05.     (W)     SCALED    
 KV6018* NAVD 88     -        14.967  (meters)      49.10   (feet)  ADJUSTED  
 KV6018  ___________________________________________________________________
 KV6018  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV6018  DYNAMIC HT  -          14.960 (meters)      49.08  (feet)  COMP
 KV6018  MODELED GRAV-     980,183.5   (mgal)                       NAVD 88
 KV6018
 KV6018  VERT ORDER  -  FIRST     CLASS I
 KV6018
 KV6018.The horizontal coordinates were scaled from a topographic map and have
 KV6018.an estimated accuracy of +/- 6 seconds.
 KV6018
 KV6018.The orthometric height was determined by differential leveling
 KV6018.and adjusted by the National Geodetic Survey in June 1991..
 KV6018
 KV6018.The geoid height was determined by GEOID03.
 KV6018
 KV6018.The dynamic height is computed by dividing the NAVD 88
 KV6018.geopotential number by the normal gravity value computed on the
 KV6018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6018.degrees latitude (g = 980.6199 gals.).
 KV6018
 KV6018.The modeled gravity was interpolated from observed gravity values.
 KV6018
 KV6018;                    North         East    Units  Estimated Accuracy
 KV6018;SPC NJ       -   152,360.      130,020.      MT  (+/- 180 meters Scaled)
 KV6018
 KV6018                          SUPERSEDED SURVEY CONTROL
 KV6018
 KV6018  NGVD 29 (01/10/92)   15.293  (m)           50.17   (f) ADJUSTED    1 1
 KV6018
 KV6018.Superseded values are not recommended for survey control.
 KV6018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6018.See file dsdata.txt to determine how the superseded data were derived.
 KV6018
 KV6018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK225506(NAD 83)
 KV6018_MARKER: DD = SURVEY DISK
 KV6018_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6018_SP_SET: SIDEWALK
 KV6018_STAMPING: 11198
 KV6018_MARK LOGO: NJGS  
 KV6018_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6018+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1988
 KV6018
 KV6018  HISTORY     - Date     Condition        Report By
 KV6018  HISTORY     - 1948     MONUMENTED       NJGS
 KV6018  HISTORY     - 19881111 GOOD             NJGS
 KV6018
 KV6018                          STATION DESCRIPTION
 KV6018
 KV6018'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6018'IN THE CITY OF TRENTON, ON THE SOUTHWEST CORNER OF HOWELL AND CHAMBERS
 KV6018'STREETS, 3.8 M (12.5 FT) WEST OF A FIRE HYDRANT, 1.65 M (5.4 FT) SOUTH
 KV6018'OF THE SOUTH CURBLINE OF HOWELL STREET, 3.0 M (9.8 FT) NORTHWEST OF
 KV6018'THE NORTHWEST CORNER OF AN INLET CURBPIECE, 3.95 M (13.0 FT) NORTHWEST
 KV6018'OF POWER POLE NUMBER A6520 TN. SET FLUSH WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6032 ***********************************************************************
 KV6032  DESIGNATION -  11199 B
 KV6032  PID         -  KV6032
 KV6032  STATE/COUNTY-  NJ/MERCER
 KV6032  USGS QUAD   -  TRENTON WEST (1995)
 KV6032
 KV6032                         *CURRENT SURVEY CONTROL
 KV6032  ___________________________________________________________________
 KV6032* NAD 83(1986)-  40 12 27.     (N)    074 45 42.     (W)     SCALED    
 KV6032* NAVD 88     -         7.259  (meters)      23.82   (feet)  ADJUSTED  
 KV6032  ___________________________________________________________________
 KV6032  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KV6032  DYNAMIC HT  -           7.256 (meters)      23.81  (feet)  COMP
 KV6032  MODELED GRAV-     980,179.9   (mgal)                       NAVD 88
 KV6032
 KV6032  VERT ORDER  -  FIRST     CLASS I
 KV6032
 KV6032.The horizontal coordinates were scaled from a topographic map and have
 KV6032.an estimated accuracy of +/- 6 seconds.
 KV6032
 KV6032.The orthometric height was determined by differential leveling
 KV6032.and adjusted by the National Geodetic Survey in June 1991..
 KV6032
 KV6032.The geoid height was determined by GEOID03.
 KV6032
 KV6032.The dynamic height is computed by dividing the NAVD 88
 KV6032.geopotential number by the normal gravity value computed on the
 KV6032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6032.degrees latitude (g = 980.6199 gals.).
 KV6032
 KV6032.The modeled gravity was interpolated from observed gravity values.
 KV6032
 KV6032;                    North         East    Units  Estimated Accuracy
 KV6032;SPC NJ       -   152,590.      127,730.      MT  (+/- 180 meters Scaled)
 KV6032
 KV6032                          SUPERSEDED SURVEY CONTROL
 KV6032
 KV6032  NGVD 29 (01/10/92)    7.581  (m)           24.87   (f) ADJUSTED    1 1
 KV6032
 KV6032.Superseded values are not recommended for survey control.
 KV6032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6032.See file dsdata.txt to determine how the superseded data were derived.
 KV6032
 KV6032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK202508(NAD 83)
 KV6032_MARKER: DD = SURVEY DISK
 KV6032_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6032_SP_SET: SIDEWALK
 KV6032_STAMPING: 11199 B
 KV6032_MARK LOGO: NJGS  
 KV6032_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6032+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1988
 KV6032
 KV6032  HISTORY     - Date     Condition        Report By
 KV6032  HISTORY     - 1960     MONUMENTED       NJGS
 KV6032  HISTORY     - 19881211 GOOD             NJGS
 KV6032  HISTORY     - 20010525 MARK NOT FOUND   NJGS
 KV6032
 KV6032                          STATION DESCRIPTION
 KV6032
 KV6032'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6032'IN TRENTON, ON THE SOUTHEAST SIDE OF FEDERAL STREET AT THE
 KV6032'INTERSECTION WITH UNION STREET, 2.75 M (9.0 FT) NORTH OF THE NORTH
 KV6032'CORNER OF HOUSE NUMBER 203, 24.06 M (78.9 FT) SOUTH OF POLE NUMBER
 KV6032'61437, 13.96 M (45.8 FT) SOUTHEAST OF POLE NUMBER 61436, 15.97 M
 KV6032'(52.4 FT) EAST OF A FIRE HYDRANT, 11.96 M (39.2 FT) WEST OF A CORNER
 KV6032'OF A CYCLONE FENCE, SET FLUSH WITH THE SIDEWALK.
 KV6032
 KV6032                          STATION RECOVERY (2001)
 KV6032
 KV6032'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 KV6032'THE STATION WAS NOT RECOVERED AT THIS TIME.  NEW SIDEWALK CONSTRUCTION
 KV6032' 
 KV6032'WAS DONE IN THE AREA.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0622 ***********************************************************************
 JU0622  DESIGNATION -  112 CNJRR
 JU0622  PID         -  JU0622
 JU0622  STATE/COUNTY-  NJ/ATLANTIC
 JU0622  USGS QUAD   -  BUENA (1970)
 JU0622
 JU0622                         *CURRENT SURVEY CONTROL
 JU0622  ___________________________________________________________________
 JU0622* NAD 83(1986)-  39 33 47.     (N)    074 54 44.     (W)     SCALED    
 JU0622* NAVD 88     -        33.647  (meters)     110.39   (feet)  ADJUSTED  
 JU0622  ___________________________________________________________________
 JU0622  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JU0622  DYNAMIC HT  -          33.630 (meters)     110.33  (feet)  COMP
 JU0622  MODELED GRAV-     980,115.7   (mgal)                       NAVD 88
 JU0622
 JU0622  VERT ORDER  -  SECOND    CLASS 0
 JU0622
 JU0622.The horizontal coordinates were scaled from a topographic map and have
 JU0622.an estimated accuracy of +/- 6 seconds.
 JU0622
 JU0622.The orthometric height was determined by differential leveling
 JU0622.and adjusted by the National Geodetic Survey in June 1991..
 JU0622
 JU0622.The geoid height was determined by GEOID03.
 JU0622
 JU0622.The dynamic height is computed by dividing the NAVD 88
 JU0622.geopotential number by the normal gravity value computed on the
 JU0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0622.degrees latitude (g = 980.6199 gals.).
 JU0622
 JU0622.The modeled gravity was interpolated from observed gravity values.
 JU0622
 JU0622;                    North         East    Units  Estimated Accuracy
 JU0622;SPC NJ       -    81,090.      114,580.      MT  (+/- 180 meters Scaled)
 JU0622
 JU0622                          SUPERSEDED SURVEY CONTROL
 JU0622
 JU0622  NGVD 29 (??/??/??)   34.015  (m)          111.60   (f) ADJUSTED    2 0
 JU0622
 JU0622.Superseded values are not recommended for survey control.
 JU0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0622.See file dsdata.txt to determine how the superseded data were derived.
 JU0622
 JU0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ075792(NAD 83)
 JU0622_MARKER: Z = SEE DESCRIPTION
 JU0622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0622_SP_SET: MILEPOST BASE
 JU0622_MARK LOGO: CNJRR 
 JU0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0622
 JU0622  HISTORY     - Date     Condition        Report By
 JU0622  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0622  HISTORY     - 1935     GOOD             CGS
 JU0622  HISTORY     - 1943     GOOD             CGS
 JU0622
 JU0622                          STATION DESCRIPTION
 JU0622
 JU0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0622'3.1 MI NE FROM LANDISVILLE.
 JU0622'3.1 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0622'THE STATION AT LANDISVILLE, ATLANTIC COUNTY, AT MILEPOST 112, IN
 JU0622'THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER LINE
 JU0622'OF THE TRACK.  A RAISED LUG.
 JU0622
 JU0622                          STATION RECOVERY (1943)
 JU0622
 JU0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 JU0622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0228 ***********************************************************************
 JU0228  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0228  DESIGNATION -  11211 NJGS
 JU0228  PID         -  JU0228
 JU0228  STATE/COUNTY-  NJ/OCEAN
 JU0228  USGS QUAD   -  TUCKERTON (1995)
 JU0228
 JU0228                         *CURRENT SURVEY CONTROL
 JU0228  ___________________________________________________________________
 JU0228* NAD 83(1986)-  39 36 04.     (N)    074 20 24.     (W)     SCALED    
 JU0228* NAVD 88     -         2.015  (meters)       6.61   (feet)  ADJUSTED  
 JU0228  ___________________________________________________________________
 JU0228  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU0228  DYNAMIC HT  -           2.014 (meters)       6.61  (feet)  COMP
 JU0228  MODELED GRAV-     980,152.9   (mgal)                       NAVD 88
 JU0228
 JU0228  VERT ORDER  -  SECOND    CLASS 0
 JU0228
 JU0228.The horizontal coordinates were scaled from a topographic map and have
 JU0228.an estimated accuracy of +/- 6 seconds.
 JU0228
 JU0228.The orthometric height was determined by differential leveling
 JU0228.and adjusted by the National Geodetic Survey in June 1991..
 JU0228
 JU0228.This Tidal Bench Mark is designated as VM 2634
 JU0228.by the Center for Operational Oceanographic Products and Services.
 JU0228
 JU0228.The geoid height was determined by GEOID03.
 JU0228
 JU0228.The dynamic height is computed by dividing the NAVD 88
 JU0228.geopotential number by the normal gravity value computed on the
 JU0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0228.degrees latitude (g = 980.6199 gals.).
 JU0228
 JU0228.The modeled gravity was interpolated from observed gravity values.
 JU0228
 JU0228;                    North         East    Units  Estimated Accuracy
 JU0228;SPC NJ       -    85,240.      163,740.      MT  (+/- 180 meters Scaled)
 JU0228
 JU0228                          SUPERSEDED SURVEY CONTROL
 JU0228
 JU0228  NGVD 29 (??/??/??)    2.403  (m)            7.88   (f) ADJUSTED    2 0
 JU0228
 JU0228.Superseded values are not recommended for survey control.
 JU0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0228.See file dsdata.txt to determine how the superseded data were derived.
 JU0228
 JU0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ566836(NAD 83)
 JU0228_MARKER: DD = SURVEY DISK
 JU0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0228_SP_SET: CURB
 JU0228_STAMPING: 11211
 JU0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0228
 JU0228  HISTORY     - Date     Condition        Report By
 JU0228  HISTORY     - UNK      MONUMENTED       NJGS
 JU0228  HISTORY     - 1961     GOOD             CGS
 JU0228  HISTORY     - 1983     GOOD             USPSQD
 JU0228  HISTORY     - 1985     GOOD             USPSQD
 JU0228
 JU0228                          STATION DESCRIPTION
 JU0228
 JU0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0228'AT TUCKERTON.
 JU0228'0.15 MILE SOUTH ON GREEN STREET FROM THE INTERSECTION WITH
 JU0228'U.S. HIGHWAY 9, 41 FEET NORTH OF THE PROLONGED CENTERLINE OF
 JU0228'WATER STREET, JUST SOUTH OF HOUSE NO. 211.  SET IN A DRILL HOLE
 JU0228'IN THE CONCRETE CURB ON THE EAST SIDE OF GREEN STREET.
 JU0228
 JU0228                          STATION RECOVERY (1983)
 JU0228
 JU0228'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU0228'RECOVERED IN GOOD CONDITION.
 JU0228
 JU0228                          STATION RECOVERY (1985)
 JU0228
 JU0228'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHF)
 JU0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0623 ***********************************************************************
 JU0623  DESIGNATION -  113 CNJRR
 JU0623  PID         -  JU0623
 JU0623  STATE/COUNTY-  NJ/ATLANTIC
 JU0623  USGS QUAD   -  BUENA (1970)
 JU0623
 JU0623                         *CURRENT SURVEY CONTROL
 JU0623  ___________________________________________________________________
 JU0623* NAD 83(1986)-  39 32 59.     (N)    074 55 11.     (W)     SCALED    
 JU0623* NAVD 88     -        33.946  (meters)     111.37   (feet)  ADJUSTED  
 JU0623  ___________________________________________________________________
 JU0623  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JU0623  DYNAMIC HT  -          33.928 (meters)     111.31  (feet)  COMP
 JU0623  MODELED GRAV-     980,113.2   (mgal)                       NAVD 88
 JU0623
 JU0623  VERT ORDER  -  SECOND    CLASS 0
 JU0623
 JU0623.The horizontal coordinates were scaled from a topographic map and have
 JU0623.an estimated accuracy of +/- 6 seconds.
 JU0623
 JU0623.The orthometric height was determined by differential leveling
 JU0623.and adjusted by the National Geodetic Survey in June 1991..
 JU0623
 JU0623.The geoid height was determined by GEOID03.
 JU0623
 JU0623.The dynamic height is computed by dividing the NAVD 88
 JU0623.geopotential number by the normal gravity value computed on the
 JU0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0623.degrees latitude (g = 980.6199 gals.).
 JU0623
 JU0623.The modeled gravity was interpolated from observed gravity values.
 JU0623
 JU0623;                    North         East    Units  Estimated Accuracy
 JU0623;SPC NJ       -    79,610.      113,930.      MT  (+/- 180 meters Scaled)
 JU0623
 JU0623                          SUPERSEDED SURVEY CONTROL
 JU0623
 JU0623  NGVD 29 (??/??/??)   34.313  (m)          112.58   (f) ADJUSTED    2 0
 JU0623
 JU0623.Superseded values are not recommended for survey control.
 JU0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0623.See file dsdata.txt to determine how the superseded data were derived.
 JU0623
 JU0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ068777(NAD 83)
 JU0623_MARKER: Z = SEE DESCRIPTION
 JU0623_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0623_SP_SET: MILEPOST BASE
 JU0623_MARK LOGO: CNJRR 
 JU0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0623
 JU0623  HISTORY     - Date     Condition        Report By
 JU0623  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0623  HISTORY     - 1935     GOOD             CGS
 JU0623  HISTORY     - 1943     GOOD             CGS
 JU0623
 JU0623                          STATION DESCRIPTION
 JU0623
 JU0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0623'2.1 MI NE FROM LANDISVILLE.
 JU0623'2.1 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 JU0623'FROM THE STATION AT LANDISVILLE, ATLANTIC COUNTY, AT MILEPOST
 JU0623'113, IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE
 JU0623'CENTER LINE OF THE TRACK.  A RAISED LUG.
 JU0623
 JU0623                          STATION RECOVERY (1943)
 JU0623
 JU0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 JU0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0624 ***********************************************************************
 JU0624  DESIGNATION -  114 CNJRR
 JU0624  PID         -  JU0624
 JU0624  STATE/COUNTY-  NJ/ATLANTIC
 JU0624  USGS QUAD   -  BUENA (1970)
 JU0624
 JU0624                         *CURRENT SURVEY CONTROL
 JU0624  ___________________________________________________________________
 JU0624* NAD 83(1986)-  39 32 11.     (N)    074 55 38.     (W)     SCALED    
 JU0624* NAVD 88     -        34.449  (meters)     113.02   (feet)  ADJUSTED  
 JU0624  ___________________________________________________________________
 JU0624  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JU0624  DYNAMIC HT  -          34.431 (meters)     112.96  (feet)  COMP
 JU0624  MODELED GRAV-     980,111.7   (mgal)                       NAVD 88
 JU0624
 JU0624  VERT ORDER  -  SECOND    CLASS 0
 JU0624
 JU0624.The horizontal coordinates were scaled from a topographic map and have
 JU0624.an estimated accuracy of +/- 6 seconds.
 JU0624
 JU0624.The orthometric height was determined by differential leveling
 JU0624.and adjusted by the National Geodetic Survey in June 1991..
 JU0624
 JU0624.The geoid height was determined by GEOID03.
 JU0624
 JU0624.The dynamic height is computed by dividing the NAVD 88
 JU0624.geopotential number by the normal gravity value computed on the
 JU0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0624.degrees latitude (g = 980.6199 gals.).
 JU0624
 JU0624.The modeled gravity was interpolated from observed gravity values.
 JU0624
 JU0624;                    North         East    Units  Estimated Accuracy
 JU0624;SPC NJ       -    78,130.      113,280.      MT  (+/- 180 meters Scaled)
 JU0624
 JU0624                          SUPERSEDED SURVEY CONTROL
 JU0624
 JU0624  NGVD 29 (??/??/??)   34.815  (m)          114.22   (f) ADJUSTED    2 0
 JU0624
 JU0624.Superseded values are not recommended for survey control.
 JU0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0624.See file dsdata.txt to determine how the superseded data were derived.
 JU0624
 JU0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ062763(NAD 83)
 JU0624_MARKER: Z = SEE DESCRIPTION
 JU0624_SETTING: 0 = UNSPECIFIED SETTING
 JU0624_MARK LOGO: CNJRR 
 JU0624_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0624+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1992
 JU0624
 JU0624  HISTORY     - Date     Condition        Report By
 JU0624  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0624  HISTORY     - 1935     GOOD             CGS
 JU0624  HISTORY     - 1943     GOOD             CGS
 JU0624  HISTORY     - 19921201 SEE DESCRIPTION  NJGS
 JU0624
 JU0624                          STATION DESCRIPTION
 JU0624
 JU0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0624'1.1 MI NE FROM LANDISVILLE.
 JU0624'1.1 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 JU0624'FROM THE STATION AT LANDISVILLE, ATLANTIC COUNTY, AT MILEPOST
 JU0624'114, IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE
 JU0624'CENTER LINE OF THE TRACK.  A RAISED LUG.
 JU0624
 JU0624                          STATION RECOVERY (1943)
 JU0624
 JU0624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 JU0624'RECOVERED IN GOOD CONDITION.
 JU0624
 JU0624                          STATION RECOVERY (1992)
 JU0624
 JU0624'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 JU0624'THE STATION WAS DESCRIBED AS A RAISED LUG ON THE CONCRETE BASE OF
 JU0624'MILEPOST 109 OF THE CENTRAL RAILROAD OF NJ.  NEITHER THE MILEPOST NOR
 JU0624'THE CONCRETE BASE WERE FOUND AND CAN BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0625 ***********************************************************************
 JU0625  DESIGNATION -  115 CNJRR
 JU0625  PID         -  JU0625
 JU0625  STATE/COUNTY-  NJ/ATLANTIC
 JU0625  USGS QUAD   -  BUENA (1970)
 JU0625
 JU0625                         *CURRENT SURVEY CONTROL
 JU0625  ___________________________________________________________________
 JU0625* NAD 83(1986)-  39 31 32.     (N)    074 56 14.     (W)     SCALED    
 JU0625* NAVD 88     -        34.065  (meters)     111.76   (feet)  ADJUSTED  
 JU0625  ___________________________________________________________________
 JU0625  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JU0625  DYNAMIC HT  -          34.047 (meters)     111.70  (feet)  COMP
 JU0625  MODELED GRAV-     980,111.2   (mgal)                       NAVD 88
 JU0625
 JU0625  VERT ORDER  -  SECOND    CLASS 0
 JU0625
 JU0625.The horizontal coordinates were scaled from a topographic map and have
 JU0625.an estimated accuracy of +/- 6 seconds.
 JU0625
 JU0625.The orthometric height was determined by differential leveling
 JU0625.and adjusted by the National Geodetic Survey in June 1991..
 JU0625
 JU0625.The geoid height was determined by GEOID03.
 JU0625
 JU0625.The dynamic height is computed by dividing the NAVD 88
 JU0625.geopotential number by the normal gravity value computed on the
 JU0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0625.degrees latitude (g = 980.6199 gals.).
 JU0625
 JU0625.The modeled gravity was interpolated from observed gravity values.
 JU0625
 JU0625;                    North         East    Units  Estimated Accuracy
 JU0625;SPC NJ       -    76,930.      112,410.      MT  (+/- 180 meters Scaled)
 JU0625
 JU0625                          SUPERSEDED SURVEY CONTROL
 JU0625
 JU0625  NGVD 29 (??/??/??)   34.431  (m)          112.96   (f) ADJUSTED    2 0
 JU0625
 JU0625.Superseded values are not recommended for survey control.
 JU0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0625.See file dsdata.txt to determine how the superseded data were derived.
 JU0625
 JU0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ053751(NAD 83)
 JU0625_MARKER: Z = SEE DESCRIPTION
 JU0625_SETTING: 0 = UNSPECIFIED SETTING
 JU0625_MARK LOGO: CNJRR 
 JU0625_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0625+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1992
 JU0625
 JU0625  HISTORY     - Date     Condition        Report By
 JU0625  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0625  HISTORY     - 1935     GOOD             CGS
 JU0625  HISTORY     - 1943     GOOD             CGS
 JU0625  HISTORY     - 19921201 SEE DESCRIPTION  NJGS
 JU0625
 JU0625                          STATION DESCRIPTION
 JU0625
 JU0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0625'0.1 MI NE FROM LANDISVILLE.
 JU0625'0.1 MILE NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 JU0625'FROM THE STATION AT LANDISVILLE, ATLANTIC COUNTY, AT MILEPOST
 JU0625'115, IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER
 JU0625'LINE OF THE TRACK.  A RAISED LUG.
 JU0625
 JU0625                          STATION RECOVERY (1943)
 JU0625
 JU0625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 JU0625'RECOVERED IN GOOD CONDITION.
 JU0625
 JU0625                          STATION RECOVERY (1992)
 JU0625
 JU0625'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 JU0625'THE STATION WAS DESCRIBED AS A RAISED LUG ON THE CONCRETE BASE OF
 JU0625'MILEPOST 109 OF THE CENTRAL RAILROAD OF NJ.  NEITHER THE MILEPOST NOR
 JU0625'THE CONCRETE BASE WERE FOUND AND CAN BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6451 ***********************************************************************
 KV6451  DESIGNATION -  116
 KV6451  PID         -  KV6451
 KV6451  STATE/COUNTY-  NJ/MERCER
 KV6451  USGS QUAD   -  PRINCETON (1981)
 KV6451
 KV6451                         *CURRENT SURVEY CONTROL
 KV6451  ___________________________________________________________________
 KV6451* NAD 83(1986)-  40 20 39.     (N)    074 40 12.     (W)     SCALED    
 KV6451* NAVD 88     -        62.861  (meters)     206.24   (feet)  ADJUSTED  
 KV6451  ___________________________________________________________________
 KV6451  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KV6451  DYNAMIC HT  -          62.832 (meters)     206.14  (feet)  COMP
 KV6451  MODELED GRAV-     980,161.1   (mgal)                       NAVD 88
 KV6451
 KV6451  VERT ORDER  -  SECOND    CLASS I
 KV6451
 KV6451.The horizontal coordinates were scaled from a topographic map and have
 KV6451.an estimated accuracy of +/- 6 seconds.
 KV6451
 KV6451.The orthometric height was determined by differential leveling
 KV6451.and adjusted by the National Geodetic Survey in April 1995..
 KV6451
 KV6451.The geoid height was determined by GEOID03.
 KV6451
 KV6451.The dynamic height is computed by dividing the NAVD 88
 KV6451.geopotential number by the normal gravity value computed on the
 KV6451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6451.degrees latitude (g = 980.6199 gals.).
 KV6451
 KV6451.The modeled gravity was interpolated from observed gravity values.
 KV6451
 KV6451;                    North         East    Units  Estimated Accuracy
 KV6451;SPC NJ       -   167,740.      135,560.      MT  (+/- 180 meters Scaled)
 KV6451
 KV6451                          SUPERSEDED SURVEY CONTROL
 KV6451
 KV6451  NGVD 29 (01/10/92)   63.193  (m)          207.33   (f) ADJUSTED    2 1
 KV6451
 KV6451.Superseded values are not recommended for survey control.
 KV6451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6451.See file dsdata.txt to determine how the superseded data were derived.
 KV6451
 KV6451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK280660(NAD 83)
 KV6451_MARKER: DD = SURVEY DISK
 KV6451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6451_SP_SET: CONCRETE POST
 KV6451_STAMPING: 116 207.311
 KV6451_MARK LOGO: NJGS  
 KV6451_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6451+STABILITY: SURFACE MOTION
 KV6451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6451+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1995
 KV6451
 KV6451  HISTORY     - Date     Condition        Report By
 KV6451  HISTORY     - 1935     MONUMENTED       NJGS
 KV6451  HISTORY     - 19900530 GOOD             NJGS
 KV6451  HISTORY     - 19950405 GOOD             NJGS
 KV6451
 KV6451                          STATION DESCRIPTION
 KV6451
 KV6451'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6451'THE STATION IS LOCATED IN THE BOROUGH OF PRINCETON, ON THE SOUTHEAST
 KV6451'SIDE OF STATE HIGHWAY ROUTE 206, ABOUT 0.72 KM (0.45 MI) SOUTHWEST
 KV6451'FROM THE JUNCTION OF STATE HIGHWAY ROUTES 206 AND 27.  THE STATION IS
 KV6451'SET BETWEEN THE SIDEWALK AND CURB, 4.8 M (15.7 FT) SOUTHWEST OF THE
 KV6451'SOUTHWEST CORNER OF A CAST IRON BOX, 1.45 M (4.76 FT) SOUTHEAST OF
 KV6451'THE CURB, 16.1 M (52.8 FT) NORTHEAST OF A IRON LIGHT POLE, 8.0 M
 KV6451'(26.2 FT) SOUTH OF THE CENTER OF A BELL TELEPHONE MANHOLE AND IS
 KV6451'FLUSH WITH THE GROUND.
 KV6451
 KV6451                          STATION RECOVERY (1995)
 KV6451
 KV6451'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV6451'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0627 ***********************************************************************
 JU0627  DESIGNATION -  116 CNJRR
 JU0627  PID         -  JU0627
 JU0627  STATE/COUNTY-  NJ/ATLANTIC
 JU0627  USGS QUAD   -  BUENA (1970)
 JU0627
 JU0627                         *CURRENT SURVEY CONTROL
 JU0627  ___________________________________________________________________
 JU0627* NAD 83(1986)-  39 31 08.     (N)    074 57 16.     (W)     SCALED    
 JU0627* NAVD 88     -        35.232  (meters)     115.59   (feet)  ADJUSTED  
 JU0627  ___________________________________________________________________
 JU0627  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JU0627  DYNAMIC HT  -          35.214 (meters)     115.53  (feet)  COMP
 JU0627  MODELED GRAV-     980,111.0   (mgal)                       NAVD 88
 JU0627
 JU0627  VERT ORDER  -  SECOND    CLASS 0
 JU0627
 JU0627.The horizontal coordinates were scaled from a topographic map and have
 JU0627.an estimated accuracy of +/- 6 seconds.
 JU0627
 JU0627.The orthometric height was determined by differential leveling
 JU0627.and adjusted by the National Geodetic Survey in June 1991..
 JU0627
 JU0627.The geoid height was determined by GEOID03.
 JU0627
 JU0627.The dynamic height is computed by dividing the NAVD 88
 JU0627.geopotential number by the normal gravity value computed on the
 JU0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0627.degrees latitude (g = 980.6199 gals.).
 JU0627
 JU0627.The modeled gravity was interpolated from observed gravity values.
 JU0627
 JU0627;                    North         East    Units  Estimated Accuracy
 JU0627;SPC NJ       -    76,200.      110,930.      MT  (+/- 180 meters Scaled)
 JU0627
 JU0627                          SUPERSEDED SURVEY CONTROL
 JU0627
 JU0627  NGVD 29 (??/??/??)   35.598  (m)          116.79   (f) ADJUSTED    2 0
 JU0627
 JU0627.Superseded values are not recommended for survey control.
 JU0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0627.See file dsdata.txt to determine how the superseded data were derived.
 JU0627
 JU0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ039743(NAD 83)
 JU0627_MARKER: Z = SEE DESCRIPTION
 JU0627_SETTING: 0 = UNSPECIFIED SETTING
 JU0627_MARK LOGO: CNJRR 
 JU0627_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0627+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1992
 JU0627
 JU0627  HISTORY     - Date     Condition        Report By
 JU0627  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0627  HISTORY     - 1935     GOOD             CGS
 JU0627  HISTORY     - 1943     GOOD             CGS
 JU0627  HISTORY     - 19921201 SEE DESCRIPTION  NJGS
 JU0627
 JU0627                          STATION DESCRIPTION
 JU0627
 JU0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0627'0.9 MI SW FROM LANDISVILLE.
 JU0627'0.9 MILE SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0627'THE STATION AT LANDISVILLE, ATLANTIC COUNTY, AT MILEPOST 116, IN
 JU0627'THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER LINE
 JU0627'OF THE TRACK.  A RAISED LUG.
 JU0627
 JU0627                          STATION RECOVERY (1943)
 JU0627
 JU0627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 JU0627'RECOVERED IN GOOD CONDITION.
 JU0627
 JU0627                          STATION RECOVERY (1992)
 JU0627
 JU0627'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 JU0627'THE STATION WAS DESCRIBED AS A RAISED LUG ON THE CONCRETE BASE OF
 JU0627'MILEPOST 109 OF THE CENTRAL RAILROAD OF NJ.  NEITHER THE MILEPOST NOR
 JU0627'THE CONCRETE BASE WERE FOUND AND CAN BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0628 ***********************************************************************
 JU0628  DESIGNATION -  117 CNJRR
 JU0628  PID         -  JU0628
 JU0628  STATE/COUNTY-  NJ/ATLANTIC
 JU0628  USGS QUAD   -  BUENA (1970)
 JU0628
 JU0628                         *CURRENT SURVEY CONTROL
 JU0628  ___________________________________________________________________
 JU0628* NAD 83(1986)-  39 30 46.     (N)    074 58 16.     (W)     SCALED    
 JU0628* NAVD 88     -        35.237  (meters)     115.61   (feet)  ADJUSTED  
 JU0628  ___________________________________________________________________
 JU0628  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JU0628  DYNAMIC HT  -          35.219 (meters)     115.55  (feet)  COMP
 JU0628  MODELED GRAV-     980,111.0   (mgal)                       NAVD 88
 JU0628
 JU0628  VERT ORDER  -  SECOND    CLASS 0
 JU0628
 JU0628.The horizontal coordinates were scaled from a topographic map and have
 JU0628.an estimated accuracy of +/- 6 seconds.
 JU0628
 JU0628.The orthometric height was determined by differential leveling
 JU0628.and adjusted by the National Geodetic Survey in June 1991..
 JU0628
 JU0628.The geoid height was determined by GEOID03.
 JU0628
 JU0628.The dynamic height is computed by dividing the NAVD 88
 JU0628.geopotential number by the normal gravity value computed on the
 JU0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0628.degrees latitude (g = 980.6199 gals.).
 JU0628
 JU0628.The modeled gravity was interpolated from observed gravity values.
 JU0628
 JU0628;                    North         East    Units  Estimated Accuracy
 JU0628;SPC NJ       -    75,530.      109,490.      MT  (+/- 180 meters Scaled)
 JU0628
 JU0628                          SUPERSEDED SURVEY CONTROL
 JU0628
 JU0628  NGVD 29 (??/??/??)   35.603  (m)          116.81   (f) ADJUSTED    2 0
 JU0628
 JU0628.Superseded values are not recommended for survey control.
 JU0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0628.See file dsdata.txt to determine how the superseded data were derived.
 JU0628
 JU0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ024736(NAD 83)
 JU0628_MARKER: Z = SEE DESCRIPTION
 JU0628_SETTING: 0 = UNSPECIFIED SETTING
 JU0628_MARK LOGO: CNJRR 
 JU0628_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0628+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1992
 JU0628
 JU0628  HISTORY     - Date     Condition        Report By
 JU0628  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0628  HISTORY     - 1935     GOOD             CGS
 JU0628  HISTORY     - 1943     GOOD             CGS
 JU0628  HISTORY     - 19921201 SEE DESCRIPTION  NJGS
 JU0628
 JU0628                          STATION DESCRIPTION
 JU0628
 JU0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0628'1.9 MI SW FROM LANDISVILLE.
 JU0628'1.9 MILES SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 JU0628'FROM THE SWITCH STATION AT LANDISVILLE, ATLANTIC COUNTY, AT
 JU0628'MILEPOST 117, IN THE TOP OF THE BASE, AND 10 FEET NORTHWEEST OF
 JU0628'THE CENTER LINE OF THE TRACK.  A RAISED LUG.
 JU0628
 JU0628                          STATION RECOVERY (1943)
 JU0628
 JU0628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 JU0628'RECOVERED IN GOOD CONDITION.
 JU0628
 JU0628                          STATION RECOVERY (1992)
 JU0628
 JU0628'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 JU0628'THE STATION WAS DESCRIBED AS A RAISED LUG ON THE CONCRETE BASE OF
 JU0628'MILEPOST 109 OF THE CENTRAL RAILROAD OF NJ.  NEITHER THE MILEPOST NOR
 JU0628'THE CONCRETE BASE WERE FOUND AND CAN BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6678 ***********************************************************************
 AB6678  DESIGNATION -  11721
 AB6678  PID         -  AB6678
 AB6678  STATE/COUNTY-  NJ/CAPE MAY
 AB6678  USGS QUAD   -  CAPE MAY (1972)
 AB6678
 AB6678                         *CURRENT SURVEY CONTROL
 AB6678  ___________________________________________________________________
 AB6678* NAD 83(1986)-  38 58 09.     (N)    074 54 53.     (W)     SCALED    
 AB6678* NAVD 88     -         3.001  (meters)       9.85   (feet)  ADJUSTED  
 AB6678  ___________________________________________________________________
 AB6678  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 AB6678  DYNAMIC HT  -           2.999 (meters)       9.84  (feet)  COMP
 AB6678  MODELED GRAV-     980,050.6   (mgal)                       NAVD 88
 AB6678
 AB6678  VERT ORDER  -  FIRST     CLASS II
 AB6678
 AB6678.The horizontal coordinates were scaled from a topographic map and have
 AB6678.an estimated accuracy of +/- 6 seconds.
 AB6678
 AB6678.The orthometric height was determined by differential leveling
 AB6678.and adjusted by the National Geodetic Survey in September 1996..
 AB6678
 AB6678.The geoid height was determined by GEOID03.
 AB6678
 AB6678.The dynamic height is computed by dividing the NAVD 88
 AB6678.geopotential number by the normal gravity value computed on the
 AB6678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6678.degrees latitude (g = 980.6199 gals.).
 AB6678
 AB6678.The modeled gravity was interpolated from observed gravity values.
 AB6678
 AB6678;                    North         East    Units  Estimated Accuracy
 AB6678;SPC NJ       -    15,160.      114,060.      MT  (+/- 180 meters Scaled)
 AB6678
 AB6678                          SUPERSEDED SURVEY CONTROL
 AB6678
 AB6678.No superseded survey control is available for this station.
 AB6678
 AB6678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ073133(NAD 83)
 AB6678_MARKER: DD = SURVEY DISK
 AB6678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6678_STAMPING: 11721
 AB6678_MARK LOGO: NJGS  
 AB6678_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB6678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6678+STABILITY: SURFACE MOTION
 AB6678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6678+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2001
 AB6678
 AB6678  HISTORY     - Date     Condition        Report By
 AB6678  HISTORY     - 1941     MONUMENTED       NJGS
 AB6678  HISTORY     - 19950705 GOOD             NJGS
 AB6678  HISTORY     - 20010611 GOOD             NJGS
 AB6678
 AB6678                          STATION DESCRIPTION
 AB6678
 AB6678'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6678'THE STATION IS LOCATED IN LOWER TOWNSHIP, ON THE WEST SIDE OF U.S.
 AB6678'HIGHWAY 9.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 9
 AB6678'AND STATE ROUTE 109 GO ABOUT 0.3 MI (0.5 KM) NORTH ON U.S.  HIGHWAY 9
 AB6678'TO THE STATION ON THE LEFT, AT THE POINT OF TANGENCY OF U.S.  HIGHWAY
 AB6678'9.  THE STATION IS 32.0 FT (9.8 M) SOUTH OF POLE NUMBER W2290, 62.0 FT
 AB6678'(18.9 M) SOUTH SOUTHWEST OF THE SOUTH END OF A METAL GUARD RAIL FOR
 AB6678'THE SOUTHBOUND LANES OF HIGHWAY 9, 12.0 FT (3.7 M) NORTH OF A SIGN FOR
 AB6678'A TRAFFIC SIGNAL AHEAD, 107 FT (32.6 M) NORTH OF THE CENTERLINE
 AB6678'EXTENDED FOR A ENTRANCE DRIVE FOR A MOBILE TRAILER HOUSING COMPLEX.
 AB6678'STATION IS ACROSS THE HIGHWAY FROM HOUSE NUMBER 753 ON THE NORTHBOUND
 AB6678'LANES OF U.S.  HIGHWAY 9 AND IS FLUSH WITH THE GROUND.
 AB6678
 AB6678                          STATION RECOVERY (2001)
 AB6678
 AB6678'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 AB6678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0103 ***********************************************************************
 KV0103  DESIGNATION -  117.58 NJGS=43 C OF N
 KV0103  PID         -  KV0103
 KV0103  STATE/COUNTY-  NJ/ESSEX
 KV0103  USGS QUAD   -  ORANGE (1981)
 KV0103
 KV0103                         *CURRENT SURVEY CONTROL
 KV0103  ___________________________________________________________________
 KV0103* NAD 83(1986)-  40 45 55.     (N)    074 10 47.     (W)     SCALED    
 KV0103* NAVD 88     -        35.611  (meters)     116.83   (feet)  ADJUSTED  
 KV0103  ___________________________________________________________________
 KV0103  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KV0103  DYNAMIC HT  -          35.597 (meters)     116.79  (feet)  COMP
 KV0103  MODELED GRAV-     980,216.2   (mgal)                       NAVD 88
 KV0103
 KV0103  VERT ORDER  -  FIRST     CLASS II
 KV0103
 KV0103.The horizontal coordinates were scaled from a topographic map and have
 KV0103.an estimated accuracy of +/- 6 seconds.
 KV0103
 KV0103.The orthometric height was determined by differential leveling
 KV0103.and adjusted by the National Geodetic Survey in June 1991..
 KV0103
 KV0103.The geoid height was determined by GEOID03.
 KV0103
 KV0103.The dynamic height is computed by dividing the NAVD 88
 KV0103.geopotential number by the normal gravity value computed on the
 KV0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0103.degrees latitude (g = 980.6199 gals.).
 KV0103
 KV0103.The modeled gravity was interpolated from observed gravity values.
 KV0103
 KV0103;                    North         East    Units  Estimated Accuracy
 KV0103;SPC NJ       -   214,530.      177,040.      MT  (+/- 180 meters Scaled)
 KV0103
 KV0103                          SUPERSEDED SURVEY CONTROL
 KV0103
 KV0103  NGVD 29 (??/??/??)   35.942  (m)          117.92   (f) ADJUSTED    1 2
 KV0103
 KV0103.Superseded values are not recommended for survey control.
 KV0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0103.See file dsdata.txt to determine how the superseded data were derived.
 KV0103
 KV0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL692130(NAD 83)
 KV0103_MARKER: Z = SEE DESCRIPTION
 KV0103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0103_SP_SET: BRIDGE
 KV0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0103
 KV0103  HISTORY     - Date     Condition        Report By
 KV0103  HISTORY     - 1933     MONUMENTED       NJGS
 KV0103  HISTORY     - 1934     GOOD             CGS
 KV0103  HISTORY     - 20051125 MARK NOT FOUND   GEOCAC
 KV0103
 KV0103                          STATION DESCRIPTION
 KV0103
 KV0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0103'AT NEWARK.
 KV0103'AT NEWARK, ESSEX COUNTY, AT THE BLOOMFIELD AVENUE CONCRETE BRIDGE
 KV0103'OVER A DRIVEWAY AND A STREAM IN BRANCH BROOK PARK, AND AT THE
 KV0103'MIDDLE OF THE NORTH PARAPET OF THE BRIDGE.  THE APEX OF A POINTED
 KV0103'CONCRETE POST.
 KV0103
 KV0103                          STATION RECOVERY (2005)
 KV0103
 KV0103'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV0103'THERE ARE FOUR CONCRETE POSTS ON THE NORTH SIDE OF THE BRIDGE.  NONE
 KV0103'IS THE 'CENTER', NONE IS 'POINTED'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0102 ***********************************************************************
 KV0102  DESIGNATION -  117.61 NJGS=42 C OF N
 KV0102  PID         -  KV0102
 KV0102  STATE/COUNTY-  NJ/ESSEX
 KV0102  USGS QUAD   -  ORANGE (1981)
 KV0102
 KV0102                         *CURRENT SURVEY CONTROL
 KV0102  ___________________________________________________________________
 KV0102* NAD 83(1986)-  40 45 51.     (N)    074 10 45.     (W)     SCALED    
 KV0102* NAVD 88     -        35.618  (meters)     116.86   (feet)  ADJUSTED  
 KV0102  ___________________________________________________________________
 KV0102  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KV0102  DYNAMIC HT  -          35.604 (meters)     116.81  (feet)  COMP
 KV0102  MODELED GRAV-     980,216.4   (mgal)                       NAVD 88
 KV0102
 KV0102  VERT ORDER  -  FIRST     CLASS II
 KV0102
 KV0102.The horizontal coordinates were scaled from a topographic map and have
 KV0102.an estimated accuracy of +/- 6 seconds.
 KV0102
 KV0102.The orthometric height was determined by differential leveling
 KV0102.and adjusted by the National Geodetic Survey in June 1991..
 KV0102
 KV0102.The geoid height was determined by GEOID03.
 KV0102
 KV0102.The dynamic height is computed by dividing the NAVD 88
 KV0102.geopotential number by the normal gravity value computed on the
 KV0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0102.degrees latitude (g = 980.6199 gals.).
 KV0102
 KV0102.The modeled gravity was interpolated from observed gravity values.
 KV0102
 KV0102;                    North         East    Units  Estimated Accuracy
 KV0102;SPC NJ       -   214,410.      177,090.      MT  (+/- 180 meters Scaled)
 KV0102
 KV0102                          SUPERSEDED SURVEY CONTROL
 KV0102
 KV0102  NGVD 29 (??/??/??)   35.948  (m)          117.94   (f) ADJUSTED    1 2
 KV0102
 KV0102.Superseded values are not recommended for survey control.
 KV0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0102.See file dsdata.txt to determine how the superseded data were derived.
 KV0102
 KV0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL692129(NAD 83)
 KV0102_MARKER: Z = SEE DESCRIPTION
 KV0102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0102_SP_SET: BRIDGE
 KV0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0102
 KV0102  HISTORY     - Date     Condition        Report By
 KV0102  HISTORY     - 1933     MONUMENTED       NJGS
 KV0102  HISTORY     - 1934     GOOD             CGS
 KV0102  HISTORY     - 20051125 MARK NOT FOUND   GEOCAC
 KV0102
 KV0102                          STATION DESCRIPTION
 KV0102
 KV0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0102'AT NEWARK.
 KV0102'AT NEWARK, ESSEX COUNTY, AT THE BLOOMFIELD AVENUE CONCRETE BRIDGE
 KV0102'OVER A DRIVEWAY AND A STREAM IN BRANCH BROOK PARK, AND AT THE
 KV0102'MIDDLE OF THE SOUTH PARAPET OF THE BRIDGE.  THE APEX OF A POINTED
 KV0102'CONCRETE POST.
 KV0102
 KV0102                          STATION RECOVERY (2005)
 KV0102
 KV0102'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV0102'THERE ARE FOUR CONCRETE POSTS ON THE SOUTH SIDE OF THE BRIDGE.  NONE
 KV0102'IS THE 'CENTER', NONE IS 'POINTED'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0629 ***********************************************************************
 JU0629  DESIGNATION -  118 CNJRR
 JU0629  PID         -  JU0629
 JU0629  STATE/COUNTY-  NJ/CUMBERLAND
 JU0629  USGS QUAD   -  BUENA (1970)
 JU0629
 JU0629                         *CURRENT SURVEY CONTROL
 JU0629  ___________________________________________________________________
 JU0629* NAD 83(1986)-  39 30 23.     (N)    074 59 16.     (W)     SCALED    
 JU0629* NAVD 88     -        29.091  (meters)      95.44   (feet)  ADJUSTED  
 JU0629  ___________________________________________________________________
 JU0629  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JU0629  DYNAMIC HT  -          29.076 (meters)      95.39  (feet)  COMP
 JU0629  MODELED GRAV-     980,111.4   (mgal)                       NAVD 88
 JU0629
 JU0629  VERT ORDER  -  SECOND    CLASS 0
 JU0629
 JU0629.The horizontal coordinates were scaled from a topographic map and have
 JU0629.an estimated accuracy of +/- 6 seconds.
 JU0629
 JU0629.The orthometric height was determined by differential leveling
 JU0629.and adjusted by the National Geodetic Survey in June 1991..
 JU0629
 JU0629.The geoid height was determined by GEOID03.
 JU0629
 JU0629.The dynamic height is computed by dividing the NAVD 88
 JU0629.geopotential number by the normal gravity value computed on the
 JU0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0629.degrees latitude (g = 980.6199 gals.).
 JU0629
 JU0629.The modeled gravity was interpolated from observed gravity values.
 JU0629
 JU0629;                    North         East    Units  Estimated Accuracy
 JU0629;SPC NJ       -    74,830.      108,050.      MT  (+/- 180 meters Scaled)
 JU0629
 JU0629                          SUPERSEDED SURVEY CONTROL
 JU0629
 JU0629  NGVD 29 (??/??/??)   29.460  (m)           96.65   (f) ADJUSTED    2 0
 JU0629
 JU0629.Superseded values are not recommended for survey control.
 JU0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0629.See file dsdata.txt to determine how the superseded data were derived.
 JU0629
 JU0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ010729(NAD 83)
 JU0629_MARKER: Z = SEE DESCRIPTION
 JU0629_SETTING: 0 = UNSPECIFIED SETTING
 JU0629_MARK LOGO: CNJRR 
 JU0629_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0629+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1992
 JU0629
 JU0629  HISTORY     - Date     Condition        Report By
 JU0629  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0629  HISTORY     - 1935     GOOD             CGS
 JU0629  HISTORY     - 1936     GOOD             CGS
 JU0629  HISTORY     - 19921201 SEE DESCRIPTION  NJGS
 JU0629
 JU0629                          STATION DESCRIPTION
 JU0629
 JU0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0629'2.2 MI NE FROM VINELAND.
 JU0629'2.2 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 JU0629'FROM THE STATION AT VINELAND, CUMBERLAND COUNTY, AT MILEPOST
 JU0629'118, IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE
 JU0629'CENTER LINE OF THE TRACK.  A RAISED LUG.
 JU0629
 JU0629                          STATION RECOVERY (1936)
 JU0629
 JU0629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 JU0629'RECOVERED IN GOOD CONDITION.
 JU0629
 JU0629                          STATION RECOVERY (1992)
 JU0629
 JU0629'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 JU0629'THE STATION WAS DESCRIBED AS A RAISED LUG ON THE CONCRETE BASE OF
 JU0629'MILEPOST 109 OF THE CENTRAL RAILROAD OF NJ.  NEITHER THE MILEPOST NOR
 JU0629'THE CONCRETE BASE WERE FOUND AND CAN BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8754 ***********************************************************************
 AB8754  DESIGNATION -  11803
 AB8754  PID         -  AB8754
 AB8754  STATE/COUNTY-  NJ/BURLINGTON
 AB8754  USGS QUAD   -  COLUMBUS (1981)
 AB8754
 AB8754                         *CURRENT SURVEY CONTROL
 AB8754  ___________________________________________________________________
 AB8754* NAD 83(1996)-  40 04 27.31528(N)    074 44 54.53220(W)     ADJUSTED  
 AB8754* NAVD 88     -        29.3    (meters)      96.     (feet)  GPS OBS   
 AB8754  ___________________________________________________________________
 AB8754  X           -   1,285,664.085 (meters)                     COMP
 AB8754  Y           -  -4,715,268.703 (meters)                     COMP
 AB8754  Z           -   4,084,295.898 (meters)                     COMP
 AB8754  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 AB8754  ELLIP HEIGHT-          -3.35  (meters)          (10/23/02) GPS OBS
 AB8754  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 AB8754
 AB8754  HORZ ORDER  -  FIRST
 AB8754  ELLP ORDER  -  FOURTH    CLASS I
 AB8754
 AB8754.The horizontal coordinates were established by GPS observations
 AB8754.and adjusted by the National Geodetic Survey in May 1999..
 AB8754
 AB8754.The orthometric height was determined by GPS observations and a
 AB8754.high-resolution geoid model.
 AB8754
 AB8754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8754
 AB8754.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8754
 AB8754.The ellipsoidal height was determined by GPS observations
 AB8754.and is referenced to NAD 83.
 AB8754
 AB8754.The geoid height was determined by GEOID03.
 AB8754
 AB8754;                    North         East     Units Scale Factor Converg.
 AB8754;SPC NJ       -   137,788.015   128,806.344   MT  0.99990553   -0 09 35.9
 AB8754;SPC NJ       -   452,059.51    422,592.15   sFT  0.99990553   -0 09 35.9
 AB8754;UTM  18      - 4,436,029.071   521,446.311   MT  0.99960566   +0 09 42.9
 AB8754
 AB8754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8754!SPC NJ       -   1.00000053  x   0.99990553  =   0.99990606
 AB8754!UTM  18      -   1.00000053  x   0.99960566  =   0.99960619
 AB8754
 AB8754                          SUPERSEDED SURVEY CONTROL
 AB8754
 AB8754  ELLIP H (05/14/99)   -3.36   (m)                       GP(       ) 4 1
 AB8754  NAD 83(1992)-  40 04 27.31459(N)    074 44 54.53224(W) AD(       ) 1
 AB8754  ELLIP H (12/16/96)   -3.40   (m)                       GP(       ) 2 1
 AB8754
 AB8754.Superseded values are not recommended for survey control.
 AB8754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8754.See file dsdata.txt to determine how the superseded data were derived.
 AB8754
 AB8754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2144636029(NAD 83)
 AB8754_MARKER: DD = SURVEY DISK
 AB8754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8754_STAMPING: 11803
 AB8754_MARK LOGO: NJDCED
 AB8754_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8754+STABILITY: SURFACE MOTION
 AB8754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8754+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1995
 AB8754
 AB8754  HISTORY     - Date     Condition        Report By
 AB8754  HISTORY     - 1939     MONUMENTED       NJDCED
 AB8754  HISTORY     - 19951129 GOOD             TWT
 AB8754
 AB8754                          STATION DESCRIPTION
 AB8754
 AB8754'DESCRIBED BY TWT CONS ENG 1995 (WPD)
 AB8754'THE STATION IS LOCATED APPROXIMATELY 5.8 MI (9.3 KM) EAST OF
 AB8754'BURLINGTON, NEW JERSEY IN THE TOWN OF COLUMBUS, MANSFIELD TOWNSHIP ON
 AB8754'THE SOUTHERN MOST CORNER OF THE INTERSECTION OF COLUMBUS ROAD (COUNTY
 AB8754'ROAD 543) AND JACKSONVILLE ROAD (COUNTY ROAD 628) .  TO REACH THE
 AB8754'STATION FROM THE COUNTY ROAD 543 OVERPASS OF U.S. HIGHWAY ROUTE 206,
 AB8754'GO WEST 1.4 MI (2.3 KM) ON COUNTY ROAD 543 TO ITS INTERSECTION WITH
 AB8754'COUNTY ROAD 628 AND THE STATION ON THE LEFT SET 0.6 FT (18.3 CM) BELOW
 AB8754'THE SURFACE OF THE GROUND.  THE STATION IS 62.8 FT (19.1 M) SOUTHEAST
 AB8754'OF UTILITY POLE NUMBER 60100 ON THE NORTH SIDE OF COUNTY ROAD 543
 AB8754'DIAGONALLY ACROSS THE INTERSECTION, 83.0 FT (25.3 M) NORTHEAST OF
 AB8754'UTILITY POLE NUMBER 60101,8001 ON THE EAST SIDE OF COUNTY ROAD 628,
 AB8754'7.5 FT (2.3 M) EAST OF A STREET SIGN FOR COLUMBUS ROAD AND
 AB8754'JACKSONVILLE ROAD AND 320.0 FT (97.5 M) WEST OF A HIGHWAY SIGN FOR
 AB8754'COUNTY ROAD 543.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8742 ***********************************************************************
 AB8742  DESIGNATION -  11814
 AB8742  PID         -  AB8742
 AB8742  STATE/COUNTY-  NJ/BURLINGTON
 AB8742  USGS QUAD   -  PEMBERTON (1981)
 AB8742
 AB8742                         *CURRENT SURVEY CONTROL
 AB8742  ___________________________________________________________________
 AB8742* NAD 83(1996)-  39 59 34.94990(N)    074 44 02.23810(W)     ADJUSTED  
 AB8742* NAVD 88     -        13.8    (meters)      45.     (feet)  GPS OBS   
 AB8742  ___________________________________________________________________
 AB8742  X           -   1,288,383.619 (meters)                     COMP
 AB8742  Y           -  -4,720,526.835 (meters)                     COMP
 AB8742  Z           -   4,077,381.567 (meters)                     COMP
 AB8742  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 AB8742  ELLIP HEIGHT-         -18.85  (meters)          (10/23/02) GPS OBS
 AB8742  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 AB8742
 AB8742  HORZ ORDER  -  FIRST
 AB8742  ELLP ORDER  -  FOURTH    CLASS I
 AB8742
 AB8742.The horizontal coordinates were established by GPS observations
 AB8742.and adjusted by the National Geodetic Survey in May 1999..
 AB8742
 AB8742.The orthometric height was determined by GPS observations and a
 AB8742.high-resolution geoid model.
 AB8742
 AB8742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8742
 AB8742.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8742
 AB8742.The ellipsoidal height was determined by GPS observations
 AB8742.and is referenced to NAD 83.
 AB8742
 AB8742.The geoid height was determined by GEOID03.
 AB8742
 AB8742;                    North         East     Units Scale Factor Converg.
 AB8742;SPC NJ       -   128,768.081   130,021.638   MT  0.99990491   -0 09 01.3
 AB8742;SPC NJ       -   422,466.61    426,579.32   sFT  0.99990491   -0 09 01.3
 AB8742;UTM  18      - 4,427,018.798   522,711.838   MT  0.99960635   +0 10 15.6
 AB8742
 AB8742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8742!SPC NJ       -   1.00000296  x   0.99990491  =   0.99990787
 AB8742!UTM  18      -   1.00000296  x   0.99960635  =   0.99960931
 AB8742
 AB8742                          SUPERSEDED SURVEY CONTROL
 AB8742
 AB8742  ELLIP H (05/14/99)  -18.86   (m)                       GP(       ) 4 1
 AB8742  NAD 83(1992)-  39 59 34.94939(N)    074 44 02.23811(W) AD(       ) 1
 AB8742  ELLIP H (12/16/96)  -18.89   (m)                       GP(       ) 2 1
 AB8742
 AB8742.Superseded values are not recommended for survey control.
 AB8742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8742.See file dsdata.txt to determine how the superseded data were derived.
 AB8742
 AB8742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2271227019(NAD 83)
 AB8742_MARKER: DD = SURVEY DISK
 AB8742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8742_STAMPING: 11814
 AB8742_MARK LOGO: NJDCED
 AB8742_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8742+STABILITY: SURFACE MOTION
 AB8742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8742+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1995
 AB8742
 AB8742  HISTORY     - Date     Condition        Report By
 AB8742  HISTORY     - 1958     MONUMENTED       NJDCED
 AB8742  HISTORY     - 19951130 GOOD             TWT
 AB8742
 AB8742                          STATION DESCRIPTION
 AB8742
 AB8742'DESCRIBED BY TWT CONS ENG 1995 (WPD)
 AB8742'THE STATION IS LOCATED APPROXIMATELY 2.4 MI (3.9 KM) EAST NORTHEAST OF
 AB8742'MOUNT HOLLY, NEW JERSEY IN THE TOWN OF PEMBERTON, PEMBERTON TOWNSHIP
 AB8742'ON THE EAST SIDE OF U.S.  HIGHWAY ROUTE 206 RIGHT OF WAY.  TO REACH
 AB8742'THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY ROUTE 206 AND STATE
 AB8742'HIGHWAY ROUTE 38, GO NORTH ON U.S.  HIGHWAY ROUTE 206 FOR 1.5 MI (2.4
 AB8742'KM) TO THE STATION ON THE RIGHT SET FLUSH WITH THE GROUND.  THE
 AB8742'STATION IS 0.3 MI (0.5 KM) SOUTH OF THE INTERSECTION OF U.S.  HIGHWAY
 AB8742'ROUTE 206 AND NORTH PEMBERTON ROAD (COUNTY ROAD 630) .  THE STATION IS
 AB8742'10.6 FT (3.2 M) EAST OF THE EAST EDGE OF PAVING FOR THE NORTHBOUND
 AB8742'LANE OF U.S.  HIGHWAY ROUTE 206, 160.7 FT (49.0 M) SOUTH OF UTILITY
 AB8742'POLE NUMBER A60438PM ON THE EAST SIDE OF U.S. HIGHWAY ROUTE 206 AND
 AB8742'87.8 FT (26.8 M) NORTH OF UTILITY POLE NUMBER A60437PM ON THE EAST
 AB8742'SIDE OF U.S.  HIGHWAY ROUTE 206.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8736 ***********************************************************************
 AB8736  DESIGNATION -  11835
 AB8736  PID         -  AB8736
 AB8736  STATE/COUNTY-  NJ/BURLINGTON
 AB8736  USGS QUAD   -  PEMBERTON (1981)
 AB8736
 AB8736                         *CURRENT SURVEY CONTROL
 AB8736  ___________________________________________________________________
 AB8736* NAD 83(1996)-  39 53 13.56487(N)    074 44 28.73388(W)     ADJUSTED  
 AB8736* NAVD 88     -        20.6    (meters)      68.     (feet)  GPS OBS   
 AB8736  ___________________________________________________________________
 AB8736  X           -   1,289,765.993 (meters)                     COMP
 AB8736  Y           -  -4,727,982.633 (meters)                     COMP
 AB8736  Z           -   4,068,367.057 (meters)                     COMP
 AB8736  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AB8736  ELLIP HEIGHT-         -12.17  (meters)          (10/23/02) GPS OBS
 AB8736  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 AB8736
 AB8736  HORZ ORDER  -  FIRST
 AB8736  ELLP ORDER  -  FOURTH    CLASS I
 AB8736
 AB8736.The horizontal coordinates were established by GPS observations
 AB8736.and adjusted by the National Geodetic Survey in May 1999..
 AB8736
 AB8736.The orthometric height was determined by GPS observations and a
 AB8736.high-resolution geoid model.
 AB8736
 AB8736.Photographs are available for this station.
 AB8736
 AB8736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8736
 AB8736.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8736
 AB8736.The ellipsoidal height was determined by GPS observations
 AB8736.and is referenced to NAD 83.
 AB8736
 AB8736.The geoid height was determined by GEOID03.
 AB8736
 AB8736;                    North         East     Units Scale Factor Converg.
 AB8736;SPC NJ       -   117,007.996   129,361.340   MT  0.99990524   -0 09 17.1
 AB8736;SPC NJ       -   383,883.73    424,413.00   sFT  0.99990524   -0 09 17.1
 AB8736;UTM  18      - 4,415,258.714   522,117.613   MT  0.99960602   +0 09 57.2
 AB8736
 AB8736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8736!SPC NJ       -   1.00000191  x   0.99990524  =   0.99990715
 AB8736!UTM  18      -   1.00000191  x   0.99960602  =   0.99960793
 AB8736
 AB8736                          SUPERSEDED SURVEY CONTROL
 AB8736
 AB8736  ELLIP H (05/14/99)  -12.18   (m)                       GP(       ) 4 1
 AB8736  NAD 83(1992)-  39 53 13.56429(N)    074 44 28.73382(W) AD(       ) 1
 AB8736  ELLIP H (12/16/96)  -12.21   (m)                       GP(       ) 2 1
 AB8736
 AB8736.Superseded values are not recommended for survey control.
 AB8736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8736.See file dsdata.txt to determine how the superseded data were derived.
 AB8736
 AB8736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2211815259(NAD 83)
 AB8736_MARKER: DD = SURVEY DISK
 AB8736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8736_STAMPING: 11835
 AB8736_MARK LOGO: NJDCED
 AB8736_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8736+STABILITY: SURFACE MOTION
 AB8736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8736+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2002
 AB8736
 AB8736  HISTORY     - Date     Condition        Report By
 AB8736  HISTORY     - 1939     MONUMENTED       NJDCED
 AB8736  HISTORY     - 19951206 GOOD             TWT
 AB8736  HISTORY     - 20020608 GOOD             INDIV
 AB8736
 AB8736                          STATION DESCRIPTION
 AB8736
 AB8736'DESCRIBED BY TWT CONS ENG 1995 (WPD)
 AB8736'THE STATION IS LOCATED APPROXIMATELY 4.6 MI (7.4 KM) EAST SOUTHEAST OF
 AB8736'MEDFORD, NEW JERSEY IN THE TOWN OF RED LION, SOUTHAMPTON TOWNSHIP IN
 AB8736'THE WESTERLY SIDE OF THE RED LION TRAFFIC CIRCLE, JUNCTION OF STATE
 AB8736'HIGHWAY ROUTE 70 AND U.S.  HIGHWAY ROUTE 206.  THE STATION IS 74.8 FT
 AB8736'(22.8 M) WEST OF THE SOUTHERN MOST POST OF A WOODEN SIGN READING JOHN
 AB8736'DAVIDSON ROCKFELLER MEMORIAL HIGHWAY, 86.0 FT (26.2 M) NORTHEAST OF
 AB8736'LIGHT POST NUMBER 4, 126.2 FT (38.5 M) SOUTHEAST OF LIGHT POST NUMBER
 AB8736'10 AND IS 0.2 FT (6.1 CM) BELOW THE SURFACE OF THE GROUND.
 AB8736
 AB8736                          STATION RECOVERY (2002)
 AB8736
 AB8736'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 AB8736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8751 ***********************************************************************
 AB8751  DESIGNATION -  11842
 AB8751  PID         -  AB8751
 AB8751  STATE/COUNTY-  NJ/BURLINGTON
 AB8751  USGS QUAD   -  BROWNS MILLS (1997)
 AB8751
 AB8751                         *CURRENT SURVEY CONTROL
 AB8751  ___________________________________________________________________
 AB8751* NAD 83(1996)-  39 53 56.08151(N)    074 35 46.85623(W)     ADJUSTED  
 AB8751* NAVD 88     -        35.2    (meters)     115.     (feet)  GPS OBS   
 AB8751  ___________________________________________________________________
 AB8751  X           -   1,301,503.885 (meters)                     COMP
 AB8751  Y           -  -4,723,904.273 (meters)                     COMP
 AB8751  Z           -   4,069,382.568 (meters)                     COMP
 AB8751  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AB8751  ELLIP HEIGHT-           2.51  (meters)          (10/23/02) GPS OBS
 AB8751  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 AB8751
 AB8751  HORZ ORDER  -  FIRST
 AB8751  ELLP ORDER  -  FOURTH    CLASS I
 AB8751
 AB8751.The horizontal coordinates were established by GPS observations
 AB8751.and adjusted by the National Geodetic Survey in May 1999..
 AB8751
 AB8751.The orthometric height was determined by GPS observations and a
 AB8751.high-resolution geoid model.
 AB8751
 AB8751.Photographs are available for this station.
 AB8751
 AB8751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8751
 AB8751.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8751
 AB8751.The ellipsoidal height was determined by GPS observations
 AB8751.and is referenced to NAD 83.
 AB8751
 AB8751.The geoid height was determined by GEOID03.
 AB8751
 AB8751;                    North         East     Units Scale Factor Converg.
 AB8751;SPC NJ       -   118,295.751   141,761.095   MT  0.99990084   -0 03 42.5
 AB8751;SPC NJ       -   388,108.64    465,094.53   sFT  0.99990084   -0 03 42.5
 AB8751;UTM  18      - 4,416,615.452   534,506.338   MT  0.99961466   +0 15 32.1
 AB8751
 AB8751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8751!SPC NJ       -   0.99999961  x   0.99990084  =   0.99990045
 AB8751!UTM  18      -   0.99999961  x   0.99961466  =   0.99961427
 AB8751
 AB8751                          SUPERSEDED SURVEY CONTROL
 AB8751
 AB8751  ELLIP H (05/14/99)    2.49   (m)                       GP(       ) 4 1
 AB8751  NAD 83(1992)-  39 53 56.08099(N)    074 35 46.85611(W) AD(       ) 1
 AB8751  ELLIP H (12/16/96)    2.46   (m)                       GP(       ) 2 1
 AB8751
 AB8751.Superseded values are not recommended for survey control.
 AB8751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8751.See file dsdata.txt to determine how the superseded data were derived.
 AB8751
 AB8751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3450616615(NAD 83)
 AB8751_MARKER: DD = SURVEY DISK
 AB8751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8751_STAMPING: 11842
 AB8751_MARK LOGO: NJDCED
 AB8751_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8751+STABILITY: SURFACE MOTION
 AB8751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8751+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2002
 AB8751
 AB8751  HISTORY     - Date     Condition        Report By
 AB8751  HISTORY     - 1940     MONUMENTED       NJDCED
 AB8751  HISTORY     - 19951201 GOOD             TWT
 AB8751  HISTORY     - 20020601 GOOD             INDIV
 AB8751
 AB8751                          STATION DESCRIPTION
 AB8751
 AB8751'DESCRIBED BY TWT CONS ENG 1995 (WPD)
 AB8751'THE STATION IS LOCATED APPROXIMATELY 12 MI (19.3 KM) EAST OF MEDFORD,
 AB8751'NEW JERSEY IN THE TOWN OF FOUR MILE, WOODLAND TOWNSHIP IN THE CENTER
 AB8751'OF THE 4-MILE CIRCLE, JUNCTION OF STATE HIGHWAY ROUTES 70 AND 72 AND
 AB8751'COUNTY ROADS 646 AND 642.  THE STATION IS 25.5 FT (7.8 M) SOUTHEAST
 AB8751'FROM THE NORTHERN MOST WOODEN SIGN POST FOR JOHN DAVIDSON ROCKEFELLER
 AB8751'MEMORIAL HIGHWAY, 24.1 FT (7.3 M) NORTHEAST OF THE SOUTHERN MOST POST
 AB8751'OF SAID SIGN, 158.0 FT (48.2 M) NORTH NORTHEAST OF A B TYPE INLET AND
 AB8751'95.2 FT (29.0 M) SOUTHWEST OF A 30 INCH OAK.  THE STATION IS FLUSH
 AB8751'WITH THE GROUND.
 AB8751
 AB8751                          STATION RECOVERY (2002)
 AB8751
 AB8751'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 AB8751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8737 ***********************************************************************
 AB8737  DESIGNATION -  11893
 AB8737  PID         -  AB8737
 AB8737  STATE/COUNTY-  NJ/BURLINGTON
 AB8737  USGS QUAD   -  MOUNT HOLLY (1981)
 AB8737
 AB8737                         *CURRENT SURVEY CONTROL
 AB8737  ___________________________________________________________________
 AB8737* NAD 83(1996)-  39 54 17.84709(N)    074 49 28.20718(W)     ADJUSTED  
 AB8737* NAVD 88     -        11.9    (meters)      39.     (feet)  GPS OBS   
 AB8737  ___________________________________________________________________
 AB8737  X           -   1,282,565.506 (meters)                     COMP
 AB8737  Y           -  -4,728,616.513 (meters)                     COMP
 AB8737  Z           -   4,069,882.562 (meters)                     COMP
 AB8737  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AB8737  ELLIP HEIGHT-         -20.86  (meters)          (10/23/02) GPS OBS
 AB8737  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 AB8737
 AB8737  HORZ ORDER  -  FIRST
 AB8737  ELLP ORDER  -  FOURTH    CLASS I
 AB8737
 AB8737.The horizontal coordinates were established by GPS observations
 AB8737.and adjusted by the National Geodetic Survey in May 1999..
 AB8737
 AB8737.The orthometric height was determined by GPS observations and a
 AB8737.high-resolution geoid model.
 AB8737
 AB8737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8737
 AB8737.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8737
 AB8737.The ellipsoidal height was determined by GPS observations
 AB8737.and is referenced to NAD 83.
 AB8737
 AB8737.The geoid height was determined by GEOID03.
 AB8737
 AB8737;                    North         East     Units Scale Factor Converg.
 AB8737;SPC NJ       -   119,012.949   122,253.891   MT  0.99990947   -0 12 29.4
 AB8737;SPC NJ       -   390,461.65    401,094.64   sFT  0.99990947   -0 12 29.4
 AB8737;UTM  18      - 4,417,223.259   515,001.210   MT  0.99960277   +0 06 45.3
 AB8737
 AB8737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8737!SPC NJ       -   1.00000327  x   0.99990947  =   0.99991274
 AB8737!UTM  18      -   1.00000327  x   0.99960277  =   0.99960604
 AB8737
 AB8737                          SUPERSEDED SURVEY CONTROL
 AB8737
 AB8737  ELLIP H (05/14/99)  -20.85   (m)                       GP(       ) 4 1
 AB8737  NAD 83(1992)-  39 54 17.84645(N)    074 49 28.20714(W) AD(       ) 1
 AB8737  ELLIP H (12/16/96)  -20.88   (m)                       GP(       ) 2 1
 AB8737
 AB8737.Superseded values are not recommended for survey control.
 AB8737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8737.See file dsdata.txt to determine how the superseded data were derived.
 AB8737
 AB8737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1500117223(NAD 83)
 AB8737_MARKER: DD = SURVEY DISK
 AB8737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8737_STAMPING: 11893
 AB8737_MARK LOGO: NJDCED
 AB8737_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8737+STABILITY: SURFACE MOTION
 AB8737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8737+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1995
 AB8737
 AB8737  HISTORY     - Date     Condition        Report By
 AB8737  HISTORY     - 1940     MONUMENTED       NJDCED
 AB8737  HISTORY     - 19951205 GOOD             TWT
 AB8737  HISTORY     - 19990506 MARK NOT FOUND   STEWRT
 AB8737
 AB8737                          STATION DESCRIPTION
 AB8737
 AB8737'DESCRIBED BY TWT CONS ENG 1995 (WPD)
 AB8737'THE STATION IS LOCATED IN THE TOWN OF MEDFORD, NEW JERSEY, MEDFORD
 AB8737'TOWNSHIP IN THE GRASS MEDIAN OF THE MEDFORD TRAFFIC CIRCLE, JUNCTION
 AB8737'OF STATE HIGHWAY ROUTE 70 AND COUNTY ROAD 541.  THE STATION IS LOCATED
 AB8737'IN THE NORTHERN MOST AREA OF THE CIRCLE, 1.0 FT (0.3 M) SOUTH OF THE
 AB8737'EASTERN MOST OF THREE RIGHT ARROW SIGNS, 6.5 FT (2.0 M) BEHIND THE
 AB8737'CURB LINE, 27.3 FT (8.3 M) EAST OF THE CENTER OF AN A INLET CURB, 64.6
 AB8737'FT (19.7 M) WEST OF THE CENTER OF AN A INLET CURB AND 4.5 FT (1.4 M)
 AB8737'WEST OF THE PHYSICAL CENTERLINE OF COUNTY ROAD 541 EXTENDED.  THE
 AB8737'STATION IS 0.3 FT (9.1 CM) BELOW THE SURFACE OF THE GROUND.
 AB8737
 AB8737                          STATION RECOVERY (1999)
 AB8737
 AB8737'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1999 (JMS)
 AB8737'NOT FOUND.  MOST LIKELY DESTROYED DUE TO ROAD CONSTRUCTION OF TRAFFIC
 AB8737'CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0955 ***********************************************************************
 JU0955  DESIGNATION -  119
 JU0955  PID         -  JU0955
 JU0955  STATE/COUNTY-  NJ/CUMBERLAND
 JU0955  USGS QUAD   -  MILLVILLE (1997)
 JU0955
 JU0955                         *CURRENT SURVEY CONTROL
 JU0955  ___________________________________________________________________
 JU0955* NAD 83(1986)-  39 29 59.     (N)    075 00 16.     (W)     SCALED    
 JU0955* NAVD 88     -        30.974  (meters)     101.62   (feet)  ADJUSTED  
 JU0955  ___________________________________________________________________
 JU0955  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JU0955  DYNAMIC HT  -          30.958 (meters)     101.57  (feet)  COMP
 JU0955  MODELED GRAV-     980,114.0   (mgal)                       NAVD 88
 JU0955
 JU0955  VERT ORDER  -  SECOND    CLASS 0
 JU0955
 JU0955.The horizontal coordinates were scaled from a topographic map and have
 JU0955.an estimated accuracy of +/- 6 seconds.
 JU0955
 JU0955.The orthometric height was determined by differential leveling
 JU0955.and adjusted by the National Geodetic Survey in June 1991..
 JU0955
 JU0955.The geoid height was determined by GEOID03.
 JU0955
 JU0955.The dynamic height is computed by dividing the NAVD 88
 JU0955.geopotential number by the normal gravity value computed on the
 JU0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0955.degrees latitude (g = 980.6199 gals.).
 JU0955
 JU0955.The modeled gravity was interpolated from observed gravity values.
 JU0955
 JU0955;                    North         East    Units  Estimated Accuracy
 JU0955;SPC NJ       -    74,100.      106,620.      MT  (+/- 180 meters Scaled)
 JU0955
 JU0955                          SUPERSEDED SURVEY CONTROL
 JU0955
 JU0955  NGVD 29 (??/??/??)   31.343  (m)          102.83   (f) ADJUSTED    2 0
 JU0955
 JU0955.Superseded values are not recommended for survey control.
 JU0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0955.See file dsdata.txt to determine how the superseded data were derived.
 JU0955
 JU0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ996722(NAD 83)
 JU0955_MARKER: Z = SEE DESCRIPTION
 JU0955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0955_SP_SET: MILE POST BASE
 JU0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0955
 JU0955  HISTORY     - Date     Condition        Report By
 JU0955  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0955  HISTORY     - 1936     GOOD             CGS
 JU0955  HISTORY     - 19950613 MARK NOT FOUND   NJGS
 JU0955
 JU0955                          STATION DESCRIPTION
 JU0955
 JU0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 JU0955'1.2 MI NE FROM VINELAND.
 JU0955'1.2 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 JU0955'FROM THE STATION AT VINELAND, CUMBERLAND COUNTY, AT MILEPOST
 JU0955'119, IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE
 JU0955'CENTER LINE OF THE TRACK.  A RAISED LUG.
 JU0955
 JU0955                          STATION RECOVERY (1995)
 JU0955
 JU0955'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 JU0955'THE STATION IS A RAISED LUG ON THE BASE OF A MILEPOST MARKER.  THERE
 JU0955'IS NO EVIDENCE OF EITHER THE CONCRETE BASE OR THE MILEPOST FOUND AT
 JU0955'THIS LOCATION.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2040 ***********************************************************************
 KV2040  DESIGNATION -  12
 KV2040  PID         -  KV2040
 KV2040  STATE/COUNTY-  NJ/HUNTERDON
 KV2040  USGS QUAD   -  LUMBERVILLE (1997)
 KV2040
 KV2040                         *CURRENT SURVEY CONTROL
 KV2040  ___________________________________________________________________
 KV2040* NAD 83(1986)-  40 24 28.     (N)    075 00 49.     (W)     SCALED    
 KV2040* NAVD 88     -        25.405  (meters)      83.35   (feet)  ADJUSTED  
 KV2040  ___________________________________________________________________
 KV2040  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KV2040  DYNAMIC HT  -          25.393 (meters)      83.31  (feet)  COMP
 KV2040  MODELED GRAV-     980,137.3   (mgal)                       NAVD 88
 KV2040
 KV2040  VERT ORDER  -  FIRST     CLASS I
 KV2040
 KV2040.The horizontal coordinates were scaled from a topographic map and have
 KV2040.an estimated accuracy of +/- 6 seconds.
 KV2040
 KV2040.The orthometric height was determined by differential leveling
 KV2040.and adjusted by the National Geodetic Survey in June 1991..
 KV2040
 KV2040.The geoid height was determined by GEOID03.
 KV2040
 KV2040.The dynamic height is computed by dividing the NAVD 88
 KV2040.geopotential number by the normal gravity value computed on the
 KV2040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2040.degrees latitude (g = 980.6199 gals.).
 KV2040
 KV2040.The modeled gravity was interpolated from observed gravity values.
 KV2040
 KV2040;                    North         East    Units  Estimated Accuracy
 KV2040;SPC NJ       -   174,920.      106,410.      MT  (+/- 180 meters Scaled)
 KV2040
 KV2040                          SUPERSEDED SURVEY CONTROL
 KV2040
 KV2040  NGVD 29 (01/10/92)   25.679  (m)           84.25   (f) ADJUSTED    1 1
 KV2040
 KV2040.Superseded values are not recommended for survey control.
 KV2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2040.See file dsdata.txt to determine how the superseded data were derived.
 KV2040
 KV2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK988730(NAD 83)
 KV2040_MARKER: B = BOLT
 KV2040_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV2040_SP_SET: BRIDGE ABUTMENT
 KV2040_MARK LOGO: NONE  
 KV2040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2040+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1988
 KV2040
 KV2040  HISTORY     - Date     Condition        Report By
 KV2040  HISTORY     - UNK      MONUMENTED       PRR
 KV2040  HISTORY     - 1956     GOOD             CGS
 KV2040  HISTORY     - 1975     GOOD             LOCENG
 KV2040  HISTORY     - 19881010 GOOD             NJGS
 KV2040
 KV2040                          STATION DESCRIPTION
 KV2040
 KV2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV2040'2.1 MI NW FROM STOCKTON.
 KV2040'2.1 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV2040'STATION AT STOCKTON, AT THE NORTH END OF THE EAST STONE SEAT OF
 KV2040'A LARGE STEEL BRIDGE OVER A FEEDER CANAL, 6.7 FEET NORTH OF THE
 KV2040'NORTH RAIL AND 5.8 FEET LOWER THAN THE TRACK.
 KV2040
 KV2040                          STATION RECOVERY (1975)
 KV2040
 KV2040'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 KV2040'RECOVERED IN GOOD CONDITION.
 KV2040
 KV2040                          STATION RECOVERY (1988)
 KV2040
 KV2040'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV2040'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV2040'3.36 KM (2.10 MI) ALONG THE RAILROAD GRADE FROM THE OLD STATION AT
 KV2040'STOCKTON, AT THE EAST END ON THE NORTHSIDE OF THE STONE SEAT OF A
 KV2040'LARGE STEEL BRIDGE OVER THE LOCKATONG CREEK, THIS BRIDE IS SOUTH OF
 KV2040'STRUCTURE 1008 150, MILEPOST 24.55 WHICH IS LOCATED ON ROUTE 29, 1.5 M
 KV2040'(4.9 FT) BELOW GRADE OF PATH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7136 ***********************************************************************
 KV7136  DESIGNATION -  12 A 1
 KV7136  PID         -  KV7136
 KV7136  STATE/COUNTY-  NJ/MIDDLESEX
 KV7136  USGS QUAD   -  SOUTH AMBOY (1981)
 KV7136
 KV7136                         *CURRENT SURVEY CONTROL
 KV7136  ___________________________________________________________________
 KV7136* NAD 83(1996)-  40 28 40.99716(N)    074 16 56.03733(W)     ADJUSTED  
 KV7136* NAVD 88     -        25.370  (meters)      83.23   (feet)  ADJUSTED  
 KV7136  ___________________________________________________________________
 KV7136  X           -   1,316,138.761 (meters)                     COMP
 KV7136  Y           -  -4,676,745.175 (meters)                     COMP
 KV7136  Z           -   4,118,501.940 (meters)                     COMP
 KV7136  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 KV7136  ELLIP HEIGHT-          -7.12  (meters)          (10/23/02) GPS OBS
 KV7136  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV7136  DYNAMIC HT  -          25.359 (meters)      83.20  (feet)  COMP
 KV7136  MODELED GRAV-     980,216.8   (mgal)                       NAVD 88
 KV7136
 KV7136  HORZ ORDER  -  FIRST
 KV7136  VERT ORDER  -  FIRST     CLASS II
 KV7136  ELLP ORDER  -  FOURTH    CLASS I
 KV7136
 KV7136.The horizontal coordinates were established by GPS observations
 KV7136.and adjusted by the National Geodetic Survey in May 1999..
 KV7136
 KV7136.The orthometric height was determined by differential leveling
 KV7136.and adjusted by the National Geodetic Survey in March 2001..
 KV7136.No vertical observational check was made to the station.
 KV7136
 KV7136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7136
 KV7136.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7136
 KV7136.The ellipsoidal height was determined by GPS observations
 KV7136.and is referenced to NAD 83.
 KV7136
 KV7136.The geoid height was determined by GEOID03.
 KV7136
 KV7136.The dynamic height is computed by dividing the NAVD 88
 KV7136.geopotential number by the normal gravity value computed on the
 KV7136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV7136.degrees latitude (g = 980.6199 gals.).
 KV7136
 KV7136.The modeled gravity was interpolated from observed gravity values.
 KV7136
 KV7136;                    North         East     Units Scale Factor Converg.
 KV7136;SPC NJ       -   182,614.711   168,463.831   MT  0.99990420   +0 08 28.9
 KV7136;SPC NJ       -   599,128.43    552,701.75   sFT  0.99990420   +0 08 28.9
 KV7136;SPC NY L     -    34,616.672   276,067.642   MT  1.00001586   -0 11 04.6
 KV7136;SPC NY L     -   113,571.53    905,731.92   sFT  1.00001586   -0 11 04.6
 KV7136;UTM  18      - 4,481,066.206   560,839.268   MT  0.99964556   +0 27 57.4
 KV7136
 KV7136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7136!SPC NJ       -   1.00000112  x   0.99990420  =   0.99990532
 KV7136!SPC NY L     -   1.00000112  x   1.00001586  =   1.00001698
 KV7136!UTM  18      -   1.00000112  x   0.99964556  =   0.99964668
 KV7136
 KV7136                          SUPERSEDED SURVEY CONTROL
 KV7136
 KV7136  NAD 83(1996)-  40 28 40.99679(N)    074 16 56.03770(W) AD(       ) 1
 KV7136  NAD 83(1992)-  40 28 40.99608(N)    074 16 56.03713(W) AD(       ) 1
 KV7136  ELLIP H (09/14/94)   -7.19   (m)                       GP(       ) 3 1
 KV7136
 KV7136.Superseded values are not recommended for survey control.
 KV7136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7136.See file dsdata.txt to determine how the superseded data were derived.
 KV7136
 KV7136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6083981066(NAD 83)
 KV7136_MARKER: DD = SURVEY DISK
 KV7136_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV7136_SP_SET: RETAINING WALL
 KV7136_STAMPING: 12 A 1 1990
 KV7136_MARK LOGO: NJGS  
 KV7136_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7136+STABILITY: SURFACE MOTION
 KV7136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7136+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2002
 KV7136
 KV7136  HISTORY     - Date     Condition        Report By
 KV7136  HISTORY     - 1990     MONUMENTED       NJGS
 KV7136  HISTORY     - 19931129 GOOD
 KV7136  HISTORY     - 19940429 GOOD             NJGS
 KV7136  HISTORY     - 19980520 GOOD             NJGS
 KV7136  HISTORY     - 20020607 GOOD             AASCO
 KV7136
 KV7136                          STATION DESCRIPTION
 KV7136
 KV7136'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV7136'THE STATION IS LOCATED IN THE CITY OF SOUTH AMBOY. TO REACH THE
 KV7136'STATION FROM THE JUNCTION OF U.S. HIGHWAY 9 AND BORDENTOWN ROAD,
 KV7136'COUNTY ROAD 615, PROCEED 1.15 MI (1.85 KM) NORTHEAST ON BORDENTOWN
 KV7136'ROAD TO THE STATION ON THE RIGHT. THE STATION CAN ALSO BE REACHED
 KV7136'FROM THE JUNCTION OF NORTHBOUND STATE ROUTE 35 AND THE PINE STREET
 KV7136'RAMP BY GOING 1.05 MI (1.69 KM) NORTHWEST ON SOUTH PINE STREET TO THE
 KV7136'JUNCTION WITH BORDENTOWN ROAD, TURN RIGHT AND GO 0.1 MI (0.2 KM)
 KV7136'NORTHEAST TO THE STATION ON THE RIGHT.  THE STATION IS SET IN THE
 KV7136'NORTHWEST CORNER OF A CONCRETE RETAINING WALL SURROUNDING A CANNON,
 KV7136'IN CANNON VETERANS PARK, 6.8 M (22.3 FT) WEST NORTHWEST OF THE
 KV7136'NORTHWEST CURBLINE OF CATHERINE STREET, 2.4 M (7.9 FT) WEST NORTHWEST
 KV7136'OF THE NORTHEAST CORNER OF THE WALL, 2.75 M (9.02 FT) NORTHEAST OF
 KV7136'THE SOUTHWEST CORNER OF THE WALL, 7.1 M (23.3 FT) SOUTHWEST OF THE
 KV7136'CENTER OF A WOODEN GAZEBO, 7.2 M (23.6 FT) SOUTHEAST OF THE
 KV7136'CENTERLINE OF A PAVED ROAD, AND IS ABOUT 0.4 M (1.3 FT) ABOVE THE
 KV7136'GROUND.
 KV7136
 KV7136                          STATION RECOVERY (1993)
 KV7136
 KV7136'RECOVERED 1993
 KV7136'RECOVERED IN GOOD CONDITION.
 KV7136
 KV7136                          STATION RECOVERY (1994)
 KV7136
 KV7136'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 KV7136'THE STATION IS LOCATED IN THE CITY OF SOUTH AMBOY.  TO REACH THE
 KV7136'STATION FROM THE JUNCTION OF U.S. HIGHWAY 9 AND BORDENTOWN ROAD,
 KV7136'COUNTY ROAD 615, GO NORTHEAST FOR 1.15 MI (1.85 KM) ON BORDENTOWN ROAD
 KV7136'TO THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN THE
 KV7136'NORTHEAST CORNER OF A CONCRETE RETAINING WALL SURROUNDING A CANNON IN
 KV7136'CANNON VETERANS PARK.  THE STATION CAN ALSO BE REACHED FROM THE
 KV7136'JUNCTION OF NORTHBOUND STATE ROUTE 35 AND THE PINE STREET RAMP BY
 KV7136'GOING 1.05 MI (1.69 KM) NORTHWEST ON SOUTH PINE STREET TO THE JUNCTION
 KV7136'WITH BORDENTOWN ROAD.  TURN RIGHT AND GO 0.1 MI (0.2 KM) NORTHEAST TO
 KV7136'THE STATION ON THE RIGHT.  THE STATION IS 6.8 M (22.3 FT) WEST
 KV7136'NORTHWEST OF THE NORTHWEST CURBLINE OF CATHERINE STREET, 2.4 M (7.9
 KV7136'FT) WEST NORTHWEST OF THE NORTHEAST CORNER OF THE WALL, 2.75 M (9.02
 KV7136'FT) NORTHEAST OF THE SOUTHWEST CORNER OF THE WALL, 7.1 M (23.3 FT)
 KV7136'SOUTHWEST OF THE CENTER OF A WOODEN GAZEBO, 7.2 M (23.6 FT) SOUTHEAST
 KV7136'OF THE CENTERLINE OF A PAVED ROAD, AND IS ABOUT 0.4 M (1.3 FT) ABOVE
 KV7136'THE GROUND.
 KV7136
 KV7136                          STATION RECOVERY (1998)
 KV7136
 KV7136'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV7136'RECOVERED AS DESCRIBED.
 KV7136
 KV7136                          STATION RECOVERY (2002)
 KV7136
 KV7136'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (GLB)
 KV7136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6720 ***********************************************************************
 KV6720  DESIGNATION -  12 A 2
 KV6720  PID         -  KV6720
 KV6720  STATE/COUNTY-  NJ/MIDDLESEX
 KV6720  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6720
 KV6720                         *CURRENT SURVEY CONTROL
 KV6720  ___________________________________________________________________
 KV6720* NAD 83(1996)-  40 25 52.83178(N)    074 26 03.25889(W)     ADJUSTED  
 KV6720* NAVD 88     -        37.7    (meters)     124.     (feet)  GPS OBS   
 KV6720  ___________________________________________________________________
 KV6720  X           -   1,304,632.328 (meters)                     COMP
 KV6720  Y           -  -4,683,471.475 (meters)                     COMP
 KV6720  Z           -   4,114,562.776 (meters)                     COMP
 KV6720  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 KV6720  ELLIP HEIGHT-           4.93  (meters)          (10/23/02) GPS OBS
 KV6720  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV6720
 KV6720  HORZ ORDER  -  FIRST
 KV6720  ELLP ORDER  -  FOURTH    CLASS I
 KV6720
 KV6720.The horizontal coordinates were established by GPS observations
 KV6720.and adjusted by the National Geodetic Survey in May 1999..
 KV6720
 KV6720.The orthometric height was determined by GPS observations and a
 KV6720.high-resolution geoid model.
 KV6720
 KV6720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6720
 KV6720.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6720
 KV6720.The ellipsoidal height was determined by GPS observations
 KV6720.and is referenced to NAD 83.
 KV6720
 KV6720.The geoid height was determined by GEOID03.
 KV6720
 KV6720;                    North         East     Units Scale Factor Converg.
 KV6720;SPC NJ       -   177,407.403   155,579.570   MT  0.99990038   +0 02 33.5
 KV6720;SPC NJ       -   582,044.12    510,430.64   sFT  0.99990038   +0 02 33.5
 KV6720;UTM  18      - 4,475,787.427   547,988.111   MT  0.99962835   +0 22 00.9
 KV6720
 KV6720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6720!SPC NJ       -   0.99999923  x   0.99990038  =   0.99989961
 KV6720!UTM  18      -   0.99999923  x   0.99962835  =   0.99962758
 KV6720
 KV6720                          SUPERSEDED SURVEY CONTROL
 KV6720
 KV6720  ELLIP H (05/14/99)    4.94   (m)                       GP(       ) 4 1
 KV6720  NAD 83(1996)-  40 25 52.83146(N)    074 26 03.26084(W) AD(       ) 1
 KV6720  NAD 83(1986)-  40 25 52.83133(N)    074 26 03.26105(W) AD(       ) 1
 KV6720
 KV6720.Superseded values are not recommended for survey control.
 KV6720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6720.See file dsdata.txt to determine how the superseded data were derived.
 KV6720
 KV6720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4798875787(NAD 83)
 KV6720_MARKER: DD = SURVEY DISK
 KV6720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6720_SP_SET: CONCRETE POST
 KV6720_STAMPING: 12 A 2 1991
 KV6720_MARK LOGO: NJGS  
 KV6720_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6720+STABILITY: SURFACE MOTION
 KV6720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6720+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1992
 KV6720
 KV6720  HISTORY     - Date     Condition        Report By
 KV6720  HISTORY     - 1991     MONUMENTED       NJGS
 KV6720  HISTORY     - 19920214 GOOD
 KV6720
 KV6720                          STATION DESCRIPTION
 KV6720
 KV6720'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6720'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON THE NORTH SIDE OF
 KV6720'DUTCH ROAD NEAR THE BRIDGE CARRYING DUTCH ROAD OVER THE NEW JERSEY
 KV6720'TURNPIKE.  TO REACH THE STATION FROM THE INTERSECTION OF DUNHAMS
 KV6720'CORNER ROAD AND DUTCH ROAD GO 0.7 MI (1.1 KM) NORTH ON DUTCH ROAD TO
 KV6720'THE STATION ON THE RIGHT.  THE STATION IS 17.0 FT (5.2 M) SOUTHEAST
 KV6720'OF POLE 2549EB,  66.3 FT (20.2 M) SOUTHEAST OF COLONIAL PIPELINE GAS
 KV6720'MARKER.  THE MARKER IS COLORED ORANGE.  67.7 FT (20.6 M) SOUTHEAST
 KV6720'FROM THE NORTHEAST CORNER BRIDGE ABUTMENT,  26.4 FT (8.0 M) NORTHEAST
 KV6720'OF THE CENTERLINE OF DUTCH ROAD,  14.8 FT (4.5 M) NORTHERLY OF THE
 KV6720'CENTERLINE OF THE WOOD BREAKAWAY END POST OF THE METAL GUARDRAIL ON
 KV6720'THE NORTH SIDE OF DUTCH ROAD.  THE STATION IS FLUSH WITH THE GROUND.
 KV6720
 KV6720                          STATION RECOVERY (1992)
 KV6720
 KV6720'RECOVERED 1992
 KV6720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6796 ***********************************************************************
 KV6796  DESIGNATION -  12 A 3
 KV6796  PID         -  KV6796
 KV6796  STATE/COUNTY-  NJ/MIDDLESEX
 KV6796  USGS QUAD   -  HIGHTSTOWN (1981)
 KV6796
 KV6796                         *CURRENT SURVEY CONTROL
 KV6796  ___________________________________________________________________
 KV6796* NAD 83(1996)-  40 17 39.23331(N)    074 32 38.44447(W)     ADJUSTED  
 KV6796* NAVD 88     -        24.4    (meters)      80.     (feet)  GPS OBS   
 KV6796  ___________________________________________________________________
 KV6796  X           -   1,298,281.794 (meters)                     COMP
 KV6796  Y           -  -4,695,456.133 (meters)                     COMP
 KV6796  Z           -   4,102,953.315 (meters)                     COMP
 KV6796  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 KV6796  ELLIP HEIGHT-          -8.42  (meters)          (10/23/02) GPS OBS
 KV6796  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV6796
 KV6796  HORZ ORDER  -  FIRST
 KV6796  ELLP ORDER  -  FOURTH    CLASS I
 KV6796
 KV6796.The horizontal coordinates were established by GPS observations
 KV6796.and adjusted by the National Geodetic Survey in May 1999..
 KV6796
 KV6796.The orthometric height was determined by GPS observations and a
 KV6796.high-resolution geoid model.
 KV6796
 KV6796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6796
 KV6796.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6796
 KV6796.The ellipsoidal height was determined by GPS observations
 KV6796.and is referenced to NAD 83.
 KV6796
 KV6796.The geoid height was determined by GEOID03.
 KV6796
 KV6796;                    North         East     Units Scale Factor Converg.
 KV6796;SPC NJ       -   162,182.787   146,258.171   MT  0.99990017   -0 01 42.5
 KV6796;SPC NJ       -   532,094.69    479,848.68   sFT  0.99990017   -0 01 42.5
 KV6796;UTM  18      - 4,460,514.602   538,755.462   MT  0.99961849   +0 17 41.6
 KV6796
 KV6796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6796!SPC NJ       -   1.00000132  x   0.99990017  =   0.99990149
 KV6796!UTM  18      -   1.00000132  x   0.99961849  =   0.99961981
 KV6796
 KV6796                          SUPERSEDED SURVEY CONTROL
 KV6796
 KV6796  NAD 83(1986)-  40 17 39.23330(N)    074 32 38.44693(W) AD(       ) 1
 KV6796  NGVD 29 (09/20/93)   24.7    (m)           81.     (f) GPS OBS        
 KV6796
 KV6796.Superseded values are not recommended for survey control.
 KV6796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6796.See file dsdata.txt to determine how the superseded data were derived.
 KV6796
 KV6796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3875560515(NAD 83)
 KV6796_MARKER: DD = SURVEY DISK
 KV6796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6796_SP_SET: CONCRETE POST
 KV6796_STAMPING: 12 A 3 1991
 KV6796_MARK LOGO: NJGS  
 KV6796_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6796+STABILITY: SURFACE MOTION
 KV6796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6796+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1992
 KV6796
 KV6796  HISTORY     - Date     Condition        Report By
 KV6796  HISTORY     - 1991     MONUMENTED       NJGS
 KV6796  HISTORY     - 19920319 GOOD
 KV6796  HISTORY     - 20040708 MARK NOT FOUND   GEOCAC
 KV6796
 KV6796                          STATION DESCRIPTION
 KV6796
 KV6796'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6796'THE STATION IS LOCATED IN CRANBURY TOWNSHIP ON THE GROUNDS OF THE
 KV6796'CRANBURY TOWNSHIP MUNICIPAL PARK ON THE NORTH SIDE OF COUNTY ROAD
 KV6796'535.  TO REACH THE STATION FROM THE JUNCTION OF THE PRINCETON
 KV6796'HIGHSTOWN ROAD, COUNTY ROAD 571 AND THE EDINBURG ROAD, COUNTY ROAD
 KV6796'535 AT LOCUST CORNER, GO 0.3 MI (0.5 KM) NORTHEAST ON COUNTY ROAD
 KV6796'535, CROSSING THE MILLSTONE RIVER, TO THE STATION ON THE LEFT.  THE
 KV6796'STATION IS 20.9 M (68.6 FT) NORTHEAST FROM A DRINKING WATER FOUNTAIN
 KV6796'DIRECTLY BEHIND A BASEBALL FIELD BACKSTOP, 12.4 M (40.7 FT) NORTH
 KV6796'FROM AN INLET IN A DRAINAGE SWALE, 23.15 M (75.95 FT) EAST NORTHEAST
 KV6796'FROM THE CENTER POST OF A BASEBALL FIELD BACKSTOP, 20.7 M (67.9 FT)
 KV6796'NORTHEAST FROM THE NORTHEAST POST OF THE BACKSTOP, 20.6 M (67.6 FT)
 KV6796'NORTHEAST FROM THE NORTH POST OF THE BACKSTOP, 27.3 M (89.6 FT)
 KV6796'NORTHEAST FROM HOME PLATE AND 55.5 M (182.1 FT) NORTH NORTHWEST OF
 KV6796'POLE NUMBER TS931CB ON THE NORTHEAST SIDE OF COUNTY ROAD 535.  THE
 KV6796'STATION IS SET FLUSH WITH THE GROUND.
 KV6796'THE STATION IS LOCATED IN CRANBURY TOWNSHIP ON THE GROUNDS OF THE
 KV6796'CRANBURY TOWNSHIP MUNICIPAL PARK, LOCATED ON THE NORTH SIDE OF COUNTY
 KV6796'ROAD 535, OLD TRENTON ROAD.  TO REACH THE STATION FROM THE CROSSROADS
 KV6796'INTERSECTION OF COUNTY ROAD 535 AND COUNTY ROAD 571, PRINCETON
 KV6796'HIGHTSTOWN ROAD, GO NORTHEAST ON COUNTY ROAD 535 FOR 0.3 MI (0.5 KM)
 KV6796'TO THE STATION ON THE LEFT, SET IN A DRAINAGE SWALE, EAST OF A METAL
 KV6796'BACKSTOP CAGE FOR A BASEBALL DIAMOND AND IN LINE WITH THE THIRD
 KV6796'BASELINE AND THE LEFT FIELD FOUL POLE.  THE STATION IS 20.9 M
 KV6796'(68.6 FT) NORTHEAST FROM A DRINKING WATER FOUNTAIN DIRECTLY BEHIND
 KV6796'THE BACKSTOP, 12.4 M (40.7 FT) NORTH FROM AN INLET IN THE MIDDLE OF
 KV6796'THE DRAINAGE SWALE, 23.15 M (75.95 FT) EAST NORTHEAST FROM THE CENTER
 KV6796'POST OF THE METAL BACKSTOP CAGE, 27.3 M (89.6 FT) NORTHEAST FROM HOME
 KV6796'PLATE, 55.5 M (182.1 FT) NORTH NORTHWEST FROM POLE TS 931 CB LOCATED
 KV6796'ALONG THE NORTHEAST SIDE OF COUNTY ROAD 535, 20.7 M (67.9 FT)
 KV6796'NORTHEAST FROM THE NORTHEAST CENTER POST OF THE METAL BACKSTOP CAGE,
 KV6796'20.6 M (67.6 FT) NORTHEAST FROM THE NORTH POST OF THE METAL BACKSTOP
 KV6796'CAGE AND 114 M (374.0 FT) WEST SOUTHWEST FROM THE SOUTHWEST CORNER OF
 KV6796'A ONE STORY FRAME BARN.  THE STATION IS SET FLUSH WITH THE GROUND.
 KV6796
 KV6796                          STATION RECOVERY (1992)
 KV6796
 KV6796'RECOVERED 1992
 KV6796'RECOVERED IN GOOD CONDITION.
 KV6796
 KV6796                          STATION RECOVERY (2004)
 KV6796
 KV6796'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 KV6796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7139 ***********************************************************************
 DF7139  DESIGNATION -  12 A 4
 DF7139  PID         -  DF7139
 DF7139  STATE/COUNTY-  NJ/MIDDLESEX
 DF7139  USGS QUAD   -  NEW BRUNSWICK (1981)
 DF7139
 DF7139                         *CURRENT SURVEY CONTROL
 DF7139  ___________________________________________________________________
 DF7139* NAD 83(1986)-  40 23 57.     (N)    074 22 55.     (W)     SCALED    
 DF7139* NAVD 88     -         9.242  (meters)      30.32   (feet)  ADJUSTED  
 DF7139  ___________________________________________________________________
 DF7139  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 DF7139  DYNAMIC HT  -           9.238 (meters)      30.31  (feet)  COMP
 DF7139  MODELED GRAV-     980,200.0   (mgal)                       NAVD 88
 DF7139
 DF7139  VERT ORDER  -  FIRST     CLASS II
 DF7139
 DF7139.The horizontal coordinates were scaled from a topographic map and have
 DF7139.an estimated accuracy of +/- 6 seconds.
 DF7139
 DF7139.The orthometric height was determined by differential leveling
 DF7139.and adjusted by the National Geodetic Survey in March 2005..
 DF7139
 DF7139.The geoid height was determined by GEOID03.
 DF7139
 DF7139.The dynamic height is computed by dividing the NAVD 88
 DF7139.geopotential number by the normal gravity value computed on the
 DF7139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7139.degrees latitude (g = 980.6199 gals.).
 DF7139
 DF7139.The modeled gravity was interpolated from observed gravity values.
 DF7139
 DF7139;                    North         East    Units  Estimated Accuracy
 DF7139;SPC NJ       -   173,840.      160,020.      MT  (+/- 180 meters Scaled)
 DF7139
 DF7139                          SUPERSEDED SURVEY CONTROL
 DF7139
 DF7139.No superseded survey control is available for this station.
 DF7139
 DF7139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK524722(NAD 83)
 DF7139_MARKER: DD = SURVEY DISK
 DF7139_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF7139_SP_SET: CURB
 DF7139_STAMPING: 12 A 4 2002
 DF7139_MARK LOGO: NJGS  
 DF7139_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF7139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7139+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 DF7139
 DF7139  HISTORY     - Date     Condition        Report By
 DF7139  HISTORY     - 20020723 MONUMENTED       NJGS
 DF7139
 DF7139                          STATION DESCRIPTION
 DF7139
 DF7139'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DF7139'THE STATION IS LOCATED IN  SPOTSWOOD, SET IN A DRILL HOLE IN THE
 DF7139'CURBLINE ON THE
 DF7139'SOUTHEAST CORNER OF THE JUNCTION OF MAIN STREET (COUNTY ROAD 615) AND
 DF7139'KOPAK WAY.  TO
 DF7139'REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 18 BRIDGE OVER
 DF7139'COUNTY ROAD 615, IN
 DF7139'OLD BRIDGE, GO ABOUT 1.25 MI SOUTH WEST ON COUNTY ROAD 615 TO THE
 DF7139'STATION ON THE LEFT.
 DF7139' 
 DF7139'THE STATION IS ACROSS THE ROAD FROM HOUSE NUMBER 238 MAIN STREET, 11.6
 DF7139'M SOUTH OF THE
 DF7139'CENTERLINS OF COUNTY ROAD 615, 5.8 M EAST OF THE CENTERLINE OF KOPAK
 DF7139'WAY, 21.1 M
 DF7139'SOUTHWEST OF POLE NUMBER 40016 SD.
 DF7139'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6701 ***********************************************************************
 KV6701  DESIGNATION -  12 B 1
 KV6701  PID         -  KV6701
 KV6701  STATE/COUNTY-  NJ/MIDDLESEX
 KV6701  USGS QUAD   -  MONMOUTH JUNCTION (1981)
 KV6701
 KV6701                         *CURRENT SURVEY CONTROL
 KV6701  ___________________________________________________________________
 KV6701* NAD 83(1996)-  40 23 10.86993(N)    074 35 41.95351(W)     ADJUSTED  
 KV6701* NAVD 88     -        43.0    (meters)     141.     (feet)  GPS OBS   
 KV6701  ___________________________________________________________________
 KV6701  X           -   1,292,348.563 (meters)                     COMP
 KV6701  Y           -  -4,690,239.005 (meters)                     COMP
 KV6701  Z           -   4,110,762.030 (meters)                     COMP
 KV6701  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 KV6701  ELLIP HEIGHT-           9.87  (meters)          (10/23/02) GPS OBS
 KV6701  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KV6701
 KV6701  HORZ ORDER  -  FIRST
 KV6701  ELLP ORDER  -  FOURTH    CLASS I
 KV6701
 KV6701.The horizontal coordinates were established by GPS observations
 KV6701.and adjusted by the National Geodetic Survey in May 1999..
 KV6701
 KV6701.The orthometric height was determined by GPS observations and a
 KV6701.high-resolution geoid model.
 KV6701
 KV6701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6701
 KV6701.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6701
 KV6701.The ellipsoidal height was determined by GPS observations
 KV6701.and is referenced to NAD 83.
 KV6701
 KV6701.The geoid height was determined by GEOID03.
 KV6701
 KV6701;                    North         East     Units Scale Factor Converg.
 KV6701;SPC NJ       -   172,414.421   141,935.391   MT  0.99990080   -0 03 41.6
 KV6701;SPC NJ       -   565,662.98    465,666.36   sFT  0.99990080   -0 03 41.6
 KV6701;UTM  18      - 4,470,718.755   534,376.197   MT  0.99961455   +0 15 44.7
 KV6701
 KV6701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6701!SPC NJ       -   0.99999845  x   0.99990080  =   0.99989925
 KV6701!UTM  18      -   0.99999845  x   0.99961455  =   0.99961300
 KV6701
 KV6701                          SUPERSEDED SURVEY CONTROL
 KV6701
 KV6701  ELLIP H (05/14/99)    9.88   (m)                       GP(       ) 4 1
 KV6701  NAD 83(1986)-  40 23 10.86970(N)    074 35 41.95583(W) AD(       ) 1
 KV6701
 KV6701.Superseded values are not recommended for survey control.
 KV6701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6701.See file dsdata.txt to determine how the superseded data were derived.
 KV6701
 KV6701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3437670719(NAD 83)
 KV6701_MARKER: DD = SURVEY DISK
 KV6701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6701_SP_SET: CONCRETE POST
 KV6701_STAMPING: 12 B 1 1990
 KV6701_MARK LOGO: NJGS  
 KV6701_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6701+STABILITY: SURFACE MOTION
 KV6701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6701+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6701
 KV6701  HISTORY     - Date     Condition        Report By
 KV6701  HISTORY     - 1990     MONUMENTED       NJGS
 KV6701
 KV6701                          STATION DESCRIPTION
 KV6701
 KV6701'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6701'THE STATION IS LOCATED IN SOUTH BRUNSWICK TOWNSHIP, ON THE SOUTHEAST
 KV6701'SIDE OF STATE ROUTE 27, SET IN THE MEDIAN ISLAND AT THE ENTRANCE
 KV6701'DRIVE TO THE PRINCETON WALK TOWNHOUSE CONDOMINIUM DEVELOPMENT.  TO
 KV6701'REACH THE STATION FROM THE ROUTE 27 BRIDGE SPANNING THE MILLSTONE
 KV6701'RIVER, GO 2.64 KM (1.65 MI) NORTH ON ROUTE 27 TO THE ENTRANCE DRIVE
 KV6701'AND THE STATION ON THE RIGHT.  THE STATION IS ALSO 3.76 KM (2.35 MI)
 KV6701'SOUTH ON ROUTE 27 FROM THE JUNCTION OF ROUTE 27 AND COUNTY ROUTE 518,
 KV6701'TO THE DRIVE AND THE STATION ON THE LEFT.  THE STATION IS 26.8 M
 KV6701'(87.9 FT) EAST SOUTHEAST OF THE CENTERLINE OF ROUTE 27, 22.5 M
 KV6701'(73.8 FT) SOUTHWEST OF THE MIDDLE OF THREE FLAG POLES BEHIND THE
 KV6701'STONE SIGN ON THE NORTH SIDE OF THE DRIVE, 21.5 M (70.5 FT) SOUTH OF
 KV6701'POLE 61320 SB, 15.6 M (51.2 FT) EAST SOUTHEAST OF AN INLET AT THE
 KV6701'NOSE OF THE ISLAND AND 0.05 M (0.16 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6721 ***********************************************************************
 KV6721  DESIGNATION -  12 B 2
 KV6721  PID         -  KV6721
 KV6721  STATE/COUNTY-  NJ/MIDDLESEX
 KV6721  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6721
 KV6721                         *CURRENT SURVEY CONTROL
 KV6721  ___________________________________________________________________
 KV6721* NAD 83(1996)-  40 25 31.30962(N)    074 26 27.27489(W)     ADJUSTED  
 KV6721* NAVD 88     -        36.0    (meters)     118.     (feet)  GPS OBS   
 KV6721  ___________________________________________________________________
 KV6721  X           -   1,304,202.126 (meters)                     COMP
 KV6721  Y           -  -4,684,036.787 (meters)                     COMP
 KV6721  Z           -   4,114,056.295 (meters)                     COMP
 KV6721  LAPLACE CORR-           5.58  (seconds)                    DEFLEC99
 KV6721  ELLIP HEIGHT-           3.17  (meters)          (10/23/02) GPS OBS
 KV6721  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV6721
 KV6721  HORZ ORDER  -  FIRST
 KV6721  ELLP ORDER  -  FOURTH    CLASS I
 KV6721
 KV6721.The horizontal coordinates were established by GPS observations
 KV6721.and adjusted by the National Geodetic Survey in May 1999..
 KV6721
 KV6721.The orthometric height was determined by GPS observations and a
 KV6721.high-resolution geoid model.
 KV6721
 KV6721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6721
 KV6721.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6721
 KV6721.The ellipsoidal height was determined by GPS observations
 KV6721.and is referenced to NAD 83.
 KV6721
 KV6721.The geoid height was determined by GEOID03.
 KV6721
 KV6721;                    North         East     Units Scale Factor Converg.
 KV6721;SPC NJ       -   176,743.213   155,013.999   MT  0.99990031   +0 02 17.9
 KV6721;SPC NJ       -   579,865.02    508,575.10   sFT  0.99990031   +0 02 17.9
 KV6721;UTM  18      - 4,475,120.228   547,426.461   MT  0.99962769   +0 21 45.2
 KV6721
 KV6721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6721!SPC NJ       -   0.99999950  x   0.99990031  =   0.99989981
 KV6721!UTM  18      -   0.99999950  x   0.99962769  =   0.99962719
 KV6721
 KV6721                          SUPERSEDED SURVEY CONTROL
 KV6721
 KV6721  ELLIP H (05/14/99)    3.18   (m)                       GP(       ) 4 1
 KV6721  NAD 83(1996)-  40 25 31.30930(N)    074 26 27.27703(W) AD(       ) 1
 KV6721  NAD 83(1986)-  40 25 31.30924(N)    074 26 27.27711(W) AD(       ) 1
 KV6721
 KV6721.Superseded values are not recommended for survey control.
 KV6721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6721.See file dsdata.txt to determine how the superseded data were derived.
 KV6721
 KV6721_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4742675120(NAD 83)
 KV6721_MARKER: DD = SURVEY DISK
 KV6721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6721_SP_SET: CONCRETE POST
 KV6721_STAMPING: 12 B 2 1991
 KV6721_MARK LOGO: NJGS  
 KV6721_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6721+STABILITY: SURFACE MOTION
 KV6721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6721+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 KV6721
 KV6721  HISTORY     - Date     Condition        Report By
 KV6721  HISTORY     - 1991     MONUMENTED       NJGS
 KV6721  HISTORY     - 19920204 GOOD
 KV6721
 KV6721                          STATION DESCRIPTION
 KV6721
 KV6721'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6721'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON THE SOUTH SIDE OF
 KV6721'HARDENBURG LANE NEAR THE BRIDGE CARRYING HARDENBURG LANE OVER THE NEW
 KV6721'JERSEY TURNPIKE.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV6721'DUNHAMS CORNER ROAD GO 0.6 MI (1.0 KM) NORTHERLY TO THE BRIDGE OVER
 KV6721'THE NEW JERSEY TURNPIKE.  GO ACROSS THE BRIDGE AND THE STATION IS ON
 KV6721'THE LEFT SIDE OF HARDENBURG LANE.  17.7 FT (5.4 M) SOUTHWEST FROM THE
 KV6721'CENTERLINE OF HARDENBURG LANE,  THE STATION IS 26.9 FT (8.2 M)
 KV6721'SOUTHWEST OF A 3.5 FT (1.1 M) DIAMETER MANHOLE IN THE NORTHWESTERLY
 KV6721'LANE OF HARDENBURG LANE,  58.2 FT (17.7 M) NORTHWESTERLY FROM THE
 KV6721'SOUTHWEST BRIDGE ABUTMENT,  78.8 FT (24.0 M) SOUTHWEST OF A TALL
 KV6721'GREEN METAL POWER POLE ADJACENT TO THE TURNPIKE,  53.1 FT (16.2 M)
 KV6721'SOUTHEAST OF POLE 2836EBW ON THE NORTH SIDE OF HARDENBURG LANE,  3.5
 KV6721'FT (1.1 M) SOUTHWEST BEHIND THE METAL GUARDRAIL.  THE STATION IS
 KV6721'LOCATED 0.1 FT (0.0 M) BELOW THE GROUND.
 KV6721
 KV6721                          STATION RECOVERY (1992)
 KV6721
 KV6721'RECOVERED 1992
 KV6721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6936 ***********************************************************************
 KV6936  DESIGNATION -  12 B 3
 KV6936  PID         -  KV6936
 KV6936  STATE/COUNTY-  NJ/MIDDLESEX
 KV6936  USGS QUAD   -  JAMESBURG (1981)
 KV6936
 KV6936                         *CURRENT SURVEY CONTROL
 KV6936  ___________________________________________________________________
 KV6936* NAD 83(1996)-  40 20 50.46804(N)    074 26 07.45630(W)     ADJUSTED  
 KV6936* NAVD 88     -        15.2    (meters)      50.     (feet)  GPS OBS   
 KV6936  ___________________________________________________________________
 KV6936  X           -   1,306,154.021 (meters)                     COMP
 KV6936  Y           -  -4,689,303.311 (meters)                     COMP
 KV6936  Z           -   4,107,444.745 (meters)                     COMP
 KV6936  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 KV6936  ELLIP HEIGHT-         -17.43  (meters)          (10/23/02) GPS OBS
 KV6936  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KV6936
 KV6936  HORZ ORDER  -  FIRST
 KV6936  ELLP ORDER  -  FOURTH    CLASS I
 KV6936
 KV6936.The horizontal coordinates were established by GPS observations
 KV6936.and adjusted by the National Geodetic Survey in May 1999..
 KV6936
 KV6936.The orthometric height was determined by GPS observations and a
 KV6936.high-resolution geoid model.
 KV6936
 KV6936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6936
 KV6936.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6936
 KV6936.The ellipsoidal height was determined by GPS observations
 KV6936.and is referenced to NAD 83.
 KV6936
 KV6936.The geoid height was determined by GEOID03.
 KV6936
 KV6936;                    North         East     Units Scale Factor Converg.
 KV6936;SPC NJ       -   168,081.842   155,487.457   MT  0.99990037   +0 02 30.6
 KV6936;SPC NJ       -   551,448.51    510,128.43   sFT  0.99990037   +0 02 30.6
 KV6936;UTM  18      - 4,466,464.031   547,948.744   MT  0.99962830   +0 21 55.9
 KV6936
 KV6936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6936!SPC NJ       -   1.00000273  x   0.99990037  =   0.99990310
 KV6936!UTM  18      -   1.00000273  x   0.99962830  =   0.99963103
 KV6936
 KV6936:                Primary Azimuth Mark                     Grid Az
 KV6936:SPC NJ       -  12 C 3                                   174 27 07.9
 KV6936:UTM  18      -  12 C 3                                   174 07 42.6
 KV6936
 KV6936|---------------------------------------------------------------------|
 KV6936| PID    Reference Object                     Distance      Geod. Az  |
 KV6936|                                                           dddmmss.s |
 KV6936| KV6937 12 C 3                              428.665 METERS 1742938.5 |
 KV6936|---------------------------------------------------------------------|
 KV6936
 KV6936                          SUPERSEDED SURVEY CONTROL
 KV6936
 KV6936  NAD 83(1986)-  40 20 50.46770(N)    074 26 07.45858(W) AD(       ) 1
 KV6936
 KV6936.Superseded values are not recommended for survey control.
 KV6936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6936.See file dsdata.txt to determine how the superseded data were derived.
 KV6936
 KV6936_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4794966464(NAD 83)
 KV6936_MARKER: DD = SURVEY DISK
 KV6936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6936_SP_SET: CONCRETE POST
 KV6936_STAMPING: 12 B 3 1991
 KV6936_MARK LOGO: NJGS  
 KV6936_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6936+STABILITY: SURFACE MOTION
 KV6936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6936+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2003
 KV6936
 KV6936  HISTORY     - Date     Condition        Report By
 KV6936  HISTORY     - 1991     MONUMENTED       NJGS
 KV6936  HISTORY     - 19920121 GOOD
 KV6936  HISTORY     - 20030110 GOOD             NJGS
 KV6936
 KV6936                          STATION DESCRIPTION
 KV6936
 KV6936'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6936'THE STATION IS LOCATED IN THE BOROUGH OF JAMESBURG ON THE SOUTH SIDE
 KV6936'OF FORSGATE DRIVE, COUNTY ROAD 612, JUST EAST OF THE TEE INTERSECTION
 KV6936'WITH LAKEVIEW DRIVE, WHICH IS THE ENTRANCE ROAD TO THOMPSON PARK.  TO
 KV6936'REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 522, JAMESBURG
 KV6936'ENGLISHTOWN ROAD AND COUNTY ROAD 612, FORSGATE DRIVE, GO SOUTHWEST ON
 KV6936'COUNTY ROAD 612 FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT, SET
 KV6936'IN A GRASS AREA, EAST OF THE ENTRANCE TO THOMPSON PARK.  THE STATION
 KV6936'IS INLINE WITH TWO STONE PILLARS AT THE PARK ENTRANCE TO THE WEST AND
 KV6936'INLINE WITH THE OUTSIDE FACE OF THE CONCRETE PARAPET FOR THE DAM TO
 KV6936'THE EAST.  THE STATION IS 21.7 M (71.2 FT) SOUTH FROM THE CENTERLINE
 KV6936'OF FORSGATE DRIVE, 12.5 M (41.0 FT) EAST SOUTHEAST FROM THE EASTERLY
 KV6936'STONE PILLAR AT THE PARK ENTRANCE, 43.2 M (141.7 FT) WEST SOUTHWEST
 KV6936'FROM THE WESTERLY RAIL OF A SET OF TRACKS AT THE INTERSECTION OF
 KV6936'COUNTY ROADS 522 AND 612, 12.1 M (39.7 FT) NORTHEAST FROM THE
 KV6936'NORTHEAST POST OF THE ENTRANCE SIGN FOR THOMPSON PARK AND 20.9 M
 KV6936'(68.6 FT) NORTHWEST FROM THE ORIGINAL CONSTRUCTION PLAQUE ATTACHED TO
 KV6936'THE OUTSIDE PARAPET WALL OF THE MANALAPAN DAM AND 13.35 M (43.80 FT)
 KV6936'SOUTHWEST FROM THE CORNER OF THE CONCRETE PARAPET WALL FOR THE DAM
 KV6936'STRUCTURE.  THE STATION IS SET FLUSH WITH THE GROUND.
 KV6936
 KV6936                          STATION RECOVERY (1992)
 KV6936
 KV6936'RECOVERED 1992
 KV6936'RECOVERED IN GOOD CONDITION.
 KV6936
 KV6936                          STATION RECOVERY (2003)
 KV6936
 KV6936'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (SJM)
 KV6936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7136 ***********************************************************************
 DF7136  DESIGNATION -  12 B 4
 DF7136  PID         -  DF7136
 DF7136  STATE/COUNTY-  NJ/MIDDLESEX
 DF7136  USGS QUAD   -  NEW BRUNSWICK (1981)
 DF7136
 DF7136                         *CURRENT SURVEY CONTROL
 DF7136  ___________________________________________________________________
 DF7136* NAD 83(1986)-  40 22 51.     (N)    074 24 51.     (W)     SCALED    
 DF7136* NAVD 88     -        10.830  (meters)      35.53   (feet)  ADJUSTED  
 DF7136  ___________________________________________________________________
 DF7136  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 DF7136  DYNAMIC HT  -          10.825 (meters)      35.52  (feet)  COMP
 DF7136  MODELED GRAV-     980,198.5   (mgal)                       NAVD 88
 DF7136
 DF7136  VERT ORDER  -  FIRST     CLASS II
 DF7136
 DF7136.The horizontal coordinates were scaled from a topographic map and have
 DF7136.an estimated accuracy of +/- 6 seconds.
 DF7136
 DF7136.The orthometric height was determined by differential leveling
 DF7136.and adjusted by the National Geodetic Survey in March 2005..
 DF7136
 DF7136.The geoid height was determined by GEOID03.
 DF7136
 DF7136.The dynamic height is computed by dividing the NAVD 88
 DF7136.geopotential number by the normal gravity value computed on the
 DF7136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7136.degrees latitude (g = 980.6199 gals.).
 DF7136
 DF7136.The modeled gravity was interpolated from observed gravity values.
 DF7136
 DF7136;                    North         East    Units  Estimated Accuracy
 DF7136;SPC NJ       -   171,800.      157,290.      MT  (+/- 180 meters Scaled)
 DF7136
 DF7136                          SUPERSEDED SURVEY CONTROL
 DF7136
 DF7136.No superseded survey control is available for this station.
 DF7136
 DF7136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK497701(NAD 83)
 DF7136_MARKER: DD = SURVEY DISK
 DF7136_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF7136_SP_SET: CATENERY TOWER BASE
 DF7136_STAMPING: 12 B 4 2002
 DF7136_MARK LOGO: NJGS  
 DF7136_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7136+STABILITY: SURFACE MOTION
 DF7136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7136+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 DF7136
 DF7136  HISTORY     - Date     Condition        Report By
 DF7136  HISTORY     - 20020723 MONUMENTED       NJGS
 DF7136
 DF7136                          STATION DESCRIPTION
 DF7136
 DF7136'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DF7136'THE STATION IS LOCATED IN  HELMETTA, SET IN A DRILL HOLE IN THE BASE
 DF7136'OF A STEEL
 DF7136'I-BEAM CATENERY TOWER FOR THE RAILROAD.
 DF7136' 
 DF7136'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 18 BRIDGE OVER
 DF7136'COUNTY ROAD 615,
 DF7136'IN OLD BRIDGE, GO ABOUT 3.4 MI SOUTHWEST ON COUNTY ROAD 615 TO THE
 DF7136'TOWER AND STATION
 DF7136'ON THE RIGHT.
 DF7136' 
 DF7136'THE STATION IS 1.9 M NORTH OF THE NORTH RAIL, 48.0 M SOUTHWEST OF THE
 DF7136'CENTERLINE
 DF7136'EXTENDED OF NORTH 13TH STREET, 99.0 M NORTHEAST OF THE CENTERLINE
 DF7136'EXTENDED OF OLD
 DF7136'FORGE ROAD, 1.9 M SOUTHWEST OF AN INSTALLED METAL WITNESS POST AND
 DF7136'SIGN.  THE DISK IS
 DF7136'ABOUT 0.3 M BELOW THE LEVEL OF THE TRACK.
 DF7136'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6702 ***********************************************************************
 KV6702  DESIGNATION -  12 C 1
 KV6702  PID         -  KV6702
 KV6702  STATE/COUNTY-  NJ/MIDDLESEX
 KV6702  USGS QUAD   -  HIGHTSTOWN (1981)
 KV6702
 KV6702                         *CURRENT SURVEY CONTROL
 KV6702  ___________________________________________________________________
 KV6702* NAD 83(1996)-  40 21 54.44032(N)    074 34 54.72229(W)     ADJUSTED  
 KV6702* NAVD 88     -        35.3    (meters)     116.     (feet)  GPS OBS   
 KV6702  ___________________________________________________________________
 KV6702  X           -   1,293,826.976 (meters)                     COMP
 KV6702  Y           -  -4,691,409.525 (meters)                     COMP
 KV6702  Z           -   4,108,961.110 (meters)                     COMP
 KV6702  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 KV6702  ELLIP HEIGHT-           2.20  (meters)          (10/23/02) GPS OBS
 KV6702  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KV6702
 KV6702  HORZ ORDER  -  FIRST
 KV6702  ELLP ORDER  -  FOURTH    CLASS I
 KV6702
 KV6702.The horizontal coordinates were established by GPS observations
 KV6702.and adjusted by the National Geodetic Survey in May 1999..
 KV6702
 KV6702.The orthometric height was determined by GPS observations and a
 KV6702.high-resolution geoid model.
 KV6702
 KV6702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6702
 KV6702.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6702
 KV6702.The ellipsoidal height was determined by GPS observations
 KV6702.and is referenced to NAD 83.
 KV6702
 KV6702.The geoid height was determined by GEOID03.
 KV6702
 KV6702;                    North         East     Units Scale Factor Converg.
 KV6702;SPC NJ       -   170,056.075   143,047.108   MT  0.99990059   -0 03 10.9
 KV6702;SPC NJ       -   557,925.64    469,313.72   sFT  0.99990059   -0 03 10.9
 KV6702;UTM  18      - 4,468,367.403   535,500.906   MT  0.99961551   +0 16 14.9
 KV6702
 KV6702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6702!SPC NJ       -   0.99999965  x   0.99990059  =   0.99990024
 KV6702!UTM  18      -   0.99999965  x   0.99961551  =   0.99961517
 KV6702
 KV6702                          SUPERSEDED SURVEY CONTROL
 KV6702
 KV6702  ELLIP H (05/14/99)    2.21   (m)                       GP(       ) 4 1
 KV6702  NAD 83(1986)-  40 21 54.44015(N)    074 34 54.72452(W) AD(       ) 1
 KV6702
 KV6702.Superseded values are not recommended for survey control.
 KV6702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6702.See file dsdata.txt to determine how the superseded data were derived.
 KV6702
 KV6702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3550168367(NAD 83)
 KV6702_MARKER: DD = SURVEY DISK
 KV6702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6702_SP_SET: CONCRETE POST
 KV6702_STAMPING: 12 C 1 1990
 KV6702_MARK LOGO: NJGS  
 KV6702_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6702+STABILITY: SURFACE MOTION
 KV6702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6702+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6702
 KV6702  HISTORY     - Date     Condition        Report By
 KV6702  HISTORY     - 1990     MONUMENTED       NJGS
 KV6702
 KV6702                          STATION DESCRIPTION
 KV6702
 KV6702'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6702'THE STATION IS LOCATED IN SOUTH BRUNSWICK TOWNSHIP, ON THE PROPERTY OF
 KV6702'THE WYETH AYERST RESEARCH COMPLEX, CN 8000, PRINCETON N.J.. TO OCCUPY
 KV6702'THE STATION CONTACT DIRECTOR OF PLANT OPERATIONS, MR. STEPHEN FRIES
 KV6702'201 274 4251, MAIN PHONE 201 329 2300.  THE STATION IS SET ON THE
 KV6702'NORTHWEST EDGE OF THE HELIPAD.  TO REACH THE STATION FROM THE
 KV6702'INTERSECTION OF U.S. HIGHWAY 1 AND COUNTY ROAD 522, GO 1.12 KM
 KV6702'(0.70 MI) EAST ON ROUTE 522 TO THE THIRD DRIVEWAY TO THE WYETH AYERST
 KV6702'COMPLEX AND TURN RIGHT, GO 0.32 KM (0.20 MI) SOUTH ON THE DRIVE TO
 KV6702'THE HELIPAD AND STATION ON THE LEFT.  THE STATION IS 10.75 M
 KV6702'(35.27 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A U SHAPED DRIVE
 KV6702'LEADING TO THE HELIPAD, 9.2 M (30.2 FT) NORTH NORTHWEST OF THE CENTER
 KV6702'POINT OF THE HELIPAD, 1.55 M (5.09 FT) NORTH NORTHWEST OF THE NORTH
 KV6702'NORTHWEST EDGE OF THE HELIPAD, 1.35 M (4.43 FT) NORTHEAST OF THE
 KV6702'NORTHEAST EDGE OF A WALKWAY LEADING TO THE HELIPAD AND SET 0.05 M
 KV6702'(0.16 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6722 ***********************************************************************
 KV6722  DESIGNATION -  12 C 2
 KV6722  PID         -  KV6722
 KV6722  STATE/COUNTY-  NJ/MIDDLESEX
 KV6722  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6722
 KV6722                         *CURRENT SURVEY CONTROL
 KV6722  ___________________________________________________________________
 KV6722* NAD 83(1996)-  40 25 18.94157(N)    074 27 34.15240(W)     ADJUSTED  
 KV6722* NAVD 88     -        34.4    (meters)     113.     (feet)  GPS OBS   
 KV6722  ___________________________________________________________________
 KV6722  X           -   1,302,749.301 (meters)                     COMP
 KV6722  Y           -  -4,684,696.576 (meters)                     COMP
 KV6722  Z           -   4,113,764.850 (meters)                     COMP
 KV6722  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 KV6722  ELLIP HEIGHT-           1.59  (meters)          (10/23/02) GPS OBS
 KV6722  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV6722
 KV6722  HORZ ORDER  -  FIRST
 KV6722  ELLP ORDER  -  FOURTH    CLASS I
 KV6722
 KV6722.The horizontal coordinates were established by GPS observations
 KV6722.and adjusted by the National Geodetic Survey in May 1999..
 KV6722
 KV6722.The orthometric height was determined by GPS observations and a
 KV6722.high-resolution geoid model.
 KV6722
 KV6722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6722
 KV6722.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6722
 KV6722.The ellipsoidal height was determined by GPS observations
 KV6722.and is referenced to NAD 83.
 KV6722
 KV6722.The geoid height was determined by GEOID03.
 KV6722
 KV6722;                    North         East     Units Scale Factor Converg.
 KV6722;SPC NJ       -   176,360.867   153,437.849   MT  0.99990015   +0 01 34.6
 KV6722;SPC NJ       -   578,610.61    503,404.01   sFT  0.99990015   +0 01 34.6
 KV6722;UTM  18      - 4,474,729.077   545,852.931   MT  0.99962588   +0 21 01.7
 KV6722
 KV6722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6722!SPC NJ       -   0.99999975  x   0.99990015  =   0.99989990
 KV6722!UTM  18      -   0.99999975  x   0.99962588  =   0.99962563
 KV6722
 KV6722:                Primary Azimuth Mark                     Grid Az
 KV6722:SPC NJ       -  12 D 2                                   217 38 02.5
 KV6722:UTM  18      -  12 D 2                                   217 18 35.4
 KV6722
 KV6722|---------------------------------------------------------------------|
 KV6722| PID    Reference Object                     Distance      Geod. Az  |
 KV6722|                                                           dddmmss.s |
 KV6722| KV6723 12 D 2                              APPROX. 0.5 KM 2173937.1 |
 KV6722|---------------------------------------------------------------------|
 KV6722
 KV6722                          SUPERSEDED SURVEY CONTROL
 KV6722
 KV6722  NAD 83(1996)-  40 25 18.94122(N)    074 27 34.15450(W) AD(       ) 1
 KV6722  NAD 83(1986)-  40 25 18.94114(N)    074 27 34.15456(W) AD(       ) 1
 KV6722
 KV6722.Superseded values are not recommended for survey control.
 KV6722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6722.See file dsdata.txt to determine how the superseded data were derived.
 KV6722
 KV6722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4585374729(NAD 83)
 KV6722_MARKER: DD = SURVEY DISK
 KV6722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6722_SP_SET: CONCRETE POST
 KV6722_STAMPING: 12 C 2 1991
 KV6722_MARK LOGO: NJGS  
 KV6722_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6722+STABILITY: SURFACE MOTION
 KV6722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6722+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2002
 KV6722
 KV6722  HISTORY     - Date     Condition        Report By
 KV6722  HISTORY     - 1991     MONUMENTED       NJGS
 KV6722  HISTORY     - 19920205 GOOD
 KV6722  HISTORY     - 20021211 GOOD             AASCO
 KV6722
 KV6722                          STATION DESCRIPTION
 KV6722
 KV6722'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6722'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON THE NORTH SIDE OF
 KV6722'FRESH PONDS ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV6722'CHURCH LANE AND FRESH PONDS ROAD GO 0.6 MI (1.0 KM) NORTHEASTERLY
 KV6722'ALONG FRESH PONDS ROAD.  THE STATION IS ON THE LEFT.  13.6 FT
 KV6722'(4.1 M) NORTHWEST OF THE CENTERLINE OF FRESH PONDS ROAD,  12.6 FT
 KV6722'(3.8 M) SOUTHWEST FROM POLE E63543EBW,  88.2 FT (26.9 M) SOUTHEAST OF
 KV6722'THE RIGHT FRONT CORNER OF DWELLING NUMBER 162 FRESH PONDS ROAD.  THE
 KV6722'STATION IS LOCATED 0.1 FT (0.0 M) BELOW THE GROUND.
 KV6722
 KV6722                          STATION RECOVERY (1992)
 KV6722
 KV6722'RECOVERED 1992
 KV6722'RECOVERED IN GOOD CONDITION.
 KV6722
 KV6722                          STATION RECOVERY (2002)
 KV6722
 KV6722'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (JAL)
 KV6722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6937 ***********************************************************************
 KV6937  DESIGNATION -  12 C 3
 KV6937  PID         -  KV6937
 KV6937  STATE/COUNTY-  NJ/MIDDLESEX
 KV6937  USGS QUAD   -  JAMESBURG (1981)
 KV6937
 KV6937                         *CURRENT SURVEY CONTROL
 KV6937  ___________________________________________________________________
 KV6937* NAD 83(1996)-  40 20 36.63469(N)    074 26 05.71359(W)     ADJUSTED  
 KV6937* NAVD 88     -        17.2    (meters)      56.     (feet)  GPS OBS   
 KV6937  ___________________________________________________________________
 KV6937  X           -   1,306,268.163 (meters)                     COMP
 KV6937  Y           -  -4,689,559.817 (meters)                     COMP
 KV6937  Z           -   4,107,120.813 (meters)                     COMP
 KV6937  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 KV6937  ELLIP HEIGHT-         -15.47  (meters)          (10/23/02) GPS OBS
 KV6937  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KV6937
 KV6937  HORZ ORDER  -  FIRST
 KV6937  ELLP ORDER  -  FOURTH    CLASS I
 KV6937
 KV6937.The horizontal coordinates were established by GPS observations
 KV6937.and adjusted by the National Geodetic Survey in May 1999..
 KV6937
 KV6937.The orthometric height was determined by GPS observations and a
 KV6937.high-resolution geoid model.
 KV6937
 KV6937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6937
 KV6937.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6937
 KV6937.The ellipsoidal height was determined by GPS observations
 KV6937.and is referenced to NAD 83.
 KV6937
 KV6937.The geoid height was determined by GEOID03.
 KV6937
 KV6937;                    North         East     Units Scale Factor Converg.
 KV6937;SPC NJ       -   167,655.227   155,528.894   MT  0.99990038   +0 02 31.7
 KV6937;SPC NJ       -   550,048.86    510,264.38   sFT  0.99990038   +0 02 31.7
 KV6937;UTM  18      - 4,466,037.774   547,992.579   MT  0.99962835   +0 21 57.0
 KV6937
 KV6937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6937!SPC NJ       -   1.00000243  x   0.99990038  =   0.99990281
 KV6937!UTM  18      -   1.00000243  x   0.99962835  =   0.99963078
 KV6937
 KV6937:                Primary Azimuth Mark                     Grid Az
 KV6937:SPC NJ       -  12 B 3                                   354 27 08.0
 KV6937:UTM  18      -  12 B 3                                   354 07 42.7
 KV6937
 KV6937|---------------------------------------------------------------------|
 KV6937| PID    Reference Object                     Distance      Geod. Az  |
 KV6937|                                                           dddmmss.s |
 KV6937| KV6936 12 B 3                              428.665 METERS 3542939.7 |
 KV6937|---------------------------------------------------------------------|
 KV6937
 KV6937                          SUPERSEDED SURVEY CONTROL
 KV6937
 KV6937  NAD 83(1986)-  40 20 36.63433(N)    074 26 05.71582(W) AD(       ) 1
 KV6937
 KV6937.Superseded values are not recommended for survey control.
 KV6937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6937.See file dsdata.txt to determine how the superseded data were derived.
 KV6937
 KV6937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4799366038(NAD 83)
 KV6937_MARKER: DD = SURVEY DISK
 KV6937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6937_SP_SET: CONCRETE POST
 KV6937_STAMPING: 12 C 3 1991
 KV6937_MARK LOGO: NJGS  
 KV6937_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6937+STABILITY: SURFACE MOTION
 KV6937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6937+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2003
 KV6937
 KV6937  HISTORY     - Date     Condition        Report By
 KV6937  HISTORY     - 1991     MONUMENTED       NJGS
 KV6937  HISTORY     - 19920121 GOOD
 KV6937  HISTORY     - 20030804 GOOD             INDIV
 KV6937
 KV6937                          STATION DESCRIPTION
 KV6937
 KV6937'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6937'THE STATION IS LOCATED IN THE BOROUGH OF JAMESBURG ON THE GROUNDS OF
 KV6937'THOMPSON PARK, NORTHEAST OF THOMPSON DRIVE AND A COVERED PICNIC
 KV6937'PAVILLION.  TO REACH THE STATION FROM THE INTERSECTION OF FORSGATE
 KV6937'DRIVE, COUNTY ROAD 612, AND LAKEVIEW DRIVE, THE ENTRANCE ROAD INTO
 KV6937'THOMPSON PARK, GO SOUTHWEST ON LAKEVIEW DRIVE FOR 0.15 MI (0.24 KM)
 KV6937'TO THE JUNCTION WITH THOMPSON DRIVE.  TURN LEFT ON THOMPSON DRIVE AND
 KV6937'GO 0.2 MI (0.3 KM) TO THE MAIN PARKING LOT ON THE RIGHT AND THE
 KV6937'STATION ON THE LEFT, OPPOSITE THE SOUTHEAST EXIT OF THE MAIN PARKING
 KV6937'LOT ON THE WEST SIDE OF THOMPSON DRIVE.  THE STATION IS 29.6 M
 KV6937'(97.1 FT) NORTHEAST FROM THE CENTERLINE OF THOMPSON DRIVE, 36.3 M
 KV6937'(119.1 FT) NORTHWEST FROM A ROUND CONCRETE DRINKING WATER FOUNTAIN,
 KV6937'17.3 M (56.8 FT) NORTHEAST FROM THE NORTHEAST POST OF THE COVERED
 KV6937'PICNIC PAVILLION, 23.9 M (78.4 FT) NORTHEAST FROM AN INLET ON THE
 KV6937'NORTH SIDE OF THOMPSON DRIVE, 12.2 M (40.0 FT) EAST NORTHEAST FROM
 KV6937'THE SOUTHEAST CORNER OF THE REMAINS OF A TWELVE FOOT BY TWENTY ONE
 KV6937'FOOT CONCRETE SLAB, 13.9 M (45.6 FT) EAST FROM THE NORTHEAST CORNER
 KV6937'OF THE REMAINS OF A TWELVE FOOT BY TWENTY FOOT CONCRETE SLAB AND 55.5
 KV6937'M (182.1 FT) NORTHWEST FROM THE CENTER OF A MANHOLE.  THE STATION IS
 KV6937'SET FLUSH WITH THE GROUND.
 KV6937
 KV6937                          STATION RECOVERY (1992)
 KV6937
 KV6937'RECOVERED 1992
 KV6937'RECOVERED IN GOOD CONDITION.
 KV6937
 KV6937                          STATION RECOVERY (2003)
 KV6937
 KV6937'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RS)
 KV6937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7135 ***********************************************************************
 DF7135  DESIGNATION -  12 C 4
 DF7135  PID         -  DF7135
 DF7135  STATE/COUNTY-  NJ/MIDDLESEX
 DF7135  USGS QUAD   -  NEW BRUNSWICK (1981)
 DF7135
 DF7135                         *CURRENT SURVEY CONTROL
 DF7135  ___________________________________________________________________
 DF7135* NAD 83(1986)-  40 22 44.     (N)    074 25 07.     (W)     SCALED    
 DF7135* NAVD 88     -        12.586  (meters)      41.29   (feet)  ADJUSTED  
 DF7135  ___________________________________________________________________
 DF7135  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 DF7135  DYNAMIC HT  -          12.581 (meters)      41.28  (feet)  COMP
 DF7135  MODELED GRAV-     980,198.2   (mgal)                       NAVD 88
 DF7135
 DF7135  VERT ORDER  -  FIRST     CLASS II
 DF7135
 DF7135.The horizontal coordinates were scaled from a topographic map and have
 DF7135.an estimated accuracy of +/- 6 seconds.
 DF7135
 DF7135.The orthometric height was determined by differential leveling
 DF7135.and adjusted by the National Geodetic Survey in March 2005..
 DF7135
 DF7135.The geoid height was determined by GEOID03.
 DF7135
 DF7135.The dynamic height is computed by dividing the NAVD 88
 DF7135.geopotential number by the normal gravity value computed on the
 DF7135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7135.degrees latitude (g = 980.6199 gals.).
 DF7135
 DF7135.The modeled gravity was interpolated from observed gravity values.
 DF7135
 DF7135;                    North         East    Units  Estimated Accuracy
 DF7135;SPC NJ       -   171,590.      156,910.      MT  (+/- 180 meters Scaled)
 DF7135
 DF7135                          SUPERSEDED SURVEY CONTROL
 DF7135
 DF7135.No superseded survey control is available for this station.
 DF7135
 DF7135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK493699(NAD 83)
 DF7135_MARKER: DD = SURVEY DISK
 DF7135_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF7135_SP_SET: CATENARY TOWER BASE
 DF7135_STAMPING: 12 C 4 2002
 DF7135_MARK LOGO: NJGS  
 DF7135_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7135+STABILITY: SURFACE MOTION
 DF7135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7135+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 DF7135
 DF7135  HISTORY     - Date     Condition        Report By
 DF7135  HISTORY     - 20020723 MONUMENTED       NJGS
 DF7135
 DF7135                          STATION DESCRIPTION
 DF7135
 DF7135'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DF7135'THE STATION IS LOCATED IN  HELMETTA, SET IN A DRILL HOLE ON THE
 DF7135'NORTHWEST SIDE OF THE
 DF7135'BASE OF A STEEL I-BEAM CATENARY TOWER FOR THE RAILROAD.  THE TOWER IS
 DF7135'ACROSS THE
 DF7135'HELMETTA MUNICIPAL AND POLICE BUILDING.
 DF7135' 
 DF7135'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 18 BRIDGE OVER
 DF7135'COUNTY ROAD 615,
 DF7135'IN OLD BRIDGE, GO ABOUT 3.7 MI SOUTHWEST ON COUNTY ROAD 615 TO THE
 DF7135'TOWER AND STATION
 DF7135'ON THE RIGHT.
 DF7135' 
 DF7135'THE STATION IS 2.5 M NORTH OF THE NORTH RAIL, 71.5 M NORTHEAST OF THE
 DF7135'CENTERLINE OF A
 DF7135'ROAD CROSSING THE TRACKS, 73.5 M SOUTHWEST OF THE CENTERLINE OF LAKE
 DF7135'AVENUE, 14.8 M
 DF7135'SOUTHEAST OF THE CENTERLINE OF HIGH STREET.
 DF7135' 
 DF7135'
 DF7135'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6669 ***********************************************************************
 KV6669  DESIGNATION -  12 D 1
 KV6669  PID         -  KV6669
 KV6669  STATE/COUNTY-  NJ/MIDDLESEX
 KV6669  USGS QUAD   -  HIGHTSTOWN (1981)
 KV6669
 KV6669                         *CURRENT SURVEY CONTROL
 KV6669  ___________________________________________________________________
 KV6669* NAD 83(1996)-  40 20 08.46511(N)    074 35 19.46135(W)     ADJUSTED  
 KV6669* NAVD 88     -        25.342  (meters)      83.14   (feet)  ADJUSTED  
 KV6669  ___________________________________________________________________
 KV6669  X           -   1,293,824.707 (meters)                     COMP
 KV6669  Y           -  -4,693,597.700 (meters)                     COMP
 KV6669  Z           -   4,106,463.556 (meters)                     COMP
 KV6669  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 KV6669  ELLIP HEIGHT-          -7.71  (meters)          (10/23/02) GPS OBS
 KV6669  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KV6669  DYNAMIC HT  -          25.331 (meters)      83.11  (feet)  COMP
 KV6669  MODELED GRAV-     980,180.7   (mgal)                       NAVD 88
 KV6669
 KV6669  HORZ ORDER  -  FIRST
 KV6669  VERT ORDER  -  FIRST     CLASS II
 KV6669  ELLP ORDER  -  FOURTH    CLASS I
 KV6669
 KV6669.The horizontal coordinates were established by GPS observations
 KV6669.and adjusted by the National Geodetic Survey in May 1999..
 KV6669
 KV6669.The orthometric height was determined by differential leveling
 KV6669.and adjusted by the National Geodetic Survey in April 1995..
 KV6669
 KV6669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6669
 KV6669.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6669
 KV6669.The ellipsoidal height was determined by GPS observations
 KV6669.and is referenced to NAD 83.
 KV6669
 KV6669.The geoid height was determined by GEOID03.
 KV6669
 KV6669.The dynamic height is computed by dividing the NAVD 88
 KV6669.geopotential number by the normal gravity value computed on the
 KV6669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6669.degrees latitude (g = 980.6199 gals.).
 KV6669
 KV6669.The modeled gravity was interpolated from observed gravity values.
 KV6669
 KV6669;                    North         East     Units Scale Factor Converg.
 KV6669;SPC NJ       -   166,788.177   142,460.203   MT  0.99990070   -0 03 26.8
 KV6669;SPC NJ       -   547,204.21    467,388.18   sFT  0.99990070   -0 03 26.8
 KV6669;UTM  18      - 4,465,097.175   534,932.637   MT  0.99961502   +0 15 58.3
 KV6669
 KV6669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6669!SPC NJ       -   1.00000121  x   0.99990070  =   0.99990191
 KV6669!UTM  18      -   1.00000121  x   0.99961502  =   0.99961623
 KV6669
 KV6669                          SUPERSEDED SURVEY CONTROL
 KV6669
 KV6669  ELLIP H (05/14/99)   -7.70   (m)                       GP(       ) 4 1
 KV6669  NAD 83(1986)-  40 20 08.46501(N)    074 35 19.46360(W) AD(       ) 1
 KV6669  NAVD 88 (01/21/93)   25.34   (m)           83.1    (f) LEVELING    3  
 KV6669  NGVD 29 (01/10/92)   25.674  (m)           84.23   (f) ADJUSTED    1 2
 KV6669
 KV6669.Superseded values are not recommended for survey control.
 KV6669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6669.See file dsdata.txt to determine how the superseded data were derived.
 KV6669
 KV6669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3493365097(NAD 83)
 KV6669_MARKER: DD = SURVEY DISK
 KV6669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6669_SP_SET: CONCRETE POST
 KV6669_STAMPING: 12 D 1 1990
 KV6669_MARK LOGO: NJGS  
 KV6669_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6669+STABILITY: SURFACE MOTION
 KV6669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6669+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 KV6669
 KV6669  HISTORY     - Date     Condition        Report By
 KV6669  HISTORY     - 1990     MONUMENTED       NJGS
 KV6669  HISTORY     - 19911120 GOOD             NJGS
 KV6669  HISTORY     - 20010326 GOOD             NJGS
 KV6669  HISTORY     - 20030331 GOOD             JCLS
 KV6669
 KV6669                          STATION DESCRIPTION
 KV6669
 KV6669'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6669'THE STATION IS LOCATED IN PLAINSBORO TOWNSHIP, ON THE SOUTH SIDE OF
 KV6669'SCUDDERS MILLS ROAD, COUNTY ROAD 614, ON THE PROPERTY OF THE
 KV6669'QUEENSHIP OF MARY ROMAN CATHOLIC CHURCH.  THE CHURCH IS LOCATED ON
 KV6669'THE SOUTHWEST CORNER OF THE JUNCTION OF SCUDDERS MILL ROAD AND DEY
 KV6669'ROAD.  TO REACH THE STATION FROM THE SCUDDERS MILL BRIDGE SPANNING
 KV6669'THE NORTHEAST CORRIDOR AMTRACK RAILROAD LINE, GO 0.64 KM (0.40 MI)
 KV6669'SOUTHEAST TO THE STATION ON THE RIGHT.  THE STATION IS ALSO 0.16 KM
 KV6669'(0.10 MI) NORTHEAST ON SCUDDERS MILL ROAD FROM ITS JUNCTION WITH DEY
 KV6669'ROAD, SET AT THE SOUTHEAST END OF THE NORTHEAST RETENTION BASIN BERM.
 KV6669'THE BERM IS NEAR THE NORTHEAST CORNER OF THE CHURCH PARKING LOT.  THE
 KV6669'STATION IS 18.8 M (61.7 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF PAVING
 KV6669'OF SCUDDERS MILL ROAD, 17.3 M (56.8 FT) WEST OF A TRAFFIC AHEAD SIGH
 KV6669'ON THE EASTBOUND LANES OF SCUDDERS MILL ROAD, 7.9 M (25.9 FT) NORTH
 KV6669'NORTHEAST OF THE CENTERLINE OF THE SOUTHEAST END OF THE CONCRETE
 KV6669'SWALE RACEWAY LEADING TO THE OUTFLOW CHAMBER OF THE DETENTION BASIN,
 KV6669'19.9 M (65.3 FT) NORTH OF THE SOUTHWEST END OF A CURB IN THE PARKING
 KV6669'LOT, 36.0 M (118.1 FT) EAST OF THE NORTHEAST CORNER OF A CHAINLINK
 KV6669'FENCE SURROUNDING A SAND PLAYGROUND AND SET FLUSH WITH THE GROUND.
 KV6669'THE STATION IS LOCATED IN PLAINSBORO TOWNSHIP, ON THE SOUTH SIDE OF
 KV6669'SCUDDERS MILLS ROAD, COUNTY ROAD 614, ON THE PROPERTY OF THE
 KV6669'QUEENSHIP OF MARY ROMAN CATHOLIC CHURCH.  THE CHURCH IS LOCATED ON
 KV6669'THE SOUTHWEST CORNER OF THE JUNCTION OF SCUDDERS MILL ROAD AND DEY
 KV6669'ROAD.  TO REACH THE STATION FROM THE SCUDDERS MILL BRIDGE SPANNING
 KV6669'THE NORTHEAST CORRIDOR AMTRACK RAILROAD LINE, GO 0.64 KM (0.40 MI)
 KV6669'SOUTHEAST TO THE STATION ON THE RIGHT.  THE STATION IS ALSO 0.16 KM
 KV6669'(0.10 MI) NORTHEAST ON SCUDDERS MILL ROAD FROM ITS JUNCTION WITH DEY
 KV6669'ROAD, SET AT THE SOUTHEAST END OF THE NORTHEAST RETENTION BASIN BERM.
 KV6669'THE BERM IS NEAR THE NORTHEAST CORNER OF THE CHURCH PARKING LOT. THE
 KV6669'STATION IS 18.8 M (61.7 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF PAVING
 KV6669'OF SCUDDERS MILL ROAD, 17.3 M (56.8 FT) WEST OF A TRAFFIC AHEAD SIGH
 KV6669'ON THE EASTBOUND LANES OF SCUDDERS MILL ROAD, 7.9 M (25.9 FT) NORTH
 KV6669'NORTHEAST OF THE CENTERLINE OF THE SOUTHEAST END OF THE CONCRETE
 KV6669'SWALE RACEWAY LEADING TO THE OUTFLOW CHAMBER OF THE DETENTION BASIN,
 KV6669'19.9 M (65.3 FT) NORTH OF THE SOUTHWEST END OF A CURB IN THE PARKING
 KV6669'LOT, 36.0 M (118.1 FT) EAST OF THE NORTHEAST CORNER OF A CHAINLINK
 KV6669'FENCE SURROUNDING A SAND PLAYGROUND AND SET FLUSH WITH THE GROUND.
 KV6669
 KV6669                          STATION RECOVERY (1991)
 KV6669
 KV6669'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV6669'RECOVERED IN GOOD CONDITION.
 KV6669
 KV6669                          STATION RECOVERY (2001)
 KV6669
 KV6669'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV6669'RECOVERED IN GOOD CONDITION.
 KV6669
 KV6669                          STATION RECOVERY (2003)
 KV6669
 KV6669'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 KV6669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6723 ***********************************************************************
 KV6723  DESIGNATION -  12 D 2
 KV6723  PID         -  KV6723
 KV6723  STATE/COUNTY-  NJ/MIDDLESEX
 KV6723  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6723
 KV6723                         *CURRENT SURVEY CONTROL
 KV6723  ___________________________________________________________________
 KV6723* NAD 83(1996)-  40 25 05.15128(N)    074 27 48.07732(W)     ADJUSTED  
 KV6723* NAVD 88     -        28.9    (meters)      95.     (feet)  GPS OBS   
 KV6723  ___________________________________________________________________
 KV6723  X           -   1,302,505.783 (meters)                     COMP
 KV6723  Y           -  -4,685,046.187 (meters)                     COMP
 KV6723  Z           -   4,113,437.436 (meters)                     COMP
 KV6723  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 KV6723  ELLIP HEIGHT-          -3.93  (meters)          (10/23/02) GPS OBS
 KV6723  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV6723
 KV6723  HORZ ORDER  -  FIRST
 KV6723  ELLP ORDER  -  FOURTH    CLASS I
 KV6723
 KV6723.The horizontal coordinates were established by GPS observations
 KV6723.and adjusted by the National Geodetic Survey in May 1999..
 KV6723
 KV6723.The orthometric height was determined by GPS observations and a
 KV6723.high-resolution geoid model.
 KV6723
 KV6723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6723
 KV6723.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6723
 KV6723.The ellipsoidal height was determined by GPS observations
 KV6723.and is referenced to NAD 83.
 KV6723
 KV6723.The geoid height was determined by GEOID03.
 KV6723
 KV6723;                    North         East     Units Scale Factor Converg.
 KV6723;SPC NJ       -   175,935.402   153,109.794   MT  0.99990012   +0 01 25.5
 KV6723;SPC NJ       -   577,214.73    502,327.72   sFT  0.99990012   +0 01 25.5
 KV6723;UTM  18      - 4,474,301.880   545,527.378   MT  0.99962551   +0 20 52.6
 KV6723
 KV6723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6723!SPC NJ       -   1.00000062  x   0.99990012  =   0.99990074
 KV6723!UTM  18      -   1.00000062  x   0.99962551  =   0.99962613
 KV6723
 KV6723:                Primary Azimuth Mark                     Grid Az
 KV6723:SPC NJ       -  12 C 2                                   037 38 02.6
 KV6723:UTM  18      -  12 C 2                                   037 18 35.5
 KV6723
 KV6723|---------------------------------------------------------------------|
 KV6723| PID    Reference Object                     Distance      Geod. Az  |
 KV6723|                                                           dddmmss.s |
 KV6723| KV6722 12 C 2                              APPROX. 0.5 KM 0373928.1 |
 KV6723|---------------------------------------------------------------------|
 KV6723
 KV6723                          SUPERSEDED SURVEY CONTROL
 KV6723
 KV6723  NAD 83(1996)-  40 25 05.15093(N)    074 27 48.07944(W) AD(       ) 1
 KV6723  NAD 83(1986)-  40 25 05.15087(N)    074 27 48.07950(W) AD(       ) 1
 KV6723
 KV6723.Superseded values are not recommended for survey control.
 KV6723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6723.See file dsdata.txt to determine how the superseded data were derived.
 KV6723
 KV6723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4552774302(NAD 83)
 KV6723_MARKER: DD = SURVEY DISK
 KV6723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6723_SP_SET: CONCRETE POST
 KV6723_STAMPING: 12 D 2 1991
 KV6723_MARK LOGO: NJGS  
 KV6723_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6723+STABILITY: SURFACE MOTION
 KV6723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6723+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1992
 KV6723
 KV6723  HISTORY     - Date     Condition        Report By
 KV6723  HISTORY     - 1991     MONUMENTED       NJGS
 KV6723  HISTORY     - 19920205 GOOD
 KV6723
 KV6723                          STATION DESCRIPTION
 KV6723
 KV6723'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6723'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON THE SOUTHEASTERLY
 KV6723'SIDE OF FRESH PONDS ROAD.  TO REACH THE STATION FROM THE INTERSECTION
 KV6723'OF CHURCH LANE AND FRESH PONDS ROAD GO 0.3 MI (0.5 KM) NORTHEASTERLY
 KV6723'ALONG FRESH PONDS ROAD.  THE STATION IS ON THE RIGHT.  15.1 FT
 KV6723'(4.6 M) SOUTHEAST FROM THE CENTERLINE OF FRESH PONDS ROAD,  32.9 FT
 KV6723'(10.0 M) SOUTHEAST OF POLE 63529,  85.8 FT (26.2 M) NORTHWEST OF THE
 KV6723'LEFT FRONT CORNER OF DWELLING NUMBER 198 FRESH PONDS ROAD,  86.4 FT
 KV6723'(26.3 M) NORTHEAST OF THE RIGHT FRONT CORNER OF DWELLING NUMBER 198
 KV6723'FRESH PONDS ROAD,  121.9 FT (37.2 M) SOUTHWEST OF A FIRE HYDRANT
 KV6723'LOCATED ON THE SOUTH SIDE OF FRESH PONDS ROAD,  77.7 FT (23.7 M)
 KV6723'NORTHEAST OF THE CENTERLINE OF A DIRT DRIVEWAY TO DWELLING NUMBER 198
 KV6723'FRESH PONDS ROAD.  THE STATION IS 0.2 FT (0.1 M) BELOW THE GROUND.
 KV6723
 KV6723                          STATION RECOVERY (1992)
 KV6723
 KV6723'RECOVERED 1992
 KV6723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6938 ***********************************************************************
 KV6938  DESIGNATION -  12 D 3
 KV6938  PID         -  KV6938
 KV6938  STATE/COUNTY-  NJ/MIDDLESEX
 KV6938  USGS QUAD   -  JAMESBURG (1981)
 KV6938
 KV6938                         *CURRENT SURVEY CONTROL
 KV6938  ___________________________________________________________________
 KV6938* NAD 83(1996)-  40 19 20.06392(N)    074 27 33.55379(W)     ADJUSTED  
 KV6938* NAVD 88     -        45.3    (meters)     149.     (feet)  GPS OBS   
 KV6938  ___________________________________________________________________
 KV6938  X           -   1,304,686.229 (meters)                     COMP
 KV6938  Y           -  -4,691,609.035 (meters)                     COMP
 KV6938  Z           -   4,105,338.584 (meters)                     COMP
 KV6938  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 KV6938  ELLIP HEIGHT-          12.60  (meters)          (10/23/02) GPS OBS
 KV6938  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KV6938
 KV6938  HORZ ORDER  -  FIRST
 KV6938  ELLP ORDER  -  FOURTH    CLASS I
 KV6938
 KV6938.The horizontal coordinates were established by GPS observations
 KV6938.and adjusted by the National Geodetic Survey in May 1999..
 KV6938
 KV6938.The orthometric height was determined by GPS observations and a
 KV6938.high-resolution geoid model.
 KV6938
 KV6938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6938
 KV6938.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6938
 KV6938.The ellipsoidal height was determined by GPS observations
 KV6938.and is referenced to NAD 83.
 KV6938
 KV6938.The geoid height was determined by GEOID03.
 KV6938
 KV6938;                    North         East     Units Scale Factor Converg.
 KV6938;SPC NJ       -   165,292.420   153,457.050   MT  0.99990015   +0 01 34.8
 KV6938;SPC NJ       -   542,296.88    503,467.00   sFT  0.99990015   +0 01 34.8
 KV6938;UTM  18      - 4,463,663.950   545,934.676   MT  0.99962597   +0 20 59.5
 KV6938
 KV6938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6938!SPC NJ       -   0.99999802  x   0.99990015  =   0.99989817
 KV6938!UTM  18      -   0.99999802  x   0.99962597  =   0.99962399
 KV6938
 KV6938                          SUPERSEDED SURVEY CONTROL
 KV6938
 KV6938  NAD 83(1986)-  40 19 20.06364(N)    074 27 33.55602(W) AD(       ) 1
 KV6938
 KV6938.Superseded values are not recommended for survey control.
 KV6938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6938.See file dsdata.txt to determine how the superseded data were derived.
 KV6938
 KV6938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4593563664(NAD 83)
 KV6938_MARKER: DD = SURVEY DISK
 KV6938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6938_SP_SET: CONCRETE POST
 KV6938_STAMPING: 12 D 3 1991
 KV6938_MARK LOGO: NJGS  
 KV6938_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6938+STABILITY: SURFACE MOTION
 KV6938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6938+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2002
 KV6938
 KV6938  HISTORY     - Date     Condition        Report By
 KV6938  HISTORY     - 1991     MONUMENTED       NJGS
 KV6938  HISTORY     - 19920121 GOOD
 KV6938  HISTORY     - 20020705 GOOD             GEOCAC
 KV6938
 KV6938                          STATION DESCRIPTION
 KV6938
 KV6938'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6938'THE STATION IS LOCATED IN MONROE TOWNSHIP ON THE NORTHEAST SIDE OF
 KV6938'PROSPECT PLAINS ROAD, COUNTY ROAD 614, JUST NORTHEAST OF THE TEE
 KV6938'INTERSECTION WITH KELLY COURT.  TO REACH THE STATION FROM THE
 KV6938'JUNCTION OF COUNTY ROAD 535 AND COUNTY ROAD 614, GO NORTHEAST ON
 KV6938'COUNTY 614 FOR 2.0 MI (3.2 KM) TO THE STATION ON THE LEFT.  THE
 KV6938'STATION IS 26.3 M (86.3 FT) NORTHEAST FROM POLE JC 150 MT, 10.1 M
 KV6938'(33.1 FT) NORTH NORTHEAST FROM THE CENTERLINE OF COUNTY ROAD 614,
 KV6938'20.7 M (67.9 FT) NORTH NORTHWEST FROM POLE JC 151 MT, 2.1 M (6.9 FT)
 KV6938'NORTH NORTHEAST FROM THE NORTH CURBLINE OF COUNTY ROAD 614, 42.1 M
 KV6938'(138.1 FT) EAST NORTHEAST FROM THE CENTERLINE EXTENDED OF KELLY COURT
 KV6938'AND 50.8 M (166.7 FT) WEST FROM GUY POLE JC 3522 MT.  THE STATION IS
 KV6938'SET FLUSH WITH THE GROUND.
 KV6938
 KV6938                          STATION RECOVERY (1992)
 KV6938
 KV6938'RECOVERED 1992
 KV6938'RECOVERED IN GOOD CONDITION.
 KV6938
 KV6938                          STATION RECOVERY (2002)
 KV6938
 KV6938'RECOVERY NOTE BY GEOCACHING 2002 (APC)
 KV6938'STATION IS LOCATED APPROXIMATELY 6 INCHES SOUTH OF A PLAIN METAL
 KV6938'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH2910 ***********************************************************************
 DH2910  DESIGNATION -  12 D 4
 DH2910  PID         -  DH2910
 DH2910  STATE/COUNTY-  NJ/MIDDLESEX
 DH2910  USGS QUAD   -  PERTH AMBOY (1981)
 DH2910
 DH2910                         *CURRENT SURVEY CONTROL
 DH2910  ___________________________________________________________________
 DH2910* NAD 83(1986)-  40 35 37.     (N)    074 16 48.     (W)     SCALED    
 DH2910* NAVD 88     -         5.714  (meters)      18.75   (feet)  ADJUSTED  
 DH2910  ___________________________________________________________________
 DH2910  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 DH2910  DYNAMIC HT  -           5.712 (meters)      18.74  (feet)  COMP
 DH2910  MODELED GRAV-     980,212.7   (mgal)                       NAVD 88
 DH2910
 DH2910  VERT ORDER  -  FIRST     CLASS II
 DH2910
 DH2910.The horizontal coordinates were scaled from a topographic map and have
 DH2910.an estimated accuracy of +/- 6 seconds.
 DH2910
 DH2910.The orthometric height was determined by differential leveling
 DH2910.and adjusted by the National Geodetic Survey in May 2006..
 DH2910
 DH2910.The geoid height was determined by GEOID03.
 DH2910
 DH2910.The dynamic height is computed by dividing the NAVD 88
 DH2910.geopotential number by the normal gravity value computed on the
 DH2910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2910.degrees latitude (g = 980.6199 gals.).
 DH2910
 DH2910.The modeled gravity was interpolated from observed gravity values.
 DH2910
 DH2910;                    North         East    Units  Estimated Accuracy
 DH2910;SPC NJ       -   195,450.      168,620.      MT  (+/- 180 meters Scaled)
 DH2910
 DH2910                          SUPERSEDED SURVEY CONTROL
 DH2910
 DH2910.No superseded survey control is available for this station.
 DH2910
 DH2910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK609938(NAD 83)
 DH2910_MARKER: DD = SURVEY DISK
 DH2910_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DH2910_SP_SET: JUNCTION BOX
 DH2910_STAMPING: 12 D 4 2004
 DH2910_MARK LOGO: NJGS  
 DH2910_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH2910_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH2910+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 DH2910
 DH2910  HISTORY     - Date     Condition        Report By
 DH2910  HISTORY     - 20040628 MONUMENTED       NJGS
 DH2910
 DH2910                          STATION DESCRIPTION
 DH2910
 DH2910'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2004 (RJK)
 DH2910'THE STATION IS LOCATED IN WOODBRIDGE TOWNSHIP IN THE COMMUNITY OF
 DH2910'AVENEL.  TO REACH  THE STATION FROM THE INTERSECTION OF U.S. ROUTE 1
 DH2910'SOUTHBOUND LANES AND THE EXIT RAMP  LEADING TO INMAN AVENUE, GO
 DH2910'NORTHWEST ON INMAN AVENUE FOR 0.25 MILE TO THE  INTERSECTION WITH
 DH2910'LEESVILLE AVENUE.  TURN RIGHT AND GO NORTHEAST ON LEESVILLE AVENUE
 DH2910'FOR 0.20 MILE TO THE INTERSECTION WITH ELLIOT STREET AND EAST INMAN
 DH2910'AVENUE AND THE  STATION ON THE LEFT, AT THE NORTHEAST OF THE
 DH2910'INTERSECTION, SET FLUSH IN A DRILL HOLE IN  THE TOP OF THE WEST CORNER
 DH2910'OF A CONCRETE ELECTRICAL JUNCTION BOX.
 DH2910' 
 DH2910'THE STATION IS 14.7 M NORTHWEST FROM THE CENTERLINE OF LEESVILLE
 DH2910'AVENUE, 7.8 M  NORTHEAST FROM THE CENTERLINE OF EAST INMAN AVENUE, 2.8
 DH2910'M SOUTH SOUTHEAST FROM WOOD  UTILITY POLE NUMBER 70832 WB, 8.9 M WEST
 DH2910'FROM WOOD UTILITY POLE NUMBER 65358 AND 3.7 M  SOUTH SOUTHWEST FROM
 DH2910'THE SOUTH CORNER OF AN EIGHT FOOT HIGH CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6670 ***********************************************************************
 KV6670  DESIGNATION -  12 E 1
 KV6670  PID         -  KV6670
 KV6670  STATE/COUNTY-  NJ/MIDDLESEX
 KV6670  USGS QUAD   -  HIGHTSTOWN (1981)
 KV6670
 KV6670                         *CURRENT SURVEY CONTROL
 KV6670  ___________________________________________________________________
 KV6670* NAD 83(1996)-  40 19 28.44860(N)    074 33 11.81972(W)     ADJUSTED  
 KV6670* NAVD 88     -        22.872  (meters)      75.04   (feet)  ADJUSTED  
 KV6670  ___________________________________________________________________
 KV6670  X           -   1,296,941.258 (meters)                     COMP
 KV6670  Y           -  -4,693,564.410 (meters)                     COMP
 KV6670  Z           -   4,105,521.109 (meters)                     COMP
 KV6670  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 KV6670  ELLIP HEIGHT-         -10.04  (meters)          (10/23/02) GPS OBS
 KV6670  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV6670  DYNAMIC HT  -          22.862 (meters)      75.01  (feet)  COMP
 KV6670  MODELED GRAV-     980,186.8   (mgal)                       NAVD 88
 KV6670
 KV6670  HORZ ORDER  -  FIRST
 KV6670  VERT ORDER  -  FIRST     CLASS II
 KV6670  ELLP ORDER  -  FOURTH    CLASS I
 KV6670
 KV6670.The horizontal coordinates were established by GPS observations
 KV6670.and adjusted by the National Geodetic Survey in May 1999..
 KV6670
 KV6670.The orthometric height was determined by differential leveling
 KV6670.and adjusted by the National Geodetic Survey in April 1995..
 KV6670
 KV6670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6670
 KV6670.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6670
 KV6670.The ellipsoidal height was determined by GPS observations
 KV6670.and is referenced to NAD 83.
 KV6670
 KV6670.The geoid height was determined by GEOID03.
 KV6670
 KV6670.The dynamic height is computed by dividing the NAVD 88
 KV6670.geopotential number by the normal gravity value computed on the
 KV6670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6670.degrees latitude (g = 980.6199 gals.).
 KV6670
 KV6670.The modeled gravity was interpolated from observed gravity values.
 KV6670
 KV6670;                    North         East     Units Scale Factor Converg.
 KV6670;SPC NJ       -   165,551.585   145,472.006   MT  0.99990025   -0 02 04.1
 KV6670;SPC NJ       -   543,147.16    477,269.41   sFT  0.99990025   -0 02 04.1
 KV6670;UTM  18      - 4,463,877.960   537,950.519   MT  0.99961773   +0 17 20.7
 KV6670
 KV6670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6670!SPC NJ       -   1.00000158  x   0.99990025  =   0.99990182
 KV6670!UTM  18      -   1.00000158  x   0.99961773  =   0.99961930
 KV6670
 KV6670                          SUPERSEDED SURVEY CONTROL
 KV6670
 KV6670  NAD 83(1986)-  40 19 28.44852(N)    074 33 11.82194(W) AD(       ) 1
 KV6670  NAVD 88 (01/21/93)   22.87   (m)           75.0    (f) LEVELING    3  
 KV6670  NGVD 29 (01/10/92)   23.203  (m)           76.13   (f) ADJUSTED    1 2
 KV6670
 KV6670.Superseded values are not recommended for survey control.
 KV6670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6670.See file dsdata.txt to determine how the superseded data were derived.
 KV6670
 KV6670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3795163878(NAD 83)
 KV6670_MARKER: DD = SURVEY DISK
 KV6670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6670_SP_SET: CONCRETE POST
 KV6670_STAMPING: 12 E 1 1990
 KV6670_MARK LOGO: NJGS  
 KV6670_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6670+STABILITY: SURFACE MOTION
 KV6670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6670+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 KV6670
 KV6670  HISTORY     - Date     Condition        Report By
 KV6670  HISTORY     - 1990     MONUMENTED       NJGS
 KV6670  HISTORY     - 19911120 GOOD             NJGS
 KV6670  HISTORY     - 20030809 GOOD             GEOCAC
 KV6670  HISTORY     - 20060321 GOOD             AASCO
 KV6670
 KV6670                          STATION DESCRIPTION
 KV6670
 KV6670'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6670'THE STATION IS LOCATED IN PLAINSBORO TOWNSHIP, ON THE NORTH SIDE OF
 KV6670'PLAINSBORO CRANBURY ROAD, ON THE GROUNDS OF RAVENS CREST HOUSING
 KV6670'DEVELOPMENT, WHICH IS NORTHWEST OF THE CEDAR BROOK CREEK, THE
 KV6670'TOWNSHIP LINE BETWEEN PLAINSBORO AND CRANBURY.  TO REACH THE STATION
 KV6670'FROM THE SCUDDERS MILL ROAD BRIDGE OVER THE NORTHEAST CORRIDOR
 KV6670'AMTRACK RAILROAD LINE, GO 1.36 KM (0.85 MI) SOUTHEAST ON SCUDDERS
 KV6670'MILL ROAD TO THE INTERSECTION WITH PLAINSBORO ROAD, COUNTY ROAD 535,
 KV6670'CONTINUE 2.72 KM (1.70 MI) AHEAD TO THE STATION ON THE LEFT.  THE
 KV6670'STATION IS ABOUT 73.2 M (240.2 FT) NORTHWEST OF THE CENTERLINE OF THE
 KV6670'BRIDGE, 20.9 M (68.6 FT) NORTHEAST OF THE CENTERLINE OF PLAINSBORO
 KV6670'ROAD, 17.6 M (57.7 FT) EAST OF THE NORTH END OF A GUARDRAIL ON THE
 KV6670'SOUTH SIDE OF A SIDEWALK, 19.7 M (64.6 FT) NORTH OF THE SOUTH END OF
 KV6670'THE SAME GUARDRAIL, 33.1 M (108.6 FT) NORTHWEST OF POLE 61318 PO,
 KV6670'15.5 M (50.9 FT) WEST OF THE NORTHWEST CORNER OF A HEADWALL FOR AN
 KV6670'OUTFLOW PIPE FROM A DETENTION BASIN, 1.6 M (5.2 FT) SOUTH OF THE
 KV6670'SOUTH EDGE OF A SIDEWALK, 22.6 M (74.1 FT) EAST OF THE CENTERLINE AT
 KV6670'THE WEST END OF A SIDEWALK ON THE EAST SIDE OF PLAINSBORO ROAD AND
 KV6670'FLUSH WITH THE GROUND.
 KV6670'THE STATION IS LOCATED IN PLAINSBORO TOWNSHIP, ON THE NORTH SIDE OF
 KV6670'PLAINSBORO CRANBURY ROAD, ON THE GROUNDS OF RAVENS CREST HOUSING
 KV6670'DEVELOPMENT, WHICH IS NORTHWEST OF THE CEDAR BROOK CREEK, THE
 KV6670'TOWNSHIP LINE BETWEEN PLAINSBORO AND CRANBURY.  TO REACH THE STATION
 KV6670'FROM THE SCUDDERS MILL ROAD BRIDGE OVER THE NORTHEAST CORRIDOR
 KV6670'AMTRACK RAILROAD LINE, GO 1.36 KM (0.85 MI) SOUTHEAST ON SCUDDERS
 KV6670'MILL ROAD TO THE INTERSECTION WITH PLAINSBORO ROAD, COUNTY ROAD 535,
 KV6670'CONTINUE 2.72 KM (1.70 MI) AHEAD TO THE STATION ON THE LEFT.  THE
 KV6670'STATION IS ABOUT 73.2 M (240.2 FT) NORTHWEST OF THE CENTERLINE OF THE
 KV6670'BRIDGE, 20.9 M (68.6 FT) NORTHEAST OF THE CENTERLINE OF PLAINSBORO
 KV6670'ROAD, 17.6 M (57.7 FT) EAST OF THE NORTH END OF A GUARDRAIL ON THE
 KV6670'SOUTH SIDE OF A SIDEWALK, 19.7 M (64.6 FT) NORTH OF THE SOUTH END OF
 KV6670'THE SAME GUARDRAIL, 33.1 M (108.6 FT) NORTHWEST OF POLE 61318 PO,
 KV6670'15.5 M (50.9 FT) WEST OF THE NORTHWEST CORNER OF A HEADWALL FOR AN
 KV6670'OUTFLOW PIPE FROM A DETENTION BASIN, 1.6 M (5.2 FT) SOUTH OF THE
 KV6670'SOUTH EDGE OF A SIDEWALK, 22.6 M (74.1 FT) EAST OF THE CENTERLINE AT
 KV6670'THE WEST END OF A SIDEWALK ON THE EAST SIDE OF PLAINSBORO ROAD AND
 KV6670'FLUSH WITH THE GROUND.
 KV6670
 KV6670                          STATION RECOVERY (1991)
 KV6670
 KV6670'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV6670'RECOVERED IN GOOD CONDITION.
 KV6670
 KV6670                          STATION RECOVERY (2003)
 KV6670
 KV6670'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 KV6670'STATION IS LOCATED IN GRASSY AREA ABOUT 30 FEET SOUTHWEST OF AND
 KV6670'ACROSS A CONCRETE SIDEWALK FROM 'DOGIPOT' PET WASTE STATION, AND ABOUT
 KV6670'75 FEET NORTH ALONG SIDEWALK FROM EDGE OF PLAINSBORO ROAD PAVEMENT.
 KV6670
 KV6670                          STATION RECOVERY (2006)
 KV6670
 KV6670'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV6670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6724 ***********************************************************************
 KV6724  DESIGNATION -  12 E 2
 KV6724  PID         -  KV6724
 KV6724  STATE/COUNTY-  NJ/MIDDLESEX
 KV6724  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6724
 KV6724                         *CURRENT SURVEY CONTROL
 KV6724  ___________________________________________________________________
 KV6724* NAD 83(1996)-  40 25 00.43983(N)    074 25 03.21502(W)     ADJUSTED  
 KV6724* NAVD 88     -        33.0    (meters)     108.     (feet)  GPS OBS   
 KV6724  ___________________________________________________________________
 KV6724  X           -   1,306,276.170 (meters)                     COMP
 KV6724  Y           -  -4,684,097.447 (meters)                     COMP
 KV6724  Z           -   4,113,329.497 (meters)                     COMP
 KV6724  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 KV6724  ELLIP HEIGHT-           0.24  (meters)          (10/23/02) GPS OBS
 KV6724  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV6724
 KV6724  HORZ ORDER  -  FIRST
 KV6724  ELLP ORDER  -  FOURTH    CLASS I
 KV6724
 KV6724.The horizontal coordinates were established by GPS observations
 KV6724.and adjusted by the National Geodetic Survey in May 1999..
 KV6724
 KV6724.The orthometric height was determined by GPS observations and a
 KV6724.high-resolution geoid model.
 KV6724
 KV6724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6724
 KV6724.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6724
 KV6724.The ellipsoidal height was determined by GPS observations
 KV6724.and is referenced to NAD 83.
 KV6724
 KV6724.The geoid height was determined by GEOID03.
 KV6724
 KV6724;                    North         East     Units Scale Factor Converg.
 KV6724;SPC NJ       -   175,792.710   156,996.205   MT  0.99990060   +0 03 12.4
 KV6724;SPC NJ       -   576,746.58    515,078.38   sFT  0.99990060   +0 03 12.4
 KV6724;UTM  18      - 4,474,181.212   549,413.474   MT  0.99963006   +0 22 39.5
 KV6724
 KV6724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6724!SPC NJ       -   0.99999996  x   0.99990060  =   0.99990056
 KV6724!UTM  18      -   0.99999996  x   0.99963006  =   0.99963002
 KV6724
 KV6724:                Primary Azimuth Mark                     Grid Az
 KV6724:SPC NJ       -  12 F 2                                   080 39 07.0
 KV6724:UTM  18      -  12 F 2                                   080 19 39.9
 KV6724
 KV6724|---------------------------------------------------------------------|
 KV6724| PID    Reference Object                     Distance      Geod. Az  |
 KV6724|                                                           dddmmss.s |
 KV6724| KV6725 12 F 2                              461.080 METERS 0804219.4 |
 KV6724|---------------------------------------------------------------------|
 KV6724
 KV6724                          SUPERSEDED SURVEY CONTROL
 KV6724
 KV6724  NAD 83(1996)-  40 25 00.43955(N)    074 25 03.21698(W) AD(       ) 1
 KV6724  NAD 83(1986)-  40 25 00.43946(N)    074 25 03.21730(W) AD(       ) 1
 KV6724
 KV6724.Superseded values are not recommended for survey control.
 KV6724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6724.See file dsdata.txt to determine how the superseded data were derived.
 KV6724
 KV6724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4941374181(NAD 83)
 KV6724_MARKER: DD = SURVEY DISK
 KV6724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6724_SP_SET: CONCRETE POST
 KV6724_STAMPING: 12 E 2 1991
 KV6724_MARK LOGO: NJGS  
 KV6724_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6724+STABILITY: SURFACE MOTION
 KV6724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6724+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 KV6724
 KV6724  HISTORY     - Date     Condition        Report By
 KV6724  HISTORY     - 1991     MONUMENTED       NJGS
 KV6724  HISTORY     - 19920204 GOOD
 KV6724
 KV6724                          STATION DESCRIPTION
 KV6724
 KV6724'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6724'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP IN THE LAWN OF
 KV6724'PROPERTY KNOWN AS THE MUNICIPAL COMPLEX 300 FT (91.4 M) SOUTHEASTERLY
 KV6724'FROM THE MOST SOUTHEASTERLY CORNER OF THE PUBLIC SAFETY BUILDING.
 KV6724'THE BUILDING IS LOCATED AT 1 JEAN WALLING CIVIC CENTER DRIVE.  44.2
 KV6724'FT (13.5 M) EAST OF THE SOUTH END OF THE GRANITE BLOCK CURB OF
 KV6724'PARKING LOT NUMBER 4 BELONGING TO THE EAST BRUNSWICK POLICE
 KV6724'DEPARTMENT,  99.0 FT (30.2 M) NORTHWEST OF A CURB TYPE INLET SITUATED
 KV6724'IN THE NORTHERLY SIDE OF CIVIC CENTER DRIVE,  118.3 FT (36.1 M)
 KV6724'SOUTHWEST FROM POLE A64822EBW,  79.0 FT (24.1 M) SOUTHEAST OF THE BASE
 KV6724'OF A LIGHT POLE NEAR THE PARKING LOT. THE STATION IS 0.1 FT (0.0 M)
 KV6724'BELOW THE GROUND.
 KV6724
 KV6724                          STATION RECOVERY (1992)
 KV6724
 KV6724'RECOVERED 1992
 KV6724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6939 ***********************************************************************
 KV6939  DESIGNATION -  12 E 3
 KV6939  PID         -  KV6939
 KV6939  STATE/COUNTY-  NJ/MIDDLESEX
 KV6939  USGS QUAD   -  JAMESBURG (1981)
 KV6939
 KV6939                         *CURRENT SURVEY CONTROL
 KV6939  ___________________________________________________________________
 KV6939* NAD 83(1996)-  40 17 47.61336(N)    074 28 22.91564(W)     ADJUSTED  
 KV6939* NAVD 88     -        41.9    (meters)     137.     (feet)  GPS OBS   
 KV6939  ___________________________________________________________________
 KV6939  X           -   1,304,056.564 (meters)                     COMP
 KV6939  Y           -  -4,693,696.074 (meters)                     COMP
 KV6939  Z           -   4,103,161.877 (meters)                     COMP
 KV6939  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 KV6939  ELLIP HEIGHT-           9.23  (meters)          (10/23/02) GPS OBS
 KV6939  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KV6939
 KV6939  HORZ ORDER  -  FIRST
 KV6939  ELLP ORDER  -  FOURTH    CLASS I
 KV6939
 KV6939.The horizontal coordinates were established by GPS observations
 KV6939.and adjusted by the National Geodetic Survey in May 1999..
 KV6939
 KV6939.The orthometric height was determined by GPS observations and a
 KV6939.high-resolution geoid model.
 KV6939
 KV6939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6939
 KV6939.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6939
 KV6939.The ellipsoidal height was determined by GPS observations
 KV6939.and is referenced to NAD 83.
 KV6939
 KV6939.The geoid height was determined by GEOID03.
 KV6939
 KV6939;                    North         East     Units Scale Factor Converg.
 KV6939;SPC NJ       -   162,440.659   152,292.669   MT  0.99990006   +0 01 02.8
 KV6939;SPC NJ       -   532,940.73    499,646.86   sFT  0.99990006   +0 01 02.8
 KV6939;UTM  18      - 4,460,806.447   544,786.728   MT  0.99962469   +0 20 26.9
 KV6939
 KV6939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6939!SPC NJ       -   0.99999855  x   0.99990006  =   0.99989861
 KV6939!UTM  18      -   0.99999855  x   0.99962469  =   0.99962324
 KV6939
 KV6939                          SUPERSEDED SURVEY CONTROL
 KV6939
 KV6939  NAD 83(1986)-  40 17 47.61326(N)    074 28 22.91782(W) AD(       ) 1
 KV6939
 KV6939.Superseded values are not recommended for survey control.
 KV6939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6939.See file dsdata.txt to determine how the superseded data were derived.
 KV6939
 KV6939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4478760806(NAD 83)
 KV6939_MARKER: DD = SURVEY DISK
 KV6939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6939_SP_SET: CONCRETE POST
 KV6939_STAMPING: 12 E 3 1991
 KV6939_MARK LOGO: NJGS  
 KV6939_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6939+STABILITY: SURFACE MOTION
 KV6939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6939+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1992
 KV6939
 KV6939  HISTORY     - Date     Condition        Report By
 KV6939  HISTORY     - 1991     MONUMENTED       NJGS
 KV6939  HISTORY     - 19920124 GOOD
 KV6939  HISTORY     - 20040913 GOOD             GEOCAC
 KV6939
 KV6939                          STATION DESCRIPTION
 KV6939
 KV6939'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6939'THE STATION IS LOCATED IN MONROE TOWNSHIP ON THE SOUTHEAST SIDE OF
 KV6939'APPLEGARTH ROAD, COUNTY ROAD 619, ON THE GROUNDS OF THE APPLEGARTH
 KV6939'MIDDLE SCHOOL.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 KV6939'HIGHWAY 33 AND APPLEGARTH ROAD, COUNTY ROAD 619, GO WEST ON
 KV6939'APPLEGARTH ROAD FOR 2.0 MI (3.2 KM) TO THE SCHOOL AND THE STATION ON
 KV6939'THE RIGHT, SET IN A LAWN JUST NORTHEAST OF THE APPLEGARTH MIDDLE
 KV6939'SCHOOL.  TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD
 KV6939'535, JAMESBURG SOUTH RIVER ROAD AND COUNTY ROAD 614, PROSPECT PLAINS
 KV6939'ROAD, GO EAST SOUTHEAST ON COUNTY ROAD 614 FOR 1.35 MI (2.17 KM) TO
 KV6939'THE JUNCTION WITH APPLEGARTH ROAD.  TURN RIGHT AND GO SOUTH ON
 KV6939'APPLEGARTH ROAD FOR 1.95 MI (3.14 KM) TO THE STATION ON THE LEFT.
 KV6939'THE STATION IS 12.1 M (39.7 FT) EAST SOUTHEAST FROM THE CENTERLINE
 KV6939'OF APPLEGARTH ROAD, 18.5 M (60.7 FT) NORTH NORTHEAST FROM THE
 KV6939'CENTERLINE OF THE NORTH EXIT DRIVE FOR THE SCHOOL, 11.0 M (36.1 FT)
 KV6939'SOUTHEAST FROM POLE NUMBER 40139 MT, 7.7 M (25.3 FT) EAST SOUTHEAST
 KV6939'FROM THE EAST EDGE OF PAVING OF APPLEGARTH ROAD AND 53.2 M
 KV6939'(174.5 FT) NORTH NORTHEAST FROM POLE NUMBER 40138 MT.  THE STATION IS
 KV6939'SET FLUSH WITH THE GROUND.
 KV6939
 KV6939                          STATION RECOVERY (1992)
 KV6939
 KV6939'RECOVERED 1992
 KV6939'RECOVERED IN GOOD CONDITION.
 KV6939
 KV6939                          STATION RECOVERY (2004)
 KV6939
 KV6939'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 KV6939'STATION IS LOCATED IMMEDIATELY WEST OF AN ORANGE CARSONITE WITNESS
 KV6939'POST, WHICH IS AT A CHAIN LINK FENCE. THE FENCE RUNS PARALLEL TO
 KV6939'APPLEGARTH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6510 ***********************************************************************
 KV6510  DESIGNATION -  12 F 1
 KV6510  PID         -  KV6510
 KV6510  STATE/COUNTY-  NJ/MIDDLESEX
 KV6510  USGS QUAD   -  HIGHTSTOWN (1981)
 KV6510
 KV6510                         *CURRENT SURVEY CONTROL
 KV6510  ___________________________________________________________________
 KV6510* NAD 83(1996)-  40 19 39.12242(N)    074 30 08.65678(W)     ADJUSTED  
 KV6510* NAVD 88     -        30.157  (meters)      98.94   (feet)  ADJUSTED  
 KV6510  ___________________________________________________________________
 KV6510  X           -   1,301,053.207 (meters)                     COMP
 KV6510  Y           -  -4,692,211.010 (meters)                     COMP
 KV6510  Z           -   4,105,776.901 (meters)                     COMP
 KV6510  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 KV6510  ELLIP HEIGHT-          -2.63  (meters)          (10/23/02) GPS OBS
 KV6510  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KV6510  DYNAMIC HT  -          30.144 (meters)      98.90  (feet)  COMP
 KV6510  MODELED GRAV-     980,192.7   (mgal)                       NAVD 88
 KV6510
 KV6510  HORZ ORDER  -  FIRST
 KV6510  VERT ORDER  -  FIRST     CLASS II
 KV6510  ELLP ORDER  -  FOURTH    CLASS I
 KV6510
 KV6510.The horizontal coordinates were established by GPS observations
 KV6510.and adjusted by the National Geodetic Survey in May 1999..
 KV6510
 KV6510.The orthometric height was determined by differential leveling
 KV6510.and adjusted by the National Geodetic Survey in April 1995..
 KV6510
 KV6510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6510
 KV6510.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6510
 KV6510.The ellipsoidal height was determined by GPS observations
 KV6510.and is referenced to NAD 83.
 KV6510
 KV6510.The geoid height was determined by GEOID03.
 KV6510
 KV6510.The dynamic height is computed by dividing the NAVD 88
 KV6510.geopotential number by the normal gravity value computed on the
 KV6510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6510.degrees latitude (g = 980.6199 gals.).
 KV6510
 KV6510.The modeled gravity was interpolated from observed gravity values.
 KV6510
 KV6510;                    North         East     Units Scale Factor Converg.
 KV6510;SPC NJ       -   165,879.423   149,795.662   MT  0.99990000   -0 00 05.6
 KV6510;SPC NJ       -   544,222.74    491,454.60   sFT  0.99990000   -0 00 05.6
 KV6510;UTM  18      - 4,464,230.111   542,271.043   MT  0.99962199   +0 19 19.3
 KV6510
 KV6510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6510!SPC NJ       -   1.00000041  x   0.99990000  =   0.99990041
 KV6510!UTM  18      -   1.00000041  x   0.99962199  =   0.99962240
 KV6510
 KV6510                          SUPERSEDED SURVEY CONTROL
 KV6510
 KV6510  NAD 83(1986)-  40 19 39.12218(N)    074 30 08.65895(W) AD(       ) 1
 KV6510  NAVD 88 (01/21/93)   30.16   (m)           98.9    (f) LEVELING    3  
 KV6510  NGVD 29 (01/10/92)   30.485  (m)          100.02   (f) ADJUSTED    1 2
 KV6510
 KV6510.Superseded values are not recommended for survey control.
 KV6510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6510.See file dsdata.txt to determine how the superseded data were derived.
 KV6510
 KV6510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4227164230(NAD 83)
 KV6510_MARKER: DD = SURVEY DISK
 KV6510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6510_SP_SET: CONCRETE POST
 KV6510_STAMPING: 12 F 1 1991
 KV6510_MARK LOGO: NJGS  
 KV6510_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6510+STABILITY: SURFACE MOTION
 KV6510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6510+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1992
 KV6510
 KV6510  HISTORY     - Date     Condition        Report By
 KV6510  HISTORY     - 1991     MONUMENTED       NJGS
 KV6510  HISTORY     - 19911120 GOOD             NJGS
 KV6510  HISTORY     - 19920325 GOOD
 KV6510
 KV6510                          STATION DESCRIPTION
 KV6510
 KV6510'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6510'THE STATION IS LOCATED IN CRANBURY TOWNSHIP, ON THE SOUTH SIDE OF DEY
 KV6510'ROAD.  TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 130 AND
 KV6510'DEY ROAD, NORTH OF CRANBURY, GO 0.2 MI (0.3 KM) EAST ON DEY ROAD TO
 KV6510'THE STATION ON THE RIGHT.  THE STATION IS 7.7 M (25.3 FT) SOUTHWEST
 KV6510'OF THE DEY ROAD CENTERLINE, 14.1 M (46.3 FT) WEST SOUTHWEST OF GUY
 KV6510'POLE NUMBER 61425 PO,4.0 M SOUTHWEST OF THE EDGE OF PAVEMENT 13.0 M
 KV6510'(42.7 FT) SOUTHWEST OF MONUMENT 12149 ON THE NORTH SIDE OF DEY ROAD,
 KV6510'17.0 M (55.8 FT) SOUTHEAST OF THE EAST GATE POST OF A 10 FT (3.0 M)
 KV6510'HIGH LINK TYPE FENCE AND FLUSH WITH THE GROUND.
 KV6510'THE STATION IS LOCATED ON THE SOUTH SIDE OF DEY ROAD IN CRANBURY
 KV6510'TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 130
 KV6510'AND DEY ROAD, NORTH OF CRANBURY, GO 0.2 MI (0.3 KM) EAST ON DEY ROAD
 KV6510'TO THE STATION ON THE RIGHT.  THE STATION IS 7.7 M (25.3 FT)
 KV6510'SOUTHWEST OF THE DEY ROAD CENTERLINE, 14.1 M (46.3 FT) WEST SOUTHWEST
 KV6510'OF GUY POLE NUMBER 61425 PO, 4.0 M (13.1 FT) SOUTHWEST OF THE EDGE OF
 KV6510'PAVEMENT, 13.0 M (42.7 FT) SOUTHWEST OF MONUMENT 12149 NJGS, ON THE
 KV6510'NORTH SIDE OF DEY ROAD, 17.0 M (55.8 FT) SOUTHEAST OF THE EAST GATE
 KV6510'POST OF A 10 FT (3.0 M) HIGH LINK TYPE FENCE AND FLUSH WITH THE
 KV6510'GROUND.
 KV6510
 KV6510                          STATION RECOVERY (1991)
 KV6510
 KV6510'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV6510'THE STATION IS LOCATED ON THE SOUTH SIDE OF DEY ROAD IN CRANBURY
 KV6510'TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 130
 KV6510'AND DEY ROAD, NORTH OF CRANBURY, GO 0.2 MI (0.3 KM) EAST ON DEY ROAD
 KV6510'TO THE STATION ON THE RIGHT.  THE STATION IS 7.7 M (25.3 FT)
 KV6510'SOUTHWEST OF THE DEY ROAD CENTERLINE, 14.1 M (46.3 FT) WEST SOUTHWEST
 KV6510'OF GUY POLE NUMBER 61425 PO, 4.0 M (13.1 FT) SOUTHWEST OF THE EDGE OF
 KV6510'PAVEMENT, 13.0 M (42.7 FT) SOUTHWEST OF MONUMENT 12149 NJGS, ON THE
 KV6510'NORTH SIDE OF DEY ROAD, 17.0 M (55.8 FT) SOUTHEAST OF THE EAST GATE
 KV6510'POST OF A 10 FT (3.0 M) HIGH LINK TYPE FENCE AND FLUSH WITH THE
 KV6510'GROUND.
 KV6510
 KV6510                          STATION RECOVERY (1992)
 KV6510
 KV6510'RECOVERED 1992
 KV6510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6725 ***********************************************************************
 KV6725  DESIGNATION -  12 F 2
 KV6725  PID         -  KV6725
 KV6725  STATE/COUNTY-  NJ/MIDDLESEX
 KV6725  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6725
 KV6725                         *CURRENT SURVEY CONTROL
 KV6725  ___________________________________________________________________
 KV6725* NAD 83(1996)-  40 25 02.85368(N)    074 24 43.91416(W)     ADJUSTED  
 KV6725* NAVD 88     -        33.1    (meters)     109.     (feet)  GPS OBS   
 KV6725  ___________________________________________________________________
 KV6725  X           -   1,306,701.531 (meters)                     COMP
 KV6725  Y           -  -4,683,928.814 (meters)                     COMP
 KV6725  Z           -   4,113,386.287 (meters)                     COMP
 KV6725  LAPLACE CORR-           5.50  (seconds)                    DEFLEC99
 KV6725  ELLIP HEIGHT-           0.40  (meters)          (10/23/02) GPS OBS
 KV6725  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KV6725
 KV6725  HORZ ORDER  -  FIRST
 KV6725  ELLP ORDER  -  FOURTH    CLASS I
 KV6725
 KV6725.The horizontal coordinates were established by GPS observations
 KV6725.and adjusted by the National Geodetic Survey in May 1999..
 KV6725
 KV6725.The orthometric height was determined by GPS observations and a
 KV6725.high-resolution geoid model.
 KV6725
 KV6725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6725
 KV6725.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6725
 KV6725.The ellipsoidal height was determined by GPS observations
 KV6725.and is referenced to NAD 83.
 KV6725
 KV6725.The geoid height was determined by GEOID03.
 KV6725
 KV6725;                    North         East     Units Scale Factor Converg.
 KV6725;SPC NJ       -   175,867.596   157,451.117   MT  0.99990068   +0 03 24.9
 KV6725;SPC NJ       -   576,992.27    516,570.87   sFT  0.99990068   +0 03 24.9
 KV6725;UTM  18      - 4,474,258.650   549,867.832   MT  0.99963061   +0 22 52.0
 KV6725
 KV6725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6725!SPC NJ       -   0.99999994  x   0.99990068  =   0.99990062
 KV6725!UTM  18      -   0.99999994  x   0.99963061  =   0.99963055
 KV6725
 KV6725:                Primary Azimuth Mark                     Grid Az
 KV6725:SPC NJ       -  12 E 2                                   260 39 07.0
 KV6725:UTM  18      -  12 E 2                                   260 19 39.9
 KV6725
 KV6725|---------------------------------------------------------------------|
 KV6725| PID    Reference Object                     Distance      Geod. Az  |
 KV6725|                                                           dddmmss.s |
 KV6725| KV6724 12 E 2                              461.080 METERS 2604231.9 |
 KV6725|---------------------------------------------------------------------|
 KV6725
 KV6725                          SUPERSEDED SURVEY CONTROL
 KV6725
 KV6725  NAD 83(1996)-  40 25 02.85345(N)    074 24 43.91608(W) AD(       ) 1
 KV6725  NAD 83(1986)-  40 25 02.85335(N)    074 24 43.91649(W) AD(       ) 1
 KV6725
 KV6725.Superseded values are not recommended for survey control.
 KV6725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6725.See file dsdata.txt to determine how the superseded data were derived.
 KV6725
 KV6725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4986874259(NAD 83)
 KV6725_MARKER: DD = SURVEY DISK
 KV6725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6725_SP_SET: CONCRETE POST
 KV6725_STAMPING: 12 F 2 1991
 KV6725_MARK LOGO: NJGS  
 KV6725_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6725+STABILITY: SURFACE MOTION
 KV6725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6725+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 KV6725
 KV6725  HISTORY     - Date     Condition        Report By
 KV6725  HISTORY     - 1991     MONUMENTED       NJGS
 KV6725  HISTORY     - 19920204 GOOD
 KV6725
 KV6725                          STATION DESCRIPTION
 KV6725
 KV6725'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6725'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON THE NORTHEAST
 KV6725'CORNER OF COUNTY ROAD 535,  ALSO KNOWN AS CRANBURY ROAD,  AND RUES
 KV6725'LANE.  69.7 FT (21.2 M) SOUTHEAST OF POLE 61262,  18.4 FT (5.6 M)
 KV6725'NORTHEAST OF NEW JERSEY NATURAL GAS MARKER,  58.1 FT (17.7 M)
 KV6725'NORTHWEST OF A CURB TYPE INLET,  75.9 FT (23.1 M) NORTHWEST OF THE
 KV6725'CENTER OF A 3 FT (0.9 M) DIAMETER MANHOLE COVER WITH NO MARKINGS
 KV6725'LOCATED IN RUES LANE,  74.3 FT (22.6 M) SOUTHEAST OF POLE 61621.  THE
 KV6725'POLE IS LOCATED IN A CONCRETE ISLAND FACING CRANBURY ROAD.
 KV6725'RECONSTRUCTION OF CRANBURY ROAD IS ANTICIPATED IN THE NEAR FUTURE AND
 KV6725'THEREFORE SOME OF THESE TIES MAY CHANGE.  THE STATION IS FLUSH WITH
 KV6725'THE GROUND.
 KV6725
 KV6725                          STATION RECOVERY (1992)
 KV6725
 KV6725'RECOVERED 1992
 KV6725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6940 ***********************************************************************
 KV6940  DESIGNATION -  12 F 3
 KV6940  PID         -  KV6940
 KV6940  STATE/COUNTY-  NJ/MIDDLESEX
 KV6940  USGS QUAD   -  JAMESBURG (1981)
 KV6940
 KV6940                         *CURRENT SURVEY CONTROL
 KV6940  ___________________________________________________________________
 KV6940* NAD 83(1996)-  40 16 05.52040(N)    074 28 15.26424(W)     ADJUSTED  
 KV6940* NAVD 88     -        35.19   (meters)     115.5    (feet)  LEVELING  
 KV6940  ___________________________________________________________________
 KV6940  X           -   1,304,774.419 (meters)                     COMP
 KV6940  Y           -  -4,695,604.512 (meters)                     COMP
 KV6940  Z           -   4,100,755.324 (meters)                     COMP
 KV6940  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 KV6940  ELLIP HEIGHT-           2.61  (meters)          (10/23/02) GPS OBS
 KV6940  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KV6940
 KV6940  HORZ ORDER  -  FIRST
 KV6940  VERT ORDER  -  THIRD ?
 KV6940  ELLP ORDER  -  FOURTH    CLASS I
 KV6940
 KV6940.The horizontal coordinates were established by GPS observations
 KV6940.and adjusted by the National Geodetic Survey in May 1999..
 KV6940
 KV6940.The orthometric height was determined by differential leveling.
 KV6940.The vertical network tie was performed by a horz. field party for horz.
 KV6940.obs reductions. Reset procedures were used to establish the elevation.
 KV6940
 KV6940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6940
 KV6940.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6940
 KV6940.The ellipsoidal height was determined by GPS observations
 KV6940.and is referenced to NAD 83.
 KV6940
 KV6940.The geoid height was determined by GEOID03.
 KV6940
 KV6940;                    North         East     Units Scale Factor Converg.
 KV6940;SPC NJ       -   159,292.028   152,474.392   MT  0.99990008   +0 01 07.7
 KV6940;SPC NJ       -   522,610.60    500,243.07   sFT  0.99990008   +0 01 07.7
 KV6940;UTM  18      - 4,457,659.758   544,986.159   MT  0.99962491   +0 20 31.2
 KV6940
 KV6940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6940!SPC NJ       -   0.99999959  x   0.99990008  =   0.99989967
 KV6940!UTM  18      -   0.99999959  x   0.99962491  =   0.99962450
 KV6940
 KV6940                          SUPERSEDED SURVEY CONTROL
 KV6940
 KV6940  NAD 83(1986)-  40 16 05.52037(N)    074 28 15.26639(W) AD(       ) 1
 KV6940
 KV6940.Superseded values are not recommended for survey control.
 KV6940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6940.See file dsdata.txt to determine how the superseded data were derived.
 KV6940
 KV6940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4498657660(NAD 83)
 KV6940_MARKER: DD = SURVEY DISK
 KV6940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6940_SP_SET: CONCRETE POST
 KV6940_STAMPING: 12 F 3 1991
 KV6940_MARK LOGO: NJGS  
 KV6940_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6940+STABILITY: SURFACE MOTION
 KV6940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6940+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2002
 KV6940
 KV6940  HISTORY     - Date     Condition        Report By
 KV6940  HISTORY     - 1991     MONUMENTED       NJGS
 KV6940  HISTORY     - 19920124 GOOD
 KV6940  HISTORY     - 20010711 GOOD             AASCO
 KV6940  HISTORY     - 20020817 GOOD             INDIV
 KV6940
 KV6940                          STATION DESCRIPTION
 KV6940
 KV6940'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6940'THE STATION IS LOCATED IN MONROE TOWNSHIP, ON THE NORTHEAST CORNER OF
 KV6940'STATE HIGHWAY 33 WESTBOUND LANES RAMP LEADING TO APPLEGARTH ROAD
 KV6940'NORTH, COUNTY ROAD 619.  TO REACH THE STATION FROM THE INTERSECTION
 KV6940'OF THE NEW JERSEY TURNPIKE OVER STATE HIGHWAY 33, GO 2.1 MI (3.4 KM)
 KV6940'EAST ON STATE HIGHWAY 33 TO THE JUNCTION WITH APPLEGARTH ROAD.  TAKE
 KV6940'THE JUGHANDLE AND GO 0.1 MI (0.2 KM) NORTH ON APPLEGARTH ROAD TO THE
 KV6940'RAMP AND STATION ON THE RIGHT.  THE STATION IS 4.4 M (14.4 FT)
 KV6940'NORTHWEST FROM THE CENTER OF AN INLET IN THE CURBLINE ON THE RAMP,
 KV6940'12.55 M (41.17 FT) SOUTHEAST FROM POLE NUMBER 909-1 MT, 8.1 M
 KV6940'(26.6 FT) EAST FROM THE NORTH CURB NOSE OF A TRIANGULAR CONCRETE
 KV6940'TRAFFIC ISLAND, 11.8 M (38.7 FT) NORTHEAST FROM THE SOUTHEAST CURB
 KV6940'NOSE OF A TRIANGULAR CONCRETE TRAFFIC ISLAND, 9.1 M (29.9 FT) NORTH
 KV6940'FROM THE EAST METAL LEG OF A SIGN FOR PROSPECT PLAINS APPLEGARTH ROAD
 KV6940'BUTCHER ROAD AND 2.65 M (8.69 FT) NORTHEAST FROM THE CURBLINE.  THE
 KV6940'STATION IS SET FLUSH WITH THE GROUND.
 KV6940
 KV6940                          STATION RECOVERY (1992)
 KV6940
 KV6940'RECOVERED 1992
 KV6940'RECOVERED IN GOOD CONDITION.
 KV6940
 KV6940                          STATION RECOVERY (2001)
 KV6940
 KV6940'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2001 (GLB)
 KV6940'RECOVERED IN GOOD CONDITION.
 KV6940
 KV6940                          STATION RECOVERY (2002)
 KV6940
 KV6940'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (APC)
 KV6940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6511 ***********************************************************************
 KV6511  DESIGNATION -  12 G 1
 KV6511  PID         -  KV6511
 KV6511  STATE/COUNTY-  NJ/MIDDLESEX
 KV6511  USGS QUAD   -  JAMESBURG (1981)
 KV6511
 KV6511                         *CURRENT SURVEY CONTROL
 KV6511  ___________________________________________________________________
 KV6511* NAD 83(1996)-  40 19 45.11564(N)    074 29 41.18132(W)     ADJUSTED  
 KV6511* NAVD 88     -        31.496  (meters)     103.33   (feet)  ADJUSTED  
 KV6511  ___________________________________________________________________
 KV6511  X           -   1,301,646.514 (meters)                     COMP
 KV6511  Y           -  -4,691,923.373 (meters)                     COMP
 KV6511  Z           -   4,105,918.702 (meters)                     COMP
 KV6511  LAPLACE CORR-           5.37  (seconds)                    DEFLEC99
 KV6511  ELLIP HEIGHT-          -1.28  (meters)          (10/23/02) GPS OBS
 KV6511  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV6511  DYNAMIC HT  -          31.483 (meters)     103.29  (feet)  COMP
 KV6511  MODELED GRAV-     980,193.8   (mgal)                       NAVD 88
 KV6511
 KV6511  HORZ ORDER  -  FIRST
 KV6511  VERT ORDER  -  FIRST     CLASS II
 KV6511  ELLP ORDER  -  FOURTH    CLASS I
 KV6511
 KV6511.The horizontal coordinates were established by GPS observations
 KV6511.and adjusted by the National Geodetic Survey in May 1999..
 KV6511
 KV6511.The orthometric height was determined by differential leveling
 KV6511.and adjusted by the National Geodetic Survey in April 1995..
 KV6511
 KV6511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6511
 KV6511.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6511
 KV6511.The ellipsoidal height was determined by GPS observations
 KV6511.and is referenced to NAD 83.
 KV6511
 KV6511.The geoid height was determined by GEOID03.
 KV6511
 KV6511.The dynamic height is computed by dividing the NAVD 88
 KV6511.geopotential number by the normal gravity value computed on the
 KV6511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6511.degrees latitude (g = 980.6199 gals.).
 KV6511
 KV6511.The modeled gravity was interpolated from observed gravity values.
 KV6511
 KV6511;                    North         East     Units Scale Factor Converg.
 KV6511;SPC NJ       -   166,064.274   150,444.193   MT  0.99990000   +0 00 12.2
 KV6511;SPC NJ       -   544,829.21    493,582.32   sFT  0.99990000   +0 00 12.2
 KV6511;UTM  18      - 4,464,418.570   542,918.340   MT  0.99962267   +0 19 37.1
 KV6511
 KV6511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6511!SPC NJ       -   1.00000020  x   0.99990000  =   0.99990020
 KV6511!UTM  18      -   1.00000020  x   0.99962267  =   0.99962287
 KV6511
 KV6511                          SUPERSEDED SURVEY CONTROL
 KV6511
 KV6511  NAD 83(1986)-  40 19 45.11535(N)    074 29 41.18353(W) AD(       ) 1
 KV6511  NAVD 88 (01/21/93)   31.50   (m)          103.3    (f) LEVELING    3  
 KV6511  NGVD 29 (01/10/92)   31.824  (m)          104.41   (f) ADJUSTED    1 2
 KV6511
 KV6511.Superseded values are not recommended for survey control.
 KV6511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6511.See file dsdata.txt to determine how the superseded data were derived.
 KV6511
 KV6511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4291864419(NAD 83)
 KV6511_MARKER: DD = SURVEY DISK
 KV6511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6511_SP_SET: CONCRETE POST
 KV6511_STAMPING: 12 G 1 1991
 KV6511_MARK LOGO: NJGS  
 KV6511_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6511+STABILITY: SURFACE MOTION
 KV6511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6511+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 KV6511
 KV6511  HISTORY     - Date     Condition        Report By
 KV6511  HISTORY     - 1991     MONUMENTED       NJGS
 KV6511  HISTORY     - 19920325 GOOD
 KV6511  HISTORY     - 20010718 GOOD             AASCO
 KV6511  HISTORY     - 20040406 GOOD             ECOAST
 KV6511  HISTORY     - 20060110 GOOD             INDIV
 KV6511
 KV6511                          STATION DESCRIPTION
 KV6511
 KV6511'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6511'THE STATION IS LOCATED IN CRANBURY TOWNSHIP, IN THE EAST END OF THE
 KV6511'TRAFFIC ISLAND AT THE NORTHEAST CORNER OF THE INTERSECTION OF SOUTH
 KV6511'RIVER ROAD, COUNTY ROAD 535, AND PROSPECT PLAINS CRANBURY ROAD,
 KV6511'COUNTY ROAD 614.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6511'U.S.HIGHWAY 130 AND DEY ROAD, GO EAST ON DEY ROAD TO THE TEE JUNCTION
 KV6511'WITH SOUTH RIVER ROAD, TURN LEFT AND GO TO THE JUNCTION WITH PROSPECT
 KV6511'PLAINS CRANBURY ROAD AND THE ISLAND AND THE STATION ON THE RIGHT.
 KV6511'THE STATION IS 5.1 M (16.7 FT) NORTHWEST OF THE SOUTHEAST ISLAND
 KV6511'NOSE, 1.8 M (5.9 FT) SOUTHWEST OF THE NORTHEAST CURB OF THE
 KV6511'NORTHBOUND LANE ONTO SOUTH RIVER ROAD, 2.8 M (9.2 FT) NORTHEAST OF
 KV6511'THE SOUTHWEST CURB OF THE ISLAND, 13.4 M (44.0 FT) SOUTHEAST OF THE
 KV6511'TRAFFIC SIGNAL, 3.8 M (12.5 FT) SOUTH OF THE SOUTHWEST CORNER OF AN
 KV6511'ELECTRICAL JUNCTION BOX, 10.7 M (35.1 FT) SOUTH OF THE SOUTHWEST
 KV6511'CORNER OF THE CONCRETE BASE OF AN ALUMINUM SIGNAL BOX AND FLUSH WITH
 KV6511'THE GROUND.
 KV6511'THE STATION IS IN THE EAST END OF THE TRAFFIC ISLAND AT THE NORTHEAST
 KV6511'CORNER OF THE INTERSECTION OF SOUTH RIVER ROAD, COUNTY ROAD 535, AND
 KV6511'PROSPECT PLAINS CRANBURY ROAD, COUNTY ROAD 614 IN CRANBURY TOWNSHIP.
 KV6511'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 130 AND DEY
 KV6511'ROAD AT CRANBURY, GO EAST ON DEY ROAD TO THE TEE INTERSECTION WITH
 KV6511'SOUTH RIVER ROAD, TURN LEFT AND GO TO THE TEE JUNCTION WITH PROSPECT
 KV6511'PLAINS CRANBURY ROAD AND THE ISLAND AND THE STATION ON THE RIGHT.
 KV6511'THE STATION IS 5.1 M (16.7 FT) NORTHWEST OF THE SOUTHEAST ISLAND
 KV6511'NOSE, 1.8 M (5.9 FT) SOUTHWEST OF THE NORTHEAST CURB OF THE
 KV6511'NORTHBOUND LANE ONTO SOUTH RIVER ROAD, 2.8 M (9.2 FT) NORTHEAST OF
 KV6511'THE SOUTHWEST CURB OF THE ISLAND, 13.4 M (44.0 FT) SOUTHEAST OF THE
 KV6511'TRAFFIC SIGNAL, 3.8 M (12.5 FT) SOUTH OF THE SOUTHWEST CORNER OF AN
 KV6511'ELECTRICAL JUNCTION BOX, 10.7 M (35.1 FT) SOUTH OF THE SOUTHWEST
 KV6511'CORNER OF THE CONCRETE BASE OF AN ALUMINUM SIGNAL BOX AND FLUSH WITH
 KV6511'THE GROUND.
 KV6511'THE STATION IS IN THE EAST END OF THE TRAFFIC ISLAND AT THE NORTHEAST
 KV6511'CORNER OF THE INTERSECTION OF SOUTH RIVER ROAD, COUNTY ROAD 535, AND
 KV6511'PROSPECT PLAINS CRANBURY ROAD, COUNTY ROAD 614 IN CRANBURY TOWNSHIP.
 KV6511'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 130 AND DEY
 KV6511'ROAD AT CRANBURY, GO EAST ON DEY ROAD TO THE TEE INTERSECTION WITH
 KV6511'SOUTH RIVER ROAD, TURN LEFT AND GO TO THE TEE JUNCTION WITH PROSPECT
 KV6511'PLAINS CRANBURY ROAD AND THE ISLAND AND THE STATION ON THE RIGHT.
 KV6511'THE STATION IS 5.1 M (16.7 FT) NORTHWEST OF THE SOUTHEAST ISLAND
 KV6511'NOSE, 1.8 M (5.9 FT) SOUTHWEST OF THE NORTHEAST CURB OF THE
 KV6511'NORTHBOUND LANE ONTO SOUTH RIVER ROAD, 2.8 M (9.2 FT) NORTHEAST OF
 KV6511'THE SOUTHWEST CURB OF THE ISLAND, 13.4 M (44.0 FT) SOUTHEAST OF THE
 KV6511'TRAFFIC SIGNAL, 3.8 M (12.5 FT) SOUTH OF THE SOUTHWEST CORNER OF AN
 KV6511'ELECTRICAL JUNCTION BOX, 10.7 M (35.1 FT) SOUTH OF THE SOUTHWEST
 KV6511'CORNER OF THE CONCRETE BASE OF AN ALUMINUM SIGNAL BOX AND FLUSH WITH
 KV6511'THE GROUND.
 KV6511
 KV6511                          STATION RECOVERY (1992)
 KV6511
 KV6511'RECOVERED 1992
 KV6511'RECOVERED IN GOOD CONDITION.
 KV6511
 KV6511                          STATION RECOVERY (2001)
 KV6511
 KV6511'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2001 (JAL)
 KV6511'RECOVERED IN GOOD CONDITION.
 KV6511
 KV6511                          STATION RECOVERY (2004)
 KV6511
 KV6511'RECOVERY NOTE BY EAST COAST ENGINEERING 2004 (JFP)
 KV6511'RECOVERED IN GOOD CONDITION.
 KV6511
 KV6511                          STATION RECOVERY (2006)
 KV6511
 KV6511'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (GG)
 KV6511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6726 ***********************************************************************
 KV6726  DESIGNATION -  12 G 2
 KV6726  PID         -  KV6726
 KV6726  STATE/COUNTY-  NJ/MIDDLESEX
 KV6726  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6726
 KV6726                         *CURRENT SURVEY CONTROL
 KV6726  ___________________________________________________________________
 KV6726* NAD 83(1996)-  40 25 31.56200(N)    074 23 10.98078(W)     ADJUSTED  
 KV6726* NAVD 88     -        44.4    (meters)     146.     (feet)  GPS OBS   
 KV6726  ___________________________________________________________________
 KV6726  X           -   1,308,659.554 (meters)                     COMP
 KV6726  Y           -  -4,682,794.959 (meters)                     COMP
 KV6726  Z           -   4,114,067.805 (meters)                     COMP
 KV6726  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 KV6726  ELLIP HEIGHT-          11.78  (meters)          (10/23/02) GPS OBS
 KV6726  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KV6726
 KV6726  HORZ ORDER  -  FIRST
 KV6726  ELLP ORDER  -  FOURTH    CLASS I
 KV6726
 KV6726.The horizontal coordinates were established by GPS observations
 KV6726.and adjusted by the National Geodetic Survey in May 1999..
 KV6726
 KV6726.The orthometric height was determined by GPS observations and a
 KV6726.high-resolution geoid model.
 KV6726
 KV6726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6726
 KV6726.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6726
 KV6726.The ellipsoidal height was determined by GPS observations
 KV6726.and is referenced to NAD 83.
 KV6726
 KV6726.The geoid height was determined by GEOID03.
 KV6726
 KV6726;                    North         East     Units Scale Factor Converg.
 KV6726;SPC NJ       -   176,755.519   159,640.705   MT  0.99990114   +0 04 25.2
 KV6726;SPC NJ       -   579,905.40    523,754.55   sFT  0.99990114   +0 04 25.2
 KV6726;UTM  18      - 4,475,158.706   552,051.773   MT  0.99963335   +0 23 52.5
 KV6726
 KV6726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6726!SPC NJ       -   0.99999815  x   0.99990114  =   0.99989929
 KV6726!UTM  18      -   0.99999815  x   0.99963335  =   0.99963150
 KV6726
 KV6726:                Primary Azimuth Mark                     Grid Az
 KV6726:SPC NJ       -  12 H 2                                   191 06 19.1
 KV6726:UTM  18      -  12 H 2                                   190 46 51.8
 KV6726
 KV6726|---------------------------------------------------------------------|
 KV6726| PID    Reference Object                     Distance      Geod. Az  |
 KV6726|                                                           dddmmss.s |
 KV6726| KV6727 12 H 2                              APPROX. 0.6 KM 1911044.3 |
 KV6726|---------------------------------------------------------------------|
 KV6726
 KV6726                          SUPERSEDED SURVEY CONTROL
 KV6726
 KV6726  ELLIP H (05/14/99)   11.79   (m)                       GP(       ) 4 1
 KV6726  NAD 83(1996)-  40 25 31.56183(N)    074 23 10.98252(W) AD(       ) 1
 KV6726  NAD 83(1986)-  40 25 31.56181(N)    074 23 10.98318(W) AD(       ) 1
 KV6726
 KV6726.Superseded values are not recommended for survey control.
 KV6726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6726.See file dsdata.txt to determine how the superseded data were derived.
 KV6726
 KV6726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5205275159(NAD 83)
 KV6726_MARKER: DD = SURVEY DISK
 KV6726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6726_SP_SET: CONCRETE POST
 KV6726_STAMPING: 12 G 2 1991
 KV6726_MARK LOGO: NJGS  
 KV6726_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6726+STABILITY: SURFACE MOTION
 KV6726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6726+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1992
 KV6726
 KV6726  HISTORY     - Date     Condition        Report By
 KV6726  HISTORY     - 1991     MONUMENTED       NJGS
 KV6726  HISTORY     - 19920203 GOOD
 KV6726
 KV6726                          STATION DESCRIPTION
 KV6726
 KV6726'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6726'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON THE LANDS OF THE
 KV6726'BRUNSWICK SQUARE MALL.  THE MALL IS LOCATED AT THE INTERSECTION OF
 KV6726'STATE ROUTE 18 AND COUNTY ROAD 3 R 10,  ALSO KNOWN AS RUES LANE.  THE
 KV6726'STATION IS LOCATED IN THE NORTHWEST CORNER PARKING LOT OF THE MALL
 KV6726'COMPLEX IN A GRASSED ISLAND.  A WATER TOWER IS VISIBLE IN A WESTERLY
 KV6726'DIRECTION FROM THE ISLAND.  THE STATION IS LOCATED 14.0 FT (4.3 M)
 KV6726'NORTHEAST FROM A LIGHT POLE IN THE PARKING LOT WHICH IS MARKED P2,
 KV6726'61.5 FT (18.7 M) SOUTHWEST FROM A FLAT GRATE INLET AND 89.3 FT
 KV6726'(27.2 M) SOUTHEAST FROM A NEW JERSEY NATURAL GAS MARKER.  THE GAS
 KV6726'MARKER IS YELLOW.  THE STATION IS FLUSH WITH THE GROUND.
 KV6726
 KV6726                          STATION RECOVERY (1992)
 KV6726
 KV6726'RECOVERED 1992
 KV6726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6941 ***********************************************************************
 KV6941  DESIGNATION -  12 G 3
 KV6941  PID         -  KV6941
 KV6941  STATE/COUNTY-  NJ/MIDDLESEX
 KV6941  USGS QUAD   -  JAMESBURG (1981)
 KV6941
 KV6941                         *CURRENT SURVEY CONTROL
 KV6941  ___________________________________________________________________
 KV6941* NAD 83(1996)-  40 17 25.36809(N)    074 26 20.35898(W)     ADJUSTED  
 KV6941* NAVD 88     -        36.4    (meters)     119.     (feet)  GPS OBS   
 KV6941  ___________________________________________________________________
 KV6941  X           -   1,306,963.135 (meters)                     COMP
 KV6941  Y           -  -4,693,343.942 (meters)                     COMP
 KV6941  Z           -   4,102,635.059 (meters)                     COMP
 KV6941  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 KV6941  ELLIP HEIGHT-           3.87  (meters)          (10/23/02) GPS OBS
 KV6941  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KV6941
 KV6941  HORZ ORDER  -  FIRST
 KV6941  ELLP ORDER  -  FOURTH    CLASS I
 KV6941
 KV6941.The horizontal coordinates were established by GPS observations
 KV6941.and adjusted by the National Geodetic Survey in May 1999..
 KV6941
 KV6941.The orthometric height was determined by GPS observations and a
 KV6941.high-resolution geoid model.
 KV6941
 KV6941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6941
 KV6941.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6941
 KV6941.The ellipsoidal height was determined by GPS observations
 KV6941.and is referenced to NAD 83.
 KV6941
 KV6941.The geoid height was determined by GEOID03.
 KV6941
 KV6941;                    North         East     Units Scale Factor Converg.
 KV6941;SPC NJ       -   161,756.020   155,187.344   MT  0.99990033   +0 02 22.0
 KV6941;SPC NJ       -   530,694.54    509,143.81   sFT  0.99990033   +0 02 22.0
 KV6941;UTM  18      - 4,460,138.338   547,684.427   MT  0.99962799   +0 21 46.0
 KV6941
 KV6941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6941!SPC NJ       -   0.99999939  x   0.99990033  =   0.99989972
 KV6941!UTM  18      -   0.99999939  x   0.99962799  =   0.99962738
 KV6941
 KV6941                          SUPERSEDED SURVEY CONTROL
 KV6941
 KV6941  NAD 83(1986)-  40 17 25.36813(N)    074 26 20.36111(W) AD(       ) 1
 KV6941
 KV6941.Superseded values are not recommended for survey control.
 KV6941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6941.See file dsdata.txt to determine how the superseded data were derived.
 KV6941
 KV6941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4768460138(NAD 83)
 KV6941_MARKER: DD = SURVEY DISK
 KV6941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6941_SP_SET: CONCRETE POST
 KV6941_STAMPING: 12 G 3 1991
 KV6941_MARK LOGO: NJGS  
 KV6941_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6941+STABILITY: SURFACE MOTION
 KV6941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6941+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2001
 KV6941
 KV6941  HISTORY     - Date     Condition        Report By
 KV6941  HISTORY     - 1991     MONUMENTED       NJGS
 KV6941  HISTORY     - 19920123 GOOD
 KV6941  HISTORY     - 20011101 GOOD             GRAGEL
 KV6941  HISTORY     - 20040310 GOOD             GEOCAC
 KV6941
 KV6941                          STATION DESCRIPTION
 KV6941
 KV6941'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6941'THE STATION IS LOCATED IN MONROE TOWNSHIP.  TO REACH THE STATION FROM
 KV6941'THE INTERSECTION OF THE BRIDGE CARRYING THE NEW JERSEY TURNPIKE OVER
 KV6941'STATE HIGHWAY 33, GO 4.0 MI (6.4 KM) EAST ON STATE HIGHWAY 33 TO THE
 KV6941'JUNCTION WITH PRODELIN WAY ON THE RIGHT.  FOLLOW JUGHANDLE AND GO
 KV6941'NORTH ON PERRINVILLE ROAD FOR 2.1 MI (3.4 KM) TO THE CROSSROADS
 KV6941'INTERSECTION WITH FEDERAL ROAD AND THE STATION AHEAD ON THE RIGHT.
 KV6941'THE STATION IS 9.5 M (31.2 FT) EAST FROM THE CENTERLINE OF
 KV6941'PERRINEVILLE ROAD, 16.4 M (53.8 FT) NORTH FROM THE CENTERLINE OF
 KV6941'FEDERAL ROAD, 11.3 M (37.1 FT) NORTH NORTHWEST FROM A STOP SIGN, 33.4
 KV6941'M (109.6 FT) NORTHWEST FROM POLE JC1906 MT LOCATED ON THE SOUTHEAST
 KV6941'SIDE OF FEDERAL ROAD AND EAST OF THE STATION AND 25.4 M (83.3 FT)
 KV6941'NORTHWEST FROM THE CENTER OF AN INLET ON THE SOUTHEAST SIDE OF FEDERAL
 KV6941'ROAD.  THE STATION IS SET FLUSH WITH THE GROUND.
 KV6941
 KV6941                          STATION RECOVERY (1992)
 KV6941
 KV6941'RECOVERED 1992
 KV6941'RECOVERED IN GOOD CONDITION.
 KV6941
 KV6941                          STATION RECOVERY (2001)
 KV6941
 KV6941'RECOVERY NOTE BY GRAVATT GELLER AND ASSOCIATES 2001 (RWS)
 KV6941'RECOVERED IN GOOD CONDITION.
 KV6941
 KV6941                          STATION RECOVERY (2004)
 KV6941
 KV6941'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 KV6941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6512 ***********************************************************************
 KV6512  DESIGNATION -  12 H 1
 KV6512  PID         -  KV6512
 KV6512  STATE/COUNTY-  NJ/MIDDLESEX
 KV6512  USGS QUAD   -  JAMESBURG (1981)
 KV6512
 KV6512                         *CURRENT SURVEY CONTROL
 KV6512  ___________________________________________________________________
 KV6512* NAD 83(1996)-  40 20 47.80193(N)    074 28 54.44996(W)     ADJUSTED  
 KV6512* NAVD 88     -        41.000  (meters)     134.51   (feet)  ADJUSTED  
 KV6512  ___________________________________________________________________
 KV6512  X           -   1,302,376.569 (meters)                     COMP
 KV6512  Y           -  -4,690,429.382 (meters)                     COMP
 KV6512  Z           -   4,107,398.676 (meters)                     COMP
 KV6512  LAPLACE CORR-           5.50  (seconds)                    DEFLEC99
 KV6512  ELLIP HEIGHT-           8.22  (meters)          (10/23/02) GPS OBS
 KV6512  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV6512  DYNAMIC HT  -          40.983 (meters)     134.46  (feet)  COMP
 KV6512  MODELED GRAV-     980,193.5   (mgal)                       NAVD 88
 KV6512
 KV6512  HORZ ORDER  -  FIRST
 KV6512  VERT ORDER  -  FIRST     CLASS II
 KV6512  ELLP ORDER  -  FOURTH    CLASS I
 KV6512
 KV6512.The horizontal coordinates were established by GPS observations
 KV6512.and adjusted by the National Geodetic Survey in May 1999..
 KV6512
 KV6512.The orthometric height was determined by differential leveling
 KV6512.and adjusted by the National Geodetic Survey in April 1995..
 KV6512
 KV6512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6512
 KV6512.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6512
 KV6512.The ellipsoidal height was determined by GPS observations
 KV6512.and is referenced to NAD 83.
 KV6512
 KV6512.The geoid height was determined by GEOID03.
 KV6512
 KV6512.The dynamic height is computed by dividing the NAVD 88
 KV6512.geopotential number by the normal gravity value computed on the
 KV6512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6512.degrees latitude (g = 980.6199 gals.).
 KV6512
 KV6512.The modeled gravity was interpolated from observed gravity values.
 KV6512
 KV6512;                    North         East     Units Scale Factor Converg.
 KV6512;SPC NJ       -   167,997.771   151,546.836   MT  0.99990003   +0 00 42.4
 KV6512;SPC NJ       -   551,172.69    497,199.91   sFT  0.99990003   +0 00 42.4
 KV6512;UTM  18      - 4,466,357.727   544,009.741   MT  0.99962384   +0 20 07.8
 KV6512
 KV6512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6512!SPC NJ       -   0.99999871  x   0.99990003  =   0.99989874
 KV6512!UTM  18      -   0.99999871  x   0.99962384  =   0.99962255
 KV6512
 KV6512                          SUPERSEDED SURVEY CONTROL
 KV6512
 KV6512  NAD 83(1986)-  40 20 47.80163(N)    074 28 54.45235(W) AD(       ) 1
 KV6512  NAVD 88 (01/21/93)   41.00   (m)          134.5    (f) LEVELING    3  
 KV6512  NGVD 29 (01/10/92)   41.329  (m)          135.59   (f) ADJUSTED    1 2
 KV6512
 KV6512.Superseded values are not recommended for survey control.
 KV6512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6512.See file dsdata.txt to determine how the superseded data were derived.
 KV6512
 KV6512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4401066358(NAD 83)
 KV6512_MARKER: DD = SURVEY DISK
 KV6512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6512_SP_SET: CONCRETE POST
 KV6512_STAMPING: 12 H 1 1991
 KV6512_MARK LOGO: NJGS  
 KV6512_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6512+STABILITY: SURFACE MOTION
 KV6512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6512+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2004
 KV6512
 KV6512  HISTORY     - Date     Condition        Report By
 KV6512  HISTORY     - 1991     MONUMENTED       NJGS
 KV6512  HISTORY     - 19920204 GOOD
 KV6512  HISTORY     - 19920325 GOOD
 KV6512  HISTORY     - 20030110 GOOD             NJGS
 KV6512  HISTORY     - 20040406 GOOD             ECOAST
 KV6512  HISTORY     - 20060110 MARK NOT FOUND   INDIV
 KV6512
 KV6512                          STATION DESCRIPTION
 KV6512
 KV6512'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6512'THE STATION IS LOCATED IN SOUTH BRUNSWICK TOWNSHIP NEAR THE NORTHEAST
 KV6512'CORNER OF THE JUNCTION OF STATE ROUTE 32, FORSGATE DRIVE, AND
 KV6512'CRANBURY SOUTH RIVER ROAD, COUNTY ROAD 535, JUST WEST OF THE NEW
 KV6512'JERSEY TURNPIKE EXIT 8A OFF RAMP ONTO FORSGATE DRIVE.  THE STATION IS
 KV6512'7.5 M (24.6 FT) EAST SOUTHEAST OF THE SOUTHEAST EDGE OF PAVEMENT OF
 KV6512'SOUTH RIVER ROAD, 13.5 M (44.3 FT) EAST SOUTHEAST OF THE SOUTH RIVER
 KV6512'ROAD CENTERLINE, 53.6 M (175.9 FT) NORTHWEST OF THE NORTHWEST CORNER
 KV6512'OF A SIGN FOR FORSGATE CORPORATE CENTER, 29.5 M (96.8 FT) NORTHEAST
 KV6512'OF THE NORTH END OF A CYCLONE TYPE FENCE, 37.9 M (124.3 FT) SOUTH
 KV6512'SOUTHEAST OF A SPEED LIMIT 50 MPH SIGN AND FLUSH WITH THE GROUND.
 KV6512'THE STATION IS LOCATED IN SOUTH BRUNSWICK TOWNSHIP, NEAR THE NORTHEAST
 KV6512'CORNER OF THE JUNCTION OF STATE ROUTE 32, FORSGATE DRIVE AND THE
 KV6512'CRANBURY SOUTH RIVER ROAD, COUNTY ROAD 525.  THE STATION IS JUST WEST
 KV6512'OF THE ENTRANCE RAMP ONTO FORSGATE DRIVE FROM EXIT 8A OF THE NEW
 KV6512'JERSEY TURNPIKE, 7.5 M (24.6 FT) EAST SOUTHEAST OF THE EDGE OF
 KV6512'PAVEMENT OF SOUTH RIVER ROAD, 13.5 M (44.3 FT) EAST SOUTHEAST OF THE
 KV6512'SOUTH RIVER ROAD CENTERLINE, 53.6 M (175.9 FT) NORTHWEST OF THE
 KV6512'NORTHWEST CORNER OF A SIGN FOR THE FORSGATE CORPORATE CENTER, 29.5 M
 KV6512'(96.8 FT) NORTHEAST OF THE NORTH END POST FOR A CHAIN LINK FENCE,
 KV6512'37.9 M (124.3 FT) SOUTH SOUTHEAST OF A 50 MPH SPEED LIMIT SIGN, AND
 KV6512'FLUSH WITH THE GROUND.
 KV6512'THW STATION IS LOCATED IN SOUTH BRUNSWICK TOWNSHIP, NEAR THE NORTHEAST
 KV6512'CORNER OF THE JUNCTION OF STATE ROUTE 32, FORSGATE DRIVE AND THE
 KV6512'CRANBURY SOUTH RIVER ROAD, COUNTY ROAD 525.  THE STATION IS JUST WEST
 KV6512'OF THE ENTRANCE RAMP ONTO FORSGATE DRIVE FROM EXIT 8A OF THE NEW
 KV6512'JERSEY TURNPIKE, 7.5 M (24.6 FT) EAST SOUTHEAST OF THE EDGE OF
 KV6512'PAVEMENT OF SOUTH RIVER ROAD, 13.5 M (44.3 FT) EAST SOUTHEAST OF THE
 KV6512'SOUTH RIVER ROAD CENTERLINE, 53.6 M (175.9 FT) NORTHWEST OF THE
 KV6512'NORTHWEST CORNER OF A SIGN FOR THE FORSGATE CORPORATE CENTER, 29.5 M
 KV6512'(96.8 FT) NORTHEAST OF THE NORTH END POST FOR A CHAIN LINK FENCE,
 KV6512'37.9 M (124.3 FT) SOUTH SOUTHEAST OF A 50 MPH SPEED LIMIT SIGN, AND
 KV6512'FLUSH WITH THE GROUND.
 KV6512'THE STATION IS LOCATED IN SOUTH BRUNSWICK TOWNSHIP, NEAR THE NORTHEAST
 KV6512'CORNER OF THE JUNCTION OF STATE ROUTE 32, FORSGATE DRIVE AND THE
 KV6512'CRANBURY SOUTH RIVER ROAD, COUNTY ROAD 525.  THE STATION IS JUST WEST
 KV6512'OF THE ENTRANCE RAMP ONTO FORSGATE DRIVE FROM EXIT 8A OF THE NEW
 KV6512'JERSEY TURNPIKE, 7.5 M (24.6 FT) EAST SOUTHEAST OF THE EDGE OF
 KV6512'PAVEMENT OF SOUTH RIVER ROAD, 13.5 M (44.3 FT) EAST SOUTHEAST OF THE
 KV6512'SOUTH RIVER ROAD CENTERLINE, 53.6 M (175.9 FT) NORTHWEST OF THE
 KV6512'NORTHWEST CORNER OF A SIGN FOR THE FORSGATE CORPORATE CENTER, 29.5 M
 KV6512'(96.8 FT) NORTHEAST OF THE NORTH END POST FOR A CHAIN LINK FENCE,
 KV6512'37.9 M (124.3 FT) SOUTH SOUTHEAST OF A 50 MPH SPEED LIMIT SIGN, AND
 KV6512'FLUSH WITH THE GROUND.
 KV6512
 KV6512                          STATION RECOVERY (1992)
 KV6512
 KV6512'RECOVERED 1992
 KV6512'RECOVERED IN GOOD CONDITION.
 KV6512
 KV6512                          STATION RECOVERY (1992)
 KV6512
 KV6512'RECOVERED 1992
 KV6512'RECOVERED IN GOOD CONDITION.
 KV6512
 KV6512                          STATION RECOVERY (2003)
 KV6512
 KV6512'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (SJM)
 KV6512'RECOVERED IN GOOD CONDITION.
 KV6512
 KV6512                          STATION RECOVERY (2004)
 KV6512
 KV6512'RECOVERY NOTE BY EAST COAST ENGINEERING 2004 (JFP)
 KV6512'RECOVERED IN GOOD CONDITION.
 KV6512
 KV6512                          STATION RECOVERY (2006)
 KV6512
 KV6512'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CLI)
 KV6512'MOJOR MODIFICATIONS HAVE BEEN MADE TO THIS INTERSECTION SINCE MARK WAS
 KV6512'LAST RECOVERED IN 2004. WE FOUND AN EXCAVATED MONUMENT IN THE AREA
 KV6512'LISTED IN THE STATION DESCRIPTION. THERE WAS AN IMPRINT OF WHERE THE
 KV6512'SURVEY MARKER HAD BEEN ATOP THE MONUMENT, BUT THE MARKER ITSELF HAD
 KV6512'BEEN REMOVED. IT APPEARS THAT THIS STATION HAS BEEN COMPLETELY
 KV6512'DESTROYED DURING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6727 ***********************************************************************
 KV6727  DESIGNATION -  12 H 2
 KV6727  PID         -  KV6727
 KV6727  STATE/COUNTY-  NJ/MIDDLESEX
 KV6727  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6727
 KV6727                         *CURRENT SURVEY CONTROL
 KV6727  ___________________________________________________________________
 KV6727* NAD 83(1996)-  40 25 12.65536(N)    074 23 15.86954(W)     ADJUSTED  
 KV6727* NAVD 88     -        46.8    (meters)     154.     (feet)  GPS OBS   
 KV6727  ___________________________________________________________________
 KV6727  X           -   1,308,650.818 (meters)                     COMP
 KV6727  Y           -  -4,683,191.901 (meters)                     COMP
 KV6727  Z           -   4,113,625.371 (meters)                     COMP
 KV6727  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 KV6727  ELLIP HEIGHT-          14.14  (meters)          (10/23/02) GPS OBS
 KV6727  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KV6727
 KV6727  HORZ ORDER  -  FIRST
 KV6727  ELLP ORDER  -  FOURTH    CLASS I
 KV6727
 KV6727.The horizontal coordinates were established by GPS observations
 KV6727.and adjusted by the National Geodetic Survey in May 1999..
 KV6727
 KV6727.The orthometric height was determined by GPS observations and a
 KV6727.high-resolution geoid model.
 KV6727
 KV6727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6727
 KV6727.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6727
 KV6727.The ellipsoidal height was determined by GPS observations
 KV6727.and is referenced to NAD 83.
 KV6727
 KV6727.The geoid height was determined by GEOID03.
 KV6727
 KV6727;                    North         East     Units Scale Factor Converg.
 KV6727;SPC NJ       -   176,172.250   159,526.216   MT  0.99990112   +0 04 22.0
 KV6727;SPC NJ       -   577,991.79    523,378.93   sFT  0.99990112   +0 04 22.0
 KV6727;UTM  18      - 4,474,574.955   551,940.616   MT  0.99963321   +0 23 49.2
 KV6727
 KV6727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6727!SPC NJ       -   0.99999778  x   0.99990112  =   0.99989890
 KV6727!UTM  18      -   0.99999778  x   0.99963321  =   0.99963099
 KV6727
 KV6727:                Primary Azimuth Mark                     Grid Az
 KV6727:SPC NJ       -  12 G 2                                   011 06 19.1
 KV6727:UTM  18      -  12 G 2                                   010 46 51.9
 KV6727
 KV6727|---------------------------------------------------------------------|
 KV6727| PID    Reference Object                     Distance      Geod. Az  |
 KV6727|                                                           dddmmss.s |
 KV6727| KV6726 12 G 2                              APPROX. 0.6 KM 0111041.1 |
 KV6727|---------------------------------------------------------------------|
 KV6727
 KV6727                          SUPERSEDED SURVEY CONTROL
 KV6727
 KV6727  NAD 83(1996)-  40 25 12.65515(N)    074 23 15.87153(W) AD(       ) 1
 KV6727  NAD 83(1986)-  40 25 12.65514(N)    074 23 15.87189(W) AD(       ) 1
 KV6727
 KV6727.Superseded values are not recommended for survey control.
 KV6727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6727.See file dsdata.txt to determine how the superseded data were derived.
 KV6727
 KV6727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5194174575(NAD 83)
 KV6727_MARKER: DD = SURVEY DISK
 KV6727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6727_SP_SET: CONCRETE POST
 KV6727_STAMPING: 12 H 2 1991
 KV6727_MARK LOGO: NJGS  
 KV6727_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6727+STABILITY: SURFACE MOTION
 KV6727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6727+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1992
 KV6727
 KV6727  HISTORY     - Date     Condition        Report By
 KV6727  HISTORY     - 1991     MONUMENTED       NJGS
 KV6727  HISTORY     - 19920203 GOOD
 KV6727
 KV6727                          STATION DESCRIPTION
 KV6727
 KV6727'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6727'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON PROPERTY OF THE
 KV6727'MIDDLESEX COUNTY VOCATIONAL AND TECHNICAL HIGH SCHOOL.  THE HIGH
 KV6727'SCHOOL IS LOCATED AT THE INTERSECTION OF COUNTY ROAD 613,  ALSO KNOWN
 KV6727'AS SUMMERHILL ROAD AND COUNTY ROAD 3 R 10,  ALSO KNOWN AS RUES LANE.
 KV6727'TO REACH THE STATION GO 0.1 MI (0.2 KM) EAST FROM THE INTERSECTION
 KV6727'OF COUNTY ROAD 613 AND RUES LANE.  THE STATION IS ON THE LEFT IN THE
 KV6727'LAWN NEAR THE EXIT ROAD FROM THE HIGH SCHOOL,  54.7 FT (16.7 M)
 KV6727'NORTHWEST OF THE CONCRETE CURB OF THE EXIT ROAD,  116.2 FT (35.4 M)
 KV6727'NORTHEAST OF A POLE WITH NO NUMBER AND A FIRE SIREN ON TOP,  38.7 FT
 KV6727'(11.8 M) NORTHWEST FROM THE BASE OF A LIGHTPOLE WITH THE NUMBER 2247
 KV6727'STAMPED IN IT.  THE LIGHTPOLE IS THE SECOND ONE IN FROM RUES LANE.
 KV6727'THE STATION IS 0.1 FT (0.0 M) BELOW THE GROUND.
 KV6727
 KV6727                          STATION RECOVERY (1992)
 KV6727
 KV6727'RECOVERED 1992
 KV6727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6513 ***********************************************************************
 KV6513  DESIGNATION -  12 J 1
 KV6513  PID         -  KV6513
 KV6513  STATE/COUNTY-  NJ/MIDDLESEX
 KV6513  USGS QUAD   -  JAMESBURG (1981)
 KV6513
 KV6513                         *CURRENT SURVEY CONTROL
 KV6513  ___________________________________________________________________
 KV6513* NAD 83(1986)-  40 20 29.     (N)    074 27 29.     (W)     SCALED    
 KV6513* NAVD 88     -        35.677  (meters)     117.05   (feet)  ADJUSTED  
 KV6513  ___________________________________________________________________
 KV6513  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KV6513  DYNAMIC HT  -          35.662 (meters)     117.00  (feet)  COMP
 KV6513  MODELED GRAV-     980,197.4   (mgal)                       NAVD 88
 KV6513
 KV6513  VERT ORDER  -  FIRST     CLASS II
 KV6513
 KV6513.The horizontal coordinates were scaled from a topographic map and have
 KV6513.an estimated accuracy of +/- 6 seconds.
 KV6513
 KV6513.The orthometric height was determined by differential leveling
 KV6513.and adjusted by the National Geodetic Survey in April 1995..
 KV6513
 KV6513.The geoid height was determined by GEOID03.
 KV6513
 KV6513.The dynamic height is computed by dividing the NAVD 88
 KV6513.geopotential number by the normal gravity value computed on the
 KV6513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6513.degrees latitude (g = 980.6199 gals.).
 KV6513
 KV6513.The modeled gravity was interpolated from observed gravity values.
 KV6513
 KV6513;                    North         East    Units  Estimated Accuracy
 KV6513;SPC NJ       -   167,420.      153,560.      MT  (+/- 180 meters Scaled)
 KV6513
 KV6513                          SUPERSEDED SURVEY CONTROL
 KV6513
 KV6513  NGVD 29 (01/10/92)   36.007  (m)          118.13   (f) ADJUSTED    1 2
 KV6513
 KV6513.Superseded values are not recommended for survey control.
 KV6513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6513.See file dsdata.txt to determine how the superseded data were derived.
 KV6513
 KV6513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK460657(NAD 83)
 KV6513_MARKER: DD = SURVEY DISK
 KV6513_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KV6513_SP_SET: CONCRETE FOOTING
 KV6513_STAMPING: 12 J 1 1991
 KV6513_MARK LOGO: NJGS  
 KV6513_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV6513+STABILITY: POSITION/ELEVATION WELL
 KV6513_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6513+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KV6513
 KV6513  HISTORY     - Date     Condition        Report By
 KV6513  HISTORY     - 1991     MONUMENTED       NJGS
 KV6513
 KV6513                          STATION DESCRIPTION
 KV6513
 KV6513'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6513'THE STATION IS LOCATED IN MONROE TOWNSHIP, ON THE SOUTH SIDE OF
 KV6513'FORSGATE DRIVE JUST EAST OF THE CONRAIL RAILROAD LINE THAT RUNS ALONG
 KV6513'THE SOUTHEAST SIDE OF THE FORSGATE COUNTRY CLUB GOLF COURSE.  THE
 KV6513'STATION IS SET IN THE NORTHEAST CORNER OF THE CONCRETE FOOTING OF A
 KV6513'GREEN, STEEL CATENARY TOWER, NUMBER 62-1 5021 SECTION 3, CARRYING
 KV6513'HIGH VOLTAGE ELECTRICAL TRANSMISSION LINES PARALLELING AND EAST OF
 KV6513'THE RAILROAD.  TO REACH THE STATION FROM EXIT 8A OF THE NEW JERSEY
 KV6513'TURNPIKE, GO EAST ON FORSGATE DRIVE, STATE ROUTE 32, TO THE RAILROAD
 KV6513'CROSSING AND THE STATION ON THE RIGHT.  THE STATION IS 32.7 M (107.3
 KV6513'FT) SOUTH OF THE FORSGATE DRIVE CENTERLINE, 0.3 M (1.0 FT) WEST OF
 KV6513'THE EAST EDGE OF THE FOOTING, 0.35 M (1.15 FT) SOUTH OF THE NORTH
 KV6513'EDGE OF THE FOOTING, ABOUT 1.15 M (3.77 FT) LOWER THAN THE TOP OF THE
 KV6513'ROUND BASE OF THE TOWER AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6728 ***********************************************************************
 KV6728  DESIGNATION -  12 J 1
 KV6728  PID         -  KV6728
 KV6728  STATE/COUNTY-  NJ/MIDDLESEX
 KV6728  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6728
 KV6728                         *CURRENT SURVEY CONTROL
 KV6728  ___________________________________________________________________
 KV6728* NAD 83(1996)-  40 28 13.40420(N)    074 23 44.02523(W)     ADJUSTED  
 KV6728* NAVD 88     -         7.3    (meters)      24.     (feet)  GPS OBS   
 KV6728  ___________________________________________________________________
 KV6728  X           -   1,307,030.538 (meters)                     COMP
 KV6728  Y           -  -4,679,857.994 (meters)                     COMP
 KV6728  Z           -   4,117,842.600 (meters)                     COMP
 KV6728  LAPLACE CORR-           5.42  (seconds)                    DEFLEC99
 KV6728  ELLIP HEIGHT-         -25.45  (meters)          (10/23/02) GPS OBS
 KV6728  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KV6728
 KV6728  HORZ ORDER  -  FIRST
 KV6728  ELLP ORDER  -  FOURTH    CLASS I
 KV6728
 KV6728.The horizontal coordinates were established by GPS observations
 KV6728.and adjusted by the National Geodetic Survey in May 1999..
 KV6728
 KV6728.The orthometric height was determined by GPS observations and a
 KV6728.high-resolution geoid model.
 KV6728
 KV6728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6728
 KV6728.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6728
 KV6728.The ellipsoidal height was determined by GPS observations
 KV6728.and is referenced to NAD 83.
 KV6728
 KV6728.The geoid height was determined by GEOID03.
 KV6728
 KV6728;                    North         East     Units Scale Factor Converg.
 KV6728;SPC NJ       -   181,746.139   158,855.934   MT  0.99990097   +0 04 04.0
 KV6728;SPC NJ       -   596,278.79    521,179.84   sFT  0.99990097   +0 04 04.0
 KV6728;UTM  18      - 4,480,143.465   551,238.978   MT  0.99963232   +0 23 32.4
 KV6728
 KV6728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6728!SPC NJ       -   1.00000399  x   0.99990097  =   0.99990496
 KV6728!UTM  18      -   1.00000399  x   0.99963232  =   0.99963631
 KV6728
 KV6728                          SUPERSEDED SURVEY CONTROL
 KV6728
 KV6728  ELLIP H (05/14/99)  -25.44   (m)                       GP(       ) 4 1
 KV6728  NAD 83(1996)-  40 28 13.40396(N)    074 23 44.02679(W) AD(       ) 1
 KV6728  NAD 83(1986)-  40 28 13.40360(N)    074 23 44.02740(W) AD(       ) 1
 KV6728
 KV6728.Superseded values are not recommended for survey control.
 KV6728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6728.See file dsdata.txt to determine how the superseded data were derived.
 KV6728
 KV6728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5123980143(NAD 83)
 KV6728_MARKER: DD = SURVEY DISK
 KV6728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6728_SP_SET: CONCRETE POST
 KV6728_STAMPING: 12 J 1 1991
 KV6728_MARK LOGO: NJGS  
 KV6728_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6728+STABILITY: SURFACE MOTION
 KV6728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6728+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1992
 KV6728
 KV6728  HISTORY     - Date     Condition        Report By
 KV6728  HISTORY     - 1991     MONUMENTED       NJGS
 KV6728  HISTORY     - 19920203 GOOD
 KV6728
 KV6728                          STATION DESCRIPTION
 KV6728
 KV6728'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6728'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON THE WEST SIDE OF
 KV6728'EDGEBORO ROAD.  TO REACH THE STATION GO 0.7 MI (1.1 KM) NORTHEAST
 KV6728'ALONG EDGEBORO ROAD FROM THE INTERSECTION OF COUNTY ROAD 527,  ALSO
 KV6728'KNOWN AS OLD BRIDGE NEW BRUNSWICK TURNPIKE,  AND EDGEBORO ROAD.  THE
 KV6728'STATION IS ON THE LEFT.  1.6 FT (0.5 M) NORTHWEST OF THE FACE OF THE
 KV6728'CONCRETE CURB, 73.4 FT (22.4 M) FROM THE SOUTHEAST CORNER OF BUILDING
 KV6728'NUMBER 42 EDGEBORO ROAD,  95.2 FT (29.0 M) SOUTHWEST OF THE CENTER OF
 KV6728'TWO CURB TYPE INLETS,  54.6 FT (16.6 M) NORTHWEST FROM POLE 64908,
 KV6728'56.5 FT (17.2 M) NORTHWEST FROM THE CENTER OF A MANHOLE MARKED SHD
 KV6728'LOCATED IN EDGEBORO ROAD,  58.7 FT (17.9 M) SOUTHEAST OF A LIGHTPOST
 KV6728'NEXT TO THE DRIVEWAY ENTRANCE TO BUILDING NUMBER 42 EDGEBORO ROAD.
 KV6728'THE STATION IS 0.2 FT (0.1 M) BELOW THE GROUND.
 KV6728
 KV6728                          STATION RECOVERY (1992)
 KV6728
 KV6728'RECOVERED 1992
 KV6728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6729 ***********************************************************************
 KV6729  DESIGNATION -  12 J 2
 KV6729  PID         -  KV6729
 KV6729  STATE/COUNTY-  NJ/MIDDLESEX
 KV6729  USGS QUAD   -  SOUTH AMBOY (1981)
 KV6729
 KV6729                         *CURRENT SURVEY CONTROL
 KV6729  ___________________________________________________________________
 KV6729* NAD 83(1996)-  40 25 14.57981(N)    074 22 11.69427(W)     ADJUSTED  
 KV6729* NAVD 88     -        43.4    (meters)     142.     (feet)  GPS OBS   
 KV6729  ___________________________________________________________________
 KV6729  X           -   1,310,096.780 (meters)                     COMP
 KV6729  Y           -  -4,682,744.984 (meters)                     COMP
 KV6729  Z           -   4,113,668.384 (meters)                     COMP
 KV6729  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 KV6729  ELLIP HEIGHT-          10.78  (meters)          (10/23/02) GPS OBS
 KV6729  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KV6729
 KV6729  HORZ ORDER  -  FIRST
 KV6729  ELLP ORDER  -  FOURTH    CLASS I
 KV6729
 KV6729.The horizontal coordinates were established by GPS observations
 KV6729.and adjusted by the National Geodetic Survey in May 1999..
 KV6729
 KV6729.The orthometric height was determined by GPS observations and a
 KV6729.high-resolution geoid model.
 KV6729
 KV6729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6729
 KV6729.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6729
 KV6729.The ellipsoidal height was determined by GPS observations
 KV6729.and is referenced to NAD 83.
 KV6729
 KV6729.The geoid height was determined by GEOID03.
 KV6729
 KV6729;                    North         East     Units Scale Factor Converg.
 KV6729;SPC NJ       -   176,233.679   161,038.877   MT  0.99990150   +0 05 03.6
 KV6729;SPC NJ       -   578,193.33    528,341.72   sFT  0.99990150   +0 05 03.6
 KV6729;UTM  18      - 4,474,644.923   553,452.501   MT  0.99963517   +0 24 30.8
 KV6729
 KV6729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6729!SPC NJ       -   0.99999831  x   0.99990150  =   0.99989981
 KV6729!UTM  18      -   0.99999831  x   0.99963517  =   0.99963348
 KV6729
 KV6729|---------------------------------------------------------------------|
 KV6729| PID    Reference Object                     Distance      Geod. Az  |
 KV6729|                                                           dddmmss.s |
 KV6729| KV6731 12 K 2                              384.055 METERS 06637     |
 KV6729|---------------------------------------------------------------------|
 KV6729
 KV6729                          SUPERSEDED SURVEY CONTROL
 KV6729
 KV6729  NAD 83(1996)-  40 25 14.57966(N)    074 22 11.69600(W) AD(       ) 1
 KV6729  NAD 83(1986)-  40 25 14.57967(N)    074 22 11.69666(W) AD(       ) 1
 KV6729
 KV6729.Superseded values are not recommended for survey control.
 KV6729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6729.See file dsdata.txt to determine how the superseded data were derived.
 KV6729
 KV6729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5345374645(NAD 83)
 KV6729_MARKER: DD = SURVEY DISK
 KV6729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6729_SP_SET: CONCRETE POST
 KV6729_STAMPING: 12 J 2 1991
 KV6729_MARK LOGO: NJGS  
 KV6729_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6729+STABILITY: SURFACE MOTION
 KV6729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6729+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1992
 KV6729
 KV6729  HISTORY     - Date     Condition        Report By
 KV6729  HISTORY     - 1991     MONUMENTED       NJGS
 KV6729  HISTORY     - 19920203 GOOD
 KV6729
 KV6729                          STATION DESCRIPTION
 KV6729
 KV6729'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6729'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON THE NORTH SIDE OF
 KV6729'SUNBURST DRIVE.  TO REACH THE STATION GO 0.3 MI (0.5 KM)
 KV6729'SOUTHWESTERLY ALONG SUNBURST DRIVE FROM THE INTERSECTION OF COUNTY
 KV6729'ROAD 3 R 8, ALSO KNOWN AS RIVER ROAD,  AND SUNBURST DRIVE.  THE
 KV6729'STATION IS LOCATED ON THE RIGHT.  5.3 FT (1.6 M) NORTHWEST OF THE
 KV6729'GRANITE BLOCK CURB,  56.7 FT (17.3 M) NORTHEAST OF POLE JC725,  52.1
 KV6729'FT (15.9 M) NORTHEAST OF A NEW JERSEY NATURAL GAS MARKER.  THE MARKER
 KV6729'IS YELLOW.  78.6 FT (24.0 M) SOUTHWEST OF A CURB TYPE INLET.  THE
 KV6729'STATION IS 0.1 FT (0.0 M) BELOW THE GROUND.
 KV6729
 KV6729                          STATION RECOVERY (1992)
 KV6729
 KV6729'RECOVERED 1992
 KV6729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6672 ***********************************************************************
 KV6672  DESIGNATION -  12 J 3
 KV6672  PID         -  KV6672
 KV6672  STATE/COUNTY-  NJ/MIDDLESEX
 KV6672  USGS QUAD   -  HIGHTSTOWN (1981)
 KV6672
 KV6672                         *CURRENT SURVEY CONTROL
 KV6672  ___________________________________________________________________
 KV6672* NAD 83(1996)-  40 19 13.50583(N)    074 31 59.13913(W)     ADJUSTED  
 KV6672* NAVD 88     -        32.409  (meters)     106.33   (feet)  ADJUSTED  
 KV6672  ___________________________________________________________________
 KV6672  X           -   1,298,676.516 (meters)                     COMP
 KV6672  Y           -  -4,693,401.621 (meters)                     COMP
 KV6672  Z           -   4,105,175.921 (meters)                     COMP
 KV6672  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 KV6672  ELLIP HEIGHT-          -0.44  (meters)          (10/23/02) GPS OBS
 KV6672  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV6672  DYNAMIC HT  -          32.395 (meters)     106.28  (feet)  COMP
 KV6672  MODELED GRAV-     980,190.0   (mgal)                       NAVD 88
 KV6672
 KV6672  HORZ ORDER  -  FIRST
 KV6672  VERT ORDER  -  FIRST     CLASS II
 KV6672  ELLP ORDER  -  FOURTH    CLASS I
 KV6672
 KV6672.The horizontal coordinates were established by GPS observations
 KV6672.and adjusted by the National Geodetic Survey in May 1999..
 KV6672
 KV6672.The orthometric height was determined by differential leveling
 KV6672.and adjusted by the National Geodetic Survey in April 1995..
 KV6672
 KV6672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6672
 KV6672.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6672
 KV6672.The ellipsoidal height was determined by GPS observations
 KV6672.and is referenced to NAD 83.
 KV6672
 KV6672.The geoid height was determined by GEOID03.
 KV6672
 KV6672.The dynamic height is computed by dividing the NAVD 88
 KV6672.geopotential number by the normal gravity value computed on the
 KV6672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6672.degrees latitude (g = 980.6199 gals.).
 KV6672
 KV6672.The modeled gravity was interpolated from observed gravity values.
 KV6672
 KV6672;                    North         East     Units Scale Factor Converg.
 KV6672;SPC NJ       -   165,089.890   147,187.493   MT  0.99990010   -0 01 17.1
 KV6672;SPC NJ       -   541,632.41    482,897.63   sFT  0.99990010   -0 01 17.1
 KV6672;UTM  18      - 4,463,426.086   539,668.102   MT  0.99961937   +0 18 07.6
 KV6672
 KV6672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6672!SPC NJ       -   1.00000007  x   0.99990010  =   0.99990017
 KV6672!UTM  18      -   1.00000007  x   0.99961937  =   0.99961944
 KV6672
 KV6672                          SUPERSEDED SURVEY CONTROL
 KV6672
 KV6672  NAD 83(1986)-  40 19 13.50571(N)    074 31 59.14139(W) AD(       ) 1
 KV6672  NGVD 29 (01/10/92)   32.739  (m)          107.41   (f) ADJUSTED    1 2
 KV6672
 KV6672.Superseded values are not recommended for survey control.
 KV6672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6672.See file dsdata.txt to determine how the superseded data were derived.
 KV6672
 KV6672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3966863426(NAD 83)
 KV6672_MARKER: DD = SURVEY DISK
 KV6672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6672_SP_SET: CONCRETE POST
 KV6672_STAMPING: 12 J 3 1991
 KV6672_MARK LOGO: NJGS  
 KV6672_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6672+STABILITY: SURFACE MOTION
 KV6672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6672+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1991
 KV6672
 KV6672  HISTORY     - Date     Condition        Report By
 KV6672  HISTORY     - 1991     MONUMENTED       NJGS
 KV6672  HISTORY     - 19911120 GOOD             NJGS
 KV6672
 KV6672                          STATION DESCRIPTION
 KV6672
 KV6672'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6672'THE STATION IS LOCATED IN CRANBURY TOWNSHIP, ON THE NORTHWEST CORNER
 KV6672'OF THE JUNCTION OF PLAINSBORO ROAD AND PETTY ROAD.  TO REACH THE
 KV6672'STATION FROM THE JUNCTION OF PLAINSBORO ROAD AND NORTH MAIN STREET,
 KV6672'COUNTY ROAD 535, IN THE BOROUGH OF CRANBURY, PROCEED 1.1 MI (1.8 KM)
 KV6672'WEST ON PLAINSBORO ROAD TO THE STATION ON THE RIGHT.  THE STATION IS
 KV6672'1.8 M (5.9 FT) NORTH FROM THE NORTH EDGE OF PAVEMENT OF PLAINSBORO
 KV6672'ROAD, 6.0 M (19.7 FT) NORTH FROM THE CENTERLINE OF PLAINSBORO ROAD,
 KV6672'18.9 M (62.0 FT) WEST FROM POLE NUMBER A6072CB, 25.2 M (82.7 FT) WEST
 KV6672'FROM THE CENTERLINE OF PETTY ROAD, 20.6 M (67.6 FT) WEST FROM A
 KV6672'STREET NAME SIGN, 26.5 M (86.9 FT) NORTHEAST FROM POLE NUMBER 61255
 KV6672'AND 21.8 M (71.5 FT) NORTHWEST FROM POLE NUMBER 60612CB.  THE STATION
 KV6672'IS SET FLUSH WITH THE GROUND.
 KV6672
 KV6672                          STATION RECOVERY (1991)
 KV6672
 KV6672'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV6672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6730 ***********************************************************************
 KV6730  DESIGNATION -  12 K 1
 KV6730  PID         -  KV6730
 KV6730  STATE/COUNTY-  NJ/MIDDLESEX
 KV6730  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6730
 KV6730                         *CURRENT SURVEY CONTROL
 KV6730  ___________________________________________________________________
 KV6730* NAD 83(1996)-  40 27 54.21102(N)    074 23 54.74415(W)     ADJUSTED  
 KV6730* NAVD 88     -        14.2    (meters)      47.     (feet)  GPS OBS   
 KV6730  ___________________________________________________________________
 KV6730  X           -   1,306,892.090 (meters)                     COMP
 KV6730  Y           -  -4,680,301.049 (meters)                     COMP
 KV6730  Z           -   4,117,396.692 (meters)                     COMP
 KV6730  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 KV6730  ELLIP HEIGHT-         -18.54  (meters)          (10/23/02) GPS OBS
 KV6730  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KV6730
 KV6730  HORZ ORDER  -  FIRST
 KV6730  ELLP ORDER  -  FOURTH    CLASS I
 KV6730
 KV6730.The horizontal coordinates were established by GPS observations
 KV6730.and adjusted by the National Geodetic Survey in May 1999..
 KV6730
 KV6730.The orthometric height was determined by GPS observations and a
 KV6730.high-resolution geoid model.
 KV6730
 KV6730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6730
 KV6730.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6730
 KV6730.The ellipsoidal height was determined by GPS observations
 KV6730.and is referenced to NAD 83.
 KV6730
 KV6730.The geoid height was determined by GEOID03.
 KV6730
 KV6730;                    North         East     Units Scale Factor Converg.
 KV6730;SPC NJ       -   181,153.881   158,604.135   MT  0.99990091   +0 03 57.0
 KV6730;SPC NJ       -   594,335.69    520,353.73   sFT  0.99990091   +0 03 57.0
 KV6730;UTM  18      - 4,479,549.950   550,990.604   MT  0.99963200   +0 23 25.2
 KV6730
 KV6730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6730!SPC NJ       -   1.00000291  x   0.99990091  =   0.99990382
 KV6730!UTM  18      -   1.00000291  x   0.99963200  =   0.99963491
 KV6730
 KV6730:                Primary Azimuth Mark                     Grid Az
 KV6730:SPC NJ       -  R 53                                     213 04 41.7
 KV6730:UTM  18      -  R 53                                     212 45 13.5
 KV6730
 KV6730|---------------------------------------------------------------------|
 KV6730| PID    Reference Object                     Distance      Geod. Az  |
 KV6730|                                                           dddmmss.s |
 KV6730| KV0932 R 53                                476.904 METERS 2130838.7 |
 KV6730|---------------------------------------------------------------------|
 KV6730
 KV6730                          SUPERSEDED SURVEY CONTROL
 KV6730
 KV6730  NAD 83(1996)-  40 27 54.21077(N)    074 23 54.74571(W) AD(       ) 1
 KV6730  NAD 83(1986)-  40 27 54.21041(N)    074 23 54.74633(W) AD(       ) 1
 KV6730
 KV6730.Superseded values are not recommended for survey control.
 KV6730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6730.See file dsdata.txt to determine how the superseded data were derived.
 KV6730
 KV6730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5099179550(NAD 83)
 KV6730_MARKER: DD = SURVEY DISK
 KV6730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6730_SP_SET: CONCRETE POST
 KV6730_STAMPING: 12 K 1
 KV6730_MARK LOGO: NJGS  
 KV6730_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6730+STABILITY: SURFACE MOTION
 KV6730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6730+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1992
 KV6730
 KV6730  HISTORY     - Date     Condition        Report By
 KV6730  HISTORY     - 1991     MONUMENTED       NJGS
 KV6730  HISTORY     - 19920203 GOOD
 KV6730
 KV6730                          STATION DESCRIPTION
 KV6730
 KV6730'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6730'THE STATION IS LOCATED IN EAST BRUNSWICK ON THE SOUTH SIDE OF EDGEBORO
 KV6730'ROAD.  TO REACH THE STATION GO 0.3 MI (0.5 KM) NORTHEASTERLY ON
 KV6730'EDGEBORO ROAD FROM THE INTERSECTION OF COUNTY ROAD 527,  ALSO KNOWN
 KV6730'AS OLD BRIDGE NEW BRUNSWICK TURNPIKE,  AND EDGEBORO ROAD.  THE
 KV6730'STATION IS ON THE RIGHT.  17.7 FT (5.4 M) SOUTHEAST OF THE CENTER OF
 KV6730'A MANHOLE MARKED EBSA AND LOCATED IN THE LAWN AREA,  28.5 FT (8.7 M)
 KV6730'SOUTHEAST OF A CURB TYPE INLET,  39.8 FT (12.1 M) SOUTHEAST OF POLE
 KV6730'63095EBW,  30.4 FT (9.3 M) NORTHWEST OF A CHAIN LINK FENCE CORNER
 KV6730'BELONGING TO JB HUNT TRANSPORTATION,  47.3 FT (14.4 M) SOUTHEAST OF
 KV6730'THE CENTERLINE OF EDGEBORO ROAD,  94.5 FT (28.8 M) SOUTHWEST OF A
 KV6730'FIRE HYDRANT.  THE STATION IS 0.1 FT (0.0 M) BELOW THE GROUND.
 KV6730
 KV6730                          STATION RECOVERY (1992)
 KV6730
 KV6730'RECOVERED 1992
 KV6730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6731 ***********************************************************************
 KV6731  DESIGNATION -  12 K 2
 KV6731  PID         -  KV6731
 KV6731  STATE/COUNTY-  NJ/MIDDLESEX
 KV6731  USGS QUAD   -  SOUTH AMBOY (1981)
 KV6731
 KV6731                         *CURRENT SURVEY CONTROL
 KV6731  ___________________________________________________________________
 KV6731* NAD 83(1996)-  40 25 19.52021(N)    074 21 56.74019(W)     ADJUSTED  
 KV6731* NAVD 88     -        26.9    (meters)      88.     (feet)  GPS OBS   
 KV6731  ___________________________________________________________________
 KV6731  X           -   1,310,406.250 (meters)                     COMP
 KV6731  Y           -  -4,682,542.711 (meters)                     COMP
 KV6731  Z           -   4,113,773.671 (meters)                     COMP
 KV6731  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 KV6731  ELLIP HEIGHT-          -5.76  (meters)          (10/23/02) GPS OBS
 KV6731  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KV6731
 KV6731  HORZ ORDER  -  FIRST
 KV6731  ELLP ORDER  -  FOURTH    CLASS I
 KV6731
 KV6731.The horizontal coordinates were established by GPS observations
 KV6731.and adjusted by the National Geodetic Survey in May 1999..
 KV6731
 KV6731.The orthometric height was determined by GPS observations and a
 KV6731.high-resolution geoid model.
 KV6731
 KV6731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6731
 KV6731.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6731
 KV6731.The ellipsoidal height was determined by GPS observations
 KV6731.and is referenced to NAD 83.
 KV6731
 KV6731.The geoid height was determined by GEOID03.
 KV6731
 KV6731;                    North         East     Units Scale Factor Converg.
 KV6731;SPC NJ       -   176,386.578   161,391.142   MT  0.99990160   +0 05 13.4
 KV6731;SPC NJ       -   578,694.96    529,497.44   sFT  0.99990160   +0 05 13.4
 KV6731;UTM  18      - 4,474,799.773   553,803.802   MT  0.99963563   +0 24 40.5
 KV6731
 KV6731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6731!SPC NJ       -   1.00000090  x   0.99990160  =   0.99990250
 KV6731!UTM  18      -   1.00000090  x   0.99963563  =   0.99963653
 KV6731
 KV6731|---------------------------------------------------------------------|
 KV6731| PID    Reference Object                     Distance      Geod. Az  |
 KV6731|                                                           dddmmss.s |
 KV6731| KV6729 12 J 2                              384.055 METERS 24637     |
 KV6731|---------------------------------------------------------------------|
 KV6731
 KV6731                          SUPERSEDED SURVEY CONTROL
 KV6731
 KV6731  NAD 83(1996)-  40 25 19.52007(N)    074 21 56.74191(W) AD(       ) 1
 KV6731  NAD 83(1986)-  40 25 19.52007(N)    074 21 56.74257(W) AD(       ) 1
 KV6731
 KV6731.Superseded values are not recommended for survey control.
 KV6731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6731.See file dsdata.txt to determine how the superseded data were derived.
 KV6731
 KV6731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5380474800(NAD 83)
 KV6731_MARKER: DD = SURVEY DISK
 KV6731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6731_SP_SET: CONCRETE POST
 KV6731_STAMPING: 12 K 2 1991
 KV6731_MARK LOGO: NJGS  
 KV6731_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6731+STABILITY: SURFACE MOTION
 KV6731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6731+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1992
 KV6731
 KV6731  HISTORY     - Date     Condition        Report By
 KV6731  HISTORY     - 1991     MONUMENTED       NJGS
 KV6731  HISTORY     - 19920203 GOOD
 KV6731
 KV6731                          STATION DESCRIPTION
 KV6731
 KV6731'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6731'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON THE NORTHWEST
 KV6731'CORNER OF SUNBURST DRIVE AND COUNTY ROAD 3 R 8,  ALSO KNOWN AS RIVER
 KV6731'ROAD.  90.8 FT (27.7 M) NORTHEAST FROM A FIRE HYDRANT,  9.8 FT
 KV6731'(3.0 M) NORTHEAST FROM A CURB TYPE INLET,  33.2 FT (10.1 M) SOUTHWEST
 KV6731'OF POLE JC722EB,  28.5 FT (8.7 M) NORTHWEST OF THE CENTER OF A
 KV6731'MANHOLE WITH NO MARKINGS,  45.5 FT (13.9 M) NORTHWEST OF A NEW JERSEY
 KV6731'NATURAL GAS WARNING SIGN MADE OF METAL,  44.3 FT (13.5 M) SOUTHWEST
 KV6731'OF THE CENTERLINE OF RIVER ROAD.  THE STATION IS FLUSH WITH THE
 KV6731'GROUND.
 KV6731
 KV6731                          STATION RECOVERY (1992)
 KV6731
 KV6731'RECOVERED 1992
 KV6731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6673 ***********************************************************************
 KV6673  DESIGNATION -  12 K 3
 KV6673  PID         -  KV6673
 KV6673  STATE/COUNTY-  NJ/MIDDLESEX
 KV6673  USGS QUAD   -  HIGHTSTOWN (1981)
 KV6673
 KV6673                         *CURRENT SURVEY CONTROL
 KV6673  ___________________________________________________________________
 KV6673* NAD 83(1996)-  40 19 39.91206(N)    074 34 09.55221(W)     ADJUSTED  
 KV6673* NAVD 88     -        23.150  (meters)      75.95   (feet)  ADJUSTED  
 KV6673  ___________________________________________________________________
 KV6673  X           -   1,295,566.664 (meters)                     COMP
 KV6673  Y           -  -4,693,706.824 (meters)                     COMP
 KV6673  Z           -   4,105,790.816 (meters)                     COMP
 KV6673  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 KV6673  ELLIP HEIGHT-          -9.82  (meters)          (10/23/02) GPS OBS
 KV6673  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KV6673  DYNAMIC HT  -          23.139 (meters)      75.92  (feet)  COMP
 KV6673  MODELED GRAV-     980,184.5   (mgal)                       NAVD 88
 KV6673
 KV6673  HORZ ORDER  -  FIRST
 KV6673  VERT ORDER  -  FIRST     CLASS II
 KV6673  ELLP ORDER  -  FOURTH    CLASS I
 KV6673
 KV6673.The horizontal coordinates were established by GPS observations
 KV6673.and adjusted by the National Geodetic Survey in May 1999..
 KV6673
 KV6673.The orthometric height was determined by differential leveling
 KV6673.and adjusted by the National Geodetic Survey in April 1995..
 KV6673
 KV6673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6673
 KV6673.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6673
 KV6673.The ellipsoidal height was determined by GPS observations
 KV6673.and is referenced to NAD 83.
 KV6673
 KV6673.The geoid height was determined by GEOID03.
 KV6673
 KV6673.The dynamic height is computed by dividing the NAVD 88
 KV6673.geopotential number by the normal gravity value computed on the
 KV6673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6673.degrees latitude (g = 980.6199 gals.).
 KV6673
 KV6673.The modeled gravity was interpolated from observed gravity values.
 KV6673
 KV6673;                    North         East     Units Scale Factor Converg.
 KV6673;SPC NJ       -   165,906.081   144,109.480   MT  0.99990043   -0 02 41.5
 KV6673;SPC NJ       -   544,310.20    472,799.19   sFT  0.99990043   -0 02 41.5
 KV6673;UTM  18      - 4,464,224.656   536,586.399   MT  0.99961648   +0 16 43.4
 KV6673
 KV6673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6673!SPC NJ       -   1.00000154  x   0.99990043  =   0.99990197
 KV6673!UTM  18      -   1.00000154  x   0.99961648  =   0.99961802
 KV6673
 KV6673                          SUPERSEDED SURVEY CONTROL
 KV6673
 KV6673  NAD 83(1986)-  40 19 39.91197(N)    074 34 09.55446(W) AD(       ) 1
 KV6673  NGVD 29 (01/10/92)   23.481  (m)           77.04   (f) ADJUSTED    1 2
 KV6673
 KV6673.Superseded values are not recommended for survey control.
 KV6673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6673.See file dsdata.txt to determine how the superseded data were derived.
 KV6673
 KV6673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3658664225(NAD 83)
 KV6673_MARKER: DD = SURVEY DISK
 KV6673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6673_SP_SET: CONCRETE POST
 KV6673_STAMPING: 12 K 3 1991
 KV6673_MARK LOGO: NJGS  
 KV6673_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6673+STABILITY: SURFACE MOTION
 KV6673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6673+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1991
 KV6673
 KV6673  HISTORY     - Date     Condition        Report By
 KV6673  HISTORY     - 1991     MONUMENTED       NJGS
 KV6673  HISTORY     - 19911120 GOOD             NJGS
 KV6673
 KV6673                          STATION DESCRIPTION
 KV6673
 KV6673'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6673'THE STATION IS LOCATED IN PLAINSBORO TOWNSHIP, ON THE NORTH SIDE OF
 KV6673'PLAINSBORO ROAD, SET ON THE SOUTHSIDE OF MORRIS DAVISON PARK, BETWEEN
 KV6673'THE PARKING LOT AT THE SOUTHWEST CORNER OF THE PARK AND PLAINSBORO
 KV6673'ROAD.  TO REACH THE STATION FROM THE JUNCTION OF NORTH MAIN STREET,
 KV6673'COUNTY ROAD 535 AND PLAINSBORO ROAD, IN THE BOROUGH OF CRANBURY,
 KV6673'PROCEED 3.2 MI (5.1 KM) WEST ON PLAINSBORO ROAD TO THE STATION ON THE
 KV6673'RIGHT.  THE STATION IS 3.3 M (10.8 FT) NORTHEAST FROM THE NORTHEAST
 KV6673'EDGE OF PAVING OF PLAINSBORO ROAD, 5.9 M (19.4 FT) NORTHEAST FROM THE
 KV6673'CENTERLINE OF THE WEST BOUND LANES OF PLAINSBORO ROAD, 50.0 M (164.0
 KV6673'FT) WEST NORTHWEST FROM THE EXTENDED CENTERLINE OF THE ENTRANCE
 KV6673'ISLAND TO THOREAU DRIVE LEADING INTO THE BRITTANY CONDOMINIUM
 KV6673'COMPLEX, 35.3 M (115.8 FT) WEST NORTHWEST FROM THE WEST EDGE OF A
 KV6673'SIDEWALK FOR BRITTANY CONDOMINIUM COMPLEX LEADING TO THE PARK, 44.85
 KV6673'M (147.15 FT) EAST FROM GUY POLE NUMBER T61162PO, 13.35 M (43.80 FT)
 KV6673'SOUTH FROM THE WOODEN BARRIER ON THE SOUTH SIDE OF THE PARKING LOT
 KV6673'FOR MORRIS DAVISON PARK, 22.8 M (74.8 FT) NORTH NORTHEAST FROM POLE
 KV6673'61160PO, 25.6 M (84.0 FT) SOUTHEAST FROM THE WEST END OF A WOODEN
 KV6673'BARRIER ON THE SOUTHSIDE OF THE PARKING LOT.  THE STATION IS SET
 KV6673'FLUSH WITH THE GROUND.
 KV6673
 KV6673                          STATION RECOVERY (1991)
 KV6673
 KV6673'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV6673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6732 ***********************************************************************
 KV6732  DESIGNATION -  12 L 1
 KV6732  PID         -  KV6732
 KV6732  STATE/COUNTY-  NJ/MIDDLESEX
 KV6732  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6732
 KV6732                         *CURRENT SURVEY CONTROL
 KV6732  ___________________________________________________________________
 KV6732* NAD 83(1996)-  40 28 06.34720(N)    074 24 29.81201(W)     ADJUSTED  
 KV6732* NAVD 88     -        22.4    (meters)      73.     (feet)  GPS OBS   
 KV6732  ___________________________________________________________________
 KV6732  X           -   1,306,032.731 (meters)                     COMP
 KV6732  Y           -  -4,680,295.168 (meters)                     COMP
 KV6732  Z           -   4,117,686.809 (meters)                     COMP
 KV6732  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 KV6732  ELLIP HEIGHT-         -10.34  (meters)          (10/23/02) GPS OBS
 KV6732  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV6732
 KV6732  HORZ ORDER  -  FIRST
 KV6732  ELLP ORDER  -  FOURTH    CLASS I
 KV6732
 KV6732.The horizontal coordinates were established by GPS observations
 KV6732.and adjusted by the National Geodetic Survey in May 1999..
 KV6732
 KV6732.The orthometric height was determined by GPS observations and a
 KV6732.high-resolution geoid model.
 KV6732
 KV6732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6732
 KV6732.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6732
 KV6732.The ellipsoidal height was determined by GPS observations
 KV6732.and is referenced to NAD 83.
 KV6732
 KV6732.The geoid height was determined by GEOID03.
 KV6732
 KV6732;                    North         East     Units Scale Factor Converg.
 KV6732;SPC NJ       -   181,527.286   157,777.671   MT  0.99990074   +0 03 34.3
 KV6732;SPC NJ       -   595,560.77    517,642.24   sFT  0.99990074   +0 03 34.3
 KV6732;UTM  18      - 4,479,918.569   550,162.262   MT  0.99963097   +0 23 02.6
 KV6732
 KV6732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6732!SPC NJ       -   1.00000162  x   0.99990074  =   0.99990236
 KV6732!UTM  18      -   1.00000162  x   0.99963097  =   0.99963259
 KV6732
 KV6732:                Primary Azimuth Mark                     Grid Az
 KV6732:SPC NJ       -  12 M 1                                   224 21 36.8
 KV6732:UTM  18      -  12 M 1                                   224 02 08.5
 KV6732
 KV6732|---------------------------------------------------------------------|
 KV6732| PID    Reference Object                     Distance      Geod. Az  |
 KV6732|                                                           dddmmss.s |
 KV6732| KV6734 12 M 1                              400.269 METERS 2242511.1 |
 KV6732|---------------------------------------------------------------------|
 KV6732
 KV6732                          SUPERSEDED SURVEY CONTROL
 KV6732
 KV6732  NAD 83(1996)-  40 28 06.34695(N)    074 24 29.81364(W) AD(       ) 1
 KV6732  NAD 83(1986)-  40 28 06.34660(N)    074 24 29.81403(W) AD(       ) 1
 KV6732
 KV6732.Superseded values are not recommended for survey control.
 KV6732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6732.See file dsdata.txt to determine how the superseded data were derived.
 KV6732
 KV6732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5016279919(NAD 83)
 KV6732_MARKER: DD = SURVEY DISK
 KV6732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6732_SP_SET: CONCRETE POST
 KV6732_STAMPING: 12 L 1 1991
 KV6732_MARK LOGO: NJGS  
 KV6732_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6732+STABILITY: SURFACE MOTION
 KV6732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6732+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1992
 KV6732
 KV6732  HISTORY     - Date     Condition        Report By
 KV6732  HISTORY     - 1991     MONUMENTED       NJGS
 KV6732  HISTORY     - 19920205 GOOD
 KV6732
 KV6732                          STATION DESCRIPTION
 KV6732
 KV6732'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6732'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP IN THE CENTER
 KV6732'GRASSED MEDIAN OF EGGERS STREET.  TO REACH THE STATION GO 78.0 FT
 KV6732'(23.8 M) SOUTHEAST ALONG EGGERS STREET FROM THE INTERSECTION OF STATE
 KV6732'ROUTE 18 AND EGGERS STREET.  18.0 FT (5.5 M) SOUTHWEST OF THE TRAFFIC
 KV6732'SIGNAL LOCATED IN THE CENTER GRASSED MEDIAN,  3.7 FT (1.1 M)
 KV6732'NORTHWEST OF THE ASPHALT CURB,  29.1 FT (8.9 M) SOUTHEAST OF POLE
 KV6732'60187,  49.0 FT (14.9 M) NORTHWEST OF THE BOTTOM STEP OF A PEDESTRIAN
 KV6732'OVERPASS OVER STATE ROUTE 18,  36.8 FT (11.2 M) NORTHEAST OF AN
 KV6732'ALUMINUM LIGHTPOLE IN THE CENTER GRASSED MEDIAN,  42.5 FT (13.0 M)
 KV6732'NORTHEAST OF POLE 63856,  29.2 FT (8.9 M) SOUTHWEST OF AN ASPHALT CURB
 KV6732'OF THE NOSE OF THE CENTER GRASSED MEDIAN,  67.8 FT (20.7 M) SOUTH OF
 KV6732'THE CURB TYPE INLET ON THE NORTHWEST CORNER OF STATE ROUTE 18.  THE
 KV6732'STATION IS 0.1 FT (0.0 M) BELOW THE GROUND.
 KV6732
 KV6732                          STATION RECOVERY (1992)
 KV6732
 KV6732'RECOVERED 1992
 KV6732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6733 ***********************************************************************
 KV6733  DESIGNATION -  12 L 2
 KV6733  PID         -  KV6733
 KV6733  STATE/COUNTY-  NJ/MIDDLESEX
 KV6733  USGS QUAD   -  SOUTH AMBOY (1981)
 KV6733
 KV6733                         *CURRENT SURVEY CONTROL
 KV6733  ___________________________________________________________________
 KV6733* NAD 83(1996)-  40 24 58.48979(N)    074 21 44.53434(W)     ADJUSTED  
 KV6733* NAVD 88     -         1.8    (meters)       6.     (feet)  GPS OBS   
 KV6733  ___________________________________________________________________
 KV6733  X           -   1,310,791.577 (meters)                     COMP
 KV6733  Y           -  -4,682,851.839 (meters)                     COMP
 KV6733  Z           -   4,113,263.591 (meters)                     COMP
 KV6733  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 KV6733  ELLIP HEIGHT-         -30.78  (meters)          (10/23/02) GPS OBS
 KV6733  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KV6733
 KV6733  HORZ ORDER  -  FIRST
 KV6733  ELLP ORDER  -  FOURTH    CLASS I
 KV6733
 KV6733.The horizontal coordinates were established by GPS observations
 KV6733.and adjusted by the National Geodetic Survey in May 1999..
 KV6733
 KV6733.The orthometric height was determined by GPS observations and a
 KV6733.high-resolution geoid model.
 KV6733
 KV6733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6733
 KV6733.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6733
 KV6733.The ellipsoidal height was determined by GPS observations
 KV6733.and is referenced to NAD 83.
 KV6733
 KV6733.The geoid height was determined by GEOID03.
 KV6733
 KV6733;                    North         East     Units Scale Factor Converg.
 KV6733;SPC NJ       -   175,738.398   161,679.862   MT  0.99990168   +0 05 21.2
 KV6733;SPC NJ       -   576,568.39    530,444.68   sFT  0.99990168   +0 05 21.2
 KV6733;UTM  18      - 4,474,153.408   554,096.107   MT  0.99963602   +0 24 48.3
 KV6733
 KV6733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6733!SPC NJ       -   1.00000483  x   0.99990168  =   0.99990651
 KV6733!UTM  18      -   1.00000483  x   0.99963602  =   0.99964085
 KV6733
 KV6733:                Primary Azimuth Mark                     Grid Az
 KV6733:SPC NJ       -  12 M 2                                   235 39 24.6
 KV6733:UTM  18      -  12 M 2                                   235 19 57.5
 KV6733
 KV6733|---------------------------------------------------------------------|
 KV6733| PID    Reference Object                     Distance      Geod. Az  |
 KV6733|                                                           dddmmss.s |
 KV6733| KV6735 12 M 2                              416.909 METERS 2354445.8 |
 KV6733|---------------------------------------------------------------------|
 KV6733
 KV6733                          SUPERSEDED SURVEY CONTROL
 KV6733
 KV6733  NAD 83(1986)-  40 24 58.48965(N)    074 21 44.53673(W) AD(       ) 1
 KV6733
 KV6733.Superseded values are not recommended for survey control.
 KV6733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6733.See file dsdata.txt to determine how the superseded data were derived.
 KV6733
 KV6733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5409674153(NAD 83)
 KV6733_MARKER: DD = SURVEY DISK
 KV6733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6733_SP_SET: CONCRETE POST
 KV6733_STAMPING: 12 L 2 1991
 KV6733_MARK LOGO: NJGS  
 KV6733_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6733+STABILITY: SURFACE MOTION
 KV6733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6733+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2002
 KV6733
 KV6733  HISTORY     - Date     Condition        Report By
 KV6733  HISTORY     - 1991     MONUMENTED       NJGS
 KV6733  HISTORY     - 19920203 GOOD
 KV6733  HISTORY     - 20021101 GOOD             NJGS
 KV6733
 KV6733                          STATION DESCRIPTION
 KV6733
 KV6733'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6733'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON THE NORTHEAST
 KV6733'CORNER OF COUNTY ROAD 3 R 8,  ALSO KNOWN AS RIVER ROAD AND COUNTY
 KV6733'ROUTE 615,  ALSO KNOWN AS MAIN STREET.  6.6 FT (2.0 M) NORTHEAST OF A
 KV6733'CURB TYPE INLET,  10.4 FT (3.2 M) NORTHERLY OF A SINGLE FLAT GRATE
 KV6733'INLET.  42.0 FT (12.8 M) SOUTHEAST OF POLE BT40000EBK,  46.3 FT
 KV6733'(14.1 M) NORTHWEST OF POLE 55013EBW.  THE STATION IS 0.2 FT (0.1 M)
 KV6733'BELOW THE GROUND.
 KV6733
 KV6733                          STATION RECOVERY (1992)
 KV6733
 KV6733'RECOVERED 1992
 KV6733'RECOVERED IN GOOD CONDITION.
 KV6733
 KV6733                          STATION RECOVERY (2002)
 KV6733
 KV6733'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (MVI)
 KV6733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6674 ***********************************************************************
 KV6674  DESIGNATION -  12 L 3
 KV6674  PID         -  KV6674
 KV6674  STATE/COUNTY-  NJ/MIDDLESEX
 KV6674  USGS QUAD   -  HIGHTSTOWN (1981)
 KV6674
 KV6674                         *CURRENT SURVEY CONTROL
 KV6674  ___________________________________________________________________
 KV6674* NAD 83(1996)-  40 20 27.90655(N)    074 36 15.35231(W)     ADJUSTED  
 KV6674* NAVD 88     -        24.346  (meters)      79.88   (feet)  ADJUSTED  
 KV6674  ___________________________________________________________________
 KV6674  X           -   1,292,449.585 (meters)                     COMP
 KV6674  Y           -  -4,693,573.105 (meters)                     COMP
 KV6674  Z           -   4,106,919.962 (meters)                     COMP
 KV6674  LAPLACE CORR-           5.51  (seconds)                    DEFLEC99
 KV6674  ELLIP HEIGHT-          -8.76  (meters)          (10/23/02) GPS OBS
 KV6674  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KV6674  DYNAMIC HT  -          24.335 (meters)      79.84  (feet)  COMP
 KV6674  MODELED GRAV-     980,177.9   (mgal)                       NAVD 88
 KV6674
 KV6674  HORZ ORDER  -  FIRST
 KV6674  VERT ORDER  -  FIRST     CLASS II
 KV6674  ELLP ORDER  -  FOURTH    CLASS I
 KV6674
 KV6674.The horizontal coordinates were established by GPS observations
 KV6674.and adjusted by the National Geodetic Survey in May 1999..
 KV6674
 KV6674.The orthometric height was determined by differential leveling
 KV6674.and adjusted by the National Geodetic Survey in April 1995..
 KV6674
 KV6674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6674
 KV6674.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6674
 KV6674.The ellipsoidal height was determined by GPS observations
 KV6674.and is referenced to NAD 83.
 KV6674
 KV6674.The geoid height was determined by GEOID03.
 KV6674
 KV6674.The dynamic height is computed by dividing the NAVD 88
 KV6674.geopotential number by the normal gravity value computed on the
 KV6674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6674.degrees latitude (g = 980.6199 gals.).
 KV6674
 KV6674.The modeled gravity was interpolated from observed gravity values.
 KV6674
 KV6674;                    North         East     Units Scale Factor Converg.
 KV6674;SPC NJ       -   167,389.221   141,141.793   MT  0.99990097   -0 04 03.0
 KV6674;SPC NJ       -   549,176.14    463,062.70   sFT  0.99990097   -0 04 03.0
 KV6674;UTM  18      - 4,465,690.592   533,611.232   MT  0.99961391   +0 15 22.2
 KV6674
 KV6674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6674!SPC NJ       -   1.00000137  x   0.99990097  =   0.99990234
 KV6674!UTM  18      -   1.00000137  x   0.99961391  =   0.99961528
 KV6674
 KV6674                          SUPERSEDED SURVEY CONTROL
 KV6674
 KV6674  ELLIP H (05/14/99)   -8.75   (m)                       GP(       ) 4 1
 KV6674  NAD 83(1986)-  40 20 27.90639(N)    074 36 15.35446(W) AD(       ) 1
 KV6674  NGVD 29 (01/10/92)   24.678  (m)           80.96   (f) ADJUSTED    1 2
 KV6674
 KV6674.Superseded values are not recommended for survey control.
 KV6674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6674.See file dsdata.txt to determine how the superseded data were derived.
 KV6674
 KV6674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3361165691(NAD 83)
 KV6674_MARKER: DD = SURVEY DISK
 KV6674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6674_SP_SET: CONCRETE POST
 KV6674_STAMPING: 12 L 3 1991
 KV6674_MARK LOGO: NJGS  
 KV6674_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6674+STABILITY: SURFACE MOTION
 KV6674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6674+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2001
 KV6674
 KV6674  HISTORY     - Date     Condition        Report By
 KV6674  HISTORY     - 1991     MONUMENTED       NJGS
 KV6674  HISTORY     - 19911120 GOOD             NJGS
 KV6674  HISTORY     - 20010326 GOOD             NJGS
 KV6674
 KV6674                          STATION DESCRIPTION
 KV6674
 KV6674'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6674'THE STATION IS LOCATED IN PLAINSBORO TOWNSHIP, SET ON THE NORTH SIDE
 KV6674'OF SCUDDERS MILL ROAD, IN THE SOUTH END OF A MEDIAN ISLAND FOR AN
 KV6674'ENTRANCE TO THE BRISTOL MYERS SQUIBB BUILDING COMPLEX CURRENTLY UNDER
 KV6674'CONSTRUCTION.  THE STATION IS OPPOSITE THE ENTRANCE ROAD TO THE
 KV6674'MERRIL LYNCH COMPLEX.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 KV6674'HIGHWAY 1 AND SCUDDERS MILL ROAD, COUNTY ROAD 614, PROCEED 1.15 MI
 KV6674'(1.85 KM) EAST ON SCUDDERS MILL ROAD TO THE STATION ON THE LEFT.  THE
 KV6674'STATION IS 1.0 M (3.3 FT) NORTH FROM THE SOUTH POINT OF THE BELGIUM
 KV6674'BLOCK CURB OF THE MEDIAN ISLAND, 10.45 M (34.28 FT) NORTH FROM THE
 KV6674'CENTERLINE OF THE WESTBOUND LANES OF SCUDDERS MILL ROAD, 13.85 M
 KV6674'(45.44 FT) WEST FROM THE CENTER OF A STORM DRAIN MANHOLE, 16.8 M
 KV6674'(55.1 FT) SOUTHWEST FROM THE CENTER OF AN INLET, 17.30 M (56.76 FT)
 KV6674'SOUTHEAST FROM THE CENTER OF AN INLET, 17.95 M (58.89 FT) EAST FROM
 KV6674'THE CENTER OF A STORM DRAIN MANHOLE AND 28.15 M (92.36 FT) SOUTHWEST
 KV6674'FROM A FIRE HYDRANT.  THE STATION IS SET FLUSH WITH THE GROUND.
 KV6674
 KV6674                          STATION RECOVERY (1991)
 KV6674
 KV6674'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV6674'RECOVERED IN GOOD CONDITION.
 KV6674
 KV6674                          STATION RECOVERY (2001)
 KV6674
 KV6674'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV6674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6734 ***********************************************************************
 KV6734  DESIGNATION -  12 M 1
 KV6734  PID         -  KV6734
 KV6734  STATE/COUNTY-  NJ/MIDDLESEX
 KV6734  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6734
 KV6734                         *CURRENT SURVEY CONTROL
 KV6734  ___________________________________________________________________
 KV6734* NAD 83(1996)-  40 27 57.07873(N)    074 24 41.70376(W)     ADJUSTED  
 KV6734* NAVD 88     -        13.2    (meters)      43.     (feet)  GPS OBS   
 KV6734  ___________________________________________________________________
 KV6734  X           -   1,305,810.862 (meters)                     COMP
 KV6734  Y           -  -4,680,542.384 (meters)                     COMP
 KV6734  Z           -   4,117,463.295 (meters)                     COMP
 KV6734  LAPLACE CORR-           5.61  (seconds)                    DEFLEC99
 KV6734  ELLIP HEIGHT-         -19.61  (meters)          (10/23/02) GPS OBS
 KV6734  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KV6734
 KV6734  HORZ ORDER  -  FIRST
 KV6734  ELLP ORDER  -  FOURTH    CLASS I
 KV6734
 KV6734.The horizontal coordinates were established by GPS observations
 KV6734.and adjusted by the National Geodetic Survey in May 1999..
 KV6734
 KV6734.The orthometric height was determined by GPS observations and a
 KV6734.high-resolution geoid model.
 KV6734
 KV6734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6734
 KV6734.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6734
 KV6734.The ellipsoidal height was determined by GPS observations
 KV6734.and is referenced to NAD 83.
 KV6734
 KV6734.The geoid height was determined by GEOID03.
 KV6734
 KV6734;                    North         East     Units Scale Factor Converg.
 KV6734;SPC NJ       -   181,241.138   157,497.844   MT  0.99990069   +0 03 26.6
 KV6734;SPC NJ       -   594,621.97    516,724.18   sFT  0.99990069   +0 03 26.6
 KV6734;UTM  18      - 4,479,630.919   549,884.135   MT  0.99963063   +0 22 54.8
 KV6734
 KV6734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6734!SPC NJ       -   1.00000308  x   0.99990069  =   0.99990377
 KV6734!UTM  18      -   1.00000308  x   0.99963063  =   0.99963371
 KV6734
 KV6734:                Primary Azimuth Mark                     Grid Az
 KV6734:SPC NJ       -  12 L 1                                   044 21 36.7
 KV6734:UTM  18      -  12 L 1                                   044 02 08.5
 KV6734
 KV6734|---------------------------------------------------------------------|
 KV6734| PID    Reference Object                     Distance      Geod. Az  |
 KV6734|                                                           dddmmss.s |
 KV6734| KV6732 12 L 1                              400.269 METERS 0442503.3 |
 KV6734|---------------------------------------------------------------------|
 KV6734
 KV6734                          SUPERSEDED SURVEY CONTROL
 KV6734
 KV6734  NAD 83(1996)-  40 27 57.07848(N)    074 24 41.70539(W) AD(       ) 1
 KV6734  NAD 83(1986)-  40 27 57.07813(N)    074 24 41.70579(W) AD(       ) 1
 KV6734
 KV6734.Superseded values are not recommended for survey control.
 KV6734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6734.See file dsdata.txt to determine how the superseded data were derived.
 KV6734
 KV6734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4988479631(NAD 83)
 KV6734_MARKER: DD = SURVEY DISK
 KV6734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6734_SP_SET: CONCRETE POST
 KV6734_STAMPING: 12 M 1 1991
 KV6734_MARK LOGO: NJGS  
 KV6734_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6734+STABILITY: SURFACE MOTION
 KV6734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6734+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1992
 KV6734
 KV6734  HISTORY     - Date     Condition        Report By
 KV6734  HISTORY     - 1991     MONUMENTED       NJGS
 KV6734  HISTORY     - 19920205 GOOD
 KV6734
 KV6734                          STATION DESCRIPTION
 KV6734
 KV6734'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6734'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON THE NORTHWEST
 KV6734'SIDE OF EGGERS STREET.  TO REACH THE STATION GO 0.3 MI (0.5 KM)
 KV6734'SOUTHWESTERLY ALONG EGGERS STREET FROM THE INTERSECTION OF STATE ROUTE
 KV6734'18 AND EGGERS STREET.  THE STATION IS ON THE RIGHT LOCATED BETWEEN
 KV6734'THE CURB AND THE SIDEWALK.  1.6 FT (0.5 M) NORTHWEST OF THE FACE OF
 KV6734'THE CONCRETE CURB AND GUTTER,  20.9 FT (6.4 M) SOUTHWEST OF POLE
 KV6734'63824EBW,  43.0 FT (13.1 M) SOUTHWEST OF A CURB TYPE INLET, 32.4 FT
 KV6734'(9.9 M) NORTHWEST OF THE CENTER OF A MANHOLE MARKED SEWER LOCATED
 KV6734'WITHIN THE NOSE OF THE GRASSED MEDIAN,  66.9 FT (20.4 M) NORTHWEST OF
 KV6734'POLE 63671EBW,  71.6 FT (21.8 M) NORTHWEST OF A CURB TYPE INLET, 47.6
 KV6734'FT (14.5 M) NORTHEAST OF A CURB TYPE INLET. THE STATION IS 0.1 FT
 KV6734'(0.0 M) BELOW THE GROUND.
 KV6734
 KV6734                          STATION RECOVERY (1992)
 KV6734
 KV6734'RECOVERED 1992
 KV6734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6735 ***********************************************************************
 KV6735  DESIGNATION -  12 M 2
 KV6735  PID         -  KV6735
 KV6735  STATE/COUNTY-  NJ/MIDDLESEX
 KV6735  USGS QUAD   -  SOUTH AMBOY (1981)
 KV6735
 KV6735                         *CURRENT SURVEY CONTROL
 KV6735  ___________________________________________________________________
 KV6735* NAD 83(1996)-  40 24 50.88179(N)    074 21 59.15039(W)     ADJUSTED  
 KV6735* NAVD 88     -         5.3    (meters)      17.     (feet)  GPS OBS   
 KV6735  ___________________________________________________________________
 KV6735  X           -   1,310,501.466 (meters)                     COMP
 KV6735  Y           -  -4,683,093.804 (meters)                     COMP
 KV6735  Z           -   4,113,087.204 (meters)                     COMP
 KV6735  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 KV6735  ELLIP HEIGHT-         -27.26  (meters)          (10/23/02) GPS OBS
 KV6735  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KV6735
 KV6735  HORZ ORDER  -  FIRST
 KV6735  ELLP ORDER  -  FOURTH    CLASS I
 KV6735
 KV6735.The horizontal coordinates were established by GPS observations
 KV6735.and adjusted by the National Geodetic Survey in May 1999..
 KV6735
 KV6735.The orthometric height was determined by GPS observations and a
 KV6735.high-resolution geoid model.
 KV6735
 KV6735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6735
 KV6735.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6735
 KV6735.The ellipsoidal height was determined by GPS observations
 KV6735.and is referenced to NAD 83.
 KV6735
 KV6735.The geoid height was determined by GEOID03.
 KV6735
 KV6735;                    North         East     Units Scale Factor Converg.
 KV6735;SPC NJ       -   175,503.223   161,335.665   MT  0.99990158   +0 05 11.7
 KV6735;SPC NJ       -   575,796.82    529,315.43   sFT  0.99990158   +0 05 11.7
 KV6735;UTM  18      - 4,473,916.352   553,753.338   MT  0.99963557   +0 24 38.7
 KV6735
 KV6735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6735!SPC NJ       -   1.00000428  x   0.99990158  =   0.99990586
 KV6735!UTM  18      -   1.00000428  x   0.99963557  =   0.99963984
 KV6735
 KV6735:                Primary Azimuth Mark                     Grid Az
 KV6735:SPC NJ       -  12 L 2                                   055 39 24.7
 KV6735:UTM  18      -  12 L 2                                   055 19 57.7
 KV6735
 KV6735|---------------------------------------------------------------------|
 KV6735| PID    Reference Object                     Distance      Geod. Az  |
 KV6735|                                                           dddmmss.s |
 KV6735| KV6733 12 L 2                              416.909 METERS 0554436.4 |
 KV6735|---------------------------------------------------------------------|
 KV6735
 KV6735                          SUPERSEDED SURVEY CONTROL
 KV6735
 KV6735  ELLIP H (05/14/99)  -27.25   (m)                       GP(       ) 4 1
 KV6735  NAD 83(1986)-  40 24 50.88165(N)    074 21 59.15278(W) AD(       ) 1
 KV6735
 KV6735.Superseded values are not recommended for survey control.
 KV6735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6735.See file dsdata.txt to determine how the superseded data were derived.
 KV6735
 KV6735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5375373916(NAD 83)
 KV6735_MARKER: DD = SURVEY DISK
 KV6735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6735_SP_SET: CONCRETE POST
 KV6735_STAMPING: 12 M 2 1991
 KV6735_MARK LOGO: NJGS  
 KV6735_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6735+STABILITY: SURFACE MOTION
 KV6735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6735+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2002
 KV6735
 KV6735  HISTORY     - Date     Condition        Report By
 KV6735  HISTORY     - 1991     MONUMENTED       NJGS
 KV6735  HISTORY     - 19920203 GOOD
 KV6735  HISTORY     - 20021101 GOOD             NJGS
 KV6735
 KV6735                          STATION DESCRIPTION
 KV6735
 KV6735'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6735'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON THE SOUTH SIDE OF
 KV6735'COUNTY ROAD 615,  ALSO KNOWN AS MAIN STREET NEAR THE INTERSECTION OF
 KV6735'COUNTY ROAD 516,  ALSO KNOWN AS MATAWAN ROAD.  THE STATION IS LOCATED
 KV6735'BETWEEN THE CURB AND THE SIDEWALK.  TO REACH THE STATION GO 31.5 FT
 KV6735'(9.6 M) NORTHEASTERLY ALONG MAIN STREET FROM THE INTERSECTION OF
 KV6735'MATAWAN ROAD.  THE STATION IS LOCATED 6.1 FT (1.9 M) NORTHEAST OF
 KV6735'POLE JC151EBT,  18.5 FT (5.6 M) NORTHEAST OF THE CENTER OF A MANHOLE
 KV6735'MARKED BELL SYSTEM,  73.7 FT (22.5 M) SOUTHWESTERLY OF POLE 55001EBW,
 KV6735'58.7 FT (17.9 M) SOUTHWEST OF THE RIGHT FRONT CORNER OF A COMMERCIAL
 KV6735'BUILDING CALLED THE VILLAGE DELI,  1.4 FT (0.4 M) SOUTHEAST OF A
 KV6735'GRANITE BLOCK CURB.  THE STATION IS 0.1 FT (0.0 M) BELOW THE GROUND.
 KV6735
 KV6735                          STATION RECOVERY (1992)
 KV6735
 KV6735'RECOVERED 1992
 KV6735'RECOVERED IN GOOD CONDITION.
 KV6735
 KV6735                          STATION RECOVERY (2002)
 KV6735
 KV6735'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (MVI)
 KV6735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6675 ***********************************************************************
 KV6675  DESIGNATION -  12 M 3
 KV6675  PID         -  KV6675
 KV6675  STATE/COUNTY-  NJ/MIDDLESEX
 KV6675  USGS QUAD   -  HIGHTSTOWN (1981)
 KV6675
 KV6675                         *CURRENT SURVEY CONTROL
 KV6675  ___________________________________________________________________
 KV6675* NAD 83(1996)-  40 20 33.48668(N)    074 37 23.76221(W)     ADJUSTED  
 KV6675* NAVD 88     -        26.946  (meters)      88.41   (feet)  ADJUSTED  
 KV6675  ___________________________________________________________________
 KV6675  X           -   1,290,863.812 (meters)                     COMP
 KV6675  Y           -  -4,693,895.945 (meters)                     COMP
 KV6675  Z           -   4,107,052.800 (meters)                     COMP
 KV6675  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 KV6675  ELLIP HEIGHT-          -6.21  (meters)          (10/23/02) GPS OBS
 KV6675  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KV6675  DYNAMIC HT  -          26.934 (meters)      88.37  (feet)  COMP
 KV6675  MODELED GRAV-     980,173.4   (mgal)                       NAVD 88
 KV6675
 KV6675  HORZ ORDER  -  FIRST
 KV6675  VERT ORDER  -  FIRST     CLASS II
 KV6675  ELLP ORDER  -  FOURTH    CLASS I
 KV6675
 KV6675.The horizontal coordinates were established by GPS observations
 KV6675.and adjusted by the National Geodetic Survey in May 1999..
 KV6675
 KV6675.The orthometric height was determined by differential leveling
 KV6675.and adjusted by the National Geodetic Survey in April 1995..
 KV6675
 KV6675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6675
 KV6675.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6675
 KV6675.The ellipsoidal height was determined by GPS observations
 KV6675.and is referenced to NAD 83.
 KV6675
 KV6675.The geoid height was determined by GEOID03.
 KV6675
 KV6675.The dynamic height is computed by dividing the NAVD 88
 KV6675.geopotential number by the normal gravity value computed on the
 KV6675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6675.degrees latitude (g = 980.6199 gals.).
 KV6675
 KV6675.The modeled gravity was interpolated from observed gravity values.
 KV6675
 KV6675;                    North         East     Units Scale Factor Converg.
 KV6675;SPC NJ       -   167,563.397   139,527.578   MT  0.99990135   -0 04 47.3
 KV6675;SPC NJ       -   549,747.58    457,766.73   sFT  0.99990135   -0 04 47.3
 KV6675;UTM  18      - 4,465,855.599   531,996.524   MT  0.99961260   +0 14 38.0
 KV6675
 KV6675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6675!SPC NJ       -   1.00000097  x   0.99990135  =   0.99990232
 KV6675!UTM  18      -   1.00000097  x   0.99961260  =   0.99961357
 KV6675
 KV6675                          SUPERSEDED SURVEY CONTROL
 KV6675
 KV6675  NAD 83(1986)-  40 20 33.48640(N)    074 37 23.76443(W) AD(       ) 1
 KV6675  NGVD 29 (01/10/92)   27.279  (m)           89.50   (f) ADJUSTED    1 2
 KV6675
 KV6675.Superseded values are not recommended for survey control.
 KV6675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6675.See file dsdata.txt to determine how the superseded data were derived.
 KV6675
 KV6675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3199765856(NAD 83)
 KV6675_MARKER: DD = SURVEY DISK
 KV6675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6675_SP_SET: CONCRETE POST
 KV6675_STAMPING: 12 M 3 1991
 KV6675_MARK LOGO: NJGS  
 KV6675_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6675+STABILITY: SURFACE MOTION
 KV6675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6675+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2003
 KV6675
 KV6675  HISTORY     - Date     Condition        Report By
 KV6675  HISTORY     - 1991     MONUMENTED       NJGS
 KV6675  HISTORY     - 19911120 GOOD             NJGS
 KV6675  HISTORY     - 20030429 GOOD             NJGS
 KV6675
 KV6675                          STATION DESCRIPTION
 KV6675
 KV6675'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6675'THE STATION IS LOCATED IN PLAINSBORO TOWNSHIP, ON THE NORTHEAST SIDE
 KV6675'OF SCUDDERS MILL ROAD, COUNTY ROAD 614, NEAR THE NORTHEAST CORNER OF
 KV6675'THE JUNCTION WITH U.S. HIGHWAY 1.  THE STATION IS 12.9 M (42.3 FT)
 KV6675'NORTHEAST FROM THE CENTERLINE OF THE WESTBOUND LANES OF SCUDDERS MILL
 KV6675'ROAD, 4.4 M (14.4 FT) NORTHEAST FROM THE NORTHEAST CURBLINE OF
 KV6675'SCUDDERS MILL ROAD, 12.7 M (41.7 FT) NORTH NORTHWEST FROM THE CENTER
 KV6675'OF AN INLET ON THE NORTHEAST CURBLINE OF SCUDDERS MILL ROAD, 3.75 M
 KV6675'(12.30 FT) NORTH FROM AN END OF COUNTY ROAD 614 SIGN, 29.3 M (96.1
 KV6675'FT) SOUTH FROM THE SOUTHWEST CORNER OF THE CONCRETE SIGN FOR
 KV6675'PRINCETON FORRESTAL CENTER PLAINSBORO NEW JERSEY, 51.1 M (167.7 FT)
 KV6675'SOUTH SOUTHEAST FROM POLE NUMBER A61474PO, 33.6 M (110.2 FT)
 KV6675'SOUTHEAST FROM THE CENTER OF AN INLET AND 13.4 M (44.0 FT) SOUTHWEST
 KV6675'FROM THE SOUTHERN MOST TREE OF A CLUSTER OF PINE TREES.  THE STATION
 KV6675'IS SET FLUSH WITH THE GROUND.
 KV6675
 KV6675                          STATION RECOVERY (1991)
 KV6675
 KV6675'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV6675'RECOVERED IN GOOD CONDITION.
 KV6675
 KV6675                          STATION RECOVERY (2003)
 KV6675
 KV6675'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (MVI)
 KV6675'RECOVERED AS DESCRIBED WITH THIS ADDITION. STATION IS 31.0 M SOUTH OF
 KV6675'LIGHT POST NUMBER SM04240.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6736 ***********************************************************************
 KV6736  DESIGNATION -  12 N 1
 KV6736  PID         -  KV6736
 KV6736  STATE/COUNTY-  NJ/MIDDLESEX
 KV6736  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6736
 KV6736                         *CURRENT SURVEY CONTROL
 KV6736  ___________________________________________________________________
 KV6736* NAD 83(1996)-  40 28 00.34857(N)    074 25 36.35797(W)     ADJUSTED  
 KV6736* NAVD 88     -        10.4    (meters)      34.     (feet)  GPS OBS   
 KV6736  ___________________________________________________________________
 KV6736  X           -   1,304,552.461 (meters)                     COMP
 KV6736  Y           -  -4,680,823.108 (meters)                     COMP
 KV6736  Z           -   4,117,538.203 (meters)                     COMP
 KV6736  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 KV6736  ELLIP HEIGHT-         -22.42  (meters)          (10/23/02) GPS OBS
 KV6736  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV6736
 KV6736  HORZ ORDER  -  FIRST
 KV6736  ELLP ORDER  -  FOURTH    CLASS I
 KV6736
 KV6736.The horizontal coordinates were established by GPS observations
 KV6736.and adjusted by the National Geodetic Survey in May 1999..
 KV6736
 KV6736.The orthometric height was determined by GPS observations and a
 KV6736.high-resolution geoid model.
 KV6736
 KV6736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6736
 KV6736.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6736
 KV6736.The ellipsoidal height was determined by GPS observations
 KV6736.and is referenced to NAD 83.
 KV6736
 KV6736.The geoid height was determined by GEOID03.
 KV6736
 KV6736;                    North         East     Units Scale Factor Converg.
 KV6736;SPC NJ       -   181,340.809   156,210.316   MT  0.99990047   +0 02 51.1
 KV6736;SPC NJ       -   594,948.97    512,500.01   sFT  0.99990047   +0 02 51.1
 KV6736;UTM  18      - 4,479,723.271   548,596.411   MT  0.99962907   +0 22 19.3
 KV6736
 KV6736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6736!SPC NJ       -   1.00000352  x   0.99990047  =   0.99990399
 KV6736!UTM  18      -   1.00000352  x   0.99962907  =   0.99963259
 KV6736
 KV6736:                Primary Azimuth Mark                     Grid Az
 KV6736:SPC NJ       -  12 P 1                                   168 19 32.6
 KV6736:UTM  18      -  12 P 1                                   168 00 04.4
 KV6736
 KV6736|---------------------------------------------------------------------|
 KV6736| PID    Reference Object                     Distance      Geod. Az  |
 KV6736|                                                           dddmmss.s |
 KV6736| KV6738 12 P 1                              409.094 METERS 1682223.7 |
 KV6736|---------------------------------------------------------------------|
 KV6736
 KV6736                          SUPERSEDED SURVEY CONTROL
 KV6736
 KV6736  NAD 83(1996)-  40 28 00.34832(N)    074 25 36.35960(W) AD(       ) 1
 KV6736  NAD 83(1986)-  40 28 00.34797(N)    074 25 36.36000(W) AD(       ) 1
 KV6736
 KV6736.Superseded values are not recommended for survey control.
 KV6736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6736.See file dsdata.txt to determine how the superseded data were derived.
 KV6736
 KV6736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4859679723(NAD 83)
 KV6736_MARKER: DD = SURVEY DISK
 KV6736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6736_SP_SET: CONCRETE POST
 KV6736_STAMPING: 12 N 1 1991
 KV6736_MARK LOGO: NJGS  
 KV6736_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6736+STABILITY: SURFACE MOTION
 KV6736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6736+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1992
 KV6736
 KV6736  HISTORY     - Date     Condition        Report By
 KV6736  HISTORY     - 1991     MONUMENTED       NJGS
 KV6736  HISTORY     - 19920205 GOOD
 KV6736
 KV6736                          STATION DESCRIPTION
 KV6736
 KV6736'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6736'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON THE WESTERLY SIDE
 KV6736'OF COUNTY ROAD 3 R 10,  ALSO KNOWN AS RYDERS LANE.  TO REACH THE
 KV6736'STATION GO 0.5 MI (0.8 KM) SOUTHERLY ALONG RYDERS LANE FROM THE
 KV6736'INTERSECTION OF RYDERS LANE AND US HIGHWAY 1.  THE STATION IS ON THE
 KV6736'RIGHT.  4.5 FT (1.4 M) WESTERLY OF THE FACE OF CONCRETE CURB,  82.0
 KV6736'FT (25.0 M) SOUTHERLY FROM THE SOUTHERLY CONCRETE BRIDGE ABUTMENT OF
 KV6736'THE BRIDGE OVER WESTONS MILL POND,  149.3 FT (45.5 M) NORTHWEST FROM
 KV6736'THE CENTER OF TWO CURB TYPE INLETS,  40.0 FT (12.2 M) WEST OF THE
 KV6736'FACE OF CONCRETE CURB WHICH IS SITUATED ON THE WESTERLY SIDE OF THE
 KV6736'CENTER CONCRETE MEDIAN.  THE STATION IS 0.1 FT (0.0 M) BELOW THE
 KV6736'GROUND.
 KV6736
 KV6736                          STATION RECOVERY (1992)
 KV6736
 KV6736'RECOVERED 1992
 KV6736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6737 ***********************************************************************
 KV6737  DESIGNATION -  12 N 2
 KV6737  PID         -  KV6737
 KV6737  STATE/COUNTY-  NJ/MIDDLESEX
 KV6737  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6737
 KV6737                         *CURRENT SURVEY CONTROL
 KV6737  ___________________________________________________________________
 KV6737* NAD 83(1996)-  40 24 30.84759(N)    074 22 58.17251(W)     ADJUSTED  
 KV6737* NAVD 88     -        17.9    (meters)      59.     (feet)  GPS OBS   
 KV6737  ___________________________________________________________________
 KV6737  X           -   1,309,271.780 (meters)                     COMP
 KV6737  Y           -  -4,683,863.640 (meters)                     COMP
 KV6737  Z           -   4,112,624.835 (meters)                     COMP
 KV6737  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 KV6737  ELLIP HEIGHT-         -14.69  (meters)          (10/23/02) GPS OBS
 KV6737  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KV6737
 KV6737  HORZ ORDER  -  FIRST
 KV6737  ELLP ORDER  -  FOURTH    CLASS I
 KV6737
 KV6737.The horizontal coordinates were established by GPS observations
 KV6737.and adjusted by the National Geodetic Survey in May 1999..
 KV6737
 KV6737.The orthometric height was determined by GPS observations and a
 KV6737.high-resolution geoid model.
 KV6737
 KV6737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6737
 KV6737.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6737
 KV6737.The ellipsoidal height was determined by GPS observations
 KV6737.and is referenced to NAD 83.
 KV6737
 KV6737.The geoid height was determined by GEOID03.
 KV6737
 KV6737;                    North         East     Units Scale Factor Converg.
 KV6737;SPC NJ       -   174,883.353   159,945.082   MT  0.99990122   +0 04 33.4
 KV6737;SPC NJ       -   573,763.13    524,753.16   sFT  0.99990122   +0 04 33.4
 KV6737;UTM  18      - 4,473,288.792   552,366.654   MT  0.99963376   +0 24 00.3
 KV6737
 KV6737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6737!SPC NJ       -   1.00000230  x   0.99990122  =   0.99990352
 KV6737!UTM  18      -   1.00000230  x   0.99963376  =   0.99963606
 KV6737
 KV6737:                Primary Azimuth Mark                     Grid Az
 KV6737:SPC NJ       -  12 P 2                                   252 04 06.4
 KV6737:UTM  18      -  12 P 2                                   251 44 39.5
 KV6737
 KV6737|---------------------------------------------------------------------|
 KV6737| PID    Reference Object                     Distance      Geod. Az  |
 KV6737|                                                           dddmmss.s |
 KV6737| KV6739 12 P 2                              441.631 METERS 2520839.8 |
 KV6737|---------------------------------------------------------------------|
 KV6737
 KV6737                          SUPERSEDED SURVEY CONTROL
 KV6737
 KV6737  ELLIP H (05/14/99)  -14.68   (m)                       GP(       ) 4 1
 KV6737  NAD 83(1986)-  40 24 30.84737(N)    074 22 58.17486(W) AD(       ) 1
 KV6737
 KV6737.Superseded values are not recommended for survey control.
 KV6737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6737.See file dsdata.txt to determine how the superseded data were derived.
 KV6737
 KV6737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5236773289(NAD 83)
 KV6737_MARKER: DD = SURVEY DISK
 KV6737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6737_SP_SET: CONCRETE POST
 KV6737_STAMPING: 12 N 2 1991
 KV6737_MARK LOGO: NJGS  
 KV6737_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6737+STABILITY: SURFACE MOTION
 KV6737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6737+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1992
 KV6737
 KV6737  HISTORY     - Date     Condition        Report By
 KV6737  HISTORY     - 1991     MONUMENTED       NJGS
 KV6737  HISTORY     - 19920203 GOOD
 KV6737
 KV6737                          STATION DESCRIPTION
 KV6737
 KV6737'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6737'THE STATION IS LOCATED IN THE BOROUGH OF SPOTSWOOD ON THE SOUTH SIDE
 KV6737'OF OLD STAGE ROAD NEAR THE INTERSECTION OF KAREN STREET.  TO REACH
 KV6737'THE STATION GO 0.3 MI (0.5 KM) EASTERLY ALONG OLD STAGE ROAD FROM THE
 KV6737'INTERSECTION OF COUNTY ROAD 613,  ALSO KNOWN AS SUMMERHILL ROAD,  AND
 KV6737'OLD STAGE ROAD.  THE STATION IS LOCATED ON THE RIGHT ON THE SOUTHEAST
 KV6737'CORNER OF KAREN STREET BETWEEN THE CURB AND SIDEWALK.  2.3 FT
 KV6737'(0.7 M) SOUTHERLY FROM THE FACE OF THE CONCRETE CURB,  43.8 FT
 KV6737'(13.4 M) NORTHEASTERLY FROM THE CENTERLINE OF KAREN STREET,  69.4 FT
 KV6737'(21.2 M) NORTHEASTERLY OF POLE JC680SDB,  72.8 FT (22.2 M) SOUTHEAST
 KV6737'OF POLE JC170EBT,  59.0 FT (18.0 M) SOUTHWESTERLY FROM THE END OF THE
 KV6737'EXISTING CONCRETE CURB ON OLD STAGE ROAD.  THE STATION IS 0.1 FT
 KV6737'(0.0 M) BELOW THE GROUND.
 KV6737
 KV6737                          STATION RECOVERY (1992)
 KV6737
 KV6737'RECOVERED 1992
 KV6737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6805 ***********************************************************************
 KV6805  DESIGNATION -  12 N 3
 KV6805  PID         -  KV6805
 KV6805  STATE/COUNTY-  NJ/MIDDLESEX
 KV6805  USGS QUAD   -  PERTH AMBOY (1981)
 KV6805
 KV6805                         *CURRENT SURVEY CONTROL
 KV6805  ___________________________________________________________________
 KV6805* NAD 83(1996)-  40 35 04.92642(N)    074 21 17.72336(W)     ADJUSTED  
 KV6805* NAVD 88     -        43.2    (meters)     142.     (feet)  GPS OBS   
 KV6805  ___________________________________________________________________
 KV6805  X           -   1,308,132.499 (meters)                     COMP
 KV6805  Y           -  -4,671,013.067 (meters)                     COMP
 KV6805  Z           -   4,127,514.313 (meters)                     COMP
 KV6805  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 KV6805  ELLIP HEIGHT-          10.42  (meters)          (10/23/02) GPS OBS
 KV6805  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KV6805
 KV6805  HORZ ORDER  -  FIRST
 KV6805  ELLP ORDER  -  FOURTH    CLASS I
 KV6805
 KV6805.The horizontal coordinates were established by GPS observations
 KV6805.and adjusted by the National Geodetic Survey in May 1999..
 KV6805
 KV6805.The orthometric height was determined by GPS observations and a
 KV6805.high-resolution geoid model.
 KV6805
 KV6805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6805
 KV6805.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6805
 KV6805.The ellipsoidal height was determined by GPS observations
 KV6805.and is referenced to NAD 83.
 KV6805
 KV6805.The geoid height was determined by GEOID03.
 KV6805
 KV6805;                    North         East     Units Scale Factor Converg.
 KV6805;SPC NJ       -   194,443.468   162,281.133   MT  0.99990186   +0 05 39.8
 KV6805;SPC NJ       -   637,936.61    532,417.35   sFT  0.99990186   +0 05 39.8
 KV6805;UTM  18      - 4,492,856.619   554,591.222   MT  0.99963668   +0 25 10.8
 KV6805
 KV6805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6805!SPC NJ       -   0.99999837  x   0.99990186  =   0.99990023
 KV6805!UTM  18      -   0.99999837  x   0.99963668  =   0.99963505
 KV6805
 KV6805                          SUPERSEDED SURVEY CONTROL
 KV6805
 KV6805  ELLIP H (05/14/99)   10.43   (m)                       GP(       ) 4 1
 KV6805  NAD 83(1996)-  40 35 04.92606(N)    074 21 17.72383(W) AD(       ) 1
 KV6805  NAD 83(1992)-  40 35 04.92498(N)    074 21 17.72338(W) AD(       ) 1
 KV6805  ELLIP H (04/25/94)   10.37   (m)                       GP(       ) 3 1
 KV6805  NAD 83(1986)-  40 35 04.92555(N)    074 21 17.72525(W) AD(       ) 1
 KV6805
 KV6805.Superseded values are not recommended for survey control.
 KV6805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6805.See file dsdata.txt to determine how the superseded data were derived.
 KV6805
 KV6805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5459192857(NAD 83)
 KV6805_MARKER: DD = SURVEY DISK
 KV6805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6805_SP_SET: CONCRETE POST
 KV6805_STAMPING: 12 N 3 1992
 KV6805_MARK LOGO: NJGS  
 KV6805_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6805+STABILITY: SURFACE MOTION
 KV6805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6805+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 KV6805
 KV6805  HISTORY     - Date     Condition        Report By
 KV6805  HISTORY     - 1992     MONUMENTED       NJGS
 KV6805  HISTORY     - 19930322 GOOD             NJHA
 KV6805  HISTORY     - 20040708 GOOD             GEOCAC
 KV6805
 KV6805                          STATION DESCRIPTION
 KV6805
 KV6805'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6805'THE STATION IS LOCATED IN EDISON TOWNSHIP ON THE NORTH SIDE OF NEW
 KV6805'DOVER ROAD ALONG THE EXIT DRIVEWAY LEADING FROM THE JAMES MADISON
 KV6805'PRIMARY SCHOOL NUMBER 20 AND THE JAMES MADISON INTERMEDIATE SCHOOL
 KV6805'NUMBER 10 AND BEHIND THE EDISON TOWNSHIP FIRST AID SQUAD NUMBER 2,
 KV6805'848 NEW DOVER ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV6805'NEW DOVER ROAD BRIDGE AND THE GARDEN STATE PARKWAY, WHICH IS ABOUT
 KV6805'1.O MI NORTH OF INTERCHANGE 131, GO WEST ON NEW DOVER ROAD FOR 1.5 MI
 KV6805'(2.4 KM) TO THE STATION ON THE RIGHT, BEHIND THE ONE STORY GRAY
 KV6805'PAINTED BLOCK RESCUE SQUAD BUILDING.  THE STATION IS 0.7 M (2.3 FT)
 KV6805'WEST FROM THE WEST CURB OF THE EXIT DRIVE, 0.6 M (2.0 FT) EAST FROM
 KV6805'THE EAST EDGE OF THE SIDEWALK, 7.2 M (23.6 FT) EAST FROM THE EAST
 KV6805'EDGE OF THE RESCUE SQUAD PARKING LOT, 24.9 M (81.7 FT) NORTHEAST FROM
 KV6805'THE NORTHEAST CORNER OF THE RESCUE SQUAD BUILDING AND 28.6 M
 KV6805'(93.8 FT) SOUTH FROM THE NORTHEAST CORNER OF THE PARKING LOT.
 KV6805
 KV6805                          STATION RECOVERY (1993)
 KV6805
 KV6805'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 KV6805'RECOVERED IN GOOD CONDITION.
 KV6805
 KV6805                          STATION RECOVERY (2004)
 KV6805
 KV6805'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 KV6805'THE SCHOOL DRIVEWAY IS NOW NAMED WEINFELD DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6738 ***********************************************************************
 KV6738  DESIGNATION -  12 P 1
 KV6738  PID         -  KV6738
 KV6738  STATE/COUNTY-  NJ/MIDDLESEX
 KV6738  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6738
 KV6738                         *CURRENT SURVEY CONTROL
 KV6738  ___________________________________________________________________
 KV6738* NAD 83(1996)-  40 27 47.35797(N)    074 25 32.85845(W)     ADJUSTED  
 KV6738* NAVD 88     -        23.4    (meters)      77.     (feet)  GPS OBS   
 KV6738  ___________________________________________________________________
 KV6738  X           -   1,304,704.357 (meters)                     COMP
 KV6738  Y           -  -4,681,061.023 (meters)                     COMP
 KV6738  Z           -   4,117,241.806 (meters)                     COMP
 KV6738  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 KV6738  ELLIP HEIGHT-          -9.39  (meters)          (10/23/02) GPS OBS
 KV6738  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV6738
 KV6738  HORZ ORDER  -  FIRST
 KV6738  ELLP ORDER  -  FOURTH    CLASS I
 KV6738
 KV6738.The horizontal coordinates were established by GPS observations
 KV6738.and adjusted by the National Geodetic Survey in May 1999..
 KV6738
 KV6738.The orthometric height was determined by GPS observations and a
 KV6738.high-resolution geoid model.
 KV6738
 KV6738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6738
 KV6738.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6738
 KV6738.The ellipsoidal height was determined by GPS observations
 KV6738.and is referenced to NAD 83.
 KV6738
 KV6738.The geoid height was determined by GEOID03.
 KV6738
 KV6738;                    North         East     Units Scale Factor Converg.
 KV6738;SPC NJ       -   180,940.217   156,293.086   MT  0.99990049   +0 02 53.4
 KV6738;SPC NJ       -   593,634.70    512,771.57   sFT  0.99990049   +0 02 53.4
 KV6738;UTM  18      - 4,479,323.263   548,681.427   MT  0.99962917   +0 22 21.5
 KV6738
 KV6738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6738!SPC NJ       -   1.00000147  x   0.99990049  =   0.99990196
 KV6738!UTM  18      -   1.00000147  x   0.99962917  =   0.99963064
 KV6738
 KV6738:                Primary Azimuth Mark                     Grid Az
 KV6738:SPC NJ       -  12 N 1                                   348 19 32.6
 KV6738:UTM  18      -  12 N 1                                   348 00 04.5
 KV6738
 KV6738|---------------------------------------------------------------------|
 KV6738| PID    Reference Object                     Distance      Geod. Az  |
 KV6738|                                                           dddmmss.s |
 KV6738| KV6736 12 N 1                              409.094 METERS 3482226.0 |
 KV6738|---------------------------------------------------------------------|
 KV6738
 KV6738                          SUPERSEDED SURVEY CONTROL
 KV6738
 KV6738  NAD 83(1996)-  40 27 47.35771(N)    074 25 32.86013(W) AD(       ) 1
 KV6738  NAD 83(1986)-  40 27 47.35741(N)    074 25 32.86052(W) AD(       ) 1
 KV6738
 KV6738.Superseded values are not recommended for survey control.
 KV6738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6738.See file dsdata.txt to determine how the superseded data were derived.
 KV6738
 KV6738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4868179323(NAD 83)
 KV6738_MARKER: DD = SURVEY DISK
 KV6738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6738_SP_SET: CONCRETE POST
 KV6738_STAMPING: 12 P 1 1991
 KV6738_MARK LOGO: NJGS  
 KV6738_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6738+STABILITY: SURFACE MOTION
 KV6738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6738+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 KV6738
 KV6738  HISTORY     - Date     Condition        Report By
 KV6738  HISTORY     - 1991     MONUMENTED       NJGS
 KV6738  HISTORY     - 19920205 GOOD
 KV6738  HISTORY     - 20030331 GOOD             JCLS
 KV6738
 KV6738                          STATION DESCRIPTION
 KV6738
 KV6738'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6738'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP IN THE MIDDLE OF THE
 KV6738'GRASSED MEDIAN OF COUNTY ROAD 3 R 10,  ALSO KNOWN AS RYDERS LANE. TO
 KV6738'REACH THE STATION GO 0.8 MI (1.3 KM) SOUTHERLY ALONG RYDERS LANE FROM
 KV6738'THE INTERSECTION OF RYDERS LANE AND US HIGHWAY 1.  THE STATION IS ON
 KV6738'THE LEFT.  8.0 FT (2.4 M) EAST OF THE FACE OF THE CONCRETE CURB ON
 KV6738'THE WESTERLY SIDE OF THE ISLAND,  45.7 FT (13.9 M) WEST OF A FIRE
 KV6738'HYDRANT LOCATED IN FRONT OF DWELLING NUMBER 58 RYDERS LANE,  54.1 FT
 KV6738'(16.5 M) SOUTHWEST FROM POLE 6361EB,  106.8 FT (32.6 M) NORTHEAST
 KV6738'FROM THE EDGE OF THE CONCRETE SECTION INSIDE THE GRASSED MEDIAN,
 KV6738'19.0 FT (5.8 M) NORTHEAST OF A METAL SIGN INSIDE THE MEDIAN ENTITLED
 KV6738'LANE FOR LEFT TURN ONLY.  THE STATION IS 0.1 FT (0.0 M) BELOW THE
 KV6738'GROUND.
 KV6738
 KV6738                          STATION RECOVERY (1992)
 KV6738
 KV6738'RECOVERED 1992
 KV6738'RECOVERED IN GOOD CONDITION.
 KV6738
 KV6738                          STATION RECOVERY (2003)
 KV6738
 KV6738'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 KV6738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6739 ***********************************************************************
 KV6739  DESIGNATION -  12 P 2
 KV6739  PID         -  KV6739
 KV6739  STATE/COUNTY-  NJ/MIDDLESEX
 KV6739  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6739
 KV6739                         *CURRENT SURVEY CONTROL
 KV6739  ___________________________________________________________________
 KV6739* NAD 83(1996)-  40 24 26.45713(N)    074 23 16.00021(W)     ADJUSTED  
 KV6739* NAVD 88     -        13.3    (meters)      44.     (feet)  GPS OBS   
 KV6739  ___________________________________________________________________
 KV6739  X           -   1,308,889.616 (meters)                     COMP
 KV6739  Y           -  -4,684,057.921 (meters)                     COMP
 KV6739  Z           -   4,112,518.702 (meters)                     COMP
 KV6739  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 KV6739  ELLIP HEIGHT-         -19.34  (meters)          (10/23/02) GPS OBS
 KV6739  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KV6739
 KV6739  HORZ ORDER  -  FIRST
 KV6739  ELLP ORDER  -  FOURTH    CLASS I
 KV6739
 KV6739.The horizontal coordinates were established by GPS observations
 KV6739.and adjusted by the National Geodetic Survey in May 1999..
 KV6739
 KV6739.The orthometric height was determined by GPS observations and a
 KV6739.high-resolution geoid model.
 KV6739
 KV6739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6739
 KV6739.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6739
 KV6739.The ellipsoidal height was determined by GPS observations
 KV6739.and is referenced to NAD 83.
 KV6739
 KV6739.The geoid height was determined by GEOID03.
 KV6739
 KV6739;                    North         East     Units Scale Factor Converg.
 KV6739;SPC NJ       -   174,747.396   159,524.945   MT  0.99990112   +0 04 21.9
 KV6739;SPC NJ       -   573,317.08    523,374.76   sFT  0.99990112   +0 04 21.9
 KV6739;UTM  18      - 4,473,150.499   551,947.405   MT  0.99963322   +0 23 48.7
 KV6739
 KV6739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6739!SPC NJ       -   1.00000303  x   0.99990112  =   0.99990415
 KV6739!UTM  18      -   1.00000303  x   0.99963322  =   0.99963625
 KV6739
 KV6739:                Primary Azimuth Mark                     Grid Az
 KV6739:SPC NJ       -  12 N 2                                   072 04 06.4
 KV6739:UTM  18      -  12 N 2                                   071 44 39.6
 KV6739
 KV6739|---------------------------------------------------------------------|
 KV6739| PID    Reference Object                     Distance      Geod. Az  |
 KV6739|                                                           dddmmss.s |
 KV6739| KV6737 12 N 2                              441.631 METERS 0720828.3 |
 KV6739|---------------------------------------------------------------------|
 KV6739
 KV6739                          SUPERSEDED SURVEY CONTROL
 KV6739
 KV6739  NAD 83(1986)-  40 24 26.45678(N)    074 23 16.00258(W) AD(       ) 1
 KV6739
 KV6739.Superseded values are not recommended for survey control.
 KV6739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6739.See file dsdata.txt to determine how the superseded data were derived.
 KV6739
 KV6739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5194773150(NAD 83)
 KV6739_MARKER: DD = SURVEY DISK
 KV6739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6739_SP_SET: CONCRETE POST
 KV6739_STAMPING: 12 P 2 1991
 KV6739_MARK LOGO: NJGS  
 KV6739_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6739+STABILITY: SURFACE MOTION
 KV6739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6739+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 KV6739
 KV6739  HISTORY     - Date     Condition        Report By
 KV6739  HISTORY     - 1991     MONUMENTED       NJGS
 KV6739  HISTORY     - 19920204 GOOD
 KV6739
 KV6739                          STATION DESCRIPTION
 KV6739
 KV6739'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6739'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON THE NORTH SIDE OF
 KV6739'OLD STAGE ROAD.  TO REACH THE STATION GO 114.0 FT (34.7 M)
 KV6739'SOUTHWESTERLY ALONG OLD STAGE ROAD FROM THE INTERSECTION OF COUNTY
 KV6739'ROAD  613,  ALSO KNOWN AS SUMMERHILL ROAD,   AND OLD STAGE ROAD.  THE
 KV6739'STATION IS ON THE RIGHT BETWEEN THE CURB AND SIDEWALK.  13.3 FT
 KV6739'(4.1 M) EAST OF POLE JC73EBW,  2.9 FT (0.9 M) NORTH OF THE FACE OF
 KV6739'CURB, 74.4 FT (22.7 M) SOUTHWEST FROM THE CENTER OF A MANHOLE IN THE
 KV6739'SIDEWALK MARKED EBSA,  42.3 FT (12.9 M) SOUTHWEST OF A SIGN ENTITLED
 KV6739'TRUCKS REGISTERED OVER 4 TONS EXCLUDED AND NO STOPPING OR STANDING
 KV6739'SIGN UNDERNEATH,  44.1 FT (13.4 M) NORTHEAST OF POLE JC73X5SDB,  51.4
 KV6739'FT (15.7 M) SOUTHWEST OF THE SOUTHEAST CORNER OF THE BRICK BUILDING
 KV6739'BELONGING TO MACK PROPERTIES COMPANY NUMBER 3.  THE STATION IS FLUSH
 KV6739'WITH THE GROUND.
 KV6739
 KV6739                          STATION RECOVERY (1992)
 KV6739
 KV6739'RECOVERED 1992
 KV6739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6952 ***********************************************************************
 KV6952  DESIGNATION -  12 P 3
 KV6952  PID         -  KV6952
 KV6952  STATE/COUNTY-  NJ/MIDDLESEX
 KV6952  USGS QUAD   -  FREEHOLD (1981)
 KV6952
 KV6952                         *CURRENT SURVEY CONTROL
 KV6952  ___________________________________________________________________
 KV6952* NAD 83(1996)-  40 20 00.23501(N)    074 20 33.45436(W)     ADJUSTED  
 KV6952* NAVD 88     -        25.1    (meters)      82.     (feet)  GPS OBS   
 KV6952  ___________________________________________________________________
 KV6952  X           -   1,314,018.388 (meters)                     COMP
 KV6952  Y           -  -4,688,155.260 (meters)                     COMP
 KV6952  Z           -   4,106,270.255 (meters)                     COMP
 KV6952  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 KV6952  ELLIP HEIGHT-          -7.39  (meters)          (10/23/02) GPS OBS
 KV6952  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV6952
 KV6952  HORZ ORDER  -  FIRST
 KV6952  ELLP ORDER  -  FOURTH    CLASS I
 KV6952
 KV6952.This mark is at Old Bridge Airport (3N6)
 KV6952
 KV6952.The horizontal coordinates were established by GPS observations
 KV6952.and adjusted by the National Geodetic Survey in May 1999..
 KV6952
 KV6952.The orthometric height was determined by GPS observations and a
 KV6952.high-resolution geoid model.
 KV6952
 KV6952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6952
 KV6952.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6952
 KV6952.The ellipsoidal height was determined by GPS observations
 KV6952.and is referenced to NAD 83.
 KV6952
 KV6952.The geoid height was determined by GEOID03.
 KV6952
 KV6952;                    North         East     Units Scale Factor Converg.
 KV6952;SPC NJ       -   166,542.453   163,371.834   MT  0.99990220   +0 06 06.7
 KV6952;SPC NJ       -   546,398.03    535,995.76   sFT  0.99990220   +0 06 06.7
 KV6952;UTM  18      - 4,464,969.608   555,839.576   MT  0.99963838   +0 25 31.7
 KV6952
 KV6952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6952!SPC NJ       -   1.00000116  x   0.99990220  =   0.99990336
 KV6952!UTM  18      -   1.00000116  x   0.99963838  =   0.99963954
 KV6952
 KV6952                          SUPERSEDED SURVEY CONTROL
 KV6952
 KV6952  NAD 83(1992)-  40 20 00.23434(N)    074 20 33.45440(W) AD(       ) 1
 KV6952  ELLIP H (09/14/94)   -7.45   (m)                       GP(       ) 3 1
 KV6952  NAD 83(1986)-  40 20 00.23533(N)    074 20 33.45678(W) AD(       ) 1
 KV6952
 KV6952.Superseded values are not recommended for survey control.
 KV6952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6952.See file dsdata.txt to determine how the superseded data were derived.
 KV6952
 KV6952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5584064970(NAD 83)
 KV6952_MARKER: DD = SURVEY DISK
 KV6952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6952_SP_SET: CONCRETE POST
 KV6952_STAMPING: 12 P 3 1992
 KV6952_MARK LOGO: NJGS  
 KV6952_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6952+STABILITY: SURFACE MOTION
 KV6952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6952+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1993
 KV6952
 KV6952  HISTORY     - Date     Condition        Report By
 KV6952  HISTORY     - 1992     MONUMENTED       NJGS
 KV6952  HISTORY     - 19931103 GOOD             NJGS
 KV6952
 KV6952                          STATION DESCRIPTION
 KV6952
 KV6952'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6952'THE STATION IS LOCATED IN MONROE TOWNSHIP IN MIDDLESEX COUNTY WITHIN
 KV6952'THE BOUNDARY OF THE OLD BRIDGE AIRPORT, LOCATED ON THE SOUTHEAST SIDE
 KV6952'OF PENSION ROAD.  THE AIRPORT IS OWNED BY MADISON INCORPORATED.  182
 KV6952'PENSION ROAD, ENGLISHTOWN NEW JERSEY 07726.  THE AIRPORT MANAGER IS
 KV6952'MR. PAUL CERNIGLIA, OLD BRIDGE AIRPORT, P O BOX 616, OLD BRIDGE NEW
 KV6952'JERSEY 08857.  PHONE NUMBER 908 446 7800 OR 908 446 0303.  TO REACH
 KV6952'THE STATION FROM THE FORMER POST OFFICE IN THE BOROUGH OF
 KV6952'ENGLISHTOWN, MONMOUTH COUNTY, LOCATED AT THE SOUTHERLY CORNER OF
 KV6952'MONMOUTH COUNTY ROADS 522 AND 527, NORTH MAIN STREET, GO NORTH ON
 KV6952'ROUTE 527, CROSSING THE MIDDLESEX COUNTY LINE, FOR 3.25 MI (5.23 KM)
 KV6952'TO A REVERSE WYE INTERSECTION WITH PENSION ROAD ON THE RIGHT.  TURN
 KV6952'RIGHT ONTO PENSION ROAD AND GO SOUTH SOUTHEAST FOR 1.1 MI (1.8 KM) TO
 KV6952'A PAVED ROAD AND THE ENTRANCE TO THE OLD BRIDGE AIRPORT ON THE LEFT.
 KV6952'TURN LEFT AND GO NORTHEAST ON THE PAVED ROAD FOR 0.2 MI (0.3 KM) TO
 KV6952'THE NORTHEAST SOUTHWEST TAXIWAY.  TURN LEFT AND GO TO THE NORTHEAST
 KV6952'END OF THE RUNWAY AND THE STATION ON THE RIGHT, SET FLUSH WITH THE
 KV6952'GROUND BETWEEN THE RUNWAY AND THE TAXIWAY.   THE STATION IS 12.2 M
 KV6952'(40.0 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF PAVING OF THE TAXIWAY,
 KV6952'12.2M NORTHWEST FROM THE NORTHWEST EDGE OF PAVING OF THE RUNWAY AND
 KV6952'12.2 M (40.0 FT) SOUTHWEST FROM THE EDGE OF PAVING AT THE END OF THE
 KV6952'TURN AROUND LEADING FROM THE TAXIWAY INTO THE RUNWAY.
 KV6952
 KV6952                          STATION RECOVERY (1993)
 KV6952
 KV6952'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6952'THE STATION IS LOCATED IN MONROE TOWNSHIP IN MIDDLESEX COUNTY WITHIN
 KV6952'THE BOUNDARY OF THE OLD BRIDGE AIRPORT, LOCATED ON THE SOUTHEAST SIDE
 KV6952'OF PENSION ROAD.  THE AIRPORT IS OWNED BY MADISON INCORPORATED.  182
 KV6952'PENSION ROAD, ENGLISHTOWN NEW JERSEY 07726.  THE AIRPORT MANAGER IS
 KV6952'MR. PAUL CERNIGLIA, OLD BRIDGE AIRPORT, P O BOX 616, OLD BRIDGE NEW
 KV6952'JERSEY 08857.  PHONE NUMBER 908 446 7800 OR 908 446 0303.  TO REACH
 KV6952'THE STATION FROM THE FORMER POST OFFICE IN THE BOROUGH OF
 KV6952'ENGLISHTOWN, MONMOUTH COUNTY, LOCATED AT THE SOUTHERLY CORNER OF
 KV6952'MONMOUTH COUNTY ROADS 522 AND 527, NORTH MAIN STREET, GO NORTH ON
 KV6952'ROUTE 527, CROSSING THE MIDDLESEX COUNTY LINE, FOR 3.25 MI (5.23 KM)
 KV6952'TO A REVERSE WYE INTERSECTION WITH PENSION ROAD ON THE RIGHT.  TURN
 KV6952'RIGHT ONTO PENSION ROAD AND GO SOUTH SOUTHEAST FOR 1.1 MI (1.8 KM) TO
 KV6952'A PAVED ROAD AND THE ENTRANCE TO THE OLD BRIDGE AIRPORT ON THE LEFT.
 KV6952'TURN LEFT AND GO NORTHEAST ON THE PAVED ROAD FOR 0.2 MI (0.3 KM) TO
 KV6952'THE NORTHEAST SOUTHWEST TAXIWAY.  TURN LEFT AND GO TO THE NORTHEAST
 KV6952'END OF THE RUNWAY AND THE STATION ON THE RIGHT, SET FLUSH WITH THE
 KV6952'GROUND BETWEEN THE RUNWAY AND THE TAXIWAY.   THE STATION IS 12.2 M
 KV6952'(40.0 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF PAVING OF THE TAXIWAY,
 KV6952'12.2M NORTHWEST FROM THE NORTHWEST EDGE OF PAVING OF THE RUNWAY AND
 KV6952'12.2 M (40.0 FT) SOUTHWEST FROM THE EDGE OF PAVING AT THE END OF THE
 KV6952'TURN AROUND LEADING FROM THE TAXIWAY INTO THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6740 ***********************************************************************
 KV6740  DESIGNATION -  12 Q 1
 KV6740  PID         -  KV6740
 KV6740  STATE/COUNTY-  NJ/MIDDLESEX
 KV6740  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6740
 KV6740                         *CURRENT SURVEY CONTROL
 KV6740  ___________________________________________________________________
 KV6740* NAD 83(1996)-  40 27 20.63237(N)    074 24 34.74640(W)     ADJUSTED  
 KV6740* NAVD 88     -        18.5    (meters)      61.     (feet)  GPS OBS   
 KV6740  ___________________________________________________________________
 KV6740  X           -   1,306,165.895 (meters)                     COMP
 KV6740  Y           -  -4,681,204.934 (meters)                     COMP
 KV6740  Z           -   4,116,611.412 (meters)                     COMP
 KV6740  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 KV6740  ELLIP HEIGHT-         -14.27  (meters)          (10/23/02) GPS OBS
 KV6740  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV6740
 KV6740  HORZ ORDER  -  FIRST
 KV6740  ELLP ORDER  -  FOURTH    CLASS I
 KV6740
 KV6740.The horizontal coordinates were established by GPS observations
 KV6740.and adjusted by the National Geodetic Survey in May 1999..
 KV6740
 KV6740.The orthometric height was determined by GPS observations and a
 KV6740.high-resolution geoid model.
 KV6740
 KV6740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6740
 KV6740.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6740
 KV6740.The ellipsoidal height was determined by GPS observations
 KV6740.and is referenced to NAD 83.
 KV6740
 KV6740.The geoid height was determined by GEOID03.
 KV6740
 KV6740;                    North         East     Units Scale Factor Converg.
 KV6740;SPC NJ       -   180,117.213   157,662.883   MT  0.99990072   +0 03 31.0
 KV6740;SPC NJ       -   590,934.56    517,265.64   sFT  0.99990072   +0 03 31.0
 KV6740;UTM  18      - 4,478,508.250   550,055.490   MT  0.99963084   +0 22 59.0
 KV6740
 KV6740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6740!SPC NJ       -   1.00000224  x   0.99990072  =   0.99990296
 KV6740!UTM  18      -   1.00000224  x   0.99963084  =   0.99963308
 KV6740
 KV6740                          SUPERSEDED SURVEY CONTROL
 KV6740
 KV6740  NAD 83(1996)-  40 27 20.63211(N)    074 24 34.74802(W) AD(       ) 1
 KV6740  NAD 83(1986)-  40 27 20.63187(N)    074 24 34.74865(W) AD(       ) 1
 KV6740
 KV6740.Superseded values are not recommended for survey control.
 KV6740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6740.See file dsdata.txt to determine how the superseded data were derived.
 KV6740
 KV6740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5005578508(NAD 83)
 KV6740_MARKER: DD = SURVEY DISK
 KV6740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6740_SP_SET: CONCRETE POST
 KV6740_STAMPING: 12 Q 1 1991
 KV6740_MARK LOGO: NJGS  
 KV6740_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6740+STABILITY: SURFACE MOTION
 KV6740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6740+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1992
 KV6740
 KV6740  HISTORY     - Date     Condition        Report By
 KV6740  HISTORY     - 1991     MONUMENTED       NJGS
 KV6740  HISTORY     - 19920203 GOOD
 KV6740
 KV6740                          STATION DESCRIPTION
 KV6740
 KV6740'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6740'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP IN THE REAR YARD OF
 KV6740'DWELLING NUMBER 1 ROWAN COURT NOW OR FORMERLY BELONGING TO F AND M
 KV6740'CELIBERTI.  OWNER NOTIFICATION IS ADVISABLE BEFORE OCCUPYING THE
 KV6740'STATION.  TO REACH THE STATION ENTRY IS POSSIBLE FROM TICES LANE. THE
 KV6740'STATION IS ALIGNED WITH THE PROLONGATION OF THE CENTERLINE OF HARTS
 KV6740'LINE IN A NORTHERLY DIRECTION.  58.9 FT (18.0 M) NORTHWEST OF POLE
 KV6740'EB64080,  52.3 FT (15.9 M) NORTHWEST OF THE LEFT FRONT CORNER OF
 KV6740'DWELLING NUMBER 105 TICES LANE,  66.6 FT (20.3 M) NORTHWEST OF THE
 KV6740'CENTER OF A MANHOLE MARKED EBSA,  57.1 FT (17.4 M) SOUTHWEST OF A
 KV6740'CHAIN LINK FENCE POST ON THE NORTHEAST CORNER OF CELIBERTIS PROPERTY.
 KV6740'THE STATION IS 0.1 FT (0.0 M) BELOW THE GROUND.
 KV6740
 KV6740                          STATION RECOVERY (1992)
 KV6740
 KV6740'RECOVERED 1992
 KV6740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6741 ***********************************************************************
 KV6741  DESIGNATION -  12 Q 2
 KV6741  PID         -  KV6741
 KV6741  STATE/COUNTY-  NJ/MIDDLESEX
 KV6741  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6741
 KV6741                         *CURRENT SURVEY CONTROL
 KV6741  ___________________________________________________________________
 KV6741* NAD 83(1996)-  40 24 10.37445(N)    074 24 04.49066(W)     ADJUSTED  
 KV6741* NAVD 88     -        20.7    (meters)      68.     (feet)  GPS OBS   
 KV6741  ___________________________________________________________________
 KV6741  X           -   1,307,876.377 (meters)                     COMP
 KV6741  Y           -  -4,684,680.576 (meters)                     COMP
 KV6741  Z           -   4,112,145.705 (meters)                     COMP
 KV6741  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 KV6741  ELLIP HEIGHT-         -12.01  (meters)          (10/23/02) GPS OBS
 KV6741  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KV6741
 KV6741  HORZ ORDER  -  FIRST
 KV6741  ELLP ORDER  -  FOURTH    CLASS I
 KV6741
 KV6741.The horizontal coordinates were established by GPS observations
 KV6741.and adjusted by the National Geodetic Survey in May 1999..
 KV6741
 KV6741.The orthometric height was determined by GPS observations and a
 KV6741.high-resolution geoid model.
 KV6741
 KV6741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6741
 KV6741.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6741
 KV6741.The ellipsoidal height was determined by GPS observations
 KV6741.and is referenced to NAD 83.
 KV6741
 KV6741.The geoid height was determined by GEOID03.
 KV6741
 KV6741;                    North         East     Units Scale Factor Converg.
 KV6741;SPC NJ       -   174,250.009   158,382.259   MT  0.99990086   +0 03 50.4
 KV6741;SPC NJ       -   571,685.24    519,625.79   sFT  0.99990086   +0 03 50.4
 KV6741;UTM  18      - 4,472,646.791   550,807.856   MT  0.99963178   +0 23 17.1
 KV6741
 KV6741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6741!SPC NJ       -   1.00000188  x   0.99990086  =   0.99990274
 KV6741!UTM  18      -   1.00000188  x   0.99963178  =   0.99963366
 KV6741
 KV6741                          SUPERSEDED SURVEY CONTROL
 KV6741
 KV6741  NAD 83(1986)-  40 24 10.37411(N)    074 24 04.49303(W) AD(       ) 1
 KV6741
 KV6741.Superseded values are not recommended for survey control.
 KV6741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6741.See file dsdata.txt to determine how the superseded data were derived.
 KV6741
 KV6741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5080872647(NAD 83)
 KV6741_MARKER: DD = SURVEY DISK
 KV6741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6741_SP_SET: CONCRETE POST
 KV6741_STAMPING: 12 Q 2 1991
 KV6741_MARK LOGO: NJGS  
 KV6741_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6741+STABILITY: SURFACE MOTION
 KV6741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6741+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 KV6741
 KV6741  HISTORY     - Date     Condition        Report By
 KV6741  HISTORY     - 1991     MONUMENTED       NJGS
 KV6741  HISTORY     - 19920204 GOOD
 KV6741
 KV6741                          STATION DESCRIPTION
 KV6741
 KV6741'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6741'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON OLD STAGE ROAD.
 KV6741'TO REACH THE STATION GO 0.1 MI (0.2 KM) EASTERLY ALONG OLD STAGE ROAD
 KV6741'FROM THE INTERSECTION OF NEW BRUNSWICK AVENUE AND OLD STAGE ROAD. THE
 KV6741'STATION IS ON THE LEFT ON THE NORTHEAST CORNER OF TIMOTHY LANE
 KV6741'BETWEEN THE CURB AND THE SIDEWALK.  49.7 FT (15.1 M) NORTHEAST FROM
 KV6741'THE CENTER OF A MANHOLE LOCATED IN TIMOTHY LANE AND MARKED EBSA, 31.8
 KV6741'FT (9.7 M) SOUTHEAST OF A CURB TYPE INLET,  3.3 FT (1.0 M) NORTH OF
 KV6741'THE FACE OF THE GRANITE BLOCK CURB,  50.4 FT (15.4 M) NORTHEAST OF
 KV6741'POLE JC100SDB,  118.9 FT (36.2 M) NORTHWEST OF A FIRE HYDRANT,  18.7
 KV6741'FT (5.7 M) WESTERLY OF A SIGN INDICATING THE PICTURE OF A TRAFFIC
 KV6741'SIGNAL.  THE STATION IS FLUSH WITH THE GROUND.
 KV6741
 KV6741                          STATION RECOVERY (1992)
 KV6741
 KV6741'RECOVERED 1992
 KV6741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7137 ***********************************************************************
 KV7137  DESIGNATION -  12 Q 3
 KV7137  PID         -  KV7137
 KV7137  STATE/COUNTY-  NJ/MIDDLESEX
 KV7137  USGS QUAD   -  FREEHOLD (1981)
 KV7137
 KV7137                         *CURRENT SURVEY CONTROL
 KV7137  ___________________________________________________________________
 KV7137* NAD 83(1996)-  40 22 06.52303(N)    074 18 08.66222(W)     ADJUSTED  
 KV7137* NAVD 88     -        21.9    (meters)      72.     (feet)  GPS OBS   
 KV7137  ___________________________________________________________________
 KV7137  X           -   1,316,625.986 (meters)                     COMP
 KV7137  Y           -  -4,684,801.343 (meters)                     COMP
 KV7137  Z           -   4,109,236.803 (meters)                     COMP
 KV7137  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 KV7137  ELLIP HEIGHT-         -10.56  (meters)          (10/23/02) GPS OBS
 KV7137  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV7137
 KV7137  HORZ ORDER  -  FIRST
 KV7137  ELLP ORDER  -  FOURTH    CLASS I
 KV7137
 KV7137.The horizontal coordinates were established by GPS observations
 KV7137.and adjusted by the National Geodetic Survey in May 1999..
 KV7137
 KV7137.The orthometric height was determined by GPS observations and a
 KV7137.high-resolution geoid model.
 KV7137
 KV7137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7137
 KV7137.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7137
 KV7137.The ellipsoidal height was determined by GPS observations
 KV7137.and is referenced to NAD 83.
 KV7137
 KV7137.The geoid height was determined by GEOID03.
 KV7137
 KV7137;                    North         East     Units Scale Factor Converg.
 KV7137;SPC NJ       -   170,444.252   166,780.580   MT  0.99990347   +0 07 40.7
 KV7137;SPC NJ       -   559,199.18    547,179.29   sFT  0.99990347   +0 07 40.7
 KV7137;UTM  18      - 4,468,889.577   559,225.334   MT  0.99964318   +0 27 06.6
 KV7137
 KV7137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7137!SPC NJ       -   1.00000166  x   0.99990347  =   0.99990513
 KV7137!UTM  18      -   1.00000166  x   0.99964318  =   0.99964484
 KV7137
 KV7137                          SUPERSEDED SURVEY CONTROL
 KV7137
 KV7137  NAD 83(1992)-  40 22 06.52228(N)    074 18 08.66233(W) AD(       ) 1
 KV7137  ELLIP H (09/14/94)  -10.62   (m)                       GP(       ) 3 1
 KV7137
 KV7137.Superseded values are not recommended for survey control.
 KV7137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7137.See file dsdata.txt to determine how the superseded data were derived.
 KV7137
 KV7137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5922568890(NAD 83)
 KV7137_MARKER: DD = SURVEY DISK
 KV7137_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV7137_SP_SET: PREFAB CONC. POST IN EARTH
 KV7137_STAMPING: 12 Q 3 1993
 KV7137_MARK LOGO: NJGS  
 KV7137_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV7137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7137+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2003
 KV7137
 KV7137  HISTORY     - Date     Condition        Report By
 KV7137  HISTORY     - 1993     MONUMENTED       NJGS
 KV7137  HISTORY     - 20030110 GOOD             NJGS
 KV7137
 KV7137                          STATION DESCRIPTION
 KV7137
 KV7137'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7137'THE STATION IS LOCATED IN MADISON TOWNSHIP, SET IN THE GRASS MEDIAN OF
 KV7137'STATE ROUTE 18 AT THE EXIT RAMP FROM THE NORTHBOUND LANES OF STATE
 KV7137'ROUTE 18 ONTO THE NORTHBOUND LANES OF U.S. HIGHWAY 9, LEADING TOWARD
 KV7137'THE AMBOYS.  THE STATION IS 76.6 M (251.3 FT) NORTH NORTHEAST OF AN
 KV7137'INLET IN THE MEDIAN, 2.5 M (8.2 FT) EAST SOUTHEAST OF THE RANGE OF
 KV7137'THE SOUTH NOSE OF THE EXIT RAMP, 4.3 M (14.1 FT) SOUTHWEST OF THE
 KV7137'WEST EDGE OF PAVING OF NORTHBOUND ROUTE 18 LANES, 12.5 M (41.0 FT)
 KV7137'NORTHEAST OF THE EAST EDGE OF PAVING OF THE SOUTHBOUND LANES OF STATE
 KV7137'ROUTE 18, 26.3 M (86.3 FT) NORTHWEST OF THE RANGE OF THE EXIT SIGN
 KV7137'FOR NORTHBOUND LANES OF ROUTE 18, 134 M (439.6 FT) SOUTHEAST OF THE
 KV7137'SOUTHEAST CORNER OF THE CONCRETE BRIDGE DECKING FOR THE SOUTHBOUND
 KV7137'LANES OF ROUTE 18 BRIDGE OVER U.S. HIGHWAY 9 NORTHBOUND LANES, AND
 KV7137'0.2 M (0.7 FT) BELOW THE GROUND.
 KV7137
 KV7137                          STATION RECOVERY (2003)
 KV7137
 KV7137'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (SJM)
 KV7137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6742 ***********************************************************************
 KV6742  DESIGNATION -  12 R 1
 KV6742  PID         -  KV6742
 KV6742  STATE/COUNTY-  NJ/MIDDLESEX
 KV6742  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6742
 KV6742                         *CURRENT SURVEY CONTROL
 KV6742  ___________________________________________________________________
 KV6742* NAD 83(1996)-  40 26 47.56873(N)    074 24 30.40793(W)     ADJUSTED  
 KV6742* NAVD 88     -        17.9    (meters)      59.     (feet)  GPS OBS   
 KV6742  ___________________________________________________________________
 KV6742  X           -   1,306,442.083 (meters)                     COMP
 KV6742  Y           -  -4,681,814.369 (meters)                     COMP
 KV6742  Z           -   4,115,834.965 (meters)                     COMP
 KV6742  LAPLACE CORR-           5.39  (seconds)                    DEFLEC99
 KV6742  ELLIP HEIGHT-         -14.85  (meters)          (10/23/02) GPS OBS
 KV6742  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV6742
 KV6742  HORZ ORDER  -  FIRST
 KV6742  ELLP ORDER  -  FOURTH    CLASS I
 KV6742
 KV6742.The horizontal coordinates were established by GPS observations
 KV6742.and adjusted by the National Geodetic Survey in May 1999..
 KV6742
 KV6742.The orthometric height was determined by GPS observations and a
 KV6742.high-resolution geoid model.
 KV6742
 KV6742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6742
 KV6742.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6742
 KV6742.The ellipsoidal height was determined by GPS observations
 KV6742.and is referenced to NAD 83.
 KV6742
 KV6742.The geoid height was determined by GEOID03.
 KV6742
 KV6742;                    North         East     Units Scale Factor Converg.
 KV6742;SPC NJ       -   179,097.560   157,766.153   MT  0.99990074   +0 03 33.8
 KV6742;SPC NJ       -   587,589.24    517,604.45   sFT  0.99990074   +0 03 33.8
 KV6742;UTM  18      - 4,477,489.473   550,164.502   MT  0.99963098   +0 23 01.6
 KV6742
 KV6742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6742!SPC NJ       -   1.00000233  x   0.99990074  =   0.99990307
 KV6742!UTM  18      -   1.00000233  x   0.99963098  =   0.99963331
 KV6742
 KV6742:                Primary Azimuth Mark                     Grid Az
 KV6742:SPC NJ       -  HARTS 1                                  169 34 54.0
 KV6742:UTM  18      -  HARTS 1                                  169 15 26.2
 KV6742
 KV6742|---------------------------------------------------------------------|
 KV6742| PID    Reference Object                     Distance      Geod. Az  |
 KV6742|                                                           dddmmss.s |
 KV6742| KV6760 HARTS 1                             424.700 METERS 1693827.8 |
 KV6742|---------------------------------------------------------------------|
 KV6742
 KV6742                          SUPERSEDED SURVEY CONTROL
 KV6742
 KV6742  ELLIP H (05/14/99)  -14.84   (m)                       GP(       ) 4 1
 KV6742  NAD 83(1996)-  40 26 47.56847(N)    074 24 30.40962(W) AD(       ) 1
 KV6742  NAD 83(1986)-  40 26 47.56826(N)    074 24 30.41015(W) AD(       ) 1
 KV6742
 KV6742.Superseded values are not recommended for survey control.
 KV6742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6742.See file dsdata.txt to determine how the superseded data were derived.
 KV6742
 KV6742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5016577489(NAD 83)
 KV6742_MARKER: DD = SURVEY DISK
 KV6742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6742_SP_SET: CONCRETE POST
 KV6742_STAMPING: 12 R 1 1991
 KV6742_MARK LOGO: NJGS  
 KV6742_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6742+STABILITY: SURFACE MOTION
 KV6742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6742+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1992
 KV6742
 KV6742  HISTORY     - Date     Condition        Report By
 KV6742  HISTORY     - 1991     MONUMENTED       NJGS
 KV6742  HISTORY     - 19920203 GOOD
 KV6742
 KV6742                          STATION DESCRIPTION
 KV6742
 KV6742'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6742'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON THE WESTERLY SIDE
 KV6742'OF HARTS LANE.  TO REACH THE STATION GO 0.6 MI (1.0 KM) SOUTHEASTERLY
 KV6742'ALONG HARTS LANE FROM THE INTERSECTION OF TICES LANE AND HARTS LANE.
 KV6742'THE STATION IS ON THE RIGHT.  10.0 FT (3.0 M) WEST OF THE FACE OF
 KV6742'THE CONCRETE CURB,  53.1 FT (16.2 M) SOUTH OF A FIRE HYDRANT ON THE
 KV6742'SOUTHWEST CORNER OF KIMBERLY ROAD,  69.7 FT (21.2 M) SOUTHWEST OF
 KV6742'POLE 5132,  62.9 FT (19.2 M) NORTHWEST FROM POLE 5133E,  88.2 FT
 KV6742'(26.9 M) NORTHWEST FROM CURB TYPE INLET,  63.8 FT (19.4 M) NORTHWEST
 KV6742'FROM POLE EB62839,  107.0 FT (32.6 M) SOUTHEAST OF THE CENTERLINE OF
 KV6742'KIMBERLY ROAD.  THE STATION IS FLUSH WITH THE GROUND.
 KV6742
 KV6742                          STATION RECOVERY (1992)
 KV6742
 KV6742'RECOVERED 1992
 KV6742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6743 ***********************************************************************
 KV6743  DESIGNATION -  12 R 2
 KV6743  PID         -  KV6743
 KV6743  STATE/COUNTY-  NJ/MIDDLESEX
 KV6743  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6743
 KV6743                         *CURRENT SURVEY CONTROL
 KV6743  ___________________________________________________________________
 KV6743* NAD 83(1996)-  40 24 03.40403(N)    074 24 33.03293(W)     ADJUSTED  
 KV6743* NAVD 88     -        18.5    (meters)      61.     (feet)  GPS OBS   
 KV6743  ___________________________________________________________________
 KV6743  X           -   1,307,265.131 (meters)                     COMP
 KV6743  Y           -  -4,684,994.174 (meters)                     COMP
 KV6743  Z           -   4,111,980.596 (meters)                     COMP
 KV6743  LAPLACE CORR-           5.39  (seconds)                    DEFLEC99
 KV6743  ELLIP HEIGHT-         -14.14  (meters)          (10/23/02) GPS OBS
 KV6743  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KV6743
 KV6743  HORZ ORDER  -  FIRST
 KV6743  ELLP ORDER  -  FOURTH    CLASS I
 KV6743
 KV6743.The horizontal coordinates were established by GPS observations
 KV6743.and adjusted by the National Geodetic Survey in May 1999..
 KV6743
 KV6743.The orthometric height was determined by GPS observations and a
 KV6743.high-resolution geoid model.
 KV6743
 KV6743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6743
 KV6743.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6743
 KV6743.The ellipsoidal height was determined by GPS observations
 KV6743.and is referenced to NAD 83.
 KV6743
 KV6743.The geoid height was determined by GEOID03.
 KV6743
 KV6743;                    North         East     Units Scale Factor Converg.
 KV6743;SPC NJ       -   174,034.306   157,709.505   MT  0.99990073   +0 03 31.9
 KV6743;SPC NJ       -   570,977.55    517,418.60   sFT  0.99990073   +0 03 31.9
 KV6743;UTM  18      - 4,472,427.345   550,136.514   MT  0.99963094   +0 22 58.6
 KV6743
 KV6743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6743!SPC NJ       -   1.00000222  x   0.99990073  =   0.99990295
 KV6743!UTM  18      -   1.00000222  x   0.99963094  =   0.99963316
 KV6743
 KV6743                          SUPERSEDED SURVEY CONTROL
 KV6743
 KV6743  NAD 83(1986)-  40 24 03.40369(N)    074 24 33.03530(W) AD(       ) 1
 KV6743
 KV6743.Superseded values are not recommended for survey control.
 KV6743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6743.See file dsdata.txt to determine how the superseded data were derived.
 KV6743
 KV6743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5013772427(NAD 83)
 KV6743_MARKER: DD = SURVEY DISK
 KV6743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6743_SP_SET: CONCRETE POST
 KV6743_STAMPING: 12 R 2 1991
 KV6743_MARK LOGO: NJGS  
 KV6743_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6743+STABILITY: SURFACE MOTION
 KV6743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6743+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 KV6743
 KV6743  HISTORY     - Date     Condition        Report By
 KV6743  HISTORY     - 1991     MONUMENTED       NJGS
 KV6743  HISTORY     - 19920204 GOOD
 KV6743
 KV6743                          STATION DESCRIPTION
 KV6743
 KV6743'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6743'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON THE NORTH SIDE OF
 KV6743'OLD STAGE ROAD.  TO REACH THE STATION GO 0.4 MI (0.6 KM)
 KV6743'SOUTHEASTERLY FROM THE INTERSECTION OF NEW BRUNSWICK AVENUE AND OLD
 KV6743'STAGE ROAD.  THE STATION IS ON THE RIGHT.  71.8 FT (21.9 M) SOUTHWEST
 KV6743'FROM POLE JC113EBW,  15.8 FT (4.8 M) SOUTHWEST OF THE CENTER OF A
 KV6743'MANHOLE MARKED EBSA WHICH IS LOCATED NORTHERLY INSIDE OF A WOODEN
 KV6743'SPLIT RAIL FENCE,  80.1 FT (24.4 M) NORTHWEST OF THE RIGHT FRONT
 KV6743'CORNER OF A DWELLING NUMBERED 655 OLD STAGE ROAD,  74.8 FT (22.8 M)
 KV6743'NORTHEAST OF THE CENTER OF A MANHOLE IN OLD STAGE ROAD MARKED EBSA,
 KV6743'95.5 FT (29.1 M) NORTHEAST OF A POLE JC114EBW,  66.9 FT (20.4 M)
 KV6743'NORTHWEST OF POLE JC542SPT.  THE STATION IS 0.2 FT (0.1 M) BELOW THE
 KV6743'GROUND.
 KV6743
 KV6743                          STATION RECOVERY (1992)
 KV6743
 KV6743'RECOVERED 1992
 KV6743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7138 ***********************************************************************
 KV7138  DESIGNATION -  12 R 3
 KV7138  PID         -  KV7138
 KV7138  STATE/COUNTY-  NJ/MIDDLESEX
 KV7138  USGS QUAD   -  SOUTH AMBOY (1981)
 KV7138
 KV7138                         *CURRENT SURVEY CONTROL
 KV7138  ___________________________________________________________________
 KV7138* NAD 83(1996)-  40 25 27.68112(N)    074 16 15.70675(W)     ADJUSTED  
 KV7138* NAVD 88     -        39.2    (meters)     129.     (feet)  GPS OBS   
 KV7138  ___________________________________________________________________
 KV7138  X           -   1,318,104.796 (meters)                     COMP
 KV7138  Y           -  -4,680,221.770 (meters)                     COMP
 KV7138  Z           -   4,113,973.415 (meters)                     COMP
 KV7138  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 KV7138  ELLIP HEIGHT-           6.75  (meters)          (10/23/02) GPS OBS
 KV7138  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV7138
 KV7138  HORZ ORDER  -  FIRST
 KV7138  ELLP ORDER  -  FOURTH    CLASS I
 KV7138
 KV7138.The horizontal coordinates were established by GPS observations
 KV7138.and adjusted by the National Geodetic Survey in May 1999..
 KV7138
 KV7138.The orthometric height was determined by GPS observations and a
 KV7138.high-resolution geoid model.
 KV7138
 KV7138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7138
 KV7138.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7138
 KV7138.The ellipsoidal height was determined by GPS observations
 KV7138.and is referenced to NAD 83.
 KV7138
 KV7138.The geoid height was determined by GEOID03.
 KV7138
 KV7138;                    North         East     Units Scale Factor Converg.
 KV7138;SPC NJ       -   176,654.800   169,429.153   MT  0.99990465   +0 08 54.5
 KV7138;SPC NJ       -   579,574.96    555,868.81   sFT  0.99990465   +0 08 54.5
 KV7138;SPC NY L     -    28,650.683   276,999.160   MT  1.00002234   -0 10 38.2
 KV7138;SPC NY L     -    93,998.12    908,788.08   sFT  1.00002234   -0 10 38.2
 KV7138;UTM  18      - 4,475,113.393   561,838.063   MT  0.99964707   +0 28 21.8
 KV7138
 KV7138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7138!SPC NJ       -   0.99999894  x   0.99990465  =   0.99990359
 KV7138!SPC NY L     -   0.99999894  x   1.00002234  =   1.00002128
 KV7138!UTM  18      -   0.99999894  x   0.99964707  =   0.99964601
 KV7138
 KV7138                          SUPERSEDED SURVEY CONTROL
 KV7138
 KV7138  NAD 83(1996)-  40 25 27.68070(N)    074 16 15.70701(W) AD(       ) 1
 KV7138  NAD 83(1992)-  40 25 27.68017(N)    074 16 15.70676(W) AD(       ) 1
 KV7138  ELLIP H (09/14/94)    6.68   (m)                       GP(       ) 3 1
 KV7138
 KV7138.Superseded values are not recommended for survey control.
 KV7138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7138.See file dsdata.txt to determine how the superseded data were derived.
 KV7138
 KV7138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6183875113(NAD 83)
 KV7138_MARKER: DD = SURVEY DISK
 KV7138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7138_SP_SET: CONCRETE POST
 KV7138_STAMPING: 12 R 3 1993
 KV7138_MARK LOGO: NJGS  
 KV7138_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7138+STABILITY: SURFACE MOTION
 KV7138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7138+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7138
 KV7138  HISTORY     - Date     Condition        Report By
 KV7138  HISTORY     - 1993     MONUMENTED       NJGS
 KV7138
 KV7138                          STATION DESCRIPTION
 KV7138
 KV7138'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7138'THE STATION IS LOCATED IN MADISON TOWNSHIP, SET ON THE NORTHEAST SIDE
 KV7138'OF STATE ROUTE 34, IN THE GRASS AREA FRONTING THE PLAZA PARK STRIP
 KV7138'SHOPPING CENTER.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 KV7138'ROUTE 34 AND STATE ROUTE 79, IN MATAWAN, GO 2.25 MI (3.62 KM) WEST
 KV7138'NORTHWEST ON ROUTE 34 TO THE STATION ON THE RIGHT.  TO REACH THE
 KV7138'STATION FROM THE JUNCTION OF U.S. HIGHWAY 9 AND STATE ROUTE 34, GO
 KV7138'ABOUT 2.0 MI (3.2 KM) SOUTH SOUTHEAST ON STATE ROUTE 34 TO THE
 KV7138'STATION ON THE LEFT.  THE STATION IS 4.7 M (15.4 FT) NORTHEAST OF THE
 KV7138'NORTHEAST CURB OF STATE ROUTE 34, 5.9 M (19.4 FT) SOUTHWEST OF THE
 KV7138'SOUTHWEST CURB OF THE PARKING LOT IN FRONT OF THE STORES, 12.3 M
 KV7138'(40.4 FT) SOUTHWEST OF THE NORTHEAST NOSE OF A CURBED LANDSCAPED
 KV7138'PARKING SLOT DIVIDER, 69 M (226.4 FT) SOUTHEAST OF THE CENTER OF THE
 KV7138'ENTRANCE AND EXIT DRIVE AT THE NORTH END OF THE PARKING LOT, 26.7 M
 KV7138'(87.6 FT) NORTHWEST OF THE MAIN SIGN FOR THE STORES, AND IS FLUSH
 KV7138'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6744 ***********************************************************************
 KV6744  DESIGNATION -  12 S 1
 KV6744  PID         -  KV6744
 KV6744  STATE/COUNTY-  NJ/MIDDLESEX
 KV6744  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6744
 KV6744                         *CURRENT SURVEY CONTROL
 KV6744  ___________________________________________________________________
 KV6744* NAD 83(1996)-  40 27 11.45925(N)    074 26 41.20533(W)     ADJUSTED  
 KV6744* NAVD 88     -        21.5    (meters)      71.     (feet)  GPS OBS   
 KV6744  ___________________________________________________________________
 KV6744  X           -   1,303,345.469 (meters)                     COMP
 KV6744  Y           -  -4,682,183.827 (meters)                     COMP
 KV6744  Z           -   4,116,397.979 (meters)                     COMP
 KV6744  LAPLACE CORR-           5.61  (seconds)                    DEFLEC99
 KV6744  ELLIP HEIGHT-         -11.39  (meters)          (10/23/02) GPS OBS
 KV6744  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV6744
 KV6744  HORZ ORDER  -  FIRST
 KV6744  ELLP ORDER  -  FOURTH    CLASS I
 KV6744
 KV6744.The horizontal coordinates were established by GPS observations
 KV6744.and adjusted by the National Geodetic Survey in May 1999..
 KV6744
 KV6744.The orthometric height was determined by GPS observations and a
 KV6744.high-resolution geoid model.
 KV6744
 KV6744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6744
 KV6744.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6744
 KV6744.The ellipsoidal height was determined by GPS observations
 KV6744.and is referenced to NAD 83.
 KV6744
 KV6744.The geoid height was determined by GEOID03.
 KV6744
 KV6744;                    North         East     Units Scale Factor Converg.
 KV6744;SPC NJ       -   179,831.837   154,683.723   MT  0.99990027   +0 02 09.0
 KV6744;SPC NJ       -   589,998.29    507,491.51   sFT  0.99990027   +0 02 09.0
 KV6744;UTM  18      - 4,478,206.092   547,078.802   MT  0.99962728   +0 21 36.9
 KV6744
 KV6744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6744!SPC NJ       -   1.00000179  x   0.99990027  =   0.99990206
 KV6744!UTM  18      -   1.00000179  x   0.99962728  =   0.99962907
 KV6744
 KV6744                          SUPERSEDED SURVEY CONTROL
 KV6744
 KV6744  NAD 83(1996)-  40 27 11.45899(N)    074 26 41.20706(W) AD(       ) 1
 KV6744  NAD 83(1986)-  40 27 11.45872(N)    074 26 41.20742(W) AD(       ) 1
 KV6744
 KV6744.Superseded values are not recommended for survey control.
 KV6744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6744.See file dsdata.txt to determine how the superseded data were derived.
 KV6744
 KV6744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4707978206(NAD 83)
 KV6744_MARKER: DD = SURVEY DISK
 KV6744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6744_SP_SET: CONCRETE POST
 KV6744_STAMPING: 12 S 1 1991
 KV6744_MARK LOGO: NJGS  
 KV6744_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6744+STABILITY: SURFACE MOTION
 KV6744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6744+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1992
 KV6744
 KV6744  HISTORY     - Date     Condition        Report By
 KV6744  HISTORY     - 1991     MONUMENTED       NJGS
 KV6744  HISTORY     - 19920205 GOOD
 KV6744
 KV6744                          STATION DESCRIPTION
 KV6744
 KV6744'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6744'THE STATION IS LOCATED IN THE BOROUGH OF MILLTOWN ON THE NORTH SIDE OF
 KV6744'RIVA AVENUE.  TO REACH THE STATION GO 0.2 MI (0.3 KM) SOUTHWESTERLY
 KV6744'ALONG RIVA AVENUE FROM THE INTERSECTION OF NORTH MAIN STREET AND RIVA
 KV6744'AVENUE.  THE STATION IS ON THE RIGHT BETWEEN THE CURB AND THE
 KV6744'SIDEWALK.  2.4 FT (0.7 M) NORTHWESTERLY FROM THE FACE OF THE CONCRETE
 KV6744'CURB,  19.4 FT (5.9 M) SOUTHWEST OF POLE BT614,  32.4 FT (9.9 M)
 KV6744'SOUTHEAST FROM THE RIGHT FRONT CORNER OF DWELLING NUMBER 71 RIVA
 KV6744'AVENUE,  60.0  FT (18.3 M) NORTHEAST OF POLE BT470,  34.1 FT
 KV6744'(10.4 M) NORTHWEST FROM THE CENTER OF A MANHOLE IN RIVA AVENUE MARKED
 KV6744'MILLTOWN SEWER,  4.4 FT (1.3 M) SOUTHWEST OF A SIGN INDICATING NO
 KV6744'PARKING ANY TIME,  52.4 FT (16.0 M) SOUTHEAST OF LEFT FRONT CORNER OF
 KV6744'DWELLING NUMBER 67 RIVA AVENUE.  THE STATION IS 0.1 FT (0.0 M) BELOW
 KV6744'THE GROUND.
 KV6744
 KV6744                          STATION RECOVERY (1992)
 KV6744
 KV6744'RECOVERED 1992
 KV6744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6745 ***********************************************************************
 KV6745  DESIGNATION -  12 S 2
 KV6745  PID         -  KV6745
 KV6745  STATE/COUNTY-  NJ/MIDDLESEX
 KV6745  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6745
 KV6745                         *CURRENT SURVEY CONTROL
 KV6745  ___________________________________________________________________
 KV6745* NAD 83(1996)-  40 24 07.55983(N)    074 25 38.98988(W)     ADJUSTED  
 KV6745* NAVD 88     -        42.5    (meters)     139.     (feet)  GPS OBS   
 KV6745  ___________________________________________________________________
 KV6745  X           -   1,305,749.541 (meters)                     COMP
 KV6745  Y           -  -4,685,349.486 (meters)                     COMP
 KV6745  Z           -   4,112,093.729 (meters)                     COMP
 KV6745  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 KV6745  ELLIP HEIGHT-           9.80  (meters)          (10/23/02) GPS OBS
 KV6745  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV6745
 KV6745  HORZ ORDER  -  FIRST
 KV6745  ELLP ORDER  -  FOURTH    CLASS I
 KV6745
 KV6745.The horizontal coordinates were established by GPS observations
 KV6745.and adjusted by the National Geodetic Survey in May 1999..
 KV6745
 KV6745.The orthometric height was determined by GPS observations and a
 KV6745.high-resolution geoid model.
 KV6745
 KV6745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6745
 KV6745.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6745
 KV6745.The ellipsoidal height was determined by GPS observations
 KV6745.and is referenced to NAD 83.
 KV6745
 KV6745.The geoid height was determined by GEOID03.
 KV6745
 KV6745;                    North         East     Units Scale Factor Converg.
 KV6745;SPC NJ       -   174,161.042   156,154.211   MT  0.99990047   +0 02 49.2
 KV6745;SPC NJ       -   571,393.35    512,315.94   sFT  0.99990047   +0 02 49.2
 KV6745;UTM  18      - 4,472,545.251   548,580.950   MT  0.99962905   +0 22 15.9
 KV6745
 KV6745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6745!SPC NJ       -   0.99999846  x   0.99990047  =   0.99989893
 KV6745!UTM  18      -   0.99999846  x   0.99962905  =   0.99962751
 KV6745
 KV6745|---------------------------------------------------------------------|
 KV6745| PID    Reference Object                     Distance      Geod. Az  |
 KV6745|                                                           dddmmss.s |
 KV6745| KV6712 3146                                361.415 METERS 03820     |
 KV6745| KV6747 12 T 2                              463.853 METERS 2125955.1 |
 KV6745|---------------------------------------------------------------------|
 KV6745
 KV6745                          SUPERSEDED SURVEY CONTROL
 KV6745
 KV6745  NAD 83(1986)-  40 24 07.55948(N)    074 25 38.99225(W) AD(       ) 1
 KV6745
 KV6745.Superseded values are not recommended for survey control.
 KV6745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6745.See file dsdata.txt to determine how the superseded data were derived.
 KV6745
 KV6745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4858172545(NAD 83)
 KV6745_MARKER: DD = SURVEY DISK
 KV6745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6745_SP_SET: CONCRETE POST
 KV6745_STAMPING: 12 S 2 1991
 KV6745_MARK LOGO: NJGS  
 KV6745_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6745+STABILITY: SURFACE MOTION
 KV6745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6745+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 KV6745
 KV6745  HISTORY     - Date     Condition        Report By
 KV6745  HISTORY     - 1991     MONUMENTED       NJGS
 KV6745  HISTORY     - 19920204 GOOD
 KV6745
 KV6745                          STATION DESCRIPTION
 KV6745
 KV6745'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6745'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON COUNTY ROAD 535,
 KV6745'ALSO KNOWN AS CRANBURY ROAD.  TO REACH THE STATION GO 0.2 MI
 KV6745'(0.3 KM) SOUTHWEST ALONG CRANBURY ROAD FROM THE INTERSECTION OF FERN
 KV6745'ROAD AND CRANBURY ROAD.  THE STATION IS ON THE RIGHT.  53.2 FT
 KV6745'(16.2 M) SOUTHWEST OF A POLE AT THE ENTRANCE TO THE MIDDLESEX COUNTY
 KV6745'FAIRGROUNDS.  THE POLE IS UNNUMBERED.  90.1 FT (27.5 M) SOUTHEAST OF
 KV6745'POLE BT5282,  35.9 FT (10.9 M) NORTHWEST OF THE EDGE OF PAVEMENT,
 KV6745'79.8 FT (24.3 M) SOUTHWEST OF POLE 61205,  111.9 FT (34.1 M) SOUTH OF
 KV6745'A 6 FT (1.8 M) CHAIN LINK FENCE CORNER ON THE FAIRGROUNDS.  THE
 KV6745'STATION IS FLUSH WITH THE GROUND.  CRANBURY ROAD WILL BE
 KV6745'RECONSTRUCTED IN THE NEAR FUTURE BUT THE MONUMENT SHOULD NOT BE
 KV6745'DISTURBED.  TIES MAY CHANGE.
 KV6745
 KV6745                          STATION RECOVERY (1992)
 KV6745
 KV6745'RECOVERED 1992
 KV6745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5228 ***********************************************************************
 AA5228  DESIGNATION -  12 S 3
 AA5228  PID         -  AA5228
 AA5228  STATE/COUNTY-  NJ/MIDDLESEX
 AA5228  USGS QUAD   -  ARTHUR KILL (1981)
 AA5228
 AA5228                         *CURRENT SURVEY CONTROL
 AA5228  ___________________________________________________________________
 AA5228* NAD 83(1996)-  40 34 30.69751(N)    074 13 01.04280(W)     ADJUSTED  
 AA5228* NAVD 88     -         4.8    (meters)      16.     (feet)  GPS OBS   
 AA5228  ___________________________________________________________________
 AA5228  X           -   1,319,555.328 (meters)                     COMP
 AA5228  Y           -  -4,668,482.683 (meters)                     COMP
 AA5228  Z           -   4,126,687.649 (meters)                     COMP
 AA5228  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 AA5228  ELLIP HEIGHT-         -27.65  (meters)          (10/23/02) GPS OBS
 AA5228  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 AA5228
 AA5228  HORZ ORDER  -  FIRST
 AA5228  ELLP ORDER  -  FOURTH    CLASS I
 AA5228
 AA5228.The horizontal coordinates were established by GPS observations
 AA5228.and adjusted by the National Geodetic Survey in May 1999..
 AA5228
 AA5228.The orthometric height was determined by GPS observations and a
 AA5228.high-resolution geoid model.
 AA5228
 AA5228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5228
 AA5228.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5228
 AA5228.The ellipsoidal height was determined by GPS observations
 AA5228.and is referenced to NAD 83.
 AA5228
 AA5228.The geoid height was determined by GEOID03.
 AA5228
 AA5228;                    North         East     Units Scale Factor Converg.
 AA5228;SPC NJ       -   193,416.132   173,963.788   MT  0.99990707   +0 11 02.8
 AA5228;SPC NJ       -   634,566.09    570,746.19   sFT  0.99990707   +0 11 02.8
 AA5228;UTM  18      - 4,491,895.871   566,276.492   MT  0.99965407   +0 30 33.6
 AA5228
 AA5228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5228!SPC NJ       -   1.00000434  x   0.99990707  =   0.99991141
 AA5228!UTM  18      -   1.00000434  x   0.99965407  =   0.99965841
 AA5228
 AA5228                          SUPERSEDED SURVEY CONTROL
 AA5228
 AA5228  NAD 83(1996)-  40 34 30.69713(N)    074 13 01.04322(W) AD(       ) 1
 AA5228  NAD 83(1992)-  40 34 30.69620(N)    074 13 01.04293(W) AD(       ) 1
 AA5228  ELLIP H (04/30/95)  -27.71   (m)                       GP(       ) 3 2
 AA5228
 AA5228.Superseded values are not recommended for survey control.
 AA5228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5228.See file dsdata.txt to determine how the superseded data were derived.
 AA5228
 AA5228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6627691896(NAD 83)
 AA5228_MARKER: DD = SURVEY DISK
 AA5228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5228_STAMPING: 12 S 3 1993
 AA5228_MARK LOGO: NJGS  
 AA5228_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5228+STABILITY: SURFACE MOTION
 AA5228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5228+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5228
 AA5228  HISTORY     - Date     Condition        Report By
 AA5228  HISTORY     - 1993     MONUMENTED       NJGS
 AA5228  HISTORY     - 20040802 POOR             NJGS
 AA5228
 AA5228                          STATION DESCRIPTION
 AA5228
 AA5228'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993 (ECB)
 AA5228'THE STATION IS LOCATED IN THE BOROUGH OF CARTERET, BEHIND AND ACROSS
 AA5228'THE STREET FROM THE CARTERET POLICE AND FIRE DEPARTMENT HEADQUARTERS
 AA5228'BUILDING.  TO REACH THE STATION FROM THE INTERSECTION OF CARTERET
 AA5228'AVENUE AND ROOSEVELT AVENUE IN THE BOROUGH OF CARTERET, GO NORTHEAST
 AA5228'ON ROOSEVELT AVENUE FOR 0.15 MI (0.24 KM) TO THE INTERSECTION WITH
 AA5228'LIEBIC LANE. TURN RIGHT AND GO 0.05 MI (0.08 KM) TO THE INTERSECTION
 AA5228'WITH INDUSTRIAL ROAD.  TURN LEFT AND GO 30 M (98.4 FT) TO THE STATION
 AA5228'ON THE RIGHT.  THE STATION IS 4.9 M (16.1 FT) EAST FROM THE EAST
 AA5228'GUTTER LINE OF INDUSTRIAL ROAD, 12.3 M (40.4 FT) WEST FROM THE WEST
 AA5228'RAIL OF A SINGLE RAILROAD TRACK THAT PARALLELS INDUSTRIAL ROAD, 21.4 M
 AA5228'(70.2 FT) SOUTHEAST FROM AN INLET ON THE WEST SIDE OF INDUSTRIAL ROAD,
 AA5228'26.7 M (87.6 FT) NORTH FROM POLE NUMBER PS 398 CT, 31.3 M (102.7 FT)
 AA5228'NORTH NORTHEAST FROM THE CENTERLINE OF LIEBIC LANE, 36.6 M (120.1 FT)
 AA5228'SOUTH SOUTHWEST FROM THE SOUTH END POST OF A PIECE OF GUIDE RAIL ALONG
 AA5228'THE EAST SIDE OF INDUSTRIAL ROAD AND IN RANGE WITH THE SOUTHWEST WALL
 AA5228'OF THE FIRE HOUSE.  THE STATION IS SET FLUSH WITH THE GROUND.
 AA5228
 AA5228                          STATION RECOVERY (2004)
 AA5228
 AA5228'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2004 (MVI)
 AA5228'SURVEY DISK HAS BEEN REMOVED FROM MARKER. CONCRETE POST REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6746 ***********************************************************************
 KV6746  DESIGNATION -  12 T 1
 KV6746  PID         -  KV6746
 KV6746  STATE/COUNTY-  NJ/MIDDLESEX
 KV6746  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6746
 KV6746                         *CURRENT SURVEY CONTROL
 KV6746  ___________________________________________________________________
 KV6746* NAD 83(1996)-  40 26 51.44851(N)    074 26 47.34766(W)     ADJUSTED  
 KV6746* NAVD 88     -        17.1    (meters)      56.     (feet)  GPS OBS   
 KV6746  ___________________________________________________________________
 KV6746  X           -   1,303,312.518 (meters)                     COMP
 KV6746  Y           -  -4,682,605.204 (meters)                     COMP
 KV6746  Z           -   4,115,925.427 (meters)                     COMP
 KV6746  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 KV6746  ELLIP HEIGHT-         -15.79  (meters)          (10/23/02) GPS OBS
 KV6746  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV6746
 KV6746  HORZ ORDER  -  FIRST
 KV6746  ELLP ORDER  -  FOURTH    CLASS I
 KV6746
 KV6746.The horizontal coordinates were established by GPS observations
 KV6746.and adjusted by the National Geodetic Survey in May 1999..
 KV6746
 KV6746.The orthometric height was determined by GPS observations and a
 KV6746.high-resolution geoid model.
 KV6746
 KV6746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6746
 KV6746.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6746
 KV6746.The ellipsoidal height was determined by GPS observations
 KV6746.and is referenced to NAD 83.
 KV6746
 KV6746.The geoid height was determined by GEOID03.
 KV6746
 KV6746;                    North         East     Units Scale Factor Converg.
 KV6746;SPC NJ       -   179,214.572   154,539.380   MT  0.99990025   +0 02 05.0
 KV6746;SPC NJ       -   587,973.14    507,017.95   sFT  0.99990025   +0 02 05.0
 KV6746;UTM  18      - 4,477,588.187   546,937.994   MT  0.99962712   +0 21 32.8
 KV6746
 KV6746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6746!SPC NJ       -   1.00000248  x   0.99990025  =   0.99990273
 KV6746!UTM  18      -   1.00000248  x   0.99962712  =   0.99962960
 KV6746
 KV6746                          SUPERSEDED SURVEY CONTROL
 KV6746
 KV6746  NAD 83(1996)-  40 26 51.44822(N)    074 26 47.34958(W) AD(       ) 1
 KV6746  NAD 83(1986)-  40 26 51.44800(N)    074 26 47.34974(W) AD(       ) 1
 KV6746
 KV6746.Superseded values are not recommended for survey control.
 KV6746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6746.See file dsdata.txt to determine how the superseded data were derived.
 KV6746
 KV6746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4693877588(NAD 83)
 KV6746_MARKER: DD = SURVEY DISK
 KV6746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6746_SP_SET: CONCRETE POST
 KV6746_STAMPING: 12 T 1 1991
 KV6746_MARK LOGO: NJGS  
 KV6746_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6746+STABILITY: SURFACE MOTION
 KV6746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6746+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1992
 KV6746
 KV6746  HISTORY     - Date     Condition        Report By
 KV6746  HISTORY     - 1991     MONUMENTED       NJGS
 KV6746  HISTORY     - 19920205 GOOD
 KV6746
 KV6746                          STATION DESCRIPTION
 KV6746
 KV6746'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6746'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON THE SOUTH SIDE OF
 KV6746'RIVA AVENUE.  TO REACH THE STATION GO 0.6 MI (1.0 KM) SOUTHWESTERLY
 KV6746'ALONG RIVA AVENUE FROM THE INTERSECTION OF NORTH MAIN STREET AND RIVA
 KV6746'AVENUE.  THE STATION IS ON THE LEFT.  11.8 FT (3.6 M) NORTHEAST OF A
 KV6746'DOUBLE FLAT GRATE INLET,  20.4 FT (6.2 M) SOUTHEAST OF THE CENTERLINE
 KV6746'OF RIVA AVENUE,  31.2 FT (9.5 M) SOUTHWEST OF A METAL
 KV6746'TRANSCONTINENTAL GAS PIPELINE CORPORATION VENT PIPE,  10.3 FT
 KV6746'(3.1 M) NORTHEAST OF THE END OF A CONCRETE CURB AT THE ENTRANCE TO
 KV6746'NUMBER 200 RIVA KNOWN AS MIKES COUNTRY MARKET,  56.7 FT (17.3 M)
 KV6746'SOUTHWEST OF THE CENTERLINE OF A MACADAM DRIVEWAY ENTRANCE TO NUMBER
 KV6746'196 RIVA AVENUE,  57.2 FT (17.4 M) SOUTHWEST OF POLE 60239EBW,  26.2
 KV6746'FT (8.0 M) NORTHWEST OF A CHAIN LINK FENCE CORNER TO MIKES COUNTRY
 KV6746'MARKET.  THE STATION IS 0.1 FT (0.0 M) BELOW THE GROUND.
 KV6746
 KV6746                          STATION RECOVERY (1992)
 KV6746
 KV6746'RECOVERED 1992
 KV6746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6747 ***********************************************************************
 KV6747  DESIGNATION -  12 T 2
 KV6747  PID         -  KV6747
 KV6747  STATE/COUNTY-  NJ/MIDDLESEX
 KV6747  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6747
 KV6747                         *CURRENT SURVEY CONTROL
 KV6747  ___________________________________________________________________
 KV6747* NAD 83(1996)-  40 23 54.94744(N)    074 25 49.70242(W)     ADJUSTED  
 KV6747* NAVD 88     -        38.9    (meters)     128.     (feet)  GPS OBS   
 KV6747  ___________________________________________________________________
 KV6747  X           -   1,305,573.124 (meters)                     COMP
 KV6747  Y           -  -4,685,657.476 (meters)                     COMP
 KV6747  Z           -   4,111,795.077 (meters)                     COMP
 KV6747  LAPLACE CORR-           5.56  (seconds)                    DEFLEC99
 KV6747  ELLIP HEIGHT-           6.11  (meters)          (10/23/02) GPS OBS
 KV6747  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV6747
 KV6747  HORZ ORDER  -  FIRST
 KV6747  ELLP ORDER  -  FOURTH    CLASS I
 KV6747
 KV6747.The horizontal coordinates were established by GPS observations
 KV6747.and adjusted by the National Geodetic Survey in May 1999..
 KV6747
 KV6747.The orthometric height was determined by GPS observations and a
 KV6747.high-resolution geoid model.
 KV6747
 KV6747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6747
 KV6747.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6747
 KV6747.The ellipsoidal height was determined by GPS observations
 KV6747.and is referenced to NAD 83.
 KV6747
 KV6747.The geoid height was determined by GEOID03.
 KV6747
 KV6747;                    North         East     Units Scale Factor Converg.
 KV6747;SPC NJ       -   173,771.848   155,901.932   MT  0.99990043   +0 02 42.2
 KV6747;SPC NJ       -   570,116.47    511,488.26   sFT  0.99990043   +0 02 42.2
 KV6747;UTM  18      - 4,472,154.742   548,330.944   MT  0.99962875   +0 22 08.8
 KV6747
 KV6747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6747!SPC NJ       -   0.99999904  x   0.99990043  =   0.99989947
 KV6747!UTM  18      -   0.99999904  x   0.99962875  =   0.99962779
 KV6747
 KV6747:                Primary Azimuth Mark                     Grid Az
 KV6747:SPC NJ       -  12 S 2                                   032 57 05.9
 KV6747:UTM  18      -  12 S 2                                   032 37 39.3
 KV6747
 KV6747|---------------------------------------------------------------------|
 KV6747| PID    Reference Object                     Distance      Geod. Az  |
 KV6747|                                                           dddmmss.s |
 KV6747| KV6745 12 S 2                              463.853 METERS 0325948.1 |
 KV6747|---------------------------------------------------------------------|
 KV6747
 KV6747                          SUPERSEDED SURVEY CONTROL
 KV6747
 KV6747  NAD 83(1986)-  40 23 54.94710(N)    074 25 49.70478(W) AD(       ) 1
 KV6747
 KV6747.Superseded values are not recommended for survey control.
 KV6747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6747.See file dsdata.txt to determine how the superseded data were derived.
 KV6747
 KV6747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4833172155(NAD 83)
 KV6747_MARKER: DD = SURVEY DISK
 KV6747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6747_SP_SET: CONCRETE POST
 KV6747_STAMPING: 12 T 2 1991
 KV6747_MARK LOGO: NJGS  
 KV6747_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6747+STABILITY: SURFACE MOTION
 KV6747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6747+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 KV6747
 KV6747  HISTORY     - Date     Condition        Report By
 KV6747  HISTORY     - 1991     MONUMENTED       NJGS
 KV6747  HISTORY     - 19920204 GOOD
 KV6747
 KV6747                          STATION DESCRIPTION
 KV6747
 KV6747'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6747'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON COUNTY ROAD 535,
 KV6747'ALSO KNOWN AS CRANBURY ROAD.  TO REACH THE STATION GO 347.0 FT
 KV6747'(105.8 M) SOUTHWESTERLY FROM THE INTERSECTION OF THE CENTERLINE
 KV6747'ISLAND OF KINGSWOOD BOULEVARD WITH CRANBURY ROAD.  THE STATION IS ON
 KV6747'THE LEFT.  11.3 FT (3.4 M) SOUTHEAST FROM THE FACE OF THE CONCRETE
 KV6747'CURB, 59.8 FT (18.2 M) SOUTHWEST OF A CURB TYPE INLET,  64.7 FT
 KV6747'(19.7 M) NORTHEAST FROM THE END OF A CONCRETE CURB BY FERRIS FARMS
 KV6747'GARDEN CENTER.  THE STATION IS FLUSH WITH THE GROUND.  CRANBURY ROAD
 KV6747'WILL BE RECONSTRUCTED IN THE NEAR FUTURE BUT THE MONUMENT SHOULD NOT
 KV6747'BE DISTURBED.  TIES MAY CHANGE.
 KV6747
 KV6747                          STATION RECOVERY (1992)
 KV6747
 KV6747'RECOVERED 1992
 KV6747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5245 ***********************************************************************
 AA5245  DESIGNATION -  12 T 3
 AA5245  PID         -  AA5245
 AA5245  STATE/COUNTY-  NJ/MIDDLESEX
 AA5245  USGS QUAD   -  NEW BRUNSWICK (1981)
 AA5245
 AA5245                         *CURRENT SURVEY CONTROL
 AA5245  ___________________________________________________________________
 AA5245* NAD 83(1996)-  40 28 52.21853(N)    074 26 15.30826(W)     ADJUSTED  
 AA5245* NAVD 88     -        31.4    (meters)     103.     (feet)  GPS OBS   
 AA5245  ___________________________________________________________________
 AA5245  X           -   1,303,394.188 (meters)                     COMP
 AA5245  Y           -  -4,680,084.302 (meters)                     COMP
 AA5245  Z           -   4,118,768.919 (meters)                     COMP
 AA5245  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 AA5245  ELLIP HEIGHT-          -1.42  (meters)          (10/23/02) GPS OBS
 AA5245  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 AA5245
 AA5245  HORZ ORDER  -  FIRST
 AA5245  ELLP ORDER  -  FOURTH    CLASS I
 AA5245
 AA5245.The horizontal coordinates were established by GPS observations
 AA5245.and adjusted by the National Geodetic Survey in May 1999..
 AA5245
 AA5245.The orthometric height was determined by GPS observations and a
 AA5245.high-resolution geoid model.
 AA5245
 AA5245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5245
 AA5245.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5245
 AA5245.The ellipsoidal height was determined by GPS observations
 AA5245.and is referenced to NAD 83.
 AA5245
 AA5245.The geoid height was determined by GEOID03.
 AA5245
 AA5245;                    North         East     Units Scale Factor Converg.
 AA5245;SPC NJ       -   182,939.899   155,291.677   MT  0.99990034   +0 02 25.9
 AA5245;SPC NJ       -   600,195.32    509,486.11   sFT  0.99990034   +0 02 25.9
 AA5245;UTM  18      - 4,481,316.698   547,668.981   MT  0.99962797   +0 21 54.5
 AA5245
 AA5245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5245!SPC NJ       -   1.00000022  x   0.99990034  =   0.99990056
 AA5245!UTM  18      -   1.00000022  x   0.99962797  =   0.99962819
 AA5245
 AA5245:                Primary Azimuth Mark                     Grid Az
 AA5245:SPC NJ       -  REMOTE                                   187 06 34.4
 AA5245:UTM  18      -  REMOTE                                   186 47 05.8
 AA5245
 AA5245|---------------------------------------------------------------------|
 AA5245| PID    Reference Object                     Distance      Geod. Az  |
 AA5245|                                                           dddmmss.s |
 AA5245| AA5246 REMOTE                              APPROX. 0.5 KM 1870900.3 |
 AA5245|---------------------------------------------------------------------|
 AA5245
 AA5245                          SUPERSEDED SURVEY CONTROL
 AA5245
 AA5245  NAD 83(1996)-  40 28 52.21829(N)    074 26 15.30987(W) AD(       ) 1
 AA5245  NAD 83(1992)-  40 28 52.21790(N)    074 26 15.31014(W) AD(       ) 1
 AA5245
 AA5245.Superseded values are not recommended for survey control.
 AA5245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5245.See file dsdata.txt to determine how the superseded data were derived.
 AA5245
 AA5245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4766981317(NAD 83)
 AA5245_MARKER: DD = SURVEY DISK
 AA5245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA5245_SP_SET: CONCRETE SLAB
 AA5245_STAMPING: 12 T 3 1994
 AA5245_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5245+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2003
 AA5245
 AA5245  HISTORY     - Date     Condition        Report By
 AA5245  HISTORY     - 1994     MONUMENTED       NJGS
 AA5245  HISTORY     - 20020729 GOOD             INDIV
 AA5245  HISTORY     - 20031111 GOOD             INDIV
 AA5245
 AA5245                          STATION DESCRIPTION
 AA5245
 AA5245'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 AA5245'THE STATION IS LOCATED IN THE CITY OF NEW BRUNSWICK ON THE COOK
 AA5245'COLLEGE CAMPUS OF RUTGERS UNIVERSITY.  TO REACH THE STATION FROM THE
 AA5245'INTERSECTION OF U.S. HIGHWAY 1 AND COLLEGE FARM ROAD, GO NORTH ON
 AA5245'COLLEGE FARM ROAD FOR 0.6 MI (1.0 KM) TO THE CROSSROADS INTERSECTION
 AA5245'WITH DUDLEY ROAD.  TURN LEFT AND GO WEST ON DUDLEY ROAD FOR 0.3 MI
 AA5245'(0.5 KM) TO THE TEE INTERSECTION WITH NICOLE AVENUE.  TURN RIGHT AND
 AA5245'GO NORTHEAST ON NICOLE AVENUE FOR 0.25 MI (0.40 KM) TO THE TEE
 AA5245'INTERSECTION WITH LIPMAN DRIVE ON THE RIGHT.  LIPMAN DRIVE IS ALSO THE
 AA5245'ENTRANCE ROAD LEADING TO THE COOK COLLEGE CAMPUS.  TURN RIGHT AND GO
 AA5245'SOUTHEAST THEN SOUTHWEST ON LIPMAN DRIVE FOR 0.35 MI (0.56 KM) TO THE
 AA5245'STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN A SQUARE CONCRETE
 AA5245'SLAB, NEAR THE SOUTHWEST END OF THE CIRCULAR LANDSCAPED AREA, OPPOSITE
 AA5245'THE FRONT DOOR OF BARTLETT HALL, A TWO AND ONE HALF STORY BRICK
 AA5245'BUILDING ON THE SOUTH SIDE OF LIPMAN DRIVE.  THE STATION IS 169.7 FT
 AA5245'(51.7 M) NORTH FROM AND RADIAL TO THE NORTH CURB OF LIPMAN DRIVE AND
 AA5245'52 FT (15.8 M) NORTH NORTHWEST FROM A SEWER MANHOLE. THE STATION IS
 AA5245'SET FLUSH WITH THE GROUND.
 AA5245
 AA5245                          STATION RECOVERY (2002)
 AA5245
 AA5245'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (IBB)
 AA5245'DIGITAL PHOTOS OF DISC AND SURROUNDING AREA WERE TAKEN.  CAN BE
 AA5245'RETRIEVED BY ENTERING THE MARKER ID AT WEBSITE WWW.GEOCACHING.COM/MARK
 AA5245'.
 AA5245
 AA5245                          STATION RECOVERY (2003)
 AA5245
 AA5245'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RFH)
 AA5245'RECOVERED AS DESCRIBED BY MACDEL ENGINEERING, P.C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6748 ***********************************************************************
 KV6748  DESIGNATION -  12 U 1
 KV6748  PID         -  KV6748
 KV6748  STATE/COUNTY-  NJ/MIDDLESEX
 KV6748  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6748
 KV6748                         *CURRENT SURVEY CONTROL
 KV6748  ___________________________________________________________________
 KV6748* NAD 83(1996)-  40 26 21.45557(N)    074 27 58.96962(W)     ADJUSTED  
 KV6748* NAVD 88     -        15.6    (meters)      51.     (feet)  GPS OBS   
 KV6748  ___________________________________________________________________
 KV6748  X           -   1,301,846.897 (meters)                     COMP
 KV6748  Y           -  -4,683,634.589 (meters)                     COMP
 KV6748  Z           -   4,115,220.380 (meters)                     COMP
 KV6748  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 KV6748  ELLIP HEIGHT-         -17.29  (meters)          (10/23/02) GPS OBS
 KV6748  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV6748
 KV6748  HORZ ORDER  -  FIRST
 KV6748  ELLP ORDER  -  FOURTH    CLASS I
 KV6748
 KV6748.The horizontal coordinates were established by GPS observations
 KV6748.and adjusted by the National Geodetic Survey in May 1999..
 KV6748
 KV6748.The orthometric height was determined by GPS observations and a
 KV6748.high-resolution geoid model.
 KV6748
 KV6748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6748
 KV6748.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6748
 KV6748.The ellipsoidal height was determined by GPS observations
 KV6748.and is referenced to NAD 83.
 KV6748
 KV6748.The geoid height was determined by GEOID03.
 KV6748
 KV6748;                    North         East     Units Scale Factor Converg.
 KV6748;SPC NJ       -   178,288.690   152,852.136   MT  0.99990010   +0 01 18.5
 KV6748;SPC NJ       -   584,935.48    501,482.38   sFT  0.99990010   +0 01 18.5
 KV6748;UTM  18      - 4,476,653.025   545,256.480   MT  0.99962521   +0 20 46.1
 KV6748
 KV6748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6748!SPC NJ       -   1.00000271  x   0.99990010  =   0.99990281
 KV6748!UTM  18      -   1.00000271  x   0.99962521  =   0.99962792
 KV6748
 KV6748                          SUPERSEDED SURVEY CONTROL
 KV6748
 KV6748  ELLIP H (05/14/99)  -17.28   (m)                       GP(       ) 4 1
 KV6748  NAD 83(1996)-  40 26 21.45523(N)    074 27 58.97172(W) AD(       ) 1
 KV6748  NAD 83(1986)-  40 26 21.45515(N)    074 27 58.97177(W) AD(       ) 1
 KV6748
 KV6748.Superseded values are not recommended for survey control.
 KV6748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6748.See file dsdata.txt to determine how the superseded data were derived.
 KV6748
 KV6748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4525676653(NAD 83)
 KV6748_MARKER: DD = SURVEY DISK
 KV6748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6748_SP_SET: CONCRETE POST
 KV6748_STAMPING: 12 U 1 1991
 KV6748_MARK LOGO: NJGS  
 KV6748_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6748+STABILITY: SURFACE MOTION
 KV6748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6748+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 KV6748
 KV6748  HISTORY     - Date     Condition        Report By
 KV6748  HISTORY     - 1991     MONUMENTED       NJGS
 KV6748  HISTORY     - 19920205 GOOD
 KV6748  HISTORY     - 20040301 GOOD             NJGS
 KV6748
 KV6748                          STATION DESCRIPTION
 KV6748
 KV6748'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6748'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON THE NORTHEASTERLY
 KV6748'SIDE OF HARDENBURG LANE.  TO REACH THE STATION FROM THE INTERSECTION
 KV6748'OF RIVA AVENUE AND HARDENBURG LANE GO NORTHEAST ON HARDENBURG LANE
 KV6748'FOR 0.25 MI (0.40 KM) TO THE INTERSECTION WITH OAKMONT AVENUE.   BEAR
 KV6748'RIGHT AND CONTINUE ON HARDENBURG LANE FOR 0.25 MI (0.40 KM) TO THE
 KV6748'STATION ON THE RIGHT, NEAR FARRINGTON LAKE.  THE STATION IS 20.9 FT
 KV6748'(6.4 M) SOUTHEAST FROM A WILTEL FIBER OPTIC CABLE MARKER POST 000265,
 KV6748'14.5 FT (4.4 M) SOUTHEAST FROM POLE NUMBER 63195,  23.6 FT (7.2 M)
 KV6748'NORTHEAST FROM THE CENTERLINE OF HARDENBURG LANE,  21.9 FT (6.7 M)
 KV6748'NORTHWEST FROM THE MOST NORTHERLY END OF A WOODEN BREAKAWAY GUARDRAIL
 KV6748'POST ON THE NORTHEASTERLY SIDE OF HARDENBURG LANE,  46.1 FT (14.1 M)
 KV6748'NORTHEAST FROM THE MOST SOUTHERLY END OF A WOODEN BREAKAWAY GUARDRAIL
 KV6748'POST ON THE SOUTHERLY SIDE OF HARDENBURG LANE.  THE STATION IS 0.1 FT
 KV6748'(0.0 M) BELOW THE GROUND.
 KV6748
 KV6748                          STATION RECOVERY (1992)
 KV6748
 KV6748'RECOVERED 1992
 KV6748'RECOVERED IN GOOD CONDITION.
 KV6748
 KV6748                          STATION RECOVERY (2004)
 KV6748
 KV6748'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2004 (MVI)
 KV6748'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6749 ***********************************************************************
 KV6749  DESIGNATION -  12 U 2
 KV6749  PID         -  KV6749
 KV6749  STATE/COUNTY-  NJ/MIDDLESEX
 KV6749  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6749
 KV6749                         *CURRENT SURVEY CONTROL
 KV6749  ___________________________________________________________________
 KV6749* NAD 83(1996)-  40 24 06.42160(N)    074 26 35.55719(W)     ADJUSTED  
 KV6749* NAVD 88     -        30.9    (meters)     101.     (feet)  GPS OBS   
 KV6749  ___________________________________________________________________
 KV6749  X           -   1,304,468.263 (meters)                     COMP
 KV6749  Y           -  -4,685,720.730 (meters)                     COMP
 KV6749  Z           -   4,112,059.397 (meters)                     COMP
 KV6749  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 KV6749  ELLIP HEIGHT-          -1.92  (meters)          (10/23/02) GPS OBS
 KV6749  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KV6749
 KV6749  HORZ ORDER  -  FIRST
 KV6749  ELLP ORDER  -  FOURTH    CLASS I
 KV6749
 KV6749.The horizontal coordinates were established by GPS observations
 KV6749.and adjusted by the National Geodetic Survey in May 1999..
 KV6749
 KV6749.The orthometric height was determined by GPS observations and a
 KV6749.high-resolution geoid model.
 KV6749
 KV6749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6749
 KV6749.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6749
 KV6749.The ellipsoidal height was determined by GPS observations
 KV6749.and is referenced to NAD 83.
 KV6749
 KV6749.The geoid height was determined by GEOID03.
 KV6749
 KV6749;                    North         East     Units Scale Factor Converg.
 KV6749;SPC NJ       -   174,124.962   154,820.465   MT  0.99990029   +0 02 12.5
 KV6749;SPC NJ       -   571,274.98    507,940.14   sFT  0.99990029   +0 02 12.5
 KV6749;UTM  18      - 4,472,501.638   547,247.792   MT  0.99962748   +0 21 39.2
 KV6749
 KV6749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6749!SPC NJ       -   1.00000030  x   0.99990029  =   0.99990059
 KV6749!UTM  18      -   1.00000030  x   0.99962748  =   0.99962778
 KV6749
 KV6749                          SUPERSEDED SURVEY CONTROL
 KV6749
 KV6749  NAD 83(1986)-  40 24 06.42118(N)    074 26 35.55939(W) AD(       ) 1
 KV6749
 KV6749.Superseded values are not recommended for survey control.
 KV6749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6749.See file dsdata.txt to determine how the superseded data were derived.
 KV6749
 KV6749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4724872502(NAD 83)
 KV6749_MARKER: DD = SURVEY DISK
 KV6749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6749_SP_SET: CONCRETE POST
 KV6749_STAMPING: 12 U 2 1991
 KV6749_MARK LOGO: NJGS  
 KV6749_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6749+STABILITY: SURFACE MOTION
 KV6749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6749+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 KV6749
 KV6749  HISTORY     - Date     Condition        Report By
 KV6749  HISTORY     - 1991     MONUMENTED       NJGS
 KV6749  HISTORY     - 19920204 GOOD
 KV6749
 KV6749                          STATION DESCRIPTION
 KV6749
 KV6749'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6749'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON THE EASTERLY SIDE
 KV6749'OF DUNHAMS CORNER ROAD.  TO REACH THE STATION GO 0.7 MI (1.1 KM)
 KV6749'NORTHWEST ALONG DUNHAMS CORNER ROAD FROM THE INTERSECTION OF COUNTY
 KV6749'ROAD 535,  ALSO KNOWN AS CRANBURY ROAD,  AND DUNHAMS CORNER ROAD. THE
 KV6749'STATION IS LOCATED ON THE RIGHT.  2.7 FT (0.8 M) NORTHEAST OF THE
 KV6749'EAST CORNER OF THE CONCRETE PAVEMENT SLABS NUMBERED 114 AND 113, 64.8
 KV6749'FT (19.8 M) SOUTHEAST OF POLE BT122EBW,  40.3 FT (12.3 M) SOUTHEAST
 KV6749'OF POLE 133,  46.6 FT (14.2 M) NORTHWEST OF POLE 66038, 61.8 FT
 KV6749'(18.8 M) NORTHEAST OF POLE 134.  THE STATION IS 0.1 FT (0.0 M) BELOW
 KV6749'THE GROUND.
 KV6749
 KV6749                          STATION RECOVERY (1992)
 KV6749
 KV6749'RECOVERED 1992
 KV6749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5230 ***********************************************************************
 AA5230  DESIGNATION -  12 U 3
 AA5230  PID         -  AA5230
 AA5230  STATE/COUNTY-  NJ/MIDDLESEX
 AA5230  USGS QUAD   -  PERTH AMBOY (1981)
 AA5230
 AA5230                         *CURRENT SURVEY CONTROL
 AA5230  ___________________________________________________________________
 AA5230* NAD 83(1996)-  40 30 05.44662(N)    074 16 32.82846(W)     ADJUSTED  
 AA5230* NAVD 88     -         4.8    (meters)      16.     (feet)  GPS OBS   
 AA5230  ___________________________________________________________________
 AA5230  X           -   1,316,202.356 (meters)                     COMP
 AA5230  Y           -  -4,674,953.885 (meters)                     COMP
 AA5230  Z           -   4,120,469.636 (meters)                     COMP
 AA5230  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 AA5230  ELLIP HEIGHT-         -27.72  (meters)          (10/23/02) GPS OBS
 AA5230  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 AA5230
 AA5230  HORZ ORDER  -  FIRST
 AA5230  ELLP ORDER  -  FOURTH    CLASS I
 AA5230
 AA5230.The horizontal coordinates were established by GPS observations
 AA5230.and adjusted by the National Geodetic Survey in May 1999..
 AA5230
 AA5230.The orthometric height was determined by GPS observations and a
 AA5230.high-resolution geoid model.
 AA5230
 AA5230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5230
 AA5230.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5230
 AA5230.The ellipsoidal height was determined by GPS observations
 AA5230.and is referenced to NAD 83.
 AA5230
 AA5230.The geoid height was determined by GEOID03.
 AA5230
 AA5230;                    North         East     Units Scale Factor Converg.
 AA5230;SPC NJ       -   185,220.714   169,003.826   MT  0.99990444   +0 08 44.2
 AA5230;SPC NJ       -   607,678.29    554,473.39   sFT  0.99990444   +0 08 44.2
 AA5230;UTM  18      - 4,483,674.553   561,364.352   MT  0.99964635   +0 28 13.3
 AA5230
 AA5230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5230!SPC NJ       -   1.00000435  x   0.99990444  =   0.99990879
 AA5230!UTM  18      -   1.00000435  x   0.99964635  =   0.99965070
 AA5230
 AA5230                          SUPERSEDED SURVEY CONTROL
 AA5230
 AA5230  ELLIP H (05/14/99)  -27.71   (m)                       GP(       ) 4 1
 AA5230  NAD 83(1996)-  40 30 05.44624(N)    074 16 32.82884(W) AD(       ) 1
 AA5230  NAD 83(1992)-  40 30 05.44542(N)    074 16 32.82842(W) AD(       ) 1
 AA5230  ELLIP H (04/30/95)  -27.78   (m)                       GP(       ) 3 2
 AA5230
 AA5230.Superseded values are not recommended for survey control.
 AA5230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5230.See file dsdata.txt to determine how the superseded data were derived.
 AA5230
 AA5230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6136483675(NAD 83)
 AA5230_MARKER: DD = SURVEY DISK
 AA5230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5230_STAMPING: 12 U 3 1994
 AA5230_MARK LOGO: NJGS  
 AA5230_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5230+STABILITY: SURFACE MOTION
 AA5230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5230+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA5230
 AA5230  HISTORY     - Date     Condition        Report By
 AA5230  HISTORY     - 1994     MONUMENTED       NJGS
 AA5230
 AA5230                          STATION DESCRIPTION
 AA5230
 AA5230'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 AA5230'THE STATION IS LOCATED IN THE CITY OF PERTH AMBOY ON THE GROUNDS OF
 AA5230'THE PLAYGROUND AREA FOR THE MACWILLIAM STADIUM BASEBALL FIELD, NORTH
 AA5230'OF SADOWSKI PARKWAY, BETWEEN FIRST AND SECOND STREETS.  TO REACH THE
 AA5230'STATION FROM THE JUNCTION OF STATE ROUTE 35, CONVERY BOULEVARD AND
 AA5230'SMITH STREET, GO 0.75 MI (1.21 KM) EAST SOUTHEAST ON SMITH STREET TO
 AA5230'THE JUNCTION WITH ELM STREET.  TURN RIGHT AND GO O.1 MI SOUTH
 AA5230'SOUTHWEST ON ELM STREET TO THE JUNCTION WITH MARKET STREET.  TURN LEFT
 AA5230'AND GO 0.1 MI (0.2 KM) EAST ON MARKET STREET TO THE JUNCTION WITH
 AA5230'SECOND STREET. TURN RIGHT AND GO 0.5 MI (0.8 KM) SOUTH ON SECOND
 AA5230'STREET TO THE DRIVEWAY LEADING TO THE PARKING AREA AT THE BRICK
 AA5230'CONCESSION STAND ON THE SOUTH SIDE OF THE BASEBALL FIELD.  TURN LEFT
 AA5230'AND GO ABOUT 65 M (213.3 FT) TO THE STATION AHEAD, SET FLUSH WITH THE
 AA5230'GROUND.  THE STATION IS 42.2 M (138.5 FT) SOUTHEAST FROM THE SOUTHEAST
 AA5230'CORNER OF THE BRICK CONCESSION BUILDING, 2.15 M (7.05 FT) SOUTHWEST
 AA5230'FROM THE SOUTHWEST EDGE OF THE SIDEWALK, 22.6 M (74.1 FT) NORTHWEST
 AA5230'FROM THE NORTH END OF THE FENCE FOR A GATE ON THE WEST SIDE OF FIRST
 AA5230'STREET, 26.8 M (87.9 FT) NORTHEAST FROM THE FENCE ON THE NORTH SIDE OF
 AA5230'SADOWSKI PARKWAY, 13.2 M (43.3 FT) SOUTH FROM THE SOUTHEAST STEEL BEAM
 AA5230'FOR THE BLEACHERS AT THE FIRST BASE SIDE OF THE BASEBALL FIELD AND 2.5
 AA5230'M (8.2 FT) EAST SOUTHEAST FROM THE EAST LEG OF A PARK BENCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6750 ***********************************************************************
 KV6750  DESIGNATION -  12 V 1
 KV6750  PID         -  KV6750
 KV6750  STATE/COUNTY-  NJ/MIDDLESEX
 KV6750  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6750
 KV6750                         *CURRENT SURVEY CONTROL
 KV6750  ___________________________________________________________________
 KV6750* NAD 83(1996)-  40 26 21.57175(N)    074 27 35.85654(W)     ADJUSTED  
 KV6750* NAVD 88     -        15.5    (meters)      51.     (feet)  GPS OBS   
 KV6750  ___________________________________________________________________
 KV6750  X           -   1,302,371.070 (meters)                     COMP
 KV6750  Y           -  -4,683,486.361 (meters)                     COMP
 KV6750  Z           -   4,115,223.036 (meters)                     COMP
 KV6750  LAPLACE CORR-           5.67  (seconds)                    DEFLEC99
 KV6750  ELLIP HEIGHT-         -17.40  (meters)          (10/23/02) GPS OBS
 KV6750  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV6750
 KV6750  HORZ ORDER  -  FIRST
 KV6750  ELLP ORDER  -  FOURTH    CLASS I
 KV6750
 KV6750.The horizontal coordinates were established by GPS observations
 KV6750.and adjusted by the National Geodetic Survey in May 1999..
 KV6750
 KV6750.The orthometric height was determined by GPS observations and a
 KV6750.high-resolution geoid model.
 KV6750
 KV6750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6750
 KV6750.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6750
 KV6750.The ellipsoidal height was determined by GPS observations
 KV6750.and is referenced to NAD 83.
 KV6750
 KV6750.The geoid height was determined by GEOID03.
 KV6750
 KV6750;                    North         East     Units Scale Factor Converg.
 KV6750;SPC NJ       -   178,292.500   153,396.805   MT  0.99990014   +0 01 33.5
 KV6750;SPC NJ       -   584,947.98    503,269.35   sFT  0.99990014   +0 01 33.5
 KV6750;UTM  18      - 4,476,659.916   545,800.969   MT  0.99962582   +0 21 01.1
 KV6750
 KV6750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6750!SPC NJ       -   1.00000273  x   0.99990014  =   0.99990287
 KV6750!UTM  18      -   1.00000273  x   0.99962582  =   0.99962855
 KV6750
 KV6750                          SUPERSEDED SURVEY CONTROL
 KV6750
 KV6750  ELLIP H (05/14/99)  -17.39   (m)                       GP(       ) 4 1
 KV6750  NAD 83(1996)-  40 26 21.57144(N)    074 27 35.85852(W) AD(       ) 1
 KV6750  NAD 83(1986)-  40 26 21.57128(N)    074 27 35.85866(W) AD(       ) 1
 KV6750
 KV6750.Superseded values are not recommended for survey control.
 KV6750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6750.See file dsdata.txt to determine how the superseded data were derived.
 KV6750
 KV6750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4580176660(NAD 83)
 KV6750_MARKER: DD = SURVEY DISK
 KV6750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6750_SP_SET: CONCRETE POST
 KV6750_STAMPING: 12 V 1 1991
 KV6750_MARK LOGO: NJGS  
 KV6750_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6750+STABILITY: SURFACE MOTION
 KV6750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6750+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1992
 KV6750
 KV6750  HISTORY     - Date     Condition        Report By
 KV6750  HISTORY     - 1991     MONUMENTED       NJGS
 KV6750  HISTORY     - 19920205 GOOD
 KV6750
 KV6750                          STATION DESCRIPTION
 KV6750
 KV6750'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6750'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP WITHIN BICENTENNIAL
 KV6750'PARK AT THE EDGE OF FARRINGTON LAKE.  TO REACH THE STATION GO 0.3 MI
 KV6750'(0.5 KM) IN A NORTHWESTERLY DIRECTION ALONG HARDENBURG LANE FROM THE
 KV6750'INTERSECTION OF RIVA AVENUE AND HARDENBURG LANE.  THE ENTRANCE TO THE
 KV6750'PARK IS ON THE RIGHT.  TURN RIGHT AND PROCEED DOWN THE ENTRANCE ROAD
 KV6750'TO THE PARK TO THE TERMINUS OF THE ROAD.  THERE IS A PIPE GATE
 KV6750'PAINTED YELLOW AT THE TERMINUS OF THE ROAD AND THE BEGINNING OF AN
 KV6750'ASPHALT PAVED FOOT PATH.  THE GATE IS LOCKED.  TO OPEN CONTACT VICTOR
 KV6750'ROMATOWSKI AT THE PARKS DEPARTMENT.  CALL 908 390 6806 BETWEEN THE
 KV6750'HOURS OF 8 AM TO 4 PM.  PROCEED THROUGH GATE AND FOLLOW THE WINDING
 KV6750'FOOT PATH FOR APPROXIMATELY 530 FT (161.5 M) WHERE THE CONCRETE DAM
 KV6750'AT THE EDGE OF THE LAKE BECOMES VISIBLE.  PROCEED ALONG A DIRT TRAIL
 KV6750'ALONGSIDE THE DAM FOR APPROXIMATELY 225 FT.  THE STATION IS LOCATED
 KV6750'2.0 FT (0.6 M) SOUTHEAST OF THE DAM WALL AND 147.0 FT (44.8 M)
 KV6750'NORTHEAST MEASURED ALONG THE TOP OF THE DAM WALL CREST FROM THE
 KV6750'BEGINNING.  THE STATION NUMBER 12 V 1 IS PAINTED ON THE DAM WALL
 KV6750'OPPOSITE THE DISC.  THE STATION IS FLUSH WITH THE GROUND.
 KV6750
 KV6750                          STATION RECOVERY (1992)
 KV6750
 KV6750'RECOVERED 1992
 KV6750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6751 ***********************************************************************
 KV6751  DESIGNATION -  12 V 2
 KV6751  PID         -  KV6751
 KV6751  STATE/COUNTY-  NJ/MIDDLESEX
 KV6751  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6751
 KV6751                         *CURRENT SURVEY CONTROL
 KV6751  ___________________________________________________________________
 KV6751* NAD 83(1996)-  40 23 46.19977(N)    074 26 22.24083(W)     ADJUSTED  
 KV6751* NAVD 88     -        34.9    (meters)     115.     (feet)  GPS OBS   
 KV6751  ___________________________________________________________________
 KV6751  X           -   1,304,880.036 (meters)                     COMP
 KV6751  Y           -  -4,686,028.904 (meters)                     COMP
 KV6751  Z           -   4,111,587.003 (meters)                     COMP
 KV6751  LAPLACE CORR-           5.61  (seconds)                    DEFLEC99
 KV6751  ELLIP HEIGHT-           2.12  (meters)          (10/23/02) GPS OBS
 KV6751  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV6751
 KV6751  HORZ ORDER  -  FIRST
 KV6751  ELLP ORDER  -  FOURTH    CLASS I
 KV6751
 KV6751.The horizontal coordinates were established by GPS observations
 KV6751.and adjusted by the National Geodetic Survey in May 1999..
 KV6751
 KV6751.The orthometric height was determined by GPS observations and a
 KV6751.high-resolution geoid model.
 KV6751
 KV6751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6751
 KV6751.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6751
 KV6751.The ellipsoidal height was determined by GPS observations
 KV6751.and is referenced to NAD 83.
 KV6751
 KV6751.The geoid height was determined by GEOID03.
 KV6751
 KV6751;                    North         East     Units Scale Factor Converg.
 KV6751;SPC NJ       -   173,501.488   155,134.872   MT  0.99990032   +0 02 21.1
 KV6751;SPC NJ       -   569,229.47    508,971.66   sFT  0.99990032   +0 02 21.1
 KV6751;UTM  18      - 4,471,880.123   547,565.633   MT  0.99962785   +0 21 47.7
 KV6751
 KV6751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6751!SPC NJ       -   0.99999967  x   0.99990032  =   0.99989999
 KV6751!UTM  18      -   0.99999967  x   0.99962785  =   0.99962752
 KV6751
 KV6751                          SUPERSEDED SURVEY CONTROL
 KV6751
 KV6751  NAD 83(1986)-  40 23 46.19937(N)    074 26 22.24306(W) AD(       ) 1
 KV6751
 KV6751.Superseded values are not recommended for survey control.
 KV6751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6751.See file dsdata.txt to determine how the superseded data were derived.
 KV6751
 KV6751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4756671880(NAD 83)
 KV6751_MARKER: DD = SURVEY DISK
 KV6751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6751_SP_SET: CONCRETE POST
 KV6751_STAMPING: 12 V 2 1991
 KV6751_MARK LOGO: NJGS  
 KV6751_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6751+STABILITY: SURFACE MOTION
 KV6751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6751+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 KV6751
 KV6751  HISTORY     - Date     Condition        Report By
 KV6751  HISTORY     - 1991     MONUMENTED       NJGS
 KV6751  HISTORY     - 19920204 GOOD
 KV6751
 KV6751                          STATION DESCRIPTION
 KV6751
 KV6751'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6751'THE STATION IS LOCATED IN SOUTH BRUNSWICK TOWNSHIP ON THE WESTERLY
 KV6751'SIDE OF DUNHAMS CORNER ROAD.  TO REACH THE STATION GO 0.2 MI
 KV6751'(0.3 KM) NORTHWEST ALONG DUNHAMS CORNER ROAD FROM THE INTERSECTION OF
 KV6751'COUNTY ROAD 535,  ALSO KNOWN AS CRANBURY ROAD,  AND DUNHAMS CORNER
 KV6751'ROAD.  THE STATION IS ON THE LEFT.  9.2 FT (2.8 M) NORTHEAST OF POLE
 KV6751'BT54 145SB,  12.1 FT (3.7 M) SOUTHWEST OF THE CENTERLINE OF DUNHAMS
 KV6751'CORNER ROAD,  6.0 FT (1.8 M) NORTHWEST OF CONCRETE PAVEMENT SLAB
 KV6751'NUMBERED 218, 87.4 FT (26.6 M) SOUTHWEST OF POLE JC340EBW.  THE
 KV6751'STATION IS 0.1 FT (0.0 M) BELOW THE GROUND.
 KV6751
 KV6751                          STATION RECOVERY (1992)
 KV6751
 KV6751'RECOVERED 1992
 KV6751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5231 ***********************************************************************
 AA5231  DESIGNATION -  12 V 3
 AA5231  PID         -  AA5231
 AA5231  STATE/COUNTY-  NJ/MIDDLESEX
 AA5231  USGS QUAD   -  PERTH AMBOY (1981)
 AA5231
 AA5231                         *CURRENT SURVEY CONTROL
 AA5231  ___________________________________________________________________
 AA5231* NAD 83(1996)-  40 33 46.59194(N)    074 16 05.83785(W)     ADJUSTED  
 AA5231* NAVD 88     -         2.0    (meters)       7.     (feet)  GPS OBS   
 AA5231  ___________________________________________________________________
 AA5231  X           -   1,315,611.553 (meters)                     COMP
 AA5231  Y           -  -4,670,512.554 (meters)                     COMP
 AA5231  Z           -   4,125,652.317 (meters)                     COMP
 AA5231  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 AA5231  ELLIP HEIGHT-         -30.55  (meters)          (10/23/02) GPS OBS
 AA5231  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 AA5231
 AA5231  HORZ ORDER  -  FIRST
 AA5231  ELLP ORDER  -  FOURTH    CLASS I
 AA5231
 AA5231.The horizontal coordinates were established by GPS observations
 AA5231.and adjusted by the National Geodetic Survey in May 1999..
 AA5231
 AA5231.The orthometric height was determined by GPS observations and a
 AA5231.high-resolution geoid model.
 AA5231
 AA5231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5231
 AA5231.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5231
 AA5231.The ellipsoidal height was determined by GPS observations
 AA5231.and is referenced to NAD 83.
 AA5231
 AA5231.The geoid height was determined by GEOID03.
 AA5231
 AA5231;                    North         East     Units Scale Factor Converg.
 AA5231;SPC NJ       -   192,043.087   169,621.360   MT  0.99990474   +0 09 02.4
 AA5231;SPC NJ       -   630,061.36    556,499.41   sFT  0.99990474   +0 09 02.4
 AA5231;UTM  18      - 4,490,498.559   561,943.034   MT  0.99964723   +0 28 33.0
 AA5231
 AA5231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5231!SPC NJ       -   1.00000479  x   0.99990474  =   0.99990953
 AA5231!UTM  18      -   1.00000479  x   0.99964723  =   0.99965202
 AA5231
 AA5231                          SUPERSEDED SURVEY CONTROL
 AA5231
 AA5231  NAD 83(1996)-  40 33 46.59157(N)    074 16 05.83827(W) AD(       ) 1
 AA5231  NAD 83(1992)-  40 33 46.59063(N)    074 16 05.83791(W) AD(       ) 1
 AA5231  ELLIP H (04/30/95)  -30.61   (m)                       GP(       ) 3 2
 AA5231
 AA5231.Superseded values are not recommended for survey control.
 AA5231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5231.See file dsdata.txt to determine how the superseded data were derived.
 AA5231
 AA5231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6194390499(NAD 83)
 AA5231_MARKER: DD = SURVEY DISK
 AA5231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5231_STAMPING: 12 V 3 1994
 AA5231_MARK LOGO: NJGS  
 AA5231_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5231+STABILITY: SURFACE MOTION
 AA5231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5231+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2006
 AA5231
 AA5231  HISTORY     - Date     Condition        Report By
 AA5231  HISTORY     - 1994     MONUMENTED       NJGS
 AA5231  HISTORY     - 20060313 GOOD             AASCO
 AA5231
 AA5231                          STATION DESCRIPTION
 AA5231
 AA5231'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA5231'THE STATION IS LOCATED IN WOODBRIDGE TOWNSHIP ON THE NORTHEAST SIDE OF
 AA5231'PORT READING AVENUE.  TO REACH THE STATION FROM THE INTERSECTION OF
 AA5231'U.S HIGHWAY 1 AND STATE ROUTE 35, AMBOY AVENUE, GO SOUTH ON STATE
 AA5231'ROUTE 35 FOR 1.1 MI (1.8 KM) TO THE INTERSECTION WITH GREEN STREET.
 AA5231'TURN LEFT AND GO 0.4 MI (0.6 KM) EAST ON GREEN STREET TO THE
 AA5231'INTERSECTION WITH RAHWAY AVENUE.  TURN LEFT AND GO 0.25 MI (0.40 KM)
 AA5231'NORTH ON RAHWAY AVENUE TO THE TEE INTERSECTION WITH PORT READING
 AA5231'AVENUE ON THE RIGHT.  TURN RIGHT AND GO 0.15 MI (0.24 KM) NORTHEAST ON
 AA5231'PORT READING AVENUE TO THE BRIDGE OVER THE WOODBRIDGE RIVER AND THE
 AA5231'STATION ON THE LEFT, JUST EAST FROM THE BRIDGE.  THE STATION IS 5.9 M
 AA5231'(19.4 FT) NORTH FROM AN INLET ALONG THE NORTH CURBLINE OF PORT READING
 AA5231'AVENUE, 32.3 M (106.0 FT) EAST FROM THE NORTHEAST END OF THE BRIDGE
 AA5231'PARAPET WALL, 29.8 M (97.8 FT) WEST FROM THE WEST POST OF A SIGN FOR
 AA5231'THE WOODBRIDGE RIVER WILDLIFE SANCTUARY, 4.6 M (15.1 FT) EAST
 AA5231'NORTHEAST FROM THE END POST OF A GUIDERAIL LEADING TO THE BRIDGE AND
 AA5231'41.6 M (136.5 FT) NORTHWEST FROM THE INTERSECTION OF THE SIDEWALK FOR
 AA5231'THE WILDLIFE SANCTUARY AND THE PUBLIC SIDEWALK ALONG THE NORTH SIDE OF
 AA5231'PORT READING AVENUE.  THE STATION IS SET FLUSH WITH THE GROUND.
 AA5231
 AA5231                          STATION RECOVERY (2006)
 AA5231
 AA5231'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 AA5231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6752 ***********************************************************************
 KV6752  DESIGNATION -  12 W 1
 KV6752  PID         -  KV6752
 KV6752  STATE/COUNTY-  NJ/MIDDLESEX
 KV6752  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6752
 KV6752                         *CURRENT SURVEY CONTROL
 KV6752  ___________________________________________________________________
 KV6752* NAD 83(1996)-  40 26 12.10778(N)    074 23 36.16034(W)     ADJUSTED  
 KV6752* NAVD 88     -        41.3    (meters)     135.     (feet)  GPS OBS   
 KV6752  ___________________________________________________________________
 KV6752  X           -   1,307,869.037 (meters)                     COMP
 KV6752  Y           -  -4,682,171.156 (meters)                     COMP
 KV6752  Z           -   4,115,017.712 (meters)                     COMP
 KV6752  LAPLACE CORR-           5.34  (seconds)                    DEFLEC99
 KV6752  ELLIP HEIGHT-           8.59  (meters)          (10/23/02) GPS OBS
 KV6752  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KV6752
 KV6752  HORZ ORDER  -  FIRST
 KV6752  ELLP ORDER  -  FOURTH    CLASS I
 KV6752
 KV6752.The horizontal coordinates were established by GPS observations
 KV6752.and adjusted by the National Geodetic Survey in May 1999..
 KV6752
 KV6752.The orthometric height was determined by GPS observations and a
 KV6752.high-resolution geoid model.
 KV6752
 KV6752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6752
 KV6752.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6752
 KV6752.The ellipsoidal height was determined by GPS observations
 KV6752.and is referenced to NAD 83.
 KV6752
 KV6752.The geoid height was determined by GEOID03.
 KV6752
 KV6752;                    North         East     Units Scale Factor Converg.
 KV6752;SPC NJ       -   178,005.299   159,045.706   MT  0.99990101   +0 04 09.0
 KV6752;SPC NJ       -   584,005.72    521,802.45   sFT  0.99990101   +0 04 09.0
 KV6752;UTM  18      - 4,476,404.765   551,449.871   MT  0.99963258   +0 23 36.5
 KV6752
 KV6752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6752!SPC NJ       -   0.99999865  x   0.99990101  =   0.99989966
 KV6752!UTM  18      -   0.99999865  x   0.99963258  =   0.99963123
 KV6752
 KV6752:                Primary Azimuth Mark                     Grid Az
 KV6752:SPC NJ       -  12 X 1                                   169 14 33.2
 KV6752:UTM  18      -  12 X 1                                   168 55 05.7
 KV6752
 KV6752|---------------------------------------------------------------------|
 KV6752| PID    Reference Object                     Distance      Geod. Az  |
 KV6752|                                                           dddmmss.s |
 KV6752| KV6754 12 X 1                              478.846 METERS 1691842.2 |
 KV6752|---------------------------------------------------------------------|
 KV6752
 KV6752                          SUPERSEDED SURVEY CONTROL
 KV6752
 KV6752  NAD 83(1996)-  40 26 12.10754(N)    074 23 36.16199(W) AD(       ) 1
 KV6752  NAD 83(1986)-  40 26 12.10736(N)    074 23 36.16265(W) AD(       ) 1
 KV6752
 KV6752.Superseded values are not recommended for survey control.
 KV6752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6752.See file dsdata.txt to determine how the superseded data were derived.
 KV6752
 KV6752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5145076405(NAD 83)
 KV6752_MARKER: DD = SURVEY DISK
 KV6752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6752_SP_SET: CONCRETE POST
 KV6752_STAMPING: 12 W 1 1991
 KV6752_MARK LOGO: NJGS  
 KV6752_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6752+STABILITY: SURFACE MOTION
 KV6752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6752+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1992
 KV6752
 KV6752  HISTORY     - Date     Condition        Report By
 KV6752  HISTORY     - 1991     MONUMENTED       NJGS
 KV6752  HISTORY     - 19920203 GOOD
 KV6752
 KV6752                          STATION DESCRIPTION
 KV6752
 KV6752'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6752'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON THE WESTERLY SIDE
 KV6752'OF COUNTY ROAD 613,  ALSO KNOWN AS SUMMERHILL ROAD,  ON LANDS
 KV6752'BELONGING TO THE EAST BRUNSWICK BOARD OF EDUCATION.  TO REACH THE
 KV6752'STATION GO 0.3 MI (0.5 KM) NORTH ALONG SUMMERHILL ROAD FROM THE
 KV6752'INTERSECTION OF ARTHUR STREET AND SUMMERHILL ROAD.  THE STATION IS ON
 KV6752'THE LEFT NEAR THE SOUTHBOUND LANE.  27.4 FT (8.4 M) SOUTHWEST OF A
 KV6752'POLE 65575EBW,  30.3 FT (9.2 M) SOUTHWEST OF THE FACE OF A CONCRETE
 KV6752'CURB,  50.1 FT (15.3 M) NORTHEAST OF THE CENTER POST OF A WOODEN SIGN
 KV6752'ENTITLED EAST BRUNSWICK HIGH SCHOOL,  83.0 FT (25.3 M) SOUTHEAST OF
 KV6752'POLE 5574EBW,  32.2 FT (9.8 M) SOUTHWEST FROM THE CENTER OF AN
 KV6752'UNMARKED MANHOLE 3 FT (0.9 M) IN DIAMETER ON A RAISED CONCRETE SLAB
 KV6752'LOCATED IN THE LAWN AREA AT THE EDGE OF THE CURB,  101.0 FT (30.8 M)
 KV6752'NORTHWEST OF POLE 5574EBW WITH A LIGHT ON IT.  THE STATION IS 0.1 FT
 KV6752'(0.0 M) BELOW THE GROUND.
 KV6752
 KV6752                          STATION RECOVERY (1992)
 KV6752
 KV6752'RECOVERED 1992
 KV6752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6753 ***********************************************************************
 KV6753  DESIGNATION -  12 W 2
 KV6753  PID         -  KV6753
 KV6753  STATE/COUNTY-  NJ/MIDDLESEX
 KV6753  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6753
 KV6753                         *CURRENT SURVEY CONTROL
 KV6753  ___________________________________________________________________
 KV6753* NAD 83(1996)-  40 23 21.28054(N)    074 26 54.28934(W)     ADJUSTED  
 KV6753* NAVD 88     -        34.4    (meters)     113.     (feet)  GPS OBS   
 KV6753  ___________________________________________________________________
 KV6753  X           -   1,304,285.372 (meters)                     COMP
 KV6753  Y           -  -4,686,711.107 (meters)                     COMP
 KV6753  Z           -   4,111,001.290 (meters)                     COMP
 KV6753  LAPLACE CORR-           5.56  (seconds)                    DEFLEC99
 KV6753  ELLIP HEIGHT-           1.65  (meters)          (10/23/02) GPS OBS
 KV6753  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV6753
 KV6753  HORZ ORDER  -  FIRST
 KV6753  ELLP ORDER  -  FOURTH    CLASS I
 KV6753
 KV6753.The horizontal coordinates were established by GPS observations
 KV6753.and adjusted by the National Geodetic Survey in May 1999..
 KV6753
 KV6753.The orthometric height was determined by GPS observations and a
 KV6753.high-resolution geoid model.
 KV6753
 KV6753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6753
 KV6753.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6753
 KV6753.The ellipsoidal height was determined by GPS observations
 KV6753.and is referenced to NAD 83.
 KV6753
 KV6753.The geoid height was determined by GEOID03.
 KV6753
 KV6753;                    North         East     Units Scale Factor Converg.
 KV6753;SPC NJ       -   172,732.451   154,379.600   MT  0.99990024   +0 02 00.3
 KV6753;SPC NJ       -   566,706.38    506,493.74   sFT  0.99990024   +0 02 00.3
 KV6753;UTM  18      - 4,471,107.038   546,814.928   MT  0.99962698   +0 21 26.7
 KV6753
 KV6753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6753!SPC NJ       -   0.99999974  x   0.99990024  =   0.99989998
 KV6753!UTM  18      -   0.99999974  x   0.99962698  =   0.99962672
 KV6753
 KV6753                          SUPERSEDED SURVEY CONTROL
 KV6753
 KV6753  NAD 83(1986)-  40 23 21.28014(N)    074 26 54.29157(W) AD(       ) 1
 KV6753
 KV6753.Superseded values are not recommended for survey control.
 KV6753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6753.See file dsdata.txt to determine how the superseded data were derived.
 KV6753
 KV6753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4681571107(NAD 83)
 KV6753_MARKER: DD = SURVEY DISK
 KV6753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6753_SP_SET: CONCRETE POST
 KV6753_STAMPING: 12 W 2 1991
 KV6753_MARK LOGO: NJGS  
 KV6753_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6753+STABILITY: SURFACE MOTION
 KV6753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6753+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 KV6753
 KV6753  HISTORY     - Date     Condition        Report By
 KV6753  HISTORY     - 1991     MONUMENTED       NJGS
 KV6753  HISTORY     - 19920204 GOOD
 KV6753
 KV6753                          STATION DESCRIPTION
 KV6753
 KV6753'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6753'THE STATION IS LOCATED IN SOUTH BRUNSWICK TOWNSHIP ON THE EASTERLY
 KV6753'SIDE OF DAVIDSONS MILL ROAD.  TO REACH THE STATION GO 0.4 MI
 KV6753'(0.6 KM) NORTHWESTERLY ALONG DAVIDSONS MILL ROAD FROM THE
 KV6753'INTERSECTION OF COUNTY ROAD 535,  ALSO KNOWN AS CRANBURY ROAD,  AND
 KV6753'DAVIDSONS MILL ROAD.  THE STATION IS ON THE RIGHT.  3.2 FT (1.0 M)
 KV6753'NORTHEAST OF THE FACE OF THE CONCRETE CURB,  96.0 FT (29.3 M)
 KV6753'SOUTHEAST OF A POLE WITH NO NUMBER,  51.4 FT (15.7 M) NORTHWEST OF A
 KV6753'CURB TYPE INLET, 50.0 FT (15.2 M) NORTH NORTHWEST FROM THE CENTER OF
 KV6753'A MANHOLE IN THE NORTHBOUND LANE OF DAVIDSONS MILL ROAD AND MARKED
 KV6753'SOUTH BRUNSWICK SANITARY SEWER 1990,   84.5 FT (25.8 M) NORTHWEST OF
 KV6753'POLE JC87SB, 23.5 FT (7.2 M) NORTHEAST OF THE CENTERLINE OF DAVIDSONS
 KV6753'MILL ROAD. THE STATION IS FLUSH WITH THE GROUND.
 KV6753
 KV6753                          STATION RECOVERY (1992)
 KV6753
 KV6753'RECOVERED 1992
 KV6753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AG9916 ***********************************************************************
 AG9916  CBN         -  This is a Cooperative Base Network Control Station.
 AG9916  DESIGNATION -  12 W 3
 AG9916  PID         -  AG9916
 AG9916  STATE/COUNTY-  NJ/MIDDLESEX
 AG9916  USGS QUAD   -  PLAINFIELD (1995)
 AG9916
 AG9916                         *CURRENT SURVEY CONTROL
 AG9916  ___________________________________________________________________
 AG9916* NAD 83(1996)-  40 33 26.21328(N)    074 26 46.04552(W)     ADJUSTED  
 AG9916* NAVD 88     -        25.191  (meters)      82.65   (feet)  ADJUSTED  
 AG9916  ___________________________________________________________________
 AG9916  X           -   1,301,223.076 (meters)                     COMP
 AG9916  Y           -  -4,674,983.904 (meters)                     COMP
 AG9916  Z           -   4,125,189.562 (meters)                     COMP
 AG9916  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 AG9916  ELLIP HEIGHT-          -7.78  (meters)          (09/24/01) GPS OBS
 AG9916  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 AG9916  DYNAMIC HT  -          25.180 (meters)      82.61  (feet)  COMP
 AG9916  MODELED GRAV-     980,192.6   (mgal)                       NAVD 88
 AG9916
 AG9916  HORZ ORDER  -  B
 AG9916  VERT ORDER  -  FIRST     CLASS II
 AG9916  ELLP ORDER  -  FOURTH    CLASS I
 AG9916
 AG9916.The horizontal coordinates were established by GPS observations
 AG9916.and adjusted by the National Geodetic Survey in August 1998..
 AG9916
 AG9916.The orthometric height was determined by differential leveling
 AG9916.and adjusted by the National Geodetic Survey in March 2001..
 AG9916.No vertical observational check was made to the station.
 AG9916
 AG9916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9916
 AG9916.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9916
 AG9916.The ellipsoidal height was determined by GPS observations
 AG9916.and is referenced to NAD 83.
 AG9916
 AG9916.The geoid height was determined by GEOID03.
 AG9916
 AG9916.The dynamic height is computed by dividing the NAVD 88
 AG9916.geopotential number by the normal gravity value computed on the
 AG9916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9916.degrees latitude (g = 980.6199 gals.).
 AG9916
 AG9916.The modeled gravity was interpolated from observed gravity values.
 AG9916
 AG9916;                    North         East     Units Scale Factor Converg.
 AG9916;SPC NJ       -   191,390.145   154,562.626   MT  0.99990026   +0 02 06.1
 AG9916;SPC NJ       -   627,919.17    507,094.22   sFT  0.99990026   +0 02 06.1
 AG9916;UTM  18      - 4,489,760.371   546,892.243   MT  0.99962707   +0 21 36.5
 AG9916
 AG9916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9916!SPC NJ       -   1.00000122  x   0.99990026  =   0.99990148
 AG9916!UTM  18      -   1.00000122  x   0.99962707  =   0.99962829
 AG9916
 AG9916                          SUPERSEDED SURVEY CONTROL
 AG9916
 AG9916  ELLIP H (08/14/98)   -7.76   (m)                       GP(       ) 3 2
 AG9916  NAVD 88 (09/24/01)   25.19   (m)           82.6    (f) LEVELING    3  
 AG9916  NAVD 88 (08/14/98)   25.19   (m)           82.6    (f) LEVELING    3  
 AG9916
 AG9916.Superseded values are not recommended for survey control.
 AG9916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9916.See file dsdata.txt to determine how the superseded data were derived.
 AG9916
 AG9916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4689289760(NAD 83)
 AG9916_MARKER: I = METAL ROD
 AG9916_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AG9916+WITH SETTING: INFORMATION.
 AG9916_STAMPING: 12 W 3 1997
 AG9916_MARK LOGO: NJGS  
 AG9916_PROJECTION: RECESSED 10 CENTIMETERS
 AG9916_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9916+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2006
 AG9916_ROD/PIPE-DEPTH: 1.52 meters
 AG9916_SLEEVE-DEPTH  : 0.90 meters
 AG9916
 AG9916  HISTORY     - Date     Condition        Report By
 AG9916  HISTORY     - 1997     MONUMENTED       NJGS
 AG9916  HISTORY     - 19970707 GOOD             NJGS
 AG9916  HISTORY     - 20001003 GOOD             NJGS
 AG9916  HISTORY     - 20001212 GOOD             TWT
 AG9916  HISTORY     - 20020717 GOOD             NJGS
 AG9916  HISTORY     - 20030403 GOOD             JCLS
 AG9916  HISTORY     - 20050404 GOOD             JCLS
 AG9916  HISTORY     - 20050405 GOOD             JCLS
 AG9916  HISTORY     - 20050411 GOOD             NJGS
 AG9916  HISTORY     - 20060508 GOOD             BOSWEL
 AG9916
 AG9916                          STATION DESCRIPTION
 AG9916
 AG9916'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (RJK)
 AG9916'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP ON STATE PROPERTY ABOUT
 AG9916'2.5 MI (4.0 KM) SOUTHEAST FROM THE BOROUGH OF DUNELLEN, 4.0 MI (6.4
 AG9916'KM) NORTHWEST FROM THE BOROUGH OF METUCHEN AND 2.5 MI (4.0 KM)
 AG9916'SOUTHWEST FROM THE BOROUGH OF SOUTH PLAINFIELD ON THE NORTHWEST SIDE
 AG9916'OF A LARGE TRIANGULAR SHAPED DRAINAGE DETENTION BASIN WITHIN A RAMP
 AG9916'AREA AND ACCESS ROAD LEADING TO THE NORTHBOUND LANES OF INTERSTATE
 AG9916'HIGHWAY 287 AND ABOUT 0.1 MI (0.2 KM) NORTH FROM THE BRIDGE CARRYING
 AG9916'WASHINGTON AVENUE OVER INTERSTATE HIGHWAY 287.  TO REACH THE STATION
 AG9916'FROM THE INTERSECTION OF STELTON ROAD, COUNTY ROAD 529 AND WASHINGTON
 AG9916'AVENUE, GO SOUTH ON WASHINGTON AVENUE FOR 0.2 MI (0.3 KM) TO THE
 AG9916'INTERSECTION WITH THE RAMP AND AN ACCESS ROAD AT A TRAFFIC LIGHT. TURN
 AG9916'LEFT AND GO EAST ON THE ACCESS ROAD FOR ABOUT 87 FT (26.5 M) TO THE
 AG9916'STATION ON THE RIGHT, SET FLUSH WITH THE GROUND ON THE NORTHWEST SIDE
 AG9916'OF A LARGE TRIANGULAR SHAPED DRAINAGE RETENTION BASIN WITHIN A RAMP
 AG9916'LEADING TO THE NORTHBOUND LANES OF INTERSTATE HIGHWAY 287 AND AN
 AG9916'ACCESS ROAD LEADING EAST TO A LARGE CONCRETE AND GLASS OFFICE
 AG9916'BUILDING, THE WASHINGTON PLAZA.  THE STATION IS A STANDARD NGS THREE
 AG9916'DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS COVER IS STAMPED 12 W 3
 AG9916'1997 AND IS SET FLUSH WITH THE GROUND.  THE STATION IS A NINE
 AG9916'SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD WITH GREASE FILLED
 AG9916'SLEEVE, DRIVEN TO REFUSAL AT A DEPTH OF 1.52 M (4.99 FT) AND IS
 AG9916'RECESSED ABOUT 10 CM BELOW THE GROUND.  THE STATION IS 33.0 FT (10.1
 AG9916'M) SOUTH SOUTHEAST FROM THE CENTERLINE OF A PAVED ACCESS ROAD LEADING
 AG9916'EAST TO A LARGE CONCRETE AND GLASS OFFICE BUILDING, 59.75 FT (18.21 M)
 AG9916'WEST FROM A CONCRETE FLARED END SECTION DRAINAGE PIPE ON THE WEST SIDE
 AG9916'OF THE RAMP, 61.30 FT (18.68 M) EAST NORTHEAST FROM A CONCRETE FLARED
 AG9916'END SECTION DRAINAGE PIPE ON THE EAST SIDE OF WASHINGTON AVENUE, 78.50
 AG9916'FT (23.93 M) SOUTHEAST FROM POLE NUMBER 9771 PC ON THE NORTHWEST SIDE
 AG9916'OF THE ACCESS ROAD, 81.50 FT (24.84 M) EAST FROM A TRAFFIC LIGHT POLE
 AG9916'ON THE EAST SIDE OF WASHINGTON AVENUE, 87.0 FT (26.5 M) EAST FROM THE
 AG9916'EAST CURB OF WASHINGTON AVENUE AND 12.50 FT (3.81 M) SOUTH SOUTHEAST
 AG9916'FROM THE SOUTH CURB OF THE ACCESS ROAD.
 AG9916
 AG9916                          STATION RECOVERY (1997)
 AG9916
 AG9916'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AG9916'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP ON STATE PROPERTY ABOUT
 AG9916'2.5 MI (4.0 KM) SOUTHEAST FROM THE BOROUGH OF DUNELLEN, 4.0 MI (6.4
 AG9916'KM) NORTHWEST FROM THE BOROUGH OF METUCHEN AND 2.5 MI (4.0 KM)
 AG9916'SOUTHWEST FROM THE BOROUGH OF SOUTH PLAINFIELD ON THE NORTHWEST SIDE
 AG9916'OF A LARGE TRIANGULAR SHAPED DRAINAGE DETENTION BASIN WITHIN A RAMP
 AG9916'AREA AND ACCESS ROAD LEADING TO THE NORTHBOUND LANES OF INTERSTATE
 AG9916'HIGHWAY 287 AND ABOUT 0.1 MI (0.2 KM) NORTH FROM THE BRIDGE CARRYING
 AG9916'WASHINGTON AVENUE OVER INTERSTATE HIGHWAY 287.  TO REACH THE STATION
 AG9916'FROM THE INTERSECTION OF STELTON ROAD, COUNTY ROAD 529 AND WASHINGTON
 AG9916'AVENUE, GO SOUTH ON WASHINGTON AVENUE FOR 0.2 MI (0.3 KM) TO THE
 AG9916'INTERSECTION WITH THE RAMP AND AN ACCESS ROAD AT A TRAFFIC LIGHT. TURN
 AG9916'LEFT AND GO EAST ON THE ACCESS ROAD FOR ABOUT 87 FT (26.5 M) TO THE
 AG9916'STATION ON THE RIGHT, SET FLUSH WITH THE GROUND ON THE NORTHWEST SIDE
 AG9916'OF A LARGE TRIANGULAR SHAPED DRAINAGE RETENTION BASIN WITHIN A RAMP
 AG9916'LEADING TO THE NORTHBOUND LANES OF INTERSTATE HIGHWAY 287 AND AN
 AG9916'ACCESS ROAD LEADING EAST TO A LARGE CONCRETE AND GLASS OFFICE
 AG9916'BUILDING, THE WASHINGTON PLAZA.  THE STATION IS A STANDARD NGS THREE
 AG9916'DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS COVER IS STAMPED 12 W 3
 AG9916'1997 AND IS SET FLUSH WITH THE GROUND.  THE STATION IS A NINE
 AG9916'SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD WITH GREASE FILLED
 AG9916'SLEEVE, DRIVEN TO REFUSAL AT A DEPTH OF 1.52 M (4.99 FT) AND IS
 AG9916'RECESSED ABOUT 10 CM BELOW THE GROUND.  THE STATION IS 33.0 FT (10.1
 AG9916'M) SOUTH SOUTHEAST FROM THE CENTERLINE OF A PAVED ACCESS ROAD LEADING
 AG9916'EAST TO A LARGE CONCRETE AND GLASS OFFICE BUILDING, 59.75 FT (18.21 M)
 AG9916'WEST FROM A CONCRETE FLARED END SECTION DRAINAGE PIPE ON THE WEST SIDE
 AG9916'OF THE RAMP, 61.30 FT (18.68 M) EAST NORTHEAST FROM A CONCRETE FLARED
 AG9916'END SECTION DRAINAGE PIPE ON THE EAST SIDE OF WASHINGTON AVENUE, 78.50
 AG9916'FT (23.93 M) SOUTHEAST FROM POLE NUMBER 9771 PC ON THE NORTHWEST SIDE
 AG9916'OF THE ACCESS ROAD, 81.50 FT (24.84 M) EAST FROM A TRAFFIC LIGHT POLE
 AG9916'ON THE EAST SIDE OF WASHINGTON AVENUE, 87.0 FT (26.5 M) EAST FROM THE
 AG9916'EAST CURB OF WASHINGTON AVENUE AND 12.50 FT (3.81 M) SOUTH SOUTHEAST
 AG9916'FROM THE SOUTH CURB OF THE ACCESS ROAD.
 AG9916
 AG9916                          STATION RECOVERY (2000)
 AG9916
 AG9916'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (FGK)
 AG9916'RECOVERED AS DESCRIBED.  ROD IS STAINLESS STEEL.
 AG9916' 
 AG9916' 
 AG9916'
 AG9916
 AG9916                          STATION RECOVERY (2000)
 AG9916
 AG9916'RECOVERY NOTE BY TWT CONS ENG 2000 (DRF)
 AG9916'RECOVERED IN GOOD CONDITION.
 AG9916
 AG9916                          STATION RECOVERY (2002)
 AG9916
 AG9916'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (EB)
 AG9916'RECOVERED AS DESCRIBED.
 AG9916' 
 AG9916'
 AG9916
 AG9916                          STATION RECOVERY (2003)
 AG9916
 AG9916'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 AG9916'RECOVERED IN GOOD CONDITION.
 AG9916
 AG9916                          STATION RECOVERY (2005)
 AG9916
 AG9916'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 AG9916'RECOVERED IN GOOD CONDITION.
 AG9916
 AG9916                          STATION RECOVERY (2005)
 AG9916
 AG9916'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 AG9916'RECOVERED IN GOOD CONDITION.
 AG9916
 AG9916                          STATION RECOVERY (2005)
 AG9916
 AG9916'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2005 (SJM)
 AG9916'RECOVERED AS DESCRIBED.
 AG9916
 AG9916                          STATION RECOVERY (2006)
 AG9916
 AG9916'RECOVERY NOTE BY BOSWELL ENGINEERING 2006 (AB)
 AG9916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6754 ***********************************************************************
 KV6754  DESIGNATION -  12 X 1
 KV6754  PID         -  KV6754
 KV6754  STATE/COUNTY-  NJ/MIDDLESEX
 KV6754  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6754
 KV6754                         *CURRENT SURVEY CONTROL
 KV6754  ___________________________________________________________________
 KV6754* NAD 83(1996)-  40 25 56.85298(N)    074 23 32.39247(W)     ADJUSTED  
 KV6754* NAVD 88     -        43.5    (meters)     143.     (feet)  GPS OBS   
 KV6754  ___________________________________________________________________
 KV6754  X           -   1,308,037.120 (meters)                     COMP
 KV6754  Y           -  -4,682,442.784 (meters)                     COMP
 KV6754  Z           -   4,114,660.970 (meters)                     COMP
 KV6754  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 KV6754  ELLIP HEIGHT-          10.76  (meters)          (10/23/02) GPS OBS
 KV6754  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KV6754
 KV6754  HORZ ORDER  -  FIRST
 KV6754  ELLP ORDER  -  FOURTH    CLASS I
 KV6754
 KV6754.The horizontal coordinates were established by GPS observations
 KV6754.and adjusted by the National Geodetic Survey in May 1999..
 KV6754
 KV6754.The orthometric height was determined by GPS observations and a
 KV6754.high-resolution geoid model.
 KV6754
 KV6754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6754
 KV6754.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6754
 KV6754.The ellipsoidal height was determined by GPS observations
 KV6754.and is referenced to NAD 83.
 KV6754
 KV6754.The geoid height was determined by GEOID03.
 KV6754
 KV6754;                    North         East     Units Scale Factor Converg.
 KV6754;SPC NJ       -   177,534.915   159,135.074   MT  0.99990103   +0 04 11.4
 KV6754;SPC NJ       -   582,462.47    522,095.66   sFT  0.99990103   +0 04 11.4
 KV6754;UTM  18      - 4,475,935.020   551,541.876   MT  0.99963270   +0 23 38.8
 KV6754
 KV6754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6754!SPC NJ       -   0.99999831  x   0.99990103  =   0.99989934
 KV6754!UTM  18      -   0.99999831  x   0.99963270  =   0.99963101
 KV6754
 KV6754:                Primary Azimuth Mark                     Grid Az
 KV6754:SPC NJ       -  12 W 1                                   349 14 33.2
 KV6754:UTM  18      -  12 W 1                                   348 55 05.8
 KV6754
 KV6754|---------------------------------------------------------------------|
 KV6754| PID    Reference Object                     Distance      Geod. Az  |
 KV6754|                                                           dddmmss.s |
 KV6754| KV6752 12 W 1                              478.846 METERS 3491844.6 |
 KV6754|---------------------------------------------------------------------|
 KV6754
 KV6754                          SUPERSEDED SURVEY CONTROL
 KV6754
 KV6754  NAD 83(1996)-  40 25 56.85278(N)    074 23 32.39420(W) AD(       ) 1
 KV6754  NAD 83(1986)-  40 25 56.85276(N)    074 23 32.39486(W) AD(       ) 1
 KV6754
 KV6754.Superseded values are not recommended for survey control.
 KV6754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6754.See file dsdata.txt to determine how the superseded data were derived.
 KV6754
 KV6754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5154275935(NAD 83)
 KV6754_MARKER: DD = SURVEY DISK
 KV6754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6754_SP_SET: CONCRETE POST
 KV6754_STAMPING: 12 X 1 1991
 KV6754_MARK LOGO: NJGS  
 KV6754_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6754+STABILITY: SURFACE MOTION
 KV6754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6754+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1992
 KV6754
 KV6754  HISTORY     - Date     Condition        Report By
 KV6754  HISTORY     - 1991     MONUMENTED       NJGS
 KV6754  HISTORY     - 19920203 GOOD
 KV6754
 KV6754                          STATION DESCRIPTION
 KV6754
 KV6754'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6754'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON COUNTY ROAD 613,
 KV6754'ALSO KNOWN AS SUMMERHILL ROAD,  IN THE CENTER OF A GRASSED MEDIAN.
 KV6754'TO REACH THE STATION GO 235.0 FT (71.6 M) IN A SOUTHERLY DIRECTION
 KV6754'FROM THE INTERSECTION OF ARTHUR STREET AND SUMMERHILL ROAD.  5.8 FT
 KV6754'(1.8 M) EASTERLY FROM THE CONCRETE CURB ON THE WESTERLY SIDE OF THE
 KV6754'MEDIAN,  60.4 FT (18.4 M) SOUTHEAST OF POLE 5569EBW,  80.1 FT
 KV6754'(24.4 M) SOUTHEAST OF A FLAT GRATE INLET IN THE SOUTHBOUND LANE OF
 KV6754'SUMMERHILL ROAD,  48.8 FT (14.9 M) SOUTHWEST OF POLE 60410EBW,  98.4
 KV6754'FT (30.0 M) NORTHWEST OF A POLE 60411EBW,  43.4 FT (13.2 M) WEST OF
 KV6754'THE CONCRETE CURB NOSE OF THE ARTHUR STREET JUGHANDLE. THE STATION IS
 KV6754'0.1 FT (0.0 M) BELOW THE GROUND.
 KV6754
 KV6754                          STATION RECOVERY (1992)
 KV6754
 KV6754'RECOVERED 1992
 KV6754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6755 ***********************************************************************
 KV6755  DESIGNATION -  12 X 2
 KV6755  PID         -  KV6755
 KV6755  STATE/COUNTY-  NJ/MIDDLESEX
 KV6755  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6755
 KV6755                         *CURRENT SURVEY CONTROL
 KV6755  ___________________________________________________________________
 KV6755* NAD 83(1996)-  40 23 05.62909(N)    074 26 38.43736(W)     ADJUSTED  
 KV6755* NAVD 88     -        40.1    (meters)     132.     (feet)  GPS OBS   
 KV6755  ___________________________________________________________________
 KV6755  X           -   1,304,730.613 (meters)                     COMP
 KV6755  Y           -  -4,686,916.411 (meters)                     COMP
 KV6755  Z           -   4,110,637.285 (meters)                     COMP
 KV6755  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 KV6755  ELLIP HEIGHT-           7.38  (meters)          (10/23/02) GPS OBS
 KV6755  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV6755
 KV6755  HORZ ORDER  -  FIRST
 KV6755  ELLP ORDER  -  FOURTH    CLASS I
 KV6755
 KV6755.The horizontal coordinates were established by GPS observations
 KV6755.and adjusted by the National Geodetic Survey in May 1999..
 KV6755
 KV6755.The orthometric height was determined by GPS observations and a
 KV6755.high-resolution geoid model.
 KV6755
 KV6755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6755
 KV6755.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6755
 KV6755.The ellipsoidal height was determined by GPS observations
 KV6755.and is referenced to NAD 83.
 KV6755
 KV6755.The geoid height was determined by GEOID03.
 KV6755
 KV6755;                    North         East     Units Scale Factor Converg.
 KV6755;SPC NJ       -   172,249.957   154,753.742   MT  0.99990028   +0 02 10.6
 KV6755;SPC NJ       -   565,123.40    507,721.24   sFT  0.99990028   +0 02 10.6
 KV6755;UTM  18      - 4,470,626.798   547,191.689   MT  0.99962741   +0 21 36.9
 KV6755
 KV6755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6755!SPC NJ       -   0.99999884  x   0.99990028  =   0.99989912
 KV6755!UTM  18      -   0.99999884  x   0.99962741  =   0.99962625
 KV6755
 KV6755                          SUPERSEDED SURVEY CONTROL
 KV6755
 KV6755  ELLIP H (05/14/99)    7.39   (m)                       GP(       ) 4 1
 KV6755  NAD 83(1986)-  40 23 05.62875(N)    074 26 38.43972(W) AD(       ) 1
 KV6755
 KV6755.Superseded values are not recommended for survey control.
 KV6755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6755.See file dsdata.txt to determine how the superseded data were derived.
 KV6755
 KV6755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4719270627(NAD 83)
 KV6755_MARKER: DD = SURVEY DISK
 KV6755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6755_SP_SET: CONCRETE POST
 KV6755_STAMPING: 12 X 2 1991
 KV6755_MARK LOGO: NJGS  
 KV6755_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6755+STABILITY: SURFACE MOTION
 KV6755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6755+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 KV6755
 KV6755  HISTORY     - Date     Condition        Report By
 KV6755  HISTORY     - 1991     MONUMENTED       NJGS
 KV6755  HISTORY     - 19920204 GOOD
 KV6755
 KV6755                          STATION DESCRIPTION
 KV6755
 KV6755'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6755'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON THE SOUTHERLY
 KV6755'SIDE OF COUNTY ROAD 535,  ALSO KNOWN AS CRANBURY ROAD,  OPPOSITE THE
 KV6755'CENTERLINE INTERSECTION OF DAVIDSONS MILL ROAD.  2.6 FT (0.8 M)
 KV6755'SOUTHEAST OF THE FACE OF A CONCRETE CURB ON CRANBURY ROAD,  17.7 FT
 KV6755'(5.4 M) NORTHEAST OF POLE 00193,  60.3 FT (18.4 M) NORTHEAST OF A
 KV6755'CURB TYPE INLET,  40.9 FT (12.5 M) SOUTHWEST OF THE NORTHERLY POST OF
 KV6755'A WOOD SIGN ENTITLED LAUGHING BOY FARMS WHOLESALE NURSERYMEN.  THE
 KV6755'STATION IS ON THE SLOPE OF A BANK 0.3 FT (0.1 M) ABOVE THE TOP OF
 KV6755'CURB.
 KV6755
 KV6755                          STATION RECOVERY (1992)
 KV6755
 KV6755'RECOVERED 1992
 KV6755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9190 ***********************************************************************
 AH9190  DESIGNATION -  12 X 3
 AH9190  PID         -  AH9190
 AH9190  STATE/COUNTY-  NJ/MIDDLESEX
 AH9190  USGS QUAD   -  PLAINFIELD (1995)
 AH9190
 AH9190                         *CURRENT SURVEY CONTROL
 AH9190  ___________________________________________________________________
 AH9190* NAD 83(1986)-  40 34 14.     (N)    074 27 13.     (W)     SCALED    
 AH9190* NAVD 88     -        21.330  (meters)      69.98   (feet)  ADJUSTED  
 AH9190  ___________________________________________________________________
 AH9190  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AH9190  DYNAMIC HT  -          21.321 (meters)      69.95  (feet)  COMP
 AH9190  MODELED GRAV-     980,191.5   (mgal)                       NAVD 88
 AH9190
 AH9190  VERT ORDER  -  FIRST     CLASS II
 AH9190
 AH9190.The horizontal coordinates were scaled from a topographic map and have
 AH9190.an estimated accuracy of +/- 6 seconds.
 AH9190
 AH9190.The orthometric height was determined by differential leveling
 AH9190.and adjusted by the National Geodetic Survey in March 2001..
 AH9190.No vertical observational check was made to the station.
 AH9190
 AH9190.The geoid height was determined by GEOID03.
 AH9190
 AH9190.The dynamic height is computed by dividing the NAVD 88
 AH9190.geopotential number by the normal gravity value computed on the
 AH9190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9190.degrees latitude (g = 980.6199 gals.).
 AH9190
 AH9190.The modeled gravity was interpolated from observed gravity values.
 AH9190
 AH9190;                    North         East    Units  Estimated Accuracy
 AH9190;SPC NJ       -   192,860.      153,930.      MT  (+/- 180 meters Scaled)
 AH9190
 AH9190                          SUPERSEDED SURVEY CONTROL
 AH9190
 AH9190.No superseded survey control is available for this station.
 AH9190
 AH9190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK462912(NAD 83)
 AH9190_MARKER: DD = SURVEY DISK
 AH9190_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH9190_SP_SET: CULVERT HEADWALL
 AH9190_STAMPING: 12 X 3 1997
 AH9190_MARK LOGO: NJGS  
 AH9190_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9190+STABILITY: SURFACE MOTION
 AH9190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9190+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH9190
 AH9190  HISTORY     - Date     Condition        Report By
 AH9190  HISTORY     - 1997     MONUMENTED       NJGS
 AH9190
 AH9190                          STATION DESCRIPTION
 AH9190
 AH9190'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (JVS)
 AH9190'THE STATION IS LOCATED IN THE TOWNSHIP OF PISCATAWAY.  TO REACH THE
 AH9190'STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY I 287 AND
 AH9190'WASHINGTON AVENUE, COUNTY ROAD 665 AT INTERCHANGE 6, GO NORTH ON
 AH9190'WASHINGTON AVENUE FOR 0.4 MI (0.6 KM) TO THE INTERSECTION WITH STELTON
 AH9190'ROAD, COUNTY ROAD 529 AT A TRAFFIC LIGHT.  TURN LEFT AND GO 0.1 MI
 AH9190'(0.2 KM) TO A FORK IN THE ROAD.  TAKE THE RIGHT FORK AND GO 0.7 MI
 AH9190'(1.1 KM) TO THE STATION ON THE RIGHT, JUST BEFORE THE TEE INTERSECTION
 AH9190'WITH WOODROW AVENUE ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE TOP
 AH9190'OF A CONCRETE CULVERT HEADWALL.  THE STATION IS 8.5 M (27.9 FT)
 AH9190'SOUTHEAST FROM UTILITY POLE NUMBER 7767 PC, 12.4 M (40.7 FT) EAST FROM
 AH9190'THE CENTERLINE OF WASHINGTON AVENUE, 21.7 M (71.2 FT) SOUTHEAST FROM A
 AH9190'MANHOLE LOCATED AT THE INTERSECTION OF WOODROW AVENUE AND WASHINGTON
 AH9190'ROAD AND 21.6 M (70.9 FT) EAST SOUTHEAST FROM UTILITY POLE NUMBER
 AH9190'65626 PC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6756 ***********************************************************************
 KV6756  DESIGNATION -  12 Y 1
 KV6756  PID         -  KV6756
 KV6756  STATE/COUNTY-  NJ/MIDDLESEX
 KV6756  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6756
 KV6756                         *CURRENT SURVEY CONTROL
 KV6756  ___________________________________________________________________
 KV6756* NAD 83(1996)-  40 25 57.85499(N)    074 25 23.34134(W)     ADJUSTED  
 KV6756* NAVD 88     -        36.2    (meters)     119.     (feet)  GPS OBS   
 KV6756  ___________________________________________________________________
 KV6756  X           -   1,305,511.380 (meters)                     COMP
 KV6756  Y           -  -4,683,120.989 (meters)                     COMP
 KV6756  Z           -   4,114,679.722 (meters)                     COMP
 KV6756  LAPLACE CORR-           5.44  (seconds)                    DEFLEC99
 KV6756  ELLIP HEIGHT-           3.40  (meters)          (10/23/02) GPS OBS
 KV6756  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV6756
 KV6756  HORZ ORDER  -  FIRST
 KV6756  ELLP ORDER  -  FOURTH    CLASS I
 KV6756
 KV6756.The horizontal coordinates were established by GPS observations
 KV6756.and adjusted by the National Geodetic Survey in May 1999..
 KV6756
 KV6756.The orthometric height was determined by GPS observations and a
 KV6756.high-resolution geoid model.
 KV6756
 KV6756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6756
 KV6756.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6756
 KV6756.The ellipsoidal height was determined by GPS observations
 KV6756.and is referenced to NAD 83.
 KV6756
 KV6756.The geoid height was determined by GEOID03.
 KV6756
 KV6756;                    North         East     Units Scale Factor Converg.
 KV6756;SPC NJ       -   177,563.089   156,520.221   MT  0.99990052   +0 02 59.4
 KV6756;SPC NJ       -   582,554.90    513,516.76   sFT  0.99990052   +0 02 59.4
 KV6756;UTM  18      - 4,475,948.390   548,927.611   MT  0.99962947   +0 22 26.9
 KV6756
 KV6756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6756!SPC NJ       -   0.99999947  x   0.99990052  =   0.99989999
 KV6756!UTM  18      -   0.99999947  x   0.99962947  =   0.99962894
 KV6756
 KV6756|---------------------------------------------------------------------|
 KV6756| PID    Reference Object                     Distance      Geod. Az  |
 KV6756|                                                           dddmmss.s |
 KV6756| KV6758 12 Z 1                              390.352 METERS 09310     |
 KV6756|---------------------------------------------------------------------|
 KV6756
 KV6756                          SUPERSEDED SURVEY CONTROL
 KV6756
 KV6756  ELLIP H (05/14/99)    3.41   (m)                       GP(       ) 4 1
 KV6756  NAD 83(1996)-  40 25 57.85474(N)    074 25 23.34311(W) AD(       ) 1
 KV6756  NAD 83(1986)-  40 25 57.85456(N)    074 25 23.34354(W) AD(       ) 1
 KV6756
 KV6756.Superseded values are not recommended for survey control.
 KV6756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6756.See file dsdata.txt to determine how the superseded data were derived.
 KV6756
 KV6756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4892875948(NAD 83)
 KV6756_MARKER: DD = SURVEY DISK
 KV6756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6756_SP_SET: CONCRETE POST
 KV6756_STAMPING: 12 Y 1 1991
 KV6756_MARK LOGO: NJGS  
 KV6756_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6756+STABILITY: SURFACE MOTION
 KV6756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6756+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1992
 KV6756
 KV6756  HISTORY     - Date     Condition        Report By
 KV6756  HISTORY     - 1991     MONUMENTED       NJGS
 KV6756  HISTORY     - 19920214 GOOD
 KV6756
 KV6756                          STATION DESCRIPTION
 KV6756
 KV6756'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6756'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON THE EASTERLY SIDE
 KV6756'OF COUNTY ROAD 617,  ALSO KNOWN AS RYDERS LANE.  TO REACH THE STATION
 KV6756'GO 0.6 MI (1.0 KM) NORTH FROM THE INTERSECTION OF DUNHAMS CORNER ROAD
 KV6756'AND RYDERS LANE TO THE STATION ON THE RIGHT IN FRONT OF SAINT
 KV6756'BARTHOLOMEWS CHURCH PROPERTY.  7.4 FT (2.3 M) NORTHEAST OF POLE
 KV6756'65537EBW,  38.3 FT (11.7 M) NORTHEAST OF A FIRE HYDRANT,  25.6 FT
 KV6756'(7.8 M) SOUTHEAST FROM THE CENTER OF RYDERS LNAE,  73.7 FT (22.5 M)
 KV6756'SOUTHWEST OF A DOUBLE FLAT GRATE INLET,  90.5 FT (27.6 M) SOUTHWEST OF
 KV6756'THE RIGHT FRONT CORNER OF THE CHURCH RECTORY,  43.0 FT (13.1 M)
 KV6756'SOUTHWEST OF THE END OF A CONCRETE CURB ON THE SOUTH SIDE OF THE EXIT
 KV6756'DRIVEWAY FROM THE CHURCH PARKING LOT,  41.1 FT (12.5 M) NORTH FROM
 KV6756'THE CENTER OF A MANHOLE LOCATED WITHIN THE LAWN WITH NO MARKING, 45.4
 KV6756'FT (13.8 M) NORTHWEST OF THE CENTER OF A WOODEN SIGN ENTITLED SAINT
 KV6756'BARTHOLOMEW ROMAN CATHOLIC CHURCH ESTABLISHED 1959.  THE STATION IS
 KV6756'FLUSH WITH THE GROUND.
 KV6756
 KV6756                          STATION RECOVERY (1992)
 KV6756
 KV6756'RECOVERED 1992
 KV6756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6757 ***********************************************************************
 KV6757  DESIGNATION -  12 Y 2
 KV6757  PID         -  KV6757
 KV6757  STATE/COUNTY-  NJ/MIDDLESEX
 KV6757  USGS QUAD   -  SOUTH AMBOY (1981)
 KV6757
 KV6757                         *CURRENT SURVEY CONTROL
 KV6757  ___________________________________________________________________
 KV6757* NAD 83(1996)-  40 25 42.63046(N)    074 21 54.55610(W)     ADJUSTED  
 KV6757* NAVD 88     -        13.9    (meters)      46.     (feet)  GPS OBS   
 KV6757  ___________________________________________________________________
 KV6757  X           -   1,310,328.604 (meters)                     COMP
 KV6757  Y           -  -4,682,074.223 (meters)                     COMP
 KV6757  Z           -   4,114,307.944 (meters)                     COMP
 KV6757  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 KV6757  ELLIP HEIGHT-         -18.68  (meters)          (10/23/02) GPS OBS
 KV6757  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KV6757
 KV6757  HORZ ORDER  -  FIRST
 KV6757  ELLP ORDER  -  FOURTH    CLASS I
 KV6757
 KV6757.The horizontal coordinates were established by GPS observations
 KV6757.and adjusted by the National Geodetic Survey in May 1999..
 KV6757
 KV6757.The orthometric height was determined by GPS observations and a
 KV6757.high-resolution geoid model.
 KV6757
 KV6757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6757
 KV6757.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6757
 KV6757.The ellipsoidal height was determined by GPS observations
 KV6757.and is referenced to NAD 83.
 KV6757
 KV6757.The geoid height was determined by GEOID03.
 KV6757
 KV6757;                    North         East     Units Scale Factor Converg.
 KV6757;SPC NJ       -   177,099.427   161,441.536   MT  0.99990161   +0 05 14.8
 KV6757;SPC NJ       -   581,033.70    529,662.77   sFT  0.99990161   +0 05 14.8
 KV6757;UTM  18      - 4,475,512.705   553,850.149   MT  0.99963569   +0 24 42.1
 KV6757
 KV6757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6757!SPC NJ       -   1.00000293  x   0.99990161  =   0.99990454
 KV6757!UTM  18      -   1.00000293  x   0.99963569  =   0.99963862
 KV6757
 KV6757|---------------------------------------------------------------------|
 KV6757| PID    Reference Object                     Distance      Geod. Az  |
 KV6757|                                                           dddmmss.s |
 KV6757| KV6759 12 Z 2                              385.711 METERS 08309     |
 KV6757|---------------------------------------------------------------------|
 KV6757
 KV6757                          SUPERSEDED SURVEY CONTROL
 KV6757
 KV6757  NAD 83(1996)-  40 25 42.63027(N)    074 21 54.55767(W) AD(       ) 1
 KV6757  NAD 83(1986)-  40 25 42.63019(N)    074 21 54.55856(W) AD(       ) 1
 KV6757
 KV6757.Superseded values are not recommended for survey control.
 KV6757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6757.See file dsdata.txt to determine how the superseded data were derived.
 KV6757
 KV6757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5385075513(NAD 83)
 KV6757_MARKER: DD = SURVEY DISK
 KV6757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6757_SP_SET: CONCRETE POST
 KV6757_STAMPING: 12 Y 2 1991
 KV6757_MARK LOGO: NJGS  
 KV6757_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6757+STABILITY: SURFACE MOTION
 KV6757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6757+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1992
 KV6757
 KV6757  HISTORY     - Date     Condition        Report By
 KV6757  HISTORY     - 1991     MONUMENTED       NJGS
 KV6757  HISTORY     - 19920203 GOOD
 KV6757
 KV6757                          STATION DESCRIPTION
 KV6757
 KV6757'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6757'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON THE NORTHEAST
 KV6757'CORNER OF CHRISTIAN DRIVE AND ADDINGTON COURT BETWEEN THE CURB AND
 KV6757'THE SIDEWALK.  1.7 FT (0.5 M) SOUTHEAST OF THE FACE OF THE GRANITE
 KV6757'BLOCK CURB,  66.7 FT (20.3 M) NORTHWEST OF A CURB TYPE INLET,  61.3
 KV6757'FT (18.7 M) NORTHEAST OF THE CENTER OF A MANHOLE MARKED EBSA IN
 KV6757'CHRISTIAN DRIVE,  65.7 FT (20.0 M) SOUTHEAST OF THE NOSE OF AN ISLAND
 KV6757'IN ADDINGTON COURT,  106.5 FT (32.5 M) SOUTHEAST OF THE LEFT FRONT
 KV6757'CORNER OF DWELLING NUMBER 3 ADDINGTON COURT,  79.2 FT (24.1 M)
 KV6757'SOUTHEAST OF A STREET LIGHT.  THE STATION IS 0.2 FT (0.1 M) BELOW THE
 KV6757'GROUND.
 KV6757
 KV6757                          STATION RECOVERY (1992)
 KV6757
 KV6757'RECOVERED 1992
 KV6757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9191 ***********************************************************************
 AH9191  DESIGNATION -  12 Y 3
 AH9191  PID         -  AH9191
 AH9191  STATE/COUNTY-  NJ/MIDDLESEX
 AH9191  USGS QUAD   -  PLAINFIELD (1995)
 AH9191
 AH9191                         *CURRENT SURVEY CONTROL
 AH9191  ___________________________________________________________________
 AH9191* NAD 83(1986)-  40 33 20.     (N)    074 26 45.     (W)     SCALED    
 AH9191* NAVD 88     -        30.639  (meters)     100.52   (feet)  ADJUSTED  
 AH9191  ___________________________________________________________________
 AH9191  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 AH9191  DYNAMIC HT  -          30.625 (meters)     100.48  (feet)  COMP
 AH9191  MODELED GRAV-     980,192.6   (mgal)                       NAVD 88
 AH9191
 AH9191  VERT ORDER  -  FIRST     CLASS II
 AH9191
 AH9191.The horizontal coordinates were scaled from a topographic map and have
 AH9191.an estimated accuracy of +/- 6 seconds.
 AH9191
 AH9191.The orthometric height was determined by differential leveling
 AH9191.and adjusted by the National Geodetic Survey in March 2001..
 AH9191.No vertical observational check was made to the station.
 AH9191
 AH9191.The geoid height was determined by GEOID03.
 AH9191
 AH9191.The dynamic height is computed by dividing the NAVD 88
 AH9191.geopotential number by the normal gravity value computed on the
 AH9191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9191.degrees latitude (g = 980.6199 gals.).
 AH9191
 AH9191.The modeled gravity was interpolated from observed gravity values.
 AH9191
 AH9191;                    North         East    Units  Estimated Accuracy
 AH9191;SPC NJ       -   191,200.      154,590.      MT  (+/- 180 meters Scaled)
 AH9191
 AH9191                          SUPERSEDED SURVEY CONTROL
 AH9191
 AH9191.No superseded survey control is available for this station.
 AH9191
 AH9191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK469895(NAD 83)
 AH9191_MARKER: DD = SURVEY DISK
 AH9191_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH9191_SP_SET: BRIDGE ABUTMENT
 AH9191_STAMPING: 12 Y 3 1997
 AH9191_MARK LOGO: NJGS  
 AH9191_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9191+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH9191
 AH9191  HISTORY     - Date     Condition        Report By
 AH9191  HISTORY     - 1997     MONUMENTED       NJGS
 AH9191
 AH9191                          STATION DESCRIPTION
 AH9191
 AH9191'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH9191'THE STATION IS LOCATED IN THE TOWNSHIP OF PISCATAWAY ON THE SOUTHWEST
 AH9191'SIDE OF WASHINGTON AVENUE, COUNTY ROAD 665.  TO REACH THE STATION FROM
 AH9191'THE INTERSECTION OF INTERSTATE HIGHWAY I 287 AND WASHINGTON AVENUE,
 AH9191'COUNTY ROAD 665, GO SOUTH ON WASHINGTON AVENUE FOR ABOUT 50 M (164.0
 AH9191'FT) TO THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN THE
 AH9191'SOUTHWEST CORNER ABUTMENT, BETWEEN THE CURB AND THE BRIDGE PARAPET.
 AH9191'THE STATION IS 0.85 M (2.79 FT) WEST FROM TE WEST CURB OF WASHINGTON
 AH9191'AVENUE, 1.10 M (3.61 FT) EAST FROM THE SOUTHWEST PARAPET, 14.0 M (45.9
 AH9191'FT) NORTH FROM A UTILITY MANHOLE AND 6.0 M (19.7 FT) NORTHEAST FROM
 AH9191'THE SOUTH END OF THE SOUTHWEST BRIDGE PARAPET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6758 ***********************************************************************
 KV6758  DESIGNATION -  12 Z 1
 KV6758  PID         -  KV6758
 KV6758  STATE/COUNTY-  NJ/MIDDLESEX
 KV6758  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6758
 KV6758                         *CURRENT SURVEY CONTROL
 KV6758  ___________________________________________________________________
 KV6758* NAD 83(1996)-  40 25 57.15616(N)    074 25 06.80531(W)     ADJUSTED  
 KV6758* NAVD 88     -        37.9    (meters)     124.     (feet)  GPS OBS   
 KV6758  ___________________________________________________________________
 KV6758  X           -   1,305,890.937 (meters)                     COMP
 KV6758  Y           -  -4,683,031.091 (meters)                     COMP
 KV6758  Z           -   4,114,664.476 (meters)                     COMP
 KV6758  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 KV6758  ELLIP HEIGHT-           5.19  (meters)          (10/23/02) GPS OBS
 KV6758  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV6758
 KV6758  HORZ ORDER  -  FIRST
 KV6758  ELLP ORDER  -  FOURTH    CLASS I
 KV6758
 KV6758.The horizontal coordinates were established by GPS observations
 KV6758.and adjusted by the National Geodetic Survey in May 1999..
 KV6758
 KV6758.The orthometric height was determined by GPS observations and a
 KV6758.high-resolution geoid model.
 KV6758
 KV6758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6758
 KV6758.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6758
 KV6758.The ellipsoidal height was determined by GPS observations
 KV6758.and is referenced to NAD 83.
 KV6758
 KV6758.The geoid height was determined by GEOID03.
 KV6758
 KV6758;                    North         East     Units Scale Factor Converg.
 KV6758;SPC NJ       -   177,541.885   156,909.958   MT  0.99990059   +0 03 10.2
 KV6758;SPC NJ       -   582,485.33    514,795.42   sFT  0.99990059   +0 03 10.2
 KV6758;UTM  18      - 4,475,929.397   549,317.356   MT  0.99962994   +0 22 37.6
 KV6758
 KV6758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6758!SPC NJ       -   0.99999919  x   0.99990059  =   0.99989978
 KV6758!UTM  18      -   0.99999919  x   0.99962994  =   0.99962913
 KV6758
 KV6758|---------------------------------------------------------------------|
 KV6758| PID    Reference Object                     Distance      Geod. Az  |
 KV6758|                                                           dddmmss.s |
 KV6758| KV6756 12 Y 1                              390.352 METERS 27310     |
 KV6758|---------------------------------------------------------------------|
 KV6758
 KV6758                          SUPERSEDED SURVEY CONTROL
 KV6758
 KV6758  NAD 83(1996)-  40 25 57.15590(N)    074 25 06.80708(W) AD(       ) 1
 KV6758  NAD 83(1986)-  40 25 57.15572(N)    074 25 06.80750(W) AD(       ) 1
 KV6758
 KV6758.Superseded values are not recommended for survey control.
 KV6758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6758.See file dsdata.txt to determine how the superseded data were derived.
 KV6758
 KV6758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4931775929(NAD 83)
 KV6758_MARKER: DD = SURVEY DISK
 KV6758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6758_SP_SET: CONCRETE POST
 KV6758_STAMPING: 12 Z 1 1991
 KV6758_MARK LOGO: NJGS  
 KV6758_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6758+STABILITY: SURFACE MOTION
 KV6758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6758+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1992
 KV6758
 KV6758  HISTORY     - Date     Condition        Report By
 KV6758  HISTORY     - 1991     MONUMENTED       NJGS
 KV6758  HISTORY     - 19920214 GOOD
 KV6758
 KV6758                          STATION DESCRIPTION
 KV6758
 KV6758'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6758'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON PROPERTY
 KV6758'BELONGING TO THE EAST BRUNSWICK BOARD OF EDUCATION KNOWN AS MEMORIAL
 KV6758'SCHOOL.  TO REACH THE STATION GO 0.1 MI (0.2 KM) EASTERLY ALONG INNES
 KV6758'ROAD FROM THE INTERSECTION OF COUNTY ROUTE 617,  ALSO KNOWN AS RYDERS
 KV6758'LANE,  AND INNES ROAD.  THE ENTRANCE DRIVEWAY TO THE SCHOOL PARKING
 KV6758'LOT IS ON THE RIGHT.  TURN RIGHT AN GO THROUGH TO THE END OF THE
 KV6758'PARKING LOT AND BEAR LEFT TOWARDS THE SCHOOL,  THEN TURN RIGHT
 KV6758'THROUGH AN OPENING BETWEEN THE PARKING LOT AND PLAYGROUND.  PROCEED
 KV6758'PAST PLAY AREA AND GO 0.1 MI (0.2 KM) IN A SOUTHEASTERLY DIRECTION
 KV6758'TOWARDS A WOODEN STOCKADE FENCE LOCATED ON THE EASTERLY BOUNDARY OF
 KV6758'THE SCHOOL PROPERTY.  THERE IS AN ACCESS GATE IN THE FENCE WHICH IS
 KV6758'14.7 FT (4.5 M) NORTHEAST OF THE STATION.  THE GATE IS LOCATED 178.5
 KV6758'FT (54.4 M) SOUTHERLY OF AN ANGLE POINT IN THE FENCE.  THE STATION IS
 KV6758'0.1 FT (0.0 M) BELOW THE GROUND.
 KV6758
 KV6758                          STATION RECOVERY (1992)
 KV6758
 KV6758'RECOVERED 1992
 KV6758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6759 ***********************************************************************
 KV6759  DESIGNATION -  12 Z 2
 KV6759  PID         -  KV6759
 KV6759  STATE/COUNTY-  NJ/MIDDLESEX
 KV6759  USGS QUAD   -  SOUTH AMBOY (1981)
 KV6759
 KV6759                         *CURRENT SURVEY CONTROL
 KV6759  ___________________________________________________________________
 KV6759* NAD 83(1996)-  40 25 44.12297(N)    074 21 38.30962(W)     ADJUSTED  
 KV6759* NAVD 88     -         7.0    (meters)      23.     (feet)  GPS OBS   
 KV6759  ___________________________________________________________________
 KV6759  X           -   1,310,687.908 (meters)                     COMP
 KV6759  Y           -  -4,681,937.148 (meters)                     COMP
 KV6759  Z           -   4,114,338.474 (meters)                     COMP
 KV6759  LAPLACE CORR-           5.06  (seconds)                    DEFLEC99
 KV6759  ELLIP HEIGHT-         -25.64  (meters)          (10/23/02) GPS OBS
 KV6759  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KV6759
 KV6759  HORZ ORDER  -  FIRST
 KV6759  ELLP ORDER  -  FOURTH    CLASS I
 KV6759
 KV6759.The horizontal coordinates were established by GPS observations
 KV6759.and adjusted by the National Geodetic Survey in May 1999..
 KV6759
 KV6759.The orthometric height was determined by GPS observations and a
 KV6759.high-resolution geoid model.
 KV6759
 KV6759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6759
 KV6759.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6759
 KV6759.The ellipsoidal height was determined by GPS observations
 KV6759.and is referenced to NAD 83.
 KV6759
 KV6759.The geoid height was determined by GEOID03.
 KV6759
 KV6759;                    North         East     Units Scale Factor Converg.
 KV6759;SPC NJ       -   177,146.053   161,824.381   MT  0.99990172   +0 05 25.3
 KV6759;SPC NJ       -   581,186.68    530,918.82   sFT  0.99990172   +0 05 25.3
 KV6759;UTM  18      - 4,475,561.484   554,232.622   MT  0.99963620   +0 24 52.7
 KV6759
 KV6759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6759!SPC NJ       -   1.00000402  x   0.99990172  =   0.99990574
 KV6759!UTM  18      -   1.00000402  x   0.99963620  =   0.99964022
 KV6759
 KV6759|---------------------------------------------------------------------|
 KV6759| PID    Reference Object                     Distance      Geod. Az  |
 KV6759|                                                           dddmmss.s |
 KV6759| KV6757 12 Y 2                              385.711 METERS 26309     |
 KV6759|---------------------------------------------------------------------|
 KV6759
 KV6759                          SUPERSEDED SURVEY CONTROL
 KV6759
 KV6759  NAD 83(1996)-  40 25 44.12278(N)    074 21 38.31135(W) AD(       ) 1
 KV6759  NAD 83(1986)-  40 25 44.12275(N)    074 21 38.31201(W) AD(       ) 1
 KV6759
 KV6759.Superseded values are not recommended for survey control.
 KV6759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6759.See file dsdata.txt to determine how the superseded data were derived.
 KV6759
 KV6759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5423375561(NAD 83)
 KV6759_MARKER: DD = SURVEY DISK
 KV6759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6759_SP_SET: CONCRETE POST
 KV6759_STAMPING: 12 Z 2 1991
 KV6759_MARK LOGO: NJGS  
 KV6759_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6759+STABILITY: SURFACE MOTION
 KV6759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6759+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1992
 KV6759
 KV6759  HISTORY     - Date     Condition        Report By
 KV6759  HISTORY     - 1991     MONUMENTED       NJGS
 KV6759  HISTORY     - 19920203 GOOD
 KV6759
 KV6759                          STATION DESCRIPTION
 KV6759
 KV6759'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6759'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON THE NORTH SIDE OF
 KV6759'ADDINGTON COURT.   TO REACH THE STATION GO 0.3 MI (0.5 KM) EASTERLY
 KV6759'ALONG ADDINGTON COURT FROM THE INTERSECTION OF COUNTY ROAD 3 R 8,
 KV6759'ALSO KNOWN AS RIVER ROAD,  AND ADDINGTON COURT.  THE STATION IS ON
 KV6759'THE LEFT BEHIND THE GRANITE BLOCK CURB,  2.2 FT (0.7 M) NORTHERLY OF
 KV6759'THE FACE OF THE GRANITE BLOCK CURB,  59.1 FT (18.0 M) SOUTHERLY FROM
 KV6759'THE RIGHT FRONT CORNER OF DWELLING NUMBER 29 ADDINGTON COURT,  26.2
 KV6759'FT (8.0 M) NORTHWEST FROM THE CENTER OF A MANHOLE MARKED EBSA,  50.5
 KV6759'FT (15.4 M) NORTHWEST OF A CURB TYPE INLET,  35.8 FT (10.9 M)
 KV6759'WESTERLY FROM A STREET LIGHT.  THE STATION IS FLUSH WITH THE GROUND.
 KV6759'THE STATION IS PRESENTLY EXPOSED DUE TO CONSTRUCTION IN THE AREA.
 KV6759
 KV6759                          STATION RECOVERY (1992)
 KV6759
 KV6759'RECOVERED 1992
 KV6759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0956 ***********************************************************************
 JU0956  DESIGNATION -  120
 JU0956  PID         -  JU0956
 JU0956  STATE/COUNTY-  NJ/CUMBERLAND
 JU0956  USGS QUAD   -  MILLVILLE (1997)
 JU0956
 JU0956                         *CURRENT SURVEY CONTROL
 JU0956  ___________________________________________________________________
 JU0956* NAD 83(1986)-  39 29 32.     (N)    075 01 12.     (W)     SCALED    
 JU0956* NAVD 88     -        31.437  (meters)     103.14   (feet)  ADJUSTED  
 JU0956  ___________________________________________________________________
 JU0956  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JU0956  DYNAMIC HT  -          31.421 (meters)     103.09  (feet)  COMP
 JU0956  MODELED GRAV-     980,115.1   (mgal)                       NAVD 88
 JU0956
 JU0956  VERT ORDER  -  SECOND    CLASS 0
 JU0956
 JU0956.The horizontal coordinates were scaled from a topographic map and have
 JU0956.an estimated accuracy of +/- 6 seconds.
 JU0956
 JU0956.The orthometric height was determined by differential leveling
 JU0956.and adjusted by the National Geodetic Survey in June 1991..
 JU0956
 JU0956.The geoid height was determined by GEOID03.
 JU0956
 JU0956.The dynamic height is computed by dividing the NAVD 88
 JU0956.geopotential number by the normal gravity value computed on the
 JU0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0956.degrees latitude (g = 980.6199 gals.).
 JU0956
 JU0956.The modeled gravity was interpolated from observed gravity values.
 JU0956
 JU0956;                    North         East    Units  Estimated Accuracy
 JU0956;SPC NJ       -    73,270.      105,270.      MT  (+/- 180 meters Scaled)
 JU0956
 JU0956                          SUPERSEDED SURVEY CONTROL
 JU0956
 JU0956  NGVD 29 (??/??/??)   31.806  (m)          104.35   (f) ADJUSTED    2 0
 JU0956
 JU0956.Superseded values are not recommended for survey control.
 JU0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0956.See file dsdata.txt to determine how the superseded data were derived.
 JU0956
 JU0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ982714(NAD 83)
 JU0956_MARKER: Z = SEE DESCRIPTION
 JU0956_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0956_SP_SET: MILE POST BASE
 JU0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0956
 JU0956  HISTORY     - Date     Condition        Report By
 JU0956  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0956  HISTORY     - 1942     MARK NOT FOUND   CGS
 JU0956  HISTORY     - 19950613 MARK NOT FOUND   NJGS
 JU0956
 JU0956                          STATION DESCRIPTION
 JU0956
 JU0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JU0956'AT VINELAND.
 JU0956'ABOUT 0.2 MILE NORTHEAST OF THE CENTRAL RAILROAD OF NEW JERSEY
 JU0956'STATION, AT MILEPOST 120, IN THE TOP OF THE BASE, AND 10 FEET
 JU0956'NORTHWEST OF THE CENTER LINE OF THE TRACK.  A RAISED LUG.
 JU0956
 JU0956                          STATION RECOVERY (1995)
 JU0956
 JU0956'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 JU0956'THE STATION IS A RAISED LUG ON THE BASE OF A MILEPOST MARKER.  THERE
 JU0956'IS NO EVIDENCE OF EITHER THE CONCRETE BASE OR THE MILEPOST FOUND AT
 JU0956'THIS LOCATION.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA8558 ***********************************************************************
 AA8558  DESIGNATION -  12022
 AA8558  PID         -  AA8558
 AA8558  STATE/COUNTY-  NJ/CUMBERLAND
 AA8558  USGS QUAD   -  SHILOH (1993)
 AA8558
 AA8558                         *CURRENT SURVEY CONTROL
 AA8558  ___________________________________________________________________
 AA8558* NAD 83(1986)-  39 27 10.     (N)    075 17 22.     (W)     SCALED    
 AA8558* NAVD 88     -        28.890  (meters)      94.78   (feet)  ADJUSTED  
 AA8558  ___________________________________________________________________
 AA8558  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 AA8558  DYNAMIC HT  -          28.875 (meters)      94.73  (feet)  COMP
 AA8558  MODELED GRAV-     980,118.2   (mgal)                       NAVD 88
 AA8558
 AA8558  VERT ORDER  -  FIRST     CLASS II
 AA8558
 AA8558.The horizontal coordinates were scaled from a topographic map and have
 AA8558.an estimated accuracy of +/- 6 seconds.
 AA8558
 AA8558.The orthometric height was determined by differential leveling
 AA8558.and adjusted by the National Geodetic Survey in October 1996..
 AA8558
 AA8558.The geoid height was determined by GEOID03.
 AA8558
 AA8558.The dynamic height is computed by dividing the NAVD 88
 AA8558.geopotential number by the normal gravity value computed on the
 AA8558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8558.degrees latitude (g = 980.6199 gals.).
 AA8558
 AA8558.The modeled gravity was interpolated from observed gravity values.
 AA8558
 AA8558;                    North         East    Units  Estimated Accuracy
 AA8558;SPC NJ       -    69,060.       82,060.      MT  (+/- 180 meters Scaled)
 AA8558
 AA8558                          SUPERSEDED SURVEY CONTROL
 AA8558
 AA8558.No superseded survey control is available for this station.
 AA8558
 AA8558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ750670(NAD 83)
 AA8558_MARKER: DD = SURVEY DISK
 AA8558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8558_STAMPING: 12022
 AA8558_MARK LOGO: NJGS  
 AA8558_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8558+STABILITY: SURFACE MOTION
 AA8558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA8558+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1994
 AA8558
 AA8558  HISTORY     - Date     Condition        Report By
 AA8558  HISTORY     - 1940     MONUMENTED       NJGS
 AA8558  HISTORY     - 19940912 GOOD             NJGS
 AA8558
 AA8558                          STATION DESCRIPTION
 AA8558
 AA8558'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 AA8558'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP ON THE SOUTHEAST SIDE OF
 AA8558'STATE ROUTE 49.  TO REACH THE STATION FROM THE JUNCTION OF COUNTY
 AA8558'ROADS 620,696,753 AND STATE ROUTE 49 IN THE BOROUGH OF SHILOH, GO 0.70
 AA8558'MI (1.13 KM) SOUTHEAST ON STATE ROUTE 49 TO THE STATION ON THE RIGHT,
 AA8558'SET ABOUT 0.30 M (0.98 FT) BELOW THE GROUND.  THE STATION IS 22.2 FT
 AA8558'(6.8 M) WEST SOUTHWEST FROM THE CENTERLINE OF STATE ROUTE 49, 4.0 FT
 AA8558'(1.2 M) NORTHWEST FROM POLE NUMBER 168 AND ONE HALF, 120.6 FT (36.8 M)
 AA8558'EAST FROM POLE NUMBER 169, 107.9 FT (32.9 M) WEST FROM A SPEED LIMIT
 AA8558'50 TRAFFIC SIGN, 118.5 FT (36.1 M) WEST FROM POLE NUMBER 168 AND 12.0
 AA8558'FT (3.7 M) SOUTH SOUTHEAST FROM THE EAST RANGE OF HOUSE NUMBER 813, A
 AA8558'ONE AND ONE HALF STORY FRAME HOUSE ON THE NORTHEAST SIDE OF STATE
 AA8558'ROUTE 49.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA8557 ***********************************************************************
 AA8557  DESIGNATION -  12023
 AA8557  PID         -  AA8557
 AA8557  STATE/COUNTY-  NJ/CUMBERLAND
 AA8557  USGS QUAD   -  SHILOH (1993)
 AA8557
 AA8557                         *CURRENT SURVEY CONTROL
 AA8557  ___________________________________________________________________
 AA8557* NAD 83(1986)-  39 27 20.     (N)    075 17 37.     (W)     SCALED    
 AA8557* NAVD 88     -        29.875  (meters)      98.01   (feet)  ADJUSTED  
 AA8557  ___________________________________________________________________
 AA8557  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 AA8557  DYNAMIC HT  -          29.860 (meters)      97.97  (feet)  COMP
 AA8557  MODELED GRAV-     980,118.0   (mgal)                       NAVD 88
 AA8557
 AA8557  VERT ORDER  -  FIRST     CLASS II
 AA8557
 AA8557.The horizontal coordinates were scaled from a topographic map and have
 AA8557.an estimated accuracy of +/- 6 seconds.
 AA8557
 AA8557.The orthometric height was determined by differential leveling
 AA8557.and adjusted by the National Geodetic Survey in October 1996..
 AA8557
 AA8557.The geoid height was determined by GEOID03.
 AA8557
 AA8557.The dynamic height is computed by dividing the NAVD 88
 AA8557.geopotential number by the normal gravity value computed on the
 AA8557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8557.degrees latitude (g = 980.6199 gals.).
 AA8557
 AA8557.The modeled gravity was interpolated from observed gravity values.
 AA8557
 AA8557;                    North         East    Units  Estimated Accuracy
 AA8557;SPC NJ       -    69,370.       81,700.      MT  (+/- 180 meters Scaled)
 AA8557
 AA8557                          SUPERSEDED SURVEY CONTROL
 AA8557
 AA8557.No superseded survey control is available for this station.
 AA8557
 AA8557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ747673(NAD 83)
 AA8557_MARKER: DD = SURVEY DISK
 AA8557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8557_STAMPING: 12023
 AA8557_MARK LOGO: NJGS  
 AA8557_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8557+STABILITY: SURFACE MOTION
 AA8557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA8557+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1994
 AA8557
 AA8557  HISTORY     - Date     Condition        Report By
 AA8557  HISTORY     - 1940     MONUMENTED       NJGS
 AA8557  HISTORY     - 19940912 GOOD             NJGS
 AA8557
 AA8557                          STATION DESCRIPTION
 AA8557
 AA8557'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 AA8557'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP ON THE NORTHWEST SIDE OF
 AA8557'STATE ROUTE 49.  TO REACH THE STATION FROM THE JUNCTION OF COUNTY
 AA8557'ROADS 620,696,753 AND STATE ROUTE 49 IN THE BOROUGH OF SHILOH, GO 0.40
 AA8557'MI (0.64 KM) SOUTHEAST ON STATE ROUTE 49 TO THE STATION ON THE LEFT,
 AA8557'SET ABOUT 0.15 M (0.49 FT) BELOW THE GROUND, OPPOSITE AND ACROSS THE
 AA8557'ROAD FROM A TWO STORY FRAME HOUSE ADJACENT TO THE DECOU FARM MARKET.
 AA8557'THE STATION IS 21.3 FT (6.5 M) NORTHEAST FROM THE CENTERLINE OF STATE
 AA8557'ROUTE 49, 27.0 FT (8.2 M) NORTH NORTHWEST FROM A POLE WITH NO NUMBER,
 AA8557'105.0 FT (32.0 M) EAST SOUTHEAST FROM POLE NUMBER B 7843 AND 100.2 FT
 AA8557'(30.5 M) EAST SOUTHEAST FROM A METAL POLE WITH AN ELECTRIC METER AND
 AA8557'JUNCTION BOXES ATTACHED.  THE STATION IS ALSO ABOUT 0.05 MI (0.08 KM)
 AA8557'NORTHWEST FROM THE WYE JUNCTION WITH MAPLE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4348 ***********************************************************************
 AI4348  DESIGNATION -  12029
 AI4348  PID         -  AI4348
 AI4348  STATE/COUNTY-  NJ/SALEM
 AI4348  USGS QUAD   -  ALLOWAY (1970)
 AI4348
 AI4348                         *CURRENT SURVEY CONTROL
 AI4348  ___________________________________________________________________
 AI4348* NAD 83(1996)-  39 30 24.15929(N)    075 20 46.70201(W)     ADJUSTED  
 AI4348* NAVD 88     -        27.9    (meters)      92.     (feet)  GPS OBS   
 AI4348  ___________________________________________________________________
 AI4348  X           -   1,246,597.396 (meters)                     COMP
 AI4348  Y           -  -4,767,440.971 (meters)                     COMP
 AI4348  Z           -   4,035,874.775 (meters)                     COMP
 AI4348  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AI4348  ELLIP HEIGHT-          -5.72  (meters)          (09/25/02) GPS OBS
 AI4348  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 AI4348
 AI4348  HORZ ORDER  -  FIRST
 AI4348  ELLP ORDER  -  FOURTH    CLASS I
 AI4348
 AI4348.The horizontal coordinates were established by GPS observations
 AI4348.and adjusted by the National Geodetic Survey in March 2000..
 AI4348
 AI4348.The orthometric height was determined by GPS observations and a
 AI4348.high-resolution geoid model.
 AI4348
 AI4348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4348
 AI4348.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4348
 AI4348.The ellipsoidal height was determined by GPS observations
 AI4348.and is referenced to NAD 83.
 AI4348
 AI4348.The geoid height was determined by GEOID03.
 AI4348
 AI4348;                    North         East     Units Scale Factor Converg.
 AI4348;SPC NJ       -    75,092.009    77,220.086   MT  0.99996519   -0 32 18.3
 AI4348;SPC NJ       -   246,364.37    253,346.23   sFT  0.99996519   -0 32 18.3
 AI4348;UTM  18      - 4,373,066.529   470,227.770   MT  0.99961091   -0 13 13.1
 AI4348
 AI4348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4348!SPC NJ       -   1.00000090  x   0.99996519  =   0.99996609
 AI4348!UTM  18      -   1.00000090  x   0.99961091  =   0.99961181
 AI4348
 AI4348                          SUPERSEDED SURVEY CONTROL
 AI4348
 AI4348  ELLIP H (03/31/00)   -5.72   (m)                       GP(       ) 3 1
 AI4348
 AI4348.Superseded values are not recommended for survey control.
 AI4348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4348.See file dsdata.txt to determine how the superseded data were derived.
 AI4348
 AI4348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7022873067(NAD 83)
 AI4348_MARKER: DD = SURVEY DISK
 AI4348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4348_STAMPING: 12029
 AI4348_MARK LOGO: NJGS  
 AI4348_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4348+STABILITY: SURFACE MOTION
 AI4348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4348+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AI4348
 AI4348  HISTORY     - Date     Condition        Report By
 AI4348  HISTORY     - 1955     MONUMENTED       NJGS
 AI4348  HISTORY     - 19990623 GOOD             NJGS
 AI4348
 AI4348                          STATION DESCRIPTION
 AI4348
 AI4348'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (JVS)
 AI4348'THE STATION IS LOCATED IN QUINTON TOWNSHIP ON THE NORTHEAST SIDE OF
 AI4348'STATE ROUTE 49.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AI4348'ROUTES 45 AND 49 IN THE CITY OF SALEM, GO SOUTHEAST ON STATE ROUTE 49
 AI4348'FOR 8.05 MI (12.95 KM) TO THE STATION ON THE LEFT, SET ABOUT 0.4 FT
 AI4348'(12.2 CM) BELOW THE ASPHALT PAVED SHOULDER IN A CAST IRON BOX.  THE
 AI4348'STATION IS ALSO ABOUT 0.2 MI (0.3 KM) SOUTHEAST FROM THE CROSSROADS
 AI4348'INTERSECTION OF HARMERSVILLE PECKS CORNER ROAD, COUNTY ROADS 667 AND
 AI4348'540.  THE STATION IS 18.7 M (61.4 FT) SOUTH SOUTHEAST FROM WOOD
 AI4348'UTILITY POLE NUMBER 388, 26.3 M (86.3 FT) NORTH NORTHWEST FROM WOOD
 AI4348'UTILITY POLE NUMBER B 33039, 6.3 M (20.7 FT) NORTHEAST FROM THE
 AI4348'CENTERLINE OF STATE ROUTE 49 AND 28.4 M (93.2 FT) NORTHWEST FROM THE
 AI4348'NORTHWEST CORNER OF A RESTAURANT FOR MARTYS CRAB HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA8556 ***********************************************************************
 AA8556  DESIGNATION -  12035
 AA8556  PID         -  AA8556
 AA8556  STATE/COUNTY-  NJ/SALEM
 AA8556  USGS QUAD   -  SALEM (1995)
 AA8556
 AA8556                         *CURRENT SURVEY CONTROL
 AA8556  ___________________________________________________________________
 AA8556* NAD 83(1986)-  39 32 21.     (N)    075 24 05.     (W)     SCALED    
 AA8556* NAVD 88     -         6.795  (meters)      22.29   (feet)  ADJUSTED  
 AA8556  ___________________________________________________________________
 AA8556  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 AA8556  DYNAMIC HT  -           6.791 (meters)      22.28  (feet)  COMP
 AA8556  MODELED GRAV-     980,115.2   (mgal)                       NAVD 88
 AA8556
 AA8556  VERT ORDER  -  FIRST     CLASS II
 AA8556
 AA8556.The horizontal coordinates were scaled from a topographic map and have
 AA8556.an estimated accuracy of +/- 6 seconds.
 AA8556
 AA8556.The orthometric height was determined by differential leveling
 AA8556.and adjusted by the National Geodetic Survey in October 1996..
 AA8556
 AA8556.The geoid height was determined by GEOID03.
 AA8556
 AA8556.The dynamic height is computed by dividing the NAVD 88
 AA8556.geopotential number by the normal gravity value computed on the
 AA8556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8556.degrees latitude (g = 980.6199 gals.).
 AA8556
 AA8556.The modeled gravity was interpolated from observed gravity values.
 AA8556
 AA8556;                    North         East    Units  Estimated Accuracy
 AA8556;SPC NJ       -    78,740.       72,520.      MT  (+/- 180 meters Scaled)
 AA8556
 AA8556                          SUPERSEDED SURVEY CONTROL
 AA8556
 AA8556.No superseded survey control is available for this station.
 AA8556
 AA8556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ655766(NAD 83)
 AA8556_MARKER: DD = SURVEY DISK
 AA8556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8556_STAMPING: 12035
 AA8556_MARK LOGO: NJGS  
 AA8556_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8556+STABILITY: SURFACE MOTION
 AA8556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA8556+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1994
 AA8556
 AA8556  HISTORY     - Date     Condition        Report By
 AA8556  HISTORY     - 1940     MONUMENTED       NJGS
 AA8556  HISTORY     - 19940919 GOOD             NJGS
 AA8556
 AA8556                          STATION DESCRIPTION
 AA8556
 AA8556'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA8556'THE STATION IS LOCATED IN QUINTON TOWNSHIP ON THE SOUTHWEST SIDE OF
 AA8556'STATE ROUTE 49.  TO REACH THE STATION FROM THE INTERSECTION OF COUNTY
 AA8556'ROAD 581 AND STATE ROUTE 49 IN QUINTON, GO SOUTHEAST ON STATE ROUTE 49
 AA8556'FOR 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT, SET FLUSH WITH THE
 AA8556'GROUND IN A CAST IRON BOX, DIRECTLY UNDER A STEEL GUIDERAIL.  THE
 AA8556'STATION IS 6.4 M (21.0 FT) SOUTHWEST FROM THE CENTERLINE OF STATE
 AA8556'ROUTE 49, 11.2 M (36.7 FT) WEST FROM POLE NUMBER S 29372, 13.4 M (44.0
 AA8556'FT) SOUTHWEST AND ACROSS THE ROAD FROM POLE NUMBER 552 AND 35.0 M
 AA8556'(114.8 FT) WEST NORTHWEST FROM THE SOUTHEAST END OF THE STEEL
 AA8556'GUIDERAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4341 ***********************************************************************
 JU4341  DESIGNATION -  12083
 JU4341  PID         -  JU4341
 JU4341  STATE/COUNTY-  NJ/CUMBERLAND
 JU4341  USGS QUAD   -  NEWFIELD (1994)
 JU4341
 JU4341                         *CURRENT SURVEY CONTROL
 JU4341  ___________________________________________________________________
 JU4341* NAD 83(1996)-  39 31 34.69929(N)    075 02 32.69438(W)     ADJUSTED  
 JU4341* NAVD 88     -        29.9    (meters)      98.     (feet)  GPS OBS   
 JU4341  ___________________________________________________________________
 JU4341  X           -   1,271,508.859 (meters)                     COMP
 JU4341  Y           -  -4,759,426.165 (meters)                     COMP
 JU4341  Z           -   4,037,554.225 (meters)                     COMP
 JU4341  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 JU4341  ELLIP HEIGHT-          -3.84  (meters)          (09/25/02) GPS OBS
 JU4341  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JU4341
 JU4341  HORZ ORDER  -  FIRST
 JU4341  ELLP ORDER  -  FOURTH    CLASS I
 JU4341
 JU4341.The horizontal coordinates were established by GPS observations
 JU4341.and adjusted by the National Geodetic Survey in May 1999..
 JU4341
 JU4341.The orthometric height was determined by GPS observations and a
 JU4341.high-resolution geoid model.
 JU4341
 JU4341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4341
 JU4341.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4341
 JU4341.The ellipsoidal height was determined by GPS observations
 JU4341.and is referenced to NAD 83.
 JU4341
 JU4341.The geoid height was determined by GEOID03.
 JU4341
 JU4341;                    North         East     Units Scale Factor Converg.
 JU4341;SPC NJ       -    77,065.796   103,367.144   MT  0.99992677   -0 20 42.8
 JU4341;SPC NJ       -   252,840.03    339,130.37   sFT  0.99992677   -0 20 42.8
 JU4341;UTM  18      - 4,375,184.758   496,354.566   MT  0.99960016   -0 01 37.2
 JU4341
 JU4341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4341!SPC NJ       -   1.00000060  x   0.99992677  =   0.99992737
 JU4341!UTM  18      -   1.00000060  x   0.99960016  =   0.99960076
 JU4341
 JU4341:                Primary Azimuth Mark                     Grid Az
 JU4341:SPC NJ       -  12084                                    343 33 44.3
 JU4341:UTM  18      -  12084                                    343 14 38.7
 JU4341
 JU4341|---------------------------------------------------------------------|
 JU4341| PID    Reference Object                     Distance      Geod. Az  |
 JU4341|                                                           dddmmss.s |
 JU4341| JU4342 12084                               442.519 METERS 3431301.5 |
 JU4341|---------------------------------------------------------------------|
 JU4341
 JU4341                          SUPERSEDED SURVEY CONTROL
 JU4341
 JU4341  NAD 83(1992)-  39 31 34.69801(N)    075 02 32.69392(W) AD(       ) 1
 JU4341
 JU4341.Superseded values are not recommended for survey control.
 JU4341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4341.See file dsdata.txt to determine how the superseded data were derived.
 JU4341
 JU4341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9635575185(NAD 83)
 JU4341_MARKER: DD = SURVEY DISK
 JU4341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4341_SP_SET: CONCRETE POST
 JU4341_STAMPING: 12083
 JU4341_MARK LOGO: NJGS  
 JU4341_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4341+STABILITY: SURFACE MOTION
 JU4341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4341+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1999
 JU4341
 JU4341  HISTORY     - Date     Condition        Report By
 JU4341  HISTORY     - 1940     MONUMENTED       NJGS
 JU4341  HISTORY     - 19921216 GOOD
 JU4341  HISTORY     - 19950609 MARK NOT FOUND   USPSQD
 JU4341  HISTORY     - 19990701 GOOD             NJGS
 JU4341
 JU4341                          STATION DESCRIPTION
 JU4341
 JU4341'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1940
 JU4341'THE STATION IS LOCATED IN THE CITY OF VINELAND ON THE WEST SIDE OF
 JU4341'STATE HIGHWAY 47, DELSEA DRIVE.  TO REACH THE STATION FROM THE
 JU4341'INTERSECTION OF STATE HIGHWAY 55 AND GARDEN ROAD AT INTERCHANGE 35A,
 JU4341'GO EAST ON GARDEN ROAD FOR 1.50 MI (2.41 KM) TO THE JUNCTION WITH
 JU4341'STATE HIGHWAY 47 AT A TRAFFIC LIGHT.  TURN LEFT AND GO NORTH ON STATE
 JU4341'HIGHWAY 47 FOR 0.40 MI (0.64 KM) TO THE STATION ON THE RIGHT, SET
 JU4341'ABOUT 0.3 M (1.0 FT) BELOW THE GROUND, OPPOSITE A SMALL BUSINESS
 JU4341'SHOP, NUMBER 2708.  THE STATION IS 7.05 M (23.13 FT) EAST FROM THE
 JU4341'CENTERLINE OF STATE HIGHWAY 47, 16.2 M (53.1 FT) NORTH FROM A FIRE
 JU4341'HYDRANT, 28.0 M (91.9 FT) NORTHEAST FROM POLE NUMBER 538 AND 10.65 M
 JU4341'(34.94 FT) SOUTH FROM POLE NUMBER 537.
 JU4341
 JU4341                          STATION RECOVERY (1992)
 JU4341
 JU4341'RECOVERED 1992
 JU4341'RECOVERED IN GOOD CONDITION.
 JU4341
 JU4341                          STATION RECOVERY (1995)
 JU4341
 JU4341'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU4341'MARK NOT FOUND.
 JU4341
 JU4341                          STATION RECOVERY (1999)
 JU4341
 JU4341'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 JU4341'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  THE STATION IS
 JU4341'LOCATED IN FRONT OF THE VINELAND FIRST CHURCH OF THE NAZARENE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4342 ***********************************************************************
 JU4342  DESIGNATION -  12084
 JU4342  PID         -  JU4342
 JU4342  STATE/COUNTY-  NJ/CUMBERLAND
 JU4342  USGS QUAD   -  NEWFIELD (1994)
 JU4342
 JU4342                         *CURRENT SURVEY CONTROL
 JU4342  ___________________________________________________________________
 JU4342* NAD 83(1996)-  39 31 48.43673(N)    075 02 38.04460(W)     ADJUSTED  
 JU4342* NAVD 88     -        24.6    (meters)      81.     (feet)  GPS OBS   
 JU4342  ___________________________________________________________________
 JU4342  X           -   1,271,314.774 (meters)                     COMP
 JU4342  Y           -  -4,759,194.734 (meters)                     COMP
 JU4342  Z           -   4,037,877.676 (meters)                     COMP
 JU4342  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 JU4342  ELLIP HEIGHT-          -9.07  (meters)          (09/25/02) GPS OBS
 JU4342  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JU4342
 JU4342  HORZ ORDER  -  FIRST
 JU4342  ELLP ORDER  -  FOURTH    CLASS I
 JU4342
 JU4342.The horizontal coordinates were established by GPS observations
 JU4342.and adjusted by the National Geodetic Survey in May 1999..
 JU4342
 JU4342.The orthometric height was determined by GPS observations and a
 JU4342.high-resolution geoid model.
 JU4342
 JU4342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4342
 JU4342.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4342
 JU4342.The ellipsoidal height was determined by GPS observations
 JU4342.and is referenced to NAD 83.
 JU4342
 JU4342.The geoid height was determined by GEOID03.
 JU4342
 JU4342;                    North         East     Units Scale Factor Converg.
 JU4342;SPC NJ       -    77,490.197   103,241.932   MT  0.99992691   -0 20 46.3
 JU4342;SPC NJ       -   254,232.42    338,719.57   sFT  0.99992691   -0 20 46.3
 JU4342;UTM  18      - 4,375,608.319   496,227.041   MT  0.99960018   -0 01 40.6
 JU4342
 JU4342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4342!SPC NJ       -   1.00000142  x   0.99992691  =   0.99992833
 JU4342!UTM  18      -   1.00000142  x   0.99960018  =   0.99960160
 JU4342
 JU4342:                Primary Azimuth Mark                     Grid Az
 JU4342:SPC NJ       -  12083                                    163 33 44.4
 JU4342:UTM  18      -  12083                                    163 14 38.7
 JU4342
 JU4342|---------------------------------------------------------------------|
 JU4342| PID    Reference Object                     Distance      Geod. Az  |
 JU4342|                                                           dddmmss.s |
 JU4342| JU4341 12083                               442.519 METERS 1631258.1 |
 JU4342|---------------------------------------------------------------------|
 JU4342
 JU4342                          SUPERSEDED SURVEY CONTROL
 JU4342
 JU4342  ELLIP H (05/14/99)   -9.08   (m)                       GP(       ) 4 1
 JU4342  NAD 83(1992)-  39 31 48.43547(N)    075 02 38.04414(W) AD(       ) 1
 JU4342
 JU4342.Superseded values are not recommended for survey control.
 JU4342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4342.See file dsdata.txt to determine how the superseded data were derived.
 JU4342
 JU4342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9622775608(NAD 83)
 JU4342_MARKER: DD = SURVEY DISK
 JU4342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4342_SP_SET: CONCRETE POST
 JU4342_STAMPING: 12084
 JU4342_MARK LOGO: NJGS  
 JU4342_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4342+STABILITY: SURFACE MOTION
 JU4342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4342+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1999
 JU4342
 JU4342  HISTORY     - Date     Condition        Report By
 JU4342  HISTORY     - 1940     MONUMENTED       NJGS
 JU4342  HISTORY     - 19921216 GOOD
 JU4342  HISTORY     - 19950609 GOOD             USPSQD
 JU4342  HISTORY     - 19990701 GOOD             NJGS
 JU4342
 JU4342                          STATION DESCRIPTION
 JU4342
 JU4342'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1940
 JU4342'THE STATION IS LOCATED IN THE CITY OF VINELAND ON THE WEST SIDE OF
 JU4342'STATE HIGHWAY 47, DELSEA DRIVE.  TO REACH THE STATION FROM THE
 JU4342'INTERSECTION OF STATE HIGHWAY 55 AND GARDEN ROAD AT INTERCHANGE 35A,
 JU4342'GO EAST ON GARDEN ROAD FOR 1.50 MI (2.41 KM) TO THE JUNCTION WITH
 JU4342'STATE HIGHWAY 47 AT A TRAFFIC LIGHT.  TURN LEFT AND GO NORTH ON STATE
 JU4342'HIGHWAY 47 FOR 0.65 MI (1.05 KM) TO THE STATION ON THE LEFT, SET
 JU4342'FLUSH WITH THE GROUND AT THE EDGE OF PAVING, IN FRONT OF HOUSE NUMBER
 JU4342'2964, A TWO STORY FRAME DWELLING PAINTED WHITE.  THE STATION IS 9.6 M
 JU4342'(31.5 FT) WEST FROM THE CENTERLINE OF STATE HIGHWAY 47, 25.0 M
 JU4342'(82.0 FT) NORTH NORTHWEST FROM POLE NUMBER 79, 19.0 M (62.3 FT)
 JU4342'SOUTHWEST AND ACROSS THE ROAD FROM POLE NUMBER 26 525, 20.0 M
 JU4342'(65.6 FT) WEST AND ACROSS THE ROAD FROM A 3 FT (0.9 M) HIGH BRICK
 JU4342'PILLAR AT THE CORNER OF A 3 FT (0.9 M) HIGH CHAIN LINK FENCE AND 21.3
 JU4342'M (69.9 FT) SOUTH SOUTHEAST FROM THE EAST CORNER OF A BILLBOARD.
 JU4342
 JU4342                          STATION RECOVERY (1992)
 JU4342
 JU4342'RECOVERED 1992
 JU4342'RECOVERED IN GOOD CONDITION.
 JU4342
 JU4342                          STATION RECOVERY (1995)
 JU4342
 JU4342'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU4342'RECOVERED IN GOOD CONDITION.
 JU4342
 JU4342                          STATION RECOVERY (1999)
 JU4342
 JU4342'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (JVS)
 JU4342'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0959 ***********************************************************************
 JU0959  DESIGNATION -  121
 JU0959  PID         -  JU0959
 JU0959  STATE/COUNTY-  NJ/CUMBERLAND
 JU0959  USGS QUAD   -  MILLVILLE (1997)
 JU0959
 JU0959                         *CURRENT SURVEY CONTROL
 JU0959  ___________________________________________________________________
 JU0959* NAD 83(1986)-  39 29 23.     (N)    075 02 14.     (W)     SCALED    
 JU0959* NAVD 88     -        24.612  (meters)      80.75   (feet)  ADJUSTED  
 JU0959  ___________________________________________________________________
 JU0959  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JU0959  DYNAMIC HT  -          24.600 (meters)      80.71  (feet)  COMP
 JU0959  MODELED GRAV-     980,116.1   (mgal)                       NAVD 88
 JU0959
 JU0959  VERT ORDER  -  SECOND    CLASS 0
 JU0959
 JU0959.The horizontal coordinates were scaled from a topographic map and have
 JU0959.an estimated accuracy of +/- 6 seconds.
 JU0959
 JU0959.The orthometric height was determined by differential leveling
 JU0959.and adjusted by the National Geodetic Survey in June 1991..
 JU0959
 JU0959.The geoid height was determined by GEOID03.
 JU0959
 JU0959.The dynamic height is computed by dividing the NAVD 88
 JU0959.geopotential number by the normal gravity value computed on the
 JU0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0959.degrees latitude (g = 980.6199 gals.).
 JU0959
 JU0959.The modeled gravity was interpolated from observed gravity values.
 JU0959
 JU0959;                    North         East    Units  Estimated Accuracy
 JU0959;SPC NJ       -    73,000.      103,790.      MT  (+/- 180 meters Scaled)
 JU0959
 JU0959                          SUPERSEDED SURVEY CONTROL
 JU0959
 JU0959  NGVD 29 (??/??/??)   24.982  (m)           81.96   (f) ADJUSTED    2 0
 JU0959
 JU0959.Superseded values are not recommended for survey control.
 JU0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0959.See file dsdata.txt to determine how the superseded data were derived.
 JU0959
 JU0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ967711(NAD 83)
 JU0959_MARKER: Z = SEE DESCRIPTION
 JU0959_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0959_SP_SET: MILE POST BASE
 JU0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0959
 JU0959  HISTORY     - Date     Condition        Report By
 JU0959  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0959  HISTORY     - 1936     GOOD             CGS
 JU0959  HISTORY     - 19950613 MARK NOT FOUND   NJGS
 JU0959
 JU0959                          STATION DESCRIPTION
 JU0959
 JU0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 JU0959'AT VINELAND.
 JU0959'AT MILEPOST 121, IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST
 JU0959'OF THE CENTER LINE OF THE TRACK.  A RAISED LUG.
 JU0959
 JU0959                          STATION RECOVERY (1995)
 JU0959
 JU0959'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 JU0959'THE STATION IS A RAISED LUG ON THE BASE OF A MILEPOST MARKER.  THERE
 JU0959'IS NO EVIDENCE OF EITHER THE CONCRETE BASE OR THE MILEPOST FOUND AT
 JU0959'THIS LOCATION.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6509 ***********************************************************************
 KV6509  DESIGNATION -  12149
 KV6509  PID         -  KV6509
 KV6509  STATE/COUNTY-  NJ/MIDDLESEX
 KV6509  USGS QUAD   -  HIGHTSTOWN (1981)
 KV6509
 KV6509                         *CURRENT SURVEY CONTROL
 KV6509  ___________________________________________________________________
 KV6509* NAD 83(1986)-  40 19 40.     (N)    074 30 12.     (W)     SCALED    
 KV6509* NAVD 88     -        30.059  (meters)      98.62   (feet)  ADJUSTED  
 KV6509  ___________________________________________________________________
 KV6509  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KV6509  DYNAMIC HT  -          30.046 (meters)      98.58  (feet)  COMP
 KV6509  MODELED GRAV-     980,192.6   (mgal)                       NAVD 88
 KV6509
 KV6509  VERT ORDER  -  FIRST     CLASS II
 KV6509
 KV6509.The horizontal coordinates were scaled from a topographic map and have
 KV6509.an estimated accuracy of +/- 6 seconds.
 KV6509
 KV6509.The orthometric height was determined by differential leveling
 KV6509.and adjusted by the National Geodetic Survey in April 1995..
 KV6509
 KV6509.The geoid height was determined by GEOID03.
 KV6509
 KV6509.The dynamic height is computed by dividing the NAVD 88
 KV6509.geopotential number by the normal gravity value computed on the
 KV6509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6509.degrees latitude (g = 980.6199 gals.).
 KV6509
 KV6509.The modeled gravity was interpolated from observed gravity values.
 KV6509
 KV6509;                    North         East    Units  Estimated Accuracy
 KV6509;SPC NJ       -   165,910.      149,720.      MT  (+/- 180 meters Scaled)
 KV6509
 KV6509                          SUPERSEDED SURVEY CONTROL
 KV6509
 KV6509  NGVD 29 (01/10/92)   30.387  (m)           99.69   (f) ADJUSTED    1 2
 KV6509
 KV6509.Superseded values are not recommended for survey control.
 KV6509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6509.See file dsdata.txt to determine how the superseded data were derived.
 KV6509
 KV6509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK421642(NAD 83)
 KV6509_MARKER: DD = SURVEY DISK
 KV6509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6509_SP_SET: CONCRETE POST
 KV6509_STAMPING: 12149
 KV6509_MARK LOGO: NJGS  
 KV6509_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6509+STABILITY: SURFACE MOTION
 KV6509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6509+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1991
 KV6509
 KV6509  HISTORY     - Date     Condition        Report By
 KV6509  HISTORY     - 1945     MONUMENTED       NJGS
 KV6509  HISTORY     - 19910727 GOOD             NJGS
 KV6509
 KV6509                          STATION DESCRIPTION
 KV6509
 KV6509'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6509'THE STATION IS LOCATED ON THE NORTH SIDE OF DEY ROAD IN CRANBURY
 KV6509'TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 130
 KV6509'AND DEY ROAD, NORTH OF CRANBURY, GO 0.2 MI (0.3 KM) EAST ON DEY ROAD
 KV6509'TO THE STATION ON THE LEFT.  THE STATION IS 16.55 FT (5.04 M)
 KV6509'NORTHEAST OF THE DEY ROAD CENTERLINE, 78.96 FT (24.07 M) SOUTHEAST OF
 KV6509'POLE NUMBER PS 860 CB, 45.60 FT (13.90 M) NORTHWEST OF POLE NUMBER PS
 KV6509'850 CB, 13.0 M (42.7 FT) NORTHEAST OF MONUMENT 12F1 ON THE SOUTH SIDE
 KV6509'OF DEY ROAD AND FLUSH WITH THE GROUND ABOUT A FOOT LOWER THAN THE
 KV6509'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6516 ***********************************************************************
 KV6516  DESIGNATION -  12151
 KV6516  PID         -  KV6516
 KV6516  STATE/COUNTY-  NJ/MIDDLESEX
 KV6516  USGS QUAD   -  HIGHTSTOWN (1981)
 KV6516
 KV6516                         *CURRENT SURVEY CONTROL
 KV6516  ___________________________________________________________________
 KV6516* NAD 83(1986)-  40 19 30.     (N)    074 30 26.     (W)     SCALED    
 KV6516* NAVD 88     -        30.068  (meters)      98.65   (feet)  ADJUSTED  
 KV6516  ___________________________________________________________________
 KV6516  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV6516  DYNAMIC HT  -          30.055 (meters)      98.61  (feet)  COMP
 KV6516  MODELED GRAV-     980,192.5   (mgal)                       NAVD 88
 KV6516
 KV6516  VERT ORDER  -  FIRST     CLASS II
 KV6516
 KV6516.The horizontal coordinates were scaled from a topographic map and have
 KV6516.an estimated accuracy of +/- 6 seconds.
 KV6516
 KV6516.The orthometric height was determined by differential leveling
 KV6516.and adjusted by the National Geodetic Survey in April 1995..
 KV6516
 KV6516.The geoid height was determined by GEOID03.
 KV6516
 KV6516.The dynamic height is computed by dividing the NAVD 88
 KV6516.geopotential number by the normal gravity value computed on the
 KV6516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6516.degrees latitude (g = 980.6199 gals.).
 KV6516
 KV6516.The modeled gravity was interpolated from observed gravity values.
 KV6516
 KV6516;                    North         East    Units  Estimated Accuracy
 KV6516;SPC NJ       -   165,600.      149,390.      MT  (+/- 180 meters Scaled)
 KV6516
 KV6516                          SUPERSEDED SURVEY CONTROL
 KV6516
 KV6516  NGVD 29 (01/10/92)   30.396  (m)           99.72   (f) ADJUSTED    1 2
 KV6516
 KV6516.Superseded values are not recommended for survey control.
 KV6516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6516.See file dsdata.txt to determine how the superseded data were derived.
 KV6516
 KV6516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK418639(NAD 83)
 KV6516_MARKER: DD = SURVEY DISK
 KV6516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6516_SP_SET: CONCRETE POST
 KV6516_STAMPING: 12151
 KV6516_MARK LOGO: NJGS  
 KV6516_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6516+STABILITY: SURFACE MOTION
 KV6516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6516+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1991
 KV6516
 KV6516  HISTORY     - Date     Condition        Report By
 KV6516  HISTORY     - 1940     MONUMENTED       NJGS
 KV6516  HISTORY     - 19910727 GOOD             NJGS
 KV6516  HISTORY     - 19911112 GOOD             NJGS
 KV6516
 KV6516                          STATION DESCRIPTION
 KV6516
 KV6516'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6516'THE STATION IS LOCATED IN CRANBURY TOWNSHIP, ON THE WEST SIDE OF
 KV6516'U.S.HIGHWAY 130.  TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY
 KV6516'130 AND CRANBURY SOUTH RIVER ROAD, COUNTY ROAD 535, IN CRANBURY
 KV6516'TOWNSHIP, GO 0.55 MI (0.89 KM) NORTH ON HIGHWAY 130 TO THE STATION ON
 KV6516'THE LEFT.  TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 130 AND
 KV6516'DEY ROAD, NORTH OF CRANBURY, GO 0.2 MI (0.3 KM) SOUTH ON HIGHWAY 130
 KV6516'TO THE STATION ON THE RIGHT.  THE STATION IS 8.85 M (29.04 FT) NORTH
 KV6516'NORTHEAST OF POLE NUMBER 14, 8.5 M (27.9 FT) WEST NORTHWEST OF THE
 KV6516'SOUTHBOUND LANES CENTERLINE, 2.4 M (7.9 FT) WEST NORTHWEST OF THE
 KV6516'EDGE OF THE PAVEMENT, 7.95 M (26.08 FT) SOUTH SOUTHWEST FROM A 24
 KV6516'INCH DIAMETER OAK TREE, 45.8 M (150.3 FT) SOUTHWEST FROM THE
 KV6516'SOUTHWEST END OF A CONCRETE CURB, 3.75 M (12.30 FT) SOUTHEAST FROM A
 KV6516'9 INCH DIAMETER OAK TREE AND FLUSH WITH THE GROUND.
 KV6516
 KV6516                          STATION RECOVERY (1991)
 KV6516
 KV6516'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV6516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6517 ***********************************************************************
 KV6517  DESIGNATION -  12152
 KV6517  PID         -  KV6517
 KV6517  STATE/COUNTY-  NJ/MIDDLESEX
 KV6517  USGS QUAD   -  HIGHTSTOWN (1981)
 KV6517
 KV6517                         *CURRENT SURVEY CONTROL
 KV6517  ___________________________________________________________________
 KV6517* NAD 83(1986)-  40 19 16.     (N)    074 30 28.     (W)     SCALED    
 KV6517* NAVD 88     -        37.319  (meters)     122.44   (feet)  ADJUSTED  
 KV6517  ___________________________________________________________________
 KV6517  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KV6517  DYNAMIC HT  -          37.303 (meters)     122.38  (feet)  COMP
 KV6517  MODELED GRAV-     980,193.1   (mgal)                       NAVD 88
 KV6517
 KV6517  VERT ORDER  -  FIRST     CLASS II
 KV6517
 KV6517.The horizontal coordinates were scaled from a topographic map and have
 KV6517.an estimated accuracy of +/- 6 seconds.
 KV6517
 KV6517.The orthometric height was determined by differential leveling
 KV6517.and adjusted by the National Geodetic Survey in April 1995..
 KV6517
 KV6517.The geoid height was determined by GEOID03.
 KV6517
 KV6517.The dynamic height is computed by dividing the NAVD 88
 KV6517.geopotential number by the normal gravity value computed on the
 KV6517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6517.degrees latitude (g = 980.6199 gals.).
 KV6517
 KV6517.The modeled gravity was interpolated from observed gravity values.
 KV6517
 KV6517;                    North         East    Units  Estimated Accuracy
 KV6517;SPC NJ       -   165,170.      149,340.      MT  (+/- 180 meters Scaled)
 KV6517
 KV6517                          SUPERSEDED SURVEY CONTROL
 KV6517
 KV6517  NGVD 29 (01/10/92)   37.647  (m)          123.51   (f) ADJUSTED    1 2
 KV6517
 KV6517.Superseded values are not recommended for survey control.
 KV6517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6517.See file dsdata.txt to determine how the superseded data were derived.
 KV6517
 KV6517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK418635(NAD 83)
 KV6517_MARKER: DD = SURVEY DISK
 KV6517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6517_SP_SET: CONCRETE POST
 KV6517_STAMPING: 12152
 KV6517_MARK LOGO: NJGS  
 KV6517_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6517+STABILITY: SURFACE MOTION
 KV6517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6517+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1991
 KV6517
 KV6517  HISTORY     - Date     Condition        Report By
 KV6517  HISTORY     - 1940     MONUMENTED       NJGS
 KV6517  HISTORY     - 19910727 GOOD             NJGS
 KV6517  HISTORY     - 19911112 GOOD             NJGS
 KV6517
 KV6517                          STATION DESCRIPTION
 KV6517
 KV6517'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6517'THE STATION IS LOCATED IN CRANBURY TOWNSHIP, ON THE EAST SIDE OF
 KV6517'U.S.HIGHWAY 130.  TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY
 KV6517'130 AND THE CRANBURY SOUTH RIVER ROAD, COUNTY ROAD 535, GO 0.48 KM
 KV6517'(0.30 MI) NORTH ON HIGHWAY 130 TO THE STATION ON THE RIGHT.  THE
 KV6517'STATION IS 8.9 M (29.2 FT) SOUTH SOUTHEAST OF THE NORTHBOUND LANES
 KV6517'CENTERLINE, 58.9 M (193.2 FT) WEST SOUTHWEST FROM THE SOUTHEAST
 KV6517'CORNER OF AN INLET AT THE ENTRANCE TO A MINI STORAGE FACILITY, 2.0 M
 KV6517'(6.6 FT) SOUTH SOUTHEAST OF THE EDGE OF THE PAVEMENT, 7.85 M (25.75
 KV6517'FT) NORTHEAST OF A .5 M (1.6 FT) DIAMETER SWEET GUM TREE, 10.6 M
 KV6517'(34.8 FT) WEST OF A .5 M (1.6 FT) DIAMETER SWEET GUM TREE, 48.6 M
 KV6517'(159.4 FT) NORTH NORTHEAST FROM POLE NUMBER 61106 CB AND 0.05 M (0.16
 KV6517'FT) BELOW THE GROUND.
 KV6517
 KV6517                          STATION RECOVERY (1991)
 KV6517
 KV6517'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV6517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6519 ***********************************************************************
 KV6519  DESIGNATION -  12165
 KV6519  PID         -  KV6519
 KV6519  STATE/COUNTY-  NJ/SOMERSET
 KV6519  USGS QUAD   -  MONMOUTH JUNCTION (1981)
 KV6519
 KV6519                         *CURRENT SURVEY CONTROL
 KV6519  ___________________________________________________________________
 KV6519* NAD 83(1996)-  40 24 52.86113(N)    074 35 35.56701(W)     ADJUSTED  
 KV6519* NAVD 88     -        79.5    (meters)     261.     (feet)  GPS OBS   
 KV6519  ___________________________________________________________________
 KV6519  X           -   1,291,959.460 (meters)                     COMP
 KV6519  Y           -  -4,688,260.030 (meters)                     COMP
 KV6519  Z           -   4,113,181.372 (meters)                     COMP
 KV6519  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 KV6519  ELLIP HEIGHT-          46.29  (meters)          (10/23/02) GPS OBS
 KV6519  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KV6519
 KV6519  HORZ ORDER  -  FIRST
 KV6519  ELLP ORDER  -  FOURTH    CLASS I
 KV6519
 KV6519.The horizontal coordinates were established by GPS observations
 KV6519.and adjusted by the National Geodetic Survey in May 1999..
 KV6519
 KV6519.The orthometric height was determined by GPS observations and a
 KV6519.high-resolution geoid model.
 KV6519
 KV6519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6519
 KV6519.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6519
 KV6519.The ellipsoidal height was determined by GPS observations
 KV6519.and is referenced to NAD 83.
 KV6519
 KV6519.The geoid height was determined by GEOID03.
 KV6519
 KV6519;                    North         East     Units Scale Factor Converg.
 KV6519;SPC NJ       -   175,559.875   142,089.327   MT  0.99990077   -0 03 37.6
 KV6519;SPC NJ       -   575,982.69    466,171.40   sFT  0.99990077   -0 03 37.6
 KV6519;UTM  18      - 4,473,864.129   534,512.301   MT  0.99961466   +0 15 49.4
 KV6519
 KV6519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6519!SPC NJ       -   0.99999274  x   0.99990077  =   0.99989351
 KV6519!UTM  18      -   0.99999274  x   0.99961466  =   0.99960740
 KV6519
 KV6519                          SUPERSEDED SURVEY CONTROL
 KV6519
 KV6519  NAD 83(1986)-  40 24 52.86135(N)    074 35 35.56899(W) AD(       ) 1
 KV6519  NAD 83(1986)-  40 24 52.86073(N)    074 35 35.57003(W) AD(       ) 2
 KV6519  NGVD 29 (10/04/91)   79.8    (m)          262.     (f) GPS OBS        
 KV6519
 KV6519.Superseded values are not recommended for survey control.
 KV6519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6519.See file dsdata.txt to determine how the superseded data were derived.
 KV6519
 KV6519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3451273864(NAD 83)
 KV6519_MARKER: DD = SURVEY DISK
 KV6519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6519_SP_SET: CONCRETE POST
 KV6519_STAMPING: 12165
 KV6519_MARK LOGO: NJGS  
 KV6519_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6519+STABILITY: SURFACE MOTION
 KV6519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6519+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1990
 KV6519
 KV6519  HISTORY     - Date     Condition        Report By
 KV6519  HISTORY     - 1940     MONUMENTED       NJGS
 KV6519  HISTORY     - 19900129 GOOD             NJGS
 KV6519  HISTORY     - 19901130 GOOD             NJGS
 KV6519
 KV6519                          STATION DESCRIPTION
 KV6519
 KV6519'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6519'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP, ON THE SOUTH SIDE OF THE
 KV6519'GEORGETOWN AND FRANKLIN TURNPIKE, COUNTY ROAD 518.  TO REACH THE
 KV6519'STATION FROM THE POST OFFICE ON WASHINGTON AVENUE, IN ROCKY HILL
 KV6519'BOROUGH, GO NORTHEAST ON COUNTY ROAD 518 FOR 4.5 KM (2.80 MI) TO OLD
 KV6519'ROCKY HILL ROAD ON THE LEFT AND THE STATION ON THE RIGHT.  IT IS
 KV6519'LOCATED 13.0 M (42.65 FT) NORTHEAST FROM THE CENTERLINE OF THE GRAVEL
 KV6519'DRIVE TO HOUSE NUMBER 618, 9.7 M (31.82 FT) NORTHEAST FROM POLE
 KV6519'NUMBER 67504 FLN, 6.3 M (20.67 FT) SOUTH SOUTHEAST FROM THE ROUTE 518
 KV6519'CENTERLINE, 14.1 KM (8.76 MI) SOUTHEAST FROM POLE NUMBER 67961 FLN
 KV6519'AND 15.5 M (50.85 FT) SOUTHEAST FROM THE MAILBOX FOR HOUSE NUMBER
 KV6519'618.  THE STATION IS FLUSH WITH THE GROUND NORTH NORTHWEST OF A ROW
 KV6519'OF WHITE PINE TREES.
 KV6519
 KV6519                          STATION RECOVERY (1990)
 KV6519
 KV6519'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6519'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP, ON THE SOUTH SIDE OF THE
 KV6519'GEORGETOWN FRANKLIN TURNPIKE, COUNTY ROAD 518, ABOUT 33 M (108.3 FT)
 KV6519'NORTHEAST OF THE JUNCTION OF COUNTY ROAD 518 AND OLD GEORGETOWN ROAD.
 KV6519'TO REACH THE STATION FROM THE POST OFFICE ON WASHINGTON AVENUE IN
 KV6519'ROCKY HILL BOROUGH, GO 4.5 KM (2.80 MI) NORTHEAST ON COUNTY ROAD 518
 KV6519'TO THE STATION ON THE RIGHT.  ALSO TO REACH THE STATION FROM THE
 KV6519'JUNCTION OF COUNTY ROAD 518 AND STATE ROUTE 27 GO 0.3 KM (0.20 MI)
 KV6519'SOUTHWEST ON COUNTY ROAD 518 TO THE STATION ON THE LEFT.  THE STATION
 KV6519'IS 13.0 M (42.7 FT) OF THE CENTERLINE OF A GRAVEL DRIVE LEADING TO
 KV6519'HOUSE NUMBER 618, 9.7 M (31.8 FT) NORTHEAST OF POLE NUMBER 67504 FLN,
 KV6519'5.3 M (17.4 FT) SOUTH SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 518,
 KV6519'14.1 M (46.3 FT) SOUTHEAST OF POLE NUMBER 67961 FLN, 15.5 M
 KV6519'(50.9 FT) SOUTHEAST OF A MAILBOX FOR HOUSE NUMBER 618, AND FLUSH WITH
 KV6519'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0961 ***********************************************************************
 JU0961  DESIGNATION -  122
 JU0961  PID         -  JU0961
 JU0961  STATE/COUNTY-  NJ/CUMBERLAND
 JU0961  USGS QUAD   -  MILLVILLE (1997)
 JU0961
 JU0961                         *CURRENT SURVEY CONTROL
 JU0961  ___________________________________________________________________
 JU0961* NAD 83(1986)-  39 29 28.     (N)    075 03 21.     (W)     SCALED    
 JU0961* NAVD 88     -        22.358  (meters)      73.35   (feet)  ADJUSTED  
 JU0961  ___________________________________________________________________
 JU0961  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JU0961  DYNAMIC HT  -          22.346 (meters)      73.31  (feet)  COMP
 JU0961  MODELED GRAV-     980,116.7   (mgal)                       NAVD 88
 JU0961
 JU0961  VERT ORDER  -  SECOND    CLASS 0
 JU0961
 JU0961.The horizontal coordinates were scaled from a topographic map and have
 JU0961.an estimated accuracy of +/- 6 seconds.
 JU0961
 JU0961.The orthometric height was determined by differential leveling
 JU0961.and adjusted by the National Geodetic Survey in June 1991..
 JU0961
 JU0961.The geoid height was determined by GEOID03.
 JU0961
 JU0961.The dynamic height is computed by dividing the NAVD 88
 JU0961.geopotential number by the normal gravity value computed on the
 JU0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0961.degrees latitude (g = 980.6199 gals.).
 JU0961
 JU0961.The modeled gravity was interpolated from observed gravity values.
 JU0961
 JU0961;                    North         East    Units  Estimated Accuracy
 JU0961;SPC NJ       -    73,170.      102,190.      MT  (+/- 180 meters Scaled)
 JU0961
 JU0961                          SUPERSEDED SURVEY CONTROL
 JU0961
 JU0961  NGVD 29 (??/??/??)   22.728  (m)           74.57   (f) ADJUSTED    2 0
 JU0961
 JU0961.Superseded values are not recommended for survey control.
 JU0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0961.See file dsdata.txt to determine how the superseded data were derived.
 JU0961
 JU0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ951712(NAD 83)
 JU0961_MARKER: Z = SEE DESCRIPTION
 JU0961_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0961_SP_SET: MILE POST BASE
 JU0961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0961
 JU0961  HISTORY     - Date     Condition        Report By
 JU0961  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0961  HISTORY     - 1936     GOOD             CGS
 JU0961  HISTORY     - 19950613 MARK NOT FOUND   NJGS
 JU0961
 JU0961                          STATION DESCRIPTION
 JU0961
 JU0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 JU0961'1.8 MI W FROM VINELAND.
 JU0961'1.8 MILES WEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0961'THE STATION AT VINELAND, CUMBERLAND COUNTY, AT MILEPOST 122, IN
 JU0961'THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER LINE OF
 JU0961'THE TRACK.  A RAISED LUG.
 JU0961
 JU0961                          STATION RECOVERY (1995)
 JU0961
 JU0961'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 JU0961'THE STATION IS A RAISED LUG ON THE BASE OF A MILEPOST MARKER.  THERE
 JU0961'IS NO EVIDENCE OF EITHER THE CONCRETE BASE OR THE MILEPOST FOUND AT
 JU0961'THIS LOCATION.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6288 ***********************************************************************
 KV6288  DESIGNATION -  12205
 KV6288  PID         -  KV6288
 KV6288  STATE/COUNTY-  NJ/MONMOUTH
 KV6288  USGS QUAD   -  FARMINGDALE (1989)
 KV6288
 KV6288                         *CURRENT SURVEY CONTROL
 KV6288  ___________________________________________________________________
 KV6288* NAD 83(1986)-  40 09 42.     (N)    074 07 44.     (W)     SCALED    
 KV6288* NAVD 88     -        20.536  (meters)      67.38   (feet)  ADJUSTED  
 KV6288  ___________________________________________________________________
 KV6288  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV6288  DYNAMIC HT  -          20.527 (meters)      67.35  (feet)  COMP
 KV6288  MODELED GRAV-     980,177.0   (mgal)                       NAVD 88
 KV6288
 KV6288  VERT ORDER  -  FIRST     CLASS II
 KV6288
 KV6288.The horizontal coordinates were scaled from a topographic map and have
 KV6288.an estimated accuracy of +/- 6 seconds.
 KV6288
 KV6288.The orthometric height was determined by differential leveling
 KV6288.and adjusted by the National Geodetic Survey in June 1991..
 KV6288
 KV6288.The geoid height was determined by GEOID03.
 KV6288
 KV6288.The dynamic height is computed by dividing the NAVD 88
 KV6288.geopotential number by the normal gravity value computed on the
 KV6288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6288.degrees latitude (g = 980.6199 gals.).
 KV6288
 KV6288.The modeled gravity was interpolated from observed gravity values.
 KV6288
 KV6288;                    North         East    Units  Estimated Accuracy
 KV6288;SPC NJ       -   147,530.      181,610.      MT  (+/- 180 meters Scaled)
 KV6288
 KV6288                          SUPERSEDED SURVEY CONTROL
 KV6288
 KV6288  NGVD 29 (01/10/92)   20.860  (m)           68.44   (f) ADJUSTED    1 2
 KV6288
 KV6288.Superseded values are not recommended for survey control.
 KV6288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6288.See file dsdata.txt to determine how the superseded data were derived.
 KV6288
 KV6288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK741460(NAD 83)
 KV6288_MARKER: DD = SURVEY DISK
 KV6288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6288_SP_SET: CONCRETE POST
 KV6288_STAMPING: 12205
 KV6288_MARK LOGO: NJDCED
 KV6288_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6288+STABILITY: SURFACE MOTION
 KV6288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6288+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1989
 KV6288
 KV6288  HISTORY     - Date     Condition        Report By
 KV6288  HISTORY     - UNK      MONUMENTED       NJDCED
 KV6288  HISTORY     - 19890620 GOOD             NJGS
 KV6288  HISTORY     - 19970904 MARK NOT FOUND   USPSQD
 KV6288
 KV6288                          STATION DESCRIPTION
 KV6288
 KV6288'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6288'THE STATION IS IN WALL TOWNSHIP, ON THE NORTHEAST SIDE OF COUNTY
 KV6288'ROUTE 524.  TO REACH THE STATION, GO 0.39 KM (0.24 MI) NORTH ON
 KV6288'FARMINGDALE LAKEWOOD ROAD, COUNTY ROUTES 547 AND 524, FROM ITS
 KV6288'JUNCTION WITH INTERSTATE I195, EXIT 31, IN THE LOCALE KNOWN AS
 KV6288'SQUANKUM, WHICH IS ABOUT 3.2 KM (2.0 MI) SOUTH OF FARMINGDALE, TO
 KV6288'ALLAIR ROAD, COUNTY ROUTE 524, TURN RIGHT ON ROUTE 524, ALLAIR ROAD,
 KV6288'AND GO EAST 2.25 KM (1.40 MI) TO THE MARK ON THE LEFT, ALSO ABOUT 0.2
 KV6288'KM (0.1 MI) EAST OF THE MAIN ENTRANCE TO ALLAIR STATE PARK, 1.0 M
 KV6288'(3.3 FT) NORTH NORTHEAST FROM THE EDGE OF ROUTE 524, 5.4 M (17.7 FT)
 KV6288'NORTH NORTHEAST FROM THE CENTERLINE OF ROUTE 524, 11.0 M (36.1 FT)
 KV6288'NORTHWEST FROM GUY POLE JC 1471 WL, 16.15 M (52.99 FT) NORTH FROM
 KV6288'UTILITY POLE JC 1490, 10.5 M (34.4 FT) WEST FROM THE EAST GATE POST
 KV6288'OF A 4 FOOT HIGH LINK FENCE, 46.7 M (153.2 FT) SOUTHEAST FROM UTILITY
 KV6288'POLE BT 3075 WL AND 0.1 M (0.3 FT) BELOW THE GROUND.
 KV6288
 KV6288                          STATION RECOVERY (1997)
 KV6288
 KV6288'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6287 ***********************************************************************
 KV6287  DESIGNATION -  12206
 KV6287  PID         -  KV6287
 KV6287  STATE/COUNTY-  NJ/MONMOUTH
 KV6287  USGS QUAD   -  FARMINGDALE (1989)
 KV6287
 KV6287                         *CURRENT SURVEY CONTROL
 KV6287  ___________________________________________________________________
 KV6287* NAD 83(1986)-  40 09 46.     (N)    074 08 07.     (W)     SCALED    
 KV6287* NAVD 88     -        19.588  (meters)      64.27   (feet)  ADJUSTED  
 KV6287  ___________________________________________________________________
 KV6287  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KV6287  DYNAMIC HT  -          19.579 (meters)      64.24  (feet)  COMP
 KV6287  MODELED GRAV-     980,178.5   (mgal)                       NAVD 88
 KV6287
 KV6287  VERT ORDER  -  FIRST     CLASS II
 KV6287
 KV6287.The horizontal coordinates were scaled from a topographic map and have
 KV6287.an estimated accuracy of +/- 6 seconds.
 KV6287
 KV6287.The orthometric height was determined by differential leveling
 KV6287.and adjusted by the National Geodetic Survey in June 1991..
 KV6287
 KV6287.The geoid height was determined by GEOID03.
 KV6287
 KV6287.The dynamic height is computed by dividing the NAVD 88
 KV6287.geopotential number by the normal gravity value computed on the
 KV6287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6287.degrees latitude (g = 980.6199 gals.).
 KV6287
 KV6287.The modeled gravity was interpolated from observed gravity values.
 KV6287
 KV6287;                    North         East    Units  Estimated Accuracy
 KV6287;SPC NJ       -   147,650.      181,070.      MT  (+/- 180 meters Scaled)
 KV6287
 KV6287                          SUPERSEDED SURVEY CONTROL
 KV6287
 KV6287  NGVD 29 (01/10/92)   19.912  (m)           65.33   (f) ADJUSTED    1 2
 KV6287
 KV6287.Superseded values are not recommended for survey control.
 KV6287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6287.See file dsdata.txt to determine how the superseded data were derived.
 KV6287
 KV6287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK736461(NAD 83)
 KV6287_MARKER: DD = SURVEY DISK
 KV6287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6287_SP_SET: CONCRETE POST
 KV6287_STAMPING: 12206
 KV6287_MARK LOGO: NJDCED
 KV6287_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6287+STABILITY: SURFACE MOTION
 KV6287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6287+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1989
 KV6287
 KV6287  HISTORY     - Date     Condition        Report By
 KV6287  HISTORY     - 1938     MONUMENTED       NJDCED
 KV6287  HISTORY     - 19890620 GOOD             NJGS
 KV6287  HISTORY     - 19970904 GOOD             USPSQD
 KV6287
 KV6287                          STATION DESCRIPTION
 KV6287
 KV6287'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6287'THE STATION IS IN WALL TOWNSHIP, 0.39 KM (0.24 MI) NORTH ON
 KV6287'FARMINGDALE LAKEWOOD ROAD, COUNTY ROUTES 547 AND 524, FROM ITS
 KV6287'JUNCTION WITH INTERSTATE I195, EXIT 31, IN THE LOCALE KNOWN AS
 KV6287'SQUANKUM, WHICH IS ABOUT 3.2 KM (2.0 MI) SOUTH OF FARMINGDALE, TO
 KV6287'ALLAIR ROAD, COUNTY ROUTE 524, TURN RIGHT ON ROUTE 524 AND GO EAST
 KV6287'1.7 KM (1.1 MI) TO THE MARK ON THE RIGHT.  THE STATION IS ABOUT 0.3
 KV6287'KM (0.2 MI) WEST FROM THE ENTRANCE TO ALLAIR STATE PARK.  THE STATION
 KV6287'IS LOCATED AT THE SOUTH EDGE OF PAVEMENT OF ROUTE 524, 4.6 M (15.1
 KV6287'FT) SOUTHWEST FROM THE CENTERLINE OF ROUTE 524, 2.95 M (9.68 FT)
 KV6287'NORTHWEST FROM UTILITY POLE 41787 WL, 1.4 M (4.6 FT) NORTHWEST FROM
 KV6287'THE EXTENDED CENTERLINE OF THE DRIVEWAY TO A 2.5 STORY FRAME HOUSE,
 KV6287'NUMBER 409C, ON THE NORTHEAST SIDE OF ROUTE 524, 29.8 M (97.8 FT)
 KV6287'SOUTH FROM THE SOUTH CORNER OF HOUSE NUMBER 409C, 30.5 M (100.1 FT)
 KV6287'WEST FROM THE WEST CORNER OF A SINGLE STORY FRAME HOUSE ON THE
 KV6287'NORTHEAST SIDE OF ROUTE 524 AND 0.1 M (0.3 FT) BELOW THE PAVEMENT.
 KV6287
 KV6287                          STATION RECOVERY (1997)
 KV6287
 KV6287'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6286 ***********************************************************************
 KV6286  DESIGNATION -  12208
 KV6286  PID         -  KV6286
 KV6286  STATE/COUNTY-  NJ/MONMOUTH
 KV6286  USGS QUAD   -  FARMINGDALE (1989)
 KV6286
 KV6286                         *CURRENT SURVEY CONTROL
 KV6286  ___________________________________________________________________
 KV6286* NAD 83(1986)-  40 09 53.     (N)    074 08 45.     (W)     SCALED    
 KV6286* NAVD 88     -        13.989  (meters)      45.90   (feet)  ADJUSTED  
 KV6286  ___________________________________________________________________
 KV6286  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KV6286  DYNAMIC HT  -          13.983 (meters)      45.88  (feet)  COMP
 KV6286  MODELED GRAV-     980,181.0   (mgal)                       NAVD 88
 KV6286
 KV6286  VERT ORDER  -  FIRST     CLASS II
 KV6286
 KV6286.The horizontal coordinates were scaled from a topographic map and have
 KV6286.an estimated accuracy of +/- 6 seconds.
 KV6286
 KV6286.The orthometric height was determined by differential leveling
 KV6286.and adjusted by the National Geodetic Survey in June 1991..
 KV6286
 KV6286.The geoid height was determined by GEOID03.
 KV6286
 KV6286.The dynamic height is computed by dividing the NAVD 88
 KV6286.geopotential number by the normal gravity value computed on the
 KV6286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6286.degrees latitude (g = 980.6199 gals.).
 KV6286
 KV6286.The modeled gravity was interpolated from observed gravity values.
 KV6286
 KV6286;                    North         East    Units  Estimated Accuracy
 KV6286;SPC NJ       -   147,860.      180,170.      MT  (+/- 180 meters Scaled)
 KV6286
 KV6286                          SUPERSEDED SURVEY CONTROL
 KV6286
 KV6286  NGVD 29 (01/10/92)   14.314  (m)           46.96   (f) ADJUSTED    1 2
 KV6286
 KV6286.Superseded values are not recommended for survey control.
 KV6286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6286.See file dsdata.txt to determine how the superseded data were derived.
 KV6286
 KV6286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK727463(NAD 83)
 KV6286_MARKER: DD = SURVEY DISK
 KV6286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6286_SP_SET: CONCRETE POST
 KV6286_STAMPING: 12208
 KV6286_MARK LOGO: NJDCED
 KV6286_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6286+STABILITY: SURFACE MOTION
 KV6286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6286+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1989
 KV6286
 KV6286  HISTORY     - Date     Condition        Report By
 KV6286  HISTORY     - 1938     MONUMENTED       NJDCED
 KV6286  HISTORY     - 19890616 GOOD             NJGS
 KV6286  HISTORY     - 19970904 GOOD             USPSQD
 KV6286
 KV6286                          STATION DESCRIPTION
 KV6286
 KV6286'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6286'THE STATION IS IN HOWELL TOWNSHIP, 0.39 KM (0.24 MI) NORTH ON
 KV6286'FARMINGDALE LAKEWOOD ROAD, COUNTY ROUTES 547 AND 524, FROM ITS
 KV6286'JUNCTION WITH INTERSTATE ROUTE I195, EXIT 31, IN THE LOCALE KNOWN AS
 KV6286'SQUANKUM, WHICH IS ABOUT 3.2 KM (2.0 MI) SOUTH OF FARMINGDALE, TO
 KV6286'ALLAIR ROAD, COUNTY ROUTE 524, TURN RIGHT ONTO ROUTE 524 AND GO EAST,
 KV6286'0.9 KM (0.6 MI) TO THE MARK ON THE RIGHT, 0.35 M (1.15 FT) SOUTHWEST
 KV6286'FROM THE EDGE OF THE ROAD, 5.1 M (16.7 FT) SOUTHWEST FROM THE CENTER
 KV6286'LINE OF ROUTE 524, 20.4 M (66.9 FT) NORTHWEST FROM UTILITY POLE BT
 KV6286'1642 HL, 16.55 M (54.30 FT) SOUTHEAST FROM UTILITY POLE BT 1641 HL,
 KV6286'15.25 M (50.03 FT) WEST FROM A WOODEN SIGN, 13 M (42.7 FT) SOUTHEAST
 KV6286'FROM THE WEST GATE POST AT DIRT ROAD LEADING INTO ALLAIR PARK AND
 KV6286'FLUSH WITH THE GROUND.
 KV6286
 KV6286                          STATION RECOVERY (1997)
 KV6286
 KV6286'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6290 ***********************************************************************
 KV6290  DESIGNATION -  12218
 KV6290  PID         -  KV6290
 KV6290  STATE/COUNTY-  NJ/MONMOUTH
 KV6290  USGS QUAD   -  FARMINGDALE (1989)
 KV6290
 KV6290                         *CURRENT SURVEY CONTROL
 KV6290  ___________________________________________________________________
 KV6290* NAD 83(1986)-  40 10 28.     (N)    074 09 19.     (W)     SCALED    
 KV6290* NAVD 88     -        15.364  (meters)      50.41   (feet)  ADJUSTED  
 KV6290  ___________________________________________________________________
 KV6290  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KV6290  DYNAMIC HT  -          15.357 (meters)      50.38  (feet)  COMP
 KV6290  MODELED GRAV-     980,185.1   (mgal)                       NAVD 88
 KV6290
 KV6290  VERT ORDER  -  FIRST     CLASS II
 KV6290
 KV6290.The horizontal coordinates were scaled from a topographic map and have
 KV6290.an estimated accuracy of +/- 6 seconds.
 KV6290
 KV6290.The orthometric height was determined by differential leveling
 KV6290.and adjusted by the National Geodetic Survey in June 1991..
 KV6290
 KV6290.The geoid height was determined by GEOID03.
 KV6290
 KV6290.The dynamic height is computed by dividing the NAVD 88
 KV6290.geopotential number by the normal gravity value computed on the
 KV6290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6290.degrees latitude (g = 980.6199 gals.).
 KV6290
 KV6290.The modeled gravity was interpolated from observed gravity values.
 KV6290
 KV6290;                    North         East    Units  Estimated Accuracy
 KV6290;SPC NJ       -   148,940.      179,360.      MT  (+/- 180 meters Scaled)
 KV6290
 KV6290                          SUPERSEDED SURVEY CONTROL
 KV6290
 KV6290  NGVD 29 (01/10/92)   15.690  (m)           51.48   (f) ADJUSTED    1 2
 KV6290
 KV6290.Superseded values are not recommended for survey control.
 KV6290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6290.See file dsdata.txt to determine how the superseded data were derived.
 KV6290
 KV6290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK719474(NAD 83)
 KV6290_MARKER: DD = SURVEY DISK
 KV6290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6290_SP_SET: CONCRETE POST
 KV6290_STAMPING: 12218
 KV6290_MARK LOGO: NJDCED
 KV6290_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6290+STABILITY: SURFACE MOTION
 KV6290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6290+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1989
 KV6290
 KV6290  HISTORY     - Date     Condition        Report By
 KV6290  HISTORY     - 1938     MONUMENTED       NJDCED
 KV6290  HISTORY     - 19890901 GOOD             NJGS
 KV6290
 KV6290                          STATION DESCRIPTION
 KV6290
 KV6290'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6290'THE STATION IS IN HOWELL TOWNSHIP, ON THE EAST SIDE OF COUNTY ROUTE
 KV6290'547, IN THE GRASS BERM AREA.  TO REACH THE STATION FROM THE
 KV6290'INTERSECTION OF INTERSTATE I195, EXIT 31, AND LAKEWOOD FARMINGDALE
 KV6290'ROAD, COUNTY ROUTE 547 AND 524, GO NORTH 1.25 KM (0.78 MI) ON ROUTE
 KV6290'547, PASSING ALLAIR ROAD, COUNTY ROUTE 524, AT THE 0.4 KM (0.2 MI)
 KV6290'MARK, TO THE STATION ON THE RIGHT, WHERE THE ROAD CURVES TO THE LEFT,
 KV6290'0.75 M (2.46 FT) EAST FROM THE EDGE OF ROUTE 547, 16.2 M (53.1 FT)
 KV6290'SOUTH SOUTHWEST FROM UTILITY POLE 40576 HL, 16.6 M (54.5 FT) NORTH
 KV6290'NORTHWEST FROM RIVET 3276 SET IN A CONCRETE MONUMENT, 28.7 M (94.2
 KV6290'FT) NORTH FROM A UTILITY POLE 40577 HL, 37.2 M (122.0 FT) NORTH
 KV6290'NORTHEAST FROM A BELL TELEPHONE COMPANY MANHOLE, 6.0 M (19.7 FT) EAST
 KV6290'FROM THE CENTERLINE OF ROUTE 547 AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6289 ***********************************************************************
 KV6289  DESIGNATION -  12219
 KV6289  PID         -  KV6289
 KV6289  STATE/COUNTY-  NJ/MONMOUTH
 KV6289  USGS QUAD   -  FARMINGDALE (1989)
 KV6289
 KV6289                         *CURRENT SURVEY CONTROL
 KV6289  ___________________________________________________________________
 KV6289* NAD 83(1986)-  40 10 38.     (N)    074 09 34.     (W)     SCALED    
 KV6289* NAVD 88     -        17.320  (meters)      56.82   (feet)  ADJUSTED  
 KV6289  ___________________________________________________________________
 KV6289  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KV6289  DYNAMIC HT  -          17.313 (meters)      56.80  (feet)  COMP
 KV6289  MODELED GRAV-     980,186.6   (mgal)                       NAVD 88
 KV6289
 KV6289  VERT ORDER  -  FIRST     CLASS II
 KV6289
 KV6289.The horizontal coordinates were scaled from a topographic map and have
 KV6289.an estimated accuracy of +/- 6 seconds.
 KV6289
 KV6289.The orthometric height was determined by differential leveling
 KV6289.and adjusted by the National Geodetic Survey in June 1991..
 KV6289
 KV6289.The geoid height was determined by GEOID03.
 KV6289
 KV6289.The dynamic height is computed by dividing the NAVD 88
 KV6289.geopotential number by the normal gravity value computed on the
 KV6289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6289.degrees latitude (g = 980.6199 gals.).
 KV6289
 KV6289.The modeled gravity was interpolated from observed gravity values.
 KV6289
 KV6289;                    North         East    Units  Estimated Accuracy
 KV6289;SPC NJ       -   149,250.      179,000.      MT  (+/- 180 meters Scaled)
 KV6289
 KV6289                          SUPERSEDED SURVEY CONTROL
 KV6289
 KV6289  NGVD 29 (01/10/92)   17.647  (m)           57.90   (f) ADJUSTED    1 2
 KV6289
 KV6289.Superseded values are not recommended for survey control.
 KV6289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6289.See file dsdata.txt to determine how the superseded data were derived.
 KV6289
 KV6289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK715477(NAD 83)
 KV6289_MARKER: DD = SURVEY DISK
 KV6289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6289_SP_SET: CONCRETE POST
 KV6289_STAMPING: 12219
 KV6289_MARK LOGO: NJDCED
 KV6289_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6289+STABILITY: SURFACE MOTION
 KV6289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6289+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1989
 KV6289
 KV6289  HISTORY     - Date     Condition        Report By
 KV6289  HISTORY     - 1938     MONUMENTED       NJDCED
 KV6289  HISTORY     - 19890901 GOOD             NJGS
 KV6289
 KV6289                          STATION DESCRIPTION
 KV6289
 KV6289'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6289'THE STATION IS LOCATED ON THE WEST SIDE OF COUNTY ROUTE 547 OPPOSITE
 KV6289'THE BREWER CEMETERY, IN HOWELL TOWNSHIP.  TO REACH THE STATION FROM
 KV6289'THE JUNCTION OF INTERSTATE I195, EXIT 31, AND FARMINGDALE LAKEWOOD
 KV6289'ROAD, COUNTY ROUTE 547 AND 524, GO 2.6 KM (1.6 MI) NORTH ON ROUTE
 KV6289'547, PASSING COUNTY ROUTE 524, ALLAIR ROAD AT THE 0.4 KM (0.2 MI)
 KV6289'MARK, TO THE BREWER CEMETERY, ESTABLISHED 1810, ON THE RIGHT AND THE
 KV6289'STATION ON THE LEFT, 7.65 M (25.10 FT) WEST FROM THE CENTERLINE OF
 KV6289'ROUTE 547, 6.0 M (19.7 FT) SOUTH FROM UTILITY POLE 40564 HL, 5.45 M
 KV6289'(17.88 FT) SOUTHEAST FROM THE EAST POST OF A WOOD SIGN NUMBER 15B,
 KV6289'14.45 M (47.41 FT) WEST FROM UTILITY POLE 40563 HL, 40.45 M (132.71
 KV6289'FT) NORTH FROM UTILITY POLE 40566 HL, 36.15 M (118.60 FT) NORTHWEST
 KV6289'FROM THE NORTH EDGE OF A HEADSTONE OF LEVI WOOLLEY IN THE BREWER
 KV6289'CEMETERY.  THE STATION IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6217 ***********************************************************************
 KV6217  DESIGNATION -  12266
 KV6217  PID         -  KV6217
 KV6217  STATE/COUNTY-  NJ/MONMOUTH
 KV6217  USGS QUAD   -  SANDY HOOK (1981)
 KV6217
 KV6217                         *CURRENT SURVEY CONTROL
 KV6217  ___________________________________________________________________
 KV6217* NAD 83(1996)-  40 24 21.65967(N)    074 00 38.79167(W)     ADJUSTED  
 KV6217* NAVD 88     -        38.47   (+/-2cm)     126.2    (feet)  VERTCON   
 KV6217  ___________________________________________________________________
 KV6217  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 KV6217  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV6217
 KV6217  HORZ ORDER  -  SECOND
 KV6217  VERT ORDER  -  THIRD ? (See Below)
 KV6217
 KV6217.The horizontal coordinates were established by classical geodetic methods
 KV6217.and adjusted by the National Geodetic Survey in September 1999..
 KV6217.No horizontal observational check was made to the station.
 KV6217
 KV6217.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6217.The vertical order pertains to the NGVD 29 superseded value.
 KV6217
 KV6217.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6217
 KV6217.The geoid height was determined by GEOID03.
 KV6217
 KV6217;                    North         East     Units Scale Factor Converg.
 KV6217;SPC NJ       -   174,708.300   191,524.216   MT  0.99992122   +0 19 01.6
 KV6217;SPC NJ       -   573,188.81    628,359.03   sFT  0.99992122   +0 19 01.6
 KV6217;UTM  18      - 4,473,292.387   583,938.346   MT  0.99968673   +0 38 28.5
 KV6217
 KV6217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6217!SPC NJ       -   0.99999906  x   0.99992122  =   0.99992028
 KV6217!UTM  18      -   0.99999906  x   0.99968673  =   0.99968579
 KV6217
 KV6217                          SUPERSEDED SURVEY CONTROL
 KV6217
 KV6217  NAD 83(1986)-  40 24 21.65899(N)    074 00 38.79144(W) AD(       ) 2
 KV6217  NGVD 29 (03/28/90)   38.80   (m)          127.3    (f) LEVELING    3  
 KV6217
 KV6217.Superseded values are not recommended for survey control.
 KV6217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6217.See file dsdata.txt to determine how the superseded data were derived.
 KV6217
 KV6217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8393873292(NAD 83)
 KV6217_MARKER: DD = SURVEY DISK
 KV6217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6217_SP_SET: CONCRETE POST
 KV6217_STAMPING: 12266
 KV6217_MARK LOGO: NJGS  
 KV6217_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6217+STABILITY: SURFACE MOTION
 KV6217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6217+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1988
 KV6217
 KV6217  HISTORY     - Date     Condition        Report By
 KV6217  HISTORY     - 1940     MONUMENTED       NJGS
 KV6217  HISTORY     - 19881101 GOOD             NJGS
 KV6217  HISTORY     - 19950717 MARK NOT FOUND   USPSQD
 KV6217  HISTORY     - 19970716 GOOD             USPSQD
 KV6217  HISTORY     - 19970825 MARK NOT FOUND   USPSQD
 KV6217
 KV6217                          STATION DESCRIPTION
 KV6217
 KV6217'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6217'2.88 KM (4.63 MI) WEST ON STATE HIGHWAY ROUTE 36 FROM CENTER OF THE
 KV6217'DRAW SPAN OF THE ROUTE 36 BRIDGE SPANNING THE SHREWSBURY RIVER AT THE
 KV6217'SOUTHERLY END OF THE SANDY HOOK PENINSULA, TO THE STATION ON THE LEFT
 KV6217'IN THE GRASSY MEDIAN ISLAND, ABOUT 0.4 KM (0.64 MI) WEST OF NAVESINK
 KV6217'ROAD, 22.7 M (74.47 FT) SOUTH OF POLE NUMBER BT 5386 MDT, 30.9 M
 KV6217'(101.38 FT) WEST OF POLE NUMBER BT 5387 MDT, 28.9 M (94.82 FT)
 KV6217'NORTHWEST OF THE NORTHWEST CORNER OF AN INLET CURBPIECE ON EAST BOUND
 KV6217'SIDE OF ROUTE 36, 2.0 M (6.56 FT) SOUTH SOUTHWEST OF THE SOUTH EDGE
 KV6217'OF PAVING OF THE WEST BOUND LANES OF ROUTE 36, 3.3 M (10.83 FT) EAST
 KV6217'NORTHEAST OF THE EAST EDGE OF PAVING OF THE EAST BOUND LANES OF ROUTE
 KV6217'36, 0.03 M (0.10 FT) BELOW THE GROUND.
 KV6217
 KV6217                          STATION RECOVERY (1995)
 KV6217
 KV6217'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV6217'MARK NOT FOUND.
 KV6217
 KV6217                          STATION RECOVERY (1997)
 KV6217
 KV6217'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6217'RECOVERED IN GOOD CONDITION.
 KV6217
 KV6217                          STATION RECOVERY (1997)
 KV6217
 KV6217'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6218 ***********************************************************************
 KV6218  DESIGNATION -  12267
 KV6218  PID         -  KV6218
 KV6218  STATE/COUNTY-  NJ/MONMOUTH
 KV6218  USGS QUAD   -  SANDY HOOK (1981)
 KV6218
 KV6218                         *CURRENT SURVEY CONTROL
 KV6218  ___________________________________________________________________
 KV6218* NAD 83(1996)-  40 24 19.40951(N)    074 00 21.95549(W)     ADJUSTED  
 KV6218* NAVD 88     -        51.2    (meters)     168.     (feet)  GPS OBS   
 KV6218  ___________________________________________________________________
 KV6218  X           -   1,340,110.270 (meters)                     COMP
 KV6218  Y           -  -4,675,398.120 (meters)                     COMP
 KV6218  Z           -   4,112,377.835 (meters)                     COMP
 KV6218  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 KV6218  ELLIP HEIGHT-          18.71  (meters)          (10/23/02) GPS OBS
 KV6218  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KV6218
 KV6218  HORZ ORDER  -  FIRST
 KV6218  ELLP ORDER  -  FOURTH    CLASS I
 KV6218
 KV6218.The horizontal coordinates were established by GPS observations
 KV6218.and adjusted by the National Geodetic Survey in May 1999..
 KV6218
 KV6218.The orthometric height was determined by GPS observations and a
 KV6218.high-resolution geoid model.
 KV6218
 KV6218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6218
 KV6218.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6218
 KV6218.The ellipsoidal height was determined by GPS observations
 KV6218.and is referenced to NAD 83.
 KV6218
 KV6218.The geoid height was determined by GEOID03.
 KV6218
 KV6218;                    North         East     Units Scale Factor Converg.
 KV6218;SPC NJ       -   174,641.108   191,921.554   MT  0.99992163   +0 19 12.5
 KV6218;SPC NJ       -   572,968.37    629,662.63   sFT  0.99992163   +0 19 12.5
 KV6218;UTM  18      - 4,473,227.459   584,335.964   MT  0.99968755   +0 38 39.4
 KV6218
 KV6218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6218!SPC NJ       -   0.99999706  x   0.99992163  =   0.99991870
 KV6218!UTM  18      -   0.99999706  x   0.99968755  =   0.99968462
 KV6218
 KV6218                          SUPERSEDED SURVEY CONTROL
 KV6218
 KV6218  ELLIP H (05/14/99)   18.69   (m)                       GP(       ) 4 1
 KV6218  NAD 83(1992)-  40 24 19.40879(N)    074 00 21.95531(W) AD(       ) 1
 KV6218  ELLIP H (09/14/94)   18.62   (m)                       GP(       ) 3 1
 KV6218  NAD 83(1986)-  40 24 19.40866(N)    074 00 21.95556(W) AD(       ) 2
 KV6218  NGVD 29 (03/28/90)   51.7    (m)          170.     (f) GPS OBS        
 KV6218
 KV6218.Superseded values are not recommended for survey control.
 KV6218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6218.See file dsdata.txt to determine how the superseded data were derived.
 KV6218
 KV6218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8433673227(NAD 83)
 KV6218_MARKER: DD = SURVEY DISK
 KV6218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6218_SP_SET: CONCRETE POST
 KV6218_STAMPING: 12267
 KV6218_MARK LOGO: NJGS  
 KV6218_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6218+STABILITY: SURFACE MOTION
 KV6218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6218+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 KV6218
 KV6218  HISTORY     - Date     Condition        Report By
 KV6218  HISTORY     - 1940     MONUMENTED       NJGS
 KV6218  HISTORY     - 19881101 GOOD             NJGS
 KV6218  HISTORY     - 19931101 GOOD             NJGS
 KV6218  HISTORY     - 19970717 GOOD             USPSQD
 KV6218
 KV6218                          STATION DESCRIPTION
 KV6218
 KV6218'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6218'2.48 KM (3.99 MI) WEST ON STATE HIGHWAY ROUTE 36 FROM CENTER OF THE
 KV6218'DRAW SPAN OF THE ROUTE 36 BRIDGE SPANNING THE SHREWSBURY RIVER AT THE
 KV6218'SOUTHERLY END OF THE SANDY HOOK PENINSULA, TO THE STATION ON THE LEFT
 KV6218'IN THE GRASSY MEDIAN ISLAND, 85.1 M (279.20 FT) NORTHWEST FROM THE
 KV6218'SOUTHEAST CONCRETE NOSE OF THE MEDIAN ISLAND AT THE NORTHWEST SIDE OF
 KV6218'THE JUNCTION WITH NAVESINK ROAD, 14.5 M (47.57 FT) SOUTHWEST FROM
 KV6218'POLE NUMBER JC 2502 MDT, 15.55 M (51.02 FT) NORTH NORTHWEST FROM THE
 KV6218'NORTHWEST CORNER OF AN INLET CURBPIECE, 1.85 M (6.07 FT) NORTH
 KV6218'NORTHEAST FROM THE SOUTHWEST FACE OF THE CURB, 3.6 M (11.81 FT) SOUTH
 KV6218'SOUTHWEST FROM THE NORTHEAST FACE OF THE CURB. 0.15 M (0.49 FT) BELOW
 KV6218'THE GROUND.
 KV6218
 KV6218                          STATION RECOVERY (1993)
 KV6218
 KV6218'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6218'THE STATION IS LOCATED IN MIDDLETOWN TOWNSHIP. TO REACH THE STATION,
 KV6218'GO 1.5 MI (2.4 KM) WEST ON STATE ROUTE 36 FROM CENTER OF THE DRAW
 KV6218'SPAN OF THE ROUTE 36 BRIDGE SPANNING THE SHREWSBURY RIVER AT THE
 KV6218'SOUTHERLY END OF THE SANDY HOOK PENINSULA, TO THE STATION ON THE LEFT
 KV6218'IN THE GRASSY MEDIAN ISLAND, 85.1 M (279.2 FT) NORTHWEST FROM THE
 KV6218'SOUTHEAST CONCRETE NOSE OF THE MEDIAN ISLAND AT THE NORTHWEST SIDE OF
 KV6218'THE JUNCTION WITH NAVESINK ROAD, 14.5 M (47.6 FT) SOUTHWEST FROM POLE
 KV6218'NUMBER BT 8879 MDT, 15.55 M (51.02 FT) NORTH NORTHWEST FROM THE
 KV6218'NORTHWEST CORNER OF AN INLET CURBPIECE, 1.85 M (6.07 FT) NORTH
 KV6218'NORTHEAST FROM THE SOUTHWEST FACE OF THE CURB, 3.6 M (11.8 FT) SOUTH
 KV6218'SOUTHWEST FROM THE NORTHEAST FACE OF THE CURB. 0.15 M (0.49 FT) BELOW
 KV6218'THE GROUND.
 KV6218
 KV6218                          STATION RECOVERY (1997)
 KV6218
 KV6218'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6953 ***********************************************************************
 KV6953  DESIGNATION -  12286
 KV6953  PID         -  KV6953
 KV6953  STATE/COUNTY-  NJ/MONMOUTH
 KV6953  USGS QUAD   -  MARLBORO (1981)
 KV6953
 KV6953                         *CURRENT SURVEY CONTROL
 KV6953  ___________________________________________________________________
 KV6953* NAD 83(1996)-  40 15 52.16582(N)    074 09 43.81139(W)     ADJUSTED  
 KV6953* NAVD 88     -        34.7    (meters)     114.     (feet)  GPS OBS   
 KV6953  ___________________________________________________________________
 KV6953  X           -   1,330,130.081 (meters)                     COMP
 KV6953  Y           -  -4,688,761.468 (meters)                     COMP
 KV6953  Z           -   4,100,440.755 (meters)                     COMP
 KV6953  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 KV6953  ELLIP HEIGHT-           2.21  (meters)          (10/23/02) GPS OBS
 KV6953  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV6953
 KV6953  HORZ ORDER  -  FIRST
 KV6953  ELLP ORDER  -  FOURTH    CLASS I
 KV6953
 KV6953.The horizontal coordinates were established by GPS observations
 KV6953.and adjusted by the National Geodetic Survey in May 1999..
 KV6953
 KV6953.The orthometric height was determined by GPS observations and a
 KV6953.high-resolution geoid model.
 KV6953
 KV6953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6953
 KV6953.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6953
 KV6953.The ellipsoidal height was determined by GPS observations
 KV6953.and is referenced to NAD 83.
 KV6953
 KV6953.The geoid height was determined by GEOID03.
 KV6953
 KV6953;                    North         East     Units Scale Factor Converg.
 KV6953;SPC NJ       -   158,934.501   178,734.163   MT  0.99991016   +0 13 06.0
 KV6953;SPC NJ       -   521,437.61    586,397.00   sFT  0.99991016   +0 13 06.0
 KV6953;UTM  18      - 4,457,450.412   571,240.663   MT  0.99966247   +0 32 29.5
 KV6953
 KV6953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6953!SPC NJ       -   0.99999965  x   0.99991016  =   0.99990981
 KV6953!UTM  18      -   0.99999965  x   0.99966247  =   0.99966212
 KV6953
 KV6953                          SUPERSEDED SURVEY CONTROL
 KV6953
 KV6953  ELLIP H (05/14/99)    2.19   (m)                       GP(       ) 4 1
 KV6953  NAD 83(1992)-  40 15 52.16517(N)    074 09 43.81282(W) AD(       ) 1
 KV6953  ELLIP H (04/25/94)    2.18   (m)                       GP(       ) 3 1
 KV6953  NAD 83(1986)-  40 15 52.16681(N)    074 09 43.81413(W) AD(       ) 1
 KV6953
 KV6953.Superseded values are not recommended for survey control.
 KV6953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6953.See file dsdata.txt to determine how the superseded data were derived.
 KV6953
 KV6953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7124157450(NAD 83)
 KV6953_MARKER: DD = SURVEY DISK
 KV6953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6953_SP_SET: CONCRETE POST
 KV6953_STAMPING: 12286
 KV6953_MARK LOGO: NJGS  
 KV6953_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6953+STABILITY: SURFACE MOTION
 KV6953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6953+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2001
 KV6953
 KV6953  HISTORY     - Date     Condition        Report By
 KV6953  HISTORY     - 1940     MONUMENTED       NJGS
 KV6953  HISTORY     - 19921028 GOOD
 KV6953  HISTORY     - 19930222 GOOD             NJHA
 KV6953  HISTORY     - 20011015 GOOD             NJGS
 KV6953
 KV6953                          STATION DESCRIPTION
 KV6953
 KV6953'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1940
 KV6953'THE STATION IS LOCATED IN COLTS NECK TOWNSHIP, AT THE SOUTHEAST CORNER
 KV6953'OF THE INTERSECTION OF STATE HIGHWAY 34 AND THE MAIN ENTRANCE ROAD,
 KV6953'FORMERLY ASBURY AVENUE, LEADING TO NAVAL WEAPONS STATION EARLE.  TO
 KV6953'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 33 AND 34, GO
 KV6953'ABOUT 2.8 MI (4.5 KM) NORTH ON STATE HIGHWAY 34 TO THE STATION ON THE
 KV6953'RIGHT. TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 18
 KV6953'AND STATE HIGHWAY 34, GO 0.75 MI (1.21 KM) SOUTH ON STATE HIGHWAY 34
 KV6953'TO THE STATION ON THE LEFT.  THE STATION IS 14.6 M (47.9 FT) EAST
 KV6953'FROM THE CENTERLINE OF STATE HIGHWAY 34, 26.6 M (87.3 FT) SOUTH FROM
 KV6953'THE CENTERLINE OF THE MAIN ENTRANCE ROAD LEADING TO NAVAL WEAPONS
 KV6953'STATION EARLE, 31.2 M (102.4 FT) WEST FROM THE NORTH END OF A 20 M
 KV6953'(65.6 FT) LONG BRICK WALL USED FOR A SIGN FOR THE NAVAL WEAPONS
 KV6953'STATION EARLE, 41.6 M (136.5 FT) NORTHWEST FROM THE SOUTH END OF THE
 KV6953'SAME BRICK WALL, 52.3 M (171.6 FT) WEST SOUTHWEST FROM THE CENTER OF
 KV6953'A NAVAL CANNON ON THE SOUTH SIDE OF THE ENTRANCE ROAD, 37.8 M
 KV6953'(124.0 FT) SOUTHWEST FROM POLE BT 1070 ALT, 27.4 M (89.9 FT)
 KV6953'SOUTHWEST FROM A STATE HIGHWAY DEPARTMENT ELECTRICAL JUNCTION BOX AND
 KV6953'0.5 M (1.6 FT) EAST FROM THE CURBLINE OF STATE HIGHWAY 34.  THE
 KV6953'STATION IS 0.2 M (0.7 FT) BELOW THE GROUND.
 KV6953
 KV6953                          STATION RECOVERY (1992)
 KV6953
 KV6953'RECOVERED 1992
 KV6953'RECOVERED IN GOOD CONDITION.
 KV6953
 KV6953                          STATION RECOVERY (1993)
 KV6953
 KV6953'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 KV6953'RECOVERED IN GOOD CONDITION.
 KV6953
 KV6953                          STATION RECOVERY (2001)
 KV6953
 KV6953'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV6953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0962 ***********************************************************************
 JU0962  DESIGNATION -  123
 JU0962  PID         -  JU0962
 JU0962  STATE/COUNTY-  NJ/CUMBERLAND
 JU0962  USGS QUAD   -  MILLVILLE (1997)
 JU0962
 JU0962                         *CURRENT SURVEY CONTROL
 JU0962  ___________________________________________________________________
 JU0962* NAD 83(1986)-  39 29 31.     (N)    075 04 28.     (W)     SCALED    
 JU0962* NAVD 88     -        16.421  (meters)      53.87   (feet)  ADJUSTED  
 JU0962  ___________________________________________________________________
 JU0962  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JU0962  DYNAMIC HT  -          16.413 (meters)      53.85  (feet)  COMP
 JU0962  MODELED GRAV-     980,117.2   (mgal)                       NAVD 88
 JU0962
 JU0962  VERT ORDER  -  SECOND    CLASS 0
 JU0962
 JU0962.The horizontal coordinates were scaled from a topographic map and have
 JU0962.an estimated accuracy of +/- 6 seconds.
 JU0962
 JU0962.The orthometric height was determined by differential leveling
 JU0962.and adjusted by the National Geodetic Survey in June 1991..
 JU0962
 JU0962.The geoid height was determined by GEOID03.
 JU0962
 JU0962.The dynamic height is computed by dividing the NAVD 88
 JU0962.geopotential number by the normal gravity value computed on the
 JU0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0962.degrees latitude (g = 980.6199 gals.).
 JU0962
 JU0962.The modeled gravity was interpolated from observed gravity values.
 JU0962
 JU0962;                    North         East    Units  Estimated Accuracy
 JU0962;SPC NJ       -    73,270.      100,590.      MT  (+/- 180 meters Scaled)
 JU0962
 JU0962                          SUPERSEDED SURVEY CONTROL
 JU0962
 JU0962  NGVD 29 (??/??/??)   16.793  (m)           55.09   (f) ADJUSTED    2 0
 JU0962
 JU0962.Superseded values are not recommended for survey control.
 JU0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0962.See file dsdata.txt to determine how the superseded data were derived.
 JU0962
 JU0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ935713(NAD 83)
 JU0962_MARKER: Z = SEE DESCRIPTION
 JU0962_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0962_SP_SET: MILE POST BASE
 JU0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0962
 JU0962  HISTORY     - Date     Condition        Report By
 JU0962  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0962  HISTORY     - 1936     GOOD             CGS
 JU0962  HISTORY     - 19950613 MARK NOT FOUND   NJGS
 JU0962
 JU0962                          STATION DESCRIPTION
 JU0962
 JU0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 JU0962'2.8 MI W FROM VINELAND.
 JU0962'2.8 MILES WEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0962'THE STATION AT VINELAND, CUMBERLAND COUNTY, AT MILEPOST 123, IN
 JU0962'THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER LINE
 JU0962'OF THE TRACK.  A RAISED LUG.
 JU0962
 JU0962                          STATION RECOVERY (1995)
 JU0962
 JU0962'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 JU0962'THE STATION IS A RAISED LUG ON THE BASE OF A MILEPOST MARKER.  THERE
 JU0962'IS NO EVIDENCE OF EITHER THE CONCRETE BASE OR THE MILEPOST FOUND AT
 JU0962'THIS LOCATION.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1647 ***********************************************************************
 KU1647  DESIGNATION -  1232
 KU1647  PID         -  KU1647
 KU1647  STATE/COUNTY-  NJ/BERGEN
 KU1647  USGS QUAD   -  CENTRAL PARK (1979)
 KU1647
 KU1647                         *CURRENT SURVEY CONTROL
 KU1647  ___________________________________________________________________
 KU1647* NAD 83(1986)-  40 50 40.     (N)    073 58 03.     (W)     SCALED    
 KU1647* NAVD 88     -        18.498  (meters)      60.69   (feet)  ADJUSTED  
 KU1647  ___________________________________________________________________
 KU1647  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 KU1647  DYNAMIC HT  -          18.491 (meters)      60.67  (feet)  COMP
 KU1647  MODELED GRAV-     980,249.7   (mgal)                       NAVD 88
 KU1647
 KU1647  VERT ORDER  -  SECOND    CLASS 0
 KU1647
 KU1647.The horizontal coordinates were scaled from a topographic map and have
 KU1647.an estimated accuracy of +/- 6 seconds.
 KU1647
 KU1647.The orthometric height was determined by differential leveling
 KU1647.and adjusted by the National Geodetic Survey in June 1991..
 KU1647
 KU1647.The geoid height was determined by GEOID03.
 KU1647
 KU1647.The dynamic height is computed by dividing the NAVD 88
 KU1647.geopotential number by the normal gravity value computed on the
 KU1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1647.degrees latitude (g = 980.6199 gals.).
 KU1647
 KU1647.The modeled gravity was interpolated from observed gravity values.
 KU1647
 KU1647;                    North         East    Units  Estimated Accuracy
 KU1647;SPC NJ       -   223,410.      194,900.      MT  (+/- 180 meters Scaled)
 KU1647
 KU1647                          SUPERSEDED SURVEY CONTROL
 KU1647
 KU1647  NGVD 29 (??/??/92)   18.802  (m)           61.69   (f) ADJ UNCH    2 0
 KU1647
 KU1647.Superseded values are not recommended for survey control.
 KU1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1647.See file dsdata.txt to determine how the superseded data were derived.
 KU1647
 KU1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL870220(NAD 83)
 KU1647_MARKER: DD = SURVEY DISK
 KU1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1647_STAMPING: 1232 61.897
 KU1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1647+STABILITY: SURFACE MOTION
 KU1647
 KU1647  HISTORY     - Date     Condition        Report By
 KU1647  HISTORY     - UNK      MONUMENTED       NJGS
 KU1647  HISTORY     - 1956     GOOD             NGS
 KU1647  HISTORY     - 20050821 GOOD             GEOCAC
 KU1647
 KU1647                          STATION DESCRIPTION
 KU1647
 KU1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1647'AT EDGEWATER.
 KU1647'AT EDGEWATER, AT THE INTERSECTION OF RIVER ROAD AND MAPLE STREET,
 KU1647'49.6 FEET NORTH OF THE NORTH CURB OF MAPLE STREET, 30.6 FEET
 KU1647'NORTH OF THE NORTHWEST CORNER OF A CATCH BASIN, 5.9 FEET WEST OF
 KU1647'THE WEST CURB OF RIVER ROAD, 0.9 FOOT WEST OF THE WEST EDGE OF A
 KU1647'NORTH-SOUTH SIDEWALK, ABOUT LEVEL WITH THE SIDEWALK AND SET IN
 KU1647'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KU1647
 KU1647                          STATION RECOVERY (2005)
 KU1647
 KU1647'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KU1647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1648 ***********************************************************************
 KU1648  DESIGNATION -  1234
 KU1648  PID         -  KU1648
 KU1648  STATE/COUNTY-  NJ/BERGEN
 KU1648  USGS QUAD   -  CENTRAL PARK (1979)
 KU1648
 KU1648                         *CURRENT SURVEY CONTROL
 KU1648  ___________________________________________________________________
 KU1648* NAD 83(1986)-  40 50 07.     (N)    073 58 14.     (W)     SCALED    
 KU1648* NAVD 88     -         6.179  (meters)      20.27   (feet)  ADJUSTED  
 KU1648  ___________________________________________________________________
 KU1648  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 KU1648  DYNAMIC HT  -           6.176 (meters)      20.26  (feet)  COMP
 KU1648  MODELED GRAV-     980,247.4   (mgal)                       NAVD 88
 KU1648
 KU1648  VERT ORDER  -  SECOND    CLASS 0
 KU1648
 KU1648.The horizontal coordinates were scaled from a topographic map and have
 KU1648.an estimated accuracy of +/- 6 seconds.
 KU1648
 KU1648.The orthometric height was determined by differential leveling
 KU1648.and adjusted by the National Geodetic Survey in June 1991..
 KU1648
 KU1648.The geoid height was determined by GEOID03.
 KU1648
 KU1648.The dynamic height is computed by dividing the NAVD 88
 KU1648.geopotential number by the normal gravity value computed on the
 KU1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1648.degrees latitude (g = 980.6199 gals.).
 KU1648
 KU1648.The modeled gravity was interpolated from observed gravity values.
 KU1648
 KU1648;                    North         East    Units  Estimated Accuracy
 KU1648;SPC NJ       -   222,390.      194,650.      MT  (+/- 180 meters Scaled)
 KU1648
 KU1648                          SUPERSEDED SURVEY CONTROL
 KU1648
 KU1648  NGVD 29 (??/??/92)    6.483  (m)           21.27   (f) ADJ UNCH    2 0
 KU1648
 KU1648.Superseded values are not recommended for survey control.
 KU1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1648.See file dsdata.txt to determine how the superseded data were derived.
 KU1648
 KU1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL867209(NAD 83)
 KU1648_MARKER: DD = SURVEY DISK
 KU1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1648_STAMPING: 1234 21.445
 KU1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1648+STABILITY: SURFACE MOTION
 KU1648_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1648+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 KU1648
 KU1648  HISTORY     - Date     Condition        Report By
 KU1648  HISTORY     - UNK      MONUMENTED       NJGS
 KU1648  HISTORY     - 1956     GOOD             NGS
 KU1648  HISTORY     - 19920220 MARK NOT FOUND   NJGS
 KU1648  HISTORY     - 20060429 GOOD             GEOCAC
 KU1648
 KU1648                          STATION DESCRIPTION
 KU1648
 KU1648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1648'AT EDGEWATER.
 KU1648'AT EDGEWATER, AT THE INTERSECTION OF RIVER ROAD AND GLENWOOD
 KU1648'AVENUE, 27 FEET NORTH OF THE NORTH END OF LOWER STEP IN FRONT OF
 KU1648'RESIDENCE 1190 RIVER ROAD, 4.0 FEET EAST OF A 6 FOOT HIGH ROCK
 KU1648'WALL, 5.5 FEET NORTH OF A FIRE PLUG, 1.8 FEET WEST OF WEST CURB
 KU1648'OF RIVER ROAD, SET IN TOP OF CONCRETE POST LEVEL WITH THE SIDEWALK.
 KU1648
 KU1648                          STATION RECOVERY (1992)
 KU1648
 KU1648'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KU1648'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KU1648'SEARCH BY A TWO MAN PARTY.  CONSIDERABLE IMPROVEMENTS HAVE BEEN MADE
 KU1648'TO THE AREA SINCE THE ORIGINAL DESCRIPTION.
 KU1648
 KU1648                          STATION RECOVERY (2006)
 KU1648
 KU1648'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KU1648'EASILY FOUND AS DESCRIBED. 27 FEET NORTH OF NORTH END OF STEPS IN ROCK
 KU1648'WALL.  4 FEET EAST OF SIX FOOT ROCK WALL.  5.5 FEET NORTH OF FIRE
 KU1648'PLUG.  1.8 FEET WEST OF WEST CURB OF RIVER ROAD.
 KU1648'HANDHELD GPS COORDINATES N40 50 06.8 W 73 58 16.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1655 ***********************************************************************
 KU1655  DESIGNATION -  1237
 KU1655  PID         -  KU1655
 KU1655  STATE/COUNTY-  NJ/BERGEN
 KU1655  USGS QUAD   -  CENTRAL PARK (1979)
 KU1655
 KU1655                         *CURRENT SURVEY CONTROL
 KU1655  ___________________________________________________________________
 KU1655* NAD 83(1986)-  40 49 37.     (N)    073 58 33.     (W)     SCALED    
 KU1655* NAVD 88     -        16.390  (meters)      53.77   (feet)  ADJUSTED  
 KU1655  ___________________________________________________________________
 KU1655  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 KU1655  DYNAMIC HT  -          16.383 (meters)      53.75  (feet)  COMP
 KU1655  MODELED GRAV-     980,245.1   (mgal)                       NAVD 88
 KU1655
 KU1655  VERT ORDER  -  SECOND    CLASS 0
 KU1655
 KU1655.The horizontal coordinates were scaled from a topographic map and have
 KU1655.an estimated accuracy of +/- 6 seconds.
 KU1655
 KU1655.The orthometric height was determined by differential leveling
 KU1655.and adjusted by the National Geodetic Survey in June 1991..
 KU1655
 KU1655.The geoid height was determined by GEOID03.
 KU1655
 KU1655.The dynamic height is computed by dividing the NAVD 88
 KU1655.geopotential number by the normal gravity value computed on the
 KU1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1655.degrees latitude (g = 980.6199 gals.).
 KU1655
 KU1655.The modeled gravity was interpolated from observed gravity values.
 KU1655
 KU1655;                    North         East    Units  Estimated Accuracy
 KU1655;SPC NJ       -   221,460.      194,210.      MT  (+/- 180 meters Scaled)
 KU1655
 KU1655                          SUPERSEDED SURVEY CONTROL
 KU1655
 KU1655  NGVD 29 (??/??/92)   16.694  (m)           54.77   (f) ADJ UNCH    2 0
 KU1655
 KU1655.Superseded values are not recommended for survey control.
 KU1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1655.See file dsdata.txt to determine how the superseded data were derived.
 KU1655
 KU1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL863200(NAD 83)
 KU1655_MARKER: DD = SURVEY DISK
 KU1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1655_STAMPING: 1237
 KU1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1655+STABILITY: SURFACE MOTION
 KU1655
 KU1655  HISTORY     - Date     Condition        Report By
 KU1655  HISTORY     - UNK      MONUMENTED       NJGS
 KU1655  HISTORY     - 1956     GOOD             NGS
 KU1655  HISTORY     - 20060429 MARK NOT FOUND   GEOCAC
 KU1655
 KU1655                          STATION DESCRIPTION
 KU1655
 KU1655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1655'AT EDGEWATER.
 KU1655'AT EDGEWATER, AT THE INTERSECTION OF UNDERCLIFF AND HILLIARD
 KU1655'AVENUE, 1.7 FEET WEST OF THE WEST CURB OF UNDERHILL AVENUE, 1.0
 KU1655'FOOT NORTH OF THE EXTENDED SOUTH CURB OF HILLIARD AVENUE, SET
 KU1655'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KU1655
 KU1655                          STATION RECOVERY (2006)
 KU1655
 KU1655'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KU1655'GRASSY AREA BETWEEN CURB AND SIDEWALK HAS BEEN COVERED OVER WITH
 KU1655'CONCRETE.  MARK SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1654 ***********************************************************************
 KU1654  DESIGNATION -  1238
 KU1654  PID         -  KU1654
 KU1654  STATE/COUNTY-  NJ/BERGEN
 KU1654  USGS QUAD   -  CENTRAL PARK (1979)
 KU1654
 KU1654                         *CURRENT SURVEY CONTROL
 KU1654  ___________________________________________________________________
 KU1654* NAD 83(1986)-  40 49 17.     (N)    073 58 45.     (W)     SCALED    
 KU1654* NAVD 88     -        19.922  (meters)      65.36   (feet)  ADJUSTED  
 KU1654  ___________________________________________________________________
 KU1654  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 KU1654  DYNAMIC HT  -          19.914 (meters)      65.33  (feet)  COMP
 KU1654  MODELED GRAV-     980,244.1   (mgal)                       NAVD 88
 KU1654
 KU1654  VERT ORDER  -  SECOND    CLASS 0
 KU1654
 KU1654.The horizontal coordinates were scaled from a topographic map and have
 KU1654.an estimated accuracy of +/- 6 seconds.
 KU1654
 KU1654.The orthometric height was determined by differential leveling
 KU1654.and adjusted by the National Geodetic Survey in June 1991..
 KU1654
 KU1654.The geoid height was determined by GEOID03.
 KU1654
 KU1654.The dynamic height is computed by dividing the NAVD 88
 KU1654.geopotential number by the normal gravity value computed on the
 KU1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1654.degrees latitude (g = 980.6199 gals.).
 KU1654
 KU1654.The modeled gravity was interpolated from observed gravity values.
 KU1654
 KU1654;                    North         East    Units  Estimated Accuracy
 KU1654;SPC NJ       -   220,850.      193,930.      MT  (+/- 180 meters Scaled)
 KU1654
 KU1654                          SUPERSEDED SURVEY CONTROL
 KU1654
 KU1654  NGVD 29 (??/??/92)   20.226  (m)           66.36   (f) ADJ UNCH    2 0
 KU1654
 KU1654.Superseded values are not recommended for survey control.
 KU1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1654.See file dsdata.txt to determine how the superseded data were derived.
 KU1654
 KU1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL860194(NAD 83)
 KU1654_MARKER: DD = SURVEY DISK
 KU1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1654_STAMPING: 1238
 KU1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1654+STABILITY: SURFACE MOTION
 KU1654
 KU1654  HISTORY     - Date     Condition        Report By
 KU1654  HISTORY     - UNK      MONUMENTED       NJGS
 KU1654  HISTORY     - 1956     GOOD             NGS
 KU1654  HISTORY     - 20060429 GOOD             GEOCAC
 KU1654
 KU1654                          STATION DESCRIPTION
 KU1654
 KU1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1654'AT EDGEWATER.
 KU1654'AT EDGEWATER, AT THE INTERSECTION OF UNDERCLIFF AND RUSSELL
 KU1654'AVENUE, 7.1 FEET NORTH OF THE NORTH CURB OF RUSSELL AVENUE,
 KU1654'1.7 FEET EAST OF THE EAST CURB OF UNDERCLIFF AVENUE, SET IN THE
 KU1654'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KU1654
 KU1654                          STATION RECOVERY (2006)
 KU1654
 KU1654'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KU1654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1653 ***********************************************************************
 KU1653  DESIGNATION -  1239
 KU1653  PID         -  KU1653
 KU1653  STATE/COUNTY-  NJ/BERGEN
 KU1653  USGS QUAD   -  CENTRAL PARK (1979)
 KU1653
 KU1653                         *CURRENT SURVEY CONTROL
 KU1653  ___________________________________________________________________
 KU1653* NAD 83(1986)-  40 49 09.     (N)    073 58 51.     (W)     SCALED    
 KU1653* NAVD 88     -        17.162  (meters)      56.31   (feet)  ADJUSTED  
 KU1653  ___________________________________________________________________
 KU1653  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 KU1653  DYNAMIC HT  -          17.155 (meters)      56.28  (feet)  COMP
 KU1653  MODELED GRAV-     980,243.8   (mgal)                       NAVD 88
 KU1653
 KU1653  VERT ORDER  -  SECOND    CLASS 0
 KU1653
 KU1653.The horizontal coordinates were scaled from a topographic map and have
 KU1653.an estimated accuracy of +/- 6 seconds.
 KU1653
 KU1653.The orthometric height was determined by differential leveling
 KU1653.and adjusted by the National Geodetic Survey in June 1991..
 KU1653
 KU1653.The geoid height was determined by GEOID03.
 KU1653
 KU1653.The dynamic height is computed by dividing the NAVD 88
 KU1653.geopotential number by the normal gravity value computed on the
 KU1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1653.degrees latitude (g = 980.6199 gals.).
 KU1653
 KU1653.The modeled gravity was interpolated from observed gravity values.
 KU1653
 KU1653;                    North         East    Units  Estimated Accuracy
 KU1653;SPC NJ       -   220,600.      193,800.      MT  (+/- 180 meters Scaled)
 KU1653
 KU1653                          SUPERSEDED SURVEY CONTROL
 KU1653
 KU1653  NGVD 29 (??/??/92)   17.466  (m)           57.30   (f) ADJ UNCH    2 0
 KU1653
 KU1653.Superseded values are not recommended for survey control.
 KU1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1653.See file dsdata.txt to determine how the superseded data were derived.
 KU1653
 KU1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL859191(NAD 83)
 KU1653_MARKER: DD = SURVEY DISK
 KU1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1653_STAMPING: 1239 57498
 KU1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1653+STABILITY: SURFACE MOTION
 KU1653
 KU1653  HISTORY     - Date     Condition        Report By
 KU1653  HISTORY     - UNK      MONUMENTED       NJGS
 KU1653  HISTORY     - 1956     GOOD             NGS
 KU1653  HISTORY     - 20051226 MARK NOT FOUND   GEOCAC
 KU1653
 KU1653                          STATION DESCRIPTION
 KU1653
 KU1653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1653'AT EDGEWATER.
 KU1653'AT EDGEWATER, AT THE INTERSECTION OF UNDERCLIFF AVENUE AND
 KU1653'VREELAND TERRACE, 18.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 KU1653'THE FIRST CONCRETE STEP LEADING TO A RESIDENT AT 154 UNDERCLIFF
 KU1653'AVENUE, 2.3 FEET WEST OF THE WEST CURB OF UNDERCLIFF AVENUE, 2.2
 KU1653'FEET NORTH OF THE EXTENDED SOUTH CURB OF VREELAND TERRACE, SET IN
 KU1653'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KU1653
 KU1653                          STATION RECOVERY (2005)
 KU1653
 KU1653'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KU1653'THE SIDEWALK IS NEW. THE CURBING IS NEW. THE STREET IS FAIRLY RECENTLY
 KU1653'REPAVED. THE GARAGE, AND CUT IN THE CURB, IS ALSO FAIRLY NEW. THE
 KU1653'BENCHMARK IS NOWHERE TO BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0963 ***********************************************************************
 JU0963  DESIGNATION -  124
 JU0963  PID         -  JU0963
 JU0963  STATE/COUNTY-  NJ/SALEM
 JU0963  USGS QUAD   -  MILLVILLE (1997)
 JU0963
 JU0963                         *CURRENT SURVEY CONTROL
 JU0963  ___________________________________________________________________
 JU0963* NAD 83(1986)-  39 29 15.     (N)    075 05 34.     (W)     SCALED    
 JU0963* NAVD 88     -        22.809  (meters)      74.83   (feet)  ADJUSTED  
 JU0963  ___________________________________________________________________
 JU0963  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JU0963  DYNAMIC HT  -          22.798 (meters)      74.80  (feet)  COMP
 JU0963  MODELED GRAV-     980,117.8   (mgal)                       NAVD 88
 JU0963
 JU0963  VERT ORDER  -  SECOND    CLASS 0
 JU0963
 JU0963.The horizontal coordinates were scaled from a topographic map and have
 JU0963.an estimated accuracy of +/- 6 seconds.
 JU0963
 JU0963.The orthometric height was determined by differential leveling
 JU0963.and adjusted by the National Geodetic Survey in June 1991..
 JU0963
 JU0963.The geoid height was determined by GEOID03.
 JU0963
 JU0963.The dynamic height is computed by dividing the NAVD 88
 JU0963.geopotential number by the normal gravity value computed on the
 JU0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0963.degrees latitude (g = 980.6199 gals.).
 JU0963
 JU0963.The modeled gravity was interpolated from observed gravity values.
 JU0963
 JU0963;                    North         East    Units  Estimated Accuracy
 JU0963;SPC NJ       -    72,790.       99,010.      MT  (+/- 180 meters Scaled)
 JU0963
 JU0963                          SUPERSEDED SURVEY CONTROL
 JU0963
 JU0963  NGVD 29 (??/??/??)   23.181  (m)           76.05   (f) ADJUSTED    2 0
 JU0963
 JU0963.Superseded values are not recommended for survey control.
 JU0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0963.See file dsdata.txt to determine how the superseded data were derived.
 JU0963
 JU0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ920708(NAD 83)
 JU0963_MARKER: Z = SEE DESCRIPTION
 JU0963_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0963_SP_SET: MILE POST BASE
 JU0963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0963
 JU0963  HISTORY     - Date     Condition        Report By
 JU0963  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0963  HISTORY     - 1936     GOOD             CGS
 JU0963  HISTORY     - 19950613 MARK NOT FOUND   NJGS
 JU0963
 JU0963                          STATION DESCRIPTION
 JU0963
 JU0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 JU0963'2.1 MI E FROM ROSENHAYN.
 JU0963'ABOUT 2.1 MILES EAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0963'THE STATION AT ROSENHAYN, CUMBERLAND COUNTY, AT MILEPOST 124, IN
 JU0963'THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER LINE
 JU0963'OF THE TRACK.  A RAISED LUG.
 JU0963
 JU0963                          STATION RECOVERY (1995)
 JU0963
 JU0963'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 JU0963'THE STATION IS A RAISED LUG ON THE BASE OF A MILEPOST MARKER.  THE 124
 JU0963'MILEPOST WITH ATTACHED LUG WAS FOUND OVERTURNED AT THIS SITE.  THE
 JU0963'STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1651 ***********************************************************************
 KU1651  TIDAL BM    -  This is a Tidal Bench Mark.
 KU1651  DESIGNATION -  1240
 KU1651  PID         -  KU1651
 KU1651  STATE/COUNTY-  NJ/BERGEN
 KU1651  USGS QUAD   -  CENTRAL PARK (1979)
 KU1651
 KU1651                         *CURRENT SURVEY CONTROL
 KU1651  ___________________________________________________________________
 KU1651* NAD 83(1986)-  40 49 07.     (N)    073 58 46.     (W)     SCALED    
 KU1651* NAVD 88     -         3.145  (meters)      10.32   (feet)  ADJUSTED  
 KU1651  ___________________________________________________________________
 KU1651  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 KU1651  DYNAMIC HT  -           3.144 (meters)      10.31  (feet)  COMP
 KU1651  MODELED GRAV-     980,244.4   (mgal)                       NAVD 88
 KU1651
 KU1651  VERT ORDER  -  SECOND    CLASS 0
 KU1651
 KU1651.The horizontal coordinates were scaled from a topographic map and have
 KU1651.an estimated accuracy of +/- 6 seconds.
 KU1651
 KU1651.The orthometric height was determined by differential leveling
 KU1651.and adjusted by the National Geodetic Survey in June 1991..
 KU1651
 KU1651.This Tidal Bench Mark is designated as VM 2445
 KU1651.by the Center for Operational Oceanographic Products and Services.
 KU1651
 KU1651.The geoid height was determined by GEOID03.
 KU1651
 KU1651.The dynamic height is computed by dividing the NAVD 88
 KU1651.geopotential number by the normal gravity value computed on the
 KU1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1651.degrees latitude (g = 980.6199 gals.).
 KU1651
 KU1651.The modeled gravity was interpolated from observed gravity values.
 KU1651
 KU1651;                    North         East    Units  Estimated Accuracy
 KU1651;SPC NJ       -   220,540.      193,910.      MT  (+/- 180 meters Scaled)
 KU1651
 KU1651                          SUPERSEDED SURVEY CONTROL
 KU1651
 KU1651  NGVD 29 (??/??/92)    3.449  (m)           11.32   (f) ADJ UNCH    2 0
 KU1651
 KU1651.Superseded values are not recommended for survey control.
 KU1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1651.See file dsdata.txt to determine how the superseded data were derived.
 KU1651
 KU1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL860191(NAD 83)
 KU1651_MARKER: DD = SURVEY DISK
 KU1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1651_STAMPING: 11.488 1240
 KU1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1651+STABILITY: SURFACE MOTION
 KU1651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1651+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2005
 KU1651
 KU1651  HISTORY     - Date     Condition        Report By
 KU1651  HISTORY     - UNK      MONUMENTED       NJGS
 KU1651  HISTORY     - 1956     GOOD             NGS
 KU1651  HISTORY     - 20021121 GOOD             NJDEP
 KU1651  HISTORY     - 20051226 GOOD             GEOCAC
 KU1651
 KU1651                          STATION DESCRIPTION
 KU1651
 KU1651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1651'AT EDGEWATER.
 KU1651'AT EDGEWATER, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 KU1651'RIVER ROAD AND VREELAND TERRACE, 19.4 FEET WEST OF THE CENTERLINE
 KU1651'OF RIVER ROAD, 10.6 FEET SOUTH OF THE CENTERLINE OF VREELAND
 KU1651'TERRACE, 1.8 FEET NORTH OF THE NORTHEAST CORNER OF A 8-FOOT
 KU1651'CONCRETE WALL, SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KU1651
 KU1651                          STATION RECOVERY (2002)
 KU1651
 KU1651'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2002 (WM)
 KU1651'RECOVERED IN GOOD CONDITION.
 KU1651
 KU1651                          STATION RECOVERY (2005)
 KU1651
 KU1651'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KU1651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1646 ***********************************************************************
 KU1646  DESIGNATION -  1241
 KU1646  PID         -  KU1646
 KU1646  STATE/COUNTY-  NJ/BERGEN
 KU1646  USGS QUAD   -  CENTRAL PARK (1979)
 KU1646
 KU1646                         *CURRENT SURVEY CONTROL
 KU1646  ___________________________________________________________________
 KU1646* NAD 83(1986)-  40 50 46.     (N)    073 58 00.     (W)     SCALED    
 KU1646* NAVD 88     -        30.845  (meters)     101.20   (feet)  ADJUSTED  
 KU1646  ___________________________________________________________________
 KU1646  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 KU1646  DYNAMIC HT  -          30.833 (meters)     101.16  (feet)  COMP
 KU1646  MODELED GRAV-     980,250.2   (mgal)                       NAVD 88
 KU1646
 KU1646  VERT ORDER  -  SECOND    CLASS 0
 KU1646
 KU1646.The horizontal coordinates were scaled from a topographic map and have
 KU1646.an estimated accuracy of +/- 6 seconds.
 KU1646
 KU1646.The orthometric height was determined by differential leveling
 KU1646.and adjusted by the National Geodetic Survey in June 1991..
 KU1646
 KU1646.The geoid height was determined by GEOID03.
 KU1646
 KU1646.The dynamic height is computed by dividing the NAVD 88
 KU1646.geopotential number by the normal gravity value computed on the
 KU1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1646.degrees latitude (g = 980.6199 gals.).
 KU1646
 KU1646.The modeled gravity was interpolated from observed gravity values.
 KU1646
 KU1646;                    North         East    Units  Estimated Accuracy
 KU1646;SPC NJ       -   223,600.      194,970.      MT  (+/- 180 meters Scaled)
 KU1646
 KU1646                          SUPERSEDED SURVEY CONTROL
 KU1646
 KU1646  NGVD 29 (??/??/92)   31.150  (m)          102.20   (f) ADJ UNCH    2 0
 KU1646
 KU1646.Superseded values are not recommended for survey control.
 KU1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1646.See file dsdata.txt to determine how the superseded data were derived.
 KU1646
 KU1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL871221(NAD 83)
 KU1646_MARKER: DD = SURVEY DISK
 KU1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1646_STAMPING: 1241 102.435
 KU1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1646+STABILITY: SURFACE MOTION
 KU1646
 KU1646  HISTORY     - Date     Condition        Report By
 KU1646  HISTORY     - UNK      MONUMENTED       NJGS
 KU1646  HISTORY     - 1956     GOOD             NGS
 KU1646  HISTORY     - 20030410 GOOD             PORANY
 KU1646
 KU1646                          STATION DESCRIPTION
 KU1646
 KU1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1646'AT EDGEWATER.
 KU1646'AT EDGEWATER, 0.5 MILE SOUTH ALONG RIVER ROAD FROM THE GEORGE
 KU1646'WASHINGTON BRIDGE, AT THE NORTHWEST CORNER OF THE INTERSECTION
 KU1646'OF RIVER ROAD AND LEARY LANE, 1.4 FEET NORTH OF THE NORTH CURB
 KU1646'OF LEARY LANE, 1 FOOT WEST OF THE WEST CURB OF RIVER ROAD, SET IN
 KU1646'TOP OF A CONCRETE POST LEVEL WITH THE SIDEWALK.
 KU1646
 KU1646                          STATION RECOVERY (2003)
 KU1646
 KU1646'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2003 (SSZ)
 KU1646'SIDEWALK HAS SETTLED, MARK PROJECTS SEVERAL INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1649 ***********************************************************************
 KU1649  DESIGNATION -  1245
 KU1649  PID         -  KU1649
 KU1649  STATE/COUNTY-  NJ/BERGEN
 KU1649  USGS QUAD   -  CENTRAL PARK (1979)
 KU1649
 KU1649                         *CURRENT SURVEY CONTROL
 KU1649  ___________________________________________________________________
 KU1649* NAD 83(1986)-  40 49 42.     (N)    073 58 19.     (W)     SCALED    
 KU1649* NAVD 88     -         2.365  (meters)       7.76   (feet)  ADJUSTED  
 KU1649  ___________________________________________________________________
 KU1649  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 KU1649  DYNAMIC HT  -           2.364 (meters)       7.76  (feet)  COMP
 KU1649  MODELED GRAV-     980,246.5   (mgal)                       NAVD 88
 KU1649
 KU1649  VERT ORDER  -  SECOND    CLASS 0
 KU1649
 KU1649.The horizontal coordinates were scaled from a topographic map and have
 KU1649.an estimated accuracy of +/- 6 seconds.
 KU1649
 KU1649.The orthometric height was determined by differential leveling
 KU1649.and adjusted by the National Geodetic Survey in June 1991..
 KU1649
 KU1649.The geoid height was determined by GEOID03.
 KU1649
 KU1649.The dynamic height is computed by dividing the NAVD 88
 KU1649.geopotential number by the normal gravity value computed on the
 KU1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1649.degrees latitude (g = 980.6199 gals.).
 KU1649
 KU1649.The modeled gravity was interpolated from observed gravity values.
 KU1649
 KU1649;                    North         East    Units  Estimated Accuracy
 KU1649;SPC NJ       -   221,620.      194,540.      MT  (+/- 180 meters Scaled)
 KU1649
 KU1649                          SUPERSEDED SURVEY CONTROL
 KU1649
 KU1649  NGVD 29 (??/??/92)    2.669  (m)            8.76   (f) ADJ UNCH    2 0
 KU1649
 KU1649.Superseded values are not recommended for survey control.
 KU1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1649.See file dsdata.txt to determine how the superseded data were derived.
 KU1649
 KU1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL866202(NAD 83)
 KU1649_MARKER: DD = SURVEY DISK
 KU1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1649_STAMPING: 1245
 KU1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1649+STABILITY: SURFACE MOTION
 KU1649
 KU1649  HISTORY     - Date     Condition        Report By
 KU1649  HISTORY     - UNK      MONUMENTED       NJGS
 KU1649  HISTORY     - 1956     GOOD             NGS
 KU1649  HISTORY     - 19920220 MARK NOT FOUND   NJGS
 KU1649  HISTORY     - 20060429 MARK NOT FOUND   GEOCAC
 KU1649
 KU1649                          STATION DESCRIPTION
 KU1649
 KU1649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1649'AT EDGEWATER.
 KU1649'AT EDGEWATER, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 KU1649'RIVER ROAD AND HUDSON AVENUE, 2.5 FEET WEST OF THE WEST CURB OF
 KU1649'RIVER ROAD, 2.2 FEET NORTH OF THE NORTH CURB OF HUDSON AVENUE,
 KU1649'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE TOP OF THE
 KU1649'CONCRETE SIDEWALK.
 KU1649
 KU1649                          STATION RECOVERY (1992)
 KU1649
 KU1649'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KU1649'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KU1649'SEARCH BY A TWO MAN PARTY.  A NEW SIDEWALK HAS BEEN CONSTRUCTED IN THE
 KU1649'AREA OF THE MARK.  THE STATION IS CONSIDERED LOST.
 KU1649
 KU1649                          STATION RECOVERY (2006)
 KU1649
 KU1649'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KU1649'THE INTERSECTION OF RIVER ROAD AND HUDSON AVENUE HAS BEEN COMPLETELY
 KU1649'REBUILT.  THE CURB HAS BEEN ROUNDED.  THE LOCATION OF THE STATION
 KU1649'WOULD BE IN THE PAVEMENT OF HUDSON AVENUE.  THIS SHOULD BE CONSIDERED
 KU1649'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0964 ***********************************************************************
 JU0964  DESIGNATION -  125 CNJRR
 JU0964  PID         -  JU0964
 JU0964  STATE/COUNTY-  NJ/SALEM
 JU0964  USGS QUAD   -  MILLVILLE (1997)
 JU0964
 JU0964                         *CURRENT SURVEY CONTROL
 JU0964  ___________________________________________________________________
 JU0964* NAD 83(1986)-  39 28 59.     (N)    075 06 40.     (W)     SCALED    
 JU0964* NAVD 88     -        20.969  (meters)      68.80   (feet)  ADJUSTED  
 JU0964  ___________________________________________________________________
 JU0964  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JU0964  DYNAMIC HT  -          20.958 (meters)      68.76  (feet)  COMP
 JU0964  MODELED GRAV-     980,118.2   (mgal)                       NAVD 88
 JU0964
 JU0964  VERT ORDER  -  SECOND    CLASS 0
 JU0964
 JU0964.The horizontal coordinates were scaled from a topographic map and have
 JU0964.an estimated accuracy of +/- 6 seconds.
 JU0964
 JU0964.The orthometric height was determined by differential leveling
 JU0964.and adjusted by the National Geodetic Survey in June 1991..
 JU0964
 JU0964.The geoid height was determined by GEOID03.
 JU0964
 JU0964.The dynamic height is computed by dividing the NAVD 88
 JU0964.geopotential number by the normal gravity value computed on the
 JU0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0964.degrees latitude (g = 980.6199 gals.).
 JU0964
 JU0964.The modeled gravity was interpolated from observed gravity values.
 JU0964
 JU0964;                    North         East    Units  Estimated Accuracy
 JU0964;SPC NJ       -    72,300.       97,430.      MT  (+/- 180 meters Scaled)
 JU0964
 JU0964                          SUPERSEDED SURVEY CONTROL
 JU0964
 JU0964  NGVD 29 (??/??/??)   21.341  (m)           70.02   (f) ADJUSTED    2 0
 JU0964
 JU0964.Superseded values are not recommended for survey control.
 JU0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0964.See file dsdata.txt to determine how the superseded data were derived.
 JU0964
 JU0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ904703(NAD 83)
 JU0964_MARKER: Z = SEE DESCRIPTION
 JU0964_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0964_SP_SET: MILE POST BASE
 JU0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0964
 JU0964  HISTORY     - Date     Condition        Report By
 JU0964  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0964  HISTORY     - 1936     GOOD             CGS
 JU0964
 JU0964                          STATION DESCRIPTION
 JU0964
 JU0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 JU0964'1.1 MI E FROM ROSENHAYN.
 JU0964'ABOUT 1.1 MILES EAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 JU0964'FROM THE STATION AT ROSENHAYN, CUMBERLAND COUNTY, AT MILEPOST
 JU0964'125, IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER
 JU0964'LINE OF THE TRACK.  A RAISED LUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0965 ***********************************************************************
 JU0965  DESIGNATION -  126 CNJRR
 JU0965  PID         -  JU0965
 JU0965  STATE/COUNTY-  NJ/SALEM
 JU0965  USGS QUAD   -  BRIDGETON (1977)
 JU0965
 JU0965                         *CURRENT SURVEY CONTROL
 JU0965  ___________________________________________________________________
 JU0965* NAD 83(1986)-  39 28 44.     (N)    075 07 44.     (W)     SCALED    
 JU0965* NAVD 88     -        32.121  (meters)     105.38   (feet)  ADJUSTED  
 JU0965  ___________________________________________________________________
 JU0965  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JU0965  DYNAMIC HT  -          32.105 (meters)     105.33  (feet)  COMP
 JU0965  MODELED GRAV-     980,118.5   (mgal)                       NAVD 88
 JU0965
 JU0965  VERT ORDER  -  SECOND    CLASS 0
 JU0965
 JU0965.The horizontal coordinates were scaled from a topographic map and have
 JU0965.an estimated accuracy of +/- 6 seconds.
 JU0965
 JU0965.The orthometric height was determined by differential leveling
 JU0965.and adjusted by the National Geodetic Survey in June 1991..
 JU0965
 JU0965.The geoid height was determined by GEOID03.
 JU0965
 JU0965.The dynamic height is computed by dividing the NAVD 88
 JU0965.geopotential number by the normal gravity value computed on the
 JU0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0965.degrees latitude (g = 980.6199 gals.).
 JU0965
 JU0965.The modeled gravity was interpolated from observed gravity values.
 JU0965
 JU0965;                    North         East    Units  Estimated Accuracy
 JU0965;SPC NJ       -    71,850.       95,900.      MT  (+/- 180 meters Scaled)
 JU0965
 JU0965                          SUPERSEDED SURVEY CONTROL
 JU0965
 JU0965  NGVD 29 (??/??/??)   32.489  (m)          106.59   (f) ADJUSTED    2 0
 JU0965
 JU0965.Superseded values are not recommended for survey control.
 JU0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0965.See file dsdata.txt to determine how the superseded data were derived.
 JU0965
 JU0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ889699(NAD 83)
 JU0965_MARKER: Z = SEE DESCRIPTION
 JU0965_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0965_SP_SET: MILE POST BASE
 JU0965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0965
 JU0965  HISTORY     - Date     Condition        Report By
 JU0965  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0965  HISTORY     - 1936     GOOD             CGS
 JU0965
 JU0965                          STATION DESCRIPTION
 JU0965
 JU0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 JU0965'0.1 MI E FROM ROSENHAYN.
 JU0965'ABOUT 0.1 MILE EAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0965'THE STATION AT ROSENHAYN, CUMBERLAND COUNTY, AT MILEPOST 126, IN
 JU0965'THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER LINE OF
 JU0965'THE TRACK.  A RAISED LUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0082 ***********************************************************************
 KV0082  DESIGNATION -  12.65=33 C OF N
 KV0082  PID         -  KV0082
 KV0082  STATE/COUNTY-  NJ/ESSEX
 KV0082  USGS QUAD   -  ELIZABETH (1995)
 KV0082
 KV0082                         *CURRENT SURVEY CONTROL
 KV0082  ___________________________________________________________________
 KV0082* NAD 83(1986)-  40 42 10.     (N)    074 11 41.     (W)     SCALED    
 KV0082* NAVD 88     -         3.568  (meters)      11.71   (feet)  ADJUSTED  
 KV0082  ___________________________________________________________________
 KV0082  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV0082  DYNAMIC HT  -           3.567 (meters)      11.70  (feet)  COMP
 KV0082  MODELED GRAV-     980,218.5   (mgal)                       NAVD 88
 KV0082
 KV0082  VERT ORDER  -  FIRST     CLASS I
 KV0082
 KV0082.The horizontal coordinates were scaled from a topographic map and have
 KV0082.an estimated accuracy of +/- 6 seconds.
 KV0082
 KV0082.The orthometric height was determined by differential leveling
 KV0082.and adjusted by the National Geodetic Survey in June 1991..
 KV0082
 KV0082.The geoid height was determined by GEOID03.
 KV0082
 KV0082.The dynamic height is computed by dividing the NAVD 88
 KV0082.geopotential number by the normal gravity value computed on the
 KV0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0082.degrees latitude (g = 980.6199 gals.).
 KV0082
 KV0082.The modeled gravity was interpolated from observed gravity values.
 KV0082
 KV0082;                    North         East    Units  Estimated Accuracy
 KV0082;SPC NJ       -   207,590.      175,800.      MT  (+/- 180 meters Scaled)
 KV0082
 KV0082                          SUPERSEDED SURVEY CONTROL
 KV0082
 KV0082  NGVD 29 (04/16/92)    3.904  (m)           12.81   (f) ADJUSTED    1 1
 KV0082
 KV0082.Superseded values are not recommended for survey control.
 KV0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0082.See file dsdata.txt to determine how the superseded data were derived.
 KV0082
 KV0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL680060(NAD 83)
 KV0082_MARKER: X = CHISELED CROSS
 KV0082_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0082_SP_SET: DOORSILL
 KV0082_MARK LOGO: NONE  
 KV0082_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0082+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1995
 KV0082
 KV0082  HISTORY     - Date     Condition        Report By
 KV0082  HISTORY     - 1933     MONUMENTED       RBNF
 KV0082  HISTORY     - 1965     GOOD             CGS
 KV0082  HISTORY     - 19950124 GOOD             NJGS
 KV0082
 KV0082                          STATION DESCRIPTION
 KV0082
 KV0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0082'AT NEWARK.
 KV0082'AT NEWARK, NEAR THE INTERSECTION OF FRELINGHUYSEN AVENUE,
 KV0082'MEEKER AVENUE AND FENWICK STREET, AT FIRE STATION NO. 19, A
 KV0082'CHISELED CROSS CUT IN THE TOP OF THE SOUTHEAST END OF THE
 KV0082'DOORSILL AT THE FENWICK STREET ENTRANCE OF THE FIRE STATION,
 KV0082'9 FEET SOUTHEAST OF THE WEST CORNER OF THE BUILDING, 1/2 FOOT
 KV0082'ABOVE THE SIDEWALK, 0.2 FOOT NORTHWEST OF THE SOUTHEAST END OF
 KV0082'THE DOORSILL AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET.
 KV0082
 KV0082                          STATION RECOVERY (1995)
 KV0082
 KV0082'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0082'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0967 ***********************************************************************
 JU0967  DESIGNATION -  127 CNJRR
 JU0967  PID         -  JU0967
 JU0967  STATE/COUNTY-  NJ/CUMBERLAND
 JU0967  USGS QUAD   -  BRIDGETON (1977)
 JU0967
 JU0967                         *CURRENT SURVEY CONTROL
 JU0967  ___________________________________________________________________
 JU0967* NAD 83(1986)-  39 28 28.     (N)    075 08 48.     (W)     SCALED    
 JU0967* NAVD 88     -        34.978  (meters)     114.76   (feet)  ADJUSTED  
 JU0967  ___________________________________________________________________
 JU0967  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JU0967  DYNAMIC HT  -          34.961 (meters)     114.70  (feet)  COMP
 JU0967  MODELED GRAV-     980,118.8   (mgal)                       NAVD 88
 JU0967
 JU0967  VERT ORDER  -  SECOND    CLASS 0
 JU0967
 JU0967.The horizontal coordinates were scaled from a topographic map and have
 JU0967.an estimated accuracy of +/- 6 seconds.
 JU0967
 JU0967.The orthometric height was determined by differential leveling
 JU0967.and adjusted by the National Geodetic Survey in June 1991..
 JU0967
 JU0967.The geoid height was determined by GEOID03.
 JU0967
 JU0967.The dynamic height is computed by dividing the NAVD 88
 JU0967.geopotential number by the normal gravity value computed on the
 JU0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0967.degrees latitude (g = 980.6199 gals.).
 JU0967
 JU0967.The modeled gravity was interpolated from observed gravity values.
 JU0967
 JU0967;                    North         East    Units  Estimated Accuracy
 JU0967;SPC NJ       -    71,370.       94,360.      MT  (+/- 180 meters Scaled)
 JU0967
 JU0967                          SUPERSEDED SURVEY CONTROL
 JU0967
 JU0967  NGVD 29 (??/??/??)   35.344  (m)          115.96   (f) ADJUSTED    2 0
 JU0967
 JU0967.Superseded values are not recommended for survey control.
 JU0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0967.See file dsdata.txt to determine how the superseded data were derived.
 JU0967
 JU0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ873694(NAD 83)
 JU0967_MARKER: Z = SEE DESCRIPTION
 JU0967_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0967_SP_SET: MILE POST BASE
 JU0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0967
 JU0967  HISTORY     - Date     Condition        Report By
 JU0967  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0967  HISTORY     - 1936     GOOD             CGS
 JU0967
 JU0967                          STATION DESCRIPTION
 JU0967
 JU0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 JU0967'0.9 MI SW FROM ROSENHAYN.
 JU0967'0.9 MILE SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0967'THE STATION AT ROSENHAYN, CUMBERLAND COUNTY, AT MILEPOST 127, IN
 JU0967'THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER LINE OF
 JU0967'THE TRACK.  A RAISED LUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0968 ***********************************************************************
 JU0968  DESIGNATION -  128 CNJRR
 JU0968  PID         -  JU0968
 JU0968  STATE/COUNTY-  NJ/CUMBERLAND
 JU0968  USGS QUAD   -  BRIDGETON (1977)
 JU0968
 JU0968                         *CURRENT SURVEY CONTROL
 JU0968  ___________________________________________________________________
 JU0968* NAD 83(1986)-  39 28 13.     (N)    075 09 51.     (W)     SCALED    
 JU0968* NAVD 88     -        30.043  (meters)      98.57   (feet)  ADJUSTED  
 JU0968  ___________________________________________________________________
 JU0968  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JU0968  DYNAMIC HT  -          30.028 (meters)      98.52  (feet)  COMP
 JU0968  MODELED GRAV-     980,119.0   (mgal)                       NAVD 88
 JU0968
 JU0968  VERT ORDER  -  SECOND    CLASS 0
 JU0968
 JU0968.The horizontal coordinates were scaled from a topographic map and have
 JU0968.an estimated accuracy of +/- 6 seconds.
 JU0968
 JU0968.The orthometric height was determined by differential leveling
 JU0968.and adjusted by the National Geodetic Survey in June 1991..
 JU0968
 JU0968.The geoid height was determined by GEOID03.
 JU0968
 JU0968.The dynamic height is computed by dividing the NAVD 88
 JU0968.geopotential number by the normal gravity value computed on the
 JU0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0968.degrees latitude (g = 980.6199 gals.).
 JU0968
 JU0968.The modeled gravity was interpolated from observed gravity values.
 JU0968
 JU0968;                    North         East    Units  Estimated Accuracy
 JU0968;SPC NJ       -    70,920.       92,850.      MT  (+/- 180 meters Scaled)
 JU0968
 JU0968                          SUPERSEDED SURVEY CONTROL
 JU0968
 JU0968  NGVD 29 (??/??/??)   30.411  (m)           99.77   (f) ADJUSTED    2 0
 JU0968
 JU0968.Superseded values are not recommended for survey control.
 JU0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0968.See file dsdata.txt to determine how the superseded data were derived.
 JU0968
 JU0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ858689(NAD 83)
 JU0968_MARKER: Z = SEE DESCRIPTION
 JU0968_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0968_SP_SET: MILE POST BASE
 JU0968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0968
 JU0968  HISTORY     - Date     Condition        Report By
 JU0968  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0968  HISTORY     - 1936     GOOD             CGS
 JU0968
 JU0968                          STATION DESCRIPTION
 JU0968
 JU0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 JU0968'1.9 MI SW FROM ROSENHAYN.
 JU0968'1.9 MILES SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0968'THE STATION AT ROSENHAYN, CUMBERLAND COUNTY, AT MILEPOST 128, IN
 JU0968'THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER LINE OF
 JU0968'THE TRACK.  A RAISED LUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0969 ***********************************************************************
 JU0969  DESIGNATION -  129 CNJRR
 JU0969  PID         -  JU0969
 JU0969  STATE/COUNTY-  NJ/CUMBERLAND
 JU0969  USGS QUAD   -  BRIDGETON (1977)
 JU0969
 JU0969                         *CURRENT SURVEY CONTROL
 JU0969  ___________________________________________________________________
 JU0969* NAD 83(1986)-  39 27 52.     (N)    075 10 53.     (W)     SCALED    
 JU0969* NAVD 88     -        28.517  (meters)      93.56   (feet)  ADJUSTED  
 JU0969  ___________________________________________________________________
 JU0969  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JU0969  DYNAMIC HT  -          28.502 (meters)      93.51  (feet)  COMP
 JU0969  MODELED GRAV-     980,119.1   (mgal)                       NAVD 88
 JU0969
 JU0969  VERT ORDER  -  SECOND    CLASS 0
 JU0969
 JU0969.The horizontal coordinates were scaled from a topographic map and have
 JU0969.an estimated accuracy of +/- 6 seconds.
 JU0969
 JU0969.The orthometric height was determined by differential leveling
 JU0969.and adjusted by the National Geodetic Survey in June 1991..
 JU0969
 JU0969.The geoid height was determined by GEOID03.
 JU0969
 JU0969.The dynamic height is computed by dividing the NAVD 88
 JU0969.geopotential number by the normal gravity value computed on the
 JU0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0969.degrees latitude (g = 980.6199 gals.).
 JU0969
 JU0969.The modeled gravity was interpolated from observed gravity values.
 JU0969
 JU0969;                    North         East    Units  Estimated Accuracy
 JU0969;SPC NJ       -    70,280.       91,370.      MT  (+/- 180 meters Scaled)
 JU0969
 JU0969                          SUPERSEDED SURVEY CONTROL
 JU0969
 JU0969  NGVD 29 (??/??/??)   28.885  (m)           94.77   (f) ADJUSTED    2 0
 JU0969
 JU0969.Superseded values are not recommended for survey control.
 JU0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0969.See file dsdata.txt to determine how the superseded data were derived.
 JU0969
 JU0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ843683(NAD 83)
 JU0969_MARKER: Z = SEE DESCRIPTION
 JU0969_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0969_SP_SET: MILE POST BASE
 JU0969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0969
 JU0969  HISTORY     - Date     Condition        Report By
 JU0969  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0969  HISTORY     - 1936     GOOD             CGS
 JU0969
 JU0969                          STATION DESCRIPTION
 JU0969
 JU0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 JU0969'2.9 MI SW FROM ROSENHAYN.
 JU0969'2.9 MILES SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0969'THE STATION AT ROSENHAYN, CUMBERLAND COUNTY, AT MILEPOST 129,
 JU0969'IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER LINE
 JU0969'OF THE TRACK.  A RAISED LUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2041 ***********************************************************************
 KV2041  DESIGNATION -  13
 KV2041  PID         -  KV2041
 KV2041  STATE/COUNTY-  NJ/HUNTERDON
 KV2041  USGS QUAD   -  LUMBERVILLE (1997)
 KV2041
 KV2041                         *CURRENT SURVEY CONTROL
 KV2041  ___________________________________________________________________
 KV2041* NAD 83(1986)-  40 24 49.     (N)    075 02 22.     (W)     SCALED    
 KV2041* NAVD 88     -        27.943  (meters)      91.68   (feet)  ADJUSTED  
 KV2041  ___________________________________________________________________
 KV2041  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KV2041  DYNAMIC HT  -          27.929 (meters)      91.63  (feet)  COMP
 KV2041  MODELED GRAV-     980,141.2   (mgal)                       NAVD 88
 KV2041
 KV2041  VERT ORDER  -  FIRST     CLASS I
 KV2041
 KV2041.The horizontal coordinates were scaled from a topographic map and have
 KV2041.an estimated accuracy of +/- 6 seconds.
 KV2041
 KV2041.The orthometric height was determined by differential leveling
 KV2041.and adjusted by the National Geodetic Survey in June 1991..
 KV2041
 KV2041.The geoid height was determined by GEOID03.
 KV2041
 KV2041.The dynamic height is computed by dividing the NAVD 88
 KV2041.geopotential number by the normal gravity value computed on the
 KV2041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2041.degrees latitude (g = 980.6199 gals.).
 KV2041
 KV2041.The modeled gravity was interpolated from observed gravity values.
 KV2041
 KV2041;                    North         East    Units  Estimated Accuracy
 KV2041;SPC NJ       -   175,580.      104,220.      MT  (+/- 180 meters Scaled)
 KV2041
 KV2041                          SUPERSEDED SURVEY CONTROL
 KV2041
 KV2041  NGVD 29 (01/10/92)   28.216  (m)           92.57   (f) ADJUSTED    1 1
 KV2041
 KV2041.Superseded values are not recommended for survey control.
 KV2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2041.See file dsdata.txt to determine how the superseded data were derived.
 KV2041
 KV2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK966736(NAD 83)
 KV2041_MARKER: B = BOLT
 KV2041_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV2041_SP_SET: HEADWALL
 KV2041_MARK LOGO: NONE  
 KV2041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2041+STABILITY: SURFACE MOTION
 KV2041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2041+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1988
 KV2041
 KV2041  HISTORY     - Date     Condition        Report By
 KV2041  HISTORY     - UNK      MONUMENTED       PRR
 KV2041  HISTORY     - 1956     GOOD             CGS
 KV2041  HISTORY     - 1975     GOOD             LOCENG
 KV2041  HISTORY     - 19881010 GOOD             NJGS
 KV2041
 KV2041                          STATION DESCRIPTION
 KV2041
 KV2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV2041'3.7 MI NW FROM STOCKTON.
 KV2041'3.7 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV2041'STATION AT STOCKTON, 0.4 MILE NORTHWEST OF THE ROAD CROSSING AT
 KV2041'RAVEN ROCK, ON TOP OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL
 KV2041'OF A LARGE ARCHED CULVERT, 12.3 FEET NORTHEAST OF THE NORTHEAST
 KV2041'RAIL, 0.8 FOOT NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL AND
 KV2041'2 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- THE LETTERING BM IS
 KV2041'CHISELED IN THE HEADWALL 0.4 FOOT SOUTHWEST OF THE BOLT.
 KV2041
 KV2041                          STATION RECOVERY (1975)
 KV2041
 KV2041'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 KV2041'RECOVERED IN GOOD CONDITION.
 KV2041
 KV2041                          STATION RECOVERY (1988)
 KV2041
 KV2041'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV2041'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV2041'5.92 KM (3.70 MI) NORTHWEST ALONG STATE ROUTE 29 FROM THE JUNCTION
 KV2041'WITH BRIDGE STREET IN STOCKTON, 0.64 KM (0.40 MI) NORTHWEST OF THE
 KV2041'ENTRANCE ROAD TO BULLS ISLAND STATE PARK AT RAVEN ROCK, ON TOP OF THE
 KV2041'SOUTHEAST END OF THE HEADWALL OF AN UNUSED ARCHED CULVERT, 0.24 M
 KV2041'(0.8 FT) NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL, 0.6 M
 KV2041'(2.0 FT) BELOW LEVEL OF GRADE PATH, BM IS CHISELED IN THE HEADWALL
 KV2041'0.12 M (0.4 FT) SOUTHWEST OF THE BOLT. SAID CULVERT IS ALSO SOUTH OF
 KV2041'ROUTE 29 CULVERT 1008 166 MILE POST 26.11. HEADWALL IS SPALLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6219 ***********************************************************************
 KV6219  DESIGNATION -  13 A 1
 KV6219  PID         -  KV6219
 KV6219  STATE/COUNTY-  NJ/MONMOUTH
 KV6219  USGS QUAD   -  SANDY HOOK (1981)
 KV6219
 KV6219                         *CURRENT SURVEY CONTROL
 KV6219  ___________________________________________________________________
 KV6219* NAD 83(1996)-  40 23 17.11966(N)    074 05 50.09523(W)     ADJUSTED  
 KV6219* NAVD 88     -        22.2    (meters)      73.     (feet)  GPS OBS   
 KV6219  ___________________________________________________________________
 KV6219  X           -   1,333,005.806 (meters)                     COMP
 KV6219  Y           -  -4,678,700.519 (meters)                     COMP
 KV6219  Z           -   4,110,895.890 (meters)                     COMP
 KV6219  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 KV6219  ELLIP HEIGHT-         -10.15  (meters)          (10/23/02) GPS OBS
 KV6219  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV6219
 KV6219  HORZ ORDER  -  FIRST
 KV6219  ELLP ORDER  -  FOURTH    CLASS I
 KV6219
 KV6219.The horizontal coordinates were established by GPS observations
 KV6219.and adjusted by the National Geodetic Survey in May 1999..
 KV6219
 KV6219.The orthometric height was determined by GPS observations and a
 KV6219.high-resolution geoid model.
 KV6219
 KV6219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6219
 KV6219.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6219
 KV6219.The ellipsoidal height was determined by GPS observations
 KV6219.and is referenced to NAD 83.
 KV6219
 KV6219.The geoid height was determined by GEOID03.
 KV6219
 KV6219;                    North         East     Units Scale Factor Converg.
 KV6219;SPC NJ       -   172,680.716   184,193.622   MT  0.99991439   +0 15 39.5
 KV6219;SPC NJ       -   566,536.65    604,308.57   sFT  0.99991439   +0 15 39.5
 KV6219;UTM  18      - 4,471,223.867   576,621.082   MT  0.99967227   +0 35 05.9
 KV6219
 KV6219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6219!SPC NJ       -   1.00000159  x   0.99991439  =   0.99991598
 KV6219!UTM  18      -   1.00000159  x   0.99967227  =   0.99967386
 KV6219
 KV6219                          SUPERSEDED SURVEY CONTROL
 KV6219
 KV6219  ELLIP H (05/14/99)  -10.16   (m)                       GP(       ) 4 1
 KV6219  NAD 83(1992)-  40 23 17.11898(N)    074 05 50.09543(W) AD(       ) 1
 KV6219  ELLIP H (09/14/94)  -10.23   (m)                       GP(       ) 3 1
 KV6219  NAD 83(1986)-  40 23 17.11856(N)    074 05 50.09440(W) AD(       ) 2
 KV6219  NGVD 29 (03/28/90)   22.9    (m)           75.     (f) GPS OBS        
 KV6219
 KV6219.Superseded values are not recommended for survey control.
 KV6219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6219.See file dsdata.txt to determine how the superseded data were derived.
 KV6219
 KV6219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7662171224(NAD 83)
 KV6219_MARKER: DD = SURVEY DISK
 KV6219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6219_SP_SET: CONCRETE POST
 KV6219_STAMPING: 13 A 1 1988
 KV6219_MARK LOGO: NJGS  
 KV6219_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6219+STABILITY: SURFACE MOTION
 KV6219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6219+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1993
 KV6219
 KV6219  HISTORY     - Date     Condition        Report By
 KV6219  HISTORY     - 1988     MONUMENTED       NJGS
 KV6219  HISTORY     - 19930806 GOOD             NJGS
 KV6219
 KV6219                          STATION DESCRIPTION
 KV6219
 KV6219'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6219'TO REACH THE STATION FROM THE MIDDLETOWN TOWNSHIP MUNICIPAL COMPLEX AT
 KV6219'THE NORTHWEST CORNER OF STATE HIGHWAY ROUTE 35 AND KINGS HIGHWAY
 KV6219'PROCEED 0.9 KM (1.45 MI) SOUTH SOUTHEAST ALONG ROUTE 35 TO STATION ON
 KV6219'THE RIGHT, LOCATED ON THE WEST SIDE OF ROUTE 35 AT THE NORTH ENTRANCE
 KV6219'TO HOWARD JOHNSON MOTOR LODGE.  THE MARK IS 20.8 M (68.24 FT) SOUTH
 KV6219'OF POLE JC 85 MDT,  1.0 M (3.28 FT) EAST OF A 4 FT (1.22 M) . HIGH
 KV6219'CHAINLINK FENCE, 1.45 M (4.76 FT)  WEST OF THE WEST CURBLINE OF ROUTE
 KV6219'35, 8.0 M (26.25 FT) NORTH OF THE HOWARD JOHNSON DRIVEWAY, 26.5 M
 KV6219'(86.94 FT) NORTH OF POLE JC 86 MDT, AND SET FLUSH WITH GROUND.
 KV6219
 KV6219                          STATION RECOVERY (1993)
 KV6219
 KV6219'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6219'THE STATION IS LOCATED IN MIDDLETOWN TOWNSHIP. TO REACH THE STATION
 KV6219'FROM THE MIDDLETOWN TOWNSHIP MUNICIPAL COMPLEX AT THE NORTHWEST
 KV6219'CORNER OF STATE ROUTE 35 AND KINGS HIGHWAY, PROCEED 0.9 KM (0.6 MI)
 KV6219'SOUTH SOUTHEAST ALONG STATE ROUTE 35 TO STATION ON THE RIGHT, LOCATED
 KV6219'ON THE WEST SIDE OF ROUTE 35 AT THE NORTH ENTRANCE TO HOWARD JOHNSON
 KV6219'MOTOR LODGE. THE MARK IS 20.8 M (68.2 FT) SOUTH OF POLE JC 85 MDT,
 KV6219'1.0 M (3.3 FT) EAST OF A 4 FT. HIGH CHAINLINK FENCE, 1.45 M
 KV6219'(4.76 FT) WEST OF THE WEST CURBLINE OF ROUTE 35, 8.0 M (26.2 FT)
 KV6219'NORTH OF THE HOWARD JOHNSON DRIVEWAY, 26.5 M (86.9 FT) NORTH OF POLE
 KV6219'JC 86 MDT, AND SET FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6284 ***********************************************************************
 KV6284  DESIGNATION -  13 A 2
 KV6284  PID         -  KV6284
 KV6284  STATE/COUNTY-  NJ/MONMOUTH
 KV6284  USGS QUAD   -  FARMINGDALE (1989)
 KV6284
 KV6284                         *CURRENT SURVEY CONTROL
 KV6284  ___________________________________________________________________
 KV6284* NAD 83(1996)-  40 10 00.27943(N)    074 10 59.85925(W)     ADJUSTED  
 KV6284* NAVD 88     -        25.021  (meters)      82.09   (feet)  ADJUSTED  
 KV6284  ___________________________________________________________________
 KV6284  X           -   1,330,309.297 (meters)                     COMP
 KV6284  Y           -  -4,695,986.816 (meters)                     COMP
 KV6284  Z           -   4,092,146.370 (meters)                     COMP
 KV6284  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 KV6284  ELLIP HEIGHT-          -7.62  (meters)          (10/23/02) GPS OBS
 KV6284  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KV6284  DYNAMIC HT  -          25.010 (meters)      82.05  (feet)  COMP
 KV6284  MODELED GRAV-     980,188.2   (mgal)                       NAVD 88
 KV6284
 KV6284  HORZ ORDER  -  FIRST
 KV6284  VERT ORDER  -  FIRST     CLASS II
 KV6284  ELLP ORDER  -  FOURTH    CLASS I
 KV6284
 KV6284.The horizontal coordinates were established by GPS observations
 KV6284.and adjusted by the National Geodetic Survey in May 1999..
 KV6284
 KV6284.The orthometric height was determined by differential leveling
 KV6284.and adjusted by the National Geodetic Survey in June 1991..
 KV6284
 KV6284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6284
 KV6284.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6284
 KV6284.The ellipsoidal height was determined by GPS observations
 KV6284.and is referenced to NAD 83.
 KV6284
 KV6284.The geoid height was determined by GEOID03.
 KV6284
 KV6284.The dynamic height is computed by dividing the NAVD 88
 KV6284.geopotential number by the normal gravity value computed on the
 KV6284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6284.degrees latitude (g = 980.6199 gals.).
 KV6284
 KV6284.The modeled gravity was interpolated from observed gravity values.
 KV6284
 KV6284;                    North         East     Units Scale Factor Converg.
 KV6284;SPC NJ       -   148,075.304   176,976.155   MT  0.99990896   +0 12 15.4
 KV6284;SPC NJ       -   485,810.39    580,629.27   sFT  0.99990896   +0 12 15.4
 KV6284;UTM  18      - 4,446,584.183   569,544.294   MT  0.99965954   +0 31 36.5
 KV6284
 KV6284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6284!SPC NJ       -   1.00000120  x   0.99990896  =   0.99991016
 KV6284!UTM  18      -   1.00000120  x   0.99965954  =   0.99966073
 KV6284
 KV6284                          SUPERSEDED SURVEY CONTROL
 KV6284
 KV6284  ELLIP H (05/14/99)   -7.64   (m)                       GP(       ) 4 1
 KV6284  NAD 83(1986)-  40 10 00.28049(N)    074 10 59.86184(W) AD(       ) 1
 KV6284  NAVD 88 (02/25/94)   25.02   (m)           82.1    (f) LEVELING    3  
 KV6284  NGVD 29 (01/10/92)   25.347  (m)           83.16   (f) ADJUSTED    1 2
 KV6284
 KV6284.Superseded values are not recommended for survey control.
 KV6284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6284.See file dsdata.txt to determine how the superseded data were derived.
 KV6284
 KV6284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6954446584(NAD 83)
 KV6284_MARKER: DD = SURVEY DISK
 KV6284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6284_SP_SET: CONCRETE POST
 KV6284_STAMPING: 13 A 2 1989
 KV6284_MARK LOGO: NJGS  
 KV6284_PROJECTION: FLUSH
 KV6284_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6284+STABILITY: SURFACE MOTION
 KV6284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6284+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6284
 KV6284  HISTORY     - Date     Condition        Report By
 KV6284  HISTORY     - 1989     MONUMENTED       NJDT
 KV6284  HISTORY     - 19890616 GOOD             NJGS
 KV6284  HISTORY     - 19921221 GOOD             NJGS
 KV6284  HISTORY     - 19930617 GOOD
 KV6284  HISTORY     - 19980120 GOOD             USPSQD
 KV6284  HISTORY     - 20020202 GOOD             NJGS
 KV6284
 KV6284                          STATION DESCRIPTION
 KV6284
 KV6284'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6284'THE STATION IS IN HOWELL TOWNSHIP, IN THE GRASS MEDIAN OF INTERSTATE
 KV6284'ROUTE I195, 121.92 M (400.00 FT) WEST FROM THE PREVENTORIUM ROAD
 KV6284'BRIDGEOVER I195, STRUCTURE 1333 158, MILEPOST 30.05.  TO REACH THE
 KV6284'STATION FROM THE JUNCTION OF I195 AND COUNTY ROUTE 547, GO WEST ON
 KV6284'I195 FOR 2.45 KM (1.52 MI) TO THE STATION ON THE LEFT, 2.1 M (6.9 FT)
 KV6284'SOUTH SOUTHWEST FROM THE EDGE OF THE WESTBOUND LANES, 12.9 M (42.3
 KV6284'FT) NORTH NORTHEAST FROM THE EDGE OF THE EASTBOUND LANES, 57.0 M
 KV6284'(187.0 FT) WEST FROM MILEPOST 30, 7.15 M (23.46 FT) SOUTH SOUTHWEST
 KV6284'FROM THE CENTERLINE OF THE WESTBOUND LANES AND FLUSH WITH THE GROUND.
 KV6284
 KV6284                          STATION RECOVERY (1992)
 KV6284
 KV6284'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV6284'RECOVERED IN GOOD CONDITION.
 KV6284
 KV6284                          STATION RECOVERY (1993)
 KV6284
 KV6284'RECOVERED 1993
 KV6284'RECOVERED IN GOOD CONDITION.
 KV6284
 KV6284                          STATION RECOVERY (1998)
 KV6284
 KV6284'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV6284'RECOVERED IN GOOD CONDITION.
 KV6284
 KV6284                          STATION RECOVERY (2002)
 KV6284
 KV6284'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6284'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. THE STATION IS
 KV6284'54.1 M WEST ALONG
 KV6284'THE MEDIAN FROM MILE POST 30  AND 0.25 M NORTH FROM A METAL WITNESS
 KV6284'POST.
 KV6284' 
 KV6284'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6942 ***********************************************************************
 KV6942  DESIGNATION -  13 A 3
 KV6942  PID         -  KV6942
 KV6942  STATE/COUNTY-  NJ/MONMOUTH
 KV6942  USGS QUAD   -  JAMESBURG (1981)
 KV6942
 KV6942                         *CURRENT SURVEY CONTROL
 KV6942  ___________________________________________________________________
 KV6942* NAD 83(1996)-  40 15 46.43690(N)    074 25 18.99047(W)     ADJUSTED  
 KV6942* NAVD 88     -        39.2    (meters)     129.     (feet)  GPS OBS   
 KV6942  ___________________________________________________________________
 KV6942  X           -   1,308,889.823 (meters)                     COMP
 KV6942  Y           -  -4,694,857.263 (meters)                     COMP
 KV6942  Z           -   4,100,308.863 (meters)                     COMP
 KV6942  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 KV6942  ELLIP HEIGHT-           6.77  (meters)          (10/23/02) GPS OBS
 KV6942  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KV6942
 KV6942  HORZ ORDER  -  FIRST
 KV6942  ELLP ORDER  -  FOURTH    CLASS I
 KV6942
 KV6942.The horizontal coordinates were established by GPS observations
 KV6942.and adjusted by the National Geodetic Survey in May 1999..
 KV6942
 KV6942.The orthometric height was determined by GPS observations and a
 KV6942.high-resolution geoid model.
 KV6942
 KV6942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6942
 KV6942.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6942
 KV6942.The ellipsoidal height was determined by GPS observations
 KV6942.and is referenced to NAD 83.
 KV6942
 KV6942.The geoid height was determined by GEOID03.
 KV6942
 KV6942;                    North         East     Units Scale Factor Converg.
 KV6942;SPC NJ       -   158,705.986   156,639.394   MT  0.99990054   +0 03 01.6
 KV6942;SPC NJ       -   520,687.89    513,907.75   sFT  0.99990054   +0 03 01.6
 KV6942;UTM  18      - 4,457,097.370   549,153.262   MT  0.99962974   +0 22 25.0
 KV6942
 KV6942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6942!SPC NJ       -   0.99999894  x   0.99990054  =   0.99989948
 KV6942!UTM  18      -   0.99999894  x   0.99962974  =   0.99962868
 KV6942
 KV6942                          SUPERSEDED SURVEY CONTROL
 KV6942
 KV6942  NAD 83(1986)-  40 15 46.43723(N)    074 25 18.99242(W) AD(       ) 1
 KV6942
 KV6942.Superseded values are not recommended for survey control.
 KV6942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6942.See file dsdata.txt to determine how the superseded data were derived.
 KV6942
 KV6942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4915357097(NAD 83)
 KV6942_MARKER: DD = SURVEY DISK
 KV6942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6942_SP_SET: CONCRETE POST
 KV6942_STAMPING: 13 A 3 1991
 KV6942_MARK LOGO: NJGS  
 KV6942_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6942+STABILITY: SURFACE MOTION
 KV6942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6942+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2001
 KV6942
 KV6942  HISTORY     - Date     Condition        Report By
 KV6942  HISTORY     - 1991     MONUMENTED       NJGS
 KV6942  HISTORY     - 19920123 GOOD
 KV6942  HISTORY     - 20011101 GOOD             GRAGEL
 KV6942
 KV6942                          STATION DESCRIPTION
 KV6942
 KV6942'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6942'THE STATION IS LOCATED IN MILLSTONE TOWNSHIP ON THE NORTH SIDE OF THE
 KV6942'OLD ALIGNMENT OF STATE HIGHWAY 33. TO REACH THE STATION FROM THE NEW
 KV6942'JERSEY TURNPIKE, EXIT 8, BRIDGE SPANNING ROUTE 33 IN HIGHTSTOWN,
 KV6942'PROCEED ABOUT 5.1 MI (8.2 KM) EAST ON STATE ROUTE 33 TO THE JUNCTION
 KV6942'WITH MILLSTONE ROAD, TURN LEFT AND GO 0.05 MI (0.08 KM) NORTH ON
 KV6942'MILLSTONE ROAD TO THE JUNCTION WITH THE OLD ROUTE 33 ALIGNMENT, TURN
 KV6942'LEFT AND GO 0.05 MI (0.08 KM) WEST TO THE STATION ON THE RIGHT.  THE
 KV6942'STATION IS SET IN THE LAWN BETWEEN THE ROAD AND A RETENTION BASIN,
 KV6942'JUST EAST OF A TWO STORY FRAME BUSINESS BUILDING NUMBER 600, THE LAND
 KV6942'TECH SURVEYING COMPANY OFFICE, 7.2 M (23.6 FT) NORTH NORTHEAST OF THE
 KV6942'CENTERLINE OF THE OLD ROUTE 33, 14.6 M (47.9 FT) NORTHEAST OF THE
 KV6942'CENTER OF AN INLET ACROSS THE ROAD FROM THE STATION, 49.7 M
 KV6942'(163.1 FT) EAST NORTHEAST OF GUY POLE NUMBER BT1450ME, 34.4 M
 KV6942'(112.9 FT) WEST OF THE WEST END OF THE CURBLINE NEAR THE DRIVEWAY TO
 KV6942'LAND TECH, 1.8 M (5.9 FT) NORTH OF THE EDGE OF PAVING, 43.4 M
 KV6942'(142.4 FT) WEST OF POLE NUMBER BT40212ME, AND FLUSH WITH THE GROUND.
 KV6942
 KV6942                          STATION RECOVERY (1992)
 KV6942
 KV6942'RECOVERED 1992
 KV6942'RECOVERED IN GOOD CONDITION.
 KV6942
 KV6942                          STATION RECOVERY (2001)
 KV6942
 KV6942'RECOVERY NOTE BY GRAVATT GELLER AND ASSOCIATES 2001 (RWS)
 KV6942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6954 ***********************************************************************
 KV6954  DESIGNATION -  13 A 4
 KV6954  PID         -  KV6954
 KV6954  STATE/COUNTY-  NJ/MONMOUTH
 KV6954  USGS QUAD   -  ADELPHIA (1981)
 KV6954
 KV6954                         *CURRENT SURVEY CONTROL
 KV6954  ___________________________________________________________________
 KV6954* NAD 83(1996)-  40 13 15.32411(N)    074 16 59.80325(W)     ADJUSTED  
 KV6954* NAVD 88     -        32.9    (meters)     108.     (feet)  GPS OBS   
 KV6954  ___________________________________________________________________
 KV6954  X           -   1,321,062.479 (meters)                     COMP
 KV6954  Y           -  -4,694,569.719 (meters)                     COMP
 KV6954  Z           -   4,096,746.996 (meters)                     COMP
 KV6954  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 KV6954  ELLIP HEIGHT-           0.51  (meters)          (10/23/02) GPS OBS
 KV6954  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV6954
 KV6954  HORZ ORDER  -  FIRST
 KV6954  ELLP ORDER  -  FOURTH    CLASS I
 KV6954
 KV6954.The horizontal coordinates were established by GPS observations
 KV6954.and adjusted by the National Geodetic Survey in May 1999..
 KV6954
 KV6954.The orthometric height was determined by GPS observations and a
 KV6954.high-resolution geoid model.
 KV6954
 KV6954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6954
 KV6954.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6954
 KV6954.The ellipsoidal height was determined by GPS observations
 KV6954.and is referenced to NAD 83.
 KV6954
 KV6954.The geoid height was determined by GEOID03.
 KV6954
 KV6954;                    North         East     Units Scale Factor Converg.
 KV6954;SPC NJ       -   154,065.095   168,445.053   MT  0.99990419   +0 08 23.8
 KV6954;SPC NJ       -   505,461.90    552,640.14   sFT  0.99990419   +0 08 23.8
 KV6954;UTM  18      - 4,452,524.321   560,981.767   MT  0.99964578   +0 27 46.2
 KV6954
 KV6954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6954!SPC NJ       -   0.99999992  x   0.99990419  =   0.99990411
 KV6954!UTM  18      -   0.99999992  x   0.99964578  =   0.99964570
 KV6954
 KV6954                          SUPERSEDED SURVEY CONTROL
 KV6954
 KV6954  NAD 83(1986)-  40 13 15.32506(N)    074 16 59.80538(W) AD(       ) 1
 KV6954
 KV6954.Superseded values are not recommended for survey control.
 KV6954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6954.See file dsdata.txt to determine how the superseded data were derived.
 KV6954
 KV6954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6098252524(NAD 83)
 KV6954_MARKER: DD = SURVEY DISK
 KV6954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6954_SP_SET: CONCRETE POST
 KV6954_STAMPING: 13 A 4 1991
 KV6954_MARK LOGO: NJGS  
 KV6954_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6954+STABILITY: SURFACE MOTION
 KV6954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6954+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1992
 KV6954
 KV6954  HISTORY     - Date     Condition        Report By
 KV6954  HISTORY     - 1991     MONUMENTED       NJGS
 KV6954  HISTORY     - 19921030 GOOD
 KV6954
 KV6954                          STATION DESCRIPTION
 KV6954
 KV6954'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6954'THE STATION IS LOCATED IN FREEHOLD TOWNSHIP, ON THE GROUNDS OF THE
 KV6954'FREEHOLD TOWNSHIP HIGH SCHOOL.  TO REACH THE STATION FROM THE
 KV6954'JUNCTION OF COUNTY ROAD 537, FREEHOLD SMITHBURG ROAD AND COUNTY ROAD
 KV6954'524, ELTON ADELPHIA ROAD, GO 3.2 MI (5.1 KM) EAST ON COUNTY ROAD 524
 KV6954'TO THE SCHOOL AND THE STATION ON THE RIGHT.  THE STATION IS 7.3 M
 KV6954'(24.0 FT) SOUTH OF THE SOUTH CURBLINE OF COUNTY ROAD 524, 2.2 M
 KV6954'(7.2 FT) SOUTH OF THE EDGE OF THE SIDEWALK, 15.7 M (51.5 FT) EAST OF
 KV6954'THE EXTENDED CENTERLINE OF WOODSTOCK AVENUE, 23.1 M (75.8 FT)
 KV6954'NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK SCHOOL SIGN, 14.9 M
 KV6954'(48.9 FT) NORTHEAST OF A PARKING LOT LIGHT POLE, 3.8 M (12.5 FT)
 KV6954'NORTH NORTHWEST OF THE SOUTH NOSE OF THE GRASS AREA, 5.3 M (17.4 FT)
 KV6954'SOUTHWEST OF THE EAST NOSE OF THE GRASS AREA AND 7.7 M (25.3 FT)
 KV6954'SOUTHEAST OF THE WEST NOSE OF THE GRASS AREA.  THE STATION IS SET 0.1
 KV6954'M (0.3 FT) BELOW THE GROUND.
 KV6954
 KV6954                          STATION RECOVERY (1992)
 KV6954
 KV6954'RECOVERED 1992
 KV6954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6955 ***********************************************************************
 KV6955  DESIGNATION -  13 A 5
 KV6955  PID         -  KV6955
 KV6955  STATE/COUNTY-  NJ/MONMOUTH
 KV6955  USGS QUAD   -  MARLBORO (1981)
 KV6955
 KV6955                         *CURRENT SURVEY CONTROL
 KV6955  ___________________________________________________________________
 KV6955* NAD 83(1996)-  40 16 29.98605(N)    074 10 06.80867(W)     ADJUSTED  
 KV6955* NAVD 88     -        36.5    (meters)     120.     (feet)  GPS OBS   
 KV6955  ___________________________________________________________________
 KV6955  X           -   1,329,401.979 (meters)                     COMP
 KV6955  Y           -  -4,688,185.655 (meters)                     COMP
 KV6955  Z           -   4,101,332.028 (meters)                     COMP
 KV6955  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 KV6955  ELLIP HEIGHT-           4.05  (meters)          (10/23/02) GPS OBS
 KV6955  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KV6955
 KV6955  HORZ ORDER  -  FIRST
 KV6955  ELLP ORDER  -  FOURTH    CLASS I
 KV6955
 KV6955.The horizontal coordinates were established by GPS observations
 KV6955.and adjusted by the National Geodetic Survey in May 1999..
 KV6955
 KV6955.The orthometric height was determined by GPS observations and a
 KV6955.high-resolution geoid model.
 KV6955
 KV6955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6955
 KV6955.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6955
 KV6955.The ellipsoidal height was determined by GPS observations
 KV6955.and is referenced to NAD 83.
 KV6955
 KV6955.The geoid height was determined by GEOID03.
 KV6955
 KV6955;                    North         East     Units Scale Factor Converg.
 KV6955;SPC NJ       -   160,098.879   178,186.457   MT  0.99990978   +0 12 51.4
 KV6955;SPC NJ       -   525,257.74    584,600.07   sFT  0.99990978   +0 12 51.4
 KV6955;UTM  18      - 4,458,611.393   570,686.535   MT  0.99966151   +0 32 15.0
 KV6955
 KV6955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6955!SPC NJ       -   0.99999936  x   0.99990978  =   0.99990914
 KV6955!UTM  18      -   0.99999936  x   0.99966151  =   0.99966087
 KV6955
 KV6955                          SUPERSEDED SURVEY CONTROL
 KV6955
 KV6955  ELLIP H (05/14/99)    4.04   (m)                       GP(       ) 4 1
 KV6955  NAD 83(1992)-  40 16 29.98551(N)    074 10 06.80964(W) AD(       ) 1
 KV6955  ELLIP H (04/25/94)    4.00   (m)                       GP(       ) 3 1
 KV6955  NAD 83(1986)-  40 16 29.98688(N)    074 10 06.81118(W) AD(       ) 1
 KV6955
 KV6955.Superseded values are not recommended for survey control.
 KV6955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6955.See file dsdata.txt to determine how the superseded data were derived.
 KV6955
 KV6955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7068758611(NAD 83)
 KV6955_MARKER: DD = SURVEY DISK
 KV6955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6955_SP_SET: CONCRETE POST
 KV6955_STAMPING: 13 A 5 1992
 KV6955_MARK LOGO: NJGS  
 KV6955_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6955+STABILITY: SURFACE MOTION
 KV6955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6955+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2001
 KV6955
 KV6955  HISTORY     - Date     Condition        Report By
 KV6955  HISTORY     - 1992     MONUMENTED       NJGS
 KV6955  HISTORY     - 19930303 GOOD             NJHA
 KV6955  HISTORY     - 19930806 GOOD             NJGS
 KV6955  HISTORY     - 20011015 GOOD             NJGS
 KV6955
 KV6955                          STATION DESCRIPTION
 KV6955
 KV6955'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6955'THE STATION IS LOCATED IN COLTS NECK TOWNSHIP, SET IN THE GRASS MEDIAN
 KV6955'OF STATE ROUTE 34, NEAR THE NORTH END OF THE ROUTE 34 BRIDGE SPANNING
 KV6955'STATE ROUTE 18.  TO REACH THE STATION FROM THE JUNCTION OF COUNTY
 KV6955'ROAD 537 AND STATE ROUTE 34 IN THE TOWN OF COLTS NECK, PROCEED 0.9 MI
 KV6955'(1.4 KM) SOUTH ON ROUTE 34 TO THE STATION ON THE LEFT.  THE STATION
 KV6955'IS 9.0 M (29.5 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 KV6955'ROUTE 34, 4.4 M (14.4 FT) EAST OF THE EAST EDGE OF PAVING OF THE
 KV6955'SOUTHBOUND LANES OF ROUTE 34, 9.4 M (30.8 FT) WEST OF THE CENTERLINE
 KV6955'OF THE NORTHBOUND LANES OF ROUTE 34, 4.4 M (14.4 FT) EAST OF THE EAST
 KV6955'EDGE OF PAVING OF THE NORTHBOUND LANES OF ROUTE 34, 8.6 M (28.2 FT)
 KV6955'SOUTH OF THE NORTH END OF THE GUIDE RAIL FOR THE SOUTHBOUND LANES OF
 KV6955'ROUTE 34, 6.2 M (20.3 FT) NORTH NORTHWEST OF THE NORTH END OF THE
 KV6955'GUIDE RAIL FOR THE NORTHBOUND LANES OF ROUTE 34, 68.7 M (225.4 FT)
 KV6955'NORTH OF THE CENTER OF THE BRIDGE FOR THE SOUTHBOUND LANES OF ROUTE 34
 KV6955'OVER ROUTE 18 AND ABOUT 0.1 M (0.3 FT) BELOW THW GROUND.
 KV6955
 KV6955                          STATION RECOVERY (1993)
 KV6955
 KV6955'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 KV6955'RECOVERED IN GOOD CONDITION.
 KV6955
 KV6955                          STATION RECOVERY (1993)
 KV6955
 KV6955'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6955'THE STATION IS LOCATED IN COLTS NECK TOWNSHIP, SET IN THE GRASS MEDIAN
 KV6955'OF STATE ROUTE 34, NEAR THE NORTH END OF THE ROUTE 34 BRIDGE SPANNING
 KV6955'STATE ROUTE 18.  TO REACH THE STATION FROM THE JUNCTION OF COUNTY
 KV6955'ROAD 537 AND STATE ROUTE 34 IN THE TOWN OF COLTS NECK, PROCEED 0.9 MI
 KV6955'(1.4 KM) SOUTH ON ROUTE 34 TO THE STATION ON THE LEFT.  THE STATION
 KV6955'IS 9.0 M (29.5 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 KV6955'ROUTE 34, 4.4 M (14.4 FT) EAST OF THE EAST EDGE OF PAVING OF THE
 KV6955'SOUTHBOUND LANES OF ROUTE 34, 9.4 M (30.8 FT) WEST OF THE CENTERLINE
 KV6955'OF THE NORTHBOUND LANES OF ROUTE 34, 4.4 M (14.4 FT) EAST OF THE EAST
 KV6955'EDGE OF PAVING OF THE NORTHBOUND LANES OF ROUTE 34, 8.6 M (28.2 FT)
 KV6955'SOUTH OF THE NORTH END OF THE GUIDE RAIL FOR THE SOUTHBOUND LANES OF
 KV6955'ROUTE 34, 6.2 M (20.3 FT) NORTH NORTHWEST OF THE NORTH END OF THE
 KV6955'GUIDE RAIL FOR THE NORTHBOUND LANES OF ROUTE 34, 68.7 M (225.4 FT)
 KV6955'NORTH OF THE CENTER OF THE BRIDGE FOR THE SOUTHBOUND LANES OF ROUTE 34
 KV6955'OVER ROUTE 18 AND ABOUT 0.1 M (0.3 FT) BELOW THW GROUND.
 KV6955
 KV6955                          STATION RECOVERY (2001)
 KV6955
 KV6955'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV6955'THE STATION IS 4.4 M WEST FROM THE WEST EDGE OF PAVING OF THE
 KV6955'NORTHBOUND LANES OF ROUTE 34, 37 M NORTH FRON THE NORTH HEADWALL OF
 KV6955'THE BRIDGE SPANNING RT 18. THE GUIDE RAIL ON THE NORTHBOUND SIDE OF RT
 KV6955'34 HAS BEEN REMOVED, AND THE GUIDERAIL ON THE SOUTHBOUND SIDE OF RT 34
 KV6955'HAS BEEN LENGTHENED BY SEVERAL HUNDRED FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG9896 ***********************************************************************
 DG9896  DESIGNATION -  13 A 6
 DG9896  PID         -  DG9896
 DG9896  STATE/COUNTY-  NJ/MONMOUTH
 DG9896  USGS QUAD   -  SANDY HOOK (1981)
 DG9896
 DG9896                         *CURRENT SURVEY CONTROL
 DG9896  ___________________________________________________________________
 DG9896* NAD 83(1986)-  40 25 48.     (N)    073 59 13.     (W)     SCALED    
 DG9896* NAVD 88     -         2.079  (meters)       6.82   (feet)  ADJUSTED  
 DG9896  ___________________________________________________________________
 DG9896  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 DG9896  DYNAMIC HT  -           2.079 (meters)       6.82  (feet)  COMP
 DG9896  MODELED GRAV-     980,194.3   (mgal)                       NAVD 88
 DG9896
 DG9896  VERT ORDER  -  FIRST     CLASS II
 DG9896
 DG9896.The horizontal coordinates were scaled from a topographic map and have
 DG9896.an estimated accuracy of +/- 6 seconds.
 DG9896
 DG9896.The orthometric height was determined by differential leveling
 DG9896.and adjusted by the National Geodetic Survey in May 2006..
 DG9896
 DG9896.The geoid height was determined by GEOID03.
 DG9896
 DG9896.The dynamic height is computed by dividing the NAVD 88
 DG9896.geopotential number by the normal gravity value computed on the
 DG9896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9896.degrees latitude (g = 980.6199 gals.).
 DG9896
 DG9896.The modeled gravity was interpolated from observed gravity values.
 DG9896
 DG9896;                    North         East    Units  Estimated Accuracy
 DG9896;SPC NJ       -   177,380.      193,530.      MT  (+/- 180 meters Scaled)
 DG9896
 DG9896                          SUPERSEDED SURVEY CONTROL
 DG9896
 DG9896.No superseded survey control is available for this station.
 DG9896
 DG9896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK859759(NAD 83)
 DG9896_MARKER: DD = SURVEY DISK
 DG9896_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG9896_SP_SET: ANTENNA BASE
 DG9896_STAMPING: 13 A 6 2003
 DG9896_MARK LOGO: NJGS  
 DG9896_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9896+STABILITY: SURFACE MOTION
 DG9896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9896+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2003
 DG9896
 DG9896  HISTORY     - Date     Condition        Report By
 DG9896  HISTORY     - 20030523 MONUMENTED       NJGS
 DG9896
 DG9896                          STATION DESCRIPTION
 DG9896
 DG9896'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DG9896'THE STATION IS LOCATED IN THE GATEWAY NATIONAL RECREATION AREA, SANDY
 DG9896'HOOK. THE  STATION IS SET A DRILL HOLE IN THE SOUTHWEST CORNER OF THE
 DG9896'BASE FOR AN ANTENNA MAST ON  THE WEST SIDE OF THE PARK RANGER STATION
 DG9896'WHERE THE NORTHBOUND AND SOUTHBOUND  LANES OF SANDY HOOK ROAD SPLIT.
 DG9896' 
 DG9896'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 36 (OCEAN
 DG9896'AVENUE) AND COUNTY  ROUTE 520 (RUMSON ROAD) AT THE BRIDGE OVER THE
 DG9896'SHREWSBURY RIVER IN SEA BRIGHT, GO  ABOUT 2.0 MILES NORTH ON ROUTE 36
 DG9896'TO THE JUNCTION WITH SANDY HOOK ROAD (THE ENTRANCE  ROAD FOR THE
 DG9896'PARK), CONTINUE NORTH ON SANDY HOOK ROAD, INTO THE PARK FOR ABOUT 2.5
 DG9896'MILES TO THE RANGER STATION AND THE STATION ON THE LEFT, ON THE WEST
 DG9896'SIDE OF THE  BUILDING FACING THE SOUTHBOUND LANES.
 DG9896' 
 DG9896'THE STATION IS 6.4 M EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 DG9896'SANDY HOOK ROAD,  4.7 M NORTH NORTHWEST OF THE SOUTHWEST CORNER OF THE
 DG9896'BUILDING, 13.8 M SOUTH  SOUTHEAST OF THE NORTHWEST CORNER OF THE
 DG9896'BUILDING, 0.1 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6220 ***********************************************************************
 KV6220  DESIGNATION -  13 B 1
 KV6220  PID         -  KV6220
 KV6220  STATE/COUNTY-  NJ/MONMOUTH
 KV6220  USGS QUAD   -  KEYPORT (1977)
 KV6220
 KV6220                         *CURRENT SURVEY CONTROL
 KV6220  ___________________________________________________________________
 KV6220* NAD 83(1996)-  40 24 29.04535(N)    074 07 49.79581(W)     ADJUSTED  
 KV6220* NAVD 88     -        18.4    (meters)      60.     (feet)  GPS OBS   
 KV6220  ___________________________________________________________________
 KV6220  X           -   1,329,896.454 (meters)                     COMP
 KV6220  Y           -  -4,678,087.494 (meters)                     COMP
 KV6220  Z           -   4,112,582.986 (meters)                     COMP
 KV6220  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 KV6220  ELLIP HEIGHT-         -13.95  (meters)          (10/23/02) GPS OBS
 KV6220  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV6220
 KV6220  HORZ ORDER  -  FIRST
 KV6220  ELLP ORDER  -  FOURTH    CLASS I
 KV6220
 KV6220.The horizontal coordinates were established by GPS observations
 KV6220.and adjusted by the National Geodetic Survey in May 1999..
 KV6220
 KV6220.The orthometric height was determined by GPS observations and a
 KV6220.high-resolution geoid model.
 KV6220
 KV6220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6220
 KV6220.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6220
 KV6220.The ellipsoidal height was determined by GPS observations
 KV6220.and is referenced to NAD 83.
 KV6220
 KV6220.The geoid height was determined by GEOID03.
 KV6220
 KV6220;                    North         East     Units Scale Factor Converg.
 KV6220;SPC NJ       -   174,886.728   181,361.402   MT  0.99991210   +0 14 22.3
 KV6220;SPC NJ       -   573,774.21    595,016.53   sFT  0.99991210   +0 14 22.3
 KV6220;UTM  18      - 4,473,413.291   573,777.122   MT  0.99966700   +0 33 49.2
 KV6220
 KV6220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6220!SPC NJ       -   1.00000219  x   0.99991210  =   0.99991429
 KV6220!UTM  18      -   1.00000219  x   0.99966700  =   0.99966919
 KV6220
 KV6220                          SUPERSEDED SURVEY CONTROL
 KV6220
 KV6220  ELLIP H (05/14/99)  -13.96   (m)                       GP(       ) 4 1
 KV6220  NAD 83(1992)-  40 24 29.04456(N)    074 07 49.79594(W) AD(       ) 1
 KV6220  ELLIP H (09/14/94)  -14.02   (m)                       GP(       ) 3 1
 KV6220  NAD 83(1986)-  40 24 29.04492(N)    074 07 49.79417(W) AD(       ) 2
 KV6220  NGVD 29 (03/28/90)   19.0    (m)           62.     (f) GPS OBS        
 KV6220
 KV6220.Superseded values are not recommended for survey control.
 KV6220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6220.See file dsdata.txt to determine how the superseded data were derived.
 KV6220
 KV6220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7377773413(NAD 83)
 KV6220_MARKER: DD = SURVEY DISK
 KV6220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6220_SP_SET: CONCRETE POST
 KV6220_STAMPING: 13 B 1 1988
 KV6220_MARK LOGO: NJGS  
 KV6220_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6220+STABILITY: SURFACE MOTION
 KV6220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6220+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1993
 KV6220
 KV6220  HISTORY     - Date     Condition        Report By
 KV6220  HISTORY     - 1988     MONUMENTED       NJGS
 KV6220  HISTORY     - 19930806 GOOD             NJGS
 KV6220
 KV6220                          STATION DESCRIPTION
 KV6220
 KV6220'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6220'TO REACH THE STATION FROM THE MIDDLETOWN TOWNSHIP MUNICIPAL COMPLEX AT
 KV6220'THE NORTHWEST CORNER OF THE JUNCTION OF STATE ROUTE 35 WITH KINGS
 KV6220'HIGHWAY, GO NORTH NORTHWEST ALONG STATE ROUTE 35 FOR 2.9 KM
 KV6220'(4.67 MI) TO THE STATION ON THE RIGHT AT THE JUNCTION OF STATE
 KV6220'HIGHWAY 35 WITH OLD COUNTRY ROAD.  HE HARMONY BOWLING ALLEY IS
 KV6220'LOCATED ON THIS CORNER.  THE STATION IS LOCATED 8.0 M (26.25 FT)
 KV6220'NORTH NORTHWEST OF A STOP SIGN POST, 6.4 M (21.00 FT) NORTH OF THE
 KV6220'NORTH CURBLINE OF OLD COUNTRY ROAD, 2.7 M (8.86 FT) EAST OF THE EAST
 KV6220'CURBLINE OF STATE ROUTE 35, 25.6 M (83.99 FT) SOUTH SOUTHEAST OF POLE
 KV6220'JC 29 MDT, AND SET 0.03 M (0.10 FT) BELOW THE SURFACE OF THE GROUND.
 KV6220
 KV6220                          STATION RECOVERY (1993)
 KV6220
 KV6220'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6220'THE STATION IS LOCATED IN MIDDLETOWN TOWNSHIP.  TO REACH THE STATION
 KV6220'FROM THE MIDDLETOWN TOWNSHIP MUNICIPAL COMPLEX AT THE NORTHWEST
 KV6220'CORNER OF THE JUNCTION OF STATE ROUTE 35 AND KINGS HIGHWAY, GO NORTH
 KV6220'NORTHWEST ALONG STATE ROUTE 35 FOR 2.9 KM (1.8 MI) TO THE STATION ON
 KV6220'THE RIGHT AT THE JUNCTION OF STATE ROUTE 35 WITH OLD COUNTRY ROAD.
 KV6220'THE HARMONY BOWLING ALLEY, CURRENTLY BOARDED UP, IS LOCATED ON THIS
 KV6220'CORNER. THE STATION IS LOCATED 8.0 M (26.2 FT) NORTH NORTHWEST OF A
 KV6220'STOP SIGN POST, 6.4 M (21.0 FT) NORTH OF THE NORTH CURBLINE OF OLD
 KV6220'COUNTRY ROAD, 2.7 M (8.9 FT) EAST OF THE EAST CURBLINE OF STATE ROUTE
 KV6220'35, 25.6 M (84.0 FT) SOUTH SOUTHEAST OF POLE JC 29 MDT, AND SET 0.03
 KV6220'M (0.10 FT) BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6285 ***********************************************************************
 KV6285  DESIGNATION -  13 B 2
 KV6285  PID         -  KV6285
 KV6285  STATE/COUNTY-  NJ/MONMOUTH
 KV6285  USGS QUAD   -  FARMINGDALE (1989)
 KV6285
 KV6285                         *CURRENT SURVEY CONTROL
 KV6285  ___________________________________________________________________
 KV6285* NAD 83(1986)-  40 10 02.     (N)    074 11 28.     (W)     SCALED    
 KV6285* NAVD 88     -        26.773  (meters)      87.84   (feet)  ADJUSTED  
 KV6285  ___________________________________________________________________
 KV6285  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KV6285  DYNAMIC HT  -          26.762 (meters)      87.80  (feet)  COMP
 KV6285  MODELED GRAV-     980,189.8   (mgal)                       NAVD 88
 KV6285
 KV6285  VERT ORDER  -  FIRST     CLASS II
 KV6285
 KV6285.The horizontal coordinates were scaled from a topographic map and have
 KV6285.an estimated accuracy of +/- 6 seconds.
 KV6285
 KV6285.The orthometric height was determined by differential leveling
 KV6285.and adjusted by the National Geodetic Survey in June 1991..
 KV6285
 KV6285.The geoid height was determined by GEOID03.
 KV6285
 KV6285.The dynamic height is computed by dividing the NAVD 88
 KV6285.geopotential number by the normal gravity value computed on the
 KV6285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6285.degrees latitude (g = 980.6199 gals.).
 KV6285
 KV6285.The modeled gravity was interpolated from observed gravity values.
 KV6285
 KV6285;                    North         East    Units  Estimated Accuracy
 KV6285;SPC NJ       -   148,130.      176,310.      MT  (+/- 180 meters Scaled)
 KV6285
 KV6285                          SUPERSEDED SURVEY CONTROL
 KV6285
 KV6285  NGVD 29 (01/10/92)   27.099  (m)           88.91   (f) ADJUSTED    1 2
 KV6285
 KV6285.Superseded values are not recommended for survey control.
 KV6285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6285.See file dsdata.txt to determine how the superseded data were derived.
 KV6285
 KV6285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK688466(NAD 83)
 KV6285_MARKER: DD = SURVEY DISK
 KV6285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6285_SP_SET: CONCRETE POST
 KV6285_STAMPING: 13 B 2 1989
 KV6285_MARK LOGO: NJGS  
 KV6285_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6285+STABILITY: SURFACE MOTION
 KV6285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6285+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1989
 KV6285
 KV6285  HISTORY     - Date     Condition        Report By
 KV6285  HISTORY     - 1989     MONUMENTED       NJDT
 KV6285  HISTORY     - 19890616 GOOD             NJGS
 KV6285  HISTORY     - 19961014 GOOD             USPSQD
 KV6285
 KV6285                          STATION DESCRIPTION
 KV6285
 KV6285'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6285'THE STATION IS IN HOWELL TOWNSHIP, IN THE GRASS MEDIAN OF INTERSTATE
 KV6285'ROUTE I195, ABOUT 823 M (2700.1 FT) WEST OF PREVENTORIUM ROAD BRIDGE
 KV6285'STRUCTURE OVER I195.  TO REACH THE STATION FROM THE JUNCTION OF I195
 KV6285'AND COUNTY ROUTE 547, GO WEST ON I195 FOR 3.2 KM (2.0 MI) TO THE
 KV6285'STATION ON THE LEFT, 1.9 M (6.2 FT) SOUTH FROM THE EDGE OF THE
 KV6285'WESTBOUND LANES, 12.9 M (42.3 FT) NORTH FROM THE EDGE OF THE
 KV6285'EASTBOUND LANES, 7.25 M (23.79 FT) SOUTH FROM THE CENTERLINE OF THE
 KV6285'WESTBOUND LANES AND FLUSH WITH THE GROUND.
 KV6285
 KV6285                          STATION RECOVERY (1996)
 KV6285
 KV6285'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV6285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6956 ***********************************************************************
 KV6956  DESIGNATION -  13 B 3
 KV6956  PID         -  KV6956
 KV6956  STATE/COUNTY-  NJ/MONMOUTH
 KV6956  USGS QUAD   -  FREEHOLD (1981)
 KV6956
 KV6956                         *CURRENT SURVEY CONTROL
 KV6956  ___________________________________________________________________
 KV6956* NAD 83(1996)-  40 16 13.56831(N)    074 20 58.42681(W)     ADJUSTED  
 KV6956* NAVD 88     -        35.9    (meters)     118.     (feet)  GPS OBS   
 KV6956  ___________________________________________________________________
 KV6956  X           -   1,314,672.954 (meters)                     COMP
 KV6956  Y           -  -4,692,676.805 (meters)                     COMP
 KV6956  Z           -   4,100,945.292 (meters)                     COMP
 KV6956  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 KV6956  ELLIP HEIGHT-           3.48  (meters)          (10/23/02) GPS OBS
 KV6956  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV6956
 KV6956  HORZ ORDER  -  FIRST
 KV6956  ELLP ORDER  -  FOURTH    CLASS I
 KV6956
 KV6956.The horizontal coordinates were established by GPS observations
 KV6956.and adjusted by the National Geodetic Survey in May 1999..
 KV6956
 KV6956.The orthometric height was determined by GPS observations and a
 KV6956.high-resolution geoid model.
 KV6956
 KV6956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6956
 KV6956.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6956
 KV6956.The ellipsoidal height was determined by GPS observations
 KV6956.and is referenced to NAD 83.
 KV6956
 KV6956.The geoid height was determined by GEOID03.
 KV6956
 KV6956;                    North         East     Units Scale Factor Converg.
 KV6956;SPC NJ       -   159,550.688   162,794.296   MT  0.99990201   +0 05 50.1
 KV6956;SPC NJ       -   523,459.22    534,100.95   sFT  0.99990201   +0 05 50.1
 KV6956;UTM  18      - 4,457,976.541   555,301.657   MT  0.99963765   +0 25 13.6
 KV6956
 KV6956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6956!SPC NJ       -   0.99999945  x   0.99990201  =   0.99990146
 KV6956!UTM  18      -   0.99999945  x   0.99963765  =   0.99963710
 KV6956
 KV6956                          SUPERSEDED SURVEY CONTROL
 KV6956
 KV6956  NAD 83(1986)-  40 16 13.56885(N)    074 20 58.42872(W) AD(       ) 1
 KV6956
 KV6956.Superseded values are not recommended for survey control.
 KV6956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6956.See file dsdata.txt to determine how the superseded data were derived.
 KV6956
 KV6956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5530257977(NAD 83)
 KV6956_MARKER: DD = SURVEY DISK
 KV6956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6956_SP_SET: CONCRETE POST
 KV6956_STAMPING: 13 B 3 1991
 KV6956_MARK LOGO: NJGS  
 KV6956_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6956+STABILITY: SURFACE MOTION
 KV6956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6956+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2002
 KV6956
 KV6956  HISTORY     - Date     Condition        Report By
 KV6956  HISTORY     - 1991     MONUMENTED       NJGS
 KV6956  HISTORY     - 19930624 GOOD
 KV6956  HISTORY     - 20020503 GOOD             INDIV
 KV6956
 KV6956                          STATION DESCRIPTION
 KV6956
 KV6956'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6956'THE STATION IS LOCATED IN MANALAPAN TOWNSHIP AT THE NORTHEAST CORNER
 KV6956'OF THE TEE INTERSECTION OF WOODWARD ROAD AND MC CAFFERY ROAD.  TO
 KV6956'REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 33 AND
 KV6956'COUNTY ROAD 527A, ALT IRON ORE ROAD, GO EAST ON STATE HIGHWAY 33 FOR
 KV6956'1.55 MI (2.49 KM) TO A LEFT HAND TURN SLOT FOR WOODWARD ROAD.  TURN
 KV6956'LEFT ON WOODWARD ROAD AND GO 1.65 MI (2.66 KM) NORTH NORTHEAST TO THE
 KV6956'TEE INTERSECTION WITH MC CAFFERY ROAD AND THE STATION ON THE LEFT ON
 KV6956'THE NORTH CORNER OF THE INTERSECTION.  THE STATION IS 10.1 M
 KV6956'(33.1 FT) NORTHWEST FROM THE CENTERLINE OF WOODWARD ROAD, 13.5 M
 KV6956'(44.3 FT) NORTHEAST FROM THE CENTERLINE OF MC CAFFERY ROAD, 3.7 M
 KV6956'(12.1 FT) NORTH NORTHEAST FROM A STREET SIGN FOR MC CAFFERY ROAD,
 KV6956'22.2 M (72.8 FT) EAST NORTHEAST FROM POLE JC1926 MPN, LOCATED ON THE
 KV6956'SOUTHWEST SIDE OF MC CAFFERY ROAD, AND 18.7 M (61.4 FT) NORTHEAST
 KV6956'FROM POLE 90338 MPN LOCATED ON THE SOUTHEAST SIDE OF WOODWARD ROAD.
 KV6956'THE STATION IS SET FLUSH WITH THE GROUND.
 KV6956
 KV6956                          STATION RECOVERY (1993)
 KV6956
 KV6956'RECOVERED 1993
 KV6956'RECOVERED IN GOOD CONDITION.
 KV6956
 KV6956                          STATION RECOVERY (2002)
 KV6956
 KV6956'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (ML)
 KV6956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6957 ***********************************************************************
 KV6957  DESIGNATION -  13 B 4
 KV6957  PID         -  KV6957
 KV6957  STATE/COUNTY-  NJ/MONMOUTH
 KV6957  USGS QUAD   -  ADELPHIA (1981)
 KV6957
 KV6957                         *CURRENT SURVEY CONTROL
 KV6957  ___________________________________________________________________
 KV6957* NAD 83(1996)-  40 10 52.57203(N)    074 15 53.02791(W)     ADJUSTED  
 KV6957* NAVD 88     -        37.4    (meters)     123.     (feet)  GPS OBS   
 KV6957  ___________________________________________________________________
 KV6957  X           -   1,323,353.880 (meters)                     COMP
 KV6957  Y           -  -4,696,880.625 (meters)                     COMP
 KV6957  Z           -   4,093,386.902 (meters)                     COMP
 KV6957  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 KV6957  ELLIP HEIGHT-           4.98  (meters)          (10/23/02) GPS OBS
 KV6957  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KV6957
 KV6957  HORZ ORDER  -  FIRST
 KV6957  ELLP ORDER  -  FOURTH    CLASS I
 KV6957
 KV6957.The horizontal coordinates were established by GPS observations
 KV6957.and adjusted by the National Geodetic Survey in May 1999..
 KV6957
 KV6957.The orthometric height was determined by GPS observations and a
 KV6957.high-resolution geoid model.
 KV6957
 KV6957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6957
 KV6957.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6957
 KV6957.The ellipsoidal height was determined by GPS observations
 KV6957.and is referenced to NAD 83.
 KV6957
 KV6957.The geoid height was determined by GEOID03.
 KV6957
 KV6957;                    North         East     Units Scale Factor Converg.
 KV6957;SPC NJ       -   149,666.501   170,035.395   MT  0.99990494   +0 09 06.5
 KV6957;SPC NJ       -   491,030.85    557,857.79   sFT  0.99990494   +0 09 06.5
 KV6957;UTM  18      - 4,448,135.885   562,596.445   MT  0.99964823   +0 28 27.9
 KV6957
 KV6957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6957!SPC NJ       -   0.99999922  x   0.99990494  =   0.99990416
 KV6957!UTM  18      -   0.99999922  x   0.99964823  =   0.99964745
 KV6957
 KV6957                          SUPERSEDED SURVEY CONTROL
 KV6957
 KV6957  NAD 83(1986)-  40 10 52.57301(N)    074 15 53.03001(W) AD(       ) 1
 KV6957
 KV6957.Superseded values are not recommended for survey control.
 KV6957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6957.See file dsdata.txt to determine how the superseded data were derived.
 KV6957
 KV6957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6259648136(NAD 83)
 KV6957_MARKER: DD = SURVEY DISK
 KV6957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6957_SP_SET: CONCRETE POST
 KV6957_STAMPING: 13 B 4 1991
 KV6957_MARK LOGO: NJGS  
 KV6957_PROJECTION: FLUSH
 KV6957_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6957+STABILITY: SURFACE MOTION
 KV6957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6957+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6957
 KV6957  HISTORY     - Date     Condition        Report By
 KV6957  HISTORY     - 1991     MONUMENTED       NJGS
 KV6957  HISTORY     - 19930225 GOOD
 KV6957  HISTORY     - 19980120 GOOD             USPSQD
 KV6957  HISTORY     - 20020202 GOOD             NJGS
 KV6957
 KV6957                          STATION DESCRIPTION
 KV6957
 KV6957'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6957'THE STATION IS LOCATED IN HOWELL TOWNSHIP, ON THE GROUNDS OF THE
 KV6957'IMMANUEL BAPTIST CHURCH.  TO REACH THE STATION FROM THE INTERSECTION
 KV6957'OF U.S. HIGHWAY 9 AND WEST FARMS ROAD IN FORT PLAINS, GO 0.95 MI
 KV6957'(1.53 KM) WEST ON WEST FARMS ROAD TO THE STATION ON THE RIGHT.  TO
 KV6957'REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 23, JACKSON MILLS
 KV6957'ROAD AND GEORGIA ROAD IN THE TOWN OF GEORGIA, GO 1.3 MI (2.1 KM) EAST
 KV6957'ON GEORGIA ROAD TO THE CHURCH AND THE STATION ON THE NORTH SIDE OF
 KV6957'GEORGIA ROAD, AT THE NORTHWEST CORNER OF THE ENTRANCE DRIVE TO THE
 KV6957'CHURCH PARKING LOT.  THE STATION IS 8.4 M (27.6 FT) NORTH NORTHWEST
 KV6957'FROM THE CENTERLINE OF WEST FARMS ROAD, 5.5 M (18.0 FT) SOUTH FROM
 KV6957'THE NORTH END OF THE CURB RETURN INTO THE PARKING LOT, 8.0 M
 KV6957'(26.2 FT) WEST FROM THE CENTERLINE OF THE DRIVEWAY, 20.3 M (66.6 FT)
 KV6957'EAST FROM THE SOUTH LEG OF THE CHURCH SIGN, 28.6 M (93.8 FT) NORTHEAST
 KV6957'FROM POLE NUMBER JC 1193 HL, 43.1 M (141.4 FT) SOUTH SOUTHEAST FROM A
 KV6957'PARKING LOT LIGHT POLE AND 1.25 M (4.10 FT) WEST FROM THE CURB.  THE
 KV6957'STATION IS SET FLUSH WITH THE GROUND.
 KV6957
 KV6957                          STATION RECOVERY (1993)
 KV6957
 KV6957'RECOVERED 1993
 KV6957'RECOVERED IN GOOD CONDITION.
 KV6957
 KV6957                          STATION RECOVERY (1998)
 KV6957
 KV6957'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV6957'RECOVERED IN GOOD CONDITION.
 KV6957
 KV6957                          STATION RECOVERY (2002)
 KV6957
 KV6957'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6957'RECOVERED AS DESCRIBED
 KV6957'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6958 ***********************************************************************
 KV6958  DESIGNATION -  13 B 5
 KV6958  PID         -  KV6958
 KV6958  STATE/COUNTY-  NJ/MONMOUTH
 KV6958  USGS QUAD   -  LONG BRANCH (1981)
 KV6958
 KV6958                         *CURRENT SURVEY CONTROL
 KV6958  ___________________________________________________________________
 KV6958* NAD 83(1996)-  40 16 17.99287(N)    074 04 39.64318(W)     ADJUSTED  
 KV6958* NAVD 88     -        43.3    (meters)     142.     (feet)  GPS OBS   
 KV6958  ___________________________________________________________________
 KV6958  X           -   1,336,903.426 (meters)                     COMP
 KV6958  Y           -  -4,686,305.958 (meters)                     COMP
 KV6958  Z           -   4,101,054.074 (meters)                     COMP
 KV6958  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 KV6958  ELLIP HEIGHT-          10.68  (meters)          (10/23/02) GPS OBS
 KV6958  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KV6958
 KV6958  HORZ ORDER  -  FIRST
 KV6958  ELLP ORDER  -  FOURTH    CLASS I
 KV6958
 KV6958.The horizontal coordinates were established by GPS observations
 KV6958.and adjusted by the National Geodetic Survey in May 1999..
 KV6958
 KV6958.The orthometric height was determined by GPS observations and a
 KV6958.high-resolution geoid model.
 KV6958
 KV6958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6958
 KV6958.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6958
 KV6958.The ellipsoidal height was determined by GPS observations
 KV6958.and is referenced to NAD 83.
 KV6958
 KV6958.The geoid height was determined by GEOID03.
 KV6958
 KV6958;                    North         East     Units Scale Factor Converg.
 KV6958;SPC NJ       -   159,761.856   185,916.788   MT  0.99991587   +0 16 22.8
 KV6958;SPC NJ       -   524,152.02    609,962.00   sFT  0.99991587   +0 16 22.8
 KV6958;UTM  18      - 4,458,318.059   578,416.756   MT  0.99967569   +0 35 46.4
 KV6958
 KV6958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6958!SPC NJ       -   0.99999832  x   0.99991587  =   0.99991419
 KV6958!UTM  18      -   0.99999832  x   0.99967569  =   0.99967402
 KV6958
 KV6958                          SUPERSEDED SURVEY CONTROL
 KV6958
 KV6958  ELLIP H (05/14/99)   10.67   (m)                       GP(       ) 4 1
 KV6958  NAD 83(1992)-  40 16 17.99264(N)    074 04 39.64422(W) AD(       ) 1
 KV6958  ELLIP H (09/14/94)   10.64   (m)                       GP(       ) 3 1
 KV6958  NAD 83(1986)-  40 16 17.99361(N)    074 04 39.64604(W) AD(       ) 1
 KV6958
 KV6958.Superseded values are not recommended for survey control.
 KV6958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6958.See file dsdata.txt to determine how the superseded data were derived.
 KV6958
 KV6958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7841758318(NAD 83)
 KV6958_MARKER: DD = SURVEY DISK
 KV6958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6958_SP_SET: CONCRETE POST
 KV6958_STAMPING: 13 B 5 1993
 KV6958_MARK LOGO: NJGS  
 KV6958_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6958+STABILITY: SURFACE MOTION
 KV6958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6958+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1993
 KV6958
 KV6958  HISTORY     - Date     Condition        Report By
 KV6958  HISTORY     - 1993     MONUMENTED       NJGS
 KV6958  HISTORY     - 19931103 GOOD             NJGS
 KV6958
 KV6958                          STATION DESCRIPTION
 KV6958
 KV6958'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV6958'THE STATION IS LOCATED IN OCEAN TOWNSHIP ON THE WEST SIDE OF WAYSIDE
 KV6958'ROAD.  TO REACH THE STATION FROM THE INTERCHANGE 13A OF STATE HIGHWAY
 KV6958'18 NORTH, GO SOUTHWEST ON COUNTY ROAD 547, SHAFTO ROAD, FOR 0.45 MI
 KV6958'(0.72 KM) TO THE TEE INTERSECTION WITH WAYSIDE ROAD ON THE LEFT.
 KV6958'TURN LEFT AND GO 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT, ON TOP
 KV6958'OF A 2 M (6.6 FT) HIGH EMBANKMENT.  THE STATION IS 12.3 M (40.4 FT)
 KV6958'WEST FROM THE CENTERLINE OF WAYSIDE ROAD, 7.8 M (25.6 FT) WEST FROM
 KV6958'THE EDGE OF PAVING OF WAYSIDE ROAD, 21.3 M (69.9 FT) WEST FROM AND
 KV6958'ACROSS THE ROAD FROM POLE NUMBER JC 1896 TF, 31.8 M (104.3 FT) NORTH
 KV6958'FROM A SPEED LIMIT 50 SIGN ON THE WEST SIDE OF WAYSIDE ROAD, 37.2 M
 KV6958'(122.0 FT) NORTH NORTHWEST FROM A  DRUG FREE SCHOOL ZONE  SIGN ON THE
 KV6958'EAST SIDE OF WAYSIDE ROAD, 48.1 M (157.8 FT) EAST FROM THE EAST EDGE
 KV6958'OF PAVEMENT OF THE NORTHBOUND LANES OF THE GARDEN STATE PARKWAY AND
 KV6958'103.0 M (337.9 FT) SOUTH FROM THE CENTERLINE POINT OF INTERSECTION OF
 KV6958'COUNTY ROAD 547 AND WAYSIDE ROAD.  THE STATION IS SET 0.1 M (0.3 FT)
 KV6958'BELOW THE GROUND.
 KV6958
 KV6958                          STATION RECOVERY (1993)
 KV6958
 KV6958'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6958'THE STATION IS LOCATED IN OCEAN TOWNSHIP ON THE WEST SIDE OF WAYSIDE
 KV6958'ROAD.  TO REACH THE STATION FROM THE INTERCHANGE 13A OF STATE HIGHWAY
 KV6958'18 NORTH, GO SOUTHWEST ON COUNTY ROAD 547, SHAFTO ROAD, FOR 0.45 MI
 KV6958'(0.72 KM) TO THE TEE INTERSECTION WITH WAYSIDE ROAD ON THE LEFT.
 KV6958'TURN LEFT AND GO 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT, ON TOP
 KV6958'OF A 2 M (6.6 FT) HIGH EMBANKMENT.  THE STATION IS 12.3 M (40.4 FT)
 KV6958'WEST FROM THE CENTERLINE OF WAYSIDE ROAD, 7.8 M (25.6 FT) WEST FROM
 KV6958'THE EDGE OF PAVING OF WAYSIDE ROAD, 21.3 M (69.9 FT) WEST FROM AND
 KV6958'ACROSS THE ROAD FROM POLE NUMBER JC 1896 TF, 31.8 M (104.3 FT) NORTH
 KV6958'FROM A SPEED LIMIT 50 SIGN ON THE WEST SIDE OF WAYSIDE ROAD, 37.2 M
 KV6958'(122.0 FT) NORTH NORTHWEST FROM A  DRUG FREE SCHOOL ZONE  SIGN ON THE
 KV6958'EAST SIDE OF WAYSIDE ROAD, 48.1 M (157.8 FT) EAST FROM THE EAST EDGE
 KV6958'OF PAVEMENT OF THE NORTHBOUND LANES OF THE GARDEN STATE PARKWAY AND
 KV6958'103.0 M (337.9 FT) SOUTH FROM THE CENTERLINE POINT OF INTERSECTION OF
 KV6958'COUNTY ROAD 547 AND WAYSIDE ROAD.  THE STATION IS SET 0.1 M (0.3 FT)
 KV6958'BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG9902 ***********************************************************************
 DG9902  DESIGNATION -  13 B 6
 DG9902  PID         -  DG9902
 DG9902  STATE/COUNTY-  NJ/MONMOUTH
 DG9902  USGS QUAD   -  SANDY HOOK (1981)
 DG9902
 DG9902                         *CURRENT SURVEY CONTROL
 DG9902  ___________________________________________________________________
 DG9902* NAD 83(1986)-  40 26 51.     (N)    073 59 20.     (W)     SCALED    
 DG9902* NAVD 88     -         5.350  (meters)      17.55   (feet)  ADJUSTED  
 DG9902  ___________________________________________________________________
 DG9902  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 DG9902  DYNAMIC HT  -           5.347 (meters)      17.54  (feet)  COMP
 DG9902  MODELED GRAV-     980,197.7   (mgal)                       NAVD 88
 DG9902
 DG9902  VERT ORDER  -  FIRST     CLASS II
 DG9902
 DG9902.The horizontal coordinates were scaled from a topographic map and have
 DG9902.an estimated accuracy of +/- 6 seconds.
 DG9902
 DG9902.The orthometric height was determined by differential leveling
 DG9902.and adjusted by the National Geodetic Survey in May 2006..
 DG9902
 DG9902.The geoid height was determined by GEOID03.
 DG9902
 DG9902.The dynamic height is computed by dividing the NAVD 88
 DG9902.geopotential number by the normal gravity value computed on the
 DG9902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9902.degrees latitude (g = 980.6199 gals.).
 DG9902
 DG9902.The modeled gravity was interpolated from observed gravity values.
 DG9902
 DG9902;                    North         East    Units  Estimated Accuracy
 DG9902;SPC NJ       -   179,330.      193,360.      MT  (+/- 180 meters Scaled)
 DG9902
 DG9902                          SUPERSEDED SURVEY CONTROL
 DG9902
 DG9902.No superseded survey control is available for this station.
 DG9902
 DG9902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK857779(NAD 83)
 DG9902_MARKER: DD = SURVEY DISK
 DG9902_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG9902_SP_SET: RECTANGULAR BASE
 DG9902_STAMPING: 13 B 6 2003
 DG9902_MARK LOGO: NJGS  
 DG9902_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9902+STABILITY: SURFACE MOTION
 DG9902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9902+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2003
 DG9902
 DG9902  HISTORY     - Date     Condition        Report By
 DG9902  HISTORY     - 20030523 MONUMENTED       NJGS
 DG9902
 DG9902                          STATION DESCRIPTION
 DG9902
 DG9902'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DG9902'THE STATION IS LOCATED IN THE GATEWAY NATIONAL RECREATION AREA, SANDY
 DG9902'HOOK.
 DG9902' 
 DG9902'THE STATION IS SET A DRILL HOLE IN THE SOUTHWEST CORNER OF A
 DG9902'RECTANGULAR CONCRETE  FOUNDATION AT ROAD LEVEL.
 DG9902' 
 DG9902'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 36 (OCEAN
 DG9902'AVENUE) AND COUNTY  ROUTE 520 (RUMSON ROAD) AT THE BRIDGE OVER THE
 DG9902'SHREWSBURY RIVER IN SEA BRIGHT, GO  ABOUT 2.0 MILES NORTH ON ROUTE 36
 DG9902'TO THE JUNCTION WITH SANDY HOOK ROAD (THE ENTRANCE  ROAD FOR THE
 DG9902'PARK), CONTINUE NORTH ON SANDY HOOK ROAD, INTO THE PARK FOR ABOUT 3.7
 DG9902'MILES TO THE JUNCTION WITH ATLANTIC AVENUE, TURN RIGHT AND GO 0.2 MILE
 DG9902'EAST ON ATLANTIC  AVENUE TO THE STATION ON THE RIGHT,  AT THE JUNCTION
 DG9902'WITH NORTHBOUND GUNNISON ROAD.
 DG9902' 
 DG9902'THE STATION IS 4.6 M EAST OF THE CENTERLINR OF GUNNISON ROAD, 33.8 M
 DG9902'SOUTH OF A SIGN (SOFT  SHOULDER), 0.3 M NORTH OF A ROAD REFLECTOR. 0.3
 DG9902'SOUTH OF A NJGS WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6221 ***********************************************************************
 KV6221  DESIGNATION -  13 C 1
 KV6221  PID         -  KV6221
 KV6221  STATE/COUNTY-  NJ/MONMOUTH
 KV6221  USGS QUAD   -  SANDY HOOK (1981)
 KV6221
 KV6221                         *CURRENT SURVEY CONTROL
 KV6221  ___________________________________________________________________
 KV6221* NAD 83(1996)-  40 23 04.14999(N)    074 06 57.25423(W)     ADJUSTED  
 KV6221* NAVD 88     -        33.8    (meters)     111.     (feet)  GPS OBS   
 KV6221  ___________________________________________________________________
 KV6221  X           -   1,331,555.734 (meters)                     COMP
 KV6221  Y           -  -4,679,392.115 (meters)                     COMP
 KV6221  Z           -   4,110,598.704 (meters)                     COMP
 KV6221  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 KV6221  ELLIP HEIGHT-           1.47  (meters)          (10/23/02) GPS OBS
 KV6221  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV6221
 KV6221  HORZ ORDER  -  FIRST
 KV6221  ELLP ORDER  -  FOURTH    CLASS I
 KV6221
 KV6221.The horizontal coordinates were established by GPS observations
 KV6221.and adjusted by the National Geodetic Survey in May 1999..
 KV6221
 KV6221.The orthometric height was determined by GPS observations and a
 KV6221.high-resolution geoid model.
 KV6221
 KV6221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6221
 KV6221.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6221
 KV6221.The ellipsoidal height was determined by GPS observations
 KV6221.and is referenced to NAD 83.
 KV6221
 KV6221.The geoid height was determined by GEOID03.
 KV6221
 KV6221;                    North         East     Units Scale Factor Converg.
 KV6221;SPC NJ       -   172,273.658   182,611.521   MT  0.99991309   +0 14 55.9
 KV6221;SPC NJ       -   565,201.16    599,117.97   sFT  0.99991309   +0 14 55.9
 KV6221;UTM  18      - 4,470,807.970   575,041.691   MT  0.99966932   +0 34 22.2
 KV6221
 KV6221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6221!SPC NJ       -   0.99999977  x   0.99991309  =   0.99991286
 KV6221!UTM  18      -   0.99999977  x   0.99966932  =   0.99966909
 KV6221
 KV6221                          SUPERSEDED SURVEY CONTROL
 KV6221
 KV6221  ELLIP H (05/14/99)    1.46   (m)                       GP(       ) 4 1
 KV6221  NAD 83(1992)-  40 23 04.14929(N)    074 06 57.25445(W) AD(       ) 1
 KV6221  ELLIP H (09/14/94)    1.40   (m)                       GP(       ) 3 1
 KV6221  NAD 83(1986)-  40 23 04.14907(N)    074 06 57.25295(W) AD(       ) 2
 KV6221  NGVD 29 (03/28/90)   34.5    (m)          113.     (f) GPS OBS        
 KV6221
 KV6221.Superseded values are not recommended for survey control.
 KV6221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6221.See file dsdata.txt to determine how the superseded data were derived.
 KV6221
 KV6221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7504270808(NAD 83)
 KV6221_MARKER: DD = SURVEY DISK
 KV6221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6221_SP_SET: CONCRETE POST
 KV6221_STAMPING: 13 C 1 1988
 KV6221_MARK LOGO: NJGS  
 KV6221_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6221+STABILITY: SURFACE MOTION
 KV6221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6221+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1993
 KV6221
 KV6221  HISTORY     - Date     Condition        Report By
 KV6221  HISTORY     - 1988     MONUMENTED       NJGS
 KV6221  HISTORY     - 19930806 GOOD             NJGS
 KV6221
 KV6221                          STATION DESCRIPTION
 KV6221
 KV6221'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6221'TO REACH FROM THE MIDDLETOWN TOWNSHIP MUNICIPAL COMPLEX AT THE
 KV6221'NORTHWEST CORNER OF STATE HIGHWAY ROUTE 35 AND KINGS HIGHWAY PROCEED
 KV6221'1.1 KM (1.77 MI) WEST ALONG ROUTE 35.  TURN LEFT ONTO CHURCH STREET,
 KV6221'COUNTY ROUTE 50, AND GO SOUTH FOR 1.1 KM (1.77 MI) CROSSING THE NEW
 KV6221'JERSEY TRANSIT RAILROAD LINE AT 0.4 KM (0.64 MI) , TO THE STATION ON
 KV6221'LEFT, 1.0 M (3.28 FT)  EAST SOUTHEAST OF THE EAST CURBLINE OF CHURCH
 KV6221'STREET, 18.9 M (62.01 FT) SOUTHWEST OF THE CENTERLINE EXTENDED OF FOX
 KV6221'WOOD RUN, 9.4 M (30.84 FT) SOUTHWEST OF POLE BT 8792, 30.5 M
 KV6221'(100.07 FT) NORTH OF POLE NO JC 136, 42.9 M (140.75 FT) NORTH OF THE
 KV6221'NORTH CURBLINE OF ROLLING KNOLLS DRIVE EXTENDED AND 26.5 M
 KV6221'(86.94 FT) NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE WITHOUT A
 KV6221'NUMBER ON ROLLING HILLS DRIVE.  THE MARK IS FLUSH WITH THE GROUND.
 KV6221
 KV6221                          STATION RECOVERY (1993)
 KV6221
 KV6221'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6221'THE STATION IS LOCATED IN MIDDLETOWN TOWNSHIP.  TO REACH FROM THE
 KV6221'MIDDLETOWN TOWNSHIP MUNICIPAL COMPLEX AT THE NORTHWEST CORNER OF
 KV6221'STATE ROUTE 35 AND KINGS HIGHWAY, PROCEED 1.1 KM (0.7 MI) WEST ALONG
 KV6221'ROUTE 35 TO THE JUNCTION WITH CHURCH STREET, ALSO KNOWN AS MIDDLETOWN
 KV6221'LINCROFT ROAD, COUNTY ROAD 50, TURN LEFT ONTO CHURCH STREET, AND GO
 KV6221'SOUTH FOR 1.1 KM (0.7 MI) CROSSING THE NEW JERSEY TRANSIT RAILROAD
 KV6221'LINE AT 0.4 KM (0.2 MI) , TO THE STATION ON LEFT. THE STATION IS 1.0
 KV6221'M (3.3 FT)  EAST SOUTHEAST OF THE EAST CURBLINE OF CHURCH STREET,
 KV6221'18.9 M (62.0 FT) SOUTHWEST OF THE CENTERLINE EXTENDED OF FOX WOOD
 KV6221'RUN, 9.4 M (30.8 FT) SOUTHWEST OF POLE BT 8792, 30.5 M (100.1 FT)
 KV6221'NORTH OF POLE NO JC 136, 42.9 M (140.7 FT) NORTH OF THE NORTH CURBLINE
 KV6221'OF ROLLING KNOLLS DRIVE EXTENDED AND 26.5 M (86.9 FT) NORTHWEST OF
 KV6221'THE NORTHWEST CORNER OF A HOUSE WITHOUT A NUMBER ON ROLLING HILLS
 KV6221'DRIVE. THE MARK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6292 ***********************************************************************
 KV6292  DESIGNATION -  13 C 2
 KV6292  PID         -  KV6292
 KV6292  STATE/COUNTY-  NJ/MONMOUTH
 KV6292  USGS QUAD   -  FARMINGDALE (1989)
 KV6292
 KV6292                         *CURRENT SURVEY CONTROL
 KV6292  ___________________________________________________________________
 KV6292* NAD 83(1986)-  40 10 01.     (N)    074 12 26.     (W)     SCALED    
 KV6292* NAVD 88     -        34.452  (meters)     113.03   (feet)  ADJUSTED  
 KV6292  ___________________________________________________________________
 KV6292  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KV6292  DYNAMIC HT  -          34.437 (meters)     112.98  (feet)  COMP
 KV6292  MODELED GRAV-     980,192.2   (mgal)                       NAVD 88
 KV6292
 KV6292  VERT ORDER  -  FIRST     CLASS II
 KV6292
 KV6292.The horizontal coordinates were scaled from a topographic map and have
 KV6292.an estimated accuracy of +/- 6 seconds.
 KV6292
 KV6292.The orthometric height was determined by differential leveling
 KV6292.and adjusted by the National Geodetic Survey in June 1991..
 KV6292
 KV6292.The geoid height was determined by GEOID03.
 KV6292
 KV6292.The dynamic height is computed by dividing the NAVD 88
 KV6292.geopotential number by the normal gravity value computed on the
 KV6292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6292.degrees latitude (g = 980.6199 gals.).
 KV6292
 KV6292.The modeled gravity was interpolated from observed gravity values.
 KV6292
 KV6292;                    North         East    Units  Estimated Accuracy
 KV6292;SPC NJ       -   148,090.      174,940.      MT  (+/- 180 meters Scaled)
 KV6292
 KV6292                          SUPERSEDED SURVEY CONTROL
 KV6292
 KV6292  NGVD 29 (01/10/92)   34.778  (m)          114.10   (f) ADJUSTED    1 2
 KV6292
 KV6292.Superseded values are not recommended for survey control.
 KV6292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6292.See file dsdata.txt to determine how the superseded data were derived.
 KV6292
 KV6292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK675465(NAD 83)
 KV6292_MARKER: DD = SURVEY DISK
 KV6292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6292_SP_SET: CONCRETE POST
 KV6292_STAMPING: 13 C 2 1989
 KV6292_MARK LOGO: NJGS  
 KV6292_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6292+STABILITY: SURFACE MOTION
 KV6292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6292+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1989
 KV6292
 KV6292  HISTORY     - Date     Condition        Report By
 KV6292  HISTORY     - 1989     MONUMENTED       NJDT
 KV6292  HISTORY     - 19890619 GOOD             NJGS
 KV6292  HISTORY     - 19961014 GOOD             USPSQD
 KV6292
 KV6292                          STATION DESCRIPTION
 KV6292
 KV6292'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6292'THE STATION IS IN HOWELL TOWNSHIP, IN THE GRASS MEDIAN OF INTERSTATE
 KV6292'ROUTE I195.  TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY
 KV6292'ROUTE 9 AND INTERSTATE I195, GO 2.60 KM (1.62 MI) EAST ON I195 TO
 KV6292'JUST EAST OF THE ALDRIDGE ROAD BRIDGE, STRUCTURE NUMBER 1333 156,
 KV6292'MILEPOST 28.65, OVER I195 AND THE STATION ON THE LEFT, 52.6 M (172.6
 KV6292'FT) EAST FROM THE CENTERLINE OF ALDRIDGE ROAD ON THE CENTERLINE OF
 KV6292'THE I-195 MEDIAN, 1.95 M (6.40 FT) SOUTH FROM THE EDGE OF THE I195
 KV6292'WESTBOUND LANES, 7.25 M (23.79 FT) SOUTH FROM THE CENTERLINE OF THE
 KV6292'WESTBOUND LANES, 10.3 M (33.8 FT) NORTH NORTHWEST FROM THE MOST
 KV6292'WESTERLY END POST OF A GUIDE RAIL ON THE NORTH SIDE OF THE MEDIAN,
 KV6292'12.8 M (42.0 FT) NORTH FROM THE EDGE OF THE I195 EASTBOUND LANES,
 KV6292'62.0 M (203.4 FT) EAST NORTHEAST FROM THE NORTHEAST CORNER OF THE
 KV6292'RECTANGULAR CENTER PIER OF THE ALDRIDGE ROAD BRIDGE OVER I195 AND SET
 KV6292'FLUSH WITH THE GROUND.
 KV6292
 KV6292                          STATION RECOVERY (1996)
 KV6292
 KV6292'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV6292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6943 ***********************************************************************
 KV6943  DESIGNATION -  13 C 3
 KV6943  PID         -  KV6943
 KV6943  STATE/COUNTY-  NJ/MONMOUTH
 KV6943  USGS QUAD   -  JAMESBURG (1981)
 KV6943
 KV6943                         *CURRENT SURVEY CONTROL
 KV6943  ___________________________________________________________________
 KV6943* NAD 83(1996)-  40 16 38.10348(N)    074 22 58.08032(W)     ADJUSTED  
 KV6943* NAVD 88     -        27.6    (meters)      91.     (feet)  GPS OBS   
 KV6943  ___________________________________________________________________
 KV6943  X           -   1,311,817.109 (meters)                     COMP
 KV6943  Y           -  -4,692,961.354 (meters)                     COMP
 KV6943  Z           -   4,101,517.271 (meters)                     COMP
 KV6943  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 KV6943  ELLIP HEIGHT-          -4.89  (meters)          (10/23/02) GPS OBS
 KV6943  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KV6943
 KV6943  HORZ ORDER  -  FIRST
 KV6943  ELLP ORDER  -  FOURTH    CLASS I
 KV6943
 KV6943.The horizontal coordinates were established by GPS observations
 KV6943.and adjusted by the National Geodetic Survey in May 1999..
 KV6943
 KV6943.The orthometric height was determined by GPS observations and a
 KV6943.high-resolution geoid model.
 KV6943
 KV6943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6943
 KV6943.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6943
 KV6943.The ellipsoidal height was determined by GPS observations
 KV6943.and is referenced to NAD 83.
 KV6943
 KV6943.The geoid height was determined by GEOID03.
 KV6943
 KV6943;                    North         East     Units Scale Factor Converg.
 KV6943;SPC NJ       -   160,303.118   159,966.563   MT  0.99990122   +0 04 32.8
 KV6943;SPC NJ       -   525,927.81    524,823.63   sFT  0.99990122   +0 04 32.8
 KV6943;UTM  18      - 4,458,712.811   552,470.476   MT  0.99963389   +0 23 56.5
 KV6943
 KV6943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6943!SPC NJ       -   1.00000077  x   0.99990122  =   0.99990199
 KV6943!UTM  18      -   1.00000077  x   0.99963389  =   0.99963466
 KV6943
 KV6943                          SUPERSEDED SURVEY CONTROL
 KV6943
 KV6943  NAD 83(1986)-  40 16 38.10386(N)    074 22 58.08223(W) AD(       ) 1
 KV6943
 KV6943.Superseded values are not recommended for survey control.
 KV6943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6943.See file dsdata.txt to determine how the superseded data were derived.
 KV6943
 KV6943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5247058713(NAD 83)
 KV6943_MARKER: DD = SURVEY DISK
 KV6943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6943_SP_SET: CONCRETE POST
 KV6943_STAMPING: 13 C 3
 KV6943_MARK LOGO: NJGS  
 KV6943_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6943+STABILITY: SURFACE MOTION
 KV6943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6943+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2006
 KV6943
 KV6943  HISTORY     - Date     Condition        Report By
 KV6943  HISTORY     - 1991     MONUMENTED       NJGS
 KV6943  HISTORY     - 19920123 GOOD
 KV6943  HISTORY     - 19930309 GOOD             NJGS
 KV6943  HISTORY     - 20040311 GOOD             GEOCAC
 KV6943  HISTORY     - 20060117 GOOD             AASCO
 KV6943
 KV6943                          STATION DESCRIPTION
 KV6943
 KV6943'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6943'THE STATION IS LOCATED IN MANALAPAN TOWNSHIP ON THE SOUTHEAST CORNER
 KV6943'OF THE INTERSECTION OF IRON ORE ROAD, COUNTY ROAD 527 AND DAUM ROAD.
 KV6943'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 33 AND
 KV6943'IRON ORE ROAD, COUNTY ROAD 527, GO NORTHEAST ON COUNTY ROAD 527 FOR
 KV6943'1.9 MI (3.1 KM) TO THE STATION ON THE RIGHT.  THE STATION IS 12.2 M
 KV6943'(40.0 FT) SOUTHEAST FROM THE CENTERLINE OF COUNTY ROAD 527, 9.5 M
 KV6943'(31.2 FT) NORTHEAST FROM THE CENTERLINE OF DAUM ROAD, 6.0 M
 KV6943'(19.7 FT) NORTH NORTHWEST FROM A STOP SIGN, 15.15 M. NORTHEAST FROM
 KV6943'POLE BT 2737 MLP LOCATED ON THE SOUTHWEST SIDE OF DAUM ROAD AND 21.3
 KV6943'M (69.9 FT) EAST NORTHEAST FROM POLE BT 2292 MLP LOCATED ON THE
 KV6943'NORTHWEST SIDE OF COUNTY ROAD 527 IN FRONT OF HOUSE NUMBER 107. THE
 KV6943'STATION IS SET FLUSH WITH THE GROUND.
 KV6943
 KV6943                          STATION RECOVERY (1992)
 KV6943
 KV6943'RECOVERED 1992
 KV6943'RECOVERED IN GOOD CONDITION.
 KV6943
 KV6943                          STATION RECOVERY (1993)
 KV6943
 KV6943'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6943'RECOVERED IN GOOD CONDITION.
 KV6943
 KV6943                          STATION RECOVERY (2004)
 KV6943
 KV6943'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 KV6943'IRON ORE ROAD, MENTIONED AS ROUTE 527 IN THE 1991 DESCRIPTION, IS NOW
 KV6943'KNOWN AS ROUTE 527-A.
 KV6943
 KV6943                          STATION RECOVERY (2006)
 KV6943
 KV6943'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV6943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6959 ***********************************************************************
 KV6959  DESIGNATION -  13 C 4
 KV6959  PID         -  KV6959
 KV6959  STATE/COUNTY-  NJ/MONMOUTH
 KV6959  USGS QUAD   -  ADELPHIA (1981)
 KV6959
 KV6959                         *CURRENT SURVEY CONTROL
 KV6959  ___________________________________________________________________
 KV6959* NAD 83(1996)-  40 13 00.33482(N)    074 20 27.93845(W)     ADJUSTED  
 KV6959* NAVD 88     -        46.6    (meters)     153.     (feet)  GPS OBS   
 KV6959  ___________________________________________________________________
 KV6959  X           -   1,316,408.078 (meters)                     COMP
 KV6959  Y           -  -4,696,197.932 (meters)                     COMP
 KV6959  Z           -   4,096,402.845 (meters)                     COMP
 KV6959  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 KV6959  ELLIP HEIGHT-          14.26  (meters)          (10/23/02) GPS OBS
 KV6959  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV6959
 KV6959  HORZ ORDER  -  FIRST
 KV6959  ELLP ORDER  -  FOURTH    CLASS I
 KV6959
 KV6959.The horizontal coordinates were established by GPS observations
 KV6959.and adjusted by the National Geodetic Survey in May 1999..
 KV6959
 KV6959.The orthometric height was determined by GPS observations and a
 KV6959.high-resolution geoid model.
 KV6959
 KV6959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6959
 KV6959.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6959
 KV6959.The ellipsoidal height was determined by GPS observations
 KV6959.and is referenced to NAD 83.
 KV6959
 KV6959.The geoid height was determined by GEOID03.
 KV6959
 KV6959;                    North         East     Units Scale Factor Converg.
 KV6959;SPC NJ       -   153,592.394   163,525.241   MT  0.99990225   +0 06 09.4
 KV6959;SPC NJ       -   503,911.05    536,499.06   sFT  0.99990225   +0 06 09.4
 KV6959;UTM  18      - 4,452,024.034   556,065.980   MT  0.99963869   +0 25 31.6
 KV6959
 KV6959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6959!SPC NJ       -   0.99999776  x   0.99990225  =   0.99990001
 KV6959!UTM  18      -   0.99999776  x   0.99963869  =   0.99963645
 KV6959
 KV6959                          SUPERSEDED SURVEY CONTROL
 KV6959
 KV6959  NAD 83(1986)-  40 13 00.33573(N)    074 20 27.94050(W) AD(       ) 1
 KV6959
 KV6959.Superseded values are not recommended for survey control.
 KV6959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6959.See file dsdata.txt to determine how the superseded data were derived.
 KV6959
 KV6959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5606652024(NAD 83)
 KV6959_MARKER: DD = SURVEY DISK
 KV6959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6959_SP_SET: CONCRETE POST
 KV6959_STAMPING: 13 C 4 1991
 KV6959_MARK LOGO: NJGS  
 KV6959_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6959+STABILITY: SURFACE MOTION
 KV6959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6959+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1993
 KV6959
 KV6959  HISTORY     - Date     Condition        Report By
 KV6959  HISTORY     - 1991     MONUMENTED       NJGS
 KV6959  HISTORY     - 19930629 GOOD
 KV6959  HISTORY     - 19980120 GOOD             USPSQD
 KV6959
 KV6959                          STATION DESCRIPTION
 KV6959
 KV6959'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6959'THE STATION IS LOCATED IN FREEHOLD TOWNSHIP AT THE FORKED INTERSECTION
 KV6959'OF FREEHOLD SMITHBURG ROAD, COUNTY ROAD 537 AND ELTON ADELPHIA ROAD,
 KV6959'COUNTY ROAD 524.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV6959'COUNTY ROAD 527 AND COUNTY ROAD 537 IN SMITHBURG, GO 0.85 MI
 KV6959'(1.37 KM) NORTHEAST TO THE WYE JUNCTION AND THE STATION AHEAD ON THE
 KV6959'FORK.  THE STATION IS 7.8 M (25.6 FT) SOUTH SOUTHEAST FROM THE
 KV6959'SOUTHEAST EDGE OF PAVING OF COUNTY ROAD 537, 12.1 M (39.7 FT) SOUTH
 KV6959'SOUTHEAST FROM THE CENTERLINE OF COUNTY ROAD 537, 14.4 M (47.2 FT)
 KV6959'NORTH NORTHWEST FROM THE NORTHWEST EDGE OF PAVING OF COUNTY ROAD 524,
 KV6959'17.9 M (58.7 FT) NORTH NORTHWEST FROM THE CENTERLINE OF COUNTY ROAD
 KV6959'524, 23.7 M (77.8 FT) NORTH NORTHWEST FROM POLE NUMBER BT 3421 FT,
 KV6959'3.9 M (12.8 FT) NORTHEAST FROM THE NORTH POST FOR A HANGING BANNER,
 KV6959'19.8 M (65.0 FT) WEST SOUTHWEST FROM THE CENTER SIGN POST FOR RONNIES
 KV6959'RESTAURANT AND 32.2 M (105.6 FT) WEST FROM THE NORTHWEST CORNER OF
 KV6959'THE RESTAURANT BUILDING.  THE STATION IS SET FLUSH WITH THE GROUND.
 KV6959
 KV6959                          STATION RECOVERY (1993)
 KV6959
 KV6959'RECOVERED 1993
 KV6959'RECOVERED IN GOOD CONDITION.
 KV6959
 KV6959                          STATION RECOVERY (1998)
 KV6959
 KV6959'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV6959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6960 ***********************************************************************
 KV6960  DESIGNATION -  13 C 5
 KV6960  PID         -  KV6960
 KV6960  STATE/COUNTY-  NJ/MONMOUTH
 KV6960  USGS QUAD   -  FARMINGDALE (1989)
 KV6960
 KV6960                         *CURRENT SURVEY CONTROL
 KV6960  ___________________________________________________________________
 KV6960* NAD 83(1996)-  40 13 35.90423(N)    074 08 46.42606(W)     ADJUSTED  
 KV6960* NAVD 88     -        34.2    (meters)     112.     (feet)  GPS OBS   
 KV6960  ___________________________________________________________________
 KV6960  X           -   1,332,176.173 (meters)                     COMP
 KV6960  Y           -  -4,691,002.893 (meters)                     COMP
 KV6960  Z           -   4,097,232.421 (meters)                     COMP
 KV6960  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 KV6960  ELLIP HEIGHT-           1.68  (meters)          (10/23/02) GPS OBS
 KV6960  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KV6960
 KV6960  HORZ ORDER  -  FIRST
 KV6960  ELLP ORDER  -  FOURTH    CLASS I
 KV6960
 KV6960.The horizontal coordinates were established by GPS observations
 KV6960.and adjusted by the National Geodetic Survey in May 1999..
 KV6960
 KV6960.The orthometric height was determined by GPS observations and a
 KV6960.high-resolution geoid model.
 KV6960
 KV6960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6960
 KV6960.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6960
 KV6960.The ellipsoidal height was determined by GPS observations
 KV6960.and is referenced to NAD 83.
 KV6960
 KV6960.The geoid height was determined by GEOID03.
 KV6960
 KV6960;                    North         East     Units Scale Factor Converg.
 KV6960;SPC NJ       -   154,737.308   180,106.739   MT  0.99991115   +0 13 42.5
 KV6960;SPC NJ       -   507,667.32    590,900.19   sFT  0.99991115   +0 13 42.5
 KV6960;UTM  18      - 4,453,262.059   572,636.537   MT  0.99966495   +0 33 05.0
 KV6960
 KV6960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6960!SPC NJ       -   0.99999974  x   0.99991115  =   0.99991089
 KV6960!UTM  18      -   0.99999974  x   0.99966495  =   0.99966469
 KV6960
 KV6960                          SUPERSEDED SURVEY CONTROL
 KV6960
 KV6960  ELLIP H (05/14/99)    1.66   (m)                       GP(       ) 4 1
 KV6960  NAD 83(1992)-  40 13 35.90374(N)    074 08 46.42866(W) AD(       ) 1
 KV6960  ELLIP H (05/22/95)    1.74   (m)                       GP(       ) 3 1
 KV6960  NAD 83(1986)-  40 13 35.90530(N)    074 08 46.42884(W) AD(       ) 1
 KV6960
 KV6960.Superseded values are not recommended for survey control.
 KV6960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6960.See file dsdata.txt to determine how the superseded data were derived.
 KV6960
 KV6960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7263753262(NAD 83)
 KV6960_MARKER: DD = SURVEY DISK
 KV6960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6960_SP_SET: CONCRETE POST
 KV6960_STAMPING: 13 C 5 1993
 KV6960_MARK LOGO: NJGS  
 KV6960_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6960+STABILITY: SURFACE MOTION
 KV6960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6960+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2001
 KV6960
 KV6960  HISTORY     - Date     Condition        Report By
 KV6960  HISTORY     - 1993     MONUMENTED       NJGS
 KV6960  HISTORY     - 19931124 GOOD             NJGS
 KV6960  HISTORY     - 20011015 GOOD             NJGS
 KV6960
 KV6960                          STATION DESCRIPTION
 KV6960
 KV6960'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV6960'THE STATION IS LOCATED IN HOWELL TOWNSHIP AT THE INTERSECTION OF STATE
 KV6960'HIGHWAY 33 AND STATE HIGHWAY 34.  TO REACH THE STATION FROM THE
 KV6960'INTERSECTION OF STATE HIGHWAY 33 AND COLTS NECK ROAD, GO EAST ON
 KV6960'STATE HIGHWAY 33 FOR 1.3 MI (2.1 KM) TO THE STATION ON THE LEFT, SET
 KV6960'FLUSH WITH THE GROUND IN A TRIANGULAR GRASS ISLAND.  THE STATION IS
 KV6960'8.0 M (26.2 FT) SOUTHWEST FROM THE NORTHEAST NOSE OF THE ISLAND, 9.6
 KV6960'M (31.5 FT) NORTHWEST FROM THE SOUTHEAST NOSE OF THE ISLAND, 27.3 M
 KV6960'(89.6 FT) EAST FROM THE WEST NOSE OF THE ISLAND, 16.5 M (54.1 FT)
 KV6960'EAST FROM AN INLET ON THE SOUTH SIDE OF THE ISLAND, 4.2 M (13.8 FT)
 KV6960'NORTH FROM THE NORTH CURBLINE OF STATE HIGHWAY 33 EASTBOUND AND 5.8 M
 KV6960'(19.0 FT) SOUTH SOUTHEAST FROM THE SOUTH CURBLINE OF STATE HIGHWAY 33
 KV6960'WESTBOUND.
 KV6960
 KV6960                          STATION RECOVERY (1993)
 KV6960
 KV6960'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (FAC)
 KV6960'THE STATION IS LOCATED IN HOWELL TOWNSHIP AT THE INTERSECTION OF STATE
 KV6960'HIGHWAY 33 AND STATE HIGHWAY 34.  TO REACH THE STATION FROM THE
 KV6960'INTERSECTION OF STATE HIGHWAY 33 AND COLTS NECK ROAD, GO EAST ON STATE
 KV6960'HIGHWAY 33 FOR 1.3 MI (2.1 KM) TO THE STATION ON THE LEFT, SET FLUSH
 KV6960'WITH THE GROUND IN A TRIANGULAR GRASS ISLAND.  THE STATION IS 8.0 M
 KV6960'(26.2 FT) SOUTHWEST FROM THE NORTHEAST NOSE OF THE ISLAND, 9.6 M (31.5
 KV6960'FT) NORTHWEST FROM THE SOUTHEAST NOSE OF THE ISLAND, 27.3 M (89.6 FT)
 KV6960'EAST FROM THE WEST NOSE OF THE ISLAND, 16.5 M (54.1 FT) EAST FROM AN
 KV6960'INLET ON THE SOUTH SIDE OF THE ISLAND, 4.2 M (13.8 FT) NORTH FROM THE
 KV6960'NORTH CURBLINE OF STATE HIGHWAY 33 EASTBOUND AND 5.8 M (19.0 FT) SOUTH
 KV6960'SOUTHEAST FROM THE SOUTH CURBLINE OF STATE HIGHWAY 33 WESTBOUND.
 KV6960
 KV6960                          STATION RECOVERY (2001)
 KV6960
 KV6960'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV6960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG9901 ***********************************************************************
 DG9901  DESIGNATION -  13 C 6
 DG9901  PID         -  DG9901
 DG9901  STATE/COUNTY-  NJ/MONMOUTH
 DG9901  USGS QUAD   -  SANDY HOOK (1981)
 DG9901
 DG9901                         *CURRENT SURVEY CONTROL
 DG9901  ___________________________________________________________________
 DG9901* NAD 83(1986)-  40 24 27.     (N)    073 58 40.     (W)     SCALED    
 DG9901* NAVD 88     -         4.780  (meters)      15.68   (feet)  ADJUSTED  
 DG9901  ___________________________________________________________________
 DG9901  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DG9901  DYNAMIC HT  -           4.778 (meters)      15.68  (feet)  COMP
 DG9901  MODELED GRAV-     980,188.2   (mgal)                       NAVD 88
 DG9901
 DG9901  VERT ORDER  -  FIRST     CLASS II
 DG9901
 DG9901.The horizontal coordinates were scaled from a topographic map and have
 DG9901.an estimated accuracy of +/- 6 seconds.
 DG9901
 DG9901.The orthometric height was determined by differential leveling
 DG9901.and adjusted by the National Geodetic Survey in May 2006..
 DG9901
 DG9901.The geoid height was determined by GEOID03.
 DG9901
 DG9901.The dynamic height is computed by dividing the NAVD 88
 DG9901.geopotential number by the normal gravity value computed on the
 DG9901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9901.degrees latitude (g = 980.6199 gals.).
 DG9901
 DG9901.The modeled gravity was interpolated from observed gravity values.
 DG9901
 DG9901;                    North         East    Units  Estimated Accuracy
 DG9901;SPC NJ       -   174,890.      194,320.      MT  (+/- 180 meters Scaled)
 DG9901
 DG9901                          SUPERSEDED SURVEY CONTROL
 DG9901
 DG9901.No superseded survey control is available for this station.
 DG9901
 DG9901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK867734(NAD 83)
 DG9901_MARKER: DD = SURVEY DISK
 DG9901_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DG9901_SP_SET: SEAWALL
 DG9901_STAMPING: 13 C 6 2003
 DG9901_MARK LOGO: NJGS  
 DG9901_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9901+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2003
 DG9901
 DG9901  HISTORY     - Date     Condition        Report By
 DG9901  HISTORY     - 20030523 MONUMENTED       NJGS
 DG9901
 DG9901                          STATION DESCRIPTION
 DG9901
 DG9901'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DG9901'THE STATION IS LOCATED IN THE GATEWAY NATIONAL RECREATION AREA, SANDY
 DG9901'HOOK. THE  STATION IS SET A DRILL HOLE IN THE TOP OF THE SEAWALL AT
 DG9901'THE BAYBERRY BEACH BATHING AREA.
 DG9901' 
 DG9901'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 36 (OCEAN
 DG9901'AVENUE) AND COUNTY  ROUTE 520 (RUMSON ROAD) AT THE BRIDGE OVER THE
 DG9901'SHREWSBURY RIVER IN SEA BRIGHT, GO  ABOUT 2.0 MILES NORTH ON ROUTE 36
 DG9901'TO THE JUNCTION WITH SANDY HOOK ROAD (THE ENTRANCE  ROAD FOR THE
 DG9901'PARK), CONTINUE NORTH ON SANDY HOOK ROAD, INTO THE PARK FOR ABOUT 0.6
 DG9901'MILE  TO THE ENTRANCE DRIVEWAY TO THE BAYBERRY BEACH PAVILLION, TURN
 DG9901'INTO THE DRIVE AND GO  ABOUT 0.05 MILE IN THE PARK LOT, PAST THE
 DG9901'PAVILLION BUILDING ON THE RIGHT TO THE STATION ON  THE RIGHT, JUST
 DG9901'NORTH OF THE VEHICULAR DRIVWAY ENTRANCE TO THE BEACH.
 DG9901' 
 DG9901'THE STATION IS 74.7 M NORTHWEST OF THE WOODEN WALKWAY LEADING FROM THE
 DG9901'PAVILLION TO  THE BEACH, 10.6 M NORTHWEST OF THE VEHICULAR ACCESS
 DG9901'DRIVE TO THE BEACH, 21.0 M EAST  NORTHEAST OF THE EAST EDGE OF THE
 DG9901'PARKING LOT .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6222 ***********************************************************************
 KV6222  DESIGNATION -  13 D 1
 KV6222  PID         -  KV6222
 KV6222  STATE/COUNTY-  NJ/MONMOUTH
 KV6222  USGS QUAD   -  LONG BRANCH (1981)
 KV6222
 KV6222                         *CURRENT SURVEY CONTROL
 KV6222  ___________________________________________________________________
 KV6222* NAD 83(1996)-  40 21 46.99272(N)    074 06 42.86745(W)     ADJUSTED  
 KV6222* NAVD 88     -        22.1    (meters)      73.     (feet)  GPS OBS   
 KV6222  ___________________________________________________________________
 KV6222  X           -   1,332,301.691 (meters)                     COMP
 KV6222  Y           -  -4,680,773.327 (meters)                     COMP
 KV6222  Z           -   4,108,777.961 (meters)                     COMP
 KV6222  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 KV6222  ELLIP HEIGHT-         -10.33  (meters)          (10/23/02) GPS OBS
 KV6222  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV6222
 KV6222  HORZ ORDER  -  FIRST
 KV6222  ELLP ORDER  -  FOURTH    CLASS I
 KV6222
 KV6222.The horizontal coordinates were established by GPS observations
 KV6222.and adjusted by the National Geodetic Survey in May 1999..
 KV6222
 KV6222.The orthometric height was determined by GPS observations and a
 KV6222.high-resolution geoid model.
 KV6222
 KV6222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6222
 KV6222.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6222
 KV6222.The ellipsoidal height was determined by GPS observations
 KV6222.and is referenced to NAD 83.
 KV6222
 KV6222.The geoid height was determined by GEOID03.
 KV6222
 KV6222;                    North         East     Units Scale Factor Converg.
 KV6222;SPC NJ       -   169,895.456   182,961.270   MT  0.99991337   +0 15 04.8
 KV6222;SPC NJ       -   557,398.68    600,265.43   sFT  0.99991337   +0 15 04.8
 KV6222;UTM  18      - 4,468,432.362   575,404.791   MT  0.99966999   +0 34 30.7
 KV6222
 KV6222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6222!SPC NJ       -   1.00000162  x   0.99991337  =   0.99991499
 KV6222!UTM  18      -   1.00000162  x   0.99966999  =   0.99967161
 KV6222
 KV6222                          SUPERSEDED SURVEY CONTROL
 KV6222
 KV6222  ELLIP H (05/14/99)  -10.35   (m)                       GP(       ) 4 1
 KV6222  NAD 83(1992)-  40 21 46.99206(N)    074 06 42.86776(W) AD(       ) 1
 KV6222  ELLIP H (09/14/94)  -10.40   (m)                       GP(       ) 3 1
 KV6222  NAD 83(1986)-  40 21 46.99219(N)    074 06 42.86606(W) AD(       ) 2
 KV6222  NGVD 29 (03/28/90)   22.7    (m)           74.     (f) GPS OBS        
 KV6222
 KV6222.Superseded values are not recommended for survey control.
 KV6222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6222.See file dsdata.txt to determine how the superseded data were derived.
 KV6222
 KV6222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7540568432(NAD 83)
 KV6222_MARKER: DD = SURVEY DISK
 KV6222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6222_SP_SET: CONCRETE POST
 KV6222_STAMPING: 13 D 1 1988
 KV6222_MARK LOGO: NJGS  
 KV6222_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6222+STABILITY: SURFACE MOTION
 KV6222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6222+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1993
 KV6222
 KV6222  HISTORY     - Date     Condition        Report By
 KV6222  HISTORY     - 1988     MONUMENTED       NJGS
 KV6222  HISTORY     - 19930806 GOOD             NJGS
 KV6222
 KV6222                          STATION DESCRIPTION
 KV6222
 KV6222'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6222'TO REACH THE STATION FROM THE MIDDLETOWN TOWNSHIP MUNICIPAL COMPLEX ON
 KV6222'THE NORTHWEST CORNER OF KINGS HIGHWAY AND STATE HIGHWAY ROUTE 35, GO
 KV6222'1.1 KM (1.77 MI) WEST ON KINGS HIGHWAY, TURN LEFT, SOUTH, ONTO CHURCH
 KV6222'STREET, COUNTY ROUTE 50, MIDDLETOWN LINCROFT ROAD, AND GO 3.4 KM
 KV6222'(5.47 MI) , CROSSING THE NEW JERSEY TRANSIT RAILROAD LINE AT 0.4 KM
 KV6222'(0.64 MI) , TO SWAMP NUT ROAD.  TURN LEFT, EAST, ONTO SWAMP NUT ROAD,
 KV6222'COUNTY ROUTE 12, AND GO 0.6 KM (0.97 MI) , CROSSING THE NAVAL WEAPONS
 KV6222'STATION EARLE RAIL LINE, TO MARK ON  THE RIGHT.  THE MARK IS LOCATED
 KV6222'2.35 M (7.71 FT) SOUTH OF THE SOUTH CURBLINE OF SWAMP NUT ROAD, 0.95
 KV6222'M (3.12 FT) NORTH OF THE NORTH EDGE OF THE SIDEWALK, 64.0 M
 KV6222'(209.97 FT) EAST OF THE EAST RAIL OF TWO RAILS OF THE NAVAL RAILROAD,
 KV6222'29.7 M (97.44 FT) EAST OF THE WEST END OF THE CONCRETE SIDEWALK, 19.6
 KV6222'M (64.30 FT) SOUTHEAST OF POLE JC 3541, 50.2 M (164.70 FT) WEST OF
 KV6222'THE NORTH SIGN POST OF BROOK MEADOWS, 10.5 M (34.45 FT) WEST OF THE
 KV6222'CENTERLINE EXTENDED OF THE DRIVEWAY TO HOUSE NUMBERED 562 AND SET
 KV6222'FLUSH WITH GROUND.
 KV6222
 KV6222                          STATION RECOVERY (1993)
 KV6222
 KV6222'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6222'THE STATION IS LOCATED IN MIDDLETOWN TOWNSHIP. TO REACH THE STATION
 KV6222'FROM THE MIDDLETOWN TOWNSHIP MUNICIPAL COMPLEX ON THE NORTHWEST
 KV6222'CORNER OF KINGS HIGHWAY AND STATE ROUTE 35, GO 1.1 KM (0.7 MI) WEST
 KV6222'ON KINGS HIGHWAY, TURN LEFT, ONTO CHURCH STREET, COUNTY ROUTE 50,
 KV6222'MIDDLETOWN LINCROFT ROAD, AND GO SOUTH 3.4 KM (2.1 MI) , CROSSING THE
 KV6222'NEW JERSEY TRANSIT RAILROAD LINE AT 0.4 KM (0.2 MI) , TO SWAMP NUT
 KV6222'ROAD, TURN LEFT, ONTO SWAMP NUT ROAD, COUNTY ROUTE 12, AND GO EAST
 KV6222'0.6 KM (0.4 MI) , CROSSING THE NAVAL WEAPONS STATION EARLE RAIL LINE
 KV6222'TO MARK ON THE RIGHT.  THE MARK IS LOCATED 2.35 M (7.71 FT) SOUTH OF
 KV6222'THE SOUTH CURBLINE OF SWAMP NUT ROAD, 0.95 M (3.12 FT) NORTH OF THE
 KV6222'NORTH EDGE OF THE SIDEWALK, 64.0 M (210.0 FT) EAST OF THE EAST RAIL
 KV6222'OF TWO RAILS OF THE NAVAL RAILROAD, 29.7 M (97.4 FT) EAST OF THE WEST
 KV6222'END OF THE CONCRETE SIDEWALK, 19.6 M (64.3 FT) SOUTHEAST OF POLE JC
 KV6222'3541, 50.2 M (164.7 FT) WEST OF THE NORTH SIGN POST OF BROOK MEADOWS,
 KV6222'10.5 M (34.4 FT) WEST OF THE CENTERLINE EXTENDED OF THE DRIVEWAY TO
 KV6222'HOUSE NUMBERED 562 AND SET FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6293 ***********************************************************************
 KV6293  DESIGNATION -  13 D 2
 KV6293  PID         -  KV6293
 KV6293  STATE/COUNTY-  NJ/MONMOUTH
 KV6293  USGS QUAD   -  FARMINGDALE (1989)
 KV6293
 KV6293                         *CURRENT SURVEY CONTROL
 KV6293  ___________________________________________________________________
 KV6293* NAD 83(1996)-  40 10 00.67022(N)    074 13 14.99889(W)     ADJUSTED  
 KV6293* NAVD 88     -        44.235  (meters)     145.13   (feet)  ADJUSTED  
 KV6293  ___________________________________________________________________
 KV6293  X           -   1,327,234.208 (meters)                     COMP
 KV6293  Y           -  -4,696,864.090 (meters)                     COMP
 KV6293  Z           -   4,092,168.017 (meters)                     COMP
 KV6293  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 KV6293  ELLIP HEIGHT-          11.66  (meters)          (10/23/02) GPS OBS
 KV6293  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KV6293  DYNAMIC HT  -          44.216 (meters)     145.07  (feet)  COMP
 KV6293  MODELED GRAV-     980,194.1   (mgal)                       NAVD 88
 KV6293
 KV6293  HORZ ORDER  -  FIRST
 KV6293  VERT ORDER  -  FIRST     CLASS II
 KV6293  ELLP ORDER  -  FOURTH    CLASS I
 KV6293
 KV6293.The horizontal coordinates were established by GPS observations
 KV6293.and adjusted by the National Geodetic Survey in May 1999..
 KV6293
 KV6293.The orthometric height was determined by differential leveling
 KV6293.and adjusted by the National Geodetic Survey in June 1991..
 KV6293
 KV6293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6293
 KV6293.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6293
 KV6293.The ellipsoidal height was determined by GPS observations
 KV6293.and is referenced to NAD 83.
 KV6293
 KV6293.The geoid height was determined by GEOID03.
 KV6293
 KV6293.The dynamic height is computed by dividing the NAVD 88
 KV6293.geopotential number by the normal gravity value computed on the
 KV6293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6293.degrees latitude (g = 980.6199 gals.).
 KV6293
 KV6293.The modeled gravity was interpolated from observed gravity values.
 KV6293
 KV6293;                    North         East     Units Scale Factor Converg.
 KV6293;SPC NJ       -   148,076.632   173,778.658   MT  0.99990696   +0 10 48.2
 KV6293;SPC NJ       -   485,814.75    570,138.81   sFT  0.99990696   +0 10 48.2
 KV6293;UTM  18      - 4,446,567.516   566,347.644   MT  0.99965419   +0 30 09.3
 KV6293
 KV6293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6293!SPC NJ       -   0.99999817  x   0.99990696  =   0.99990513
 KV6293!UTM  18      -   0.99999817  x   0.99965419  =   0.99965236
 KV6293
 KV6293:                Primary Azimuth Mark                     Grid Az
 KV6293:SPC NJ       -  13 D 5                                   004 18 48.6
 KV6293:UTM  18      -  13 D 5                                   003 59 27.5
 KV6293
 KV6293|---------------------------------------------------------------------|
 KV6293| PID    Reference Object                     Distance      Geod. Az  |
 KV6293|                                                           dddmmss.s |
 KV6293| KV6962 13 D 5                              APPROX. 1.8 KM 0042936.8 |
 KV6293|---------------------------------------------------------------------|
 KV6293
 KV6293                          SUPERSEDED SURVEY CONTROL
 KV6293
 KV6293  NAD 83(1986)-  40 10 00.67125(N)    074 13 15.00134(W) AD(       ) 1
 KV6293  NAVD 88 (02/25/94)   44.23   (m)          145.1    (f) LEVELING    3  
 KV6293  NGVD 29 (01/10/92)   44.561  (m)          146.20   (f) ADJUSTED    1 2
 KV6293
 KV6293.Superseded values are not recommended for survey control.
 KV6293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6293.See file dsdata.txt to determine how the superseded data were derived.
 KV6293
 KV6293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6634846568(NAD 83)
 KV6293_MARKER: DD = SURVEY DISK
 KV6293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6293_SP_SET: CONCRETE POST
 KV6293_STAMPING: 13 D 2 1989
 KV6293_MARK LOGO: NJGS  
 KV6293_PROJECTION: FLUSH
 KV6293_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6293+STABILITY: SURFACE MOTION
 KV6293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6293+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6293
 KV6293  HISTORY     - Date     Condition        Report By
 KV6293  HISTORY     - 1989     MONUMENTED       NJDT
 KV6293  HISTORY     - 19890619 GOOD             NJGS
 KV6293  HISTORY     - 19921221 GOOD             NJGS
 KV6293  HISTORY     - 19930617 GOOD
 KV6293  HISTORY     - 20020202 GOOD             NJGS
 KV6293
 KV6293                          STATION DESCRIPTION
 KV6293
 KV6293'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6293'THE STATION IS IN HOWELL TOWNSHIP, IN THE GRASS MEDIAN OF INTERSTATE
 KV6293'ROUTE I195, JUST NORTHEAST OF THE BLUE ALDRIDGE WATER STANDPIPE ON
 KV6293'THE SOUTH SIDE OF I195.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6293'U.S.HIGHWAY ROUTE 9 AND INTERSTATE ROUTE I195, GO EAST ON I195 FOR
 KV6293'1.35 KM (0.84 MI) TO THE STATION ON THE LEFT, 1.95 M (6.40 FT) SOUTH
 KV6293'FROM THE EDGE OF THE WEST BOUND LANES, 12.8 M (42.0 FT) NORTH FROM
 KV6293'THE EDGE OF THE EASTBOUND LANES, 52 M (170.6 FT) NORTHWEST FROM
 KV6293'MILEPOST 28.0 ON THE EASTBOUND LANES, 47.15 M (154.69 FT) WEST
 KV6293'SOUTHWEST FROM MILEPOST 28.0 ON THE WESTBOUND LANES, 64.95 M (213.09
 KV6293'FT) WEST NORTHWEST FROM AN E TYPE INLET IN THE MEDIAN, 37.7 M (123.7
 KV6293'FT) WEST FROM A KEEP RIGHT EXCEPT TO PASS SIGN IN THE MEDIAN, 51 M
 KV6293'(167.3 FT) NORTHWEST FROM AN A TYPE INLET AT MILEPOST 28.0 ON THE
 KV6293'EASTBOUND LANES AND SET FLUSH WITH THE GROUND.
 KV6293
 KV6293                          STATION RECOVERY (1992)
 KV6293
 KV6293'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV6293'RECOVERED IN GOOD CONDITION.
 KV6293
 KV6293                          STATION RECOVERY (1993)
 KV6293
 KV6293'RECOVERED 1993
 KV6293'RECOVERED IN GOOD CONDITION.
 KV6293
 KV6293                          STATION RECOVERY (2002)
 KV6293
 KV6293'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6293'RECOVERED WITH THE FOLLOWING ADDITIONS.  THE STATION IS 45.7 M WEST
 KV6293'ALONG THE MEDIAN
 KV6293'FROM MILE POST 28.0 AND 0.25 M NORTH FROM A METAL WITNESS POST.
 KV6293' 
 KV6293' 
 KV6293'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF5255 ***********************************************************************
 DF5255  DESIGNATION -  13 D 3
 DF5255  PID         -  DF5255
 DF5255  STATE/COUNTY-  NJ/MONMOUTH
 DF5255  USGS QUAD   -  ROOSEVELT (1981)
 DF5255
 DF5255                         *CURRENT SURVEY CONTROL
 DF5255  ___________________________________________________________________
 DF5255* NAD 83(1996)-  40 11 28.19558(N)    074 25 48.40930(W)     ADJUSTED  
 DF5255* NAVD 88     -        69.8    (meters)     229.     (feet)  GPS OBS   
 DF5255  ___________________________________________________________________
 DF5255  X           -   1,309,607.233 (meters)                     COMP
 DF5255  Y           -  -4,700,021.797 (meters)                     COMP
 DF5255  Z           -   4,094,247.258 (meters)                     COMP
 DF5255  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 DF5255  ELLIP HEIGHT-          37.44  (meters)          (04/17/03) GPS OBS
 DF5255  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 DF5255
 DF5255  HORZ ORDER  -  FIRST
 DF5255  ELLP ORDER  -  THIRD     CLASS I
 DF5255
 DF5255.The horizontal coordinates were established by GPS observations
 DF5255.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DF5255
 DF5255.The orthometric height was determined by GPS observations and a
 DF5255.high-resolution geoid model.
 DF5255
 DF5255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5255
 DF5255.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5255
 DF5255.The ellipsoidal height was determined by GPS observations
 DF5255.and is referenced to NAD 83.
 DF5255
 DF5255.The geoid height was determined by GEOID03.
 DF5255
 DF5255;                    North         East     Units Scale Factor Converg.
 DF5255;SPC NJ       -   150,740.963   155,950.591   MT  0.99990044   +0 02 42.4
 DF5255;SPC NJ       -   494,555.98    511,647.90   sFT  0.99990044   +0 02 42.4
 DF5255;UTM  18      - 4,449,130.753   548,509.535   MT  0.99962897   +0 22 04.0
 DF5255
 DF5255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5255!SPC NJ       -   0.99999413  x   0.99990044  =   0.99989457
 DF5255!UTM  18      -   0.99999413  x   0.99962897  =   0.99962310
 DF5255
 DF5255                          SUPERSEDED SURVEY CONTROL
 DF5255
 DF5255.No superseded survey control is available for this station.
 DF5255
 DF5255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4851049131(NAD 83)
 DF5255_MARKER: DD = SURVEY DISK
 DF5255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5255_STAMPING: 13 D 3 1991
 DF5255_MARK LOGO: NJGS  
 DF5255_PROJECTION: FLUSH
 DF5255_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5255+STABILITY: SURFACE MOTION
 DF5255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5255+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DF5255
 DF5255  HISTORY     - Date     Condition        Report By
 DF5255  HISTORY     - 1991     MONUMENTED       NJGS
 DF5255  HISTORY     - 20020202 GOOD             NJGS
 DF5255
 DF5255                          STATION DESCRIPTION
 DF5255
 DF5255'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DF5255'THE STATION IS LOCATED IN MILLSTONE TOWNSHIP ON THE NORTHEAST SIDE OF
 DF5255'STAGE COACH
 DF5255'ROAD, COUNTY ROAD 524 EAST, AT THE FIVE POINT INTERSECTION OF
 DF5255'MILLSTONE ROAD,PAINT
 DF5255'ISLAND SPRING ROAD, AND STAGE COACH ROAD.  TO REACH THE STATION FROM
 DF5255'THE JUNCTION OF
 DF5255'INTERSTATE HIGHWAY 195 EXIT 16 AND COUNTY ROAD 537, MONMOUTH ROAD IN
 DF5255'BURKESVILLE, GO
 DF5255'0.6 MI NORTHEAST ON COUNTY ROAD 537 TO THE INTERSECTION WITH MILLSTONE
 DF5255'ROAD ON THE
 DF5255'LEFT.  TURN LEFT AND GO 1.9 MI ON MILLSTONE ROAD TO THE FIVE POINTS
 DF5255'INTERSECTION AND THE
 DF5255'STATION AHEAD ON THE RIGHT.
 DF5255' 
 DF5255'THE STATION IS 11.9 M NORTH NORTHEAST FROM THE CENTERLINE OF COUNTY
 DF5255'ROAD 524, 20.1 M
 DF5255'EAST NORTHEAST FROM THE CENTERLINE OF MILLSTONE ROAD, 16.1 M NORTHEAST
 DF5255'FROM WOOD
 DF5255'UTILITY POLE NUMBER JC 2536 ME, 28.9 M NORTH NORTHEAST FROM WOOD
 DF5255'UTILITY POLE NUMBER
 DF5255'BT206 2D, 28.3 M WEST NORTHWEST FROM FROM A SIGN FOR COUNTY ROAD 524
 DF5255'EAST, AND 7.5 M
 DF5255'NORTH NORTHWEST FROM A GAS VALVE AT THE NORTH EDGE OF PAVING OF COUNTY
 DF5255'ROAD 524
 DF5255'EAST.  THE STATION IS SET FLUSH WITH THE GROUND.
 DF5255'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6961 ***********************************************************************
 KV6961  DESIGNATION -  13 D 4
 KV6961  PID         -  KV6961
 KV6961  STATE/COUNTY-  NJ/MONMOUTH
 KV6961  USGS QUAD   -  ADELPHIA (1981)
 KV6961
 KV6961                         *CURRENT SURVEY CONTROL
 KV6961  ___________________________________________________________________
 KV6961* NAD 83(1996)-  40 10 46.33909(N)    074 20 02.66357(W)     ADJUSTED  
 KV6961* NAVD 88     -        42.9    (meters)     141.     (feet)  GPS OBS   
 KV6961  ___________________________________________________________________
 KV6961  X           -   1,317,703.051 (meters)                     COMP
 KV6961  Y           -  -4,698,602.252 (meters)                     COMP
 KV6961  Z           -   4,093,243.551 (meters)                     COMP
 KV6961  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 KV6961  ELLIP HEIGHT-          10.45  (meters)          (10/23/02) GPS OBS
 KV6961  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV6961
 KV6961  HORZ ORDER  -  FIRST
 KV6961  ELLP ORDER  -  FOURTH    CLASS I
 KV6961
 KV6961.The horizontal coordinates were established by GPS observations
 KV6961.and adjusted by the National Geodetic Survey in May 1999..
 KV6961
 KV6961.The orthometric height was determined by GPS observations and a
 KV6961.high-resolution geoid model.
 KV6961
 KV6961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6961
 KV6961.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6961
 KV6961.The ellipsoidal height was determined by GPS observations
 KV6961.and is referenced to NAD 83.
 KV6961
 KV6961.The geoid height was determined by GEOID03.
 KV6961
 KV6961;                    North         East     Units Scale Factor Converg.
 KV6961;SPC NJ       -   149,460.932   164,130.540   MT  0.99990246   +0 06 25.4
 KV6961;SPC NJ       -   490,356.41    538,484.95   sFT  0.99990246   +0 06 25.4
 KV6961;UTM  18      - 4,447,897.134   556,694.375   MT  0.99963957   +0 25 46.8
 KV6961
 KV6961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6961!SPC NJ       -   0.99999836  x   0.99990246  =   0.99990082
 KV6961!UTM  18      -   0.99999836  x   0.99963957  =   0.99963793
 KV6961
 KV6961                          SUPERSEDED SURVEY CONTROL
 KV6961
 KV6961  NAD 83(1986)-  40 10 46.34008(N)    074 20 02.66559(W) AD(       ) 1
 KV6961
 KV6961.Superseded values are not recommended for survey control.
 KV6961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6961.See file dsdata.txt to determine how the superseded data were derived.
 KV6961
 KV6961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5669447897(NAD 83)
 KV6961_MARKER: DD = SURVEY DISK
 KV6961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6961_SP_SET: CONCRETE POST
 KV6961_STAMPING: 13 D 4 1991
 KV6961_MARK LOGO: NJGS  
 KV6961_PROJECTION: FLUSH
 KV6961_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6961+STABILITY: SURFACE MOTION
 KV6961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6961+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6961
 KV6961  HISTORY     - Date     Condition        Report By
 KV6961  HISTORY     - 1991     MONUMENTED       NJGS
 KV6961  HISTORY     - 19930701 GOOD
 KV6961  HISTORY     - 20020202 GOOD             NJGS
 KV6961
 KV6961                          STATION DESCRIPTION
 KV6961
 KV6961'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6961'THE STATION IS LOCATED IN FREEHOLD TOWNSHIP, WITHIN THE BOUNDARY OF
 KV6961'THE NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION, TURKEY SWAMP
 KV6961'WILDLIFE MANAGEMENT AREA, ON THE NORTHEAST SIDE OF ELY HARMONY ROAD.
 KV6961'TO REACH THE STATION FROM THE JUNCTION OF MONMOUTH ROAD, COUNTY ROAD
 KV6961'537 AND SILOAM ROAD, COUNTY ROAD 527, IN SMITHBURG, GO 1.7 MI
 KV6961'(2.7 KM) SOUTH ON SILOAM ROAD TO THE JUNCTION WITH ELY HARMONY ROAD.
 KV6961'TURN LEFT AND GO 0.9 MI (1.4 KM) EAST SOUTHEAST ON ELY HARMONY ROAD
 KV6961'TO THE STATION ON THE LEFT.  THE STATION IS 6.0 M (19.7 FT) NORTHEAST
 KV6961'FROM THE NORTHEAST EDGE OF PAVING OF ELY HARMONY ROAD, 9.5 M
 KV6961'(31.2 FT) NORTHEAST FROM THE CENTERLINE OF ELY HARMONY ROAD, 22.4 M
 KV6961'(73.5 FT) NORTHWEST FROM THE NORTH SIGN POST FOR TURKEY SWAMP PARK,
 KV6961'14.6 M (47.9 FT) NORTH NORTHEAST FROM A 40 SPEED LIMIT SIGN AND 42.0
 KV6961'M (137.8 FT) EAST SOUTHEAST FROM POLE NUMBER JC 1855 FT.  THE STATION
 KV6961'IS SET FLUSH WITH THE GROUND IN A RECTANGULAR CLEARING.
 KV6961
 KV6961                          STATION RECOVERY (1993)
 KV6961
 KV6961'RECOVERED 1993
 KV6961'RECOVERED IN GOOD CONDITION.
 KV6961
 KV6961                          STATION RECOVERY (2002)
 KV6961
 KV6961'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6961'RECOVERED AS DESCRIBED
 KV6961'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6962 ***********************************************************************
 KV6962  DESIGNATION -  13 D 5
 KV6962  PID         -  KV6962
 KV6962  STATE/COUNTY-  NJ/MONMOUTH
 KV6962  USGS QUAD   -  FARMINGDALE (1989)
 KV6962
 KV6962                         *CURRENT SURVEY CONTROL
 KV6962  ___________________________________________________________________
 KV6962* NAD 83(1996)-  40 10 58.01993(N)    074 13 09.12267(W)     ADJUSTED  
 KV6962* NAVD 88     -        33.2    (meters)     109.     (feet)  GPS OBS   
 KV6962  ___________________________________________________________________
 KV6962  X           -   1,327,055.389 (meters)                     COMP
 KV6962  Y           -  -4,695,720.065 (meters)                     COMP
 KV6962  Z           -   4,093,512.506 (meters)                     COMP
 KV6962  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 KV6962  ELLIP HEIGHT-           0.68  (meters)          (10/23/02) GPS OBS
 KV6962  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KV6962
 KV6962  HORZ ORDER  -  FIRST
 KV6962  ELLP ORDER  -  FOURTH    CLASS I
 KV6962
 KV6962.The horizontal coordinates were established by GPS observations
 KV6962.and adjusted by the National Geodetic Survey in May 1999..
 KV6962
 KV6962.The orthometric height was determined by GPS observations and a
 KV6962.high-resolution geoid model.
 KV6962
 KV6962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6962
 KV6962.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6962
 KV6962.The ellipsoidal height was determined by GPS observations
 KV6962.and is referenced to NAD 83.
 KV6962
 KV6962.The geoid height was determined by GEOID03.
 KV6962
 KV6962;                    North         East     Units Scale Factor Converg.
 KV6962;SPC NJ       -   149,845.785   173,912.099   MT  0.99990704   +0 10 52.2
 KV6962;SPC NJ       -   491,619.05    570,576.61   sFT  0.99990704   +0 10 52.2
 KV6962;UTM  18      - 4,448,336.945   566,471.091   MT  0.99965439   +0 30 13.7
 KV6962
 KV6962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6962!SPC NJ       -   0.99999989  x   0.99990704  =   0.99990693
 KV6962!UTM  18      -   0.99999989  x   0.99965439  =   0.99965428
 KV6962
 KV6962:                Primary Azimuth Mark                     Grid Az
 KV6962:SPC NJ       -  13 D 2                                   184 18 48.4
 KV6962:UTM  18      -  13 D 2                                   183 59 26.9
 KV6962
 KV6962|---------------------------------------------------------------------|
 KV6962| PID    Reference Object                     Distance      Geod. Az  |
 KV6962|                                                           dddmmss.s |
 KV6962| KV6293 13 D 2                              APPROX. 1.8 KM 1842940.6 |
 KV6962|---------------------------------------------------------------------|
 KV6962
 KV6962                          SUPERSEDED SURVEY CONTROL
 KV6962
 KV6962  ELLIP H (05/14/99)    0.67   (m)                       GP(       ) 4 1
 KV6962  NAD 83(1986)-  40 10 58.02097(N)    074 13 09.12519(W) AD(       ) 1
 KV6962
 KV6962.Superseded values are not recommended for survey control.
 KV6962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6962.See file dsdata.txt to determine how the superseded data were derived.
 KV6962
 KV6962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6647148337(NAD 83)
 KV6962_MARKER: DD = SURVEY DISK
 KV6962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6962_SP_SET: CONCRETE POST
 KV6962_STAMPING: 13 D 5 1993
 KV6962_MARK LOGO: NJGS  
 KV6962_PROJECTION: FLUSH
 KV6962_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6962+STABILITY: SURFACE MOTION
 KV6962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6962+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6962
 KV6962  HISTORY     - Date     Condition        Report By
 KV6962  HISTORY     - 1993     MONUMENTED       NJGS
 KV6962  HISTORY     - 20020202 GOOD             NJGS
 KV6962
 KV6962                          STATION DESCRIPTION
 KV6962
 KV6962'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV6962'THE STATION IS LOCATED IN HOWELL TOWNSHIP ON THE NORTHWEST SIDE OF
 KV6962'GEORGIA TAVERN ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV6962'U.S. HIGHWAY 9 AND WEST FARMS ROAD, GO EAST ON WEST FARMS ROAD FOR
 KV6962'1.9 MI (3.1 KM) TO THE INTERSECTION WITH GEORGIA TAVERN ROAD.  TURN
 KV6962'RIGHT AND GO SOUTH ON GEORGIA TAVERN ROAD FOR 0.6 MI (1.0 KM) TO THE
 KV6962'INTERSECTION WITH THE MANASQUAN RESERVOIR AND THE STATION ON THE
 KV6962'RIGHT.  THE STAION IS 6.1 M (20.0 FT) NORTHWEST FROM THE NORTHWEST
 KV6962'EDGE OF GEORGIA TAVERN ROAD, 10.9 M (35.8 FT) NORTHWEST FROM THE
 KV6962'CENTERLINE OF GEORGIA TAVERN ROAD, 5.9 M (19.4 FT) EAST SOUTHEAST
 KV6962'FROM THE WEST CORNER OF A CONCRETE BOX CULVERT HEADWALL, 6.0 M
 KV6962'(19.7 FT) SOUTH SOUTHEAST FROM THE NORTH CORNER OF A CONCRETE BOX
 KV6962'CULVERT HEADWALL AND 5.1 M (16.7 FT) NORTHWEST FROM A STEEL BEAM
 KV6962'GUIDERAIL.
 KV6962
 KV6962                          STATION RECOVERY (2002)
 KV6962
 KV6962'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6962'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 9 AND GEORGIA
 KV6962'TAVERN ROAD,
 KV6962'JUST NORTH OF EXIT 26 OF INTERSTATE HIGHWAY 195, GO 1.5 MILES
 KV6962'MORTHEAST ON GEORGIA
 KV6962'TAVERN ROAD TO THE STATION ON THE LEFT.  THE STATION IS 4.5 M WEST
 KV6962'FROM A TWO LEGGED
 KV6962'WOODEN SIGN READING WILD HABITAT AREA DO NOT ENTER.
 KV6962'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG9900 ***********************************************************************
 DG9900  DESIGNATION -  13 D 6
 DG9900  PID         -  DG9900
 DG9900  STATE/COUNTY-  NJ/MONMOUTH
 DG9900  USGS QUAD   -  LONG BRANCH (1981)
 DG9900
 DG9900                         *CURRENT SURVEY CONTROL
 DG9900  ___________________________________________________________________
 DG9900* NAD 83(1986)-  40 22 25.     (N)    073 58 27.     (W)     SCALED    
 DG9900* NAVD 88     -         1.749  (meters)       5.74   (feet)  ADJUSTED  
 DG9900  ___________________________________________________________________
 DG9900  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DG9900  DYNAMIC HT  -           1.749 (meters)       5.74  (feet)  COMP
 DG9900  MODELED GRAV-     980,180.3   (mgal)                       NAVD 88
 DG9900
 DG9900  VERT ORDER  -  FIRST     CLASS II
 DG9900
 DG9900.The horizontal coordinates were scaled from a topographic map and have
 DG9900.an estimated accuracy of +/- 6 seconds.
 DG9900
 DG9900.The orthometric height was determined by differential leveling
 DG9900.and adjusted by the National Geodetic Survey in May 2006..
 DG9900
 DG9900.The geoid height was determined by GEOID03.
 DG9900
 DG9900.The dynamic height is computed by dividing the NAVD 88
 DG9900.geopotential number by the normal gravity value computed on the
 DG9900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9900.degrees latitude (g = 980.6199 gals.).
 DG9900
 DG9900.The modeled gravity was interpolated from observed gravity values.
 DG9900
 DG9900;                    North         East    Units  Estimated Accuracy
 DG9900;SPC NJ       -   171,130.      194,650.      MT  (+/- 180 meters Scaled)
 DG9900
 DG9900                          SUPERSEDED SURVEY CONTROL
 DG9900
 DG9900.No superseded survey control is available for this station.
 DG9900
 DG9900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK870697(NAD 83)
 DG9900_MARKER: DD = SURVEY DISK
 DG9900_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG9900_SP_SET: CURB
 DG9900_STAMPING: 13 D 6
 DG9900_MARK LOGO: NJGS  
 DG9900_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG9900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9900+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 DG9900
 DG9900  HISTORY     - Date     Condition        Report By
 DG9900  HISTORY     - 20030717 MONUMENTED       NJGS
 DG9900
 DG9900                          STATION DESCRIPTION
 DG9900
 DG9900'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DG9900'THE STATION IS LOCATED IN THE BOROUGH OF SEA BRIGHT, SET IN A DRILL
 DG9900'HOLE IN THE WEST  CURBLINE OF STATE ROUTE 36 BETWEEN HOUSE NUMBER 748
 DG9900'TO THE NORTH AND 754 TO THE  SOUTH.
 DG9900' 
 DG9900'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 36 (OCEAN
 DG9900'AVENUE) AND COUNTY  ROUTE 520 (RUMSON ROAD) AT THE BRIDGE OVER THE
 DG9900'SHREWSBURY RIVER IN SEA BRIGHT, GO  ABOUT 0.55 MILES NORTH ON ROUTE 36
 DG9900'TO THE STATION ON THE LEFT.
 DG9900' 
 DG9900'THE STATION IS 4.6 M WEST OF THE CENTERLINE OF ROUTE 36, 18.0 M
 DG9900'NORTHWEST OF A POLE WITH  NO NUMBER, 4.5 M SOUTH OF THE CENTERLINE OF
 DG9900'A DRIVEWAY TO HOUSE NUMBER 748, 3.7 M NORTH  OF THE CENTERLINE FOR A
 DG9900'DRIVEWAY OF HOUSE NUMBER 754, 3.25 M EAST OF A SERVICE POLE TO  HOUSE
 DG9900'NUMBER 754.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6223 ***********************************************************************
 KV6223  DESIGNATION -  13 E 1
 KV6223  PID         -  KV6223
 KV6223  STATE/COUNTY-  NJ/MONMOUTH
 KV6223  USGS QUAD   -  SANDY HOOK (1981)
 KV6223
 KV6223                         *CURRENT SURVEY CONTROL
 KV6223  ___________________________________________________________________
 KV6223* NAD 83(1996)-  40 25 57.18394(N)    074 06 50.78144(W)     ADJUSTED  
 KV6223* NAVD 88     -         3.3    (meters)      11.     (feet)  GPS OBS   
 KV6223  ___________________________________________________________________
 KV6223  X           -   1,330,749.193 (meters)                     COMP
 KV6223  Y           -  -4,676,000.316 (meters)                     COMP
 KV6223  Z           -   4,114,642.908 (meters)                     COMP
 KV6223  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 KV6223  ELLIP HEIGHT-         -29.07  (meters)          (10/23/02) GPS OBS
 KV6223  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV6223
 KV6223  HORZ ORDER  -  FIRST
 KV6223  ELLP ORDER  -  FOURTH    CLASS I
 KV6223
 KV6223.The horizontal coordinates were established by GPS observations
 KV6223.and adjusted by the National Geodetic Survey in May 1999..
 KV6223
 KV6223.The orthometric height was determined by GPS observations and a
 KV6223.high-resolution geoid model.
 KV6223
 KV6223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6223
 KV6223.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6223
 KV6223.The ellipsoidal height was determined by GPS observations
 KV6223.and is referenced to NAD 83.
 KV6223
 KV6223.The geoid height was determined by GEOID03.
 KV6223
 KV6223;                    North         East     Units Scale Factor Converg.
 KV6223;SPC NJ       -   177,611.064   182,740.879   MT  0.99991319   +0 15 01.0
 KV6223;SPC NJ       -   582,712.30    599,542.37   sFT  0.99991319   +0 15 01.0
 KV6223;UTM  18      - 4,476,144.722   575,140.828   MT  0.99966950   +0 34 28.5
 KV6223
 KV6223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6223!SPC NJ       -   1.00000456  x   0.99991319  =   0.99991775
 KV6223!UTM  18      -   1.00000456  x   0.99966950  =   0.99967406
 KV6223
 KV6223                          SUPERSEDED SURVEY CONTROL
 KV6223
 KV6223  ELLIP H (05/14/99)  -29.08   (m)                       GP(       ) 4 1
 KV6223  NAD 83(1996)-  40 25 57.18316(N)    074 06 50.78145(W) AD(       ) 1
 KV6223  NAD 83(1992)-  40 25 57.18316(N)    074 06 50.78155(W) AD(       ) 1
 KV6223  ELLIP H (09/14/94)  -29.15   (m)                       GP(       ) 3 1
 KV6223  NAD 83(1986)-  40 25 57.18322(N)    074 06 50.78004(W) AD(       ) 2
 KV6223  NGVD 29 (03/28/90)    3.9    (m)           13.     (f) GPS OBS        
 KV6223
 KV6223.Superseded values are not recommended for survey control.
 KV6223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6223.See file dsdata.txt to determine how the superseded data were derived.
 KV6223
 KV6223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7514176145(NAD 83)
 KV6223_MARKER: DD = SURVEY DISK
 KV6223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6223_SP_SET: CONCRETE POST
 KV6223_STAMPING: 13 E 1 1988
 KV6223_MARK LOGO: NJGS  
 KV6223_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6223+STABILITY: SURFACE MOTION
 KV6223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6223+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2001
 KV6223
 KV6223  HISTORY     - Date     Condition        Report By
 KV6223  HISTORY     - 1988     MONUMENTED       NJGS
 KV6223  HISTORY     - 19931103 GOOD             NJGS
 KV6223  HISTORY     - 20000913 GOOD             NJDEP
 KV6223  HISTORY     - 20011204 GOOD             GRAGEL
 KV6223
 KV6223                          STATION DESCRIPTION
 KV6223
 KV6223'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6223'TO REACH THE STATION FROM THE U.S. NAVAL WEAPONS RAILROAD BRIDGE OVER
 KV6223'STATE HIGHWAY ROUTE 36 PROCEED WEST FOR 4.6 KM (7.40 MI) ON ROUTE 36
 KV6223'TO STATION ON THE RIGHT.  THE STATION IS OPPOSITE AND ACROSS THE
 KV6223'HIGHWAY FROM DOSILS SPORTS CENTER.  IT IS LOCATED 13.2 M (43.31 FT)
 KV6223'NORTHEAST OF THE CENTERLINE OF THE CONCRETE  MEDIAN GUARDRAIL IN THE
 KV6223'CENTER OF ROUTE 36, 1.6 M (5.25 FT) NORTHEAST OF THE EDGE OF PAVING
 KV6223'OF THE WEST BOUND LANES OF 36, 43.0 M (141.08 FT) NORTHWEST OF  POLE
 KV6223'BT 3586 MDT, 13.4 M (43.96 FT) SOUTHEAST OF POLE BT 3585 MDT, 11.5 M
 KV6223'(37.73 FT) SOUTHEAST OF A THOMPSON AVE, N MIDDLETOWN KEEP RIGHT SIGN,
 KV6223'5.5 M (18.04 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF AN INLET CURB
 KV6223'PIECE ON THE WESTBOUND LANES OF ROUTE 36, 0.9 M (2.95 FT) SOUTHWEST
 KV6223'OF A METAL GUARDRAIL, 1.0 M (3.28 FT) SOUTHWEST OF A CARSONITE
 KV6223'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 KV6223
 KV6223                          STATION RECOVERY (1993)
 KV6223
 KV6223'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6223'THE STATION IS LOCATED IN MIDDLETOWN TOWNSHIP.  TO REACH THE STATION
 KV6223'FROM THE U.S. NAVAL WEAPONS RAILROAD BRIDGE OVER STATE ROUTE 36
 KV6223'PROCEED WEST ON ROUTE 36 FOR 2.9 MI (4.7 KM) TO STATION ON THE RIGHT.
 KV6223'THE STATION IS OPPOSITE AND ACROSS THE HIGHWAY FROM DOSILS SPORTS
 KV6223'CENTER.  IT IS LOCATED 13.2 M (43.3 FT) NORTHEAST OF THE CENTERLINE
 KV6223'OF THE CONCRETE  MEDIAN GUARDRAIL IN THE CENTER OF ROUTE 36, 1.6 M
 KV6223'(5.2 FT) NORTHEAST OF THE EDGE OF PAVING OF THE WEST BOUND LANES OF
 KV6223'36, 43.0 M (141.1 FT) NORTHWEST OF POLE BT 3586 MDT, 13.4 M
 KV6223'(44.0 FT) SOUTHEAST OF POLE BT 3585 MDT, 11.5 M (37.7 FT) SOUTHEAST
 KV6223'OF A THOMPSON AVE, N MIDDLETOWN KEEP RIGHT SIGN, 5.5 M (18.0 FT)
 KV6223'SOUTHEAST OF THE SOUTHEAST CORNER OF AN INLET CURB PIECE ON THE
 KV6223'WESTBOUND LANES OF ROUTE 36, 0.9 M (3.0 FT) SOUTHWEST OF A METAL
 KV6223'GUARDRAIL, 1.0 M (3.3 FT) SOUTHWEST OF A CARSONITE WITNESS POST, AND
 KV6223'SET FLUSH WITH THE GROUND.
 KV6223
 KV6223                          STATION RECOVERY (2000)
 KV6223
 KV6223'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2000 (BMC)
 KV6223'TREES TO THE NORTH CAN IMPEDE GPS OBSERVATIONS AT TIMES.
 KV6223
 KV6223                          STATION RECOVERY (2001)
 KV6223
 KV6223'RECOVERY NOTE BY GRAVATT GELLER AND ASSOCIATES 2001 (RWS)
 KV6223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6294 ***********************************************************************
 KV6294  DESIGNATION -  13 E 2
 KV6294  PID         -  KV6294
 KV6294  STATE/COUNTY-  NJ/MONMOUTH
 KV6294  USGS QUAD   -  FARMINGDALE (1989)
 KV6294
 KV6294                         *CURRENT SURVEY CONTROL
 KV6294  ___________________________________________________________________
 KV6294* NAD 83(1986)-  40 09 57.     (N)    074 14 00.     (W)     SCALED    
 KV6294* NAVD 88     -        39.086  (meters)     128.23   (feet)  ADJUSTED  
 KV6294  ___________________________________________________________________
 KV6294  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KV6294  DYNAMIC HT  -          39.069 (meters)     128.18  (feet)  COMP
 KV6294  MODELED GRAV-     980,195.5   (mgal)                       NAVD 88
 KV6294
 KV6294  VERT ORDER  -  FIRST     CLASS II
 KV6294
 KV6294.The horizontal coordinates were scaled from a topographic map and have
 KV6294.an estimated accuracy of +/- 6 seconds.
 KV6294
 KV6294.The orthometric height was determined by differential leveling
 KV6294.and adjusted by the National Geodetic Survey in June 1991..
 KV6294
 KV6294.The geoid height was determined by GEOID03.
 KV6294
 KV6294.The dynamic height is computed by dividing the NAVD 88
 KV6294.geopotential number by the normal gravity value computed on the
 KV6294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6294.degrees latitude (g = 980.6199 gals.).
 KV6294
 KV6294.The modeled gravity was interpolated from observed gravity values.
 KV6294
 KV6294;                    North         East    Units  Estimated Accuracy
 KV6294;SPC NJ       -   147,960.      172,710.      MT  (+/- 180 meters Scaled)
 KV6294
 KV6294                          SUPERSEDED SURVEY CONTROL
 KV6294
 KV6294  NGVD 29 (01/10/92)   39.412  (m)          129.30   (f) ADJUSTED    1 2
 KV6294
 KV6294.Superseded values are not recommended for survey control.
 KV6294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6294.See file dsdata.txt to determine how the superseded data were derived.
 KV6294
 KV6294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK652464(NAD 83)
 KV6294_MARKER: DD = SURVEY DISK
 KV6294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6294_SP_SET: CONCRETE POST
 KV6294_STAMPING: 13 E 2 1989
 KV6294_MARK LOGO: NJGS  
 KV6294_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6294+STABILITY: SURFACE MOTION
 KV6294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6294+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1989
 KV6294
 KV6294  HISTORY     - Date     Condition        Report By
 KV6294  HISTORY     - 1989     MONUMENTED       NJDT
 KV6294  HISTORY     - 19890619 GOOD             NJGS
 KV6294  HISTORY     - 19961014 GOOD             USPSQD
 KV6294
 KV6294                          STATION DESCRIPTION
 KV6294
 KV6294'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6294'THE STATION IS IN HOWELL TOWNSHIP, IN THE GRASS MEDIAN OF INTERSTATE
 KV6294'ROUTE I195, AT THE JUNCTION OF INTERSTATE ROUTE I195 AND U.S.
 KV6294'HIGHWAY ROUTE 9.  TO REACH THE STATION FROM THE JUNCTION GO EAST 0.35
 KV6294'KM (0.22 MI) ON I195 TO THE STATION ON THE LEFT.  THE STATION IS
 KV6294'ABOUT MIDWAY BETWEEN THE START OF THE WESTBOUND I195 RAMP TO U.S.
 KV6294'ROUTE 9 NORTHBOUND AND THE END OF THE NORTHBOUND U.S. ROUTE 9 RAMP
 KV6294'TO I195 WESTBOUND, 1.9 M (6.2 FT) SOUTH FROM THE EDGE OF THE
 KV6294'WESTBOUND I195 LANES, 12.8 M (42.0 FT) NORTH FROM THE EDGE OF THE
 KV6294'EASTBOUND I195 LANES, 62.2 M (204.1 FT) WEST FROM THE MOST WESTERLY
 KV6294'END POST OF THE GUIDERAIL FOR THE SIGN BRIDGE ON WESTBOUND I195,
 KV6294'115.0 M (377.3 FT) WEST FROM THE CENTER SPAN OF THE SIGN BRIDGE, 56.3
 KV6294'M (184.7 FT) EAST FROM A ONE WAY SIGN, 31.2 M (102.4 FT) NORTHWEST
 KV6294'FROM AN E TYPE INLET IN THE MEDIAN AND SET FLUSH WITH THE GROUND.
 KV6294
 KV6294                          STATION RECOVERY (1996)
 KV6294
 KV6294'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV6294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF5256 ***********************************************************************
 DF5256  DESIGNATION -  13 E 3
 DF5256  PID         -  DF5256
 DF5256  STATE/COUNTY-  NJ/MONMOUTH
 DF5256  USGS QUAD   -  ROOSEVELT (1981)
 DF5256
 DF5256                         *CURRENT SURVEY CONTROL
 DF5256  ___________________________________________________________________
 DF5256* NAD 83(1996)-  40 10 23.05947(N)    074 25 21.83387(W)     ADJUSTED  
 DF5256* NAVD 88     -        53.6    (meters)     176.     (feet)  GPS OBS   
 DF5256  ___________________________________________________________________
 DF5256  X           -   1,310,557.557 (meters)                     COMP
 DF5256  Y           -  -4,701,089.777 (meters)                     COMP
 DF5256  Z           -   4,092,701.887 (meters)                     COMP
 DF5256  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 DF5256  ELLIP HEIGHT-          21.24  (meters)          (04/17/03) GPS OBS
 DF5256  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 DF5256
 DF5256  HORZ ORDER  -  FIRST
 DF5256  ELLP ORDER  -  THIRD     CLASS I
 DF5256
 DF5256.The horizontal coordinates were established by GPS observations
 DF5256.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DF5256
 DF5256.The orthometric height was determined by GPS observations and a
 DF5256.high-resolution geoid model.
 DF5256
 DF5256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5256
 DF5256.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5256
 DF5256.The ellipsoidal height was determined by GPS observations
 DF5256.and is referenced to NAD 83.
 DF5256
 DF5256.The geoid height was determined by GEOID03.
 DF5256
 DF5256;                    North         East     Units Scale Factor Converg.
 DF5256;SPC NJ       -   148,732.631   156,580.898   MT  0.99990053   +0 02 59.4
 DF5256;SPC NJ       -   487,966.97    513,715.83   sFT  0.99990053   +0 02 59.4
 DF5256;UTM  18      - 4,447,126.546   549,150.966   MT  0.99962974   +0 22 20.6
 DF5256
 DF5256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5256!SPC NJ       -   0.99999667  x   0.99990053  =   0.99989720
 DF5256!UTM  18      -   0.99999667  x   0.99962974  =   0.99962641
 DF5256
 DF5256                          SUPERSEDED SURVEY CONTROL
 DF5256
 DF5256.No superseded survey control is available for this station.
 DF5256
 DF5256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4915147127(NAD 83)
 DF5256_MARKER: DD = SURVEY DISK
 DF5256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5256_STAMPING: 13 E 3 1991
 DF5256_MARK LOGO: NJGS  
 DF5256_PROJECTION: RECESSED 1 CENTIMETERS
 DF5256_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5256+STABILITY: SURFACE MOTION
 DF5256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5256+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DF5256
 DF5256  HISTORY     - Date     Condition        Report By
 DF5256  HISTORY     - UNK      MONUMENTED       NJGS
 DF5256  HISTORY     - 20020202 GOOD             NJGS
 DF5256
 DF5256                          STATION DESCRIPTION
 DF5256
 DF5256'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DF5256'THE STATION IS LOCATED IN MILLSTONE TOWNSHIP AT THE WYE INTERSECTION
 DF5256'OF COUNTY ROAD
 DF5256'537, MONMOUTH ROAD, AND COUNTY ROAD 526, TRENTON LAKEWOOD ROAD IN
 DF5256'CARRS TAVERN.  TO
 DF5256'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 195 EXIT 16
 DF5256'AND COUNTY ROAD
 DF5256'537 MONMOUTH ROAD, IN BURKESVILLE, GO 0.55 MI NORTHEAST ON COUNTY ROAD
 DF5256'537 TO THE
 DF5256'CROSSROADS INTERSECTION OF COUNTY ROADS 537, 526, AND 571.  TURN LEFT
 DF5256'ON COUNTY ROADS
 DF5256'526,571 AND GO 0.65 MI NORTHWEST TOTHE WYE INTERSECTION OF THE
 DF5256'ABANDONED PORTION OF
 DF5256'COUNTY ROAD 526 AND COUNTY ROAD 571 AND THE STATION AHEAD, RECESSED
 DF5256'ABOUT 0.1 M BELOW
 DF5256'THE GROUND IN A LANDSCAPED AREA, JUST EAST OF AN ASPHALT PAVED PARKING
 DF5256'LOT FOR SEVERAL
 DF5256'BUSINESSES IN A ONE STORY BRICK BUILDING.  THE STATION IS IN RANGE
 DF5256'WITH THE FRONT DOOR OF
 DF5256'THE TOPS N TOWN CLEANERS.
 DF5256' 
 DF5256'THE STATION IS 25.3 M NORTHEAST FROM A YELLOW TRAFFIC WARNING SIGN,
 DF5256'ROAD CLOSED 200 FT
 DF5256'AHEAD, 5.7 M SOUTH SOUTHEAST FROM AND NORMAL TO THE SOUTHEAST EDGE OF
 DF5256'THE  ASPHALT
 DF5256'PAVED PARKING LOT, 34.7 M NORTHWEST FROM AN ABANDONED 1.5 FT HIGH 8 IN
 DF5256'DIAMETER PIPE FOR
 DF5256'A FORMER SIGN.
 DF5256' 
 DF5256'
 DF5256'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6963 ***********************************************************************
 KV6963  DESIGNATION -  13 E 4
 KV6963  PID         -  KV6963
 KV6963  STATE/COUNTY-  NJ/MONMOUTH
 KV6963  USGS QUAD   -  ADELPHIA (1981)
 KV6963
 KV6963                         *CURRENT SURVEY CONTROL
 KV6963  ___________________________________________________________________
 KV6963* NAD 83(1996)-  40 11 04.32569(N)    074 18 47.27756(W)     ADJUSTED  
 KV6963* NAVD 88     -        35.1    (meters)     115.     (feet)  GPS OBS   
 KV6963  ___________________________________________________________________
 KV6963  X           -   1,319,321.839 (meters)                     COMP
 KV6963  Y           -  -4,697,770.043 (meters)                     COMP
 KV6963  Z           -   4,093,662.419 (meters)                     COMP
 KV6963  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 KV6963  ELLIP HEIGHT-           2.73  (meters)          (10/23/02) GPS OBS
 KV6963  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV6963
 KV6963  HORZ ORDER  -  FIRST
 KV6963  ELLP ORDER  -  FOURTH    CLASS I
 KV6963
 KV6963.The horizontal coordinates were established by GPS observations
 KV6963.and adjusted by the National Geodetic Survey in May 1999..
 KV6963
 KV6963.The orthometric height was determined by GPS observations and a
 KV6963.high-resolution geoid model.
 KV6963
 KV6963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6963
 KV6963.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6963
 KV6963.The ellipsoidal height was determined by GPS observations
 KV6963.and is referenced to NAD 83.
 KV6963
 KV6963.The geoid height was determined by GEOID03.
 KV6963
 KV6963;                    North         East     Units Scale Factor Converg.
 KV6963;SPC NJ       -   150,019.197   165,912.698   MT  0.99990312   +0 07 14.1
 KV6963;SPC NJ       -   492,187.98    544,331.91   sFT  0.99990312   +0 07 14.1
 KV6963;UTM  18      - 4,448,465.276   558,472.896   MT  0.99964209   +0 26 35.6
 KV6963
 KV6963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6963!SPC NJ       -   0.99999957  x   0.99990312  =   0.99990269
 KV6963!UTM  18      -   0.99999957  x   0.99964209  =   0.99964166
 KV6963
 KV6963                          SUPERSEDED SURVEY CONTROL
 KV6963
 KV6963  NAD 83(1986)-  40 11 04.32668(N)    074 18 47.27963(W) AD(       ) 1
 KV6963
 KV6963.Superseded values are not recommended for survey control.
 KV6963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6963.See file dsdata.txt to determine how the superseded data were derived.
 KV6963
 KV6963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5847348465(NAD 83)
 KV6963_MARKER: DD = SURVEY DISK
 KV6963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6963_SP_SET: CONCRETE POST
 KV6963_STAMPING: 13 E 4 1991
 KV6963_MARK LOGO: NJGS  
 KV6963_PROJECTION: FLUSH
 KV6963_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6963+STABILITY: SURFACE MOTION
 KV6963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6963+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6963
 KV6963  HISTORY     - Date     Condition        Report By
 KV6963  HISTORY     - 1991     MONUMENTED       NJGS
 KV6963  HISTORY     - 19921030 GOOD
 KV6963  HISTORY     - 20020202 GOOD             NJGS
 KV6963
 KV6963                          STATION DESCRIPTION
 KV6963
 KV6963'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6963'THE STATION IS LOCATED IN FREEHOLD TOWNSHIP, ON THE SOUTHEAST SIDE OF
 KV6963'NOMOCO ROAD AT A RIGHT ANGLE TURN.  TO REACH THE STATION FROM THE
 KV6963'JUNCTION OF MONMOUTH ROAD, COUTH ROAD 537 AND SILOAM ROAD, COUNTY
 KV6963'ROAD 527, IN SMITHBURG, GO 1.7 MI (2.7 KM) SOUTH ON SILOAM ROAD TO
 KV6963'THE JUNCTION WITH ELY HARMONY ROAD.  TURN LEFT AND GO 1.9 MI
 KV6963'(3.1 KM) EAST SOUTHEAST ON ELY HARMONY ROAD TO THE JUNCTION WITH
 KV6963'NOMOCO ROAD.  TURN LEFT AND GO 0.80 MI (1.29 KM) NORTH ON NOMOCO ROAD
 KV6963'TO THE STATION ON THE RIGHT, SET FLUSH WITH THE GROUND IN A CLEARING,
 KV6963'JUST NORTH OF THE CROSSING OF THE NORTH BRANCH OF THE METEDECONK
 KV6963'RIVER ON PROPERTY OWNED BY THE MONMOUTH COUNCIL OF GIRL SCOUTS, R.D.
 KV6963'1, ROUTE 524, FARMINGDALE, NEW JERSEY.  THE STATION IS 32.5 M
 KV6963'(106.6 FT) SOUTHEAST FROM POLE NUMBER JC 2157 FRT, 5.3 M (17.4 FT)
 KV6963'SOUTH FROM THE SOUTH EDGE OF PAVING OF NOMOCO ROAD, 9.2 M (30.2 FT)
 KV6963'SOUTH FROM THE CENTERLINE OF NOMOCO ROAD, 45.5 M (149.3 FT) EAST FROM
 KV6963'POLE NUMBER 2154 FRT AND 42.4 M (139.1 FT) SOUTHWEST FROM POLE NUMBER
 KV6963'JC 2158 FRT.
 KV6963
 KV6963                          STATION RECOVERY (1992)
 KV6963
 KV6963'RECOVERED 1992
 KV6963'RECOVERED IN GOOD CONDITION.
 KV6963
 KV6963                          STATION RECOVERY (2002)
 KV6963
 KV6963'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6963'RECOVERED AS DESCRIBED
 KV6963' 
 KV6963'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6964 ***********************************************************************
 KV6964  DESIGNATION -  13 E 5
 KV6964  PID         -  KV6964
 KV6964  STATE/COUNTY-  NJ/MONMOUTH
 KV6964  USGS QUAD   -  FARMINGDALE (1989)
 KV6964
 KV6964                         *CURRENT SURVEY CONTROL
 KV6964  ___________________________________________________________________
 KV6964* NAD 83(1996)-  40 11 08.88917(N)    074 10 31.92382(W)     ADJUSTED  
 KV6964* NAVD 88     -        20.2    (meters)      66.     (feet)  GPS OBS   
 KV6964  ___________________________________________________________________
 KV6964  X           -   1,330,571.993 (meters)                     COMP
 KV6964  Y           -  -4,694,489.567 (meters)                     COMP
 KV6964  Z           -   4,093,760.169 (meters)                     COMP
 KV6964  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 KV6964  ELLIP HEIGHT-         -12.43  (meters)          (10/23/02) GPS OBS
 KV6964  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KV6964
 KV6964  HORZ ORDER  -  FIRST
 KV6964  ELLP ORDER  -  FOURTH    CLASS I
 KV6964
 KV6964.The horizontal coordinates were established by GPS observations
 KV6964.and adjusted by the National Geodetic Survey in May 1999..
 KV6964
 KV6964.The orthometric height was determined by GPS observations and a
 KV6964.high-resolution geoid model.
 KV6964
 KV6964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6964
 KV6964.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6964
 KV6964.The ellipsoidal height was determined by GPS observations
 KV6964.and is referenced to NAD 83.
 KV6964
 KV6964.The geoid height was determined by GEOID03.
 KV6964
 KV6964;                    North         East     Units Scale Factor Converg.
 KV6964;SPC NJ       -   150,193.676   177,629.388   MT  0.99990939   +0 12 33.7
 KV6964;SPC NJ       -   492,760.42    582,772.42   sFT  0.99990939   +0 12 33.7
 KV6964;UTM  18      - 4,448,705.670   570,185.430   MT  0.99966064   +0 31 55.3
 KV6964
 KV6964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6964!SPC NJ       -   1.00000195  x   0.99990939  =   0.99991134
 KV6964!UTM  18      -   1.00000195  x   0.99966064  =   0.99966259
 KV6964
 KV6964                          SUPERSEDED SURVEY CONTROL
 KV6964
 KV6964  ELLIP H (05/14/99)  -12.45   (m)                       GP(       ) 4 1
 KV6964  NAD 83(1992)-  40 11 08.88854(N)    074 10 31.92646(W) AD(       ) 1
 KV6964  ELLIP H (05/22/95)  -12.39   (m)                       GP(       ) 3 1
 KV6964  NAD 83(1986)-  40 11 08.89028(N)    074 10 31.92659(W) AD(       ) 1
 KV6964
 KV6964.Superseded values are not recommended for survey control.
 KV6964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6964.See file dsdata.txt to determine how the superseded data were derived.
 KV6964
 KV6964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7018548706(NAD 83)
 KV6964_MARKER: DD = SURVEY DISK
 KV6964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6964_SP_SET: CONCRETE POST
 KV6964_STAMPING: 13 E 5 1993
 KV6964_MARK LOGO: NJGS  
 KV6964_PROJECTION: FLUSH
 KV6964_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6964+STABILITY: SURFACE MOTION
 KV6964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6964+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6964
 KV6964  HISTORY     - Date     Condition        Report By
 KV6964  HISTORY     - 1993     MONUMENTED       NJGS
 KV6964  HISTORY     - 19931124 GOOD             NJGS
 KV6964  HISTORY     - 20011015 GOOD             NJGS
 KV6964  HISTORY     - 20020202 GOOD             NJGS
 KV6964
 KV6964                          STATION DESCRIPTION
 KV6964
 KV6964'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV6964'THE STATION IS LOCATED IN HOWELL TOWNSHIP ON THE SOUTHWEST SIDE OF
 KV6964'SQUANKUM YELLOW BROOK ROAD, COUNTY ROAD 524A, AND ON THE GROUNDS OF
 KV6964'THE HOWELL TOWNSHIP HIGH SCHOOL.  TO REACH THE STATION FROM THE
 KV6964'JUNCTION OF INTERSTATE HIGHWAY 195 AND COUNTY ROAD 547 NORTH AT
 KV6964'INTERCHANGE 37B, GO NORTH ON COUNTY ROAD 547 FOR 0.25 MI (0.40 KM) TO
 KV6964'THE CROSSROADS INTERSECTION WITH SQUANKUM YELLOW BROOK ROAD, COUNTY
 KV6964'ROAD 524A AND ALLAIRE ROAD, COUNTY ROAD 524.  TURN LEFT AND GO WEST,
 KV6964'THEN NORTH ON COUNTY ROAD 524A FOR 1.85 MI (2.98 KM) TO THE STATION
 KV6964'ON THE LEFT, SET FLUSH WITH THE GROUND JUST NORTHEAST OF THE SCHOOL
 KV6964'PARKING LOT.  THE STATION IS 2.5 M (8.2 FT) NORTHEAST FROM THE
 KV6964'NORTHEAST CURB OF THE SCHOOL PARKING LOT, 12.4 M (40.7 FT) SOUTHEAST
 KV6964'FROM A BASKETBALL NET AND POLE AT THE NORTH EDGE OF THE PARKING LOT,
 KV6964'12.4 M (40.7 FT) NORTH FROM A BASKETBALL NET AND POLE AT THE NORTH
 KV6964'EDGE OF THE PARKING LOT, 31.9 M (104.7 FT) SOUTH SOUTHWEST FROM POLE
 KV6964'NUMBER BT 1551 HL AND 31.7 M (104.0 FT) SOUTHWEST FROM THE SOUTHWEST
 KV6964'EDGE OF PAVING OF COUNTY ROAD 524A.  THE STATION IS SET FLUSH WITH
 KV6964'THE GROUND.
 KV6964
 KV6964                          STATION RECOVERY (1993)
 KV6964
 KV6964'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (FAC)
 KV6964'THE STATION IS LOCATED IN HOWELL TOWNSHIP ON THE SOUTHWEST SIDE OF
 KV6964'SQUANKUM YELLOW BROOK ROAD, COUNTY ROAD 524A, AND ON THE GROUNDS OF
 KV6964'THE HOWELL TOWNSHIP HIGH SCHOOL.  TO REACH THE STATION FROM THE
 KV6964'JUNCTION OF INTERSTATE HIGHWAY 195 AND COUNTY ROAD 547 NORTH AT
 KV6964'INTERCHANGE 37B, GO NORTH ON COUNTY ROAD 547 FOR 0.25 MI (0.40 KM) TO
 KV6964'THE CROSSROADS INTERSECTION WITH SQUANKUM YELLOW BROOK ROAD, COUNTY
 KV6964'ROAD 524A AND ALLAIRE ROAD, COUNTY ROAD 524.  TURN LEFT AND GO WEST,
 KV6964'THEN NORTH ON COUNTY ROAD 524A FOR 1.85 MI (2.98 KM) TO THE STATION ON
 KV6964'THE LEFT, SET FLUSH WITH THE GROUND JUST NORTHEAST OF THE SCHOOL
 KV6964'PARKING LOT.  THE STATION IS 2.5 M (8.2 FT) NORTHEAST FROM THE
 KV6964'NORTHEAST CURB OF THE SCHOOL PARKING LOT, 12.4 M (40.7 FT) SOUTHEAST
 KV6964'FROM A BASKETBALL NET AND POLE AT THE NORTH EDGE OF THE PARKING LOT,
 KV6964'12.4 M (40.7 FT) NORTH FROM A BASKETBALL NET AND POLE AT THE NORTH
 KV6964'EDGE OF THE PARKING LOT, 31.9 M (104.7 FT) SOUTH SOUTHWEST FROM POLE
 KV6964'NUMBER BT 1551 HL AND 31.7 M (104.0 FT) SOUTHWEST FROM THE SOUTHWEST
 KV6964'EDGE OF PAVING OF COUNTY ROAD 524A.  THE STATION IS SET FLUSH WITH THE
 KV6964'GROUND.
 KV6964
 KV6964                          STATION RECOVERY (2001)
 KV6964
 KV6964'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV6964'RECOVERED IN GOOD CONDITION.
 KV6964
 KV6964                          STATION RECOVERY (2002)
 KV6964
 KV6964'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6964'RECOVERED WITH THE FOLLOWING CHANGE AND ADDITION.  THE BASKETBALL NET
 KV6964'AND POLE HAS
 KV6964'BEEN REMOVED.  THE STATION IS LOCATED IN FRONT OF PARKING SPACE NUMBER
 KV6964'14.
 KV6964'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6224 ***********************************************************************
 KV6224  DESIGNATION -  13 F 1
 KV6224  PID         -  KV6224
 KV6224  STATE/COUNTY-  NJ/MONMOUTH
 KV6224  USGS QUAD   -  SANDY HOOK (1981)
 KV6224
 KV6224                         *CURRENT SURVEY CONTROL
 KV6224  ___________________________________________________________________
 KV6224* NAD 83(1996)-  40 25 00.49202(N)    074 04 14.86234(W)     ADJUSTED  
 KV6224* NAVD 88     -         8.05   (+/-2cm)      26.4    (feet)  VERTCON   
 KV6224  ___________________________________________________________________
 KV6224  X           -   1,334,595.675 (meters)                     COMP
 KV6224  Y           -  -4,676,086.893 (meters)                     COMP
 KV6224  Z           -   4,113,314.793 (meters)                     COMP
 KV6224  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 KV6224  ELLIP HEIGHT-         -24.33  (meters)          (10/23/02) GPS OBS
 KV6224  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV6224
 KV6224  HORZ ORDER  -  FIRST
 KV6224  VERT ORDER  -  SECOND    CLASS I (See Below)
 KV6224  ELLP ORDER  -  FOURTH    CLASS I
 KV6224
 KV6224.The horizontal coordinates were established by GPS observations
 KV6224.and adjusted by the National Geodetic Survey in May 1999..
 KV6224
 KV6224.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6224.The vertical order pertains to the NGVD 29 superseded value.
 KV6224
 KV6224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6224
 KV6224.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6224
 KV6224.The ellipsoidal height was determined by GPS observations
 KV6224.and is referenced to NAD 83.
 KV6224
 KV6224.The geoid height was determined by GEOID03.
 KV6224
 KV6224;                    North         East     Units Scale Factor Converg.
 KV6224;SPC NJ       -   175,879.509   186,424.059   MT  0.99991633   +0 16 41.8
 KV6224;SPC NJ       -   577,031.36    611,626.27   sFT  0.99991633   +0 16 41.8
 KV6224;UTM  18      - 4,474,434.451   578,832.856   MT  0.99967650   +0 36 08.9
 KV6224
 KV6224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6224!SPC NJ       -   1.00000382  x   0.99991633  =   0.99992015
 KV6224!UTM  18      -   1.00000382  x   0.99967650  =   0.99968032
 KV6224
 KV6224                          SUPERSEDED SURVEY CONTROL
 KV6224
 KV6224  ELLIP H (05/14/99)  -24.35   (m)                       GP(       ) 4 1
 KV6224  NAD 83(1996)-  40 25 00.49139(N)    074 04 14.86223(W) AD(       ) 1
 KV6224  NAD 83(1992)-  40 25 00.49130(N)    074 04 14.86216(W) AD(       ) 1
 KV6224  ELLIP H (09/14/94)  -24.42   (m)                       GP(       ) 3 1
 KV6224  NAD 83(1986)-  40 25 00.49102(N)    074 04 14.86210(W) AD(       ) 2
 KV6224  NGVD 29 (01/10/92)    8.364  (m)           27.44   (f) ADJUSTED    2 1
 KV6224
 KV6224.Superseded values are not recommended for survey control.
 KV6224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6224.See file dsdata.txt to determine how the superseded data were derived.
 KV6224
 KV6224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7883374434(NAD 83)
 KV6224_MARKER: DD = SURVEY DISK
 KV6224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6224_SP_SET: CONCRETE POST
 KV6224_STAMPING: 13 F 1 1988
 KV6224_MARK LOGO: NJGS  
 KV6224_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6224+STABILITY: SURFACE MOTION
 KV6224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6224+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1993
 KV6224
 KV6224  HISTORY     - Date     Condition        Report By
 KV6224  HISTORY     - 1988     MONUMENTED       NJGS
 KV6224  HISTORY     - 19931103 GOOD             NJGS
 KV6224  HISTORY     - 19970820 GOOD             USPSQD
 KV6224
 KV6224                          STATION DESCRIPTION
 KV6224
 KV6224'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6224'THE STATION IS LOCATED ABOUT 52 M (170.60 FT) WEST OF THE U.S. NAVAL
 KV6224'WEAPONS RAILROAD BRIDGE OVER STATE HIGHWAY ROUTE 36 IN MIDDLETOWN
 KV6224'TOWNSHIP, SET ON THE NORTH SIDE OF WEST BOUND LANES OF ROUTE 36, 2.75
 KV6224'M (9.02 FT) NORTH OF THE NORTH CURBLINE OF WEST BOUND ROUTE 36, 15.25
 KV6224'M (50.03 FT) NORTHWEST OF POLE BT6667 MDT, 32.35 M (106.13 FT)
 KV6224'SOUTHWEST OF THE S0UTHWEST CORNER OF THE NORTH RAILROAD BRIDGE
 KV6224'ABUTMENT WHICH ALSO CONTAINS BENCH MARK J 36 ON ITS SOUTH FACE, 42.4
 KV6224'M (139.11 FT) NORTHWEST OF THE WESTERLY APEX OF THE CENTER PIER OF
 KV6224'THE RAILROAD BRIDGE, 14.8 M (48.56 FT) SOUTH OF THE CHAIN LINK FENCE
 KV6224'OF THE NAVAL COMPOUND, 20.05 M (65.78 FT) SOUTH SOUTHEAST OF THE BASE
 KV6224'OF A 3 INCH 50 CALIBER GUN AT THE GATE OF THE COMPOUND, 31.5 M
 KV6224'(103.35 FT) SOUTHEAST OF THE CENTERLINE OF THE ENTRANCE ROAD TO THE
 KV6224'COMPOUND, 15.05 M (49.38 FT) SOUTHEAST OF POLE BT 6666 MDT, AND SET
 KV6224'FLUSH WITH THE GROUND.
 KV6224
 KV6224                          STATION RECOVERY (1993)
 KV6224
 KV6224'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6224'THE STATION IS LOCATED IN MIDDLETOWN TOWNSHIP, ABOUT 52 M (170.6 FT)
 KV6224'WEST OF THE U.S. NAVAL WEAPONS RAILROAD BRIDGE OVER STATE ROUTE 36,
 KV6224'SET ON THE NORTH SIDE OF WEST BOUND LANES OF ROUTE 36, 2.75 M
 KV6224'(9.02 FT) NORTH OF THE NORTH CURBLINE OF WEST BOUND ROUTE 36, 15.25 M
 KV6224'(50.03 FT) NORTHWEST OF POLE BT6667 MDT, 32.35 M (106.13 FT)
 KV6224'SOUTHWEST OF THE S0UTHWEST CORNER OF THE NORTH RAILROAD BRIDGE
 KV6224'ABUTMENT WHICH ALSO CONTAINS BENCH MARK J 36 ON ITS SOUTH FACE, 42.4
 KV6224'M (139.1 FT) NORTHWEST OF THE WESTERLY APEX OF THE CENTER PIER OF THE
 KV6224'RAILROAD BRIDGE, 20.05 M (65.78 FT) SOUTH SOUTHEAST OF THE BASE OF A
 KV6224'3 INCH 50 CALIBER GUN AT THE GATE OF THE COMPOUND, 31.5 M (103.3 FT)
 KV6224'SOUTHEAST OF THE CENTERLINE OF THE ENTRANCE ROAD TO THE COMPOUND,
 KV6224'15.05 M (49.38 FT) SOUTHEAST OF POLE BT 6666 MDT, 16.7 M (54.8 FT)
 KV6224'SOUTH OF THE WEST END OF A ONE METER HIGH BRICK BASE FOR THE NAVAL
 KV6224'WEAPONS STATION EARLE SIGN, 17.8 M (58.4 FT) SOUTHWEST OF THE EAST
 KV6224'END OF THE SIGN BASE, 1.4 M (4.6 FT) SOUTH OF THE SOUTH EDGE OF A
 KV6224'PAVED BIKEPATH, AND SET FLUSH WITH THE GROUND.
 KV6224
 KV6224                          STATION RECOVERY (1997)
 KV6224
 KV6224'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6225 ***********************************************************************
 KV6225  DESIGNATION -  13 F 1 AZ MK
 KV6225  PID         -  KV6225
 KV6225  STATE/COUNTY-  NJ/MONMOUTH
 KV6225  USGS QUAD   -  SANDY HOOK (1981)
 KV6225
 KV6225                         *CURRENT SURVEY CONTROL
 KV6225  ___________________________________________________________________
 KV6225* NAD 83(1996)-  40 25 05.23763(N)    074 04 47.04664(W)     ADJUSTED  
 KV6225* NAVD 88     -         7.2    (meters)      24.     (feet)  VERTCON   
 KV6225  ___________________________________________________________________
 KV6225  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 KV6225  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV6225
 KV6225  HORZ ORDER  -  SECOND
 KV6225
 KV6225.The horizontal coordinates were established by classical geodetic methods
 KV6225.and adjusted by the National Geodetic Survey in September 1999..
 KV6225
 KV6225.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6225
 KV6225.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6225
 KV6225.The geoid height was determined by GEOID03.
 KV6225
 KV6225;                    North         East     Units Scale Factor Converg.
 KV6225;SPC NJ       -   176,022.227   185,664.670   MT  0.99991565   +0 16 20.9
 KV6225;SPC NJ       -   577,499.59    609,134.84   sFT  0.99991565   +0 16 20.9
 KV6225;UTM  18      - 4,474,572.837   578,072.853   MT  0.99967503   +0 35 48.1
 KV6225
 KV6225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6225!SPC NJ       -   1.00000395  x   0.99991565  =   0.99991960
 KV6225!UTM  18      -   1.00000395  x   0.99967503  =   0.99967898
 KV6225
 KV6225                          SUPERSEDED SURVEY CONTROL
 KV6225
 KV6225  NAD 83(1996)-  40 25 05.23700(N)    074 04 47.04653(W) AD(       ) 2
 KV6225  NAD 83(1986)-  40 25 05.23692(N)    074 04 47.04631(W) AD(       ) 2
 KV6225  NGVD 29 (03/28/90)    7.5    (m)           25.     (f) VERT ANG       
 KV6225
 KV6225.Superseded values are not recommended for survey control.
 KV6225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6225.See file dsdata.txt to determine how the superseded data were derived.
 KV6225
 KV6225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7807374573(NAD 83)
 KV6225_MARKER: DD = SURVEY DISK
 KV6225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6225_SP_SET: CONCRETE POST
 KV6225_STAMPING: 13 F 1 AZ MK 1988
 KV6225_MARK LOGO: NJGS  
 KV6225_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6225+STABILITY: SURFACE MOTION
 KV6225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6225+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KV6225
 KV6225  HISTORY     - Date     Condition        Report By
 KV6225  HISTORY     - 1988     MONUMENTED       NJGS
 KV6225  HISTORY     - 19950807 GOOD             USPSQD
 KV6225  HISTORY     - 19970903 GOOD             USPSQD
 KV6225  HISTORY     - 19970905 MARK NOT FOUND   USPSQD
 KV6225
 KV6225                          STATION DESCRIPTION
 KV6225
 KV6225'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6225'TO REACH THE STATION FROM THE U.S. NAVAL WEAPONS BRIDGE OVER STATE
 KV6225'HIGHWAY ROUTE 36 IN MIDDLETOWN TOWNSHIP, PROCEED 0.8 KM (1.29 MI)
 KV6225'WEST ON ROUTE 36 TO THE INTERSECTION WITH 9TH STREET AND STATION ON
 KV6225'THE SOUTH SIDE OF ROUTE 36.  THE STATION IS LOCATED ON THE SOUTHWEST
 KV6225'CORNER OF 9TH STREET AND ROUTE 36, ON THE SAME CORNER AS MAGO
 KV6225'INDUSTRIES BUILDING 378, 3.2 M (10.50 FT) SOUTHEAST OF POLE JC 4577
 KV6225'MDT, 4.4 M (14.44 FT) SOUTHEAST OF THE FACE OF THE CURB, 13.0 M
 KV6225'(42.65 FT) SOUTHWEST OF THE CENTERLINE OF THE CONCRETE MEDIAN
 KV6225'GUARDRAIL, 9.55 M (31.33 FT) NORTHWEST OF THE CENTERLINE OF 9TH
 KV6225'STREET, 10.3 M (33.79 FT) NORTH OF THE NORTH CORNER INLET CURB PIECE
 KV6225'ON THE NORTHWEST CURBLINE OF 9TH STREET, AND IS SET FLUSH WITH THE
 KV6225'GROUND.
 KV6225
 KV6225                          STATION RECOVERY (1995)
 KV6225
 KV6225'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV6225'RECOVERED IN GOOD CONDITION.
 KV6225
 KV6225                          STATION RECOVERY (1997)
 KV6225
 KV6225'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6225'RECOVERED IN GOOD CONDITION.
 KV6225
 KV6225                          STATION RECOVERY (1997)
 KV6225
 KV6225'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6295 ***********************************************************************
 KV6295  DESIGNATION -  13 F 2
 KV6295  PID         -  KV6295
 KV6295  STATE/COUNTY-  NJ/MONMOUTH
 KV6295  USGS QUAD   -  FARMINGDALE (1989)
 KV6295
 KV6295                         *CURRENT SURVEY CONTROL
 KV6295  ___________________________________________________________________
 KV6295* NAD 83(1986)-  40 09 33.     (N)    074 14 42.     (W)     SCALED    
 KV6295* NAVD 88     -        32.049  (meters)     105.15   (feet)  ADJUSTED  
 KV6295  ___________________________________________________________________
 KV6295  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KV6295  DYNAMIC HT  -          32.035 (meters)     105.10  (feet)  COMP
 KV6295  MODELED GRAV-     980,195.4   (mgal)                       NAVD 88
 KV6295
 KV6295  VERT ORDER  -  FIRST     CLASS II
 KV6295
 KV6295.The horizontal coordinates were scaled from a topographic map and have
 KV6295.an estimated accuracy of +/- 6 seconds.
 KV6295
 KV6295.The orthometric height was determined by differential leveling
 KV6295.and adjusted by the National Geodetic Survey in June 1991..
 KV6295
 KV6295.The geoid height was determined by GEOID03.
 KV6295
 KV6295.The dynamic height is computed by dividing the NAVD 88
 KV6295.geopotential number by the normal gravity value computed on the
 KV6295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6295.degrees latitude (g = 980.6199 gals.).
 KV6295
 KV6295.The modeled gravity was interpolated from observed gravity values.
 KV6295
 KV6295;                    North         East    Units  Estimated Accuracy
 KV6295;SPC NJ       -   147,220.      171,720.      MT  (+/- 180 meters Scaled)
 KV6295
 KV6295                          SUPERSEDED SURVEY CONTROL
 KV6295
 KV6295  NGVD 29 (01/10/92)   32.376  (m)          106.22   (f) ADJUSTED    1 2
 KV6295
 KV6295.Superseded values are not recommended for survey control.
 KV6295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6295.See file dsdata.txt to determine how the superseded data were derived.
 KV6295
 KV6295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK642456(NAD 83)
 KV6295_MARKER: DD = SURVEY DISK
 KV6295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6295_SP_SET: CONCRETE POST
 KV6295_STAMPING: 13 F 2 1989
 KV6295_MARK LOGO: NJGS  
 KV6295_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6295+STABILITY: SURFACE MOTION
 KV6295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6295+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1989
 KV6295
 KV6295  HISTORY     - Date     Condition        Report By
 KV6295  HISTORY     - 1989     MONUMENTED       NJDT
 KV6295  HISTORY     - 19890619 GOOD             NJGS
 KV6295
 KV6295                          STATION DESCRIPTION
 KV6295
 KV6295'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6295'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6295'IN HOWELL TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6295'INTERSTATE ROUTE I195, EXIT 28, AND U.S.HIGHWAY ROUTE 9, GO 0.7 KM
 KV6295'(0.4 MI) WEST ON I195 TO THE MARK ON THE LEFT, 1.85 M (6.07 FT)
 KV6295'SOUTHEAST FROM THE EDGE OF THE WESTBOUND LANES OF I195, 12.9 M (42.3
 KV6295'FT) NORTHEAST FROM THE EDGE OF THE EASTBOUND LANES OF I195, 47.5 M
 KV6295'(155.8 FT) SOUTHEAST FROM A MRRSA 1984SANITARY SEWER MANHOLE WHICH IS
 KV6295'ABOUT 10 M (32.8 FT) NORTH OF THE EDGE OF THE WESTBOUND LANES AND
 KV6295'ABOUT 3 M (9.8 FT) EAST OF A 7 FT (2.1 M) HIGH VENT PIPE, 77.5 M
 KV6295'(254.3 FT) NORTHEAST FROM AN E TYPE INLET IN THE MEDIAN AND SET FLUSH
 KV6295'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF5257 ***********************************************************************
 DF5257  DESIGNATION -  13 F 3
 DF5257  PID         -  DF5257
 DF5257  STATE/COUNTY-  NJ/MONMOUTH
 DF5257  USGS QUAD   -  ROOSEVELT (1981)
 DF5257
 DF5257                         *CURRENT SURVEY CONTROL
 DF5257  ___________________________________________________________________
 DF5257* NAD 83(1996)-  40 12 06.80615(N)    074 23 32.26632(W)     ADJUSTED  
 DF5257* NAVD 88     -        63.0    (meters)     207.     (feet)  GPS OBS   
 DF5257  ___________________________________________________________________
 DF5257  X           -   1,312,500.955 (meters)                     COMP
 DF5257  Y           -  -4,698,411.100 (meters)                     COMP
 DF5257  Z           -   4,095,152.536 (meters)                     COMP
 DF5257  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 DF5257  ELLIP HEIGHT-          30.65  (meters)          (04/17/03) GPS OBS
 DF5257  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DF5257
 DF5257  HORZ ORDER  -  FIRST
 DF5257  ELLP ORDER  -  THIRD     CLASS I
 DF5257
 DF5257.The horizontal coordinates were established by GPS observations
 DF5257.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DF5257
 DF5257.The orthometric height was determined by GPS observations and a
 DF5257.high-resolution geoid model.
 DF5257
 DF5257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5257
 DF5257.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5257
 DF5257.The ellipsoidal height was determined by GPS observations
 DF5257.and is referenced to NAD 83.
 DF5257
 DF5257.The geoid height was determined by GEOID03.
 DF5257
 DF5257;                    North         East     Units Scale Factor Converg.
 DF5257;SPC NJ       -   151,934.969   159,169.183   MT  0.99990103   +0 04 10.3
 DF5257;SPC NJ       -   498,473.31    522,207.56   sFT  0.99990103   +0 04 10.3
 DF5257;UTM  18      - 4,450,342.542   551,720.485   MT  0.99963293   +0 23 32.2
 DF5257
 DF5257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5257!SPC NJ       -   0.99999519  x   0.99990103  =   0.99989622
 DF5257!UTM  18      -   0.99999519  x   0.99963293  =   0.99962812
 DF5257
 DF5257:                Primary Azimuth Mark                     Grid Az
 DF5257:SPC NJ       -  13 F 4                                   157 49 44.9
 DF5257:UTM  18      -  13 F 4                                   157 30 23.0
 DF5257
 DF5257|---------------------------------------------------------------------|
 DF5257| PID    Reference Object                     Distance      Geod. Az  |
 DF5257|                                                           dddmmss.s |
 DF5257| DF5251 13 F 4                              APPROX. 1.7 KM 1575355.2 |
 DF5257|---------------------------------------------------------------------|
 DF5257
 DF5257                          SUPERSEDED SURVEY CONTROL
 DF5257
 DF5257.No superseded survey control is available for this station.
 DF5257
 DF5257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5172050343(NAD 83)
 DF5257_MARKER: DD = SURVEY DISK
 DF5257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5257_STAMPING: 13 F 3 1991
 DF5257_MARK LOGO: NJGS  
 DF5257_PROJECTION: FLUSH
 DF5257_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5257+STABILITY: SURFACE MOTION
 DF5257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5257+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DF5257
 DF5257  HISTORY     - Date     Condition        Report By
 DF5257  HISTORY     - 1991     MONUMENTED       NJGS
 DF5257  HISTORY     - 20020202 GOOD             NJGS
 DF5257
 DF5257                          STATION DESCRIPTION
 DF5257
 DF5257'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DF5257'THE STATION IS LOCATED IN MILLSTONE TOWNSHIP ON THE EAST SIDE OF
 DF5257'STILLHOUSE ROAD AT THE
 DF5257'CROSSROADS INTERSECTION WITH STAGE COACH ROAD, COUNTY ROAD 524.  TO
 DF5257'REACH THE STATION
 DF5257'FROM THE JUNCTION OF INTERSTATE HIGHWAY 195 EXIT 16 AND COUNTY ROAD
 DF5257'537, MONMOUTH
 DF5257'ROAD, IN BURKESVILLE, GO 0.55 MI NORTHEAST ON COUNTY ROAD 537 TO THE
 DF5257'CROSSROADS
 DF5257'INTERSECTION WITH COUNTY ROADS 526  AND 571.  TURN LEFT AND GO 0.65 MI
 DF5257'NORTHWEST ON
 DF5257'COUNTY ROADS 526 AND 571 TO THE WYE INTERSECTION WHERE COUNTY ROADS
 DF5257'526 AND 571 SPLIT
 DF5257'AT CARR'S TAVERN.  STAY TO THE RIGHT AND FOLLOW COUNTY ROAD 571 FOR
 DF5257'1.4 MI TO THE
 DF5257'CROSSROADS INTERSECTION WITH COUNTY ROAD 524.  TURN RIGHT ON COUNTY
 DF5257'ROAD 524 AND GO
 DF5257'2.35 MI NORTHEAST TO THE CROSSROADS INTERSECTION WITH STILLHOUSE ROAD
 DF5257'AND THE STATION
 DF5257'ON THE RIGHT.
 DF5257' 
 DF5257'THE STATION IS 12.3 M EAST SOUTHEAST FROM THE CENTERLINE OF STILLHOUSE
 DF5257'ROAD, 17.9 M
 DF5257'SOUTH SOUTHEAST FROM THE CENTERLINE OF COUNTY ROAD 524, 4.35 M EAST
 DF5257'FROM THE NORTH
 DF5257'POST OF A SIGN FOR BRANDYWINE ESTATES II, 5.0 M NORTHEAST FROM THE
 DF5257'SOUTH POST OF THE
 DF5257'SAME SIGN. 6.05 M SOUTHEAST FROM A STOP SIGN, 19.5 M SOUTHEAST FROM
 DF5257'WOOD UTILITY POLE
 DF5257'NUMBER JC 1011 ME, AND 25.9 M SOUTHEAST FROM WOOD UTILITY POLE NUMBER
 DF5257'JC 2940 ME.  THE
 DF5257'STATION IS SET FLUSH WITH THE GROUND.
 DF5257'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF5251 ***********************************************************************
 DF5251  DESIGNATION -  13 F 4
 DF5251  PID         -  DF5251
 DF5251  STATE/COUNTY-  NJ/MONMOUTH
 DF5251  USGS QUAD   -  ROOSEVELT (1981)
 DF5251
 DF5251                         *CURRENT SURVEY CONTROL
 DF5251  ___________________________________________________________________
 DF5251* NAD 83(1996)-  40 11 15.41679(N)    074 23 05.05674(W)     ADJUSTED  
 DF5251* NAVD 88     -        55.1    (meters)     181.     (feet)  GPS OBS   
 DF5251  ___________________________________________________________________
 DF5251  X           -   1,313,394.471 (meters)                     COMP
 DF5251  Y           -  -4,699,217.314 (meters)                     COMP
 DF5251  Z           -   4,093,936.668 (meters)                     COMP
 DF5251  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 DF5251  ELLIP HEIGHT-          22.73  (meters)          (04/17/03) GPS OBS
 DF5251  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DF5251
 DF5251  HORZ ORDER  -  FIRST
 DF5251  ELLP ORDER  -  THIRD     CLASS I
 DF5251
 DF5251.The horizontal coordinates were established by GPS observations
 DF5251.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DF5251
 DF5251.The orthometric height was determined by GPS observations and a
 DF5251.high-resolution geoid model.
 DF5251
 DF5251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5251
 DF5251.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5251
 DF5251.The ellipsoidal height was determined by GPS observations
 DF5251.and is referenced to NAD 83.
 DF5251
 DF5251.The geoid height was determined by GEOID03.
 DF5251
 DF5251;                    North         East     Units Scale Factor Converg.
 DF5251;SPC NJ       -   150,350.882   159,814.697   MT  0.99990119   +0 04 27.8
 DF5251;SPC NJ       -   493,276.19    524,325.39   sFT  0.99990119   +0 04 27.8
 DF5251;UTM  18      - 4,448,762.539   552,374.735   MT  0.99963377   +0 23 49.3
 DF5251
 DF5251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5251!SPC NJ       -   0.99999643  x   0.99990119  =   0.99989762
 DF5251!UTM  18      -   0.99999643  x   0.99963377  =   0.99963021
 DF5251
 DF5251:                Primary Azimuth Mark                     Grid Az
 DF5251:SPC NJ       -  13 F 3                                   337 49 44.9
 DF5251:UTM  18      -  13 F 3                                   337 30 23.4
 DF5251
 DF5251|---------------------------------------------------------------------|
 DF5251| PID    Reference Object                     Distance      Geod. Az  |
 DF5251|                                                           dddmmss.s |
 DF5251| DF5257 13 F 3                              APPROX. 1.7 KM 3375412.7 |
 DF5251|---------------------------------------------------------------------|
 DF5251
 DF5251                          SUPERSEDED SURVEY CONTROL
 DF5251
 DF5251.No superseded survey control is available for this station.
 DF5251
 DF5251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5237548763(NAD 83)
 DF5251_MARKER: DD = SURVEY DISK
 DF5251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5251_STAMPING: 13 F 4 1991
 DF5251_MARK LOGO: NJGS  
 DF5251_PROJECTION: RECESSED 10 CENTIMETERS
 DF5251_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5251+STABILITY: SURFACE MOTION
 DF5251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5251+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DF5251
 DF5251  HISTORY     - Date     Condition        Report By
 DF5251  HISTORY     - 1991     MONUMENTED       NJGS
 DF5251  HISTORY     - 20020202 GOOD             NJGS
 DF5251
 DF5251                          STATION DESCRIPTION
 DF5251
 DF5251'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DF5251'THE STATION IS LOCATED IN FREEHOLD TOWNSHIP AT THE WYE INTERSECTION OF
 DF5251'MONMOUTH
 DF5251'ROAR, COUNTY ROAD 537 AND FRANCIS MILLS ROAD.  TO REACH THE STATION
 DF5251'FROM THE JUNCTION
 DF5251'OF MONMOUTH ROAD, COUNTY ROAD 537 BRIDGE OVER INTERSTATE HIGHWAY 195
 DF5251'AT EXIT 16, GO
 DF5251'NORTHEAST ON MONMOUTH ROAD FOR 3.0 MI TO THE STATION ON THE RIGHT, SET
 DF5251'IN A GRASS AREA
 DF5251'AT THE POINT OF THE REVERSE WYE INTERSECTION WITH FRANCIS MILLS ROAD.
 DF5251'THE STATION IS 8.5 M SOUTHEAST FROM THE SOUTHEAST EDGE OF PAVING OF
 DF5251'COUNTY ROAD 537,
 DF5251'13.8 M SOUTHEAST FROM THE CENTERLINE OF COUNTY ROAD 537, 21.9 M EAST
 DF5251'SOUTHEAST FROM
 DF5251'WOOD UTILITY POLE NUMBER BT 1766 FT, 15.35 M EAST FROM THE CENTER OF
 DF5251'THE NORTHEAST
 DF5251'ALUMINUM SUPPORT COLUMN FOR A FIVE FOOT HIGH ELICTRICAL CIRCUIT BOX,
 DF5251'4.05 M SOUTHWEST
 DF5251'FROM THE ROAD SIGN FOR FRANCIS MILLS ROAD AND COUNTY ROAD 537, 3.9 M
 DF5251'SOUTH FROM A
 DF5251'MAILBOX FOR MCOWEN, 5.0 M NORTHWEST FROM THE NORTHWEST EDGE OF PAVING
 DF5251'OF FRANCIS
 DF5251'MILLS ROAD, AND 8.6 M NORTHWEST FROM THE CENTERLINE OF FRANCIS MILLS
 DF5251'ROAD.  THE STATION
 DF5251'IS SET 0.1 M BELOW THE GROUND.
 DF5251'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7139 ***********************************************************************
 KV7139  DESIGNATION -  13 F 5
 KV7139  PID         -  KV7139
 KV7139  STATE/COUNTY-  NJ/MONMOUTH
 KV7139  USGS QUAD   -  FREEHOLD (1981)
 KV7139
 KV7139                         *CURRENT SURVEY CONTROL
 KV7139  ___________________________________________________________________
 KV7139* NAD 83(1996)-  40 18 39.00254(N)    074 15 17.62551(W)     ADJUSTED  
 KV7139* NAVD 88     -        46.8    (meters)     154.     (feet)  GPS OBS   
 KV7139  ___________________________________________________________________
 KV7139  X           -   1,321,639.732 (meters)                     COMP
 KV7139  Y           -  -4,687,714.254 (meters)                     COMP
 KV7139  Z           -   4,104,374.052 (meters)                     COMP
 KV7139  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 KV7139  ELLIP HEIGHT-          14.41  (meters)          (10/23/02) GPS OBS
 KV7139  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV7139
 KV7139  HORZ ORDER  -  FIRST
 KV7139  ELLP ORDER  -  FOURTH    CLASS I
 KV7139
 KV7139.The horizontal coordinates were established by GPS observations
 KV7139.and adjusted by the National Geodetic Survey in May 1999..
 KV7139
 KV7139.The orthometric height was determined by GPS observations and a
 KV7139.high-resolution geoid model.
 KV7139
 KV7139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7139
 KV7139.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7139
 KV7139.The ellipsoidal height was determined by GPS observations
 KV7139.and is referenced to NAD 83.
 KV7139
 KV7139.The geoid height was determined by GEOID03.
 KV7139
 KV7139;                    North         East     Units Scale Factor Converg.
 KV7139;SPC NJ       -   164,054.057   170,833.093   MT  0.99990534   +0 09 30.8
 KV7139;SPC NJ       -   538,234.02    560,474.91   sFT  0.99990534   +0 09 30.8
 KV7139;UTM  18      - 4,462,524.021   563,312.825   MT  0.99964934   +0 28 55.4
 KV7139
 KV7139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7139!SPC NJ       -   0.99999774  x   0.99990534  =   0.99990308
 KV7139!UTM  18      -   0.99999774  x   0.99964934  =   0.99964708
 KV7139
 KV7139                          SUPERSEDED SURVEY CONTROL
 KV7139
 KV7139  NAD 83(1992)-  40 18 39.00191(N)    074 15 17.62570(W) AD(       ) 1
 KV7139  ELLIP H (09/14/94)   14.35   (m)                       GP(       ) 3 1
 KV7139
 KV7139.Superseded values are not recommended for survey control.
 KV7139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7139.See file dsdata.txt to determine how the superseded data were derived.
 KV7139
 KV7139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6331362524(NAD 83)
 KV7139_MARKER: DD = SURVEY DISK
 KV7139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7139_SP_SET: CONCRETE POST
 KV7139_STAMPING: 13 F 5 1993
 KV7139_MARK LOGO: NJGS  
 KV7139_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7139+STABILITY: SURFACE MOTION
 KV7139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7139+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7139
 KV7139  HISTORY     - Date     Condition        Report By
 KV7139  HISTORY     - 1993     MONUMENTED       NJGS
 KV7139
 KV7139                          STATION DESCRIPTION
 KV7139
 KV7139'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7139'THE STATION IS LOCATED IN MARLBORO TOWNSHIP, SET IN THE GRASS MEDIAN
 KV7139'OF STATE ROUTE 18, ABOUT 0.2 MI (0.3 KM) NORTH NORTHWEST OF THE STATE
 KV7139'ROUTE 79 BRIDGE SPANNING ROUTE 18.  TO REACH THE STATION FROM THE
 KV7139'COURTHOUSE IN FREEHOLD, GO 3.8 MI (6.1 KM) NORTHEAST ON STATE ROUTE
 KV7139'79 TO THE CLOVER LEAF JUNTION WITH STATE ROUTE 18, TAKE THE
 KV7139'NORTHBOUND ROUTE 18 EXIT AND GO ABOUT 1.5 MI (2.4 KM) NORTH NORTHWEST
 KV7139'TO THE STATION ON THE LEFT.  THE STATION IS 4.2 M (13.8 FT) WEST
 KV7139'SOUTHWEST OF THE WEST EDGE OF PAVING OF THE NORTHBOUND LANES OF ROUTE
 KV7139'18, 12.1 M (39.7 FT) EAST SOUTHEAST OF THE EAST EDGE OF PAVING OF THE
 KV7139'SOUTHBOUND LANES OF ROUTE 18, 110.4 M (362.2 FT) NORTH NORTHWEST OF
 KV7139'THE NORTHWEST TANGENT POINT TO THE NOSE OF THE GUIDE RAIL FOR THE
 KV7139'SIGN BRIDGE IN THE MEDIAN, 146.5 M (480.6 FT) NORTH NORTHWEST OF THE
 KV7139'CENTERLINE OF THE SIGN BRIDGE, 56.4 M (185.0 FT) EAST SOUTHEAST OF AN
 KV7139'INLET NEAR THE RANGE OF A SIGN FOR THE NORTHBOUND LANES, 50.4 M
 KV7139'(165.4 FT) NORTH NORTHWEST OF THE CENTER OF AN INLET IN THE MEDIAN
 KV7139'AND 0.05 M (0.16 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6226 ***********************************************************************
 KV6226  DESIGNATION -  13 G 1
 KV6226  PID         -  KV6226
 KV6226  STATE/COUNTY-  NJ/MONMOUTH
 KV6226  USGS QUAD   -  SANDY HOOK (1981)
 KV6226
 KV6226                         *CURRENT SURVEY CONTROL
 KV6226  ___________________________________________________________________
 KV6226* NAD 83(1996)-  40 25 52.81251(N)    074 05 42.79259(W)     ADJUSTED  
 KV6226* NAVD 88     -         1.7    (meters)       6.     (feet)  GPS OBS   
 KV6226  ___________________________________________________________________
 KV6226  X           -   1,332,314.053 (meters)                     COMP
 KV6226  Y           -  -4,675,644.358 (meters)                     COMP
 KV6226  Z           -   4,114,539.242 (meters)                     COMP
 KV6226  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 KV6226  ELLIP HEIGHT-         -30.66  (meters)          (10/23/02) GPS OBS
 KV6226  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV6226
 KV6226  HORZ ORDER  -  FIRST
 KV6226  ELLP ORDER  -  FOURTH    CLASS I
 KV6226
 KV6226.The horizontal coordinates were established by GPS observations
 KV6226.and adjusted by the National Geodetic Survey in May 1999..
 KV6226
 KV6226.The orthometric height was determined by GPS observations and a
 KV6226.high-resolution geoid model.
 KV6226
 KV6226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6226
 KV6226.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6226
 KV6226.The ellipsoidal height was determined by GPS observations
 KV6226.and is referenced to NAD 83.
 KV6226
 KV6226.The geoid height was determined by GEOID03.
 KV6226
 KV6226;                    North         East     Units Scale Factor Converg.
 KV6226;SPC NJ       -   177,483.410   184,343.851   MT  0.99991451   +0 15 45.1
 KV6226;SPC NJ       -   582,293.49    604,801.45   sFT  0.99991451   +0 15 45.1
 KV6226;UTM  18      - 4,476,026.171   576,744.108   MT  0.99967250   +0 35 12.5
 KV6226
 KV6226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6226!SPC NJ       -   1.00000481  x   0.99991451  =   0.99991932
 KV6226!UTM  18      -   1.00000481  x   0.99967250  =   0.99967731
 KV6226
 KV6226                          SUPERSEDED SURVEY CONTROL
 KV6226
 KV6226  ELLIP H (05/14/99)  -30.67   (m)                       GP(       ) 4 1
 KV6226  NAD 83(1996)-  40 25 52.81171(N)    074 05 42.79256(W) AD(       ) 1
 KV6226  NAD 83(1992)-  40 25 52.81175(N)    074 05 42.79267(W) AD(       ) 1
 KV6226  ELLIP H (09/14/94)  -30.73   (m)                       GP(       ) 3 1
 KV6226  NAD 83(1986)-  40 25 52.81159(N)    074 05 42.79141(W) AD(       ) 2
 KV6226  NGVD 29 (03/28/90)    2.2    (m)            7.     (f) GPS OBS        
 KV6226
 KV6226.Superseded values are not recommended for survey control.
 KV6226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6226.See file dsdata.txt to determine how the superseded data were derived.
 KV6226
 KV6226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7674476026(NAD 83)
 KV6226_MARKER: DD = SURVEY DISK
 KV6226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6226_SP_SET: CONCRETE POST
 KV6226_STAMPING: 13 G 1 1988
 KV6226_MARK LOGO: NJGS  
 KV6226_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6226+STABILITY: SURFACE MOTION
 KV6226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6226+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2001
 KV6226
 KV6226  HISTORY     - Date     Condition        Report By
 KV6226  HISTORY     - 1988     MONUMENTED       NJGS
 KV6226  HISTORY     - 19931103 GOOD             NJGS
 KV6226  HISTORY     - 19970903 GOOD             USPSQD
 KV6226  HISTORY     - 20011204 GOOD             GRAGEL
 KV6226
 KV6226                          STATION DESCRIPTION
 KV6226
 KV6226'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6226'TO REACH THE STATION FROM THE U.S. NAVAL WEAPONS STATION EARLE
 KV6226'RAILROAD BRIDGE OVER STATE ROUTE 36 IN MIDDLETOWN TOWNSHIP, PROCEED
 KV6226'WEST ON ROUTE 36 FOR 3.4 KM (5.47 MI) TO MAIN STREET IN PORT MONMOUTH,
 KV6226'THENCE 1.0 KM (1.61 MI) NORTHEAST ON MAIN STREET TO THE NORTHEAST
 KV6226'CORNER OF MAIN STREET AND BROADWAY AND THE STATION ON THE RIGHT.  IT
 KV6226'IS LOCATED 6.2 M (20.34 FT) SOUTH OF THE CENTERLINE OF MAIN STREET,
 KV6226'20.4 M (66.93 FT) SOUTH SOUTHEAST OF THE SOUTHWEST CORNER OF A FRAME
 KV6226'HOUSE NUMBER 94, 11.0 M (36.09 FT) SOUTH OF THE SOUTHWEST CORNER OF A
 KV6226'4 FOOT HIGH CHAIN LINK FENCE, 19.8 M (64.96 FT) WEST OF POLE 4959 MDT,
 KV6226'9.4 M (30.84 FT) EAST OF POLE 4953 MDT, 18.3 M (60.04 FT) EAST OF
 KV6226'THE CENTER OF BROADWAY, 22.9 M (75.13 FT) EAST OF A FIRE HYDRANT ON
 KV6226'THE WEST SIDE OF BROADWAY, 12.2 M (40.03 FT) NORTHEAST OF THE CENTER
 KV6226'OF A RAISED MANHOLE ON THE EAST SIDE OF BROADWAY.  THE STATION IS SET
 KV6226'FLUSH WITH THE GROUND.
 KV6226
 KV6226                          STATION RECOVERY (1993)
 KV6226
 KV6226'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6226'THE STATION IS LOCATED IN MIDDLETOWN TOWNSHIP. TO REACH THE STATION
 KV6226'FROM THE U.S. NAVAL WEAPONS STATION EARLE RAILROAD BRIDGE OVER STATE
 KV6226'ROUTE 36 IN MIDDLETOWN TOWNSHIP, PROCEED WEST ON ROUTE 36 FOR 3.4 KM
 KV6226'(2.1 MI) TO MAIN STREET IN PORT MONMOUTH, TURN RIGHT AND GO 0.6 MI
 KV6226'(1.0 KM) NORTHEAST ON MAIN STREET TO THE NORTHEAST CORNER OF MAIN
 KV6226'STREET AND BROADWAY AND THE STATION ON THE RIGHT.  IT IS LOCATED 6.2
 KV6226'M (20.3 FT) SOUTH OF THE CENTERLINE OF MAIN STREET, 20.4 M (66.9 FT)
 KV6226'SOUTH SOUTHEAST OF THE SOUTHWEST CORNER OF A FRAME HOUSE NUMBER 94,
 KV6226'11.0 M (36.1 FT) SOUTH OF THE SOUTHWEST CORNER OF A 4 FOOT HIGH CHAIN
 KV6226'LINK FENCE, 19.8 M (65.0 FT) WEST OF POLE 4959 MDT, 9.4 M (30.8 FT)
 KV6226'EAST OF POLE 4953 MDT, 18.3 M (60.0 FT) EAST OF THE CENTER OF
 KV6226'BROADWAY, 22.9 M (75.1 FT) EAST OF A FIRE HYDRANT ON THE WEST SIDE OF
 KV6226'BROADWAY, 12.2 M (40.0 FT) NORTHEAST OF THE CENTER OF A RAISED
 KV6226'MANHOLE ON THE EAST SIDE OF BROADWAY.  THE STATION IS SET FLUSH WITH
 KV6226'THE GROUND.
 KV6226
 KV6226                          STATION RECOVERY (1997)
 KV6226
 KV6226'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6226'RECOVERED IN GOOD CONDITION.
 KV6226
 KV6226                          STATION RECOVERY (2001)
 KV6226
 KV6226'RECOVERY NOTE BY GRAVATT GELLER AND ASSOCIATES 2001 (RWS)
 KV6226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6296 ***********************************************************************
 KV6296  DESIGNATION -  13 G 2
 KV6296  PID         -  KV6296
 KV6296  STATE/COUNTY-  NJ/MONMOUTH
 KV6296  USGS QUAD   -  ADELPHIA (1981)
 KV6296
 KV6296                         *CURRENT SURVEY CONTROL
 KV6296  ___________________________________________________________________
 KV6296* NAD 83(1996)-  40 09 21.63718(N)    074 15 12.47820(W)     ADJUSTED  
 KV6296* NAVD 88     -        30.564  (meters)     100.28   (feet)  ADJUSTED  
 KV6296  ___________________________________________________________________
 KV6296  X           -   1,324,766.757 (meters)                     COMP
 KV6296  Y           -  -4,698,356.556 (meters)                     COMP
 KV6296  Z           -   4,091,239.141 (meters)                     COMP
 KV6296  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 KV6296  ELLIP HEIGHT-          -1.98  (meters)          (10/23/02) GPS OBS
 KV6296  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KV6296  DYNAMIC HT  -          30.551 (meters)     100.23  (feet)  COMP
 KV6296  MODELED GRAV-     980,195.7   (mgal)                       NAVD 88
 KV6296
 KV6296  HORZ ORDER  -  FIRST
 KV6296  VERT ORDER  -  FIRST     CLASS II
 KV6296  ELLP ORDER  -  FOURTH    CLASS I
 KV6296
 KV6296.The horizontal coordinates were established by GPS observations
 KV6296.and adjusted by the National Geodetic Survey in May 1999..
 KV6296
 KV6296.The orthometric height was determined by differential leveling
 KV6296.and adjusted by the National Geodetic Survey in June 1991..
 KV6296
 KV6296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6296
 KV6296.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6296
 KV6296.The ellipsoidal height was determined by GPS observations
 KV6296.and is referenced to NAD 83.
 KV6296
 KV6296.The geoid height was determined by GEOID03.
 KV6296
 KV6296.The dynamic height is computed by dividing the NAVD 88
 KV6296.geopotential number by the normal gravity value computed on the
 KV6296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6296.degrees latitude (g = 980.6199 gals.).
 KV6296
 KV6296.The modeled gravity was interpolated from observed gravity values.
 KV6296
 KV6296;                    North         East     Units Scale Factor Converg.
 KV6296;SPC NJ       -   146,864.598   171,002.396   MT  0.99990543   +0 09 32.3
 KV6296;SPC NJ       -   481,838.27    561,030.36   sFT  0.99990543   +0 09 32.3
 KV6296;UTM  18      - 4,445,340.187   563,578.952   MT  0.99964976   +0 28 53.2
 KV6296
 KV6296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6296!SPC NJ       -   1.00000031  x   0.99990543  =   0.99990574
 KV6296!UTM  18      -   1.00000031  x   0.99964976  =   0.99965007
 KV6296
 KV6296                          SUPERSEDED SURVEY CONTROL
 KV6296
 KV6296  NAD 83(1986)-  40 09 21.63818(N)    074 15 12.48029(W) AD(       ) 1
 KV6296  NAVD 88 (02/25/94)   30.56   (m)          100.3    (f) LEVELING    3  
 KV6296  NGVD 29 (01/10/92)   30.890  (m)          101.34   (f) ADJUSTED    1 2
 KV6296
 KV6296.Superseded values are not recommended for survey control.
 KV6296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6296.See file dsdata.txt to determine how the superseded data were derived.
 KV6296
 KV6296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6357945340(NAD 83)
 KV6296_MARKER: DD = SURVEY DISK
 KV6296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6296_SP_SET: CONCRETE POST
 KV6296_STAMPING: 13 G 2 1989
 KV6296_MARK LOGO: NJGS  
 KV6296_PROJECTION: FLUSH
 KV6296_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6296+STABILITY: SURFACE MOTION
 KV6296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6296+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6296
 KV6296  HISTORY     - Date     Condition        Report By
 KV6296  HISTORY     - 1989     MONUMENTED       NJDT
 KV6296  HISTORY     - 19890619 GOOD             NJGS
 KV6296  HISTORY     - 19911021 GOOD             NJGS
 KV6296  HISTORY     - 19930225 GOOD
 KV6296  HISTORY     - 20020202 GOOD             NJGS
 KV6296
 KV6296                          STATION DESCRIPTION
 KV6296
 KV6296'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6296'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6296'IN HOWELL TOWNSHIP.  TO REACH THE STATION, GO 2.0 KM (1.2 MI) WEST ON
 KV6296'INTERSTATE ROUTE I195 FROM ITS JUNCTION WITH U.S.HIGHWAY ROUTE 9,
 KV6296'EXIT 28, TO THE STATION ON THE LEFT, JUST SOUTH FROM THE DEAD END OF
 KV6296'ADDISON ROAD, WHICH IS VISIBLE ON THE NORTH SIDE OF I195, 2.0 M (6.6
 KV6296'FT) SOUTH FROM THE EDGE OF THE WESTBOUND LANES OF I195, 12.9 M (42.3
 KV6296'FT) NORTH FROM THE EDGE OF THE EASTBOUND LANES OF I195, 24.35 M
 KV6296'(79.89 FT) SOUTHWEST FROM MILEPOST 26.0 ON WESTBOUND I195, 34.1 M
 KV6296'(111.9 FT) NORTH NORTHWEST FROM MILEPOST 26.0 ON EASTBOUND I195,
 KV6296'27.15 M (89.07 FT) NORTHWEST FROM AN E TYPE INLET IN THE MEDIAN, 0.38
 KV6296'KM (0.24 MI) EAST ON I195 FROM THE JUNCTION ON I195 AND THE FORT
 KV6296'PLAINS ROAD OVERPASS AND SET FLUSH WITH THE GROUND.
 KV6296
 KV6296                          STATION RECOVERY (1991)
 KV6296
 KV6296'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV6296'RECOVERED IN GOOD CONDITION.
 KV6296
 KV6296                          STATION RECOVERY (1993)
 KV6296
 KV6296'RECOVERED 1993
 KV6296'RECOVERED IN GOOD CONDITION.
 KV6296
 KV6296                          STATION RECOVERY (2002)
 KV6296
 KV6296'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6296'RECOVERED WITH THE FOLLOWING ADDITIONS.  THE STATION IS LOCATED 18.1 M
 KV6296'WEST ALONG THE
 KV6296'MEDIAN FROM MILE POST 26.0 ON THE EAST BOUND LANES OF INTERSTATE
 KV6296'HIGHWAY 195, 18.25 M
 KV6296'WEST FROM A METAL WITNESS POST AND SIGN ON THE SOUTH SIDE OF THE
 KV6296'WESTBOUND LANES OF
 KV6296'THE HIGHWAY, 24.0 M NORTHWEST FROM A METAL WITNESS POST AND SIGN ON
 KV6296'THE NORTH SIDE OF
 KV6296'THE EASTBOUND LANES OF THE HIGHWAY, 0.25 M NORTH FROM A METAL WITNESS
 KV6296'POST,  AND 13.15
 KV6296'M WEST FROM A SIGN READING NJ TURNPIKE 20 MILES.
 KV6296' 
 KV6296'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF5258 ***********************************************************************
 DF5258  DESIGNATION -  13 G 3
 DF5258  PID         -  DF5258
 DF5258  STATE/COUNTY-  NJ/MONMOUTH
 DF5258  USGS QUAD   -  ROOSEVELT (1981)
 DF5258
 DF5258                         *CURRENT SURVEY CONTROL
 DF5258  ___________________________________________________________________
 DF5258* NAD 83(1996)-  40 13 16.65894(N)    074 24 06.55836(W)     ADJUSTED  
 DF5258* NAVD 88     -        79.9    (meters)     262.     (feet)  GPS OBS   
 DF5258  ___________________________________________________________________
 DF5258  X           -   1,311,349.255 (meters)                     COMP
 DF5258  Y           -  -4,697,301.885 (meters)                     COMP
 DF5258  Z           -   4,096,808.802 (meters)                     COMP
 DF5258  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 DF5258  ELLIP HEIGHT-          47.54  (meters)          (04/17/03) GPS OBS
 DF5258  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 DF5258
 DF5258  HORZ ORDER  -  FIRST
 DF5258  ELLP ORDER  -  THIRD     CLASS I
 DF5258
 DF5258.The horizontal coordinates were established by GPS observations
 DF5258.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DF5258
 DF5258.The orthometric height was determined by GPS observations and a
 DF5258.high-resolution geoid model.
 DF5258
 DF5258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5258
 DF5258.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5258
 DF5258.The ellipsoidal height was determined by GPS observations
 DF5258.and is referenced to NAD 83.
 DF5258
 DF5258.The geoid height was determined by GEOID03.
 DF5258
 DF5258;                    North         East     Units Scale Factor Converg.
 DF5258;SPC NJ       -   154,088.359   158,355.857   MT  0.99990086   +0 03 48.2
 DF5258;SPC NJ       -   505,538.22    519,539.17   sFT  0.99990086   +0 03 48.2
 DF5258;UTM  18      - 4,452,490.738   550,895.260   MT  0.99963189   +0 23 10.6
 DF5258
 DF5258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5258!SPC NJ       -   0.99999254  x   0.99990086  =   0.99989340
 DF5258!UTM  18      -   0.99999254  x   0.99963189  =   0.99962444
 DF5258
 DF5258                          SUPERSEDED SURVEY CONTROL
 DF5258
 DF5258.No superseded survey control is available for this station.
 DF5258
 DF5258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5089552491(NAD 83)
 DF5258_MARKER: DD = SURVEY DISK
 DF5258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5258_STAMPING: 13 G 3 1991
 DF5258_MARK LOGO: NJGS  
 DF5258_PROJECTION: FLUSH
 DF5258_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5258+STABILITY: SURFACE MOTION
 DF5258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5258+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DF5258
 DF5258  HISTORY     - Date     Condition        Report By
 DF5258  HISTORY     - 1991     MONUMENTED       NJGS
 DF5258  HISTORY     - 20020202 GOOD             NJGS
 DF5258
 DF5258                          STATION DESCRIPTION
 DF5258
 DF5258'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DF5258'THE STATION IS LOCATED IN MILLSTONE TOWNSHIP ON THE NORTHWEST SIDE OF
 DF5258'STILLHOUSE ROAD,
 DF5258'JUST NORTH OF THE CROSSROADS INTERSECTION WITH SWEETMAN LANE IN SAINT
 DF5258'JOSEPH.  TO
 DF5258'REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS 537 AND 524 IN
 DF5258'CHARLESTON SPRINGS,
 DF5258'GO 1.9 MI SOUTHWEST ON COUNTY ROAD 524 TO THE CROSSROADS INTERSECTION
 DF5258'WITH
 DF5258'STILLHOUSE ROAD.  TURN RIGHT AND GO 1.45 MI NORTH ON STILLHOUSE ROAD
 DF5258'TO THE JUNCTION
 DF5258'WITH SWEETMAN LANE AND THE STATION, IN A GRAVEL PARKING AREA ON THE
 DF5258'LEFT, JUST
 DF5258'NORTHWEST OF THE INTERSECTION AND OPPOSITE A CEMETERY BEHIND SAINT
 DF5258'JOSEPHS ROMAN
 DF5258'CATHOLIC CHURCH, WHICH IS LOCATED AT THE NORTHEAST CORNER OF THE
 DF5258'INTERSECTION.
 DF5258' 
 DF5258'THE STATION IS 16.2 M WEST SOUTHWEST FROM THE CENTERLINE OF STILLHOUSE
 DF5258'ROAD, 15.8 M
 DF5258'SOUTHWEST FROM WOOD UTILITY POLE NUMBER JC 838 ME, 24.1 M WEST
 DF5258'SOUTHWEST FROM THE
 DF5258'CENTER OF A GRANITE MARKER FOR MICHALCUK, LOCATED IN THE CEMETERY
 DF5258'ACROSS THE ROAD
 DF5258'FROM THE STATION, 38.4 M WEST NORTHWEST FROM THE NORTHWEST CORNER OF
 DF5258'THE WEST
 DF5258'EXTENSION OF THE CHURCH BUILDING, AND 29.4 M NORTH FROM THE CENTERLINE
 DF5258'OF SWEETMAN
 DF5258'LANE.  THE STATION IS SET FLUSH WITH THE GROUND.
 DF5258'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6965 ***********************************************************************
 KV6965  DESIGNATION -  13 G 4
 KV6965  PID         -  KV6965
 KV6965  STATE/COUNTY-  NJ/MONMOUTH
 KV6965  USGS QUAD   -  ADELPHIA (1981)
 KV6965
 KV6965                         *CURRENT SURVEY CONTROL
 KV6965  ___________________________________________________________________
 KV6965* NAD 83(1996)-  40 14 40.31630(N)    074 16 19.59365(W)     ADJUSTED  
 KV6965* NAVD 88     -        46.2    (meters)     152.     (feet)  GPS OBS   
 KV6965  ___________________________________________________________________
 KV6965  X           -   1,321,521.410 (meters)                     COMP
 KV6965  Y           -  -4,692,692.103 (meters)                     COMP
 KV6965  Z           -   4,098,756.976 (meters)                     COMP
 KV6965  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 KV6965  ELLIP HEIGHT-          13.89  (meters)          (10/23/02) GPS OBS
 KV6965  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV6965
 KV6965  HORZ ORDER  -  FIRST
 KV6965  ELLP ORDER  -  FOURTH    CLASS I
 KV6965
 KV6965.The horizontal coordinates were established by GPS observations
 KV6965.and adjusted by the National Geodetic Survey in May 1999..
 KV6965
 KV6965.The orthometric height was determined by GPS observations and a
 KV6965.high-resolution geoid model.
 KV6965
 KV6965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6965
 KV6965.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6965
 KV6965.The ellipsoidal height was determined by GPS observations
 KV6965.and is referenced to NAD 83.
 KV6965
 KV6965.The geoid height was determined by GEOID03.
 KV6965
 KV6965;                    North         East     Units Scale Factor Converg.
 KV6965;SPC NJ       -   156,688.734   169,388.936   MT  0.99990463   +0 08 50.0
 KV6965;SPC NJ       -   514,069.62    555,736.87   sFT  0.99990463   +0 08 50.0
 KV6965;UTM  18      - 4,455,152.560   561,910.607   MT  0.99964718   +0 28 13.0
 KV6965
 KV6965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6965!SPC NJ       -   0.99999782  x   0.99990463  =   0.99990245
 KV6965!UTM  18      -   0.99999782  x   0.99964718  =   0.99964500
 KV6965
 KV6965                          SUPERSEDED SURVEY CONTROL
 KV6965
 KV6965  ELLIP H (05/14/99)   13.88   (m)                       GP(       ) 4 1
 KV6965  NAD 83(1986)-  40 14 40.31724(N)    074 16 19.59583(W) AD(       ) 1
 KV6965
 KV6965.Superseded values are not recommended for survey control.
 KV6965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6965.See file dsdata.txt to determine how the superseded data were derived.
 KV6965
 KV6965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6191155153(NAD 83)
 KV6965_MARKER: DD = SURVEY DISK
 KV6965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6965_SP_SET: CONCRETE POST
 KV6965_STAMPING: 13 G 4 1991
 KV6965_MARK LOGO: NJGS  
 KV6965_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6965+STABILITY: SURFACE MOTION
 KV6965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6965+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1993
 KV6965
 KV6965  HISTORY     - Date     Condition        Report By
 KV6965  HISTORY     - 1991     MONUMENTED       NJGS
 KV6965  HISTORY     - 19930225 GOOD
 KV6965
 KV6965                          STATION DESCRIPTION
 KV6965
 KV6965'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6965'THE STATION IS LOCATED IN FREEHOLD TOWNSHIP ON THE NORTH SIDE OF
 KV6965'DANIELS WAY, OPPOSITE A ROAD LEADING SOUTH INTO THE NEW JERSEY
 KV6965'DEPARTMENT OF TRANSPORTATION EQUIPMENT SERVICE CENTER AT THE FREEHOLD
 KV6965'REGIONAL HEADQUARTERS.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6965'STATE HIGHWAY 33 BUSINESS, PARK AVENUE AND STATE HIGHWAY 79, SOUTH
 KV6965'STREET IN THE BOROUGH OF FREEHOLD, GO 0.4 MI (0.6 KM) SOUTH ON STATE
 KV6965'HIGHWAY 79 TO THE JUNCTION WITH DANIELS WAY.  TURN LEFT AND GO 0.15
 KV6965'MI (0.24 KM) EAST ON DANIELS WAY, PAST THE HEADQUARTERS BUILDING, TO
 KV6965'THE STATION ON THE LEFT.  THE STATION IS 2.5 M (8.2 FT) WEST FROM THE
 KV6965'EXTENDED CENTERLINE OF THE SERVICE ROAD LEADING INTO THE
 KV6965'HEADQUARTERS, 5.0 M (16.4 FT) NORTH FROM THE CENTER OF AN INLET, 10.0
 KV6965'M (32.8 FT) NORTH FROM THE CENTERLINE OF DANIELS WAY, 15.3 M
 KV6965'(50.2 FT) NORTH NORTHEAST FROM THE CENTER OF A DOUBLE GRATE INLET IN
 KV6965'THE PAVING, 21.6 M (70.9 FT) NORTHEAST FROM POLE BT 3581 FT, 19.6 M
 KV6965'(64.3 FT) NORTHWEST FROM THE EAST END OF THE CURB RETURN FROM THE
 KV6965'SERVICE ROAD ONTO DANIELS WAY AND 19.0 M (62.3 FT) NORTHEAST FROM THE
 KV6965'WEST END OF THE CURB RETURN FROM THE SERVICE ROAD ONTO DANIELS WAY.
 KV6965'THE STATION IS SET FLUSH WITH THE GROUND.
 KV6965
 KV6965                          STATION RECOVERY (1993)
 KV6965
 KV6965'RECOVERED 1993
 KV6965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7140 ***********************************************************************
 KV7140  DESIGNATION -  13 G 5
 KV7140  PID         -  KV7140
 KV7140  STATE/COUNTY-  NJ/MONMOUTH
 KV7140  USGS QUAD   -  MARLBORO (1981)
 KV7140
 KV7140                         *CURRENT SURVEY CONTROL
 KV7140  ___________________________________________________________________
 KV7140* NAD 83(1996)-  40 16 42.07123(N)    074 13 26.61089(W)     ADJUSTED  
 KV7140* NAVD 88     -        34.5    (meters)     113.     (feet)  GPS OBS   
 KV7140  ___________________________________________________________________
 KV7140  X           -   1,324,794.149 (meters)                     COMP
 KV7140  Y           -  -4,689,237.912 (meters)                     COMP
 KV7140  Z           -   4,101,615.197 (meters)                     COMP
 KV7140  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 KV7140  ELLIP HEIGHT-           2.16  (meters)          (10/23/02) GPS OBS
 KV7140  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV7140
 KV7140  HORZ ORDER  -  FIRST
 KV7140  ELLP ORDER  -  FOURTH    CLASS I
 KV7140
 KV7140.The horizontal coordinates were established by GPS observations
 KV7140.and adjusted by the National Geodetic Survey in May 1999..
 KV7140
 KV7140.The orthometric height was determined by GPS observations and a
 KV7140.high-resolution geoid model.
 KV7140
 KV7140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7140
 KV7140.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7140
 KV7140.The ellipsoidal height was determined by GPS observations
 KV7140.and is referenced to NAD 83.
 KV7140
 KV7140.The geoid height was determined by GEOID03.
 KV7140
 KV7140;                    North         East     Units Scale Factor Converg.
 KV7140;SPC NJ       -   160,455.430   173,465.413   MT  0.99990678   +0 10 42.2
 KV7140;SPC NJ       -   526,427.52    569,111.11   sFT  0.99990678   +0 10 42.2
 KV7140;UTM  18      - 4,458,941.220   565,964.738   MT  0.99965356   +0 30 06.0
 KV7140
 KV7140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7140!SPC NJ       -   0.99999966  x   0.99990678  =   0.99990644
 KV7140!UTM  18      -   0.99999966  x   0.99965356  =   0.99965322
 KV7140
 KV7140                          SUPERSEDED SURVEY CONTROL
 KV7140
 KV7140  ELLIP H (05/14/99)    2.15   (m)                       GP(       ) 4 1
 KV7140  NAD 83(1992)-  40 16 42.07064(N)    074 13 26.61117(W) AD(       ) 1
 KV7140  ELLIP H (09/14/94)    2.10   (m)                       GP(       ) 3 1
 KV7140
 KV7140.Superseded values are not recommended for survey control.
 KV7140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7140.See file dsdata.txt to determine how the superseded data were derived.
 KV7140
 KV7140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6596558941(NAD 83)
 KV7140_MARKER: DD = SURVEY DISK
 KV7140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7140_SP_SET: CONCRETE POST
 KV7140_STAMPING: 13 G 5 1993
 KV7140_MARK LOGO: NJGS  
 KV7140_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7140+STABILITY: SURFACE MOTION
 KV7140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7140+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2001
 KV7140
 KV7140  HISTORY     - Date     Condition        Report By
 KV7140  HISTORY     - 1993     MONUMENTED       NJGS
 KV7140  HISTORY     - 20011015 GOOD             NJGS
 KV7140
 KV7140                          STATION DESCRIPTION
 KV7140
 KV7140'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7140'THE STATION IS LOCATED IN FREEHOLD TOWNSHIP, SET IN THE GRASS MEDIAN
 KV7140'OF STATE ROUTE 18, ABOUT 0.1 MI (0.2 KM) NORTH OF THE NOSE OF THE
 KV7140'ENTRANCE RAMP FROM COUNTY ROAD 537 ONTO STATE ROUTE 18, ALSO 0.2 MI
 KV7140'(0.3 KM) NORTH ON STATE ROUTE 18 FROM THE CENTERLINE OF THE STATE
 KV7140'ROUTE 18 BRIDGE OVER COUTNTY ROAD 537.  THE STATION IS 8.5 M
 KV7140'(27.9 FT) SOUTHEAST OF A N.J. NATURAL GAS COMPANY GAS PIPELINE
 KV7140'WARNING POST IN THE GRASS MEDIAN, 30.9 M (101.4 FT) NORTH NORTHEAST
 KV7140'OF AN INLET IN THE MEDIAN, 4.5 M (14.8 FT) WEST SOUTHWEST OF THE WEST
 KV7140'EDGE OF PAVING OF THE ROUTE 18 NORTHBOUND LANES, 12.0 M (39.4 FT)
 KV7140'EAST NORTHEAST OF THE EAST EDGE OF PAVING OF THE SOUTHBOUND LANES OF
 KV7140'ROUTE 18, 37.3 M (122.4 FT) NORTH OF THE RANGE OF A SIGN FOR THE
 KV7140'SOUTHBOUND LANES EXIT DENOTING COUNTY ROAD 537, WEST FREEHOLD AND IS
 KV7140'FLUSH WITH THE GROUND.
 KV7140
 KV7140                          STATION RECOVERY (2001)
 KV7140
 KV7140'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV7140'THE STATION IS 1.0 FT NORTH FROM A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6227 ***********************************************************************
 KV6227  DESIGNATION -  13 H 1
 KV6227  PID         -  KV6227
 KV6227  STATE/COUNTY-  NJ/MONMOUTH
 KV6227  USGS QUAD   -  LONG BRANCH (1981)
 KV6227
 KV6227                         *CURRENT SURVEY CONTROL
 KV6227  ___________________________________________________________________
 KV6227* NAD 83(1996)-  40 22 02.62009(N)    074 05 04.00148(W)     ADJUSTED  
 KV6227* NAVD 88     -        24.4    (meters)      80.     (feet)  GPS OBS   
 KV6227  ___________________________________________________________________
 KV6227  X           -   1,334,459.987 (meters)                     COMP
 KV6227  Y           -  -4,679,835.691 (meters)                     COMP
 KV6227  Z           -   4,109,146.746 (meters)                     COMP
 KV6227  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 KV6227  ELLIP HEIGHT-          -7.99  (meters)          (10/23/02) GPS OBS
 KV6227  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KV6227
 KV6227  HORZ ORDER  -  FIRST
 KV6227  ELLP ORDER  -  FOURTH    CLASS I
 KV6227
 KV6227.The horizontal coordinates were established by GPS observations
 KV6227.and adjusted by the National Geodetic Survey in May 1999..
 KV6227
 KV6227.The orthometric height was determined by GPS observations and a
 KV6227.high-resolution geoid model.
 KV6227
 KV6227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6227
 KV6227.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6227
 KV6227.The ellipsoidal height was determined by GPS observations
 KV6227.and is referenced to NAD 83.
 KV6227
 KV6227.The geoid height was determined by GEOID03.
 KV6227
 KV6227;                    North         East     Units Scale Factor Converg.
 KV6227;SPC NJ       -   170,388.029   185,291.466   MT  0.99991533   +0 16 08.9
 KV6227;SPC NJ       -   559,014.73    607,910.42   sFT  0.99991533   +0 16 08.9
 KV6227;UTM  18      - 4,468,937.976   577,731.602   MT  0.99967438   +0 35 34.9
 KV6227
 KV6227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6227!SPC NJ       -   1.00000125  x   0.99991533  =   0.99991658
 KV6227!UTM  18      -   1.00000125  x   0.99967438  =   0.99967563
 KV6227
 KV6227                          SUPERSEDED SURVEY CONTROL
 KV6227
 KV6227  ELLIP H (05/14/99)   -8.00   (m)                       GP(       ) 4 1
 KV6227  NAD 83(1992)-  40 22 02.61940(N)    074 05 04.00175(W) AD(       ) 1
 KV6227  ELLIP H (09/14/94)   -8.06   (m)                       GP(       ) 3 1
 KV6227  NAD 83(1986)-  40 22 02.61925(N)    074 05 04.00052(W) AD(       ) 2
 KV6227  NGVD 29 (03/28/90)   25.0    (m)           82.     (f) GPS OBS        
 KV6227
 KV6227.Superseded values are not recommended for survey control.
 KV6227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6227.See file dsdata.txt to determine how the superseded data were derived.
 KV6227
 KV6227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7773268938(NAD 83)
 KV6227_MARKER: DD = SURVEY DISK
 KV6227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6227_SP_SET: CONCRETE POST
 KV6227_STAMPING: 13 H 1 1988
 KV6227_MARK LOGO: NJGS  
 KV6227_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6227+STABILITY: SURFACE MOTION
 KV6227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6227+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1993
 KV6227
 KV6227  HISTORY     - Date     Condition        Report By
 KV6227  HISTORY     - 1988     MONUMENTED       NJGS
 KV6227  HISTORY     - 19931103 GOOD             NJGS
 KV6227  HISTORY     - 20060109 MARK NOT FOUND   AASCO
 KV6227
 KV6227                          STATION DESCRIPTION
 KV6227
 KV6227'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6227'TO REACH FROM THE MIDDLETOWN MUNICIPAL COMPLEX LOCATED ON THE
 KV6227'NORTHWEST CORNER OF THE INTERSECTION OF STATE HIGHWAY ROUTE 35 AND
 KV6227'KINGS HIGHWAY PROCEED 3.7 KM (5.95 MI) SOUTHEAST ALONG ROUTE 35 TO
 KV6227'THE STATION ON THE RIGHT.  THE STATION ALSO CAN BE REACHED BY GOING
 KV6227'0.2 KM (0.32 MI) SOUTHEAST ALONG ROUTE 35 FROM THE FAIRVIEW FIRST AID
 KV6227'AND FIRE COMPANY NO 1 TO THE STATION ON THE RIGHT.  THE STATION IS
 KV6227'LOCATED AT 300 HIGHWAY 35, OCCUPIED BY BOB WARNCKE REAL ESTATE, 1.8 M
 KV6227'(5.91 FT) WEST OF THE WEST CURBLINE OF EAST BOUND ROUTE 35, 18.9 M
 KV6227'(62.01 FT) SOUTH SOUTHEAST OF POLE JC 141 MDT, 21.9 M (71.85 FT)
 KV6227'SOUTH SOUTHEAST OF AN ALL TURNS FROM RIGHT LANE SIGN, 25.3 M
 KV6227'(83.01 FT) SOUTH SOUTHEAST OF A FIRE HYDRANT, 1.0 M (3.28 FT) SOUTH
 KV6227'SOUTHEAST OF THE CENTERLINE EXTENDED OF CHESTNUT STREET ON THE WEST
 KV6227'BOUND HIGHWAY 35, 19.3 M (63.32 FT) NORTH NORTHWEST OF POLE JC 142
 KV6227'MDT, 10.4 M (34.12 FT) NORTH NORTHEAST OF A SIGN POST FOR BOB WARNCKE
 KV6227'REAL ESTATE, 33.9 M (111.22 FT) NORTH NORTHWEST OF NORTHWEST INLET
 KV6227'CURB PIECE ON EAST BOUND HIGHWAY 35, 36.95 M (121.23 FT) NORTHEAST OF
 KV6227'THE NORTHEAST PORCH STEP CORNER OF 300 HIGHWAY 35, AND SET FLUSH WITH
 KV6227'GROUND.
 KV6227
 KV6227                          STATION RECOVERY (1993)
 KV6227
 KV6227'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6227'THE STATION IS LOCATED IN MIDDLETOWN TOWNSHIP. TO REACH THE STATION
 KV6227'FROM THE MIDDLETOWN MUNICIPAL COMPLEX LOCATED ON THE NORTHWEST CORNER
 KV6227'OF THE INTERSECTION OF STATE ROUTE 35 AND KINGS HIGHWAY PROCEED 3.7
 KV6227'KM (2.3 MI) SOUTHEAST ALONG ROUTE 35 TO THE STATION ON THE RIGHT. THE
 KV6227'STATION ALSO CAN BE REACHED BY GOING 0.2 KM (0.1 MI) SOUTHEAST ALONG
 KV6227'ROUTE 35 FROM THE FIRE COMPANY NO 1 TO THE STATION ON THE RIGHT.  THE
 KV6227'STATION IS LOCATED AT 300 HIGHWAY 35, OCCUPIED BY BOB WARNCKE REAL
 KV6227'ESTATE, 1.8 M (5.9 FT) WEST OF THE WEST CURBLINE OF EAST BOUND ROUTE
 KV6227'35, 18.9 M (62.0 FT) SOUTH SOUTHEAST OF POLE JC 141 MDT, 21.9 M
 KV6227'(71.9 FT) SOUTH SOUTHEAST OF AN ALL TURNS FROM RIGHT LANE SIGN, 25.3
 KV6227'M (83.0 FT) SOUTH SOUTHEAST OF A FIRE HYDRANT, 1.0 M (3.3 FT) SOUTH
 KV6227'SOUTHEAST OF THE CENTERLINE EXTENDED OF CHESTNUT STREET ON THE WEST
 KV6227'BOUND HIGHWAY 35, 19.3 M (63.3 FT) NORTH NORTHWEST OF POLE JC 142
 KV6227'MDT, 33.9 M (111.2 FT) NORTH NORTHWEST OF NORTHWEST INLET CURB PIECE
 KV6227'ON EAST BOUND HIGHWAY 35, 36.95 M (121.23 FT) NORTHEAST OF THE
 KV6227'NORTHEAST PORCH STEP CORNER OF 300 HIGHWAY 35, AND SET FLUSH WITH
 KV6227'GROUND.
 KV6227
 KV6227                          STATION RECOVERY (2006)
 KV6227
 KV6227'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV6227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6316 ***********************************************************************
 KV6316  DESIGNATION -  13 H 2
 KV6316  PID         -  KV6316
 KV6316  STATE/COUNTY-  NJ/MONMOUTH
 KV6316  USGS QUAD   -  ROOSEVELT (1981)
 KV6316
 KV6316                         *CURRENT SURVEY CONTROL
 KV6316  ___________________________________________________________________
 KV6316* NAD 83(1986)-  40 09 48.     (N)    074 26 01.     (W)     SCALED    
 KV6316* NAVD 88     -        44.426  (meters)     145.75   (feet)  ADJUSTED  
 KV6316  ___________________________________________________________________
 KV6316  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV6316  DYNAMIC HT  -          44.408 (meters)     145.70  (feet)  COMP
 KV6316  MODELED GRAV-     980,208.8   (mgal)                       NAVD 88
 KV6316
 KV6316  VERT ORDER  -  FIRST     CLASS II
 KV6316
 KV6316.The horizontal coordinates were scaled from a topographic map and have
 KV6316.an estimated accuracy of +/- 6 seconds.
 KV6316
 KV6316.The orthometric height was determined by differential leveling
 KV6316.and adjusted by the National Geodetic Survey in June 1991..
 KV6316
 KV6316.The geoid height was determined by GEOID03.
 KV6316
 KV6316.The dynamic height is computed by dividing the NAVD 88
 KV6316.geopotential number by the normal gravity value computed on the
 KV6316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6316.degrees latitude (g = 980.6199 gals.).
 KV6316
 KV6316.The modeled gravity was interpolated from observed gravity values.
 KV6316
 KV6316;                    North         East    Units  Estimated Accuracy
 KV6316;SPC NJ       -   147,650.      155,660.      MT  (+/- 180 meters Scaled)
 KV6316
 KV6316                          SUPERSEDED SURVEY CONTROL
 KV6316
 KV6316  NGVD 29 (01/10/92)   44.754  (m)          146.83   (f) ADJUSTED    1 2
 KV6316
 KV6316.Superseded values are not recommended for survey control.
 KV6316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6316.See file dsdata.txt to determine how the superseded data were derived.
 KV6316
 KV6316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK482460(NAD 83)
 KV6316_MARKER: Z = SEE DESCRIPTION
 KV6316_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6316_SP_SET: PREFAB CONC. POST IN EARTH
 KV6316_STAMPING: 13 H 2
 KV6316_MARK LOGO: NJGS  
 KV6316_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6316+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1989
 KV6316
 KV6316  HISTORY     - Date     Condition        Report By
 KV6316  HISTORY     - UNK      MONUMENTED       NJDT
 KV6316  HISTORY     - 19890626 GOOD             NJGS
 KV6316
 KV6316                          STATION DESCRIPTION
 KV6316
 KV6316'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6316'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6316'IN MILLSTONE TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6316'INTERSTATE ROUTE I195, EXIT 16, AND COUNTY ROUTE 537, MONMOUTH ROAD,
 KV6316'WHICH IS THE COUNTY LINE, GO WEST 0.96 KM (0.60 MI) ON ROUTE I195 TO
 KV6316'THE STATION ON THE LEFT, 0.55 M (1.80 FT) NORTHEAST FROM THE EDGE OF
 KV6316'THE EASTBOUND I195 LANES, 15.8 M (51.8 FT) SOUTHWEST FROM THE EDGE OF
 KV6316'THE WESTBOUND I195 LANES, 20.4 M (66.9 FT) WEST FROM AN E TYPE INLET
 KV6316'IN THE MEDIAN, 41.55 M (136.32 FT) NORTHWEST FROM A FOOD, PHONE, FUEL
 KV6316'SIGN ON THE EASTBOUND I195 LANES AND SET 0.1 M (0.3 FT) BELOW THE
 KV6316'GROUND.  THE STATION IS A 0.02 M (0.07 FT) DIAMETER BRASS PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF5259 ***********************************************************************
 DF5259  DESIGNATION -  13 H 3
 DF5259  PID         -  DF5259
 DF5259  STATE/COUNTY-  NJ/MONMOUTH
 DF5259  USGS QUAD   -  ROOSEVELT (1981)
 DF5259
 DF5259                         *CURRENT SURVEY CONTROL
 DF5259  ___________________________________________________________________
 DF5259* NAD 83(1996)-  40 13 27.92357(N)    074 25 47.26392(W)     ADJUSTED  
 DF5259* NAVD 88     -        55.3    (meters)     181.     (feet)  GPS OBS   
 DF5259  ___________________________________________________________________
 DF5259  X           -   1,308,990.436 (meters)                     COMP
 DF5259  Y           -  -4,697,707.296 (meters)                     COMP
 DF5259  Z           -   4,097,058.169 (meters)                     COMP
 DF5259  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 DF5259  ELLIP HEIGHT-          22.88  (meters)          (04/17/03) GPS OBS
 DF5259  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DF5259
 DF5259  HORZ ORDER  -  FIRST
 DF5259  ELLP ORDER  -  THIRD     CLASS I
 DF5259
 DF5259.The horizontal coordinates were established by GPS observations
 DF5259.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DF5259
 DF5259.The orthometric height was determined by GPS observations and a
 DF5259.high-resolution geoid model.
 DF5259
 DF5259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5259
 DF5259.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5259
 DF5259.The ellipsoidal height was determined by GPS observations
 DF5259.and is referenced to NAD 83.
 DF5259
 DF5259.The geoid height was determined by GEOID03.
 DF5259
 DF5259;                    North         East     Units Scale Factor Converg.
 DF5259;SPC NJ       -   154,433.513   155,974.761   MT  0.99990044   +0 02 43.2
 DF5259;SPC NJ       -   506,670.62    511,727.20   sFT  0.99990044   +0 02 43.2
 DF5259;UTM  18      - 4,452,822.378   548,512.901   MT  0.99962897   +0 22 05.6
 DF5259
 DF5259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5259!SPC NJ       -   0.99999641  x   0.99990044  =   0.99989685
 DF5259!UTM  18      -   0.99999641  x   0.99962897  =   0.99962538
 DF5259
 DF5259                          SUPERSEDED SURVEY CONTROL
 DF5259
 DF5259.No superseded survey control is available for this station.
 DF5259
 DF5259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4851352822(NAD 83)
 DF5259_MARKER: DD = SURVEY DISK
 DF5259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5259_STAMPING: 13 H 3 1991
 DF5259_MARK LOGO: NJGS  
 DF5259_PROJECTION: RECESSED 10 CENTIMETERS
 DF5259_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5259+STABILITY: SURFACE MOTION
 DF5259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5259+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2006
 DF5259
 DF5259  HISTORY     - Date     Condition        Report By
 DF5259  HISTORY     - 1991     MONUMENTED       NJGS
 DF5259  HISTORY     - 20020202 GOOD             NJGS
 DF5259  HISTORY     - 20060508 GOOD             AASCO
 DF5259
 DF5259                          STATION DESCRIPTION
 DF5259
 DF5259'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DF5259'THE STATION IS LOCATED IN MILLSTONE TOWNSHIP ON THE SOUTHWEST SIDE OF
 DF5259'SWEETMAN LANE,
 DF5259'COUNTY ROAD 1 IN PERRINEVILLE.  TO REACH THE STATION FROM THE JUNCTION
 DF5259'OF COUNTY ROADS
 DF5259'537 AND 524 IN CHARLESTON SPRINGS, GO 1.9 MI SOUTHWEST ON COUNTY ROAD
 DF5259'524 TO THE
 DF5259'CROSSROADS INTERSECTION WITH STILLHOUSE ROAD.  TURN RIGHT AND GO 1.45
 DF5259'MI NORTH ON
 DF5259'STILLHOUSE ROAD TO THE JUNCTION WITH SWEETMAN LANE IN SAINT JOSEPH.
 DF5259'TURN LEFT  ON
 DF5259'SWEETMAN LANE AND GO 1.6 MI WEST TO THE CROSSROADS INTERSECTION WITH
 DF5259'MILLSTONE ROAD
 DF5259'AND THEN STATION ON THE LEFT, SET IN A LAWN AT THE SOUTHWEST CORNER OF
 DF5259'THE
 DF5259'INTERSECTION.
 DF5259' 
 DF5259'THE STATION IS 10.4 M SOUTH SOUTHWEST FROM THE CENTERLINE OF SWEETMAN
 DF5259'LANE, 14.3 M
 DF5259'NORTHWEST FROM THE CENTERLINE OF MILLSTONE ROAD, 21.5 M NORTHEAST FROM
 DF5259'THE
 DF5259'NORTHEAST CORNER OF A SINGLE STORY BRICK SHOPPING CENTER, 19.1 M
 DF5259'SOUTHEAST FROM WOOD
 DF5259'UTILITY POLE NUMBER JC 193 ME, 20.8 M EAST NORTHEAST FROM THE CENTER
 DF5259'OF A 4 FOOT
 DF5259'DIAMETER CONCRETE MANHOLE COVER FOR A SEPTIC TANK, 21.6 M WEST
 DF5259'NORTHWEST FROM WOOD
 DF5259'UTILITY POLE NUMBER BT 1514 ME, AND 33.2 M NORTHEAST FROM THE
 DF5259'NORTHWEST CORNER OF A
 DF5259'SINGLE STORY BRICK SHOPPING CENTER.  THE STATION IS SET 0.1 M BELOW
 DF5259'THE GROUND.
 DF5259'
 DF5259'
 DF5259
 DF5259                          STATION RECOVERY (2006)
 DF5259
 DF5259'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 DF5259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6966 ***********************************************************************
 KV6966  DESIGNATION -  13 H 4
 KV6966  PID         -  KV6966
 KV6966  STATE/COUNTY-  NJ/MONMOUTH
 KV6966  USGS QUAD   -  ADELPHIA (1981)
 KV6966
 KV6966                         *CURRENT SURVEY CONTROL
 KV6966  ___________________________________________________________________
 KV6966* NAD 83(1996)-  40 13 08.03394(N)    074 15 51.76037(W)     ADJUSTED  
 KV6966* NAVD 88     -        29.6    (meters)      97.     (feet)  GPS OBS   
 KV6966  ___________________________________________________________________
 KV6966  X           -   1,322,649.745 (meters)                     COMP
 KV6966  Y           -  -4,694,270.978 (meters)                     COMP
 KV6966  Z           -   4,096,573.149 (meters)                     COMP
 KV6966  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 KV6966  ELLIP HEIGHT-          -2.82  (meters)          (10/23/02) GPS OBS
 KV6966  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV6966
 KV6966  HORZ ORDER  -  FIRST
 KV6966  ELLP ORDER  -  FOURTH    CLASS I
 KV6966
 KV6966.The horizontal coordinates were established by GPS observations
 KV6966.and adjusted by the National Geodetic Survey in May 1999..
 KV6966
 KV6966.The orthometric height was determined by GPS observations and a
 KV6966.high-resolution geoid model.
 KV6966
 KV6966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6966
 KV6966.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6966
 KV6966.The ellipsoidal height was determined by GPS observations
 KV6966.and is referenced to NAD 83.
 KV6966
 KV6966.The geoid height was determined by GEOID03.
 KV6966
 KV6966;                    North         East     Units Scale Factor Converg.
 KV6966;SPC NJ       -   153,844.358   170,054.290   MT  0.99990495   +0 09 07.7
 KV6966;SPC NJ       -   504,737.70    557,919.78   sFT  0.99990495   +0 09 07.7
 KV6966;UTM  18      - 4,452,312.711   562,591.807   MT  0.99964823   +0 28 30.0
 KV6966
 KV6966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6966!SPC NJ       -   1.00000044  x   0.99990495  =   0.99990539
 KV6966!UTM  18      -   1.00000044  x   0.99964823  =   0.99964867
 KV6966
 KV6966                          SUPERSEDED SURVEY CONTROL
 KV6966
 KV6966  NAD 83(1986)-  40 13 08.03492(N)    074 15 51.76251(W) AD(       ) 1
 KV6966
 KV6966.Superseded values are not recommended for survey control.
 KV6966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6966.See file dsdata.txt to determine how the superseded data were derived.
 KV6966
 KV6966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6259252313(NAD 83)
 KV6966_MARKER: DD = SURVEY DISK
 KV6966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6966_SP_SET: CONCRETE POST
 KV6966_STAMPING: 13 H 4 1991
 KV6966_MARK LOGO: NJGS  
 KV6966_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6966+STABILITY: SURFACE MOTION
 KV6966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6966+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1992
 KV6966
 KV6966  HISTORY     - Date     Condition        Report By
 KV6966  HISTORY     - 1991     MONUMENTED       NJGS
 KV6966  HISTORY     - 19921030 GOOD
 KV6966
 KV6966                          STATION DESCRIPTION
 KV6966
 KV6966'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6966'THE STATION IS LOCATED IN FREEHOLD TOWNSHIP, ON THE EAST SIDE OF THE
 KV6966'NORTHBOUND LANES OF U.S. HIGHWAY 9.  THE STATION IS SET BETWEEN THE
 KV6966'EAST CURBLINE OF U.S. HIGHWAY 9 AND THE SOUTHWEST EDGE OF PAVING OF
 KV6966'THE PARKING LOT FOR THE OCEAN PLAZA SHOPPING CENTER.  TO REACH THE
 KV6966'STATION FROM THE JUNCTION OF COUNTY ROAD 524, ELTON ADELPHIA ROAD AND
 KV6966'U.S. HIGHWAY 9, GO EAST ON COUNTY ROAD 524 TO THE ENTRANCE DRIVE FOR
 KV6966'THE SHOPPING CENTER, PROCEED SOUTH SOUTHWEST TO THE SOUTHWEST EDGE OF
 KV6966'THE PARKING LOT, PAST THE LARGE SIGN, FOR ANOTHER 55 M (180.4 FT) TO
 KV6966'THE STATION ON THE RIGHT, AT THE SOUTHWEST CORNER OF THE PARKING LOT.
 KV6966'THE STATION CAN ALSO BE REACHED BY GOING 4.2 MI (6.8 KM) NORTH
 KV6966'NORTHEAST ON U.S. HIGHWAY 9 FROM THE JUNCTION WITH INTERSTATE HIGHWAY
 KV6966'195. THE STATION IS 3.0 M (9.8 FT) EAST OF THE CENTER OF AN INLET AT
 KV6966'THE BEGINNING OF THE DECELERATION LANES OF U.S. HIGHWAY 9 INTO THE
 KV6966'PARKING LOT, 2.4 M (7.9 FT) WEST FROM THE WEST EDGE OF PAVING OF THE
 KV6966'PARKING LOT, 33.4 M (109.6 FT) SOUTH SOUTHWEST FROM THE SOUTHWEST
 KV6966'CORNER OF A SINGLE STORY BUILDING FOR LA Z BOY, AT THE WEST END OF A
 KV6966'STRIP SHOPPING CENTER, 45.0 M (147.6 FT) NORTH NORTHWEST FROM POLE JC
 KV6966'3756 FT, 5.8 M (19.0 FT) NORTH FROM THE SOUTH END OF THE CURB FOR THE
 KV6966'DECELERATION LANES AND 54.6 M (179.1 FT) SOUTH SOUTHEAST FROM THE
 KV6966'WEST POST FOR THE SHOPPING CENTER SIGN.  THE STATION IS SET FLUSH
 KV6966'WITH THE GROUND.
 KV6966
 KV6966                          STATION RECOVERY (1992)
 KV6966
 KV6966'RECOVERED 1992
 KV6966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6228 ***********************************************************************
 KV6228  DESIGNATION -  13 I 1
 KV6228  PID         -  KV6228
 KV6228  STATE/COUNTY-  NJ/MONMOUTH
 KV6228  USGS QUAD   -  LONG BRANCH (1981)
 KV6228
 KV6228                         *CURRENT SURVEY CONTROL
 KV6228  ___________________________________________________________________
 KV6228* NAD 83(1996)-  40 20 13.22831(N)    074 05 56.24061(W)     ADJUSTED  
 KV6228* NAVD 88     -        16.4    (meters)      54.     (feet)  GPS OBS   
 KV6228  ___________________________________________________________________
 KV6228  X           -   1,333,871.587 (meters)                     COMP
 KV6228  Y           -  -4,682,268.690 (meters)                     COMP
 KV6228  Z           -   4,106,570.115 (meters)                     COMP
 KV6228  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 KV6228  ELLIP HEIGHT-         -16.10  (meters)          (10/23/02) GPS OBS
 KV6228  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV6228
 KV6228  HORZ ORDER  -  FIRST
 KV6228  ELLP ORDER  -  FOURTH    CLASS I
 KV6228
 KV6228.The horizontal coordinates were established by GPS observations
 KV6228.and adjusted by the National Geodetic Survey in May 1999..
 KV6228
 KV6228.The orthometric height was determined by GPS observations and a
 KV6228.high-resolution geoid model.
 KV6228
 KV6228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6228
 KV6228.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6228
 KV6228.The ellipsoidal height was determined by GPS observations
 KV6228.and is referenced to NAD 83.
 KV6228
 KV6228.The geoid height was determined by GEOID03.
 KV6228
 KV6228;                    North         East     Units Scale Factor Converg.
 KV6228;SPC NJ       -   167,008.493   184,074.403   MT  0.99991429   +0 15 34.5
 KV6228;SPC NJ       -   547,927.03    603,917.44   sFT  0.99991429   +0 15 34.5
 KV6228;UTM  18      - 4,465,552.435   576,533.945   MT  0.99967210   +0 34 59.7
 KV6228
 KV6228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6228!SPC NJ       -   1.00000253  x   0.99991429  =   0.99991682
 KV6228!UTM  18      -   1.00000253  x   0.99967210  =   0.99967462
 KV6228
 KV6228                          SUPERSEDED SURVEY CONTROL
 KV6228
 KV6228  ELLIP H (05/14/99)  -16.11   (m)                       GP(       ) 4 1
 KV6228  NAD 83(1992)-  40 20 13.22769(N)    074 05 56.24125(W) AD(       ) 1
 KV6228  ELLIP H (04/25/94)  -16.16   (m)                       GP(       ) 3 1
 KV6228  NAD 83(1986)-  40 20 13.22824(N)    074 05 56.23945(W) AD(       ) 2
 KV6228  NGVD 29 (03/28/90)   16.9    (m)           55.     (f) GPS OBS        
 KV6228
 KV6228.Superseded values are not recommended for survey control.
 KV6228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6228.See file dsdata.txt to determine how the superseded data were derived.
 KV6228
 KV6228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7653465552(NAD 83)
 KV6228_MARKER: DD = SURVEY DISK
 KV6228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6228_SP_SET: CONCRETE POST
 KV6228_STAMPING: 13 I 1 1988
 KV6228_MARK LOGO: NJGS  
 KV6228_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6228+STABILITY: SURFACE MOTION
 KV6228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6228+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2005
 KV6228
 KV6228  HISTORY     - Date     Condition        Report By
 KV6228  HISTORY     - 1988     MONUMENTED       NJGS
 KV6228  HISTORY     - 19930322 GOOD             NJHA
 KV6228  HISTORY     - 19930806 GOOD             NJGS
 KV6228  HISTORY     - 19970627 GOOD             USPSQD
 KV6228  HISTORY     - 20030331 GOOD             JCLS
 KV6228  HISTORY     - 20050404 GOOD             JCLS
 KV6228  HISTORY     - 20050405 GOOD             JCLS
 KV6228
 KV6228                          STATION DESCRIPTION
 KV6228
 KV6228'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6228'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF THE NORTH BOUND
 KV6228'ENTRANCE RAMP TO THE GARDEN STATE PARKWAY, INTERCHANGE NO. 109, AND
 KV6228'WEST BOUND NEWMAN SPRINGS ROAD, COUNTY ROUTE 520.  THE STATION IS
 KV6228'LOCATED IN FRONT OF THE PARKWAY CORPORATE PARK, A 4 STORY OFFICE
 KV6228'BUILDING. 4.4 M (14.44 FT) EAST OF THE EAST CURBLINE OF NORTH BOUND
 KV6228'RAMP TO THE PARKWAY,11.5 M (1.64 FT) NORTHEAST OF THE SOUTH EASTERLY
 KV6228'OF TWO BELL TELEPHONE MANHOLES AT THE NOSE OF THE RAMP ROAD DIVIDE,
 KV6228'12.85 M (42.16 FT) EAST OF THE NOSE OF THE ROAD RAMP DIVIDE, 11.75 M
 KV6228'(38.55 FT) SOUTH OF A LIGHTPOST, NO. L488D4, ON THE EAST SIDE OF THE
 KV6228'NORTH BOUND RAMP, 4.3 M (14.11 FT) WEST OF THE CENTER OF A MANHOLE,
 KV6228'38.5 M (126.31 FT) NORTHWEST OF POLE JC 383 IMDT MOV, 17.5 M
 KV6228'(57.41 FT) SOUTH OF THE SOUTH CORNER OF AN INLET CURBPIECE ON THE
 KV6228'NORTH BOUND RAMP, SET FLUSH WITH THE GROUND.
 KV6228
 KV6228                          STATION RECOVERY (1993)
 KV6228
 KV6228'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 KV6228'RECOVERED IN GOOD CONDITION.
 KV6228
 KV6228                          STATION RECOVERY (1993)
 KV6228
 KV6228'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6228'THE STATION IS LOCATED IN MIDDLETOWN TOWNSHIP, AT THE NORTHEAST CORNER
 KV6228'OF THE NORTH BOUND ENTRANCE RAMP TO THE GARDEN STATE PARKWAY,
 KV6228'INTERCHANGE NUMBER 109, AND WEST BOUND NEWMAN SPRINGS ROAD, COUNTY
 KV6228'ROUTE 520.  THE STATION IS LOCATED IN FRONT OF THE PARKWAY CORPORATE
 KV6228'PARK, A 4 STORY OFFICE BUILDING. 4.4 M (14.4 FT) EAST OF THE EAST
 KV6228'CURBLINE OF NORTH BOUND RAMP TO THE PARKWAY, 11.5 M (37.7 FT)
 KV6228'NORTHEAST OF THE SOUTHEASTERLY OF TWO BELL TELEPHONE MANHOLES AT THE
 KV6228'NOSE OF THE RAMP ROAD DIVIDE, 12.85 M (42.16 FT) EAST OF THE NOSE OF
 KV6228'THE ROAD RAMP DIVIDE, 11.75 M (38.55 FT) SOUTH OF A LIGHTPOST, NUMBER
 KV6228'L488D4, ON THE EAST SIDE OF THE NORTH BOUND RAMP, 4.3 M (14.1 FT)
 KV6228'WEST OF THE CENTER OF A MANHOLE, 38.5 M (126.3 FT) NORTHWEST OF POLE
 KV6228'JC 383 IMDT MOV, 17.5 M (57.4 FT) SOUTH OF THE SOUTH CORNER OF AN
 KV6228'INLET CURBPIECE ON THE NORTH BOUND RAMP, SET FLUSH WITH THE GROUND.
 KV6228
 KV6228                          STATION RECOVERY (1997)
 KV6228
 KV6228'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6228'RECOVERED IN GOOD CONDITION.
 KV6228
 KV6228                          STATION RECOVERY (2003)
 KV6228
 KV6228'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 KV6228'RECOVERED IN GOOD CONDITION.
 KV6228
 KV6228                          STATION RECOVERY (2005)
 KV6228
 KV6228'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 KV6228'RECOVERED IN GOOD CONDITION.
 KV6228
 KV6228                          STATION RECOVERY (2005)
 KV6228
 KV6228'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 KV6228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6229 ***********************************************************************
 KV6229  DESIGNATION -  13 J 1
 KV6229  PID         -  KV6229
 KV6229  STATE/COUNTY-  NJ/MONMOUTH
 KV6229  USGS QUAD   -  MARLBORO (1981)
 KV6229
 KV6229                         *CURRENT SURVEY CONTROL
 KV6229  ___________________________________________________________________
 KV6229* NAD 83(1996)-  40 20 47.73283(N)    074 08 46.79064(W)     ADJUSTED  
 KV6229* NAVD 88     -        33.2    (meters)     109.     (feet)  GPS OBS   
 KV6229  ___________________________________________________________________
 KV6229  X           -   1,329,814.906 (meters)                     COMP
 KV6229  Y           -  -4,682,719.639 (meters)                     COMP
 KV6229  Z           -   4,107,392.248 (meters)                     COMP
 KV6229  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 KV6229  ELLIP HEIGHT-           0.80  (meters)          (10/23/02) GPS OBS
 KV6229  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV6229
 KV6229  HORZ ORDER  -  FIRST
 KV6229  ELLP ORDER  -  FOURTH    CLASS I
 KV6229
 KV6229.The horizontal coordinates were established by GPS observations
 KV6229.and adjusted by the National Geodetic Survey in May 1999..
 KV6229
 KV6229.The orthometric height was determined by GPS observations and a
 KV6229.high-resolution geoid model.
 KV6229
 KV6229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6229
 KV6229.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6229
 KV6229.The ellipsoidal height was determined by GPS observations
 KV6229.and is referenced to NAD 83.
 KV6229
 KV6229.The geoid height was determined by GEOID03.
 KV6229
 KV6229;                    North         East     Units Scale Factor Converg.
 KV6229;SPC NJ       -   168,055.515   180,044.962   MT  0.99991111   +0 13 44.3
 KV6229;SPC NJ       -   551,362.14    590,697.51   sFT  0.99991111   +0 13 44.3
 KV6229;UTM  18      - 4,466,576.424   572,499.639   MT  0.99966470   +0 33 09.7
 KV6229
 KV6229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6229!SPC NJ       -   0.99999987  x   0.99991111  =   0.99991098
 KV6229!UTM  18      -   0.99999987  x   0.99966470  =   0.99966457
 KV6229
 KV6229                          SUPERSEDED SURVEY CONTROL
 KV6229
 KV6229  ELLIP H (05/14/99)    0.79   (m)                       GP(       ) 4 1
 KV6229  NAD 83(1992)-  40 20 47.73226(N)    074 08 46.79115(W) AD(       ) 1
 KV6229  ELLIP H (04/25/94)    0.74   (m)                       GP(       ) 3 1
 KV6229  ELLIP H (01/27/92)    0.85   (m)                       GP(       ) 4 1
 KV6229  NAD 83(1986)-  40 20 47.73243(N)    074 08 46.78901(W) AD(       ) 2
 KV6229  NGVD 29 (03/28/90)   33.8    (m)          111.     (f) GPS OBS        
 KV6229
 KV6229.Superseded values are not recommended for survey control.
 KV6229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6229.See file dsdata.txt to determine how the superseded data were derived.
 KV6229
 KV6229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7250066576(NAD 83)
 KV6229_MARKER: DD = SURVEY DISK
 KV6229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6229_SP_SET: CONCRETE POST
 KV6229_STAMPING: 13 J 1 1988
 KV6229_MARK LOGO: NJGS  
 KV6229_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6229+STABILITY: SURFACE MOTION
 KV6229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6229+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2002
 KV6229
 KV6229  HISTORY     - Date     Condition        Report By
 KV6229  HISTORY     - 1988     MONUMENTED       NJGS
 KV6229  HISTORY     - 19930312 GOOD             NJHA
 KV6229  HISTORY     - 19930806 GOOD             NJGS
 KV6229  HISTORY     - 19970627 GOOD             USPSQD
 KV6229  HISTORY     - 20020530 GOOD             AASCO
 KV6229
 KV6229                          STATION DESCRIPTION
 KV6229
 KV6229'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6229'TO REACH FROM THE LINCROFT POST OFFICE ON NEWMAN SPRINGS ROAD, COUNTY
 KV6229'ROUTE 520, PROCEED 2.0 KM (3.22 MI) WESTERLY ON NEWMAN SPRINGS ROAD
 KV6229'TO CRAWFORD CORNER,EVERETT ROAD, THEN TURN RIGHT, NORTH, FOR 0.8 KM
 KV6229'(1.29 MI) TO THE INTERSECTION OF WEST FRONT STREET, THE STATION IS
 KV6229'LOCATED ON THE NORTHEAST CORNER OF THE INTERSECTION WHERE THE
 KV6229'LINCROFT PRESBYTERIAN CHURCH IS LOCATED. 1.0 M (3.28 FT) NORTH OF THE
 KV6229'NORTH CURBLINE OF WEST FRONT STREET, 8.6 M (28.22 FT) SOUTHEAST OF
 KV6229'POLE JC 259 MDT, 13.4 M (43.96 FT) SOUTHEAST OF A FIRE HYDRANT, 15.7
 KV6229'M (51.51 FT) SOUTH SOUTHEAST OF POLE BT 8547 MDT, 19.9 M (65.29 FT)
 KV6229'SOUTH SOUTHEAST OF THE SOUTHEAST INLET CURB PIECE ON CRAWFORG CORNER
 KV6229'ROAD AND 33.9 M (111.22 FT) WEST OF A POLE WITHOUT A NUMBER.  THE
 KV6229'MARK IS SET FLUSH WITH THE GROUND.
 KV6229
 KV6229                          STATION RECOVERY (1993)
 KV6229
 KV6229'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 KV6229'RECOVERED 3/12/93 AS DESCRIBED EXCEPT 0.1 FT (3.0 CM) BENEATH GROUND.
 KV6229
 KV6229                          STATION RECOVERY (1993)
 KV6229
 KV6229'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6229'THE STATION IS LOCATED IN MIDDLETOWN TOWNSHIP.  TO REACH FROM THE
 KV6229'LINCROFT POST OFFICE ON NEWMAN SPRINGS ROAD, COUNTY ROUTE 520,
 KV6229'PROCEED 2.0 KM (1.2 MI) WESTERLY ON NEWMAN SPRINGS ROAD TO CRAWFORD
 KV6229'CORNER EVERETT ROAD, TURN RIGHT, AND GO 0.8 KM (0.5 MI) NORTH TO THE
 KV6229'INTERSECTION WITH WEST FRONT STREET.  THE STATION IS LOCATED ON THE
 KV6229'NORTHEAST CORNER OF THE INTERSECTION WHERE THE LINCROFT PRESBYTERIAN
 KV6229'CHURCH IS LOCATED. THE STATION IS 1.0 M (3.3 FT) NORTH OF THE NORTH
 KV6229'CURBLINE OF WEST FRONT STREET, 8.6 M (28.2 FT) SOUTHEAST OF POLE JC
 KV6229'259 MDT, 13.4 M (44.0 FT) SOUTHEAST OF A FIRE HYDRANT, 15.7 M
 KV6229'(51.5 FT) SOUTH SOUTHEAST OF POLE BT 8547 MDT, 19.9 M (65.3 FT) SOUTH
 KV6229'SOUTHEAST OF THE SOUTHEAST INLET CURB PIECE ON CRAWFORG CORNER ROAD
 KV6229'AND 33.9 M (111.2 FT) WEST OF A POLE WITHOUT A NUMBER.  THE MARK IS
 KV6229'SET FLUSH WITH THE GROUND.
 KV6229
 KV6229                          STATION RECOVERY (1997)
 KV6229
 KV6229'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6229'RECOVERED IN GOOD CONDITION.
 KV6229
 KV6229                          STATION RECOVERY (2002)
 KV6229
 KV6229'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (JAL)
 KV6229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6317 ***********************************************************************
 KV6317  DESIGNATION -  13 J 2
 KV6317  PID         -  KV6317
 KV6317  STATE/COUNTY-  NJ/MONMOUTH
 KV6317  USGS QUAD   -  ROOSEVELT (1981)
 KV6317
 KV6317                         *CURRENT SURVEY CONTROL
 KV6317  ___________________________________________________________________
 KV6317* NAD 83(1986)-  40 09 59.     (N)    074 26 25.     (W)     SCALED    
 KV6317* NAVD 88     -        45.644  (meters)     149.75   (feet)  ADJUSTED  
 KV6317  ___________________________________________________________________
 KV6317  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV6317  DYNAMIC HT  -          45.625 (meters)     149.69  (feet)  COMP
 KV6317  MODELED GRAV-     980,209.2   (mgal)                       NAVD 88
 KV6317
 KV6317  VERT ORDER  -  FIRST     CLASS II
 KV6317
 KV6317.The horizontal coordinates were scaled from a topographic map and have
 KV6317.an estimated accuracy of +/- 6 seconds.
 KV6317
 KV6317.The orthometric height was determined by differential leveling
 KV6317.and adjusted by the National Geodetic Survey in June 1991..
 KV6317
 KV6317.The geoid height was determined by GEOID03.
 KV6317
 KV6317.The dynamic height is computed by dividing the NAVD 88
 KV6317.geopotential number by the normal gravity value computed on the
 KV6317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6317.degrees latitude (g = 980.6199 gals.).
 KV6317
 KV6317.The modeled gravity was interpolated from observed gravity values.
 KV6317
 KV6317;                    North         East    Units  Estimated Accuracy
 KV6317;SPC NJ       -   147,990.      155,090.      MT  (+/- 180 meters Scaled)
 KV6317
 KV6317                          SUPERSEDED SURVEY CONTROL
 KV6317
 KV6317  NGVD 29 (01/10/92)   45.971  (m)          150.82   (f) ADJUSTED    1 2
 KV6317
 KV6317.Superseded values are not recommended for survey control.
 KV6317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6317.See file dsdata.txt to determine how the superseded data were derived.
 KV6317
 KV6317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK476463(NAD 83)
 KV6317_MARKER: Z = SEE DESCRIPTION
 KV6317_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6317_SP_SET: PREFAB CONC. POST IN EARTH
 KV6317_STAMPING: 13 J 2
 KV6317_MARK LOGO: NJGS  
 KV6317_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6317+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1989
 KV6317
 KV6317  HISTORY     - Date     Condition        Report By
 KV6317  HISTORY     - UNK      MONUMENTED       NJDT
 KV6317  HISTORY     - 19890626 GOOD             NJGS
 KV6317
 KV6317                          STATION DESCRIPTION
 KV6317
 KV6317'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6317'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6317'IN MILLSTONE TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6317'ROUTE I195, EXIT 16, AND COUNTY ROUTE 537, MONMOUTH ROAD, WHICH IS
 KV6317'THE COUNTY LINE, GO WEST 1.6 KM (1.0 MI) ON ROUTE I195 TO THE MARK ON
 KV6317'THE LEFT, 0.6 M (2.0 FT) NORTHEAST FROM THE EDGE OF THE EASTBOUND
 KV6317'I195 LANES, 15.6 M (51.2 FT) SOUTHWEST FROM THE EDGE OF THE WESTBOUND
 KV6317'I195 LANES, 61.6 M (202.1 FT) NORTHWEST FROM AN E TYPE INLET IN THE
 KV6317'MEDIAN, 26.4 M (86.6 FT) SOUTH SOUTHWEST FROM AN E-TYPE INLET IN THE
 KV6317'MEDIAN AND SET 0.1 M (0.3 FT) BELOW THE GROUND.  THE STATION IS A
 KV6317'0.02 M (0.07 FT) DIAMETER BRASS PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF5260 ***********************************************************************
 DF5260  DESIGNATION -  13 J 3
 DF5260  PID         -  DF5260
 DF5260  STATE/COUNTY-  NJ/MONMOUTH
 DF5260  USGS QUAD   -  ROOSEVELT (1981)
 DF5260
 DF5260                         *CURRENT SURVEY CONTROL
 DF5260  ___________________________________________________________________
 DF5260* NAD 83(1996)-  40 12 25.80448(N)    074 28 45.30117(W)     ADJUSTED  
 DF5260* NAVD 88     -        55.0    (meters)     180.     (feet)  GPS OBS   
 DF5260  ___________________________________________________________________
 DF5260  X           -   1,305,266.101 (meters)                     COMP
 DF5260  Y           -  -4,700,027.176 (meters)                     COMP
 DF5260  Z           -   4,095,594.872 (meters)                     COMP
 DF5260  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 DF5260  ELLIP HEIGHT-          22.58  (meters)          (04/17/03) GPS OBS
 DF5260  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 DF5260
 DF5260  HORZ ORDER  -  FIRST
 DF5260  ELLP ORDER  -  THIRD     CLASS I
 DF5260
 DF5260.The horizontal coordinates were established by GPS observations
 DF5260.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DF5260
 DF5260.The orthometric height was determined by GPS observations and a
 DF5260.high-resolution geoid model.
 DF5260
 DF5260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5260
 DF5260.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5260
 DF5260.The ellipsoidal height was determined by GPS observations
 DF5260.and is referenced to NAD 83.
 DF5260
 DF5260.The geoid height was determined by GEOID03.
 DF5260
 DF5260;                    North         East     Units Scale Factor Converg.
 DF5260;SPC NJ       -   152,515.540   151,766.352   MT  0.99990004   +0 00 48.2
 DF5260;SPC NJ       -   500,378.07    497,920.11   sFT  0.99990004   +0 00 48.2
 DF5260;UTM  18      - 4,450,881.254   544,316.515   MT  0.99962418   +0 20 10.2
 DF5260
 DF5260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5260!SPC NJ       -   0.99999646  x   0.99990004  =   0.99989650
 DF5260!UTM  18      -   0.99999646  x   0.99962418  =   0.99962064
 DF5260
 DF5260                          SUPERSEDED SURVEY CONTROL
 DF5260
 DF5260.No superseded survey control is available for this station.
 DF5260
 DF5260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4431750881(NAD 83)
 DF5260_MARKER: DD = SURVEY DISK
 DF5260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5260_STAMPING: 13 J 3 1991
 DF5260_MARK LOGO: NJGS  
 DF5260_PROJECTION: FLUSH
 DF5260_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5260+STABILITY: SURFACE MOTION
 DF5260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5260+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DF5260
 DF5260  HISTORY     - Date     Condition        Report By
 DF5260  HISTORY     - 1991     MONUMENTED       NJGS
 DF5260  HISTORY     - 20020202 GOOD             NJGS
 DF5260
 DF5260                          STATION DESCRIPTION
 DF5260
 DF5260'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DF5260'THE STATION IS LOCATED IN MILLSTONE TOWNSHIP WITHIN THE BOUNDARY OF
 DF5260'THE ASSUNPINK
 DF5260'WILDLIFE MANAGEMENT AREA AND ON THE NORTH SIDE OF SOUTH ROCHDALE
 DF5260'STREET AT THE
 DF5260'JUNCTION WITH CLARKSBURG ROBBINSVILLE ROAD.  TO REACH THE STATION FROM
 DF5260'THE BOROUGH
 DF5260'HALL IN THE BOROUGH OF ROOSEVELT, GO 0.55 MI SOUTHWEST ON SOUTH MAIN
 DF5260'STREET, COUNTY
 DF5260'ROAD 571, TO THE JUNCTION WITH SOUTH ROCHDALE STREET.  CONTINUE AHEAD
 DF5260'ON SOUTH
 DF5260'ROCHDALE STREET FOR 0.1 MI TO THE START OF THE ASSUNPINK WILDLIFE
 DF5260'MANAGEMENT AREA.
 DF5260'CONTINUE AHEAD ON THE CRUSHED STONE ROAD FOR 0.4 MI TO THE TEE
 DF5260'INTERSECTION WITH
 DF5260'CLARKSVILLE ROBBINSVILLE ROAD AND THE STATION ON THE RIGHT.
 DF5260' 
 DF5260'THE STATION IS 14.7 M WEST NORTHWEST FROM THE CENTERLINE OF SOUTH
 DF5260'ROCHDALE STREET,
 DF5260'23.8 M NORTH FROM WOOD UTILITY POLE NUMBER 171 ON THE SOUTH SIDE OF
 DF5260'CLARKSBURG
 DF5260'ROBBINSVILLE ROAD, 14.8 M NORTH NORTHEAST FROM THE CENTERLINE OF
 DF5260'CLARKSBURG
 DF5260'ROBBINSVILLE ROAD, AND 40.85 M SOUTHWEST FROM A WOOD UTILITY POLE WITH
 DF5260'NO NUMBER ON
 DF5260'THE NORTHWEST SIDE OF SOUTH ROCHDALE STREET.  THE STATION IS SET FLUSH
 DF5260'WITH THE
 DF5260'GROUND.
 DF5260'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6967 ***********************************************************************
 KV6967  DESIGNATION -  13 J 4
 KV6967  PID         -  KV6967
 KV6967  STATE/COUNTY-  NJ/MONMOUTH
 KV6967  USGS QUAD   -  ADELPHIA (1981)
 KV6967
 KV6967                         *CURRENT SURVEY CONTROL
 KV6967  ___________________________________________________________________
 KV6967* NAD 83(1996)-  40 12 12.83772(N)    074 15 20.51330(W)     ADJUSTED  
 KV6967* NAVD 88     -        24.2    (meters)      79.     (feet)  GPS OBS   
 KV6967  ___________________________________________________________________
 KV6967  X           -   1,323,657.992 (meters)                     COMP
 KV6967  Y           -  -4,695,124.487 (meters)                     COMP
 KV6967  Z           -   4,095,269.541 (meters)                     COMP
 KV6967  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 KV6967  ELLIP HEIGHT-          -8.21  (meters)          (10/23/02) GPS OBS
 KV6967  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV6967
 KV6967  HORZ ORDER  -  FIRST
 KV6967  ELLP ORDER  -  FOURTH    CLASS I
 KV6967
 KV6967.The horizontal coordinates were established by GPS observations
 KV6967.and adjusted by the National Geodetic Survey in May 1999..
 KV6967
 KV6967.The orthometric height was determined by GPS observations and a
 KV6967.high-resolution geoid model.
 KV6967
 KV6967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6967
 KV6967.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6967
 KV6967.The ellipsoidal height was determined by GPS observations
 KV6967.and is referenced to NAD 83.
 KV6967
 KV6967.The geoid height was determined by GEOID03.
 KV6967
 KV6967;                    North         East     Units Scale Factor Converg.
 KV6967;SPC NJ       -   152,144.047   170,797.728   MT  0.99990532   +0 09 27.7
 KV6967;SPC NJ       -   499,159.26    560,358.88   sFT  0.99990532   +0 09 27.7
 KV6967;UTM  18      - 4,450,617.050   563,344.620   MT  0.99964939   +0 28 49.7
 KV6967
 KV6967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6967!SPC NJ       -   1.00000129  x   0.99990532  =   0.99990661
 KV6967!UTM  18      -   1.00000129  x   0.99964939  =   0.99965068
 KV6967
 KV6967                          SUPERSEDED SURVEY CONTROL
 KV6967
 KV6967  ELLIP H (05/14/99)   -8.22   (m)                       GP(       ) 4 1
 KV6967  NAD 83(1986)-  40 12 12.83869(N)    074 15 20.51550(W) AD(       ) 1
 KV6967
 KV6967.Superseded values are not recommended for survey control.
 KV6967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6967.See file dsdata.txt to determine how the superseded data were derived.
 KV6967
 KV6967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6334550617(NAD 83)
 KV6967_MARKER: DD = SURVEY DISK
 KV6967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6967_SP_SET: CONCRETE POST
 KV6967_STAMPING: 13 J 4 1991
 KV6967_MARK LOGO: NJGS  
 KV6967_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6967+STABILITY: SURFACE MOTION
 KV6967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6967+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1992
 KV6967
 KV6967  HISTORY     - Date     Condition        Report By
 KV6967  HISTORY     - 1991     MONUMENTED       NJGS
 KV6967  HISTORY     - 19921030 GOOD
 KV6967
 KV6967                          STATION DESCRIPTION
 KV6967
 KV6967'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6967'THE STATION IS LOCATED IN HOWELL TOWNSHIP ON THE NORTHEAST CORNER OF
 KV6967'THE CROSSROADS INTERSECTION WITH U.S. HIGHWAY 9 AND CASINO DRIVE TO
 KV6967'THE EAST AND BERGERVILLE ROAD TO THE WEST.  TO REACH THE STATION FROM
 KV6967'THE JUNCTION OF INTERSTATE HIGHWAY 195 EXIT 28 AND U.S. HIGHWAY 9, GO
 KV6967'3.0 MI (4.8 KM) NORTH NORTHWEST ON U.S. HIGHWAY 9 TO THE STATION ON
 KV6967'THE RIGHT.  THE STATION IS 3.2 M (10.5 FT) EAST FROM THE EAST
 KV6967'CURBLINE OF U.S. HIGHWAY 9, 6.5 M (21.3 FT) WEST FROM THE WEST
 KV6967'CURBLINE FOR A STRIP SHOPPING CENTER, 30.8 M (101.0 FT) NORTH FROM
 KV6967'THE CENTERLINE OF CASINO DRIVE, 16.4 M (53.8 FT) NORTH NORTHWEST FROM
 KV6967'THE NORTHWEST CORNER OF THE WEST STUCCO SIGN POLE FOR STORES, 7.0 M
 KV6967'(23.0 FT) SOUTHWEST FROM A LIGHT POLE FOR THE PARKING AREA, 28.0 M
 KV6967'(91.9 FT) SOUTH FROM THE CENTERLINE OF THE ENTRANCE DRIVE TO THE
 KV6967'SHOPPING CENTER AND 4.0 M (13.1 FT) SOUTHEAST FROM THE CENTER OF AN
 KV6967'INLET.  THE STATION IS SET FLUSH WITH THE GROUND BETWEEN THE EAST
 KV6967'CURBLINE OF THE NORTHBOUND LANES OF U.S. HIGHWAY 9 AND THE WEST
 KV6967'CURBLINE FOR A PARKING LOT OF A STRIP SHOPPING CENTER.
 KV6967
 KV6967                          STATION RECOVERY (1992)
 KV6967
 KV6967'RECOVERED 1992
 KV6967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7141 ***********************************************************************
 KV7141  CBN         -  This is a Cooperative Base Network Control Station.
 KV7141  DESIGNATION -  13 J 5
 KV7141  PID         -  KV7141
 KV7141  STATE/COUNTY-  NJ/MONMOUTH
 KV7141  USGS QUAD   -  MARLBORO (1981)
 KV7141
 KV7141                         *CURRENT SURVEY CONTROL
 KV7141  ___________________________________________________________________
 KV7141* NAD 83(1996)-  40 18 03.43877(N)    074 08 08.15464(W)     ADJUSTED  
 KV7141* NAVD 88     -        26.7    (meters)      88.     (feet)  GPS OBS   
 KV7141  ___________________________________________________________________
 KV7141  X           -   1,331,587.085 (meters)                     COMP
 KV7141  Y           -  -4,685,620.061 (meters)                     COMP
 KV7141  Z           -   4,103,524.501 (meters)                     COMP
 KV7141  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 KV7141  ELLIP HEIGHT-          -5.71  (meters)          (09/24/01) GPS OBS
 KV7141  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV7141
 KV7141  HORZ ORDER  -  B
 KV7141  ELLP ORDER  -  FOURTH    CLASS I
 KV7141
 KV7141.The horizontal coordinates were established by GPS observations
 KV7141.and adjusted by the National Geodetic Survey in August 1998..
 KV7141
 KV7141.The orthometric height was determined by GPS observations and a
 KV7141.high-resolution geoid model.
 KV7141
 KV7141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7141
 KV7141.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7141
 KV7141.The ellipsoidal height was determined by GPS observations
 KV7141.and is referenced to NAD 83.
 KV7141
 KV7141.The geoid height was determined by GEOID03.
 KV7141
 KV7141;                    North         East     Units Scale Factor Converg.
 KV7141;SPC NJ       -   162,992.105   180,977.544   MT  0.99991181   +0 14 08.5
 KV7141;SPC NJ       -   534,749.93    593,757.16   sFT  0.99991181   +0 14 08.5
 KV7141;UTM  18      - 4,461,519.606   573,460.565   MT  0.99966643   +0 33 32.8
 KV7141
 KV7141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7141!SPC NJ       -   1.00000090  x   0.99991181  =   0.99991271
 KV7141!UTM  18      -   1.00000090  x   0.99966643  =   0.99966733
 KV7141
 KV7141                          SUPERSEDED SURVEY CONTROL
 KV7141
 KV7141  ELLIP H (08/14/98)   -5.72   (m)                       GP(       ) 3 2
 KV7141  NAD 83(1992)-  40 18 03.43823(N)    074 08 08.15528(W) AD(       ) 1
 KV7141  ELLIP H (09/14/94)   -5.76   (m)                       GP(       ) 3 1
 KV7141
 KV7141.Superseded values are not recommended for survey control.
 KV7141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7141.See file dsdata.txt to determine how the superseded data were derived.
 KV7141
 KV7141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7346161520(NAD 83)
 KV7141_MARKER: DD = SURVEY DISK
 KV7141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7141_SP_SET: CONCRETE POST
 KV7141_STAMPING: 13 J 5 1993
 KV7141_MARK LOGO: NJGS  
 KV7141_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7141+STABILITY: SURFACE MOTION
 KV7141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7141+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2003
 KV7141
 KV7141  HISTORY     - Date     Condition        Report By
 KV7141  HISTORY     - 1993     MONUMENTED       NJGS
 KV7141  HISTORY     - 19970109 GOOD             NJGS
 KV7141  HISTORY     - 20001003 GOOD             NJGS
 KV7141  HISTORY     - 20030110 GOOD             NJGS
 KV7141
 KV7141                          STATION DESCRIPTION
 KV7141
 KV7141'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7141'THE STATION IS LOCATED IN COLTS NECK TOWNSHIP, SET ON THE GROUNDS OF
 KV7141'THE DORBROOK MONMOUTH COUNTY PARK FACILITY.  TO REACH THE STATION
 KV7141'FROM THE JUNCTION OF STATE ROUTE 18 AND COUNTY ROAD 537, GO 5.0 MI
 KV7141'(8.0 KM) EAST NORTHEAST ON COUNTY ROAD 537 TO THE ENTRANCE DRIVE TO
 KV7141'THE PARK FACILITY ON THE LEFT, TURN LEFT AND GO 0.1 MI (0.2 KM) NORTH
 KV7141'TO THE STATION AHEAD ON THE LEFT.  THE PARK DRIVEWAY IS ALSO ABOUT
 KV7141'2.3 MI (3.7 KM) EAST NORTHEAST FROM THE JUNTION OF STATE ROUTE 34 AND
 KV7141'COUNTY ROAD 537 IN COLTS NECK.  THE STATION IS SET IN A GRASS AREA
 KV7141'NEAR THE NORTHEAST CORNER OF THE PARKING LOT AT THE SOUTHEAST CORNER
 KV7141'OF A TENNIS COURT COMPLEX, 13.7 M (44.9 FT) EAST OF THE EASTERLY OF A
 KV7141'SET OF THREE WALKWAY LIGHT POSTS, 9.2 M (30.2 FT) NORTHEAST OF THE
 KV7141'NORTHEAST CORNER OF THE EAST END OF A CONCRETE SIDEWALK, 6.2 M
 KV7141'(20.3 FT) WEST OF THE WEST EDGE OF PAVING OF THE PARK ROAD AT ITS
 KV7141'NORTHERN TERMINUS, 12.9 M (42.3 FT) NORTH OF THE NORTH EDGE OF PAVING
 KV7141'OF THE NORTH DRIVE LEADING TO THE TENNIS COURTS, 31.9 M (104.7 FT)
 KV7141'EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHAIN LINK FENCE
 KV7141'SURROUNDING THE TENNIS COURT COMPLEX AND 0.03 M (0.10 FT) BELOW THE
 KV7141'GROUND.
 KV7141
 KV7141                          STATION RECOVERY (1997)
 KV7141
 KV7141'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 KV7141'RECOVERED AS DESCRIBED.
 KV7141
 KV7141                          STATION RECOVERY (2000)
 KV7141
 KV7141'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (JVS)
 KV7141'RECOVERED AS DESCRIBED.
 KV7141'
 KV7141
 KV7141                          STATION RECOVERY (2003)
 KV7141
 KV7141'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (SJM)
 KV7141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6230 ***********************************************************************
 KV6230  DESIGNATION -  13 K 1
 KV6230  PID         -  KV6230
 KV6230  STATE/COUNTY-  NJ/MONMOUTH
 KV6230  USGS QUAD   -  MARLBORO (1981)
 KV6230
 KV6230                         *CURRENT SURVEY CONTROL
 KV6230  ___________________________________________________________________
 KV6230* NAD 83(1996)-  40 22 20.11471(N)    074 08 28.08205(W)     ADJUSTED  
 KV6230* NAVD 88     -        66.5    (meters)     218.     (feet)  GPS OBS   
 KV6230  ___________________________________________________________________
 KV6230  X           -   1,329,742.312 (meters)                     COMP
 KV6230  Y           -  -4,680,848.379 (meters)                     COMP
 KV6230  Z           -   4,109,585.154 (meters)                     COMP
 KV6230  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 KV6230  ELLIP HEIGHT-          34.13  (meters)          (10/23/02) GPS OBS
 KV6230  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV6230
 KV6230  HORZ ORDER  -  FIRST
 KV6230  ELLP ORDER  -  FOURTH    CLASS I
 KV6230
 KV6230.The horizontal coordinates were established by GPS observations
 KV6230.and adjusted by the National Geodetic Survey in May 1999..
 KV6230
 KV6230.The orthometric height was determined by GPS observations and a
 KV6230.high-resolution geoid model.
 KV6230
 KV6230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6230
 KV6230.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6230
 KV6230.The ellipsoidal height was determined by GPS observations
 KV6230.and is referenced to NAD 83.
 KV6230
 KV6230.The geoid height was determined by GEOID03.
 KV6230
 KV6230;                    North         East     Units Scale Factor Converg.
 KV6230;SPC NJ       -   170,906.523   180,474.888   MT  0.99991143   +0 13 56.8
 KV6230;SPC NJ       -   560,715.82    592,108.03   sFT  0.99991143   +0 13 56.8
 KV6230;UTM  18      - 4,469,429.115   572,913.344   MT  0.99966544   +0 33 22.9
 KV6230
 KV6230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6230!SPC NJ       -   0.99999465  x   0.99991143  =   0.99990608
 KV6230!UTM  18      -   0.99999465  x   0.99966544  =   0.99966009
 KV6230
 KV6230                          SUPERSEDED SURVEY CONTROL
 KV6230
 KV6230  ELLIP H (05/14/99)   34.12   (m)                       GP(       ) 4 1
 KV6230  NAD 83(1992)-  40 22 20.11410(N)    074 08 28.08230(W) AD(       ) 1
 KV6230  ELLIP H (04/25/94)   34.06   (m)                       GP(       ) 3 1
 KV6230  NAD 83(1986)-  40 22 20.11416(N)    074 08 28.08058(W) AD(       ) 2
 KV6230  NGVD 29 (03/28/90)   67.1    (m)          220.     (f) GPS OBS        
 KV6230
 KV6230.Superseded values are not recommended for survey control.
 KV6230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6230.See file dsdata.txt to determine how the superseded data were derived.
 KV6230
 KV6230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7291369429(NAD 83)
 KV6230_MARKER: DD = SURVEY DISK
 KV6230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6230_SP_SET: CONCRETE POST
 KV6230_STAMPING: 13 K 1 1988
 KV6230_MARK LOGO: NJGS  
 KV6230_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6230+STABILITY: SURFACE MOTION
 KV6230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6230+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1993
 KV6230
 KV6230  HISTORY     - Date     Condition        Report By
 KV6230  HISTORY     - 1988     MONUMENTED       NJGS
 KV6230  HISTORY     - 19930322 GOOD             NJHA
 KV6230  HISTORY     - 19931103 GOOD             NJGS
 KV6230
 KV6230                          STATION DESCRIPTION
 KV6230
 KV6230'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6230'TO REACH FROM THE INTERSECTION OF THE GARDEN STATE PARKWAY UNDER RED
 KV6230'HILL ROAD, COUNTY ROUTE 52, AT EXIT 114, PROCEED 0.4 KM (0.64 MI)
 KV6230'NORTHEAST TO THE INTERSECTION OF RED HILL, VAN SCHOICK ROAD AND DWIGHT
 KV6230'ROAD, COUNTY ROUTE 12, TURN RIGHT, SOUTH, ONTO DWIGHT ROAD AND
 KV6230'PROCEED 0.6KM TO ITS INTERSECTION WITH MALUS LANE.  THE STATION IS ON
 KV6230'THE NORTHEAST CORNER AND ALSO CAN BE REACHED FROM THE INTERSECTION OF
 KV6230'MIDDLETOWN LINCROFT ROAD, COUNTY ROUTE 50, AND DWIGHT ROAD, BY
 KV6230'PROCEEDING 2.3 KM (3.70 MI) WEST NORTHWEST ALONG DWIGHT ROAD TO MALUS
 KV6230'LANE AND THE MARK, 0.4 M (1.31 FT) NORTHEAST OF THE CURBLINE, 9.3 M
 KV6230'(30.51 FT) EAST OF THE CENTERLINE OF DWIGHT ROAD, 9.1 M (29.86 FT)
 KV6230'NORTH OF THE CENTERLINE OF MALUS LANE, 7.95 M (26.08 FT) SOUTHWEST OF
 KV6230'A FIRE HYDRANT, 26.5 M (86.94 FT) SOUTHEAST OF POLE JC 7544 MDT,
 KV6230'30.65 M (100.56 FT) NORTH OF POLE BT 08771, AND SET FLUSH WITH THE
 KV6230'GROUND.
 KV6230
 KV6230                          STATION RECOVERY (1993)
 KV6230
 KV6230'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 KV6230'RECOVERED IN GOOD CONDITION.
 KV6230
 KV6230                          STATION RECOVERY (1993)
 KV6230
 KV6230'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6230'THE STATION IS LOCATED IN MIDDLETOWN TOWNSHIP. TO REACH FROM THE
 KV6230'INTERSECTION OF THE GARDEN STATE PARKWAY UNDER RED HILL ROAD, COUNTY
 KV6230'ROUTE 52, AT EXIT 114, PROCEED 0.4 KM (0.2 MI) NORTHEAST TO THE
 KV6230'INTERSECTION OF RED HILL, VAN SCHOICK ROAD AND DWIGHT ROAD, COUNTY
 KV6230'ROUTE 12, TURN RIGHT, ONTO DWIGHT ROAD AND PROCEED SOUTH 0.6KM TO ITS
 KV6230'INTERSECTION WITH MALUS LANE.  THE STATION IS ON THE NORTHEAST CORNER
 KV6230'AND ALSO CAN BE REACHED FROM THE INTERSECTION OF MIDDLETOWN LINCROFT
 KV6230'ROAD, COUNTY ROUTE 50, AND DWIGHT ROAD, BY PROCEEDING 2.3 KM
 KV6230'(1.4 MI) WEST NORTHWEST ALONG DWIGHT ROAD TO MALUS LANE AND THE MARK,
 KV6230'0.4 M (1.3 FT) NORTHEAST OF THE CURBLINE, 9.3 M (30.5 FT) EAST OF THE
 KV6230'CENTERLINE OF DWIGHT ROAD, 9.1 M (29.9 FT) NORTH OF THE CENTERLINE OF
 KV6230'MALUS LANE, 7.95 M (26.08 FT) SOUTHWEST OF A FIRE HYDRANT, 26.5 M
 KV6230'(86.9 FT) SOUTHEAST OF POLE JC 7544 MDT, 30.65 M (100.56 FT) NORTH OF
 KV6230'POLE BT 08771, AND SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6318 ***********************************************************************
 KV6318  DESIGNATION -  13 K 2
 KV6318  PID         -  KV6318
 KV6318  STATE/COUNTY-  NJ/MONMOUTH
 KV6318  USGS QUAD   -  ROOSEVELT (1981)
 KV6318
 KV6318                         *CURRENT SURVEY CONTROL
 KV6318  ___________________________________________________________________
 KV6318* NAD 83(1986)-  40 10 15.     (N)    074 26 51.     (W)     SCALED    
 KV6318* NAVD 88     -        49.722  (meters)     163.13   (feet)  ADJUSTED  
 KV6318  ___________________________________________________________________
 KV6318  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV6318  DYNAMIC HT  -          49.702 (meters)     163.06  (feet)  COMP
 KV6318  MODELED GRAV-     980,209.7   (mgal)                       NAVD 88
 KV6318
 KV6318  VERT ORDER  -  FIRST     CLASS II
 KV6318
 KV6318.The horizontal coordinates were scaled from a topographic map and have
 KV6318.an estimated accuracy of +/- 6 seconds.
 KV6318
 KV6318.The orthometric height was determined by differential leveling
 KV6318.and adjusted by the National Geodetic Survey in June 1991..
 KV6318
 KV6318.The geoid height was determined by GEOID03.
 KV6318
 KV6318.The dynamic height is computed by dividing the NAVD 88
 KV6318.geopotential number by the normal gravity value computed on the
 KV6318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6318.degrees latitude (g = 980.6199 gals.).
 KV6318
 KV6318.The modeled gravity was interpolated from observed gravity values.
 KV6318
 KV6318;                    North         East    Units  Estimated Accuracy
 KV6318;SPC NJ       -   148,480.      154,470.      MT  (+/- 180 meters Scaled)
 KV6318
 KV6318                          SUPERSEDED SURVEY CONTROL
 KV6318
 KV6318  NGVD 29 (01/10/92)   50.050  (m)          164.21   (f) ADJUSTED    1 2
 KV6318
 KV6318.Superseded values are not recommended for survey control.
 KV6318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6318.See file dsdata.txt to determine how the superseded data were derived.
 KV6318
 KV6318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK470468(NAD 83)
 KV6318_MARKER: Z = SEE DESCRIPTION
 KV6318_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6318_SP_SET: PREFAB CONC. POST IN EARTH
 KV6318_STAMPING: 13 K 2
 KV6318_MARK LOGO: NJGS  
 KV6318_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6318+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1989
 KV6318
 KV6318  HISTORY     - Date     Condition        Report By
 KV6318  HISTORY     - UNK      MONUMENTED       NJDT
 KV6318  HISTORY     - 19890626 GOOD             NJGS
 KV6318
 KV6318                          STATION DESCRIPTION
 KV6318
 KV6318'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6318'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6318'IN MILLSTONE TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6318'ROUTE I195, EXIT 16, AND COUNTY ROUTE 537, MONMOUTH ROAD, WHICH IS
 KV6318'THE COUNTY LINE, GO WEST 2.4 KM (1.5 MI) ON ROUTE I195 TO THE MARK ON
 KV6318'THE LEFT, 0.16 KM (0.10 MI) WEST FROM THE COUNTY ROUTE 526 BRIDGE
 KV6318'SPANNING I195, 0.55 M (1.80 FT) NORTHEAST FROM THE EDGE OF THE
 KV6318'EASTBOUND I195 LANES, 15.6 M (51.2 FT) SOUTHWEST FROM THE EDGE OF THE
 KV6318'WESTBOUND I195 LANES, 31.4 M (103.0 FT) WEST FROM AN E TYPE INLET IN
 KV6318'THE MEDIAN, 31.9 M (104.7 FT) NORTH NORTHWEST FROM A B TYPE INLET ON
 KV6318'THE SOUTH SIDE OF THE EASTBOUND I195 LANES AND SET 0.2 M (0.7 FT)
 KV6318'BELOW THE GROUND.  THE STATION IS A 0.02 M (0.07 FT) DIAMETER BRASS
 KV6318'PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF5261 ***********************************************************************
 DF5261  DESIGNATION -  13 K 3
 DF5261  PID         -  DF5261
 DF5261  STATE/COUNTY-  NJ/MONMOUTH
 DF5261  USGS QUAD   -  ALLENTOWN (1995)
 DF5261
 DF5261                         *CURRENT SURVEY CONTROL
 DF5261  ___________________________________________________________________
 DF5261* NAD 83(1996)-  40 12 56.95936(N)    074 31 00.15088(W)     ADJUSTED  
 DF5261* NAVD 88     -        34.9    (meters)     115.     (feet)  GPS OBS   
 DF5261  ___________________________________________________________________
 DF5261  X           -   1,302,023.343 (meters)                     COMP
 DF5261  Y           -  -4,700,266.745 (meters)                     COMP
 DF5261  Z           -   4,096,315.653 (meters)                     COMP
 DF5261  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 DF5261  ELLIP HEIGHT-           2.35  (meters)          (04/17/03) GPS OBS
 DF5261  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 DF5261
 DF5261  HORZ ORDER  -  FIRST
 DF5261  ELLP ORDER  -  THIRD     CLASS I
 DF5261
 DF5261.The horizontal coordinates were established by GPS observations
 DF5261.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DF5261
 DF5261.The orthometric height was determined by GPS observations and a
 DF5261.high-resolution geoid model.
 DF5261
 DF5261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5261
 DF5261.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5261
 DF5261.The ellipsoidal height was determined by GPS observations
 DF5261.and is referenced to NAD 83.
 DF5261
 DF5261.The geoid height was determined by GEOID03.
 DF5261
 DF5261;                    North         East     Units Scale Factor Converg.
 DF5261;SPC NJ       -   153,476.315   148,577.834   MT  0.99990002   -0 00 38.8
 DF5261;SPC NJ       -   503,530.21    487,459.11   sFT  0.99990002   -0 00 38.8
 DF5261;UTM  18      - 4,451,823.788   541,123.521   MT  0.99962082   +0 18 43.4
 DF5261
 DF5261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5261!SPC NJ       -   0.99999963  x   0.99990002  =   0.99989965
 DF5261!UTM  18      -   0.99999963  x   0.99962082  =   0.99962045
 DF5261
 DF5261                          SUPERSEDED SURVEY CONTROL
 DF5261
 DF5261.No superseded survey control is available for this station.
 DF5261
 DF5261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4112451824(NAD 83)
 DF5261_MARKER: DD = SURVEY DISK
 DF5261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5261_STAMPING: 13 K 3 1991
 DF5261_MARK LOGO: NJGS  
 DF5261_PROJECTION: RECESSED 6 CENTIMETERS
 DF5261_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5261+STABILITY: SURFACE MOTION
 DF5261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5261+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DF5261
 DF5261  HISTORY     - Date     Condition        Report By
 DF5261  HISTORY     - 1991     MONUMENTED       NJGS
 DF5261  HISTORY     - 20020202 GOOD             NJGS
 DF5261
 DF5261                          STATION DESCRIPTION
 DF5261
 DF5261'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DF5261'THE STATION IS LOCATED IN MILLSTONE TOWNSHIP WITHIN THE BOUNDARY OF
 DF5261'THE ASSUNPINK
 DF5261'WILDLIFE MANAGEMENT AREA AND SET ON THE TOP OF THE SOUTH BANK OF
 DF5261'ASSUNPINK LAKE, JUST
 DF5261'WEST OF THE PUBLIC BOAT LAUNCH RAMP.  TO REACH THE STATION FROM
 DF5261'INTERSTATE HIGHWAY 195
 DF5261'AT EXIT 11, AND IMLAYSTOWN HIGHTSTOWN ROAD,COUNTY ROAD 43, GO 2.6 MI
 DF5261'NORTH ON COUNTY
 DF5261'ROAD 43 TO THE LAKE AND THE STATION ON THE LEFT.
 DF5261' 
 DF5261'THE STATION IS 3.35 M WEST FROM THE FIRST TIMBER PILE JUST WEST OF THE
 DF5261'BOAT LAUNCH RAMP,
 DF5261'9.45 M EAST FROM A TIMBER PILE AND 43.95 M NORTH NORTHWEST FROM THE
 DF5261'NORTH END OF A 4.0 M
 DF5261'LONG SECTION OF GUIDE RAIL.  THE STATION IS SET 6 CM BELOW THE GROUND.
 DF5261'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6968 ***********************************************************************
 KV6968  DESIGNATION -  13 K 4
 KV6968  PID         -  KV6968
 KV6968  STATE/COUNTY-  NJ/MONMOUTH
 KV6968  USGS QUAD   -  ADELPHIA (1981)
 KV6968
 KV6968                         *CURRENT SURVEY CONTROL
 KV6968  ___________________________________________________________________
 KV6968* NAD 83(1996)-  40 11 10.92214(N)    074 14 59.03983(W)     ADJUSTED  
 KV6968* NAVD 88     -        42.0    (meters)     138.     (feet)  GPS OBS   
 KV6968  ___________________________________________________________________
 KV6968  X           -   1,324,485.008 (meters)                     COMP
 KV6968  Y           -  -4,696,185.915 (meters)                     COMP
 KV6968  Z           -   4,093,822.217 (meters)                     COMP
 KV6968  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 KV6968  ELLIP HEIGHT-           9.49  (meters)          (10/23/02) GPS OBS
 KV6968  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV6968
 KV6968  HORZ ORDER  -  FIRST
 KV6968  ELLP ORDER  -  FOURTH    CLASS I
 KV6968
 KV6968.The horizontal coordinates were established by GPS observations
 KV6968.and adjusted by the National Geodetic Survey in May 1999..
 KV6968
 KV6968.The orthometric height was determined by GPS observations and a
 KV6968.high-resolution geoid model.
 KV6968
 KV6968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6968
 KV6968.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6968
 KV6968.The ellipsoidal height was determined by GPS observations
 KV6968.and is referenced to NAD 83.
 KV6968
 KV6968.The geoid height was determined by GEOID03.
 KV6968
 KV6968;                    North         East     Units Scale Factor Converg.
 KV6968;SPC NJ       -   150,235.926   171,310.907   MT  0.99990559   +0 09 41.4
 KV6968;SPC NJ       -   492,899.03    562,042.53   sFT  0.99990559   +0 09 41.4
 KV6968;UTM  18      - 4,448,712.337   563,868.404   MT  0.99965021   +0 29 02.9
 KV6968
 KV6968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6968!SPC NJ       -   0.99999851  x   0.99990559  =   0.99990410
 KV6968!UTM  18      -   0.99999851  x   0.99965021  =   0.99964872
 KV6968
 KV6968                          SUPERSEDED SURVEY CONTROL
 KV6968
 KV6968  NAD 83(1986)-  40 11 10.92310(N)    074 14 59.04210(W) AD(       ) 1
 KV6968
 KV6968.Superseded values are not recommended for survey control.
 KV6968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6968.See file dsdata.txt to determine how the superseded data were derived.
 KV6968
 KV6968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6386848712(NAD 83)
 KV6968_MARKER: DD = SURVEY DISK
 KV6968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6968_SP_SET: CONCRETE POST
 KV6968_STAMPING: 13 K 4 1991
 KV6968_MARK LOGO: NJGS  
 KV6968_PROJECTION: RECESSED 10 CENTIMETERS
 KV6968_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6968+STABILITY: SURFACE MOTION
 KV6968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6968+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2006
 KV6968
 KV6968  HISTORY     - Date     Condition        Report By
 KV6968  HISTORY     - 1991     MONUMENTED       NJGS
 KV6968  HISTORY     - 19930225 GOOD
 KV6968  HISTORY     - 20020202 GOOD             NJGS
 KV6968  HISTORY     - 20060627 GOOD             AASCO
 KV6968
 KV6968                          STATION DESCRIPTION
 KV6968
 KV6968'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6968'THE STATION IS LOCATED IN HOWELL TOWNSHIP ON THE NORTHEAST SIDE OF
 KV6968'U.S. HIGHWAY 9 AT THE JUNCTION WITH WEST FARMS ROAD AND 24.6 M
 KV6968'(80.7 FT) SOUTH FROM THE CONCRETE CURB NOSE OF THE ENTRANCE RAMP FROM
 KV6968'THE WESTBOUND LANES OF WEST FARMS ROAD ONTO THE NORTHBOUND LANES OF
 KV6968'U.S. HIGHWAY 9.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 KV6968'HIGHWAY 195 AND U.S. HIGHWAY 9 AT INTERCHANGE 28, GO 1.7 MI (2.7 KM)
 KV6968'NORTH NORTHWEST ON U.S. HIGHWAY 9 TO THE STATION ON THE RIGHT.  THE
 KV6968'STATION IS 3.1 M (10.2 FT) EAST FROM THE EAST EDGE OF PAVING OF THE
 KV6968'NORTHBOUND LANES OF U.S. HIGHWAY 9, 10.4 M (34.1 FT) EAST FROM THE
 KV6968'CENTERLINE OF THE NORTHBOUND LANES OF U.S. HIGHWAY 9, 8.4 M
 KV6968'(27.6 FT) WEST SOUTHWEST FROM THE SOUTHWEST CURBLINE OF THE RAMP,
 KV6968'21.4 M (70.2 FT) SOUTHWEST FROM A FIRE HYDRANT, 16.7 M (54.8 FT)
 KV6968'SOUTH FROM THE SOUTH END OF THE CURB LEADING TO THE NOSE OF THE RAMP
 KV6968'AND 24.9 M (81.7 FT) NORTH FROM A LANE MERGE AHEAD SIGN.  THE STATION
 KV6968'IS SET 0.1 M (0.3 FT) BELOW THE GROUND.
 KV6968
 KV6968                          STATION RECOVERY (1993)
 KV6968
 KV6968'RECOVERED 1993
 KV6968'RECOVERED IN GOOD CONDITION.
 KV6968
 KV6968                          STATION RECOVERY (2002)
 KV6968
 KV6968'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6968'RECOVERED AS DESCRIBED
 KV6968' 
 KV6968'
 KV6968
 KV6968                          STATION RECOVERY (2006)
 KV6968
 KV6968'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV6968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7142 ***********************************************************************
 KV7142  DESIGNATION -  13 K 5
 KV7142  PID         -  KV7142
 KV7142  STATE/COUNTY-  NJ/MONMOUTH
 KV7142  USGS QUAD   -  KEYPORT (1977)
 KV7142
 KV7142                         *CURRENT SURVEY CONTROL
 KV7142  ___________________________________________________________________
 KV7142* NAD 83(1996)-  40 24 50.13560(N)    074 13 36.76867(W)     ADJUSTED  
 KV7142* NAVD 88     -        12.0    (meters)      39.     (feet)  GPS OBS   
 KV7142  ___________________________________________________________________
 KV7142  X           -   1,321,909.261 (meters)                     COMP
 KV7142  Y           -  -4,679,907.433 (meters)                     COMP
 KV7142  Z           -   4,113,074.134 (meters)                     COMP
 KV7142  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 KV7142  ELLIP HEIGHT-         -20.39  (meters)          (10/23/02) GPS OBS
 KV7142  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV7142
 KV7142  HORZ ORDER  -  FIRST
 KV7142  ELLP ORDER  -  FOURTH    CLASS I
 KV7142
 KV7142.The horizontal coordinates were established by GPS observations
 KV7142.and adjusted by the National Geodetic Survey in May 1999..
 KV7142
 KV7142.The orthometric height was determined by GPS observations and a
 KV7142.high-resolution geoid model.
 KV7142
 KV7142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7142
 KV7142.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7142
 KV7142.The ellipsoidal height was determined by GPS observations
 KV7142.and is referenced to NAD 83.
 KV7142
 KV7142.The geoid height was determined by GEOID03.
 KV7142
 KV7142;                    North         East     Units Scale Factor Converg.
 KV7142;SPC NJ       -   175,507.459   173,179.015   MT  0.99990661   +0 10 37.4
 KV7142;SPC NJ       -   575,810.72    568,171.49   sFT  0.99990661   +0 10 37.4
 KV7142;UTM  18      - 4,473,987.576   565,593.397   MT  0.99965296   +0 30 04.4
 KV7142
 KV7142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7142!SPC NJ       -   1.00000320  x   0.99990661  =   0.99990981
 KV7142!UTM  18      -   1.00000320  x   0.99965296  =   0.99965616
 KV7142
 KV7142                          SUPERSEDED SURVEY CONTROL
 KV7142
 KV7142  NAD 83(1992)-  40 24 50.13475(N)    074 13 36.76880(W) AD(       ) 1
 KV7142  ELLIP H (09/14/94)  -20.46   (m)                       GP(       ) 3 1
 KV7142
 KV7142.Superseded values are not recommended for survey control.
 KV7142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7142.See file dsdata.txt to determine how the superseded data were derived.
 KV7142
 KV7142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6559373988(NAD 83)
 KV7142_MARKER: DD = SURVEY DISK
 KV7142_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV7142_SP_SET: BRIDGE SIDEWALK
 KV7142_STAMPING: 13 K 5 1993
 KV7142_MARK LOGO: NJGS  
 KV7142_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV7142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7142+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2001
 KV7142
 KV7142  HISTORY     - Date     Condition        Report By
 KV7142  HISTORY     - 1993     MONUMENTED       NJGS
 KV7142  HISTORY     - 20010511 GOOD             USPSQD
 KV7142
 KV7142                          STATION DESCRIPTION
 KV7142
 KV7142'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7142'THE STATION IS LOCATED IN THE BOROUGH OF MATAWAN, SET IN A DRILL HOLE
 KV7142'IN THE SIDEWALK OVER A PIER, ON THE SOUTH SIDE OF THE LITTLE STREET
 KV7142'BRIDGE SPANNING LAKE MATAWAN.  TO REACH THE STATION FROM THE JUNCTION
 KV7142'OF MAIN STREET, STATE ROUTE 79 AND VALLEY ROAD, STATE ROUTE 34, GO
 KV7142'0.6 MI (1.0 KM) NORTHEAST ON STATE ROUTE 79 TO THE JUNTION WITH
 KV7142'LITTLE STREET, TURN RIGHT AND GO 0.15 MI (0.24 KM) SOUTHEAST ON
 KV7142'LITTLE STREET TO THE STATION ON THE RIGHT.  THE STATION IS 63.6 M
 KV7142'(208.7 FT) EAST OF THE NORTHEAST CORNER OF THE CONCRETE BALUSTRADE ON
 KV7142'THE WEST END OF THE BRIDGE, 44.6 M (146.3 FT) NORTHWEST OF THE WEST
 KV7142'CORNER OF THE CONCRETE BALUSTRADE ON THE EAST END OF THE BRIDGE, 0.65
 KV7142'M (2.13 FT) SOUTH OF THE SOUTH CURB OF LITTLE STREET, 5.2 M
 KV7142'(17.1 FT) SOUTH OF THE CENTERLINE OF LITTLE STREET, 0.6 M (2.0 FT)
 KV7142'NORTH OF THE NORTH FACE OF THE BALUTRADE.
 KV7142
 KV7142                          STATION RECOVERY (2001)
 KV7142
 KV7142'RECOVERY NOTE BY US POWER SQUADRON 2001 (RA)
 KV7142'STATION DESCRIPTION (1993) IS ACCURATE. BRIDGE RAILING ABOVE THE
 KV7142'STATION, AS WELL AS THE RAILING ON NORTH SIDE OF BRIDGE DIRECTLY
 KV7142'OPPOSITE, MARKED MA 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6231 ***********************************************************************
 KV6231  DESIGNATION -  13 L 1
 KV6231  PID         -  KV6231
 KV6231  STATE/COUNTY-  NJ/MONMOUTH
 KV6231  USGS QUAD   -  SANDY HOOK (1981)
 KV6231
 KV6231                         *CURRENT SURVEY CONTROL
 KV6231  ___________________________________________________________________
 KV6231* NAD 83(1996)-  40 22 51.50654(N)    074 02 00.19344(W)     ADJUSTED  
 KV6231* NAVD 88     -        13.7    (meters)      45.     (feet)  GPS OBS   
 KV6231  ___________________________________________________________________
 KV6231  X           -   1,338,358.837 (meters)                     COMP
 KV6231  Y           -  -4,677,697.681 (meters)                     COMP
 KV6231  Z           -   4,110,288.538 (meters)                     COMP
 KV6231  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 KV6231  ELLIP HEIGHT-         -18.75  (meters)          (10/23/02) GPS OBS
 KV6231  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KV6231
 KV6231  HORZ ORDER  -  FIRST
 KV6231  ELLP ORDER  -  FOURTH    CLASS I
 KV6231
 KV6231.The horizontal coordinates were established by GPS observations
 KV6231.and adjusted by the National Geodetic Survey in May 1999..
 KV6231
 KV6231.The orthometric height was determined by GPS observations and a
 KV6231.high-resolution geoid model.
 KV6231
 KV6231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6231
 KV6231.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6231
 KV6231.The ellipsoidal height was determined by GPS observations
 KV6231.and is referenced to NAD 83.
 KV6231
 KV6231.The geoid height was determined by GEOID03.
 KV6231
 KV6231;                    North         East     Units Scale Factor Converg.
 KV6231;SPC NJ       -   171,917.408   189,619.664   MT  0.99991932   +0 18 08.3
 KV6231;SPC NJ       -   564,032.36    622,110.51   sFT  0.99991932   +0 18 08.3
 KV6231;UTM  18      - 4,470,491.428   582,050.054   MT  0.99968287   +0 37 34.6
 KV6231
 KV6231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6231!SPC NJ       -   1.00000294  x   0.99991932  =   0.99992226
 KV6231!UTM  18      -   1.00000294  x   0.99968287  =   0.99968581
 KV6231
 KV6231                          SUPERSEDED SURVEY CONTROL
 KV6231
 KV6231  ELLIP H (05/14/99)  -18.77   (m)                       GP(       ) 4 1
 KV6231  NAD 83(1992)-  40 22 51.50588(N)    074 02 00.19350(W) AD(       ) 1
 KV6231  ELLIP H (09/14/94)  -18.84   (m)                       GP(       ) 3 1
 KV6231  NAD 83(1986)-  40 22 51.50564(N)    074 02 00.19345(W) AD(       ) 2
 KV6231  NGVD 29 (03/28/90)   14.2    (m)           47.     (f) GPS OBS        
 KV6231
 KV6231.Superseded values are not recommended for survey control.
 KV6231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6231.See file dsdata.txt to determine how the superseded data were derived.
 KV6231
 KV6231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8205070491(NAD 83)
 KV6231_MARKER: DD = SURVEY DISK
 KV6231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6231_SP_SET: CONCRETE POST
 KV6231_STAMPING: 13 L 1 1988
 KV6231_MARK LOGO: NJGS  
 KV6231_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6231+STABILITY: SURFACE MOTION
 KV6231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6231+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1993
 KV6231
 KV6231  HISTORY     - Date     Condition        Report By
 KV6231  HISTORY     - 1988     MONUMENTED       NJGS
 KV6231  HISTORY     - 19931103 GOOD             NJGS
 KV6231
 KV6231                          STATION DESCRIPTION
 KV6231
 KV6231'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6231'TO REACH THE STATION FROM THE MIDDLETOWN MUNICIPAL COMPLEX ON THE
 KV6231'NORTHWEST CORNER OF STATE HIGHWAY ROUTE 35 AND KINGS HIGHWAY PROCEED
 KV6231'4.6 KM (7.40 MI) SOUTHEAST ALONG ROUTE 35 TO THE INTERSECTION OF
 KV6231'NAVESINK RIVER ROAD, COUNTY ROUTE 12A, THENCE 4.6 KM (7.40 MI) EAST
 KV6231'ALONG NAVESINK RIVER ROAD TO MARK ON THE LEFT. THE STATION CAN ALSO
 KV6231'BE REACHED FROM THE INTERSECTION OF THE ROAD LEADING TO THE OCEANIC
 KV6231'BRIDGE AND NAVESINK RIVER ROAD PROCEEDING 1.6 KM (2.57 MI) SOUTHWEST
 KV6231'ON NAVESINK RIVER ROAD TO MARK ON THE RIGHT. 64.4 M (211.29 FT) EAST
 KV6231'OF AN INLET CURBPIECE ON THE NORTHEAST CORNER OF THE INTERSECTION OF
 KV6231'NAVESINK RIVER ROAD AND BROWNSDOCK ROAD, 70.5 M (231.30 FT) EAST
 KV6231'SOUTHEAST OF THE CENTER OF BROWNS DOCK ROAD, WHICH IS DIRT, 17.5 M
 KV6231'(57.41 FT) EAST OF THE NORTHEAST CORNER OF AN INLET CURBPIECE ON THE
 KV6231'NORTH SIDE OF NAVESINK ROAD, 17.9 M (58.73 FT) EAST OF POLE BT 60256
 KV6231'MDT, 18.6 M (61.02 FT) EAST OF HUBER WOODS MONMOUTH COUNTY PARK SIGN,
 KV6231'7.5 M (24.61 FT) WEST OF NEW JERSEY GEODETIC SURVEY RIVET 6283
 KV6231'LOCATED ON THE NORTH STONE RETAINING WALL ON THE NORTH SIDE OF
 KV6231'NAVESINK RIVER ROAD, 22. M (72.18 FT) WEST OF POLE BT 60257 MDT, 6.0
 KV6231'M (19.68 FT) SOUTHWEST OF A FOUR FOOT POST RAIL FENCE, 1.1 M
 KV6231'(3.61 FT) NORTHEAST OF A METAL GUARDRAIL 5.0 M (16.40 FT) EAST
 KV6231'SOUTHEAST OF THE CENTERLINE OF NAVESINK RIVER ROAD, 1.0 M (3.28 FT)
 KV6231'NORTHEAST OF A CARSONITE WITNESS POST, SET FLUSH WITH THE GROUND AND
 KV6231'ABOUT 1 M (3.28 FT) BELOW ROAD SURFACE.
 KV6231
 KV6231                          STATION RECOVERY (1993)
 KV6231
 KV6231'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6231'THE STATION IS LOCATED IN MIDDLETOWN TOWNSHIP.  TO REACH THE STATION
 KV6231'FROM THE MIDDLETOWN MUNICIPAL COMPLEX ON THE NORTHWEST CORNER OF
 KV6231'STATE ROUTE 35 AND KINGS HIGHWAY PROCEED 4.6 KM (2.9 MI) SOUTHEAST
 KV6231'ALONG ROUTE 35 TO THE INTERSECTION OF NAVESINK RIVER ROAD, COUNTY
 KV6231'ROUTE 12A, THENCE 4.6 KM (2.9 MI) EAST ALONG NAVESINK RIVER ROAD TO
 KV6231'MARK ON THE LEFT. THE STATION CAN ALSO BE REACHED FROM THE
 KV6231'INTERSECTION OF THE ROAD LEADING TO THE OCEANIC BRIDGE AND NAVESINK
 KV6231'RIVER ROAD PROCEEDING 1.6 KM (1.0 MI) SOUTHWEST ON NAVESINK RIVER
 KV6231'ROAD TO MARK ON THE RIGHT. 64.4 M (211.3 FT) EAST OF AN INLET
 KV6231'CURBPIECE ON THE NORTHEAST CORNER OF THE INTERSECTION OF NAVESINK
 KV6231'RIVER ROAD AND BROWNSDOCK ROAD, 70.5 M (231.3 FT) EAST SOUTHEAST OF
 KV6231'THE CENTER OF BROWNS DOCK ROAD, WHICH IS DIRT, 17.5 M (57.4 FT) EAST
 KV6231'OF THE NORTHEAST CORNER OF AN INLET CURBPIECE ON THE NORTH SIDE OF
 KV6231'NAVESINK ROAD, 17.9 M (58.7 FT) EAST OF POLE BT 60256 MDT, 18.6 M
 KV6231'(61.0 FT) EAST OF HUBER WOODS MONMOUTH COUNTY PARK SIGN, 7.5 M
 KV6231'(24.6 FT) WEST OF NEW JERSEY GEODETIC SURVEY RIVET 6283 LOCATED ON
 KV6231'THE NORTH STONE RETAINING WALL ON THE NORTH SIDE OF NAVESINK RIVER
 KV6231'ROAD, 22. M (72.2 FT) WEST OF POLE BT 60257 MDT, 6.0 M (19.7 FT)
 KV6231'SOUTHWEST OF A FOUR FOOT POST RAIL FENCE, 1.1 M (3.6 FT) NORTHEAST OF
 KV6231'A METAL GUARDRAIL 5.0 M (16.4 FT) EAST SOUTHEAST OF THE CENTERLINE OF
 KV6231'NAVESINK RIVER ROAD, 1.0 M (3.3 FT) NORTHEAST OF A CARSONITE WITNESS
 KV6231'POST, SET FLUSH WITH THE GROUND AND ABOUT 1 M (3.3 FT) BELOW ROAD
 KV6231'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6319 ***********************************************************************
 KV6319  DESIGNATION -  13 L 2
 KV6319  PID         -  KV6319
 KV6319  STATE/COUNTY-  NJ/MONMOUTH
 KV6319  USGS QUAD   -  ROOSEVELT (1981)
 KV6319
 KV6319                         *CURRENT SURVEY CONTROL
 KV6319  ___________________________________________________________________
 KV6319* NAD 83(1986)-  40 10 22.     (N)    074 27 18.     (W)     SCALED    
 KV6319* NAVD 88     -        51.150  (meters)     167.81   (feet)  ADJUSTED  
 KV6319  ___________________________________________________________________
 KV6319  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV6319  DYNAMIC HT  -          51.128 (meters)     167.74  (feet)  COMP
 KV6319  MODELED GRAV-     980,210.0   (mgal)                       NAVD 88
 KV6319
 KV6319  VERT ORDER  -  FIRST     CLASS II
 KV6319
 KV6319.The horizontal coordinates were scaled from a topographic map and have
 KV6319.an estimated accuracy of +/- 6 seconds.
 KV6319
 KV6319.The orthometric height was determined by differential leveling
 KV6319.and adjusted by the National Geodetic Survey in June 1991..
 KV6319
 KV6319.The geoid height was determined by GEOID03.
 KV6319
 KV6319.The dynamic height is computed by dividing the NAVD 88
 KV6319.geopotential number by the normal gravity value computed on the
 KV6319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6319.degrees latitude (g = 980.6199 gals.).
 KV6319
 KV6319.The modeled gravity was interpolated from observed gravity values.
 KV6319
 KV6319;                    North         East    Units  Estimated Accuracy
 KV6319;SPC NJ       -   148,700.      153,830.      MT  (+/- 180 meters Scaled)
 KV6319
 KV6319                          SUPERSEDED SURVEY CONTROL
 KV6319
 KV6319  NGVD 29 (01/10/92)   51.477  (m)          168.89   (f) ADJUSTED    1 2
 KV6319
 KV6319.Superseded values are not recommended for survey control.
 KV6319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6319.See file dsdata.txt to determine how the superseded data were derived.
 KV6319
 KV6319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK464470(NAD 83)
 KV6319_MARKER: Z = SEE DESCRIPTION
 KV6319_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6319_SP_SET: PREFAB CONC. POST IN EARTH
 KV6319_STAMPING: 13 L 2
 KV6319_MARK LOGO: NJGS  
 KV6319_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6319+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1989
 KV6319
 KV6319  HISTORY     - Date     Condition        Report By
 KV6319  HISTORY     - UNK      MONUMENTED       NJDT
 KV6319  HISTORY     - 19890626 GOOD             NJGS
 KV6319
 KV6319                          STATION DESCRIPTION
 KV6319
 KV6319'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6319'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6319'IN MILLSTONE TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6319'ROUTE I195, EXIT 16 AND COUNTY ROUTE 537, MONMOUTH ROAD, WHICH IS THE
 KV6319'COUNTY LINE, GO WEST 3.26 KM (2.03 MI) ON ROUTE I195 TO THE MARK ON
 KV6319'THE LEFT, 0.88 KM (0.55 MI) WEST FROM THE COUNTY ROUTE 526 BRIDGE
 KV6319'OVER I195, 0.65 M (2.13 FT) NORTH FROM THE EDGE OF THE EASTBOUND I195
 KV6319'LANES, 15.85 M (52.00 FT) SOUTH FROM THE EDGE OF THE WESTBOUND I195
 KV6319'LANES, 46.3 M (151.9 FT) EAST SOUTHEAST FROM AN E TYPE INLET IN THE
 KV6319'MEDIAN AND 0.1 M (0.3 FT) BELOW THE GROUND.  THE STATION IS A 0.02 M
 KV6319'(0.07 FT) DIAMETER BRASS PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6944 ***********************************************************************
 KV6944  DESIGNATION -  13 L 3
 KV6944  PID         -  KV6944
 KV6944  STATE/COUNTY-  NJ/MONMOUTH
 KV6944  USGS QUAD   -  JAMESBURG (1981)
 KV6944
 KV6944                         *CURRENT SURVEY CONTROL
 KV6944  ___________________________________________________________________
 KV6944* NAD 83(1996)-  40 15 58.15876(N)    074 23 15.99615(W)     ADJUSTED  
 KV6944* NAVD 88     -        74.0    (meters)     243.     (feet)  GPS OBS   
 KV6944  ___________________________________________________________________
 KV6944  X           -   1,311,633.352 (meters)                     COMP
 KV6944  Y           -  -4,693,876.434 (meters)                     COMP
 KV6944  Z           -   4,100,607.220 (meters)                     COMP
 KV6944  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 KV6944  ELLIP HEIGHT-          41.53  (meters)          (10/23/02) GPS OBS
 KV6944  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV6944
 KV6944  HORZ ORDER  -  FIRST
 KV6944  ELLP ORDER  -  FOURTH    CLASS I
 KV6944
 KV6944.The horizontal coordinates were established by GPS observations
 KV6944.and adjusted by the National Geodetic Survey in May 1999..
 KV6944
 KV6944.The orthometric height was determined by GPS observations and a
 KV6944.high-resolution geoid model.
 KV6944
 KV6944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6944
 KV6944.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6944
 KV6944.The ellipsoidal height was determined by GPS observations
 KV6944.and is referenced to NAD 83.
 KV6944
 KV6944.The geoid height was determined by GEOID03.
 KV6944
 KV6944;                    North         East     Units Scale Factor Converg.
 KV6944;SPC NJ       -   159,070.622   159,544.916   MT  0.99990112   +0 04 21.1
 KV6944;SPC NJ       -   521,884.20    523,440.28   sFT  0.99990112   +0 04 21.1
 KV6944;UTM  18      - 4,457,478.286   552,055.899   MT  0.99963336   +0 23 44.6
 KV6944
 KV6944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6944!SPC NJ       -   0.99999349  x   0.99990112  =   0.99989461
 KV6944!UTM  18      -   0.99999349  x   0.99963336  =   0.99962685
 KV6944
 KV6944                          SUPERSEDED SURVEY CONTROL
 KV6944
 KV6944  ELLIP H (05/14/99)   41.52   (m)                       GP(       ) 4 1
 KV6944  NAD 83(1986)-  40 15 58.15928(N)    074 23 15.99765(W) AD(       ) 1
 KV6944
 KV6944.Superseded values are not recommended for survey control.
 KV6944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6944.See file dsdata.txt to determine how the superseded data were derived.
 KV6944
 KV6944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5205657478(NAD 83)
 KV6944_MARKER: DD = SURVEY DISK
 KV6944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6944_SP_SET: CONCRETE POST
 KV6944_STAMPING: 13 L 3 1991
 KV6944_MARK LOGO: NJGS  
 KV6944_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6944+STABILITY: SURFACE MOTION
 KV6944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6944+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1993
 KV6944
 KV6944  HISTORY     - Date     Condition        Report By
 KV6944  HISTORY     - 1991     MONUMENTED       NJGS
 KV6944  HISTORY     - 19920123 GOOD
 KV6944  HISTORY     - 19930309 GOOD             NJGS
 KV6944
 KV6944                          STATION DESCRIPTION
 KV6944
 KV6944'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6944'THE STATION IS LOCATED IN MANALAPAN TOWNSHIP WITHIN THE BOUNDARY OF
 KV6944'THE QUAIL HILL BOY SCOUT RESERVATION.  TO REACH THE STATION FROM THE
 KV6944'JUNCTION OF STATE HIGHWAY 33 AND COUNTY ROAD 527A, IRON ORE ROAD, IN
 KV6944'MANALAPAN, GO 0.4 MI (0.6 KM) NORTHWEST ON IRON ORE ROAD TO THE TEE
 KV6944'JUNCTION WITH LAVALLEY DRIVE AND THE SIGN FOR THE QUAIL HILL BOY
 KV6944'SCOUT CAMP. TURN RIGHT AND GO 0.45 MI (0.72 KM) EAST NORTHEAST TO THE
 KV6944'CAMP RANGERS HOUSE FOR ACCESS TO THE GATE AHEAD,  PHONE 908 446 6521
 KV6944'BUSINESS OR 908 446 0241 HOME.  GO THROUGH THE GATE AND GO 0.2 MI
 KV6944'(0.3 KM) ALONG THE CAMP ROAD TO A CINDER BLOCK SEWAGE PUMP HOUSE ON
 KV6944'THE LEFT AND A DIRT ROAD JUST EAST OF THE PUMP HOUSE LEADING INTO AN
 KV6944'OPEN FIELD.  THE STATION IS ON THE LEFT, JUST NORTH OF A HIGH BUSH
 KV6944'LINE.  THE STATION IS 45.7 M (149.9 FT) EAST SOUTHEAST FROM THE
 KV6944'TRIANGULATION STATION, LOCUST HILL, 1935, WHICH IS 5 M (16.4 FT) WEST
 KV6944'OF THE TREE LINE ON THE HILL AND ADJACENT TO A CARSONITE WITNESS
 KV6944'POST, 37.1 M (121.7 FT) SOUTH SOUTHEAST FROM LOCUST HILL REFERENCE
 KV6944'MARK 3, 1986, 40.25 M (132.05 FT) NORTH NORTHEAST FROM LOCUST HILL
 KV6944'REFERENCE MARK 2, 1935 AND 0.2 M (0.7 FT) BELOW THE GROUND.
 KV6944
 KV6944                          STATION RECOVERY (1992)
 KV6944
 KV6944'RECOVERED 1992
 KV6944'RECOVERED IN GOOD CONDITION.
 KV6944
 KV6944                          STATION RECOVERY (1993)
 KV6944
 KV6944'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6969 ***********************************************************************
 KV6969  DESIGNATION -  13 L 4
 KV6969  PID         -  KV6969
 KV6969  STATE/COUNTY-  NJ/MONMOUTH
 KV6969  USGS QUAD   -  FARMINGDALE (1989)
 KV6969
 KV6969                         *CURRENT SURVEY CONTROL
 KV6969  ___________________________________________________________________
 KV6969* NAD 83(1996)-  40 09 54.75201(N)    074 14 09.70880(W)     ADJUSTED  
 KV6969* NAVD 88     -        33.2    (meters)     109.     (feet)  GPS OBS   
 KV6969  ___________________________________________________________________
 KV6969  X           -   1,326,018.070 (meters)                     COMP
 KV6969  Y           -  -4,697,321.206 (meters)                     COMP
 KV6969  Z           -   4,092,021.448 (meters)                     COMP
 KV6969  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 KV6969  ELLIP HEIGHT-           0.69  (meters)          (10/23/02) GPS OBS
 KV6969  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KV6969
 KV6969  HORZ ORDER  -  FIRST
 KV6969  ELLP ORDER  -  FOURTH    CLASS I
 KV6969
 KV6969.The horizontal coordinates were established by GPS observations
 KV6969.and adjusted by the National Geodetic Survey in May 1999..
 KV6969
 KV6969.The orthometric height was determined by GPS observations and a
 KV6969.high-resolution geoid model.
 KV6969
 KV6969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6969
 KV6969.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6969
 KV6969.The ellipsoidal height was determined by GPS observations
 KV6969.and is referenced to NAD 83.
 KV6969
 KV6969.The geoid height was determined by GEOID03.
 KV6969
 KV6969;                    North         East     Units Scale Factor Converg.
 KV6969;SPC NJ       -   147,890.152   172,484.744   MT  0.99990622   +0 10 12.9
 KV6969;SPC NJ       -   485,202.94    565,893.70   sFT  0.99990622   +0 10 12.9
 KV6969;UTM  18      - 4,446,373.805   565,055.128   MT  0.99965210   +0 29 34.0
 KV6969
 KV6969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6969!SPC NJ       -   0.99999989  x   0.99990622  =   0.99990611
 KV6969!UTM  18      -   0.99999989  x   0.99965210  =   0.99965199
 KV6969
 KV6969                          SUPERSEDED SURVEY CONTROL
 KV6969
 KV6969  NAD 83(1986)-  40 09 54.75299(N)    074 14 09.71102(W) AD(       ) 1
 KV6969
 KV6969.Superseded values are not recommended for survey control.
 KV6969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6969.See file dsdata.txt to determine how the superseded data were derived.
 KV6969
 KV6969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6505546374(NAD 83)
 KV6969_MARKER: DD = SURVEY DISK
 KV6969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6969_SP_SET: CONCRETE POST
 KV6969_STAMPING: 13 L 4 1991
 KV6969_MARK LOGO: NJGS  
 KV6969_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6969+STABILITY: SURFACE MOTION
 KV6969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6969+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1993
 KV6969
 KV6969  HISTORY     - Date     Condition        Report By
 KV6969  HISTORY     - 1991     MONUMENTED       NJGS
 KV6969  HISTORY     - 19930225 GOOD
 KV6969  HISTORY     - 19980112 GOOD             USPSQD
 KV6969
 KV6969                          STATION DESCRIPTION
 KV6969
 KV6969'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6969'THE STATION IS LOCATED IN HOWELL TOWNSHIP ON THE WEST SIDE OF THE
 KV6969'ACCELERATION RAMP FROM THE WESTBOUND LANES OF INTERSTATE HIGHWAY 195
 KV6969'ONTO THE SOUTHBOUND LANES OF U.S. HIGHWAY 9 AT THE NORTHWEST
 KV6969'CLOVERLEAF OF THE JUNCTION OF U.S. HIGHWAY 9 AT INTERCHANGE 28.  THE
 KV6969'STATION IS 3.8 M (12.5 FT) WEST FROM THE WEST EDGE OF PAVING OF THE
 KV6969'ACCELERATION RAMP, 26.1 M (85.6 FT) SOUTHEAST FROM THE CENTER OF A
 KV6969'CULVERT HEADWALL, 2.6 M (8.5 FT) NORTHWEST FROM A RECTANGULAR STATE
 KV6969'HIGHWAY DEPARTMENT ELECTRICAL MANHOLE COVER, 24.0 M (78.7 FT) SOUTH
 KV6969'FROM THE SOUTH NOSE OF THE MEDIAN BARRIER BETWEEN THE RAMP AND U.S.
 KV6969'HIGHWAY 9, 31.3 M (102.7 FT) NORTH FROM A PARKWAY VIA I195 SIGN, 29.3
 KV6969'M (96.1 FT) NORTH NORTHWEST FROM THE CENTER OF AN INLET AND 49.5 M
 KV6969'(162.4 FT) NORTH NORTHWEST FROM THE NORTH RANGE OF THE INTERSTATE
 KV6969'HIGHWAY 195 WESTBOUND BRIDGE OVER U.S. HIGHWAY 9.  THE STATION IS SET
 KV6969'FLUSH WITH THE GROUND.
 KV6969
 KV6969                          STATION RECOVERY (1993)
 KV6969
 KV6969'RECOVERED 1993
 KV6969'RECOVERED IN GOOD CONDITION.
 KV6969
 KV6969                          STATION RECOVERY (1998)
 KV6969
 KV6969'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV6969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5233 ***********************************************************************
 AA5233  DESIGNATION -  13 L 5
 AA5233  PID         -  AA5233
 AA5233  STATE/COUNTY-  NJ/MONMOUTH
 AA5233  USGS QUAD   -  ASBURY PARK (1989)
 AA5233
 AA5233                         *CURRENT SURVEY CONTROL
 AA5233  ___________________________________________________________________
 AA5233* NAD 83(1996)-  40 09 09.60027(N)    074 04 12.87608(W)     ADJUSTED  
 AA5233* NAVD 88     -        20.9    (meters)      69.     (feet)  GPS OBS   
 AA5233  ___________________________________________________________________
 AA5233  X           -   1,339,848.163 (meters)                     COMP
 AA5233  Y           -  -4,694,318.997 (meters)                     COMP
 AA5233  Z           -   4,090,948.919 (meters)                     COMP
 AA5233  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 AA5233  ELLIP HEIGHT-         -12.00  (meters)          (10/23/02) GPS OBS
 AA5233  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 AA5233
 AA5233  HORZ ORDER  -  FIRST
 AA5233  ELLP ORDER  -  FOURTH    CLASS I
 AA5233
 AA5233.The horizontal coordinates were established by GPS observations
 AA5233.and adjusted by the National Geodetic Survey in May 1999..
 AA5233
 AA5233.The orthometric height was determined by GPS observations and a
 AA5233.high-resolution geoid model.
 AA5233
 AA5233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5233
 AA5233.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5233
 AA5233.The ellipsoidal height was determined by GPS observations
 AA5233.and is referenced to NAD 83.
 AA5233
 AA5233.The geoid height was determined by GEOID03.
 AA5233
 AA5233;                    North         East     Units Scale Factor Converg.
 AA5233;SPC NJ       -   146,552.775   186,613.116   MT  0.99991650   +0 16 37.6
 AA5233;SPC NJ       -   480,815.23    612,246.53   sFT  0.99991650   +0 16 37.6
 AA5233;UTM  18      - 4,445,116.278   579,187.315   MT  0.99967719   +0 35 58.4
 AA5233
 AA5233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5233!SPC NJ       -   1.00000188  x   0.99991650  =   0.99991838
 AA5233!UTM  18      -   1.00000188  x   0.99967719  =   0.99967907
 AA5233
 AA5233                          SUPERSEDED SURVEY CONTROL
 AA5233
 AA5233  ELLIP H (05/14/99)  -12.03   (m)                       GP(       ) 4 1
 AA5233  NAD 83(1992)-  40 09 09.59972(N)    074 04 12.87907(W) AD(       ) 1
 AA5233  ELLIP H (05/22/95)  -11.94   (m)                       GP(       ) 3 1
 AA5233
 AA5233.Superseded values are not recommended for survey control.
 AA5233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5233.See file dsdata.txt to determine how the superseded data were derived.
 AA5233
 AA5233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7918745116(NAD 83)
 AA5233_MARKER: DD = SURVEY DISK
 AA5233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5233_STAMPING: 13 L 5 1993
 AA5233_MARK LOGO: NJGS  
 AA5233_PROJECTION: FLUSH
 AA5233_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5233+STABILITY: SURFACE MOTION
 AA5233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5233+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 AA5233
 AA5233  HISTORY     - Date     Condition        Report By
 AA5233  HISTORY     - 1993     MONUMENTED       NJGS
 AA5233  HISTORY     - 20020202 GOOD             NJGS
 AA5233
 AA5233                          STATION DESCRIPTION
 AA5233
 AA5233'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993 (ECB)
 AA5233'THE STATION IS LOCATED IN WALL TOWNSHIP.  TO REACH THE STATION FROM
 AA5233'THE INTERSECTION OF STATE ROUTE 34 AND COUNTY ROAD 524 AT A TRAFFIC
 AA5233'CIRCLE, GO EAST ON COUNTY ROAD 524 FOR 1.4 MI (2.3 KM) TO THE STATION
 AA5233'ON THE LEFT, IN FRONT OF THE WALL TOWNSHIP POLICE HEADQUARTERS
 AA5233'BUILDING. THE STATION IS 4.4 M (14.4 FT) NORTH FROM THE NORTH CURBLINE
 AA5233'OF COUNTY ROAD 524, 12.4 M (40.7 FT) SOUTH FROM THE WEST END OF A SIGN
 AA5233'FOR THE POLICE HEADQUARTERS, 12.3 M (40.4 FT) SOUTH SOUTHWEST FROM THE
 AA5233'EAST END OF A SIGN FOR THE POLICE HEADQUARTERS, 38.3 M (125.7 FT) WEST
 AA5233'FROM POLE NUMBER BT 6471, 22.9 M (75.1 FT) EAST FROM A CROSS ROADS
 AA5233'INTERSECTION SIGN, 7.5 M (24.6 FT) SOUTH FROM A LOW FLOOD LIGHT IN
 AA5233'FRONT OF THE SIGN FOR THE POLICE HEADQUARTERS AND 14.8 M (48.6 FT)
 AA5233'WEST NORTHWEST FROM AN INLET ON THE NORTH SIDE OF COUNTY ROAD 524.
 AA5233'THE STATION IS SET FLUSH WITH THE GROUND.
 AA5233
 AA5233                          STATION RECOVERY (2002)
 AA5233
 AA5233'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 AA5233'RECOVERED AS DESCRIBED
 AA5233'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6232 ***********************************************************************
 KV6232  DESIGNATION -  13 M 1
 KV6232  PID         -  KV6232
 KV6232  STATE/COUNTY-  NJ/MONMOUTH
 KV6232  USGS QUAD   -  LONG BRANCH (1981)
 KV6232
 KV6232                         *CURRENT SURVEY CONTROL
 KV6232  ___________________________________________________________________
 KV6232* NAD 83(1996)-  40 22 18.96000(N)    074 03 33.13096(W)     ADJUSTED  
 KV6232* NAVD 88     -        22.9    (meters)      75.     (feet)  GPS OBS   
 KV6232  ___________________________________________________________________
 KV6232  X           -   1,336,431.592 (meters)                     COMP
 KV6232  Y           -  -4,678,932.312 (meters)                     COMP
 KV6232  Z           -   4,109,529.739 (meters)                     COMP
 KV6232  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 KV6232  ELLIP HEIGHT-          -9.53  (meters)          (10/23/02) GPS OBS
 KV6232  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KV6232
 KV6232  HORZ ORDER  -  FIRST
 KV6232  ELLP ORDER  -  FOURTH    CLASS I
 KV6232
 KV6232.The horizontal coordinates were established by GPS observations
 KV6232.and adjusted by the National Geodetic Survey in May 1999..
 KV6232
 KV6232.The orthometric height was determined by GPS observations and a
 KV6232.high-resolution geoid model.
 KV6232
 KV6232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6232
 KV6232.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6232
 KV6232.The ellipsoidal height was determined by GPS observations
 KV6232.and is referenced to NAD 83.
 KV6232
 KV6232.The geoid height was determined by GEOID03.
 KV6232
 KV6232;                    North         East     Units Scale Factor Converg.
 KV6232;SPC NJ       -   170,902.360   187,432.650   MT  0.99991724   +0 17 07.9
 KV6232;SPC NJ       -   560,702.16    614,935.29   sFT  0.99991724   +0 17 07.9
 KV6232;UTM  18      - 4,469,464.276   579,869.331   MT  0.99967852   +0 36 33.9
 KV6232
 KV6232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6232!SPC NJ       -   1.00000149  x   0.99991724  =   0.99991873
 KV6232!UTM  18      -   1.00000149  x   0.99967852  =   0.99968001
 KV6232
 KV6232                          SUPERSEDED SURVEY CONTROL
 KV6232
 KV6232  ELLIP H (05/14/99)   -9.54   (m)                       GP(       ) 4 1
 KV6232  NAD 83(1992)-  40 22 18.95942(N)    074 03 33.13131(W) AD(       ) 1
 KV6232  ELLIP H (09/14/94)   -9.60   (m)                       GP(       ) 3 1
 KV6232  NAD 83(1986)-  40 22 18.95915(N)    074 03 33.13009(W) AD(       ) 2
 KV6232  NGVD 29 (03/28/90)   23.5    (m)           77.     (f) GPS OBS        
 KV6232
 KV6232.Superseded values are not recommended for survey control.
 KV6232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6232.See file dsdata.txt to determine how the superseded data were derived.
 KV6232
 KV6232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7986969464(NAD 83)
 KV6232_MARKER: DD = SURVEY DISK
 KV6232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6232_SP_SET: CONCRETE POST
 KV6232_STAMPING: 13 M 1 1988
 KV6232_MARK LOGO: NJGS  
 KV6232_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6232+STABILITY: SURFACE MOTION
 KV6232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6232+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2006
 KV6232
 KV6232  HISTORY     - Date     Condition        Report By
 KV6232  HISTORY     - 1988     MONUMENTED       NJGS
 KV6232  HISTORY     - 19931103 GOOD             NJGS
 KV6232  HISTORY     - 20060109 GOOD             AASCO
 KV6232
 KV6232                          STATION DESCRIPTION
 KV6232
 KV6232'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6232'TO REACH THE STATION FROM THE MIDDLETOWN MUNICIPAL COMPLEX AT THE
 KV6232'NORTHWEST INTERSECTION OF STATE HIGHWAY ROUTE 35 AND KINGS HIGHWAY
 KV6232'PROCEED 4.6 KM (7.40 MI) SOUTHEAST ALONG ROUTE 35 TO THE INTERSECTION
 KV6232'WITH NAVESINK RIVER ROAD, THENCE 2.2 KM (3.54 MI) EAST ON NAVESINK
 KV6232'RIVER ROAD, COUNTY ROUTE 12A, TO THE STATION ON THE LEFT, 11.8 M
 KV6232'(38.71 FT) WEST SOUTHWEST OF A 6 INCH GRANITE PROPERTY MONUMENT, 5.4
 KV6232'M (17.72 FT) NORTH OF THE NAVESINK RIVER ROAD, 0.9 M (2.95 FT) NORTH
 KV6232'OF A DEPRESSED CONCRETE CURBLINE, 12.2 M (40.03 FT) WEST OF POLE
 KV6232'60204 MDT, 14.2 M (46.59 FT) NORTHWEST OF A MAILBOX POST TO A ONE AND
 KV6232'A HALF STORY FRAME HOUSE NUMBER 558, ON THE SOUTH SIDE OF NAVESINK
 KV6232'RIVER ROAD, 27.6 M (90.55 FT) EAST OF POLE 60203 MDT, ABOUT 164 M
 KV6232'(538.06 FT) EAST OF THE CENTERLINE OF LUFTBURROW LANE AT THE NAVESINK
 KV6232'GOLF CUNTRY CLUB, 46.5 M (152.56 FT) SOUTHEAST OF THE LINK FENCE POST
 KV6232'SURROUNDING A HIGH VOLTAGE PUMP AREA ON THE NORTH SIDE OF NAVESINK
 KV6232'RIVER ROAD AND SET FLUSH WITH THE GROUND.
 KV6232
 KV6232                          STATION RECOVERY (1993)
 KV6232
 KV6232'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6232'THE STATION IS LOCATED IN MIDDLETOWN TOWNSHIP.  TO REACH THE STATION
 KV6232'FROM THE MIDDLETOWN MUNICIPAL COMPLEX AT THE NORTHWEST INTERSECTION
 KV6232'OF STATE ROUTE 35 AND KINGS HIGHWAY PROCEED 4.6 KM (2.9 MI) SOUTHEAST
 KV6232'ALONG ROUTE 35 TO THE INTERSECTION WITH NAVESINK RIVER ROAD, THENCE
 KV6232'2.2 KM (1.4 MI) EAST ON NAVESINK RIVER ROAD, COUNTY ROUTE 12A, TO THE
 KV6232'STATION ON THE LEFT. TO REACH THE STATION FROM THE TEE JUNCTION OF
 KV6232'COUNTY ROAD 8A AND NAVESINK RIVER ROAD, COUNTY ROAD 12A AT THE NORTH
 KV6232'END OF THE OCEANIC BRIDGE IN LOCUST POINT, GO 2.65 MI (4.26 KM) WEST
 KV6232'SOUTHWEST ON NAVESINK RIVER ROAD TO THE STATION ON THE RIGHT. THE
 KV6232'STATION IS 11.8 M (38.7 FT) WEST SOUTHWEST OF A 6 INCH GRANITE
 KV6232'PROPERTY MONUMENT, 5.4 M (17.7 FT) NORTH OF THE NAVESINK RIVER ROAD,
 KV6232'0.9 M (3.0 FT) NORTH OF A DEPRESSED CONCRETE CURBLINE, 12.2 M
 KV6232'(40.0 FT) WEST OF POLE 60204 MDT, 14.2 M (46.6 FT) NORTHWEST OF A
 KV6232'MAILBOX POST TO A ONE AND A HALF STORY FRAME HOUSE NUMBER 558, ON THE
 KV6232'SOUTH SIDE OF NAVESINK RIVER ROAD, 27.6 M (90.6 FT) EAST OF POLE
 KV6232'60203 MDT, ABOUT 164 M (538.1 FT) EAST OF THE CENTERLINE OF
 KV6232'LUFTBURROW LANE AT THE NAVESINK GOLF COUNTRY CLUB, 46.5 M (152.6 FT)
 KV6232'SOUTHEAST OF THE LINK FENCE POST SURROUNDING A HIGH VOLTAGE PUMP AREA
 KV6232'ON THE NORTH SIDE OF NAVESINK RIVER ROAD AND SET FLUSH WITH THE
 KV6232'GROUND.
 KV6232
 KV6232                          STATION RECOVERY (2006)
 KV6232
 KV6232'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV6232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6320 ***********************************************************************
 KV6320  DESIGNATION -  13 M 2
 KV6320  PID         -  KV6320
 KV6320  STATE/COUNTY-  NJ/MONMOUTH
 KV6320  USGS QUAD   -  ROOSEVELT (1981)
 KV6320
 KV6320                         *CURRENT SURVEY CONTROL
 KV6320  ___________________________________________________________________
 KV6320* NAD 83(1986)-  40 10 28.     (N)    074 27 54.     (W)     SCALED    
 KV6320* NAVD 88     -        49.736  (meters)     163.18   (feet)  ADJUSTED  
 KV6320  ___________________________________________________________________
 KV6320  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV6320  DYNAMIC HT  -          49.716 (meters)     163.11  (feet)  COMP
 KV6320  MODELED GRAV-     980,210.4   (mgal)                       NAVD 88
 KV6320
 KV6320  VERT ORDER  -  FIRST     CLASS II
 KV6320
 KV6320.The horizontal coordinates were scaled from a topographic map and have
 KV6320.an estimated accuracy of +/- 6 seconds.
 KV6320
 KV6320.The orthometric height was determined by differential leveling
 KV6320.and adjusted by the National Geodetic Survey in June 1991..
 KV6320
 KV6320.The geoid height was determined by GEOID03.
 KV6320
 KV6320.The dynamic height is computed by dividing the NAVD 88
 KV6320.geopotential number by the normal gravity value computed on the
 KV6320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6320.degrees latitude (g = 980.6199 gals.).
 KV6320
 KV6320.The modeled gravity was interpolated from observed gravity values.
 KV6320
 KV6320;                    North         East    Units  Estimated Accuracy
 KV6320;SPC NJ       -   148,880.      152,980.      MT  (+/- 180 meters Scaled)
 KV6320
 KV6320                          SUPERSEDED SURVEY CONTROL
 KV6320
 KV6320  NGVD 29 (01/10/92)   50.064  (m)          164.25   (f) ADJUSTED    1 2
 KV6320
 KV6320.Superseded values are not recommended for survey control.
 KV6320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6320.See file dsdata.txt to determine how the superseded data were derived.
 KV6320
 KV6320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK455472(NAD 83)
 KV6320_MARKER: Z = SEE DESCRIPTION
 KV6320_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6320_SP_SET: PREFAB CONC. POST IN EARTH
 KV6320_STAMPING: 13 M 2
 KV6320_MARK LOGO: NJGS  
 KV6320_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6320+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1989
 KV6320
 KV6320  HISTORY     - Date     Condition        Report By
 KV6320  HISTORY     - UNK      MONUMENTED       NJDT
 KV6320  HISTORY     - 19890626 GOOD             NJGS
 KV6320
 KV6320                          STATION DESCRIPTION
 KV6320
 KV6320'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6320'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6320'IN MILLSTONE TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6320'ROUTE I195, EXIT 16, AND COUNTY ROUTE 537, MONMOUTH ROAD, WHICH IS
 KV6320'THE COUNTY LINE, GO WEST 4.08 KM (2.54 MI) ON ROUTE I195 TO THE
 KV6320'STATION ON THE LEFT, 0.08 KM (0.05 MI) WEST FROM THE YELLOW MEETING
 KV6320'HOUSE ROAD BRIDGE SPANNING I195, 0.65 M (2.13 FT) NORTH FROM THE EDGE
 KV6320'OF THE EASTBOUND I195 LANES, 15.6 M (51.2 FT) SOUTH FROM THE EDGE OF
 KV6320'THE WESTBOUND I195 LANES, 8.7 M (28.5 FT) SOUTHWEST FROM AN E TYPE
 KV6320'INLET IN THE MEDIAN, 12.5 M (41.0 FT) NORTHWEST FROM A B TYPE INLET
 KV6320'IN THE SOUTH SIDE OF THE EASTBOUND I195 LANES, AND SET 0.2 M (0.7 FT)
 KV6320'BELOW THE GROUND.  THE STATION IS A 0.02 M (0.07 FT) DIAMETER BRASS
 KV6320'PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF5248 ***********************************************************************
 DF5248  DESIGNATION -  13 M 3
 DF5248  PID         -  DF5248
 DF5248  STATE/COUNTY-  NJ/MONMOUTH
 DF5248  USGS QUAD   -  ALLENTOWN (1995)
 DF5248
 DF5248                         *CURRENT SURVEY CONTROL
 DF5248  ___________________________________________________________________
 DF5248* NAD 83(1996)-  40 12 35.94551(N)    074 32 51.07245(W)     ADJUSTED  
 DF5248* NAVD 88     -        33.5    (meters)     110.     (feet)  GPS OBS   
 DF5248  ___________________________________________________________________
 DF5248  X           -   1,299,606.730 (meters)                     COMP
 DF5248  Y           -  -4,701,368.533 (meters)                     COMP
 DF5248  Z           -   4,095,819.767 (meters)                     COMP
 DF5248  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 DF5248  ELLIP HEIGHT-           0.92  (meters)          (04/17/03) GPS OBS
 DF5248  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DF5248
 DF5248  HORZ ORDER  -  FIRST
 DF5248  ELLP ORDER  -  THIRD     CLASS I
 DF5248
 DF5248.The horizontal coordinates were established by GPS observations
 DF5248.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DF5248
 DF5248.The orthometric height was determined by GPS observations and a
 DF5248.high-resolution geoid model.
 DF5248
 DF5248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5248
 DF5248.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5248
 DF5248.The ellipsoidal height was determined by GPS observations
 DF5248.and is referenced to NAD 83.
 DF5248
 DF5248.The geoid height was determined by GEOID03.
 DF5248
 DF5248;                    North         East     Units Scale Factor Converg.
 DF5248;SPC NJ       -   152,829.175   145,954.935   MT  0.99990020   -0 01 50.4
 DF5248;SPC NJ       -   501,407.05    478,853.82   sFT  0.99990020   -0 01 50.4
 DF5248;UTM  18      - 4,451,162.066   538,505.045   MT  0.99961825   +0 17 31.6
 DF5248
 DF5248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5248!SPC NJ       -   0.99999986  x   0.99990020  =   0.99990006
 DF5248!UTM  18      -   0.99999986  x   0.99961825  =   0.99961811
 DF5248
 DF5248                          SUPERSEDED SURVEY CONTROL
 DF5248
 DF5248.No superseded survey control is available for this station.
 DF5248
 DF5248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3850551162(NAD 83)
 DF5248_MARKER: DD = SURVEY DISK
 DF5248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5248_STAMPING: 13 M 3 1991
 DF5248_MARK LOGO: NJGS  
 DF5248_PROJECTION: FLUSH
 DF5248_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5248+STABILITY: SURFACE MOTION
 DF5248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5248+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DF5248
 DF5248  HISTORY     - Date     Condition        Report By
 DF5248  HISTORY     - 1991     MONUMENTED       NJGS
 DF5248  HISTORY     - 20020202 GOOD             NJGS
 DF5248
 DF5248                          STATION DESCRIPTION
 DF5248
 DF5248'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DF5248'THE STATION IS LOCATED IN UPPER FREEHOLD TOWNSHIP ON THE SOUTHEAST
 DF5248'SIDE OF COUNTY
 DF5248'ROAD 539, OLD YORK ROAD.  TO REACH THE STATION FROM THE JUNCTION OF
 DF5248'INTERSTATE HIGHWAY
 DF5248'195 EXIT 8 AND COUNTY ROAD 539, GO 2.1 MI NORTHEAST ON COUNTY ROAD 539
 DF5248'TO THE STATION ON
 DF5248'THE RIGHT.
 DF5248' 
 DF5248'THE STATION IS ON THE SOUTHEAST CORNER OF THE TEE INTERSECTION WITH
 DF5248'HERBERT ROAD, 18.8
 DF5248'M SOUTHEAST FROM THE CENTERLINE OF COUNTY ROAD 539, 11.5 M SOUTHWEST
 DF5248'FROM THE
 DF5248'CENTERLINE OF HERBERT ROAD, 27.2 M SOUTH SOUTHWEST FROM A WOOD UTILITY
 DF5248'POLE WITH NO
 DF5248'NUMBER ON THE NORTHEAST CORNER OF THE INTERSECTION, 16.4 M SOUTHWEST
 DF5248'FROM A STOP
 DF5248'SIGN, 19.3 M SOUTHWEST FROM WOOD UTILITY POLE NUMBER JC 523 UF ON THE
 DF5248'NORTHEAST SIDE OF
 DF5248'HERBERT ROAD.  THE STATION IS ABOUT 4 FT ABOVE THE LEVEL OF THE ROAD.
 DF5248'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6970 ***********************************************************************
 KV6970  DESIGNATION -  13 M 4
 KV6970  PID         -  KV6970
 KV6970  STATE/COUNTY-  NJ/MONMOUTH
 KV6970  USGS QUAD   -  ADELPHIA (1981)
 KV6970
 KV6970                         *CURRENT SURVEY CONTROL
 KV6970  ___________________________________________________________________
 KV6970* NAD 83(1996)-  40 13 45.89683(N)    074 16 18.69942(W)     ADJUSTED  
 KV6970* NAVD 88     -        36.9    (meters)     121.     (feet)  GPS OBS   
 KV6970  ___________________________________________________________________
 KV6970  X           -   1,321,833.732 (meters)                     COMP
 KV6970  Y           -  -4,693,723.162 (meters)                     COMP
 KV6970  Z           -   4,097,469.589 (meters)                     COMP
 KV6970  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 KV6970  ELLIP HEIGHT-           4.55  (meters)          (10/23/02) GPS OBS
 KV6970  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV6970
 KV6970  HORZ ORDER  -  FIRST
 KV6970  ELLP ORDER  -  FOURTH    CLASS I
 KV6970
 KV6970.The horizontal coordinates were established by GPS observations
 KV6970.and adjusted by the National Geodetic Survey in May 1999..
 KV6970
 KV6970.The orthometric height was determined by GPS observations and a
 KV6970.high-resolution geoid model.
 KV6970
 KV6970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6970
 KV6970.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6970
 KV6970.The ellipsoidal height was determined by GPS observations
 KV6970.and is referenced to NAD 83.
 KV6970
 KV6970.The geoid height was determined by GEOID03.
 KV6970
 KV6970;                    North         East     Units Scale Factor Converg.
 KV6970;SPC NJ       -   155,010.428   169,414.387   MT  0.99990464   +0 08 50.4
 KV6970;SPC NJ       -   508,563.38    555,820.37   sFT  0.99990464   +0 08 50.4
 KV6970;UTM  18      - 4,453,474.856   561,945.509   MT  0.99964724   +0 28 13.0
 KV6970
 KV6970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6970!SPC NJ       -   0.99999929  x   0.99990464  =   0.99990393
 KV6970!UTM  18      -   0.99999929  x   0.99964724  =   0.99964653
 KV6970
 KV6970|---------------------------------------------------------------------|
 KV6970| PID    Reference Object                     Distance      Geod. Az  |
 KV6970|                                                           dddmmss.s |
 KV6970| KV6985 MONMOUTH HEALTH DEPT ANTENNA         52.029 METERS 00912     |
 KV6970|---------------------------------------------------------------------|
 KV6970
 KV6970                          SUPERSEDED SURVEY CONTROL
 KV6970
 KV6970  ELLIP H (05/14/99)    4.54   (m)                       GP(       ) 4 1
 KV6970  NAD 83(1986)-  40 13 45.89778(N)    074 16 18.70158(W) AD(       ) 1
 KV6970
 KV6970.Superseded values are not recommended for survey control.
 KV6970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6970.See file dsdata.txt to determine how the superseded data were derived.
 KV6970
 KV6970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6194653475(NAD 83)
 KV6970_MARKER: DD = SURVEY DISK
 KV6970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6970_SP_SET: CONCRETE POST
 KV6970_STAMPING: 13 M 4 1991
 KV6970_MARK LOGO: NJGS  
 KV6970_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6970+STABILITY: SURFACE MOTION
 KV6970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6970+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1992
 KV6970
 KV6970  HISTORY     - Date     Condition        Report By
 KV6970  HISTORY     - 1991     MONUMENTED       NJGS
 KV6970  HISTORY     - 19921030 GOOD
 KV6970
 KV6970                          STATION DESCRIPTION
 KV6970
 KV6970'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6970'THE STATION IS LOCATED IN FREEHOLD TOWNSHIP, ON THE GROUNDS OF THE
 KV6970'MONMOUTH COUNTY DEPARTMENT OF HEALTH AND SUPERINTENDENT OF SCHOOLS AT
 KV6970'THE NORTHEAST CORNER OF THE INTERSECTION OF U.S. HIGHWAY 9 WITH
 KV6970'CAMPBELL COURT.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 KV6970'HIGHWAY 9 AND ELTON ADELPHIA ROAD, COUNTY ROAD 524, GO 0.6 MI
 KV6970'(1.0 KM) NORTH NORTHWEST ON U.S. HIGHWAY 9 TO THE JUNCTION WITH
 KV6970'CAMPBELL COURT ON THE RIGHT.  TURN RIGHT AND GO 24.0 M (78.7 FT) EAST
 KV6970'FROM THE EAST CURBLINE OF U.S. HIGHWAY 9 EXTENDED TO THE STATION ON
 KV6970'THE LEFT.  THE STATION IS 2.9 M (9.5 FT) NORTH FROM THE NORTH EDGE OF
 KV6970'THE SIDEWALK, 5.6 M (18.4 FT) NORTH FROM THE NORTH CURBLINE OF
 KV6970'CAMPBELL COURT, 4.1 M (13.5 FT) SOUTH FROM THE SOUTH CURBLINE OF THE
 KV6970'PARKING LOT, 7.0 M (23.0 FT) EAST FROM A FOUR INCH OAK TREE, 8.0 M
 KV6970'(26.2 FT) WEST FROM A FOUR INCH OAK TREE AND 30.3 M (99.4 FT)
 KV6970'SOUTHWEST FROM THE SOUTHWEST CORNER OF THE ONE STORY OFFICE BUILDING
 KV6970'FOR THE HEALTH DEPARTMENT. THE STATION IS SET 0.5 M (1.6 FT) BELOW
 KV6970'THE GROUND.
 KV6970
 KV6970                          STATION RECOVERY (1992)
 KV6970
 KV6970'RECOVERED 1992
 KV6970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5234 ***********************************************************************
 AA5234  DESIGNATION -  13 M 5
 AA5234  PID         -  AA5234
 AA5234  STATE/COUNTY-  NJ/MONMOUTH
 AA5234  USGS QUAD   -  ASBURY PARK (1989)
 AA5234
 AA5234                         *CURRENT SURVEY CONTROL
 AA5234  ___________________________________________________________________
 AA5234* NAD 83(1996)-  40 10 48.48980(N)    074 07 14.43206(W)     ADJUSTED  
 AA5234* NAVD 88     -        44.9    (meters)     147.     (feet)  GPS OBS   
 AA5234  ___________________________________________________________________
 AA5234  X           -   1,335,182.422 (meters)                     COMP
 AA5234  Y           -  -4,693,621.991 (meters)                     COMP
 AA5234  Z           -   4,093,295.336 (meters)                     COMP
 AA5234  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 AA5234  ELLIP HEIGHT-          12.16  (meters)          (10/23/02) GPS OBS
 AA5234  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 AA5234
 AA5234  HORZ ORDER  -  FIRST
 AA5234  ELLP ORDER  -  FOURTH    CLASS I
 AA5234
 AA5234.This mark is at Allaire Airport (BLM)
 AA5234
 AA5234.The horizontal coordinates were established by GPS observations
 AA5234.and adjusted by the National Geodetic Survey in May 1999..
 AA5234
 AA5234.The orthometric height was determined by GPS observations and a
 AA5234.high-resolution geoid model.
 AA5234
 AA5234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5234
 AA5234.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5234
 AA5234.The ellipsoidal height was determined by GPS observations
 AA5234.and is referenced to NAD 83.
 AA5234
 AA5234.The geoid height was determined by GEOID03.
 AA5234
 AA5234;                    North         East     Units Scale Factor Converg.
 AA5234;SPC NJ       -   149,583.053   182,303.508   MT  0.99991284   +0 14 41.1
 AA5234;SPC NJ       -   490,757.07    598,107.43   sFT  0.99991284   +0 14 41.1
 AA5234;UTM  18      - 4,448,121.521   574,861.762   MT  0.99966899   +0 34 02.5
 AA5234
 AA5234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5234!SPC NJ       -   0.99999809  x   0.99991284  =   0.99991093
 AA5234!UTM  18      -   0.99999809  x   0.99966899  =   0.99966708
 AA5234
 AA5234:                Primary Azimuth Mark                     Grid Az
 AA5234:SPC NJ       -  13 N 5                                   032 01 50.4
 AA5234:UTM  18      -  13 N 5                                   031 42 29.0
 AA5234
 AA5234|---------------------------------------------------------------------|
 AA5234| PID    Reference Object                     Distance      Geod. Az  |
 AA5234|                                                           dddmmss.s |
 AA5234| AA5235 13 N 5                              494.015 METERS 0321631.5 |
 AA5234|---------------------------------------------------------------------|
 AA5234
 AA5234                          SUPERSEDED SURVEY CONTROL
 AA5234
 AA5234  ELLIP H (05/14/99)   12.14   (m)                       GP(       ) 4 1
 AA5234  NAD 83(1992)-  40 10 48.48928(N)    074 07 14.43474(W) AD(       ) 1
 AA5234  ELLIP H (05/22/95)   12.21   (m)                       GP(       ) 3 1
 AA5234
 AA5234.Superseded values are not recommended for survey control.
 AA5234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5234.See file dsdata.txt to determine how the superseded data were derived.
 AA5234
 AA5234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7486248122(NAD 83)
 AA5234_MARKER: DD = SURVEY DISK
 AA5234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5234_STAMPING: 13 M 5 1993
 AA5234_MARK LOGO: NJGS  
 AA5234_PROJECTION: FLUSH
 AA5234_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5234+STABILITY: SURFACE MOTION
 AA5234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5234+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2002
 AA5234
 AA5234  HISTORY     - Date     Condition        Report By
 AA5234  HISTORY     - 1993     MONUMENTED       NJGS
 AA5234  HISTORY     - 20020202 GOOD             NJGS
 AA5234  HISTORY     - 20020221 GOOD             INDIV
 AA5234
 AA5234                          STATION DESCRIPTION
 AA5234
 AA5234'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993 (ECB)
 AA5234'THE STATION IS LOCATED IN WALL TOWNSHIP, ON THE GROUNDS OF THE ALLAIRE
 AA5234'AIRPORT.  TO REACH THE STATION FROM INTERSECTION OF INTERSTATE HIGHWAY
 AA5234'195 AND STATE ROUTE 34 AT INTERCHANGE 35B, GO 1.35 MI (2.17 KM) NORTH
 AA5234'NORTHWEST ON STATE ROUTE 34 TO THE JUGHANDLE AT THE MAIN ENTRANCE ROAD
 AA5234'LEADING TO THE AIRPORT.  TAKE THE JUGHANDLE AND GO WEST ON THE
 AA5234'ENTRANCE ROAD TO NORTH AIRPORT ROAD.  STAY ON THE SAME, CURVING TO THE
 AA5234'LEFT AND GO SOUTH FOR 0.3 MI (0.5 KM) TO THE WYE JUNCTION WITH
 AA5234'TERMINAL PLAZA ON THE RIGHT.  STAY TO THE LEFT AND GO 0.75 MI (1.21
 AA5234'KM) SOUTH THEN NORTH AROUND ELEVATED RUNWAY NUMBER 32 TO THE STATION
 AA5234'ON THE RIGHT.  THE STATION IS ALSO IN LINE WITH AND NORTH OF AN
 AA5234'ENTRANCE DRIVE LEADING TO THE AIRPORT RESTAURANT FROM HURLEY POND
 AA5234'ROAD.  THE STATION IS 1.5 M (4.9 FT) NORTH FROM THE NORTH CURB OF A
 AA5234'CONCRETE SIDEWALK, EAST OF THE AIRPORT OFFICE BUILDING, 31.6 M (103.7
 AA5234'FT) EAST FROM A LIGHT POLE NUMBER JC 6247, 94.0 M (308.4 FT) WEST FROM
 AA5234'AN ENTRANCE WALK LEADING TO THE AIRPORT OFFICE BUILDING, 13.1 M (43.0
 AA5234'FT) SOUTH FROM A 4 FT (1.2 M) HIGH CHAIN LINK FENCE, 20.2 M (66.3 FT)
 AA5234'SOUTHEAST FROM THE CENTER OF A GATE FOR A 4 FT (1.2 M) HIGH CHAIN LINK
 AA5234'FENCE LEADING TO A LOADING PLATFORM TO A TRAIN RIDE, 18.4 M (60.4 FT)
 AA5234'SOUTHWEST FROM THE CENTER OF A GATE FOR A 4 FT (1.2 M) HIGH CHAIN LINK
 AA5234'FENCE LEADING TO A LOADING PLATFORM TO A TRAIN RIDE AND 48.6 M (159.4
 AA5234'FT) EAST FROM THE WEST END OF THE SIDEWALK.
 AA5234
 AA5234                          STATION RECOVERY (2002)
 AA5234
 AA5234'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 AA5234'RECOVERED AS DESCRIBED
 AA5234'
 AA5234
 AA5234                          STATION RECOVERY (2002)
 AA5234
 AA5234'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (ML)
 AA5234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6233 ***********************************************************************
 KV6233  DESIGNATION -  13 N 1
 KV6233  PID         -  KV6233
 KV6233  STATE/COUNTY-  NJ/MONMOUTH
 KV6233  USGS QUAD   -  SANDY HOOK (1981)
 KV6233
 KV6233                         *CURRENT SURVEY CONTROL
 KV6233  ___________________________________________________________________
 KV6233* NAD 83(1996)-  40 24 52.45781(N)    074 02 18.91158(W)     ADJUSTED  
 KV6233* NAVD 88     -         1.937  (meters)       6.36   (feet)  ADJUSTED  
 KV6233  ___________________________________________________________________
 KV6233  X           -   1,337,266.993 (meters)                     COMP
 KV6233  Y           -  -4,675,485.873 (meters)                     COMP
 KV6233  Z           -   4,113,122.116 (meters)                     COMP
 KV6233  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 KV6233  ELLIP HEIGHT-         -30.50  (meters)          (10/23/02) GPS OBS
 KV6233  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV6233  DYNAMIC HT  -           1.936 (meters)       6.35  (feet)  COMP
 KV6233  MODELED GRAV-     980,203.9   (mgal)                       NAVD 88
 KV6233
 KV6233  HORZ ORDER  -  FIRST
 KV6233  VERT ORDER  -  SECOND    CLASS I
 KV6233  ELLP ORDER  -  FOURTH    CLASS I
 KV6233
 KV6233.The horizontal coordinates were established by GPS observations
 KV6233.and adjusted by the National Geodetic Survey in May 1999..
 KV6233
 KV6233.The orthometric height was determined by differential leveling
 KV6233.and adjusted by the National Geodetic Survey in January 1994..
 KV6233
 KV6233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6233
 KV6233.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6233
 KV6233.The ellipsoidal height was determined by GPS observations
 KV6233.and is referenced to NAD 83.
 KV6233
 KV6233.The geoid height was determined by GEOID03.
 KV6233
 KV6233.The dynamic height is computed by dividing the NAVD 88
 KV6233.geopotential number by the normal gravity value computed on the
 KV6233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6233.degrees latitude (g = 980.6199 gals.).
 KV6233
 KV6233.The modeled gravity was interpolated from observed gravity values.
 KV6233
 KV6233;                    North         East     Units Scale Factor Converg.
 KV6233;SPC NJ       -   175,645.489   189,158.709   MT  0.99991887   +0 17 56.9
 KV6233;SPC NJ       -   576,263.58    620,598.20   sFT  0.99991887   +0 17 56.9
 KV6233;UTM  18      - 4,474,215.961   581,568.134   MT  0.99968190   +0 37 24.0
 KV6233
 KV6233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6233!SPC NJ       -   1.00000478  x   0.99991887  =   0.99992365
 KV6233!UTM  18      -   1.00000478  x   0.99968190  =   0.99968668
 KV6233
 KV6233                          SUPERSEDED SURVEY CONTROL
 KV6233
 KV6233  ELLIP H (05/14/99)  -30.52   (m)                       GP(       ) 4 1
 KV6233  NAD 83(1992)-  40 24 52.45708(N)    074 02 18.91134(W) AD(       ) 1
 KV6233  ELLIP H (09/14/94)  -30.59   (m)                       GP(       ) 3 1
 KV6233  NAD 83(1986)-  40 24 52.45673(N)    074 02 18.91153(W) AD(       ) 2
 KV6233  NAVD 88 (09/14/94)    1.94   (m)            6.4    (f) LEVELING    3  
 KV6233  NGVD 29 (01/10/92)    2.255  (m)            7.40   (f) ADJUSTED    2 1
 KV6233
 KV6233.Superseded values are not recommended for survey control.
 KV6233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6233.See file dsdata.txt to determine how the superseded data were derived.
 KV6233
 KV6233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8156874216(NAD 83)
 KV6233_MARKER: DD = SURVEY DISK
 KV6233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6233_SP_SET: CONCRETE POST
 KV6233_STAMPING: 13 N 1 1988
 KV6233_MARK LOGO: NJGS  
 KV6233_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6233+STABILITY: SURFACE MOTION
 KV6233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6233+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2003
 KV6233
 KV6233  HISTORY     - Date     Condition        Report By
 KV6233  HISTORY     - 1988     MONUMENTED       NJGS
 KV6233  HISTORY     - 19931103 GOOD             NJGS
 KV6233  HISTORY     - 19970716 GOOD             USPSQD
 KV6233  HISTORY     - 20030321 GOOD             NJGS
 KV6233  HISTORY     - 20050504 GOOD             USPSQD
 KV6233
 KV6233                          STATION DESCRIPTION
 KV6233
 KV6233'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6233'TO REACH FROM THE U.S. NAVAL WEAPONS STATION EARLE RAILROAD BRIDGE
 KV6233'OVER STATE HIGHWAY ROUTE 36, GO EAST ON ROUTE 36 FOR 2.7 KM
 KV6233'(4.35 MI) TO AN INTERSECTION WITH FIRST AVENUE, COUNTY ROUTE 8, TURN
 KV6233'LEFT, NORTH ON FIRST AVENUE FOR 0.7 KM (1.13 MI) TO CENTER AVENUE,
 KV6233'TURN RIGHT, WEST, ONTO CENTER AVENUE AND GO 0.2 KM (0.32 MI) TO AN
 KV6233'INTERSECTION WITH WEST AVENUE AND THE STATION ON THE NORTHEAST CORNER
 KV6233'.  THE STATION IS ALSO ABOUT 106 M (347.77 FT) NORTHEAST OF THE
 KV6233'ATLANTIC HIGHLANDS POST OFFICE, 1.1 M (3.61 FT) SOUTHWEST OF THE
 KV6233'CENTER AVENUE, WEST AVENUE STREET SIGN, 12.55 M (41.17 FT) NORTHWEST
 KV6233'OF THE SOUTHWEST CORNER OF THE WHITE CRYSTAL DINER, 17.3 M
 KV6233'(56.76 FT) SOUTHWEST OF POLE JC 88 AH, 1.35 M (4.43 FT) EAST OF THE
 KV6233'CURBLINE, 8.5 M (27.89 FT) NORTHEAST OF THE CENTERLINE OF CENTER
 KV6233'AVENUE, 8.75 M (28.71 FT) SOUTHEAST OF THE CENTERLINE OF WEST AVENUE,
 KV6233'2.25 M (7.38 FT) SOUTH OF THE SOUTHEAST CORNER OF AN INLET CURBPIECE
 KV6233'ON THE SOUTHEAST SIDE OF WEST AVENUE AND SET FLUSH WITH THE GROUND.
 KV6233
 KV6233                          STATION RECOVERY (1993)
 KV6233
 KV6233'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6233'THE STATION IS LOCATED IN THE BOROUGH OF THE ATLANTIC HIGHLANDS.  TO
 KV6233'REACH FROM THE U.S. NAVAL WEAPONS STATION EARLE RAILROAD BRIDGE OVER
 KV6233'STATE ROUTE 36, GO EAST ON ROUTE 36 FOR 2.7 KM (1.7 MI) TO THE
 KV6233'INTERSECTION WITH FIRST AVENUE, COUNTY ROUTE 8, TURN LEFT, NORTH ON
 KV6233'FIRST AVENUE FOR 0.7 KM (0.4 MI) TO CENTER AVENUE, TURN RIGHT, WEST,
 KV6233'ONTO CENTER AVENUE AND GO 0.2 KM (0.1 MI) TO AN INTERSECTION WITH
 KV6233'WEST AVENUE AND THE STATION ON THE NORTHEAST CORNER.  THE STATION IS
 KV6233'ALSO ABOUT 106 M (347.8 FT) NORTHEAST OF THE ATLANTIC HIGHLANDS POST
 KV6233'OFFICE, 1.1 M (3.6 FT) SOUTHWEST OF THE CENTER AVENUE, WEST AVENUE
 KV6233'STREET SIGN, 12.55 M (41.17 FT) NORTHWEST OF THE SOUTHWEST CORNER OF
 KV6233'THE WHITE CRYSTAL DINER, 17.3 M (56.8 FT) SOUTHWEST OF POLE JC 88 AH,
 KV6233'1.35 M (4.43 FT) EAST OF THE CURBLINE, 8.5 M (27.9 FT) NORTHEAST OF
 KV6233'THE CENTERLINE OF CENTER AVENUE, 8.75 M (28.71 FT) SOUTHEAST OF THE
 KV6233'CENTERLINE OF WEST AVENUE, 2.25 M (7.38 FT) SOUTH OF THE SOUTHEAST
 KV6233'CORNER OF AN INLET CURBPIECE ON THE SOUTHEAST SIDE OF WEST AVENUE AND
 KV6233'SET FLUSH WITH THE GROUND.
 KV6233
 KV6233                          STATION RECOVERY (1997)
 KV6233
 KV6233'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6233'RECOVERED IN GOOD CONDITION.
 KV6233
 KV6233                          STATION RECOVERY (2003)
 KV6233
 KV6233'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 KV6233'RECOVERED AS DESCRIBED WITH THE FOLLOWING REVISIONS.  WEST AVENUE IS
 KV6233'CALLED HENNESSEY BLVD. THE WHITE CRYSTAL DINER IS TORN DOWN. THE
 KV6233'STATION IS 3.0 M SOUTHEAST OF THE CENTER OF THE CURBPIECE FOR AN
 KV6233'INLET, 1.4 M NORTHEAST AND RADIAL TO THE CURBLINE.
 KV6233
 KV6233                          STATION RECOVERY (2005)
 KV6233
 KV6233'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 KV6233'REOVERED AS DESCRIBED EXCEPT.  TURN LEFT OFF FIRST AVENUE (WEST) ONTO
 KV6233'CENTER AVENUE.  1.1 METER SOUTHWEST OF THE CENTER AVENUE HESSESSEY
 KV6233'BLVD SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6321 ***********************************************************************
 KV6321  DESIGNATION -  13 N 2
 KV6321  PID         -  KV6321
 KV6321  STATE/COUNTY-  NJ/MONMOUTH
 KV6321  USGS QUAD   -  ROOSEVELT (1981)
 KV6321
 KV6321                         *CURRENT SURVEY CONTROL
 KV6321  ___________________________________________________________________
 KV6321* NAD 83(1996)-  40 10 27.75395(N)    074 28 28.92513(W)     ADJUSTED  
 KV6321* NAVD 88     -        56.282  (meters)     184.65   (feet)  ADJUSTED  
 KV6321  ___________________________________________________________________
 KV6321  X           -   1,306,268.459 (meters)                     COMP
 KV6321  Y           -  -4,702,188.511 (meters)                     COMP
 KV6321  Z           -   4,092,814.222 (meters)                     COMP
 KV6321  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 KV6321  ELLIP HEIGHT-          23.87  (meters)          (10/23/02) GPS OBS
 KV6321  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV6321  DYNAMIC HT  -          56.259 (meters)     184.58  (feet)  COMP
 KV6321  MODELED GRAV-     980,210.6   (mgal)                       NAVD 88
 KV6321
 KV6321  HORZ ORDER  -  FIRST
 KV6321  VERT ORDER  -  FIRST     CLASS II
 KV6321  ELLP ORDER  -  FOURTH    CLASS I
 KV6321
 KV6321.The horizontal coordinates were established by GPS observations
 KV6321.and adjusted by the National Geodetic Survey in May 1999..
 KV6321
 KV6321.The orthometric height was determined by differential leveling
 KV6321.and adjusted by the National Geodetic Survey in June 1991..
 KV6321
 KV6321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6321
 KV6321.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6321
 KV6321.The ellipsoidal height was determined by GPS observations
 KV6321.and is referenced to NAD 83.
 KV6321
 KV6321.The geoid height was determined by GEOID03.
 KV6321
 KV6321.The dynamic height is computed by dividing the NAVD 88
 KV6321.geopotential number by the normal gravity value computed on the
 KV6321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6321.degrees latitude (g = 980.6199 gals.).
 KV6321
 KV6321.The modeled gravity was interpolated from observed gravity values.
 KV6321
 KV6321;                    North         East     Units Scale Factor Converg.
 KV6321;SPC NJ       -   148,874.857   152,154.622   MT  0.99990006   +0 00 58.8
 KV6321;SPC NJ       -   488,433.59    499,193.96   sFT  0.99990006   +0 00 58.8
 KV6321;UTM  18      - 4,447,243.819   544,725.169   MT  0.99962462   +0 20 20.0
 KV6321
 KV6321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6321!SPC NJ       -   0.99999626  x   0.99990006  =   0.99989632
 KV6321!UTM  18      -   0.99999626  x   0.99962462  =   0.99962088
 KV6321
 KV6321                          SUPERSEDED SURVEY CONTROL
 KV6321
 KV6321  ELLIP H (05/14/99)   23.85   (m)                       GP(       ) 4 1
 KV6321  NAD 83(1992)-  40 10 27.75334(N)    074 28 28.92507(W) AD(       ) 1
 KV6321  ELLIP H (12/16/96)   23.81   (m)                       GP(       ) 2 1
 KV6321  NAVD 88 (12/16/96)   56.28   (m)          184.6    (f) LEVELING    3  
 KV6321  NGVD 29 (01/10/92)   56.610  (m)          185.73   (f) ADJUSTED    1 2
 KV6321
 KV6321.Superseded values are not recommended for survey control.
 KV6321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6321.See file dsdata.txt to determine how the superseded data were derived.
 KV6321
 KV6321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4472547244(NAD 83)
 KV6321_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV6321_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6321_SP_SET: PREFAB CONC. POST IN EARTH
 KV6321_STAMPING: 13 N 2
 KV6321_MARK LOGO: NJGS  
 KV6321_PROJECTION: RECESSED 10 CENTIMETERS
 KV6321_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6321+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 KV6321
 KV6321  HISTORY     - Date     Condition        Report By
 KV6321  HISTORY     - 1989     MONUMENTED       NJDT
 KV6321  HISTORY     - 19890626 GOOD             NJGS
 KV6321  HISTORY     - 19951205 GOOD             TWT
 KV6321  HISTORY     - 20020202 GOOD             NJGS
 KV6321  HISTORY     - 20020730 GOOD             AASCO
 KV6321
 KV6321                          STATION DESCRIPTION
 KV6321
 KV6321'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6321'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6321'IN UPPER FREEHOLD TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION
 KV6321'OF ROUTE I195, EXIT 16, AND COUNTY ROUTE 537, MONMOUTH ROAD, WHICH IS
 KV6321'THE COUNTY LINE, GO WEST 4.88 KM (3.03 MI) ON ROUTE I195 TO THE MARK
 KV6321'ON THE LEFT, 0.5 M (1.6 FT) NORTH FROM THE EDGE OF THE EASTBOUND I195
 KV6321'LANES, 15.8 M (51.8 FT) SOUTH FROM THE EDGE OF THE WESTBOUND I195
 KV6321'LANES, 31.3 M (102.7 FT) SOUTHEAST FROM AN E TYPE INLET IN THE
 KV6321'MEDIAN, 32.1 M (105.3 FT) EAST NORTHEAST FROM A B TYPE INLET ON THE
 KV6321'SOUTH SIDE OF THE EASTBOUND I195 LANES AND SET 0.1 M (0.3 FT) BELOW
 KV6321'THE GROUND.  THE STATION IS A 0.02 M (0.07 FT) DIAMETER BRASS PLUG.
 KV6321
 KV6321                          STATION RECOVERY (1995)
 KV6321
 KV6321'RECOVERY NOTE BY TWT CONS ENG 1995 (WPD)
 KV6321'RECOVERED AS DESCRIBED.
 KV6321
 KV6321                          STATION RECOVERY (2002)
 KV6321
 KV6321'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6321'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 KV6321'LOCATED 19.4 M
 KV6321'WEST ALONG THE MEDIAN FROM MILE POST 13.8 ON THE EAST BOUND LANES AND
 KV6321'IS 0.25 M NORTH
 KV6321'FROM A METAL WITNESS POST.
 KV6321'.
 KV6321' 
 KV6321' 
 KV6321' 
 KV6321'
 KV6321
 KV6321                          STATION RECOVERY (2002)
 KV6321
 KV6321'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (GLB)
 KV6321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF5249 ***********************************************************************
 DF5249  DESIGNATION -  13 N 3
 DF5249  PID         -  DF5249
 DF5249  STATE/COUNTY-  NJ/MONMOUTH
 DF5249  USGS QUAD   -  ALLENTOWN (1995)
 DF5249
 DF5249                         *CURRENT SURVEY CONTROL
 DF5249  ___________________________________________________________________
 DF5249* NAD 83(1996)-  40 11 46.26608(N)    074 30 47.77583(W)     ADJUSTED  
 DF5249* NAVD 88     -        39.3    (meters)     129.     (feet)  GPS OBS   
 DF5249  ___________________________________________________________________
 DF5249  X           -   1,302,682.099 (meters)                     COMP
 DF5249  Y           -  -4,701,548.402 (meters)                     COMP
 DF5249  Z           -   4,094,653.272 (meters)                     COMP
 DF5249  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 DF5249  ELLIP HEIGHT-           6.85  (meters)          (04/17/03) GPS OBS
 DF5249  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 DF5249
 DF5249  HORZ ORDER  -  FIRST
 DF5249  ELLP ORDER  -  THIRD     CLASS I
 DF5249
 DF5249.The horizontal coordinates were established by GPS observations
 DF5249.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DF5249
 DF5249.The orthometric height was determined by GPS observations and a
 DF5249.high-resolution geoid model.
 DF5249
 DF5249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5249
 DF5249.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5249
 DF5249.The ellipsoidal height was determined by GPS observations
 DF5249.and is referenced to NAD 83.
 DF5249
 DF5249.The geoid height was determined by GEOID03.
 DF5249
 DF5249;                    North         East     Units Scale Factor Converg.
 DF5249;SPC NJ       -   151,296.016   148,870.096   MT  0.99990002   -0 00 30.8
 DF5249;SPC NJ       -   496,377.01    488,417.97   sFT  0.99990002   -0 00 30.8
 DF5249;UTM  18      - 4,449,645.778   541,427.975   MT  0.99962113   +0 18 50.9
 DF5249
 DF5249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5249!SPC NJ       -   0.99999893  x   0.99990002  =   0.99989895
 DF5249!UTM  18      -   0.99999893  x   0.99962113  =   0.99962006
 DF5249
 DF5249                          SUPERSEDED SURVEY CONTROL
 DF5249
 DF5249.No superseded survey control is available for this station.
 DF5249
 DF5249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4142849646(NAD 83)
 DF5249_MARKER: DD = SURVEY DISK
 DF5249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5249_STAMPING: 13 N 3 1991
 DF5249_MARK LOGO: NJGS  
 DF5249_PROJECTION: RECESSED 10 CENTIMETERS
 DF5249_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5249+STABILITY: SURFACE MOTION
 DF5249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5249+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DF5249
 DF5249  HISTORY     - Date     Condition        Report By
 DF5249  HISTORY     - 1991     MONUMENTED       NJGS
 DF5249  HISTORY     - 20020202 GOOD             NJGS
 DF5249
 DF5249                          STATION DESCRIPTION
 DF5249
 DF5249'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DF5249'THE STATION IS LOCATED IN UPPER FREEHOLD TOWNSHIP AT THE SOUTHEAST
 DF5249'CORNER OF THE
 DF5249'CROSSROADS INTERSECTION WITH COUNTY ROAD 43, IMLAYSTOWN HIGHTSTOWN
 DF5249'ROAD, TO THE
 DF5249'NORTH AND SOUTH, HERBERT ROAD TO THE WEST, AND EAST BRANCH ROAD TO THE
 DF5249'EAST.  TO
 DF5249'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 195 EXIT 8,
 DF5249'AND COUNTY ROAD
 DF5249'539, OLD YORK ROAD, NORTHEAST OF ALLENTOWN, GO 2.15 MI NORTHEAST ON
 DF5249'COUNTY ROAD 539 TO
 DF5249'THE JUNCTION WITH HERBERT ROAD ON THE RIGHT.  TURN RIGHT AND GO 2.15
 DF5249'MI SOUTHEAST ON
 DF5249'HERBERT ROAD TO THE INTERSECTION WITH COUNTY ROAD 43  AND THE STATION
 DF5249'AHEAD IN THE
 DF5249'FRONT YARD OF HOUSE NUMBER 87 EAST BRANCH ROAD, ON THE EXTENDED
 DF5249'CENTERLINE OF
 DF5249'HERBERT ROAD.
 DF5249' 
 DF5249'THE STATION IS 8.4 M SOUTH FROM THE CENTERLINE OF EAST BRANCH ROAD,
 DF5249'13.4 M EAST FROM THE
 DF5249'CENTERLINE OF COUNTY ROAD 43, 10.7 M NORTHEAST FROM A STOP SIGN, 22.2
 DF5249'M EAST FROM WOOD
 DF5249'UTILITY POLE NUMBER JC1017 UF, 18.8 M SOUTH SOUTHEAST FROM WOOD
 DF5249'UTILITY POLE NUMBER 71,
 DF5249'28.3 M WEST SOUTHWEST FROM WOOD UTILITY POLE NUMBER BT 215 1, AND 42.1
 DF5249'M SOUTHWEST
 DF5249'FROM THE SOUTHWEST CORNER OF A 2 STORY FRAME HOUSE LOCATED AT THE
 DF5249'NORTHEAST
 DF5249'CORNER OF THE INTERSECTION.  THE STATION IS SET 0.1 M BELOW THE
 DF5249'SURFACE OF THE GROUND.
 DF5249'
 DF5249'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF5262 ***********************************************************************
 DF5262  DESIGNATION -  13 N 4
 DF5262  PID         -  DF5262
 DF5262  STATE/COUNTY-  NJ/MONMOUTH
 DF5262  USGS QUAD   -  ROOSEVELT (1981)
 DF5262
 DF5262                         *CURRENT SURVEY CONTROL
 DF5262  ___________________________________________________________________
 DF5262* NAD 83(1996)-  40 13 10.09014(N)    074 28 35.12076(W)     ADJUSTED  
 DF5262* NAVD 88     -        44.1    (meters)     145.     (feet)  GPS OBS   
 DF5262  ___________________________________________________________________
 DF5262  X           -   1,305,259.813 (meters)                     COMP
 DF5262  Y           -  -4,699,104.976 (meters)                     COMP
 DF5262  Z           -   4,096,630.927 (meters)                     COMP
 DF5262  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 DF5262  ELLIP HEIGHT-          11.66  (meters)          (04/17/03) GPS OBS
 DF5262  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 DF5262
 DF5262  HORZ ORDER  -  FIRST
 DF5262  ELLP ORDER  -  THIRD     CLASS I
 DF5262
 DF5262.The horizontal coordinates were established by GPS observations
 DF5262.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DF5262
 DF5262.The orthometric height was determined by GPS observations and a
 DF5262.high-resolution geoid model.
 DF5262
 DF5262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5262
 DF5262.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5262
 DF5262.The ellipsoidal height was determined by GPS observations
 DF5262.and is referenced to NAD 83.
 DF5262
 DF5262.The geoid height was determined by GEOID03.
 DF5262
 DF5262;                    North         East     Units Scale Factor Converg.
 DF5262;SPC NJ       -   153,881.414   152,006.718   MT  0.99990005   +0 00 54.8
 DF5262;SPC NJ       -   504,859.27    498,708.71   sFT  0.99990005   +0 00 54.8
 DF5262;UTM  18      - 4,452,248.084   544,549.117   MT  0.99962443   +0 20 17.1
 DF5262
 DF5262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5262!SPC NJ       -   0.99999817  x   0.99990005  =   0.99989822
 DF5262!UTM  18      -   0.99999817  x   0.99962443  =   0.99962260
 DF5262
 DF5262                          SUPERSEDED SURVEY CONTROL
 DF5262
 DF5262.No superseded survey control is available for this station.
 DF5262
 DF5262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4454952248(NAD 83)
 DF5262_MARKER: DD = SURVEY DISK
 DF5262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5262_STAMPING: 13 N 4 1991
 DF5262_MARK LOGO: NJGS  
 DF5262_PROJECTION: RECESSED 20 CENTIMETERS
 DF5262_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5262+STABILITY: SURFACE MOTION
 DF5262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5262+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DF5262
 DF5262  HISTORY     - Date     Condition        Report By
 DF5262  HISTORY     - 1991     MONUMENTED       NJGS
 DF5262  HISTORY     - 20020202 GOOD             NJGS
 DF5262
 DF5262                          STATION DESCRIPTION
 DF5262
 DF5262'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DF5262'THE STATION IS LOCATED IN THE BOROUGH OF ROOSEVELT ON THE GROUNDS OF
 DF5262'THE ROOSEVELT
 DF5262'PUBLIC SCHOOL AT THE NORTHWEST EDGE OF THE BASEBALL FIELD.  TO REACH
 DF5262'THE STATION FROM
 DF5262'THE POST OFFICE ON THE CORNER OF NORTH ROCHDALE AVENUE, COUNTY ROAD
 DF5262'571, AND FARM
 DF5262'LANE, GO 0.2 MI NORTH ON NORTH ROCHDALE AVENUE TO THE INTERSECTION
 DF5262'WITH PINE DRIVE ON
 DF5262'THE LEFT.  TURN LEFT AND GO 0.05 MI WEST ON PINE DRIVE TO THE JUNCTION
 DF5262'WITH SCHOOL LANE.
 DF5262'TURN LEFT AND GO 0.15 MI SOUTH ON SCHOOL LANE TO THE REAR OF THE
 DF5262'SCHOOL AND THE
 DF5262'BASEBALL FIELD ON THE RIGHT.  GO ALONG THE THIRD BASE LINE FOR 0.1 MI
 DF5262'TO THE LEFT FIELD FOUL
 DF5262'POLE AND THE STATION AHEAD.
 DF5262' 
 DF5262'THE STATION IS 16.1 M NORTHEAST FROM THE LEFT FIELD FOUL POLE, A
 DF5262'PROMINENT 4 FOOT HIGH
 DF5262'METAL POLE IN LEFT FIELD, 17.5 M SOUTHWEST FROM THE WEST GOAL POST FOR
 DF5262'THE NORTH
 DF5262'SOCCER GOAL, 24.7 M SOUTHWEST FROM THE EAST GOAL POST FOR THE NORTH
 DF5262'SOCCER GOAL, 48.1
 DF5262'M NORTHWEST FROM THE PITCHERS MOUND, 61.0 M NORTHWEST FROM THE WESTERN
 DF5262'MOST POST
 DF5262'FOR THE BASEBALL BACKSTOP, AND 26.3 M NORTH NORTHEAST FROM THE
 DF5262'NORTHWEST END POST
 DF5262'OF A 4 FOOT HIGH CHAIN LINK FENCE ALONG THE THIRD BASE LINE.  THE
 DF5262'STATION IS SET 0.2 M BELOW
 DF5262'THE GROUND.
 DF5262'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5235 ***********************************************************************
 AA5235  DESIGNATION -  13 N 5
 AA5235  PID         -  AA5235
 AA5235  STATE/COUNTY-  NJ/MONMOUTH
 AA5235  USGS QUAD   -  ASBURY PARK (1989)
 AA5235
 AA5235                         *CURRENT SURVEY CONTROL
 AA5235  ___________________________________________________________________
 AA5235* NAD 83(1996)-  40 11 02.03155(N)    074 07 03.28096(W)     ADJUSTED  
 AA5235* NAVD 88     -        47.2    (meters)     155.     (feet)  GPS OBS   
 AA5235  ___________________________________________________________________
 AA5235  X           -   1,335,362.901 (meters)                     COMP
 AA5235  Y           -  -4,693,292.298 (meters)                     COMP
 AA5235  Z           -   4,093,615.942 (meters)                     COMP
 AA5235  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 AA5235  ELLIP HEIGHT-          14.48  (meters)          (10/23/02) GPS OBS
 AA5235  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 AA5235
 AA5235  HORZ ORDER  -  FIRST
 AA5235  ELLP ORDER  -  FOURTH    CLASS I
 AA5235
 AA5235.This mark is at Allaire Airport (BLM)
 AA5235
 AA5235.The horizontal coordinates were established by GPS observations
 AA5235.and adjusted by the National Geodetic Survey in May 1999..
 AA5235
 AA5235.The orthometric height was determined by GPS observations and a
 AA5235.high-resolution geoid model.
 AA5235
 AA5235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5235
 AA5235.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5235
 AA5235.The ellipsoidal height was determined by GPS observations
 AA5235.and is referenced to NAD 83.
 AA5235
 AA5235.The geoid height was determined by GEOID03.
 AA5235
 AA5235;                    North         East     Units Scale Factor Converg.
 AA5235;SPC NJ       -   150,001.825   182,565.497   MT  0.99991305   +0 14 48.3
 AA5235;SPC NJ       -   492,130.99    598,966.97   sFT  0.99991305   +0 14 48.3
 AA5235;UTM  18      - 4,448,541.659   575,121.326   MT  0.99966947   +0 34 09.9
 AA5235
 AA5235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5235!SPC NJ       -   0.99999773  x   0.99991305  =   0.99991078
 AA5235!UTM  18      -   0.99999773  x   0.99966947  =   0.99966720
 AA5235
 AA5235:                Primary Azimuth Mark                     Grid Az
 AA5235:SPC NJ       -  13 M 5                                   212 01 50.4
 AA5235:UTM  18      -  13 M 5                                   211 42 28.8
 AA5235
 AA5235|---------------------------------------------------------------------|
 AA5235| PID    Reference Object                     Distance      Geod. Az  |
 AA5235|                                                           dddmmss.s |
 AA5235| AA5234 13 M 5                              494.015 METERS 2121638.7 |
 AA5235|---------------------------------------------------------------------|
 AA5235
 AA5235                          SUPERSEDED SURVEY CONTROL
 AA5235
 AA5235  ELLIP H (05/14/99)   14.46   (m)                       GP(       ) 4 1
 AA5235  NAD 83(1992)-  40 11 02.03102(N)    074 07 03.28356(W) AD(       ) 1
 AA5235  ELLIP H (05/22/95)   14.52   (m)                       GP(       ) 3 1
 AA5235
 AA5235.Superseded values are not recommended for survey control.
 AA5235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5235.See file dsdata.txt to determine how the superseded data were derived.
 AA5235
 AA5235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7512148542(NAD 83)
 AA5235_MARKER: DD = SURVEY DISK
 AA5235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5235_STAMPING: 13 N 5 1993
 AA5235_MARK LOGO: NJGS  
 AA5235_PROJECTION: FLUSH
 AA5235_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5235+STABILITY: SURFACE MOTION
 AA5235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5235+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2002
 AA5235
 AA5235  HISTORY     - Date     Condition        Report By
 AA5235  HISTORY     - 1993     MONUMENTED       NJGS
 AA5235  HISTORY     - 20020202 GOOD             NJGS
 AA5235  HISTORY     - 20020221 GOOD             INDIV
 AA5235
 AA5235                          STATION DESCRIPTION
 AA5235
 AA5235'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993 (ECB)
 AA5235'THE STATION IS LOCATED IN WALL TOWNSHIP, ON THE GROUNDS OF THE ALLAIRE
 AA5235'AIRPORT.  TO REACH THE STATION FROM INTERSECTION OF INTERSTATE HIGHWAY
 AA5235'195 AND STATE ROUTE 34 AT INTERCHANGE 35B, GO 1.35 MI (2.17 KM) NORTH
 AA5235'NORTHWEST ON STATE ROUTE 34 TO THE JUGHANDLE AT THE MAIN ENTRANCE ROAD
 AA5235'LEADING TO THE AIRPORT.  TAKE THE JUGHANDLE AND GO WEST ON THE
 AA5235'ENTRANCE ROAD TO NORTH AIRPORT ROAD.  STAY ON THE SAME, CURVING TO THE
 AA5235'LEFT AND GO SOUTH FOR 0.3 MI (0.5 KM) TO THE WYE JUNCTION WITH
 AA5235'TERMINAL PLAZA ON THE RIGHT.  STAY TO THE RIGHT AND GO 0.1 MI (0.2 KM)
 AA5235'SOUTHWEST UPHILL ON TERMINAL PLAZA TO A DRIVEWAY BETWEEN A ONE AND ONE
 AA5235'HALF STORY BUILDING AND A ONE STORY BUILDING FRONTING ON THE APRON
 AA5235'PARKING AREA, IN FRONT OF THE OLD HANGAR FOR THE MONMOUTH AIRCRAFT
 AA5235'SERVICE CONTROL TOWER, TO THE STATION ON THE RIGHT.  THE STATION IS
 AA5235'SET FLUSH WITH THE GROUND IN THE APEX OF A GRASS AREA IN FRONT OF THE
 AA5235'ONE AND ONE HALF STORY QUONSET HUT STYLE BUILDING.  THE STATION IS 4.6
 AA5235'M (15.1 FT) SOUTHEAST FROM A 4 FT (1.2 M) HIGH CHAIN LINK FENCE, 2.9 M
 AA5235'(9.5 FT) NORTHWEST FROM THE NORTHWEST EDGE OF A CONCRETE SIDEWALK, 3.0
 AA5235'M (9.8 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF A CONCRETE SIDEWALK,
 AA5235'15.3 M (50.2 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A FRAME
 AA5235'BUILDING ANNEX TO THE ONE AND ONE STORY QUONSET HUT STYLE BUILDING,
 AA5235'21.4 M (70.2 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE ONE STORY
 AA5235'BUILDING, 12.4 M (40.7 FT) EAST FROM POLE NUBMER JC 5496 WL AND 38.7 M
 AA5235'(127.0 FT) SOUTH SOUTHWEST FROM THE SOUTH CORNER OF THE MONMOUTH
 AA5235'AIRCRAFT SERVICE HANGAR BUILDING.
 AA5235
 AA5235                          STATION RECOVERY (2002)
 AA5235
 AA5235'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 AA5235'RECOVERED AS DESCRIBED
 AA5235'
 AA5235
 AA5235                          STATION RECOVERY (2002)
 AA5235
 AA5235'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (ML)
 AA5235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6234 ***********************************************************************
 KV6234  DESIGNATION -  13 O 1
 KV6234  PID         -  KV6234
 KV6234  STATE/COUNTY-  NJ/MONMOUTH
 KV6234  USGS QUAD   -  SANDY HOOK (1981)
 KV6234
 KV6234                         *CURRENT SURVEY CONTROL
 KV6234  ___________________________________________________________________
 KV6234* NAD 83(1996)-  40 23 49.25085(N)    074 03 40.93998(W)     ADJUSTED  
 KV6234* NAVD 88     -        59.9    (meters)     197.     (feet)  GPS OBS   
 KV6234  ___________________________________________________________________
 KV6234  X           -   1,335,766.677 (meters)                     COMP
 KV6234  Y           -  -4,677,274.933 (meters)                     COMP
 KV6234  Z           -   4,111,675.118 (meters)                     COMP
 KV6234  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 KV6234  ELLIP HEIGHT-          27.49  (meters)          (10/23/02) GPS OBS
 KV6234  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KV6234
 KV6234  HORZ ORDER  -  FIRST
 KV6234  ELLP ORDER  -  FOURTH    CLASS I
 KV6234
 KV6234.The horizontal coordinates were established by GPS observations
 KV6234.and adjusted by the National Geodetic Survey in May 1999..
 KV6234
 KV6234.The orthometric height was determined by GPS observations and a
 KV6234.high-resolution geoid model.
 KV6234
 KV6234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6234
 KV6234.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6234
 KV6234.The ellipsoidal height was determined by GPS observations
 KV6234.and is referenced to NAD 83.
 KV6234
 KV6234.The geoid height was determined by GEOID03.
 KV6234
 KV6234;                    North         East     Units Scale Factor Converg.
 KV6234;SPC NJ       -   173,686.201   187,234.629   MT  0.99991706   +0 17 03.4
 KV6234;SPC NJ       -   569,835.48    614,285.61   sFT  0.99991706   +0 17 03.4
 KV6234;UTM  18      - 4,472,246.289   579,655.624   MT  0.99967810   +0 36 30.0
 KV6234
 KV6234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6234!SPC NJ       -   0.99999569  x   0.99991706  =   0.99991275
 KV6234!UTM  18      -   0.99999569  x   0.99967810  =   0.99967379
 KV6234
 KV6234                          SUPERSEDED SURVEY CONTROL
 KV6234
 KV6234  ELLIP H (05/14/99)   27.47   (m)                       GP(       ) 4 1
 KV6234  NAD 83(1992)-  40 23 49.25012(N)    074 03 40.93988(W) AD(       ) 1
 KV6234  ELLIP H (09/14/94)   27.40   (m)                       GP(       ) 3 1
 KV6234  NAD 83(1986)-  40 23 49.24961(N)    074 03 40.93943(W) AD(       ) 2
 KV6234  NGVD 29 (03/28/90)   60.4    (m)          198.     (f) GPS OBS        
 KV6234
 KV6234.Superseded values are not recommended for survey control.
 KV6234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6234.See file dsdata.txt to determine how the superseded data were derived.
 KV6234
 KV6234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7965672246(NAD 83)
 KV6234_MARKER: DD = SURVEY DISK
 KV6234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6234_SP_SET: CONCRETE POST
 KV6234_STAMPING: 13 O 1 1988
 KV6234_MARK LOGO: NJGS  
 KV6234_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6234+STABILITY: SURFACE MOTION
 KV6234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6234+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1993
 KV6234
 KV6234  HISTORY     - Date     Condition        Report By
 KV6234  HISTORY     - 1988     MONUMENTED       NJGS
 KV6234  HISTORY     - 19931103 GOOD             NJGS
 KV6234
 KV6234                          STATION DESCRIPTION
 KV6234
 KV6234'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6234'TO REACH THE STATION FROM THE INTERSECTION OF KINGS HIGHWAY EAST AND
 KV6234'STATE HIGHWAY ROUTE 35 NORTH BOUND, PROCEED 3.6 KM (5.79 MI) EAST ON
 KV6234'KINGS HIGHWAY EAST, CROSSING THE U.S. NAVAL WEAPONS STATION EARLE
 KV6234'RAILROAD LINE AT THE 1.4 KM (2.25 MI) MARK, AND CHAPEL HILL ROAD AT
 KV6234'THE 2.6 KM (4.18 MI) MARK, TO THE STATION ON THE RIGHT, 1.9 M
 KV6234'(6.23 FT) SOUTHWEST OF THE EDGE OF PAVING OF KINGS HIGHWAY EAST, 14.8
 KV6234'M (48.56 FT) SOUTHEAST OF THE CENTERLINE OF CONSITUTION DRIVE, 6.7 M
 KV6234'(21.98 FT) SOUTHEAST OF POLE BT 41368 MDT, 6.4 M (21.00 FT) SOUTHWEST
 KV6234'OF THE CENTERLINE OF KINGS HIGHWAY EAST, 12.8 M (41.99 FT) WEST OF
 KV6234'POLE BT 8775 MDT, 12.8 M (41.99 FT) SOUTH OF THE CENTER OF A MANHOLE
 KV6234'AT THE INTERSECTION OF CONSITUTION DRIVE AND KINGS HIGHWAY EAST, 2.0
 KV6234'M (6.56 FT) EAST OF A VINYL FIELD FENCE WITH A CARSONITE WITNESS POST,
 KV6234'32.15 M (105.48 FT) NORTHWEST OF POLE BT 41367 MDT, 55.5 M
 KV6234'(182.09 FT) NORTHWEST OF THE CENTERLINE OF A PAVED DRIVEWAY LEADING
 KV6234'TO A FARM ON THE SOUTHWEST SIDE OF KINGS HIGHWAY EAST, AND SET FLUSH
 KV6234'WITH THE GROUND
 KV6234
 KV6234                          STATION RECOVERY (1993)
 KV6234
 KV6234'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6234'THE STATION IS LOCATED IN MIDDLETOWN TOWNSHIP.  TO REACH THE STATION
 KV6234'FROM THE INTERSECTION OF KINGS HIGHWAY EAST AND STATE ROUTE 35 NORTH
 KV6234'BOUND, PROCEED 3.6 KM (2.2 MI) EAST ON KINGS HIGHWAY, CROSSING THE
 KV6234'U.S. NAVAL WEAPONS STATION EARLE RAILROAD LINE AT THE 1.4 KM
 KV6234'(0.9 MI) MARK, AND CHAPEL HILL ROAD AT THE 2.6 KM (1.6 MI) MARK, TO
 KV6234'THE STATION ON THE RIGHT, 1.9 M (6.2 FT) SOUTHWEST OF THE EDGE OF
 KV6234'PAVING OF KINGS HIGHWAY EAST, 14.8 M (48.6 FT) SOUTHEAST OF THE
 KV6234'CENTERLINE OF CONSITUTION DRIVE, 6.7 M (22.0 FT) SOUTHEAST OF POLE BT
 KV6234'41368 MDT, 6.4 M (21.0 FT) SOUTHWEST OF THE CENTERLINE OF KINGS
 KV6234'HIGHWAY EAST, 12.8 M (42.0 FT) WEST OF POLE BT 8775 MDT, 12.8 M
 KV6234'(42.0 FT) SOUTH OF THE CENTER OF A MANHOLE AT THE INTERSECTION OF
 KV6234'CONSITUTION DRIVE AND KINGS HIGHWAY EAST, 2.0 M (6.6 FT) EAST OF A
 KV6234'VINYL FIELD FENCE WITH A CARSONITE WITNESS POST, 32.15 M (105.48 FT)
 KV6234'NORTHWEST OF POLE BT 41367 MDT, 55.5 M (182.1 FT) NORTHWEST OF THE
 KV6234'CENTERLINE OF A PAVED DRIVEWAY LEADING TO A FARM ON THE SOUTHWEST
 KV6234'SIDE OF KINGS HIGHWAY EAST, AND SET FLUSH WITH THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6235 ***********************************************************************
 KV6235  DESIGNATION -  13 P 1
 KV6235  PID         -  KV6235
 KV6235  STATE/COUNTY-  NJ/MONMOUTH
 KV6235  USGS QUAD   -  SANDY HOOK (1981)
 KV6235
 KV6235                         *CURRENT SURVEY CONTROL
 KV6235  ___________________________________________________________________
 KV6235* NAD 83(1996)-  40 22 41.57364(N)    074 04 25.31682(W)     ADJUSTED  
 KV6235* NAVD 88     -        50.7    (meters)     166.     (feet)  GPS OBS   
 KV6235  ___________________________________________________________________
 KV6235  X           -   1,335,129.585 (meters)                     COMP
 KV6235  Y           -  -4,678,856.150 (meters)                     COMP
 KV6235  Z           -   4,110,079.130 (meters)                     COMP
 KV6235  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 KV6235  ELLIP HEIGHT-          18.27  (meters)          (10/23/02) GPS OBS
 KV6235  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KV6235
 KV6235  HORZ ORDER  -  FIRST
 KV6235  ELLP ORDER  -  FOURTH    CLASS I
 KV6235
 KV6235.The horizontal coordinates were established by GPS observations
 KV6235.and adjusted by the National Geodetic Survey in May 1999..
 KV6235
 KV6235.The orthometric height was determined by GPS observations and a
 KV6235.high-resolution geoid model.
 KV6235
 KV6235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6235
 KV6235.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6235
 KV6235.The ellipsoidal height was determined by GPS observations
 KV6235.and is referenced to NAD 83.
 KV6235
 KV6235.The geoid height was determined by GEOID03.
 KV6235
 KV6235;                    North         East     Units Scale Factor Converg.
 KV6235;SPC NJ       -   171,593.777   186,198.272   MT  0.99991612   +0 16 34.2
 KV6235;SPC NJ       -   562,970.58    610,885.50   sFT  0.99991612   +0 16 34.2
 KV6235;UTM  18      - 4,470,148.539   578,631.361   MT  0.99967611   +0 36 00.4
 KV6235
 KV6235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6235!SPC NJ       -   0.99999713  x   0.99991612  =   0.99991325
 KV6235!UTM  18      -   0.99999713  x   0.99967611  =   0.99967324
 KV6235
 KV6235                          SUPERSEDED SURVEY CONTROL
 KV6235
 KV6235  ELLIP H (05/14/99)   18.25   (m)                       GP(       ) 4 1
 KV6235  NAD 83(1992)-  40 22 41.57299(N)    074 04 25.31708(W) AD(       ) 1
 KV6235  ELLIP H (09/14/94)   18.19   (m)                       GP(       ) 3 1
 KV6235  NAD 83(1986)-  40 22 41.57256(N)    074 04 25.31597(W) AD(       ) 2
 KV6235  NGVD 29 (03/28/90)   51.3    (m)          168.     (f) GPS OBS        
 KV6235
 KV6235.Superseded values are not recommended for survey control.
 KV6235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6235.See file dsdata.txt to determine how the superseded data were derived.
 KV6235
 KV6235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7863170149(NAD 83)
 KV6235_MARKER: DD = SURVEY DISK
 KV6235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6235_SP_SET: CONCRETE POST
 KV6235_STAMPING: 13 P 1 1988
 KV6235_MARK LOGO: NJGS  
 KV6235_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6235+STABILITY: SURFACE MOTION
 KV6235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6235+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1993
 KV6235
 KV6235  HISTORY     - Date     Condition        Report By
 KV6235  HISTORY     - 1988     MONUMENTED       NJGS
 KV6235  HISTORY     - 19931103 GOOD             NJGS
 KV6235
 KV6235                          STATION DESCRIPTION
 KV6235
 KV6235'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6235'TO REACH THE STATION FROM THE MIDDLETOWN TOWNSHIP MUNICIPAL COMPLEX
 KV6235'LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF STATE HIGHWAY
 KV6235'ROUTE 35 AND KINGS HIGHWAY, PROCEED 3.0 KM (4.83 MI) SOUTHEAST ALONG
 KV6235'ROUTE 35 TO ITS INTERSECTION WITH CHAPEL HILL ROAD, THENCE 1.3 KM
 KV6235'(2.09 MI) NORTHEAST ON CHAPEL HILL ROAD TO ITS INTERSECTION WITH
 KV6235'INDEPENDENCE ROAD, TURN RIGHT, EAST, ONTO INDEPENDENCE ROAD AND GO
 KV6235'0.3 KM (0.48 MI) TO THE STATION ON THE RIGHT, STATION IS OPPOSITE AND
 KV6235'ACROSS THE ROAD FROM A 2 1/2 STORY FRAME HOUSE NUMBERED 30, 2.0 M
 KV6235'(6.56 FT) SOUTHWEST OF THE SOUTHWEST CURBLINE OF INDEPENDENCE ROAD,
 KV6235'2.3 M (7.55 FT) WEST OF THE CENTER OF A WATER METER BOX, 2.75 M
 KV6235'(9.02 FT) NORTHWEST OF A STORER CABLE COMMUNICATION POST ON THE
 KV6235'SOUTHWEST SIDE OF INDEPENDENCE ROAD, 50.4 M (165.35 FT) SOUTHEAST OF
 KV6235'THE CENTERLINE OF HILLANDALE DRIVE, 50.9 M (166.99 FT) SOUTH
 KV6235'SOUTHEAST OF A STREET LIGHT POST ON THE SOUTHEAST CORNER OF THE
 KV6235'INTERSECTION OF INDEPENDENCE ROAD AND HILLANDALE DRIVE, 42.3 M
 KV6235'(138.78 FT) SOUTH SOUTHEAST OF A WATER VALVE, AND SET 0.1 M
 KV6235'(0.33 FT) BELOW GROUND LEVEL.
 KV6235
 KV6235                          STATION RECOVERY (1993)
 KV6235
 KV6235'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6235'THE STATION IS LOCATED IN MIDDLETOWN TOWNSHIP.  TO REACH THE STATION
 KV6235'FROM THE MIDDLETOWN TOWNSHIP MUNICIPAL COMPLEX LOCATED AT THE
 KV6235'NORTHWEST CORNER OF THE INTERSECTION OF STATE ROUTE 35 AND KINGS
 KV6235'HIGHWAY, PROCEED 3.0 KM (1.9 MI) SOUTHEAST ALONG ROUTE 35 TO ITS
 KV6235'INTERSECTION WITH CHAPEL HILL ROAD, THENCE 1.3 KM (0.8 MI) NORTHEAST
 KV6235'ON CHAPEL HILL ROAD TO ITS INTERSECTION WITH INDEPENDENCE ROAD, A CUL
 KV6235'DE SAC, TURN RIGHT, ONTO INDEPENDENCE ROAD AND GO EAST 0.3 KM
 KV6235'(0.2 MI) TO THE STATION ON THE RIGHT. THE STATION IS OPPOSITE AND
 KV6235'ACROSS THE ROAD FROM A 2 1/2 STORY FRAME HOUSE NUMBERED 30, SET AT
 KV6235'THE NORTH TOE OF SLOPE OF A 2 M (6.6 FT) BERM AMONG A SMALL TREE LINE
 KV6235'FRONTING NUMBER 29, THE HILLADALE HOUSE ESTATE, 44.5 M (146.0 FT)
 KV6235'WEST OF THE CENTERLINE OF THE DRIVEWAY LEADING TO THE ESTATE, 36.6 M
 KV6235'(120.1 FT) WEST OF THE BRICK MAILBOX FOR THE ESTATE, 2.0 M (6.6 FT)
 KV6235'SOUTHWEST OF THE SOUTHWEST CURBLINE OF INDEPENDENCE ROAD, 2.3 M
 KV6235'(7.5 FT) WEST OF THE CENTER OF A WATER METER BOX, 2.75 M (9.02 FT)
 KV6235'NORTHWEST OF A STORER CABLE COMMUNICATION POST ON THE SOUTHWEST SIDE
 KV6235'OF INDEPENDENCE ROAD, 50.4 M (165.4 FT) SOUTHEAST OF THE CENTERLINE
 KV6235'OF HILLANDALE DRIVE, 50.9 M (167.0 FT) SOUTH SOUTHEAST OF A STREET
 KV6235'LIGHT POST ON THE SOUTHEAST CORNER OF THE INTERSECTION OF
 KV6235'INDEPENDENCE ROAD AND HILLANDALE DRIVE, 42.3 M (138.8 FT) SOUTH
 KV6235'SOUTHEAST OF A WATER VALVE, AND SET 0.1 M (0.3 FT) BELOW GROUND
 KV6235'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6322 ***********************************************************************
 KV6322  DESIGNATION -  13 P 2
 KV6322  PID         -  KV6322
 KV6322  STATE/COUNTY-  NJ/MONMOUTH
 KV6322  USGS QUAD   -  ROOSEVELT (1981)
 KV6322
 KV6322                         *CURRENT SURVEY CONTROL
 KV6322  ___________________________________________________________________
 KV6322* NAD 83(1996)-  40 10 24.03398(N)    074 29 07.55714(W)     ADJUSTED  
 KV6322* NAVD 88     -        46.889  (meters)     153.84   (feet)  ADJUSTED  
 KV6322  ___________________________________________________________________
 KV6322  X           -   1,305,405.626 (meters)                     COMP
 KV6322  Y           -  -4,702,497.485 (meters)                     COMP
 KV6322  Z           -   4,092,720.487 (meters)                     COMP
 KV6322  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 KV6322  ELLIP HEIGHT-          14.47  (meters)          (04/17/03) GPS OBS
 KV6322  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV6322  DYNAMIC HT  -          46.870 (meters)     153.77  (feet)  COMP
 KV6322  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 KV6322
 KV6322  HORZ ORDER  -  FIRST
 KV6322  VERT ORDER  -  FIRST     CLASS II
 KV6322  ELLP ORDER  -  THIRD     CLASS I
 KV6322
 KV6322.The horizontal coordinates were established by GPS observations
 KV6322.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 KV6322
 KV6322.The orthometric height was determined by differential leveling
 KV6322.and adjusted by the National Geodetic Survey in June 1991..
 KV6322
 KV6322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6322
 KV6322.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6322
 KV6322.The ellipsoidal height was determined by GPS observations
 KV6322.and is referenced to NAD 83.
 KV6322
 KV6322.The geoid height was determined by GEOID03.
 KV6322
 KV6322.The dynamic height is computed by dividing the NAVD 88
 KV6322.geopotential number by the normal gravity value computed on the
 KV6322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6322.degrees latitude (g = 980.6199 gals.).
 KV6322
 KV6322.The modeled gravity was interpolated from observed gravity values.
 KV6322
 KV6322;                    North         East     Units Scale Factor Converg.
 KV6322;SPC NJ       -   148,759.925   151,240.696   MT  0.99990002   +0 00 33.8
 KV6322;SPC NJ       -   488,056.52    496,195.52   sFT  0.99990002   +0 00 33.8
 KV6322;UTM  18      - 4,447,123.776   543,812.157   MT  0.99962363   +0 19 55.0
 KV6322
 KV6322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6322!SPC NJ       -   0.99999773  x   0.99990002  =   0.99989775
 KV6322!UTM  18      -   0.99999773  x   0.99962363  =   0.99962136
 KV6322
 KV6322                          SUPERSEDED SURVEY CONTROL
 KV6322
 KV6322  NAVD 88 (04/17/03)   46.89   (m)          153.8    (f) LEVELING    3  
 KV6322  NGVD 29 (01/10/92)   47.217  (m)          154.91   (f) ADJUSTED    1 2
 KV6322
 KV6322.Superseded values are not recommended for survey control.
 KV6322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6322.See file dsdata.txt to determine how the superseded data were derived.
 KV6322
 KV6322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4381247124(NAD 83)
 KV6322_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV6322_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6322_SP_SET: PREFAB CONC. POST IN EARTH
 KV6322_STAMPING: 13 P 2
 KV6322_MARK LOGO: NJGS  
 KV6322_PROJECTION: RECESSED 15 CENTIMETERS
 KV6322_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6322+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6322
 KV6322  HISTORY     - Date     Condition        Report By
 KV6322  HISTORY     - 1989     MONUMENTED       NJDT
 KV6322  HISTORY     - 19890626 GOOD             NJGS
 KV6322  HISTORY     - 20020202 GOOD             NJGS
 KV6322
 KV6322                          STATION DESCRIPTION
 KV6322
 KV6322'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6322'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6322'IN UPPER FREEHOLD TOWNSHIP.  2.5 KM (1.6 MI) EAST FROM EXIT 11, THE
 KV6322'IMLAYSTOWN HIGHTSTOWN ROAD BRIDGE SPANNING I195.  TO REACH THE
 KV6322'STATION FROM THE JUNCTION OF ROUTE I195, EXIT 16, AND COUNTY ROUTE
 KV6322'537, MONMOUTH ROAD, WHICH IS THE COUNTY LINE, GO WEST 5.76 KM (3.58
 KV6322'MI) TO THE MARK ON THE LEFT, 0.65 M (2.13 FT) NORTH FROM THE EDGE OF
 KV6322'THE EASTBOUND I195 LANES, 15.85 M (52.00 FT) SOUTH FROM THE EDGE OF
 KV6322'THE WESTBOUND I195 LANES, 112.6 M (369.4 FT) EAST SOUTHEAST FROM AN E
 KV6322'TYPE INLET IN THE MEDIAN AND SET 0.15 M (0.49 FT) BELOW THE GROUND.
 KV6322'THE STATION IS A 0.02 M (0.07 FT) DIAMETER BRASS PLUG.
 KV6322
 KV6322                          STATION RECOVERY (2002)
 KV6322
 KV6322'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6322'RECOVERED WITH THE FOLLOWING CHANGES AND ADDITIONS.  THE STATION IS
 KV6322'1.4 MI EAST FROM
 KV6322'THE EXIT 11 BRIDGE CARRYING IMLAYSTOWN HIGHTSTOWN ROAD OVER INTERSTATE
 KV6322'HIGHWAY 195,
 KV6322'AT THE WEST CORNER OF THE LEFT LANE CUT OUT FOR AN OFFICIAL U TURN
 KV6322'SLOT, 24.5 M EAST
 KV6322'ALONG THE MEDIAN FROM MILE POST 13.2 ON THE EAST BOUND LANES,  AND 0.1
 KV6322'MI WEST FROM A U
 KV6322'TURN SLOT AT MILE POINT 13.3
 KV6322' 
 KV6322'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6971 ***********************************************************************
 KV6971  DESIGNATION -  13 P 4
 KV6971  PID         -  KV6971
 KV6971  STATE/COUNTY-  NJ/MONMOUTH
 KV6971  USGS QUAD   -  FARMINGDALE (1989)
 KV6971
 KV6971                         *CURRENT SURVEY CONTROL
 KV6971  ___________________________________________________________________
 KV6971* NAD 83(1996)-  40 14 15.99804(N)    074 13 38.41385(W)     ADJUSTED  
 KV6971* NAVD 88     -        40.5    (meters)     133.     (feet)  GPS OBS   
 KV6971  ___________________________________________________________________
 KV6971  X           -   1,325,318.491 (meters)                     COMP
 KV6971  Y           -  -4,692,120.071 (meters)                     COMP
 KV6971  Z           -   4,098,180.683 (meters)                     COMP
 KV6971  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 KV6971  ELLIP HEIGHT-           8.11  (meters)          (10/23/02) GPS OBS
 KV6971  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV6971
 KV6971  HORZ ORDER  -  FIRST
 KV6971  ELLP ORDER  -  FOURTH    CLASS I
 KV6971
 KV6971.The horizontal coordinates were established by GPS observations
 KV6971.and adjusted by the National Geodetic Survey in May 1999..
 KV6971
 KV6971.The orthometric height was determined by GPS observations and a
 KV6971.high-resolution geoid model.
 KV6971
 KV6971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6971
 KV6971.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6971
 KV6971.The ellipsoidal height was determined by GPS observations
 KV6971.and is referenced to NAD 83.
 KV6971
 KV6971.The geoid height was determined by GEOID03.
 KV6971
 KV6971;                    North         East     Units Scale Factor Converg.
 KV6971;SPC NJ       -   155,949.479   173,200.462   MT  0.99990662   +0 10 34.1
 KV6971;SPC NJ       -   511,644.25    568,241.85   sFT  0.99990662   +0 10 34.1
 KV6971;UTM  18      - 4,454,434.989   565,725.265   MT  0.99965318   +0 29 56.9
 KV6971
 KV6971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6971!SPC NJ       -   0.99999873  x   0.99990662  =   0.99990535
 KV6971!UTM  18      -   0.99999873  x   0.99965318  =   0.99965191
 KV6971
 KV6971                          SUPERSEDED SURVEY CONTROL
 KV6971
 KV6971  ELLIP H (05/14/99)    8.10   (m)                       GP(       ) 4 1
 KV6971  NAD 83(1986)-  40 14 15.99903(N)    074 13 38.41622(W) AD(       ) 1
 KV6971
 KV6971.Superseded values are not recommended for survey control.
 KV6971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6971.See file dsdata.txt to determine how the superseded data were derived.
 KV6971
 KV6971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6572554435(NAD 83)
 KV6971_MARKER: DD = SURVEY DISK
 KV6971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6971_SP_SET: CONCRETE POST
 KV6971_STAMPING: 13 P 4 1991
 KV6971_MARK LOGO: NJGS  
 KV6971_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6971+STABILITY: SURFACE MOTION
 KV6971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6971+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2001
 KV6971
 KV6971  HISTORY     - Date     Condition        Report By
 KV6971  HISTORY     - 1991     MONUMENTED       NJGS
 KV6971  HISTORY     - 19921028 GOOD
 KV6971  HISTORY     - 20011015 GOOD             NJGS
 KV6971
 KV6971                          STATION DESCRIPTION
 KV6971
 KV6971'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6971'THE STATION IS LOCATED IN HOWELL TOWNSHIP ON THE NORTH NORTHEAST SIDE
 KV6971'OF STATE HIGHWAY 33.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 KV6971'HIGHWAY 79, SOUTH STREET AND STATE HIGHWAY 33, MAIN STREET IN
 KV6971'FREEHOLD, GO 2.7 MI (4.3 KM) EAST SOUTHEAST ON STATE HIGHWAY 33 TO
 KV6971'THE STATION ON THE LEFT.  TO REACH THE STATION FROM THE INTERSECTION
 KV6971'OF FIVE POINTS ROAD AND STATE HIGHWAY 33, GO ABOUT 0.17 MI (0.27 KM)
 KV6971'EAST ON STATE HIGHWAY 33 TO THE STATION ON THE LEFT.  THE STATION IS
 KV6971'1.8 M (5.9 FT) NORTHEAST FROM THE EAST CURBLINE OF STATE HIGHWAY 33,
 KV6971'7.7 M (25.3 FT) NORTHEAST FROM THE CENTERLINE OF STATE HIGHWAY 33,
 KV6971'7.2 M (23.6 FT) SOUTHEAST FROM THE NORTHWEST END OF THE EAST CURBLINE
 KV6971'OF STATE HIGHWAY 33, 2.9 M (9.5 FT) SOUTH FROM NORTHWEST 6 INCH BY 6
 KV6971'INCH END POST FOR THE STEEL GUIDERAIL, 23.8 M (78.1 FT) NORTH FROM
 KV6971'POLE JC 4785 HL, 32.7 M (107.3 FT) SOUTHEAST FROM THE RANGE OF THE
 KV6971'EAST WALL TO THE MARLBORO FEED AND SUPPLY BUILDING AND AT THE
 KV6971'SOUTHWEST PROPERTY CORNER FOR THE FIVE POINTS SQUARE, NUMBER 919, A
 KV6971'COMBINATION WAREHOUSE AND OFFICE BUILDING.  THE STATION IS SET FLUSH
 KV6971'WITH THE GROUND.
 KV6971
 KV6971                          STATION RECOVERY (1992)
 KV6971
 KV6971'RECOVERED 1992
 KV6971'RECOVERED IN GOOD CONDITION.
 KV6971
 KV6971                          STATION RECOVERY (2001)
 KV6971
 KV6971'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV6971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5239 ***********************************************************************
 AA5239  DESIGNATION -  13 P 5
 AA5239  PID         -  AA5239
 AA5239  STATE/COUNTY-  NJ/MONMOUTH
 AA5239  USGS QUAD   -  LONG BRANCH (1981)
 AA5239
 AA5239                         *CURRENT SURVEY CONTROL
 AA5239  ___________________________________________________________________
 AA5239* NAD 83(1996)-  40 15 33.08426(N)    074 03 29.82182(W)     ADJUSTED  
 AA5239* NAVD 88     -        22.1    (meters)      73.     (feet)  GPS OBS   
 AA5239  ___________________________________________________________________
 AA5239  X           -   1,338,731.129 (meters)                     COMP
 AA5239  Y           -  -4,686,698.416 (meters)                     COMP
 AA5239  Z           -   4,099,983.381 (meters)                     COMP
 AA5239  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 AA5239  ELLIP HEIGHT-         -10.55  (meters)          (10/23/02) GPS OBS
 AA5239  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 AA5239
 AA5239  HORZ ORDER  -  FIRST
 AA5239  ELLP ORDER  -  FOURTH    CLASS I
 AA5239
 AA5239.The horizontal coordinates were established by GPS observations
 AA5239.and adjusted by the National Geodetic Survey in May 1999..
 AA5239
 AA5239.The orthometric height was determined by GPS observations and a
 AA5239.high-resolution geoid model.
 AA5239
 AA5239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5239
 AA5239.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5239
 AA5239.The ellipsoidal height was determined by GPS observations
 AA5239.and is referenced to NAD 83.
 AA5239
 AA5239.The geoid height was determined by GEOID03.
 AA5239
 AA5239;                    North         East     Units Scale Factor Converg.
 AA5239;SPC NJ       -   158,384.849   187,573.149   MT  0.99991737   +0 17 07.7
 AA5239;SPC NJ       -   519,634.29    615,396.24   sFT  0.99991737   +0 17 07.7
 AA5239;UTM  18      - 4,456,950.745   580,080.459   MT  0.99967894   +0 36 31.0
 AA5239
 AA5239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5239!SPC NJ       -   1.00000166  x   0.99991737  =   0.99991902
 AA5239!UTM  18      -   1.00000166  x   0.99967894  =   0.99968059
 AA5239
 AA5239                          SUPERSEDED SURVEY CONTROL
 AA5239
 AA5239  ELLIP H (05/14/99)  -10.56   (m)                       GP(       ) 4 1
 AA5239  NAD 83(1992)-  40 15 33.08391(N)    074 03 29.82324(W) AD(       ) 1
 AA5239  ELLIP H (05/22/95)  -10.57   (m)                       GP(       ) 3 1
 AA5239
 AA5239.Superseded values are not recommended for survey control.
 AA5239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5239.See file dsdata.txt to determine how the superseded data were derived.
 AA5239
 AA5239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8008056951(NAD 83)
 AA5239_MARKER: DD = SURVEY DISK
 AA5239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5239_STAMPING: 13 P 5 1993
 AA5239_MARK LOGO: NJGS  
 AA5239_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5239+STABILITY: SURFACE MOTION
 AA5239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5239+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2003
 AA5239
 AA5239  HISTORY     - Date     Condition        Report By
 AA5239  HISTORY     - 1993     MONUMENTED       NJGS
 AA5239  HISTORY     - 20030110 GOOD             NJGS
 AA5239
 AA5239                          STATION DESCRIPTION
 AA5239
 AA5239'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993 (ECB)
 AA5239'THE STATION IS LOCATED IN OCEAN TOWNSHIP IN THE CENTER GRASS MEDIAN OF
 AA5239'STATE ROUTE 18, JUST SOUTH FROM THE WEST PARK AVENUE OVERPASS, ABOUT
 AA5239'30 FT (9.1 M) SOUTH OF THE NOSE EXTENDED OF THE OFF RAMP FROM THE
 AA5239'SOUTHBOUND LANES OF STATE ROUTE 18, EXIT 12A, LEADING TO WEST PARK
 AA5239'AVENUE. TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 18
 AA5239'AND 66, GO NORTH ON STATE ROUTE 18 FOR 2.25 MI (3.62 KM) TO THE
 AA5239'STATION ON THE LEFT.  THE STATION IS 11.5 M (37.7 FT) WEST FROM THE
 AA5239'WEST EDGE OF PAVING OF THE NORTHBOUND LANES, 3.7 M (12.1 FT) EAST FROM
 AA5239'THE EAST EDGE OF PAVING OF THE SOUTHBOUND LANES, 51.9 M (170.3 FT)
 AA5239'SOUTH FROM THE SOUTH NOSE OF THE GUIDERAIL SURROUNDING THE CENTER PIER
 AA5239'OF THE BRIDGE CARRYING WEST PARK AVENUE OVER STATE ROUTE 18, 50.0 M
 AA5239'(164.0 FT) NORTH FROM AN INLET IN THE GRASS MEDIAN AND 18.7 M (61.4
 AA5239'FT) EAST FROM AN OVERHEAD LIGHT POLE NUMBER B 3263.
 AA5239
 AA5239                          STATION RECOVERY (2003)
 AA5239
 AA5239'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (SJM)
 AA5239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6236 ***********************************************************************
 KV6236  DESIGNATION -  13 Q 1
 KV6236  PID         -  KV6236
 KV6236  STATE/COUNTY-  NJ/MONMOUTH
 KV6236  USGS QUAD   -  SANDY HOOK (1981)
 KV6236
 KV6236                         *CURRENT SURVEY CONTROL
 KV6236  ___________________________________________________________________
 KV6236* NAD 83(1996)-  40 24 53.78317(N)    074 05 40.54807(W)     ADJUSTED  
 KV6236* NAVD 88     -         5.5    (meters)      18.     (feet)  GPS OBS   
 KV6236  ___________________________________________________________________
 KV6236  X           -   1,332,689.275 (meters)                     COMP
 KV6236  Y           -  -4,676,768.068 (meters)                     COMP
 KV6236  Z           -   4,113,155.595 (meters)                     COMP
 KV6236  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 KV6236  ELLIP HEIGHT-         -26.87  (meters)          (10/23/02) GPS OBS
 KV6236  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV6236
 KV6236  HORZ ORDER  -  FIRST
 KV6236  ELLP ORDER  -  FOURTH    CLASS I
 KV6236
 KV6236.The horizontal coordinates were established by GPS observations
 KV6236.and adjusted by the National Geodetic Survey in May 1999..
 KV6236
 KV6236.The orthometric height was determined by GPS observations and a
 KV6236.high-resolution geoid model.
 KV6236
 KV6236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6236
 KV6236.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6236
 KV6236.The ellipsoidal height was determined by GPS observations
 KV6236.and is referenced to NAD 83.
 KV6236
 KV6236.The geoid height was determined by GEOID03.
 KV6236
 KV6236;                    North         East     Units Scale Factor Converg.
 KV6236;SPC NJ       -   175,663.055   184,405.104   MT  0.99991457   +0 15 46.2
 KV6236;SPC NJ       -   576,321.21    605,002.41   sFT  0.99991457   +0 15 46.2
 KV6236;UTM  18      - 4,474,206.632   576,815.644   MT  0.99967263   +0 35 13.3
 KV6236
 KV6236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6236!SPC NJ       -   1.00000422  x   0.99991457  =   0.99991878
 KV6236!UTM  18      -   1.00000422  x   0.99967263  =   0.99967684
 KV6236
 KV6236                          SUPERSEDED SURVEY CONTROL
 KV6236
 KV6236  ELLIP H (05/14/99)  -26.88   (m)                       GP(       ) 4 1
 KV6236  NAD 83(1992)-  40 24 53.78243(N)    074 05 40.54814(W) AD(       ) 1
 KV6236  ELLIP H (09/14/94)  -26.95   (m)                       GP(       ) 3 1
 KV6236  NAD 83(1986)-  40 24 53.78229(N)    074 05 40.54700(W) AD(       ) 2
 KV6236  NGVD 29 (03/28/90)    6.1    (m)           20.     (f) GPS OBS        
 KV6236
 KV6236.Superseded values are not recommended for survey control.
 KV6236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6236.See file dsdata.txt to determine how the superseded data were derived.
 KV6236
 KV6236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7681674207(NAD 83)
 KV6236_MARKER: DD = SURVEY DISK
 KV6236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6236_SP_SET: CONCRETE POST
 KV6236_STAMPING: 13 Q 1 1988
 KV6236_MARK LOGO: NJGS  
 KV6236_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6236+STABILITY: SURFACE MOTION
 KV6236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6236+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1993
 KV6236
 KV6236  HISTORY     - Date     Condition        Report By
 KV6236  HISTORY     - 1988     MONUMENTED       NJGS
 KV6236  HISTORY     - 19931103 GOOD             NJGS
 KV6236  HISTORY     - 19970903 MARK NOT FOUND   USPSQD
 KV6236
 KV6236                          STATION DESCRIPTION
 KV6236
 KV6236'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6236'TO REACH THE STATION FROM THE MIDDLETOWN TOWNSHIP MUNICIPAL COMPLEX AT
 KV6236'THE NORTHWEST CORNER OF THE INTERSECTION OF STATE HIGHWAY ROUTE 35
 KV6236'AND KINGS HIGHWAY, PROCEED 1.0 KM (1.61 MI) NORTHWEST ALONG ROUTE 35
 KV6236'TO NEW MONMOUTH ROAD, TURN RIGHT, NORTH, FOR 1.1 KM (1.77 MI) TO
 KV6236'LEONARDTOWN ROAD, TURN RIGHT ONTO COUNTY ROUTE 516 AND GO 0.8 KM
 KV6236'(1.29 MI) TO THE STATION ON THE LEFT, ON THE EAST SIDE OF MAIN STREET
 KV6236'IN THE REAR OF THE JUNCTION VARIETY STORE, 7.0 M (22.97 FT) EAST OF
 KV6236'THE CENTERLINE OF MAIN STREET, 10.7 M (35.10 FT) WEST OF THE NEAR
 KV6236'SOUTHWEST CORNER OF THE VARIETY STORE, 6.1 M (20.01 FT) NORTHWEST OF
 KV6236'A CORNER POLE SIGN FOR LEONARDVILLE ROAD AND MAIN STREET, 18.6 M
 KV6236'(61.02 FT) NORTH OF A VERY LARGE POLE WITH TWO LIGHTS, JC 106 MDT 25
 KV6236'HPS, AND SET 0.01 M (0.03 FT) BELOW GROUND.
 KV6236
 KV6236                          STATION RECOVERY (1993)
 KV6236
 KV6236'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6236'THE STATION IS LOCATED IN MIDDLETOWN TOWNSHIP.  TO REACH THE STATION
 KV6236'FROM THE MIDDLETOWN TOWNSHIP MUNICIPAL COMPLEX AT THE NORTHWEST
 KV6236'CORNER OF THE INTERSECTION OF STATE ROUTE 35 AND KINGS HIGHWAY,
 KV6236'PROCEED 1.0 KM (0.6 MI) NORTHWEST ALONG ROUTE 35 TO NEW MONMOUTH
 KV6236'ROAD, TURN RIGHTONTO NEW MONMOUTH ROAD, COUNTY ROAD 50 AND GO 1.2 MI
 KV6236'(1.9 KM) NORTH TO THE JUNCTION WITH LEONARDVILLE ROAD, COUNTY ROAD
 KV6236'516 AHEAD, CONTINUE AHEAD NORTH NORTHEAST ON COUNTY ROAD 516 FOR 0.5
 KV6236'MI (0.8 KM) TO THE JUNTION WITH MAIN STREET AND THE STATION ON THE
 KV6236'LEFT.  TO REACH THE STATION FROM THE JUNTION OF STATE ROUTE 36 AND
 KV6236'MAIN STREET, GO 0.45 MI (0.72 KM) SOUTH SOUTHWEST ON MAIN STREET TO
 KV6236'THE STATION ON THE LEFT. THE STATION IS ON THE EAST SIDE OF MAIN
 KV6236'STREET ON THE SIDE OF A RETAIL STORE COMPLEX, 7.0 M (23.0 FT) EAST OF
 KV6236'THE CENTERLINE OF MAIN STREET, 10.7 M (35.1 FT) WEST OF THE NEAR
 KV6236'SOUTHWEST CORNER OF THE STORE, 6.1 M (20.0 FT) NORTHWEST OF A CORNER
 KV6236'POLE SIGN FOR LEONARDVILLE ROAD AND MAIN STREET, 18.6 M (61.0 FT)
 KV6236'NORTH OF A VERY LARGE POLE WITH TWO LIGHTS, JC 106 MDT 25 HPS, 12.4 M
 KV6236'(40.7 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE STORE, 2.4 M
 KV6236'(7.9 FT) SOUTHEAST OF THE SOUTHEAST CURBLINE OF MAIN STREET, 5.7 M
 KV6236'(18.7 FT) NORTHEAST OF THE CENTER OF AN INLET CURBPIECE AND FLUSH
 KV6236'WITH THE GROUND.
 KV6236
 KV6236                          STATION RECOVERY (1997)
 KV6236
 KV6236'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6323 ***********************************************************************
 KV6323  DESIGNATION -  13 Q 2
 KV6323  PID         -  KV6323
 KV6323  STATE/COUNTY-  NJ/MONMOUTH
 KV6323  USGS QUAD   -  ROOSEVELT (1981)
 KV6323
 KV6323                         *CURRENT SURVEY CONTROL
 KV6323  ___________________________________________________________________
 KV6323* NAD 83(1986)-  40 10 26.     (N)    074 29 39.     (W)     SCALED    
 KV6323* NAVD 88     -        51.848  (meters)     170.10   (feet)  ADJUSTED  
 KV6323  ___________________________________________________________________
 KV6323  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KV6323  DYNAMIC HT  -          51.827 (meters)     170.04  (feet)  COMP
 KV6323  MODELED GRAV-     980,211.3   (mgal)                       NAVD 88
 KV6323
 KV6323  VERT ORDER  -  FIRST     CLASS II
 KV6323
 KV6323.The horizontal coordinates were scaled from a topographic map and have
 KV6323.an estimated accuracy of +/- 6 seconds.
 KV6323
 KV6323.The orthometric height was determined by differential leveling
 KV6323.and adjusted by the National Geodetic Survey in June 1991..
 KV6323
 KV6323.The geoid height was determined by GEOID03.
 KV6323
 KV6323.The dynamic height is computed by dividing the NAVD 88
 KV6323.geopotential number by the normal gravity value computed on the
 KV6323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6323.degrees latitude (g = 980.6199 gals.).
 KV6323
 KV6323.The modeled gravity was interpolated from observed gravity values.
 KV6323
 KV6323;                    North         East    Units  Estimated Accuracy
 KV6323;SPC NJ       -   148,820.      150,500.      MT  (+/- 180 meters Scaled)
 KV6323
 KV6323                          SUPERSEDED SURVEY CONTROL
 KV6323
 KV6323  NGVD 29 (01/10/92)   52.176  (m)          171.18   (f) ADJUSTED    1 2
 KV6323
 KV6323.Superseded values are not recommended for survey control.
 KV6323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6323.See file dsdata.txt to determine how the superseded data were derived.
 KV6323
 KV6323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK430471(NAD 83)
 KV6323_MARKER: Z = SEE DESCRIPTION
 KV6323_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6323_SP_SET: PREFAB CONC. POST IN EARTH
 KV6323_STAMPING: 13 Q 2
 KV6323_MARK LOGO: NJGS  
 KV6323_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6323+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1989
 KV6323
 KV6323  HISTORY     - Date     Condition        Report By
 KV6323  HISTORY     - UNK      MONUMENTED       NJDT
 KV6323  HISTORY     - 19890626 GOOD             NJGS
 KV6323
 KV6323                          STATION DESCRIPTION
 KV6323
 KV6323'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6323'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6323'IN UPPER FREEHOLD TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION
 KV6323'OF ROUTE I195, EXIT 11 AND COUNTY ROUTE 43, IMLAYSTOWN HIGHTSTOWN
 KV6323'ROAD, GO EAST 1.68 KM (1.04 MI) ON ROUTE I195 TO JUST WEST OF BRIDGE
 KV6323'STRUCTURE 1330.156, MILEPOST 12.90, OVER IMLAYSTOWN STONE TAVERN ROAD
 KV6323'AND THE MARK ON THE LEFT, 0.5 M (1.6 FT) NORTH NORTHEAST FROM THE
 KV6323'EDGE OF THE EASTBOUND I195 LANES, 15.9 M (52.2 FT) SOUTH SOUTHWEST
 KV6323'FROM THE EDGE OF THE WESTBOUND I195 LANES, 48.75 M (159.94 FT) WEST
 KV6323'FROM AN E TYPE INLET IN THE MEDIAN, 73.9 M (242.5 FT) WEST NORTHWEST
 KV6323'FROM THE NORTHWEST CORNER OF THE NORTH BALUSTRADE OF THE EASTBOUND
 KV6323'BRIDGE STRUCTURE 1330.156, AND 0.15 M (0.49 FT) BELOW THE GROUND.
 KV6323'THE STATION IS A 0.02 M (0.07 FT) DIAMETER BRASS PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF5250 ***********************************************************************
 DF5250  DESIGNATION -  13 Q 3
 DF5250  PID         -  DF5250
 DF5250  STATE/COUNTY-  NJ/MONMOUTH
 DF5250  USGS QUAD   -  ALLENTOWN (1995)
 DF5250
 DF5250                         *CURRENT SURVEY CONTROL
 DF5250  ___________________________________________________________________
 DF5250* NAD 83(1996)-  40 11 58.67508(N)    074 32 51.85164(W)     ADJUSTED  
 DF5250* NAVD 88     -        36.1    (meters)     118.     (feet)  GPS OBS   
 DF5250  ___________________________________________________________________
 DF5250  X           -   1,299,787.212 (meters)                     COMP
 DF5250  Y           -  -4,702,090.598 (meters)                     COMP
 DF5250  Z           -   4,094,943.463 (meters)                     COMP
 DF5250  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 DF5250  ELLIP HEIGHT-           3.51  (meters)          (04/17/03) GPS OBS
 DF5250  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 DF5250
 DF5250  HORZ ORDER  -  FIRST
 DF5250  ELLP ORDER  -  THIRD     CLASS I
 DF5250
 DF5250.The horizontal coordinates were established by GPS observations
 DF5250.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DF5250
 DF5250.The orthometric height was determined by GPS observations and a
 DF5250.high-resolution geoid model.
 DF5250
 DF5250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5250
 DF5250.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5250
 DF5250.The ellipsoidal height was determined by GPS observations
 DF5250.and is referenced to NAD 83.
 DF5250
 DF5250.The geoid height was determined by GEOID03.
 DF5250
 DF5250;                    North         East     Units Scale Factor Converg.
 DF5250;SPC NJ       -   151,679.729   145,935.893   MT  0.99990020   -0 01 50.9
 DF5250;SPC NJ       -   497,635.91    478,791.34   sFT  0.99990020   -0 01 50.9
 DF5250;UTM  18      - 4,450,012.855   538,492.481   MT  0.99961824   +0 17 30.9
 DF5250
 DF5250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5250!SPC NJ       -   0.99999945  x   0.99990020  =   0.99989965
 DF5250!UTM  18      -   0.99999945  x   0.99961824  =   0.99961769
 DF5250
 DF5250                          SUPERSEDED SURVEY CONTROL
 DF5250
 DF5250.No superseded survey control is available for this station.
 DF5250
 DF5250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3849250013(NAD 83)
 DF5250_MARKER: DD = SURVEY DISK
 DF5250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5250_STAMPING: 13 Q 3 1991
 DF5250_MARK LOGO: NJGS  
 DF5250_PROJECTION: FLUSH
 DF5250_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5250+STABILITY: SURFACE MOTION
 DF5250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5250+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DF5250
 DF5250  HISTORY     - Date     Condition        Report By
 DF5250  HISTORY     - 1991     MONUMENTED       NJGS
 DF5250  HISTORY     - 20020202 GOOD             NJGS
 DF5250
 DF5250                          STATION DESCRIPTION
 DF5250
 DF5250'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DF5250'THE STATION IS LOCATED IN UPPER FREEHOLD TOWNSHIP ON THE SOUTHWEST
 DF5250'SIDE OF HULCHY
 DF5250'ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 DF5250'HIGHWAY 195 EXIT 8 AND
 DF5250'COUNTY ROAD 539, OLD YORK ROAD, JUST NORTHEAST OF ALLENTOWN, GO 1.4 MI
 DF5250'NORTHEAST ON
 DF5250'COUNTY ROAD 539 TO THE TEE JUNCTION WITH HULCHY ROAD ON THE RIGHT.
 DF5250'TURN RIGHT AND GO
 DF5250'0.4 MI TO THE STATION ON THE RIGHT, SET AT THE EDGE OF A CULTIVATED
 DF5250'FIELD.
 DF5250' 
 DF5250'THE STATION IS 4.5 M SOUTHWEST FROM THE CENTERLINE OF HULCHY ROAD, 1.2
 DF5250'M SOUTHWEST
 DF5250'FROM THE SOUTHWEST EDGE OF PAVING OF HULCHY ROAD, 26.8 M NORTHWEST
 DF5250'FROM A LONE 18
 DF5250'INCH DIAMETER CEDAR TREE WITH SIGN ATTACHED, 40.5 M WEST NORTHWEST
 DF5250'FROM A DIGITAL
 DF5250'AERIAL SURVEY COMPANY CONTROL SURVEY MONUMENT, NUMBER 101, SET ON THE
 DF5250'SOUTHWEST
 DF5250'SIDE OF THE ROAD, 38.7 M NORTHWEST FROM THE NORTHWEST CORNER OF A 4
 DF5250'FOOT HIGH WOOD
 DF5250'FENCE ALONG THE SIDE OF THE ROAD, 64 M SOUTHEAST  FROM THE EXTENDED
 DF5250'CENTERLINE OF A
 DF5250'STONE AND GRAVEL DRIVEWAY FOR A TWO STORY FRAME DWELLING WITH A GLASS
 DF5250'SUN ROOM ON
 DF5250'THE NORTHEAST SIDE OF HULCHY ROAD, AND 49.8 M WEST NORTHWEST FROM A
 DF5250'BELL COMPANY
 DF5250'SERVICE BOX FOR UNDERGROUND UTILITIES.  THE STATION IS SET FLUSH WITH
 DF5250'THE GROUND.
 DF5250'
 DF5250'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7143 ***********************************************************************
 KV7143  DESIGNATION -  13 Q 5
 KV7143  PID         -  KV7143
 KV7143  STATE/COUNTY-  NJ/MONMOUTH
 KV7143  USGS QUAD   -  LONG BRANCH (1981)
 KV7143
 KV7143                         *CURRENT SURVEY CONTROL
 KV7143  ___________________________________________________________________
 KV7143* NAD 83(1996)-  40 17 13.77651(N)    074 01 26.49897(W)     ADJUSTED  
 KV7143* NAVD 88     -        11.6    (meters)      38.     (feet)  GPS OBS   
 KV7143  ___________________________________________________________________
 KV7143  X           -   1,340,978.209 (meters)                     COMP
 KV7143  Y           -  -4,683,959.314 (meters)                     COMP
 KV7143  Z           -   4,102,346.205 (meters)                     COMP
 KV7143  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 KV7143  ELLIP HEIGHT-         -21.07  (meters)          (10/23/02) GPS OBS
 KV7143  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KV7143
 KV7143  HORZ ORDER  -  FIRST
 KV7143  ELLP ORDER  -  FOURTH    CLASS I
 KV7143
 KV7143.The horizontal coordinates were established by GPS observations
 KV7143.and adjusted by the National Geodetic Survey in May 1999..
 KV7143
 KV7143.The orthometric height was determined by GPS observations and a
 KV7143.high-resolution geoid model.
 KV7143
 KV7143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7143
 KV7143.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7143
 KV7143.The ellipsoidal height was determined by GPS observations
 KV7143.and is referenced to NAD 83.
 KV7143
 KV7143.The geoid height was determined by GEOID03.
 KV7143
 KV7143;                    North         East     Units Scale Factor Converg.
 KV7143;SPC NJ       -   161,505.431   190,470.387   MT  0.99992016   +0 18 28.0
 KV7143;SPC NJ       -   529,872.40    624,901.59   sFT  0.99992016   +0 18 28.0
 KV7143;UTM  18      - 4,460,086.879   582,959.364   MT  0.99968472   +0 37 52.0
 KV7143
 KV7143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7143!SPC NJ       -   1.00000331  x   0.99992016  =   0.99992347
 KV7143!UTM  18      -   1.00000331  x   0.99968472  =   0.99968802
 KV7143
 KV7143                          SUPERSEDED SURVEY CONTROL
 KV7143
 KV7143  ELLIP H (05/14/99)  -21.08   (m)                       GP(       ) 4 1
 KV7143  NAD 83(1992)-  40 17 13.77624(N)    074 01 26.50001(W) AD(       ) 1
 KV7143  ELLIP H (09/14/94)  -21.12   (m)                       GP(       ) 3 1
 KV7143
 KV7143.Superseded values are not recommended for survey control.
 KV7143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7143.See file dsdata.txt to determine how the superseded data were derived.
 KV7143
 KV7143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8295960087(NAD 83)
 KV7143_MARKER: DD = SURVEY DISK
 KV7143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7143_SP_SET: CONCRETE POST
 KV7143_STAMPING: 13 Q 5
 KV7143_MARK LOGO: NJGS  
 KV7143_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7143+STABILITY: SURFACE MOTION
 KV7143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7143+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 KV7143
 KV7143  HISTORY     - Date     Condition        Report By
 KV7143  HISTORY     - 1993     MONUMENTED       NJGS
 KV7143  HISTORY     - 19931122 GOOD             NJGS
 KV7143  HISTORY     - 20050601 GOOD             AASCO
 KV7143
 KV7143                          STATION DESCRIPTION
 KV7143
 KV7143'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7143'THE STATION IN LOCATED IN THE BOROUGH OF WEST LONG BRANCH ON THE
 KV7143'GROUNDS OF THE WEST LONG BRANCH VOLUNTEER FIRST AID SQUAD.  TO REACH
 KV7143'THE STATION FROM THE INTERSECTION OF STATE ROUTES 36 AND 71, GO SOUTH
 KV7143'ON STATE ROUTE 71 FOR 0.65 MI (1.05 KM) TO THE FIRST AID SQUAD
 KV7143'BUILDING AND THE STATION ON THE RIGHT, NEAR THE WEST CORNER OF THE
 KV7143'SOUTHERN PARKING LOT.  THE STATION IS 17.3 M (56.8 FT) SOUTH
 KV7143'SOUTHWEST FROM THE SOUTH CORNER OF THE FIRST AID SQUAD BUILDING, 1.6
 KV7143'M (5.2 FT) SOUTHWEST FROM THE SOUTHWEST CURB OF THE SOUTH PARKING
 KV7143'LOT, 4.8 M (15.7 FT) SOUTH FROM THE WEST CORNER OF THE SOUTH PARKING
 KV7143'LOT, 15.4 M (50.5 FT) NORTHWEST FROM THE SOUTH CORNER OF THE SOUTH
 KV7143'PARKING LOT AND 47.7 M (156.5 FT) SOUTHWEST FROM THE WEST EDGE OF
 KV7143'PAVEMENT OF STATE ROUT 71 SOUTHBOUND LANES.  THE STATION IS SET FLUSH
 KV7143'WITH THE GROUND.
 KV7143
 KV7143                          STATION RECOVERY (1993)
 KV7143
 KV7143'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (RJK)
 KV7143'THE STATION IN LOCATED IN THE BOROUGH OF WEST LONG BRANCH ON THE
 KV7143'GROUNDS OF THE WEST LONG BRANCH VOLUNTEER FIRST AID SQUAD.  TO REACH
 KV7143'THE STATION FROM THE INTERSECTION OF STATE ROUTES 36 AND 71, GO SOUTH
 KV7143'ON STATE ROUTE 71 FOR 0.65 MI (1.05 KM) TO THE FIRST AID SQUAD
 KV7143'BUILDING AND THE STATION ON THE RIGHT, NEAR THE WEST CORNER OF THE
 KV7143'SOUTHERN PARKING LOT.  THE STATION IS 17.3 M (56.8 FT) SOUTH SOUTHWEST
 KV7143'FROM THE SOUTH CORNER OF THE FIRST AID SQUAD BUILDING, 1.6 M (5.2 FT)
 KV7143'SOUTHWEST FROM THE SOUTHWEST CURB OF THE SOUTH PARKING LOT, 4.8 M
 KV7143'(15.7 FT) SOUTH FROM THE WEST CORNER OF THE SOUTH PARKING LOT, 15.4 M
 KV7143'(50.5 FT) NORTHWEST FROM THE SOUTH CORNER OF THE SOUTH PARKING LOT AND
 KV7143'47.7 M (156.5 FT) SOUTHWEST FROM THE WEST EDGE OF PAVEMENT OF STATE
 KV7143'ROUT 71 SOUTHBOUND LANES.  THE STATION IS SET FLUSH WITH THE GROUND.
 KV7143
 KV7143                          STATION RECOVERY (2005)
 KV7143
 KV7143'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2005 (JAL)
 KV7143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6272 ***********************************************************************
 KV6272  DESIGNATION -  13 R 1
 KV6272  PID         -  KV6272
 KV6272  STATE/COUNTY-  NJ/MONMOUTH
 KV6272  USGS QUAD   -  ASBURY PARK (1989)
 KV6272
 KV6272                         *CURRENT SURVEY CONTROL
 KV6272  ___________________________________________________________________
 KV6272* NAD 83(1986)-  40 10 16.     (N)    074 04 38.     (W)     SCALED    
 KV6272* NAVD 88     -        14.194  (meters)      46.57   (feet)  ADJUSTED  
 KV6272  ___________________________________________________________________
 KV6272  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV6272  DYNAMIC HT  -          14.188 (meters)      46.55  (feet)  COMP
 KV6272  MODELED GRAV-     980,170.3   (mgal)                       NAVD 88
 KV6272
 KV6272  VERT ORDER  -  FIRST     CLASS II
 KV6272
 KV6272.The horizontal coordinates were scaled from a topographic map and have
 KV6272.an estimated accuracy of +/- 6 seconds.
 KV6272
 KV6272.The orthometric height was determined by differential leveling
 KV6272.and adjusted by the National Geodetic Survey in June 1991..
 KV6272
 KV6272.The geoid height was determined by GEOID03.
 KV6272
 KV6272.The dynamic height is computed by dividing the NAVD 88
 KV6272.geopotential number by the normal gravity value computed on the
 KV6272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6272.degrees latitude (g = 980.6199 gals.).
 KV6272
 KV6272.The modeled gravity was interpolated from observed gravity values.
 KV6272
 KV6272;                    North         East    Units  Estimated Accuracy
 KV6272;SPC NJ       -   148,600.      186,010.      MT  (+/- 180 meters Scaled)
 KV6272
 KV6272                          SUPERSEDED SURVEY CONTROL
 KV6272
 KV6272  NGVD 29 (01/10/92)   14.522  (m)           47.64   (f) ADJUSTED    1 2
 KV6272
 KV6272.Superseded values are not recommended for survey control.
 KV6272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6272.See file dsdata.txt to determine how the superseded data were derived.
 KV6272
 KV6272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK785471(NAD 83)
 KV6272_MARKER: DD = SURVEY DISK
 KV6272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6272_SP_SET: CONCRETE POST
 KV6272_STAMPING: 13 R 1 1989
 KV6272_MARK LOGO: NJGS  
 KV6272_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6272+STABILITY: SURFACE MOTION
 KV6272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6272+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KV6272
 KV6272  HISTORY     - Date     Condition        Report By
 KV6272  HISTORY     - 1989     MONUMENTED       NJGS
 KV6272
 KV6272                          STATION DESCRIPTION
 KV6272
 KV6272'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6272'THE STATION IS IN WALL TOWNSHIP, IN THE CENTER OF THE GRASS MEDIAN OF
 KV6272'STATE ROUTE 138 JUST WEST OF STATE ROUTE 18.  TO REACH THE STATION
 KV6272'FROM THE JUNCTION OF STATE ROUTES 18 AND 138 GO 0.48 KM (0.30 MI)
 KV6272'WEST ON ROUTE 138 TO THE STATION ON THE LEFT, 5.65 M (18.54 FT) NORTH
 KV6272'FROM THE EDGE OF PAVEMENT OF EASTBOUND ROUTE 138, 5.7 M (18.7 FT)
 KV6272'SOUTH FROM EDGE OF PAVEMENT OF WESTBOUND ROUTE 138, 24.55 M (80.54
 KV6272'FT) SOUTH FROM UTILITY POLE JC 245 WL, 29.6 M (97.1 FT) SOUTHWEST
 KV6272'FROM THE EAST END OF A GUIDE RAIL, 22.8 M (74.8 FT) EAST FROM THE
 KV6272'CENTER OF AN E TYPE INLET IN THE MEDIAN, 33.0 M (108.3 FT) EAST
 KV6272'NORTHEAST FROM UTILITY POLE BT 5848 WL AND 0.2 M (0.7 FT) BELOW THE
 KV6272'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6324 ***********************************************************************
 KV6324  DESIGNATION -  13 R 2
 KV6324  PID         -  KV6324
 KV6324  STATE/COUNTY-  NJ/MONMOUTH
 KV6324  USGS QUAD   -  ALLENTOWN (1995)
 KV6324
 KV6324                         *CURRENT SURVEY CONTROL
 KV6324  ___________________________________________________________________
 KV6324* NAD 83(1986)-  40 10 33.     (N)    074 30 11.     (W)     SCALED    
 KV6324* NAVD 88     -        42.370  (meters)     139.01   (feet)  ADJUSTED  
 KV6324  ___________________________________________________________________
 KV6324  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV6324  DYNAMIC HT  -          42.352 (meters)     138.95  (feet)  COMP
 KV6324  MODELED GRAV-     980,211.6   (mgal)                       NAVD 88
 KV6324
 KV6324  VERT ORDER  -  FIRST     CLASS II
 KV6324
 KV6324.The horizontal coordinates were scaled from a topographic map and have
 KV6324.an estimated accuracy of +/- 6 seconds.
 KV6324
 KV6324.The orthometric height was determined by differential leveling
 KV6324.and adjusted by the National Geodetic Survey in June 1991..
 KV6324
 KV6324.The geoid height was determined by GEOID03.
 KV6324
 KV6324.The dynamic height is computed by dividing the NAVD 88
 KV6324.geopotential number by the normal gravity value computed on the
 KV6324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6324.degrees latitude (g = 980.6199 gals.).
 KV6324
 KV6324.The modeled gravity was interpolated from observed gravity values.
 KV6324
 KV6324;                    North         East    Units  Estimated Accuracy
 KV6324;SPC NJ       -   149,040.      149,740.      MT  (+/- 180 meters Scaled)
 KV6324
 KV6324                          SUPERSEDED SURVEY CONTROL
 KV6324
 KV6324  NGVD 29 (01/10/92)   42.698  (m)          140.09   (f) ADJUSTED    1 2
 KV6324
 KV6324.Superseded values are not recommended for survey control.
 KV6324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6324.See file dsdata.txt to determine how the superseded data were derived.
 KV6324
 KV6324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK423473(NAD 83)
 KV6324_MARKER: Z = SEE DESCRIPTION
 KV6324_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6324_SP_SET: PREFAB CONC. POST IN EARTH
 KV6324_STAMPING: 13 R 2
 KV6324_MARK LOGO: NJGS  
 KV6324_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6324+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1989
 KV6324
 KV6324  HISTORY     - Date     Condition        Report By
 KV6324  HISTORY     - UNK      MONUMENTED       NJDT
 KV6324  HISTORY     - 19890626 GOOD             NJGS
 KV6324
 KV6324                          STATION DESCRIPTION
 KV6324
 KV6324'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6324'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6324'IN UPPER FREEHOLD TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION
 KV6324'OF ROUTE I195, EXIT 11, AT BRIDGE STRUCTURE 1330.154, MILEPOST 11.80
 KV6324'AND COUNTY ROUTE 43, IMLAYSTOWN HIGHTSTOWN ROAD, GO EAST 0.8 KM (0.5
 KV6324'MI) ON ROUTE I195 TO THE MARK ON THE LEFT, 0.65 M (2.13 FT) NORTHEAST
 KV6324'FROM THE EDGE OF THE EASTBOUND I195 LANES, 15.7 M (51.5 FT) SOUTHWEST
 KV6324'FROM THE EDGE OF THE WESTBOUND I195 LANES, 51.5 M (169.0 FT) WEST
 KV6324'NORTHWEST ALONG THE NORTH EDGE OF THE EASTBOUND LANES FROM THE CENTER
 KV6324'LINE OF STRUCTURE 1330.155, MILEPOST 12.30, A BOX CULVERT, 20.5 M
 KV6324'(67.3 FT) WEST FROM AN E TYPE INLET IN THE MEDIAN, 46.3 M (151.9 FT)
 KV6324'SOUTH SOUTHEAST FROM AN E TYPE INLET IN THE MEDIAN AND 0.1 M (0.3 FT)
 KV6324'BELOW THE GROUND.  THE STATION IS A 0.02 M (0.07 FT) DIAMETER BRASS
 KV6324'PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6972 ***********************************************************************
 KV6972  DESIGNATION -  13 R 3
 KV6972  PID         -  KV6972
 KV6972  STATE/COUNTY-  NJ/MONMOUTH
 KV6972  USGS QUAD   -  FREEHOLD (1981)
 KV6972
 KV6972                         *CURRENT SURVEY CONTROL
 KV6972  ___________________________________________________________________
 KV6972* NAD 83(1996)-  40 15 13.33744(N)    074 20 31.83034(W)     ADJUSTED  
 KV6972* NAVD 88     -        43.6    (meters)     143.     (feet)  GPS OBS   
 KV6972  ___________________________________________________________________
 KV6972  X           -   1,315,603.683 (meters)                     COMP
 KV6972  Y           -  -4,693,669.066 (meters)                     COMP
 KV6972  Z           -   4,099,532.651 (meters)                     COMP
 KV6972  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 KV6972  ELLIP HEIGHT-          11.26  (meters)          (10/23/02) GPS OBS
 KV6972  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV6972
 KV6972  HORZ ORDER  -  FIRST
 KV6972  ELLP ORDER  -  FOURTH    CLASS I
 KV6972
 KV6972.The horizontal coordinates were established by GPS observations
 KV6972.and adjusted by the National Geodetic Survey in May 1999..
 KV6972
 KV6972.The orthometric height was determined by GPS observations and a
 KV6972.high-resolution geoid model.
 KV6972
 KV6972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6972
 KV6972.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6972
 KV6972.The ellipsoidal height was determined by GPS observations
 KV6972.and is referenced to NAD 83.
 KV6972
 KV6972.The geoid height was determined by GEOID03.
 KV6972
 KV6972;                    North         East     Units Scale Factor Converg.
 KV6972;SPC NJ       -   157,694.183   163,425.927   MT  0.99990222   +0 06 07.1
 KV6972;SPC NJ       -   517,368.33    536,173.23   sFT  0.99990222   +0 06 07.1
 KV6972;UTM  18      - 4,456,124.117   555,943.578   MT  0.99963853   +0 25 30.3
 KV6972
 KV6972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6972!SPC NJ       -   0.99999823  x   0.99990222  =   0.99990045
 KV6972!UTM  18      -   0.99999823  x   0.99963853  =   0.99963676
 KV6972
 KV6972                          SUPERSEDED SURVEY CONTROL
 KV6972
 KV6972  NAD 83(1986)-  40 15 13.33826(N)    074 20 31.83229(W) AD(       ) 1
 KV6972
 KV6972.Superseded values are not recommended for survey control.
 KV6972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6972.See file dsdata.txt to determine how the superseded data were derived.
 KV6972
 KV6972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5594456124(NAD 83)
 KV6972_MARKER: DD = SURVEY DISK
 KV6972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6972_SP_SET: CONCRETE POST
 KV6972_STAMPING: 13 R 3 1991
 KV6972_MARK LOGO: NJGS  
 KV6972_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6972+STABILITY: SURFACE MOTION
 KV6972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6972+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1993
 KV6972
 KV6972  HISTORY     - Date     Condition        Report By
 KV6972  HISTORY     - 1991     MONUMENTED       NJGS
 KV6972  HISTORY     - 19930624 GOOD
 KV6972
 KV6972                          STATION DESCRIPTION
 KV6972
 KV6972'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6972'THE STATION IS LOCATED IN MANALAPAN TOWNSHIP AT THE NORTHWEST CORNER
 KV6972'OF THE INTERSECTION OF STATE HIGHWAY 33 AND COUNTY ROAD 527,
 KV6972'MILLHURST ROAD, AND SET IN THE JUGHANDLE AREA OF THE EXIT RAMP FROM
 KV6972'THE WESTBOUND LANES OF STATE HIGHWAY 33 ONTO MILLHURST ROAD.  THE
 KV6972'INTERSECTION IS ABOUT 0.4 MI (0.6 KM) WEST ON STATE HIGHWAY 33 FROM
 KV6972'THE SPLIT OF STATE HIGHWAY 33 BUSINESS AND THE STATE HIGHWAY 33
 KV6972'FREEWAY BYPASS AROUND FREEHOLD TO THE STATION ON THE RIGHT. THE
 KV6972'STATION IS 2.4 M (7.9 FT) NORTHWEST OF MILEPOST 24 FOR THE WESTBOUND
 KV6972'LANES OF STATE HIGHWAY 33, 3.3 M (10.8 FT) NORTH OF THE NORTH
 KV6972'CURBLINE OF THE WESTBOUND LANES OF STATE HIGHWAY 33, 30.7 M
 KV6972'(100.7 FT) WEST OF A TRAFFIC LIGHT SIGNAL, 36.0 M (118.1 FT)
 KV6972'SOUTHWEST OF POLE JC 146 MPN, 30.9 M (101.4 FT) EAST OF A STREET LIGHT
 KV6972'AND 42.5 M (139.4 FT) WEST OF THE CENTERLINE OF MILLHURST ROAD.  THE
 KV6972'STATION IS SET FLUSH WITH THE GROUND.
 KV6972
 KV6972                          STATION RECOVERY (1993)
 KV6972
 KV6972'RECOVERED 1993
 KV6972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5240 ***********************************************************************
 AA5240  DESIGNATION -  13 R 5
 AA5240  PID         -  AA5240
 AA5240  STATE/COUNTY-  NJ/MONMOUTH
 AA5240  USGS QUAD   -  ASBURY PARK (1989)
 AA5240
 AA5240                         *CURRENT SURVEY CONTROL
 AA5240  ___________________________________________________________________
 AA5240* NAD 83(1996)-  40 13 01.58159(N)    074 00 14.63778(W)     ADJUSTED  
 AA5240* NAVD 88     -         2.2    (meters)       7.     (feet)  GPS OBS   
 AA5240  ___________________________________________________________________
 AA5240  X           -   1,343,993.056 (meters)                     COMP
 AA5240  Y           -  -4,688,316.473 (meters)                     COMP
 AA5240  Z           -   4,096,403.225 (meters)                     COMP
 AA5240  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AA5240  ELLIP HEIGHT-         -30.63  (meters)          (10/23/02) GPS OBS
 AA5240  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 AA5240
 AA5240  HORZ ORDER  -  FIRST
 AA5240  ELLP ORDER  -  FOURTH    CLASS I
 AA5240
 AA5240.The horizontal coordinates were established by GPS observations
 AA5240.and adjusted by the National Geodetic Survey in May 1999..
 AA5240
 AA5240.The orthometric height was determined by GPS observations and a
 AA5240.high-resolution geoid model.
 AA5240
 AA5240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5240
 AA5240.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5240
 AA5240.The ellipsoidal height was determined by GPS observations
 AA5240.and is referenced to NAD 83.
 AA5240
 AA5240.The geoid height was determined by GEOID03.
 AA5240
 AA5240;                    North         East     Units Scale Factor Converg.
 AA5240;SPC NJ       -   153,736.693   192,211.153   MT  0.99992193   +0 19 12.8
 AA5240;SPC NJ       -   504,384.47    630,612.76   sFT  0.99992193   +0 19 12.8
 AA5240;UTM  18      - 4,452,329.900   584,743.494   MT  0.99968840   +0 38 35.2
 AA5240
 AA5240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5240!SPC NJ       -   1.00000481  x   0.99992193  =   0.99992673
 AA5240!UTM  18      -   1.00000481  x   0.99968840  =   0.99969320
 AA5240
 AA5240                          SUPERSEDED SURVEY CONTROL
 AA5240
 AA5240  ELLIP H (05/14/99)  -30.65   (m)                       GP(       ) 4 1
 AA5240  NAD 83(1992)-  40 13 01.58117(N)    074 00 14.63982(W) AD(       ) 1
 AA5240  ELLIP H (05/22/95)  -30.62   (m)                       GP(       ) 3 1
 AA5240
 AA5240.Superseded values are not recommended for survey control.
 AA5240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5240.See file dsdata.txt to determine how the superseded data were derived.
 AA5240
 AA5240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8474352330(NAD 83)
 AA5240_MARKER: DD = SURVEY DISK
 AA5240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5240_STAMPING: 13 R 5 1993
 AA5240_MARK LOGO: NJGS  
 AA5240_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5240+STABILITY: SURFACE MOTION
 AA5240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5240+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2003
 AA5240
 AA5240  HISTORY     - Date     Condition        Report By
 AA5240  HISTORY     - 1993     MONUMENTED       NJGS
 AA5240  HISTORY     - 20030819 GOOD             INDIV
 AA5240
 AA5240                          STATION DESCRIPTION
 AA5240
 AA5240'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993 (ECB)
 AA5240'THE STATION IS LOCATED IN THE CITY OF ASBURY PARK.  TO REACH THE
 AA5240'STATION FROM THE INTERSECTION OF MAIN STREET, STATE ROUTE 71 AND
 AA5240'ASBURY AVENUE, STATE ROUTE 66 AND COUNTY ROAD 16, GO SOUTH ON STATE
 AA5240'ROUTE 71 FOR 0.7 MI (1.1 KM) TO THE INTERSECTION WITH LAKE AVENUE.
 AA5240'TURN LEFT AND GO EAST ON LAKE AVENUE FOR 0.55 MI (0.89 KM) TO THE
 AA5240'STATION ON THE RIGHT, SET FLUSH WITH THE GROUND IN A GRASS AREA ON THE
 AA5240'NORTH SHORE OF LAKE WESLEY.  THE STATION IS 6.6 M (21.7 FT) SOUTH FROM
 AA5240'THE SOUTH CURB OF LAKE AVENUE, 5.9 M (19.4 FT) SOUTH FROM A PARKING
 AA5240'METER NUMBER 156 155, 27.9 M (91.5 FT) WEST SOUTHWEST FROM A FIRE
 AA5240'HYDRANT, 18.9 M (62.0 FT) SOUTHWEST FROM THE EAST END OF A CAST IRON
 AA5240'PIPE RAIL FENCE ON THE EDGE OF LAKE WESLEY, 21.7 M (71.2 FT) EAST
 AA5240'SOUTHEAST FROM AN OVERHEAD LIGHT POLE NUMBER 2143, 25.9 M (85.0 FT)
 AA5240'WEST SOUTHWEST FROM AN OVERHEAD LIGHT POLE NUMBER 1095 AND 3.0 M (9.8
 AA5240'FT) NORTH FROM THE NORTH BULKHEAD OF LAKE WESLEY.
 AA5240
 AA5240                          STATION RECOVERY (2003)
 AA5240
 AA5240'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RMG)
 AA5240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6275 ***********************************************************************
 KV6275  DESIGNATION -  13 S 1
 KV6275  PID         -  KV6275
 KV6275  STATE/COUNTY-  NJ/MONMOUTH
 KV6275  USGS QUAD   -  ASBURY PARK (1989)
 KV6275
 KV6275                         *CURRENT SURVEY CONTROL
 KV6275  ___________________________________________________________________
 KV6275* NAD 83(1996)-  40 10 11.32110(N)    074 06 49.43737(W)     ADJUSTED  
 KV6275* NAVD 88     -        32.710  (meters)     107.32   (feet)  ADJUSTED  
 KV6275  ___________________________________________________________________
 KV6275  X           -   1,335,951.066 (meters)                     COMP
 KV6275  Y           -  -4,694,162.523 (meters)                     COMP
 KV6275  Z           -   4,092,411.493 (meters)                     COMP
 KV6275  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 KV6275  ELLIP HEIGHT-          -0.06  (meters)          (04/17/03) GPS OBS
 KV6275  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV6275  DYNAMIC HT  -          32.695 (meters)     107.27  (feet)  COMP
 KV6275  MODELED GRAV-     980,175.9   (mgal)                       NAVD 88
 KV6275
 KV6275  HORZ ORDER  -  FIRST
 KV6275  VERT ORDER  -  FIRST     CLASS II
 KV6275  ELLP ORDER  -  THIRD     CLASS I
 KV6275
 KV6275.The horizontal coordinates were established by GPS observations
 KV6275.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 KV6275
 KV6275.The orthometric height was determined by differential leveling
 KV6275.and adjusted by the National Geodetic Survey in June 1991..
 KV6275
 KV6275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6275
 KV6275.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6275
 KV6275.The ellipsoidal height was determined by GPS observations
 KV6275.and is referenced to NAD 83.
 KV6275
 KV6275.The geoid height was determined by GEOID03.
 KV6275
 KV6275.The dynamic height is computed by dividing the NAVD 88
 KV6275.geopotential number by the normal gravity value computed on the
 KV6275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6275.degrees latitude (g = 980.6199 gals.).
 KV6275
 KV6275.The modeled gravity was interpolated from observed gravity values.
 KV6275
 KV6275;                    North         East     Units Scale Factor Converg.
 KV6275;SPC NJ       -   148,439.285   182,899.763   MT  0.99991332   +0 14 57.0
 KV6275;SPC NJ       -   487,004.55    600,063.64   sFT  0.99991332   +0 14 57.0
 KV6275;UTM  18      - 4,446,981.406   575,464.301   MT  0.99967010   +0 34 18.2
 KV6275
 KV6275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6275!SPC NJ       -   1.00000001  x   0.99991332  =   0.99991333
 KV6275!UTM  18      -   1.00000001  x   0.99967010  =   0.99967011
 KV6275
 KV6275                          SUPERSEDED SURVEY CONTROL
 KV6275
 KV6275  NAVD 88 (04/17/03)   32.71   (m)          107.3    (f) LEVELING    3  
 KV6275  NGVD 29 (01/10/92)   33.036  (m)          108.39   (f) ADJUSTED    1 2
 KV6275
 KV6275.Superseded values are not recommended for survey control.
 KV6275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6275.See file dsdata.txt to determine how the superseded data were derived.
 KV6275
 KV6275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7546446981(NAD 83)
 KV6275_MARKER: DD = SURVEY DISK
 KV6275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6275_SP_SET: CONCRETE POST
 KV6275_STAMPING: 13 S 1 1989
 KV6275_MARK LOGO: NJGS  
 KV6275_PROJECTION: FLUSH
 KV6275_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6275+STABILITY: SURFACE MOTION
 KV6275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6275+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2006
 KV6275
 KV6275  HISTORY     - Date     Condition        Report By
 KV6275  HISTORY     - 1989     MONUMENTED       NJDT
 KV6275  HISTORY     - 19890614 GOOD             NJGS
 KV6275  HISTORY     - 20020202 GOOD             NJGS
 KV6275  HISTORY     - 20060202 GOOD             AASCO
 KV6275
 KV6275                          STATION DESCRIPTION
 KV6275
 KV6275'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6275'THE STATION IS IN WALL TOWNSHIP, IN THE MEDIAN OF INTERSTATE ROUTE
 KV6275'I195.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 34 AND
 KV6275'I195 GO 0.55 KM (0.34 MI) WEST ON I195 TO THE STATION ON THE LEFT,
 KV6275'57.9 M (190.0 FT) WEST SOUTHWEST FROM THE CENTER OF AN INLET ON THE
 KV6275'NORTH SIDE OF WESTBOUND I195, 56.0 M (183.7 FT) WEST FROM AN E TYPE
 KV6275'INLET IN THE MEDIAN, 0.25 M (0.82 FT) SOUTH FROM THE EDGE OF PAVEMENT
 KV6275'OF WESTBOUND I195, 4.85 M (15.91 FT) SOUTH FROM THE CENTERLINE OF THE
 KV6275'WESTBOUND LANES, 132.28 M (433.99 FT) NORTHEAST FROM THE NORTH POST
 KV6275'OF AN EXIT 35A SIGN, 32.98 M (108.20 FT) SOUTHEAST FROM THE EAST END
 KV6275'OF A GUIDE RAIL ON THE WESTBOUND LANES AT A 55 MPH SPEED LIMIT SIGN,
 KV6275'27.15 M (89.07 FT) NORTHWEST FROM THE EAST END OF A GUIDE RAIL ON THE
 KV6275'EASTBOUND LANES, 36.07 M (118.34 FT) NORTHEAST FROM AN E TYPE INLET
 KV6275'IN THE MEDIAN AT THE WEST END OF A ROW OF FORSYTHIA BUSHES AND FLUSH
 KV6275'WITH THE GROUND.
 KV6275
 KV6275                          STATION RECOVERY (2002)
 KV6275
 KV6275'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6275'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 KV6275'LOCATED 13.8 M
 KV6275'WEST ALONG THE MEDIAN FROM MILE POST 33.8  AND 0.25 M NORTH FROM A
 KV6275'METAL WITNESS POST.
 KV6275'.
 KV6275' 
 KV6275'
 KV6275
 KV6275                          STATION RECOVERY (2006)
 KV6275
 KV6275'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV6275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6325 ***********************************************************************
 KV6325  DESIGNATION -  13 S 2
 KV6325  PID         -  KV6325
 KV6325  STATE/COUNTY-  NJ/MONMOUTH
 KV6325  USGS QUAD   -  ALLENTOWN (1995)
 KV6325
 KV6325                         *CURRENT SURVEY CONTROL
 KV6325  ___________________________________________________________________
 KV6325* NAD 83(1986)-  40 10 38.     (N)    074 30 47.     (W)     SCALED    
 KV6325* NAVD 88     -        40.573  (meters)     133.11   (feet)  ADJUSTED  
 KV6325  ___________________________________________________________________
 KV6325  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KV6325  DYNAMIC HT  -          40.556 (meters)     133.06  (feet)  COMP
 KV6325  MODELED GRAV-     980,211.4   (mgal)                       NAVD 88
 KV6325
 KV6325  VERT ORDER  -  FIRST     CLASS II
 KV6325
 KV6325.The horizontal coordinates were scaled from a topographic map and have
 KV6325.an estimated accuracy of +/- 6 seconds.
 KV6325
 KV6325.The orthometric height was determined by differential leveling
 KV6325.and adjusted by the National Geodetic Survey in June 1991..
 KV6325
 KV6325.The geoid height was determined by GEOID03.
 KV6325
 KV6325.The dynamic height is computed by dividing the NAVD 88
 KV6325.geopotential number by the normal gravity value computed on the
 KV6325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6325.degrees latitude (g = 980.6199 gals.).
 KV6325
 KV6325.The modeled gravity was interpolated from observed gravity values.
 KV6325
 KV6325;                    North         East    Units  Estimated Accuracy
 KV6325;SPC NJ       -   149,190.      148,890.      MT  (+/- 180 meters Scaled)
 KV6325
 KV6325                          SUPERSEDED SURVEY CONTROL
 KV6325
 KV6325  NGVD 29 (01/10/92)   40.901  (m)          134.19   (f) ADJUSTED    1 2
 KV6325
 KV6325.Superseded values are not recommended for survey control.
 KV6325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6325.See file dsdata.txt to determine how the superseded data were derived.
 KV6325
 KV6325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK414475(NAD 83)
 KV6325_MARKER: Z = SEE DESCRIPTION
 KV6325_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6325_SP_SET: PREFAB CONC. POST IN EARTH
 KV6325_STAMPING: 13 S 2
 KV6325_MARK LOGO: NJGS  
 KV6325_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6325+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1989
 KV6325
 KV6325  HISTORY     - Date     Condition        Report By
 KV6325  HISTORY     - UNK      MONUMENTED       NJDT
 KV6325  HISTORY     - 19890626 GOOD             NJGS
 KV6325
 KV6325                          STATION DESCRIPTION
 KV6325
 KV6325'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6325'THE STATION IS LOCATED IN THE CENTER OF THE GRASS MEDIAN OF
 KV6325'INTERSTATE I195, IN UPPER FREEHOLD TOWNSHIP.  TO REACH THE STATION
 KV6325'FROM THE JUNCTION OF ROUTE I195, EXIT 11, AT BRIDGE STRUCTURE
 KV6325'1330.154 AND COUNTY ROUTE 43, IMLAYSTOWN HIGHTSTOWN ROAD, GO WEST
 KV6325'0.15 KM (0.09 MI) ON ROUTE I195 TO THE MARK ON THE LEFT, 217.5 M
 KV6325'(713.6 FT) WEST FROM AN E TYPE INLET IN THE MEDIAN, 8.22 M (26.97 FT)
 KV6325'SOUTH FROM THE SOUTH EDGE OF PAVING OF THE WEST BOUND LANES, 8.22 M
 KV6325'(26.97 FT) NORTH FROM THE NORTH EDGE OF PAVING OF THE EAST BOUND
 KV6325'LANES, 21.02 M (68.96 FT) EAST OF THE CENTERLINE OF A SIGN BRIDGE,
 KV6325'STRUCTURE NUMBER 1330.201, MILEPOST 11.60 FOR EXIT 11 AND SET 0.1 M
 KV6325'(0.3 FT) BELOW THE GROUND.  THE STATION IS A 0.02 M (0.07 FT)
 KV6325'DIAMETER BRASS PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6973 ***********************************************************************
 KV6973  DESIGNATION -  13 S 3
 KV6973  PID         -  KV6973
 KV6973  STATE/COUNTY-  NJ/MONMOUTH
 KV6973  USGS QUAD   -  FREEHOLD (1981)
 KV6973
 KV6973                         *CURRENT SURVEY CONTROL
 KV6973  ___________________________________________________________________
 KV6973* NAD 83(1996)-  40 15 46.60993(N)    074 19 11.57389(W)     ADJUSTED  
 KV6973* NAVD 88     -        48.1    (meters)     158.     (feet)  GPS OBS   
 KV6973  ___________________________________________________________________
 KV6973  X           -   1,317,251.537 (meters)                     COMP
 KV6973  Y           -  -4,692,521.556 (meters)                     COMP
 KV6973  Z           -   4,100,318.713 (meters)                     COMP
 KV6973  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 KV6973  ELLIP HEIGHT-          15.71  (meters)          (10/23/02) GPS OBS
 KV6973  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV6973
 KV6973  HORZ ORDER  -  FIRST
 KV6973  ELLP ORDER  -  FOURTH    CLASS I
 KV6973
 KV6973.The horizontal coordinates were established by GPS observations
 KV6973.and adjusted by the National Geodetic Survey in May 1999..
 KV6973
 KV6973.The orthometric height was determined by GPS observations and a
 KV6973.high-resolution geoid model.
 KV6973
 KV6973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6973
 KV6973.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6973
 KV6973.The ellipsoidal height was determined by GPS observations
 KV6973.and is referenced to NAD 83.
 KV6973
 KV6973.The geoid height was determined by GEOID03.
 KV6973
 KV6973;                    North         East     Units Scale Factor Converg.
 KV6973;SPC NJ       -   158,723.963   165,320.314   MT  0.99990289   +0 06 59.1
 KV6973;SPC NJ       -   520,746.87    542,388.40   sFT  0.99990289   +0 06 59.1
 KV6973;UTM  18      - 4,457,164.291   557,831.632   MT  0.99964117   +0 26 22.5
 KV6973
 KV6973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6973!SPC NJ       -   0.99999754  x   0.99990289  =   0.99990043
 KV6973!UTM  18      -   0.99999754  x   0.99964117  =   0.99963871
 KV6973
 KV6973                          SUPERSEDED SURVEY CONTROL
 KV6973
 KV6973  ELLIP H (05/14/99)   15.70   (m)                       GP(       ) 4 1
 KV6973  NAD 83(1986)-  40 15 46.61067(N)    074 19 11.57601(W) AD(       ) 1
 KV6973
 KV6973.Superseded values are not recommended for survey control.
 KV6973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6973.See file dsdata.txt to determine how the superseded data were derived.
 KV6973
 KV6973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5783257164(NAD 83)
 KV6973_MARKER: DD = SURVEY DISK
 KV6973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6973_SP_SET: CONCRETE POST
 KV6973_STAMPING: 13 S 3 1991
 KV6973_MARK LOGO: NJGS  
 KV6973_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6973+STABILITY: SURFACE MOTION
 KV6973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6973+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2002
 KV6973
 KV6973  HISTORY     - Date     Condition        Report By
 KV6973  HISTORY     - 1991     MONUMENTED       NJGS
 KV6973  HISTORY     - 19930622 GOOD
 KV6973  HISTORY     - 20020219 GOOD             INDIV
 KV6973  HISTORY     - 20021014 GOOD             INDIV
 KV6973
 KV6973                          STATION DESCRIPTION
 KV6973
 KV6973'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6973'THE STATION IS LOCATED IN MANALAPAN TOWNSHIP ON THE GROUNDS OF THE
 KV6973'MONMOUTH COUNTY PARK SYSTEM, THE MONMOUTH BATTLEGROUND STATE PARK. TO
 KV6973'REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 9 AND STATE
 KV6973'HIGHWAY 33 AT THE FORMER FREEHOLD CIRCLE, AT THE WEST EDGE OF THE
 KV6973'BOROUGH OF FREEHOLD, GO 1.6 MI (2.6 KM) WEST ON STATE HIGHWAY 33 TO
 KV6973'THE ENTRANCE TO THE PARK ON THE RIGHT.  TURN RIGHT AND GO 0.6 MI
 KV6973'(1.0 KM) NORTH ON THE PARK ROAD LEADING TO THE VISITORS CENTER TO THE
 KV6973'STATION ON THE RIGHT. THE STATION IS SET ON THE EAST SIDE OF THE
 KV6973'CIRCULAR ROAD LEADING TO THE VISITOR CENTER WHICH IS NORTHEAST OF THE
 KV6973'STATION.  THE STATION IS 27.2 M (89.2 FT) WEST SOUTHWEST OF A 0.4 M
 KV6973'(1.3 FT) DIAMETER METAL COVER, IN A CONCRETE PAD, FOR A PROPANE GAS
 KV6973'TANK, 2.0 M (6.6 FT) EAST OF THE BELGIAN BLOCK CURBLINE, 19.5 M
 KV6973'(64.0 FT) SOUTH SOUTHWEST OF A FIRE HYDRANT, 47.5 M (155.8 FT) SOUTH
 KV6973'SOUTHWEST OF THE SOUTHERLY OF TWO METAL FLAG POLES ON THE BRICK AREA
 KV6973'FOR THE VISITORS CENTER, 25.55 M (83.83 FT) NORTH OF THE CENTER OF A
 KV6973'MANHOLE COVER, JUST WEST OF A PINE TREE, 25.7 M (84.3 FT) SOUTH OF
 KV6973'THE END OF THE BELGIAN BLOCK CURB AND THE BEGINNING OF A GRANITE
 KV6973'CURB, NEAR THE SOUTH END OF THE BRICK PEDESTRIAN AREA AND 10.9 M
 KV6973'(35.8 FT) SOUTHEAST OF THE CENTER OF AN INLET.  THE STATION IS SET
 KV6973'FLUSH WITH THE GROUND.
 KV6973
 KV6973                          STATION RECOVERY (1993)
 KV6973
 KV6973'RECOVERED 1993
 KV6973'RECOVERED IN GOOD CONDITION.
 KV6973
 KV6973                          STATION RECOVERY (2002)
 KV6973
 KV6973'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (ML)
 KV6973'13S3
 KV6973
 KV6973                          STATION RECOVERY (2002)
 KV6973
 KV6973'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RD)
 KV6973'BENCHMARK IS IN GOOD CONDITION AND EASILY ACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5238 ***********************************************************************
 AA5238  DESIGNATION -  13 S 5
 AA5238  PID         -  AA5238
 AA5238  STATE/COUNTY-  NJ/MONMOUTH
 AA5238  USGS QUAD   -  ASBURY PARK (1989)
 AA5238
 AA5238                         *CURRENT SURVEY CONTROL
 AA5238  ___________________________________________________________________
 AA5238* NAD 83(1996)-  40 08 02.13335(N)    074 07 19.70299(W)     ADJUSTED  
 AA5238* NAVD 88     -        32.6    (meters)     107.     (feet)  GPS OBS   
 AA5238  ___________________________________________________________________
 AA5238  X           -   1,335,965.166 (meters)                     COMP
 AA5238  Y           -  -4,696,829.665 (meters)                     COMP
 AA5238  Z           -   4,089,365.742 (meters)                     COMP
 AA5238  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 AA5238  ELLIP HEIGHT-          -0.28  (meters)          (10/23/02) GPS OBS
 AA5238  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 AA5238
 AA5238  HORZ ORDER  -  FIRST
 AA5238  ELLP ORDER  -  FOURTH    CLASS I
 AA5238
 AA5238.The horizontal coordinates were established by GPS observations
 AA5238.and adjusted by the National Geodetic Survey in May 1999..
 AA5238
 AA5238.The orthometric height was determined by GPS observations and a
 AA5238.high-resolution geoid model.
 AA5238
 AA5238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5238
 AA5238.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5238
 AA5238.The ellipsoidal height was determined by GPS observations
 AA5238.and is referenced to NAD 83.
 AA5238
 AA5238.The geoid height was determined by GEOID03.
 AA5238
 AA5238;                    North         East     Units Scale Factor Converg.
 AA5238;SPC NJ       -   144,451.952   182,200.640   MT  0.99991276   +0 14 36.8
 AA5238;SPC NJ       -   473,922.78    597,769.93   sFT  0.99991276   +0 14 36.8
 AA5238;UTM  18      - 4,442,991.174   574,787.793   MT  0.99966885   +0 33 57.1
 AA5238
 AA5238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5238!SPC NJ       -   1.00000004  x   0.99991276  =   0.99991280
 AA5238!UTM  18      -   1.00000004  x   0.99966885  =   0.99966889
 AA5238
 AA5238                          SUPERSEDED SURVEY CONTROL
 AA5238
 AA5238  ELLIP H (05/14/99)   -0.30   (m)                       GP(       ) 4 1
 AA5238  NAD 83(1992)-  40 08 02.13280(N)    074 07 19.70602(W) AD(       ) 1
 AA5238  ELLIP H (05/22/95)   -0.21   (m)                       GP(       ) 3 1
 AA5238
 AA5238.Superseded values are not recommended for survey control.
 AA5238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5238.See file dsdata.txt to determine how the superseded data were derived.
 AA5238
 AA5238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7478842991(NAD 83)
 AA5238_MARKER: DD = SURVEY DISK
 AA5238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5238_STAMPING: 13 S 5
 AA5238_MARK LOGO: NJGS  
 AA5238_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5238+STABILITY: SURFACE MOTION
 AA5238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5238+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5238
 AA5238  HISTORY     - Date     Condition        Report By
 AA5238  HISTORY     - 1993     MONUMENTED       NJGS
 AA5238
 AA5238                          STATION DESCRIPTION
 AA5238
 AA5238'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993 (FAC)
 AA5238'THE STATION IS LOCATED IN WALL TOWNSHIP ON THE NORTHEAST SIDE OF
 AA5238'SQUANKUM ROAD, COUNTY ROAD 21, AT THE GROUP CAMPING ENTRANCE TO
 AA5238'ALLAIRE STATE PARK, JUST NORTHEAST FROM THE TEE INTERSECTION WITH
 AA5238'ALLENWOOD LAKEWOOD ROAD.  TO REACH THE STATION FROM THE INTERSECTION
 AA5238'OF INTERSTATE HIGHWAY 195 AND LAKEWOOD FARMINGDALE ROAD, COUNTY ROAD
 AA5238'547, IN SQUANKUM AT INTERCHANGE 31A, GO SOUTH ON COUNTY ROAD 547 FOR
 AA5238'0.35 MI (0.56 KM) TO THE CROSSROADS INTERSECTION WITH HERBERTSVILLE
 AA5238'ROAD, COUNTY ROAD 549 TO THE SOUTHEAST AND OLD TAVERN ROAD, COUNTY
 AA5238'ROAD 21, TO THE NORTHWEST.  TURN LEFT AND GO SOUTHEAST ON COUNTY ROAD
 AA5238'549 FOR 1.40 MI (2.25 KM) TO A FORK.  BEAR TO THE LEFT AND CONTINUE
 AA5238'SOUTHEAST ON COUNTY ROAD 21 FOR 1.35 MI (2.17 KM) TO THE STATION ON
 AA5238'THE LEFT, SET FLUSH WITH THE GROUND IN LINE WITH A ROW OF TIMBER PILES
 AA5238'FOR A TRAFFIC BARRICADE AT THE GROUP CAMPING ENTRANCE TO ALLAIRE STATE
 AA5238'PARK.  THE STATION IS 82.0 FT (25.0 M) NORTH NORTHEAST FROM THE
 AA5238'CENTERLINE OF COUNTY ROAD 21, 3.4 FT (1.0 M) NORTHEAST FROM THE FIRST
 AA5238'TIMBER PILE NORTHEAST OF THE ENTRANCE SIGN, 3.1 FT (0.9 M) SOUTHWEST
 AA5238'FROM THE SECOND PILE NORTHEAST OF THE ENTRANCE SIGN, 11.7 FT (3.6 M)
 AA5238'NORTHEAST FROM THE NORTHEAST LEG OF THE ENTRANCE SIGN, 98.5 FT (30.0
 AA5238'M) NORTH FROM A POLE WITH NO NUMBER ON THE EAST SIDE OF COUNTY ROAD
 AA5238'21, SOUTHEAST FROM THE PARK ENTRANCE AND 105.5 FT (32.2 M) EAST FROM A
 AA5238'POLE WITH NO NUMBER ON THE EAST SIDE OF COUNTY ROAD 21, NORTHWEST FROM
 AA5238'THE PARK ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6276 ***********************************************************************
 KV6276  DESIGNATION -  13 T 1
 KV6276  PID         -  KV6276
 KV6276  STATE/COUNTY-  NJ/MONMOUTH
 KV6276  USGS QUAD   -  ASBURY PARK (1989)
 KV6276
 KV6276                         *CURRENT SURVEY CONTROL
 KV6276  ___________________________________________________________________
 KV6276* NAD 83(1996)-  40 10 13.24667(N)    074 07 20.21146(W)     ADJUSTED  
 KV6276* NAVD 88     -        30.453  (meters)      99.91   (feet)  ADJUSTED  
 KV6276  ___________________________________________________________________
 KV6276  X           -   1,335,239.746 (meters)                     COMP
 KV6276  Y           -  -4,694,323.295 (meters)                     COMP
 KV6276  Z           -   4,092,455.431 (meters)                     COMP
 KV6276  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 KV6276  ELLIP HEIGHT-          -2.30  (meters)          (10/23/02) GPS OBS
 KV6276  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV6276  DYNAMIC HT  -          30.440 (meters)      99.87  (feet)  COMP
 KV6276  MODELED GRAV-     980,177.7   (mgal)                       NAVD 88
 KV6276
 KV6276  HORZ ORDER  -  FIRST
 KV6276  VERT ORDER  -  FIRST     CLASS II
 KV6276  ELLP ORDER  -  FOURTH    CLASS I
 KV6276
 KV6276.The horizontal coordinates were established by GPS observations
 KV6276.and adjusted by the National Geodetic Survey in May 1999..
 KV6276
 KV6276.The orthometric height was determined by differential leveling
 KV6276.and adjusted by the National Geodetic Survey in June 1991..
 KV6276
 KV6276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6276
 KV6276.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6276
 KV6276.The ellipsoidal height was determined by GPS observations
 KV6276.and is referenced to NAD 83.
 KV6276
 KV6276.The geoid height was determined by GEOID03.
 KV6276
 KV6276.The dynamic height is computed by dividing the NAVD 88
 KV6276.geopotential number by the normal gravity value computed on the
 KV6276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6276.degrees latitude (g = 980.6199 gals.).
 KV6276
 KV6276.The modeled gravity was interpolated from observed gravity values.
 KV6276
 KV6276;                    North         East     Units Scale Factor Converg.
 KV6276;SPC NJ       -   148,495.540   182,171.414   MT  0.99991274   +0 14 37.2
 KV6276;SPC NJ       -   487,189.12    597,674.05   sFT  0.99991274   +0 14 37.2
 KV6276;UTM  18      - 4,447,033.547   574,735.825   MT  0.99966876   +0 33 58.4
 KV6276
 KV6276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6276!SPC NJ       -   1.00000036  x   0.99991274  =   0.99991310
 KV6276!UTM  18      -   1.00000036  x   0.99966876  =   0.99966912
 KV6276
 KV6276                          SUPERSEDED SURVEY CONTROL
 KV6276
 KV6276  ELLIP H (05/14/99)   -2.32   (m)                       GP(       ) 4 1
 KV6276  NAD 83(1992)-  40 10 13.24628(N)    074 07 20.21445(W) AD(       ) 1
 KV6276  ELLIP H (04/25/94)   -2.23   (m)                       GP(       ) 3 1
 KV6276  NAD 83(1986)-  40 10 13.24780(N)    074 07 20.21424(W) AD(       ) 1
 KV6276  NAVD 88 (05/22/95)   30.45   (m)           99.9    (f) LEVELING    3  
 KV6276  NAVD 88 (02/25/94)   30.45   (m)           99.9    (f) LEVELING    3  
 KV6276  NGVD 29 (01/10/92)   30.779  (m)          100.98   (f) ADJUSTED    1 2
 KV6276
 KV6276.Superseded values are not recommended for survey control.
 KV6276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6276.See file dsdata.txt to determine how the superseded data were derived.
 KV6276
 KV6276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7473647034(NAD 83)
 KV6276_MARKER: DD = SURVEY DISK
 KV6276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6276_SP_SET: CONCRETE POST
 KV6276_STAMPING: 13 T 1 1989
 KV6276_MARK LOGO: NJGS  
 KV6276_PROJECTION: FLUSH
 KV6276_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6276+STABILITY: SURFACE MOTION
 KV6276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6276+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6276
 KV6276  HISTORY     - Date     Condition        Report By
 KV6276  HISTORY     - 1989     MONUMENTED       NJGS
 KV6276  HISTORY     - 19890614 GOOD             NJGS
 KV6276  HISTORY     - 19921221 GOOD             NJGS
 KV6276  HISTORY     - 19930325 GOOD             NJHA
 KV6276  HISTORY     - 19931122 GOOD             NJGS
 KV6276  HISTORY     - 20020202 GOOD             NJGS
 KV6276
 KV6276                          STATION DESCRIPTION
 KV6276
 KV6276'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6276'THE STATION IS IN WALL TOWNSHIP, IN THE GRASS MEDIAN OF INTERSTATE
 KV6276'ROUTE I195.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 34
 KV6276'AND I195, GO 1.46 KM (0.91 MI) WEST ON I195 TO THE STATION ON THE
 KV6276'LEFT, 2.0 M (6.6 FT) SOUTH FROM THE EDGE OF THE WESTBOUND PAVEMENT,
 KV6276'7.2 M (23.6 FT) SOUTH FROM THE CENTERLINE OF THE WESTBOUND LANES,
 KV6276'78.8 M (258.5 FT) WEST SOUTHWEST FROM THE EAST END OF A GUIDE RAIL,
 KV6276'13.1 M (43.0 FT) NORTH FROM THE EDGE OF PAVEMENT OF THE EASTBOUND
 KV6276'LANES AND FLUSH WITH THE GROUND.
 KV6276
 KV6276                          STATION RECOVERY (1992)
 KV6276
 KV6276'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV6276'RECOVERED IN GOOD CONDITION.
 KV6276
 KV6276                          STATION RECOVERY (1993)
 KV6276
 KV6276'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 KV6276'THE STATION WAS RECOVERD AS DESCRIBED.
 KV6276
 KV6276                          STATION RECOVERY (1993)
 KV6276
 KV6276'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (ECB)
 KV6276'RECOVERED AS DESCRIBED AS IN THE L25235 LEVEL PROJECT.
 KV6276
 KV6276                          STATION RECOVERY (2002)
 KV6276
 KV6276'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6276'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 KV6276'LOCATED 57.0 M
 KV6276'EAST ALONG THE MEDIAN FROM MILE POST 33.3 AND 0.25 M NORTH FROM A
 KV6276'METAL WITNESS POST.
 KV6276' 
 KV6276' 
 KV6276'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6334 ***********************************************************************
 KV6334  DESIGNATION -  13 T 2
 KV6334  PID         -  KV6334
 KV6334  STATE/COUNTY-  NJ/MONMOUTH
 KV6334  USGS QUAD   -  ALLENTOWN (1995)
 KV6334
 KV6334                         *CURRENT SURVEY CONTROL
 KV6334  ___________________________________________________________________
 KV6334* NAD 83(1986)-  40 10 38.     (N)    074 31 13.     (W)     SCALED    
 KV6334* NAVD 88     -        37.877  (meters)     124.27   (feet)  ADJUSTED  
 KV6334  ___________________________________________________________________
 KV6334  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV6334  DYNAMIC HT  -          37.861 (meters)     124.22  (feet)  COMP
 KV6334  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 KV6334
 KV6334  VERT ORDER  -  FIRST     CLASS II
 KV6334
 KV6334.The horizontal coordinates were scaled from a topographic map and have
 KV6334.an estimated accuracy of +/- 6 seconds.
 KV6334
 KV6334.The orthometric height was determined by differential leveling
 KV6334.and adjusted by the National Geodetic Survey in June 1991..
 KV6334
 KV6334.The geoid height was determined by GEOID03.
 KV6334
 KV6334.The dynamic height is computed by dividing the NAVD 88
 KV6334.geopotential number by the normal gravity value computed on the
 KV6334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6334.degrees latitude (g = 980.6199 gals.).
 KV6334
 KV6334.The modeled gravity was interpolated from observed gravity values.
 KV6334
 KV6334;                    North         East    Units  Estimated Accuracy
 KV6334;SPC NJ       -   149,190.      148,270.      MT  (+/- 180 meters Scaled)
 KV6334
 KV6334                          SUPERSEDED SURVEY CONTROL
 KV6334
 KV6334  NGVD 29 (01/10/92)   38.205  (m)          125.34   (f) ADJUSTED    1 2
 KV6334
 KV6334.Superseded values are not recommended for survey control.
 KV6334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6334.See file dsdata.txt to determine how the superseded data were derived.
 KV6334
 KV6334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK408475(NAD 83)
 KV6334_MARKER: Z = SEE DESCRIPTION
 KV6334_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6334_SP_SET: PREFAB CONC. POST IN EARTH
 KV6334_STAMPING: 13 T 2
 KV6334_MARK LOGO: NJGS  
 KV6334_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6334+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1989
 KV6334
 KV6334  HISTORY     - Date     Condition        Report By
 KV6334  HISTORY     - UNK      MONUMENTED       NJDT
 KV6334  HISTORY     - 19890627 GOOD             NJGS
 KV6334
 KV6334                          STATION DESCRIPTION
 KV6334
 KV6334'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6334'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE I195, IN
 KV6334'UPPER FREEHOLD TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6334'ROUTE I195, EXIT 11, AND COUNTY ROUTE 43, IMLAYSTOWN HIGHTSTOWN ROAD,
 KV6334'GO WEST 0.7 KM (0.4 MI) ON ROUTE I195 TO THE MARK ON THE LEFT, 8.25 M
 KV6334'(27.07 FT) SOUTH FROM THE EDGE OF THE WESTBOUND LANES, 8.25 M (27.07
 KV6334'FT) NORTH FROM THE EDGE OF THE EASTBOUND LANES, 9.15 M (30.02 FT)
 KV6334'SOUTHWEST FROM A DEER AREA SIGN, 103.0 M (337.9 FT) EAST FROM AN E
 KV6334'TYPE INLET IN THE MEDIAN, 129.0 M (423.2 FT) WEST FROM AN E TYPE
 KV6334'INLET IN THE MEDIAN AND SET 0.1 M (0.3 FT) BELOW THE GROUND.  THE
 KV6334'STATION IS A 0.02 M (0.07 FT) DIAMETER BRASS PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6974 ***********************************************************************
 KV6974  DESIGNATION -  13 T 3
 KV6974  PID         -  KV6974
 KV6974  STATE/COUNTY-  NJ/MONMOUTH
 KV6974  USGS QUAD   -  FREEHOLD (1981)
 KV6974
 KV6974                         *CURRENT SURVEY CONTROL
 KV6974  ___________________________________________________________________
 KV6974* NAD 83(1996)-  40 15 33.98139(N)    074 17 28.01044(W)     ADJUSTED  
 KV6974* NAVD 88     -        46.1    (meters)     151.     (feet)  GPS OBS   
 KV6974  ___________________________________________________________________
 KV6974  X           -   1,319,675.190 (meters)                     COMP
 KV6974  Y           -  -4,692,100.480 (meters)                     COMP
 KV6974  Z           -   4,100,020.201 (meters)                     COMP
 KV6974  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 KV6974  ELLIP HEIGHT-          13.75  (meters)          (10/23/02) GPS OBS
 KV6974  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV6974
 KV6974  HORZ ORDER  -  FIRST
 KV6974  ELLP ORDER  -  FOURTH    CLASS I
 KV6974
 KV6974.The horizontal coordinates were established by GPS observations
 KV6974.and adjusted by the National Geodetic Survey in May 1999..
 KV6974
 KV6974.The orthometric height was determined by GPS observations and a
 KV6974.high-resolution geoid model.
 KV6974
 KV6974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6974
 KV6974.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6974
 KV6974.The ellipsoidal height was determined by GPS observations
 KV6974.and is referenced to NAD 83.
 KV6974
 KV6974.The geoid height was determined by GEOID03.
 KV6974
 KV6974;                    North         East     Units Scale Factor Converg.
 KV6974;SPC NJ       -   158,339.850   167,768.119   MT  0.99990389   +0 08 06.0
 KV6974;SPC NJ       -   519,486.66    550,419.24   sFT  0.99990389   +0 08 06.0
 KV6974;UTM  18      - 4,456,794.087   560,280.926   MT  0.99964473   +0 27 29.3
 KV6974
 KV6974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6974!SPC NJ       -   0.99999784  x   0.99990389  =   0.99990173
 KV6974!UTM  18      -   0.99999784  x   0.99964473  =   0.99964257
 KV6974
 KV6974                          SUPERSEDED SURVEY CONTROL
 KV6974
 KV6974  ELLIP H (05/14/99)   13.74   (m)                       GP(       ) 4 1
 KV6974  NAD 83(1992)-  40 15 33.98098(N)    074 17 28.01054(W) AD(       ) 1
 KV6974  ELLIP H (09/14/94)   13.69   (m)                       GP(       ) 3 1
 KV6974  NAD 83(1986)-  40 15 33.98218(N)    074 17 28.01267(W) AD(       ) 1
 KV6974
 KV6974.Superseded values are not recommended for survey control.
 KV6974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6974.See file dsdata.txt to determine how the superseded data were derived.
 KV6974
 KV6974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6028156794(NAD 83)
 KV6974_MARKER: DD = SURVEY DISK
 KV6974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6974_SP_SET: CONCRETE POST
 KV6974_STAMPING: 13 T 3 1991
 KV6974_MARK LOGO: NJGS  
 KV6974_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6974+STABILITY: SURFACE MOTION
 KV6974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6974+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1993
 KV6974
 KV6974  HISTORY     - Date     Condition        Report By
 KV6974  HISTORY     - 1991     MONUMENTED       NJGS
 KV6974  HISTORY     - 19930806 GOOD             NJGS
 KV6974
 KV6974                          STATION DESCRIPTION
 KV6974
 KV6974'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6974'THE STATION IS LOCATED IN FREEHOLD TOWNSHIP AT THE JUNCTION OF
 KV6974'U.S.HIGHWAY 9 AND STATE HIGHWAY 33 BUSINESS AND MANALAPAN AVENUE, AT
 KV6974'THE SITE OF THE FORMER FREEHOLD CIRCLE, JUST WEST OF THE BOROUGH OF
 KV6974'FREEHOLD.  THE STATION IS SET SOUTHEAST FROM THE CENTERLINE
 KV6974'INTERSECTION OF U.S. HIGHWAY 9 AND STATE HIGHWAY 33 BUSINESS, AT THE
 KV6974'JUGHANDLE FROM NORTHBOUND U.S. HIGHWAY 9 ONTO STATE HIGHWAY 33 WEST
 KV6974'BUSINESS AND COUNTY ROAD 24, MANALAPAN AVENUE, TRENTON.  THE STATION
 KV6974'IS 35.2 M (115.5 FT) WEST OF STREET LIGHT NUMBER A4154, 11.5 M
 KV6974'(37.7 FT) SOUTH OF STREET LIGHT NUMBER A2156, 18.8 M (61.7 FT) SOUTH
 KV6974'SOUTHEAST OF THE NOSE, ON THE NORTH SIDE OF THE RAMP, HOLDING THE
 KV6974'DIRECTION SIGN FOR 33 WEST BUSINESS, MANALAPAN AVENUE, TRENTON, 17.8
 KV6974'M (58.4 FT) NORTH NORTHEAST OF THE TRAFFIC SIGNAL FOR WESTBOUND STATE
 KV6974'HIGHWAY 33 BUSINESS LANES APPROACHING THE JUNCTION, 18.3 M (60.0 FT)
 KV6974'NORTH OF THE EAST LEG FOR THE LANE DIRECTION SIGN FOR THE WESTBOUND
 KV6974'STATE HIGHWAY 33 LANES, 23.9 M (78.4 FT) NORTH NORTHWEST OF THE
 KV6974'CENTER OF A RECTANGULAR STATE HIGHWAY DEPARTMENT MANHOLE, 15.7 M
 KV6974'(51.5 FT) NORTHEAST OF THE CENTER OF A RECTANGLUAR STATE HEGHWAY
 KV6974'DEPARTMENT MANHOLE AND ABOUT 29.0 M (95.1 FT) SOUTH OF THE CENTERLINE
 KV6974'EXTENDED OF MANALAPAN AVENUE.  THE STATION IS SET FLUSH WITH THE
 KV6974'GROUND.
 KV6974
 KV6974                          STATION RECOVERY (1993)
 KV6974
 KV6974'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6974'THE STATION IS LOCATED IN FREEHOLD TOWNSHIP AT THE JUNCTION OF U.S
 KV6974'.HIGHWAY 9 AND STATE ROUTE 33 BUSINESS AND MANALAPAN AVENUE, AT THE
 KV6974'SITE OF THE FORMER FREEHOLD CIRCLE, JUST WEST OF THE BOROUGH OF
 KV6974'FREEHOLD.  THE STATION IS SET SOUTHEAST FROM THE CENTERLINE
 KV6974'INTERSECTION OF U.S. HIGHWAY 9 AND STATE ROUTE 33 BUSINESS, AT THE
 KV6974'JUGHANDLE FROM NORTHBOUND U.S. HIGHWAY 9 ONTO STATE ROUTE 33 WEST
 KV6974'BUSINESS AND COUNTY ROAD 24, MANALAPAN AVENUE.  THE STATION IS 35.2 M
 KV6974'(115.5 FT) WEST OF STREET LIGHT NUMBER A4154, 11.5 M (37.7 FT) SOUTH
 KV6974'OF STREET LIGHT NUMBER A2156, 18.8 M (61.7 FT) SOUTH SOUTHEAST OF THE
 KV6974'NOSE, ON THE NORTH SIDE OF THE RAMP, HOLDING THE DIRECTION SIGN FOR
 KV6974'33 WEST BUSINESS, MANALAPAN AVENUE  TRENTON, 17.8 M (58.4 FT) NORTH
 KV6974'NORTHEAST OF THE TRAFFIC SIGNAL FOR WESTBOUND STATE ROUTE 33 BUSINESS
 KV6974'LANES APPROACHING THE JUNCTION, 18.3 M (60.0 FT) NORTH OF THE EAST
 KV6974'LEG FOR THE LANE DIRECTION SIGN FOR THE WESTBOUND STATE ROUTE 33
 KV6974'LANES, 23.9 M (78.4 FT) NORTH NORTHWEST OF THE CENTER OF A
 KV6974'RECTANGULAR STATE HIGHWAY DEPARTMENT MANHOLE, 15.7 M (51.5 FT)
 KV6974'NORTHEAST OF THE CENTER OF A RECTANGLUAR STATE HIGHWAY DEPARTMENT
 KV6974'MANHOLE AND ABOUT 29.0 M (95.1 FT) SOUTH OF THE CENTERLINE EXTENDED
 KV6974'OF MANALAPAN AVENUE.  THE STATION IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5242 ***********************************************************************
 AA5242  DESIGNATION -  13 T 5
 AA5242  PID         -  AA5242
 AA5242  STATE/COUNTY-  NJ/MONMOUTH
 AA5242  USGS QUAD   -  ASBURY PARK (1989)
 AA5242
 AA5242                         *CURRENT SURVEY CONTROL
 AA5242  ___________________________________________________________________
 AA5242* NAD 83(1996)-  40 14 12.87479(N)    074 02 18.33231(W)     ADJUSTED  
 AA5242* NAVD 88     -        15.5    (meters)      51.     (feet)  GPS OBS   
 AA5242  ___________________________________________________________________
 AA5242  X           -   1,340,793.570 (meters)                     COMP
 AA5242  Y           -  -4,687,766.045 (meters)                     COMP
 AA5242  Z           -   4,098,090.762 (meters)                     COMP
 AA5242  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 AA5242  ELLIP HEIGHT-         -17.25  (meters)          (10/23/02) GPS OBS
 AA5242  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 AA5242
 AA5242  HORZ ORDER  -  FIRST
 AA5242  ELLP ORDER  -  FOURTH    CLASS I
 AA5242
 AA5242.The horizontal coordinates were established by GPS observations
 AA5242.and adjusted by the National Geodetic Survey in May 1999..
 AA5242
 AA5242.The orthometric height was determined by GPS observations and a
 AA5242.high-resolution geoid model.
 AA5242
 AA5242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5242
 AA5242.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5242
 AA5242.The ellipsoidal height was determined by GPS observations
 AA5242.and is referenced to NAD 83.
 AA5242
 AA5242.The geoid height was determined by GEOID03.
 AA5242
 AA5242;                    North         East     Units Scale Factor Converg.
 AA5242;SPC NJ       -   155,919.685   189,275.204   MT  0.99991898   +0 17 53.4
 AA5242;SPC NJ       -   511,546.50    620,980.40   sFT  0.99991898   +0 17 53.4
 AA5242;UTM  18      - 4,454,495.801   581,795.980   MT  0.99968236   +0 37 16.2
 AA5242
 AA5242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5242!SPC NJ       -   1.00000271  x   0.99991898  =   0.99992169
 AA5242!UTM  18      -   1.00000271  x   0.99968236  =   0.99968507
 AA5242
 AA5242                          SUPERSEDED SURVEY CONTROL
 AA5242
 AA5242  ELLIP H (05/14/99)  -17.27   (m)                       GP(       ) 4 1
 AA5242  NAD 83(1992)-  40 14 12.87440(N)    074 02 18.33410(W) AD(       ) 1
 AA5242  ELLIP H (05/22/95)  -17.27   (m)                       GP(       ) 3 1
 AA5242
 AA5242.Superseded values are not recommended for survey control.
 AA5242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5242.See file dsdata.txt to determine how the superseded data were derived.
 AA5242
 AA5242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8179654496(NAD 83)
 AA5242_MARKER: DD = SURVEY DISK
 AA5242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5242_STAMPING: 13 T 5 1994
 AA5242_MARK LOGO: NJGS  
 AA5242_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5242+STABILITY: SURFACE MOTION
 AA5242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5242+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 AA5242
 AA5242  HISTORY     - Date     Condition        Report By
 AA5242  HISTORY     - 1994     MONUMENTED       NJGS
 AA5242  HISTORY     - 20030331 GOOD             JCLS
 AA5242
 AA5242                          STATION DESCRIPTION
 AA5242
 AA5242'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA5242'THE STATION IS LOCATED IN OCEAN TOWNSHIP ON THE SOUTHEAST SIDE OF A
 AA5242'PARKING LOT FOR THE OCEAN PLAZA STRIP SHOPPING CENTER COMPLEX ON THE
 AA5242'NORTHWEST SIDE OF STATE ROUTE 35.  THE STATION IS NORTHWEST FROM THE
 AA5242'EXIT RAMP LEADING FROM THE SOUTHBOUND LANES OF STATE ROUTE 35 TO THE
 AA5242'JUNCTION OF NORTH SEAVIEW SQUARE DRIVE AT THE SEAVIEW SQUARE MALL. THE
 AA5242'STATION IS ALSO ABOUT 0.3 MI (0.5 KM) SOUTHEAST FROM THE U.S. ARMY
 AA5242'OBSERVATION TOWER AT OAKHURST.  TO REACH THE STATION FROM THE JUNCTION
 AA5242'OF STATE ROUTE 66, ASBURY AVENUE AND STATE ROUTE 35, GO 0.6 MI (1.0
 AA5242'KM) NORTH ON STATE ROUTE 35 TO THE JUGHANDLE TURN FOR SUNSET AVENUE
 AA5242'AND NORTH SEAVIEW SQUARE DRIVE.  TURN LEFT AROUND THE JUGHANDLE AND GO
 AA5242'0.1 MI (0.2 KM) NORTHWEST FROM THE CENTERLINE INTERSECTION OF STATE
 AA5242'ROUTE 35 TO THE ENTRANCE DRIVE TO OCEAN PLAZA ON THE RIGHT.  TURN
 AA5242'RIGHT AND GO 0.05 MI (0.08 KM) EAST SOUTHEAST ALONG THE SOUTHEAST EDGE
 AA5242'OF THE PARKING LOT TO THE STATION ON THE RIGHT.  THE STATION IS 11.3 M
 AA5242'(37.1 FT) EAST FROM THE EAST END OF A METAL GUIDE RAIL AT AN ANGLE
 AA5242'POINT IN THE PARKING LOT, 7.2 M (23.6 FT) NORTHWEST FROM THE NORTHWEST
 AA5242'CURB OF THE RAMP, 14.9 M (48.9 FT) NORTH FROM THE CENTER OF AN INLET
 AA5242'ON THE SOUTH CURB OF THE RAMP AND 3.0 M (9.8 FT) SOUTHEAST FROM THE
 AA5242'SOUTHEAST EDGE OF PAVING OF THE PARKING LOT.  THE STATION IS SET FLUSH
 AA5242'WITH THE GROUND.
 AA5242
 AA5242                          STATION RECOVERY (2003)
 AA5242
 AA5242'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AA5242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6277 ***********************************************************************
 KV6277  DESIGNATION -  13 U 1
 KV6277  PID         -  KV6277
 KV6277  STATE/COUNTY-  NJ/MONMOUTH
 KV6277  USGS QUAD   -  FARMINGDALE (1989)
 KV6277
 KV6277                         *CURRENT SURVEY CONTROL
 KV6277  ___________________________________________________________________
 KV6277* NAD 83(1996)-  40 10 04.78140(N)    074 08 02.55762(W)     ADJUSTED  
 KV6277* NAVD 88     -        25.514  (meters)      83.71   (feet)  ADJUSTED  
 KV6277  ___________________________________________________________________
 KV6277  X           -   1,334,320.988 (meters)                     COMP
 KV6277  Y           -  -4,694,755.703 (meters)                     COMP
 KV6277  Z           -   4,092,252.732 (meters)                     COMP
 KV6277  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 KV6277  ELLIP HEIGHT-          -7.23  (meters)          (10/23/02) GPS OBS
 KV6277  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV6277  DYNAMIC HT  -          25.502 (meters)      83.67  (feet)  COMP
 KV6277  MODELED GRAV-     980,179.5   (mgal)                       NAVD 88
 KV6277
 KV6277  HORZ ORDER  -  FIRST
 KV6277  VERT ORDER  -  FIRST     CLASS II
 KV6277  ELLP ORDER  -  FOURTH    CLASS I
 KV6277
 KV6277.The horizontal coordinates were established by GPS observations
 KV6277.and adjusted by the National Geodetic Survey in May 1999..
 KV6277
 KV6277.The orthometric height was determined by differential leveling
 KV6277.and adjusted by the National Geodetic Survey in June 1991..
 KV6277
 KV6277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6277
 KV6277.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6277
 KV6277.The ellipsoidal height was determined by GPS observations
 KV6277.and is referenced to NAD 83.
 KV6277
 KV6277.The geoid height was determined by GEOID03.
 KV6277
 KV6277.The dynamic height is computed by dividing the NAVD 88
 KV6277.geopotential number by the normal gravity value computed on the
 KV6277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6277.degrees latitude (g = 980.6199 gals.).
 KV6277
 KV6277.The modeled gravity was interpolated from observed gravity values.
 KV6277
 KV6277;                    North         East     Units Scale Factor Converg.
 KV6277;SPC NJ       -   148,230.269   181,170.614   MT  0.99991196   +0 14 09.8
 KV6277;SPC NJ       -   486,318.81    594,390.59   sFT  0.99991196   +0 14 09.8
 KV6277;UTM  18      - 4,446,762.713   573,736.778   MT  0.99966693   +0 33 30.9
 KV6277
 KV6277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6277!SPC NJ       -   1.00000113  x   0.99991196  =   0.99991309
 KV6277!UTM  18      -   1.00000113  x   0.99966693  =   0.99966806
 KV6277
 KV6277                          SUPERSEDED SURVEY CONTROL
 KV6277
 KV6277  ELLIP H (05/14/99)   -7.25   (m)                       GP(       ) 4 1
 KV6277  NAD 83(1992)-  40 10 04.78089(N)    074 08 02.56050(W) AD(       ) 1
 KV6277  ELLIP H (05/22/95)   -7.17   (m)                       GP(       ) 3 1
 KV6277  NAD 83(1986)-  40 10 04.78256(N)    074 08 02.56043(W) AD(       ) 1
 KV6277  NAVD 88 (05/22/95)   25.51   (m)           83.7    (f) LEVELING    3  
 KV6277  NAVD 88 (02/25/94)   25.51   (m)           83.7    (f) LEVELING    3  
 KV6277  NGVD 29 (01/10/92)   25.839  (m)           84.77   (f) ADJUSTED    1 2
 KV6277
 KV6277.Superseded values are not recommended for survey control.
 KV6277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6277.See file dsdata.txt to determine how the superseded data were derived.
 KV6277
 KV6277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7373746763(NAD 83)
 KV6277_MARKER: DD = SURVEY DISK
 KV6277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6277_SP_SET: CONCRETE POST
 KV6277_STAMPING: 13 U 1 1989
 KV6277_MARK LOGO: NJGS  
 KV6277_PROJECTION: FLUSH
 KV6277_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6277+STABILITY: SURFACE MOTION
 KV6277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6277+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6277
 KV6277  HISTORY     - Date     Condition        Report By
 KV6277  HISTORY     - 1989     MONUMENTED       NJDT
 KV6277  HISTORY     - 19890616 GOOD             NJGS
 KV6277  HISTORY     - 19921221 GOOD             NJGS
 KV6277  HISTORY     - 19930224 GOOD
 KV6277  HISTORY     - 19931213 GOOD             NJGS
 KV6277  HISTORY     - 20020202 GOOD             NJGS
 KV6277
 KV6277                          STATION DESCRIPTION
 KV6277
 KV6277'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6277'THE STATION IS IN WALL TOWNSHIP, IN THE GRASS MEDIAN OF INTERSTATE
 KV6277'ROUTE I195.  TO REACH THE STATION FROM THE JUNCTION OF I195 AND STATE
 KV6277'ROUTE 34 GO 2.6 KM (1.6 MI) WEST ON ROUTE I195 TO THE STATION ON THE
 KV6277'LEFT, 2.0 M (6.6 FT) SOUTH SOUTHEAST FROM THE WESTBOUND EDGE OF
 KV6277'PAVEMENT, 12.9 M (42.3 FT) NORTH NORTHWEST FROM THE EASTBOUND EDGE OF
 KV6277'PAVEMENT, 113.82 M (373.42 FT) SOUTHWEST FROM THE MOST SOUTHERN POST
 KV6277'OF A SIGN FOR EXIT 31 A B, COUNTY ROUTES 547,524,549 AND ALLAIR STATE
 KV6277'PARK, 7.0 M (23.0 FT) SOUTH SOUTHEAST FROM THE CENTERLINE OF THE
 KV6277'WESTBOUND LANES, 29.0 M (95.1 FT) WEST FROM THE CENTER OF AN E TYPE
 KV6277'INLET IN THE MEDIAN AND FLUSH WITH THE GROUND.
 KV6277
 KV6277                          STATION RECOVERY (1992)
 KV6277
 KV6277'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV6277'RECOVERED IN GOOD CONDITION.
 KV6277
 KV6277                          STATION RECOVERY (1993)
 KV6277
 KV6277'RECOVERED 1993
 KV6277'RECOVERED IN GOOD CONDITION.
 KV6277
 KV6277                          STATION RECOVERY (1993)
 KV6277
 KV6277'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (ECB)
 KV6277'RECOVERED AS DESCRIBED AS IN THE L25235 LEVEL PROJECT.
 KV6277
 KV6277                          STATION RECOVERY (2002)
 KV6277
 KV6277'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6277'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS AND
 KV6277'CLARIFICATIONS.  THE STATION IS
 KV6277'LOCATED 24.0 M WEST ALONG THE MEDIAN FROM MILE POST 32.7 AND 0.25 M
 KV6277'NORTH FROM A METAL
 KV6277'WITNESS POST.  THE DATUM POINT IS OFFSET FROM THE CENTER OF THE DISK.
 KV6277'THERE ARE TWO
 KV6277'PUNCH MARKS ON THE DISK. THE DATUM POINT FOR THIS SURVEY IS LOCATED
 KV6277'UNDER THE LETTER O
 KV6277'IN THE WORD STATION INSCRIBED IN THE DISK.
 KV6277' 
 KV6277' 
 KV6277' 
 KV6277' 
 KV6277'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6326 ***********************************************************************
 KV6326  DESIGNATION -  13 U 2
 KV6326  PID         -  KV6326
 KV6326  STATE/COUNTY-  NJ/MONMOUTH
 KV6326  USGS QUAD   -  ALLENTOWN (1995)
 KV6326
 KV6326                         *CURRENT SURVEY CONTROL
 KV6326  ___________________________________________________________________
 KV6326* NAD 83(1986)-  40 10 36.     (N)    074 31 35.     (W)     SCALED    
 KV6326* NAVD 88     -        35.272  (meters)     115.72   (feet)  ADJUSTED  
 KV6326  ___________________________________________________________________
 KV6326  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV6326  DYNAMIC HT  -          35.258 (meters)     115.68  (feet)  COMP
 KV6326  MODELED GRAV-     980,210.7   (mgal)                       NAVD 88
 KV6326
 KV6326  VERT ORDER  -  FIRST     CLASS II
 KV6326
 KV6326.The horizontal coordinates were scaled from a topographic map and have
 KV6326.an estimated accuracy of +/- 6 seconds.
 KV6326
 KV6326.The orthometric height was determined by differential leveling
 KV6326.and adjusted by the National Geodetic Survey in June 1991..
 KV6326
 KV6326.The geoid height was determined by GEOID03.
 KV6326
 KV6326.The dynamic height is computed by dividing the NAVD 88
 KV6326.geopotential number by the normal gravity value computed on the
 KV6326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6326.degrees latitude (g = 980.6199 gals.).
 KV6326
 KV6326.The modeled gravity was interpolated from observed gravity values.
 KV6326
 KV6326;                    North         East    Units  Estimated Accuracy
 KV6326;SPC NJ       -   149,130.      147,750.      MT  (+/- 180 meters Scaled)
 KV6326
 KV6326                          SUPERSEDED SURVEY CONTROL
 KV6326
 KV6326  NGVD 29 (01/10/92)   35.600  (m)          116.80   (f) ADJUSTED    1 2
 KV6326
 KV6326.Superseded values are not recommended for survey control.
 KV6326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6326.See file dsdata.txt to determine how the superseded data were derived.
 KV6326
 KV6326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK403474(NAD 83)
 KV6326_MARKER: Z = SEE DESCRIPTION
 KV6326_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6326_SP_SET: PREFAB CONC. POST IN EARTH
 KV6326_STAMPING: 13 U 2
 KV6326_MARK LOGO: NJGS  
 KV6326_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6326+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1989
 KV6326
 KV6326  HISTORY     - Date     Condition        Report By
 KV6326  HISTORY     - UNK      MONUMENTED       NJDT
 KV6326  HISTORY     - 19890627 GOOD             NJGS
 KV6326
 KV6326                          STATION DESCRIPTION
 KV6326
 KV6326'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6326'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6326'IN UPPER FREEHOLD TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION
 KV6326'OF ROUTE I195, EXIT 11, AT STRUCTURE 1330.154, MILEPOST 11.80, AND
 KV6326'COUNTY ROUTE 43, IMLAYSTOWN HIGHTSTOWN ROAD, GO WEST 1.30 KM (0.81
 KV6326'MI) ON ROUTE I195 TO THE STATION ON THE LEFT, 8.3 M (27.2 FT) SOUTH
 KV6326'FROM THE EDGE OF THE WESTBOUND I195 LANES, 8.2 M (26.9 FT) NORTH FROM
 KV6326'THE EDGE OF THE EASTBOUND I195 LANES, 9.2 M (30.2 FT) EAST FROM AN E
 KV6326'TYPE INLET IN THE MEDIAN, 30.75 M (100.89 FT) NORTHEAST FROM MILEPOST
 KV6326'11 IN THE EASTBOUND BERM, 33.35 M (109.42 FT) SOUTHEAST FROM MILEPOST
 KV6326'11 IN THE WESTBOUND BERM AND SET 0.2 M (0.7 FT) BELOW THE GROUND.
 KV6326'THE STATION IS A 0.02M DIAMETER BRASS PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6975 ***********************************************************************
 KV6975  DESIGNATION -  13 U 3
 KV6975  PID         -  KV6975
 KV6975  STATE/COUNTY-  NJ/MONMOUTH
 KV6975  USGS QUAD   -  FREEHOLD (1981)
 KV6975
 KV6975                         *CURRENT SURVEY CONTROL
 KV6975  ___________________________________________________________________
 KV6975* NAD 83(1996)-  40 17 19.63400(N)    074 19 27.75721(W)     ADJUSTED  
 KV6975* NAVD 88     -        25.6    (meters)      84.     (feet)  GPS OBS   
 KV6975  ___________________________________________________________________
 KV6975  X           -   1,316,377.556 (meters)                     COMP
 KV6975  Y           -  -4,690,822.487 (meters)                     COMP
 KV6975  Z           -   4,102,493.281 (meters)                     COMP
 KV6975  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 KV6975  ELLIP HEIGHT-          -6.75  (meters)          (10/23/02) GPS OBS
 KV6975  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV6975
 KV6975  HORZ ORDER  -  FIRST
 KV6975  ELLP ORDER  -  FOURTH    CLASS I
 KV6975
 KV6975.The horizontal coordinates were established by GPS observations
 KV6975.and adjusted by the National Geodetic Survey in May 1999..
 KV6975
 KV6975.The orthometric height was determined by GPS observations and a
 KV6975.high-resolution geoid model.
 KV6975
 KV6975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6975
 KV6975.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6975
 KV6975.The ellipsoidal height was determined by GPS observations
 KV6975.and is referenced to NAD 83.
 KV6975
 KV6975.The geoid height was determined by GEOID03.
 KV6975
 KV6975;                    North         East     Units Scale Factor Converg.
 KV6975;SPC NJ       -   161,592.185   164,932.267   MT  0.99990274   +0 06 48.8
 KV6975;SPC NJ       -   530,157.03    541,115.28   sFT  0.99990274   +0 06 48.8
 KV6975;UTM  18      - 4,460,029.527   557,427.515   MT  0.99964060   +0 26 12.8
 KV6975
 KV6975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6975!SPC NJ       -   1.00000106  x   0.99990274  =   0.99990380
 KV6975!UTM  18      -   1.00000106  x   0.99964060  =   0.99964166
 KV6975
 KV6975                          SUPERSEDED SURVEY CONTROL
 KV6975
 KV6975  NAD 83(1986)-  40 17 19.63446(N)    074 19 27.75948(W) AD(       ) 1
 KV6975
 KV6975.Superseded values are not recommended for survey control.
 KV6975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6975.See file dsdata.txt to determine how the superseded data were derived.
 KV6975
 KV6975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5742860030(NAD 83)
 KV6975_MARKER: DD = SURVEY DISK
 KV6975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6975_SP_SET: CONCRETE POST
 KV6975_STAMPING: 13 U 3 1991
 KV6975_MARK LOGO: NJGS  
 KV6975_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6975+STABILITY: SURFACE MOTION
 KV6975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6975+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2001
 KV6975
 KV6975  HISTORY     - Date     Condition        Report By
 KV6975  HISTORY     - 1991     MONUMENTED       NJGS
 KV6975  HISTORY     - 19930622 GOOD
 KV6975  HISTORY     - 20010513 GOOD             USPSQD
 KV6975
 KV6975                          STATION DESCRIPTION
 KV6975
 KV6975'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6975'THE STATION IS LOCATED IN MANALAPAN TOWNSHIP, ON THE SOUTHEAST SIDE OF
 KV6975'COUNTY ROAD 3, TENNENT ROAD, SOUTHEAST OF THE CROSSROADS JUNCTION OF
 KV6975'TENNENT ROAD AND CAITLIN WAY TO THE SOUTHEAST AND DEVON DRIVE SOUTH
 KV6975'TO THE NORTHWEST.  TO REACH THE STATION FROM THE JUNCTION OF COUNTY
 KV6975'ROAD 522, ENGLISHTOWN FREEHOLD ROAD AND TENNENT ROAD IN TENNENT, GO
 KV6975'0.65 MI (1.05 KM) NORTHEAST ON MAIN STREET, TENNENT ROAD, TO THE
 KV6975'STATION ON THE RIGHT.  THE STATION IS NORTHEAST OF THE CENTERLINE OF
 KV6975'MCGELLAIRDS BROOK, 44.6 M (146.3 FT) SOUTHWEST OF THE CENTERLINE OF
 KV6975'CAITLIN WAY, 35.1 M (115.2 FT) SOUTHWEST OF A STREET LIGHT POLE, 24.4
 KV6975'M (80.1 FT) SOUTHWEST OF A PROPERTY LINE MONUMENT ON THE SOUTHEAST
 KV6975'CORNER OF CAITLIN WAY AND TENNENT ROAD, 1.85 M (6.07 FT) SOUTHEAST OF
 KV6975'THE TENNENT ROAD CURBLINE, 1.85 M (6.07 FT) NORTHWEST OF THE EDGE OF
 KV6975'THE SIDEWALK, 29.5 M (96.8 FT) SOUTH OF POLE JC 1002 MPH, 33.0 M
 KV6975'(108.3 FT) EAST OF POLE JC 2267 MPH, 16.9 M (55.4 FT) NORTHEAST OF
 KV6975'THE NORTHWEST CORNER OF THE WEST END OF THE SIDEWALK AND 22.5 M
 KV6975'(73.8 FT) EAST NORTHEAST OF THE CENTER OF AN INLET.  THE STATION IS
 KV6975'SET 0.1 M (0.3 FT) BELOW THE GROUND.
 KV6975
 KV6975                          STATION RECOVERY (1993)
 KV6975
 KV6975'RECOVERED 1993
 KV6975'RECOVERED IN GOOD CONDITION.
 KV6975
 KV6975                          STATION RECOVERY (2001)
 KV6975
 KV6975'RECOVERY NOTE BY US POWER SQUADRON 2001 (RA)
 KV6975'THE STATION DESCRIPTION (1991) IS ACCURATE. THE STATION IS NOW 0.6 FEE
 KV6975'BELOW THE SURFACE. A SURVEYOR'S STAKE HAS BEEN PLACED JUST SOUTHEAST
 KV6975'OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5243 ***********************************************************************
 AA5243  DESIGNATION -  13 U 5
 AA5243  PID         -  AA5243
 AA5243  STATE/COUNTY-  NJ/MONMOUTH
 AA5243  USGS QUAD   -  LONG BRANCH (1981)
 AA5243
 AA5243                         *CURRENT SURVEY CONTROL
 AA5243  ___________________________________________________________________
 AA5243* NAD 83(1996)-  40 16 49.87082(N)    074 04 51.08962(W)     ADJUSTED  
 AA5243* NAVD 88     -        35.5    (meters)     116.     (feet)  GPS OBS   
 AA5243  ___________________________________________________________________
 AA5243  X           -   1,336,467.391 (meters)                     COMP
 AA5243  Y           -  -4,685,763.169 (meters)                     COMP
 AA5243  Z           -   4,101,799.216 (meters)                     COMP
 AA5243  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 AA5243  ELLIP HEIGHT-           2.91  (meters)          (10/23/02) GPS OBS
 AA5243  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 AA5243
 AA5243  HORZ ORDER  -  FIRST
 AA5243  ELLP ORDER  -  FOURTH    CLASS I
 AA5243
 AA5243.The horizontal coordinates were established by GPS observations
 AA5243.and adjusted by the National Geodetic Survey in May 1999..
 AA5243
 AA5243.The orthometric height was determined by GPS observations and a
 AA5243.high-resolution geoid model.
 AA5243
 AA5243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5243
 AA5243.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5243
 AA5243.The ellipsoidal height was determined by GPS observations
 AA5243.and is referenced to NAD 83.
 AA5243
 AA5243.The geoid height was determined by GEOID03.
 AA5243
 AA5243;                    North         East     Units Scale Factor Converg.
 AA5243;SPC NJ       -   160,743.735   185,641.728   MT  0.99991563   +0 16 15.6
 AA5243;SPC NJ       -   527,373.40    609,059.57   sFT  0.99991563   +0 16 15.6
 AA5243;UTM  18      - 4,459,298.135   578,136.227   MT  0.99967515   +0 35 39.4
 AA5243
 AA5243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5243!SPC NJ       -   0.99999954  x   0.99991563  =   0.99991517
 AA5243!UTM  18      -   0.99999954  x   0.99967515  =   0.99967469
 AA5243
 AA5243                          SUPERSEDED SURVEY CONTROL
 AA5243
 AA5243  ELLIP H (05/14/99)    2.90   (m)                       GP(       ) 4 1
 AA5243  NAD 83(1992)-  40 16 49.87048(N)    074 04 51.09077(W) AD(       ) 1
 AA5243  ELLIP H (05/22/95)    2.88   (m)                       GP(       ) 3 1
 AA5243
 AA5243.Superseded values are not recommended for survey control.
 AA5243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5243.See file dsdata.txt to determine how the superseded data were derived.
 AA5243
 AA5243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7813659298(NAD 83)
 AA5243_MARKER: DD = SURVEY DISK
 AA5243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5243_STAMPING: 13 U 5 1994
 AA5243_MARK LOGO: NJGS  
 AA5243_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5243+STABILITY: SURFACE MOTION
 AA5243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5243+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA5243
 AA5243  HISTORY     - Date     Condition        Report By
 AA5243  HISTORY     - 1994     MONUMENTED       NJGS
 AA5243
 AA5243                          STATION DESCRIPTION
 AA5243
 AA5243'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA5243'THE STATION IS LOCATED IN THE BOROUGH OF EATONTOWN.  TO REACH THE
 AA5243'STATION FROM THE INTERSECTION OF STATE ROUTES 18 AND 34 IN COLTS NECK,
 AA5243'GO SOUTH ON STATE ROUTE 18 FOR 5.0 MI (8.0 KM) TO THE STATION ON THE
 AA5243'RIGHT, AT THE NOSE OF THE EXIT RAMP FOR HOPE ROAD AT INTERCHANGE 13A.
 AA5243'THE STATION IS 0.5 M (1.6 FT) SOUTH FROM THE EDGE OF PAVEMENT OF THE
 AA5243'SOUTHBOUND LANES OF STATE ROUTE 18, 2.5 M (8.2 FT) NORTH FROM AND
 AA5243'NORMAL TO THE GUIDE RAIL ON THE STATE ROUTE 18 SIDE OF THE EXIT RAMP,
 AA5243'24.4 M (80.1 FT) NORTH NORTHEAST FROM OVERHEAD LIGHT POLE NUMBER B 4 2
 AA5243'5 AND 13.4 M (44.0 FT) WEST NORTHWEST FROM OVERHEAD LIGHT POLE NUMBER
 AA5243'B 3 2 5.  THE STATION IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6278 ***********************************************************************
 KV6278  DESIGNATION -  13 V 1
 KV6278  PID         -  KV6278
 KV6278  STATE/COUNTY-  NJ/MONMOUTH
 KV6278  USGS QUAD   -  FARMINGDALE (1989)
 KV6278
 KV6278                         *CURRENT SURVEY CONTROL
 KV6278  ___________________________________________________________________
 KV6278* NAD 83(1986)-  40 09 48.     (N)    074 08 39.     (W)     SCALED    
 KV6278* NAVD 88     -        18.486  (meters)      60.65   (feet)  ADJUSTED  
 KV6278  ___________________________________________________________________
 KV6278  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KV6278  DYNAMIC HT  -          18.478 (meters)      60.62  (feet)  COMP
 KV6278  MODELED GRAV-     980,180.3   (mgal)                       NAVD 88
 KV6278
 KV6278  VERT ORDER  -  FIRST     CLASS II
 KV6278
 KV6278.The horizontal coordinates were scaled from a topographic map and have
 KV6278.an estimated accuracy of +/- 6 seconds.
 KV6278
 KV6278.The orthometric height was determined by differential leveling
 KV6278.and adjusted by the National Geodetic Survey in June 1991..
 KV6278
 KV6278.The geoid height was determined by GEOID03.
 KV6278
 KV6278.The dynamic height is computed by dividing the NAVD 88
 KV6278.geopotential number by the normal gravity value computed on the
 KV6278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6278.degrees latitude (g = 980.6199 gals.).
 KV6278
 KV6278.The modeled gravity was interpolated from observed gravity values.
 KV6278
 KV6278;                    North         East    Units  Estimated Accuracy
 KV6278;SPC NJ       -   147,710.      180,310.      MT  (+/- 180 meters Scaled)
 KV6278
 KV6278                          SUPERSEDED SURVEY CONTROL
 KV6278
 KV6278  NGVD 29 (01/10/92)   18.811  (m)           61.72   (f) ADJUSTED    1 2
 KV6278
 KV6278.Superseded values are not recommended for survey control.
 KV6278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6278.See file dsdata.txt to determine how the superseded data were derived.
 KV6278
 KV6278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK728462(NAD 83)
 KV6278_MARKER: DB = BENCH MARK DISK
 KV6278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6278_SP_SET: CONCRETE POST
 KV6278_STAMPING: 13 V 1 1989
 KV6278_MARK LOGO: NJGS  
 KV6278_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6278+STABILITY: SURFACE MOTION
 KV6278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6278+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1989
 KV6278
 KV6278  HISTORY     - Date     Condition        Report By
 KV6278  HISTORY     - 1989     MONUMENTED       NJDT
 KV6278  HISTORY     - 19890616 GOOD             NJGS
 KV6278
 KV6278                          STATION DESCRIPTION
 KV6278
 KV6278'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6278'THE STATION IS IN HOWELL TOWNSHIP, IN THE GRASS MEDIAN OF INTERSTATE
 KV6278'ROUTE I195 JUST WEST OF A BRIDGE, STRUCTURE NUMBER 1333-171 MILEPOST
 KV6278'32.09 OVER A DIRT ROAD AND THE MINGAMAHONE BROOK.  TO REACH THE
 KV6278'STATION FROM THE JUNCTION OF I195 AND STATE ROUTE 34 GO 3.55 KM (2.21
 KV6278'MI) WEST ON I195 TO THE MARK ON THE LEFT, 2.3 M (7.5 FT) SOUTH FROM
 KV6278'THE EDGE OF THE WESTBOUND LANES, 7.4 M (24.3 FT) SOUTH FROM THE
 KV6278'CENTERLINE OF THE WESTBOUND LANES, 12.9 M (42.3 FT) NORTH FROM THE
 KV6278'EDGE OF THE EASTBOUND LANES, 28.8 M (94.5 FT) WEST SOUTHWEST FROM THE
 KV6278'SOUTHWEST CORNER OF THE SOUTH BRIDGE BALUSTRADE, 28.85 M (94.65 FT)
 KV6278'SOUTHWEST FROM THE SOUTHWEST CORNER OF THE NORTH BRIDGE BALUSTRADE,
 KV6278'36.85 M (120.90 FT) EAST NORTHEAST FROM THE WEST END OF A GUIDE RAIL
 KV6278'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6327 ***********************************************************************
 KV6327  DESIGNATION -  13 V 2
 KV6327  PID         -  KV6327
 KV6327  STATE/COUNTY-  NJ/MONMOUTH
 KV6327  USGS QUAD   -  ALLENTOWN (1995)
 KV6327
 KV6327                         *CURRENT SURVEY CONTROL
 KV6327  ___________________________________________________________________
 KV6327* NAD 83(1986)-  40 10 36.     (N)    074 32 09.     (W)     SCALED    
 KV6327* NAVD 88     -        39.806  (meters)     130.60   (feet)  ADJUSTED  
 KV6327  ___________________________________________________________________
 KV6327  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KV6327  DYNAMIC HT  -          39.790 (meters)     130.54  (feet)  COMP
 KV6327  MODELED GRAV-     980,209.9   (mgal)                       NAVD 88
 KV6327
 KV6327  VERT ORDER  -  FIRST     CLASS II
 KV6327
 KV6327.The horizontal coordinates were scaled from a topographic map and have
 KV6327.an estimated accuracy of +/- 6 seconds.
 KV6327
 KV6327.The orthometric height was determined by differential leveling
 KV6327.and adjusted by the National Geodetic Survey in June 1991..
 KV6327
 KV6327.The geoid height was determined by GEOID03.
 KV6327
 KV6327.The dynamic height is computed by dividing the NAVD 88
 KV6327.geopotential number by the normal gravity value computed on the
 KV6327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6327.degrees latitude (g = 980.6199 gals.).
 KV6327
 KV6327.The modeled gravity was interpolated from observed gravity values.
 KV6327
 KV6327;                    North         East    Units  Estimated Accuracy
 KV6327;SPC NJ       -   149,130.      146,950.      MT  (+/- 180 meters Scaled)
 KV6327
 KV6327                          SUPERSEDED SURVEY CONTROL
 KV6327
 KV6327  NGVD 29 (01/10/92)   40.134  (m)          131.67   (f) ADJUSTED    1 2
 KV6327
 KV6327.Superseded values are not recommended for survey control.
 KV6327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6327.See file dsdata.txt to determine how the superseded data were derived.
 KV6327
 KV6327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK395474(NAD 83)
 KV6327_MARKER: Z = SEE DESCRIPTION
 KV6327_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6327_SP_SET: PREFAB CONC. POST IN EARTH
 KV6327_STAMPING: 13 V 2
 KV6327_MARK LOGO: NJGS  
 KV6327_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6327+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1989
 KV6327
 KV6327  HISTORY     - Date     Condition        Report By
 KV6327  HISTORY     - UNK      MONUMENTED       NJDT
 KV6327  HISTORY     - 19890627 GOOD             NJGS
 KV6327
 KV6327                          STATION DESCRIPTION
 KV6327
 KV6327'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6327'THE STATION IS LOCATED IN THE MEDIAN OF INTERSTATE ROUTE I195, IN
 KV6327'UPPER FREEHOLD TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6327'ROUTE I195, EXIT 11 AT BRIDGE STRUCTURE 133.154 AND COUNTY ROUTE 43,
 KV6327'IMLAYSTOWN HIGHTSTOWN ROAD, GO WEST 2.15 KM (1.34 MI) ON I195 TO THE
 KV6327'MARK ON THE LEFT, ALSO 3.2 KM (2.0 MI) EAST ON I195 FROM EXIT 8,
 KV6327'COUNTY ROUTE 524, 539, OLD YORK ROAD IN UPPER FREEHOLD TOWNSHIP, 8.35
 KV6327'M (27.39 FT) SOUTH FROM THE EDGE OF THE WESTBOUND I195 LANES, 8.2 M
 KV6327'(26.9 FT) NORTH FROM THE EDGE OF THE EASTBOUND I195 LANES, 24.4 M
 KV6327'(80.1 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE WESTBOUND LANES
 KV6327'CONCRETE TRANSITION SLAB OF THE BRIDGE, STRUCTURE 1330.153, MILEPOST
 KV6327'10.54, OVER THE ABANDONED, UNION TRANSPORTATION, RAILROAD LINE, 44.2
 KV6327'M (145.0 FT) WEST FROM THE CENTERLINE OF THE RAILROAD GRADE, 26.2 M
 KV6327'(86.0 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE EASTBOUND LANES
 KV6327'CONCRETE APPROACH SLAB OF THE BRIDGE, AND SET 0.2 M (0.7 FT) BELOW
 KV6327'THE GROUND.  A 0.02 M (0.07 FT) DIAMETER BRASS PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6976 ***********************************************************************
 KV6976  DESIGNATION -  13 V 3
 KV6976  PID         -  KV6976
 KV6976  STATE/COUNTY-  NJ/MONMOUTH
 KV6976  USGS QUAD   -  FREEHOLD (1981)
 KV6976
 KV6976                         *CURRENT SURVEY CONTROL
 KV6976  ___________________________________________________________________
 KV6976* NAD 83(1996)-  40 18 35.71580(N)    074 19 15.48284(W)     ADJUSTED  
 KV6976* NAVD 88     -        43.8    (meters)     144.     (feet)  GPS OBS   
 KV6976  ___________________________________________________________________
 KV6976  X           -   1,316,250.251 (meters)                     COMP
 KV6976  Y           -  -4,689,296.140 (meters)                     COMP
 KV6976  Z           -   4,104,294.799 (meters)                     COMP
 KV6976  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 KV6976  ELLIP HEIGHT-          11.40  (meters)          (10/23/02) GPS OBS
 KV6976  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV6976
 KV6976  HORZ ORDER  -  FIRST
 KV6976  ELLP ORDER  -  FOURTH    CLASS I
 KV6976
 KV6976.The horizontal coordinates were established by GPS observations
 KV6976.and adjusted by the National Geodetic Survey in May 1999..
 KV6976
 KV6976.The orthometric height was determined by GPS observations and a
 KV6976.high-resolution geoid model.
 KV6976
 KV6976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6976
 KV6976.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6976
 KV6976.The ellipsoidal height was determined by GPS observations
 KV6976.and is referenced to NAD 83.
 KV6976
 KV6976.The geoid height was determined by GEOID03.
 KV6976
 KV6976;                    North         East     Units Scale Factor Converg.
 KV6976;SPC NJ       -   163,939.241   165,217.420   MT  0.99990285   +0 06 57.0
 KV6976;SPC NJ       -   537,857.33    542,050.82   sFT  0.99990285   +0 06 57.0
 KV6976;UTM  18      - 4,462,377.541   557,699.344   MT  0.99964098   +0 26 21.5
 KV6976
 KV6976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6976!SPC NJ       -   0.99999821  x   0.99990285  =   0.99990106
 KV6976!UTM  18      -   0.99999821  x   0.99964098  =   0.99963919
 KV6976
 KV6976                          SUPERSEDED SURVEY CONTROL
 KV6976
 KV6976  NAD 83(1992)-  40 18 35.71510(N)    074 19 15.48293(W) AD(       ) 1
 KV6976  ELLIP H (09/14/94)   11.35   (m)                       GP(       ) 3 1
 KV6976  NAD 83(1986)-  40 18 35.71624(N)    074 19 15.48525(W) AD(       ) 1
 KV6976
 KV6976.Superseded values are not recommended for survey control.
 KV6976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6976.See file dsdata.txt to determine how the superseded data were derived.
 KV6976
 KV6976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5769962378(NAD 83)
 KV6976_MARKER: DD = SURVEY DISK
 KV6976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6976_SP_SET: CONCRETE POST
 KV6976_STAMPING: 13 V 3 1991
 KV6976_MARK LOGO: NJGS  
 KV6976_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6976+STABILITY: SURFACE MOTION
 KV6976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6976+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2001
 KV6976
 KV6976  HISTORY     - Date     Condition        Report By
 KV6976  HISTORY     - 1991     MONUMENTED       NJGS
 KV6976  HISTORY     - 19930806 GOOD             NJGS
 KV6976  HISTORY     - 20010513 GOOD             USPSQD
 KV6976
 KV6976                          STATION DESCRIPTION
 KV6976
 KV6976'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6976'THE STATION IS LOCATED IN MANALAPAN TOWHSHIP, ON THE SOUTH SIDE OF
 KV6976'COUNTY ROAD 22, GORDONS CORNER ROAD, 0.1 MI (0.2 KM) NORTHEAST OF THE
 KV6976'JUNCTION OF COUNTY ROAD 22 AND PEASE ROAD, AT THE NORTHWEST CORNER OF
 KV6976'THE PARKING LOT AT THE WEST DRIVEWAY ENTRANCE TO A STRIP MALL NAMED
 KV6976'GORDONS CENTER.  TO REACH THE STATION FROM MAIN STREET, COUNTY ROAD
 KV6976'527, AND GORDONS CORNER ROAD IN THE BOROUGH OF ENGLISHTOWN, GO 2.1 MI
 KV6976'(3.4 KM) EAST NORTHEAST ON COUNTY ROAD 22 TO THE STATION ON THE
 KV6976'RIGHT. TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 22,
 KV6976'COUNTY ROAD 3 AND U.S.HIGHWAY 9, IN GORDONS CORNER, GO 1.0 MI
 KV6976'(1.6 KM) SOUTHWEST ON COUNTY ROAD 22 TO THE STATION ON THE LEFT.  THE
 KV6976'STATION IS 13.0 M (42.7 FT) EAST OF THE DRIVEWAY CENTERLINE, 2.8 M
 KV6976'(9.2 FT) SOUTH OF THE SOUTH CURBLINE OF GORDONS CORNER ROAD, 9.8 M
 KV6976'(32.2 FT) SOUTH OF POLE BT 2142 MPH, 25.4 M (83.3 FT) NORTHEAST OF
 KV6976'THE NORTHEAST LEG OF THE SIGN FOR GORDONS CENTER AND 25.9 M
 KV6976'(85.0 FT) SOUTHWEST OF THE CENTER OF AN INLET.  THE STATION IS 0.1 M
 KV6976'(0.3 FT) BELOW THE GROUND.
 KV6976
 KV6976                          STATION RECOVERY (1993)
 KV6976
 KV6976'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6976'THE STATION IS LOCATED IN MANALAPAN TOWHSHIP, ON THE SOUTH SIDE OF
 KV6976'COUNTY ROAD 22, GORDONS CORNER ROAD, 0.1 MI (0.2 KM) NORTHEAST OF THE
 KV6976'JUNCTION OF COUNTY ROAD 22 AND PEASE ROAD, AT THE NORTHWEST CORNER OF
 KV6976'THE PARKING LOT AT THE WEST DRIVEWAY ENTRANCE TO A STRIP MALL NAMED
 KV6976'GORDONS CENTER.  TO REACH THE STATION FROM MAIN STREET, COUNTY ROAD
 KV6976'527, AND GORDONS CORNER ROAD IN THE BOROUGH OF ENGLISHTOWN, GO 2.1 MI
 KV6976'(3.4 KM) EAST NORTHEAST ON COUNTY ROAD 22 TO THE STATION ON THE
 KV6976'RIGHT. TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 22,
 KV6976'COUNTY ROAD 3 AND U.S.HIGHWAY 9, IN GORDONS CORNER, GO 1.0 MI
 KV6976'(1.6 KM) SOUTHWEST ON COUNTY ROAD 22 TO THE STATION ON THE LEFT.  THE
 KV6976'STATION IS 13.0 M (42.7 FT) EAST OF THE DRIVEWAY CENTERLINE, 2.8 M
 KV6976'(9.2 FT) SOUTH OF THE SOUTH CURBLINE OF GORDONS CORNER ROAD, 9.8 M
 KV6976'(32.2 FT) SOUTH OF POLE BT 2142 MPH, 25.4 M (83.3 FT) NORTHEAST OF
 KV6976'THE NORTHEAST LEG OF THE SIGN FOR GORDONS CENTER AND 25.9 M
 KV6976'(85.0 FT) SOUTHWEST OF THE CENTER OF AN INLET.  THE STATION IS 0.1 M
 KV6976'(0.3 FT) BELOW THE GROUND.
 KV6976
 KV6976                          STATION RECOVERY (2001)
 KV6976
 KV6976'RECOVERY NOTE BY US POWER SQUADRON 2001 (RA)
 KV6976'STATION RECOVERY (1993) IS ACCURATE. A SURVEYOR'S STAKE HAS BEEN
 KV6976'PLACED JUST SOUTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5244 ***********************************************************************
 AA5244  DESIGNATION -  13 V 5
 AA5244  PID         -  AA5244
 AA5244  STATE/COUNTY-  NJ/MONMOUTH
 AA5244  USGS QUAD   -  LONG BRANCH (1981)
 AA5244
 AA5244                         *CURRENT SURVEY CONTROL
 AA5244  ___________________________________________________________________
 AA5244* NAD 83(1996)-  40 17 06.52319(N)    074 04 29.27685(W)     ADJUSTED  
 AA5244* NAVD 88     -        25.0    (meters)      82.     (feet)  GPS OBS   
 AA5244  ___________________________________________________________________
 AA5244  X           -   1,336,869.598 (meters)                     COMP
 AA5244  Y           -  -4,685,294.786 (meters)                     COMP
 AA5244  Z           -   4,102,184.285 (meters)                     COMP
 AA5244  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 AA5244  ELLIP HEIGHT-          -7.55  (meters)          (10/23/02) GPS OBS
 AA5244  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 AA5244
 AA5244  HORZ ORDER  -  FIRST
 AA5244  ELLP ORDER  -  FOURTH    CLASS I
 AA5244
 AA5244.The horizontal coordinates were established by GPS observations
 AA5244.and adjusted by the National Geodetic Survey in May 1999..
 AA5244
 AA5244.The orthometric height was determined by GPS observations and a
 AA5244.high-resolution geoid model.
 AA5244
 AA5244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5244
 AA5244.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5244
 AA5244.The ellipsoidal height was determined by GPS observations
 AA5244.and is referenced to NAD 83.
 AA5244
 AA5244.The geoid height was determined by GEOID03.
 AA5244
 AA5244;                    North         East     Units Scale Factor Converg.
 AA5244;SPC NJ       -   161,259.774   186,154.501   MT  0.99991609   +0 16 29.8
 AA5244;SPC NJ       -   529,066.44    610,741.89   sFT  0.99991609   +0 16 29.8
 AA5244;UTM  18      - 4,459,816.935   578,645.958   MT  0.99967614   +0 35 53.7
 AA5244
 AA5244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5244!SPC NJ       -   1.00000118  x   0.99991609  =   0.99991727
 AA5244!UTM  18      -   1.00000118  x   0.99967614  =   0.99967732
 AA5244
 AA5244                          SUPERSEDED SURVEY CONTROL
 AA5244
 AA5244  ELLIP H (05/14/99)   -7.56   (m)                       GP(       ) 4 1
 AA5244  NAD 83(1992)-  40 17 06.52285(N)    074 04 29.27800(W) AD(       ) 1
 AA5244  ELLIP H (05/22/95)   -7.59   (m)                       GP(       ) 3 1
 AA5244
 AA5244.Superseded values are not recommended for survey control.
 AA5244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5244.See file dsdata.txt to determine how the superseded data were derived.
 AA5244
 AA5244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7864659817(NAD 83)
 AA5244_MARKER: DD = SURVEY DISK
 AA5244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5244_STAMPING: 13 V 5 1994
 AA5244_MARK LOGO: NJGS  
 AA5244_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5244+STABILITY: SURFACE MOTION
 AA5244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5244+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA5244
 AA5244  HISTORY     - Date     Condition        Report By
 AA5244  HISTORY     - 1994     MONUMENTED       NJGS
 AA5244
 AA5244                          STATION DESCRIPTION
 AA5244
 AA5244'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA5244'THE STATION IS LOCATED IN THE BOROUGH OF EATONTOWN.  THE STATION IS
 AA5244'ABOUT 0.05 MI (0.08 KM) SOUTH OF THE CONFLUENCE OF THE RAMP LEADING
 AA5244'FROM THE NORTHBOUND LANES OF STATE ROUTE 18 AND THE RAMP LEADING FROM
 AA5244'THE SOUTHBOUND LANES OF STATE ROUTE 18 TO STATE ROUTE 36.  TO REACH
 AA5244'THE STATION FROM THE INTERSECTION OF STATE ROUTES 18 AND 34 IN COLTS
 AA5244'NECK, GO SOUTH ON STATE ROUTE 18 FOR 5.1 MI (8.2 KM) TO THE EXIT RAMP
 AA5244'FOR STATE ROUTE 36 AT INTERCHANGE 13B ON THE LEFT. TAKE THE EXIT RAMP
 AA5244'AND GO EAST ON STATE ROUTE 36 FOR 0.4 MI (0.6 KM) TO THE STATION ON
 AA5244'THE RIGHT. THE STATION IS 0.25 M (0.82 FT) EAST FROM THE EAST GUIDE
 AA5244'RAIL, 1.4 M (4.6 FT) EAST FROM THE EAST EDGE OF PAVEMENT OF THE RAMP,
 AA5244'30.7 M (100.7 FT) SOUTH FROM OVERHEAD LIGHT POLE NUMBER C 8 2 1 AND
 AA5244'35.1 M (115.2 FT) NORTH FROM OVERHEAD LIGHT POLE NUMBER C 11 2 3. THE
 AA5244'STATION IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6279 ***********************************************************************
 KV6279  DESIGNATION -  13 W 1
 KV6279  PID         -  KV6279
 KV6279  STATE/COUNTY-  NJ/MONMOUTH
 KV6279  USGS QUAD   -  FARMINGDALE (1989)
 KV6279
 KV6279                         *CURRENT SURVEY CONTROL
 KV6279  ___________________________________________________________________
 KV6279* NAD 83(1986)-  40 09 48.     (N)    074 09 18.     (W)     SCALED    
 KV6279* NAVD 88     -        10.973  (meters)      36.00   (feet)  ADJUSTED  
 KV6279  ___________________________________________________________________
 KV6279  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KV6279  DYNAMIC HT  -          10.968 (meters)      35.98  (feet)  COMP
 KV6279  MODELED GRAV-     980,182.4   (mgal)                       NAVD 88
 KV6279
 KV6279  VERT ORDER  -  FIRST     CLASS II
 KV6279
 KV6279.The horizontal coordinates were scaled from a topographic map and have
 KV6279.an estimated accuracy of +/- 6 seconds.
 KV6279
 KV6279.The orthometric height was determined by differential leveling
 KV6279.and adjusted by the National Geodetic Survey in June 1991..
 KV6279
 KV6279.The geoid height was determined by GEOID03.
 KV6279
 KV6279.The dynamic height is computed by dividing the NAVD 88
 KV6279.geopotential number by the normal gravity value computed on the
 KV6279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6279.degrees latitude (g = 980.6199 gals.).
 KV6279
 KV6279.The modeled gravity was interpolated from observed gravity values.
 KV6279
 KV6279;                    North         East    Units  Estimated Accuracy
 KV6279;SPC NJ       -   147,710.      179,390.      MT  (+/- 180 meters Scaled)
 KV6279
 KV6279                          SUPERSEDED SURVEY CONTROL
 KV6279
 KV6279  NGVD 29 (01/10/92)   11.299  (m)           37.07   (f) ADJUSTED    1 2
 KV6279
 KV6279.Superseded values are not recommended for survey control.
 KV6279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6279.See file dsdata.txt to determine how the superseded data were derived.
 KV6279
 KV6279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK719462(NAD 83)
 KV6279_MARKER: DD = SURVEY DISK
 KV6279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6279_SP_SET: CONCRETE POST
 KV6279_STAMPING: 13 W 1 1989
 KV6279_MARK LOGO: NJGS  
 KV6279_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6279+STABILITY: SURFACE MOTION
 KV6279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6279+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1989
 KV6279
 KV6279  HISTORY     - Date     Condition        Report By
 KV6279  HISTORY     - 1989     MONUMENTED       NJDT
 KV6279  HISTORY     - 19890616 GOOD             NJGS
 KV6279
 KV6279                          STATION DESCRIPTION
 KV6279
 KV6279'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6279'THE STATION IS IN HOWELL TOWNSHIP, SET AT THE JUNCTION OF INTERSTATE
 KV6279'ROUTE I195, EXIT 31, AND COUNTY ROUTE 547, ON THE SOUTH SIDE OF THE
 KV6279'WESTBOUND LANES IN THE GRASS MEDIAN OF I195 JUST WEST OF THE COUNTY
 KV6279'ROUTE 547 SOUTHBOUND BRIDGE STRUCTURE NUMBER 1333 167 MILE POST 31.49
 KV6279'OVER I195, 2.1 M (6.9 FT) SOUTH SOUTHWEST FROM THE EDGE OF I195
 KV6279'WESTBOUND LANES, 5.4 M (17.7 FT) NORTH FROM THE WEST END OF THE
 KV6279'MEDIAN GUIDE RAIL, 24.4 M (80.1 FT) NORTHWEST FROM THE NORTHWEST
 KV6279'CORNER OF THE CENTRAL BRIDGE PIER MEASURED AT A HEIGHT OF 1 M (3.3
 KV6279'FT) , 12.9 M (42.3 FT) NORTH NORTHEAST FROM THE EDGE OF THE EASTBOUND
 KV6279'LANES OF I195, 7.35 M (24.11 FT) FROM THE CENTERLINE OF THE WESTBOUND
 KV6279'LANES OF I195, 31.95 M (104.82 FT) EAST FROM THE CENTER OF AN E TYPE
 KV6279'INLET IN THE I195 MEDIAN AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6328 ***********************************************************************
 KV6328  DESIGNATION -  13 W 2
 KV6328  PID         -  KV6328
 KV6328  STATE/COUNTY-  NJ/MONMOUTH
 KV6328  USGS QUAD   -  ALLENTOWN (1995)
 KV6328
 KV6328                         *CURRENT SURVEY CONTROL
 KV6328  ___________________________________________________________________
 KV6328* NAD 83(1986)-  40 10 38.     (N)    074 32 42.     (W)     SCALED    
 KV6328* NAVD 88     -        30.973  (meters)     101.62   (feet)  ADJUSTED  
 KV6328  ___________________________________________________________________
 KV6328  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KV6328  DYNAMIC HT  -          30.960 (meters)     101.57  (feet)  COMP
 KV6328  MODELED GRAV-     980,209.0   (mgal)                       NAVD 88
 KV6328
 KV6328  VERT ORDER  -  FIRST     CLASS II
 KV6328
 KV6328.The horizontal coordinates were scaled from a topographic map and have
 KV6328.an estimated accuracy of +/- 6 seconds.
 KV6328
 KV6328.The orthometric height was determined by differential leveling
 KV6328.and adjusted by the National Geodetic Survey in June 1991..
 KV6328
 KV6328.The geoid height was determined by GEOID03.
 KV6328
 KV6328.The dynamic height is computed by dividing the NAVD 88
 KV6328.geopotential number by the normal gravity value computed on the
 KV6328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6328.degrees latitude (g = 980.6199 gals.).
 KV6328
 KV6328.The modeled gravity was interpolated from observed gravity values.
 KV6328
 KV6328;                    North         East    Units  Estimated Accuracy
 KV6328;SPC NJ       -   149,190.      146,170.      MT  (+/- 180 meters Scaled)
 KV6328
 KV6328                          SUPERSEDED SURVEY CONTROL
 KV6328
 KV6328  NGVD 29 (01/10/92)   31.301  (m)          102.69   (f) ADJUSTED    1 2
 KV6328
 KV6328.Superseded values are not recommended for survey control.
 KV6328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6328.See file dsdata.txt to determine how the superseded data were derived.
 KV6328
 KV6328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK387475(NAD 83)
 KV6328_MARKER: Z = SEE DESCRIPTION
 KV6328_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6328_SP_SET: PREFAB CONC. POST IN EARTH
 KV6328_STAMPING: 13 W 2
 KV6328_MARK LOGO: NJGS  
 KV6328_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6328+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1989
 KV6328
 KV6328  HISTORY     - Date     Condition        Report By
 KV6328  HISTORY     - UNK      MONUMENTED       NJDT
 KV6328  HISTORY     - 19890629 GOOD             NJGS
 KV6328
 KV6328                          STATION DESCRIPTION
 KV6328
 KV6328'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6328'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6328'IN UPPER FREEHOLD TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION
 KV6328'OF ROUTE I195, EXIT 8, AT BRIDGE STRUCTURE 1330.150, MILEPOST 8.53
 KV6328'AND COUNTY ROUTE 539, OLD YORK ROAD, GO EAST 2.4 KM (1.5 MI) ON ROUTE
 KV6328'I195 TO THE MARK ON THE LEFT, ALSO 0.37 KM (0.23 MI) WEST FROM THE
 KV6328'BRIDGE, STRUCTURE 1330.151, MILEPOST 10.26, OVER EGGLINGTON ROAD, 8.2
 KV6328'M (26.9 FT) SOUTH FROM THE EDGE OF THE WESTBOUND I195 LANES, 8.2 M
 KV6328'(26.9 FT) NORTH FROM THE EDGE OF THE EASTBOUND I195 LANES, 37.6 M
 KV6328'(123.4 FT) NORTHEAST FROM MILEPOST 10 FOR THE EASTBOUND LANES, 44.0 M
 KV6328'(144.4 FT) WEST FROM AN E TYPE INLET IN THE MEDIAN, 77.9 M (255.6 FT)
 KV6328'WEST FROM AN E TYPE INLET IN THE MEDIAN AND SET 0.2 M (0.7 FT) BELOW
 KV6328'THE GROUND.  THE STATION IS A 0.02 M (0.07 FT) DIAMETER BRASS PLUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6945 ***********************************************************************
 KV6945  DESIGNATION -  13 W 3
 KV6945  PID         -  KV6945
 KV6945  STATE/COUNTY-  NJ/MONMOUTH
 KV6945  USGS QUAD   -  ROOSEVELT (1981)
 KV6945
 KV6945                         *CURRENT SURVEY CONTROL
 KV6945  ___________________________________________________________________
 KV6945* NAD 83(1996)-  40 13 50.05059(N)    074 22 29.88054(W)     ADJUSTED  
 KV6945* NAVD 88     -        62.5    (meters)     205.     (feet)  GPS OBS   
 KV6945  ___________________________________________________________________
 KV6945  X           -   1,313,368.045 (meters)                     COMP
 KV6945  Y           -  -4,696,033.382 (meters)                     COMP
 KV6945  Z           -   4,097,583.937 (meters)                     COMP
 KV6945  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 KV6945  ELLIP HEIGHT-          30.15  (meters)          (10/23/02) GPS OBS
 KV6945  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV6945
 KV6945  HORZ ORDER  -  FIRST
 KV6945  ELLP ORDER  -  FOURTH    CLASS I
 KV6945
 KV6945.The horizontal coordinates were established by GPS observations
 KV6945.and adjusted by the National Geodetic Survey in May 1999..
 KV6945
 KV6945.The orthometric height was determined by GPS observations and a
 KV6945.high-resolution geoid model.
 KV6945
 KV6945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6945
 KV6945.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6945
 KV6945.The ellipsoidal height was determined by GPS observations
 KV6945.and is referenced to NAD 83.
 KV6945
 KV6945.The geoid height was determined by GEOID03.
 KV6945
 KV6945;                    North         East     Units Scale Factor Converg.
 KV6945;SPC NJ       -   155,121.069   160,640.005   MT  0.99990139   +0 04 50.7
 KV6945;SPC NJ       -   508,926.37    527,033.08   sFT  0.99990139   +0 04 50.7
 KV6945;UTM  18      - 4,453,536.024   553,172.942   MT  0.99963480   +0 24 13.3
 KV6945
 KV6945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6945!SPC NJ       -   0.99999527  x   0.99990139  =   0.99989666
 KV6945!UTM  18      -   0.99999527  x   0.99963480  =   0.99963007
 KV6945
 KV6945                          SUPERSEDED SURVEY CONTROL
 KV6945
 KV6945  NAD 83(1986)-  40 13 50.05149(N)    074 22 29.88248(W) AD(       ) 1
 KV6945
 KV6945.Superseded values are not recommended for survey control.
 KV6945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6945.See file dsdata.txt to determine how the superseded data were derived.
 KV6945
 KV6945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5317353536(NAD 83)
 KV6945_MARKER: DD = SURVEY DISK
 KV6945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6945_SP_SET: CONCRETE POST
 KV6945_STAMPING: 13 W 3 1991
 KV6945_MARK LOGO: NJGS  
 KV6945_PROJECTION: FLUSH
 KV6945_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6945+STABILITY: SURFACE MOTION
 KV6945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6945+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6945
 KV6945  HISTORY     - Date     Condition        Report By
 KV6945  HISTORY     - 1991     MONUMENTED       NJGS
 KV6945  HISTORY     - 19920128 GOOD
 KV6945  HISTORY     - 19930309 GOOD             NJGS
 KV6945  HISTORY     - 20020202 GOOD             NJGS
 KV6945
 KV6945                          STATION DESCRIPTION
 KV6945
 KV6945'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6945'THE STATION IS LOCATED IN MILLSTONE TOWNSHIP, ON THE NORTHWEST SIDE OF
 KV6945'SWEETMAN LANE, COUNTY ROAD 1.  TO REACH THE STATION FROM THE
 KV6945'INTERSECTION OF STATE HIGHWAY 33 AND COUNTY ROAD 527A, SMITHBURG
 KV6945'ROAD, IN MANALAPAN, GO 2.3 MI (3.7 KM) SOUTHEAST ON COUNTY ROAD 527A
 KV6945'TO THE JUNCTION WITH SWEETMAN LANE, COUNTY ROAD 527 TO THE LEFT AND
 KV6945'AHEAD AND COUNTY ROAD 1 TO THE RIGHT.  TURN RIGHT AND GO 0.3 MI
 KV6945'(0.5 KM) SOUTHWEST ON COUNTY ROAD 1 TO THE STATION ON THE RIGHT.  THE
 KV6945'STATION IS 22.9 M (75.1 FT) SOUTHWEST OF A CREST ENGINEERING PROPERTY
 KV6945'MONUMENT, 3.1 M (10.2 FT) NORTHWEST OF THE EDGE OF PAVEMENT, 10.3 M
 KV6945'(33.8 FT) NORTHWEST OF THE CENTERLINE OF COUNTY ROAD 1, 24.4 M
 KV6945'(80.1 FT) SOUTH SOUTHWEST OF THE WEST CORNER OF A DECELERATION LANE
 KV6945'LEADING TO A HOUSING SUBDIVISION, HAMPSTEAD HILLS, 18.1 M (59.4 FT)
 KV6945'NORTH OF POLE JC 899 ME, 10.6 M (34.8 FT) NORTH OF A SPEED LIMIT 50
 KV6945'MPH SIGN, 34 M (111.5 FT) NORTH OF THE CENTERLINE EXTENDED OF A
 KV6945'GRAVEL DRIVEWAY LEADING TO THE HOUSE NUMBER 179 AND 105 M (344.5 FT)
 KV6945'NORTHEAST OF THE CENTERLINE EXTENDED OF SHIELD ROAD LEADING INTO
 KV6945'HAMPSTEAD HILLS.  THE STATION IS SET FLUSH WITH THE GROUND.
 KV6945
 KV6945                          STATION RECOVERY (1992)
 KV6945
 KV6945'RECOVERED 1992
 KV6945'RECOVERED IN GOOD CONDITION.
 KV6945
 KV6945                          STATION RECOVERY (1993)
 KV6945
 KV6945'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6945'RECOVERED IN GOOD CONDITION.
 KV6945
 KV6945                          STATION RECOVERY (2002)
 KV6945
 KV6945'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6945'RECOVERED AS DESCRIBED
 KV6945'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF5264 ***********************************************************************
 DF5264  DESIGNATION -  13 W 5
 DF5264  PID         -  DF5264
 DF5264  STATE/COUNTY-  NJ/MONMOUTH
 DF5264  USGS QUAD   -  ASBURY PARK (1989)
 DF5264
 DF5264                         *CURRENT SURVEY CONTROL
 DF5264  ___________________________________________________________________
 DF5264* NAD 83(1996)-  40 10 17.39392(N)    074 03 48.85138(W)     ADJUSTED  
 DF5264* NAVD 88     -        18.9    (meters)      62.     (feet)  GPS OBS   
 DF5264  ___________________________________________________________________
 DF5264  X           -   1,340,024.239 (meters)                     COMP
 DF5264  Y           -  -4,692,864.739 (meters)                     COMP
 DF5264  Z           -   4,092,545.693 (meters)                     COMP
 DF5264  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 DF5264  ELLIP HEIGHT-         -13.90  (meters)          (04/17/03) GPS OBS
 DF5264  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 DF5264
 DF5264  HORZ ORDER  -  FIRST
 DF5264  ELLP ORDER  -  THIRD     CLASS I
 DF5264
 DF5264.The horizontal coordinates were established by GPS observations
 DF5264.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DF5264
 DF5264.The orthometric height was determined by GPS observations and a
 DF5264.high-resolution geoid model.
 DF5264
 DF5264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5264
 DF5264.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5264
 DF5264.The ellipsoidal height was determined by GPS observations
 DF5264.and is referenced to NAD 83.
 DF5264
 DF5264.The geoid height was determined by GEOID03.
 DF5264
 DF5264;                    North         East     Units Scale Factor Converg.
 DF5264;SPC NJ       -   148,646.363   187,171.397   MT  0.99991700   +0 16 53.5
 DF5264;SPC NJ       -   487,683.94    614,078.16   sFT  0.99991700   +0 16 53.5
 DF5264;UTM  18      - 4,447,212.473   579,733.672   MT  0.99967826   +0 36 14.8
 DF5264
 DF5264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5264!SPC NJ       -   1.00000218  x   0.99991700  =   0.99991918
 DF5264!UTM  18      -   1.00000218  x   0.99967826  =   0.99968044
 DF5264
 DF5264|---------------------------------------------------------------------|
 DF5264| PID    Reference Object                     Distance      Geod. Az  |
 DF5264|                                                           dddmmss.s |
 DF5264| KV6271 27612                               138.689 METERS 27555     |
 DF5264|---------------------------------------------------------------------|
 DF5264
 DF5264                          SUPERSEDED SURVEY CONTROL
 DF5264
 DF5264.No superseded survey control is available for this station.
 DF5264
 DF5264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7973447212(NAD 83)
 DF5264_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DF5264_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF5264_STAMPING: NONE
 DF5264_MARK LOGO: NJGS  
 DF5264_PROJECTION: FLUSH
 DF5264_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5264+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DF5264
 DF5264  HISTORY     - Date     Condition        Report By
 DF5264  HISTORY     - 2000     MONUMENTED       NJGS
 DF5264  HISTORY     - 20020202 GOOD             NJGS
 DF5264
 DF5264                          STATION DESCRIPTION
 DF5264
 DF5264'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DF5264'THE STATION IS LOCATED IN WALL TOWNSHIP IN THE CENTER GRASS MEDIAN OF
 DF5264'STATE ROUTE 138,
 DF5264'JUST WEST FROM THE INTERSECTION WITH NEW BEDFORD ROAD.  TO REACH THE
 DF5264'STATION FROM
 DF5264'THE INTERSECTION OF THE BRIDGE CARRYING STATE ROUTE 138 OVER THE
 DF5264'NORTHBOUND LANES OF
 DF5264'THE GARDEN STATE PARKWAY, GO EAST ON STATE ROUTE 138 FOR 1.9 MI TO THE
 DF5264'JUNCTION WITH
 DF5264'NEW BEDFORD ROAD AND THE STATION ON THE LEFT, SET FLUSH WITH THE
 DF5264'GROUND.
 DF5264' 
 DF5264'THE STATION IS 8.0 M WEST NORTHWEST FROM A TRAFFIC SIGNAL POLE, 5.7 M
 DF5264'NORTHWEST FROM A
 DF5264'STATE HIGHWAY DEPARTMENT ELECTRICAL JUNCTION BOX, 6.6 M WEST FROM AN
 DF5264'INLET ON THE
 DF5264'NORTHEAST SIDE OF THE MEDIAN, 3.7 M SOUTHWEST FROM A NO LEFT TURN
 DF5264'SIGN,  5.8 M NORTH
 DF5264'FROM THE NORTH EDGE OF PAVING OF STATE ROUTE 138, EASTBOUND LANES, AND
 DF5264'0.25 M NORTH
 DF5264'FROM A METAL WITNESS POST.   THE STATION IS A ROUND BRASS PLUG SET
 DF5264'INTO THE TOP OF A
 DF5264'ROUND CONCRETE MONUMENT.
 DF5264'
 DF5264'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6280 ***********************************************************************
 KV6280  DESIGNATION -  13 X 1
 KV6280  PID         -  KV6280
 KV6280  STATE/COUNTY-  NJ/MONMOUTH
 KV6280  USGS QUAD   -  FARMINGDALE (1989)
 KV6280
 KV6280                         *CURRENT SURVEY CONTROL
 KV6280  ___________________________________________________________________
 KV6280* NAD 83(1996)-  40 09 51.32321(N)    074 09 43.45963(W)     ADJUSTED  
 KV6280* NAVD 88     -        13.748  (meters)      45.10   (feet)  ADJUSTED  
 KV6280  ___________________________________________________________________
 KV6280  X           -   1,332,094.846 (meters)                     COMP
 KV6280  Y           -  -4,695,656.843 (meters)                     COMP
 KV6280  Z           -   4,091,927.968 (meters)                     COMP
 KV6280  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 KV6280  ELLIP HEIGHT-         -18.94  (meters)          (10/23/02) GPS OBS
 KV6280  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KV6280  DYNAMIC HT  -          13.742 (meters)      45.09  (feet)  COMP
 KV6280  MODELED GRAV-     980,183.8   (mgal)                       NAVD 88
 KV6280
 KV6280  HORZ ORDER  -  FIRST
 KV6280  VERT ORDER  -  FIRST     CLASS II
 KV6280  ELLP ORDER  -  FOURTH    CLASS I
 KV6280
 KV6280.The horizontal coordinates were established by GPS observations
 KV6280.and adjusted by the National Geodetic Survey in May 1999..
 KV6280
 KV6280.The orthometric height was determined by differential leveling
 KV6280.and adjusted by the National Geodetic Survey in June 1991..
 KV6280
 KV6280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6280
 KV6280.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6280
 KV6280.The ellipsoidal height was determined by GPS observations
 KV6280.and is referenced to NAD 83.
 KV6280
 KV6280.The geoid height was determined by GEOID03.
 KV6280
 KV6280.The dynamic height is computed by dividing the NAVD 88
 KV6280.geopotential number by the normal gravity value computed on the
 KV6280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6280.degrees latitude (g = 980.6199 gals.).
 KV6280
 KV6280.The modeled gravity was interpolated from observed gravity values.
 KV6280
 KV6280;                    North         East     Units Scale Factor Converg.
 KV6280;SPC NJ       -   147,805.748   178,784.852   MT  0.99991020   +0 13 04.7
 KV6280;SPC NJ       -   484,926.02    586,563.30   sFT  0.99991020   +0 13 04.7
 KV6280;UTM  18      - 4,446,324.877   571,354.031   MT  0.99966267   +0 32 25.7
 KV6280
 KV6280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6280!SPC NJ       -   1.00000297  x   0.99991020  =   0.99991317
 KV6280!UTM  18      -   1.00000297  x   0.99966267  =   0.99966564
 KV6280
 KV6280                          SUPERSEDED SURVEY CONTROL
 KV6280
 KV6280  ELLIP H (05/14/99)  -18.96   (m)                       GP(       ) 4 1
 KV6280  NAD 83(1986)-  40 09 51.32428(N)    074 09 43.46229(W) AD(       ) 1
 KV6280  NAVD 88 (02/25/94)   13.75   (m)           45.1    (f) LEVELING    3  
 KV6280  NGVD 29 (01/10/92)   14.074  (m)           46.17   (f) ADJUSTED    1 2
 KV6280
 KV6280.Superseded values are not recommended for survey control.
 KV6280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6280.See file dsdata.txt to determine how the superseded data were derived.
 KV6280
 KV6280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7135446325(NAD 83)
 KV6280_MARKER: DD = SURVEY DISK
 KV6280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6280_SP_SET: CONCRETE POST
 KV6280_STAMPING: 13 X 1 1989
 KV6280_MARK LOGO: NJGS  
 KV6280_PROJECTION: FLUSH
 KV6280_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6280+STABILITY: SURFACE MOTION
 KV6280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6280+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6280
 KV6280  HISTORY     - Date     Condition        Report By
 KV6280  HISTORY     - 1989     MONUMENTED       NJDT
 KV6280  HISTORY     - 19890616 GOOD             NJGS
 KV6280  HISTORY     - 19921221 GOOD             NJGS
 KV6280  HISTORY     - 19930617 GOOD
 KV6280  HISTORY     - 20020202 GOOD             NJGS
 KV6280
 KV6280                          STATION DESCRIPTION
 KV6280
 KV6280'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6280'THE STATION IS IN HOWELL TOWNSHIP, IN THE GRASS MEDIAN OF INTERSTATE
 KV6280'ROUTE I195, JUST WEST FROM ITS JUNCTION WITH COUNTY ROUTE 547.  TO
 KV6280'REACH THE STATION FROM THE JUNCTION, GO 0.64 KM (0.40 MI) WEST ON
 KV6280'I195 PASSING OVER THE I195 BRIDGE, STRUCTURE NUMBER 1333 163,
 KV6280'MILEPOST 31.15, OVER THE MANASQUAN RIVER TO THE STATION ON THE LEFT,
 KV6280'2.1 M (6.9 FT) SOUTH SOUTHWEST FROM THE EDGE OF THE WESTBOUND LANES
 KV6280'OF I195, 29.3 M (96.1 FT) EAST FROM THE WEST END OF A GUIDE RAIL,
 KV6280'18.55 M (60.86 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 KV6280'WESTBOUND BRIDGE SOUTH BALUSTRADE, 30.1 M (98.8 FT) WEST FROM THE
 KV6280'NORTHWEST CORNER OF THE EASTBOUND BRIDGE NORTH BALUSTRADE, 13.0 M
 KV6280'(42.7 FT) NORTH NORTHEAST FROM THE EDGE OF THE EASTBOUND LANES, 7.3 M
 KV6280'(24.0 FT) SOUTH SOUTHWEST FROM THE CENTERLINE OF THE WESTBOUND LANES,
 KV6280'26.3 M (86.3 FT) NORTHWEST FROM THE CENTER OF AN E TYPE INLET IN THE
 KV6280'MEDIAN AND FLUSH WITH THE GROUND.
 KV6280
 KV6280                          STATION RECOVERY (1992)
 KV6280
 KV6280'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV6280'RECOVERED IN GOOD CONDITION.
 KV6280
 KV6280                          STATION RECOVERY (1993)
 KV6280
 KV6280'RECOVERED 1993
 KV6280'RECOVERED IN GOOD CONDITION.
 KV6280
 KV6280                          STATION RECOVERY (2002)
 KV6280
 KV6280'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002
 KV6280'RECOVERED AS DESCRIBED WITH THE FOLLOWING  ADDITIONS.  THE STATION IS
 KV6280'LOCATED3.2 M EAST ALONG THE MEDIAN FROM MILE POST 31.1,  3.5 M
 KV6280'SOUTHEAST FROM A
 KV6280'METAL WITNESS POST WITH SIGN, AND 0.25 M NORTH FROM ANOTHER METAL
 KV6280'WITNESS POST.
 KV6280' 
 KV6280'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6329 ***********************************************************************
 KV6329  DESIGNATION -  13 X 2
 KV6329  PID         -  KV6329
 KV6329  STATE/COUNTY-  NJ/MONMOUTH
 KV6329  USGS QUAD   -  ALLENTOWN (1995)
 KV6329
 KV6329                         *CURRENT SURVEY CONTROL
 KV6329  ___________________________________________________________________
 KV6329* NAD 83(1996)-  40 10 48.09111(N)    074 33 11.83871(W)     ADJUSTED  
 KV6329* NAVD 88     -        31.643  (meters)     103.82   (feet)  ADJUSTED  
 KV6329  ___________________________________________________________________
 KV6329  X           -   1,299,704.870 (meters)                     COMP
 KV6329  Y           -  -4,703,567.470 (meters)                     COMP
 KV6329  Z           -   4,093,277.528 (meters)                     COMP
 KV6329  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 KV6329  ELLIP HEIGHT-          -0.88  (meters)          (04/17/03) GPS OBS
 KV6329  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KV6329  DYNAMIC HT  -          31.630 (meters)     103.77  (feet)  COMP
 KV6329  MODELED GRAV-     980,208.0   (mgal)                       NAVD 88
 KV6329
 KV6329  HORZ ORDER  -  FIRST
 KV6329  VERT ORDER  -  FIRST     CLASS II
 KV6329  ELLP ORDER  -  THIRD     CLASS I
 KV6329
 KV6329.The horizontal coordinates were established by GPS observations
 KV6329.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 KV6329
 KV6329.The orthometric height was determined by differential leveling
 KV6329.and adjusted by the National Geodetic Survey in June 1991..
 KV6329
 KV6329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6329
 KV6329.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6329
 KV6329.The ellipsoidal height was determined by GPS observations
 KV6329.and is referenced to NAD 83.
 KV6329
 KV6329.The geoid height was determined by GEOID03.
 KV6329
 KV6329.The dynamic height is computed by dividing the NAVD 88
 KV6329.geopotential number by the normal gravity value computed on the
 KV6329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6329.degrees latitude (g = 980.6199 gals.).
 KV6329
 KV6329.The modeled gravity was interpolated from observed gravity values.
 KV6329
 KV6329;                    North         East     Units Scale Factor Converg.
 KV6329;SPC NJ       -   149,503.126   145,461.913   MT  0.99990025   -0 02 03.8
 KV6329;SPC NJ       -   490,494.84    477,236.29   sFT  0.99990025   -0 02 03.8
 KV6329;UTM  18      - 4,447,834.233   538,030.897   MT  0.99961780   +0 17 17.6
 KV6329
 KV6329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6329!SPC NJ       -   1.00000014  x   0.99990025  =   0.99990039
 KV6329!UTM  18      -   1.00000014  x   0.99961780  =   0.99961794
 KV6329
 KV6329                          SUPERSEDED SURVEY CONTROL
 KV6329
 KV6329  NAVD 88 (04/17/03)   31.64   (m)          103.8    (f) LEVELING    3  
 KV6329  NGVD 29 (01/10/92)   31.971  (m)          104.89   (f) ADJUSTED    1 2
 KV6329
 KV6329.Superseded values are not recommended for survey control.
 KV6329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6329.See file dsdata.txt to determine how the superseded data were derived.
 KV6329
 KV6329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3803147834(NAD 83)
 KV6329_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV6329_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6329_SP_SET: PREFAB CONC. POST IN EARTH
 KV6329_STAMPING: 13 X 2
 KV6329_MARK LOGO: NJGS  
 KV6329_PROJECTION: RECESSED 30 CENTIMETERS
 KV6329_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6329+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6329
 KV6329  HISTORY     - Date     Condition        Report By
 KV6329  HISTORY     - 1989     MONUMENTED       NJDT
 KV6329  HISTORY     - 19890629 GOOD             NJGS
 KV6329  HISTORY     - 20020202 GOOD             NJGS
 KV6329
 KV6329                          STATION DESCRIPTION
 KV6329
 KV6329'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6329'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6329'IN UPPER FREEHOLD TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION
 KV6329'OF ROUTE I195, EXIT 8, AT BRIDGE STRUCTURE 1330.150, MILEPOST 8.53,
 KV6329'AND COUNTY ROUTE 539, OLD YORK ROAD, GO EAST 1.6 KM (1.0 MI) ON I195
 KV6329'TO THE MARK ON THE LEFT, 8.3 M (27.2 FT) SOUTH FROM THE EDGE OF THE
 KV6329'WESTBOUND I195 LANES, 8.2 M (26.9 FT) NORTH FROM THE EDGE OF THE
 KV6329'EASTBOUND I195 LANES, 13.2 M (43.3 FT) SOUTHEAST FROM THE WEST END OF
 KV6329'A SHRUB ROW IN THE MEDIAN, 110.0 M (360.9 FT) SOUTHEAST FROM THE EAST
 KV6329'END OF A SHRUB ROW IN THE MEDIAN, 122.0 M (400.3 FT) EAST FROM AN E
 KV6329'TYPE INLET IN THE MEDIAN, ABOUT 195.0 M (639.8 FT) EAST FROM THE
 KV6329'HEADWALL OF AN INTERMITTANT STREAM ON THE NORTH SIDE OF THE WESTBOUND
 KV6329'LANES, ALSO THE STATION IS AT THE SITE OF AN OFFICIAL USE ONLY MEDIAN
 KV6329'CROSSING AND SET 0.3 M (1.0 FT) BELOW THE GROUND.  THE STATION IS A
 KV6329'0.02 M (0.07 FT) DIAMETER BRASS PLUG.
 KV6329
 KV6329                          STATION RECOVERY (2002)
 KV6329
 KV6329'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002
 KV6329'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  THE STATION IS
 KV6329'LOCATED 54.1 M EAST
 KV6329'ALONG THE MEDIAN FROM MILE POST 9.5 AND 0.25 M NORTH FROM A METAL
 KV6329'WITNESS POST.
 KV6329' 
 KV6329' 
 KV6329'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6977 ***********************************************************************
 KV6977  DESIGNATION -  13 X 3
 KV6977  PID         -  KV6977
 KV6977  STATE/COUNTY-  NJ/MONMOUTH
 KV6977  USGS QUAD   -  ADELPHIA (1981)
 KV6977
 KV6977                         *CURRENT SURVEY CONTROL
 KV6977  ___________________________________________________________________
 KV6977* NAD 83(1996)-  40 12 25.45452(N)    074 21 05.35507(W)     ADJUSTED  
 KV6977* NAVD 88     -        49.6    (meters)     163.     (feet)  GPS OBS   
 KV6977  ___________________________________________________________________
 KV6977  X           -   1,315,744.133 (meters)                     COMP
 KV6977  Y           -  -4,697,107.695 (meters)                     COMP
 KV6977  Z           -   4,095,583.187 (meters)                     COMP
 KV6977  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 KV6977  ELLIP HEIGHT-          17.25  (meters)          (10/23/02) GPS OBS
 KV6977  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV6977
 KV6977  HORZ ORDER  -  FIRST
 KV6977  ELLP ORDER  -  FOURTH    CLASS I
 KV6977
 KV6977.The horizontal coordinates were established by GPS observations
 KV6977.and adjusted by the National Geodetic Survey in May 1999..
 KV6977
 KV6977.The orthometric height was determined by GPS observations and a
 KV6977.high-resolution geoid model.
 KV6977
 KV6977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6977
 KV6977.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6977
 KV6977.The ellipsoidal height was determined by GPS observations
 KV6977.and is referenced to NAD 83.
 KV6977
 KV6977.The geoid height was determined by GEOID03.
 KV6977
 KV6977;                    North         East     Units Scale Factor Converg.
 KV6977;SPC NJ       -   152,515.117   162,642.401   MT  0.99990197   +0 05 45.1
 KV6977;SPC NJ       -   500,376.68    533,602.61   sFT  0.99990197   +0 05 45.1
 KV6977;UTM  18      - 4,450,942.087   555,189.455   MT  0.99963749   +0 25 07.2
 KV6977
 KV6977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6977!SPC NJ       -   0.99999729  x   0.99990197  =   0.99989926
 KV6977!UTM  18      -   0.99999729  x   0.99963749  =   0.99963478
 KV6977
 KV6977                          SUPERSEDED SURVEY CONTROL
 KV6977
 KV6977  ELLIP H (05/14/99)   17.24   (m)                       GP(       ) 4 1
 KV6977  NAD 83(1986)-  40 12 25.45546(N)    074 21 05.35715(W) AD(       ) 1
 KV6977
 KV6977.Superseded values are not recommended for survey control.
 KV6977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6977.See file dsdata.txt to determine how the superseded data were derived.
 KV6977
 KV6977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5518950942(NAD 83)
 KV6977_MARKER: DD = SURVEY DISK
 KV6977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6977_SP_SET: CONCRETE POST
 KV6977_STAMPING: 13 X 3 1991
 KV6977_MARK LOGO: NJGS  
 KV6977_PROJECTION: RECESSED 10 CENTIMETERS
 KV6977_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6977+STABILITY: SURFACE MOTION
 KV6977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6977+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6977
 KV6977  HISTORY     - Date     Condition        Report By
 KV6977  HISTORY     - 1991     MONUMENTED       NJGS
 KV6977  HISTORY     - 19930629 GOOD
 KV6977  HISTORY     - 19980120 GOOD             USPSQD
 KV6977  HISTORY     - 20020202 GOOD             NJGS
 KV6977
 KV6977                          STATION DESCRIPTION
 KV6977
 KV6977'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6977'THE STATION IS LOCATED IN FREEHOLD TOWNSHIP ON THE GROUNDS OF THE
 KV6977'FREEHOLD TOWNSHIP INDEPENDENT FIRE COMPANY NUMBER 1.  TO REACH THE
 KV6977'STATION FROM THE INTERSECTION OF MONMOUTH ROAD, COUNTY 537 AND
 KV6977'SMITHBURG ROAD TO THE NORTH, COUNTY ROAD 527 AND SILOAM ROAD, COUNTY
 KV6977'ROAD 527 TO THE SOUTH, GO 0.2 MI (0.3 KM) SOUTHEAST ON SILOAM ROAD TO
 KV6977'THE STATION ON THE RIGHT, SET IN A GRASS AREA NORTHWEST OF THE
 KV6977'FIREHOUSE.  THE STATION IS 4.6 M (15.1 FT) SOUTHWEST FROM THE EDGE OF
 KV6977'PAVING OF SILOAM ROAD, 8.8 M (28.9 FT) SOUTHWEST FROM THE CENTERLINE
 KV6977'OF SILOAM ROAD, 33.3 M (109.3 FT) NORTHWEST FROM POLE NUMBER JC 4336
 KV6977'FRT, 31.8 M (104.3 FT) SOUTH FROM POLE NUMBER BT 3764, 48.3 M
 KV6977'(158.5 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE FIREHOUSE, 46.1
 KV6977'M (151.2 FT) NORTH FROM THE CENTER OF THE GASOLINE PUMP ISLAND ON THE
 KV6977'WEST SIDE OF THE FIREHOUSE AND 29.6 M (97.1 FT) SOUTH SOUTHEAST OF
 KV6977'THE FIREHOUSE SIGN.  THE STATION IS SET 0.1 M (0.3 FT) BELOW THE
 KV6977'GROUND.
 KV6977
 KV6977                          STATION RECOVERY (1993)
 KV6977
 KV6977'RECOVERED 1993
 KV6977'RECOVERED IN GOOD CONDITION.
 KV6977
 KV6977                          STATION RECOVERY (1998)
 KV6977
 KV6977'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV6977'RECOVERED IN GOOD CONDITION.
 KV6977
 KV6977                          STATION RECOVERY (2002)
 KV6977
 KV6977'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6977'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 KV6977'NOW ENCLOSED BY A
 KV6977'3 FOOT HIGH CHAIN LINK FENCE FOR A K-9 TRAINING AREA.  THE STATION IS
 KV6977'31.0 M NORTHWEST FROM
 KV6977'THE NORTHEAST CORNER OF THE FENCE, 1.3 M SOUTHWEST AND NORMAL TO THE
 KV6977'FENCE, 30.2 M
 KV6977'SOUTHEAST FROM THE NORTHWEST CORNER OF THE FENCE.  A CELLULAR PHONE
 KV6977'TOWER HAS BEEN
 KV6977'ERECTED SOUTH OF THE STATION.
 KV6977'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9817 ***********************************************************************
 DE9817  DESIGNATION -  13 X 5
 DE9817  PID         -  DE9817
 DE9817  STATE/COUNTY-  NJ/MONMOUTH
 DE9817  USGS QUAD   -  ALLENTOWN (1995)
 DE9817
 DE9817                         *CURRENT SURVEY CONTROL
 DE9817  ___________________________________________________________________
 DE9817* NAD 83(1986)-  40 10 53.     (N)    074 35 22.     (W)     SCALED    
 DE9817* NAVD 88     -        24.504  (meters)      80.39   (feet)  ADJUSTED  
 DE9817  ___________________________________________________________________
 DE9817  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 DE9817  DYNAMIC HT  -          24.493 (meters)      80.36  (feet)  COMP
 DE9817  MODELED GRAV-     980,204.4   (mgal)                       NAVD 88
 DE9817
 DE9817  VERT ORDER  -  FIRST     CLASS II
 DE9817
 DE9817.The horizontal coordinates were scaled from a topographic map and have
 DE9817.an estimated accuracy of +/- 6 seconds.
 DE9817
 DE9817.The orthometric height was determined by differential leveling
 DE9817.and adjusted by the National Geodetic Survey in March 2005..
 DE9817
 DE9817.The geoid height was determined by GEOID03.
 DE9817
 DE9817.The dynamic height is computed by dividing the NAVD 88
 DE9817.geopotential number by the normal gravity value computed on the
 DE9817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9817.degrees latitude (g = 980.6199 gals.).
 DE9817
 DE9817.The modeled gravity was interpolated from observed gravity values.
 DE9817
 DE9817;                    North         East    Units  Estimated Accuracy
 DE9817;SPC NJ       -   149,660.      142,380.      MT  (+/- 180 meters Scaled)
 DE9817
 DE9817                          SUPERSEDED SURVEY CONTROL
 DE9817
 DE9817.No superseded survey control is available for this station.
 DE9817
 DE9817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK349479(NAD 83)
 DE9817_MARKER: DD = SURVEY DISK
 DE9817_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DE9817_SP_SET: CONCRETE BRIDGE SIDEWALK
 DE9817_STAMPING: 13 X 5 2002
 DE9817_MARK LOGO: NJGS  
 DE9817_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9817+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 DE9817
 DE9817  HISTORY     - Date     Condition        Report By
 DE9817  HISTORY     - 2002     MONUMENTED       NJGS
 DE9817  HISTORY     - 20020708 GOOD             NJGS
 DE9817
 DE9817                          STATION DESCRIPTION
 DE9817
 DE9817'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DE9817'THE STATION IS LOCATED IN THE BOROUGH OF ALLENTOWN AT THE SOUTHWEST
 DE9817'CORNER OF THE
 DE9817'BRIDGE CARRYING ALLENTOWN ROBBINSVILLE ROAD, COUNTY ROAD 526 OVER
 DE9817'INDIAN RUN AT THE
 DE9817'COUNTY LINE BETWEEN MONMOUTH AND MERCER COUNTIES.  THE STATION IS SET
 DE9817'FLUSH IN A DRILL
 DE9817'HOLE AT THE SOUTHWEST CORNER BRIDGE SIDEWALK.  THE STATION IS 1.15 M
 DE9817'WEST FROM THE
 DE9817'WEST CURBLINE OF COUNTY ROAD 526, ALSO KNOWN AS CHURCH STREET, 3.3 M
 DE9817'SOUTH FROM THE
 DE9817'CENTERLINE OF THE BRIDGE, 14.0 M SOUTH FROM A SIGN FOR THE COUNTY LINE
 DE9817'BETWEEN
 DE9817'MONMOUTH AND MERCER COUNTIES, 5.2 M NORTH FROM WOOD UTILITY POLE
 DE9817'NUMBER 60001, AND
 DE9817'2.2 M NORTH FROM A SPEED ENFORCED BY RADAR TRAFFIC SIGN.
 DE9817'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6282 ***********************************************************************
 KV6282  DESIGNATION -  13 Y 1
 KV6282  PID         -  KV6282
 KV6282  STATE/COUNTY-  NJ/MONMOUTH
 KV6282  USGS QUAD   -  FARMINGDALE (1989)
 KV6282
 KV6282                         *CURRENT SURVEY CONTROL
 KV6282  ___________________________________________________________________
 KV6282* NAD 83(1986)-  40 09 53.     (N)    074 10 07.     (W)     SCALED    
 KV6282* NAVD 88     -        19.680  (meters)      64.57   (feet)  ADJUSTED  
 KV6282  ___________________________________________________________________
 KV6282  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KV6282  DYNAMIC HT  -          19.671 (meters)      64.54  (feet)  COMP
 KV6282  MODELED GRAV-     980,185.2   (mgal)                       NAVD 88
 KV6282
 KV6282  VERT ORDER  -  FIRST     CLASS II
 KV6282
 KV6282.The horizontal coordinates were scaled from a topographic map and have
 KV6282.an estimated accuracy of +/- 6 seconds.
 KV6282
 KV6282.The orthometric height was determined by differential leveling
 KV6282.and adjusted by the National Geodetic Survey in June 1991..
 KV6282
 KV6282.The geoid height was determined by GEOID03.
 KV6282
 KV6282.The dynamic height is computed by dividing the NAVD 88
 KV6282.geopotential number by the normal gravity value computed on the
 KV6282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6282.degrees latitude (g = 980.6199 gals.).
 KV6282
 KV6282.The modeled gravity was interpolated from observed gravity values.
 KV6282
 KV6282;                    North         East    Units  Estimated Accuracy
 KV6282;SPC NJ       -   147,860.      178,230.      MT  (+/- 180 meters Scaled)
 KV6282
 KV6282                          SUPERSEDED SURVEY CONTROL
 KV6282
 KV6282  NGVD 29 (01/10/92)   20.006  (m)           65.64   (f) ADJUSTED    1 2
 KV6282
 KV6282.Superseded values are not recommended for survey control.
 KV6282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6282.See file dsdata.txt to determine how the superseded data were derived.
 KV6282
 KV6282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK707463(NAD 83)
 KV6282_MARKER: DD = SURVEY DISK
 KV6282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6282_SP_SET: CONCRETE POST
 KV6282_STAMPING: 13 Y 1 1989
 KV6282_MARK LOGO: NJGS  
 KV6282_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6282+STABILITY: SURFACE MOTION
 KV6282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6282+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1989
 KV6282
 KV6282  HISTORY     - Date     Condition        Report By
 KV6282  HISTORY     - 1989     MONUMENTED       NJDT
 KV6282  HISTORY     - 19890616 GOOD             NJGS
 KV6282
 KV6282                          STATION DESCRIPTION
 KV6282
 KV6282'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6282'THE STATION IS IN HOWELL TOWNSHIP, IN THE GRASS MEDIAN OF INTERSTATE
 KV6282'ROUTE I195, WEST OF ITS JUNCTION WITH NORTHBOUND COUNTY ROUTE 547.
 KV6282'TO REACH THE STATION FROM THE JUNCTION, GO 1.28 KM (0.80 MI) WEST ON
 KV6282'I195 TO THE STATION ON THE LEFT, 2.05 M (6.73 FT) SOUTH SOUTHWEST
 KV6282'FROM THE EDGE OF THE WESTBOUND LANES, 7.2 M (23.6 FT) SOUTH SOUTHWEST
 KV6282'FROM THE CENTERLINE OF THE WESTBOUND LANES, 59.95 M (196.69 FT) EAST
 KV6282'SOUTHEAST FROM AN E TYPE INLET IN THE MEDIAN, 19.15 M (62.83 FT)
 KV6282'SOUTH FROM A 55 MPH SPEED LIMIT SIGN, 52.6 M (172.6 FT) WEST
 KV6282'SOUTHWEST FROM THE EAST END OF A GUIDE RAIL, 12.9 M (42.3 FT) NORTH
 KV6282'NORTHEAST FROM THE EDGE OF THE EASTBOUND LANES AND FLUSH WITH THE
 KV6282'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6330 ***********************************************************************
 KV6330  DESIGNATION -  13 Y 2
 KV6330  PID         -  KV6330
 KV6330  STATE/COUNTY-  NJ/MONMOUTH
 KV6330  USGS QUAD   -  ALLENTOWN (1995)
 KV6330
 KV6330                         *CURRENT SURVEY CONTROL
 KV6330  ___________________________________________________________________
 KV6330* NAD 83(1996)-  40 11 01.31800(N)    074 33 50.70282(W)     ADJUSTED  
 KV6330* NAVD 88     -        33.228  (meters)     109.02   (feet)  ADJUSTED  
 KV6330  ___________________________________________________________________
 KV6330  X           -   1,298,748.864 (meters)                     COMP
 KV6330  Y           -  -4,703,559.691 (meters)                     COMP
 KV6330  Z           -   4,093,590.223 (meters)                     COMP
 KV6330  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 KV6330  ELLIP HEIGHT-           0.68  (meters)          (10/23/02) GPS OBS
 KV6330  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KV6330  DYNAMIC HT  -          33.214 (meters)     108.97  (feet)  COMP
 KV6330  MODELED GRAV-     980,206.7   (mgal)                       NAVD 88
 KV6330
 KV6330  HORZ ORDER  -  FIRST
 KV6330  VERT ORDER  -  FIRST     CLASS II
 KV6330  ELLP ORDER  -  FOURTH    CLASS I
 KV6330
 KV6330.The horizontal coordinates were established by GPS observations
 KV6330.and adjusted by the National Geodetic Survey in May 1999..
 KV6330
 KV6330.The orthometric height was determined by differential leveling
 KV6330.and adjusted by the National Geodetic Survey in June 1991..
 KV6330
 KV6330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6330
 KV6330.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6330
 KV6330.The ellipsoidal height was determined by GPS observations
 KV6330.and is referenced to NAD 83.
 KV6330
 KV6330.The geoid height was determined by GEOID03.
 KV6330
 KV6330.The dynamic height is computed by dividing the NAVD 88
 KV6330.geopotential number by the normal gravity value computed on the
 KV6330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6330.degrees latitude (g = 980.6199 gals.).
 KV6330
 KV6330.The modeled gravity was interpolated from observed gravity values.
 KV6330
 KV6330;                    North         East     Units Scale Factor Converg.
 KV6330;SPC NJ       -   149,911.662   144,542.848   MT  0.99990037   -0 02 28.9
 KV6330;SPC NJ       -   491,835.18    474,220.99   sFT  0.99990037   -0 02 28.9
 KV6330;UTM  18      - 4,448,237.473   537,109.807   MT  0.99961695   +0 16 52.6
 KV6330
 KV6330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6330!SPC NJ       -   0.99999989  x   0.99990037  =   0.99990026
 KV6330!UTM  18      -   0.99999989  x   0.99961695  =   0.99961684
 KV6330
 KV6330                          SUPERSEDED SURVEY CONTROL
 KV6330
 KV6330  ELLIP H (05/14/99)    0.67   (m)                       GP(       ) 4 1
 KV6330  NAD 83(1992)-  40 11 01.31726(N)    074 33 50.70276(W) AD(       ) 1
 KV6330  ELLIP H (12/16/96)    0.63   (m)                       GP(       ) 2 1
 KV6330  NAVD 88 (12/16/96)   33.23   (m)          109.0    (f) LEVELING    3  
 KV6330  NGVD 29 (01/10/92)   33.556  (m)          110.09   (f) ADJUSTED    1 2
 KV6330
 KV6330.Superseded values are not recommended for survey control.
 KV6330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6330.See file dsdata.txt to determine how the superseded data were derived.
 KV6330
 KV6330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3711048237(NAD 83)
 KV6330_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV6330_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6330_SP_SET: PREFAB CONC. POST IN EARTH
 KV6330_STAMPING: 13 Y 2
 KV6330_MARK LOGO: NJGS  
 KV6330_PROJECTION: RECESSED 10 CENTIMETERS
 KV6330_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6330+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6330
 KV6330  HISTORY     - Date     Condition        Report By
 KV6330  HISTORY     - 1989     MONUMENTED       NJGS
 KV6330  HISTORY     - 19890629 GOOD             NJGS
 KV6330  HISTORY     - 19951129 GOOD             TWT
 KV6330  HISTORY     - 20020202 GOOD             NJGS
 KV6330
 KV6330                          STATION DESCRIPTION
 KV6330
 KV6330'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6330'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6330'IN UPPER FREEHOLD TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION
 KV6330'OF ROUTE I195, EXIT 8, AT BRIDGE STRUCTURE 1330.150, MILEPOST 8.53
 KV6330'AND COUNTY ROUTE 539, OLD YORK ROAD, GO EAST 0.56 KM (0.35 MI) ON
 KV6330'I195 TO THE MARK ON THE LEFT, 8.2 M (26.9 FT) SOUTHWEST FROM THE EDGE
 KV6330'OF THE WESTBOUND I195 LANES, 8.2 METERS NORTHEAST FROM THE EDGE OF
 KV6330'THE EASTBOUND I195 LANES, 72.7 M (238.5 FT) EAST FROM AND MEASURED
 KV6330'ALONG THE MEDIAN, NORMAL TO A ROUTE 539, EXIT 8 SIGN ON THE NORTHEAST
 KV6330'SIDE OF I195, 48.7 M (159.8 FT) SOUTHEAST FROM THE CENTERLINE OF A
 KV6330'BOX CULVERT ACROSS I195, 275.0 M (902.2 FT) EAST FROM THE EAST POST
 KV6330'OF A SIGN BRIDGE, STRUCTURE 1330.200, MILEPOST 8.75, OVER THE
 KV6330'WESTBOUND I195 LANES AND SET 0.1 M (0.3 FT) BELOW THE GROUND.  THE
 KV6330'STATION IS A 0.02 M (0.07 FT) DIAMETER BRASS PLUG.
 KV6330
 KV6330                          STATION RECOVERY (1995)
 KV6330
 KV6330'RECOVERY NOTE BY TWT CONS ENG 1995 (WPD)
 KV6330'RECOVERED AS DESCRIBED.
 KV6330
 KV6330                          STATION RECOVERY (2002)
 KV6330
 KV6330'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6330'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 KV6330'LOCATED 18.9 M
 KV6330'EAST ALONG THE MEDIAN FROM MILE POST 8.9 ON THE EAST BOUND LANES,
 KV6330'21.6 M NORTHWEST
 KV6330'FROM A METAL LEFT LANE DELINEATOR POST WITH A WITNESS SIGN ATTACHED,
 KV6330'AND 0.50 M NORTH
 KV6330'FROM A METAL WITNESS POST.
 KV6330' 
 KV6330' 
 KV6330' 
 KV6330'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6978 ***********************************************************************
 KV6978  DESIGNATION -  13 Y 3
 KV6978  PID         -  KV6978
 KV6978  STATE/COUNTY-  NJ/MONMOUTH
 KV6978  USGS QUAD   -  ADELPHIA (1981)
 KV6978
 KV6978                         *CURRENT SURVEY CONTROL
 KV6978  ___________________________________________________________________
 KV6978* NAD 83(1996)-  40 14 56.82543(N)    074 17 23.75213(W)     ADJUSTED  
 KV6978* NAVD 88     -        57.7    (meters)     189.     (feet)  GPS OBS   
 KV6978  ___________________________________________________________________
 KV6978  X           -   1,319,974.980 (meters)                     COMP
 KV6978  Y           -  -4,692,794.666 (meters)                     COMP
 KV6978  Z           -   4,099,153.060 (meters)                     COMP
 KV6978  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 KV6978  ELLIP HEIGHT-          25.37  (meters)          (10/23/02) GPS OBS
 KV6978  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV6978
 KV6978  HORZ ORDER  -  FIRST
 KV6978  ELLP ORDER  -  FOURTH    CLASS I
 KV6978
 KV6978.The horizontal coordinates were established by GPS observations
 KV6978.and adjusted by the National Geodetic Survey in May 1999..
 KV6978
 KV6978.The orthometric height was determined by GPS observations and a
 KV6978.high-resolution geoid model.
 KV6978
 KV6978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6978
 KV6978.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6978
 KV6978.The ellipsoidal height was determined by GPS observations
 KV6978.and is referenced to NAD 83.
 KV6978
 KV6978.The geoid height was determined by GEOID03.
 KV6978
 KV6978;                    North         East     Units Scale Factor Converg.
 KV6978;SPC NJ       -   157,194.152   167,871.450   MT  0.99990393   +0 08 08.6
 KV6978;SPC NJ       -   515,727.81    550,758.25   sFT  0.99990393   +0 08 08.6
 KV6978;UTM  18      - 4,455,649.286   560,390.688   MT  0.99964489   +0 27 31.7
 KV6978
 KV6978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6978!SPC NJ       -   0.99999602  x   0.99990393  =   0.99989995
 KV6978!UTM  18      -   0.99999602  x   0.99964489  =   0.99964091
 KV6978
 KV6978                          SUPERSEDED SURVEY CONTROL
 KV6978
 KV6978  ELLIP H (05/14/99)   25.36   (m)                       GP(       ) 4 1
 KV6978  NAD 83(1986)-  40 14 56.82630(N)    074 17 23.75428(W) AD(       ) 1
 KV6978
 KV6978.Superseded values are not recommended for survey control.
 KV6978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6978.See file dsdata.txt to determine how the superseded data were derived.
 KV6978
 KV6978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6039155649(NAD 83)
 KV6978_MARKER: DD = SURVEY DISK
 KV6978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6978_SP_SET: CONCRETE POST
 KV6978_STAMPING: 13 Y 3 1991
 KV6978_MARK LOGO: NJGS  
 KV6978_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6978+STABILITY: SURFACE MOTION
 KV6978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6978+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1993
 KV6978
 KV6978  HISTORY     - Date     Condition        Report By
 KV6978  HISTORY     - 1991     MONUMENTED       NJGS
 KV6978  HISTORY     - 19930622 GOOD
 KV6978
 KV6978                          STATION DESCRIPTION
 KV6978
 KV6978'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6978'THE STATION IS LOCATED IN FREEHOLD TOWNSHIP, AT THE JUGHANDLE ENTRANCE
 KV6978'TO THE FREEHOLD RACEWAY MALL, OFF THE EASTBOUND LANES OF COUNTY ROAD
 KV6978'537.  TO REACH THE STATION FROM THE COUNTY ROAD 537 BRIDGE OVER STATE
 KV6978'HIGHWAY 33, GO 0.3 MI (0.5 KM) TO THE JUGHANDLE ON THE RIGHT. GO
 KV6978'AROUND THE JUGHANDLE TO THE STATION ON THE RIGHT ON THE SOUTH SIDE OF
 KV6978'THE CENTER GRASS AREA ON THE TANGENT LEADING ACROSS THE HIGHWAY.  THE
 KV6978'STATION IS 42.5 M (139.4 FT) SOUTHEAST OF THE SOUTHEAST CURBLINE OF
 KV6978'COUNTY ROAD 537, 39.2 M (128.6 FT) SOUTHEAST OF THE TRAFFIC SIGNAL
 KV6978'POST, 41.9 M (137.5 FT) SOUTH SOUTHEAST OF POLE BT 1444 FT, 3.1 M
 KV6978'(10.2 FT) NORTH NORTHEAST OF THE CURBLINE OF THE JUGHANDLE, 26.0 M
 KV6978'(85.3 FT) EAST OF THE CENTER OF A RECTANGULAR STATE HIGHWAY
 KV6978'DEPARTMENT MANHOLE, 38.5 M (126.3 FT) SOUTHEAST OF THE SOUTHEAST
 KV6978'CORNER OF A FIVE FOOTHIGH ALUMINUM TRAFFIC CONTROL BOX AND 6.9 M
 KV6978'(22.6 FT) NORTHEAST OF THE CENTER OF AN INLET ON THE NORTH SIDE OF
 KV6978'THE JUGHANDLE LANE.  THE STATION IS 0.1 M (0.3 FT) BELOW THE GROUND.
 KV6978
 KV6978                          STATION RECOVERY (1993)
 KV6978
 KV6978'RECOVERED 1993
 KV6978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6283 ***********************************************************************
 KV6283  DESIGNATION -  13 Z 1
 KV6283  PID         -  KV6283
 KV6283  STATE/COUNTY-  NJ/MONMOUTH
 KV6283  USGS QUAD   -  FARMINGDALE (1989)
 KV6283
 KV6283                         *CURRENT SURVEY CONTROL
 KV6283  ___________________________________________________________________
 KV6283* NAD 83(1996)-  40 09 57.14647(N)    074 10 33.12351(W)     ADJUSTED  
 KV6283* NAVD 88     -        28.395  (meters)      93.16   (feet)  ADJUSTED  
 KV6283  ___________________________________________________________________
 KV6283  X           -   1,330,935.667 (meters)                     COMP
 KV6283  Y           -  -4,695,876.774 (meters)                     COMP
 KV6283  Z           -   4,092,074.687 (meters)                     COMP
 KV6283  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 KV6283  ELLIP HEIGHT-          -4.27  (meters)          (04/17/03) GPS OBS
 KV6283  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KV6283  DYNAMIC HT  -          28.383 (meters)      93.12  (feet)  COMP
 KV6283  MODELED GRAV-     980,186.7   (mgal)                       NAVD 88
 KV6283
 KV6283  HORZ ORDER  -  FIRST
 KV6283  VERT ORDER  -  FIRST     CLASS II
 KV6283  ELLP ORDER  -  THIRD     CLASS I
 KV6283
 KV6283.The horizontal coordinates were established by GPS observations
 KV6283.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 KV6283
 KV6283.The orthometric height was determined by differential leveling
 KV6283.and adjusted by the National Geodetic Survey in June 1991..
 KV6283
 KV6283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6283
 KV6283.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6283
 KV6283.The ellipsoidal height was determined by GPS observations
 KV6283.and is referenced to NAD 83.
 KV6283
 KV6283.The geoid height was determined by GEOID03.
 KV6283
 KV6283.The dynamic height is computed by dividing the NAVD 88
 KV6283.geopotential number by the normal gravity value computed on the
 KV6283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6283.degrees latitude (g = 980.6199 gals.).
 KV6283
 KV6283.The modeled gravity was interpolated from observed gravity values.
 KV6283
 KV6283;                    North         East     Units Scale Factor Converg.
 KV6283;SPC NJ       -   147,980.963   177,609.086   MT  0.99990938   +0 12 32.6
 KV6283;SPC NJ       -   485,500.88    582,705.81   sFT  0.99990938   +0 12 32.6
 KV6283;UTM  18      - 4,446,493.429   570,177.589   MT  0.99966063   +0 31 53.7
 KV6283
 KV6283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6283!SPC NJ       -   1.00000067  x   0.99990938  =   0.99991005
 KV6283!UTM  18      -   1.00000067  x   0.99966063  =   0.99966130
 KV6283
 KV6283                          SUPERSEDED SURVEY CONTROL
 KV6283
 KV6283  NAVD 88 (04/17/03)   28.39   (m)           93.1    (f) LEVELING    3  
 KV6283  NGVD 29 (01/10/92)   28.721  (m)           94.23   (f) ADJUSTED    1 2
 KV6283
 KV6283.Superseded values are not recommended for survey control.
 KV6283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6283.See file dsdata.txt to determine how the superseded data were derived.
 KV6283
 KV6283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7017846493(NAD 83)
 KV6283_MARKER: DD = SURVEY DISK
 KV6283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6283_SP_SET: CONCRETE POST
 KV6283_STAMPING: 13 Z 1 1989
 KV6283_MARK LOGO: NJGS  
 KV6283_PROJECTION: FLUSH
 KV6283_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6283+STABILITY: SURFACE MOTION
 KV6283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6283+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6283
 KV6283  HISTORY     - Date     Condition        Report By
 KV6283  HISTORY     - 1989     MONUMENTED       NJDT
 KV6283  HISTORY     - 19890616 GOOD             NJGS
 KV6283  HISTORY     - 20020202 GOOD             NJGS
 KV6283
 KV6283                          STATION DESCRIPTION
 KV6283
 KV6283'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6283'THE STATION IS IN HOWELL TOWNSHIP, IN THE GRASS MEDIAN OF INTERSTATE
 KV6283'ROUTE I195, JUST WEST OF THE I195 BRIDGE STRUCTURE NUMBER 1333 159,
 KV6283'MILEPOST 30.42, OVER THE CENTRAL RAILROAD OF NEW JERSEY LINE FROM
 KV6283'FARMINGDALE.  TO REACH THE STATION FROM THE JUNCTION OF I195 AND
 KV6283'COUNTY ROUTE 547, GO 1.82 KM (1.13 MI) WEST ON I195 TO JUST WEST OF
 KV6283'THE STRUCTURE AND THE STATION ON THE LEFT, 2.0 M (6.6 FT) SOUTH
 KV6283'SOUTHWEST FROM THE EDGE OF THE WESTBOUND LANES, 13.0 M (42.7 FT)
 KV6283'NORTH NORTHEAST FROM THE EDGE OF THE EASTBOUND LANES, 8.5 M (27.9 FT)
 KV6283'NORTH NORTHEAST FROM THE END OF A GUIDE RAIL, 6.45 M (21.16 FT) WEST
 KV6283'FROM THE SOUTHWEST CORNER OF THE WESTBOUND SOUTH BALUSTRADE, 62.4 M
 KV6283'(204.7 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE EASTBOUND NORTH
 KV6283'BALUSTRADE AND FLUSH WITH THE GROUND.
 KV6283
 KV6283                          STATION RECOVERY (2002)
 KV6283
 KV6283'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6283'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 KV6283'LOCATED 56.7 M
 KV6283'WEST ALONG THE MEDIAN FROM MILE POST 30.4 AND IS 0.5 M NORTH FROM A
 KV6283'METAL WITNESS POST.
 KV6283' 
 KV6283'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6946 ***********************************************************************
 KV6946  DESIGNATION -  13 Z 2
 KV6946  PID         -  KV6946
 KV6946  STATE/COUNTY-  NJ/MONMOUTH
 KV6946  USGS QUAD   -  JAMESBURG (1981)
 KV6946
 KV6946                         *CURRENT SURVEY CONTROL
 KV6946  ___________________________________________________________________
 KV6946* NAD 83(1996)-  40 15 30.61272(N)    074 23 48.41896(W)     ADJUSTED  
 KV6946* NAVD 88     -        46.2    (meters)     152.     (feet)  GPS OBS   
 KV6946  ___________________________________________________________________
 KV6946  X           -   1,311,037.508 (meters)                     COMP
 KV6946  Y           -  -4,694,591.043 (meters)                     COMP
 KV6946  Z           -   4,099,940.934 (meters)                     COMP
 KV6946  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 KV6946  ELLIP HEIGHT-          13.79  (meters)          (10/23/02) GPS OBS
 KV6946  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV6946
 KV6946  HORZ ORDER  -  FIRST
 KV6946  ELLP ORDER  -  FOURTH    CLASS I
 KV6946
 KV6946.The horizontal coordinates were established by GPS observations
 KV6946.and adjusted by the National Geodetic Survey in May 1999..
 KV6946
 KV6946.The orthometric height was determined by GPS observations and a
 KV6946.high-resolution geoid model.
 KV6946
 KV6946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6946
 KV6946.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6946
 KV6946.The ellipsoidal height was determined by GPS observations
 KV6946.and is referenced to NAD 83.
 KV6946
 KV6946.The geoid height was determined by GEOID03.
 KV6946
 KV6946;                    North         East     Units Scale Factor Converg.
 KV6946;SPC NJ       -   158,220.136   158,779.890   MT  0.99990095   +0 04 00.1
 KV6946;SPC NJ       -   519,093.90    520,930.36   sFT  0.99990095   +0 04 00.1
 KV6946;UTM  18      - 4,456,623.728   551,295.886   MT  0.99963239   +0 23 23.4
 KV6946
 KV6946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6946!SPC NJ       -   0.99999784  x   0.99990095  =   0.99989879
 KV6946!UTM  18      -   0.99999784  x   0.99963239  =   0.99963023
 KV6946
 KV6946                          SUPERSEDED SURVEY CONTROL
 KV6946
 KV6946  ELLIP H (05/14/99)   13.78   (m)                       GP(       ) 4 1
 KV6946  NAD 83(1986)-  40 15 30.61322(N)    074 23 48.42077(W) AD(       ) 1
 KV6946
 KV6946.Superseded values are not recommended for survey control.
 KV6946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6946.See file dsdata.txt to determine how the superseded data were derived.
 KV6946
 KV6946_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5129656624(NAD 83)
 KV6946_MARKER: DD = SURVEY DISK
 KV6946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6946_SP_SET: CONCRETE POST
 KV6946_STAMPING: 13 Z 2 1991
 KV6946_MARK LOGO: NJGS  
 KV6946_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6946+STABILITY: SURFACE MOTION
 KV6946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6946+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2001
 KV6946
 KV6946  HISTORY     - Date     Condition        Report By
 KV6946  HISTORY     - 1991     MONUMENTED       NJGS
 KV6946  HISTORY     - 19920123 GOOD
 KV6946  HISTORY     - 20011101 GOOD             GRAGEL
 KV6946  HISTORY     - 20040312 GOOD             GEOCAC
 KV6946
 KV6946                          STATION DESCRIPTION
 KV6946
 KV6946'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6946'THE STATION IS LOCATED IN MILLSTONE TOWNSHIP, AT THE NORTHEAST CORNER
 KV6946'OF THE INTERSECTION OF STATE HIGHWAY 33 WITH ALT IRON ORE ROAD,
 KV6946'COUNTY ROAD 527A.  THE TRAINING CENTER FOR UNION LOCAL 9 OF THE
 KV6946'PLUMBERS AND PIPEFITTERS, A ONE STORY BRICK BUILDING IS LOCATED ON
 KV6946'THE NORTHEAST CORNER OF THE INTERSECTION.  THE STATION IS 6.9 M
 KV6946'(22.6 FT) WEST FROM THE CENTER OF AN INLET SET ALONG THE CURB AT THE
 KV6946'NORTHWEST CORNER OF COUNTY ROAD 527A, 8.6 M (28.2 FT) SOUTHWEST FROM
 KV6946'A TRAFFIC SIGNAL ON A POLE, 21.3 M (69.9 FT) SOUTHWEST FROM THE
 KV6946'CENTERLINE OF COUNTY ROAD 527A, 11.5 M (37.7 FT) NORTH FROM THE
 KV6946'CENTERLINE OF THE WESTBOUND LANES OF STATE HIGHWAY 33, 2.9 M
 KV6946'(9.5 FT) NORTH FROM THE NORTH CURBLINE OF THE WESTBOUND LANES OF
 KV6946'STATE HIGHWAY 33 AND 10.05 M (32.97 FT) SOUTHWEST FROM A STREET SIGN
 KV6946'FOR ALT IRON ORE ROAD.  THE STATION IS SET 0.1 M (0.3 FT) BELOW THE
 KV6946'GROUND.
 KV6946
 KV6946                          STATION RECOVERY (1992)
 KV6946
 KV6946'RECOVERED 1992
 KV6946'RECOVERED IN GOOD CONDITION.
 KV6946
 KV6946                          STATION RECOVERY (2001)
 KV6946
 KV6946'RECOVERY NOTE BY GRAVATT GELLER AND ASSOCIATES 2001 (RWS)
 KV6946'RECOVERED IN GOOD CONDITION.
 KV6946
 KV6946                          STATION RECOVERY (2004)
 KV6946
 KV6946'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 KV6946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6979 ***********************************************************************
 KV6979  DESIGNATION -  13 Z 3
 KV6979  PID         -  KV6979
 KV6979  STATE/COUNTY-  NJ/MONMOUTH
 KV6979  USGS QUAD   -  ADELPHIA (1981)
 KV6979
 KV6979                         *CURRENT SURVEY CONTROL
 KV6979  ___________________________________________________________________
 KV6979* NAD 83(1996)-  40 13 54.39826(N)    074 19 21.06393(W)     ADJUSTED  
 KV6979* NAVD 88     -        55.7    (meters)     183.     (feet)  GPS OBS   
 KV6979  ___________________________________________________________________
 KV6979  X           -   1,317,641.475 (meters)                     COMP
 KV6979  Y           -  -4,694,740.751 (meters)                     COMP
 KV6979  Z           -   4,097,681.918 (meters)                     COMP
 KV6979  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 KV6979  ELLIP HEIGHT-          23.34  (meters)          (10/23/02) GPS OBS
 KV6979  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV6979
 KV6979  HORZ ORDER  -  FIRST
 KV6979  ELLP ORDER  -  FOURTH    CLASS I
 KV6979
 KV6979.The horizontal coordinates were established by GPS observations
 KV6979.and adjusted by the National Geodetic Survey in May 1999..
 KV6979
 KV6979.The orthometric height was determined by GPS observations and a
 KV6979.high-resolution geoid model.
 KV6979
 KV6979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6979
 KV6979.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6979
 KV6979.The ellipsoidal height was determined by GPS observations
 KV6979.and is referenced to NAD 83.
 KV6979
 KV6979.The geoid height was determined by GEOID03.
 KV6979
 KV6979;                    North         East     Units Scale Factor Converg.
 KV6979;SPC NJ       -   155,262.766   165,103.020   MT  0.99990281   +0 06 52.7
 KV6979;SPC NJ       -   509,391.26    541,675.49   sFT  0.99990281   +0 06 52.7
 KV6979;UTM  18      - 4,453,702.831   557,633.908   MT  0.99964089   +0 26 15.3
 KV6979
 KV6979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6979!SPC NJ       -   0.99999634  x   0.99990281  =   0.99989915
 KV6979!UTM  18      -   0.99999634  x   0.99964089  =   0.99963723
 KV6979
 KV6979                          SUPERSEDED SURVEY CONTROL
 KV6979
 KV6979  ELLIP H (05/14/99)   23.33   (m)                       GP(       ) 4 1
 KV6979  NAD 83(1986)-  40 13 54.39916(N)    074 19 21.06599(W) AD(       ) 1
 KV6979
 KV6979.Superseded values are not recommended for survey control.
 KV6979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6979.See file dsdata.txt to determine how the superseded data were derived.
 KV6979
 KV6979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5763453703(NAD 83)
 KV6979_MARKER: DD = SURVEY DISK
 KV6979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6979_SP_SET: CONCRETE POST
 KV6979_STAMPING: 13 Z 3 1991
 KV6979_MARK LOGO: NJGS  
 KV6979_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6979+STABILITY: SURFACE MOTION
 KV6979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6979+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1993
 KV6979
 KV6979  HISTORY     - Date     Condition        Report By
 KV6979  HISTORY     - 1991     MONUMENTED       NJGS
 KV6979  HISTORY     - 19930625 GOOD
 KV6979
 KV6979                          STATION DESCRIPTION
 KV6979
 KV6979'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6979'IGTHE STATION IS LOCATED IN FREEHOLD TOWNSHIP, ON THE SOUTHWEST SIDE
 KV6979'OF GRAVEL HILL ROAD.  TO REACH THE STATION FROM THE COUNTY ROAD 537,
 KV6979'MONMOUTH ROAD BRIDGE OVER STATE HIGHWAY 33, GO 1.9 MI (3.1 KM)
 KV6979'SOUTHWEST ON COUNTY ROAD 537 TO THE INTERSECTION WITH GRAVEL HILL ROAD
 KV6979'ON THE RIGHT.  TURN RIGHT AND GO 0.2 MI (0.3 KM) NORTH NORTHWEST ON
 KV6979'GRAVEL HILL ROAD TO THE STATION ON THE LEFT.  THE STATION IS 1.2 M
 KV6979'(3.9 FT) WEST OF THE WEST EDGE OF PAVING, 4.5 M (14.8 FT) WEST OF THE
 KV6979'CENTERLINE OF GRAVEL HILL ROAD, 12.6 M (41.3 FT) WEST SOUTHWEST OF
 KV6979'POLE JC 704 FT (214.6 M) A53 4, 12.7 M (41.7 FT) SOUTHWEST OF THE
 KV6979'SOUTH END POST OF A THREE FOOT HIGH POST AND RAIL FENCE AT HOUSE
 KV6979'NUMBER 105, 1.1 M (3.6 FT) NORTH OF THE EXTENDED CENTERLINE OF THE
 KV6979'DRIVEWAY LEADING TO HOUSE NUMBER 103, 12.5 M (41.0 FT) WEST OF THE
 KV6979'MAILBOX FOR HOUSE 103, 60.0 M (196.8 FT) NORTH OF POLE BT 3957 BT AND
 KV6979'10.7 M (35.1 FT) WEST OF THE EAST CURBLINE OF GRAVEL HILL ROAD.  THE
 KV6979'STATION IS SET FLUSH WITH THE GROUND.
 KV6979
 KV6979                          STATION RECOVERY (1993)
 KV6979
 KV6979'RECOVERED 1993
 KV6979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0970 ***********************************************************************
 JU0970  DESIGNATION -  130 CNJRR
 JU0970  PID         -  JU0970
 JU0970  STATE/COUNTY-  NJ/CUMBERLAND
 JU0970  USGS QUAD   -  BRIDGETON (1977)
 JU0970
 JU0970                         *CURRENT SURVEY CONTROL
 JU0970  ___________________________________________________________________
 JU0970* NAD 83(1986)-  39 27 29.     (N)    075 11 54.     (W)     SCALED    
 JU0970* NAVD 88     -        30.126  (meters)      98.84   (feet)  ADJUSTED  
 JU0970  ___________________________________________________________________
 JU0970  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JU0970  DYNAMIC HT  -          30.111 (meters)      98.79  (feet)  COMP
 JU0970  MODELED GRAV-     980,119.3   (mgal)                       NAVD 88
 JU0970
 JU0970  VERT ORDER  -  SECOND    CLASS 0
 JU0970
 JU0970.The horizontal coordinates were scaled from a topographic map and have
 JU0970.an estimated accuracy of +/- 6 seconds.
 JU0970
 JU0970.The orthometric height was determined by differential leveling
 JU0970.and adjusted by the National Geodetic Survey in June 1991..
 JU0970
 JU0970.The geoid height was determined by GEOID03.
 JU0970
 JU0970.The dynamic height is computed by dividing the NAVD 88
 JU0970.geopotential number by the normal gravity value computed on the
 JU0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0970.degrees latitude (g = 980.6199 gals.).
 JU0970
 JU0970.The modeled gravity was interpolated from observed gravity values.
 JU0970
 JU0970;                    North         East    Units  Estimated Accuracy
 JU0970;SPC NJ       -    69,580.       89,900.      MT  (+/- 180 meters Scaled)
 JU0970
 JU0970                          SUPERSEDED SURVEY CONTROL
 JU0970
 JU0970  NGVD 29 (??/??/??)   30.493  (m)          100.04   (f) ADJUSTED    2 0
 JU0970
 JU0970.Superseded values are not recommended for survey control.
 JU0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0970.See file dsdata.txt to determine how the superseded data were derived.
 JU0970
 JU0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ829676(NAD 83)
 JU0970_MARKER: Z = SEE DESCRIPTION
 JU0970_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0970_SP_SET: MILE POST BASE
 JU0970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0970
 JU0970  HISTORY     - Date     Condition        Report By
 JU0970  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0970  HISTORY     - 1936     GOOD             CGS
 JU0970
 JU0970                          STATION DESCRIPTION
 JU0970
 JU0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 JU0970'2.8 MI NE FROM BRIDGETON.
 JU0970'2.8 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0970'THE STATION AT BRIDGETON, CUMBERLAND COUNTY, AT MILEPOST 130, IN
 JU0970'THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER LINE OF
 JU0970'THE TRACK.  A RAISED LUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0971 ***********************************************************************
 JU0971  DESIGNATION -  131 CNJRR
 JU0971  PID         -  JU0971
 JU0971  STATE/COUNTY-  NJ/CUMBERLAND
 JU0971  USGS QUAD   -  BRIDGETON (1977)
 JU0971
 JU0971                         *CURRENT SURVEY CONTROL
 JU0971  ___________________________________________________________________
 JU0971* NAD 83(1986)-  39 27 07.     (N)    075 12 55.     (W)     SCALED    
 JU0971* NAVD 88     -        25.681  (meters)      84.26   (feet)  ADJUSTED  
 JU0971  ___________________________________________________________________
 JU0971  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JU0971  DYNAMIC HT  -          25.668 (meters)      84.21  (feet)  COMP
 JU0971  MODELED GRAV-     980,119.4   (mgal)                       NAVD 88
 JU0971
 JU0971  VERT ORDER  -  SECOND    CLASS 0
 JU0971
 JU0971.The horizontal coordinates were scaled from a topographic map and have
 JU0971.an estimated accuracy of +/- 6 seconds.
 JU0971
 JU0971.The orthometric height was determined by differential leveling
 JU0971.and adjusted by the National Geodetic Survey in June 1991..
 JU0971
 JU0971.The geoid height was determined by GEOID03.
 JU0971
 JU0971.The dynamic height is computed by dividing the NAVD 88
 JU0971.geopotential number by the normal gravity value computed on the
 JU0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0971.degrees latitude (g = 980.6199 gals.).
 JU0971
 JU0971.The modeled gravity was interpolated from observed gravity values.
 JU0971
 JU0971;                    North         East    Units  Estimated Accuracy
 JU0971;SPC NJ       -    68,910.       88,440.      MT  (+/- 180 meters Scaled)
 JU0971
 JU0971                          SUPERSEDED SURVEY CONTROL
 JU0971
 JU0971  NGVD 29 (??/??/??)   26.050  (m)           85.47   (f) ADJUSTED    2 0
 JU0971
 JU0971.Superseded values are not recommended for survey control.
 JU0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0971.See file dsdata.txt to determine how the superseded data were derived.
 JU0971
 JU0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ814669(NAD 83)
 JU0971_MARKER: Z = SEE DESCRIPTION
 JU0971_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0971_SP_SET: MILE POST BASE
 JU0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0971
 JU0971  HISTORY     - Date     Condition        Report By
 JU0971  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0971  HISTORY     - 1936     GOOD             CGS
 JU0971
 JU0971                          STATION DESCRIPTION
 JU0971
 JU0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 JU0971'1.8 MI NE FROM BRIDGETON.
 JU0971'1.8 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 JU0971'FROM THE STATION AT BRIDGETON, CUMBERLAND COUNTY, AT MILEPOST
 JU0971'131, IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER
 JU0971'LINE OF THE TRACK.  A RAISED LUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0972 ***********************************************************************
 JU0972  DESIGNATION -  132 CNJRR
 JU0972  PID         -  JU0972
 JU0972  STATE/COUNTY-  NJ/CUMBERLAND
 JU0972  USGS QUAD   -  BRIDGETON (1977)
 JU0972
 JU0972                         *CURRENT SURVEY CONTROL
 JU0972  ___________________________________________________________________
 JU0972* NAD 83(1986)-  39 26 40.     (N)    075 13 49.     (W)     SCALED    
 JU0972* NAVD 88     -        13.447  (meters)      44.12   (feet)  ADJUSTED  
 JU0972  ___________________________________________________________________
 JU0972  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JU0972  DYNAMIC HT  -          13.440 (meters)      44.09  (feet)  COMP
 JU0972  MODELED GRAV-     980,119.5   (mgal)                       NAVD 88
 JU0972
 JU0972  VERT ORDER  -  SECOND    CLASS 0
 JU0972
 JU0972.The horizontal coordinates were scaled from a topographic map and have
 JU0972.an estimated accuracy of +/- 6 seconds.
 JU0972
 JU0972.The orthometric height was determined by differential leveling
 JU0972.and adjusted by the National Geodetic Survey in June 1991..
 JU0972
 JU0972.The geoid height was determined by GEOID03.
 JU0972
 JU0972.The dynamic height is computed by dividing the NAVD 88
 JU0972.geopotential number by the normal gravity value computed on the
 JU0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0972.degrees latitude (g = 980.6199 gals.).
 JU0972
 JU0972.The modeled gravity was interpolated from observed gravity values.
 JU0972
 JU0972;                    North         East    Units  Estimated Accuracy
 JU0972;SPC NJ       -    68,090.       87,140.      MT  (+/- 180 meters Scaled)
 JU0972
 JU0972                          SUPERSEDED SURVEY CONTROL
 JU0972
 JU0972  NGVD 29 (??/??/??)   13.819  (m)           45.34   (f) ADJUSTED    2 0
 JU0972
 JU0972.Superseded values are not recommended for survey control.
 JU0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0972.See file dsdata.txt to determine how the superseded data were derived.
 JU0972
 JU0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ801661(NAD 83)
 JU0972_MARKER: Z = SEE DESCRIPTION
 JU0972_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0972_SP_SET: MILE POST BASE
 JU0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0972
 JU0972  HISTORY     - Date     Condition        Report By
 JU0972  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0972  HISTORY     - 1936     GOOD             CGS
 JU0972
 JU0972                          STATION DESCRIPTION
 JU0972
 JU0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 JU0972'0.8 MI NE FROM BRIDGETON.
 JU0972'0.8 MILE NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0972'THE STATION AT BRIDGETON, CUMBERLAND COUNTY, AT MILEPOST 132, IN
 JU0972'THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER LINE
 JU0972'OF THE TRACK.  A RAISED LUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6520 ***********************************************************************
 KV6520  DESIGNATION -  1324
 KV6520  PID         -  KV6520
 KV6520  STATE/COUNTY-  NJ/SOMERSET
 KV6520  USGS QUAD   -  ROCKY HILL (1970)
 KV6520
 KV6520                         *CURRENT SURVEY CONTROL
 KV6520  ___________________________________________________________________
 KV6520* NAD 83(1996)-  40 24 27.49945(N)    074 42 15.56574(W)     ADJUSTED  
 KV6520* NAVD 88     -        48.5    (meters)     159.     (feet)  GPS OBS   
 KV6520  ___________________________________________________________________
 KV6520  X           -   1,282,992.833 (meters)                     COMP
 KV6520  Y           -  -4,691,222.839 (meters)                     COMP
 KV6520  Z           -   4,112,565.450 (meters)                     COMP
 KV6520  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 KV6520  ELLIP HEIGHT-          15.01  (meters)          (10/23/02) GPS OBS
 KV6520  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KV6520
 KV6520  HORZ ORDER  -  FIRST
 KV6520  ELLP ORDER  -  FOURTH    CLASS I
 KV6520
 KV6520.The horizontal coordinates were established by GPS observations
 KV6520.and adjusted by the National Geodetic Survey in May 1999..
 KV6520
 KV6520.The orthometric height was determined by GPS observations and a
 KV6520.high-resolution geoid model.
 KV6520
 KV6520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6520
 KV6520.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6520
 KV6520.The ellipsoidal height was determined by GPS observations
 KV6520.and is referenced to NAD 83.
 KV6520
 KV6520.The geoid height was determined by GEOID03.
 KV6520
 KV6520;                    North         East     Units Scale Factor Converg.
 KV6520;SPC NJ       -   174,793.541   132,657.925   MT  0.99990370   -0 07 56.8
 KV6520;SPC NJ       -   573,468.48    435,228.54   sFT  0.99990370   -0 07 56.8
 KV6520;UTM  18      - 4,473,044.691   525,088.128   MT  0.99960775   +0 11 30.0
 KV6520
 KV6520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6520!SPC NJ       -   0.99999765  x   0.99990370  =   0.99990135
 KV6520!UTM  18      -   0.99999765  x   0.99960775  =   0.99960540
 KV6520
 KV6520                          SUPERSEDED SURVEY CONTROL
 KV6520
 KV6520  ELLIP H (05/14/99)   15.03   (m)                       GP(       ) 4 1
 KV6520  NAD 83(1986)-  40 24 27.49864(N)    074 42 15.56763(W) AD(       ) 1
 KV6520  NAD 83(1986)-  40 24 27.49848(N)    074 42 15.56754(W) AD(       ) 2
 KV6520  NGVD 29 (10/04/91)   48.7    (m)          160.     (f) GPS OBS        
 KV6520
 KV6520.Superseded values are not recommended for survey control.
 KV6520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6520.See file dsdata.txt to determine how the superseded data were derived.
 KV6520
 KV6520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2508873045(NAD 83)
 KV6520_MARKER: DD = SURVEY DISK
 KV6520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6520_SP_SET: CONCRETE POST
 KV6520_STAMPING: 1324
 KV6520_MARK LOGO: NJGS  
 KV6520_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6520+STABILITY: SURFACE MOTION
 KV6520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6520+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1993
 KV6520
 KV6520  HISTORY     - Date     Condition        Report By
 KV6520  HISTORY     - 1951     MONUMENTED       NJGS
 KV6520  HISTORY     - 19900125 GOOD             NJGS
 KV6520  HISTORY     - 19930419 GOOD             NJGS
 KV6520
 KV6520                          STATION DESCRIPTION
 KV6520
 KV6520'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6520'THE STATION IS LOCATED IN BLAWENBURG, ON THE NORTH SIDE OF THE
 KV6520'GEORGETOWN AND FRANKLIN TURNPIKE, COUNTY ROAD 518, IN SOUTHWEST
 KV6520'SOMERSET COUNTY.  TO REACH THE STATION FROM THE POST OFFICE IN
 KV6520'SKILLMAN, GO 1.6 KM (0.99 MI) SOUTHWEST ON BELLE MEADE BLAWENBURG
 KV6520'ROAD, COUNTY ROAD 601, TO ITS JUNCTION WITH COUNTY ROAD 518, TURN
 KV6520'RIGHT, GO 0.16 KM (0.10 MI) WEST TO A HEDGE ON THE RIGHT AND THE
 KV6520'STATION AT ITS BASE.  THE STATION IS ALSO 4.9 KM (3.04 MI) WEST ON
 KV6520'ROUTE 518 FROM ITS JUNCTION WITH U.S.HIGHWAY 206 AT ROCKY HILL.  THE
 KV6520'STATION IS 6.4 M (21.00 FT) NORTH FROM THE ROUTE 518 CENTERLINE, 14.0
 KV6520'M (45.93 FT) WEST FROM THE EAST ENTRANCE CENTERLINE OF A CRESCENT
 KV6520'GRAVEL DRIVE AND 19.0 M (62.34 FT) EAST FROM THE WEST ENTRANCE
 KV6520'CENTERLINE OF THE CRESCENT GRAVEL DRIVE.  THE STATION IS 0.1 M
 KV6520'(0.33 FT) ABOVE THE GROUND.
 KV6520
 KV6520                          STATION RECOVERY (1993)
 KV6520
 KV6520'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6520'THE STATION IS LOCATED IN MONTGOMERY TOWNSHIP, IN THE VILLAGE OF
 KV6520'BLAWENBURG.  TO REACH THE STATION FROM THE POST OFFICE IN SKILLMAN,
 KV6520'GO 1.0 MI (1.6 KM) SOUTHWEST ON THE BELLE MEADE BLAWENBURG ROAD,
 KV6520'COUNTY ROAD 601, TO THE JUNCTION WITH COUNTY ROAD 518, TURN RIGHT AND
 KV6520'GO 0.1 MI (0.2 KM) WEST TO A HEDGE ROW IN FRONT OF HOUSE NUMBER 372,
 KV6520'1.5 STORY FRAME HOUSE AND THE STATION ON THE RIGHT AT THE HEDGE BASE.
 KV6520'THE STATION IS ALSO ABOUT 3.0 MI (4.8 KM) WEST ON COUNTY ROAD 518
 KV6520'FROM ITS JUNCTION WITH STATE ROUTE 206 IN ROCKY HILL.  THE STATION IS
 KV6520'10.8 M (35.4 FT) EAST OF POLE NUMBER 61051 MT, 2.0 M (6.6 FT) NORTH
 KV6520'OF THE NORTH EDGE OF COUNTY ROAD 518, 14.0 M (45.9 FT) WEST OF THE
 KV6520'CENTERLINE OF THE EAST DRIVEWAY TO HOUSE NUMBER 372, 19.0 M
 KV6520'(62.3 FT) EAST OF THE WEST CENTERLINE OF THE CRESCENT DRIVEWAY TO THE
 KV6520'SAME HOUSE AND 0.2 M (0.7 FT) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0101 ***********************************************************************
 KV0101  DESIGNATION -  132.93 NJGS=40 C OF N
 KV0101  PID         -  KV0101
 KV0101  STATE/COUNTY-  NJ/ESSEX
 KV0101  USGS QUAD   -  ELIZABETH (1995)
 KV0101
 KV0101                         *CURRENT SURVEY CONTROL
 KV0101  ___________________________________________________________________
 KV0101* NAD 83(1986)-  40 44 48.     (N)    074 11 01.     (W)     SCALED    
 KV0101* NAVD 88     -        40.313  (meters)     132.26   (feet)  ADJUSTED  
 KV0101  ___________________________________________________________________
 KV0101  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KV0101  DYNAMIC HT  -          40.297 (meters)     132.21  (feet)  COMP
 KV0101  MODELED GRAV-     980,217.2   (mgal)                       NAVD 88
 KV0101
 KV0101  VERT ORDER  -  FIRST     CLASS II
 KV0101
 KV0101.The horizontal coordinates were scaled from a topographic map and have
 KV0101.an estimated accuracy of +/- 6 seconds.
 KV0101
 KV0101.The orthometric height was determined by differential leveling
 KV0101.and adjusted by the National Geodetic Survey in June 1991..
 KV0101
 KV0101.The geoid height was determined by GEOID03.
 KV0101
 KV0101.The dynamic height is computed by dividing the NAVD 88
 KV0101.geopotential number by the normal gravity value computed on the
 KV0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0101.degrees latitude (g = 980.6199 gals.).
 KV0101
 KV0101.The modeled gravity was interpolated from observed gravity values.
 KV0101
 KV0101;                    North         East    Units  Estimated Accuracy
 KV0101;SPC NJ       -   212,470.      176,720.      MT  (+/- 180 meters Scaled)
 KV0101
 KV0101                          SUPERSEDED SURVEY CONTROL
 KV0101
 KV0101  NGVD 29 (??/??/??)   40.645  (m)          133.35   (f) ADJUSTED    1 2
 KV0101
 KV0101.Superseded values are not recommended for survey control.
 KV0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0101.See file dsdata.txt to determine how the superseded data were derived.
 KV0101
 KV0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL689109(NAD 83)
 KV0101_MARKER: X = CHISELED CROSS
 KV0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0101_SP_SET: DOORSILL
 KV0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0101
 KV0101  HISTORY     - Date     Condition        Report By
 KV0101  HISTORY     - 1933     MONUMENTED       NJGS
 KV0101  HISTORY     - 1934     GOOD             CGS
 KV0101
 KV0101                          STATION DESCRIPTION
 KV0101
 KV0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0101'AT NEWARK.
 KV0101'AT NEWARK, ESSEX COUNTY, ON THE SOUTH SIDE OF SUSSEX AVENUE,
 KV0101'BETWEEN JAY AND HUDSON STREETS, AT THE JAY STREET ENTRANCE TO
 KV0101'THE FIRST INFANTRY ARMORY, ON THE SOUTH END OF THE BROWNSTONE
 KV0101'DOORWILL, 2-1/2 INCHES FROM THE SOUTH WALL OF THE ENTRANCE,
 KV0101'8 INCHES FROM THE DOOR JAMB, AND 5 INCHES FROM THE EDGE OF THE
 KV0101'DOORSILL.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1004 ***********************************************************************
 KV1004  DESIGNATION -  13.62
 KV1004  PID         -  KV1004
 KV1004  STATE/COUNTY-  NJ/BURLINGTON
 KV1004  USGS QUAD   -  BRISTOL (1981)
 KV1004
 KV1004                         *CURRENT SURVEY CONTROL
 KV1004  ___________________________________________________________________
 KV1004* NAD 83(1986)-  40 04 40.     (N)    074 51 26.     (W)     SCALED    
 KV1004* NAVD 88     -         3.873  (meters)      12.71   (feet)  ADJUSTED  
 KV1004  ___________________________________________________________________
 KV1004  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV1004  DYNAMIC HT  -           3.871 (meters)      12.70  (feet)  COMP
 KV1004  MODELED GRAV-     980,192.9   (mgal)                       NAVD 88
 KV1004
 KV1004  VERT ORDER  -  FIRST     CLASS II
 KV1004
 KV1004.The horizontal coordinates were scaled from a topographic map and have
 KV1004.an estimated accuracy of +/- 6 seconds.
 KV1004
 KV1004.The orthometric height was determined by differential leveling
 KV1004.and adjusted by the National Geodetic Survey in June 1991..
 KV1004
 KV1004.The geoid height was determined by GEOID03.
 KV1004
 KV1004.The dynamic height is computed by dividing the NAVD 88
 KV1004.geopotential number by the normal gravity value computed on the
 KV1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1004.degrees latitude (g = 980.6199 gals.).
 KV1004
 KV1004.The modeled gravity was interpolated from observed gravity values.
 KV1004
 KV1004;                    North         East    Units  Estimated Accuracy
 KV1004;SPC NJ       -   138,210.      119,530.      MT  (+/- 180 meters Scaled)
 KV1004
 KV1004                          SUPERSEDED SURVEY CONTROL
 KV1004
 KV1004  NGVD 29 (01/10/92)    4.195  (m)           13.76   (f) ADJUSTED    1 2
 KV1004
 KV1004.Superseded values are not recommended for survey control.
 KV1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1004.See file dsdata.txt to determine how the superseded data were derived.
 KV1004
 KV1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK121364(NAD 83)
 KV1004_MARKER: Q = CHISELED SQUARE
 KV1004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1004_SP_SET: BUILDING FOUNDATION
 KV1004_MARK LOGO: NONE  
 KV1004_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1004+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 KV1004
 KV1004  HISTORY     - Date     Condition        Report By
 KV1004  HISTORY     - 1924     MONUMENTED       NJGS
 KV1004  HISTORY     - 1956     GOOD             CGS
 KV1004  HISTORY     - 1973     GOOD             PADT
 KV1004  HISTORY     - 19940617 GOOD             USPSQD
 KV1004  HISTORY     - 19961003 GOOD             NJGS
 KV1004  HISTORY     - 20050507 GOOD             GEOCAC
 KV1004
 KV1004                          STATION DESCRIPTION
 KV1004
 KV1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1004'AT BURLINGTON.
 KV1004'AT BURLINGTON, NEAR THE NORTHWEST CORNER OF THE INTERSECTION OF
 KV1004'HIGH AND BROAD STREET, ON TOP OF THE SOUTH STONE FOUNDATION
 KV1004'COURSE OF A BUILDING AT 11 WEST BROAD STREET, 42 YARDS WEST OF
 KV1004'THE WEST CURB OF HIGH STREET, 19.6 FEET NORTH OF THE NORTH CURB
 KV1004'OF BROAD STREET, 15.6 FEET WEST OF THE SOUTHWEST CORNER OF THE
 KV1004'MECHANIC NATIONAL BANK BUILDING, 9.3 FEET EAST OF THE CENTER OF
 KV1004'THE ENTRANCE TO THE BUILDING AT 11 W. BROAD STREET AND 2.4 FEET
 KV1004'ABOVE THE SIDEWALK.  NOTE-- THE LETTERING ELEVATION IS CHISELED
 KV1004'IN THE FOUNDATION JUST WEST OF THE CHISELED SQUARE.
 KV1004
 KV1004                          STATION RECOVERY (1973)
 KV1004
 KV1004'RECOVERY NOTE BY PA DEPT OF TRANSP 1973
 KV1004'RECOVERED IN GOOD CONDITION.
 KV1004
 KV1004                          STATION RECOVERY (1994)
 KV1004
 KV1004'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1004'RECOVERED IN GOOD CONDITION.
 KV1004
 KV1004                          STATION RECOVERY (1996)
 KV1004
 KV1004'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV1004'RECOVERED AS DESCRIBED.
 KV1004
 KV1004                          STATION RECOVERY (2005)
 KV1004
 KV1004'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 KV1004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2916 ***********************************************************************
 KV2916  DESIGNATION -  1398
 KV2916  PID         -  KV2916
 KV2916  STATE/COUNTY-  NJ/SOMERSET
 KV2916  USGS QUAD   -  BOUND BROOK (1995)
 KV2916
 KV2916                         *CURRENT SURVEY CONTROL
 KV2916  ___________________________________________________________________
 KV2916* NAD 83(1986)-  40 33 51.     (N)    074 36 47.     (W)     SCALED    
 KV2916* NAVD 88     -        17.342  (meters)      56.90   (feet)  ADJUSTED  
 KV2916  ___________________________________________________________________
 KV2916  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KV2916  DYNAMIC HT  -          17.335 (meters)      56.87  (feet)  COMP
 KV2916  MODELED GRAV-     980,173.8   (mgal)                       NAVD 88
 KV2916
 KV2916  VERT ORDER  -  FIRST     CLASS II
 KV2916
 KV2916.The horizontal coordinates were scaled from a topographic map and have
 KV2916.an estimated accuracy of +/- 6 seconds.
 KV2916
 KV2916.The orthometric height was determined by differential leveling
 KV2916.and adjusted by the National Geodetic Survey in June 1991..
 KV2916
 KV2916.The geoid height was determined by GEOID03.
 KV2916
 KV2916.The dynamic height is computed by dividing the NAVD 88
 KV2916.geopotential number by the normal gravity value computed on the
 KV2916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2916.degrees latitude (g = 980.6199 gals.).
 KV2916
 KV2916.The modeled gravity was interpolated from observed gravity values.
 KV2916
 KV2916;                    North         East    Units  Estimated Accuracy
 KV2916;SPC NJ       -   192,160.      140,430.      MT  (+/- 180 meters Scaled)
 KV2916
 KV2916                          SUPERSEDED SURVEY CONTROL
 KV2916
 KV2916  NGVD 29 (01/10/92)   17.617  (m)           57.80   (f) ADJUSTED    1 2
 KV2916
 KV2916.Superseded values are not recommended for survey control.
 KV2916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2916.See file dsdata.txt to determine how the superseded data were derived.
 KV2916
 KV2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK327904(NAD 83)
 KV2916_MARKER: DB = BENCH MARK DISK
 KV2916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2916_SP_SET: CONCRETE POST
 KV2916_STAMPING: 1398 57.808
 KV2916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2916+STABILITY: SURFACE MOTION
 KV2916
 KV2916  HISTORY     - Date     Condition        Report By
 KV2916  HISTORY     - UNK      MONUMENTED
 KV2916  HISTORY     - 1978     GOOD             NGS
 KV2916  HISTORY     - 19981115 GOOD             USPSQD
 KV2916  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 KV2916  HISTORY     - 20050416 POOR             USPSQD
 KV2916
 KV2916                          STATION DESCRIPTION
 KV2916
 KV2916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2916'IN SOMERVILLE.
 KV2916'IN SOMERVILLE ON THE SOUTH SIDE OF TOWN AT THE JUNCTION OF SOUTH
 KV2916'BRIDGE STREET AND SECOND STREET, SET IN THE TOP OF A CONCRETE POST
 KV2916'IN LINE WITH THE CENTER OF SECOND STREET, 22.5 FEET WEST OF THE
 KV2916'CENTER OF SOUTH BRIDGE STREET, 8.3 FEET EAST OF THE NORTHEAST CORNER
 KV2916'OF THE RICHARDS FUEL OILS BUILDING AT 110 SOUTH BRIDGE STREET, 5.6
 KV2916'FEET WEST OF A POWER POLE WITH 3 GUY WIRES AND FIRE ALARM STATION
 KV2916'NUMBER 421 ON IT, AND 1.0 FOOT WEST OF THE WEST EDGE OF THE SIDEWALK.
 KV2916'NOTE, A UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY DISK.
 KV2916
 KV2916                          STATION RECOVERY (1998)
 KV2916
 KV2916'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV2916'RECOVERED IN GOOD CONDITION.
 KV2916
 KV2916                          STATION RECOVERY (2003)
 KV2916
 KV2916'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV2916'2ND STREET CHANGED TO DAVID STOKES LANE.  EVIDENCE OF AREA BEING
 KV2916'DISTURBED DUE TO SIGHT WORK AND DEMOLITION IN AREA.
 KV2916
 KV2916                          STATION RECOVERY (2005)
 KV2916
 KV2916'RECOVERY NOTE BY US POWER SQUADRON 2005 (PW)
 KV2916'SECOND STREET CHANGED TO DAVID STOKES LANE. UNDERGROUND APPROXIMATELY
 KV2916'10-12 INCHES. WHITE ARROW ON PAVEMENT POINTS TO LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2917 ***********************************************************************
 KV2917  DESIGNATION -  1399
 KV2917  PID         -  KV2917
 KV2917  STATE/COUNTY-  NJ/SOMERSET
 KV2917  USGS QUAD   -  BOUND BROOK (1995)
 KV2917
 KV2917                         *CURRENT SURVEY CONTROL
 KV2917  ___________________________________________________________________
 KV2917* NAD 83(1986)-  40 33 40.     (N)    074 36 50.     (W)     SCALED    
 KV2917* NAVD 88     -        13.905  (meters)      45.62   (feet)  ADJUSTED  
 KV2917  ___________________________________________________________________
 KV2917  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KV2917  DYNAMIC HT  -          13.899 (meters)      45.60  (feet)  COMP
 KV2917  MODELED GRAV-     980,173.9   (mgal)                       NAVD 88
 KV2917
 KV2917  VERT ORDER  -  FIRST     CLASS II
 KV2917
 KV2917.The horizontal coordinates were scaled from a topographic map and have
 KV2917.an estimated accuracy of +/- 6 seconds.
 KV2917
 KV2917.The orthometric height was determined by differential leveling
 KV2917.and adjusted by the National Geodetic Survey in June 1991..
 KV2917
 KV2917.The geoid height was determined by GEOID03.
 KV2917
 KV2917.The dynamic height is computed by dividing the NAVD 88
 KV2917.geopotential number by the normal gravity value computed on the
 KV2917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2917.degrees latitude (g = 980.6199 gals.).
 KV2917
 KV2917.The modeled gravity was interpolated from observed gravity values.
 KV2917
 KV2917;                    North         East    Units  Estimated Accuracy
 KV2917;SPC NJ       -   191,820.      140,360.      MT  (+/- 180 meters Scaled)
 KV2917
 KV2917                          SUPERSEDED SURVEY CONTROL
 KV2917
 KV2917  NGVD 29 (01/10/92)   14.180  (m)           46.52   (f) ADJUSTED    1 2
 KV2917
 KV2917.Superseded values are not recommended for survey control.
 KV2917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2917.See file dsdata.txt to determine how the superseded data were derived.
 KV2917
 KV2917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK326901(NAD 83)
 KV2917_MARKER: DD = SURVEY DISK
 KV2917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2917_SP_SET: CONCRETE POST
 KV2917_STAMPING: 1399 46.548
 KV2917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2917+STABILITY: SURFACE MOTION
 KV2917
 KV2917  HISTORY     - Date     Condition        Report By
 KV2917  HISTORY     - UNK      MONUMENTED
 KV2917  HISTORY     - 1978     GOOD             NGS
 KV2917  HISTORY     - 19981115 GOOD             USPSQD
 KV2917  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 KV2917
 KV2917                          STATION DESCRIPTION
 KV2917
 KV2917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2917'IN SOMERVILLE.
 KV2917'IN SOMERVILLE ON THE SOUTH SIDE OF TOWN AT THE JUNCTION OF SOUTH
 KV2917'BRIDGE STREET AND FOURTH STREET, IN LINE WITH THE CENTER OF FOURTH
 KV2917'STREET, 23.0 FEET WEST OF THE CENTER OF SOUTH BRIDGE STREET ALSO THE
 KV2917'CENTER OF THE JUNCTION OF THE 2 STREETS, 7.0 FEET NORTHWEST OF POWER
 KV2917'POLE NUMBER F 14, 11.9 FEET EAST OF THE NORTHEAST CORNER OF THE
 KV2917'HEADSTONE OF JOHN GALL, AND 0.9 FOOT WEST OF THE WEST EDGE OF THE
 KV2917'SIDEWALK.
 KV2917
 KV2917                          STATION RECOVERY (1998)
 KV2917
 KV2917'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV2917'RECOVERED IN GOOD CONDITION.
 KV2917
 KV2917                          STATION RECOVERY (2003)
 KV2917
 KV2917'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV2917'IT WAS DETERMINED THAT PER LOCATION DESCRIPTION, THE MARKER WAS
 KV2917'REMOVED.  EVIDENCE OF HOLE FOR CONCRETE MARKER.  ALSO, MARKS ON
 KV2917'SIDEWALK POINT TO THE LOCATION FOR THIS MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2043 ***********************************************************************
 KV2043  DESIGNATION -  14
 KV2043  PID         -  KV2043
 KV2043  STATE/COUNTY-  NJ/HUNTERDON
 KV2043  USGS QUAD   -  LUMBERVILLE (1997)
 KV2043
 KV2043                         *CURRENT SURVEY CONTROL
 KV2043  ___________________________________________________________________
 KV2043* NAD 83(1986)-  40 25 24.     (N)    075 03 35.     (W)     SCALED    
 KV2043* NAVD 88     -        29.588  (meters)      97.07   (feet)  ADJUSTED  
 KV2043  ___________________________________________________________________
 KV2043  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KV2043  DYNAMIC HT  -          29.574 (meters)      97.03  (feet)  COMP
 KV2043  MODELED GRAV-     980,145.7   (mgal)                       NAVD 88
 KV2043
 KV2043  VERT ORDER  -  FIRST     CLASS I
 KV2043
 KV2043.The horizontal coordinates were scaled from a topographic map and have
 KV2043.an estimated accuracy of +/- 6 seconds.
 KV2043
 KV2043.The orthometric height was determined by differential leveling
 KV2043.and adjusted by the National Geodetic Survey in June 1991..
 KV2043.WARNING-Repeat measurements at this control monument indicate possible
 KV2043.vertical movement.
 KV2043
 KV2043.The geoid height was determined by GEOID03.
 KV2043
 KV2043.The dynamic height is computed by dividing the NAVD 88
 KV2043.geopotential number by the normal gravity value computed on the
 KV2043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2043.degrees latitude (g = 980.6199 gals.).
 KV2043
 KV2043.The modeled gravity was interpolated from observed gravity values.
 KV2043
 KV2043;                    North         East    Units  Estimated Accuracy
 KV2043;SPC NJ       -   176,670.      102,500.      MT  (+/- 180 meters Scaled)
 KV2043
 KV2043                          SUPERSEDED SURVEY CONTROL
 KV2043
 KV2043  NGVD 29 (01/10/92)   29.861  (m)           97.97   (f) ADJUSTED    1 1
 KV2043
 KV2043.Superseded values are not recommended for survey control.
 KV2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2043.See file dsdata.txt to determine how the superseded data were derived.
 KV2043
 KV2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK949747(NAD 83)
 KV2043_MARKER: B = BOLT
 KV2043_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV2043_SP_SET: HEADWALL
 KV2043_MARK LOGO: NONE  
 KV2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2043+STABILITY: SURFACE MOTION
 KV2043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2043+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1988
 KV2043
 KV2043  HISTORY     - Date     Condition        Report By
 KV2043  HISTORY     - UNK      MONUMENTED       PRR
 KV2043  HISTORY     - 1956     GOOD             CGS
 KV2043  HISTORY     - 19881010 GOOD             NJGS
 KV2043
 KV2043                          STATION DESCRIPTION
 KV2043
 KV2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV2043'5 MI NW FROM STOCKTON.
 KV2043'5.0 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV2043'STATION AT STOCKTON, ABOUT 125 YARDS SOUTH OF THE REMAINS OF THE
 KV2043'WASHED OUT BRIDGE (1955 FLOOD) OVER THE DELAWARE RIVER, (PIERS
 KV2043'STILL REMAINS) ON TOP AND AT THE NORTH END OF THE WEST HEADWALL
 KV2043'OF A LARGE CULVERT UNDER THE RAILROAD AND A NARROW ASPHALT ROAD,
 KV2043'13.5 FEET WEST OF THE WEST RAIL, 9 FEET EAST OF THE CENTER LINE
 KV2043'OF THE ROAD, 1.2 FEET SOUTH OF THE NORTH END OF THE HEADWALL AND
 KV2043'3 FEET LOWER THAN THE TRACK.
 KV2043
 KV2043                          STATION RECOVERY (1988)
 KV2043
 KV2043'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV2043'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV2043'8.3 KM (5.15 MI) NORTHWEST ALONG STATE ROUTE 29 FROM THE JUNCTION WITH
 KV2043'BRIDGE STREET AT STOCKTON,TO PAVING ON THE LEFT LEADING TO THE REMAINS
 KV2043'OF THE WASHED OUT BYRUM BRIDGE OVER THE DELAWARE RIVER, ABOUT 40 M
 KV2043'(131.2 FT) SOUTH OF GATE NUMBER S4 OF THE DELAWARE RARITAN CANAL PARK,
 KV2043'ALSO WEST OF CULVERT NUMBER 1008 153 AT MILE POST 27.43 OF ROUTE 29,
 KV2043'ON TOP AND AT THE NORTH END OF THE WEST HEADWALL OF A LARGE CULVERT
 KV2043'UNDER AND ABOUT 5 M (16.4 FT) SOUTH OF AN ABANDONED RAILROAD GRADE,
 KV2043'0.37 M (1.2 FT) SOUTH OF THE NORTH END OF THE HEADWALL, ABOUT 0.6 M
 KV2043'(2.0 FT) LOWER THAN THE GRADE. THE MARK IS ALSO 11.7 KM (7.25 MI)
 KV2043'SOUTH OF THE POST OFFICE IN FRENCHTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6888 ***********************************************************************
 KV6888  DESIGNATION -  14 A 1
 KV6888  PID         -  KV6888
 KV6888  STATE/COUNTY-  NJ/MORRIS
 KV6888  USGS QUAD   -  MORRISTOWN (1981)
 KV6888
 KV6888                         *CURRENT SURVEY CONTROL
 KV6888  ___________________________________________________________________
 KV6888* NAD 83(1996)-  40 47 28.30436(N)    074 28 07.66466(W)     ADJUSTED  
 KV6888* NAVD 88     -       102.9    (meters)     338.     (feet)  GPS OBS   
 KV6888  ___________________________________________________________________
 KV6888  X           -   1,294,855.696 (meters)                     COMP
 KV6888  Y           -  -4,659,243.654 (meters)                     COMP
 KV6888  Z           -   4,144,941.009 (meters)                     COMP
 KV6888  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 KV6888  ELLIP HEIGHT-          70.08  (meters)          (10/23/02) GPS OBS
 KV6888  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV6888
 KV6888  HORZ ORDER  -  FIRST
 KV6888  ELLP ORDER  -  FOURTH    CLASS I
 KV6888
 KV6888.The horizontal coordinates were established by GPS observations
 KV6888.and adjusted by the National Geodetic Survey in May 1999..
 KV6888
 KV6888.The orthometric height was determined by GPS observations and a
 KV6888.high-resolution geoid model.
 KV6888
 KV6888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6888
 KV6888.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6888
 KV6888.The ellipsoidal height was determined by GPS observations
 KV6888.and is referenced to NAD 83.
 KV6888
 KV6888.The geoid height was determined by GEOID03.
 KV6888
 KV6888;                    North         East     Units Scale Factor Converg.
 KV6888;SPC NJ       -   217,362.235   152,633.381   MT  0.99990009   +0 01 13.4
 KV6888;SPC NJ       -   713,129.27    500,764.68   sFT  0.99990009   +0 01 13.4
 KV6888;UTM  18      - 4,515,713.946   544,815.876   MT  0.99962472   +0 20 49.4
 KV6888
 KV6888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6888!SPC NJ       -   0.99998901  x   0.99990009  =   0.99988910
 KV6888!UTM  18      -   0.99998901  x   0.99962472  =   0.99961373
 KV6888
 KV6888                          SUPERSEDED SURVEY CONTROL
 KV6888
 KV6888  ELLIP H (05/14/99)   70.10   (m)                       GP(       ) 4 1
 KV6888  NAD 83(1996)-  40 47 28.30355(N)    074 28 07.66530(W) AD(       ) 1
 KV6888  NAD 83(1986)-  40 47 28.30304(N)    074 28 07.66561(W) AD(       ) 1
 KV6888
 KV6888.Superseded values are not recommended for survey control.
 KV6888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6888.See file dsdata.txt to determine how the superseded data were derived.
 KV6888
 KV6888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4481615714(NAD 83)
 KV6888_MARKER: DD = SURVEY DISK
 KV6888_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6888_SP_SET: NORTH BRIDGE SIDEWALK
 KV6888_STAMPING: 14 A 1 1992
 KV6888_MARK LOGO: NJGS  
 KV6888_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6888+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KV6888
 KV6888  HISTORY     - Date     Condition        Report By
 KV6888  HISTORY     - 1992     MONUMENTED       NJGS
 KV6888  HISTORY     - 20050528 POOR             GEOCAC
 KV6888
 KV6888                          STATION DESCRIPTION
 KV6888
 KV6888'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6888'THE STATION IS LOCATED IN THE TOWN OF MORRISTOWN ON THE NORTH SIDE OF
 KV6888'THE FRANKLIN STREET BRIDGE OVER INTERSTATE HIGHWAY 287.  THE STATION
 KV6888'IS ABOUT 0.2 MI (0.32 KM) NORTH OF THE BRIDGE CARRYING STATE HIGHWAY
 KV6888'24 OVER INTERSTATE HIGHWAY 287.  THE STATION IS 3.1 FT (0.94 M) SOUTH
 KV6888'FROM THE INSIDE FACE OF THE NORTH BRIDGE PARAPET, 31.01 FT (9.45 M)
 KV6888'NORTHEAST FROM A CROSS CUT AT THE SOUTHEAST EDGE OF A MANHOLE COVER,
 KV6888'46.02 FT (14.03 M) EAST FROM THE SOUTHEAST CORNER OF A CONCRETE
 KV6888'JUNCTION BOX COVER AND 82.58 FT (25.17 M) WEST FROM THE SOUTHWEST
 KV6888'CORNER OF A CONCRETE JUNCTION BOX COVER.  THE STATION IS SET FLUSH
 KV6888'WITH THE SIDEWALK.
 KV6888
 KV6888                          STATION RECOVERY (2005)
 KV6888
 KV6888'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV6888'EASILY FOUND BY COORDINATES AND DECRIPTION.  THE DISK IS GONE, ALL
 KV6888'THAT REMAINS IS THE STEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7112 ***********************************************************************
 KV7112  DESIGNATION -  14 A 2
 KV7112  PID         -  KV7112
 KV7112  STATE/COUNTY-  NJ/MORRIS
 KV7112  USGS QUAD   -  BOONTON (1981)
 KV7112
 KV7112                         *CURRENT SURVEY CONTROL
 KV7112  ___________________________________________________________________
 KV7112* NAD 83(1996)-  40 54 19.24521(N)    074 27 46.25433(W)     ADJUSTED  
 KV7112* NAVD 88     -       155.5    (meters)     510.     (feet)  GPS OBS   
 KV7112  ___________________________________________________________________
 KV7112  X           -   1,293,129.079 (meters)                     COMP
 KV7112  Y           -  -4,651,159.374 (meters)                     COMP
 KV7112  Z           -   4,154,564.723 (meters)                     COMP
 KV7112  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 KV7112  ELLIP HEIGHT-         122.84  (meters)          (10/23/02) GPS OBS
 KV7112  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KV7112
 KV7112  HORZ ORDER  -  FIRST
 KV7112  ELLP ORDER  -  FOURTH    CLASS I
 KV7112
 KV7112.The horizontal coordinates were established by GPS observations
 KV7112.and adjusted by the National Geodetic Survey in May 1999..
 KV7112
 KV7112.The orthometric height was determined by GPS observations and a
 KV7112.high-resolution geoid model.
 KV7112
 KV7112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7112
 KV7112.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7112
 KV7112.The ellipsoidal height was determined by GPS observations
 KV7112.and is referenced to NAD 83.
 KV7112
 KV7112.The geoid height was determined by GEOID03.
 KV7112
 KV7112;                    North         East     Units Scale Factor Converg.
 KV7112;SPC NJ       -   230,037.658   153,129.909   MT  0.99990012   +0 01 27.6
 KV7112;SPC NJ       -   754,715.22    502,393.71   sFT  0.99990012   +0 01 27.6
 KV7112;UTM  18      - 4,528,388.508   545,239.931   MT  0.99962519   +0 21 06.3
 KV7112
 KV7112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7112!SPC NJ       -   0.99998073  x   0.99990012  =   0.99988085
 KV7112!UTM  18      -   0.99998073  x   0.99962519  =   0.99960593
 KV7112
 KV7112                          SUPERSEDED SURVEY CONTROL
 KV7112
 KV7112  ELLIP H (05/14/99)  122.86   (m)                       GP(       ) 4 1
 KV7112  NAD 83(1996)-  40 54 19.24455(N)    074 27 46.25501(W) AD(       ) 1
 KV7112  NAD 83(1986)-  40 54 19.24379(N)    074 27 46.25535(W) AD(       ) 1
 KV7112
 KV7112.Superseded values are not recommended for survey control.
 KV7112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7112.See file dsdata.txt to determine how the superseded data were derived.
 KV7112
 KV7112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4524028389(NAD 83)
 KV7112_MARKER: DD = SURVEY DISK
 KV7112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7112_SP_SET: CONCRETE POST
 KV7112_STAMPING: 14 A 2 1993
 KV7112_MARK LOGO: NJGS  
 KV7112_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7112+STABILITY: SURFACE MOTION
 KV7112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7112+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1993
 KV7112
 KV7112  HISTORY     - Date     Condition        Report By
 KV7112  HISTORY     - 1993     MONUMENTED       NJGS
 KV7112  HISTORY     - 19930914 GOOD             NJGS
 KV7112  HISTORY     - 20060526 MARK NOT FOUND   AASCO
 KV7112
 KV7112                          STATION DESCRIPTION
 KV7112
 KV7112'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7112'THE STATION IS LOCATED IN DENVILLE TOWNSHIP ON THE GROUNDS OF THE
 KV7112'VALLEY VIEW SCHOOL, ON THE EAST SIDE OF DIAMOND SPRING ROAD, JUST
 KV7112'NORTHEAST FROM THE TEE JUNCTION WITH RIVER ROAD.  TO REACH THE
 KV7112'STATION FROM THE INTERSECTION OF THE EXIT RAMP FROM THE EASTBOUND
 KV7112'LANES OF INTERSTATE HIGHWAY 80 AND U.S. HIGHWAY 46 AT INTERCHANGE 38,
 KV7112'GO SOUTHEAST ON U.S. HIGHWAY 46 FOR 0.4 MI (0.6 KM) TO THE LEFT HAND
 KV7112'TURN SLOT FOR MAIN STREET.  BEAR TO THE LEFT AND GO 0.15 MI
 KV7112'(0.24 KM) SOUTHEAST ON MAIN STREET TO THE TEE JUNCTION WITH DIAMOND
 KV7112'SPRING ROAD ON THE LEFT AND STATE ROUTE 53 AHEAD.  TURN LEFT AND GO
 KV7112'NORTHEAST ON DIAMOND SPRING ROAD FOR 1.25 MI (2.01 KM) TO THE TEE
 KV7112'JUNCTION WITH RIVER ROAD ON THE RIGHT. TURN RIGHT AND GO 0.15 MI
 KV7112'(0.24 KM) ON RIVER ROAD TO A BASEBALL DIAMOND ON THE LEFT.  PARK
 KV7112'TRUCK AND PACK UP SLOPE, CROSSING THE BASEBALL DIAMOND IN A NORTHERLY
 KV7112'DIRECTION TO THE STATION AHEAD, SET ABOUT 0.2 FT (6.1 CM) BELOW THE
 KV7112'GROUND IN A OPEN FIELD, JUST SOUTH FROM THE SOUTH WING OF THE SCHOOL
 KV7112'BUILDING.  THE STATION IS 18.8 M (61.7 FT) SOUTHEAST FROM THE CENTER
 KV7112'OF CONCRETE STEPS LEADING INTO THE SOUTH ENTRANCE DOOR TO THE SCHOOL
 KV7112'BUILDING, 17.1 M (56.1 FT) SOUTH FROM THE SOUTHEAST CORNER OF THE
 KV7112'MAIN SECTION OF THE SCHOOL BUILDING, 40.3 M (132.2 FT) WEST FROM THE
 KV7112'WEST LEG OF THE WESTERLY OF TWO PARK BENCHES OPPOSITE CENTER FIELD OF
 KV7112'THE BASEBALL DIAMOND AND 21.2 M (69.6 FT) SOUTHWEST FROM AN INLET SET
 KV7112'FLUSH IN THE LAWN, 22.1 M (72.5 FT) SOUTHEAST OF THE MOST SOUTHEAST
 KV7112'CORNER OF THE SCHOOL BUILDING EXTENSION.
 KV7112
 KV7112                          STATION RECOVERY (2006)
 KV7112
 KV7112'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV7112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6889 ***********************************************************************
 KV6889  DESIGNATION -  14 B 1
 KV6889  PID         -  KV6889
 KV6889  STATE/COUNTY-  NJ/MORRIS
 KV6889  USGS QUAD   -  MORRISTOWN (1981)
 KV6889
 KV6889                         *CURRENT SURVEY CONTROL
 KV6889  ___________________________________________________________________
 KV6889* NAD 83(1996)-  40 48 48.33173(N)    074 26 42.55945(W)     ADJUSTED  
 KV6889* NAVD 88     -        80.2    (meters)     263.     (feet)  GPS OBS   
 KV6889  ___________________________________________________________________
 KV6889  X           -   1,296,340.800 (meters)                     COMP
 KV6889  Y           -  -4,657,138.358 (meters)                     COMP
 KV6889  Z           -   4,146,794.838 (meters)                     COMP
 KV6889  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 KV6889  ELLIP HEIGHT-          47.34  (meters)          (10/23/02) GPS OBS
 KV6889  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV6889
 KV6889  HORZ ORDER  -  FIRST
 KV6889  ELLP ORDER  -  FOURTH    CLASS I
 KV6889
 KV6889.The horizontal coordinates were established by GPS observations
 KV6889.and adjusted by the National Geodetic Survey in May 1999..
 KV6889
 KV6889.The orthometric height was determined by GPS observations and a
 KV6889.high-resolution geoid model.
 KV6889
 KV6889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6889
 KV6889.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6889
 KV6889.The ellipsoidal height was determined by GPS observations
 KV6889.and is referenced to NAD 83.
 KV6889
 KV6889.The geoid height was determined by GEOID03.
 KV6889
 KV6889;                    North         East     Units Scale Factor Converg.
 KV6889;SPC NJ       -   219,831.591   154,626.885   MT  0.99990026   +0 02 09.0
 KV6889;SPC NJ       -   721,230.81    507,305.04   sFT  0.99990026   +0 02 09.0
 KV6889;UTM  18      - 4,518,193.949   546,794.724   MT  0.99962695   +0 21 45.5
 KV6889
 KV6889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6889!SPC NJ       -   0.99999257  x   0.99990026  =   0.99989283
 KV6889!UTM  18      -   0.99999257  x   0.99962695  =   0.99961953
 KV6889
 KV6889:                Primary Azimuth Mark                     Grid Az
 KV6889:SPC NJ       -  14 C 1                                   010 25 40.0
 KV6889:UTM  18      -  14 C 1                                   010 06 03.5
 KV6889
 KV6889|---------------------------------------------------------------------|
 KV6889| PID    Reference Object                     Distance      Geod. Az  |
 KV6889|                                                           dddmmss.s |
 KV6889| KV6890 14 C 1                              487.973 METERS 0102749.0 |
 KV6889|---------------------------------------------------------------------|
 KV6889
 KV6889                          SUPERSEDED SURVEY CONTROL
 KV6889
 KV6889  ELLIP H (05/14/99)   47.37   (m)                       GP(       ) 4 1
 KV6889  NAD 83(1996)-  40 48 48.33131(N)    074 26 42.55983(W) AD(       ) 1
 KV6889  NAD 83(1986)-  40 48 48.33033(N)    074 26 42.56010(W) AD(       ) 1
 KV6889
 KV6889.Superseded values are not recommended for survey control.
 KV6889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6889.See file dsdata.txt to determine how the superseded data were derived.
 KV6889
 KV6889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4679518194(NAD 83)
 KV6889_MARKER: DD = SURVEY DISK
 KV6889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6889_SP_SET: CONCRETE POST
 KV6889_STAMPING: 14 B 1 1992
 KV6889_MARK LOGO: NJGS  
 KV6889_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6889+STABILITY: SURFACE MOTION
 KV6889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6889+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KV6889
 KV6889  HISTORY     - Date     Condition        Report By
 KV6889  HISTORY     - 1992     MONUMENTED       NJGS
 KV6889
 KV6889                          STATION DESCRIPTION
 KV6889
 KV6889'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6889'THE STATION IS LOCATED IN THE TOWN OF MORRISTOWN ON THE EAST SIDE OF
 KV6889'INTERSTATE HIGHWAY 287 AT THE NORTH END OF AN ENTRANCE RAMP LEADING
 KV6889'FROM STATE HIGHWAY 24 TO THE NORTHBOUND LANES.  THE STATION IS ABOUT
 KV6889'0.55 MI (0.89 KM) NORTH FROM THE BRIDGE CARRYING STATE HIGHWAY 24
 KV6889'OVER INTERSTATE HIGHWAY 287.  THE STATION IS 3.10 FT (0.94 M)
 KV6889'SOUTHWEST FROM A CROSS CUT IN A GUIDE RAIL POST, 39.84 FT (12.14 M)
 KV6889'NORTHEAST FROM A CROSS CUT IN THE NORTHEAST CORNER BASE OF LIGHT POLE
 KV6889'NUMBER A1202, 3.81 FT (1.16 M) NORTHWEST FROM A CROSS CUT IN A GUIDE
 KV6889'RAIL POST AND 39.46 FT (12.03 M) WEST FROM A CROSS CUT IN THE
 KV6889'NORTHWEST CORNER BASE OF LIGHT POLE NUMBER A9181.  THE STATION IS SET
 KV6889'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6890 ***********************************************************************
 KV6890  DESIGNATION -  14 C 1
 KV6890  PID         -  KV6890
 KV6890  STATE/COUNTY-  NJ/MORRIS
 KV6890  USGS QUAD   -  MORRISTOWN (1981)
 KV6890
 KV6890                         *CURRENT SURVEY CONTROL
 KV6890  ___________________________________________________________________
 KV6890* NAD 83(1996)-  40 49 03.88762(N)    074 26 38.77790(W)     ADJUSTED  
 KV6890* NAVD 88     -        78.6    (meters)     258.     (feet)  GPS OBS   
 KV6890  ___________________________________________________________________
 KV6890  X           -   1,296,341.749 (meters)                     COMP
 KV6890  Y           -  -4,656,811.285 (meters)                     COMP
 KV6890  Z           -   4,147,156.979 (meters)                     COMP
 KV6890  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 KV6890  ELLIP HEIGHT-          45.77  (meters)          (10/23/02) GPS OBS
 KV6890  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV6890
 KV6890  HORZ ORDER  -  FIRST
 KV6890  ELLP ORDER  -  FOURTH    CLASS I
 KV6890
 KV6890.The horizontal coordinates were established by GPS observations
 KV6890.and adjusted by the National Geodetic Survey in May 1999..
 KV6890
 KV6890.The orthometric height was determined by GPS observations and a
 KV6890.high-resolution geoid model.
 KV6890
 KV6890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6890
 KV6890.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6890
 KV6890.The ellipsoidal height was determined by GPS observations
 KV6890.and is referenced to NAD 83.
 KV6890
 KV6890.The geoid height was determined by GEOID03.
 KV6890
 KV6890;                    North         East     Units Scale Factor Converg.
 KV6890;SPC NJ       -   220,311.456   154,715.197   MT  0.99990027   +0 02 11.5
 KV6890;SPC NJ       -   722,805.17    507,594.78   sFT  0.99990027   +0 02 11.5
 KV6890;UTM  18      - 4,518,674.179   546,880.274   MT  0.99962705   +0 21 48.1
 KV6890
 KV6890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6890!SPC NJ       -   0.99999282  x   0.99990027  =   0.99989309
 KV6890!UTM  18      -   0.99999282  x   0.99962705  =   0.99961987
 KV6890
 KV6890:                Primary Azimuth Mark                     Grid Az
 KV6890:SPC NJ       -  14 B 1                                   190 25 39.9
 KV6890:UTM  18      -  14 B 1                                   190 06 03.3
 KV6890
 KV6890|---------------------------------------------------------------------|
 KV6890| PID    Reference Object                     Distance      Geod. Az  |
 KV6890|                                                           dddmmss.s |
 KV6890| KV6889 14 B 1                              487.973 METERS 1902751.4 |
 KV6890|---------------------------------------------------------------------|
 KV6890
 KV6890                          SUPERSEDED SURVEY CONTROL
 KV6890
 KV6890  ELLIP H (05/14/99)   45.80   (m)                       GP(       ) 4 1
 KV6890  NAD 83(1996)-  40 49 03.88721(N)    074 26 38.77828(W) AD(       ) 1
 KV6890  NAD 83(1986)-  40 49 03.88621(N)    074 26 38.77852(W) AD(       ) 1
 KV6890
 KV6890.Superseded values are not recommended for survey control.
 KV6890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6890.See file dsdata.txt to determine how the superseded data were derived.
 KV6890
 KV6890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4688018674(NAD 83)
 KV6890_MARKER: DD = SURVEY DISK
 KV6890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6890_SP_SET: CONCRETE POST
 KV6890_STAMPING: 14 C 1 1992
 KV6890_MARK LOGO: NJGS  
 KV6890_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6890+STABILITY: SURFACE MOTION
 KV6890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6890+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1992
 KV6890
 KV6890  HISTORY     - Date     Condition        Report By
 KV6890  HISTORY     - UNK      MONUMENTED       NJGS
 KV6890  HISTORY     - 19921005 GOOD             NJGS
 KV6890
 KV6890                          STATION DESCRIPTION
 KV6890
 KV6890'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6890'THE STATION IS LOCATED IN HANOVER TOWNSHIP ON THE EAST SIDE OF
 KV6890'INTERSTATE HIGHWAY 287.  TO REACH THE STATION FROM INTERCHANGE 32B ON
 KV6890'THE NORTHBOUND LANES OF INTERSTATE HIGHWAY 287, GO NORTH ON
 KV6890'INTERSTATE HIGHWAY 287 FOR 1.8 MI (2.90 KM) TO THE STATION ON THE
 KV6890'RIGHT.  THE STATION IS 3.3 FT (1.01 M) EAST FROM A METAL GUIDERAIL,
 KV6890'195.5 FT (59.59 M) NORTH FROM THE SOUTH END OF THE GUIDERAIL, 6.4 FT
 KV6890'(1.95 M) EAST FROM THE EDGE OF THE PAVEMENT AND 0.2 FT (0.06 M) BELOW
 KV6890'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6891 ***********************************************************************
 KV6891  DESIGNATION -  14 D 1
 KV6891  PID         -  KV6891
 KV6891  STATE/COUNTY-  NJ/MORRIS
 KV6891  USGS QUAD   -  CHATHAM (1981)
 KV6891
 KV6891                         *CURRENT SURVEY CONTROL
 KV6891  ___________________________________________________________________
 KV6891* NAD 83(1996)-  40 41 29.57511(N)    074 28 17.95437(W)     ADJUSTED  
 KV6891* NAVD 88     -        71.8    (meters)     236.     (feet)  GPS OBS   
 KV6891  ___________________________________________________________________
 KV6891  X           -   1,296,550.369 (meters)                     COMP
 KV6891  Y           -  -4,666,243.836 (meters)                     COMP
 KV6891  Z           -   4,136,536.461 (meters)                     COMP
 KV6891  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 KV6891  ELLIP HEIGHT-          38.81  (meters)          (10/23/02) GPS OBS
 KV6891  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KV6891
 KV6891  HORZ ORDER  -  FIRST
 KV6891  ELLP ORDER  -  FOURTH    CLASS I
 KV6891
 KV6891.The horizontal coordinates were established by GPS observations
 KV6891.and adjusted by the National Geodetic Survey in May 1999..
 KV6891
 KV6891.The orthometric height was determined by GPS observations and a
 KV6891.high-resolution geoid model.
 KV6891
 KV6891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6891
 KV6891.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6891
 KV6891.The ellipsoidal height was determined by GPS observations
 KV6891.and is referenced to NAD 83.
 KV6891
 KV6891.The geoid height was determined by GEOID03.
 KV6891
 KV6891;                    North         East     Units Scale Factor Converg.
 KV6891;SPC NJ       -   206,297.567   152,395.740   MT  0.99990007   +0 01 06.5
 KV6891;SPC NJ       -   676,827.93    499,985.02   sFT  0.99990007   +0 01 06.5
 KV6891;UTM  18      - 4,504,651.152   544,641.307   MT  0.99962453   +0 20 40.1
 KV6891
 KV6891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6891!SPC NJ       -   0.99999391  x   0.99990007  =   0.99989398
 KV6891!UTM  18      -   0.99999391  x   0.99962453  =   0.99961844
 KV6891
 KV6891                          SUPERSEDED SURVEY CONTROL
 KV6891
 KV6891  ELLIP H (05/14/99)   38.83   (m)                       GP(       ) 4 1
 KV6891  NAD 83(1996)-  40 41 29.57422(N)    074 28 17.95538(W) AD(       ) 1
 KV6891  NAD 83(1986)-  40 41 29.57428(N)    074 28 17.95611(W) AD(       ) 1
 KV6891
 KV6891.Superseded values are not recommended for survey control.
 KV6891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6891.See file dsdata.txt to determine how the superseded data were derived.
 KV6891
 KV6891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4464104651(NAD 83)
 KV6891_MARKER: DD = SURVEY DISK
 KV6891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6891_SP_SET: CONCRETE POST
 KV6891_STAMPING: 14 D 1 1992
 KV6891_MARK LOGO: NJGS  
 KV6891_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6891+STABILITY: SURFACE MOTION
 KV6891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6891+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1993
 KV6891
 KV6891  HISTORY     - Date     Condition        Report By
 KV6891  HISTORY     - 1992     MONUMENTED       NJGS
 KV6891  HISTORY     - 19930121 GOOD
 KV6891  HISTORY     - 20011004 GOOD             INDIV
 KV6891
 KV6891                          STATION DESCRIPTION
 KV6891
 KV6891'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6891'THE STATION IS LOCATED IN PASSAIC TOWNSHIP ON THE WEST SIDE OF NEW
 KV6891'VERNON ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV6891'INTERSTATE HIGHWAY 78 AND HILLCREST ROAD, COUNTY ROAD 531, AT
 KV6891'INTERCHANGE 40, GO NORTH ON HILLCREST ROAD FOR 1.05 MI (1.69 KM) TO
 KV6891'THE CROSSROADS INTERSECTION WITH COUNTY ROAD 622.  BEAR TO THE LEFT
 KV6891'AND CONTINUE NORTH ON HILLCREST ROAD FOR 0.75 MI (1.21 KM) TO THE
 KV6891'CROSSROADS INTERSECTION WITH VALLEY ROAD, COUNTY ROAD 512, TO THE
 KV6891'EAST AND WEST AND MOUNTAIN AVENUE, COUNTY ROAD 638 TO THE NORTH.  GO
 KV6891'NORTH ON COUNTY ROAD 638 FOR 1.25 MI (2.01 KM) TO THE CROSSROADS
 KV6891'JUNCTION WITH MEYERSVILLE ROAD AND LONG HILL ROAD.  GO NORTHEAST
 KV6891'UPHILL ON MEYERSVILLE ROAD FOR 0.75 MI (1.21 KM) TO THE CROSSROADS
 KV6891'JUNCTION WITH NEW VERNON ROAD, MEYERSVILLE ROAD AND HICKORY TAVERN
 KV6891'ROAD AT MEYERSVILLE.  TURN LEFT AND GO NORTH ON NEW VERNON ROAD FOR
 KV6891'0.10 MI (0.16 KM) TO A BASEBALL FIELD ON THE LEFT.  TURN LEFT AND GO
 KV6891'WEST ON AN ASPHALT PAVED DRIVE FOR 31 M (101.71 FT) TO THE STATION
 KV6891'AHEAD, JUST WEST OF A 4 FT (1.22 M) HIGH CHAIN LINK FENCE SURROUNDING
 KV6891'THE BASEBALL FIELD AND SOUTHEAST OF A SET OF METAL BLEACHERS ALONG
 KV6891'THE THIRD BASE LINE.  THE STATION IS 17.3 M (56.76 FT) NORTH
 KV6891'NORTHEAST FROM A 40 FT (12.19 M) HIGH WOOD POLE WITH LIGHTS ATTACHED
 KV6891'ALONG THE LEFT FIELD LINE, 7.7 M (25.26 FT) SOUTHEAST FROM THE SOUTH
 KV6891'POST OF A 6 FT (1.83 M) HIGH CHAIN LINK FENCE ALONG THE THIRD BASE
 KV6891'INFIELD LINE, 12.2 M (40.03 FT) EAST NORTHEAST FROM THIRD BASE, 10.2
 KV6891'M (33.46 FT) SOUTH SOUTHEAST FROM A 40 FT (12.19 M) HIGH WOOD POLE
 KV6891'WITH LIGHTS ATTACHED, EAST OF AND IN LINE WITH THE SOUTH END OF THE
 KV6891'BACKSTOP CAGE ALONG THE THIRD INFIELD LINE, 12.0 M (39.37 FT) SOUTH
 KV6891'SOUTHWEST FROM GUY POLE NUMBER JC 3535P CT, 1.95 M (6.40 FT) SOUTH
 KV6891'SOUTHEAST FROM THE SOUTHEAST CORNER OF THE METAL BLEACHERS, 1.60 M
 KV6891'(5.25 FT) WEST FROM A 4 FT (1.22 M) HIGH CHAIN LINK FENCE AND 5.0 M
 KV6891'(16.40 FT) NORTHEAST FROM THE CENTERLINE OF A GATE FOR VEHICULAR
 KV6891'ENTRANCE TO THE FIELD.  THE STATION IS SET FLUSH WITH THE GROUND.
 KV6891
 KV6891                          STATION RECOVERY (1993)
 KV6891
 KV6891'RECOVERED 1993
 KV6891'RECOVERED IN GOOD CONDITION.
 KV6891
 KV6891                          STATION RECOVERY (2001)
 KV6891
 KV6891'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 KV6891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7140 ***********************************************************************
 DF7140  DESIGNATION -  14 D 2
 DF7140  PID         -  DF7140
 DF7140  STATE/COUNTY-  NJ/MORRIS
 DF7140  USGS QUAD   -  STANHOPE (1981)
 DF7140
 DF7140                         *CURRENT SURVEY CONTROL
 DF7140  ___________________________________________________________________
 DF7140* NAD 83(1986)-  40 55 03.     (N)    074 39 52.     (W)     SCALED    
 DF7140* NAVD 88     -       279.207  (meters)     916.03   (feet)  ADJUSTED  
 DF7140  ___________________________________________________________________
 DF7140  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 DF7140  DYNAMIC HT  -         279.079 (meters)     915.61  (feet)  COMP
 DF7140  MODELED GRAV-     980,156.9   (mgal)                       NAVD 88
 DF7140
 DF7140  VERT ORDER  -  SECOND    CLASS II
 DF7140
 DF7140.The horizontal coordinates were scaled from a topographic map and have
 DF7140.an estimated accuracy of +/- 6 seconds.
 DF7140
 DF7140.The orthometric height was determined by differential leveling
 DF7140.and adjusted by the National Geodetic Survey in March 2005..
 DF7140.No vertical observational check was made to the station.
 DF7140
 DF7140.The geoid height was determined by GEOID03.
 DF7140
 DF7140.The dynamic height is computed by dividing the NAVD 88
 DF7140.geopotential number by the normal gravity value computed on the
 DF7140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7140.degrees latitude (g = 980.6199 gals.).
 DF7140
 DF7140.The modeled gravity was interpolated from observed gravity values.
 DF7140
 DF7140;                    North         East    Units  Estimated Accuracy
 DF7140;SPC NJ       -   231,400.      136,150.      MT  (+/- 180 meters Scaled)
 DF7140
 DF7140                          SUPERSEDED SURVEY CONTROL
 DF7140
 DF7140.No superseded survey control is available for this station.
 DF7140
 DF7140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL282296(NAD 83)
 DF7140_MARKER: DD = SURVEY DISK
 DF7140_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DF7140_SP_SET: RETAINING WALL
 DF7140_STAMPING: 14 D 2 2002
 DF7140_MARK LOGO: NJGS  
 DF7140_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7140_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7140+STABILITY: POSITION/ELEVATION WELL
 DF7140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7140+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 DF7140
 DF7140  HISTORY     - Date     Condition        Report By
 DF7140  HISTORY     - 20020723 MONUMENTED       NJGS
 DF7140
 DF7140                          STATION DESCRIPTION
 DF7140
 DF7140'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DF7140'THE STATION IS LOCATED IN ROXBURY TOWNSHIP,  ON THE GROUNDS OF THE
 DF7140'HOPATCONG STATE
 DF7140'PARK.
 DF7140' 
 DF7140'TO REACH THE STATION FROM THE US INTERSTATE ROUTE 80 BRIDGE SPANNING
 DF7140'STATE HIGHWAY
 DF7140'183 AT THE JUNCTION OF INTERSTATE 80, US ROUTE 206 AND STATE ROUTE
 DF7140'183, JUST SOUTH OF THE
 DF7140'BOROUGH OF NETCONG,  GO 0.4 MI NORTH ON STATE ROUTE 183 TO THE
 DF7140'JUNCTION WITH US
 DF7140'HIGHWAY 46 AT THE CIRCLE, CONTINUE STRAIGHT AHEAD, NORTH ON STATE
 DF7140'ROUTE 183 FOR 0.3 MI
 DF7140'TO A TRAFFIC LIGHT AT THE T-JUNCTION WITH ALLEN STREET, COUNTY ROAD
 DF7140'631, TURN RIGHT AND
 DF7140'GO 2.3 MI EAST-NORTHEAST ON ALLEN STREET/CENTER STREET TO THE JUNCTION
 DF7140'WITH LAKESIDE
 DF7140'BOULEVARD (COUNTY ROAD 602), PROCEED ACROSS LAKESIDE BOULEVARD THEN TO
 DF7140'THE LEFT, ON
 DF7140'LAKESIDE BOULEVARD FOR 0.3 MI NORTH TO THE PARK ENTRANCE ON THE RIGHT.
 DF7140'TURN RIGHT AND
 DF7140'GO PASS THE ENTRANCE BUILDING/GATE  TO THE LEFT SIDE OF THE PAVILLION
 DF7140'BUILDING AHEAD AND
 DF7140'THE ROAD LEADING TO THE BOAT RAMP AT THE NORTH-NORTHWEST CORNER OF THE
 DF7140'PARKING LOT.
 DF7140'TAKE RAMP AND GO DOWN TO THE DOWNSTREAM SIDE OF THE DAM AND THE
 DF7140'STATION IN THE ANGLE
 DF7140'POINT OF THE RETAINING WALL AT THE BASE OF THE OUTFLOW VALVE CHAMBER
 DF7140'BUILDING.
 DF7140' 
 DF7140'THE STATION IS SET IN A DRILL HOLE, 0.6 M WEST OF THE ANGLE POINT OF
 DF7140'THE RETAINING WALL,
 DF7140'17.6 M SOUTHWEST OF THE DAM OUTFLOW VALVE CHAMBER BUILDING, 12.5 M
 DF7140'WEST OF THE
 DF7140'SOUTHWEST CORNER OF THE RETAINING WALL NEXT TO THE SIDEWALK LEADING
 DF7140'FROM THE
 DF7140'BUILDING, 16.6 M SOUTHEST OF THE NORTHWEST END OF THE RETAINING WALL.
 DF7140'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6892 ***********************************************************************
 KV6892  DESIGNATION -  14 E 1
 KV6892  PID         -  KV6892
 KV6892  STATE/COUNTY-  NJ/MORRIS
 KV6892  USGS QUAD   -  CHATHAM (1981)
 KV6892
 KV6892                         *CURRENT SURVEY CONTROL
 KV6892  ___________________________________________________________________
 KV6892* NAD 83(1996)-  40 44 18.06099(N)    074 27 09.15388(W)     ADJUSTED  
 KV6892* NAVD 88     -        75.1    (meters)     246.     (feet)  GPS OBS   
 KV6892  ___________________________________________________________________
 KV6892  X           -   1,297,198.736 (meters)                     COMP
 KV6892  Y           -  -4,662,547.444 (meters)                     COMP
 KV6892  Z           -   4,140,478.004 (meters)                     COMP
 KV6892  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 KV6892  ELLIP HEIGHT-          42.17  (meters)          (10/23/02) GPS OBS
 KV6892  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV6892
 KV6892  HORZ ORDER  -  FIRST
 KV6892  ELLP ORDER  -  FOURTH    CLASS I
 KV6892
 KV6892.The horizontal coordinates were established by GPS observations
 KV6892.and adjusted by the National Geodetic Survey in May 1999..
 KV6892
 KV6892.The orthometric height was determined by GPS observations and a
 KV6892.high-resolution geoid model.
 KV6892
 KV6892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6892
 KV6892.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6892
 KV6892.The ellipsoidal height was determined by GPS observations
 KV6892.and is referenced to NAD 83.
 KV6892
 KV6892.The geoid height was determined by GEOID03.
 KV6892
 KV6892;                    North         East     Units Scale Factor Converg.
 KV6892;SPC NJ       -   211,494.990   154,008.172   MT  0.99990020   +0 01 51.5
 KV6892;SPC NJ       -   693,879.81    505,275.14   sFT  0.99990020   +0 01 51.5
 KV6892;UTM  18      - 4,509,856.240   546,223.691   MT  0.99962630   +0 21 26.2
 KV6892
 KV6892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6892!SPC NJ       -   0.99999339  x   0.99990020  =   0.99989359
 KV6892!UTM  18      -   0.99999339  x   0.99962630  =   0.99961969
 KV6892
 KV6892                          SUPERSEDED SURVEY CONTROL
 KV6892
 KV6892  ELLIP H (05/14/99)   42.19   (m)                       GP(       ) 4 1
 KV6892  NAD 83(1996)-  40 44 18.06012(N)    074 27 09.15472(W) AD(       ) 1
 KV6892  NAD 83(1986)-  40 44 18.06009(N)    074 27 09.15540(W) AD(       ) 1
 KV6892
 KV6892.Superseded values are not recommended for survey control.
 KV6892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6892.See file dsdata.txt to determine how the superseded data were derived.
 KV6892
 KV6892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4622409856(NAD 83)
 KV6892_MARKER: DD = SURVEY DISK
 KV6892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6892_SP_SET: CONCRETE POST
 KV6892_STAMPING: 14 E 1 1992
 KV6892_MARK LOGO: NJGS  
 KV6892_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6892+STABILITY: SURFACE MOTION
 KV6892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6892+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1993
 KV6892
 KV6892  HISTORY     - Date     Condition        Report By
 KV6892  HISTORY     - 1992     MONUMENTED       NJGS
 KV6892  HISTORY     - 19930120 GOOD
 KV6892
 KV6892                          STATION DESCRIPTION
 KV6892
 KV6892'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6892'THE STATION IS LOCATED IN CHATHAM TOWNSHIP ON THE GROUNDS OF THE GREEN
 KV6892'VILLAGE FIRE DEPARTMENT, 529 GREEN VILLAGE ROAD, GREEN VILLAGE, NEW
 KV6892'JERSEY 07935.  BEFORE OCCUPYING THE STATION, CONTACT, MR. WARD CONNON
 KV6892', FIRE CHIEF, PHONE  201 377 7073 OR 201 377 1556.  IF NO ANSWER,
 KV6892'CONTACT THE CHATHAM TOWNSHIP POLICE DEPARTMENT, PHONE  201 377 0100.
 KV6892'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 78
 KV6892'AND HILLCREST ROAD, COUNTY ROAD 531, AT INTERCHANGE 40, GO NORTH ON
 KV6892'HILLCREST ROAD FOR 1.05 MI (1.69 KM) TO THE CROSSROADS INTERSECTION
 KV6892'WITH COUNTY ROAD 622.  BEAR TO THE LEFT AND CONTINUE NORTH ON
 KV6892'HILLCREST ROAD FOR 0.75 MI (1.21 KM) TO THE CROSSROADS INTERSECTION
 KV6892'WITH VALLEY ROAD, COUNTY ROAD 512, TO THE EAST AND WEST AND MOUNTAIN
 KV6892'AVENUE, COUNTY ROAD 638 TO THE NORTH.  GO NORTH ON COUNTY ROAD 638
 KV6892'FOR 1.25 MI (2.01 KM) TO THE CROSSROADS JUNCTION WITH MEYERSVILLE
 KV6892'ROAD AND LONG HILL ROAD.  GO NORTHEAST UPHILL ON MEYERSVILLE ROAD FOR
 KV6892'0.75 MI (1.21 KM) TO THE CROSSROADS JUNCTION WITH NEW VERNON ROAD,
 KV6892'MEYERSVILLE ROAD AND HICKORY TAVERN ROAD AT MEYERSVILLE.  TURN LEFT
 KV6892'AND GO NORTH ON NEW VERNON ROAD, ALSO KNOWN AS LONG HILL ROAD FOR
 KV6892'0.3.3 MI (0.483 KM) TO THE TEE INTERSECTION WITH PLEASANTVILLE ROAD
 KV6892'ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST ON PLEASANTVILLE ROAD FOR
 KV6892'1.8 MI (2.90 KM) TO THE TEE JUNCTION WITH VILLAGE ROAD. TURN RIGHT
 KV6892'AND GO NORTHEAST ON VILLAGE ROAD FOR 0.55 MI (0.89 KM) TO THE TEE
 KV6892'JUNCTION WITH SPRING VALLEY ROAD ON THE LEFT AND GREEN VILLAGE ROAD
 KV6892'ON THE RIGHT.  TURN RIGHT AND GO EAST ON GREEN VILLAGE ROAD FOR 0.2
 KV6892'MI (0.32 KM) TO THE GREEN VILLAGE FIRE DEPARTMENT ON THE RIGHT,
 KV6892'OPPOSITE A SUNOCO GASOLINE FILLING STATION.  TURN RIGHT INTO THE
 KV6892'PAVED PARKING LOT BEYOND THE FIRE DEPARTMENT AND GO SOUTH TO THE
 KV6892'STATION AHEAD, SET FLUSH WITH THE LAWN AT THE REAR OF THE FIRE
 KV6892'DEPARTMENT BUILDING AND IN RANGE WITH A LANTERN STYLE LAMP POST.  THE
 KV6892'STATION IS 5.5 M (18.04 FT) SOUTH FROM THE SOUTH EDGE OF THE PAVING
 KV6892'FOR THE PARKING LOT, 4.2 M (13.78 FT) SOUTH SOUTHWEST FROM A LANTERN
 KV6892'STYLE LAMP POST, 16.3 M (53.48 FT) SOUTHEAST FROM A LANTERN STYLE
 KV6892'LAMP POST, 61.0 M (200.13 FT) SOUTH FROM THE CENTERLINE OF GREEN
 KV6892'VILLAGE ROAD, 22.3 M (73.16 FT) SOUTHEAST FROM A CLEANOUT VALVE FOR
 KV6892'SEPTIC TANK SET IN A LANDSCAPED ISLAND AT THE REAR OF THE FIRE
 KV6892'DEPARTMENT BUILDING, 23.4 M (76.77 FT) SOUTH FROM A PARKING FOR
 KV6892'FIREMEN ONLY SIGN SET IN A LANDSCAPED ISLAND AT THE REAR OF THE FIRE
 KV6892'DEPARTMENT BUILDING, 26.5 M (86.94 FT) SOUTH FROM THE CENTERLINE OF
 KV6892'THE STEPS LEADING INTO THE BASEMENT OF THE FIRE DEPARTMENT BUILDING
 KV6892'AND 29.6 M (97.11 FT) SOUTH FROM THE SOUTHEAST CORNER OF THE
 KV6892'BUILDING.
 KV6892
 KV6892                          STATION RECOVERY (1993)
 KV6892
 KV6892'RECOVERED 1993
 KV6892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7141 ***********************************************************************
 DF7141  DESIGNATION -  14 E 2
 DF7141  PID         -  DF7141
 DF7141  STATE/COUNTY-  NJ/MORRIS
 DF7141  USGS QUAD   -  STANHOPE (1981)
 DF7141
 DF7141                         *CURRENT SURVEY CONTROL
 DF7141  ___________________________________________________________________
 DF7141* NAD 83(1986)-  40 55 03.     (N)    074 39 55.     (W)     SCALED    
 DF7141* NAVD 88     -       281.248  (meters)     922.73   (feet)  ADJUSTED  
 DF7141  ___________________________________________________________________
 DF7141  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 DF7141  DYNAMIC HT  -         281.119 (meters)     922.30  (feet)  COMP
 DF7141  MODELED GRAV-     980,157.0   (mgal)                       NAVD 88
 DF7141
 DF7141  VERT ORDER  -  SECOND    CLASS II
 DF7141
 DF7141.The horizontal coordinates were scaled from a topographic map and have
 DF7141.an estimated accuracy of +/- 6 seconds.
 DF7141
 DF7141.The orthometric height was determined by differential leveling
 DF7141.and adjusted by the National Geodetic Survey in March 2005..
 DF7141.No vertical observational check was made to the station.
 DF7141
 DF7141.The geoid height was determined by GEOID03.
 DF7141
 DF7141.The dynamic height is computed by dividing the NAVD 88
 DF7141.geopotential number by the normal gravity value computed on the
 DF7141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7141.degrees latitude (g = 980.6199 gals.).
 DF7141
 DF7141.The modeled gravity was interpolated from observed gravity values.
 DF7141
 DF7141;                    North         East    Units  Estimated Accuracy
 DF7141;SPC NJ       -   231,400.      136,080.      MT  (+/- 180 meters Scaled)
 DF7141
 DF7141                          SUPERSEDED SURVEY CONTROL
 DF7141
 DF7141.No superseded survey control is available for this station.
 DF7141
 DF7141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL281296(NAD 83)
 DF7141_MARKER: DD = SURVEY DISK
 DF7141_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF7141_SP_SET: BRIDGE SIDEWALK
 DF7141_STAMPING: 14 E 2 2002
 DF7141_MARK LOGO: NJGS  
 DF7141_MAGNETIC: I = MARKER IS A STEEL ROD
 DF7141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7141+STABILITY: SURFACE MOTION
 DF7141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7141+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 DF7141
 DF7141  HISTORY     - Date     Condition        Report By
 DF7141  HISTORY     - 20020723 MONUMENTED       NJGS
 DF7141
 DF7141                          STATION DESCRIPTION
 DF7141
 DF7141'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DF7141'THE STATION IS LOCATED IN ROXBURY TOWNSHIP,  SET IN A DRILL HOLE IN
 DF7141'THE CONCRETE BRIDGE
 DF7141'OF LAKESIDE BOULEVARD SPANNING THE MUSCONETCONG RIVER, WEST OF A USGS
 DF7141'GAUGING STAION
 DF7141'IN THE HOPATCONG STATE PARK.
 DF7141' 
 DF7141'TO REACH THE STATION FROM THE US INTERSTATE ROUTE 80 BRIDGE SPANNING
 DF7141'STATE HIGHWAY
 DF7141'183 AT THE JUNCTION OF INTERSTATE 80, US ROUTE 206 AND STATE ROUTE
 DF7141'183, JUST SOUTH OF THE
 DF7141'BOROUGH OF NETCONG,  GO 0.4 MI NORTH ON STATE ROUTE 183 TO THE
 DF7141'JUNCTION WITH US
 DF7141'HIGHWAY 46 AT THE CIRCLE, CONTINUE STRAIGHT AHEAD, NORTH ON STATE
 DF7141'ROUTE 183 FOR 0.3 MI
 DF7141'TO A TRAFFIC LIGHT AT THE T-JUNCTION WITH ALLEN STREET, COUNTY ROAD
 DF7141'631, TURN RIGHT AND
 DF7141'GO 2.3 MI EAST-NORTHEAST ON ALLEN STREET/CENTER STREET TO THE JUNCTION
 DF7141'WITH LAKESIDE
 DF7141'BOULEVARD (COUNTY ROAD 602), PROCEED ACROSS LAKESIDE BOULEVARD THEN TO
 DF7141'THE LEFT, ON
 DF7141'LAKESIDE BOULEVARD FOR 0.3 MI NORTH TO THE PARK ENTRANCE ON THE RIGHT,
 DF7141'CONTINUE AHEAD
 DF7141'FOR ANOTHER 142 M TO THE STATION ON THE RIGHT.
 DF7141' 
 DF7141'THE STATION IS ABOUT 18.0 M SOUTH OF THE EXTENDED CENTERLINE OF THE
 DF7141'BROOKLYN-STANHOPE
 DF7141'ROAD, 0.55 M WEST OF THE BRIDGE BALUSTRADE WALL, 10.6 M NORTH OF THE
 DF7141'SOUTH END OF THE
 DF7141'BRIDGE WALL AT THE EAST END, 2.5 M EAST OF THE CURBLINE.
 DF7141'
 DF7141'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6893 ***********************************************************************
 KV6893  DESIGNATION -  14 F 1
 KV6893  PID         -  KV6893
 KV6893  STATE/COUNTY-  NJ/MORRIS
 KV6893  USGS QUAD   -  CHATHAM (1981)
 KV6893
 KV6893                         *CURRENT SURVEY CONTROL
 KV6893  ___________________________________________________________________
 KV6893* NAD 83(1996)-  40 42 46.89726(N)    074 29 04.79544(W)     ADJUSTED  
 KV6893* NAVD 88     -        71.2    (meters)     234.     (feet)  GPS OBS   
 KV6893  ___________________________________________________________________
 KV6893  X           -   1,295,074.479 (meters)                     COMP
 KV6893  Y           -  -4,665,038.978 (meters)                     COMP
 KV6893  Z           -   4,138,344.277 (meters)                     COMP
 KV6893  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 KV6893  ELLIP HEIGHT-          38.22  (meters)          (10/23/02) GPS OBS
 KV6893  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KV6893
 KV6893  HORZ ORDER  -  FIRST
 KV6893  ELLP ORDER  -  FOURTH    CLASS I
 KV6893
 KV6893.The horizontal coordinates were established by GPS observations
 KV6893.and adjusted by the National Geodetic Survey in May 1999..
 KV6893
 KV6893.The orthometric height was determined by GPS observations and a
 KV6893.high-resolution geoid model.
 KV6893
 KV6893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6893
 KV6893.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6893
 KV6893.The ellipsoidal height was determined by GPS observations
 KV6893.and is referenced to NAD 83.
 KV6893
 KV6893.The geoid height was determined by GEOID03.
 KV6893
 KV6893;                    North         East     Units Scale Factor Converg.
 KV6893;SPC NJ       -   208,682.189   151,295.629   MT  0.99990002   +0 00 36.0
 KV6893;SPC NJ       -   684,651.48    496,375.74   sFT  0.99990002   +0 00 36.0
 KV6893;UTM  18      - 4,507,028.818   543,527.950   MT  0.99962332   +0 20 10.1
 KV6893
 KV6893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6893!SPC NJ       -   0.99999400  x   0.99990002  =   0.99989403
 KV6893!UTM  18      -   0.99999400  x   0.99962332  =   0.99961733
 KV6893
 KV6893                          SUPERSEDED SURVEY CONTROL
 KV6893
 KV6893  ELLIP H (05/14/99)   38.24   (m)                       GP(       ) 4 1
 KV6893  NAD 83(1996)-  40 42 46.89628(N)    074 29 04.79650(W) AD(       ) 1
 KV6893  NAD 83(1986)-  40 42 46.89629(N)    074 29 04.79703(W) AD(       ) 1
 KV6893
 KV6893.Superseded values are not recommended for survey control.
 KV6893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6893.See file dsdata.txt to determine how the superseded data were derived.
 KV6893
 KV6893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4352807029(NAD 83)
 KV6893_MARKER: DD = SURVEY DISK
 KV6893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6893_SP_SET: CONCRETE POST
 KV6893_STAMPING: 14 F 1 1992
 KV6893_MARK LOGO: NJGS  
 KV6893_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6893+STABILITY: SURFACE MOTION
 KV6893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6893+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1993
 KV6893
 KV6893  HISTORY     - Date     Condition        Report By
 KV6893  HISTORY     - 1992     MONUMENTED       NJGS
 KV6893  HISTORY     - 19930121 GOOD
 KV6893
 KV6893                          STATION DESCRIPTION
 KV6893
 KV6893'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6893'THE STATION IS LOCATED IN HARDING TOWNSHIP ON THE GROUNDS OF THE
 KV6893'WILDLIFE OBSERVATION CENTER OF THE GREAT SWAMP NATIONAL WILDLIFE
 KV6893'REFUGE.  TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 KV6893'HIGHWAY 78 AND HILLCREST ROAD, COUNTY ROAD 531, AT INTERCHANGE 40, GO
 KV6893'NORTH ON HILLCREST ROAD FOR 1.05 MI (1.69 KM) TO THE CROSSROADS
 KV6893'INTERSECTION WITH COUNTY ROAD 622.  BEAR TO THE LEFT AND CONTINUE
 KV6893'NORTH ON HILLCREST ROAD FOR 0.75 MI (1.21 KM) TO THE CROSSROADS
 KV6893'INTERSECTION WITH VALLEY ROAD, COUNTY ROAD 512, TO THE EAST AND WEST
 KV6893'AND MOUNTAIN AVENUE, COUNTY ROAD 638 TO THE NORTH.  GO NORTH ON
 KV6893'COUNTY ROAD 638 FOR 1.25 MI (2.01 KM) TO THE CROSSROADS JUNCTION WITH
 KV6893'MEYERSVILLE ROAD AND LONG HILL ROAD.  GO NORTHEAST UPHILL ON
 KV6893'MEYERSVILLE ROAD FOR 0.75 MI (1.21 KM) TO THE CROSSROADS JUNCTION
 KV6893'WITH NEW VERNON ROAD, MEYERSVILLE ROAD AND HICKORY TAVERN ROAD AT
 KV6893'MEYERSVILLE.  TURN LEFT AND GO NORTH ON NEW VERNON ROAD, WHICH
 KV6893'BECOMES LONG HILL ROAD, FOR 1.85 MI (2.98 KM) TO A PAVED ROAD ON THE
 KV6893'LEFT LEADING TO THE WILDLIFE OBSERVATION CENTER OF THE GREAT SWAMP
 KV6893'NATIONAL WILDLIFE REFUGE.  TURN LEFT AND GO SOUTHWEST ON THE PAVED
 KV6893'RAOD FOR 33 M (108.27 FT) TO THE STATION ON THE RIGHT.  THE STATION
 KV6893'IS 5.3 M (17.39 FT) WEST FROM THE SOUTHEAST POST OF THE SIGN FOR THE
 KV6893'WILDLIFE OBSERVATION CENTER, 5.4 M (17.72 FT) SOUTHWEST FROM THE
 KV6893'NORTHWEST POST OF THE SAME SIGN, 7.8 M (25.59 FT) NORTH NORTHWEST
 KV6893'FROM THE CENTER OF THE PAVED ROAD LEADING TO THE WILDLIFE OBSERVATION
 KV6893'CENTER, 13.2 M (43.31 FT) NORTHEAST FROM A SPEED LIMIT 10 SIGN, 29.0
 KV6893'M (95.14 FT) WEST FROM A STOP SIGN AT THE ENTRANCE TO THE WILDLIFE
 KV6893'OBSERVATION CENTER, 32.7 M (107.28 FT) SOUTHWEST FROM THE CENTERLINE
 KV6893'OF LONG HILL ROAD AND 36.4 M (119.42 FT) NORTHWEST FROM POLE NUMBER
 KV6893'25.  THE STATION IS SET FLUSH WITH THE GROUND.
 KV6893
 KV6893                          STATION RECOVERY (1993)
 KV6893
 KV6893'RECOVERED 1993
 KV6893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7142 ***********************************************************************
 DF7142  DESIGNATION -  14 F 2
 DF7142  PID         -  DF7142
 DF7142  STATE/COUNTY-  NJ/MORRIS
 DF7142  USGS QUAD   -  STANHOPE (1981)
 DF7142
 DF7142                         *CURRENT SURVEY CONTROL
 DF7142  ___________________________________________________________________
 DF7142* NAD 83(1986)-  40 54 36.     (N)    074 40 03.     (W)     SCALED    
 DF7142* NAVD 88     -       278.569  (meters)     913.94   (feet)  ADJUSTED  
 DF7142  ___________________________________________________________________
 DF7142  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 DF7142  DYNAMIC HT  -         278.440 (meters)     913.52  (feet)  COMP
 DF7142  MODELED GRAV-     980,156.8   (mgal)                       NAVD 88
 DF7142
 DF7142  VERT ORDER  -  SECOND    CLASS II
 DF7142
 DF7142.The horizontal coordinates were scaled from a topographic map and have
 DF7142.an estimated accuracy of +/- 6 seconds.
 DF7142
 DF7142.The orthometric height was determined by differential leveling
 DF7142.and adjusted by the National Geodetic Survey in March 2005..
 DF7142
 DF7142.The geoid height was determined by GEOID03.
 DF7142
 DF7142.The dynamic height is computed by dividing the NAVD 88
 DF7142.geopotential number by the normal gravity value computed on the
 DF7142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7142.degrees latitude (g = 980.6199 gals.).
 DF7142
 DF7142.The modeled gravity was interpolated from observed gravity values.
 DF7142
 DF7142;                    North         East    Units  Estimated Accuracy
 DF7142;SPC NJ       -   230,570.      135,890.      MT  (+/- 180 meters Scaled)
 DF7142
 DF7142                          SUPERSEDED SURVEY CONTROL
 DF7142
 DF7142.No superseded survey control is available for this station.
 DF7142
 DF7142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL280288(NAD 83)
 DF7142_MARKER: DD = SURVEY DISK
 DF7142_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF7142_SP_SET: SIGN FOOTING
 DF7142_STAMPING: 14 F 2 2002
 DF7142_MARK LOGO: NJGS  
 DF7142_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7142+STABILITY: SURFACE MOTION
 DF7142_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7142+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 DF7142
 DF7142  HISTORY     - Date     Condition        Report By
 DF7142  HISTORY     - 20020723 MONUMENTED       NJGS
 DF7142
 DF7142                          STATION DESCRIPTION
 DF7142
 DF7142'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DF7142'THE STATION IS LOCATED IN ROXBURY TOWNSHIP,  SET IN A DRILL HOLE IN
 DF7142'THE FOOTING FOR A
 DF7142'SHOPPING CENTER SIGN (STEEL I-BEAM) AT THE SOUTHWEST CORNER OF CENTER
 DF7142'STREET (COUNTY
 DF7142'ROAD 631) AND LAKESIDE BOULEVARD (COUNTY ROAD 602).
 DF7142' 
 DF7142'TO REACH THE STATION FROM THE US INTERSTATE ROUTE 80 BRIDGE SPANNING
 DF7142'STATE HIGHWAY
 DF7142'183 AT THE JUNCTION OF INTERSTATE 80, US ROUTE 206 AND STATE ROUTE
 DF7142'183, JUST SOUTH OF THE
 DF7142'BOROUGH OF NETCONG,  GO 0.4 MI NORTH ON STATE ROUTE 183 TO THE
 DF7142'JUNCTION WITH US
 DF7142'HIGHWAY 46 AT THE CIRCLE, CONTINUE STRAIGHT AHEAD, NORTH ON STATE
 DF7142'ROUTE 183 FOR 0.3 MI
 DF7142'TO A TRAFFIC LIGHT AT THE T-JUNCTION WITH ALLEN STREET, COUNTY ROAD
 DF7142'631, TURN RIGHT AND
 DF7142'GO 2.3 MI EAST-NORTHEAST ON ALLEN STREET/CENTER STREET TO THE JUNCTION
 DF7142'WITH LAKESIDE
 DF7142'BOULEVARD (COUNTY ROAD 602) AND THE STATION ON THE RIGHT.
 DF7142' 
 DF7142'THE STATION IS 19.3 M WEST OF THE WEST CURBLINE OF THE EAST-BOUND
 DF7142'CENTER STREET LANES
 DF7142'LEADING TO THE SOUTH-BOUND LANES OF LAKESIDE BOULEVARD, 32.2 M SOTH OF
 DF7142'THE CENTERLINE
 DF7142'OF THE ENTRANCE DRIVEWAY INTO THE SHOPPING CENTER, 30.2 M SOUTHWEST OF
 DF7142'POLE NUMBER
 DF7142'BT 2832 RX, ABOUT 0.5 M ABOVE LEVE OF PARKING LOT PAVING.
 DF7142'
 DF7142'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6894 ***********************************************************************
 KV6894  DESIGNATION -  14 G 1
 KV6894  PID         -  KV6894
 KV6894  STATE/COUNTY-  NJ/MORRIS
 KV6894  USGS QUAD   -  CHATHAM (1981)
 KV6894
 KV6894                         *CURRENT SURVEY CONTROL
 KV6894  ___________________________________________________________________
 KV6894* NAD 83(1996)-  40 44 19.77736(N)    074 23 06.87481(W)     ADJUSTED  
 KV6894* NAVD 88     -        77.2    (meters)     253.     (feet)  GPS OBS   
 KV6894  ___________________________________________________________________
 KV6894  X           -   1,302,665.635 (meters)                     COMP
 KV6894  Y           -  -4,660,988.893 (meters)                     COMP
 KV6894  Z           -   4,140,519.582 (meters)                     COMP
 KV6894  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 KV6894  ELLIP HEIGHT-          44.41  (meters)          (10/23/02) GPS OBS
 KV6894  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV6894
 KV6894  HORZ ORDER  -  FIRST
 KV6894  ELLP ORDER  -  FOURTH    CLASS I
 KV6894
 KV6894.The horizontal coordinates were established by GPS observations
 KV6894.and adjusted by the National Geodetic Survey in May 1999..
 KV6894
 KV6894.The orthometric height was determined by GPS observations and a
 KV6894.high-resolution geoid model.
 KV6894
 KV6894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6894
 KV6894.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6894
 KV6894.The ellipsoidal height was determined by GPS observations
 KV6894.and is referenced to NAD 83.
 KV6894
 KV6894.The geoid height was determined by GEOID03.
 KV6894
 KV6894;                    North         East     Units Scale Factor Converg.
 KV6894;SPC NJ       -   211,553.181   159,692.144   MT  0.99990116   +0 04 29.6
 KV6894;SPC NJ       -   694,070.73    523,923.31   sFT  0.99990116   +0 04 29.6
 KV6894;UTM  18      - 4,509,946.776   551,905.700   MT  0.99963316   +0 24 04.3
 KV6894
 KV6894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6894!SPC NJ       -   0.99999303  x   0.99990116  =   0.99989419
 KV6894!UTM  18      -   0.99999303  x   0.99963316  =   0.99962620
 KV6894
 KV6894                          SUPERSEDED SURVEY CONTROL
 KV6894
 KV6894  ELLIP H (05/14/99)   44.43   (m)                       GP(       ) 4 1
 KV6894  NAD 83(1996)-  40 44 19.77666(N)    074 23 06.87547(W) AD(       ) 1
 KV6894  NAD 83(1986)-  40 44 19.77650(N)    074 23 06.87629(W) AD(       ) 1
 KV6894
 KV6894.Superseded values are not recommended for survey control.
 KV6894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6894.See file dsdata.txt to determine how the superseded data were derived.
 KV6894
 KV6894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5190609947(NAD 83)
 KV6894_MARKER: DD = SURVEY DISK
 KV6894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6894_SP_SET: CONCRETE POST
 KV6894_STAMPING: 14 G 1 1992
 KV6894_MARK LOGO: NJGS  
 KV6894_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6894+STABILITY: SURFACE MOTION
 KV6894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6894+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KV6894
 KV6894  HISTORY     - Date     Condition        Report By
 KV6894  HISTORY     - 1992     MONUMENTED       NJGS
 KV6894
 KV6894                          STATION DESCRIPTION
 KV6894
 KV6894'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6894'THE STATION IS LOCATED IN THE BOROUGH OF CHATHAM ON THE GROUNDS OF THE
 KV6894'LUM AVENUE SCHOOL, FORMERLY THE CHATHAM PUBLIC SCHOOL NUMBER 2, JUST
 KV6894'NORTHEAST OF THE CHATHAM BOROUGH POLICE DEPARTMENT AND BOARD OF
 KV6894'EDUCATION OFFICES.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV6894'MAIN STREET, STATE HIGHWAY 24, AND FAIRMOUNT AVENUE, GO SOUTH ON
 KV6894'FAIRMOUNT AVENUE FOR 0.2 MI (0.32 KM) TO THE PAVED ENTRANCE DRIVE
 KV6894'LEADING TO THE POLICE DEPARTMENT AND BOARD OF EDUCATION OFFICES ON
 KV6894'THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ABOUT 0.05 MI (0.08 KM) TO A
 KV6894'VEHICULAR GATE OPENING THROUGH A 6 FT (1.83 M) HIGH CHAIN LINK FENCE
 KV6894'SEPARATING PARKING LOTS FOR THE POLICE DEPARTMENT AND THE BOARD OF
 KV6894'EDUCATION OFFICES.  PASS THROUGH THE GATE AND GO ABOUT 8 M
 KV6894'(26.25 FT) TO THE STATION ON THE RIGHT, SET ABOUT 0.05 M (0.16 FT)
 KV6894'BELOW THE SURFACE OF THE LAWN.  THE STATION IS 1.2 M (3.94 FT)
 KV6894'NORTHEAST FROM THE NORTH EDGE OF THE PARKING LOT, 7.7 M (25.26 FT)
 KV6894'WEST NORTHWEST FROM THE NORTH GATE POST OF THE FENCE SEPARATING THE
 KV6894'TWO PARKING LOTS, 19.8 M (64.96 FT) SOUTHEAST FROM THE NORTHEAST
 KV6894'CORNER OF THE SCHOOL BUILDING, 10.2 M (33.46 FT) SOUTH SOUTHWEST FROM
 KV6894'A UTILITY MANHOLE SET FLUSH IN THE LAWN, 28.0 M (91.86 FT) WEST
 KV6894'NORTHWEST FROM THE NORTHWEST CORNER OF THE POLICE DEPARTMENT BUILDING
 KV6894', A THREE STORY BRICK STRUCTURE, AND 9.2 M (30.18 FT) NORTH FROM AN
 KV6894'INLET SET FLUSH WITH THE PAVING IN THE SCHOOL PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7143 ***********************************************************************
 DF7143  DESIGNATION -  14 G 2
 DF7143  PID         -  DF7143
 DF7143  STATE/COUNTY-  NJ/MORRIS
 DF7143  USGS QUAD   -  STANHOPE (1981)
 DF7143
 DF7143                         *CURRENT SURVEY CONTROL
 DF7143  ___________________________________________________________________
 DF7143* NAD 83(1986)-  40 54 17.     (N)    074 39 52.     (W)     SCALED    
 DF7143* NAVD 88     -       283.294  (meters)     929.44   (feet)  ADJUSTED  
 DF7143  ___________________________________________________________________
 DF7143  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 DF7143  DYNAMIC HT  -         283.164 (meters)     929.01  (feet)  COMP
 DF7143  MODELED GRAV-     980,156.4   (mgal)                       NAVD 88
 DF7143
 DF7143  VERT ORDER  -  SECOND    CLASS II
 DF7143
 DF7143.The horizontal coordinates were scaled from a topographic map and have
 DF7143.an estimated accuracy of +/- 6 seconds.
 DF7143
 DF7143.The orthometric height was determined by differential leveling
 DF7143.and adjusted by the National Geodetic Survey in March 2005..
 DF7143
 DF7143.The geoid height was determined by GEOID03.
 DF7143
 DF7143.The dynamic height is computed by dividing the NAVD 88
 DF7143.geopotential number by the normal gravity value computed on the
 DF7143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7143.degrees latitude (g = 980.6199 gals.).
 DF7143
 DF7143.The modeled gravity was interpolated from observed gravity values.
 DF7143
 DF7143;                    North         East    Units  Estimated Accuracy
 DF7143;SPC NJ       -   229,980.      136,150.      MT  (+/- 180 meters Scaled)
 DF7143
 DF7143                          SUPERSEDED SURVEY CONTROL
 DF7143
 DF7143.No superseded survey control is available for this station.
 DF7143
 DF7143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL282282(NAD 83)
 DF7143_MARKER: DD = SURVEY DISK
 DF7143_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF7143_SP_SET: RETAINING WALL
 DF7143_STAMPING: 14 G 2 2002
 DF7143_MARK LOGO: NJGS  
 DF7143_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7143+STABILITY: SURFACE MOTION
 DF7143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7143+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 DF7143
 DF7143  HISTORY     - Date     Condition        Report By
 DF7143  HISTORY     - 20020723 MONUMENTED       NJGS
 DF7143
 DF7143                          STATION DESCRIPTION
 DF7143
 DF7143'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DF7143'THE STATION IS LOCATED IN ROXBURY TOWNSHIP,  SET IN A DRILL HOLE AT
 DF7143'THE SOUTHEAST END OF
 DF7143'A RETAINING WALL BETWEEN THE SOUTHERLY END OF LAKE HOPATCONG AND THE
 DF7143'SIDEWALK AREA
 DF7143'OF MT. ARLINGTON BOULEVARD (COUNTY ROAD 616).  THE STATION IS AT THE
 DF7143'T-JUNCTION OF
 DF7143'LAKESIDE BOULEVARD (COUNTY ROAD 631) LEADING TO THE NORTH, MT.
 DF7143'ARLINGTON BOULEVARD
 DF7143'(COUNTY ROAD 616) TO THE SOUTH AND LANDING LANE (COUNTY ROAD 631) TO
 DF7143'THE WEST.
 DF7143' 
 DF7143'TO REACH THE STATION FROM THE US INTERSTATE ROUTE 80 BRIDGE SPANNING
 DF7143'STATE HIGHWAY
 DF7143'183 AT THE JUNCTION OF INTERSTATE 80, US ROUTE 206 AND STATE ROUTE
 DF7143'183, JUST SOUTH OF THE
 DF7143'BOROUGH OF NETCONG,  GO 0.4 MI NORTH ON STATE ROUTE 183 TO THE
 DF7143'JUNCTION WITH US
 DF7143'HIGHWAY 46 AT THE CIRCLE, CONTINUE STRAIGHT AHEAD, NORTH ON STATE
 DF7143'ROUTE 183 FOR 0.3 MI
 DF7143'TO A TRAFFIC LIGHT AT THE T-JUNCTION WITH ALLEN STREET, COUNTY ROAD
 DF7143'631, TURN RIGHT AND
 DF7143'GO 2.3 MI EAST-NORTHEAST ON ALLEN STREET/CENTER STREET TO THE JUNCTION
 DF7143'WITH LAKESIDE
 DF7143'BOULEVARD (COUNTY ROAD 631),  TURN RIGHT AND GO ABOUT 0.3 MI SOUTH TO
 DF7143'THE STATION ON THE
 DF7143'LEFT.
 DF7143' 
 DF7143'THE STATION IS 23.8 M SOUTH OF THE EXTENDED CENTERLINE OF LANDING LANE
 DF7143'(COUNTY ROAD 631),
 DF7143'1.6 M EAST OF THE EAST CURBLINE OF MT. ARLINGTON BOULEVARD, 3.1 M
 DF7143'SOUTH OF POLE NUMBER
 DF7143'NJ 3691 RU, 4.3 M NORTH OF AN ALUMINUM TRAFFIC CONTROL BOX NUMBER
 DF7143'6836101 AND ABOUT 0.5 M
 DF7143'ABOVE LEVEL OF SIDEWALK.
 DF7143'
 DF7143'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6895 ***********************************************************************
 KV6895  DESIGNATION -  14 H 1
 KV6895  PID         -  KV6895
 KV6895  STATE/COUNTY-  NJ/MORRIS
 KV6895  USGS QUAD   -  MORRISTOWN (1981)
 KV6895
 KV6895                         *CURRENT SURVEY CONTROL
 KV6895  ___________________________________________________________________
 KV6895* NAD 83(1996)-  40 46 54.33581(N)    074 25 48.42847(W)     ADJUSTED  
 KV6895* NAVD 88     -        76.729  (meters)     251.74   (feet)  ADJUSTED  
 KV6895  ___________________________________________________________________
 KV6895  X           -   1,298,178.965 (meters)                     COMP
 KV6895  Y           -  -4,659,008.800 (meters)                     COMP
 KV6895  Z           -   4,144,130.534 (meters)                     COMP
 KV6895  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 KV6895  ELLIP HEIGHT-          43.90  (meters)          (10/23/02) GPS OBS
 KV6895  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV6895  DYNAMIC HT  -          76.695 (meters)     251.62  (feet)  COMP
 KV6895  MODELED GRAV-     980,189.4   (mgal)                       NAVD 88
 KV6895
 KV6895  HORZ ORDER  -  FIRST
 KV6895  VERT ORDER  -  SECOND    CLASS II
 KV6895  ELLP ORDER  -  FOURTH    CLASS I
 KV6895
 KV6895.The horizontal coordinates were established by GPS observations
 KV6895.and adjusted by the National Geodetic Survey in May 1999..
 KV6895
 KV6895.The orthometric height was determined by differential leveling
 KV6895.and adjusted by the National Geodetic Survey in March 2005..
 KV6895.No vertical observational check was made to the station.
 KV6895
 KV6895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6895
 KV6895.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6895
 KV6895.The ellipsoidal height was determined by GPS observations
 KV6895.and is referenced to NAD 83.
 KV6895
 KV6895.The geoid height was determined by GEOID03.
 KV6895
 KV6895.The dynamic height is computed by dividing the NAVD 88
 KV6895.geopotential number by the normal gravity value computed on the
 KV6895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6895.degrees latitude (g = 980.6199 gals.).
 KV6895
 KV6895.The modeled gravity was interpolated from observed gravity values.
 KV6895
 KV6895;                    North         East     Units Scale Factor Converg.
 KV6895;SPC NJ       -   216,316.387   155,898.210   MT  0.99990043   +0 02 44.3
 KV6895;SPC NJ       -   709,698.01    511,476.04   sFT  0.99990043   +0 02 44.3
 KV6895;UTM  18      - 4,514,687.008   548,085.719   MT  0.99962846   +0 22 20.1
 KV6895
 KV6895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6895!SPC NJ       -   0.99999311  x   0.99990043  =   0.99989354
 KV6895!UTM  18      -   0.99999311  x   0.99962846  =   0.99962158
 KV6895
 KV6895                          SUPERSEDED SURVEY CONTROL
 KV6895
 KV6895  ELLIP H (05/14/99)   43.92   (m)                       GP(       ) 4 1
 KV6895  NAD 83(1996)-  40 46 54.33506(N)    074 25 48.42909(W) AD(       ) 1
 KV6895  NAD 83(1986)-  40 46 54.33451(N)    074 25 48.42950(W) AD(       ) 1
 KV6895
 KV6895.Superseded values are not recommended for survey control.
 KV6895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6895.See file dsdata.txt to determine how the superseded data were derived.
 KV6895
 KV6895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4808614687(NAD 83)
 KV6895_MARKER: DD = SURVEY DISK
 KV6895_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV6895_SP_SET: CULVERT HEADWALL
 KV6895_STAMPING: 14 H 1 1992
 KV6895_MARK LOGO: NJGS  
 KV6895_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6895+STABILITY: SURFACE MOTION
 KV6895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6895+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 KV6895
 KV6895  HISTORY     - Date     Condition        Report By
 KV6895  HISTORY     - 1992     MONUMENTED       NJGS
 KV6895  HISTORY     - 20021016 GOOD             NJGS
 KV6895
 KV6895                          STATION DESCRIPTION
 KV6895
 KV6895'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6895'THE STATION IS LOCATED IN FLORHAM PARK BOROUGH ON THE WEST SIDE OF
 KV6895'PARK AVENUE.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV6895'INTERSTATE HIGHWAY 287 AND MADISON AVENUE, STATE HIGHWAY 24, IN THE
 KV6895'TOWN OF MORRISTOWN AT INTERCHANGE 31, GO NORTHEAST THEN EAST ON STATE
 KV6895'HIGHWAY 24 FOR 1.25 MI (2.01 KM) TO THE TEE INTERSECTION WITH
 KV6895'PUNCHBOWL ROAD ON THE LEFT.  TURN LEFT AND GO NORTHEAST ON PUNCHBOWL
 KV6895'ROAD FOR 1.0 MI (1.61 KM) TO THE TEE JUNCTION WITH PARK AVENUE.  TURN
 KV6895'RIGHT AND GO SOUTHEAST ON PARK AVENUE FOR 0.2 MI (0.32 KM) TO THE
 KV6895'STATION ON THE RIGHT, SET ON TOP OF A HEADWALL ATTACHED TO A SMALL
 KV6895'DRAINAGE PIPE AT A LANDSCAPED AREA WITHIN A YOU TURN, NORTHEAST OF
 KV6895'SAINT ELIZABETHS COLLEGE AND ACROSS THE ROAD FROM THE HISTORIC BARN,
 KV6895'A SINGLE STORY, PARTLY DEMOLISHED, RED BRICK STRUCTURE, CURRENTLY
 KV6895'UNDER RENOVATION TO BECOME THE PARK AVENUE CLUB.  THE STATION IS 9.45
 KV6895'M (31.00 FT) WEST FROM A METAL LIGHT POLE NUMBER 332, 12.9 M
 KV6895'(42.32 FT) NORTHEAST FROM AN INLET, 9.3 M (30.51 FT) WEST FROM AND
 KV6895'RADIAL TO THE STONE CURB ALONG THE WEST SIDE OF THE YOU TURN, 16.3 M
 KV6895'(53.48 FT) NORTHEAST FROM THE END OF A FLARED END SECTION OF A 1.5 FT
 KV6895'(0.46 M) DIAMETER CONCRETE DRAINAGE PIPE AND IN RANGE WITH THE NORTH
 KV6895'NOSE OF A LANDSCAPED AREA TO THE SOUTHEAST DIVIDING THE YOU TURN AND
 KV6895'A ROAD LEADING TO CAMPUS DRIVE AND THE COLLEGE.
 KV6895
 KV6895                          STATION RECOVERY (2002)
 KV6895
 KV6895'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 KV6895'RECOVERED AS DESCRIBED.
 KV6895' 
 KV6895'ALSO TO REACH THE STATION FROM EXIT 37 OF INTERSTATE 287, GO EAST ON
 KV6895'STATE ROUTE 24 FOR
 KV6895'ABOUT 2 MI TO EXIT 2A, COLUMBIA TURNPIKE (COUNTY ROAD 510) TOWARD
 KV6895'MORRISTOWN.  TAKE
 KV6895'RAMP TO COUNTY ROAD 510 AND GO ABOUT 0.35 MI WEST TO THE JUNCTION WITH
 KV6895'COUNTY ROAD 623
 KV6895'(PARK AVENUE), TURN LEFT AND GO 0.80 MI TO THE STATION ON THE RIGHT AT
 KV6895'THE JUGHANDLE
 KV6895'U-TURN RAMP.
 KV6895' 
 KV6895'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7144 ***********************************************************************
 DF7144  DESIGNATION -  14 H 2
 DF7144  PID         -  DF7144
 DF7144  STATE/COUNTY-  NJ/MORRIS
 DF7144  USGS QUAD   -  STANHOPE (1981)
 DF7144
 DF7144                         *CURRENT SURVEY CONTROL
 DF7144  ___________________________________________________________________
 DF7144* NAD 83(1986)-  40 54 38.     (N)    074 40 23.     (W)     SCALED    
 DF7144* NAVD 88     -       269.763  (meters)     885.05   (feet)  ADJUSTED  
 DF7144  ___________________________________________________________________
 DF7144  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 DF7144  DYNAMIC HT  -         269.638 (meters)     884.64  (feet)  COMP
 DF7144  MODELED GRAV-     980,157.1   (mgal)                       NAVD 88
 DF7144
 DF7144  VERT ORDER  -  SECOND    CLASS II
 DF7144
 DF7144.The horizontal coordinates were scaled from a topographic map and have
 DF7144.an estimated accuracy of +/- 6 seconds.
 DF7144
 DF7144.The orthometric height was determined by differential leveling
 DF7144.and adjusted by the National Geodetic Survey in March 2005..
 DF7144
 DF7144.The geoid height was determined by GEOID03.
 DF7144
 DF7144.The dynamic height is computed by dividing the NAVD 88
 DF7144.geopotential number by the normal gravity value computed on the
 DF7144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7144.degrees latitude (g = 980.6199 gals.).
 DF7144
 DF7144.The modeled gravity was interpolated from observed gravity values.
 DF7144
 DF7144;                    North         East    Units  Estimated Accuracy
 DF7144;SPC NJ       -   230,630.      135,420.      MT  (+/- 180 meters Scaled)
 DF7144
 DF7144                          SUPERSEDED SURVEY CONTROL
 DF7144
 DF7144.No superseded survey control is available for this station.
 DF7144
 DF7144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL275288(NAD 83)
 DF7144_MARKER: DD = SURVEY DISK
 DF7144_SETTING: 66 = SET IN ROCK OUTCROP
 DF7144_STAMPING: 14 H 2 2002
 DF7144_MARK LOGO: NJGS  
 DF7144_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7144+STABILITY: POSITION/ELEVATION WELL
 DF7144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7144+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 DF7144
 DF7144  HISTORY     - Date     Condition        Report By
 DF7144  HISTORY     - 20020723 MONUMENTED       NJGS
 DF7144
 DF7144                          STATION DESCRIPTION
 DF7144
 DF7144'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DF7144'THE STATION IS LOCATED IN ROXBURY TOWNSHIP,  SET IN A DRILL HOLE IN A
 DF7144'ROCK OUTCROP IN THE
 DF7144'FRONT YARD FOR THE GPU ENERGY BUILDING, NUMBER 175 CENTER STREET
 DF7144'(COUNTY ROAD 631).
 DF7144' 
 DF7144'TO REACH THE STATION FROM THE US INTERSTATE ROUTE 80 BRIDGE SPANNING
 DF7144'STATE HIGHWAY
 DF7144'183 AT THE JUNCTION OF INTERSTATE 80, US ROUTE 206 AND STATE ROUTE
 DF7144'183, JUST SOUTH OF THE
 DF7144'BOROUGH OF NETCONG,  GO 0.4 MI NORTH ON STATE ROUTE 183 TO THE
 DF7144'JUNCTION WITH US
 DF7144'HIGHWAY 46 AT THE CIRCLE, CONTINUE STRAIGHT AHEAD, NORTH ON STATE
 DF7144'ROUTE 183 FOR 0.3 MI
 DF7144'TO A TRAFFIC LIGHT AT THE T-JUNCTION WITH ALLEN STREET, COUNTY ROAD
 DF7144'631, TURN RIGHT AND
 DF7144'GO ABOUT 1.9 MI EAST-NORTHEAST ON ALLEN STREET/CENTER STREET TO THE
 DF7144'STATION ON THE
 DF7144'RIGHT.
 DF7144' 
 DF7144'THE STATION IS 7.4 M EAST SOUTH-EAST OF AN INLET CURBPIECE, 5.0 M EAST
 DF7144'SOUTH-EAST OF THE
 DF7144'CENTER OF CONCRETE CULVERT (THE MIDDLE OF THREE IN FRONT OF THE GPU
 DF7144'BUILDING), 30.6 M
 DF7144'NORTHEAST OF THE CENTERLINE OF THE INGRESS/EGRESS DRIVE LEADING TO THE
 DF7144'GPU BUILDING,
 DF7144'27.4 M SOUTHWEST OF THE SOUTHWEST CORNER OG THE BUILDING, 21.8 M
 DF7144'SOUTHEAST AND
 DF7144'ACROSS THE STREET FROM POLE NUMBER NJ697 RU.  THE STATION IS ABOUT 1.0
 DF7144'M ABOVE THE
 DF7144'GROUND.
 DF7144'
 DF7144'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6896 ***********************************************************************
 KV6896  DESIGNATION -  14 J 1
 KV6896  PID         -  KV6896
 KV6896  STATE/COUNTY-  NJ/MORRIS
 KV6896  USGS QUAD   -  MORRISTOWN (1981)
 KV6896
 KV6896                         *CURRENT SURVEY CONTROL
 KV6896  ___________________________________________________________________
 KV6896* NAD 83(1996)-  40 47 17.71434(N)    074 23 30.44131(W)     ADJUSTED  
 KV6896* NAVD 88     -        57.5    (meters)     189.     (feet)  GPS OBS   
 KV6896  ___________________________________________________________________
 KV6896  X           -   1,301,164.801 (meters)                     COMP
 KV6896  Y           -  -4,657,671.590 (meters)                     COMP
 KV6896  Z           -   4,144,664.033 (meters)                     COMP
 KV6896  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 KV6896  ELLIP HEIGHT-          24.70  (meters)          (10/23/02) GPS OBS
 KV6896  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV6896
 KV6896  HORZ ORDER  -  FIRST
 KV6896  ELLP ORDER  -  FOURTH    CLASS I
 KV6896
 KV6896.The horizontal coordinates were established by GPS observations
 KV6896.and adjusted by the National Geodetic Survey in May 1999..
 KV6896
 KV6896.The orthometric height was determined by GPS observations and a
 KV6896.high-resolution geoid model.
 KV6896
 KV6896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6896
 KV6896.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6896
 KV6896.The ellipsoidal height was determined by GPS observations
 KV6896.and is referenced to NAD 83.
 KV6896
 KV6896.The geoid height was determined by GEOID03.
 KV6896
 KV6896;                    North         East     Units Scale Factor Converg.
 KV6896;SPC NJ       -   217,040.760   159,132.493   MT  0.99990103   +0 04 14.5
 KV6896;SPC NJ       -   712,074.56    522,087.19   sFT  0.99990103   +0 04 14.5
 KV6896;UTM  18      - 4,515,429.606   551,314.947   MT  0.99963241   +0 23 50.4
 KV6896
 KV6896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6896!SPC NJ       -   0.99999613  x   0.99990103  =   0.99989716
 KV6896!UTM  18      -   0.99999613  x   0.99963241  =   0.99962854
 KV6896
 KV6896                          SUPERSEDED SURVEY CONTROL
 KV6896
 KV6896  ELLIP H (05/14/99)   24.73   (m)                       GP(       ) 4 1
 KV6896  NAD 83(1996)-  40 47 17.71385(N)    074 23 30.44173(W) AD(       ) 1
 KV6896  NAD 83(1986)-  40 47 17.71293(N)    074 23 30.44224(W) AD(       ) 1
 KV6896
 KV6896.Superseded values are not recommended for survey control.
 KV6896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6896.See file dsdata.txt to determine how the superseded data were derived.
 KV6896
 KV6896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5131515430(NAD 83)
 KV6896_MARKER: DD = SURVEY DISK
 KV6896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6896_SP_SET: CONCRETE POST
 KV6896_STAMPING: 14 J 1 1992
 KV6896_MARK LOGO: NJGS  
 KV6896_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6896+STABILITY: SURFACE MOTION
 KV6896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6896+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KV6896
 KV6896  HISTORY     - Date     Condition        Report By
 KV6896  HISTORY     - 1992     MONUMENTED       NJGS
 KV6896
 KV6896                          STATION DESCRIPTION
 KV6896
 KV6896'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6896'THE STATION IS LOCATED IN THE BOROUGH OF FLORHAM PARK ON THE SOUTH
 KV6896'SIDE OF COLUMBIA AVENUE, COUNTY ROAD 510.  TO REACH THE STATION FROM
 KV6896'THE INTERSECTION OF INTERSTATE HIGHWAY 287 AND MORRIS AVENUE, COUNTY
 KV6896'ROAD 510 AT INTERCHANGE 36A IN THE TOWN OF MORRISTOWN, GO 4.1 MI
 KV6896'(6.60 KM) EAST ON COUNTY ROAD 510, NOW CALLED COLUMBIA AVENUE, TO THE
 KV6896'STATION ON THE RIGHT, SET FLUSH WITH THE GROUND IN A STONE LANDSCAPED
 KV6896'ISLAND FOR A PARKING LOT OF THE FLORHAM VILLAGE SHOPPING CENTER,
 KV6896'OPPOSITE THE LOEHMANNS PLAZA SHOPPING CENTER.  THE STATION IS ALSO
 KV6896'ABOUT 0.05 MI (0.08 KM) EAST OF THE TEE JUNCTION WITH JAMES STREET
 KV6896'AND ABOUT 0.1 MI (0.16 KM) WEST OF RIDGEDALE AVENUE, COUNTY ROAD 608.
 KV6896'THE STATION IS 4.3 M (14.11 FT) SOUTH FROM THE SOUTH CURBLINE OF
 KV6896'COLUMBIA AVENUE, 2.5 M (8.20 FT) SOUTH SOUTHWEST FROM A FIRE HYDRANT,
 KV6896'8.2 M (26.90 FT) SOUTHEAST FROM POLE NUMBER BT 738 FPB, 14.7 M
 KV6896'(48.23 FT) NORTH NORTHEAST FROM POLE NUMBER BT 1038 FPB, 26.4 M
 KV6896'(86.61 FT) EAST FROM THE NORTHEAST CORNER OF A ONE STORY BRICK
 KV6896'BUILDING, THE MORRIS SAVINGS BANK, 3.6 M (11.81 FT) WEST OF A STONE
 KV6896'CURB AND 3.5 M (11.48 FT) EAST OF A STONE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7152 ***********************************************************************
 DF7152  DESIGNATION -  14 J 11
 DF7152  PID         -  DF7152
 DF7152  STATE/COUNTY-  NJ/MORRIS
 DF7152  USGS QUAD   -  MORRISTOWN (1981)
 DF7152
 DF7152                         *CURRENT SURVEY CONTROL
 DF7152  ___________________________________________________________________
 DF7152* NAD 83(1986)-  40 47 33.     (N)    074 25 27.     (W)     SCALED    
 DF7152* NAVD 88     -        55.995  (meters)     183.71   (feet)  ADJUSTED  
 DF7152  ___________________________________________________________________
 DF7152  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 DF7152  DYNAMIC HT  -          55.971 (meters)     183.63  (feet)  COMP
 DF7152  MODELED GRAV-     980,190.9   (mgal)                       NAVD 88
 DF7152
 DF7152  VERT ORDER  -  SECOND    CLASS II
 DF7152
 DF7152.The horizontal coordinates were scaled from a topographic map and have
 DF7152.an estimated accuracy of +/- 6 seconds.
 DF7152
 DF7152.The orthometric height was determined by differential leveling
 DF7152.and adjusted by the National Geodetic Survey in March 2005..
 DF7152
 DF7152.The geoid height was determined by GEOID03.
 DF7152
 DF7152.The dynamic height is computed by dividing the NAVD 88
 DF7152.geopotential number by the normal gravity value computed on the
 DF7152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7152.degrees latitude (g = 980.6199 gals.).
 DF7152
 DF7152.The modeled gravity was interpolated from observed gravity values.
 DF7152
 DF7152;                    North         East    Units  Estimated Accuracy
 DF7152;SPC NJ       -   217,510.      156,400.      MT  (+/- 180 meters Scaled)
 DF7152
 DF7152                          SUPERSEDED SURVEY CONTROL
 DF7152
 DF7152.No superseded survey control is available for this station.
 DF7152
 DF7152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL485158(NAD 83)
 DF7152_MARKER: DD = SURVEY DISK
 DF7152_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DF7152_SP_SET: LARGE CULVERT
 DF7152_STAMPING: 14 J 11 2002
 DF7152_MARK LOGO: NJGS  
 DF7152_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7152+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 DF7152
 DF7152  HISTORY     - Date     Condition        Report By
 DF7152  HISTORY     - 20021016 MONUMENTED       NJGS
 DF7152
 DF7152                          STATION DESCRIPTION
 DF7152
 DF7152'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DF7152'THE STATION IS LOCATED IN HANOVER TOWNSHIP, ON THE NORTHEAST CORNER OF
 DF7152'THE JUNCTION
 DF7152'COUNTY ROUTE 510, COLUMBIA ROAD AND AIRPORT ROAD (THE ENTRANCE ROAD TO
 DF7152'THE
 DF7152'MORRISTOWN MUNICIPAL AIRPORT (MMU). THE STATION IS SET FLUSH IN A
 DF7152'DRILL HOLE IN THE NORTH
 DF7152'END OF A LARGE CONCRETE CULVERT AT THE JUNCTION.
 DF7152' 
 DF7152'TO REACH THE STATION FROM EXIT 37 OF INTERSTATE HIGHWAY 287, GO EAST
 DF7152'ON STATE ROUTE 24
 DF7152'FOR 1.7 MI TO EXIT 2B (COUNTY ROAD 510) TOWARD FLORHAM PARK, PASS
 DF7152'UNDER ROUTE 24 TO THE
 DF7152'TRAFFIC LIGHT LEADING TO THE AIRPORT ON THE LEFT, TURN LEFT TO THE
 DF7152'STATION ON THE RIGHT.
 DF7152' 
 DF7152'THE STATION IS 15 FT EAST OF THE EAST CURB OF AIRPORT ROAD, 39 FT
 DF7152'NORTH NORTHWEST OF THE
 DF7152'NORTH CURBLINE OF ROUTE 510 EXTENDED, 11 FT SOUTH OG A POLE WITH NO
 DF7152'NUMBER, 39.5 FT
 DF7152'NORTHWEST OF POLE NUMBER JC8099FP, 43 FT SOUTH OF POLE NUMBER
 DF7152'JC8024EHT.
 DF7152' 
 DF7152'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7146 ***********************************************************************
 DF7146  DESIGNATION -  14 J 2
 DF7146  PID         -  DF7146
 DF7146  STATE/COUNTY-  NJ/MORRIS
 DF7146  USGS QUAD   -  STANHOPE (1981)
 DF7146
 DF7146                         *CURRENT SURVEY CONTROL
 DF7146  ___________________________________________________________________
 DF7146* NAD 83(1986)-  40 53 52.     (N)    074 39 48.     (W)     SCALED    
 DF7146* NAVD 88     -       264.743  (meters)     868.58   (feet)  ADJUSTED  
 DF7146  ___________________________________________________________________
 DF7146  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 DF7146  DYNAMIC HT  -         264.621 (meters)     868.18  (feet)  COMP
 DF7146  MODELED GRAV-     980,156.0   (mgal)                       NAVD 88
 DF7146
 DF7146  VERT ORDER  -  SECOND    CLASS II
 DF7146
 DF7146.The horizontal coordinates were scaled from a topographic map and have
 DF7146.an estimated accuracy of +/- 6 seconds.
 DF7146
 DF7146.The orthometric height was determined by differential leveling
 DF7146.and adjusted by the National Geodetic Survey in March 2005..
 DF7146.No vertical observational check was made to the station.
 DF7146
 DF7146.The geoid height was determined by GEOID03.
 DF7146
 DF7146.The dynamic height is computed by dividing the NAVD 88
 DF7146.geopotential number by the normal gravity value computed on the
 DF7146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7146.degrees latitude (g = 980.6199 gals.).
 DF7146
 DF7146.The modeled gravity was interpolated from observed gravity values.
 DF7146
 DF7146;                    North         East    Units  Estimated Accuracy
 DF7146;SPC NJ       -   229,210.      136,240.      MT  (+/- 180 meters Scaled)
 DF7146
 DF7146                          SUPERSEDED SURVEY CONTROL
 DF7146
 DF7146.No superseded survey control is available for this station.
 DF7146
 DF7146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL283274(NAD 83)
 DF7146_MARKER: DD = SURVEY DISK
 DF7146_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF7146_SP_SET: RETAINING WALL
 DF7146_STAMPING: 14 J 2 2002
 DF7146_MARK LOGO: NJGS  
 DF7146_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7146+STABILITY: SURFACE MOTION
 DF7146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7146+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 DF7146
 DF7146  HISTORY     - Date     Condition        Report By
 DF7146  HISTORY     - 20020723 MONUMENTED       NJGS
 DF7146
 DF7146                          STATION DESCRIPTION
 DF7146
 DF7146'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DF7146'THE STATION IS LOCATED IN ROXBURY TOWNSHIP,  SET IN A DRILL HOLE AT
 DF7146'THE NORTH END OF
 DF7146'A CONCRETE BAUSTRADE WALL FOR A CULVERT ON THE NORTHWEST SIDE OF
 DF7146'SHIPPENPORT ROAD.
 DF7146'THE STATION IS ABOUT 0.2 MI NORTH NORTHEAST OF THE RAILROAD BRIDGE
 DF7146'OVER SHIPPENPORT
 DF7146'ROAD.
 DF7146' 
 DF7146'TO REACH THE STATION FROM THE US INTERSTATE ROUTE 80 BRIDGE SPANNING
 DF7146'STATE HIGHWAY
 DF7146'183 AT THE JUNCTION OF INTERSTATE 80, US ROUTE 206 AND STATE ROUTE
 DF7146'183, JUST SOUTH OF THE
 DF7146'BOROUGH OF NETCONG,  GO 0.4 MI NORTH ON STATE ROUTE 183 TO THE
 DF7146'JUNCTION WITH US
 DF7146'HIGHWAY 46 AT THE CIRCLE, CONTINUE STRAIGHT AHEAD, NORTH ON STATE
 DF7146'ROUTE 183 FOR 0.3 MI
 DF7146'TO A TRAFFIC LIGHT AT THE T-JUNCTION WITH ALLEN STREET, COUNTY ROAD
 DF7146'631, TURN RIGHT AND
 DF7146'GO 2.3 MI EAST-NORTHEAST ON ALLEN STREET/CENTER STREET TO THE JUNCTION
 DF7146'WITH LAKESIDE
 DF7146'BOULEVARD (COUNTY ROAD 631),  TURN RIGHT AND GO ABOUT 0.4 MI SOUTH TO
 DF7146'THE JUNCTION WITH
 DF7146'SHIPPENPORT ROAD ON THE RIGHT, TURN RIGHT AND GO 0.4 MI SOUTH ON
 DF7146'SHIPPENPORT ROAD TO
 DF7146'THE STATION ON THE RIGHT.
 DF7146' 
 DF7146'THE STATION IS   24.1 M NORTH OF POLE NUMBER RU718,  4.0 M WEST OF THE
 DF7146'CENTERLINE OF
 DF7146'SHIPPENPORT ROAD,  40.0 M NORTHWEST OF THE NORTHWEST CORNER OF
 DF7146'BUILDING (2
 DF7146'STORY BUSINESS) NUMBER 151 SHIPPENPORT ROAD.  THE STATION IS ABOUT
 DF7146'0.75 M ABOVE THE
 DF7146'LEVEL OF THE PAVING.
 DF7146'
 DF7146'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6897 ***********************************************************************
 KV6897  DESIGNATION -  14 K 1
 KV6897  PID         -  KV6897
 KV6897  STATE/COUNTY-  NJ/MORRIS
 KV6897  USGS QUAD   -  POMPTON PLAINS (1995)
 KV6897
 KV6897                         *CURRENT SURVEY CONTROL
 KV6897  ___________________________________________________________________
 KV6897* NAD 83(1996)-  40 59 19.79923(N)    074 18 02.32376(W)     ADJUSTED  
 KV6897* NAVD 88     -        64.291  (meters)     210.93   (feet)  ADJUSTED  
 KV6897  ___________________________________________________________________
 KV6897  X           -   1,304,628.456 (meters)                     COMP
 KV6897  Y           -  -4,641,564.281 (meters)                     COMP
 KV6897  Z           -   4,161,508.170 (meters)                     COMP
 KV6897  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 KV6897  ELLIP HEIGHT-          31.99  (meters)          (10/23/02) GPS OBS
 KV6897  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KV6897  DYNAMIC HT  -          64.264 (meters)     210.84  (feet)  COMP
 KV6897  MODELED GRAV-     980,210.5   (mgal)                       NAVD 88
 KV6897
 KV6897  HORZ ORDER  -  FIRST
 KV6897  VERT ORDER  -  SECOND    CLASS I
 KV6897  ELLP ORDER  -  FOURTH    CLASS I
 KV6897
 KV6897.The horizontal coordinates were established by GPS observations
 KV6897.and adjusted by the National Geodetic Survey in May 1999..
 KV6897
 KV6897.The orthometric height was determined by differential leveling
 KV6897.and adjusted by the National Geodetic Survey in October 1996..
 KV6897
 KV6897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6897
 KV6897.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6897
 KV6897.The ellipsoidal height was determined by GPS observations
 KV6897.and is referenced to NAD 83.
 KV6897
 KV6897.The geoid height was determined by GEOID03.
 KV6897
 KV6897.The dynamic height is computed by dividing the NAVD 88
 KV6897.geopotential number by the normal gravity value computed on the
 KV6897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6897.degrees latitude (g = 980.6199 gals.).
 KV6897
 KV6897.The modeled gravity was interpolated from observed gravity values.
 KV6897
 KV6897;                    North         East     Units Scale Factor Converg.
 KV6897;SPC NJ       -   239,326.705   166,773.886   MT  0.99990346   +0 07 50.7
 KV6897;SPC NJ       -   785,191.03    547,157.32   sFT  0.99990346   +0 07 50.7
 KV6897;UTM  18      - 4,537,752.926   558,826.918   MT  0.99964259   +0 27 31.4
 KV6897
 KV6897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6897!SPC NJ       -   0.99999498  x   0.99990346  =   0.99989844
 KV6897!UTM  18      -   0.99999498  x   0.99964259  =   0.99963757
 KV6897
 KV6897                          SUPERSEDED SURVEY CONTROL
 KV6897
 KV6897  ELLIP H (05/14/99)   32.00   (m)                       GP(       ) 4 1
 KV6897  NAD 83(1996)-  40 59 19.79908(N)    074 18 02.32396(W) AD(       ) 1
 KV6897  ELLIP H (04/30/95)   31.97   (m)                       GP(       ) 3 2
 KV6897  NAD 83(1986)-  40 59 19.79757(N)    074 18 02.32555(W) AD(       ) 1
 KV6897
 KV6897.Superseded values are not recommended for survey control.
 KV6897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6897.See file dsdata.txt to determine how the superseded data were derived.
 KV6897
 KV6897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5882737753(NAD 83)
 KV6897_MARKER: DD = SURVEY DISK
 KV6897_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV6897_SP_SET: CONCRETE RETAINING WALL
 KV6897_STAMPING: 14 K 1 1992
 KV6897_MARK LOGO: NJGS  
 KV6897_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6897+STABILITY: SURFACE MOTION
 KV6897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6897+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 KV6897
 KV6897  HISTORY     - Date     Condition        Report By
 KV6897  HISTORY     - 1992     MONUMENTED       NJGS
 KV6897  HISTORY     - 19940520 GOOD             NJGS
 KV6897  HISTORY     - 20040211 GOOD             INDIV
 KV6897  HISTORY     - 20060323 GOOD             AASCO
 KV6897
 KV6897                          STATION DESCRIPTION
 KV6897
 KV6897'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6897'THE STATION IS LOCATED IN THE BOROUGH OF RIVERDALE ON THE GROUNDS OF
 KV6897'THE NEW JERSEY ARMY NATIONAL GUARD ARMORY.  TO REACH THE STATION FROM
 KV6897'THE INTERSECTION OF STATE HIGHWAY 23 AND THE NEWARK POMPTON PLAINS
 KV6897'TURNPIKE, COUNTY ROAD 511 ALTERNATE, GO NORTHWEST ON COUNTY ROAD 511
 KV6897'ALTERNATE FOR 0.10 MI (0.16 KM) TO THE TEE JUNCTION WITH RIVERDALE
 KV6897'ROAD AND THE NEW JERSEY ARMY NATIONAL GUARD ARMORY AHEAD ON THE
 KV6897'RIGHT.  TURN RIGHT AND GO NORTHEAST ON RIVERDALE ROAD FOR 0.15 MI
 KV6897'(0.24 KM) TO THE EAST ENTRANCE TO THE ARMORY PARKING LOT AND A PAVED
 KV6897'ROAD LEADING TO THE NEW JERSEY DEPARTMENT OF TRANSPORTATION RIVERDALE
 KV6897'MAINTENANCE YARD ON THE LEFT.  TURN LEFT AND GO NORTHEAST ON THE
 KV6897'PAVED ROAD FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT, SET
 KV6897'FLUSH IN A DRILL HOLE IN THE TOP OF A CONCRETE RETAINING WALL NEAR
 KV6897'THE ENTRANCE TO THE RIVERDALE MAINTENANCE YARD.  THE STATION IS 10.7
 KV6897'M (35.10 FT) EAST NORTHEAST FROM THE CENTERLINE OF THE ROAD LEADING
 KV6897'TO THE RIVERDALE MAINTENANCE YARD, 27.9 M (91.54 FT) SOUTHWEST FROM
 KV6897'THE SOUTHEAST CORNER OF A 6 FT (1.83 M) HIGH CHAIN LINK FENCE TOPPED
 KV6897'WITH BARBED WIRE SURROUNDING THE MAINTENANCE YARD FACILITY, 29.2 M
 KV6897'(95.80 FT) NORTH FROM THE NORTHWEST CORNER OF A CONCRETE PAD USED FOR
 KV6897'HELICOPTER LANDINGS, 20 M (65.62 FT) SOUTHEAST FROM THE CENTER OF THE
 KV6897'GATES AT THE ENTRANCE TO THE MAINTENANCE YARD, 16.6 M (54.46 FT)
 KV6897'SOUTHEAST FROM AN INLET AT THE ENTRANCE TO THE MAINTENANCE YARD AND
 KV6897'34.8 M (114.17 FT) WEST FROM AND NORMAL TO THE WEST RAIL OF AN
 KV6897'ABANDONED RAILROAD TRACK.  THE STATION IS ABOUT 1.0 M (3.28 FT) ABOVE
 KV6897'THE LEVEL OF THE PAVED ROAD LEADING TO THE MAINTNENANCE YARD.
 KV6897
 KV6897                          STATION RECOVERY (1994)
 KV6897
 KV6897'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 KV6897'THE STATION IS LOCATED IN THE BOROUGH OF RIVERDALE ON THE GROUNDS OF
 KV6897'THE NEW JERSEY ARMY NATIONAL GUARD ARMORY.  TO REACH THE STATION FROM
 KV6897'THE INTERSECTION OF STATE HIGHWAY 23 AND THE NEWARK POMPTON PLAINS
 KV6897'TURNPIKE, COUNTY ROAD 511 ALTERNATE, GO NORTHWEST ON COUNTY ROAD 511
 KV6897'ALTERNATE FOR 0.10 MI (0.16 KM) TO THE TEE JUNCTION WITH RIVERDALE
 KV6897'ROAD AND THE NEW JERSEY ARMY NATIONAL GUARD ARMORY AHEAD ON THE RIGHT.
 KV6897'TURN RIGHT AND GO NORTHEAST ON RIVERDALE ROAD FOR 0.15 MI (0.24 KM) TO
 KV6897'THE EAST ENTRANCE TO THE ARMORY PARKING LOT AND A PAVED ROAD LEADING
 KV6897'TO THE NEW JERSEY DEPARTMENT OF TRANSPORTATION RIVERDALE MAINTENANCE
 KV6897'YARD ON THE LEFT.  TURN LEFT AND GO NORTHEAST ON THE PAVED ROAD FOR
 KV6897'0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN A DRILL
 KV6897'HOLE IN THE TOP OF A CONCRETE RETAINING WALL NEAR THE ENTRANCE TO THE
 KV6897'RIVERDALE MAINTENANCE YARD.  THE STATION IS 10.7 M (35.1 FT) EAST
 KV6897'NORTHEAST FROM THE CENTERLINE OF THE ROAD LEADING TO THE RIVERDALE
 KV6897'MAINTENANCE YARD, 27.9 M (91.5 FT) SOUTHWEST FROM THE SOUTHEAST CORNER
 KV6897'OF A 6 FT (1.8 M) HIGH CHAIN LINK FENCE TOPPED WITH BARBED WIRE
 KV6897'SURROUNDING THE MAINTENANCE YARD FACILITY, 29.2 M (95.8 FT) NORTH FROM
 KV6897'THE NORTHWEST CORNER OF A CONCRETE PAD USED FOR HELICOPTER LANDINGS,
 KV6897'20 M (65.6 FT) SOUTHEAST FROM THE CENTER OF THE GATES AT THE ENTRANCE
 KV6897'TO THE MAINTENANCE YARD, 16.6 M (54.5 FT) SOUTHEAST FROM AN INLET AT
 KV6897'THE ENTRANCE TO THE MAINTENANCE YARD AND 34.8 M (114.2 FT) WEST FROM
 KV6897'AND NORMAL TO THE WEST RAIL OF AN ABANDONED RAILROAD TRACK.  THE
 KV6897'STATION IS ABOUT 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE PAVED ROAD
 KV6897'LEADING TO THE MAINTENANCE YARD.
 KV6897
 KV6897                          STATION RECOVERY (2004)
 KV6897
 KV6897'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DRA)
 KV6897'RECOVERED IN GOOD CONDITION.
 KV6897
 KV6897                          STATION RECOVERY (2006)
 KV6897
 KV6897'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV6897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7153 ***********************************************************************
 DF7153  DESIGNATION -  14 K 11
 DF7153  PID         -  DF7153
 DF7153  STATE/COUNTY-  NJ/MORRIS
 DF7153  USGS QUAD   -  MORRISTOWN (1981)
 DF7153
 DF7153                         *CURRENT SURVEY CONTROL
 DF7153  ___________________________________________________________________
 DF7153* NAD 83(1986)-  40 47 45.     (N)    074 25 28.     (W)     SCALED    
 DF7153* NAVD 88     -        56.831  (meters)     186.45   (feet)  ADJUSTED  
 DF7153  ___________________________________________________________________
 DF7153  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 DF7153  DYNAMIC HT  -          56.806 (meters)     186.37  (feet)  COMP
 DF7153  MODELED GRAV-     980,191.2   (mgal)                       NAVD 88
 DF7153
 DF7153  VERT ORDER  -  SECOND    CLASS II
 DF7153
 DF7153.The horizontal coordinates were scaled from a topographic map and have
 DF7153.an estimated accuracy of +/- 6 seconds.
 DF7153
 DF7153.The orthometric height was determined by differential leveling
 DF7153.and adjusted by the National Geodetic Survey in March 2005..
 DF7153
 DF7153.The geoid height was determined by GEOID03.
 DF7153
 DF7153.The dynamic height is computed by dividing the NAVD 88
 DF7153.geopotential number by the normal gravity value computed on the
 DF7153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7153.degrees latitude (g = 980.6199 gals.).
 DF7153
 DF7153.The modeled gravity was interpolated from observed gravity values.
 DF7153
 DF7153;                    North         East    Units  Estimated Accuracy
 DF7153;SPC NJ       -   217,880.      156,380.      MT  (+/- 180 meters Scaled)
 DF7153
 DF7153                          SUPERSEDED SURVEY CONTROL
 DF7153
 DF7153.No superseded survey control is available for this station.
 DF7153
 DF7153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL485162(NAD 83)
 DF7153_MARKER: DD = SURVEY DISK
 DF7153_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF7153_SP_SET: MANHOLE CHAMBER
 DF7153_STAMPING: 14 K 11 2002
 DF7153_MARK LOGO: NJGS  
 DF7153_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF7153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7153+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 DF7153
 DF7153  HISTORY     - Date     Condition        Report By
 DF7153  HISTORY     - 20021016 MONUMENTED       NJGS
 DF7153
 DF7153                          STATION DESCRIPTION
 DF7153
 DF7153'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DF7153'THE STATION IS LOCATED IN HANOVER TOWNSHIP ON THE GROUNDS OF THE
 DF7153'MORRISTOWN
 DF7153'MUNICIPAL AIRPORT (MMU), SET IN A DRILL HOLE IN THE SOUTH EDGE OF A
 DF7153'SEWAGE PUMPING
 DF7153'STATION CHAMBER ON THE SOUTH SIDE OF THE ENTRANCE ROAD LEADING TO THE
 DF7153'ADMINISTRATION
 DF7153'OFFICE AND OTHER FACILITIES.
 DF7153' 
 DF7153'TO REACH THE STATION FROM EXIT 37 OF INTERSTATE HIGHWAY 287, GO EAST
 DF7153'ON STATE ROUTE 24
 DF7153'FOR 1.7 MI TO EXIT 2B (COUNTY ROAD 510) TOWARD FLORHAM PARK, PASS
 DF7153'UNDER ROUTE 24 TO THE
 DF7153'TRAFFIC LIGHT LEADING TO THE AIRPORT ON THE LEFT, TURN LEFT AND GO 0.6
 DF7153'MI NORTH TO A
 DF7153'T-JUNCTION WITH THE ROAD LEADING TO THE ADMINISTRATION COMPLEX, TURN
 DF7153'RIGHT AND GO 0.2
 DF7153'MI EAST TO THE STATION ON THE RIGHT.
 DF7153' 
 DF7153'THE STATION AND PUMPING STATION ARE AT THE NORTHEAST CORNER OF THE
 DF7153'FENCED AREA
 DF7153'SURROUNDING BUILDING NUMBER 9, 13.3 M SOUTH OF THE CENTERLINE OF THE
 DF7153'MAIN ROAD, 29.3 M
 DF7153'WEST OF THE CENTERLINE OF THE ROAD LEADING TO THE U.S. CUSTOMS OFFICE,
 DF7153'21.1 M NORTHWEST
 DF7153'OF THE NORTHEAST FENCE CORNER NEAREST TO THE U.S. CUSTOMS ROAD, 15.0 M
 DF7153'SOUTHEAST OF
 DF7153'THE NRTHEAST FENCE CORNER NEAREST TO THE MAIN ROAD, ABOUT 0.1 M ABOVE
 DF7153'THE GROUND.
 DF7153' 
 DF7153'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7156 ***********************************************************************
 DF7156  DESIGNATION -  14 K 2
 DF7156  PID         -  DF7156
 DF7156  STATE/COUNTY-  NJ/MORRIS
 DF7156  USGS QUAD   -  MORRISTOWN (1981)
 DF7156
 DF7156                         *CURRENT SURVEY CONTROL
 DF7156  ___________________________________________________________________
 DF7156* NAD 83(1986)-  40 47 19.     (N)    074 26 01.     (W)     SCALED    
 DF7156* NAVD 88     -        97.068  (meters)     318.46   (feet)  ADJUSTED  
 DF7156  ___________________________________________________________________
 DF7156  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 DF7156  DYNAMIC HT  -          97.026 (meters)     318.33  (feet)  COMP
 DF7156  MODELED GRAV-     980,189.8   (mgal)                       NAVD 88
 DF7156
 DF7156  VERT ORDER  -  SECOND    CLASS II
 DF7156
 DF7156.The horizontal coordinates were scaled from a topographic map and have
 DF7156.an estimated accuracy of +/- 6 seconds.
 DF7156
 DF7156.The orthometric height was determined by differential leveling
 DF7156.and adjusted by the National Geodetic Survey in March 2005..
 DF7156.No vertical observational check was made to the station.
 DF7156
 DF7156.The geoid height was determined by GEOID03.
 DF7156
 DF7156.The dynamic height is computed by dividing the NAVD 88
 DF7156.geopotential number by the normal gravity value computed on the
 DF7156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7156.degrees latitude (g = 980.6199 gals.).
 DF7156
 DF7156.The modeled gravity was interpolated from observed gravity values.
 DF7156
 DF7156;                    North         East    Units  Estimated Accuracy
 DF7156;SPC NJ       -   217,080.      155,600.      MT  (+/- 180 meters Scaled)
 DF7156
 DF7156                          SUPERSEDED SURVEY CONTROL
 DF7156
 DF7156.No superseded survey control is available for this station.
 DF7156
 DF7156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL477154(NAD 83)
 DF7156_MARKER: DD = SURVEY DISK
 DF7156_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF7156_STAMPING: 14 K 2 2002
 DF7156_MARK LOGO: NJDT  
 DF7156_PROJECTION: FLUSH
 DF7156_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF7156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7156+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 DF7156
 DF7156  HISTORY     - Date     Condition        Report By
 DF7156  HISTORY     - 2002     MONUMENTED       NJGS
 DF7156  HISTORY     - 20021016 GOOD             NJGS
 DF7156
 DF7156                          STATION DESCRIPTION
 DF7156
 DF7156'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DF7156'THE STATION IS LOCATED IN THE BOROUGH OF FLORHAM PARK. TO REACH THE
 DF7156'STATION FROM EXIT
 DF7156'37 OF INTERSTATE 287, GO EAST ON STATE ROUTE 24 FOR ABOUT 2 MI TO EXIT
 DF7156'2A, COLUMBIA
 DF7156'TURNPIKE (COUNTY ROAD 510) TOWARD MORRISTOWN.  TAKE RAMP TO COUNTY
 DF7156'ROAD 510 WEST
 DF7156'AND GO ABOUT 0.35 MI WEST TO THE JUNCTION WITH COUNTY ROAD 623 (PARK
 DF7156'AVENUE), TURN LEFT
 DF7156'AND GO 0.65 MI TO THE STATION ON THE LEFT.
 DF7156' 
 DF7156'THE STATION IS A BOROUGH OF FLORHAM PARK DISK SET IN A SQUARE CONCRETE
 DF7156'MONUMENT ON
 DF7156'THE EAST SIDE OF PARK AVENUE NEAR THE NORTHWEST PROPERTY CORNER OF THE
 DF7156'SAINT ANNE
 DF7156'VILLA., 19.8 M NORTHWEST OF THE NORTHWEST CORNER OF A WROUGHT IRON
 DF7156'FENCE FOR SAINT
 DF7156'ANNE VILLA, 1.2 M EAST OF THE EAST CURBLINE OF PARK AVENUE, 15.5 M
 DF7156'SOUTH OF POLE NUMBER
 DF7156'BT40260FPB, 25.0 M NORTH OF POLE NUMBER BT40261FPB.
 DF7156' 
 DF7156'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6898 ***********************************************************************
 KV6898  DESIGNATION -  14 L 1
 KV6898  PID         -  KV6898
 KV6898  STATE/COUNTY-  NJ/MORRIS
 KV6898  USGS QUAD   -  BOONTON (1981)
 KV6898
 KV6898                         *CURRENT SURVEY CONTROL
 KV6898  ___________________________________________________________________
 KV6898* NAD 83(1996)-  40 57 13.00297(N)    074 22 57.48756(W)     ADJUSTED  
 KV6898* NAVD 88     -       195.2    (meters)     640.     (feet)  GPS OBS   
 KV6898  ___________________________________________________________________
 KV6898  X           -   1,298,702.084 (meters)                     COMP
 KV6898  Y           -  -4,645,991.499 (meters)                     COMP
 KV6898  Z           -   4,158,640.553 (meters)                     COMP
 KV6898  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 KV6898  ELLIP HEIGHT-         162.71  (meters)          (10/23/02) GPS OBS
 KV6898  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV6898
 KV6898  HORZ ORDER  -  FIRST
 KV6898  ELLP ORDER  -  FOURTH    CLASS I
 KV6898
 KV6898.The horizontal coordinates were established by GPS observations
 KV6898.and adjusted by the National Geodetic Survey in May 1999..
 KV6898
 KV6898.The orthometric height was determined by GPS observations and a
 KV6898.high-resolution geoid model.
 KV6898
 KV6898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6898
 KV6898.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6898
 KV6898.The ellipsoidal height was determined by GPS observations
 KV6898.and is referenced to NAD 83.
 KV6898
 KV6898.The geoid height was determined by GEOID03.
 KV6898
 KV6898;                    North         East     Units Scale Factor Converg.
 KV6898;SPC NJ       -   235,403.158   159,880.422   MT  0.99990120   +0 04 36.9
 KV6898;SPC NJ       -   772,318.53    524,541.02   sFT  0.99990120   +0 04 36.9
 KV6898;UTM  18      - 4,533,791.047   551,957.834   MT  0.99963323   +0 24 16.8
 KV6898
 KV6898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6898!SPC NJ       -   0.99997448  x   0.99990120  =   0.99987568
 KV6898!UTM  18      -   0.99997448  x   0.99963323  =   0.99960772
 KV6898
 KV6898                          SUPERSEDED SURVEY CONTROL
 KV6898
 KV6898  ELLIP H (05/14/99)  162.73   (m)                       GP(       ) 4 1
 KV6898  NAD 83(1996)-  40 57 13.00250(N)    074 22 57.48815(W) AD(       ) 1
 KV6898  NAD 83(1986)-  40 57 13.00125(N)    074 22 57.48891(W) AD(       ) 1
 KV6898
 KV6898.Superseded values are not recommended for survey control.
 KV6898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6898.See file dsdata.txt to determine how the superseded data were derived.
 KV6898
 KV6898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5195833791(NAD 83)
 KV6898_MARKER: DD = SURVEY DISK
 KV6898_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV6898_SP_SET: STONE AND MASONRY DAM SPILLWAY
 KV6898_STAMPING: 14 L 1 1992
 KV6898_MARK LOGO: NJGS  
 KV6898_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6898+STABILITY: SURFACE MOTION
 KV6898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6898+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1993
 KV6898
 KV6898  HISTORY     - Date     Condition        Report By
 KV6898  HISTORY     - 1992     MONUMENTED       NJGS
 KV6898  HISTORY     - 19930913 GOOD             NJGS
 KV6898
 KV6898                          STATION DESCRIPTION
 KV6898
 KV6898'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6898'THE STATION IS LOCATED IN MONTVILLE TOWNSHIP ON THE SOUTH DAM SPILLWAY
 KV6898'FOR THE BOONTON RESERVOIR.  TO REACH THE STATION FROM THE
 KV6898'INTERSECTION OF STATE HIGHWAY 23 AND BOONTON AVENUE, COUNTY ROAD 511,
 KV6898'IN THE BOROUGH OF BUTLER, GO SOUTH ON COUNTY ROAD 511 FOR 3.6 MI
 KV6898'(5.79 KM) TO THE DAM AND THE STATION ON THE RIGHT.  THE STATION, SET
 KV6898'IN THE TOP OF THE STONE AND MASONRY DAM, IS 1.7 M (5.58 FT) SOUTHEAST
 KV6898'FROM THE SOUTHEAST EDGE OF THE SPILLWAY, 28.5 M (93.50 FT) NORTHWEST
 KV6898'FROM THE SOUTHWEST CORNER OF AN OLD STONE PUMP HOUSE ON THE TOP OF
 KV6898'THE DAM, 64.0 M (209.97 FT) NORTHWEST FROM THE WEST EDGE OF PAVEMENT
 KV6898'OF COUNTY ROAD 511 AND 32.4 M (106.30 FT) NORTHWEST FROM THE CENTER
 KV6898'OF THE TOP STEP OF A SET OF CONCRETE STEPS LEADING TO A CONCRETE
 KV6898'BLOCK PUMP HOUSE BELOW THE DAM.
 KV6898
 KV6898                          STATION RECOVERY (1993)
 KV6898
 KV6898'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6898'THE STATION IS LOCATED IN MONTVILLE TOWNSHIP ON THE SOUTHWEST STONE
 KV6898'AND MASONRY DAM SPILLWAY OF THE BOONTON RESERVOIR.  TO REACH THE
 KV6898'STATION FROM THE INTERSECTION OF STATE HIGHWAY 23 AND BOONTON AVENUE,
 KV6898'COUNTY ROAD 511, IN THE BOROUGH OF BUTLER, GO SOUTH ON COUNTY ROAD
 KV6898'511 FOR 3.6 MI (5.8 KM) TO THE DAM AND THE STATION ON THE RIGHT.  TO
 KV6898'REACH THE STATION FROM THE JUNCTION OF THE INTERSTATE HIGHWAY 287
 KV6898'EXIT RAMP FOR WOOTTEN AVENUE AT INTERCHANGE 44B, GO WEST ON WOOTTEN
 KV6898'AVENUE FOR 0.7 MI (1.1 KM) TO THE INTERSECTION WITH BOONTON AVENUE,
 KV6898'COUNTY ROAD 511, AT A BLINKING RED TRAFFIC LIGHT AND STOP SIGN.  TURN
 KV6898'RIGHT AND GO NORTH ON COUNTY ROAD 511 FOR 3.4 MI (5.5 KM) TO THE DAM
 KV6898'AND THE STATION ON THE LEFT.  THE STATION, SET IN THE TOP OF THE
 KV6898'STONE AND MASONRY DAM, IS 1.7 M (5.6 FT) SOUTHEAST FROM THE SOUTHEAST
 KV6898'EDGE OF THE SPILLWAY, 28.5 M (93.5 FT) NORTHWEST FROM THE SOUTHWEST
 KV6898'CORNER OF AN OLD STONE PUMP HOUSE ON THE TOP OF THE DAM, 64.0 M
 KV6898'(210.0 FT) NORTHWEST FROM THE WEST EDGE OF PAVEMENT OF COUNTY ROAD
 KV6898'511 AND 32.4 M (106.3 FT) NORTHWEST FROM THE CENTER OF THE TOP STEP
 KV6898'OF A SET OF CONCRETE STEPS LEADING TO A CONCRETE BLOCK PUMP HOUSE
 KV6898'BELOW THE DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7151 ***********************************************************************
 DF7151  DESIGNATION -  14 L 11
 DF7151  PID         -  DF7151
 DF7151  STATE/COUNTY-  NJ/MORRIS
 DF7151  USGS QUAD   -  MORRISTOWN (1981)
 DF7151
 DF7151                         *CURRENT SURVEY CONTROL
 DF7151  ___________________________________________________________________
 DF7151* NAD 83(1986)-  40 47 36.     (N)    074 26 02.     (W)     SCALED    
 DF7151* NAVD 88     -        85.824  (meters)     281.57   (feet)  ADJUSTED  
 DF7151  ___________________________________________________________________
 DF7151  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 DF7151  DYNAMIC HT  -          85.787 (meters)     281.45  (feet)  COMP
 DF7151  MODELED GRAV-     980,190.3   (mgal)                       NAVD 88
 DF7151
 DF7151  VERT ORDER  -  SECOND    CLASS II
 DF7151
 DF7151.The horizontal coordinates were scaled from a topographic map and have
 DF7151.an estimated accuracy of +/- 6 seconds.
 DF7151
 DF7151.The orthometric height was determined by differential leveling
 DF7151.and adjusted by the National Geodetic Survey in March 2005..
 DF7151
 DF7151.The geoid height was determined by GEOID03.
 DF7151
 DF7151.The dynamic height is computed by dividing the NAVD 88
 DF7151.geopotential number by the normal gravity value computed on the
 DF7151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7151.degrees latitude (g = 980.6199 gals.).
 DF7151
 DF7151.The modeled gravity was interpolated from observed gravity values.
 DF7151
 DF7151;                    North         East    Units  Estimated Accuracy
 DF7151;SPC NJ       -   217,600.      155,580.      MT  (+/- 180 meters Scaled)
 DF7151
 DF7151                          SUPERSEDED SURVEY CONTROL
 DF7151
 DF7151.No superseded survey control is available for this station.
 DF7151
 DF7151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL477159(NAD 83)
 DF7151_MARKER: DD = SURVEY DISK
 DF7151_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF7151_SP_SET: MANHOLE CHAMBER
 DF7151_STAMPING: 14 L 11 2002
 DF7151_MARK LOGO: NJGS  
 DF7151_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF7151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7151+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 DF7151
 DF7151  HISTORY     - Date     Condition        Report By
 DF7151  HISTORY     - 20021016 MONUMENTED       NJGS
 DF7151
 DF7151                          STATION DESCRIPTION
 DF7151
 DF7151'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DF7151'THE STATION IS LOCATED IN HANOVER TOWNSHIP, ON THE NORTHEAST CORNER OF
 DF7151'THE JUNCTION
 DF7151'COUNTY ROUTE 510, COLUMBIA ROAD AND COUNTY ROAD 623, PARK AVENUE. THE
 DF7151'STATION IS SET
 DF7151'FLUSH IN A DRILL HOLE IN THE MIDPOINT OF THE EAST SIDE OF A
 DF7151'RECTANGULAR SEWAGE JUNCTION
 DF7151'CHAMBER.
 DF7151' 
 DF7151'THE STATION IS ABOUT 0.35 MI WEST OF THE STATE ROUTE 24 BRIDGE
 DF7151'SPANNING COUNTY ROAD 510.
 DF7151' 
 DF7151'THE STATION IS 6.1 M NORTH OF THE NORTH CURB OF ROUTE 510, 1.2  M WEST
 DF7151'OF A RED SHUT OFF
 DF7151'VALVE STEM, 36.4 M WEST OF THE CENTERLINE ENTRANCE DRIVEWAY LEADING
 DF7151'INTO THE MET LIFE
 DF7151'INSURANCE BUILDING PARKING LOT, ABOUT 61.0 M EAST OF THE EAST CURBLINE
 DF7151'EXENDED OF PARK
 DF7151'AVENUE, 14.1 M NORTHWEST OF POLE NUMBER JC505 37743-NC, 40.7 M EAST OF
 DF7151'POLE NUMBER JC504,
 DF7151'9.5 M SOUTH OF THE SOUTH CURBLINE OF THE PARKING LOT.
 DF7151' 
 DF7151' 
 DF7151'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6899 ***********************************************************************
 KV6899  DESIGNATION -  14 M 1
 KV6899  PID         -  KV6899
 KV6899  STATE/COUNTY-  NJ/MORRIS
 KV6899  USGS QUAD   -  POMPTON PLAINS (1995)
 KV6899
 KV6899                         *CURRENT SURVEY CONTROL
 KV6899  ___________________________________________________________________
 KV6899* NAD 83(1996)-  40 53 31.98254(N)    074 21 33.58632(W)     ADJUSTED  
 KV6899* NAVD 88     -        70.1    (meters)     230.     (feet)  GPS OBS   
 KV6899  ___________________________________________________________________
 KV6899  X           -   1,301,770.384 (meters)                     COMP
 KV6899  Y           -  -4,649,672.517 (meters)                     COMP
 KV6899  Z           -   4,153,406.807 (meters)                     COMP
 KV6899  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 KV6899  ELLIP HEIGHT-          37.48  (meters)          (10/23/02) GPS OBS
 KV6899  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KV6899
 KV6899  HORZ ORDER  -  FIRST
 KV6899  ELLP ORDER  -  FOURTH    CLASS I
 KV6899
 KV6899.The horizontal coordinates were established by GPS observations
 KV6899.and adjusted by the National Geodetic Survey in May 1999..
 KV6899
 KV6899.The orthometric height was determined by GPS observations and a
 KV6899.high-resolution geoid model.
 KV6899
 KV6899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6899
 KV6899.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6899
 KV6899.The ellipsoidal height was determined by GPS observations
 KV6899.and is referenced to NAD 83.
 KV6899
 KV6899.The geoid height was determined by GEOID03.
 KV6899
 KV6899;                    North         East     Units Scale Factor Converg.
 KV6899;SPC NJ       -   228,588.717   161,853.411   MT  0.99990173   +0 05 31.5
 KV6899;SPC NJ       -   749,961.48    531,014.07   sFT  0.99990173   +0 05 31.5
 KV6899;UTM  18      - 4,526,989.813   553,969.208   MT  0.99963585   +0 25 09.9
 KV6899
 KV6899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6899!SPC NJ       -   0.99999412  x   0.99990173  =   0.99989585
 KV6899!UTM  18      -   0.99999412  x   0.99963585  =   0.99962997
 KV6899
 KV6899                          SUPERSEDED SURVEY CONTROL
 KV6899
 KV6899  ELLIP H (05/14/99)   37.51   (m)                       GP(       ) 4 1
 KV6899  NAD 83(1996)-  40 53 31.98215(N)    074 21 33.58674(W) AD(       ) 1
 KV6899  NAD 83(1986)-  40 53 31.98089(N)    074 21 33.58746(W) AD(       ) 1
 KV6899
 KV6899.Superseded values are not recommended for survey control.
 KV6899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6899.See file dsdata.txt to determine how the superseded data were derived.
 KV6899
 KV6899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5396926990(NAD 83)
 KV6899_MARKER: DD = SURVEY DISK
 KV6899_SETTING: 66 = SET IN ROCK OUTCROP
 KV6899_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KV6899_STAMPING: 14 M 1 1991
 KV6899_MARK LOGO: NJGS  
 KV6899_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV6899+STABILITY: POSITION/ELEVATION WELL
 KV6899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6899+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KV6899
 KV6899  HISTORY     - Date     Condition        Report By
 KV6899  HISTORY     - 1992     MONUMENTED       NJGS
 KV6899
 KV6899                          STATION DESCRIPTION
 KV6899
 KV6899'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6899'THE STATION IS LOCATED IN MONTVILLE TOWNSHIP ON THE GROUNDS OF THE
 KV6899'MONTVILLE TOWNSHIP HIGH SCHOOL.  TO REACH THE STATION FROM THE
 KV6899'INTERSECTION OF U.S. HIGHWAY 46 AND HOOK MOUNTAIN ROAD IN PINE BROOK,
 KV6899'GO NORTH ON HOOK MOUNTAIN ROAD FOR 1.7 MI (2.74 KM) TO THE TEE
 KV6899'INTERSECTION WITH HORSENECK ROAD ON THE LEFT.  TURN LEFT AND GO WEST
 KV6899'ON HORSENECK ROAD FOR 1.3 MI (2.09 KM) TO THE MONTVILLE TOWNSHIP HIGH
 KV6899'SCHOOL AND THE DRIVEWAY LEADING TO THE PARKING LOT ON THE RIGHT. TURN
 KV6899'RIGHT AND GO 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT, SET FLUSH
 KV6899'IN A DRILL HOLE IN A PROMINENT ROCK OUTCROP.  THE STATION IS 66.3 M
 KV6899'(217.52 FT) NORTH OF EDGE OF HORSENECK ROAD, 7.8 M (25.59 FT) EAST OF
 KV6899'THE EDGE OF A PARKING LOT, 4.7 M (15.42 FT) EAST OF THE CENTERLINE OF
 KV6899'A SIDEWALK, 12.4 SOUTH OF A PARKING BY PERMIT ONLY SIGN, 53.7 M
 KV6899'(176.18 FT) NORTHWEST OF A MANHOLE IN THE PARCOURSE FITNESS CIRCUIT
 KV6899'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7150 ***********************************************************************
 DF7150  DESIGNATION -  14 M 11
 DF7150  PID         -  DF7150
 DF7150  STATE/COUNTY-  NJ/MORRIS
 DF7150  USGS QUAD   -  MORRISTOWN (1981)
 DF7150
 DF7150                         *CURRENT SURVEY CONTROL
 DF7150  ___________________________________________________________________
 DF7150* NAD 83(1986)-  40 48 12.     (N)    074 25 59.     (W)     SCALED    
 DF7150* NAVD 88     -        69.971  (meters)     229.56   (feet)  ADJUSTED  
 DF7150  ___________________________________________________________________
 DF7150  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 DF7150  DYNAMIC HT  -          69.941 (meters)     229.46  (feet)  COMP
 DF7150  MODELED GRAV-     980,191.3   (mgal)                       NAVD 88
 DF7150
 DF7150  VERT ORDER  -  SECOND    CLASS II
 DF7150
 DF7150.The horizontal coordinates were scaled from a topographic map and have
 DF7150.an estimated accuracy of +/- 6 seconds.
 DF7150
 DF7150.The orthometric height was determined by differential leveling
 DF7150.and adjusted by the National Geodetic Survey in March 2005..
 DF7150
 DF7150.The geoid height was determined by GEOID03.
 DF7150
 DF7150.The dynamic height is computed by dividing the NAVD 88
 DF7150.geopotential number by the normal gravity value computed on the
 DF7150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7150.degrees latitude (g = 980.6199 gals.).
 DF7150
 DF7150.The modeled gravity was interpolated from observed gravity values.
 DF7150
 DF7150;                    North         East    Units  Estimated Accuracy
 DF7150;SPC NJ       -   218,710.      155,650.      MT  (+/- 180 meters Scaled)
 DF7150
 DF7150                          SUPERSEDED SURVEY CONTROL
 DF7150
 DF7150.No superseded survey control is available for this station.
 DF7150
 DF7150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL478170(NAD 83)
 DF7150_MARKER: DD = SURVEY DISK
 DF7150_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF7150_SP_SET: BRIDGE SIDEWALK
 DF7150_STAMPING: 14 M 11 2002
 DF7150_MARK LOGO: NJGS  
 DF7150_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF7150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7150+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 DF7150
 DF7150  HISTORY     - Date     Condition        Report By
 DF7150  HISTORY     - 20021016 MONUMENTED       NJGS
 DF7150
 DF7150                          STATION DESCRIPTION
 DF7150
 DF7150'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DF7150'THE STATION IS LOCATED IN HANOVER TOWNSHIP,  ABOUT 0.75 MI NORTH ON
 DF7150'PARK AVENUE, COUNTY
 DF7150'ROAD 623, FROM ITS JUNCTION WITH COLUMBIA TURNPIKE, COUNTY ROAD 510 TO
 DF7150'THE STATION ON
 DF7150'THE RIGHT.
 DF7150' 
 DF7150'THE STATION IS SET FLUSH IN A DRILL HOLE IN THE SIDEWALK OF THE PARK
 DF7150'AVENUE BRIDGE
 DF7150'SPANNING HUMPHERY'S BROOK, ABOUT 37.0 M SOUTH OF THE CENTERLINE OF
 DF7150'FORD HILL ROAD.
 DF7150' 
 DF7150'THE STATION IS 0.5 M EAST OF THE EAST CURB OF PARK AVENUE, 4.6 M SOUTH
 DF7150'SOUTHEAST OF THE
 DF7150'CENTER OF AN INLET, 4.1 M NORTH NORTHWEST OF THE CENTER OF AN INLET.
 DF7150' 
 DF7150' 
 DF7150'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6900 ***********************************************************************
 KV6900  DESIGNATION -  14 N 1
 KV6900  PID         -  KV6900
 KV6900  STATE/COUNTY-  NJ/MORRIS
 KV6900  USGS QUAD   -  MENDHAM (1981)
 KV6900
 KV6900                         *CURRENT SURVEY CONTROL
 KV6900  ___________________________________________________________________
 KV6900* NAD 83(1996)-  40 45 49.14749(N)    074 30 17.04826(W)     ADJUSTED  
 KV6900* NAVD 88     -        93.5    (meters)     307.     (feet)  GPS OBS   
 KV6900  ___________________________________________________________________
 KV6900  X           -   1,292,464.620 (meters)                     COMP
 KV6900  Y           -  -4,661,973.115 (meters)                     COMP
 KV6900  Z           -   4,142,618.544 (meters)                     COMP
 KV6900  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 KV6900  ELLIP HEIGHT-          60.54  (meters)          (10/23/02) GPS OBS
 KV6900  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV6900
 KV6900  HORZ ORDER  -  FIRST
 KV6900  ELLP ORDER  -  FOURTH    CLASS I
 KV6900
 KV6900.The horizontal coordinates were established by GPS observations
 KV6900.and adjusted by the National Geodetic Survey in May 1999..
 KV6900
 KV6900.The orthometric height was determined by GPS observations and a
 KV6900.high-resolution geoid model.
 KV6900
 KV6900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6900
 KV6900.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6900
 KV6900.The ellipsoidal height was determined by GPS observations
 KV6900.and is referenced to NAD 83.
 KV6900
 KV6900.The geoid height was determined by GEOID03.
 KV6900
 KV6900;                    North         East     Units Scale Factor Converg.
 KV6900;SPC NJ       -   214,303.380   149,600.187   MT  0.99990000   -0 00 11.1
 KV6900;SPC NJ       -   703,093.67    490,813.28   sFT  0.99990000   -0 00 11.1
 KV6900;UTM  18      - 4,512,638.704   541,801.002   MT  0.99962151   +0 19 24.2
 KV6900
 KV6900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6900!SPC NJ       -   0.99999050  x   0.99990000  =   0.99989050
 KV6900!UTM  18      -   0.99999050  x   0.99962151  =   0.99961202
 KV6900
 KV6900                          SUPERSEDED SURVEY CONTROL
 KV6900
 KV6900  ELLIP H (05/14/99)   60.56   (m)                       GP(       ) 4 1
 KV6900  NAD 83(1986)-  40 45 49.14622(N)    074 30 17.04936(W) AD(       ) 1
 KV6900
 KV6900.Superseded values are not recommended for survey control.
 KV6900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6900.See file dsdata.txt to determine how the superseded data were derived.
 KV6900
 KV6900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4180112639(NAD 83)
 KV6900_MARKER: DD = SURVEY DISK
 KV6900_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6900_SP_SET: BRIDGE SIDEWALK
 KV6900_STAMPING: 14 N 1 1992
 KV6900_MARK LOGO: NJGS  
 KV6900_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6900+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1993
 KV6900
 KV6900  HISTORY     - Date     Condition        Report By
 KV6900  HISTORY     - 1992     MONUMENTED       NJGS
 KV6900  HISTORY     - 19930120 GOOD
 KV6900
 KV6900                          STATION DESCRIPTION
 KV6900
 KV6900'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6900'THE STATION IS LOCATED IN MORRIS TOWNSHIP ON THE SOUTH SIDE OF THE
 KV6900'BRIDGE CARRYING SAND SPRING ROAD OVER THE SOUTHBOUND LANES OF
 KV6900'INTERSTATE HIGHWAY 287.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6900'INTERSTATE HIGHWAY 287 AND HARTER ROAD AT INTERCHANGE 26, GO 0.9 MI
 KV6900'(1.45 KM) NORTHWEST ON HARTER ROAD TO THE JUNCTION WITH MOUNT KEMBLE
 KV6900'AVENUE ON THE LEFT.  TURN LEFT AND GO 0.7 MI (1.13 KM) ON MOUNT
 KV6900'KEMBLE AVENUE TO THE JUNCTION WITH SAND SPRING ROAD ON THE LEFT.
 KV6900'TURN LEFT AND GO 0.4 MI (0.64 KM) TO THE BRIDGE OVER THE SOUTHBOUND
 KV6900'LANES OF INTERSTATE HIGHWAY 287 AND THE STATION ON THE RIGHT, SET
 KV6900'FLUSH IN THE SIDEWALK.  THE STATION IS 0.85 M (2.79 FT) WEST
 KV6900'SOUTHWEST OF THE CURB OF SAND SPRING ROAD, 5.6 M (18.37 FT) WEST
 KV6900'SOUTHWEST OF THE CENTERLINE OF SAND SPRING ROAD, 15.7 M (51.51 FT)
 KV6900'SOUTH OF THE EXPANSION JOINT AT THE NORTH END OF THE BRIDGE, 24.7 M
 KV6900'(81.04 FT) SOUTH SOUTHEAST OF THE NORTHWEST END OF THE WESTERN
 KV6900'CONCRETE BRIDGE PARAPET PYLON AND 24.6 M (80.71 FT) SOUTH OF THE
 KV6900'NORTH END OF THE EASTERN CONCRETE BRIDGE PARAPET PYLON.  THE STATION
 KV6900'IS DIRECTLY ABOVE THE CENTERLINE OF THE SOUTHBOUND LANES OF
 KV6900'INTERSTATE HIGHWAY 287.
 KV6900
 KV6900                          STATION RECOVERY (1993)
 KV6900
 KV6900'RECOVERED 1993
 KV6900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7149 ***********************************************************************
 DF7149  DESIGNATION -  14 N 11
 DF7149  PID         -  DF7149
 DF7149  STATE/COUNTY-  NJ/MORRIS
 DF7149  USGS QUAD   -  MORRISTOWN (1981)
 DF7149
 DF7149                         *CURRENT SURVEY CONTROL
 DF7149  ___________________________________________________________________
 DF7149* NAD 83(1986)-  40 48 47.     (N)    074 25 26.     (W)     SCALED    
 DF7149* NAVD 88     -        74.683  (meters)     245.02   (feet)  ADJUSTED  
 DF7149  ___________________________________________________________________
 DF7149  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 DF7149  DYNAMIC HT  -          74.650 (meters)     244.91  (feet)  COMP
 DF7149  MODELED GRAV-     980,193.0   (mgal)                       NAVD 88
 DF7149
 DF7149  VERT ORDER  -  SECOND    CLASS II
 DF7149
 DF7149.The horizontal coordinates were scaled from a topographic map and have
 DF7149.an estimated accuracy of +/- 6 seconds.
 DF7149
 DF7149.The orthometric height was determined by differential leveling
 DF7149.and adjusted by the National Geodetic Survey in March 2005..
 DF7149
 DF7149.The geoid height was determined by GEOID03.
 DF7149
 DF7149.The dynamic height is computed by dividing the NAVD 88
 DF7149.geopotential number by the normal gravity value computed on the
 DF7149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7149.degrees latitude (g = 980.6199 gals.).
 DF7149
 DF7149.The modeled gravity was interpolated from observed gravity values.
 DF7149
 DF7149;                    North         East    Units  Estimated Accuracy
 DF7149;SPC NJ       -   219,790.      156,420.      MT  (+/- 180 meters Scaled)
 DF7149
 DF7149                          SUPERSEDED SURVEY CONTROL
 DF7149
 DF7149.No superseded survey control is available for this station.
 DF7149
 DF7149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL485181(NAD 83)
 DF7149_MARKER: DD = SURVEY DISK
 DF7149_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF7149_SP_SET: MANHOLE CHAMBER
 DF7149_STAMPING: 14 N 11 2002
 DF7149_MARK LOGO: NJGS  
 DF7149_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF7149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7149+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 DF7149
 DF7149  HISTORY     - Date     Condition        Report By
 DF7149  HISTORY     - 20021016 MONUMENTED       NJGS
 DF7149
 DF7149                          STATION DESCRIPTION
 DF7149
 DF7149'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DF7149'THE STATION IS LOCATED IN HANOVER TOWNSHIP,  SET IN THE SOUTHWEST
 DF7149'CORNER OF A SEWAGE
 DF7149'MANHOLE JUNCTION CHAMBER ON THE GROUNDS OF THE WHIPPANY PARK HIGH
 DF7149'SCHOOL ON
 DF7149'FAIRCHILD AVENUE.
 DF7149' 
 DF7149'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 10 AND
 DF7149'WHIPPANY ROAD, GO
 DF7149'ABOUT 0.9 MI SOUTHWEST ON WHIPPANY ROAD TO THE JUNCTION WITH EAST
 DF7149'FAIRCHILD PLACE,
 DF7149'TURN LEFT AND GO 0.2 MI EAST SOUTHEAST TO THE JUNCTION CHAMBER AND
 DF7149'STATION ON THE LEFT.
 DF7149' 
 DF7149'THE STATION IS ACROSS THE STREET FROM HOUSE NUMBER 22 (2 STORY FRAME),
 DF7149'6.6 M NORTHEAST
 DF7149'OF THE NORTHEAST CURB OF FAIRCHILS AVENUE, 35.5 M SOUTHWEST OF THE
 DF7149'SOUTHWEST CORNER
 DF7149'OF THE HIGH SCHOOL BUILDING, 21.0 M NORTHWEST OF THE CENTERLINE OF THE
 DF7149'DRIVEWAY TO THE
 DF7149'PARKING LOT WEST OF THE FOOTBALL FIELD, 3.5 M NORTHWEST OF A RED SHUT
 DF7149'OFF VALVE STEM,
 DF7149'16.0 M SOUTHEAST OF THE SOUTHEAST CURB OF THE ENTRANCE DRIVE LEADING
 DF7149'TO THE FRONT
 DF7149'DOOR OF THE HIGH SCHOOL BUILDING.
 DF7149' 
 DF7149' 
 DF7149'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2912 ***********************************************************************
 LY2912  DESIGNATION -  14 P 1
 LY2912  PID         -  LY2912
 LY2912  STATE/COUNTY-  NJ/MORRIS
 LY2912  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY2912
 LY2912                         *CURRENT SURVEY CONTROL
 LY2912  ___________________________________________________________________
 LY2912* NAD 83(1996)-  41 02 57.58804(N)    074 26 38.04562(W)     ADJUSTED  
 LY2912* NAVD 88     -       236.7    (meters)     777.     (feet)  GPS OBS   
 LY2912  ___________________________________________________________________
 LY2912  X           -   1,291,871.465 (meters)                     COMP
 LY2912  Y           -  -4,640,689.042 (meters)                     COMP
 LY2912  Z           -   4,166,690.368 (meters)                     COMP
 LY2912  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 LY2912  ELLIP HEIGHT-         204.32  (meters)          (10/23/02) GPS OBS
 LY2912  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 LY2912
 LY2912  HORZ ORDER  -  FIRST
 LY2912  ELLP ORDER  -  FOURTH    CLASS I
 LY2912
 LY2912.The horizontal coordinates were established by GPS observations
 LY2912.and adjusted by the National Geodetic Survey in May 1999..
 LY2912
 LY2912.The orthometric height was determined by GPS observations and a
 LY2912.high-resolution geoid model.
 LY2912
 LY2912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2912
 LY2912.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2912
 LY2912.The ellipsoidal height was determined by GPS observations
 LY2912.and is referenced to NAD 83.
 LY2912
 LY2912.The geoid height was determined by GEOID03.
 LY2912
 LY2912;                    North         East     Units Scale Factor Converg.
 LY2912;SPC NJ       -   246,026.847   154,715.860   MT  0.99990027   +0 02 12.6
 LY2912;SPC NJ       -   807,173.08    507,596.95   sFT  0.99990027   +0 02 12.6
 LY2912;UTM  18      - 4,544,382.125   546,733.946   MT  0.99962688   +0 21 54.7
 LY2912
 LY2912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2912!SPC NJ       -   0.99996795  x   0.99990027  =   0.99986822
 LY2912!UTM  18      -   0.99996795  x   0.99962688  =   0.99959484
 LY2912
 LY2912                          SUPERSEDED SURVEY CONTROL
 LY2912
 LY2912  ELLIP H (05/14/99)  204.33   (m)                       GP(       ) 4 1
 LY2912  NAD 83(1996)-  41 02 57.58789(N)    074 26 38.04582(W) AD(       ) 1
 LY2912  NAD 83(1986)-  41 02 57.58787(N)    074 26 38.04743(W) AD(       ) 1
 LY2912
 LY2912.Superseded values are not recommended for survey control.
 LY2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2912.See file dsdata.txt to determine how the superseded data were derived.
 LY2912
 LY2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4673444382(NAD 83)
 LY2912_MARKER: DD = SURVEY DISK
 LY2912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2912_SP_SET: CONCRETE POST
 LY2912_STAMPING: 14 P 1 1992
 LY2912_MARK LOGO: NJGS  
 LY2912_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2912+STABILITY: SURFACE MOTION
 LY2912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2912+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2006
 LY2912
 LY2912  HISTORY     - Date     Condition        Report By
 LY2912  HISTORY     - 1992     MONUMENTED       NJGS
 LY2912  HISTORY     - 19930914 GOOD             NJGS
 LY2912  HISTORY     - 20020904 GOOD             LOCENG
 LY2912  HISTORY     - 20060920 GOOD             AASCO
 LY2912
 LY2912                          STATION DESCRIPTION
 LY2912
 LY2912'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 LY2912'THE STATION IS LOCATED IN JEFFERSON TOWNSHIP IN AN OPEN FIELD ON
 LY2912'PROPERTY BELONGING TO THE CITY OF NEWARK, DEPARTMENT OF ENGINEERING,
 LY2912'DIVISION OF SEWER AND WATER UTILITY, PHONE  201 697 3921 OR 201 697
 LY2912'5458, JUST SOUTHWEST OF THE INTERSECTION OF THE SOUTHBOUND LANES OF
 LY2912'STATE HIGHWAY 23 WITH GREEN POND ROAD, COUNTY ROAD 513 AND NORTHWEST
 LY2912'OF THE FORMER NEWFOUNDLAND TRAIN STATION.  THE STATION IS 23.5 M
 LY2912'(77.1 FT) NORTHWEST FROM A GUY POLE AT THE NORTHWEST ENTRANCE OF A
 LY2912'GRAVEL ROAD LEADING TO THE FORMER NEWFOUNDLAND TRAIN STATION, 38.4 M
 LY2912'(126.0 FT) WEST NORTHWEST FROM THE CENTER OF A BRONZE PLAQUE ON THE
 LY2912'VETERANS MEMORIAL ON THE WEST SIDE OF COUNTY ROAD 513, 31.3 M
 LY2912'(102.7 FT) NORTHWEST FROM THE CENTERLINE OF A GRAVEL ROAD LEADING TO
 LY2912'THE FORMER NEWFOUNDLAND TRAIN STATION, 30.9 M (101.4 FT) NORTH
 LY2912'NORTHWEST FROM GUY POLE NUMBER J 2875, 33.3 M (109.3 FT) NORTH
 LY2912'NORTHWEST FROM THE NORTHWEST CORNER OF A WOODEN BOX COVERING SEVERAL
 LY2912'ELECTRIC UTILITY METERS, WHICH IS IN RANGE WITH SEVERAL UTILITY POLES
 LY2912'TO THE NORTHWEST, 21.8 M (71.5 FT) NORTH NORTHEAST FROM A UTILITY
 LY2912'POLE WITH SEVERAL LIGHTS ATTACHED AND 1.5 M (4.9 FT) SOUTH SOUTHEAST
 LY2912'FROM A LINE IN RANGE WITH THE SOUTH WALL OF THE ROUTE 23 ELECTRICAL
 LY2912'SUPPLY COMPANY, LOCATED ACROSS THE ROAD ON THE NORTH SIDE OF THE
 LY2912'SOUTHBOUND LANES OF STATE HIGHWAY 23.  THE STATION IS SET 0.1 M
 LY2912'(0.3 FT) BELOW THE SURFACE OF THE GROUND.
 LY2912
 LY2912                          STATION RECOVERY (2002)
 LY2912
 LY2912'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2002 (AB)
 LY2912'RECOVERED IN GOOD CONDITION.
 LY2912
 LY2912                          STATION RECOVERY (2006)
 LY2912
 LY2912'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 LY2912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7148 ***********************************************************************
 DF7148  DESIGNATION -  14 P 11
 DF7148  PID         -  DF7148
 DF7148  STATE/COUNTY-  NJ/MORRIS
 DF7148  USGS QUAD   -  MORRISTOWN (1981)
 DF7148
 DF7148                         *CURRENT SURVEY CONTROL
 DF7148  ___________________________________________________________________
 DF7148* NAD 83(1986)-  40 49 17.     (N)    074 24 44.     (W)     SCALED    
 DF7148* NAVD 88     -        60.040  (meters)     196.98   (feet)  ADJUSTED  
 DF7148  ___________________________________________________________________
 DF7148  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 DF7148  DYNAMIC HT  -          60.014 (meters)     196.90  (feet)  COMP
 DF7148  MODELED GRAV-     980,194.9   (mgal)                       NAVD 88
 DF7148
 DF7148  VERT ORDER  -  SECOND    CLASS II
 DF7148
 DF7148.The horizontal coordinates were scaled from a topographic map and have
 DF7148.an estimated accuracy of +/- 6 seconds.
 DF7148
 DF7148.The orthometric height was determined by differential leveling
 DF7148.and adjusted by the National Geodetic Survey in March 2005..
 DF7148
 DF7148.The geoid height was determined by GEOID03.
 DF7148
 DF7148.The dynamic height is computed by dividing the NAVD 88
 DF7148.geopotential number by the normal gravity value computed on the
 DF7148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7148.degrees latitude (g = 980.6199 gals.).
 DF7148
 DF7148.The modeled gravity was interpolated from observed gravity values.
 DF7148
 DF7148;                    North         East    Units  Estimated Accuracy
 DF7148;SPC NJ       -   220,720.      157,400.      MT  (+/- 180 meters Scaled)
 DF7148
 DF7148                          SUPERSEDED SURVEY CONTROL
 DF7148
 DF7148.No superseded survey control is available for this station.
 DF7148
 DF7148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL495190(NAD 83)
 DF7148_MARKER: DD = SURVEY DISK
 DF7148_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF7148_SP_SET: BRIDGE BALUSTRADE BASE
 DF7148_STAMPING: 14 P 11 2002
 DF7148_MARK LOGO: NJGS  
 DF7148_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7148+STABILITY: SURFACE MOTION
 DF7148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7148+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 DF7148
 DF7148  HISTORY     - Date     Condition        Report By
 DF7148  HISTORY     - 20021016 MONUMENTED       NJGS
 DF7148
 DF7148                          STATION DESCRIPTION
 DF7148
 DF7148'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DF7148'THE STATION IS LOCATED IN HANOVER TOWNSHIP,  SET IN A DRILL HOLE ON
 DF7148'THE NORTHEAST
 DF7148'CORNER OF THE BASE OF A CONCRETE BRIDGE BALUSTRADE ON THE EAST SIDE OF
 DF7148'THE WHIPPANY
 DF7148'ROAD BRIDGE SPANNING THE WHIPPANY RIVER, ABOUT 48.0 M SOUTH OF THE
 DF7148'SOUTH CURBLINE OF
 DF7148'EASTBOUND STATE ROUTE 10.
 DF7148' 
 DF7148'THE STATION IS 2.0 M NORTHWEST OF POLE NUMBER 10201HR, 8.0 M NORTH OF
 DF7148'HTE NORTH
 DF7148'CURBLINE EXTENDED OF THE EXIT DRIVE OUT OF NUMBER 9 WHIPPANY ROAD, 1.5
 DF7148'M EAST OF THE
 DF7148'EAST CURB OF WHIPPANY ROAD, 0.3 M NORTHEAST OF THE NORTHEAST CORNER OF
 DF7148'THE
 DF7148'BALUSTRADE END POST.
 DF7148' 
 DF7148' 
 DF7148'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2913 ***********************************************************************
 LY2913  DESIGNATION -  14 Q 1
 LY2913  PID         -  LY2913
 LY2913  STATE/COUNTY-  NJ/MORRIS
 LY2913  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY2913
 LY2913                         *CURRENT SURVEY CONTROL
 LY2913  ___________________________________________________________________
 LY2913* NAD 83(1996)-  41 04 53.61103(N)    074 29 40.14603(W)     ADJUSTED  
 LY2913* NAVD 88     -       274.5    (meters)     901.     (feet)  GPS OBS   
 LY2913  ___________________________________________________________________
 LY2913  X           -   1,287,152.989 (meters)                     COMP
 LY2913  Y           -  -4,639,589.517 (meters)                     COMP
 LY2913  Z           -   4,169,413.851 (meters)                     COMP
 LY2913  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 LY2913  ELLIP HEIGHT-         242.15  (meters)          (10/23/02) GPS OBS
 LY2913  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LY2913
 LY2913  HORZ ORDER  -  FIRST
 LY2913  ELLP ORDER  -  FOURTH    CLASS I
 LY2913
 LY2913.The horizontal coordinates were established by GPS observations
 LY2913.and adjusted by the National Geodetic Survey in May 1999..
 LY2913
 LY2913.The orthometric height was determined by GPS observations and a
 LY2913.high-resolution geoid model.
 LY2913
 LY2913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2913
 LY2913.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2913
 LY2913.The ellipsoidal height was determined by GPS observations
 LY2913.and is referenced to NAD 83.
 LY2913
 LY2913.The geoid height was determined by GEOID03.
 LY2913
 LY2913;                    North         East     Units Scale Factor Converg.
 LY2913;SPC NJ       -   249,604.141   150,463.386   MT  0.99990000   +0 00 13.0
 LY2913;SPC NJ       -   818,909.59    493,645.29   sFT  0.99990000   +0 00 13.0
 LY2913;UTM  18      - 4,547,934.002   542,462.211   MT  0.99962219   +0 19 55.9
 LY2913
 LY2913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2913!SPC NJ       -   0.99996202  x   0.99990000  =   0.99986202
 LY2913!UTM  18      -   0.99996202  x   0.99962219  =   0.99958422
 LY2913
 LY2913                          SUPERSEDED SURVEY CONTROL
 LY2913
 LY2913  ELLIP H (05/14/99)  242.16   (m)                       GP(       ) 4 1
 LY2913  NAD 83(1996)-  41 04 53.61086(N)    074 29 40.14626(W) AD(       ) 1
 LY2913  NAD 83(1986)-  41 04 53.61087(N)    074 29 40.14755(W) AD(       ) 1
 LY2913
 LY2913.Superseded values are not recommended for survey control.
 LY2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2913.See file dsdata.txt to determine how the superseded data were derived.
 LY2913
 LY2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4246247934(NAD 83)
 LY2913_MARKER: DD = SURVEY DISK
 LY2913_SETTING: 66 = SET IN ROCK OUTCROP
 LY2913_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LY2913_STAMPING: 14 Q 1 1992
 LY2913_MARK LOGO: NJGS  
 LY2913_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2913_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2913+STABILITY: POSITION/ELEVATION WELL
 LY2913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2913+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2006
 LY2913
 LY2913  HISTORY     - Date     Condition        Report By
 LY2913  HISTORY     - 1992     MONUMENTED       NJGS
 LY2913  HISTORY     - 19930914 GOOD             NJGS
 LY2913  HISTORY     - 20030701 GOOD             ASC
 LY2913  HISTORY     - 20060920 GOOD             AASCO
 LY2913
 LY2913                          STATION DESCRIPTION
 LY2913
 LY2913'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 LY2913'THE STATION IS LOCATED IN JEFFERSON TOWNSHIP ON THE SOUTHWEST SIDE OF
 LY2913'STATE HIGHWAY 23, JUST NORTHWEST OF A YOU TURN FOR CANISTEAR ROAD,
 LY2913'DIRECTLY OPPOSITE AND ACROSS THE HIGHWAY FROM TWO LARGE BILLBOARDS
 LY2913'AND POLE NUMBER BT3500 WM AND WEST SOUTHWEST FROM THE MACK REAL
 LY2913'ESTATE COMPANY, A TWO STORY FRAME DWELLING, LOCATED ON THE EAST SIDE
 LY2913'OF THE NORTHBOUND LANES OF STATE HIGHWAY 23.  TO REACH THE STATION
 LY2913'FROM THE SUSSEX COUNTY AND MORRIS COUNTY LINE, GO EAST SOUTHEAST ON
 LY2913'STATE HIGHWAY 23 FOR 0.7 MI (1.1 KM) TO THE STATION ON THE RIGHT, SET
 LY2913'FLUSH IN A DRILL HOLE IN ROCK OUTCROP, WHICH IS FLUSH WITH THE
 LY2913'GROUND.  THE STATION IS 4.1 M (13.5 FT) SOUTHWEST FROM THE WEST CURB
 LY2913'OF THE SOUTHBOUND LANES OF STATE HIGHWAY 23, 12.0 M (39.4 FT)
 LY2913'SOUTHWEST FROM THE CENTERLINE OF THE SOUTHBOUND LANES OF STATE HIGHWAY
 LY2913'23, 31.1 M (102.0 FT) NORTHWEST FROM AN INLET NEAR THE ENTRANCE OF
 LY2913'THE YOU TURN FOR CANISTEAR ROAD FROM THE SOUTHBOUND LANES OF STATE
 LY2913'HIGHWAY 23 AND NEXT TO A METAL POST WITH YELLOW REFLECTOR.
 LY2913
 LY2913                          STATION RECOVERY (2003)
 LY2913
 LY2913'RECOVERY NOTE BY ALYSEKA SERVICE COMPANY 2003 (MKR)
 LY2913'RECOVERED IN GOOD CONDITION.
 LY2913
 LY2913                          STATION RECOVERY (2006)
 LY2913
 LY2913'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 LY2913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2914 ***********************************************************************
 LY2914  DESIGNATION -  14 R 1
 LY2914  PID         -  LY2914
 LY2914  STATE/COUNTY-  NJ/MORRIS
 LY2914  USGS QUAD   -  FRANKLIN (1971)
 LY2914
 LY2914                         *CURRENT SURVEY CONTROL
 LY2914  ___________________________________________________________________
 LY2914* NAD 83(1996)-  41 00 59.80324(N)    074 33 03.61032(W)     ADJUSTED  
 LY2914* NAVD 88     -       291.1    (meters)     955.     (feet)  GPS OBS   
 LY2914  ___________________________________________________________________
 LY2914  X           -   1,283,840.851 (meters)                     COMP
 LY2914  Y           -  -4,645,434.500 (meters)                     COMP
 LY2914  Z           -   4,163,985.044 (meters)                     COMP
 LY2914  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 LY2914  ELLIP HEIGHT-         258.59  (meters)          (10/23/02) GPS OBS
 LY2914  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 LY2914
 LY2914  HORZ ORDER  -  FIRST
 LY2914  ELLP ORDER  -  FOURTH    CLASS I
 LY2914
 LY2914.The horizontal coordinates were established by GPS observations
 LY2914.and adjusted by the National Geodetic Survey in May 1999..
 LY2914
 LY2914.The orthometric height was determined by GPS observations and a
 LY2914.high-resolution geoid model.
 LY2914
 LY2914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2914
 LY2914.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2914
 LY2914.The ellipsoidal height was determined by GPS observations
 LY2914.and is referenced to NAD 83.
 LY2914
 LY2914.The geoid height was determined by GEOID03.
 LY2914
 LY2914;                    North         East     Units Scale Factor Converg.
 LY2914;SPC NJ       -   242,393.464   145,710.371   MT  0.99990023   -0 02 00.5
 LY2914;SPC NJ       -   795,252.56    478,051.44   sFT  0.99990023   -0 02 00.5
 LY2914;UTM  18      - 4,540,698.234   537,751.918   MT  0.99961754   +0 17 40.8
 LY2914
 LY2914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2914!SPC NJ       -   0.99995944  x   0.99990023  =   0.99985967
 LY2914!UTM  18      -   0.99995944  x   0.99961754  =   0.99957699
 LY2914
 LY2914                          SUPERSEDED SURVEY CONTROL
 LY2914
 LY2914  ELLIP H (05/14/99)  258.60   (m)                       GP(       ) 4 1
 LY2914  NAD 83(1996)-  41 00 59.80300(N)    074 33 03.61065(W) AD(       ) 1
 LY2914  NAD 83(1986)-  41 00 59.80296(N)    074 33 03.61179(W) AD(       ) 1
 LY2914
 LY2914.Superseded values are not recommended for survey control.
 LY2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2914.See file dsdata.txt to determine how the superseded data were derived.
 LY2914
 LY2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3775240698(NAD 83)
 LY2914_MARKER: DD = SURVEY DISK
 LY2914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2914_SP_SET: CONCRETE POST
 LY2914_STAMPING: 14 R 1 1992
 LY2914_MARK LOGO: NJGS  
 LY2914_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2914+STABILITY: SURFACE MOTION
 LY2914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2914+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1993
 LY2914
 LY2914  HISTORY     - Date     Condition        Report By
 LY2914  HISTORY     - 1992     MONUMENTED       NJGS
 LY2914  HISTORY     - 19930914 GOOD             NJGS
 LY2914
 LY2914                          STATION DESCRIPTION
 LY2914
 LY2914'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 LY2914'THE STATION IS LOCATED IN JEFFERSON TOWNSHIP ON THE GROUNDS OF THE
 LY2914'JEFFERSON TOWNSHIP HIGH SCHOOL.  BEFORE OCCUPYING THE STATION,
 LY2914'CONTACT MR. KEN KRAYNACK, ENVIRONMENTAL SERVICES, PHONE  201 663
 LY2914'0161.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 LY2914'80 WESTBOUND AND THE RAMP TO STATE HIGHWAY 15 NORTHBOUND, GO
 LY2914'NORTHEAST ON STATE HIGHWAY 15 FOR 2.0 MI (3.2 KM) TO BERKSHIRE VALLEY
 LY2914'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST ON BERKSHIRE VALLEY
 LY2914'ROAD FOR 6.2 MI (10.0 KM) TO A FORK.  BEAR LEFT ON DOVER MILTON ROAD
 LY2914'AND GO 1.4 MI (2.3 KM) TO A STOP SIGN AT A TEE INTERSECTION.  THE
 LY2914'JEFFERSON TOWNSHIP FIRE COMPANY NUMBER 1 IS TO THE RIGHT AND THE
 LY2914'JEFFERSON TOWNSHIP MUSEUM IS TO THE LEFT.  BEAR TO THE LEFT, STAYING
 LY2914'ON DOVER MILTON ROAD AND GO 0.45 MI (0.72 KM) TO A WYE JUNCTION WITH
 LY2914'RUSSIA ROAD AND WELDON ROAD.  TAKE THE LEFT FORK AND GO 0.9 MI
 LY2914'(1.4 KM) SOUTHWEST ON WELDON ROAD TO THE ENTRANCE TO THE HIGH SCHOOL
 LY2914'PARKING LOT ON THE LEFT.  TURN LEFT INTO THE PARKING LOT AND GO 0.1
 LY2914'MI (0.2 KM) SOUTHEAST TO THE END OF THE PARKING LOT AND THE STATION
 LY2914'AHEAD ON A KNOLL ABOVE THE VARSITY FOOTBALL FIELD AND RUNNING TRACK,
 LY2914'BEHIND THE SCHOOL BUILDING.  THE STATION IS 8.0 M (26.2 FT) NORTHEAST
 LY2914'FROM THE CENTERLINE OF A PAVED ACCESS DRIVE LEADING TO THE RUNNING
 LY2914'TRACK, 11.3 M (37.1 FT) EAST NORTHEAST FROM THE CENTER OF THE GATE
 LY2914'ACROSS THE ACCESS DRIVE, 9.0 M (29.5 FT) NORTH FROM THE CENTER OF A
 LY2914'BRICK MEMORIAL FOR HAHN AT THE TRACK LEVEL, 25.1 M (82.3 FT) EAST
 LY2914'FROM THE SOUTHEAST CORNER OF THE GYMNASIUM, ADJACENT TO THE
 LY2914'SCOREBOARD, 26.7 M (87.6 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 LY2914'BRICK TICKET BOOTH, 26.6 M (87.3 FT) SOUTHWEST FROM A FLAGPOLE, NEXT
 LY2914'TO THE SOUTHERLY OF TWO BRICK TICKET BOOTHS AND 7.9 M (25.9 FT)
 LY2914'SOUTHEAST FROM AND NORMAL TO A 4 FT (1.2 M) HIGH CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7113 ***********************************************************************
 KV7113  DESIGNATION -  14 S 1
 KV7113  PID         -  KV7113
 KV7113  STATE/COUNTY-  NJ/MORRIS
 KV7113  USGS QUAD   -  DOVER (1981)
 KV7113
 KV7113                         *CURRENT SURVEY CONTROL
 KV7113  ___________________________________________________________________
 KV7113* NAD 83(1996)-  40 55 06.43199(N)    074 35 07.82669(W)     ADJUSTED  
 KV7113* NAVD 88     -       212.2    (meters)     696.     (feet)  GPS OBS   
 KV7113  ___________________________________________________________________
 KV7113  X           -   1,282,926.903 (meters)                     COMP
 KV7113  Y           -  -4,653,039.328 (meters)                     COMP
 KV7113  Z           -   4,155,701.892 (meters)                     COMP
 KV7113  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 KV7113  ELLIP HEIGHT-         179.51  (meters)          (10/23/02) GPS OBS
 KV7113  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KV7113
 KV7113  HORZ ORDER  -  FIRST
 KV7113  ELLP ORDER  -  FOURTH    CLASS I
 KV7113
 KV7113.The horizontal coordinates were established by GPS observations
 KV7113.and adjusted by the National Geodetic Survey in May 1999..
 KV7113
 KV7113.The orthometric height was determined by GPS observations and a
 KV7113.high-resolution geoid model.
 KV7113
 KV7113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7113
 KV7113.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7113
 KV7113.The ellipsoidal height was determined by GPS observations
 KV7113.and is referenced to NAD 83.
 KV7113
 KV7113.The geoid height was determined by GEOID03.
 KV7113
 KV7113;                    North         East     Units Scale Factor Converg.
 KV7113;SPC NJ       -   231,495.978   142,797.678   MT  0.99990064   -0 03 21.6
 KV7113;SPC NJ       -   759,499.72    468,495.38   sFT  0.99990064   -0 03 21.6
 KV7113;UTM  18      - 4,529,787.363   534,902.433   MT  0.99961499   +0 16 17.4
 KV7113
 KV7113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7113!SPC NJ       -   0.99997184  x   0.99990064  =   0.99987249
 KV7113!UTM  18      -   0.99997184  x   0.99961499  =   0.99958684
 KV7113
 KV7113:                Primary Azimuth Mark                     Grid Az
 KV7113:SPC NJ       -  14 T 1                                   129 03 40.7
 KV7113:UTM  18      -  14 T 1                                   128 44 01.7
 KV7113
 KV7113|---------------------------------------------------------------------|
 KV7113| PID    Reference Object                     Distance      Geod. Az  |
 KV7113|                                                           dddmmss.s |
 KV7113| KV7114 14 T 1                              458.410 METERS 1290019.1 |
 KV7113|---------------------------------------------------------------------|
 KV7113
 KV7113                          SUPERSEDED SURVEY CONTROL
 KV7113
 KV7113  ELLIP H (05/14/99)  179.52   (m)                       GP(       ) 4 1
 KV7113  NAD 83(1986)-  40 55 06.43101(N)    074 35 07.82787(W) AD(       ) 1
 KV7113
 KV7113.Superseded values are not recommended for survey control.
 KV7113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7113.See file dsdata.txt to determine how the superseded data were derived.
 KV7113
 KV7113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3490229787(NAD 83)
 KV7113_MARKER: DD = SURVEY DISK
 KV7113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7113_SP_SET: CONCRETE POST
 KV7113_STAMPING: 14 S 1 1993
 KV7113_MARK LOGO: NJGS  
 KV7113_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7113+STABILITY: SURFACE MOTION
 KV7113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7113+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 KV7113
 KV7113  HISTORY     - Date     Condition        Report By
 KV7113  HISTORY     - 1993     MONUMENTED       NJGS
 KV7113  HISTORY     - 19930914 GOOD             NJGS
 KV7113  HISTORY     - 20010411 GOOD             NJGS
 KV7113  HISTORY     - 20060919 GOOD             AASCO
 KV7113
 KV7113                          STATION DESCRIPTION
 KV7113
 KV7113'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7113'THE STATION IS LOCATED IN ROCKAWAY TOWNSHIP IN THE CENTER GRASS MEDIAN
 KV7113'OF STATE HIGHWAY 15, OPPOSITE THE NEW JERSEY DEPARTMENT OF
 KV7113'TRANSPORTATION MAINTENANCE YARD, AT ABOUT MILEPOINT 3.0.  TO REACH
 KV7113'THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 80 AND STATE
 KV7113'HIGHWAY 15 AT INTERCHANGE 34, GO NORTH ON STATE HIGHWAY 15 FOR 6.4 MI
 KV7113'(10.3 KM) TO THE STATION ON THE LEFT.  THE STATION IS 3.0 M (9.8 FT)
 KV7113'NORTHEAST FROM THE EAST EDGE OF THE SOUTHBOUND LANES OF STATE HIGHWAY
 KV7113'15, 13.0 M (42.7 FT) SOUTHWEST FROM THE WEST EDGE OF THE NORTHBOUND
 KV7113'LANES OF STATE HIGHWAY 15 AND 40.0 M (131.2 FT) SOUTH FROM AN INLET
 KV7113'SET FLUSH IN THE MEDIAN.
 KV7113
 KV7113                          STATION RECOVERY (2001)
 KV7113
 KV7113'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV7113'RECOVERED IN GOOD CONDITION.
 KV7113
 KV7113                          STATION RECOVERY (2006)
 KV7113
 KV7113'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV7113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7114 ***********************************************************************
 KV7114  DESIGNATION -  14 T 1
 KV7114  PID         -  KV7114
 KV7114  STATE/COUNTY-  NJ/MORRIS
 KV7114  USGS QUAD   -  DOVER (1981)
 KV7114
 KV7114                         *CURRENT SURVEY CONTROL
 KV7114  ___________________________________________________________________
 KV7114* NAD 83(1996)-  40 54 57.07872(N)    074 34 52.60379(W)     ADJUSTED  
 KV7114* NAVD 88     -       211.7    (meters)     695.     (feet)  GPS OBS   
 KV7114  ___________________________________________________________________
 KV7114  X           -   1,283,320.452 (meters)                     COMP
 KV7114  Y           -  -4,653,126.455 (meters)                     COMP
 KV7114  Z           -   4,155,483.536 (meters)                     COMP
 KV7114  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 KV7114  ELLIP HEIGHT-         179.02  (meters)          (10/23/02) GPS OBS
 KV7114  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KV7114
 KV7114  HORZ ORDER  -  FIRST
 KV7114  ELLP ORDER  -  FOURTH    CLASS I
 KV7114
 KV7114.The horizontal coordinates were established by GPS observations
 KV7114.and adjusted by the National Geodetic Survey in May 1999..
 KV7114
 KV7114.The orthometric height was determined by GPS observations and a
 KV7114.high-resolution geoid model.
 KV7114
 KV7114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7114
 KV7114.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7114
 KV7114.The ellipsoidal height was determined by GPS observations
 KV7114.and is referenced to NAD 83.
 KV7114
 KV7114.The geoid height was determined by GEOID03.
 KV7114
 KV7114;                    North         East     Units Scale Factor Converg.
 KV7114;SPC NJ       -   231,207.139   143,153.586   MT  0.99990058   -0 03 11.6
 KV7114;SPC NJ       -   758,552.09    469,663.06   sFT  0.99990058   -0 03 11.6
 KV7114;UTM  18      - 4,529,500.644   535,259.884   MT  0.99961530   +0 16 27.3
 KV7114
 KV7114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7114!SPC NJ       -   0.99997192  x   0.99990058  =   0.99987250
 KV7114!UTM  18      -   0.99997192  x   0.99961530  =   0.99958723
 KV7114
 KV7114:                Primary Azimuth Mark                     Grid Az
 KV7114:SPC NJ       -  14 S 1                                   309 03 40.7
 KV7114:UTM  18      -  14 S 1                                   308 44 01.8
 KV7114
 KV7114|---------------------------------------------------------------------|
 KV7114| PID    Reference Object                     Distance      Geod. Az  |
 KV7114|                                                           dddmmss.s |
 KV7114| KV7113 14 S 1                              458.410 METERS 3090029.1 |
 KV7114|---------------------------------------------------------------------|
 KV7114
 KV7114                          SUPERSEDED SURVEY CONTROL
 KV7114
 KV7114  ELLIP H (05/14/99)  179.03   (m)                       GP(       ) 4 1
 KV7114  NAD 83(1986)-  40 54 57.07769(N)    074 34 52.60495(W) AD(       ) 1
 KV7114
 KV7114.Superseded values are not recommended for survey control.
 KV7114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7114.See file dsdata.txt to determine how the superseded data were derived.
 KV7114
 KV7114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3526029501(NAD 83)
 KV7114_MARKER: DD = SURVEY DISK
 KV7114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7114_SP_SET: CONCRETE POST
 KV7114_STAMPING: 14 T 1 1993
 KV7114_MARK LOGO: NJGS  
 KV7114_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7114+STABILITY: SURFACE MOTION
 KV7114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7114+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1993
 KV7114
 KV7114  HISTORY     - Date     Condition        Report By
 KV7114  HISTORY     - 1993     MONUMENTED       NJGS
 KV7114  HISTORY     - 19930914 GOOD             NJGS
 KV7114  HISTORY     - 20010411 MARK NOT FOUND   NJGS
 KV7114
 KV7114                          STATION DESCRIPTION
 KV7114
 KV7114'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7114'THE STATION IS LOCATED IN ROCKAWAY TOWNSHIP ON THE EAST SIDE OF THE
 KV7114'NORTHBOUND LANES OF STATE HIGHWAY 15, ABOUT 0.1 MI (0.2 KM) NORTH
 KV7114'FROM THE MAIN ENTRANCE LEADING TO THE U.S. ARMY ARMAMENT RESEARCH AND
 KV7114'DEVELOPMENT COMMAND, THE PICATINNY ARSENAL.  TO REACH THE STATION
 KV7114'FROM THE INTERSECTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 15
 KV7114'AT INTERCHANGE 34, GO NORTH ON STATE HIGHWAY 15 FOR 1.1 MI (1.8 KM)
 KV7114'TO THE STATION ON THE RIGHT.  THE STATION IS 2.0 M (6.6 FT) NORTH FROM
 KV7114'THE EAST EDGE OF THE NORTHBOUND LANES OF STATE HIGHWAY 15, 8.5 M
 KV7114'(27.9 FT) SOUTH SOUTHWEST FROM THE END OF A METAL GUIDE RAIL AT THE
 KV7114'ENTRANCE RAMP FROM PARKER ROAD, 20.3 M (66.6 FT) SOUTHEAST FROM THE
 KV7114'NOSE OF THE ENTRANCE RAMP, 27.2 M (89.2 FT) SOUTH SOUTHEAST FROM AN
 KV7114'INLET ON THE NORTH SIDE OF THE ENTRANCE RAMP AND 23.0 M (75.5 FT)
 KV7114'NORTHWEST FROM A HISTORICAL SIGN FOR THE PICATINNY ARSENAL.
 KV7114
 KV7114                          STATION RECOVERY (2001)
 KV7114
 KV7114'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV7114'PIPE LINE CONSTRUCTION IN THE AREA OF THE STATION APPEARS TO HAVE
 KV7114'CAUSED ITS DEMISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7115 ***********************************************************************
 KV7115  DESIGNATION -  14 U 1
 KV7115  PID         -  KV7115
 KV7115  STATE/COUNTY-  NJ/MORRIS
 KV7115  USGS QUAD   -  DOVER (1981)
 KV7115
 KV7115                         *CURRENT SURVEY CONTROL
 KV7115  ___________________________________________________________________
 KV7115* NAD 83(1996)-  40 57 35.21702(N)    074 31 43.55450(W)     ADJUSTED  
 KV7115* NAVD 88     -       265.9    (meters)     872.     (feet)  GPS OBS   
 KV7115  ___________________________________________________________________
 KV7115  X           -   1,286,742.940 (meters)                     COMP
 KV7115  Y           -  -4,648,907.164 (meters)                     COMP
 KV7115  Z           -   4,159,204.398 (meters)                     COMP
 KV7115  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 KV7115  ELLIP HEIGHT-         233.37  (meters)          (10/23/02) GPS OBS
 KV7115  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KV7115
 KV7115  HORZ ORDER  -  FIRST
 KV7115  ELLP ORDER  -  FOURTH    CLASS I
 KV7115
 KV7115.The horizontal coordinates were established by GPS observations
 KV7115.and adjusted by the National Geodetic Survey in May 1999..
 KV7115
 KV7115.The orthometric height was determined by GPS observations and a
 KV7115.high-resolution geoid model.
 KV7115
 KV7115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7115
 KV7115.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7115
 KV7115.The ellipsoidal height was determined by GPS observations
 KV7115.and is referenced to NAD 83.
 KV7115
 KV7115.The geoid height was determined by GEOID03.
 KV7115
 KV7115;                    North         East     Units Scale Factor Converg.
 KV7115;SPC NJ       -   236,082.115   147,578.611   MT  0.99990007   -0 01 07.9
 KV7115;SPC NJ       -   774,546.07    484,180.83   sFT  0.99990007   -0 01 07.9
 KV7115;UTM  18      - 4,534,399.457   539,655.717   MT  0.99961935   +0 18 32.1
 KV7115
 KV7115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7115!SPC NJ       -   0.99996339  x   0.99990007  =   0.99986347
 KV7115!UTM  18      -   0.99996339  x   0.99961935  =   0.99958276
 KV7115
 KV7115                          SUPERSEDED SURVEY CONTROL
 KV7115
 KV7115  ELLIP H (05/14/99)  233.38   (m)                       GP(       ) 4 1
 KV7115  NAD 83(1986)-  40 57 35.21611(N)    074 31 43.55586(W) AD(       ) 1
 KV7115
 KV7115.Superseded values are not recommended for survey control.
 KV7115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7115.See file dsdata.txt to determine how the superseded data were derived.
 KV7115
 KV7115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3965634399(NAD 83)
 KV7115_MARKER: DD = SURVEY DISK
 KV7115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7115_SP_SET: CONCRETE POST
 KV7115_STAMPING: 14 U 1 1993
 KV7115_MARK LOGO: NJGS  
 KV7115_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7115+STABILITY: SURFACE MOTION
 KV7115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7115+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2006
 KV7115
 KV7115  HISTORY     - Date     Condition        Report By
 KV7115  HISTORY     - 1993     MONUMENTED       NJGS
 KV7115  HISTORY     - 19930914 GOOD             NJGS
 KV7115  HISTORY     - 20050422 GOOD             GEOCAC
 KV7115  HISTORY     - 20060920 GOOD             AASCO
 KV7115
 KV7115                          STATION DESCRIPTION
 KV7115
 KV7115'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7115'THE STATION IS LOCATED IN ROCKAWAY TOWNSHIP ON THE GROUNDS OF THE U.S.
 KV7115'ARMY ARMAMENT RESEARCH AND DEVELOPMENT COMMAND, THE PICATINNY
 KV7115'ARSENAL.  TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 KV7115'HIGHWAY 80 AND GREEN POND ROAD, COUNTY ROAD 513 AT INTERCHANGE 37, GO
 KV7115'NORTH ON COUNTY ROAD 513 FOR 3.3 MI (5.3 KM) TO THE INTERSECTION WITH
 KV7115'SNAKE HILL ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON SNAKE HILL
 KV7115'ROAD FOR 2.0 MI (3.2 KM) TO THE STATION ON THE RIGHT.  THE STATION IS
 KV7115'1.7 M (5.6 FT) SOUTH FROM A FENCE SURROUNDING THE NEW JERSEY ARMY
 KV7115'NATIONAL GUARD AVIATION SUPPORT FACILITY NUMBER 2, 2.0 M (6.6 FT)
 KV7115'NORTHEAST FROM THE EAST EDGE OF PAVING OF SNAKE HILL ROAD, 44.8 M
 KV7115'(147.0 FT) SOUTHEAST FROM THE NORTHWEST CORNER OF THE FENCE, 5.5 M
 KV7115'(18.0 FT) NORTHEAST FROM THE CENTERLINE OF SNAKE HILL ROAD AND 0.1 MI
 KV7115'(0.2 KM) SOUTHEAST FROM THE INTERSECTION OF SNAKE HILL ROAD AND LAKE
 KV7115'DENMARK ROAD.
 KV7115
 KV7115                          STATION RECOVERY (2005)
 KV7115
 KV7115'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV7115'RECOVERED IN GOOD CONDITION.
 KV7115
 KV7115                          STATION RECOVERY (2006)
 KV7115
 KV7115'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV7115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7116 ***********************************************************************
 KV7116  DESIGNATION -  14 V 1
 KV7116  PID         -  KV7116
 KV7116  STATE/COUNTY-  NJ/MORRIS
 KV7116  USGS QUAD   -  BOONTON (1981)
 KV7116
 KV7116                         *CURRENT SURVEY CONTROL
 KV7116  ___________________________________________________________________
 KV7116* NAD 83(1996)-  40 58 36.44365(N)    074 29 27.03534(W)     ADJUSTED  
 KV7116* NAVD 88     -       290.7    (meters)     954.     (feet)  GPS OBS   
 KV7116  ___________________________________________________________________
 KV7116  X           -   1,289,493.481 (meters)                     COMP
 KV7116  Y           -  -4,646,879.280 (meters)                     COMP
 KV7116  Z           -   4,160,646.859 (meters)                     COMP
 KV7116  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 KV7116  ELLIP HEIGHT-         258.20  (meters)          (10/23/02) GPS OBS
 KV7116  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KV7116
 KV7116  HORZ ORDER  -  FIRST
 KV7116  ELLP ORDER  -  FOURTH    CLASS I
 KV7116
 KV7116.The horizontal coordinates were established by GPS observations
 KV7116.and adjusted by the National Geodetic Survey in May 1999..
 KV7116
 KV7116.The orthometric height was determined by GPS observations and a
 KV7116.high-resolution geoid model.
 KV7116
 KV7116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7116
 KV7116.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7116
 KV7116.The ellipsoidal height was determined by GPS observations
 KV7116.and is referenced to NAD 83.
 KV7116
 KV7116.The geoid height was determined by GEOID03.
 KV7116
 KV7116;                    North         East     Units Scale Factor Converg.
 KV7116;SPC NJ       -   237,970.296   150,770.606   MT  0.99990001   +0 00 21.6
 KV7116;SPC NJ       -   780,740.88    494,653.23   sFT  0.99990001   +0 00 21.6
 KV7116;UTM  18      - 4,536,305.337   542,835.969   MT  0.99962258   +0 20 02.0
 KV7116
 KV7116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7116!SPC NJ       -   0.99995950  x   0.99990001  =   0.99985951
 KV7116!UTM  18      -   0.99995950  x   0.99962258  =   0.99958210
 KV7116
 KV7116                          SUPERSEDED SURVEY CONTROL
 KV7116
 KV7116  ELLIP H (05/14/99)  258.21   (m)                       GP(       ) 4 1
 KV7116  NAD 83(1996)-  40 58 36.44308(N)    074 29 27.03609(W) AD(       ) 1
 KV7116  NAD 83(1986)-  40 58 36.44266(N)    074 29 27.03680(W) AD(       ) 1
 KV7116
 KV7116.Superseded values are not recommended for survey control.
 KV7116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7116.See file dsdata.txt to determine how the superseded data were derived.
 KV7116
 KV7116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4283636305(NAD 83)
 KV7116_MARKER: DD = SURVEY DISK
 KV7116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7116_SP_SET: CONCRETE POST
 KV7116_STAMPING: 14 V 1 1993
 KV7116_MARK LOGO: NJGS  
 KV7116_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7116+STABILITY: SURFACE MOTION
 KV7116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7116+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2006
 KV7116
 KV7116  HISTORY     - Date     Condition        Report By
 KV7116  HISTORY     - 1993     MONUMENTED       NJGS
 KV7116  HISTORY     - 19930914 GOOD             NJGS
 KV7116  HISTORY     - 20060920 GOOD             AASCO
 KV7116
 KV7116                          STATION DESCRIPTION
 KV7116
 KV7116'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7116'THE STATION IS LOCATED IN ROCKAWAY TOWNSHIP ON THE NORTHWEST SIDE OF
 KV7116'COUNTY ROAD 513, GREEN POND ROAD.  TO REACH THE STATION FROM THE
 KV7116'INTERSECTION OF INTERSTATE HIGHWAY 80 AND COUNTY ROAD 513, GREEN POND
 KV7116'ROAD, AT INTERCHANGE 37, GO 5.5 MI (8.9 KM) NORTH ON COUNTY ROAD 513
 KV7116'TO THE STATION ON THE LEFT, ABOUT 0.05 MI (0.08 KM) NORTH FROM THE
 KV7116'JUNCTION OF LAKE DENMARK ROAD AND COUNTY ROAD 513 AND SOUTHWEST OF
 KV7116'THE SOUTHWEST END OF A YOU SHAPED DIRT DRIVEWAY ON THE NORTHWEST SIDE
 KV7116'OF COUNTY ROAD 513.  THE STATION IS 4.2 M (13.8 FT) NORTHWEST FROM
 KV7116'THE CENTER OF AN INLET, 19.5 M (64.0 FT) SOUTHWEST AND ACROSS THE
 KV7116'ROAD FROM AN INLET, 38.5 M (126.3 FT) NORTH NORTHEAST FROM A GUY
 KV7116'POLE, 6.0 M (19.7 FT) NORTHWEST FROM A WHITE PAINTED CROSS IN THE
 KV7116'ROAD FOR PHOTO CONTROL AND 10.5 M (34.4 FT) NORTHWEST FROM THE
 KV7116'CENTERLINE OF COUNTY ROAD 513.
 KV7116
 KV7116                          STATION RECOVERY (2006)
 KV7116
 KV7116'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV7116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7117 ***********************************************************************
 KV7117  DESIGNATION -  14 W 1
 KV7117  PID         -  KV7117
 KV7117  STATE/COUNTY-  NJ/MORRIS
 KV7117  USGS QUAD   -  DOVER (1981)
 KV7117
 KV7117                         *CURRENT SURVEY CONTROL
 KV7117  ___________________________________________________________________
 KV7117* NAD 83(1996)-  40 58 13.60252(N)    074 36 07.78954(W)     ADJUSTED  
 KV7117* NAVD 88     -       292.2    (meters)     959.     (feet)  GPS OBS   
 KV7117  ___________________________________________________________________
 KV7117  X           -   1,280,585.538 (meters)                     COMP
 KV7117  Y           -  -4,649,822.344 (meters)                     COMP
 KV7117  Z           -   4,160,115.763 (meters)                     COMP
 KV7117  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 KV7117  ELLIP HEIGHT-         259.59  (meters)          (10/23/02) GPS OBS
 KV7117  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KV7117
 KV7117  HORZ ORDER  -  FIRST
 KV7117  ELLP ORDER  -  FOURTH    CLASS I
 KV7117
 KV7117.The horizontal coordinates were established by GPS observations
 KV7117.and adjusted by the National Geodetic Survey in May 1999..
 KV7117
 KV7117.The orthometric height was determined by GPS observations and a
 KV7117.high-resolution geoid model.
 KV7117
 KV7117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7117
 KV7117.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7117
 KV7117.The ellipsoidal height was determined by GPS observations
 KV7117.and is referenced to NAD 83.
 KV7117
 KV7117.The geoid height was determined by GEOID03.
 KV7117
 KV7117;                    North         East     Units Scale Factor Converg.
 KV7117;SPC NJ       -   237,270.745   141,401.454   MT  0.99990091   -0 04 01.1
 KV7117;SPC NJ       -   778,445.77    463,914.60   sFT  0.99990091   -0 04 01.1
 KV7117;UTM  18      - 4,535,552.399   533,473.616   MT  0.99961379   +0 15 39.1
 KV7117
 KV7117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7117!SPC NJ       -   0.99995928  x   0.99990091  =   0.99986020
 KV7117!UTM  18      -   0.99995928  x   0.99961379  =   0.99957309
 KV7117
 KV7117                          SUPERSEDED SURVEY CONTROL
 KV7117
 KV7117  ELLIP H (05/14/99)  259.60   (m)                       GP(       ) 4 1
 KV7117  NAD 83(1986)-  40 58 13.60195(N)    074 36 07.79063(W) AD(       ) 1
 KV7117
 KV7117.Superseded values are not recommended for survey control.
 KV7117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7117.See file dsdata.txt to determine how the superseded data were derived.
 KV7117
 KV7117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3347435552(NAD 83)
 KV7117_MARKER: DD = SURVEY DISK
 KV7117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7117_SP_SET: CONCRETE POST
 KV7117_STAMPING: 14 W 1 1993
 KV7117_MARK LOGO: NJGS  
 KV7117_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7117+STABILITY: SURFACE MOTION
 KV7117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7117+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2001
 KV7117
 KV7117  HISTORY     - Date     Condition        Report By
 KV7117  HISTORY     - 1993     MONUMENTED       NJGS
 KV7117  HISTORY     - 19930914 GOOD             NJGS
 KV7117  HISTORY     - 20010411 GOOD             NJGS
 KV7117
 KV7117                          STATION DESCRIPTION
 KV7117
 KV7117'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7117'THE STATION IS LOCATED IN JEFFERSON TOWNSHIP AT THE TEE INTERSECTION
 KV7117'OF STATE HIGHWAY 181 AND ESPANONG ROAD.  TO REACH THE STATION FROM
 KV7117'THE INTERSECTION OF STATE HIGHWAY 15 AND STATE HIGHWAY 181 AT
 KV7117'MILEPOINT 7.0, GO NORTH ON STATE HIGHWAY 181 FOR 0.3 MI (0.5 KM) TO
 KV7117'THE TEE INTERSECTION WITH ESPANONG ROAD AND THE STATION AHEAD ON THE
 KV7117'RIGHT.  THE STATION IS 2.7 M (8.9 FT) EAST FROM THE EAST CURB LINE OF
 KV7117'ESPANONG ROAD, 7.4 M (24.3 FT) NORTHEAST FROM AN INLET ON THE EAST
 KV7117'SIDE OF ESPANONG ROAD, 15.4 M (50.5 FT) NORTH FROM AN INLET SET IN
 KV7117'THE MEDIAN AND 11.6 M (38.1 FT) EAST FROM THE NORTH END OF A CONCRETE
 KV7117'MEDIAN DIVIDER.
 KV7117
 KV7117                          STATION RECOVERY (2001)
 KV7117
 KV7117'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV7117'THE DESCRIPTION SHOULD READ...AND THE STATION AHEAD ON THE LEFT.
 KV7117'ADDITIONALLY, THE STATION IS 40.7 METERS SOUTH WEST FROM THE 0(ZERO)
 KV7117'MILE POST MARKER FOR ROUTE 181 NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7118 ***********************************************************************
 KV7118  DESIGNATION -  14 X 1
 KV7118  PID         -  KV7118
 KV7118  STATE/COUNTY-  NJ/MORRIS
 KV7118  USGS QUAD   -  BOONTON (1981)
 KV7118
 KV7118                         *CURRENT SURVEY CONTROL
 KV7118  ___________________________________________________________________
 KV7118* NAD 83(1996)-  40 56 21.14249(N)    074 25 32.66341(W)     ADJUSTED  
 KV7118* NAVD 88     -       159.1    (meters)     522.     (feet)  GPS OBS   
 KV7118  ___________________________________________________________________
 KV7118  X           -   1,295,480.642 (meters)                     COMP
 KV7118  Y           -  -4,647,950.885 (meters)                     COMP
 KV7118  Z           -   4,157,408.487 (meters)                     COMP
 KV7118  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 KV7118  ELLIP HEIGHT-         126.58  (meters)          (10/23/02) GPS OBS
 KV7118  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV7118
 KV7118  HORZ ORDER  -  FIRST
 KV7118  ELLP ORDER  -  FOURTH    CLASS I
 KV7118
 KV7118.The horizontal coordinates were established by GPS observations
 KV7118.and adjusted by the National Geodetic Survey in May 1999..
 KV7118
 KV7118.The orthometric height was determined by GPS observations and a
 KV7118.high-resolution geoid model.
 KV7118
 KV7118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7118
 KV7118.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7118
 KV7118.The ellipsoidal height was determined by GPS observations
 KV7118.and is referenced to NAD 83.
 KV7118
 KV7118.The geoid height was determined by GEOID03.
 KV7118
 KV7118;                    North         East     Units Scale Factor Converg.
 KV7118;SPC NJ       -   233,799.547   156,253.005   MT  0.99990048   +0 02 55.2
 KV7118;SPC NJ       -   767,057.35    512,640.07   sFT  0.99990048   +0 02 55.2
 KV7118;UTM  18      - 4,532,167.155   548,340.624   MT  0.99962876   +0 22 34.7
 KV7118
 KV7118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7118!SPC NJ       -   0.99998014  x   0.99990048  =   0.99988063
 KV7118!UTM  18      -   0.99998014  x   0.99962876  =   0.99960891
 KV7118
 KV7118                          SUPERSEDED SURVEY CONTROL
 KV7118
 KV7118  ELLIP H (05/14/99)  126.60   (m)                       GP(       ) 4 1
 KV7118  NAD 83(1996)-  40 56 21.14190(N)    074 25 32.66413(W) AD(       ) 1
 KV7118  NAD 83(1986)-  40 56 21.14098(N)    074 25 32.66457(W) AD(       ) 1
 KV7118
 KV7118.Superseded values are not recommended for survey control.
 KV7118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7118.See file dsdata.txt to determine how the superseded data were derived.
 KV7118
 KV7118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4834132167(NAD 83)
 KV7118_MARKER: DD = SURVEY DISK
 KV7118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7118_SP_SET: CONCRETE POST
 KV7118_STAMPING: 14 X 1 1993
 KV7118_MARK LOGO: NJGS  
 KV7118_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7118+STABILITY: SURFACE MOTION
 KV7118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7118+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2006
 KV7118
 KV7118  HISTORY     - Date     Condition        Report By
 KV7118  HISTORY     - 1993     MONUMENTED       NJGS
 KV7118  HISTORY     - 19930914 GOOD             NJGS
 KV7118  HISTORY     - 20020821 GOOD             AASCO
 KV7118  HISTORY     - 20041010 GOOD             GEOCAC
 KV7118  HISTORY     - 20060626 GOOD             AASCO
 KV7118
 KV7118                          STATION DESCRIPTION
 KV7118
 KV7118'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7118'THE STATION IS LOCATED IN BOONTON TOWNSHIP, ON THE GROUNDS OF THE
 KV7118'BOONTON TOWNSHIP FIRE DEPARTMENT SATELLITE STATION.  TO REACH THE
 KV7118'STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 287 AND WOOTEN
 KV7118'STREET AT INTERCHANGE 44B, GO NORTHWEST ON WOOTTEN STREET FOR 0.65 MI
 KV7118'(1.05 KM) TO THE JUNCTION WITH BOONTON AVENUE, COUNTY ROAD 511. TURN
 KV7118'RIGHT AND GO 2.0 MI (3.2 KM) NORTH NORTHEAST ON COUNTY ROAD 511 TO
 KV7118'THE JUNCTION WITH ROCKAWAY VALLEY ROAD.  TURN LEFT AND GO 1.7 MI
 KV7118'(2.7 KM) WEST ON ROCKAWAY VALLEY ROAD, TOWARDS POWERVILLE, TO THE
 KV7118'STATION ON THE LEFT, SET FLUSH WITH THE GROUND AT THE SOUTHEAST
 KV7118'CORNER OF THE FIRE DEPARTMENT PROPERTY, NORTHWEST OF A GRASS RUNWAY
 KV7118'FOR A PRIVATE AIRPORT.  THE STATION IS 51.0 M (167.3 FT) SOUTHWEST
 KV7118'FROM THE CENTERLINE OF ROCKAWAY VALLEY ROAD, 16.5 M (54.1 FT) SOUTH
 KV7118'SOUTHEAST FROM THE NORTH CORNER OF THE FIRE DEPARTMENT BUILDING, 27.7
 KV7118'M (90.9 FT) SOUTH SOUTHWEST FROM THE EAST CORNER OF THE FIRE
 KV7118'DEPARTMENT BUILDING, 40.1 M (131.6 FT) SOUTHWEST FROM A FLAGPOLE AT
 KV7118'THE DOOLITTLE MEMORIAL PLAQUE, 2.3 M (7.5 FT) NORTH NORTHWEST FROM
 KV7118'THE SOUTHEAST CHAIN LINK FENCE, 2.4 M (7.9 FT) NORTH NORTHEAST FROM
 KV7118'THE SOUTHWEST CHAIN LINK FENCE AND 3.2 M (10.5 FT) NORTH FROM THE
 KV7118'SOUTH CORNER OF THE FENCES.
 KV7118
 KV7118                          STATION RECOVERY (2002)
 KV7118
 KV7118'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (GLB)
 KV7118'RECOVERED IN GOOD CONDITION.
 KV7118
 KV7118                          STATION RECOVERY (2004)
 KV7118
 KV7118'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 KV7118'RECOVERED IN GOOD CONDITION.
 KV7118
 KV7118                          STATION RECOVERY (2006)
 KV7118
 KV7118'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV7118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2915 ***********************************************************************
 LY2915  DESIGNATION -  14 Y 1
 LY2915  PID         -  LY2915
 LY2915  STATE/COUNTY-  NJ/MORRIS
 LY2915  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY2915
 LY2915                         *CURRENT SURVEY CONTROL
 LY2915  ___________________________________________________________________
 LY2915* NAD 83(1996)-  41 01 07.63283(N)    074 28 03.50053(W)     ADJUSTED  
 LY2915* NAVD 88     -       325.2    (meters)    1067.     (feet)  GPS OBS   
 LY2915  ___________________________________________________________________
 LY2915  X           -   1,290,562.921 (meters)                     COMP
 LY2915  Y           -  -4,643,433.716 (meters)                     COMP
 LY2915  Z           -   4,164,189.694 (meters)                     COMP
 LY2915  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 LY2915  ELLIP HEIGHT-         292.73  (meters)          (10/23/02) GPS OBS
 LY2915  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 LY2915
 LY2915  HORZ ORDER  -  FIRST
 LY2915  ELLP ORDER  -  FOURTH    CLASS I
 LY2915
 LY2915.The horizontal coordinates were established by GPS observations
 LY2915.and adjusted by the National Geodetic Survey in May 1999..
 LY2915
 LY2915.The orthometric height was determined by GPS observations and a
 LY2915.high-resolution geoid model.
 LY2915
 LY2915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2915
 LY2915.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2915
 LY2915.The ellipsoidal height was determined by GPS observations
 LY2915.and is referenced to NAD 83.
 LY2915
 LY2915.The geoid height was determined by GEOID03.
 LY2915
 LY2915;                    North         East     Units Scale Factor Converg.
 LY2915;SPC NJ       -   242,634.222   152,721.650   MT  0.99990009   +0 01 16.5
 LY2915;SPC NJ       -   796,042.44    501,054.28   sFT  0.99990009   +0 01 16.5
 LY2915;UTM  18      - 4,540,979.065   544,759.748   MT  0.99962466   +0 20 57.8
 LY2915
 LY2915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2915!SPC NJ       -   0.99995408  x   0.99990009  =   0.99985418
 LY2915!UTM  18      -   0.99995408  x   0.99962466  =   0.99957876
 LY2915
 LY2915                          SUPERSEDED SURVEY CONTROL
 LY2915
 LY2915  ELLIP H (05/14/99)  292.74   (m)                       GP(       ) 4 1
 LY2915  NAD 83(1996)-  41 01 07.63264(N)    074 28 03.50081(W) AD(       ) 1
 LY2915  NAD 83(1986)-  41 01 07.63255(N)    074 28 03.50222(W) AD(       ) 1
 LY2915
 LY2915.Superseded values are not recommended for survey control.
 LY2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2915.See file dsdata.txt to determine how the superseded data were derived.
 LY2915
 LY2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4476040979(NAD 83)
 LY2915_MARKER: DD = SURVEY DISK
 LY2915_SETTING: 66 = SET IN ROCK OUTCROP
 LY2915_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LY2915_STAMPING: 14 Y 1 1993
 LY2915_MARK LOGO: NJGS  
 LY2915_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2915_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2915+STABILITY: POSITION/ELEVATION WELL
 LY2915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2915+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2006
 LY2915
 LY2915  HISTORY     - Date     Condition        Report By
 LY2915  HISTORY     - 1993     MONUMENTED       NJGS
 LY2915  HISTORY     - 19930914 GOOD             NJGS
 LY2915  HISTORY     - 20060920 GOOD             AASCO
 LY2915
 LY2915                          STATION DESCRIPTION
 LY2915
 LY2915'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 LY2915'THE STATION IS LOCATED IN ROCKAWAY TOWNSHIP, ON THE GROUNDS OF THE
 LY2915'GREEN POND BIBLE CHAPEL, P.O. BOX 99, GREEN POND, NEW JERSEY 07435.
 LY2915'CONTACT MR. JOHN LUSK, MINISTER, PHONE  201 697 0990 OR 201 697 0938
 LY2915'BEFORE OCCUPYING THE STATION.  TO REACH THE STATION FROM THE
 LY2915'INTERSECTION OF STATE HIGHWAY 23 SOUTHBOUND LANES AND COUNTY ROAD
 LY2915'513, GREEN POND ROAD, IN NEWFOUNDLAND, GO 2.7 MI (4.3 KM) SOUTH
 LY2915'SOUTHWEST ON COUNTY ROAD 513 TO THE CHAPEL AND A PAVED DRIVEWAY ON
 LY2915'THE RIGHT. THE CHAPEL IS ALSO ABOUT 0.4 MI (0.6 KM) NORTHEAST FROM
 LY2915'THE JUNCTION WITH JOHNSON ROAD.  TURN RIGHT AND GO 0.05 MI (0.08 KM)
 LY2915'NORTHWEST ON THE PAVED DRIVEWAY TO THE STATION ON THE RIGHT, SET FLUSH
 LY2915'IN A DRILL HOLE IN A 2.0 M (6.6 FT) BY 1.0 M (3.3 FT) ROCK OUTCROP AT
 LY2915'THE SOUTHWEST SIDE OF THE CHAPEL BUILDING.  THE STATION IS 9.6 M
 LY2915'(31.5 FT) SOUTH FROM THE NORTHWEST CORNER OF THE CHAPEL BUILDING,
 LY2915'5.75 M (18.86 FT) SOUTHWEST FROM AND NORMAL TO THE CHAPEL BUILDING,
 LY2915'27.3 M (89.6 FT) NORTHWEST FROM THE SOUTHWEST CORNER OF THE CHAPEL
 LY2915'BUILDING AND 3.5 M (11.5 FT) NORTHEAST FROM THE EAST CURBLINE OF THE
 LY2915'PAVED DRIVEWAY.  THE STATION PROJECTS ABOUT 0.3 M (1.0 FT) ABOVE THE
 LY2915'GROUND.
 LY2915
 LY2915                          STATION RECOVERY (2006)
 LY2915
 LY2915'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 LY2915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0979 ***********************************************************************
 KV0979  DESIGNATION -  140
 KV0979  PID         -  KV0979
 KV0979  STATE/COUNTY-  NJ/MIDDLESEX
 KV0979  USGS QUAD   -  JAMESBURG (1981)
 KV0979
 KV0979                         *CURRENT SURVEY CONTROL
 KV0979  ___________________________________________________________________
 KV0979* NAD 83(1986)-  40 20 46.     (N)    074 28 56.     (W)     SCALED    
 KV0979* NAVD 88     -        41.112  (meters)     134.88   (feet)  ADJUSTED  
 KV0979  ___________________________________________________________________
 KV0979  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV0979  DYNAMIC HT  -          41.094 (meters)     134.82  (feet)  COMP
 KV0979  MODELED GRAV-     980,193.4   (mgal)                       NAVD 88
 KV0979
 KV0979  VERT ORDER  -  FIRST     CLASS II
 KV0979
 KV0979.The horizontal coordinates were scaled from a topographic map and have
 KV0979.an estimated accuracy of +/- 6 seconds.
 KV0979
 KV0979.The orthometric height was determined by differential leveling
 KV0979.and adjusted by the National Geodetic Survey in June 1991..
 KV0979
 KV0979.The geoid height was determined by GEOID03.
 KV0979
 KV0979.The dynamic height is computed by dividing the NAVD 88
 KV0979.geopotential number by the normal gravity value computed on the
 KV0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0979.degrees latitude (g = 980.6199 gals.).
 KV0979
 KV0979.The modeled gravity was interpolated from observed gravity values.
 KV0979
 KV0979;                    North         East    Units  Estimated Accuracy
 KV0979;SPC NJ       -   167,940.      151,510.      MT  (+/- 180 meters Scaled)
 KV0979
 KV0979                          SUPERSEDED SURVEY CONTROL
 KV0979
 KV0979.No superseded survey control is available for this station.
 KV0979
 KV0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK439663(NAD 83)
 KV0979_MARKER: DB = BENCH MARK DISK
 KV0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0979_STAMPING: 140
 KV0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0979+STABILITY: SURFACE MOTION
 KV0979
 KV0979  HISTORY     - Date     Condition        Report By
 KV0979  HISTORY     - UNK      MONUMENTED       NJGS
 KV0979  HISTORY     - 1974     GOOD             NGS
 KV0979  HISTORY     - 19910628 MARK NOT FOUND   NJGS
 KV0979
 KV0979                          STATION DESCRIPTION
 KV0979
 KV0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV0979'2.4 MI W FROM JAMESBURG.
 KV0979'2.35 MILES WEST ALONG FORESGATE DRIVE AND STATE HIGHWAY 32 FROM THE
 KV0979'JAMESBURG HIGH SCHOOL AT JAMESBURG, ABOUT 105 YARDS SOUTH OF THE
 KV0979'INTERSECTION OF STATE HIGHWAY 535, IN THE EDGE OF A CULTIVATED
 KV0979'FIELD, 59.7 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 535,
 KV0979'198 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE TORRINGTON
 KV0979'COMPANY BUILDING, 51.4 FEET SOUTHEAST OF POWER POLE E644288-SB WITH
 KV0979'TWO GUY WIRES, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND SET IN
 KV0979'THE TOP OF A 4-INCH CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 KV0979'GROUND.
 KV0979
 KV0979                          STATION RECOVERY (1991)
 KV0979
 KV0979'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV0979'THE STATION WAS SEARCHED ON 28 JUNE 1991 AND NOT RECOVERED AFTER A
 KV0979'ONE HOUR SEARCH BY A TWO MAN PARTY.  THE AREA HAS BEEN REGRADED AND
 KV0979'THE STATION CAN BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0499 ***********************************************************************
 KV0499  DESIGNATION -  1409
 KV0499  PID         -  KV0499
 KV0499  STATE/COUNTY-  NJ/BERGEN
 KV0499  USGS QUAD   -  HACKENSACK (1997)
 KV0499
 KV0499                         *CURRENT SURVEY CONTROL
 KV0499  ___________________________________________________________________
 KV0499* NAD 83(1986)-  40 54 01.     (N)    074 02 10.     (W)     SCALED    
 KV0499* NAVD 88     -         7.469  (meters)      24.50   (feet)  ADJUSTED  
 KV0499  ___________________________________________________________________
 KV0499  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV0499  DYNAMIC HT  -           7.466 (meters)      24.49  (feet)  COMP
 KV0499  MODELED GRAV-     980,240.9   (mgal)                       NAVD 88
 KV0499
 KV0499  VERT ORDER  -  SECOND    CLASS 0
 KV0499
 KV0499.The horizontal coordinates were scaled from a topographic map and have
 KV0499.an estimated accuracy of +/- 6 seconds.
 KV0499
 KV0499.The orthometric height was determined by differential leveling
 KV0499.and adjusted by the National Geodetic Survey in June 1991..
 KV0499
 KV0499.The geoid height was determined by GEOID03.
 KV0499
 KV0499.The dynamic height is computed by dividing the NAVD 88
 KV0499.geopotential number by the normal gravity value computed on the
 KV0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0499.degrees latitude (g = 980.6199 gals.).
 KV0499
 KV0499.The modeled gravity was interpolated from observed gravity values.
 KV0499
 KV0499;                    North         East    Units  Estimated Accuracy
 KV0499;SPC NJ       -   229,580.      189,080.      MT  (+/- 180 meters Scaled)
 KV0499
 KV0499                          SUPERSEDED SURVEY CONTROL
 KV0499
 KV0499  NGVD 29 (??/??/??)    7.776  (m)           25.51   (f) ADJUSTED    2 0
 KV0499
 KV0499.Superseded values are not recommended for survey control.
 KV0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0499.See file dsdata.txt to determine how the superseded data were derived.
 KV0499
 KV0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL811281(NAD 83)
 KV0499_MARKER: DB = BENCH MARK DISK
 KV0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0499_STAMPING: 1409 25.539
 KV0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0499+STABILITY: SURFACE MOTION
 KV0499
 KV0499  HISTORY     - Date     Condition        Report By
 KV0499  HISTORY     - 1956     MONUMENTED       NJGS
 KV0499  HISTORY     - 1956     GOOD             CGS
 KV0499  HISTORY     - 1984     GOOD             LOCENG
 KV0499  HISTORY     - 19901118 MARK NOT FOUND   USPSQD
 KV0499  HISTORY     - 19920221 MARK NOT FOUND   NJGS
 KV0499  HISTORY     - 20060617 MARK NOT FOUND   GEOCAC
 KV0499
 KV0499                          STATION DESCRIPTION
 KV0499
 KV0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0499'AT HACKENSACK.
 KV0499'AT HACKENSACK, ALONG HACKENSACK AVENUE, BETWEEN EMERALD STREET
 KV0499'AND DEVOE PLACE, 110.7 FEET NORTH OF THE CENTER LINE OF EMERALD
 KV0499'STREET, 30 FEET SOUTH OF THE CENTER LINE OF DEVOE PLACE, 10
 KV0499'FEET WEST OF THE WEST CURB OF HACKENSACK AVENUE, 10 FEET SOUTHWEST
 KV0499'OF A 8-INCH MAPLE TREE, AT THE WEST EDGE OF A CONCRETE SIDEWALK
 KV0499'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KV0499
 KV0499                          STATION RECOVERY (1984)
 KV0499
 KV0499'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984
 KV0499'RECOVERED IN GOOD CONDITION.
 KV0499
 KV0499                          STATION RECOVERY (1990)
 KV0499
 KV0499'RECOVERY NOTE BY US POWER SQUADRON 1990 (VFG)
 KV0499'MARK NOT FOUND.
 KV0499
 KV0499                          STATION RECOVERY (1992)
 KV0499
 KV0499'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KV0499'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV0499'SEARCH BY A TWO MAN PARTY.  A NEW RESTAURANT HAS BEEN BUILT IN THE
 KV0499'AREA OF THE MARK.  THE STATION IS CONSIDERED LOST.
 KV0499
 KV0499                          STATION RECOVERY (2006)
 KV0499
 KV0499'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0499'AS PREVIOUSLY NOTED, A RESTAURANT HAS BEEN BUILT AT THIS LOCATION.
 KV0499'THE NEW SIDEWALK WAS MOVED A FEW FEET EAST, CLOSER TO HACKENSACK
 KV0499'AVENUE.  IF THE MARK EXISTS, IT IS UNDER THE GARDEN IN FRONT OF THE
 KV0499'RESTAURANT.  THIS MARK SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6021 ***********************************************************************
 KV6021  DESIGNATION -  14100
 KV6021  PID         -  KV6021
 KV6021  STATE/COUNTY-  NJ/MERCER
 KV6021  USGS QUAD   -  TRENTON EAST (1981)
 KV6021
 KV6021                         *CURRENT SURVEY CONTROL
 KV6021  ___________________________________________________________________
 KV6021* NAD 83(1986)-  40 12 57.     (N)    074 44 33.     (W)     SCALED    
 KV6021* NAVD 88     -        18.272  (meters)      59.95   (feet)  ADJUSTED  
 KV6021  ___________________________________________________________________
 KV6021  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KV6021  DYNAMIC HT  -          18.264 (meters)      59.92  (feet)  COMP
 KV6021  MODELED GRAV-     980,180.6   (mgal)                       NAVD 88
 KV6021
 KV6021  VERT ORDER  -  FIRST     CLASS I
 KV6021
 KV6021.The horizontal coordinates were scaled from a topographic map and have
 KV6021.an estimated accuracy of +/- 6 seconds.
 KV6021
 KV6021.The orthometric height was determined by differential leveling
 KV6021.and adjusted by the National Geodetic Survey in June 1991..
 KV6021
 KV6021.The geoid height was determined by GEOID03.
 KV6021
 KV6021.The dynamic height is computed by dividing the NAVD 88
 KV6021.geopotential number by the normal gravity value computed on the
 KV6021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6021.degrees latitude (g = 980.6199 gals.).
 KV6021
 KV6021.The modeled gravity was interpolated from observed gravity values.
 KV6021
 KV6021;                    North         East    Units  Estimated Accuracy
 KV6021;SPC NJ       -   153,510.      129,360.      MT  (+/- 180 meters Scaled)
 KV6021
 KV6021                          SUPERSEDED SURVEY CONTROL
 KV6021
 KV6021  NGVD 29 (01/10/92)   18.599  (m)           61.02   (f) ADJUSTED    1 1
 KV6021
 KV6021.Superseded values are not recommended for survey control.
 KV6021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6021.See file dsdata.txt to determine how the superseded data were derived.
 KV6021
 KV6021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK219517(NAD 83)
 KV6021_MARKER: DD = SURVEY DISK
 KV6021_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6021_SP_SET: SIDEWALK
 KV6021_STAMPING: 14100
 KV6021_MARK LOGO: NJGS  
 KV6021_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6021+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1988
 KV6021
 KV6021  HISTORY     - Date     Condition        Report By
 KV6021  HISTORY     - 1948     MONUMENTED       NJGS
 KV6021  HISTORY     - 19881111 GOOD             NJGS
 KV6021
 KV6021                          STATION DESCRIPTION
 KV6021
 KV6021'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6021'IN TRENTON, IN FRONT OF HOUSE NUMBER 649, ON THE WEST SIDE OF CHAMBERS
 KV6021'STREET, 2.15 M (7.1 FT) SOUTH OF POLE NUMBER E66545TN, 1.9 M (6.2 FT)
 KV6021'WEST OF THE WEST CURB OF CHAMBER STREET, 3.8 M (12.5 FT) NORTHEAST OF
 KV6021'THE SOUTHEAST CORNER OF A PORCH OF HOUSE NUMBER 649, 2.5 M (8.2 FT)
 KV6021'SOUTHEAST OF THE NORTHEAST CORNER OF HOUSE NUMBER 649, SET FLUSH WITH
 KV6021'THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6797 ***********************************************************************
 KV6797  DESIGNATION -  14112
 KV6797  PID         -  KV6797
 KV6797  STATE/COUNTY-  NJ/MERCER
 KV6797  USGS QUAD   -  PRINCETON (1981)
 KV6797
 KV6797                         *CURRENT SURVEY CONTROL
 KV6797  ___________________________________________________________________
 KV6797* NAD 83(1996)-  40 16 25.58538(N)    074 40 09.99592(W)     ADJUSTED  
 KV6797* NAVD 88     -        21.3    (meters)      70.     (feet)  VERTCON   
 KV6797  ___________________________________________________________________
 KV6797  X           -   1,288,387.119 (meters)                     COMP
 KV6797  Y           -  -4,699,701.072 (meters)                     COMP
 KV6797  Z           -   4,101,218.208 (meters)                     COMP
 KV6797  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 KV6797  ELLIP HEIGHT-         -11.82  (meters)          (10/23/02) GPS OBS
 KV6797  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KV6797
 KV6797  HORZ ORDER  -  FIRST
 KV6797  ELLP ORDER  -  FOURTH    CLASS I
 KV6797
 KV6797.The horizontal coordinates were established by GPS observations
 KV6797.and adjusted by the National Geodetic Survey in May 1999..
 KV6797
 KV6797.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6797
 KV6797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6797
 KV6797.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6797
 KV6797.The ellipsoidal height was determined by GPS observations
 KV6797.and is referenced to NAD 83.
 KV6797
 KV6797.The geoid height was determined by GEOID03.
 KV6797
 KV6797;                    North         East     Units Scale Factor Converg.
 KV6797;SPC NJ       -   159,924.227   135,589.971   MT  0.99990256   -0 06 34.3
 KV6797;SPC NJ       -   524,684.73    444,848.10   sFT  0.99990256   -0 06 34.3
 KV6797;UTM  18      - 4,458,196.550   528,103.237   MT  0.99960972   +0 12 49.3
 KV6797
 KV6797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6797!SPC NJ       -   1.00000185  x   0.99990256  =   0.99990441
 KV6797!UTM  18      -   1.00000185  x   0.99960972  =   0.99961157
 KV6797
 KV6797                          SUPERSEDED SURVEY CONTROL
 KV6797
 KV6797  ELLIP H (05/14/99)  -11.81   (m)                       GP(       ) 4 1
 KV6797  NAD 83(1986)-  40 16 25.58505(N)    074 40 09.99813(W) AD(       ) 1
 KV6797  NGVD 29 (09/20/93)   21.6    (m)           71.     (f) GPS OBS        
 KV6797
 KV6797.Superseded values are not recommended for survey control.
 KV6797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6797.See file dsdata.txt to determine how the superseded data were derived.
 KV6797
 KV6797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2810358197(NAD 83)
 KV6797_MARKER: DD = SURVEY DISK
 KV6797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6797_SP_SET: CONCRETE POST
 KV6797_STAMPING: 14112
 KV6797_MARK LOGO: NJGS  
 KV6797_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6797+STABILITY: SURFACE MOTION
 KV6797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6797+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1991
 KV6797
 KV6797  HISTORY     - Date     Condition        Report By
 KV6797  HISTORY     - 1936     MONUMENTED       NJGS
 KV6797  HISTORY     - 19900426 GOOD
 KV6797  HISTORY     - 19911203 GOOD             NJGS
 KV6797
 KV6797                          STATION DESCRIPTION
 KV6797
 KV6797'DESCRIBED 1990
 KV6797'RECOVERED IN GOOD CONDITION.
 KV6797
 KV6797                          STATION RECOVERY (1991)
 KV6797
 KV6797'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV6797'THE STATION IS LOCATED IN LAWRENCE TOWNSHIP, ON THE EAST SIDE OF
 KV6797'QUAKERBRIDGE ROAD, COUNTY ROAD 533, ON THE SOUTHWEST SIDE OF THE
 KV6797'ENTRANCE TO MERCER COUNTY CENTRAL PARK.  THE STATION IS ABOUT 0.64 KM
 KV6797'(0.40 MI) SOUTHEAST OF THE QUAKERBRIDGE ROAD BRIDGE OVER THE AMTRAK
 KV6797'NEW YORK DIVISION MAINLINE TRACKS.  TO REACH THE STATION FROM THE
 KV6797'JUNCTION OF QUAKERBRIDGE ROAD AND U.S.HIGHWAY 1, GO 2.88 KM
 KV6797'(1.80 MI) SOUTHEAST ON QUAKERBRIDGE ROAD TO THE MERCER COUNTY CENTRAL
 KV6797'PARK ENTRANCE AND THE STATION ON THE LEFT.  THE STATION IS 10.8 M
 KV6797'(35.4 FT) EAST SOUTHEAST OF THE CENTERLINE OF QUAKERBRIDGE ROAD, 4.2
 KV6797'M (13.8 FT) SOUTH SOUTHWEST OF THE CENTERLINE OF THE PARK ENTRANCE
 KV6797'ROAD, 7.6 M (24.9 FT) EAST NORTHEAST OF THE NORTHEAST CORNER OF AN
 KV6797'INLET, 18.0 M (59.1 FT) NORTHEAST OF POLE NUMBER 63556 A, 3.4 M
 KV6797'(11.2 FT) EAST SOUTHEAST OF THE GUTTERLINE AND 17.5 M (57.4 FT) SOUTH
 KV6797'SOUTHWEST OF POLE NUMBER E60996 LA.  THE STATION IS 0.1 M (0.3 FT)
 KV6797'BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6698 ***********************************************************************
 AB6698  DESIGNATION -  14121
 AB6698  PID         -  AB6698
 AB6698  STATE/COUNTY-  NJ/MERCER
 AB6698  USGS QUAD   -  PRINCETON (1981)
 AB6698
 AB6698                         *CURRENT SURVEY CONTROL
 AB6698  ___________________________________________________________________
 AB6698* NAD 83(1986)-  40 21 09.     (N)    074 38 59.     (W)     SCALED    
 AB6698* NAVD 88     -        54.317  (meters)     178.21   (feet)  ADJUSTED  
 AB6698  ___________________________________________________________________
 AB6698  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 AB6698  DYNAMIC HT  -          54.292 (meters)     178.12  (feet)  COMP
 AB6698  MODELED GRAV-     980,164.3   (mgal)                       NAVD 88
 AB6698
 AB6698  VERT ORDER  -  FIRST     CLASS II
 AB6698
 AB6698.The horizontal coordinates were scaled from a topographic map and have
 AB6698.an estimated accuracy of +/- 6 seconds.
 AB6698
 AB6698.The orthometric height was determined by differential leveling
 AB6698.and adjusted by the National Geodetic Survey in September 1996..
 AB6698
 AB6698.The geoid height was determined by GEOID03.
 AB6698
 AB6698.The dynamic height is computed by dividing the NAVD 88
 AB6698.geopotential number by the normal gravity value computed on the
 AB6698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6698.degrees latitude (g = 980.6199 gals.).
 AB6698
 AB6698.The modeled gravity was interpolated from observed gravity values.
 AB6698
 AB6698;                    North         East    Units  Estimated Accuracy
 AB6698;SPC NJ       -   168,660.      137,280.      MT  (+/- 180 meters Scaled)
 AB6698
 AB6698                          SUPERSEDED SURVEY CONTROL
 AB6698
 AB6698.No superseded survey control is available for this station.
 AB6698
 AB6698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK297669(NAD 83)
 AB6698_MARKER: DD = SURVEY DISK
 AB6698_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB6698_SP_SET: SIDEWALK
 AB6698_STAMPING: 14121
 AB6698_MARK LOGO: NJGS  
 AB6698_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6698+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1995
 AB6698
 AB6698  HISTORY     - Date     Condition        Report By
 AB6698  HISTORY     - UNK      MONUMENTED       NJGS
 AB6698  HISTORY     - 19950405 GOOD             NJGS
 AB6698
 AB6698                          STATION DESCRIPTION
 AB6698
 AB6698'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 AB6698'THE STATION IS LOCATED IN THE BOROUGH OF PRINCETON ON THE SOUTH SIDE
 AB6698'OF NASSAU STREET, STATE ROUTE 27, JUST EAST FROM THE JUNCTION WITH
 AB6698'MURRAY STREET.  THE STATION 0.3 M (1.0 FT) SOUTH FROM THE SOUTH
 AB6698'GUTTERLINE OF NASSAU STREET, 15.25 M (50.03 FT) EAST FROM THE CURBLINE
 AB6698'OF MURRAY STREET, 12.65 M (41.50 FT) NORTHWEST FROM A METAL SUNOCO
 AB6698'SIGN AND 15.35 M (50.36 FT) WEST FROM A WOODEN LIGHT POLE NUMBER 1128.
 AB6698'THE STATION IS SET FLUSH IN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6665 ***********************************************************************
 KV6665  DESIGNATION -  14191
 KV6665  PID         -  KV6665
 KV6665  STATE/COUNTY-  NJ/MERCER
 KV6665  USGS QUAD   -  PRINCETON (1981)
 KV6665
 KV6665                         *CURRENT SURVEY CONTROL
 KV6665  ___________________________________________________________________
 KV6665* NAD 83(1986)-  40 20 45.     (N)    074 38 19.     (W)     SCALED    
 KV6665* NAVD 88     -        30.722  (meters)     100.79   (feet)  ADJUSTED  
 KV6665  ___________________________________________________________________
 KV6665  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KV6665  DYNAMIC HT  -          30.708 (meters)     100.75  (feet)  COMP
 KV6665  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 KV6665
 KV6665  VERT ORDER  -  FIRST     CLASS II
 KV6665
 KV6665.The horizontal coordinates were scaled from a topographic map and have
 KV6665.an estimated accuracy of +/- 6 seconds.
 KV6665
 KV6665.The orthometric height was determined by differential leveling
 KV6665.and adjusted by the National Geodetic Survey in April 1995..
 KV6665
 KV6665.The geoid height was determined by GEOID03.
 KV6665
 KV6665.The dynamic height is computed by dividing the NAVD 88
 KV6665.geopotential number by the normal gravity value computed on the
 KV6665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6665.degrees latitude (g = 980.6199 gals.).
 KV6665
 KV6665.The modeled gravity was interpolated from observed gravity values.
 KV6665
 KV6665;                    North         East    Units  Estimated Accuracy
 KV6665;SPC NJ       -   167,920.      138,230.      MT  (+/- 180 meters Scaled)
 KV6665
 KV6665                          SUPERSEDED SURVEY CONTROL
 KV6665
 KV6665  NGVD 29 (01/10/92)   31.056  (m)          101.89   (f) ADJUSTED    1 2
 KV6665
 KV6665.Superseded values are not recommended for survey control.
 KV6665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6665.See file dsdata.txt to determine how the superseded data were derived.
 KV6665
 KV6665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK306662(NAD 83)
 KV6665_MARKER: DD = SURVEY DISK
 KV6665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6665_SP_SET: CONCRETE POST
 KV6665_STAMPING: 14191
 KV6665_MARK LOGO: NJGS  
 KV6665_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6665+STABILITY: SURFACE MOTION
 KV6665_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6665+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1995
 KV6665
 KV6665  HISTORY     - Date     Condition        Report By
 KV6665  HISTORY     - 1950     MONUMENTED       NJGS
 KV6665  HISTORY     - 19911104 GOOD             NJGS
 KV6665  HISTORY     - 19950525 GOOD             NJGS
 KV6665
 KV6665                          STATION DESCRIPTION
 KV6665
 KV6665'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6665'THE STATION IS LOCATED IN PRINCETON TOWNSHIP, ON THE EAST SIDE OF
 KV6665'HARRISON STREET, COUNTY ROAD 629.  TO REACH THE STATION FROM THE
 KV6665'CENTERLINE OF THE HARRISON STREET BRIDGE OVER CARNEGIE LAKE, GO
 KV6665'NORTHWEST ON HARRISON STREET FOR 0.20 MI (0.32 KM) TO THE STATION ON
 KV6665'THE RIGHT.  THE STATION IS 0.45 M (1.48 FT) EAST FROM THE EAST
 KV6665'CURBLINE OF HARRISON STREET, 5.10 M (16.73 FT) EAST FROM THE
 KV6665'CENTERLINE OF HARRISON STREET, 28.2 M (92.5 FT) SOUTH FROM THE
 KV6665'CENTERLINE OF HARTLEY AVENUE, 3.15 M (10.33 FT) NORTH FROM A POLE
 KV6665'WITH NO NUMBER, 1.60 M (5.25 FT) SOUTH SOUTHEAST FROM A DRILL HOLE IN
 KV6665'THE CURB AND 10.3 M (33.8 FT) EAST NORTHEAST FROM A TWENTY FIVE SPEED
 KV6665'LIMIT SIGN.  THE STATION IS FLUSH WITH THE GROUND AND THE CURB.
 KV6665
 KV6665                          STATION RECOVERY (1995)
 KV6665
 KV6665'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV6665'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1621 ***********************************************************************
 KU1621  DESIGNATION -  1440
 KU1621  PID         -  KU1621
 KU1621  STATE/COUNTY-  NJ/BERGEN
 KU1621  USGS QUAD   -  YONKERS (1979)
 KU1621
 KU1621                         *CURRENT SURVEY CONTROL
 KU1621  ___________________________________________________________________
 KU1621* NAD 83(1986)-  40 56 32.     (N)    073 55 20.     (W)     SCALED    
 KU1621* NAVD 88     -       135.961  (meters)     446.07   (feet)  ADJUSTED  
 KU1621  ___________________________________________________________________
 KU1621  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 KU1621  DYNAMIC HT  -         135.912 (meters)     445.90  (feet)  COMP
 KU1621  MODELED GRAV-     980,260.7   (mgal)                       NAVD 88
 KU1621
 KU1621  VERT ORDER  -  SECOND    CLASS 0
 KU1621
 KU1621.The horizontal coordinates were scaled from a topographic map and have
 KU1621.an estimated accuracy of +/- 6 seconds.
 KU1621
 KU1621.The orthometric height was determined by differential leveling
 KU1621.and adjusted by the National Geodetic Survey in June 1991..
 KU1621
 KU1621.The geoid height was determined by GEOID03.
 KU1621
 KU1621.The dynamic height is computed by dividing the NAVD 88
 KU1621.geopotential number by the normal gravity value computed on the
 KU1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1621.degrees latitude (g = 980.6199 gals.).
 KU1621
 KU1621.The modeled gravity was interpolated from observed gravity values.
 KU1621
 KU1621;                    North         East    Units  Estimated Accuracy
 KU1621;SPC NJ       -   234,290.      198,650.      MT  (+/- 180 meters Scaled)
 KU1621
 KU1621                          SUPERSEDED SURVEY CONTROL
 KU1621
 KU1621  NGVD 29 (??/??/92)  136.271  (m)          447.08   (f) ADJ UNCH    2 0
 KU1621
 KU1621.Superseded values are not recommended for survey control.
 KU1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1621.See file dsdata.txt to determine how the superseded data were derived.
 KU1621
 KU1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL907329(NAD 83)
 KU1621_MARKER: DB = BENCH MARK DISK
 KU1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1621_STAMPING: 1440
 KU1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1621+STABILITY: SURFACE MOTION
 KU1621
 KU1621  HISTORY     - Date     Condition        Report By
 KU1621  HISTORY     - UNK      MONUMENTED       NJGS
 KU1621  HISTORY     - 1956     GOOD             NGS
 KU1621  HISTORY     - 19920221 MARK NOT FOUND   NJGS
 KU1621
 KU1621                          STATION DESCRIPTION
 KU1621
 KU1621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1621'0.4 MI SE FROM ALPINE.
 KU1621'0.2 MILE EAST ALONG CLOSTER DOCK ROAD FROM THE ALPINE METHODIST
 KU1621'CHURCH, THENCE 0.2 MILE SOUTH ALONG U.S. HIGHWAY 9W, 0.1 MILE
 KU1621'NORTH OF THE JUNCTION OF HILLSIDE AVENUE, 120 FEET SOUTH OF THE
 KU1621'JUNCTION OF AN ASPHALT ROAD LEADING WEST, 116.7 FEET SOUTH
 KU1621'OF THE CENTER OF A LARGE IRON GATE, 69.6 FEET SOUTHEAST AND
 KU1621'ACROSS THE HIGHWAY FROM POWER LINE POLE NO. 20079 AB, 27 1/4
 KU1621'FEET SOUTHWEST OF A 32-INCH ELM TREE, 13.8 FEET EAST OF THE
 KU1621'EAST CURB OF THE HIGHWAY, 6.5 FEET WEST OF THE WEST SIDE OF
 KU1621'AN IRON AND CONCRETE FENCE, 1-FOOT ABOVE THE LEVEL OF THE
 KU1621'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KU1621'GROUND.
 KU1621
 KU1621                          STATION RECOVERY (1992)
 KU1621
 KU1621'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KU1621'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KU1621'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1616 ***********************************************************************
 KU1616  DESIGNATION -  1453
 KU1616  PID         -  KU1616
 KU1616  STATE/COUNTY-  NJ/BERGEN
 KU1616  USGS QUAD   -  YONKERS (1979)
 KU1616
 KU1616                         *CURRENT SURVEY CONTROL
 KU1616  ___________________________________________________________________
 KU1616* NAD 83(1986)-  40 55 39.     (N)    073 58 38.     (W)     SCALED    
 KU1616* NAVD 88     -        44.846  (meters)     147.13   (feet)  ADJUSTED  
 KU1616  ___________________________________________________________________
 KU1616  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 KU1616  DYNAMIC HT  -          44.830 (meters)     147.08  (feet)  COMP
 KU1616  MODELED GRAV-     980,253.3   (mgal)                       NAVD 88
 KU1616
 KU1616  VERT ORDER  -  SECOND    CLASS 0
 KU1616
 KU1616.The horizontal coordinates were scaled from a topographic map and have
 KU1616.an estimated accuracy of +/- 6 seconds.
 KU1616
 KU1616.The orthometric height was determined by differential leveling
 KU1616.and adjusted by the National Geodetic Survey in June 1991..
 KU1616
 KU1616.The geoid height was determined by GEOID03.
 KU1616
 KU1616.The dynamic height is computed by dividing the NAVD 88
 KU1616.geopotential number by the normal gravity value computed on the
 KU1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1616.degrees latitude (g = 980.6199 gals.).
 KU1616
 KU1616.The modeled gravity was interpolated from observed gravity values.
 KU1616
 KU1616;                    North         East    Units  Estimated Accuracy
 KU1616;SPC NJ       -   232,630.      194,030.      MT  (+/- 180 meters Scaled)
 KU1616
 KU1616                          SUPERSEDED SURVEY CONTROL
 KU1616
 KU1616  NGVD 29 (??/??/92)   45.153  (m)          148.14   (f) ADJ UNCH    2 0
 KU1616
 KU1616.Superseded values are not recommended for survey control.
 KU1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1616.See file dsdata.txt to determine how the superseded data were derived.
 KU1616
 KU1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL861312(NAD 83)
 KU1616_MARKER: DD = SURVEY DISK
 KU1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1616_STAMPING: 1453
 KU1616_MARK LOGO: NJGS  
 KU1616_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1616+STABILITY: SURFACE MOTION
 KU1616_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1616+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1992
 KU1616
 KU1616  HISTORY     - Date     Condition        Report By
 KU1616  HISTORY     - UNK      MONUMENTED       NJGS
 KU1616  HISTORY     - 1956     GOOD             NGS
 KU1616  HISTORY     - 19920221 GOOD             NJGS
 KU1616
 KU1616                          STATION DESCRIPTION
 KU1616
 KU1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1616'0.8 MI W FROM TENAFLY.
 KU1616'0.1 MILE WEST ALONG JAY STREET FROM THE POST OFFICE AT
 KU1616'TENAFLY, 0.7 MILE WEST ALONG RIVEREDGE ROAD, AT THE NORTHWEST
 KU1616'CORNER OF THE INTERSECTION OF RIVEREDGE ROAD AND KNICKERBOCKER
 KU1616'ROAD, 28 FEET WEST OF THE CENTERLINE OF KNICKBOCKER ROAD, 21 FEET
 KU1616'NORTH OF THE CENTERLINE OF RIVEREDGE ROAD, ABOUT 2 FEET NORTH
 KU1616'OF THE NORTH CURB OF RIVEREDGE ROAD, 1 FOOT EAST OF THE WEST
 KU1616'EDGE OF THE ASPHALT SIDEWALK, SET IN TOP OF A CONCRETE POST
 KU1616'1 INCH BELOW THE LEVEL OF SIDEWALK.
 KU1616
 KU1616                          STATION RECOVERY (1992)
 KU1616
 KU1616'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KU1616'RECOVERED AS DESCRIBED.  THE STATION NOW IS LOCATED IN THE ASPHALT
 KU1616'PAVING OF THE ROAD SINCE THE END RADIUS OF THE CURB HAS BEEN CUT BACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6703 ***********************************************************************
 KV6703  DESIGNATION -  145X
 KV6703  PID         -  KV6703
 KV6703  STATE/COUNTY-  NJ/MERCER
 KV6703  USGS QUAD   -  PRINCETON (1981)
 KV6703
 KV6703                         *CURRENT SURVEY CONTROL
 KV6703  ___________________________________________________________________
 KV6703* NAD 83(1996)-  40 19 52.78280(N)    074 38 16.70743(W)     ADJUSTED  
 KV6703* NAVD 88     -        31.8    (meters)     104.     (feet)  GPS OBS   
 KV6703  ___________________________________________________________________
 KV6703  X           -   1,289,875.171 (meters)                     COMP
 KV6703  Y           -  -4,695,014.291 (meters)                     COMP
 KV6703  Z           -   4,106,098.901 (meters)                     COMP
 KV6703  LAPLACE CORR-           5.67  (seconds)                    DEFLEC99
 KV6703  ELLIP HEIGHT-          -1.41  (meters)          (10/23/02) GPS OBS
 KV6703  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KV6703
 KV6703  HORZ ORDER  -  FIRST
 KV6703  ELLP ORDER  -  FOURTH    CLASS I
 KV6703
 KV6703.The horizontal coordinates were established by GPS observations
 KV6703.and adjusted by the National Geodetic Survey in May 1999..
 KV6703
 KV6703.The orthometric height was determined by GPS observations and a
 KV6703.high-resolution geoid model.
 KV6703
 KV6703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6703
 KV6703.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6703
 KV6703.The ellipsoidal height was determined by GPS observations
 KV6703.and is referenced to NAD 83.
 KV6703
 KV6703.The geoid height was determined by GEOID03.
 KV6703
 KV6703;                    North         East     Units Scale Factor Converg.
 KV6703;SPC NJ       -   166,309.865   138,276.157   MT  0.99990169   -0 05 21.5
 KV6703;SPC NJ       -   545,634.95    453,661.03   sFT  0.99990169   -0 05 21.5
 KV6703;UTM  18      - 4,464,595.383   530,752.564   MT  0.99961164   +0 14 03.5
 KV6703
 KV6703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6703!SPC NJ       -   1.00000022  x   0.99990169  =   0.99990191
 KV6703!UTM  18      -   1.00000022  x   0.99961164  =   0.99961186
 KV6703
 KV6703                          SUPERSEDED SURVEY CONTROL
 KV6703
 KV6703  NAD 83(1986)-  40 19 52.78257(N)    074 38 16.70941(W) AD(       ) 1
 KV6703  NGVD 29 (09/20/93)   32.1    (m)          105.     (f) GPS OBS        
 KV6703
 KV6703.Superseded values are not recommended for survey control.
 KV6703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6703.See file dsdata.txt to determine how the superseded data were derived.
 KV6703
 KV6703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3075364595(NAD 83)
 KV6703_MARKER: DD = SURVEY DISK
 KV6703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6703_SP_SET: CONCRETE POST
 KV6703_STAMPING: 145X
 KV6703_MARK LOGO: NJGS  
 KV6703_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6703+STABILITY: SURFACE MOTION
 KV6703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6703+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2003
 KV6703
 KV6703  HISTORY     - Date     Condition        Report By
 KV6703  HISTORY     - 1990     MONUMENTED       NJGS
 KV6703  HISTORY     - 19900508 GOOD             NJGS
 KV6703  HISTORY     - 19901116 GOOD             NJGS
 KV6703  HISTORY     - 20030613 GOOD             UE
 KV6703
 KV6703                          STATION DESCRIPTION
 KV6703
 KV6703'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6703'THE STATION IS LOCATED IN WEST WINDSOR TOWNSHIP, ON THE SOUTHEAST SIDE
 KV6703'OF U.S. HIGHWAY 1, IN THE SOUTHEAST GRASS ISLAND PORTION OF THE
 KV6703'TRAFFIC CIRCLE AT THE JUNCTION OF U.S. HIGHWAY 1 AND WASHINGTON ROAD,
 KV6703'SOUTHEAST OF PRINCETON, IN PENNS NECK.  THE STATION IS 5.16 FT
 KV6703'(1.57 M) NORTHWEST OF A DRILL HOLE AND CROSS CUT IN THE ROUTE 1 CURB,
 KV6703'4.98 FT (1.52 M) SOUTH SOUTHWEST OF A DRILL HOLE AND CROSS CUT IN THE
 KV6703'ROUTE 1 CURB, 6.07 FT (1.85 M) SOUTH OF A TACK IN POLE 780, 72.40 FT
 KV6703'(22.07 M) SOUTHWEST OF A TACK IN POLE 2201 WN, AND 25.0 FT (7.6 M)
 KV6703'WEST OF THE CENTER OF AN INLET IN THE SOUTHEAST CURBLINE OF THE
 KV6703'ISLAND.  THE STATION IS FLUSH WITH THE GROUND. WASHINGTON ROAD IS
 KV6703'COUNTY ROAD 526 ON THE NORTHWEST SIDE OF U.S. HIGHWAY 1 AND COUNTY
 KV6703'ROAD 571 ON THE SOUTHEAST SIDE OF U.S. HIGHWAY 1.
 KV6703
 KV6703                          STATION RECOVERY (1990)
 KV6703
 KV6703'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6703'THE STATION IS LOCATED IN WEST WINDSOR TOWNSHIP, ON THE SOUTHEAST SIDE
 KV6703'OF U.S. HIGHWAY 1, SET IN THE SOUTHEAST GRASS ISLAND PORTION OF THE
 KV6703'FORMER TRAFFIC CIRCLE AT THE JUNCTION OF U.S. HIGHWAY 1 AND
 KV6703'WASHINGTON ROAD, COUNTY ROAD 571. THE JUNCTION IS SOUTHEAST OF
 KV6703'PRINCETON, IN PENNS NECK. THE STATION IS 1.57 M (5.15 FT) NORTHWEST
 KV6703'OF A DRILL HOLE AND CROSS CUT IN THE CURBLINE OF HIGHWAY 1, 1.52 M
 KV6703'(4.99 FT) SOUTH SOUTHWEST OF ANOTHER DRILL HOLE IN THE CURB, 1.85 M
 KV6703'(6.07 FT) SOUTH OF A TACK IN POLE NUMBER 780, 22.07 M (72.41 FT)
 KV6703'SOUTHWEST OF A TACK IN POLE NUMBER 2201WN, 7.6 M (24.9 FT) WEST OF THE
 KV6703'CENTER OF A INLET IN THE CURBLINE OF THE ISLAND, AND FLUSH WITH THE
 KV6703'GROUND.
 KV6703
 KV6703                          STATION RECOVERY (2003)
 KV6703
 KV6703'RECOVERY NOTE BY URBAN ENGINEERS INC 2003 (WBF)
 KV6703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2044 ***********************************************************************
 KV2044  DESIGNATION -  15
 KV2044  PID         -  KV2044
 KV2044  STATE/COUNTY-  NJ/HUNTERDON
 KV2044  USGS QUAD   -  LUMBERVILLE (1997)
 KV2044
 KV2044                         *CURRENT SURVEY CONTROL
 KV2044  ___________________________________________________________________
 KV2044* NAD 83(1986)-  40 26 15.     (N)    075 03 47.     (W)     SCALED    
 KV2044* NAVD 88     -        30.458  (meters)      99.93   (feet)  ADJUSTED  
 KV2044  ___________________________________________________________________
 KV2044  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KV2044  DYNAMIC HT  -          30.443 (meters)      99.88  (feet)  COMP
 KV2044  MODELED GRAV-     980,139.2   (mgal)                       NAVD 88
 KV2044
 KV2044  VERT ORDER  -  FIRST     CLASS I
 KV2044
 KV2044.The horizontal coordinates were scaled from a topographic map and have
 KV2044.an estimated accuracy of +/- 6 seconds.
 KV2044
 KV2044.The orthometric height was determined by differential leveling
 KV2044.and adjusted by the National Geodetic Survey in June 1991..
 KV2044
 KV2044.The geoid height was determined by GEOID03.
 KV2044
 KV2044.The dynamic height is computed by dividing the NAVD 88
 KV2044.geopotential number by the normal gravity value computed on the
 KV2044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2044.degrees latitude (g = 980.6199 gals.).
 KV2044
 KV2044.The modeled gravity was interpolated from observed gravity values.
 KV2044
 KV2044;                    North         East    Units  Estimated Accuracy
 KV2044;SPC NJ       -   178,240.      102,230.      MT  (+/- 180 meters Scaled)
 KV2044
 KV2044                          SUPERSEDED SURVEY CONTROL
 KV2044
 KV2044  NGVD 29 (01/10/92)   30.731  (m)          100.82   (f) ADJUSTED    1 1
 KV2044
 KV2044.Superseded values are not recommended for survey control.
 KV2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2044.See file dsdata.txt to determine how the superseded data were derived.
 KV2044
 KV2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK946763(NAD 83)
 KV2044_MARKER: B = BOLT
 KV2044_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV2044_SP_SET: HEADWALL
 KV2044_MARK LOGO: NONE  
 KV2044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2044+STABILITY: SURFACE MOTION
 KV2044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2044+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1988
 KV2044
 KV2044  HISTORY     - Date     Condition        Report By
 KV2044  HISTORY     - UNK      MONUMENTED       PRR
 KV2044  HISTORY     - 1956     GOOD             CGS
 KV2044  HISTORY     - 19881010 GOOD             NJGS
 KV2044
 KV2044                          STATION DESCRIPTION
 KV2044
 KV2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV2044'6.2 MI SE FROM FRENCHTOWN.
 KV2044'6.2 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV2044'STATION AT FRENCHTOWN, 6.0 MILES NORTHWEST OF THE STATION AT
 KV2044'STOCKTON, ON TOP OF THE NORTH END OF THE WEST HEADWALL OF A
 KV2044'LARGE BOX CULVERT UNDER THE TRACK, 17.4 FEET WEST OF THE WEST
 KV2044'RAIL, 1.2 FEET SOUTH OF THE NORTH END OF THE HEADWALL, 2 FEET
 KV2044'BELOW THE LEVEL OF THE TRACK.
 KV2044
 KV2044                          STATION RECOVERY (1988)
 KV2044
 KV2044'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV2044'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV2044'10.08 KM (6.25 MI) SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE POST
 KV2044'OFFICE AT FRENCHTOWN, 9.92 KM (6.15 MI) NORTHWEST OF STOCKTON, ON TOP
 KV2044'OF THE NORTH END OF THE WEST HEADWALL OF A LARGE BOX CULVERT UNDER THE
 KV2044'ABANDONED RAILROAD GRADE, SAID CULVERT IS ALSO WEST OF CULVERT NUMBER
 KV2044'1008 155, 0.37 M (1.2 FT) SOUTH OF THE NORTH END OF THE HEADWALL AND
 KV2044'ABOUT 0.64 M (2.1 FT) BELOW GRADE OF THE PATH. MARK IS ABOUT 12.2 M
 KV2044'(40.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4339 ***********************************************************************
 JU4339  DESIGNATION -  15 A 1
 JU4339  PID         -  JU4339
 JU4339  STATE/COUNTY-  NJ/OCEAN
 JU4339  USGS QUAD   -  TOMS RIVER (1989)
 JU4339
 JU4339                         *CURRENT SURVEY CONTROL
 JU4339  ___________________________________________________________________
 JU4339* NAD 83(1996)-  39 59 20.16092(N)    074 11 47.66520(W)     ADJUSTED  
 JU4339* NAVD 88     -        22.6    (meters)      74.     (feet)  GPS OBS   
 JU4339  ___________________________________________________________________
 JU4339  X           -   1,332,682.076 (meters)                     COMP
 JU4339  Y           -  -4,708,523.857 (meters)                     COMP
 JU4339  Z           -   4,077,037.552 (meters)                     COMP
 JU4339  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 JU4339  ELLIP HEIGHT-         -10.37  (meters)          (10/23/02) GPS OBS
 JU4339  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU4339
 JU4339  HORZ ORDER  -  FIRST
 JU4339  ELLP ORDER  -  FOURTH    CLASS I
 JU4339
 JU4339.The horizontal coordinates were established by GPS observations
 JU4339.and adjusted by the National Geodetic Survey in May 1999..
 JU4339
 JU4339.The orthometric height was determined by GPS observations and a
 JU4339.high-resolution geoid model.
 JU4339
 JU4339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4339
 JU4339.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4339
 JU4339.The ellipsoidal height was determined by GPS observations
 JU4339.and is referenced to NAD 83.
 JU4339
 JU4339.The geoid height was determined by GEOID03.
 JU4339
 JU4339;                    North         East     Units Scale Factor Converg.
 JU4339;SPC NJ       -   128,329.871   175,912.357   MT  0.99990826   +0 11 42.0
 JU4339;SPC NJ       -   421,028.92    577,139.12   sFT  0.99990826   +0 11 42.0
 JU4339;UTM  18      - 4,426,838.020   568,591.696   MT  0.99965792   +0 30 58.8
 JU4339
 JU4339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4339!SPC NJ       -   1.00000163  x   0.99990826  =   0.99990989
 JU4339!UTM  18      -   1.00000163  x   0.99965792  =   0.99965955
 JU4339
 JU4339:                Primary Azimuth Mark                     Grid Az
 JU4339:SPC NJ       -  15 B 1                                   001 33 11.5
 JU4339:UTM  18      -  15 B 1                                   001 13 54.7
 JU4339
 JU4339|---------------------------------------------------------------------|
 JU4339| PID    Reference Object                     Distance      Geod. Az  |
 JU4339|                                                           dddmmss.s |
 JU4339| JU4340 15 B 1                              451.976 METERS 0014453.5 |
 JU4339|---------------------------------------------------------------------|
 JU4339
 JU4339                          SUPERSEDED SURVEY CONTROL
 JU4339
 JU4339  ELLIP H (05/14/99)  -10.39   (m)                       GP(       ) 4 1
 JU4339  NAD 83(1992)-  39 59 20.15841(N)    074 11 47.66687(W) AD(       ) 1
 JU4339  ELLIP H (04/25/94)  -10.31   (m)                       GP(       ) 3 1
 JU4339  NAD 83(1986)-  39 59 20.16076(N)    074 11 47.66813(W) AD(       ) 1
 JU4339
 JU4339.Superseded values are not recommended for survey control.
 JU4339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4339.See file dsdata.txt to determine how the superseded data were derived.
 JU4339
 JU4339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6859226838(NAD 83)
 JU4339_MARKER: DD = SURVEY DISK
 JU4339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4339_SP_SET: CONCRETE POST
 JU4339_STAMPING: 15 A 1 1989
 JU4339_MARK LOGO: NJGS  
 JU4339_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4339+STABILITY: SURFACE MOTION
 JU4339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4339+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1993
 JU4339
 JU4339  HISTORY     - Date     Condition        Report By
 JU4339  HISTORY     - 1989     MONUMENTED       NJGS
 JU4339  HISTORY     - 19910604 GOOD             NJGS
 JU4339  HISTORY     - 19930424 GOOD             NJHA
 JU4339  HISTORY     - 19990722 GOOD             USPSQD
 JU4339
 JU4339                          STATION DESCRIPTION
 JU4339
 JU4339'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 JU4339'THE STATION IS LOCATED IN DOVER TOWNSHIP.  TO REACH THE STATION FROM
 JU4339'THE JUNCTION OF STATE ROUTE 37 AND STATE ROUTE 166 AT THE DOVER
 JU4339'SHOPPING CENTER AND NORTH OF TOMS RIVER, PROCEED 0.25 MI (0.40 KM)
 JU4339'NORTH ON ROUTE 166 TO THE Y JUNCTION WITH OLD FREEHOLD ROAD, COUNTY
 JU4339'ROAD 623, FORMING THE SOUTHERLY BOUNDARY OF THE RIVERSIDE CEMETARY,
 JU4339'BEAR TO THE RIGHT AND GO 1.3 MI (2.1 KM) NORTH ON OLD FREEHOLD ROAD
 JU4339'TO THE JUNCTION WITH BEA LEA ROAD, COUNTY ROAD 571, CONTINUE AHEAD
 JU4339'FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT, SET ALONG THE ARCHED
 JU4339'PART OF A FENCE ON THE WEST SIDE OF THE BEA LEA GOLF COURSE, 11.15 M
 JU4339'(36.58 FT) NORTH OF THE SOUTH FENCE POST BEGINNING THE ARCH, 41.50 M
 JU4339'(136.15 FT) SOUTH OF THE NORTH POST ENDING THE ARCH, 5.0 M (16.4 FT)
 JU4339'WEST OF THE FENCE MEASURED PERPENDICULARLY, 10 M (32.8 FT) EAST OF THE
 JU4339'CENTERLINE OF THE ROAD WHICH MAYBE SUBJECT TO WIDENING AND FLUSH WITH
 JU4339'THE GROUND.
 JU4339
 JU4339                          STATION RECOVERY (1993)
 JU4339
 JU4339'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 JU4339'RECOVERED IN GOOD CONDITION.
 JU4339
 JU4339                          STATION RECOVERY (1999)
 JU4339
 JU4339'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU4339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6313 ***********************************************************************
 KV6313  DESIGNATION -  15 A 2
 KV6313  PID         -  KV6313
 KV6313  STATE/COUNTY-  NJ/OCEAN
 KV6313  USGS QUAD   -  ROOSEVELT (1981)
 KV6313
 KV6313                         *CURRENT SURVEY CONTROL
 KV6313  ___________________________________________________________________
 KV6313* NAD 83(1986)-  40 09 29.     (N)    074 24 20.     (W)     SCALED    
 KV6313* NAVD 88     -        50.441  (meters)     165.49   (feet)  ADJUSTED  
 KV6313  ___________________________________________________________________
 KV6313  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV6313  DYNAMIC HT  -          50.420 (meters)     165.42  (feet)  COMP
 KV6313  MODELED GRAV-     980,207.3   (mgal)                       NAVD 88
 KV6313
 KV6313  VERT ORDER  -  FIRST     CLASS II
 KV6313
 KV6313.The horizontal coordinates were scaled from a topographic map and have
 KV6313.an estimated accuracy of +/- 6 seconds.
 KV6313
 KV6313.The orthometric height was determined by differential leveling
 KV6313.and adjusted by the National Geodetic Survey in June 1991..
 KV6313
 KV6313.The geoid height was determined by GEOID03.
 KV6313
 KV6313.The dynamic height is computed by dividing the NAVD 88
 KV6313.geopotential number by the normal gravity value computed on the
 KV6313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6313.degrees latitude (g = 980.6199 gals.).
 KV6313
 KV6313.The modeled gravity was interpolated from observed gravity values.
 KV6313
 KV6313;                    North         East    Units  Estimated Accuracy
 KV6313;SPC NJ       -   147,070.      158,050.      MT  (+/- 180 meters Scaled)
 KV6313
 KV6313                          SUPERSEDED SURVEY CONTROL
 KV6313
 KV6313  NGVD 29 (01/10/92)   50.769  (m)          166.56   (f) ADJUSTED    1 2
 KV6313
 KV6313.Superseded values are not recommended for survey control.
 KV6313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6313.See file dsdata.txt to determine how the superseded data were derived.
 KV6313
 KV6313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK506454(NAD 83)
 KV6313_MARKER: Z = SEE DESCRIPTION
 KV6313_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6313_SP_SET: PREFAB CONC. POST IN EARTH
 KV6313_STAMPING: 15 A 2
 KV6313_MARK LOGO: NJGS  
 KV6313_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6313+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1989
 KV6313
 KV6313  HISTORY     - Date     Condition        Report By
 KV6313  HISTORY     - UNK      MONUMENTED       NJDT
 KV6313  HISTORY     - 19890623 GOOD             NJGS
 KV6313
 KV6313                          STATION DESCRIPTION
 KV6313
 KV6313'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6313'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6313'IN JACKSON TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6313'INTERSTATE ROUTE I195, EXIT 16, AT BRIDGE STRUCTURE 1330.165 MILEPOST
 KV6313'16.70, AND COUNTY ROUTE 537, MONMOUTH ROAD, WHICH IS THE OCEAN
 KV6313'MONMOUTH COUNTY LINE, GO EAST 1.68 KM (1.04 MI) ON INTERSTATE I195 TO
 KV6313'THE MARK ON THE LEFT, 8.1 M (26.6 FT) SOUTH FROM THE EDGE OF THE
 KV6313'WESTBOUND I195 LANES, 7.4 M (24.3 FT) NORTH FROM THE EDGE OF THE
 KV6313'EASTBOUND I195 LANES, 96.3 M (315.9 FT) EAST FROM THE EAST END OF A
 KV6313'GUIDE RAIL IN THE MEDIAN AND 153.3 M (503.0 FT) EAST FROM THE
 KV6313'CENTERLINE JUNCTION OF I195 AND COUNTY ROUTE 526, 571, TRENTON
 KV6313'CASSVILLE ROAD BRIDGE, STRUCTURE 1517.154, MILEPOST 17.66, SPANNING
 KV6313'I195.  THE STATION IS A .02 M (0.07 FT) DIAMETER BRASS PLUG IN A
 KV6313'PRECAST SQUARE CONCRETE POST SET 0.2 M (0.7 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6730 ***********************************************************************
 AB6730  DESIGNATION -  15 A 3
 AB6730  PID         -  AB6730
 AB6730  STATE/COUNTY-  NJ/OCEAN
 AB6730  USGS QUAD   -  TUCKERTON (1995)
 AB6730
 AB6730                         *CURRENT SURVEY CONTROL
 AB6730  ___________________________________________________________________
 AB6730* NAD 83(1996)-  39 36 09.89154(N)    074 20 19.20205(W)     ADJUSTED  
 AB6730* NAVD 88     -         7.631  (meters)      25.04   (feet)  ADJUSTED  
 AB6730  ___________________________________________________________________
 AB6730  X           -   1,328,406.282 (meters)                     COMP
 AB6730  Y           -  -4,738,228.515 (meters)                     COMP
 AB6730  Z           -   4,044,082.976 (meters)                     COMP
 AB6730  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 AB6730  ELLIP HEIGHT-         -25.83  (meters)          (10/23/02) GPS OBS
 AB6730  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 AB6730  DYNAMIC HT  -           7.628 (meters)      25.03  (feet)  COMP
 AB6730  MODELED GRAV-     980,153.1   (mgal)                       NAVD 88
 AB6730
 AB6730  HORZ ORDER  -  FIRST
 AB6730  VERT ORDER  -  FIRST     CLASS II
 AB6730  ELLP ORDER  -  FOURTH    CLASS I
 AB6730
 AB6730.The horizontal coordinates were established by GPS observations
 AB6730.and adjusted by the National Geodetic Survey in May 1999..
 AB6730
 AB6730.The orthometric height was determined by differential leveling
 AB6730.and adjusted by the National Geodetic Survey in September 1996..
 AB6730
 AB6730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6730
 AB6730.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6730
 AB6730.The ellipsoidal height was determined by GPS observations
 AB6730.and is referenced to NAD 83.
 AB6730
 AB6730.The geoid height was determined by GEOID03.
 AB6730
 AB6730.The dynamic height is computed by dividing the NAVD 88
 AB6730.geopotential number by the normal gravity value computed on the
 AB6730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6730.degrees latitude (g = 980.6199 gals.).
 AB6730
 AB6730.The modeled gravity was interpolated from observed gravity values.
 AB6730
 AB6730;                    North         East     Units Scale Factor Converg.
 AB6730;SPC NJ       -    85,424.000   163,854.946   MT  0.99990236   +0 06 10.2
 AB6730;SPC NJ       -   280,261.91    537,580.77   sFT  0.99990236   +0 06 10.2
 AB6730;UTM  18      - 4,383,876.492   556,777.167   MT  0.99963969   +0 25 17.7
 AB6730
 AB6730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6730!SPC NJ       -   1.00000405  x   0.99990236  =   0.99990641
 AB6730!UTM  18      -   1.00000405  x   0.99963969  =   0.99964374
 AB6730
 AB6730                          SUPERSEDED SURVEY CONTROL
 AB6730
 AB6730  ELLIP H (05/14/99)  -25.85   (m)                       GP(       ) 4 1
 AB6730  NAD 83(1986)-  39 36 09.88568(N)    074 20 19.19907(W) AD(       ) 1
 AB6730  NAVD 88 (05/14/97)    7.63   (m)           25.0    (f) LEVELING    3  
 AB6730
 AB6730.Superseded values are not recommended for survey control.
 AB6730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6730.See file dsdata.txt to determine how the superseded data were derived.
 AB6730
 AB6730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5677783876(NAD 83)
 AB6730_MARKER: DD = SURVEY DISK
 AB6730_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AB6730+WITH SETTING: PAVEMENT
 AB6730_SP_SET: WATER TANK FOUNDATION
 AB6730_STAMPING: 15 A 3 1995
 AB6730_MARK LOGO: NJGS  
 AB6730_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6730+STABILITY: SURFACE MOTION
 AB6730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6730+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 AB6730
 AB6730  HISTORY     - Date     Condition        Report By
 AB6730  HISTORY     - 1995     MONUMENTED       NJGS
 AB6730  HISTORY     - 19960523 GOOD             NJGS
 AB6730  HISTORY     - 19980220 GOOD             NJGS
 AB6730  HISTORY     - 20040501 GOOD             ECOAST
 AB6730  HISTORY     - 20050214 GOOD             ECOAST
 AB6730  HISTORY     - 20051107 GOOD             INDIV
 AB6730
 AB6730                          STATION DESCRIPTION
 AB6730
 AB6730'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 AB6730'THE STATION IS LOCATED IN THE BOROUGH OF TUCKERTON AT THE SITE OF THE
 AB6730'FORMER TUCKERTON MUNICIPAL WATER TANK LOCATION.  TO REACH THE STATION
 AB6730'FROM THE INTERSECTION OF COUNTY ROAD 539 AND U.S.  HIGHWAY 9 IN THE
 AB6730'BOROUGH OF TUCKERTON, TAKE U.S.  HIGHWAY 9 NORTHBOUND IN AN EASTERLY
 AB6730'DIRECTION FOR 0.05 MI (0.08 KM) TO THE DRIVEWAY AND PARKING LOT FOR
 AB6730'THE WOOD FUNERAL HOME AND THE TUCKERTON LIQUORS.  STATION Z 7 1930 IS
 AB6730'LOCATED AT THE NORTHEAST CORNER OF THE TUCKERTON LIQUOR STORE
 AB6730'BUILDING, WHICH WAS FORMERLY A BANK.  TURN RIGHT AND GO SOUTH FOR 82 M
 AB6730'(269.0 FT) TO THE STATION AHEAD, SET FLUSH IN THE TOP OF THE
 AB6730'SOUTHERNMOST OF SIX CONCRETE AND GRANITE FOOTINGS FOR THE FORMER
 AB6730'TUCKERTON MUNICIPAL WATER TANK.  THE STATION IS 14.0 M (45.9 FT) FROM
 AB6730'A FIRE HYDRANT, 9.1 M (29.9 FT) SOUTH FROM THE NORTHERMOST FOOTING,
 AB6730'82.0 M (269.0 FT) SOUTH FROM THE CURB LINE OF U.S.  HIGHWAY 9 AND 27.2
 AB6730'M (89.2 FT) SOUTH SOUTHWEST FROM POLE NUMBER T 2201.
 AB6730
 AB6730                          STATION RECOVERY (1996)
 AB6730
 AB6730'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996
 AB6730'THE STATION IS LOCATED IN THE BOROUGH OF TUCKERTON, AT THE SITE OF THE
 AB6730'FORMER TUCKERTON MUNICIPAL WATER TANK.  THE STATION IS SET FLUSH IN A
 AB6730'DRILL HOLE IN THE SOUTHERNMOST OF SIX CONCRETE AND GRANITE FOOTINGS
 AB6730'FOR THE REMOVED WATER TANK.  TO REACH THE STATION FROM THE JUNCTION OF
 AB6730'COUNTY ROAD 539 AND U.S.  HIGHWAY 9 IN THE BOROUGH OF TUCKERTON,
 AB6730'PROCEED 0.05 MI (0.08 KM) EAST ON NORTHBOUND U.S.  HIGHWAY 9 TO THE
 AB6730'ENTRANCE DRIVEWAY TO THE WOOD FUNERAL HOME AND THE TUCKERTON LIQUOR
 AB6730'STORE ON THE RIGHT, TURN RIGHT AND GO ABOUT 270 FT (82.3 M) SOUTH TO
 AB6730'THE STATION AHEAD.  THE STATION IS 45.9 FT (14.0 M) FROM A FIRE
 AB6730'HYDRANT, 29.9 FT (9.1 M) SOUTH FROM THE NORTHERNMOST FOOTING AND 89.2
 AB6730'FT (27.2 M) SOUTH SOUTHWEST FROM POLE NUMBER T2201.  THE STATION IS
 AB6730'ABOUT 3 FT (0.9 M) ABOVE THE GROUND.
 AB6730
 AB6730                          STATION RECOVERY (1998)
 AB6730
 AB6730'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AB6730'RECOVERED AS DESCRIBED.
 AB6730
 AB6730                          STATION RECOVERY (2004)
 AB6730
 AB6730'RECOVERY NOTE BY EAST COAST ENGINEERING 2004 (RRD)
 AB6730'RECOVERED IN GOOD CONDITION.
 AB6730
 AB6730                          STATION RECOVERY (2005)
 AB6730
 AB6730'RECOVERY NOTE BY EAST COAST ENGINEERING 2005 (JFP)
 AB6730'PICTURES AVAILABLE JFP2-AT-ECEINC.NET
 AB6730
 AB6730                          STATION RECOVERY (2005)
 AB6730
 AB6730'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAF)
 AB6730'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0089 ***********************************************************************
 KV0089  DESIGNATION -  15 A PRR
 KV0089  PID         -  KV0089
 KV0089  STATE/COUNTY-  NJ/ESSEX
 KV0089  USGS QUAD   -  ELIZABETH (1995)
 KV0089
 KV0089                         *CURRENT SURVEY CONTROL
 KV0089  ___________________________________________________________________
 KV0089* NAD 83(1986)-  40 43 25.     (N)    074 10 31.     (W)     SCALED    
 KV0089* NAVD 88     -         7.847  (meters)      25.74   (feet)  ADJUSTED  
 KV0089  ___________________________________________________________________
 KV0089  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KV0089  DYNAMIC HT  -           7.843 (meters)      25.73  (feet)  COMP
 KV0089  MODELED GRAV-     980,221.0   (mgal)                       NAVD 88
 KV0089
 KV0089  VERT ORDER  -  FIRST     CLASS II
 KV0089
 KV0089.The horizontal coordinates were scaled from a topographic map and have
 KV0089.an estimated accuracy of +/- 6 seconds.
 KV0089
 KV0089.The orthometric height was determined by differential leveling
 KV0089.and adjusted by the National Geodetic Survey in June 1991..
 KV0089
 KV0089.The geoid height was determined by GEOID03.
 KV0089
 KV0089.The dynamic height is computed by dividing the NAVD 88
 KV0089.geopotential number by the normal gravity value computed on the
 KV0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0089.degrees latitude (g = 980.6199 gals.).
 KV0089
 KV0089.The modeled gravity was interpolated from observed gravity values.
 KV0089
 KV0089;                    North         East    Units  Estimated Accuracy
 KV0089;SPC NJ       -   209,910.      177,430.      MT  (+/- 180 meters Scaled)
 KV0089
 KV0089                          SUPERSEDED SURVEY CONTROL
 KV0089
 KV0089  NGVD 29 (??/??/??)    8.190  (m)           26.87   (f) ADJUSTED    1 2
 KV0089
 KV0089.Superseded values are not recommended for survey control.
 KV0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0089.See file dsdata.txt to determine how the superseded data were derived.
 KV0089
 KV0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL696084(NAD 83)
 KV0089_MARKER: Q = CHISELED SQUARE
 KV0089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0089_SP_SET: BRIDGE SEAT
 KV0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0089
 KV0089  HISTORY     - Date     Condition        Report By
 KV0089  HISTORY     - 1933     MONUMENTED       PRR
 KV0089  HISTORY     - 1965     POOR             CGS
 KV0089  HISTORY     - 20010405 MARK NOT FOUND   USPSQD
 KV0089
 KV0089                          STATION DESCRIPTION
 KV0089
 KV0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0089'AT NEWARK.
 KV0089'AT NEWARK, ESSEX COUNTY, ON THE PENNSYLVANIA RAILROAD, AT THE
 KV0089'BRIDGE OVER SOUTH STREET (THE FIRST BRIDGE EAST OF THE SOUTH
 KV0089'STREET STATION), ON THE NORTHEAST BRIDGE SEAT, 5 FEET NORTH OF
 KV0089'THE NORTH RAIL, AND ABOUT 3 FEET LOWER THAN THE BASE OF THE
 KV0089'RAIL.  A 5-INCH CHISELED SQUARE.  NOTE-- AT THE PRESENT TIME
 KV0089'THE MARK IS INACCESSIBLE.
 KV0089
 KV0089                          STATION RECOVERY (2001)
 KV0089
 KV0089'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0088 ***********************************************************************
 KV0088  DESIGNATION -  15 B
 KV0088  PID         -  KV0088
 KV0088  STATE/COUNTY-  NJ/ESSEX
 KV0088  USGS QUAD   -  ELIZABETH (1995)
 KV0088
 KV0088                         *CURRENT SURVEY CONTROL
 KV0088  ___________________________________________________________________
 KV0088* NAD 83(1986)-  40 43 04.     (N)    074 10 51.     (W)     SCALED    
 KV0088* NAVD 88     -         5.562  (meters)      18.25   (feet)  ADJUSTED  
 KV0088  ___________________________________________________________________
 KV0088  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KV0088  DYNAMIC HT  -           5.560 (meters)      18.24  (feet)  COMP
 KV0088  MODELED GRAV-     980,220.2   (mgal)                       NAVD 88
 KV0088
 KV0088  VERT ORDER  -  FIRST     CLASS I
 KV0088
 KV0088.The horizontal coordinates were scaled from a topographic map and have
 KV0088.an estimated accuracy of +/- 6 seconds.
 KV0088
 KV0088.The orthometric height was determined by differential leveling
 KV0088.and adjusted by the National Geodetic Survey in June 1991..
 KV0088
 KV0088.The geoid height was determined by GEOID03.
 KV0088
 KV0088.The dynamic height is computed by dividing the NAVD 88
 KV0088.geopotential number by the normal gravity value computed on the
 KV0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0088.degrees latitude (g = 980.6199 gals.).
 KV0088
 KV0088.The modeled gravity was interpolated from observed gravity values.
 KV0088
 KV0088;                    North         East    Units  Estimated Accuracy
 KV0088;SPC NJ       -   209,260.      176,970.      MT  (+/- 180 meters Scaled)
 KV0088
 KV0088                          SUPERSEDED SURVEY CONTROL
 KV0088
 KV0088  NGVD 29 (04/16/92)    5.899  (m)           19.35   (f) ADJUSTED    1 1
 KV0088
 KV0088.Superseded values are not recommended for survey control.
 KV0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0088.See file dsdata.txt to determine how the superseded data were derived.
 KV0088
 KV0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL691077(NAD 83)
 KV0088_MARKER: Q = CHISELED SQUARE
 KV0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0088_SP_SET: ABUTMENT
 KV0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0088
 KV0088  HISTORY     - Date     Condition        Report By
 KV0088  HISTORY     - 1933     MONUMENTED       PRR
 KV0088  HISTORY     - 1965     GOOD             CGS
 KV0088  HISTORY     - 19950310 MARK NOT FOUND   NJGS
 KV0088  HISTORY     - 20010405 MARK NOT FOUND   USPSQD
 KV0088
 KV0088                          STATION DESCRIPTION
 KV0088
 KV0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0088'AT NEWARK.
 KV0088'AT NEWARK, NEAR THE INTERSECTION OF MC CARTER HIGHWAY AND VANDERPOOL
 KV0088'STREET, 6 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE PENNSYLVANIA
 KV0088'RAILROAD, A 2 1/2 OUTLINES CHISELED SQUARE ON TOP OF THE NORTHWEST
 KV0088'END OF THE SOUTHWEST ABUTMENT OF THE RAILROAD OVERPASS OVER
 KV0088'VANDERPOOL STREET, 0.4 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 KV0088'ABUTMENT, THE ABUTMENT HAS LETTERS BM CHISELED IN THE ROCK,
 KV0088'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 KV0088
 KV0088                          STATION RECOVERY (1995)
 KV0088
 KV0088'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0088'THE STATION WAS NOT RECOVERED AT THIS TIME DUE TO INACCESSIBILITY OF
 KV0088'THE STATION SITE.
 KV0088
 KV0088                          STATION RECOVERY (2001)
 KV0088
 KV0088'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4340 ***********************************************************************
 JU4340  DESIGNATION -  15 B 1
 JU4340  PID         -  JU4340
 JU4340  STATE/COUNTY-  NJ/OCEAN
 JU4340  USGS QUAD   -  TOMS RIVER (1989)
 JU4340
 JU4340                         *CURRENT SURVEY CONTROL
 JU4340  ___________________________________________________________________
 JU4340* NAD 83(1996)-  39 59 34.80823(N)    074 11 47.08397(W)     ADJUSTED  
 JU4340* NAVD 88     -        21.8    (meters)      72.     (feet)  GPS OBS   
 JU4340  ___________________________________________________________________
 JU4340  X           -   1,332,616.104 (meters)                     COMP
 JU4340  Y           -  -4,708,240.137 (meters)                     COMP
 JU4340  Z           -   4,077,383.142 (meters)                     COMP
 JU4340  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 JU4340  ELLIP HEIGHT-         -11.19  (meters)          (10/23/02) GPS OBS
 JU4340  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU4340
 JU4340  HORZ ORDER  -  FIRST
 JU4340  ELLP ORDER  -  FOURTH    CLASS I
 JU4340
 JU4340.The horizontal coordinates were established by GPS observations
 JU4340.and adjusted by the National Geodetic Survey in May 1999..
 JU4340
 JU4340.The orthometric height was determined by GPS observations and a
 JU4340.high-resolution geoid model.
 JU4340
 JU4340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4340
 JU4340.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4340
 JU4340.The ellipsoidal height was determined by GPS observations
 JU4340.and is referenced to NAD 83.
 JU4340
 JU4340.The geoid height was determined by GEOID03.
 JU4340
 JU4340;                    North         East     Units Scale Factor Converg.
 JU4340;SPC NJ       -   128,781.639   175,924.607   MT  0.99990827   +0 11 42.4
 JU4340;SPC NJ       -   422,511.09    577,179.31   sFT  0.99990827   +0 11 42.4
 JU4340;UTM  18      - 4,427,289.737   568,601.410   MT  0.99965793   +0 30 59.3
 JU4340
 JU4340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4340!SPC NJ       -   1.00000176  x   0.99990827  =   0.99991003
 JU4340!UTM  18      -   1.00000176  x   0.99965793  =   0.99965968
 JU4340
 JU4340:                Primary Azimuth Mark                     Grid Az
 JU4340:SPC NJ       -  15 A 1                                   181 33 11.5
 JU4340:UTM  18      -  15 A 1                                   181 13 54.6
 JU4340
 JU4340|---------------------------------------------------------------------|
 JU4340| PID    Reference Object                     Distance      Geod. Az  |
 JU4340|                                                           dddmmss.s |
 JU4340| JU4339 15 A 1                              451.976 METERS 1814453.9 |
 JU4340|---------------------------------------------------------------------|
 JU4340
 JU4340                          SUPERSEDED SURVEY CONTROL
 JU4340
 JU4340  ELLIP H (05/14/99)  -11.21   (m)                       GP(       ) 4 1
 JU4340  NAD 83(1992)-  39 59 34.80582(N)    074 11 47.08581(W) AD(       ) 1
 JU4340  ELLIP H (04/25/94)  -11.12   (m)                       GP(       ) 3 1
 JU4340  NAD 83(1986)-  39 59 34.80793(N)    074 11 47.08682(W) AD(       ) 1
 JU4340
 JU4340.Superseded values are not recommended for survey control.
 JU4340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4340.See file dsdata.txt to determine how the superseded data were derived.
 JU4340
 JU4340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6860127290(NAD 83)
 JU4340_MARKER: DD = SURVEY DISK
 JU4340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4340_SP_SET: CONCRETE POST
 JU4340_STAMPING: 15 B 1 1989
 JU4340_MARK LOGO: NJGS  
 JU4340_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4340+STABILITY: SURFACE MOTION
 JU4340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4340+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1993
 JU4340
 JU4340  HISTORY     - Date     Condition        Report By
 JU4340  HISTORY     - 1989     MONUMENTED       NJGS
 JU4340  HISTORY     - 19910604 GOOD             NJGS
 JU4340  HISTORY     - 19930225 GOOD             NJHA
 JU4340  HISTORY     - 19990722 GOOD             USPSQD
 JU4340
 JU4340                          STATION DESCRIPTION
 JU4340
 JU4340'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 JU4340'THE STATION IS LOCATED IN DOVER TOWNSHIP.  TO REACH THE STATION FROM
 JU4340'THE JUNCTION OF STATE ROUTE 37 AND STATE ROUTE 166 AT THE DOVER
 JU4340'SHOPPING CENTER AND NORTH OF TOMS RIVER, PROCEED 0.25 MI (0.40 KM)
 JU4340'NORTH ON ROUTE 166 TO THE Y JUNCTION WITH OLD FREEHOLD ROAD, COUNTY
 JU4340'ROAD 623, FORMING THE SOUTHERLY BOUNDARY OF THE RIVERSIDE CEMETARY,
 JU4340'BEAR TO THE RIGHT AND GO 1.3 MI (2.1 KM) NORTH ON OLD FREEHOLD ROAD
 JU4340'TO THE JUNCTION WITH BEA LEA ROAD, COUNTY ROAD 571, CONTINUE AHEAD
 JU4340'FOR 0.8 MI (1.3 KM) TO THE STATION ON THE LEFT AT COURTNEY COURT, SET
 JU4340'ON THE SOUTH SIDE OF A HANDICAPPED RAMP BETWEEN THE CURB AND
 JU4340'SIDEWALK.  ALSO TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAY 9
 JU4340'AND STATE ROUTE 70 GO 0.3 MI (0.5 KM) ON ROUTE 70 TO THE EXIT FOR
 JU4340'EAST LOCUST STREET, TURN RIGHT AND GO 1.05 MI (1.69 KM) TO THE TEE
 JU4340'INTERSECTION WITH NEW HAMPSHIRE AVENUE, COUNTY ROAD 623, TURN RIGHT
 JU4340'AND GO 3.9 MI (6.3 KM) TO THE STATION ON THE RIGHT.  THE STATION IS
 JU4340'0.55 M (1.80 FT) SOUTH OF THE SOUTHEAST CORNER OF THE RAMP, 0.35 M
 JU4340'(1.15 FT) NORTHEAST OF THE EAST EDGE OF THE SIDEWALK, 5.38 M
 JU4340'(17.65 FT) NORTH OF A FIRE HYDRANT, 9.4 M (30.8 FT) EAST OF A LIGHT
 JU4340'POLE, 20.6 M (67.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF AN
 JU4340'ATTACHED TWO CAR GARAGE TO HOUSE NUMBER 197 AND 0.01 M (0.03 FT)
 JU4340'BELOW THE GROUND.
 JU4340
 JU4340                          STATION RECOVERY (1993)
 JU4340
 JU4340'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 JU4340'RECOVERED 2/25/93 AS DESCRIBED ABOVE.  HDH
 JU4340
 JU4340                          STATION RECOVERY (1999)
 JU4340
 JU4340'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU4340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6314 ***********************************************************************
 KV6314  DESIGNATION -  15 B 2
 KV6314  PID         -  KV6314
 KV6314  STATE/COUNTY-  NJ/OCEAN
 KV6314  USGS QUAD   -  ROOSEVELT (1981)
 KV6314
 KV6314                         *CURRENT SURVEY CONTROL
 KV6314  ___________________________________________________________________
 KV6314* NAD 83(1996)-  40 09 28.88763(N)    074 24 58.19921(W)     ADJUSTED  
 KV6314* NAVD 88     -        45.073  (meters)     147.88   (feet)  ADJUSTED  
 KV6314  ___________________________________________________________________
 KV6314  X           -   1,311,383.988 (meters)                     COMP
 KV6314  Y           -  -4,701,971.374 (meters)                     COMP
 KV6314  Z           -   4,091,419.519 (meters)                     COMP
 KV6314  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 KV6314  ELLIP HEIGHT-          12.69  (meters)          (04/17/03) GPS OBS
 KV6314  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV6314  DYNAMIC HT  -          45.054 (meters)     147.81  (feet)  COMP
 KV6314  MODELED GRAV-     980,207.6   (mgal)                       NAVD 88
 KV6314
 KV6314  HORZ ORDER  -  FIRST
 KV6314  VERT ORDER  -  FIRST     CLASS II
 KV6314  ELLP ORDER  -  THIRD     CLASS I
 KV6314
 KV6314.The horizontal coordinates were established by GPS observations
 KV6314.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 KV6314
 KV6314.The orthometric height was determined by differential leveling
 KV6314.and adjusted by the National Geodetic Survey in June 1991..
 KV6314
 KV6314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6314
 KV6314.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6314
 KV6314.The ellipsoidal height was determined by GPS observations
 KV6314.and is referenced to NAD 83.
 KV6314
 KV6314.The geoid height was determined by GEOID03.
 KV6314
 KV6314.The dynamic height is computed by dividing the NAVD 88
 KV6314.geopotential number by the normal gravity value computed on the
 KV6314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6314.degrees latitude (g = 980.6199 gals.).
 KV6314
 KV6314.The modeled gravity was interpolated from observed gravity values.
 KV6314
 KV6314;                    North         East     Units Scale Factor Converg.
 KV6314;SPC NJ       -   147,062.438   157,141.627   MT  0.99990063   +0 03 14.6
 KV6314;SPC NJ       -   482,487.35    515,555.49   sFT  0.99990063   +0 03 14.6
 KV6314;UTM  18      - 4,445,459.986   549,720.934   MT  0.99963043   +0 22 35.5
 KV6314
 KV6314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6314!SPC NJ       -   0.99999801  x   0.99990063  =   0.99989864
 KV6314!UTM  18      -   0.99999801  x   0.99963043  =   0.99962844
 KV6314
 KV6314                          SUPERSEDED SURVEY CONTROL
 KV6314
 KV6314  NAVD 88 (04/17/03)   45.07   (m)          147.9    (f) LEVELING    3  
 KV6314  NGVD 29 (01/10/92)   45.400  (m)          148.95   (f) ADJUSTED    1 2
 KV6314
 KV6314.Superseded values are not recommended for survey control.
 KV6314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6314.See file dsdata.txt to determine how the superseded data were derived.
 KV6314
 KV6314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4972145460(NAD 83)
 KV6314_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV6314_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6314_SP_SET: PREFAB CONC. POST IN EARTH
 KV6314_STAMPING: 15 B 2
 KV6314_MARK LOGO: NJGS  
 KV6314_PROJECTION: RECESSED 10 CENTIMETERS
 KV6314_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6314+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6314
 KV6314  HISTORY     - Date     Condition        Report By
 KV6314  HISTORY     - 1989     MONUMENTED       NJDT
 KV6314  HISTORY     - 19890623 GOOD             NJGS
 KV6314  HISTORY     - 20020202 GOOD             NJGS
 KV6314
 KV6314                          STATION DESCRIPTION
 KV6314
 KV6314'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6314'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6314'IN JACKSON TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6314'INTERSTATE ROUTE I195, EXIT 16, AT BRIDGE STRUCTURE 1330.165,
 KV6314'MILEPOST 16.70, AND COUNTY ROUTE 537, MONMOUTH ROAD, WHICH IS THE
 KV6314'OCEAN MONMOUTH COUNTY LINE, GO EAST 0.72 KM (0.45 MI) ON I195 TO THE
 KV6314'MARK ON THE LEFT, 7.6 M (24.9 FT) SOUTHWEST FROM THE EDGE OF THE
 KV6314'WESTBOUND I195 LANES, 7.7 M (25.3 FT) NORTHEAST FROM THE EDGE OF THE
 KV6314'EASTBOUND I195 LANES, 25.4 M (83.3 FT) NORTH NORTHWEST FROM THE SIGN
 KV6314'STRUCTURE NUMBER 1517.151, MILEPOST 17.18 ON THE SOUTH BALUSTRADE OF
 KV6314'A LARGE CONCRETE CULVERT UNDER I195, 37.7 M (123.7 FT) WEST SOUTHWEST
 KV6314'FROM THE SOUTHWEST LEG OF A PHONE, FUEL, FOOD, CAMPGROUND SIGN, 51.0
 KV6314'M (167.3 FT) SOUTHEAST FROM AN E TYPE INLET IN THE MEDIAN AND SET 0.1
 KV6314'M (0.3 FT) BELOW THE GROUND.  THE STATION IS A 0.02 M (0.07 FT)
 KV6314'DIAMETER BRASS PLUG.
 KV6314
 KV6314                          STATION RECOVERY (2002)
 KV6314
 KV6314'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6314'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 KV6314'LOCATED 52.0 M
 KV6314'WEST ALONG THE MEDIAN FROM MILE POST 17.2 ON THE EAST BOUND LANE AND
 KV6314'IS 0.5 M NORTH
 KV6314'FROM A METAL WITNESS POST.
 KV6314' 
 KV6314'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6731 ***********************************************************************
 AB6731  CBN         -  This is a Cooperative Base Network Control Station.
 AB6731  DESIGNATION -  15 B 3
 AB6731  PID         -  AB6731
 AB6731  STATE/COUNTY-  NJ/OCEAN
 AB6731  USGS QUAD   -  KESWICK GROVE (1971)
 AB6731
 AB6731                         *CURRENT SURVEY CONTROL
 AB6731  ___________________________________________________________________
 AB6731* NAD 83(1996)-  39 55 37.44771(N)    074 17 46.29940(W)     ADJUSTED  
 AB6731* NAVD 88     -        25.074  (meters)      82.26   (feet)  ADJUSTED  
 AB6731  ___________________________________________________________________
 AB6731  X           -   1,325,687.877 (meters)                     COMP
 AB6731  Y           -  -4,715,082.575 (meters)                     COMP
 AB6731  Z           -   4,071,773.920 (meters)                     COMP
 AB6731  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 AB6731  ELLIP HEIGHT-          -7.85  (meters)          (09/24/01) GPS OBS
 AB6731  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 AB6731  DYNAMIC HT  -          25.062 (meters)      82.22  (feet)  COMP
 AB6731  MODELED GRAV-     980,162.2   (mgal)                       NAVD 88
 AB6731
 AB6731  HORZ ORDER  -  B
 AB6731  VERT ORDER  -  SECOND    CLASS I
 AB6731  ELLP ORDER  -  FOURTH    CLASS I
 AB6731
 AB6731.This mark is at Robert J Miller Air Park  (N44)
 AB6731
 AB6731.The horizontal coordinates were established by GPS observations
 AB6731.and adjusted by the National Geodetic Survey in August 1998..
 AB6731
 AB6731.The orthometric height was determined by differential leveling
 AB6731.and adjusted by the National Geodetic Survey in September 1996..
 AB6731
 AB6731.Photographs are available for this station.
 AB6731
 AB6731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6731
 AB6731.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6731
 AB6731.The ellipsoidal height was determined by GPS observations
 AB6731.and is referenced to NAD 83.
 AB6731
 AB6731.The geoid height was determined by GEOID03.
 AB6731
 AB6731.The dynamic height is computed by dividing the NAVD 88
 AB6731.geopotential number by the normal gravity value computed on the
 AB6731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6731.degrees latitude (g = 980.6199 gals.).
 AB6731
 AB6731.The modeled gravity was interpolated from observed gravity values.
 AB6731
 AB6731;                    North         East     Units Scale Factor Converg.
 AB6731;SPC NJ       -   121,437.266   167,420.522   MT  0.99990373   +0 07 50.9
 AB6731;SPC NJ       -   398,415.43    549,278.83   sFT  0.99990373   +0 07 50.9
 AB6731;UTM  18      - 4,419,899.698   560,140.780   MT  0.99964453   +0 27 06.2
 AB6731
 AB6731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6731!SPC NJ       -   1.00000123  x   0.99990373  =   0.99990496
 AB6731!UTM  18      -   1.00000123  x   0.99964453  =   0.99964576
 AB6731
 AB6731                          SUPERSEDED SURVEY CONTROL
 AB6731
 AB6731  NAD 83(1992)-  39 55 37.44771(N)    074 17 46.29940(W) AD(       ) 1
 AB6731  ELLIP H (12/16/96)   -7.92   (m)                       GP(       ) 2 1
 AB6731  NAVD 88 (12/16/96)   25.07   (m)           82.3    (f) LEVELING    3  
 AB6731
 AB6731.Superseded values are not recommended for survey control.
 AB6731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6731.See file dsdata.txt to determine how the superseded data were derived.
 AB6731
 AB6731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6014119900(NAD 83)
 AB6731_MARKER: I = METAL ROD
 AB6731_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB6731_STAMPING: 15 B 3
 AB6731_MARK LOGO: NJGS  
 AB6731_PROJECTION: FLUSH
 AB6731_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6731+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 AB6731_ROD/PIPE-DEPTH: 100  meters
 AB6731
 AB6731  HISTORY     - Date     Condition        Report By
 AB6731  HISTORY     - 1995     MONUMENTED       NJGS
 AB6731  HISTORY     - 19970109 GOOD             NJGS
 AB6731  HISTORY     - 20000711 GOOD             NGS
 AB6731  HISTORY     - 20020202 GOOD             NJGS
 AB6731
 AB6731                          STATION DESCRIPTION
 AB6731
 AB6731'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6731'THE STATION IS LOCATED IN BERKELEY TOWNSHIP, ON THE GROUNDS OF THE
 AB6731'ROBERT J.  MILLER AIRPARK, OWNERSHIP-OCEAN COUNTY GOVERNMENT.  THE
 AB6731'STATION IS THE CENTER PUNCHED DATUM POINT ON THE TOP OF A NINE
 AB6731'SIXTEENTHS INCH DIAMETER STAINLESS ROD.  THE TOP OF THE ROD IS BEVELED
 AB6731'AND STAMPED 15 B 3.  THE ROD IS SURROUNDED BY A 18 INCH DIAMETER BY 4
 AB6731'FT (1.2 M) DEEP MASS OF CONCRETE.  THE ROD PROJECTS ABOUT ONE HALF
 AB6731'INCH ABOVE THE CONCRETE WHICH IS FLUSH WITH THE GROUND.  TO REACH THE
 AB6731'STATION FROM THE JUNCTION OF STATE ROUTE 70 AND COUNTY ROAD 539, GO
 AB6731'ABOUT 0.15 MI (0.24 KM) SOUTHEAST ON COUNTY ROAD 539 TO THE WYE
 AB6731'JUNCTION WITH COUNTY ROAD 530.  BEAR TO THE LEFT AND GO SOUTHEAST ON
 AB6731'COUNTY ROAD 530 FOR 6.0 MI (9.7 KM) TO THE TEE JUNCTION WITH MULE
 AB6731'ROAD, THE MAIN ENTRANCE ROAD LEADING TO THE AIRPORT COMPLEX.  TURN
 AB6731'RIGHT AND GO 0.45 MI (0.72 KM) SOUTHWEST ON MULE ROAD TO THE TEE
 AB6731'JUNCTION WITH A PAVED ROAD ON THE LEFT LEADING TO THE AIRPORT.  TURN
 AB6731'LEFT AND GO 0.45 MI (0.72 KM) SOUTHEAST THEN SOUTHWEST ON THE PAVED
 AB6731'ROAD TO THE AIRPARK ADMINISTRATION OFFICE ON THE LEFT, A ONE STORY
 AB6731'FACILITY AND A GATE LEADING TO THE AIRCRAFT APRON AREA TO THE RIGHT OF
 AB6731'THE OFFICE.  TURN LEFT, GO SOUTHEAST, PASSING THROUGH THE GATE TO THE
 AB6731'STATION AHEAD, SET IN THE WIND SOCK AREA ABOUT 280 FT (85.3 M) SOUTH
 AB6731'SOUTHEAST FROM THE ADMINISTRATION OFFICE.  THE STATION IS 37.9 FT
 AB6731'(11.6 M) WEST FROM THE WIND SOCK, 52.0 FT (15.8 M) SOUTH SOUTHEAST
 AB6731'FROM THE SOUTH EDGE OF PAVING FOR THE TRANSIENT PARKING AREA, 105.5 FT
 AB6731'(32.2 M) WEST SOUTHWEST FROM THE WIND DIRECTIONAL VANE, 59.8 FT (18.2
 AB6731'M) SOUTH FROM A MANHOLE AND ABOUT 3 FT (0.9 M) NORTH FROM A METAL
 AB6731'WITNESS POST.
 AB6731
 AB6731                          STATION RECOVERY (1997)
 AB6731
 AB6731'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AB6731'RECOVERED AS DESCRIBED.
 AB6731
 AB6731                          STATION RECOVERY (2000)
 AB6731
 AB6731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AB6731'THE STATION IS LOCATED ABOUT 9.66 KM (6.00 MI) WEST OF WHITING, 8.1 KM
 AB6731'(5.05 MI) EAST OF TOMS RIVER, AT THE ROBERT J MILLER AIRPARK,
 AB6731'SOUTHEAST AND ACROSS THE APRON/PARKING AREA FROM THE AIRPORT
 AB6731'OFFICE BUILDING, IN THE GRASSY AREA OF THE SEGMENTED CIRCLE
 AB6731'AROUND THE WIND SOCK.  OWNERSHIP--OCEAN COUNTY.  TO REACH THE
 AB6731'STATION FROM THE JUNCTION OF STATE HIGHWAY 70 AND COUNTY ROAD
 AB6731'539 ON THE WEST SIDE OF WHITING, GO SOUTHEAST ON COUNTY ROAD 539
 AB6731'FOR 0.24 KM (0.15 MI) TO THE Y-JUNCTION OF COUNTY ROAD 530.  BEAR
 AB6731'LEFT,
 AB6731'SOUTHEAST ON HIGHWAY 530 FOR 9.7 KM (6.00 MI) TO THE JUNCTION OF
 AB6731'MULE DEER ROAD AT SIGNS --ROBERT J MILLER AIR PARK-- AND --FORWARD
 AB6731'COMMAND POST, BUREAU OF NUCLEAR ENGINEERING--.  TURN RIGHT,
 AB6731'SOUTHERLY ON THE ROAD FOR 0.72 KM (0.45 MI) TO THE AIRPORT OFFICE ON
 AB6731'THE LEFT.  CROSS THE PARKING AREA TO THE AIRFIELD ENTRANCE GATE ON
 AB6731'THE SOUTHWEST SIDE OF THE OFFICE BUILDING.  PASS THROUGH THE GATE
 AB6731'AND BEAR LEFT, SOUTHEASTERLY ACROSS THE APRON/PARKING AREA TO
 AB6731'THE WIND SOCK AND THE STATION.  THE STATION IS A PUNCH MARK ON THE
 AB6731'TOP OF A STAINLESS STEEL ROD PROJECTING 3 CM ABOVE THE CENTER OF A
 AB6731'45 CM CONCRETE POST FLUSH WITH GROUND.  THE TOP OF ROD IS
 AB6731'STAMPED ---15 B 3---.  LOCATED 15.85 M (52.00 FT) SOUTHEAST OF THE
 AB6731'SOUTHEAST EDGE OF THE APRON/TRANSIENT PARKING AREA, 11.13 M (36.52
 AB6731'FT) WEST-SOUTHWEST OF THE WEST CORNER OF THE CONCRETE BASE OF
 AB6731'THE WIND SOCK, 9.6 M (31.5 FT) EAST OF THE NORTHEAST METAL LEG OF A
 AB6731'SIGN --TRANSIENT PARKING-- AND 0.9 M (3.0 FT) NORTH OF AN NJGS METAL
 AB6731'WITNESS POST.
 AB6731'
 AB6731
 AB6731                          STATION RECOVERY (2002)
 AB6731
 AB6731'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 AB6731'RECOVERED AS DESCRIBED
 AB6731'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6771 ***********************************************************************
 KV6771  DESIGNATION -  15 C 1
 KV6771  PID         -  KV6771
 KV6771  STATE/COUNTY-  NJ/OCEAN
 KV6771  USGS QUAD   -  LAKEWOOD (1989)
 KV6771
 KV6771                         *CURRENT SURVEY CONTROL
 KV6771  ___________________________________________________________________
 KV6771* NAD 83(1996)-  40 00 28.97211(N)    074 12 08.34595(W)     ADJUSTED  
 KV6771* NAVD 88     -        25.1    (meters)      82.     (feet)  GPS OBS   
 KV6771  ___________________________________________________________________
 KV6771  X           -   1,331,839.117 (meters)                     COMP
 KV6771  Y           -  -4,707,346.652 (meters)                     COMP
 KV6771  Z           -   4,078,664.999 (meters)                     COMP
 KV6771  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 KV6771  ELLIP HEIGHT-          -7.87  (meters)          (10/23/02) GPS OBS
 KV6771  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KV6771
 KV6771  HORZ ORDER  -  FIRST
 KV6771  ELLP ORDER  -  FOURTH    CLASS I
 KV6771
 KV6771.The horizontal coordinates were established by GPS observations
 KV6771.and adjusted by the National Geodetic Survey in May 1999..
 KV6771
 KV6771.The orthometric height was determined by GPS observations and a
 KV6771.high-resolution geoid model.
 KV6771
 KV6771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6771
 KV6771.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6771
 KV6771.The ellipsoidal height was determined by GPS observations
 KV6771.and is referenced to NAD 83.
 KV6771
 KV6771.The geoid height was determined by GEOID03.
 KV6771
 KV6771;                    North         East     Units Scale Factor Converg.
 KV6771;SPC NJ       -   130,450.350   175,414.681   MT  0.99990795   +0 11 29.0
 KV6771;SPC NJ       -   427,985.86    575,506.33   sFT  0.99990795   +0 11 29.0
 KV6771;UTM  18      - 4,428,955.143   568,082.261   MT  0.99965706   +0 30 46.2
 KV6771
 KV6771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6771!SPC NJ       -   1.00000123  x   0.99990795  =   0.99990918
 KV6771!UTM  18      -   1.00000123  x   0.99965706  =   0.99965829
 KV6771
 KV6771|---------------------------------------------------------------------|
 KV6771| PID    Reference Object                     Distance      Geod. Az  |
 KV6771|                                                           dddmmss.s |
 KV6771| KV6772 15 D 1                              368.907 METERS 00321     |
 KV6771|---------------------------------------------------------------------|
 KV6771
 KV6771                          SUPERSEDED SURVEY CONTROL
 KV6771
 KV6771  ELLIP H (05/14/99)   -7.89   (m)                       GP(       ) 4 1
 KV6771  NAD 83(1992)-  40 00 28.96969(N)    074 12 08.34776(W) AD(       ) 1
 KV6771  ELLIP H (04/25/94)   -7.81   (m)                       GP(       ) 3 1
 KV6771  NAD 83(1986)-  40 00 28.97173(N)    074 12 08.34892(W) AD(       ) 1
 KV6771
 KV6771.Superseded values are not recommended for survey control.
 KV6771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6771.See file dsdata.txt to determine how the superseded data were derived.
 KV6771
 KV6771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6808228955(NAD 83)
 KV6771_MARKER: DD = SURVEY DISK
 KV6771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6771_SP_SET: CONCRETE POST
 KV6771_STAMPING: 15 C 1 1989
 KV6771_MARK LOGO: NJGS  
 KV6771_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6771+STABILITY: SURFACE MOTION
 KV6771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6771+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2004
 KV6771
 KV6771  HISTORY     - Date     Condition        Report By
 KV6771  HISTORY     - 1989     MONUMENTED       NJGS
 KV6771  HISTORY     - 19910604 GOOD             NJGS
 KV6771  HISTORY     - 19930225 GOOD             NJHA
 KV6771  HISTORY     - 20041029 GOOD             SURSAT
 KV6771
 KV6771                          STATION DESCRIPTION
 KV6771
 KV6771'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6771'THE STATION IS LOCATED IN DOVER TOWNSHIP.  TO REACH THE STATION FROM
 KV6771'THE JUNCTION OF STATE ROUTE 37 AND STATE ROUTE 166 AT THE DOVER
 KV6771'SHOPPING CENTER AND NORTH OF TOMS RIVER, PROCEED 0.25 MI (0.40 KM)
 KV6771'NORTH ON ROUTE 166 TO THE Y JUNCTION WITH OLD FREEHOLD ROAD, COUNTY
 KV6771'ROAD 623, FORMING THE SOUTHERLY BOUNDARY OF THE RIVERSIDE CEMETARY,
 KV6771'BEAR TO THE RIGHT AND GO 1.3 MI (2.1 KM) NORTH ON OLD FREEHOLD ROAD
 KV6771'TO THE JUNCTION WITH BEA LEA ROAD, COUNTY ROAD 571, CONTINUE AHEAD
 KV6771'FOR 1.55 MI (2.49 KM) TO THE STATION ON THE RIGHT.  ALSO TO REACH THE
 KV6771'STATION FROM THE JUNCTION OF U.S. HIGHWAY 9 AND STATE ROUTE 70 GO 0.3
 KV6771'MI (0.5 KM) EAST ON RUTE 70 TO THE JUNCTION OF EXIT FOR EAST LOCUST
 KV6771'STREET, TURN RIGHT AND GO 1.05 MI (1.69 KM) TO THE TEE INTERSECTION
 KV6771'WITH NEW HAMPSHIE AVENUE, TURN RIGHT AND GO 2.75 MI (4.43 KM) ON NEW
 KV6771'HAMPSHIRE AVENUE, TURNING INTO OLD FREEHOLD ROAD TO THE STATION ON
 KV6771'THE LEFT.  THE STATION IS 31.0 M (101.7 FT) NORTH OF THE CURBLINE OF
 KV6771'A DRIVEWAY INTO EPSTEINS FARM AND ACROSS OLD FREEHOLD ROAD FROM FROM
 KV6771'A HOUSE WITH HORSE PADDOCK AND IN LINE WITH THE PADDOCK, 20.22 M
 KV6771'(66.34 FT) SOUTHEAST OF POLE NUMBER 40625DV, 8.67 M (28.44 FT) EAST
 KV6771'OF THE CENTERLINE OF OLD FREEHOLD ROAD, 12.20 M (40.03 FT) SOUTHWEST
 KV6771'OF A 0.6 M (2.0 FT) DIAMETER MAPLE TREE, 17.93 M (58.83 FT) NORTHWEST
 KV6771'OF A 0.4 M (1.3 FT) DIAMETER MAPLE TREE AND FLUSH WITH THE GROUND..
 KV6771
 KV6771                          STATION RECOVERY (1993)
 KV6771
 KV6771'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 KV6771'RECOVERED 2/25/93 AS DESCRIBED ABOVE.  HDH
 KV6771
 KV6771                          STATION RECOVERY (2004)
 KV6771
 KV6771'RECOVERY NOTE BY SURVSAT 2004 (BRB)
 KV6771'MARK IS NOW 0.2' ABOVE GROUND AND QUITE VISIBLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6315 ***********************************************************************
 KV6315  DESIGNATION -  15 C 2
 KV6315  PID         -  KV6315
 KV6315  STATE/COUNTY-  NJ/OCEAN
 KV6315  USGS QUAD   -  ROOSEVELT (1981)
 KV6315
 KV6315                         *CURRENT SURVEY CONTROL
 KV6315  ___________________________________________________________________
 KV6315* NAD 83(1996)-  40 09 35.02562(N)    074 25 22.99925(W)     ADJUSTED  
 KV6315* NAVD 88     -        46.887  (meters)     153.83   (feet)  ADJUSTED  
 KV6315  ___________________________________________________________________
 KV6315  X           -   1,310,786.227 (meters)                     COMP
 KV6315  Y           -  -4,702,012.736 (meters)                     COMP
 KV6315  Z           -   4,091,565.375 (meters)                     COMP
 KV6315  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 KV6315  ELLIP HEIGHT-          14.50  (meters)          (04/17/03) GPS OBS
 KV6315  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV6315  DYNAMIC HT  -          46.868 (meters)     153.77  (feet)  COMP
 KV6315  MODELED GRAV-     980,208.1   (mgal)                       NAVD 88
 KV6315
 KV6315  HORZ ORDER  -  FIRST
 KV6315  VERT ORDER  -  FIRST     CLASS II
 KV6315  ELLP ORDER  -  THIRD     CLASS I
 KV6315
 KV6315.The horizontal coordinates were established by GPS observations
 KV6315.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 KV6315
 KV6315.The orthometric height was determined by differential leveling
 KV6315.and adjusted by the National Geodetic Survey in June 1991..
 KV6315
 KV6315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6315
 KV6315.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6315
 KV6315.The ellipsoidal height was determined by GPS observations
 KV6315.and is referenced to NAD 83.
 KV6315
 KV6315.The geoid height was determined by GEOID03.
 KV6315
 KV6315.The dynamic height is computed by dividing the NAVD 88
 KV6315.geopotential number by the normal gravity value computed on the
 KV6315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6315.degrees latitude (g = 980.6199 gals.).
 KV6315
 KV6315.The modeled gravity was interpolated from observed gravity values.
 KV6315
 KV6315;                    North         East     Units Scale Factor Converg.
 KV6315;SPC NJ       -   147,251.207   156,554.610   MT  0.99990053   +0 02 58.6
 KV6315;SPC NJ       -   483,106.67    513,629.58   sFT  0.99990053   +0 02 58.6
 KV6315;UTM  18      - 4,445,645.398   549,133.023   MT  0.99962972   +0 22 19.5
 KV6315
 KV6315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6315!SPC NJ       -   0.99999773  x   0.99990053  =   0.99989826
 KV6315!UTM  18      -   0.99999773  x   0.99962972  =   0.99962745
 KV6315
 KV6315                          SUPERSEDED SURVEY CONTROL
 KV6315
 KV6315  NAVD 88 (04/17/03)   46.89   (m)          153.8    (f) LEVELING    3  
 KV6315  NGVD 29 (01/10/92)   47.215  (m)          154.90   (f) ADJUSTED    1 2
 KV6315
 KV6315.Superseded values are not recommended for survey control.
 KV6315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6315.See file dsdata.txt to determine how the superseded data were derived.
 KV6315
 KV6315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4913345645(NAD 83)
 KV6315_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV6315_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6315_SP_SET: PREFAB CONC. POST IN EARTH
 KV6315_STAMPING: 15 C 2
 KV6315_MARK LOGO: NJGS  
 KV6315_PROJECTION: RECESSED 20 CENTIMETERS
 KV6315_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6315+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6315
 KV6315  HISTORY     - Date     Condition        Report By
 KV6315  HISTORY     - 1989     MONUMENTED       NJDT
 KV6315  HISTORY     - 19890623 GOOD             NJGS
 KV6315  HISTORY     - 20020202 GOOD             NJGS
 KV6315
 KV6315                          STATION DESCRIPTION
 KV6315
 KV6315'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6315'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6315'IN JACKSON TOWNSHIP, 0.06 KM (0.04 MI) EAST FROM THE JUNCTION OF
 KV6315'ROUTE I195, EXIT 16, AND COUNTY ROUTE 537, MONMOUTH ROAD, WHICH IS
 KV6315'THE OCEAN MONMOUTH COUNTY LINE, 97.4 M (319.6 FT) EAST SOUTHEAST FROM
 KV6315'THE EAST END OF THE CENTER BRIDGE PIER, STRUCTURE 1330.165, MILE POST
 KV6315'16.70, 0.4 M (1.3 FT) NORTH NORTHEAST FROM THE EDGE OF THE EASTBOUND
 KV6315'I195 LANES, 15.6 M (51.2 FT) SOUTH SOUTHWEST FROM THE EDGE OF THE
 KV6315'WESTBOUND I195 LANES, 48.2 M (158.1 FT) WEST FROM AN E TYPE INLET IN
 KV6315'THE MEDIAN, 51.8 M (169.9 FT) SOUTHEAST FROM AN E TYPE INLET IN THE
 KV6315'MEDIAN AND SET 0.2 M (0.7 FT) BELOW THE GROUND.  THE STATION IS A
 KV6315'0.02 M (0.07 FT) DIAMETER BRASS PLUG.
 KV6315
 KV6315                          STATION RECOVERY (2002)
 KV6315
 KV6315'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6315'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 KV6315'LOCATED 65.2 M
 KV6315'WEST ALONG THE MEDIAN FROM MILE POST 19.8  AND IS 0.50 M NORTH FROM A
 KV6315'METAL WITNESS
 KV6315'POST.
 KV6315' 
 KV6315'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6688 ***********************************************************************
 AB6688  DESIGNATION -  15 C 3
 AB6688  PID         -  AB6688
 AB6688  STATE/COUNTY-  NJ/OCEAN
 AB6688  USGS QUAD   -  KESWICK GROVE (1971)
 AB6688
 AB6688                         *CURRENT SURVEY CONTROL
 AB6688  ___________________________________________________________________
 AB6688* NAD 83(1986)-  39 55 41.     (N)    074 17 44.     (W)     SCALED    
 AB6688* NAVD 88     -        25.316  (meters)      83.06   (feet)  ADJUSTED  
 AB6688  ___________________________________________________________________
 AB6688  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 AB6688  DYNAMIC HT  -          25.304 (meters)      83.02  (feet)  COMP
 AB6688  MODELED GRAV-     980,162.2   (mgal)                       NAVD 88
 AB6688
 AB6688  VERT ORDER  -  SECOND    CLASS I
 AB6688
 AB6688.This mark is at Robert J Miller Air Park  (N44)
 AB6688
 AB6688.The horizontal coordinates were scaled from a topographic map and have
 AB6688.an estimated accuracy of +/- 6 seconds.
 AB6688
 AB6688.The orthometric height was determined by differential leveling
 AB6688.and adjusted by the National Geodetic Survey in September 1996..
 AB6688
 AB6688.The geoid height was determined by GEOID03.
 AB6688
 AB6688.The dynamic height is computed by dividing the NAVD 88
 AB6688.geopotential number by the normal gravity value computed on the
 AB6688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6688.degrees latitude (g = 980.6199 gals.).
 AB6688
 AB6688.The modeled gravity was interpolated from observed gravity values.
 AB6688
 AB6688;                    North         East    Units  Estimated Accuracy
 AB6688;SPC NJ       -   121,550.      167,480.      MT  (+/- 180 meters Scaled)
 AB6688
 AB6688                          SUPERSEDED SURVEY CONTROL
 AB6688
 AB6688.No superseded survey control is available for this station.
 AB6688
 AB6688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK601200(NAD 83)
 AB6688_MARKER: DD = SURVEY DISK
 AB6688_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB6688_SP_SET: HANGER FLOOR
 AB6688_STAMPING: 15 C 3 1995
 AB6688_MARK LOGO: NJGS  
 AB6688_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6688_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6688+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6688
 AB6688  HISTORY     - Date     Condition        Report By
 AB6688  HISTORY     - 1995     MONUMENTED       NJGS
 AB6688
 AB6688                          STATION DESCRIPTION
 AB6688
 AB6688'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6688'THE STATION IS LOCATED IN BERKELEY TOWNSHIP WITHIN THE BOUNDARY OF THE
 AB6688'ROBERT J.  MILLER AIRPARK AND RECREATION AREA.  TO REACH THE STATION
 AB6688'FROM THE JUNCTION OF STATE ROUTE 70 AND COUNTY ROAD 539, GO SOUTHEAST
 AB6688'ON COUNTY ROAD 539 FOR ABOUT 0.15 MI (0.24 KM) TO THE WYE JUNCTION
 AB6688'WITH COUNTY ROAD 530.  BEAR TO THE LEFT AND GO SOUTHEAST ON COUNTY
 AB6688'ROAD 530 FOR 6.0 MI (9.7 KM) TO THE TEE JUNCTION WITH MULE ROAD, THE
 AB6688'MAIN ENTRANCE ROAD LEADING TO THE AIRPORT COMPLEX ON THE RIGHT.  TURN
 AB6688'RIGHT AND GO 0.45 MI (0.72 KM) SOUTHWEST ON MULE ROAD TO THE TEE
 AB6688'JUNCTION WITH A PAVED ROAD ON THE LEFT LEADING TO THE AIRPORT.  TURN
 AB6688'LEFT AND GO 0.35 MI (0.56 KM) SOUTHEAST THEN SOUTHWEST ON THE PAVED
 AB6688'ROAD TO A PAIR OF AIRCRAFT HANGERS ON THE LEFT.  TURN LEFT, PASS
 AB6688'BETWEEN THE TWO HANGARS TO AN AIRCRAFT APRON AREA IN FRONT OF THE
 AB6688'HANGARS.  TURN LEFT AND GO TO THE SOUTHEAST CORNER OF THE HANGAR AND
 AB6688'THE STATION SET FLUSH IN A DRILL HOLE IN THE CONCRETE FLOOR AT THE
 AB6688'EAST CORNER OF THE EAST HANGAR BAY ENTRANCE.  THE STATION IS 1.1 FT
 AB6688'(0.3 M) WEST FROM THE WEST END OF THE HANGAR WALL AT THE PEDESTRIAN
 AB6688'DOOR OF THE MAINTENANCE OFFICE AND 0.3 FT (9.1 CM) SOUTHEAST FROM THE
 AB6688'SOUTHEAST FACE OF THE HANGAR DOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6772 ***********************************************************************
 KV6772  DESIGNATION -  15 D 1
 KV6772  PID         -  KV6772
 KV6772  STATE/COUNTY-  NJ/OCEAN
 KV6772  USGS QUAD   -  LAKEWOOD (1989)
 KV6772
 KV6772                         *CURRENT SURVEY CONTROL
 KV6772  ___________________________________________________________________
 KV6772* NAD 83(1996)-  40 00 40.91252(N)    074 12 07.43827(W)     ADJUSTED  
 KV6772* NAVD 88     -        22.7    (meters)      74.     (feet)  GPS OBS   
 KV6772  ___________________________________________________________________
 KV6772  X           -   1,331,794.873 (meters)                     COMP
 KV6772  Y           -  -4,707,111.201 (meters)                     COMP
 KV6772  Z           -   4,078,945.539 (meters)                     COMP
 KV6772  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 KV6772  ELLIP HEIGHT-         -10.26  (meters)          (10/23/02) GPS OBS
 KV6772  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KV6772
 KV6772  HORZ ORDER  -  FIRST
 KV6772  ELLP ORDER  -  FOURTH    CLASS I
 KV6772
 KV6772.The horizontal coordinates were established by GPS observations
 KV6772.and adjusted by the National Geodetic Survey in May 1999..
 KV6772
 KV6772.The orthometric height was determined by GPS observations and a
 KV6772.high-resolution geoid model.
 KV6772
 KV6772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6772
 KV6772.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6772
 KV6772.The ellipsoidal height was determined by GPS observations
 KV6772.and is referenced to NAD 83.
 KV6772
 KV6772.The geoid height was determined by GEOID03.
 KV6772
 KV6772;                    North         East     Units Scale Factor Converg.
 KV6772;SPC NJ       -   130,818.664   175,434.976   MT  0.99990796   +0 11 29.6
 KV6772;SPC NJ       -   429,194.23    575,572.92   sFT  0.99990796   +0 11 29.6
 KV6772;UTM  18      - 4,429,323.473   568,100.484   MT  0.99965709   +0 30 47.0
 KV6772
 KV6772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6772!SPC NJ       -   1.00000161  x   0.99990796  =   0.99990957
 KV6772!UTM  18      -   1.00000161  x   0.99965709  =   0.99965870
 KV6772
 KV6772|---------------------------------------------------------------------|
 KV6772| PID    Reference Object                     Distance      Geod. Az  |
 KV6772|                                                           dddmmss.s |
 KV6772| KV6771 15 C 1                              368.907 METERS 18321     |
 KV6772|---------------------------------------------------------------------|
 KV6772
 KV6772                          SUPERSEDED SURVEY CONTROL
 KV6772
 KV6772  ELLIP H (05/14/99)  -10.28   (m)                       GP(       ) 4 1
 KV6772  NAD 83(1992)-  40 00 40.91037(N)    074 12 07.44024(W) AD(       ) 1
 KV6772  ELLIP H (04/25/94)  -10.18   (m)                       GP(       ) 3 1
 KV6772  NAD 83(1986)-  40 00 40.91217(N)    074 12 07.44128(W) AD(       ) 1
 KV6772
 KV6772.Superseded values are not recommended for survey control.
 KV6772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6772.See file dsdata.txt to determine how the superseded data were derived.
 KV6772
 KV6772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6810029323(NAD 83)
 KV6772_MARKER: DD = SURVEY DISK
 KV6772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6772_SP_SET: CONCRETE POST
 KV6772_STAMPING: 15 D 1 1989
 KV6772_MARK LOGO: NJGS  
 KV6772_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6772+STABILITY: SURFACE MOTION
 KV6772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6772+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2004
 KV6772
 KV6772  HISTORY     - Date     Condition        Report By
 KV6772  HISTORY     - 1989     MONUMENTED       NJGS
 KV6772  HISTORY     - 19910604 GOOD             NJGS
 KV6772  HISTORY     - 19930225 GOOD             NJHA
 KV6772  HISTORY     - 19990722 GOOD             USPSQD
 KV6772  HISTORY     - 20041029 GOOD             SURSAT
 KV6772
 KV6772                          STATION DESCRIPTION
 KV6772
 KV6772'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6772'THE STATION IS LOCATED IN DOVER TOWNSHIP.  TO REACH THE STATION FROM
 KV6772'THE JUNCTION OF STATE ROUTE 37 AND STATE ROUTE 166 AT THE DOVER
 KV6772'SHOPPING CENTER AND NORTH OF TOMS RIVER, PROCEED 0.25 MI (0.40 KM)
 KV6772'NORTH ON ROUTE 166 TO THE Y JUNCTION WITH OLD FREEHOLD ROAD, COUNTY
 KV6772'ROAD 623, FORMING THE SOUTHERLY BOUNDARY OF THE RIVERSIDE CEMETARY,
 KV6772'BEAR TO THE RIGHT AND GO 1.3 MI (2.1 KM) NORTH ON OLD FREEHOLD ROAD
 KV6772'TO THE JUNCTION WITH BEA LEA ROAD, COUNTY ROAD 571, CONTINUE AHEAD
 KV6772'FOR 1.8 MI (2.9 KM) TO THE STATION ON THE RIGHT.  ALSO TO REACH THE
 KV6772'STATION FROM THE JUNCTION OF U.S. HIGHWAY 9 AND STATE ROUTE 70, GO
 KV6772'0.3 MI (0.5 KM) ON ROUTE 70 TO THE EXIT FOR EAST LOCUST STREET, TURN
 KV6772'RIGHT ANF GO 1.05 MI (1.69 KM) TO THE JUNCTION WITH NEW HAMPSHIRE
 KV6772'AVENUE, TURN RIGHT AND GO 3.55 MI (5.71 KM) ON NEW HAMPSHIRE AVENUE,
 KV6772'TURNING INTO OLD FREEHOLD ROAD, COUNTY ROAD 623, TO THE STATION ON
 KV6772'THE LEFT.  THE STATION IS ALSO 0.1 MI (0.2 KM) SOUTH OF THE Y
 KV6772'JUNCTION WITH NEW HAMPSHIRE AVENUE, 17.6 M (57.7 FT) SOUTH OF THE
 KV6772'CENTER OF A PAVED DRIVEWAY TO HOUSE NUMBER 1657 OLD FREEHOLD ROAD,
 KV6772'11.28 M (37.01 FT) EAST OF THE CENTER OF OLD FREEHOLD ROAD, 3.10 M
 KV6772'(10.17 FT) NORTHEAST OF A GUY POLE WITH NO NUMBER FOR POLE NUMBER
 KV6772'BT40632DV WHICH IS ON THE WEST SIDE OF OLD FREEHOLD ROAD, 24.00 M
 KV6772'(78.74 FT) NORTHEAST OF THE CENTER OF A B TYPE INLET, 0.58 M
 KV6772'(1.90 FT) EAST OF THE EAST EDGE OF THE SIDEWALK AND FLUSH WITH THE
 KV6772'GROUND.
 KV6772
 KV6772                          STATION RECOVERY (1993)
 KV6772
 KV6772'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 KV6772'RECOVERED IN GOOD CONDITION.
 KV6772
 KV6772                          STATION RECOVERY (1999)
 KV6772
 KV6772'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV6772'RECOVERED IN GOOD CONDITION.
 KV6772
 KV6772                          STATION RECOVERY (2004)
 KV6772
 KV6772'RECOVERY NOTE BY SURVSAT 2004 (BRB)
 KV6772'MARK IS NOW 0.2' BELOW GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6761 ***********************************************************************
 KV6761  DESIGNATION -  15 D 2
 KV6761  PID         -  KV6761
 KV6761  STATE/COUNTY-  NJ/OCEAN
 KV6761  USGS QUAD   -  LAKEWOOD (1989)
 KV6761
 KV6761                         *CURRENT SURVEY CONTROL
 KV6761  ___________________________________________________________________
 KV6761* NAD 83(1996)-  40 04 29.44832(N)    074 09 10.26766(W)     ADJUSTED  
 KV6761* NAVD 88     -         6.7    (meters)      22.     (feet)  GPS OBS   
 KV6761  ___________________________________________________________________
 KV6761  X           -   1,334,595.851 (meters)                     COMP
 KV6761  Y           -  -4,701,591.221 (meters)                     COMP
 KV6761  Z           -   4,084,331.524 (meters)                     COMP
 KV6761  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 KV6761  ELLIP HEIGHT-         -26.21  (meters)          (10/23/02) GPS OBS
 KV6761  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV6761
 KV6761  HORZ ORDER  -  FIRST
 KV6761  ELLP ORDER  -  FOURTH    CLASS I
 KV6761
 KV6761.The horizontal coordinates were established by GPS observations
 KV6761.and adjusted by the National Geodetic Survey in May 1999..
 KV6761
 KV6761.The orthometric height was determined by GPS observations and a
 KV6761.high-resolution geoid model.
 KV6761
 KV6761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6761
 KV6761.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6761
 KV6761.The ellipsoidal height was determined by GPS observations
 KV6761.and is referenced to NAD 83.
 KV6761
 KV6761.The geoid height was determined by GEOID03.
 KV6761
 KV6761;                    North         East     Units Scale Factor Converg.
 KV6761;SPC NJ       -   137,881.960   179,608.974   MT  0.99991079   +0 13 24.6
 KV6761;SPC NJ       -   452,367.73    589,267.11   sFT  0.99991079   +0 13 24.6
 KV6761;UTM  18      - 4,436,408.331   572,233.730   MT  0.99966423   +0 32 43.5
 KV6761
 KV6761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6761!SPC NJ       -   1.00000411  x   0.99991079  =   0.99991490
 KV6761!UTM  18      -   1.00000411  x   0.99966423  =   0.99966834
 KV6761
 KV6761                          SUPERSEDED SURVEY CONTROL
 KV6761
 KV6761  ELLIP H (05/14/99)  -26.23   (m)                       GP(       ) 4 1
 KV6761  NAD 83(1992)-  40 04 29.44704(N)    074 09 10.27062(W) AD(       ) 1
 KV6761  ELLIP H (04/25/94)  -26.13   (m)                       GP(       ) 3 1
 KV6761  NAD 83(1986)-  40 04 29.44859(N)    074 09 10.27150(W) AD(       ) 1
 KV6761  ELLIP H (03/31/93)  -26.10   (m)                       GP(       ) 3 2
 KV6761
 KV6761.Superseded values are not recommended for survey control.
 KV6761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6761.See file dsdata.txt to determine how the superseded data were derived.
 KV6761
 KV6761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7223436408(NAD 83)
 KV6761_MARKER: DD = SURVEY DISK
 KV6761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6761_SP_SET: CONCRETE POST
 KV6761_STAMPING: 15 D 2 1991
 KV6761_MARK LOGO: NJGS  
 KV6761_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6761+STABILITY: SURFACE MOTION
 KV6761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6761+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2002
 KV6761
 KV6761  HISTORY     - Date     Condition        Report By
 KV6761  HISTORY     - 1991     MONUMENTED       NJGS
 KV6761  HISTORY     - 19930226 GOOD             NJHA
 KV6761  HISTORY     - 19930426 GOOD             MCCRON
 KV6761  HISTORY     - 19931209 GOOD             NJGS
 KV6761  HISTORY     - 20020920 GOOD             AASCO
 KV6761
 KV6761                          STATION DESCRIPTION
 KV6761
 KV6761'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6761'THE STATION IS LOCATED IN BRICK TOWNSHIP, SET IN THE FRONT LAWN OF THE
 KV6761'GROUNDS OF THE BRICK TOWNSHIP MUNICIPAL COMPLEX.  TO REACH THE
 KV6761'STATION FROM THE JUNCTION OF STATE ROUTE 88 AND CHAMBERS BRIDGE ROAD,
 KV6761'COUNTY ROAD 549, GO 0.96 KM (0.60 MI) SOUTHEAST ON CHAMBERS BRIDGE
 KV6761'ROAD TO THE STATION ON THE LEFT.  THE STATION IS 26.75 M (87.76 FT)
 KV6761'SOUTHWEST OF THE SOUTHERLY OF THREE FLAG POLES IN THE FRONT OF THE
 KV6761'MUNICIPAL BUILDING, 3.75 M (12.30 FT) NORTHEAST OF THE NORTHEAST CURB
 KV6761'OF CHAMBERS BRIDGE ROAD, 9.5 M (31.2 FT) SOUTHEAST OF POLE NUMBER BT
 KV6761'2563 BK, 14.06 M (46.13 FT) SOUTH OF THE WEST POST FOR THE COMPLEX
 KV6761'SIGN, 15.5 M (50.9 FT) SOUTHWEST OF THE EAST POST OF THE COMPLEX
 KV6761'SIGN, 16.0 M (52.5 FT) WEST OF THE WEST CURBLINE OF THE PARKING LOT
 KV6761'DRIVE THRU, 7.2 M (23.6 FT) SOUTH OF THE SOUTH RANGE OF THE MUNICIPAL
 KV6761'BUILDING, 1.6 M (5.2 FT) SOUTHEAST OF A WATER VALVE IN THE SIDEWALK
 KV6761'AND IS 0.1 M (0.3 FT) BELOW THE GROUND.
 KV6761'THE STATION IS LOCATED IN BRICK TOWNSHIP, SET IN THE FRONT LAWN OF THE
 KV6761'GROUNDS OF THE BRICK TOWNSHIP MUNICIPAL COMPLEX.  TO REACH THE
 KV6761'STATION FROM THE JUNCTION OF STATE ROUTE 88 AND CHAMBERS BRIDGE ROAD,
 KV6761'COUNTY ROAD 549, GO 0.96 KM (0.60 MI) SOUTHEAST ON CHAMBERS BRIDGE
 KV6761'ROAD TO THE STATION ON THE LEFT.  THE STATION IS 26.75 M (87.76 FT)
 KV6761'SOUTHWEST OF THE SOUTHERLY OF THREE FLAG POLES IN THE FRONT OF THE
 KV6761'MUNICIPAL BUILDING, 3.75 M (12.30 FT) NORTHEAST OF THE NORTHEAST CURB
 KV6761'OF CHAMBERS BRIDGE ROAD, 9.5 M (31.2 FT) SOUTHEAST OF POLE NUMBER BT
 KV6761'2563 BK, 14.06 M (46.13 FT) SOUTH OF THE WEST POST FOR THE COMPLEX
 KV6761'SIGN, 15.5 M (50.9 FT) SOUTHWEST OF THE EAST POST OF THE COMPLEX
 KV6761'SIGN, 16.0 M (52.5 FT) WEST OF THE WEST CURBLINE OF THE PARKING LOT
 KV6761'DRIVE THRU, 7.2 M (23.6 FT) SOUTH OF THE SOUTH RANGE OF THE MUNICIPAL
 KV6761'BUILDING, 1.6 M (5.2 FT) SOUTHEAST OF A WATER VALVE IN THE SIDEWALK
 KV6761'AND IS 0.1 M (0.3 FT) BELOW THE GROUND.
 KV6761
 KV6761                          STATION RECOVERY (1993)
 KV6761
 KV6761'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 KV6761'RECOVERED IN GOOD CONDITION.
 KV6761
 KV6761                          STATION RECOVERY (1993)
 KV6761
 KV6761'RECOVERY NOTE BY J R MCCRONE JR INCORPORATED 1993
 KV6761'RECOVERED IN GOOD CONDITION.
 KV6761
 KV6761                          STATION RECOVERY (1993)
 KV6761
 KV6761'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (RJK)
 KV6761'THE STATION IS LOCATED IN BRICK TOWNSHIP, SET IN THE FRONT LAWN OF THE
 KV6761'GROUNDS OF THE BRICK TOWNSHIP MUNICIPAL COMPLEX.  TO REACH THE STATION
 KV6761'FROM THE JUNCTION OF STATE ROUTE 88 AND CHAMBERS BRIDGE ROAD, COUNTY
 KV6761'ROAD 549, GO 0.96 KM (0.60 MI) SOUTHEAST ON CHAMBERS BRIDGE ROAD TO
 KV6761'THE STATION ON THE LEFT.  THE STATION IS 26.75 M (87.76 FT) SOUTHWEST
 KV6761'OF THE SOUTHERLY OF THREE FLAG POLES IN THE FRONT OF THE MUNICIPAL
 KV6761'BUILDING, 3.75 M (12.30 FT) NORTHEAST OF THE NORTHEAST CURB OF
 KV6761'CHAMBERS BRIDGE ROAD, 9.5 M (31.2 FT) SOUTHEAST OF POLE NUMBER BT 2563
 KV6761'BK, 14.06 M (46.13 FT) SOUTH OF THE WEST POST FOR THE COMPLEX SIGN,
 KV6761'15.5 M (50.9 FT) SOUTHWEST OF THE EAST POST OF THE COMPLEX SIGN, 16.0
 KV6761'M (52.5 FT) WEST OF THE WEST CURBLINE OF THE PARKING LOT DRIVE THRU,
 KV6761'7.2 M (23.6 FT) SOUTH OF THE SOUTH RANGE OF THE MUNICIPAL BUILDING,
 KV6761'1.6 M (5.2 FT) SOUTHEAST OF A WATER VALVE IN THE SIDEWALK AND IS 0.1 M
 KV6761'(0.3 FT) BELOW THE GROUND.
 KV6761
 KV6761                          STATION RECOVERY (2002)
 KV6761
 KV6761'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (CAS)
 KV6761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6689 ***********************************************************************
 AB6689  DESIGNATION -  15 D 3
 AB6689  PID         -  AB6689
 AB6689  STATE/COUNTY-  NJ/OCEAN
 AB6689  USGS QUAD   -  KESWICK GROVE (1971)
 AB6689
 AB6689                         *CURRENT SURVEY CONTROL
 AB6689  ___________________________________________________________________
 AB6689* NAD 83(1986)-  39 56 30.     (N)    074 17 49.     (W)     SCALED    
 AB6689* NAVD 88     -        17.123  (meters)      56.18   (feet)  ADJUSTED  
 AB6689  ___________________________________________________________________
 AB6689  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 AB6689  DYNAMIC HT  -          17.115 (meters)      56.15  (feet)  COMP
 AB6689  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 AB6689
 AB6689  VERT ORDER  -  SECOND    CLASS I
 AB6689
 AB6689.The horizontal coordinates were scaled from a topographic map and have
 AB6689.an estimated accuracy of +/- 6 seconds.
 AB6689
 AB6689.The orthometric height was determined by differential leveling
 AB6689.and adjusted by the National Geodetic Survey in September 1996..
 AB6689
 AB6689.The geoid height was determined by GEOID03.
 AB6689
 AB6689.The dynamic height is computed by dividing the NAVD 88
 AB6689.geopotential number by the normal gravity value computed on the
 AB6689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6689.degrees latitude (g = 980.6199 gals.).
 AB6689
 AB6689.The modeled gravity was interpolated from observed gravity values.
 AB6689
 AB6689;                    North         East    Units  Estimated Accuracy
 AB6689;SPC NJ       -   123,060.      167,350.      MT  (+/- 180 meters Scaled)
 AB6689
 AB6689                          SUPERSEDED SURVEY CONTROL
 AB6689
 AB6689.No superseded survey control is available for this station.
 AB6689
 AB6689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK600215(NAD 83)
 AB6689_MARKER: DD = SURVEY DISK
 AB6689_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB6689_SP_SET: CULVERT HEADWALL
 AB6689_STAMPING: 15 D 3 1995
 AB6689_MARK LOGO: NJGS  
 AB6689_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6689+STABILITY: SURFACE MOTION
 AB6689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6689+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6689
 AB6689  HISTORY     - Date     Condition        Report By
 AB6689  HISTORY     - 1995     MONUMENTED       NJGS
 AB6689
 AB6689                          STATION DESCRIPTION
 AB6689
 AB6689'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6689'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON THE NORTHWEST SIDE OF
 AB6689'PINEWALD KESWICK ROAD, COUNTY ROAD 530.  TO REACH THE STATION FROM THE
 AB6689'JUNCTION OF STATE ROUTE 70 AND COUNTY ROAD 539, GO SOUTHEAST ON COUNTY
 AB6689'ROAD 539 FOR ABOUT 0.15 MI (0.24 KM) TO THE WYE JUNCTION WITH COUNTY
 AB6689'ROAD 530.  BEAR TO THE LEFT AND GO SOUTHEAST ON COUNTY ROAD 530 FOR
 AB6689'5.4 MI (8.7 KM) TO THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE
 AB6689'AT THE NORTHWEST CORNER OF THE NORTH HEADWALL OF A CULVERT OVER
 AB6689'DAVENPORT BRANCH.  THE STATION IS 0.8 FT (24.4 CM) EAST FROM THE WEST
 AB6689'END OF THE CULVERT, 6.6 FT (2.0 M) WEST FROM THE CENTER OF THE
 AB6689'CULVERT, 15.0 FT (4.6 M) NORTH FROM THE CENTERLINE OF COUNTY ROAD 530
 AB6689'AND 9.5 FT (2.9 M) SOUTHEAST FROM THE EAST LEG OF A WOODEN BOX FOR A
 AB6689'STREAM GAGING STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6773 ***********************************************************************
 KV6773  DESIGNATION -  15 E 1
 KV6773  PID         -  KV6773
 KV6773  STATE/COUNTY-  NJ/OCEAN
 KV6773  USGS QUAD   -  LAKEWOOD (1989)
 KV6773
 KV6773                         *CURRENT SURVEY CONTROL
 KV6773  ___________________________________________________________________
 KV6773* NAD 83(1996)-  40 01 37.04597(N)    074 12 03.67641(W)     ADJUSTED  
 KV6773* NAVD 88     -        32.5    (meters)     107.     (feet)  GPS OBS   
 KV6773  ___________________________________________________________________
 KV6773  X           -   1,331,579.653 (meters)                     COMP
 KV6773  Y           -  -4,706,022.887 (meters)                     COMP
 KV6773  Z           -   4,080,277.754 (meters)                     COMP
 KV6773  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 KV6773  ELLIP HEIGHT-          -0.44  (meters)          (10/23/02) GPS OBS
 KV6773  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV6773
 KV6773  HORZ ORDER  -  FIRST
 KV6773  ELLP ORDER  -  FOURTH    CLASS I
 KV6773
 KV6773.The horizontal coordinates were established by GPS observations
 KV6773.and adjusted by the National Geodetic Survey in May 1999..
 KV6773
 KV6773.The orthometric height was determined by GPS observations and a
 KV6773.high-resolution geoid model.
 KV6773
 KV6773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6773
 KV6773.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6773
 KV6773.The ellipsoidal height was determined by GPS observations
 KV6773.and is referenced to NAD 83.
 KV6773
 KV6773.The geoid height was determined by GEOID03.
 KV6773
 KV6773;                    North         East     Units Scale Factor Converg.
 KV6773;SPC NJ       -   132,550.121   175,518.376   MT  0.99990801   +0 11 32.2
 KV6773;SPC NJ       -   434,874.86    575,846.54   sFT  0.99990801   +0 11 32.2
 KV6773;UTM  18      - 4,431,054.936   568,174.148   MT  0.99965721   +0 30 50.0
 KV6773
 KV6773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6773!SPC NJ       -   1.00000007  x   0.99990801  =   0.99990808
 KV6773!UTM  18      -   1.00000007  x   0.99965721  =   0.99965728
 KV6773
 KV6773:                Primary Azimuth Mark                     Grid Az
 KV6773:SPC NJ       -  15 F 1                                   347 46 21.0
 KV6773:UTM  18      -  15 F 1                                   347 27 03.2
 KV6773
 KV6773|---------------------------------------------------------------------|
 KV6773| PID    Reference Object                     Distance      Geod. Az  |
 KV6773|                                                           dddmmss.s |
 KV6773| KV6774 15 F 1                              415.746 METERS 3475753.2 |
 KV6773|---------------------------------------------------------------------|
 KV6773
 KV6773                          SUPERSEDED SURVEY CONTROL
 KV6773
 KV6773  ELLIP H (05/14/99)   -0.46   (m)                       GP(       ) 4 1
 KV6773  NAD 83(1986)-  40 01 37.04567(N)    074 12 03.67951(W) AD(       ) 1
 KV6773
 KV6773.Superseded values are not recommended for survey control.
 KV6773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6773.See file dsdata.txt to determine how the superseded data were derived.
 KV6773
 KV6773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6817431055(NAD 83)
 KV6773_MARKER: DD = SURVEY DISK
 KV6773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6773_SP_SET: CONCRETE POST
 KV6773_STAMPING: 15 E 1 1989
 KV6773_MARK LOGO: NJGS  
 KV6773_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6773+STABILITY: SURFACE MOTION
 KV6773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6773+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2002
 KV6773
 KV6773  HISTORY     - Date     Condition        Report By
 KV6773  HISTORY     - 1989     MONUMENTED       NJGS
 KV6773  HISTORY     - 19910604 GOOD             NJGS
 KV6773  HISTORY     - 20021104 GOOD             AASCO
 KV6773
 KV6773                          STATION DESCRIPTION
 KV6773
 KV6773'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6773'THE STATION IS LOCATED IN DOVER TOWNSHIP.  TO REACH THE STATION FROM
 KV6773'THE JUNCTION OF STATE ROUTE 37 AND STATE ROUTE 166 AT THE DOVER
 KV6773'SHOPPING CENTER AND NORTH OF TOMS RIVER, PROCEED 0.25 MI (0.40 KM)
 KV6773'NORTH ON ROUTE 166 TO THE Y JUNCTION WITH OLD FREEHOLD ROAD, COUNTY
 KV6773'ROAD 623, FORMING THE SOUTHERLY BOUNDARY OF THE RIVERSIDE CEMETARY,
 KV6773'BEAR TO THE RIGHT AND GO 1.3 MI (2.1 KM) NORTH ON OLD FREEHOLD ROAD
 KV6773'TO THE JUNCTION WITH BEA LEA ROAD, COUNTY ROAD 571, CONTINUE AHEAD
 KV6773'FOR 2.0 MI (3.2 KM) TO THE Y JUNCTION WITH NEW HAMPSHIRE AVENUE, BEAR
 KV6773'TO THE RIGHT AND GO 1.1 MI (1.8 KM) NORTH ON NEW HAMPSHIRE AVENUE TO
 KV6773'THE STATION ON THE RIGHT JUST SOUTH OF THE INTERSECTION WITH WHITE
 KV6773'OAK BOTTOM ROAD ON THE LEFT.  ALSO TO REACH THE STATION FROM THE
 KV6773'JUNCTION OF U.S. HIGHWAY 9 AND STATE ROUTE 70, GO 0.3 MI (0.5 KM)
 KV6773'EAST ON ROUTE 70 TO THE EXIT FOR EAST LOCUST STREET ON THE RIGHT, TURN
 KV6773'RIGHT AND GO 1.05 MI (1.69 KM) TO THE TEE INTERSECTION WITH NEW
 KV6773'HAMPSHIRE AVENUE, TURN RIGHT AND GO 1.35 MI (2.17 KM) TO THE STATION
 KV6773'ON THE LEFT, JUST SOUTH OF WHITE OAK BOTTOM ROAD.  THE STATION IS
 KV6773'22.5 SOUTH OF THE EXTENDED CENTERLINE OF WHITE OAK BOTTOM AVENUE, 9.4
 KV6773'M (30.8 FT) SOUTHEAST OF THE CENTERLINE OF NEW HAMPSHIRE AVENUE, 0.82
 KV6773'M (2.69 FT) SOUTH OF THE SOUTHWEST POST OF A RAIL FENCE, 14.45 M
 KV6773'(47.41 FT) NORTHWEST OF A CONCRETE PROPERTY MONUMENT, 0.85 M
 KV6773'(2.79 FT) WEST OF A CONCRETE PROPERTY MONUMENT AND IS FLUSH WITH THE
 KV6773'GROUND.
 KV6773
 KV6773                          STATION RECOVERY (2002)
 KV6773
 KV6773'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (GLB)
 KV6773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6690 ***********************************************************************
 AB6690  DESIGNATION -  15 E 3
 AB6690  PID         -  AB6690
 AB6690  STATE/COUNTY-  NJ/OCEAN
 AB6690  USGS QUAD   -  KESWICK GROVE (1971)
 AB6690
 AB6690                         *CURRENT SURVEY CONTROL
 AB6690  ___________________________________________________________________
 AB6690* NAD 83(1986)-  39 56 45.     (N)    074 19 24.     (W)     SCALED    
 AB6690* NAVD 88     -        25.628  (meters)      84.08   (feet)  ADJUSTED  
 AB6690  ___________________________________________________________________
 AB6690  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 AB6690  DYNAMIC HT  -          25.616 (meters)      84.04  (feet)  COMP
 AB6690  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 AB6690
 AB6690  VERT ORDER  -  SECOND    CLASS I
 AB6690
 AB6690.The horizontal coordinates were scaled from a topographic map and have
 AB6690.an estimated accuracy of +/- 6 seconds.
 AB6690
 AB6690.The orthometric height was determined by differential leveling
 AB6690.and adjusted by the National Geodetic Survey in September 1996..
 AB6690
 AB6690.The geoid height was determined by GEOID03.
 AB6690
 AB6690.The dynamic height is computed by dividing the NAVD 88
 AB6690.geopotential number by the normal gravity value computed on the
 AB6690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6690.degrees latitude (g = 980.6199 gals.).
 AB6690
 AB6690.The modeled gravity was interpolated from observed gravity values.
 AB6690
 AB6690;                    North         East    Units  Estimated Accuracy
 AB6690;SPC NJ       -   123,520.      165,100.      MT  (+/- 180 meters Scaled)
 AB6690
 AB6690                          SUPERSEDED SURVEY CONTROL
 AB6690
 AB6690.No superseded survey control is available for this station.
 AB6690
 AB6690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK578219(NAD 83)
 AB6690_MARKER: DD = SURVEY DISK
 AB6690_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB6690_SP_SET: PUMPING STATION FOUNDATION
 AB6690_STAMPING: 15 E 3 1995
 AB6690_MARK LOGO: NJGS  
 AB6690_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6690+STABILITY: SURFACE MOTION
 AB6690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6690+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6690
 AB6690  HISTORY     - Date     Condition        Report By
 AB6690  HISTORY     - 1995     MONUMENTED       NJGS
 AB6690
 AB6690                          STATION DESCRIPTION
 AB6690
 AB6690'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6690'THE STATION IS LOCATED IN MANCHESTER TOWNSHIP ON THE SOUTHWEST SIDE OF
 AB6690'PINEWALD KESWICK ROAD, COUNTY ROAD 530.  TO REACH THE STATION FROM THE
 AB6690'JUNCTION OF STATE ROUTE 70 AND COUNTY ROAD 539, GO SOUTHEAST ON COUNTY
 AB6690'ROAD 539 FOR ABOUT 0.15 MI (0.24 KM) TO THE WYE JUNCTION WITH COUNTY
 AB6690'ROAD 530.  BEAR TO THE LEFT AND GO SOUTHEAST ON COUNTY ROAD 530 FOR
 AB6690'3.9 MI (6.3 KM) TO A SAND DRIVEWAY LEADING TO A SEWER PUMPING STATION
 AB6690'AND THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE ABOUT 0.5 FT
 AB6690'(15.2 CM) ABOVE THE GROUND AT THE SOUTHWEST CORNER OF THE CONCRETE
 AB6690'FOUNDATION OF THE SEWER PUMPING STATION, STRUCTURE NUMBER 56286.  THE
 AB6690'STATION IS ABOUT 215 FT (65.5 M) WEST FROM THE CENTERLINE INTERSECTION
 AB6690'OF COUNTY ROAD 530 AND TOWNSHIP LINE LINE.  THE STATION IS 68.3 FT
 AB6690'(20.8 M) SOUTH SOUTHWEST FROM THE CENTERLINE OF COUNTY ROAD 530, 50.5
 AB6690'FT (15.4 M) SOUTHEAST FROM POLE NUMBER BT 2752 MC, 31.6 FT (9.6 M)
 AB6690'EAST FROM THE CENTERLINE OF A STONE ACCESS DRIVE AND 27.5 SOUTH FROM
 AB6690'AN ELECTRICAL JUNCTION BOX NUMBER 2041.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6774 ***********************************************************************
 KV6774  DESIGNATION -  15 F 1
 KV6774  PID         -  KV6774
 KV6774  STATE/COUNTY-  NJ/OCEAN
 KV6774  USGS QUAD   -  LAKEWOOD (1989)
 KV6774
 KV6774                         *CURRENT SURVEY CONTROL
 KV6774  ___________________________________________________________________
 KV6774* NAD 83(1996)-  40 01 50.22904(N)    074 12 07.33262(W)     ADJUSTED  
 KV6774* NAVD 88     -        32.5    (meters)     107.     (feet)  GPS OBS   
 KV6774  ___________________________________________________________________
 KV6774  X           -   1,331,425.044 (meters)                     COMP
 KV6774  Y           -  -4,705,794.872 (meters)                     COMP
 KV6774  Z           -   4,080,589.121 (meters)                     COMP
 KV6774  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 KV6774  ELLIP HEIGHT-          -0.41  (meters)          (10/23/02) GPS OBS
 KV6774  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV6774
 KV6774  HORZ ORDER  -  FIRST
 KV6774  ELLP ORDER  -  FOURTH    CLASS I
 KV6774
 KV6774.The horizontal coordinates were established by GPS observations
 KV6774.and adjusted by the National Geodetic Survey in May 1999..
 KV6774
 KV6774.The orthometric height was determined by GPS observations and a
 KV6774.high-resolution geoid model.
 KV6774
 KV6774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6774
 KV6774.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6774
 KV6774.The ellipsoidal height was determined by GPS observations
 KV6774.and is referenced to NAD 83.
 KV6774
 KV6774.The geoid height was determined by GEOID03.
 KV6774
 KV6774;                    North         East     Units Scale Factor Converg.
 KV6774;SPC NJ       -   132,956.398   175,430.332   MT  0.99990796   +0 11 29.9
 KV6774;SPC NJ       -   436,207.78    575,557.68   sFT  0.99990796   +0 11 29.9
 KV6774;UTM  18      - 4,431,460.610   568,083.847   MT  0.99965706   +0 30 47.8
 KV6774
 KV6774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6774!SPC NJ       -   1.00000006  x   0.99990796  =   0.99990802
 KV6774!UTM  18      -   1.00000006  x   0.99965706  =   0.99965712
 KV6774
 KV6774:                Primary Azimuth Mark                     Grid Az
 KV6774:SPC NJ       -  15 E 1                                   167 46 20.9
 KV6774:UTM  18      -  15 E 1                                   167 27 03.0
 KV6774
 KV6774|---------------------------------------------------------------------|
 KV6774| PID    Reference Object                     Distance      Geod. Az  |
 KV6774|                                                           dddmmss.s |
 KV6774| KV6773 15 E 1                              415.746 METERS 1675750.8 |
 KV6774|---------------------------------------------------------------------|
 KV6774
 KV6774                          SUPERSEDED SURVEY CONTROL
 KV6774
 KV6774  ELLIP H (05/14/99)   -0.43   (m)                       GP(       ) 4 1
 KV6774  NAD 83(1992)-  40 01 50.22693(N)    074 12 07.33467(W) AD(       ) 1
 KV6774  ELLIP H (04/25/94)   -0.33   (m)                       GP(       ) 3 1
 KV6774  NAD 83(1986)-  40 01 50.22897(N)    074 12 07.33574(W) AD(       ) 1
 KV6774
 KV6774.Superseded values are not recommended for survey control.
 KV6774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6774.See file dsdata.txt to determine how the superseded data were derived.
 KV6774
 KV6774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6808431461(NAD 83)
 KV6774_MARKER: DD = SURVEY DISK
 KV6774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6774_SP_SET: CONCRETE POST
 KV6774_STAMPING: 15 F 1 1989
 KV6774_MARK LOGO: NJGS  
 KV6774_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6774+STABILITY: SURFACE MOTION
 KV6774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6774+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1993
 KV6774
 KV6774  HISTORY     - Date     Condition        Report By
 KV6774  HISTORY     - 1989     MONUMENTED       NJGS
 KV6774  HISTORY     - 19910604 GOOD             NJGS
 KV6774  HISTORY     - 19930225 GOOD             NJHA
 KV6774
 KV6774                          STATION DESCRIPTION
 KV6774
 KV6774'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6774'THE STATION IS LOCATED IN DOVER TOWNSHIP.  TO REACH THE STATION FROM
 KV6774'THE JUNCTION OF STATE ROUTE 37 AND STATE ROUTE 166 AT THE DOVER
 KV6774'SHOPPING CENTER AND NORTH OF TOMS RIVER, PROCEED 0.25 MI (0.40 KM)
 KV6774'NORTH ON ROUTE 166 TO THE Y JUNCTION WITH OLD FREEHOLD ROAD, COUNTY
 KV6774'ROAD 623, FORMING THE SOUTHERLY BOUNDARY OF THE RIVERSIDE CEMETARY,
 KV6774'BEAR TO THE RIGHT AND GO 1.3 MI (2.1 KM) NORTH ON OLD FREEHOLD ROAD
 KV6774'TO THE JUNCTION WITH BEA LEA ROAD, COUNTY ROAD 571, CONTINUE AHEAD
 KV6774'FOR 2.0 MI (3.2 KM) TO A Y JUNCTION WITH NEW HAMPSHIRE AVEUNE BEARING
 KV6774'TO THE RIGHT, TURN RIGHT AND GO 1.35 MI (2.17 KM) TO THE STATION ON
 KV6774'THE LEFT. ALSO TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 KV6774'9 AND STATE ROUTE 70, GO 0.3 MI (0.5 KM) ON ROUTE 70 TO THE EXIT FOR
 KV6774'EAST LOCUST STREE, TURN RIGHT AND GO  1.05 MI (1.69 KM) TO THE
 KV6774'JUNCTION WITH NEW HAMPSHIRE AVENUE, TURN RIGHT AND GO 1.1 MI
 KV6774'(1.8 KM) TO THE STATION ON THE RIGHT.  THE STATION IS SOUTH OF A DIRT
 KV6774'DRIVEWAY LEADING TO A BROWN WOOD SHINGLE ONE STORY HOUSE, 18.2 M
 KV6774'(59.7 FT) EAST OF THE FRONT DOOR TO THE HOUSE, 19.4 M (63.6 FT) EAST
 KV6774'SOUTHEAST OF THE CHIMNEY TO THE HOUSE, 18.2 M (59.7 FT) SOUTH OF POLE
 KV6774'NUMBER BT2222DV, 17.23 M (56.53 FT) NORTHEAST OF THE SOUTHEAST CORNER
 KV6774'OF THE HOUSE, 12.4 M (40.7 FT) NORTH OF THE WEST TREE OF A TWIN BIRCH
 KV6774'AND FLUSH WITH THE GROUND.
 KV6774
 KV6774                          STATION RECOVERY (1993)
 KV6774
 KV6774'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 KV6774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6723 ***********************************************************************
 AB6723  DESIGNATION -  15 F 3
 AB6723  PID         -  AB6723
 AB6723  STATE/COUNTY-  NJ/OCEAN
 AB6723  USGS QUAD   -  KESWICK GROVE (1971)
 AB6723
 AB6723                         *CURRENT SURVEY CONTROL
 AB6723  ___________________________________________________________________
 AB6723* NAD 83(1986)-  39 56 58.     (N)    074 22 05.     (W)     SCALED    
 AB6723* NAVD 88     -        39.074  (meters)     128.20   (feet)  ADJUSTED  
 AB6723  ___________________________________________________________________
 AB6723  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 AB6723  DYNAMIC HT  -          39.056 (meters)     128.14  (feet)  COMP
 AB6723  MODELED GRAV-     980,164.4   (mgal)                       NAVD 88
 AB6723
 AB6723  VERT ORDER  -  SECOND    CLASS I
 AB6723
 AB6723.The horizontal coordinates were scaled from a topographic map and have
 AB6723.an estimated accuracy of +/- 6 seconds.
 AB6723
 AB6723.The orthometric height was determined by differential leveling
 AB6723.and adjusted by the National Geodetic Survey in September 1996..
 AB6723
 AB6723.The geoid height was determined by GEOID03.
 AB6723
 AB6723.The dynamic height is computed by dividing the NAVD 88
 AB6723.geopotential number by the normal gravity value computed on the
 AB6723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6723.degrees latitude (g = 980.6199 gals.).
 AB6723
 AB6723.The modeled gravity was interpolated from observed gravity values.
 AB6723
 AB6723;                    North         East    Units  Estimated Accuracy
 AB6723;SPC NJ       -   123,910.      161,270.      MT  (+/- 180 meters Scaled)
 AB6723
 AB6723                          SUPERSEDED SURVEY CONTROL
 AB6723
 AB6723.No superseded survey control is available for this station.
 AB6723
 AB6723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK539223(NAD 83)
 AB6723_MARKER: DD = SURVEY DISK
 AB6723_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB6723_SP_SET: PIPE HEADWALL
 AB6723_STAMPING: 15 F 3 1995
 AB6723_MARK LOGO: NJGS  
 AB6723_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6723+STABILITY: SURFACE MOTION
 AB6723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6723+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6723
 AB6723  HISTORY     - Date     Condition        Report By
 AB6723  HISTORY     - 1995     MONUMENTED       NJGS
 AB6723
 AB6723                          STATION DESCRIPTION
 AB6723
 AB6723'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6723'THE STATION IS LOCATED IN MANCHESTER TOWNSHIP ON THE NORTHEAST SIDE OF
 AB6723'COUNTY ROAD 530.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AB6723'ROUTE 70 AND COUNTY ROAD 539, GO SOUTHEAST ON COUNTY ROAD 539 FOR
 AB6723'ABOUT 0.15 MI (0.24 KM) TO THE WYE JUNCTION WITH COUNTY ROAD 530. BEAR
 AB6723'TO THE LEFT AND GO SOUTHEAST ON COUNTY ROAD 530 FOR 1.4 MI (2.3 KM) TO
 AB6723'THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE SOUTHEAST
 AB6723'END OF A LARGE CONCRETE HEADWALL WITH OUTFALL PIPE FOR A RETENTION
 AB6723'BASIN ENPOUNDMENT ON THE NORTHEAST SIDE OF COUNTY ROAD 530.  THE
 AB6723'STATION IS IMMEDIATLY NORTHEAST OF THE PIPED PORTION OF DAVENPORT
 AB6723'BRANCH CREEK UNDER COUNTY ROAD 530.  THE STATION IS 44.0 FT (13.4 M)
 AB6723'NORTHEAST FROM THE CENTERLINE OF COUNTY ROAD 530, 29.3 FT (8.9 M)
 AB6723'SOUTHEAST FROM THE NORTHWEST END OF THE HEADWALL AND 0.5 FT (15.2 CM)
 AB6723'NORTHWEST FROM THE SOUTHEAST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7263 ***********************************************************************
 AC7263  DESIGNATION -  15 F 3
 AC7263  PID         -  AC7263
 AC7263  STATE/COUNTY-  NJ/OCEAN
 AC7263  USGS QUAD   -  SHIP BOTTOM (1972)
 AC7263
 AC7263                         *CURRENT SURVEY CONTROL
 AC7263  ___________________________________________________________________
 AC7263* NAD 83(1986)-  39 38 08.     (N)    074 11 12.     (W)     SCALED    
 AC7263* NAVD 88     -         1.287  (meters)       4.22   (feet)  ADJUSTED  
 AC7263  ___________________________________________________________________
 AC7263  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 AC7263  DYNAMIC HT  -           1.286 (meters)       4.22  (feet)  COMP
 AC7263  MODELED GRAV-     980,149.0   (mgal)                       NAVD 88
 AC7263
 AC7263  VERT ORDER  -  FIRST     CLASS I
 AC7263
 AC7263.The horizontal coordinates were scaled from a topographic map and have
 AC7263.an estimated accuracy of +/- 6 seconds.
 AC7263
 AC7263.The orthometric height was determined by differential leveling
 AC7263.and adjusted by the National Geodetic Survey in April 1997..
 AC7263
 AC7263.The geoid height was determined by GEOID03.
 AC7263
 AC7263.The dynamic height is computed by dividing the NAVD 88
 AC7263.geopotential number by the normal gravity value computed on the
 AC7263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7263.degrees latitude (g = 980.6199 gals.).
 AC7263
 AC7263.The modeled gravity was interpolated from observed gravity values.
 AC7263
 AC7263;                    North         East    Units  Estimated Accuracy
 AC7263;SPC NJ       -    89,100.      176,900.      MT  (+/- 180 meters Scaled)
 AC7263
 AC7263                          SUPERSEDED SURVEY CONTROL
 AC7263
 AC7263.No superseded survey control is available for this station.
 AC7263
 AC7263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ697876(NAD 83)
 AC7263_MARKER: DD = SURVEY DISK
 AC7263_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC7263_SP_SET: PUMPING STATION FOUNDATION
 AC7263_STAMPING: 15 F 3
 AC7263_MARK LOGO: NJGS  
 AC7263_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7263+STABILITY: SURFACE MOTION
 AC7263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC7263+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 AC7263
 AC7263  HISTORY     - Date     Condition        Report By
 AC7263  HISTORY     - 1996     MONUMENTED       NJGS
 AC7263  HISTORY     - 20060421 GOOD             GEOCAC
 AC7263
 AC7263                          STATION DESCRIPTION
 AC7263
 AC7263'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 AC7263'THE STATION IS LOCATED THE BOROUGH OF SHIP BOTTOM IN LONG BEACH
 AC7263'TOWNSHIP.  TO REACH THE STATION FROM THE INTERSECTION OF 9TH STREET,
 AC7263'THE EASTBOUND LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE
 AC7263'BOROUGH OF SHIP BOTTOM, GO 1.1 MI (1.8 KM) SOUTH ON LONG BEACH
 AC7263'BOULEVARD TO THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN
 AC7263'THE FOUNDATION FOR A 10 FT (3.0 M) HIGH VENT PIPE ON THE OCEAN COUNTY
 AC7263'WATER AUTHORITY SM9 WATER METERING STATION.  THE STATION IS 14.5 FT
 AC7263'(4.4 M) NORTHWEST FROM THE NORTHWEST CURB OF LONG BEACH BOULEVARD,
 AC7263'53.0 FT (16.2 M) SOUTHWEST FROM THE SOUTHWEST CURB OF ROBERT DRIVE,
 AC7263'52.0 FT (15.8 M) NORTHEAST FROM A MUNICIPAL BOUNDARY MARKER POST FOR
 AC7263'BRANT BEACH, 38.6 FT (11.8 M) WEST SOUTHWEST FROM POLE NUMBER BT 188 T
 AC7263'12596, 46.5 FT (14.2 M) NORTH NORTHEAST FROM POLE NUMBER BT 38 231 SR
 AC7263'AND 1.3 FT (0.4 M) NORTHEAST FROM THE CENTER OF A 10 FT (3.0 M) HIGH
 AC7263'ALUMINUM VENT PIPE WITH CURVED TOP.  THE STATION IS ABOUT 0.8 FT (24.4
 AC7263'CM) ABOVE THE SIDEWALK.
 AC7263
 AC7263                          STATION RECOVERY (2006)
 AC7263
 AC7263'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AC7263'HANDHELD COORDINATES ARE N39-38-11.04 W074-11-11.22.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6775 ***********************************************************************
 KV6775  DESIGNATION -  15 G 1
 KV6775  PID         -  KV6775
 KV6775  STATE/COUNTY-  NJ/OCEAN
 KV6775  USGS QUAD   -  LAKEWOOD (1989)
 KV6775
 KV6775                         *CURRENT SURVEY CONTROL
 KV6775  ___________________________________________________________________
 KV6775* NAD 83(1996)-  40 02 28.53457(N)    074 11 53.25453(W)     ADJUSTED  
 KV6775* NAVD 88     -        27.2    (meters)      89.     (feet)  GPS OBS   
 KV6775  ___________________________________________________________________
 KV6775  X           -   1,331,538.162 (meters)                     COMP
 KV6775  Y           -  -4,704,968.807 (meters)                     COMP
 KV6775  Z           -   4,081,490.288 (meters)                     COMP
 KV6775  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 KV6775  ELLIP HEIGHT-          -5.71  (meters)          (10/23/02) GPS OBS
 KV6775  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV6775
 KV6775  HORZ ORDER  -  FIRST
 KV6775  ELLP ORDER  -  FOURTH    CLASS I
 KV6775
 KV6775.The horizontal coordinates were established by GPS observations
 KV6775.and adjusted by the National Geodetic Survey in May 1999..
 KV6775
 KV6775.The orthometric height was determined by GPS observations and a
 KV6775.high-resolution geoid model.
 KV6775
 KV6775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6775
 KV6775.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6775
 KV6775.The ellipsoidal height was determined by GPS observations
 KV6775.and is referenced to NAD 83.
 KV6775
 KV6775.The geoid height was determined by GEOID03.
 KV6775
 KV6775;                    North         East     Units Scale Factor Converg.
 KV6775;SPC NJ       -   134,138.869   175,760.086   MT  0.99990817   +0 11 39.1
 KV6775;SPC NJ       -   440,087.27    576,639.55   sFT  0.99990817   +0 11 39.1
 KV6775;UTM  18      - 4,432,644.617   568,406.877   MT  0.99965761   +0 30 57.2
 KV6775
 KV6775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6775!SPC NJ       -   1.00000090  x   0.99990817  =   0.99990907
 KV6775!UTM  18      -   1.00000090  x   0.99965761  =   0.99965851
 KV6775
 KV6775:                Primary Azimuth Mark                     Grid Az
 KV6775:SPC NJ       -  15 H 1                                   005 07 04.2
 KV6775:UTM  18      -  15 H 1                                   004 47 46.1
 KV6775
 KV6775|---------------------------------------------------------------------|
 KV6775| PID    Reference Object                     Distance      Geod. Az  |
 KV6775|                                                           dddmmss.s |
 KV6775| KV6776 15 H 1                              APPROX. 0.5 KM 0051843.3 |
 KV6775|---------------------------------------------------------------------|
 KV6775
 KV6775                          SUPERSEDED SURVEY CONTROL
 KV6775
 KV6775  ELLIP H (05/14/99)   -5.73   (m)                       GP(       ) 4 1
 KV6775  NAD 83(1986)-  40 02 28.53461(N)    074 11 53.25806(W) AD(       ) 1
 KV6775
 KV6775.Superseded values are not recommended for survey control.
 KV6775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6775.See file dsdata.txt to determine how the superseded data were derived.
 KV6775
 KV6775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6840732645(NAD 83)
 KV6775_MARKER: DD = SURVEY DISK
 KV6775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6775_SP_SET: CONCRETE POST
 KV6775_STAMPING: 15 G 1 1989
 KV6775_MARK LOGO: NJGS  
 KV6775_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6775+STABILITY: SURFACE MOTION
 KV6775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6775+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1991
 KV6775
 KV6775  HISTORY     - Date     Condition        Report By
 KV6775  HISTORY     - 1989     MONUMENTED       NJGS
 KV6775  HISTORY     - 19910604 GOOD             NJGS
 KV6775
 KV6775                          STATION DESCRIPTION
 KV6775
 KV6775'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6775'THE STATION IS LOCATED IN LAKEWOOD TOWNSHIP.  TO REACH THE STATION
 KV6775'FROM THE JUNCTION OF STATE ROUTE 37 AND STATE ROUTE 166 AT THE DOVER
 KV6775'SHOPPING CENTER AND NORTH OF TOMS RIVER, PROCEED 0.25 MI (0.40 KM)
 KV6775'NORTH ON ROUTE 166 TO THE Y JUNCTION WITH OLD FREEHOLD ROAD, COUNTY
 KV6775'ROAD 623, FORMING THE SOUTHERLY BOUNDARY OF THE RIVERSIDE CEMETARY,
 KV6775'BEAR TO THE RIGHT AND GO 1.3 MI (2.1 KM) NORTH ON OLD FREEHOLD ROAD
 KV6775'TO THE JUNCTION WITH BEA LEA ROAD, COUNTY ROAD 571, CONTINUE AHEAD
 KV6775'FOR 2.0 MI (3.2 KM) TO THE Y JUNCTION WITH NEW HAMPSHIRE AVENUE, BEAR
 KV6775'TO THE RIGHT AND GO 2.1 MI (3.4 KM) ON NEW HAMPSHIRE AVENUE TO THE
 KV6775'STATION ON THE RIGHT. ALSO TO REACH THE STATION FROM THE INTERSECTION
 KV6775'OF U.S HIGHWAY 9 AND STATE ROUTE 70, GO 0.3 MI (0.5 KM) EAST ON ROUTE
 KV6775'70 TO THE EXIT FOR EAST LOCUST STREET ON THE RIGHT, TURN RIGHT AND GO
 KV6775'1.05 MI (1.69 KM) TO THE TEE INTERSECTION WITH NEW HAMPSHIRE AVENUE,
 KV6775'TURN RIGHT AND GO 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT, JUST
 KV6775'NORTH OF RONALD ROAD.  THE STATION IS 14.65 M (48.06 FT) NORTH OF THE
 KV6775'CENTERLINE OF RONALD ROAD, 8.5 M (27.9 FT) EAST OF THE CENTERLINE OF
 KV6775'NEW HAMPSHIRE AVENUE, 37.75 M (123.85 FT) NORTHWEST OF POLE NUMBER
 KV6775'BT1756LD ON THE NORTH SIDE OF RONALD ROAD, 7.65 M (25.10 FT)
 KV6775'SOUTHWEST OF A ONE STORY FRAME HOUSE, NUMBER 7, 22.35 M (73.33 FT)
 KV6775'NORTH OF A CONCRETE MARKER ON THE SOUTHEAST CORNER OF RONALD DRIVE AND
 KV6775'NEW HAMPSHIRE AVENUE, 17.2 M (56.4 FT) NORTHWEST OF A FIRE HYDRANT ON
 KV6775'THE NORTH SIDE OF RONALD ROAD, 15.2 M (49.9 FT) SOUTH SOUTHWEST OF
 KV6775'THE CENTERLINE OF THE DRIVEWAY TO HOUSE NUMBER 7 AND SET 0.15 M
 KV6775'(0.49 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7260 ***********************************************************************
 AC7260  DESIGNATION -  15 G 3
 AC7260  PID         -  AC7260
 AC7260  STATE/COUNTY-  NJ/OCEAN
 AC7260  USGS QUAD   -  BEACH HAVEN (1977)
 AC7260
 AC7260                         *CURRENT SURVEY CONTROL
 AC7260  ___________________________________________________________________
 AC7260* NAD 83(1986)-  39 35 28.     (N)    074 13 09.     (W)     SCALED    
 AC7260* NAVD 88     -         1.577  (meters)       5.17   (feet)  ADJUSTED  
 AC7260  ___________________________________________________________________
 AC7260  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 AC7260  DYNAMIC HT  -           1.576 (meters)       5.17  (feet)  COMP
 AC7260  MODELED GRAV-     980,141.5   (mgal)                       NAVD 88
 AC7260
 AC7260  VERT ORDER  -  FIRST     CLASS I
 AC7260
 AC7260.The horizontal coordinates were scaled from a topographic map and have
 AC7260.an estimated accuracy of +/- 6 seconds.
 AC7260
 AC7260.The orthometric height was determined by differential leveling
 AC7260.and adjusted by the National Geodetic Survey in April 1997..
 AC7260
 AC7260.The geoid height was determined by GEOID03.
 AC7260
 AC7260.The dynamic height is computed by dividing the NAVD 88
 AC7260.geopotential number by the normal gravity value computed on the
 AC7260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7260.degrees latitude (g = 980.6199 gals.).
 AC7260
 AC7260.The modeled gravity was interpolated from observed gravity values.
 AC7260
 AC7260;                    North         East    Units  Estimated Accuracy
 AC7260;SPC NJ       -    84,160.      174,120.      MT  (+/- 180 meters Scaled)
 AC7260
 AC7260                          SUPERSEDED SURVEY CONTROL
 AC7260
 AC7260.No superseded survey control is available for this station.
 AC7260
 AC7260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ670826(NAD 83)
 AC7260_MARKER: DD = SURVEY DISK
 AC7260_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC7260_SP_SET: RETAINING WALL
 AC7260_STAMPING: 15 G 3 1996
 AC7260_MARK LOGO: NJGS  
 AC7260_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7260+STABILITY: SURFACE MOTION
 AC7260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7260+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC7260
 AC7260  HISTORY     - Date     Condition        Report By
 AC7260  HISTORY     - 1996     MONUMENTED       NJGS
 AC7260
 AC7260                          STATION DESCRIPTION
 AC7260
 AC7260'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 AC7260'THE STATION IS LOCATED IN LONG BEACH TOWNSHIP IN THE COMMUNITY OF
 AC7260'HAVEN BEACH.  TO REACH THE STATION FROM THE INTERSECTION OF 9TH
 AC7260'STREET, THE EASTBOUND LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD
 AC7260'IN THE BOROUGH OF SHIP BOTTOM, GO 4.7 MI (7.6 KM) SOUTHWEST ON LONG
 AC7260'BEACH BOULEVARD TO THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE
 AC7260'IN THE TOP OF A LOW CONCRETE RETAINING WALL, ON THE NORTH SIDE OF AND
 AC7260'ADJACENT TO THE PARKING LOT FOR THE G.  ANDERSON REAL ESTATE AND
 AC7260'INSURANCE AGENCY.  THE STATION IS 20 FT (6.1 M) NORTHEAST FROM THE
 AC7260'NORTHEAST CURBLINE OF UTAH AVENUE (120TH STREET) , 22.1 FT (6.7 M)
 AC7260'EAST SOUTHEAST FROM POLE NUMBER P7537, 12.1 FT (3.7 M) SOUTHEAST FROM
 AC7260'THE NORTHWEST END OF THE CONCRETE RETAINING WALL, 41.8 FT (12.7 M)
 AC7260'NORTH NORTHWEST FROM THE NORTH CORNER OF A ONE STORY MASONRY BUILDING
 AC7260'FOR THE ANDERSON AGENCY, 139.5 FT (42.5 M) SOUTH SOUTHWEST FROM THE
 AC7260'SOUTHWEST CURBLINE OF NEVADA AVENUE (119TH STREET) AND 22.3 FT (6.8 M)
 AC7260'SOUTHEAST FROM THE SOUTHEAST CURB OF LONG BEACH BOULEVARD.  THE
 AC7260'STATION IS ABOUT 1 FT (0.3 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6776 ***********************************************************************
 KV6776  DESIGNATION -  15 H 1
 KV6776  PID         -  KV6776
 KV6776  STATE/COUNTY-  NJ/OCEAN
 KV6776  USGS QUAD   -  LAKEWOOD (1989)
 KV6776
 KV6776                         *CURRENT SURVEY CONTROL
 KV6776  ___________________________________________________________________
 KV6776* NAD 83(1996)-  40 02 45.14520(N)    074 11 51.24499(W)     ADJUSTED  
 KV6776* NAVD 88     -        19.5    (meters)      64.     (feet)  GPS OBS   
 KV6776  ___________________________________________________________________
 KV6776  X           -   1,331,492.628 (meters)                     COMP
 KV6776  Y           -  -4,704,632.984 (meters)                     COMP
 KV6776  Z           -   4,081,877.527 (meters)                     COMP
 KV6776  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 KV6776  ELLIP HEIGHT-         -13.44  (meters)          (10/23/02) GPS OBS
 KV6776  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV6776
 KV6776  HORZ ORDER  -  FIRST
 KV6776  ELLP ORDER  -  FOURTH    CLASS I
 KV6776
 KV6776.The horizontal coordinates were established by GPS observations
 KV6776.and adjusted by the National Geodetic Survey in May 1999..
 KV6776
 KV6776.The orthometric height was determined by GPS observations and a
 KV6776.high-resolution geoid model.
 KV6776
 KV6776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6776
 KV6776.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6776
 KV6776.The ellipsoidal height was determined by GPS observations
 KV6776.and is referenced to NAD 83.
 KV6776
 KV6776.The geoid height was determined by GEOID03.
 KV6776
 KV6776;                    North         East     Units Scale Factor Converg.
 KV6776;SPC NJ       -   134,651.305   175,805.980   MT  0.99990820   +0 11 40.5
 KV6776;SPC NJ       -   441,768.49    576,790.12   sFT  0.99990820   +0 11 40.5
 KV6776;UTM  18      - 4,433,157.175   568,449.883   MT  0.99965768   +0 30 58.7
 KV6776
 KV6776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6776!SPC NJ       -   1.00000211  x   0.99990820  =   0.99991031
 KV6776!UTM  18      -   1.00000211  x   0.99965768  =   0.99965979
 KV6776
 KV6776:                Primary Azimuth Mark                     Grid Az
 KV6776:SPC NJ       -  15 G 1                                   185 07 04.1
 KV6776:UTM  18      -  15 G 1                                   184 47 45.9
 KV6776
 KV6776|---------------------------------------------------------------------|
 KV6776| PID    Reference Object                     Distance      Geod. Az  |
 KV6776|                                                           dddmmss.s |
 KV6776| KV6775 15 G 1                              APPROX. 0.5 KM 1851844.6 |
 KV6776|---------------------------------------------------------------------|
 KV6776
 KV6776                          SUPERSEDED SURVEY CONTROL
 KV6776
 KV6776  ELLIP H (05/14/99)  -13.46   (m)                       GP(       ) 4 1
 KV6776  NAD 83(1992)-  40 02 45.14311(N)    074 11 51.24721(W) AD(       ) 1
 KV6776  ELLIP H (04/25/94)  -13.35   (m)                       GP(       ) 3 1
 KV6776  NAD 83(1986)-  40 02 45.14541(N)    074 11 51.24838(W) AD(       ) 1
 KV6776
 KV6776.Superseded values are not recommended for survey control.
 KV6776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6776.See file dsdata.txt to determine how the superseded data were derived.
 KV6776
 KV6776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6845033157(NAD 83)
 KV6776_MARKER: DD = SURVEY DISK
 KV6776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6776_SP_SET: CONCRETE POST
 KV6776_STAMPING: 15 H 1 1989
 KV6776_MARK LOGO: NJGS  
 KV6776_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6776+STABILITY: SURFACE MOTION
 KV6776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6776+SATELLITE: SATELLITE OBSERVATIONS - December 09, 1993
 KV6776
 KV6776  HISTORY     - Date     Condition        Report By
 KV6776  HISTORY     - 1989     MONUMENTED       NJGS
 KV6776  HISTORY     - 19910604 GOOD             NJGS
 KV6776  HISTORY     - 19930225 GOOD             NJHA
 KV6776  HISTORY     - 19931209 GOOD             NJGS
 KV6776
 KV6776                          STATION DESCRIPTION
 KV6776
 KV6776'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6776'THE STATION IS LOCATED IN LAKEWOOD TOWNSHIP.  TO REACH THE STATION
 KV6776'FROM THE JUNCTION OF STATE ROUTE 37 AND STATE ROUTE 166 AT THE DOVER
 KV6776'SHOPPING CENTER AND NORTH OF TOMS RIVER, PROCEED 0.25 MI (0.40 KM)
 KV6776'NORTH ON ROUTE 166 TO THE Y JUNCTION WITH OLD FREEHOLD ROAD, COUNTY
 KV6776'ROAD 623, FORMING THE SOUTHERLY BOUNDARY OF THE RIVERSIDE CEMETARY,
 KV6776'BEAR TO THE RIGHT AND GO 1.3 MI (2.1 KM) NORTH ON OLD FREEHOLD ROAD
 KV6776'TO THE JUNCTION WITH BEA LEA ROAD, COUNTY ROAD 571, CONTINUE AHEAD
 KV6776'FOR 2.0 MI (3.2 KM) TO A Y JUNCTION WITH NEW HAMPSHIRE AVENUE, BEAR
 KV6776'TO THE RIGHT AND GO 2.4 MI (3.9 KM) TO THE STATION ON THE LEFT.  ALSO
 KV6776'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 9 AND STATE
 KV6776'ROUTE 70, GO 0.3 MI (0.5 KM) ON ROUTE 70 TO THE EXIT FOR EAST LOCUST
 KV6776'STREET, TURN RIGHT AND GO 1.05 MI (1.69 KM) TO THE JUNCTION WITH NEW
 KV6776'HAMPSHIRE AVENUE AND THE STATION ON THE LEFT.  THE STATION IS 9.4 M
 KV6776'(30.8 FT) WEST OF THE CENTERLINE OF NEW HAMSHIRE AVENUE, 20.70 M
 KV6776'(67.91 FT) NORTH OF THE CENTERLINE OF LOCUST STREET, 26.08 M
 KV6776'(85.56 FT) NORTH OF POLE NUMBER 40266LD ON THE WEST SIDE OF NEW
 KV6776'HAMPSHIRE AVENUE, 7.1 M (23.3 FT) SOUTHWEST OF A POLE NUMBER
 KV6776'JC1506LD, 13.95 M (45.77 FT) NORTH OF A NEW JERSEY GAS MARKER ON THE
 KV6776'NORTH SIDE OF LOCUST STREET, 31.1 M (102.0 FT) NORTH OF THE CORNER OF
 KV6776'A CHAIN LINK FENCE POST ON THE SOUTHWEST CORNER OF LOCUST AND NEW
 KV6776'HAMPSHIRE AVENUE, 26.3 M (86.3 FT) NORTHWEST OF SIX FOOT HIGH, FOUR
 KV6776'INCH IN DIAMETER ALUMINUM GATE POST ON THE NORTHEAST CORNER OF LOCUST
 KV6776'AND NEW HAMPSHIRE AVENUES, 8.1 M (26.6 FT) NORTH OF THE THE STREET
 KV6776'SIGN AT THE NORTHWEST CORNER OF THE INTERSECTION AND FLUSH WITH THE
 KV6776'GROUND.
 KV6776
 KV6776                          STATION RECOVERY (1993)
 KV6776
 KV6776'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 KV6776'RECOVERED IN GOOD CONDITION.
 KV6776
 KV6776                          STATION RECOVERY (1993)
 KV6776
 KV6776'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (ECB)
 KV6776'THE STATION IS LOCATED IN LAKEWOOD TOWNSHIP.  TO REACH THE STATION
 KV6776'FROM THE JUNCTION OF STATE ROUTE 37 AND STATE ROUTE 166 AT THE DOVER
 KV6776'SHOPPING CENTER AND NORTH OF TOMS RIVER, PROCEED 0.25 MI (0.40 KM)
 KV6776'NORTH ON ROUTE 166 TO THE Y JUNCTION WITH OLD FREEHOLD ROAD, COUNTY
 KV6776'ROAD 623, FORMING THE SOUTHERLY BOUNDARY OF THE RIVERSIDE CEMETARY,
 KV6776'BEAR TO THE RIGHT AND GO 1.3 MI (2.1 KM) NORTH ON OLD FREEHOLD ROAD TO
 KV6776'THE JUNCTION WITH BEA LEA ROAD, COUNTY ROAD 571, CONTINUE AHEAD FOR
 KV6776'2.0 MI (3.2 KM) TO A Y JUNCTION WITH NEW HAMPSHIRE AVENUE, BEAR TO THE
 KV6776'RIGHT AND GO 2.4 MI (3.9 KM) TO THE STATION ON THE LEFT.  ALSO TO
 KV6776'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 9 AND STATE ROUTE
 KV6776'70, GO 0.3 MI (0.5 KM) ON ROUTE 70 TO THE EXIT FOR EAST LOCUST STREET,
 KV6776'TURN RIGHT AND GO 1.05 MI (1.69 KM) TO THE JUNCTION WITH NEW HAMPSHIRE
 KV6776'AVENUE AND THE STATION ON THE LEFT.  THE STATION IS 9.4 M (30.8 FT)
 KV6776'WEST OF THE CENTERLINE OF NEW HAMSHIRE AVENUE, 20.70 M (67.91 FT)
 KV6776'NORTH OF THE CENTERLINE OF LOCUST STREET, 26.08 M (85.56 FT) NORTH OF
 KV6776'POLE NUMBER 40266LD ON THE WEST SIDE OF NEW HAMPSHIRE AVENUE, 7.1 M
 KV6776'(23.3 FT) SOUTHWEST OF A POLE NUMBER JC1506LD, 13.95 M (45.77 FT)
 KV6776'NORTH OF A NEW JERSEY GAS MARKER ON THE NORTH SIDE OF LOCUST STREET,
 KV6776'31.1 M (102.0 FT) NORTH OF THE CORNER OF A CHAIN LINK FENCE POST ON
 KV6776'THE SOUTHWEST CORNER OF LOCUST AND NEW HAMPSHIRE AVENUE, 26.3 M (86.3
 KV6776'FT) NORTHWEST OF SIX FOOT HIGH, FOUR INCH IN DIAMETER ALUMINUM GATE
 KV6776'POST ON THE NORTHEAST CORNER OF LOCUST AND NEW HAMPSHIRE AVENUES, 8.1
 KV6776'M (26.6 FT) NORTH OF THE THE STREET SIGN AT THE NORTHWEST CORNER OF
 KV6776'THE INTERSECTION AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7261 ***********************************************************************
 AC7261  DESIGNATION -  15 H 3
 AC7261  PID         -  AC7261
 AC7261  STATE/COUNTY-  NJ/OCEAN
 AC7261  USGS QUAD   -  BEACH HAVEN (1977)
 AC7261
 AC7261                         *CURRENT SURVEY CONTROL
 AC7261  ___________________________________________________________________
 AC7261* NAD 83(1986)-  39 36 00.     (N)    074 12 47.     (W)     SCALED    
 AC7261* NAVD 88     -         1.153  (meters)       3.78   (feet)  ADJUSTED  
 AC7261  ___________________________________________________________________
 AC7261  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 AC7261  DYNAMIC HT  -           1.152 (meters)       3.78  (feet)  COMP
 AC7261  MODELED GRAV-     980,143.1   (mgal)                       NAVD 88
 AC7261
 AC7261  VERT ORDER  -  FIRST     CLASS I
 AC7261
 AC7261.The horizontal coordinates were scaled from a topographic map and have
 AC7261.an estimated accuracy of +/- 6 seconds.
 AC7261
 AC7261.The orthometric height was determined by differential leveling
 AC7261.and adjusted by the National Geodetic Survey in April 1997..
 AC7261
 AC7261.The geoid height was determined by GEOID03.
 AC7261
 AC7261.The dynamic height is computed by dividing the NAVD 88
 AC7261.geopotential number by the normal gravity value computed on the
 AC7261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7261.degrees latitude (g = 980.6199 gals.).
 AC7261
 AC7261.The modeled gravity was interpolated from observed gravity values.
 AC7261
 AC7261;                    North         East    Units  Estimated Accuracy
 AC7261;SPC NJ       -    85,150.      174,640.      MT  (+/- 180 meters Scaled)
 AC7261
 AC7261                          SUPERSEDED SURVEY CONTROL
 AC7261
 AC7261.No superseded survey control is available for this station.
 AC7261
 AC7261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ675836(NAD 83)
 AC7261_MARKER: DD = SURVEY DISK
 AC7261_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC7261_SP_SET: SIDEWALK
 AC7261_STAMPING: 15 H 3 1996
 AC7261_MARK LOGO: NJGS  
 AC7261_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC7261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7261+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC7261
 AC7261  HISTORY     - Date     Condition        Report By
 AC7261  HISTORY     - 1996     MONUMENTED       NJGS
 AC7261
 AC7261                          STATION DESCRIPTION
 AC7261
 AC7261'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 AC7261'THE STATION IS LOCATED IN LONG BEACH TOWNSHIP IN THE COMMUNITY OF
 AC7261'BEACH HAVEN PARK.  TO REACH THE STATION FROM THE INTERSECTION OF 9TH
 AC7261'STREET, THE EASTBOUND LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD
 AC7261'IN THE BOROUGH OF SHIP BOTTOM, GO 4.0 MI (6.4 KM) SOUTHWEST ON LONG
 AC7261'BEACH BOULEVARD TO THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE
 AC7261'IN THE CENTER OF A CONCRETE SIDEWALK, NEAR THE TEE JUNCTION WITH TEXAS
 AC7261'AVENUE (102ND STREET) .  THE STATION IS 47.5 FT (14.5 M) NORTHEAST
 AC7261'FROM THE CENTERLINE EXTENDED OF TEXAS AVENUE (102ND STREET) , 2.7 FT
 AC7261'(0.8 M) WEST NORTHWEST FROM THE NORTHWEST CURB OF LONG BEACH
 AC7261'BOULEVARD, 29.2 FT (8.9 M) SOUTH SOUTHWEST FROM POLE NUMBER BT 348,
 AC7261'74.2 FT (22.6 M) NORTHEAST FROM POLE NUMBER BT 349 P12701 AND 28.7 FT
 AC7261'(8.7 M) NORTHEAST FROM A STREET SIGN FOR TEXAS AVENUE.  THE STATION IS
 AC7261'LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6297 ***********************************************************************
 KV6297  DESIGNATION -  15 J 1
 KV6297  PID         -  KV6297
 KV6297  STATE/COUNTY-  NJ/OCEAN
 KV6297  USGS QUAD   -  ADELPHIA (1981)
 KV6297
 KV6297                         *CURRENT SURVEY CONTROL
 KV6297  ___________________________________________________________________
 KV6297* NAD 83(1996)-  40 09 22.01463(N)    074 15 41.48733(W)     ADJUSTED  
 KV6297* NAVD 88     -        30.961  (meters)     101.58   (feet)  ADJUSTED  
 KV6297  ___________________________________________________________________
 KV6297  X           -   1,324,104.017 (meters)                     COMP
 KV6297  Y           -  -4,698,535.908 (meters)                     COMP
 KV6297  Z           -   4,091,248.310 (meters)                     COMP
 KV6297  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 KV6297  ELLIP HEIGHT-          -1.56  (meters)          (04/17/03) GPS OBS
 KV6297  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KV6297  DYNAMIC HT  -          30.947 (meters)     101.53  (feet)  COMP
 KV6297  MODELED GRAV-     980,196.6   (mgal)                       NAVD 88
 KV6297
 KV6297  HORZ ORDER  -  FIRST
 KV6297  VERT ORDER  -  FIRST     CLASS II
 KV6297  ELLP ORDER  -  THIRD     CLASS I
 KV6297
 KV6297.The horizontal coordinates were established by GPS observations
 KV6297.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 KV6297
 KV6297.The orthometric height was determined by differential leveling
 KV6297.and adjusted by the National Geodetic Survey in June 1991..
 KV6297
 KV6297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6297
 KV6297.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6297
 KV6297.The ellipsoidal height was determined by GPS observations
 KV6297.and is referenced to NAD 83.
 KV6297
 KV6297.The geoid height was determined by GEOID03.
 KV6297
 KV6297.The dynamic height is computed by dividing the NAVD 88
 KV6297.geopotential number by the normal gravity value computed on the
 KV6297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6297.degrees latitude (g = 980.6199 gals.).
 KV6297
 KV6297.The modeled gravity was interpolated from observed gravity values.
 KV6297
 KV6297;                    North         East     Units Scale Factor Converg.
 KV6297;SPC NJ       -   146,874.365   170,315.890   MT  0.99990508   +0 09 13.6
 KV6297;SPC NJ       -   481,870.31    558,778.05   sFT  0.99990508   +0 09 13.6
 KV6297;UTM  18      - 4,445,346.089   562,892.577   MT  0.99964869   +0 28 34.5
 KV6297
 KV6297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6297!SPC NJ       -   1.00000024  x   0.99990508  =   0.99990532
 KV6297!UTM  18      -   1.00000024  x   0.99964869  =   0.99964893
 KV6297
 KV6297                          SUPERSEDED SURVEY CONTROL
 KV6297
 KV6297  NAVD 88 (04/17/03)   30.96   (m)          101.6    (f) LEVELING    3  
 KV6297  NGVD 29 (01/10/92)   31.287  (m)          102.65   (f) ADJUSTED    1 2
 KV6297
 KV6297.Superseded values are not recommended for survey control.
 KV6297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6297.See file dsdata.txt to determine how the superseded data were derived.
 KV6297
 KV6297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6289345346(NAD 83)
 KV6297_MARKER: DD = SURVEY DISK
 KV6297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6297_SP_SET: CONCRETE POST
 KV6297_STAMPING: 15 J 1 1989
 KV6297_MARK LOGO: NJGS  
 KV6297_PROJECTION: FLUSH
 KV6297_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6297+STABILITY: SURFACE MOTION
 KV6297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6297+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6297
 KV6297  HISTORY     - Date     Condition        Report By
 KV6297  HISTORY     - 1989     MONUMENTED       NJDT
 KV6297  HISTORY     - 19890622 GOOD             NJGS
 KV6297  HISTORY     - 20020202 GOOD             NJGS
 KV6297
 KV6297                          STATION DESCRIPTION
 KV6297
 KV6297'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6297'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6297'IN JACKSON TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF I195,
 KV6297'EXIT 28 AND U.S.HIGHWAY ROUTE 9, GO 2.65 KM (1.65 MI) WEST ON I195 TO
 KV6297'THE MARK ON THE LEFT, 129.1 M (423.6 FT) WEST NORTHWEST FROM THE
 KV6297'CENTERLINE OF THE BRIDGE FOR THE NORTH BRANCH OF THE METEDECONK
 KV6297'RIVER, THE MONMOUTH OCEAN COUNTY LINE, I195 WESTBOUND LANES STRUCTURE
 KV6297'NUMBER 1517.169, MILEPOST 25.63, ALSO 2.1 M (6.9 FT) SOUTH SOUTHWEST
 KV6297'FROM THE EDGE OF THE WESTBOUND I195 LANES, 13.1 M (43.0 FT) NORTH
 KV6297'NORTHEAST FROM THE EDGE OF THE EASTBOUND I195 LANES, 15.2 M (49.9 FT)
 KV6297'NORTHWEST FROM AN E TYPE INLET IN THE MEDIAN AND SET FLUSH WITH THE
 KV6297'GROUND.
 KV6297
 KV6297                          STATION RECOVERY (2002)
 KV6297
 KV6297'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6297'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 KV6297'51.3 M WEST ALONG
 KV6297'THE MEDIAN FROM MILE POST 25.6 AND IS 0.25 M NORTH FROM A METAL
 KV6297'WITNESS POST.
 KV6297' 
 KV6297'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9359 ***********************************************************************
 AI9359  DESIGNATION -  15 J 3
 AI9359  PID         -  AI9359
 AI9359  STATE/COUNTY-  NJ/OCEAN
 AI9359  USGS QUAD   -  TUCKERTON (1995)
 AI9359
 AI9359                         *CURRENT SURVEY CONTROL
 AI9359  ___________________________________________________________________
 AI9359* NAD 83(1986)-  39 31 14.     (N)    074 19 10.     (W)     SCALED    
 AI9359* NAVD 88     -         2.248  (meters)       7.38   (feet)  ADJUSTED  
 AI9359  ___________________________________________________________________
 AI9359  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 AI9359  DYNAMIC HT  -           2.247 (meters)       7.37  (feet)  COMP
 AI9359  MODELED GRAV-     980,133.3   (mgal)                       NAVD 88
 AI9359
 AI9359  VERT ORDER  -  FIRST     CLASS II
 AI9359
 AI9359.The horizontal coordinates were scaled from a topographic map and have
 AI9359.an estimated accuracy of +/- 6 seconds.
 AI9359
 AI9359.The orthometric height was determined by differential leveling
 AI9359.and adjusted by the National Geodetic Survey in March 2001..
 AI9359.No vertical observational check was made to the station.
 AI9359
 AI9359.The geoid height was determined by GEOID03.
 AI9359
 AI9359.The dynamic height is computed by dividing the NAVD 88
 AI9359.geopotential number by the normal gravity value computed on the
 AI9359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9359.degrees latitude (g = 980.6199 gals.).
 AI9359
 AI9359.The modeled gravity was interpolated from observed gravity values.
 AI9359
 AI9359;                    North         East    Units  Estimated Accuracy
 AI9359;SPC NJ       -    76,300.      165,520.      MT  (+/- 180 meters Scaled)
 AI9359
 AI9359                          SUPERSEDED SURVEY CONTROL
 AI9359
 AI9359.No superseded survey control is available for this station.
 AI9359
 AI9359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ584747(NAD 83)
 AI9359_MARKER: Z = SEE DESCRIPTION
 AI9359_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI9359+WITH SETTING: PAVEMENT
 AI9359_SP_SET: LOADING PLATFORM
 AI9359_MARK LOGO: NONE  
 AI9359_MAGNETIC: I = MARKER IS A STEEL ROD
 AI9359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9359+STABILITY: SURFACE MOTION
 AI9359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9359+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI9359
 AI9359  HISTORY     - Date     Condition        Report By
 AI9359  HISTORY     - 1998     MONUMENTED       NJGS
 AI9359
 AI9359                          STATION DESCRIPTION
 AI9359
 AI9359'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9359'THE STATION IS LOCATED IN LITTLE EGG HARBOR TOWNSHIP ON THE WEST SIDE
 AI9359'OF GREAT BAY BOULEVARD.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI9359'U.S.  HIGHWAY 9 AND GREAT BAY BOULEVARD IN THE BOROUGH OF TUCKERTON,
 AI9359'GO SOUTH ON GREAT BAY BOULEVARD FOR 5.85 MI (9.41 KM) TO THE STATION
 AI9359'ON THE RIGHT, MARK BEING A 6 INCH STEEL ROD WITHOUT A DISK IN A DRILL
 AI9359'HOLE SET FLUSH IN THE REMAINS OF A CONCRETE LOADING PLATFORM FOR A
 AI9359'DEMOLISHED FISH PRODUCT WAREHOUSE.  THE STATION IS 9.2 M (30.2 FT)
 AI9359'WEST FROM THE CENTERLINE OF GREAT BAY BOULEVARD,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6298 ***********************************************************************
 KV6298  DESIGNATION -  15 K 1
 KV6298  PID         -  KV6298
 KV6298  STATE/COUNTY-  NJ/OCEAN
 KV6298  USGS QUAD   -  ADELPHIA (1981)
 KV6298
 KV6298                         *CURRENT SURVEY CONTROL
 KV6298  ___________________________________________________________________
 KV6298* NAD 83(1986)-  40 09 24.     (N)    074 16 13.     (W)     SCALED    
 KV6298* NAVD 88     -        32.868  (meters)     107.83   (feet)  ADJUSTED  
 KV6298  ___________________________________________________________________
 KV6298  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV6298  DYNAMIC HT  -          32.854 (meters)     107.79  (feet)  COMP
 KV6298  MODELED GRAV-     980,197.7   (mgal)                       NAVD 88
 KV6298
 KV6298  VERT ORDER  -  FIRST     CLASS II
 KV6298
 KV6298.The horizontal coordinates were scaled from a topographic map and have
 KV6298.an estimated accuracy of +/- 6 seconds.
 KV6298
 KV6298.The orthometric height was determined by differential leveling
 KV6298.and adjusted by the National Geodetic Survey in June 1991..
 KV6298
 KV6298.The geoid height was determined by GEOID03.
 KV6298
 KV6298.The dynamic height is computed by dividing the NAVD 88
 KV6298.geopotential number by the normal gravity value computed on the
 KV6298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6298.degrees latitude (g = 980.6199 gals.).
 KV6298
 KV6298.The modeled gravity was interpolated from observed gravity values.
 KV6298
 KV6298;                    North         East    Units  Estimated Accuracy
 KV6298;SPC NJ       -   146,930.      169,570.      MT  (+/- 180 meters Scaled)
 KV6298
 KV6298                          SUPERSEDED SURVEY CONTROL
 KV6298
 KV6298  NGVD 29 (01/10/92)   33.195  (m)          108.91   (f) ADJUSTED    1 2
 KV6298
 KV6298.Superseded values are not recommended for survey control.
 KV6298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6298.See file dsdata.txt to determine how the superseded data were derived.
 KV6298
 KV6298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK621454(NAD 83)
 KV6298_MARKER: DD = SURVEY DISK
 KV6298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6298_SP_SET: CONCRETE POST
 KV6298_STAMPING: 15 K 1 1989
 KV6298_MARK LOGO: NJGS  
 KV6298_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6298+STABILITY: SURFACE MOTION
 KV6298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6298+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1989
 KV6298
 KV6298  HISTORY     - Date     Condition        Report By
 KV6298  HISTORY     - 1989     MONUMENTED       NJDT
 KV6298  HISTORY     - 19890622 GOOD             NJGS
 KV6298  HISTORY     - 19961014 GOOD             USPSQD
 KV6298
 KV6298                          STATION DESCRIPTION
 KV6298
 KV6298'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6298'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6298'IN JACKSON TOWNSHIP, ABOUT 141.4 M (463.9 FT) NORTHWEST FROM THE
 KV6298'BROOKS ROAD BRIDGE, STRUCTURE 1517.168, MILEPOST 25.16.  TO REACH THE
 KV6298'STATION FROM THE JUNCTION OF I195, EXIT 28, AND U.S.HIGHWAY ROUTE 9
 KV6298'IN HOWELL TOWNSHIP, GO 2.75 KM (1.71 MI) WEST ON I195 TO THE MARK ON
 KV6298'THE LEFT, ALSO 0.9 KM (0.6 MI) WEST ON I195 FROM THE COUNTY LINE AT
 KV6298'THE BRIDGE, STRUCTURE 1517.169, MILEPOST 25.63, OVER THE NORTH BRANCH
 KV6298'OF THE METEDECONK RIVER, 2.0 M (6.6 FT) SOUTH SOUTHWEST FROM THE EDGE
 KV6298'OF THE WESTBOUND I195 LANES, 12.45 M (40.85 FT) NORTH NORTHEAST FROM
 KV6298'THE EDGE OF THE EASTBOUND I195 LANES, 16.35 M (53.64 FT) SOUTH FROM
 KV6298'AN INLET ON THE NORTH SIDE OF THE WESTBOUND LANES, 6.4 M (21.0 FT)
 KV6298'NORTH EAST FROM AN E TYPE INLET IN THE MEDIAN AND FLUSH WITH THE
 KV6298'GROUND.
 KV6298
 KV6298                          STATION RECOVERY (1996)
 KV6298
 KV6298'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV6298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9357 ***********************************************************************
 AI9357  DESIGNATION -  15 K 3
 AI9357  PID         -  AI9357
 AI9357  STATE/COUNTY-  NJ/OCEAN
 AI9357  USGS QUAD   -  TUCKERTON (1995)
 AI9357
 AI9357                         *CURRENT SURVEY CONTROL
 AI9357  ___________________________________________________________________
 AI9357* NAD 83(1986)-  39 35 11.     (N)    074 20 46.     (W)     SCALED    
 AI9357* NAVD 88     -         2.815  (meters)       9.24   (feet)  ADJUSTED  
 AI9357  ___________________________________________________________________
 AI9357  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 AI9357  DYNAMIC HT  -           2.813 (meters)       9.23  (feet)  COMP
 AI9357  MODELED GRAV-     980,150.3   (mgal)                       NAVD 88
 AI9357
 AI9357  VERT ORDER  -  FIRST     CLASS II
 AI9357
 AI9357.The horizontal coordinates were scaled from a topographic map and have
 AI9357.an estimated accuracy of +/- 6 seconds.
 AI9357
 AI9357.The orthometric height was determined by differential leveling
 AI9357.and adjusted by the National Geodetic Survey in March 2001..
 AI9357.No vertical observational check was made to the station.
 AI9357
 AI9357.The geoid height was determined by GEOID03.
 AI9357
 AI9357.The dynamic height is computed by dividing the NAVD 88
 AI9357.geopotential number by the normal gravity value computed on the
 AI9357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9357.degrees latitude (g = 980.6199 gals.).
 AI9357
 AI9357.The modeled gravity was interpolated from observed gravity values.
 AI9357
 AI9357;                    North         East    Units  Estimated Accuracy
 AI9357;SPC NJ       -    83,610.      163,220.      MT  (+/- 180 meters Scaled)
 AI9357
 AI9357                          SUPERSEDED SURVEY CONTROL
 AI9357
 AI9357.No superseded survey control is available for this station.
 AI9357
 AI9357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ561820(NAD 83)
 AI9357_MARKER: Z = SEE DESCRIPTION
 AI9357_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI9357_SP_SET: RETAINING WALL
 AI9357_MARK LOGO: NONE  
 AI9357_MAGNETIC: I = MARKER IS A STEEL ROD
 AI9357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9357+STABILITY: SURFACE MOTION
 AI9357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9357+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI9357
 AI9357  HISTORY     - Date     Condition        Report By
 AI9357  HISTORY     - 1998     MONUMENTED       NJGS
 AI9357
 AI9357                          STATION DESCRIPTION
 AI9357
 AI9357'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9357'THE STATION IS LOCATED IN LITTLE EGG HARBOR TOWNSHIP ON THE WEST SIDE
 AI9357'OF GREAT BAY BOULEVARD ON THE GROUNDS OF THE ATLANTIC CITY ELECTRIC
 AI9357'COMPANY MYSTIC ISLANDS SUBSTATION.  TO REACH THE STATION FROM THE
 AI9357'INTERSECTION OF U.S.  HIGHWAY 9 AND GREAT BAY BOULEVARD IN THE BOROUGH
 AI9357'OF TUCKERTON, GO SOUTH ON GREAT BAY BOULEVARD FOR 1.05 MI (1.69 KM) TO
 AI9357'THE SUBSTATION AND THE STATION ON THE RIGHT, MARK BEING A 6 INCH STEEL
 AI9357'ROD  WITHOUT A DISK SET FLUSH IN A DRILL HOLE IN THE TOP OF A 4 FT
 AI9357'(1.2 M) HIGH CONCRETE RETAINING WALL ALONG THE NORTH SIDE OF THE
 AI9357'SUBSTATION PROPERTY.  THE STATION IS 25.2 M (82.7 FT) WEST FROM THE
 AI9357'CENTERLINE OF GREAT BAY BOULEVARD, 6.1 M (20.0 FT) NORTH FROM THE
 AI9357'CENTERLINE OF THE NORTH ENTRANCE DRIVE LEADING INTO THE SUBSTATION
 AI9357'PROPERTY, 2.5 M (8.2 FT) WEST FROM THE EAST END OF THE 4 FT (1.2 M)
 AI9357'HIGH CONCRETE RETAINING WALL, 0.5 M (1.6 FT) NORTHEAST FROM THE
 AI9357'NORTHEAST CORNER OF AN 8 FT (2.4 M) HIGH CHAIN LINK FENCE SURROUNDING
 AI9357'THE SUBSTATION PROPERTY AND 15.6 M (51.2 FT) WEST FROM GUY POLE NUMBER
 AI9357'P 18778P ACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6299 ***********************************************************************
 KV6299  DESIGNATION -  15 L 1
 KV6299  PID         -  KV6299
 KV6299  STATE/COUNTY-  NJ/OCEAN
 KV6299  USGS QUAD   -  ADELPHIA (1981)
 KV6299
 KV6299                         *CURRENT SURVEY CONTROL
 KV6299  ___________________________________________________________________
 KV6299* NAD 83(1996)-  40 09 25.08105(N)    074 16 43.19632(W)     ADJUSTED  
 KV6299* NAVD 88     -        34.968  (meters)     114.72   (feet)  ADJUSTED  
 KV6299  ___________________________________________________________________
 KV6299  X           -   1,322,682.586 (meters)                     COMP
 KV6299  Y           -  -4,698,876.081 (meters)                     COMP
 KV6299  Z           -   4,091,323.188 (meters)                     COMP
 KV6299  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 KV6299  ELLIP HEIGHT-           2.46  (meters)          (10/23/02) GPS OBS
 KV6299  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KV6299  DYNAMIC HT  -          34.953 (meters)     114.67  (feet)  COMP
 KV6299  MODELED GRAV-     980,198.4   (mgal)                       NAVD 88
 KV6299
 KV6299  HORZ ORDER  -  FIRST
 KV6299  VERT ORDER  -  FIRST     CLASS II
 KV6299  ELLP ORDER  -  FOURTH    CLASS I
 KV6299
 KV6299.The horizontal coordinates were established by GPS observations
 KV6299.and adjusted by the National Geodetic Survey in May 1999..
 KV6299
 KV6299.The orthometric height was determined by differential leveling
 KV6299.and adjusted by the National Geodetic Survey in June 1991..
 KV6299
 KV6299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6299
 KV6299.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6299
 KV6299.The ellipsoidal height was determined by GPS observations
 KV6299.and is referenced to NAD 83.
 KV6299
 KV6299.The geoid height was determined by GEOID03.
 KV6299
 KV6299.The dynamic height is computed by dividing the NAVD 88
 KV6299.geopotential number by the normal gravity value computed on the
 KV6299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6299.degrees latitude (g = 980.6199 gals.).
 KV6299
 KV6299.The modeled gravity was interpolated from observed gravity values.
 KV6299
 KV6299;                    North         East     Units Scale Factor Converg.
 KV6299;SPC NJ       -   146,965.157   168,855.368   MT  0.99990438   +0 08 33.8
 KV6299;SPC NJ       -   482,168.19    553,986.32   sFT  0.99990438   +0 08 33.8
 KV6299;UTM  18      - 4,445,428.639   561,431.943   MT  0.99964646   +0 27 54.7
 KV6299
 KV6299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6299!SPC NJ       -   0.99999961  x   0.99990438  =   0.99990399
 KV6299!UTM  18      -   0.99999961  x   0.99964646  =   0.99964607
 KV6299
 KV6299                          SUPERSEDED SURVEY CONTROL
 KV6299
 KV6299  NAD 83(1986)-  40 09 25.08206(N)    074 16 43.19837(W) AD(       ) 1
 KV6299  NAVD 88 (02/25/94)   34.97   (m)          114.7    (f) LEVELING    3  
 KV6299  NGVD 29 (01/10/92)   35.294  (m)          115.79   (f) ADJUSTED    1 2
 KV6299
 KV6299.Superseded values are not recommended for survey control.
 KV6299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6299.See file dsdata.txt to determine how the superseded data were derived.
 KV6299
 KV6299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6143245429(NAD 83)
 KV6299_MARKER: DD = SURVEY DISK
 KV6299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6299_SP_SET: CONCRETE POST
 KV6299_STAMPING: 15 L 1 1989
 KV6299_MARK LOGO: NJGS  
 KV6299_PROJECTION: FLUSH
 KV6299_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6299+STABILITY: SURFACE MOTION
 KV6299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6299+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2005
 KV6299
 KV6299  HISTORY     - Date     Condition        Report By
 KV6299  HISTORY     - 1989     MONUMENTED       NJDT
 KV6299  HISTORY     - 19890622 GOOD             NJGS
 KV6299  HISTORY     - 19921221 GOOD             NJGS
 KV6299  HISTORY     - 19930225 GOOD
 KV6299  HISTORY     - 19980120 GOOD             USPSQD
 KV6299  HISTORY     - 20020202 GOOD             NJGS
 KV6299  HISTORY     - 20050623 GOOD             INDIV
 KV6299
 KV6299                          STATION DESCRIPTION
 KV6299
 KV6299'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6299'THE STATION IS IN JACKSON TOWNSHIP, 3.50 KM (2.17 MI) WEST ON
 KV6299'INTERSTATE ROUTE I195 FROM ITS JUNCTION WITH U.S.HIGHWAY ROUTE 9,
 KV6299'EXIT 28, IN HOWELL TOWNSHIP, TO THE MARK ON THE LEFT, ALSO 2.75 KM
 KV6299'(1.71 MI) EAST ON THE INTERSTATE ROUTE I195 FROM ITS JUNCTION, EXIT
 KV6299'22, WITH JACKSON MILLS FREEHOLD ROAD, COUNTY ROUTE 638.  THE STATION
 KV6299'IS ALSO 0.32 KM (0.20 MI) EAST ON I195 FROM THE NEW PROSPECT ROAD
 KV6299'BRIDGE, STRUCTURE 1517.166, MILEPOST 24.44.  THE STATION IS 2.0 M
 KV6299'(6.6 FT) SOUTH FROM THE EDGE OF THE WESTBOUND I195 LANES, 13.0 M
 KV6299'(42.7 FT) NORTH FROM THE EDGE OF THE EASTBOUND I195 LANES, 52.5 M
 KV6299'(172.2 FT) WEST ALONG THE MEDIAN SHOULDER OF THE WESTBOUND LANES FROM
 KV6299'THE CENTERLINE OF THE HIGH VOLTAGE TRANSMISSION LINE CROSSING I195,
 KV6299'21.15 M (69.39 FT) SOUTHEAST FROM AN INLET ON THE NORTH SIDE OF THE
 KV6299'WESTBOUND I195 LANES, 14.85 M (48.72 FT) NORTHEAST FROM AN E TYPE
 KV6299'INLET IN THE MEDIAN AND FLUSH WITH THE GROUND.
 KV6299
 KV6299                          STATION RECOVERY (1992)
 KV6299
 KV6299'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV6299'RECOVERED IN GOOD CONDITION.
 KV6299
 KV6299                          STATION RECOVERY (1993)
 KV6299
 KV6299'RECOVERED 1993
 KV6299'RECOVERED IN GOOD CONDITION.
 KV6299
 KV6299                          STATION RECOVERY (1998)
 KV6299
 KV6299'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV6299'RECOVERED IN GOOD CONDITION.
 KV6299
 KV6299                          STATION RECOVERY (2002)
 KV6299
 KV6299'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6299'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 KV6299'65.0 M WEST ALONG
 KV6299'THE MEDIAN FROM MILE POST 24.7, 19.5 M NORTHEAST FROM A METAL WITNESS
 KV6299'POST WITH SIGN,
 KV6299'AND 0.25 M NORTH FROM ANOTHER METAL WITNESS POST.
 KV6299' 
 KV6299'
 KV6299
 KV6299                          STATION RECOVERY (2005)
 KV6299
 KV6299'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SDC)
 KV6299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6778 ***********************************************************************
 KV6778  DESIGNATION -  15 L 2
 KV6778  PID         -  KV6778
 KV6778  STATE/COUNTY-  NJ/OCEAN
 KV6778  USGS QUAD   -  POINT PLEASANT (1989)
 KV6778
 KV6778                         *CURRENT SURVEY CONTROL
 KV6778  ___________________________________________________________________
 KV6778* NAD 83(1996)-  40 02 40.87871(N)    074 05 03.08524(W)     ADJUSTED  
 KV6778* NAVD 88     -         1.9    (meters)       6.     (feet)  GPS OBS   
 KV6778  ___________________________________________________________________
 KV6778  X           -   1,340,819.101 (meters)                     COMP
 KV6778  Y           -  -4,702,057.350 (meters)                     COMP
 KV6778  Z           -   4,081,765.368 (meters)                     COMP
 KV6778  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 KV6778  ELLIP HEIGHT-         -31.19  (meters)          (10/23/02) GPS OBS
 KV6778  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV6778
 KV6778  HORZ ORDER  -  FIRST
 KV6778  ELLP ORDER  -  FOURTH    CLASS I
 KV6778
 KV6778.The horizontal coordinates were established by GPS observations
 KV6778.and adjusted by the National Geodetic Survey in May 1999..
 KV6778
 KV6778.The orthometric height was determined by GPS observations and a
 KV6778.high-resolution geoid model.
 KV6778
 KV6778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6778
 KV6778.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6778
 KV6778.The ellipsoidal height was determined by GPS observations
 KV6778.and is referenced to NAD 83.
 KV6778
 KV6778.The geoid height was determined by GEOID03.
 KV6778
 KV6778;                    North         East     Units Scale Factor Converg.
 KV6778;SPC NJ       -   134,558.740   185,480.938   MT  0.99991549   +0 16 03.1
 KV6778;SPC NJ       -   441,464.80    608,532.04   sFT  0.99991549   +0 16 03.1
 KV6778;UTM  18      - 4,433,118.946   578,122.833   MT  0.99967513   +0 35 21.3
 KV6778
 KV6778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6778!SPC NJ       -   1.00000489  x   0.99991549  =   0.99992038
 KV6778!UTM  18      -   1.00000489  x   0.99967513  =   0.99968002
 KV6778
 KV6778:                Primary Azimuth Mark                     Grid Az
 KV6778:SPC NJ       -  15 M 2                                   139 53 43.4
 KV6778:UTM  18      -  15 M 2                                   139 34 25.2
 KV6778
 KV6778|---------------------------------------------------------------------|
 KV6778| PID    Reference Object                     Distance      Geod. Az  |
 KV6778|                                                           dddmmss.s |
 KV6778| KV6779 15 M 2                              444.742 METERS 1400946.5 |
 KV6778|---------------------------------------------------------------------|
 KV6778
 KV6778                          SUPERSEDED SURVEY CONTROL
 KV6778
 KV6778  ELLIP H (05/14/99)  -31.21   (m)                       GP(       ) 4 1
 KV6778  NAD 83(1986)-  40 02 40.87863(N)    074 05 03.08956(W) AD(       ) 1
 KV6778
 KV6778.Superseded values are not recommended for survey control.
 KV6778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6778.See file dsdata.txt to determine how the superseded data were derived.
 KV6778
 KV6778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7812333119(NAD 83)
 KV6778_MARKER: DD = SURVEY DISK
 KV6778_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV6778_SP_SET: METAL PIPE IN CONCRETE
 KV6778_STAMPING: 15 L 2 1991
 KV6778_MARK LOGO: USFWS 
 KV6778_PROJECTION: FLUSH
 KV6778_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KV6778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6778+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2004
 KV6778_ROD/PIPE-DEPTH: 1    meters
 KV6778
 KV6778  HISTORY     - Date     Condition        Report By
 KV6778  HISTORY     - 1991     MONUMENTED       NJGS
 KV6778  HISTORY     - 20040224 GOOD             AASCO
 KV6778
 KV6778                          STATION DESCRIPTION
 KV6778
 KV6778'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6778'THE STATION IS LOCATED ON THE METEDECONK NECK IN BRICK TOWNSHIP.  TO
 KV6778'REACH THE STATION FROM THE JUNCTION OF HOOPER AVENUE, COUNTY ROAD 549
 KV6778'SPUR AND DRUM POINT ROAD, GO 1.2 MI (1.9 KM) EAST ON DRUM POINT ROAD
 KV6778'TO ADAMSTON ROAD ON THE LEFT, TURN LEFT AND GO 1.3 MI (2.1 KM) TO THE
 KV6778'END OF ADAMSTON ROAD AT A WYE INTERSECTION WITH MANTALOKING ROAD,
 KV6778'COUNTY ROAD 528.  CONTINUE ON MANTOLOKING ROAD FOR 0.2 MI (0.3 KM) TO
 KV6778'THE STATION ON THE RIGHT IN FRONT OF A SMALL OFFICE BUILDING.  THE
 KV6778'STATION IS 16.5 M (54.1 FT) NORTHWEST OF POLE NUMBER JC 17 BK, 14.1 M
 KV6778'(46.3 FT) SOUTHEAST OF POLE NUMBER JC 18 BK, 0.9 M (3.0 FT) WEST FROM
 KV6778'THE CURBLINE OF MANTOLOKING ROAD AND 14.8 M (48.6 FT) NORTHEAST FROM
 KV6778'THE CENTER BRICK STEP OF THE OFFICE BUILDING.  THE STATION IS MARKED
 KV6778'BY AN ALUMINUM DISK STAMPED 15L2 1991, SET IN A 3 FOOT LONG ALUMINUM
 KV6778'PIPE SURROUNDED BY CONCRETE AND SET FLUSH WITH THE GROUND.
 KV6778
 KV6778                          STATION RECOVERY (2004)
 KV6778
 KV6778'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2004 (JAL)
 KV6778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9356 ***********************************************************************
 AI9356  DESIGNATION -  15 L 3
 AI9356  PID         -  AI9356
 AI9356  STATE/COUNTY-  NJ/OCEAN
 AI9356  USGS QUAD   -  TUCKERTON (1995)
 AI9356
 AI9356                         *CURRENT SURVEY CONTROL
 AI9356  ___________________________________________________________________
 AI9356* NAD 83(1986)-  39 35 34.     (N)    074 20 45.     (W)     SCALED    
 AI9356* NAVD 88     -         2.159  (meters)       7.08   (feet)  ADJUSTED  
 AI9356  ___________________________________________________________________
 AI9356  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AI9356  DYNAMIC HT  -           2.158 (meters)       7.08  (feet)  COMP
 AI9356  MODELED GRAV-     980,151.7   (mgal)                       NAVD 88
 AI9356
 AI9356  VERT ORDER  -  FIRST     CLASS II
 AI9356
 AI9356.The horizontal coordinates were scaled from a topographic map and have
 AI9356.an estimated accuracy of +/- 6 seconds.
 AI9356
 AI9356.The orthometric height was determined by differential leveling
 AI9356.and adjusted by the National Geodetic Survey in March 2001..
 AI9356.No vertical observational check was made to the station.
 AI9356
 AI9356.The geoid height was determined by GEOID03.
 AI9356
 AI9356.The dynamic height is computed by dividing the NAVD 88
 AI9356.geopotential number by the normal gravity value computed on the
 AI9356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9356.degrees latitude (g = 980.6199 gals.).
 AI9356
 AI9356.The modeled gravity was interpolated from observed gravity values.
 AI9356
 AI9356;                    North         East    Units  Estimated Accuracy
 AI9356;SPC NJ       -    84,320.      163,240.      MT  (+/- 180 meters Scaled)
 AI9356
 AI9356                          SUPERSEDED SURVEY CONTROL
 AI9356
 AI9356.No superseded survey control is available for this station.
 AI9356
 AI9356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ561827(NAD 83)
 AI9356_MARKER: DD = SURVEY DISK
 AI9356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI9356_SP_SET: JUNCTION CHAMBER
 AI9356_STAMPING: 15 L 3 1998
 AI9356_MARK LOGO: NJDT  
 AI9356_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9356+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI9356
 AI9356  HISTORY     - Date     Condition        Report By
 AI9356  HISTORY     - 1998     MONUMENTED       NJGS
 AI9356
 AI9356                          STATION DESCRIPTION
 AI9356
 AI9356'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9356'THE STATION IS LOCATED IN LITTLE EGG HARBOR TOWNSHIP ON THE EAST SIDE
 AI9356'OF GREAT BAY BOULEVARD.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI9356'U.S.  HIGHWAY 9 AND GREAT BAY BOULEVARD IN THE BOROUGH OF TUCKERTON,
 AI9356'GO SOUTH ON GREAT BAY BOULEVARD FOR 0.6 MI (1.0 KM) TO THE STATION ON
 AI9356'THE LEFT, SET FLUSH IN A DRILL HOLE AT THE SOUTHEAST CORNER OF A 2.0 M
 AI9356'(6.6 FT) SQUARE CONCRETE JUNCTION CHAMBER FOR AN ELECTRIC UTILITY.
 AI9356'THE STATION IS 14.5 M (47.6 FT) NORTHEAST FROM THE CENTERLINE OF GREAT
 AI9356'BAY BOULEVARD AND 7.0 M (23.0 FT) SOUTH SOUTHEAST FROM A CONSPICUOUS
 AI9356'10 FT (3.0 M) TALL VERTICAL STEEL PIPE USED FOR A VENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6300 ***********************************************************************
 KV6300  DESIGNATION -  15 M 1
 KV6300  PID         -  KV6300
 KV6300  STATE/COUNTY-  NJ/OCEAN
 KV6300  USGS QUAD   -  ADELPHIA (1981)
 KV6300
 KV6300                         *CURRENT SURVEY CONTROL
 KV6300  ___________________________________________________________________
 KV6300* NAD 83(1986)-  40 09 23.     (N)    074 17 12.     (W)     SCALED    
 KV6300* NAVD 88     -        39.423  (meters)     129.34   (feet)  ADJUSTED  
 KV6300  ___________________________________________________________________
 KV6300  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV6300  DYNAMIC HT  -          39.406 (meters)     129.28  (feet)  COMP
 KV6300  MODELED GRAV-     980,199.2   (mgal)                       NAVD 88
 KV6300
 KV6300  VERT ORDER  -  FIRST     CLASS II
 KV6300
 KV6300.The horizontal coordinates were scaled from a topographic map and have
 KV6300.an estimated accuracy of +/- 6 seconds.
 KV6300
 KV6300.The orthometric height was determined by differential leveling
 KV6300.and adjusted by the National Geodetic Survey in June 1991..
 KV6300
 KV6300.The geoid height was determined by GEOID03.
 KV6300
 KV6300.The dynamic height is computed by dividing the NAVD 88
 KV6300.geopotential number by the normal gravity value computed on the
 KV6300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6300.degrees latitude (g = 980.6199 gals.).
 KV6300
 KV6300.The modeled gravity was interpolated from observed gravity values.
 KV6300
 KV6300;                    North         East    Units  Estimated Accuracy
 KV6300;SPC NJ       -   146,900.      168,170.      MT  (+/- 180 meters Scaled)
 KV6300
 KV6300                          SUPERSEDED SURVEY CONTROL
 KV6300
 KV6300  NGVD 29 (01/10/92)   39.749  (m)          130.41   (f) ADJUSTED    1 2
 KV6300
 KV6300.Superseded values are not recommended for survey control.
 KV6300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6300.See file dsdata.txt to determine how the superseded data were derived.
 KV6300
 KV6300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK607453(NAD 83)
 KV6300_MARKER: DD = SURVEY DISK
 KV6300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6300_SP_SET: CONCRETE POST
 KV6300_STAMPING: 15 M 1 1989
 KV6300_MARK LOGO: NJGS  
 KV6300_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6300+STABILITY: SURFACE MOTION
 KV6300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6300+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1989
 KV6300
 KV6300  HISTORY     - Date     Condition        Report By
 KV6300  HISTORY     - 1989     MONUMENTED       NJDT
 KV6300  HISTORY     - 19890622 GOOD             NJGS
 KV6300
 KV6300                          STATION DESCRIPTION
 KV6300
 KV6300'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6300'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6300'IN JACKSON TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6300'COUNTY ROUTE 638, JACKSON MILLS FREEHOLD ROAD, AND INTERSTATE ROUTE
 KV6300'I195, EXIT 22, AT BRIDGE STRUCTURE 1517.163, MILEPOST 22.99, GO EAST
 KV6300'1.85 KM (1.15 MI) ON I195 TO THE MARK ON THE LEFT, 2.0 M (6.6 FT)
 KV6300'SOUTH FROM THE EDGE OF THE WESTBOUND I195 LANES, 13.0 M (42.7 FT)
 KV6300'NORTH FROM THE EDGE OF THE EASTBOUND I195 LANES, 122.2 M (400.9 FT)
 KV6300'WEST FROM AND NORMAL TO THE EXIT 22, GEORGIA JACKSON MILLS ROAD 1
 KV6300'MILE AHEAD SIGN, 8.4 M (27.6 FT) NORTHEAST FROM AN E TYPE INLET IN
 KV6300'THE MEDIAN AND SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6779 ***********************************************************************
 KV6779  DESIGNATION -  15 M 2
 KV6779  PID         -  KV6779
 KV6779  STATE/COUNTY-  NJ/OCEAN
 KV6779  USGS QUAD   -  POINT PLEASANT (1989)
 KV6779
 KV6779                         *CURRENT SURVEY CONTROL
 KV6779  ___________________________________________________________________
 KV6779* NAD 83(1996)-  40 02 29.80627(N)    074 04 51.06703(W)     ADJUSTED  
 KV6779* NAVD 88     -         2.8    (meters)       9.     (feet)  GPS OBS   
 KV6779  ___________________________________________________________________
 KV6779  X           -   1,341,153.533 (meters)                     COMP
 KV6779  Y           -  -4,702,191.212 (meters)                     COMP
 KV6779  Z           -   4,081,504.541 (meters)                     COMP
 KV6779  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 KV6779  ELLIP HEIGHT-         -30.23  (meters)          (10/23/02) GPS OBS
 KV6779  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV6779
 KV6779  HORZ ORDER  -  FIRST
 KV6779  ELLP ORDER  -  FOURTH    CLASS I
 KV6779
 KV6779.The horizontal coordinates were established by GPS observations
 KV6779.and adjusted by the National Geodetic Survey in May 1999..
 KV6779
 KV6779.The orthometric height was determined by GPS observations and a
 KV6779.high-resolution geoid model.
 KV6779
 KV6779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6779
 KV6779.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6779
 KV6779.The ellipsoidal height was determined by GPS observations
 KV6779.and is referenced to NAD 83.
 KV6779
 KV6779.The geoid height was determined by GEOID03.
 KV6779
 KV6779;                    North         East     Units Scale Factor Converg.
 KV6779;SPC NJ       -   134,218.599   185,767.411   MT  0.99991574   +0 16 10.8
 KV6779;SPC NJ       -   440,348.85    609,471.91   sFT  0.99991574   +0 16 10.8
 KV6779;UTM  18      - 4,432,780.500   578,411.141   MT  0.99967569   +0 35 28.9
 KV6779
 KV6779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6779!SPC NJ       -   1.00000474  x   0.99991574  =   0.99992048
 KV6779!UTM  18      -   1.00000474  x   0.99967569  =   0.99968043
 KV6779
 KV6779:                Primary Azimuth Mark                     Grid Az
 KV6779:SPC NJ       -  15 L 2                                   319 53 43.4
 KV6779:UTM  18      -  15 L 2                                   319 34 25.3
 KV6779
 KV6779|---------------------------------------------------------------------|
 KV6779| PID    Reference Object                     Distance      Geod. Az  |
 KV6779|                                                           dddmmss.s |
 KV6779| KV6778 15 L 2                              444.742 METERS 3200954.2 |
 KV6779|---------------------------------------------------------------------|
 KV6779
 KV6779                          SUPERSEDED SURVEY CONTROL
 KV6779
 KV6779  ELLIP H (05/14/99)  -30.25   (m)                       GP(       ) 4 1
 KV6779  NAD 83(1986)-  40 02 29.80602(N)    074 04 51.07168(W) AD(       ) 1
 KV6779
 KV6779.Superseded values are not recommended for survey control.
 KV6779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6779.See file dsdata.txt to determine how the superseded data were derived.
 KV6779
 KV6779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7841132780(NAD 83)
 KV6779_MARKER: DD = SURVEY DISK
 KV6779_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV6779_SP_SET: METAL PIPE IN CONCRETE
 KV6779_STAMPING: 15 M 2 1991
 KV6779_MARK LOGO: USFWS 
 KV6779_PROJECTION: FLUSH
 KV6779_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KV6779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6779+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2004
 KV6779_ROD/PIPE-DEPTH: 1    meters
 KV6779
 KV6779  HISTORY     - Date     Condition        Report By
 KV6779  HISTORY     - 1991     MONUMENTED       NJGS
 KV6779  HISTORY     - 19930426 GOOD             MCCRON
 KV6779  HISTORY     - 20040224 GOOD             AASCO
 KV6779
 KV6779                          STATION DESCRIPTION
 KV6779
 KV6779'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6779'THE STATION IS LOCATED ON THE METEDECONK NECK IN BRICK TOWNSHIP.  TO
 KV6779'REACH THE STATION FROM THE JUNCTION OF HOOPER AVENUE, COUNTY ROAD 549
 KV6779'SPUR AND DRUM POINT ROAD, GO 1.2 MI (1.9 KM) EAST ON DRUM POINT ROAD
 KV6779'TO ADAMSTON ROAD ON THE LEFT, TURN LEFT AND GO 1.3 MI (2.1 KM) TO THE
 KV6779'END OF ADAMSTON ROAD AT A WYE INTERSECTION WITH MANTALOKING ROAD,
 KV6779'COUNTY ROAD 528.  CONTINUE ON MANTOLOKING ROAD FOR 0.2 MI (0.3 KM) TO
 KV6779'ADAMSTON DRIVE ON THE RIGHT.  TURN RIGHT AND GO 0.2 MI (0.3 KM) ON
 KV6779'ADAMSTON DRIVE TO THE END OF TRUCK TRAVEL AT A BARRICADE.  PACK
 KV6779'SOUTHEAST ON A PAVED ROAD FOR 78 PACES TO THE PAVING TURNING
 KV6779'SOUTHEAST INTO A CHAIN LINK FENCED AREA.  CONTINUE AHEAD ON A SAND
 KV6779'ROAD FOR 20 PACES TO THE STATION ON THE LEFT WHERE THE SAND ROAD
 KV6779'BEARS TO THE RIGHT.  THE STATION IS 20.7 M (67.9 FT) SOUTH OF THE
 KV6779'CENTER OF THE PAVED ROAD, 3.05 EAST OF THE CENTER OF THE SAND ROAD,
 KV6779'0.85 M (2.79 FT) NORTH OF AN ORANGE CARSONITE WITNESS POST AND 24.7 M
 KV6779'(81.0 FT) SOUTH SOUTHWEST OF THE OUTSIDE EDGE OF THE PAVED ROAD.  THE
 KV6779'STATION IS MARKED BY AN ALUMINUM DISK STAMPED 15M2 1991, SET IN A 3
 KV6779'FOOT LONG ALUMINUM PIPE SURROUNDED BY CONCRETE AND SET FLUSH WITH THE
 KV6779'GROUND.
 KV6779
 KV6779                          STATION RECOVERY (1993)
 KV6779
 KV6779'RECOVERY NOTE BY J R MCCRONE JR INCORPORATED 1993
 KV6779'RECOVERED IN GOOD CONDITION.
 KV6779
 KV6779                          STATION RECOVERY (2004)
 KV6779
 KV6779'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2004 (JAL)
 KV6779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9358 ***********************************************************************
 AI9358  DESIGNATION -  15 M 3
 AI9358  PID         -  AI9358
 AI9358  STATE/COUNTY-  NJ/OCEAN
 AI9358  USGS QUAD   -  TUCKERTON (1995)
 AI9358
 AI9358                         *CURRENT SURVEY CONTROL
 AI9358  ___________________________________________________________________
 AI9358* NAD 83(1986)-  39 32 53.     (N)    074 19 58.     (W)     SCALED    
 AI9358* NAVD 88     -         2.157  (meters)       7.08   (feet)  ADJUSTED  
 AI9358  ___________________________________________________________________
 AI9358  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 AI9358  DYNAMIC HT  -           2.156 (meters)       7.07  (feet)  COMP
 AI9358  MODELED GRAV-     980,140.5   (mgal)                       NAVD 88
 AI9358
 AI9358  VERT ORDER  -  FIRST     CLASS II
 AI9358
 AI9358.The horizontal coordinates were scaled from a topographic map and have
 AI9358.an estimated accuracy of +/- 6 seconds.
 AI9358
 AI9358.The orthometric height was determined by differential leveling
 AI9358.and adjusted by the National Geodetic Survey in March 2001..
 AI9358.No vertical observational check was made to the station.
 AI9358
 AI9358.The geoid height was determined by GEOID03.
 AI9358
 AI9358.The dynamic height is computed by dividing the NAVD 88
 AI9358.geopotential number by the normal gravity value computed on the
 AI9358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9358.degrees latitude (g = 980.6199 gals.).
 AI9358
 AI9358.The modeled gravity was interpolated from observed gravity values.
 AI9358
 AI9358;                    North         East    Units  Estimated Accuracy
 AI9358;SPC NJ       -    79,350.      164,370.      MT  (+/- 180 meters Scaled)
 AI9358
 AI9358                          SUPERSEDED SURVEY CONTROL
 AI9358
 AI9358.No superseded survey control is available for this station.
 AI9358
 AI9358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ573778(NAD 83)
 AI9358_MARKER: DD = SURVEY DISK
 AI9358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9358_STAMPING: 15 M 3 1998
 AI9358_MARK LOGO: NJGS  
 AI9358_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9358+STABILITY: SURFACE MOTION
 AI9358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9358+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI9358
 AI9358  HISTORY     - Date     Condition        Report By
 AI9358  HISTORY     - 1998     MONUMENTED       NJGS
 AI9358
 AI9358                          STATION DESCRIPTION
 AI9358
 AI9358'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9358'THE STATION IS LOCATED IN LITTLE EGG HARBOR TOWNSHIP ON THE WEST SIDE
 AI9358'OF GREAT BAY BOULEVARD.  TO REACH THE STAION FROM THE INTERSECTION OF
 AI9358'U.S.  HIGHWAY 9 AND GREAT BAY BOULEVARD IN THE BOROUGH OF TUCKERTON,
 AI9358'GO SOUTH ON GREAT BAY BOULEVARD FOR 3.85 MI (6.20 KM) TO THE BRIDGE
 AI9358'CARRYING GREAT BAY BOULEVARD OVER JIMMIES CREEK AND THE STATION ON THE
 AI9358'RIGHT BEYOND THE BRIDGE, SET FLUSH WITH THE GROUND BETWEEN THE WEST
 AI9358'EDGE OF PAVING OF GREAT BAY BOULEVARD AND THE SOUTHWEST TIMBER
 AI9358'WINGWALL.  THE STATION IS 5.6 M (18.4 FT) WEST FROM THE CENTERLINE OF
 AI9358'GREAT BAY BOULEVARD, 22.5 M (73.8 FT) SOUTHWEST FROM THE CENTER OF THE
 AI9358'CHANNEL OF JIMMIES CREEK, 3.0 M (9.8 FT) NORTHEAST FROM THE SOUTHWEST
 AI9358'END OF THE SOUTHWEST TIMBER WINGWALL, 1.3 M (4.3 FT) SOUTHWEST FROM
 AI9358'THE WEST EDGE OF PAVING OF GREAT BAY BOULEVARD AND 8.1 M (26.6 FT)
 AI9358'EAST FROM POLE NUMBER P 18862.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6301 ***********************************************************************
 KV6301  DESIGNATION -  15 N 1
 KV6301  PID         -  KV6301
 KV6301  STATE/COUNTY-  NJ/OCEAN
 KV6301  USGS QUAD   -  ADELPHIA (1981)
 KV6301
 KV6301                         *CURRENT SURVEY CONTROL
 KV6301  ___________________________________________________________________
 KV6301* NAD 83(1986)-  40 09 20.     (N)    074 17 51.     (W)     SCALED    
 KV6301* NAVD 88     -        46.349  (meters)     152.06   (feet)  ADJUSTED  
 KV6301  ___________________________________________________________________
 KV6301  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV6301  DYNAMIC HT  -          46.329 (meters)     152.00  (feet)  COMP
 KV6301  MODELED GRAV-     980,200.0   (mgal)                       NAVD 88
 KV6301
 KV6301  VERT ORDER  -  FIRST     CLASS II
 KV6301
 KV6301.The horizontal coordinates were scaled from a topographic map and have
 KV6301.an estimated accuracy of +/- 6 seconds.
 KV6301
 KV6301.The orthometric height was determined by differential leveling
 KV6301.and adjusted by the National Geodetic Survey in June 1991..
 KV6301
 KV6301.The geoid height was determined by GEOID03.
 KV6301
 KV6301.The dynamic height is computed by dividing the NAVD 88
 KV6301.geopotential number by the normal gravity value computed on the
 KV6301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6301.degrees latitude (g = 980.6199 gals.).
 KV6301
 KV6301.The modeled gravity was interpolated from observed gravity values.
 KV6301
 KV6301;                    North         East    Units  Estimated Accuracy
 KV6301;SPC NJ       -   146,810.      167,250.      MT  (+/- 180 meters Scaled)
 KV6301
 KV6301                          SUPERSEDED SURVEY CONTROL
 KV6301
 KV6301  NGVD 29 (01/10/92)   46.675  (m)          153.13   (f) ADJUSTED    1 2
 KV6301
 KV6301.Superseded values are not recommended for survey control.
 KV6301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6301.See file dsdata.txt to determine how the superseded data were derived.
 KV6301
 KV6301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK598452(NAD 83)
 KV6301_MARKER: DD = SURVEY DISK
 KV6301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6301_SP_SET: CONCRETE POST
 KV6301_STAMPING: 15 N 1 1989
 KV6301_MARK LOGO: NJGS  
 KV6301_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6301+STABILITY: SURFACE MOTION
 KV6301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6301+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1989
 KV6301
 KV6301  HISTORY     - Date     Condition        Report By
 KV6301  HISTORY     - 1989     MONUMENTED       NJDT
 KV6301  HISTORY     - 19890622 GOOD             NJGS
 KV6301
 KV6301                          STATION DESCRIPTION
 KV6301
 KV6301'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6301'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6301'IN JACKSON TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6301'COUNTY ROUTE 638, JACKSON MILLS FREEHOLD ROAD AND INTERSTATE ROUTE
 KV6301'I195, EXIT 22 AT BRIDGE STRUCTURE 1517.163, MILEPOST 22.99, GO 1.1 KM
 KV6301'(0.7 MI) EAST ON I195 TO THE MARK ON THE LEFT, ALSO 0.4 KM (0.2 MI)
 KV6301'EAST FROM THE HARMONY ROAD BRIDGE OVER I-195, 2.0 M (6.6 FT) SOUTH
 KV6301'FROM THE EDGE OF THE WESTBOUND I195 LANES, 12.9 M (42.3 FT) NORTH
 KV6301'FROM THE EASTBOUND I195 LANES, 26.4 M (86.6 FT) SOUTHWEST AND NORMAL
 KV6301'TO THE EXIT 22, GEORGIA JACKSON MILLS ROAD NEXT RIGHT SIGN, 6.0 M
 KV6301'(19.7 FT) WEST FROM THE CENTERLINE OF A STREAM CROSSING I195 NEAR THE
 KV6301'EXIT 22 SIGN AND SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6780 ***********************************************************************
 KV6780  DESIGNATION -  15 N 2
 KV6780  PID         -  KV6780
 KV6780  STATE/COUNTY-  NJ/OCEAN
 KV6780  USGS QUAD   -  POINT PLEASANT (1989)
 KV6780
 KV6780                         *CURRENT SURVEY CONTROL
 KV6780  ___________________________________________________________________
 KV6780* NAD 83(1996)-  40 01 39.17604(N)    074 05 27.44895(W)     ADJUSTED  
 KV6780* NAVD 88     -         1.1    (meters)       4.     (feet)  GPS OBS   
 KV6780  ___________________________________________________________________
 KV6780  X           -   1,340,599.100 (meters)                     COMP
 KV6780  Y           -  -4,703,392.448 (meters)                     COMP
 KV6780  Z           -   4,080,307.796 (meters)                     COMP
 KV6780  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 KV6780  ELLIP HEIGHT-         -31.95  (meters)          (10/23/02) GPS OBS
 KV6780  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV6780
 KV6780  HORZ ORDER  -  FIRST
 KV6780  ELLP ORDER  -  FOURTH    CLASS I
 KV6780
 KV6780.The horizontal coordinates were established by GPS observations
 KV6780.and adjusted by the National Geodetic Survey in May 1999..
 KV6780
 KV6780.The orthometric height was determined by GPS observations and a
 KV6780.high-resolution geoid model.
 KV6780
 KV6780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6780
 KV6780.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6780
 KV6780.The ellipsoidal height was determined by GPS observations
 KV6780.and is referenced to NAD 83.
 KV6780
 KV6780.The geoid height was determined by GEOID03.
 KV6780
 KV6780;                    North         East     Units Scale Factor Converg.
 KV6780;SPC NJ       -   132,653.143   184,912.190   MT  0.99991500   +0 15 47.1
 KV6780;SPC NJ       -   435,212.85    606,666.08   sFT  0.99991500   +0 15 47.1
 KV6780;UTM  18      - 4,431,210.645   577,564.926   MT  0.99967406   +0 35 04.9
 KV6780
 KV6780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6780!SPC NJ       -   1.00000501  x   0.99991500  =   0.99992001
 KV6780!UTM  18      -   1.00000501  x   0.99967406  =   0.99967907
 KV6780
 KV6780:                Primary Azimuth Mark                     Grid Az
 KV6780:SPC NJ       -  15 P 2                                   127 27 31.4
 KV6780:UTM  18      -  15 P 2                                   127 08 13.6
 KV6780
 KV6780|---------------------------------------------------------------------|
 KV6780| PID    Reference Object                     Distance      Geod. Az  |
 KV6780|                                                           dddmmss.s |
 KV6780| KV6781 15 P 2                              410.540 METERS 1274318.5 |
 KV6780|---------------------------------------------------------------------|
 KV6780
 KV6780                          SUPERSEDED SURVEY CONTROL
 KV6780
 KV6780  ELLIP H (05/14/99)  -31.97   (m)                       GP(       ) 4 1
 KV6780  NAD 83(1986)-  40 01 39.17591(N)    074 05 27.45318(W) AD(       ) 1
 KV6780
 KV6780.Superseded values are not recommended for survey control.
 KV6780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6780.See file dsdata.txt to determine how the superseded data were derived.
 KV6780
 KV6780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7756531211(NAD 83)
 KV6780_MARKER: DD = SURVEY DISK
 KV6780_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV6780_SP_SET: METAL PIPE IN CONCRETE
 KV6780_STAMPING: 15 N 2 1991
 KV6780_MARK LOGO: USFWS 
 KV6780_PROJECTION: FLUSH
 KV6780_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KV6780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6780+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KV6780_ROD/PIPE-DEPTH: 1    meters
 KV6780
 KV6780  HISTORY     - Date     Condition        Report By
 KV6780  HISTORY     - 1991     MONUMENTED       NJGS
 KV6780
 KV6780                          STATION DESCRIPTION
 KV6780
 KV6780'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6780'THE STATION IS LOCATED ON THE METEDECONK NECK IN BRICK TOWNSHIP.  TO
 KV6780'REACH THE STATION FROM THE JUNCTION OF HOOPER AVENUE, COUNTY ROAD 549
 KV6780'SPUR, AND DRUM POINT ROAD, GO 1.9 MI (3.1 KM) EAST ON DRUM POINT ROAD
 KV6780'TO BAYWOOD BOULEVARD ON THE LEFT.  TURN LEFT ON BAYWOOD BOULEVARD AND
 KV6780'GO 0.5 MI (0.8 KM) TO PILOT DRIVE ON THE LEFT AT THE END OF BAYWOOD
 KV6780'BOULEVARD.  TURN LEFT ON PILOT DRIVE AND GO 0.2 MI (0.3 KM) TO
 KV6780'ALAMEDA DRIVE.  CONTINUE ON ALAMEDA DRIVE FOR 0.05 MI (0.08 KM) TO
 KV6780'THE STATION ON THE RIGHT ON PROPERTY OF HOUSE NUMBER 243 ALAMEDA
 KV6780'DRIVE. THE STATION IS 21.0 M (68.9 FT) SOUTH OF POLE NUMBER BT 2794
 KV6780'BK, 14.4 M (47.2 FT) EAST OF THE NORTHEAST CORNER OF HOUSE NUMBER
 KV6780'243, 1.1 M (3.6 FT) EAST NORTHEAST OF A 3 FOOT HIGH WOOD POST AND
 KV6780'RAIL FENCE AND 5.2 M (17.1 FT) WEST SOUTHWEST OF THE CENTER OF
 KV6780'ALAMEDA DRIVE.  THE STATION IS MARKED BY AN ALUMINUM DISK STAMPED 15
 KV6780'N 2 1991 SET IN A 3 FOOT LONG ALUMINUM PIPE SURROUNDED BY CONCRETE
 KV6780'AND SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6917 ***********************************************************************
 AM6917  DESIGNATION -  15 N 3
 AM6917  PID         -  AM6917
 AM6917  STATE/COUNTY-  NJ/OCEAN
 AM6917  USGS QUAD   -  SHIP BOTTOM (1972)
 AM6917
 AM6917                         *CURRENT SURVEY CONTROL
 AM6917  ___________________________________________________________________
 AM6917* NAD 83(1986)-  39 39 50.     (N)    074 09 54.     (W)     SCALED    
 AM6917* NAVD 88     -         2.063  (meters)       6.77   (feet)  ADJUSTED  
 AM6917  ___________________________________________________________________
 AM6917  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 AM6917  DYNAMIC HT  -           2.062 (meters)       6.77  (feet)  COMP
 AM6917  MODELED GRAV-     980,152.9   (mgal)                       NAVD 88
 AM6917
 AM6917  VERT ORDER  -  FIRST     CLASS II
 AM6917
 AM6917.The horizontal coordinates were scaled from a topographic map and have
 AM6917.an estimated accuracy of +/- 6 seconds.
 AM6917
 AM6917.The orthometric height was determined by differential leveling
 AM6917.and adjusted by the National Geodetic Survey in March 2005..
 AM6917
 AM6917.The geoid height was determined by GEOID03.
 AM6917
 AM6917.The dynamic height is computed by dividing the NAVD 88
 AM6917.geopotential number by the normal gravity value computed on the
 AM6917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6917.degrees latitude (g = 980.6199 gals.).
 AM6917
 AM6917.The modeled gravity was interpolated from observed gravity values.
 AM6917
 AM6917;                    North         East    Units  Estimated Accuracy
 AM6917;SPC NJ       -    92,250.      178,740.      MT  (+/- 180 meters Scaled)
 AM6917
 AM6917                          SUPERSEDED SURVEY CONTROL
 AM6917
 AM6917.No superseded survey control is available for this station.
 AM6917
 AM6917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ716907(NAD 83)
 AM6917_MARKER: DD = SURVEY DISK
 AM6917_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM6917_SP_SET: WATER TANK BASE
 AM6917_STAMPING: 15 N 3 2000
 AM6917_MARK LOGO: NJGS  
 AM6917_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6917+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 AM6917
 AM6917  HISTORY     - Date     Condition        Report By
 AM6917  HISTORY     - 2000     MONUMENTED       NJGS
 AM6917  HISTORY     - 20060421 GOOD             GEOCAC
 AM6917
 AM6917                          STATION DESCRIPTION
 AM6917
 AM6917'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6917'THE STATION IS LOCATED IN THE BOROUGH OF SURF CITY ON THE GROUNDS OF
 AM6917'THE SURF CITY DEPARTMENT OF PUBLIC WORKS WATER FACILITY.  TO REACH THE
 AM6917'STATION FROM THE INTERSECTION OF STATE ROUTE 72 AND LONG BEACH
 AM6917'BOULEVARD IN THE BOROUGH OF SHIP BOTTOM, GO NORTHEAST ON LONG BEACH
 AM6917'BOULEVARD FOR 1.15 MI (1.85 KM) TO THE INTERSECTION WITH 13TH STREET.
 AM6917'TURN LEFT AND GO NORTHWEST ON 13TH STREET FOR ABOUT 30 M (98.4 FT) TO
 AM6917'THE ENTRANCE GATE LEADING TO THE SURF CITY DEPARTMENT OF PUBLIC WORKS
 AM6917'WATER FACILITY ON THE RIGHT.  PASS THROUGH THE GATE AND GO EAST ACROSS
 AM6917'THE YARD TO THE STATION AHEAD, SET FLUSH IN A DRILL HOLE ON THE WEST
 AM6917'SIDE OF THE CONCRETE BASE OF A 6 M (19.7 FT) TALL CYLINDRICAL WATER
 AM6917'TANK.  THE STATION IS 7.9 M (25.9 FT) NORTHWEST FROM THE CHAIN LINK
 AM6917'FENCE ON THE SOUTHEAST SIDE OF THE FACILITY FACING LONG BEACH
 AM6917'BOULEVARD AND 28.5 M (93.5 FT) NORTHEAST FROM THE CHAIN LINK FENCE ON
 AM6917'THE SOUTHWEST SIDE OF THE FACILITY FACING 13TH STREET.
 AM6917
 AM6917                          STATION RECOVERY (2006)
 AM6917
 AM6917'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AM6917'HANDHELD COORDINATES ARE N39-39-47.58 W074-09-53.34.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6302 ***********************************************************************
 KV6302  DESIGNATION -  15 P 1
 KV6302  PID         -  KV6302
 KV6302  STATE/COUNTY-  NJ/OCEAN
 KV6302  USGS QUAD   -  ADELPHIA (1981)
 KV6302
 KV6302                         *CURRENT SURVEY CONTROL
 KV6302  ___________________________________________________________________
 KV6302* NAD 83(1996)-  40 09 20.68055(N)    074 18 19.36728(W)     ADJUSTED  
 KV6302* NAVD 88     -        43.264  (meters)     141.94   (feet)  ADJUSTED  
 KV6302  ___________________________________________________________________
 KV6302  X           -   1,320,516.993 (meters)                     COMP
 KV6302  Y           -  -4,699,582.672 (meters)                     COMP
 KV6302  Z           -   4,091,224.831 (meters)                     COMP
 KV6302  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 KV6302  ELLIP HEIGHT-          10.80  (meters)          (10/23/02) GPS OBS
 KV6302  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KV6302  DYNAMIC HT  -          43.245 (meters)     141.88  (feet)  COMP
 KV6302  MODELED GRAV-     980,200.7   (mgal)                       NAVD 88
 KV6302
 KV6302  HORZ ORDER  -  FIRST
 KV6302  VERT ORDER  -  FIRST     CLASS II
 KV6302  ELLP ORDER  -  FOURTH    CLASS I
 KV6302
 KV6302.The horizontal coordinates were established by GPS observations
 KV6302.and adjusted by the National Geodetic Survey in May 1999..
 KV6302
 KV6302.The orthometric height was determined by differential leveling
 KV6302.and adjusted by the National Geodetic Survey in June 1991..
 KV6302
 KV6302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6302
 KV6302.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6302
 KV6302.The ellipsoidal height was determined by GPS observations
 KV6302.and is referenced to NAD 83.
 KV6302
 KV6302.The geoid height was determined by GEOID03.
 KV6302
 KV6302.The dynamic height is computed by dividing the NAVD 88
 KV6302.geopotential number by the normal gravity value computed on the
 KV6302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6302.degrees latitude (g = 980.6199 gals.).
 KV6302
 KV6302.The modeled gravity was interpolated from observed gravity values.
 KV6302
 KV6302;                    North         East     Units Scale Factor Converg.
 KV6302;SPC NJ       -   146,824.115   166,579.898   MT  0.99990338   +0 07 31.8
 KV6302;SPC NJ       -   481,705.45    546,520.88   sFT  0.99990338   +0 07 31.8
 KV6302;UTM  18      - 4,445,274.833   559,157.892   MT  0.99964308   +0 26 52.6
 KV6302
 KV6302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6302!SPC NJ       -   0.99999831  x   0.99990338  =   0.99990169
 KV6302!UTM  18      -   0.99999831  x   0.99964308  =   0.99964139
 KV6302
 KV6302                          SUPERSEDED SURVEY CONTROL
 KV6302
 KV6302  NAD 83(1986)-  40 09 20.68159(N)    074 18 19.36925(W) AD(       ) 1
 KV6302  NAVD 88 (02/25/94)   43.26   (m)          141.9    (f) LEVELING    3  
 KV6302  NGVD 29 (01/10/92)   43.591  (m)          143.01   (f) ADJUSTED    1 2
 KV6302
 KV6302.Superseded values are not recommended for survey control.
 KV6302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6302.See file dsdata.txt to determine how the superseded data were derived.
 KV6302
 KV6302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5915845275(NAD 83)
 KV6302_MARKER: DD = SURVEY DISK
 KV6302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6302_SP_SET: CONCRETE POST
 KV6302_STAMPING: 15 P 1 1989
 KV6302_MARK LOGO: NJGS  
 KV6302_PROJECTION: FLUSH
 KV6302_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6302+STABILITY: SURFACE MOTION
 KV6302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6302+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6302
 KV6302  HISTORY     - Date     Condition        Report By
 KV6302  HISTORY     - 1989     MONUMENTED       NJDT
 KV6302  HISTORY     - 19890622 GOOD             NJGS
 KV6302  HISTORY     - 19911022 GOOD             NJGS
 KV6302  HISTORY     - 19930701 GOOD
 KV6302  HISTORY     - 20020202 GOOD             NJGS
 KV6302
 KV6302                          STATION DESCRIPTION
 KV6302
 KV6302'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6302'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6302'IN JACKSON TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6302'COUNTY ROUTE 638, JACKSON MILLS FREEHOLD ROAD AND INTERSTATE ROUTE
 KV6302'I195, EXIT 22, AT STRUCTURE 1517.163, MILEPOST 22.99, GO EAST 0.35 KM
 KV6302'(0.22 MI) ON I195 TO THE MARK ON THE LEFT.  THE STATION IS SOUTH FROM
 KV6302'THE ROUTE I195 WESTBOUND LANES RAMP TO NORTHBOUND ROUTE 638, 1.85 M
 KV6302'(6.07 FT) SOUTH FROM THE EDGE OF THE WESTBOUND I195 LANES, 13.0 M
 KV6302'(42.7 FT) NORTH FROM THE EDGE OF THE EASTBOUND I195 LANES, 36.9 M
 KV6302'(121.1 FT) NORTHWEST FROM THE SOUTHWEST POST OF THE EXIT 22 SIGN
 KV6302'BRIDGE OVER I195 WESTBOUND LANES, 6.5 M (21.3 FT) NORTHEAST FROM THE
 KV6302'NORTHWEST END POST OF A GUIDE RAIL IN THE SOUTH SIDE OF MEDIAN AND
 KV6302'SET FLUSH WITH THE GROUND.
 KV6302
 KV6302                          STATION RECOVERY (1991)
 KV6302
 KV6302'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV6302'RECOVERED IN GOOD CONDITION.
 KV6302
 KV6302                          STATION RECOVERY (1993)
 KV6302
 KV6302'RECOVERED 1993
 KV6302'RECOVERED IN GOOD CONDITION.
 KV6302
 KV6302                          STATION RECOVERY (2002)
 KV6302
 KV6302'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6302'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 KV6302'23.0 M EAST ALONG
 KV6302'THE MEDIAN FROM MILE POST 23.2 ON THE EAST BOUND LANES AND IS 0.50 M
 KV6302'NORTH FROM A METAL
 KV6302'WITNESS POST.
 KV6302' 
 KV6302'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6781 ***********************************************************************
 KV6781  DESIGNATION -  15 P 2
 KV6781  PID         -  KV6781
 KV6781  STATE/COUNTY-  NJ/OCEAN
 KV6781  USGS QUAD   -  POINT PLEASANT (1989)
 KV6781
 KV6781                         *CURRENT SURVEY CONTROL
 KV6781  ___________________________________________________________________
 KV6781* NAD 83(1996)-  40 01 31.03202(N)    074 05 13.75393(W)     ADJUSTED  
 KV6781* NAVD 88     -         1.0    (meters)       3.     (feet)  GPS OBS   
 KV6781  ___________________________________________________________________
 KV6781  X           -   1,340,955.662 (meters)                     COMP
 KV6781  Y           -  -4,703,458.749 (meters)                     COMP
 KV6781  Z           -   4,080,115.419 (meters)                     COMP
 KV6781  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 KV6781  ELLIP HEIGHT-         -32.00  (meters)          (10/23/02) GPS OBS
 KV6781  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KV6781
 KV6781  HORZ ORDER  -  FIRST
 KV6781  ELLP ORDER  -  FOURTH    CLASS I
 KV6781
 KV6781.The horizontal coordinates were established by GPS observations
 KV6781.and adjusted by the National Geodetic Survey in May 1999..
 KV6781
 KV6781.The orthometric height was determined by GPS observations and a
 KV6781.high-resolution geoid model.
 KV6781
 KV6781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6781
 KV6781.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6781
 KV6781.The ellipsoidal height was determined by GPS observations
 KV6781.and is referenced to NAD 83.
 KV6781
 KV6781.The geoid height was determined by GEOID03.
 KV6781
 KV6781;                    North         East     Units Scale Factor Converg.
 KV6781;SPC NJ       -   132,403.478   185,238.045   MT  0.99991528   +0 15 55.9
 KV6781;SPC NJ       -   434,393.74    607,735.15   sFT  0.99991528   +0 15 55.9
 KV6781;UTM  18      - 4,430,962.873   577,892.098   MT  0.99967469   +0 35 13.6
 KV6781
 KV6781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6781!SPC NJ       -   1.00000502  x   0.99991528  =   0.99992030
 KV6781!UTM  18      -   1.00000502  x   0.99967469  =   0.99967971
 KV6781
 KV6781:                Primary Azimuth Mark                     Grid Az
 KV6781:SPC NJ       -  15 N 2                                   307 27 31.5
 KV6781:UTM  18      -  15 N 2                                   307 08 13.8
 KV6781
 KV6781|---------------------------------------------------------------------|
 KV6781| PID    Reference Object                     Distance      Geod. Az  |
 KV6781|                                                           dddmmss.s |
 KV6781| KV6780 15 N 2                              410.540 METERS 3074327.4 |
 KV6781|---------------------------------------------------------------------|
 KV6781
 KV6781                          SUPERSEDED SURVEY CONTROL
 KV6781
 KV6781  ELLIP H (05/14/99)  -32.02   (m)                       GP(       ) 4 1
 KV6781  NAD 83(1986)-  40 01 31.03181(N)    074 05 13.75813(W) AD(       ) 1
 KV6781
 KV6781.Superseded values are not recommended for survey control.
 KV6781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6781.See file dsdata.txt to determine how the superseded data were derived.
 KV6781
 KV6781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7789230963(NAD 83)
 KV6781_MARKER: DD = SURVEY DISK
 KV6781_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV6781_SP_SET: METAL PIPE IN CONCRETE
 KV6781_STAMPING: 15 P 2 1991
 KV6781_MARK LOGO: USFWS 
 KV6781_PROJECTION: FLUSH
 KV6781_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KV6781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6781+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KV6781_ROD/PIPE-DEPTH: 1    meters
 KV6781
 KV6781  HISTORY     - Date     Condition        Report By
 KV6781  HISTORY     - 1991     MONUMENTED       NJGS
 KV6781
 KV6781                          STATION DESCRIPTION
 KV6781
 KV6781'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6781'THE STATION IS LOCATED ON THE METEDECONK NECK IN BRICK TOWNSHIP.  TO
 KV6781'REACH THE STATION FROM THE JUNCTION OF HOOPER AVENUE, COUNTY ROAD 549
 KV6781'SPUR, AND DRUM POINT ROAD, GO 1.9 MI (3.1 KM) EAST ON DRUM POINT ROAD
 KV6781'TO BAYWOOD BOULEVARD ON THE LEFT.  TURN LEFT ON BAYWOOD BOULEVARD AND
 KV6781'GO 0.5 MI (0.8 KM) TO PILOT DRIVE ON THE LEFT AT THE END OF BAYWOOD
 KV6781'BOULEVARD.  TURN LEFT ON PILOT DRIVE AND GO 0.2 MI (0.3 KM) TO
 KV6781'ALAMEDA DRIVE.  CONTINUE ON ALAMEDA DRIVE FOR 0.3 MI (0.5 KM) TO THE
 KV6781'STATION ON THE LEFT AND EAST CORAL DRIVE ON THE RIGHT.  THE STATION
 KV6781'IS 10.6 M (34.8 FT) NORTHWEST OF POLE NUMBER BT 2803 BK, 7.1 M
 KV6781'(23.3 FT) NORTH OF A UTILITY MANHOLE LOCATED IN THE ASPHALT PAVING,
 KV6781'12.3 M (40.4 FT) NORTHEAST OF A STREET SIGN, 20.2 M (66.3 FT) EAST OF
 KV6781'A MAILBOX FOR 305 ALAMEDA DRIVE AND 0.6 M (2.0 FT) NORTHEAST FROM THE
 KV6781'EDGE OF ALAMEDA DRIVE.  STATION IS MARKED BY AN ALUMINUM DISK STAMPED
 KV6781'15 P 2 1991 SET IN A 3 FOOT LONG ALUMINUM PIPE SURROUNDED BY CONCRETE
 KV6781'AND SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6916 ***********************************************************************
 AM6916  DESIGNATION -  15 P 3
 AM6916  PID         -  AM6916
 AM6916  STATE/COUNTY-  NJ/OCEAN
 AM6916  USGS QUAD   -  SHIP BOTTOM (1972)
 AM6916
 AM6916                         *CURRENT SURVEY CONTROL
 AM6916  ___________________________________________________________________
 AM6916* NAD 83(1986)-  39 42 43.     (N)    074 07 53.     (W)     SCALED    
 AM6916* NAVD 88     -         1.597  (meters)       5.24   (feet)  ADJUSTED  
 AM6916  ___________________________________________________________________
 AM6916  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 AM6916  DYNAMIC HT  -           1.596 (meters)       5.24  (feet)  COMP
 AM6916  MODELED GRAV-     980,158.1   (mgal)                       NAVD 88
 AM6916
 AM6916  VERT ORDER  -  FIRST     CLASS II
 AM6916
 AM6916.The horizontal coordinates were scaled from a topographic map and have
 AM6916.an estimated accuracy of +/- 6 seconds.
 AM6916
 AM6916.The orthometric height was determined by differential leveling
 AM6916.and adjusted by the National Geodetic Survey in March 2005..
 AM6916
 AM6916.The geoid height was determined by GEOID03.
 AM6916
 AM6916.The dynamic height is computed by dividing the NAVD 88
 AM6916.geopotential number by the normal gravity value computed on the
 AM6916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6916.degrees latitude (g = 980.6199 gals.).
 AM6916
 AM6916.The modeled gravity was interpolated from observed gravity values.
 AM6916
 AM6916;                    North         East    Units  Estimated Accuracy
 AM6916;SPC NJ       -    97,600.      181,610.      MT  (+/- 180 meters Scaled)
 AM6916
 AM6916                          SUPERSEDED SURVEY CONTROL
 AM6916
 AM6916.No superseded survey control is available for this station.
 AM6916
 AM6916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ744961(NAD 83)
 AM6916_MARKER: DD = SURVEY DISK
 AM6916_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AM6916+WITH SETTING: PAVEMENT
 AM6916_SP_SET: ELECTRIC JUNCTION BOX BASE
 AM6916_STAMPING: 15 P 3 1999
 AM6916_MARK LOGO: NJGS  
 AM6916_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM6916+STABILITY: SURFACE MOTION
 AM6916_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6916+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 AM6916
 AM6916  HISTORY     - Date     Condition        Report By
 AM6916  HISTORY     - 1999     MONUMENTED       NJGS
 AM6916  HISTORY     - 20060421 GOOD             GEOCAC
 AM6916
 AM6916                          STATION DESCRIPTION
 AM6916
 AM6916'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (RJK)
 AM6916'THE STATION IS LOCATED IN LONG BEACH TOWNSHIP IN THE COMMUNITY OF
 AM6916'LOVELADIES.  TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE
 AM6916'72 AND LONG BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM, GO
 AM6916'NORTHEAST ON LONG BEACH BOULEVARD FOR 4.95 MI (7.97 KM) TO THE STATION
 AM6916'ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN THE CONCRETE BASE OF AN
 AM6916'ELECTRICAL JUNCTION BOX.  THE STATION IS 1.6 M (5.2 FT) SOUTHEAST FROM
 AM6916'AN INLET ON THE SOUTHEAST SIDE OF LONG BEACH BOULEVARD, 2.2 M (7.2 FT)
 AM6916'SOUTH FROM UTILITY POLE NUMBER P8235, 14.4 M (47.2 FT) NORTHEAST FROM
 AM6916'UTILITY POLE NUMBER T7859, 1.9 M (6.2 FT) NORTH FROM A FIRE HYDRANT,
 AM6916'50.4 M (165.4 FT) NORTH NORTHEAST FROM THE CENTERLINE OF E 86TH
 AM6916'STREET, 37.4 M (122.7 FT) SOUTH SOUTHWEST FROM THE CENTERLINE OF
 AM6916'SEASHELL LANE AND 13.4 M (44.0 FT) SOUTHEAST FROM A 5 FT (1.5 M) TALL
 AM6916'PIPE WITH AN INVERTED AND CURVED END IN THE CENTER GRASS MEDIAN OF
 AM6916'LONG BEACH BOULEVARD AT THE COMMUNITY BOUNDARY LINE.
 AM6916
 AM6916                          STATION RECOVERY (2006)
 AM6916
 AM6916'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AM6916'THE DISK IS STAMPED 15 P 3 2000.  HANDHELD COORDINATES ARE
 AM6916'N39-42-42.84 W074-07-52.92.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0091 ***********************************************************************
 KV0091  DESIGNATION -  15 PRR
 KV0091  PID         -  KV0091
 KV0091  STATE/COUNTY-  NJ/ESSEX
 KV0091  USGS QUAD   -  ELIZABETH (1995)
 KV0091
 KV0091                         *CURRENT SURVEY CONTROL
 KV0091  ___________________________________________________________________
 KV0091* NAD 83(1986)-  40 43 38.     (N)    074 10 18.     (W)     SCALED    
 KV0091* NAVD 88     -         7.983  (meters)      26.19   (feet)  ADJUSTED  
 KV0091  ___________________________________________________________________
 KV0091  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KV0091  DYNAMIC HT  -           7.979 (meters)      26.18  (feet)  COMP
 KV0091  MODELED GRAV-     980,221.5   (mgal)                       NAVD 88
 KV0091
 KV0091  VERT ORDER  -  FIRST     CLASS II
 KV0091
 KV0091.The horizontal coordinates were scaled from a topographic map and have
 KV0091.an estimated accuracy of +/- 6 seconds.
 KV0091
 KV0091.The orthometric height was determined by differential leveling
 KV0091.and adjusted by the National Geodetic Survey in June 1991..
 KV0091
 KV0091.The geoid height was determined by GEOID03.
 KV0091
 KV0091.The dynamic height is computed by dividing the NAVD 88
 KV0091.geopotential number by the normal gravity value computed on the
 KV0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0091.degrees latitude (g = 980.6199 gals.).
 KV0091
 KV0091.The modeled gravity was interpolated from observed gravity values.
 KV0091
 KV0091;                    North         East    Units  Estimated Accuracy
 KV0091;SPC NJ       -   210,310.      177,740.      MT  (+/- 180 meters Scaled)
 KV0091
 KV0091                          SUPERSEDED SURVEY CONTROL
 KV0091
 KV0091  NGVD 29 (??/??/??)    8.326  (m)           27.32   (f) ADJUSTED    1 2
 KV0091
 KV0091.Superseded values are not recommended for survey control.
 KV0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0091.See file dsdata.txt to determine how the superseded data were derived.
 KV0091
 KV0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL699088(NAD 83)
 KV0091_MARKER: Q = CHISELED SQUARE
 KV0091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0091_SP_SET: BRIDGE SEAT
 KV0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0091
 KV0091  HISTORY     - Date     Condition        Report By
 KV0091  HISTORY     - 1933     MONUMENTED       PRR
 KV0091  HISTORY     - 1934     GOOD             CGS
 KV0091
 KV0091                          STATION DESCRIPTION
 KV0091
 KV0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0091'AT NEWARK.
 KV0091'AT NEWARK, ESSEX COUNTY, ON THE PENNSYLVANIA RAILROAD, AT THE
 KV0091'BRIDGE OVER EAST KINNEY STREET, ON THE SOUTHEAST BRIDGE SEAT,
 KV0091'5 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 3 FEET LOWER THAN THE
 KV0091'BASE OF THE RAIL.  A 5-INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6303 ***********************************************************************
 KV6303  CBN         -  This is a Cooperative Base Network Control Station.
 KV6303  DESIGNATION -  15 Q 1
 KV6303  PID         -  KV6303
 KV6303  STATE/COUNTY-  NJ/OCEAN
 KV6303  USGS QUAD   -  ADELPHIA (1981)
 KV6303
 KV6303                         *CURRENT SURVEY CONTROL
 KV6303  ___________________________________________________________________
 KV6303* NAD 83(1996)-  40 09 25.65413(N)    074 18 47.60107(W)     ADJUSTED  
 KV6303* NAVD 88     -        41.690  (meters)     136.78   (feet)  ADJUSTED  
 KV6303  ___________________________________________________________________
 KV6303  X           -   1,319,846.625 (meters)                     COMP
 KV6303  Y           -  -4,699,666.992 (meters)                     COMP
 KV6303  Z           -   4,091,341.070 (meters)                     COMP
 KV6303  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 KV6303  ELLIP HEIGHT-           9.24  (meters)          (09/24/01) GPS OBS
 KV6303  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KV6303  DYNAMIC HT  -          41.672 (meters)     136.72  (feet)  COMP
 KV6303  MODELED GRAV-     980,201.6   (mgal)                       NAVD 88
 KV6303
 KV6303  HORZ ORDER  -  B
 KV6303  VERT ORDER  -  FIRST     CLASS II
 KV6303  ELLP ORDER  -  FOURTH    CLASS I
 KV6303
 KV6303.The horizontal coordinates were established by GPS observations
 KV6303.and adjusted by the National Geodetic Survey in August 1998..
 KV6303
 KV6303.The orthometric height was determined by differential leveling
 KV6303.and adjusted by the National Geodetic Survey in June 1991..
 KV6303
 KV6303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6303
 KV6303.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6303
 KV6303.The ellipsoidal height was determined by GPS observations
 KV6303.and is referenced to NAD 83.
 KV6303
 KV6303.The geoid height was determined by GEOID03.
 KV6303
 KV6303.The dynamic height is computed by dividing the NAVD 88
 KV6303.geopotential number by the normal gravity value computed on the
 KV6303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6303.degrees latitude (g = 980.6199 gals.).
 KV6303
 KV6303.The modeled gravity was interpolated from observed gravity values.
 KV6303
 KV6303;                    North         East     Units Scale Factor Converg.
 KV6303;SPC NJ       -   146,976.070   165,911.445   MT  0.99990312   +0 07 13.6
 KV6303;SPC NJ       -   482,203.99    544,327.80   sFT  0.99990312   +0 07 13.6
 KV6303;UTM  18      - 4,445,422.985   558,488.769   MT  0.99964211   +0 26 34.5
 KV6303
 KV6303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6303!SPC NJ       -   0.99999855  x   0.99990312  =   0.99990167
 KV6303!UTM  18      -   0.99999855  x   0.99964211  =   0.99964066
 KV6303
 KV6303                          SUPERSEDED SURVEY CONTROL
 KV6303
 KV6303  ELLIP H (08/14/98)    9.24   (m)                       GP(       ) 3 2
 KV6303  NAD 83(1986)-  40 09 25.65525(N)    074 18 47.60286(W) AD(       ) 1
 KV6303  NAVD 88 (02/25/94)   41.69   (m)          136.8    (f) LEVELING    3  
 KV6303  NGVD 29 (01/10/92)   42.016  (m)          137.85   (f) ADJUSTED    1 2
 KV6303
 KV6303.Superseded values are not recommended for survey control.
 KV6303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6303.See file dsdata.txt to determine how the superseded data were derived.
 KV6303
 KV6303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5848945423(NAD 83)
 KV6303_MARKER: DD = SURVEY DISK
 KV6303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6303_SP_SET: CONCRETE POST
 KV6303_STAMPING: 15 Q 1 1989
 KV6303_MARK LOGO: NJGS  
 KV6303_PROJECTION: FLUSH
 KV6303_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6303+STABILITY: SURFACE MOTION
 KV6303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6303+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6303
 KV6303  HISTORY     - Date     Condition        Report By
 KV6303  HISTORY     - 1989     MONUMENTED       NJGS
 KV6303  HISTORY     - 19890622 GOOD             NJGS
 KV6303  HISTORY     - 19911022 GOOD             NJGS
 KV6303  HISTORY     - 19930225 GOOD
 KV6303  HISTORY     - 19961212 GOOD             NJGS
 KV6303  HISTORY     - 20001003 GOOD             NJGS
 KV6303  HISTORY     - 20020202 GOOD             NJGS
 KV6303
 KV6303                          STATION DESCRIPTION
 KV6303
 KV6303'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6303'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6303'IN JACKSON TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6303'COUNTY ROUTE 638, JACKSON MILLS FREEHOLD ROAD, AND INTERSTATE ROUTE
 KV6303'I195 AT BRIDGE STRUCTURE 1517.163, MILEPOST 22.99, EXIT 22, GO 0.35
 KV6303'KM (0.22 MI) WEST ON I195 TO THE MARK ON THE LEFT.  THE STATION IS
 KV6303'OPPOSITE THE SOUTHBOUND ROUTE 638 RAMP LANES ENTERING THE I195
 KV6303'WESTBOUND LANES, 2.0 M (6.6 FT) SOUTHWEST FROM THE EDGE OF THE
 KV6303'WESTBOUND I195 LANES, 13.1 M (43.0 FT) NORTHEAST FROM THE EDGE OF THE
 KV6303'EASTBOUND I195 LANES, 10.2 M (33.5 FT) NORTH FROM THE SOUTHEAST END
 KV6303'POST OF A GUIDE RAIL IN THE NORTH SIDE OF THE MEDIAN, 9.5 M (31.2 FT)
 KV6303'NORTH FROM THE SOUTHEAST END POST OF A GUIDE RAIL IN THE SOUTH SIDE
 KV6303'OF THE MEDIAN, 45.5 M (149.3 FT) EAST NORTHEAST FROM THE NORTHEAST
 KV6303'POST OF A SIGN BRIDGE FOR EXIT 22 OVER THE EASTBOUND LANES AND SET
 KV6303'FLUSH WITH THE GROUND.
 KV6303
 KV6303                          STATION RECOVERY (1991)
 KV6303
 KV6303'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV6303'RECOVERED IN GOOD CONDITION.
 KV6303
 KV6303                          STATION RECOVERY (1993)
 KV6303
 KV6303'RECOVERED 1993
 KV6303'RECOVERED IN GOOD CONDITION.
 KV6303
 KV6303                          STATION RECOVERY (1996)
 KV6303
 KV6303'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (JVS)
 KV6303'RECOVERED AS DESCRIBED.
 KV6303
 KV6303                          STATION RECOVERY (2000)
 KV6303
 KV6303'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (JVS)
 KV6303'RECOVERED AS DESCRIBED.
 KV6303'
 KV6303
 KV6303                          STATION RECOVERY (2002)
 KV6303
 KV6303'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6303'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 KV6303'LOCATED 7.0 M
 KV6303'EAST ALONG THE MEDIAN FROM MILE POST 22.8 AND IS 0.50 M NORTH FROM A
 KV6303'METAL WITNESS POST.
 KV6303' 
 KV6303'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6782 ***********************************************************************
 KV6782  DESIGNATION -  15 Q 2
 KV6782  PID         -  KV6782
 KV6782  STATE/COUNTY-  NJ/OCEAN
 KV6782  USGS QUAD   -  POINT PLEASANT (1989)
 KV6782
 KV6782                         *CURRENT SURVEY CONTROL
 KV6782  ___________________________________________________________________
 KV6782* NAD 83(1996)-  40 01 11.57638(N)    074 05 15.96496(W)     ADJUSTED  
 KV6782* NAVD 88     -         1.2    (meters)       4.     (feet)  GPS OBS   
 KV6782  ___________________________________________________________________
 KV6782  X           -   1,341,011.073 (meters)                     COMP
 KV6782  Y           -  -4,703,844.337 (meters)                     COMP
 KV6782  Z           -   4,079,655.981 (meters)                     COMP
 KV6782  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 KV6782  ELLIP HEIGHT-         -31.86  (meters)          (10/23/02) GPS OBS
 KV6782  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KV6782
 KV6782  HORZ ORDER  -  FIRST
 KV6782  ELLP ORDER  -  FOURTH    CLASS I
 KV6782
 KV6782.The horizontal coordinates were established by GPS observations
 KV6782.and adjusted by the National Geodetic Survey in May 1999..
 KV6782
 KV6782.The orthometric height was determined by GPS observations and a
 KV6782.high-resolution geoid model.
 KV6782
 KV6782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6782
 KV6782.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6782
 KV6782.The ellipsoidal height was determined by GPS observations
 KV6782.and is referenced to NAD 83.
 KV6782
 KV6782.The geoid height was determined by GEOID03.
 KV6782
 KV6782;                    North         East     Units Scale Factor Converg.
 KV6782;SPC NJ       -   131,803.221   185,188.399   MT  0.99991524   +0 15 54.3
 KV6782;SPC NJ       -   432,424.40    607,572.27   sFT  0.99991524   +0 15 54.3
 KV6782;UTM  18      - 4,430,362.491   577,845.833   MT  0.99967460   +0 35 11.9
 KV6782
 KV6782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6782!SPC NJ       -   1.00000500  x   0.99991524  =   0.99992024
 KV6782!UTM  18      -   1.00000500  x   0.99967460  =   0.99967960
 KV6782
 KV6782:                Primary Azimuth Mark                     Grid Az
 KV6782:SPC NJ       -  15 P 2                                   004 43 41.1
 KV6782:UTM  18      -  15 P 2                                   004 24 23.5
 KV6782
 KV6782|---------------------------------------------------------------------|
 KV6782| PID    Reference Object                     Distance      Geod. Az  |
 KV6782|                                                           dddmmss.s |
 KV6782| KV6781 15 P 2                              APPROX. 0.6 KM 0045935.4 |
 KV6782|---------------------------------------------------------------------|
 KV6782
 KV6782                          SUPERSEDED SURVEY CONTROL
 KV6782
 KV6782  ELLIP H (05/14/99)  -31.88   (m)                       GP(       ) 4 1
 KV6782  NAD 83(1986)-  40 01 11.57616(N)    074 05 15.96915(W) AD(       ) 1
 KV6782
 KV6782.Superseded values are not recommended for survey control.
 KV6782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6782.See file dsdata.txt to determine how the superseded data were derived.
 KV6782
 KV6782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7784630362(NAD 83)
 KV6782_MARKER: DD = SURVEY DISK
 KV6782_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV6782_SP_SET: METAL PIPE IN CONCRETE
 KV6782_STAMPING: 15 Q 2 1991
 KV6782_MARK LOGO: USFWS 
 KV6782_PROJECTION: FLUSH
 KV6782_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KV6782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6782+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KV6782_ROD/PIPE-DEPTH: 1    meters
 KV6782
 KV6782  HISTORY     - Date     Condition        Report By
 KV6782  HISTORY     - 1991     MONUMENTED       NJGS
 KV6782
 KV6782                          STATION DESCRIPTION
 KV6782
 KV6782'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6782'THE STATION IS LOCATED ON THE METEDECONK NECK IN BRICK TOWNSHIP.  TO
 KV6782'REACH THE STATION FROM THE JUNCTION OF HOOPER AVENUE, COUNTY ROAD 549
 KV6782'SPUR, AND DRUM POINT ROAD, GO EAST THEN SOUTH ON DRUM POINT ROAD FOR
 KV6782'2.2 MI (3.5 KM) TO MANDALAY ROAD ON THE LEFT.  TURN LEFT ON MANDALAY
 KV6782'ROAD AND GO 0.4 MI (0.6 KM) TO SAINT LAURENCE BOULEVARD ON THE LEFT.
 KV6782'CONTINUE ON SAINT LAURENCE BOULEVARD FOR 0.5 MI (0.8 KM) TO THE
 KV6782'STATION ON THE LEFT, JUST NORTHWEST OF SANTIAGO DRIVE ON THE LEFT, IN
 KV6782'FRONT OF HOUSE NUMBER 88.  THE STATION IS 14.3 M (46.9 FT) SOUTH
 KV6782'SOUTHWEST FROM THE WEST CORNER OF HOUSE NUMBER 88, 16.4 M (53.8 FT)
 KV6782'EAST FROM POLE NUMBER BT 4215 BK, 22.0 M (72.2 FT) NORTHWEST FROM THE
 KV6782'CENTERLINE OF SANTIAGO DRIVE, 23.6 M (77.4 FT) NORTH NORTHWEST FROM A
 KV6782'FIRE HYDRANT ON THE SOUTH SIDE OF SAINT LAURENCE BOULEVARD AND 5.2 M
 KV6782'(17.1 FT) NORTHEAST FROM THE CENTERLINE OF SAINT LAURENCE BOULEVARD.
 KV6782'THE STATION IS MARKED BY AN ALUMINUM DISK STAMPED 15 Q 2 1991 SET IN
 KV6782'A 3 FOOT LONG ALUMINUM PIPE SURROUNDED BY CONCRETE AND SET FLUSH WITH
 KV6782'THE GROUND NEAR THE EDGE OF PAVING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6919 ***********************************************************************
 AM6919  DESIGNATION -  15 Q 3
 AM6919  PID         -  AM6919
 AM6919  STATE/COUNTY-  NJ/OCEAN
 AM6919  USGS QUAD   -  LONG BEACH NE (1977)
 AM6919
 AM6919                         *CURRENT SURVEY CONTROL
 AM6919  ___________________________________________________________________
 AM6919* NAD 83(1986)-  39 44 11.     (N)    074 07 08.     (W)     SCALED    
 AM6919* NAVD 88     -         1.488  (meters)       4.88   (feet)  ADJUSTED  
 AM6919  ___________________________________________________________________
 AM6919  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 AM6919  DYNAMIC HT  -           1.487 (meters)       4.88  (feet)  COMP
 AM6919  MODELED GRAV-     980,160.1   (mgal)                       NAVD 88
 AM6919
 AM6919  VERT ORDER  -  FIRST     CLASS II
 AM6919
 AM6919.The horizontal coordinates were scaled from a topographic map and have
 AM6919.an estimated accuracy of +/- 6 seconds.
 AM6919
 AM6919.The orthometric height was determined by differential leveling
 AM6919.and adjusted by the National Geodetic Survey in March 2005..
 AM6919
 AM6919.The geoid height was determined by GEOID03.
 AM6919
 AM6919.The dynamic height is computed by dividing the NAVD 88
 AM6919.geopotential number by the normal gravity value computed on the
 AM6919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6919.degrees latitude (g = 980.6199 gals.).
 AM6919
 AM6919.The modeled gravity was interpolated from observed gravity values.
 AM6919
 AM6919;                    North         East    Units  Estimated Accuracy
 AM6919;SPC NJ       -   100,320.      182,670.      MT  (+/- 180 meters Scaled)
 AM6919
 AM6919                          SUPERSEDED SURVEY CONTROL
 AM6919
 AM6919.No superseded survey control is available for this station.
 AM6919
 AM6919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ755988(NAD 83)
 AM6919_MARKER: DD = SURVEY DISK
 AM6919_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AM6919+WITH SETTING: PAVEMENT
 AM6919_SP_SET: FLAGPOLE BASE
 AM6919_STAMPING: 15 Q 3 2000
 AM6919_MARK LOGO: NJGS  
 AM6919_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM6919+STABILITY: SURFACE MOTION
 AM6919_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6919+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 AM6919
 AM6919  HISTORY     - Date     Condition        Report By
 AM6919  HISTORY     - 2000     MONUMENTED       NJGS
 AM6919  HISTORY     - 20060421 GOOD             GEOCAC
 AM6919
 AM6919                          STATION DESCRIPTION
 AM6919
 AM6919'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6919'THE STATION IS LOCATED IN LONG BEACH TOWNSHIP ON THE SOUTHEAST SIDE OF
 AM6919'LONG BEACH BOULEVARD IN THE COMMUNITY OF LOVELADIES.  TO REACH THE
 AM6919'STATION FROM THE INTERSECTION OF STATE ROUTE 72 AND LONG BEACH
 AM6919'BOULEVARD IN THE BOROUGH OF SHIP BOTTOM, GO NORTHEAST ON LONG BEACH
 AM6919'BOULEVARD FOR 6.8 MI (10.9 KM) TO THE STATION ON THE RIGHT, SET FLUSH
 AM6919'IN DRILL HOLE IN THE CONCRETE BASE OF A LARGE FLAGPOLE IN FRONT OF THE
 AM6919'OCEAN COUNTY UTILITY AUTHORITIES SPS-8 NORTH LOVELADIES LIFT STATION.
 AM6919'THE STATION IS 8.1 M (26.6 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF
 AM6919'PAVEMENT OF LONG BEACH BOULEVARD, 19.3 M (63.3 FT) SOUTH SOUTHWEST
 AM6919'FROM THE CENTERLINE OF DOLPHIN STREET, 9.7 M (31.8 FT) NORTHEAST FROM
 AM6919'THE NORTHWEST CORNER OF THE LIFT STATION BUILDING, 9.8 M (32.2 FT)
 AM6919'SOUTHWEST FROM THE NORTH CORNER OF THE LIFT STATION BUILDING, 8.8 M
 AM6919'(28.9 FT) SOUTH FROM UTILITY POLE NUMBER T 11060 ACE AND 9.5 M (31.2
 AM6919'FT) SOUTH SOUTHWEST FROM POLE NUMBER 37 WITH SIREN ATTACHED.
 AM6919
 AM6919                          STATION RECOVERY (2006)
 AM6919
 AM6919'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AM6919'HANDHELD COORDINATES ARE N39-44-11.94 W074-07-07.74.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6304 ***********************************************************************
 KV6304  DESIGNATION -  15 R 1
 KV6304  PID         -  KV6304
 KV6304  STATE/COUNTY-  NJ/OCEAN
 KV6304  USGS QUAD   -  ADELPHIA (1981)
 KV6304
 KV6304                         *CURRENT SURVEY CONTROL
 KV6304  ___________________________________________________________________
 KV6304* NAD 83(1986)-  40 09 25.     (N)    074 19 21.     (W)     SCALED    
 KV6304* NAVD 88     -        34.685  (meters)     113.80   (feet)  ADJUSTED  
 KV6304  ___________________________________________________________________
 KV6304  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV6304  DYNAMIC HT  -          34.670 (meters)     113.75  (feet)  COMP
 KV6304  MODELED GRAV-     980,202.3   (mgal)                       NAVD 88
 KV6304
 KV6304  VERT ORDER  -  FIRST     CLASS II
 KV6304
 KV6304.The horizontal coordinates were scaled from a topographic map and have
 KV6304.an estimated accuracy of +/- 6 seconds.
 KV6304
 KV6304.The orthometric height was determined by differential leveling
 KV6304.and adjusted by the National Geodetic Survey in June 1991..
 KV6304
 KV6304.The geoid height was determined by GEOID03.
 KV6304
 KV6304.The dynamic height is computed by dividing the NAVD 88
 KV6304.geopotential number by the normal gravity value computed on the
 KV6304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6304.degrees latitude (g = 980.6199 gals.).
 KV6304
 KV6304.The modeled gravity was interpolated from observed gravity values.
 KV6304
 KV6304;                    North         East    Units  Estimated Accuracy
 KV6304;SPC NJ       -   146,950.      165,120.      MT  (+/- 180 meters Scaled)
 KV6304
 KV6304                          SUPERSEDED SURVEY CONTROL
 KV6304
 KV6304  NGVD 29 (01/10/92)   35.012  (m)          114.87   (f) ADJUSTED    1 2
 KV6304
 KV6304.Superseded values are not recommended for survey control.
 KV6304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6304.See file dsdata.txt to determine how the superseded data were derived.
 KV6304
 KV6304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK576453(NAD 83)
 KV6304_MARKER: DD = SURVEY DISK
 KV6304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6304_SP_SET: CONCRETE POST
 KV6304_STAMPING: 15 R 1 1989
 KV6304_MARK LOGO: NJGS  
 KV6304_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6304+STABILITY: SURFACE MOTION
 KV6304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6304+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1989
 KV6304
 KV6304  HISTORY     - Date     Condition        Report By
 KV6304  HISTORY     - 1989     MONUMENTED       NJDT
 KV6304  HISTORY     - 19890622 GOOD             NJGS
 KV6304
 KV6304                          STATION DESCRIPTION
 KV6304
 KV6304'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6304'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6304'IN JACKSON TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6304'COUNTY ROUTE 638, JACKSON MILLS FREEHOLD ROAD AND INTERSTATE ROUTE
 KV6304'I195, EXIT 22, AT BRIDGE STRUCTURE 1517.163, MILEPOST 22.99, GO WEST
 KV6304'1.18 KM (0.73 MI) ON I195 TO THE MARK ON THE LEFT, 2.2 M (7.2 FT)
 KV6304'SOUTH FROM THE EDGE OF THE WESTBOUND I195 LANES, 13.0 M (42.7 FT)
 KV6304'NORTH FROM THE EDGE OF THE EASTBOUND I195 LANES, 112.1 M (367.8 FT)
 KV6304'EAST NORTHEAST FROM THE NORTHEAST EDGE OF A CONCRETE CULVERT AT THE
 KV6304'SOUTH EDGE OF THE WESTBOUND LANES, 121.3 M (398.0 FT) EAST FROM AND
 KV6304'NORMAL TO THE EXIT 21 ROUTES 526, 527, JACKSON SILOAM ROAD 1 MILE
 KV6304'SIGN AND SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6783 ***********************************************************************
 KV6783  DESIGNATION -  15 R 2
 KV6783  PID         -  KV6783
 KV6783  STATE/COUNTY-  NJ/OCEAN
 KV6783  USGS QUAD   -  POINT PLEASANT (1989)
 KV6783
 KV6783                         *CURRENT SURVEY CONTROL
 KV6783  ___________________________________________________________________
 KV6783* NAD 83(1996)-  40 01 04.01527(N)    074 04 55.99041(W)     ADJUSTED  
 KV6783* NAVD 88     -         1.1    (meters)       4.     (feet)  GPS OBS   
 KV6783  ___________________________________________________________________
 KV6783  X           -   1,341,507.686 (meters)                     COMP
 KV6783  Y           -  -4,703,858.575 (meters)                     COMP
 KV6783  Z           -   4,079,477.307 (meters)                     COMP
 KV6783  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 KV6783  ELLIP HEIGHT-         -31.98  (meters)          (10/23/02) GPS OBS
 KV6783  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV6783
 KV6783  HORZ ORDER  -  FIRST
 KV6783  ELLP ORDER  -  FOURTH    CLASS I
 KV6783
 KV6783.The horizontal coordinates were established by GPS observations
 KV6783.and adjusted by the National Geodetic Survey in May 1999..
 KV6783
 KV6783.The orthometric height was determined by GPS observations and a
 KV6783.high-resolution geoid model.
 KV6783
 KV6783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6783
 KV6783.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6783
 KV6783.The ellipsoidal height was determined by GPS observations
 KV6783.and is referenced to NAD 83.
 KV6783
 KV6783.The geoid height was determined by GEOID03.
 KV6783
 KV6783;                    North         East     Units Scale Factor Converg.
 KV6783;SPC NJ       -   131,572.242   185,663.116   MT  0.99991565   +0 16 07.1
 KV6783;SPC NJ       -   431,666.60    609,129.74   sFT  0.99991565   +0 16 07.1
 KV6783;UTM  18      - 4,430,134.234   578,321.725   MT  0.99967552   +0 35 24.7
 KV6783
 KV6783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6783!SPC NJ       -   1.00000502  x   0.99991565  =   0.99992067
 KV6783!UTM  18      -   1.00000502  x   0.99967552  =   0.99968054
 KV6783
 KV6783                          SUPERSEDED SURVEY CONTROL
 KV6783
 KV6783  ELLIP H (05/14/99)  -32.00   (m)                       GP(       ) 4 1
 KV6783  NAD 83(1986)-  40 01 04.01509(N)    074 04 55.99464(W) AD(       ) 1
 KV6783
 KV6783.Superseded values are not recommended for survey control.
 KV6783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6783.See file dsdata.txt to determine how the superseded data were derived.
 KV6783
 KV6783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7832230134(NAD 83)
 KV6783_MARKER: DD = SURVEY DISK
 KV6783_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV6783_SP_SET: METAL PIPE IN CONCRETE
 KV6783_STAMPING: 15 R 2 1991
 KV6783_MARK LOGO: USFWS 
 KV6783_PROJECTION: FLUSH
 KV6783_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KV6783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6783+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1993
 KV6783_ROD/PIPE-DEPTH: 1    meters
 KV6783
 KV6783  HISTORY     - Date     Condition        Report By
 KV6783  HISTORY     - 1991     MONUMENTED       NJGS
 KV6783  HISTORY     - 19930426 GOOD             MCCRON
 KV6783
 KV6783                          STATION DESCRIPTION
 KV6783
 KV6783'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6783'THE STATION IS LOCATED ON THE METEDECONK NECK IN BRICK TOWNSHIP.  TO
 KV6783'REACH THE STATION FROM THE JUNCTION OF HOOPER AVENUE, COUNTY ROAD 549
 KV6783'SPUR, AND DRUM POINT ROAD, GO EAST THEN SOUTH ON DRUM POINT ROAD FOR
 KV6783'2.2 MI (3.5 KM) TO MANDALAY ROAD ON THE LEFT.  TURN LEFT ON MANDALAY
 KV6783'ROAD AND GO 0.4 MI (0.6 KM) TO SAINT LAURENCE BOULEVARD ON THE LEFT.
 KV6783'CONTINUE ON SAINT LAURENCE BOULEVARD FOR 0.8 MI (1.3 KM) TO THE END
 KV6783'OF SAINT LAURENCE BOULEVARD AND THE STATION ON THE RIGHT, WHERE THE
 KV6783'ROAD TURNS SHARPLY TO THE LEFT.  THE STATION IS 19.2 M (63.0 FT)
 KV6783'SOUTH SOUTHEAST FROM POLE NUMBER BT 4746 BK, 16.0 M (52.5 FT) WEST
 KV6783'FROM POLE NUMBER BT 4747 BK, 10.9 M (35.8 FT) WEST FROM A UTILITIES
 KV6783'MANOLE MARKED BTMUA, 5.0 M (16.4 FT) SOUTHWEST FROM  THE CENTERLINE
 KV6783'OF SAINT LAURENCE BOULEVARD EXTENDED TO THE NORTHWEST AND 18.15 M
 KV6783'(59.55 FT) SOUTHWEST FROM A MAILBOX FOR HOUSE NUMBER 146.  THE
 KV6783'STATION IS MARKED BY AN ALUMINUM DISK STAMPED 15 R 2 1991 SET IN A 3
 KV6783'FOOT LONG ALUMINUM PIPE SURROUNDED BY CONCRETE AND SET FLUSH WITH THE
 KV6783'GROUND NEAR THE EDGE OF PAVING.
 KV6783
 KV6783                          STATION RECOVERY (1993)
 KV6783
 KV6783'RECOVERY NOTE BY J R MCCRONE JR INCORPORATED 1993
 KV6783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6920 ***********************************************************************
 AM6920  DESIGNATION -  15 R 3
 AM6920  PID         -  AM6920
 AM6920  STATE/COUNTY-  NJ/OCEAN
 AM6920  USGS QUAD   -  BARNEGAT LIGHT (1989)
 AM6920
 AM6920                         *CURRENT SURVEY CONTROL
 AM6920  ___________________________________________________________________
 AM6920* NAD 83(1986)-  39 45 04.     (N)    074 07 04.     (W)     SCALED    
 AM6920* NAVD 88     -         1.430  (meters)       4.69   (feet)  ADJUSTED  
 AM6920  ___________________________________________________________________
 AM6920  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 AM6920  DYNAMIC HT  -           1.430 (meters)       4.69  (feet)  COMP
 AM6920  MODELED GRAV-     980,161.5   (mgal)                       NAVD 88
 AM6920
 AM6920  VERT ORDER  -  FIRST     CLASS II
 AM6920
 AM6920.The horizontal coordinates were scaled from a topographic map and have
 AM6920.an estimated accuracy of +/- 6 seconds.
 AM6920
 AM6920.The orthometric height was determined by differential leveling
 AM6920.and adjusted by the National Geodetic Survey in March 2005..
 AM6920.No vertical observational check was made to the station.
 AM6920
 AM6920.The geoid height was determined by GEOID03.
 AM6920
 AM6920.The dynamic height is computed by dividing the NAVD 88
 AM6920.geopotential number by the normal gravity value computed on the
 AM6920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6920.degrees latitude (g = 980.6199 gals.).
 AM6920
 AM6920.The modeled gravity was interpolated from observed gravity values.
 AM6920
 AM6920;                    North         East    Units  Estimated Accuracy
 AM6920;SPC NJ       -   101,950.      182,750.      MT  (+/- 180 meters Scaled)
 AM6920
 AM6920                          SUPERSEDED SURVEY CONTROL
 AM6920
 AM6920.No superseded survey control is available for this station.
 AM6920
 AM6920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK755005(NAD 83)
 AM6920_MARKER: DD = SURVEY DISK
 AM6920_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AM6920+WITH SETTING: PAVEMENT
 AM6920_SP_SET: FLAGPOLE BASE
 AM6920_STAMPING: 15 R 3 2000
 AM6920_MARK LOGO: NJGS  
 AM6920_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM6920+STABILITY: SURFACE MOTION
 AM6920_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6920+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 AM6920
 AM6920  HISTORY     - Date     Condition        Report By
 AM6920  HISTORY     - 2000     MONUMENTED       NJGS
 AM6920  HISTORY     - 20060421 GOOD             GEOCAC
 AM6920
 AM6920                          STATION DESCRIPTION
 AM6920
 AM6920'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6920'THE STATION IS LOCATED IN THE BOROUGH OF BARNEGAT LIGHT IN THE
 AM6920'COMMUNITY OF HIGHBAR HARBOR.  TO REACH THE STATION FROM THE
 AM6920'INTERSECTION OF STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE BOROUGH
 AM6920'OF SHIP BOTTOM, GO NORTHEAST ON LONG BEACH BOULEVARD, ALSO KNOWN AS
 AM6920'CENTRAL AVENUE IN THE BOROUGH OF BARNEGAT LIGHT, FOR 7.65 MI (12.31
 AM6920'KM) TO THE INTERSECTION WITH 20TH STREET.  TURN LEFT AND GO WEST ON
 AM6920'20TH STREET FOR ABOUT 0.1 MI (0.2 KM) TO THE INTERSECTION WITH BAYVIEW
 AM6920'AVENUE.  CONTINUE AHEAD ON AUBURN ROAD FOR ABOUT 0.3 MI (0.5 KM) TO
 AM6920'THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE CONCRETE
 AM6920'BASE OF A LARGE FLAGPOLE IN THE REAR OF THE OCEAN COUNTY UTILITY
 AM6920'AUTHORITIES SPS-9 HIGHBAR HARBOR LIFT STATION.  THE STATION IS 5.8 M
 AM6920'(19.0 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF THE LIFT STATION, 5.8
 AM6920'M (19.0 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF THE LIFT STATION
 AM6920'AND 21.0 M (68.9 FT) WEST FROM THE WEST EDGE OF PAVEMENT OF AUBURN
 AM6920'ROAD.
 AM6920
 AM6920                          STATION RECOVERY (2006)
 AM6920
 AM6920'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AM6920'HANDHELD COORDINATES ARE N39-45-04.68 W074-07-04.62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6305 ***********************************************************************
 KV6305  DESIGNATION -  15 S 1
 KV6305  PID         -  KV6305
 KV6305  STATE/COUNTY-  NJ/OCEAN
 KV6305  USGS QUAD   -  ADELPHIA (1981)
 KV6305
 KV6305                         *CURRENT SURVEY CONTROL
 KV6305  ___________________________________________________________________
 KV6305* NAD 83(1986)-  40 09 19.     (N)    074 19 54.     (W)     SCALED    
 KV6305* NAVD 88     -        31.927  (meters)     104.75   (feet)  ADJUSTED  
 KV6305  ___________________________________________________________________
 KV6305  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV6305  DYNAMIC HT  -          31.914 (meters)     104.70  (feet)  COMP
 KV6305  MODELED GRAV-     980,202.7   (mgal)                       NAVD 88
 KV6305
 KV6305  VERT ORDER  -  FIRST     CLASS II
 KV6305
 KV6305.The horizontal coordinates were scaled from a topographic map and have
 KV6305.an estimated accuracy of +/- 6 seconds.
 KV6305
 KV6305.The orthometric height was determined by differential leveling
 KV6305.and adjusted by the National Geodetic Survey in June 1991..
 KV6305
 KV6305.The geoid height was determined by GEOID03.
 KV6305
 KV6305.The dynamic height is computed by dividing the NAVD 88
 KV6305.geopotential number by the normal gravity value computed on the
 KV6305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6305.degrees latitude (g = 980.6199 gals.).
 KV6305
 KV6305.The modeled gravity was interpolated from observed gravity values.
 KV6305
 KV6305;                    North         East    Units  Estimated Accuracy
 KV6305;SPC NJ       -   146,770.      164,340.      MT  (+/- 180 meters Scaled)
 KV6305
 KV6305                          SUPERSEDED SURVEY CONTROL
 KV6305
 KV6305  NGVD 29 (01/10/92)   32.254  (m)          105.82   (f) ADJUSTED    1 2
 KV6305
 KV6305.Superseded values are not recommended for survey control.
 KV6305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6305.See file dsdata.txt to determine how the superseded data were derived.
 KV6305
 KV6305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK569452(NAD 83)
 KV6305_MARKER: DD = SURVEY DISK
 KV6305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6305_SP_SET: CONCRETE POST
 KV6305_STAMPING: 15 S 1 1989
 KV6305_MARK LOGO: NJGS  
 KV6305_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6305+STABILITY: SURFACE MOTION
 KV6305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6305+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1989
 KV6305
 KV6305  HISTORY     - Date     Condition        Report By
 KV6305  HISTORY     - 1989     MONUMENTED       NJDT
 KV6305  HISTORY     - 19890622 GOOD             NJGS
 KV6305
 KV6305                          STATION DESCRIPTION
 KV6305
 KV6305'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6305'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6305'IN JACKSON TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6305'INTERSTATE ROUTE I195, EXIT 22, STRUCTURE 1517.163, MILEPOST 22.99
 KV6305'AND COUNTY ROUTE 638, JACKSON MILLS FREEHOLD ROAD, GO WEST 2.0 KM
 KV6305'(1.2 MI) ON I195 TO THE STATION ON THE LEFT, 0.2 KM (0.1 MI) WEST
 KV6305'FROM THE BRIDGE, STRUCTURE 1517.159, MILEPOST 21.9 OVER THE SOUTH
 KV6305'BRANCH OF THE METEDECONK RIVER, 0.2 M (0.7 FT) SOUTH FROM THE EDGE OF
 KV6305'THE WESTBOUND I195 LANES, 0.7 M (2.3 FT) SOUTH FROM THE NORTH FACE OF
 KV6305'THE BEAM GUIDE RAIL, 100.5 M (329.7 FT) WEST FROM THE CENTERLINE OF
 KV6305'THE SOUTH BRANCH OF THE METEDECONK RIVER AND SET FLUSH WITH THE
 KV6305'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6777 ***********************************************************************
 KV6777  DESIGNATION -  15 S 2
 KV6777  PID         -  KV6777
 KV6777  STATE/COUNTY-  NJ/OCEAN
 KV6777  USGS QUAD   -  POINT PLEASANT (1989)
 KV6777
 KV6777                         *CURRENT SURVEY CONTROL
 KV6777  ___________________________________________________________________
 KV6777* NAD 83(1996)-  40 02 27.15436(N)    074 06 47.10127(W)     ADJUSTED  
 KV6777* NAVD 88     -         4.4    (meters)      14.     (feet)  GPS OBS   
 KV6777  ___________________________________________________________________
 KV6777  X           -   1,338,522.852 (meters)                     COMP
 KV6777  Y           -  -4,702,996.752 (meters)                     COMP
 KV6777  Z           -   4,081,442.977 (meters)                     COMP
 KV6777  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 KV6777  ELLIP HEIGHT-         -28.59  (meters)          (10/23/02) GPS OBS
 KV6777  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV6777
 KV6777  HORZ ORDER  -  FIRST
 KV6777  ELLP ORDER  -  FOURTH    CLASS I
 KV6777
 KV6777.The horizontal coordinates were established by GPS observations
 KV6777.and adjusted by the National Geodetic Survey in May 1999..
 KV6777
 KV6777.The orthometric height was determined by GPS observations and a
 KV6777.high-resolution geoid model.
 KV6777
 KV6777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6777
 KV6777.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6777
 KV6777.The ellipsoidal height was determined by GPS observations
 KV6777.and is referenced to NAD 83.
 KV6777
 KV6777.The geoid height was determined by GEOID03.
 KV6777
 KV6777;                    North         East     Units Scale Factor Converg.
 KV6777;SPC NJ       -   134,124.366   183,017.309   MT  0.99991342   +0 14 56.1
 KV6777;SPC NJ       -   440,039.69    600,449.29   sFT  0.99991342   +0 14 56.1
 KV6777;UTM  18      - 4,432,670.854   575,662.276   MT  0.99967047   +0 34 14.2
 KV6777
 KV6777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6777!SPC NJ       -   1.00000449  x   0.99991342  =   0.99991790
 KV6777!UTM  18      -   1.00000449  x   0.99967047  =   0.99967495
 KV6777
 KV6777                          SUPERSEDED SURVEY CONTROL
 KV6777
 KV6777  ELLIP H (05/14/99)  -28.61   (m)                       GP(       ) 4 1
 KV6777  NAD 83(1986)-  40 02 27.15439(N)    074 06 47.10542(W) AD(       ) 1
 KV6777
 KV6777.Superseded values are not recommended for survey control.
 KV6777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6777.See file dsdata.txt to determine how the superseded data were derived.
 KV6777
 KV6777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7566232671(NAD 83)
 KV6777_MARKER: DD = SURVEY DISK
 KV6777_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV6777_SP_SET: METAL PIPE IN CONCRETE
 KV6777_STAMPING: 15 S 2 1991
 KV6777_MARK LOGO: USFWS 
 KV6777_PROJECTION: FLUSH
 KV6777_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KV6777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6777+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2004
 KV6777_ROD/PIPE-DEPTH: 1    meters
 KV6777
 KV6777  HISTORY     - Date     Condition        Report By
 KV6777  HISTORY     - 1991     MONUMENTED       NJGS
 KV6777  HISTORY     - 20040224 GOOD             AASCO
 KV6777
 KV6777                          STATION DESCRIPTION
 KV6777
 KV6777'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6777'THE STATION IS LOCATED ON THE METEDECONK NECK IN BRICK TOWNSHIP.  TO
 KV6777'REACH THE STATION FROM THE JUNCTION OF HOOPER AVENUE, COUNTY ROAD 549
 KV6777'SPUR, AND DRUM POINT ROAD, GO EAST ON DRUM POINT ROAD FOR 0.85 MI
 KV6777'(1.37 KM) TO SKY MANOR BOULEVARD ON THE RIGHT.  TURN RIGHT ON SKY
 KV6777'MANOR BOULEVARD AND GO 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.
 KV6777'THE STATION IS 32.6 M (107.0 FT) SOUTHWEST FROM POLE NUMBER BT 3330
 KV6777'BK, 31.45 M (103.18 FT) EAST FROM POLE NUMBER BT 3332 BK, 5.1 M
 KV6777'(16.7 FT) SOUTHEAST FROM THE CENTER OF SKY MANOR BOULEVARD, 0.85 M
 KV6777'(2.79 FT) SOUTHEAST FROM THE GUTTERLINE OF SKY MANOR BOULEVARD, 1.4 M
 KV6777'(4.6 FT) NORTH FROM THE END OF THE SIDEWALK ON THE SOUTH SIDE OF SKY
 KV6777'MANOR BOULEVARD.  THE STATION IS MARKED BY AN ALUMINUM DISK STAMPED
 KV6777'15 S 2 1991 SET IN A 3 FOOT LONG ALUMINUM PIPE SURROUNDED BY CONCRETE
 KV6777'AND SET FLUSH WITH THE GROUND BETWEEN THE CURB AND THE SIDEWALK.
 KV6777
 KV6777                          STATION RECOVERY (2004)
 KV6777
 KV6777'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2004 (JAL)
 KV6777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6915 ***********************************************************************
 AM6915  DESIGNATION -  15 S 3
 AM6915  PID         -  AM6915
 AM6915  STATE/COUNTY-  NJ/OCEAN
 AM6915  USGS QUAD   -  BARNEGAT LIGHT (1989)
 AM6915
 AM6915                         *CURRENT SURVEY CONTROL
 AM6915  ___________________________________________________________________
 AM6915* NAD 83(1986)-  39 45 03.     (N)    074 06 49.     (W)     SCALED    
 AM6915* NAVD 88     -         1.316  (meters)       4.32   (feet)  ADJUSTED  
 AM6915  ___________________________________________________________________
 AM6915  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 AM6915  DYNAMIC HT  -           1.315 (meters)       4.31  (feet)  COMP
 AM6915  MODELED GRAV-     980,161.2   (mgal)                       NAVD 88
 AM6915
 AM6915  VERT ORDER  -  FIRST     CLASS II
 AM6915
 AM6915.The horizontal coordinates were scaled from a topographic map and have
 AM6915.an estimated accuracy of +/- 6 seconds.
 AM6915
 AM6915.The orthometric height was determined by differential leveling
 AM6915.and adjusted by the National Geodetic Survey in March 2005..
 AM6915
 AM6915.The geoid height was determined by GEOID03.
 AM6915
 AM6915.The dynamic height is computed by dividing the NAVD 88
 AM6915.geopotential number by the normal gravity value computed on the
 AM6915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6915.degrees latitude (g = 980.6199 gals.).
 AM6915
 AM6915.The modeled gravity was interpolated from observed gravity values.
 AM6915
 AM6915;                    North         East    Units  Estimated Accuracy
 AM6915;SPC NJ       -   101,920.      183,110.      MT  (+/- 180 meters Scaled)
 AM6915
 AM6915                          SUPERSEDED SURVEY CONTROL
 AM6915
 AM6915.No superseded survey control is available for this station.
 AM6915
 AM6915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK759004(NAD 83)
 AM6915_MARKER: DD = SURVEY DISK
 AM6915_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AM6915+WITH SETTING: PAVEMENT
 AM6915_SP_SET: FLAGPOLE BASE
 AM6915_STAMPING: 15 S 3 1999
 AM6915_MARK LOGO: NJGS  
 AM6915_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM6915+STABILITY: SURFACE MOTION
 AM6915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6915+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AM6915
 AM6915  HISTORY     - Date     Condition        Report By
 AM6915  HISTORY     - 1999     MONUMENTED       NJGS
 AM6915  HISTORY     - 20060421 GOOD             GEOCAC
 AM6915
 AM6915                          STATION DESCRIPTION
 AM6915
 AM6915'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (RJK)
 AM6915'THE STATION IS LOCATED IN THE BOROUGH OF BARNEGAT LIGHT ON THE WEST
 AM6915'SIDE OF BAYVIEW AVENUE.  TO REACH THE STATION FROM THE INTERSECTION OF
 AM6915'STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM,
 AM6915'GO NORTHEAST ON LONG BEACH BOULEVARD, ALSO KNOWN AS CENTRAL AVENUE IN
 AM6915'THE BOROUGH OF BARNEGAT LIGHT, FOR 7.65 MI (12.31 KM) TO THE
 AM6915'INTERSECTION WITH 20TH STREET.  TURN LEFT AND GO NORTHWEST ON 20TH
 AM6915'STREET FOR 0.1 MI (0.2 KM) TO THE INTERSECTION WITH BAYVIEW AVENUE.
 AM6915'TURN RIGHT AND GO NORTHEAST ON BAYVIEW AVENUE FOR ABOUT 0.15 MI (0.24
 AM6915'KM) TO THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE EAST
 AM6915'SIDE OF THE CONCRETE BASE FOR A THREE LEGGED MAST FOR FLAGS AT THE
 AM6915'EAST SIDE OF THE PARKING LOT FOR THE BARNEGAT LIGHT YACHT BASIN.  THE
 AM6915'YACHT BASIN IS SITUATED BETWEEN 17TH AND 18TH STREET. THE STATION IS
 AM6915'17.0 M (55.8 FT) WEST FROM THE CETNERLINE OF BAYVIEW AVENUE, 50.0 M
 AM6915'(164.0 FT) SOUTH FROM THE CENTERLINE OF 17TH STREET AND 47.0 M (154.2
 AM6915'FT) NORTH FROM THE CENTERLINE OF 18TH STREET.
 AM6915
 AM6915                          STATION RECOVERY (2006)
 AM6915
 AM6915'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AM6915'HANDHELD COORDINATES ARE N39-45-02.76 W074-06-45.84.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6306 ***********************************************************************
 KV6306  DESIGNATION -  15 T 1
 KV6306  PID         -  KV6306
 KV6306  STATE/COUNTY-  NJ/OCEAN
 KV6306  USGS QUAD   -  ADELPHIA (1981)
 KV6306
 KV6306                         *CURRENT SURVEY CONTROL
 KV6306  ___________________________________________________________________
 KV6306* NAD 83(1986)-  40 09 17.     (N)    074 20 24.     (W)     SCALED    
 KV6306* NAVD 88     -        40.355  (meters)     132.40   (feet)  ADJUSTED  
 KV6306  ___________________________________________________________________
 KV6306  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KV6306  DYNAMIC HT  -          40.338 (meters)     132.34  (feet)  COMP
 KV6306  MODELED GRAV-     980,203.2   (mgal)                       NAVD 88
 KV6306
 KV6306  VERT ORDER  -  FIRST     CLASS II
 KV6306
 KV6306.The horizontal coordinates were scaled from a topographic map and have
 KV6306.an estimated accuracy of +/- 6 seconds.
 KV6306
 KV6306.The orthometric height was determined by differential leveling
 KV6306.and adjusted by the National Geodetic Survey in June 1991..
 KV6306
 KV6306.The geoid height was determined by GEOID03.
 KV6306
 KV6306.The dynamic height is computed by dividing the NAVD 88
 KV6306.geopotential number by the normal gravity value computed on the
 KV6306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6306.degrees latitude (g = 980.6199 gals.).
 KV6306
 KV6306.The modeled gravity was interpolated from observed gravity values.
 KV6306
 KV6306;                    North         East    Units  Estimated Accuracy
 KV6306;SPC NJ       -   146,710.      163,630.      MT  (+/- 180 meters Scaled)
 KV6306
 KV6306                          SUPERSEDED SURVEY CONTROL
 KV6306
 KV6306  NGVD 29 (01/10/92)   40.682  (m)          133.47   (f) ADJUSTED    1 2
 KV6306
 KV6306.Superseded values are not recommended for survey control.
 KV6306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6306.See file dsdata.txt to determine how the superseded data were derived.
 KV6306
 KV6306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK562451(NAD 83)
 KV6306_MARKER: DD = SURVEY DISK
 KV6306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6306_SP_SET: CONCRETE POST
 KV6306_STAMPING: 15 T 1 1989
 KV6306_MARK LOGO: NJGS  
 KV6306_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6306+STABILITY: SURFACE MOTION
 KV6306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6306+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1989
 KV6306
 KV6306  HISTORY     - Date     Condition        Report By
 KV6306  HISTORY     - 1989     MONUMENTED       NJDT
 KV6306  HISTORY     - 19890622 GOOD             NJGS
 KV6306
 KV6306                          STATION DESCRIPTION
 KV6306
 KV6306'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6306'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6306'IN JACKSON TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6306'INTERSTATE ROUTE I195, EXIT 21, AT BRIDGE STRUCTURE 1517.158,
 KV6306'MILEPOST 21.04 AND COUNTY ROUTE 527, CEDAR SWAMP ROAD, GO EAST 0.5 KM
 KV6306'(0.3 MI) ON I195 TO THE MARK ON THE LEFT, 2.1 M (6.9 FT) SOUTH FROM
 KV6306'THE EDGE OF THE WESTBOUND I195 LANES, 12.9 M (42.3 FT) NORTH FROM THE
 KV6306'EDGE OF THE EASTBOUND I195 LANES, 60.0 M (196.8 FT) WEST FROM AN E
 KV6306'TYPE INLET IN THE MEDIAN, 182.7 M (599.4 FT) EAST FROM THE NORTHEAST
 KV6306'END POST OF A GUIDE RAIL IN THE NORTH SIDE OF THE MEDIAN, 231.9 M
 KV6306'(760.8 FT) EAST FROM THE SOUTHEAST POST OF A SIGN BRIDGE OVER
 KV6306'WESTBOUND I195 AND SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6784 ***********************************************************************
 KV6784  DESIGNATION -  15 T 2
 KV6784  PID         -  KV6784
 KV6784  STATE/COUNTY-  NJ/OCEAN
 KV6784  USGS QUAD   -  POINT PLEASANT (1989)
 KV6784
 KV6784                         *CURRENT SURVEY CONTROL
 KV6784  ___________________________________________________________________
 KV6784* NAD 83(1996)-  40 02 10.63414(N)    074 07 04.36511(W)     ADJUSTED  
 KV6784* NAVD 88     -         2.6    (meters)       9.     (feet)  GPS OBS   
 KV6784  ___________________________________________________________________
 KV6784  X           -   1,338,218.530 (meters)                     COMP
 KV6784  Y           -  -4,703,422.669 (meters)                     COMP
 KV6784  Z           -   4,081,051.676 (meters)                     COMP
 KV6784  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 KV6784  ELLIP HEIGHT-         -30.45  (meters)          (10/23/02) GPS OBS
 KV6784  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV6784
 KV6784  HORZ ORDER  -  FIRST
 KV6784  ELLP ORDER  -  FOURTH    CLASS I
 KV6784
 KV6784.The horizontal coordinates were established by GPS observations
 KV6784.and adjusted by the National Geodetic Survey in May 1999..
 KV6784
 KV6784.The orthometric height was determined by GPS observations and a
 KV6784.high-resolution geoid model.
 KV6784
 KV6784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6784
 KV6784.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6784
 KV6784.The ellipsoidal height was determined by GPS observations
 KV6784.and is referenced to NAD 83.
 KV6784
 KV6784.The geoid height was determined by GEOID03.
 KV6784
 KV6784;                    North         East     Units Scale Factor Converg.
 KV6784;SPC NJ       -   133,613.113   182,610.271   MT  0.99991309   +0 14 44.9
 KV6784;SPC NJ       -   438,362.35    599,113.86   sFT  0.99991309   +0 14 44.9
 KV6784;UTM  18      - 4,432,157.448   575,258.213   MT  0.99966972   +0 34 02.9
 KV6784
 KV6784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6784!SPC NJ       -   1.00000478  x   0.99991309  =   0.99991787
 KV6784!UTM  18      -   1.00000478  x   0.99966972  =   0.99967450
 KV6784
 KV6784                          SUPERSEDED SURVEY CONTROL
 KV6784
 KV6784  ELLIP H (05/14/99)  -30.47   (m)                       GP(       ) 4 1
 KV6784  NAD 83(1986)-  40 02 10.63401(N)    074 07 04.36916(W) AD(       ) 1
 KV6784
 KV6784.Superseded values are not recommended for survey control.
 KV6784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6784.See file dsdata.txt to determine how the superseded data were derived.
 KV6784
 KV6784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7525832157(NAD 83)
 KV6784_MARKER: DD = SURVEY DISK
 KV6784_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV6784_SP_SET: METAL PIPE IN CONCRETE
 KV6784_STAMPING: 15 T 2 1991
 KV6784_MARK LOGO: USFWS 
 KV6784_PROJECTION: FLUSH
 KV6784_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KV6784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6784+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KV6784_ROD/PIPE-DEPTH: 1    meters
 KV6784
 KV6784  HISTORY     - Date     Condition        Report By
 KV6784  HISTORY     - 1991     MONUMENTED       NJGS
 KV6784
 KV6784                          STATION DESCRIPTION
 KV6784
 KV6784'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6784'THE STATION IS LOCATED ON THE METEDECONK NECK IN BRICK TOWNSHIP.  TO
 KV6784'REACH THE STATION FROM THE JUNCTION OF HOOPER AVENUE, COUNTY ROAD 549
 KV6784'SPUR, AND DRUM POINT ROAD, GO EAST ON DRUM POINT ROAD FOR 0.85 MI
 KV6784'(1.37 KM) TO SKY MANOR BOULEVARD ON THE RIGHT.  TURN RIGHT ON SKY
 KV6784'MANOR BOULEVARD AND GO 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT.
 KV6784'THE STATION IS 22.8 M (74.8 FT) SOUTHWEST OF POLE NUMBER BT 4084 BK,
 KV6784'14.35 M (47.08 FT) NORTH FROM A TYPE B INLET AT THE INTERSECTION OF
 KV6784'SKY MANOR BOULEVARD AND NORTHROP ROAD, 18.65 M (61.19 FT) NORTHEAST
 KV6784'FROM THE CENTERLINE EXTENDED OF NORTHROP ROAD, 20.7 M (67.9 FT)
 KV6784'NORTHEAST FROM A FIRE HYDRANT AND 5.4 M (17.7 FT) NORTHWEST FROM THE
 KV6784'CENTERLINE OF SKY MANOR BOULEVARD.  THE STATION IS MARKED BY AN
 KV6784'ALUMINUM DISK STAMPED 15 T 2 1991 SET IN A 3 FOOT LONG ALUMINUM PIPE
 KV6784'SURROUNDED BY CONCRETE AND SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6914 ***********************************************************************
 AM6914  DESIGNATION -  15 T 3
 AM6914  PID         -  AM6914
 AM6914  STATE/COUNTY-  NJ/OCEAN
 AM6914  USGS QUAD   -  BARNEGAT LIGHT (1989)
 AM6914
 AM6914                         *CURRENT SURVEY CONTROL
 AM6914  ___________________________________________________________________
 AM6914* NAD 83(1986)-  39 45 52.     (N)    074 06 22.     (W)     SCALED    
 AM6914* NAVD 88     -         2.978  (meters)       9.77   (feet)  ADJUSTED  
 AM6914  ___________________________________________________________________
 AM6914  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 AM6914  DYNAMIC HT  -           2.976 (meters)       9.76  (feet)  COMP
 AM6914  MODELED GRAV-     980,161.8   (mgal)                       NAVD 88
 AM6914
 AM6914  VERT ORDER  -  FIRST     CLASS II
 AM6914
 AM6914.The horizontal coordinates were scaled from a topographic map and have
 AM6914.an estimated accuracy of +/- 6 seconds.
 AM6914
 AM6914.The orthometric height was determined by differential leveling
 AM6914.and adjusted by the National Geodetic Survey in March 2005..
 AM6914
 AM6914.The geoid height was determined by GEOID03.
 AM6914
 AM6914.The dynamic height is computed by dividing the NAVD 88
 AM6914.geopotential number by the normal gravity value computed on the
 AM6914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6914.degrees latitude (g = 980.6199 gals.).
 AM6914
 AM6914.The modeled gravity was interpolated from observed gravity values.
 AM6914
 AM6914;                    North         East    Units  Estimated Accuracy
 AM6914;SPC NJ       -   103,440.      183,750.      MT  (+/- 180 meters Scaled)
 AM6914
 AM6914                          SUPERSEDED SURVEY CONTROL
 AM6914
 AM6914.No superseded survey control is available for this station.
 AM6914
 AM6914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK765019(NAD 83)
 AM6914_MARKER: DB = BENCH MARK DISK
 AM6914_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM6914_SP_SET: LIGHTHOUSE FOUNDATION
 AM6914_STAMPING: 15 T 3 1999
 AM6914_MARK LOGO: CGS   
 AM6914_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6914_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6914+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1999
 AM6914
 AM6914  HISTORY     - Date     Condition        Report By
 AM6914  HISTORY     - 1999     MONUMENTED       CGS
 AM6914  HISTORY     - 19990930 GOOD             NJGS
 AM6914
 AM6914                          STATION DESCRIPTION
 AM6914
 AM6914'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (RJK)
 AM6914'THIS STATION WAS RECOVERED NEAR THE NORTH SIDE OF THE BARNEGAT
 AM6914'LIGHTHOUSE TOWER IN THE BOROUGH OF BARNEGAT LIGHT AT THE NORTH END OF
 AM6914'LONG BEACH ISLAND AND ON THE GROUNDS OF BARNEGAT LIGHT STATE PARK.
 AM6914'THIS STATION IS A STANDARD COAST AND GEODETIC SURVEY TIDE STATION DISK
 AM6914'SET AT THE SOUTHWEST CORNER OF AN ANCIENT FOUNDATION WALL FOR AN
 AM6914'UNKNOWN STRUCTURE.  THIS PART OF THE LIGHTHOUSE COMPLEX IS SURROUNDED
 AM6914'BY A GATED FENCE AND INACCESSIBLE TO THE GENERAL PUBLIC.  ACCESS TO
 AM6914'THIS STATION MUST BE OBTAINED FROM THE PARK RANGER.  THE STAMPING IS
 AM6914'NOT LEGIBLE AS THE DISK IS SEVERLY PITTED. NOTE--THE DISK WAS STAMPED,
 AM6914'15 T 3 1999, AT THIS TIME.  THE STATION IS 0.5 M (1.6 FT) NORTH FROM
 AM6914'THE NORTH EDGE OF THE LIGHTHOUSE TOWER COPING, 8.5 M (27.9 FT) WEST
 AM6914'FROM THE NORTHWEST CORNER OF A BRICK ENTRANCE TO THE LIGHTHOUSE, 13.9
 AM6914'M (45.6 FT) EAST FROM THE CENTERLINE OF A GATE LEADING TO THE
 AM6914'LIGHTHOUSE COMPOUND AND 5.2 M (17.1 FT) SOUTH FROM A 6 FT (1.8 M) HIGH
 AM6914'FENCE SURROUNDING THE NORTHSIDE OF THE LIGHTHOUSE TOWER.  THE STATION
 AM6914'IS ABOUT 0.1 M (0.3 FT) BELOW THE BOTTOM OF THE LIGHTHOUSE TOWER
 AM6914'COPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6307 ***********************************************************************
 KV6307  DESIGNATION -  15 U 1
 KV6307  PID         -  KV6307
 KV6307  STATE/COUNTY-  NJ/OCEAN
 KV6307  USGS QUAD   -  ADELPHIA (1981)
 KV6307
 KV6307                         *CURRENT SURVEY CONTROL
 KV6307  ___________________________________________________________________
 KV6307* NAD 83(1996)-  40 09 16.56141(N)    074 21 10.30366(W)     ADJUSTED  
 KV6307* NAVD 88     -        42.305  (meters)     138.80   (feet)  ADJUSTED  
 KV6307  ___________________________________________________________________
 KV6307  X           -   1,316,643.797 (meters)                     COMP
 KV6307  Y           -  -4,700,753.625 (meters)                     COMP
 KV6307  Z           -   4,091,127.140 (meters)                     COMP
 KV6307  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 KV6307  ELLIP HEIGHT-           9.89  (meters)          (04/17/03) GPS OBS
 KV6307  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV6307  DYNAMIC HT  -          42.287 (meters)     138.74  (feet)  COMP
 KV6307  MODELED GRAV-     980,203.9   (mgal)                       NAVD 88
 KV6307
 KV6307  HORZ ORDER  -  FIRST
 KV6307  VERT ORDER  -  FIRST     CLASS II
 KV6307  ELLP ORDER  -  THIRD     CLASS I
 KV6307
 KV6307.The horizontal coordinates were established by GPS observations
 KV6307.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 KV6307
 KV6307.The orthometric height was determined by differential leveling
 KV6307.and adjusted by the National Geodetic Survey in June 1991..
 KV6307
 KV6307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6307
 KV6307.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6307
 KV6307.The ellipsoidal height was determined by GPS observations
 KV6307.and is referenced to NAD 83.
 KV6307
 KV6307.The geoid height was determined by GEOID03.
 KV6307
 KV6307.The dynamic height is computed by dividing the NAVD 88
 KV6307.geopotential number by the normal gravity value computed on the
 KV6307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6307.degrees latitude (g = 980.6199 gals.).
 KV6307
 KV6307.The modeled gravity was interpolated from observed gravity values.
 KV6307
 KV6307;                    North         East     Units Scale Factor Converg.
 KV6307;SPC NJ       -   146,689.298   162,535.037   MT  0.99990193   +0 05 41.6
 KV6307;SPC NJ       -   481,263.14    533,250.37   sFT  0.99990193   +0 05 41.6
 KV6307;UTM  18      - 4,445,117.296   555,114.916   MT  0.99963739   +0 25 02.3
 KV6307
 KV6307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6307!SPC NJ       -   0.99999845  x   0.99990193  =   0.99990038
 KV6307!UTM  18      -   0.99999845  x   0.99963739  =   0.99963584
 KV6307
 KV6307                          SUPERSEDED SURVEY CONTROL
 KV6307
 KV6307  NAVD 88 (04/17/03)   42.30   (m)          138.8    (f) LEVELING    3  
 KV6307  NGVD 29 (01/10/92)   42.632  (m)          139.87   (f) ADJUSTED    1 2
 KV6307
 KV6307.Superseded values are not recommended for survey control.
 KV6307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6307.See file dsdata.txt to determine how the superseded data were derived.
 KV6307
 KV6307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5511545117(NAD 83)
 KV6307_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV6307_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6307_SP_SET: PREFAB CONC. POST IN EARTH
 KV6307_STAMPING: 15 U 1
 KV6307_MARK LOGO: NJGS  
 KV6307_PROJECTION: FLUSH
 KV6307_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6307+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2006
 KV6307
 KV6307  HISTORY     - Date     Condition        Report By
 KV6307  HISTORY     - 1989     MONUMENTED       NJDT
 KV6307  HISTORY     - 19890623 GOOD             NJGS
 KV6307  HISTORY     - 20020202 GOOD             NJGS
 KV6307  HISTORY     - 20040405 GOOD             ECOAST
 KV6307  HISTORY     - 20060224 GOOD             AASCO
 KV6307
 KV6307                          STATION DESCRIPTION
 KV6307
 KV6307'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6307'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6307'IN JACKSON TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6307'INTERSTATE ROUTE I195, EXIT 21, AT BRIDGE STRUCTURE 1517.158,
 KV6307'MILEPOST 21.04 AND COUNTY ROUTE 527, CEDAR SWAMP ROAD, GO WEST 0.56
 KV6307'KM (0.35 MI) ON I195 TO THE MARK ON THE LEFT, 7.6 M (24.9 FT) SOUTH
 KV6307'FROM THE EDGE OF THE WESTBOUND I195 LANES, 7.6 M (24.9 FT) NORTH FROM
 KV6307'THE EDGE OF THE EASTBOUND I195 LANES, 120.0 M (393.7 FT) WEST FROM
 KV6307'AND NORMAL TO A SILOAM JACKSON ROUTES 527, 526 SIGN ON THE SOUTH SIDE
 KV6307'OF THE EASTBOUND I195 LANES, 106.5 M (349.4 FT) EAST FROM AN E TYPE
 KV6307'INLET IN THE MEDIAN AND SET FLUSH WITH THE GROUND.  THE STATION IS A
 KV6307'.02 M (0.07 FT) DIAMETER BRASS PLUG.
 KV6307
 KV6307                          STATION RECOVERY (2002)
 KV6307
 KV6307'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6307'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  THE STATION IS
 KV6307'LOCATED 7.2 M WEST
 KV6307'ALONG THE MEDIAN FROM MILE POST 20.7 AND IS 0.5 NORTH FROM A METAL
 KV6307'WITNESS POST.
 KV6307' 
 KV6307'
 KV6307
 KV6307                          STATION RECOVERY (2004)
 KV6307
 KV6307'RECOVERY NOTE BY EAST COAST ENGINEERING 2004 (JFP)
 KV6307'RECOVERED IN GOOD CONDITION.
 KV6307
 KV6307                          STATION RECOVERY (2006)
 KV6307
 KV6307'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV6307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6785 ***********************************************************************
 KV6785  DESIGNATION -  15 U 2
 KV6785  PID         -  KV6785
 KV6785  STATE/COUNTY-  NJ/OCEAN
 KV6785  USGS QUAD   -  LAKEWOOD (1989)
 KV6785
 KV6785                         *CURRENT SURVEY CONTROL
 KV6785  ___________________________________________________________________
 KV6785* NAD 83(1996)-  40 02 10.35206(N)    074 08 04.69123(W)     ADJUSTED  
 KV6785* NAVD 88     -         1.4    (meters)       5.     (feet)  GPS OBS   
 KV6785  ___________________________________________________________________
 KV6785  X           -   1,336,844.143 (meters)                     COMP
 KV6785  Y           -  -4,703,818.348 (meters)                     COMP
 KV6785  Z           -   4,081,044.237 (meters)                     COMP
 KV6785  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 KV6785  ELLIP HEIGHT-         -31.66  (meters)          (10/23/02) GPS OBS
 KV6785  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV6785
 KV6785  HORZ ORDER  -  FIRST
 KV6785  ELLP ORDER  -  FOURTH    CLASS I
 KV6785
 KV6785.The horizontal coordinates were established by GPS observations
 KV6785.and adjusted by the National Geodetic Survey in May 1999..
 KV6785
 KV6785.The orthometric height was determined by GPS observations and a
 KV6785.high-resolution geoid model.
 KV6785
 KV6785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6785
 KV6785.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6785
 KV6785.The ellipsoidal height was determined by GPS observations
 KV6785.and is referenced to NAD 83.
 KV6785
 KV6785.The geoid height was determined by GEOID03.
 KV6785
 KV6785;                    North         East     Units Scale Factor Converg.
 KV6785;SPC NJ       -   133,598.412   181,180.235   MT  0.99991196   +0 14 06.1
 KV6785;SPC NJ       -   438,314.12    594,422.15   sFT  0.99991196   +0 14 06.1
 KV6785;UTM  18      - 4,432,134.726   573,828.632   MT  0.99966710   +0 33 24.1
 KV6785
 KV6785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6785!SPC NJ       -   1.00000497  x   0.99991196  =   0.99991693
 KV6785!UTM  18      -   1.00000497  x   0.99966710  =   0.99967207
 KV6785
 KV6785:                Primary Azimuth Mark                     Grid Az
 KV6785:SPC NJ       -  15 V 2                                   228 33 10.1
 KV6785:UTM  18      -  15 V 2                                   228 13 52.1
 KV6785
 KV6785|---------------------------------------------------------------------|
 KV6785| PID    Reference Object                     Distance      Geod. Az  |
 KV6785|                                                           dddmmss.s |
 KV6785| KV6786 15 V 2                              485.776 METERS 2284716.2 |
 KV6785|---------------------------------------------------------------------|
 KV6785
 KV6785                          SUPERSEDED SURVEY CONTROL
 KV6785
 KV6785  ELLIP H (05/14/99)  -31.68   (m)                       GP(       ) 4 1
 KV6785  NAD 83(1986)-  40 02 10.35199(N)    074 08 04.69531(W) AD(       ) 1
 KV6785
 KV6785.Superseded values are not recommended for survey control.
 KV6785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6785.See file dsdata.txt to determine how the superseded data were derived.
 KV6785
 KV6785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7382932135(NAD 83)
 KV6785_MARKER: DD = SURVEY DISK
 KV6785_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV6785_SP_SET: METAL PIPE IN CONCRETE
 KV6785_STAMPING: 15 U 2 1991
 KV6785_MARK LOGO: USFWS 
 KV6785_PROJECTION: FLUSH
 KV6785_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KV6785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6785+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KV6785_ROD/PIPE-DEPTH: 1    meters
 KV6785
 KV6785  HISTORY     - Date     Condition        Report By
 KV6785  HISTORY     - 1991     MONUMENTED       NJGS
 KV6785
 KV6785                          STATION DESCRIPTION
 KV6785
 KV6785'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6785'THE STATION IS LOCATED ON THE METEDECONK NECK IN BRICK TOWNSHIP.  TO
 KV6785'REACH THE STATION FROM THE JUNCTION OF HOOPER AVENUE, COUNTY ROAD 549
 KV6785'SPUR, AND DRUM POINT ROAD, GO SOUTH ON HOOPER AVENUE FOR 0.7 MI
 KV6785'(1.1 KM) TO PLEASANT DRIVE ON THE LEFT.  TURN LEFT ON PLEASANT DRIVE
 KV6785'AND GO 0.1 M (0.3 FT) TO THE STATION ON THE RIGHT.  THE STATION IS
 KV6785'11.2 M (36.7 FT) SOUTH SOUTHEAST FROM THE EAST CORNER OF THE BOAT
 KV6785'SLIP FOR SAILOR QUAY, 21.5 M (70.5 FT) SOUTH FROM POLE NUMBER JC
 KV6785'4228 BK, 22.5 M (73.8 FT) WEST FROM A FIRE HYDRANT ON THE NORTH SIDE
 KV6785'OF PLEASANT DRIVE, 5.1 M (16.7 FT) SOUTHWEST FROM THE CENTERLINE OF
 KV6785'PLEASANT DRIVE AND 31.45 M (103.18 FT) SOUTHEAST FROM A TYPE B INLET
 KV6785'ON THE SOUTH SIDE OF PLEASANT DRIVE.  THE STATION IS MARKED BY AN
 KV6785'ALUMINUM DISK STAMPED 15 U 2 1991 SET IN A 3 FOOT LONG ALUMINUM PIPE
 KV6785'SURROUNDED BY CONCRETE AND SET FLUSH WITH THE GROUND, BETWEEN THE
 KV6785'CURB AND THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6918 ***********************************************************************
 AM6918  DESIGNATION -  15 U 3
 AM6918  PID         -  AM6918
 AM6918  STATE/COUNTY-  NJ/OCEAN
 AM6918  USGS QUAD   -  LONG BEACH NE (1977)
 AM6918
 AM6918                         *CURRENT SURVEY CONTROL
 AM6918  ___________________________________________________________________
 AM6918* NAD 83(1986)-  39 43 48.     (N)    074 07 23.     (W)     SCALED    
 AM6918* NAVD 88     -         1.884  (meters)       6.18   (feet)  ADJUSTED  
 AM6918  ___________________________________________________________________
 AM6918  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 AM6918  DYNAMIC HT  -           1.883 (meters)       6.18  (feet)  COMP
 AM6918  MODELED GRAV-     980,159.7   (mgal)                       NAVD 88
 AM6918
 AM6918  VERT ORDER  -  FIRST     CLASS II
 AM6918
 AM6918.The horizontal coordinates were scaled from a topographic map and have
 AM6918.an estimated accuracy of +/- 6 seconds.
 AM6918
 AM6918.The orthometric height was determined by differential leveling
 AM6918.and adjusted by the National Geodetic Survey in March 2005..
 AM6918
 AM6918.The geoid height was determined by GEOID03.
 AM6918
 AM6918.The dynamic height is computed by dividing the NAVD 88
 AM6918.geopotential number by the normal gravity value computed on the
 AM6918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6918.degrees latitude (g = 980.6199 gals.).
 AM6918
 AM6918.The modeled gravity was interpolated from observed gravity values.
 AM6918
 AM6918;                    North         East    Units  Estimated Accuracy
 AM6918;SPC NJ       -    99,610.      182,310.      MT  (+/- 180 meters Scaled)
 AM6918
 AM6918                          SUPERSEDED SURVEY CONTROL
 AM6918
 AM6918.No superseded survey control is available for this station.
 AM6918
 AM6918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ751981(NAD 83)
 AM6918_MARKER: DD = SURVEY DISK
 AM6918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM6918_STAMPING: 15 U 3 2000
 AM6918_MARK LOGO: NJGS  
 AM6918_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM6918+STABILITY: SURFACE MOTION
 AM6918_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6918+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AM6918
 AM6918  HISTORY     - Date     Condition        Report By
 AM6918  HISTORY     - 2000     MONUMENTED       NJGS
 AM6918  HISTORY     - 20060421 GOOD             GEOCAC
 AM6918
 AM6918                          STATION DESCRIPTION
 AM6918
 AM6918'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6918'THE STATION IS LOCATED IN LONG BEACH TOWNSHIP ON THE NORTHWEST SIDE OF
 AM6918'LONG BEACH BOULEVARD IN THE COMMUNITY OF LOVELADIES.  TO REACH THE
 AM6918'STATION FROM THE INTERSECTION OF STATE ROUTE 72 AND LONG BEACH
 AM6918'BOULEVARD IN THE BOROUGH OF SHIP BOTTOM, GO NORTHEAST ON LONG BEACH
 AM6918'BOULEVARD FOR 6.3 MI (10.1 KM) TO THE STATION ON THE LEFT, SET FLUSH
 AM6918'IN A GRASS AREA IN FROM OF THE LONG BEACH ISLAND FOUNDATION OF THE
 AM6918'ARTS AND SCIENCES.  THE STATION IS 1.1 M (3.6 FT) NORTHWEST FROM THE
 AM6918'NORTHWEST EDGE OF PAVEMENT OF LONG BEACH BOULEVARD, 29.0 M (95.1 FT)
 AM6918'NORTHEAST FROM THE CENTERLINE EXTENDED OF COAST AVENUE, 16.5 M (54.1
 AM6918'FT) NORTH NORTHEAST FROM UTILITY POLE NUMBER P34226 BT 63 LB, 16.2 M
 AM6918'(53.1 FT) SOUTHWEST FROM UTILITY POLE NUMBER BT 64 AND 23.5 M (77.1
 AM6918'FT) SOUTH FROM A FIRE HYDRANT IN THE PARKING LOT OF THE LONG BEACH
 AM6918'ISLAND FOUNDATION OF THE ARTS AND SCIENCES.  THE STATION IS SET FLUSH
 AM6918'WITH THE GROUND.
 AM6918
 AM6918                          STATION RECOVERY (2006)
 AM6918
 AM6918'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AM6918'HANDHELD COORDINATES ARE N39-43-48.42 W074-07-22.68.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF5265 ***********************************************************************
 DF5265  DESIGNATION -  15 U 3
 DF5265  PID         -  DF5265
 DF5265  STATE/COUNTY-  NJ/OCEAN
 DF5265  USGS QUAD   -  CASSVILLE (1971)
 DF5265
 DF5265                         *CURRENT SURVEY CONTROL
 DF5265  ___________________________________________________________________
 DF5265* NAD 83(1996)-  40 04 24.16721(N)    074 27 05.58552(W)     ADJUSTED  
 DF5265* NAVD 88     -        40.5    (meters)     133.     (feet)  GPS OBS   
 DF5265  ___________________________________________________________________
 DF5265  X           -   1,310,102.214 (meters)                     COMP
 DF5265  Y           -  -4,708,611.221 (meters)                     COMP
 DF5265  Z           -   4,084,228.943 (meters)                     COMP
 DF5265  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 DF5265  ELLIP HEIGHT-           8.06  (meters)          (04/17/03) GPS OBS
 DF5265  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 DF5265
 DF5265  HORZ ORDER  -  FIRST
 DF5265  ELLP ORDER  -  THIRD     CLASS I
 DF5265
 DF5265.The horizontal coordinates were established by GPS observations
 DF5265.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DF5265
 DF5265.The orthometric height was determined by GPS observations and a
 DF5265.high-resolution geoid model.
 DF5265
 DF5265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5265
 DF5265.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5265
 DF5265.The ellipsoidal height was determined by GPS observations
 DF5265.and is referenced to NAD 83.
 DF5265
 DF5265.The geoid height was determined by GEOID03.
 DF5265
 DF5265;                    North         East     Units Scale Factor Converg.
 DF5265;SPC NJ       -   137,662.467   154,132.356   MT  0.99990021   +0 01 52.3
 DF5265;SPC NJ       -   451,647.61    505,682.57   sFT  0.99990021   +0 01 52.3
 DF5265;UTM  18      - 4,436,045.802   546,765.370   MT  0.99962692   +0 21 11.1
 DF5265
 DF5265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5265!SPC NJ       -   0.99999874  x   0.99990021  =   0.99989895
 DF5265!UTM  18      -   0.99999874  x   0.99962692  =   0.99962566
 DF5265
 DF5265                          SUPERSEDED SURVEY CONTROL
 DF5265
 DF5265.No superseded survey control is available for this station.
 DF5265
 DF5265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4676536046(NAD 83)
 DF5265_MARKER: DD = SURVEY DISK
 DF5265_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF5265_SP_SET: CULVERT HEADWALL
 DF5265_STAMPING: 15 U 3 2000
 DF5265_MARK LOGO: NJGS  
 DF5265_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5265+STABILITY: SURFACE MOTION
 DF5265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5265+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2005
 DF5265
 DF5265  HISTORY     - Date     Condition        Report By
 DF5265  HISTORY     - 2000     MONUMENTED       NJGS
 DF5265  HISTORY     - 20020202 GOOD             NJGS
 DF5265  HISTORY     - 20030615 GOOD             INDIV
 DF5265  HISTORY     - 20050304 GOOD             INDIV
 DF5265
 DF5265                          STATION DESCRIPTION
 DF5265
 DF5265'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DF5265'THE STATION IS LOCATED IN PLUMSTEAD TOWNSHIP ON THE SOUTHWEST SIDE OF
 DF5265'PROSPERTOWN
 DF5265'COLLIERS MILLS ROAD, ALSO KNOWN AS HAWKIN ROAD AND COUNTY ROAD 640.
 DF5265'TO REACH THE
 DF5265'STATION FROM THE INTERSECTION OF WEST VETERANS HIGHWAY, COUNTY ROAD
 DF5265'528 AND COUNTY
 DF5265'ROAD 640 IN ARCHERS CORNER AT A BLINKING TRAFFIC LIGHT, GO SOUTH ON
 DF5265'COUNTY ROAD 640 FOR
 DF5265'1.O5 MI TO THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE AT THE
 DF5265'SOUTHWEST CORNER OF
 DF5265'THE CONCRETE HEADWALL OF A CULVERT CROSSING BORDENS BRANCH.  THE
 DF5265'STATION IS ALSO
 DF5265'SOUTH FROM AN OVERHEAD ELECTRIC TRANSMISSION LINE CROSSING,  SOUTHEAST
 DF5265'FROM A SINGLE
 DF5265'STORY FRAME DWELLING ON THE WEST SIDE OF COUNTY ROAD 640, AND ACROSS
 DF5265'THE ROAD FROM
 DF5265'THE STATE OF NEW JERSEY COLLIERS MILLS WILDLIFE MANAGEMENT AREA
 DF5265'REFUGE.
 DF5265' 
 DF5265'THE STATION IS 4.5 M WEST FROM THE CENTERLINE OF COUNTY ROAD 640, 20.6
 DF5265'M NORTHWEST AND
 DF5265'ACROSS THE ROAD FROM WOOD UTILITY POLE JC5168JK 759 25, 5.5 M NORTH
 DF5265'FROM THE SOUTH END
 DF5265'OF A STEEL BEAM GUIDE RAIL, AND 18.0 M SOUTH FROM THE CENTERLINE OF A
 DF5265'STONE DRIVEWAY
 DF5265'LEADING TO THE ONE STORY FRAME DWELLING.
 DF5265'
 DF5265
 DF5265                          STATION RECOVERY (2003)
 DF5265
 DF5265'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (GJT)
 DF5265'RECOVERED IN GOOD CONDITION.
 DF5265
 DF5265                          STATION RECOVERY (2005)
 DF5265
 DF5265'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 DF5265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6308 ***********************************************************************
 KV6308  DESIGNATION -  15 V 1
 KV6308  PID         -  KV6308
 KV6308  STATE/COUNTY-  NJ/OCEAN
 KV6308  USGS QUAD   -  ADELPHIA (1981)
 KV6308
 KV6308                         *CURRENT SURVEY CONTROL
 KV6308  ___________________________________________________________________
 KV6308* NAD 83(1996)-  40 09 15.98508(N)    074 21 49.60283(W)     ADJUSTED  
 KV6308* NAVD 88     -        41.057  (meters)     134.70   (feet)  ADJUSTED  
 KV6308  ___________________________________________________________________
 KV6308  X           -   1,315,750.984 (meters)                     COMP
 KV6308  Y           -  -4,701,014.523 (meters)                     COMP
 KV6308  Z           -   4,091,112.754 (meters)                     COMP
 KV6308  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 KV6308  ELLIP HEIGHT-           8.65  (meters)          (04/17/03) GPS OBS
 KV6308  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV6308  DYNAMIC HT  -          41.040 (meters)     134.65  (feet)  COMP
 KV6308  MODELED GRAV-     980,204.6   (mgal)                       NAVD 88
 KV6308
 KV6308  HORZ ORDER  -  FIRST
 KV6308  VERT ORDER  -  FIRST     CLASS II
 KV6308  ELLP ORDER  -  THIRD     CLASS I
 KV6308
 KV6308.The horizontal coordinates were established by GPS observations
 KV6308.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 KV6308
 KV6308.The orthometric height was determined by differential leveling
 KV6308.and adjusted by the National Geodetic Survey in June 1991..
 KV6308
 KV6308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6308
 KV6308.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6308
 KV6308.The ellipsoidal height was determined by GPS observations
 KV6308.and is referenced to NAD 83.
 KV6308
 KV6308.The geoid height was determined by GEOID03.
 KV6308
 KV6308.The dynamic height is computed by dividing the NAVD 88
 KV6308.geopotential number by the normal gravity value computed on the
 KV6308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6308.degrees latitude (g = 980.6199 gals.).
 KV6308
 KV6308.The modeled gravity was interpolated from observed gravity values.
 KV6308
 KV6308;                    North         East     Units Scale Factor Converg.
 KV6308;SPC NJ       -   146,670.041   161,605.066   MT  0.99990166   +0 05 16.2
 KV6308;SPC NJ       -   481,199.96    530,199.29   sFT  0.99990166   +0 05 16.2
 KV6308;UTM  18      - 4,445,092.812   554,185.314   MT  0.99963614   +0 24 37.0
 KV6308
 KV6308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6308!SPC NJ       -   0.99999864  x   0.99990166  =   0.99990030
 KV6308!UTM  18      -   0.99999864  x   0.99963614  =   0.99963478
 KV6308
 KV6308                          SUPERSEDED SURVEY CONTROL
 KV6308
 KV6308  NAVD 88 (04/17/03)   41.06   (m)          134.7    (f) LEVELING    3  
 KV6308  NGVD 29 (01/10/92)   41.384  (m)          135.77   (f) ADJUSTED    1 2
 KV6308
 KV6308.Superseded values are not recommended for survey control.
 KV6308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6308.See file dsdata.txt to determine how the superseded data were derived.
 KV6308
 KV6308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5418545093(NAD 83)
 KV6308_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV6308_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6308_SP_SET: PREFAB CONC. POST IN EARTH
 KV6308_STAMPING: 15 V 1
 KV6308_MARK LOGO: NJGS  
 KV6308_PROJECTION: RECESSED 2 CENTIMETERS
 KV6308_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6308+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6308
 KV6308  HISTORY     - Date     Condition        Report By
 KV6308  HISTORY     - 1989     MONUMENTED       NJDT
 KV6308  HISTORY     - 19890623 GOOD             NJGS
 KV6308  HISTORY     - 20020202 GOOD             NJGS
 KV6308
 KV6308                          STATION DESCRIPTION
 KV6308
 KV6308'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6308'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6308'IN JACKSON TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6308'INTERSTATE ROUTE I195, EXIT 21, AT BRIDGE STRUCTURE 1517.158,
 KV6308'MILEPOST 21.04, AND COUNTY ROUTE 527, CEDAR SWAMP ROAD, GO WEST 1.52
 KV6308'KM (0.94 MI) ON I195 TO THE MARK ON THE LEFT, 7.6 M (24.9 FT) SOUTH
 KV6308'FROM THE EDGE OF THE WESTBOUND I195 LANES, 7.4 M (24.3 FT) NORTH FROM
 KV6308'THE EDGE OF THE EASTBOUND I195 LANES, 9.3 M (30.5 FT) EAST NORTHEAST
 KV6308'FROM THE NORTH LEG OF A KEEP RIGHT EXCEPT TO PASS SIGN IN THE MEDIAN,
 KV6308'82.8 M (271.7 FT) EAST FROM AN E TYPE INLET IN THE MEDIAN, 107.6 M
 KV6308'(353.0 FT) WEST ALONG THE MEDIAN FROM AND NORMAL TO THE WEST END OF A
 KV6308'GUIDE RAIL ON THE SOUTH SIDE OF THE EASTBOUND I195 LANES, THE STATION
 KV6308'IS A .02 M (0.07 FT) DIAMETER BRASS PLUG SET 0.15 M (0.49 FT) BELOW
 KV6308'THE GROUND.
 KV6308
 KV6308                          STATION RECOVERY (2002)
 KV6308
 KV6308'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6308'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 KV6308'LOCATED 12.1 M
 KV6308'EAST ALONG THE MEDIAN FROM MILE POST 20.1 ON THE EAST BOUND LANES AND
 KV6308'IS 0.50 M NORTH
 KV6308'FROM A METAL WITNESS POST.
 KV6308' 
 KV6308'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6786 ***********************************************************************
 KV6786  DESIGNATION -  15 V 2
 KV6786  PID         -  KV6786
 KV6786  STATE/COUNTY-  NJ/OCEAN
 KV6786  USGS QUAD   -  LAKEWOOD (1989)
 KV6786
 KV6786                         *CURRENT SURVEY CONTROL
 KV6786  ___________________________________________________________________
 KV6786* NAD 83(1996)-  40 01 59.97497(N)    074 08 20.10468(W)     ADJUSTED  
 KV6786* NAVD 88     -         2.9    (meters)      10.     (feet)  GPS OBS   
 KV6786  ___________________________________________________________________
 KV6786  X           -   1,336,549.232 (meters)                     COMP
 KV6786  Y           -  -4,704,117.415 (meters)                     COMP
 KV6786  Z           -   4,080,800.178 (meters)                     COMP
 KV6786  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 KV6786  ELLIP HEIGHT-         -30.11  (meters)          (10/23/02) GPS OBS
 KV6786  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV6786
 KV6786  HORZ ORDER  -  FIRST
 KV6786  ELLP ORDER  -  FOURTH    CLASS I
 KV6786
 KV6786.The horizontal coordinates were established by GPS observations
 KV6786.and adjusted by the National Geodetic Survey in May 1999..
 KV6786
 KV6786.The orthometric height was determined by GPS observations and a
 KV6786.high-resolution geoid model.
 KV6786
 KV6786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6786
 KV6786.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6786
 KV6786.The ellipsoidal height was determined by GPS observations
 KV6786.and is referenced to NAD 83.
 KV6786
 KV6786.The geoid height was determined by GEOID03.
 KV6786
 KV6786;                    North         East     Units Scale Factor Converg.
 KV6786;SPC NJ       -   133,276.891   180,816.146   MT  0.99991169   +0 13 56.1
 KV6786;SPC NJ       -   437,259.27    593,227.64   sFT  0.99991169   +0 13 56.1
 KV6786;UTM  18      - 4,431,811.245   573,466.442   MT  0.99966644   +0 33 14.0
 KV6786
 KV6786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6786!SPC NJ       -   1.00000472  x   0.99991169  =   0.99991641
 KV6786!UTM  18      -   1.00000472  x   0.99966644  =   0.99967116
 KV6786
 KV6786:                Primary Azimuth Mark                     Grid Az
 KV6786:SPC NJ       -  15 U 2                                   048 33 10.2
 KV6786:UTM  18      -  15 U 2                                   048 13 52.3
 KV6786
 KV6786|---------------------------------------------------------------------|
 KV6786| PID    Reference Object                     Distance      Geod. Az  |
 KV6786|                                                           dddmmss.s |
 KV6786| KV6785 15 U 2                              485.776 METERS 0484706.3 |
 KV6786|---------------------------------------------------------------------|
 KV6786
 KV6786                          SUPERSEDED SURVEY CONTROL
 KV6786
 KV6786  ELLIP H (05/14/99)  -30.13   (m)                       GP(       ) 4 1
 KV6786  NAD 83(1986)-  40 01 59.97480(N)    074 08 20.10883(W) AD(       ) 1
 KV6786
 KV6786.Superseded values are not recommended for survey control.
 KV6786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6786.See file dsdata.txt to determine how the superseded data were derived.
 KV6786
 KV6786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7346631811(NAD 83)
 KV6786_MARKER: DD = SURVEY DISK
 KV6786_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV6786_SP_SET: METAL PIPE IN CONCRETE
 KV6786_STAMPING: 15 V 2 1991
 KV6786_MARK LOGO: USFWS 
 KV6786_PROJECTION: FLUSH
 KV6786_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KV6786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6786+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1993
 KV6786_ROD/PIPE-DEPTH: 1    meters
 KV6786
 KV6786  HISTORY     - Date     Condition        Report By
 KV6786  HISTORY     - 1991     MONUMENTED       NJGS
 KV6786  HISTORY     - 19930426 GOOD             MCCRON
 KV6786
 KV6786                          STATION DESCRIPTION
 KV6786
 KV6786'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6786'THE STATION IS LOCATED ON THE METEDECONK NECK IN BRICK TOWNSHIP.  TO
 KV6786'REACH THE STATION FROM THE JUNCTION OF HOOPER AVENUE, COUNTY ROAD 549
 KV6786'SPUR, AND DRUM POINT ROAD, GO SOUTH ON HOOPER AVENUE FOR 1.1 MI
 KV6786'(1.8 KM) TO TUNES BROOK DRIVE ON THE LEFT.  TURN LEFT ON TUNES BROOK
 KV6786'DRIVE AND GO 0.1 MI (0.2 KM) TO MANDARIN ROAD ON THE LEFT.  TURN LEFT
 KV6786'ON MANDARIN ROAD AND GO 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.
 KV6786'THE STATION IS 10.95 M (35.93 FT) WEST FROM POLE NUMBER BT 5383 BK,
 KV6786'5.1 M (16.7 FT) NORTHWEST FROM THE CENTERLINE OF MANDARIN ROAD, 0.95
 KV6786'M (3.12 FT) NORTHWEST FROM THE GUTTERLINE OF MANDARIN ROAD, 5.4 M
 KV6786'(17.7 FT) SOUTH SOUTHWEST FROM POLE NUMBER BT 5384 BK, 11.1 M
 KV6786'(36.4 FT) EAST FROM THE EAST CORNER OF THE GARAGE FOR HOUSE NUMBER 96
 KV6786'AND 30.1 M (98.8 FT) NORTH NORTHEAST FROM A FIRE HYDRANT AT THE
 KV6786'INTERSECTION OF TUNES BROOK DRIVE AND MANDARIN ROAD.  THE STATION IS
 KV6786'MARKED BY AN ALUMINUM DISK STAMPED 15 V 2 1991 SET IN A 3 FOOT LONG
 KV6786'ALUMINUM PIPE SURROUNDED BY CONCRETE AND SET FLUSH WITH THE GROUND.
 KV6786
 KV6786                          STATION RECOVERY (1993)
 KV6786
 KV6786'RECOVERY NOTE BY J R MCCRONE JR INCORPORATED 1993
 KV6786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF5268 ***********************************************************************
 DF5268  DESIGNATION -  15 V 3
 DF5268  PID         -  DF5268
 DF5268  STATE/COUNTY-  NJ/OCEAN
 DF5268  USGS QUAD   -  LAKEWOOD (1989)
 DF5268
 DF5268                         *CURRENT SURVEY CONTROL
 DF5268  ___________________________________________________________________
 DF5268* NAD 83(1996)-  40 06 35.94218(N)    074 13 08.16604(W)     ADJUSTED  
 DF5268* NAVD 88     -        16.6    (meters)      54.     (feet)  GPS OBS   
 DF5268  ___________________________________________________________________
 DF5268  X           -   1,328,491.074 (meters)                     COMP
 DF5268  Y           -  -4,700,716.861 (meters)                     COMP
 DF5268  Z           -   4,087,322.697 (meters)                     COMP
 DF5268  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 DF5268  ELLIP HEIGHT-         -16.11  (meters)          (04/17/03) GPS OBS
 DF5268  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 DF5268
 DF5268  HORZ ORDER  -  FIRST
 DF5268  ELLP ORDER  -  THIRD     CLASS I
 DF5268
 DF5268.The horizontal coordinates were established by GPS observations
 DF5268.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DF5268
 DF5268.The orthometric height was determined by GPS observations and a
 DF5268.high-resolution geoid model.
 DF5268
 DF5268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5268
 DF5268.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5268
 DF5268.The ellipsoidal height was determined by GPS observations
 DF5268.and is referenced to NAD 83.
 DF5268
 DF5268.The geoid height was determined by GEOID03.
 DF5268
 DF5268;                    North         East     Units Scale Factor Converg.
 DF5268;SPC NJ       -   141,763.192   173,960.292   MT  0.99990706   +0 10 51.9
 DF5268;SPC NJ       -   465,101.41    570,734.72   sFT  0.99990706   +0 10 51.9
 DF5268;UTM  18      - 4,440,256.792   566,564.738   MT  0.99965454   +0 30 11.6
 DF5268
 DF5268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5268!SPC NJ       -   1.00000253  x   0.99990706  =   0.99990959
 DF5268!UTM  18      -   1.00000253  x   0.99965454  =   0.99965707
 DF5268
 DF5268                          SUPERSEDED SURVEY CONTROL
 DF5268
 DF5268.No superseded survey control is available for this station.
 DF5268
 DF5268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6656540257(NAD 83)
 DF5268_MARKER: DD = SURVEY DISK
 DF5268_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF5268_SP_SET: BRIDGE ABUTMENT BACKWALL
 DF5268_STAMPING: 15 V 3 2000
 DF5268_MARK LOGO: NJGS  
 DF5268_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5268+STABILITY: SURFACE MOTION
 DF5268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5268+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DF5268
 DF5268  HISTORY     - Date     Condition        Report By
 DF5268  HISTORY     - 2000     MONUMENTED       NJGS
 DF5268  HISTORY     - 20020202 GOOD             NJGS
 DF5268
 DF5268                          STATION DESCRIPTION
 DF5268
 DF5268'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DF5268'THE STATION IS LOCATED IN LAKEWOOD TOWNSHIP ON THE SOUTHEAST SIDE OF
 DF5268'U.S. HIGHWAY 9.
 DF5268'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 9 AND COUNTY
 DF5268'LINE ROAD,
 DF5268'COUNTY ROUTE 526, GO NORTHEAST ON U.S. ROUTE 9 FOR 0.25 MI TO THE
 DF5268'BRIDGE CARRYING U.S.
 DF5268'ROUTE 9 OVER THE NORTH BRANCH OF THE METEDECONK RIVER, STRUCTURE
 DF5268'NUMBER 1504 152,
 DF5268'AND THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN THE TOP OF
 DF5268'THE SOUTHEAST
 DF5268'ABUTMENT BACKWALL.
 DF5268' 
 DF5268'THE STATION IS 0.95 M EAST SOUTHEAST FROM THE EAST CURB OF U.S.
 DF5268'HIGHWAY 9, 8.4 M SOUTH
 DF5268'SOUTHWEST FROM THE CENTERLINE OF THE BRIDGE, 4.3 M NORTH NORTHWEST
 DF5268'FROM THE NORTH
 DF5268'END OF THE SOUTHEAST PARAPET PYLON WITH DATE PANEL ATTACHED, AND 1.0 M
 DF5268'WEST
 DF5268'NORTHWEST FROM AND NORMAL TO THE WEST FACE OF THE EAST PARAPET WALL.
 DF5268'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6309 ***********************************************************************
 KV6309  DESIGNATION -  15 W 1
 KV6309  PID         -  KV6309
 KV6309  STATE/COUNTY-  NJ/OCEAN
 KV6309  USGS QUAD   -  ADELPHIA (1981)
 KV6309
 KV6309                         *CURRENT SURVEY CONTROL
 KV6309  ___________________________________________________________________
 KV6309* NAD 83(1986)-  40 09 18.     (N)    074 22 21.     (W)     SCALED    
 KV6309* NAVD 88     -        45.947  (meters)     150.74   (feet)  ADJUSTED  
 KV6309  ___________________________________________________________________
 KV6309  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV6309  DYNAMIC HT  -          45.927 (meters)     150.68  (feet)  COMP
 KV6309  MODELED GRAV-     980,205.3   (mgal)                       NAVD 88
 KV6309
 KV6309  VERT ORDER  -  FIRST     CLASS II
 KV6309
 KV6309.The horizontal coordinates were scaled from a topographic map and have
 KV6309.an estimated accuracy of +/- 6 seconds.
 KV6309
 KV6309.The orthometric height was determined by differential leveling
 KV6309.and adjusted by the National Geodetic Survey in June 1991..
 KV6309
 KV6309.The geoid height was determined by GEOID03.
 KV6309
 KV6309.The dynamic height is computed by dividing the NAVD 88
 KV6309.geopotential number by the normal gravity value computed on the
 KV6309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6309.degrees latitude (g = 980.6199 gals.).
 KV6309
 KV6309.The modeled gravity was interpolated from observed gravity values.
 KV6309
 KV6309;                    North         East    Units  Estimated Accuracy
 KV6309;SPC NJ       -   146,730.      160,860.      MT  (+/- 180 meters Scaled)
 KV6309
 KV6309                          SUPERSEDED SURVEY CONTROL
 KV6309
 KV6309  NGVD 29 (01/10/92)   46.274  (m)          151.82   (f) ADJUSTED    1 2
 KV6309
 KV6309.Superseded values are not recommended for survey control.
 KV6309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6309.See file dsdata.txt to determine how the superseded data were derived.
 KV6309
 KV6309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK534451(NAD 83)
 KV6309_MARKER: DD = SURVEY DISK
 KV6309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6309_SP_SET: CONCRETE POST
 KV6309_STAMPING: 15 W 1 1989
 KV6309_MARK LOGO: NJGS  
 KV6309_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV6309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6309+STABILITY: SURFACE MOTION
 KV6309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6309+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KV6309
 KV6309  HISTORY     - Date     Condition        Report By
 KV6309  HISTORY     - 1989     MONUMENTED       NJGS
 KV6309
 KV6309                          STATION DESCRIPTION
 KV6309
 KV6309'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6309'THE STATION IS ON THE SOUTH SIDE OF THE GRASS MEDIAN OF INTERSTATE
 KV6309'ROUTE I195, IN JACKSON TOWNSHIP.  TO REACH THE STATION FROM THE
 KV6309'JUNCTION OF INTERSTATE ROUTE I195, EXIT 21, AT BRIDGE STRUCTURE
 KV6309'1517.158, MILEPOST 21.04, AND COUNTY ROUTE 527, CEDAR SWAMP ROAD, GO
 KV6309'WEST 2.4 KM (1.5 MI) ON I195 TO THE MARK ON THE LEFT, 1.6 M (5.2 FT)
 KV6309'NORTH FROM THE EDGE OF THE EASTBOUND I195 LANES, 13.5 M (44.3 FT)
 KV6309'SOUTH FROM THE EDGE OF THE WESTBOUND I195 LANES 17.5 M (57.4 FT) WEST
 KV6309'FROM AN E TYPE INLET IN THE MEDIAN, 25.6 M (84.0 FT) NORTHWEST FROM
 KV6309'THE NORTHWEST CORNER OF A B TYPE INLET HEAD IN THE SOUTH EDGE OF
 KV6309'EASTBOUND I195 LANES, 62.2 M (204.1 FT) EAST FROM THE NORTHEAST
 KV6309'CORNER OF A B TYPE INLET HEAD IN THE SOUTH EDGE OF THE EASTBOUND
 KV6309'LANES, 30.4 M (99.7 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A B
 KV6309'TYPE INLET HEAD IN THE NORTH EDGE OF THE WESTBOUND LANES AND SET 0.1
 KV6309'M (0.3 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF5252 ***********************************************************************
 DF5252  DESIGNATION -  15 W 2
 DF5252  PID         -  DF5252
 DF5252  STATE/COUNTY-  NJ/OCEAN
 DF5252  USGS QUAD   -  ADELPHIA (1981)
 DF5252
 DF5252                         *CURRENT SURVEY CONTROL
 DF5252  ___________________________________________________________________
 DF5252* NAD 83(1996)-  40 10 08.61145(N)    074 20 59.40256(W)     ADJUSTED  
 DF5252* NAVD 88     -        38.8    (meters)     127.     (feet)  GPS OBS   
 DF5252  ___________________________________________________________________
 DF5252  X           -   1,316,612.196 (meters)                     COMP
 DF5252  Y           -  -4,699,684.443 (meters)                     COMP
 DF5252  Z           -   4,092,351.802 (meters)                     COMP
 DF5252  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 DF5252  ELLIP HEIGHT-           6.41  (meters)          (04/17/03) GPS OBS
 DF5252  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DF5252
 DF5252  HORZ ORDER  -  FIRST
 DF5252  ELLP ORDER  -  THIRD     CLASS I
 DF5252
 DF5252.The horizontal coordinates were established by GPS observations
 DF5252.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DF5252
 DF5252.The orthometric height was determined by GPS observations and a
 DF5252.high-resolution geoid model.
 DF5252
 DF5252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5252
 DF5252.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5252
 DF5252.The ellipsoidal height was determined by GPS observations
 DF5252.and is referenced to NAD 83.
 DF5252
 DF5252.The geoid height was determined by GEOID03.
 DF5252
 DF5252;                    North         East     Units Scale Factor Converg.
 DF5252;SPC NJ       -   148,294.992   162,790.294   MT  0.99990201   +0 05 48.7
 DF5252;SPC NJ       -   486,531.15    534,087.82   sFT  0.99990201   +0 05 48.7
 DF5252;UTM  18      - 4,446,723.977   555,361.066   MT  0.99963773   +0 25 09.8
 DF5252
 DF5252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5252!SPC NJ       -   0.99999899  x   0.99990201  =   0.99990100
 DF5252!UTM  18      -   0.99999899  x   0.99963773  =   0.99963672
 DF5252
 DF5252                          SUPERSEDED SURVEY CONTROL
 DF5252
 DF5252.No superseded survey control is available for this station.
 DF5252
 DF5252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5536146724(NAD 83)
 DF5252_MARKER: DD = SURVEY DISK
 DF5252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5252_STAMPING: 15 W 2 1991
 DF5252_MARK LOGO: NJGS  
 DF5252_PROJECTION: FLUSH
 DF5252_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5252+STABILITY: SURFACE MOTION
 DF5252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5252+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2005
 DF5252
 DF5252  HISTORY     - Date     Condition        Report By
 DF5252  HISTORY     - 1991     MONUMENTED       NJGS
 DF5252  HISTORY     - 20020202 GOOD             NJGS
 DF5252  HISTORY     - 20050623 GOOD             INDIV
 DF5252
 DF5252                          STATION DESCRIPTION
 DF5252
 DF5252'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DF5252'THE STATION IS LOCATED IN JACKSON TOWNSHIP, AT THE TEE JUNCTION OF
 DF5252'CEDAR SWAMP ROAD,
 DF5252'OCEAN COUNTY ROAD 527, AND DIAMOND ROAD, JUST SOUTH OF THE OCEAN
 DF5252'COUNTY LINE.  TO
 DF5252'REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 527 AND INTERSTATE
 DF5252'HIGHWAY 195 EXIT
 DF5252'21, GO 0.95 MI NORTH ON COUNTY ROAD 527 TO THE STATION ON THE LEFT,
 DF5252'SET IN A GRASS AREA IN
 DF5252'A TRIANGULAR TRAFFIC ISLAND AT THE JUNCTION.
 DF5252' 
 DF5252'THE STATION IS 8.8 M WEST FROM THE TANGENT CURBLINE EXTENDED ON THE
 DF5252'EAST SIDE OF THE
 DF5252'ISLAND, 16.2 M WEST FROM THE CENTERLINE OF COUNTY ROAD 527, 17.5 M
 DF5252'SOUTH SOUTHWEST
 DF5252'FROM THE CONCRETE NOSE AT THE NORTH POINT OF THE ISLAND, 3.8 M NORTH
 DF5252'FROM THE SOUTH
 DF5252'CURB OF THE ISLAND, 12.5 M NORTH FROM THE CENTERLINE OF DIAMOND ROAD,
 DF5252'30.8 M NORTH
 DF5252'NORTHWEST FROM WOOD UTILITY POLE NUMBER JC 2807, AND 24.9 M EAST FROM
 DF5252'THE CONCRETE
 DF5252'NOSE AT THE WEST POINT OF THE ISLAND.  THE STATION IS SET FLUSH WITH
 DF5252'THE GROUND.
 DF5252'
 DF5252'
 DF5252
 DF5252                          STATION RECOVERY (2005)
 DF5252
 DF5252'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SDC)
 DF5252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6310 ***********************************************************************
 KV6310  DESIGNATION -  15 X 1
 KV6310  PID         -  KV6310
 KV6310  STATE/COUNTY-  NJ/OCEAN
 KV6310  USGS QUAD   -  ROOSEVELT (1981)
 KV6310
 KV6310                         *CURRENT SURVEY CONTROL
 KV6310  ___________________________________________________________________
 KV6310* NAD 83(1986)-  40 09 24.     (N)    074 22 44.     (W)     SCALED    
 KV6310* NAVD 88     -        43.054  (meters)     141.25   (feet)  ADJUSTED  
 KV6310  ___________________________________________________________________
 KV6310  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV6310  DYNAMIC HT  -          43.036 (meters)     141.19  (feet)  COMP
 KV6310  MODELED GRAV-     980,205.9   (mgal)                       NAVD 88
 KV6310
 KV6310  VERT ORDER  -  FIRST     CLASS II
 KV6310
 KV6310.The horizontal coordinates were scaled from a topographic map and have
 KV6310.an estimated accuracy of +/- 6 seconds.
 KV6310
 KV6310.The orthometric height was determined by differential leveling
 KV6310.and adjusted by the National Geodetic Survey in June 1991..
 KV6310
 KV6310.The geoid height was determined by GEOID03.
 KV6310
 KV6310.The dynamic height is computed by dividing the NAVD 88
 KV6310.geopotential number by the normal gravity value computed on the
 KV6310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6310.degrees latitude (g = 980.6199 gals.).
 KV6310
 KV6310.The modeled gravity was interpolated from observed gravity values.
 KV6310
 KV6310;                    North         East    Units  Estimated Accuracy
 KV6310;SPC NJ       -   146,920.      160,320.      MT  (+/- 180 meters Scaled)
 KV6310
 KV6310                          SUPERSEDED SURVEY CONTROL
 KV6310
 KV6310  NGVD 29 (01/10/92)   43.381  (m)          142.33   (f) ADJUSTED    1 2
 KV6310
 KV6310.Superseded values are not recommended for survey control.
 KV6310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6310.See file dsdata.txt to determine how the superseded data were derived.
 KV6310
 KV6310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK528453(NAD 83)
 KV6310_MARKER: Z = SEE DESCRIPTION
 KV6310_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6310_SP_SET: PREFAB CONC. POST IN EARTH
 KV6310_STAMPING: 15 X 1
 KV6310_MARK LOGO: NJGS  
 KV6310_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6310+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1989
 KV6310
 KV6310  HISTORY     - Date     Condition        Report By
 KV6310  HISTORY     - UNK      MONUMENTED       NJDT
 KV6310  HISTORY     - 19890623 GOOD             NJGS
 KV6310
 KV6310                          STATION DESCRIPTION
 KV6310
 KV6310'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6310'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6310'IN JACKSON TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6310'INTERSTATE ROUTE I195, EXIT 21, AT BRIDGE STRUCTURE 1517.158,
 KV6310'MILEPOST 21.04, AND COUNTY ROUTE 527, CEDAR SWAMP ROAD, GO WEST 2.9
 KV6310'KM (1.8 MI) ON I195 TO THE MARK ON THE LEFT, 7.6 M (24.9 FT)
 KV6310'SOUTHWEST FROM THE EDGE OF THE WESTBOUND I195 LANES, 7.4 M (24.3 FT)
 KV6310'NORTHEAST FROM THE EDGE OF THE EASTBOUND I195 LANES, 27.3 M (89.6 FT)
 KV6310'NORTH FROM THE NORTHWEST END POST OF A GUIDE RAIL IN THE MEDIAN, 28.7
 KV6310'M (94.2 FT) SOUTHEAST FROM AN E TYPE INLET IN THE MEDIAN, 72.2 M
 KV6310'(236.9 FT) NORTHWEST FROM AN E TYPE INLET IN THE MEDIAN AND SET FLUSH
 KV6310'WITH THE GROUND.  THE STATION IS A .02 M (0.07 FT) DIAMETER BRASS
 KV6310'PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5236 ***********************************************************************
 AA5236  DESIGNATION -  15 X 2
 AA5236  PID         -  AA5236
 AA5236  STATE/COUNTY-  NJ/OCEAN
 AA5236  USGS QUAD   -  LAKEWOOD (1989)
 AA5236
 AA5236                         *CURRENT SURVEY CONTROL
 AA5236  ___________________________________________________________________
 AA5236* NAD 83(1996)-  40 04 12.44422(N)    074 10 16.38078(W)     ADJUSTED  
 AA5236* NAVD 88     -         9.6    (meters)      31.     (feet)  GPS OBS   
 AA5236  ___________________________________________________________________
 AA5236  X           -   1,333,181.498 (meters)                     COMP
 AA5236  Y           -  -4,702,345.702 (meters)                     COMP
 AA5236  Z           -   4,083,932.051 (meters)                     COMP
 AA5236  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 AA5236  ELLIP HEIGHT-         -23.32  (meters)          (10/23/02) GPS OBS
 AA5236  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 AA5236
 AA5236  HORZ ORDER  -  FIRST
 AA5236  ELLP ORDER  -  FOURTH    CLASS I
 AA5236
 AA5236.This mark is at Lakewood Airport (N12)
 AA5236
 AA5236.The horizontal coordinates were established by GPS observations
 AA5236.and adjusted by the National Geodetic Survey in May 1999..
 AA5236
 AA5236.The orthometric height was determined by GPS observations and a
 AA5236.high-resolution geoid model.
 AA5236
 AA5236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5236
 AA5236.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5236
 AA5236.The ellipsoidal height was determined by GPS observations
 AA5236.and is referenced to NAD 83.
 AA5236
 AA5236.The geoid height was determined by GEOID03.
 AA5236
 AA5236;                    North         East     Units Scale Factor Converg.
 AA5236;SPC NJ       -   137,351.599   178,044.540   MT  0.99990968   +0 12 41.9
 AA5236;SPC NJ       -   450,627.70    584,134.46   sFT  0.99990968   +0 12 41.9
 AA5236;UTM  18      - 4,435,869.323   570,672.686   MT  0.99966148   +0 32 00.7
 AA5236
 AA5236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5236!SPC NJ       -   1.00000366  x   0.99990968  =   0.99991334
 AA5236!UTM  18      -   1.00000366  x   0.99966148  =   0.99966514
 AA5236
 AA5236:                Primary Azimuth Mark                     Grid Az
 AA5236:SPC NJ       -  2R 94                                    109 56 26.5
 AA5236:UTM  18      -  2R 94                                    109 37 07.7
 AA5236
 AA5236|---------------------------------------------------------------------|
 AA5236| PID    Reference Object                     Distance      Geod. Az  |
 AA5236|                                                           dddmmss.s |
 AA5236| KV6993 2R 94                               453.445 METERS 1100908.4 |
 AA5236|---------------------------------------------------------------------|
 AA5236
 AA5236                          SUPERSEDED SURVEY CONTROL
 AA5236
 AA5236  ELLIP H (05/14/99)  -23.34   (m)                       GP(       ) 4 1
 AA5236  NAD 83(1992)-  40 04 12.44252(N)    074 10 16.38334(W) AD(       ) 1
 AA5236  ELLIP H (05/22/95)  -23.22   (m)                       GP(       ) 3 1
 AA5236
 AA5236.Superseded values are not recommended for survey control.
 AA5236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5236.See file dsdata.txt to determine how the superseded data were derived.
 AA5236
 AA5236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7067335869(NAD 83)
 AA5236_MARKER: DD = SURVEY DISK
 AA5236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5236_STAMPING: 15 X 2 1993
 AA5236_MARK LOGO: NJGS  
 AA5236_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5236+STABILITY: SURFACE MOTION
 AA5236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5236+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5236
 AA5236  HISTORY     - Date     Condition        Report By
 AA5236  HISTORY     - 1993     MONUMENTED       NJGS
 AA5236
 AA5236                          STATION DESCRIPTION
 AA5236
 AA5236'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993 (ECB)
 AA5236'THE STATION IS LOCATED IN LAKEWOOD TOWNSHIP, ON THE GROUNDS OF THE
 AA5236'LAKEWOOD AIRPORT, OPERATED BY OBRIEN AVIATION.  TO REACH THE STATION
 AA5236'FROM THE INTERSECTION OF STATE ROUTE 70 AND COUNTY ROAD 528, CEDAR
 AA5236'BRIDGE ROAD, GO 1.1 MI (1.8 KM) WEST NORTHWEST ON CEDAR BRIDGE ROAD TO
 AA5236'THE BRIDGE CROSSING OVER THE GARDEN STATE PARKWAY,  CONTINUE AHEAD FOR
 AA5236'ANOTHER 0.6 MI (1.0 KM) TO THE ENTRANCE DRIVE LEADING TO THE LAKEWOOD
 AA5236'AIRPORT ON THE LEFT.  TURN LEFT AND GO 0.05 MI (0.08 KM) SOUTH
 AA5236'SOUTHWEST ON THE ENTRANCE ROAD TO THE STATION ON THE LEFT, SET FLUSH
 AA5236'WITH THE GROUND IN FRONT OF A ONE STORY AIRCRAFT SERVICE HANGAR AND
 AA5236'THE OBRIEN AVIATION OFFICE TO THE WEST.  THE STATION IS 22.4 M (73.5
 AA5236'FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF PAVEMENT OF THE ENTRANCE
 AA5236'DRIVE, 24.4 M (80.1 FT) SOUTH SOUTHWEST FROM THE SOUHT EDGE OF PAVING
 AA5236'OF CEDAR BRIDGE ROAD, 26.3 M (86.3 FT) SOUTH FROM A POLE WITH NO
 AA5236'NUMBER NEXT TO A SIGN, 31.8 M (104.3 FT) SOUTH SOUTHEAST FROM POLE
 AA5236'NUMBER BT 682 LD, 27.6 M (90.6 FT) EAST FROM POLE NUMBER 7 MV, 23.5 M
 AA5236'(77.1 FT) NORTHEAST FROM THE NORTHEAST EDGE OF A PARKING LOT AND 29.0
 AA5236'M (95.1 FT) EAST FROM A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6311 ***********************************************************************
 KV6311  DESIGNATION -  15 Y 1
 KV6311  PID         -  KV6311
 KV6311  STATE/COUNTY-  NJ/OCEAN
 KV6311  USGS QUAD   -  ROOSEVELT (1981)
 KV6311
 KV6311                         *CURRENT SURVEY CONTROL
 KV6311  ___________________________________________________________________
 KV6311* NAD 83(1986)-  40 09 38.     (N)    074 23 09.     (W)     SCALED    
 KV6311* NAVD 88     -        45.710  (meters)     149.97   (feet)  ADJUSTED  
 KV6311  ___________________________________________________________________
 KV6311  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV6311  DYNAMIC HT  -          45.691 (meters)     149.90  (feet)  COMP
 KV6311  MODELED GRAV-     980,206.8   (mgal)                       NAVD 88
 KV6311
 KV6311  VERT ORDER  -  FIRST     CLASS II
 KV6311
 KV6311.The horizontal coordinates were scaled from a topographic map and have
 KV6311.an estimated accuracy of +/- 6 seconds.
 KV6311
 KV6311.The orthometric height was determined by differential leveling
 KV6311.and adjusted by the National Geodetic Survey in June 1991..
 KV6311
 KV6311.The geoid height was determined by GEOID03.
 KV6311
 KV6311.The dynamic height is computed by dividing the NAVD 88
 KV6311.geopotential number by the normal gravity value computed on the
 KV6311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6311.degrees latitude (g = 980.6199 gals.).
 KV6311
 KV6311.The modeled gravity was interpolated from observed gravity values.
 KV6311
 KV6311;                    North         East    Units  Estimated Accuracy
 KV6311;SPC NJ       -   147,350.      159,730.      MT  (+/- 180 meters Scaled)
 KV6311
 KV6311                          SUPERSEDED SURVEY CONTROL
 KV6311
 KV6311  NGVD 29 (01/10/92)   46.037  (m)          151.04   (f) ADJUSTED    1 2
 KV6311
 KV6311.Superseded values are not recommended for survey control.
 KV6311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6311.See file dsdata.txt to determine how the superseded data were derived.
 KV6311
 KV6311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK523457(NAD 83)
 KV6311_MARKER: Z = SEE DESCRIPTION
 KV6311_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6311_SP_SET: PREFAB CONC. POST IN EARTH
 KV6311_STAMPING: 15 Y 1
 KV6311_MARK LOGO: NJGS  
 KV6311_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6311+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1989
 KV6311
 KV6311  HISTORY     - Date     Condition        Report By
 KV6311  HISTORY     - UNK      MONUMENTED       NJDT
 KV6311  HISTORY     - 19890623 GOOD             NJGS
 KV6311
 KV6311                          STATION DESCRIPTION
 KV6311
 KV6311'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6311'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6311'IN JACKSON TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6311'INTERSTATE ROUTE I195, EXIT 21, AT BRIDGE STRUCTURE 1517.158,
 KV6311'MILEPOST 21.04, AND COUNTY ROUTE 527, CEDAR SWAMP ROAD, GO WEST 3.6
 KV6311'KM (2.2 MI) ON I195 TO THE MARK ON THE LEFT, 7.7 M (25.3 FT)
 KV6311'SOUTHWEST FROM THE EDGE OF THE WESTBOUND I195 LANES, 7.5 M (24.6 FT)
 KV6311'NORTHEAST FROM THE EDGE OF THE EASTBOUND LANES, 51.85 M (170.11 FT)
 KV6311'NORTHWEST FROM AN E TYPE INLET IN THE MEDIAN, 81.3 M (266.7 FT)
 KV6311'SOUTHEAST FROM THE SOUTHEAST END OF THE CENTER PIER OF STRUCTURE
 KV6311'1517.156, MILEPOST 18.80, WRIGHT DEBOW ROAD BRIDGE OVER I195, 56.1 M
 KV6311'(184.1 FT) SOUTHEAST FROM AN E TYPE INLET IN THE MEDIAN, 35.1 M
 KV6311'(115.2 FT) EAST SOUTHEAST FROM THE EAST END POST OF A GUIDE RAIL AND
 KV6311'SET 0.2 M (0.7 FT) BELOW THE GROUND.  THE STATION IS A .02 M (0.07
 KV6311'FT) DIAMETER BRASS PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6312 ***********************************************************************
 KV6312  DESIGNATION -  15 Z 1
 KV6312  PID         -  KV6312
 KV6312  STATE/COUNTY-  NJ/OCEAN
 KV6312  USGS QUAD   -  ROOSEVELT (1981)
 KV6312
 KV6312                         *CURRENT SURVEY CONTROL
 KV6312  ___________________________________________________________________
 KV6312* NAD 83(1986)-  40 09 40.     (N)    074 23 42.     (W)     SCALED    
 KV6312* NAVD 88     -        48.133  (meters)     157.92   (feet)  ADJUSTED  
 KV6312  ___________________________________________________________________
 KV6312  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV6312  DYNAMIC HT  -          48.112 (meters)     157.85  (feet)  COMP
 KV6312  MODELED GRAV-     980,207.3   (mgal)                       NAVD 88
 KV6312
 KV6312  VERT ORDER  -  FIRST     CLASS II
 KV6312
 KV6312.The horizontal coordinates were scaled from a topographic map and have
 KV6312.an estimated accuracy of +/- 6 seconds.
 KV6312
 KV6312.The orthometric height was determined by differential leveling
 KV6312.and adjusted by the National Geodetic Survey in June 1991..
 KV6312
 KV6312.The geoid height was determined by GEOID03.
 KV6312
 KV6312.The dynamic height is computed by dividing the NAVD 88
 KV6312.geopotential number by the normal gravity value computed on the
 KV6312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6312.degrees latitude (g = 980.6199 gals.).
 KV6312
 KV6312.The modeled gravity was interpolated from observed gravity values.
 KV6312
 KV6312;                    North         East    Units  Estimated Accuracy
 KV6312;SPC NJ       -   147,410.      158,940.      MT  (+/- 180 meters Scaled)
 KV6312
 KV6312                          SUPERSEDED SURVEY CONTROL
 KV6312
 KV6312  NGVD 29 (01/10/92)   48.460  (m)          158.99   (f) ADJUSTED    1 2
 KV6312
 KV6312.Superseded values are not recommended for survey control.
 KV6312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6312.See file dsdata.txt to determine how the superseded data were derived.
 KV6312
 KV6312_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK515458(NAD 83)
 KV6312_MARKER: Z = SEE DESCRIPTION
 KV6312_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KV6312_SP_SET: PREFAB CONC. POST IN EARTH
 KV6312_STAMPING: 15 Z 1
 KV6312_MARK LOGO: NJGS  
 KV6312_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6312+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1989
 KV6312
 KV6312  HISTORY     - Date     Condition        Report By
 KV6312  HISTORY     - UNK      MONUMENTED       NJDT
 KV6312  HISTORY     - 19890623 GOOD             NJGS
 KV6312
 KV6312                          STATION DESCRIPTION
 KV6312
 KV6312'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6312'THE STATION IS LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE I195,
 KV6312'IN JACKSON TOWNSHIP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6312'INTERSTATE ROUTE I195, EXIT 16, AT BRIDGE STRUCTURE 1330.165,
 KV6312'MILEPOST 16.70, AND COUNTY ROUTE 537, MONMOUTH ROAD, WHICH IS THE
 KV6312'OCEAN MONMOUTH COUNTY LINE, GO EAST 2.64 KM (1.64 MI) ON I195 TO THE
 KV6312'MARK ON THE LEFT, 7.7 M (25.3 FT) NORTH FROM THE EDGE OF THE
 KV6312'EASTBOUND I195 LANES, 7.5 M (24.6 FT) SOUTH FROM THE EDGE OF THE
 KV6312'WESTBOUND I195 LANES, 23.1 M (75.8 FT) SOUTH SOUTHWEST FROM THE EAST
 KV6312'END OF A GUIDE RAIL ON THE NORTH SIDE OF WESTBOUND I195 LANES, 56.1 M
 KV6312'(184.1 FT) EAST FROM AN E TYPE INLET TO A CULVERT IN THE MEDIAN AND
 KV6312'SET 0.1 M (0.3 FT) BELOW THE GROUND.  THE STATION IS A .01 M (0.03
 KV6312'FT) DIAMETER BRASS PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6704 ***********************************************************************
 KV6704  DESIGNATION -  150
 KV6704  PID         -  KV6704
 KV6704  STATE/COUNTY-  NJ/MERCER
 KV6704  USGS QUAD   -  HIGHTSTOWN (1981)
 KV6704
 KV6704                         *CURRENT SURVEY CONTROL
 KV6704  ___________________________________________________________________
 KV6704* NAD 83(1996)-  40 17 29.76024(N)    074 35 12.09414(W)     ADJUSTED  
 KV6704* NAVD 88     -        27.55   (meters)      90.4    (feet)  LEVELING  
 KV6704  ___________________________________________________________________
 KV6704  X           -   1,294,834.562 (meters)                     COMP
 KV6704  Y           -  -4,696,606.352 (meters)                     COMP
 KV6704  Z           -   4,102,732.425 (meters)                     COMP
 KV6704  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 KV6704  ELLIP HEIGHT-          -5.36  (meters)          (10/23/02) GPS OBS
 KV6704  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV6704
 KV6704  HORZ ORDER  -  FIRST
 KV6704  VERT ORDER  -  THIRD ?
 KV6704  ELLP ORDER  -  FOURTH    CLASS I
 KV6704
 KV6704.The horizontal coordinates were established by GPS observations
 KV6704.and adjusted by the National Geodetic Survey in May 1999..
 KV6704
 KV6704.The orthometric height was determined by differential leveling.
 KV6704.The vertical network tie was performed by a horz. field party for horz.
 KV6704.obs reductions. Reset procedures were used to establish the elevation.
 KV6704
 KV6704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6704
 KV6704.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6704
 KV6704.The ellipsoidal height was determined by GPS observations
 KV6704.and is referenced to NAD 83.
 KV6704
 KV6704.The geoid height was determined by GEOID03.
 KV6704
 KV6704;                    North         East     Units Scale Factor Converg.
 KV6704;SPC NJ       -   161,893.300   142,629.289   MT  0.99990067   -0 03 21.8
 KV6704;SPC NJ       -   531,144.94    467,942.93   sFT  0.99990067   -0 03 21.8
 KV6704;UTM  18      - 4,460,204.728   535,129.301   MT  0.99961519   +0 16 02.2
 KV6704
 KV6704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6704!SPC NJ       -   1.00000084  x   0.99990067  =   0.99990151
 KV6704!UTM  18      -   1.00000084  x   0.99961519  =   0.99961603
 KV6704
 KV6704                          SUPERSEDED SURVEY CONTROL
 KV6704
 KV6704  NAD 83(1986)-  40 17 29.76011(N)    074 35 12.09626(W) AD(       ) 1
 KV6704  NGVD 29 (09/20/93)   27.88   (m)           91.5    (f) LEVELING    3  
 KV6704
 KV6704.Superseded values are not recommended for survey control.
 KV6704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6704.See file dsdata.txt to determine how the superseded data were derived.
 KV6704
 KV6704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3512960205(NAD 83)
 KV6704_MARKER: DD = SURVEY DISK
 KV6704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6704_SP_SET: CONCRETE POST
 KV6704_STAMPING: 150 90.721
 KV6704_MARK LOGO: NJGS  
 KV6704_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6704+STABILITY: SURFACE MOTION
 KV6704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6704+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 KV6704
 KV6704  HISTORY     - Date     Condition        Report By
 KV6704  HISTORY     - 1940     MONUMENTED       NJGS
 KV6704  HISTORY     - 19901116 GOOD             NJGS
 KV6704  HISTORY     - 19920108 GOOD             NJGS
 KV6704  HISTORY     - 20050718 GOOD             INDIV
 KV6704
 KV6704                          STATION DESCRIPTION
 KV6704
 KV6704'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6704'THE STATION IS LOCATED IN WEST WINDSOR TOWNSHIP, ON THE SOUTH SIDE OF
 KV6704'THE PRINCETON HIGHTSTOWN ROAD, COUNTY ROAD 571.  TO REACH THE STATION
 KV6704'FROM THE JUNCTION OF COUNTY ROAD 571 AND U.S. HIGHWAY 130, JUST WEST
 KV6704'OF HIGHTSTOWN, GO 4.56 KM (2.85 MI) NORTHWEST ON COUNTY ROAD 571 TO
 KV6704'THE STATION ON THE LEFT, NEAR THE WEST END OF MC GETRICK LANE.  THE
 KV6704'STATION IS 8.9 M (29.2 FT) SOUTHWEST OF THE ROAD 571 CENTERLINE, 10.2
 KV6704'M (33.5 FT) NORTHWEST OF THE SIGN FOR MC GETRICK LANE, 29.0 M
 KV6704'(95.1 FT) SOUTH OF THE SOUTH END OF AN INLET, 20.4 M (66.9 FT)
 KV6704'SOUTHEAST OF POLE NUMBER E61906WW, 20.8 M (68.2 FT) NORTHWEST OF POLE
 KV6704'NUMBER 61905WW, 0.7 M (2.3 FT) SOUTHWEST OF THE CURBLINE AND FLUSH
 KV6704'WITH THE GROUND.
 KV6704
 KV6704                          STATION RECOVERY (1992)
 KV6704
 KV6704'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV6704'THE STATION IS LOCATED IN WEST WINDSOR TOWNSHIP, ON THE SOUTH SIDE OF
 KV6704'PRINCETON HIGHTSTOWN ROAD, COUNTY ROAD 571.  TO REACH THE STATION
 KV6704'FROM THE JUNCTION OF COUNTY ROAD 571 AND U.S. HIGHWAY 130 AT
 KV6704'HIGHTSTOWN, GO 4.56 KM (2.85 MI) NORTHWEST ON COUNTY ROAD 571 TO THE
 KV6704'STATION ON THE LEFT, WEST OF SOUTHFIELD ROAD NEAR THE WEST END OF
 KV6704'MCGETRICK LANE. THE STATION IS 8.85 M (29.04 FT) SOUTHWEST OF THE
 KV6704'COUNTY ROAD 571 CENTERLINE, 10.15 M (33.30 FT) NORTHWEST OF THE SIGN,
 KV6704'MCGETRICK LANE, 29.0 M (95.1 FT) SOUTH OF THE SOUTH END OF AN INLET,
 KV6704'20.4 M (66.9 FT) SOUTHEAST OF POLE E 61906 WW, 20.75 M (68.08 FT)
 KV6704'NORTHWEST OF POLE A 61905 WW AND 0.7 M (2.3 FT) SOUTHWEST OF THE
 KV6704'CURBLINE.  THE STATION IS FLUSH WITH THE GROUND.
 KV6704
 KV6704                          STATION RECOVERY (2005)
 KV6704
 KV6704'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JH)
 KV6704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4349 ***********************************************************************
 AI4349  DESIGNATION -  15039
 AI4349  PID         -  AI4349
 AI4349  STATE/COUNTY-  NJ/SALEM
 AI4349  USGS QUAD   -  ELMER (1994)
 AI4349
 AI4349                         *CURRENT SURVEY CONTROL
 AI4349  ___________________________________________________________________
 AI4349* NAD 83(1996)-  39 35 55.80439(N)    075 10 55.96740(W)     ADJUSTED  
 AI4349* NAVD 88     -        36.2    (meters)     119.     (feet)  GPS OBS   
 AI4349  ___________________________________________________________________
 AI4349  X           -   1,258,581.978 (meters)                     COMP
 AI4349  Y           -  -4,757,560.920 (meters)                     COMP
 AI4349  Z           -   4,043,766.391 (meters)                     COMP
 AI4349  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AI4349  ELLIP HEIGHT-           2.67  (meters)          (09/25/02) GPS OBS
 AI4349  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 AI4349
 AI4349  HORZ ORDER  -  FIRST
 AI4349  ELLP ORDER  -  FOURTH    CLASS I
 AI4349
 AI4349.The horizontal coordinates were established by GPS observations
 AI4349.and adjusted by the National Geodetic Survey in March 2000..
 AI4349
 AI4349.The orthometric height was determined by GPS observations and a
 AI4349.high-resolution geoid model.
 AI4349
 AI4349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4349
 AI4349.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4349
 AI4349.The ellipsoidal height was determined by GPS observations
 AI4349.and is referenced to NAD 83.
 AI4349
 AI4349.The geoid height was determined by GEOID03.
 AI4349
 AI4349;                    North         East     Units Scale Factor Converg.
 AI4349;SPC NJ       -    85,199.493    91,409.305   MT  0.99994225   -0 26 05.5
 AI4349;SPC NJ       -   279,525.34    299,898.69   sFT  0.99994225   -0 26 05.5
 AI4349;UTM  18      - 4,383,249.179   484,355.698   MT  0.99960301   -0 06 58.1
 AI4349
 AI4349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4349!SPC NJ       -   0.99999958  x   0.99994225  =   0.99994183
 AI4349!UTM  18      -   0.99999958  x   0.99960301  =   0.99960259
 AI4349
 AI4349                          SUPERSEDED SURVEY CONTROL
 AI4349
 AI4349  ELLIP H (03/31/00)    2.66   (m)                       GP(       ) 3 1
 AI4349
 AI4349.Superseded values are not recommended for survey control.
 AI4349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4349.See file dsdata.txt to determine how the superseded data were derived.
 AI4349
 AI4349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8435683249(NAD 83)
 AI4349_MARKER: DD = SURVEY DISK
 AI4349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4349_STAMPING: 15039
 AI4349_MARK LOGO: NJGS  
 AI4349_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4349+STABILITY: SURFACE MOTION
 AI4349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4349+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1999
 AI4349
 AI4349  HISTORY     - Date     Condition        Report By
 AI4349  HISTORY     - 1955     MONUMENTED       NJGS
 AI4349  HISTORY     - 19990801 GOOD             NJGS
 AI4349
 AI4349                          STATION DESCRIPTION
 AI4349
 AI4349'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (JVS)
 AI4349'THE STATION IS LOCATED IN UPPER PITTSGROVE TOWNSHIP ON THE SOUTHWEST
 AI4349'SIDE OF U.S.  HIGHWAY 40, JUST NORTHWEST FROM THE BOROUGH OF ELMER. TO
 AI4349'REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 55 AND U.S.
 AI4349'HIGHWAY 40 AT INTERCHANGE 39 IN FRANKLIN TOWNSHIP IN GLOUCESTER
 AI4349'COUNTY, GO WEST ON U.S.  HIGHWAY 40 FOR 6.3 MI (10.1 KM) TO THE
 AI4349'STATION ON THE LEFT, SET ABOUT 0.3M BELOW THE GROUND IN THE FRONT LAWN
 AI4349'OF AN OFFICE FOR THE HITCHNER AGENCY, NUMBER 475.  THE STATION IS ALSO
 AI4349'ABOUT 2.8 MI (4.5 KM) SOUTHEAST FROM THE TRAFFIC CIRCLE AT THE
 AI4349'INTERSECTION OF STATE ROUTE 77 AND U.S.  HIGHWAY 40.  THE STATION IS
 AI4349'10.6 M (34.8 FT) SOUTHWEST FROM THE CENTERLINE OF U.S.  HIGHWAY 40,
 AI4349'19.2 M (63.0 FT) NORTHWEST FROM THE CENTERLINE OF THE EAST DRIVEWAY
 AI4349'LEADING TO THE HITCHNER AGENCY, 16.2 M (53.1 FT) SOUTHEAST FROM THE
 AI4349'CENTERLINE OF THE WEST DRIVEWAY LEADING TO THE HITCHNER AGENCY, 8.5 M
 AI4349'(27.9 FT) SOUTH FROM WOOD UTILITY POLE NUMBER 24, 21.5 M (70.5 FT)
 AI4349'SOUTH SOUTHWEST AND ACROSS THE ROAD FROM WOOD UTILITY POLE NUMBER B
 AI4349'13171 AND 30.0 M (98.4 FT) NORTHWEST FROM WOOD UTILITY POLE NUMBER 23
 AI4349'AND ONE HALF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0875 ***********************************************************************
 KV0875  DESIGNATION -  15262 NJGS
 KV0875  PID         -  KV0875
 KV0875  STATE/COUNTY-  NJ/MONMOUTH
 KV0875  USGS QUAD   -  LONG BRANCH (1981)
 KV0875
 KV0875                         *CURRENT SURVEY CONTROL
 KV0875  ___________________________________________________________________
 KV0875* NAD 83(1986)-  40 22 05.     (N)    074 01 44.     (W)     SCALED    
 KV0875* NAVD 88     -         7.413  (meters)      24.32   (feet)  ADJUSTED  
 KV0875  ___________________________________________________________________
 KV0875  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KV0875  DYNAMIC HT  -           7.410 (meters)      24.31  (feet)  COMP
 KV0875  MODELED GRAV-     980,193.9   (mgal)                       NAVD 88
 KV0875
 KV0875  VERT ORDER  -  SECOND    CLASS 0
 KV0875
 KV0875.The horizontal coordinates were scaled from a topographic map and have
 KV0875.an estimated accuracy of +/- 6 seconds.
 KV0875
 KV0875.The orthometric height was determined by differential leveling
 KV0875.and adjusted by the National Geodetic Survey in June 1991..
 KV0875
 KV0875.The geoid height was determined by GEOID03.
 KV0875
 KV0875.The dynamic height is computed by dividing the NAVD 88
 KV0875.geopotential number by the normal gravity value computed on the
 KV0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0875.degrees latitude (g = 980.6199 gals.).
 KV0875
 KV0875.The modeled gravity was interpolated from observed gravity values.
 KV0875
 KV0875;                    North         East    Units  Estimated Accuracy
 KV0875;SPC NJ       -   170,490.      190,010.      MT  (+/- 180 meters Scaled)
 KV0875
 KV0875                          SUPERSEDED SURVEY CONTROL
 KV0875
 KV0875  NGVD 29 (04/16/92)    7.733  (m)           25.37   (f) ADJUSTED    2 0
 KV0875
 KV0875.Superseded values are not recommended for survey control.
 KV0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0875.See file dsdata.txt to determine how the superseded data were derived.
 KV0875
 KV0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK824690(NAD 83)
 KV0875_MARKER: DD = SURVEY DISK
 KV0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0875_STAMPING: 15262
 KV0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0875+STABILITY: SURFACE MOTION
 KV0875
 KV0875  HISTORY     - Date     Condition        Report By
 KV0875  HISTORY     - UNK      MONUMENTED       NJGS
 KV0875  HISTORY     - 1961     GOOD             CGS
 KV0875  HISTORY     - 1985     GOOD             USPSQD
 KV0875  HISTORY     - 19950624 GOOD             USPSQD
 KV0875
 KV0875                          STATION DESCRIPTION
 KV0875
 KV0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0875'AT FAIR HAVEN.
 KV0875'ON THE NORTH SIDE OF RIVER ROAD, 195 FEET TEST OF THE INTERSECTION
 KV0875'OF BROWNS LANE JUST EAST OF THE SHREWSBURY YACHT CLUB, BETWEEN
 KV0875'THE NORTH CURB OF RIVER ROAD AND THE SIDEWALK.  SET IN THE TOP OF
 KV0875'A CONCRETE POST LEVEL WITH THE GROUND.
 KV0875
 KV0875                          STATION RECOVERY (1985)
 KV0875
 KV0875'RECOVERY NOTE BY US POWER SQUADRON 1985 (CWK)
 KV0875'RECOVERED IN GOOD CONDITION.
 KV0875
 KV0875                          STATION RECOVERY (1995)
 KV0875
 KV0875'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0874 ***********************************************************************
 KV0874  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0874  DESIGNATION -  15265 NJGS
 KV0874  PID         -  KV0874
 KV0874  STATE/COUNTY-  NJ/MONMOUTH
 KV0874  USGS QUAD   -  LONG BRANCH (1981)
 KV0874
 KV0874                         *CURRENT SURVEY CONTROL
 KV0874  ___________________________________________________________________
 KV0874* NAD 83(1986)-  40 22 26.     (N)    074 00 56.     (W)     SCALED    
 KV0874* NAVD 88     -         9.692  (meters)      31.80   (feet)  ADJUSTED  
 KV0874  ___________________________________________________________________
 KV0874  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KV0874  DYNAMIC HT  -           9.688 (meters)      31.78  (feet)  COMP
 KV0874  MODELED GRAV-     980,191.2   (mgal)                       NAVD 88
 KV0874
 KV0874  VERT ORDER  -  SECOND    CLASS 0
 KV0874
 KV0874.The horizontal coordinates were scaled from a topographic map and have
 KV0874.an estimated accuracy of +/- 6 seconds.
 KV0874
 KV0874.The orthometric height was determined by differential leveling
 KV0874.and adjusted by the National Geodetic Survey in June 1991..
 KV0874
 KV0874.This Tidal Bench Mark is designated as VM 2565
 KV0874.by the Center for Operational Oceanographic Products and Services.
 KV0874
 KV0874.The geoid height was determined by GEOID03.
 KV0874
 KV0874.The dynamic height is computed by dividing the NAVD 88
 KV0874.geopotential number by the normal gravity value computed on the
 KV0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0874.degrees latitude (g = 980.6199 gals.).
 KV0874
 KV0874.The modeled gravity was interpolated from observed gravity values.
 KV0874
 KV0874;                    North         East    Units  Estimated Accuracy
 KV0874;SPC NJ       -   171,140.      191,140.      MT  (+/- 180 meters Scaled)
 KV0874
 KV0874                          SUPERSEDED SURVEY CONTROL
 KV0874
 KV0874  NGVD 29 (04/16/92)   10.012  (m)           32.85   (f) ADJUSTED    2 0
 KV0874
 KV0874.Superseded values are not recommended for survey control.
 KV0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0874.See file dsdata.txt to determine how the superseded data were derived.
 KV0874
 KV0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK835697(NAD 83)
 KV0874_MARKER: DD = SURVEY DISK
 KV0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0874_STAMPING: 15265
 KV0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0874+STABILITY: SURFACE MOTION
 KV0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0874+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2006
 KV0874
 KV0874  HISTORY     - Date     Condition        Report By
 KV0874  HISTORY     - UNK      MONUMENTED       NJGS
 KV0874  HISTORY     - 1961     GOOD             CGS
 KV0874  HISTORY     - 19950704 GOOD             USPSQD
 KV0874  HISTORY     - 20060109 GOOD             AASCO
 KV0874
 KV0874                          STATION DESCRIPTION
 KV0874
 KV0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0874'0.5 MI W FROM RUMSON.
 KV0874'0.5 MILE WEST ON RIVER ROAD FROM THE INTERSECTION OF BINGHAM
 KV0874'DRIVE AT RUMSON, 78 FEET WEST OF THE WEST CURB OF THIRD STREET,
 KV0874'10 FEET SOUTHWEST OF A 12 FOOT HIGH BRICK WALL AND 8 INCHES
 KV0874'NORTH OF THE NORTH CURB OF WEST RIVER ROAD.  SET IN THE TOP OF
 KV0874'A CONCRETE POST PROJECTING ONE INCH ABOVE THE GROUND.
 KV0874
 KV0874                          STATION RECOVERY (1995)
 KV0874
 KV0874'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0874'RECOVERED IN GOOD CONDITION.
 KV0874
 KV0874                          STATION RECOVERY (2006)
 KV0874
 KV0874'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV0874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0435 ***********************************************************************
 LY0435  DESIGNATION -  1534
 LY0435  PID         -  LY0435
 LY0435  STATE/COUNTY-  NJ/PASSAIC
 LY0435  USGS QUAD   -  WANAQUE (1971)
 LY0435
 LY0435                         *CURRENT SURVEY CONTROL
 LY0435  ___________________________________________________________________
 LY0435* NAD 83(1986)-  41 00 38.     (N)    074 17 46.     (W)     SCALED    
 LY0435* NAVD 88     -        66.677  (meters)     218.76   (feet)  ADJUSTED  
 LY0435  ___________________________________________________________________
 LY0435  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 LY0435  DYNAMIC HT  -          66.650 (meters)     218.67  (feet)  COMP
 LY0435  MODELED GRAV-     980,215.5   (mgal)                       NAVD 88
 LY0435
 LY0435  VERT ORDER  -  SECOND    CLASS 0
 LY0435
 LY0435.The horizontal coordinates were scaled from a topographic map and have
 LY0435.an estimated accuracy of +/- 6 seconds.
 LY0435
 LY0435.The orthometric height was determined by differential leveling
 LY0435.and adjusted by the National Geodetic Survey in June 1991..
 LY0435
 LY0435.The geoid height was determined by GEOID03.
 LY0435
 LY0435.The dynamic height is computed by dividing the NAVD 88
 LY0435.geopotential number by the normal gravity value computed on the
 LY0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0435.degrees latitude (g = 980.6199 gals.).
 LY0435
 LY0435.The modeled gravity was interpolated from observed gravity values.
 LY0435
 LY0435;                    North         East    Units  Estimated Accuracy
 LY0435;SPC NJ       -   241,740.      167,150.      MT  (+/- 180 meters Scaled)
 LY0435
 LY0435                          SUPERSEDED SURVEY CONTROL
 LY0435
 LY0435  NGVD 29 (??/??/92)   66.922  (m)          219.56   (f) ADJ UNCH    2 0
 LY0435
 LY0435.Superseded values are not recommended for survey control.
 LY0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0435.See file dsdata.txt to determine how the superseded data were derived.
 LY0435
 LY0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL591401(NAD 83)
 LY0435_MARKER: DD = SURVEY DISK
 LY0435_SETTING: 0 = UNSPECIFIED SETTING
 LY0435_STAMPING: 1534
 LY0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0435
 LY0435  HISTORY     - Date     Condition        Report By
 LY0435  HISTORY     - UNK      MONUMENTED       NJGS
 LY0435  HISTORY     - 1942     GOOD             NGS
 LY0435
 LY0435                          STATION DESCRIPTION
 LY0435
 LY0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0435'0.5 MI N FROM POMPTON LAKES.
 LY0435'0.5 MILE NORTH ALONG RINGWOOD AVENUE FROM THE CROSSING OF THE NEW
 LY0435'YORK, SUSQUEHANNA AND WESTERN RAILROAD AT POMPTON LAKES, PASSAIC
 LY0435'COUNTY, 102 FEET SOUTH OF THE INTERSECTION OF CARR STREET, 73.4
 LY0435'FEET SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE CULVERT HEAD
 LY0435'WALL, 1 FOOT WEST OF THE WEST EDGE OF THE PAVEMENT, AND 0.2 FEET
 LY0435'LOWER THAN THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0436 ***********************************************************************
 LY0436  DESIGNATION -  1535
 LY0436  PID         -  LY0436
 LY0436  STATE/COUNTY-  NJ/PASSAIC
 LY0436  USGS QUAD   -  WANAQUE (1971)
 LY0436
 LY0436                         *CURRENT SURVEY CONTROL
 LY0436  ___________________________________________________________________
 LY0436* NAD 83(1986)-  41 00 52.     (N)    074 17 49.     (W)     SCALED    
 LY0436* NAVD 88     -        65.357  (meters)     214.43   (feet)  ADJUSTED  
 LY0436  ___________________________________________________________________
 LY0436  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 LY0436  DYNAMIC HT  -          65.330 (meters)     214.34  (feet)  COMP
 LY0436  MODELED GRAV-     980,216.5   (mgal)                       NAVD 88
 LY0436
 LY0436  VERT ORDER  -  SECOND    CLASS 0
 LY0436
 LY0436.The horizontal coordinates were scaled from a topographic map and have
 LY0436.an estimated accuracy of +/- 6 seconds.
 LY0436
 LY0436.The orthometric height was determined by differential leveling
 LY0436.and adjusted by the National Geodetic Survey in June 1991..
 LY0436
 LY0436.The geoid height was determined by GEOID03.
 LY0436
 LY0436.The dynamic height is computed by dividing the NAVD 88
 LY0436.geopotential number by the normal gravity value computed on the
 LY0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0436.degrees latitude (g = 980.6199 gals.).
 LY0436
 LY0436.The modeled gravity was interpolated from observed gravity values.
 LY0436
 LY0436;                    North         East    Units  Estimated Accuracy
 LY0436;SPC NJ       -   242,170.      167,080.      MT  (+/- 180 meters Scaled)
 LY0436
 LY0436                          SUPERSEDED SURVEY CONTROL
 LY0436
 LY0436  NGVD 29 (??/??/92)   65.602  (m)          215.23   (f) ADJ UNCH    2 0
 LY0436
 LY0436.Superseded values are not recommended for survey control.
 LY0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0436.See file dsdata.txt to determine how the superseded data were derived.
 LY0436
 LY0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL591405(NAD 83)
 LY0436_MARKER: DD = SURVEY DISK
 LY0436_SETTING: 0 = UNSPECIFIED SETTING
 LY0436_STAMPING: 1535
 LY0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0436
 LY0436  HISTORY     - Date     Condition        Report By
 LY0436  HISTORY     - UNK      MONUMENTED       NJGS
 LY0436  HISTORY     - 1942     GOOD             NGS
 LY0436
 LY0436                          STATION DESCRIPTION
 LY0436
 LY0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0436'0.7 MI N FROM POMPTON LAKES.
 LY0436'0.7 MILE NORTH ALONG RINGWOOD AVENUE FROM THE CROSSING OF THE
 LY0436'NEW YORK, SUSQUEHANNA AND WESTERN RAILROAD AT POMPTON LAKES,
 LY0436'PASSAIC COUNTY, 66.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 LY0436'WALTZ INN, 109.5 FEET SOUTHWEST ACROSS THE ROAD FROM THE NORTH
 LY0436'END OF A HIGH CONCRETE RETAINING WALL, 66 FEET NORTHWEST OF THE
 LY0436'SOUTH END OF THE WALL, AND 13.3 FEET WEST OF THE WEST EDGE OF THE
 LY0436'PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0441 ***********************************************************************
 LY0441  DESIGNATION -  1536
 LY0441  PID         -  LY0441
 LY0441  STATE/COUNTY-  NJ/PASSAIC
 LY0441  USGS QUAD   -  WANAQUE (1971)
 LY0441
 LY0441                         *CURRENT SURVEY CONTROL
 LY0441  ___________________________________________________________________
 LY0441* NAD 83(1986)-  41 01 42.     (N)    074 17 50.     (W)     SCALED    
 LY0441* NAVD 88     -        68.451  (meters)     224.58   (feet)  ADJUSTED  
 LY0441  ___________________________________________________________________
 LY0441  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LY0441  DYNAMIC HT  -          68.423 (meters)     224.48  (feet)  COMP
 LY0441  MODELED GRAV-     980,215.0   (mgal)                       NAVD 88
 LY0441
 LY0441  VERT ORDER  -  SECOND    CLASS 0
 LY0441
 LY0441.The horizontal coordinates were scaled from a topographic map and have
 LY0441.an estimated accuracy of +/- 6 seconds.
 LY0441
 LY0441.The orthometric height was determined by differential leveling
 LY0441.and adjusted by the National Geodetic Survey in June 1991..
 LY0441
 LY0441.The geoid height was determined by GEOID03.
 LY0441
 LY0441.The dynamic height is computed by dividing the NAVD 88
 LY0441.geopotential number by the normal gravity value computed on the
 LY0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0441.degrees latitude (g = 980.6199 gals.).
 LY0441
 LY0441.The modeled gravity was interpolated from observed gravity values.
 LY0441
 LY0441;                    North         East    Units  Estimated Accuracy
 LY0441;SPC NJ       -   243,710.      167,050.      MT  (+/- 180 meters Scaled)
 LY0441
 LY0441                          SUPERSEDED SURVEY CONTROL
 LY0441
 LY0441  NGVD 29 (??/??/92)   68.695  (m)          225.38   (f) ADJ UNCH    2 0
 LY0441
 LY0441.Superseded values are not recommended for survey control.
 LY0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0441.See file dsdata.txt to determine how the superseded data were derived.
 LY0441
 LY0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL590421(NAD 83)
 LY0441_MARKER: DD = SURVEY DISK
 LY0441_SETTING: 0 = UNSPECIFIED SETTING
 LY0441_STAMPING: 1536
 LY0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0441
 LY0441  HISTORY     - Date     Condition        Report By
 LY0441  HISTORY     - UNK      MONUMENTED       NJGS
 LY0441  HISTORY     - 1942     GOOD             NGS
 LY0441
 LY0441                          STATION DESCRIPTION
 LY0441
 LY0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0441'AT HASKELL.
 LY0441'AT HASKELL, PASSAIC COUNTY, AT THE SOUTHWEST CORNER OF THE
 LY0441'INTERSECTION OF RINGWOOD AVENUE AND DOTY ROAD, AT THE OPPOSITE
 LY0441'CORNER FROM THE POST OFFICE, 15.9 FEET EAST OF THE EAST CORNER
 LY0441'OF A FRAME BUILDING ON THE CORNER, 1 FOOT WEST OF THE CORNER OF
 LY0441'THE SIDEWALK, AND ABOUT 0.1 FOOT LOWER THAN THE SURFACE OF THE
 LY0441'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0442 ***********************************************************************
 LY0442  DESIGNATION -  1537
 LY0442  PID         -  LY0442
 LY0442  STATE/COUNTY-  NJ/PASSAIC
 LY0442  USGS QUAD   -  WANAQUE (1971)
 LY0442
 LY0442                         *CURRENT SURVEY CONTROL
 LY0442  ___________________________________________________________________
 LY0442* NAD 83(1986)-  41 01 52.     (N)    074 17 46.     (W)     SCALED    
 LY0442* NAVD 88     -        69.153  (meters)     226.88   (feet)  ADJUSTED  
 LY0442  ___________________________________________________________________
 LY0442  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LY0442  DYNAMIC HT  -          69.125 (meters)     226.79  (feet)  COMP
 LY0442  MODELED GRAV-     980,214.6   (mgal)                       NAVD 88
 LY0442
 LY0442  VERT ORDER  -  SECOND    CLASS 0
 LY0442
 LY0442.The horizontal coordinates were scaled from a topographic map and have
 LY0442.an estimated accuracy of +/- 6 seconds.
 LY0442
 LY0442.The orthometric height was determined by differential leveling
 LY0442.and adjusted by the National Geodetic Survey in June 1991..
 LY0442
 LY0442.The geoid height was determined by GEOID03.
 LY0442
 LY0442.The dynamic height is computed by dividing the NAVD 88
 LY0442.geopotential number by the normal gravity value computed on the
 LY0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0442.degrees latitude (g = 980.6199 gals.).
 LY0442
 LY0442.The modeled gravity was interpolated from observed gravity values.
 LY0442
 LY0442;                    North         East    Units  Estimated Accuracy
 LY0442;SPC NJ       -   244,020.      167,140.      MT  (+/- 180 meters Scaled)
 LY0442
 LY0442                          SUPERSEDED SURVEY CONTROL
 LY0442
 LY0442  NGVD 29 (??/??/92)   69.398  (m)          227.68   (f) ADJ UNCH    2 0
 LY0442
 LY0442.Superseded values are not recommended for survey control.
 LY0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0442.See file dsdata.txt to determine how the superseded data were derived.
 LY0442
 LY0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL591424(NAD 83)
 LY0442_MARKER: DD = SURVEY DISK
 LY0442_SETTING: 0 = UNSPECIFIED SETTING
 LY0442_STAMPING: 1537
 LY0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0442
 LY0442  HISTORY     - Date     Condition        Report By
 LY0442  HISTORY     - UNK      MONUMENTED       NJGS
 LY0442  HISTORY     - 1942     GOOD             NGS
 LY0442
 LY0442                          STATION DESCRIPTION
 LY0442
 LY0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0442'AT HASKELL.
 LY0442'AT HASKELL, PASSAIC COUNTY, 0.2 MILE NORTH ALONG RINGWOOD AVENUE,
 LY0442'FROM THE POST OFFICE, IN FRONT OF BUILDING 22 OF THE DUPONT CO.,
 LY0442'25 FEET SOUTHWEST OF POWER-TRANSMISSION LINE POLE 34059 WNE, 2.8
 LY0442'FEET SOUTHEAST OF THE SOUTHEAST CURBING, AND ABOUT FLUSH WITH
 LY0442'THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0447 ***********************************************************************
 LY0447  DESIGNATION -  1538
 LY0447  PID         -  LY0447
 LY0447  STATE/COUNTY-  NJ/PASSAIC
 LY0447  USGS QUAD   -  WANAQUE (1971)
 LY0447
 LY0447                         *CURRENT SURVEY CONTROL
 LY0447  ___________________________________________________________________
 LY0447* NAD 83(1986)-  41 03 09.     (N)    074 17 18.     (W)     SCALED    
 LY0447* NAVD 88     -        75.201  (meters)     246.72   (feet)  ADJUSTED  
 LY0447  ___________________________________________________________________
 LY0447  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 LY0447  DYNAMIC HT  -          75.170 (meters)     246.62  (feet)  COMP
 LY0447  MODELED GRAV-     980,213.0   (mgal)                       NAVD 88
 LY0447
 LY0447  VERT ORDER  -  SECOND    CLASS 0
 LY0447
 LY0447.The horizontal coordinates were scaled from a topographic map and have
 LY0447.an estimated accuracy of +/- 6 seconds.
 LY0447
 LY0447.The orthometric height was determined by differential leveling
 LY0447.and adjusted by the National Geodetic Survey in June 1991..
 LY0447
 LY0447.The geoid height was determined by GEOID03.
 LY0447
 LY0447.The dynamic height is computed by dividing the NAVD 88
 LY0447.geopotential number by the normal gravity value computed on the
 LY0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0447.degrees latitude (g = 980.6199 gals.).
 LY0447
 LY0447.The modeled gravity was interpolated from observed gravity values.
 LY0447
 LY0447;                    North         East    Units  Estimated Accuracy
 LY0447;SPC NJ       -   246,400.      167,790.      MT  (+/- 180 meters Scaled)
 LY0447
 LY0447                          SUPERSEDED SURVEY CONTROL
 LY0447
 LY0447  NGVD 29 (??/??/92)   75.444  (m)          247.52   (f) ADJ UNCH    2 0
 LY0447
 LY0447.Superseded values are not recommended for survey control.
 LY0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0447.See file dsdata.txt to determine how the superseded data were derived.
 LY0447
 LY0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL598448(NAD 83)
 LY0447_MARKER: DD = SURVEY DISK
 LY0447_SETTING: 0 = UNSPECIFIED SETTING
 LY0447_STAMPING: 1538
 LY0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0447
 LY0447  HISTORY     - Date     Condition        Report By
 LY0447  HISTORY     - UNK      MONUMENTED       NJGS
 LY0447  HISTORY     - 1942     GOOD             NGS
 LY0447
 LY0447                          STATION DESCRIPTION
 LY0447
 LY0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0447'AT WANAQUE.
 LY0447'AT WANAQUE, PASSAIC COUNTY, 0.1 MILE NORTH ALONG RINGWOOD AVENUE
 LY0447'FROM THE POST OFFICE, AT THE INTERSECTION OF MELROSE AVENUE, 31
 LY0447'FEET NORTH OF THE CENTERLINE OF MELROSE AVENUE, 20 FEET EAST OF
 LY0447'THE CENTERLINE OF RINGWOOD AVENUE, AT THE SIDEWALK CORNER, AND
 LY0447'ABOUT 0.4 FEET LOWER THAN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0514 ***********************************************************************
 KV0514  DESIGNATION -  153.97 NJGS
 KV0514  PID         -  KV0514
 KV0514  STATE/COUNTY-  NJ/BERGEN
 KV0514  USGS QUAD   -  HACKENSACK (1997)
 KV0514
 KV0514                         *CURRENT SURVEY CONTROL
 KV0514  ___________________________________________________________________
 KV0514* NAD 83(1986)-  40 59 23.     (N)    074 06 57.     (W)     SCALED    
 KV0514* NAVD 88     -        46.694  (meters)     153.20   (feet)  ADJUSTED  
 KV0514  ___________________________________________________________________
 KV0514  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KV0514  DYNAMIC HT  -          46.676 (meters)     153.14  (feet)  COMP
 KV0514  MODELED GRAV-     980,225.0   (mgal)                       NAVD 88
 KV0514
 KV0514  VERT ORDER  -  SECOND    CLASS 0
 KV0514
 KV0514.The horizontal coordinates were scaled from a topographic map and have
 KV0514.an estimated accuracy of +/- 6 seconds.
 KV0514
 KV0514.The orthometric height was determined by differential leveling
 KV0514.and adjusted by the National Geodetic Survey in June 1991..
 KV0514
 KV0514.The geoid height was determined by GEOID03.
 KV0514
 KV0514.The dynamic height is computed by dividing the NAVD 88
 KV0514.geopotential number by the normal gravity value computed on the
 KV0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0514.degrees latitude (g = 980.6199 gals.).
 KV0514
 KV0514.The modeled gravity was interpolated from observed gravity values.
 KV0514
 KV0514;                    North         East    Units  Estimated Accuracy
 KV0514;SPC NJ       -   239,480.      182,320.      MT  (+/- 180 meters Scaled)
 KV0514
 KV0514                          SUPERSEDED SURVEY CONTROL
 KV0514
 KV0514  NGVD 29 (??/??/??)   46.980  (m)          154.13   (f) ADJUSTED    2 0
 KV0514
 KV0514.Superseded values are not recommended for survey control.
 KV0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0514.See file dsdata.txt to determine how the superseded data were derived.
 KV0514
 KV0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL743379(NAD 83)
 KV0514_MARKER: X = CHISELED CROSS
 KV0514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0514_SP_SET: BRIDGE SEAT
 KV0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0514
 KV0514  HISTORY     - Date     Condition        Report By
 KV0514  HISTORY     - 1933     MONUMENTED       NJGS
 KV0514  HISTORY     - 1933     GOOD             CGS
 KV0514
 KV0514                          STATION DESCRIPTION
 KV0514
 KV0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KV0514'0.7 MI N FROM RIDGEWOOD.
 KV0514'0.7 MILE NORTH ALONG THE ERIE LACKAWANNA RAILROAD FROM THE
 KV0514'STATION AT RIDGEWOOD, BERGEN COUNTY, AT BRIDGE NO. 21.60 OVER AN
 KV0514'ASPHALT HIGHWAY, ON THE NORTHEAST BRIDGE SEAT, 2 YARDS EAST OF
 KV0514'THE CENTERLINE OF THE NORTH-BOUND TRACK, 2 FEET EAST OF THE NORTH
 KV0514'END OF THE TRUSS, AND ABOUT 6 FEET LOWER THAN THE TRACK.
 KV0514'NOTE-- THE DELWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW ERIE
 KV0514'LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE
 KV0514'LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0450 ***********************************************************************
 LY0450  DESIGNATION -  1540
 LY0450  PID         -  LY0450
 LY0450  STATE/COUNTY-  NJ/PASSAIC
 LY0450  USGS QUAD   -  WANAQUE (1971)
 LY0450
 LY0450                         *CURRENT SURVEY CONTROL
 LY0450  ___________________________________________________________________
 LY0450* NAD 83(1986)-  41 04 17.     (N)    074 16 55.     (W)     SCALED    
 LY0450* NAVD 88     -        97.688  (meters)     320.50   (feet)  ADJUSTED  
 LY0450  ___________________________________________________________________
 LY0450  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LY0450  DYNAMIC HT  -          97.648 (meters)     320.37  (feet)  COMP
 LY0450  MODELED GRAV-     980,213.4   (mgal)                       NAVD 88
 LY0450
 LY0450  VERT ORDER  -  SECOND    CLASS 0
 LY0450
 LY0450.The horizontal coordinates were scaled from a topographic map and have
 LY0450.an estimated accuracy of +/- 6 seconds.
 LY0450
 LY0450.The orthometric height was determined by differential leveling
 LY0450.and adjusted by the National Geodetic Survey in June 1991..
 LY0450
 LY0450.The geoid height was determined by GEOID03.
 LY0450
 LY0450.The dynamic height is computed by dividing the NAVD 88
 LY0450.geopotential number by the normal gravity value computed on the
 LY0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0450.degrees latitude (g = 980.6199 gals.).
 LY0450
 LY0450.The modeled gravity was interpolated from observed gravity values.
 LY0450
 LY0450;                    North         East    Units  Estimated Accuracy
 LY0450;SPC NJ       -   248,500.      168,330.      MT  (+/- 180 meters Scaled)
 LY0450
 LY0450                          SUPERSEDED SURVEY CONTROL
 LY0450
 LY0450  NGVD 29 (??/??/92)   97.927  (m)          321.28   (f) ADJ UNCH    2 0
 LY0450
 LY0450.Superseded values are not recommended for survey control.
 LY0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0450.See file dsdata.txt to determine how the superseded data were derived.
 LY0450
 LY0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL603469(NAD 83)
 LY0450_MARKER: DD = SURVEY DISK
 LY0450_SETTING: 0 = UNSPECIFIED SETTING
 LY0450_STAMPING: 1540
 LY0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0450
 LY0450  HISTORY     - Date     Condition        Report By
 LY0450  HISTORY     - UNK      MONUMENTED       NJGS
 LY0450  HISTORY     - 1942     GOOD             NGS
 LY0450
 LY0450                          STATION DESCRIPTION
 LY0450
 LY0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0450'1.5 MI N FROM WANAQUE.
 LY0450'1.5 MILES NORTH ALONG STATE HIGHWAY 532 FROM THE POST OFFICE AT
 LY0450'WANAQUE, PASSAIC COUNTY, AT AN INTERSECTION OF A BLACK-TOP ROAD
 LY0450'LEADING NORTH, AT THE HIGHWAY BRIDGE OVER THE ERIE RAILROAD, 6.3
 LY0450'FEET SOUTHWEST OF THE SOUTHWEST END OF THE NORTHWEST GIRDER
 LY0450'PLATE, 39 FEET EAST OF THE CENTERLINE OF THE BLACK-TOP ROAD
 LY0450'LEADING NORTH, 14.5 FEET NORTHWEST OF THE CENTERLINE OF THE
 LY0450'HIGHWAY, AT THE EDGE OF THE HIGHWAY PAVEMENT, AND ABOUT 0.4 FOOT
 LY0450'LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0452 ***********************************************************************
 LY0452  DESIGNATION -  1542
 LY0452  PID         -  LY0452
 LY0452  STATE/COUNTY-  NJ/PASSAIC
 LY0452  USGS QUAD   -  WANAQUE (1971)
 LY0452
 LY0452                         *CURRENT SURVEY CONTROL
 LY0452  ___________________________________________________________________
 LY0452* NAD 83(1986)-  41 05 09.     (N)    074 16 27.     (W)     SCALED    
 LY0452* NAVD 88     -       101.863  (meters)     334.20   (feet)  ADJUSTED  
 LY0452  ___________________________________________________________________
 LY0452  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LY0452  DYNAMIC HT  -         101.821 (meters)     334.06  (feet)  COMP
 LY0452  MODELED GRAV-     980,214.9   (mgal)                       NAVD 88
 LY0452
 LY0452  VERT ORDER  -  SECOND    CLASS 0
 LY0452
 LY0452.The horizontal coordinates were scaled from a topographic map and have
 LY0452.an estimated accuracy of +/- 6 seconds.
 LY0452
 LY0452.The orthometric height was determined by differential leveling
 LY0452.and adjusted by the National Geodetic Survey in June 1991..
 LY0452
 LY0452.The geoid height was determined by GEOID03.
 LY0452
 LY0452.The dynamic height is computed by dividing the NAVD 88
 LY0452.geopotential number by the normal gravity value computed on the
 LY0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0452.degrees latitude (g = 980.6199 gals.).
 LY0452
 LY0452.The modeled gravity was interpolated from observed gravity values.
 LY0452
 LY0452;                    North         East    Units  Estimated Accuracy
 LY0452;SPC NJ       -   250,100.      168,970.      MT  (+/- 180 meters Scaled)
 LY0452
 LY0452                          SUPERSEDED SURVEY CONTROL
 LY0452
 LY0452  NGVD 29 (??/??/92)  102.102  (m)          334.98   (f) ADJ UNCH    2 0
 LY0452
 LY0452.Superseded values are not recommended for survey control.
 LY0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0452.See file dsdata.txt to determine how the superseded data were derived.
 LY0452
 LY0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL609485(NAD 83)
 LY0452_MARKER: DD = SURVEY DISK
 LY0452_SETTING: 0 = UNSPECIFIED SETTING
 LY0452_STAMPING: 1542
 LY0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0452
 LY0452  HISTORY     - Date     Condition        Report By
 LY0452  HISTORY     - UNK      MONUMENTED       NJGS
 LY0452  HISTORY     - 1942     GOOD             NGS
 LY0452
 LY0452                          STATION DESCRIPTION
 LY0452
 LY0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0452'2.7 MI N FROM WANAQUE.
 LY0452'2.7 MILES NORTH ALONG STATE HIGHWAY 532 FROM THE POST OFFICE AT
 LY0452'WANAQUE, PASSAIC COUNTY, 48.9 FEET NORTHWEST OF
 LY0452'POWER-TRANSMISSION LINE POLE BT 340 RD, 14.4 FEET WEST OF THE
 LY0452'CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF A FENCE, AND 1 FOOT
 LY0452'EAST OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5495 ***********************************************************************
 KV5495  DESIGNATION -  156
 KV5495  PID         -  KV5495
 KV5495  STATE/COUNTY-  NJ/MERCER
 KV5495  USGS QUAD   -  HIGHTSTOWN (1981)
 KV5495
 KV5495                         *CURRENT SURVEY CONTROL
 KV5495  ___________________________________________________________________
 KV5495* NAD 83(1996)-  40 16 16.44197(N)    074 32 03.65272(W)     ADJUSTED  
 KV5495* NAVD 88     -        37.6    (meters)     123.     (feet)  H LEVEL   
 KV5495  ___________________________________________________________________
 KV5495  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 KV5495  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KV5495
 KV5495  HORZ ORDER  -  SECOND
 KV5495
 KV5495.The horizontal coordinates were established by classical geodetic methods
 KV5495.and adjusted by the National Geodetic Survey in September 1999..
 KV5495
 KV5495.The orthometric height was determined by differential leveling
 KV5495.between control points not connected to bench marks.
 KV5495
 KV5495.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5495
 KV5495.The geoid height was determined by GEOID03.
 KV5495
 KV5495;                    North         East     Units Scale Factor Converg.
 KV5495;SPC NJ       -   159,629.024   147,078.824   MT  0.99990011   -0 01 19.9
 KV5495;SPC NJ       -   523,716.22    482,541.11   sFT  0.99990011   -0 01 19.9
 KV5495;UTM  18      - 4,457,966.227   539,590.276   MT  0.99961929   +0 18 03.6
 KV5495
 KV5495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5495!SPC NJ       -   0.99999923  x   0.99990011  =   0.99989934
 KV5495!UTM  18      -   0.99999923  x   0.99961929  =   0.99961852
 KV5495
 KV5495                          SUPERSEDED SURVEY CONTROL
 KV5495
 KV5495  NAD 83(1986)-  40 16 16.43923(N)    074 32 03.65386(W) AD(       ) 2
 KV5495  NAD 27      -  40 16 16.04500(N)    074 32 05.10200(W) AD(       ) 2
 KV5495
 KV5495.Superseded values are not recommended for survey control.
 KV5495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5495.See file dsdata.txt to determine how the superseded data were derived.
 KV5495
 KV5495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3959057966(NAD 83)
 KV5495_MARKER: DD = SURVEY DISK
 KV5495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5495_SP_SET: CONCRETE POST
 KV5495_STAMPING: 156 120.826
 KV5495_MARK LOGO: NJGS  
 KV5495_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5495+STABILITY: SURFACE MOTION
 KV5495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5495+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1992
 KV5495
 KV5495  HISTORY     - Date     Condition        Report By
 KV5495  HISTORY     - 1935     MONUMENTED       NJGS
 KV5495  HISTORY     - 1939     GOOD             NJGS
 KV5495  HISTORY     - 19920122 GOOD             NJGS
 KV5495  HISTORY     - 20020817 GOOD             INDIV
 KV5495
 KV5495                          STATION DESCRIPTION
 KV5495
 KV5495'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1935
 KV5495'TO REACH STATION NJ 156 FROM THE JUNCTION OF STATE HIGHWAYS 33 AND
 KV5495'25, GO SOUTH FOR 0.05 MILE TO THE CENTER OF TOWN TO STOCKSTON
 KV5495'STREET, HERE TURN RIGHT (WEST) ON STOCKSTON STREET FOR 0.65 MILE
 KV5495'TO HIGHSTOWN GRAMMAR SCHOOL ON THE LEFT AND STATION NJ 156.
 KV5495'
 KV5495'STATION MARK IS A UNITED STATES COAST AND GEODETIC SURVEY AND
 KV5495'STATE SURVEY MARK NO.156 IS 41.96 METERS (137.65 FEET)
 KV5495'NORTHWEST OF THE STATION, 3 PACES NORTHWEST OF THE FIRST TREE
 KV5495'ON THE SOUTH SIDE OF STOCKSTON STREET FROM ITS INTERSECTION
 KV5495'WITH HERRON STREET, AND 1 FOOT SOUTH OF THE SOUTH CURB OF
 KV5495'STOCKSTON STREET BETWEEN THE SIDEWALK AND THE STREET.  THE MARK
 KV5495'IS FLUSH WITH THE GROUND AND IS STAMPED 156 ON A STANDARD
 KV5495'STATE SURVEY DISK.
 KV5495
 KV5495                          STATION RECOVERY (1939)
 KV5495
 KV5495'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1939
 KV5495'RECOVERED IN GOOD CONDITION.
 KV5495
 KV5495                          STATION RECOVERY (1992)
 KV5495
 KV5495'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV5495'THE STATION IS LOCATED IN THE BOROUGH OF HIGHTSTOWN ON THE SOUTHWEST
 KV5495'SIDE OF STOCKTON STREET, COUNTY ROAD 571, JUST WEST FROM THE
 KV5495'INTERSECTION OF STOCKTON STREET AND DUTCH NECK ROAD.  THE STATION IS
 KV5495'6.3 M (20.7 FT) SOUTHWEST FROM THE CENTERLINE OF STOCKTON STREET,
 KV5495'10.4 M (34.1 FT) NORTH NORTHWEST FROM A STREET SIGN, 1.35 M
 KV5495'(4.43 FT) SOUTHEAST FROM A FIRE HYDRANT, 2.9 M (9.5 FT) SOUTH
 KV5495'SOUTHWEST FROM A WATER VALVE BOX, 0.4 M (1.3 FT) SOUTHWEST FROM THE
 KV5495'SOUTH CURBLINE OF STOCKTON STREET, 25.6 M (84.0 FT) NORTHEAST FROM
 KV5495'POLE JC 43 H AND 41.9 M (137.5 FT) NORTHWEST FROM TRIANGULATION
 KV5495'STATION NJ 156 ECC.  THE STATION IS SET 1 INCH BELOW THE GROUND.
 KV5495
 KV5495                          STATION RECOVERY (2002)
 KV5495
 KV5495'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (APC)
 KV5495'STATION LOCATED IN FRONT OF 401 STOCKTON ST RESIDENCE AT INTERSECTION
 KV5495'OF HARRON AVE, OAK LN AND DUTCH NECK RD. STATION IS ON BLOCK WEST OF
 KV5495'SCHOOL, NOT AT SCHOOL AS SUGGESTED BY 1935 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8738 ***********************************************************************
 AB8738  DESIGNATION -  15918
 AB8738  PID         -  AB8738
 AB8738  STATE/COUNTY-  NJ/BURLINGTON
 AB8738  USGS QUAD   -  CLEMENTON (1981)
 AB8738
 AB8738                         *CURRENT SURVEY CONTROL
 AB8738  ___________________________________________________________________
 AB8738* NAD 83(1996)-  39 51 54.59452(N)    074 55 18.52486(W)     ADJUSTED  
 AB8738* NAVD 88     -        27.5    (meters)      90.     (feet)  GPS OBS   
 AB8738  ___________________________________________________________________
 AB8738  X           -   1,275,272.760 (meters)                     COMP
 AB8738  Y           -  -4,733,535.172 (meters)                     COMP
 AB8738  Z           -   4,066,502.292 (meters)                     COMP
 AB8738  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AB8738  ELLIP HEIGHT-          -5.29  (meters)          (09/25/02) GPS OBS
 AB8738  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 AB8738
 AB8738  HORZ ORDER  -  FIRST
 AB8738  ELLP ORDER  -  FOURTH    CLASS I
 AB8738
 AB8738.The horizontal coordinates were established by GPS observations
 AB8738.and adjusted by the National Geodetic Survey in May 1999..
 AB8738
 AB8738.The orthometric height was determined by GPS observations and a
 AB8738.high-resolution geoid model.
 AB8738
 AB8738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8738
 AB8738.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8738
 AB8738.The ellipsoidal height was determined by GPS observations
 AB8738.and is referenced to NAD 83.
 AB8738
 AB8738.The geoid height was determined by GEOID03.
 AB8738
 AB8738;                    North         East     Units Scale Factor Converg.
 AB8738;SPC NJ       -   114,629.889   113,912.610   MT  0.99991603   -0 16 13.4
 AB8738;SPC NJ       -   376,081.56    373,728.29   sFT  0.99991603   -0 16 13.4
 AB8738;UTM  18      - 4,412,794.968   506,687.174   MT  0.99960055   +0 03 00.4
 AB8738
 AB8738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8738!SPC NJ       -   1.00000083  x   0.99991603  =   0.99991686
 AB8738!UTM  18      -   1.00000083  x   0.99960055  =   0.99960138
 AB8738
 AB8738                          SUPERSEDED SURVEY CONTROL
 AB8738
 AB8738  ELLIP H (05/14/99)   -5.32   (m)                       GP(       ) 4 1
 AB8738  NAD 83(1992)-  39 51 54.59404(N)    074 55 18.52477(W) AD(       ) 1
 AB8738  ELLIP H (12/16/96)   -5.34   (m)                       GP(       ) 2 1
 AB8738
 AB8738.Superseded values are not recommended for survey control.
 AB8738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8738.See file dsdata.txt to determine how the superseded data were derived.
 AB8738
 AB8738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0668712795(NAD 83)
 AB8738_MARKER: DD = SURVEY DISK
 AB8738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8738_STAMPING: 15918
 AB8738_MARK LOGO: NJDCED
 AB8738_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8738+STABILITY: SURFACE MOTION
 AB8738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8738+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2001
 AB8738
 AB8738  HISTORY     - Date     Condition        Report By
 AB8738  HISTORY     - 1941     MONUMENTED       NJDCED
 AB8738  HISTORY     - 19951205 GOOD             TWT
 AB8738  HISTORY     - 19990713 GOOD             NJGS
 AB8738  HISTORY     - 20010731 GOOD             TWT
 AB8738
 AB8738                          STATION DESCRIPTION
 AB8738
 AB8738'DESCRIBED BY TWT CONS ENG 1995 (WPD)
 AB8738'THE STATION IS LOCATED APPROXIMATELY 6 MI (9.7 KM) SOUTHWEST OF
 AB8738'MEDFORD, NEW JERSEY IN THE TOWN OF KRESSON, EVESHAM TOWNSHIP IN THE
 AB8738'CENTER MEDIAN OF STATE HIGHWAY ROUTE 73.  TO REACH THE STATION FROM
 AB8738'THE JUNCTION OF STATE HIGHWAY ROUTES 70 AND 73, FOLLOW STATE HIGHWAY
 AB8738'ROUTE 73 SOUTH FOR 2.05 MI (3.30 KM) TO AN OPENING IN THE CENTER
 AB8738'MEDIAN USED FOR TURNS.  THE STATION IS LOCATED IN THE SOUTH END OF THE
 AB8738'NORTHERN GRASS MEDIAN OF THE OPENING SET 0.5 FT (15.2 CM) BELOW THE
 AB8738'SURFACE OF THE GROUND.  THE STATION IS 55.4 FT (16.9 M) NORTH
 AB8738'NORTHEAST OF A METAL REFLECTOR POST ON THE NORTHERN TIP OF THE MEDIAN
 AB8738'ISLAND SOUTH OF THE STATION, 2.8 FT (0.9 M) WEST OF THE WEST EDGE OF
 AB8738'PAVING FOR THE NORTHBOUND LANES OF STATE HIGHWAY ROUTE 73 AND 14.5 FT
 AB8738'(4.4 M) EAST OF THE EAST EDGE OF PAVING FOR THE SOUTHBOUND LANES OF
 AB8738'STATE HIGHWAY ROUTE 73.
 AB8738
 AB8738                          STATION RECOVERY (1999)
 AB8738
 AB8738'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 AB8738'RECOVERED AS DESCRIBED.
 AB8738
 AB8738                          STATION RECOVERY (2001)
 AB8738
 AB8738'RECOVERY NOTE BY TWT CONS ENG 2001 (JTS)
 AB8738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6722 ***********************************************************************
 AB6722  DESIGNATION -  15930
 AB6722  PID         -  AB6722
 AB6722  STATE/COUNTY-  NJ/CAMDEN
 AB6722  USGS QUAD   -  CLEMENTON (1981)
 AB6722
 AB6722                         *CURRENT SURVEY CONTROL
 AB6722  ___________________________________________________________________
 AB6722* NAD 83(1986)-  39 48 07.     (N)    074 59 22.     (W)     SCALED    
 AB6722* NAVD 88     -        16.850  (meters)      55.28   (feet)  ADJUSTED  
 AB6722  ___________________________________________________________________
 AB6722  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 AB6722  DYNAMIC HT  -          16.842 (meters)      55.26  (feet)  COMP
 AB6722  MODELED GRAV-     980,160.5   (mgal)                       NAVD 88
 AB6722
 AB6722  VERT ORDER  -  FIRST     CLASS II
 AB6722
 AB6722.The horizontal coordinates were scaled from a topographic map and have
 AB6722.an estimated accuracy of +/- 6 seconds.
 AB6722
 AB6722.The orthometric height was determined by differential leveling
 AB6722.and adjusted by the National Geodetic Survey in September 1996..
 AB6722
 AB6722.Photographs are available for this station.
 AB6722
 AB6722.The geoid height was determined by GEOID03.
 AB6722
 AB6722.The dynamic height is computed by dividing the NAVD 88
 AB6722.geopotential number by the normal gravity value computed on the
 AB6722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6722.degrees latitude (g = 980.6199 gals.).
 AB6722
 AB6722.The modeled gravity was interpolated from observed gravity values.
 AB6722
 AB6722;                    North         East    Units  Estimated Accuracy
 AB6722;SPC NJ       -   107,640.      108,090.      MT  (+/- 180 meters Scaled)
 AB6722
 AB6722                          SUPERSEDED SURVEY CONTROL
 AB6722
 AB6722.No superseded survey control is available for this station.
 AB6722
 AB6722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK009057(NAD 83)
 AB6722_MARKER: DD = SURVEY DISK
 AB6722_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB6722_SP_SET: ROADWAY SLAB
 AB6722_STAMPING: 15930
 AB6722_MARK LOGO: NJGS  
 AB6722_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6722+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1995
 AB6722
 AB6722  HISTORY     - Date     Condition        Report By
 AB6722  HISTORY     - UNK      MONUMENTED       NJGS
 AB6722  HISTORY     - 19950914 GOOD             NJGS
 AB6722  HISTORY     - 20020616 GOOD             INDIV
 AB6722
 AB6722                          STATION DESCRIPTION
 AB6722
 AB6722'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6722'THE STATION IS LOCATED IN THE BOROUGH OF CLEMENTON ON THE EAST SIDE OF
 AB6722'ERIAL ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 AB6722'HIGHWAY 30 AND GIBBSBORO ROAD, GO SOUTHWEST ON GIBBSBORO ROAD FOR 0.6
 AB6722'MI (1.0 KM) TO THE JUNCTION WITH ERIAL ROAD.  CONTINUE AHEAD AND GO
 AB6722'SOUTH ON ERIAL ROAD FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT,
 AB6722'SET FLUSH IN A DRILL HOLE IN THE CONCRETE ROADWAY SLAB IN THE
 AB6722'NORTHBOUND LANES OF ERIAL ROAD.  THE STATION IS 80 FT (24.4 M) SOUTH
 AB6722'FROM THE CENTERLINE OF READING AVENUE, 9.9 FT (3.0 M) WEST FROM THE
 AB6722'EAST CURB OF ERIAL ROAD AND 16.9 FT (5.2 M) NORTHWEST FROM POLE NUMBER
 AB6722'C1764.
 AB6722
 AB6722                          STATION RECOVERY (2002)
 AB6722
 AB6722'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 AB6722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2045 ***********************************************************************
 KV2045  DESIGNATION -  16
 KV2045  PID         -  KV2045
 KV2045  STATE/COUNTY-  NJ/HUNTERDON
 KV2045  USGS QUAD   -  LUMBERVILLE (1997)
 KV2045
 KV2045                         *CURRENT SURVEY CONTROL
 KV2045  ___________________________________________________________________
 KV2045* NAD 83(1986)-  40 27 26.     (N)    075 04 08.     (W)     SCALED    
 KV2045* NAVD 88     -        31.931  (meters)     104.76   (feet)  ADJUSTED  
 KV2045  ___________________________________________________________________
 KV2045  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KV2045  DYNAMIC HT  -          31.915 (meters)     104.71  (feet)  COMP
 KV2045  MODELED GRAV-     980,135.4   (mgal)                       NAVD 88
 KV2045
 KV2045  VERT ORDER  -  FIRST     CLASS I
 KV2045
 KV2045.The horizontal coordinates were scaled from a topographic map and have
 KV2045.an estimated accuracy of +/- 6 seconds.
 KV2045
 KV2045.The orthometric height was determined by differential leveling
 KV2045.and adjusted by the National Geodetic Survey in June 1991..
 KV2045
 KV2045.The geoid height was determined by GEOID03.
 KV2045
 KV2045.The dynamic height is computed by dividing the NAVD 88
 KV2045.geopotential number by the normal gravity value computed on the
 KV2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2045.degrees latitude (g = 980.6199 gals.).
 KV2045
 KV2045.The modeled gravity was interpolated from observed gravity values.
 KV2045
 KV2045;                    North         East    Units  Estimated Accuracy
 KV2045;SPC NJ       -   180,430.      101,750.      MT  (+/- 180 meters Scaled)
 KV2045
 KV2045                          SUPERSEDED SURVEY CONTROL
 KV2045
 KV2045  NGVD 29 (01/10/92)   32.203  (m)          105.65   (f) ADJUSTED    1 1
 KV2045
 KV2045.Superseded values are not recommended for survey control.
 KV2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2045.See file dsdata.txt to determine how the superseded data were derived.
 KV2045
 KV2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK941785(NAD 83)
 KV2045_MARKER: B = BOLT
 KV2045_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV2045_SP_SET: HEADWALL
 KV2045_MARK LOGO: NONE  
 KV2045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2045+STABILITY: SURFACE MOTION
 KV2045_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2045+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1988
 KV2045
 KV2045  HISTORY     - Date     Condition        Report By
 KV2045  HISTORY     - UNK      MONUMENTED       PRR
 KV2045  HISTORY     - 1956     GOOD             CGS
 KV2045  HISTORY     - 19881010 GOOD             NJGS
 KV2045
 KV2045                          STATION DESCRIPTION
 KV2045
 KV2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV2045'4.8 MI SE FROM FRENCHTOWN.
 KV2045'4.8 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV2045'STATION AT FRENCHTOWN, ON TOP AND AT THE SOUTH END OF THE WEST
 KV2045'CONCRETE HEADWALL OF A LARGE 12-BY-10 FOOT BOX TYPE CULVERT
 KV2045'UNDER THE RAILROAD, 19.4 FEET WEST OF THE WEST RAIL, 1.3 FEET
 KV2045'NORTH OF THE SOUTH END OF THE HEADWALL AND 3 FEET BELOW THE
 KV2045'LEVEL OF THE TRACK.
 KV2045
 KV2045                          STATION RECOVERY (1988)
 KV2045
 KV2045'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV2045'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV2045'7.68 KM (4.75 MI) SOUTHEAST ALONG THE OLD RAILROAD GRADE FROM THE
 KV2045'FORMER STATION AT FRENCHTOWN, ON TOP AND AT THE SOUTH END OF THE WEST
 KV2045'CONCRETE HEADWALL OF A LARGE BOX CULVERT UNDER THE OLD RAILROAD GRADE.
 KV2045'THE SAME CULVERT PASSES UNDER ROUTE 29, STRUCTURE NUMBER 1008 159 AT
 KV2045'MILE POST 29.84, 0.4 M (1.3 FT) NORTH OF THE SOUTH END OF THE
 KV2045'HEADWALL, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6806 ***********************************************************************
 KV6806  DESIGNATION -  16 A 1
 KV6806  PID         -  KV6806
 KV6806  STATE/COUNTY-  NJ/PASSAIC
 KV6806  USGS QUAD   -  PATERSON (1995)
 KV6806
 KV6806                         *CURRENT SURVEY CONTROL
 KV6806  ___________________________________________________________________
 KV6806* NAD 83(1996)-  40 56 46.21850(N)    074 09 49.07348(W)     ADJUSTED  
 KV6806* NAVD 88     -        26.1    (meters)      86.     (feet)  GPS OBS   
 KV6806  ___________________________________________________________________
 KV6806  X           -   1,316,564.105 (meters)                     COMP
 KV6806  Y           -  -4,641,391.843 (meters)                     COMP
 KV6806  Z           -   4,157,905.889 (meters)                     COMP
 KV6806  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 KV6806  ELLIP HEIGHT-          -6.05  (meters)          (10/23/02) GPS OBS
 KV6806  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KV6806
 KV6806  HORZ ORDER  -  FIRST
 KV6806  ELLP ORDER  -  FOURTH    CLASS I
 KV6806
 KV6806.The horizontal coordinates were established by GPS observations
 KV6806.and adjusted by the National Geodetic Survey in May 1999..
 KV6806
 KV6806.The orthometric height was determined by GPS observations and a
 KV6806.high-resolution geoid model.
 KV6806
 KV6806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6806
 KV6806.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6806
 KV6806.The ellipsoidal height was determined by GPS observations
 KV6806.and is referenced to NAD 83.
 KV6806
 KV6806.The geoid height was determined by GEOID03.
 KV6806
 KV6806;                    North         East     Units Scale Factor Converg.
 KV6806;SPC NJ       -   234,624.839   178,320.626   MT  0.99990987   +0 13 13.6
 KV6806;SPC NJ       -   769,764.99    585,040.25   sFT  0.99990987   +0 13 13.6
 KV6806;UTM  18      - 4,533,118.387   570,397.422   MT  0.99966099   +0 32 53.3
 KV6806
 KV6806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6806!SPC NJ       -   1.00000095  x   0.99990987  =   0.99991082
 KV6806!UTM  18      -   1.00000095  x   0.99966099  =   0.99966194
 KV6806
 KV6806                          SUPERSEDED SURVEY CONTROL
 KV6806
 KV6806  ELLIP H (05/14/99)   -6.03   (m)                       GP(       ) 4 1
 KV6806  NAD 83(1996)-  40 56 46.21839(N)    074 09 49.07361(W) AD(       ) 1
 KV6806  NAD 83(1986)-  40 56 46.21727(N)    074 09 49.07511(W) AD(       ) 1
 KV6806
 KV6806.Superseded values are not recommended for survey control.
 KV6806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6806.See file dsdata.txt to determine how the superseded data were derived.
 KV6806
 KV6806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7039733118(NAD 83)
 KV6806_MARKER: DD = SURVEY DISK
 KV6806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6806_STAMPING: 16 A 1 1992
 KV6806_MARK LOGO: NJGS  
 KV6806_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6806+STABILITY: SURFACE MOTION
 KV6806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6806+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2006
 KV6806
 KV6806  HISTORY     - Date     Condition        Report By
 KV6806  HISTORY     - 1992     MONUMENTED       NJGS
 KV6806  HISTORY     - 19921030 GOOD             NJGS
 KV6806  HISTORY     - 20040624 GOOD             MACDEL
 KV6806  HISTORY     - 20060327 GOOD             AASCO
 KV6806
 KV6806                          STATION DESCRIPTION
 KV6806
 KV6806'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6806'THE STATION IS LOCATED IN THE BOROUGH OF HAWTHORNE ON THE EAST SIDE OF
 KV6806'GOFFLE ROAD ON THE GROUNDS OF GOFFLE BROOK PARK, ON TOP OF A GRASSY
 KV6806'KNOLL, JUST EAST OF A 4 FT (1.2 M) HIGH STONE MONUMENT WITH PLAQUE
 KV6806'ATTACHED SURROUNDED BY LANDSCAPED BUSHES.  TO REACH THE STATION FROM
 KV6806'THE INTERSECTION OF GOFFLE ROAD AND STATE HIGHWAY 208, GO SOUTHWEST
 KV6806'ON GOFFLE ROAD FOR 1.60 MI (2.57 KM) TO THE STATION AND THE GRASSY
 KV6806'KNOLL ON THE LEFT, JUST EAST OF A GRAVEL PARKING WITH A TELEPHONE
 KV6806'BOOTH AT THE NORTH END AND SURROUNDED BY 1 FT (0.3 M) SQUARE CONCRETE
 KV6806'POSTS. THE STATION IS ALSO 0.1 MI (0.2 KM) SOUTHWEST OF THE TEE
 KV6806'JUNCTION OF GOFFLE ROAD AND DIAMOND BRIDGE ROAD.  THE STATION IS 1.0
 KV6806'M (3.3 FT) EAST SOUTHEAST FROM AND NORMAL TO THE EAST FACE OF THE 4
 KV6806'FT (1.2 M) HIGH STONE MONUMENT, SITE OF THE FORMER GEORGE RYERSON
 KV6806'HOUSE AND THE ENCAMPMENT OF GENERAL LAFAYETTE IN 1780, 2.3 M
 KV6806'(7.5 FT) NORTHEAST FROM THE SOUTHEAST CORNER AND 2.1 M (6.9 FT)
 KV6806'SOUTHWEST FROM THE NORTHEAST CORNER.
 KV6806
 KV6806                          STATION RECOVERY (1992)
 KV6806
 KV6806'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV6806'RECOVERED IN GOOD CONDITION.
 KV6806
 KV6806                          STATION RECOVERY (2004)
 KV6806
 KV6806'RECOVERY NOTE BY MACDEL ENGINEERING 2004 (RFH)
 KV6806'RECOVERED AS DESCRIBED
 KV6806
 KV6806                          STATION RECOVERY (2006)
 KV6806
 KV6806'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV6806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6807 ***********************************************************************
 KV6807  DESIGNATION -  16 B 1
 KV6807  PID         -  KV6807
 KV6807  STATE/COUNTY-  NJ/PASSAIC
 KV6807  USGS QUAD   -  ORANGE (1981)
 KV6807
 KV6807                         *CURRENT SURVEY CONTROL
 KV6807  ___________________________________________________________________
 KV6807* NAD 83(1996)-  40 52 01.68355(N)    074 11 44.71760(W)     ADJUSTED  
 KV6807* NAVD 88     -       120.1    (meters)     394.     (feet)  GPS OBS   
 KV6807  ___________________________________________________________________
 KV6807  X           -   1,315,546.367 (meters)                     COMP
 KV6807  Y           -  -4,647,727.903 (meters)                     COMP
 KV6807  Z           -   4,151,333.652 (meters)                     COMP
 KV6807  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 KV6807  ELLIP HEIGHT-          87.83  (meters)          (10/23/02) GPS OBS
 KV6807  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KV6807
 KV6807  HORZ ORDER  -  FIRST
 KV6807  ELLP ORDER  -  FOURTH    CLASS I
 KV6807
 KV6807.The horizontal coordinates were established by GPS observations
 KV6807.and adjusted by the National Geodetic Survey in May 1999..
 KV6807
 KV6807.The orthometric height was determined by GPS observations and a
 KV6807.high-resolution geoid model.
 KV6807
 KV6807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6807
 KV6807.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6807
 KV6807.The ellipsoidal height was determined by GPS observations
 KV6807.and is referenced to NAD 83.
 KV6807
 KV6807.The geoid height was determined by GEOID03.
 KV6807
 KV6807;                    North         East     Units Scale Factor Converg.
 KV6807;SPC NJ       -   225,838.511   175,646.505   MT  0.99990809   +0 11 56.7
 KV6807;SPC NJ       -   740,938.51    576,266.91   sFT  0.99990809   +0 11 56.7
 KV6807;UTM  18      - 4,524,319.123   567,774.213   MT  0.99965653   +0 31 34.5
 KV6807
 KV6807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6807!SPC NJ       -   0.99998622  x   0.99990809  =   0.99989431
 KV6807!UTM  18      -   0.99998622  x   0.99965653  =   0.99964276
 KV6807
 KV6807                          SUPERSEDED SURVEY CONTROL
 KV6807
 KV6807  ELLIP H (05/14/99)   87.85   (m)                       GP(       ) 4 1
 KV6807  NAD 83(1996)-  40 52 01.68328(N)    074 11 44.71785(W) AD(       ) 1
 KV6807  NAD 83(1986)-  40 52 01.68152(N)    074 11 44.71970(W) AD(       ) 1
 KV6807
 KV6807.Superseded values are not recommended for survey control.
 KV6807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6807.See file dsdata.txt to determine how the superseded data were derived.
 KV6807
 KV6807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6777424319(NAD 83)
 KV6807_MARKER: DD = SURVEY DISK
 KV6807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6807_STAMPING: 16 B 1 1992
 KV6807_MARK LOGO: NJGS  
 KV6807_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6807+STABILITY: SURFACE MOTION
 KV6807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6807+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 KV6807
 KV6807  HISTORY     - Date     Condition        Report By
 KV6807  HISTORY     - 1992     MONUMENTED       NJGS
 KV6807  HISTORY     - 19921030 GOOD             NJGS
 KV6807  HISTORY     - 20050830 GOOD             INDIV
 KV6807  HISTORY     - 20060328 GOOD             KSENG
 KV6807
 KV6807                          STATION DESCRIPTION
 KV6807
 KV6807'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6807'THE STATION IS LOCATED IN LITTLE FALLS TOWNSHIP ON THE GROUNDS OF THE
 KV6807'MONTCLAIR STATE COLLEGE, WEST OF STUDENT PARKING LOT NUMBER 23, KNOWN
 KV6807'AS THE QUARRY, SOUTH OF DIOGUARDI FIELD, SOUTHWEST OF A WOODEN
 KV6807'SHELTER FOR A BUS STOP AND JUST NORTHEAST OF THE COLLEGE FIELD HOUSE,
 KV6807'A ONE STORY CONCRETE, FLAT ROOFED BUILDING ADJACENT TO AN ATHLETIC
 KV6807'FIELD. PERMISSION TO OCCUPY THE STATION SHOULD BE OBTAINED FROM MR.
 KV6807'JERRY QUINN, DIRECTOR OF FACILITIES PLANNING, MONTCLAIR STATE
 KV6807'COLLEGE, NORMAL AVENUE, UPPER MONTCLAIR, NEW JERSEY 07043, PHONE  201
 KV6807'893 4323.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 KV6807'HIGHWAY 3 WESTBOUND LANES AND THE RAMP FROM THE GARDEN STATE PARKWAY
 KV6807'AT EXIT 153B, GO WEST ON STATE HIGHWAY 3 FOR 1.0 MI (1.6 KM) TO THE
 KV6807'EXIT RAMP FOR VALLEY ROAD.  CONTINUE AHEAD ON THE RAMP FOR 0.05 MI
 KV6807'(0.08 KM) TO A STOP SIGN. TAKE JUGHANDLE AND GO SOUTH IN VALLEY ROAD
 KV6807'FOR 1.25 MI (2.01 KM) TO THE INTERSECTION WITH NORMAL AVENUE. TURN
 KV6807'RIGHT AND GO 0.35 MI (0.56 KM) NORTHWEST ON NORMAL AVENUE TO THE
 KV6807'INTERSECTION WITH UPPER MOUNTAIN AVENUE. TURN RIGHT AND GO NORTH FOR
 KV6807'0.25 MI (0.40 KM) ON UPPER MOUNTAIN AVENUE TO A FORK IN THE ROAD.
 KV6807'TAKE THE RIGHT FORK AND GO 0.2 MI (0.3 KM) NORTHEAST ON CLOVE ROAD TO
 KV6807'THE WEST ENTRANCE TO THE COLLEGE.  THIS ENTRANCE IS SOUTHWEST OF A
 KV6807'LARGE ANTENNA FOR THE NEW JERSEY NETWORK PUBLIC TELEVISON STATION AT
 KV6807'MONTCLAIR. TURN RIGHT AT THE ENTRANCE AND GO 0.45 ON THE PAVED ROAD
 KV6807'LEADING TO PARKING LOT NUMBER 23 AND THE STATION ON THE LEFT, SET
 KV6807'FLUSH WITH THE GROUND BEHIND A WOOD GUIDERAIL.  TO REACH THE STATION
 KV6807'FROM THE INTERSECTION OF STATE HIGHWAY 3 EASTBOUND LANES AND CLOVE
 KV6807'ROAD, JUST NORTH OF THE TWIN TOWERS RESTAURANT, GO SOUTHWEST ON CLOVE
 KV6807'ROAD FOR 0.70 MI (1.13 KM) TO THE WEST ENTRANCE TO THE COLLEGE.  THE
 KV6807'STATION IS 6.5 M (21.3 FT) NORTHWEST FROM THE WEST CURB OF THE ROAD
 KV6807'LEADING INTO THE STUDENT PARKING LOT NUMBER 23, 18.0 M (59.1 FT) EAST
 KV6807'NORTHEAST FROM THE NORTHEAST CORNER OF THE COLLEGE FIELD HOUSE
 KV6807'BUILDING, 8.1 M (26.6 FT) WEST FROM THE WEST CORNER OF THE WOOD
 KV6807'SHELTER AT A BUS STOP, 18.0 M (59.1 FT) WEST NORTHWEST FROM POLE
 KV6807'NUMBER 3232 ON THE EAST SIDE OF THE ROAD LEADING INTO THE PARKING
 KV6807'LOT, 11.8 M (38.7 FT) NORTHEAST FROM THE CENTER OF AN ASPHALT
 KV6807'SIDEWALK LEADING TO THE STEPS OF THE COLLEGE FIELD HOUSE AND 1.0 M
 KV6807'(3.3 FT) NORTHWEST FROM A 2.5 FT (0.8 M) HIGH WOOD GUIDERAIL.
 KV6807
 KV6807                          STATION RECOVERY (1992)
 KV6807
 KV6807'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV6807'RECOVERED IN GOOD CONDITION.
 KV6807
 KV6807                          STATION RECOVERY (2005)
 KV6807
 KV6807'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (TCS)
 KV6807'RECOVERED AS DESCRIBED , WITH THE EXCEPTION OF THE WOOD SHELTER AT A
 KV6807'BUS STOP, IS NOW A METAL AND GLASS SHELTER AT A BUS STOP.
 KV6807
 KV6807                          STATION RECOVERY (2006)
 KV6807
 KV6807'RECOVERY NOTE BY KS ENGINEERS PC 2006 (AE)
 KV6807'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6808 ***********************************************************************
 KV6808  DESIGNATION -  16 C 1
 KV6808  PID         -  KV6808
 KV6808  STATE/COUNTY-  NJ/PASSAIC
 KV6808  USGS QUAD   -  ORANGE (1981)
 KV6808
 KV6808                         *CURRENT SURVEY CONTROL
 KV6808  ___________________________________________________________________
 KV6808* NAD 83(1996)-  40 52 06.47536(N)    074 08 53.61755(W)     ADJUSTED  
 KV6808* NAVD 88     -        24.2    (meters)      79.     (feet)  GPS OBS   
 KV6808  ___________________________________________________________________
 KV6808  X           -   1,319,355.069 (meters)                     COMP
 KV6808  Y           -  -4,646,472.290 (meters)                     COMP
 KV6808  Z           -   4,151,382.738 (meters)                     COMP
 KV6808  LAPLACE CORR-           5.51  (seconds)                    DEFLEC99
 KV6808  ELLIP HEIGHT-          -7.99  (meters)          (10/23/02) GPS OBS
 KV6808  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KV6808
 KV6808  HORZ ORDER  -  FIRST
 KV6808  ELLP ORDER  -  FOURTH    CLASS I
 KV6808
 KV6808.The horizontal coordinates were established by GPS observations
 KV6808.and adjusted by the National Geodetic Survey in May 1999..
 KV6808
 KV6808.The orthometric height was determined by GPS observations and a
 KV6808.high-resolution geoid model.
 KV6808
 KV6808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6808
 KV6808.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6808
 KV6808.The ellipsoidal height was determined by GPS observations
 KV6808.and is referenced to NAD 83.
 KV6808
 KV6808.The geoid height was determined by GEOID03.
 KV6808
 KV6808;                    North         East     Units Scale Factor Converg.
 KV6808;SPC NJ       -   226,001.320   179,652.299   MT  0.99991082   +0 13 48.6
 KV6808;SPC NJ       -   741,472.66    589,409.25   sFT  0.99991082   +0 13 48.6
 KV6808;UTM  18      - 4,524,504.757   571,778.012   MT  0.99966341   +0 33 26.5
 KV6808
 KV6808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6808!SPC NJ       -   1.00000125  x   0.99991082  =   0.99991207
 KV6808!UTM  18      -   1.00000125  x   0.99966341  =   0.99966466
 KV6808
 KV6808                          SUPERSEDED SURVEY CONTROL
 KV6808
 KV6808  ELLIP H (05/14/99)   -7.98   (m)                       GP(       ) 4 1
 KV6808  NAD 83(1996)-  40 52 06.47514(N)    074 08 53.61776(W) AD(       ) 1
 KV6808  NAD 83(1986)-  40 52 06.47338(N)    074 08 53.61976(W) AD(       ) 1
 KV6808
 KV6808.Superseded values are not recommended for survey control.
 KV6808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6808.See file dsdata.txt to determine how the superseded data were derived.
 KV6808
 KV6808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7177824505(NAD 83)
 KV6808_MARKER: DD = SURVEY DISK
 KV6808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6808_SP_SET: CONCRETE POST
 KV6808_STAMPING: 16 C 1 1992
 KV6808_MARK LOGO: NJGS  
 KV6808_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6808+STABILITY: SURFACE MOTION
 KV6808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6808+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2005
 KV6808
 KV6808  HISTORY     - Date     Condition        Report By
 KV6808  HISTORY     - 1992     MONUMENTED       NJGS
 KV6808  HISTORY     - 20020323 GOOD             MSI
 KV6808  HISTORY     - 20050807 GOOD             GEOCAC
 KV6808
 KV6808                          STATION DESCRIPTION
 KV6808
 KV6808'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6808'THE STATION IS LOCATED IN THE CITY OF CLIFTON ON THE GROUNDS OF THE
 KV6808'WEASEL BROOK PARK.  TO REACH THE STATION FROM THE JUNCTION OF THE
 KV6808'EXIT RAMP LEADING FROM THE NORTHBOUND LANES OF THE GARDEN STATE
 KV6808'PARKWAY AND U.S. ROUTE 46 AT INTERCHANGE 154, GO EAST ON U.S. ROUTE
 KV6808'46 FOR 0.35 MI (0.56 KM) TO THE JUNCTION WITH PAULISON AVENUE.  TURN
 KV6808'RIGHT AND TAKE RAMP DOWN TO PAULISON AVENUE, TURN LEFT AND GO 0.9 MI
 KV6808'(1.4 KM) SOUTHEAST ON PAULISON AVENUE TO THE PARK AND THE STATION ON
 KV6808'THE LEFT, SET IN AN OPEN AREA SOUTH OF WEASEL BROOK.  THE STATION IS
 KV6808'ALSO 0.2 MI (0.3 KM) SOUTHEAST FROM THE CLIFTON POST OFFICE, MEASURED
 KV6808'ALONG PAULISON AVENUE.  THE STATION IS 73.8 M (242.1 FT) EAST FROM
 KV6808'THE EAST CURBLINE OF PAULISON AVENUE, 5.9 M (19.4 FT) SOUTHEAST FROM
 KV6808'THE CENTER OF A MANHOLE IN AN OPEN FIELD, 39.6 M (129.9 FT) SOUTHWEST
 KV6808'FROM THE SOUTHWEST END OF THE WEST METAL HANDRAIL OF THE SECOND
 KV6808'PEDESTRIAN BRIDGE EAST OF PAULISON AVENUE, 35.3 M (115.8 FT) EAST
 KV6808'FROM A 3 FT (0.9 M) DIAMETER MAPLE TREE, WHICH IS IN LINE WITH THE
 KV6808'EAST CURBLINE OF PARKVIEW TERRACE, A DEAD END STREET ON THE SOUTH
 KV6808'SIDE OF THE PARK, 29.7 M (97.4 FT) SOUTH FROM A 1.25 FT (0.38 M)
 KV6808'DIAMETER MAPLE TREE, JUST SOUTH FROM A PARK BENCH AND 39.7 M
 KV6808'(130.2 FT) WEST FROM A 2 FT (0.6 M) DIAMETER MAPLE TREE.  THE STATION
 KV6808'IS SET FLUSH WITH THE GROUND.
 KV6808
 KV6808                          STATION RECOVERY (2002)
 KV6808
 KV6808'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 2002 (DHM)
 KV6808'RECOVERED IN GOOD CONDITION.
 KV6808
 KV6808                          STATION RECOVERY (2005)
 KV6808
 KV6808'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV6808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6901 ***********************************************************************
 KV6901  DESIGNATION -  16 E 1
 KV6901  PID         -  KV6901
 KV6901  STATE/COUNTY-  NJ/PASSAIC
 KV6901  USGS QUAD   -  POMPTON PLAINS (1995)
 KV6901
 KV6901                         *CURRENT SURVEY CONTROL
 KV6901  ___________________________________________________________________
 KV6901* NAD 83(1996)-  40 54 08.17735(N)    074 15 24.07475(W)     ADJUSTED  
 KV6901* NAVD 88     -        61.9    (meters)     203.     (feet)  GPS OBS   
 KV6901  ___________________________________________________________________
 KV6901  X           -   1,309,897.937 (meters)                     COMP
 KV6901  Y           -  -4,646,623.634 (meters)                     COMP
 KV6901  Z           -   4,154,245.560 (meters)                     COMP
 KV6901  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 KV6901  ELLIP HEIGHT-          29.51  (meters)          (10/23/02) GPS OBS
 KV6901  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV6901
 KV6901  HORZ ORDER  -  FIRST
 KV6901  ELLP ORDER  -  FOURTH    CLASS I
 KV6901
 KV6901.The horizontal coordinates were established by GPS observations
 KV6901.and adjusted by the National Geodetic Survey in May 1999..
 KV6901
 KV6901.The orthometric height was determined by GPS observations and a
 KV6901.high-resolution geoid model.
 KV6901
 KV6901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6901
 KV6901.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6901
 KV6901.The ellipsoidal height was determined by GPS observations
 KV6901.and is referenced to NAD 83.
 KV6901
 KV6901.The geoid height was determined by GEOID03.
 KV6901
 KV6901;                    North         East     Units Scale Factor Converg.
 KV6901;SPC NJ       -   229,724.109   170,499.314   MT  0.99990517   +0 09 33.5
 KV6901;SPC NJ       -   753,686.51    559,379.83   sFT  0.99990517   +0 09 33.5
 KV6901;UTM  18      - 4,528,174.274   562,606.224   MT  0.99964824   +0 29 12.2
 KV6901
 KV6901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6901!SPC NJ       -   0.99999537  x   0.99990517  =   0.99990054
 KV6901!UTM  18      -   0.99999537  x   0.99964824  =   0.99964361
 KV6901
 KV6901                          SUPERSEDED SURVEY CONTROL
 KV6901
 KV6901  ELLIP H (05/14/99)   29.53   (m)                       GP(       ) 4 1
 KV6901  NAD 83(1996)-  40 54 08.17711(N)    074 15 24.07503(W) AD(       ) 1
 KV6901  NAD 83(1986)-  40 54 08.17577(N)    074 15 24.07638(W) AD(       ) 1
 KV6901
 KV6901.Superseded values are not recommended for survey control.
 KV6901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6901.See file dsdata.txt to determine how the superseded data were derived.
 KV6901
 KV6901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6260628174(NAD 83)
 KV6901_MARKER: DD = SURVEY DISK
 KV6901_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6901_SP_SET: WEST ABUTMENT BACKWALL HEADER
 KV6901_STAMPING: 16 E 1 1992
 KV6901_MARK LOGO: NJGS  
 KV6901_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6901+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KV6901
 KV6901  HISTORY     - Date     Condition        Report By
 KV6901  HISTORY     - 1992     MONUMENTED       NJGS
 KV6901
 KV6901                          STATION DESCRIPTION
 KV6901
 KV6901'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6901'THE STATION IS LOCATED IN WAYNE TOWNSHIP ON THE WEST SIDE OF THE
 KV6901'BRIDGE CARRYING DEMAREST DRIVE OVER STATE HIGHWAY 23, STRUCTURE
 KV6901'NUMBER 1604171.  TO REACH THE STATION FROM THE JUNCTION OF THE
 KV6901'WESTBOUND LANES OF INTERSTATE HIGHWAY 80 AND THE JUNCTION OF STATE
 KV6901'HIGHWAY 23 AND U.S. HIGHWAY 46 AT INTERCHANGE 53, GO ABOUT 0.4 MI
 KV6901'(0.64 KM) NORTH ON ROUTE 23 TO THE RAMP FOR THE SERVICE ROAD ON THE
 KV6901'RIGHT.  CONTINUE AHEAD AND GO NORTH ON THE SERVICE ROAD FOR 0.2 MI
 KV6901'(0.32 KM) TO THE RAMP LEADING TO DEMAREST DRIVE AND THE BRIDGE OVER
 KV6901'STATE HIGHWAY 23.  GO WEST ON DEMAREST DRIVE TO THE WEST SIDE OF THE
 KV6901'BRIDGE AND THE STATION ON THE LEFT, CEMENTED FLUSH IN A DRILL HOLE IN
 KV6901'THE TOP OF THE WEST ABUTMENT BACKWALL HEADER IN THE CENTER MEDIAN.
 KV6901'THE STATION IS 1.25 M (4.10 FT) SOUTHEAST FROM THE NORTHWEST EDGE OF
 KV6901'THE CENTER MEDIAN, 0.5 M (1.64 FT) NORTHWEST FROM THE SOUTHEAST EDGE
 KV6901'OF THE CENTER MEDIAN, 5.5 M (18.04 FT) SOUTHEAST FROM THE CENTERLINE
 KV6901'OF THE WESTBOUND LANES OF DEMAREST DRIVE, 39.0 M (127.95 FT)
 KV6901'SOUTHWEST FROM THE CENTER OF THE BRIDGE AND 14.0 M (45.93 FT)
 KV6901'NORTHWEST FROM THE NUMBER FOUR IN THE DATE PANEL AT THE SOUTH END OF
 KV6901'THE WEST CONCRETE PARAPET PYLON.  THE STATION IS ABOUT 0.2 M
 KV6901'(0.66 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6902 ***********************************************************************
 KV6902  DESIGNATION -  16 F 1
 KV6902  PID         -  KV6902
 KV6902  STATE/COUNTY-  NJ/PASSAIC
 KV6902  USGS QUAD   -  POMPTON PLAINS (1995)
 KV6902
 KV6902                         *CURRENT SURVEY CONTROL
 KV6902  ___________________________________________________________________
 KV6902* NAD 83(1996)-  40 56 53.03843(N)    074 16 34.79473(W)     ADJUSTED  
 KV6902* NAVD 88     -        63.9    (meters)     210.     (feet)  GPS OBS   
 KV6902  ___________________________________________________________________
 KV6902  X           -   1,307,402.315 (meters)                     COMP
 KV6902  Y           -  -4,643,867.154 (meters)                     COMP
 KV6902  Z           -   4,158,089.435 (meters)                     COMP
 KV6902  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 KV6902  ELLIP HEIGHT-          31.55  (meters)          (10/23/02) GPS OBS
 KV6902  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV6902
 KV6902  HORZ ORDER  -  FIRST
 KV6902  ELLP ORDER  -  FOURTH    CLASS I
 KV6902
 KV6902.The horizontal coordinates were established by GPS observations
 KV6902.and adjusted by the National Geodetic Survey in May 1999..
 KV6902
 KV6902.The orthometric height was determined by GPS observations and a
 KV6902.high-resolution geoid model.
 KV6902
 KV6902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6902
 KV6902.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6902
 KV6902.The ellipsoidal height was determined by GPS observations
 KV6902.and is referenced to NAD 83.
 KV6902
 KV6902.The geoid height was determined by GEOID03.
 KV6902
 KV6902;                    North         East     Units Scale Factor Converg.
 KV6902;SPC NJ       -   234,804.808   168,831.246   MT  0.99990436   +0 08 47.7
 KV6902;SPC NJ       -   770,355.44    553,907.18   sFT  0.99990436   +0 08 47.7
 KV6902;UTM  18      - 4,533,244.048   560,909.576   MT  0.99964566   +0 28 27.4
 KV6902
 KV6902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6902!SPC NJ       -   0.99999505  x   0.99990436  =   0.99989941
 KV6902!UTM  18      -   0.99999505  x   0.99964566  =   0.99964071
 KV6902
 KV6902                          SUPERSEDED SURVEY CONTROL
 KV6902
 KV6902  ELLIP H (05/14/99)   31.57   (m)                       GP(       ) 4 1
 KV6902  NAD 83(1996)-  40 56 53.03823(N)    074 16 34.79500(W) AD(       ) 1
 KV6902  NAD 83(1986)-  40 56 53.03694(N)    074 16 34.79633(W) AD(       ) 1
 KV6902
 KV6902.Superseded values are not recommended for survey control.
 KV6902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6902.See file dsdata.txt to determine how the superseded data were derived.
 KV6902
 KV6902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6091033244(NAD 83)
 KV6902_MARKER: DD = SURVEY DISK
 KV6902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6902_SP_SET: CONCRETE POST
 KV6902_STAMPING: 16 F 1 1992
 KV6902_MARK LOGO: NJGS  
 KV6902_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6902+STABILITY: SURFACE MOTION
 KV6902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6902+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KV6902
 KV6902  HISTORY     - Date     Condition        Report By
 KV6902  HISTORY     - 1992     MONUMENTED       NJGS
 KV6902
 KV6902                          STATION DESCRIPTION
 KV6902
 KV6902'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6902'THE STATION IS LOCATED IN WAYNE TOWNSHIP ON THE SOUTHWEST SIDE OF
 KV6902'KENNEL COURT, A DEAD END ROAD ON THE WEST SIDE OF STATE HIGHWAY 23.
 KV6902'TO REACH THE STATION FROM THE JUNCTION OF THE SERVICE ROAD ALONG THE
 KV6902'NORTHBOUND LANES OF STATE HIGHWAY 23 AND RATZER ROAD, COUNTY 504, GO
 KV6902'NORTH ON OAK RIDGE ROAD FOR 0.1 MI (0.16 KM) TO A SIDE ROAD ON THE
 KV6902'LEFT LEADING TO STATE HIGHWAY 23.  TURN LEFT ON THE SIDE ROAD AND GO
 KV6902'WEST FOR 0.1 MI (0.16 KM) TO THE TEE INTERSECTION WITH STATE HIGHWAY
 KV6902'23 AT A TRAFFIC LIGHT.  PASS THROUGH THE LIGHT, TURN LEFT AND GO
 KV6902'SOUTH ON STATE HIGHWAY 23 FOR 0.05 MI (0.08 KM) TO THE TEE JUNCTION
 KV6902'WITH KENNEL COURT ON THE RIGHT, OPPOSITE AND ACROSS THE HIGHWAY FROM
 KV6902'THE WAYNE LINCOLN MERCURY AUTO DEALERSHIP.  TURN RIGHT AND GO WEST ON
 KV6902'KENNEL COURT FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT, SET
 KV6902'FLUSH WITH THE GROUND, NORTHWEST FROM AN AUTO STORAGE YARD FOR THE
 KV6902'AUTO DEALERSHIP.  TO REACH THE STATION FROM THE JUNCTION OF THE
 KV6902'BRIDGE CARRYING STATE HIGHWAY 23 OVER THE POMPTON RIVER, GO SOUTHEAST
 KV6902'ON STATE HIGHWAY 23 FOR 0.25 MI (0.40 KM) TO THE TEE JUNCTION WITH
 KV6902'KENNEL COURT ON THE RIGHT.  TURN RIGHT AND GO WEST ON KENNEL COURT
 KV6902'FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.  THE STATION IS 5.1
 KV6902'M (16.73 FT) WEST NORTHWEST FROM AN INLET ON THE SOUTH SIDE OF KENNEL
 KV6902'COURT, 11.9 M (39.04 FT) SOUTH SOUTHWEST FROM AN INLET ON THE
 KV6902'NORTHEAST SIDE OF KENNEL COURT, 0.9 M (2.95 FT) SOUTH FROM THE SOUTH
 KV6902'CURB OF KENNEL COURT, 31.8 M (104.33 FT) WEST SOUTHWEST FROM A GUY
 KV6902'POLE WITH COLLISION DAMAGE IN A LANDSCAPED GRASS ISLAND SEPARATING
 KV6902'KENNEL COURT FROM A PAVED TURN AROUND LEADING TO THE NORTHBOUND LANES
 KV6902'OF STATE HIGHWAY 23, 6.0 M (19.68 FT) SOUTHWEST FROM AND RADIAL TO
 KV6902'THE CENTERLINE OF KENNEL COURT, 26.1 M (85.63 FT) SOUTH SOUTHWEST
 KV6902'FROM AND RADIAL TO THE CENTERLINE OF THE TURN AROUND AND 31.7 M
 KV6902'(104.00 FT) SOUTHWEST FROM A METAL POLE ON THE NORTHEAST SIDE OF THE
 KV6902'TURN AROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6904 ***********************************************************************
 KV6904  DESIGNATION -  16 H 1
 KV6904  PID         -  KV6904
 KV6904  STATE/COUNTY-  NJ/PASSAIC
 KV6904  USGS QUAD   -  PATERSON (1995)
 KV6904
 KV6904                         *CURRENT SURVEY CONTROL
 KV6904  ___________________________________________________________________
 KV6904* NAD 83(1996)-  40 55 42.07926(N)    074 14 00.24537(W)     ADJUSTED  
 KV6904* NAVD 88     -        61.9    (meters)     203.     (feet)  GPS OBS   
 KV6904  ___________________________________________________________________
 KV6904  X           -   1,311,270.809 (meters)                     COMP
 KV6904  Y           -  -4,644,265.145 (meters)                     COMP
 KV6904  Z           -   4,156,434.563 (meters)                     COMP
 KV6904  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 KV6904  ELLIP HEIGHT-          29.57  (meters)          (10/23/02) GPS OBS
 KV6904  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KV6904
 KV6904  HORZ ORDER  -  FIRST
 KV6904  ELLP ORDER  -  FOURTH    CLASS I
 KV6904
 KV6904.The horizontal coordinates were established by GPS observations
 KV6904.and adjusted by the National Geodetic Survey in May 1999..
 KV6904
 KV6904.The orthometric height was determined by GPS observations and a
 KV6904.high-resolution geoid model.
 KV6904
 KV6904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6904
 KV6904.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6904
 KV6904.The ellipsoidal height was determined by GPS observations
 KV6904.and is referenced to NAD 83.
 KV6904
 KV6904.The geoid height was determined by GEOID03.
 KV6904
 KV6904;                    North         East     Units Scale Factor Converg.
 KV6904;SPC NJ       -   232,626.212   172,452.352   MT  0.99990620   +0 10 28.8
 KV6904;SPC NJ       -   763,207.83    565,787.42   sFT  0.99990620   +0 10 28.8
 KV6904;UTM  18      - 4,531,086.748   564,542.147   MT  0.99965127   +0 30 08.0
 KV6904
 KV6904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6904!SPC NJ       -   0.99999536  x   0.99990620  =   0.99990156
 KV6904!UTM  18      -   0.99999536  x   0.99965127  =   0.99964663
 KV6904
 KV6904                          SUPERSEDED SURVEY CONTROL
 KV6904
 KV6904  ELLIP H (05/14/99)   29.59   (m)                       GP(       ) 4 1
 KV6904  NAD 83(1996)-  40 55 42.07910(N)    074 14 00.24558(W) AD(       ) 1
 KV6904  NAD 83(1986)-  40 55 42.07787(N)    074 14 00.24703(W) AD(       ) 1
 KV6904
 KV6904.Superseded values are not recommended for survey control.
 KV6904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6904.See file dsdata.txt to determine how the superseded data were derived.
 KV6904
 KV6904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6454231087(NAD 83)
 KV6904_MARKER: DD = SURVEY DISK
 KV6904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6904_SP_SET: CONCRETE POST
 KV6904_STAMPING: 16 H 1 1992
 KV6904_MARK LOGO: NJGS  
 KV6904_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6904+STABILITY: SURFACE MOTION
 KV6904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6904+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2006
 KV6904
 KV6904  HISTORY     - Date     Condition        Report By
 KV6904  HISTORY     - 1992     MONUMENTED       NJGS
 KV6904  HISTORY     - 20060418 GOOD             AASCO
 KV6904
 KV6904                          STATION DESCRIPTION
 KV6904
 KV6904'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6904'THE STATION IS LOCATED IN WAYNE TOWNSHIP ON THE SOUTHWEST SIDE OF
 KV6904'NELLIS DRIVE, ACROSS THE ROAD FROM A PARKING LOT IN FRONT OF THE
 KV6904'WAYNE TOWNSHIP TENNIS COURTS, NORTHWEST OF THE JAY CODY BASKETBALL
 KV6904'COURT, NORTHEAST OF SEVERAL MORE TENNIS COURTS AND EAST SOUTHEAST OF
 KV6904'SEVERAL PADDLE BALL COURTS.  TO REACH THE STATION FROM THE JUNCTION
 KV6904'OF THE RAMP LEADING FROM THE EASTBOUND LANES OF U.S. HIGHWAY 46 AND
 KV6904'RIVERVIEW DRIVE, GO NORTHWEST ON RIVERVIEW DRIVE, PASSING UNDER
 KV6904'INTERSTATE HIGHWAY 80, FOR 1.55 MI (2.49 KM) TO THE SKEWED TEE
 KV6904'INTERSECTION WITH VALLEY ROAD ON THE RIGHT.  TURN RIGHT AND GO
 KV6904'NORTHEAST ON VALLEY ROAD FOR 1.0 MI (1.61 KM) TO THE CROSSROADS
 KV6904'INTERSECTION WITH RUNNYMEDE DRIVE TO THE SOUTHEAST AND NELLIS DRIVE
 KV6904'TO THE NORTHWEST.  TURN LEFT ON NELLIS DRIVE, THE WAYNE TOWNSHIP
 KV6904'PUBLIC LIBRARY IS ON THE RIGHT, AND GO WEST THEN NORTHWEST FOR 0.15
 KV6904'MI (0.24 KM) TO THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND.
 KV6904'THE STATION IS 2.9 M (9.51 FT) SOUTHWEST FROM THE SOUTHWEST CURB OF
 KV6904'NELLIS DRIVE, 9.0 M (29.53 FT) SOUTHWEST FROM THE CENTERLINE OF
 KV6904'NELLIS DRIVE, 17.6 M (57.74 FT) NORTHWEST FROM THE NORTHWEST CORNER
 KV6904'OF A 10 FT (3.05 M) HIGH CHAIN LINK FENCE SURROUNDING THE JAY CODY
 KV6904'BASKETBALL COURT, 21.1 M (69.23 FT) SOUTHEAST FROM POLE NUMBER 67458
 KV6904'W, 33.3 M (109.25 FT) WEST NORTHWEST FROM A METAL DRINKING WATER
 KV6904'FOUNTAIN AT THE ENTRANCE TO THE JAY CODY BASKETBALL COURT AND 33.1 M
 KV6904'(108.60 FT) EAST SOUTHEAST FROM THE NORTHEAST CORNER OF A 15 FT
 KV6904'(4.57 M) HIGH WOOD AND WIRE ENCLOSURE SURROUNDING THE PADDLE BALL
 KV6904'COURTS.
 KV6904
 KV6904                          STATION RECOVERY (2006)
 KV6904
 KV6904'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV6904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2916 ***********************************************************************
 LY2916  CBN         -  This is a Cooperative Base Network Control Station.
 LY2916  DESIGNATION -  16 J 1
 LY2916  PID         -  LY2916
 LY2916  STATE/COUNTY-  NJ/PASSAIC
 LY2916  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY2916
 LY2916                         *CURRENT SURVEY CONTROL
 LY2916  ___________________________________________________________________
 LY2916* NAD 83(1996)-  41 00 52.29263(N)    074 22 55.86893(W)     ADJUSTED  
 LY2916* NAVD 88     -       153.065  (meters)     502.18   (feet)  ADJUSTED  
 LY2916  ___________________________________________________________________
 LY2916  X           -   1,297,535.563 (meters)                     COMP
 LY2916  Y           -  -4,641,677.884 (meters)                     COMP
 LY2916  Z           -   4,163,719.755 (meters)                     COMP
 LY2916  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 LY2916  ELLIP HEIGHT-         120.74  (meters)          (09/24/01) GPS OBS
 LY2916  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LY2916  DYNAMIC HT  -         152.999 (meters)     501.96  (feet)  COMP
 LY2916  MODELED GRAV-     980,192.6   (mgal)                       NAVD 88
 LY2916
 LY2916  HORZ ORDER  -  A
 LY2916  VERT ORDER  -  SECOND    CLASS I
 LY2916  ELLP ORDER  -  FOURTH    CLASS I
 LY2916
 LY2916.The horizontal coordinates were established by GPS observations
 LY2916.and adjusted by the National Geodetic Survey in September 2001..
 LY2916
 LY2916.The orthometric height was determined by differential leveling
 LY2916.and adjusted by the National Geodetic Survey in October 1996..
 LY2916
 LY2916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2916
 LY2916.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2916
 LY2916.The ellipsoidal height was determined by GPS observations
 LY2916.and is referenced to NAD 83.
 LY2916
 LY2916.The geoid height was determined by GEOID03.
 LY2916
 LY2916.The dynamic height is computed by dividing the NAVD 88
 LY2916.geopotential number by the normal gravity value computed on the
 LY2916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2916.degrees latitude (g = 980.6199 gals.).
 LY2916
 LY2916.The modeled gravity was interpolated from observed gravity values.
 LY2916
 LY2916;                    North         East     Units Scale Factor Converg.
 LY2916;SPC NJ       -   242,167.230   159,909.152   MT  0.99990121   +0 04 38.3
 LY2916;SPC NJ       -   794,510.32    524,635.28   sFT  0.99990121   +0 04 38.3
 LY2916;UTM  18      - 4,540,553.360   551,947.852   MT  0.99963321   +0 24 19.6
 LY2916
 LY2916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2916!SPC NJ       -   0.99998106  x   0.99990121  =   0.99988227
 LY2916!UTM  18      -   0.99998106  x   0.99963321  =   0.99961428
 LY2916
 LY2916                          SUPERSEDED SURVEY CONTROL
 LY2916
 LY2916  NAD 83(1996)-  41 00 52.29236(N)    074 22 55.86877(W) AD(       ) 1
 LY2916  ELLIP H (05/14/99)  120.75   (m)                       GP(       ) 4 1
 LY2916  NAD 83(1996)-  41 00 52.29220(N)    074 22 55.86901(W) AD(       ) 1
 LY2916  ELLIP H (04/30/95)  120.72   (m)                       GP(       ) 3 2
 LY2916  NAD 83(1986)-  41 00 52.29208(N)    074 22 55.87048(W) AD(       ) 1
 LY2916  NAVD 88 (09/24/01)  153.06   (m)          502.2    (f) LEVELING    3  
 LY2916
 LY2916.Superseded values are not recommended for survey control.
 LY2916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2916.See file dsdata.txt to determine how the superseded data were derived.
 LY2916
 LY2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5194840553(NAD 83)
 LY2916_MARKER: DD = SURVEY DISK
 LY2916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2916_SP_SET: CONCRETE POST
 LY2916_STAMPING: 16 J 1 1993
 LY2916_MARK LOGO: NJGS  
 LY2916_PROJECTION: FLUSH
 LY2916_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2916+STABILITY: SURFACE MOTION
 LY2916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2916+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2006
 LY2916
 LY2916  HISTORY     - Date     Condition        Report By
 LY2916  HISTORY     - 1993     MONUMENTED       NJGS
 LY2916  HISTORY     - 19930914 GOOD             NJGS
 LY2916  HISTORY     - 19940520 GOOD             NJGS
 LY2916  HISTORY     - 20001003 GOOD             NJGS
 LY2916  HISTORY     - 20010725 GOOD             NJGS
 LY2916  HISTORY     - 20020619 GOOD             AASCO
 LY2916  HISTORY     - 20050404 GOOD             JCLS
 LY2916  HISTORY     - 20050405 GOOD             JCLS
 LY2916  HISTORY     - 20060920 GOOD             AASCO
 LY2916
 LY2916                          STATION DESCRIPTION
 LY2916
 LY2916'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 LY2916'THE STATION IS LOCATED IN WEST MILFORD TOWNSHIP AT THE WEST END OF AN
 LY2916'ELONGATED TRIANGULAR SHAPED GRASS MEDIAN AT THE CONFLUENCE OF THE
 LY2916'NORTHBOUND AND THE SOUTHBOUND LANES OF STATE HIGHWAY 23.  TO REACH
 LY2916'THE STATION FROM THE INTERSECTION OF THE SOUTHBOUND LANES OF STATE
 LY2916'HIGHWAY 23 AND COUNTY ROAD 513, GREEN POND ROAD, IN NEWFOUNDLAND, GO
 LY2916'EAST SOUTHEAST ON STATE HIGHWAY 23 FOR 4.15 MI (6.68 KM) TO THE
 LY2916'STATION ON THE LEFT, NEAR MILEPOINT MARKER 17.75, EAST OF A TURN
 LY2916'AROUND LEADING TO THE NORTHBOUND LANES OF STATE HIGHWAY 23 AND ABOUT
 LY2916'0.05 MI (0.08 KM) EAST OF CULVERT NUMBER 1605151, STATE HIGHWAY 23
 LY2916'OVER APSHAWA BROOK.  THE STATION IS 11.8 M (38.7 FT) SOUTH FROM THE
 LY2916'SOUTH EDGE OF PAVEMENT OF THE NORTHBOUND LANES OF STATE HIGHWAY 23,
 LY2916'13.2 M (43.3 FT) NORTH FROM THE NORTH EDGE OF PAVEMENT OF THE
 LY2916'SOUTHBOUND LANES OF STATE HIGHWAY 23, 17.9 M (58.7 FT) NORTHEAST FROM
 LY2916'A UTILITY JUNCTION BOX, 36.7 M (120.4 FT) EAST NORTHEAST FROM POLE
 LY2916'NUMBER JC 1308, 29.0 M (95.1 FT) EAST NORTHEAST FROM A UTILITY
 LY2916'JUNCTION BOX, 17.6 M (57.7 FT) EAST FROM A MANHOLE AT THE EAST EDGE
 LY2916'OF THE TURN AROUND AND 25.5 M (83.7 FT) SOUTHEAST FROM A UTILITY
 LY2916'JUNCTION BOX.
 LY2916
 LY2916                          STATION RECOVERY (1994)
 LY2916
 LY2916'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 LY2916'THE STATION IS LOCATED IN WEST MILFORD TOWNSHIP AT THE WEST END OF AN
 LY2916'ELONGATED TRIANGULAR SHAPED GRASS MEDIAN AT THE CONFLUENCE OF THE
 LY2916'NORTHBOUND AND THE SOUTHBOUND LANES OF STATE HIGHWAY 23.  TO REACH THE
 LY2916'STATION FROM INTERCHANGE 52B OF INTERSTATE HIGHWAY 287 AND STATE ROUTE
 LY2916'23, GO 4.9 MI (7.9 KM) NORTH ON STATE ROUTE 23 TO THE STATION ON THE
 LY2916'LEFT.  TO REACH THE STATION FROM THE INTERSECTION OF THE SOUTHBOUND
 LY2916'LANES OF STATE HIGHWAY 23 AND COUNTY ROAD 513, GREEN POND ROAD, IN
 LY2916'NEWFOUNDLAND, GO EAST SOUTHEAST ON STATE HIGHWAY 23 FOR 4.15 MI (6.68
 LY2916'KM) TO THE STATION ON THE LEFT, NEAR MILEPOINT MARKER 17.75, EAST OF A
 LY2916'TURN AROUND LEADING TO THE NORTHBOUND LANES OF STATE HIGHWAY 23 AND
 LY2916'ABOUT 0.05 MI (0.08 KM) EAST OF CULVERT NUMBER 1605151, STATE HIGHWAY
 LY2916'23 OVER APSHAWA BROOK. THE STATION IS 11.8 M (38.7 FT) SOUTH FROM THE
 LY2916'SOUTH EDGE OF PAVEMENT OF THE NORTHBOUND LANES OF STATE HIGHWAY 23,
 LY2916'13.2 M (43.3 FT) NORTH FROM THE NORTH EDGE OF PAVEMENT OF THE
 LY2916'SOUTHBOUND LANES OF STATE HIGHWAY 23, 17.9 M (58.7 FT) NORTHEAST FROM
 LY2916'A UTILITY JUNCTION BOX, 36.7 M (120.4 FT) EAST NORTHEAST FROM POLE
 LY2916'NUMBER JC 1308, 29.0 M (95.1 FT) EAST NORTHEAST FROM A UTILITY
 LY2916'JUNCTION BOX, 17.6 M (57.7 FT) EAST FROM A MANHOLE AT THE EAST EDGE OF
 LY2916'THE TURN AROUND AND 25.5 M (83.7 FT) SOUTHEAST FROM A UTILITY JUNCTION
 LY2916'BOX.
 LY2916
 LY2916                          STATION RECOVERY (2000)
 LY2916
 LY2916'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (FAC)
 LY2916'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTION.  THE
 LY2916'TO REACH EXIT DESIGNATION IS 52A INSTEAD OF 52B.
 LY2916'THE STATION IS DIRECTLY OPPOSITE AND ACROSS THE NORTHBOUND
 LY2916'LANES OF STATE ROUTE 23 FROM A 2 STORY FRAME BUILDING FOR A
 LY2916'SPORTSMANS CENTER, THE GREAT OUTDOORS.
 LY2916'
 LY2916
 LY2916                          STATION RECOVERY (2001)
 LY2916
 LY2916'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 LY2916'RECOVERED AS DESCRIBED
 LY2916'
 LY2916
 LY2916                          STATION RECOVERY (2002)
 LY2916
 LY2916'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (GLB)
 LY2916'RECOVERED IN GOOD CONDITION.
 LY2916
 LY2916                          STATION RECOVERY (2005)
 LY2916
 LY2916'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 LY2916'RECOVERED IN GOOD CONDITION.
 LY2916
 LY2916                          STATION RECOVERY (2005)
 LY2916
 LY2916'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 LY2916'RECOVERED IN GOOD CONDITION.
 LY2916
 LY2916                          STATION RECOVERY (2006)
 LY2916
 LY2916'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 LY2916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2918 ***********************************************************************
 KV2918  DESIGNATION -  1601
 KV2918  PID         -  KV2918
 KV2918  STATE/COUNTY-  NJ/SOMERSET
 KV2918  USGS QUAD   -  RARITAN (1981)
 KV2918
 KV2918                         *CURRENT SURVEY CONTROL
 KV2918  ___________________________________________________________________
 KV2918* NAD 83(1986)-  40 34 32.     (N)    074 37 43.     (W)     SCALED    
 KV2918* NAVD 88     -        28.224  (meters)      92.60   (feet)  ADJUSTED  
 KV2918  ___________________________________________________________________
 KV2918  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KV2918  DYNAMIC HT  -          28.211 (meters)      92.56  (feet)  COMP
 KV2918  MODELED GRAV-     980,174.4   (mgal)                       NAVD 88
 KV2918
 KV2918  VERT ORDER  -  FIRST     CLASS II
 KV2918
 KV2918.The horizontal coordinates were scaled from a topographic map and have
 KV2918.an estimated accuracy of +/- 6 seconds.
 KV2918
 KV2918.The orthometric height was determined by differential leveling
 KV2918.and adjusted by the National Geodetic Survey in June 1991..
 KV2918
 KV2918.The geoid height was determined by GEOID03.
 KV2918
 KV2918.The dynamic height is computed by dividing the NAVD 88
 KV2918.geopotential number by the normal gravity value computed on the
 KV2918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2918.degrees latitude (g = 980.6199 gals.).
 KV2918
 KV2918.The modeled gravity was interpolated from observed gravity values.
 KV2918
 KV2918;                    North         East    Units  Estimated Accuracy
 KV2918;SPC NJ       -   193,430.      139,110.      MT  (+/- 180 meters Scaled)
 KV2918
 KV2918                          SUPERSEDED SURVEY CONTROL
 KV2918
 KV2918  NGVD 29 (01/10/92)   28.493  (m)           93.48   (f) ADJUSTED    1 2
 KV2918
 KV2918.Superseded values are not recommended for survey control.
 KV2918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2918.See file dsdata.txt to determine how the superseded data were derived.
 KV2918
 KV2918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK314917(NAD 83)
 KV2918_MARKER: DB = BENCH MARK DISK
 KV2918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2918_SP_SET: CONCRETE POST
 KV2918_STAMPING: 1601
 KV2918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2918+STABILITY: SURFACE MOTION
 KV2918
 KV2918  HISTORY     - Date     Condition        Report By
 KV2918  HISTORY     - UNK      MONUMENTED
 KV2918  HISTORY     - 1978     GOOD             NGS
 KV2918  HISTORY     - 19981115 POOR             USPSQD
 KV2918  HISTORY     - 20010510 POOR             INDIV
 KV2918
 KV2918                          STATION DESCRIPTION
 KV2918
 KV2918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2918'1.0 MI NE FROM SOMERVILLE.
 KV2918'1.0 MILE NORTHEAST ALONG STATE ROUTE 28 FROM THE COUNTY COURT HOUSE
 KV2918'AT SOMERVILLE, SET IN THE CENTER OF A CIRCLE ROAD WHICH IS THE
 KV2918'JUNCTION OF STATE ROADS 28, 206, AND 202, AND NEAR THE NORTHEAST
 KV2918'EDGE OF A PLANTED BUSH GARDEN IN A Y SHAPE. ALSO DIRECTLY IN LINE
 KV2918'WITH HIGHWAY 202. NOTE, DISK IS A UNITED STATES COAST AND GEODETIC
 KV2918'SURVEY AND STATE SURVEY DISK.
 KV2918
 KV2918                          STATION RECOVERY (1998)
 KV2918
 KV2918'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV2918'MARK RECOVERED IN POOR CONDITION.
 KV2918
 KV2918                          STATION RECOVERY (2001)
 KV2918
 KV2918'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (PAC)
 KV2918'RECOVERED BY GILMORE AND ASSOCIATES, NEW BRITAIN, PA - FOUND DISK
 KV2918'LAYING ON ITS SIDE, NEXT TO TRAILER, UNDERNEATH THE WEST SIDE OF THE
 KV2918'202 OVERPASS. BASE APPEARS TO HAVE BEEN SNAPPED OFF FROM POSITION -
 KV2918'COMPLETELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1406 ***********************************************************************
 KV1406  DESIGNATION -  16.15
 KV1406  PID         -  KV1406
 KV1406  STATE/COUNTY-  NJ/SOMERSET
 KV1406  USGS QUAD   -  BOUND BROOK (1995)
 KV1406
 KV1406                         *CURRENT SURVEY CONTROL
 KV1406  ___________________________________________________________________
 KV1406* NAD 83(1986)-  40 33 38.     (N)    074 32 06.     (W)     SCALED    
 KV1406* NAVD 88     -        10.539  (meters)      34.58   (feet)  ADJUSTED  
 KV1406  ___________________________________________________________________
 KV1406  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KV1406  DYNAMIC HT  -          10.535 (meters)      34.56  (feet)  COMP
 KV1406  MODELED GRAV-     980,183.3   (mgal)                       NAVD 88
 KV1406
 KV1406  VERT ORDER  -  SECOND    CLASS 0
 KV1406
 KV1406.The horizontal coordinates were scaled from a topographic map and have
 KV1406.an estimated accuracy of +/- 6 seconds.
 KV1406
 KV1406.The orthometric height was determined by differential leveling
 KV1406.and adjusted by the National Geodetic Survey in June 1991..
 KV1406
 KV1406.The geoid height was determined by GEOID03.
 KV1406
 KV1406.The dynamic height is computed by dividing the NAVD 88
 KV1406.geopotential number by the normal gravity value computed on the
 KV1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1406.degrees latitude (g = 980.6199 gals.).
 KV1406
 KV1406.The modeled gravity was interpolated from observed gravity values.
 KV1406
 KV1406;                    North         East    Units  Estimated Accuracy
 KV1406;SPC NJ       -   191,750.      147,040.      MT  (+/- 180 meters Scaled)
 KV1406
 KV1406                          SUPERSEDED SURVEY CONTROL
 KV1406
 KV1406  NGVD 29 (??/??/??)   10.828  (m)           35.52   (f) ADJUSTED    2 0
 KV1406
 KV1406.Superseded values are not recommended for survey control.
 KV1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1406.See file dsdata.txt to determine how the superseded data were derived.
 KV1406
 KV1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK393900(NAD 83)
 KV1406_MARKER: Q = CHISELED SQUARE
 KV1406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1406_SP_SET: RETAINING WALL
 KV1406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1406
 KV1406  HISTORY     - Date     Condition        Report By
 KV1406  HISTORY     - UNK      MONUMENTED       CGS
 KV1406  HISTORY     - 1935     GOOD             CGS
 KV1406  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 KV1406
 KV1406                          STATION DESCRIPTION
 KV1406
 KV1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1406'0.4 MI W FROM BOUND BROOK.
 KV1406'0.4 MILE WEST ALONG THE CENTRAL RAILROAD CO. OF NEW JERSEY
 KV1406'RAILROAD FROM THE RARITAN RIVER AND CANAL AT BOUND BROOK,
 KV1406'SOMERSET COUNTY, 100 FEET EAST OF SECTION-DIVISION SIGNBOARD
 KV1406'16-15, AND ON THE TOP OF THE EAST END OF A CONCRETE RETAINING
 KV1406'WALL.
 KV1406
 KV1406                          STATION RECOVERY (2002)
 KV1406
 KV1406'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV1406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1389 ***********************************************************************
 KV1389  DESIGNATION -  1636 NJGS
 KV1389  PID         -  KV1389
 KV1389  STATE/COUNTY-  NJ/HUNTERDON
 KV1389  USGS QUAD   -  FLEMINGTON (1977)
 KV1389
 KV1389                         *CURRENT SURVEY CONTROL
 KV1389  ___________________________________________________________________
 KV1389* NAD 83(1986)-  40 31 17.     (N)    074 51 17.     (W)     SCALED    
 KV1389* NAVD 88     -        45.930  (meters)     150.69   (feet)  ADJUSTED  
 KV1389  ___________________________________________________________________
 KV1389  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KV1389  DYNAMIC HT  -          45.908 (meters)     150.62  (feet)  COMP
 KV1389  MODELED GRAV-     980,158.9   (mgal)                       NAVD 88
 KV1389
 KV1389  VERT ORDER  -  SECOND    CLASS 0
 KV1389
 KV1389.The horizontal coordinates were scaled from a topographic map and have
 KV1389.an estimated accuracy of +/- 6 seconds.
 KV1389
 KV1389.The orthometric height was determined by differential leveling
 KV1389.and adjusted by the National Geodetic Survey in June 1991..
 KV1389
 KV1389.The geoid height was determined by GEOID03.
 KV1389
 KV1389.The dynamic height is computed by dividing the NAVD 88
 KV1389.geopotential number by the normal gravity value computed on the
 KV1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1389.degrees latitude (g = 980.6199 gals.).
 KV1389
 KV1389.The modeled gravity was interpolated from observed gravity values.
 KV1389
 KV1389;                    North         East    Units  Estimated Accuracy
 KV1389;SPC NJ       -   187,460.      119,940.      MT  (+/- 180 meters Scaled)
 KV1389
 KV1389                          SUPERSEDED SURVEY CONTROL
 KV1389
 KV1389  NGVD 29 (??/??/??)   46.172  (m)          151.48   (f) ADJUSTED    2 0
 KV1389
 KV1389.Superseded values are not recommended for survey control.
 KV1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1389.See file dsdata.txt to determine how the superseded data were derived.
 KV1389
 KV1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK123856(NAD 83)
 KV1389_MARKER: DD = SURVEY DISK
 KV1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1389_STAMPING: 1636
 KV1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1389+STABILITY: SURFACE MOTION
 KV1389
 KV1389  HISTORY     - Date     Condition        Report By
 KV1389  HISTORY     - UNK      MONUMENTED       NJGS
 KV1389  HISTORY     - 1942     GOOD             CGS
 KV1389  HISTORY     - 20021130 GOOD             USPSQD
 KV1389
 KV1389                          STATION DESCRIPTION
 KV1389
 KV1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1389'1.2 MI E FROM FLEMINGTON.
 KV1389'1.2 MILES EAST ALONG STATE HIGHWAY 30 FROM THE COUNTY COURTHOUSE
 KV1389'AT FLEMINGTON, HUNTERDON COUNTY, AT THE CROSSING OF THE LEHIGH
 KV1389'VALLEY RAILROAD, 100 YARDS SOUTH OF THE CENTERLINE OF THE TRACK,
 KV1389'AND 2 FEET EAST OF THE WEST PROPERTY LINE OF STATE HIGHWAY 30.
 KV1389
 KV1389                          STATION RECOVERY (2002)
 KV1389
 KV1389'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV1389'RECOVERED ON WEST SIDE OF SOUTHBOUND LANE RT 31 100 FEET NE OF
 KV1389'ELECTRIC POLE NR.JC64100. 100 YARDS SOUTH OF WALTER FORAN RD. 2 FEET
 KV1389'WEST OF EDGE OF ROADWAY. ON STREET SIDE OF PARKING LOT FOR BUILDING AT
 KV1389'121 RT. 31 FLEMINGTON NJ. THIS ROAD IS UNDER MAJOR CONSTRUCTION WHICH
 KV1389'COULD CAUSE STATION TO BE LOST WITHIN TWO YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1052 ***********************************************************************
 KV1052  DESIGNATION -  1654 NJGS
 KV1052  PID         -  KV1052
 KV1052  STATE/COUNTY-  NJ/HUNTERDON
 KV1052  USGS QUAD   -  LAMBERTVILLE (1995)
 KV1052
 KV1052                         *CURRENT SURVEY CONTROL
 KV1052  ___________________________________________________________________
 KV1052* NAD 83(1986)-  40 21 57.     (N)    074 56 35.     (W)     SCALED    
 KV1052* NAVD 88     -        21.168  (meters)      69.45   (feet)  ADJUSTED  
 KV1052  ___________________________________________________________________
 KV1052  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KV1052  DYNAMIC HT  -          21.158 (meters)      69.42  (feet)  COMP
 KV1052  MODELED GRAV-     980,146.4   (mgal)                       NAVD 88
 KV1052
 KV1052  VERT ORDER  -  SECOND    CLASS 0
 KV1052
 KV1052.The horizontal coordinates were scaled from a topographic map and have
 KV1052.an estimated accuracy of +/- 6 seconds.
 KV1052
 KV1052.The orthometric height was determined by differential leveling
 KV1052.and adjusted by the National Geodetic Survey in June 1991..
 KV1052
 KV1052.The geoid height was determined by GEOID03.
 KV1052
 KV1052.The dynamic height is computed by dividing the NAVD 88
 KV1052.geopotential number by the normal gravity value computed on the
 KV1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1052.degrees latitude (g = 980.6199 gals.).
 KV1052
 KV1052.The modeled gravity was interpolated from observed gravity values.
 KV1052
 KV1052;                    North         East    Units  Estimated Accuracy
 KV1052;SPC NJ       -   170,230.      112,370.      MT  (+/- 180 meters Scaled)
 KV1052
 KV1052                          SUPERSEDED SURVEY CONTROL
 KV1052
 KV1052  NGVD 29 (??/??/??)   21.423  (m)           70.29   (f) ADJUSTED    2 0
 KV1052
 KV1052.Superseded values are not recommended for survey control.
 KV1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1052.See file dsdata.txt to determine how the superseded data were derived.
 KV1052
 KV1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK048683(NAD 83)
 KV1052_MARKER: DD = SURVEY DISK
 KV1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1052_STAMPING: 1654
 KV1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1052+STABILITY: SURFACE MOTION
 KV1052
 KV1052  HISTORY     - Date     Condition        Report By
 KV1052  HISTORY     - 1935     MONUMENTED       NJGS
 KV1052  HISTORY     - 1935     GOOD             CGS
 KV1052
 KV1052                          STATION DESCRIPTION
 KV1052
 KV1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1052'AT LAMBERTVILLE.
 KV1052'AT LAMBERTVILLE, HUNTERDON COUNTY, 28.2 FEET FROM THE CENTER OF
 KV1052'THE CROSSING OF SOUTH MAIN AND FERRY STREETS, 5.6 FEET SOUTH OF
 KV1052'THE CURB OF FERRY STREET, 217 FEET EAST OF THE EAST CURB OF SOUTH
 KV1052'MAIN STREET, 7.9 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 KV1052'BRICK HOUSE, AND ABOUT 1/2 FOOT LOWER THAN THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1053 ***********************************************************************
 KV1053  DESIGNATION -  1655 NJGS
 KV1053  PID         -  KV1053
 KV1053  STATE/COUNTY-  NJ/HUNTERDON
 KV1053  USGS QUAD   -  LAMBERTVILLE (1995)
 KV1053
 KV1053                         *CURRENT SURVEY CONTROL
 KV1053  ___________________________________________________________________
 KV1053* NAD 83(1986)-  40 22 10.     (N)    074 56 39.     (W)     SCALED    
 KV1053* NAVD 88     -        24.110  (meters)      79.10   (feet)  ADJUSTED  
 KV1053  ___________________________________________________________________
 KV1053  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 KV1053  DYNAMIC HT  -          24.099 (meters)      79.06  (feet)  COMP
 KV1053  MODELED GRAV-     980,147.0   (mgal)                       NAVD 88
 KV1053
 KV1053  VERT ORDER  -  SECOND    CLASS 0
 KV1053
 KV1053.The horizontal coordinates were scaled from a topographic map and have
 KV1053.an estimated accuracy of +/- 6 seconds.
 KV1053
 KV1053.The orthometric height was determined by differential leveling
 KV1053.and adjusted by the National Geodetic Survey in June 1991..
 KV1053
 KV1053.The geoid height was determined by GEOID03.
 KV1053
 KV1053.The dynamic height is computed by dividing the NAVD 88
 KV1053.geopotential number by the normal gravity value computed on the
 KV1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1053.degrees latitude (g = 980.6199 gals.).
 KV1053
 KV1053.The modeled gravity was interpolated from observed gravity values.
 KV1053
 KV1053;                    North         East    Units  Estimated Accuracy
 KV1053;SPC NJ       -   170,630.      112,280.      MT  (+/- 180 meters Scaled)
 KV1053
 KV1053                          SUPERSEDED SURVEY CONTROL
 KV1053
 KV1053  NGVD 29 (??/??/??)   24.365  (m)           79.94   (f) ADJUSTED    2 0
 KV1053
 KV1053.Superseded values are not recommended for survey control.
 KV1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1053.See file dsdata.txt to determine how the superseded data were derived.
 KV1053
 KV1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK047687(NAD 83)
 KV1053_MARKER: DD = SURVEY DISK
 KV1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1053_STAMPING: 1655
 KV1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1053+STABILITY: SURFACE MOTION
 KV1053
 KV1053  HISTORY     - Date     Condition        Report By
 KV1053  HISTORY     - 1935     MONUMENTED       NJGS
 KV1053  HISTORY     - 1935     GOOD             CGS
 KV1053  HISTORY     - 19970126 MARK NOT FOUND   USPSQD
 KV1053
 KV1053                          STATION DESCRIPTION
 KV1053
 KV1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1053'AT LAMBERTVILLE.
 KV1053'AT LAMBERTVILLE, HUNTERDON COUNTY, AT THE CENTER OF THE CROSSING
 KV1053'OF NORTH MAIN AND YORK STREETS, 15 FEET WEST OF THE CENTERLINE
 KV1053'OF NORTH MAIN STREET, 1.3 FEET WEST OF THE WEST CURB OF NORTH
 KV1053'MAIN STREET, AND 12 FEET NORTHEAST OF THE A AND P STORE.
 KV1053
 KV1053                          STATION RECOVERY (1997)
 KV1053
 KV1053'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV1053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1387 ***********************************************************************
 KV1387  DESIGNATION -  1671 NJGS
 KV1387  PID         -  KV1387
 KV1387  STATE/COUNTY-  NJ/HUNTERDON
 KV1387  USGS QUAD   -  FLEMINGTON (1977)
 KV1387
 KV1387                         *CURRENT SURVEY CONTROL
 KV1387  ___________________________________________________________________
 KV1387* NAD 83(1986)-  40 30 35.     (N)    074 51 31.     (W)     SCALED    
 KV1387* NAVD 88     -        55.179  (meters)     181.03   (feet)  ADJUSTED  
 KV1387  ___________________________________________________________________
 KV1387  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KV1387  DYNAMIC HT  -          55.153 (meters)     180.95  (feet)  COMP
 KV1387  MODELED GRAV-     980,157.2   (mgal)                       NAVD 88
 KV1387
 KV1387  VERT ORDER  -  SECOND    CLASS 0
 KV1387
 KV1387.The horizontal coordinates were scaled from a topographic map and have
 KV1387.an estimated accuracy of +/- 6 seconds.
 KV1387
 KV1387.The orthometric height was determined by differential leveling
 KV1387.and adjusted by the National Geodetic Survey in June 1991..
 KV1387
 KV1387.The geoid height was determined by GEOID03.
 KV1387
 KV1387.The dynamic height is computed by dividing the NAVD 88
 KV1387.geopotential number by the normal gravity value computed on the
 KV1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1387.degrees latitude (g = 980.6199 gals.).
 KV1387
 KV1387.The modeled gravity was interpolated from observed gravity values.
 KV1387
 KV1387;                    North         East    Units  Estimated Accuracy
 KV1387;SPC NJ       -   186,170.      119,610.      MT  (+/- 180 meters Scaled)
 KV1387
 KV1387                          SUPERSEDED SURVEY CONTROL
 KV1387
 KV1387  NGVD 29 (??/??/??)   55.420  (m)          181.82   (f) ADJUSTED    2 0
 KV1387
 KV1387.Superseded values are not recommended for survey control.
 KV1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1387.See file dsdata.txt to determine how the superseded data were derived.
 KV1387
 KV1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK119843(NAD 83)
 KV1387_MARKER: DD = SURVEY DISK
 KV1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1387_STAMPING: 1671
 KV1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1387+STABILITY: SURFACE MOTION
 KV1387
 KV1387  HISTORY     - Date     Condition        Report By
 KV1387  HISTORY     - UNK      MONUMENTED       NJGS
 KV1387  HISTORY     - 1942     MARK NOT FOUND   CGS
 KV1387  HISTORY     - 20050818 MARK NOT FOUND   GEOCAC
 KV1387
 KV1387                          STATION DESCRIPTION
 KV1387
 KV1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1387'AT FLEMINGTON.
 KV1387'AT FLEMINGTON, HUNTERDON COUNTY, AT THE COUNTY COURTHOUSE, AT THE
 KV1387'CORNER OF COURT AND MAIN STREETS, 31 FEET NORTH OF THE CENTERLINE
 KV1387'OF COURT STREET, 26 FEET WEST OF THE CENTERLINE OF MAIN STREET,
 KV1387'AND 21 FEET EAST OF A MERIDIAN POST.
 KV1387
 KV1387                          STATION RECOVERY (2005)
 KV1387
 KV1387'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 KV1387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9809 ***********************************************************************
 DE9809  DESIGNATION -  168
 DE9809  PID         -  DE9809
 DE9809  STATE/COUNTY-  NJ/MERCER
 DE9809  USGS QUAD   -  TRENTON EAST (1981)
 DE9809
 DE9809                         *CURRENT SURVEY CONTROL
 DE9809  ___________________________________________________________________
 DE9809* NAD 83(1986)-  40 10 55.     (N)    074 39 52.     (W)     SCALED    
 DE9809* NAVD 88     -        17.061  (meters)      55.97   (feet)  ADJUSTED  
 DE9809  ___________________________________________________________________
 DE9809  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 DE9809  DYNAMIC HT  -          17.053 (meters)      55.95  (feet)  COMP
 DE9809  MODELED GRAV-     980,196.1   (mgal)                       NAVD 88
 DE9809
 DE9809  VERT ORDER  -  FIRST     CLASS II
 DE9809
 DE9809.The horizontal coordinates were scaled from a topographic map and have
 DE9809.an estimated accuracy of +/- 6 seconds.
 DE9809
 DE9809.The orthometric height was determined by differential leveling
 DE9809.and adjusted by the National Geodetic Survey in March 2005..
 DE9809.No vertical observational check was made to the station.
 DE9809
 DE9809.The geoid height was determined by GEOID03.
 DE9809
 DE9809.The dynamic height is computed by dividing the NAVD 88
 DE9809.geopotential number by the normal gravity value computed on the
 DE9809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9809.degrees latitude (g = 980.6199 gals.).
 DE9809
 DE9809.The modeled gravity was interpolated from observed gravity values.
 DE9809
 DE9809;                    North         East    Units  Estimated Accuracy
 DE9809;SPC NJ       -   149,730.      136,000.      MT  (+/- 180 meters Scaled)
 DE9809
 DE9809                          SUPERSEDED SURVEY CONTROL
 DE9809
 DE9809.No superseded survey control is available for this station.
 DE9809
 DE9809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK285480(NAD 83)
 DE9809_MARKER: DD = SURVEY DISK
 DE9809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9809_STAMPING: 168
 DE9809_MARK LOGO: CGS+SS
 DE9809_PROJECTION: RECESSED 15 CENTIMETERS
 DE9809_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9809+STABILITY: SURFACE MOTION
 DE9809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9809+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DE9809
 DE9809  HISTORY     - Date     Condition        Report By
 DE9809  HISTORY     - 1935     MONUMENTED       NGS
 DE9809  HISTORY     - 20020202 GOOD             NJGS
 DE9809
 DE9809                          STATION DESCRIPTION
 DE9809
 DE9809'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DE9809'THE STATION IS LOCATED IN HAMILTON TOWNSHIP ON THE NORTHWEST SIDE OF
 DE9809'STATE ROUTE 156.
 DE9809'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 524,
 DE9809'YARDVILLE ALLENTOWN
 DE9809'ROAD AND STATE ROUTE 156, GO NORTHEAST ON ROUTE 156 FOR 0.3 MI TO THE
 DE9809'STATION ON THE
 DE9809'LEFT SET ABOUT 0.15 M BELOW THE GROUND ON THE APPROXIMATE PROPERTY
 DE9809'LINE BETWEEN
 DE9809'HOUSES NUMBERED 318 AND 320.
 DE9809' 
 DE9809'THE STATION IS 14.3 M EAST NORTHEAST FROM WOOD UTILITY POLE NUMBER A
 DE9809'71537 HM, 13.0 M
 DE9809'SOUTHEAST FROM THE SOUTHEAST CORNER OF HOUSE NUMBER 318, A ONE AND A
 DE9809'HALF STORY
 DE9809'FRAME DWELLING, 15.7 M SOUTH FROM THE SOUTHEAST CORNER OF A CONCRETE
 DE9809'CARPORT
 DE9809'ATTACHED TO HOUSE NUMBER 318, 16.9 M SOUTHWEST FROM THE SOUTHWEST
 DE9809'CORNER OF HOUSE
 DE9809'NUMBER 320, A ONE AND A HALF STORY FRAME DWELLING, 13.5 M NORTH FROM
 DE9809'WOOD UTILITY POLE
 DE9809'NUMBER 70973, AND 6.3 M NORTH NORTHWEST FROM THE CENTERLINE OF STATE
 DE9809'ROUTE 156.  THE
 DE9809'STATION IS SETX AT THE END OF A LANDSCAPED TIMBER PLANTER.
 DE9809'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0650 ***********************************************************************
 JU0650  DESIGNATION -  16.82 NJGS
 JU0650  PID         -  JU0650
 JU0650  STATE/COUNTY-  NJ/SALEM
 JU0650  USGS QUAD   -  SALEM (1995)
 JU0650
 JU0650                         *CURRENT SURVEY CONTROL
 JU0650  ___________________________________________________________________
 JU0650* NAD 83(1986)-  39 34 18.     (N)    075 28 02.     (W)     SCALED    
 JU0650* NAVD 88     -         4.912  (meters)      16.12   (feet)  ADJUSTED  
 JU0650  ___________________________________________________________________
 JU0650  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JU0650  DYNAMIC HT  -           4.909 (meters)      16.11  (feet)  COMP
 JU0650  MODELED GRAV-     980,124.6   (mgal)                       NAVD 88
 JU0650
 JU0650  VERT ORDER  -  FIRST     CLASS II
 JU0650
 JU0650.The horizontal coordinates were scaled from a topographic map and have
 JU0650.an estimated accuracy of +/- 6 seconds.
 JU0650
 JU0650.The orthometric height was determined by differential leveling
 JU0650.and adjusted by the National Geodetic Survey in June 1991..
 JU0650
 JU0650.The geoid height was determined by GEOID03.
 JU0650
 JU0650.The dynamic height is computed by dividing the NAVD 88
 JU0650.geopotential number by the normal gravity value computed on the
 JU0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0650.degrees latitude (g = 980.6199 gals.).
 JU0650
 JU0650.The modeled gravity was interpolated from observed gravity values.
 JU0650
 JU0650;                    North         East    Units  Estimated Accuracy
 JU0650;SPC NJ       -    82,410.       66,900.      MT  (+/- 180 meters Scaled)
 JU0650
 JU0650                          SUPERSEDED SURVEY CONTROL
 JU0650
 JU0650  NGVD 29 (01/10/92)    5.188  (m)           17.02   (f) ADJUSTED    1 2
 JU0650
 JU0650.Superseded values are not recommended for survey control.
 JU0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0650.See file dsdata.txt to determine how the superseded data were derived.
 JU0650
 JU0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ598803(NAD 83)
 JU0650_MARKER: X = CHISELED CROSS
 JU0650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0650_SP_SET: DOORSILL
 JU0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0650
 JU0650  HISTORY     - Date     Condition        Report By
 JU0650  HISTORY     - UNK      MONUMENTED       NJGS
 JU0650  HISTORY     - 1930     GOOD             CGS
 JU0650  HISTORY     - 1965     GOOD             CGS
 JU0650  HISTORY     - 1979     GOOD             NGS
 JU0650
 JU0650                          STATION DESCRIPTION
 JU0650
 JU0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0650'AT SALEM.
 JU0650'AT SALEM, SALEM COUNTY, AT THE COUNTY COURTHOUSE, AT THE BROADWAY
 JU0650'ENTRANCE, NEAR THE OUTER EDGE OF THE GRANITE DOORSILL, AND 9
 JU0650'INCHES FROM THE NORTHWEST END OF THE DOORSILL.  A CHISELED CROSS.
 JU0650
 JU0650                          STATION RECOVERY (1965)
 JU0650
 JU0650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU0650'RECOVERED IN GOOD CONDITION.
 JU0650
 JU0650                          STATION RECOVERY (1979)
 JU0650
 JU0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2161 ***********************************************************************
 JU2161  DESIGNATION -  16.90 PRR
 JU2161  PID         -  JU2161
 JU2161  STATE/COUNTY-  NJ/CAPE MAY
 JU2161  USGS QUAD   -  WOODBINE (1972)
 JU2161
 JU2161                         *CURRENT SURVEY CONTROL
 JU2161  ___________________________________________________________________
 JU2161* NAD 83(1986)-  39 11 28.     (N)    074 45 31.     (W)     SCALED    
 JU2161* NAVD 88     -         5.135  (meters)      16.85   (feet)  ADJUSTED  
 JU2161  ___________________________________________________________________
 JU2161  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 JU2161  DYNAMIC HT  -           5.132 (meters)      16.84  (feet)  COMP
 JU2161  MODELED GRAV-     980,083.2   (mgal)                       NAVD 88
 JU2161
 JU2161  VERT ORDER  -  FIRST     CLASS II
 JU2161
 JU2161.The horizontal coordinates were scaled from a topographic map and have
 JU2161.an estimated accuracy of +/- 6 seconds.
 JU2161
 JU2161.The orthometric height was determined by differential leveling
 JU2161.and adjusted by the National Geodetic Survey in June 1991..
 JU2161
 JU2161.The geoid height was determined by GEOID03.
 JU2161
 JU2161.The dynamic height is computed by dividing the NAVD 88
 JU2161.geopotential number by the normal gravity value computed on the
 JU2161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2161.degrees latitude (g = 980.6199 gals.).
 JU2161
 JU2161.The modeled gravity was interpolated from observed gravity values.
 JU2161
 JU2161;                    North         East    Units  Estimated Accuracy
 JU2161;SPC NJ       -    39,750.      127,660.      MT  (+/- 180 meters Scaled)
 JU2161
 JU2161                          SUPERSEDED SURVEY CONTROL
 JU2161
 JU2161  NGVD 29 (??/??/??)    5.534  (m)           18.16   (f) ADJUSTED    1 2
 JU2161
 JU2161.Superseded values are not recommended for survey control.
 JU2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2161.See file dsdata.txt to determine how the superseded data were derived.
 JU2161
 JU2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ208380(NAD 83)
 JU2161_MARKER: B = BOLT
 JU2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU2161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2161+STABILITY: SURFACE MOTION
 JU2161
 JU2161  HISTORY     - Date     Condition        Report By
 JU2161  HISTORY     - UNK      MONUMENTED       PRR
 JU2161  HISTORY     - 1961     MARK NOT FOUND   CGS
 JU2161
 JU2161                          STATION DESCRIPTION
 JU2161
 JU2161'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU2161'AT SEA ISLE JUNCTION FROM SEA ISLE JUNCTION.
 JU2161'AT SEA ISLE JUNCTION, CAPE MAY COUNTY, SOUTH OF THE FORMER
 JU2161'PENNSYLVANIA RAILROAD STATION, IN THE CORNER OF A GRASS PLOT, AND
 JU2161'1 FOOT FROM A BROKEN WATER SPIGOT, A COPPER BOLT SET IN THE TOP OF
 JU2161'A CONCRETE POST.
 JU2161'NOTE--THE RAILROAD STATION AND TRACKS ARE GONE BUT A CONCRETE POST
 JU2161'WITH ABOUT 6 INCHES OF THE TOP BROKEN OFF AND A ROUND PIECE OF CON-
 JU2161'CRETE WITH A HOLE IN A THE CENTER WHERE THE WATER SPIGOT COULD HAVE
 JU2161'BEEN WAS FOUND. THERE WAS NO WAY TO IDENTIFY THE POST BUT BELIEVED
 JU2161'IT TO HAVE BEEN MARK 16.90 (PRR).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2046 ***********************************************************************
 KV2046  DESIGNATION -  17
 KV2046  PID         -  KV2046
 KV2046  STATE/COUNTY-  NJ/HUNTERDON
 KV2046  USGS QUAD   -  LUMBERVILLE (1997)
 KV2046
 KV2046                         *CURRENT SURVEY CONTROL
 KV2046  ___________________________________________________________________
 KV2046* NAD 83(1986)-  40 29 19.     (N)    075 03 39.     (W)     SCALED    
 KV2046* NAVD 88     -        34.196  (meters)     112.19   (feet)  ADJUSTED  
 KV2046  ___________________________________________________________________
 KV2046  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KV2046  DYNAMIC HT  -          34.179 (meters)     112.14  (feet)  COMP
 KV2046  MODELED GRAV-     980,140.7   (mgal)                       NAVD 88
 KV2046
 KV2046  VERT ORDER  -  FIRST     CLASS I
 KV2046
 KV2046.The horizontal coordinates were scaled from a topographic map and have
 KV2046.an estimated accuracy of +/- 6 seconds.
 KV2046
 KV2046.The orthometric height was determined by differential leveling
 KV2046.and adjusted by the National Geodetic Survey in June 1991..
 KV2046
 KV2046.The geoid height was determined by GEOID03.
 KV2046
 KV2046.The dynamic height is computed by dividing the NAVD 88
 KV2046.geopotential number by the normal gravity value computed on the
 KV2046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2046.degrees latitude (g = 980.6199 gals.).
 KV2046
 KV2046.The modeled gravity was interpolated from observed gravity values.
 KV2046
 KV2046;                    North         East    Units  Estimated Accuracy
 KV2046;SPC NJ       -   183,920.      102,460.      MT  (+/- 180 meters Scaled)
 KV2046
 KV2046                          SUPERSEDED SURVEY CONTROL
 KV2046
 KV2046  NGVD 29 (01/10/92)   34.464  (m)          113.07   (f) ADJUSTED    1 1
 KV2046
 KV2046.Superseded values are not recommended for survey control.
 KV2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2046.See file dsdata.txt to determine how the superseded data were derived.
 KV2046
 KV2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK948819(NAD 83)
 KV2046_MARKER: B = BOLT
 KV2046_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV2046_SP_SET: HEADWALL
 KV2046_MARK LOGO: NONE  
 KV2046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2046+STABILITY: SURFACE MOTION
 KV2046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2046+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1988
 KV2046
 KV2046  HISTORY     - Date     Condition        Report By
 KV2046  HISTORY     - UNK      MONUMENTED       PRR
 KV2046  HISTORY     - 1956     GOOD             CGS
 KV2046  HISTORY     - 19881010 GOOD             NJGS
 KV2046
 KV2046                          STATION DESCRIPTION
 KV2046
 KV2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV2046'2.6 MI SE FROM FRENCHTOWN.
 KV2046'2.6 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV2046'STATION AT FRENCHTOWN, 0.15 MILE NORTHWEST OF MILEPOST 39-29, ON
 KV2046'TOP OF THE SOUTH END OF THE WEST STONE HEADWALL OF A LARGE
 KV2046'CULVERT UNDER THE RAILROAD, 8.3 FEET WEST OF THE WEST RAIL, 1.1
 KV2046'FEET NORTH OF THE SOUTH END OF THE HEADWALL AND 2 FEET BELOW THE
 KV2046'LEVEL OF THE TRACK.
 KV2046
 KV2046                          STATION RECOVERY (1988)
 KV2046
 KV2046'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV2046'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV2046'4.16 KM (2.60 MI) SOUTHEAST ALONG STATE ROUTE 29 FROM THE POST OFFICE
 KV2046'AT FRENCHTOWN, 0.24 KM (0.15 MI) NORTHWEST OF RAILROAD MILEPOST 39 29,
 KV2046'WEST OF CULVET NUMBER 1009 152, MILEPOST 32.07 PASSING UNDER ROUTE 29,
 KV2046'MARK IS SET ON TOP OF THE SOUTH END OF THE WEST STONE HEADWALL OF A
 KV2046'LARGE CULVERT UNDER THE ABANDONED RAILROAD GRADE, 0.34 M (1.1 FT)
 KV2046'NORTH OF THE SOUTH END OF THE HEADWALL AND 0.6 M (2.0 FT) BELOW THE
 KV2046'LEVEL OF THE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7196 ***********************************************************************
 AA7196  DESIGNATION -  17 A 1
 AA7196  PID         -  AA7196
 AA7196  STATE/COUNTY-  NJ/SALEM
 AA7196  USGS QUAD   -  SALEM (1995)
 AA7196
 AA7196                         *CURRENT SURVEY CONTROL
 AA7196  ___________________________________________________________________
 AA7196* NAD 83(1996)-  39 33 54.80110(N)    075 28 02.08701(W)     ADJUSTED  
 AA7196* NAVD 88     -         0.888  (meters)       2.91   (feet)  ADJUSTED  
 AA7196  ___________________________________________________________________
 AA7196  X           -   1,235,488.594 (meters)                     COMP
 AA7196  Y           -  -4,766,038.611 (meters)                     COMP
 AA7196  Z           -   4,040,867.735 (meters)                     COMP
 AA7196  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 AA7196  ELLIP HEIGHT-         -32.63  (meters)          (09/25/02) GPS OBS
 AA7196  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 AA7196  DYNAMIC HT  -           0.888 (meters)       2.91  (feet)  COMP
 AA7196  MODELED GRAV-     980,123.0   (mgal)                       NAVD 88
 AA7196
 AA7196  HORZ ORDER  -  FIRST
 AA7196  VERT ORDER  -  FIRST     CLASS II
 AA7196  ELLP ORDER  -  FOURTH    CLASS I
 AA7196
 AA7196.The horizontal coordinates were established by GPS observations
 AA7196.and adjusted by the National Geodetic Survey in May 1999..
 AA7196
 AA7196.The orthometric height was determined by differential leveling
 AA7196.and adjusted by the National Geodetic Survey in October 1996..
 AA7196
 AA7196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7196
 AA7196.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7196
 AA7196.The ellipsoidal height was determined by GPS observations
 AA7196.and is referenced to NAD 83.
 AA7196
 AA7196.The geoid height was determined by GEOID03.
 AA7196
 AA7196.The dynamic height is computed by dividing the NAVD 88
 AA7196.geopotential number by the normal gravity value computed on the
 AA7196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7196.degrees latitude (g = 980.6199 gals.).
 AA7196
 AA7196.The modeled gravity was interpolated from observed gravity values.
 AA7196
 AA7196;                    North         East     Units Scale Factor Converg.
 AA7196;SPC NJ       -    81,692.556    66,889.201   MT  0.99998502   -0 36 58.1
 AA7196;SPC NJ       -   268,019.66    219,452.32   sFT  0.99998502   -0 36 58.1
 AA7196;UTM  18      - 4,379,607.227   459,864.105   MT  0.99961983   -0 17 51.4
 AA7196
 AA7196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7196!SPC NJ       -   1.00000512  x   0.99998502  =   0.99999014
 AA7196!UTM  18      -   1.00000512  x   0.99961983  =   0.99962495
 AA7196
 AA7196                          SUPERSEDED SURVEY CONTROL
 AA7196
 AA7196  ELLIP H (05/14/99)  -32.62   (m)                       GP(       ) 4 1
 AA7196  NAD 83(1992)-  39 33 54.80064(N)    075 28 02.08689(W) AD(       ) 1
 AA7196  ELLIP H (08/04/95)  -32.69   (m)                       GP(       ) 3 1
 AA7196  NAVD 88 (03/31/00)    0.89   (m)            2.9    (f) LEVELING    3  
 AA7196
 AA7196.Superseded values are not recommended for survey control.
 AA7196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7196.See file dsdata.txt to determine how the superseded data were derived.
 AA7196
 AA7196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5986479607(NAD 83)
 AA7196_MARKER: DD = SURVEY DISK
 AA7196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7196_STAMPING: 17 A 1 1994
 AA7196_MARK LOGO: NJGS  
 AA7196_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7196+STABILITY: SURFACE MOTION
 AA7196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7196+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003
 AA7196
 AA7196  HISTORY     - Date     Condition        Report By
 AA7196  HISTORY     - 1994     MONUMENTED       NJGS
 AA7196  HISTORY     - 19940921 GOOD             NJGS
 AA7196  HISTORY     - 19990621 GOOD             NJGS
 AA7196  HISTORY     - 20030722 GOOD             STEWRT
 AA7196
 AA7196                          STATION DESCRIPTION
 AA7196
 AA7196'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA7196'THE STATION IS LOCATED IN THE CITY OF SALEM AT THE EASTERN CORNER OF
 AA7196'THE PARKING LOT FOR THE GREATER SALEM COMMUNITY CENTER.  TO REACH THE
 AA7196'STATION FROM THE INTERSECTION OF BROADWAY AND MARKET STREETS, STATE
 AA7196'ROUTES 45 AND 49, GO SOUTHEAST ON BROADWAY FOR 0.05 MI (0.08 KM) TO
 AA7196'THE TEE INTERSECTION WITH WALNUT STREET ON THE RIGHT.  TURN RIGHT AND
 AA7196'GO 0.5 MI (0.8 KM) TO THE INTERSECTION WITH GRIEVES PARKWAY.  TURN
 AA7196'LEFT AND GO 0.05 MI (0.08 KM) TO THE DRIVEWAY FOR THE COMMUNITY CENTER
 AA7196'ON THE LEFT.  TURN LEFT INTO THE DRIVEWAY AND GO EAST TO THE
 AA7196'EASTERNMOST CORNER OF THE PARKING LOT AND THE STATION.  THE STATION IS
 AA7196'1.4 M (4.6 FT) SOUTHEAST FROM THE EAST CORNER OF THE PARKING LOT, 5.2
 AA7196'M (17.1 FT) SOUTHWEST FROM A 6 FT (1.8 M) CHAIN LINK FENCE SURROUNDING
 AA7196'AN ATHLETIC FIELD, 41.4 M (135.8 FT) NORTHEAST FROM THE SOUTHEAST
 AA7196'CORNER OF THE PARKING LOT AND 8.2 M (26.9 FT) WEST FROM THE NORTHWEST
 AA7196'GATE POST OF THE 6 FT (1.8 M) CHAIN LINK FENCE.  THE STATION IS SET
 AA7196'FLUSH WITH THE GROUND.
 AA7196
 AA7196                          STATION RECOVERY (1994)
 AA7196
 AA7196'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994
 AA7196'RECOVERED AS DESCRIBED.
 AA7196
 AA7196                          STATION RECOVERY (1999)
 AA7196
 AA7196'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 AA7196'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE NAME OF THE
 AA7196'GREATER SALEM COMMUNITY CENTER IN THE ORIGINAL DESCRIPTION HAS BEEN
 AA7196'CHANGED TO THE JOHN B.  CAMPBELL FAMILY AND FITNESS CENTER OF SALEM
 AA7196'COUNTY.
 AA7196
 AA7196                          STATION RECOVERY (2003)
 AA7196
 AA7196'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2003 (JMS)
 AA7196'AN 8 INCH TREE NOW GROWS ALONG THE FENCE NORTHEAST OF THE STATION AND
 AA7196'BLOCKS SATELLITE OBSERVATIONS DURING THE MONTHS OF FOLIAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7197 ***********************************************************************
 AA7197  DESIGNATION -  17 B 1
 AA7197  PID         -  AA7197
 AA7197  STATE/COUNTY-  NJ/SALEM
 AA7197  USGS QUAD   -  SALEM (1995)
 AA7197
 AA7197                         *CURRENT SURVEY CONTROL
 AA7197  ___________________________________________________________________
 AA7197* NAD 83(1996)-  39 32 34.51632(N)    075 24 34.31770(W)     ADJUSTED  
 AA7197* NAVD 88     -         6.427  (meters)      21.09   (feet)  ADJUSTED  
 AA7197  ___________________________________________________________________
 AA7197  X           -   1,240,687.022 (meters)                     COMP
 AA7197  Y           -  -4,766,321.654 (meters)                     COMP
 AA7197  Z           -   4,038,962.137 (meters)                     COMP
 AA7197  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AA7197  ELLIP HEIGHT-         -27.18  (meters)          (09/25/02) GPS OBS
 AA7197  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 AA7197  DYNAMIC HT  -           6.424 (meters)      21.08  (feet)  COMP
 AA7197  MODELED GRAV-     980,116.4   (mgal)                       NAVD 88
 AA7197
 AA7197  HORZ ORDER  -  FIRST
 AA7197  VERT ORDER  -  FIRST     CLASS II
 AA7197  ELLP ORDER  -  FOURTH    CLASS I
 AA7197
 AA7197.The horizontal coordinates were established by GPS observations
 AA7197.and adjusted by the National Geodetic Survey in May 1999..
 AA7197
 AA7197.The orthometric height was determined by differential leveling
 AA7197.and adjusted by the National Geodetic Survey in October 1996..
 AA7197
 AA7197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7197
 AA7197.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7197
 AA7197.The ellipsoidal height was determined by GPS observations
 AA7197.and is referenced to NAD 83.
 AA7197
 AA7197.The geoid height was determined by GEOID03.
 AA7197
 AA7197.The dynamic height is computed by dividing the NAVD 88
 AA7197.geopotential number by the normal gravity value computed on the
 AA7197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7197.degrees latitude (g = 980.6199 gals.).
 AA7197
 AA7197.The modeled gravity was interpolated from observed gravity values.
 AA7197
 AA7197;                    North         East     Units Scale Factor Converg.
 AA7197;SPC NJ       -    79,164.976    71,823.311   MT  0.99997522   -0 34 44.7
 AA7197;SPC NJ       -   259,727.09    235,640.31   sFT  0.99997522   -0 34 44.7
 AA7197;UTM  18      - 4,377,108.015   464,810.392   MT  0.99961525   -0 15 38.6
 AA7197
 AA7197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7197!SPC NJ       -   1.00000426  x   0.99997522  =   0.99997948
 AA7197!UTM  18      -   1.00000426  x   0.99961525  =   0.99961951
 AA7197
 AA7197                          SUPERSEDED SURVEY CONTROL
 AA7197
 AA7197  ELLIP H (05/14/99)  -27.16   (m)                       GP(       ) 4 1
 AA7197  NAD 83(1992)-  39 32 34.51588(N)    075 24 34.31761(W) AD(       ) 1
 AA7197  ELLIP H (08/04/95)  -27.23   (m)                       GP(       ) 3 1
 AA7197  NAVD 88 (03/31/00)    6.43   (m)           21.1    (f) LEVELING    3  
 AA7197
 AA7197.Superseded values are not recommended for survey control.
 AA7197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7197.See file dsdata.txt to determine how the superseded data were derived.
 AA7197
 AA7197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6481077108(NAD 83)
 AA7197_MARKER: DD = SURVEY DISK
 AA7197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7197_STAMPING: 17 B 1 1994
 AA7197_MARK LOGO: NJGS  
 AA7197_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7197+STABILITY: SURFACE MOTION
 AA7197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7197+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2003
 AA7197
 AA7197  HISTORY     - Date     Condition        Report By
 AA7197  HISTORY     - 1994     MONUMENTED       NJGS
 AA7197  HISTORY     - 19940915 GOOD             NJGS
 AA7197  HISTORY     - 19980623 GOOD             NJGS
 AA7197  HISTORY     - 20030926 GOOD             INDIV
 AA7197
 AA7197                          STATION DESCRIPTION
 AA7197
 AA7197'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA7197'THE STATION IS LOCATED IN QUINTON ON THE GROUNDS OF THE QUINTON
 AA7197'TOWNSHIP SCHOOL BASEBALL FIELD.  TO REACH THE STATION FROM THE
 AA7197'INTERSECTION OF STATE ROUTE 49 AND COUNTY ROAD 581 IN QUINTON, GO EAST
 AA7197'ON STATE ROUTE 49 FOR 0.45 MI (0.72 KM) TO THE ENTRANCE DRIVE LEADING
 AA7197'TO THE QUINTON TOWNSHIP SCHOOL ON THE RIGHT.  TURN RIGHT AND GO 45 M
 AA7197'(147.6 FT) TO THE STATION ON THE RIGHT, AT THE LEFT FIELD CORNER OF
 AA7197'THE BASEBALL FIELD.  THE STATION IS 40.6 M (133.2 FT) SOUTHWEST FROM
 AA7197'POLE NUMBER ACE 1711, 29.8 M (97.8 FT) WEST FROM POLE NUMBER S 39097,
 AA7197'37.2 M (122.0 FT) NORTHEAST FROM POLE NUMBER S 39098, 1.7 M (5.6 FT)
 AA7197'SOUTH FROM THE LEFT FIELD CORNER POST OF A 4 FT (1.2 M) CHAIN LINK
 AA7197'FENCE, 11.2 M (36.7 FT) NORTH FROM THE CENTER OF THE ENTRANCE DRIVE
 AA7197'AND 33.2 M (108.9 FT) SOUTHWEST FROM THE SOUTHWEST END OF A BRICK SIGN
 AA7197'FOR THE QUINTON TOWNSHIP SCHOOL.  THE STATION IS SET FLUSH WITH THE
 AA7197'GROUND.
 AA7197
 AA7197                          STATION RECOVERY (1994)
 AA7197
 AA7197'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994
 AA7197'RECOVERED AS DESCRIBED.
 AA7197
 AA7197                          STATION RECOVERY (1998)
 AA7197
 AA7197'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AA7197'RECOVERED AS DESCRIBED.
 AA7197
 AA7197                          STATION RECOVERY (2003)
 AA7197
 AA7197'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (EC)
 AA7197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4341 ***********************************************************************
 AI4341  DESIGNATION -  17 C 1
 AI4341  PID         -  AI4341
 AI4341  STATE/COUNTY-  NJ/SALEM
 AI4341  USGS QUAD   -  ELMER (1994)
 AI4341
 AI4341                         *CURRENT SURVEY CONTROL
 AI4341  ___________________________________________________________________
 AI4341* NAD 83(1996)-  39 34 19.22356(N)    075 14 16.16169(W)     ADJUSTED  
 AI4341* NAVD 88     -        42.1    (meters)     138.     (feet)  GPS OBS   
 AI4341  ___________________________________________________________________
 AI4341  X           -   1,254,448.645 (meters)                     COMP
 AI4341  Y           -  -4,760,620.037 (meters)                     COMP
 AI4341  Z           -   4,041,474.602 (meters)                     COMP
 AI4341  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 AI4341  ELLIP HEIGHT-           8.58  (meters)          (09/25/02) GPS OBS
 AI4341  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 AI4341
 AI4341  HORZ ORDER  -  FIRST
 AI4341  ELLP ORDER  -  FOURTH    CLASS I
 AI4341
 AI4341.The horizontal coordinates were established by GPS observations
 AI4341.and adjusted by the National Geodetic Survey in March 2000..
 AI4341
 AI4341.The orthometric height was determined by GPS observations and a
 AI4341.high-resolution geoid model.
 AI4341
 AI4341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4341
 AI4341.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4341
 AI4341.The ellipsoidal height was determined by GPS observations
 AI4341.and is referenced to NAD 83.
 AI4341
 AI4341.The geoid height was determined by GEOID03.
 AI4341
 AI4341;                    North         East     Units Scale Factor Converg.
 AI4341;SPC NJ       -    82,258.846    86,608.887   MT  0.99994946   -0 28 12.2
 AI4341;SPC NJ       -   269,877.56    284,149.32   sFT  0.99994946   -0 28 12.2
 AI4341;UTM  18      - 4,380,282.896   479,573.343   MT  0.99960514   -0 09 05.4
 AI4341
 AI4341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4341!SPC NJ       -   0.99999865  x   0.99994946  =   0.99994811
 AI4341!UTM  18      -   0.99999865  x   0.99960514  =   0.99960379
 AI4341
 AI4341                          SUPERSEDED SURVEY CONTROL
 AI4341
 AI4341  ELLIP H (03/31/00)    8.58   (m)                       GP(       ) 3 1
 AI4341
 AI4341.Superseded values are not recommended for survey control.
 AI4341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4341.See file dsdata.txt to determine how the superseded data were derived.
 AI4341
 AI4341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7957380283(NAD 83)
 AI4341_MARKER: DD = SURVEY DISK
 AI4341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4341_STAMPING: 17 C 1 1999
 AI4341_MARK LOGO: NJGS  
 AI4341_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4341+STABILITY: SURFACE MOTION
 AI4341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4341+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI4341
 AI4341  HISTORY     - Date     Condition        Report By
 AI4341  HISTORY     - 1999     MONUMENTED       NJGS
 AI4341
 AI4341                          STATION DESCRIPTION
 AI4341
 AI4341'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (ECB)
 AI4341'THE STATION IS LOCATED IN UPPER PITTSGROVE TOWNSHIP ON THE WEST SIDE
 AI4341'OF STATE ROUTE 77.  TO REACH THE STATION FROM THE TRAFFIC CIRCLE AT
 AI4341'THE INTERSECTION OF STATE ROUTE 77 AND U.S.  HIGHWAY 40, GO SOUTH ON
 AI4341'STATE ROUTE 77 FOR 3.2 MI (5.1 KM) TO THE STATION ON THE RIGHT, SET
 AI4341'FLUSH WITH THE GROUND.  THE STATION IS 4.0 M (13.1 FT) SOUTH FROM A
 AI4341'WOOD UTILITY POLE WITH NO NUMBER, 7.5 MI (12.1 KM) WEST FROM THE
 AI4341'CENTERLINE OF STATE ROUTE 77, 3.2 M (10.5 FT) SOUTHEAST FROM THE
 AI4341'SOUTHEAST LEG OF A 10 FT (3.0 M) HIGH IRRIGATION TOWER AND 7.0 M (23.0
 AI4341'FT) NORTH FROM AN INLET.  THE DATUM POINT PUNCHED IN THE DISK IS
 AI4341'OFFSET FROM THE CENTER OF THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4342 ***********************************************************************
 AI4342  DESIGNATION -  17 D 1
 AI4342  PID         -  AI4342
 AI4342  STATE/COUNTY-  NJ/SALEM
 AI4342  USGS QUAD   -  ALLOWAY (1970)
 AI4342
 AI4342                         *CURRENT SURVEY CONTROL
 AI4342  ___________________________________________________________________
 AI4342* NAD 83(1996)-  39 34 05.23032(N)    075 18 48.14212(W)     ADJUSTED  
 AI4342* NAVD 88     -        17.1    (meters)      56.     (feet)  GPS OBS   
 AI4342  ___________________________________________________________________
 AI4342  X           -   1,248,235.018 (meters)                     COMP
 AI4342  Y           -  -4,762,517.279 (meters)                     COMP
 AI4342  Z           -   4,041,125.991 (meters)                     COMP
 AI4342  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AI4342  ELLIP HEIGHT-         -16.45  (meters)          (09/25/02) GPS OBS
 AI4342  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 AI4342
 AI4342  HORZ ORDER  -  FIRST
 AI4342  ELLP ORDER  -  FOURTH    CLASS I
 AI4342
 AI4342.The horizontal coordinates were established by GPS observations
 AI4342.and adjusted by the National Geodetic Survey in March 2000..
 AI4342
 AI4342.The orthometric height was determined by GPS observations and a
 AI4342.high-resolution geoid model.
 AI4342
 AI4342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4342
 AI4342.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4342
 AI4342.The ellipsoidal height was determined by GPS observations
 AI4342.and is referenced to NAD 83.
 AI4342
 AI4342.The geoid height was determined by GEOID03.
 AI4342
 AI4342;                    North         East     Units Scale Factor Converg.
 AI4342;SPC NJ       -    81,883.300    80,113.907   MT  0.99996011   -0 31 05.3
 AI4342;SPC NJ       -   268,645.46    262,840.38   sFT  0.99996011   -0 31 05.3
 AI4342;UTM  18      - 4,379,871.391   473,082.809   MT  0.99960892   -0 11 58.6
 AI4342
 AI4342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4342!SPC NJ       -   1.00000258  x   0.99996011  =   0.99996269
 AI4342!UTM  18      -   1.00000258  x   0.99960892  =   0.99961150
 AI4342
 AI4342                          SUPERSEDED SURVEY CONTROL
 AI4342
 AI4342  ELLIP H (03/31/00)  -16.45   (m)                       GP(       ) 3 1
 AI4342
 AI4342.Superseded values are not recommended for survey control.
 AI4342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4342.See file dsdata.txt to determine how the superseded data were derived.
 AI4342
 AI4342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7308379871(NAD 83)
 AI4342_MARKER: DD = SURVEY DISK
 AI4342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4342_STAMPING: 17 D 1 1999
 AI4342_MARK LOGO: NJGS  
 AI4342_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4342+STABILITY: SURFACE MOTION
 AI4342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4342+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI4342
 AI4342  HISTORY     - Date     Condition        Report By
 AI4342  HISTORY     - 1999     MONUMENTED       NJGS
 AI4342
 AI4342                          STATION DESCRIPTION
 AI4342
 AI4342'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (RJK)
 AI4342'THE STATION IS LOCATED IN ALLOWAY TOWNSHIP ON THE NORTHWEST SIDE OF
 AI4342'ELMER SHIRLEY ROAD, COUNTY ROAD 611.  TO REACH THE STATION FROM THE
 AI4342'INTERSECTION OF STATE ROUTE 77 AND COUNTY ROAD 540 IN THE COMMUNITY OF
 AI4342'DEERFIELD IN UPPER DEERFIELD TOWNSHIP IN CUMBERLAND COUNTY, GO NORTH
 AI4342'ON STATE ROUTE 77 FOR 3.25 MI (5.23 KM) TO THE INTERSECTION WITH ELMER
 AI4342'SHIRLEY ROAD, COUNTY ROAD 611 IN THE COMMUNITY OF SHIRLEY IN UPPER
 AI4342'PITTSGROVE TOWNSHIP IN SALEM COUNTY.  TO REACH THE STATION FROM THE
 AI4342'INTERSECTION OF U.S.  HIGHWAY 40 AND STATE ROUTE 77 AT THE POLE TAVERN
 AI4342'TRAFFIC CIRCLE, GO SOUTH ON STATE ROUTE 77 FOR 3.4 MI (5.5 KM) TO THE
 AI4342'INTERSECTION WITH ELMER SHIRLEY ROAD, COUNTY ROAD 611.  TURN LEFT AND
 AI4342'GO WEST ON COUNTY ROAD 611 FOR 4.1 MI (6.6 KM) TO THE STATION ON THE
 AI4342'RIGHT, SET FLUSH WITH THE GROUND WITHIN AN ELECTRIC UTILITY
 AI4342'TRANSMISSION TOWER RIGHT OF WAY AND OPPOSITE A PAVED DRIVEWAY LEADING
 AI4342'TO HOUSE NUMBER 355 ON THE LEFT.  THE STATION IS 15.4 M (50.5 FT)
 AI4342'NORTHWEST FROM WOOD UTILITY POLE NUMBER B 27332, 18.2 M (59.7 FT)
 AI4342'SOUTHWEST FROM THE SOUTHWEST END OF A STEEL GUIDERAIL, 6.2 M (20.3 FT)
 AI4342'SOUTHWEST FROM A 50 MPH SPEED LIMIT TRAFFIC SIGN WITH WITNESS SIGN
 AI4342'ATTACHED, 8.0 M (26.2 FT) NORTHWEST FROM THE CENTERLINE OF COUNTY ROAD
 AI4342'611 AND 50.3 M (165.0 FT) NORTHEAST FROM THE EAST END OF A BRICK WALL
 AI4342'ALONG THE EDGE OF ROAD IN FRONT OF A TWO STORY LOG CABIN TYPE
 AI4342'DWELLING, HOUSE NUMBER 330.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4343 ***********************************************************************
 AI4343  DESIGNATION -  17 E 1
 AI4343  PID         -  AI4343
 AI4343  STATE/COUNTY-  NJ/SALEM
 AI4343  USGS QUAD   -  PENNS GROVE (1995)
 AI4343
 AI4343                         *CURRENT SURVEY CONTROL
 AI4343  ___________________________________________________________________
 AI4343* NAD 83(1996)-  39 41 29.07089(N)    075 25 41.98269(W)     ADJUSTED  
 AI4343* NAVD 88     -         4.6    (meters)      15.     (feet)  GPS OBS   
 AI4343  ___________________________________________________________________
 AI4343  X           -   1,236,478.264 (meters)                     COMP
 AI4343  Y           -  -4,756,553.075 (meters)                     COMP
 AI4343  Z           -   4,051,660.828 (meters)                     COMP
 AI4343  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 AI4343  ELLIP HEIGHT-         -28.59  (meters)          (09/25/02) GPS OBS
 AI4343  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 AI4343
 AI4343  HORZ ORDER  -  FIRST
 AI4343  ELLP ORDER  -  FOURTH    CLASS I
 AI4343
 AI4343.The horizontal coordinates were established by GPS observations
 AI4343.and adjusted by the National Geodetic Survey in March 2000..
 AI4343
 AI4343.The orthometric height was determined by GPS observations and a
 AI4343.high-resolution geoid model.
 AI4343
 AI4343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4343
 AI4343.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4343
 AI4343.The ellipsoidal height was determined by GPS observations
 AI4343.and is referenced to NAD 83.
 AI4343
 AI4343.The geoid height was determined by GEOID03.
 AI4343
 AI4343;                    North         East     Units Scale Factor Converg.
 AI4343;SPC NJ       -    95,666.386    70,378.064   MT  0.99997803   -0 35 34.5
 AI4343;SPC NJ       -   313,865.47    230,898.70   sFT  0.99997803   -0 35 34.5
 AI4343;UTM  18      - 4,393,595.177   463,273.890   MT  0.99961661   -0 16 24.8
 AI4343
 AI4343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4343!SPC NJ       -   1.00000449  x   0.99997803  =   0.99998252
 AI4343!UTM  18      -   1.00000449  x   0.99961661  =   0.99962109
 AI4343
 AI4343                          SUPERSEDED SURVEY CONTROL
 AI4343
 AI4343  ELLIP H (03/31/00)  -28.58   (m)                       GP(       ) 3 1
 AI4343
 AI4343.Superseded values are not recommended for survey control.
 AI4343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4343.See file dsdata.txt to determine how the superseded data were derived.
 AI4343
 AI4343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6327493595(NAD 83)
 AI4343_MARKER: DD = SURVEY DISK
 AI4343_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI4343_SP_SET: NORTHEAST ABUTMENT
 AI4343_STAMPING: 17 E 1 1999
 AI4343_MARK LOGO: NJGS  
 AI4343_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4343+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI4343
 AI4343  HISTORY     - Date     Condition        Report By
 AI4343  HISTORY     - 1999     MONUMENTED       NJGS
 AI4343  HISTORY     - 20030605 GOOD             GEOCAC
 AI4343
 AI4343                          STATION DESCRIPTION
 AI4343
 AI4343'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (RJK)
 AI4343'THE STATION IS LOCATED IN CARNEYS POINT TOWNSHIP ON THE NORTHEAST SIDE
 AI4343'OF STATE ROUTE 48.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI4343'STATE ROUTE 48 AND INTERSTATE HIGHWAY 295 AT INTERCHANGE 4, GO
 AI4343'SOUTHEAST ON STATE ROUTE 48 FOR 1.50 MI (2.41 KM) TO THE BRIDGE
 AI4343'CARRYING STATE ROUTE 48 OVER LAYTONS LAKE, STRUCTURE NUMBER 1706 152,
 AI4343'M.P.  3.04 AND THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN
 AI4343'THE TOP OF THE NORTHEAST ABUTMENT.  THE STATION IS 8.3 M (27.2 FT)
 AI4343'NORTHEAST FROM THE CENTERLINE OF STATE ROUTE 48, 1.0 M (3.3 FT)
 AI4343'NORTHEAST FROM THE EAST CURB OF STATE ROUTE 48 AND 3.1 M (10.2 FT)
 AI4343'NORTHWEST FROM A NO PARKING, SWIMMING OR FISHING FROM BRIDGE OR
 AI4343'APPROACHES TRAFFIC SIGN.  THE STATION IS ALSO ABOUT 0.1 MI (0.2 KM)
 AI4343'NORTHWEST FROM THE BRIDGE CARRYING STATE ROUTE 48 OVER THE NEW JERSEY
 AI4343'TURNPIKE.
 AI4343
 AI4343                          STATION RECOVERY (2003)
 AI4343
 AI4343'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 AI4343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4344 ***********************************************************************
 AI4344  DESIGNATION -  17 F 1
 AI4344  PID         -  AI4344
 AI4344  STATE/COUNTY-  NJ/SALEM
 AI4344  USGS QUAD   -  WOODSTOWN (1982)
 AI4344
 AI4344                         *CURRENT SURVEY CONTROL
 AI4344  ___________________________________________________________________
 AI4344* NAD 83(1996)-  39 38 40.71099(N)    075 19 39.46272(W)     ADJUSTED  
 AI4344* NAVD 88     -        10.6    (meters)      35.     (feet)  GPS OBS   
 AI4344  ___________________________________________________________________
 AI4344  X           -   1,245,676.878 (meters)                     COMP
 AI4344  Y           -  -4,757,583.293 (meters)                     COMP
 AI4344  Z           -   4,047,667.645 (meters)                     COMP
 AI4344  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AI4344  ELLIP HEIGHT-         -22.80  (meters)          (09/25/02) GPS OBS
 AI4344  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 AI4344
 AI4344  HORZ ORDER  -  FIRST
 AI4344  ELLP ORDER  -  FOURTH    CLASS I
 AI4344
 AI4344.The horizontal coordinates were established by GPS observations
 AI4344.and adjusted by the National Geodetic Survey in March 2000..
 AI4344
 AI4344.The orthometric height was determined by GPS observations and a
 AI4344.high-resolution geoid model.
 AI4344
 AI4344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4344
 AI4344.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4344
 AI4344.The ellipsoidal height was determined by GPS observations
 AI4344.and is referenced to NAD 83.
 AI4344
 AI4344.The geoid height was determined by GEOID03.
 AI4344
 AI4344;                    North         East     Units Scale Factor Converg.
 AI4344;SPC NJ       -    90,389.852    78,967.257   MT  0.99996210   -0 31 41.0
 AI4344;SPC NJ       -   296,554.04    259,078.41   sFT  0.99996210   -0 31 41.0
 AI4344;UTM  18      - 4,388,368.441   471,889.269   MT  0.99960973   -0 12 32.5
 AI4344
 AI4344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4344!SPC NJ       -   1.00000358  x   0.99996210  =   0.99996568
 AI4344!UTM  18      -   1.00000358  x   0.99960973  =   0.99961331
 AI4344
 AI4344                          SUPERSEDED SURVEY CONTROL
 AI4344
 AI4344  ELLIP H (03/31/00)  -22.80   (m)                       GP(       ) 3 1
 AI4344
 AI4344.Superseded values are not recommended for survey control.
 AI4344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4344.See file dsdata.txt to determine how the superseded data were derived.
 AI4344
 AI4344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7188988368(NAD 83)
 AI4344_MARKER: DD = SURVEY DISK
 AI4344_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI4344_SP_SET: CONCRETE SIDEWALK
 AI4344_STAMPING: 17 F 1 1999
 AI4344_MARK LOGO: NJGS  
 AI4344_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI4344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4344+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI4344
 AI4344  HISTORY     - Date     Condition        Report By
 AI4344  HISTORY     - 1999     MONUMENTED       NJGS
 AI4344  HISTORY     - 20030605 GOOD             GEOCAC
 AI4344
 AI4344                          STATION DESCRIPTION
 AI4344
 AI4344'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 AI4344'THE STATION IS LOCATED IN THE BOROUGH OF WOODSTOWN ON THE NORTHWEST
 AI4344'SIDE OF SOUTH MAIN STREET, COUNTY ROAD 672.  TO REACH THE STATION FROM
 AI4344'THE INTERSECTION OF STATE ROUTE 45 AND U.S.  HIGHWAY 40 AND SOUTH MAIN
 AI4344'STREET IN THE BOROUGH OF WOODSTOWN, GO SOUTHWEST ON SOUTH MAIN STREET
 AI4344'FOR 0.45 MI (0.72 KM) TO THE BRIDGE CARRYING SOUTH MAIN STREET OVER
 AI4344'MEMORIAL LAKE AND THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE
 AI4344'IN THE CONCRETE SIDEWALK DIRECTLY OVER THE CENTER PIER. THE STATION IS
 AI4344'7.6 M (24.9 FT) NORTHWEST FROM THE CENTERLINE OF SOUTH MAIN STREET,
 AI4344'0.9 M (3.0 FT) SOUTHEAST FROM THE EAST FACE OF THE WEST CONCRETE
 AI4344'BALUSTRADE AND 31.6 M (103.7 FT) SOUTHWEST FROM THE CENTERLINE OF
 AI4344'ASHBROOK AVENUE.
 AI4344
 AI4344                          STATION RECOVERY (2003)
 AI4344
 AI4344'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 AI4344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4345 ***********************************************************************
 AI4345  DESIGNATION -  17 G 1
 AI4345  PID         -  AI4345
 AI4345  STATE/COUNTY-  NJ/SALEM
 AI4345  USGS QUAD   -  ELMER (1994)
 AI4345
 AI4345                         *CURRENT SURVEY CONTROL
 AI4345  ___________________________________________________________________
 AI4345* NAD 83(1996)-  39 32 55.60006(N)    075 09 22.93594(W)     ADJUSTED  
 AI4345* NAVD 88     -        35.5    (meters)     116.     (feet)  GPS OBS   
 AI4345  ___________________________________________________________________
 AI4345  X           -   1,261,634.538 (meters)                     COMP
 AI4345  Y           -  -4,760,414.664 (meters)                     COMP
 AI4345  Z           -   4,039,482.063 (meters)                     COMP
 AI4345  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AI4345  ELLIP HEIGHT-           1.91  (meters)          (09/25/02) GPS OBS
 AI4345  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 AI4345
 AI4345  HORZ ORDER  -  FIRST
 AI4345  ELLP ORDER  -  FOURTH    CLASS I
 AI4345
 AI4345.The horizontal coordinates were established by GPS observations
 AI4345.and adjusted by the National Geodetic Survey in March 2000..
 AI4345
 AI4345.The orthometric height was determined by GPS observations and a
 AI4345.high-resolution geoid model.
 AI4345
 AI4345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4345
 AI4345.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4345
 AI4345.The ellipsoidal height was determined by GPS observations
 AI4345.and is referenced to NAD 83.
 AI4345
 AI4345.The geoid height was determined by GEOID03.
 AI4345
 AI4345;                    North         East     Units Scale Factor Converg.
 AI4345;SPC NJ       -    79,625.829    93,588.166   MT  0.99993917   -0 25 04.6
 AI4345;SPC NJ       -   261,239.07    307,047.17   sFT  0.99993917   -0 25 04.6
 AI4345;UTM  18      - 4,377,689.595   486,564.767   MT  0.99960222   -0 05 58.4
 AI4345
 AI4345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4345!SPC NJ       -   0.99999970  x   0.99993917  =   0.99993887
 AI4345!UTM  18      -   0.99999970  x   0.99960222  =   0.99960192
 AI4345
 AI4345                          SUPERSEDED SURVEY CONTROL
 AI4345
 AI4345  ELLIP H (03/31/00)    1.91   (m)                       GP(       ) 3 1
 AI4345
 AI4345.Superseded values are not recommended for survey control.
 AI4345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4345.See file dsdata.txt to determine how the superseded data were derived.
 AI4345
 AI4345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8656577690(NAD 83)
 AI4345_MARKER: DD = SURVEY DISK
 AI4345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI4345_SP_SET: SEWER UTILITY JUNCTION CHAMBER
 AI4345_STAMPING: 17 G 1 1999
 AI4345_MARK LOGO: NJGS  
 AI4345_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4345+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2004
 AI4345
 AI4345  HISTORY     - Date     Condition        Report By
 AI4345  HISTORY     - 1999     MONUMENTED       NJGS
 AI4345  HISTORY     - 20040102 GOOD             INDIV
 AI4345
 AI4345                          STATION DESCRIPTION
 AI4345
 AI4345'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 AI4345'THE STATION IS LOCATED IN PITTSGROVE TOWNSHIP ON THE SOUTHWEST SIDE OF
 AI4345'SHEEP PEN ROAD AND ON THE GROUNDS OF THE OLIVET ELEMENTARY SCHOOL. TO
 AI4345'REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 40 AND BUCK
 AI4345'ROAD, COUNTY ROAD 553, GO SOUTH SOUTHWEST ON COUNTY ROAD 553 FOR 3.45
 AI4345'MI (5.55 KM) TO THE INTERSECTION WITH CENTERTON ELMER ROAD, COUNTY
 AI4345'ROAD 610, SHEEP PEN ROAD, UPPER NECK WILLOW GROVE ROAD, COUNTY ROAD
 AI4345'690 AND THE OLIVET ELEMENTARY SCHOOL BEYOND THE INTERSECTION. TURN
 AI4345'RIGHT AND GO WEST ON SHEEP PEN ROAD FOR ABOUT 0.10 MI (0.16 KM) TO THE
 AI4345'MOST WESTERLY ENTRANCE DRIVE LEADING INTO THE SCHOOL PARKING LOT.
 AI4345'TURN LEFT AND GO SOUTHWEST FOR ABOUT 25 M (82.0 FT) TO THE STATION ON
 AI4345'THE RIGHT, SET FLUSH IN A DRILL HOLE AT THE SOUTHEAST CORNER OF A 2.3
 AI4345'M (7.5 FT) BY 2.8 M (9.2 FT) RECTANGULAR CONCRETE FOUNDATION FOR A
 AI4345'SEWER UTILITY JUNCTION CHAMBER CONTAINING A 10 FT (3.0 M) HIGH LIGHT
 AI4345'ATOP A STEEL POLE, A MANHOLE AND CONSPICUOUS INVERTED 2 FT (0.6 M)
 AI4345'HIGH VENT PIPE.  THE STATION IS 16.8 M (55.1 FT) NORTHWEST FROM THE
 AI4345'CENTER OF THE ENTRANCE DRIVE LEADING INTO THE PARKING LOT, 40.0 M
 AI4345'(131.2 FT) NORTHWEST FROM THE SOUTHWEST CORNER OF THE ONE STORY BRICK
 AI4345'SCHOOL BUILDING, 13.0 M (42.7 FT) NORTHWEST FROM AND NORMAL TO THE
 AI4345'WEST CURB OF THE ENTRANCE DRIVE AND 23.8 M (78.1 FT) NORTHWEST FROM AN
 AI4345'ALUMINUM LIGHT POLE ALONG THE SOUTHEAST SIDE OF THE ENTRANCE DRIVE.
 AI4345
 AI4345                          STATION RECOVERY (2004)
 AI4345
 AI4345'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (EJC)
 AI4345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6587 ***********************************************************************
 KV6587  DESIGNATION -  171
 KV6587  PID         -  KV6587
 KV6587  STATE/COUNTY-  NJ/SOMERSET
 KV6587  USGS QUAD   -  ROCKY HILL (1970)
 KV6587
 KV6587                         *CURRENT SURVEY CONTROL
 KV6587  ___________________________________________________________________
 KV6587* NAD 83(1996)-  40 23 39.56577(N)    074 38 47.54408(W)     ADJUSTED  
 KV6587* NAVD 88     -        31.032  (meters)     101.81   (feet)  ADJUSTED  
 KV6587  ___________________________________________________________________
 KV6587  X           -   1,287,973.598 (meters)                     COMP
 KV6587  Y           -  -4,690,837.906 (meters)                     COMP
 KV6587  Z           -   4,111,428.304 (meters)                     COMP
 KV6587  LAPLACE CORR-           4.83  (seconds)                    DEFLEC99
 KV6587  ELLIP HEIGHT-          -2.29  (meters)          (10/23/02) GPS OBS
 KV6587  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 KV6587  DYNAMIC HT  -          31.018 (meters)     101.76  (feet)  COMP
 KV6587  MODELED GRAV-     980,167.1   (mgal)                       NAVD 88
 KV6587
 KV6587  HORZ ORDER  -  FIRST
 KV6587  VERT ORDER  -  FIRST     CLASS II
 KV6587  ELLP ORDER  -  FOURTH    CLASS I
 KV6587
 KV6587.The horizontal coordinates were established by GPS observations
 KV6587.and adjusted by the National Geodetic Survey in May 1999..
 KV6587
 KV6587.The orthometric height was determined by differential leveling
 KV6587.and adjusted by the National Geodetic Survey in September 1996..
 KV6587
 KV6587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6587
 KV6587.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6587
 KV6587.The ellipsoidal height was determined by GPS observations
 KV6587.and is referenced to NAD 83.
 KV6587
 KV6587.The geoid height was determined by GEOID03.
 KV6587
 KV6587.The dynamic height is computed by dividing the NAVD 88
 KV6587.geopotential number by the normal gravity value computed on the
 KV6587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6587.degrees latitude (g = 980.6199 gals.).
 KV6587
 KV6587.The modeled gravity was interpolated from observed gravity values.
 KV6587
 KV6587;                    North         East     Units Scale Factor Converg.
 KV6587;SPC NJ       -   173,305.435   137,559.901   MT  0.99990190   -0 05 41.9
 KV6587;SPC NJ       -   568,586.25    451,311.11   sFT  0.99990190   -0 05 41.9
 KV6587;UTM  18      - 4,471,584.763   529,997.003   MT  0.99961108   +0 13 44.6
 KV6587
 KV6587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6587!SPC NJ       -   1.00000036  x   0.99990190  =   0.99990226
 KV6587!UTM  18      -   1.00000036  x   0.99961108  =   0.99961144
 KV6587
 KV6587|---------------------------------------------------------------------|
 KV6587| PID    Reference Object                     Distance      Geod. Az  |
 KV6587|                                                           dddmmss.s |
 KV6587| KV6588 172                                 378.917 METERS 23634     |
 KV6587|---------------------------------------------------------------------|
 KV6587
 KV6587                          SUPERSEDED SURVEY CONTROL
 KV6587
 KV6587  ELLIP H (05/14/99)   -2.27   (m)                       GP(       ) 4 1
 KV6587  NAD 83(1986)-  40 23 39.56490(N)    074 38 47.54608(W) AD(       ) 1
 KV6587  NAD 83(1986)-  40 23 39.56457(N)    074 38 47.54613(W) AD(       ) 2
 KV6587  NGVD 29 (10/04/91)   31.3    (m)          103.     (f) GPS OBS        
 KV6587
 KV6587.Superseded values are not recommended for survey control.
 KV6587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6587.See file dsdata.txt to determine how the superseded data were derived.
 KV6587
 KV6587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2999771585(NAD 83)
 KV6587_MARKER: DD = SURVEY DISK
 KV6587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6587_SP_SET: CONCRETE POST
 KV6587_STAMPING: 171
 KV6587_MARK LOGO: NJ-035
 KV6587_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6587+STABILITY: SURFACE MOTION
 KV6587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6587+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1995
 KV6587
 KV6587  HISTORY     - Date     Condition        Report By
 KV6587  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6587  HISTORY     - 19930420 GOOD             NJGS
 KV6587  HISTORY     - 19950525 GOOD             NJGS
 KV6587
 KV6587                          STATION DESCRIPTION
 KV6587
 KV6587'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6587'THE STATION IS LOCATED IN MONTGOMERY TOWNSHIP, ON THE NORTHWEST SIDE
 KV6587'OF PRINCETON AVENUE, AT THE ENTRANCE TO KINGSWAY COMMONS.  TO REACH
 KV6587'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 206 AND PRINCETON
 KV6587'AVENUE, GO 0.8 KM (0.50 MI) NORTHEAST ON PRINCETON AVENUE TO THE
 KV6587'STATION ON THE LEFT.  THE STATION IS 7.15 M (23.46 FT) NORTH OF THE
 KV6587'PRINCETON AVENUE CENTERLINE, 8.9 M (29.20 FT) EAST OF THE KINGSWAY
 KV6587'COMMONS ENTRANCE ROAD CENTERLINE, 3.5 M (11.48 FT) NORTHWEST OF THE
 KV6587'CENTER OF AN INLET, 11.25 M (36.91 FT) WEST OF POLE 1714 MT, 14.8 M
 KV6587'(48.56 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A 2.5 STORY DUPLEX,
 KV6587'NUMBER 101, AND 1.4 M (4.59 FT) NORTH OF THE PRINCETON AVENUE
 KV6587'CURBLINE.  THE STATION IS FLUSH WITH THE LAWN. DESCRIPTION BY NJGS
 KV6587'RJK.
 KV6587
 KV6587                          STATION RECOVERY (1993)
 KV6587
 KV6587'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6587'THE STATION IS LOCATED IN MONTGOMERY TOWNSHIP, ON THE NORTHWEST SIDE
 KV6587'OF PRINCETON AVENUE, AT THE ENTRANCE ROAD FOR KINGSWAY COMMONS.  TO
 KV6587'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 206 AND CHERRY
 KV6587'VALLEY ROAD TO THE WEST AND PRINCTON AVENUE TO THE EAST, GO 0.5 MI
 KV6587'(0.8 KM) NORTHEAST ON PRINCETON AVENUE TO THE STATION ON THE LEFT.
 KV6587'THE SATION IS 7.2 M (23.6 FT) NORTH OF THE CENTERLINE OF PRINCETON
 KV6587'AVENUE, 8.9 M (29.2 FT) EAST OF THE CENTERLINE OF THE KINGSWAY
 KV6587'ENTRANCE ROAD, 3.5 M (11.5 FT) NORTHWEST OF THE CENTER OF THE HOOD
 KV6587'FOR AN INLET, 1.4 M (4.6 FT) NORTH OF AND RADIAL TO THE CURBLINE OF
 KV6587'PRINCETON AVENUE, 7.4 M (24.3 FT) SOUTHEAST OF AN ALUMINUM STREET
 KV6587'LIGHT STANDAND, 11.9 M (39.0 FT) WEST OF POLE NUMBER 100 WHICH IS
 KV6587'NEXT TO POLE NUMBER 1714MT AND FLUSH WITH THE GROUND.
 KV6587
 KV6587                          STATION RECOVERY (1995)
 KV6587
 KV6587'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV6587'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6588 ***********************************************************************
 KV6588  DESIGNATION -  172
 KV6588  PID         -  KV6588
 KV6588  STATE/COUNTY-  NJ/SOMERSET
 KV6588  USGS QUAD   -  ROCKY HILL (1970)
 KV6588
 KV6588                         *CURRENT SURVEY CONTROL
 KV6588  ___________________________________________________________________
 KV6588* NAD 83(1996)-  40 23 32.79648(N)    074 39 00.95145(W)     ADJUSTED  
 KV6588* NAVD 88     -        38.026  (meters)     124.76   (feet)  ADJUSTED  
 KV6588  ___________________________________________________________________
 KV6588  X           -   1,287,705.916 (meters)                     COMP
 KV6588  Y           -  -4,691,057.238 (meters)                     COMP
 KV6588  Z           -   4,111,273.816 (meters)                     COMP
 KV6588  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 KV6588  ELLIP HEIGHT-           4.71  (meters)          (10/23/02) GPS OBS
 KV6588  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KV6588  DYNAMIC HT  -          38.009 (meters)     124.70  (feet)  COMP
 KV6588  MODELED GRAV-     980,165.8   (mgal)                       NAVD 88
 KV6588
 KV6588  HORZ ORDER  -  FIRST
 KV6588  VERT ORDER  -  FIRST     CLASS II
 KV6588  ELLP ORDER  -  FOURTH    CLASS I
 KV6588
 KV6588.The horizontal coordinates were established by GPS observations
 KV6588.and adjusted by the National Geodetic Survey in May 1999..
 KV6588
 KV6588.The orthometric height was determined by differential leveling
 KV6588.and adjusted by the National Geodetic Survey in September 1996..
 KV6588
 KV6588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6588
 KV6588.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6588
 KV6588.The ellipsoidal height was determined by GPS observations
 KV6588.and is referenced to NAD 83.
 KV6588
 KV6588.The geoid height was determined by GEOID03.
 KV6588
 KV6588.The dynamic height is computed by dividing the NAVD 88
 KV6588.geopotential number by the normal gravity value computed on the
 KV6588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6588.degrees latitude (g = 980.6199 gals.).
 KV6588
 KV6588.The modeled gravity was interpolated from observed gravity values.
 KV6588
 KV6588;                    North         East     Units Scale Factor Converg.
 KV6588;SPC NJ       -   173,097.188   137,243.385   MT  0.99990200   -0 05 50.5
 KV6588;SPC NJ       -   567,903.02    450,272.67   sFT  0.99990200   -0 05 50.5
 KV6588;UTM  18      - 4,471,374.789   529,681.761   MT  0.99961084   +0 13 35.9
 KV6588
 KV6588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6588!SPC NJ       -   0.99999926  x   0.99990200  =   0.99990126
 KV6588!UTM  18      -   0.99999926  x   0.99961084  =   0.99961010
 KV6588
 KV6588|---------------------------------------------------------------------|
 KV6588| PID    Reference Object                     Distance      Geod. Az  |
 KV6588|                                                           dddmmss.s |
 KV6588| KV6587 171                                 378.917 METERS 05634     |
 KV6588|---------------------------------------------------------------------|
 KV6588
 KV6588                          SUPERSEDED SURVEY CONTROL
 KV6588
 KV6588  ELLIP H (05/14/99)    4.72   (m)                       GP(       ) 4 1
 KV6588  NAD 83(1986)-  40 23 32.79558(N)    074 39 00.95336(W) AD(       ) 1
 KV6588  NAD 83(1986)-  40 23 32.79534(N)    074 39 00.95354(W) AD(       ) 2
 KV6588  NGVD 29 (10/04/91)   38.3    (m)          126.     (f) GPS OBS        
 KV6588
 KV6588.Superseded values are not recommended for survey control.
 KV6588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6588.See file dsdata.txt to determine how the superseded data were derived.
 KV6588
 KV6588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2968271375(NAD 83)
 KV6588_MARKER: DD = SURVEY DISK
 KV6588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6588_SP_SET: CONCRETE POST
 KV6588_STAMPING: 172
 KV6588_MARK LOGO: NJ-035
 KV6588_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6588+STABILITY: SURFACE MOTION
 KV6588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6588+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2001
 KV6588
 KV6588  HISTORY     - Date     Condition        Report By
 KV6588  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6588  HISTORY     - 19930420 GOOD             NJGS
 KV6588  HISTORY     - 19950525 GOOD             NJGS
 KV6588  HISTORY     - 20010729 GOOD             AASCO
 KV6588
 KV6588                          STATION DESCRIPTION
 KV6588
 KV6588'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6588'THE STATION IS LOCATED IN MONTGOMERY TOWNSHIP, ON THE NORTHWEST SIDE
 KV6588'OF PRINCETON AVENUE.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 KV6588'HIGHWAY 206 AND PRINCETON AVENUE, GO 0.32 KM (0.20 MI) NORTHEAST ON
 KV6588'PRINCETON AVENUE TO THE STATION ON THE LEFT.  THE STATION IS 10.5 M
 KV6588'(34.45 FT) NORTHEAST OF POLE E61417 MT, 15.5 M (50.85 FT) NORTHWEST
 KV6588'AND ACROSS THE ROAD FROM A 12 INCH PINE TREE, 14.0 M (45.93 FT) WEST
 KV6588'SOUTHWEST AND ACROSS THE ROAD FROM A 10 INCH MAPLE TREE, 24.8 M
 KV6588'(81.36 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A 1.5 STORY FRAME
 KV6588'HOUSE AND 34.8 M (114.17 FT) SOUTHWEST OF POLE E6 501 MT.  THE
 KV6588'STATION IS FLUSH WITH THE GROUND.  DESCRIPTION BY NJGS RJK.
 KV6588
 KV6588                          STATION RECOVERY (1993)
 KV6588
 KV6588'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6588'RECOVERED IN GOOD CONDITION.
 KV6588
 KV6588                          STATION RECOVERY (1995)
 KV6588
 KV6588'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV6588'RECOVERED AS DESCRIBED.
 KV6588
 KV6588                          STATION RECOVERY (2001)
 KV6588
 KV6588'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2001 (CAS)
 KV6588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0814 ***********************************************************************
 KV0814  DESIGNATION -  17.24 NJGS
 KV0814  PID         -  KV0814
 KV0814  STATE/COUNTY-  NJ/MONMOUTH
 KV0814  USGS QUAD   -  ASBURY PARK (1989)
 KV0814
 KV0814                         *CURRENT SURVEY CONTROL
 KV0814  ___________________________________________________________________
 KV0814* NAD 83(1986)-  40 10 49.     (N)    074 01 37.     (W)     SCALED    
 KV0814* NAVD 88     -         4.766  (meters)      15.64   (feet)  POSTED    
 KV0814  ___________________________________________________________________
 KV0814  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV0814  DYNAMIC HT  -           4.760 (meters)      15.62  (feet)  COMP
 KV0814  MODELED GRAV-     980,166.5   (mgal)                       NAVD 88
 KV0814
 KV0814  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KV0814
 KV0814.The horizontal coordinates were scaled from a topographic map and have
 KV0814.an estimated accuracy of +/- 6 seconds.
 KV0814
 KV0814.The orthometric height was determined by differential leveling
 KV0814.and adjusted by the National Geodetic Survey in 1992..
 KV0814.No vertical observational check was made to the station.
 KV0814.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KV0814.was located on a no-check spur therefore a value was not computed.
 KV0814
 KV0814.The geoid height was determined by GEOID03.
 KV0814
 KV0814.The dynamic height is computed by dividing the NAVD 88
 KV0814.geopotential number by the normal gravity value computed on the
 KV0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0814.degrees latitude (g = 980.6199 gals.).
 KV0814
 KV0814.The modeled gravity was interpolated from observed gravity values.
 KV0814
 KV0814;                    North         East    Units  Estimated Accuracy
 KV0814;SPC NJ       -   149,640.      190,290.      MT  (+/- 180 meters Scaled)
 KV0814
 KV0814                          SUPERSEDED SURVEY CONTROL
 KV0814
 KV0814  NGVD 29 (??/??/??)    5.192  (m)           17.03   (f) ADJUSTED    1 2
 KV0814
 KV0814.Superseded values are not recommended for survey control.
 KV0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0814.See file dsdata.txt to determine how the superseded data were derived.
 KV0814
 KV0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK828482(NAD 83)
 KV0814_MARKER: X = CHISELED CROSS
 KV0814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0814_SP_SET: DOORSILL
 KV0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0814
 KV0814  HISTORY     - Date     Condition        Report By
 KV0814  HISTORY     - UNK      MONUMENTED       NJGS
 KV0814  HISTORY     - 1937     GOOD             CGS
 KV0814  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0814
 KV0814                          STATION DESCRIPTION
 KV0814
 KV0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 KV0814'AT BELMAR.
 KV0814'AT BELMAR, ON THE PENNSYLVANIA RAILROAD, AT THE STATION, ON
 KV0814'THE WEST SIDE OF THE BUILDING, AT THE DOOR, AND ON THE OUTER
 KV0814'EDGE OF THE NORTH END OF THE DOORSILL.  A CHISELED CROSS.
 KV0814
 KV0814                          STATION RECOVERY (1964)
 KV0814
 KV0814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0181 ***********************************************************************
 KV0181  DESIGNATION -  173.666 DLWRR
 KV0181  PID         -  KV0181
 KV0181  STATE/COUNTY-  NJ/PASSAIC
 KV0181  USGS QUAD   -  POMPTON PLAINS (1995)
 KV0181
 KV0181                         *CURRENT SURVEY CONTROL
 KV0181  ___________________________________________________________________
 KV0181* NAD 83(1986)-  40 54 56.     (N)    074 15 56.     (W)     SCALED    
 KV0181* NAVD 88     -        52.692  (meters)     172.87   (feet)  ADJUSTED  
 KV0181  ___________________________________________________________________
 KV0181  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV0181  DYNAMIC HT  -          52.670 (meters)     172.80  (feet)  COMP
 KV0181  MODELED GRAV-     980,204.3   (mgal)                       NAVD 88
 KV0181
 KV0181  VERT ORDER  -  FIRST     CLASS II
 KV0181
 KV0181.The horizontal coordinates were scaled from a topographic map and have
 KV0181.an estimated accuracy of +/- 6 seconds.
 KV0181
 KV0181.The orthometric height was determined by differential leveling
 KV0181.and adjusted by the National Geodetic Survey in June 1991..
 KV0181
 KV0181.The geoid height was determined by GEOID03.
 KV0181
 KV0181.The dynamic height is computed by dividing the NAVD 88
 KV0181.geopotential number by the normal gravity value computed on the
 KV0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0181.degrees latitude (g = 980.6199 gals.).
 KV0181
 KV0181.The modeled gravity was interpolated from observed gravity values.
 KV0181
 KV0181;                    North         East    Units  Estimated Accuracy
 KV0181;SPC NJ       -   231,200.      169,750.      MT  (+/- 180 meters Scaled)
 KV0181
 KV0181                          SUPERSEDED SURVEY CONTROL
 KV0181
 KV0181  NGVD 29 (??/??/??)   52.973  (m)          173.80   (f) ADJUSTED    1 2
 KV0181
 KV0181.Superseded values are not recommended for survey control.
 KV0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0181.See file dsdata.txt to determine how the superseded data were derived.
 KV0181
 KV0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL618296(NAD 83)
 KV0181_MARKER: Z = SEE DESCRIPTION
 KV0181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0181_SP_SET: BRIDGE
 KV0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0181
 KV0181  HISTORY     - Date     Condition        Report By
 KV0181  HISTORY     - 1933     MONUMENTED       DLWRR
 KV0181  HISTORY     - 1934     GOOD             CGS
 KV0181
 KV0181                          STATION DESCRIPTION
 KV0181
 KV0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0181'AT MOUNTAIN VIEW.
 KV0181'AT MOUNTAIN VIEW, PASSAIC COUNTY, ABOUT 925 FEET WEST OF THE
 KV0181'DELAWARE, LACKAWANNA AND WESTERN RAILROAD STATION, AT THE OVERHEAD
 KV0181'CROSSING OF STATE HIGHWAY 23, ON THE WESTERNMOST OF THREE CONCRETE
 KV0181'SUPPORTS FORMING THE THIRD LINE OF SUPPORTS OF THE OVERHEAD
 KV0181'BRIDGE, IN THE TOP OF THE PROJECTING LEDGE OF CONCRETE PAINTED
 KV0181'PL 2 173.666, 75 FEET SOUTH OF THE TRACK, AND ABOUT 6 FEET HIGHER
 KV0181'THAN THE GROUND.  A COPPER PLUG.  NOTE-- THE DELAWARE, LACKAWANNA
 KV0181'AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE
 KV0181'ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1314 ***********************************************************************
 KV1314  DESIGNATION -  1743 NJGS
 KV1314  PID         -  KV1314
 KV1314  STATE/COUNTY-  NJ/SOMERSET
 KV1314  USGS QUAD   -  GLADSTONE (1995)
 KV1314
 KV1314                         *CURRENT SURVEY CONTROL
 KV1314  ___________________________________________________________________
 KV1314* NAD 83(1986)-  40 37 36.     (N)    074 37 56.     (W)     SCALED    
 KV1314* NAVD 88     -        63.480  (meters)     208.27   (feet)  ADJUSTED  
 KV1314  ___________________________________________________________________
 KV1314  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KV1314  DYNAMIC HT  -          63.451 (meters)     208.17  (feet)  COMP
 KV1314  MODELED GRAV-     980,176.9   (mgal)                       NAVD 88
 KV1314
 KV1314  VERT ORDER  -  SECOND    CLASS 0
 KV1314
 KV1314.The horizontal coordinates were scaled from a topographic map and have
 KV1314.an estimated accuracy of +/- 6 seconds.
 KV1314
 KV1314.The orthometric height was determined by differential leveling
 KV1314.and adjusted by the National Geodetic Survey in June 1991..
 KV1314
 KV1314.The geoid height was determined by GEOID03.
 KV1314
 KV1314.The dynamic height is computed by dividing the NAVD 88
 KV1314.geopotential number by the normal gravity value computed on the
 KV1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1314.degrees latitude (g = 980.6199 gals.).
 KV1314
 KV1314.The modeled gravity was interpolated from observed gravity values.
 KV1314
 KV1314;                    North         East    Units  Estimated Accuracy
 KV1314;SPC NJ       -   199,100.      138,810.      MT  (+/- 180 meters Scaled)
 KV1314
 KV1314                          SUPERSEDED SURVEY CONTROL
 KV1314
 KV1314  NGVD 29 (??/??/??)   63.753  (m)          209.16   (f) ADJUSTED    2 0
 KV1314
 KV1314.Superseded values are not recommended for survey control.
 KV1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1314.See file dsdata.txt to determine how the superseded data were derived.
 KV1314
 KV1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK311973(NAD 83)
 KV1314_MARKER: DD = SURVEY DISK
 KV1314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1314_SP_SET: CONCRETE
 KV1314_STAMPING: 1743
 KV1314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1314
 KV1314  HISTORY     - Date     Condition        Report By
 KV1314  HISTORY     - UNK      MONUMENTED       NJGS
 KV1314  HISTORY     - 1942     GOOD             NJGS
 KV1314  HISTORY     - 1950     GOOD             CGS
 KV1314  HISTORY     - 20021130 MARK NOT FOUND   USPSQD
 KV1314
 KV1314                          STATION DESCRIPTION
 KV1314
 KV1314'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1942
 KV1314'4.3 MI NW FROM SOMERVILLE.
 KV1314'4.3 MILES NORTHWEST ALONG STATE HIGHWAY 31 FROM THE COURTHOUSE
 KV1314'AT SOMERVILLE, SOMERSET COUNTY, 60.9 FEET SOUTHWEST OF POLE
 KV1314'BT-212-BWT 26 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 KV1314'AND ABOUT 0.5 FOOT UNDER GROUND,
 KV1314
 KV1314                          STATION RECOVERY (1950)
 KV1314
 KV1314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KV1314'RECOVERED IN GOOD CONDITION.
 KV1314
 KV1314                          STATION RECOVERY (2002)
 KV1314
 KV1314'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV1314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1312 ***********************************************************************
 KV1312  DESIGNATION -  1745 NJGS
 KV1312  PID         -  KV1312
 KV1312  STATE/COUNTY-  NJ/SOMERSET
 KV1312  USGS QUAD   -  GLADSTONE (1995)
 KV1312
 KV1312                         *CURRENT SURVEY CONTROL
 KV1312  ___________________________________________________________________
 KV1312* NAD 83(1986)-  40 38 55.     (N)    074 38 33.     (W)     SCALED    
 KV1312* NAVD 88     -        60.073  (meters)     197.09   (feet)  ADJUSTED  
 KV1312  ___________________________________________________________________
 KV1312  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KV1312  DYNAMIC HT  -          60.046 (meters)     197.00  (feet)  COMP
 KV1312  MODELED GRAV-     980,178.5   (mgal)                       NAVD 88
 KV1312
 KV1312  VERT ORDER  -  SECOND    CLASS 0
 KV1312
 KV1312.The horizontal coordinates were scaled from a topographic map and have
 KV1312.an estimated accuracy of +/- 6 seconds.
 KV1312
 KV1312.The orthometric height was determined by differential leveling
 KV1312.and adjusted by the National Geodetic Survey in June 1991..
 KV1312
 KV1312.The geoid height was determined by GEOID03.
 KV1312
 KV1312.The dynamic height is computed by dividing the NAVD 88
 KV1312.geopotential number by the normal gravity value computed on the
 KV1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1312.degrees latitude (g = 980.6199 gals.).
 KV1312
 KV1312.The modeled gravity was interpolated from observed gravity values.
 KV1312
 KV1312;                    North         East    Units  Estimated Accuracy
 KV1312;SPC NJ       -   201,540.      137,950.      MT  (+/- 180 meters Scaled)
 KV1312
 KV1312                          SUPERSEDED SURVEY CONTROL
 KV1312
 KV1312  NGVD 29 (??/??/??)   60.341  (m)          197.97   (f) ADJUSTED    2 0
 KV1312
 KV1312.Superseded values are not recommended for survey control.
 KV1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1312.See file dsdata.txt to determine how the superseded data were derived.
 KV1312
 KV1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK302998(NAD 83)
 KV1312_MARKER: DD = SURVEY DISK
 KV1312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1312_SP_SET: CONCRETE
 KV1312_STAMPING: 1745
 KV1312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1312
 KV1312  HISTORY     - Date     Condition        Report By
 KV1312  HISTORY     - UNK      MONUMENTED       NJGS
 KV1312  HISTORY     - 1942     GOOD             NJGS
 KV1312  HISTORY     - 20010331 POOR             NGS
 KV1312
 KV1312                          STATION DESCRIPTION
 KV1312
 KV1312'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1942
 KV1312'0.1 MI N FROM PLUCKEMIN.
 KV1312'0.1 MILE NORTH ALONG STATE HIGHWAY 31 FROM THE CROSSROADS AT
 KV1312'PLUCKEMIN, SOMERSET COUNTY, IN LINE WITH THE NORTH STONE WALL
 KV1312'BOUNDING THE PROPERTY OF ST. PAULS CHURCH, 16.5 FEEET SOUTH OF
 KV1312'POLE BDR-70429, 3.1 FEET EAST OF THE EAST END OF THE WALL, 24.8
 KV1312'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 0.5 FOOT
 KV1312'UNDER GROUND.
 KV1312
 KV1312                          STATION RECOVERY (2001)
 KV1312
 KV1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1312'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0681 ***********************************************************************
 JU0681  DESIGNATION -  17.46 NJGS
 JU0681  PID         -  JU0681
 JU0681  STATE/COUNTY-  NJ/CAMDEN
 JU0681  USGS QUAD   -  CAMDEN (1995)
 JU0681
 JU0681                         *CURRENT SURVEY CONTROL
 JU0681  ___________________________________________________________________
 JU0681* NAD 83(1986)-  39 53 43.     (N)    075 07 09.     (W)     SCALED    
 JU0681* NAVD 88     -         5.068  (meters)      16.63   (feet)  POSTED    
 JU0681  ___________________________________________________________________
 JU0681  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JU0681  DYNAMIC HT  -           5.070 (meters)      16.63  (feet)  COMP
 JU0681  MODELED GRAV-     980,186.4   (mgal)                       NAVD 88
 JU0681
 JU0681  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JU0681
 JU0681.The horizontal coordinates were scaled from a topographic map and have
 JU0681.an estimated accuracy of +/- 6 seconds.
 JU0681
 JU0681.The orthometric height was determined by differential leveling
 JU0681.and adjusted by the National Geodetic Survey in 1992..
 JU0681.No vertical observational check was made to the station.
 JU0681.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JU0681.was located on a no-check spur therefore a value was not computed.
 JU0681
 JU0681.The geoid height was determined by GEOID03.
 JU0681
 JU0681.The dynamic height is computed by dividing the NAVD 88
 JU0681.geopotential number by the normal gravity value computed on the
 JU0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0681.degrees latitude (g = 980.6199 gals.).
 JU0681
 JU0681.The modeled gravity was interpolated from observed gravity values.
 JU0681
 JU0681;                    North         East    Units  Estimated Accuracy
 JU0681;SPC NJ       -   118,070.       97,050.      MT  (+/- 180 meters Scaled)
 JU0681
 JU0681                          SUPERSEDED SURVEY CONTROL
 JU0681
 JU0681  NGVD 29 (??/??/??)    5.435  (m)           17.83   (f) ADJUSTED    1 2
 JU0681
 JU0681.Superseded values are not recommended for survey control.
 JU0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0681.See file dsdata.txt to determine how the superseded data were derived.
 JU0681
 JU0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK898161(NAD 83)
 JU0681_MARKER: B = BOLT
 JU0681_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0681_SP_SET: DOORSILL
 JU0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0681
 JU0681  HISTORY     - Date     Condition        Report By
 JU0681  HISTORY     - 1930     MONUMENTED       NJGS
 JU0681  HISTORY     - 1930     GOOD             CGS
 JU0681  HISTORY     - 1934     GOOD             CGS
 JU0681  HISTORY     - 19941120 GOOD             USPSQD
 JU0681  HISTORY     - 19980111 MARK NOT FOUND   USPSQD
 JU0681
 JU0681                          STATION DESCRIPTION
 JU0681
 JU0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0681'AT GLOUCESTER.
 JU0681'AT GLOUCESTER, CAMDEN COUNTY, ON THE PENNSYLVANIA-READING SEASHORE
 JU0681'LINES, AT THE STATION, AT THE NORTH ENTRANCE ON THE EAST SIDE OF
 JU0681'THE BUILDING, AND IN THE SOUTH END OF THE DOORSILL.  A COPPER
 JU0681'BOLT.
 JU0681
 JU0681                          STATION RECOVERY (1934)
 JU0681
 JU0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JU0681'RECOVERED IN GOOD CONDITION.
 JU0681
 JU0681                          STATION RECOVERY (1994)
 JU0681
 JU0681'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0681'RECOVERED IN GOOD CONDITION.
 JU0681
 JU0681                          STATION RECOVERY (1998)
 JU0681
 JU0681'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2135 ***********************************************************************
 JU2135  DESIGNATION -  17.47 PRR RESET 1934
 JU2135  PID         -  JU2135
 JU2135  STATE/COUNTY-  NJ/CAPE MAY
 JU2135  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2135
 JU2135                         *CURRENT SURVEY CONTROL
 JU2135  ___________________________________________________________________
 JU2135* NAD 83(1986)-  39 10 48.     (N)    074 43 44.     (W)     SCALED    
 JU2135* NAVD 88     -         5.142  (meters)      16.87   (feet)  ADJUSTED  
 JU2135  ___________________________________________________________________
 JU2135  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 JU2135  DYNAMIC HT  -           5.139 (meters)      16.86  (feet)  COMP
 JU2135  MODELED GRAV-     980,080.6   (mgal)                       NAVD 88
 JU2135
 JU2135  VERT ORDER  -  FIRST     CLASS II
 JU2135
 JU2135.The horizontal coordinates were scaled from a topographic map and have
 JU2135.an estimated accuracy of +/- 6 seconds.
 JU2135
 JU2135.The orthometric height was determined by differential leveling
 JU2135.and adjusted by the National Geodetic Survey in June 1991..
 JU2135
 JU2135.The geoid height was determined by GEOID03.
 JU2135
 JU2135.The dynamic height is computed by dividing the NAVD 88
 JU2135.geopotential number by the normal gravity value computed on the
 JU2135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2135.degrees latitude (g = 980.6199 gals.).
 JU2135
 JU2135.The modeled gravity was interpolated from observed gravity values.
 JU2135
 JU2135;                    North         East    Units  Estimated Accuracy
 JU2135;SPC NJ       -    38,510.      130,220.      MT  (+/- 180 meters Scaled)
 JU2135
 JU2135                          SUPERSEDED SURVEY CONTROL
 JU2135
 JU2135  NGVD 29 (04/16/92)    5.528  (m)           18.14   (f) ADJUSTED    1 2
 JU2135
 JU2135.Superseded values are not recommended for survey control.
 JU2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2135.See file dsdata.txt to determine how the superseded data were derived.
 JU2135
 JU2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ234367(NAD 83)
 JU2135_MARKER: DD = SURVEY DISK
 JU2135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU2135_STAMPING: 17.47 PRR RESET 1934
 JU2135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2135+STABILITY: SURFACE MOTION
 JU2135
 JU2135  HISTORY     - Date     Condition        Report By
 JU2135  HISTORY     - 1934     MONUMENTED       NJGS
 JU2135  HISTORY     - 1961     POOR             CGS
 JU2135
 JU2135                          STATION DESCRIPTION
 JU2135
 JU2135'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU2135'AT OCEAN VIEW FROM OCEAN VIEW.
 JU2135'0.35 MILE NORTHWEST OF THE JUNCTION WITH SEA ISLE BOULEVARD AND
 JU2135'THE ROAD LEADING SOUTHEAST TO SEA ISLE CITY, 43 FEET SOUTH OF THE
 JU2135'SOUTHEAST CORNER OF A CONCRETE SLAB USED TO PATCH OLD RAILROAD
 JU2135'CROSSING, 8.5 FEET WEST OF POWER LINE POLE ACE 3235 AND 7.7 FEET
 JU2135'SOUTHEAST OF THE SOUTHEAST EDGE OF THE CONCRETE PAVEMENT OF U.S.
 JU2135'HIGHWAY 9. SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JU2135'NOTE: THE MARK IS DRIVEN OVER AND PARTLY COVERED WITH BLACK TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1310 ***********************************************************************
 KV1310  DESIGNATION -  1748 NJGS
 KV1310  PID         -  KV1310
 KV1310  STATE/COUNTY-  NJ/SOMERSET
 KV1310  USGS QUAD   -  GLADSTONE (1995)
 KV1310
 KV1310                         *CURRENT SURVEY CONTROL
 KV1310  ___________________________________________________________________
 KV1310* NAD 83(1986)-  40 40 45.     (N)    074 39 01.     (W)     SCALED    
 KV1310* NAVD 88     -        60.011  (meters)     196.89   (feet)  ADJUSTED  
 KV1310  ___________________________________________________________________
 KV1310  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KV1310  DYNAMIC HT  -          59.984 (meters)     196.80  (feet)  COMP
 KV1310  MODELED GRAV-     980,177.4   (mgal)                       NAVD 88
 KV1310
 KV1310  VERT ORDER  -  SECOND    CLASS 0
 KV1310
 KV1310.The horizontal coordinates were scaled from a topographic map and have
 KV1310.an estimated accuracy of +/- 6 seconds.
 KV1310
 KV1310.The orthometric height was determined by differential leveling
 KV1310.and adjusted by the National Geodetic Survey in June 1991..
 KV1310
 KV1310.The geoid height was determined by GEOID03.
 KV1310
 KV1310.The dynamic height is computed by dividing the NAVD 88
 KV1310.geopotential number by the normal gravity value computed on the
 KV1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1310.degrees latitude (g = 980.6199 gals.).
 KV1310
 KV1310.The modeled gravity was interpolated from observed gravity values.
 KV1310
 KV1310;                    North         East    Units  Estimated Accuracy
 KV1310;SPC NJ       -   204,930.      137,300.      MT  (+/- 180 meters Scaled)
 KV1310
 KV1310                          SUPERSEDED SURVEY CONTROL
 KV1310
 KV1310  NGVD 29 (??/??/??)   60.269  (m)          197.73   (f) ADJUSTED    2 0
 KV1310
 KV1310.Superseded values are not recommended for survey control.
 KV1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1310.See file dsdata.txt to determine how the superseded data were derived.
 KV1310
 KV1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL295032(NAD 83)
 KV1310_MARKER: DD = SURVEY DISK
 KV1310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1310_SP_SET: CONCRETE
 KV1310_STAMPING: 1748
 KV1310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1310
 KV1310  HISTORY     - Date     Condition        Report By
 KV1310  HISTORY     - UNK      MONUMENTED       NJGS
 KV1310  HISTORY     - 1942     GOOD             NJGS
 KV1310  HISTORY     - 20021130 MARK NOT FOUND   USPSQD
 KV1310
 KV1310                          STATION DESCRIPTION
 KV1310
 KV1310'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1942
 KV1310'AT BEDMINSTER.
 KV1310'AT BEDMINSTER, SOMERSET COUNTY, AT THE NORTHWEST CORNER OF THE
 KV1310'INTERSECTION OF STATE HIGHWAY 31 AND COUNTY ROAD 10, 103.5 FEET
 KV1310'NORTHWEST OF POLE BT-1092-BDR, 86.7 FEET NORTHEAST OF POLE
 KV1310'BY-1202-BDR, 37 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 31
 KV1310'AND ABOUT 0.5 FOOT UNDER GROUND.
 KV1310
 KV1310                          STATION RECOVERY (2002)
 KV1310
 KV1310'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV1310'MARKER WAS LISTED AS BEING ON STATE RT 31 WHICH IS NOW RT 206. THIS
 KV1310'ROAD HAS BEEN RE-ROUTED AND REPAVED SINCE LAST RECOVERED IN 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1309 ***********************************************************************
 KV1309  DESIGNATION -  1749 NJGS
 KV1309  PID         -  KV1309
 KV1309  STATE/COUNTY-  NJ/SOMERSET
 KV1309  USGS QUAD   -  GLADSTONE (1995)
 KV1309
 KV1309                         *CURRENT SURVEY CONTROL
 KV1309  ___________________________________________________________________
 KV1309* NAD 83(1986)-  40 41 00.     (N)    074 39 06.     (W)     SCALED    
 KV1309* NAVD 88     -        72.996  (meters)     239.49   (feet)  ADJUSTED  
 KV1309  ___________________________________________________________________
 KV1309  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KV1309  DYNAMIC HT  -          72.963 (meters)     239.38  (feet)  COMP
 KV1309  MODELED GRAV-     980,176.9   (mgal)                       NAVD 88
 KV1309
 KV1309  VERT ORDER  -  SECOND    CLASS 0
 KV1309
 KV1309.The horizontal coordinates were scaled from a topographic map and have
 KV1309.an estimated accuracy of +/- 6 seconds.
 KV1309
 KV1309.The orthometric height was determined by differential leveling
 KV1309.and adjusted by the National Geodetic Survey in June 1991..
 KV1309
 KV1309.The geoid height was determined by GEOID03.
 KV1309
 KV1309.The dynamic height is computed by dividing the NAVD 88
 KV1309.geopotential number by the normal gravity value computed on the
 KV1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1309.degrees latitude (g = 980.6199 gals.).
 KV1309
 KV1309.The modeled gravity was interpolated from observed gravity values.
 KV1309
 KV1309;                    North         East    Units  Estimated Accuracy
 KV1309;SPC NJ       -   205,400.      137,180.      MT  (+/- 180 meters Scaled)
 KV1309
 KV1309                          SUPERSEDED SURVEY CONTROL
 KV1309
 KV1309  NGVD 29 (??/??/??)   73.253  (m)          240.33   (f) ADJUSTED    2 0
 KV1309
 KV1309.Superseded values are not recommended for survey control.
 KV1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1309.See file dsdata.txt to determine how the superseded data were derived.
 KV1309
 KV1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL294036(NAD 83)
 KV1309_MARKER: DD = SURVEY DISK
 KV1309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1309_SP_SET: CONCRETE
 KV1309_STAMPING: 1749
 KV1309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1309
 KV1309  HISTORY     - Date     Condition        Report By
 KV1309  HISTORY     - UNK      MONUMENTED       NJGS
 KV1309  HISTORY     - 1942     GOOD             CGS
 KV1309  HISTORY     - 20021130 MARK NOT FOUND   USPSQD
 KV1309
 KV1309                          STATION DESCRIPTION
 KV1309
 KV1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1309'0.2 MI N FROM BEDMINSTER.
 KV1309'1/4 MILE NORTH ALONG STATE HIGHWAY 31 FROM THE INTERSECTION OF
 KV1309'COUNTY ROAD 10 AT BEDMINSTER, SOMERSET COUNTY, OPPOSITE CONCRETE
 KV1309'SLAB 1355, 52.4 FEET NORTHEAST OF THE SOUTHWEST CORNER OF
 KV1309'CONCRETE SLAB 1319, 23.8 FEET EAST OF THE CENTERLINE OF THE
 KV1309'HIGHWAY, AND ABOUT 0.5 FOOT UNDER GROUND.
 KV1309
 KV1309                          STATION RECOVERY (2002)
 KV1309
 KV1309'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV1309'MARKER WAS LISTED AS BEING ON STATE RT 31 WHICH IS NOW RT 206. THIS
 KV1309'ROAD HAS BEEN RE-ROUTED AND REPAVED SINCE LAST RECOVERED IN 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1308 ***********************************************************************
 KV1308  DESIGNATION -  1750 NJGS
 KV1308  PID         -  KV1308
 KV1308  STATE/COUNTY-  NJ/SOMERSET
 KV1308  USGS QUAD   -  GLADSTONE (1995)
 KV1308
 KV1308                         *CURRENT SURVEY CONTROL
 KV1308  ___________________________________________________________________
 KV1308* NAD 83(1986)-  40 41 59.     (N)    074 39 31.     (W)     SCALED    
 KV1308* NAVD 88     -        54.681  (meters)     179.40   (feet)  ADJUSTED  
 KV1308  ___________________________________________________________________
 KV1308  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KV1308  DYNAMIC HT  -          54.656 (meters)     179.32  (feet)  COMP
 KV1308  MODELED GRAV-     980,174.6   (mgal)                       NAVD 88
 KV1308
 KV1308  VERT ORDER  -  SECOND    CLASS 0
 KV1308
 KV1308.The horizontal coordinates were scaled from a topographic map and have
 KV1308.an estimated accuracy of +/- 6 seconds.
 KV1308
 KV1308.The orthometric height was determined by differential leveling
 KV1308.and adjusted by the National Geodetic Survey in June 1991..
 KV1308
 KV1308.The geoid height was determined by GEOID03.
 KV1308
 KV1308.The dynamic height is computed by dividing the NAVD 88
 KV1308.geopotential number by the normal gravity value computed on the
 KV1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1308.degrees latitude (g = 980.6199 gals.).
 KV1308
 KV1308.The modeled gravity was interpolated from observed gravity values.
 KV1308
 KV1308;                    North         East    Units  Estimated Accuracy
 KV1308;SPC NJ       -   207,220.      136,600.      MT  (+/- 180 meters Scaled)
 KV1308
 KV1308                          SUPERSEDED SURVEY CONTROL
 KV1308
 KV1308  NGVD 29 (??/??/??)   54.933  (m)          180.23   (f) ADJUSTED    2 0
 KV1308
 KV1308.Superseded values are not recommended for survey control.
 KV1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1308.See file dsdata.txt to determine how the superseded data were derived.
 KV1308
 KV1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL288054(NAD 83)
 KV1308_MARKER: DD = SURVEY DISK
 KV1308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1308_SP_SET: CONCRETE
 KV1308_STAMPING: 1750
 KV1308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1308
 KV1308  HISTORY     - Date     Condition        Report By
 KV1308  HISTORY     - UNK      MONUMENTED       NJGS
 KV1308  HISTORY     - 1942     GOOD             CGS
 KV1308  HISTORY     - 20021130 MARK NOT FOUND   USPSQD
 KV1308
 KV1308                          STATION DESCRIPTION
 KV1308
 KV1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1308'1.6 MI NW FROM BEDMINSTER.
 KV1308'1.6 MILE NORTHWEST ALONG STATE HIGHWAY 31 FROM THE INTERSECTION
 KV1308'OF COUNTY ROAD 10 AT BEDMINSTER, SOMERSET COUNTY, AT A CURVE, 80.9
 KV1308'FEET NORTHEAST OF THE SOUTH END OF THE GUARDRAIL, 46.4 FEET
 KV1308'SOUTHEAST OF THE NORTH END, 18.6 FEET EAST OF THE CENTERLINE
 KV1308'OF THE HIGHWAY, AND ABOUT 0.8 FOOT UNDER GROUND.
 KV1308
 KV1308                          STATION RECOVERY (2002)
 KV1308
 KV1308'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV1308'MARKER WAS LISTED AS BEING ON STATE RT 31 WHICH IS NOW RT 206. THIS
 KV1308'ROAD HAS BEEN RE-ROUTED AND REPAVED SINCE LAST RECOVERED IN 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1307 ***********************************************************************
 KV1307  DESIGNATION -  1751 NJGS
 KV1307  PID         -  KV1307
 KV1307  STATE/COUNTY-  NJ/SOMERSET
 KV1307  USGS QUAD   -  GLADSTONE (1995)
 KV1307
 KV1307                         *CURRENT SURVEY CONTROL
 KV1307  ___________________________________________________________________
 KV1307* NAD 83(1986)-  40 42 14.     (N)    074 39 40.     (W)     SCALED    
 KV1307* NAVD 88     -        68.989  (meters)     226.34   (feet)  ADJUSTED  
 KV1307  ___________________________________________________________________
 KV1307  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KV1307  DYNAMIC HT  -          68.958 (meters)     226.24  (feet)  COMP
 KV1307  MODELED GRAV-     980,174.0   (mgal)                       NAVD 88
 KV1307
 KV1307  VERT ORDER  -  SECOND    CLASS 0
 KV1307
 KV1307.The horizontal coordinates were scaled from a topographic map and have
 KV1307.an estimated accuracy of +/- 6 seconds.
 KV1307
 KV1307.The orthometric height was determined by differential leveling
 KV1307.and adjusted by the National Geodetic Survey in June 1991..
 KV1307
 KV1307.The geoid height was determined by GEOID03.
 KV1307
 KV1307.The dynamic height is computed by dividing the NAVD 88
 KV1307.geopotential number by the normal gravity value computed on the
 KV1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1307.degrees latitude (g = 980.6199 gals.).
 KV1307
 KV1307.The modeled gravity was interpolated from observed gravity values.
 KV1307
 KV1307;                    North         East    Units  Estimated Accuracy
 KV1307;SPC NJ       -   207,680.      136,390.      MT  (+/- 180 meters Scaled)
 KV1307
 KV1307                          SUPERSEDED SURVEY CONTROL
 KV1307
 KV1307  NGVD 29 (??/??/??)   69.240  (m)          227.16   (f) ADJUSTED    2 0
 KV1307
 KV1307.Superseded values are not recommended for survey control.
 KV1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1307.See file dsdata.txt to determine how the superseded data were derived.
 KV1307
 KV1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL286059(NAD 83)
 KV1307_MARKER: DD = SURVEY DISK
 KV1307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1307_SP_SET: CONCRETE
 KV1307_STAMPING: 1751
 KV1307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1307
 KV1307  HISTORY     - Date     Condition        Report By
 KV1307  HISTORY     - UNK      MONUMENTED       NJGS
 KV1307  HISTORY     - 1942     GOOD             CGS
 KV1307  HISTORY     - 20021130 MARK NOT FOUND   USPSQD
 KV1307
 KV1307                          STATION DESCRIPTION
 KV1307
 KV1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1307'1.9 MI NW FROM BEDMINSTER.
 KV1307'1.9 MILE NORTHWEST ALONG STATE HIGHWAY 31 FROM THE INTERSECTION
 KV1307'OF COUNTY ROAD 10 AT BEDMINISTER, SOMERSET COUNTY, OPPOSITE
 KV1307'THE JUNCTION OF A ROAD LEADING TO PEAPACK, 24.6 FEET SOUTHWEST
 KV1307'OF THE CENTERLINE OF THE HIGHWAY, 83.9 FEET WEST OF THE EDGE OF
 KV1307'A MANHOLE, AND ABOUT 0.3 FOOT UNDER GROUND.
 KV1307
 KV1307                          STATION RECOVERY (2002)
 KV1307
 KV1307'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV1307'MARKERS WERE LISTED AS BEING ON STATE RT 31 WHICH IS NOW RT 206. THIS
 KV1307'ROAD HAS BEEN RE-ROUTED AND REPAVED SINCE LAST RECOVERED IN 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0188 ***********************************************************************
 KV0188  DESIGNATION -  175.63 NJGS
 KV0188  PID         -  KV0188
 KV0188  STATE/COUNTY-  NJ/PASSAIC
 KV0188  USGS QUAD   -  POMPTON PLAINS (1995)
 KV0188
 KV0188                         *CURRENT SURVEY CONTROL
 KV0188  ___________________________________________________________________
 KV0188* NAD 83(1986)-  40 56 12.     (N)    074 16 53.     (W)     SCALED    
 KV0188* NAVD 88     -        53.255  (meters)     174.72   (feet)  ADJUSTED  
 KV0188  ___________________________________________________________________
 KV0188  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV0188  DYNAMIC HT  -          53.232 (meters)     174.65  (feet)  COMP
 KV0188  MODELED GRAV-     980,205.1   (mgal)                       NAVD 88
 KV0188
 KV0188  VERT ORDER  -  FIRST     CLASS II
 KV0188
 KV0188.The horizontal coordinates were scaled from a topographic map and have
 KV0188.an estimated accuracy of +/- 6 seconds.
 KV0188
 KV0188.The orthometric height was determined by differential leveling
 KV0188.and adjusted by the National Geodetic Survey in June 1991..
 KV0188
 KV0188.The geoid height was determined by GEOID03.
 KV0188
 KV0188.The dynamic height is computed by dividing the NAVD 88
 KV0188.geopotential number by the normal gravity value computed on the
 KV0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0188.degrees latitude (g = 980.6199 gals.).
 KV0188
 KV0188.The modeled gravity was interpolated from observed gravity values.
 KV0188
 KV0188;                    North         East    Units  Estimated Accuracy
 KV0188;SPC NJ       -   233,540.      168,410.      MT  (+/- 180 meters Scaled)
 KV0188
 KV0188                          SUPERSEDED SURVEY CONTROL
 KV0188
 KV0188  NGVD 29 (??/??/??)   53.534  (m)          175.64   (f) ADJUSTED    1 2
 KV0188
 KV0188.Superseded values are not recommended for survey control.
 KV0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0188.See file dsdata.txt to determine how the superseded data were derived.
 KV0188
 KV0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL604319(NAD 83)
 KV0188_MARKER: X = CHISELED CROSS
 KV0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0188_SP_SET: BRIDGE
 KV0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0188+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2006
 KV0188
 KV0188  HISTORY     - Date     Condition        Report By
 KV0188  HISTORY     - 1933     MONUMENTED       NJGS
 KV0188  HISTORY     - 1943     GOOD             CGS
 KV0188  HISTORY     - 20060409 GOOD             GEOCAC
 KV0188
 KV0188                          STATION DESCRIPTION
 KV0188
 KV0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KV0188'1 MI N FROM WAYNE.
 KV0188'ABOUT 1 MILE NORTH ALONG THE ERIE RAILROAD FROM THE STATION AT
 KV0188'WAYNE, PASSAIC COUNTY, AND ON THE TOP OF THE EAST END OF THE SOUTH
 KV0188'ABUTMENT OF THE BRIDGE OVER POMPTON RIVER, 4.7 FEET EAST OF THE
 KV0188'EAST GIRDER, AND 5 FEET LOWER THAN THE BASE OF THE RAIL.  A
 KV0188'CHISELED CROSS.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN
 KV0188'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS
 KV0188'NOW THE ERIE LACKAWANNA RAILROAD.
 KV0188
 KV0188                          STATION RECOVERY (2006)
 KV0188
 KV0188'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0188'TO GET TO, WEST ON HAUL ROAD FROM NEWARK POMPTON TURNPIKE IN WAYNE,
 KV0188'NJ.  FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6454 ***********************************************************************
 KV6454  DESIGNATION -  176
 KV6454  PID         -  KV6454
 KV6454  STATE/COUNTY-  NJ/MERCER
 KV6454  USGS QUAD   -  PRINCETON (1981)
 KV6454
 KV6454                         *CURRENT SURVEY CONTROL
 KV6454  ___________________________________________________________________
 KV6454* NAD 83(1986)-  40 20 57.     (N)    074 39 38.     (W)     SCALED    
 KV6454* NAVD 88     -        65.129  (meters)     213.68   (feet)  ADJUSTED  
 KV6454  ___________________________________________________________________
 KV6454  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KV6454  DYNAMIC HT  -          65.099 (meters)     213.58  (feet)  COMP
 KV6454  MODELED GRAV-     980,161.7   (mgal)                       NAVD 88
 KV6454
 KV6454  VERT ORDER  -  SECOND    CLASS I
 KV6454
 KV6454.The horizontal coordinates were scaled from a topographic map and have
 KV6454.an estimated accuracy of +/- 6 seconds.
 KV6454
 KV6454.The orthometric height was determined by differential leveling
 KV6454.and adjusted by the National Geodetic Survey in April 1995..
 KV6454
 KV6454.The geoid height was determined by GEOID03.
 KV6454
 KV6454.The dynamic height is computed by dividing the NAVD 88
 KV6454.geopotential number by the normal gravity value computed on the
 KV6454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6454.degrees latitude (g = 980.6199 gals.).
 KV6454
 KV6454.The modeled gravity was interpolated from observed gravity values.
 KV6454
 KV6454;                    North         East    Units  Estimated Accuracy
 KV6454;SPC NJ       -   168,290.      136,360.      MT  (+/- 180 meters Scaled)
 KV6454
 KV6454                          SUPERSEDED SURVEY CONTROL
 KV6454
 KV6454  NGVD 29 (01/10/92)   65.464  (m)          214.78   (f) ADJUSTED    2 1
 KV6454
 KV6454.Superseded values are not recommended for survey control.
 KV6454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6454.See file dsdata.txt to determine how the superseded data were derived.
 KV6454
 KV6454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK288665(NAD 83)
 KV6454_MARKER: DD = SURVEY DISK
 KV6454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6454_SP_SET: CONCRETE POST
 KV6454_STAMPING: 176 214.752
 KV6454_MARK LOGO: NJGS  
 KV6454_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6454+STABILITY: SURFACE MOTION
 KV6454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6454+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1995
 KV6454
 KV6454  HISTORY     - Date     Condition        Report By
 KV6454  HISTORY     - 1930     MONUMENTED       NJGS
 KV6454  HISTORY     - 19900530 GOOD             NJGS
 KV6454  HISTORY     - 19950405 GOOD             NJGS
 KV6454
 KV6454                          STATION DESCRIPTION
 KV6454
 KV6454'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6454'THE STATION IS LOCATED IN THE BOROUGH OF PRINCETON, ON THE SOUTH SIDE
 KV6454'OF NASSAU STREET, STATE HIGHWAY ROUTE 27, IN FRONT OF THE NASSAU
 KV6454'PRESBYTERIAN CHURCH, 17.1 M (56.1 FT) NORTH OF THE NORTHWEST CORNER
 KV6454'OF THE CHURCH, 29.9 M (98.1 FT) WEST NORTHWEST OF THE NORTHEAST
 KV6454'CORNER OF THE CHURCH, 4.0 M (13.1 FT) SOUTH OF THE SOUTH CURBLINE OF
 KV6454'NASSAU STREET, 28.8 M (94.5 FT) WEST SOUTHWEST OF A FIRE HYDRANT AND
 KV6454'IS PROJECTING 0.01 M (0.03 FT) ABOVE THE GROUND.
 KV6454
 KV6454                          STATION RECOVERY (1995)
 KV6454
 KV6454'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV6454'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6521 ***********************************************************************
 KV6521  DESIGNATION -  1772
 KV6521  PID         -  KV6521
 KV6521  STATE/COUNTY-  NJ/SOMERSET
 KV6521  USGS QUAD   -  BERNARDSVILLE (1981)
 KV6521
 KV6521                         *CURRENT SURVEY CONTROL
 KV6521  ___________________________________________________________________
 KV6521* NAD 83(1996)-  40 42 14.54761(N)    074 35 39.26603(W)     ADJUSTED  
 KV6521* NAVD 88     -        84.6    (meters)     278.     (feet)  VERTCON   
 KV6521  ___________________________________________________________________
 KV6521  X           -   1,286,326.033 (meters)                     COMP
 KV6521  Y           -  -4,668,144.317 (meters)                     COMP
 KV6521  Z           -   4,137,596.463 (meters)                     COMP
 KV6521  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 KV6521  ELLIP HEIGHT-          51.44  (meters)          (10/23/02) GPS OBS
 KV6521  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KV6521
 KV6521  HORZ ORDER  -  SECOND
 KV6521  ELLP ORDER  -  FOURTH    CLASS I
 KV6521
 KV6521.The horizontal coordinates were established by GPS observations
 KV6521.and adjusted by the National Geodetic Survey in May 1999..
 KV6521
 KV6521.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6521
 KV6521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6521
 KV6521.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6521
 KV6521.The ellipsoidal height was determined by GPS observations
 KV6521.and is referenced to NAD 83.
 KV6521
 KV6521.The geoid height was determined by GEOID03.
 KV6521
 KV6521;                    North         East     Units Scale Factor Converg.
 KV6521;SPC NJ       -   207,688.565   142,036.488   MT  0.99990078   -0 03 41.3
 KV6521;SPC NJ       -   681,391.57    465,998.04   sFT  0.99990078   -0 03 41.3
 KV6521;UTM  18      - 4,505,982.806   534,277.219   MT  0.99961446   +0 15 52.6
 KV6521
 KV6521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6521!SPC NJ       -   0.99999193  x   0.99990078  =   0.99989271
 KV6521!UTM  18      -   0.99999193  x   0.99961446  =   0.99960639
 KV6521
 KV6521                          SUPERSEDED SURVEY CONTROL
 KV6521
 KV6521  ELLIP H (05/14/99)   51.46   (m)                       GP(       ) 4 1
 KV6521  NAD 83(1986)-  40 42 14.54639(N)    074 35 39.26745(W) AD(       ) 2
 KV6521  NGVD 29 (10/04/91)   84.8    (m)          278.     (f) GPS OBS        
 KV6521
 KV6521.Superseded values are not recommended for survey control.
 KV6521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6521.See file dsdata.txt to determine how the superseded data were derived.
 KV6521
 KV6521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3427705983(NAD 83)
 KV6521_MARKER: DD = SURVEY DISK
 KV6521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6521_SP_SET: CONCRETE POST
 KV6521_STAMPING: 1772
 KV6521_MARK LOGO: NJGS  
 KV6521_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6521+STABILITY: SURFACE MOTION
 KV6521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6521+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1990
 KV6521
 KV6521  HISTORY     - Date     Condition        Report By
 KV6521  HISTORY     - 1935     MONUMENTED       NJGS
 KV6521  HISTORY     - 19900124 GOOD             NJGS
 KV6521  HISTORY     - 20001007 MARK NOT FOUND   LOCSUR
 KV6521
 KV6521                          STATION DESCRIPTION
 KV6521
 KV6521'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6521'THE STATION IS LOCATED IN BERNARDSVILLE BOROUGH.  TO REACH THE STATION
 KV6521'FROM THE JUNCTION OF U.S. HIGHWAY 202, MINE BROOK ROAD, AND MOUNT
 KV6521'AIRY ROAD, COUNTY ROAD 525, IN BERNARDSVILLE BOROUGH, GO 2.64 KM
 KV6521'(1.64 MI) SOUTHWEST ON MINE BROOK ROAD TO THE JUNCTION WITH MEEKER
 KV6521'ROAD, TURN LEFT AND GO 0.32 KM (0.20 MI) SOUTHEAST ON MEEKER ROAD TO
 KV6521'THE NEW JERSEY TRANSIT GRADE CROSSING AND THE STATION, AT THE EDGE OF
 KV6521'PAVEMENT, ON THE RIGHT.  THE STATION IS 3.1 M (10.17 FT) SOUTHWEST OF
 KV6521'THE CENTERLINE OF MEEKER ROAD, 3.6 M (11.81 FT) SOUTH SOUTHEAST OF
 KV6521'THE SOUTHEAST RAIL OF THE TRACKS, 8.8 M (28.87 FT) SOUTHEAST OF THE
 KV6521'SOUTHBOUND LANES WARNING LIGHT, 7.1 M (23.29 FT) SOUTHWEST OF THE
 KV6521'NORTHBOUND LANES WARNING LIGHT, 9.3 M (30.51 FT) NORTH NORTHWEST OF
 KV6521'POLE NJ 873 BB, 23.9 M (78.41 FT) EAST OF A SEMAPHORE SIGNAL, NUMBER
 KV6521'P 365 AND 10.0 M (32.81 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KV6521'SQUARE BASE OF A SEMAPHORE SIGNAL.  THE STATION IS 0.7 M (2.30 FT)
 KV6521'BELOW ROAD LEVEL.
 KV6521
 KV6521                          STATION RECOVERY (2000)
 KV6521
 KV6521'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DBS)
 KV6521'I MEASURED FROM ALL OF THE TIES WITH NO LUCK RECOVERING THE MONUMENT.
 KV6521'DUE TO LOCATION, IT IS MY ASSUMPTION THAT ROADWAY WORK MAY HAVE
 KV6521'DESTROYED THE MONUMENT.
 KV6521' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6005 ***********************************************************************
 KV6005  DESIGNATION -  178
 KV6005  PID         -  KV6005
 KV6005  STATE/COUNTY-  NJ/MERCER
 KV6005  USGS QUAD   -  TRENTON EAST (1981)
 KV6005
 KV6005                         *CURRENT SURVEY CONTROL
 KV6005  ___________________________________________________________________
 KV6005* NAD 83(1986)-  40 11 17.     (N)    074 42 18.     (W)     SCALED    
 KV6005* NAVD 88     -        29.317  (meters)      96.18   (feet)  ADJUSTED  
 KV6005  ___________________________________________________________________
 KV6005  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV6005  DYNAMIC HT  -          29.304 (meters)      96.14  (feet)  COMP
 KV6005  MODELED GRAV-     980,190.3   (mgal)                       NAVD 88
 KV6005
 KV6005  VERT ORDER  -  FIRST     CLASS I
 KV6005
 KV6005.The horizontal coordinates were scaled from a topographic map and have
 KV6005.an estimated accuracy of +/- 6 seconds.
 KV6005
 KV6005.The orthometric height was determined by differential leveling
 KV6005.and adjusted by the National Geodetic Survey in June 1991..
 KV6005
 KV6005.The geoid height was determined by GEOID03.
 KV6005
 KV6005.The dynamic height is computed by dividing the NAVD 88
 KV6005.geopotential number by the normal gravity value computed on the
 KV6005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6005.degrees latitude (g = 980.6199 gals.).
 KV6005
 KV6005.The modeled gravity was interpolated from observed gravity values.
 KV6005
 KV6005;                    North         East    Units  Estimated Accuracy
 KV6005;SPC NJ       -   150,410.      132,540.      MT  (+/- 180 meters Scaled)
 KV6005
 KV6005                          SUPERSEDED SURVEY CONTROL
 KV6005
 KV6005  NGVD 29 (01/10/92)   29.644  (m)           97.26   (f) ADJUSTED    1 1
 KV6005
 KV6005.Superseded values are not recommended for survey control.
 KV6005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6005.See file dsdata.txt to determine how the superseded data were derived.
 KV6005
 KV6005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK251486(NAD 83)
 KV6005_MARKER: DD = SURVEY DISK
 KV6005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6005_SP_SET: CONCRETE POST
 KV6005_STAMPING: 178
 KV6005_MARK LOGO: NJGS  
 KV6005_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6005+STABILITY: SURFACE MOTION
 KV6005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6005+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1989
 KV6005
 KV6005  HISTORY     - Date     Condition        Report By
 KV6005  HISTORY     - 1948     MONUMENTED       NJGS
 KV6005  HISTORY     - 19880715 GOOD             NJGS
 KV6005  HISTORY     - 19890710 GOOD             NJGS
 KV6005
 KV6005                          STATION DESCRIPTION
 KV6005
 KV6005'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6005'AT JUNCTION OF U.S. HIGHWAY 206, SOUTH BROAD STREET (COUNTY ROUTE 524)
 KV6005'AND WHITE HORSE AVENUE, IN THE WHITE HORSE CIRCLE, 1.0 M (3.3 FT)
 KV6005'SOUTHWEST OF POLE NUMBER PS8404HM, 8.1 M (26.6 FT) EAST OF THE CENTER
 KV6005'OF A ROUND GAS BOX IN THE RIGHT LANE OF NORTHBOUND U.S. HIGHWAY 206,
 KV6005'7.8 M (25.6 FT) SOUTHWEST OF THE CENTER OF A MANHOLE IN THE ENTRANCE
 KV6005'WAY FROM SOUTH BROAD STREET TO WHITE HORSE AVENUE, SET 0.1 M (0.3 FT)
 KV6005'BELOW THE GROUND.
 KV6005
 KV6005                          STATION RECOVERY (1989)
 KV6005
 KV6005'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV6005'THE STATION IS LOCATED IN WHITE HORSE, IN HAMILTON TOWNSHIP, IN THE
 KV6005'LARGE ISLAND OF THE WHITE HORSE CIRCLE, AT THE JUNCTION OF
 KV6005'U.S.HIGHWAY ROUTE 206 AND WHITE HORSE AVENUE, COUNTY ROUTE 533, AND
 KV6005'SOUTH BROAD STREET, COUNTY ROUTE 524.  THE STATION IS 1.82 M (5.97
 KV6005'FT) WEST OF THE EXTENDED CENTERLINE OF WHITE HORSE AVENUE, 1.0 M (3.3
 KV6005'FT) SOUTHWEST OF POLE PS 8404 HM, 8.1 M (26.6 FT) EAST OF THE CENTER
 KV6005'OF A ROUND GAS BOX IN THE RIGHT LANE OF ROUTE 206 NORTHBOUND, 7.8 M
 KV6005'(25.6 FT) SOUTHWEST OF THE CENTER OF A MANHOLE IN THE LANE FROM
 KV6005'SOUTHBOUND WHITE HORSE AVENUE TO EASTBOUND SOUTH BROAD STREET AND
 KV6005'27.1 M (88.9 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE SIZZLER
 KV6005'RESTAURANT.  THE STATION IS 0.1 M (0.3 FT) BELOW THE GROUND.  USE
 KV6005'CAUTION AT THIS HEAVILY TRAVELED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6043 ***********************************************************************
 KV6043  DESIGNATION -  17913
 KV6043  PID         -  KV6043
 KV6043  STATE/COUNTY-  NJ/MERCER
 KV6043  USGS QUAD   -  PENNINGTON (1995)
 KV6043
 KV6043                         *CURRENT SURVEY CONTROL
 KV6043  ___________________________________________________________________
 KV6043* NAD 83(1986)-  40 15 12.     (N)    074 48 21.     (W)     SCALED    
 KV6043* NAVD 88     -        34.719  (meters)     113.91   (feet)  ADJUSTED  
 KV6043  ___________________________________________________________________
 KV6043  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KV6043  DYNAMIC HT  -          34.703 (meters)     113.85  (feet)  COMP
 KV6043  MODELED GRAV-     980,165.7   (mgal)                       NAVD 88
 KV6043
 KV6043  VERT ORDER  -  FIRST     CLASS I
 KV6043
 KV6043.The horizontal coordinates were scaled from a topographic map and have
 KV6043.an estimated accuracy of +/- 6 seconds.
 KV6043
 KV6043.The orthometric height was determined by differential leveling
 KV6043.and adjusted by the National Geodetic Survey in January 1994..
 KV6043
 KV6043.The geoid height was determined by GEOID03.
 KV6043
 KV6043.The dynamic height is computed by dividing the NAVD 88
 KV6043.geopotential number by the normal gravity value computed on the
 KV6043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6043.degrees latitude (g = 980.6199 gals.).
 KV6043
 KV6043.The modeled gravity was interpolated from observed gravity values.
 KV6043
 KV6043;                    North         East    Units  Estimated Accuracy
 KV6043;SPC NJ       -   157,690.      123,980.      MT  (+/- 180 meters Scaled)
 KV6043
 KV6043                          SUPERSEDED SURVEY CONTROL
 KV6043
 KV6043  NAVD 88 (06/15/91)   34.717  (m)          113.90   (f) UNKNOWN     1 1
 KV6043  NGVD 29 (01/10/92)   35.023  (m)          114.90   (f) ADJUSTED    1 1
 KV6043
 KV6043.Superseded values are not recommended for survey control.
 KV6043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6043.See file dsdata.txt to determine how the superseded data were derived.
 KV6043
 KV6043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK165558(NAD 83)
 KV6043_MARKER: N = NAIL
 KV6043_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6043_SP_SET: CONCRETE CURB
 KV6043_MARK LOGO: NONE  
 KV6043_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV6043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6043+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1991
 KV6043
 KV6043  HISTORY     - Date     Condition        Report By
 KV6043  HISTORY     - UNK      MONUMENTED       NJGS
 KV6043  HISTORY     - 19880211 GOOD             NJGS
 KV6043  HISTORY     - 19910313 GOOD             NJGS
 KV6043
 KV6043                          STATION DESCRIPTION
 KV6043
 KV6043'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6043'1.1 KM (0.65 MI) SOUTH ALONG LOWER FERRY ROAD FROM THE JUNCTION OF
 KV6043'LOWER FERRY ROAD AND PARKWAY AVENUE, 6.3 M (20.7 FT) EAST OF THE
 KV6043'NORTHEAST CORNER OF A 8 FOOT HIGH CHAIN FENCE OF THE MARIE KASABACH
 KV6043'DEAF SCHOOL ON THE NORTHEAST CURB OF LOWER FERRY ROAD, 4.8 M
 KV6043'(15.7 FT) WEST OF THE CENTERLINE OF LOWER FERRY ROAD, 11.1 M
 KV6043'(36.4 FT) NORTH OF POLE NUMBER E66824EW, A PK NAIL SET IN THE CURB
 KV6043'FLUSH WITH THE TOP OF CURB.
 KV6043
 KV6043                          STATION RECOVERY (1991)
 KV6043
 KV6043'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV6043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6042 ***********************************************************************
 KV6042  DESIGNATION -  17914
 KV6042  PID         -  KV6042
 KV6042  STATE/COUNTY-  NJ/MERCER
 KV6042  USGS QUAD   -  PENNINGTON (1995)
 KV6042
 KV6042                         *CURRENT SURVEY CONTROL
 KV6042  ___________________________________________________________________
 KV6042* NAD 83(1986)-  40 15 05.     (N)    074 48 26.     (W)     SCALED    
 KV6042* NAVD 88     -        36.773  (meters)     120.65   (feet)  ADJUSTED  
 KV6042  ___________________________________________________________________
 KV6042  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KV6042  DYNAMIC HT  -          36.756 (meters)     120.59  (feet)  COMP
 KV6042  MODELED GRAV-     980,165.8   (mgal)                       NAVD 88
 KV6042
 KV6042  VERT ORDER  -  FIRST     CLASS I
 KV6042
 KV6042.The horizontal coordinates were scaled from a topographic map and have
 KV6042.an estimated accuracy of +/- 6 seconds.
 KV6042
 KV6042.The orthometric height was determined by differential leveling
 KV6042.and adjusted by the National Geodetic Survey in June 1991..
 KV6042
 KV6042.The geoid height was determined by GEOID03.
 KV6042
 KV6042.The dynamic height is computed by dividing the NAVD 88
 KV6042.geopotential number by the normal gravity value computed on the
 KV6042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6042.degrees latitude (g = 980.6199 gals.).
 KV6042
 KV6042.The modeled gravity was interpolated from observed gravity values.
 KV6042
 KV6042;                    North         East    Units  Estimated Accuracy
 KV6042;SPC NJ       -   157,470.      123,860.      MT  (+/- 180 meters Scaled)
 KV6042
 KV6042                          SUPERSEDED SURVEY CONTROL
 KV6042
 KV6042  NGVD 29 (01/10/92)   37.079  (m)          121.65   (f) ADJUSTED    1 1
 KV6042
 KV6042.Superseded values are not recommended for survey control.
 KV6042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6042.See file dsdata.txt to determine how the superseded data were derived.
 KV6042
 KV6042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK163556(NAD 83)
 KV6042_MARKER: N = NAIL
 KV6042_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6042_SP_SET: CONCRETE CURB
 KV6042_MARK LOGO: NONE  
 KV6042_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6042+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1991
 KV6042
 KV6042  HISTORY     - Date     Condition        Report By
 KV6042  HISTORY     - UNK      MONUMENTED       NJGS
 KV6042  HISTORY     - 19880211 GOOD             NJGS
 KV6042  HISTORY     - 19910313 GOOD             NJGS
 KV6042
 KV6042                          STATION DESCRIPTION
 KV6042
 KV6042'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6042'1.2 KM (0.75 MI) SOUTH ALONG LOWER FERRY ROAD FROM THE JUNCTION OF
 KV6042'LOWER FERRY ROAD WITH PARKWAY AVENUE TO THE POINT ON THE LEFT. THE
 KV6042'NAIL IS SET IN THE CENTER OF AN INLET CURB PIECE, 4.5 M (14.8 FT) EAST
 KV6042'OF THE CENTERLINE OF LOWER FERRY ROAD, 6.0 M (19.7 FT) NORTH OF POLE
 KV6042'NUMBER A60565EW, IN FRONT OF HOUSE NUMBER 820.
 KV6042
 KV6042                          STATION RECOVERY (1991)
 KV6042
 KV6042'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV6042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1696 ***********************************************************************
 KV1696  DESIGNATION -  18
 KV1696  PID         -  KV1696
 KV1696  STATE/COUNTY-  NJ/HUNTERDON
 KV1696  USGS QUAD   -  FRENCHTOWN (1997)
 KV1696
 KV1696                         *CURRENT SURVEY CONTROL
 KV1696  ___________________________________________________________________
 KV1696* NAD 83(1986)-  40 31 25.     (N)    075 03 47.     (W)     SCALED    
 KV1696* NAVD 88     -        36.539  (meters)     119.88   (feet)  ADJUSTED  
 KV1696  ___________________________________________________________________
 KV1696  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KV1696  DYNAMIC HT  -          36.522 (meters)     119.82  (feet)  COMP
 KV1696  MODELED GRAV-     980,152.0   (mgal)                       NAVD 88
 KV1696
 KV1696  VERT ORDER  -  FIRST     CLASS I
 KV1696
 KV1696.The horizontal coordinates were scaled from a topographic map and have
 KV1696.an estimated accuracy of +/- 6 seconds.
 KV1696
 KV1696.The orthometric height was determined by differential leveling
 KV1696.and adjusted by the National Geodetic Survey in June 1991..
 KV1696.WARNING-Repeat measurements at this control monument indicate possible
 KV1696.vertical movement.
 KV1696
 KV1696.The geoid height was determined by GEOID03.
 KV1696
 KV1696.The dynamic height is computed by dividing the NAVD 88
 KV1696.geopotential number by the normal gravity value computed on the
 KV1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1696.degrees latitude (g = 980.6199 gals.).
 KV1696
 KV1696.The modeled gravity was interpolated from observed gravity values.
 KV1696
 KV1696;                    North         East    Units  Estimated Accuracy
 KV1696;SPC NJ       -   187,800.      102,290.      MT  (+/- 180 meters Scaled)
 KV1696
 KV1696                          SUPERSEDED SURVEY CONTROL
 KV1696
 KV1696  NGVD 29 (01/10/92)   36.804  (m)          120.75   (f) ADJUSTED    1 1
 KV1696
 KV1696.Superseded values are not recommended for survey control.
 KV1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1696.See file dsdata.txt to determine how the superseded data were derived.
 KV1696
 KV1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK946858(NAD 83)
 KV1696_MARKER: B = BOLT
 KV1696_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1696_SP_SET: HEADWALL
 KV1696_MARK LOGO: NONE  
 KV1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1696+STABILITY: SURFACE MOTION
 KV1696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1696+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1988
 KV1696
 KV1696  HISTORY     - Date     Condition        Report By
 KV1696  HISTORY     - 1935     MONUMENTED       PRR
 KV1696  HISTORY     - 1956     GOOD             CGS
 KV1696  HISTORY     - 1975     GOOD             BAKER
 KV1696  HISTORY     - 19881010 GOOD             NJGS
 KV1696
 KV1696                          STATION DESCRIPTION
 KV1696
 KV1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1696'0.2 MI S FROM FRENCHTOWN.
 KV1696'0.2 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KV1696'AT FRENCHTOWN, ON TOP OF THE SOUTH END OF THE EAST HEADWALL OF A
 KV1696'LARGE CONCRETE BRIDGE OVER MISSISSAKOWAY CREEK, 29.4 FEET EAST
 KV1696'OF THE EAST RAIL OF THE MAIN TRACK, 0.5 FOOT NORTH OF THE SOUTH
 KV1696'END OF THE HEADWALL AND 2 FEET BELOW THE LEVEL OF THE TRACK.
 KV1696
 KV1696                          STATION RECOVERY (1975)
 KV1696
 KV1696'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 KV1696'RECOVERED IN GOOD CONDITION.
 KV1696
 KV1696                          STATION RECOVERY (1988)
 KV1696
 KV1696'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1696'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1696'0.32 KM (0.20 MI) SOUTH ALONG THE ABANDONED RAILROAD GRADE FROM THE
 KV1696'FORMER STATION, NOW A RESTAURANT AT FRENCHTOWN. THE MARK IS ON TOP OF
 KV1696'THE SOUTH END OF THE EAST HEADWALL OF A LARGE CONCRETE BRIDGE OVER THE
 KV1696'NISHISAKAWICK CREEK, 0.15 M (0.5 FT) NORTH OF THE SOUTH END OF THE
 KV1696'HEADWALL, 0.6 M (2.0 FT) BELOW THE GRADE OF THE PATH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4076 ***********************************************************************
 JU4076  DESIGNATION -  1800
 JU4076  PID         -  JU4076
 JU4076  STATE/COUNTY-  NJ/ATLANTIC
 JU4076  USGS QUAD   -  ATLANTIC CITY (1994)
 JU4076
 JU4076                         *CURRENT SURVEY CONTROL
 JU4076  ___________________________________________________________________
 JU4076* NAD 83(1986)-  39 22 19.     (N)    074 26 11.     (W)     SCALED    
 JU4076* NAVD 88     -         1.878  (meters)       6.16   (feet)  ADJUSTED  
 JU4076  ___________________________________________________________________
 JU4076  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 JU4076  DYNAMIC HT  -           1.877 (meters)       6.16  (feet)  COMP
 JU4076  MODELED GRAV-     980,108.7   (mgal)                       NAVD 88
 JU4076
 JU4076  VERT ORDER  -  FIRST     CLASS II
 JU4076
 JU4076.The horizontal coordinates were scaled from a topographic map and have
 JU4076.an estimated accuracy of +/- 6 seconds.
 JU4076
 JU4076.The orthometric height was determined by differential leveling
 JU4076.and adjusted by the National Geodetic Survey in June 1991..
 JU4076
 JU4076.The geoid height was determined by GEOID03.
 JU4076
 JU4076.The dynamic height is computed by dividing the NAVD 88
 JU4076.geopotential number by the normal gravity value computed on the
 JU4076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4076.degrees latitude (g = 980.6199 gals.).
 JU4076
 JU4076.The modeled gravity was interpolated from observed gravity values.
 JU4076
 JU4076;                    North         East    Units  Estimated Accuracy
 JU4076;SPC NJ       -    59,790.      155,480.      MT  (+/- 180 meters Scaled)
 JU4076
 JU4076                          SUPERSEDED SURVEY CONTROL
 JU4076
 JU4076  NGVD 29 (01/10/92)    2.282  (m)            7.49   (f) ADJUSTED    1 2
 JU4076
 JU4076.Superseded values are not recommended for survey control.
 JU4076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4076.See file dsdata.txt to determine how the superseded data were derived.
 JU4076
 JU4076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ485582(NAD 83)
 JU4076_MARKER: DD = SURVEY DISK
 JU4076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4076_SP_SET: CONCRETE POST
 JU4076_STAMPING: 1800
 JU4076_MARK LOGO: NJGS  
 JU4076_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4076+STABILITY: SURFACE MOTION
 JU4076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4076+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1997
 JU4076
 JU4076  HISTORY     - Date     Condition        Report By
 JU4076  HISTORY     - 1934     MONUMENTED       NJGS
 JU4076  HISTORY     - 19891031 GOOD             NJGS
 JU4076  HISTORY     - 19970911 GOOD             NJGS
 JU4076
 JU4076                          STATION DESCRIPTION
 JU4076
 JU4076'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 JU4076'THE STATION IS LOCATED IN ATLANTIC CITY, BETWEEN THE CURB AND SIDEWALK
 JU4076'ON THE SOUTHWEST CORNER OF THE JUNCTION OF ABSECON BOULEVARD, U.S.
 JU4076'HIGHWAY ROUTE 30 AND NEW YORK AVENUE.  THE STATION IS 0.9 M (3.0 FT)
 JU4076'SOUTHWEST OF THE SOUTHWEST CURBLINE OF THE ACCESS ROAD WHICH PARALLELS
 JU4076'ROUTE 30, 8.5 M (27.9 FT) WEST SOUTHWEST OF THE CENTERLINE OF NEW
 JU4076'YORK AVENUE, 26.8 M (87.9 FT) SOUTH SOUTHWEST OF THE CENTERLINE OF
 JU4076'THE CONCRETE MEDIAN ISLAND OF ROUTE 30, 9.5 M (31.2 FT) SOUTHEAST OF
 JU4076'A FIRE HYDRANT, 19.3 M (63.3 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 JU4076'THE 112TH FIELD ARTILLERY ARMORY BUILDING AND 0.016 M (0.052 FT)
 JU4076'BELOW THE GROUND.
 JU4076
 JU4076                          STATION RECOVERY (1997)
 JU4076
 JU4076'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU4076'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4352 ***********************************************************************
 AI4352  DESIGNATION -  18001
 AI4352  PID         -  AI4352
 AI4352  STATE/COUNTY-  NJ/SALEM
 AI4352  USGS QUAD   -  WOODSTOWN (1982)
 AI4352
 AI4352                         *CURRENT SURVEY CONTROL
 AI4352  ___________________________________________________________________
 AI4352* NAD 83(1996)-  39 37 56.23419(N)    075 15 41.55728(W)     ADJUSTED  
 AI4352* NAVD 88     -        39.4    (meters)     129.     (feet)  GPS OBS   
 AI4352  ___________________________________________________________________
 AI4352  X           -   1,251,391.700 (meters)                     COMP
 AI4352  Y           -  -4,757,011.086 (meters)                     COMP
 AI4352  Z           -   4,046,629.679 (meters)                     COMP
 AI4352  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AI4352  ELLIP HEIGHT-           5.99  (meters)          (09/25/02) GPS OBS
 AI4352  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 AI4352
 AI4352  HORZ ORDER  -  FIRST
 AI4352  ELLP ORDER  -  FOURTH    CLASS I
 AI4352
 AI4352.The horizontal coordinates were established by GPS observations
 AI4352.and adjusted by the National Geodetic Survey in March 2000..
 AI4352
 AI4352.The orthometric height was determined by GPS observations and a
 AI4352.high-resolution geoid model.
 AI4352
 AI4352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4352
 AI4352.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4352
 AI4352.The ellipsoidal height was determined by GPS observations
 AI4352.and is referenced to NAD 83.
 AI4352
 AI4352.The geoid height was determined by GEOID03.
 AI4352
 AI4352;                    North         East     Units Scale Factor Converg.
 AI4352;SPC NJ       -    88,968.066    84,627.545   MT  0.99995260   -0 29 08.8
 AI4352;SPC NJ       -   291,889.40    277,648.87   sFT  0.99995260   -0 29 08.8
 AI4352;UTM  18      - 4,386,978.677   477,555.405   MT  0.99960620   -0 10 00.6
 AI4352
 AI4352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4352!SPC NJ       -   0.99999906  x   0.99995260  =   0.99995166
 AI4352!UTM  18      -   0.99999906  x   0.99960620  =   0.99960526
 AI4352
 AI4352                          SUPERSEDED SURVEY CONTROL
 AI4352
 AI4352  ELLIP H (03/31/00)    5.99   (m)                       GP(       ) 3 1
 AI4352
 AI4352.Superseded values are not recommended for survey control.
 AI4352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4352.See file dsdata.txt to determine how the superseded data were derived.
 AI4352
 AI4352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7755586979(NAD 83)
 AI4352_MARKER: DD = SURVEY DISK
 AI4352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4352_STAMPING: 18001
 AI4352_MARK LOGO: NJGS  
 AI4352_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4352+STABILITY: SURFACE MOTION
 AI4352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4352+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1999
 AI4352
 AI4352  HISTORY     - Date     Condition        Report By
 AI4352  HISTORY     - 1941     MONUMENTED       NJGS
 AI4352  HISTORY     - 19990701 GOOD             NJGS
 AI4352
 AI4352                          STATION DESCRIPTION
 AI4352
 AI4352'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (JVS)
 AI4352'THE STATION IS LOCATED IN UPPER PITTSGROVE TOWNSHIP ON THE NORTHEAST
 AI4352'SIDE OF U.S.  HIGHWAY 40.  TO REACH THE STATION FROM THE TRAFFIC
 AI4352'CIRCLE AT THE INTERSECTION OF U.S.  HIGHWAY 40 AND STATE ROUTE 77, GO
 AI4352'NORTHWEST ON U.S.  HIGHWAY 40 FOR 2.0 MI (3.2 KM) TO THE STATION ON
 AI4352'THE RIGHT.  THE STATION IS 6.35 M (20.83 FT) NORTHEAST FROM THE
 AI4352'CENTERLINE OF U.S.  HIGHWAY 40, 16.65 M (54.63 FT) SOUTHEAST FROM WOOD
 AI4352'UTILITY POLE NUMBER S 4572, 39.15 M (128.44 FT) NORTHWEST FROM WOOD
 AI4352'UTILITY POLE NUMBER B 4289, 38.0 M (124.7 FT) NORTHWEST FROM A SOUTH
 AI4352'JERSEY GAS COMPANY UNDERGROUND PIPELINE MARKER AND 1.15 M (3.77 FT)
 AI4352'SOUTH SOUTHEAST FROM MILE POST MARKER 14.5.  THE STATION IS SET ABOUT
 AI4352'0.2 M (0.7 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4075 ***********************************************************************
 JU4075  DESIGNATION -  1801 A
 JU4075  PID         -  JU4075
 JU4075  STATE/COUNTY-  NJ/ATLANTIC
 JU4075  USGS QUAD   -  ATLANTIC CITY (1994)
 JU4075
 JU4075                         *CURRENT SURVEY CONTROL
 JU4075  ___________________________________________________________________
 JU4075* NAD 83(1986)-  39 22 25.     (N)    074 26 31.     (W)     SCALED    
 JU4075* NAVD 88     -         2.187  (meters)       7.18   (feet)  ADJUSTED  
 JU4075  ___________________________________________________________________
 JU4075  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JU4075  DYNAMIC HT  -           2.185 (meters)       7.17  (feet)  COMP
 JU4075  MODELED GRAV-     980,109.2   (mgal)                       NAVD 88
 JU4075
 JU4075  VERT ORDER  -  SECOND    CLASS I
 JU4075
 JU4075.The horizontal coordinates were scaled from a topographic map and have
 JU4075.an estimated accuracy of +/- 6 seconds.
 JU4075
 JU4075.The orthometric height was determined by differential leveling
 JU4075.and adjusted by the National Geodetic Survey in March 2001..
 JU4075.No vertical observational check was made to the station.
 JU4075
 JU4075.The geoid height was determined by GEOID03.
 JU4075
 JU4075.The dynamic height is computed by dividing the NAVD 88
 JU4075.geopotential number by the normal gravity value computed on the
 JU4075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4075.degrees latitude (g = 980.6199 gals.).
 JU4075
 JU4075.The modeled gravity was interpolated from observed gravity values.
 JU4075
 JU4075;                    North         East    Units  Estimated Accuracy
 JU4075;SPC NJ       -    59,980.      155,000.      MT  (+/- 180 meters Scaled)
 JU4075
 JU4075                          SUPERSEDED SURVEY CONTROL
 JU4075
 JU4075  NAVD 88 (06/15/91)    2.180  (m)            7.15   (f) UNKNOWN     1 2
 JU4075  NGVD 29 (01/10/92)    2.584  (m)            8.48   (f) ADJUSTED    1 2
 JU4075
 JU4075.Superseded values are not recommended for survey control.
 JU4075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4075.See file dsdata.txt to determine how the superseded data were derived.
 JU4075
 JU4075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ480583(NAD 83)
 JU4075_MARKER: DD = SURVEY DISK
 JU4075_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4075_SP_SET: CURB
 JU4075_STAMPING: 1801 A
 JU4075_MARK LOGO: NJGS  
 JU4075_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4075+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1997
 JU4075
 JU4075  HISTORY     - Date     Condition        Report By
 JU4075  HISTORY     - 1934     MONUMENTED       NJDCED
 JU4075  HISTORY     - 19891031 GOOD             NJGS
 JU4075  HISTORY     - 19970911 GOOD             NJGS
 JU4075
 JU4075                          STATION DESCRIPTION
 JU4075
 JU4075'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 JU4075'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE SOUTHWEST SIDE OF
 JU4075'ABSECON BOULEVARD.  THE STATION IS ON THE SOUTHEAST CORNER OF THE TEE
 JU4075'JUNCTION OF ABSECON BOULEVARD, U.S. HIGHWAY ROUTE 30 AND INDIANA
 JU4075'AVENUE.  THE STATION IS IN THE CURVED CONCRETE CURB, ON THE SOUTH
 JU4075'SIDE OF ROUTE 30.  THE STATION IS 13.4 M (44.0 FT) SOUTHWEST OF THE
 JU4075'CENTERLINE OF THE CONCRETE MEDIAN CURB OF ROUTE 30, 24.2 M (79.4 FT)
 JU4075'EAST OF THE CENTERLINE OF INDIANA AVENUE, 18.0 M (59.1 FT) NORTH OF
 JU4075'THE NORTHWEST CORNER OF THE LIDO MOTEL, TWO STORY STUCCO BUILDING,
 JU4075'4.85 M (15.91 FT) WEST NORTHWEST OF POLE 6997, 9.05 M (29.69 FT)
 JU4075'NORTH NORTHEAST OF THE CENTERLINE OF THE ACCESS ROAD ALONG THE
 JU4075'NORTHEAST SIDE OF THE LIDO MOTEL AND 0.05 M (0.16 FT) BELOW GRASS
 JU4075'COVERING THE CURB.  A NEW CURB PARALLEL TO ROUTE 30 HAS BEEN BUILT AT
 JU4075'THE STATION AND EARTH FILL PLACED BETWEEN THE CURBS.
 JU4075
 JU4075                          STATION RECOVERY (1997)
 JU4075
 JU4075'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU4075'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0178 ***********************************************************************
 KV0178  DESIGNATION -  180.7 NJGS
 KV0178  PID         -  KV0178
 KV0178  STATE/COUNTY-  NJ/PASSAIC
 KV0178  USGS QUAD   -  POMPTON PLAINS (1995)
 KV0178
 KV0178                         *CURRENT SURVEY CONTROL
 KV0178  ___________________________________________________________________
 KV0178* NAD 83(1986)-  40 54 50.     (N)    074 15 39.     (W)     SCALED    
 KV0178* NAVD 88     -        54.787  (meters)     179.75   (feet)  ADJUSTED  
 KV0178  ___________________________________________________________________
 KV0178  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV0178  DYNAMIC HT  -          54.764 (meters)     179.67  (feet)  COMP
 KV0178  MODELED GRAV-     980,204.3   (mgal)                       NAVD 88
 KV0178
 KV0178  VERT ORDER  -  FIRST     CLASS II
 KV0178
 KV0178.The horizontal coordinates were scaled from a topographic map and have
 KV0178.an estimated accuracy of +/- 6 seconds.
 KV0178
 KV0178.The orthometric height was determined by differential leveling
 KV0178.and adjusted by the National Geodetic Survey in June 1991..
 KV0178
 KV0178.The geoid height was determined by GEOID03.
 KV0178
 KV0178.The dynamic height is computed by dividing the NAVD 88
 KV0178.geopotential number by the normal gravity value computed on the
 KV0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0178.degrees latitude (g = 980.6199 gals.).
 KV0178
 KV0178.The modeled gravity was interpolated from observed gravity values.
 KV0178
 KV0178;                    North         East    Units  Estimated Accuracy
 KV0178;SPC NJ       -   231,010.      170,150.      MT  (+/- 180 meters Scaled)
 KV0178
 KV0178                          SUPERSEDED SURVEY CONTROL
 KV0178
 KV0178  NGVD 29 (??/??/??)   55.068  (m)          180.67   (f) ADJUSTED    1 2
 KV0178
 KV0178.Superseded values are not recommended for survey control.
 KV0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0178.See file dsdata.txt to determine how the superseded data were derived.
 KV0178
 KV0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL622294(NAD 83)
 KV0178_MARKER: X = CHISELED CROSS
 KV0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0178_SP_SET: DOORSILL
 KV0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0178
 KV0178  HISTORY     - Date     Condition        Report By
 KV0178  HISTORY     - 1933     MONUMENTED       NJGS
 KV0178  HISTORY     - 1934     GOOD             CGS
 KV0178  HISTORY     - 20060219 MARK NOT FOUND   GEOCAC
 KV0178
 KV0178                          STATION DESCRIPTION
 KV0178
 KV0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0178'AT MOUNTAIN VIEW.
 KV0178'AT MOUNTAIN VIEW, PASSAIC COUNTY, AT THE DELAWARE, LACKAWANNA AND
 KV0178'WESTERN RAILROAD STATION, 270 FEET EAST OF A ROAD CROSSING, AT THE
 KV0178'SOUTH ENTRANCE TO THE STATION, AND ON THE EAST END OF THE CONCRETE
 KV0178'DOORSILL.  A CHISELED CROSS.  NOTE-- THE DELAWARE, LACKAWANNA AND
 KV0178'WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE
 KV0178'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV0178
 KV0178                          STATION RECOVERY (2006)
 KV0178
 KV0178'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0178'THE TRAIN STATION WAS DEMOLISHED MANY YEARS AGO.  THE CONCRETE
 KV0178'DOORSILL NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0515 ***********************************************************************
 JU0515  DESIGNATION -  1814 NJGS
 JU0515  PID         -  JU0515
 JU0515  STATE/COUNTY-  NJ/ATLANTIC
 JU0515  USGS QUAD   -  MAYS LANDING (1989)
 JU0515
 JU0515                         *CURRENT SURVEY CONTROL
 JU0515  ___________________________________________________________________
 JU0515* NAD 83(1986)-  39 28 48.     (N)    074 42 24.     (W)     SCALED    
 JU0515* NAVD 88     -        11.370  (meters)      37.30   (feet)  ADJUSTED  
 JU0515  ___________________________________________________________________
 JU0515  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JU0515  DYNAMIC HT  -          11.364 (meters)      37.28  (feet)  COMP
 JU0515  MODELED GRAV-     980,123.9   (mgal)                       NAVD 88
 JU0515
 JU0515  VERT ORDER  -  SECOND    CLASS 0
 JU0515
 JU0515.The horizontal coordinates were scaled from a topographic map and have
 JU0515.an estimated accuracy of +/- 6 seconds.
 JU0515
 JU0515.The orthometric height was determined by differential leveling
 JU0515.and adjusted by the National Geodetic Survey in June 1991..
 JU0515
 JU0515.The geoid height was determined by GEOID03.
 JU0515
 JU0515.The dynamic height is computed by dividing the NAVD 88
 JU0515.geopotential number by the normal gravity value computed on the
 JU0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0515.degrees latitude (g = 980.6199 gals.).
 JU0515
 JU0515.The modeled gravity was interpolated from observed gravity values.
 JU0515
 JU0515;                    North         East    Units  Estimated Accuracy
 JU0515;SPC NJ       -    71,810.      132,220.      MT  (+/- 180 meters Scaled)
 JU0515
 JU0515                          SUPERSEDED SURVEY CONTROL
 JU0515
 JU0515  NGVD 29 (??/??/??)   11.751  (m)           38.55   (f) ADJUSTED    2 0
 JU0515
 JU0515.Superseded values are not recommended for survey control.
 JU0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0515.See file dsdata.txt to determine how the superseded data were derived.
 JU0515
 JU0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ252700(NAD 83)
 JU0515_MARKER: DD = SURVEY DISK
 JU0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0515_STAMPING: 1814
 JU0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0515+STABILITY: SURFACE MOTION
 JU0515
 JU0515  HISTORY     - Date     Condition        Report By
 JU0515  HISTORY     - UNK      MONUMENTED       NJGS
 JU0515  HISTORY     - 1961     GOOD             CGS
 JU0515
 JU0515                          STATION DESCRIPTION
 JU0515
 JU0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0515'1.9 MI NE FROM MAYS LANDING.
 JU0515'1.9 MILE NORTHEAST ON U.S. HIGHWAY 50.  60 FEET NORTHEAST OF
 JU0515'THE PROLONGED CENTER LINE OF THE ROAD LEADING NORTH NORTHEAST, 25
 JU0515'FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY 50 AND 22 FEET
 JU0515'SOUTHWEST OF CABLE LINE POLE NO. 84.  SET IN THE TOP OF A CONCRETE
 JU0515'POST PROJECTING 2 INCHES AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JU0515'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0177 ***********************************************************************
 KV0177  DESIGNATION -  181.65 DLWRR
 KV0177  PID         -  KV0177
 KV0177  STATE/COUNTY-  NJ/PASSAIC
 KV0177  USGS QUAD   -  POMPTON PLAINS (1995)
 KV0177
 KV0177                         *CURRENT SURVEY CONTROL
 KV0177  ___________________________________________________________________
 KV0177* NAD 83(1986)-  40 54 32.     (N)    074 15 08.     (W)     SCALED    
 KV0177* NAVD 88     -        55.040  (meters)     180.58   (feet)  ADJUSTED  
 KV0177  ___________________________________________________________________
 KV0177  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV0177  DYNAMIC HT  -          55.017 (meters)     180.50  (feet)  COMP
 KV0177  MODELED GRAV-     980,204.7   (mgal)                       NAVD 88
 KV0177
 KV0177  VERT ORDER  -  FIRST     CLASS II
 KV0177
 KV0177.The horizontal coordinates were scaled from a topographic map and have
 KV0177.an estimated accuracy of +/- 6 seconds.
 KV0177
 KV0177.The orthometric height was determined by differential leveling
 KV0177.and adjusted by the National Geodetic Survey in June 1991..
 KV0177
 KV0177.The geoid height was determined by GEOID03.
 KV0177
 KV0177.The dynamic height is computed by dividing the NAVD 88
 KV0177.geopotential number by the normal gravity value computed on the
 KV0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0177.degrees latitude (g = 980.6199 gals.).
 KV0177
 KV0177.The modeled gravity was interpolated from observed gravity values.
 KV0177
 KV0177;                    North         East    Units  Estimated Accuracy
 KV0177;SPC NJ       -   230,460.      170,870.      MT  (+/- 180 meters Scaled)
 KV0177
 KV0177                          SUPERSEDED SURVEY CONTROL
 KV0177
 KV0177  NGVD 29 (??/??/??)   55.322  (m)          181.50   (f) ADJUSTED    1 2
 KV0177
 KV0177.Superseded values are not recommended for survey control.
 KV0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0177.See file dsdata.txt to determine how the superseded data were derived.
 KV0177
 KV0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL629289(NAD 83)
 KV0177_MARKER: X = CHISELED CROSS
 KV0177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0177_SP_SET: FOUNDATION
 KV0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0177
 KV0177  HISTORY     - Date     Condition        Report By
 KV0177  HISTORY     - 1933     MONUMENTED       DLWRR
 KV0177  HISTORY     - 1939     GOOD             CGS
 KV0177  HISTORY     - 20060219 MARK NOT FOUND   GEOCAC
 KV0177
 KV0177                          STATION DESCRIPTION
 KV0177
 KV0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 KV0177'0.5 MI E FROM MOUNTAIN VIEW.
 KV0177'ABOUT 1/2 MILE EAST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV0177'RAILROAD FROM THE STATION AT MOUNTAIN VIEW, 205 FEET WEST OF
 KV0177'MILEPOST 20, ABOUT 200 YARDS NORTHEAST OF THE SMOKESTACK OF AN
 KV0177'ABANDONED BRICK MILL, 45 YARDS EAST OF AN AUTOMATIC SIGNAL,
 KV0177'AT ABANDONED SEMAPHORE SIGNAL 20.1, ON THE TOP OF THE SOUTHEAST
 KV0177'CORNER OF THE CONCRETE FOUNDATION, 1-3/4 INCHES WEST OF THE EAST
 KV0177'END, 1-3/4 INCHES NORTH OF THE SOUTH EDGE, 6 FEET 6 INCHES
 KV0177'NORTH OF THE NORTH RAIL, AND LEVEL WITH THE BASE OF THE RAIL.  A
 KV0177'CHISELED CROSS.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN
 KV0177'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD
 KV0177'IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV0177
 KV0177                          STATION RECOVERY (2006)
 KV0177
 KV0177'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0177'MUCH WORK HAS BEEN DONE TO THE TRACKS OVER THE LAST SIXTY YEARS.  THE
 KV0177'ABANDONED SEMAPHORE NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0134 ***********************************************************************
 KV0134  DESIGNATION -  182
 KV0134  PID         -  KV0134
 KV0134  STATE/COUNTY-  NJ/BERGEN
 KV0134  USGS QUAD   -  WEEHAWKEN (1995)
 KV0134
 KV0134                         *CURRENT SURVEY CONTROL
 KV0134  ___________________________________________________________________
 KV0134* NAD 83(1986)-  40 50 40.     (N)    074 05 14.     (W)     SCALED    
 KV0134* NAVD 88     -        55.06   (+/-2cm)     180.6    (feet)  VERTCON   
 KV0134  ___________________________________________________________________
 KV0134  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KV0134
 KV0134  VERT ORDER  -  ? (See Below)
 KV0134
 KV0134.The horizontal coordinates were scaled from a topographic map and have
 KV0134.an estimated accuracy of +/- 6 seconds.
 KV0134
 KV0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV0134.The vertical order pertains to the NGVD 29 superseded value.
 KV0134
 KV0134.The geoid height was determined by GEOID03.
 KV0134
 KV0134;                    North         East    Units  Estimated Accuracy
 KV0134;SPC NJ       -   223,360.      184,810.      MT  (+/- 180 meters Scaled)
 KV0134
 KV0134                          SUPERSEDED SURVEY CONTROL
 KV0134
 KV0134  NGVD 29 (??/??/??)   55.369  (m)          181.66   (f) ADJUSTED    ?  
 KV0134
 KV0134.Superseded values are not recommended for survey control.
 KV0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0134.See file dsdata.txt to determine how the superseded data were derived.
 KV0134
 KV0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL769218(NAD 83)
 KV0134_MARKER: X = CHISELED CROSS
 KV0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0134_SP_SET: STEP
 KV0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0134
 KV0134  HISTORY     - Date     Condition        Report By
 KV0134  HISTORY     - 1933     MONUMENTED       RBNF
 KV0134  HISTORY     - 1950     GOOD             CGS
 KV0134  HISTORY     - 19940918 MARK NOT FOUND   USPSQD
 KV0134  HISTORY     - 20060513 MARK NOT FOUND   GEOCAC
 KV0134
 KV0134                          STATION DESCRIPTION
 KV0134
 KV0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KV0134'AT WOODRIDGE.
 KV0134'AT WOODRIDGE, BERGEN COUNTY, AT THE SOUTHWEST CORNER OF THE
 KV0134'INTERSECTION OF UNION AVENUE AND HACKENSACK STREET, AT THE
 KV0134'HACKENSACK STREET ENTRANCE TO PUBLIC SCHOOL 1, AND ON THE TOP
 KV0134'SURFACE OF THE LOWEST CONCRETE STEP.  A CHISELED CROSS.
 KV0134
 KV0134                          STATION RECOVERY (1994)
 KV0134
 KV0134'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0134'MARK NOT FOUND.
 KV0134
 KV0134                          STATION RECOVERY (2006)
 KV0134
 KV0134'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0134'COULD NOT FIND A CHISELED CROSS AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0516 ***********************************************************************
 JU0516  DESIGNATION -  1830 NJGS
 JU0516  PID         -  JU0516
 JU0516  STATE/COUNTY-  NJ/ATLANTIC
 JU0516  USGS QUAD   -  MAYS LANDING (1989)
 JU0516
 JU0516                         *CURRENT SURVEY CONTROL
 JU0516  ___________________________________________________________________
 JU0516* NAD 83(1986)-  39 29 21.     (N)    074 41 47.     (W)     SCALED    
 JU0516* NAVD 88     -        14.806  (meters)      48.58   (feet)  ADJUSTED  
 JU0516  ___________________________________________________________________
 JU0516  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JU0516  DYNAMIC HT  -          14.799 (meters)      48.55  (feet)  COMP
 JU0516  MODELED GRAV-     980,124.7   (mgal)                       NAVD 88
 JU0516
 JU0516  VERT ORDER  -  SECOND    CLASS 0
 JU0516
 JU0516.The horizontal coordinates were scaled from a topographic map and have
 JU0516.an estimated accuracy of +/- 6 seconds.
 JU0516
 JU0516.The orthometric height was determined by differential leveling
 JU0516.and adjusted by the National Geodetic Survey in June 1991..
 JU0516
 JU0516.The geoid height was determined by GEOID03.
 JU0516
 JU0516.The dynamic height is computed by dividing the NAVD 88
 JU0516.geopotential number by the normal gravity value computed on the
 JU0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0516.degrees latitude (g = 980.6199 gals.).
 JU0516
 JU0516.The modeled gravity was interpolated from observed gravity values.
 JU0516
 JU0516;                    North         East    Units  Estimated Accuracy
 JU0516;SPC NJ       -    72,820.      133,110.      MT  (+/- 180 meters Scaled)
 JU0516
 JU0516                          SUPERSEDED SURVEY CONTROL
 JU0516
 JU0516  NGVD 29 (??/??/??)   15.185  (m)           49.82   (f) ADJUSTED    2 0
 JU0516
 JU0516.Superseded values are not recommended for survey control.
 JU0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0516.See file dsdata.txt to determine how the superseded data were derived.
 JU0516
 JU0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ261711(NAD 83)
 JU0516_MARKER: DD = SURVEY DISK
 JU0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0516_STAMPING: 1830
 JU0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0516+STABILITY: SURFACE MOTION
 JU0516
 JU0516  HISTORY     - Date     Condition        Report By
 JU0516  HISTORY     - UNK      MONUMENTED       NJGS
 JU0516  HISTORY     - 1961     GOOD             CGS
 JU0516  HISTORY     - 20040925 POOR             GEOCAC
 JU0516
 JU0516                          STATION DESCRIPTION
 JU0516
 JU0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0516'3.8 MI SW FROM EGG HARBOR CITY.
 JU0516'3.8 MILES SOUTHWEST ON U.S. HIGHWAY 50 FROM THE POST OFFICE AT
 JU0516'EGG HARBOR CITY THENCE 0.1 MILE SOUTHWEST OF PINE STREET.  66.6
 JU0516'FEET EAST AND ACROSS THE HIGHWAY FROM POWER LINE POLE ACE 3659
 JU0516'AND 28.6 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY 50.  SET
 JU0516'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL
 JU0516'WITH THE HIGHWAY.
 JU0516
 JU0516                          STATION RECOVERY (2004)
 JU0516
 JU0516'RECOVERY NOTE BY GEOCACHING 2004 (STC)
 JU0516'SETTING APPEARS TO BE UNDISTURBED.  FACE OF DISK IS MARRED AND
 JU0516'UNREADABLE.  HANDHELD GPS COORDINATES ARE N 39 29 21.7 W 074 41 46.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0490 ***********************************************************************
 JU0490  DESIGNATION -  1833 NJGS
 JU0490  PID         -  JU0490
 JU0490  STATE/COUNTY-  NJ/ATLANTIC
 JU0490  USGS QUAD   -  OCEAN CITY (1994)
 JU0490
 JU0490                         *CURRENT SURVEY CONTROL
 JU0490  ___________________________________________________________________
 JU0490* NAD 83(1986)-  39 18 53.     (N)    074 35 43.     (W)     SCALED    
 JU0490* NAVD 88     -         8.970  (meters)      29.43   (feet)  ADJUSTED  
 JU0490  ___________________________________________________________________
 JU0490  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 JU0490  DYNAMIC HT  -           8.965 (meters)      29.41  (feet)  COMP
 JU0490  MODELED GRAV-     980,104.8   (mgal)                       NAVD 88
 JU0490
 JU0490  VERT ORDER  -  FIRST     CLASS I
 JU0490
 JU0490.The horizontal coordinates were scaled from a topographic map and have
 JU0490.an estimated accuracy of +/- 6 seconds.
 JU0490
 JU0490.The orthometric height was determined by differential leveling
 JU0490.and adjusted by the National Geodetic Survey in June 1991..
 JU0490
 JU0490.The geoid height was determined by GEOID03.
 JU0490
 JU0490.The dynamic height is computed by dividing the NAVD 88
 JU0490.geopotential number by the normal gravity value computed on the
 JU0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0490.degrees latitude (g = 980.6199 gals.).
 JU0490
 JU0490.The modeled gravity was interpolated from observed gravity values.
 JU0490
 JU0490;                    North         East    Units  Estimated Accuracy
 JU0490;SPC NJ       -    53,440.      141,780.      MT  (+/- 180 meters Scaled)
 JU0490
 JU0490                          SUPERSEDED SURVEY CONTROL
 JU0490
 JU0490  NGVD 29 (04/16/92)    9.365  (m)           30.73   (f) ADJUSTED    1 1
 JU0490
 JU0490.Superseded values are not recommended for survey control.
 JU0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0490.See file dsdata.txt to determine how the superseded data were derived.
 JU0490
 JU0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ348517(NAD 83)
 JU0490_MARKER: DD = SURVEY DISK
 JU0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0490_STAMPING: 1833
 JU0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0490+STABILITY: SURFACE MOTION
 JU0490
 JU0490  HISTORY     - Date     Condition        Report By
 JU0490  HISTORY     - UNK      MONUMENTED       NJGS
 JU0490  HISTORY     - 1964     GOOD             CGS
 JU0490  HISTORY     - 1979     GOOD             NGS
 JU0490  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU0490
 JU0490                          STATION DESCRIPTION
 JU0490
 JU0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0490'AT SOMERS POINT.
 JU0490'AT SOMERS POINT, AT THE INTERSECTION OF SHORE ROAD AND NEW
 JU0490'YORK AVENUE, 0.05 MILE SOUTHEAST ALONG NEW YORK AVENUE FROM THE
 JU0490'SOMERS POINT POST OFFICE, 3.6 FEET SOUTHWEST OF THE SOUTHWEST
 JU0490'CURB OF NEW YORK AVENUE, 1.0 FOOT NORTHWEST OF THE NORTHWEST
 JU0490'CURB OF SHORE ROAD, 1.1 FEET SOUTHWEST OF POWER POLE 6108, 1.0
 JU0490'FOOT SOUTHEAST OF THE SOUTHEAST EDGE OF THE SIDEWALK, ABOUT 3
 JU0490'INCHES BELOW THE LEVEL OF THE SIDEWALK AND SET IN THE TOP OF A
 JU0490'CONCRETE POST THAT IS ABOUT 3 INCHES UNDERGROUND.
 JU0490
 JU0490                          STATION RECOVERY (1979)
 JU0490
 JU0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0490'RECOVERED IN GOOD CONDITION.
 JU0490
 JU0490                          STATION RECOVERY (2001)
 JU0490
 JU0490'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0490'A NEW SIDEWALK HAS BEEN CONSTRUCTED AT THIS LOCATION SINCE THE LAST
 JU0490'RECOVERY.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0489 ***********************************************************************
 JU0489  DESIGNATION -  1834
 JU0489  PID         -  JU0489
 JU0489  STATE/COUNTY-  NJ/ATLANTIC
 JU0489  USGS QUAD   -  OCEAN CITY (1994)
 JU0489
 JU0489                         *CURRENT SURVEY CONTROL
 JU0489  ___________________________________________________________________
 JU0489* NAD 83(1986)-  39 19 10.     (N)    074 35 29.     (W)     SCALED    
 JU0489* NAVD 88     -         7.931  (meters)      26.02   (feet)  ADJUSTED  
 JU0489  ___________________________________________________________________
 JU0489  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 JU0489  DYNAMIC HT  -           7.927 (meters)      26.01  (feet)  COMP
 JU0489  MODELED GRAV-     980,105.5   (mgal)                       NAVD 88
 JU0489
 JU0489  VERT ORDER  -  FIRST     CLASS II
 JU0489
 JU0489.The horizontal coordinates were scaled from a topographic map and have
 JU0489.an estimated accuracy of +/- 6 seconds.
 JU0489
 JU0489.The orthometric height was determined by differential leveling
 JU0489.and adjusted by the National Geodetic Survey in March 2005..
 JU0489
 JU0489.The geoid height was determined by GEOID03.
 JU0489
 JU0489.The dynamic height is computed by dividing the NAVD 88
 JU0489.geopotential number by the normal gravity value computed on the
 JU0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0489.degrees latitude (g = 980.6199 gals.).
 JU0489
 JU0489.The modeled gravity was interpolated from observed gravity values.
 JU0489
 JU0489;                    North         East    Units  Estimated Accuracy
 JU0489;SPC NJ       -    53,970.      142,120.      MT  (+/- 180 meters Scaled)
 JU0489
 JU0489                          SUPERSEDED SURVEY CONTROL
 JU0489
 JU0489  NAVD 88 (06/15/91)    7.927  (m)           26.01   (f) UNKNOWN     1 1
 JU0489  NGVD 29 (04/16/92)    8.323  (m)           27.31   (f) ADJUSTED    1 1
 JU0489
 JU0489.Superseded values are not recommended for survey control.
 JU0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0489.See file dsdata.txt to determine how the superseded data were derived.
 JU0489
 JU0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ352523(NAD 83)
 JU0489_MARKER: DD = SURVEY DISK
 JU0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0489_STAMPING: 1834
 JU0489_MARK LOGO: NJGS  
 JU0489_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0489+STABILITY: SURFACE MOTION
 JU0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0489+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2000
 JU0489
 JU0489  HISTORY     - Date     Condition        Report By
 JU0489  HISTORY     - 1934     MONUMENTED       NJGS
 JU0489  HISTORY     - 1964     GOOD             CGS
 JU0489  HISTORY     - 1979     GOOD             NGS
 JU0489  HISTORY     - 20000408 GOOD             NJGS
 JU0489
 JU0489                          STATION DESCRIPTION
 JU0489
 JU0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0489'AT SOMERS POINT.
 JU0489'AT SOMERS POINT, ABOUT 0.55 MILE NORTHEAST ALONG SHORE ROAD
 JU0489'FROM THE SOMERS POINT CITY HALL, NEAR THE INTERSECTION OF SHORE
 JU0489'ROAD AND MARYLAND AVENUE, 8.0 FEET NORTHWEST OF THE NORTHWEST
 JU0489'CURB OF SHORE ROAD, 145 FEET SOUTHWEST OF THE CENTER LINE OF
 JU0489'MARYLAND AVENUE, 1.0 FOOT NORTHWEST OF THE NORTHWEST EDGE OF
 JU0489'THE SIDEWALK, 2.5 FEET SOUTH OF THE SOUTH CORNER OF CONCRETE
 JU0489'BASE OF A TELEPHONE BOOTH, 7 FEET WEST OF POWER POLE NO. 11,
 JU0489'ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP
 JU0489'OF A CONCRETE POST THAT IS ABOUT 1 INCH UNDERGROUND.
 JU0489
 JU0489                          STATION RECOVERY (1979)
 JU0489
 JU0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0489'THE MARK IS 1 FT  E FROM A WITNESS POST.
 JU0489
 JU0489                          STATION RECOVERY (2000)
 JU0489
 JU0489'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (JVS)
 JU0489'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0182 ***********************************************************************
 KV0182  DESIGNATION -  183.99 DLWRR
 KV0182  PID         -  KV0182
 KV0182  STATE/COUNTY-  NJ/PASSAIC
 KV0182  USGS QUAD   -  POMPTON PLAINS (1995)
 KV0182
 KV0182                         *CURRENT SURVEY CONTROL
 KV0182  ___________________________________________________________________
 KV0182* NAD 83(1986)-  40 54 56.     (N)    074 15 56.     (W)     SCALED    
 KV0182* NAVD 88     -        55.804  (meters)     183.08   (feet)  ADJUSTED  
 KV0182  ___________________________________________________________________
 KV0182  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV0182  DYNAMIC HT  -          55.781 (meters)     183.01  (feet)  COMP
 KV0182  MODELED GRAV-     980,204.3   (mgal)                       NAVD 88
 KV0182
 KV0182  VERT ORDER  -  FIRST     CLASS II
 KV0182
 KV0182.The horizontal coordinates were scaled from a topographic map and have
 KV0182.an estimated accuracy of +/- 6 seconds.
 KV0182
 KV0182.The orthometric height was determined by differential leveling
 KV0182.and adjusted by the National Geodetic Survey in June 1991..
 KV0182
 KV0182.The geoid height was determined by GEOID03.
 KV0182
 KV0182.The dynamic height is computed by dividing the NAVD 88
 KV0182.geopotential number by the normal gravity value computed on the
 KV0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0182.degrees latitude (g = 980.6199 gals.).
 KV0182
 KV0182.The modeled gravity was interpolated from observed gravity values.
 KV0182
 KV0182;                    North         East    Units  Estimated Accuracy
 KV0182;SPC NJ       -   231,200.      169,750.      MT  (+/- 180 meters Scaled)
 KV0182
 KV0182                          SUPERSEDED SURVEY CONTROL
 KV0182
 KV0182  NGVD 29 (??/??/??)   56.085  (m)          184.01   (f) ADJUSTED    1 2
 KV0182
 KV0182.Superseded values are not recommended for survey control.
 KV0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0182.See file dsdata.txt to determine how the superseded data were derived.
 KV0182
 KV0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL618296(NAD 83)
 KV0182_MARKER: X = CHISELED CROSS
 KV0182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0182_SP_SET: BRIDGE
 KV0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0182
 KV0182  HISTORY     - Date     Condition        Report By
 KV0182  HISTORY     - 1933     MONUMENTED       DLWRR
 KV0182  HISTORY     - 1934     GOOD             CGS
 KV0182
 KV0182                          STATION DESCRIPTION
 KV0182
 KV0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0182'AT MOUNTAIN VIEW.
 KV0182'AT MOUNTAIN VIEW, PASSAIC COUNTY, ABOUT 925 FEET WEST OF THE
 KV0182'DELAWARE, LACKAWANNA AND WESTERN RAILROAD STATION, AT THE
 KV0182'OVERHEAD CROSSING OF STATE HIGHWAY 23, ON THE TOP OF THE SPANNER
 KV0182'WALL OF A CONCRETE PIER PAINTED 183.99, 24 FEET SOUTH OF THE
 KV0182'SOUTH RAIL OF THE SOUTH TRACK, AND ABOUT 8 FEET HIGHER THAN THE
 KV0182'TRACK.  A CHISELED CROSS.  NOTE-- THE DELAWARE, LACKAWANNA AND
 KV0182'WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE
 KV0182'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6034 ***********************************************************************
 KV6034  DESIGNATION -  184
 KV6034  PID         -  KV6034
 KV6034  STATE/COUNTY-  NJ/MERCER
 KV6034  USGS QUAD   -  TRENTON WEST (1995)
 KV6034
 KV6034                         *CURRENT SURVEY CONTROL
 KV6034  ___________________________________________________________________
 KV6034* NAD 83(1986)-  40 13 14.     (N)    074 46 09.     (W)     SCALED    
 KV6034* NAVD 88     -        14.611  (meters)      47.94   (feet)  ADJUSTED  
 KV6034  ___________________________________________________________________
 KV6034  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 KV6034  DYNAMIC HT  -          14.605 (meters)      47.92  (feet)  COMP
 KV6034  MODELED GRAV-     980,176.4   (mgal)                       NAVD 88
 KV6034
 KV6034  VERT ORDER  -  FIRST     CLASS I
 KV6034
 KV6034.The horizontal coordinates were scaled from a topographic map and have
 KV6034.an estimated accuracy of +/- 6 seconds.
 KV6034
 KV6034.The orthometric height was determined by differential leveling
 KV6034.and adjusted by the National Geodetic Survey in June 1991..
 KV6034
 KV6034.The geoid height was determined by GEOID03.
 KV6034
 KV6034.The dynamic height is computed by dividing the NAVD 88
 KV6034.geopotential number by the normal gravity value computed on the
 KV6034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6034.degrees latitude (g = 980.6199 gals.).
 KV6034
 KV6034.The modeled gravity was interpolated from observed gravity values.
 KV6034
 KV6034;                    North         East    Units  Estimated Accuracy
 KV6034;SPC NJ       -   154,040.      127,090.      MT  (+/- 180 meters Scaled)
 KV6034
 KV6034                          SUPERSEDED SURVEY CONTROL
 KV6034
 KV6034  NGVD 29 (01/10/92)   14.928  (m)           48.98   (f) ADJUSTED    1 1
 KV6034
 KV6034.Superseded values are not recommended for survey control.
 KV6034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6034.See file dsdata.txt to determine how the superseded data were derived.
 KV6034
 KV6034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK196522(NAD 83)
 KV6034_MARKER: DD = SURVEY DISK
 KV6034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6034_SP_SET: CONCRETE POST
 KV6034_STAMPING: 184  48.984
 KV6034_MARK LOGO: NJGS  
 KV6034_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6034+STABILITY: SURFACE MOTION
 KV6034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6034+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1988
 KV6034
 KV6034  HISTORY     - Date     Condition        Report By
 KV6034  HISTORY     - 1934     MONUMENTED       NJGS
 KV6034  HISTORY     - 19881211 GOOD             NJGS
 KV6034
 KV6034                          STATION DESCRIPTION
 KV6034
 KV6034'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6034'IN TRENTON, ABOUT 0.6 KM (0.35 MI) WEST ALONG WEST STATE STREET FROM
 KV6034'ITS INTERSECTION WITH NORTH BROAD STREET, SET ON THE NORTHWEST CORNER
 KV6034'OF WEST STATE AND WILLOW STREETS, 1.53 M (5.0 FT) NORTHEAST OF THE
 KV6034'NORTH CURB OF WEST STATE STREET, 4.3 M (14.1 FT) WEST OF A FIRE
 KV6034'HYDRANT, 4.46 M (14.6 FT) NORTH OF THE CENTER OF A MANHOLE, SET IN A
 KV6034'ROUND MONUMENT BOX, 0.02 M (0.1 FT) BELOW THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0271 ***********************************************************************
 JU0271  DESIGNATION -  1844 NJGS
 JU0271  PID         -  JU0271
 JU0271  STATE/COUNTY-  NJ/ATLANTIC
 JU0271  USGS QUAD   -  OCEANVILLE (1989)
 JU0271
 JU0271                         *CURRENT SURVEY CONTROL
 JU0271  ___________________________________________________________________
 JU0271* NAD 83(1986)-  39 25 57.     (N)    074 29 24.     (W)     SCALED    
 JU0271* NAVD 88     -         9.818  (meters)      32.21   (feet)  ADJUSTED  
 JU0271  ___________________________________________________________________
 JU0271  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JU0271  DYNAMIC HT  -           9.813 (meters)      32.19  (feet)  COMP
 JU0271  MODELED GRAV-     980,121.4   (mgal)                       NAVD 88
 JU0271
 JU0271  VERT ORDER  -  FIRST     CLASS I
 JU0271
 JU0271.The horizontal coordinates were scaled from a topographic map and have
 JU0271.an estimated accuracy of +/- 6 seconds.
 JU0271
 JU0271.The orthometric height was determined by differential leveling
 JU0271.and adjusted by the National Geodetic Survey in June 1991..
 JU0271
 JU0271.The geoid height was determined by GEOID03.
 JU0271
 JU0271.The dynamic height is computed by dividing the NAVD 88
 JU0271.geopotential number by the normal gravity value computed on the
 JU0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0271.degrees latitude (g = 980.6199 gals.).
 JU0271
 JU0271.The modeled gravity was interpolated from observed gravity values.
 JU0271
 JU0271;                    North         East    Units  Estimated Accuracy
 JU0271;SPC NJ       -    66,510.      150,860.      MT  (+/- 180 meters Scaled)
 JU0271
 JU0271                          SUPERSEDED SURVEY CONTROL
 JU0271
 JU0271  NGVD 29 (04/16/92)   10.206  (m)           33.48   (f) ADJUSTED    1 1
 JU0271
 JU0271.Superseded values are not recommended for survey control.
 JU0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0271.See file dsdata.txt to determine how the superseded data were derived.
 JU0271
 JU0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ438648(NAD 83)
 JU0271_MARKER: DD = SURVEY DISK
 JU0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0271_STAMPING: 1844
 JU0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0271+STABILITY: SURFACE MOTION
 JU0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0271+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 JU0271
 JU0271  HISTORY     - Date     Condition        Report By
 JU0271  HISTORY     - UNK      MONUMENTED       NJGS
 JU0271  HISTORY     - 1964     GOOD             CGS
 JU0271  HISTORY     - 1979     GOOD             NGS
 JU0271  HISTORY     - 20060517 GOOD             CANJDE
 JU0271
 JU0271                          STATION DESCRIPTION
 JU0271
 JU0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0271'AT ABSECON.
 JU0271'AT ABSECON, ABOUT 0.80 MILE NORTHEAST ALONG SHORE ROAD FROM
 JU0271'THE INTERSECTION OF U.S. HIGHWAY 30, ABOUT 100 YARDS SOUTHWEST
 JU0271'ALONG SHORE ROAD FROM THE JUNCTION OF U.S. HIGHWAY 9, 16 FEET
 JU0271'NORTHEAST OF THE CENTERLINE OF A DRIVEWAY LEADING SOUTHEAST,
 JU0271'1.6 FEET SOUTHEAST OF THE SOUTHEAST CURB OF SHORE ROAD, 1.6
 JU0271'FEET NORTHWEST OF THE NORTHWEST EDGE OF THE SIDEWALK, 52 FEET
 JU0271'SOUTHWEST OF CABLE LINE POLE P 16803, ABOUT LEVEL WITH THE
 JU0271'SIDEWALK AND SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH
 JU0271'WITH THE GROUND.
 JU0271
 JU0271                          STATION RECOVERY (1979)
 JU0271
 JU0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0271'THE MARK IS 1 FT  E FROM A WITNESS POST.
 JU0271
 JU0271                          STATION RECOVERY (2006)
 JU0271
 JU0271'RECOVERY NOTE BY   2006 (GAC)
 JU0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6035 ***********************************************************************
 KV6035  DESIGNATION -  185
 KV6035  PID         -  KV6035
 KV6035  STATE/COUNTY-  NJ/MERCER
 KV6035  USGS QUAD   -  TRENTON WEST (1995)
 KV6035
 KV6035                         *CURRENT SURVEY CONTROL
 KV6035  ___________________________________________________________________
 KV6035* NAD 83(1986)-  40 13 17.     (N)    074 46 18.     (W)     SCALED    
 KV6035* NAVD 88     -        15.600  (meters)      51.18   (feet)  ADJUSTED  
 KV6035  ___________________________________________________________________
 KV6035  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KV6035  DYNAMIC HT  -          15.593 (meters)      51.16  (feet)  COMP
 KV6035  MODELED GRAV-     980,175.9   (mgal)                       NAVD 88
 KV6035
 KV6035  VERT ORDER  -  FIRST     CLASS I
 KV6035
 KV6035.The horizontal coordinates were scaled from a topographic map and have
 KV6035.an estimated accuracy of +/- 6 seconds.
 KV6035
 KV6035.The orthometric height was determined by differential leveling
 KV6035.and adjusted by the National Geodetic Survey in June 1991..
 KV6035
 KV6035.The geoid height was determined by GEOID03.
 KV6035
 KV6035.The dynamic height is computed by dividing the NAVD 88
 KV6035.geopotential number by the normal gravity value computed on the
 KV6035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6035.degrees latitude (g = 980.6199 gals.).
 KV6035
 KV6035.The modeled gravity was interpolated from observed gravity values.
 KV6035
 KV6035;                    North         East    Units  Estimated Accuracy
 KV6035;SPC NJ       -   154,130.      126,880.      MT  (+/- 180 meters Scaled)
 KV6035
 KV6035                          SUPERSEDED SURVEY CONTROL
 KV6035
 KV6035  NGVD 29 (01/10/92)   15.916  (m)           52.22   (f) ADJUSTED    1 1
 KV6035
 KV6035.Superseded values are not recommended for survey control.
 KV6035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6035.See file dsdata.txt to determine how the superseded data were derived.
 KV6035
 KV6035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK194523(NAD 83)
 KV6035_MARKER: DD = SURVEY DISK
 KV6035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6035_SP_SET: CONCRETE POST
 KV6035_STAMPING: 185
 KV6035_MARK LOGO: NJGS  
 KV6035_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6035+STABILITY: SURFACE MOTION
 KV6035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6035+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1991
 KV6035
 KV6035  HISTORY     - Date     Condition        Report By
 KV6035  HISTORY     - 1934     MONUMENTED       NJGS
 KV6035  HISTORY     - 19881211 GOOD             NJGS
 KV6035  HISTORY     - 19910605 GOOD             NJGS
 KV6035  HISTORY     - 20060508 GOOD             USGS
 KV6035
 KV6035                          STATION DESCRIPTION
 KV6035
 KV6035'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6035'IN TRENTON, ABOUT 1.1 KM (0.70 MI) WEST ALONG WEST STATE STREET FROM
 KV6035'ITS INTERSECTION WITH NORTH BROAD STREET, SET ON THE NORTH SIDE OF
 KV6035'WEST STATE STREET, OPPOSITE AND ACROSS THE STREET FROM THE NEW JERSEY
 KV6035'STATE MUSEUM, 2.6 M (8.5 FT) NORTH OF A FIRE HYDRANT, 6.33 M
 KV6035'(20.8 FT) WEST OF THE SOUHTWEST CORNER OF THE CONTEMPORARY CLUB (HOUSE
 KV6035'NUMBER 176), 8.57 M (28.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KV6035'NEW JERSEY EDUCATION ASSOCIATION, SET IN A ROUND MONUMENT BOX, 0.06 M
 KV6035'(0.2 FT) BELOW THE SIDEWALK.
 KV6035
 KV6035                          STATION RECOVERY (1991)
 KV6035
 KV6035'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV6035'RECOVERED IN GOOD CONDITION.
 KV6035
 KV6035                          STATION RECOVERY (2006)
 KV6035
 KV6035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KMH)
 KV6035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0124 ***********************************************************************
 JU0124  DESIGNATION -  1850
 JU0124  PID         -  JU0124
 JU0124  STATE/COUNTY-  NJ/ATLANTIC
 JU0124  USGS QUAD   -  NEW GRETNA (1977)
 JU0124
 JU0124                         *CURRENT SURVEY CONTROL
 JU0124  ___________________________________________________________________
 JU0124* NAD 83(1986)-  39 30 39.     (N)    074 27 27.     (W)     SCALED    
 JU0124* NAVD 88     -         4.410  (meters)      14.47   (feet)  ADJUSTED  
 JU0124  ___________________________________________________________________
 JU0124  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JU0124  DYNAMIC HT  -           4.408 (meters)      14.46  (feet)  COMP
 JU0124  MODELED GRAV-     980,137.9   (mgal)                       NAVD 88
 JU0124
 JU0124  VERT ORDER  -  FIRST     CLASS I
 JU0124
 JU0124.The horizontal coordinates were scaled from a topographic map and have
 JU0124.an estimated accuracy of +/- 6 seconds.
 JU0124
 JU0124.The orthometric height was determined by differential leveling
 JU0124.and adjusted by the National Geodetic Survey in June 1991..
 JU0124
 JU0124.The geoid height was determined by GEOID03.
 JU0124
 JU0124.The dynamic height is computed by dividing the NAVD 88
 JU0124.geopotential number by the normal gravity value computed on the
 JU0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0124.degrees latitude (g = 980.6199 gals.).
 JU0124
 JU0124.The modeled gravity was interpolated from observed gravity values.
 JU0124
 JU0124;                    North         East    Units  Estimated Accuracy
 JU0124;SPC NJ       -    75,210.      153,660.      MT  (+/- 180 meters Scaled)
 JU0124
 JU0124                          SUPERSEDED SURVEY CONTROL
 JU0124
 JU0124  NGVD 29 (04/16/92)    4.798  (m)           15.74   (f) ADJUSTED    1 1
 JU0124
 JU0124.Superseded values are not recommended for survey control.
 JU0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0124.See file dsdata.txt to determine how the superseded data were derived.
 JU0124
 JU0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ466736(NAD 83)
 JU0124_MARKER: DD = SURVEY DISK
 JU0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0124_STAMPING: 1850
 JU0124_MARK LOGO: NJGS  
 JU0124_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0124+STABILITY: SURFACE MOTION
 JU0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0124+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1995
 JU0124
 JU0124  HISTORY     - Date     Condition        Report By
 JU0124  HISTORY     - UNK      MONUMENTED       NJGS
 JU0124  HISTORY     - 1964     GOOD             CGS
 JU0124  HISTORY     - 1979     GOOD             NGS
 JU0124  HISTORY     - 1985     GOOD             USPSQD
 JU0124  HISTORY     - 19950316 GOOD             NJGS
 JU0124
 JU0124                          STATION DESCRIPTION
 JU0124
 JU0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0124'3 MI N FROM OCEANVILLE.
 JU0124'ABOUT 2.95 MILES NORTH ALONG U.S. HIGHWAY 9 FROM THE POST OFFICE
 JU0124'AT OCEANVILLE, 293 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE
 JU0124'INTERSECTION OF W. MOTTS CREEK ROAD LEADING WEST AND KINGS
 JU0124'HIGHWAY LEADING EAST, 29.0 FEET WEST OF THE CENTER LINE OF THE
 JU0124'HIGHWAY, 11.0 FEET SOUTH OF CABLE LINE POLE 81, 75 FEET NORTHWEST
 JU0124'OF AND ACROSS HIGHWAY FROM POWER LINE POLE 14029, ABOUT LEVEL WITH
 JU0124'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU0124'0.2 FOOT.
 JU0124
 JU0124                          STATION RECOVERY (1979)
 JU0124
 JU0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0124'RECOVERED IN GOOD CONDITION.
 JU0124
 JU0124                          STATION RECOVERY (1985)
 JU0124
 JU0124'RECOVERY NOTE BY US POWER SQUADRON 1985 (CWK)
 JU0124'RECOVERED IN GOOD CONDITION.
 JU0124
 JU0124                          STATION RECOVERY (1995)
 JU0124
 JU0124'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0124'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  W.  MOTTS CREEK
 JU0124'ROAD IS NOW KNOW AS MOTTS CREEK ROAD, COUNTY ROAD 657.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0121 ***********************************************************************
 JU0121  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0121  DESIGNATION -  1851
 JU0121  PID         -  JU0121
 JU0121  STATE/COUNTY-  NJ/ATLANTIC
 JU0121  USGS QUAD   -  NEW GRETNA (1977)
 JU0121
 JU0121                         *CURRENT SURVEY CONTROL
 JU0121  ___________________________________________________________________
 JU0121* NAD 83(1986)-  39 32 12.     (N)    074 27 54.     (W)     SCALED    
 JU0121* NAVD 88     -         3.542  (meters)      11.62   (feet)  ADJUSTED  
 JU0121  ___________________________________________________________________
 JU0121  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JU0121  DYNAMIC HT  -           3.541 (meters)      11.62  (feet)  COMP
 JU0121  MODELED GRAV-     980,143.2   (mgal)                       NAVD 88
 JU0121
 JU0121  VERT ORDER  -  FIRST     CLASS I
 JU0121
 JU0121.The horizontal coordinates were scaled from a topographic map and have
 JU0121.an estimated accuracy of +/- 6 seconds.
 JU0121
 JU0121.The orthometric height was determined by differential leveling
 JU0121.and adjusted by the National Geodetic Survey in June 1991..
 JU0121
 JU0121.This Tidal Bench Mark is designated as VM 2669
 JU0121.by the Center for Operational Oceanographic Products and Services.
 JU0121
 JU0121.The geoid height was determined by GEOID03.
 JU0121
 JU0121.The dynamic height is computed by dividing the NAVD 88
 JU0121.geopotential number by the normal gravity value computed on the
 JU0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0121.degrees latitude (g = 980.6199 gals.).
 JU0121
 JU0121.The modeled gravity was interpolated from observed gravity values.
 JU0121
 JU0121;                    North         East    Units  Estimated Accuracy
 JU0121;SPC NJ       -    78,080.      153,010.      MT  (+/- 180 meters Scaled)
 JU0121
 JU0121                          SUPERSEDED SURVEY CONTROL
 JU0121
 JU0121  NGVD 29 (04/16/92)    3.929  (m)           12.89   (f) ADJUSTED    1 1
 JU0121
 JU0121.Superseded values are not recommended for survey control.
 JU0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0121.See file dsdata.txt to determine how the superseded data were derived.
 JU0121
 JU0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ459764(NAD 83)
 JU0121_MARKER: DD = SURVEY DISK
 JU0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0121_STAMPING: 1851
 JU0121_MARK LOGO: NJGS  
 JU0121_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0121+STABILITY: SURFACE MOTION
 JU0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0121+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1995
 JU0121
 JU0121  HISTORY     - Date     Condition        Report By
 JU0121  HISTORY     - UNK      MONUMENTED       NJGS
 JU0121  HISTORY     - 1964     GOOD             CGS
 JU0121  HISTORY     - 1979     GOOD             NGS
 JU0121  HISTORY     - 1985     GOOD             USPSQD
 JU0121  HISTORY     - 19950316 GOOD             NJGS
 JU0121
 JU0121                          STATION DESCRIPTION
 JU0121
 JU0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0121'4.8 MI N FROM OCEANVILLE.
 JU0121'ABOUT 4.75 MILES NORTH ALONG U.S. HIGHWAY 9 FROM THE POST OFFICE
 JU0121'AT OCEANVILLE, 0.25 MILE NORTH OF BRIDGE OVER NACOTE CREEK, 75
 JU0121'FEET SOUTH OF THE SOUTH CORNER OF A ONE STORY HOUSE, 52 FEET
 JU0121'NORTH OF THE CENTER LINE OF DRIVEWAY LEADING TO HOUSE, 29.2 FEET
 JU0121'WEST OF THE CENTER LINE OF HIGHWAY, 92 FEET NORTH OF AND ACROSS
 JU0121'HIGHWAY FROM POWER LINE POLE 14085, ABOUT LEVEL WITH THE HIGHWAY
 JU0121'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JU0121'NOTE-- THE NORTHEAST CORNER OF THE MARK HAS BEEN CHIPPED OFF
 JU0121'HOWEVER THE POST IS STILL SOLID.
 JU0121
 JU0121                          STATION RECOVERY (1979)
 JU0121
 JU0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0121'NOTE-- 75.0 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 JU0121'THE HOUSE NUMBER IS 39.
 JU0121
 JU0121                          STATION RECOVERY (1985)
 JU0121
 JU0121'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHF)
 JU0121'RECOVERED IN GOOD CONDITION.
 JU0121
 JU0121                          STATION RECOVERY (1995)
 JU0121
 JU0121'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0121'THE STATION IS LOCATED IN GALLOWAY TOWNSHIP ON THE WEST SIDE OF U.S.
 JU0121'HIGHWAY 9.  TO REACH THE STATION FROM THE U.S HIGHWAY 9 BRIDGE OVER
 JU0121'NACOTE CREEK, GO NORTH ON U.S.  HIGHWAY 9 FOR 0.25 MI (0.40 KM) TO THE
 JU0121'STATION ON THE LEFT.  THE STATION IS 96.5 FT (29.4 M) SOUTH FROM POLE
 JU0121'NUMBER 3927, 29.5 FT (9.0 M) WEST FROM THE CENTERLINE OF U.S. HIGHWAY
 JU0121'9, 9.5 FT (2.9 M) WEST FROM THE WEST EDGE OF PAVING OF U.S. HIGHWAY 9
 JU0121'AND 84 FT (25.6 M) NORTHWEST FROM POLE NUMBER BT 517130 BC.  THE
 JU0121'STATION IS EAST SOUTHEAST FROM HOUSE NUMBER 39, A ONE STORY FRAME
 JU0121'DWELLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0120 ***********************************************************************
 JU0120  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0120  DESIGNATION -  1852
 JU0120  PID         -  JU0120
 JU0120  STATE/COUNTY-  NJ/ATLANTIC
 JU0120  USGS QUAD   -  NEW GRETNA (1977)
 JU0120
 JU0120                         *CURRENT SURVEY CONTROL
 JU0120  ___________________________________________________________________
 JU0120* NAD 83(1986)-  39 32 29.     (N)    074 27 51.     (W)     SCALED    
 JU0120* NAVD 88     -         1.973  (meters)       6.47   (feet)  ADJUSTED  
 JU0120  ___________________________________________________________________
 JU0120  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JU0120  DYNAMIC HT  -           1.972 (meters)       6.47  (feet)  COMP
 JU0120  MODELED GRAV-     980,144.2   (mgal)                       NAVD 88
 JU0120
 JU0120  VERT ORDER  -  FIRST     CLASS I
 JU0120
 JU0120.The horizontal coordinates were scaled from a topographic map and have
 JU0120.an estimated accuracy of +/- 6 seconds.
 JU0120
 JU0120.The orthometric height was determined by differential leveling
 JU0120.and adjusted by the National Geodetic Survey in June 1991..
 JU0120
 JU0120.This Tidal Bench Mark is designated as VM 2659
 JU0120.by the Center for Operational Oceanographic Products and Services.
 JU0120
 JU0120.The geoid height was determined by GEOID03.
 JU0120
 JU0120.The dynamic height is computed by dividing the NAVD 88
 JU0120.geopotential number by the normal gravity value computed on the
 JU0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0120.degrees latitude (g = 980.6199 gals.).
 JU0120
 JU0120.The modeled gravity was interpolated from observed gravity values.
 JU0120
 JU0120;                    North         East    Units  Estimated Accuracy
 JU0120;SPC NJ       -    78,600.      153,080.      MT  (+/- 180 meters Scaled)
 JU0120
 JU0120                          SUPERSEDED SURVEY CONTROL
 JU0120
 JU0120  NGVD 29 (04/16/92)    2.360  (m)            7.74   (f) ADJUSTED    1 1
 JU0120
 JU0120.Superseded values are not recommended for survey control.
 JU0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0120.See file dsdata.txt to determine how the superseded data were derived.
 JU0120
 JU0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ460769(NAD 83)
 JU0120_MARKER: DD = SURVEY DISK
 JU0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0120_STAMPING: 1852
 JU0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0120+STABILITY: SURFACE MOTION
 JU0120
 JU0120  HISTORY     - Date     Condition        Report By
 JU0120  HISTORY     - UNK      MONUMENTED       NJGS
 JU0120  HISTORY     - 1964     GOOD             CGS
 JU0120  HISTORY     - 1979     GOOD             NGS
 JU0120  HISTORY     - 1985     GOOD             USPSQD
 JU0120  HISTORY     - 19950316 MARK NOT FOUND   NJGS
 JU0120
 JU0120                          STATION DESCRIPTION
 JU0120
 JU0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0120'5.1 MI N FROM OCEANVILLE.
 JU0120'ABOUT 5.1 MILES NORTH ALONG U.S. HIGHWAY 9 FROM THE POST OFFICE
 JU0120'AT OCEANVILLE, 0.6 MILE NORTH OF BRIDGE OVER NACOTE CREEK,
 JU0120'0.1 MILE SOUTH OF COUNTY ROAD 575, ON THE OUTSIDE OF A CURVE
 JU0120'WITH TANGENTS EXTENDING NORTHEAST AND SOUTH, 51 FEET WEST OF AND
 JU0120'ACROSS HIGHWAY FROM POWER POLE 14094, 27.5 FEET WEST-NORTHWEST OF
 JU0120'THE CENTER LINE OF THE HIGHWAY, 9.0 FEET SOUTHWEST OF CABLE LINE
 JU0120'POLE P-19356, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 JU0120'A CONCRETE POST PROJECTING 0.1 FOOT.
 JU0120
 JU0120                          STATION RECOVERY (1979)
 JU0120
 JU0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0120'RECOVERED IN GOOD CONDITION.
 JU0120
 JU0120                          STATION RECOVERY (1985)
 JU0120
 JU0120'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHF)
 JU0120'RECOVERED IN GOOD CONDITION.
 JU0120
 JU0120                          STATION RECOVERY (1995)
 JU0120
 JU0120'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0120'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0120'SEARCH BY A TWO MAN PARTY.  THE BASE AND PART OF THE STEM WERE FOUND.
 JU0120'THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4209 ***********************************************************************
 JU4209  DESIGNATION -  1855
 JU4209  PID         -  JU4209
 JU4209  STATE/COUNTY-  NJ/ATLANTIC
 JU4209  USGS QUAD   -  MAYS LANDING (1989)
 JU4209
 JU4209                         *CURRENT SURVEY CONTROL
 JU4209  ___________________________________________________________________
 JU4209* NAD 83(1986)-  39 27 26.     (N)    074 43 31.     (W)     SCALED    
 JU4209* NAVD 88     -         6.497  (meters)      21.32   (feet)  ADJUSTED  
 JU4209  ___________________________________________________________________
 JU4209  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JU4209  DYNAMIC HT  -           6.493 (meters)      21.30  (feet)  COMP
 JU4209  MODELED GRAV-     980,122.1   (mgal)                       NAVD 88
 JU4209
 JU4209  VERT ORDER  -  FIRST     CLASS II
 JU4209
 JU4209.The horizontal coordinates were scaled from a topographic map and have
 JU4209.an estimated accuracy of +/- 6 seconds.
 JU4209
 JU4209.The orthometric height was determined by differential leveling
 JU4209.and adjusted by the National Geodetic Survey in January 1994..
 JU4209
 JU4209.The geoid height was determined by GEOID03.
 JU4209
 JU4209.The dynamic height is computed by dividing the NAVD 88
 JU4209.geopotential number by the normal gravity value computed on the
 JU4209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4209.degrees latitude (g = 980.6199 gals.).
 JU4209
 JU4209.The modeled gravity was interpolated from observed gravity values.
 JU4209
 JU4209;                    North         East    Units  Estimated Accuracy
 JU4209;SPC NJ       -    69,280.      130,610.      MT  (+/- 180 meters Scaled)
 JU4209
 JU4209                          SUPERSEDED SURVEY CONTROL
 JU4209
 JU4209  NGVD 29 (01/10/92)    6.880  (m)           22.57   (f) ADJUSTED    1 2
 JU4209
 JU4209.Superseded values are not recommended for survey control.
 JU4209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4209.See file dsdata.txt to determine how the superseded data were derived.
 JU4209
 JU4209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ236675(NAD 83)
 JU4209_MARKER: DD = SURVEY DISK
 JU4209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4209_SP_SET: CONCRETE POST
 JU4209_STAMPING: 1855
 JU4209_MARK LOGO: NJGS  
 JU4209_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4209+STABILITY: SURFACE MOTION
 JU4209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4209+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1990
 JU4209
 JU4209  HISTORY     - Date     Condition        Report By
 JU4209  HISTORY     - 1935     MONUMENTED       NJGS
 JU4209  HISTORY     - 19900713 GOOD             NJGS
 JU4209
 JU4209                          STATION DESCRIPTION
 JU4209
 JU4209'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 JU4209'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, IN THE TOWN OF MAYS
 JU4209'LANDING.  TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE ROUTE
 JU4209'50 AND U.S. HIGHWAY 40, GO 0.64 KM (0.40 MI) NORTH  ON ROUTE 50 TO
 JU4209'THE STATION ON THE LEFT, SET ON THE SOUTHWEST CORNER OF THE
 JU4209'INTERSECTION OF CAPE MAY AVENUE, ROUTE 50, AND SEVENTH STREET, ON THE
 JU4209'SAME CORNER IS A CUMBERLAND FARMS STORE, 1.6 M (5.2 FT) WEST OF THE
 JU4209'WEST CURBLINE OF ROUTE 50, 7.8 M (25.6 FT) WEST OF THE CENTERLINE OF
 JU4209'ROUTE 50, 4.8 M (15.7 FT) SOUTH OF THE SOUTH CURBLINE OF SEVENTH
 JU4209'STREET, 9.6 M (31.5 FT) SOUTH OF THE CENTERLINE OF SEVENTH STREET,
 JU4209'0.8 M (2.6 FT) WEST OF A POWER POLE, 1.0 M (3.3 FT) NORTH OF A FIRE
 JU4209'HYDRANT AND ABOUT 0.5 M (1.6 FT) BELOW THE GROUND BETWEEN THE
 JU4209'SIDEWALK AND CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4210 ***********************************************************************
 JU4210  DESIGNATION -  1856
 JU4210  PID         -  JU4210
 JU4210  STATE/COUNTY-  NJ/ATLANTIC
 JU4210  USGS QUAD   -  MAYS LANDING (1989)
 JU4210
 JU4210                         *CURRENT SURVEY CONTROL
 JU4210  ___________________________________________________________________
 JU4210* NAD 83(1986)-  39 27 12.     (N)    074 43 38.     (W)     SCALED    
 JU4210* NAVD 88     -         5.768  (meters)      18.92   (feet)  ADJUSTED  
 JU4210  ___________________________________________________________________
 JU4210  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JU4210  DYNAMIC HT  -           5.765 (meters)      18.91  (feet)  COMP
 JU4210  MODELED GRAV-     980,121.8   (mgal)                       NAVD 88
 JU4210
 JU4210  VERT ORDER  -  FIRST     CLASS II
 JU4210
 JU4210.The horizontal coordinates were scaled from a topographic map and have
 JU4210.an estimated accuracy of +/- 6 seconds.
 JU4210
 JU4210.The orthometric height was determined by differential leveling
 JU4210.and adjusted by the National Geodetic Survey in January 1994..
 JU4210
 JU4210.The geoid height was determined by GEOID03.
 JU4210
 JU4210.The dynamic height is computed by dividing the NAVD 88
 JU4210.geopotential number by the normal gravity value computed on the
 JU4210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4210.degrees latitude (g = 980.6199 gals.).
 JU4210
 JU4210.The modeled gravity was interpolated from observed gravity values.
 JU4210
 JU4210;                    North         East    Units  Estimated Accuracy
 JU4210;SPC NJ       -    68,850.      130,450.      MT  (+/- 180 meters Scaled)
 JU4210
 JU4210                          SUPERSEDED SURVEY CONTROL
 JU4210
 JU4210  NGVD 29 (01/10/92)    6.152  (m)           20.18   (f) ADJUSTED    1 2
 JU4210
 JU4210.Superseded values are not recommended for survey control.
 JU4210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4210.See file dsdata.txt to determine how the superseded data were derived.
 JU4210
 JU4210_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ234671(NAD 83)
 JU4210_MARKER: DD = SURVEY DISK
 JU4210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4210_SP_SET: CONCRETE POST
 JU4210_STAMPING: 1856
 JU4210_MARK LOGO: NJGS  
 JU4210_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4210+STABILITY: SURFACE MOTION
 JU4210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4210+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1990
 JU4210
 JU4210  HISTORY     - Date     Condition        Report By
 JU4210  HISTORY     - 1935     MONUMENTED       NJGS
 JU4210  HISTORY     - 19900713 GOOD             NJGS
 JU4210
 JU4210                          STATION DESCRIPTION
 JU4210
 JU4210'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 JU4210'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, IN THE TOWN OF MAYS
 JU4210'LANDING.  TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE ROUTE
 JU4210'50 AND U.S. HIGHWAY 40, GO 0.16 KM (0.10 MI) NORTH ON ROUTE 50 TO THE
 JU4210'STATION ON THE LEFT, SET BETWEEN THE SIDEWALK AND CURBLINE ON THE
 JU4210'SOUTHWEST CORNER OF THE INTERSECTION OF CAPE MAY AVENUE, ROUTE 50,
 JU4210'AND SECOND STREET, 9.65 M (31.66 FT) NORTHWEST OF THE CENTERLINE OF
 JU4210'ROUTE 50, 7.9 M (25.9 FT) SOUTHWEST OF THE CENTER LINE OF SECOND
 JU4210'STREET, 1.8 M (5.9 FT) NORTHWEST OF POLE NUMBER ACE 4196, 12.3 M
 JU4210'(40.4 FT) EAST OF THE NORTHEAST CORNER OF THE OLD HAMILTON TOWNSHIP
 JU4210'TOWN HALL, AND ABOUT 0.05 M (0.16 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4215 ***********************************************************************
 JU4215  DESIGNATION -  1857
 JU4215  PID         -  JU4215
 JU4215  STATE/COUNTY-  NJ/ATLANTIC
 JU4215  USGS QUAD   -  MAYS LANDING (1989)
 JU4215
 JU4215                         *CURRENT SURVEY CONTROL
 JU4215  ___________________________________________________________________
 JU4215* NAD 83(1986)-  39 26 51.     (N)    074 44 10.     (W)     SCALED    
 JU4215* NAVD 88     -         4.541  (meters)      14.90   (feet)  ADJUSTED  
 JU4215  ___________________________________________________________________
 JU4215  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JU4215  DYNAMIC HT  -           4.538 (meters)      14.89  (feet)  COMP
 JU4215  MODELED GRAV-     980,121.2   (mgal)                       NAVD 88
 JU4215
 JU4215  VERT ORDER  -  FIRST     CLASS II
 JU4215
 JU4215.The horizontal coordinates were scaled from a topographic map and have
 JU4215.an estimated accuracy of +/- 6 seconds.
 JU4215
 JU4215.The orthometric height was determined by differential leveling
 JU4215.and adjusted by the National Geodetic Survey in January 1994..
 JU4215
 JU4215.The geoid height was determined by GEOID03.
 JU4215
 JU4215.The dynamic height is computed by dividing the NAVD 88
 JU4215.geopotential number by the normal gravity value computed on the
 JU4215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4215.degrees latitude (g = 980.6199 gals.).
 JU4215
 JU4215.The modeled gravity was interpolated from observed gravity values.
 JU4215
 JU4215;                    North         East    Units  Estimated Accuracy
 JU4215;SPC NJ       -    68,200.      129,680.      MT  (+/- 180 meters Scaled)
 JU4215
 JU4215                          SUPERSEDED SURVEY CONTROL
 JU4215
 JU4215  NGVD 29 (01/10/92)    4.925  (m)           16.16   (f) ADJUSTED    1 2
 JU4215
 JU4215.Superseded values are not recommended for survey control.
 JU4215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4215.See file dsdata.txt to determine how the superseded data were derived.
 JU4215
 JU4215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ227664(NAD 83)
 JU4215_MARKER: DD = SURVEY DISK
 JU4215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4215_SP_SET: CONCRETE POST
 JU4215_STAMPING: 1857
 JU4215_MARK LOGO: NJGS  
 JU4215_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4215+STABILITY: SURFACE MOTION
 JU4215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4215+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1990
 JU4215
 JU4215  HISTORY     - Date     Condition        Report By
 JU4215  HISTORY     - 1935     MONUMENTED       NJGS
 JU4215  HISTORY     - 19900713 GOOD             NJGS
 JU4215
 JU4215                          STATION DESCRIPTION
 JU4215
 JU4215'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 JU4215'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, AT THE SOUTHWEST END OF
 JU4215'THE TOWN OF MAYS LANDING, AT THE SOUTHWEST CORNER OF THE SOUTH
 JU4215'JUNCTION OF STATE ROUTE 50 AND U.S. HIGHWAY 40.  THE STATION IS 3.55
 JU4215'M (11.65 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF A 2 STORY FRAME
 JU4215'HOUSE, NUMBER 1003, 5.45 M (17.88 FT) SOUTH SOUTHEAST FROM AN NJDOT
 JU4215'ELECTRICAL JUNCTION BOX, 10.45 M (34.28 FT) WEST FROM THE CENTER LINE
 JU4215'OF ROUTE 50, 14.20 M (46.59 FT) SOUTH FROM THE CENTER LINE OF ROUTE
 JU4215'40, 15.20 M (49.87 FT) SOUTHEAST FROM POWER POLE P44901, AND AT THE
 JU4215'EDGE OF THE SIDEWALK, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4216 ***********************************************************************
 JU4216  DESIGNATION -  1858
 JU4216  PID         -  JU4216
 JU4216  STATE/COUNTY-  NJ/ATLANTIC
 JU4216  USGS QUAD   -  MAYS LANDING (1989)
 JU4216
 JU4216                         *CURRENT SURVEY CONTROL
 JU4216  ___________________________________________________________________
 JU4216* NAD 83(1986)-  39 26 32.     (N)    074 44 07.     (W)     SCALED    
 JU4216* NAVD 88     -         3.867  (meters)      12.69   (feet)  ADJUSTED  
 JU4216  ___________________________________________________________________
 JU4216  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JU4216  DYNAMIC HT  -           3.865 (meters)      12.68  (feet)  COMP
 JU4216  MODELED GRAV-     980,121.0   (mgal)                       NAVD 88
 JU4216
 JU4216  VERT ORDER  -  FIRST     CLASS II
 JU4216
 JU4216.The horizontal coordinates were scaled from a topographic map and have
 JU4216.an estimated accuracy of +/- 6 seconds.
 JU4216
 JU4216.The orthometric height was determined by differential leveling
 JU4216.and adjusted by the National Geodetic Survey in January 1994..
 JU4216
 JU4216.The geoid height was determined by GEOID03.
 JU4216
 JU4216.The dynamic height is computed by dividing the NAVD 88
 JU4216.geopotential number by the normal gravity value computed on the
 JU4216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4216.degrees latitude (g = 980.6199 gals.).
 JU4216
 JU4216.The modeled gravity was interpolated from observed gravity values.
 JU4216
 JU4216;                    North         East    Units  Estimated Accuracy
 JU4216;SPC NJ       -    67,620.      129,750.      MT  (+/- 180 meters Scaled)
 JU4216
 JU4216                          SUPERSEDED SURVEY CONTROL
 JU4216
 JU4216  NGVD 29 (01/10/92)    4.252  (m)           13.95   (f) ADJUSTED    1 2
 JU4216
 JU4216.Superseded values are not recommended for survey control.
 JU4216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4216.See file dsdata.txt to determine how the superseded data were derived.
 JU4216
 JU4216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ227658(NAD 83)
 JU4216_MARKER: DD = SURVEY DISK
 JU4216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4216_SP_SET: CONCRETE POST
 JU4216_STAMPING: 1858
 JU4216_MARK LOGO: NJGS  
 JU4216_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4216+STABILITY: SURFACE MOTION
 JU4216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4216+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1990
 JU4216
 JU4216  HISTORY     - Date     Condition        Report By
 JU4216  HISTORY     - 1935     MONUMENTED       NJGS
 JU4216  HISTORY     - 19900713 GOOD             NJGS
 JU4216
 JU4216                          STATION DESCRIPTION
 JU4216
 JU4216'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 JU4216'THE STATION IS LOCATED IN WEYMOUTH TOWNSHIP, SOUTHWEST OF MAYS
 JU4216'LANDING.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE ROUTE
 JU4216'50 AND U.S. HIGHWAY 40, GO 0.35 MI (0.56 KM) SOUTH ON ROUTE 50 TO THE
 JU4216'STATION ON THE LEFT.  THE STATION IS 2.6 M (8.5 FT) EAST FROM POWER
 JU4216'POLE P4569, 3.4 M (11.2 FT) NORTHEAST FROM THE NORTH END OF THE CURB
 JU4216'OF LENAPE LANDING APARTMENTS DRIVEWAY, 8.45 M (27.72 FT) EAST OF THE
 JU4216'CENTER LINE OF ROUTE 50, 10.7 M (35.1 FT) NORTH FROM THE CENTER LINE
 JU4216'OF THE DRIVEWAY TO THE LENAPE LANDING APARTMENTS, AND 19.5 M
 JU4216'(64.0 FT) NORTH NORTHEAST FROM THE SOUTH END OF THE CURB OF LENAPE
 JU4216'LANDING DRIVEWAY, AND 0.25 M (0.82 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4217 ***********************************************************************
 JU4217  DESIGNATION -  1859
 JU4217  PID         -  JU4217
 JU4217  STATE/COUNTY-  NJ/ATLANTIC
 JU4217  USGS QUAD   -  MAYS LANDING (1989)
 JU4217
 JU4217                         *CURRENT SURVEY CONTROL
 JU4217  ___________________________________________________________________
 JU4217* NAD 83(1986)-  39 25 12.     (N)    074 44 44.     (W)     SCALED    
 JU4217* NAVD 88     -         9.724  (meters)      31.90   (feet)  ADJUSTED  
 JU4217  ___________________________________________________________________
 JU4217  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JU4217  DYNAMIC HT  -           9.719 (meters)      31.89  (feet)  COMP
 JU4217  MODELED GRAV-     980,119.2   (mgal)                       NAVD 88
 JU4217
 JU4217  VERT ORDER  -  FIRST     CLASS II
 JU4217
 JU4217.The horizontal coordinates were scaled from a topographic map and have
 JU4217.an estimated accuracy of +/- 6 seconds.
 JU4217
 JU4217.The orthometric height was determined by differential leveling
 JU4217.and adjusted by the National Geodetic Survey in January 1994..
 JU4217
 JU4217.The geoid height was determined by GEOID03.
 JU4217
 JU4217.The dynamic height is computed by dividing the NAVD 88
 JU4217.geopotential number by the normal gravity value computed on the
 JU4217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4217.degrees latitude (g = 980.6199 gals.).
 JU4217
 JU4217.The modeled gravity was interpolated from observed gravity values.
 JU4217
 JU4217;                    North         East    Units  Estimated Accuracy
 JU4217;SPC NJ       -    65,150.      128,860.      MT  (+/- 180 meters Scaled)
 JU4217
 JU4217                          SUPERSEDED SURVEY CONTROL
 JU4217
 JU4217  NGVD 29 (01/10/92)   10.108  (m)           33.16   (f) ADJUSTED    1 2
 JU4217
 JU4217.Superseded values are not recommended for survey control.
 JU4217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4217.See file dsdata.txt to determine how the superseded data were derived.
 JU4217
 JU4217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ219634(NAD 83)
 JU4217_MARKER: DD = SURVEY DISK
 JU4217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4217_SP_SET: CONCRETE POST
 JU4217_STAMPING: 1859
 JU4217_MARK LOGO: NJGS  
 JU4217_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4217+STABILITY: SURFACE MOTION
 JU4217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4217+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1990
 JU4217
 JU4217  HISTORY     - Date     Condition        Report By
 JU4217  HISTORY     - 1935     MONUMENTED       NJGS
 JU4217  HISTORY     - 19900713 GOOD             NJGS
 JU4217
 JU4217                          STATION DESCRIPTION
 JU4217
 JU4217'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 JU4217'THE STATION IS LOCATED IN ESTELL MANOR CITY.  TO REACH THE STATION
 JU4217'FROM THE SOUTH JUNCTION OF STATE ROUTE 50 AND U.S. HIGHWAY 40, GO 2.1
 JU4217'MI (3.4 KM) SOUTH ON ROUTE 50 TO THE STATION ON THE RIGHT.  THE
 JU4217'STATION, SET IN A CONCRETE MONUMENT PROJECTING 0.1 M (0.3 FT) ABOVE
 JU4217'THE GROUND, IS 18.7 M (61.4 FT) WEST FROM THE CENTERLINE OF ROUTE 50,
 JU4217'23 M (75.5 FT) SOUTHWEST FROM POWER POLE 0-5709, AND 23.7 M
 JU4217'(77.8 FT) NORTH FROM THE NORTHEAST CORNER OF A ONE STORY FRAME HOUSE
 JU4217'NUMBER 239.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1085 ***********************************************************************
 KV1085  DESIGNATION -  186 NJGS
 KV1085  PID         -  KV1085
 KV1085  STATE/COUNTY-  NJ/MERCER
 KV1085  USGS QUAD   -  TRENTON WEST (1995)
 KV1085
 KV1085                         *CURRENT SURVEY CONTROL
 KV1085  ___________________________________________________________________
 KV1085* NAD 83(1986)-  40 13 07.     (N)    074 45 42.     (W)     SCALED    
 KV1085* NAVD 88     -         7.757  (meters)      25.45   (feet)  ADJUSTED  
 KV1085  ___________________________________________________________________
 KV1085  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KV1085  DYNAMIC HT  -           7.754 (meters)      25.44  (feet)  COMP
 KV1085  MODELED GRAV-     980,177.7   (mgal)                       NAVD 88
 KV1085
 KV1085  VERT ORDER  -  SECOND    CLASS 0
 KV1085
 KV1085.The horizontal coordinates were scaled from a topographic map and have
 KV1085.an estimated accuracy of +/- 6 seconds.
 KV1085
 KV1085.The orthometric height was determined by differential leveling
 KV1085.and adjusted by the National Geodetic Survey in June 1991..
 KV1085
 KV1085.The geoid height was determined by GEOID03.
 KV1085
 KV1085.The dynamic height is computed by dividing the NAVD 88
 KV1085.geopotential number by the normal gravity value computed on the
 KV1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1085.degrees latitude (g = 980.6199 gals.).
 KV1085
 KV1085.The modeled gravity was interpolated from observed gravity values.
 KV1085
 KV1085;                    North         East    Units  Estimated Accuracy
 KV1085;SPC NJ       -   153,820.      127,730.      MT  (+/- 180 meters Scaled)
 KV1085
 KV1085                          SUPERSEDED SURVEY CONTROL
 KV1085
 KV1085  NGVD 29 (??/??/??)    8.083  (m)           26.52   (f) ADJUSTED    2 0
 KV1085
 KV1085.Superseded values are not recommended for survey control.
 KV1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1085.See file dsdata.txt to determine how the superseded data were derived.
 KV1085
 KV1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK202520(NAD 83)
 KV1085_MARKER: DD = SURVEY DISK
 KV1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1085_STAMPING: 26.519 186
 KV1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1085+STABILITY: SURFACE MOTION
 KV1085
 KV1085  HISTORY     - Date     Condition        Report By
 KV1085  HISTORY     - 1935     MONUMENTED       NJGS
 KV1085  HISTORY     - 1956     GOOD             CGS
 KV1085
 KV1085                          STATION DESCRIPTION
 KV1085
 KV1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1085'AT TRENTON.
 KV1085'AT TRENTON, ALONG SOUTH WARREN STREET, 93 YARDS NORTH OF THE
 KV1085'NORTH CURB OF MILL STREET, 6.5 FEET WEST OF THE WEST CURB OF SOUTH
 KV1085'WARREN STREET, 6.0 FEET NORTH OF THE NORTH CURB OF AN ALLEY
 KV1085'LEADING WEST, 19 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 KV1085'TWO-STORY BRICK BUILDING AT 379 SOUTH WARREN STREET, SET IN THE
 KV1085'TOP OF A CONCRETE POST 6-INCHES BELOW THE SIDEWALK AND INSIDE
 KV1085'A CAST IRON PIPE WITH A CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4218 ***********************************************************************
 JU4218  DESIGNATION -  1860
 JU4218  PID         -  JU4218
 JU4218  STATE/COUNTY-  NJ/ATLANTIC
 JU4218  USGS QUAD   -  MAYS LANDING (1989)
 JU4218
 JU4218                         *CURRENT SURVEY CONTROL
 JU4218  ___________________________________________________________________
 JU4218* NAD 83(1986)-  39 24 54.     (N)    074 44 37.     (W)     SCALED    
 JU4218* NAVD 88     -        10.345  (meters)      33.94   (feet)  ADJUSTED  
 JU4218  ___________________________________________________________________
 JU4218  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JU4218  DYNAMIC HT  -          10.339 (meters)      33.92  (feet)  COMP
 JU4218  MODELED GRAV-     980,118.9   (mgal)                       NAVD 88
 JU4218
 JU4218  VERT ORDER  -  FIRST     CLASS II
 JU4218
 JU4218.The horizontal coordinates were scaled from a topographic map and have
 JU4218.an estimated accuracy of +/- 6 seconds.
 JU4218
 JU4218.The orthometric height was determined by differential leveling
 JU4218.and adjusted by the National Geodetic Survey in January 1994..
 JU4218
 JU4218.The geoid height was determined by GEOID03.
 JU4218
 JU4218.The dynamic height is computed by dividing the NAVD 88
 JU4218.geopotential number by the normal gravity value computed on the
 JU4218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4218.degrees latitude (g = 980.6199 gals.).
 JU4218
 JU4218.The modeled gravity was interpolated from observed gravity values.
 JU4218
 JU4218;                    North         East    Units  Estimated Accuracy
 JU4218;SPC NJ       -    64,600.      129,020.      MT  (+/- 180 meters Scaled)
 JU4218
 JU4218                          SUPERSEDED SURVEY CONTROL
 JU4218
 JU4218  NGVD 29 (01/10/92)   10.729  (m)           35.20   (f) ADJUSTED    1 2
 JU4218
 JU4218.Superseded values are not recommended for survey control.
 JU4218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4218.See file dsdata.txt to determine how the superseded data were derived.
 JU4218
 JU4218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ220628(NAD 83)
 JU4218_MARKER: DD = SURVEY DISK
 JU4218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4218_SP_SET: CONCRETE POST
 JU4218_STAMPING: 1860
 JU4218_MARK LOGO: NJGS  
 JU4218_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4218+STABILITY: SURFACE MOTION
 JU4218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4218+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1990
 JU4218
 JU4218  HISTORY     - Date     Condition        Report By
 JU4218  HISTORY     - 1935     MONUMENTED       NJGS
 JU4218  HISTORY     - 19900713 GOOD             NJGS
 JU4218  HISTORY     - 20040918 POOR             GEOCAC
 JU4218
 JU4218                          STATION DESCRIPTION
 JU4218
 JU4218'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 JU4218'THE STATION IS LOCATED IN ESTELL MANOR CITY.  TO REACH THE STATION
 JU4218'FROM THE SOUTH JUNCTION OF STATE ROUTE 50 AND U.S. HIGHWAY 40, GO 2.5
 JU4218'MI (4.0 KM) SOUTH ON ROUTE 50 TO THE STATION ON THE RIGHT.  THE
 JU4218'STATION, SET IN THE TOP OF A CONCRETE MONUMENT PROTRUDING 0.05 M
 JU4218'(0.16 FT) ABOVE GROUND, IS 2.4 M (7.9 FT) NORTH OF THE CENTER LINE OF
 JU4218'A DISUSED DRIVEWAY, 7.95 M (26.08 FT) WEST FROM THE CENTER LINE OF
 JU4218'ROUTE 50, 17.00 M (55.77 FT) SOUTHWEST OF POWER POLE 113, AND 73.4 M
 JU4218'(240.8 FT) NORTH FROM THE CENTER LINE OF THE DRIVEWAY TO A TWO AND
 JU4218'ONE HALF STORY FRAME HOUSE, NUMBER 214F.
 JU4218
 JU4218                          STATION RECOVERY (2004)
 JU4218
 JU4218'RECOVERY NOTE BY GEOCACHING 2004 (STC)
 JU4218'SETTING APPEARS TO BE UNDISTURBED.  DISK IS MISSING AND WAS NOT FOUND.
 JU4218'SHANK IS STILL PRESENT IN SETTING.  TOP OF SHANK APPEARS TO HAVE BEEN
 JU4218'RESTAMPED WITH 186.  HANDHELD GPS COORDINATES N 39 24 54.7 W 074 44
 JU4218'36.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4220 ***********************************************************************
 JU4220  DESIGNATION -  1861
 JU4220  PID         -  JU4220
 JU4220  STATE/COUNTY-  NJ/ATLANTIC
 JU4220  USGS QUAD   -  DOROTHY (1994)
 JU4220
 JU4220                         *CURRENT SURVEY CONTROL
 JU4220  ___________________________________________________________________
 JU4220* NAD 83(1986)-  39 23 33.     (N)    074 45 00.     (W)     SCALED    
 JU4220* NAVD 88     -         5.309  (meters)      17.42   (feet)  ADJUSTED  
 JU4220  ___________________________________________________________________
 JU4220  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JU4220  DYNAMIC HT  -           5.307 (meters)      17.41  (feet)  COMP
 JU4220  MODELED GRAV-     980,116.7   (mgal)                       NAVD 88
 JU4220
 JU4220  VERT ORDER  -  FIRST     CLASS II
 JU4220
 JU4220.The horizontal coordinates were scaled from a topographic map and have
 JU4220.an estimated accuracy of +/- 6 seconds.
 JU4220
 JU4220.The orthometric height was determined by differential leveling
 JU4220.and adjusted by the National Geodetic Survey in January 1994..
 JU4220
 JU4220.The geoid height was determined by GEOID03.
 JU4220
 JU4220.The dynamic height is computed by dividing the NAVD 88
 JU4220.geopotential number by the normal gravity value computed on the
 JU4220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4220.degrees latitude (g = 980.6199 gals.).
 JU4220
 JU4220.The modeled gravity was interpolated from observed gravity values.
 JU4220
 JU4220;                    North         East    Units  Estimated Accuracy
 JU4220;SPC NJ       -    62,100.      128,470.      MT  (+/- 180 meters Scaled)
 JU4220
 JU4220                          SUPERSEDED SURVEY CONTROL
 JU4220
 JU4220  NGVD 29 (01/10/92)    5.694  (m)           18.68   (f) ADJUSTED    1 2
 JU4220
 JU4220.Superseded values are not recommended for survey control.
 JU4220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4220.See file dsdata.txt to determine how the superseded data were derived.
 JU4220
 JU4220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ215603(NAD 83)
 JU4220_MARKER: DD = SURVEY DISK
 JU4220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4220_SP_SET: CONCRETE POST
 JU4220_STAMPING: 1861
 JU4220_MARK LOGO: NJGS  
 JU4220_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4220+STABILITY: SURFACE MOTION
 JU4220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4220+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1990
 JU4220
 JU4220  HISTORY     - Date     Condition        Report By
 JU4220  HISTORY     - 1935     MONUMENTED       NJGS
 JU4220  HISTORY     - 19900713 GOOD             NJGS
 JU4220
 JU4220                          STATION DESCRIPTION
 JU4220
 JU4220'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 JU4220'THE STATION IS LOCATED IN ESTELL MANOR CITY, JUST SOUTH OF STEPHEN
 JU4220'LAKE.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE ROUTE 50
 JU4220'AND U.S. HIGHWAY 40, IN HAMILTON TOWNSHIP, GO 4.25 MI (6.84 KM) SOUTH
 JU4220'ON ROUTE 50 TO THE LAKE AND THE STATION ON THE RIGHT.  THE STATION IS
 JU4220'0.40 M (1.31 FT) NORTHWEST FROM THE EDGE OF PAVEMENT OF ROUTE 50,
 JU4220'6.55 M (21.49 FT) NORTHWEST FROM THE CENTER LINE OF ROUTE 50, 28.0 M
 JU4220'(91.9 FT) NORTH AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A
 JU4220'TWO AND ONE HALF STORY FRAME HOUSE, 22.3 M (73.2 FT) WEST SOUTHWEST
 JU4220'FROM POWER POLE 05654, AND 50.4 M (165.4 FT) SOUTHWEST FROM THE
 JU4220'CENTER OF SPILLWAY STRUCTURE 0111-150, MP14.48 FOR STEPHEN LAKE.  THE
 JU4220'STATION IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4221 ***********************************************************************
 JU4221  DESIGNATION -  1862
 JU4221  PID         -  JU4221
 JU4221  STATE/COUNTY-  NJ/ATLANTIC
 JU4221  USGS QUAD   -  DOROTHY (1994)
 JU4221
 JU4221                         *CURRENT SURVEY CONTROL
 JU4221  ___________________________________________________________________
 JU4221* NAD 83(1986)-  39 23 10.     (N)    074 45 18.     (W)     SCALED    
 JU4221* NAVD 88     -         6.488  (meters)      21.29   (feet)  ADJUSTED  
 JU4221  ___________________________________________________________________
 JU4221  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JU4221  DYNAMIC HT  -           6.485 (meters)      21.28  (feet)  COMP
 JU4221  MODELED GRAV-     980,115.9   (mgal)                       NAVD 88
 JU4221
 JU4221  VERT ORDER  -  FIRST     CLASS II
 JU4221
 JU4221.The horizontal coordinates were scaled from a topographic map and have
 JU4221.an estimated accuracy of +/- 6 seconds.
 JU4221
 JU4221.The orthometric height was determined by differential leveling
 JU4221.and adjusted by the National Geodetic Survey in January 1994..
 JU4221
 JU4221.The geoid height was determined by GEOID03.
 JU4221
 JU4221.The dynamic height is computed by dividing the NAVD 88
 JU4221.geopotential number by the normal gravity value computed on the
 JU4221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4221.degrees latitude (g = 980.6199 gals.).
 JU4221
 JU4221.The modeled gravity was interpolated from observed gravity values.
 JU4221
 JU4221;                    North         East    Units  Estimated Accuracy
 JU4221;SPC NJ       -    61,390.      128,030.      MT  (+/- 180 meters Scaled)
 JU4221
 JU4221                          SUPERSEDED SURVEY CONTROL
 JU4221
 JU4221  NGVD 29 (01/10/92)    6.873  (m)           22.55   (f) ADJUSTED    1 2
 JU4221
 JU4221.Superseded values are not recommended for survey control.
 JU4221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4221.See file dsdata.txt to determine how the superseded data were derived.
 JU4221
 JU4221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ210596(NAD 83)
 JU4221_MARKER: DD = SURVEY DISK
 JU4221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4221_SP_SET: CONCRETE POST
 JU4221_STAMPING: 1862
 JU4221_MARK LOGO: NJGS  
 JU4221_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4221+STABILITY: SURFACE MOTION
 JU4221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4221+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1990
 JU4221
 JU4221  HISTORY     - Date     Condition        Report By
 JU4221  HISTORY     - 1935     MONUMENTED       NJGS
 JU4221  HISTORY     - 19900713 GOOD             NJGS
 JU4221
 JU4221                          STATION DESCRIPTION
 JU4221
 JU4221'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 JU4221'THE STATION IS LOCATED IN ESTELL MANOR CITY, SOUTH OF STEPHEN LAKE. TO
 JU4221'REACH THE STATION FROM THE SOUTH JUNCTION OF STATE ROUTE 50 AND U.S.
 JU4221'HIGHWAY 40, IN HAMILTON TOWNSHIP,  GO 4.6 MI (7.4 KM) SOUTH ON ROUTE
 JU4221'50 TO THE STATION ON THE RIGHT.  THE STATION IS SET AT THE SOUTHWEST
 JU4221'CORNER OF THE VEE JUNCTION OF ROUTE 50 AND COUNTY ROAD 637,
 JU4221'CUMBERLAND AVENUE.  THE STATION IS 6.4 M (21.0 FT) SOUTHEAST FROM THE
 JU4221'CENTER LINE OF CUMBERLAND AVENUE, 9.05 M (29.69 FT) SOUTHWEST FROM
 JU4221'THE CENTER LINE OF ROUTE 50, 5.15 M (16.90 FT) NORTHEAST FROM POWER
 JU4221'POLE BT163, 13.7 M (44.9 FT) SOUTH FROM A CUMBERLAND AVENUE STREET
 JU4221'SIGN, AND 25.20 M (82.68 FT) EAST FROM POWER POLE P38866 ON THE SOUTH
 JU4221'SIDE OF CUMBERLAND AVENUE.  THE STATION IS 0.15M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1084 ***********************************************************************
 KV1084  DESIGNATION -  187 NJGS
 KV1084  PID         -  KV1084
 KV1084  STATE/COUNTY-  NJ/MERCER
 KV1084  USGS QUAD   -  TRENTON WEST (1995)
 KV1084
 KV1084                         *CURRENT SURVEY CONTROL
 KV1084  ___________________________________________________________________
 KV1084* NAD 83(1986)-  40 13 04.     (N)    074 45 34.     (W)     SCALED    
 KV1084* NAVD 88     -         8.557  (meters)      28.07   (feet)  ADJUSTED  
 KV1084  ___________________________________________________________________
 KV1084  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KV1084  DYNAMIC HT  -           8.553 (meters)      28.06  (feet)  COMP
 KV1084  MODELED GRAV-     980,178.1   (mgal)                       NAVD 88
 KV1084
 KV1084  VERT ORDER  -  SECOND    CLASS 0
 KV1084
 KV1084.The horizontal coordinates were scaled from a topographic map and have
 KV1084.an estimated accuracy of +/- 6 seconds.
 KV1084
 KV1084.The orthometric height was determined by differential leveling
 KV1084.and adjusted by the National Geodetic Survey in June 1991..
 KV1084
 KV1084.The geoid height was determined by GEOID03.
 KV1084
 KV1084.The dynamic height is computed by dividing the NAVD 88
 KV1084.geopotential number by the normal gravity value computed on the
 KV1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1084.degrees latitude (g = 980.6199 gals.).
 KV1084
 KV1084.The modeled gravity was interpolated from observed gravity values.
 KV1084
 KV1084;                    North         East    Units  Estimated Accuracy
 KV1084;SPC NJ       -   153,730.      127,920.      MT  (+/- 180 meters Scaled)
 KV1084
 KV1084                          SUPERSEDED SURVEY CONTROL
 KV1084
 KV1084  NGVD 29 (??/??/??)    8.883  (m)           29.14   (f) ADJUSTED    2 0
 KV1084
 KV1084.Superseded values are not recommended for survey control.
 KV1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1084.See file dsdata.txt to determine how the superseded data were derived.
 KV1084
 KV1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK204519(NAD 83)
 KV1084_MARKER: DD = SURVEY DISK
 KV1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1084_STAMPING: 29.144 187
 KV1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1084+STABILITY: SURFACE MOTION
 KV1084
 KV1084  HISTORY     - Date     Condition        Report By
 KV1084  HISTORY     - 1935     MONUMENTED       NJGS
 KV1084  HISTORY     - 1956     GOOD             CGS
 KV1084
 KV1084                          STATION DESCRIPTION
 KV1084
 KV1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1084'AT TRENTON.
 KV1084'AT TRENTON, AT THE NORTHWEST CORNER OF THE INTERSECTION OF SOUTH
 KV1084'WARREN STREET AND FALLS STREET, 29 FEET NORTH OF THE CENTER LINE
 KV1084'OF FALLS STREET, 25 FEET WEST OF THE CENTER LINE OF SOUTH WARREN
 KV1084'STREET, SET IN THE TOP OF A CONCRETE POST 6 INCHES BELOW THE
 KV1084'SIDEWALK AND INSIDE A CAST IRON PIPE WITH A CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6031 ***********************************************************************
 KV6031  DESIGNATION -  188
 KV6031  PID         -  KV6031
 KV6031  STATE/COUNTY-  NJ/MERCER
 KV6031  USGS QUAD   -  TRENTON WEST (1995)
 KV6031
 KV6031                         *CURRENT SURVEY CONTROL
 KV6031  ___________________________________________________________________
 KV6031* NAD 83(1986)-  40 12 29.     (N)    074 45 33.     (W)     SCALED    
 KV6031* NAVD 88     -        10.396  (meters)      34.11   (feet)  ADJUSTED  
 KV6031  ___________________________________________________________________
 KV6031  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KV6031  DYNAMIC HT  -          10.391 (meters)      34.09  (feet)  COMP
 KV6031  MODELED GRAV-     980,180.1   (mgal)                       NAVD 88
 KV6031
 KV6031  VERT ORDER  -  FIRST     CLASS I
 KV6031
 KV6031.The horizontal coordinates were scaled from a topographic map and have
 KV6031.an estimated accuracy of +/- 6 seconds.
 KV6031
 KV6031.The orthometric height was determined by differential leveling
 KV6031.and adjusted by the National Geodetic Survey in June 1991..
 KV6031
 KV6031.The geoid height was determined by GEOID03.
 KV6031
 KV6031.The dynamic height is computed by dividing the NAVD 88
 KV6031.geopotential number by the normal gravity value computed on the
 KV6031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6031.degrees latitude (g = 980.6199 gals.).
 KV6031
 KV6031.The modeled gravity was interpolated from observed gravity values.
 KV6031
 KV6031;                    North         East    Units  Estimated Accuracy
 KV6031;SPC NJ       -   152,650.      127,940.      MT  (+/- 180 meters Scaled)
 KV6031
 KV6031                          SUPERSEDED SURVEY CONTROL
 KV6031
 KV6031  NGVD 29 (01/10/92)   10.718  (m)           35.16   (f) ADJUSTED    1 1
 KV6031
 KV6031.Superseded values are not recommended for survey control.
 KV6031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6031.See file dsdata.txt to determine how the superseded data were derived.
 KV6031
 KV6031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK204508(NAD 83)
 KV6031_MARKER: DD = SURVEY DISK
 KV6031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6031_SP_SET: CONCRETE POST
 KV6031_STAMPING: 188
 KV6031_MARK LOGO: NJGS  
 KV6031_PROJECTION: RECESSED 20 CENTIMETERS
 KV6031_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6031+STABILITY: SURFACE MOTION
 KV6031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6031+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6031
 KV6031  HISTORY     - Date     Condition        Report By
 KV6031  HISTORY     - 1960     MONUMENTED       NJGS
 KV6031  HISTORY     - 19881111 GOOD             NJGS
 KV6031  HISTORY     - 20020202 GOOD             NJGS
 KV6031
 KV6031                          STATION DESCRIPTION
 KV6031
 KV6031'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6031'IN TRENTON, LOCATED AT THE EAST CORNER OF CENTER AND FEDERAL STREETS,
 KV6031'2.66 M (8.7 FT) WEST OF THE WEST CORNER OF DAVE CAFE, 0.92 M (3.0 FT)
 KV6031'NORTH OF POLE NUMBER 61203, 7.22 M (23.7 FT) SOUHTEAST OF THE
 KV6031'CENTERLINE OF FEDERAL STREET, 7.86 M (25.8 FT) NORTHEAST OF THE
 KV6031'CENTERLINE OF CENTER STREET, SET IN MONUMENT BOX, 0.2 M (0.7 FT) BELOW
 KV6031'SIDEWALK.
 KV6031
 KV6031                          STATION RECOVERY (2002)
 KV6031
 KV6031'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6031'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  DAVE CAFE IS NOW
 KV6031'CALLED MARTINI'S
 KV6031'CAFE.
 KV6031'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0038 ***********************************************************************
 KV0038  DESIGNATION -  18.81 NJGS
 KV0038  PID         -  KV0038
 KV0038  STATE/COUNTY-  NJ/UNION
 KV0038  USGS QUAD   -  PERTH AMBOY (1981)
 KV0038
 KV0038                         *CURRENT SURVEY CONTROL
 KV0038  ___________________________________________________________________
 KV0038* NAD 83(1986)-  40 36 12.     (N)    074 16 34.     (W)     SCALED    
 KV0038* NAVD 88     -         5.50   (+/-2cm)      18.0    (feet)  VERTCON   
 KV0038  ___________________________________________________________________
 KV0038  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KV0038
 KV0038  VERT ORDER  -  ? (See Below)
 KV0038
 KV0038.The horizontal coordinates were scaled from a topographic map and have
 KV0038.an estimated accuracy of +/- 6 seconds.
 KV0038
 KV0038.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV0038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV0038.The vertical order pertains to the NGVD 29 superseded value.
 KV0038
 KV0038.The geoid height was determined by GEOID03.
 KV0038
 KV0038;                    North         East    Units  Estimated Accuracy
 KV0038;SPC NJ       -   196,530.      168,950.      MT  (+/- 180 meters Scaled)
 KV0038
 KV0038                          SUPERSEDED SURVEY CONTROL
 KV0038
 KV0038  NGVD 29 (??/??/??)    5.827  (m)           19.12   (f) ADJUSTED    ?  
 KV0038
 KV0038.Superseded values are not recommended for survey control.
 KV0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0038.See file dsdata.txt to determine how the superseded data were derived.
 KV0038
 KV0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK612949(NAD 83)
 KV0038_MARKER: X = CHISELED CROSS
 KV0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0038_SP_SET: FOUNDATION
 KV0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0038
 KV0038  HISTORY     - Date     Condition        Report By
 KV0038  HISTORY     - UNK      MONUMENTED       NJGS
 KV0038  HISTORY     - 1934     GOOD             CGS
 KV0038  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0038
 KV0038                          STATION DESCRIPTION
 KV0038
 KV0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0038'AT RAHWAY.
 KV0038'AT RAHWAY, UNION COUNTY, AT THE INTERSECTION OF MAIN STREET,
 KV0038'EMERSON AVENUE (FORMERLY COMMERCE STREET), AND NEW BRUNSWICK
 KV0038'AVE., 30 FEET EAST OF THE CENTERLINE OF NEW BRUNSWICK AVENUE, AT
 KV0038'THE NORTHWEST CORNER OF THE SECOND PRESBYTERIAN CHURCH, ON THE
 KV0038'LEDGE OF THE STONE FOUNDATION, AND ABOUT 5 FEET HIGHER THAN THE
 KV0038'SIDEWALK.  A CHISELED CROSS.
 KV0038
 KV0038                          STATION RECOVERY (1964)
 KV0038
 KV0038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0135 ***********************************************************************
 KV0135  DESIGNATION -  188.12 NJGS
 KV0135  PID         -  KV0135
 KV0135  STATE/COUNTY-  NJ/BERGEN
 KV0135  USGS QUAD   -  WEEHAWKEN (1995)
 KV0135
 KV0135                         *CURRENT SURVEY CONTROL
 KV0135  ___________________________________________________________________
 KV0135* NAD 83(1986)-  40 50 40.     (N)    074 05 14.     (W)     SCALED    
 KV0135* NAVD 88     -        57.144  (meters)     187.48   (feet)  ADJUSTED  
 KV0135  ___________________________________________________________________
 KV0135  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KV0135  DYNAMIC HT  -          57.122 (meters)     187.41  (feet)  COMP
 KV0135  MODELED GRAV-     980,233.2   (mgal)                       NAVD 88
 KV0135
 KV0135  VERT ORDER  -  FIRST     CLASS II
 KV0135
 KV0135.The horizontal coordinates were scaled from a topographic map and have
 KV0135.an estimated accuracy of +/- 6 seconds.
 KV0135
 KV0135.The orthometric height was determined by differential leveling
 KV0135.and adjusted by the National Geodetic Survey in June 1991..
 KV0135
 KV0135.The geoid height was determined by GEOID03.
 KV0135
 KV0135.The dynamic height is computed by dividing the NAVD 88
 KV0135.geopotential number by the normal gravity value computed on the
 KV0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0135.degrees latitude (g = 980.6199 gals.).
 KV0135
 KV0135.The modeled gravity was interpolated from observed gravity values.
 KV0135
 KV0135;                    North         East    Units  Estimated Accuracy
 KV0135;SPC NJ       -   223,360.      184,810.      MT  (+/- 180 meters Scaled)
 KV0135
 KV0135                          SUPERSEDED SURVEY CONTROL
 KV0135
 KV0135  NGVD 29 (??/??/??)   57.453  (m)          188.49   (f) ADJUSTED    1 2
 KV0135
 KV0135.Superseded values are not recommended for survey control.
 KV0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0135.See file dsdata.txt to determine how the superseded data were derived.
 KV0135
 KV0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL769218(NAD 83)
 KV0135_MARKER: X = CHISELED CROSS
 KV0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0135_SP_SET: WINDOW SILL
 KV0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0135+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 KV0135
 KV0135  HISTORY     - Date     Condition        Report By
 KV0135  HISTORY     - 1933     MONUMENTED       NJGS
 KV0135  HISTORY     - 1939     POOR             CGS
 KV0135  HISTORY     - 19940918 GOOD             USPSQD
 KV0135  HISTORY     - 20060513 GOOD             GEOCAC
 KV0135
 KV0135                          STATION DESCRIPTION
 KV0135
 KV0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 KV0135'AT WOODRIDGE.
 KV0135'AT WOODRIDGE, BERGEN COUNTY, AT THE SOUTHWEST CORNER OF THE
 KV0135'INTERSECTION OF UNION AND HACKENSACK STREETS, ON THE HACKENSACK
 KV0135'STREET SIDE OF PUBLIC SCHOOL 1, AND ON THE TOP SURFACE OF THE
 KV0135'SOUTH BASEMENT WINDOWSILL, ABOUT 8 FEET HIGHER THAN THE STREET,
 KV0135'AND ABOUT 6 INCHES HIGHER THAN THE GROUND.  A CHISELED CROSS.
 KV0135
 KV0135                          STATION RECOVERY (1994)
 KV0135
 KV0135'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0135'RECOVERED IN GOOD CONDITION.
 KV0135
 KV0135                          STATION RECOVERY (2006)
 KV0135
 KV0135'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0167 ***********************************************************************
 KV0167  DESIGNATION -  188.38 DLWRR
 KV0167  PID         -  KV0167
 KV0167  STATE/COUNTY-  NJ/PASSAIC
 KV0167  USGS QUAD   -  PATERSON (1995)
 KV0167
 KV0167                         *CURRENT SURVEY CONTROL
 KV0167  ___________________________________________________________________
 KV0167* NAD 83(1986)-  40 53 50.     (N)    074 11 56.     (W)     SCALED    
 KV0167* NAVD 88     -        57.140  (meters)     187.47   (feet)  ADJUSTED  
 KV0167  ___________________________________________________________________
 KV0167  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KV0167  DYNAMIC HT  -          57.116 (meters)     187.39  (feet)  COMP
 KV0167  MODELED GRAV-     980,200.9   (mgal)                       NAVD 88
 KV0167
 KV0167  VERT ORDER  -  FIRST     CLASS II
 KV0167
 KV0167.The horizontal coordinates were scaled from a topographic map and have
 KV0167.an estimated accuracy of +/- 6 seconds.
 KV0167
 KV0167.The orthometric height was determined by differential leveling
 KV0167.and adjusted by the National Geodetic Survey in June 1991..
 KV0167
 KV0167.The geoid height was determined by GEOID03.
 KV0167
 KV0167.The dynamic height is computed by dividing the NAVD 88
 KV0167.geopotential number by the normal gravity value computed on the
 KV0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0167.degrees latitude (g = 980.6199 gals.).
 KV0167
 KV0167.The modeled gravity was interpolated from observed gravity values.
 KV0167
 KV0167;                    North         East    Units  Estimated Accuracy
 KV0167;SPC NJ       -   229,180.      175,370.      MT  (+/- 180 meters Scaled)
 KV0167
 KV0167                          SUPERSEDED SURVEY CONTROL
 KV0167
 KV0167  NGVD 29 (??/??/??)   57.424  (m)          188.40   (f) ADJUSTED    1 2
 KV0167
 KV0167.Superseded values are not recommended for survey control.
 KV0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0167.See file dsdata.txt to determine how the superseded data were derived.
 KV0167
 KV0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL674276(NAD 83)
 KV0167_MARKER: X = CHISELED CROSS
 KV0167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0167_SP_SET: BRIDGE
 KV0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0167
 KV0167  HISTORY     - Date     Condition        Report By
 KV0167  HISTORY     - 1933     MONUMENTED       DLWRR
 KV0167  HISTORY     - 1939     GOOD             CGS
 KV0167
 KV0167                          STATION DESCRIPTION
 KV0167
 KV0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 KV0167'1.2 MI W FROM PATERSON.
 KV0167'1-1/4 MILES WEST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV0167'RAILROAD FROM PATERSON, ABOUT 1,000 FEET EAST OF THE EAST END
 KV0167'OF THE BRIDGE OVER PASSAIC RIVER, 940 FEET EAST OF MILEPOST 17,
 KV0167'700 FEET WEST OF SEMAPHORE SIGNAL 16.7, ON THE TOP OF THE EAST
 KV0167'CONCRETE ABUTMENT OF A SMALL BRIDGE, 3 FEET 10 INCHES NORTH OF
 KV0167'THE NORTH RAIL, AND LEVEL WITH THE BASE OF THE RAIL.  A CHISELED
 KV0167'CROSS.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS
 KV0167'NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE
 KV0167'ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0171 ***********************************************************************
 KV0171  DESIGNATION -  188.4 DLWRR
 KV0171  PID         -  KV0171
 KV0171  STATE/COUNTY-  NJ/PASSAIC
 KV0171  USGS QUAD   -  PATERSON (1995)
 KV0171
 KV0171                         *CURRENT SURVEY CONTROL
 KV0171  ___________________________________________________________________
 KV0171* NAD 83(1986)-  40 53 45.     (N)    074 12 13.     (W)     SCALED    
 KV0171* NAVD 88     -        57.093  (meters)     187.31   (feet)  ADJUSTED  
 KV0171  ___________________________________________________________________
 KV0171  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KV0171  DYNAMIC HT  -          57.068 (meters)     187.23  (feet)  COMP
 KV0171  MODELED GRAV-     980,201.2   (mgal)                       NAVD 88
 KV0171
 KV0171  VERT ORDER  -  FIRST     CLASS II
 KV0171
 KV0171.The horizontal coordinates were scaled from a topographic map and have
 KV0171.an estimated accuracy of +/- 6 seconds.
 KV0171
 KV0171.The orthometric height was determined by differential leveling
 KV0171.and adjusted by the National Geodetic Survey in June 1991..
 KV0171
 KV0171.The geoid height was determined by GEOID03.
 KV0171
 KV0171.The dynamic height is computed by dividing the NAVD 88
 KV0171.geopotential number by the normal gravity value computed on the
 KV0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0171.degrees latitude (g = 980.6199 gals.).
 KV0171
 KV0171.The modeled gravity was interpolated from observed gravity values.
 KV0171
 KV0171;                    North         East    Units  Estimated Accuracy
 KV0171;SPC NJ       -   229,020.      174,970.      MT  (+/- 180 meters Scaled)
 KV0171
 KV0171                          SUPERSEDED SURVEY CONTROL
 KV0171
 KV0171  NGVD 29 (??/??/??)   57.377  (m)          188.24   (f) ADJUSTED    1 2
 KV0171
 KV0171.Superseded values are not recommended for survey control.
 KV0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0171.See file dsdata.txt to determine how the superseded data were derived.
 KV0171
 KV0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL670274(NAD 83)
 KV0171_MARKER: X = CHISELED CROSS
 KV0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0171_SP_SET: BRIDGE
 KV0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0171
 KV0171  HISTORY     - Date     Condition        Report By
 KV0171  HISTORY     - 1933     MONUMENTED       DLWRR
 KV0171  HISTORY     - 1939     GOOD             CGS
 KV0171
 KV0171                          STATION DESCRIPTION
 KV0171
 KV0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 KV0171'1.6 MI W FROM PATERSON.
 KV0171'1.6 MILES WEST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV0171'RAILROAD FROM PATERSON, ABOUT 650 FEET WEST OF MILEPOST 17, AT THE
 KV0171'BRIDGE OVER PASSAIC RIVER, ON THE NORTH END OF THE WEST ABUTMENT,
 KV0171'ON THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE, 3 INCHES WEST
 KV0171'OF THE EAST EDGE, 3 INCHES NORTH OF THE SOUTH EDGE, 4 FEET 2
 KV0171'INCHES NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE
 KV0171'BASE OF THE RAIL.  A CHISELED CROSS.  NOTE-- THE DELAWARE,
 KV0171'LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV0171'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6030 ***********************************************************************
 KV6030  DESIGNATION -  189
 KV6030  PID         -  KV6030
 KV6030  STATE/COUNTY-  NJ/MERCER
 KV6030  USGS QUAD   -  TRENTON WEST (1995)
 KV6030
 KV6030                         *CURRENT SURVEY CONTROL
 KV6030  ___________________________________________________________________
 KV6030* NAD 83(1986)-  40 12 19.     (N)    074 45 31.     (W)     SCALED    
 KV6030* NAVD 88     -         9.798  (meters)      32.15   (feet)  ADJUSTED  
 KV6030  ___________________________________________________________________
 KV6030  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KV6030  DYNAMIC HT  -           9.794 (meters)      32.13  (feet)  COMP
 KV6030  MODELED GRAV-     980,180.7   (mgal)                       NAVD 88
 KV6030
 KV6030  VERT ORDER  -  FIRST     CLASS I
 KV6030
 KV6030.The horizontal coordinates were scaled from a topographic map and have
 KV6030.an estimated accuracy of +/- 6 seconds.
 KV6030
 KV6030.The orthometric height was determined by differential leveling
 KV6030.and adjusted by the National Geodetic Survey in June 1991..
 KV6030
 KV6030.The geoid height was determined by GEOID03.
 KV6030
 KV6030.The dynamic height is computed by dividing the NAVD 88
 KV6030.geopotential number by the normal gravity value computed on the
 KV6030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6030.degrees latitude (g = 980.6199 gals.).
 KV6030
 KV6030.The modeled gravity was interpolated from observed gravity values.
 KV6030
 KV6030;                    North         East    Units  Estimated Accuracy
 KV6030;SPC NJ       -   152,340.      127,990.      MT  (+/- 180 meters Scaled)
 KV6030
 KV6030                          SUPERSEDED SURVEY CONTROL
 KV6030
 KV6030  NGVD 29 (01/10/92)   10.121  (m)           33.21   (f) ADJUSTED    1 1
 KV6030
 KV6030.Superseded values are not recommended for survey control.
 KV6030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6030.See file dsdata.txt to determine how the superseded data were derived.
 KV6030
 KV6030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK205505(NAD 83)
 KV6030_MARKER: DD = SURVEY DISK
 KV6030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6030_SP_SET: CONCRETE POST
 KV6030_STAMPING: 189
 KV6030_MARK LOGO: NJGS  
 KV6030_PROJECTION: RECESSED 20 CENTIMETERS
 KV6030_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6030+STABILITY: SURFACE MOTION
 KV6030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6030+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6030
 KV6030  HISTORY     - Date     Condition        Report By
 KV6030  HISTORY     - 1935     MONUMENTED       NJGS
 KV6030  HISTORY     - 19881111 GOOD             NJGS
 KV6030  HISTORY     - 20020202 GOOD             NJGS
 KV6030
 KV6030                          STATION DESCRIPTION
 KV6030
 KV6030'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6030'IN TRENTON, LOCATED AT THE SOUTHEAST CORNER OF CASS AND CENTER
 KV6030'STREETS, 5.8 M (19.0 FT) WEST OF THE NORTHWEST CORNER OF THE ENTRANCE
 KV6030'TO A CELLAR TO HOUSE NUMBER 500, 3.9 M (12.8 FT) NORTHWEST OF THE
 KV6030'SOUTHEAST CORNER OF THE DOORWAY TO HOUSE NUMBER 500, 3.07 M (10.1 FT)
 KV6030'NORTHWEST OF THE SOUTHEAST CORNER OF THE SAME DOORWAY, 3.19 M
 KV6030'(10.5 FT) NORTH OF A FIRE HYDRANT, 1.0 M (3.3 FT) SOUTHEAST OF POLE
 KV6030'NUMBER 6119, SET IN A MONUMENT BOX, 0.2 M (0.7 FT) BELOW SIDEWALK.
 KV6030
 KV6030                          STATION RECOVERY (2002)
 KV6030
 KV6030'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6030'RECOVERED AS DESCRIBED.
 KV6030'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4222 ***********************************************************************
 JU4222  DESIGNATION -  1891
 JU4222  PID         -  JU4222
 JU4222  STATE/COUNTY-  NJ/ATLANTIC
 JU4222  USGS QUAD   -  TUCKAHOE (1994)
 JU4222
 JU4222                         *CURRENT SURVEY CONTROL
 JU4222  ___________________________________________________________________
 JU4222* NAD 83(1986)-  39 22 05.     (N)    074 45 36.     (W)     SCALED    
 JU4222* NAVD 88     -        10.620  (meters)      34.84   (feet)  ADJUSTED  
 JU4222  ___________________________________________________________________
 JU4222  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JU4222  DYNAMIC HT  -          10.615 (meters)      34.83  (feet)  COMP
 JU4222  MODELED GRAV-     980,113.7   (mgal)                       NAVD 88
 JU4222
 JU4222  VERT ORDER  -  FIRST     CLASS II
 JU4222
 JU4222.The horizontal coordinates were scaled from a topographic map and have
 JU4222.an estimated accuracy of +/- 6 seconds.
 JU4222
 JU4222.The orthometric height was determined by differential leveling
 JU4222.and adjusted by the National Geodetic Survey in January 1994..
 JU4222
 JU4222.The geoid height was determined by GEOID03.
 JU4222
 JU4222.The dynamic height is computed by dividing the NAVD 88
 JU4222.geopotential number by the normal gravity value computed on the
 JU4222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4222.degrees latitude (g = 980.6199 gals.).
 JU4222
 JU4222.The modeled gravity was interpolated from observed gravity values.
 JU4222
 JU4222;                    North         East    Units  Estimated Accuracy
 JU4222;SPC NJ       -    59,390.      127,600.      MT  (+/- 180 meters Scaled)
 JU4222
 JU4222                          SUPERSEDED SURVEY CONTROL
 JU4222
 JU4222  NGVD 29 (01/10/92)   11.005  (m)           36.11   (f) ADJUSTED    1 2
 JU4222
 JU4222.Superseded values are not recommended for survey control.
 JU4222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4222.See file dsdata.txt to determine how the superseded data were derived.
 JU4222
 JU4222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ206576(NAD 83)
 JU4222_MARKER: DD = SURVEY DISK
 JU4222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4222_SP_SET: CONCRETE POST
 JU4222_STAMPING: 1891
 JU4222_MARK LOGO: NJGS  
 JU4222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4222+STABILITY: SURFACE MOTION
 JU4222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4222+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1990
 JU4222
 JU4222  HISTORY     - Date     Condition        Report By
 JU4222  HISTORY     - 1932     MONUMENTED       NJGS
 JU4222  HISTORY     - 19900713 GOOD             NJGS
 JU4222
 JU4222                          STATION DESCRIPTION
 JU4222
 JU4222'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 JU4222'THE STATION IS LOCATED IN ESTELL MANOR CITY.  TO REACH THE STATION
 JU4222'FROM THE SOUTH JUNCTION OF STATE ROUTE 50 AND U.S. HIGHWAY 40 IN MAYS
 JU4222'LANDING, GO 6.1 MI (9.8 KM) SOUTH ON ROUTE 50 TO THE STATION ON THE
 JU4222'RIGHT AT A GRAVEL ROAD.  THE STATION, SET IN A CONCRETE MONUMENT
 JU4222'PROJECTING 4 CM, IS SOUTHWEST OF THE SOUTHWEST JUNCTION OF THE GRAVEL
 JU4222'ROAD LEADING TO A LANDFILL.  THE STATION IS 8.1 M (26.6 FT) WEST FROM
 JU4222'THE CENTER LINE OF ROUTE 50, 15.1 M (49.5 FT) WEST FROM POWER POLE
 JU4222'BT416200, 2.7 M (8.9 FT) EAST FROM POWER POLE 200S, 5.00 M
 JU4222'(16.40 FT) SOUTH FROM AN ARROW SIGN, AND 0.1 MI (0.2 KM) SOUTH FROM
 JU4222'ENTRANCE GATE TO THE LANDFILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0646 ***********************************************************************
 JU0646  DESIGNATION -  18.97 NJGS
 JU0646  PID         -  JU0646
 JU0646  STATE/COUNTY-  NJ/SALEM
 JU0646  USGS QUAD   -  SALEM (1995)
 JU0646
 JU0646                         *CURRENT SURVEY CONTROL
 JU0646  ___________________________________________________________________
 JU0646* NAD 83(1986)-  39 32 50.     (N)    075 24 50.     (W)     SCALED    
 JU0646* NAVD 88     -         5.612  (meters)      18.41   (feet)  ADJUSTED  
 JU0646  ___________________________________________________________________
 JU0646  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JU0646  DYNAMIC HT  -           5.610 (meters)      18.41  (feet)  COMP
 JU0646  MODELED GRAV-     980,117.4   (mgal)                       NAVD 88
 JU0646
 JU0646  VERT ORDER  -  FIRST     CLASS II
 JU0646
 JU0646.The horizontal coordinates were scaled from a topographic map and have
 JU0646.an estimated accuracy of +/- 6 seconds.
 JU0646
 JU0646.The orthometric height was determined by differential leveling
 JU0646.and adjusted by the National Geodetic Survey in June 1991..
 JU0646
 JU0646.The geoid height was determined by GEOID03.
 JU0646
 JU0646.The dynamic height is computed by dividing the NAVD 88
 JU0646.geopotential number by the normal gravity value computed on the
 JU0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0646.degrees latitude (g = 980.6199 gals.).
 JU0646
 JU0646.The modeled gravity was interpolated from observed gravity values.
 JU0646
 JU0646;                    North         East    Units  Estimated Accuracy
 JU0646;SPC NJ       -    79,650.       71,450.      MT  (+/- 180 meters Scaled)
 JU0646
 JU0646                          SUPERSEDED SURVEY CONTROL
 JU0646
 JU0646  NGVD 29 (01/10/92)    5.898  (m)           19.35   (f) ADJUSTED    1 2
 JU0646
 JU0646.Superseded values are not recommended for survey control.
 JU0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0646.See file dsdata.txt to determine how the superseded data were derived.
 JU0646
 JU0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ644775(NAD 83)
 JU0646_MARKER: Z = SEE DESCRIPTION
 JU0646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0646_SP_SET: MONUMENT
 JU0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0646
 JU0646  HISTORY     - Date     Condition        Report By
 JU0646  HISTORY     - UNK      MONUMENTED       NJGS
 JU0646  HISTORY     - 1930     GOOD             CGS
 JU0646  HISTORY     - 1934     GOOD             CGS
 JU0646  HISTORY     - 1979     GOOD             NGS
 JU0646
 JU0646                          STATION DESCRIPTION
 JU0646
 JU0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0646'AT QUINTON.
 JU0646'AT QUINTON, SALEM COUNTY, ON THE NORTH SIDE OF MAIN STREET, 100
 JU0646'YARDS EAST OF THE QUINTON GLASS CO, STORE, AT THE GRANITE MONUMENT
 JU0646'SET BY THE DAUGHTERS OF THE AMERICAN REVOLUTION, ON THE EAST END
 JU0646'OF THE CARVED FOLD, AND AT THE BOTTOM OF THE INSCRIPTION.  AN
 JU0646'ARROW, CUT IN THE GRANITE.
 JU0646
 JU0646                          STATION RECOVERY (1934)
 JU0646
 JU0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JU0646'RECOVERED IN GOOD CONDITION.
 JU0646
 JU0646                          STATION RECOVERY (1979)
 JU0646
 JU0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0646'0.05 MILE NORTHWEST ALONG STATE ROUTE 49 FROM THE POST OFFICE IN
 JU0646'QUINTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1698 ***********************************************************************
 KV1698  DESIGNATION -  19
 KV1698  PID         -  KV1698
 KV1698  STATE/COUNTY-  NJ/HUNTERDON
 KV1698  USGS QUAD   -  FRENCHTOWN (1997)
 KV1698
 KV1698                         *CURRENT SURVEY CONTROL
 KV1698  ___________________________________________________________________
 KV1698* NAD 83(1986)-  40 32 54.     (N)    075 04 09.     (W)     SCALED    
 KV1698* NAVD 88     -        38.944  (meters)     127.77   (feet)  ADJUSTED  
 KV1698  ___________________________________________________________________
 KV1698  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KV1698  DYNAMIC HT  -          38.926 (meters)     127.71  (feet)  COMP
 KV1698  MODELED GRAV-     980,151.9   (mgal)                       NAVD 88
 KV1698
 KV1698  VERT ORDER  -  FIRST     CLASS I
 KV1698
 KV1698.The horizontal coordinates were scaled from a topographic map and have
 KV1698.an estimated accuracy of +/- 6 seconds.
 KV1698
 KV1698.The orthometric height was determined by differential leveling
 KV1698.and adjusted by the National Geodetic Survey in June 1991..
 KV1698.WARNING-Repeat measurements at this control monument indicate possible
 KV1698.vertical movement.
 KV1698
 KV1698.The geoid height was determined by GEOID03.
 KV1698
 KV1698.The dynamic height is computed by dividing the NAVD 88
 KV1698.geopotential number by the normal gravity value computed on the
 KV1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1698.degrees latitude (g = 980.6199 gals.).
 KV1698
 KV1698.The modeled gravity was interpolated from observed gravity values.
 KV1698
 KV1698;                    North         East    Units  Estimated Accuracy
 KV1698;SPC NJ       -   190,550.      101,790.      MT  (+/- 180 meters Scaled)
 KV1698
 KV1698                          SUPERSEDED SURVEY CONTROL
 KV1698
 KV1698  NGVD 29 (01/10/92)   39.206  (m)          128.63   (f) ADJUSTED    1 1
 KV1698
 KV1698.Superseded values are not recommended for survey control.
 KV1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1698.See file dsdata.txt to determine how the superseded data were derived.
 KV1698
 KV1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK941886(NAD 83)
 KV1698_MARKER: B = BOLT
 KV1698_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1698_SP_SET: HEADWALL
 KV1698_MARK LOGO: NONE  
 KV1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1698+STABILITY: SURFACE MOTION
 KV1698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1698+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1988
 KV1698
 KV1698  HISTORY     - Date     Condition        Report By
 KV1698  HISTORY     - 1935     MONUMENTED       PRR
 KV1698  HISTORY     - 1956     GOOD             CGS
 KV1698  HISTORY     - 19881010 GOOD             NJGS
 KV1698
 KV1698                          STATION DESCRIPTION
 KV1698
 KV1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1698'1.6 MI NW FROM FRENCHTOWN.
 KV1698'1.6 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV1698'STATION AT FRENCHTOWN, 1.9 MILES SOUTHEAST OF THE STATION AT
 KV1698'MILFORD, ON TOP AND IN THE CENTER OF THE SOUTHWEST HEADWALL OF A
 KV1698'LARGE CONCRETE CULVERT OVER A CREEK, 11.2 FEET SOUTHWEST OF THE
 KV1698'SOUTHWEST RAIL, 13.7 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 KV1698'HEADWALL AND 2 FEET BELOW THE LEVEL OF THE TRACK.
 KV1698
 KV1698                          STATION RECOVERY (1988)
 KV1698
 KV1698'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1698'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1698'2.6 KM (1.60 MI) NORTH ALONG HARRISON STREET FROM THE JUNCTION WITH
 KV1698'BRIDGE STREET IN FRENCHTOWN TO A BRIDGE OVER HARIHOKAKS CREEK, THEN
 KV1698'WEST ON A STONE DRIVE FOR A MINI INDUSTRIAL PARK FOR 90 M (295.3 FT)
 KV1698'TO A HOUSE, ASK FOR PERMISSION TO CROSS PROPERTY, PACK WEST FOR 120
 KV1698'PACES AND THEN TO THE SOUTH FOR 167 PACES ALONG AN OLD RAILROAD BED TO
 KV1698'A LARGE BRIDGE CULVERT AND THE MARK ON THE RIGHT, 4.2 M (13.8 FT)
 KV1698'SOUTHEAST OF THE NORTHEAST END, A BOLT PROJECTING 0.01 M (0.0 FT) IN
 KV1698'THE MIDDLE OF THE CULVERT. NOTE ASK PERMISSION OF OWNER TO CROSS
 KV1698'PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2884 ***********************************************************************
 LY2884  DESIGNATION -  19 C 1
 LY2884  PID         -  LY2884
 LY2884  STATE/COUNTY-  NJ/SUSSEX
 LY2884  USGS QUAD   -  HAMBURG (1976)
 LY2884
 LY2884                         *CURRENT SURVEY CONTROL
 LY2884  ___________________________________________________________________
 LY2884* NAD 83(1996)-  41 12 15.34854(N)    074 33 32.14948(W)     ADJUSTED  
 LY2884* NAVD 88     -       186.9    (meters)     613.     (feet)  GPS OBS   
 LY2884  ___________________________________________________________________
 LY2884  X           -   1,279,528.847 (meters)                     COMP
 LY2884  Y           -  -4,632,328.194 (meters)                     COMP
 LY2884  Z           -   4,179,618.723 (meters)                     COMP
 LY2884  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 LY2884  ELLIP HEIGHT-         154.47  (meters)          (10/23/02) GPS OBS
 LY2884  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 LY2884
 LY2884  HORZ ORDER  -  FIRST
 LY2884  ELLP ORDER  -  FOURTH    CLASS I
 LY2884
 LY2884.The horizontal coordinates were established by GPS observations
 LY2884.and adjusted by the National Geodetic Survey in May 1999..
 LY2884
 LY2884.The orthometric height was determined by GPS observations and a
 LY2884.high-resolution geoid model.
 LY2884
 LY2884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2884
 LY2884.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2884
 LY2884.The ellipsoidal height was determined by GPS observations
 LY2884.and is referenced to NAD 83.
 LY2884
 LY2884.The geoid height was determined by GEOID03.
 LY2884
 LY2884;                    North         East     Units Scale Factor Converg.
 LY2884;SPC NJ       -   263,231.632   145,057.712   MT  0.99990030   -0 02 19.8
 LY2884;SPC NJ       -   863,619.11    475,910.18   sFT  0.99990030   -0 02 19.8
 LY2884;UTM  18      - 4,561,526.415   536,979.921   MT  0.99961683   +0 17 26.0
 LY2884
 LY2884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2884!SPC NJ       -   0.99997577  x   0.99990030  =   0.99987607
 LY2884!UTM  18      -   0.99997577  x   0.99961683  =   0.99959261
 LY2884
 LY2884:                Primary Azimuth Mark                     Grid Az
 LY2884:SPC NJ       -  19 D 1                                   045 09 56.0
 LY2884:UTM  18      -  19 D 1                                   044 50 10.2
 LY2884
 LY2884|---------------------------------------------------------------------|
 LY2884| PID    Reference Object                     Distance      Geod. Az  |
 LY2884|                                                           dddmmss.s |
 LY2884| LY2885 19 D 1                              479.252 METERS 0450736.2 |
 LY2884|---------------------------------------------------------------------|
 LY2884
 LY2884                          SUPERSEDED SURVEY CONTROL
 LY2884
 LY2884  NAD 83(1996)-  41 12 15.34836(N)    074 33 32.14964(W) AD(       ) 1
 LY2884  NAD 83(1986)-  41 12 15.34965(N)    074 33 32.14930(W) AD(       ) 1
 LY2884
 LY2884.Superseded values are not recommended for survey control.
 LY2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2884.See file dsdata.txt to determine how the superseded data were derived.
 LY2884
 LY2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3698061526(NAD 83)
 LY2884_MARKER: DD = SURVEY DISK
 LY2884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2884_SP_SET: CONCRETE POST
 LY2884_STAMPING: 19 C 1 1991
 LY2884_MARK LOGO: USFWS 
 LY2884_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LY2884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2884+STABILITY: SURFACE MOTION
 LY2884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2884+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LY2884
 LY2884  HISTORY     - Date     Condition        Report By
 LY2884  HISTORY     - 1991     MONUMENTED       NJGS
 LY2884  HISTORY     - 20050601 GOOD             INDIV
 LY2884
 LY2884                          STATION DESCRIPTION
 LY2884
 LY2884'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 LY2884'THE STATION IS LOCATED IN VERNON TOWNSHIP ON THE NORTHEAST SIDE OF
 LY2884'CREST HILL DRIVE, JUST SOUTH OF THE INTERSECTION WITH COUNTY ROAD
 LY2884'565, GLENWOOD DRIVE, ON THE PROPERTY OF MR. ROBERT CONNELLY, 1 CREST
 LY2884'HILL DRIVE, SUSSEX, N.J. 07461.  TO REACH THE STATION FROM THE
 LY2884'JUNCTION OF N.J. ROUTE 23 AND COUNTY ROAD 565, GLENWOOD DRIVE, GO
 LY2884'NORTHEAST ON COUNTY ROAD 565 FOR 1.95 MI (3.14 KM) TO THE
 LY2884'INTERSECTION OF CREST HILL DRIVE AND THE STATION ON THE RIGHT. THE
 LY2884'STATION IS 3.7 M (12.1 FT) SOUTHEAST FROM POLE NUMBER 02 1 G24 1,
 LY2884'8.55 M (28.05 FT) SOUTHEAST FROM A STOP SIGN AT THE INTERSECTION OF
 LY2884'CREST HILL DRIVE AND COUNTY ROAD 565, 14.05 M (46.10 FT) NORTHWEST
 LY2884'FROM A MAILBOX MARKED CONNELLY, 6.10 M (20.01 FT) NORTHEAST FROM THE
 LY2884'CENTERLINE OF CREST HILL DRIVE AND 14.5 M (47.6 FT) NORTH NORTHEAST
 LY2884'FROM POLE NUMBER ONE AND ONE HALF.  THE STATION IS A STANDARD FISH
 LY2884'AND WILDLIFE SERVICE ALUMINUM DISK, STAMPED 19 C 1 1991, SET IN THE
 LY2884'TOP OF A ROUND CONCRETE MONUMENT AND FLUSH WITH THE GROUND.
 LY2884
 LY2884                          STATION RECOVERY (2005)
 LY2884
 LY2884'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 LY2884'HIGH POINT MONUMENT LY2607 IS VISIBLE FROM 1 METER SW OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2885 ***********************************************************************
 LY2885  DESIGNATION -  19 D 1
 LY2885  PID         -  LY2885
 LY2885  STATE/COUNTY-  NJ/SUSSEX
 LY2885  USGS QUAD   -  HAMBURG (1976)
 LY2885
 LY2885                         *CURRENT SURVEY CONTROL
 LY2885  ___________________________________________________________________
 LY2885* NAD 83(1996)-  41 12 26.30902(N)    074 33 17.57147(W)     ADJUSTED  
 LY2885* NAVD 88     -       204.9    (meters)     672.     (feet)  GPS OBS   
 LY2885  ___________________________________________________________________
 LY2885  X           -   1,279,800.522 (meters)                     COMP
 LY2885  Y           -  -4,632,036.090 (meters)                     COMP
 LY2885  Z           -   4,179,884.968 (meters)                     COMP
 LY2885  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 LY2885  ELLIP HEIGHT-         172.46  (meters)          (10/23/02) GPS OBS
 LY2885  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 LY2885
 LY2885  HORZ ORDER  -  FIRST
 LY2885  ELLP ORDER  -  FOURTH    CLASS I
 LY2885
 LY2885.The horizontal coordinates were established by GPS observations
 LY2885.and adjusted by the National Geodetic Survey in May 1999..
 LY2885
 LY2885.The orthometric height was determined by GPS observations and a
 LY2885.high-resolution geoid model.
 LY2885
 LY2885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2885
 LY2885.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2885
 LY2885.The ellipsoidal height was determined by GPS observations
 LY2885.and is referenced to NAD 83.
 LY2885
 LY2885.The geoid height was determined by GEOID03.
 LY2885
 LY2885;                    North         East     Units Scale Factor Converg.
 LY2885;SPC NJ       -   263,569.500   145,397.538   MT  0.99990026   -0 02 10.2
 LY2885;SPC NJ       -   864,727.60    477,025.09   sFT  0.99990026   -0 02 10.2
 LY2885;UTM  18      - 4,561,866.135   537,317.704   MT  0.99961714   +0 17 35.7
 LY2885
 LY2885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2885!SPC NJ       -   0.99997295  x   0.99990026  =   0.99987321
 LY2885!UTM  18      -   0.99997295  x   0.99961714  =   0.99959010
 LY2885
 LY2885:                Primary Azimuth Mark                     Grid Az
 LY2885:SPC NJ       -  19 C 1                                   225 09 56.0
 LY2885:UTM  18      -  19 C 1                                   224 50 10.1
 LY2885
 LY2885|---------------------------------------------------------------------|
 LY2885| PID    Reference Object                     Distance      Geod. Az  |
 LY2885|                                                           dddmmss.s |
 LY2885| LY2884 19 C 1                              479.252 METERS 2250745.8 |
 LY2885|---------------------------------------------------------------------|
 LY2885
 LY2885                          SUPERSEDED SURVEY CONTROL
 LY2885
 LY2885  ELLIP H (05/14/99)  172.47   (m)                       GP(       ) 4 1
 LY2885  NAD 83(1996)-  41 12 26.30882(N)    074 33 17.57165(W) AD(       ) 1
 LY2885  NAD 83(1986)-  41 12 26.31003(N)    074 33 17.57118(W) AD(       ) 1
 LY2885
 LY2885.Superseded values are not recommended for survey control.
 LY2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2885.See file dsdata.txt to determine how the superseded data were derived.
 LY2885
 LY2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3731861866(NAD 83)
 LY2885_MARKER: DD = SURVEY DISK
 LY2885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2885_SP_SET: CONCRETE POST
 LY2885_STAMPING: 19 D 1 1991
 LY2885_MARK LOGO: USFWS 
 LY2885_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LY2885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2885+STABILITY: SURFACE MOTION
 LY2885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2885+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LY2885
 LY2885  HISTORY     - Date     Condition        Report By
 LY2885  HISTORY     - 1991     MONUMENTED       NJGS
 LY2885  HISTORY     - 20050601 GOOD             INDIV
 LY2885
 LY2885                          STATION DESCRIPTION
 LY2885
 LY2885'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 LY2885'THE STATION IS LOCATED IN VERNON TOWNSHIP ON THE SOUTHWEST SIDE OF
 LY2885'HILLSDALE DRIVE, SOUTH OF THE INTERSECTION WITH COUNTY ROAD 565,
 LY2885'GLENWOOD DRIVE, ON PROPERTY OF MR. DENNIS LODGE, 41 HILLSDALE DRIVE,
 LY2885'SUSSEX, N.J. 07461  PHONE 201 875 0856.  TO REACH THE STATION FROM
 LY2885'THE JUNCTION OF N.J. ROUTE 23 AND COUNTY ROAD 565, GLENWOOD DRIVE, GO
 LY2885'NORTHEAST ON COUNTY ROAD 565 FOR 2.25 MI (3.62 KM) TO THE
 LY2885'INTERSECTION WITH HILLSDALE DRIVE AND THE STATION ON THE RIGHT. THE
 LY2885'STATION IS 4.9 M (16.1 FT) WEST SOUTHWEST FROM THE CENTERLINE OF
 LY2885'HILLSDALE DRIVE, 19.2 M (63.0 FT) SOUTH SOUTHEAST FROM THE CENTERLINE
 LY2885'OF COUNTY ROAD 565, 15.35 M (50.36 FT) NORTHWEST FROM A MAILBOX FOR
 LY2885'HOUSE NUMBER 41, 10.45 M (34.28 FT) WEST FROM THE CENTER OF A TYPE B
 LY2885'INLET ON THE NORTHEAST SIDE OF HILLSDALE DRIVE AND 0.4 M (1.3 FT)
 LY2885'SOUTHWEST FROM THE SOUTH FACE OF CURB ON HILLSDALE DRIVE.  THE STATION
 LY2885'IS A STANDARD FISH AND WILDLIFE SERVICE ALUMINUM DISK, STAMPED 19 D 1
 LY2885'1991, SET IN THE TOP OF A SQUARE CONRETE MONUMENT AND FLUSH WITH THE
 LY2885'GROUND.
 LY2885
 LY2885                          STATION RECOVERY (2005)
 LY2885
 LY2885'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 LY2885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2886 ***********************************************************************
 LY2886  DESIGNATION -  19 E 1
 LY2886  PID         -  LY2886
 LY2886  STATE/COUNTY-  NJ/SUSSEX
 LY2886  USGS QUAD   -  UNIONVILLE (1969)
 LY2886
 LY2886                         *CURRENT SURVEY CONTROL
 LY2886  ___________________________________________________________________
 LY2886* NAD 83(1996)-  41 15 11.65664(N)    074 32 25.17424(W)     ADJUSTED  
 LY2886* NAVD 88     -       123.7    (meters)     406.     (feet)  GPS OBS   
 LY2886  ___________________________________________________________________
 LY2886  X           -   1,280,064.713 (meters)                     COMP
 LY2886  Y           -  -4,628,411.672 (meters)                     COMP
 LY2886  Z           -   4,183,667.799 (meters)                     COMP
 LY2886  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 LY2886  ELLIP HEIGHT-          91.34  (meters)          (10/23/02) GPS OBS
 LY2886  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 LY2886
 LY2886  HORZ ORDER  -  FIRST
 LY2886  ELLP ORDER  -  FOURTH    CLASS I
 LY2886
 LY2886.The horizontal coordinates were established by GPS observations
 LY2886.and adjusted by the National Geodetic Survey in May 1999..
 LY2886
 LY2886.The orthometric height was determined by GPS observations and a
 LY2886.high-resolution geoid model.
 LY2886
 LY2886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2886
 LY2886.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2886
 LY2886.The ellipsoidal height was determined by GPS observations
 LY2886.and is referenced to NAD 83.
 LY2886
 LY2886.The geoid height was determined by GEOID03.
 LY2886
 LY2886;                    North         East     Units Scale Factor Converg.
 LY2886;SPC NJ       -   268,669.221   146,620.507   MT  0.99990014   -0 01 35.7
 LY2886;SPC NJ       -   881,458.94    481,037.45   sFT  0.99990014   -0 01 35.7
 LY2886;SPC NY E     -   268,669.221   146,620.507   MT  0.99990014   -0 01 35.7
 LY2886;SPC NY E     -   881,458.94    481,037.45   sFT  0.99990014   -0 01 35.7
 LY2886;UTM  18      - 4,566,971.363   538,510.983   MT  0.99961825   +0 18 11.2
 LY2886
 LY2886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2886!SPC NJ       -   0.99998567  x   0.99990014  =   0.99988581
 LY2886!SPC NY E     -   0.99998567  x   0.99990014  =   0.99988581
 LY2886!UTM  18      -   0.99998567  x   0.99961825  =   0.99960393
 LY2886
 LY2886:                Primary Azimuth Mark                     Grid Az
 LY2886:SPC NJ       -  19 F 1                                   304 26 29.0
 LY2886:SPC NY E     -  19 F 1                                   304 26 29.0
 LY2886:UTM  18      -  19 F 1                                   304 06 42.1
 LY2886
 LY2886|---------------------------------------------------------------------|
 LY2886| PID    Reference Object                     Distance      Geod. Az  |
 LY2886|                                                           dddmmss.s |
 LY2886| LY2887 19 F 1                              429.132 METERS 3042453.3 |
 LY2886|---------------------------------------------------------------------|
 LY2886
 LY2886                          SUPERSEDED SURVEY CONTROL
 LY2886
 LY2886  ELLIP H (05/14/99)   91.35   (m)                       GP(       ) 4 1
 LY2886  NAD 83(1996)-  41 15 11.65650(N)    074 32 25.17439(W) AD(       ) 1
 LY2886  NAD 83(1986)-  41 15 11.65800(N)    074 32 25.17401(W) AD(       ) 1
 LY2886
 LY2886.Superseded values are not recommended for survey control.
 LY2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2886.See file dsdata.txt to determine how the superseded data were derived.
 LY2886
 LY2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3851166971(NAD 83)
 LY2886_MARKER: DD = SURVEY DISK
 LY2886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2886_SP_SET: CONCRETE POST
 LY2886_STAMPING: 19 E 1 1991
 LY2886_MARK LOGO: USFWS 
 LY2886_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LY2886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2886+STABILITY: SURFACE MOTION
 LY2886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2886+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LY2886
 LY2886  HISTORY     - Date     Condition        Report By
 LY2886  HISTORY     - 1991     MONUMENTED       NJGS
 LY2886
 LY2886                          STATION DESCRIPTION
 LY2886
 LY2886'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 LY2886'THE STATION IS LOCATED IN VERNON TOWNSHIP ON THE NORTHEAST SIDE OF
 LY2886'COUNTY ROAD 665, BASSETTS BRIDGE ROAD, JUST 0.05 MI (0.08 KM) WEST OF
 LY2886'THE INTERSECTION OF BASSETTS BRIDGE ROAD AND LAKE WALLKILL ROAD. TO
 LY2886'REACH THE STATION FROM THE JUNCTION OF N.J. ROUTE 284 AND COUNTY ROAD
 LY2886'642, BASSETTS BRIDGE ROAD, JUST NORTH OF QUARRYVILLE, GO NORTHEAST ON
 LY2886'COUNTY ROAD 642 FOR 1.1 MI (1.8 KM) TO THE INTERSECTION WITH COUNTY
 LY2886'ROAD 665 ON THE RIGHT.  COUNTY ROAD 665 NOW BECOMES BASSETTS BRIDGE
 LY2886'ROAD.  TURN RIGHT ON COUNTY ROAD 665 AND GO 0.65 MI (1.05 KM) EAST TO
 LY2886'THE STATION ON THE LEFT AT THE EDGE OF A CULTIVATED FIELD.  THE
 LY2886'STATION IS 4.2 M (13.8 FT) NORTHEAST FROM THE CENTERLINE OF COUNTY
 LY2886'ROAD 665, 17.2 M (56.4 FT) EAST FROM POLE NUMBER 66 0 SREC AND 12.7 M
 LY2886'(41.7 FT) NORTHWEST FROM POLE NUMBER 2 U.S. TELCO.  THE STATION IS A
 LY2886'STANDARD FISH AND WILDLIFE SERVICE ALUMINUM DISK, STAMPED 19 E 1
 LY2886'1991, SET IN THE TOP OF A ROUND CONCRETE MONUMENT AND FLUSH WITH THE
 LY2886'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2887 ***********************************************************************
 LY2887  DESIGNATION -  19 F 1
 LY2887  PID         -  LY2887
 LY2887  STATE/COUNTY-  NJ/SUSSEX
 LY2887  USGS QUAD   -  UNIONVILLE (1969)
 LY2887
 LY2887                         *CURRENT SURVEY CONTROL
 LY2887  ___________________________________________________________________
 LY2887* NAD 83(1996)-  41 15 19.51826(N)    074 32 40.38101(W)     ADJUSTED  
 LY2887* NAVD 88     -       120.2    (meters)     394.     (feet)  GPS OBS   
 LY2887  ___________________________________________________________________
 LY2887  X           -   1,279,680.163 (meters)                     COMP
 LY2887  Y           -  -4,628,349.353 (meters)                     COMP
 LY2887  Z           -   4,183,847.824 (meters)                     COMP
 LY2887  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 LY2887  ELLIP HEIGHT-          87.84  (meters)          (10/23/02) GPS OBS
 LY2887  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 LY2887
 LY2887  HORZ ORDER  -  FIRST
 LY2887  ELLP ORDER  -  FOURTH    CLASS I
 LY2887
 LY2887.The horizontal coordinates were established by GPS observations
 LY2887.and adjusted by the National Geodetic Survey in May 1999..
 LY2887
 LY2887.The orthometric height was determined by GPS observations and a
 LY2887.high-resolution geoid model.
 LY2887
 LY2887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2887
 LY2887.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2887
 LY2887.The ellipsoidal height was determined by GPS observations
 LY2887.and is referenced to NAD 83.
 LY2887
 LY2887.The geoid height was determined by GEOID03.
 LY2887
 LY2887;                    North         East     Units Scale Factor Converg.
 LY2887;SPC NJ       -   268,911.898   146,266.634   MT  0.99990017   -0 01 45.8
 LY2887;SPC NJ       -   882,255.12    479,876.45   sFT  0.99990017   -0 01 45.8
 LY2887;UTM  18      - 4,567,211.932   538,155.820   MT  0.99961792   +0 18 01.2
 LY2887
 LY2887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2887!SPC NJ       -   0.99998622  x   0.99990017  =   0.99988639
 LY2887!UTM  18      -   0.99998622  x   0.99961792  =   0.99960415
 LY2887
 LY2887:                Primary Azimuth Mark                     Grid Az
 LY2887:SPC NJ       -  19 E 1                                   124 26 29.1
 LY2887:UTM  18      -  19 E 1                                   124 06 42.1
 LY2887
 LY2887|---------------------------------------------------------------------|
 LY2887| PID    Reference Object                     Distance      Geod. Az  |
 LY2887|                                                           dddmmss.s |
 LY2887| LY2886 19 E 1                              429.132 METERS 1242443.3 |
 LY2887|---------------------------------------------------------------------|
 LY2887
 LY2887                          SUPERSEDED SURVEY CONTROL
 LY2887
 LY2887  ELLIP H (05/14/99)   87.85   (m)                       GP(       ) 4 1
 LY2887  NAD 83(1996)-  41 15 19.51812(N)    074 32 40.38117(W) AD(       ) 1
 LY2887  NAD 83(1986)-  41 15 19.51960(N)    074 32 40.38067(W) AD(       ) 1
 LY2887
 LY2887.Superseded values are not recommended for survey control.
 LY2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2887.See file dsdata.txt to determine how the superseded data were derived.
 LY2887
 LY2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3815667212(NAD 83)
 LY2887_MARKER: DD = SURVEY DISK
 LY2887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2887_SP_SET: CONCRETE POST
 LY2887_STAMPING: 19 F 1 1991
 LY2887_MARK LOGO: USFWS 
 LY2887_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LY2887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2887+STABILITY: SURFACE MOTION
 LY2887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2887+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LY2887
 LY2887  HISTORY     - Date     Condition        Report By
 LY2887  HISTORY     - 1991     MONUMENTED       NJGS
 LY2887
 LY2887                          STATION DESCRIPTION
 LY2887
 LY2887'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 LY2887'THE STATION IS LOCATED IN VERNON TOWNSHIP ON THE SOUTHWEST SIDE OF
 LY2887'COUNTY ROUTE 665, BASSETTS BRIDGE ROAD, SOUTH OF OWENS.  TO REACH THE
 LY2887'STATION FROM THE JUNCTION OF NJ ROUTE 284 AND COUNTY ROUTE 642,
 LY2887'BASSETTS BRIDGE ROAD, GO NORTHEAST ON COUNTY ROUTE 642 FOR 1.1 MI
 LY2887'(1.8 KM) TO THE INTERSECTION WITH COUNTY ROUTE 665 ON THE RIGHT.
 LY2887'COUNTY ROUTE 665 NOW BECOMES BASSETTS BRIDGE ROAD.  TURN RIGHT ON
 LY2887'COUNTY ROUTE 665 AND GO 0.35 MI (0.56 KM) EAST TO THE STATION ON THE
 LY2887'RIGHT, AT THE EDGE OF PAVING NEXT TO A 4 FOOT (1.2 M) HIGH WIRE
 LY2887'FENCE.  THE STATION IS 12.3 M (40.4 FT) WEST FROM POLE NUMBER G747
 LY2887'10, 5.5 M (18.0 FT) SOUTHWEST FROM THE CENTERLINE OF COUNTY ROUTE
 LY2887'665, 17.5 M (57.4 FT) NORTHWEST FROM A SPEED LIMIT 40 WARNING SIGN,
 LY2887'0.6 M (2.0 FT) NORTHEAST FROM THE 4 FOOT (1.2 M) HIGH WIRE FENCE.
 LY2887'THE STATION IS A STANDARD FISH AND WILDLIFE SERVICE ALUMINUM
 LY2887'DISK,STAMPED 19 F 1 1991, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 LY2887'SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2888 ***********************************************************************
 LY2888  DESIGNATION -  19 G 1
 LY2888  PID         -  LY2888
 LY2888  STATE/COUNTY-  NJ/SUSSEX
 LY2888  USGS QUAD   -  UNIONVILLE (1969)
 LY2888
 LY2888                         *CURRENT SURVEY CONTROL
 LY2888  ___________________________________________________________________
 LY2888* NAD 83(1996)-  41 16 01.89772(N)    074 33 33.31099(W)     ADJUSTED  
 LY2888* NAVD 88     -       160.1    (meters)     525.     (feet)  GPS OBS   
 LY2888  ___________________________________________________________________
 LY2888  X           -   1,278,270.856 (meters)                     COMP
 LY2888  Y           -  -4,627,875.387 (meters)                     COMP
 LY2888  Z           -   4,184,856.942 (meters)                     COMP
 LY2888  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 LY2888  ELLIP HEIGHT-         127.75  (meters)          (10/23/02) GPS OBS
 LY2888  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 LY2888
 LY2888  HORZ ORDER  -  FIRST
 LY2888  ELLP ORDER  -  FOURTH    CLASS I
 LY2888
 LY2888.The horizontal coordinates were established by GPS observations
 LY2888.and adjusted by the National Geodetic Survey in May 1999..
 LY2888
 LY2888.The orthometric height was determined by GPS observations and a
 LY2888.high-resolution geoid model.
 LY2888
 LY2888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2888
 LY2888.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2888
 LY2888.The ellipsoidal height was determined by GPS observations
 LY2888.and is referenced to NAD 83.
 LY2888
 LY2888.The geoid height was determined by GEOID03.
 LY2888
 LY2888;                    North         East     Units Scale Factor Converg.
 LY2888;SPC NJ       -   270,219.898   145,035.416   MT  0.99990030   -0 02 20.7
 LY2888;SPC NJ       -   886,546.45    475,837.03   sFT  0.99990030   -0 02 20.7
 LY2888;UTM  18      - 4,568,512.455   536,917.446   MT  0.99961677   +0 17 26.5
 LY2888
 LY2888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2888!SPC NJ       -   0.99997996  x   0.99990030  =   0.99988026
 LY2888!UTM  18      -   0.99997996  x   0.99961677  =   0.99959674
 LY2888
 LY2888:                Primary Azimuth Mark                     Grid Az
 LY2888:SPC NJ       -  19 H 1                                   209 22 43.0
 LY2888:UTM  18      -  19 H 1                                   209 02 55.8
 LY2888
 LY2888|---------------------------------------------------------------------|
 LY2888| PID    Reference Object                     Distance      Geod. Az  |
 LY2888|                                                           dddmmss.s |
 LY2888| LY2889 19 H 1                              APPROX. 0.5 KM 2092022.3 |
 LY2888|---------------------------------------------------------------------|
 LY2888
 LY2888                          SUPERSEDED SURVEY CONTROL
 LY2888
 LY2888  ELLIP H (05/14/99)  127.76   (m)                       GP(       ) 4 1
 LY2888  NAD 83(1996)-  41 16 01.89757(N)    074 33 33.31115(W) AD(       ) 1
 LY2888  NAD 83(1986)-  41 16 01.89875(N)    074 33 33.31041(W) AD(       ) 1
 LY2888
 LY2888.Superseded values are not recommended for survey control.
 LY2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2888.See file dsdata.txt to determine how the superseded data were derived.
 LY2888
 LY2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3691768512(NAD 83)
 LY2888_MARKER: DD = SURVEY DISK
 LY2888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2888_SP_SET: CONCRETE POST
 LY2888_STAMPING: 19 G 1 1991
 LY2888_MARK LOGO: USFWS 
 LY2888_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LY2888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2888+STABILITY: SURFACE MOTION
 LY2888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2888+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2006
 LY2888
 LY2888  HISTORY     - Date     Condition        Report By
 LY2888  HISTORY     - 1991     MONUMENTED       NJGS
 LY2888  HISTORY     - 20060922 GOOD             AASCO
 LY2888
 LY2888                          STATION DESCRIPTION
 LY2888
 LY2888'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 LY2888'THE STATION IS LOCATED IN WANTAGE TOWNSHIP ON THE SOUTHWEST SIDE OF
 LY2888'N.J. ROUTE 284, EAST OF VAN SYCHLES.  TO REACH THE STATION FROM THE
 LY2888'JUNCTION OF N.J. ROUTE 284 AND COUNTY ROAD 642, BASSETTS BRIDGE ROAD,
 LY2888'GO NORTHWEST ON N.J. ROUTE 284 FOR 0.9 MI (1.4 KM) TO THE STATION ON
 LY2888'THE LEFT, SET IN A LAWN ON A HILL ABOVE THE LEVEL OF THE ROAD.  THE
 LY2888'STATION IS ALSO 0.1 MI (0.2 KM) NORTH OF THE SOUTHERLY JUNCTION WITH
 LY2888'DUNVALE ROAD.  THE STATION IS 8.2 M (26.9 FT) NORTHWEST OF THE
 LY2888'CENTERLINE OF N.J. ROUTE 284, 31.8 M (104.3 FT) SOUTH SOUTHWEST OF A
 LY2888'POLE WITH NO NUMBER ON THE RISE OF THE HILL, 39.1 M (128.3 FT)
 LY2888'NORTHEAST OF POLE NUMBER SWPC 69 SPC 8404 AND 0.45 M (1.48 FT)
 LY2888'NORTHWEST FROM AN ORANGE CARSONITE WITNESS POST.  THE STATION IS A
 LY2888'STANDARD FISH AND WILDLIFE SERVICE ALUMINUM DISK, STAMPED 19 G 1
 LY2888'1991, SET IN THE TOP OF A ROUND CONCRETE MONUMENT AND FLUSH WITH THE
 LY2888'GROUND.
 LY2888
 LY2888                          STATION RECOVERY (2006)
 LY2888
 LY2888'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 LY2888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2889 ***********************************************************************
 LY2889  DESIGNATION -  19 H 1
 LY2889  PID         -  LY2889
 LY2889  STATE/COUNTY-  NJ/SUSSEX
 LY2889  USGS QUAD   -  UNIONVILLE (1969)
 LY2889
 LY2889                         *CURRENT SURVEY CONTROL
 LY2889  ___________________________________________________________________
 LY2889* NAD 83(1996)-  41 15 46.41688(N)    074 33 44.84284(W)     ADJUSTED  
 LY2889* NAVD 88     -       158.5    (meters)     520.     (feet)  GPS OBS   
 LY2889  ___________________________________________________________________
 LY2889  X           -   1,278,095.642 (meters)                     COMP
 LY2889  Y           -  -4,628,249.298 (meters)                     COMP
 LY2889  Z           -   4,184,496.886 (meters)                     COMP
 LY2889  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 LY2889  ELLIP HEIGHT-         126.13  (meters)          (10/23/02) GPS OBS
 LY2889  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 LY2889
 LY2889  HORZ ORDER  -  FIRST
 LY2889  ELLP ORDER  -  FOURTH    CLASS I
 LY2889
 LY2889.The horizontal coordinates were established by GPS observations
 LY2889.and adjusted by the National Geodetic Survey in May 1999..
 LY2889
 LY2889.The orthometric height was determined by GPS observations and a
 LY2889.high-resolution geoid model.
 LY2889
 LY2889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2889
 LY2889.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2889
 LY2889.The ellipsoidal height was determined by GPS observations
 LY2889.and is referenced to NAD 83.
 LY2889
 LY2889.The geoid height was determined by GEOID03.
 LY2889
 LY2889;                    North         East     Units Scale Factor Converg.
 LY2889;SPC NJ       -   269,742.554   144,766.682   MT  0.99990034   -0 02 28.3
 LY2889;SPC NJ       -   884,980.36    474,955.36   sFT  0.99990034   -0 02 28.3
 LY2889;UTM  18      - 4,568,033.708   536,651.538   MT  0.99961653   +0 17 18.9
 LY2889
 LY2889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2889!SPC NJ       -   0.99998022  x   0.99990034  =   0.99988056
 LY2889!UTM  18      -   0.99998022  x   0.99961653  =   0.99959675
 LY2889
 LY2889:                Primary Azimuth Mark                     Grid Az
 LY2889:SPC NJ       -  19 G 1                                   029 22 43.0
 LY2889:UTM  18      -  19 G 1                                   029 02 55.8
 LY2889
 LY2889|---------------------------------------------------------------------|
 LY2889| PID    Reference Object                     Distance      Geod. Az  |
 LY2889|                                                           dddmmss.s |
 LY2889| LY2888 19 G 1                              APPROX. 0.5 KM 0292014.7 |
 LY2889|---------------------------------------------------------------------|
 LY2889
 LY2889                          SUPERSEDED SURVEY CONTROL
 LY2889
 LY2889  ELLIP H (05/14/99)  126.14   (m)                       GP(       ) 4 1
 LY2889  NAD 83(1996)-  41 15 46.41672(N)    074 33 44.84300(W) AD(       ) 1
 LY2889  NAD 83(1986)-  41 15 46.41796(N)    074 33 44.84231(W) AD(       ) 1
 LY2889
 LY2889.Superseded values are not recommended for survey control.
 LY2889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2889.See file dsdata.txt to determine how the superseded data were derived.
 LY2889
 LY2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3665268034(NAD 83)
 LY2889_MARKER: DD = SURVEY DISK
 LY2889_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LY2889_SP_SET: IRREGULAR CONCRETE MASS
 LY2889_STAMPING: 19 H 1 1991
 LY2889_MARK LOGO: USFWS 
 LY2889_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LY2889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY2889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2889+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LY2889
 LY2889  HISTORY     - Date     Condition        Report By
 LY2889  HISTORY     - 1991     MONUMENTED       NJGS
 LY2889
 LY2889                          STATION DESCRIPTION
 LY2889
 LY2889'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 LY2889'THE STATION IS LOCATED IN WANTAGE TOWNSHIP ON THE NORTHEAST SIDE OF
 LY2889'N.J. ROUTE 284, NORTH OF QUARRYVILLE.  TO REACH THE STATION FROM THE
 LY2889'JUNCTION OF N.J. ROUTE 284 AND COUNTY ROAD 642, BASSETTS BRIDGE ROAD,
 LY2889'GO NORTHEAST ON N.J. ROUTE 284 FOR 0.6 MI (1.0 KM) TO THE STATION ON
 LY2889'THE RIGHT, SET AT THE EAST EDGE OF PAVING ADJACENT TO A FORMER STONE
 LY2889'WALL SURROUNDING A CULTIVATED FIELD.  THE STATION IS 5.2 M (17.1 FT)
 LY2889'SOUTHEAST FROM THE CENTERLINE OF N.J. ROUTE 284, 22.9 M (75.1 FT)
 LY2889'NORTHEAST FROM POLE NUMBER 142E140 AND 37.5 M (123.0 FT) SOUTHWEST
 LY2889'FROM POLE NUMBER 143.  THE STATION IS A STANDARD FISH AND WILDLIFE
 LY2889'SERVICE ALUMINUM DISK, STAMPED 19 H 1 1991, SET INTO THE TOP OF AN
 LY2889'IRREGULAR MASS OF CONCRETE FOUNDED ON ROCK AND SET FLUSH WITH THE
 LY2889'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2890 ***********************************************************************
 LY2890  DESIGNATION -  19 J 1
 LY2890  PID         -  LY2890
 LY2890  STATE/COUNTY-  NJ/SUSSEX
 LY2890  USGS QUAD   -  HAMBURG (1976)
 LY2890
 LY2890                         *CURRENT SURVEY CONTROL
 LY2890  ___________________________________________________________________
 LY2890* NAD 83(1996)-  41 13 13.84619(N)    074 34 45.21162(W)     ADJUSTED  
 LY2890* NAVD 88     -       134.3    (meters)     441.     (feet)  GPS OBS   
 LY2890  ___________________________________________________________________
 LY2890  X           -   1,277,561.241 (meters)                     COMP
 LY2890  Y           -  -4,631,596.791 (meters)                     COMP
 LY2890  Z           -   4,180,941.661 (meters)                     COMP
 LY2890  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 LY2890  ELLIP HEIGHT-         101.87  (meters)          (10/23/02) GPS OBS
 LY2890  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 LY2890
 LY2890  HORZ ORDER  -  FIRST
 LY2890  ELLP ORDER  -  FOURTH    CLASS I
 LY2890
 LY2890.The horizontal coordinates were established by GPS observations
 LY2890.and adjusted by the National Geodetic Survey in May 1999..
 LY2890
 LY2890.The orthometric height was determined by GPS observations and a
 LY2890.high-resolution geoid model.
 LY2890
 LY2890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2890
 LY2890.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2890
 LY2890.The ellipsoidal height was determined by GPS observations
 LY2890.and is referenced to NAD 83.
 LY2890
 LY2890.The geoid height was determined by GEOID03.
 LY2890
 LY2890;                    North         East     Units Scale Factor Converg.
 LY2890;SPC NJ       -   265,037.424   143,357.281   MT  0.99990054   -0 03 07.9
 LY2890;SPC NJ       -   869,543.62    470,331.35   sFT  0.99990054   -0 03 07.9
 LY2890;UTM  18      - 4,563,321.889   535,269.622   MT  0.99961531   +0 16 38.2
 LY2890
 LY2890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2890!SPC NJ       -   0.99998402  x   0.99990054  =   0.99988456
 LY2890!UTM  18      -   0.99998402  x   0.99961531  =   0.99959934
 LY2890
 LY2890:                Primary Azimuth Mark                     Grid Az
 LY2890:SPC NJ       -  19 K 1                                   147 51 36.5
 LY2890:UTM  18      -  19 K 1                                   147 31 50.4
 LY2890
 LY2890|---------------------------------------------------------------------|
 LY2890| PID    Reference Object                     Distance      Geod. Az  |
 LY2890|                                                           dddmmss.s |
 LY2890| LY2891 19 K 1                              APPROX. 0.5 KM 1474828.6 |
 LY2890|---------------------------------------------------------------------|
 LY2890
 LY2890                          SUPERSEDED SURVEY CONTROL
 LY2890
 LY2890  ELLIP H (05/14/99)  101.88   (m)                       GP(       ) 4 1
 LY2890  NAD 83(1996)-  41 13 13.84597(N)    074 34 45.21182(W) AD(       ) 1
 LY2890  NAD 83(1986)-  41 13 13.84702(N)    074 34 45.21114(W) AD(       ) 1
 LY2890
 LY2890.Superseded values are not recommended for survey control.
 LY2890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2890.See file dsdata.txt to determine how the superseded data were derived.
 LY2890
 LY2890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3527063322(NAD 83)
 LY2890_MARKER: DD = SURVEY DISK
 LY2890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2890_SP_SET: CONCRETE POST
 LY2890_STAMPING: 19 J 1 1991
 LY2890_MARK LOGO: USFWS 
 LY2890_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LY2890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2890+STABILITY: SURFACE MOTION
 LY2890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2890+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LY2890
 LY2890  HISTORY     - Date     Condition        Report By
 LY2890  HISTORY     - 1991     MONUMENTED       NJGS
 LY2890
 LY2890                          STATION DESCRIPTION
 LY2890
 LY2890'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 LY2890'THE STATION IS LOCATED IN WANTAGE TOWNSHIP ON THE SOUTHEAST SIDE OF
 LY2890'LOWER UNIONVILLE ROAD ON PROPERTY OF MR. ANDREW ROME, 114 LOWER
 LY2890'UNIONVILLE ROAD, WANTAGE, N.J. 07461, PHONE 201 702 7709.  TO REACH
 LY2890'THE STATION FROM THE JUNCTION OF N.J. ROUTE 284 AND LOWER UNIONVILLE
 LY2890'ROAD, SOUTH OF QUARRYVILLE, GO SOUTHWEST ON LOWER UNIONVILLE ROAD FOR
 LY2890'2.1 MI (3.4 KM) TO A STONE AND PARTIALLY PAVED LANE ON THE LEFT
 LY2890'LEADING TO A FARM OWNED BY MR. IKE HAMMING, PHONE 201 875 4478.  TURN
 LY2890'LEFT ONTO THE STONE AND PARTIALLY PAVED LANE AND GO 0.05 MI
 LY2890'(0.08 KM) TO THE STATION ON THE LEFT, SET AT THE EDGE OF A LAWN.  THE
 LY2890'STATION IS A STANDARD FISH AND WILDLIFE SERVICE ALUMINUM DISK
 LY2890'STAMPED, 19 J 1 1991, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LY2890'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2891 ***********************************************************************
 LY2891  DESIGNATION -  19 K 1
 LY2891  PID         -  LY2891
 LY2891  STATE/COUNTY-  NJ/SUSSEX
 LY2891  USGS QUAD   -  HAMBURG (1976)
 LY2891
 LY2891                         *CURRENT SURVEY CONTROL
 LY2891  ___________________________________________________________________
 LY2891* NAD 83(1996)-  41 12 59.32546(N)    074 34 33.10548(W)     ADJUSTED  
 LY2891* NAVD 88     -       123.0    (meters)     404.     (feet)  GPS OBS   
 LY2891  ___________________________________________________________________
 LY2891  X           -   1,277,909.333 (meters)                     COMP
 LY2891  Y           -  -4,631,798.189 (meters)                     COMP
 LY2891  Z           -   4,180,597.289 (meters)                     COMP
 LY2891  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 LY2891  ELLIP HEIGHT-          90.62  (meters)          (10/23/02) GPS OBS
 LY2891  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 LY2891
 LY2891  HORZ ORDER  -  FIRST
 LY2891  ELLP ORDER  -  FOURTH    CLASS I
 LY2891
 LY2891.The horizontal coordinates were established by GPS observations
 LY2891.and adjusted by the National Geodetic Survey in May 1999..
 LY2891
 LY2891.The orthometric height was determined by GPS observations and a
 LY2891.high-resolution geoid model.
 LY2891
 LY2891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2891
 LY2891.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2891
 LY2891.The ellipsoidal height was determined by GPS observations
 LY2891.and is referenced to NAD 83.
 LY2891
 LY2891.The geoid height was determined by GEOID03.
 LY2891
 LY2891;                    North         East     Units Scale Factor Converg.
 LY2891;SPC NJ       -   264,589.260   143,638.848   MT  0.99990050   -0 02 60.0
 LY2891;SPC NJ       -   868,073.26    471,255.12   sFT  0.99990050   -0 02 60.0
 LY2891;UTM  18      - 4,562,875.479   535,553.681   MT  0.99961556   +0 16 46.1
 LY2891
 LY2891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2891!SPC NJ       -   0.99998579  x   0.99990050  =   0.99988629
 LY2891!UTM  18      -   0.99998579  x   0.99961556  =   0.99960135
 LY2891
 LY2891:                Primary Azimuth Mark                     Grid Az
 LY2891:SPC NJ       -  19 J 1                                   327 51 36.6
 LY2891:UTM  18      -  19 J 1                                   327 31 50.5
 LY2891
 LY2891|---------------------------------------------------------------------|
 LY2891| PID    Reference Object                     Distance      Geod. Az  |
 LY2891|                                                           dddmmss.s |
 LY2891| LY2890 19 J 1                              APPROX. 0.5 KM 3274836.6 |
 LY2891|---------------------------------------------------------------------|
 LY2891
 LY2891                          SUPERSEDED SURVEY CONTROL
 LY2891
 LY2891  ELLIP H (05/14/99)   90.63   (m)                       GP(       ) 4 1
 LY2891  NAD 83(1996)-  41 12 59.32525(N)    074 34 33.10568(W) AD(       ) 1
 LY2891  NAD 83(1986)-  41 12 59.32635(N)    074 34 33.10511(W) AD(       ) 1
 LY2891
 LY2891.Superseded values are not recommended for survey control.
 LY2891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2891.See file dsdata.txt to determine how the superseded data were derived.
 LY2891
 LY2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3555462875(NAD 83)
 LY2891_MARKER: DD = SURVEY DISK
 LY2891_SETTING: 66 = SET IN ROCK OUTCROP
 LY2891_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LY2891_STAMPING: 19 K 1 1991
 LY2891_MARK LOGO: USFWS 
 LY2891_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LY2891_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2891+STABILITY: POSITION/ELEVATION WELL
 LY2891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2891+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LY2891
 LY2891  HISTORY     - Date     Condition        Report By
 LY2891  HISTORY     - 1991     MONUMENTED       NJGS
 LY2891
 LY2891                          STATION DESCRIPTION
 LY2891
 LY2891'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 LY2891'THE STATION IS LOCATED IN WANTAGE TOWNSHIP ON A ROCK OUTCROP ADJACENT
 LY2891'TO A CULTIVATED FIELD OF A FARM BELONGING TO MR. IKE HAMMING, PHONE
 LY2891'NUMBER 201 875 4478.  TO REACH THE STATION FROM THE JUNCTION OF N.J.
 LY2891'ROUTE 284 AND LOWER UNIONVILLE ROAD, SOUTH OF QUARRYVILLE, GO
 LY2891'SOUTHWEST ON LOWER UNIONVILLE ROAD FOR 2.1 MI (3.4 KM) TO A STONE AND
 LY2891'PARTIALLY PAVED LANE ON THE LEFT.  TURN LEFT ON THE STONE AND
 LY2891'PARTIALLY PAVED LANE AND GO 0.3 MI, (0.5 KM) PASSING THE FARMHOUSE,
 LY2891'SHED AND SEVERAL GRAIN SILOS ON THE LEFT TO A METAL GATE.  GO THROUGH
 LY2891'THE GATE AND GO 0.1 MI (0.2 KM) ON A DIRT LANE TO A BARBED WIRE AND
 LY2891'WOOD POST GATE.  GO THROUGH THE GATE, STILL ON THE DIRT LANE AND
 LY2891'PASSING OVER A SMALL BROOK, AND GO 0.1 MI (0.2 KM) TO THE CULTIVATED
 LY2891'FIELD ON THE RIGHT AND THE ROCK OUTCROP AND THE STATION ON THE LEFT.
 LY2891'THE STATION IS A STANDARD FISH AND WILDLIFE SERVICE ALUMINUM DISK,
 LY2891'STAMPED 19 K 1 1991, SET IN A DRILL HOLE IN A ROCK OUTCROP ON A HILL
 LY2891'ABOVE THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2892 ***********************************************************************
 LY2892  DESIGNATION -  19 L 1
 LY2892  PID         -  LY2892
 LY2892  STATE/COUNTY-  NJ/SUSSEX
 LY2892  USGS QUAD   -  BRANCHVILLE (1995)
 LY2892
 LY2892                         *CURRENT SURVEY CONTROL
 LY2892  ___________________________________________________________________
 LY2892* NAD 83(1996)-  41 09 45.56228(N)    074 40 30.98258(W)     ADJUSTED  
 LY2892* NAVD 88     -       131.6    (meters)     432.     (feet)  GPS OBS   
 LY2892  ___________________________________________________________________
 LY2892  X           -   1,270,913.136 (meters)                     COMP
 LY2892  Y           -  -4,637,811.131 (meters)                     COMP
 LY2892  Z           -   4,176,104.537 (meters)                     COMP
 LY2892  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 LY2892  ELLIP HEIGHT-          99.07  (meters)          (10/23/02) GPS OBS
 LY2892  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LY2892
 LY2892  HORZ ORDER  -  FIRST
 LY2892  ELLP ORDER  -  FOURTH    CLASS I
 LY2892
 LY2892.The horizontal coordinates were established by GPS observations
 LY2892.and adjusted by the National Geodetic Survey in May 1999..
 LY2892
 LY2892.The orthometric height was determined by GPS observations and a
 LY2892.high-resolution geoid model.
 LY2892
 LY2892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2892
 LY2892.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2892
 LY2892.The ellipsoidal height was determined by GPS observations
 LY2892.and is referenced to NAD 83.
 LY2892
 LY2892.The geoid height was determined by GEOID03.
 LY2892
 LY2892;                    North         East     Units Scale Factor Converg.
 LY2892;SPC NJ       -   258,624.427   135,291.159   MT  0.99990266   -0 06 55.3
 LY2892;SPC NJ       -   848,503.64    443,867.74   sFT  0.99990266   -0 06 55.3
 LY2892;UTM  18      - 4,556,864.511   527,242.814   MT  0.99960913   +0 12 49.5
 LY2892
 LY2892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2892!SPC NJ       -   0.99998446  x   0.99990266  =   0.99988712
 LY2892!UTM  18      -   0.99998446  x   0.99960913  =   0.99959360
 LY2892
 LY2892                          SUPERSEDED SURVEY CONTROL
 LY2892
 LY2892  NAD 83(1996)-  41 09 45.56198(N)    074 40 30.98291(W) AD(       ) 1
 LY2892  NAD 83(1986)-  41 09 45.56267(N)    074 40 30.98205(W) AD(       ) 1
 LY2892
 LY2892.Superseded values are not recommended for survey control.
 LY2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2892.See file dsdata.txt to determine how the superseded data were derived.
 LY2892
 LY2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2724356865(NAD 83)
 LY2892_MARKER: DD = SURVEY DISK
 LY2892_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LY2892_SP_SET: BRIDGE ABUTMENT
 LY2892_STAMPING: 19 L 1 1991
 LY2892_MARK LOGO: NJGS  
 LY2892_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2892+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1993
 LY2892
 LY2892  HISTORY     - Date     Condition        Report By
 LY2892  HISTORY     - 1991     MONUMENTED       NJGS
 LY2892  HISTORY     - 19930914 GOOD             NJGS
 LY2892
 LY2892                          STATION DESCRIPTION
 LY2892
 LY2892'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 LY2892'THE STATION IS LOCATED IN FRANKFORD TOWNSHIP ON THE NORTHWEST SIDE OF
 LY2892'COUNTY ROUTE 565, AT THE TOP OF THE NORTHWEST CORNER ABUTMENT OF A
 LY2892'BRIDGE OVER THE PAPAKATING CREEK IN PELLETOWN.  TO REACH THE STATION
 LY2892'FROM THE JUNCTION OF N.J. ROUTE 15, U.S. 206 AND COUNTY ROAD 565 IN
 LY2892'ROSS CORNER, GO NORTH ON COUNTY ROAD 565 FOR 2.45 MI (3.94 KM) TO THE
 LY2892'BRIDGE AND THE STATION ON THE LEFT.  THE STATION IS 7.6 M (24.9 FT)
 LY2892'NORTHWEST FROM THE CENTER LINE OF COUNTY ROAD 565, 0.5 M (1.6 FT)
 LY2892'NORTHWEST FROM THE CURBLINE OF COUNTY ROAD 565, 5.2 M (17.1 FT)
 LY2892'NORTHEAST OF THE CENTERLINE OF THE CREEK UNDER THE BRIDGE 0.9 M
 LY2892'(3.0 FT) EAST OF THE NORTHEAST CORNER OF THE WEST PARAPET PYLON.  THE
 LY2892'STATION IS A STANDARD NJGS SURVEY DISK, STAMPED 19 L 1 1991, SET IN A
 LY2892'DRILL HOLE IN THE TOP OF THE NORTHEAST CORNER ABUTMENT ABOUT 0.3 M
 LY2892'(1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 LY2892
 LY2892                          STATION RECOVERY (1993)
 LY2892
 LY2892'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 LY2892'THE STATION IS LOCATED IN FRANKFORD TOWNSHIP ON THE NORTHWEST SIDE OF
 LY2892'COUNTY ROAD 565, AT THE TOP OF THE NORTHWEST CORNER ABUTMENT OF A
 LY2892'BRIDGE OVER THE PAPAKATING CREEK IN PELLETOWN.  TO REACH THE STATION
 LY2892'FROM THE JUNCTION OF STATE HIGHWAY 15, U.S. HIGHWAY 206 AND COUNTY
 LY2892'ROAD 565 IN ROSS CORNER, GO NORTH ON COUNTY ROAD 565 FOR 3.75 MI
 LY2892'(6.03 KM) TO THE BRIDGE AND THE STATION ON THE LEFT.  THE STATION IS
 LY2892'7.6 M (24.9 FT) NORTHWEST FROM THE CENTERLINE OF COUNTY ROAD 565, 0.5
 LY2892'M (1.6 FT) NORTHWEST FROM THE CURBLINE OF COUNTY ROAD 565, 5.2 M
 LY2892'(17.1 FT) NORTHEAST FROM THE CENTERLINE OF THE CREEK UNDER THE BRIDGE
 LY2892'AND 0.9 M (3.0 FT) EAST FROM THE NORTHEAST CORNER OF THE WEST PAPAPET
 LY2892'PYLON. THE STATION IS ABOUT 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 LY2892'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2893 ***********************************************************************
 LY2893  DESIGNATION -  19 M 1
 LY2893  PID         -  LY2893
 LY2893  STATE/COUNTY-  NJ/SUSSEX
 LY2893  USGS QUAD   -  PORT JERVIS SOUTH (1983)
 LY2893
 LY2893                         *CURRENT SURVEY CONTROL
 LY2893  ___________________________________________________________________
 LY2893* NAD 83(1996)-  41 16 14.61808(N)    074 37 34.68848(W)     ADJUSTED  
 LY2893* NAVD 88     -       165.80   (meters)     544.0    (feet)  LEVELING  
 LY2893  ___________________________________________________________________
 LY2893  X           -   1,272,786.820 (meters)                     COMP
 LY2893  Y           -  -4,629,122.669 (meters)                     COMP
 LY2893  Z           -   4,185,155.686 (meters)                     COMP
 LY2893  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 LY2893  ELLIP HEIGHT-         133.49  (meters)          (10/23/02) GPS OBS
 LY2893  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LY2893
 LY2893  HORZ ORDER  -  FIRST
 LY2893  VERT ORDER  -  THIRD ?
 LY2893  ELLP ORDER  -  FOURTH    CLASS I
 LY2893
 LY2893.The horizontal coordinates were established by GPS observations
 LY2893.and adjusted by the National Geodetic Survey in May 1999..
 LY2893
 LY2893.The orthometric height was determined by differential leveling.
 LY2893.The vertical network tie was performed by a horz. field party for horz.
 LY2893.obs reductions. Reset procedures were used to establish the elevation.
 LY2893
 LY2893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2893
 LY2893.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2893
 LY2893.The ellipsoidal height was determined by GPS observations
 LY2893.and is referenced to NAD 83.
 LY2893
 LY2893.The geoid height was determined by GEOID03.
 LY2893
 LY2893;                    North         East     Units Scale Factor Converg.
 LY2893;SPC NJ       -   270,618.278   139,418.185   MT  0.99990138   -0 04 59.9
 LY2893;SPC NJ       -   887,853.47    457,407.83   sFT  0.99990138   -0 04 59.9
 LY2893;UTM  18      - 4,568,878.392   531,299.624   MT  0.99961206   +0 14 47.4
 LY2893
 LY2893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2893!SPC NJ       -   0.99997906  x   0.99990138  =   0.99988044
 LY2893!UTM  18      -   0.99997906  x   0.99961206  =   0.99959113
 LY2893
 LY2893                          SUPERSEDED SURVEY CONTROL
 LY2893
 LY2893  ELLIP H (05/14/99)  133.50   (m)                       GP(       ) 4 1
 LY2893  NAD 83(1996)-  41 16 14.61782(N)    074 37 34.68875(W) AD(       ) 1
 LY2893  NAD 83(1986)-  41 16 14.61876(N)    074 37 34.68780(W) AD(       ) 1
 LY2893
 LY2893.Superseded values are not recommended for survey control.
 LY2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2893.See file dsdata.txt to determine how the superseded data were derived.
 LY2893
 LY2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3130068878(NAD 83)
 LY2893_MARKER: DD = SURVEY DISK
 LY2893_SETTING: 66 = SET IN ROCK OUTCROP
 LY2893_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LY2893_STAMPING: 19 M 1 1991
 LY2893_MARK LOGO: NJGS  
 LY2893_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LY2893_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2893+STABILITY: POSITION/ELEVATION WELL
 LY2893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2893+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LY2893
 LY2893  HISTORY     - Date     Condition        Report By
 LY2893  HISTORY     - 1991     MONUMENTED       NJGS
 LY2893
 LY2893                          STATION DESCRIPTION
 LY2893
 LY2893'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 LY2893'THE STATION IS LOCATED IN WANTAGE TOWNSHIP ON THE EAST SIDE OF COUNTY
 LY2893'ROAD 651, UNIONVILLE ROAD, IN A ROCK OUTCROP IN A LAWN ADJACENT TO
 LY2893'SEVERAL GRAIN SILOS.  TO REACH THE STATION FROM THE JUNCTION OF
 LY2893'COUNTY ROAD 651, UNIONVILLE ROAD AND N.J. ROUTE 23, GO NORTH
 LY2893'NORTHEAST FOR 0.75 MI (1.21 KM) TO THE ROCK OUTCROP AND THE STATION
 LY2893'ON THE RIGHT, JUST NORTH OF A CREEK CROSSING UNDER THE ROAD.  THE
 LY2893'STATION IS 10.10 M (33.14 FT) NORTHWEST FROM POLE NO. W132 10A, 19.30
 LY2893'M (63.32 FT) SOUTHEAST FROM THE CENTERLINE OF COUNTY ROAD 651, 19.55
 LY2893'M (64.14 FT) SOUTHWEST FROM POLE NO. W132 10 AND 9.4 M (30.8 FT)
 LY2893'SOUTHWEST FROM THE CENTERLINE OF THE STONE DRIVE LEADING TO THE FARM.
 LY2893'THE STATION IS A STANDARD NJGS SURVEY DISK, STAMPED 19 M (62.3 FT) 1
 LY2893'1991, SET IN A DRILL HOLE IN A ROCK OUTCROP ABOUT 0.1 M (0.3 FT)
 LY2893'ABOVE THE LAWN SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2917 ***********************************************************************
 LY2917  DESIGNATION -  19 N 1
 LY2917  PID         -  LY2917
 LY2917  STATE/COUNTY-  NJ/SUSSEX
 LY2917  USGS QUAD   -  NEWTON EAST (1971)
 LY2917
 LY2917                         *CURRENT SURVEY CONTROL
 LY2917  ___________________________________________________________________
 LY2917* NAD 83(1996)-  41 05 26.32053(N)    074 40 41.92255(W)     ADJUSTED  
 LY2917* NAVD 88     -       191.4    (meters)     628.     (feet)  GPS OBS   
 LY2917  ___________________________________________________________________
 LY2917  X           -   1,272,068.981 (meters)                     COMP
 LY2917  Y           -  -4,642,995.146 (meters)                     COMP
 LY2917  Z           -   4,170,119.654 (meters)                     COMP
 LY2917  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 LY2917  ELLIP HEIGHT-         158.82  (meters)          (10/23/02) GPS OBS
 LY2917  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 LY2917
 LY2917  HORZ ORDER  -  FIRST
 LY2917  ELLP ORDER  -  FOURTH    CLASS I
 LY2917
 LY2917.The horizontal coordinates were established by GPS observations
 LY2917.and adjusted by the National Geodetic Survey in May 1999..
 LY2917
 LY2917.The orthometric height was determined by GPS observations and a
 LY2917.high-resolution geoid model.
 LY2917
 LY2917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2917
 LY2917.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2917
 LY2917.The ellipsoidal height was determined by GPS observations
 LY2917.and is referenced to NAD 83.
 LY2917
 LY2917.The geoid height was determined by GEOID03.
 LY2917
 LY2917;                    North         East     Units Scale Factor Converg.
 LY2917;SPC NJ       -   250,628.394   135,019.769   MT  0.99990276   -0 07 01.9
 LY2917;SPC NJ       -   822,269.99    442,977.36   sFT  0.99990276   -0 07 01.9
 LY2917;UTM  18      - 4,548,869.400   527,017.390   MT  0.99960898   +0 12 41.2
 LY2917
 LY2917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2917!SPC NJ       -   0.99997509  x   0.99990276  =   0.99987785
 LY2917!UTM  18      -   0.99997509  x   0.99960898  =   0.99958408
 LY2917
 LY2917                          SUPERSEDED SURVEY CONTROL
 LY2917
 LY2917  ELLIP H (05/14/99)  158.83   (m)                       GP(       ) 4 1
 LY2917  NAD 83(1996)-  41 05 26.32023(N)    074 40 41.92289(W) AD(       ) 1
 LY2917  NAD 83(1986)-  41 05 26.32036(N)    074 40 41.92269(W) AD(       ) 1
 LY2917
 LY2917.Superseded values are not recommended for survey control.
 LY2917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2917.See file dsdata.txt to determine how the superseded data were derived.
 LY2917
 LY2917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2701748869(NAD 83)
 LY2917_MARKER: DD = SURVEY DISK
 LY2917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2917_SP_SET: CONCRETE POST
 LY2917_STAMPING: 19 N 1 1992
 LY2917_MARK LOGO: NJGS  
 LY2917_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2917+STABILITY: SURFACE MOTION
 LY2917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2917+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 LY2917
 LY2917  HISTORY     - Date     Condition        Report By
 LY2917  HISTORY     - 1992     MONUMENTED       NJGS
 LY2917  HISTORY     - 19930914 GOOD             NJGS
 LY2917  HISTORY     - 20031219 GOOD             INDIV
 LY2917  HISTORY     - 20060918 GOOD             AASCO
 LY2917
 LY2917                          STATION DESCRIPTION
 LY2917
 LY2917'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 LY2917'THE STATION IS LOCATED IN LAFAYETTE TOWNSHIP ON THE PROPERTY OF THE
 LY2917'NEW JERSEY DEPARTMENT OF TRANSPORTATION, LAFAYETTE MAINTENANCE YARD.
 LY2917'TO REACH THE STATION FROM THE TEE INTERSECTION OF U.S HIGHWAY 206 AND
 LY2917'STATE HIGHWAY 94 NORTH IN THE TOWN OF NEWTON, GO NORTH ON STATE
 LY2917'HIGHWAY 94 NORTH FOR 2.85 MI (4.59 KM) TO THE TEE INTERSECTION WITH
 LY2917'STATE HIGHWAY 15 SOUTH.  TURN RIGHT AND CONTINUE ON STATE HIGHWAY 94
 LY2917'NORTH AND STATE HIGHWAY 15 SOUTH FOR 0.3 MI (0.5 KM) TO THE TRAFFIC
 LY2917'LIGHT FOR STATE HIGHWAY 94 NORTH.  TURN LEFT AND GO 0.1 MI (0.2 KM)
 LY2917'TO THE DRIVEWAY FOR THE MAINTENANCE YARD AND THE STATION ON THE LEFT.
 LY2917'THE STATION IS 34.2 FT (10.4 M) SOUTHWEST FROM THE CENTERLINE OF THE
 LY2917'DRIVEWAY LEADING INTO THE MAINTENANCE YARD, 92.7 FT (28.3 M)
 LY2917'NORTHWEST FROM THE CENTERLINE OF STATE HIGHWAY 94, 51.1 FT (15.6 M)
 LY2917'EAST FROM THE SOUTH CORNER OF A 6 FT (1.8 M) HIGH CHAIN LINK FENCE
 LY2917'WITH BARBED WIRE SURROUNDING THE MAINTENANCE YARD, 105.5 FT (32.2 M)
 LY2917'SOUTH FROM THE SOUTHEAST CORNER OF A 2 STORY CINDER BLOCK GARAGE, 53.0
 LY2917'FT (16.2 M) SOUTH FROM THE SOUTHWEST GATE POST OF THE MAINTENANCE
 LY2917'YARD AND 15.8 FT (4.8 M) SOUTHWEST FROM A 5 MPH SPEED LIMIT SIGN.
 LY2917
 LY2917                          STATION RECOVERY (2003)
 LY2917
 LY2917'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LUD)
 LY2917'PAVED ENTRANCE TO NJDOT YARD, 15.8 FEET SOUTHWEST FROM A NO U-TURN
 LY2917'SIGN
 LY2917
 LY2917                          STATION RECOVERY (2006)
 LY2917
 LY2917'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 LY2917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2918 ***********************************************************************
 LY2918  DESIGNATION -  19 P 1
 LY2918  PID         -  LY2918
 LY2918  STATE/COUNTY-  NJ/SUSSEX
 LY2918  USGS QUAD   -  NEWTON EAST (1971)
 LY2918
 LY2918                         *CURRENT SURVEY CONTROL
 LY2918  ___________________________________________________________________
 LY2918* NAD 83(1996)-  41 05 45.09821(N)    074 41 12.41658(W)     ADJUSTED  
 LY2918* NAVD 88     -       175.8    (meters)     577.     (feet)  GPS OBS   
 LY2918  ___________________________________________________________________
 LY2918  X           -   1,271,278.886 (meters)                     COMP
 LY2918  Y           -  -4,642,804.566 (meters)                     COMP
 LY2918  Z           -   4,170,545.958 (meters)                     COMP
 LY2918  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 LY2918  ELLIP HEIGHT-         143.20  (meters)          (10/23/02) GPS OBS
 LY2918  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 LY2918
 LY2918  HORZ ORDER  -  FIRST
 LY2918  ELLP ORDER  -  FOURTH    CLASS I
 LY2918
 LY2918.The horizontal coordinates were established by GPS observations
 LY2918.and adjusted by the National Geodetic Survey in May 1999..
 LY2918
 LY2918.The orthometric height was determined by GPS observations and a
 LY2918.high-resolution geoid model.
 LY2918
 LY2918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2918
 LY2918.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2918
 LY2918.The ellipsoidal height was determined by GPS observations
 LY2918.and is referenced to NAD 83.
 LY2918
 LY2918.The geoid height was determined by GEOID03.
 LY2918
 LY2918;                    North         East     Units Scale Factor Converg.
 LY2918;SPC NJ       -   251,209.096   134,309.385   MT  0.99990303   -0 07 22.0
 LY2918;SPC NJ       -   824,175.18    440,646.71   sFT  0.99990303   -0 07 22.0
 LY2918;UTM  18      - 4,549,445.848   526,303.897   MT  0.99960852   +0 12 21.2
 LY2918
 LY2918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2918!SPC NJ       -   0.99997754  x   0.99990303  =   0.99988057
 LY2918!UTM  18      -   0.99997754  x   0.99960852  =   0.99958607
 LY2918
 LY2918                          SUPERSEDED SURVEY CONTROL
 LY2918
 LY2918  ELLIP H (05/14/99)  143.21   (m)                       GP(       ) 4 1
 LY2918  NAD 83(1996)-  41 05 45.09790(N)    074 41 12.41693(W) AD(       ) 1
 LY2918  NAD 83(1986)-  41 05 45.09806(N)    074 41 12.41662(W) AD(       ) 1
 LY2918
 LY2918.Superseded values are not recommended for survey control.
 LY2918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2918.See file dsdata.txt to determine how the superseded data were derived.
 LY2918
 LY2918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2630449446(NAD 83)
 LY2918_MARKER: DD = SURVEY DISK
 LY2918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2918_SP_SET: CONCRETE POST
 LY2918_STAMPING: 19 P 1 1992
 LY2918_MARK LOGO: NJGS  
 LY2918_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2918+STABILITY: SURFACE MOTION
 LY2918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2918+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2006
 LY2918
 LY2918  HISTORY     - Date     Condition        Report By
 LY2918  HISTORY     - 1992     MONUMENTED       NJGS
 LY2918  HISTORY     - 19930914 GOOD             NJGS
 LY2918  HISTORY     - 20060306 GOOD             AASCO
 LY2918
 LY2918                          STATION DESCRIPTION
 LY2918
 LY2918'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 LY2918'THE STATION IS LOCATED IN LAFAYETTE TOWNSHIP ON THE WEST SIDE OF STATE
 LY2918'HIGHWAY 15 NEAR A FACTORY OUTLET SHOPPING CENTER KNOWN AS LAFAYETTE
 LY2918'VILLAGE.  TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 LY2918'206 AND STATE HIGHWAY 15 AT ROSS CORNER, GO SOUTH ON STATE HIGHWAY 15
 LY2918'FOR 2.4 MI (3.9 KM) TO THE STATION ON THE RIGHT, JUST BEFORE THE
 LY2918'ENTRANCE DRIVE LEADING INTO THE SHOPPING CENTER.  THE STATION IS 31.0
 LY2918'FT (9.4 M) WEST SOUTHWEST FROM THE CENTER OF STATE HIGHWAY 15, 5.6 FT
 LY2918'(1.7 M) WEST SOUTHWEST FROM THE CURBLINE OF STATE HIGHWAY 15, 154.0
 LY2918'FT (46.9 M) NORTH NORTHWEST FROM THE CENTERLINE OF THE ENTRANCE DRIVE
 LY2918'INTO THE SHOPPING CENTER, 105.7 FT (32.2 M) NORTH NORTHEAST FROM THE
 LY2918'NORTHERLY FLAGPOLE OF TWO FLAGPOLES AMD 138.4 FT (42.2 M) SOUTH FROM
 LY2918'GUY POLE NUMBER LT 575.
 LY2918
 LY2918                          STATION RECOVERY (2006)
 LY2918
 LY2918'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (JAL)
 LY2918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0071 ***********************************************************************
 KV0071  DESIGNATION -  19 PRR
 KV0071  PID         -  KV0071
 KV0071  STATE/COUNTY-  NJ/UNION
 KV0071  USGS QUAD   -  ELIZABETH (1995)
 KV0071
 KV0071                         *CURRENT SURVEY CONTROL
 KV0071  ___________________________________________________________________
 KV0071* NAD 83(1986)-  40 40 02.     (N)    074 13 03.     (W)     SCALED    
 KV0071* NAVD 88     -        14.115  (meters)      46.31   (feet)  ADJUSTED  
 KV0071  ___________________________________________________________________
 KV0071  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV0071  DYNAMIC HT  -          14.109 (meters)      46.29  (feet)  COMP
 KV0071  MODELED GRAV-     980,217.5   (mgal)                       NAVD 88
 KV0071
 KV0071  VERT ORDER  -  FIRST     CLASS I
 KV0071
 KV0071.The horizontal coordinates were scaled from a topographic map and have
 KV0071.an estimated accuracy of +/- 6 seconds.
 KV0071
 KV0071.The orthometric height was determined by differential leveling
 KV0071.and adjusted by the National Geodetic Survey in June 1991..
 KV0071
 KV0071.The geoid height was determined by GEOID03.
 KV0071
 KV0071.The dynamic height is computed by dividing the NAVD 88
 KV0071.geopotential number by the normal gravity value computed on the
 KV0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0071.degrees latitude (g = 980.6199 gals.).
 KV0071
 KV0071.The modeled gravity was interpolated from observed gravity values.
 KV0071
 KV0071;                    North         East    Units  Estimated Accuracy
 KV0071;SPC NJ       -   203,630.      173,890.      MT  (+/- 180 meters Scaled)
 KV0071
 KV0071                          SUPERSEDED SURVEY CONTROL
 KV0071
 KV0071  NGVD 29 (04/16/92)   14.448  (m)           47.40   (f) ADJUSTED    1 1
 KV0071
 KV0071.Superseded values are not recommended for survey control.
 KV0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0071.See file dsdata.txt to determine how the superseded data were derived.
 KV0071
 KV0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL661021(NAD 83)
 KV0071_MARKER: B = BOLT
 KV0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0071_SP_SET: BRIDGE
 KV0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0071
 KV0071  HISTORY     - Date     Condition        Report By
 KV0071  HISTORY     - 1933     MONUMENTED       PRR
 KV0071  HISTORY     - 1965     GOOD             CGS
 KV0071  HISTORY     - 1976     GOOD             NGS
 KV0071  HISTORY     - 20010419 GOOD             USPSQD
 KV0071
 KV0071                          STATION DESCRIPTION
 KV0071
 KV0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0071'AT ELIZABETH.
 KV0071'AT ELIZABETH, NEAR THE INTERSECTION OF NORTH BROAD AND EAST BROAD
 KV0071'STREETS, IN THE TOP OF THE NORTH CORNER OF THE PENNSYLVANIA
 KV0071'RAILROAD BRIDGE OVER THE CENTRAL RAILROAD OF NEW JERSEY, SET IN
 KV0071'THE TOP AT THE SOUTHWEST END OF THE NORTHWEST WING WALL OF THE
 KV0071'BRIDGE, 4.0 FEET NORTHWEST OF THE NORTHWEST RAIL, 2.4 FEET
 KV0071'NORTHEAST OF THE NORTHEAST END OF THE STEEL FRAME WORK OF THE
 KV0071'BRIDGE AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 KV0071
 KV0071                          STATION RECOVERY (1976)
 KV0071
 KV0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KV0071'RECOVERED IN GOOD CONDITION.
 KV0071
 KV0071                          STATION RECOVERY (2001)
 KV0071
 KV0071'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2919 ***********************************************************************
 LY2919  DESIGNATION -  19 Q 1
 LY2919  PID         -  LY2919
 LY2919  STATE/COUNTY-  NJ/SUSSEX
 LY2919  USGS QUAD   -  NEWTON EAST (1971)
 LY2919
 LY2919                         *CURRENT SURVEY CONTROL
 LY2919  ___________________________________________________________________
 LY2919* NAD 83(1996)-  41 06 02.19558(N)    074 41 31.02029(W)     ADJUSTED  
 LY2919* NAVD 88     -       161.7    (meters)     531.     (feet)  GPS OBS   
 LY2919  ___________________________________________________________________
 LY2919  X           -   1,270,765.777 (meters)                     COMP
 LY2919  Y           -  -4,642,574.500 (meters)                     COMP
 LY2919  Z           -   4,170,934.124 (meters)                     COMP
 LY2919  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 LY2919  ELLIP HEIGHT-         129.04  (meters)          (10/23/02) GPS OBS
 LY2919  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 LY2919
 LY2919  HORZ ORDER  -  FIRST
 LY2919  ELLP ORDER  -  FOURTH    CLASS I
 LY2919
 LY2919.The horizontal coordinates were established by GPS observations
 LY2919.and adjusted by the National Geodetic Survey in May 1999..
 LY2919
 LY2919.The orthometric height was determined by GPS observations and a
 LY2919.high-resolution geoid model.
 LY2919
 LY2919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2919
 LY2919.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2919
 LY2919.The ellipsoidal height was determined by GPS observations
 LY2919.and is referenced to NAD 83.
 LY2919
 LY2919.The geoid height was determined by GEOID03.
 LY2919
 LY2919;                    North         East     Units Scale Factor Converg.
 LY2919;SPC NJ       -   251,737.421   133,876.435   MT  0.99990320   -0 07 34.3
 LY2919;SPC NJ       -   825,908.52    439,226.27   sFT  0.99990320   -0 07 34.3
 LY2919;UTM  18      - 4,549,971.525   525,868.052   MT  0.99960824   +0 12 09.0
 LY2919
 LY2919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2919!SPC NJ       -   0.99997976  x   0.99990320  =   0.99988296
 LY2919!UTM  18      -   0.99997976  x   0.99960824  =   0.99958801
 LY2919
 LY2919                          SUPERSEDED SURVEY CONTROL
 LY2919
 LY2919  ELLIP H (05/14/99)  129.05   (m)                       GP(       ) 4 1
 LY2919  NAD 83(1996)-  41 06 02.19526(N)    074 41 31.02063(W) AD(       ) 1
 LY2919  NAD 83(1986)-  41 06 02.19549(N)    074 41 31.02021(W) AD(       ) 1
 LY2919
 LY2919.Superseded values are not recommended for survey control.
 LY2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2919.See file dsdata.txt to determine how the superseded data were derived.
 LY2919
 LY2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2586849972(NAD 83)
 LY2919_MARKER: DD = SURVEY DISK
 LY2919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2919_SP_SET: CONCRETE POST
 LY2919_STAMPING: 19 Q 1 1992
 LY2919_MARK LOGO: NJGS  
 LY2919_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2919+STABILITY: SURFACE MOTION
 LY2919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2919+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 LY2919
 LY2919  HISTORY     - Date     Condition        Report By
 LY2919  HISTORY     - 1992     MONUMENTED       NJGS
 LY2919  HISTORY     - 19930914 GOOD             NJGS
 LY2919  HISTORY     - 20031219 GOOD             INDIV
 LY2919  HISTORY     - 20060918 GOOD             AASCO
 LY2919
 LY2919                          STATION DESCRIPTION
 LY2919
 LY2919'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 LY2919'THE STATION IS LOCATED IN LAFAYETTE TOWNSHIP ON THE EAST SIDE OF STATE
 LY2919'HIGHWAY 15, JUST SOUTH OF THE LAFAYETTE TOWNSHIP FIRE DEPARTMENT AND
 LY2919'ACROSS THE HIGHWAY FROM THE LAFAYETTE TOWNSHIP PUBLIC PARK. TO REACH
 LY2919'THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 206 AND STATE
 LY2919'HIGHWAY 15 AT ROSS CORNER, GO SOUTH ON STATE HIGHWAY 15 FOR 1.9 MI
 LY2919'(3.1 KM) TO THE FIRE HOUSE ON THE LEFT AND THE STATION ON THE LEFT,
 LY2919'JUST PAST THE FIRE HOUSE.  THE STATION IS 85.9 FT (26.2 M) NORTHEAST
 LY2919'FROM THE CENTERLINE OF STATE HIGHWAY 15, 106.0 FT (32.3 M) SOUTHEAST
 LY2919'FROM THE EAST CORNER OF A STONE AND MASONRY SIGN AND PLANTER, 160.5
 LY2919'FT (48.9 M) SOUTH SOUTHEAST FROM THE SOUTH CORNER OF THE FIREHOUSE, A
 LY2919'ONE AND ONE HALF STORY BRICK AND CINDER BLOCK STRUCTURE, 180.0 FT
 LY2919'(54.9 M) SOUTH FROM THE EAST CORNER OF THE FIREHOUSE AND 160.1 FT
 LY2919'(48.8 M) SOUTH SOUTHWEST FROM POLE NUMBER LT 482 7000L, LOCATED NEAR
 LY2919'THE REAR OF THE FIRE HOUSE IN RANGE WITH THE FIREHOUSE.
 LY2919
 LY2919                          STATION RECOVERY (2003)
 LY2919
 LY2919'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LUD)
 LY2919'DISK SET ON THE EAST SIDE OF ROUTE 15, SOUTH OF LAFAYETTE TWP. FIRE
 LY2919'DEPT. BROCK BUILDING AND 160.1 FEET SOUTHWEST FROM UTILITY POLE NUMBER
 LY2919'LT 482 7000 L
 LY2919
 LY2919                          STATION RECOVERY (2006)
 LY2919
 LY2919'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 LY2919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2920 ***********************************************************************
 LY2920  FBN         -  This is a Federal Base Network Control Station.
 LY2920  DESIGNATION -  19 R 1
 LY2920  PID         -  LY2920
 LY2920  STATE/COUNTY-  NJ/SUSSEX
 LY2920  USGS QUAD   -  NEWTON EAST (1971)
 LY2920
 LY2920                         *CURRENT SURVEY CONTROL
 LY2920  ___________________________________________________________________
 LY2920* NAD 83(1996)-  41 02 35.79535(N)    074 37 59.60887(W)     ADJUSTED  
 LY2920* NAVD 88     -       214.384  (meters)     703.36   (feet)  ADJUSTED  
 LY2920  ___________________________________________________________________
 LY2920  X           -   1,276,642.639 (meters)                     COMP
 LY2920  Y           -  -4,645,341.738 (meters)                     COMP
 LY2920  Z           -   4,166,168.530 (meters)                     COMP
 LY2920  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 LY2920  ELLIP HEIGHT-         181.77  (meters)          (09/24/01) GPS OBS
 LY2920  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 LY2920  DYNAMIC HT  -         214.287 (meters)     703.04  (feet)  COMP
 LY2920  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 LY2920
 LY2920  HORZ ORDER  -  B
 LY2920  VERT ORDER  -  SECOND    CLASS II
 LY2920  ELLP ORDER  -  FOURTH    CLASS I
 LY2920
 LY2920.The horizontal coordinates were established by GPS observations
 LY2920.and adjusted by the National Geodetic Survey in August 1998..
 LY2920
 LY2920.The orthometric height was determined by differential leveling
 LY2920.and adjusted by the National Geodetic Survey in September 1996..
 LY2920
 LY2920.Photographs are available for this station.
 LY2920
 LY2920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2920
 LY2920.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2920
 LY2920.The ellipsoidal height was determined by GPS observations
 LY2920.and is referenced to NAD 83.
 LY2920
 LY2920.The geoid height was determined by GEOID03.
 LY2920
 LY2920.The dynamic height is computed by dividing the NAVD 88
 LY2920.geopotential number by the normal gravity value computed on the
 LY2920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2920.degrees latitude (g = 980.6199 gals.).
 LY2920
 LY2920.The modeled gravity was interpolated from observed gravity values.
 LY2920
 LY2920;                    North         East     Units Scale Factor Converg.
 LY2920;SPC NJ       -   245,361.675   138,799.570   MT  0.99990154   -0 05 14.9
 LY2920;SPC NJ       -   804,990.76    455,378.26   sFT  0.99990154   -0 05 14.9
 LY2920;UTM  18      - 4,543,625.968   530,826.210   MT  0.99961170   +0 14 27.0
 LY2920
 LY2920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2920!SPC NJ       -   0.99997149  x   0.99990154  =   0.99987303
 LY2920!UTM  18      -   0.99997149  x   0.99961170  =   0.99958320
 LY2920
 LY2920                          SUPERSEDED SURVEY CONTROL
 LY2920
 LY2920  ELLIP H (08/14/98)  181.78   (m)                       GP(       ) 3 2
 LY2920  NAD 83(1986)-  41 02 35.79512(N)    074 37 59.60943(W) AD(       ) 1
 LY2920  NAVD 88 (08/14/98)  214.38   (m)          703.3    (f) LEVELING    3  
 LY2920
 LY2920.Superseded values are not recommended for survey control.
 LY2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2920.See file dsdata.txt to determine how the superseded data were derived.
 LY2920
 LY2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3082643626(NAD 83)
 LY2920_MARKER: DD = SURVEY DISK
 LY2920_SETTING: 66 = SET IN ROCK OUTCROP
 LY2920_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LY2920_STAMPING: 19 R 1 1992
 LY2920_MARK LOGO: NJGS  
 LY2920_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2920+STABILITY: POSITION/ELEVATION WELL
 LY2920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2920+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 LY2920
 LY2920  HISTORY     - Date     Condition        Report By
 LY2920  HISTORY     - 1992     MONUMENTED       NJGS
 LY2920  HISTORY     - 19930914 GOOD             NJGS
 LY2920  HISTORY     - 19960312 GOOD             NJGS
 LY2920  HISTORY     - 19961121 GOOD             NJGS
 LY2920  HISTORY     - 20000711 GOOD             NGS
 LY2920  HISTORY     - 20010220 GOOD             INDIV
 LY2920  HISTORY     - 20010501 GOOD             NGS
 LY2920  HISTORY     - 20010725 GOOD             NGS
 LY2920  HISTORY     - 20031219 GOOD             INDIV
 LY2920  HISTORY     - 20050411 GOOD             NJGS
 LY2920  HISTORY     - 20060919 GOOD             AASCO
 LY2920
 LY2920                          STATION DESCRIPTION
 LY2920
 LY2920'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 LY2920'THE STATION IS LOCATED IN THE BOROUGH OF SPARTA.  TO REACH THE STATION
 LY2920'FROM THE INTERSECTION OF STATE HIGHWAY 15 NORTH AND COUNTY ROAD 517,
 LY2920'TAKE THE EXIT FOR COUNTY ROAD 517.  TURN LEFT AT THE END OF THE RAMP
 LY2920'AT THE TRAFFIC LIGHT AND GO 0.2 MI (0.3 KM) WEST ON COUNTY ROAD 517
 LY2920'TO THE STATION ON THE LEFT, SET IN A ROCK OUTCROP, JUST BEFORE A
 LY2920'TRAFFIC LIGHT AT A CROSSROADS INTERSECTION.  THE STATION IS 25.8 M
 LY2920'(84.6 FT) EAST FROM THE EASTERN MOST TRAFFIC LIGHT ON THE SOUTHEAST
 LY2920'CORNER OF THE INTERSECTION, 18.0 M (59.1 FT) WEST FROM A  ROADWAY
 LY2920'ENDS 1000 FEET (304.8 M)  SIGN, 17.1 M (56.1 FT) SOUTH FROM THE
 LY2920'CENTERLINE OF THE ROAD, 11.5 M (37.7 FT) EAST FROM AN ELECTRIC
 LY2920'UTILITY BOX, 7.8 M (25.6 FT) SOUTHWEST FROM AN ELECTRIC UTILITY BOX
 LY2920'AND 8.6 M (28.2 FT) SOUTHEAST FROM THE END OF CURB ON THE SOUTH SIDE
 LY2920'OF THE ROAD.  THE STATION IS ABOUT 3.0 M (9.8 FT) ABOVE THE LEVEL OF
 LY2920'THE ROAD.
 LY2920
 LY2920                          STATION RECOVERY (1996)
 LY2920
 LY2920'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 LY2920'RECOVERED AS DESCRIBED.
 LY2920
 LY2920                          STATION RECOVERY (1996)
 LY2920
 LY2920'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 LY2920'RECOVERED AS DESCRIBED.
 LY2920
 LY2920                          STATION RECOVERY (2000)
 LY2920
 LY2920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 LY2920'RECOVERED AS DESCRIBED.
 LY2920' 
 LY2920'
 LY2920
 LY2920                          STATION RECOVERY (2001)
 LY2920
 LY2920'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JS)
 LY2920'RECOVERED IN GOOD CONDITION.
 LY2920
 LY2920                          STATION RECOVERY (2001)
 LY2920
 LY2920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 LY2920'RECOVERED AS DESCRIBED.
 LY2920'
 LY2920
 LY2920                          STATION RECOVERY (2001)
 LY2920
 LY2920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RJK)
 LY2920'RECOVERED AS DESCRIBED.
 LY2920'
 LY2920
 LY2920                          STATION RECOVERY (2003)
 LY2920
 LY2920'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LJM)
 LY2920'DISK SET IN ROCK OUTCROP ON THE SOUTH SIDE OF ROUTE 15, 0.2 MILES WEST
 LY2920'OF THE RT. 15 SPARTA RAMP.
 LY2920
 LY2920                          STATION RECOVERY (2005)
 LY2920
 LY2920'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2005 (ECB)
 LY2920'RECOVERED AS DESCRIBED.
 LY2920
 LY2920                          STATION RECOVERY (2006)
 LY2920
 LY2920'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 LY2920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2921 ***********************************************************************
 LY2921  DESIGNATION -  19 S 1
 LY2921  PID         -  LY2921
 LY2921  STATE/COUNTY-  NJ/SUSSEX
 LY2921  USGS QUAD   -  NEWTON WEST (1994)
 LY2921
 LY2921                         *CURRENT SURVEY CONTROL
 LY2921  ___________________________________________________________________
 LY2921* NAD 83(1996)-  41 02 37.20950(N)    074 50 49.92460(W)     ADJUSTED  
 LY2921* NAVD 88     -       144.4    (meters)     474.     (feet)  GPS OBS   
 LY2921  ___________________________________________________________________
 LY2921  X           -   1,259,263.974 (meters)                     COMP
 LY2921  Y           -  -4,649,998.322 (meters)                     COMP
 LY2921  Z           -   4,166,155.337 (meters)                     COMP
 LY2921  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 LY2921  ELLIP HEIGHT-         111.57  (meters)          (10/23/02) GPS OBS
 LY2921  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 LY2921
 LY2921  HORZ ORDER  -  FIRST
 LY2921  ELLP ORDER  -  FOURTH    CLASS I
 LY2921
 LY2921.The horizontal coordinates were established by GPS observations
 LY2921.and adjusted by the National Geodetic Survey in May 1999..
 LY2921
 LY2921.The orthometric height was determined by GPS observations and a
 LY2921.high-resolution geoid model.
 LY2921
 LY2921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2921
 LY2921.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2921
 LY2921.The ellipsoidal height was determined by GPS observations
 LY2921.and is referenced to NAD 83.
 LY2921
 LY2921.The geoid height was determined by GEOID03.
 LY2921
 LY2921;                    North         East     Units Scale Factor Converg.
 LY2921;SPC NJ       -   245,454.819   120,810.339   MT  0.99991048   -0 13 40.7
 LY2921;SPC NJ       -   805,296.35    396,358.59   sFT  0.99991048   -0 13 40.7
 LY2921;UTM  18      - 4,543,616.032   512,842.123   MT  0.99960203   +0 06 01.2
 LY2921
 LY2921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2921!SPC NJ       -   0.99998250  x   0.99991048  =   0.99989298
 LY2921!UTM  18      -   0.99998250  x   0.99960203  =   0.99958454
 LY2921
 LY2921                          SUPERSEDED SURVEY CONTROL
 LY2921
 LY2921  NAD 83(1996)-  41 02 37.20894(N)    074 50 49.92527(W) AD(       ) 1
 LY2921  NAD 83(1986)-  41 02 37.20900(N)    074 50 49.92512(W) AD(       ) 1
 LY2921
 LY2921.Superseded values are not recommended for survey control.
 LY2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2921.See file dsdata.txt to determine how the superseded data were derived.
 LY2921
 LY2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1284243616(NAD 83)
 LY2921_MARKER: DD = SURVEY DISK
 LY2921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2921_SP_SET: CONCRETE POST
 LY2921_STAMPING: 19 S 1 1993
 LY2921_MARK LOGO: NJGS  
 LY2921_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2921+STABILITY: SURFACE MOTION
 LY2921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2921+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2002
 LY2921
 LY2921  HISTORY     - Date     Condition        Report By
 LY2921  HISTORY     - 1993     MONUMENTED       NJGS
 LY2921  HISTORY     - 20020628 GOOD             AASCO
 LY2921
 LY2921                          STATION DESCRIPTION
 LY2921
 LY2921'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 LY2921'THE STATION IS LOCATED IN STILLWATER TOWNSHIP, SET FLUSH WITH THE
 LY2921'GROUND IN A TRIANGULAR SHAPED LANDSCAPED AREA FORMED BY THE JUNCTION
 LY2921'OF COUNTY ROADS 619 AND 610.  THE STATION IS ALSO DIRECTLY ACROSS
 LY2921'COUNTY ROAD 610 FROM THE STILLWATER TOWNSHIP MUNICIPAL GARAGE.  TO
 LY2921'REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 94 AND
 LY2921'STILLWATER ROAD, COUNTY ROAD 610, AT THE FREDON SCHOOL, GO WEST
 LY2921'NORTHWEST ON COUNTY ROAD 610 FOR 2.0 MI (3.2 KM) TO THE STATION
 LY2921'AHEAD.  THE STATION IS 28.8 M (94.5 FT) SOUTH FROM POLE NUMBER NJ
 LY2921'1824 5W IN FRONT OF THE STILLWATER GARAGE, 19.7 M (64.6 FT) WEST FROM
 LY2921'POLE NUMBER 27, 11.8 M (38.7 FT) SOUTH FROM THE SOUTH EDGE OF PAVING
 LY2921'OF COUNTY ROAD 619, 16.5 M (54.1 FT) SOUTH FROM THE CENTERLINE OF
 LY2921'COUNTY ROAD 619, 22.7 M (74.5 FT) NORTH NORTHEAST FROM A POLE WITH NO
 LY2921'NUMBER, 22.8 M (74.8 FT) NORTH NORTWEST FROM POLE NUMBER 26 WITH
 LY2921'ELECTRIC BOX ATTACHED AND 15.5 M (50.9 FT) SOUTH SOUTHWEST FROM AN
 LY2921'INLET IN THE LANDSCAPED GRASS AREA.
 LY2921
 LY2921                          STATION RECOVERY (2002)
 LY2921
 LY2921'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (GLB)
 LY2921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2922 ***********************************************************************
 LY2922  DESIGNATION -  19 T 1
 LY2922  PID         -  LY2922
 LY2922  STATE/COUNTY-  NJ/SUSSEX
 LY2922  USGS QUAD   -  NEWTON WEST (1994)
 LY2922
 LY2922                         *CURRENT SURVEY CONTROL
 LY2922  ___________________________________________________________________
 LY2922* NAD 83(1996)-  41 01 36.46905(N)    074 45 24.72517(W)     ADJUSTED  
 LY2922* NAVD 88     -       183.9    (meters)     603.     (feet)  GPS OBS   
 LY2922  ___________________________________________________________________
 LY2922  X           -   1,266,924.930 (meters)                     COMP
 LY2922  Y           -  -4,649,222.885 (meters)                     COMP
 LY2922  Z           -   4,164,767.911 (meters)                     COMP
 LY2922  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 LY2922  ELLIP HEIGHT-         151.15  (meters)          (10/23/02) GPS OBS
 LY2922  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 LY2922
 LY2922  HORZ ORDER  -  FIRST
 LY2922  ELLP ORDER  -  FOURTH    CLASS I
 LY2922
 LY2922.The horizontal coordinates were established by GPS observations
 LY2922.and adjusted by the National Geodetic Survey in May 1999..
 LY2922
 LY2922.The orthometric height was determined by GPS observations and a
 LY2922.high-resolution geoid model.
 LY2922
 LY2922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2922
 LY2922.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2922
 LY2922.The ellipsoidal height was determined by GPS observations
 LY2922.and is referenced to NAD 83.
 LY2922
 LY2922.The geoid height was determined by GEOID03.
 LY2922
 LY2922;                    North         East     Units Scale Factor Converg.
 LY2922;SPC NJ       -   243,554.964   128,399.260   MT  0.99990574   -0 10 07.0
 LY2922;SPC NJ       -   799,063.24    421,256.57   sFT  0.99990574   -0 10 07.0
 LY2922;UTM  18      - 4,541,760.252   520,439.490   MT  0.99960514   +0 09 34.5
 LY2922
 LY2922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2922!SPC NJ       -   0.99997629  x   0.99990574  =   0.99988203
 LY2922!UTM  18      -   0.99997629  x   0.99960514  =   0.99958144
 LY2922
 LY2922                          SUPERSEDED SURVEY CONTROL
 LY2922
 LY2922  NAD 83(1996)-  41 01 36.46862(N)    074 45 24.72570(W) AD(       ) 1
 LY2922  NAD 83(1986)-  41 01 36.46871(N)    074 45 24.72554(W) AD(       ) 1
 LY2922
 LY2922.Superseded values are not recommended for survey control.
 LY2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2922.See file dsdata.txt to determine how the superseded data were derived.
 LY2922
 LY2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2043941760(NAD 83)
 LY2922_MARKER: DD = SURVEY DISK
 LY2922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2922_SP_SET: CONCRETE POST
 LY2922_STAMPING: 19 T 1 1993
 LY2922_MARK LOGO: NJGS  
 LY2922_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2922+STABILITY: SURFACE MOTION
 LY2922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2922+SATELLITE: SATELLITE OBSERVATIONS - 1993
 LY2922
 LY2922  HISTORY     - Date     Condition        Report By
 LY2922  HISTORY     - 1993     MONUMENTED       NJGS
 LY2922
 LY2922                          STATION DESCRIPTION
 LY2922
 LY2922'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 LY2922'THE STATION IS LOCATED IN ANDOVER TOWNSHIP WITHIN THE BOUNDARY OF THE
 LY2922'NEWTON AIRPORT, P.O. BOX 206, NEWTON, NEW JERSEY 07860.  PERMISSION
 LY2922'TO OCCUPY THE STATION SHOULD BE OBTAINED FROM MRS. STELLA JUMP,
 LY2922'OWNER, PHONE  201 383 3549.  THE AIRPORT IS ALSO USED BY THE NEW
 LY2922'JERSEY FOREST FIRE SERVICE AND KNOWN LOCALLY AS THE NEWTON AIR ATTACK
 LY2922'BASE. TO REACH THE STATION FROM THE REVERSE WYE JUNCTION OF U.S
 LY2922'HIGHWAY 206 AND COUNTY ROAD 517 IN THE BOROUGH OF ANDOVER, GO WEST
 LY2922'NORTHWEST ON U.S. HIGHWAY 206 FOR 3.1 MI (5.0 KM) TO THE CROSSROADS
 LY2922'JUNCTION WITH FREDON SPRINGDALE ROAD, COUNTY ROAD 618, TO THE
 LY2922'SOUTHWEST AND STICKLES POND ROAD, TO THE NORTHEAST.  TURN RIGHT AND
 LY2922'GO EAST THEN NORTH ON STICKLES POND ROAD FOR 0.85 MI (1.37 KM) TO A
 LY2922'GRAVEL ROAD ON THE LEFT, LEADING TO THE AIRPORT RUNWAY, ABOUT 20 M
 LY2922'(65.6 FT) SOUTHWEST FROM THE TEE INTERSECTION WITH MOUNT NEBO ROAD.
 LY2922'TURN LEFT AND FOLLOW THE GRAVEL ROAD, PASSING THE AIRPORT OWNERS
 LY2922'HOUSE ON THE LEFT, FOR 0.2 MI (0.3 KM) TO THE JUNCTION WITH RUNWAY 24
 LY2922'AND THE STATION AHEAD, SET FLUSH WITH THE GROUND ON THE NORTHWEST
 LY2922'EDGE OF THE PAVED RUNWAY.  THE STATION IS 1.4 M (4.6 FT) NORTH
 LY2922'NORTHWEST FROM THE NORTHWEST EDGE OF RUNWAY 24 AND 8.0 M (26.2 FT)
 LY2922'NORTH NORTHWEST FROM THE CENTERLINE OF RUNWAY 24
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2923 ***********************************************************************
 LY2923  DESIGNATION -  19 U 1
 LY2923  PID         -  LY2923
 LY2923  STATE/COUNTY-  NJ/SUSSEX
 LY2923  USGS QUAD   -  NEWTON WEST (1994)
 LY2923
 LY2923                         *CURRENT SURVEY CONTROL
 LY2923  ___________________________________________________________________
 LY2923* NAD 83(1996)-  41 01 24.03278(N)    074 45 46.89059(W)     ADJUSTED  
 LY2923* NAVD 88     -       182.4    (meters)     598.     (feet)  GPS OBS   
 LY2923  ___________________________________________________________________
 LY2923  X           -   1,266,491.186 (meters)                     COMP
 LY2923  Y           -  -4,649,600.839 (meters)                     COMP
 LY2923  Z           -   4,164,477.454 (meters)                     COMP
 LY2923  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 LY2923  ELLIP HEIGHT-         149.59  (meters)          (10/23/02) GPS OBS
 LY2923  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 LY2923
 LY2923  HORZ ORDER  -  FIRST
 LY2923  ELLP ORDER  -  FOURTH    CLASS I
 LY2923
 LY2923.The horizontal coordinates were established by GPS observations
 LY2923.and adjusted by the National Geodetic Survey in May 1999..
 LY2923
 LY2923.The orthometric height was determined by GPS observations and a
 LY2923.high-resolution geoid model.
 LY2923
 LY2923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2923
 LY2923.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2923
 LY2923.The ellipsoidal height was determined by GPS observations
 LY2923.and is referenced to NAD 83.
 LY2923
 LY2923.The geoid height was determined by GEOID03.
 LY2923
 LY2923;                    North         East     Units Scale Factor Converg.
 LY2923;SPC NJ       -   243,172.905   127,880.340   MT  0.99990602   -0 10 21.5
 LY2923;SPC NJ       -   797,809.77    419,554.08   sFT  0.99990602   -0 10 21.5
 LY2923;UTM  18      - 4,541,375.342   519,922.922   MT  0.99960489   +0 09 20.0
 LY2923
 LY2923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2923!SPC NJ       -   0.99997654  x   0.99990602  =   0.99988256
 LY2923!UTM  18      -   0.99997654  x   0.99960489  =   0.99958144
 LY2923
 LY2923                          SUPERSEDED SURVEY CONTROL
 LY2923
 LY2923  NAD 83(1996)-  41 01 24.03230(N)    074 45 46.89121(W) AD(       ) 1
 LY2923  NAD 83(1986)-  41 01 24.03239(N)    074 45 46.89105(W) AD(       ) 1
 LY2923
 LY2923.Superseded values are not recommended for survey control.
 LY2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2923.See file dsdata.txt to determine how the superseded data were derived.
 LY2923
 LY2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1992341375(NAD 83)
 LY2923_MARKER: DD = SURVEY DISK
 LY2923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2923_SP_SET: CONCRETE POST
 LY2923_STAMPING: 19 U 1 1993
 LY2923_MARK LOGO: NJGS  
 LY2923_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2923+STABILITY: SURFACE MOTION
 LY2923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2923+SATELLITE: SATELLITE OBSERVATIONS - 1993
 LY2923
 LY2923  HISTORY     - Date     Condition        Report By
 LY2923  HISTORY     - 1993     MONUMENTED       NJGS
 LY2923
 LY2923                          STATION DESCRIPTION
 LY2923
 LY2923'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 LY2923'THE STATION IS LOCATED IN ANDOVER TOWNSHIP WITHIN THE BOUNDARY OF THE
 LY2923'NEWTON AIRPORT, P.O. BOX 206, NEWTON, NEW JERSEY 07860.  PERMISSION
 LY2923'TO OCCUPY THE STATION SHOULD BE OBTAINED FROM MRS. STELLA JUMP,
 LY2923'OWNER, PHONE  201 383 3549.  THE AIRPORT IS ALSO USED BY THE NEW
 LY2923'JERSEY FOREST FIRE SERVICE AND KNOWN LOCALLY AS THE NEWTON AIR ATTACK
 LY2923'BASE.  TO REACH THE STATION FROM THE REVERSE WYE JUNCTION OF U.S
 LY2923'HIGHWAY 206 AND COUNTY ROAD 517 IN THE BOROUGH OF ANDOVER, GO WEST
 LY2923'NORTHWEST ON U.S. HIGHWAY 206 FOR 3.1 MI (5.0 KM) TO THE CROSSROADS
 LY2923'JUNCTION WITH FREDON SPRINGDALE ROAD, COUNTY ROAD 618, TO THE
 LY2923'SOUTHWEST AND STICKLES POND ROAD, TO THE NORTHEAST.  TURN RIGHT AND
 LY2923'GO EAST THEN NORTH ON STICKLES POND ROAD FOR 0.85 MI (1.37 KM) TO A
 LY2923'GRAVEL ROAD ON THE LEFT, LEADING TO THE AIRPORT RUNWAY, ABOUT 20 M
 LY2923'(65.6 FT) SOUTHWEST FROM THE TEE INTERSECTION WITH MOUNT NEBO ROAD.
 LY2923'TURN LEFT AND FOLLOW THE GRAVEL ROAD, PASSING THE AIRPORT OWNERS
 LY2923'HOUSE ON THE LEFT, FOR 0.2 MI (0.3 KM) TO THE JUNCTION WITH RUNWAY
 LY2923'24.  TURN LEFT AND GO 0.4 MI (0.6 KM) TO THE WEST END OF THE PAVED
 LY2923'RUNWAY 6 AND THE STATION ON THE RIGHT, SET FLUSH WITH THE GROUND AT
 LY2923'THE SOUTHWEST CORNER OF THE RUNWAY 6 AND ALSO IN LINE WITH THE
 LY2923'SOUTHWEST EDGE OF PAVING OF RUNWAY 6.  THE STATION IS 1.7 M (5.6 FT)
 LY2923'NORTHWEST FROM THE NORTHWEST EDGE OF PAVING OF RUNWAY 6 AND 8.8 M
 LY2923'(28.9 FT) NORTHWEST FROM A SPIKE AT BASE OF NUMBER 6 AT THE
 LY2923'CENTERLINE OF THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7119 ***********************************************************************
 KV7119  DESIGNATION -  19 V 1
 KV7119  PID         -  KV7119
 KV7119  STATE/COUNTY-  NJ/SUSSEX
 KV7119  USGS QUAD   -  STANHOPE (1981)
 KV7119
 KV7119                         *CURRENT SURVEY CONTROL
 KV7119  ___________________________________________________________________
 KV7119* NAD 83(1996)-  40 58 16.44432(N)    074 40 11.58425(W)     ADJUSTED  
 KV7119* NAVD 88     -       247.7    (meters)     813.     (feet)  GPS OBS   
 KV7119  ___________________________________________________________________
 KV7119  X           -   1,275,064.692 (meters)                     COMP
 KV7119  Y           -  -4,651,244.793 (meters)                     COMP
 KV7119  Z           -   4,160,152.732 (meters)                     COMP
 KV7119  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 KV7119  ELLIP HEIGHT-         215.02  (meters)          (10/23/02) GPS OBS
 KV7119  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KV7119
 KV7119  HORZ ORDER  -  FIRST
 KV7119  ELLP ORDER  -  FOURTH    CLASS I
 KV7119
 KV7119.The horizontal coordinates were established by GPS observations
 KV7119.and adjusted by the National Geodetic Survey in May 1999..
 KV7119
 KV7119.The orthometric height was determined by GPS observations and a
 KV7119.high-resolution geoid model.
 KV7119
 KV7119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7119
 KV7119.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7119
 KV7119.The ellipsoidal height was determined by GPS observations
 KV7119.and is referenced to NAD 83.
 KV7119
 KV7119.The geoid height was determined by GEOID03.
 KV7119
 KV7119;                    North         East     Units Scale Factor Converg.
 KV7119;SPC NJ       -   237,367.273   135,701.950   MT  0.99990252   -0 06 41.0
 KV7119;SPC NJ       -   778,762.46    445,215.48   sFT  0.99990252   -0 06 41.0
 KV7119;UTM  18      - 4,535,616.295   527,775.306   MT  0.99960949   +0 12 59.2
 KV7119
 KV7119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7119!SPC NJ       -   0.99996627  x   0.99990252  =   0.99986880
 KV7119!UTM  18      -   0.99996627  x   0.99960949  =   0.99957578
 KV7119
 KV7119                          SUPERSEDED SURVEY CONTROL
 KV7119
 KV7119  NAD 83(1986)-  40 58 16.44379(N)    074 40 11.58503(W) AD(       ) 1
 KV7119
 KV7119.Superseded values are not recommended for survey control.
 KV7119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7119.See file dsdata.txt to determine how the superseded data were derived.
 KV7119
 KV7119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2777535616(NAD 83)
 KV7119_MARKER: DD = SURVEY DISK
 KV7119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7119_SP_SET: CONCRETE POST
 KV7119_STAMPING: 19 V 1 1993
 KV7119_MARK LOGO: NJGS  
 KV7119_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7119+STABILITY: SURFACE MOTION
 KV7119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7119+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 KV7119
 KV7119  HISTORY     - Date     Condition        Report By
 KV7119  HISTORY     - 1993     MONUMENTED       NJGS
 KV7119  HISTORY     - 20010410 GOOD             NJGS
 KV7119  HISTORY     - 20060919 GOOD             AASCO
 KV7119
 KV7119                          STATION DESCRIPTION
 KV7119
 KV7119'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7119'THE STATION IS LOCATED IN HOPATCONG TOWNSHIP ON THE WEST SIDE OF OLD
 KV7119'STANHOPE ROAD, COUNTY ROAD 605, AND ON THE GROUNDS OF THE HUDSON
 KV7119'GUILD FARM, ABOUT 0.15 MI (0.24 KM) SOUTHEAST FROM THE JUNCTION WITH
 KV7119'LUBBERS RUN.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 KV7119'HIGHWAY 206 AND COUNTY ROAD 607, LACKAWANNA DRIVE, IN BYRAM, GO 3.9
 KV7119'MI (6.3 KM) NORTHEAST ON COUNTY ROAD 607 TO THE CROSSROADS JUNCTION
 KV7119'WITH OLD STANHOPE ROAD, COUNTY ROAD 605 AT A BLINKING RED TRAFFIC
 KV7119'LIGHT AND STOP SIGN.  TURN LEFT AND GO NORTH NORTHWEST ON OLD
 KV7119'STANHOPE ROAD, COUNTY ROAD 605, FOR 0.6 MI (1.0 KM) TO THE STATION ON
 KV7119'THE LEFT.  THE STATION IS 5.3 M (17.4 FT) WEST FROM THE WEST EDGE OF
 KV7119'PAVING OF COUNTY ROAD 605, 9.9 M (32.5 FT) WEST FROM THE CENTERLINE
 KV7119'OF COUNTY ROAD 605, 17.9 M (58.7 FT) WEST FROM POLE NUMBER BT 549 HG
 KV7119'AND 46.3 M (151.9 FT) SOUTH FROM THE SOUTH END OF METAL GUIDE RAIL
 KV7119'ALONG THE SOUTHBOUND LANE OF COUNTY ROAD 605.  THE STATION IS SET
 KV7119'FLUSH WITH THE GROUND.
 KV7119
 KV7119                          STATION RECOVERY (2001)
 KV7119
 KV7119'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV7119'RECOVERED IN GOOD CONDITION.
 KV7119
 KV7119                          STATION RECOVERY (2006)
 KV7119
 KV7119'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV7119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7120 ***********************************************************************
 KV7120  DESIGNATION -  19 W 1
 KV7120  PID         -  KV7120
 KV7120  STATE/COUNTY-  NJ/SUSSEX
 KV7120  USGS QUAD   -  STANHOPE (1981)
 KV7120
 KV7120                         *CURRENT SURVEY CONTROL
 KV7120  ___________________________________________________________________
 KV7120* NAD 83(1996)-  40 56 02.83568(N)    074 42 18.40375(W)     ADJUSTED  
 KV7120* NAVD 88     -       217.5    (meters)     714.     (feet)  GPS OBS   
 KV7120  ___________________________________________________________________
 KV7120  X           -   1,272,911.264 (meters)                     COMP
 KV7120  Y           -  -4,654,611.583 (meters)                     COMP
 KV7120  Z           -   4,157,019.924 (meters)                     COMP
 KV7120  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 KV7120  ELLIP HEIGHT-         184.67  (meters)          (10/23/02) GPS OBS
 KV7120  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV7120
 KV7120  HORZ ORDER  -  FIRST
 KV7120  ELLP ORDER  -  FOURTH    CLASS I
 KV7120
 KV7120.The horizontal coordinates were established by GPS observations
 KV7120.and adjusted by the National Geodetic Survey in May 1999..
 KV7120
 KV7120.The orthometric height was determined by GPS observations and a
 KV7120.high-resolution geoid model.
 KV7120
 KV7120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7120
 KV7120.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7120
 KV7120.The ellipsoidal height was determined by GPS observations
 KV7120.and is referenced to NAD 83.
 KV7120
 KV7120.The geoid height was determined by GEOID03.
 KV7120
 KV7120;                    North         East     Units Scale Factor Converg.
 KV7120;SPC NJ       -   233,252.477   132,727.402   MT  0.99990367   -0 08 03.8
 KV7120;SPC NJ       -   765,262.50    435,456.48   sFT  0.99990367   -0 08 03.8
 KV7120;UTM  18      - 4,531,485.769   524,825.212   MT  0.99960759   +0 11 35.6
 KV7120
 KV7120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7120!SPC NJ       -   0.99997103  x   0.99990367  =   0.99987471
 KV7120!UTM  18      -   0.99997103  x   0.99960759  =   0.99957863
 KV7120
 KV7120                          SUPERSEDED SURVEY CONTROL
 KV7120
 KV7120  ELLIP H (05/14/99)  184.66   (m)                       GP(       ) 4 1
 KV7120  NAD 83(1986)-  40 56 02.83486(N)    074 42 18.40492(W) AD(       ) 1
 KV7120
 KV7120.Superseded values are not recommended for survey control.
 KV7120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7120.See file dsdata.txt to determine how the superseded data were derived.
 KV7120
 KV7120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2482531486(NAD 83)
 KV7120_MARKER: DD = SURVEY DISK
 KV7120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7120_SP_SET: CONCRETE POST
 KV7120_STAMPING: 19 W 1 1993
 KV7120_MARK LOGO: NJGS  
 KV7120_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7120+STABILITY: SURFACE MOTION
 KV7120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7120+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2001
 KV7120
 KV7120  HISTORY     - Date     Condition        Report By
 KV7120  HISTORY     - 1993     MONUMENTED       NJGS
 KV7120  HISTORY     - 20010410 GOOD             NJGS
 KV7120
 KV7120                          STATION DESCRIPTION
 KV7120
 KV7120'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7120'THE STATION IS LOCATED IN BYRAM TOWNSHIP ON THE GROUNDS OF THE BYRAM
 KV7120'TOWNSHIP INTERMEDIATE SCHOOL, BEATRICE JOHNSON ANNEX.  TO REACH THE
 KV7120'STATION FROM THE INTERSECTION OF U.S. HIGHWAY 206 AND COUNTY ROAD
 KV7120'607, GO 0.7 MI (1.1 KM) NORTHEAST ON COUNTY ROAD 607 TO THE TEE
 KV7120'JUNCTION WITH MANSFIELD DRIVE ON THE RIGHT, LEADING TOWARD THE
 KV7120'MUNICIPAL COMPLEX AND SCHOOL.  TURN RIGHT AND GO 0.35 MI (0.56 KM)
 KV7120'EAST SOUTHEAST ON MANSFIELD DRIVE TO THE END OF THE PARKING LOT FOR
 KV7120'THE SCHOOL.  TURN RIGHT AND GO ABOUT 0.1 MI (0.2 KM) SOUTHWEST TO A
 KV7120'HARD RIGHT TURN AND THE STATION ON THE LEFT, SET FLUSH WITH THE
 KV7120'GROUND AT THE SOUTHWEST CORNER OF THE PAVED ROAD CIRCLING THE SCHOOL
 KV7120'COMPLEX.  THE STATION IS 4.9 M (16.1 FT) SOUTH FROM THE CENTER OF A
 KV7120'CIRCULAR STORM  SEWER INLET, 5.7 M (18.7 FT) SOUTHWEST FROM THE
 KV7120'SOUTHWEST END POST OF A METAL GUIDE RAIL AT A GUIDE RAIL OPENING, 4.7
 KV7120'M (15.4 FT) SOUTHWEST FROM THE CENTERLINE OF THE GUIDE RAIL OPENING,
 KV7120'1.7 M (5.6 FT) SOUTH SOUTHWEST FROM THE SOUTHEAST END POST OF THE
 KV7120'METAL GUIDE RAIL AT A GUIDE RAIL OPENING AND 2.8 M (9.2 FT) SOUTHEAST
 KV7120'FROM THE EXTENDED CENTERLINE OF THE PAVED DRIVE.
 KV7120
 KV7120                          STATION RECOVERY (2001)
 KV7120
 KV7120'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV7120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2924 ***********************************************************************
 LY2924  DESIGNATION -  19 X 1
 LY2924  PID         -  LY2924
 LY2924  STATE/COUNTY-  NJ/SUSSEX
 LY2924  USGS QUAD   -  HAMBURG (1976)
 LY2924
 LY2924                         *CURRENT SURVEY CONTROL
 LY2924  ___________________________________________________________________
 LY2924* NAD 83(1996)-  41 07 34.04719(N)    074 37 23.65222(W)     ADJUSTED  
 LY2924* NAVD 88     -       168.1    (meters)     552.     (feet)  GPS OBS   
 LY2924  ___________________________________________________________________
 LY2924  X           -   1,275,839.814 (meters)                     COMP
 LY2924  Y           -  -4,639,255.346 (meters)                     COMP
 LY2924  Z           -   4,173,073.234 (meters)                     COMP
 LY2924  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 LY2924  ELLIP HEIGHT-         135.52  (meters)          (10/23/02) GPS OBS
 LY2924  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LY2924
 LY2924  HORZ ORDER  -  FIRST
 LY2924  ELLP ORDER  -  FOURTH    CLASS I
 LY2924
 LY2924.The horizontal coordinates were established by GPS observations
 LY2924.and adjusted by the National Geodetic Survey in May 1999..
 LY2924
 LY2924.The orthometric height was determined by GPS observations and a
 LY2924.high-resolution geoid model.
 LY2924
 LY2924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2924
 LY2924.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2924
 LY2924.The ellipsoidal height was determined by GPS observations
 LY2924.and is referenced to NAD 83.
 LY2924
 LY2924.The geoid height was determined by GEOID03.
 LY2924
 LY2924;                    North         East     Units Scale Factor Converg.
 LY2924;SPC NJ       -   254,560.224   139,652.279   MT  0.99990132   -0 04 51.8
 LY2924;SPC NJ       -   835,169.67    458,175.85   sFT  0.99990132   -0 04 51.8
 LY2924;UTM  18      - 4,552,826.592   531,625.921   MT  0.99961231   +0 14 52.1
 LY2924
 LY2924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2924!SPC NJ       -   0.99997874  x   0.99990132  =   0.99988007
 LY2924!UTM  18      -   0.99997874  x   0.99961231  =   0.99959106
 LY2924
 LY2924                          SUPERSEDED SURVEY CONTROL
 LY2924
 LY2924  ELLIP H (05/14/99)  135.53   (m)                       GP(       ) 4 1
 LY2924  NAD 83(1996)-  41 07 34.04694(N)    074 37 23.65251(W) AD(       ) 1
 LY2924  NAD 83(1986)-  41 07 34.04734(N)    074 37 23.65246(W) AD(       ) 1
 LY2924
 LY2924.Superseded values are not recommended for survey control.
 LY2924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2924.See file dsdata.txt to determine how the superseded data were derived.
 LY2924
 LY2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3162652827(NAD 83)
 LY2924_MARKER: DD = SURVEY DISK
 LY2924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2924_SP_SET: CONCRETE POST
 LY2924_STAMPING: 19 X 1 1993
 LY2924_MARK LOGO: NJGS  
 LY2924_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2924+STABILITY: SURFACE MOTION
 LY2924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2924+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 LY2924
 LY2924  HISTORY     - Date     Condition        Report By
 LY2924  HISTORY     - 1993     MONUMENTED       NJGS
 LY2924  HISTORY     - 20060918 GOOD             AASCO
 LY2924
 LY2924                          STATION DESCRIPTION
 LY2924
 LY2924'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 LY2924'THE STATION IS LOCATED IN HARDYSTON TOWNSHIP, ON THE SOUTHEAST SIDE OF
 LY2924'STATE ROUTE 94.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 LY2924'ROUTES 15 AND 94 AND COUNTY ROAD 623, GO NORTH ON STATE HIGHWAY 94
 LY2924'FOR 4.25 MI (6.84 KM) TO THE STATION ON THE RIGHT.  THE STATION IS
 LY2924'ALSO ABOUT 0.1 MI (0.2 KM) NORTH FROM THE TEE INTERSECTION OF STATE
 LY2924'HIGHWAY 94 AND LASINSKI ROAD.  THE STATION IS 11.7 M (38.4 FT) SOUTH
 LY2924'SOUTHWEST FROM THE CENTERLINE OF THE PAVED ENTRANCE DRIVE LEADING TO
 LY2924'THE 94 DELI AND FOOD MARKET, 16.5 M (54.1 FT) SOUTH SOUTHWEST FROM A
 LY2924'STREET LIGHT, 15.8 M (51.8 FT) NORTH NORTHEAST FROM THE NORTH END OF
 LY2924'A 6 FT (1.8 M) CHAIN LINK FENCE ON THE WEST SIDE OF A GABION STONE
 LY2924'RETAINING WALL, 3.0 M (9.8 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF
 LY2924'PAVING OF STATE ROUTE 94, 9.5 M (31.2 FT) SOUTHEAST FROM THE
 LY2924'CENTERLINE OF STATE ROUTE 94, 0.6 M (2.0 FT) NORTHWEST FROM THE
 LY2924'NORTHWEST FACE OF A STEEL GUIDE RAIL AND 5.3 M (17.4 FT) SOUTH
 LY2924'SOUTHWEST FROM THE NORTHEAST END OF THE STEEL GUIDE RAIL.  THE
 LY2924'STATION IS SET FLUSH WITH THE GROUND.
 LY2924
 LY2924                          STATION RECOVERY (2006)
 LY2924
 LY2924'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 LY2924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2925 ***********************************************************************
 LY2925  DESIGNATION -  19 Y 1
 LY2925  PID         -  LY2925
 LY2925  STATE/COUNTY-  NJ/SUSSEX
 LY2925  USGS QUAD   -  FRANKLIN (1971)
 LY2925
 LY2925                         *CURRENT SURVEY CONTROL
 LY2925  ___________________________________________________________________
 LY2925* NAD 83(1996)-  41 06 17.06242(N)    074 34 45.63058(W)     ADJUSTED  
 LY2925* NAVD 88     -       177.9    (meters)     584.     (feet)  GPS OBS   
 LY2925  ___________________________________________________________________
 LY2925  X           -   1,279,810.877 (meters)                     COMP
 LY2925  Y           -  -4,639,789.255 (meters)                     COMP
 LY2925  Z           -   4,171,290.509 (meters)                     COMP
 LY2925  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 LY2925  ELLIP HEIGHT-         145.45  (meters)          (10/23/02) GPS OBS
 LY2925  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 LY2925
 LY2925  HORZ ORDER  -  FIRST
 LY2925  ELLP ORDER  -  FOURTH    CLASS I
 LY2925
 LY2925.The horizontal coordinates were established by GPS observations
 LY2925.and adjusted by the National Geodetic Survey in May 1999..
 LY2925
 LY2925.The orthometric height was determined by GPS observations and a
 LY2925.high-resolution geoid model.
 LY2925
 LY2925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2925
 LY2925.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2925
 LY2925.The ellipsoidal height was determined by GPS observations
 LY2925.and is referenced to NAD 83.
 LY2925
 LY2925.The geoid height was determined by GEOID03.
 LY2925
 LY2925;                    North         East     Units Scale Factor Converg.
 LY2925;SPC NJ       -   252,181.279   143,335.805   MT  0.99990055   -0 03 07.8
 LY2925;SPC NJ       -   827,364.75    470,260.89   sFT  0.99990055   -0 03 07.8
 LY2925;UTM  18      - 4,550,469.500   535,321.976   MT  0.99961535   +0 16 35.6
 LY2925
 LY2925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2925!SPC NJ       -   0.99997719  x   0.99990055  =   0.99987774
 LY2925!UTM  18      -   0.99997719  x   0.99961535  =   0.99959254
 LY2925
 LY2925                          SUPERSEDED SURVEY CONTROL
 LY2925
 LY2925  ELLIP H (05/14/99)  145.46   (m)                       GP(       ) 4 1
 LY2925  NAD 83(1996)-  41 06 17.06220(N)    074 34 45.63086(W) AD(       ) 1
 LY2925  NAD 83(1986)-  41 06 17.06257(N)    074 34 45.63101(W) AD(       ) 1
 LY2925
 LY2925.Superseded values are not recommended for survey control.
 LY2925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2925.See file dsdata.txt to determine how the superseded data were derived.
 LY2925
 LY2925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3532250469(NAD 83)
 LY2925_MARKER: DD = SURVEY DISK
 LY2925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2925_SP_SET: CONCRETE POST
 LY2925_STAMPING: 19 Y 1 1993
 LY2925_MARK LOGO: NJGS  
 LY2925_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2925+STABILITY: SURFACE MOTION
 LY2925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2925+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2001
 LY2925
 LY2925  HISTORY     - Date     Condition        Report By
 LY2925  HISTORY     - 1993     MONUMENTED       NJGS
 LY2925  HISTORY     - 20010731 GOOD             STEWRT
 LY2925
 LY2925                          STATION DESCRIPTION
 LY2925
 LY2925'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 LY2925'THE STATION IS LOCATED IN HARDYSTON TOWNSHIP ON THE EAST SIDE OF STATE
 LY2925'ROUTE 23 ON THE GROUNDS OF THE HARDYSTON TOWNSHIP SCHOOL, 50 ROUTE
 LY2925'23, FRANKLIN, NEW JERSEY 07416.  PERMISSION TO OCCUPY THE STATION
 LY2925'SHOULD BE OBTAINED FROM MR. ANTHONY NOROD, SUPERINTENDENT OF SCHOOLS,
 LY2925'PHONE  201 827 3600.  TO REACH THE STATION FROM THE INTERSECTION OF
 LY2925'STATE ROUTES 94 AND 23 IN THE BOROUGH OF HAMBURG, GO SOUTH ON STATE
 LY2925'ROUTE 23 FOR 3.7 MI (6.0 KM) TO THE PAVED ENTRANCE DRIVE AT THE SOUTH
 LY2925'ENTRANCE LEADING TO THE HARDYSTON TOWNSHIP SCHOOL ON THE LEFT.  TURN
 LY2925'LEFT AND GO EAST UPHILL ON THE PAVED ENTRANCE DRIVE FOR 0.2 MI
 LY2925'(0.3 KM) TO THE SCHOOL BUILDING ON THE RIGHT AND THE STATION ON THE
 LY2925'LEFT, SET FLUSH WITH THE LAWN, OPPOSITE THE FLAGPOLE IN FRONT OF THE
 LY2925'SCHOOL BUILDING.  THE STATION IS 1.5 M (4.9 FT) WEST FROM THE WEST
 LY2925'EDGE OF PAVING OF THE ENTRANCE DRIVE IN FRONT OF THE SCHOOL, 19.3 M
 LY2925'(63.3 FT) WEST FROM THE FLAGPOLE IN FRONT OF THE SCHOOL, 19.7 M
 LY2925'(64.6 FT) SOUTH SOUTHWEST FROM A LIGHT STANDARD AT THE NORTH EDGE OF
 LY2925'THE ENTRANCE DRIVE, 18.6 M (61.0 FT) SOUTHWEST FROM A LIGHT STANDARD
 LY2925'AT THE NORTH SIDE OF THE NORTH WALK LEADING TO THE SCHOOL AND 18.6 M
 LY2925'(61.0 FT) NORTHWEST FROM A LIGHT STANDARD AT THE SOUTH SIDE OF THE
 LY2925'SOUTH WALK LEADING TO THE SCHOOL.
 LY2925
 LY2925                          STATION RECOVERY (2001)
 LY2925
 LY2925'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2001 (JMS)
 LY2925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1076 ***********************************************************************
 KV1076  DESIGNATION -  191
 KV1076  PID         -  KV1076
 KV1076  STATE/COUNTY-  NJ/MERCER
 KV1076  USGS QUAD   -  TRENTON EAST (1981)
 KV1076
 KV1076                         *CURRENT SURVEY CONTROL
 KV1076  ___________________________________________________________________
 KV1076* NAD 83(1986)-  40 11 57.     (N)    074 44 49.     (W)     SCALED    
 KV1076* NAVD 88     -        13.964  (meters)      45.81   (feet)  ADJUSTED  
 KV1076  ___________________________________________________________________
 KV1076  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KV1076  DYNAMIC HT  -          13.958 (meters)      45.79  (feet)  COMP
 KV1076  MODELED GRAV-     980,183.3   (mgal)                       NAVD 88
 KV1076
 KV1076  VERT ORDER  -  FIRST     CLASS I
 KV1076
 KV1076.The horizontal coordinates were scaled from a topographic map and have
 KV1076.an estimated accuracy of +/- 6 seconds.
 KV1076
 KV1076.The orthometric height was determined by differential leveling
 KV1076.and adjusted by the National Geodetic Survey in June 1991..
 KV1076
 KV1076.The geoid height was determined by GEOID03.
 KV1076
 KV1076.The dynamic height is computed by dividing the NAVD 88
 KV1076.geopotential number by the normal gravity value computed on the
 KV1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1076.degrees latitude (g = 980.6199 gals.).
 KV1076
 KV1076.The modeled gravity was interpolated from observed gravity values.
 KV1076
 KV1076;                    North         East    Units  Estimated Accuracy
 KV1076;SPC NJ       -   151,660.      128,980.      MT  (+/- 180 meters Scaled)
 KV1076
 KV1076                          SUPERSEDED SURVEY CONTROL
 KV1076
 KV1076  NGVD 29 (01/10/92)   14.290  (m)           46.88   (f) ADJUSTED    1 1
 KV1076
 KV1076.Superseded values are not recommended for survey control.
 KV1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1076.See file dsdata.txt to determine how the superseded data were derived.
 KV1076
 KV1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK215498(NAD 83)
 KV1076_MARKER: DD = SURVEY DISK
 KV1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1076_SP_SET: CONCRETE POST
 KV1076_STAMPING: 191
 KV1076_MARK LOGO: NJGS  
 KV1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1076+STABILITY: SURFACE MOTION
 KV1076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1076+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1988
 KV1076
 KV1076  HISTORY     - Date     Condition        Report By
 KV1076  HISTORY     - UNK      MONUMENTED       NJGS
 KV1076  HISTORY     - 1974     GOOD             NGS
 KV1076  HISTORY     - 19880811 GOOD             NJGS
 KV1076
 KV1076                          STATION DESCRIPTION
 KV1076
 KV1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1076'AT TRENTON.
 KV1076'AT TRENTON, AT THE NORTHWEST CORNER OF THE INTERSECTION OF LALOR
 KV1076'AND LIBERTY STREETS AND CHESTNUT AVENUE, SET IN THE TOP OF A
 KV1076'CONCRETE POST IN A METER BOX IN THE SIDEWALK, 27.4 FEET WEST OF
 KV1076'CENTER LINE OF CHESTNUT AVENUE, 23 FEET NORTH OF THE CENTER LINE
 KV1076'OF LALOR STREET ABOUT LEVEL WITH THE STREETS AND 0.6 FOOT BELOW
 KV1076'THE LEVEL OF THE SIDEWALK.
 KV1076
 KV1076                          STATION RECOVERY (1988)
 KV1076
 KV1076'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1076'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1076'IN TRENTON, LOCATED AT THE NORTHWEST CORNER OF THE JUNCTION OF LALOR
 KV1076'AND LIBERTY STREETS AND CHESTNUT AVENUE, 7.0 M (23.0 FT) NORTH OF THE
 KV1076'CENTERLINE OF LALOR STREET, 12.8 M (42.0 FT) WEST OF THE CENTERLINE OF
 KV1076'CHESTNUT AVENUE, 1.46 M (4.8 FT) WEST OF A DRILL HOLE IN THE CURB OF
 KV1076'CHESTNUT AVENUE, 1.78 M (5.8 FT) NORTHEAST OF A DRILL HOLE IN A CURB.
 KV1076'THE MARK IS 0.2 M (0.7 FT) BELOW THE GROUND IN A CAST IRON METER BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6006 ***********************************************************************
 KV6006  DESIGNATION -  192
 KV6006  PID         -  KV6006
 KV6006  STATE/COUNTY-  NJ/MERCER
 KV6006  USGS QUAD   -  TRENTON EAST (1981)
 KV6006
 KV6006                         *CURRENT SURVEY CONTROL
 KV6006  ___________________________________________________________________
 KV6006* NAD 83(1986)-  40 11 58.     (N)    074 43 59.     (W)     SCALED    
 KV6006* NAVD 88     -        15.486  (meters)      50.81   (feet)  ADJUSTED  
 KV6006  ___________________________________________________________________
 KV6006  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV6006  DYNAMIC HT  -          15.479 (meters)      50.78  (feet)  COMP
 KV6006  MODELED GRAV-     980,184.9   (mgal)                       NAVD 88
 KV6006
 KV6006  VERT ORDER  -  FIRST     CLASS I
 KV6006
 KV6006.The horizontal coordinates were scaled from a topographic map and have
 KV6006.an estimated accuracy of +/- 6 seconds.
 KV6006
 KV6006.The orthometric height was determined by differential leveling
 KV6006.and adjusted by the National Geodetic Survey in June 1991..
 KV6006
 KV6006.The geoid height was determined by GEOID03.
 KV6006
 KV6006.The dynamic height is computed by dividing the NAVD 88
 KV6006.geopotential number by the normal gravity value computed on the
 KV6006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6006.degrees latitude (g = 980.6199 gals.).
 KV6006
 KV6006.The modeled gravity was interpolated from observed gravity values.
 KV6006
 KV6006;                    North         East    Units  Estimated Accuracy
 KV6006;SPC NJ       -   151,680.      130,160.      MT  (+/- 180 meters Scaled)
 KV6006
 KV6006                          SUPERSEDED SURVEY CONTROL
 KV6006
 KV6006  NGVD 29 (01/10/92)   15.812  (m)           51.88   (f) ADJUSTED    1 1
 KV6006
 KV6006.Superseded values are not recommended for survey control.
 KV6006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6006.See file dsdata.txt to determine how the superseded data were derived.
 KV6006
 KV6006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK227499(NAD 83)
 KV6006_MARKER: DD = SURVEY DISK
 KV6006_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6006_SP_SET: SIDEWALK
 KV6006_STAMPING: 192
 KV6006_MARK LOGO: NJGS  
 KV6006_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6006+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1988
 KV6006
 KV6006  HISTORY     - Date     Condition        Report By
 KV6006  HISTORY     - 1948     MONUMENTED       NJGS
 KV6006  HISTORY     - 19880811 SEE DESCRIPTION  NJGS
 KV6006
 KV6006                          STATION DESCRIPTION
 KV6006
 KV6006'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6006'IN TRENTON, SET IN THE CONCRETE SIDEWALK IN THE CENTER OF THE DRIVEWAY
 KV6006'LEADING INTO THE HOLY ANGELS RECTORY, HOUSE NUMBER 1733 SOUTH BROAD
 KV6006'STREET. THE DISK IS SET 12.5 M (41.0 FT) SOUTHWEST OF THE CENTERLINE
 KV6006'OF SOUTH BROAD STREET, 20.4 M (66.9 FT) SOUTHEAST OF POLE NUMBER
 KV6006'65595, 10.65 M (34.9 FT) SOUTHWEST OF THE RANGE OF THE SOUTHEAST WALL
 KV6006'OF THE CHURCH, THE DISK IS SCRAPPED DUE TO VEHICULAR TRAFFIC USING THE
 KV6006'DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1074 ***********************************************************************
 KV1074  DESIGNATION -  193
 KV1074  PID         -  KV1074
 KV1074  STATE/COUNTY-  NJ/MERCER
 KV1074  USGS QUAD   -  TRENTON EAST (1981)
 KV1074
 KV1074                         *CURRENT SURVEY CONTROL
 KV1074  ___________________________________________________________________
 KV1074* NAD 83(1986)-  40 11 52.     (N)    074 43 42.     (W)     SCALED    
 KV1074* NAVD 88     -        16.460  (meters)      54.00   (feet)  ADJUSTED  
 KV1074  ___________________________________________________________________
 KV1074  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KV1074  DYNAMIC HT  -          16.453 (meters)      53.98  (feet)  COMP
 KV1074  MODELED GRAV-     980,185.8   (mgal)                       NAVD 88
 KV1074
 KV1074  VERT ORDER  -  FIRST     CLASS I
 KV1074
 KV1074.The horizontal coordinates were scaled from a topographic map and have
 KV1074.an estimated accuracy of +/- 6 seconds.
 KV1074
 KV1074.The orthometric height was determined by differential leveling
 KV1074.and adjusted by the National Geodetic Survey in June 1991..
 KV1074
 KV1074.The geoid height was determined by GEOID03.
 KV1074
 KV1074.The dynamic height is computed by dividing the NAVD 88
 KV1074.geopotential number by the normal gravity value computed on the
 KV1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1074.degrees latitude (g = 980.6199 gals.).
 KV1074
 KV1074.The modeled gravity was interpolated from observed gravity values.
 KV1074
 KV1074;                    North         East    Units  Estimated Accuracy
 KV1074;SPC NJ       -   151,500.      130,560.      MT  (+/- 180 meters Scaled)
 KV1074
 KV1074                          SUPERSEDED SURVEY CONTROL
 KV1074
 KV1074  NGVD 29 (01/10/92)   16.786  (m)           55.07   (f) ADJUSTED    1 1
 KV1074
 KV1074.Superseded values are not recommended for survey control.
 KV1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1074.See file dsdata.txt to determine how the superseded data were derived.
 KV1074
 KV1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK231497(NAD 83)
 KV1074_MARKER: DD = SURVEY DISK
 KV1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1074_SP_SET: CONCRETE POST
 KV1074_STAMPING: 193 55.094
 KV1074_MARK LOGO: NJGS  
 KV1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1074+STABILITY: SURFACE MOTION
 KV1074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1074+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1988
 KV1074
 KV1074  HISTORY     - Date     Condition        Report By
 KV1074  HISTORY     - UNK      MONUMENTED       NJGS
 KV1074  HISTORY     - 1974     GOOD             NGS
 KV1074  HISTORY     - 1984     GOOD             NJGS
 KV1074  HISTORY     - 19880801 GOOD             NJGS
 KV1074
 KV1074                          STATION DESCRIPTION
 KV1074
 KV1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1074'0.4 MI SE FROM TRENTON.
 KV1074'0.40 MILE SOUTHEAST ALONG SOUTH BROAD FROM THE Y JUNCTION OF LALOR
 KV1074'STREET AT TRENTON, NEAR THE JUNCTION OF BUCHANAN AVENUE, 47.6
 KV1074'FEET SOUTHWEST OF CENTER LINE OF SOUTH BROAD STREET, 164 FEET
 KV1074'NORTHWEST OF THE NORTHWEST CURB OF BUCHANAN AVENUE, 2.8 FEET
 KV1074'NORTH OF THE NORTHEAST CORNER OF A CHAIN LINK FENCE, ABOUT 1/2
 KV1074'FOOT ABOVE THE LEVEL OF THE STREET AND SET IN THE TOP OF A
 KV1074'CONCRETE POST 0.2 FOOT BELOW THE SURFACE OF THE GROUND.
 KV1074
 KV1074                          STATION RECOVERY (1984)
 KV1074
 KV1074'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1984
 KV1074'RECOVERED IN GOOD CONDITION.
 KV1074
 KV1074                          STATION RECOVERY (1988)
 KV1074
 KV1074'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1074'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1074'ON THE SOUTH SIDE OF BROAD STREET, U.S. HIGHWAY 206, AT THE JUNCTION
 KV1074'WITH CHAMBERS STREET AND THE EXTENDED CENTERLINE OF RENNIE STREET TO
 KV1074'THE NORTH, 3.13 M (10.3 FT) SOUTHWEST OF POWER POLE 737, 12.4 M
 KV1074'(40.7 FT) OF A DRAINAGE INLET, 2.9 M (9.5 FT) NORTHWEST OF THE
 KV1074'NORTHWEST CORNER OF THE PORCH OF HOUSE NUMBER 1957 BROAD STREET, 7.7 M
 KV1074'(25.3 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE AT 1949 BROAD
 KV1074'STREET AND 0.05 M (0.2 FT) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0828 ***********************************************************************
 KV0828  DESIGNATION -  19.37 NJGS
 KV0828  PID         -  KV0828
 KV0828  STATE/COUNTY-  NJ/MONMOUTH
 KV0828  USGS QUAD   -  POINT PLEASANT (1989)
 KV0828
 KV0828                         *CURRENT SURVEY CONTROL
 KV0828  ___________________________________________________________________
 KV0828* NAD 83(1986)-  40 07 25.     (N)    074 03 05.     (W)     SCALED    
 KV0828* NAVD 88     -         5.473  (meters)      17.96   (feet)  ADJUSTED  
 KV0828  ___________________________________________________________________
 KV0828  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KV0828  DYNAMIC HT  -           5.470 (meters)      17.95  (feet)  COMP
 KV0828  MODELED GRAV-     980,157.8   (mgal)                       NAVD 88
 KV0828
 KV0828  VERT ORDER  -  FIRST     CLASS I
 KV0828
 KV0828.The horizontal coordinates were scaled from a topographic map and have
 KV0828.an estimated accuracy of +/- 6 seconds.
 KV0828
 KV0828.The orthometric height was determined by differential leveling
 KV0828.and adjusted by the National Geodetic Survey in June 1991..
 KV0828
 KV0828.The geoid height was determined by GEOID03.
 KV0828
 KV0828.The dynamic height is computed by dividing the NAVD 88
 KV0828.geopotential number by the normal gravity value computed on the
 KV0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0828.degrees latitude (g = 980.6199 gals.).
 KV0828
 KV0828.The modeled gravity was interpolated from observed gravity values.
 KV0828
 KV0828;                    North         East    Units  Estimated Accuracy
 KV0828;SPC NJ       -   143,340.      188,240.      MT  (+/- 180 meters Scaled)
 KV0828
 KV0828                          SUPERSEDED SURVEY CONTROL
 KV0828
 KV0828  NGVD 29 (04/16/92)    5.805  (m)           19.05   (f) ADJUSTED    1 1
 KV0828
 KV0828.Superseded values are not recommended for survey control.
 KV0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0828.See file dsdata.txt to determine how the superseded data were derived.
 KV0828
 KV0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK808419(NAD 83)
 KV0828_MARKER: X = CHISELED CROSS
 KV0828_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0828_SP_SET: DOOR SILL
 KV0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0828
 KV0828  HISTORY     - Date     Condition        Report By
 KV0828  HISTORY     - UNK      MONUMENTED       NJGS
 KV0828  HISTORY     - 1964     GOOD             CGS
 KV0828  HISTORY     - 1968     POOR             LOCSUR
 KV0828  HISTORY     - 1987     POOR             USPSQD
 KV0828
 KV0828                          STATION DESCRIPTION
 KV0828
 KV0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0828'AT MANASQUAN.
 KV0828'AT MANASQUAN, NEAR THE INTERSECTION OF MAIN AND BROAD STREET,
 KV0828'AT THE ENTRANCE TO THE MERCHANT NATIONAL BANK, 88 FEET SOUTHEAST
 KV0828'OF THE EXTENDED CENTER LINE OF BROAD STREET, 10 FEET SOUTHWEST
 KV0828'OF THE SOUTHWEST CURB OF MAIN STREET, 3.9 FEET SOUTHEAST OF THE
 KV0828'CENTER LINE OF ENTRANCE TO BANK, A CHISELED CROSS AT THE NORTHEAST
 KV0828'CORNER OF THE GRANITE DOOR SILL AT MAIN ENTRANCE TO BANK.
 KV0828
 KV0828                          STATION RECOVERY (1968)
 KV0828
 KV0828'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 KV0828'MARK RECOVERED IN POOR CONDITION.
 KV0828
 KV0828                          STATION RECOVERY (1987)
 KV0828
 KV0828'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0828'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6019 ***********************************************************************
 KV6019  DESIGNATION -  194
 KV6019  PID         -  KV6019
 KV6019  STATE/COUNTY-  NJ/MERCER
 KV6019  USGS QUAD   -  TRENTON EAST (1981)
 KV6019
 KV6019                         *CURRENT SURVEY CONTROL
 KV6019  ___________________________________________________________________
 KV6019* NAD 83(1986)-  40 12 35.     (N)    074 44 16.     (W)     SCALED    
 KV6019* NAVD 88     -        16.255  (meters)      53.33   (feet)  ADJUSTED  
 KV6019  ___________________________________________________________________
 KV6019  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV6019  DYNAMIC HT  -          16.248 (meters)      53.31  (feet)  COMP
 KV6019  MODELED GRAV-     980,182.3   (mgal)                       NAVD 88
 KV6019
 KV6019  VERT ORDER  -  FIRST     CLASS I
 KV6019
 KV6019.The horizontal coordinates were scaled from a topographic map and have
 KV6019.an estimated accuracy of +/- 6 seconds.
 KV6019
 KV6019.The orthometric height was determined by differential leveling
 KV6019.and adjusted by the National Geodetic Survey in June 1991..
 KV6019
 KV6019.The geoid height was determined by GEOID03.
 KV6019
 KV6019.The dynamic height is computed by dividing the NAVD 88
 KV6019.geopotential number by the normal gravity value computed on the
 KV6019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6019.degrees latitude (g = 980.6199 gals.).
 KV6019
 KV6019.The modeled gravity was interpolated from observed gravity values.
 KV6019
 KV6019;                    North         East    Units  Estimated Accuracy
 KV6019;SPC NJ       -   152,830.      129,760.      MT  (+/- 180 meters Scaled)
 KV6019
 KV6019                          SUPERSEDED SURVEY CONTROL
 KV6019
 KV6019  NGVD 29 (01/10/92)   16.581  (m)           54.40   (f) ADJUSTED    1 1
 KV6019
 KV6019.Superseded values are not recommended for survey control.
 KV6019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6019.See file dsdata.txt to determine how the superseded data were derived.
 KV6019
 KV6019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK223510(NAD 83)
 KV6019_MARKER: DD = SURVEY DISK
 KV6019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6019_SP_SET: CONCRETE POST
 KV6019_STAMPING: 194
 KV6019_MARK LOGO: NJGS  
 KV6019_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6019+STABILITY: SURFACE MOTION
 KV6019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6019+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1988
 KV6019
 KV6019  HISTORY     - Date     Condition        Report By
 KV6019  HISTORY     - 1935     MONUMENTED       NJGS
 KV6019  HISTORY     - 19881111 GOOD             NJGS
 KV6019
 KV6019                          STATION DESCRIPTION
 KV6019
 KV6019'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6019'IN THE CITY OF TRENTON, ON THE NORTHWEST CORNER OF CHAMBERS
 KV6019'AND LIBERTY STREETS, 1.45 M (4.8 FT) WEST OF THE WEST CURB OF CHAMBERS
 KV6019'STREET, 2.3 M (7.5 FT) SOUTH OF POLE NUMBER 61213 TN, 1.7 M (5.6 FT)
 KV6019'NORTHEAST OF A TRAFFIC SIGNAL BASE, 1.8 M (5.9 FT) NORTH OF THE NORTH
 KV6019'CORNER OF AN INLET CURBPIECE, SET 0.13 M (0.4 FT) BELOW THE LID OF A
 KV6019'ROUND MONUMENT BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6705 ***********************************************************************
 KV6705  DESIGNATION -  1945
 KV6705  PID         -  KV6705
 KV6705  STATE/COUNTY-  NJ/MIDDLESEX
 KV6705  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6705
 KV6705                         *CURRENT SURVEY CONTROL
 KV6705  ___________________________________________________________________
 KV6705* NAD 83(1996)-  40 27 51.93144(N)    074 26 54.75600(W)     ADJUSTED  
 KV6705* NAVD 88     -        28.2    (meters)      93.     (feet)  GPS OBS   
 KV6705  ___________________________________________________________________
 KV6705  X           -   1,302,822.048 (meters)                     COMP
 KV6705  Y           -  -4,681,493.926 (meters)                     COMP
 KV6705  Z           -   4,117,352.178 (meters)                     COMP
 KV6705  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 KV6705  ELLIP HEIGHT-          -4.70  (meters)          (10/23/02) GPS OBS
 KV6705  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV6705
 KV6705  HORZ ORDER  -  FIRST
 KV6705  ELLP ORDER  -  FOURTH    CLASS I
 KV6705
 KV6705.The horizontal coordinates were established by GPS observations
 KV6705.and adjusted by the National Geodetic Survey in May 1999..
 KV6705
 KV6705.The orthometric height was determined by GPS observations and a
 KV6705.high-resolution geoid model.
 KV6705
 KV6705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6705
 KV6705.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6705
 KV6705.The ellipsoidal height was determined by GPS observations
 KV6705.and is referenced to NAD 83.
 KV6705
 KV6705.The geoid height was determined by GEOID03.
 KV6705
 KV6705;                    North         East     Units Scale Factor Converg.
 KV6705;SPC NJ       -   181,079.901   154,363.733   MT  0.99990023   +0 02 00.2
 KV6705;SPC NJ       -   594,092.98    506,441.68   sFT  0.99990023   +0 02 00.2
 KV6705;UTM  18      - 4,479,451.983   546,751.839   MT  0.99962690   +0 21 28.4
 KV6705
 KV6705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6705!SPC NJ       -   1.00000074  x   0.99990023  =   0.99990097
 KV6705!UTM  18      -   1.00000074  x   0.99962690  =   0.99962764
 KV6705
 KV6705                          SUPERSEDED SURVEY CONTROL
 KV6705
 KV6705  NAD 83(1996)-  40 27 51.93120(N)    074 26 54.75763(W) AD(       ) 1
 KV6705  NAD 83(1986)-  40 27 51.93097(N)    074 26 54.75788(W) AD(       ) 1
 KV6705  NAD 83(1986)-  40 27 51.93238(N)    074 26 54.75850(W) AD(       ) 1
 KV6705
 KV6705.Superseded values are not recommended for survey control.
 KV6705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6705.See file dsdata.txt to determine how the superseded data were derived.
 KV6705
 KV6705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4675279452(NAD 83)
 KV6705_MARKER: DD = SURVEY DISK
 KV6705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6705_SP_SET: CONCRETE POST
 KV6705_STAMPING: 1945
 KV6705_MARK LOGO: NJGS  
 KV6705_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6705+STABILITY: SURFACE MOTION
 KV6705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6705+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1994
 KV6705
 KV6705  HISTORY     - Date     Condition        Report By
 KV6705  HISTORY     - 1962     MONUMENTED       NJGS
 KV6705  HISTORY     - 19901115 GOOD             NJGS
 KV6705  HISTORY     - 19901115 GOOD             NJGS
 KV6705  HISTORY     - 19910130 GOOD
 KV6705  HISTORY     - 19920205 GOOD
 KV6705  HISTORY     - 19940412 GOOD             NJGS
 KV6705
 KV6705                          STATION DESCRIPTION
 KV6705
 KV6705'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6705'THE STATION IS LOCATED IN NORTH BRUNSWICK TOWNSHIP, ON THE SOUTH SIDE
 KV6705'OF THE NORTHBOUND LANES OF U.S. HIGHWAY 1.  TO REACH THE STATION FROM
 KV6705'THE JUNCTION OF U.S. HIGHWAY 1 AND U.S. HIGHWAY 130 IN NORTH
 KV6705'BRUNSWICK TOWNSHIP, GO 0.45 MI (0.72 KM) NORTH ON HIGHWAY 1 TO THE
 KV6705'STATION ON THE RIGHT, JUST PAST THE ENTRANCE TO RAMP TO MILLTOWN ROAD
 KV6705'AND JUST BEFORE THE RAMP FROM MILLTOWN ROAD TO HIGHWAY 1 NORTHBOUND.
 KV6705'THE STATION IS 2.0 M (6.6 FT) SOUTH OF THE GUTTERLINE OF HIGWAY 1
 KV6705'NORTH BOUND, 6.8 M (22.3 FT) NORTHEAST OF POLE NUMBER 60548 NBW, 4.5
 KV6705'M (14.8 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF AN INLET IN THE
 KV6705'CURBLINE OF HIGHWAY 1, 5.5 M (18.0 FT) NORTH NORTHWEST OF THE
 KV6705'NORTHWEST CORNER OF A DOUBLE INLET IN THE GRASS ISLAND, 5.7 M
 KV6705'(18.7 FT) WEST OF THE CENTER OF A STATE HIGHWAY DEPARTMENT JUNCTION
 KV6705'BOX IN THE ISLAND.
 KV6705
 KV6705                          STATION RECOVERY (1990)
 KV6705
 KV6705'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6705'THE STATION IS LOCATED IN NORTH BRUNSWICK TOWNSHIP,
 KV6705
 KV6705                          STATION RECOVERY (1991)
 KV6705
 KV6705'RECOVERED 1991
 KV6705'RECOVERED IN GOOD CONDITION.
 KV6705
 KV6705                          STATION RECOVERY (1992)
 KV6705
 KV6705'RECOVERED 1992
 KV6705'RECOVERED IN GOOD CONDITION.
 KV6705
 KV6705                          STATION RECOVERY (1994)
 KV6705
 KV6705'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 KV6705'THE STATION IS LOCATED IN NORTH BRUNSWICK TOWNSHIP, ON THE SOUTH SIDE
 KV6705'OF THE NORTHBOUND LANES OF U.S. HIGHWAY 1.  TO REACH THE STATION FROM
 KV6705'THE JUNCTION OF U.S. HIGHWAY 1 AND U.S. HIGHWAY 130 IN NORTH BRUNSWICK
 KV6705'TOWNSHIP, GO 0.45 MI (0.72 KM) NORTH ON U.S. HIGHWAY 1 TO THE STATION
 KV6705'ON THE RIGHT, JUST PAST THE ENTRANCE RAMP LEADING TO MILLTOWN ROAD AND
 KV6705'JUST BEFORE THE EXIT RAMP LEADING FROM MILLTOWN ROAD TO U.S. HIGHWAY 1
 KV6705'NORTHBOUND.  THE STATION IS 2.0 M (6.6 FT) SOUTH FROM THE GUTTERLINE
 KV6705'OF U.S. HIGHWAY 1 NORTH BOUND, 6.8 M (22.3 FT) NORTHEAST FROM POLE
 KV6705'NUMBER 60548 NBW, 4.5 M (14.8 FT) SOUTHWEST FROM THE SOUTHWEST CORNER
 KV6705'OF AN INLET IN THE CURBLINE OF U.S. HIGHWAY 1, 5.5 M (18.0 FT) NORTH
 KV6705'NORTHWEST FROM THE NORTHWEST CORNER OF A DOUBLE INLET IN THE GRASS
 KV6705'ISLAND AND 5.7 M (18.7 FT) WEST OF THE CENTER OF A STATE HIGHWAY
 KV6705'DEPARTMENT JUNCTION BOX IN THE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0175 ***********************************************************************
 KV0175  DESIGNATION -  194.56 NJGS
 KV0175  PID         -  KV0175
 KV0175  STATE/COUNTY-  NJ/PASSAIC
 KV0175  USGS QUAD   -  PATERSON (1995)
 KV0175
 KV0175                         *CURRENT SURVEY CONTROL
 KV0175  ___________________________________________________________________
 KV0175* NAD 83(1986)-  40 53 47.     (N)    074 13 21.     (W)     SCALED    
 KV0175* NAVD 88     -        59.005  (meters)     193.59   (feet)  ADJUSTED  
 KV0175  ___________________________________________________________________
 KV0175  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KV0175  DYNAMIC HT  -          58.980 (meters)     193.50  (feet)  COMP
 KV0175  MODELED GRAV-     980,203.5   (mgal)                       NAVD 88
 KV0175
 KV0175  VERT ORDER  -  FIRST     CLASS II
 KV0175
 KV0175.The horizontal coordinates were scaled from a topographic map and have
 KV0175.an estimated accuracy of +/- 6 seconds.
 KV0175
 KV0175.The orthometric height was determined by differential leveling
 KV0175.and adjusted by the National Geodetic Survey in June 1991..
 KV0175
 KV0175.The geoid height was determined by GEOID03.
 KV0175
 KV0175.The dynamic height is computed by dividing the NAVD 88
 KV0175.geopotential number by the normal gravity value computed on the
 KV0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0175.degrees latitude (g = 980.6199 gals.).
 KV0175
 KV0175.The modeled gravity was interpolated from observed gravity values.
 KV0175
 KV0175;                    North         East    Units  Estimated Accuracy
 KV0175;SPC NJ       -   229,080.      173,380.      MT  (+/- 180 meters Scaled)
 KV0175
 KV0175                          SUPERSEDED SURVEY CONTROL
 KV0175
 KV0175  NGVD 29 (??/??/??)   59.287  (m)          194.51   (f) ADJUSTED    1 2
 KV0175
 KV0175.Superseded values are not recommended for survey control.
 KV0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0175.See file dsdata.txt to determine how the superseded data were derived.
 KV0175
 KV0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL654275(NAD 83)
 KV0175_MARKER: Z = SEE DESCRIPTION
 KV0175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0175_SP_SET: WATER TABLE
 KV0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0175
 KV0175  HISTORY     - Date     Condition        Report By
 KV0175  HISTORY     - 1933     MONUMENTED       NJGS
 KV0175  HISTORY     - 1939     GOOD             CGS
 KV0175
 KV0175                          STATION DESCRIPTION
 KV0175
 KV0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 KV0175'AT TOTOWA.
 KV0175'AT TOTOWA, PASSAIC COUNTY, AT THE NORTHEAST CORNER OF THE
 KV0175'LITTLE FALLS STATION OF THE DELAWARE, LACKAWANNA AND WESTERN
 KV0175'RAILROAD, ON THE TOP OF THE STONE WATER TABLE, AND ABOUT 3 FEET
 KV0175'ABOVE GROUND.  THE POINT OF A CHISELED ARROW.  NOTE-- THE DELAWARE,
 KV0175'LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV0175'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0368 ***********************************************************************
 LY0368  DESIGNATION -  194.69
 LY0368  PID         -  LY0368
 LY0368  STATE/COUNTY-  NJ/BERGEN
 LY0368  USGS QUAD   -  PARK RIDGE (1995)
 LY0368
 LY0368                         *CURRENT SURVEY CONTROL
 LY0368  ___________________________________________________________________
 LY0368* NAD 83(1986)-  41 00 03.     (N)    074 06 56.     (W)     SCALED    
 LY0368* NAVD 88     -        59.126  (meters)     193.98   (feet)  ADJUSTED  
 LY0368  ___________________________________________________________________
 LY0368  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LY0368  DYNAMIC HT  -          59.103 (meters)     193.91  (feet)  COMP
 LY0368  MODELED GRAV-     980,224.1   (mgal)                       NAVD 88
 LY0368
 LY0368  VERT ORDER  -  SECOND    CLASS 0
 LY0368
 LY0368.The horizontal coordinates were scaled from a topographic map and have
 LY0368.an estimated accuracy of +/- 6 seconds.
 LY0368
 LY0368.The orthometric height was determined by differential leveling
 LY0368.and adjusted by the National Geodetic Survey in June 1991..
 LY0368
 LY0368.The geoid height was determined by GEOID03.
 LY0368
 LY0368.The dynamic height is computed by dividing the NAVD 88
 LY0368.geopotential number by the normal gravity value computed on the
 LY0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0368.degrees latitude (g = 980.6199 gals.).
 LY0368
 LY0368.The modeled gravity was interpolated from observed gravity values.
 LY0368
 LY0368;                    North         East    Units  Estimated Accuracy
 LY0368;SPC NJ       -   240,710.      182,340.      MT  (+/- 180 meters Scaled)
 LY0368
 LY0368                          SUPERSEDED SURVEY CONTROL
 LY0368
 LY0368  NGVD 29 (??/??/92)   59.427  (m)          194.97   (f) ADJ UNCH    2 0
 LY0368
 LY0368.Superseded values are not recommended for survey control.
 LY0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0368.See file dsdata.txt to determine how the superseded data were derived.
 LY0368
 LY0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL743392(NAD 83)
 LY0368_MARKER: X = CHISELED CROSS
 LY0368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0368_SP_SET: BRIDGE
 LY0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0368
 LY0368  HISTORY     - Date     Condition        Report By
 LY0368  HISTORY     - UNK      MONUMENTED       NJGS
 LY0368  HISTORY     - 1942     GOOD             NGS
 LY0368
 LY0368                          STATION DESCRIPTION
 LY0368
 LY0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0368'0.3 MI N FROM HOHOKUS.
 LY0368'0.3 MILE NORTH ALONG THE ERIE LACKAWANNA RAILROAD FROM THE
 LY0368'STATION AT HOHOKUS, BERGEN COUNTY, 100 YARDS SOUTH OF THE HOHOKUS
 LY0368'BLEACHERY, AT THE SOUTH END OF THE RAILING OF BRIDGE NO. 22.43
 LY0368'OVER HOHOKUS CREEK, ON THE TOP OF THE SOUTHWEST CORNER OF THE
 LY0368'PARAPET, 4 YARDS WEST OF THE SOUTH TRACK, AND ABOUT 1-1/2
 LY0368'FEET LOWER THAN THE TRACK.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6020 ***********************************************************************
 KV6020  DESIGNATION -  195
 KV6020  PID         -  KV6020
 KV6020  STATE/COUNTY-  NJ/MERCER
 KV6020  USGS QUAD   -  TRENTON EAST (1981)
 KV6020
 KV6020                         *CURRENT SURVEY CONTROL
 KV6020  ___________________________________________________________________
 KV6020* NAD 83(1986)-  40 12 46.     (N)    074 44 24.     (W)     SCALED    
 KV6020* NAVD 88     -        16.807  (meters)      55.14   (feet)  ADJUSTED  
 KV6020  ___________________________________________________________________
 KV6020  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV6020  DYNAMIC HT  -          16.800 (meters)      55.12  (feet)  COMP
 KV6020  MODELED GRAV-     980,181.5   (mgal)                       NAVD 88
 KV6020
 KV6020  VERT ORDER  -  FIRST     CLASS I
 KV6020
 KV6020.The horizontal coordinates were scaled from a topographic map and have
 KV6020.an estimated accuracy of +/- 6 seconds.
 KV6020
 KV6020.The orthometric height was determined by differential leveling
 KV6020.and adjusted by the National Geodetic Survey in June 1991..
 KV6020
 KV6020.The geoid height was determined by GEOID03.
 KV6020
 KV6020.The dynamic height is computed by dividing the NAVD 88
 KV6020.geopotential number by the normal gravity value computed on the
 KV6020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6020.degrees latitude (g = 980.6199 gals.).
 KV6020
 KV6020.The modeled gravity was interpolated from observed gravity values.
 KV6020
 KV6020;                    North         East    Units  Estimated Accuracy
 KV6020;SPC NJ       -   153,170.      129,570.      MT  (+/- 180 meters Scaled)
 KV6020
 KV6020                          SUPERSEDED SURVEY CONTROL
 KV6020
 KV6020  NGVD 29 (01/10/92)   17.134  (m)           56.21   (f) ADJUSTED    1 1
 KV6020
 KV6020.Superseded values are not recommended for survey control.
 KV6020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6020.See file dsdata.txt to determine how the superseded data were derived.
 KV6020
 KV6020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK221514(NAD 83)
 KV6020_MARKER: DD = SURVEY DISK
 KV6020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6020_SP_SET: CONCRETE POST
 KV6020_STAMPING: 195  56.232
 KV6020_MARK LOGO: NJGS  
 KV6020_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6020+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1988
 KV6020
 KV6020  HISTORY     - Date     Condition        Report By
 KV6020  HISTORY     - 1935     MONUMENTED       NJGS
 KV6020  HISTORY     - 19881111 GOOD             NJGS
 KV6020
 KV6020                          STATION DESCRIPTION
 KV6020
 KV6020'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6020'IN TRENTON, ON THE NORTHWEST CORNER OF CHAMBERS STREET AND ROEBLING
 KV6020'AVENUE, LOCATED IN THE GUTTERLINE IN A ROUND MONUMENT BOX, 5.6 M
 KV6020'(18.4 FT) SOUTH OF POLE NUMBER 61789, 0.5 M (1.6 FT) SOUTHEAST OF THE
 KV6020'CURBLINE OF ROEBLING AVENUE, 1.3 M (4.3 FT) SOUTHEAST OF THE SOUTHEAST
 KV6020'CORNER OF A ELECTRICAL JUNCTION BOX, 3.1 M (10.2 FT) EAST OF A TRAFFIC
 KV6020'SIGNAL BASE, SET 0.04 M (0.1 FT) BELOW THE LID OF THE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6798 ***********************************************************************
 KV6798  DESIGNATION -  1955
 KV6798  PID         -  KV6798
 KV6798  STATE/COUNTY-  NJ/MERCER
 KV6798  USGS QUAD   -  PENNINGTON (1995)
 KV6798
 KV6798                         *CURRENT SURVEY CONTROL
 KV6798  ___________________________________________________________________
 KV6798* NAD 83(1996)-  40 16 16.13386(N)    074 46 59.59852(W)     ADJUSTED  
 KV6798* NAVD 88     -        35.8    (meters)     117.     (feet)  GPS OBS   
 KV6798  ___________________________________________________________________
 KV6798  X           -   1,279,104.197 (meters)                     COMP
 KV6798  Y           -  -4,702,442.651 (meters)                     COMP
 KV6798  Z           -   4,101,005.011 (meters)                     COMP
 KV6798  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 KV6798  ELLIP HEIGHT-           2.46  (meters)          (10/23/02) GPS OBS
 KV6798  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KV6798
 KV6798  HORZ ORDER  -  FIRST
 KV6798  ELLP ORDER  -  FOURTH    CLASS I
 KV6798
 KV6798.The horizontal coordinates were established by GPS observations
 KV6798.and adjusted by the National Geodetic Survey in May 1999..
 KV6798
 KV6798.The orthometric height was determined by GPS observations and a
 KV6798.high-resolution geoid model.
 KV6798
 KV6798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6798
 KV6798.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6798
 KV6798.The ellipsoidal height was determined by GPS observations
 KV6798.and is referenced to NAD 83.
 KV6798
 KV6798.The geoid height was determined by GEOID03.
 KV6798
 KV6798;                    North         East     Units Scale Factor Converg.
 KV6798;SPC NJ       -   159,657.438   125,912.923   MT  0.99990714   -0 10 59.1
 KV6798;SPC NJ       -   523,809.44    413,099.31   sFT  0.99990714   -0 10 59.1
 KV6798;SPC PA S     -   108,368.002   852,283.276   MT  0.99996439   +1 55 29.4
 KV6798;SPC PA S     -   355,537.35  2,796,199.38   sFT  0.99996439   +1 55 29.4
 KV6798;UTM  18      - 4,457,875.272   518,430.730   MT  0.99960418   +0 08 24.5
 KV6798
 KV6798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6798!SPC NJ       -   0.99999961  x   0.99990714  =   0.99990675
 KV6798!SPC PA S     -   0.99999961  x   0.99996439  =   0.99996400
 KV6798!UTM  18      -   0.99999961  x   0.99960418  =   0.99960379
 KV6798
 KV6798                          SUPERSEDED SURVEY CONTROL
 KV6798
 KV6798  ELLIP H (05/14/99)    2.49   (m)                       GP(       ) 4 1
 KV6798  NAD 83(1986)-  40 16 16.13253(N)    074 46 59.60082(W) AD(       ) 1
 KV6798  NGVD 29 (09/20/93)   36.1    (m)          118.     (f) GPS OBS        
 KV6798
 KV6798.Superseded values are not recommended for survey control.
 KV6798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6798.See file dsdata.txt to determine how the superseded data were derived.
 KV6798
 KV6798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1843157875(NAD 83)
 KV6798_MARKER: DD = SURVEY DISK
 KV6798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6798_SP_SET: CONCRETE POST
 KV6798_STAMPING: 1955
 KV6798_MARK LOGO: NJGS  
 KV6798_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6798+STABILITY: SURFACE MOTION
 KV6798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6798+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 KV6798
 KV6798  HISTORY     - Date     Condition        Report By
 KV6798  HISTORY     - 1963     MONUMENTED       NJGS
 KV6798  HISTORY     - 19900419 GOOD             NJGS
 KV6798  HISTORY     - 19930505 GOOD             NJGS
 KV6798  HISTORY     - 20050809 GOOD             ACT
 KV6798
 KV6798                          STATION DESCRIPTION
 KV6798
 KV6798'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6798'THE STATION IS LOCATED IN EWING TOWNSHIP, ON THE WEST SIDE OF
 KV6798'PENNINGTON ROAD, STATE HIGHWAY 31, AT ITS JUNCTION WITH CARLTON
 KV6798'AVENUE.  TO REACH THE STATION FROM THE JUNCTION OF OLDEN AVENUE AND
 KV6798'PENNINGTON ROAD, STATE HIGHWAY 31, IN EWING TOWNSHIP, GO 1.5 MI
 KV6798'(2.4 KM) NORTH ON STATE HIGHWAY 31 TO CARLTON AVENUE AND THE STATION
 KV6798'ON THE LEFT.  THE STATION IS ON THE GROUNDS OF THE TRINITY METHODIST
 KV6798'CHURCH, OPPOSITE THE TRENTON STATE COLLEGE CAMPUS PENNINGTON AVENUE
 KV6798'ENTRANCE.  THE STATION IS 65.8 FT (20.1 M) SOUTH OF THE CARLTON
 KV6798'AVENUE CENTERLINE, 11.75 FT (3.58 M) WEST OF THE ROUTE 31 CURBLINE,
 KV6798'11.8 M (38.7 FT) SOUTHWEST OF A SEWER MANHOLE, 38.0 FT (11.6 M) SOUTH
 KV6798'SOUTHWEST OF POLE NUMBER 60248, 58.3 FT (17.8 M) NORTH OF POLE NUMBER
 KV6798'60247 AND 91.8 FT (28.0 M) SOUTHEAST OF POLE NUMBER 2081.  THE
 KV6798'STATION IS 0.1 M (0.3 FT) BELOW THE GROUND.
 KV6798
 KV6798                          STATION RECOVERY (1993)
 KV6798
 KV6798'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6798'RECOVERED IN GOOD CONDITION.
 KV6798
 KV6798                          STATION RECOVERY (2005)
 KV6798
 KV6798'RECOVERY NOTE BY ACT ENGINEERS INCORPORATED 2005 (PD)
 KV6798'RECOVERED AS DESCRIBED
 KV6798'THE GROWTH OF A LARGE MAPLE TREE NEAR THE MONUMENT HAS RENDERED THE
 KV6798'MONUMENT UNUSABLE FOR ADEQUATE GPS OBSERVATIONS.  ELEVATION MASK IS
 KV6798'NOW +/- 70 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6009 ***********************************************************************
 KV6009  DESIGNATION -  1957
 KV6009  PID         -  KV6009
 KV6009  STATE/COUNTY-  NJ/MERCER
 KV6009  USGS QUAD   -  TRENTON WEST (1995)
 KV6009
 KV6009                         *CURRENT SURVEY CONTROL
 KV6009  ___________________________________________________________________
 KV6009* NAD 83(1986)-  40 11 52.     (N)    074 45 25.     (W)     SCALED    
 KV6009* NAVD 88     -        13.182  (meters)      43.25   (feet)  ADJUSTED  
 KV6009  ___________________________________________________________________
 KV6009  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV6009  DYNAMIC HT  -          13.177 (meters)      43.23  (feet)  COMP
 KV6009  MODELED GRAV-     980,182.4   (mgal)                       NAVD 88
 KV6009
 KV6009  VERT ORDER  -  FIRST     CLASS I
 KV6009
 KV6009.The horizontal coordinates were scaled from a topographic map and have
 KV6009.an estimated accuracy of +/- 6 seconds.
 KV6009
 KV6009.The orthometric height was determined by differential leveling
 KV6009.and adjusted by the National Geodetic Survey in June 1991..
 KV6009
 KV6009.The geoid height was determined by GEOID03.
 KV6009
 KV6009.The dynamic height is computed by dividing the NAVD 88
 KV6009.geopotential number by the normal gravity value computed on the
 KV6009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6009.degrees latitude (g = 980.6199 gals.).
 KV6009
 KV6009.The modeled gravity was interpolated from observed gravity values.
 KV6009
 KV6009;                    North         East    Units  Estimated Accuracy
 KV6009;SPC NJ       -   151,500.      128,120.      MT  (+/- 180 meters Scaled)
 KV6009
 KV6009                          SUPERSEDED SURVEY CONTROL
 KV6009
 KV6009  NGVD 29 (01/10/92)   13.505  (m)           44.31   (f) ADJUSTED    1 1
 KV6009
 KV6009.Superseded values are not recommended for survey control.
 KV6009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6009.See file dsdata.txt to determine how the superseded data were derived.
 KV6009
 KV6009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK206497(NAD 83)
 KV6009_MARKER: DD = SURVEY DISK
 KV6009_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6009_SP_SET: SIDEWALK
 KV6009_STAMPING: 1957
 KV6009_MARK LOGO: NJGS  
 KV6009_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6009+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1988
 KV6009
 KV6009  HISTORY     - Date     Condition        Report By
 KV6009  HISTORY     - 1948     MONUMENTED       NJGS
 KV6009  HISTORY     - 19880811 GOOD             NJGS
 KV6009  HISTORY     - 20010525 MARK NOT FOUND   NJGS
 KV6009
 KV6009                          STATION DESCRIPTION
 KV6009
 KV6009'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6009'IN TRENTON, LOCATED  AT THE NORTHEAST CORNER OF LALOR AND CENTER
 KV6009'STREETS, 2.8 M (9.2 FT) SOUTHEAST OF POLE NUMBER 63791, 3.4 M
 KV6009'(11.2 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE MAIN ENTRANCE DOOR
 KV6009'TO THE CORNER INN, 1.45 M (4.8 FT) NORTHWEST OF A DRILL HOLE IN A CURB
 KV6009'AND 1.2 M (3.9 FT) SOUTHEAST OF ANOTHER DRILL HOLE IN THE CURB, SET
 KV6009'FLUSH WITH THE SIDEWALK.
 KV6009
 KV6009                          STATION RECOVERY (2001)
 KV6009
 KV6009'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 KV6009'THE STATION WAS NOT RECOVERED AT THIS TIME.  NEW SIDEWALK CONSTRUCTION
 KV6009' 
 KV6009'WAS DONE IN THE AREA.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6658 ***********************************************************************
 KV6658  DESIGNATION -  1958
 KV6658  PID         -  KV6658
 KV6658  STATE/COUNTY-  NJ/BURLINGTON
 KV6658  USGS QUAD   -  BRISTOL (1981)
 KV6658
 KV6658                         *CURRENT SURVEY CONTROL
 KV6658  ___________________________________________________________________
 KV6658* NAD 83(1986)-  40 04 16.     (N)    074 51 37.     (W)     SCALED    
 KV6658* NAVD 88     -         1.727  (meters)       5.67   (feet)  ADJUSTED  
 KV6658  ___________________________________________________________________
 KV6658  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV6658  DYNAMIC HT  -           1.726 (meters)       5.66  (feet)  COMP
 KV6658  MODELED GRAV-     980,193.6   (mgal)                       NAVD 88
 KV6658
 KV6658  VERT ORDER  -  FIRST     CLASS II
 KV6658
 KV6658.The horizontal coordinates were scaled from a topographic map and have
 KV6658.an estimated accuracy of +/- 6 seconds.
 KV6658
 KV6658.The orthometric height was determined by differential leveling
 KV6658.and adjusted by the National Geodetic Survey in March 2001..
 KV6658
 KV6658.The geoid height was determined by GEOID03.
 KV6658
 KV6658.The dynamic height is computed by dividing the NAVD 88
 KV6658.geopotential number by the normal gravity value computed on the
 KV6658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6658.degrees latitude (g = 980.6199 gals.).
 KV6658
 KV6658.The modeled gravity was interpolated from observed gravity values.
 KV6658
 KV6658;                    North         East    Units  Estimated Accuracy
 KV6658;SPC NJ       -   137,470.      119,270.      MT  (+/- 180 meters Scaled)
 KV6658
 KV6658                          SUPERSEDED SURVEY CONTROL
 KV6658
 KV6658  NAVD 88 (01/25/94)    1.730  (m)            5.68   (f) UNKNOWN     1 2
 KV6658  NGVD 29 (01/10/92)    2.052  (m)            6.73   (f) ADJUSTED    1 2
 KV6658
 KV6658.Superseded values are not recommended for survey control.
 KV6658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6658.See file dsdata.txt to determine how the superseded data were derived.
 KV6658
 KV6658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK119356(NAD 83)
 KV6658_MARKER: DD = SURVEY DISK
 KV6658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6658_SP_SET: CONCRETE POST
 KV6658_STAMPING: 1958
 KV6658_MARK LOGO: NJGS  
 KV6658_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6658+STABILITY: SURFACE MOTION
 KV6658_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6658+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1998
 KV6658
 KV6658  HISTORY     - Date     Condition        Report By
 KV6658  HISTORY     - UNK      MONUMENTED       NJGS
 KV6658  HISTORY     - 19910611 GOOD             NJGS
 KV6658  HISTORY     - 19980528 GOOD             NJGS
 KV6658
 KV6658                          STATION DESCRIPTION
 KV6658
 KV6658'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6658'THE STATION IS LOCATED IN THE CITY OF BURLINGTON ON THE SOUTH SIDE OF
 KV6658'THE SOUTHBOUND LANES OF U.S. HIGHWAY 130.  TO REACH THE STATION FROM
 KV6658'THE INTERSECTION OF U.S. HIGHWAY 130 AND HIGH STREET, COUNTY ROAD
 KV6658'541, GO SOUTHWEST ON U.S. HIGHWAY 130 FOR 0.25 MI (0.40 KM) TO THE
 KV6658'STATION ON THE LEFT SET IN THE GRASS MEDIAN JUST WEST OF A BRIDGE
 KV6658'CARRYING U.S. HIGHWAY 130 SOUTHBOUND LANES OVER TANNERS RUN,
 KV6658'STRUCTURE NUMBER 0317161.  THE STATION IS 0.75 M (2.46 FT) SOUTH OF
 KV6658'THE SOUTH CURBLINE OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 130, 0.80
 KV6658'M (2.62 FT) EAST OF THE NORTH LEG OF A SIGN READING BRISTOL BRIDGE
 KV6658'KEEP RIGHT ON THE SOUTH SIDE OF THE SOUTHBOUND LANES, 1.35 M (4.43
 KV6658'FT) EAST OF A SIGN READING BRISTOL BRIDGE KEEP RIGHT ON THE SOUTH
 KV6658'SIDE OF THE SOUTHBOUND LANES, 17.9 M (58.7 FT) NORTHWEST OF STATION A
 KV6658'76 1974 ON TOP OF THE SOUTHWEST WINGWALL, 13.7 M (44.9 FT) NORTHEAST
 KV6658'OF POLE 2319 AND 0.2 M (0.7 FT) BELOW THE GROUND.
 KV6658
 KV6658                          STATION RECOVERY (1998)
 KV6658
 KV6658'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV6658'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6657 ***********************************************************************
 KV6657  DESIGNATION -  1960
 KV6657  PID         -  KV6657
 KV6657  STATE/COUNTY-  NJ/BURLINGTON
 KV6657  USGS QUAD   -  BRISTOL (1981)
 KV6657
 KV6657                         *CURRENT SURVEY CONTROL
 KV6657  ___________________________________________________________________
 KV6657* NAD 83(1986)-  40 04 29.     (N)    074 50 54.     (W)     SCALED    
 KV6657* NAVD 88     -         3.042  (meters)       9.98   (feet)  ADJUSTED  
 KV6657  ___________________________________________________________________
 KV6657  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV6657  DYNAMIC HT  -           3.040 (meters)       9.97  (feet)  COMP
 KV6657  MODELED GRAV-     980,193.9   (mgal)                       NAVD 88
 KV6657
 KV6657  VERT ORDER  -  FIRST     CLASS II
 KV6657
 KV6657.The horizontal coordinates were scaled from a topographic map and have
 KV6657.an estimated accuracy of +/- 6 seconds.
 KV6657
 KV6657.The orthometric height was determined by differential leveling
 KV6657.and adjusted by the National Geodetic Survey in January 1994..
 KV6657
 KV6657.The geoid height was determined by GEOID03.
 KV6657
 KV6657.The dynamic height is computed by dividing the NAVD 88
 KV6657.geopotential number by the normal gravity value computed on the
 KV6657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6657.degrees latitude (g = 980.6199 gals.).
 KV6657
 KV6657.The modeled gravity was interpolated from observed gravity values.
 KV6657
 KV6657;                    North         East    Units  Estimated Accuracy
 KV6657;SPC NJ       -   137,870.      120,290.      MT  (+/- 180 meters Scaled)
 KV6657
 KV6657                          SUPERSEDED SURVEY CONTROL
 KV6657
 KV6657  NGVD 29 (01/10/92)    3.362  (m)           11.03   (f) ADJUSTED    1 2
 KV6657
 KV6657.Superseded values are not recommended for survey control.
 KV6657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6657.See file dsdata.txt to determine how the superseded data were derived.
 KV6657
 KV6657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK129360(NAD 83)
 KV6657_MARKER: DD = SURVEY DISK
 KV6657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6657_SP_SET: CONCRETE POST
 KV6657_STAMPING: 1960
 KV6657_MARK LOGO: NJGS  
 KV6657_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6657+STABILITY: SURFACE MOTION
 KV6657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6657+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1991
 KV6657
 KV6657  HISTORY     - Date     Condition        Report By
 KV6657  HISTORY     - UNK      MONUMENTED       NJGS
 KV6657  HISTORY     - 19910611 GOOD             NJGS
 KV6657
 KV6657                          STATION DESCRIPTION
 KV6657
 KV6657'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6657'THE STATION IS LOCATED IN THE CITY OF BURLINGTON, JUST NORTHEAST OF
 KV6657'THE BRIDGE CARRYING THE SOUTHBOUND LANES OF U.S. HIGHWAY 130 OVER
 KV6657'THE ASSISCUNK CREEK.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV6657'HIGH STREET, COUNTY ROAD 541, AND THE NORTHBOUND LANES OF U.S.
 KV6657'HIGHWAY 130, GO 0.45 MI (0.72 KM) NORTHEAST ON U.S. HIGHWAY 130 TO
 KV6657'THE BRIDGE CROSSING THE ASSISCUNK CREEK TO THE STATION ON THE LEFT
 KV6657'ACROSS THE GRASS MEDIAN NEAR THE SOUTHBOUND LANES.  THE STATION IS
 KV6657'2.7 M (8.9 FT) SOUTH OF THE SOUTH CURBLINE OF THE SOUTHBOUND LANES OF
 KV6657'U.S. HIGHWAY 130, 20.8 M (68.2 FT) NORTHEAST OF POLE 1246 BC IN THE
 KV6657'CENTER OF THE GRASS MEDIAN, 0.5 M (1.6 FT) WEST OF THE SECOND WOOD
 KV6657'POST FROM THE EAST END OF THE GUARD RAIL ON THE SOUTH SIDE OF THE
 KV6657'SOUTHBOUND LANES, 31.3 M (102.7 FT) NORTHEAST OF STATION 853 9058
 KV6657'TIDAL C ON THE SOUTHEAST ABUTMENT OF THE ABANDONED U.S. HIGHWAY 130
 KV6657'NORTHBOUND LANES BRIDGE OVER THE ASSISCUNK CREEK AND 28.5 M (93.5 FT)
 KV6657'EAST OF THE SOUTHEAST CORNER OF THE EAST CONCRETE BRIDGE BALUSTRADE
 KV6657'ON THE SOUTH SIDE OF THE SOUTHBOUND LANES OF U.S. ROUTE 130 AND O.1
 KV6657'M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0004 ***********************************************************************
 KV0004  DESIGNATION -  19.7
 KV0004  PID         -  KV0004
 KV0004  STATE/COUNTY-  NJ/MIDDLESEX
 KV0004  USGS QUAD   -  PERTH AMBOY (1981)
 KV0004
 KV0004                         *CURRENT SURVEY CONTROL
 KV0004  ___________________________________________________________________
 KV0004* NAD 83(1986)-  40 30 02.     (N)    074 16 42.     (W)     SCALED    
 KV0004* NAVD 88     -         5.661  (meters)      18.57   (feet)  ADJUSTED  
 KV0004  ___________________________________________________________________
 KV0004  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV0004  DYNAMIC HT  -           5.659 (meters)      18.57  (feet)  COMP
 KV0004  MODELED GRAV-     980,216.6   (mgal)                       NAVD 88
 KV0004
 KV0004  VERT ORDER  -  FIRST     CLASS I
 KV0004
 KV0004.The horizontal coordinates were scaled from a topographic map and have
 KV0004.an estimated accuracy of +/- 6 seconds.
 KV0004
 KV0004.The orthometric height was determined by differential leveling
 KV0004.and adjusted by the National Geodetic Survey in June 1991..
 KV0004
 KV0004.The geoid height was determined by GEOID03.
 KV0004
 KV0004.The dynamic height is computed by dividing the NAVD 88
 KV0004.geopotential number by the normal gravity value computed on the
 KV0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0004.degrees latitude (g = 980.6199 gals.).
 KV0004
 KV0004.The modeled gravity was interpolated from observed gravity values.
 KV0004
 KV0004;                    North         East    Units  Estimated Accuracy
 KV0004;SPC NJ       -   185,110.      168,790.      MT  (+/- 180 meters Scaled)
 KV0004
 KV0004                          SUPERSEDED SURVEY CONTROL
 KV0004
 KV0004  NGVD 29 (04/16/92)    5.962  (m)           19.56   (f) ADJUSTED    1 1
 KV0004
 KV0004.Superseded values are not recommended for survey control.
 KV0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0004.See file dsdata.txt to determine how the superseded data were derived.
 KV0004
 KV0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK611835(NAD 83)
 KV0004_MARKER: Q = CHISELED SQUARE
 KV0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0004_SP_SET: BRIDGE COPING
 KV0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0004
 KV0004  HISTORY     - Date     Condition        Report By
 KV0004  HISTORY     - 1933     MONUMENTED       CGS
 KV0004  HISTORY     - 1952     GOOD             CGS
 KV0004  HISTORY     - 1965     GOOD             CGS
 KV0004
 KV0004                          STATION DESCRIPTION
 KV0004
 KV0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0004'AT PERTH AMBOY.
 KV0004'AT PERTH AMBOY, AT THE NORTH END OF THE NEW YORK AND LONG BRANCH
 KV0004'RAILROAD BRIDGE OVER RARITAN RIVER, A 1 1/2-INCH OUTLINE SQUARE ON
 KV0004'THE TOP OF THE NORTHEAST CORNER AT NORTH END OF MASONRY COPING,
 KV0004'7 FEET EAST OF EAST RAIL AND ABOUT LEVEL WITH TRACK.
 KV0004
 KV0004                          STATION RECOVERY (1965)
 KV0004
 KV0004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1008 ***********************************************************************
 KV1008  DESIGNATION -  19.78 NJGS
 KV1008  PID         -  KV1008
 KV1008  STATE/COUNTY-  NJ/BURLINGTON
 KV1008  USGS QUAD   -  BEVERLY (1973)
 KV1008
 KV1008                         *CURRENT SURVEY CONTROL
 KV1008  ___________________________________________________________________
 KV1008* NAD 83(1986)-  40 02 17.     (N)    074 57 39.     (W)     SCALED    
 KV1008* NAVD 88     -         5.782  (meters)      18.97   (feet)  POSTED    
 KV1008  ___________________________________________________________________
 KV1008  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV1008  DYNAMIC HT  -           5.780 (meters)      18.96  (feet)  COMP
 KV1008  MODELED GRAV-     980,191.2   (mgal)                       NAVD 88
 KV1008
 KV1008  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KV1008
 KV1008.The horizontal coordinates were scaled from a topographic map and have
 KV1008.an estimated accuracy of +/- 6 seconds.
 KV1008
 KV1008.The orthometric height was determined by differential leveling
 KV1008.and adjusted by the National Geodetic Survey in 1992..
 KV1008.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KV1008.rate of 0.0 thru 1.0 mm/km.
 KV1008
 KV1008.The geoid height was determined by GEOID03.
 KV1008
 KV1008.The dynamic height is computed by dividing the NAVD 88
 KV1008.geopotential number by the normal gravity value computed on the
 KV1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1008.degrees latitude (g = 980.6199 gals.).
 KV1008
 KV1008.The modeled gravity was interpolated from observed gravity values.
 KV1008
 KV1008;                    North         East    Units  Estimated Accuracy
 KV1008;SPC NJ       -   133,840.      110,670.      MT  (+/- 180 meters Scaled)
 KV1008
 KV1008                          SUPERSEDED SURVEY CONTROL
 KV1008
 KV1008  NGVD 29 (??/??/??)    6.143  (m)           20.15   (f) ADJUSTED    1 2
 KV1008
 KV1008.Superseded values are not recommended for survey control.
 KV1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1008.See file dsdata.txt to determine how the superseded data were derived.
 KV1008
 KV1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK033319(NAD 83)
 KV1008_MARKER: X = CHISELED CROSS
 KV1008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1008_SP_SET: DOORSILL
 KV1008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1008
 KV1008  HISTORY     - Date     Condition        Report By
 KV1008  HISTORY     - 1924     MONUMENTED       NJGS
 KV1008  HISTORY     - 1956     MARK NOT FOUND   CGS
 KV1008  HISTORY     - 19940812 MARK NOT FOUND   USPSQD
 KV1008
 KV1008                          STATION DESCRIPTION
 KV1008
 KV1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1008'AT RIVERSIDE.
 KV1008'AT RIVERSIDE, BURLINGTON COUNTY, AT THE OFFICES AND KNITTING MILL
 KV1008'OF THE W.F. TAUBEL, INC., AT THE SCOTT STREET CORNER ENTRANCE,
 KV1008'AND ON THE OUTER CORNER AT THE EAST END OF THE BROWNSTONE
 KV1008'DOORSILL.  A CHISELED CROSS.  NOTE-- THE DOOR SILL HAS BEEN WORN
 KV1008'DOWN SMOOTH AFTER SO MANY YEARS OF USE AND MAY POSSIBLY HAVE
 KV1008'BEEN OBLITERATED.
 KV1008
 KV1008                          STATION RECOVERY (1994)
 KV1008
 KV1008'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE6168 ***********************************************************************
 DE6168  PACS        -  This is a Primary Airport Control Station.
 DE6168  DESIGNATION -  1N4 A
 DE6168  PID         -  DE6168
 DE6168  STATE/COUNTY-  NJ/CAPE MAY
 DE6168  USGS QUAD   -  WOODBINE (1972)
 DE6168
 DE6168                         *CURRENT SURVEY CONTROL
 DE6168  ___________________________________________________________________
 DE6168* NAD 83(1996)-  39 13 02.75623(N)    074 47 44.91749(W)     ADJUSTED  
 DE6168* NAVD 88     -         8.63   (meters)      28.3    (feet)  GPS OBS   
 DE6168  ___________________________________________________________________
 DE6168  X           -   1,297,682.334 (meters)                     COMP
 DE6168  Y           -  -4,774,884.493 (meters)                     COMP
 DE6168  Z           -   4,011,031.067 (meters)                     COMP
 DE6168  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 DE6168  ELLIP HEIGHT-         -26.03  (meters)          (01/21/03) GPS OBS
 DE6168  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 DE6168
 DE6168  HORZ ORDER  -  B
 DE6168  ELLP ORDER  -  FIRST     CLASS I
 DE6168
 DE6168.This mark is at Woodbine Airport (1N4)
 DE6168
 DE6168.The horizontal coordinates were established by GPS observations
 DE6168.and adjusted by the National Geodetic Survey in July 2002..
 DE6168
 DE6168.The orthometric height was determined by GPS observations and a
 DE6168.high-resolution geoid model.
 DE6168
 DE6168.GPS derived orthometric heights for airport stations designated as
 DE6168.PACS or SACS are published to 2 decimal places.  This maintains
 DE6168.centimeter relative accuracy between the PACS and SACS.  It does
 DE6168.not indicate centimeter accuracy relative to other marks which are
 DE6168.part of the NAVD 88 network.
 DE6168
 DE6168.Photographs are available for this station.
 DE6168
 DE6168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6168
 DE6168.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6168
 DE6168.The ellipsoidal height was determined by GPS observations
 DE6168.and is referenced to NAD 83.
 DE6168
 DE6168.The geoid height was determined by GEOID03.
 DE6168
 DE6168;                    North         East     Units Scale Factor Converg.
 DE6168;SPC NJ       -    42,678.544   124,456.152   MT  0.99990803   -0 11 13.3
 DE6168;SPC NJ       -   140,021.19    408,319.89   sFT  0.99990803   -0 11 13.3
 DE6168;UTM  18      - 4,340,925.588   517,626.899   MT  0.99960383   +0 07 44.8
 DE6168
 DE6168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6168!SPC NJ       -   1.00000408  x   0.99990803  =   0.99991211
 DE6168!UTM  18      -   1.00000408  x   0.99960383  =   0.99960791
 DE6168
 DE6168:                Primary Azimuth Mark                     Grid Az
 DE6168:SPC NJ       -  WOODBINE PRIMARY PAIR 1                  357 51 38.2
 DE6168:UTM  18      -  WOODBINE PRIMARY PAIR 1                  357 32 40.1
 DE6168
 DE6168|---------------------------------------------------------------------|
 DE6168| PID    Reference Object                     Distance      Geod. Az  |
 DE6168|                                                           dddmmss.s |
 DE6168| JU4033 WOODBINE PRIMARY PAIR 1             484.302 METERS 3574024.9 |
 DE6168|---------------------------------------------------------------------|
 DE6168
 DE6168                          SUPERSEDED SURVEY CONTROL
 DE6168
 DE6168  ELLIP H (07/11/02)  -26.05   (m)                       GP(       ) 1 1
 DE6168
 DE6168.Superseded values are not recommended for survey control.
 DE6168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6168.See file dsdata.txt to determine how the superseded data were derived.
 DE6168
 DE6168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1762740926(NAD 83)
 DE6168_MARKER: F = FLANGE-ENCASED ROD
 DE6168_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE6168_STAMPING: 1N4 A 2001
 DE6168_MARK LOGO: NGS   
 DE6168_PROJECTION: FLUSH
 DE6168_MAGNETIC: I = MARKER IS A STEEL ROD
 DE6168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6168+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2001
 DE6168_ROD/PIPE-DEPTH: 24.6 meters
 DE6168_SLEEVE-DEPTH  : 0.9 meters
 DE6168
 DE6168  HISTORY     - Date     Condition        Report By
 DE6168  HISTORY     - 2001     MONUMENTED       NGS
 DE6168  HISTORY     - 20011020 GOOD             NGS
 DE6168
 DE6168                          STATION DESCRIPTION
 DE6168
 DE6168'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 DE6168'THE STATION IS LOCATED ABOUT 3.0 KM SOUTHEAST OF WOODBINE AT THE
 DE6168'WOODBINE MUNICIPAL
 DE6168'AIRPORT.  IN THE SOUTH PART OF A TRIANGLE FORMED BY THE 2 RUNWAYS
 DE6168'AND A TAXIWAY AND
 DE6168'NORTH OF RUNWAY END 1, ABOUT 200 M SOUTH-SOUTHWEST OF THE WIND
 DE6168'TEE.
 DE6168' 
 DE6168'OWNERSHIP--WOODBINE PORT AUTHORITY 660 HENRY DECINQUE
 DE6168'BOULEVARD, WOODBINE, NJ.  08270
 DE6168'AIRPORT MANAGER IS JAMES J. TOLAND PHONE 609-861-3595
 DE6168' 
 DE6168'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS 550 AND
 DE6168'557 (WASHINGTON AVE.) ,
 DE6168'GO SOUTHEAST FOR 3.0 KM ON ROAD 550 TO THE AIRPORT ENTRANCE ROAD
 DE6168'ON THE RIGHT.  TURN
 DE6168'RIGHT, SOUTHWEST FOR 0.6 KM ON THE ENTRANCE ROAD TO THE AIRPORT
 DE6168'AND A GATE, AIRPORT
 DE6168'OFFICE IS IN A SMALL HOUSE TO THE LEFT OF THE GATE.  PASS THROUGH
 DE6168'THE GATE, SOUTHWEST
 DE6168'FOR 0.55 KM CROSSING THE APRON AND ON CONNECTOR TAXIWAY ACROSS
 DE6168'RUNWAY 12-30 TO A
 DE6168'GRASS AREA.  CONTINUE SOUTH THEN SOUTHWEST FOR ABOUT 0.64 KM TO
 DE6168'THE STATION.
 DE6168' 
 DE6168'NOTE--THE DATUM POINT IS A PUNCH MARK IN THE TOP CENTER OF A
 DE6168'STAINLESS STEEL ROD RECESSED
 DE6168'ABOUT 10 CM BELOW THE GROUND SURFACE AND DRIVEN TO A DEPTH OF
 DE6168'24.6 M, IN A GREASE FILLED
 DE6168'SLEEVE 0.9 M LONG, ENCASED IN A 5 INCH PVC PIPE WITH NGS LOGO CAP
 DE6168'SURROUNDED BY CONCRETE
 DE6168'AND FLUSH WITH THE GROUND SURFACE.
 DE6168' 
 DE6168'STATION IS 133.0 M NORTHWEST OF THE NORTHWEST EDGE OF A TAXIWAY,
 DE6168'66.2 M EAST OF THE EAST
 DE6168'EDGE OF RUNWAY 1-19, 41.3 M SOUTHEAST OF A 4 INCH METAL PIPE POST
 DE6168'PROJECTING ABOUT 3 FEET
 DE6168'ABOVE THE GROUND, 13.7 M EAST-SOUTHEAST OF THE NORTHEAST 1 OF 8 1
 DE6168'INCH BOLTS IN AN
 DE6168'ABANDONED 4 X 6 FOOT CONCRETE FOUNDATION, 1.2 M WEST OF A WITNESS
 DE6168'POST, AND THE STATION
 DE6168'IS ABOUT 0.3 M ABOVE THE RUNWAY LEVEL.
 DE6168' 
 DE6168'NOTE--THIS STATION IS THE PRIMARY AIRPORT CONTROL STATION, (PACS).
 DE6168' 
 DE6168'
 DE6168
 DE6168                          STATION RECOVERY (2001)
 DE6168
 DE6168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 DE6168'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6992 ***********************************************************************
 KV6992  DESIGNATION -  1R 94
 KV6992  PID         -  KV6992
 KV6992  STATE/COUNTY-  NJ/OCEAN
 KV6992  USGS QUAD   -  LAKEWOOD (1989)
 KV6992
 KV6992                         *CURRENT SURVEY CONTROL
 KV6992  ___________________________________________________________________
 KV6992* NAD 83(1996)-  40 03 55.76276(N)    074 09 43.08353(W)     ADJUSTED  
 KV6992* NAVD 88     -        13.7    (meters)      45.     (feet)  GPS OBS   
 KV6992  ___________________________________________________________________
 KV6992  X           -   1,334,031.826 (meters)                     COMP
 KV6992  Y           -  -4,702,452.073 (meters)                     COMP
 KV6992  Z           -   4,083,540.957 (meters)                     COMP
 KV6992  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 KV6992  ELLIP HEIGHT-         -19.20  (meters)          (10/23/02) GPS OBS
 KV6992  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV6992
 KV6992  HORZ ORDER  -  FIRST
 KV6992  ELLP ORDER  -  FOURTH    CLASS I
 KV6992
 KV6992.The horizontal coordinates were established by GPS observations
 KV6992.and adjusted by the National Geodetic Survey in May 1999..
 KV6992
 KV6992.The orthometric height was determined by GPS observations and a
 KV6992.high-resolution geoid model.
 KV6992
 KV6992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6992
 KV6992.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6992
 KV6992.The ellipsoidal height was determined by GPS observations
 KV6992.and is referenced to NAD 83.
 KV6992
 KV6992.The geoid height was determined by GEOID03.
 KV6992
 KV6992;                    North         East     Units Scale Factor Converg.
 KV6992;SPC NJ       -   136,840.093   178,835.436   MT  0.99991023   +0 13 03.3
 KV6992;SPC NJ       -   448,949.54    586,729.26   sFT  0.99991023   +0 13 03.3
 KV6992;UTM  18      - 4,435,362.393   571,466.247   MT  0.99966287   +0 32 22.0
 KV6992
 KV6992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6992!SPC NJ       -   1.00000301  x   0.99991023  =   0.99991324
 KV6992!UTM  18      -   1.00000301  x   0.99966287  =   0.99966588
 KV6992
 KV6992:                Primary Azimuth Mark                     Grid Az
 KV6992:SPC NJ       -  2R 94                                    314 22 49.9
 KV6992:UTM  18      -  2R 94                                    314 03 31.2
 KV6992
 KV6992|---------------------------------------------------------------------|
 KV6992| PID    Reference Object                     Distance      Geod. Az  |
 KV6992|                                                           dddmmss.s |
 KV6992| KV6993 2R 94                               APPROX. 0.5 KM 3143553.2 |
 KV6992|---------------------------------------------------------------------|
 KV6992
 KV6992                          SUPERSEDED SURVEY CONTROL
 KV6992
 KV6992  ELLIP H (05/14/99)  -19.22   (m)                       GP(       ) 4 1
 KV6992  NAD 83(1992)-  40 03 55.76081(N)    074 09 43.08570(W) AD(       ) 1
 KV6992  ELLIP H (04/25/94)  -19.12   (m)                       GP(       ) 3 1
 KV6992
 KV6992.Superseded values are not recommended for survey control.
 KV6992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6992.See file dsdata.txt to determine how the superseded data were derived.
 KV6992
 KV6992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7146635362(NAD 83)
 KV6992_MARKER: DD = SURVEY DISK
 KV6992_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6992_SP_SET: CONCRETE BRIDGE SIDEWALK
 KV6992_STAMPING: 1R 94
 KV6992_MARK LOGO: NJHA  
 KV6992_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6992+SATELLITE: SATELLITE OBSERVATIONS - December 09, 1993
 KV6992
 KV6992  HISTORY     - Date     Condition        Report By
 KV6992  HISTORY     - 1978     MONUMENTED       NJHA
 KV6992  HISTORY     - 19930513 GOOD
 KV6992  HISTORY     - 19931209 GOOD             NJGS
 KV6992  HISTORY     - 20030424 MARK NOT FOUND   AASCO
 KV6992
 KV6992                          STATION DESCRIPTION
 KV6992
 KV6992'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1978
 KV6992'THE STATION IS LOCATED IN LAKEWOOD TOWNSHIP ON THE WEST SIDEWALK OF
 KV6992'THE BRIDGE CARRYING CEDAR BRIDGE AVENUE OVER THE GARDEN SATAE PARKWAY
 KV6992'NORTHBOUND LANES AT ABOUT MILEPOINT 90.18.  TO REACH THE STATION FROM
 KV6992'THE GARDEN STATE PARKWAY SOUTHBOUND, EXIT AT INTERCHANGE 91, BEAR
 KV6992'RIGHT TOWARD LAKEWOOD AND BRICK TOWNSHIP, FROM THE INTERSECTION OF
 KV6992'THE EXIT RAMP AND BURNT TAVERN ROAD PROCEED STRAIT AHEAD SOUTH ON
 KV6992'LANES MILLS ROAD 1.4 MI (2.3 KM) TO ROUTE 88, AKA OCEAN AVENUE, TURN
 KV6992'RIGHT, GO 1.1 MI (1.8 KM) WEST TO THE INTERSECTION WITH NEW HAMPSHIRE
 KV6992'AVENUE, TURN LEFT, GO 0.7 MI (1.1 KM) TO CEDAR BRIDGE AVENUE, TURN
 KV6992'LEFT, GO 1.55 MI (2.49 KM) EAST ON CEDAR BRIDGE AVENUE TO THE STATION
 KV6992'ON THE RIGHT, SET FLUSH IN THE SIDEWALK AT THE EAST END OF THE
 KV6992'BRIDGE.  THE STATION IS 4.8 FT (1.5 M) SOUTH FROM THE JOINT IN THE
 KV6992'SIDEWALK AT THE SOUTH ABUTMENT AND 1.3 FT (0.4 M) WEST FROM THE WEST
 KV6992'CURB OF CEDAR BRIDGE AVENUE.
 KV6992
 KV6992                          STATION RECOVERY (1993)
 KV6992
 KV6992'RECOVERED 1993
 KV6992'RECOVERED IN GOOD CONDITION.
 KV6992
 KV6992                          STATION RECOVERY (1993)
 KV6992
 KV6992'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (FAC)
 KV6992'THE STATION IS LOCATED IN LAKEWOOD TOWNSHIP ON THE WEST SIDEWALK OF
 KV6992'THE BRIDGE CARRYING CEDAR BRIDGE AVENUE OVER THE GARDEN SATAE PARKWAY
 KV6992'NORTHBOUND LANES AT ABOUT MILEPOIMT 90.18.  TO REACH THE STATION FROM
 KV6992'THE GARDEN STATE PARKWAY SOUTHBOUND, EXIT AT INTERCHANGE 91, BEAR
 KV6992'RIGHT TOWARD LAKEWOOD AND BRICK TOWNSHIP, FROM THE INTERSECTION OF THE
 KV6992'EXIT RAMP AND BURNT TAVERN ROAD, PROCEED STRAIT AHEAD SOUTH ON LANES
 KV6992'MILLS ROAD 1.4 MI (2.3 KM) TO ROUTE 88, AKA OCEAN AVENUE, TURN RIGHT,
 KV6992'GO 1.1 MI (1.8 KM) WEST TO THE INTERSECTION WITH NEW HAMPSHIRE AVENUE,
 KV6992'TURN LEFT, GO 0.7 MI (1.1 KM) TO CEDAR BRIDGE AVENUE, TURN LEFT, GO
 KV6992'1.55 MI (2.49 KM) EAST ON CEDAR BRIDGE AVENUE TO THE STATION ON THE
 KV6992'RIGHT, SET FLUSH IN THE SIDEWALK AT THE EAST END OF THE BRIDGE.  THE
 KV6992'STATION IS 4.8 FT (1.5 M) SOUTH FROM THE JOINT IN THE SIDEWALK AT THE
 KV6992'SOUTH ABUTMENT AND 1.3 FT (0.4 M) WEST FROM THE WEST CURB OF CEDAR
 KV6992'BRIDGE AVENUE.
 KV6992
 KV6992                          STATION RECOVERY (2003)
 KV6992
 KV6992'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2003 (JAL)
 KV6992'POINT  DESTROYED BY BRIDGE REPLACEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6809 ***********************************************************************
 KV6809  DESIGNATION -  2 A 1
 KV6809  PID         -  KV6809
 KV6809  STATE/COUNTY-  NJ/BERGEN
 KV6809  USGS QUAD   -  HACKENSACK (1997)
 KV6809
 KV6809                         *CURRENT SURVEY CONTROL
 KV6809  ___________________________________________________________________
 KV6809* NAD 83(1996)-  40 55 04.02582(N)    074 03 41.00786(W)     ADJUSTED  
 KV6809* NAVD 88     -        23.2    (meters)      76.     (feet)  GPS OBS   
 KV6809  ___________________________________________________________________
 KV6809  X           -   1,325,410.874 (meters)                     COMP
 KV6809  Y           -  -4,641,019.194 (meters)                     COMP
 KV6809  Z           -   4,155,522.556 (meters)                     COMP
 KV6809  LAPLACE CORR-           7.14  (seconds)                    DEFLEC99
 KV6809  ELLIP HEIGHT-          -8.66  (meters)          (10/23/02) GPS OBS
 KV6809  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 KV6809
 KV6809  HORZ ORDER  -  FIRST
 KV6809  ELLP ORDER  -  FOURTH    CLASS I
 KV6809
 KV6809.The horizontal coordinates were established by GPS observations
 KV6809.and adjusted by the National Geodetic Survey in May 1999..
 KV6809
 KV6809.The orthometric height was determined by GPS observations and a
 KV6809.high-resolution geoid model.
 KV6809
 KV6809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6809
 KV6809.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6809
 KV6809.The ellipsoidal height was determined by GPS observations
 KV6809.and is referenced to NAD 83.
 KV6809
 KV6809.The geoid height was determined by GEOID03.
 KV6809
 KV6809;                    North         East     Units Scale Factor Converg.
 KV6809;SPC NJ       -   231,510.860   186,944.617   MT  0.99991679   +0 17 14.2
 KV6809;SPC NJ       -   759,548.55    613,334.13   sFT  0.99991679   +0 17 14.2
 KV6809;UTM  18      - 4,530,054.518   579,036.964   MT  0.99967688   +0 36 53.3
 KV6809
 KV6809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6809!SPC NJ       -   1.00000136  x   0.99991679  =   0.99991815
 KV6809!UTM  18      -   1.00000136  x   0.99967688  =   0.99967824
 KV6809
 KV6809                          SUPERSEDED SURVEY CONTROL
 KV6809
 KV6809  ELLIP H (05/14/99)   -8.67   (m)                       GP(       ) 4 1
 KV6809  NAD 83(1996)-  40 55 04.02574(N)    074 03 41.00792(W) AD(       ) 1
 KV6809  NAD 83(1996)-  40 55 04.02504(N)    074 03 41.00855(W) AD(       ) 1
 KV6809  NAD 83(1992)-  40 55 04.02159(N)    074 03 41.01014(W) AD(       ) 1
 KV6809  ELLIP H (04/30/95)   -8.69   (m)                       GP(       ) 3 2
 KV6809  NAD 83(1986)-  40 55 04.02436(N)    074 03 41.00954(W) AD(       ) 1
 KV6809
 KV6809.Superseded values are not recommended for survey control.
 KV6809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6809.See file dsdata.txt to determine how the superseded data were derived.
 KV6809
 KV6809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7903730055(NAD 83)
 KV6809_MARKER: DD = SURVEY DISK
 KV6809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6809_SP_SET: CONCRETE POST
 KV6809_STAMPING: 2 A 1 1992
 KV6809_MARK LOGO: NJGS  
 KV6809_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6809+STABILITY: SURFACE MOTION
 KV6809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6809+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1994
 KV6809
 KV6809  HISTORY     - Date     Condition        Report By
 KV6809  HISTORY     - 1992     MONUMENTED       NJGS
 KV6809  HISTORY     - 19940520 GOOD             NJGS
 KV6809
 KV6809                          STATION DESCRIPTION
 KV6809
 KV6809'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6809'THE STATION IS LOCATED IN THE BOROUGH OF PARAMUS AT THE SOUTHWEST
 KV6809'APPROACH OF THE BRIDGE CARRYING SPRING VALLEY ROAD OVER STATE HIGHWAY
 KV6809'4.  TO REACH THE STATION FROM THE JUNCTION OF THE GARDEN STATE
 KV6809'PARKWAY EXIT 161, AND STATE HIGHWAY 4, GO EAST ON STATE HIGHWAY 4 FOR
 KV6809'1.0 MI (1.6 KM) TO THE EXIT RAMP FOR SPRING VALLEY ROAD ON THE RIGHT.
 KV6809'TURN RIGHT AND GO 0.05 MI (0.08 KM) TO THE JUNCTION WITH BRIDGE
 KV6809'APPROACH ON THE LEFT. TURN LEFT AND GO NORTH FOR 0.1 MI (0.2 KM) ON
 KV6809'THE APPROACH TO THE STATION ON THE LEFT, SET BETWEEN THE CURB AND THE
 KV6809'METAL APPROACH GUIDE RAIL AT THE SOUTHWEST CORNER  OF THE SOUTHWEST
 KV6809'BRIDGE ABUTMENT.  THE STATION IS 0.85 M (2.79 FT) WEST FROM THE WEST
 KV6809'CURBLINE OF SPRING VALLEY ROAD, 5.65 M (18.54 FT) WEST FROM THE
 KV6809'CENTERLINE OF SPRING VALLEY ROAD, 1.55 M (5.09 FT) SOUTHEAST FROM THE
 KV6809'SOUTHEAST CORNER OF THE SOUTH END OF THE WEST CONCRETE BRIDGE
 KV6809'PARAPET, 0.70 M (2.30 FT) EAST FROM THE EAST FACE OF THE METAL
 KV6809'APPROACH GUIDE RAIL, 15.50 M (50.85 FT) SOUTH FROM THE CENTER OF THE
 KV6809'BRIDGE AND 1.30 M (4.27 FT) SOUTH OF THE SOUTH EDGE OF THE SOUTHWEST
 KV6809'CONCRETE BRIDGE SIDEWALK. THE STATION IS SET FLUSH WITH THE GROUND.
 KV6809
 KV6809                          STATION RECOVERY (1994)
 KV6809
 KV6809'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 KV6809'THE STATION IS LOCATED IN THE BOROUGH OF PARAMUS AT THE SOUTHWEST
 KV6809'APPROACH OF THE BRIDGE CARRYING SPRING VALLEY ROAD OVER STATE HIGHWAY
 KV6809'4.  TO REACH THE STATION FROM THE JUNCTION OF THE GARDEN STATE PARKWAY
 KV6809'EXIT 161, AND STATE HIGHWAY 4, GO EAST ON STATE HIGHWAY 4 FOR 1.0 MI
 KV6809'(1.6 KM) TO THE EXIT RAMP FOR SPRING VALLEY ROAD ON THE RIGHT. TURN
 KV6809'RIGHT AND GO 0.05 MI (0.08 KM) TO THE JUNCTION WITH BRIDGE APPROACH ON
 KV6809'THE LEFT. TURN LEFT AND GO NORTH FOR 0.1 MI (0.2 KM) ON THE APPROACH
 KV6809'TO THE STATION ON THE LEFT, SET BETWEEN THE CURB AND THE METAL
 KV6809'APPROACH GUIDE RAIL AT THE SOUTHWEST CORNER  OF THE SOUTHWEST BRIDGE
 KV6809'ABUTMENT.  THE STATION IS 0.85 M (2.79 FT) WEST FROM THE WEST CURBLINE
 KV6809'OF SPRING VALLEY ROAD, 5.65 M (18.54 FT) WEST FROM THE CENTERLINE OF
 KV6809'SPRING VALLEY ROAD, 1.55 M (5.09 FT) SOUTHEAST FROM THE SOUTHEAST
 KV6809'CORNER OF THE SOUTH END OF THE WEST CONCRETE BRIDGE PARAPET, 0.70 M
 KV6809'(2.30 FT) EAST FROM THE EAST FACE OF THE METAL APPROACH GUIDE RAIL,
 KV6809'15.50 M (50.85 FT) SOUTH FROM THE CENTER OF THE BRIDGE AND 1.30 M
 KV6809'(4.27 FT) SOUTH OF THE SOUTH EDGE OF THE SOUTHWEST CONCRETE BRIDGE
 KV6809'SIDEWALK. THE STATION IS SET FLUSH WITH THE GROUND. NAVD88 23.22 M
 KV6809'(76.18 FT) IS GPS DERIVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5226 ***********************************************************************
 AA5226  DESIGNATION -  2 A 2
 AA5226  PID         -  AA5226
 AA5226  STATE/COUNTY-  NJ/BERGEN
 AA5226  USGS QUAD   -  HACKENSACK (1997)
 AA5226
 AA5226                         *CURRENT SURVEY CONTROL
 AA5226  ___________________________________________________________________
 AA5226* NAD 83(1996)-  40 56 13.62975(N)    074 04 17.55182(W)     ADJUSTED  
 AA5226* NAVD 88     -        15.5    (meters)      51.     (feet)  GPS OBS   
 AA5226  ___________________________________________________________________
 AA5226  X           -   1,324,200.976 (meters)                     COMP
 AA5226  Y           -  -4,639,895.727 (meters)                     COMP
 AA5226  Z           -   4,157,139.722 (meters)                     COMP
 AA5226  LAPLACE CORR-           6.87  (seconds)                    DEFLEC99
 AA5226  ELLIP HEIGHT-         -16.41  (meters)          (10/23/02) GPS OBS
 AA5226  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 AA5226
 AA5226  HORZ ORDER  -  FIRST
 AA5226  ELLP ORDER  -  FOURTH    CLASS I
 AA5226
 AA5226.The horizontal coordinates were established by GPS observations
 AA5226.and adjusted by the National Geodetic Survey in May 1999..
 AA5226
 AA5226.The orthometric height was determined by GPS observations and a
 AA5226.high-resolution geoid model.
 AA5226
 AA5226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5226
 AA5226.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5226
 AA5226.The ellipsoidal height was determined by GPS observations
 AA5226.and is referenced to NAD 83.
 AA5226
 AA5226.The geoid height was determined by GEOID03.
 AA5226
 AA5226;                    North         East     Units Scale Factor Converg.
 AA5226;SPC NJ       -   233,653.553   186,079.056   MT  0.99991602   +0 16 50.7
 AA5226;SPC NJ       -   766,578.37    610,494.37   sFT  0.99991602   +0 16 50.7
 AA5226;UTM  18      - 4,532,191.713   578,159.378   MT  0.99967519   +0 36 30.2
 AA5226
 AA5226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5226!SPC NJ       -   1.00000257  x   0.99991602  =   0.99991859
 AA5226!UTM  18      -   1.00000257  x   0.99967519  =   0.99967776
 AA5226
 AA5226:                Primary Azimuth Mark                     Grid Az
 AA5226:SPC NJ       -  2 Y 1                                    170 00 03.3
 AA5226:UTM  18      -  2 Y 1                                    169 40 23.8
 AA5226
 AA5226|---------------------------------------------------------------------|
 AA5226| PID    Reference Object                     Distance      Geod. Az  |
 AA5226|                                                           dddmmss.s |
 AA5226| AA5225 2 Y 1                               APPROX. 0.6 KM 1701654.0 |
 AA5226|---------------------------------------------------------------------|
 AA5226
 AA5226                          SUPERSEDED SURVEY CONTROL
 AA5226
 AA5226  NAD 83(1996)-  40 56 13.62968(N)    074 04 17.55188(W) AD(       ) 1
 AA5226  NAD 83(1996)-  40 56 13.62913(N)    074 04 17.55244(W) AD(       ) 1
 AA5226  NAD 83(1992)-  40 56 13.62518(N)    074 04 17.55413(W) AD(       ) 1
 AA5226  NAD 83(1992)-  40 56 13.62853(N)    074 04 17.55355(W) AD(       ) 1
 AA5226  ELLIP H (04/30/95)  -16.45   (m)                       GP(       ) 3 2
 AA5226
 AA5226.Superseded values are not recommended for survey control.
 AA5226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5226.See file dsdata.txt to determine how the superseded data were derived.
 AA5226
 AA5226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7815932192(NAD 83)
 AA5226_MARKER: DD = SURVEY DISK
 AA5226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5226_STAMPING: 2 A 2 1994
 AA5226_MARK LOGO: NJGS  
 AA5226_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5226+STABILITY: SURFACE MOTION
 AA5226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5226+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA5226
 AA5226  HISTORY     - Date     Condition        Report By
 AA5226  HISTORY     - 1994     MONUMENTED       NJGS
 AA5226
 AA5226                          STATION DESCRIPTION
 AA5226
 AA5226'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA5226'THE STATION IS LOCATED IN THE BOROUGH OF PARAMUS ON THE WEST SIDE OF
 AA5226'THE SOUTHBOUND LANES OF STATE ROUTE 17, JUST NORTH FROM THE JUNCTION
 AA5226'OF THE EXIT RAMP LEADING FROM THE SOUTHBOUND LANES OF THE GARDEN STATE
 AA5226'PARKWAY ONTO THE SOUTHBOUND LANES OF STATE ROUTE 17 AT INTERCHANGE
 AA5226'163.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 4 AND 17,
 AA5226'GO NORTH ON STATE ROUTE 17 FOR 2.0 MI (3.2 KM) TO THE JUNCTION WITH
 AA5226'MIDLAND AVENUE.  TAKE THE EXIT FOR MIDLAND AVENUE WESTBOUND AND FOLLOW
 AA5226'THE RAMP AROUND TO THE RIGHT, CROSSING OVER STATE ROUTE 17 TO THE
 AA5226'ENTRANCE RAMP LEADING TO STATE ROUTE 17 SOUTHBOUND LANES.  GO SOUTH ON
 AA5226'STATE ROUTE 17 FOR 1.0 MI (1.6 KM) TO THE STATION ON THE RIGHT.  THE
 AA5226'STATION IS 21.8 M (71.5 FT) WEST FROM AND NORMAL TO THE WEST CURB OF
 AA5226'THE SOUTHBOUND LANES OF STATE ROUTE 17, 23.3 M (76.4 FT) NORTHWEST
 AA5226'FROM AN INLET SET FLUSH WITH THE GROUND, 24.8 M (81.4 FT) NORTHWEST
 AA5226'FROM A TRAFFIC SIGN FOR THE PARAMUS POLICE AHEAD, 37.3 M (122.4 FT)
 AA5226'SOUTHWEST FROM A UTILITY POLE WITH NO NUMBER, BUT IS MARKED  BM 10 EL
 AA5226'52.75, 28.1 M (92.2 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF AN
 AA5226'ELECTRICAL CONTROL BOX ON THE EAST SIDE OF THE GARDEN STATE PARKWAY
 AA5226'RAMP AND 33.4 M (109.6 FT) SOUTHEAST FROM THE SOUTH COLUMN OF THE EAST
 AA5226'PIER OF THE BRIDGE CARRYING THE GARDEN STATE PARKWAY NORTHBOUND OVER
 AA5226'THE EXIT RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6810 ***********************************************************************
 KV6810  DESIGNATION -  2 B 1
 KV6810  PID         -  KV6810
 KV6810  STATE/COUNTY-  NJ/BERGEN
 KV6810  USGS QUAD   -  HACKENSACK (1997)
 KV6810
 KV6810                         *CURRENT SURVEY CONTROL
 KV6810  ___________________________________________________________________
 KV6810* NAD 83(1996)-  40 55 11.37688(N)    074 04 06.77621(W)     ADJUSTED  
 KV6810* NAVD 88     -        25.7    (meters)      84.     (feet)  GPS OBS   
 KV6810  ___________________________________________________________________
 KV6810  X           -   1,324,790.818 (meters)                     COMP
 KV6810  Y           -  -4,641,043.732 (meters)                     COMP
 KV6810  Z           -   4,155,695.545 (meters)                     COMP
 KV6810  LAPLACE CORR-           7.03  (seconds)                    DEFLEC99
 KV6810  ELLIP HEIGHT-          -6.16  (meters)          (10/23/02) GPS OBS
 KV6810  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KV6810
 KV6810  HORZ ORDER  -  FIRST
 KV6810  ELLP ORDER  -  FOURTH    CLASS I
 KV6810
 KV6810.The horizontal coordinates were established by GPS observations
 KV6810.and adjusted by the National Geodetic Survey in May 1999..
 KV6810
 KV6810.The orthometric height was determined by GPS observations and a
 KV6810.high-resolution geoid model.
 KV6810
 KV6810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6810
 KV6810.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6810
 KV6810.The ellipsoidal height was determined by GPS observations
 KV6810.and is referenced to NAD 83.
 KV6810
 KV6810.The geoid height was determined by GEOID03.
 KV6810
 KV6810;                    North         East     Units Scale Factor Converg.
 KV6810;SPC NJ       -   231,734.605   186,340.580   MT  0.99991625   +0 16 57.4
 KV6810;SPC NJ       -   760,282.62    611,352.39   sFT  0.99991625   +0 16 57.4
 KV6810;UTM  18      - 4,530,274.753   578,431.803   MT  0.99967571   +0 36 36.5
 KV6810
 KV6810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6810!SPC NJ       -   1.00000097  x   0.99991625  =   0.99991722
 KV6810!UTM  18      -   1.00000097  x   0.99967571  =   0.99967668
 KV6810
 KV6810                          SUPERSEDED SURVEY CONTROL
 KV6810
 KV6810  NAD 83(1996)-  40 55 11.37680(N)    074 04 06.77627(W) AD(       ) 1
 KV6810  NAD 83(1996)-  40 55 11.37612(N)    074 04 06.77691(W) AD(       ) 1
 KV6810  NAD 83(1992)-  40 55 11.37264(N)    074 04 06.77846(W) AD(       ) 1
 KV6810  ELLIP H (04/30/95)   -6.20   (m)                       GP(       ) 3 2
 KV6810  NAD 83(1986)-  40 55 11.37548(N)    074 04 06.77801(W) AD(       ) 1
 KV6810
 KV6810.Superseded values are not recommended for survey control.
 KV6810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6810.See file dsdata.txt to determine how the superseded data were derived.
 KV6810
 KV6810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7843230275(NAD 83)
 KV6810_MARKER: DD = SURVEY DISK
 KV6810_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6810_SP_SET: BRIDGE SIDEWALK
 KV6810_STAMPING: 2 B 1 1992
 KV6810_MARK LOGO: NJGS  
 KV6810_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6810+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1994
 KV6810
 KV6810  HISTORY     - Date     Condition        Report By
 KV6810  HISTORY     - 1992     MONUMENTED       NJGS
 KV6810  HISTORY     - 19940520 GOOD             NJGS
 KV6810
 KV6810                          STATION DESCRIPTION
 KV6810
 KV6810'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6810'THE STATION IS LOCATED IN THE BOROUGH OF PARAMUS AND SET IN THE
 KV6810'NORTHEAST CONCRETE SIDEWALK OF THE BRIDGE CARRYING FAIRVIEW AVENUE
 KV6810'OVER STATE HIGHWAY 4.  TO REACH THE STATION FROM THE JUNCTION OF THE
 KV6810'GARDEN STATE PARKWAY, EXIT 161 AND STATE HIGHWAY 4, GO EAST ON STATE
 KV6810'HIGHWAY 4 FOR 1.0 MI (1.6 KM) TO THE EXIT RAMP FOR SPRING VALLEY ROAD
 KV6810'ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON SPRING VALLEY ROAD FOR
 KV6810'0.2 MI (0.3 KM) TO A TRAFFIC LIGHT AT THE INTERSECTION OF SPRING
 KV6810'VALLEY ROAD.  TURN RIGHT AND GO NORTHWEST ON SPRING VALLEY ROAD FOR
 KV6810'0.35 MI (0.56 KM) TO THE JUNCTION WITH FAIRVIEW AVENUE.  TURN RIGHT
 KV6810'AND GO 0.10 MI (0.16 KM) NORTHEAST ON FAIRVIEW AVENUE TO THE BRIDGE
 KV6810'AND THE STATION ON THE RIGHT.  THE STATION IS 1.0 M (3.3 FT)
 KV6810'SOUTHEAST FROM THE EAST STEEL FACE CURB ANGLE, 14.1 M (46.3 FT)
 KV6810'NORTHEAST FROM POLE NUMBER 64449 PRS, 5.50 M (18.04 FT) SOUTHEAST FROM
 KV6810'THE CENTERLINE OF FAIRVIEW AVENUE AND 18.4 M (60.4 FT) SOUTHWEST FROM
 KV6810'A STREET SIGN FOR ROUTE 4 AND FAIRVIEW AVENUE.  THE STATION IS SET
 KV6810'FLUSH WITH THE SIDEWALK.
 KV6810
 KV6810                          STATION RECOVERY (1994)
 KV6810
 KV6810'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 KV6810'THE STATION IS LOCATED IN THE BOROUGH OF PARAMUS AND SET IN THE
 KV6810'NORTHEAST CONCRETE SIDEWALK OF THE BRIDGE CARRYING FAIRVIEW AVENUE
 KV6810'OVER STATE HIGHWAY 4.  TO REACH THE STATION FROM THE JUNCTION OF THE
 KV6810'GARDEN STATE PARKWAY, EXIT 161 AND STATE HIGHWAY 4, GO EAST ON STATE
 KV6810'HIGHWAY 4 FOR 1.0 MI (1.6 KM) TO THE EXIT RAMP FOR SPRING VALLEY ROAD
 KV6810'ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON SPRING VALLEY ROAD FOR
 KV6810'0.2 MI (0.3 KM) TO A TRAFFIC LIGHT AT THE INTERSECTION OF SPRING
 KV6810'VALLEY ROAD.  TURN RIGHT AND GO NORTHWEST ON SPRING VALLEY ROAD FOR
 KV6810'0.35 MI (0.56 KM) TO THE JUNCTION WITH FAIRVIEW AVENUE.  TURN RIGHT
 KV6810'AND GO 0.10 MI (0.16 KM) NORTHEAST ON FAIRVIEW AVENUE TO THE BRIDGE
 KV6810'AND THE STATION ON THE RIGHT.  THE STATION IS 1.0 M (3.3 FT) SOUTHEAST
 KV6810'FROM THE EAST STEEL FACE CURB ANGLE, 14.1 M (46.3 FT) NORTHEAST FROM
 KV6810'POLE NUMBER 64449 PRS, 5.50 M (18.04 FT) SOUTHEAST FROM THE CENTERLINE
 KV6810'OF FAIRVIEW AVENUE AND 18.4 M (60.4 FT) SOUTHWEST FROM A STREET SIGN
 KV6810'FOR ROUTE 4 AND FAIRVIEW AVENUE.  THE STATION IS SET FLUSH WITH THE
 KV6810'SIDEWALK.  NAVD88 25.75 M (84.48 FT) IS GPS DERIVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6811 ***********************************************************************
 KV6811  DESIGNATION -  2 C 1
 KV6811  PID         -  KV6811
 KV6811  STATE/COUNTY-  NJ/BERGEN
 KV6811  USGS QUAD   -  HACKENSACK (1997)
 KV6811
 KV6811                         *CURRENT SURVEY CONTROL
 KV6811  ___________________________________________________________________
 KV6811* NAD 83(1996)-  40 54 27.03898(N)    074 02 18.97394(W)     ADJUSTED  
 KV6811* NAVD 88     -         3.3    (meters)      11.     (feet)  GPS OBS   
 KV6811  ___________________________________________________________________
 KV6811  X           -   1,327,457.909 (meters)                     COMP
 KV6811  Y           -  -4,641,195.682 (meters)                     COMP
 KV6811  Z           -   4,154,647.315 (meters)                     COMP
 KV6811  LAPLACE CORR-           7.42  (seconds)                    DEFLEC99
 KV6811  ELLIP HEIGHT-         -28.52  (meters)          (10/23/02) GPS OBS
 KV6811  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV6811
 KV6811  HORZ ORDER  -  FIRST
 KV6811  ELLP ORDER  -  FOURTH    CLASS I
 KV6811
 KV6811.The horizontal coordinates were established by GPS observations
 KV6811.and adjusted by the National Geodetic Survey in May 1999..
 KV6811
 KV6811.The orthometric height was determined by GPS observations and a
 KV6811.high-resolution geoid model.
 KV6811
 KV6811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6811
 KV6811.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6811
 KV6811.The ellipsoidal height was determined by GPS observations
 KV6811.and is referenced to NAD 83.
 KV6811
 KV6811.The geoid height was determined by GEOID03.
 KV6811
 KV6811;                    North         East     Units Scale Factor Converg.
 KV6811;SPC NJ       -   230,379.879   188,870.036   MT  0.99991859   +0 18 07.7
 KV6811;SPC NJ       -   755,837.99    619,651.11   sFT  0.99991859   +0 18 07.7
 KV6811;SPC NY E     -   230,379.879   188,870.036   MT  0.99991859   +0 18 07.7
 KV6811;SPC NY E     -   755,837.99    619,651.11   sFT  0.99991859   +0 18 07.7
 KV6811;UTM  18      - 4,528,934.828   580,968.354   MT  0.99968069   +0 37 46.5
 KV6811
 KV6811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6811!SPC NJ       -   1.00000447  x   0.99991859  =   0.99992306
 KV6811!SPC NY E     -   1.00000447  x   0.99991859  =   0.99992306
 KV6811!UTM  18      -   1.00000447  x   0.99968069  =   0.99968516
 KV6811
 KV6811                          SUPERSEDED SURVEY CONTROL
 KV6811
 KV6811  ELLIP H (05/14/99)  -28.53   (m)                       GP(       ) 4 1
 KV6811  NAD 83(1996)-  40 54 27.03888(N)    074 02 18.97402(W) AD(       ) 1
 KV6811  NAD 83(1996)-  40 54 27.03802(N)    074 02 18.97493(W) AD(       ) 1
 KV6811  NAD 83(1992)-  40 54 27.03514(N)    074 02 18.97592(W) AD(       ) 1
 KV6811  NAD 83(1986)-  40 54 27.03747(N)    074 02 18.97579(W) AD(       ) 1
 KV6811
 KV6811.Superseded values are not recommended for survey control.
 KV6811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6811.See file dsdata.txt to determine how the superseded data were derived.
 KV6811
 KV6811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8096828935(NAD 83)
 KV6811_MARKER: DD = SURVEY DISK
 KV6811_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV6811_SP_SET: CONCRETE PAD
 KV6811_STAMPING: 2 C 1 1992
 KV6811_MARK LOGO: NJGS  
 KV6811_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6811+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KV6811
 KV6811  HISTORY     - Date     Condition        Report By
 KV6811  HISTORY     - 1992     MONUMENTED       NJGS
 KV6811  HISTORY     - 20020116 MARK NOT FOUND   INDIV
 KV6811
 KV6811                          STATION DESCRIPTION
 KV6811
 KV6811'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6811'THE STATION IS LOCATED IN THE CITY OF HACKENSACK ON THE GROUNDS OF THE
 KV6811'BERGEN COUNTY POLICE DEPARTMENT HEADQUARTERS, LOCATED ON THE
 KV6811'SOUTHEAST CORNER OF THE INTERSECTION OF ZABRISKIE STREET AND
 KV6811'KINDERKAMACK ROAD.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 KV6811'HIGHWAY 4 AND KINDERKAMACK ROAD, TAKE THE EXIT FOR KINDERKAMACK ROAD
 KV6811'AND GO SOUTHEAST ON MAIN STREET FOR 0.30 MI (0.48 KM) TO THE
 KV6811'INTERSECTION WITH ZABRISKIE STREET.  TURN LEFT AND GO 0.10 MI
 KV6811'(0.16 KM) TO THE JUNCTION WITH JOHNSON AVENUE.  CROSS JOHNSON AVENUE
 KV6811'AND CONTINUE AHEAD TO THE BERGEN COUNTY POLICE HEADQUARTERS AND THE
 KV6811'STATION ON THE LEFT, SET IN A CONCRETE SLAB IN THE PARKING LOT IN THE
 KV6811'REAR OF THE POLICE HEADQUARTERS.  THE STATION IS 7.95 M (26.08 FT)
 KV6811'WEST NORTHWEST FROM THE NORTHWEST WALL OF THE POLICE GARAGE, A ONE
 KV6811'STORY STUCCO BUILDING, 10.30 M (33.79 FT) NORTH FROM THE SOUTHWEST
 KV6811'CORNER OF THE POLICE GARAGE, A ONE STORY STUCCO BUILDING, 9.75 M
 KV6811'(31.99 FT) SOUTHEAST FROM A SIX FOOT HIGH CHAIN LINK FENCE ON THE
 KV6811'SOUTHEAST SIDE OF KINDERKAMACK ROAD, 0.25 M (0.82 FT) SOUTHEAST FROM
 KV6811'THE NORTHWEST EDGE OF THE CONCRETE SLAB, 2.5 M (8.2 FT) NORTHWEST
 KV6811'FROM THE SOUTHEAST EDGE OF THE SLAB, 4.15 M (13.62 FT) SOUTHWEST FROM
 KV6811'THE NORTHEAST EDGE OF THE SLAB, 4.95 M (16.24 FT) NORTHEAST FROM THE
 KV6811'SOUTHWEST EDGE OF THE SLAB AND 28.5 M (93.5 FT) NORTHEAST FROM THE
 KV6811'RADIO ANTENNA MAST IN THE REAR OF THE POLICE HEADQUARTERS BUILDING.
 KV6811'THE STATION IS SET FLUSH IN THE CONCRETE SLAB.
 KV6811
 KV6811                          STATION RECOVERY (2002)
 KV6811
 KV6811'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FP)
 KV6811'CONCRETE PAD WAS REMOVED AND REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0157 ***********************************************************************
 KV0157  DESIGNATION -  2 C OF P
 KV0157  PID         -  KV0157
 KV0157  STATE/COUNTY-  NJ/PASSAIC
 KV0157  USGS QUAD   -  PATERSON (1995)
 KV0157
 KV0157                         *CURRENT SURVEY CONTROL
 KV0157  ___________________________________________________________________
 KV0157* NAD 83(1986)-  40 55 06.     (N)    074 08 10.     (W)     SCALED    
 KV0157* NAVD 88     -        38.107  (meters)     125.02   (feet)  ADJUSTED  
 KV0157  ___________________________________________________________________
 KV0157  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV0157  DYNAMIC HT  -          38.092 (meters)     124.97  (feet)  COMP
 KV0157  MODELED GRAV-     980,220.6   (mgal)                       NAVD 88
 KV0157
 KV0157  VERT ORDER  -  FIRST     CLASS II
 KV0157
 KV0157.The horizontal coordinates were scaled from a topographic map and have
 KV0157.an estimated accuracy of +/- 6 seconds.
 KV0157
 KV0157.The orthometric height was determined by differential leveling
 KV0157.and adjusted by the National Geodetic Survey in June 1991..
 KV0157
 KV0157.The geoid height was determined by GEOID03.
 KV0157
 KV0157.The dynamic height is computed by dividing the NAVD 88
 KV0157.geopotential number by the normal gravity value computed on the
 KV0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0157.degrees latitude (g = 980.6199 gals.).
 KV0157
 KV0157.The modeled gravity was interpolated from observed gravity values.
 KV0157
 KV0157;                    North         East    Units  Estimated Accuracy
 KV0157;SPC NJ       -   231,540.      180,650.      MT  (+/- 180 meters Scaled)
 KV0157
 KV0157                          SUPERSEDED SURVEY CONTROL
 KV0157
 KV0157  NGVD 29 (??/??/??)   38.402  (m)          125.99   (f) ADJUSTED    1 2
 KV0157
 KV0157.Superseded values are not recommended for survey control.
 KV0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0157.See file dsdata.txt to determine how the superseded data were derived.
 KV0157
 KV0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL727300(NAD 83)
 KV0157_MARKER: B = BOLT
 KV0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0157_SP_SET: SIDEWALK
 KV0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0157
 KV0157  HISTORY     - Date     Condition        Report By
 KV0157  HISTORY     - 1933     MONUMENTED       NJ2510
 KV0157  HISTORY     - 1944     MARK NOT FOUND   CGS
 KV0157  HISTORY     - 20060527 MARK NOT FOUND   GEOCAC
 KV0157
 KV0157                          STATION DESCRIPTION
 KV0157
 KV0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV0157'AT PATERSON.
 KV0157'AT PATERSON, PASSAIC COUNTY, AT THE INTERSECTION OF BROADWAY
 KV0157'AND EAST THIRTY-NINTH STREET, AT THE CREST OF A LONG HILL ON
 KV0157'BROADWAY, 27 FEET NORTH OF THE CENTERLINE OF BROADWAY, 18 FEET
 KV0157'WEST OF THE CENTERLINE OF EAST THIRTY-NINTH STREET, AND IN THE
 KV0157'CONCRETE SIDEWALK.  A SQUARE-HEADED BOLT.
 KV0157
 KV0157                          STATION RECOVERY (2006)
 KV0157
 KV0157'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0157'THE SIDEWALK IS NEW.  THE BOLT IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0016 ***********************************************************************
 KV0016  DESIGNATION -  2 C OF PA
 KV0016  PID         -  KV0016
 KV0016  STATE/COUNTY-  NJ/MIDDLESEX
 KV0016  USGS QUAD   -  PERTH AMBOY (1981)
 KV0016
 KV0016                         *CURRENT SURVEY CONTROL
 KV0016  ___________________________________________________________________
 KV0016* NAD 83(1986)-  40 31 17.     (N)    074 16 35.     (W)     SCALED    
 KV0016* NAVD 88     -        34.849  (meters)     114.33   (feet)  ADJUSTED  
 KV0016  ___________________________________________________________________
 KV0016  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV0016  DYNAMIC HT  -          34.835 (meters)     114.29  (feet)  COMP
 KV0016  MODELED GRAV-     980,216.1   (mgal)                       NAVD 88
 KV0016
 KV0016  VERT ORDER  -  FIRST     CLASS I
 KV0016
 KV0016.The horizontal coordinates were scaled from a topographic map and have
 KV0016.an estimated accuracy of +/- 6 seconds.
 KV0016
 KV0016.The orthometric height was determined by differential leveling
 KV0016.and adjusted by the National Geodetic Survey in June 1991..
 KV0016
 KV0016.The geoid height was determined by GEOID03.
 KV0016
 KV0016.The dynamic height is computed by dividing the NAVD 88
 KV0016.geopotential number by the normal gravity value computed on the
 KV0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0016.degrees latitude (g = 980.6199 gals.).
 KV0016
 KV0016.The modeled gravity was interpolated from observed gravity values.
 KV0016
 KV0016;                    North         East    Units  Estimated Accuracy
 KV0016;SPC NJ       -   187,430.      168,950.      MT  (+/- 180 meters Scaled)
 KV0016
 KV0016                          SUPERSEDED SURVEY CONTROL
 KV0016
 KV0016  NGVD 29 (04/16/92)   35.155  (m)          115.34   (f) ADJUSTED    1 1
 KV0016
 KV0016.Superseded values are not recommended for survey control.
 KV0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0016.See file dsdata.txt to determine how the superseded data were derived.
 KV0016
 KV0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK612858(NAD 83)
 KV0016_MARKER: X = CHISELED CROSS
 KV0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0016_SP_SET: BUILDING
 KV0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0016
 KV0016  HISTORY     - Date     Condition        Report By
 KV0016  HISTORY     - 1933     MONUMENTED       NJ2570
 KV0016  HISTORY     - 1952     POOR             CGS
 KV0016  HISTORY     - 1965     GOOD             CGS
 KV0016  HISTORY     - 20010411 MARK NOT FOUND   USPSQD
 KV0016
 KV0016                          STATION DESCRIPTION
 KV0016
 KV0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0016'AT PERTH AMBOY.
 KV0016'AT PERTH AMBOY, AT THE CROSSING OF AMBOY AND HALL AVENUES, A CROSS
 KV0016'CUT IN THE 9TH COURSE OF BRICK ABOVE CONCRETE FOUNDATION IN NORTH
 KV0016'FACE AT NORTHEAST CORNER OF GARFIELD FIRE STATION, 1 INCH WEST
 KV0016'OF NORTHEAST CORNER AND ABOUT 5 FEET ABOVE SIDE WALK.  NOTE-- CROSS
 KV0016'IS ROUGHLY CUT SO THAT THERE IS NO DEFINITE POINT TO HOLD.  POINT
 KV0016'LEVELED TO WAS THE CENTER OF THE CROSS AS NEARLY AS IT COULD BE
 KV0016'DETERMINED.
 KV0016
 KV0016                          STATION RECOVERY (1965)
 KV0016
 KV0016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0016'RECOVERED IN GOOD CONDITION.
 KV0016
 KV0016                          STATION RECOVERY (2001)
 KV0016
 KV0016'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2901 ***********************************************************************
 LY2901  DESIGNATION -  2 D 1
 LY2901  PID         -  LY2901
 LY2901  STATE/COUNTY-  NJ/BERGEN
 LY2901  USGS QUAD   -  PARK RIDGE (1995)
 LY2901
 LY2901                         *CURRENT SURVEY CONTROL
 LY2901  ___________________________________________________________________
 LY2901* NAD 83(1996)-  41 03 45.17617(N)    074 05 55.09264(W)     ADJUSTED  
 LY2901* NAVD 88     -        76.4    (meters)     251.     (feet)  GPS OBS   
 LY2901  ___________________________________________________________________
 LY2901  X           -   1,319,515.479 (meters)                     COMP
 LY2901  Y           -  -4,631,776.835 (meters)                     COMP
 LY2901  Z           -   4,167,692.460 (meters)                     COMP
 LY2901  LAPLACE CORR-           5.03  (seconds)                    DEFLEC99
 LY2901  ELLIP HEIGHT-          44.57  (meters)          (10/23/02) GPS OBS
 LY2901  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 LY2901
 LY2901  HORZ ORDER  -  FIRST
 LY2901  ELLP ORDER  -  FOURTH    CLASS I
 LY2901
 LY2901.The horizontal coordinates were established by GPS observations
 LY2901.and adjusted by the National Geodetic Survey in May 1999..
 LY2901
 LY2901.The orthometric height was determined by GPS observations and a
 LY2901.high-resolution geoid model.
 LY2901
 LY2901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2901
 LY2901.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2901
 LY2901.The ellipsoidal height was determined by GPS observations
 LY2901.and is referenced to NAD 83.
 LY2901
 LY2901.The geoid height was determined by GEOID03.
 LY2901
 LY2901;                    North         East     Units Scale Factor Converg.
 LY2901;SPC NJ       -   247,570.825   183,733.484   MT  0.99991400   +0 15 49.1
 LY2901;SPC NJ       -   812,238.62    602,798.94   sFT  0.99991400   +0 15 49.1
 LY2901;SPC NY E     -   247,570.825   183,733.484   MT  0.99991400   +0 15 49.1
 LY2901;SPC NY E     -   812,238.62    602,798.94   sFT  0.99991400   +0 15 49.1
 LY2901;UTM  18      - 4,546,091.960   575,734.747   MT  0.99967059   +0 35 31.6
 LY2901
 LY2901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2901!SPC NJ       -   0.99999301  x   0.99991400  =   0.99990701
 LY2901!SPC NY E     -   0.99999301  x   0.99991400  =   0.99990701
 LY2901!UTM  18      -   0.99999301  x   0.99967059  =   0.99966360
 LY2901
 LY2901                          SUPERSEDED SURVEY CONTROL
 LY2901
 LY2901  ELLIP H (05/14/99)   44.58   (m)                       GP(       ) 4 1
 LY2901  NAD 83(1996)-  41 03 45.17615(N)    074 05 55.09267(W) AD(       ) 1
 LY2901  NAD 83(1996)-  41 03 45.17707(N)    074 05 55.09362(W) AD(       ) 1
 LY2901  NAD 83(1992)-  41 03 45.17686(N)    074 05 55.09374(W) AD(       ) 1
 LY2901  NAD 83(1986)-  41 03 45.17704(N)    074 05 55.09369(W) AD(       ) 1
 LY2901
 LY2901.Superseded values are not recommended for survey control.
 LY2901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2901.See file dsdata.txt to determine how the superseded data were derived.
 LY2901
 LY2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7573546092(NAD 83)
 LY2901_MARKER: DD = SURVEY DISK
 LY2901_SETTING: 66 = SET IN ROCK OUTCROP
 LY2901_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LY2901_STAMPING: 2 D 1 1992
 LY2901_MARK LOGO: NJGS  
 LY2901_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2901_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2901+STABILITY: POSITION/ELEVATION WELL
 LY2901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2901+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LY2901
 LY2901  HISTORY     - Date     Condition        Report By
 LY2901  HISTORY     - 1992     MONUMENTED       NJGS
 LY2901
 LY2901                          STATION DESCRIPTION
 LY2901
 LY2901'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 LY2901'THE STATION IS LOCATED IN THE BOROUGH OF UPPER SADDLE RIVER ON THE
 LY2901'NORTHWEST SIDE OF WEST UPPER SADDLE RIVER ROAD.  TO REACH THE STATION
 LY2901'FROM THE INTERSECTION OF GRAND AVENUE, COUNTY ROAD 2, AND THE RAMP
 LY2901'FROM THE GARDEN STATE PARKWAY AT EXIT 172, IN THE BOROUGH OF
 LY2901'MONTVALE, TURN LEFT AND GO 1.85 MI (2.98 KM) WEST ON GRAND AVENUE,
 LY2901'WHICH BECOMES LAKE STREET IN THE BOROUGH OF UPPER SADDLE RIVER, TO
 LY2901'THE INTERSECTION WITH WEST UPPER SADDLE RIVER ROAD.  TURN RIGHT AND
 LY2901'GO NORTH ON WEST UPPER SADDLE RIVER ROAD FOR 0.35 MI (0.56 KM) TO THE
 LY2901'STATION ON THE LEFT, SET FLUSH IN A ROCK OUTCROP IN A LAWN ADJACENT
 LY2901'TO A BASEBALL FIELD, NORTHWEST OF AND ACROSS THE ROAD FROM THE
 LY2901'BOROUGH HALL.  THE STATION IS 28.1 M (92.2 FT) WEST NORTHWEST FROM
 LY2901'THE CENTERLINE OF WEST UPPER SADDLE RIVER ROAD, 21.0 M (68.9 FT) EAST
 LY2901'NORTHEAST FROM THE EAST CORNER OF AN 8 FT (2.4 M) HIGH CHAIN LINK
 LY2901'FENCE FOR A BACKSTOP, 25.45 M (83.50 FT) SOUTHWEST FROM A FIRE
 LY2901'HYDRANT AT THE INTERSECTION OF WEST UPPER SADDLE RIVER ROAD AND AN
 LY2901'ENTRANCE DRIVE TO MUNICIPAL SCHOOL PROPERTY TO THE WEST, 31.2 M
 LY2901'(102.4 FT) SOUTHEAST FROM POWER POLE NUMBER 56457 38731 30K50K, 25.1
 LY2901'M (82.3 FT) SOUTHWEST FROM POWER POLE NUMBER 56492 38726 20090, 16.6
 LY2901'M (54.5 FT) EAST SOUTHEAST FROM A LONE 1 FT (0.3 M) DIAMETER SWEET
 LY2901'GUM TREE AND 22.5 M (73.8 FT) SOUTHEAST FROM THE SOUTH CURB OF THE
 LY2901'ENTRANCE DRIVE TO MUNICIPAL SCHOOL PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2902 ***********************************************************************
 LY2902  DESIGNATION -  2 E 1
 LY2902  PID         -  LY2902
 LY2902  STATE/COUNTY-  NJ/BERGEN
 LY2902  USGS QUAD   -  RAMSEY (1995)
 LY2902
 LY2902                         *CURRENT SURVEY CONTROL
 LY2902  ___________________________________________________________________
 LY2902* NAD 83(1996)-  41 03 19.84592(N)    074 08 30.11695(W)     ADJUSTED  
 LY2902* NAVD 88     -       103.350  (meters)     339.07   (feet)  ADJUSTED  
 LY2902  ___________________________________________________________________
 LY2902  X           -   1,316,179.737 (meters)                     COMP
 LY2902  Y           -  -4,633,280.418 (meters)                     COMP
 LY2902  Z           -   4,167,120.860 (meters)                     COMP
 LY2902  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 LY2902  ELLIP HEIGHT-          71.38  (meters)          (10/23/02) GPS OBS
 LY2902  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 LY2902  DYNAMIC HT  -         103.307 (meters)     338.93  (feet)  COMP
 LY2902  MODELED GRAV-     980,216.9   (mgal)                       NAVD 88
 LY2902
 LY2902  HORZ ORDER  -  FIRST
 LY2902  VERT ORDER  -  FIRST     CLASS II
 LY2902  ELLP ORDER  -  FOURTH    CLASS I
 LY2902
 LY2902.The horizontal coordinates were established by GPS observations
 LY2902.and adjusted by the National Geodetic Survey in May 1999..
 LY2902
 LY2902.The orthometric height was determined by differential leveling
 LY2902.and adjusted by the National Geodetic Survey in October 1996..
 LY2902
 LY2902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2902
 LY2902.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2902
 LY2902.The ellipsoidal height was determined by GPS observations
 LY2902.and is referenced to NAD 83.
 LY2902
 LY2902.The geoid height was determined by GEOID03.
 LY2902
 LY2902.The dynamic height is computed by dividing the NAVD 88
 LY2902.geopotential number by the normal gravity value computed on the
 LY2902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2902.degrees latitude (g = 980.6199 gals.).
 LY2902
 LY2902.The modeled gravity was interpolated from observed gravity values.
 LY2902
 LY2902;                    North         East     Units Scale Factor Converg.
 LY2902;SPC NJ       -   246,773.737   180,117.417   MT  0.99991116   +0 14 07.2
 LY2902;SPC NJ       -   809,623.50    590,935.23   sFT  0.99991116   +0 14 07.2
 LY2902;SPC NY E     -   246,773.737   180,117.417   MT  0.99991116   +0 14 07.2
 LY2902;SPC NY E     -   809,623.50    590,935.23   sFT  0.99991116   +0 14 07.2
 LY2902;UTM  18      - 4,545,274.357   572,124.194   MT  0.99966402   +0 33 49.5
 LY2902
 LY2902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2902!SPC NJ       -   0.99998880  x   0.99991116  =   0.99989996
 LY2902!SPC NY E     -   0.99998880  x   0.99991116  =   0.99989996
 LY2902!UTM  18      -   0.99998880  x   0.99966402  =   0.99965283
 LY2902
 LY2902                          SUPERSEDED SURVEY CONTROL
 LY2902
 LY2902  ELLIP H (05/14/99)   71.39   (m)                       GP(       ) 4 1
 LY2902  NAD 83(1996)-  41 03 19.84589(N)    074 08 30.11701(W) AD(       ) 1
 LY2902  ELLIP H (04/30/95)   71.30   (m)                       GP(       ) 3 2
 LY2902  NAD 83(1986)-  41 03 19.84682(N)    074 08 30.11806(W) AD(       ) 1
 LY2902
 LY2902.Superseded values are not recommended for survey control.
 LY2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2902.See file dsdata.txt to determine how the superseded data were derived.
 LY2902
 LY2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7212445274(NAD 83)
 LY2902_MARKER: DD = SURVEY DISK
 LY2902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2902_SP_SET: CONCRETE POST
 LY2902_STAMPING: 2 E 1 1992
 LY2902_MARK LOGO: NJGS  
 LY2902_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2902+STABILITY: SURFACE MOTION
 LY2902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2902+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1994
 LY2902
 LY2902  HISTORY     - Date     Condition        Report By
 LY2902  HISTORY     - 1992     MONUMENTED       NJGS
 LY2902  HISTORY     - 19940520 GOOD             NJGS
 LY2902  HISTORY     - 20020925 MARK NOT FOUND   INDIV
 LY2902
 LY2902                          STATION DESCRIPTION
 LY2902
 LY2902'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 LY2902'THE STATION IS LOCATED IN THE BOROUGH OF RAMSEY AT THE SOUTH END OF
 LY2902'THE CONCRETE PLATFORM OF THE NEW JERSEY TRANSIT RAILROAD STATION AT
 LY2902'RAMSEY, JUST WEST OF THE WEST TRACK.  TO REACH THE STATION FROM THE
 LY2902'INTERSECTION OF GRAND AVENUE, COUNTY ROAD 2 AND THE RAMP FROM THE
 LY2902'GARDEN STATE PARKWAY AT EXIT 172, IN THE BOROUGH OF MONTVALE, TURN
 LY2902'LEFT ON GRAND AVENUE AND GO 1.85 MI (2.98 KM) WEST ON GRAND AVENUE,
 LY2902'WHICH BECOMES LAKE STREET IN THE BOROUGH OF UPPER SADDLE RIVER, TO
 LY2902'THE INTERSECTION OF WEST UPPER SADDLE RIVER ROAD.  CONTINUE WEST ON
 LY2902'LAKE STREET FOR 1.75 MI (2.82 KM) TO THE JUNCTION WITH STATE HIGHWAY
 LY2902'17.  TURN LEFT ON STATE HIGHWAY 17 AND GO SOUTH FOR 0.2 MI (0.3 KM)
 LY2902'TO THE JUNCTION WITH LAKE STREET ON THE RIGHT.  BEAR TO THE RIGHT AND
 LY2902'CONTINUE WEST FOR 1.10 MI (1.77 KM) ON LAKE STREET, CROSSING THE
 LY2902'RAILROAD TRACKS, TO THE JUNCTION WITH SPRUCE STREET ON THE LEFT.
 LY2902'TURN LEFT ON SPRUCE STREET AND GO SOUTH FOR 0.10 MI (0.16 KM) TO THE
 LY2902'JUNCTION WITH CLEVELAND STREET ON THE LEFT.  TURN LEFT AND GO 0.10 MI
 LY2902'(0.16 KM) EAST, ENTERING THE TRAIN STATION PARKING LOT TO THE STATION
 LY2902'AHEAD ON THE LEFT, SET FLUSH WITH THE GROUND EAST OF THE EAST CURB OF
 LY2902'THE PARKING LOT AND NORTHEAST OF THE BOROUGH OF RAMSEY ROAD
 LY2902'DEPARTMENT GARAGE.  THE STATION IS 8.5 M (27.9 FT) WEST SOUTHWEST
 LY2902'FROM THE WEST RAIL OF THE WEST TRACK, 21.3 M (69.9 FT) NORTHEAST FROM
 LY2902'POLE NUMBER 55264 38448 WITH SEVERAL ELECTRIC TRANSFORMERS ATTACHED,
 LY2902'0.9 M (3.0 FT) EAST FROM THE EAST CURB OF THE PARKING LOT, 13.7 M
 LY2902'(44.9 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE CONCRETE
 LY2902'PLATFORM, 7.8 M (25.6 FT) NORTH FROM THE CENTERLINE EXTENDED OF
 LY2902'CLEVELAND STREET ENTERING THE PARKING LOT AND 11.7 M (38.4 FT) NORTH
 LY2902'FROM THE SOUTH END OF THE EAST CURB OF THE PARKING LOT.
 LY2902
 LY2902                          STATION RECOVERY (1994)
 LY2902
 LY2902'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 LY2902'THE STATION IS LOCATED IN THE BOROUGH OF RAMSEY AT THE SOUTH END OF
 LY2902'THE CONCRETE PLATFORM OF THE NEW JERSEY TRANSIT RAILROAD STATION AT
 LY2902'RAMSEY, JUST WEST OF THE WEST TRACK.  TO REACH THE STATION FROM THE
 LY2902'INTERSECTION OF GRAND AVENUE, COUNTY ROAD 2 AND THE RAMP FROM THE
 LY2902'GARDEN STATE PARKWAY AT EXIT 172, IN THE BOROUGH OF MONTVALE, TURN
 LY2902'LEFT ON GRAND AVENUE AND GO 1.85 MI (2.98 KM) WEST ON GRAND AVENUE,
 LY2902'WHICH BECOMES LAKE STREET IN THE BOROUGH OF UPPER SADDLE RIVER, TO THE
 LY2902'INTERSECTION OF WEST UPPER SADDLE RIVER ROAD.  CONTINUE WEST ON LAKE
 LY2902'STREET FOR 1.75 MI (2.82 KM) TO THE JUNCTION WITH STATE HIGHWAY 17.
 LY2902'TURN LEFT ON STATE HIGHWAY 17 AND GO SOUTH FOR 0.2 MI (0.3 KM) TO THE
 LY2902'JUNCTION WITH LAKE STREET ON THE RIGHT.  BEAR TO THE RIGHT AND
 LY2902'CONTINUE WEST FOR 1.10 MI (1.77 KM) ON LAKE STREET, CROSSING THE
 LY2902'RAILROAD TRACKS, TO THE JUNCTION WITH SPRUCE STREET ON THE LEFT. TURN
 LY2902'LEFT ON SPRUCE STREET AND GO SOUTH FOR 0.10 MI (0.16 KM) TO THE
 LY2902'JUNCTION WITH CLEVELAND STREET ON THE LEFT.  TURN LEFT AND GO 0.10 MI
 LY2902'(0.16 KM) EAST, ENTERING THE TRAIN STATION PARKING LOT TO THE STATION
 LY2902'AHEAD ON THE LEFT, SET FLUSH WITH THE GROUND EAST OF THE EAST CURB OF
 LY2902'THE PARKING LOT AND NORTHEAST OF THE BOROUGH OF RAMSEY ROAD DEPARTMENT
 LY2902'GARAGE.  THE STATION IS 8.5 M (27.9 FT) WEST SOUTHWEST FROM THE WEST
 LY2902'RAIL OF THE WEST TRACK, 21.3 M (69.9 FT) NORTHEAST FROM POLE NUMBER
 LY2902'55264 38448 WITH SEVERAL ELECTRIC TRANSFORMERS ATTACHED, 0.9 M (3.0
 LY2902'FT) EAST FROM THE EAST CURB OF THE PARKING LOT, 13.7 M (44.9 FT)
 LY2902'SOUTHEAST FROM THE SOUTHEAST CORNER OF THE CONCRETE PLATFORM, 7.8 M
 LY2902'(25.6 FT) NORTH FROM THE CENTERLINE EXTENDED OF CLEVELAND STREET
 LY2902'ENTERING THE PARKING LOT AND 11.7 M (38.4 FT) NORTH FROM THE SOUTH END
 LY2902'OF THE EAST CURB OF THE PARKING LOT.  NAVD88 103.33 M (339.01 FT) IS
 LY2902'GPS DERIVED.
 LY2902
 LY2902                          STATION RECOVERY (2002)
 LY2902
 LY2902'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 LY2902'NEW CONSTRUCTION OF HANDICAP RAMP IN AREA OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6812 ***********************************************************************
 KV6812  DESIGNATION -  2 F 1
 KV6812  PID         -  KV6812
 KV6812  STATE/COUNTY-  NJ/BERGEN
 KV6812  USGS QUAD   -  PATERSON (1995)
 KV6812
 KV6812                         *CURRENT SURVEY CONTROL
 KV6812  ___________________________________________________________________
 KV6812* NAD 83(1996)-  40 59 31.10190(N)    074 10 06.07075(W)     ADJUSTED  
 KV6812* NAVD 88     -       104.4    (meters)     343.     (feet)  GPS OBS   
 KV6812  ___________________________________________________________________
 KV6812  X           -   1,315,287.973 (meters)                     COMP
 KV6812  Y           -  -4,638,348.861 (meters)                     COMP
 KV6812  Z           -   4,161,797.807 (meters)                     COMP
 KV6812  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 KV6812  ELLIP HEIGHT-          72.32  (meters)          (10/23/02) GPS OBS
 KV6812  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KV6812
 KV6812  HORZ ORDER  -  FIRST
 KV6812  ELLP ORDER  -  FOURTH    CLASS I
 KV6812
 KV6812.The horizontal coordinates were established by GPS observations
 KV6812.and adjusted by the National Geodetic Survey in May 1999..
 KV6812
 KV6812.The orthometric height was determined by GPS observations and a
 KV6812.high-resolution geoid model.
 KV6812
 KV6812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6812
 KV6812.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6812
 KV6812.The ellipsoidal height was determined by GPS observations
 KV6812.and is referenced to NAD 83.
 KV6812
 KV6812.The geoid height was determined by GEOID03.
 KV6812
 KV6812;                    North         East     Units Scale Factor Converg.
 KV6812;SPC NJ       -   239,709.171   177,903.799   MT  0.99990958   +0 13 03.2
 KV6812;SPC NJ       -   786,445.84    583,672.71   sFT  0.99990958   +0 13 03.2
 KV6812;UTM  18      - 4,538,198.984   569,951.620   MT  0.99966022   +0 32 44.0
 KV6812
 KV6812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6812!SPC NJ       -   0.99998866  x   0.99990958  =   0.99989824
 KV6812!UTM  18      -   0.99998866  x   0.99966022  =   0.99964888
 KV6812
 KV6812                          SUPERSEDED SURVEY CONTROL
 KV6812
 KV6812  ELLIP H (05/14/99)   72.33   (m)                       GP(       ) 4 1
 KV6812  NAD 83(1996)-  40 59 31.10184(N)    074 10 06.07084(W) AD(       ) 1
 KV6812  ELLIP H (04/30/95)   72.28   (m)                       GP(       ) 3 2
 KV6812  NAD 83(1986)-  40 59 31.10107(N)    074 10 06.07229(W) AD(       ) 1
 KV6812
 KV6812.Superseded values are not recommended for survey control.
 KV6812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6812.See file dsdata.txt to determine how the superseded data were derived.
 KV6812
 KV6812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6995238199(NAD 83)
 KV6812_MARKER: DD = SURVEY DISK
 KV6812_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6812_SP_SET: CONCRETE SLAB IN A PARKING LOT
 KV6812_STAMPING: 2 F 1 1992
 KV6812_MARK LOGO: NJGS  
 KV6812_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6812+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1994
 KV6812
 KV6812  HISTORY     - Date     Condition        Report By
 KV6812  HISTORY     - 1992     MONUMENTED       NJGS
 KV6812  HISTORY     - 19940520 GOOD             NJGS
 KV6812
 KV6812                          STATION DESCRIPTION
 KV6812
 KV6812'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6812'THE STATION IS LOCATED IN THE BOROUGH OF WALDWICK ON THE GROUNDS OF
 KV6812'THE DWIGHT D. EISENHOWER SCHOOL, A ONE STORY BRICK BUILDING, ON THE
 KV6812'SOUTHEAST SIDE OF THE MAIN PARKING LOT IN FRONT OF THE SCHOOL,
 KV6812'NORTHEAST OF THE FLAGPOLE AT THE ENTRANCE TO THE SCHOOL AND WEST OF A
 KV6812'BASEBALL DIAMOND.  TO REACH THE STATION FROM THE INTERSECTION OF THE
 KV6812'BRIDGE CARRYING CEDAR HILL ROAD OVER STATE HIGHWAY 208, GO NORTHEAST
 KV6812'ON CEDAR HILL ROAD FOR 0.10 MI (0.16 KM) TO THE TEE JUNCTION WITH
 KV6812'JAMES WAY ON THE LEFT.  TURN LEFT AND GO NORTHWEST ON JAMES WAY FOR
 KV6812'0.25 MI (0.40 KM) TO THE INTERSECTION WITH PAINE ROAD ON THE RIGHT.
 KV6812'TURN RIGHT AND GO NORTHEAST ON PAINE ROAD FOR 0.15 MI (0.24 KM) TO
 KV6812'THE SCHOOL PARKING LOT AND STATION AHEAD, SET FLUSH IN A CONCRETE
 KV6812'SLAB FOR A SIDEWALK IN THE PARKING LOT.  THE STATION IS 21.7 M
 KV6812'(71.2 FT) EAST FROM THE CENTER OF THE FLAGPOLE IN FRONT OF THE SCHOOL
 KV6812'BUILDING, 0.8 M (2.6 FT) SOUTHWEST FROM THE EAST CURB OF THE PARKING
 KV6812'LOT, 1.10 M (3.61 FT) NORTH FROM AN INLET IN THE EAST CURB OF THE
 KV6812'PARKING LOT, 26.7 M (87.6 FT) SOUTHWEST FROM THE SOUTH CORNER OF AN 8
 KV6812'FT (2.4 M) HIGH CHAIN LINK FENCE SURROUNDING A TENNIS COURT AND 21.0
 KV6812'M (68.9 FT) NORTHEAST FROM THE NORTHEAST END OF THE SIDEWALK, AT THE
 KV6812'SOUTHEAST SIDE OF THE PARKING LOT.
 KV6812
 KV6812                          STATION RECOVERY (1994)
 KV6812
 KV6812'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 KV6812'THE STATION IS LOCATED IN THE BOROUGH OF WALDWICK ON THE GROUNDS OF
 KV6812'THE DWIGHT D. EISENHOWER SCHOOL, A ONE STORY BRICK BUILDING, ON THE
 KV6812'SOUTHEAST SIDE OF THE MAIN PARKING LOT IN FRONT OF THE SCHOOL,
 KV6812'NORTHEAST OF THE FLAGPOLE AT THE ENTRANCE TO THE SCHOOL AND WEST OF A
 KV6812'BASEBALL DIAMOND.  TO REACH THE STATION FROM THE INTERSECTION OF THE
 KV6812'BRIDGE CARRYING CEDAR HILL ROAD OVER STATE HIGHWAY 208, GO NORTHEAST
 KV6812'ON CEDAR HILL ROAD FOR 0.10 MI (0.16 KM) TO THE TEE JUNCTION WITH
 KV6812'JAMES WAY ON THE LEFT.  TURN LEFT AND GO NORTHWEST ON JAMES WAY FOR
 KV6812'0.25 MI (0.40 KM) TO THE INTERSECTION WITH PAINE ROAD ON THE RIGHT.
 KV6812'TURN RIGHT AND GO NORTHEAST ON PAINE ROAD FOR 0.15 MI (0.24 KM) TO THE
 KV6812'SCHOOL PARKING LOT AND STATION AHEAD, SET FLUSH IN A CONCRETE SLAB FOR
 KV6812'A SIDEWALK IN THE PARKING LOT.  THE STATION IS 21.7 M (71.2 FT) EAST
 KV6812'FROM THE CENTER OF THE FLAGPOLE IN FRONT OF THE SCHOOL BUILDING, 0.8 M
 KV6812'(2.6 FT) SOUTHWEST FROM THE EAST CURB OF THE PARKING LOT, 1.10 M (3.61
 KV6812'FT) NORTH FROM AN INLET IN THE EAST CURB OF THE PARKING LOT, 26.7 M
 KV6812'(87.6 FT) SOUTHWEST FROM THE SOUTH CORNER OF AN 8 FT (2.4 M) HIGH
 KV6812'CHAIN LINK FENCE SURROUNDING A TENNIS COURT AND 21.0 M (68.9 FT)
 KV6812'NORTHEAST FROM THE NORTHEAST END OF THE SIDEWALK, AT THE SOUTHEAST
 KV6812'SIDE OF THE PARKING LOT.  NAVD88 104.44 M (342.65 FT) IS GPS DERIVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6813 ***********************************************************************
 KV6813  DESIGNATION -  2 G 1
 KV6813  PID         -  KV6813
 KV6813  STATE/COUNTY-  NJ/BERGEN
 KV6813  USGS QUAD   -  HACKENSACK (1997)
 KV6813
 KV6813                         *CURRENT SURVEY CONTROL
 KV6813  ___________________________________________________________________
 KV6813* NAD 83(1996)-  40 57 09.74853(N)    074 05 32.96717(W)     ADJUSTED  
 KV6813* NAVD 88     -        20.9    (meters)      69.     (feet)  GPS OBS   
 KV6813  ___________________________________________________________________
 KV6813  X           -   1,322,194.604 (meters)                     COMP
 KV6813  Y           -  -4,639,292.464 (meters)                     COMP
 KV6813  Z           -   4,158,450.867 (meters)                     COMP
 KV6813  LAPLACE CORR-           6.45  (seconds)                    DEFLEC99
 KV6813  ELLIP HEIGHT-         -11.01  (meters)          (10/23/02) GPS OBS
 KV6813  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KV6813
 KV6813  HORZ ORDER  -  FIRST
 KV6813  ELLP ORDER  -  FOURTH    CLASS I
 KV6813
 KV6813.The horizontal coordinates were established by GPS observations
 KV6813.and adjusted by the National Geodetic Survey in May 1999..
 KV6813
 KV6813.The orthometric height was determined by GPS observations and a
 KV6813.high-resolution geoid model.
 KV6813
 KV6813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6813
 KV6813.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6813
 KV6813.The ellipsoidal height was determined by GPS observations
 KV6813.and is referenced to NAD 83.
 KV6813
 KV6813.The geoid height was determined by GEOID03.
 KV6813
 KV6813;                    North         East     Units Scale Factor Converg.
 KV6813;SPC NJ       -   235,376.107   184,306.960   MT  0.99991448   +0 16 01.6
 KV6813;SPC NJ       -   772,229.78    604,680.42   sFT  0.99991448   +0 16 01.6
 KV6813;UTM  18      - 4,533,903.689   576,377.890   MT  0.99967180   +0 35 41.4
 KV6813
 KV6813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6813!SPC NJ       -   1.00000173  x   0.99991448  =   0.99991621
 KV6813!UTM  18      -   1.00000173  x   0.99967180  =   0.99967353
 KV6813
 KV6813                          SUPERSEDED SURVEY CONTROL
 KV6813
 KV6813  ELLIP H (05/14/99)  -11.00   (m)                       GP(       ) 4 1
 KV6813  NAD 83(1996)-  40 57 09.74850(N)    074 05 32.96720(W) AD(       ) 1
 KV6813  NAD 83(1996)-  40 57 09.74829(N)    074 05 32.96745(W) AD(       ) 1
 KV6813  NAD 83(1992)-  40 57 09.74333(N)    074 05 32.96983(W) AD(       ) 1
 KV6813  ELLIP H (04/30/95)  -11.05   (m)                       GP(       ) 3 2
 KV6813  NAD 83(1986)-  40 57 09.74787(N)    074 05 32.96856(W) AD(       ) 1
 KV6813
 KV6813.Superseded values are not recommended for survey control.
 KV6813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6813.See file dsdata.txt to determine how the superseded data were derived.
 KV6813
 KV6813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7637833904(NAD 83)
 KV6813_MARKER: DD = SURVEY DISK
 KV6813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6813_SP_SET: CONCRETE POST
 KV6813_STAMPING: 2 G 1 1992
 KV6813_MARK LOGO: NJGS  
 KV6813_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6813+STABILITY: SURFACE MOTION
 KV6813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6813+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 KV6813
 KV6813  HISTORY     - Date     Condition        Report By
 KV6813  HISTORY     - 1992     MONUMENTED       NJGS
 KV6813  HISTORY     - 19940527 GOOD             NJGS
 KV6813  HISTORY     - 20060801 GOOD             MACDEL
 KV6813
 KV6813                          STATION DESCRIPTION
 KV6813
 KV6813'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6813'THE STATION IS LOCATED IN THE BOROUGH OF PARAMUS ON THE GROUNDS OF THE
 KV6813'BERGEN COUNTY COMMUNITY COLLEGE, LOCATED ON THE EAST SIDE OF PARAMUS
 KV6813'ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF THE GARDEN STATE
 KV6813'PARKWAY AND ORADELL ROAD AT EXIT 165, GO NORTHWEST ON RIDGEWOOD
 KV6813'AVENUE FOR 1.5 MI (2.4 KM) , CROSSING STATE HIGHWAY 17 TO THE
 KV6813'INTERSECTION WITH PARAMUS ROAD.  TURN LEFT AND GO SOUTH ON PARAMUS
 KV6813'ROAD FOR 1.3 MI (2.1 KM) TO THE JUGHANDLE ON THE RIGHT LEADING TO THE
 KV6813'BERGEN COUNTY COMMUNITY COLLEGE.  FOLLOW THE JUGHANDLE AND GO EAST
 KV6813'FOR 0.15 MI (0.24 KM) TO THE STATION AHEAD, SET IN THE SOUTHEAST
 KV6813'CORNER OF A TRAFFIC CIRCLE AT THE MAIN ENTRANCE TO THE COLLEGE
 KV6813'CAMPUS, JUST SOUTHEAST FROM A GROUP OF THREE FLAGPOLES AT THE CENTER
 KV6813'OF THE CIRCLE.  THE STATION IS 9.0 M (29.5 FT) NORTHWEST FROM AND
 KV6813'RADIAL TO THE NORTHWEST CURB OF THE TRAFFIC CIRCLE, 31.0 M
 KV6813'(101.7 FT) SOUTHEAST FROM THE CENTER FLAGPOLE OF A GROUP OF THREE
 KV6813'FLAGPOLES, 26.2 M (86.0 FT) EAST FROM THE CENTER OF THE VERTICAL
 KV6813'STEEL RECTANGULAR COLUMN OF A MODERN ART SCULPTURE OF DOMINOES, 30.8
 KV6813'M (101.0 FT) NORTHEAST FROM THE SOUTH END OF THE SOUTHERN MOST
 KV6813'HORIZONTAL STEEL RECTANGULAR BLOCK OF A MODERN ART SCULPTURE OF
 KV6813'DOMINOES, 17.5 M (57.4 FT) WEST FROM THE CONCRETE NOSING OF A CURB TO
 KV6813'A ROAD LEADING EAST OFF THE TRAFFIC CIRCLE, 27.10 M (88.91 FT) WEST
 KV6813'FROM LIGHT POLE NUMBER R38, 26.8 M (87.9 FT) SOUTHWEST FROM LIGHT
 KV6813'POLE NUMBER R40 AND 25.4 M (83.3 FT) NORTHWEST FROM LIGHT POLE NUMBER
 KV6813'R37.
 KV6813
 KV6813                          STATION RECOVERY (1994)
 KV6813
 KV6813'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 KV6813'THE STATION IS LOCATED IN THE BOROUGH OF PARAMUS ON THE GROUNDS OF THE
 KV6813'BERGEN COUNTY COMMUNITY COLLEGE, LOCATED ON THE EAST SIDE OF PARAMUS
 KV6813'ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF THE GARDEN STATE
 KV6813'PARKWAY AND ORADELL ROAD AT EXIT 165, GO NORTHWEST ON RIDGEWOOD AVENUE
 KV6813'FOR 1.5 MI (2.4 KM) , CROSSING STATE HIGHWAY 17 TO THE INTERSECTION
 KV6813'WITH PARAMUS ROAD.  TURN LEFT AND GO SOUTH ON PARAMUS ROAD FOR 1.3 MI
 KV6813'(2.1 KM) TO THE JUGHANDLE ON THE RIGHT LEADING TO THE BERGEN COUNTY
 KV6813'COMMUNITY COLLEGE.  FOLLOW THE JUGHANDLE AND GO EAST FOR 0.15 MI (0.24
 KV6813'KM) TO THE STATION AHEAD, SET IN THE SOUTHEAST CORNER OF A TRAFFIC
 KV6813'CIRCLE AT THE MAIN ENTRANCE TO THE COLLEGE CAMPUS, JUST SOUTHEAST FROM
 KV6813'A GROUP OF THREE FLAGPOLES AT THE CENTER OF THE CIRCLE.  THE STATION
 KV6813'IS 9.0 M (29.5 FT) NORTHWEST FROM AND RADIAL TO THE NORTHWEST CURB OF
 KV6813'THE TRAFFIC CIRCLE, 31.0 M (101.7 FT) SOUTHEAST FROM THE CENTER
 KV6813'FLAGPOLE OF A GROUP OF THREE FLAGPOLES, 26.2 M (86.0 FT) EAST FROM THE
 KV6813'CENTER OF THE VERTICAL STEEL RECTANGULAR COLUMN OF A MODERN ART
 KV6813'SCULPTURE OF DOMINOES, 30.8 M (101.0 FT) NORTHEAST FROM THE SOUTH END
 KV6813'OF THE SOUTHERN MOST HORIZONTAL STEEL RECTANGULAR BLOCK OF A MODERN
 KV6813'ART SCULPTURE OF DOMINOES, 17.5 M (57.4 FT) WEST FROM THE CONCRETE
 KV6813'NOSING OF A CURB TO A ROAD LEADING EAST OFF THE TRAFFIC CIRCLE, 27.10
 KV6813'M (88.91 FT) WEST FROM LIGHT POLE NUMBER R38, 26.8 M (87.9 FT)
 KV6813'SOUTHWEST FROM LIGHT POLE NUMBER R40 AND 25.4 M (83.3 FT) NORTHWEST
 KV6813'FROM LIGHT POLE NUMBER R37.
 KV6813
 KV6813                          STATION RECOVERY (2006)
 KV6813
 KV6813'RECOVERY NOTE BY MACDEL ENGINEERING 2006 (RFH)
 KV6813'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6814 ***********************************************************************
 KV6814  DESIGNATION -  2 H 1
 KV6814  PID         -  KV6814
 KV6814  STATE/COUNTY-  NJ/BERGEN
 KV6814  USGS QUAD   -  HACKENSACK (1997)
 KV6814
 KV6814                         *CURRENT SURVEY CONTROL
 KV6814  ___________________________________________________________________
 KV6814* NAD 83(1996)-  40 56 11.33833(N)    074 00 22.68734(W)     ADJUSTED  
 KV6814* NAVD 88     -        14.5    (meters)      48.     (feet)  GPS OBS   
 KV6814  ___________________________________________________________________
 KV6814  X           -   1,329,495.952 (meters)                     COMP
 KV6814  Y           -  -4,638,428.852 (meters)                     COMP
 KV6814  Z           -   4,157,085.800 (meters)                     COMP
 KV6814  LAPLACE CORR-           7.85  (seconds)                    DEFLEC99
 KV6814  ELLIP HEIGHT-         -17.21  (meters)          (10/23/02) GPS OBS
 KV6814  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 KV6814
 KV6814  HORZ ORDER  -  FIRST
 KV6814  ELLP ORDER  -  FOURTH    CLASS I
 KV6814
 KV6814.The horizontal coordinates were established by GPS observations
 KV6814.and adjusted by the National Geodetic Survey in May 1999..
 KV6814
 KV6814.The orthometric height was determined by GPS observations and a
 KV6814.high-resolution geoid model.
 KV6814
 KV6814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6814
 KV6814.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6814
 KV6814.The ellipsoidal height was determined by GPS observations
 KV6814.and is referenced to NAD 83.
 KV6814
 KV6814.The geoid height was determined by GEOID03.
 KV6814
 KV6814;                    North         East     Units Scale Factor Converg.
 KV6814;SPC NJ       -   233,611.842   191,573.135   MT  0.99992127   +0 19 24.6
 KV6814;SPC NJ       -   766,441.52    628,519.53   sFT  0.99992127   +0 19 24.6
 KV6814;SPC NY E     -   233,611.842   191,573.135   MT  0.99992127   +0 19 24.6
 KV6814;SPC NY E     -   766,441.52    628,519.53   sFT  0.99992127   +0 19 24.6
 KV6814;UTM  18      - 4,532,181.423   583,652.298   MT  0.99968613   +0 39 04.1
 KV6814
 KV6814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6814!SPC NJ       -   1.00000270  x   0.99992127  =   0.99992397
 KV6814!SPC NY E     -   1.00000270  x   0.99992127  =   0.99992397
 KV6814!UTM  18      -   1.00000270  x   0.99968613  =   0.99968883
 KV6814
 KV6814                          SUPERSEDED SURVEY CONTROL
 KV6814
 KV6814  ELLIP H (05/14/99)  -17.20   (m)                       GP(       ) 4 1
 KV6814  NAD 83(1996)-  40 56 11.33827(N)    074 00 22.68738(W) AD(       ) 1
 KV6814  NAD 83(1996)-  40 56 11.33777(N)    074 00 22.68818(W) AD(       ) 1
 KV6814  NAD 83(1992)-  40 56 11.33473(N)    074 00 22.68937(W) AD(       ) 1
 KV6814  NAD 83(1986)-  40 56 11.33723(N)    074 00 22.68897(W) AD(       ) 1
 KV6814
 KV6814.Superseded values are not recommended for survey control.
 KV6814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6814.See file dsdata.txt to determine how the superseded data were derived.
 KV6814
 KV6814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8365232181(NAD 83)
 KV6814_MARKER: DD = SURVEY DISK
 KV6814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6814_SP_SET: CONCRETE POST
 KV6814_STAMPING: 2 H 1 1992
 KV6814_MARK LOGO: NJGS  
 KV6814_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6814+STABILITY: SURFACE MOTION
 KV6814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6814+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2005
 KV6814
 KV6814  HISTORY     - Date     Condition        Report By
 KV6814  HISTORY     - 1992     MONUMENTED       NJGS
 KV6814  HISTORY     - 20050909 GOOD             BOSWEL
 KV6814
 KV6814                          STATION DESCRIPTION
 KV6814
 KV6814'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6814'THE STATION IS LOCATED IN THE BOROUGH OF BERGENFIELD ON THE WEST SIDE
 KV6814'OF AN ENTRANCE DRIVE LEADING TO THE TWIN BORO PARK.  TO REACH THE
 KV6814'STATION FROM THE INTERSECTION OF ORADELL ROAD AND THE RAMP FROM THE
 KV6814'GARDEN STATE PARKWAY AT EXIT 165, GO EAST ON ORADELL ROAD FOR 1.75 MI
 KV6814'(2.82 KM) TO THE INTERSECTION WITH KINDERKAMACK ROAD.  TURN RIGHT AND
 KV6814'GO 0.6 MI (1.0 KM) SOUTH ON KINDERKAMACK ROAD TO THE TEE JUNCTION
 KV6814'WITH NEW MILFORD AVENUE ON THE LEFT.  TURN LEFT AND GO 0.2 MI
 KV6814'(0.3 KM) SOUTHEAST ON NEW MILFORD AVENUE TO THE TEE JUNCTION WITH
 KV6814'MADISON AVENUE ON THE RIGHT.  BEAR TO THE RIGHT AND GO 0.45 MI
 KV6814'(0.72 KM) SOUTH ON MADISON AVENUE TO THE INTERSECTION WITH RIVER
 KV6814'ROAD.  BEAR TO THE LEFT AND CONTINUE EAST ON MADISON AVENUE FOR 0.95
 KV6814'MI (1.53 KM) TO THE INTERSECTION WITH PROSPECT AVENUE.  TURN RIGHT
 KV6814'AND GO 0.2 MI (0.3 KM) SOUTH ON PROSPECT AVENUE TO THE JUNCTION WITH
 KV6814'TWINBORO LANE ON THE RIGHT.  TURN RIGHT AND GO 0.15 MI (0.24 KM) WEST
 KV6814'ON TWINBORO LANE TO THE PAVED ENTRANCE DRIVE TO TWIN BORO PARK,
 KV6814'OPPOSITE THE DUMONT PUBLIC WORKS GARAGE BUILDING, ON THE LEFT. TURN
 KV6814'LEFT AND GO 0.05 MI (0.08 KM) SOUTH TO THE STATION ON THE RIGHT, SET
 KV6814'FLUSH IN THE LAWN.  THE STATION IS 3.7 M (12.1 FT) WEST FROM THE WEST
 KV6814'WOOD CURB, 6.2 M (20.3 FT) EAST FROM A 6 FT (1.8 M) HIGH CHAIN LINK
 KV6814'FENCE, 18.05 M (59.22 FT) NORTHEAST FROM THE SOUTHEAST CORNER OF A 6
 KV6814'FT (1.8 M) HIGH CHAIN LINK FENCE, 21.4 M (70.2 FT) NORTH FROM THE
 KV6814'CENTERLINE OF AN EAST WEST GRAVEL ROAD AND 24.1 M (79.1 FT) SOUTHWEST
 KV6814'FROM THE WEST LEG OF A SIGN FOR THE PARK.
 KV6814
 KV6814                          STATION RECOVERY (2005)
 KV6814
 KV6814'RECOVERY NOTE BY BOSWELL ENGINEERING 2005 (AB)
 KV6814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6815 ***********************************************************************
 KV6815  DESIGNATION -  2 J 1
 KV6815  PID         -  KV6815
 KV6815  STATE/COUNTY-  NJ/BERGEN
 KV6815  USGS QUAD   -  HACKENSACK (1997)
 KV6815
 KV6815                         *CURRENT SURVEY CONTROL
 KV6815  ___________________________________________________________________
 KV6815* NAD 83(1996)-  40 58 24.62766(N)    074 01 34.80130(W)     ADJUSTED  
 KV6815* NAVD 88     -        11.1    (meters)      36.     (feet)  GPS OBS   
 KV6815  ___________________________________________________________________
 KV6815  X           -   1,327,131.803 (meters)                     COMP
 KV6815  Y           -  -4,636,299.873 (meters)                     COMP
 KV6815  Z           -   4,160,188.813 (meters)                     COMP
 KV6815  LAPLACE CORR-           7.09  (seconds)                    DEFLEC99
 KV6815  ELLIP HEIGHT-         -20.64  (meters)          (10/23/02) GPS OBS
 KV6815  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 KV6815
 KV6815  HORZ ORDER  -  FIRST
 KV6815  ELLP ORDER  -  FOURTH    CLASS I
 KV6815
 KV6815.The horizontal coordinates were established by GPS observations
 KV6815.and adjusted by the National Geodetic Survey in May 1999..
 KV6815
 KV6815.The orthometric height was determined by GPS observations and a
 KV6815.high-resolution geoid model.
 KV6815
 KV6815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6815
 KV6815.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6815
 KV6815.The ellipsoidal height was determined by GPS observations
 KV6815.and is referenced to NAD 83.
 KV6815
 KV6815.The geoid height was determined by GEOID03.
 KV6815
 KV6815;                    North         East     Units Scale Factor Converg.
 KV6815;SPC NJ       -   237,713.839   189,864.033   MT  0.99991955   +0 18 38.1
 KV6815;SPC NJ       -   779,899.49    622,912.25   sFT  0.99991955   +0 18 38.1
 KV6815;UTM  18      - 4,536,272.609   581,920.167   MT  0.99968260   +0 38 18.5
 KV6815
 KV6815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6815!SPC NJ       -   1.00000324  x   0.99991955  =   0.99992279
 KV6815!UTM  18      -   1.00000324  x   0.99968260  =   0.99968584
 KV6815
 KV6815                          SUPERSEDED SURVEY CONTROL
 KV6815
 KV6815  ELLIP H (05/14/99)  -20.63   (m)                       GP(       ) 4 1
 KV6815  NAD 83(1996)-  40 58 24.62764(N)    074 01 34.80132(W) AD(       ) 1
 KV6815  NAD 83(1996)-  40 58 24.62759(N)    074 01 34.80199(W) AD(       ) 1
 KV6815  NAD 83(1992)-  40 58 24.62437(N)    074 01 34.80329(W) AD(       ) 1
 KV6815  NAD 83(1986)-  40 58 24.62721(N)    074 01 34.80263(W) AD(       ) 1
 KV6815
 KV6815.Superseded values are not recommended for survey control.
 KV6815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6815.See file dsdata.txt to determine how the superseded data were derived.
 KV6815
 KV6815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8192036273(NAD 83)
 KV6815_MARKER: DD = SURVEY DISK
 KV6815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6815_SP_SET: CONCRETE POST
 KV6815_STAMPING: 2 J 1 1992
 KV6815_MARK LOGO: NJGS  
 KV6815_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6815+STABILITY: SURFACE MOTION
 KV6815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6815+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2004
 KV6815
 KV6815  HISTORY     - Date     Condition        Report By
 KV6815  HISTORY     - 1992     MONUMENTED       NJGS
 KV6815  HISTORY     - 20040108 GOOD             AASCO
 KV6815
 KV6815                          STATION DESCRIPTION
 KV6815
 KV6815'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6815'THE STATION IS LOCATED IN THE BOROUGH OF EMERSON ON THE NORTH SIDE OF
 KV6815'PALISADE AVENUE, DIRECTLY BEHIND THE EMERSON SENIOR CITIZENS CENTER,
 KV6815'A ONE STORY YELLOW PAINTED BLOCK BUILDING, ADJACENT TO THE EMERSON
 KV6815'PUBLIC LIBRARY, 20 PALISADE AVENUE, EMERSON NEW JERSEY 07630.  TO
 KV6815'REACH THE STATION FROM THE INTERSECTION OF ORADELL ROAD AND THE RAMP
 KV6815'FROM THE GARDEN STATE PARKWAY AT EXIT 165, GO EAST ON ORADELL ROAD
 KV6815'FOR 1.75 MI (2.82 KM) TO THE INTERSECTION WITH KINDERKAMACK ROAD.
 KV6815'TURN LEFT AND GO NORTH ON KINDERKAMACK ROAD FOR 1.45 MI (2.33 KM) TO
 KV6815'THE JUNCTION WITH THE EMERSON TRAIN STATION ON THE LEFT.  TURN RIGHT
 KV6815'AND GO SOUTH ON EMERSON PLAZA EAST FOR 0.10 MI (0.16 KM) TO THE
 KV6815'JUNCTION WITH PALISADE AVENUE ON THE LEFT.  TURN LEFT ON PALISADE
 KV6815'AVENUE AND GO EAST FOR 0.05 MI (0.08 KM) TO THE PAVED DRIVE LEADING
 KV6815'TO THE EMERSON SENIOR CITIZENS CENTER.  TURN LEFT INTO THE DRIVE AND
 KV6815'FOLLOW IT AROUND TO THE REAR OF THE BUILDING AND THE STATION ON THE
 KV6815'LEFT, SET FLUSH IN THE GRASS AREA SOUTH OF A 4 FT (1.2 M) HIGH CHAIN
 KV6815'LINK FENCE SURROUNDING A BASEBALL DIAMOND AND IN LINE WITH THE EAST
 KV6815'WALL OF THE SENIOR CITIZENS BUILDING.  THE STATION IS 1.7 M (5.6 FT)
 KV6815'SOUTHEAST OF THE 4 FT (1.2 M) CHAIN LINK FENCE SURROUNDING THE
 KV6815'BASEBALL DIAMOND, 24.1 M (79.1 FT) SOUTHWEST FROM A FLAGPOLE IN
 KV6815'CENTERFIELD BEYOND THE CHAIN LINK FENCE, 18.7 M (61.4 FT) NORTHWEST
 KV6815'FROM THE NORTHWEST CORNER OF THE EMERSON PUBLIC LIBRARY BUILDING,
 KV6815'29.2 M (95.8 FT) NORTH FROM THE NORTHEAST CORNER OF THE SENIOR
 KV6815'CITIZENS BUILDING AND 20.2 M (66.3 FT) NORTHEAST FROM A POWER POLE
 KV6815'WITH LIGHT ATTACHED.
 KV6815
 KV6815                          STATION RECOVERY (2004)
 KV6815
 KV6815'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2004 (JAL)
 KV6815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LX7658 ***********************************************************************
 LX7658  DESIGNATION -  2 K 1
 LX7658  PID         -  LX7658
 LX7658  STATE/COUNTY-  NJ/BERGEN
 LX7658  USGS QUAD   -  NYACK (1979)
 LX7658
 LX7658                         *CURRENT SURVEY CONTROL
 LX7658  ___________________________________________________________________
 LX7658* NAD 83(1996)-  41 00 17.72962(N)    073 56 37.71845(W)     ADJUSTED  
 LX7658* NAVD 88     -         8.6    (meters)      28.     (feet)  GPS OBS   
 LX7658  ___________________________________________________________________
 LX7658  X           -   1,333,174.679 (meters)                     COMP
 LX7658  Y           -  -4,632,182.819 (meters)                     COMP
 LX7658  Z           -   4,162,820.998 (meters)                     COMP
 LX7658  LAPLACE CORR-           8.13  (seconds)                    DEFLEC99
 LX7658  ELLIP HEIGHT-         -22.80  (meters)          (10/23/02) GPS OBS
 LX7658  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 LX7658
 LX7658  HORZ ORDER  -  FIRST
 LX7658  ELLP ORDER  -  FOURTH    CLASS I
 LX7658
 LX7658.The horizontal coordinates were established by GPS observations
 LX7658.and adjusted by the National Geodetic Survey in May 1999..
 LX7658
 LX7658.The orthometric height was determined by GPS observations and a
 LX7658.high-resolution geoid model.
 LX7658
 LX7658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX7658
 LX7658.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7658
 LX7658.The ellipsoidal height was determined by GPS observations
 LX7658.and is referenced to NAD 83.
 LX7658
 LX7658.The geoid height was determined by GEOID03.
 LX7658
 LX7658;                    North         East     Units Scale Factor Converg.
 LX7658;SPC NJ       -   241,243.440   196,787.033   MT  0.99992693   +0 21 53.8
 LX7658;SPC NJ       -   791,479.52    645,625.46   sFT  0.99992693   +0 21 53.8
 LX7658;SPC NY E     -   241,243.440   196,787.033   MT  0.99992693   +0 21 53.8
 LX7658;SPC NY E     -   791,479.52    645,625.46   sFT  0.99992693   +0 21 53.8
 LX7658;UTM  18      - 4,539,840.950   588,821.237   MT  0.99969710   +0 41 34.9
 LX7658
 LX7658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7658!SPC NJ       -   1.00000358  x   0.99992693  =   0.99993051
 LX7658!SPC NY E     -   1.00000358  x   0.99992693  =   0.99993051
 LX7658!UTM  18      -   1.00000358  x   0.99969710  =   0.99970068
 LX7658
 LX7658                          SUPERSEDED SURVEY CONTROL
 LX7658
 LX7658  ELLIP H (05/14/99)  -22.79   (m)                       GP(       ) 4 1
 LX7658  NAD 83(1996)-  41 00 17.72961(N)    073 56 37.71846(W) AD(       ) 1
 LX7658  NAD 83(1996)-  41 00 17.72987(N)    073 56 37.71929(W) AD(       ) 1
 LX7658  NAD 83(1992)-  41 00 17.72766(N)    073 56 37.72014(W) AD(       ) 1
 LX7658  NAD 83(1986)-  41 00 17.72955(N)    073 56 37.71973(W) AD(       ) 1
 LX7658
 LX7658.Superseded values are not recommended for survey control.
 LX7658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7658.See file dsdata.txt to determine how the superseded data were derived.
 LX7658
 LX7658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8882139841(NAD 83)
 LX7658_MARKER: DD = SURVEY DISK
 LX7658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7658_SP_SET: CONCRETE POST
 LX7658_STAMPING: 2 K 1 1992
 LX7658_MARK LOGO: NJGS  
 LX7658_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7658+STABILITY: SURFACE MOTION
 LX7658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX7658+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003
 LX7658
 LX7658  HISTORY     - Date     Condition        Report By
 LX7658  HISTORY     - 1992     MONUMENTED       NJGS
 LX7658  HISTORY     - 20010918 GOOD             INDIV
 LX7658  HISTORY     - 20011203 GOOD             INDIV
 LX7658  HISTORY     - 20021029 GOOD             INDIV
 LX7658  HISTORY     - 20030108 GOOD             INDIV
 LX7658
 LX7658                          STATION DESCRIPTION
 LX7658
 LX7658'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 LX7658'THE STATION IS LOCATED IN THE BOROUGH OF NORTHVALE ON THE NORTHWEST
 LX7658'SIDE OF UNION STREET INDUSTRIAL PARKWAY, ADJACENT TO THE MUNICIPAL
 LX7658'RECYCLING CENTER AT THE BOROUGH DEPARTMENT OF PUBLIC WORKS GARAGE.
 LX7658'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 9W AND
 LX7658'CLOSTER DOCK ROAD, COUNTY ROAD 502 IN THE BOROUGH OF CLOSTER, GO 2.20
 LX7658'MI (3.54 KM) NORTHWEST ON CLOSTER DOCK ROAD TO THE INTERSECTION WITH
 LX7658'PIERMONT ROAD, COUNTY ROAD 501.  TURN RIGHT AND GO 3.0 MI (4.8 KM)
 LX7658'NORTH NORTHEAST ON PIERMONT ROAD TO THE INTERSECTION WITH PARIS
 LX7658'AVENUE.  TURN LEFT AND GO 0.75 MI (1.21 KM) ON PARIS AVENUE TO THE
 LX7658'JUNCTION WITH UNION STREET INDUSTRIAL PARKWAY ON THE RIGHT.  TURN
 LX7658'RIGHT AND GO 40 M (131.2 FT) NORTHEAST ON UNION STREET INDUSTRIAL
 LX7658'PARKWAY TO THE STATION ON THE LEFT, SET IN A VACANT LOT ADJACENT TO
 LX7658'THE MUNICIPAL RECYCLING CENTER.  THE VACANT LOT IS DIRECTLY OPPOSITE
 LX7658'FROM THE AMERICAN LEGION POST 366 HALL, A ONE STORY BRICK BUILDING.
 LX7658'THE STATION IS 7.7 M (25.3 FT) WEST NORTHWEST FROM THE CENTERLINE OF
 LX7658'UNION STREET INDUSTRIAL PARKWAY, 1.5 M (4.9 FT) WEST NORTHWEST FROM
 LX7658'THE WEST CURB OF UNION STREET, 12.8 M (42.0 FT) SOUTHWEST FROM POWER
 LX7658'POLE NUMBER 60750 36631 AND 22.6 M (74.1 FT) NORTHEAST FROM A FIRE
 LX7658'HYDRANT ON THE NORTHWEST CORNER OF THE INTERSECTION OF PARIS AVENUE
 LX7658'AND UNION STREET.  THE STATION IS SET FLUSH WITH THE LAWN.
 LX7658
 LX7658                          STATION RECOVERY (2001)
 LX7658
 LX7658'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (FP)
 LX7658'RECOVERED AS DESCRIBED
 LX7658
 LX7658                          STATION RECOVERY (2001)
 LX7658
 LX7658'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (FP)
 LX7658'FOUND IN GOOD CONDITION
 LX7658
 LX7658                          STATION RECOVERY (2002)
 LX7658
 LX7658'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FP)
 LX7658'RECOVERED AS DESCRIBED BY MACDEL ENGINEERING, P.C.
 LX7658
 LX7658                          STATION RECOVERY (2003)
 LX7658
 LX7658'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (FP)
 LX7658'RECOVERED AS DESCRIBED BY MACDEL ENGINEERING, P.C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU5152 ***********************************************************************
 KU5152  DESIGNATION -  2 L 1
 KU5152  PID         -  KU5152
 KU5152  STATE/COUNTY-  NJ/BERGEN
 KU5152  USGS QUAD   -  YONKERS (1979)
 KU5152
 KU5152                         *CURRENT SURVEY CONTROL
 KU5152  ___________________________________________________________________
 KU5152* NAD 83(1996)-  40 58 37.68058(N)    073 56 42.44266(W)     ADJUSTED  
 KU5152* NAVD 88     -        12.9    (meters)      42.     (feet)  GPS OBS   
 KU5152  ___________________________________________________________________
 KU5152  X           -   1,333,629.362 (meters)                     COMP
 KU5152  Y           -  -4,634,161.969 (meters)                     COMP
 KU5152  Z           -   4,160,494.226 (meters)                     COMP
 KU5152  LAPLACE CORR-           8.53  (seconds)                    DEFLEC99
 KU5152  ELLIP HEIGHT-         -18.49  (meters)          (10/23/02) GPS OBS
 KU5152  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 KU5152
 KU5152  HORZ ORDER  -  FIRST
 KU5152  ELLP ORDER  -  FOURTH    CLASS I
 KU5152
 KU5152.The horizontal coordinates were established by GPS observations
 KU5152.and adjusted by the National Geodetic Survey in May 1999..
 KU5152
 KU5152.The orthometric height was determined by GPS observations and a
 KU5152.high-resolution geoid model.
 KU5152
 KU5152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5152
 KU5152.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5152
 KU5152.The ellipsoidal height was determined by GPS observations
 KU5152.and is referenced to NAD 83.
 KU5152
 KU5152.The geoid height was determined by GEOID03.
 KU5152
 KU5152;                    North         East     Units Scale Factor Converg.
 KU5152;SPC NJ       -   238,156.687   196,696.247   MT  0.99992683   +0 21 49.9
 KU5152;SPC NJ       -   781,352.40    645,327.60   sFT  0.99992683   +0 21 49.9
 KU5152;SPC NY E     -   238,156.687   196,696.247   MT  0.99992683   +0 21 49.9
 KU5152;SPC NY E     -   781,352.40    645,327.60   sFT  0.99992683   +0 21 49.9
 KU5152;UTM  18      - 4,536,754.438   588,748.140   MT  0.99969694   +0 41 30.4
 KU5152
 KU5152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5152!SPC NJ       -   1.00000290  x   0.99992683  =   0.99992973
 KU5152!SPC NY E     -   1.00000290  x   0.99992683  =   0.99992973
 KU5152!UTM  18      -   1.00000290  x   0.99969694  =   0.99969984
 KU5152
 KU5152                          SUPERSEDED SURVEY CONTROL
 KU5152
 KU5152  NAD 83(1996)-  40 58 37.68055(N)    073 56 42.44268(W) AD(       ) 1
 KU5152  NAD 83(1996)-  40 58 37.68045(N)    073 56 42.44347(W) AD(       ) 1
 KU5152  NAD 83(1992)-  40 58 37.67784(N)    073 56 42.44450(W) AD(       ) 1
 KU5152  NAD 83(1986)-  40 58 37.68003(N)    073 56 42.44406(W) AD(       ) 1
 KU5152
 KU5152.Superseded values are not recommended for survey control.
 KU5152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5152.See file dsdata.txt to determine how the superseded data were derived.
 KU5152
 KU5152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8874836754(NAD 83)
 KU5152_MARKER: DD = SURVEY DISK
 KU5152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU5152_SP_SET: CONCRETE POST
 KU5152_STAMPING: 2 L 1 1992
 KU5152_MARK LOGO: NJGS  
 KU5152_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU5152+STABILITY: SURFACE MOTION
 KU5152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5152+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2001
 KU5152
 KU5152  HISTORY     - Date     Condition        Report By
 KU5152  HISTORY     - 1992     MONUMENTED       NJGS
 KU5152  HISTORY     - 20010918 GOOD             INDIV
 KU5152  HISTORY     - 20011203 POOR             INDIV
 KU5152
 KU5152                          STATION DESCRIPTION
 KU5152
 KU5152'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KU5152'THE STATION IS LOCATED IN THE BOROUGH OF CLOSTER ON THE NORTH SIDE OF
 KU5152'RUCKMAN ROAD ON THE GROUNDS OF A MUNICIPAL PARK, KNOWN LOCALLY AS
 KU5152'RUCKMAN FIELD.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 KU5152'HIGHWAY 9W AND CLOSTER DOCK ROAD, COUNTY ROAD 502 IN THE BOROUGH OF
 KU5152'CLOSTER, GO 2.20 MI (3.54 KM) NORTHWEST ON CLOSTER DOCK ROAD TO THE
 KU5152'INTERSECTION WITH PIERMONT ROAD, COUNTY ROAD 501.  TURN RIGHT AND GO
 KU5152'1.0 MI (1.6 KM) NORTH NORTHEAST ON PIERMONT ROAD TO THE JUNCTION WITH
 KU5152'RUCKMAN ROAD ON THE LEFT AND THE STATION AHEAD, SET FLUSH WITH THE
 KU5152'LAWN JUST NORTHEAST OF THE PLAYGROUND AREA.  THE STATION IS 25.1 M
 KU5152'(82.3 FT) NORTHWEST FROM THE CENTERLINE OF PIERMONT ROAD, 19.3 M
 KU5152'(63.3 FT) NORTHWEST FROM THE WEST EDGE OF PAVING OF PIERMONT ROAD,
 KU5152'41.1 M (134.8 FT) SOUTHWEST FROM A WELCOME TO CLOSTER SIGN ON A WOOD
 KU5152'POST, 21.9 M (71.9 FT) NORTHEAST FROM THE NORTH END OF A 4 FT
 KU5152'(1.2 M) HIGH CHAIN LINK FENCE AT THE NORTHEAST CORNER OF A PARKING
 KU5152'LOT, 13.2 M (43.3 FT) NORTHWEST FROM THE NORTH END OF A 4 FT (1.2 M)
 KU5152'HIGH CHAIN LINK FENCE ON THE WEST SIDE OF PIERMONT ROAD AND 32.2 M
 KU5152'(105.6 FT) EAST SOUTHEAST FROM A GUY POWER POLE NUMBER WECO 1 WITH
 KU5152'ELECTRIC BOX ATTACHED, JUST NORTH OF AND ADJACENT TO A BASKETBALL
 KU5152'COURT.  THE STATION IS DIRECTLY OPPOSITE DEEP CENTERFIELD FOR A
 KU5152'BASEBALL DIAMOND, LOCATED TO THE NORTHWEST.
 KU5152
 KU5152                          STATION RECOVERY (2001)
 KU5152
 KU5152'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (FP)
 KU5152'RECOVERED AS DESCRIBED
 KU5152
 KU5152                          STATION RECOVERY (2001)
 KU5152
 KU5152'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (FP)
 KU5152'MONUMENT WAS REMOVED FOR SOFTBALL FIELD IMPROVEMENTS AND IS SUPPOSED
 KU5152'TO BE RESET AFTER IMPROVEMENTS ARE COMPLETED. CONTRACTOR INFORMED US
 KU5152'OF THIS WHILE THEY WERE WORKING ON THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU5153 ***********************************************************************
 KU5153  DESIGNATION -  2 M 1
 KU5153  PID         -  KU5153
 KU5153  STATE/COUNTY-  NJ/BERGEN
 KU5153  USGS QUAD   -  YONKERS (1979)
 KU5153
 KU5153                         *CURRENT SURVEY CONTROL
 KU5153  ___________________________________________________________________
 KU5153* NAD 83(1996)-  40 54 41.86220(N)    073 59 49.59713(W)     ADJUSTED  
 KU5153* NAVD 88     -        32.7    (meters)     107.     (feet)  GPS OBS   
 KU5153  ___________________________________________________________________
 KU5153  X           -   1,330,742.322 (meters)                     COMP
 KU5153  Y           -  -4,639,966.775 (meters)                     COMP
 KU5153  Z           -   4,155,012.266 (meters)                     COMP
 KU5153  LAPLACE CORR-           7.89  (seconds)                    DEFLEC99
 KU5153  ELLIP HEIGHT-           1.07  (meters)          (10/23/02) GPS OBS
 KU5153  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 KU5153
 KU5153  HORZ ORDER  -  FIRST
 KU5153  ELLP ORDER  -  FOURTH    CLASS I
 KU5153
 KU5153.The horizontal coordinates were established by GPS observations
 KU5153.and adjusted by the National Geodetic Survey in May 1999..
 KU5153
 KU5153.The orthometric height was determined by GPS observations and a
 KU5153.high-resolution geoid model.
 KU5153
 KU5153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5153
 KU5153.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5153
 KU5153.The ellipsoidal height was determined by GPS observations
 KU5153.and is referenced to NAD 83.
 KU5153
 KU5153.The geoid height was determined by GEOID03.
 KU5153
 KU5153;                    North         East     Units Scale Factor Converg.
 KU5153;SPC NJ       -   230,856.363   192,363.020   MT  0.99992208   +0 19 45.6
 KU5153;SPC NJ       -   757,401.25    631,111.01   sFT  0.99992208   +0 19 45.6
 KU5153;SPC NY E     -   230,856.363   192,363.020   MT  0.99992208   +0 19 45.6
 KU5153;SPC NY E     -   757,401.25    631,111.01   sFT  0.99992208   +0 19 45.6
 KU5153;UTM  18      - 4,529,431.150   584,457.734   MT  0.99968779   +0 39 24.6
 KU5153
 KU5153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5153!SPC NJ       -   0.99999983  x   0.99992208  =   0.99992191
 KU5153!SPC NY E     -   0.99999983  x   0.99992208  =   0.99992191
 KU5153!UTM  18      -   0.99999983  x   0.99968779  =   0.99968762
 KU5153
 KU5153                          SUPERSEDED SURVEY CONTROL
 KU5153
 KU5153  NAD 83(1996)-  40 54 41.86215(N)    073 59 49.59716(W) AD(       ) 1
 KU5153  NAD 83(1996)-  40 54 41.86180(N)    073 59 49.59801(W) AD(       ) 1
 KU5153  NAD 83(1992)-  40 54 41.85911(N)    073 59 49.59901(W) AD(       ) 1
 KU5153  NAD 83(1986)-  40 54 41.86131(N)    073 59 49.59869(W) AD(       ) 1
 KU5153
 KU5153.Superseded values are not recommended for survey control.
 KU5153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5153.See file dsdata.txt to determine how the superseded data were derived.
 KU5153
 KU5153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8445829431(NAD 83)
 KU5153_MARKER: DD = SURVEY DISK
 KU5153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU5153_SP_SET: CONCRETE POST
 KU5153_STAMPING: 2 M 1 1992
 KU5153_MARK LOGO: NJGS  
 KU5153_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU5153+STABILITY: SURFACE MOTION
 KU5153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5153+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KU5153
 KU5153  HISTORY     - Date     Condition        Report By
 KU5153  HISTORY     - 1992     MONUMENTED       NJGS
 KU5153
 KU5153                          STATION DESCRIPTION
 KU5153
 KU5153'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KU5153'THE STATION IS LOCATED IN TEANECK TOWNSHIP ON THE SOUTHEAST SIDE OF
 KU5153'TEANECK ROAD ON THE GROUNDS OF NEW JERSEY ARMY NATIONAL GUARD ARMORY,
 KU5153'A LARGE TWO STORY BRICK BUILDING, LOCATED AT THE SOUTHEAST CORNER OF
 KU5153'THE JUNCTION OF TEANECK ROAD AND LIBERTY ROAD.  TO REACH THE STATION
 KU5153'FROM THE INTERSECTION OF STATE HIGHWAY 4 AND TEANECK ROAD, GO
 KU5153'NORTHEAST ON TEANECK ROAD FOR 1.5 MI (2.4 KM) TO THE ARMORY BUILDING
 KU5153'AND THE STATION ON THE RIGHT.  THE STATION IS 32.5 M (106.6 FT) NORTH
 KU5153'FROM STATION N40 1956, LOCATED IN A CONCRETE SILL AT THE NORTHEAST
 KU5153'CORNER OF THE ARMORY BUILDING, 32.3 M (106.0 FT) NORTH FROM THE
 KU5153'NORTHEAST CORNER OF THE ARMORY BUILDING, 32.5 M (106.6 FT) SOUTHWEST
 KU5153'FROM THE SOUTHWEST CURB OF LIBERTY ROAD, 35.3 M (115.8 FT) WEST FROM
 KU5153'THE WEST BRICK GATE POST OF THE LIBERTY ROAD ENTRANCE TO THE ARMORY
 KU5153'PARKING LOT, 63.3 M (207.7 FT) EAST SOUTHEAST FROM THE EAST CURB LINE
 KU5153'OF TEANECK ROAD AND 18.1 M (59.4 FT) NORTH FROM THE CENTERLINE OF A
 KU5153'DRIVE, DIRECTLY NORTHEAST OF THE ARMORY BUILDING.  THE STATION IS SET
 KU5153'FLUSH WITH THE LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6816 ***********************************************************************
 KV6816  DESIGNATION -  2 N 1
 KV6816  PID         -  KV6816
 KV6816  STATE/COUNTY-  NJ/BERGEN
 KV6816  USGS QUAD   -  HACKENSACK (1997)
 KV6816
 KV6816                         *CURRENT SURVEY CONTROL
 KV6816  ___________________________________________________________________
 KV6816* NAD 83(1996)-  40 53 00.51233(N)    074 06 08.65557(W)     ADJUSTED  
 KV6816* NAVD 88     -        12.0    (meters)      39.     (feet)  GPS OBS   
 KV6816  ___________________________________________________________________
 KV6816  X           -   1,322,769.404 (meters)                     COMP
 KV6816  Y           -  -4,644,357.755 (meters)                     COMP
 KV6816  Z           -   4,152,635.269 (meters)                     COMP
 KV6816  LAPLACE CORR-           6.67  (seconds)                    DEFLEC99
 KV6816  ELLIP HEIGHT-         -20.01  (meters)          (10/23/02) GPS OBS
 KV6816  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 KV6816
 KV6816  HORZ ORDER  -  FIRST
 KV6816  ELLP ORDER  -  FOURTH    CLASS I
 KV6816
 KV6816.The horizontal coordinates were established by GPS observations
 KV6816.and adjusted by the National Geodetic Survey in May 1999..
 KV6816
 KV6816.The orthometric height was determined by GPS observations and a
 KV6816.high-resolution geoid model.
 KV6816
 KV6816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6816
 KV6816.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6816
 KV6816.The ellipsoidal height was determined by GPS observations
 KV6816.and is referenced to NAD 83.
 KV6816
 KV6816.The geoid height was determined by GEOID03.
 KV6816
 KV6816;                    North         East     Units Scale Factor Converg.
 KV6816;SPC NJ       -   227,684.600   183,507.317   MT  0.99991381   +0 15 36.9
 KV6816;SPC NJ       -   746,995.23    602,056.92   sFT  0.99991381   +0 15 36.9
 KV6816;UTM  18      - 4,526,209.608   575,622.410   MT  0.99967039   +0 35 15.1
 KV6816
 KV6816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6816!SPC NJ       -   1.00000314  x   0.99991381  =   0.99991695
 KV6816!UTM  18      -   1.00000314  x   0.99967039  =   0.99967353
 KV6816
 KV6816                          SUPERSEDED SURVEY CONTROL
 KV6816
 KV6816  ELLIP H (05/14/99)  -20.00   (m)                       GP(       ) 4 1
 KV6816  NAD 83(1996)-  40 53 00.51217(N)    074 06 08.65571(W) AD(       ) 1
 KV6816  NAD 83(1996)-  40 53 00.51074(N)    074 06 08.65718(W) AD(       ) 1
 KV6816  NAD 83(1992)-  40 53 00.50986(N)    074 06 08.65771(W) AD(       ) 1
 KV6816  NAD 83(1986)-  40 53 00.51055(N)    074 06 08.65756(W) AD(       ) 1
 KV6816
 KV6816.Superseded values are not recommended for survey control.
 KV6816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6816.See file dsdata.txt to determine how the superseded data were derived.
 KV6816
 KV6816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7562226210(NAD 83)
 KV6816_MARKER: DD = SURVEY DISK
 KV6816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6816_SP_SET: CONCRETE POST
 KV6816_STAMPING: 2 N 1 1992
 KV6816_MARK LOGO: NJGS  
 KV6816_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6816+STABILITY: SURFACE MOTION
 KV6816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6816+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2002
 KV6816
 KV6816  HISTORY     - Date     Condition        Report By
 KV6816  HISTORY     - 1992     MONUMENTED       NJGS
 KV6816  HISTORY     - 20020116 GOOD             INDIV
 KV6816  HISTORY     - 20021003 GOOD             INDIV
 KV6816
 KV6816                          STATION DESCRIPTION
 KV6816
 KV6816'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6816'THE STATION IS LOCATED IN THE CITY OF GARFIELD ON THE SOUTHEAST SIDE
 KV6816'OF JOE SIPOS LANE, A PAVED DRIVE LEADING TO A PARKING LOT FOR THE
 KV6816'GARFIELD BABE RUTH LEAGUE BASEBALL FIELD ON THE GROUNDS OF COLUMBUS
 KV6816'PARK.  TO REACH THE STATION FROM THE INTERSECTION OF THE U.S. HIGHWAY
 KV6816'46 AND THE RAMP FROM THE GARDEN STATE PARKWAY AT EXIT 157, GO
 KV6816'SOUTHEAST ON U.S. HIGHWAY 46 FOR 1.5 MI (2.4 KM) TO THE EXIT RAMP FOR
 KV6816'OUTWATER LANE ON THE RIGHT.  BEAR TO THE RIGHT AND GO 0.05 MI
 KV6816'(0.08 KM) SOUTH ON THE RAMP TO THE JUNCTION WITH OUTWATER LANE.  TURN
 KV6816'RIGHT AND GO SOUTHWEST ON OUTWATER LANE FOR 0.45 MI (0.72 KM) TO THE
 KV6816'INTERSECTION WITH MIDLAND AVENUE AND COLUMBUS PARK ON THE LEFT.
 KV6816'CONTINUE AHEAD ON OUTWATER LANE FOR 0.1 MI (0.2 KM) TO THE TEE
 KV6816'JUNCTION WITH JOE SIPOS LANE, THE PAVED ENTRANCE DRIVE LEADING TO THE
 KV6816'BASEBALL FIELD AND COLUMBUS PARK ON THE LEFT.  TURN LEFT AND GO 45 M
 KV6816'(147.6 FT) SOUTH SOUTHWEST ON JOE SIPOS LANE TO THE STATION ON THE
 KV6816'LEFT, SET FLUSH WITH THE GROUND AT THE NORTHEAST CORNER OF THE
 KV6816'PARKING LOT, DIRECTLY OPPOSITE AND ACROSS THE DRIVE FROM THE GARFIELD
 KV6816'BABE RUTH LEAGUE CLUBHOUSE, A ONE STORY WHITE PAINTED CINDER BLOCK
 KV6816'BUILDING.  THE STATION IS 2.6 M (8.5 FT) NORTHEAST FROM THE NORTHEAST
 KV6816'CORNER OF THE PARKING LOT, 10.2 M (33.5 FT) EAST NORTHEAST FROM A
 KV6816'STOP SIGN, 13.5 M (44.3 FT) EAST NORTHEAST FROM THE CENTERLINE OF JOE
 KV6816'SIPOS LANE, 25.4 M (83.3 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF
 KV6816'THE CLUBHOUSE BUILDING, 26.7 M (87.6 FT) SOUTH SOUTHEAST FROM POLE
 KV6816'NUMBER 2654 G, 19.7 M (64.6 FT) NORTH NORTHEAST FROM A WOOD POLE WITH
 KV6816'FOUR LIGHTS ATTACHED AND 21.7 M (71.2 FT) NORTH FROM THE NORTH FENCE
 KV6816'POST OF A 10 FT (3.0 M) HIGH CHAIN LINK FENCE ALONG THE THIRD
 KV6816'BASELINE OF THE BASEBALL FIELD.
 KV6816
 KV6816                          STATION RECOVERY (2002)
 KV6816
 KV6816'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FP)
 KV6816'RECOVERED IN GOOD CONDITION.
 KV6816
 KV6816                          STATION RECOVERY (2002)
 KV6816
 KV6816'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FP)
 KV6816'RECOVERED AS DESCRIBED BY MACDEL ENGINEERING, P.C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0892 ***********************************************************************
 KV0892  DESIGNATION -  2 NJBCN
 KV0892  PID         -  KV0892
 KV0892  STATE/COUNTY-  NJ/MONMOUTH
 KV0892  USGS QUAD   -  LONG BRANCH (1981)
 KV0892
 KV0892                         *CURRENT SURVEY CONTROL
 KV0892  ___________________________________________________________________
 KV0892* NAD 83(1986)-  40 19 35.     (N)    074 01 14.     (W)     SCALED    
 KV0892* NAVD 88     -         2.346  (meters)       7.70   (feet)  ADJUSTED  
 KV0892  ___________________________________________________________________
 KV0892  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KV0892  DYNAMIC HT  -           2.345 (meters)       7.69  (feet)  COMP
 KV0892  MODELED GRAV-     980,186.6   (mgal)                       NAVD 88
 KV0892
 KV0892  VERT ORDER  -  SECOND    CLASS 0
 KV0892
 KV0892.The horizontal coordinates were scaled from a topographic map and have
 KV0892.an estimated accuracy of +/- 6 seconds.
 KV0892
 KV0892.The orthometric height was determined by differential leveling
 KV0892.and adjusted by the National Geodetic Survey in June 1991..
 KV0892
 KV0892.The geoid height was determined by GEOID03.
 KV0892
 KV0892.The dynamic height is computed by dividing the NAVD 88
 KV0892.geopotential number by the normal gravity value computed on the
 KV0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0892.degrees latitude (g = 980.6199 gals.).
 KV0892
 KV0892.The modeled gravity was interpolated from observed gravity values.
 KV0892
 KV0892;                    North         East    Units  Estimated Accuracy
 KV0892;SPC NJ       -   165,860.      190,740.      MT  (+/- 180 meters Scaled)
 KV0892
 KV0892                          SUPERSEDED SURVEY CONTROL
 KV0892
 KV0892  NGVD 29 (04/16/92)    2.668  (m)            8.75   (f) ADJUSTED    2 0
 KV0892
 KV0892.Superseded values are not recommended for survey control.
 KV0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0892.See file dsdata.txt to determine how the superseded data were derived.
 KV0892
 KV0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK832644(NAD 83)
 KV0892_MARKER: DD = SURVEY DISK
 KV0892_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0892_SP_SET: CONCRETE FILLED TILE
 KV0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0892
 KV0892  HISTORY     - Date     Condition        Report By
 KV0892  HISTORY     - UNK      MONUMENTED       NJBCN
 KV0892  HISTORY     - 1961     GOOD             CGS
 KV0892  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0892
 KV0892                          STATION DESCRIPTION
 KV0892
 KV0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0892'1.9 MI SE FROM LITTLE SILVER.
 KV0892'1.45 MILES SOUTH ON SEVEN POINT ROAD FROM THE JUNCTION OF RUMSON
 KV0892'ROAD AT THE EAST EDGE OF LITTLE SILVER AT THE SOUTH LINE OF LITTLE
 KV0892'SILVER BORO.  IT IS 20 FEET NORTH OF THE NORTH END OF THE SHREWSBURY
 KV0892'RIVER BRIDGE, 18 FEET EAST OF THE CENTERLINE OF SEVEN RIVERS ROAD
 KV0892'AND 3 FEET WEST OF THE BULKHEAD.  SET IN THE CENTER OF THE TOP OF
 KV0892'A 10 INCH TILE FILLED WITH CONCRETE LEVEL WITH THE GROUND AND
 KV0892'ROADWAY.
 KV0892
 KV0892                          STATION RECOVERY (1985)
 KV0892
 KV0892'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6817 ***********************************************************************
 KV6817  DESIGNATION -  2 P 1
 KV6817  PID         -  KV6817
 KV6817  STATE/COUNTY-  NJ/BERGEN
 KV6817  USGS QUAD   -  WEEHAWKEN (1995)
 KV6817
 KV6817                         *CURRENT SURVEY CONTROL
 KV6817  ___________________________________________________________________
 KV6817* NAD 83(1996)-  40 49 33.64887(N)    074 05 41.40844(W)     ADJUSTED  
 KV6817* NAVD 88     -         2.2    (meters)       7.     (feet)  GPS OBS   
 KV6817  ___________________________________________________________________
 KV6817  X           -   1,324,524.786 (meters)                     COMP
 KV6817  Y           -  -4,648,190.226 (meters)                     COMP
 KV6817  Z           -   4,147,802.267 (meters)                     COMP
 KV6817  LAPLACE CORR-           6.56  (seconds)                    DEFLEC99
 KV6817  ELLIP HEIGHT-         -29.87  (meters)          (10/23/02) GPS OBS
 KV6817  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 KV6817
 KV6817  HORZ ORDER  -  FIRST
 KV6817  ELLP ORDER  -  FOURTH    CLASS I
 KV6817
 KV6817.The horizontal coordinates were established by GPS observations
 KV6817.and adjusted by the National Geodetic Survey in May 1999..
 KV6817
 KV6817.The orthometric height was determined by GPS observations and a
 KV6817.high-resolution geoid model.
 KV6817
 KV6817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6817
 KV6817.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6817
 KV6817.The ellipsoidal height was determined by GPS observations
 KV6817.and is referenced to NAD 83.
 KV6817
 KV6817.The geoid height was determined by GEOID03.
 KV6817
 KV6817;                    North         East     Units Scale Factor Converg.
 KV6817;SPC NJ       -   221,306.913   184,174.681   MT  0.99991437   +0 15 53.6
 KV6817;SPC NJ       -   726,071.10    604,246.43   sFT  0.99991437   +0 15 53.6
 KV6817;SPC NY L     -    73,222.387   292,000.080   MT  0.99999499   -0 03 43.3
 KV6817;SPC NY L     -   240,230.45    958,003.60   sFT  0.99999499   -0 03 43.3
 KV6817;UTM  18      - 4,519,837.385   576,326.001   MT  0.99967170   +0 35 30.5
 KV6817
 KV6817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6817!SPC NJ       -   1.00000469  x   0.99991437  =   0.99991906
 KV6817!SPC NY L     -   1.00000469  x   0.99999499  =   0.99999968
 KV6817!UTM  18      -   1.00000469  x   0.99967170  =   0.99967638
 KV6817
 KV6817                          SUPERSEDED SURVEY CONTROL
 KV6817
 KV6817  NAD 83(1996)-  40 49 33.64867(N)    074 05 41.40863(W) AD(       ) 1
 KV6817  NAD 83(1996)-  40 49 33.64705(N)    074 05 41.41056(W) AD(       ) 1
 KV6817  NAD 83(1992)-  40 49 33.64643(N)    074 05 41.41101(W) AD(       ) 1
 KV6817  NAD 83(1986)-  40 49 33.64681(N)    074 05 41.41087(W) AD(       ) 1
 KV6817
 KV6817.Superseded values are not recommended for survey control.
 KV6817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6817.See file dsdata.txt to determine how the superseded data were derived.
 KV6817
 KV6817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7632619837(NAD 83)
 KV6817_MARKER: DD = SURVEY DISK
 KV6817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6817_SP_SET: CONCRETE POST
 KV6817_STAMPING: 2 P 1 1992
 KV6817_MARK LOGO: NJGS  
 KV6817_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6817+STABILITY: SURFACE MOTION
 KV6817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6817+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KV6817
 KV6817  HISTORY     - Date     Condition        Report By
 KV6817  HISTORY     - 1992     MONUMENTED       NJGS
 KV6817
 KV6817                          STATION DESCRIPTION
 KV6817
 KV6817'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6817'THE STATION IS LOCATED IN THE BOROUGH OF EAST RUTHERFORD ON THE EAST
 KV6817'SIDE OF STATE HIGHWAY 17, JUST NORTHEAST FROM THE INTERSECTION WITH
 KV6817'EAST UNION AVENUE, SOUTHEAST FROM THE HERB JORDAN AND SONS TIRE
 KV6817'CENTER, A TWO STORY BRICK BUILDING AND NORTHWEST FROM A THREE STORY
 KV6817'CONCRETE AND GLASS OFFICE BUILDING FOR THE ALLIED CORPORATION.  TO
 KV6817'REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 17 AND THE
 KV6817'EXIT RAMP FROM STATE HIGHWAY 3 WESTBOUND LANES, GO 0.8 MI (1.3 KM)
 KV6817'NORTH NORTHEAST ON STATE HIGHWAY 17 TO THE JUGHANDLE AND EXIT FOR
 KV6817'UNION AVENUE WEST ON THE RIGHT.  BEAR TO THE RIGHT AROUND THE
 KV6817'JUGHANDLE AND GO SOUTH SOUTHEAST FOR 0.05 MI (0.08 KM) TO THE STATION
 KV6817'ON THE RIGHT, SET FLUSH WITH THE GROUND JUST WEST OF THE WEST CURB OF
 KV6817'THE JUGHANDLE AND IN LINE WITH THE SOUTH FACE OF THE THREE STORY
 KV6817'OFFICE BUILDING FOR THE ALLIED CORPORATION.  THE STATION IS 4.8 M
 KV6817'(15.7 FT) NORTHWEST FROM THE WEST CURB OF THE JUGHANDLE, 36.2 M
 KV6817'(118.8 FT) NORTHEAST FROM THE CENTERLINE OF EAST UNION AVENUE, 9.9 M
 KV6817'(32.5 FT) NORTHWEST FROM THE CENTERLINE OF PAVING OF THE JUGHANDLE,
 KV6817'40.7 M (133.5 FT) SOUTH SOUTHEAST FROM POLE NUMBER 17.17 ON THE EAST
 KV6817'SIDE OF STATE HIGHWAY 17, 39.4 M (129.3 FT) SOUTHEAST FROM POLE
 KV6817'NUMBER PS 17.6 ERF, 41.4 M (135.8 FT) EAST FROM A FIRE HYDRANT AT THE
 KV6817'SOUTHEAST CORNER OF THE INTERSECTION OF STATE HIGHWAY 17 AND EAST
 KV6817'UNION AVENUE AND 31.0 M (101.7 FT) NORTH NORTHEAST FROM A RECTANGULAR
 KV6817'SHAPED ELECTRIC MANHOLE AT THE NORTH SIDE OF EAST UNION AVENUE.  THE
 KV6817'TOWER OF THE EMPIRE STATE BUILDING IS VISIBLE TO THE SOUTHEAST AND
 KV6817'CAN BE USED FOR AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0044 ***********************************************************************
 KV0044  DESIGNATION -  2 PRR
 KV0044  PID         -  KV0044
 KV0044  STATE/COUNTY-  NJ/UNION
 KV0044  USGS QUAD   -  PERTH AMBOY (1981)
 KV0044
 KV0044                         *CURRENT SURVEY CONTROL
 KV0044  ___________________________________________________________________
 KV0044* NAD 83(1986)-  40 36 48.     (N)    074 16 10.     (W)     SCALED    
 KV0044* NAVD 88     -         6.978  (meters)      22.89   (feet)  ADJUSTED  
 KV0044  ___________________________________________________________________
 KV0044  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KV0044  DYNAMIC HT  -           6.975 (meters)      22.88  (feet)  COMP
 KV0044  MODELED GRAV-     980,213.5   (mgal)                       NAVD 88
 KV0044
 KV0044  VERT ORDER  -  FIRST     CLASS I
 KV0044
 KV0044.The horizontal coordinates were scaled from a topographic map and have
 KV0044.an estimated accuracy of +/- 6 seconds.
 KV0044
 KV0044.The orthometric height was determined by differential leveling
 KV0044.and adjusted by the National Geodetic Survey in June 1991..
 KV0044
 KV0044.The geoid height was determined by GEOID03.
 KV0044
 KV0044.The dynamic height is computed by dividing the NAVD 88
 KV0044.geopotential number by the normal gravity value computed on the
 KV0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0044.degrees latitude (g = 980.6199 gals.).
 KV0044
 KV0044.The modeled gravity was interpolated from observed gravity values.
 KV0044
 KV0044;                    North         East    Units  Estimated Accuracy
 KV0044;SPC NJ       -   197,640.      169,510.      MT  (+/- 180 meters Scaled)
 KV0044
 KV0044                          SUPERSEDED SURVEY CONTROL
 KV0044
 KV0044  NGVD 29 (04/16/92)    7.297  (m)           23.94   (f) ADJUSTED    1 1
 KV0044
 KV0044.Superseded values are not recommended for survey control.
 KV0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0044.See file dsdata.txt to determine how the superseded data were derived.
 KV0044
 KV0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK617960(NAD 83)
 KV0044_MARKER: Q = CHISELED SQUARE
 KV0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0044_SP_SET: WINDOW SILL
 KV0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0044
 KV0044  HISTORY     - Date     Condition        Report By
 KV0044  HISTORY     - 1933     MONUMENTED       PRR
 KV0044  HISTORY     - 1934     GOOD             CGS
 KV0044  HISTORY     - 1965     GOOD             CGS
 KV0044  HISTORY     - 19940720 MARK NOT FOUND   USPSQD
 KV0044
 KV0044                          STATION DESCRIPTION
 KV0044
 KV0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0044'AT RAHWAY.
 KV0044'AT RAHWAY, UNION COUNTY, ON SCOTT STREET, 80 FEET SOUTH OF THE
 KV0044'PENNSYLVANIA RAILROAD OVERHEAD CROSSING, 30 FEET WEST OF THE
 KV0044'CENTERLINE OF SCOTT STREET, AT THE NORTH END OF A FACTORY,
 KV0044'ON THE TOP OF THE NORTH CORNER OF A FLAGSTONE WINDOW SILL NEXT
 KV0044'TO THE DOOR, AND ABOUT 4 FEET HIGHER THAN THE SIDEWALK.  A
 KV0044'CHISELED SQUARE.
 KV0044
 KV0044                          STATION RECOVERY (1965)
 KV0044
 KV0044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0044'RECOVERED IN GOOD CONDITION.
 KV0044
 KV0044                          STATION RECOVERY (1994)
 KV0044
 KV0044'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6818 ***********************************************************************
 KV6818  DESIGNATION -  2 Q 1
 KV6818  PID         -  KV6818
 KV6818  STATE/COUNTY-  NJ/BERGEN
 KV6818  USGS QUAD   -  WEEHAWKEN (1995)
 KV6818
 KV6818                         *CURRENT SURVEY CONTROL
 KV6818  ___________________________________________________________________
 KV6818* NAD 83(1996)-  40 48 43.94973(N)    074 05 16.28866(W)     ADJUSTED  
 KV6818* NAVD 88     -         2.2    (meters)       7.     (feet)  GPS OBS   
 KV6818  ___________________________________________________________________
 KV6818  X           -   1,325,365.606 (meters)                     COMP
 KV6818  Y           -  -4,648,992.641 (meters)                     COMP
 KV6818  Z           -   4,146,642.088 (meters)                     COMP
 KV6818  LAPLACE CORR-           6.69  (seconds)                    DEFLEC99
 KV6818  ELLIP HEIGHT-         -29.84  (meters)          (10/23/02) GPS OBS
 KV6818  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KV6818
 KV6818  HORZ ORDER  -  FIRST
 KV6818  ELLP ORDER  -  FOURTH    CLASS I
 KV6818
 KV6818.The horizontal coordinates were established by GPS observations
 KV6818.and adjusted by the National Geodetic Survey in May 1999..
 KV6818
 KV6818.The orthometric height was determined by GPS observations and a
 KV6818.high-resolution geoid model.
 KV6818
 KV6818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6818
 KV6818.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6818
 KV6818.The ellipsoidal height was determined by GPS observations
 KV6818.and is referenced to NAD 83.
 KV6818
 KV6818.The geoid height was determined by GEOID03.
 KV6818
 KV6818;                    North         East     Units Scale Factor Converg.
 KV6818;SPC NJ       -   219,776.719   184,770.445   MT  0.99991488   +0 16 09.7
 KV6818;SPC NJ       -   721,050.79    606,201.03   sFT  0.99991488   +0 16 09.7
 KV6818;SPC NY E     -   219,776.719   184,770.445   MT  0.99991488   +0 16 09.7
 KV6818;SPC NY E     -   721,050.79    606,201.03   sFT  0.99991488   +0 16 09.7
 KV6818;SPC NY L     -    71,688.695   292,587.151   MT  0.99999512   -0 03 26.9
 KV6818;SPC NY L     -   235,198.66    959,929.68   sFT  0.99999512   -0 03 26.9
 KV6818;UTM  18      - 4,518,310.984   576,930.339   MT  0.99967284   +0 35 46.3
 KV6818
 KV6818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6818!SPC NJ       -   1.00000468  x   0.99991488  =   0.99991956
 KV6818!SPC NY E     -   1.00000468  x   0.99991488  =   0.99991956
 KV6818!SPC NY L     -   1.00000468  x   0.99999512  =   0.99999980
 KV6818!UTM  18      -   1.00000468  x   0.99967284  =   0.99967752
 KV6818
 KV6818                          SUPERSEDED SURVEY CONTROL
 KV6818
 KV6818  NAD 83(1996)-  40 48 43.94954(N)    074 05 16.28880(W) AD(       ) 1
 KV6818  NAD 83(1996)-  40 48 43.94799(N)    074 05 16.29053(W) AD(       ) 1
 KV6818  NAD 83(1992)-  40 48 43.94721(N)    074 05 16.29121(W) AD(       ) 1
 KV6818  NAD 83(1986)-  40 48 43.94770(N)    074 05 16.29110(W) AD(       ) 1
 KV6818
 KV6818.Superseded values are not recommended for survey control.
 KV6818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6818.See file dsdata.txt to determine how the superseded data were derived.
 KV6818
 KV6818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7693018311(NAD 83)
 KV6818_MARKER: DD = SURVEY DISK
 KV6818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6818_SP_SET: CONCRETE POST
 KV6818_STAMPING: 2 Q 1 1992
 KV6818_MARK LOGO: NJGS  
 KV6818_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6818+STABILITY: SURFACE MOTION
 KV6818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6818+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KV6818
 KV6818  HISTORY     - Date     Condition        Report By
 KV6818  HISTORY     - 1992     MONUMENTED       NJGS
 KV6818
 KV6818                          STATION DESCRIPTION
 KV6818
 KV6818'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6818'THE STATION IS LOCATED IN THE BOROUGH OF EAST RUTHERFORD ON THE NORTH
 KV6818'SIDE OF SHERATON PLAZA DRIVE, ALSO KNOWN LOCALLY AS MARGINAL ROAD,
 KV6818'JUST WEST OF THE WEST ENTRANCE DRIVE TO THE MEADOWLANDS SPORTS
 KV6818'COMPLEX.  TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 KV6818'3 WESTBOUND AND THE EXIT RAMP FROM THE NEW JERSEY TURNPIKE AT
 KV6818'INTERCHANGE 16W, GO WEST ON STATE HIGHWAY 3 FOR 0.2 MI (0.3 KM) TO
 KV6818'THE JUNCTION WITH SHERATON PLAZA DRIVE AND THE EXIT FOR THE STADIUM
 KV6818'AND THE RACETRACK ON THE RIGHT.  BEAR TO THE RIGHT AND GO NORTHWEST
 KV6818'ON SHERATON PLAZA DRIVE FOR 0.3 MI (0.5 KM) TO THE STATION ON THE
 KV6818'LEFT, SET FLUSH WITH THE GROUND IN A TRIANGULAR SHAPED GRASS ISLAND,
 KV6818'JUST WEST OF THE WEST ENTRANCE DRIVE TO THE MEADOWLANDS SPORTS
 KV6818'COMPLEX.  THE STATION IS 13.7 M (44.9 FT) NORTH FROM THE CENTERLINE
 KV6818'OF SHERATON PLAZA DRIVE, 19.0 M (62.3 FT) WEST FROM THE CENTERLINE OF
 KV6818'THE ENTRANCE DRIVE TO THE MEADOWLANDS SPORTS COMPLEX, 5.8 M
 KV6818'(19.0 FT) NORTH FROM THE NORTH CURB OF SHERATON PLAZA DRIVE, 21.6 M
 KV6818'(70.9 FT) SOUTHWEST FROM AN INLET AT THE NORTHEAST CORNER OF THE
 KV6818'GRASS ISLAND, ADJACENT TO A LARGE TRAFFIC SIGN ATTACHED TO THREE WOOD
 KV6818'POSTS, 21.7 M (71.2 FT) EAST FROM THE WEST CONCRETE CURB NOSE OF THE
 KV6818'GRASS ISLAND AND 12.1 M (39.7 FT) WEST SOUTHWEST FROM A STOP SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6819 ***********************************************************************
 KV6819  DESIGNATION -  2 R 1
 KV6819  PID         -  KV6819
 KV6819  STATE/COUNTY-  NJ/BERGEN
 KV6819  USGS QUAD   -  WEEHAWKEN (1995)
 KV6819
 KV6819                         *CURRENT SURVEY CONTROL
 KV6819  ___________________________________________________________________
 KV6819* NAD 83(1996)-  40 51 05.66892(N)    074 00 23.61403(W)     ADJUSTED  
 KV6819* NAVD 88     -         2.1    (meters)       7.     (feet)  GPS OBS   
 KV6819  ___________________________________________________________________
 KV6819  X           -   1,331,173.339 (meters)                     COMP
 KV6819  Y           -  -4,644,359.804 (meters)                     COMP
 KV6819  Z           -   4,149,949.964 (meters)                     COMP
 KV6819  LAPLACE CORR-           7.92  (seconds)                    DEFLEC99
 KV6819  ELLIP HEIGHT-         -29.61  (meters)          (10/23/02) GPS OBS
 KV6819  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 KV6819
 KV6819  HORZ ORDER  -  FIRST
 KV6819  ELLP ORDER  -  FOURTH    CLASS I
 KV6819
 KV6819.The horizontal coordinates were established by GPS observations
 KV6819.and adjusted by the National Geodetic Survey in May 1999..
 KV6819
 KV6819.The orthometric height was determined by GPS observations and a
 KV6819.high-resolution geoid model.
 KV6819
 KV6819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6819
 KV6819.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6819
 KV6819.The ellipsoidal height was determined by GPS observations
 KV6819.and is referenced to NAD 83.
 KV6819
 KV6819.The geoid height was determined by GEOID03.
 KV6819
 KV6819;                    North         East     Units Scale Factor Converg.
 KV6819;SPC NJ       -   224,183.402   191,604.618   MT  0.99992130   +0 19 22.0
 KV6819;SPC NJ       -   735,508.38    628,622.82   sFT  0.99992130   +0 19 22.0
 KV6819;SPC NY E     -   224,183.402   191,604.618   MT  0.99992130   +0 19 22.0
 KV6819;SPC NY E     -   735,508.38    628,622.82   sFT  0.99992130   +0 19 22.0
 KV6819;SPC NY L     -    76,056.646   299,446.886   MT  0.99999490   -0 00 15.4
 KV6819;SPC NY L     -   249,529.18    982,435.33   sFT  0.99999490   -0 00 15.4
 KV6819;UTM  18      - 4,522,755.533   583,737.630   MT  0.99968630   +0 38 59.5
 KV6819
 KV6819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6819!SPC NJ       -   1.00000464  x   0.99992130  =   0.99992594
 KV6819!SPC NY E     -   1.00000464  x   0.99992130  =   0.99992594
 KV6819!SPC NY L     -   1.00000464  x   0.99999490  =   0.99999954
 KV6819!UTM  18      -   1.00000464  x   0.99968630  =   0.99969094
 KV6819
 KV6819                          SUPERSEDED SURVEY CONTROL
 KV6819
 KV6819  ELLIP H (05/14/99)  -29.60   (m)                       GP(       ) 4 1
 KV6819  NAD 83(1996)-  40 51 05.66878(N)    074 00 23.61413(W) AD(       ) 1
 KV6819  NAD 83(1996)-  40 51 05.66756(N)    074 00 23.61549(W) AD(       ) 1
 KV6819  NAD 83(1992)-  40 51 05.66596(N)    074 00 23.61635(W) AD(       ) 1
 KV6819  NAD 83(1986)-  40 51 05.66710(N)    074 00 23.61634(W) AD(       ) 1
 KV6819
 KV6819.Superseded values are not recommended for survey control.
 KV6819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6819.See file dsdata.txt to determine how the superseded data were derived.
 KV6819
 KV6819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8373822756(NAD 83)
 KV6819_MARKER: DD = SURVEY DISK
 KV6819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6819_SP_SET: CONCRETE POST
 KV6819_STAMPING: 2 R 1 1992
 KV6819_MARK LOGO: NJGS  
 KV6819_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6819+STABILITY: SURFACE MOTION
 KV6819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6819+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2002
 KV6819
 KV6819  HISTORY     - Date     Condition        Report By
 KV6819  HISTORY     - 1992     MONUMENTED       NJGS
 KV6819  HISTORY     - 20020712 GOOD             AASCO
 KV6819  HISTORY     - 20050717 MARK NOT FOUND   JCLS
 KV6819
 KV6819                          STATION DESCRIPTION
 KV6819
 KV6819'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6819'THE STATION IS LOCATED IN THE BOROUGH OF PALISADES PARK ON THE GROUNDS
 KV6819'OF OVERPECK PARK, JUST EAST OF OVERPECK CREEK.  TO REACH THE STATION
 KV6819'FROM THE INTERSECTION OF STATE HIGHWAY 93, GRAND AVENUE AND THE EXIT
 KV6819'RAMP FROM U.S. HIGHWAY 46, GO NORTHEAST ON GRAND AVENUE FOR 0.5 MI
 KV6819'(0.8 KM) TO THE TEE INTERSECTION WITH ROOSEVELT PLACE, WHICH IS ALSO
 KV6819'THE ENTRANCE ROAD FOR THE PALISADES PARK SWIM CLUB, ON THE LEFT.
 KV6819'TURN LEFT AND GO 0.25 MI (0.40 KM) NORTHWEST ON ROOSEVELT PLACE TO
 KV6819'THE ENTRANCE TO THE PARK.  CONTINUE 0.05 MI (0.08 KM) NORTHWEST ON
 KV6819'THE ENTRANCE ROAD TO THE STATION ON THE LEFT, SET FLUSH WITH THE
 KV6819'GROUND IN THE FIRST GRASS ISLAND OF THE PARKING LOT, NORTHEAST OF AND
 KV6819'NORMAL TO A 6 FT (1.8 M) HIGH CHAIN LINK FENCE SURROUNDING THE NORTH
 KV6819'SIDE OF A FOOTBALL FIELD.  THE STATION IS 20.5 M (67.3 FT) NORTHEAST
 KV6819'FROM AND NORMAL TO A 6 FT (1.8 M) HIGH CHAIN LINK FENCE SURRONDING
 KV6819'THE NORTH SIDE OF A FOOTBALL FIELD, 4.5 M (14.8 FT) EAST NORTHEAST
 KV6819'FROM THE CENTER OF A 2 FT (0.6 M) WIDE DRAINAGE OPENING IN THE CURB
 KV6819'OF THE GRASS ISLAND, 42.9 M (140.7 FT) EAST NORTEAST FROM A LONE 1 FT
 KV6819'(0.3 M) DIAMETER WEEPING WILLOW TREE AT THE WEST END OF THE GRASS
 KV6819'ISLAND, 0.9 M (3.0 FT) SOUTHEAST FROM THE NORTH CURB OF THE GRASS
 KV6819'ISLAND, 1.0 M (3.3 FT) NORTHEAST FROM THE SOUTH CURB OF THE GRASS
 KV6819'ISLAND AND 42.7 M (140.1 FT) SOUTHWEST FROM THE CENTER OF THE
 KV6819'ENTRANCE ROAD LEADING TO THE PARK.
 KV6819
 KV6819                          STATION RECOVERY (2002)
 KV6819
 KV6819'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (CAS)
 KV6819'RECOVERED IN GOOD CONDITION.
 KV6819
 KV6819                          STATION RECOVERY (2005)
 KV6819
 KV6819'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 KV6819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU5154 ***********************************************************************
 KU5154  DESIGNATION -  2 S 1
 KU5154  PID         -  KU5154
 KU5154  STATE/COUNTY-  NJ/BERGEN
 KU5154  USGS QUAD   -  YONKERS (1979)
 KU5154
 KU5154                         *CURRENT SURVEY CONTROL
 KU5154  ___________________________________________________________________
 KU5154* NAD 83(1996)-  40 52 52.63652(N)    073 56 38.02178(W)     ADJUSTED  
 KU5154* NAVD 88     -         1.3    (meters)       4.     (feet)  GPS OBS   
 KU5154  ___________________________________________________________________
 KU5154  X           -   1,335,654.839 (meters)                     COMP
 KU5154  Y           -  -4,640,825.937 (meters)                     COMP
 KU5154  Z           -   4,152,444.916 (meters)                     COMP
 KU5154  LAPLACE CORR-           6.00  (seconds)                    DEFLEC99
 KU5154  ELLIP HEIGHT-         -30.20  (meters)          (10/23/02) GPS OBS
 KU5154  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 KU5154
 KU5154  HORZ ORDER  -  FIRST
 KU5154  ELLP ORDER  -  FOURTH    CLASS I
 KU5154
 KU5154.The horizontal coordinates were established by GPS observations
 KU5154.and adjusted by the National Geodetic Survey in May 1999..
 KU5154
 KU5154.The orthometric height was determined by GPS observations and a
 KU5154.high-resolution geoid model.
 KU5154
 KU5154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5154
 KU5154.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5154
 KU5154.The ellipsoidal height was determined by GPS observations
 KU5154.and is referenced to NAD 83.
 KU5154
 KU5154.The geoid height was determined by GEOID03.
 KU5154
 KU5154;                    North         East     Units Scale Factor Converg.
 KU5154;SPC NJ       -   227,514.442   196,867.268   MT  0.99992703   +0 21 50.3
 KU5154;SPC NJ       -   746,436.97    645,888.70   sFT  0.99992703   +0 21 50.3
 KU5154;SPC NY E     -   227,514.442   196,867.268   MT  0.99992703   +0 21 50.3
 KU5154;SPC NY E     -   746,436.97    645,888.70   sFT  0.99992703   +0 21 50.3
 KU5154;UTM  18      - 4,526,115.790   588,979.955   MT  0.99969745   +0 41 28.5
 KU5154
 KU5154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5154!SPC NJ       -   1.00000474  x   0.99992703  =   0.99993177
 KU5154!SPC NY E     -   1.00000474  x   0.99992703  =   0.99993177
 KU5154!UTM  18      -   1.00000474  x   0.99969745  =   0.99970219
 KU5154
 KU5154|---------------------------------------------------------------------|
 KU5154| PID    Reference Object                     Distance      Geod. Az  |
 KU5154|                                                           dddmmss.s |
 KU5154| KU4042 DYCK 1930                           280.096 METERS 01110     |
 KU5154|---------------------------------------------------------------------|
 KU5154
 KU5154                          SUPERSEDED SURVEY CONTROL
 KU5154
 KU5154  ELLIP H (05/14/99)  -30.19   (m)                       GP(       ) 4 1
 KU5154  NAD 83(1996)-  40 52 52.63648(N)    073 56 38.02180(W) AD(       ) 1
 KU5154  NAD 83(1996)-  40 52 52.63622(N)    073 56 38.02264(W) AD(       ) 1
 KU5154  NAD 83(1992)-  40 52 52.63362(N)    073 56 38.02364(W) AD(       ) 1
 KU5154  NAD 83(1986)-  40 52 52.63576(N)    073 56 38.02328(W) AD(       ) 1
 KU5154
 KU5154.Superseded values are not recommended for survey control.
 KU5154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5154.See file dsdata.txt to determine how the superseded data were derived.
 KU5154
 KU5154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8898026116(NAD 83)
 KU5154_MARKER: DD = SURVEY DISK
 KU5154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU5154_SP_SET: CONCRETE PLATFORM OF A DOCK
 KU5154_STAMPING: 2 S 1 1992
 KU5154_MARK LOGO: NJGS  
 KU5154_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU5154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5154+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KU5154
 KU5154  HISTORY     - Date     Condition        Report By
 KU5154  HISTORY     - 1992     MONUMENTED       NJGS
 KU5154  HISTORY     - 20051127 GOOD             GEOCAC
 KU5154
 KU5154                          STATION DESCRIPTION
 KU5154
 KU5154'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KU5154'THE STATION IS LOCATED IN THE BOROUGH OF ENGLEWOOD CLIFFS ON THE WEST
 KU5154'SHORE OF THE HUDSON RIVER ON THE TOP OF A CONSPICUOUS SQUARE CONCRETE
 KU5154'DOCK THAT PROJECTS OUT ABOUT 75 M (246.1 FT) INTO THE HUDSON RIVER,
 KU5154'JUST NORTH OF THE ENGLEWOOD BOAT BASIN.  TO REACH THE STATION FROM
 KU5154'EXIT 1 OF THE PALISADES INTERSTATE PARKWAY, FOLLOW A WINDING TWO LANE
 KU5154'ROAD DOWN TO THE ENGLEWOOD BOAT BASIN.  CONTINUE TO FOLLOW THE ROAD
 KU5154'NORTH PAST THE BOAT BASIN TO A PICNIC AREA AND THE END OF TRUCK TRAVEL
 KU5154'AT A ONE STORY STONE STRUCTURE.  PARK TRUCK AND PACK EAST ABOUT 75 M
 KU5154'(246.1 FT) ALONG A CONCRETE CAUSEWAY TO THE CONCRETE DOCK AND THE
 KU5154'STATION ON THE RIGHT SET FLUSH IN THE TOP OF THE CONCRETE SLAB AT THE
 KU5154'SOUTHEAST CORNER OF THE DOCK. THE STATION IS 0.8 M (2.6 FT) NORTHWEST
 KU5154'FROM THE EAST END OF THE DOCK, 0.95 M (3.12 FT) NORTHEAST FROM THE
 KU5154'SOUTH END OF THE DOCK AND 7.7 M (25.3 FT) SOUTHEAST FROM THE
 KU5154'NORTHWEST END OF THE DOCK.
 KU5154
 KU5154                          STATION RECOVERY (2005)
 KU5154
 KU5154'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KU5154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0177 ***********************************************************************
 JU0177  DESIGNATION -  2 STA 44
 JU0177  PID         -  JU0177
 JU0177  STATE/COUNTY-  NJ/OCEAN
 JU0177  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU0177
 JU0177                         *CURRENT SURVEY CONTROL
 JU0177  ___________________________________________________________________
 JU0177* NAD 83(1986)-  39 45 43.     (N)    074 06 26.     (W)     SCALED    
 JU0177* NAVD 88     -         1.581  (meters)       5.19   (feet)  ADJUSTED  
 JU0177  ___________________________________________________________________
 JU0177  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JU0177  DYNAMIC HT  -           1.580 (meters)       5.18  (feet)  COMP
 JU0177  MODELED GRAV-     980,161.7   (mgal)                       NAVD 88
 JU0177
 JU0177  VERT ORDER  -  FIRST     CLASS II
 JU0177
 JU0177.The horizontal coordinates were scaled from a topographic map and have
 JU0177.an estimated accuracy of +/- 6 seconds.
 JU0177
 JU0177.The orthometric height was determined by differential leveling
 JU0177.and adjusted by the National Geodetic Survey in June 1991..
 JU0177
 JU0177.The geoid height was determined by GEOID03.
 JU0177
 JU0177.The dynamic height is computed by dividing the NAVD 88
 JU0177.geopotential number by the normal gravity value computed on the
 JU0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0177.degrees latitude (g = 980.6199 gals.).
 JU0177
 JU0177.The modeled gravity was interpolated from observed gravity values.
 JU0177
 JU0177;                    North         East    Units  Estimated Accuracy
 JU0177;SPC NJ       -   103,160.      183,650.      MT  (+/- 180 meters Scaled)
 JU0177
 JU0177                          SUPERSEDED SURVEY CONTROL
 JU0177
 JU0177  NGVD 29 (??/??/??)    1.992  (m)            6.54   (f) ADJUSTED    1 2
 JU0177
 JU0177.Superseded values are not recommended for survey control.
 JU0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0177.See file dsdata.txt to determine how the superseded data were derived.
 JU0177
 JU0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK764017(NAD 83)
 JU0177_MARKER: X = CHISELED CROSS
 JU0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0177+STABILITY: SURFACE MOTION
 JU0177
 JU0177  HISTORY     - Date     Condition        Report By
 JU0177  HISTORY     - UNK      MONUMENTED       RBNF
 JU0177  HISTORY     - 1934     POOR             CGS
 JU0177  HISTORY     - 1964     MARK NOT FOUND   CGS
 JU0177
 JU0177                          STATION DESCRIPTION
 JU0177
 JU0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JU0177'AT BARNEGAT LIGHT.
 JU0177'AT BARNEGAT CITY, OCEAN COUNTY, 100 YARDS WEST OF THE POST OFFICE,
 JU0177'AND 5 FEET NORTHWEST OF POLE 323.  A CROSS, CUT IN THE TOP OF A
 JU0177'CONCRETE POST WHICH PROJECTS 12 INCHES ABOVE GROUND.  NOTE-- THE
 JU0177'ORIGIN OF THIS MARK IS UNKNOWN.
 JU0177
 JU0177                          STATION RECOVERY (1964)
 JU0177
 JU0177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU5155 ***********************************************************************
 KU5155  DESIGNATION -  2 T 1
 KU5155  PID         -  KU5155
 KU5155  STATE/COUNTY-  NJ/BERGEN
 KU5155  USGS QUAD   -  YONKERS (1979)
 KU5155
 KU5155                         *CURRENT SURVEY CONTROL
 KU5155  ___________________________________________________________________
 KU5155* NAD 83(1996)-  40 56 27.48100(N)    073 55 37.81053(W)     ADJUSTED  
 KU5155* NAVD 88     -       131.9    (meters)     433.     (feet)  GPS OBS   
 KU5155  ___________________________________________________________________
 KU5155  X           -   1,335,835.199 (meters)                     COMP
 KU5155  Y           -  -4,636,360.142 (meters)                     COMP
 KU5155  Z           -   4,157,539.110 (meters)                     COMP
 KU5155  LAPLACE CORR-           6.73  (seconds)                    DEFLEC99
 KU5155  ELLIP HEIGHT-         100.51  (meters)          (10/23/02) GPS OBS
 KU5155  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 KU5155
 KU5155  HORZ ORDER  -  FIRST
 KU5155  ELLP ORDER  -  FOURTH    CLASS I
 KU5155
 KU5155.The horizontal coordinates were established by GPS observations
 KU5155.and adjusted by the National Geodetic Survey in May 1999..
 KU5155
 KU5155.The orthometric height was determined by GPS observations and a
 KU5155.high-resolution geoid model.
 KU5155
 KU5155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU5155
 KU5155.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU5155
 KU5155.The ellipsoidal height was determined by GPS observations
 KU5155.and is referenced to NAD 83.
 KU5155
 KU5155.The geoid height was determined by GEOID03.
 KU5155
 KU5155;                    North         East     Units Scale Factor Converg.
 KU5155;SPC NJ       -   234,150.402   198,233.459   MT  0.99992862   +0 22 31.3
 KU5155;SPC NJ       -   768,208.44    650,370.94   sFT  0.99992862   +0 22 31.3
 KU5155;SPC NY E     -   234,150.402   198,233.459   MT  0.99992862   +0 22 31.3
 KU5155;SPC NY E     -   768,208.44    650,370.94   sFT  0.99992862   +0 22 31.3
 KU5155;UTM  18      - 4,532,757.929   590,307.890   MT  0.99970038   +0 42 11.0
 KU5155
 KU5155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU5155!SPC NJ       -   0.99998423  x   0.99992862  =   0.99991286
 KU5155!SPC NY E     -   0.99998423  x   0.99992862  =   0.99991286
 KU5155!UTM  18      -   0.99998423  x   0.99970038  =   0.99968462
 KU5155
 KU5155                          SUPERSEDED SURVEY CONTROL
 KU5155
 KU5155  ELLIP H (05/14/99)  100.52   (m)                       GP(       ) 4 1
 KU5155  NAD 83(1996)-  40 56 27.48096(N)    073 55 37.81055(W) AD(       ) 1
 KU5155  NAD 83(1996)-  40 56 27.48078(N)    073 55 37.81138(W) AD(       ) 1
 KU5155  NAD 83(1992)-  40 56 27.47820(N)    073 55 37.81238(W) AD(       ) 1
 KU5155  NAD 83(1986)-  40 56 27.48034(N)    073 55 37.81200(W) AD(       ) 1
 KU5155
 KU5155.Superseded values are not recommended for survey control.
 KU5155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU5155.See file dsdata.txt to determine how the superseded data were derived.
 KU5155
 KU5155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9030832758(NAD 83)
 KU5155_MARKER: DD = SURVEY DISK
 KU5155_SETTING: 66 = SET IN ROCK OUTCROP
 KU5155_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KU5155_STAMPING: 2 T 1
 KU5155_MARK LOGO: NJGS  
 KU5155_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU5155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU5155+STABILITY: POSITION/ELEVATION WELL
 KU5155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU5155+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2004
 KU5155
 KU5155  HISTORY     - Date     Condition        Report By
 KU5155  HISTORY     - 1992     MONUMENTED       NJGS
 KU5155  HISTORY     - 20040928 GOOD             JCLS
 KU5155
 KU5155                          STATION DESCRIPTION
 KU5155
 KU5155'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KU5155'THE STATION IS LOCATED IN THE BOROUGH OF ALPINE ON THE GROUNDS OF THE
 KU5155'ALPINE PUBLIC SCHOOL ON THE SOUTH SIDE OF HILLSIDE ROAD.  TO REACH
 KU5155'THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 9W AND CLOSTER DOCK
 KU5155'ROAD, GO SOUTH ON U.S. HIGHWAY 9W FOR 0.4 MI (0.6 KM) TO THE TEE
 KU5155'INTERSECTION WITH HILLSIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST
 KU5155'ON HILLSIDE FOR 0.2 MI (0.3 KM) TO THE PAVED DRIVEWAY FOR THE ALPINE
 KU5155'PUBLIC SCHOOL ON THE LEFT.  TURN LEFT AND FOLLOW THE PAVED DRIVEWAY
 KU5155'AROUND TO THE RIGHT FOR 0.1 MI (0.2 KM) TO THE ADMINISTRATIVE OFFICES
 KU5155'AND THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN A ROCK
 KU5155'OUTCROP.  THE STATION IS 6.2 M (20.3 FT) SOUTHWEST FROM THE SOUTHWEST
 KU5155'GUTTER LINE OF THE DRIVEWAY, 19.4 M (63.6 FT) SOUTHEAST FROM THE
 KU5155'FLAGPOLE IN FRONT OF THE SCHOOL, 17.1 M (56.1 FT) WEST SOUTHWEST FROM
 KU5155'AN INLET IN THE DRIVEWAY, 10.9 M (35.8 FT) NORTH FROM THE NORTHEAST
 KU5155'CORNER OF THE EASTERN MOST SECTION OF THE SCHOOL AND 11.5 M
 KU5155'(37.7 FT) EAST FROM THE NORTHWEST CORNER OF THE EASTERN MOST SECTION
 KU5155'OF THE SCHOOL.
 KU5155
 KU5155                          STATION RECOVERY (2004)
 KU5155
 KU5155'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 KU5155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2903 ***********************************************************************
 LY2903  DESIGNATION -  2 U 1
 LY2903  PID         -  LY2903
 LY2903  STATE/COUNTY-  NJ/BERGEN
 LY2903  USGS QUAD   -  PARK RIDGE (1995)
 LY2903
 LY2903                         *CURRENT SURVEY CONTROL
 LY2903  ___________________________________________________________________
 LY2903* NAD 83(1996)-  41 00 29.86874(N)    074 00 30.01844(W)     ADJUSTED  
 LY2903* NAVD 88     -        19.3    (meters)      63.     (feet)  GPS OBS   
 LY2903  ___________________________________________________________________
 LY2903  X           -   1,327,891.449 (meters)                     COMP
 LY2903  Y           -  -4,633,452.714 (meters)                     COMP
 LY2903  Z           -   4,163,110.443 (meters)                     COMP
 LY2903  LAPLACE CORR-           7.10  (seconds)                    DEFLEC99
 LY2903  ELLIP HEIGHT-         -12.35  (meters)          (10/23/02) GPS OBS
 LY2903  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 LY2903
 LY2903  HORZ ORDER  -  FIRST
 LY2903  ELLP ORDER  -  FOURTH    CLASS I
 LY2903
 LY2903.The horizontal coordinates were established by GPS observations
 LY2903.and adjusted by the National Geodetic Survey in May 1999..
 LY2903
 LY2903.The orthometric height was determined by GPS observations and a
 LY2903.high-resolution geoid model.
 LY2903
 LY2903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2903
 LY2903.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2903
 LY2903.The ellipsoidal height was determined by GPS observations
 LY2903.and is referenced to NAD 83.
 LY2903
 LY2903.The geoid height was determined by GEOID03.
 LY2903
 LY2903;                    North         East     Units Scale Factor Converg.
 LY2903;SPC NJ       -   241,585.308   191,356.783   MT  0.99992104   +0 19 21.4
 LY2903;SPC NJ       -   792,601.13    627,809.71   sFT  0.99992104   +0 19 21.4
 LY2903;SPC NY E     -   241,585.308   191,356.783   MT  0.99992104   +0 19 21.4
 LY2903;SPC NY E     -   792,601.13    627,809.71   sFT  0.99992104   +0 19 21.4
 LY2903;UTM  18      - 4,540,151.644   583,390.382   MT  0.99968559   +0 39 02.6
 LY2903
 LY2903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2903!SPC NJ       -   1.00000194  x   0.99992104  =   0.99992298
 LY2903!SPC NY E     -   1.00000194  x   0.99992104  =   0.99992298
 LY2903!UTM  18      -   1.00000194  x   0.99968559  =   0.99968753
 LY2903
 LY2903                          SUPERSEDED SURVEY CONTROL
 LY2903
 LY2903  ELLIP H (05/14/99)  -12.34   (m)                       GP(       ) 4 1
 LY2903  NAD 83(1996)-  41 00 29.86873(N)    074 00 30.01845(W) AD(       ) 1
 LY2903  NAD 83(1996)-  41 00 29.86882(N)    074 00 30.01925(W) AD(       ) 1
 LY2903  NAD 83(1992)-  41 00 29.86603(N)    074 00 30.02033(W) AD(       ) 1
 LY2903  NAD 83(1986)-  41 00 29.86846(N)    074 00 30.01976(W) AD(       ) 1
 LY2903
 LY2903.Superseded values are not recommended for survey control.
 LY2903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2903.See file dsdata.txt to determine how the superseded data were derived.
 LY2903
 LY2903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8339040152(NAD 83)
 LY2903_MARKER: DD = SURVEY DISK
 LY2903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2903_SP_SET: CONCRETE POST
 LY2903_STAMPING: 2 U 1 1992
 LY2903_MARK LOGO: NJGS  
 LY2903_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2903+STABILITY: SURFACE MOTION
 LY2903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2903+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003
 LY2903
 LY2903  HISTORY     - Date     Condition        Report By
 LY2903  HISTORY     - 1992     MONUMENTED       NJGS
 LY2903  HISTORY     - 20010918 GOOD             INDIV
 LY2903  HISTORY     - 20011203 GOOD             INDIV
 LY2903  HISTORY     - 20021029 GOOD             INDIV
 LY2903  HISTORY     - 20030108 GOOD             INDIV
 LY2903
 LY2903                          STATION DESCRIPTION
 LY2903
 LY2903'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 LY2903'THE STATION IS LOCATED IN RIVER VALE TOWNSHIP ON THE GROUNDS OF THE
 LY2903'GINNY HACK MEMORIAL SOFTBALL FIELD, JUST SOUTHEAST FROM THE RIVER
 LY2903'VALE TOWNSHIP PUBLIC LIBRARY, A ONE STORY BRICK AND GLASS BUILDING.
 LY2903'TO REACH THE STATION FROM THE INTERSECTION OF GRAND AVENUE AND THE
 LY2903'RAMP FROM THE GARDEN STATE PARKWAY AT EXIT 172, GO EAST ON GRAND
 LY2903'AVENUE FOR 2.20 MI (3.54 KM) TO THE MONTVALE RAILROAD STATION.
 LY2903'CONTINUE AHEAD ON GRAND AVENUE FOR 0.85 MI (1.37 KM) TO THE TEE
 LY2903'INTERSECTION WITH RIVERVALE ROAD.  TURN RIGHT AND GO SOUTH ON
 LY2903'RIVERVALE ROAD FOR 2.1 MI (3.4 KM) TO A FORK.  BEAR TO THE RIGHT AND
 LY2903'GO 0.35 MI (0.56 KM) SOUTHWEST ON RIVERVALE ROAD TO THE ENTRANCE
 LY2903'DRIVE LEADING TO THE PUBLIC LIBRARY ON THE LEFT, NEXT TO THE RIVER
 LY2903'VALE TOWNSHIP HALL.  TURN LEFT AND GO 0.10 MI (0.16 KM) SOUTHEAST ON
 LY2903'THE PAVED DRIVE TO THE STATION ON THE RIGHT.  THE STATION IS 6.2 M
 LY2903'(20.3 FT) NORTH NORTHEAST FROM THE WEST CORNER FENCE POST OF A 4 FT
 LY2903'(1.2 M) HIGH CHAIN LINK FENCE ALONG THE FIRST BASELINE OF THE
 LY2903'SOFTBALL FIELD, 1.1 M (3.6 FT) SOUTH FROM THE SOUTH CURB OF THE DRIVE
 LY2903'LEADING INTO THE LIBRARY PARKING LOT, 25.0 M (82.0 FT) SOUTHEAST FROM
 LY2903'THE SOUTHEAST CORNER OF THE LIBRARY BUILDING, 40.3 M (132.2 FT)
 LY2903'SOUTHEAST FROM THE CENTER OF THE FLAGPOLE AT THE FRONT ENTRANCE TO THE
 LY2903'LIBRARY BUILDING, 5.3 M (17.4 FT) SOUTHWEST FROM THE CENTER OF AN
 LY2903'INLET IN THE PAVED DRIVE AND 31.5 M (103.3 FT) WEST NORTHWEST FROM
 LY2903'THE SOUTHEAST CORNER OF THE PARKING LOT FOR THE LIBRARY.  THE STATION
 LY2903'IS SET FLUSH WITH THE GROUND.
 LY2903
 LY2903                          STATION RECOVERY (2001)
 LY2903
 LY2903'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (FP)
 LY2903'RECOVERED AS DESCRIBED
 LY2903
 LY2903                          STATION RECOVERY (2001)
 LY2903
 LY2903'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (FP)
 LY2903'FOUND IN GOOD CONDITION
 LY2903
 LY2903                          STATION RECOVERY (2002)
 LY2903
 LY2903'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FP)
 LY2903'RECOVERED AS DESCRIBED BY MACDEL ENGINEERING, P.C.
 LY2903
 LY2903                          STATION RECOVERY (2003)
 LY2903
 LY2903'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (FP)
 LY2903'RECOVERED AS DESCRIBED BY MACDEL ENGINEERING, P.C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0989 ***********************************************************************
 JU0989  DESIGNATION -  2 USE
 JU0989  PID         -  JU0989
 JU0989  STATE/COUNTY-  NJ/CUMBERLAND
 JU0989  USGS QUAD   -  MILLVILLE (1997)
 JU0989
 JU0989                         *CURRENT SURVEY CONTROL
 JU0989  ___________________________________________________________________
 JU0989* NAD 83(1986)-  39 23 42.     (N)    075 02 25.     (W)     SCALED    
 JU0989* NAVD 88     -         1.570  (meters)       5.15   (feet)  ADJUSTED  
 JU0989  ___________________________________________________________________
 JU0989  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JU0989  DYNAMIC HT  -           1.570 (meters)       5.15  (feet)  COMP
 JU0989  MODELED GRAV-     980,124.4   (mgal)                       NAVD 88
 JU0989
 JU0989  VERT ORDER  -  SECOND    CLASS 0
 JU0989
 JU0989.The horizontal coordinates were scaled from a topographic map and have
 JU0989.an estimated accuracy of +/- 6 seconds.
 JU0989
 JU0989.The orthometric height was determined by differential leveling
 JU0989.and adjusted by the National Geodetic Survey in June 1991..
 JU0989
 JU0989.The geoid height was determined by GEOID03.
 JU0989
 JU0989.The dynamic height is computed by dividing the NAVD 88
 JU0989.geopotential number by the normal gravity value computed on the
 JU0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0989.degrees latitude (g = 980.6199 gals.).
 JU0989
 JU0989.The modeled gravity was interpolated from observed gravity values.
 JU0989
 JU0989;                    North         East    Units  Estimated Accuracy
 JU0989;SPC NJ       -    62,490.      103,460.      MT  (+/- 180 meters Scaled)
 JU0989
 JU0989                          SUPERSEDED SURVEY CONTROL
 JU0989
 JU0989  NGVD 29 (04/16/92)    1.901  (m)            6.24   (f) ADJUSTED    2 0
 JU0989
 JU0989.Superseded values are not recommended for survey control.
 JU0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0989.See file dsdata.txt to determine how the superseded data were derived.
 JU0989
 JU0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ965606(NAD 83)
 JU0989_MARKER: X = CHISELED CROSS
 JU0989_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0989_SP_SET: CONCRETE WALL
 JU0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0989
 JU0989  HISTORY     - Date     Condition        Report By
 JU0989  HISTORY     - UNK      MONUMENTED       DOD
 JU0989  HISTORY     - 1961     GOOD             CGS
 JU0989  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0989
 JU0989                          STATION DESCRIPTION
 JU0989
 JU0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0989'AT MILLVILLE.
 JU0989'A CROSS CUT IN THE TOP OF THE CONCRETE WALL ON THE SIDE OF THE
 JU0989'MAURICE RIVER, 61 FEET SOUTH OF THE CENTER LINE OF MAIN AVENUE
 JU0989'AND 1 INCH NORTH OF THE SOUTH END OF THE CONCRETE WALL, 2.5
 JU0989'FEET BELOW THE LEVEL OF MAIN AVENUE.  NOTE-- THE CROSS IS NOT
 JU0989'VERY PLAIN.
 JU0989
 JU0989                          STATION RECOVERY (1979)
 JU0989
 JU0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0989'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0285 ***********************************************************************
 JU0285  DESIGNATION -  2 USFWS
 JU0285  PID         -  JU0285
 JU0285  STATE/COUNTY-  NJ/ATLANTIC
 JU0285  USGS QUAD   -  OCEANVILLE (1989)
 JU0285
 JU0285                         *CURRENT SURVEY CONTROL
 JU0285  ___________________________________________________________________
 JU0285* NAD 83(1986)-  39 27 30.     (N)    074 25 41.     (W)     SCALED    
 JU0285* NAVD 88     -         1.231  (meters)       4.04   (feet)  ADJUSTED  
 JU0285  ___________________________________________________________________
 JU0285  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JU0285  DYNAMIC HT  -           1.231 (meters)       4.04  (feet)  COMP
 JU0285  MODELED GRAV-     980,126.0   (mgal)                       NAVD 88
 JU0285
 JU0285  VERT ORDER  -  SECOND    CLASS 0
 JU0285
 JU0285.The horizontal coordinates were scaled from a topographic map and have
 JU0285.an estimated accuracy of +/- 6 seconds.
 JU0285
 JU0285.The orthometric height was determined by differential leveling
 JU0285.and adjusted by the National Geodetic Survey in June 1991..
 JU0285
 JU0285.The geoid height was determined by GEOID03.
 JU0285
 JU0285.The dynamic height is computed by dividing the NAVD 88
 JU0285.geopotential number by the normal gravity value computed on the
 JU0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0285.degrees latitude (g = 980.6199 gals.).
 JU0285
 JU0285.The modeled gravity was interpolated from observed gravity values.
 JU0285
 JU0285;                    North         East    Units  Estimated Accuracy
 JU0285;SPC NJ       -    69,380.      156,190.      MT  (+/- 180 meters Scaled)
 JU0285
 JU0285                          SUPERSEDED SURVEY CONTROL
 JU0285
 JU0285  NGVD 29 (??/??/??)    1.613  (m)            5.29   (f) ADJUSTED    2 0
 JU0285
 JU0285.Superseded values are not recommended for survey control.
 JU0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0285.See file dsdata.txt to determine how the superseded data were derived.
 JU0285
 JU0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ492677(NAD 83)
 JU0285_MARKER: DD = SURVEY DISK
 JU0285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0285_SP_SET: BRIDGE
 JU0285_STAMPING: NO 2
 JU0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0285
 JU0285  HISTORY     - Date     Condition        Report By
 JU0285  HISTORY     - UNK      MONUMENTED       USFWS
 JU0285  HISTORY     - 1974     GOOD             NGS
 JU0285
 JU0285                          STATION DESCRIPTION
 JU0285
 JU0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JU0285'2 MI SE FROM OCEANVILLE.
 JU0285'0.75 MILE SOUTHEAST ALONG GREAT CREEK ROAD FROM THE JUNCTION
 JU0285'OF U.S. HIGHWAY 9 AT OCEANVILLE, TO THE BRIGANTINE NATIONAL
 JU0285'WILDLIFE REFUGE OFFICE, THENCE 1.05 MILE SOUTHEAST ALONG DIKE
 JU0285'TO A CROSS DIKE, THENCE 0.2 MILE NORTHEAST ALONG CROSS DIKE TO
 JU0285'A WATER CONTROL BRIDGE, IN THE NORTHEAST END OF THE SOUTHEAST
 JU0285'ABUTMENT OF THE BRIDGE, 34 FEET SOUTHEAST OF THE CENTER OF THE
 JU0285'DIKE.  SET IN A DRILL HOLE ONE FOOT BELOW THE TOP OF THE DIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5223 ***********************************************************************
 AA5223  DESIGNATION -  2 W 1
 AA5223  PID         -  AA5223
 AA5223  STATE/COUNTY-  NJ/BERGEN
 AA5223  USGS QUAD   -  RAMSEY (1995)
 AA5223
 AA5223                         *CURRENT SURVEY CONTROL
 AA5223  ___________________________________________________________________
 AA5223* NAD 83(1996)-  41 01 23.18672(N)    074 13 29.25499(W)     ADJUSTED  
 AA5223* NAVD 88     -       105.2    (meters)     345.     (feet)  GPS OBS   
 AA5223  ___________________________________________________________________
 AA5223  X           -   1,310,101.605 (meters)                     COMP
 AA5223  Y           -  -4,637,459.435 (meters)                     COMP
 AA5223  Z           -   4,164,407.505 (meters)                     COMP
 AA5223  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 AA5223  ELLIP HEIGHT-          73.02  (meters)          (10/23/02) GPS OBS
 AA5223  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 AA5223
 AA5223  HORZ ORDER  -  FIRST
 AA5223  ELLP ORDER  -  FOURTH    CLASS I
 AA5223
 AA5223.The horizontal coordinates were established by GPS observations
 AA5223.and adjusted by the National Geodetic Survey in May 1999..
 AA5223
 AA5223.The orthometric height was determined by GPS observations and a
 AA5223.high-resolution geoid model.
 AA5223
 AA5223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5223
 AA5223.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5223
 AA5223.The ellipsoidal height was determined by GPS observations
 AA5223.and is referenced to NAD 83.
 AA5223
 AA5223.The geoid height was determined by GEOID03.
 AA5223
 AA5223;                    North         East     Units Scale Factor Converg.
 AA5223;SPC NJ       -   243,149.966   173,144.197   MT  0.99990659   +0 10 50.3
 AA5223;SPC NJ       -   797,734.51    568,057.25   sFT  0.99990659   +0 10 50.3
 AA5223;UTM  18      - 4,541,611.608   565,173.596   MT  0.99965228   +0 30 31.8
 AA5223
 AA5223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5223!SPC NJ       -   0.99998855  x   0.99990659  =   0.99989514
 AA5223!UTM  18      -   0.99998855  x   0.99965228  =   0.99964083
 AA5223
 AA5223                          SUPERSEDED SURVEY CONTROL
 AA5223
 AA5223  ELLIP H (05/14/99)   73.03   (m)                       GP(       ) 4 1
 AA5223  NAD 83(1996)-  41 01 23.18664(N)    074 13 29.25512(W) AD(       ) 1
 AA5223  NAD 83(1992)-  41 01 23.18624(N)    074 13 29.25650(W) AD(       ) 1
 AA5223  ELLIP H (04/30/95)   72.98   (m)                       GP(       ) 3 2
 AA5223
 AA5223.Superseded values are not recommended for survey control.
 AA5223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5223.See file dsdata.txt to determine how the superseded data were derived.
 AA5223
 AA5223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6517441612(NAD 83)
 AA5223_MARKER: DD = SURVEY DISK
 AA5223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5223_STAMPING: 2 W 1 1994
 AA5223_MARK LOGO: NJGS  
 AA5223_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5223+STABILITY: SURFACE MOTION
 AA5223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5223+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA5223
 AA5223  HISTORY     - Date     Condition        Report By
 AA5223  HISTORY     - 1994     MONUMENTED       NJGS
 AA5223
 AA5223                          STATION DESCRIPTION
 AA5223
 AA5223'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 AA5223'THE STATION IS LOCATED IN THE BOROUGH OF OAKLAND ON A GRASSED
 AA5223'LANDSCAPED AREA ON THE NORTH SIDE OF THE SOUTHBOUND LANES OF
 AA5223'INTERSTATE HIGHWAY 287, JUST SOUTH FROM THE JUNCTION OF INTERSTATE
 AA5223'HIGHWAY 287 SOUTHBOUND AND STATE ROUTE 208 NORTHBOUND AND NORTHEAST
 AA5223'FROM INTERCHANGE 59 FOR STATE ROUTE 208 SOUTHBOUND.  TO REACH THE
 AA5223'STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 287 AND COUNTY
 AA5223'ROADS 511 ALTERNATE AND 694 AT INTERCHANGE 53 IN THE BOROUGH OF
 AA5223'RIVERDALE, GO NORTH ON INTERSTATE HIGHWAY 287 FOR 6.0 MI (9.7 KM) TO
 AA5223'THE JUNCTION WITH STATE ROUTE 208 SOUTHBOUND AT INTERCHANGE 59.
 AA5223'CONTINUE AHEAD ON STATE ROUTE 208 SOUTHBOUND FOR 0.5 MI (0.8 KM) TO
 AA5223'THE HIGH MOUNTAIN ROAD INTERCHANGE.  TURN RIGHT AND GO 0.2 MI (0.3 KM)
 AA5223'TO A STOP SIGN.  TURN RIGHT AND GO 0.05 MI (0.08 KM) TO THE TEE
 AA5223'JUNCTION WITH COLONIAL ROAD.  TURN RIGHT AND GO EAST ON COLONIAL ROAD
 AA5223'FOR 0.5 MI (0.8 KM) TO THE ENTRANCE RAMP LEADING TO INTERSTATE HIGHWAY
 AA5223'287 SOUTHBOUND AND STATE ROUTE 208 NORTHBOUND.  TURN RIGHT, FOLLOWING
 AA5223'THE RAMP AROUND AND GO NORTH ON STATE ROUTE 208 FOR 0.45 MI (0.72 KM)
 AA5223'TO THE STATION ON THE LEFT.  THE STATION IS 5.7 M (18.7 FT) NORTHEAST
 AA5223'FROM AND NORMAL TO A DOUBLE INLET ALONG THE EAST SHOULDER OF THE
 AA5223'SOUTHBOUND LANES OF INTERSTATE HIGHWAY 287, 13.2 M (43.3 FT) SOUTHWEST
 AA5223'FROM THE WEST EDGE OF PAVING OF THE NORTHBOUND LANES OF STATE ROUTE
 AA5223'208, 33.5 M (109.9 FT) NORTH NORTHWEST FROM AN ALUMINUM LIGHT POLE NO.
 AA5223'AW 52143, 30.6 M (100.4 FT) SOUTH SOUTHEAST FROM AN ALUMINUM LIGHT
 AA5223'POLE NO. AW 52144.  THE STATION IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5224 ***********************************************************************
 AA5224  DESIGNATION -  2 X 1
 AA5224  PID         -  AA5224
 AA5224  STATE/COUNTY-  NJ/BERGEN
 AA5224  USGS QUAD   -  RAMSEY (1995)
 AA5224
 AA5224                         *CURRENT SURVEY CONTROL
 AA5224  ___________________________________________________________________
 AA5224* NAD 83(1996)-  41 01 04.90655(N)    074 12 59.46055(W)     ADJUSTED  
 AA5224* NAVD 88     -       118.2    (meters)     388.     (feet)  GPS OBS   
 AA5224  ___________________________________________________________________
 AA5224  X           -   1,310,874.808 (meters)                     COMP
 AA5224  Y           -  -4,637,635.770 (meters)                     COMP
 AA5224  Z           -   4,163,990.593 (meters)                     COMP
 AA5224  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 AA5224  ELLIP HEIGHT-          86.05  (meters)          (10/23/02) GPS OBS
 AA5224  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 AA5224
 AA5224  HORZ ORDER  -  FIRST
 AA5224  ELLP ORDER  -  FOURTH    CLASS I
 AA5224
 AA5224.The horizontal coordinates were established by GPS observations
 AA5224.and adjusted by the National Geodetic Survey in May 1999..
 AA5224
 AA5224.The orthometric height was determined by GPS observations and a
 AA5224.high-resolution geoid model.
 AA5224
 AA5224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5224
 AA5224.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5224
 AA5224.The ellipsoidal height was determined by GPS observations
 AA5224.and is referenced to NAD 83.
 AA5224
 AA5224.The geoid height was determined by GEOID03.
 AA5224
 AA5224;                    North         East     Units Scale Factor Converg.
 AA5224;SPC NJ       -   242,588.334   173,842.039   MT  0.99990699   +0 11 09.8
 AA5224;SPC NJ       -   795,891.89    570,346.76   sFT  0.99990699   +0 11 09.8
 AA5224;UTM  18      - 4,541,054.124   565,874.465   MT  0.99965341   +0 30 51.2
 AA5224
 AA5224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5224!SPC NJ       -   0.99998650  x   0.99990699  =   0.99989349
 AA5224!UTM  18      -   0.99998650  x   0.99965341  =   0.99963992
 AA5224
 AA5224                          SUPERSEDED SURVEY CONTROL
 AA5224
 AA5224  ELLIP H (05/14/99)   86.06   (m)                       GP(       ) 4 1
 AA5224  NAD 83(1996)-  41 01 04.90646(N)    074 12 59.46066(W) AD(       ) 1
 AA5224  NAD 83(1992)-  41 01 04.90601(N)    074 12 59.46207(W) AD(       ) 1
 AA5224  ELLIP H (04/30/95)   86.01   (m)                       GP(       ) 3 2
 AA5224
 AA5224.Superseded values are not recommended for survey control.
 AA5224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5224.See file dsdata.txt to determine how the superseded data were derived.
 AA5224
 AA5224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6587441054(NAD 83)
 AA5224_MARKER: DD = SURVEY DISK
 AA5224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5224_STAMPING: 2 X 1 1994
 AA5224_MARK LOGO: NJGS  
 AA5224_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5224+STABILITY: SURFACE MOTION
 AA5224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5224+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 AA5224
 AA5224  HISTORY     - Date     Condition        Report By
 AA5224  HISTORY     - 1994     MONUMENTED       NJGS
 AA5224  HISTORY     - 20020802 GOOD             LOCENG
 AA5224
 AA5224                          STATION DESCRIPTION
 AA5224
 AA5224'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA5224'THE STATION IS LOCATED IN THE BOROUGH OF FRANKLIN LAKES ON THE WEST
 AA5224'SIDE OF OSIO LANE, A CUL DE SAC STREET.  TO REACH THE STATION FROM THE
 AA5224'INTERSECTION OF INTERSTATE HIGHWAY 287 AND STATE ROUTE 208 AT
 AA5224'INTERCHANGE 59, GO SOUTHEAST ON STATE ROUTE 208 FOR 0.55 MI (0.89 KM)
 AA5224'TO THE HIGH MOUNTAIN ROAD, COLONIAL ROAD, FRANKLIN LAKES INTERCHANGE.
 AA5224'TURN RIGHT AND FOLLOW RAMP FOR 0.2 MI (0.3 KM) TO THE TEE JUNCTION
 AA5224'WITH HIGH MOUNTAIN ROAD AT A STOP SIGN.  TURN RIGHT AND GO 0.05 MI
 AA5224'(0.08 KM) TO THE TEE JUNCTION WITH COLONIAL ROAD.  TURN RIGHT AND GO
 AA5224'EAST FOR 0.25 MI (0.40 KM) TO THE TEE JUNCTION WITH SIOUX LANE ON THE
 AA5224'RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 0.05 MI (0.08 KM) TO THE TEE
 AA5224'JUNCTION WITH OSIO LANE ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST,
 AA5224'THEN SOUTH ON OSIO LANE FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 AA5224'RIGHT, NEAR THE END OF THE CUL DE SAC STREET. THE STATION IS 9.8 FT
 AA5224'(3.0 M) WEST FROM THE WEST CURB OF OSIO LANE, 61.5 FT (18.7 M) SOUTH
 AA5224'SOUTHWEST FROM POLE NUMBER 53221 37096 BT 890 FL, 105.6 FT (32.2 M)
 AA5224'NORTHWEST FROM POLE NUMBER 53230 37088 BT 891 FL, 56.0 FT (17.1 M)
 AA5224'NORTH NORTHWEST FROM AN ANGLE POINT AT THE CORNER OF A 6 FT (1.8 M)
 AA5224'HIGH CHAIN LINK FENCE, 0.5 FT (0.2 M) EAST FROM A 6 FT (1.8 M) HIGH
 AA5224'CHAIN LINK FENCE AND SET FLUSH WITH THE GROUND.
 AA5224
 AA5224                          STATION RECOVERY (2002)
 AA5224
 AA5224'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2002 (AB)
 AA5224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5225 ***********************************************************************
 AA5225  DESIGNATION -  2 Y 1
 AA5225  PID         -  AA5225
 AA5225  STATE/COUNTY-  NJ/BERGEN
 AA5225  USGS QUAD   -  HACKENSACK (1997)
 AA5225
 AA5225                         *CURRENT SURVEY CONTROL
 AA5225  ___________________________________________________________________
 AA5225* NAD 83(1996)-  40 55 55.58037(N)    074 04 13.47586(W)     ADJUSTED  
 AA5225* NAVD 88     -        16.1    (meters)      53.     (feet)  GPS OBS   
 AA5225  ___________________________________________________________________
 AA5225  X           -   1,324,392.911 (meters)                     COMP
 AA5225  Y           -  -4,640,220.790 (meters)                     COMP
 AA5225  Z           -   4,156,719.488 (meters)                     COMP
 AA5225  LAPLACE CORR-           6.92  (seconds)                    DEFLEC99
 AA5225  ELLIP HEIGHT-         -15.81  (meters)          (10/23/02) GPS OBS
 AA5225  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 AA5225
 AA5225  HORZ ORDER  -  FIRST
 AA5225  ELLP ORDER  -  FOURTH    CLASS I
 AA5225
 AA5225.The horizontal coordinates were established by GPS observations
 AA5225.and adjusted by the National Geodetic Survey in May 1999..
 AA5225
 AA5225.The orthometric height was determined by GPS observations and a
 AA5225.high-resolution geoid model.
 AA5225
 AA5225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5225
 AA5225.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5225
 AA5225.The ellipsoidal height was determined by GPS observations
 AA5225.and is referenced to NAD 83.
 AA5225
 AA5225.The geoid height was determined by GEOID03.
 AA5225
 AA5225;                    North         East     Units Scale Factor Converg.
 AA5225;SPC NJ       -   233,097.288   186,177.131   MT  0.99991610   +0 16 53.2
 AA5225;SPC NJ       -   764,753.35    610,816.14   sFT  0.99991610   +0 16 53.2
 AA5225;UTM  18      - 4,531,636.152   578,260.608   MT  0.99967538   +0 36 32.6
 AA5225
 AA5225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5225!SPC NJ       -   1.00000248  x   0.99991610  =   0.99991858
 AA5225!UTM  18      -   1.00000248  x   0.99967538  =   0.99967786
 AA5225
 AA5225:                Primary Azimuth Mark                     Grid Az
 AA5225:SPC NJ       -  2 A 2                                    350 00 03.5
 AA5225:UTM  18      -  2 A 2                                    349 40 24.1
 AA5225
 AA5225|---------------------------------------------------------------------|
 AA5225| PID    Reference Object                     Distance      Geod. Az  |
 AA5225|                                                           dddmmss.s |
 AA5225| AA5226 2 A 2                               APPROX. 0.6 KM 3501656.7 |
 AA5225|---------------------------------------------------------------------|
 AA5225
 AA5225                          SUPERSEDED SURVEY CONTROL
 AA5225
 AA5225  NAD 83(1996)-  40 55 55.58030(N)    074 04 13.47593(W) AD(       ) 1
 AA5225  NAD 83(1996)-  40 55 55.57973(N)    074 04 13.47650(W) AD(       ) 1
 AA5225  NAD 83(1992)-  40 55 55.57581(N)    074 04 13.47817(W) AD(       ) 1
 AA5225  NAD 83(1992)-  40 55 55.57913(N)    074 04 13.47760(W) AD(       ) 1
 AA5225  ELLIP H (04/30/95)  -15.85   (m)                       GP(       ) 3 2
 AA5225
 AA5225.Superseded values are not recommended for survey control.
 AA5225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5225.See file dsdata.txt to determine how the superseded data were derived.
 AA5225
 AA5225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7826131636(NAD 83)
 AA5225_MARKER: DD = SURVEY DISK
 AA5225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5225_STAMPING: 2 Y 1 1994
 AA5225_MARK LOGO: NJGS  
 AA5225_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5225+STABILITY: SURFACE MOTION
 AA5225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5225+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA5225
 AA5225  HISTORY     - Date     Condition        Report By
 AA5225  HISTORY     - 1994     MONUMENTED       NJGS
 AA5225
 AA5225                          STATION DESCRIPTION
 AA5225
 AA5225'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 AA5225'THE STATION IS LOCATED IN THE BOROUGH OF PARAMUS ON THE EAST SIDE OF
 AA5225'THE NORTHBOUND LANES OF STATE ROUTE 17 AT THE SOUTHERN ENTRANCE TO THE
 AA5225'SUBURBAN DINER.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AA5225'ROUTES 4 AND 17, GO NORTH ON STATE ROUTE 17 FOR 0.7 MI (1.1 KM) TO THE
 AA5225'STATION ON THE RIGHT, SET FLUSH WITH THE GROUND BETWEEN THE EAST CURB
 AA5225'OF STATE ROUTE 17 AND THE WEST CURB OF THE ENTRANCE DRIVE LEADING INTO
 AA5225'THE PARKING LOT OF THE SUBURBAN DINER. THE STATION IS 3.1 FT (0.9 M)
 AA5225'EAST FROM AND NORMAL TO THE EAST CURB OF STATE ROUTE 17, 62.2 FT (19.0
 AA5225'M) SOUTH FROM A FIRE HYDRANT IN FRONT OF THE SUBURBAN DINER, 56.1 FT
 AA5225'(17.1 M) SOUTH FROM POLE NUMBER 60872 PRS, 41.4 FT (12.6 M) SOUTHWEST
 AA5225'FROM A DOUBLE INLET SET FLUSH WITH THE PAVED PARKING LOT FOR THE
 AA5225'SUBURBAN DINER, 39.4 FT (12.0 M) NORTH NORTHWEST FROM AN INLET AT THE
 AA5225'NORTHWEST CORNER OF THE PARKING LOT FOR DREXEL HERITAGE HOME
 AA5225'FURNISHINGS FURNITURE COMPANY AND 10.7 FT (3.3 M) NORTH NORTHEAST FROM
 AA5225'THE CONCRETE CURB NOSE AT THE ENTRANCE DRIVE FOR THE SUBURBAN DINER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6820 ***********************************************************************
 KV6820  DESIGNATION -  20 A 1
 KV6820  PID         -  KV6820
 KV6820  STATE/COUNTY-  NJ/UNION
 KV6820  USGS QUAD   -  ELIZABETH (1995)
 KV6820
 KV6820                         *CURRENT SURVEY CONTROL
 KV6820  ___________________________________________________________________
 KV6820* NAD 83(1996)-  40 40 30.76353(N)    074 13 21.85604(W)     ADJUSTED  
 KV6820* NAVD 88     -         9.1    (meters)      30.     (feet)  GPS OBS   
 KV6820  ___________________________________________________________________
 KV6820  X           -   1,317,118.855 (meters)                     COMP
 KV6820  Y           -  -4,661,659.730 (meters)                     COMP
 KV6820  Z           -   4,135,120.209 (meters)                     COMP
 KV6820  LAPLACE CORR-           5.56  (seconds)                    DEFLEC99
 KV6820  ELLIP HEIGHT-         -23.39  (meters)          (10/23/02) GPS OBS
 KV6820  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV6820
 KV6820  HORZ ORDER  -  FIRST
 KV6820  ELLP ORDER  -  FOURTH    CLASS I
 KV6820
 KV6820.The horizontal coordinates were established by GPS observations
 KV6820.and adjusted by the National Geodetic Survey in May 1999..
 KV6820
 KV6820.The orthometric height was determined by GPS observations and a
 KV6820.high-resolution geoid model.
 KV6820
 KV6820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6820
 KV6820.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6820
 KV6820.The ellipsoidal height was determined by GPS observations
 KV6820.and is referenced to NAD 83.
 KV6820
 KV6820.The geoid height was determined by GEOID03.
 KV6820
 KV6820;                    North         East     Units Scale Factor Converg.
 KV6820;SPC NJ       -   204,520.188   173,439.310   MT  0.99990676   +0 10 50.6
 KV6820;SPC NJ       -   670,996.65    569,025.47   sFT  0.99990676   +0 10 50.6
 KV6820;SPC NY L     -    56,495.686   281,168.255   MT  0.99999954   -0 08 44.5
 KV6820;SPC NY L     -   185,352.93    922,466.18   sFT  0.99999954   -0 08 44.5
 KV6820;UTM  18      - 4,502,993.955   565,689.076   MT  0.99965311   +0 30 23.8
 KV6820
 KV6820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6820!SPC NJ       -   1.00000367  x   0.99990676  =   0.99991043
 KV6820!SPC NY L     -   1.00000367  x   0.99999954  =   1.00000321
 KV6820!UTM  18      -   1.00000367  x   0.99965311  =   0.99965678
 KV6820
 KV6820                          SUPERSEDED SURVEY CONTROL
 KV6820
 KV6820  NAD 83(1996)-  40 40 30.76329(N)    074 13 21.85638(W) AD(       ) 1
 KV6820  NAD 83(1986)-  40 40 30.76212(N)    074 13 21.85813(W) AD(       ) 1
 KV6820
 KV6820.Superseded values are not recommended for survey control.
 KV6820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6820.See file dsdata.txt to determine how the superseded data were derived.
 KV6820
 KV6820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6568902994(NAD 83)
 KV6820_MARKER: DD = SURVEY DISK
 KV6820_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV6820_SP_SET: CONCRETE FOOTING OF SIGN
 KV6820_STAMPING: 20 A 1
 KV6820_MARK LOGO: NJGS  
 KV6820_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6820+STABILITY: SURFACE MOTION
 KV6820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6820+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005
 KV6820
 KV6820  HISTORY     - Date     Condition        Report By
 KV6820  HISTORY     - 1992     MONUMENTED       NJGS
 KV6820  HISTORY     - 20020910 GOOD             INDIV
 KV6820  HISTORY     - 20050111 GOOD             INDIV
 KV6820
 KV6820                          STATION DESCRIPTION
 KV6820
 KV6820'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6820'THE STATION IS LOCATED IN THE CITY OF UNION ON THE GROUNDS OF THE
 KV6820'ELIZABETH RIVER PARK SYSTEM NEAR THE SOUTH END OF A SPILLWAY FOR THE
 KV6820'FORMER URSINO LAKE ON THE ELIZABETH RIVER.  TO REACH THE STATION FROM
 KV6820'THE INTERSECTION OF MORRIS AVENUE, STATE HIGHWAY 82 AND NORTH AVENUE,
 KV6820'STATE HIGHWAY 439 AT KEAN STATE COLLEGE, GO 0.1 MI (0.2 KM) SOUTHEAST
 KV6820'ON MORRIS AVENUE TO THE SKEW JUNCTION WITH TROTTERS LANE ON THE LEFT.
 KV6820'TURN LEFT AND GO 0.15 MI (0.24 KM) EAST ON TROTTERS LANE TO THE
 KV6820'STATION ON THE LEFT, SET AT THE NORTHWEST CORNER OF A 2 FT (0.6 M) BY
 KV6820'2 FT (0.6 M) SQUARE CONCRETE FOOTING FOR A FORMER PARK SIGN ON THE
 KV6820'TOP OF THE SOUTH EMBANKMENT OF THE LAKE.  THE STATION IS 19.1 M
 KV6820'(62.7 FT) NORTH FROM THE CENTERLINE OF TROTTERS LANE, 14.3 M
 KV6820'(46.9 FT) EAST FROM THE CENTERLINE EXTENDED OF URSINO PLACE, 3.9 M
 KV6820'(12.8 FT) SOUTHWEST FROM THE VERTICAL ANGLE POINT OF THE SOUTH
 KV6820'WINGWALL OF THE SPILLWAY AND 22.4 M (73.5 FT) NORTHEAST FROM POLE
 KV6820'NUMBER 61776 UN.  THE STATION IS ABOUT 4 M (13.1 FT) ABOVE THE LEVEL
 KV6820'OF THE ROAD AND 0.3 M (1.0 FT) ABOVE THE GROUND.
 KV6820
 KV6820                          STATION RECOVERY (2002)
 KV6820
 KV6820'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FP)
 KV6820'RECOVERED AS DESCRIBED BY MACDEL ENGINEERING, P.C.
 KV6820
 KV6820                          STATION RECOVERY (2005)
 KV6820
 KV6820'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JFS)
 KV6820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6821 ***********************************************************************
 KV6821  DESIGNATION -  20 B 1
 KV6821  PID         -  KV6821
 KV6821  STATE/COUNTY-  NJ/UNION
 KV6821  USGS QUAD   -  ROSELLE (1995)
 KV6821
 KV6821                         *CURRENT SURVEY CONTROL
 KV6821  ___________________________________________________________________
 KV6821* NAD 83(1996)-  40 42 57.44286(N)    074 21 43.43821(W)     ADJUSTED  
 KV6821* NAVD 88     -       117.4    (meters)     385.     (feet)  GPS OBS   
 KV6821  ___________________________________________________________________
 KV6821  X           -   1,305,005.855 (meters)                     COMP
 KV6821  Y           -  -4,662,086.683 (meters)                     COMP
 KV6821  Z           -   4,138,621.111 (meters)                     COMP
 KV6821  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 KV6821  ELLIP HEIGHT-          84.62  (meters)          (10/23/02) GPS OBS
 KV6821  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV6821
 KV6821  HORZ ORDER  -  FIRST
 KV6821  ELLP ORDER  -  FOURTH    CLASS I
 KV6821
 KV6821.The horizontal coordinates were established by GPS observations
 KV6821.and adjusted by the National Geodetic Survey in May 1999..
 KV6821
 KV6821.The orthometric height was determined by GPS observations and a
 KV6821.high-resolution geoid model.
 KV6821
 KV6821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6821
 KV6821.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6821
 KV6821.The ellipsoidal height was determined by GPS observations
 KV6821.and is referenced to NAD 83.
 KV6821
 KV6821.The geoid height was determined by GEOID03.
 KV6821
 KV6821;                    North         East     Units Scale Factor Converg.
 KV6821;SPC NJ       -   209,016.491   161,653.602   MT  0.99990167   +0 05 23.9
 KV6821;SPC NJ       -   685,748.27    530,358.53   sFT  0.99990167   +0 05 23.9
 KV6821;UTM  18      - 4,507,421.970   553,881.042   MT  0.99963573   +0 24 58.1
 KV6821
 KV6821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6821!SPC NJ       -   0.99998673  x   0.99990167  =   0.99988840
 KV6821!UTM  18      -   0.99998673  x   0.99963573  =   0.99962246
 KV6821
 KV6821                          SUPERSEDED SURVEY CONTROL
 KV6821
 KV6821  ELLIP H (05/14/99)   84.64   (m)                       GP(       ) 4 1
 KV6821  NAD 83(1996)-  40 42 57.44221(N)    074 21 43.43887(W) AD(       ) 1
 KV6821  NAD 83(1986)-  40 42 57.44216(N)    074 21 43.43992(W) AD(       ) 1
 KV6821
 KV6821.Superseded values are not recommended for survey control.
 KV6821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6821.See file dsdata.txt to determine how the superseded data were derived.
 KV6821
 KV6821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5388107422(NAD 83)
 KV6821_MARKER: DD = SURVEY DISK
 KV6821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6821_STAMPING: 20 B 1 1992
 KV6821_MARK LOGO: NJGS  
 KV6821_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6821+STABILITY: SURFACE MOTION
 KV6821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6821+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1992
 KV6821
 KV6821  HISTORY     - Date     Condition        Report By
 KV6821  HISTORY     - 1992     MONUMENTED       NJGS
 KV6821  HISTORY     - 19921030 GOOD             NJGS
 KV6821  HISTORY     - 20011009 MARK NOT FOUND   INDIV
 KV6821
 KV6821                          STATION DESCRIPTION
 KV6821
 KV6821'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6821'THE STATION IS LOCATED IN THE CITY OF SUMMIT, SET FLUSH WITH THE
 KV6821'GROUND IN A TRIANGULAR GRASS LOT FORMED BY THE INTERSECTION OF BROAD
 KV6821'STREET TO THE NORTH, CHESTNUT AVENUE TO THE EAST AND MORRIS AVENUE TO
 KV6821'THE SOUTHWEST.  THE LOT IS WEST FROM THE FIRE HEADQUARTERS OF THE
 KV6821'CITY OF SUMMIT AND NORTH OF THE SAINT TERESA OF AVILA ROMAN CATHOLIC
 KV6821'CHURCH.  THE STATION IS 21.8 M (71.5 FT) SOUTH FROM THE SOUTH
 KV6821'CURBLINE OF BROAD STREET, 13.7 M (44.9 FT) WEST FROM THE WEST
 KV6821'CURBLINE OF CHESTNUT AVENUE, 15.4 M (50.5 FT) NORTHEAST FROM THE
 KV6821'NORTHEAST CURBLINE OF MORRIS AVENUE AND ALSO INLINE WITH A DRIVEWAY
 KV6821'DEPRESSION IN THE CURB, 15.4 M (50.5 FT) SOUTHWEST FROM POLE NUMBER
 KV6821'BT 7025T, 14.6 M (47.9 FT) NORTHEAST FROM A WATER METER COVER, 17.0 M
 KV6821'(55.8 FT) NORTHEAST FROM A WATER METER COVER AND 32.1 M (105.3 FT)
 KV6821'NORTH NORTHWEST FROM A FIRE HYDRANT.
 KV6821
 KV6821                          STATION RECOVERY (1992)
 KV6821
 KV6821'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV6821'RECOVERED IN GOOD CONDITION.
 KV6821
 KV6821                          STATION RECOVERY (2001)
 KV6821
 KV6821'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 KV6821'THE CURB LINES OF THE THREE STREETS, THE HYDRANT AND POLE BT 7025T
 KV6821'SEEM UNCHANGED, ALLOWING US TO CONCLUDE THAT THE MARK'S POSITION IS
 KV6821'NOW IN A PAVED PARKING LOT. NO SIGN OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6822 ***********************************************************************
 KV6822  DESIGNATION -  20 C 1
 KV6822  PID         -  KV6822
 KV6822  STATE/COUNTY-  NJ/UNION
 KV6822  USGS QUAD   -  ROSELLE (1995)
 KV6822
 KV6822                         *CURRENT SURVEY CONTROL
 KV6822  ___________________________________________________________________
 KV6822* NAD 83(1996)-  40 41 11.07468(N)    074 19 02.86784(W)     ADJUSTED  
 KV6822* NAVD 88     -        28.2    (meters)      93.     (feet)  GPS OBS   
 KV6822  ___________________________________________________________________
 KV6822  X           -   1,309,194.845 (meters)                     COMP
 KV6822  Y           -  -4,663,064.337 (meters)                     COMP
 KV6822  Z           -   4,136,075.503 (meters)                     COMP
 KV6822  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 KV6822  ELLIP HEIGHT-          -4.50  (meters)          (10/23/02) GPS OBS
 KV6822  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KV6822
 KV6822  HORZ ORDER  -  FIRST
 KV6822  ELLP ORDER  -  FOURTH    CLASS I
 KV6822
 KV6822.The horizontal coordinates were established by GPS observations
 KV6822.and adjusted by the National Geodetic Survey in May 1999..
 KV6822
 KV6822.The orthometric height was determined by GPS observations and a
 KV6822.high-resolution geoid model.
 KV6822
 KV6822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6822
 KV6822.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6822
 KV6822.The ellipsoidal height was determined by GPS observations
 KV6822.and is referenced to NAD 83.
 KV6822
 KV6822.The geoid height was determined by GEOID03.
 KV6822
 KV6822;                    North         East     Units Scale Factor Converg.
 KV6822;SPC NJ       -   205,742.583   165,428.779   MT  0.99990293   +0 07 08.4
 KV6822;SPC NJ       -   675,007.12    542,744.25   sFT  0.99990293   +0 07 08.4
 KV6822;UTM  18      - 4,504,170.459   557,673.788   MT  0.99964094   +0 26 41.9
 KV6822
 KV6822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6822!SPC NJ       -   1.00000071  x   0.99990293  =   0.99990364
 KV6822!UTM  18      -   1.00000071  x   0.99964094  =   0.99964165
 KV6822
 KV6822                          SUPERSEDED SURVEY CONTROL
 KV6822
 KV6822  ELLIP H (05/14/99)   -4.49   (m)                       GP(       ) 4 1
 KV6822  NAD 83(1996)-  40 41 11.07416(N)    074 19 02.86843(W) AD(       ) 1
 KV6822  NAD 83(1986)-  40 41 11.07418(N)    074 19 02.86968(W) AD(       ) 1
 KV6822
 KV6822.Superseded values are not recommended for survey control.
 KV6822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6822.See file dsdata.txt to determine how the superseded data were derived.
 KV6822
 KV6822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5767404170(NAD 83)
 KV6822_MARKER: DD = SURVEY DISK
 KV6822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6822_SP_SET: CONCRETE POST
 KV6822_STAMPING: 20 C 1 1992
 KV6822_MARK LOGO: NJGS  
 KV6822_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6822+STABILITY: SURFACE MOTION
 KV6822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6822+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2006
 KV6822
 KV6822  HISTORY     - Date     Condition        Report By
 KV6822  HISTORY     - 1992     MONUMENTED       NJGS
 KV6822  HISTORY     - 20060620 GOOD             SURSAT
 KV6822
 KV6822                          STATION DESCRIPTION
 KV6822
 KV6822'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6822'THE STATION IS LOCATED IN THE TOWNSHIP OF SPRINGFIELD, SET FLUSH WITH
 KV6822'THE GROUND IN AN HOUR GLASS SHAPED ISLAND FOR A TURN AROUND BETWEEN
 KV6822'THE EASTBOUND AND THE WESTBOUND LANES OF U.S. HIGHWAY 22.  THE
 KV6822'STATION IS ABOUT 0.6 MI (1.0 KM) EAST FROM THE JUNCTION OF U.S.
 KV6822'HIGHWAY 22 AND SPRINGFIELD AVENUE AND ABOUT 0.45 MI (0.72 KM) EAST
 KV6822'FROM THE WEST END OF THE DIVIDER SPLITTING THE ROADWAYS FOR
 KV6822'COMMERCIAL STORES IN THE MEDIAN. THE STATION IS 5.9 M (19.4 FT) WEST
 KV6822'FROM THE EXTENDED CENTERLINE OF FADAM ROAD WHICH INTERSECTS THE
 KV6822'EASTBOUND LANES OF U.S. HIGHWAY 22, 25.1 M (82.3 FT) SOUTH SOUTHEAST
 KV6822'FROM POLE NUMBER JC 379SF IN THE CENTER OF THE ISLAND, 27.1 M
 KV6822'(88.9 FT) NORTHEAST FROM POLE NUMBER JC 389SF AT THE SOUTHWEST NOSE
 KV6822'OF THE ISLAND, 15.2 M (49.9 FT) NORTHWEST FROM THE SOUTHEAST NOSE OF
 KV6822'THE ISLAND, 7.9 M (25.9 FT) NORTH FROM THE NORTH CURBLINE OF THE
 KV6822'EASTBOUND LANES OF U.S. HIGHWAY 22 AND 14.6 M (47.9 FT) NORTHEAST
 KV6822'FROM THE CENTER OF A MANHOLE.
 KV6822
 KV6822                          STATION RECOVERY (2006)
 KV6822
 KV6822'RECOVERY NOTE BY SURVSAT 2006 (BRB)
 KV6822'CAN PARK ON GRASS ISLAND-TURN AROUND SAFELY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6823 ***********************************************************************
 KV6823  DESIGNATION -  20 D 1
 KV6823  PID         -  KV6823
 KV6823  STATE/COUNTY-  NJ/UNION
 KV6823  USGS QUAD   -  ROSELLE (1995)
 KV6823
 KV6823                         *CURRENT SURVEY CONTROL
 KV6823  ___________________________________________________________________
 KV6823* NAD 83(1996)-  40 38 58.61725(N)    074 20 45.28002(W)     ADJUSTED  
 KV6823* NAVD 88     -        39.7    (meters)     130.     (feet)  GPS OBS   
 KV6823  ___________________________________________________________________
 KV6823  X           -   1,307,600.239 (meters)                     COMP
 KV6823  Y           -  -4,666,286.044 (meters)                     COMP
 KV6823  Z           -   4,132,983.859 (meters)                     COMP
 KV6823  LAPLACE CORR-           4.77  (seconds)                    DEFLEC99
 KV6823  ELLIP HEIGHT-           6.96  (meters)          (10/23/02) GPS OBS
 KV6823  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV6823
 KV6823  HORZ ORDER  -  FIRST
 KV6823  ELLP ORDER  -  FOURTH    CLASS I
 KV6823
 KV6823.The horizontal coordinates were established by GPS observations
 KV6823.and adjusted by the National Geodetic Survey in May 1999..
 KV6823
 KV6823.The orthometric height was determined by GPS observations and a
 KV6823.high-resolution geoid model.
 KV6823
 KV6823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6823
 KV6823.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6823
 KV6823.The ellipsoidal height was determined by GPS observations
 KV6823.and is referenced to NAD 83.
 KV6823
 KV6823.The geoid height was determined by GEOID03.
 KV6823
 KV6823;                    North         East     Units Scale Factor Converg.
 KV6823;SPC NJ       -   201,652.533   163,031.406   MT  0.99990209   +0 06 01.4
 KV6823;SPC NJ       -   661,588.35    534,878.87   sFT  0.99990209   +0 06 01.4
 KV6823;UTM  18      - 4,500,067.921   555,300.340   MT  0.99963764   +0 25 34.0
 KV6823
 KV6823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6823!SPC NJ       -   0.99999891  x   0.99990209  =   0.99990100
 KV6823!UTM  18      -   0.99999891  x   0.99963764  =   0.99963655
 KV6823
 KV6823                          SUPERSEDED SURVEY CONTROL
 KV6823
 KV6823  ELLIP H (05/14/99)    6.97   (m)                       GP(       ) 4 1
 KV6823  NAD 83(1996)-  40 38 58.61676(N)    074 20 45.28061(W) AD(       ) 1
 KV6823  NAD 83(1986)-  40 38 58.61682(N)    074 20 45.28192(W) AD(       ) 1
 KV6823
 KV6823.Superseded values are not recommended for survey control.
 KV6823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6823.See file dsdata.txt to determine how the superseded data were derived.
 KV6823
 KV6823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5530000068(NAD 83)
 KV6823_MARKER: DD = SURVEY DISK
 KV6823_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6823_SP_SET: PLATFORM RETAINING WALL
 KV6823_STAMPING: 20 D 1 1992
 KV6823_MARK LOGO: NJGS  
 KV6823_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6823+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KV6823
 KV6823  HISTORY     - Date     Condition        Report By
 KV6823  HISTORY     - 1992     MONUMENTED       NJGS
 KV6823
 KV6823                          STATION DESCRIPTION
 KV6823
 KV6823'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6823'THE STATION IS LOCATED IN THE TOWN OF WESTFIELD, AT THE EAST END OF
 KV6823'THE STATION PLATFORM ON THE SOUTH SIDE OF THE NEW JERSEY TRANSIT
 KV6823'RAILROAD AT THE WESTFIELD TRAIN STATION.  TO REACH THE STATION FROM
 KV6823'THE INTERSECTION OF CENTRAL AVENUE AND THE GARDEN STATE PARKWAY AT
 KV6823'EXIT 135, GO 2.55 MI (4.10 KM) NORTHWEST ON CENTRAL AVENUE TOWARD
 KV6823'WESTFIELD TO THE JUNCTION WTIH SOUTH AVENUE, STATE HIGHWAY 28, ON THE
 KV6823'LEFT.  TURN LEFT AND GO 0.15 MI (0.24 KM) WEST ON SOUTH AVENUE TO THE
 KV6823'PAVED DRIVE AT THE ENTRANCE TO THE STATION PARKING LOT ON THE RIGHT,
 KV6823'DIRECTLY OPPOSITE BOULEVARD. TURN RIGHT AND GO 0.05 MI (0.08 KM) TO
 KV6823'THE STATION AHEAD ON THE RIGHT, SET IN THE RETAINING WALL OF THE
 KV6823'TRAIN STATION PLATFORM. THE STATION IS 4.5 M (14.8 FT) SOUTH FROM THE
 KV6823'SOUTH RAIL OF THE TRACK, 3.5 M (11.5 FT) NORTH FROM THE NORTH CURB OF
 KV6823'THE PARKING LOT, 12.0 M (39.4 FT) EAST FROM THE CENTERLINE OF
 KV6823'CONCRETE STEPS, 3.1 M (10.2 FT) WEST FROM THE EAST END OF THE
 KV6823'PLATFORM AND 9.6 M (31.5 FT) EAST FROM THE EXTENDED CENTERLINE OF THE
 KV6823'PARKING LOT DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6824 ***********************************************************************
 KV6824  DESIGNATION -  20 E 1
 KV6824  PID         -  KV6824
 KV6824  STATE/COUNTY-  NJ/UNION
 KV6824  USGS QUAD   -  ELIZABETH (1995)
 KV6824
 KV6824                         *CURRENT SURVEY CONTROL
 KV6824  ___________________________________________________________________
 KV6824* NAD 83(1996)-  40 38 57.23949(N)    074 14 31.77812(W)     ADJUSTED  
 KV6824* NAVD 88     -         8.9    (meters)      29.     (feet)  GPS OBS   
 KV6824  ___________________________________________________________________
 KV6824  X           -   1,316,048.960 (meters)                     COMP
 KV6824  Y           -  -4,663,914.909 (meters)                     COMP
 KV6824  Z           -   4,132,931.681 (meters)                     COMP
 KV6824  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 KV6824  ELLIP HEIGHT-         -23.64  (meters)          (10/23/02) GPS OBS
 KV6824  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV6824
 KV6824  HORZ ORDER  -  FIRST
 KV6824  ELLP ORDER  -  FOURTH    CLASS I
 KV6824
 KV6824.The horizontal coordinates were established by GPS observations
 KV6824.and adjusted by the National Geodetic Survey in May 1999..
 KV6824
 KV6824.The orthometric height was determined by GPS observations and a
 KV6824.high-resolution geoid model.
 KV6824
 KV6824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6824
 KV6824.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6824
 KV6824.The ellipsoidal height was determined by GPS observations
 KV6824.and is referenced to NAD 83.
 KV6824
 KV6824.The geoid height was determined by GEOID03.
 KV6824
 KV6824;                    North         East     Units Scale Factor Converg.
 KV6824;SPC NJ       -   201,630.585   171,805.794   MT  0.99990585   +0 10 04.7
 KV6824;SPC NJ       -   661,516.34    563,666.18   sFT  0.99990585   +0 10 04.7
 KV6824;SPC NY L     -    53,615.165   279,518.151   MT  1.00000101   -0 09 30.2
 KV6824;SPC NY L     -   175,902.42    917,052.47   sFT  1.00000101   -0 09 30.2
 KV6824;UTM  18      - 4,500,095.848   564,072.430   MT  0.99965053   +0 29 37.3
 KV6824
 KV6824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6824!SPC NJ       -   1.00000371  x   0.99990585  =   0.99990956
 KV6824!SPC NY L     -   1.00000371  x   1.00000101  =   1.00000472
 KV6824!UTM  18      -   1.00000371  x   0.99965053  =   0.99965424
 KV6824
 KV6824                          SUPERSEDED SURVEY CONTROL
 KV6824
 KV6824  ELLIP H (05/14/99)  -23.63   (m)                       GP(       ) 4 1
 KV6824  NAD 83(1996)-  40 38 57.23916(N)    074 14 31.77850(W) AD(       ) 1
 KV6824  NAD 83(1986)-  40 38 57.23792(N)    074 14 31.77982(W) AD(       ) 1
 KV6824
 KV6824.Superseded values are not recommended for survey control.
 KV6824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6824.See file dsdata.txt to determine how the superseded data were derived.
 KV6824
 KV6824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6407200096(NAD 83)
 KV6824_MARKER: DD = SURVEY DISK
 KV6824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6824_SP_SET: CONCRETE POST
 KV6824_STAMPING: 20 E 1 1992
 KV6824_MARK LOGO: NJGS  
 KV6824_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6824+STABILITY: SURFACE MOTION
 KV6824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6824+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 KV6824
 KV6824  HISTORY     - Date     Condition        Report By
 KV6824  HISTORY     - 1992     MONUMENTED       NJGS
 KV6824  HISTORY     - 20020812 GOOD             AASCO
 KV6824  HISTORY     - 20020910 GOOD             INDIV
 KV6824
 KV6824                          STATION DESCRIPTION
 KV6824
 KV6824'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6824'THE STATION IS LOCATED IN THE CITY OF LINDEN ON THE SOUTHEAST SIDE OF
 KV6824'STATE HIGHWAY 27, SAINT GEORGES AVENUE.  TO REACH THE STATION FROM
 KV6824'THE INTERSECTION OF STATE HIGHWAY 439, ELMORA AVENUE AND STATE
 KV6824'HIGHWAY 27, RAHWAY AVENUE, WHICH IS ABOUT 0.6 MI (1.0 KM) NORTHWEST
 KV6824'FROM THE TRAFFIC CIRCLE AT U.S. HIGHWAYS 1 AND 9 AND STATE HIGHWAY
 KV6824'27, GO 0.8 MI (1.3 KM) SOUTHWEST ON STATE HIGHWAY 27 TO THE STATION
 KV6824'ON THE LEFT, SET FLUSH WITH THE GROUND IN A GRASS AREA SOUTHWEST OF A
 KV6824'FOODTOWN FOOD STORE AND NORTHEAST OF PEACH ORCHARD BROOK.  TO REACH
 KV6824'THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 27 AND THE EXIT
 KV6824'RAMP LEADING FROM THE GARDEN STATE PARKWAY AT INTERCHANGE 131, GO
 KV6824'7.35 MI (11.83 KM) NORTHEAST ON STATE HIGHWAY 27 TO THE STATION ON
 KV6824'THE RIGHT.  THE STATION IS 20.4 M (66.9 FT) SOUTHEAST FROM THE
 KV6824'CENTERLINE OF THE SOUTH BALUSTRADE FOR A CONCRETE CULVERT, STRUCTURE
 KV6824'NUMBER 2006156, MILEPOINT 32.10, STATE HIGHWAY 27 OVER PEACH ORCHARD
 KV6824'BROOK, 17.4 M (57.1 FT) NORTH FROM A 4 FT (1.2 M) HIGH CHAIN LINK
 KV6824'FENCE ON THE NORTH SIDE OF A PEDESTRIAN BRIDGE, 8.4 M (27.6 FT) WEST
 KV6824'FROM A 6 FT (1.8 M) HIGH CHAIN LINK FENCE, 10.5 M (34.4 FT) SOUTHWEST
 KV6824'FROM THE NORTHEAST CORNER OF A GATE OPENING, 8.5 M (27.9 FT)
 KV6824'SOUTHEAST FROM THE SOUTHWEST CORNER OF THE FENCE, 10.6 M (34.8 FT)
 KV6824'EAST FROM THE CENTERLINE OF THE BROOK AND 21.6 M (70.9 FT) SOUTHWEST
 KV6824'FROM POLE NUMBER 62179 LD.
 KV6824
 KV6824                          STATION RECOVERY (2002)
 KV6824
 KV6824'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (GLB)
 KV6824'RECOVERED IN GOOD CONDITION.
 KV6824
 KV6824                          STATION RECOVERY (2002)
 KV6824
 KV6824'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FP)
 KV6824'RECOVERED AS DESCRIBED BY MACDEL ENGINEERING, P.C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6825 ***********************************************************************
 KV6825  DESIGNATION -  20 F 1
 KV6825  PID         -  KV6825
 KV6825  STATE/COUNTY-  NJ/UNION
 KV6825  USGS QUAD   -  ELIZABETH (1995)
 KV6825
 KV6825                         *CURRENT SURVEY CONTROL
 KV6825  ___________________________________________________________________
 KV6825* NAD 83(1996)-  40 38 53.30966(N)    074 12 20.91289(W)     ADJUSTED  
 KV6825* NAVD 88     -         1.8    (meters)       6.     (feet)  GPS OBS   
 KV6825  ___________________________________________________________________
 KV6825  X           -   1,319,027.775 (meters)                     COMP
 KV6825  Y           -  -4,663,149.873 (meters)                     COMP
 KV6825  Z           -   4,132,835.149 (meters)                     COMP
 KV6825  LAPLACE CORR-           5.71  (seconds)                    DEFLEC99
 KV6825  ELLIP HEIGHT-         -30.64  (meters)          (10/23/02) GPS OBS
 KV6825  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV6825
 KV6825  HORZ ORDER  -  FIRST
 KV6825  ELLP ORDER  -  FOURTH    CLASS I
 KV6825
 KV6825.The horizontal coordinates were established by GPS observations
 KV6825.and adjusted by the National Geodetic Survey in May 1999..
 KV6825
 KV6825.The orthometric height was determined by GPS observations and a
 KV6825.high-resolution geoid model.
 KV6825
 KV6825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6825
 KV6825.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6825
 KV6825.The ellipsoidal height was determined by GPS observations
 KV6825.and is referenced to NAD 83.
 KV6825
 KV6825.The geoid height was determined by GEOID03.
 KV6825
 KV6825;                    North         East     Units Scale Factor Converg.
 KV6825;SPC NJ       -   201,519.024   174,880.490   MT  0.99990762   +0 11 29.9
 KV6825;SPC NJ       -   661,150.33    573,753.74   sFT  0.99990762   +0 11 29.9
 KV6825;SPC NY L     -    53,486.083   282,592.452   MT  1.00000108   -0 08 04.6
 KV6825;SPC NY L     -   175,478.92    927,138.74   sFT  1.00000108   -0 08 04.6
 KV6825;UTM  18      - 4,500,001.792   567,146.930   MT  0.99965550   +0 31 02.5
 KV6825
 KV6825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6825!SPC NJ       -   1.00000481  x   0.99990762  =   0.99991243
 KV6825!SPC NY L     -   1.00000481  x   1.00000108  =   1.00000589
 KV6825!UTM  18      -   1.00000481  x   0.99965550  =   0.99966030
 KV6825
 KV6825                          SUPERSEDED SURVEY CONTROL
 KV6825
 KV6825  ELLIP H (05/14/99)  -30.63   (m)                       GP(       ) 4 1
 KV6825  NAD 83(1996)-  40 38 53.30939(N)    074 12 20.91325(W) AD(       ) 1
 KV6825  NAD 83(1986)-  40 38 53.30824(N)    074 12 20.91483(W) AD(       ) 1
 KV6825
 KV6825.Superseded values are not recommended for survey control.
 KV6825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6825.See file dsdata.txt to determine how the superseded data were derived.
 KV6825
 KV6825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6714700002(NAD 83)
 KV6825_MARKER: DD = SURVEY DISK
 KV6825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6825_SP_SET: CONCRETE POST
 KV6825_STAMPING: 20 F 1 1992
 KV6825_MARK LOGO: NJGS  
 KV6825_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6825+STABILITY: SURFACE MOTION
 KV6825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6825+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2005
 KV6825
 KV6825  HISTORY     - Date     Condition        Report By
 KV6825  HISTORY     - 1992     MONUMENTED       NJGS
 KV6825  HISTORY     - 20050316 GOOD             INDIV
 KV6825
 KV6825                          STATION DESCRIPTION
 KV6825
 KV6825'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6825'THE STATION IS LOCATED IN THE CITY OF ELIZABETH ON THE GROUNDS OF THE
 KV6825'MATTANO COUNTY PARK, NEAR THE NORTH BANK OF THE LEVEE OF THE
 KV6825'ELIZABETH RIVER AT THE SOUTHWEST CORNER OF THE PARKING LOT FOR THE
 KV6825'PARK.  TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 1
 KV6825'AND 9 AND STATE HIGHWAY 439 AT THE BAYWAY CIRCLE, GO 0.7 MI (1.1 KM)
 KV6825'SOUTHEAST ON BAYWAY AVENUE TO THE LIGHT AT THE JUNCTION TO INTERSTATE
 KV6825'HIGHWAY 278, THE APPROACH TO THE GOETHALS BRIDGE.  BEAR TO THE LEFT
 KV6825'AND CONTINUE FOR 0.2 MI (0.3 KM) TO THE BAYWAY AVENUE BYPASS ON THE
 KV6825'LEFT.  CONTINUE AHEAD AND GO 0.3 MI (0.5 KM) ON ATLANTIC STREET,
 KV6825'PASSING OVER THE ELIZABETH RIVER TO THE JUNCTION WITH FIFTH AVENUE ON
 KV6825'THE LEFT.  TURN LEFT AND GO 0.1 MI (0.2 KM) NORTH NORTHWEST ON FIFTH
 KV6825'AVENUE TO THE ENTRANCE DRIVE TO THE PARK TENNIS COURTS AND PARKING
 KV6825'LOT ON THE LEFT.  TURN LEFT AND FOLLOW PARKING LOT TO THE SOUTHWEST
 KV6825'CORNER AND THE STATION AHEAD, IN LINE WITH THE WEST CURBLINE AND 26.0
 KV6825'M (85.3 FT) WEST FROM POLE NUMBER 11008 EL.  THE STATION IS 17.7 M
 KV6825'(58.1 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE FENCE
 KV6825'SURROUNDING THE TENNIS COURTS, 8.0 M (26.2 FT) SOUTH FROM THE
 KV6825'SOUTHWEST CORNER OF THE PARKING LOT, 18.2 M (59.7 FT) NORTHEAST FROM
 KV6825'THE NORTHEAST CORNER OF A 8 FT (2.4 M) HIGH CHAIN LINK FENCE
 KV6825'ENCLOSURE AROUND A UTILITY METER POLE AND 20.1 M (65.9 FT) NORTHEAST
 KV6825'FROM THE SOUTHEAST CORNER OF A 8 FT (2.4 M) HIGH CHAIN LINK FENCE
 KV6825'ENCLOSURE AROUND A UTILITY METER POLE,
 KV6825
 KV6825                          STATION RECOVERY (2005)
 KV6825
 KV6825'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CLI)
 KV6825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6826 ***********************************************************************
 KV6826  DESIGNATION -  20 G 1
 KV6826  PID         -  KV6826
 KV6826  STATE/COUNTY-  NJ/UNION
 KV6826  USGS QUAD   -  PERTH AMBOY (1981)
 KV6826
 KV6826                         *CURRENT SURVEY CONTROL
 KV6826  ___________________________________________________________________
 KV6826* NAD 83(1996)-  40 36 40.44239(N)    074 22 23.83917(W)     ADJUSTED  
 KV6826* NAVD 88     -        37.4    (meters)     123.     (feet)  GPS OBS   
 KV6826  ___________________________________________________________________
 KV6826  X           -   1,306,117.545 (meters)                     COMP
 KV6826  Y           -  -4,669,581.463 (meters)                     COMP
 KV6826  Z           -   4,129,747.650 (meters)                     COMP
 KV6826  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 KV6826  ELLIP HEIGHT-           4.62  (meters)          (10/23/02) GPS OBS
 KV6826  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV6826
 KV6826  HORZ ORDER  -  FIRST
 KV6826  ELLP ORDER  -  FOURTH    CLASS I
 KV6826
 KV6826.The horizontal coordinates were established by GPS observations
 KV6826.and adjusted by the National Geodetic Survey in May 1999..
 KV6826
 KV6826.The orthometric height was determined by GPS observations and a
 KV6826.high-resolution geoid model.
 KV6826
 KV6826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6826
 KV6826.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6826
 KV6826.The ellipsoidal height was determined by GPS observations
 KV6826.and is referenced to NAD 83.
 KV6826
 KV6826.The geoid height was determined by GEOID03.
 KV6826
 KV6826;                    North         East     Units Scale Factor Converg.
 KV6826;SPC NJ       -   197,387.075   160,722.205   MT  0.99990141   +0 04 56.9
 KV6826;SPC NJ       -   647,594.10    527,302.77   sFT  0.99990141   +0 04 56.9
 KV6826;UTM  18      - 4,495,790.545   553,016.022   MT  0.99963460   +0 24 28.6
 KV6826
 KV6826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6826!SPC NJ       -   0.99999928  x   0.99990141  =   0.99990069
 KV6826!UTM  18      -   0.99999928  x   0.99963460  =   0.99963388
 KV6826
 KV6826                          SUPERSEDED SURVEY CONTROL
 KV6826
 KV6826  ELLIP H (05/14/99)    4.63   (m)                       GP(       ) 4 1
 KV6826  NAD 83(1996)-  40 36 40.44202(N)    074 22 23.83964(W) AD(       ) 1
 KV6826  NAD 83(1992)-  40 36 40.44088(N)    074 22 23.83921(W) AD(       ) 1
 KV6826  ELLIP H (04/25/94)    4.57   (m)                       GP(       ) 3 1
 KV6826  NAD 83(1986)-  40 36 40.44187(N)    074 22 23.84129(W) AD(       ) 1
 KV6826
 KV6826.Superseded values are not recommended for survey control.
 KV6826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6826.See file dsdata.txt to determine how the superseded data were derived.
 KV6826
 KV6826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5301695791(NAD 83)
 KV6826_MARKER: DD = SURVEY DISK
 KV6826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6826_SP_SET: CONCRETE POST
 KV6826_STAMPING: 20 G 1 1992
 KV6826_MARK LOGO: NJGS  
 KV6826_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6826+STABILITY: SURFACE MOTION
 KV6826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6826+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1993
 KV6826
 KV6826  HISTORY     - Date     Condition        Report By
 KV6826  HISTORY     - 1992     MONUMENTED       NJGS
 KV6826  HISTORY     - 19930322 GOOD             NJHA
 KV6826
 KV6826                          STATION DESCRIPTION
 KV6826
 KV6826'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6826'THE STATION IS LOCATED IN CLARK TOWNSHIP ON THE SOUTHEAST SIDE OF
 KV6826'RARITAN ROAD ON THE GROUNDS OF THE ASHBROOK GOLF COURSE, PART OF THE
 KV6826'UNION COUNTY PARK SYSTEM. TO REACH THE STATION FROM THE INTERSECTION
 KV6826'OF CENTRAL AVENUE AND THE GARDEN STATE PARKWAY AT INTERCHANGE 135, GO
 KV6826'WEST ON CENTRAL AVENUE FOR 0.4 MI (0.6 KM) TO THE INTERSECTION WITH
 KV6826'OLD RARITAN ROAD ON THE LEFT. TURN LEFT AND GO SOUTHWEST FOR 1.8 MI
 KV6826'(2.9 KM) ON OLD RARITAN ROAD, CROSSING A LAKE, TO A FORK JUNCTION
 KV6826'WITH OAK RIDGE ROAD.  TAKE THE RIGHT FORK AND GO 0.2 MI (0.3 KM) ON
 KV6826'OAK RIDGE ROAD TO THE INTERSECTION WITH LAKE AVENUE. TURN RIGHT AND
 KV6826'GO 0.6 MI (1.0 KM) TO THE FORK JUNCTION WITH MARTINE AVENUE, BEAR TO
 KV6826'THE LEFT AND GO 0.85 MI (1.37 KM) ON MARTINE AVENUE TO THE
 KV6826'INTERSECTION WITH RARITAN ROAD. TURN LEFT AND GO 0.75 MI (1.21 KM) TO
 KV6826'A LEFT TURN AT THE GOLF COURSE AND THE JUNCTION WITH TERRIL ROAD ON
 KV6826'THE RIGHT, TURN LEFT AND CONTINUE ON RARITAN ROAD FOR 0.6 MI
 KV6826'(1.0 KM) TO THE DRIVEWAY AT THE ENTRANCE TO THE ASHBROOK GOLF COURSE
 KV6826'AND THE STATION ON THE LEFT. THE STATION IS SET FLUSH WITH THE GROUND
 KV6826'IN THE CENTER OF A GRASS ISLAND AT THE ENTRANCE TO THE ASHBROOK GOLF
 KV6826'COURSE. THE STATION IS 13.1 M (43.0 FT) NORTWEST FROM THE NORTH
 KV6826'CORNER OF THE BATTLE OF SHORT HILLS MONUMENT AT THE NORTHWEST END OF
 KV6826'THE PARKING LOT, 36.0 M (118.1 FT) SOUTHEAST FROM THE CENTERLINE OF
 KV6826'RARITAN ROAD, 34.1 M (111.9 FT) SOUTH FROM A FIRE HYDRANT ON THE
 KV6826'SOUTHEAST SIDE OF RARITAN ROAD, 20.3 M (66.6 FT) NORTH NORTHEAST FROM
 KV6826'AN INLET NEAR THE WEST CORNER OF THE PARKING LOT AND 18.2 M
 KV6826'(59.7 FT) SOUTHWEST FROM AN INLET NEAR THE NORTH CORNER OF THE
 KV6826'PARKING LOT.
 KV6826
 KV6826                          STATION RECOVERY (1993)
 KV6826
 KV6826'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 KV6826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6905 ***********************************************************************
 KV6905  DESIGNATION -  20 H 1
 KV6905  PID         -  KV6905
 KV6905  STATE/COUNTY-  NJ/MORRIS
 KV6905  USGS QUAD   -  CHATHAM (1981)
 KV6905
 KV6905                         *CURRENT SURVEY CONTROL
 KV6905  ___________________________________________________________________
 KV6905* NAD 83(1996)-  40 42 12.93740(N)    074 24 33.57641(W)     ADJUSTED  
 KV6905* NAVD 88     -        63.6    (meters)     209.     (feet)  GPS OBS   
 KV6905  ___________________________________________________________________
 KV6905  X           -   1,301,389.548 (meters)                     COMP
 KV6905  Y           -  -4,663,984.654 (meters)                     COMP
 KV6905  Z           -   4,137,545.296 (meters)                     COMP
 KV6905  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 KV6905  ELLIP HEIGHT-          30.72  (meters)          (10/23/02) GPS OBS
 KV6905  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV6905
 KV6905  HORZ ORDER  -  FIRST
 KV6905  ELLP ORDER  -  FOURTH    CLASS I
 KV6905
 KV6905.The horizontal coordinates were established by GPS observations
 KV6905.and adjusted by the National Geodetic Survey in May 1999..
 KV6905
 KV6905.The orthometric height was determined by GPS observations and a
 KV6905.high-resolution geoid model.
 KV6905
 KV6905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6905
 KV6905.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6905
 KV6905.The ellipsoidal height was determined by GPS observations
 KV6905.and is referenced to NAD 83.
 KV6905
 KV6905.The geoid height was determined by GEOID03.
 KV6905
 KV6905;                    North         East     Units Scale Factor Converg.
 KV6905;SPC NJ       -   207,638.583   157,662.116   MT  0.99990072   +0 03 32.9
 KV6905;SPC NJ       -   681,227.58    517,263.13   sFT  0.99990072   +0 03 32.9
 KV6905;UTM  18      - 4,506,021.741   549,898.531   MT  0.99963065   +0 23 06.8
 KV6905
 KV6905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6905!SPC NJ       -   0.99999518  x   0.99990072  =   0.99989590
 KV6905!UTM  18      -   0.99999518  x   0.99963065  =   0.99962583
 KV6905
 KV6905                          SUPERSEDED SURVEY CONTROL
 KV6905
 KV6905  ELLIP H (05/14/99)   30.74   (m)                       GP(       ) 4 1
 KV6905  NAD 83(1996)-  40 42 12.93663(N)    074 24 33.57720(W) AD(       ) 1
 KV6905  NAD 83(1986)-  40 42 12.93669(N)    074 24 33.57807(W) AD(       ) 1
 KV6905
 KV6905.Superseded values are not recommended for survey control.
 KV6905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6905.See file dsdata.txt to determine how the superseded data were derived.
 KV6905
 KV6905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4989906022(NAD 83)
 KV6905_MARKER: DD = SURVEY DISK
 KV6905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6905_STAMPING: 20 H 1 1993
 KV6905_MARK LOGO: NJGS  
 KV6905_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6905+STABILITY: SURFACE MOTION
 KV6905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6905+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV6905
 KV6905  HISTORY     - Date     Condition        Report By
 KV6905  HISTORY     - 1993     MONUMENTED       NJGS
 KV6905  HISTORY     - 20011004 GOOD             INDIV
 KV6905
 KV6905                          STATION DESCRIPTION
 KV6905
 KV6905'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV6905'THE STATION IS LOCATED IN THE BOROUGH OF NEW PROVIDENCE, ON THE
 KV6905'GROUNDS OF A BOROUGH PARK, SET ON THE SOUTH SIDE OF THE PARKING LOT,
 KV6905'BETWEEN THE STONE CURB AND THE TOP OF BANK OF A CHANNELIZED STREAM.
 KV6905'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 78
 KV6905'AND HILLCREST ROAD, COUNTY ROAD 531, AT INTERCHANGE 40, GO NORTH ON
 KV6905'HILLCREST ROAD FOR 1.05 MI (1.69 KM) TO THE CROSSROADS INTERSECTION
 KV6905'WITH COUNTY ROAD 622.  BEAR TO THE LEFT AND CONTINUE NORTH ON
 KV6905'HILLCREST ROAD FOR 0.75 MI (1.21 KM) TO THE CROSSROADS INTERSECTION
 KV6905'WITH VALLEY ROAD, COUNTY ROAD 512, TO THE EAST AND WEST AND MOUNTAIN
 KV6905'AVENUE, COUNTY ROAD 638 TO THE NORTH.  TURN RIGHT AND GO EAST ON
 KV6905'VALLEY ROAD, COUNTY ROAD 512 FOR 3.5 MI (5.63 KM) , CROSSING THE
 KV6905'UNION COUNTY LINE, VALLEY ROAD IS CALLED SPRINGFIELD AVENUE IN UNION
 KV6905'COUNTY, TO THE TEE JUNCTION WITH RIDGEVIEW AVENUE ON THE LEFT AND THE
 KV6905'INGRESS DRIVEWAY TO THE PARK ON THE RIGHT.  TURN RIGHT AND GO 0.1 MI
 KV6905'(0.16 KM) SOUTH TO THE SOUTH EDGE OF THE PARKING LOT.  TURN LEFT AND
 KV6905'GO 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.  THE INGRESS
 KV6905'DRIVEWAY TO THE PARK IS ABOUT 0.05 MI (0.08 KM) NORTHEAST OF THE NEW
 KV6905'PROVIDENCE UNITED METHODIST CHURCH.  THE STATION IS 3.1 M (10.17 FT)
 KV6905'SOUTH SOUTHEAST FROM THE STONE CURB, 2.2 M (7.22 FT) NORTH NORTHWEST
 KV6905'FROM THE CENTERLINE OF THE CONCRETE PEDESTRIAN BRIDGE OVER THE
 KV6905'CHANNELIZED STREAM, 51.2 M (167.98 FT) EAST NORTHEAST FROM THE NORTH
 KV6905'EDGE OF THE STREAM, 26.4 M (86.61 FT) SOUTHWEST FROM THE CENTER OF A
 KV6905'UTILITY MANHOLE NEAR THE SOUTHEAST CORNER OF THE PARKING LOT AND 25.8
 KV6905'M (84.65 FT) SOUTHWEST FROM AN INLET SET FLUSH IN THE SOUTHEAST
 KV6905'CORNER OF THE PARKING LOT.
 KV6905
 KV6905                          STATION RECOVERY (2001)
 KV6905
 KV6905'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 KV6905'DESCRIPTION IS PARTIALLY GARBLED. APPARENTLY THE 51.2 METERS IS THE
 KV6905'DISTANCE NE FROM THE CENTERLINE OF THE BRIDGE AND THE 2.2 METERS IS
 KV6905'THE DISTANCE NW FROM THE EDGE OF THE CONCRETE STREAMBED. OTHER
 KV6905'DISTANCES MAY BE CORRECT. THE MARK IS JUST BELOW THE TOP OF THE GRASSY
 KV6905'NORTHWEST BANK OF THE STREAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5229 ***********************************************************************
 AA5229  DESIGNATION -  20 J 1
 AA5229  PID         -  AA5229
 AA5229  STATE/COUNTY-  NJ/UNION
 AA5229  USGS QUAD   -  PERTH AMBOY (1981)
 AA5229
 AA5229                         *CURRENT SURVEY CONTROL
 AA5229  ___________________________________________________________________
 AA5229* NAD 83(1996)-  40 35 49.96017(N)    074 16 06.98798(W)     ADJUSTED  
 AA5229* NAVD 88     -         4.370  (meters)      14.34   (feet)  ADJUSTED  
 AA5229  ___________________________________________________________________
 AA5229  X           -   1,314,914.836 (meters)                     COMP
 AA5229  Y           -  -4,668,138.897 (meters)                     COMP
 AA5229  Z           -   4,128,544.061 (meters)                     COMP
 AA5229  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 AA5229  ELLIP HEIGHT-         -28.17  (meters)          (10/23/02) GPS OBS
 AA5229  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 AA5229  DYNAMIC HT  -           4.368 (meters)      14.33  (feet)  COMP
 AA5229  MODELED GRAV-     980,214.3   (mgal)                       NAVD 88
 AA5229
 AA5229  HORZ ORDER  -  FIRST
 AA5229  VERT ORDER  -  FIRST     CLASS II
 AA5229  ELLP ORDER  -  FOURTH    CLASS I
 AA5229
 AA5229.The horizontal coordinates were established by GPS observations
 AA5229.and adjusted by the National Geodetic Survey in May 1999..
 AA5229
 AA5229.The orthometric height was determined by differential leveling
 AA5229.and adjusted by the National Geodetic Survey in May 2006..
 AA5229.No vertical observational check was made to the station.
 AA5229
 AA5229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5229
 AA5229.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5229
 AA5229.The ellipsoidal height was determined by GPS observations
 AA5229.and is referenced to NAD 83.
 AA5229
 AA5229.The geoid height was determined by GEOID03.
 AA5229
 AA5229.The dynamic height is computed by dividing the NAVD 88
 AA5229.geopotential number by the normal gravity value computed on the
 AA5229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5229.degrees latitude (g = 980.6199 gals.).
 AA5229
 AA5229.The modeled gravity was interpolated from observed gravity values.
 AA5229
 AA5229;                    North         East     Units Scale Factor Converg.
 AA5229;SPC NJ       -   195,848.064   169,584.310   MT  0.99990472   +0 09 02.1
 AA5229;SPC NJ       -   642,544.86    556,377.86   sFT  0.99990472   +0 09 02.1
 AA5229;UTM  18      - 4,494,302.284   561,884.399   MT  0.99964714   +0 28 33.5
 AA5229
 AA5229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5229!SPC NJ       -   1.00000442  x   0.99990472  =   0.99990914
 AA5229!UTM  18      -   1.00000442  x   0.99964714  =   0.99965156
 AA5229
 AA5229                          SUPERSEDED SURVEY CONTROL
 AA5229
 AA5229  NAD 83(1996)-  40 35 49.95980(N)    074 16 06.98841(W) AD(       ) 1
 AA5229  NAD 83(1992)-  40 35 49.95879(N)    074 16 06.98812(W) AD(       ) 1
 AA5229  ELLIP H (04/30/95)  -28.23   (m)                       GP(       ) 3 2
 AA5229
 AA5229.Superseded values are not recommended for survey control.
 AA5229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5229.See file dsdata.txt to determine how the superseded data were derived.
 AA5229
 AA5229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6188494302(NAD 83)
 AA5229_MARKER: DD = SURVEY DISK
 AA5229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5229_STAMPING: 20 J 1 1993
 AA5229_MARK LOGO: NJGS  
 AA5229_PROJECTION: FLUSH
 AA5229_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5229+STABILITY: SURFACE MOTION
 AA5229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5229+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2005
 AA5229
 AA5229  HISTORY     - Date     Condition        Report By
 AA5229  HISTORY     - 1993     MONUMENTED       NJGS
 AA5229  HISTORY     - 20040820 GOOD             NJGS
 AA5229  HISTORY     - 20051216 GOOD             SURSAT
 AA5229
 AA5229                          STATION DESCRIPTION
 AA5229
 AA5229'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993 (ECB)
 AA5229'THE STATION IS LOCATED IN RAHWAY, ALONG THE ENTRANCE ROAD TO THE NEW
 AA5229'JERSEY MOTOR VEHICLE INSPECTION STATION AND DRIVERS TEST FACILITY,
 AA5229'1140 WOODBRIDGE AVENUE, COUNTY ROAD 514.  TO REACH THE STATION FROM
 AA5229'THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROUTE 35, IN WOODBRIDGE, GO
 AA5229'2.2 MI (3.5 KM) NORTH ON U.S. HIGHWAY 1 TO THE EXIT FOR HAZELWOOD
 AA5229'AVENUE, GO TO THE BOTTOM OF THE RAMP AND TURN RIGHT ONTO EAST
 AA5229'HAZELWOOD AVENUE AND GO TO THE JUNCTION WITH WOODBRIDGE AVENUE.  TURN
 AA5229'RIGHT AND GO 0.1 MI (0.2 KM) SOUTH TO THE ENTRANCE DRIVE TO THE
 AA5229'COMPLEX AND THE STATION ON THE RIGHT.  THE STATION IS 17.4 M (57.1 FT)
 AA5229'NORTH OF THE CENTERLINE OF THE ENTRANCE DRIVE, 14.4 M (47.2 FT) EAST
 AA5229'OF THE MOTOR VEHICLE CENTERLINE DRIVE, 40.2 M (131.9 FT) WEST OF THE
 AA5229'CENTER OF WOODBRIDGE AVENUE, 34.7 M (113.8 FT) WEST OF POLE NUMBER BT
 AA5229'1112RW, SET FLUSH WITH THE GROUND.
 AA5229
 AA5229                          STATION RECOVERY (2004)
 AA5229
 AA5229'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2004 (RJK)
 AA5229'RECOVERED AS DESCRIBED
 AA5229
 AA5229                          STATION RECOVERY (2005)
 AA5229
 AA5229'RECOVERY NOTE BY SURVSAT 2005 (BRB)
 AA5229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH2906 ***********************************************************************
 DH2906  DESIGNATION -  20 K 1
 DH2906  PID         -  DH2906
 DH2906  STATE/COUNTY-  NJ/UNION
 DH2906  USGS QUAD   -  PERTH AMBOY (1981)
 DH2906
 DH2906                         *CURRENT SURVEY CONTROL
 DH2906  ___________________________________________________________________
 DH2906* NAD 83(1986)-  40 35 59.     (N)    074 16 26.     (W)     SCALED    
 DH2906* NAVD 88     -         2.650  (meters)       8.69   (feet)  ADJUSTED  
 DH2906  ___________________________________________________________________
 DH2906  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 DH2906  DYNAMIC HT  -           2.649 (meters)       8.69  (feet)  COMP
 DH2906  MODELED GRAV-     980,213.3   (mgal)                       NAVD 88
 DH2906
 DH2906  VERT ORDER  -  FIRST     CLASS II
 DH2906
 DH2906.The horizontal coordinates were scaled from a topographic map and have
 DH2906.an estimated accuracy of +/- 6 seconds.
 DH2906
 DH2906.The orthometric height was determined by differential leveling
 DH2906.and adjusted by the National Geodetic Survey in May 2006..
 DH2906
 DH2906.The geoid height was determined by GEOID03.
 DH2906
 DH2906.The dynamic height is computed by dividing the NAVD 88
 DH2906.geopotential number by the normal gravity value computed on the
 DH2906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2906.degrees latitude (g = 980.6199 gals.).
 DH2906
 DH2906.The modeled gravity was interpolated from observed gravity values.
 DH2906
 DH2906;                    North         East    Units  Estimated Accuracy
 DH2906;SPC NJ       -   196,130.      169,140.      MT  (+/- 180 meters Scaled)
 DH2906
 DH2906                          SUPERSEDED SURVEY CONTROL
 DH2906
 DH2906.No superseded survey control is available for this station.
 DH2906
 DH2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK614945(NAD 83)
 DH2906_MARKER: DD = SURVEY DISK
 DH2906_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DH2906_SP_SET: BRIDGE SIDEWALK
 DH2906_STAMPING: 20 K 1 2004
 DH2906_MARK LOGO: NJGS  
 DH2906_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH2906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2906+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 DH2906
 DH2906  HISTORY     - Date     Condition        Report By
 DH2906  HISTORY     - 20040628 MONUMENTED       NJGS
 DH2906
 DH2906                          STATION DESCRIPTION
 DH2906
 DH2906'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2004 (RJK)
 DH2906'THE STATION IS LOCATED IN THE CITY OF RAHWAY.  TO REACH THE STATION
 DH2906'FROM THE  INTERSECTION OF U.S. ROUTE 1 AND HAZELWOOD AVENUE, GO WEST
 DH2906'ON HAZELWOOD AVENUE FOR  0.15 MILE TO THE BRIDGE CARRYING HAZELWOOD
 DH2906'AVENUE OVER A BRANCH OF THE RAHWAY RIVER  AND THE STATION ON THE LEFT,
 DH2906'SET FLUSH IN A DRILL HOLE IN THE SOUTHEAST BRIDGE SIDEWALK.
 DH2906' 
 DH2906'THE STATION IS 2.2 M SOUTHWEST FROM THE SOUTHWEST CURBLINE OF
 DH2906'HAZELWOOD AVENUE, 19.6  M NORTHWEST FROM THE CENTERLINE OF LEESVILLE
 DH2906'AVENUE AND 3.3 M WEST FROM WOOD UTILITY  POLE NUMBER 61361 RW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH2907 ***********************************************************************
 DH2907  DESIGNATION -  20 L 1
 DH2907  PID         -  DH2907
 DH2907  STATE/COUNTY-  NJ/UNION
 DH2907  USGS QUAD   -  PERTH AMBOY (1981)
 DH2907
 DH2907                         *CURRENT SURVEY CONTROL
 DH2907  ___________________________________________________________________
 DH2907* NAD 83(1986)-  40 35 59.     (N)    074 16 07.     (W)     SCALED    
 DH2907* NAVD 88     -         3.206  (meters)      10.52   (feet)  ADJUSTED  
 DH2907  ___________________________________________________________________
 DH2907  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 DH2907  DYNAMIC HT  -           3.205 (meters)      10.52  (feet)  COMP
 DH2907  MODELED GRAV-     980,214.1   (mgal)                       NAVD 88
 DH2907
 DH2907  VERT ORDER  -  FIRST     CLASS II
 DH2907
 DH2907.The horizontal coordinates were scaled from a topographic map and have
 DH2907.an estimated accuracy of +/- 6 seconds.
 DH2907
 DH2907.The orthometric height was determined by differential leveling
 DH2907.and adjusted by the National Geodetic Survey in May 2006..
 DH2907.No vertical observational check was made to the station.
 DH2907
 DH2907.The geoid height was determined by GEOID03.
 DH2907
 DH2907.The dynamic height is computed by dividing the NAVD 88
 DH2907.geopotential number by the normal gravity value computed on the
 DH2907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2907.degrees latitude (g = 980.6199 gals.).
 DH2907
 DH2907.The modeled gravity was interpolated from observed gravity values.
 DH2907
 DH2907;                    North         East    Units  Estimated Accuracy
 DH2907;SPC NJ       -   196,130.      169,580.      MT  (+/- 180 meters Scaled)
 DH2907
 DH2907                          SUPERSEDED SURVEY CONTROL
 DH2907
 DH2907.No superseded survey control is available for this station.
 DH2907
 DH2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK618945(NAD 83)
 DH2907_MARKER: DD = SURVEY DISK
 DH2907_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH2907_SP_SET: BRIDGE ABUTMENT
 DH2907_STAMPING: 20 L 1 2004
 DH2907_MARK LOGO: NJGS  
 DH2907_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2907+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 DH2907
 DH2907  HISTORY     - Date     Condition        Report By
 DH2907  HISTORY     - 20040628 MONUMENTED       NJGS
 DH2907
 DH2907                          STATION DESCRIPTION
 DH2907
 DH2907'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2004 (RJK)
 DH2907'THE STATION IS LOCATED IN THE CITY OF RAHWAY.  TO REACH THE STATION
 DH2907'FROM THE  INTERSECTION OF U.S. ROUTE 1 AND HAZELWOOD AVENUE, GO EAST
 DH2907'ON HAZELWOOD AVENUE FOR  0.1 MILE TO THE INTERSECTION WITH LAWRENCE
 DH2907'STREET ON THE LEFT.  TURN LEFT AND GO NORTH  ON LAWRENCE STREET FOR
 DH2907'0.05 MILE TO THE BRIDGE CARRYING LAWRENCE STREET OVER THE  RAHWAY
 DH2907'RIVER AND THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN THE
 DH2907'TOP OF THE  NORTHEAST CORNER ABUTMENT.
 DH2907' 
 DH2907'THE STATION IS 1.3 M EAST FROM THE EAST CURBLINE OF LAWRENCE STREET,
 DH2907'4.4 M SOUTH FROM  THE NORTH END OF THE EAST PARAPET WALL OF THE
 DH2907'BRIDGE, 20.0 M NORTH FROM AN ANTIQUE  STYLE LAMPOST ON THE EAST SIDE
 DH2907'OF THE BRIDGE AND 9.5 M SOUTH FROM AN INLET NEAR THE  NORTHEAST END OF
 DH2907'THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH2908 ***********************************************************************
 DH2908  DESIGNATION -  20 M 1
 DH2908  PID         -  DH2908
 DH2908  STATE/COUNTY-  NJ/UNION
 DH2908  USGS QUAD   -  PERTH AMBOY (1981)
 DH2908
 DH2908                         *CURRENT SURVEY CONTROL
 DH2908  ___________________________________________________________________
 DH2908* NAD 83(1986)-  40 35 43.     (N)    074 16 54.     (W)     SCALED    
 DH2908* NAVD 88     -         2.758  (meters)       9.05   (feet)  ADJUSTED  
 DH2908  ___________________________________________________________________
 DH2908  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 DH2908  DYNAMIC HT  -           2.757 (meters)       9.05  (feet)  COMP
 DH2908  MODELED GRAV-     980,212.4   (mgal)                       NAVD 88
 DH2908
 DH2908  VERT ORDER  -  FIRST     CLASS II
 DH2908
 DH2908.The horizontal coordinates were scaled from a topographic map and have
 DH2908.an estimated accuracy of +/- 6 seconds.
 DH2908
 DH2908.The orthometric height was determined by differential leveling
 DH2908.and adjusted by the National Geodetic Survey in May 2006..
 DH2908
 DH2908.The geoid height was determined by GEOID03.
 DH2908
 DH2908.The dynamic height is computed by dividing the NAVD 88
 DH2908.geopotential number by the normal gravity value computed on the
 DH2908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2908.degrees latitude (g = 980.6199 gals.).
 DH2908
 DH2908.The modeled gravity was interpolated from observed gravity values.
 DH2908
 DH2908;                    North         East    Units  Estimated Accuracy
 DH2908;SPC NJ       -   195,630.      168,480.      MT  (+/- 180 meters Scaled)
 DH2908
 DH2908                          SUPERSEDED SURVEY CONTROL
 DH2908
 DH2908.No superseded survey control is available for this station.
 DH2908
 DH2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK607940(NAD 83)
 DH2908_MARKER: DD = SURVEY DISK
 DH2908_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DH2908_SP_SET: BRIDGE WINGWALL
 DH2908_STAMPING: 20 M 1 2004
 DH2908_MARK LOGO: NJGS  
 DH2908_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH2908+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 DH2908
 DH2908  HISTORY     - Date     Condition        Report By
 DH2908  HISTORY     - 20040628 MONUMENTED       NJGS
 DH2908
 DH2908                          STATION DESCRIPTION
 DH2908
 DH2908'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2004 (RJK)
 DH2908'THE STATION IS LOCATED IN THE CITY OF RAHWAY.  TO REACH THE STATION
 DH2908'FROM THE  INTERSECTION OF U.S. ROUTE 1 AND THE EXIT RAMP LEADING TO
 DH2908'INMAN AVENUE, GO NORTHWEST  ON INMAN AVENUE FOR 0.25 MILE TO THE
 DH2908'INTERSECTION WITH LEESVILLE AVENUE.  TURN RIGHT AND  GO NORTHEAST ON
 DH2908'LEESVILLE AVENUE FOR 0.20 MILE TO THE INTERSECTION WITH ELLIOT STREET
 DH2908'AND EAST INMAN AVENUE.  TURN LEFT AND GO NORTHWEST ON EAST INMAN
 DH2908'AVENUE FOR 0.10 MILE  TO THE STEEL TRUSS BRIDGE CARRYING EAST INMAN
 DH2908'AVENUE OVER A BRANCH OF THE RAHWAY  RIVER AND THE STATION ON THE
 DH2908'RIGHT. SET FLUSH IN A DRILL HOLE IN THE TOP OF THE NORTHEAST
 DH2908'WINGWALL.
 DH2908' 
 DH2908'THE STATION IS 5.4 M NORTHEAST FROM THE CENTERLINE OF EAST INMAN
 DH2908'AVENUE, 48.0 M SOUTH  FROM THE INTERSECTION OF MILL STREET AND 0.75 M
 DH2908'EAST FROM THE CENTERLINE OF THE WOOD  SIDEWALK ON THE EAST SIDE OF THE
 DH2908'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH2909 ***********************************************************************
 DH2909  DESIGNATION -  20 N 1
 DH2909  PID         -  DH2909
 DH2909  STATE/COUNTY-  NJ/UNION
 DH2909  USGS QUAD   -  PERTH AMBOY (1981)
 DH2909
 DH2909                         *CURRENT SURVEY CONTROL
 DH2909  ___________________________________________________________________
 DH2909* NAD 83(1986)-  40 35 32.     (N)    074 17 28.     (W)     SCALED    
 DH2909* NAVD 88     -         4.409  (meters)      14.47   (feet)  ADJUSTED  
 DH2909  ___________________________________________________________________
 DH2909  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DH2909  DYNAMIC HT  -           4.407 (meters)      14.46  (feet)  COMP
 DH2909  MODELED GRAV-     980,211.1   (mgal)                       NAVD 88
 DH2909
 DH2909  VERT ORDER  -  FIRST     CLASS II
 DH2909
 DH2909.The horizontal coordinates were scaled from a topographic map and have
 DH2909.an estimated accuracy of +/- 6 seconds.
 DH2909
 DH2909.The orthometric height was determined by differential leveling
 DH2909.and adjusted by the National Geodetic Survey in May 2006..
 DH2909.No vertical observational check was made to the station.
 DH2909
 DH2909.The geoid height was determined by GEOID03.
 DH2909
 DH2909.The dynamic height is computed by dividing the NAVD 88
 DH2909.geopotential number by the normal gravity value computed on the
 DH2909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2909.degrees latitude (g = 980.6199 gals.).
 DH2909
 DH2909.The modeled gravity was interpolated from observed gravity values.
 DH2909
 DH2909;                    North         East    Units  Estimated Accuracy
 DH2909;SPC NJ       -   195,290.      167,680.      MT  (+/- 180 meters Scaled)
 DH2909
 DH2909                          SUPERSEDED SURVEY CONTROL
 DH2909
 DH2909.No superseded survey control is available for this station.
 DH2909
 DH2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK599937(NAD 83)
 DH2909_MARKER: DD = SURVEY DISK
 DH2909_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DH2909_SP_SET: BRIDGE WINGWALL
 DH2909_STAMPING: 20 N 1 2004
 DH2909_MARK LOGO: NJGS  
 DH2909_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2909+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 DH2909
 DH2909  HISTORY     - Date     Condition        Report By
 DH2909  HISTORY     - 20040628 MONUMENTED       NJGS
 DH2909
 DH2909                          STATION DESCRIPTION
 DH2909
 DH2909'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2004 (RJK)
 DH2909'THE STATION IS LOCATED IN THE CITY OF RAHWAY.  TO REACH THE STATION
 DH2909'FROM THE  INTERSECTION OF U.S. ROUTE 1 AND STATE HIGHWAY 35, GEORGES
 DH2909'AVENUE, GO NORTH ON  GEORGES AVENUE FOR 1.4 MILES TO THE STATION ON
 DH2909'THE LEFT, SET FLUSH IN A DRILL HOLE IN THE  TOP OF THE NORTHWEST
 DH2909'WINGWALL OF THE BRIDGE CARRYING GEORGES AVENUE OVER A BRANCH  OF THE
 DH2909'RAHWAY RIVER.
 DH2909' 
 DH2909'THE STATION IS 2.4 M WEST FROM THE WEST CURB OF GEORGES AVENUE, 4.6 M
 DH2909'SOUTH FROM A  TRAFFIC SIGN ENTERING WOODBRIDGE TOWNSHIP MILE 58 AND
 DH2909'13.1 M SOUTH FROM A WOOD UTILITY  POLE NUMBER 61968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1699 ***********************************************************************
 KV1699  DESIGNATION -  21
 KV1699  PID         -  KV1699
 KV1699  STATE/COUNTY-  NJ/HUNTERDON
 KV1699  USGS QUAD   -  FRENCHTOWN (1997)
 KV1699
 KV1699                         *CURRENT SURVEY CONTROL
 KV1699  ___________________________________________________________________
 KV1699* NAD 83(1986)-  40 34 01.     (N)    075 05 51.     (W)     SCALED    
 KV1699* NAVD 88     -        41.997  (meters)     137.79   (feet)  ADJUSTED  
 KV1699  ___________________________________________________________________
 KV1699  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KV1699  DYNAMIC HT  -          41.977 (meters)     137.72  (feet)  COMP
 KV1699  MODELED GRAV-     980,152.8   (mgal)                       NAVD 88
 KV1699
 KV1699  VERT ORDER  -  FIRST     CLASS I
 KV1699
 KV1699.The horizontal coordinates were scaled from a topographic map and have
 KV1699.an estimated accuracy of +/- 6 seconds.
 KV1699
 KV1699.The orthometric height was determined by differential leveling
 KV1699.and adjusted by the National Geodetic Survey in June 1991..
 KV1699
 KV1699.The geoid height was determined by GEOID03.
 KV1699
 KV1699.The dynamic height is computed by dividing the NAVD 88
 KV1699.geopotential number by the normal gravity value computed on the
 KV1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1699.degrees latitude (g = 980.6199 gals.).
 KV1699
 KV1699.The modeled gravity was interpolated from observed gravity values.
 KV1699
 KV1699;                    North         East    Units  Estimated Accuracy
 KV1699;SPC NJ       -   192,630.       99,410.      MT  (+/- 180 meters Scaled)
 KV1699
 KV1699                          SUPERSEDED SURVEY CONTROL
 KV1699
 KV1699  NGVD 29 (01/10/92)   42.254  (m)          138.63   (f) ADJUSTED    1 1
 KV1699
 KV1699.Superseded values are not recommended for survey control.
 KV1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1699.See file dsdata.txt to determine how the superseded data were derived.
 KV1699
 KV1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK917906(NAD 83)
 KV1699_MARKER: B = BOLT
 KV1699_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV1699_SP_SET: DOOR SILL
 KV1699_MARK LOGO: NONE  
 KV1699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1699+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1988
 KV1699
 KV1699  HISTORY     - Date     Condition        Report By
 KV1699  HISTORY     - 1935     MONUMENTED       PRR
 KV1699  HISTORY     - 1956     GOOD             CGS
 KV1699  HISTORY     - 1975     GOOD             BAKER
 KV1699  HISTORY     - 19881010 GOOD             NJGS
 KV1699  HISTORY     - 19970126 GOOD             USPSQD
 KV1699
 KV1699                          STATION DESCRIPTION
 KV1699
 KV1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1699'AT MILFORD.
 KV1699'AT MILFORD, AT THE PENNSYLVANIA RAILROAD STATION, ON TOP OF THE
 KV1699'SOUTHEAST END OF THE DOOR SILL AT THE ENTRANCE TO THE WAITING
 KV1699'ROOM OF THE STATION, 12.3 FEET SOUTHEAST OF THE NORTHWEST CORNER
 KV1699'OF THE STATION, 29.2 FEET NORTHEAST OF THE NORTHEAST RAIL AND
 KV1699'1-FOOT ABOVE THE LEVEL OF THE TRACK.
 KV1699
 KV1699                          STATION RECOVERY (1975)
 KV1699
 KV1699'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 KV1699'RECOVERED IN GOOD CONDITION.
 KV1699
 KV1699                          STATION RECOVERY (1988)
 KV1699
 KV1699'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1699'IN MILFORD, AT THE FORMER RAILROAD STATION WHICH IS NOW A RETAIL SHOP,
 KV1699'ON TOP OF THE SOUTHEAST END OF THE DOORSILL AT THE NORTHWEST ENTRANCE
 KV1699'TO THE SHOP, 3.7 M (12.1 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 KV1699'SHOP, 8.9 M (29.2 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS,
 KV1699'ABOUT 0.3 M (1.0 FT) ABOVE LEVEL OF THE TRACKS.
 KV1699
 KV1699                          STATION RECOVERY (1997)
 KV1699
 KV1699'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV1699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6078 ***********************************************************************
 KV6078  DESIGNATION -  21 A 1
 KV6078  PID         -  KV6078
 KV6078  STATE/COUNTY-  NJ/WARREN
 KV6078  USGS QUAD   -  RIEGELSVILLE (1990)
 KV6078
 KV6078                         *CURRENT SURVEY CONTROL
 KV6078  ___________________________________________________________________
 KV6078* NAD 83(1986)-  40 35 42.     (N)    075 11 18.     (W)     SCALED    
 KV6078* NAVD 88     -        49.631  (meters)     162.83   (feet)  ADJUSTED  
 KV6078  ___________________________________________________________________
 KV6078  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KV6078  DYNAMIC HT  -          49.608 (meters)     162.76  (feet)  COMP
 KV6078  MODELED GRAV-     980,156.2   (mgal)                       NAVD 88
 KV6078
 KV6078  VERT ORDER  -  FIRST     CLASS I
 KV6078
 KV6078.The horizontal coordinates were scaled from a topographic map and have
 KV6078.an estimated accuracy of +/- 6 seconds.
 KV6078
 KV6078.The orthometric height was determined by differential leveling
 KV6078.and adjusted by the National Geodetic Survey in June 1991..
 KV6078
 KV6078.The geoid height was determined by GEOID03.
 KV6078
 KV6078.The dynamic height is computed by dividing the NAVD 88
 KV6078.geopotential number by the normal gravity value computed on the
 KV6078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6078.degrees latitude (g = 980.6199 gals.).
 KV6078
 KV6078.The modeled gravity was interpolated from observed gravity values.
 KV6078
 KV6078;                    North         East    Units  Estimated Accuracy
 KV6078;SPC NJ       -   195,810.       91,740.      MT  (+/- 180 meters Scaled)
 KV6078
 KV6078                          SUPERSEDED SURVEY CONTROL
 KV6078
 KV6078  NGVD 29 (01/10/92)   49.874  (m)          163.63   (f) ADJUSTED    1 1
 KV6078
 KV6078.Superseded values are not recommended for survey control.
 KV6078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6078.See file dsdata.txt to determine how the superseded data were derived.
 KV6078
 KV6078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK840938(NAD 83)
 KV6078_MARKER: DD = SURVEY DISK
 KV6078_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6078_SP_SET: CURB
 KV6078_STAMPING: 21 A 1 1988
 KV6078_MARK LOGO: NJGS  
 KV6078_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6078+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KV6078
 KV6078  HISTORY     - Date     Condition        Report By
 KV6078  HISTORY     - 1988     MONUMENTED       NJGS
 KV6078
 KV6078                          STATION DESCRIPTION
 KV6078
 KV6078'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6078'IN RIEGELSVILLE, IN LINE WITH THE CENTERLINE OF THE RIEGELSVILLE
 KV6078'BRIDGE CROSSING THE DELAWARE RIVER, SET ON THE CURB ALONG THE WEST
 KV6078'SIDE OF THE RAILROAD, 0.85 M (2.8 FT) NORTHWEST OF THE NORTHWEST RAIL
 KV6078'OF THE TRACK, 5.0 M (16.4 FT) WEST OF POLE WITH NO NUMBER ON THE
 KV6078'SOUTHEAST SIDE OF THE TRACK, 24.1 M (79.1 FT) SOUTH SOUTHWEST OF A
 KV6078'POLE, 16.45 M (54.0 FT) SOUTH OF THE SOUTHEAST CORNER OF A THREE STORY
 KV6078'FRAME BUILDING WITH A BARROOM, 25.6 M (84.0 FT) SOUTHEAST OF THE
 KV6078'CENTERLINE OF RIVER ROAD, AND SET FLUSH WITH THE TOP OF THE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6079 ***********************************************************************
 KV6079  DESIGNATION -  21 B 1
 KV6079  PID         -  KV6079
 KV6079  STATE/COUNTY-  NJ/WARREN
 KV6079  USGS QUAD   -  RIEGELSVILLE (1990)
 KV6079
 KV6079                         *CURRENT SURVEY CONTROL
 KV6079  ___________________________________________________________________
 KV6079* NAD 83(1986)-  40 36 25.     (N)    075 11 37.     (W)     SCALED    
 KV6079* NAVD 88     -        50.390  (meters)     165.32   (feet)  ADJUSTED  
 KV6079  ___________________________________________________________________
 KV6079  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KV6079  DYNAMIC HT  -          50.366 (meters)     165.24  (feet)  COMP
 KV6079  MODELED GRAV-     980,157.3   (mgal)                       NAVD 88
 KV6079
 KV6079  VERT ORDER  -  FIRST     CLASS I
 KV6079
 KV6079.The horizontal coordinates were scaled from a topographic map and have
 KV6079.an estimated accuracy of +/- 6 seconds.
 KV6079
 KV6079.The orthometric height was determined by differential leveling
 KV6079.and adjusted by the National Geodetic Survey in June 1991..
 KV6079
 KV6079.The geoid height was determined by GEOID03.
 KV6079
 KV6079.The dynamic height is computed by dividing the NAVD 88
 KV6079.geopotential number by the normal gravity value computed on the
 KV6079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6079.degrees latitude (g = 980.6199 gals.).
 KV6079
 KV6079.The modeled gravity was interpolated from observed gravity values.
 KV6079
 KV6079;                    North         East    Units  Estimated Accuracy
 KV6079;SPC NJ       -   197,130.       91,300.      MT  (+/- 180 meters Scaled)
 KV6079
 KV6079                          SUPERSEDED SURVEY CONTROL
 KV6079
 KV6079  NGVD 29 (01/10/92)   50.631  (m)          166.11   (f) ADJUSTED    1 1
 KV6079
 KV6079.Superseded values are not recommended for survey control.
 KV6079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6079.See file dsdata.txt to determine how the superseded data were derived.
 KV6079
 KV6079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK836951(NAD 83)
 KV6079_MARKER: B = BOLT
 KV6079_SETTING: 80 = SET IN A BOULDER
 KV6079_SP_SET: IN DRILL HOLE IN A BOULDER
 KV6079_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6079+STABILITY: SURFACE MOTION
 KV6079_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6079+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KV6079
 KV6079  HISTORY     - Date     Condition        Report By
 KV6079  HISTORY     - 1988     MONUMENTED       NJGS
 KV6079
 KV6079                          STATION DESCRIPTION
 KV6079
 KV6079'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6079'1.6 KM (1.00 MI) NORTH ALONG RIVER ROAD FROM THE RIEGELSVILLE BRIDGE,
 KV6079'IN REIGELSVILLE, TO THE JUNCTION WITH PINCHERS POINT ROAD, TO THE MARK
 KV6079'ON THE RIGHT SET IN A ROCK OUTCROP ON THE NORTHEAST SIDE OF THE
 KV6079'INTERSECTION. 18.85 M (61.8 FT) EAST OF THE EAST RAIL OF THE TRACKS,
 KV6079'12.9 M (42.3 FT) EAST OF THE CENTERLINE OF RIVER ROAD, 12.5 M
 KV6079'(41.0 FT) NORTHEAST OF POLE NUMBER NJ1265PT, 4.75 M (15.6 FT) NORTH OF
 KV6079'THE CENTERLINE OF PINCHERS POINT ROAD, 1.7 M (5.6 FT) EAST OF A 1 M
 KV6079'(3.3 FT) OAK TREE, 2.4 M (7.9 FT) EAST OF A 10 FOOT HIGH ROCK OUTCROP,
 KV6079'AND ABOUT 0.9 M (3.0 FT) ABOVE LEVEL OF THE ROAD. THE MARK IS A 15
 KV6079'MILLIMETER SQUARE GALVANIZED LAG SCREW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6080 ***********************************************************************
 KV6080  DESIGNATION -  21 C 1
 KV6080  PID         -  KV6080
 KV6080  STATE/COUNTY-  NJ/WARREN
 KV6080  USGS QUAD   -  RIEGELSVILLE (1990)
 KV6080
 KV6080                         *CURRENT SURVEY CONTROL
 KV6080  ___________________________________________________________________
 KV6080* NAD 83(1986)-  40 37 06.     (N)    075 11 42.     (W)     SCALED    
 KV6080* NAVD 88     -        51.926  (meters)     170.36   (feet)  ADJUSTED  
 KV6080  ___________________________________________________________________
 KV6080  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KV6080  DYNAMIC HT  -          51.901 (meters)     170.28  (feet)  COMP
 KV6080  MODELED GRAV-     980,157.1   (mgal)                       NAVD 88
 KV6080
 KV6080  VERT ORDER  -  FIRST     CLASS I
 KV6080
 KV6080.The horizontal coordinates were scaled from a topographic map and have
 KV6080.an estimated accuracy of +/- 6 seconds.
 KV6080
 KV6080.The orthometric height was determined by differential leveling
 KV6080.and adjusted by the National Geodetic Survey in June 1991..
 KV6080
 KV6080.The geoid height was determined by GEOID03.
 KV6080
 KV6080.The dynamic height is computed by dividing the NAVD 88
 KV6080.geopotential number by the normal gravity value computed on the
 KV6080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6080.degrees latitude (g = 980.6199 gals.).
 KV6080
 KV6080.The modeled gravity was interpolated from observed gravity values.
 KV6080
 KV6080;                    North         East    Units  Estimated Accuracy
 KV6080;SPC NJ       -   198,400.       91,200.      MT  (+/- 180 meters Scaled)
 KV6080
 KV6080                          SUPERSEDED SURVEY CONTROL
 KV6080
 KV6080  NGVD 29 (01/10/92)   52.165  (m)          171.14   (f) ADJUSTED    1 1
 KV6080
 KV6080.Superseded values are not recommended for survey control.
 KV6080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6080.See file dsdata.txt to determine how the superseded data were derived.
 KV6080
 KV6080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK835964(NAD 83)
 KV6080_MARKER: DD = SURVEY DISK
 KV6080_SETTING: 80 = SET IN A BOULDER
 KV6080_SP_SET: IN DRILL HOLE IN A BOULDER
 KV6080_STAMPING: 21 C 1 1988
 KV6080_MARK LOGO: NJGS  
 KV6080_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6080+STABILITY: SURFACE MOTION
 KV6080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6080+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KV6080
 KV6080  HISTORY     - Date     Condition        Report By
 KV6080  HISTORY     - 1988     MONUMENTED       NJGS
 KV6080
 KV6080                          STATION DESCRIPTION
 KV6080
 KV6080'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6080'3.3 KM (2.05 MI) NORTH NORTHWEST ALONG CARPENTERSVILLE ROAD FROM THE
 KV6080'BRIDGE IN REIGELSVILLE TO THE MARK ON THE RIGHT, SET IN A DRILL HOLE
 KV6080'IN A 1 M (3.3 FT) BY 2 M (6.6 FT) BOULDER, 3.6 M (11.8 FT) SOUTH
 KV6080'SOUTHEAST OF POLE NUMBER BT1740PGT, 14.6 M (47.9 FT) SOUTH OF THE
 KV6080'SOUTH RAIL OF THE TRACK, 33.1 M (108.6 FT) EAST SOUTHEAST OF POLE
 KV6080'NUMBER BT1739PGT, 8.8 M (28.9 FT) SOUTH OF THE CENTERLINE OF
 KV6080'CARPENTERSVILLE ROAD, 19.6 M (64.3 FT) SOUTH SOUTHEAST OF THE EAST END
 KV6080'OF A LARGE STONE RETAINING WALL ON THE NORTH SIDE OF THE RAILROAD,
 KV6080'ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6082 ***********************************************************************
 KV6082  DESIGNATION -  21 D 1
 KV6082  PID         -  KV6082
 KV6082  STATE/COUNTY-  NJ/WARREN
 KV6082  USGS QUAD   -  EASTON (1994)
 KV6082
 KV6082                         *CURRENT SURVEY CONTROL
 KV6082  ___________________________________________________________________
 KV6082* NAD 83(1996)-  40 38 12.41008(N)    075 11 15.31787(W)     ADJUSTED  
 KV6082* NAVD 88     -        54.332  (meters)     178.25   (feet)  ADJUSTED  
 KV6082  ___________________________________________________________________
 KV6082  X           -   1,239,153.615 (meters)                     COMP
 KV6082  Y           -  -4,685,897.824 (meters)                     COMP
 KV6082  Z           -   4,131,910.979 (meters)                     COMP
 KV6082  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 KV6082  ELLIP HEIGHT-          20.21  (meters)          (10/23/02) GPS OBS
 KV6082  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KV6082  DYNAMIC HT  -          54.307 (meters)     178.17  (feet)  COMP
 KV6082  MODELED GRAV-     980,155.4   (mgal)                       NAVD 88
 KV6082
 KV6082  HORZ ORDER  -  FIRST
 KV6082  VERT ORDER  -  FIRST     CLASS I
 KV6082  ELLP ORDER  -  FOURTH    CLASS I
 KV6082
 KV6082.The horizontal coordinates were established by GPS observations
 KV6082.and adjusted by the National Geodetic Survey in May 1999..
 KV6082
 KV6082.The orthometric height was determined by differential leveling
 KV6082.and adjusted by the National Geodetic Survey in June 1991..
 KV6082
 KV6082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6082
 KV6082.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6082
 KV6082.The ellipsoidal height was determined by GPS observations
 KV6082.and is referenced to NAD 83.
 KV6082
 KV6082.The geoid height was determined by GEOID03.
 KV6082
 KV6082.The dynamic height is computed by dividing the NAVD 88
 KV6082.geopotential number by the normal gravity value computed on the
 KV6082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6082.degrees latitude (g = 980.6199 gals.).
 KV6082
 KV6082.The modeled gravity was interpolated from observed gravity values.
 KV6082
 KV6082;                    North         East     Units Scale Factor Converg.
 KV6082;SPC NJ       -   200,443.224    91,838.824   MT  0.99994162   -0 26 52.1
 KV6082;SPC NJ       -   657,620.81    301,307.88   sFT  0.99994162   -0 26 52.1
 KV6082;SPC PA S     -   147,873.902   816,730.080   MT  0.99996476   +1 39 44.9
 KV6082;SPC PA S     -   485,149.63  2,679,555.27   sFT  0.99996476   +1 39 44.9
 KV6082;UTM  18      - 4,498,454.446   484,137.244   MT  0.99960310   -0 07 19.8
 KV6082
 KV6082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6082!SPC NJ       -   0.99999683  x   0.99994162  =   0.99993845
 KV6082!SPC PA S     -   0.99999683  x   0.99996476  =   0.99996159
 KV6082!UTM  18      -   0.99999683  x   0.99960310  =   0.99959993
 KV6082
 KV6082                          SUPERSEDED SURVEY CONTROL
 KV6082
 KV6082  NAD 83(1986)-  40 38 12.40856(N)    075 11 15.32054(W) AD(       ) 1
 KV6082  NAVD 88 (12/17/93)   54.33   (m)          178.2    (f) LEVELING    3  
 KV6082  NGVD 29 (01/10/92)   54.568  (m)          179.03   (f) ADJUSTED    1 1
 KV6082
 KV6082.Superseded values are not recommended for survey control.
 KV6082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6082.See file dsdata.txt to determine how the superseded data were derived.
 KV6082
 KV6082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8413798454(NAD 83)
 KV6082_MARKER: DD = SURVEY DISK
 KV6082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6082_SP_SET: CONCRETE POST
 KV6082_STAMPING: 21 D 1 1988
 KV6082_MARK LOGO: NJGS  
 KV6082_PROJECTION: FLUSH
 KV6082_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6082+STABILITY: SURFACE MOTION
 KV6082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6082+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 KV6082
 KV6082  HISTORY     - Date     Condition        Report By
 KV6082  HISTORY     - 1988     MONUMENTED       NJGS
 KV6082  HISTORY     - 19930129 GOOD             NJGS
 KV6082  HISTORY     - 19980612 GOOD             STEWRT
 KV6082  HISTORY     - 20030816 GOOD             AAAS
 KV6082  HISTORY     - 20030910 GOOD             AAAS
 KV6082  HISTORY     - 20060424 GOOD             AASCO
 KV6082
 KV6082                          STATION DESCRIPTION
 KV6082
 KV6082'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6082'5.8 KM (3.60 MI) NORTH NORTHWEST ALONG CARPENTERSVILLE ROAD FROM THE
 KV6082'BRIDGE CROSSING THE DELAWARE RIVER IN RIEGELSVILLE TO THE INTERSECTION
 KV6082'WITH COUNTY ROUTE 635 IN CARPENTERSVILLE, TURN RIGHT AND GO EAST FOR
 KV6082'ABOUT 85.3 M (279.9 FT) TO THE MARK ON THE LEFT, 5.15 M (16.9 FT)
 KV6082'NORTH NORTHWEST OF THE CENTERLINE OF ROUTE 635, 1.2 M (3.9 FT) NORTH
 KV6082'NORTHWEST OF THE EDGE OF PAVING OF THE SAME ROAD, 8.5 M (27.9 FT)
 KV6082'NORTHEAST OF THE CENTERLINE OF A DRIVEWAY, 47.6 M (156.2 FT) NORTHEAST
 KV6082'OF POLE NUMBER NJ342PT, 7.05 M (23.1 FT) SOUTH OF THE CENTER OF A
 KV6082'MANHOLE, 5.6 M (18.4 FT) WEST OF THE NORTHWEST CORNER OF A DOUBLE
 KV6082'GRATED INLET ON THE NORTH SIDE OF ROUTE 635, 25.25 M (82.8 FT) WEST OF
 KV6082'POLE NUMBER NJ343PT, FLUSH WITH THE GROUND.
 KV6082
 KV6082                          STATION RECOVERY (1993)
 KV6082
 KV6082'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6082'RECOVERED IN GOOD CONDITION.
 KV6082
 KV6082                          STATION RECOVERY (1998)
 KV6082
 KV6082'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1998 (JMS)
 KV6082'GOOD.
 KV6082
 KV6082                          STATION RECOVERY (2003)
 KV6082
 KV6082'RECOVERY NOTE BY ARORA AND ASSOCIATES 2003 (MKR)
 KV6082'RECOVERED IN GOOD CONDITION.
 KV6082
 KV6082                          STATION RECOVERY (2003)
 KV6082
 KV6082'RECOVERY NOTE BY ARORA AND ASSOCIATES 2003 (MR)
 KV6082'RECOVERED AS DESCRIBED
 KV6082
 KV6082                          STATION RECOVERY (2006)
 KV6082
 KV6082'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV6082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6083 ***********************************************************************
 KV6083  DESIGNATION -  21 E 1
 KV6083  PID         -  KV6083
 KV6083  STATE/COUNTY-  NJ/WARREN
 KV6083  USGS QUAD   -  EASTON (1994)
 KV6083
 KV6083                         *CURRENT SURVEY CONTROL
 KV6083  ___________________________________________________________________
 KV6083* NAD 83(1986)-  40 39 50.     (N)    075 11 10.     (W)     SCALED    
 KV6083* NAVD 88     -        55.015  (meters)     180.50   (feet)  ADJUSTED  
 KV6083  ___________________________________________________________________
 KV6083  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KV6083  DYNAMIC HT  -          54.989 (meters)     180.41  (feet)  COMP
 KV6083  MODELED GRAV-     980,151.7   (mgal)                       NAVD 88
 KV6083
 KV6083  VERT ORDER  -  FIRST     CLASS I
 KV6083
 KV6083.The horizontal coordinates were scaled from a topographic map and have
 KV6083.an estimated accuracy of +/- 6 seconds.
 KV6083
 KV6083.The orthometric height was determined by differential leveling
 KV6083.and adjusted by the National Geodetic Survey in June 1991..
 KV6083
 KV6083.The geoid height was determined by GEOID03.
 KV6083
 KV6083.The dynamic height is computed by dividing the NAVD 88
 KV6083.geopotential number by the normal gravity value computed on the
 KV6083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6083.degrees latitude (g = 980.6199 gals.).
 KV6083
 KV6083.The modeled gravity was interpolated from observed gravity values.
 KV6083
 KV6083;                    North         East    Units  Estimated Accuracy
 KV6083;SPC NJ       -   203,450.       91,990.      MT  (+/- 180 meters Scaled)
 KV6083
 KV6083                          SUPERSEDED SURVEY CONTROL
 KV6083
 KV6083  NGVD 29 (01/10/92)   55.245  (m)          181.25   (f) ADJUSTED    1 1
 KV6083
 KV6083.Superseded values are not recommended for survey control.
 KV6083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6083.See file dsdata.txt to determine how the superseded data were derived.
 KV6083
 KV6083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL842014(NAD 83)
 KV6083_MARKER: DD = SURVEY DISK
 KV6083_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV6083_SP_SET: HEADWALL
 KV6083_STAMPING: 21 E 1 1988
 KV6083_MARK LOGO: NJGS  
 KV6083_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6083+STABILITY: SURFACE MOTION
 KV6083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6083+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KV6083
 KV6083  HISTORY     - Date     Condition        Report By
 KV6083  HISTORY     - 1988     MONUMENTED       NJGS
 KV6083
 KV6083                          STATION DESCRIPTION
 KV6083
 KV6083'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6083'1.0 KM (0.60 MI) SOUTH SOUTHWEST ALONG THE RAILROAD FROM THE EAST
 KV6083'BOUND I-78 OVERPASS BRIDGE OVER THE DELAWARE RIVER, LOCATED AT THE
 KV6083'SOUTHERN BOUNDARY OF THE CITY OF PHILIPSBURG, TO THE MARK SET AT THE
 KV6083'EAST END OF THE NORTH HEADWALL ENCASING A 6 FOOT CAST IRON PIPE
 KV6083'RUNNING UNDER THE RAILROAD LINE, 0.3 M (1.0 FT) WEST OF THE EAST END
 KV6083'OF THE HEADWALL, 5.6 M (18.4 FT) EAST OF THE WEST END OF THE HEADWALL,
 KV6083'3.2 M (10.5 FT) NORTH OF THE NORTH RAIL OF THE TRACK, 17.9 M
 KV6083'(58.7 FT) NORTHEAST OF A POLE WITH NO NUMBER, 28.7 M (94.2 FT)
 KV6083'NORTHWEST OF A POLE WITH NO NUMBER, 60.2 M (197.5 FT) EAST OF THE EAST
 KV6083'END OF A MASSIVE RETAINING WALL WITH A PIPE RAIL LOCATED ON THE NORTH
 KV6083'SIDE OF THE RAILROAD, SET 1.0 M (3.3 FT) BELOW TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6084 ***********************************************************************
 KV6084  CBN         -  This is a Cooperative Base Network Control Station.
 KV6084  DESIGNATION -  21 F 1
 KV6084  PID         -  KV6084
 KV6084  STATE/COUNTY-  NJ/WARREN
 KV6084  USGS QUAD   -  EASTON (1994)
 KV6084
 KV6084                         *CURRENT SURVEY CONTROL
 KV6084  ___________________________________________________________________
 KV6084* NAD 83(1996)-  40 40 48.58914(N)    075 10 45.38305(W)     ADJUSTED  
 KV6084* NAVD 88     -        58.716  (meters)     192.64   (feet)  ADJUSTED  
 KV6084  ___________________________________________________________________
 KV6084  X           -   1,239,031.606 (meters)                     COMP
 KV6084  Y           -  -4,682,686.735 (meters)                     COMP
 KV6084  Z           -   4,135,568.535 (meters)                     COMP
 KV6084  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 KV6084  ELLIP HEIGHT-          24.66  (meters)          (09/23/02) GPS OBS
 KV6084  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KV6084  DYNAMIC HT  -          58.688 (meters)     192.55  (feet)  COMP
 KV6084  MODELED GRAV-     980,156.1   (mgal)                       NAVD 88
 KV6084
 KV6084  HORZ ORDER  -  B
 KV6084  VERT ORDER  -  FIRST     CLASS I
 KV6084  ELLP ORDER  -  FOURTH    CLASS I
 KV6084
 KV6084.The horizontal coordinates were established by GPS observations
 KV6084.and adjusted by the National Geodetic Survey in August 1998..
 KV6084
 KV6084.The orthometric height was determined by differential leveling
 KV6084.and adjusted by the National Geodetic Survey in June 1991..
 KV6084
 KV6084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6084
 KV6084.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6084
 KV6084.The ellipsoidal height was determined by GPS observations
 KV6084.and is referenced to NAD 83.
 KV6084
 KV6084.The geoid height was determined by GEOID03.
 KV6084
 KV6084.The dynamic height is computed by dividing the NAVD 88
 KV6084.geopotential number by the normal gravity value computed on the
 KV6084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6084.degrees latitude (g = 980.6199 gals.).
 KV6084
 KV6084.The modeled gravity was interpolated from observed gravity values.
 KV6084
 KV6084;                    North         East     Units Scale Factor Converg.
 KV6084;SPC NJ       -   205,254.903    92,579.403   MT  0.99994057   -0 26 34.0
 KV6084;SPC NJ       -   673,407.13    303,737.59   sFT  0.99994057   -0 26 34.0
 KV6084;SPC PA S     -   152,709.711   817,292.973   MT  0.99996750   +1 40 04.3
 KV6084;SPC PA S     -   501,015.11  2,681,402.03   sFT  0.99996750   +1 40 04.3
 KV6084;UTM  18      - 4,503,268.630   484,850.211   MT  0.99960282   -0 07 00.7
 KV6084
 KV6084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6084!SPC NJ       -   0.99999613  x   0.99994057  =   0.99993670
 KV6084!SPC PA S     -   0.99999613  x   0.99996750  =   0.99996363
 KV6084!UTM  18      -   0.99999613  x   0.99960282  =   0.99959895
 KV6084
 KV6084                          SUPERSEDED SURVEY CONTROL
 KV6084
 KV6084  ELLIP H (08/14/98)   24.66   (m)                       GP(       ) 3 2
 KV6084  NAD 83(1986)-  40 40 48.58764(N)    075 10 45.38517(W) AD(       ) 1
 KV6084  NAVD 88 (12/17/93)   58.72   (m)          192.7    (f) LEVELING    3  
 KV6084  NGVD 29 (01/10/92)   58.942  (m)          193.38   (f) ADJUSTED    1 1
 KV6084
 KV6084.Superseded values are not recommended for survey control.
 KV6084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6084.See file dsdata.txt to determine how the superseded data were derived.
 KV6084
 KV6084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8485003269(NAD 83)
 KV6084_MARKER: DD = SURVEY DISK
 KV6084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6084_SP_SET: CONCRETE POST
 KV6084_STAMPING: 21 F 1 1988
 KV6084_MARK LOGO: NJGS  
 KV6084_PROJECTION: FLUSH
 KV6084_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6084+STABILITY: SURFACE MOTION
 KV6084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6084+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2006
 KV6084
 KV6084  HISTORY     - Date     Condition        Report By
 KV6084  HISTORY     - 1988     MONUMENTED       NJGS
 KV6084  HISTORY     - 19891010 GOOD             NJGS
 KV6084  HISTORY     - 19920420 GOOD             NGS
 KV6084  HISTORY     - 19930129 GOOD             NJGS
 KV6084  HISTORY     - 19961210 GOOD             NJGS
 KV6084  HISTORY     - 19980612 GOOD             STEWRT
 KV6084  HISTORY     - 20060116 GOOD             AASCO
 KV6084
 KV6084                          STATION DESCRIPTION
 KV6084
 KV6084'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6084'2.6 KM (1.60 MI) SOUTHEAST ALONG SOUTH MAIN STREET FROM THE STEEL
 KV6084'BRIDGE, STATE HIGHWAY ROUTE 22 ALTERNATE, CROSSING THE DELAWARE RIVER
 KV6084'IN PHILLIPSBURG TO THE JUNCTION WITH SAW MILL ROAD, TURN RIGHT ON SAW
 KV6084'MILL ROAD AND GO SOUTHWEST FOR 0.2 KM (0.10 MI) TO THE MERRIT SALES
 KV6084'OFFICE,NUMBER 15 SAW MILL ROAD, AND THE MARK ON THE LEFT. MONUMENT IS
 KV6084'SET IN THE GRASS AREA ON THE NORTHWEST CORNER OF THE PARKING AREA,
 KV6084'19.0 M (62.3 FT) SOUTH OF THE SOUTH CURBLINE OF SAW MILL ROAD, 21.3 M
 KV6084'(69.9 FT) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE INLET
 KV6084'CURBPIECE ON SAW MILL ROAD, 17.1 M (56.1 FT) WEST OF A PARKING LOT
 KV6084'LIGHT POST, 6.7 M (22.0 FT) NORTHWEST OF THE NORTHWEST BELGIUM BLOCK
 KV6084'CURBLINE OF THE PARKING LOT TO THE SALES OFFICE, 29.85 M (97.9 FT)
 KV6084'NORTHWEST OF THE NORTHWEST CORNER OF THE 1 STORY SALES OFFICE, 24.25 M
 KV6084'(79.6 FT) NORTHWEST OF A PARKING LOT POLE, 2.5 M (8.2 FT) NORTHEAST OF
 KV6084'THE NORTHEAST RAIL OF THE RAILROAD SIDING TRACK LEADING TO THE
 KV6084'BRICKYARD, 13.6 M (44.6 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE
 KV6084'MAINLINE RAILROAD TRACK, 31.7 M (104.0 FT) SOUTHEAST OF A STREET LIGHT
 KV6084'POLE, SET LEVEL WITH THE TRACK.
 KV6084
 KV6084                          STATION RECOVERY (1992)
 KV6084
 KV6084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 KV6084'AN UPDATED DESCRIPTION FOLLOWS.
 KV6084'STATION IS LOCATED ABOUT 3.87 KM (2.40 MI) SOUTH OF THE U.S. HIGHWAY
 KV6084'22, STATE ROUTE 57 BRIDGE LEADING WEST ACROSS THE DELAWARE RIVER TO
 KV6084'EASTON PENNSYLVANIA, 2.6 KM (1.60 MI) SOUTHEAST OF THE STATE ROUTE 22
 KV6084'ALTERNATE STEEL BRIDGE OVER THE DELEWARE RIVER, 0.2 KM (0.10 MI)
 KV6084'SOUTHWEST OF SOUTH MAIN STREET IN PHILLIPSBURG NJ, AT THE MERRITT
 KV6084'BRICK DISTRIBITORS SALES OFFICE BUILDING.  OWNERSHIP--MERRITT BRICK
 KV6084'DISTRIBITORS, PHILLISBURG, NJ.
 KV6084'TO REACH THE STATION FROM THE EAST END OF THE U.S. HIGHWAY 22 BRIDGE
 KV6084'OVER THE DELAWARE RIVER IN PHILLIPSBURG, GO SOUTHERLY ALONG SOUTH
 KV6084'MAIN STREET (LAST EXIT BEFORE TOLL) FOR 1.9 KM (1.20 MI) TO A STEEL
 KV6084'BRIDGE OVER A WATERWAY.  CONTINUE SOUTHERLY ALONG SOUTH MAIN STREET
 KV6084'FOR 1.4 KM (0.85 MI) TO A RAILROAD OVERPASS.  CONTINUE SOUTHERLY
 KV6084'ALONG SOUTH MAIN STREET FOR 0.48 KM (0.30 MI) TO SAWMILL STREET ON
 KV6084'THE RIGHT.  TURN RIGHT AND GO 0.2 KM (0.10 MI) ALONG SAWMILL STREET
 KV6084'TO A BRICK BUILDING ON THE LEFT (MERRITT SALES OFFICE).  TURN LEFT
 KV6084'AND THEN RIGHT TO THE NORTHWEST CORNER OF THE PARKING LOT AND THE
 KV6084'STATION AS DESCRIBED ALONG THE EAST SIDE OF THE RAILROAD TRACKS.
 KV6084'STATION IS 29 M (95.1 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 KV6084'OFFICE BUILDING, 2.5 M (8.2 FT) NORTHEAST OF THE NORTHEAST RAIL OF A
 KV6084'SIDE TRACK, 19 M (62.3 FT) SOUTH OF THE SOUTH CURB LINE OF THE ROAD,
 KV6084'24.2 M (79.4 FT) NORTHWEST OF A PARKING LOT LIGHT POLE, 31.7 M
 KV6084'(104.0 FT) SOUTHEAST OF A STREET LIGHT POLE, 17 M (55.8 FT) WEST OF A
 KV6084'PARKING LOT LIGHT POLE, 6.7 M (22.0 FT) NORTHWEST OF BELGIUM BLOCK
 KV6084'CURB AROUND THE PARKING LOT, 0.61 M (2.00 FT) WEST-SOUTHWEST OF A
 KV6084'FIBERGLASS WITNESS POST AND ABOUT FLUSH WITH THE GROUND SURFACE.
 KV6084
 KV6084                          STATION RECOVERY (1993)
 KV6084
 KV6084'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6084'RECOVERED IN GOOD CONDITION.
 KV6084
 KV6084                          STATION RECOVERY (1996)
 KV6084
 KV6084'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV6084'RECOVERED AS DESCRIBED.
 KV6084
 KV6084                          STATION RECOVERY (1998)
 KV6084
 KV6084'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1998 (JMS)
 KV6084'RECOVERED AS GOOD.
 KV6084
 KV6084                          STATION RECOVERY (2006)
 KV6084
 KV6084'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV6084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6087 ***********************************************************************
 KV6087  DESIGNATION -  21 G 1
 KV6087  PID         -  KV6087
 KV6087  STATE/COUNTY-  NJ/WARREN
 KV6087  USGS QUAD   -  EASTON (1994)
 KV6087
 KV6087                         *CURRENT SURVEY CONTROL
 KV6087  ___________________________________________________________________
 KV6087* NAD 83(1986)-  40 39 07.     (N)    075 11 46.     (W)     SCALED    
 KV6087* NAVD 88     -        55.555  (meters)     182.27   (feet)  ADJUSTED  
 KV6087  ___________________________________________________________________
 KV6087  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KV6087  DYNAMIC HT  -          55.529 (meters)     182.18  (feet)  COMP
 KV6087  MODELED GRAV-     980,143.2   (mgal)                       NAVD 88
 KV6087
 KV6087  VERT ORDER  -  FIRST     CLASS I
 KV6087
 KV6087.The horizontal coordinates were scaled from a topographic map and have
 KV6087.an estimated accuracy of +/- 6 seconds.
 KV6087
 KV6087.The orthometric height was determined by differential leveling
 KV6087.and adjusted by the National Geodetic Survey in June 1991..
 KV6087
 KV6087.The geoid height was determined by GEOID03.
 KV6087
 KV6087.The dynamic height is computed by dividing the NAVD 88
 KV6087.geopotential number by the normal gravity value computed on the
 KV6087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6087.degrees latitude (g = 980.6199 gals.).
 KV6087
 KV6087.The modeled gravity was interpolated from observed gravity values.
 KV6087
 KV6087;                    North         East    Units  Estimated Accuracy
 KV6087;SPC NJ       -   202,130.       91,130.      MT  (+/- 180 meters Scaled)
 KV6087
 KV6087                          SUPERSEDED SURVEY CONTROL
 KV6087
 KV6087  NGVD 29 (01/10/92)   55.787  (m)          183.03   (f) ADJUSTED    1 1
 KV6087
 KV6087.Superseded values are not recommended for survey control.
 KV6087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6087.See file dsdata.txt to determine how the superseded data were derived.
 KV6087
 KV6087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL834001(NAD 83)
 KV6087_MARKER: DD = SURVEY DISK
 KV6087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6087_SP_SET: CONCRETE POST
 KV6087_STAMPING: 21 G 1 1989
 KV6087_MARK LOGO: NJGS  
 KV6087_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KV6087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6087+STABILITY: SURFACE MOTION
 KV6087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6087+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KV6087
 KV6087  HISTORY     - Date     Condition        Report By
 KV6087  HISTORY     - 1989     MONUMENTED       NJGS
 KV6087
 KV6087                          STATION DESCRIPTION
 KV6087
 KV6087'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6087'5.8 KM (3.60 MI) NORTH ALONG RIVER ROAD FROM THE DELAWARE RIVER BRIDGE
 KV6087'IN RIEGELSVILLE TO CARPENTERSVILLE, THENCE STRAIGHT AHEAD FOR 2.3 KM
 KV6087'(1.45 MI) TO THE JUNCTION WITH CARPENTERSVILLE ROAD AT A RAILWAY
 KV6087'CROSSING TO THE STATION ON THE LEFT IN LINE WITH FOUR POWER POLES.
 KV6087'THE MARK IS LOCATED 20.72 M (68.0 FT) SOUTHEAST OF THE NORTHEAST
 KV6087'CORNER OF A RED FRAME BARN, 12.90 M (42.3 FT) WEST OF THE WEST TRACK
 KV6087'OF THE RAILWAY, 5.24 M (17.2 FT) NORTH OF THE CENTER OF
 KV6087'CARPENTERSVILLE ROAD, 4.6 M (15.1 FT) WEST OF THE CENTER OF A PAVED
 KV6087'DRIVEWAY, 3.75 M (12.3 FT) EAST OF POWER POLE NJ3W PT AND FLUSH WITH
 KV6087'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6882 ***********************************************************************
 KV6882  DESIGNATION -  21 H 1
 KV6882  PID         -  KV6882
 KV6882  STATE/COUNTY-  NJ/WARREN
 KV6882  USGS QUAD   -  EASTON (1994)
 KV6882
 KV6882                         *CURRENT SURVEY CONTROL
 KV6882  ___________________________________________________________________
 KV6882* NAD 83(1996)-  40 42 07.06991(N)    075 09 48.69176(W)     ADJUSTED  
 KV6882* NAVD 88     -       109.8    (meters)     360.     (feet)  GPS OBS   
 KV6882  ___________________________________________________________________
 KV6882  X           -   1,239,924.351 (meters)                     COMP
 KV6882  Y           -  -4,680,857.748 (meters)                     COMP
 KV6882  Z           -   4,137,437.482 (meters)                     COMP
 KV6882  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 KV6882  ELLIP HEIGHT-          75.80  (meters)          (10/23/02) GPS OBS
 KV6882  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KV6882
 KV6882  HORZ ORDER  -  FIRST
 KV6882  ELLP ORDER  -  FOURTH    CLASS I
 KV6882
 KV6882.The horizontal coordinates were established by GPS observations
 KV6882.and adjusted by the National Geodetic Survey in May 1999..
 KV6882
 KV6882.The orthometric height was determined by GPS observations and a
 KV6882.high-resolution geoid model.
 KV6882
 KV6882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6882
 KV6882.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6882
 KV6882.The ellipsoidal height was determined by GPS observations
 KV6882.and is referenced to NAD 83.
 KV6882
 KV6882.The geoid height was determined by GEOID03.
 KV6882
 KV6882;                    North         East     Units Scale Factor Converg.
 KV6882;SPC NJ       -   207,665.386    93,928.871   MT  0.99993869   -0 25 57.8
 KV6882;SPC NJ       -   681,315.52    308,164.97   sFT  0.99993869   -0 25 57.8
 KV6882;SPC PA S     -   155,168.331   818,552.782   MT  0.99996909   +1 40 41.1
 KV6882;SPC PA S     -   509,081.43  2,685,535.25   sFT  0.99996909   +1 40 41.1
 KV6882;UTM  18      - 4,505,685.937   486,185.491   MT  0.99960235   -0 06 23.9
 KV6882
 KV6882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6882!SPC NJ       -   0.99998811  x   0.99993869  =   0.99992680
 KV6882!SPC PA S     -   0.99998811  x   0.99996909  =   0.99995720
 KV6882!UTM  18      -   0.99998811  x   0.99960235  =   0.99959046
 KV6882
 KV6882                          SUPERSEDED SURVEY CONTROL
 KV6882
 KV6882  NAD 83(1986)-  40 42 07.06841(N)    075 09 48.69422(W) AD(       ) 1
 KV6882
 KV6882.Superseded values are not recommended for survey control.
 KV6882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6882.See file dsdata.txt to determine how the superseded data were derived.
 KV6882
 KV6882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8618505686(NAD 83)
 KV6882_MARKER: DD = SURVEY DISK
 KV6882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6882_SP_SET: CONCRETE POST
 KV6882_STAMPING: 21 H 1 1993
 KV6882_MARK LOGO: NJGS  
 KV6882_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6882+STABILITY: SURFACE MOTION
 KV6882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6882+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV6882
 KV6882  HISTORY     - Date     Condition        Report By
 KV6882  HISTORY     - 1993     MONUMENTED       NJGS
 KV6882
 KV6882                          STATION DESCRIPTION
 KV6882
 KV6882'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV6882'THE STATION IS LOCATED IN LOPATCONG TOWNSHIP ON THE SOUTHEAST SIDE OF
 KV6882'BALTIMORE ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 KV6882'ROUTE 57 AND COUNTY ROAD 519, GO WEST ON STATE ROUTE 57 FOR 1.4 MI
 KV6882'(2.3 KM) TO THE INTERSECTION WITH RED SCHOOL LANE ON THE RIGHT. TURN
 KV6882'RIGHT AND GO NORTHWEST ON RED SCHOOL LANE FOR 0.2 MI (0.3 KM) TO THE
 KV6882'INTERSECTION WITH BALTIMORE ROAD.  TURN RIGHT AND GO NORTHEAST ON
 KV6882'BALTIMORE ROAD FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT. THE
 KV6882'STATION IS 102.5 FT (31.2 M) WEST FROM POLE NUMBER NJ 1289 LX SOD150,
 KV6882'120.2 FT (36.6 M) EAST FROM POLE NUMBER NJ 1288 LX SOD150, 53.5 FT
 KV6882'(16.3 M) WEST FROM AN INLET ON THE SOUTH SIDE OF BALTIMORE ROAD, 66.6
 KV6882'FT (20.3 M) SOUTHWEST FROM AN INLET ON THE NORTH SIDE OF BALTIMORE
 KV6882'ROAD, 164.1 FT (50.0 M) SOUTH SOUTHEAST FROM A FIRE HYDRANT AND 6.5
 KV6882'FT (2.0 M) SOUTH FROM THE SOUTH STONE CURB OF BALTIMORE ROAD.  THE
 KV6882'STATION IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6883 ***********************************************************************
 KV6883  DESIGNATION -  21 J 1
 KV6883  PID         -  KV6883
 KV6883  STATE/COUNTY-  NJ/WARREN
 KV6883  USGS QUAD   -  EASTON (1994)
 KV6883
 KV6883                         *CURRENT SURVEY CONTROL
 KV6883  ___________________________________________________________________
 KV6883* NAD 83(1996)-  40 42 12.66745(N)    075 09 20.18054(W)     ADJUSTED  
 KV6883* NAVD 88     -       110.9    (meters)     364.     (feet)  GPS OBS   
 KV6883  ___________________________________________________________________
 KV6883  X           -   1,240,542.725 (meters)                     COMP
 KV6883  Y           -  -4,680,578.282 (meters)                     COMP
 KV6883  Z           -   4,137,569.106 (meters)                     COMP
 KV6883  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 KV6883  ELLIP HEIGHT-          76.91  (meters)          (10/23/02) GPS OBS
 KV6883  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KV6883
 KV6883  HORZ ORDER  -  FIRST
 KV6883  ELLP ORDER  -  FOURTH    CLASS I
 KV6883
 KV6883.The horizontal coordinates were established by GPS observations
 KV6883.and adjusted by the National Geodetic Survey in May 1999..
 KV6883
 KV6883.The orthometric height was determined by GPS observations and a
 KV6883.high-resolution geoid model.
 KV6883
 KV6883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6883
 KV6883.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6883
 KV6883.The ellipsoidal height was determined by GPS observations
 KV6883.and is referenced to NAD 83.
 KV6883
 KV6883.The geoid height was determined by GEOID03.
 KV6883
 KV6883;                    North         East     Units Scale Factor Converg.
 KV6883;SPC NJ       -   207,833.012    94,599.424   MT  0.99993777   -0 25 39.2
 KV6883;SPC NJ       -   681,865.47    310,364.94   sFT  0.99993777   -0 25 39.2
 KV6883;SPC PA S     -   155,360.547   819,216.726   MT  0.99996921   +1 40 59.6
 KV6883;SPC PA S     -   509,712.06  2,687,713.54   sFT  0.99996921   +1 40 59.6
 KV6883;UTM  18      - 4,505,857.319   486,854.855   MT  0.99960213   -0 06 05.3
 KV6883
 KV6883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6883!SPC NJ       -   0.99998794  x   0.99993777  =   0.99992571
 KV6883!SPC PA S     -   0.99998794  x   0.99996921  =   0.99995715
 KV6883!UTM  18      -   0.99998794  x   0.99960213  =   0.99959007
 KV6883
 KV6883                          SUPERSEDED SURVEY CONTROL
 KV6883
 KV6883  ELLIP H (05/14/99)   76.92   (m)                       GP(       ) 4 1
 KV6883  NAD 83(1986)-  40 42 12.66594(N)    075 09 20.18300(W) AD(       ) 1
 KV6883
 KV6883.Superseded values are not recommended for survey control.
 KV6883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6883.See file dsdata.txt to determine how the superseded data were derived.
 KV6883
 KV6883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8685505857(NAD 83)
 KV6883_MARKER: DD = SURVEY DISK
 KV6883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6883_SP_SET: CONCRETE POST
 KV6883_STAMPING: 21 J 1 1993
 KV6883_MARK LOGO: NJGS  
 KV6883_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6883+STABILITY: SURFACE MOTION
 KV6883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6883+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2006
 KV6883
 KV6883  HISTORY     - Date     Condition        Report By
 KV6883  HISTORY     - 1993     MONUMENTED       NJGS
 KV6883  HISTORY     - 20030816 GOOD             AAAS
 KV6883  HISTORY     - 20060116 GOOD             AASCO
 KV6883
 KV6883                          STATION DESCRIPTION
 KV6883
 KV6883'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV6883'THE STATION IS LOCATED IN LOPATCONG TOWNSHIP ON THE SOUTHEAST SIDE OF
 KV6883'STRYKER ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 KV6883'ROUTE 57 AND COUNTY ROAD 519, GO WEST ON STATE ROUTE 57 FOR 0.9 MI
 KV6883'(1.4 KM) TO THE INTERSECTION WITH STRYKER ROAD.  TURN RIGHT AND GO
 KV6883'NORTHEAST ON STRYKER ROAD FOR 0.3 MI (0.5 KM) TO THE LOPATCONG
 KV6883'TOWNSHIP FIRE COMPANY NUMBER 2 AND THE STATION ON THE RIGHT, IN RANGE
 KV6883'WITH AND NEAR THE SOUTHWEST CORNER OF THE PARKING LOT.  THE STATION
 KV6883'IS 34.0 M (111.5 FT) EAST FROM POLE NUMBER BT 894 LG, 33.4 M
 KV6883'(109.6 FT) SOUTHEAST FROM THE CENTERLINE OF STRYKER ROAD, 29.5 M
 KV6883'(96.8 FT) EAST SOUTHEAST FROM AN INLET ON THE SOUTH SIDE OF STRYKER
 KV6883'ROAD, 29.45 M (96.62 FT) SOUTH SOUTHEAST FROM POLE NUMBER BT 869
 KV6883'10LG, 26.4 M (86.6 FT) SOUTHWEST FROM THE WEST CORNER OF A DUTCH
 KV6883'STYLE SHED, 15.3 M (50.2 FT) WEST SOUTHWEST FROM A LIGHT POLE WITH AN
 KV6883'ELECTRIC METER AND JUNCTION BOX ATTACHED NEAR THE SOUTHWEST CORNER OF
 KV6883'THE PARKING LOT AND 7.1 M (23.3 FT) SOUTHWEST FROM THE SOUTHWEST
 KV6883'CORNER OF THE PARKING LOT. THE STATION IS SET 0.1 M (0.3 FT) BELOW
 KV6883'THE GROUND.
 KV6883
 KV6883                          STATION RECOVERY (2003)
 KV6883
 KV6883'RECOVERY NOTE BY ARORA AND ASSOCIATES 2003 (MKR)
 KV6883'RECOVERED IN GOOD CONDITION.
 KV6883
 KV6883                          STATION RECOVERY (2006)
 KV6883
 KV6883'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV6883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6884 ***********************************************************************
 KV6884  CBN         -  This is a Cooperative Base Network Control Station.
 KV6884  DESIGNATION -  21 K 1
 KV6884  PID         -  KV6884
 KV6884  STATE/COUNTY-  NJ/WARREN
 KV6884  USGS QUAD   -  EASTON (1994)
 KV6884
 KV6884                         *CURRENT SURVEY CONTROL
 KV6884  ___________________________________________________________________
 KV6884* NAD 83(1996)-  40 40 15.15364(N)    075 07 47.15742(W)     ADJUSTED  
 KV6884* NAVD 88     -        92.480  (meters)     303.41   (feet)  ADJUSTED  
 KV6884  ___________________________________________________________________
 KV6884  X           -   1,243,256.375 (meters)                     COMP
 KV6884  Y           -  -4,682,288.904 (meters)                     COMP
 KV6884  Z           -   4,134,808.381 (meters)                     COMP
 KV6884  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 KV6884  ELLIP HEIGHT-          58.50  (meters)          (09/24/01) GPS OBS
 KV6884  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KV6884  DYNAMIC HT  -          92.437 (meters)     303.27  (feet)  COMP
 KV6884  MODELED GRAV-     980,155.6   (mgal)                       NAVD 88
 KV6884
 KV6884  HORZ ORDER  -  A
 KV6884  VERT ORDER  -  FIRST     CLASS II
 KV6884  ELLP ORDER  -  FOURTH    CLASS I
 KV6884
 KV6884.The horizontal coordinates were established by GPS observations
 KV6884.and adjusted by the National Geodetic Survey in September 2001..
 KV6884
 KV6884.The orthometric height was determined by differential leveling
 KV6884.and adjusted by the National Geodetic Survey in March 2005..
 KV6884.No vertical observational check was made to the station.
 KV6884
 KV6884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6884
 KV6884.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6884
 KV6884.The ellipsoidal height was determined by GPS observations
 KV6884.and is referenced to NAD 83.
 KV6884
 KV6884.The geoid height was determined by GEOID03.
 KV6884
 KV6884.The dynamic height is computed by dividing the NAVD 88
 KV6884.geopotential number by the normal gravity value computed on the
 KV6884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6884.degrees latitude (g = 980.6199 gals.).
 KV6884
 KV6884.The modeled gravity was interpolated from observed gravity values.
 KV6884
 KV6884;                    North         East     Units Scale Factor Converg.
 KV6884;SPC NJ       -   204,192.462    96,756.998   MT  0.99993488   -0 24 37.6
 KV6884;SPC NJ       -   669,921.44    317,443.58   sFT  0.99993488   -0 24 37.6
 KV6884;SPC PA S     -   151,801.815   821,506.986   MT  0.99996686   +1 41 60.0
 KV6884;SPC PA S     -   498,036.45  2,695,227.50   sFT  0.99996686   +1 41 60.0
 KV6884;UTM  18      - 4,502,230.317   489,032.377   MT  0.99960148   -0 05 04.5
 KV6884
 KV6884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6884!SPC NJ       -   0.99999082  x   0.99993488  =   0.99992570
 KV6884!SPC PA S     -   0.99999082  x   0.99996686  =   0.99995768
 KV6884!UTM  18      -   0.99999082  x   0.99960148  =   0.99959231
 KV6884
 KV6884                          SUPERSEDED SURVEY CONTROL
 KV6884
 KV6884  NAD 83(1996)-  40 40 15.15377(N)    075 07 47.15713(W) AD(       ) 1
 KV6884  ELLIP H (05/14/99)   58.51   (m)                       GP(       ) 4 1
 KV6884  NAD 83(1986)-  40 40 15.15226(N)    075 07 47.15966(W) AD(       ) 1
 KV6884
 KV6884.Superseded values are not recommended for survey control.
 KV6884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6884.See file dsdata.txt to determine how the superseded data were derived.
 KV6884
 KV6884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8903202230(NAD 83)
 KV6884_MARKER: DD = SURVEY DISK
 KV6884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6884_SP_SET: CONCRETE POST
 KV6884_STAMPING: 21 K 1 1993
 KV6884_MARK LOGO: NJGS  
 KV6884_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6884+STABILITY: SURFACE MOTION
 KV6884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6884+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2003
 KV6884
 KV6884  HISTORY     - Date     Condition        Report By
 KV6884  HISTORY     - 1993     MONUMENTED       NJGS
 KV6884  HISTORY     - 20000808 GOOD             NJGS
 KV6884  HISTORY     - 20000816 GOOD             NJGS
 KV6884  HISTORY     - 20001003 GOOD             NJGS
 KV6884  HISTORY     - 20010522 MARK NOT FOUND   NGS
 KV6884  HISTORY     - 20011001 GOOD             NJGS
 KV6884  HISTORY     - 20030816 GOOD             AAAS
 KV6884
 KV6884                          STATION DESCRIPTION
 KV6884
 KV6884'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV6884'THE STATION IS LOCATED IN POHATCONG TOWNSHIP IN THE CENTER MEDIAN OF
 KV6884'INTERSTATE HIGHWAY 78 NEAR INTERCHANGE 3, THE LAST EXIT IN NEW
 KV6884'JERSEY.  TO REACH THE STATION FROM INTERSTATE HIGHWAY 78 WESTBOUND
 KV6884'ROADWAY AT MILE POST MARKER NUMBER 5, GO WEST ON INTERSTATE HIGHWAY
 KV6884'78 FOR 0.8 MI (1.3 KM) TO THE OFFICIAL USE ONLY TURN AROUND ON THE
 KV6884'LEFT.  TURN LEFT INTO THE TURN AROUND AND GO 127.5 FT (38.9 M) TO THE
 KV6884'STATION ON THE LEFT.  THE STATION IS 127.5 FT (38.9 M) SOUTH FROM THE
 KV6884'SOUTH EDGE OF PAVING OF THE WESTBOUND LANES OF INTERSTATE HIGHWAY 78,
 KV6884'85.3 FT (26.0 M) NORTH FROM THE NORTH EDGE OF PAVING OF THE EASTBOUND
 KV6884'LANES OF INTERSTATE HIGHWAY 78, 22.0 FT (6.7 M) EAST FROM THE EAST
 KV6884'EDGE OF PAVING OF THE TURN AROUND ROAD, 18.8 FT (5.7 M) SOUTH FROM A
 KV6884'FIRE HYDRANT, 26.4 FT (8.0 M) WEST FROM A DOUBLE INLET ON THE EAST
 KV6884'SIDE OF THE TURN AROUND ROAD, 19.3 FT (5.9 M) SOUTH SOUTHWEST FROM A
 KV6884'SIGN FIRE HYDRANT ON AN 8 FT (2.4 M) HIGH STEEL POST AND 52.8 FT
 KV6884'(16.1 M) EAST FROM THE GUIDERAIL ON THE WEST SIDE OF THE TURN AROUND
 KV6884'ROAD.
 KV6884
 KV6884                          STATION RECOVERY (2000)
 KV6884
 KV6884'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (ECB)
 KV6884'RECOVERED IN GOOD CONDITION.
 KV6884
 KV6884                          STATION RECOVERY (2000)
 KV6884
 KV6884'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (ECB)
 KV6884'RECOVERED AS DESCRIBED.
 KV6884
 KV6884                          STATION RECOVERY (2000)
 KV6884
 KV6884'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (ECB)
 KV6884'RECOVERED AS DESCRIBED.
 KV6884'
 KV6884
 KV6884                          STATION RECOVERY (2001)
 KV6884
 KV6884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6884'THIS STATION WAS REPORTED DESTROYED BY RON KUZMA.
 KV6884
 KV6884                          STATION RECOVERY (2001)
 KV6884
 KV6884'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 KV6884'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS NOT
 KV6884'DESTROYED AS REPORTED EARLIER.
 KV6884
 KV6884                          STATION RECOVERY (2003)
 KV6884
 KV6884'RECOVERY NOTE BY ARORA AND ASSOCIATES 2003 (MKR)
 KV6884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6885 ***********************************************************************
 KV6885  DESIGNATION -  21 L 1
 KV6885  PID         -  KV6885
 KV6885  STATE/COUNTY-  NJ/WARREN
 KV6885  USGS QUAD   -  BLOOMSBURY (1970)
 KV6885
 KV6885                         *CURRENT SURVEY CONTROL
 KV6885  ___________________________________________________________________
 KV6885* NAD 83(1996)-  40 42 38.76975(N)    075 03 28.59497(W)     ADJUSTED  
 KV6885* NAVD 88     -       129.6    (meters)     425.     (feet)  GPS OBS   
 KV6885  ___________________________________________________________________
 KV6885  X           -   1,248,387.416 (meters)                     COMP
 KV6885  Y           -  -4,677,963.386 (meters)                     COMP
 KV6885  Z           -   4,138,191.790 (meters)                     COMP
 KV6885  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 KV6885  ELLIP HEIGHT-          95.79  (meters)          (10/23/02) GPS OBS
 KV6885  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KV6885
 KV6885  HORZ ORDER  -  FIRST
 KV6885  ELLP ORDER  -  FOURTH    CLASS I
 KV6885
 KV6885.The horizontal coordinates were established by GPS observations
 KV6885.and adjusted by the National Geodetic Survey in May 1999..
 KV6885
 KV6885.The orthometric height was determined by GPS observations and a
 KV6885.high-resolution geoid model.
 KV6885
 KV6885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6885
 KV6885.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6885
 KV6885.The ellipsoidal height was determined by GPS observations
 KV6885.and is referenced to NAD 83.
 KV6885
 KV6885.The geoid height was determined by GEOID03.
 KV6885
 KV6885;                    North         East     Units Scale Factor Converg.
 KV6885;SPC NJ       -   208,581.109   102,857.357   MT  0.99992735   -0 21 50.1
 KV6885;SPC NJ       -   684,319.86    337,457.85   sFT  0.99992735   -0 21 50.1
 KV6885;UTM  18      - 4,506,652.141   495,105.661   MT  0.99960029   -0 02 16.1
 KV6885
 KV6885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6885!SPC NJ       -   0.99998497  x   0.99992735  =   0.99991233
 KV6885!UTM  18      -   0.99998497  x   0.99960029  =   0.99958527
 KV6885
 KV6885                          SUPERSEDED SURVEY CONTROL
 KV6885
 KV6885  NAD 83(1986)-  40 42 38.76824(N)    075 03 28.59742(W) AD(       ) 1
 KV6885
 KV6885.Superseded values are not recommended for survey control.
 KV6885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6885.See file dsdata.txt to determine how the superseded data were derived.
 KV6885
 KV6885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9510606652(NAD 83)
 KV6885_MARKER: DD = SURVEY DISK
 KV6885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6885_SP_SET: CONCRETE POST
 KV6885_STAMPING: 21 L 1 1993
 KV6885_MARK LOGO: NJGS  
 KV6885_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6885+STABILITY: SURFACE MOTION
 KV6885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6885+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 KV6885
 KV6885  HISTORY     - Date     Condition        Report By
 KV6885  HISTORY     - 1993     MONUMENTED       NJGS
 KV6885  HISTORY     - 20060523 GOOD             AASCO
 KV6885
 KV6885                          STATION DESCRIPTION
 KV6885
 KV6885'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV6885'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP ON THE NORTHWEST SIDE OF
 KV6885'GOOD SPRING ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV6885'STATE ROUTE 57 AND COUNTY ROAD 519 IN LOPATCONG TOWNSHIP, GO
 KV6885'NORTHEAST ON STATE ROUTE 57 FOR 5.0 MI (8.0 KM) TO THE INTERSECTION
 KV6885'WITH COUNTY ROAD 643, ASBURY ROAD IN THE TOWN OF BROADWAY.  TURN
 KV6885'RIGHT AND GO 0.9 MI (1.4 KM) SOUTHEAST TO THE TEE INTERSECTION WITH
 KV6885'GOOD SPRING ROAD ON THE RIGHT.  TURN RIGHT AND GO 1.0 MI (1.6 KM) TO
 KV6885'THE STATION ON THE RIGHT, SET FLUSH WITH THE GROUND, JUST PAST THE
 KV6885'ENTRANCE DIRVEWAY LEADING TO A FACTORY  BELONGING TO ISE FARMS INC.
 KV6885'THE STATION IS 10.3 M (33.8 FT) NORTH NORTHWEST FROM THE CENTERLINE
 KV6885'OF GOOD SPRING ROAD, 60.2 M (197.5 FT) SOUTHWEST FROM THE ENTRANCE
 KV6885'DRIVE LEADING TO THE FACTORY BELONGING TO THE ISE FARMS INC., 25.6 M
 KV6885'(84.0 FT) SOUTH SOUTHWEST FROM POLE NUMBER FR 1097, 23.5 M (77.1 FT)
 KV6885'EAST NORTHEAST FROM POLE NUMBER FR 1098 AND 19.1 M (62.7 FT) WEST
 KV6885'NORTHWEST AND ACROSS THE ROAD FROM POLE NUMBER BT 824 FKN.
 KV6885
 KV6885                          STATION RECOVERY (2006)
 KV6885
 KV6885'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV6885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6886 ***********************************************************************
 KV6886  DESIGNATION -  21 M 1
 KV6886  PID         -  KV6886
 KV6886  STATE/COUNTY-  NJ/WARREN
 KV6886  USGS QUAD   -  BLOOMSBURY (1970)
 KV6886
 KV6886                         *CURRENT SURVEY CONTROL
 KV6886  ___________________________________________________________________
 KV6886* NAD 83(1996)-  40 43 30.27582(N)    075 04 08.05340(W)     ADJUSTED  
 KV6886* NAVD 88     -       125.3    (meters)     411.     (feet)  GPS OBS   
 KV6886  ___________________________________________________________________
 KV6886  X           -   1,247,224.626 (meters)                     COMP
 KV6886  Y           -  -4,677,197.569 (meters)                     COMP
 KV6886  Z           -   4,139,393.245 (meters)                     COMP
 KV6886  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 KV6886  ELLIP HEIGHT-          91.56  (meters)          (10/23/02) GPS OBS
 KV6886  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KV6886
 KV6886  HORZ ORDER  -  FIRST
 KV6886  ELLP ORDER  -  FOURTH    CLASS I
 KV6886
 KV6886.The horizontal coordinates were established by GPS observations
 KV6886.and adjusted by the National Geodetic Survey in May 1999..
 KV6886
 KV6886.The orthometric height was determined by GPS observations and a
 KV6886.high-resolution geoid model.
 KV6886
 KV6886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6886
 KV6886.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6886
 KV6886.The ellipsoidal height was determined by GPS observations
 KV6886.and is referenced to NAD 83.
 KV6886
 KV6886.The geoid height was determined by GEOID03.
 KV6886
 KV6886;                    North         East     Units Scale Factor Converg.
 KV6886;SPC NJ       -   210,175.699   101,941.535   MT  0.99992842   -0 22 16.2
 KV6886;SPC NJ       -   689,551.44    334,453.19   sFT  0.99992842   -0 22 16.2
 KV6886;UTM  18      - 4,508,240.971   494,181.080   MT  0.99960042   -0 02 41.8
 KV6886
 KV6886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6886!SPC NJ       -   0.99998564  x   0.99992842  =   0.99991406
 KV6886!UTM  18      -   0.99998564  x   0.99960042  =   0.99958606
 KV6886
 KV6886                          SUPERSEDED SURVEY CONTROL
 KV6886
 KV6886  ELLIP H (05/14/99)   91.57   (m)                       GP(       ) 4 1
 KV6886  NAD 83(1986)-  40 43 30.27432(N)    075 04 08.05587(W) AD(       ) 1
 KV6886
 KV6886.Superseded values are not recommended for survey control.
 KV6886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6886.See file dsdata.txt to determine how the superseded data were derived.
 KV6886
 KV6886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9418108241(NAD 83)
 KV6886_MARKER: DD = SURVEY DISK
 KV6886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6886_SP_SET: CONCRETE POST
 KV6886_STAMPING: 21 M 1 1993
 KV6886_MARK LOGO: NJGS  
 KV6886_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6886+STABILITY: SURFACE MOTION
 KV6886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6886+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 KV6886
 KV6886  HISTORY     - Date     Condition        Report By
 KV6886  HISTORY     - 1993     MONUMENTED       NJGS
 KV6886  HISTORY     - 20020801 GOOD             LOCENG
 KV6886  HISTORY     - 20030816 GOOD             AAAS
 KV6886  HISTORY     - 20030910 GOOD             AAAS
 KV6886
 KV6886                          STATION DESCRIPTION
 KV6886
 KV6886'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV6886'THE STATION IS LOCATED IN FRAKLIN TOWNSHIP ON THE NORTHWEST SIDE OF
 KV6886'STATE ROUTE 57.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 KV6886'ROUTE 57 AND COUNTY ROAD 519 IN LOPATCONG TOWNSHIP, GO NORTHEAST ON
 KV6886'STATE ROUTE 57 FOR 4.1 MI (6.6 KM) TO THE STATION ON THE LEFT, SET
 KV6886'FLUSH WITH THE GROUND, OPPOSITE THE ENTRANCE DRIVEWAY LEADING
 KV6886'SOUTHEAST TO A FARM.  THE STATION IS 10.0 M (32.8 FT) NORTHWEST FROM
 KV6886'THE CENTERLINE OF STATE ROUTE 57, 22.6 M (74.1 FT) WEST SOUTHWEST
 KV6886'FROM POLE NUMBER FR 213 5, 10.4 M (34.1 FT) EAST NORTHEAST FROM A
 KV6886'MAIL BOX POST AND 64.7 M (212.3 FT) SOUTHEAST FROM THE SOUTHEAST
 KV6886'CORNER OF A GARAGE WORKSHOP.
 KV6886
 KV6886                          STATION RECOVERY (2002)
 KV6886
 KV6886'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2002 (AB)
 KV6886'RECOVERED IN GOOD CONDITION.
 KV6886
 KV6886                          STATION RECOVERY (2003)
 KV6886
 KV6886'RECOVERY NOTE BY ARORA AND ASSOCIATES 2003 (MKR)
 KV6886'SILVER CILO ON NORTH SIDE OF ROUTE 57 NEAR DRIVEWAY TO A FARM AND BY A
 KV6886'BLACK MAIL BOX POLE NO. IS RIGHT
 KV6886
 KV6886                          STATION RECOVERY (2003)
 KV6886
 KV6886'RECOVERY NOTE BY ARORA AND ASSOCIATES 2003 (MR)
 KV6886'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7121 ***********************************************************************
 KV7121  DESIGNATION -  21 N 1
 KV7121  PID         -  KV7121
 KV7121  STATE/COUNTY-  NJ/WARREN
 KV7121  USGS QUAD   -  BLAIRSTOWN (1971)
 KV7121
 KV7121                         *CURRENT SURVEY CONTROL
 KV7121  ___________________________________________________________________
 KV7121* NAD 83(1996)-  40 55 26.68256(N)    074 57 06.85863(W)     ADJUSTED  
 KV7121* NAVD 88     -       171.5    (meters)     563.     (feet)  GPS OBS   
 KV7121  ___________________________________________________________________
 KV7121  X           -   1,253,031.076 (meters)                     COMP
 KV7121  Y           -  -4,660,723.028 (meters)                     COMP
 KV7121  Z           -   4,156,146.937 (meters)                     COMP
 KV7121  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 KV7121  ELLIP HEIGHT-         138.31  (meters)          (10/23/02) GPS OBS
 KV7121  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KV7121
 KV7121  HORZ ORDER  -  FIRST
 KV7121  ELLP ORDER  -  FOURTH    CLASS I
 KV7121
 KV7121.The horizontal coordinates were established by GPS observations
 KV7121.and adjusted by the National Geodetic Survey in May 1999..
 KV7121
 KV7121.The orthometric height was determined by GPS observations and a
 KV7121.high-resolution geoid model.
 KV7121
 KV7121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7121
 KV7121.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7121
 KV7121.The ellipsoidal height was determined by GPS observations
 KV7121.and is referenced to NAD 83.
 KV7121
 KV7121.The geoid height was determined by GEOID03.
 KV7121
 KV7121;                    North         East     Units Scale Factor Converg.
 KV7121;SPC NJ       -   232,215.407   111,939.030   MT  0.99991782   -0 17 45.7
 KV7121;SPC NJ       -   761,860.05    367,253.30   sFT  0.99991782   -0 17 45.7
 KV7121;UTM  18      - 4,530,330.223   504,049.486   MT  0.99960020   +0 01 53.4
 KV7121
 KV7121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7121!SPC NJ       -   0.99997830  x   0.99991782  =   0.99989613
 KV7121!UTM  18      -   0.99997830  x   0.99960020  =   0.99957851
 KV7121
 KV7121:                Primary Azimuth Mark                     Grid Az
 KV7121:SPC NJ       -  21 P 1                                   081 51 21.0
 KV7121:UTM  18      -  21 P 1                                   081 31 41.9
 KV7121
 KV7121|---------------------------------------------------------------------|
 KV7121| PID    Reference Object                     Distance      Geod. Az  |
 KV7121|                                                           dddmmss.s |
 KV7121| KV7122 21 P 1                              456.444 METERS 0813335.3 |
 KV7121|---------------------------------------------------------------------|
 KV7121
 KV7121                          SUPERSEDED SURVEY CONTROL
 KV7121
 KV7121  ELLIP H (05/14/99)  138.30   (m)                       GP(       ) 4 1
 KV7121  NAD 83(1986)-  40 55 26.68183(N)    074 57 06.85954(W) AD(       ) 1
 KV7121
 KV7121.Superseded values are not recommended for survey control.
 KV7121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7121.See file dsdata.txt to determine how the superseded data were derived.
 KV7121
 KV7121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0404930330(NAD 83)
 KV7121_MARKER: DD = SURVEY DISK
 KV7121_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV7121_SP_SET: BRIDGE SIDEWALK
 KV7121_STAMPING: 21 N 1 1993
 KV7121_MARK LOGO: NJGS  
 KV7121_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV7121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7121+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2001
 KV7121
 KV7121  HISTORY     - Date     Condition        Report By
 KV7121  HISTORY     - 1993     MONUMENTED       NJGS
 KV7121  HISTORY     - 20010410 GOOD             NJGS
 KV7121
 KV7121                          STATION DESCRIPTION
 KV7121
 KV7121'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7121'THE STATION IS LOCATED IN HOPE TOWNSHIP ON THE EAST SIDE OF RIDGEWAY
 KV7121'AVENUE AT THE JUNCTION OF INTERSTATE HIGHWAY 80.  TO REACH THE
 KV7121'STATION FROM THE CROSSROADS INTERSECTION OF COUNTY ROADS 519, 521 AND
 KV7121'609 IN THE TOWN OF HOPE, GO EAST NORTHEAST ON COUNTY ROAD 519 FOR 1.3
 KV7121'MI (2.1 KM) TO THE TEE INTERSECTION WITH RIDGEWAY AVENUE ON THE LEFT.
 KV7121'TURN LEFT AND GO NORTHWEST UPHILL ON RIDGEWAY AVENUE FOR 0.25 MI
 KV7121'(0.40 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN
 KV7121'THE CENTER OF THE EAST SIDEWALK OF THE BRIDGE CARRYING RIDGEWAY
 KV7121'AVENUE OVER THE EASTBOUND LANES OF INTERSTATE HIGHWAY 80.  THE
 KV7121'STATION IS 5.45 M (17.88 FT) EAST FROM THE CENTERLINE OF RIDGEWAY
 KV7121'AVENUE, 1.0 M (3.3 FT) EAST FROM THE EAST CURBLINE OF RIDGEWAY AVENUE
 KV7121'AND 25.1 M (82.3 FT) NORTH FROM THE SOUTH END OF THE BRIDGE.
 KV7121
 KV7121                          STATION RECOVERY (2001)
 KV7121
 KV7121'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV7121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7122 ***********************************************************************
 KV7122  DESIGNATION -  21 P 1
 KV7122  PID         -  KV7122
 KV7122  STATE/COUNTY-  NJ/WARREN
 KV7122  USGS QUAD   -  BLAIRSTOWN (1971)
 KV7122
 KV7122                         *CURRENT SURVEY CONTROL
 KV7122  ___________________________________________________________________
 KV7122* NAD 83(1996)-  40 55 28.85391(N)    074 56 47.56164(W)     ADJUSTED  
 KV7122* NAVD 88     -       160.1    (meters)     525.     (feet)  GPS OBS   
 KV7122  ___________________________________________________________________
 KV7122  X           -   1,253,453.469 (meters)                     COMP
 KV7122  Y           -  -4,660,555.091 (meters)                     COMP
 KV7122  Z           -   4,156,190.080 (meters)                     COMP
 KV7122  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 KV7122  ELLIP HEIGHT-         126.91  (meters)          (10/23/02) GPS OBS
 KV7122  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KV7122
 KV7122  HORZ ORDER  -  FIRST
 KV7122  ELLP ORDER  -  FOURTH    CLASS I
 KV7122
 KV7122.The horizontal coordinates were established by GPS observations
 KV7122.and adjusted by the National Geodetic Survey in May 1999..
 KV7122
 KV7122.The orthometric height was determined by GPS observations and a
 KV7122.high-resolution geoid model.
 KV7122
 KV7122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7122
 KV7122.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7122
 KV7122.The ellipsoidal height was determined by GPS observations
 KV7122.and is referenced to NAD 83.
 KV7122
 KV7122.The geoid height was determined by GEOID03.
 KV7122
 KV7122;                    North         East     Units Scale Factor Converg.
 KV7122;SPC NJ       -   232,280.063   112,390.833   MT  0.99991740   -0 17 33.1
 KV7122;SPC NJ       -   762,072.17    368,735.59   sFT  0.99991740   -0 17 33.1
 KV7122;UTM  18      - 4,530,397.440   504,500.770   MT  0.99960025   +0 02 06.1
 KV7122
 KV7122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7122!SPC NJ       -   0.99998009  x   0.99991740  =   0.99989749
 KV7122!UTM  18      -   0.99998009  x   0.99960025  =   0.99958035
 KV7122
 KV7122:                Primary Azimuth Mark                     Grid Az
 KV7122:SPC NJ       -  21 N 1                                   261 51 21.1
 KV7122:UTM  18      -  21 N 1                                   261 31 41.9
 KV7122
 KV7122|---------------------------------------------------------------------|
 KV7122| PID    Reference Object                     Distance      Geod. Az  |
 KV7122|                                                           dddmmss.s |
 KV7122| KV7121 21 N 1                              456.444 METERS 2613348.0 |
 KV7122|---------------------------------------------------------------------|
 KV7122
 KV7122                          SUPERSEDED SURVEY CONTROL
 KV7122
 KV7122  ELLIP H (05/14/99)  126.90   (m)                       GP(       ) 4 1
 KV7122  NAD 83(1986)-  40 55 28.85317(N)    074 56 47.56260(W) AD(       ) 1
 KV7122
 KV7122.Superseded values are not recommended for survey control.
 KV7122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7122.See file dsdata.txt to determine how the superseded data were derived.
 KV7122
 KV7122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0450130397(NAD 83)
 KV7122_MARKER: DD = SURVEY DISK
 KV7122_SETTING: 66 = SET IN ROCK OUTCROP
 KV7122_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KV7122_STAMPING: 21 P 1 1993
 KV7122_MARK LOGO: NJGS  
 KV7122_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7122_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV7122+STABILITY: POSITION/ELEVATION WELL
 KV7122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7122+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2001
 KV7122
 KV7122  HISTORY     - Date     Condition        Report By
 KV7122  HISTORY     - 1993     MONUMENTED       NJGS
 KV7122  HISTORY     - 20010410 GOOD             NJGS
 KV7122
 KV7122                          STATION DESCRIPTION
 KV7122
 KV7122'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7122'THE STATION IS LOCATED IN HOPE TOWNSHIP ON THE SOUTH SIDE OF THE
 KV7122'EASTBOUND LANES OF INTERSTATE HIGHWAY 80.  TO REACH THE STATION FROM
 KV7122'THE SOUTH END OF THE ENTRANCE RAMP LEADING TO THE EASTBOUND LANES OF
 KV7122'INTERSTATE HIGHWAY 80 FROM THE NORTHBOUND LANES OF COUNTY ROAD 521 AT
 KV7122'INTERCHANGE 12, GO EAST ON THE RAMP AND THEN ON INTERSTATE HIGHWAY 80
 KV7122'FOR 0.75 MI (1.21 KM) TO THE STATION ON THE RIGHT , SET FLUSH IN A
 KV7122'DRILL HOLE IN A ROCK OUTCROP.  THE STATION IS 5.90 M (19.36 FT) SOUTH
 KV7122'FROM THE SOUTH CURBLINE OF THE EASTBOUND LANES OF INTERSTATE HIGHWAY
 KV7122'80, 23.0 M (75.5 FT) SOUTHEAST FROM AN INLET, 23.2 M (76.1 FT)
 KV7122'SOUTHEAST FROM A  BRIDGE FREEZES BEFORE ROADWAY SURFACE  YELLOW
 KV7122'WARNING SIGN AND 9.6 M (31.5 FT) SOUTH FROM THE SOUTHEAST EDGE OF THE
 KV7122'EASTBOUND LANES OF INTERSTATE HIGHWAY 80.
 KV7122
 KV7122                          STATION RECOVERY (2001)
 KV7122
 KV7122'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV7122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7123 ***********************************************************************
 KV7123  DESIGNATION -  21 Q 1
 KV7123  PID         -  KV7123
 KV7123  STATE/COUNTY-  NJ/WARREN
 KV7123  USGS QUAD   -  TRANQUILITY (1971)
 KV7123
 KV7123                         *CURRENT SURVEY CONTROL
 KV7123  ___________________________________________________________________
 KV7123* NAD 83(1996)-  40 55 21.76860(N)    074 52 05.49226(W)     ADJUSTED  
 KV7123* NAVD 88     -       164.4    (meters)     539.     (feet)  GPS OBS   
 KV7123  ___________________________________________________________________
 KV7123  X           -   1,259,863.897 (meters)                     COMP
 KV7123  Y           -  -4,658,978.043 (meters)                     COMP
 KV7123  Z           -   4,156,027.814 (meters)                     COMP
 KV7123  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 KV7123  ELLIP HEIGHT-         131.31  (meters)          (10/23/02) GPS OBS
 KV7123  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KV7123
 KV7123  HORZ ORDER  -  FIRST
 KV7123  ELLP ORDER  -  FOURTH    CLASS I
 KV7123
 KV7123.The horizontal coordinates were established by GPS observations
 KV7123.and adjusted by the National Geodetic Survey in May 1999..
 KV7123
 KV7123.The orthometric height was determined by GPS observations and a
 KV7123.high-resolution geoid model.
 KV7123
 KV7123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7123
 KV7123.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7123
 KV7123.The ellipsoidal height was determined by GPS observations
 KV7123.and is referenced to NAD 83.
 KV7123
 KV7123.The geoid height was determined by GEOID03.
 KV7123
 KV7123;                    North         East     Units Scale Factor Converg.
 KV7123;SPC NJ       -   232,030.782   118,988.987   MT  0.99991183   -0 14 28.3
 KV7123;SPC NJ       -   761,254.32    390,383.03   sFT  0.99991183   -0 14 28.3
 KV7123;UTM  18      - 4,530,185.947   511,098.170   MT  0.99960152   +0 05 10.8
 KV7123
 KV7123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7123!SPC NJ       -   0.99997940  x   0.99991183  =   0.99989123
 KV7123!UTM  18      -   0.99997940  x   0.99960152  =   0.99958093
 KV7123
 KV7123                          SUPERSEDED SURVEY CONTROL
 KV7123
 KV7123  NAD 83(1986)-  40 55 21.76784(N)    074 52 05.49324(W) AD(       ) 1
 KV7123
 KV7123.Superseded values are not recommended for survey control.
 KV7123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7123.See file dsdata.txt to determine how the superseded data were derived.
 KV7123
 KV7123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1109830186(NAD 83)
 KV7123_MARKER: DD = SURVEY DISK
 KV7123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7123_SP_SET: CONCRETE POST
 KV7123_STAMPING: 21 Q 1 1993
 KV7123_MARK LOGO: NJGS  
 KV7123_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7123+STABILITY: SURFACE MOTION
 KV7123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7123+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2001
 KV7123
 KV7123  HISTORY     - Date     Condition        Report By
 KV7123  HISTORY     - 1993     MONUMENTED       NJGS
 KV7123  HISTORY     - 20010410 GOOD             NJGS
 KV7123
 KV7123                          STATION DESCRIPTION
 KV7123
 KV7123'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7123'THE STATION IS LOCATED IN ALLAMUCHY TOWNSHIP IN THE CENTER MEDIAN OF
 KV7123'INTERSTATE HIGHWAY 80.  TO REACH THE STATION FROM THE SOUTH END OF
 KV7123'THE ENTRANCE RAMP LEADING TO THE EASTBOUND LANES OF INTERSTATE
 KV7123'HIGHWAY 80 FROM THE NORTHBOUND LANES OF COUNTY ROAD 521 AT
 KV7123'INTERCHANGE 12, GO EAST ON INTERSTATE HIGHWAY 80 FOR 5.15 MI
 KV7123'(8.29 KM) TO THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND.  THE
 KV7123'STATION IS 7.8 M (25.6 FT) NORTH FROM THE NORTH EDGE OF PAVING OF THE
 KV7123'EASTBOUND LANES OF INTERSTATE HIGHWAY 80, 7.4 M (24.3 FT) SOUTH FROM
 KV7123'THE SOUTH EDGE OF PAVING OF THE WESTBOUND LANES OF INTERSTATE HIGHWAY
 KV7123'80, 25.3 M (83.0 FT) NORTH FROM AND NORMAL TO MILEPOST MARKER 17 ON
 KV7123'THE SOUTH SIDE OF THE EASTBOUND LANES OF INTERSTATE HIGHWAY 80, 65.3
 KV7123'M (214.2 FT) EAST FROM AN INLET IN THE MEDIAN AND 3.5 M (11.5 FT)
 KV7123'EAST FROM A STEEL WITNESS POST.
 KV7123
 KV7123                          STATION RECOVERY (2001)
 KV7123
 KV7123'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV7123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7124 ***********************************************************************
 KV7124  DESIGNATION -  21 R 1
 KV7124  PID         -  KV7124
 KV7124  STATE/COUNTY-  NJ/WARREN
 KV7124  USGS QUAD   -  TRANQUILITY (1971)
 KV7124
 KV7124                         *CURRENT SURVEY CONTROL
 KV7124  ___________________________________________________________________
 KV7124* NAD 83(1996)-  40 55 19.49644(N)    074 51 34.69607(W)     ADJUSTED  
 KV7124* NAVD 88     -       164.6    (meters)     540.     (feet)  GPS OBS   
 KV7124  ___________________________________________________________________
 KV7124  X           -   1,260,571.527 (meters)                     COMP
 KV7124  Y           -  -4,658,834.383 (meters)                     COMP
 KV7124  Z           -   4,155,975.009 (meters)                     COMP
 KV7124  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 KV7124  ELLIP HEIGHT-         131.55  (meters)          (10/23/02) GPS OBS
 KV7124  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV7124
 KV7124  HORZ ORDER  -  FIRST
 KV7124  ELLP ORDER  -  FOURTH    CLASS I
 KV7124
 KV7124.The horizontal coordinates were established by GPS observations
 KV7124.and adjusted by the National Geodetic Survey in May 1999..
 KV7124
 KV7124.The orthometric height was determined by GPS observations and a
 KV7124.high-resolution geoid model.
 KV7124
 KV7124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7124
 KV7124.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7124
 KV7124.The ellipsoidal height was determined by GPS observations
 KV7124.and is referenced to NAD 83.
 KV7124
 KV7124.The geoid height was determined by GEOID03.
 KV7124
 KV7124;                    North         East     Units Scale Factor Converg.
 KV7124;SPC NJ       -   231,957.700   119,709.203   MT  0.99991129   -0 14 08.1
 KV7124;SPC NJ       -   761,014.55    392,745.94   sFT  0.99991129   -0 14 08.1
 KV7124;UTM  18      - 4,530,117.004   511,818.569   MT  0.99960172   +0 05 31.0
 KV7124
 KV7124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7124!SPC NJ       -   0.99997937  x   0.99991129  =   0.99989066
 KV7124!UTM  18      -   0.99997937  x   0.99960172  =   0.99958109
 KV7124
 KV7124                          SUPERSEDED SURVEY CONTROL
 KV7124
 KV7124  ELLIP H (05/14/99)  131.54   (m)                       GP(       ) 4 1
 KV7124  NAD 83(1986)-  40 55 19.49565(N)    074 51 34.69709(W) AD(       ) 1
 KV7124
 KV7124.Superseded values are not recommended for survey control.
 KV7124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7124.See file dsdata.txt to determine how the superseded data were derived.
 KV7124
 KV7124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1181930117(NAD 83)
 KV7124_MARKER: DD = SURVEY DISK
 KV7124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7124_SP_SET: CONCRETE POST
 KV7124_STAMPING: 21 R 1 1993
 KV7124_MARK LOGO: NJGS  
 KV7124_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7124+STABILITY: SURFACE MOTION
 KV7124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7124+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2001
 KV7124
 KV7124  HISTORY     - Date     Condition        Report By
 KV7124  HISTORY     - 1993     MONUMENTED       NJGS
 KV7124  HISTORY     - 20010410 GOOD             NJGS
 KV7124
 KV7124                          STATION DESCRIPTION
 KV7124
 KV7124'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7124'THE STATION IS LOCATED IN ALLAMUCHY TOWNSHIP IN THE CENTER MEDIAN OF
 KV7124'INTERSTATE HIGHWAY 80.  TO REACH THE STATION FROM THE SOUTH END OF
 KV7124'THE ENTRANCE RAMP LEADING TO THE EASTBOUND LANES OF INTERSTATE
 KV7124'HIGHWAY 80 FROM THE NORTHBOUND LANES OF COUNTY ROAD 521 AT
 KV7124'INTERCHANGE 12, GO EAST ON THE ENTRANCE RAMP AND THEN ON INTERSTATE
 KV7124'HIGHWAY 80 FOR 5.6 MI (9.0 KM) TO THE STATION ON THE LEFT, SET FLUSH
 KV7124'WITH THE GROUND IN THE CENTER OF THE MEDIAN.  THE STATION IS 7.8 M
 KV7124'(25.6 FT) NORTH FROM THE NORTH EDGE OF PAVING OF THE EASTBOUND LANES
 KV7124'OF INTERSTATE HIGHWAY 80, 7.0 M (23.0 FT) SOUTH FROM THE SOUTH EDGE
 KV7124'OF PAVING OF THE WESTBOUND LANES OF INTERSTATE HIGHWAY 80, 33.0 M
 KV7124'(108.3 FT) WEST FROM THE CENTERLINE OF A TEMPORARY TURN AROUND IN THE
 KV7124'MEDIAN, 38.1 M (125.0 FT) EAST NORTHEAST FROM AN INLET ON THE SOUTH
 KV7124'SIDE OF THE EASTBOUND LANES OF INTERSTATE HIGHWAY 80 AND 0.5 M
 KV7124'(1.6 FT) WEST FROM A STEEL WITNESS POST.
 KV7124
 KV7124                          STATION RECOVERY (2001)
 KV7124
 KV7124'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV7124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7125 ***********************************************************************
 KV7125  DESIGNATION -  21 S 1
 KV7125  PID         -  KV7125
 KV7125  STATE/COUNTY-  NJ/WARREN
 KV7125  USGS QUAD   -  TRANQUILITY (1971)
 KV7125
 KV7125                         *CURRENT SURVEY CONTROL
 KV7125  ___________________________________________________________________
 KV7125* NAD 83(1996)-  40 55 02.46274(N)    074 48 44.05021(W)     ADJUSTED  
 KV7125* NAVD 88     -       236.3    (meters)     775.     (feet)  GPS OBS   
 KV7125  ___________________________________________________________________
 KV7125  X           -   1,264,529.794 (meters)                     COMP
 KV7125  Y           -  -4,658,174.397 (meters)                     COMP
 KV7125  Z           -   4,155,624.960 (meters)                     COMP
 KV7125  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 KV7125  ELLIP HEIGHT-         203.32  (meters)          (10/23/02) GPS OBS
 KV7125  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KV7125
 KV7125  HORZ ORDER  -  FIRST
 KV7125  ELLP ORDER  -  FOURTH    CLASS I
 KV7125
 KV7125.The horizontal coordinates were established by GPS observations
 KV7125.and adjusted by the National Geodetic Survey in May 1999..
 KV7125
 KV7125.The orthometric height was determined by GPS observations and a
 KV7125.high-resolution geoid model.
 KV7125
 KV7125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7125
 KV7125.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7125
 KV7125.The ellipsoidal height was determined by GPS observations
 KV7125.and is referenced to NAD 83.
 KV7125
 KV7125.The geoid height was determined by GEOID03.
 KV7125
 KV7125;                    North         East     Units Scale Factor Converg.
 KV7125;SPC NJ       -   231,416.964   123,699.776   MT  0.99990851   -0 12 16.2
 KV7125;SPC NJ       -   759,240.49    405,838.35   sFT  0.99990851   -0 12 16.2
 KV7125;UTM  18      - 4,529,599.247   515,810.939   MT  0.99960308   +0 07 22.7
 KV7125
 KV7125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7125!SPC NJ       -   0.99996811  x   0.99990851  =   0.99987662
 KV7125!UTM  18      -   0.99996811  x   0.99960308  =   0.99957120
 KV7125
 KV7125                          SUPERSEDED SURVEY CONTROL
 KV7125
 KV7125  ELLIP H (05/14/99)  203.31   (m)                       GP(       ) 4 1
 KV7125  NAD 83(1986)-  40 55 02.46194(N)    074 48 44.05124(W) AD(       ) 1
 KV7125
 KV7125.Superseded values are not recommended for survey control.
 KV7125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7125.See file dsdata.txt to determine how the superseded data were derived.
 KV7125
 KV7125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1581129599(NAD 83)
 KV7125_MARKER: DD = SURVEY DISK
 KV7125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7125_SP_SET: CONCRETE POST
 KV7125_STAMPING: 21 S 1 1993
 KV7125_MARK LOGO: NJGS  
 KV7125_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7125+STABILITY: SURFACE MOTION
 KV7125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7125+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 KV7125
 KV7125  HISTORY     - Date     Condition        Report By
 KV7125  HISTORY     - 1993     MONUMENTED       NJGS
 KV7125  HISTORY     - 20010410 GOOD             NJGS
 KV7125  HISTORY     - 20060925 GOOD             AASCO
 KV7125
 KV7125                          STATION DESCRIPTION
 KV7125
 KV7125'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7125'THE STATION IS LOCATED IN ALLAMUCHY TOWNSHIP ON THE NORTH SIDE OF THE
 KV7125'WESTBOUND LANES OF INTERSTATE HIGHWAY 80, WITHIN THE LANDSCAPED AREA
 KV7125'OF THE RAMP LEADING TO THE WESTBOUND LANES OF INTERSTATE HIGHWAY 80
 KV7125'FROM THE NORTHBOUND LANES OF COUNTY ROAD 517 AT INTERCHANGE 19.  TO
 KV7125'REACH THE STATION FROM THE INTERSECTION OF THE EASTBOUND LANES OF
 KV7125'INTERSTATE HIGHWAY 80 AND THE EXIT RAMP LEADING TO THE NORTHBOUND
 KV7125'LANES OF COUNTY ROAD 517, FOLLOW THE RAMP AROUND TO THE RIGHT, AND GO
 KV7125'NORTH ON COUNTY ROAD 517, CROSSING OVER INTERSTATE HIGHWAY 80 TO THE
 KV7125'ENTRANCE RAMP LEADING TO THE WESTBOUND LANES OF INTERSTATE HIGHWAY
 KV7125'80. IMMEDIATELY AFTER PASSING A STAND OF TREES, TURN SHARP RIGHT AND
 KV7125'GO SOUTHWEST ON THE LANDSCAPED AREA, PASSING WEST OF A LIGHT POLE
 KV7125'WITH ANTENNA, TO THE SUMMIT AND THE STATION AHEAD.  THE STATION IS
 KV7125'29.4 M (96.5 FT) SOUTHWEST FROM A LIGHT POLE WITH ANTENNA AT THE
 KV7125'NORTHEAST SIDE OF THE LANDSCAPED AREA, 35.4 M (116.1 FT) WEST
 KV7125'SOUTHWEST FROM A STATE HIGHWAY DEPARTMENT MANHOLE SET FLUSH WITH THE
 KV7125'GROUND IN THE NORTH SLOPE OF THE LANDSCAPED AREA, 11.6 M (38.1 FT)
 KV7125'NORTH NORTHEAST FROM THE SOUTH FACE OF A CLIFF OF THE LANDSCAPED AREA,
 KV7125'27.2 M (89.2 FT) EAST FROM MILEPOST MARKER 20, ON THE NORTH SIDE OF
 KV7125'THE WESTBOUND LANES OF INTERSTATE HIGHWAY 80 AND 0.5 M (1.6 FT) NORTH
 KV7125'FROM A STEEL WITNESS POST.  THE STATION IS ALSO IN THE NORTHEAST
 KV7125'RANGE WITH THE WEST END OF CONCRETE CURB NOSING OF THE RAMP LEADING
 KV7125'TO THE WESTBOUND LANES OF INTERSTATE HIGHWAY 80 FROM THE NORTHBOUND
 KV7125'LANES OF COUNTY ROAD 517.
 KV7125
 KV7125                          STATION RECOVERY (2001)
 KV7125
 KV7125'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV7125'RECOVERED IN GOOD CONDITION.
 KV7125
 KV7125                          STATION RECOVERY (2006)
 KV7125
 KV7125'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV7125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7126 ***********************************************************************
 KV7126  DESIGNATION -  21 T 1
 KV7126  PID         -  KV7126
 KV7126  STATE/COUNTY-  NJ/WARREN
 KV7126  USGS QUAD   -  TRANQUILITY (1971)
 KV7126
 KV7126                         *CURRENT SURVEY CONTROL
 KV7126  ___________________________________________________________________
 KV7126* NAD 83(1996)-  40 55 12.26470(N)    074 48 09.97408(W)     ADJUSTED  
 KV7126* NAVD 88     -       309.1    (meters)    1014.     (feet)  GPS OBS   
 KV7126  ___________________________________________________________________
 KV7126  X           -   1,265,261.830 (meters)                     COMP
 KV7126  Y           -  -4,657,827.361 (meters)                     COMP
 KV7126  Z           -   4,155,901.115 (meters)                     COMP
 KV7126  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 KV7126  ELLIP HEIGHT-         276.09  (meters)          (10/23/02) GPS OBS
 KV7126  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KV7126
 KV7126  HORZ ORDER  -  FIRST
 KV7126  ELLP ORDER  -  FOURTH    CLASS I
 KV7126
 KV7126.The horizontal coordinates were established by GPS observations
 KV7126.and adjusted by the National Geodetic Survey in May 1999..
 KV7126
 KV7126.The orthometric height was determined by GPS observations and a
 KV7126.high-resolution geoid model.
 KV7126
 KV7126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7126
 KV7126.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7126
 KV7126.The ellipsoidal height was determined by GPS observations
 KV7126.and is referenced to NAD 83.
 KV7126
 KV7126.The geoid height was determined by GEOID03.
 KV7126
 KV7126;                    North         East     Units Scale Factor Converg.
 KV7126;SPC NJ       -   231,716.501   124,498.127   MT  0.99990800   -0 11 53.9
 KV7126;SPC NJ       -   760,223.22    408,457.60   sFT  0.99990800   -0 11 53.9
 KV7126;UTM  18      - 4,529,903.249   516,607.322   MT  0.99960339   +0 07 45.1
 KV7126
 KV7126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7126!SPC NJ       -   0.99995669  x   0.99990800  =   0.99986470
 KV7126!UTM  18      -   0.99995669  x   0.99960339  =   0.99956010
 KV7126
 KV7126                          SUPERSEDED SURVEY CONTROL
 KV7126
 KV7126  ELLIP H (05/14/99)  276.08   (m)                       GP(       ) 4 1
 KV7126  NAD 83(1986)-  40 55 12.26390(N)    074 48 09.97514(W) AD(       ) 1
 KV7126
 KV7126.Superseded values are not recommended for survey control.
 KV7126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7126.See file dsdata.txt to determine how the superseded data were derived.
 KV7126
 KV7126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1660729903(NAD 83)
 KV7126_MARKER: DD = SURVEY DISK
 KV7126_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV7126_SP_SET: SIDEWALK
 KV7126_STAMPING: 21 T 1 1993
 KV7126_MARK LOGO: NJGS  
 KV7126_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV7126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7126+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003
 KV7126
 KV7126  HISTORY     - Date     Condition        Report By
 KV7126  HISTORY     - 1993     MONUMENTED       NJGS
 KV7126  HISTORY     - 20010410 GOOD             NJGS
 KV7126  HISTORY     - 20030403 GOOD             JCLS
 KV7126
 KV7126                          STATION DESCRIPTION
 KV7126
 KV7126'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7126'THE STATION IS LOCATED IN ALLAMUCHY TOWNSHIP ON THE SOUTH SIDE OF THE
 KV7126'EASTBOUND LANES OF INTERSTATE HIGHWAY 80 AND ON THE GROUNDS OF THE
 KV7126'SCENIC OVERLOOK REST AREA.  TO REACH THE STATION FROM THE
 KV7126'INTERSECTION OF INTERSTATE HIGHWAY 80 AND COUNTY ROAD 517 AT
 KV7126'INTERCHANGE 19, GO EAST ON INTERSTATE HIGHWAY 80 FOR 0.5 MI (0.8 KM)
 KV7126'TO THE ENTRANCE ROAD LEADING TO THE SCENIC OVERLOOK REST AREA ON THE
 KV7126'RIGHT.  BEAR TO THE RIGHT AND FOLLOW THE PAVED ENTRANCE ROAD FOR 0.3
 KV7126'MI (0.5 KM) TO THE PARKING LOT AT THE LOWER LEVEL OF THE REST AREA
 KV7126'AND THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN THE CENTER
 KV7126'OF THE SIDEWALK, JUST SOUTH OF A 3 FT (0.9 M) HIGH STONE WALL.  THE
 KV7126'STATION IS 1.0 M (3.3 FT) SOUTHEAST FROM THE SOUTH FACE OF A 3 FT
 KV7126'(0.9 M) STONE WALL, 27.0 M (88.6 FT) WEST SOUTHWEST FROM AN INLET AT
 KV7126'THE NORTHEAST CORNER OF THE PARKING LOT, 1.0 M (3.3 FT) NORTHEAST
 KV7126'FROM THE NORTH CURB OF THE PARKING LOT AND 40.0 M (131.2 FT) WEST
 KV7126'SOUTHWEST FROM A  DO NOT ENTER  WARNING SIGN AT THE NORTHEAST
 KV7126'ENTRANCE TO THE PARKING LOT.
 KV7126
 KV7126                          STATION RECOVERY (2001)
 KV7126
 KV7126'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV7126'RECOVERED IN GOOD CONDITION.
 KV7126
 KV7126                          STATION RECOVERY (2003)
 KV7126
 KV7126'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 KV7126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7127 ***********************************************************************
 KV7127  CBN         -  This is a Cooperative Base Network Control Station.
 KV7127  DESIGNATION -  21 U 1
 KV7127  PID         -  KV7127
 KV7127  STATE/COUNTY-  NJ/WARREN
 KV7127  USGS QUAD   -  HACKETTSTOWN (1976)
 KV7127
 KV7127                         *CURRENT SURVEY CONTROL
 KV7127  ___________________________________________________________________
 KV7127* NAD 83(1996)-  40 49 23.29018(N)    074 51 07.42410(W)     ADJUSTED  
 KV7127* NAVD 88     -       194.890  (meters)     639.40   (feet)  ADJUSTED  
 KV7127  ___________________________________________________________________
 KV7127  X           -   1,263,072.436 (meters)                     COMP
 KV7127  Y           -  -4,665,630.392 (meters)                     COMP
 KV7127  Z           -   4,147,685.697 (meters)                     COMP
 KV7127  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 KV7127  ELLIP HEIGHT-         161.69  (meters)          (09/24/01) GPS OBS
 KV7127  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KV7127  DYNAMIC HT  -         194.801 (meters)     639.11  (feet)  COMP
 KV7127  MODELED GRAV-     980,164.2   (mgal)                       NAVD 88
 KV7127
 KV7127  HORZ ORDER  -  B
 KV7127  VERT ORDER  -  SECOND    CLASS I
 KV7127  ELLP ORDER  -  FOURTH    CLASS I
 KV7127
 KV7127.The horizontal coordinates were established by GPS observations
 KV7127.and adjusted by the National Geodetic Survey in August 1998..
 KV7127
 KV7127.The orthometric height was determined by differential leveling
 KV7127.and adjusted by the National Geodetic Survey in September 1996..
 KV7127
 KV7127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7127
 KV7127.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7127
 KV7127.The ellipsoidal height was determined by GPS observations
 KV7127.and is referenced to NAD 83.
 KV7127
 KV7127.The geoid height was determined by GEOID03.
 KV7127
 KV7127.The dynamic height is computed by dividing the NAVD 88
 KV7127.geopotential number by the normal gravity value computed on the
 KV7127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV7127.degrees latitude (g = 980.6199 gals.).
 KV7127
 KV7127.The modeled gravity was interpolated from observed gravity values.
 KV7127
 KV7127;                    North         East     Units Scale Factor Converg.
 KV7127;SPC NJ       -   220,968.056   120,303.082   MT  0.99991085   -0 13 48.6
 KV7127;SPC NJ       -   724,959.36    394,694.36   sFT  0.99991085   -0 13 48.6
 KV7127;UTM  18      - 4,519,134.328   512,474.992   MT  0.99960192   +0 05 48.2
 KV7127
 KV7127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7127!SPC NJ       -   0.99997464  x   0.99991085  =   0.99988549
 KV7127!UTM  18      -   0.99997464  x   0.99960192  =   0.99957657
 KV7127
 KV7127|---------------------------------------------------------------------|
 KV7127| PID    Reference Object                     Distance      Geod. Az  |
 KV7127|                                                           dddmmss.s |
 KV7127| KV7128 21 V 1                              384.030 METERS 21537     |
 KV7127|---------------------------------------------------------------------|
 KV7127
 KV7127                          SUPERSEDED SURVEY CONTROL
 KV7127
 KV7127  ELLIP H (08/14/98)  161.68   (m)                       GP(       ) 3 2
 KV7127  NAD 83(1986)-  40 49 23.28935(N)    074 51 07.42506(W) AD(       ) 1
 KV7127  NAVD 88 (08/14/98)  194.89   (m)          639.4    (f) LEVELING    3  
 KV7127
 KV7127.Superseded values are not recommended for survey control.
 KV7127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7127.See file dsdata.txt to determine how the superseded data were derived.
 KV7127
 KV7127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1247519134(NAD 83)
 KV7127_MARKER: DD = SURVEY DISK
 KV7127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7127_SP_SET: CONCRETE POST
 KV7127_STAMPING: 21 U 1 1993
 KV7127_MARK LOGO: NJGS  
 KV7127_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7127+STABILITY: SURFACE MOTION
 KV7127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7127+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 KV7127
 KV7127  HISTORY     - Date     Condition        Report By
 KV7127  HISTORY     - 1993     MONUMENTED       NJGS
 KV7127  HISTORY     - 19950427 GOOD             NJGS
 KV7127  HISTORY     - 19961121 GOOD             NJGS
 KV7127  HISTORY     - 20001003 GOOD             NJGS
 KV7127  HISTORY     - 20030331 GOOD             JCLS
 KV7127  HISTORY     - 20030910 GOOD             AAAS
 KV7127
 KV7127                          STATION DESCRIPTION
 KV7127
 KV7127'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7127'THE STATION IS LOCATED IN MANSFIELD TOWNSHIP ON THE GROUNDS OF THE
 KV7127'HACKETTSTOWN AIRPORT, AIRPORT ROAD, HACKETTSTOWN, NEW JERSEY 07840.
 KV7127'PERMISSION TO OCCUPY THE STATION SHOULD BE OBTAINED FROM MR. DON
 KV7127'SCHWANDA, OWNER, PHONE  908 852 4664.  TO REACH THE STATION FROM THE
 KV7127'INTERSECTION OF STATE ROUTE 31 AND STATE ROUTE 57 IN THE BOROUGH OF
 KV7127'ASHINGTON, GO NORTHEAST ON STATE ROUTE 57 FOR 8.6 MI (13.8 KM) TO THE
 KV7127'TEE JUNCTION WITH AIRPORT ROAD ON THE LEFT.  TO REACH THE STATION
 KV7127'FROM THE INTERSECTION OF U.S. HIGHWAY 46 AND STATE ROUTE 182 IN THE
 KV7127'TOWN OF HACKETTSTOWN, GO 1.0 MI (1.6 KM) SOUTHEAST ON STATE ROUTE 182
 KV7127'TO THE CROSSROADS JUNCTION WITH STATE ROUTE 57.  TURN RIGHT AND GO
 KV7127'SOUTHWEST ON STATE ROUTE 57 FOR 1.8 MI (2.9 KM) TO THE TEE JUCTION
 KV7127'WITH AIRPORT ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON
 KV7127'AIRPORT ROAD FOR 0.8 MI (1.3 KM) TO A GRAVEL ROAD LEADING SOUTHWEST
 KV7127'ON THE LEFT AT A WYE JUNCTION.  BEAR TO THE LEFT AND FOLLOW THE
 KV7127'GRAVEL ROAD FOR 0.15 MI (0.24 KM) TO THE AIRPORT OFFICE, A WOOD
 KV7127'HANGAR WITH WINDSOCK ATTACHED AND A STONE PARKING LOT AHEAD.  STAY TO
 KV7127'THE RIGHT AROUND THE HANGAR AND GO SOUTHWEST ON A LANDSCAPED GRASS
 KV7127'RUNWAY FOR ABOUT 35 M (114.8 FT) TO THE STATION AHEAD, SET FLUSH WITH
 KV7127'THE GROUND, NORTHWEST FROM A ROW OF PARKED AIRCRAFT.  THE STATION IS
 KV7127'22.5 M (73.8 FT) WEST SOUTHWEST FROM THE WEST CORNER OF A ONE STORY
 KV7127'WOOD HANGAR, 29.8 M (97.8 FT) WEST FROM THE SOUTH CORNER OF A ONE
 KV7127'STORY WOOD HANGAR, 32.2 M (105.6 FT) SOUTHWEST FROM THE NORTH CORNER
 KV7127'OF A ONE STORY WOOD HANGAR AND 50 M (164.0 FT) SOUTHEAST FROM AND
 KV7127'NORMAL TO THE SOUTHEAST EDGE OF THE PAVED RUNWAY.
 KV7127
 KV7127                          STATION RECOVERY (1995)
 KV7127
 KV7127'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV7127'RECOVERED AS DESCRIBED.
 KV7127
 KV7127                          STATION RECOVERY (1996)
 KV7127
 KV7127'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV7127'RECOVERED AS DESCRIBED.
 KV7127
 KV7127                          STATION RECOVERY (2000)
 KV7127
 KV7127'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (ECB)
 KV7127'RECOVERED AS DESCRIBED.
 KV7127' 
 KV7127'
 KV7127
 KV7127                          STATION RECOVERY (2003)
 KV7127
 KV7127'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 KV7127'RECOVERED IN GOOD CONDITION.
 KV7127
 KV7127                          STATION RECOVERY (2003)
 KV7127
 KV7127'RECOVERY NOTE BY ARORA AND ASSOCIATES 2003 (MR)
 KV7127'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7128 ***********************************************************************
 KV7128  DESIGNATION -  21 V 1
 KV7128  PID         -  KV7128
 KV7128  STATE/COUNTY-  NJ/WARREN
 KV7128  USGS QUAD   -  HACKETTSTOWN (1976)
 KV7128
 KV7128                         *CURRENT SURVEY CONTROL
 KV7128  ___________________________________________________________________
 KV7128* NAD 83(1996)-  40 49 13.16989(N)    074 51 16.96807(W)     ADJUSTED  
 KV7128* NAVD 88     -       201.849  (meters)     662.23   (feet)  ADJUSTED  
 KV7128  ___________________________________________________________________
 KV7128  X           -   1,262,911.248 (meters)                     COMP
 KV7128  Y           -  -4,665,890.901 (meters)                     COMP
 KV7128  Z           -   4,147,453.990 (meters)                     COMP
 KV7128  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 KV7128  ELLIP HEIGHT-         168.64  (meters)          (10/23/02) GPS OBS
 KV7128  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KV7128  DYNAMIC HT  -         201.757 (meters)     661.93  (feet)  COMP
 KV7128  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 KV7128
 KV7128  HORZ ORDER  -  FIRST
 KV7128  VERT ORDER  -  SECOND    CLASS I
 KV7128  ELLP ORDER  -  FOURTH    CLASS I
 KV7128
 KV7128.The horizontal coordinates were established by GPS observations
 KV7128.and adjusted by the National Geodetic Survey in May 1999..
 KV7128
 KV7128.The orthometric height was determined by differential leveling
 KV7128.and adjusted by the National Geodetic Survey in September 1996..
 KV7128
 KV7128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7128
 KV7128.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7128
 KV7128.The ellipsoidal height was determined by GPS observations
 KV7128.and is referenced to NAD 83.
 KV7128
 KV7128.The geoid height was determined by GEOID03.
 KV7128
 KV7128.The dynamic height is computed by dividing the NAVD 88
 KV7128.geopotential number by the normal gravity value computed on the
 KV7128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV7128.degrees latitude (g = 980.6199 gals.).
 KV7128
 KV7128.The modeled gravity was interpolated from observed gravity values.
 KV7128
 KV7128;                    North         East     Units Scale Factor Converg.
 KV7128;SPC NJ       -   220,656.804   120,078.195   MT  0.99991102   -0 13 54.7
 KV7128;SPC NJ       -   723,938.20    393,956.54   sFT  0.99991102   -0 13 54.7
 KV7128;UTM  18      - 4,518,821.895   512,251.952   MT  0.99960185   +0 05 41.9
 KV7128
 KV7128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7128!SPC NJ       -   0.99997355  x   0.99991102  =   0.99988457
 KV7128!UTM  18      -   0.99997355  x   0.99960185  =   0.99957541
 KV7128
 KV7128|---------------------------------------------------------------------|
 KV7128| PID    Reference Object                     Distance      Geod. Az  |
 KV7128|                                                           dddmmss.s |
 KV7128| KV7127 21 U 1                              384.030 METERS 03537     |
 KV7128|---------------------------------------------------------------------|
 KV7128
 KV7128                          SUPERSEDED SURVEY CONTROL
 KV7128
 KV7128  ELLIP H (05/14/99)  168.63   (m)                       GP(       ) 4 1
 KV7128  NAD 83(1986)-  40 49 13.16905(N)    074 51 16.96910(W) AD(       ) 1
 KV7128
 KV7128.Superseded values are not recommended for survey control.
 KV7128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7128.See file dsdata.txt to determine how the superseded data were derived.
 KV7128
 KV7128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1225218822(NAD 83)
 KV7128_MARKER: DD = SURVEY DISK
 KV7128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7128_SP_SET: CONCRETE POST
 KV7128_STAMPING: 21 V 1 1993
 KV7128_MARK LOGO: NJGS  
 KV7128_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7128+STABILITY: SURFACE MOTION
 KV7128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7128+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1996
 KV7128
 KV7128  HISTORY     - Date     Condition        Report By
 KV7128  HISTORY     - 1993     MONUMENTED       NJGS
 KV7128  HISTORY     - 19960305 GOOD             NJGS
 KV7128
 KV7128                          STATION DESCRIPTION
 KV7128
 KV7128'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7128'THE STATION IS LOCATED IN MANSFIELD TOWNSHIP ON THE GROUNDS OF THE
 KV7128'HACKETTSTOWN AIRPORT, AIRPORT ROAD, HACKETTSTOWN, NEW JERSEY 07840.
 KV7128'PERMISSION TO OCCUPY THE STATION SHOULD BE OBTAINED FROM MR. DON
 KV7128'SCHWANDA, OWNER, PHONE  908 852 4664.  TO REACH THE STATION FROM THE
 KV7128'INTERSECTION OF STATE ROUTE 31 AND STATE ROUTE 57 IN THE BOROUGH OF
 KV7128'ASHINGTON, GO NORTHEAST ON STATE ROUTE 57 FOR 8.6 MI (13.8 KM) TO THE
 KV7128'TEE JUNCTION WITH AIRPORT ROAD ON THE LEFT.  TO REACH THE STATION
 KV7128'FROM THE INTERSECTION OF U.S. HIGHWAY 46 AND STATE ROUTE 182 IN THE
 KV7128'TOWN OF HACKETTSTOWN, GO 1.0 MI (1.6 KM) SOUTHEAST ON STATE ROUTE 182
 KV7128'TO THE CROSSROADS JUNCTION WITH STATE ROUTE 57.  TURN RIGHT AND GO
 KV7128'SOUTHWEST ON STATE ROUTE 57 FOR 1.8 MI (2.9 KM) TO THE TEE JUCTION
 KV7128'WITH AIRPORT ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON
 KV7128'AIRPORT ROAD FOR 0.8 MI (1.3 KM) TO A GRAVEL ROAD LEADING SOUTHWEST
 KV7128'ON THE LEFT AT A WYE JUNCTION.  BEAR TO THE LEFT AND FOLLOW THE
 KV7128'GRAVEL ROAD FOR 0.15 MI (0.24 KM) TO THE AIRPORT OFFICE, A WOOD
 KV7128'HANGAR WITH WINDSOCK ATTACHED AND A STONE PARKING LOT AHEAD.  STAY TO
 KV7128'THE RIGHT AROUND THE HANGAR AND GO WEST SOUTHWEST ON A LANDSCAPED
 KV7128'GRASS RUNWAY FOR ABOUT 0.25 MI (0.40 KM) TO THE STATION AHEAD, SET
 KV7128'FLUSH WITH THE GROUND.  THE STATION IS 50 M (164.0 FT) SOUTHEAST FROM
 KV7128'AND NORMAL TO THE SOUTHEAST EDGE OF THE PAVED RUNWAY, 34 M
 KV7128'(111.5 FT) NORTH NORTHWEST FROM A WOOD STAKE FOR A WITNESS POST SET
 KV7128'AT THE NORTH EDGE OF A CULTIVATED FIELD AND 34 M (111.5 FT) WEST
 KV7128'NORTHWEST FROM A WOOD STAKE FOR A WITNESS POST AT THE NORTH EDGE OF A
 KV7128'CULTIVATED FIELD.
 KV7128
 KV7128                          STATION RECOVERY (1996)
 KV7128
 KV7128'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 KV7128'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE WOOD STAKE FOR
 KV7128'WITNESS POSTS HAVE BEEN REPLACED WITH METAL WITNESS POSTS AND SIGNS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7129 ***********************************************************************
 KV7129  DESIGNATION -  21 W 1
 KV7129  PID         -  KV7129
 KV7129  STATE/COUNTY-  NJ/WARREN
 KV7129  USGS QUAD   -  WASHINGTON (1976)
 KV7129
 KV7129                         *CURRENT SURVEY CONTROL
 KV7129  ___________________________________________________________________
 KV7129* NAD 83(1996)-  40 52 21.61695(N)    074 54 03.17582(W)     ADJUSTED  
 KV7129* NAVD 88     -       162.3    (meters)     532.     (feet)  GPS OBS   
 KV7129  ___________________________________________________________________
 KV7129  X           -   1,258,152.886 (meters)                     COMP
 KV7129  Y           -  -4,663,207.364 (meters)                     COMP
 KV7129  Z           -   4,151,825.662 (meters)                     COMP
 KV7129  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 KV7129  ELLIP HEIGHT-         129.12  (meters)          (10/23/02) GPS OBS
 KV7129  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KV7129
 KV7129  HORZ ORDER  -  FIRST
 KV7129  ELLP ORDER  -  FOURTH    CLASS I
 KV7129
 KV7129.The horizontal coordinates were established by GPS observations
 KV7129.and adjusted by the National Geodetic Survey in May 1999..
 KV7129
 KV7129.The orthometric height was determined by GPS observations and a
 KV7129.high-resolution geoid model.
 KV7129
 KV7129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7129
 KV7129.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7129
 KV7129.The ellipsoidal height was determined by GPS observations
 KV7129.and is referenced to NAD 83.
 KV7129
 KV7129.The geoid height was determined by GEOID03.
 KV7129
 KV7129;                    North         East     Units Scale Factor Converg.
 KV7129;SPC NJ       -   226,486.148   116,210.219   MT  0.99991405   -0 15 44.4
 KV7129;SPC NJ       -   743,063.30    381,266.36   sFT  0.99991405   -0 15 44.4
 KV7129;UTM  18      - 4,524,627.261   508,351.983   MT  0.99960086   +0 03 53.5
 KV7129
 KV7129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7129!SPC NJ       -   0.99997975  x   0.99991405  =   0.99989380
 KV7129!UTM  18      -   0.99997975  x   0.99960086  =   0.99958061
 KV7129
 KV7129                          SUPERSEDED SURVEY CONTROL
 KV7129
 KV7129  ELLIP H (05/14/99)  129.11   (m)                       GP(       ) 4 1
 KV7129  NAD 83(1986)-  40 52 21.61614(N)    074 54 03.17685(W) AD(       ) 1
 KV7129
 KV7129.Superseded values are not recommended for survey control.
 KV7129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7129.See file dsdata.txt to determine how the superseded data were derived.
 KV7129
 KV7129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0835224627(NAD 83)
 KV7129_MARKER: DD = SURVEY DISK
 KV7129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7129_SP_SET: CONCRETE POST
 KV7129_STAMPING: 21 W 1 1993
 KV7129_MARK LOGO: NJGS  
 KV7129_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7129+STABILITY: SURFACE MOTION
 KV7129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7129+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 KV7129
 KV7129  HISTORY     - Date     Condition        Report By
 KV7129  HISTORY     - 1993     MONUMENTED       NJGS
 KV7129  HISTORY     - 20060831 GOOD             AASCO
 KV7129  HISTORY     - 20060925 GOOD             AASCO
 KV7129
 KV7129                          STATION DESCRIPTION
 KV7129
 KV7129'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7129'THE STATION IS LOCATED IN INDEPENDENCE TOWNSHIP ON PRIVATE PROPERTY,
 KV7129'DIRECTLY OPPOSITE THE INDEPENDENCE TOWNSHIP FIRST AID SQUAD
 KV7129'HEADQUARTERS, A ONE STORY BRICK BUILDING WITH THREE GARAGE DOORS.
 KV7129'PERMISSION TO OCCUPY THE STATION SHOULD BE OBTAINED FROM THE PROPERTY
 KV7129'OWNER, MRS. MARIE SERGEANT, 7 REGINA LANE, GREAT MEADOWS, NEW JERSEY
 KV7129'07838, PHONE  908 637 6223.  TO REACH THE STATION FROM THE
 KV7129'INTERSECTION OF U.S. HIGHWAY 46 AND STATE ROUTE 31 IN BUTTZVILLE, GO
 KV7129'EAST ON U.S. HIGHWAY 46 FOR 7.1 MI (11.4 KM) TO THE TEE JUNCTION WITH
 KV7129'REGINA LANE ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON REGINA LANE
 KV7129'FOR 0.05 MI (0.08 KM) TO THE PAVED ENTRANCE DRIVE LEADING TO THE
 KV7129'INDEPENDENCE TOWNSHIP FIRST AID SQUAD ON THE LEFT.  TURN LEFT AND GO
 KV7129'EAST NORTHEAST ON THE PAVED ENTRANCE DRIVE FOR ABOUT 47 M (154.2 FT)
 KV7129'TO THE STATION ON THE RIGHT, SET FLUSH WITH THE LAWN.  THE STATION IS
 KV7129'17.3 M (56.8 FT) NORTHWEST FROM THE FLAGPOLE IN FRONT OF THE FIRST
 KV7129'AID SQUAD HEADQUARTERS, 3.3 M (10.8 FT) WEST NORTHWEST FROM THE WEST
 KV7129'EDGE OF PAVING OF THE DRIVEWAY IN FRONT OF THE FIRST AID SQUAD
 KV7129'HEADQUARTERS, 20.4 M (66.9 FT) WEST NORTHWEST FROM THE FRONT DOOR OF
 KV7129'THE FIRST AID SQUAD HEADQUARTERS BUILDING, 29.6 M (97.1 FT) SOUTHWEST
 KV7129'FROM A POLE WITH LIGHT AND ANTENNA ATTACHED, 30.7 M (100.7 FT) WEST
 KV7129'SOUTHWEST FROM THE NORTHWEST CORNER OF THE BRICK BUILDING FOR THE
 KV7129'FIRST AID HEADQUARTERS AND 48.0 M (157.5 FT) SOUTHEAST FROM THE
 KV7129'CENTERLINE OF REGINA LANE
 KV7129
 KV7129                          STATION RECOVERY (2006)
 KV7129
 KV7129'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV7129'RECOVERED IN GOOD CONDITION.
 KV7129
 KV7129                          STATION RECOVERY (2006)
 KV7129
 KV7129'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV7129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6680 ***********************************************************************
 AB6680  DESIGNATION -  21 X 1
 AB6680  PID         -  AB6680
 AB6680  STATE/COUNTY-  NJ/WARREN
 AB6680  USGS QUAD   -  HACKETTSTOWN (1976)
 AB6680
 AB6680                         *CURRENT SURVEY CONTROL
 AB6680  ___________________________________________________________________
 AB6680* NAD 83(1986)-  40 49 42.     (N)    074 51 50.     (W)     SCALED    
 AB6680* NAVD 88     -       171.847  (meters)     563.80   (feet)  ADJUSTED  
 AB6680  ___________________________________________________________________
 AB6680  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 AB6680  DYNAMIC HT  -         171.767 (meters)     563.54  (feet)  COMP
 AB6680  MODELED GRAV-     980,158.8   (mgal)                       NAVD 88
 AB6680
 AB6680  VERT ORDER  -  SECOND    CLASS I
 AB6680
 AB6680.The horizontal coordinates were scaled from a topographic map and have
 AB6680.an estimated accuracy of +/- 6 seconds.
 AB6680
 AB6680.The orthometric height was determined by differential leveling
 AB6680.and adjusted by the National Geodetic Survey in September 1996..
 AB6680
 AB6680.The geoid height was determined by GEOID03.
 AB6680
 AB6680.The dynamic height is computed by dividing the NAVD 88
 AB6680.geopotential number by the normal gravity value computed on the
 AB6680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6680.degrees latitude (g = 980.6199 gals.).
 AB6680
 AB6680.The modeled gravity was interpolated from observed gravity values.
 AB6680
 AB6680;                    North         East    Units  Estimated Accuracy
 AB6680;SPC NJ       -   221,550.      119,310.      MT  (+/- 180 meters Scaled)
 AB6680
 AB6680                          SUPERSEDED SURVEY CONTROL
 AB6680
 AB6680.No superseded survey control is available for this station.
 AB6680
 AB6680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL114197(NAD 83)
 AB6680_MARKER: DD = SURVEY DISK
 AB6680_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB6680_SP_SET: BRIDGE ABUTMENT
 AB6680_STAMPING: 21 X 1 1995
 AB6680_MARK LOGO: NJGS  
 AB6680_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6680+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6680
 AB6680  HISTORY     - Date     Condition        Report By
 AB6680  HISTORY     - 1995     MONUMENTED       NJGS
 AB6680
 AB6680                          STATION DESCRIPTION
 AB6680
 AB6680'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 AB6680'THE STATION IS LOCATED IN MANSFIELD TOWNSHIP ON THE SOUTH SIDE OF THE
 AB6680'CONRAIL RIGHT OF WAY.  TO REACH THE STATION FROM THE STATION FROM THE
 AB6680'INTERSECTION OF U.S.  HIGHWAY 46 AND STATE ROUTE 182 IN THE TOWN OF
 AB6680'HACKETTSTOWN, GO SOUTHEAST ON STATE ROUTE 182 FOR 1.0 MI (1.6 KM) TO
 AB6680'THE CROSSROADS JUNCTION WITH STATE ROUTE 57.  TURN RIGHT AND GO
 AB6680'SOUTHWEST ON STATE ROUTE 57 FOR 1.8 MI (2.9 KM) TO THE TEE JUNCTION
 AB6680'WITH AIRPORT ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON
 AB6680'AIRPORT ROAD FOR 1.55 MI (2.49 KM) TO THE CONRAIL RAILROAD GRADE
 AB6680'CROSSING.  TURN LEFT AND GO SOUTHWEST ALONG THE SINGLE TRACK RAILROAD
 AB6680'FOR 0.15 MI (0.24 KM) TO THE STATION ON THE LEFT, SET FLUSH IN A DRILL
 AB6680'HOLE AT THE WEST END OF THE SOUTH ABUTMENT OF A BRIDGE OVER A FARMERS
 AB6680'LANE.  TO REACH THE STATION FROM THE TEE JUNCTION OF ROCKPORT ROAD,
 AB6680'COUNTY ROAD 632 AND AIRPORT ROAD, GO SOUTHEAST ON AIRPORT ROAD FOR
 AB6680'0.05 MI (0.08 KM) TO THE CONRAIL RAILROAD GRADE CROSSING.  TURN RIGHT
 AB6680'AND GO SOUTHWEST ALONG THE SINGLE TRACK FOR 0.15 MI (0.24 KM) TO THE
 AB6680'STATION ON THE LEFT,  9.3 FT (2.8 M) SOUTH-SOUTHEAST OF THE CENTERLINE
 AB6680'OF THE TRACK, 6.9 FT (2.1 M) SOUTH-SOUTHEAST OF THE SOUTH RAIL, 1.0 FT
 AB6680'(0.3 M) EAST NORTHEAST OF THE WEST END OF THE ABUTMENT, 1.0 FT (0.3 M)
 AB6680'NORTH NORTHWEST OF THE SOUTH END OF THE ABUTMENT, 1.0 FT (0.3 M) SOUTH
 AB6680'SOUTHEAST OF THE NORTH END OF THE ABUTMENT AND ABOUT 0.5 FT (15.2 CM)
 AB6680'BELOW THE LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1088 ***********************************************************************
 KV1088  DESIGNATION -  2105
 KV1088  PID         -  KV1088
 KV1088  STATE/COUNTY-  NJ/MERCER
 KV1088  USGS QUAD   -  TRENTON WEST (1995)
 KV1088
 KV1088                         *CURRENT SURVEY CONTROL
 KV1088  ___________________________________________________________________
 KV1088* NAD 83(1986)-  40 14 05.     (N)    074 47 46.     (W)     SCALED    
 KV1088* NAVD 88     -        10.851  (meters)      35.60   (feet)  ADJUSTED  
 KV1088  ___________________________________________________________________
 KV1088  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KV1088  DYNAMIC HT  -          10.846 (meters)      35.58  (feet)  COMP
 KV1088  MODELED GRAV-     980,170.2   (mgal)                       NAVD 88
 KV1088
 KV1088  VERT ORDER  -  FIRST     CLASS I
 KV1088
 KV1088.The horizontal coordinates were scaled from a topographic map and have
 KV1088.an estimated accuracy of +/- 6 seconds.
 KV1088
 KV1088.The orthometric height was determined by differential leveling
 KV1088.and adjusted by the National Geodetic Survey in June 1991..
 KV1088
 KV1088.The geoid height was determined by GEOID03.
 KV1088
 KV1088.The dynamic height is computed by dividing the NAVD 88
 KV1088.geopotential number by the normal gravity value computed on the
 KV1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1088.degrees latitude (g = 980.6199 gals.).
 KV1088
 KV1088.The modeled gravity was interpolated from observed gravity values.
 KV1088
 KV1088;                    North         East    Units  Estimated Accuracy
 KV1088;SPC NJ       -   155,620.      124,800.      MT  (+/- 180 meters Scaled)
 KV1088
 KV1088                          SUPERSEDED SURVEY CONTROL
 KV1088
 KV1088  NGVD 29 (01/10/92)   11.161  (m)           36.62   (f) ADJUSTED    1 1
 KV1088
 KV1088.Superseded values are not recommended for survey control.
 KV1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1088.See file dsdata.txt to determine how the superseded data were derived.
 KV1088
 KV1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK173538(NAD 83)
 KV1088_MARKER: DD = SURVEY DISK
 KV1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1088_SP_SET: CONCRETE POST
 KV1088_STAMPING: 2105 36.637
 KV1088_MARK LOGO: NJGS  
 KV1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1088+STABILITY: SURFACE MOTION
 KV1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1088+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1988
 KV1088
 KV1088  HISTORY     - Date     Condition        Report By
 KV1088  HISTORY     - 1935     MONUMENTED       NJGS
 KV1088  HISTORY     - 1956     GOOD             CGS
 KV1088  HISTORY     - 19881211 GOOD             NJGS
 KV1088
 KV1088                          STATION DESCRIPTION
 KV1088
 KV1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1088'AT TRENTON.
 KV1088'AT TRENTON, AT THE INTERSECTION OF WEST STATE STREET AND NORTH
 KV1088'WESTFIELD AVENUE, 62.4 FEET NORTHWEST OF THE TOP OF A FIRE HYDRANT,
 KV1088'47.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN APARTMENT HOUSE
 KV1088'AT 1320 WEST STATE STREET, 10.4 FEET SOUTHEAST OF THE EXTENDED
 KV1088'SOUTHEAST CURB OF NORTH WESTFIELD AVENUE, 4.6 FEET SOUTHWEST OF
 KV1088'THE SOUTHWEST EDGE OF A NORTHWEST-SOUTHEAST SIDEWALK, 2 FEET
 KV1088'SOUTH OF POWER LINE POLE NO. PS 10566 TN, 1.9 FEET NORTHEAST OF THE
 KV1088'NORTHEAST CURB OF WEST STATE STREET, ABOUT LEVEL WITH THE TOP OF
 KV1088'THE CURB AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KV1088'GROUND.
 KV1088
 KV1088                          STATION RECOVERY (1988)
 KV1088
 KV1088'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1088'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1088'IN TRENTON, AT THE INTERSECTION OF WEST STATE STREET AND NORTH
 KV1088'WESTFIELD AVENUE, 19.0 M (62.3 FT) NORTHWEST OF A FIRE HYDRANT, 14.4 M
 KV1088'(47.2 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF AN APARTMENT HOUSE
 KV1088'NUMBER 1320, 3.2 M (10.5 FT) SOUTHEAST OF THE EXTENDED SOUTHEAST
 KV1088'CURBLINE OF NORTH WESTFIELD AVENUE, 1.4 M (4.6 FT) SOUTHWEST OF THE
 KV1088'SOUTHWEST EDGE OF THE SIDEWALK, 0.6 M (2.0 FT) SOUTH OF POLE NUMBER
 KV1088'10566TN, 0.6 M (2.0 FT) NORTHEAST OF THE NORTHEAST CURB OF WEST STATE
 KV1088'STREET, FLUSH WITH THE TOP OF CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1093 ***********************************************************************
 KV1093  DESIGNATION -  2108
 KV1093  PID         -  KV1093
 KV1093  STATE/COUNTY-  NJ/MERCER
 KV1093  USGS QUAD   -  PENNINGTON (1995)
 KV1093
 KV1093                         *CURRENT SURVEY CONTROL
 KV1093  ___________________________________________________________________
 KV1093* NAD 83(1986)-  40 15 56.     (N)    074 50 54.     (W)     SCALED    
 KV1093* NAVD 88     -        18.524  (meters)      60.77   (feet)  ADJUSTED  
 KV1093  ___________________________________________________________________
 KV1093  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KV1093  DYNAMIC HT  -          18.516 (meters)      60.75  (feet)  COMP
 KV1093  MODELED GRAV-     980,158.4   (mgal)                       NAVD 88
 KV1093
 KV1093  VERT ORDER  -  FIRST     CLASS I
 KV1093
 KV1093.The horizontal coordinates were scaled from a topographic map and have
 KV1093.an estimated accuracy of +/- 6 seconds.
 KV1093
 KV1093.The orthometric height was determined by differential leveling
 KV1093.and adjusted by the National Geodetic Survey in June 1991..
 KV1093
 KV1093.The geoid height was determined by GEOID03.
 KV1093
 KV1093.The dynamic height is computed by dividing the NAVD 88
 KV1093.geopotential number by the normal gravity value computed on the
 KV1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1093.degrees latitude (g = 980.6199 gals.).
 KV1093
 KV1093.The modeled gravity was interpolated from observed gravity values.
 KV1093
 KV1093;                    North         East    Units  Estimated Accuracy
 KV1093;SPC NJ       -   159,060.      120,370.      MT  (+/- 180 meters Scaled)
 KV1093
 KV1093                          SUPERSEDED SURVEY CONTROL
 KV1093
 KV1093  NGVD 29 (01/10/92)   18.824  (m)           61.76   (f) ADJUSTED    1 1
 KV1093
 KV1093.Superseded values are not recommended for survey control.
 KV1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1093.See file dsdata.txt to determine how the superseded data were derived.
 KV1093
 KV1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK128572(NAD 83)
 KV1093_MARKER: DD = SURVEY DISK
 KV1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1093_SP_SET: CONCRETE POST
 KV1093_STAMPING: 2108
 KV1093_MARK LOGO: NJGS  
 KV1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1093+STABILITY: SURFACE MOTION
 KV1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1093+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1988
 KV1093
 KV1093  HISTORY     - Date     Condition        Report By
 KV1093  HISTORY     - 1935     MONUMENTED       NJGS
 KV1093  HISTORY     - 1956     GOOD             CGS
 KV1093  HISTORY     - 1963     GOOD             CGS
 KV1093  HISTORY     - 19881012 GOOD             NJGS
 KV1093  HISTORY     - 19990501 GOOD             PADT
 KV1093
 KV1093                          STATION DESCRIPTION
 KV1093
 KV1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1093'6.1 MI NW FROM TRENTON.
 KV1093'6.1 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV1093'STATION AT TRENTON, AT A ROAD CROSSING OVER A CANAL AND THE
 KV1093'TRACK, 54.0 FEET SOUTHEAST OF BENCH MARK B-18, 35.9 FEET SOUTHEAST
 KV1093'OF THE SOUTHEAST CORNER OF THE WOODEN BRIDGE OVER A CANAL, 36.0
 KV1093'FEET SOUTH OF THE CENTER LINE OF THE ASPHALT ROAD LEADING WEST
 KV1093'ACROSS THE CANAL AND TRACK, 17.1 FEET WEST OF THE CENTER LINE OF
 KV1093'STATE HIGHWAY 29, 1.5 FEET SOUTHEAST OF TELEPHONE POLE NO. 60523,
 KV1093'0.8 FOOT SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE WOODEN
 KV1093'GUARD RAIL POST, SET IN THE TOP OF A CONCRETE POST 2-INCHES BELOW
 KV1093'THE GROUND AND THE HIGHWAY.
 KV1093
 KV1093                          STATION RECOVERY (1963)
 KV1093
 KV1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KV1093'RECOVERED IN GOOD CONDITION.
 KV1093
 KV1093                          STATION RECOVERY (1988)
 KV1093
 KV1093'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1093'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1093'WEST OF THE INTERSECTION OF STATE HIGHWAY ROUTES 29 AND 175, NORTH OF
 KV1093'INTERSTATE I 95, AT A ROAD CROSSING THE DELAWARE RARITAN CANAL STATE
 KV1093'PARK, 16.46 M (54.0 FT) SOUTHEAST OF BENCHMARK B 18, 10.95 M
 KV1093'(35.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE WOODEN BRIDGE OVER
 KV1093'THE CANAL, 5.21 M (17.1 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 KV1093'175, 0.4 M (1.3 FT) SOUTHEAST OF POLE NUMBER 60523, 0.2 M (0.7 FT)
 KV1093'SOUTHWEST OF THE SOUTHWEST CORNER OF A WOODEN GUARD RAIL POST, 0.02 M
 KV1093'(0.1 FT) BELOW THE GROUND.
 KV1093
 KV1093                          STATION RECOVERY (1999)
 KV1093
 KV1093'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 KV1093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1107 ***********************************************************************
 KV1107  DESIGNATION -  2110
 KV1107  PID         -  KV1107
 KV1107  STATE/COUNTY-  NJ/MERCER
 KV1107  USGS QUAD   -  PENNINGTON (1995)
 KV1107
 KV1107                         *CURRENT SURVEY CONTROL
 KV1107  ___________________________________________________________________
 KV1107* NAD 83(1986)-  40 17 28.     (N)    074 51 44.     (W)     SCALED    
 KV1107* NAVD 88     -        25.265  (meters)      82.89   (feet)  ADJUSTED  
 KV1107  ___________________________________________________________________
 KV1107  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KV1107  DYNAMIC HT  -          25.254 (meters)      82.85  (feet)  COMP
 KV1107  MODELED GRAV-     980,157.2   (mgal)                       NAVD 88
 KV1107
 KV1107  VERT ORDER  -  FIRST     CLASS I
 KV1107
 KV1107.The horizontal coordinates were scaled from a topographic map and have
 KV1107.an estimated accuracy of +/- 6 seconds.
 KV1107
 KV1107.The orthometric height was determined by differential leveling
 KV1107.and adjusted by the National Geodetic Survey in June 1991..
 KV1107.WARNING-Repeat measurements at this control monument indicate possible
 KV1107.vertical movement.
 KV1107
 KV1107.The geoid height was determined by GEOID03.
 KV1107
 KV1107.The dynamic height is computed by dividing the NAVD 88
 KV1107.geopotential number by the normal gravity value computed on the
 KV1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1107.degrees latitude (g = 980.6199 gals.).
 KV1107
 KV1107.The modeled gravity was interpolated from observed gravity values.
 KV1107
 KV1107;                    North         East    Units  Estimated Accuracy
 KV1107;SPC NJ       -   161,900.      119,200.      MT  (+/- 180 meters Scaled)
 KV1107
 KV1107                          SUPERSEDED SURVEY CONTROL
 KV1107
 KV1107  NGVD 29 (01/10/92)   25.560  (m)           83.86   (f) ADJUSTED    1 1
 KV1107
 KV1107.Superseded values are not recommended for survey control.
 KV1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1107.See file dsdata.txt to determine how the superseded data were derived.
 KV1107
 KV1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK117600(NAD 83)
 KV1107_MARKER: DD = SURVEY DISK
 KV1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1107_SP_SET: CONCRETE POST
 KV1107_STAMPING: 2110
 KV1107_MARK LOGO: NJGS  
 KV1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1107+STABILITY: SURFACE MOTION
 KV1107_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1107+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1988
 KV1107
 KV1107  HISTORY     - Date     Condition        Report By
 KV1107  HISTORY     - UNK      MONUMENTED       NJGS
 KV1107  HISTORY     - 1963     GOOD             CGS
 KV1107  HISTORY     - 19881004 GOOD             NJGS
 KV1107
 KV1107                          STATION DESCRIPTION
 KV1107
 KV1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KV1107'0.4 MI SE FROM WASHINGTON.
 KV1107'0.35 MILE SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE INTERSECTION
 KV1107'OF STATE HIGHWAY 546 AT WASHINGTON CROSSING, NEAR THE JUNCTION
 KV1107'OF PATTERSON AVENUE LEADING EASTERLY, 19.1 FEET EAST OF THE
 KV1107'CENTER LINE OF THE HIGHWAY, 31 FEET SOUTH OF THE CENTER LINE OF
 KV1107'THE AVENUE, 25 1/2 FEET WEST OF A 24-INCH ELM TREE, 4.5 FEET
 KV1107'SOUTHWEST OF THE SOUTHWEST CORNER OF A CATCH BASIN, 53.7 FEET
 KV1107'SOUTH AND ACROSS THE AVENUE FROM POWER LINE POLE NO. 40-15A,
 KV1107'22 1/2 FEET NORTH OF THE CENTER LINE OF AN ASPHALT DRIVEWAY
 KV1107'LEADING EAST TO THE READING RESIDENCE, ABOUT LEVEL WITH THE
 KV1107'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 KV1107'INCH ABOVE THE LEVEL OF THE GROUND.
 KV1107
 KV1107                          STATION RECOVERY (1988)
 KV1107
 KV1107'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1107'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1107'0.64 KM (0.40 MI) SOUTH ALONG STATE HIGHWAY ROUTE 29 FROM THE JUNCTION
 KV1107'OF COUNTY ROUTE 546 IN WASHINGTON CROSSING, AT THE SOUTHEAST QUADRANT
 KV1107'OF THE TEE INTERSECTION WITH PATERSON AVENUE, 9.75 M (32.0 FT) SOUTH
 KV1107'OF THE CENTERLINE OF PATERSON AVENUE, 6.1 M (20.0 FT) EAST OF THE
 KV1107'CENTERLINE OF ROUTE 29, 7.3 M (24.0 FT) NORTH OF THE CENTERLINE OF A
 KV1107'PAVED DRIVEWAY, 1.44 M (4.7 FT) WEST OF THE SOUTH EDGE OF AN INLET,
 KV1107'SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1111 ***********************************************************************
 KV1111  DESIGNATION -  2114
 KV1111  PID         -  KV1111
 KV1111  STATE/COUNTY-  NJ/MERCER
 KV1111  USGS QUAD   -  LAMBERTVILLE (1995)
 KV1111
 KV1111                         *CURRENT SURVEY CONTROL
 KV1111  ___________________________________________________________________
 KV1111* NAD 83(1986)-  40 19 26.     (N)    074 55 00.     (W)     SCALED    
 KV1111* NAVD 88     -        20.011  (meters)      65.65   (feet)  ADJUSTED  
 KV1111  ___________________________________________________________________
 KV1111  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KV1111  DYNAMIC HT  -          20.001 (meters)      65.62  (feet)  COMP
 KV1111  MODELED GRAV-     980,138.7   (mgal)                       NAVD 88
 KV1111
 KV1111  VERT ORDER  -  FIRST     CLASS I
 KV1111
 KV1111.The horizontal coordinates were scaled from a topographic map and have
 KV1111.an estimated accuracy of +/- 6 seconds.
 KV1111
 KV1111.The orthometric height was determined by differential leveling
 KV1111.and adjusted by the National Geodetic Survey in June 1991..
 KV1111.WARNING-Repeat measurements at this control monument indicate possible
 KV1111.vertical movement.
 KV1111
 KV1111.The geoid height was determined by GEOID03.
 KV1111
 KV1111.The dynamic height is computed by dividing the NAVD 88
 KV1111.geopotential number by the normal gravity value computed on the
 KV1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1111.degrees latitude (g = 980.6199 gals.).
 KV1111
 KV1111.The modeled gravity was interpolated from observed gravity values.
 KV1111
 KV1111;                    North         East    Units  Estimated Accuracy
 KV1111;SPC NJ       -   165,560.      114,590.      MT  (+/- 180 meters Scaled)
 KV1111
 KV1111                          SUPERSEDED SURVEY CONTROL
 KV1111
 KV1111  NGVD 29 (01/10/92)   20.296  (m)           66.59   (f) ADJUSTED    1 1
 KV1111
 KV1111.Superseded values are not recommended for survey control.
 KV1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1111.See file dsdata.txt to determine how the superseded data were derived.
 KV1111
 KV1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK070637(NAD 83)
 KV1111_MARKER: DD = SURVEY DISK
 KV1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1111_SP_SET: CONCRETE POST
 KV1111_STAMPING: 2114
 KV1111_MARK LOGO: NJGS  
 KV1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1111+STABILITY: SURFACE MOTION
 KV1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1111+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1988
 KV1111
 KV1111  HISTORY     - Date     Condition        Report By
 KV1111  HISTORY     - 1935     MONUMENTED       NJGS
 KV1111  HISTORY     - 1956     GOOD             CGS
 KV1111  HISTORY     - 19881012 GOOD             NJGS
 KV1111
 KV1111                          STATION DESCRIPTION
 KV1111
 KV1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1111'3.3 MI SE FROM LAMBERTVILLE.
 KV1111'3.3 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV1111'STATION AT LAMBERTVILLE, AT THE T JUNCTION OF STATE HIGHWAY
 KV1111'29 AND PLEASANT VALLEY ROAD LEADING NORTHEAST, AT A RISE IN THE
 KV1111'HIGHWAY FORMED BY A FORMER SPUR TRACK (NOW ABANDONED) 82.1
 KV1111'FEET NORTHWEST OF TELEPHONE POLE NO. 8/285, 45.9 FEET NORTHWEST
 KV1111'OF THE NORTHWEST END OF A GUARD RAIL, 43.2 FEET SOUTHEAST OF A
 KV1111'TACK IN TELEPHONE POLE NO. 286, 14.6 FEET SOUTHWEST OF THE
 KV1111'CENTER LINE OF THE HIGHWAY, 10.8 FEET NORTH OF A CROSS ON A STEEL
 KV1111'POST SUPPORTING A SIGN, 5 1/2 FEET NORTHWEST OF THE EXTENDED
 KV1111'CENTER LINE OF PLEASANT VALLEY ROAD, SET IN THE TOP OF A CONCRETE
 KV1111'POST 5-INCHES BELOW THE GROUND AND THE HIGHWAY.
 KV1111
 KV1111                          STATION RECOVERY (1988)
 KV1111
 KV1111'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1111'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1111'5.3 KM (3.30 MI) SOUTHEAST ALONG STATE ROUTE 29 FROM BRIDGE STREET IN
 KV1111'LAMBERTVILLE, AT THE TEE JUNCTION WITH PLEASANT VALLEY ROAD.
 KV1111'APPROXIMATELY EVEN WITH THE CENTERLINE OF PLEASANT VALLEY ROAD. 4.4 M
 KV1111'(14.4 FT) WEST OF THE CENTERLINE OF ROUTE 29, 1.9 M (6.2 FT) NORTHEAST
 KV1111'OF POWER POLE 285 1 2, 1.0 M (3.3 FT) EAST OF THE BACK SIDE OF STEEL
 KV1111'GUIDE RAIL AND 0.5 M (1.6 FT) BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1010 ***********************************************************************
 KV1010  DESIGNATION -  21.14 NJGS
 KV1010  PID         -  KV1010
 KV1010  STATE/COUNTY-  NJ/BURLINGTON
 KV1010  USGS QUAD   -  FRANKFORD (1997)
 KV1010
 KV1010                         *CURRENT SURVEY CONTROL
 KV1010  ___________________________________________________________________
 KV1010* NAD 83(1986)-  40 00 31.     (N)    075 00 51.     (W)     SCALED    
 KV1010* NAVD 88     -         6.204  (meters)      20.35   (feet)  POSTED    
 KV1010  ___________________________________________________________________
 KV1010  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV1010  DYNAMIC HT  -           6.200 (meters)      20.34  (feet)  COMP
 KV1010  MODELED GRAV-     980,187.2   (mgal)                       NAVD 88
 KV1010
 KV1010  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KV1010
 KV1010.The horizontal coordinates were scaled from a topographic map and have
 KV1010.an estimated accuracy of +/- 6 seconds.
 KV1010
 KV1010.The orthometric height was determined by differential leveling
 KV1010.and adjusted by the National Geodetic Survey in 1992..
 KV1010.No vertical observational check was made to the station.
 KV1010.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KV1010.was located on a no-check spur therefore a value was not computed.
 KV1010
 KV1010.The geoid height was determined by GEOID03.
 KV1010
 KV1010.The dynamic height is computed by dividing the NAVD 88
 KV1010.geopotential number by the normal gravity value computed on the
 KV1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1010.degrees latitude (g = 980.6199 gals.).
 KV1010
 KV1010.The modeled gravity was interpolated from observed gravity values.
 KV1010
 KV1010;                    North         East    Units  Estimated Accuracy
 KV1010;SPC NJ       -   130,600.      106,100.      MT  (+/- 180 meters Scaled)
 KV1010
 KV1010                          SUPERSEDED SURVEY CONTROL
 KV1010
 KV1010  NGVD 29 (??/??/??)    6.562  (m)           21.53   (f) ADJUSTED    1 2
 KV1010
 KV1010.Superseded values are not recommended for survey control.
 KV1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1010.See file dsdata.txt to determine how the superseded data were derived.
 KV1010
 KV1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK987287(NAD 83)
 KV1010_MARKER: X = CHISELED CROSS
 KV1010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1010_SP_SET: DOORSILL
 KV1010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1010
 KV1010  HISTORY     - Date     Condition        Report By
 KV1010  HISTORY     - UNK      MONUMENTED       NJGS
 KV1010  HISTORY     - 1956     MARK NOT FOUND   CGS
 KV1010
 KV1010                          STATION DESCRIPTION
 KV1010
 KV1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1010'AT RIVERTON.
 KV1010'AT RIVERTON, BURLINGTON COUNTY, AT COLLINS STORE, ON THE NORTH
 KV1010'SIDE NEAR THE EAST CORNER OF THE STORE, AND ON THE DOORSILL.  A
 KV1010'CHISELED CROSS.  NOTE-- THE DOOR SILL HAS BEEN WORN DOWN SMOOTH
 KV1010'AFTER SO MANY YEARS OF USE AND THE CHISELED CROSS MAY POSSIBLY
 KV1010'HAVE BEEN OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1112 ***********************************************************************
 KV1112  DESIGNATION -  2115 NJGS
 KV1112  PID         -  KV1112
 KV1112  STATE/COUNTY-  NJ/MERCER
 KV1112  USGS QUAD   -  LAMBERTVILLE (1995)
 KV1112
 KV1112                         *CURRENT SURVEY CONTROL
 KV1112  ___________________________________________________________________
 KV1112* NAD 83(1986)-  40 19 36.     (N)    074 55 13.     (W)     SCALED    
 KV1112* NAVD 88     -        19.149  (meters)      62.82   (feet)  ADJUSTED  
 KV1112  ___________________________________________________________________
 KV1112  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KV1112  DYNAMIC HT  -          19.140 (meters)      62.80  (feet)  COMP
 KV1112  MODELED GRAV-     980,138.1   (mgal)                       NAVD 88
 KV1112
 KV1112  VERT ORDER  -  SECOND    CLASS 0
 KV1112
 KV1112.The horizontal coordinates were scaled from a topographic map and have
 KV1112.an estimated accuracy of +/- 6 seconds.
 KV1112
 KV1112.The orthometric height was determined by differential leveling
 KV1112.and adjusted by the National Geodetic Survey in June 1991..
 KV1112
 KV1112.The geoid height was determined by GEOID03.
 KV1112
 KV1112.The dynamic height is computed by dividing the NAVD 88
 KV1112.geopotential number by the normal gravity value computed on the
 KV1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1112.degrees latitude (g = 980.6199 gals.).
 KV1112
 KV1112.The modeled gravity was interpolated from observed gravity values.
 KV1112
 KV1112;                    North         East    Units  Estimated Accuracy
 KV1112;SPC NJ       -   165,870.      114,290.      MT  (+/- 180 meters Scaled)
 KV1112
 KV1112                          SUPERSEDED SURVEY CONTROL
 KV1112
 KV1112  NGVD 29 (??/??/??)   19.430  (m)           63.75   (f) ADJUSTED    2 0
 KV1112
 KV1112.Superseded values are not recommended for survey control.
 KV1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1112.See file dsdata.txt to determine how the superseded data were derived.
 KV1112
 KV1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK067640(NAD 83)
 KV1112_MARKER: DD = SURVEY DISK
 KV1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1112_STAMPING: 2115
 KV1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1112+STABILITY: SURFACE MOTION
 KV1112
 KV1112  HISTORY     - Date     Condition        Report By
 KV1112  HISTORY     - 1935     MONUMENTED       NJGS
 KV1112  HISTORY     - 1956     GOOD             CGS
 KV1112  HISTORY     - 1975     GOOD             BAKER
 KV1112
 KV1112                          STATION DESCRIPTION
 KV1112
 KV1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1112'3.1 MI SE FROM LAMBERTVILLE.
 KV1112'3.1 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KV1112'THE STATION AT LAMBERTVILLE, ACROSS THE HIGHWAY FROM THE MERCER
 KV1112'COUNTY WORK HOUSE ROCK-CRUSHING PLANT, 340.7 FEET NORTHWEST
 KV1112'OF THE NORTHWEST RAIL OF A SPUR TRACK ACROSS THE HIGHWAY LEADING
 KV1112'TO THE ROCK-CRUSHING PLANT, 143.9 FEET SOUTHEAST OF TELEPHONE
 KV1112'POLE NO. 303 WITH A GUY POLE, 14.2 FEET SOUTHWEST OF THE CENTER
 KV1112'LINE OF STATE HIGHWAY 29, 11.3 FEET EAST OF TELEPHONE POLE 302,
 KV1112'6.2 FEET EAST OF A 10-INCH ELM TREE, SET IN THE TOP OF A CONCRETE
 KV1112'POST 6-INCHES BELOW THE GROUND AND THE HIGHWAY.
 KV1112
 KV1112                          STATION RECOVERY (1975)
 KV1112
 KV1112'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 KV1112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0430 ***********************************************************************
 JU0430  DESIGNATION -  21.47 PRR RESET 1934
 JU0430  PID         -  JU0430
 JU0430  STATE/COUNTY-  NJ/CAPE MAY
 JU0430  USGS QUAD   -  RIO GRANDE (1994)
 JU0430
 JU0430                         *CURRENT SURVEY CONTROL
 JU0430  ___________________________________________________________________
 JU0430* NAD 83(1986)-  39 00 56.     (N)    074 52 43.     (W)     SCALED    
 JU0430* NAVD 88     -         5.99   (+/-2cm)      19.7    (feet)  VERTCON   
 JU0430  ___________________________________________________________________
 JU0430  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 JU0430
 JU0430  VERT ORDER  -  THIRD (See Below)
 JU0430
 JU0430.The horizontal coordinates were scaled from a topographic map and have
 JU0430.an estimated accuracy of +/- 6 seconds.
 JU0430
 JU0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU0430.The vertical order pertains to the NGVD 29 superseded value.
 JU0430
 JU0430.The geoid height was determined by GEOID03.
 JU0430
 JU0430;                    North         East    Units  Estimated Accuracy
 JU0430;SPC NJ       -    20,300.      117,210.      MT  (+/- 180 meters Scaled)
 JU0430
 JU0430                          SUPERSEDED SURVEY CONTROL
 JU0430
 JU0430  NGVD 29 (??/??/??)    6.39   (m)           21.0    (f) RESET       3  
 JU0430
 JU0430.Superseded values are not recommended for survey control.
 JU0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0430.See file dsdata.txt to determine how the superseded data were derived.
 JU0430
 JU0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ105185(NAD 83)
 JU0430_MARKER: DD = SURVEY DISK
 JU0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0430_STAMPING: 21.47 RESET PRR 1934
 JU0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0430+STABILITY: SURFACE MOTION
 JU0430
 JU0430  HISTORY     - Date     Condition        Report By
 JU0430  HISTORY     - 1934     MONUMENTED       NJGS
 JU0430  HISTORY     - 1961     MARK NOT FOUND   CGS
 JU0430
 JU0430                          STATION DESCRIPTION
 JU0430
 JU0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0430'AT RIO GRANDE.
 JU0430'AT RIO GRANDE, CAPE MAY COUNTY, NEAR THE PENNSYLVANIA-READING
 JU0430'SEASHORE LINE STATION, 200 FEET NORTH OF THE NORTH CURB LINE OF
 JU0430'STATE HIGHWAY S 49, AND 9.2 FEET EAST OF THE EAST RAIL.  A
 JU0430'STANDARD DISK, STAMPED 21.47 RESET P R R 1934 AND SET IN THE
 JU0430'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0752 ***********************************************************************
 KV0752  DESIGNATION -  21.61 NJGS
 KV0752  PID         -  KV0752
 KV0752  STATE/COUNTY-  NJ/MONMOUTH
 KV0752  USGS QUAD   -  KEYPORT (1977)
 KV0752
 KV0752                         *CURRENT SURVEY CONTROL
 KV0752  ___________________________________________________________________
 KV0752* NAD 83(1986)-  40 26 16.     (N)    074 12 07.     (W)     SCALED    
 KV0752* NAVD 88     -         6.255  (meters)      20.52   (feet)  ADJUSTED  
 KV0752  ___________________________________________________________________
 KV0752  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV0752  DYNAMIC HT  -           6.253 (meters)      20.52  (feet)  COMP
 KV0752  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 KV0752
 KV0752  VERT ORDER  -  FIRST     CLASS II
 KV0752
 KV0752.The horizontal coordinates were scaled from a topographic map and have
 KV0752.an estimated accuracy of +/- 6 seconds.
 KV0752
 KV0752.The orthometric height was determined by differential leveling
 KV0752.and adjusted by the National Geodetic Survey in June 1991..
 KV0752
 KV0752.The geoid height was determined by GEOID03.
 KV0752
 KV0752.The dynamic height is computed by dividing the NAVD 88
 KV0752.geopotential number by the normal gravity value computed on the
 KV0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0752.degrees latitude (g = 980.6199 gals.).
 KV0752
 KV0752.The modeled gravity was interpolated from observed gravity values.
 KV0752
 KV0752;                    North         East    Units  Estimated Accuracy
 KV0752;SPC NJ       -   178,160.      175,290.      MT  (+/- 180 meters Scaled)
 KV0752
 KV0752                          SUPERSEDED SURVEY CONTROL
 KV0752
 KV0752  NGVD 29 (04/16/92)    6.492  (m)           21.30   (f) ADJUSTED    1 2
 KV0752
 KV0752.Superseded values are not recommended for survey control.
 KV0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0752.See file dsdata.txt to determine how the superseded data were derived.
 KV0752
 KV0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK676766(NAD 83)
 KV0752_MARKER: Q = CHISELED SQUARE
 KV0752_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0752_SP_SET: DOOR SILL
 KV0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0752
 KV0752  HISTORY     - Date     Condition        Report By
 KV0752  HISTORY     - UNK      MONUMENTED       NJGS
 KV0752  HISTORY     - 1964     GOOD             CGS
 KV0752  HISTORY     - 1986     GOOD             USPSQD
 KV0752
 KV0752                          STATION DESCRIPTION
 KV0752
 KV0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0752'0.4 MI N FROM KEYPORT.
 KV0752'0.35 MILE NORTH ALONG BROAD STREET FROM THE OLD ABANDONED RAILROAD
 KV0752'STATION AT KEYPORT, IS AT THE NORTH END OF DOOR SILL TO THE
 KV0752'MAIN ENTRANCE TO SYNAGOUGE AND ABOUT 6 INCHES ABOVE THE SIDEWALK.
 KV0752
 KV0752                          STATION RECOVERY (1986)
 KV0752
 KV0752'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0420 ***********************************************************************
 JU0420  DESIGNATION -  21.62 PRR
 JU0420  PID         -  JU0420
 JU0420  STATE/COUNTY-  NJ/CAPE MAY
 JU0420  USGS QUAD   -  STONE HARBOR (1972)
 JU0420
 JU0420                         *CURRENT SURVEY CONTROL
 JU0420  ___________________________________________________________________
 JU0420* NAD 83(1986)-  39 05 40.     (N)    074 49 32.     (W)     SCALED    
 JU0420* NAVD 88     -         6.531  (meters)      21.43   (feet)  ADJUSTED  
 JU0420  ___________________________________________________________________
 JU0420  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 JU0420  DYNAMIC HT  -           6.527 (meters)      21.41  (feet)  COMP
 JU0420  MODELED GRAV-     980,067.8   (mgal)                       NAVD 88
 JU0420
 JU0420  VERT ORDER  -  FIRST     CLASS II
 JU0420
 JU0420.The horizontal coordinates were scaled from a topographic map and have
 JU0420.an estimated accuracy of +/- 6 seconds.
 JU0420
 JU0420.The orthometric height was determined by differential leveling
 JU0420.and adjusted by the National Geodetic Survey in June 1991..
 JU0420
 JU0420.The geoid height was determined by GEOID03.
 JU0420
 JU0420.The dynamic height is computed by dividing the NAVD 88
 JU0420.geopotential number by the normal gravity value computed on the
 JU0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0420.degrees latitude (g = 980.6199 gals.).
 JU0420
 JU0420.The modeled gravity was interpolated from observed gravity values.
 JU0420
 JU0420;                    North         East    Units  Estimated Accuracy
 JU0420;SPC NJ       -    29,040.      121,840.      MT  (+/- 180 meters Scaled)
 JU0420
 JU0420                          SUPERSEDED SURVEY CONTROL
 JU0420
 JU0420  NGVD 29 (04/16/92)    6.931  (m)           22.74   (f) ADJUSTED    1 2
 JU0420
 JU0420.Superseded values are not recommended for survey control.
 JU0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0420.See file dsdata.txt to determine how the superseded data were derived.
 JU0420
 JU0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ150272(NAD 83)
 JU0420_MARKER: B = BOLT
 JU0420_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0420_SP_SET: BRIDGE
 JU0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0420
 JU0420  HISTORY     - Date     Condition        Report By
 JU0420  HISTORY     - UNK      MONUMENTED       PRR
 JU0420  HISTORY     - 1961     GOOD             CGS
 JU0420
 JU0420                          STATION DESCRIPTION
 JU0420
 JU0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0420'0.8 MI N FROM CAPE MAY COURT HOUSE.
 JU0420'0.75 MILE NORTH ON PENNSYLVANIA, READING AND SEASHORE LINE FROM
 JU0420'THE RAILROAD STATION AT CAPE MAY COURT HOUSE.  SET IN A DRILL
 JU0420'HOLE IN THE SOUTH END OF THE EAST ABUTMENT AND ON THE SECOND STEP
 JU0420'OF THE OLD ABANDONED READING BRIDGE, 2.5 FEET ABOVE THE TOP OF
 JU0420'THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1055 ***********************************************************************
 KV1055  DESIGNATION -  218
 KV1055  PID         -  KV1055
 KV1055  STATE/COUNTY-  NJ/HUNTERDON
 KV1055  USGS QUAD   -  STOCKTON (1981)
 KV1055
 KV1055                         *CURRENT SURVEY CONTROL
 KV1055  ___________________________________________________________________
 KV1055* NAD 83(1986)-  40 23 33.     (N)    074 56 15.     (W)     SCALED    
 KV1055* NAVD 88     -        30.991  (meters)     101.68   (feet)  ADJUSTED  
 KV1055  ___________________________________________________________________
 KV1055  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KV1055  DYNAMIC HT  -          30.976 (meters)     101.63  (feet)  COMP
 KV1055  MODELED GRAV-     980,144.6   (mgal)                       NAVD 88
 KV1055
 KV1055  VERT ORDER  -  FIRST     CLASS I
 KV1055
 KV1055.The horizontal coordinates were scaled from a topographic map and have
 KV1055.an estimated accuracy of +/- 6 seconds.
 KV1055
 KV1055.The orthometric height was determined by differential leveling
 KV1055.and adjusted by the National Geodetic Survey in June 1991..
 KV1055.WARNING-Repeat measurements at this control monument indicate possible
 KV1055.vertical movement.
 KV1055
 KV1055.The geoid height was determined by GEOID03.
 KV1055
 KV1055.The dynamic height is computed by dividing the NAVD 88
 KV1055.geopotential number by the normal gravity value computed on the
 KV1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1055.degrees latitude (g = 980.6199 gals.).
 KV1055
 KV1055.The modeled gravity was interpolated from observed gravity values.
 KV1055
 KV1055;                    North         East    Units  Estimated Accuracy
 KV1055;SPC NJ       -   173,190.      112,860.      MT  (+/- 180 meters Scaled)
 KV1055
 KV1055                          SUPERSEDED SURVEY CONTROL
 KV1055
 KV1055  NGVD 29 (01/10/92)   31.264  (m)          102.57   (f) ADJUSTED    1 1
 KV1055
 KV1055.Superseded values are not recommended for survey control.
 KV1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1055.See file dsdata.txt to determine how the superseded data were derived.
 KV1055
 KV1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK053713(NAD 83)
 KV1055_MARKER: B = BOLT
 KV1055_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1055_SP_SET: RAILROAD ABUTMENT
 KV1055_MARK LOGO: NONE  
 KV1055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1055+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1989
 KV1055
 KV1055  HISTORY     - Date     Condition        Report By
 KV1055  HISTORY     - 1935     MONUMENTED       PRR
 KV1055  HISTORY     - 1935     GOOD             CGS
 KV1055  HISTORY     - 19890606 GOOD             NJGS
 KV1055
 KV1055                          STATION DESCRIPTION
 KV1055
 KV1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1055'2.5 MI N FROM LAMBERTVILLE.
 KV1055'2.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KV1055'AT LAMBERTVILLE, HUNTERDON COUNTY, AT CONCRETE BRIDGE 2.18, AND
 KV1055'IN THE TOP OF THE SOUTHEAST CORNER.
 KV1055
 KV1055                          STATION RECOVERY (1989)
 KV1055
 KV1055'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV1055'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1055'IN WEST AMWELL TOWNSHIP, AT THE LOCALE KNOWN AS ALEXAUKEN, 1.76 KM
 KV1055'(1.10 MI) NORTHEAST ALONG ALEXAUKEN CREEK ROAD FROM ITS INTERSECTION
 KV1055'WITH STATE HIGHWAY ROUTE 29, AT THE NORTH END OF THE BOROUGH OF
 KV1055'LAMBERTVILLE, PASSING UNDER THE U.S. ROUTE 202 HIGHWAY OVERPASS AT THE
 KV1055'0.32 KM (0.20 MI) MARK, REACHING A STREAM CROSSING THE ALEXAUKEN CREEK
 KV1055'ROAD TURN NORTHWESTERLY OFF THE ROAD AND ALONG A STREAM PARALELLING A
 KV1055'TREELINE FOR ABOUT 500 FEET, REACHING THE RAILROAD GRADE AND THE
 KV1055'RAILROAD CULVERT WITH THE MARK ON THE TOP OF THE SOUTHWEST END OF THE
 KV1055'SOUTH ABUTMENT. THE MARK CAN ALSO BE REACHED BY PROCEEDING 4.0 KM
 KV1055'(2.50 MI) NORTHEAST ALONG THE RAILROAD LINE FROM THE FORMER STATION,
 KV1055'NOW A RESTURANT, IN LAMBERTVILLE.  THE TOP OF THE BOLT WAS FOUND TO
 KV1055'HAVE BEEN FLATTENED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6928 ***********************************************************************
 KV6928  DESIGNATION -  2182
 KV6928  PID         -  KV6928
 KV6928  STATE/COUNTY-  NJ/MONMOUTH
 KV6928  USGS QUAD   -  ROOSEVELT (1981)
 KV6928
 KV6928                         *CURRENT SURVEY CONTROL
 KV6928  ___________________________________________________________________
 KV6928* NAD 83(1996)-  40 14 11.61074(N)    074 27 57.49983(W)     ADJUSTED  
 KV6928* NAVD 88     -        47.2    (meters)     155.     (feet)  GPS OBS   
 KV6928  ___________________________________________________________________
 KV6928  X           -   1,305,789.285 (meters)                     COMP
 KV6928  Y           -  -4,697,688.324 (meters)                     COMP
 KV6928  Z           -   4,098,081.630 (meters)                     COMP
 KV6928  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 KV6928  ELLIP HEIGHT-          14.69  (meters)          (10/23/02) GPS OBS
 KV6928  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV6928
 KV6928  HORZ ORDER  -  FIRST
 KV6928  ELLP ORDER  -  FOURTH    CLASS I
 KV6928
 KV6928.The horizontal coordinates were established by GPS observations
 KV6928.and adjusted by the National Geodetic Survey in May 1999..
 KV6928
 KV6928.The orthometric height was determined by GPS observations and a
 KV6928.high-resolution geoid model.
 KV6928
 KV6928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6928
 KV6928.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6928
 KV6928.The ellipsoidal height was determined by GPS observations
 KV6928.and is referenced to NAD 83.
 KV6928
 KV6928.The geoid height was determined by GEOID03.
 KV6928
 KV6928;                    North         East     Units Scale Factor Converg.
 KV6928;SPC NJ       -   155,779.065   152,895.426   MT  0.99990010   +0 01 19.1
 KV6928;SPC NJ       -   511,085.15    501,624.41   sFT  0.99990010   +0 01 19.1
 KV6928;UTM  18      - 4,454,150.190   545,426.874   MT  0.99962540   +0 20 41.9
 KV6928
 KV6928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6928!SPC NJ       -   0.99999770  x   0.99990010  =   0.99989780
 KV6928!UTM  18      -   0.99999770  x   0.99962540  =   0.99962310
 KV6928
 KV6928                          SUPERSEDED SURVEY CONTROL
 KV6928
 KV6928  NAD 83(1986)-  40 14 11.61078(N)    074 27 57.50192(W) AD(       ) 1
 KV6928
 KV6928.Superseded values are not recommended for survey control.
 KV6928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6928.See file dsdata.txt to determine how the superseded data were derived.
 KV6928
 KV6928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4542754150(NAD 83)
 KV6928_MARKER: DD = SURVEY DISK
 KV6928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6928_SP_SET: CONCRETE POST
 KV6928_STAMPING: 2182
 KV6928_MARK LOGO: NJGS  
 KV6928_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6928+STABILITY: SURFACE MOTION
 KV6928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6928+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1992
 KV6928
 KV6928  HISTORY     - Date     Condition        Report By
 KV6928  HISTORY     - 1940     MONUMENTED       NJGS
 KV6928  HISTORY     - 19920124 GOOD
 KV6928
 KV6928                          STATION DESCRIPTION
 KV6928
 KV6928'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1940
 KV6928'THE STATION IS LOCATED IN MILLSTONE TOWNSHIP ON THE SOUTH SIDE OF
 KV6928'PERRINEVILLE ROAD.  TO REACH THE STATION FROM THE BOROUGH HALL IN THE
 KV6928'BOROUGH OF ROOSEVELT, GO 1.1 MI (1.8 KM) NORTH ON NORTH ROCHDALE
 KV6928'AVENUE, COUNTY ROAD 571, TO THE INTERSECTION WITH PERRINEVILLE ROAD.
 KV6928'TURN RIGHT AND GO 0.55 MI (0.89 KM) TO THE STATION ON THE RIGHT
 KV6928'OPPOSITE A TWO AND ONE HALF STORY FRAME DWELLING, NUMBER 759, ON THE
 KV6928'LEFT.  THE STATION IS 4.6 M (15.1 FT) SOUTH SOUTHWEST FROM THE
 KV6928'CENTERLINE OF PERRINEVILLE ROAD, 1.2 M (3.9 FT) NORTH NORTHWEST FROM
 KV6928'A WOOD POST FOR A MAILBOX FOR HOUSE NUMBER 759, 6.4 M (21.0 FT) WEST
 KV6928'NORTHWEST FROM A NAIL IN GUY POLE 411 ON THE SOUTH SIDE OF THE ROAD,
 KV6928'12.4 M (40.7 FT) WEST FROM A NAIL IN POLE JC 679 ME ON THE NORTH SIDE
 KV6928'OF THE ROAD, 12.4 M (40.7 FT) SOUTH FROM THE CENTER OF THE TOP STEP
 KV6928'IN THE RETAINING WALL IN FRONT OF HOUSE NUMBER 759 AND 12.8 M
 KV6928'(42.0 FT) EAST FROM THE CENTERLINE EXTENDED OF THE PAVED DRIVEWAY FOR
 KV6928'HOUSE NUMBER 759.  THE STATION IS SET FLUSH WITH THE GROUND.
 KV6928
 KV6928                          STATION RECOVERY (1992)
 KV6928
 KV6928'RECOVERED 1992
 KV6928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6799 ***********************************************************************
 KV6799  DESIGNATION -  2186
 KV6799  PID         -  KV6799
 KV6799  STATE/COUNTY-  NJ/MERCER
 KV6799  USGS QUAD   -  TRENTON EAST (1981)
 KV6799
 KV6799                         *CURRENT SURVEY CONTROL
 KV6799  ___________________________________________________________________
 KV6799* NAD 83(1996)-  40 14 03.13520(N)    074 41 44.36893(W)     ADJUSTED  
 KV6799* NAVD 88     -        23.8    (meters)      78.     (feet)  VERTCON   
 KV6799  ___________________________________________________________________
 KV6799  X           -   1,286,986.630 (meters)                     COMP
 KV6799  Y           -  -4,703,030.473 (meters)                     COMP
 KV6799  Z           -   4,097,866.644 (meters)                     COMP
 KV6799  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 KV6799  ELLIP HEIGHT-          -9.18  (meters)          (10/23/02) GPS OBS
 KV6799  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV6799
 KV6799  HORZ ORDER  -  FIRST
 KV6799  ELLP ORDER  -  FOURTH    CLASS I
 KV6799
 KV6799.The horizontal coordinates were established by GPS observations
 KV6799.and adjusted by the National Geodetic Survey in May 1999..
 KV6799
 KV6799.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6799
 KV6799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6799
 KV6799.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6799
 KV6799.The ellipsoidal height was determined by GPS observations
 KV6799.and is referenced to NAD 83.
 KV6799
 KV6799.The geoid height was determined by GEOID03.
 KV6799
 KV6799;                    North         East     Units Scale Factor Converg.
 KV6799;SPC NJ       -   155,535.476   133,350.887   MT  0.99990341   -0 07 35.0
 KV6799;SPC NJ       -   510,285.97    437,502.04   sFT  0.99990341   -0 07 35.0
 KV6799;SPC PA S     -   104,522.183   859,868.279   MT  0.99996660   +1 58 53.9
 KV6799;SPC PA S     -   342,919.86  2,821,084.51   sFT  0.99996660   +1 58 53.9
 KV6799;UTM  18      - 4,453,796.537   525,889.588   MT  0.99960825   +0 11 47.7
 KV6799
 KV6799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6799!SPC NJ       -   1.00000144  x   0.99990341  =   0.99990485
 KV6799!SPC PA S     -   1.00000144  x   0.99996660  =   0.99996804
 KV6799!UTM  18      -   1.00000144  x   0.99960825  =   0.99960969
 KV6799
 KV6799                          SUPERSEDED SURVEY CONTROL
 KV6799
 KV6799  NAD 83(1986)-  40 14 03.13506(N)    074 41 44.37130(W) AD(       ) 1
 KV6799  NGVD 29 (09/20/93)   24.2    (m)           79.     (f) GPS OBS        
 KV6799
 KV6799.Superseded values are not recommended for survey control.
 KV6799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6799.See file dsdata.txt to determine how the superseded data were derived.
 KV6799
 KV6799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2589053797(NAD 83)
 KV6799_MARKER: DD = SURVEY DISK
 KV6799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6799_SP_SET: CONCRETE POST
 KV6799_STAMPING: 2186
 KV6799_MARK LOGO: NJGS  
 KV6799_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6799+STABILITY: SURFACE MOTION
 KV6799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6799+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1991
 KV6799
 KV6799  HISTORY     - Date     Condition        Report By
 KV6799  HISTORY     - UNK      MONUMENTED       NJGS
 KV6799  HISTORY     - 19900420 GOOD
 KV6799  HISTORY     - 19911203 SEE DESCRIPTION  NJGS
 KV6799  HISTORY     - 20020519 POOR             INDIV
 KV6799
 KV6799                          STATION DESCRIPTION
 KV6799
 KV6799'DESCRIBED 1990
 KV6799'RECOVERED IN GOOD CONDITION.
 KV6799
 KV6799                          STATION RECOVERY (1991)
 KV6799
 KV6799'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV6799'THE STATION IS LOCATED IN HAMILTON TOWNSHIP IN MERCERVILLE, ON THE
 KV6799'SOUTHWEST CORNER OF THE TEE JUNCTION NOTTINGHAM WAY, STATE HIGHWAY 33
 KV6799'AND CRESCENT AVENUE.  THE STATION IS SET IN THE NORTHEAST CORNER OF
 KV6799'THE BITUMINOUS PARKING LOT OF CARELLAS CANDY AND CARD STORE.  TO
 KV6799'REACH THE STATION FROM FIVE POINT JUNCTION OF NOTTINGHAM WAY,
 KV6799'QUAKERBRIDGE ROAD AND EDINBURG ROAD, GO 0.7 KM (0.45 MI) WEST ON
 KV6799'NOTTINGHAM WAY TO THE STATION ON THE LEFT.  THE STATION IS 4.0 FT
 KV6799'(1.2 M) SOUTH FROM A STREET SIGN, 10.7 FT (3.3 M) SOUTH FROM POLE
 KV6799'68048, 13.8 FT (4.2 M) SOUTH FROM THE CENTERLINE OF NOTTINGHAM WAY,
 KV6799'13.0 FT (4.0 M) WEST FROM THE WEST CURBLINE OF CRESCENT AVENUE AND
 KV6799'33.0 FT (10.1 M) WEST FROM THE CENTERLINE OF CRESCENT AVENUE.  THE
 KV6799'STATION PROJECTS 0.1 FT (0.0 M) ABOVE THE PAVING. THE CONCRETE HAS
 KV6799'BEEN CHIPPED OFF AROUND THE EDGE OF THE MONUMENT, BUT THE DISK IS
 KV6799'STILL INTACT.
 KV6799
 KV6799                          STATION RECOVERY (2002)
 KV6799
 KV6799'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (PC)
 KV6799'LOCATED IN A PARKING LOT OF CARELLA HALLMARK IN HAMILTON, NJ THIS DISK
 KV6799'HAS SUFFERED FROM BEING SET IN THE GROUND.  THE DISK IS STILL PRESENT
 KV6799'BUT, THE BOTTOM HALF OF THE DISK HAS BEEN SCRATCHED AND MADE
 KV6799'UNREADABLE.  THE TOP HALF IS IN POOR BUT READABLE CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6800 ***********************************************************************
 KV6800  DESIGNATION -  2191
 KV6800  PID         -  KV6800
 KV6800  STATE/COUNTY-  NJ/MERCER
 KV6800  USGS QUAD   -  TRENTON EAST (1981)
 KV6800
 KV6800                         *CURRENT SURVEY CONTROL
 KV6800  ___________________________________________________________________
 KV6800* NAD 83(1996)-  40 13 48.22112(N)    074 43 27.54797(W)     ADJUSTED  
 KV6800* NAVD 88     -        14.9    (meters)      49.     (feet)  GPS OBS   
 KV6800  ___________________________________________________________________
 KV6800  X           -   1,284,710.358 (meters)                     COMP
 KV6800  Y           -  -4,703,953.652 (meters)                     COMP
 KV6800  Z           -   4,097,509.636 (meters)                     COMP
 KV6800  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 KV6800  ELLIP HEIGHT-         -18.19  (meters)          (10/23/02) GPS OBS
 KV6800  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KV6800
 KV6800  HORZ ORDER  -  FIRST
 KV6800  ELLP ORDER  -  FOURTH    CLASS I
 KV6800
 KV6800.The horizontal coordinates were established by GPS observations
 KV6800.and adjusted by the National Geodetic Survey in May 1999..
 KV6800
 KV6800.The orthometric height was determined by GPS observations and a
 KV6800.high-resolution geoid model.
 KV6800
 KV6800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6800
 KV6800.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6800
 KV6800.The ellipsoidal height was determined by GPS observations
 KV6800.and is referenced to NAD 83.
 KV6800
 KV6800.The geoid height was determined by GEOID03.
 KV6800
 KV6800;                    North         East     Units Scale Factor Converg.
 KV6800;SPC NJ       -   155,081.282   130,910.887   MT  0.99990448   -0 08 41.6
 KV6800;SPC NJ       -   508,795.84    429,496.80   sFT  0.99990448   -0 08 41.6
 KV6800;SPC PA S     -   103,978.513   857,446.485   MT  0.99996688   +1 57 46.9
 KV6800;SPC PA S     -   341,136.17  2,813,139.01   sFT  0.99996688   +1 57 46.9
 KV6800;UTM  18      - 4,453,328.736   523,452.909   MT  0.99960677   +0 10 41.0
 KV6800
 KV6800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6800!SPC NJ       -   1.00000285  x   0.99990448  =   0.99990733
 KV6800!SPC PA S     -   1.00000285  x   0.99996688  =   0.99996973
 KV6800!UTM  18      -   1.00000285  x   0.99960677  =   0.99960962
 KV6800
 KV6800                          SUPERSEDED SURVEY CONTROL
 KV6800
 KV6800  ELLIP H (05/14/99)  -18.18   (m)                       GP(       ) 4 1
 KV6800  NAD 83(1986)-  40 13 48.22106(N)    074 43 27.55052(W) AD(       ) 1
 KV6800  NGVD 29 (09/20/93)   15.2    (m)           50.     (f) GPS OBS        
 KV6800
 KV6800.Superseded values are not recommended for survey control.
 KV6800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6800.See file dsdata.txt to determine how the superseded data were derived.
 KV6800
 KV6800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2345353329(NAD 83)
 KV6800_MARKER: DD = SURVEY DISK
 KV6800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6800_SP_SET: CONCRETE POST
 KV6800_STAMPING: 2191
 KV6800_MARK LOGO: NJGS  
 KV6800_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6800+STABILITY: SURFACE MOTION
 KV6800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6800+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1992
 KV6800
 KV6800  HISTORY     - Date     Condition        Report By
 KV6800  HISTORY     - 1935     MONUMENTED       NJGS
 KV6800  HISTORY     - 19900404 GOOD             NJGS
 KV6800  HISTORY     - 19920821 GOOD             NJGS
 KV6800
 KV6800                          STATION DESCRIPTION
 KV6800
 KV6800'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6800'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, ON THE SOUTHEAST SIDE OF
 KV6800'GREENWOOD AVENUE, STATE HIGHWAY 33, BETWEEN THE CURB AND SIDEWALK AT
 KV6800'THE GREENWOOD SCHOOL PLAYGROUND.  TO REACH THE STATION FROM FIVE
 KV6800'POINTS IN MERCERVILLE, GO 3.4 KM (2.10 MI) WEST ON STATE HIGHWAY 33
 KV6800'TO THE GREENWOOD SCHOOL AND THE STATION ON THE LEFT.  THE STATION IS
 KV6800'5.6 M (18.4 FT) SOUTHEAST OF THE GREENWOOD AVENUE CENTERLINE, 44.4 M
 KV6800'(145.7 FT) NORTHEAST OF THE DICKINSON STREET CENTERLINE, 0.49 M
 KV6800'(1.61 FT) SOUTHEAST OF THE CURB, 13.95 M (45.77 FT) NORTHEAST OF THE
 KV6800'NORTHEAST CORNER OF A 2.5 STORY FRAME HOUSE, NUMBER 2047 AND 7.45 M
 KV6800'(24.44 FT) EAST NORTHEAST OF POLE 61073 HM.  THE STATION IS FLUSH
 KV6800'WITH THE GROUND.
 KV6800
 KV6800                          STATION RECOVERY (1992)
 KV6800
 KV6800'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV6800'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, ON THE SOUTHEAST SIDE OF
 KV6800'GREENWOOD AVENUE, STATE HIGHWAY 33.  TO REACH THE STATION FROM FIVE
 KV6800'POINTS IN MERCERVILLE, GO 2.1 MI (3.4 KM) WEST ON STATE HIGHWAY 33 TO
 KV6800'THE GREENWOOD SCHOOL AND THE STATION ON THE LEFT, SET BETWEEN THE
 KV6800'CURB AND SIDEWALK.  THE STATION IS 18.4 FT (5.6 M) SOUTHEAST FROM THE
 KV6800'CENTERLINE OF GREENWOOD AVENUE, 145.7 FT (44.4 M) NORTHEAST FROM THE
 KV6800'CENTERLINE OF DICKINSON AVENUE, 1.61 FT (0.49 M) SOUTHEAST FROM THE
 KV6800'EAST CURB OF GREENWOOD AVENUE, 45.8 FT (14.0 M) NORTHEAST FROM THE
 KV6800'NORTHEAST CORNER OF A TWO AND ONE HALF STORY FRAME DWELLING, NUMBER
 KV6800'2047 AND 24.4 FT (7.4 M) EAST NORTHEAST FROM POLE NUMBER 61073HM.
 KV6800'THE STATION IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8480 ***********************************************************************
 AI8480  DESIGNATION -  2200 A
 AI8480  PID         -  AI8480
 AI8480  STATE/COUNTY-  NJ/OCEAN
 AI8480  USGS QUAD   -  POINT PLEASANT (1989)
 AI8480
 AI8480                         *CURRENT SURVEY CONTROL
 AI8480  ___________________________________________________________________
 AI8480* NAD 83(1986)-  40 05 47.     (N)    074 03 02.     (W)     SCALED    
 AI8480* NAVD 88     -         2.922  (meters)       9.59   (feet)  ADJUSTED  
 AI8480  ___________________________________________________________________
 AI8480  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 AI8480  DYNAMIC HT  -           2.921 (meters)       9.58  (feet)  COMP
 AI8480  MODELED GRAV-     980,157.0   (mgal)                       NAVD 88
 AI8480
 AI8480  VERT ORDER  -  FIRST     CLASS II
 AI8480
 AI8480.The horizontal coordinates were scaled from a topographic map and have
 AI8480.an estimated accuracy of +/- 6 seconds.
 AI8480
 AI8480.The orthometric height was determined by differential leveling
 AI8480.and adjusted by the National Geodetic Survey in March 2001..
 AI8480
 AI8480.The geoid height was determined by GEOID03.
 AI8480
 AI8480.The dynamic height is computed by dividing the NAVD 88
 AI8480.geopotential number by the normal gravity value computed on the
 AI8480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8480.degrees latitude (g = 980.6199 gals.).
 AI8480
 AI8480.The modeled gravity was interpolated from observed gravity values.
 AI8480
 AI8480;                    North         East    Units  Estimated Accuracy
 AI8480;SPC NJ       -   140,310.      188,320.      MT  (+/- 180 meters Scaled)
 AI8480
 AI8480                          SUPERSEDED SURVEY CONTROL
 AI8480
 AI8480.No superseded survey control is available for this station.
 AI8480
 AI8480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK809388(NAD 83)
 AI8480_MARKER: DD = SURVEY DISK
 AI8480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8480_STAMPING: 2200 A
 AI8480_MARK LOGO: NJGS  
 AI8480_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8480+STABILITY: SURFACE MOTION
 AI8480_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8480+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2001
 AI8480
 AI8480  HISTORY     - Date     Condition        Report By
 AI8480  HISTORY     - 1953     MONUMENTED       NJGS
 AI8480  HISTORY     - 19980622 GOOD             NJGS
 AI8480  HISTORY     - 20010417 GOOD             NJGS
 AI8480
 AI8480                          STATION DESCRIPTION
 AI8480
 AI8480'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI8480'THE STATION IS LOCATED IN THE BOROUGH OF POINT PLEASANT BEACH ON THE
 AI8480'NORTHWEST SIDE OF THE SOUTHBOUND LANES OF STATE ROUTE 35.  TO REACH
 AI8480'THE STATION FROM THE CENTER OF THE BRIDGE CARRYING STATE ROUTE 35 OVER
 AI8480'THE MANASQUAN RIVER, GO SOUTHEAST ON STATE ROUTE 35 FOR ABOUT 0.5 MI
 AI8480'(0.8 KM) TO THE STATION ON THE RIGHT, SET FLUSH WITH THE GROUND
 AI8480'BETWEEN THE CURB AND SIDEWALK WITHIN THE BOUNDARY OF A TRIANGULAR
 AI8480'SHAPED LANDSCAPED PARK, BOUNDED ON THE EAST BY THE SOUTHBOUND LANES OF
 AI8480'STATE ROUTE 35 AND ON THE WEST BY RIVER AVENUE. THE STATION IS 7.7 M
 AI8480'(25.3 FT) SOUTHEAST FROM A CONSPICUOUS 12 FT (3.7 M) DIAMETER TREE IN
 AI8480'THE CENTER OF THE LANDSCAPED PARK.
 AI8480
 AI8480                          STATION RECOVERY (2001)
 AI8480
 AI8480'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 AI8480'RECOVERED WITH THE FOLLOWING CHANGES.  THE SIDEWALK HAS BEEN REMOVED.
 AI8480'THE STATION IS 1 FT WEST FROM THE CURB LINE, AND THE CONSPICUOUS TREE
 AI8480'IS 3.7 FT IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0851 ***********************************************************************
 KV0851  DESIGNATION -  2205 NJGS
 KV0851  PID         -  KV0851
 KV0851  STATE/COUNTY-  NJ/OCEAN
 KV0851  USGS QUAD   -  POINT PLEASANT (1989)
 KV0851
 KV0851                         *CURRENT SURVEY CONTROL
 KV0851  ___________________________________________________________________
 KV0851* NAD 83(1996)-  40 04 01.81454(N)    074 02 39.77723(W)     ADJUSTED  
 KV0851* NAVD 88     -         1.508  (meters)       4.95   (feet)  ADJUSTED  
 KV0851  ___________________________________________________________________
 KV0851  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 KV0851  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV0851  DYNAMIC HT  -           1.507 (meters)       4.94  (feet)  COMP
 KV0851  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 KV0851
 KV0851  HORZ ORDER  -  SECOND
 KV0851  VERT ORDER  -  FIRST     CLASS I
 KV0851
 KV0851.The horizontal coordinates were established by classical geodetic methods
 KV0851.and adjusted by the National Geodetic Survey in September 1999..
 KV0851
 KV0851.The orthometric height was determined by differential leveling
 KV0851.and adjusted by the National Geodetic Survey in June 1991..
 KV0851
 KV0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0851
 KV0851.The geoid height was determined by GEOID03.
 KV0851
 KV0851.The dynamic height is computed by dividing the NAVD 88
 KV0851.geopotential number by the normal gravity value computed on the
 KV0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0851.degrees latitude (g = 980.6199 gals.).
 KV0851
 KV0851.The modeled gravity was interpolated from observed gravity values.
 KV0851
 KV0851;                    North         East     Units Scale Factor Converg.
 KV0851;SPC NJ       -   137,071.448   188,864.965   MT  0.99991859   +0 17 35.8
 KV0851;SPC NJ       -   449,708.58    619,634.47   sFT  0.99991859   +0 17 35.8
 KV0851;UTM  18      - 4,435,650.016   581,491.890   MT  0.99968175   +0 36 54.5
 KV0851
 KV0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0851!SPC NJ       -   1.00000495  x   0.99991859  =   0.99992353
 KV0851!UTM  18      -   1.00000495  x   0.99968175  =   0.99968669
 KV0851
 KV0851                          SUPERSEDED SURVEY CONTROL
 KV0851
 KV0851  NAD 83(1986)-  40 04 01.80908(N)    074 02 39.77288(W) AD(       ) 2
 KV0851  NAD 27      -  40 04 01.39320(N)    074 02 41.27980(W) AD(       ) 2
 KV0851  NGVD 29 (04/16/92)    1.846  (m)            6.06   (f) ADJUSTED    1 1
 KV0851
 KV0851.Superseded values are not recommended for survey control.
 KV0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0851.See file dsdata.txt to determine how the superseded data were derived.
 KV0851
 KV0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8149235650(NAD 83)
 KV0851_MARKER: DD = SURVEY DISK
 KV0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0851_STAMPING: 2205
 KV0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0851+STABILITY: SURFACE MOTION
 KV0851
 KV0851  HISTORY     - Date     Condition        Report By
 KV0851  HISTORY     - 1962     MONUMENTED       NJGS
 KV0851  HISTORY     - 1964     GOOD             CGS
 KV0851  HISTORY     - 1979     GOOD             NGS
 KV0851  HISTORY     - 1984     GOOD             USPSQD
 KV0851  HISTORY     - 1987     GOOD             USPSQD
 KV0851  HISTORY     - 1987     GOOD             USPSQD
 KV0851  HISTORY     - 1990     GOOD             USPSQD
 KV0851
 KV0851                          STATION DESCRIPTION
 KV0851
 KV0851'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1962 (VBM)
 KV0851'THE STATION IS LOCATED IN THE 500 BLOCK ON THE EAST SIDE OF
 KV0851'MAIN AVENUE AND IS ON THE WEST SIDE OF A HOUSE AT 544 EAST
 KV0851'AVENUE IN BAY HEAD.  IT IS A U.S. COAST AND GEODETIC SURVEY
 KV0851'AND STATE SURVEY DISK STAMPED 2205, SET IN THE TOP OF A CONCRETE
 KV0851'POST THAT IS 8 INCHES IN DIAMETER AND IS FLUSH WITH THE
 KV0851'GROUND.  IT IS 23.5 FEET EAST OF THE CENTERLINE OF MAIN
 KV0851'AVENUE, 11 FEET WEST OF A WOODEN FENCE, 4 FEET EAST OF THE EAST
 KV0851'CURB ON MAIN AVENUE AND 2 FEET WEST OF THE WEST EDGE OF A
 KV0851'SIDEWALK.
 KV0851'
 KV0851'A TRAVERSE CONNECTION WAS MADE FROM STATION BAY HEAD 1932 TO
 KV0851'2205 (N.J. GEOD. S.) MARK.  THE DISTANCE IS 114.79 FEET AND
 KV0851'34.9876 METERS.
 KV0851
 KV0851                          STATION RECOVERY (1964)
 KV0851
 KV0851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0851'AT BAY HEAD.
 KV0851'AT BAY HEAD, ABOUT 0.15 MILE EAST ALONG BRIDGE AVENUE FROM THE
 KV0851'POST OFFICE, THENCE 0.2 MILE SOUTH ALONG MAIN AVENUE,
 KV0851'(STATE HIGHWAY 35), 114.8 FEET WEST OF TRIANGULATION STATION
 KV0851'BAY HEAD DESCRIBED, 85.5 FEET NORTH OF A FIRE HYDRANT, 23.5 FEET
 KV0851'EAST OF THE CENTER LINE OF MAIN AVENUE, 4 FEET EAST OF THE EAST
 KV0851'CURB OF AVENUE, 11 FEET WEST OF A WOODEN FENCE, 2 FEET WEST OF
 KV0851'THE WEST EDGE OF A CONCRETE SIDEWALK, ABOUT LEVEL WITH THE
 KV0851'SIDEWALK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KV0851'GROUND.
 KV0851
 KV0851                          STATION RECOVERY (1979)
 KV0851
 KV0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0851'NOTE--MARK IS NOW SURROUNDED BY DRIVEWAY LEADING TO HOUSE NUMBER 551.
 KV0851
 KV0851                          STATION RECOVERY (1984)
 KV0851
 KV0851'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV0851'STATION FOUND GOOD.
 KV0851'
 KV0851'RECOVERED - SET IN CONCRETE DRIVEWAY AT 555 MAIN AVE (RTE 35).
 KV0851
 KV0851                          STATION RECOVERY (1987)
 KV0851
 KV0851'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0851'RECOVERED IN GOOD CONDITION.
 KV0851
 KV0851                          STATION RECOVERY (1987)
 KV0851
 KV0851'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0851'RECOVERED IN GOOD CONDITION.
 KV0851
 KV0851                          STATION RECOVERY (1990)
 KV0851
 KV0851'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4233 ***********************************************************************
 JU4233  DESIGNATION -  2240
 JU4233  PID         -  JU4233
 JU4233  STATE/COUNTY-  NJ/OCEAN
 JU4233  USGS QUAD   -  FORKED RIVER (1989)
 JU4233
 JU4233                         *CURRENT SURVEY CONTROL
 JU4233  ___________________________________________________________________
 JU4233* NAD 83(1996)-  39 51 32.77469(N)    074 10 32.92574(W)     ADJUSTED  
 JU4233* NAVD 88     -        10.214  (meters)      33.51   (feet)  ADJUSTED  
 JU4233  ___________________________________________________________________
 JU4233  X           -   1,336,908.208 (meters)                     COMP
 JU4233  Y           -  -4,716,932.168 (meters)                     COMP
 JU4233  Z           -   4,065,974.446 (meters)                     COMP
 JU4233  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 JU4233  ELLIP HEIGHT-         -22.89  (meters)          (10/23/02) GPS OBS
 JU4233  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU4233  DYNAMIC HT  -          10.210 (meters)      33.50  (feet)  COMP
 JU4233  MODELED GRAV-     980,164.3   (mgal)                       NAVD 88
 JU4233
 JU4233  HORZ ORDER  -  FIRST
 JU4233  VERT ORDER  -  FIRST     CLASS II
 JU4233  ELLP ORDER  -  FOURTH    CLASS I
 JU4233
 JU4233.The horizontal coordinates were established by GPS observations
 JU4233.and adjusted by the National Geodetic Survey in May 1999..
 JU4233
 JU4233.The orthometric height was determined by differential leveling
 JU4233.and adjusted by the National Geodetic Survey in January 1994..
 JU4233
 JU4233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4233
 JU4233.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4233
 JU4233.The ellipsoidal height was determined by GPS observations
 JU4233.and is referenced to NAD 83.
 JU4233
 JU4233.The geoid height was determined by GEOID03.
 JU4233
 JU4233.The dynamic height is computed by dividing the NAVD 88
 JU4233.geopotential number by the normal gravity value computed on the
 JU4233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4233.degrees latitude (g = 980.6199 gals.).
 JU4233
 JU4233.The modeled gravity was interpolated from observed gravity values.
 JU4233
 JU4233;                    North         East     Units Scale Factor Converg.
 JU4233;SPC NJ       -   113,922.130   177,737.670   MT  0.99990947   +0 12 28.0
 JU4233;SPC NJ       -   373,759.52    583,127.67   sFT  0.99990947   +0 12 28.0
 JU4233;UTM  18      - 4,412,444.318   570,497.201   MT  0.99966118   +0 31 41.7
 JU4233
 JU4233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4233!SPC NJ       -   1.00000359  x   0.99990947  =   0.99991306
 JU4233!UTM  18      -   1.00000359  x   0.99966118  =   0.99966477
 JU4233
 JU4233                          SUPERSEDED SURVEY CONTROL
 JU4233
 JU4233  ELLIP H (05/14/99)  -22.91   (m)                       GP(       ) 4 1
 JU4233  NAD 83(1986)-  39 51 32.76982(N)    074 10 32.92492(W) AD(       ) 1
 JU4233  ELLIP H (03/31/93)  -22.87   (m)                       GP(       ) 3 2
 JU4233  NGVD 29 (01/10/92)   10.586  (m)           34.73   (f) ADJUSTED    1 2
 JU4233
 JU4233.Superseded values are not recommended for survey control.
 JU4233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4233.See file dsdata.txt to determine how the superseded data were derived.
 JU4233
 JU4233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7049712444(NAD 83)
 JU4233_MARKER: DD = SURVEY DISK
 JU4233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4233_SP_SET: CONCRETE POST
 JU4233_STAMPING: 2240
 JU4233_MARK LOGO: NJGS  
 JU4233_PROJECTION: FLUSH
 JU4233_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4233+STABILITY: SURFACE MOTION
 JU4233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4233+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005
 JU4233
 JU4233  HISTORY     - Date     Condition        Report By
 JU4233  HISTORY     - 1935     MONUMENTED       NJGS
 JU4233  HISTORY     - 19910222 GOOD             NJGS
 JU4233  HISTORY     - 19910312 GOOD             NJGS
 JU4233  HISTORY     - 19980303 GOOD             STEWRT
 JU4233  HISTORY     - 20050309 GOOD             INDIV
 JU4233
 JU4233                          STATION DESCRIPTION
 JU4233
 JU4233'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 JU4233'THE STATION IS LOCATED IN LACEY TOWNSHIP, ON THE SOUTHEAST SIDE OF
 JU4233'U.S. HIGHWAY 9.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 JU4233'HIGHWAY 9 AND LACEY ROAD, COUNTY ROAD 614, IN THE TOWN OF FORKED
 JU4233'RIVER, PROCEED 2.56 KM (1.59 MI) NORTH NORTHEAST ON HIGHWAY 9 TO THE
 JU4233'STATION ON THE RIGHT.  THE STATION IS SOUTHEAST AND ACROSS THE
 JU4233'HIGHWAY FROM A 2.5 STORY FRAME HOUSE, NUMBER 602, AND ALSO SOUTH OF
 JU4233'AND ACROSS THE HIGHWAY FROM A GULF SERVICE STATION.  THE STATION IS
 JU4233'SET AT THE SOUTHEAST EDGE OF PAVING OF HIGHWAY 9, 6.45 M (21.16 FT)
 JU4233'SOUTHEAST OF THE CENTERLINE OF HIGHWAY 9, 0.3 M (1.0 FT) SOUTHEAST OF
 JU4233'THE EDGE OF PAVING OF THE HIGHWAY, 5.0 M (16.4 FT) NORTHEAST OF GUY
 JU4233'POLE BT 1836 S, 75.5 M (247.7 FT) NORTHEAST OF THE CENTERLINE OF A
 JU4233'PAVED ROAD WITH NO NAME LEADING EAST, 13.9 M (45.6 FT) SOUTHWEST OF
 JU4233'POLE NUMBER JC 300 L, 9.6 M (31.5 FT) SOUTHWEST OF THE RANGE OF THE
 JU4233'NORTHEAST SIDE OF HOUSE NUMBER 602, 3.4 M (11.2 FT) WEST OF A LITTER
 JU4233'FINE SIGN, 10.7 M (35.1 FT) NORTHEAST OF THE CENTER OF THE
 JU4233'SOUTHWESTERLY OF TWO BELL TELPHONE MANHOLES, 18.8 M (61.7 FT) NORTH
 JU4233'OF A LACEY MUNICIPAL UTILITIES AUTHORITY MANHOLE AND RECESSED 0.05 M
 JU4233'(0.16 FT) BELOW THE ROAD PAVING.
 JU4233
 JU4233                          STATION RECOVERY (1991)
 JU4233
 JU4233'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 JU4233'THE STATION IS LOCATED IN LACEY TOWNSHIP ON THE SOUTHEAST SIDE OF U.S.
 JU4233'HIGHWAY 9.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 9
 JU4233'AND LACEY ROAD, COUNTY ROAD 614, IN THE TOWN OF FORKED RIVER, PROCEED
 JU4233'2.56 KM (1.59 MI) NORTH NORTHEAST ON U.S. HIGHWAY 9 TO THE STATION ON
 JU4233'THE RIGHT.  THE STATION IS SOUTHEAST AND ACROSS THE HIGHWAY FROM A
 JU4233'2.5 STORY FRAME HOUSE, NUMBER 602, AND ALSO SOUTH OF AND ACROSS THE
 JU4233'HIGHWAY FROM A GULF SERVICE STATION. THE STATION IS SET AT THE
 JU4233'SOUTHEAST EDGE OF PAVING OF U.S. HIGHWAY 9, 6.45 M (21.16 FT)
 JU4233'SOUTHEAST FROM THE CENTERLINE OF U.S. HIGHWAY 9, 0.3 M (1.0 FT)
 JU4233'SOUTHEAST FROM THE EDGE OF PAVING OF THE HIGHWAY, 5.0 M (16.4 FT)
 JU4233'NORTHEAST OF GUY POLE BT 1836 S, 75.5 M (247.7 FT) NORTHEAST OF THE
 JU4233'CENTERLINE OF A PAVED ROAD WITH NO NAME LEADING EAST, 13.9 M
 JU4233'(45.6 FT) SOUTHWEST OF POLE JC 300 L, 9.6 M (31.5 FT) SOUTHWEST OF
 JU4233'THE RANGE OF THE NORTHEAST SIDE OF HOUSE NUMBER 602, 3.4 M (11.2 FT)
 JU4233'WEST OF A LITTER FINE SIGN, 10.7 M (35.1 FT) NORTHEAST OF THE CENTER
 JU4233'OF THE SOUTHWESTERLY OF TWO BELL TELEPHONE MANHOLES, 18.8 M
 JU4233'(61.7 FT) NORTH OF A LACEY MUNICIPAL UTILITIES AUTHORITY MANHOLE AND
 JU4233'RECESSED 0.05 M (0.16 FT) BELOW THE PAVING.
 JU4233
 JU4233                          STATION RECOVERY (1998)
 JU4233
 JU4233'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1998 (JMS)
 JU4233'NO CHANGE.
 JU4233
 JU4233                          STATION RECOVERY (2005)
 JU4233
 JU4233'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (GE)
 JU4233'RECOVERED BY MASER CONSULTING NO CHANGES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0052 ***********************************************************************
 JU0052  DESIGNATION -  2241
 JU0052  PID         -  JU0052
 JU0052  STATE/COUNTY-  NJ/OCEAN
 JU0052  USGS QUAD   -  FORKED RIVER (1989)
 JU0052
 JU0052                         *CURRENT SURVEY CONTROL
 JU0052  ___________________________________________________________________
 JU0052* NAD 83(1986)-  39 51 23.     (N)    074 10 47.     (W)     SCALED    
 JU0052* NAVD 88     -        10.805  (meters)      35.45   (feet)  ADJUSTED  
 JU0052  ___________________________________________________________________
 JU0052  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU0052  DYNAMIC HT  -          10.800 (meters)      35.43  (feet)  COMP
 JU0052  MODELED GRAV-     980,164.5   (mgal)                       NAVD 88
 JU0052
 JU0052  VERT ORDER  -  FIRST     CLASS I
 JU0052
 JU0052.The horizontal coordinates were scaled from a topographic map and have
 JU0052.an estimated accuracy of +/- 6 seconds.
 JU0052
 JU0052.The orthometric height was determined by differential leveling
 JU0052.and adjusted by the National Geodetic Survey in June 1991..
 JU0052
 JU0052.The geoid height was determined by GEOID03.
 JU0052
 JU0052.The dynamic height is computed by dividing the NAVD 88
 JU0052.geopotential number by the normal gravity value computed on the
 JU0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0052.degrees latitude (g = 980.6199 gals.).
 JU0052
 JU0052.The modeled gravity was interpolated from observed gravity values.
 JU0052
 JU0052;                    North         East    Units  Estimated Accuracy
 JU0052;SPC NJ       -   113,620.      177,400.      MT  (+/- 180 meters Scaled)
 JU0052
 JU0052                          SUPERSEDED SURVEY CONTROL
 JU0052
 JU0052  NGVD 29 (04/16/92)   11.177  (m)           36.67   (f) ADJUSTED    1 1
 JU0052
 JU0052.Superseded values are not recommended for survey control.
 JU0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0052.See file dsdata.txt to determine how the superseded data were derived.
 JU0052
 JU0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK701121(NAD 83)
 JU0052_MARKER: DD = SURVEY DISK
 JU0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0052_SP_SET: CONCRETE POST
 JU0052_STAMPING: 2241
 JU0052_MARK LOGO: NJGS  
 JU0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0052+STABILITY: SURFACE MOTION
 JU0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0052+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 JU0052
 JU0052  HISTORY     - Date     Condition        Report By
 JU0052  HISTORY     - UNK      MONUMENTED       NJGS
 JU0052  HISTORY     - 1964     GOOD             CGS
 JU0052  HISTORY     - 1979     GOOD             NGS
 JU0052  HISTORY     - 1987     GOOD             USPSQD
 JU0052  HISTORY     - 19910312 GOOD             NJGS
 JU0052
 JU0052                          STATION DESCRIPTION
 JU0052
 JU0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0052'1.5 MI NE FROM FORKED RIVER.
 JU0052'ABOUT 1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 9 FROM THE POST
 JU0052'OFFICE AT FORKED RIVER, 120 YARDS NORTHEAST OF THE LANOKA HARBOR
 JU0052'POST OFFICE, 160 FEET NORTH OF THE CENTER OF THE JUNCTION OF THE
 JU0052'NORTHEAST ONE OF TWO BLACK TOP ROADS LEADING TO THE GOOD LUCK
 JU0052'CEMETERY, 33.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JU0052'15 1/2 FEET WEST OF CABLE LINE POLE 1826, ABOUT LEVEL WITH THE
 JU0052'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 JU0052
 JU0052                          STATION RECOVERY (1979)
 JU0052
 JU0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0052'NOTE--MARK IS NOW 1 FOOT BELOW GROUND, 3 FEET NORTHEAST OF THE EAST
 JU0052'METAL POLE SUPPORTING SIGN, AS GARDEN CENTER PLANT SUPPLYS.
 JU0052
 JU0052                          STATION RECOVERY (1987)
 JU0052
 JU0052'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0052'RECOVERED IN GOOD CONDITION.
 JU0052
 JU0052                          STATION RECOVERY (1991)
 JU0052
 JU0052'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 JU0052'THE STATION IS LOCATED IN LACEY TOWNSHIP ON THE NORTHWEST SIDE OF U.S.
 JU0052'HIGHWAY 9. THE STATION IS AT THE SOUTHWEST CORNER OF U.S. HIGHWAY 9
 JU0052'AND HAINES STREET, ABOUT 118.0 FT (36.0 M) SOUTH OF THE CENTERLINE OF
 JU0052'HAINES STREET.  TO REACH THE STATION FROM THE U.S. POST OFFICE IN
 JU0052'FORKED RIVER, GO 1.5 MI (2.4 KM) NORTHEAST ON U.S. HIGHWAY 9 TO THE
 JU0052'STATION ON THE LEFT. THE STATION IS ALSO 0.06 MI (0.10 KM) NORTHEAST
 JU0052'OF THE LANOKA HARBOR POST OFFICE.  THE STATION IS 160 FT (48.8 M)
 JU0052'NORTH OF THE CENTER OF THE JUNCTION OF THE NORTHEASTERLY OF TWO
 JU0052'ASPHALT PAVED ROADS LEADING TO THE GOOD LUCK CEMETERY, 33.0 FT
 JU0052'(10.1 M) NORTHWEST OF THE CENTER OF U.S. HIGHWAY 9, 15.5 FT (4.7 M)
 JU0052'WEST OF POLE NUMBER 1826, AND 3.0 FT (0.9 M) NORTHEAST OF THE EAST
 JU0052'METAL POLE FOR A SIGN. THE STATION IS SET IN A GRAVEL LANDSCAPED AREA
 JU0052'AND ABOUT 1.0 FT (0.3 M) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9350 ***********************************************************************
 AI9350  DESIGNATION -  2248
 AI9350  PID         -  AI9350
 AI9350  STATE/COUNTY-  NJ/OCEAN
 AI9350  USGS QUAD   -  FORKED RIVER (1989)
 AI9350
 AI9350                         *CURRENT SURVEY CONTROL
 AI9350  ___________________________________________________________________
 AI9350* NAD 83(1986)-  39 47 03.     (N)    074 12 06.     (W)     SCALED    
 AI9350* NAVD 88     -         6.681  (meters)      21.92   (feet)  ADJUSTED  
 AI9350  ___________________________________________________________________
 AI9350  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 AI9350  DYNAMIC HT  -           6.678 (meters)      21.91  (feet)  COMP
 AI9350  MODELED GRAV-     980,170.4   (mgal)                       NAVD 88
 AI9350
 AI9350  VERT ORDER  -  FIRST     CLASS II
 AI9350
 AI9350.The horizontal coordinates were scaled from a topographic map and have
 AI9350.an estimated accuracy of +/- 6 seconds.
 AI9350
 AI9350.The orthometric height was determined by differential leveling
 AI9350.and adjusted by the National Geodetic Survey in March 2001..
 AI9350
 AI9350.The geoid height was determined by GEOID03.
 AI9350
 AI9350.The dynamic height is computed by dividing the NAVD 88
 AI9350.geopotential number by the normal gravity value computed on the
 AI9350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9350.degrees latitude (g = 980.6199 gals.).
 AI9350
 AI9350.The modeled gravity was interpolated from observed gravity values.
 AI9350
 AI9350;                    North         East    Units  Estimated Accuracy
 AI9350;SPC NJ       -   105,600.      175,550.      MT  (+/- 180 meters Scaled)
 AI9350
 AI9350                          SUPERSEDED SURVEY CONTROL
 AI9350
 AI9350.No superseded survey control is available for this station.
 AI9350
 AI9350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK683041(NAD 83)
 AI9350_MARKER: DD = SURVEY DISK
 AI9350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9350_STAMPING: 2248
 AI9350_MARK LOGO: NJGS  
 AI9350_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9350+STABILITY: SURFACE MOTION
 AI9350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9350+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1998
 AI9350
 AI9350  HISTORY     - Date     Condition        Report By
 AI9350  HISTORY     - 1948     MONUMENTED       NJGS
 AI9350  HISTORY     - 19980406 GOOD             NJGS
 AI9350
 AI9350                          STATION DESCRIPTION
 AI9350
 AI9350'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 AI9350'THE STATION IS LOCATED IN OCEAN TOWNSHIP ON THE NORTHWEST SIDE OF U.S.
 AI9350'HIGHWAY 9.  TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 AI9350'9 AND WELLS MILLS ROAD, COUNTY ROAD 532 TO THE WEST AND BRYANT ROAD TO
 AI9350'THE EAST, GO SOUTH ON U.S.  HIGHWAY 9 FOR 0.8 MI (1.3 KM) TO THE
 AI9350'STATION ON THE RIGHT, SET ABOUT 0.3 FT (9.1 CM) BELOW THE GROUND,
 AI9350'OPPOSITE AND ACROSS THE ROAD FROM THE BARNEGAT BAY ASSEMBLY OF GOD
 AI9350'CHURCH, A ONE STORY RECTANGULAR FRAME BUILDING.  THE STATION IS 10.8 M
 AI9350'(35.4 FT) NORTHEAST FROM POLE NUMBER S 145-2 JC 82 ON BT 1565 12, 8.2
 AI9350'M (26.9 FT) NORTHWEST FROM THE CENTERLINE OF U.S. HIGHWAY 9 AND 31.7 M
 AI9350'(104.0 FT) SOUTHWEST FROM POLE NUMBER S 145-2 JC 81 ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0072 ***********************************************************************
 JU0072  DESIGNATION -  2250 NJGS
 JU0072  PID         -  JU0072
 JU0072  STATE/COUNTY-  NJ/OCEAN
 JU0072  USGS QUAD   -  FORKED RIVER (1989)
 JU0072
 JU0072                         *CURRENT SURVEY CONTROL
 JU0072  ___________________________________________________________________
 JU0072* NAD 83(1986)-  39 45 12.     (N)    074 13 23.     (W)     SCALED    
 JU0072* NAVD 88     -        11.220  (meters)      36.81   (feet)  ADJUSTED  
 JU0072  ___________________________________________________________________
 JU0072  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JU0072  DYNAMIC HT  -          11.215 (meters)      36.79  (feet)  COMP
 JU0072  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 JU0072
 JU0072  VERT ORDER  -  FIRST     CLASS I
 JU0072
 JU0072.The horizontal coordinates were scaled from a topographic map and have
 JU0072.an estimated accuracy of +/- 6 seconds.
 JU0072
 JU0072.The orthometric height was determined by differential leveling
 JU0072.and adjusted by the National Geodetic Survey in June 1991..
 JU0072
 JU0072.The geoid height was determined by GEOID03.
 JU0072
 JU0072.The dynamic height is computed by dividing the NAVD 88
 JU0072.geopotential number by the normal gravity value computed on the
 JU0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0072.degrees latitude (g = 980.6199 gals.).
 JU0072
 JU0072.The modeled gravity was interpolated from observed gravity values.
 JU0072
 JU0072;                    North         East    Units  Estimated Accuracy
 JU0072;SPC NJ       -   102,170.      173,730.      MT  (+/- 180 meters Scaled)
 JU0072
 JU0072                          SUPERSEDED SURVEY CONTROL
 JU0072
 JU0072  NGVD 29 (04/16/92)   11.596  (m)           38.04   (f) ADJUSTED    1 1
 JU0072
 JU0072.Superseded values are not recommended for survey control.
 JU0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0072.See file dsdata.txt to determine how the superseded data were derived.
 JU0072
 JU0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK665006(NAD 83)
 JU0072_MARKER: DD = SURVEY DISK
 JU0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0072_STAMPING: 2250
 JU0072_PROJECTION: FLUSH
 JU0072_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0072+STABILITY: SURFACE MOTION
 JU0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0072+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1996
 JU0072
 JU0072  HISTORY     - Date     Condition        Report By
 JU0072  HISTORY     - UNK      MONUMENTED       NJGS
 JU0072  HISTORY     - 1964     GOOD             CGS
 JU0072  HISTORY     - 1984     GOOD             USPSQD
 JU0072  HISTORY     - 1987     GOOD             USPSQD
 JU0072  HISTORY     - 1987     GOOD             USPSQD
 JU0072  HISTORY     - 19961114 GOOD             USPSQD
 JU0072  HISTORY     - 19961117 GOOD             STEWRT
 JU0072
 JU0072                          STATION DESCRIPTION
 JU0072
 JU0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0072'AT BARNEGAT.
 JU0072'AT BARNEGAT, ALONG U.S. HIGHWAY 9 AND NEAR THE INTERSECTION
 JU0072'OF OCEAN COUNTY ROAD 534, 2.5 FEET NORTHWEST OF THE NORTHWEST
 JU0072'CURB OF THE HIGHWAY, 1.1 FEET NORTHEAST OF THE NORTHEAST EDGE
 JU0072'OF THE SIDEWALK, 22.5 FEET NORTHEAST OF THE CENTER LINE OF
 JU0072'COUNTY ROAD, ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND
 JU0072'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 JU0072
 JU0072                          STATION RECOVERY (1984)
 JU0072
 JU0072'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0072'THE SURVEY DISK WAS FOUND IN A CAVITY 2 IN. BELOW THE LEVEL OF THE
 JU0072'SIDEWALK ON THE NORTHWEST CORNER OF THE INTERSECTION OF U.S. HWY. 9
 JU0072'AND COUNTY HWY. 554 (FORMERLY COUNTY HWY. 534). ONLY THE CENTER OF
 JU0072'THE DISK WAS VISIBLE AS IT'S OUTER EDGE WAS COVERED WITH CONCRETE.
 JU0072
 JU0072                          STATION RECOVERY (1987)
 JU0072
 JU0072'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0072'RECOVERED IN GOOD CONDITION.
 JU0072
 JU0072                          STATION RECOVERY (1987)
 JU0072
 JU0072'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0072'RECOVERED IN GOOD CONDITION.
 JU0072
 JU0072                          STATION RECOVERY (1996)
 JU0072
 JU0072'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0072'RECOVERED IN GOOD CONDITION.
 JU0072
 JU0072                          STATION RECOVERY (1996)
 JU0072
 JU0072'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1996 (JMS)
 JU0072'NO CHANGE IN DESCRIPTION.  SUITABLE FOR SATELLITE OBSERVATIONS -LATE
 JU0072'FALL, WINTER AND EARLY MONTH ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0100 ***********************************************************************
 JU0100  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0100  DESIGNATION -  2259
 JU0100  PID         -  JU0100
 JU0100  STATE/COUNTY-  NJ/OCEAN
 JU0100  USGS QUAD   -  TUCKERTON (1995)
 JU0100
 JU0100                         *CURRENT SURVEY CONTROL
 JU0100  ___________________________________________________________________
 JU0100* NAD 83(1986)-  39 36 11.     (N)    074 20 23.     (W)     SCALED    
 JU0100* NAVD 88     -         4.288  (meters)      14.07   (feet)  ADJUSTED  
 JU0100  ___________________________________________________________________
 JU0100  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU0100  DYNAMIC HT  -           4.286 (meters)      14.06  (feet)  COMP
 JU0100  MODELED GRAV-     980,153.4   (mgal)                       NAVD 88
 JU0100
 JU0100  VERT ORDER  -  FIRST     CLASS I
 JU0100
 JU0100.The horizontal coordinates were scaled from a topographic map and have
 JU0100.an estimated accuracy of +/- 6 seconds.
 JU0100
 JU0100.The orthometric height was determined by differential leveling
 JU0100.and adjusted by the National Geodetic Survey in June 1991..
 JU0100
 JU0100.This Tidal Bench Mark is designated as VM 2635
 JU0100.by the Center for Operational Oceanographic Products and Services.
 JU0100
 JU0100.The geoid height was determined by GEOID03.
 JU0100
 JU0100.The dynamic height is computed by dividing the NAVD 88
 JU0100.geopotential number by the normal gravity value computed on the
 JU0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0100.degrees latitude (g = 980.6199 gals.).
 JU0100
 JU0100.The modeled gravity was interpolated from observed gravity values.
 JU0100
 JU0100;                    North         East    Units  Estimated Accuracy
 JU0100;SPC NJ       -    85,460.      163,760.      MT  (+/- 180 meters Scaled)
 JU0100
 JU0100                          SUPERSEDED SURVEY CONTROL
 JU0100
 JU0100  NGVD 29 (04/16/92)    4.676  (m)           15.34   (f) ADJUSTED    1 1
 JU0100
 JU0100.Superseded values are not recommended for survey control.
 JU0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0100.See file dsdata.txt to determine how the superseded data were derived.
 JU0100
 JU0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ566839(NAD 83)
 JU0100_MARKER: DD = SURVEY DISK
 JU0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0100_STAMPING: 2259
 JU0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0100+STABILITY: SURFACE MOTION
 JU0100
 JU0100  HISTORY     - Date     Condition        Report By
 JU0100  HISTORY     - 1940     MONUMENTED       NJGS
 JU0100  HISTORY     - 1964     GOOD             CGS
 JU0100  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0100  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0100  HISTORY     - 19950201 MARK NOT FOUND   NJGS
 JU0100
 JU0100                          STATION DESCRIPTION
 JU0100
 JU0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0100'AT TUCKERTON.
 JU0100'AT TUCKERTON, AT THE INTERSECTION OF GREEN STREET AND U.S. HIGHWAY
 JU0100'9, 4.0 FEET WEST OF THE WEST CURB OF GREEN STREET, 1.7 FEET
 JU0100'NORTH OF THE NORTH CURB OF U.S. HIGHWAY 9, 4.2 FEET EAST OF
 JU0100'POWER POLE P 13523, SET IN THE TOP OF A CONCRETE POST ABOUT 3
 JU0100'INCHES BELOW THE LEVEL OF THE SIDEWALK ACCESS WHICH IS HAD
 JU0100'THROUGH A 3 INCH IRON PIPE (NO COVER).
 JU0100
 JU0100                          STATION RECOVERY (1979)
 JU0100
 JU0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0100'NOTE--DISK IS INACCESIBLE TO THE KERN ROD INSIDE A 3 INCH PIPE.
 JU0100
 JU0100                          STATION RECOVERY (1985)
 JU0100
 JU0100'RECOVERY NOTE BY US POWER SQUADRON 1985 (CWK)
 JU0100'MARK NOT FOUND.
 JU0100
 JU0100                          STATION RECOVERY (1995)
 JU0100
 JU0100'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0100'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0100'SEARCH BY A TWO MAN PARTY.  CONSIDERABLE IMPROVEMENTS HAVE BEEN MADE
 JU0100'TO THE INTERSECTION SINCE THE 1979 RECOVERY.  THE STATION IS
 JU0100'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2503 ***********************************************************************
 JU2503  DESIGNATION -  22.66 PRR RESET 1934
 JU2503  PID         -  JU2503
 JU2503  STATE/COUNTY-  NJ/CAPE MAY
 JU2503  USGS QUAD   -  WOODBINE (1972)
 JU2503
 JU2503                         *CURRENT SURVEY CONTROL
 JU2503  ___________________________________________________________________
 JU2503* NAD 83(1986)-  39 10 45.     (N)    074 45 12.     (W)     SCALED    
 JU2503* NAVD 88     -         5.66   (+/-2cm)      18.6    (feet)  VERTCON   
 JU2503  ___________________________________________________________________
 JU2503  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 JU2503
 JU2503  VERT ORDER  -  ? (See Below)
 JU2503
 JU2503.The horizontal coordinates were scaled from a topographic map and have
 JU2503.an estimated accuracy of +/- 6 seconds.
 JU2503
 JU2503.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2503.The vertical order pertains to the NGVD 29 superseded value.
 JU2503
 JU2503.The geoid height was determined by GEOID03.
 JU2503
 JU2503;                    North         East    Units  Estimated Accuracy
 JU2503;SPC NJ       -    38,420.      128,110.      MT  (+/- 180 meters Scaled)
 JU2503
 JU2503                          SUPERSEDED SURVEY CONTROL
 JU2503
 JU2503  NGVD 29 (??/??/??)    6.045  (m)           19.83   (f) ADJUSTED    ?  
 JU2503
 JU2503.Superseded values are not recommended for survey control.
 JU2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2503.See file dsdata.txt to determine how the superseded data were derived.
 JU2503
 JU2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ213366(NAD 83)
 JU2503_MARKER: DD = SURVEY DISK
 JU2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU2503_STAMPING: 22.66 RESET P.R.R. 1934
 JU2503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2503+STABILITY: SURFACE MOTION
 JU2503
 JU2503  HISTORY     - Date     Condition        Report By
 JU2503  HISTORY     - 1934     MONUMENTED       NJGS
 JU2503  HISTORY     - 1961     MARK NOT FOUND   CGS
 JU2503
 JU2503                          STATION DESCRIPTION
 JU2503
 JU2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU2503'AT SOUTH SEAVILLE FROM SOUTH SEAVILLE.
 JU2503'AT SOUTH SEAVILLE, CAPE MAY COUNTY, ON THE PROPERTY OF LODGE
 JU2503'HALL USED BY THE RED MEN, GRANGERS, P.O.S. OF A, AND OTHERS, 24 FEET
 JU2503'WEST OF THE NORTHWEST CORNER OF THE BUILDING, AND 4 FEET SOUTHEAST
 JU2503'OF THE SOUTHEAST EDGE OF THE ROAD LEADING EAST TO STATE HIGHWAY 4,
 JU2503'A STANDARD DISK, '22.66 RESET P.R.R. 1934' AND SET IN THE TOP OF A
 JU2503'CONCRETE POST.
 JU2503'NOTE--THE BUILDING REFERRED TO IN THE DESCRIPTION IS STILL
 JU2503'THERE BUT THE ROAD HAS BEEN WIDENED AND NO SIGN OF THE MARK COULD
 JU2503'BE FOUND. NONE OF THE LOCAL PEOPLE HAD EVER SEEN THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0145 ***********************************************************************
 KV0145  DESIGNATION -  22.70 NJGS
 KV0145  PID         -  KV0145
 KV0145  STATE/COUNTY-  NJ/BERGEN
 KV0145  USGS QUAD   -  HACKENSACK (1997)
 KV0145
 KV0145                         *CURRENT SURVEY CONTROL
 KV0145  ___________________________________________________________________
 KV0145* NAD 83(1986)-  40 53 40.     (N)    074 02 41.     (W)     SCALED    
 KV0145* NAVD 88     -         6.642  (meters)      21.79   (feet)  ADJUSTED  
 KV0145  ___________________________________________________________________
 KV0145  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KV0145  DYNAMIC HT  -           6.639 (meters)      21.78  (feet)  COMP
 KV0145  MODELED GRAV-     980,239.5   (mgal)                       NAVD 88
 KV0145
 KV0145  VERT ORDER  -  FIRST     CLASS II
 KV0145
 KV0145.The horizontal coordinates were scaled from a topographic map and have
 KV0145.an estimated accuracy of +/- 6 seconds.
 KV0145
 KV0145.The orthometric height was determined by differential leveling
 KV0145.and adjusted by the National Geodetic Survey in June 1991..
 KV0145
 KV0145.The geoid height was determined by GEOID03.
 KV0145
 KV0145.The dynamic height is computed by dividing the NAVD 88
 KV0145.geopotential number by the normal gravity value computed on the
 KV0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0145.degrees latitude (g = 980.6199 gals.).
 KV0145
 KV0145.The modeled gravity was interpolated from observed gravity values.
 KV0145
 KV0145;                    North         East    Units  Estimated Accuracy
 KV0145;SPC NJ       -   228,930.      188,360.      MT  (+/- 180 meters Scaled)
 KV0145
 KV0145                          SUPERSEDED SURVEY CONTROL
 KV0145
 KV0145  NGVD 29 (??/??/??)    6.946  (m)           22.79   (f) ADJUSTED    1 2
 KV0145
 KV0145.Superseded values are not recommended for survey control.
 KV0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0145.See file dsdata.txt to determine how the superseded data were derived.
 KV0145
 KV0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL804274(NAD 83)
 KV0145_MARKER: X = CHISELED CROSS
 KV0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0145_SP_SET: DOORSILL
 KV0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0145
 KV0145  HISTORY     - Date     Condition        Report By
 KV0145  HISTORY     - 1933     MONUMENTED       NJGS
 KV0145  HISTORY     - 1934     GOOD             CGS
 KV0145  HISTORY     - 20060617 MARK NOT FOUND   GEOCAC
 KV0145
 KV0145                          STATION DESCRIPTION
 KV0145
 KV0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0145'AT HACKENSACK.
 KV0145'AT HACKENSACK, BERGEN COUNTY, NEAR THE CORNER OF LINDEN AND
 KV0145'ANDERSON STREETS, WEST OF THE ANDERSON STREET STATION, ON THE
 KV0145'NORTH SIDE OF ANDERSON STREET, AT THE ENTRANCE TO THE APARTMENTS
 KV0145'OF A BRICK BUILDING ERECTED IN 1894 BY G.A. MATTJETSCHENK AND
 KV0145'ALSO HOUSING A GENERAL STORE, AND ON THE WEST END OF THE DOORSILL.
 KV0145'A CHISELED CROSS.
 KV0145
 KV0145                          STATION RECOVERY (2006)
 KV0145
 KV0145'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0145'THE BUILDING IS 126 ANDERSON STREET.  IT IS JUST WEST OF THE TRAIN
 KV0145'STATION.  THE BUILDING HAS A CAST IRON FRONT.  THE FIRST FLOOR FACADE
 KV0145'HAS BEEN COMPLETELY REDONE.  THE WEST DOORWAY LEADS TO THE APARTMENTS
 KV0145'ABOVE.  THE DOOR SILL SEEMS TO BE ORIGINAL, BUT IT HAS FLAKED.  NO
 KV0145'CHISELED CROSS COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1301 ***********************************************************************
 KV1301  DESIGNATION -  2373 NJGS
 KV1301  PID         -  KV1301
 KV1301  STATE/COUNTY-  NJ/MORRIS
 KV1301  USGS QUAD   -  CHESTER (1981)
 KV1301
 KV1301                         *CURRENT SURVEY CONTROL
 KV1301  ___________________________________________________________________
 KV1301* NAD 83(1986)-  40 47 00.     (N)    074 41 54.     (W)     SCALED    
 KV1301* NAVD 88     -       257.742  (meters)     845.61   (feet)  ADJUSTED  
 KV1301  ___________________________________________________________________
 KV1301  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KV1301  DYNAMIC HT  -         257.623 (meters)     845.22  (feet)  COMP
 KV1301  MODELED GRAV-     980,155.4   (mgal)                       NAVD 88
 KV1301
 KV1301  VERT ORDER  -  SECOND    CLASS 0
 KV1301
 KV1301.The horizontal coordinates were scaled from a topographic map and have
 KV1301.an estimated accuracy of +/- 6 seconds.
 KV1301
 KV1301.The orthometric height was determined by differential leveling
 KV1301.and adjusted by the National Geodetic Survey in June 1991..
 KV1301
 KV1301.The geoid height was determined by GEOID03.
 KV1301
 KV1301.The dynamic height is computed by dividing the NAVD 88
 KV1301.geopotential number by the normal gravity value computed on the
 KV1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1301.degrees latitude (g = 980.6199 gals.).
 KV1301
 KV1301.The modeled gravity was interpolated from observed gravity values.
 KV1301
 KV1301;                    North         East    Units  Estimated Accuracy
 KV1301;SPC NJ       -   216,510.      133,260.      MT  (+/- 180 meters Scaled)
 KV1301
 KV1301                          SUPERSEDED SURVEY CONTROL
 KV1301
 KV1301  NGVD 29 (??/??/??)  257.970  (m)          846.36   (f) ADJUSTED    2 0
 KV1301
 KV1301.Superseded values are not recommended for survey control.
 KV1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1301.See file dsdata.txt to determine how the superseded data were derived.
 KV1301
 KV1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL254147(NAD 83)
 KV1301_MARKER: DD = SURVEY DISK
 KV1301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1301_SP_SET: CATCH BASIN
 KV1301_STAMPING: 2373
 KV1301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1301
 KV1301  HISTORY     - Date     Condition        Report By
 KV1301  HISTORY     - UNK      MONUMENTED       NJGS
 KV1301  HISTORY     - 1950     GOOD             CGS
 KV1301
 KV1301                          STATION DESCRIPTION
 KV1301
 KV1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KV1301'AT CHESTER.
 KV1301'AT CHESTER, MORRIS COUNTY, AT THE INTERSECTION OF MILLDATE ROAD,
 KV1301'GLADSTONE ROAD AND STATE HIGHWAY 31, AT THE TRAFFIC ISLAND,
 KV1301'IN FRONT OF A SHELL SERVICE STATION, 19.2 FEET NORTHWEST OF A
 KV1301'CROSS CUT IN THE HEAD OF A CATCH BASIN, 7.5 FEET WEST OF THE FACE
 KV1301'OF THE CURB, 5.4 FEET SOUTHWEST OF THE BASE OF AN IRON SIGNPOST,
 KV1301'AND ABOUT 0.3 FOOT UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3482 ***********************************************************************
 KV3482  DESIGNATION -  23.81 NJGS
 KV3482  PID         -  KV3482
 KV3482  STATE/COUNTY-  NJ/BURLINGTON
 KV3482  USGS QUAD   -  FRANKFORD (1997)
 KV3482
 KV3482                         *CURRENT SURVEY CONTROL
 KV3482  ___________________________________________________________________
 KV3482* NAD 83(1986)-  40 00 10.     (N)    075 01 26.     (W)     SCALED    
 KV3482* NAVD 88     -         7.031  (meters)      23.07   (feet)  POSTED    
 KV3482  ___________________________________________________________________
 KV3482  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV3482  DYNAMIC HT  -           7.030 (meters)      23.06  (feet)  COMP
 KV3482  MODELED GRAV-     980,187.1   (mgal)                       NAVD 88
 KV3482
 KV3482  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KV3482
 KV3482.The horizontal coordinates were scaled from a topographic map and have
 KV3482.an estimated accuracy of +/- 6 seconds.
 KV3482
 KV3482.The orthometric height was determined by differential leveling
 KV3482.and adjusted by the National Geodetic Survey in 1992..
 KV3482.No vertical observational check was made to the station.
 KV3482.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KV3482.was located on a no-check spur therefore a value was not computed.
 KV3482
 KV3482.The geoid height was determined by GEOID03.
 KV3482
 KV3482.The dynamic height is computed by dividing the NAVD 88
 KV3482.geopotential number by the normal gravity value computed on the
 KV3482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3482.degrees latitude (g = 980.6199 gals.).
 KV3482
 KV3482.The modeled gravity was interpolated from observed gravity values.
 KV3482
 KV3482;                    North         East    Units  Estimated Accuracy
 KV3482;SPC NJ       -   129,950.      105,270.      MT  (+/- 180 meters Scaled)
 KV3482
 KV3482                          SUPERSEDED SURVEY CONTROL
 KV3482
 KV3482  NGVD 29 (??/??/??)    7.387  (m)           24.24   (f) ADJUSTED    1 2
 KV3482
 KV3482.Superseded values are not recommended for survey control.
 KV3482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3482.See file dsdata.txt to determine how the superseded data were derived.
 KV3482
 KV3482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK979280(NAD 83)
 KV3482_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV3482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV3482_SP_SET: STONESILL
 KV3482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3482
 KV3482  HISTORY     - Date     Condition        Report By
 KV3482  HISTORY     - UNK      MONUMENTED       NJGS
 KV3482  HISTORY     - 1956     GOOD             CGS
 KV3482
 KV3482                          STATION DESCRIPTION
 KV3482
 KV3482'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV3482'AT PALMYRA.
 KV3482'AT PALMYRA, ACROSS A STREET FROM THE PENNSYLVANIA RAILROAD
 KV3482'STATION, AT THE P.O.S.A. HALL, ON TOP AND AT THE SOUTH END OF
 KV3482'THE 3 RD STONE SILL SOUTH OF THE NORTHWEST CORNER OF THE HALL,
 KV3482'46.2 FEET SOUTH OF THE NORTHWEST CORNER OF THE HALL, 0.2 FOOT
 KV3482'NORTH OF THE SOUTH END OF THE SILL AND 2.1 FEET ABOVE THE
 KV3482'SIDEWALK.  NOTE-- I WAS TOLD THAT THE BUILDING HAD BEEN RAISED
 KV3482'ABOUT TWO FEET SO THE MARK MAY BE OF NO VALUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0041 ***********************************************************************
 KV0041  DESIGNATION -  24 A PRR
 KV0041  PID         -  KV0041
 KV0041  STATE/COUNTY-  NJ/UNION
 KV0041  USGS QUAD   -  PERTH AMBOY (1981)
 KV0041
 KV0041                         *CURRENT SURVEY CONTROL
 KV0041  ___________________________________________________________________
 KV0041* NAD 83(1986)-  40 36 21.     (N)    074 16 40.     (W)     SCALED    
 KV0041* NAVD 88     -        11.834  (meters)      38.83   (feet)  ADJUSTED  
 KV0041  ___________________________________________________________________
 KV0041  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KV0041  DYNAMIC HT  -          11.829 (meters)      38.81  (feet)  COMP
 KV0041  MODELED GRAV-     980,212.5   (mgal)                       NAVD 88
 KV0041
 KV0041  VERT ORDER  -  FIRST     CLASS II
 KV0041
 KV0041.The horizontal coordinates were scaled from a topographic map and have
 KV0041.an estimated accuracy of +/- 6 seconds.
 KV0041
 KV0041.The orthometric height was determined by differential leveling
 KV0041.and adjusted by the National Geodetic Survey in June 1991..
 KV0041
 KV0041.The geoid height was determined by GEOID03.
 KV0041
 KV0041.The dynamic height is computed by dividing the NAVD 88
 KV0041.geopotential number by the normal gravity value computed on the
 KV0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0041.degrees latitude (g = 980.6199 gals.).
 KV0041
 KV0041.The modeled gravity was interpolated from observed gravity values.
 KV0041
 KV0041;                    North         East    Units  Estimated Accuracy
 KV0041;SPC NJ       -   196,800.      168,810.      MT  (+/- 180 meters Scaled)
 KV0041
 KV0041                          SUPERSEDED SURVEY CONTROL
 KV0041
 KV0041  NGVD 29 (??/??/??)   12.181  (m)           39.96   (f) ADJUSTED    1 2
 KV0041
 KV0041.Superseded values are not recommended for survey control.
 KV0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0041.See file dsdata.txt to determine how the superseded data were derived.
 KV0041
 KV0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK611952(NAD 83)
 KV0041_MARKER: B = BOLT
 KV0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0041_SP_SET: PLATFORM
 KV0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0041
 KV0041  HISTORY     - Date     Condition        Report By
 KV0041  HISTORY     - 1933     MONUMENTED       PRR
 KV0041  HISTORY     - 1939     GOOD             CGS
 KV0041  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0041  HISTORY     - 19940720 MARK NOT FOUND   USPSQD
 KV0041
 KV0041                          STATION DESCRIPTION
 KV0041
 KV0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 KV0041'AT RAHWAY.
 KV0041'AT RAHWAY, UNION COUNTY, ON THE PENNSYLVANIA RAILROAD, AT THE
 KV0041'RAILROAD BRIDGE OVER MILTON AVENUE, UNDER THE WEST END OF THE
 KV0041'STATION PLATFORM, 5 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT
 KV0041'LEVEL WITH THE BASE OF THE RAIL.  A COPPER BOLT, MARKED BM 24 A.
 KV0041
 KV0041                          STATION RECOVERY (1964)
 KV0041
 KV0041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0041'MARK NOT FOUND.
 KV0041
 KV0041                          STATION RECOVERY (1994)
 KV0041
 KV0041'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0040 ***********************************************************************
 KV0040  DESIGNATION -  24 PRR
 KV0040  PID         -  KV0040
 KV0040  STATE/COUNTY-  NJ/UNION
 KV0040  USGS QUAD   -  PERTH AMBOY (1981)
 KV0040
 KV0040                         *CURRENT SURVEY CONTROL
 KV0040  ___________________________________________________________________
 KV0040* NAD 83(1986)-  40 36 32.     (N)    074 16 29.     (W)     SCALED    
 KV0040* NAVD 88     -        11.770  (meters)      38.62   (feet)  ADJUSTED  
 KV0040  ___________________________________________________________________
 KV0040  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KV0040  DYNAMIC HT  -          11.765 (meters)      38.60  (feet)  COMP
 KV0040  MODELED GRAV-     980,212.9   (mgal)                       NAVD 88
 KV0040
 KV0040  VERT ORDER  -  FIRST     CLASS I
 KV0040
 KV0040.The horizontal coordinates were scaled from a topographic map and have
 KV0040.an estimated accuracy of +/- 6 seconds.
 KV0040
 KV0040.The orthometric height was determined by differential leveling
 KV0040.and adjusted by the National Geodetic Survey in June 1991..
 KV0040
 KV0040.The geoid height was determined by GEOID03.
 KV0040
 KV0040.The dynamic height is computed by dividing the NAVD 88
 KV0040.geopotential number by the normal gravity value computed on the
 KV0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0040.degrees latitude (g = 980.6199 gals.).
 KV0040
 KV0040.The modeled gravity was interpolated from observed gravity values.
 KV0040
 KV0040;                    North         East    Units  Estimated Accuracy
 KV0040;SPC NJ       -   197,140.      169,060.      MT  (+/- 180 meters Scaled)
 KV0040
 KV0040                          SUPERSEDED SURVEY CONTROL
 KV0040
 KV0040  NGVD 29 (04/16/92)   12.089  (m)           39.66   (f) ADJUSTED    1 1
 KV0040
 KV0040.Superseded values are not recommended for survey control.
 KV0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0040.See file dsdata.txt to determine how the superseded data were derived.
 KV0040
 KV0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK613955(NAD 83)
 KV0040_MARKER: B = BOLT
 KV0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0040_SP_SET: BRIDGE
 KV0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0040
 KV0040  HISTORY     - Date     Condition        Report By
 KV0040  HISTORY     - 1933     MONUMENTED       PRR
 KV0040  HISTORY     - 1934     GOOD             CGS
 KV0040  HISTORY     - 1965     GOOD             CGS
 KV0040  HISTORY     - 19940720 MARK NOT FOUND   USPSQD
 KV0040
 KV0040                          STATION DESCRIPTION
 KV0040
 KV0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0040'AT RAHWAY.
 KV0040'AT RAHWAY, UNION COUNTY, ON THE PENNSYLVANIA RAILROAD, ON BLOCK
 KV0040'EAST OF THE BRIDGE OVER IRVING STREET, AT THE WEST END OF THE
 KV0040'BRIDGE OVER RAHWAY RIVER, IN THE TOP OF THE WEST END OF THE SOUTH
 KV0040'PARAPET, 4 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT LEVEL WITH
 KV0040'THE BASE OF THE RAIL.  A COPPER BOLT, MARKED BM 24.
 KV0040
 KV0040                          STATION RECOVERY (1965)
 KV0040
 KV0040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0040'RECOVERED IN GOOD CONDITION.
 KV0040
 KV0040                          STATION RECOVERY (1994)
 KV0040
 KV0040'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0057 ***********************************************************************
 KV0057  DESIGNATION -  24051 NJGS
 KV0057  PID         -  KV0057
 KV0057  STATE/COUNTY-  NJ/UNION
 KV0057  USGS QUAD   -  ROSELLE (1995)
 KV0057
 KV0057                         *CURRENT SURVEY CONTROL
 KV0057  ___________________________________________________________________
 KV0057* NAD 83(1986)-  40 38 34.     (N)    074 15 35.     (W)     SCALED    
 KV0057* NAVD 88     -        15.068  (meters)      49.44   (feet)  ADJUSTED  
 KV0057  ___________________________________________________________________
 KV0057  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KV0057  DYNAMIC HT  -          15.062 (meters)      49.42  (feet)  COMP
 KV0057  MODELED GRAV-     980,213.4   (mgal)                       NAVD 88
 KV0057
 KV0057  VERT ORDER  -  FIRST     CLASS I
 KV0057
 KV0057.The horizontal coordinates were scaled from a topographic map and have
 KV0057.an estimated accuracy of +/- 6 seconds.
 KV0057
 KV0057.The orthometric height was determined by differential leveling
 KV0057.and adjusted by the National Geodetic Survey in June 1991..
 KV0057
 KV0057.The geoid height was determined by GEOID03.
 KV0057
 KV0057.The dynamic height is computed by dividing the NAVD 88
 KV0057.geopotential number by the normal gravity value computed on the
 KV0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0057.degrees latitude (g = 980.6199 gals.).
 KV0057
 KV0057.The modeled gravity was interpolated from observed gravity values.
 KV0057
 KV0057;                    North         East    Units  Estimated Accuracy
 KV0057;SPC NJ       -   200,910.      170,320.      MT  (+/- 180 meters Scaled)
 KV0057
 KV0057                          SUPERSEDED SURVEY CONTROL
 KV0057
 KV0057  NGVD 29 (04/16/92)   15.395  (m)           50.51   (f) ADJUSTED    1 1
 KV0057
 KV0057.Superseded values are not recommended for survey control.
 KV0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0057.See file dsdata.txt to determine how the superseded data were derived.
 KV0057
 KV0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK625993(NAD 83)
 KV0057_MARKER: DD = SURVEY DISK
 KV0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0057_STAMPING: 24051
 KV0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0057+STABILITY: SURFACE MOTION
 KV0057
 KV0057  HISTORY     - Date     Condition        Report By
 KV0057  HISTORY     - 1933     MONUMENTED       NJGS
 KV0057  HISTORY     - 1965     GOOD             CGS
 KV0057  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV0057  HISTORY     - 19940609 GOOD             USPSQD
 KV0057
 KV0057                          STATION DESCRIPTION
 KV0057
 KV0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0057'AT LINDEN.
 KV0057'AT LINDEN, IN THE SOUTHWEST PART OF THE TRIANGLE FORMED BY
 KV0057'THE INTERSECTION OF ST. GEORGES AVENUE, ROSELLE STRET AND
 KV0057'CHESTNUT STREET, 52.0 FEET SOUTHWEST OF THE SOUTHWEST CURB OF
 KV0057'ROSELLE STREET, 10.5 FEET SOUTHWEST OF THE SOUTHWEST CURB LINE
 KV0057'OF ST. GEORGES AVENUE, 2.8 FEET EAST OF THE EAST CURB OF
 KV0057'CHESTNUT STREET, ABOUT LEVEL WITH CHESTNUT STREET AND IS A DISK
 KV0057'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KV0057
 KV0057                          STATION RECOVERY (1989)
 KV0057
 KV0057'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0057'MARK NOT FOUND.
 KV0057
 KV0057                          STATION RECOVERY (1994)
 KV0057
 KV0057'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0063 ***********************************************************************
 KV0063  DESIGNATION -  24053 NJGS
 KV0063  PID         -  KV0063
 KV0063  STATE/COUNTY-  NJ/UNION
 KV0063  USGS QUAD   -  ELIZABETH (1995)
 KV0063
 KV0063                         *CURRENT SURVEY CONTROL
 KV0063  ___________________________________________________________________
 KV0063* NAD 83(1986)-  40 39 01.     (N)    074 14 26.     (W)     SCALED    
 KV0063* NAVD 88     -        10.072  (meters)      33.04   (feet)  ADJUSTED  
 KV0063  ___________________________________________________________________
 KV0063  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV0063  DYNAMIC HT  -          10.068 (meters)      33.03  (feet)  COMP
 KV0063  MODELED GRAV-     980,215.5   (mgal)                       NAVD 88
 KV0063
 KV0063  VERT ORDER  -  FIRST     CLASS I
 KV0063
 KV0063.The horizontal coordinates were scaled from a topographic map and have
 KV0063.an estimated accuracy of +/- 6 seconds.
 KV0063
 KV0063.The orthometric height was determined by differential leveling
 KV0063.and adjusted by the National Geodetic Survey in June 1991..
 KV0063
 KV0063.The geoid height was determined by GEOID03.
 KV0063
 KV0063.The dynamic height is computed by dividing the NAVD 88
 KV0063.geopotential number by the normal gravity value computed on the
 KV0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0063.degrees latitude (g = 980.6199 gals.).
 KV0063
 KV0063.The modeled gravity was interpolated from observed gravity values.
 KV0063
 KV0063;                    North         East    Units  Estimated Accuracy
 KV0063;SPC NJ       -   201,750.      171,940.      MT  (+/- 180 meters Scaled)
 KV0063
 KV0063                          SUPERSEDED SURVEY CONTROL
 KV0063
 KV0063  NGVD 29 (04/16/92)   10.403  (m)           34.13   (f) ADJUSTED    1 1
 KV0063
 KV0063.Superseded values are not recommended for survey control.
 KV0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0063.See file dsdata.txt to determine how the superseded data were derived.
 KV0063
 KV0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL642002(NAD 83)
 KV0063_MARKER: DD = SURVEY DISK
 KV0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0063_STAMPING: 24053
 KV0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0063+STABILITY: SURFACE MOTION
 KV0063
 KV0063  HISTORY     - Date     Condition        Report By
 KV0063  HISTORY     - 1965     MONUMENTED       NJGS
 KV0063  HISTORY     - 1965     GOOD             CGS
 KV0063  HISTORY     - 19940609 GOOD             USPSQD
 KV0063  HISTORY     - 20010430 MARK NOT FOUND   USPSQD
 KV0063
 KV0063                          STATION DESCRIPTION
 KV0063
 KV0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0063'AT LINDEN.
 KV0063'AT LINDEN, NEAR THE JUNCTION OF ST. GEORGES AVENUE AND GRANT
 KV0063'STREET, 16.3 FEET SOUTHWEST OF THE SOUTHWEST CURB OF GRANT STREET,
 KV0063'7 FEET NORTHEAST OF A TELEPHONE AND POWER POLE COMBINED 64549LD,
 KV0063'1.8 FEET SOUTHEAST OF THE SOUTHEAST CURB OF GEORGE AVENUE, 1.3
 KV0063'FEET NORTHWEST OF THE NORTHWEST EDGE OF THE SIDEWALK ALONG ST.
 KV0063'GEORGE AVENUE, ABOUT LEVEL WITH THE SIDEWALK AND IS A DISK IN
 KV0063'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KV0063
 KV0063                          STATION RECOVERY (1994)
 KV0063
 KV0063'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0063'RECOVERED IN GOOD CONDITION.
 KV0063
 KV0063                          STATION RECOVERY (2001)
 KV0063
 KV0063'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0065 ***********************************************************************
 KV0065  DESIGNATION -  24054 NJGS
 KV0065  PID         -  KV0065
 KV0065  STATE/COUNTY-  NJ/UNION
 KV0065  USGS QUAD   -  ELIZABETH (1995)
 KV0065
 KV0065                         *CURRENT SURVEY CONTROL
 KV0065  ___________________________________________________________________
 KV0065* NAD 83(1986)-  40 39 10.     (N)    074 14 11.     (W)     SCALED    
 KV0065* NAVD 88     -        15.196  (meters)      49.86   (feet)  ADJUSTED  
 KV0065  ___________________________________________________________________
 KV0065  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KV0065  DYNAMIC HT  -          15.190 (meters)      49.84  (feet)  COMP
 KV0065  MODELED GRAV-     980,215.9   (mgal)                       NAVD 88
 KV0065
 KV0065  VERT ORDER  -  FIRST     CLASS I
 KV0065
 KV0065.The horizontal coordinates were scaled from a topographic map and have
 KV0065.an estimated accuracy of +/- 6 seconds.
 KV0065
 KV0065.The orthometric height was determined by differential leveling
 KV0065.and adjusted by the National Geodetic Survey in June 1991..
 KV0065
 KV0065.The geoid height was determined by GEOID03.
 KV0065
 KV0065.The dynamic height is computed by dividing the NAVD 88
 KV0065.geopotential number by the normal gravity value computed on the
 KV0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0065.degrees latitude (g = 980.6199 gals.).
 KV0065
 KV0065.The modeled gravity was interpolated from observed gravity values.
 KV0065
 KV0065;                    North         East    Units  Estimated Accuracy
 KV0065;SPC NJ       -   202,030.      172,290.      MT  (+/- 180 meters Scaled)
 KV0065
 KV0065                          SUPERSEDED SURVEY CONTROL
 KV0065
 KV0065  NGVD 29 (04/16/92)   15.527  (m)           50.94   (f) ADJUSTED    1 1
 KV0065
 KV0065.Superseded values are not recommended for survey control.
 KV0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0065.See file dsdata.txt to determine how the superseded data were derived.
 KV0065
 KV0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL645004(NAD 83)
 KV0065_MARKER: DD = SURVEY DISK
 KV0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0065_STAMPING: 24054
 KV0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0065+STABILITY: SURFACE MOTION
 KV0065
 KV0065  HISTORY     - Date     Condition        Report By
 KV0065  HISTORY     - 1965     MONUMENTED       NJGS
 KV0065  HISTORY     - 1965     GOOD             CGS
 KV0065  HISTORY     - 19940609 GOOD             USPSQD
 KV0065  HISTORY     - 20010405 MARK NOT FOUND   USPSQD
 KV0065
 KV0065                          STATION DESCRIPTION
 KV0065
 KV0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0065'AT LINDEN.
 KV0065'AT LINDEN, NEAR THE INTERSECTION OF ST. GEORGES AVENUE AND PARK
 KV0065'AVENUE, ALONG THE SOUTHEAST SIDE OF WARINANCO PARK, 13 FEET
 KV0065'NORTHEAST OF THE NORTHEAST CURB OF PARK AVENUE, 1.8 FEET SOUTHEAST
 KV0065'OF THE SOUTHEAST CURB OF ST. GEORGES AVENUE, 2.9 FEET NORTH OF
 KV0065'A METAL POST SUPPORTING A TRAFFIC CONTROL BOX, 1.2 FEET NORTHWEST
 KV0065'OF THE NORTHWEST EDGE OF THE SIDEWALK ALONG ST. GEORGES AVENUE,
 KV0065'ABOUT LEVEL WITH SIDEWALK AND IS A DISK IN THE TOP OF A CONCRETE
 KV0065'POST FLUSH WITH THE GROUND.  NOTE-- THIS MARK MAY BE REACHED
 KV0065'BY GOING 0.5 MILE SOUTHWEST ALONG ST. GEORGES AVENUE FROM THE
 KV0065'JUNCTION OF CLOVER STREET AT ELIZABETH.
 KV0065
 KV0065                          STATION RECOVERY (1994)
 KV0065
 KV0065'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0065'RECOVERED IN GOOD CONDITION.
 KV0065
 KV0065                          STATION RECOVERY (2001)
 KV0065
 KV0065'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0643 ***********************************************************************
 KV0643  DESIGNATION -  24058 NJGS
 KV0643  PID         -  KV0643
 KV0643  STATE/COUNTY-  NJ/MORRIS
 KV0643  USGS QUAD   -  MORRISTOWN (1981)
 KV0643
 KV0643                         *CURRENT SURVEY CONTROL
 KV0643  ___________________________________________________________________
 KV0643* NAD 83(1986)-  40 46 42.     (N)    074 25 45.     (W)     SCALED    
 KV0643* NAVD 88     -        65.11   (meters)     213.6    (feet)  RESET     
 KV0643  ___________________________________________________________________
 KV0643  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV0643
 KV0643  VERT ORDER  -  THIRD
 KV0643
 KV0643.The horizontal coordinates were scaled from a topographic map and have
 KV0643.an estimated accuracy of +/- 6 seconds.
 KV0643
 KV0643.The orthometric height was computed from unverified reset data.
 KV0643
 KV0643.The geoid height was determined by GEOID03.
 KV0643
 KV0643;                    North         East    Units  Estimated Accuracy
 KV0643;SPC NJ       -   215,940.      155,980.      MT  (+/- 180 meters Scaled)
 KV0643
 KV0643                          SUPERSEDED SURVEY CONTROL
 KV0643
 KV0643  NGVD 29 (??/??/??)   65.39   (m)          214.5    (f) RESET       3  
 KV0643
 KV0643.Superseded values are not recommended for survey control.
 KV0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0643.See file dsdata.txt to determine how the superseded data were derived.
 KV0643
 KV0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL481143(NAD 83)
 KV0643_MARKER: DD = SURVEY DISK
 KV0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0643+STABILITY: SURFACE MOTION
 KV0643
 KV0643  HISTORY     - Date     Condition        Report By
 KV0643  HISTORY     - 1964     MONUMENTED       NJGS
 KV0643  HISTORY     - 1964     GOOD             NJGS
 KV0643  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0643  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 KV0643  HISTORY     - 19940913 MARK NOT FOUND   USPSQD
 KV0643
 KV0643                          STATION DESCRIPTION
 KV0643
 KV0643'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1964
 KV0643'1.4 MI N FROM MADISON.
 KV0643'1.45 MI. N. ALONG PARK AVENUE FROM THE JUNCTION OF PARK AVE.
 KV0643'AND STATE HIGHWAY 24 IN MADISON NEAR ONE-STORY BRICK PUMPING
 KV0643'STATION AND IN FRONT OF ESSO RESEARCH AND ENGINEERING CENTER,
 KV0643'30 FEET NE. OF CENTERLINE OF PARK AVENUE, 18 FEET NNW. OF THE
 KV0643'EXTENDED NNW. FACE OF A ONE-STORY BRICK BUILDING LOCATED ON
 KV0643'SW. SIDE OF PARK AVENUE, 61 FEET NORTH OF POLE 40370, 61 FEET
 KV0643'SSE. OF POLE 40369, AND SET IN TOP OF CONCRETE POST FLUSH WITH
 KV0643'GROUND.  NOTE-- THIS MARK REPLACES BENCH MARK J 39.
 KV0643
 KV0643                          STATION RECOVERY (1985)
 KV0643
 KV0643'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0643'MARK NOT FOUND.
 KV0643
 KV0643                          STATION RECOVERY (1991)
 KV0643
 KV0643'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWK)
 KV0643'MARK NOT FOUND.
 KV0643
 KV0643                          STATION RECOVERY (1994)
 KV0643
 KV0643'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0803 ***********************************************************************
 LY0803  DESIGNATION -  2449
 LY0803  PID         -  LY0803
 LY0803  STATE/COUNTY-  NJ/SUSSEX
 LY0803  USGS QUAD   -  CULVERS GAP (1997)
 LY0803
 LY0803                         *CURRENT SURVEY CONTROL
 LY0803  ___________________________________________________________________
 LY0803* NAD 83(1986)-  41 09 47.     (N)    074 47 16.     (W)     SCALED    
 LY0803* NAVD 88     -       271.719  (meters)     891.46   (feet)  ADJUSTED  
 LY0803  ___________________________________________________________________
 LY0803  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 LY0803  DYNAMIC HT  -         271.600 (meters)     891.07  (feet)  COMP
 LY0803  MODELED GRAV-     980,177.8   (mgal)                       NAVD 88
 LY0803
 LY0803  VERT ORDER  -  SECOND    CLASS 0
 LY0803
 LY0803.The horizontal coordinates were scaled from a topographic map and have
 LY0803.an estimated accuracy of +/- 6 seconds.
 LY0803
 LY0803.The orthometric height was determined by differential leveling
 LY0803.and adjusted by the National Geodetic Survey in June 1991..
 LY0803
 LY0803.The geoid height was determined by GEOID03.
 LY0803
 LY0803.The dynamic height is computed by dividing the NAVD 88
 LY0803.geopotential number by the normal gravity value computed on the
 LY0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0803.degrees latitude (g = 980.6199 gals.).
 LY0803
 LY0803.The modeled gravity was interpolated from observed gravity values.
 LY0803
 LY0803;                    North         East    Units  Estimated Accuracy
 LY0803;SPC NJ       -   258,690.      125,850.      MT  (+/- 180 meters Scaled)
 LY0803
 LY0803                          SUPERSEDED SURVEY CONTROL
 LY0803
 LY0803  NGVD 29 (??/??/92)  271.909  (m)          892.09   (f) ADJ UNCH    2 0
 LY0803
 LY0803.Superseded values are not recommended for survey control.
 LY0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0803.See file dsdata.txt to determine how the superseded data were derived.
 LY0803
 LY0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL178568(NAD 83)
 LY0803_MARKER: DB = BENCH MARK DISK
 LY0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0803_STAMPING: 2449
 LY0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0803+STABILITY: SURFACE MOTION
 LY0803
 LY0803  HISTORY     - Date     Condition        Report By
 LY0803  HISTORY     - UNK      MONUMENTED       NJGS
 LY0803  HISTORY     - 1942     GOOD             NGS
 LY0803  HISTORY     - 1954     MARK NOT FOUND   USGS
 LY0803  HISTORY     - 19950112 MARK NOT FOUND   NJGS
 LY0803
 LY0803                          STATION DESCRIPTION
 LY0803
 LY0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0803'3 MI NW FROM BRANCHVILLE.
 LY0803'3.0 MILES NORTHWEST ALONG STATE HIGHWAY NO. S 31 FROM THE
 LY0803'HIGHWAY BRIDGE OVER THE D.L. AND W. RAILROAD ON THE SOUTH EDGE
 LY0803'OF BRANCHVILLE, ABOUT 0.1 MILE NORTH OF THE LAZY K RANCH LODGE,
 LY0803'59 FEET SOUTH OF POWER LINE POLE NO. FK 47, AT AN INTERSECTION
 LY0803'OF THE HIGHWAY AND A PRIVATE DRIVE LEADING EAST, 22 FEET EAST
 LY0803'OF THE CENTER LINE OF THE HIGHWAY, 16 FEET NORTH OF THE CENTER
 LY0803'LINE OF THE PRIVATE DRIVE, AND 1 FOOT WEST OF A STANDARD
 LY0803'REFERENCE POST.  A U.S.C. AND G.S. AND S.S. BRONZE DISK, SET
 LY0803'IN THE TOP OF A CONCRETE POST, AND FLUSH WITH THE SURFACE OF
 LY0803'THE GROUND.
 LY0803
 LY0803                          STATION RECOVERY (1954)
 LY0803
 LY0803'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LY0803'MARK NOT FOUND.
 LY0803
 LY0803                          STATION RECOVERY (1995)
 LY0803
 LY0803'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0803'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 LY0803'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0802 ***********************************************************************
 LY0802  DESIGNATION -  2450
 LY0802  PID         -  LY0802
 LY0802  STATE/COUNTY-  NJ/SUSSEX
 LY0802  USGS QUAD   -  CULVERS GAP (1997)
 LY0802
 LY0802                         *CURRENT SURVEY CONTROL
 LY0802  ___________________________________________________________________
 LY0802* NAD 83(1986)-  41 10 03.     (N)    074 47 30.     (W)     SCALED    
 LY0802* NAVD 88     -       263.435  (meters)     864.29   (feet)  ADJUSTED  
 LY0802  ___________________________________________________________________
 LY0802  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 LY0802  DYNAMIC HT  -         263.319 (meters)     863.91  (feet)  COMP
 LY0802  MODELED GRAV-     980,178.1   (mgal)                       NAVD 88
 LY0802
 LY0802  VERT ORDER  -  SECOND    CLASS 0
 LY0802
 LY0802.The horizontal coordinates were scaled from a topographic map and have
 LY0802.an estimated accuracy of +/- 6 seconds.
 LY0802
 LY0802.The orthometric height was determined by differential leveling
 LY0802.and adjusted by the National Geodetic Survey in June 1991..
 LY0802
 LY0802.The geoid height was determined by GEOID03.
 LY0802
 LY0802.The dynamic height is computed by dividing the NAVD 88
 LY0802.geopotential number by the normal gravity value computed on the
 LY0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0802.degrees latitude (g = 980.6199 gals.).
 LY0802
 LY0802.The modeled gravity was interpolated from observed gravity values.
 LY0802
 LY0802;                    North         East    Units  Estimated Accuracy
 LY0802;SPC NJ       -   259,190.      125,530.      MT  (+/- 180 meters Scaled)
 LY0802
 LY0802                          SUPERSEDED SURVEY CONTROL
 LY0802
 LY0802  NGVD 29 (??/??/92)  263.624  (m)          864.91   (f) ADJ UNCH    2 0
 LY0802
 LY0802.Superseded values are not recommended for survey control.
 LY0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0802.See file dsdata.txt to determine how the superseded data were derived.
 LY0802
 LY0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL174573(NAD 83)
 LY0802_MARKER: DB = BENCH MARK DISK
 LY0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0802_STAMPING: 2450
 LY0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0802+STABILITY: SURFACE MOTION
 LY0802
 LY0802  HISTORY     - Date     Condition        Report By
 LY0802  HISTORY     - UNK      MONUMENTED       NJGS
 LY0802  HISTORY     - 1942     GOOD             NGS
 LY0802  HISTORY     - 1972     GOOD             LOCSUR
 LY0802  HISTORY     - 19950112 MARK NOT FOUND   NJGS
 LY0802
 LY0802                          STATION DESCRIPTION
 LY0802
 LY0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0802'3.4 MI NW FROM BRANCHVILLE.
 LY0802'3.4 MILES NORTHWEST ALONG STATE HIGHWAY NO. S 31 FROM THE HIGHWAY
 LY0802'BRIDGE OVER THE D.L. AND W. RAILROAD ON THE SOUTH EDGE OF
 LY0802'BRANCHVILLE, ABOUT 250 FEET NORTHWEST OF CULVER LAKE LODGE,
 LY0802'36 FEET SOUTH OF TELEPHONE POLE NO. 9, 26.8 FEET WEST OF THE
 LY0802'CENTER LINE OF THE HIGHWAY, 21.1 EAST OF A NAIL IN A 16-INCH
 LY0802'RED OAK TREE, AND 1 FOOT EAST OF A STANDARD REFERENCE POST.  A
 LY0802'U.S.C. AND G.S. AND S.S. BRONZE DISK, SET IN THE TOP OF A
 LY0802'CONCRETE POST, FLUSH WITH THE TOP OF THE GROUND.
 LY0802
 LY0802                          STATION RECOVERY (1972)
 LY0802
 LY0802'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 LY0802'RECOVERED IN GOOD CONDITION.
 LY0802
 LY0802                          STATION RECOVERY (1995)
 LY0802
 LY0802'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0802'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 LY0802'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0798 ***********************************************************************
 LY0798  DESIGNATION -  2452
 LY0798  PID         -  LY0798
 LY0798  STATE/COUNTY-  NJ/SUSSEX
 LY0798  USGS QUAD   -  CULVERS GAP (1997)
 LY0798
 LY0798                         *CURRENT SURVEY CONTROL
 LY0798  ___________________________________________________________________
 LY0798* NAD 83(1986)-  41 11 34.     (N)    074 48 04.     (W)     SCALED    
 LY0798* NAVD 88     -       214.741  (meters)     704.53   (feet)  ADJUSTED  
 LY0798  ___________________________________________________________________
 LY0798  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LY0798  DYNAMIC HT  -         214.648 (meters)     704.22  (feet)  COMP
 LY0798  MODELED GRAV-     980,185.3   (mgal)                       NAVD 88
 LY0798
 LY0798  VERT ORDER  -  SECOND    CLASS 0
 LY0798
 LY0798.The horizontal coordinates were scaled from a topographic map and have
 LY0798.an estimated accuracy of +/- 6 seconds.
 LY0798
 LY0798.The orthometric height was determined by differential leveling
 LY0798.and adjusted by the National Geodetic Survey in June 1991..
 LY0798
 LY0798.The geoid height was determined by GEOID03.
 LY0798
 LY0798.The dynamic height is computed by dividing the NAVD 88
 LY0798.geopotential number by the normal gravity value computed on the
 LY0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0798.degrees latitude (g = 980.6199 gals.).
 LY0798
 LY0798.The modeled gravity was interpolated from observed gravity values.
 LY0798
 LY0798;                    North         East    Units  Estimated Accuracy
 LY0798;SPC NJ       -   262,000.      124,740.      MT  (+/- 180 meters Scaled)
 LY0798
 LY0798                          SUPERSEDED SURVEY CONTROL
 LY0798
 LY0798  NGVD 29 (??/??/92)  214.929  (m)          705.15   (f) ADJ UNCH    2 0
 LY0798
 LY0798.Superseded values are not recommended for survey control.
 LY0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0798.See file dsdata.txt to determine how the superseded data were derived.
 LY0798
 LY0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL166601(NAD 83)
 LY0798_MARKER: DB = BENCH MARK DISK
 LY0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0798_STAMPING: 2452
 LY0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0798+STABILITY: SURFACE MOTION
 LY0798
 LY0798  HISTORY     - Date     Condition        Report By
 LY0798  HISTORY     - UNK      MONUMENTED       NJGS
 LY0798  HISTORY     - 1942     GOOD             NGS
 LY0798  HISTORY     - 19950112 MARK NOT FOUND   NJGS
 LY0798
 LY0798                          STATION DESCRIPTION
 LY0798
 LY0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0798'2.8 MI SE FROM LAYTON.
 LY0798'2.4 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0798'AT LAYTON, THENCE 0.4 MILE SOUTH ALONG STATE HIGHWAY NO. S 31,
 LY0798'101 FEET NORTH OF THE NORTH END OF A CABLE ROADWAY GUARD RAIL
 LY0798'ON THE EAST EDGE OF THE HIGHWAY, 24.9 FEET EAST OF THE CENTER
 LY0798'LINE OF THE HIGHWAY, AND 1 FOOT WEST OF A STANDARD REFERENCE
 LY0798'POST.  A U.S.C. AND G.S. AND S.S. BRONZE DISK, SET IN THE TOP OF A
 LY0798'CONCRETE POST, AND 0.2 FOOT BELOW THE LEVEL OF THE GROUND.
 LY0798
 LY0798                          STATION RECOVERY (1995)
 LY0798
 LY0798'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0798'THE STATION WAS SEARCED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 LY0798'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0793 ***********************************************************************
 LY0793  DESIGNATION -  2453
 LY0793  PID         -  LY0793
 LY0793  STATE/COUNTY-  NJ/SUSSEX
 LY0793  USGS QUAD   -  CULVERS GAP (1997)
 LY0793
 LY0793                         *CURRENT SURVEY CONTROL
 LY0793  ___________________________________________________________________
 LY0793* NAD 83(1986)-  41 12 33.     (N)    074 49 11.     (W)     SCALED    
 LY0793* NAVD 88     -       165.823  (meters)     544.04   (feet)  ADJUSTED  
 LY0793  ___________________________________________________________________
 LY0793  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LY0793  DYNAMIC HT  -         165.753 (meters)     543.81  (feet)  COMP
 LY0793  MODELED GRAV-     980,194.8   (mgal)                       NAVD 88
 LY0793
 LY0793  VERT ORDER  -  SECOND    CLASS 0
 LY0793
 LY0793.The horizontal coordinates were scaled from a topographic map and have
 LY0793.an estimated accuracy of +/- 6 seconds.
 LY0793
 LY0793.The orthometric height was determined by differential leveling
 LY0793.and adjusted by the National Geodetic Survey in June 1991..
 LY0793
 LY0793.The geoid height was determined by GEOID03.
 LY0793
 LY0793.The dynamic height is computed by dividing the NAVD 88
 LY0793.geopotential number by the normal gravity value computed on the
 LY0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0793.degrees latitude (g = 980.6199 gals.).
 LY0793
 LY0793.The modeled gravity was interpolated from observed gravity values.
 LY0793
 LY0793;                    North         East    Units  Estimated Accuracy
 LY0793;SPC NJ       -   263,820.      123,190.      MT  (+/- 180 meters Scaled)
 LY0793
 LY0793                          SUPERSEDED SURVEY CONTROL
 LY0793
 LY0793  NGVD 29 (??/??/92)  166.012  (m)          544.66   (f) ADJ UNCH    2 0
 LY0793
 LY0793.Superseded values are not recommended for survey control.
 LY0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0793.See file dsdata.txt to determine how the superseded data were derived.
 LY0793
 LY0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL151619(NAD 83)
 LY0793_MARKER: DB = BENCH MARK DISK
 LY0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0793_STAMPING: 2453
 LY0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0793+STABILITY: SURFACE MOTION
 LY0793
 LY0793  HISTORY     - Date     Condition        Report By
 LY0793  HISTORY     - UNK      MONUMENTED       NJGS
 LY0793  HISTORY     - 1942     GOOD             NGS
 LY0793  HISTORY     - 19950110 MARK NOT FOUND   NJGS
 LY0793
 LY0793                          STATION DESCRIPTION
 LY0793
 LY0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0793'0.8 MI SE FROM LAYTON.
 LY0793'0.8 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0793'AT LAYTON.  A U.S.C. AND G.S. AND S.S. BRONZE DISK, SET IN THE
 LY0793'TOP OF A CONCRETE POST.
 LY0793
 LY0793                          STATION RECOVERY (1995)
 LY0793
 LY0793'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0793'THE STATION NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0788 ***********************************************************************
 LY0788  DESIGNATION -  2456
 LY0788  PID         -  LY0788
 LY0788  STATE/COUNTY-  NJ/SUSSEX
 LY0788  USGS QUAD   -  CULVERS GAP (1997)
 LY0788
 LY0788                         *CURRENT SURVEY CONTROL
 LY0788  ___________________________________________________________________
 LY0788* NAD 83(1986)-  41 13 42.     (N)    074 49 53.     (W)     SCALED    
 LY0788* NAVD 88     -       218.513  (meters)     716.90   (feet)  ADJUSTED  
 LY0788  ___________________________________________________________________
 LY0788  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 LY0788  DYNAMIC HT  -         218.422 (meters)     716.61  (feet)  COMP
 LY0788  MODELED GRAV-     980,202.0   (mgal)                       NAVD 88
 LY0788
 LY0788  VERT ORDER  -  SECOND    CLASS 0
 LY0788
 LY0788.The horizontal coordinates were scaled from a topographic map and have
 LY0788.an estimated accuracy of +/- 6 seconds.
 LY0788
 LY0788.The orthometric height was determined by differential leveling
 LY0788.and adjusted by the National Geodetic Survey in June 1991..
 LY0788
 LY0788.The geoid height was determined by GEOID03.
 LY0788
 LY0788.The dynamic height is computed by dividing the NAVD 88
 LY0788.geopotential number by the normal gravity value computed on the
 LY0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0788.degrees latitude (g = 980.6199 gals.).
 LY0788
 LY0788.The modeled gravity was interpolated from observed gravity values.
 LY0788
 LY0788;                    North         East    Units  Estimated Accuracy
 LY0788;SPC NJ       -   265,960.      122,220.      MT  (+/- 180 meters Scaled)
 LY0788
 LY0788                          SUPERSEDED SURVEY CONTROL
 LY0788
 LY0788  NGVD 29 (??/??/92)  218.700  (m)          717.52   (f) ADJ UNCH    2 0
 LY0788
 LY0788.Superseded values are not recommended for survey control.
 LY0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0788.See file dsdata.txt to determine how the superseded data were derived.
 LY0788
 LY0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL141641(NAD 83)
 LY0788_MARKER: DD = SURVEY DISK
 LY0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0788_STAMPING: 2456
 LY0788_MARK LOGO: NJGS  
 LY0788_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0788+STABILITY: SURFACE MOTION
 LY0788_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0788+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1995
 LY0788
 LY0788  HISTORY     - Date     Condition        Report By
 LY0788  HISTORY     - UNK      MONUMENTED       NJGS
 LY0788  HISTORY     - 1942     GOOD             NGS
 LY0788  HISTORY     - 19950110 GOOD             NJGS
 LY0788
 LY0788                          STATION DESCRIPTION
 LY0788
 LY0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0788'1 MI N FROM LAYTON.
 LY0788'1.0 MILE NORTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT
 LY0788'LAYTON, ABOUT 600 FEET NORTH OF A BARN AND 2 WHITE SILOS, ON TOP
 LY0788'OF A SMALL HILL, 113.3 FEET NORTHEAST OF AND ACROSS THE ROAD
 LY0788'FROM A SPIKE IN A 12-INCH WALNUT TREE, 92 FEET SOUTH OF A
 LY0788'TELEPHONE POLE, 31 FEET EAST OF THE CENTER LINE OF THE ROAD, 5.5
 LY0788'FEET EAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A STANDARD
 LY0788'REFERENCE POST, AND ABOUT 10 FEET ABOVE THE ROAD ELEVATION.
 LY0788'A U.S.C. AND G.S. AND S.S. BRONZE DISK, SET IN THE TOP OF A
 LY0788'CONCRETE POST, AND 0.1 FOOT BELOW THE SURFACE OF THE GROUND.
 LY0788
 LY0788                          STATION RECOVERY (1995)
 LY0788
 LY0788'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0788'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0784 ***********************************************************************
 LY0784  DESIGNATION -  2457
 LY0784  PID         -  LY0784
 LY0784  STATE/COUNTY-  NJ/SUSSEX
 LY0784  USGS QUAD   -  CULVERS GAP (1997)
 LY0784
 LY0784                         *CURRENT SURVEY CONTROL
 LY0784  ___________________________________________________________________
 LY0784* NAD 83(1986)-  41 13 28.     (N)    074 51 09.     (W)     SCALED    
 LY0784* NAVD 88     -       155.506  (meters)     510.19   (feet)  ADJUSTED  
 LY0784  ___________________________________________________________________
 LY0784  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LY0784  DYNAMIC HT  -         155.441 (meters)     509.98  (feet)  COMP
 LY0784  MODELED GRAV-     980,203.5   (mgal)                       NAVD 88
 LY0784
 LY0784  VERT ORDER  -  SECOND    CLASS 0
 LY0784
 LY0784.The horizontal coordinates were scaled from a topographic map and have
 LY0784.an estimated accuracy of +/- 6 seconds.
 LY0784
 LY0784.The orthometric height was determined by differential leveling
 LY0784.and adjusted by the National Geodetic Survey in June 1991..
 LY0784
 LY0784.The geoid height was determined by GEOID03.
 LY0784
 LY0784.The dynamic height is computed by dividing the NAVD 88
 LY0784.geopotential number by the normal gravity value computed on the
 LY0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0784.degrees latitude (g = 980.6199 gals.).
 LY0784
 LY0784.The modeled gravity was interpolated from observed gravity values.
 LY0784
 LY0784;                    North         East    Units  Estimated Accuracy
 LY0784;SPC NJ       -   265,530.      120,450.      MT  (+/- 180 meters Scaled)
 LY0784
 LY0784                          SUPERSEDED SURVEY CONTROL
 LY0784
 LY0784  NGVD 29 (??/??/92)  155.692  (m)          510.80   (f) ADJ UNCH    2 0
 LY0784
 LY0784.Superseded values are not recommended for survey control.
 LY0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0784.See file dsdata.txt to determine how the superseded data were derived.
 LY0784
 LY0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL123636(NAD 83)
 LY0784_MARKER: DB = BENCH MARK DISK
 LY0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0784_STAMPING: 2457
 LY0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0784+STABILITY: SURFACE MOTION
 LY0784
 LY0784  HISTORY     - Date     Condition        Report By
 LY0784  HISTORY     - UNK      MONUMENTED       NJGS
 LY0784  HISTORY     - 1942     GOOD             NGS
 LY0784  HISTORY     - 19950110 MARK NOT FOUND   NJGS
 LY0784
 LY0784                          STATION DESCRIPTION
 LY0784
 LY0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0784'1.2 MI E FROM DINGMANS FERRY.
 LY0784'1.2 MILES EAST ALONG A BLACK TOP ROAD FROM THE DINGMANS FERRY
 LY0784'GARAGE AT DINGMANS FERRY, ON THE OUTSIDE OF A CURVE IN THE ROAD,
 LY0784'91 FEET WEST OF AN IRON GRATING OF PIPE CULVERT INLET, 30 FEET
 LY0784'NORTHWEST OF THE CENTER LINE OF THE ROAD, 15.9 FEET EAST OF A
 LY0784'SPIKE IN A 24-INCH DOUBLE SWAMP MAPLE, AND 1 FOOT SOUTHEAST OF
 LY0784'A STANDARD REFERENCE POST.  A U.S.C. AND G.S. AND S.S. BRONZE
 LY0784'DISK, SET IN THE TOP OF A CONCRETE POST, AND FLUSH WITH THE
 LY0784'TOP OF THE GROUND.
 LY0784
 LY0784                          STATION RECOVERY (1995)
 LY0784
 LY0784'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0784'THE STATION NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0783 ***********************************************************************
 LY0783  DESIGNATION -  2458
 LY0783  PID         -  LY0783
 LY0783  STATE/COUNTY-  NJ/SUSSEX
 LY0783  USGS QUAD   -  CULVERS GAP (1997)
 LY0783
 LY0783                         *CURRENT SURVEY CONTROL
 LY0783  ___________________________________________________________________
 LY0783* NAD 83(1986)-  41 13 13.     (N)    074 51 23.     (W)     SCALED    
 LY0783* NAVD 88     -       123.611  (meters)     405.55   (feet)  ADJUSTED  
 LY0783  ___________________________________________________________________
 LY0783  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LY0783  DYNAMIC HT  -         123.559 (meters)     405.38  (feet)  COMP
 LY0783  MODELED GRAV-     980,202.8   (mgal)                       NAVD 88
 LY0783
 LY0783  VERT ORDER  -  SECOND    CLASS 0
 LY0783
 LY0783.The horizontal coordinates were scaled from a topographic map and have
 LY0783.an estimated accuracy of +/- 6 seconds.
 LY0783
 LY0783.The orthometric height was determined by differential leveling
 LY0783.and adjusted by the National Geodetic Survey in June 1991..
 LY0783
 LY0783.The geoid height was determined by GEOID03.
 LY0783
 LY0783.The dynamic height is computed by dividing the NAVD 88
 LY0783.geopotential number by the normal gravity value computed on the
 LY0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0783.degrees latitude (g = 980.6199 gals.).
 LY0783
 LY0783.The modeled gravity was interpolated from observed gravity values.
 LY0783
 LY0783;                    North         East    Units  Estimated Accuracy
 LY0783;SPC NJ       -   265,070.      120,120.      MT  (+/- 180 meters Scaled)
 LY0783
 LY0783                          SUPERSEDED SURVEY CONTROL
 LY0783
 LY0783  NGVD 29 (??/??/92)  123.795  (m)          406.15   (f) ADJ UNCH    2 0
 LY0783
 LY0783.Superseded values are not recommended for survey control.
 LY0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0783.See file dsdata.txt to determine how the superseded data were derived.
 LY0783
 LY0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL120632(NAD 83)
 LY0783_MARKER: DB = BENCH MARK DISK
 LY0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0783_STAMPING: 2458
 LY0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0783+STABILITY: SURFACE MOTION
 LY0783
 LY0783  HISTORY     - Date     Condition        Report By
 LY0783  HISTORY     - UNK      MONUMENTED       NJGS
 LY0783  HISTORY     - 1942     GOOD             NGS
 LY0783  HISTORY     - 1954     MARK NOT FOUND   USGS
 LY0783  HISTORY     - 19950110 MARK NOT FOUND   NJGS
 LY0783
 LY0783                          STATION DESCRIPTION
 LY0783
 LY0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0783'0.9 MI E FROM DINGMANS FERRY.
 LY0783'0.9 MILE EAST ALONG A BLACK TOP ROAD FROM THE DINGMANS FERRY
 LY0783'GARAGE AT DINGMANS FERRY, 407 FEET EAST OF THE EAST END OF A TOLL
 LY0783'BRIDGE OVER THE DELAWARE RIVER, 35 FEET NORTHEAST OF THE CENTER
 LY0783'OF THE SOUTHEAST STONE HEAD WALL OF A PIPE CULVERT, 23 FEET
 LY0783'SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND 1 FOOT SOUTHWEST
 LY0783'OF A STANDARD REFERENCE POST.  A U.S.C. AND G.S. AND S.S. BRONZE
 LY0783'DISK, SET IN THE TOP OF A CONCRETE POST, AND 0.1 FT BELOW THE
 LY0783'SURFACE OF THE GROUND.
 LY0783
 LY0783                          STATION RECOVERY (1954)
 LY0783
 LY0783'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LY0783'MARK NOT FOUND.
 LY0783
 LY0783                          STATION RECOVERY (1995)
 LY0783
 LY0783'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0783'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 LY0783'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0749 ***********************************************************************
 LY0749  DESIGNATION -  2462
 LY0749  PID         -  LY0749
 LY0749  STATE/COUNTY-  NJ/WARREN
 LY0749  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY0749
 LY0749                         *CURRENT SURVEY CONTROL
 LY0749  ___________________________________________________________________
 LY0749* NAD 83(1986)-  41 05 05.     (N)    074 57 42.     (W)     SCALED    
 LY0749* NAVD 88     -       253.331  (meters)     831.14   (feet)  ADJUSTED  
 LY0749  ___________________________________________________________________
 LY0749  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 LY0749  DYNAMIC HT  -         253.220 (meters)     830.77  (feet)  COMP
 LY0749  MODELED GRAV-     980,180.5   (mgal)                       NAVD 88
 LY0749
 LY0749  VERT ORDER  -  SECOND    CLASS 0
 LY0749
 LY0749.The horizontal coordinates were scaled from a topographic map and have
 LY0749.an estimated accuracy of +/- 6 seconds.
 LY0749
 LY0749.The orthometric height was determined by differential leveling
 LY0749.and adjusted by the National Geodetic Survey in June 1991..
 LY0749
 LY0749.The geoid height was determined by GEOID03.
 LY0749
 LY0749.The dynamic height is computed by dividing the NAVD 88
 LY0749.geopotential number by the normal gravity value computed on the
 LY0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0749.degrees latitude (g = 980.6199 gals.).
 LY0749
 LY0749.The modeled gravity was interpolated from observed gravity values.
 LY0749
 LY0749;                    North         East    Units  Estimated Accuracy
 LY0749;SPC NJ       -   250,060.      111,210.      MT  (+/- 180 meters Scaled)
 LY0749
 LY0749                          SUPERSEDED SURVEY CONTROL
 LY0749
 LY0749  NGVD 29 (??/??/92)  253.521  (m)          831.76   (f) ADJ UNCH    2 0
 LY0749
 LY0749.Superseded values are not recommended for survey control.
 LY0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0749.See file dsdata.txt to determine how the superseded data were derived.
 LY0749
 LY0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL032481(NAD 83)
 LY0749_MARKER: DB = BENCH MARK DISK
 LY0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0749_STAMPING: 2462
 LY0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0749+STABILITY: SURFACE MOTION
 LY0749
 LY0749  HISTORY     - Date     Condition        Report By
 LY0749  HISTORY     - UNK      MONUMENTED       NJGS
 LY0749  HISTORY     - 1942     GOOD             NGS
 LY0749
 LY0749                          STATION DESCRIPTION
 LY0749
 LY0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0749'1 MI N FROM MILLBROOK.
 LY0749'1.0 MILE NORTH ALONG A GRAVEL ROAD FROM THE MILLBROOK INN AT
 LY0749'MILLBROOK, 37 FEET SOUTHWEST OF TELEPHONE POLE NO. 82, 17 FEET
 LY0749'WEST OF THE CENTER LINE OF THE ROAD, AND 1 FOOT EAST OF A
 LY0749'STANDARD REFERENCE POST.  A U.S.C. AND G.S. AND S.S. BRONZE DISK,
 LY0749'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0750 ***********************************************************************
 LY0750  DESIGNATION -  2463
 LY0750  PID         -  LY0750
 LY0750  STATE/COUNTY-  NJ/WARREN
 LY0750  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY0750
 LY0750                         *CURRENT SURVEY CONTROL
 LY0750  ___________________________________________________________________
 LY0750* NAD 83(1986)-  41 05 16.     (N)    074 57 44.     (W)     SCALED    
 LY0750* NAVD 88     -       246.221  (meters)     807.81   (feet)  ADJUSTED  
 LY0750  ___________________________________________________________________
 LY0750  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 LY0750  DYNAMIC HT  -         246.114 (meters)     807.46  (feet)  COMP
 LY0750  MODELED GRAV-     980,181.3   (mgal)                       NAVD 88
 LY0750
 LY0750  VERT ORDER  -  SECOND    CLASS 0
 LY0750
 LY0750.The horizontal coordinates were scaled from a topographic map and have
 LY0750.an estimated accuracy of +/- 6 seconds.
 LY0750
 LY0750.The orthometric height was determined by differential leveling
 LY0750.and adjusted by the National Geodetic Survey in June 1991..
 LY0750
 LY0750.The geoid height was determined by GEOID03.
 LY0750
 LY0750.The dynamic height is computed by dividing the NAVD 88
 LY0750.geopotential number by the normal gravity value computed on the
 LY0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0750.degrees latitude (g = 980.6199 gals.).
 LY0750
 LY0750.The modeled gravity was interpolated from observed gravity values.
 LY0750
 LY0750;                    North         East    Units  Estimated Accuracy
 LY0750;SPC NJ       -   250,400.      111,170.      MT  (+/- 180 meters Scaled)
 LY0750
 LY0750                          SUPERSEDED SURVEY CONTROL
 LY0750
 LY0750  NGVD 29 (??/??/92)  246.409  (m)          808.43   (f) ADJ UNCH    2 0
 LY0750
 LY0750.Superseded values are not recommended for survey control.
 LY0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0750.See file dsdata.txt to determine how the superseded data were derived.
 LY0750
 LY0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL031485(NAD 83)
 LY0750_MARKER: DB = BENCH MARK DISK
 LY0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0750_STAMPING: 2463
 LY0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0750+STABILITY: SURFACE MOTION
 LY0750
 LY0750  HISTORY     - Date     Condition        Report By
 LY0750  HISTORY     - UNK      MONUMENTED       NJGS
 LY0750  HISTORY     - 1942     GOOD             NGS
 LY0750
 LY0750                          STATION DESCRIPTION
 LY0750
 LY0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0750'1.2 MI N FROM MILLBROOK.
 LY0750'1.2 MILES NORTH ALONG A GRAVEL ROAD FROM THE MILLBROOK INN AT
 LY0750'MILLBROOK, 44 FEET SOUTH OF TELEPHONE POLE NO. 76, 42 FEET SOUTHWEST
 LY0750'OF A 10-INCH BULL PINE, 19.5 FEET WEST OF THE CENTERLINE OF THE
 LY0750'ROAD.  A U.S.C. AND G.S. AND S.S. BRONZE DISK, SET IN THE TOP
 LY0750'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1705 ***********************************************************************
 KV1705  DESIGNATION -  25
 KV1705  PID         -  KV1705
 KV1705  STATE/COUNTY-  NJ/WARREN
 KV1705  USGS QUAD   -  RIEGELSVILLE (1990)
 KV1705
 KV1705                         *CURRENT SURVEY CONTROL
 KV1705  ___________________________________________________________________
 KV1705* NAD 83(1986)-  40 37 29.     (N)    075 11 09.     (W)     SCALED    
 KV1705* NAVD 88     -        51.691  (meters)     169.59   (feet)  ADJUSTED  
 KV1705  ___________________________________________________________________
 KV1705  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KV1705  DYNAMIC HT  -          51.666 (meters)     169.51  (feet)  COMP
 KV1705  MODELED GRAV-     980,160.2   (mgal)                       NAVD 88
 KV1705
 KV1705  VERT ORDER  -  FIRST     CLASS I
 KV1705
 KV1705.The horizontal coordinates were scaled from a topographic map and have
 KV1705.an estimated accuracy of +/- 6 seconds.
 KV1705
 KV1705.The orthometric height was determined by differential leveling
 KV1705.and adjusted by the National Geodetic Survey in June 1991..
 KV1705.WARNING-Repeat measurements at this control monument indicate possible
 KV1705.vertical movement.
 KV1705
 KV1705.The geoid height was determined by GEOID03.
 KV1705
 KV1705.The dynamic height is computed by dividing the NAVD 88
 KV1705.geopotential number by the normal gravity value computed on the
 KV1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1705.degrees latitude (g = 980.6199 gals.).
 KV1705
 KV1705.The modeled gravity was interpolated from observed gravity values.
 KV1705
 KV1705;                    North         East    Units  Estimated Accuracy
 KV1705;SPC NJ       -   199,100.       91,980.      MT  (+/- 180 meters Scaled)
 KV1705
 KV1705                          SUPERSEDED SURVEY CONTROL
 KV1705
 KV1705  NGVD 29 (01/10/92)   51.929  (m)          170.37   (f) ADJUSTED    1 1
 KV1705
 KV1705.Superseded values are not recommended for survey control.
 KV1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1705.See file dsdata.txt to determine how the superseded data were derived.
 KV1705
 KV1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK842971(NAD 83)
 KV1705_MARKER: B = BOLT
 KV1705_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1705_SP_SET: BRIDGE ABUTMENT
 KV1705_MARK LOGO: NONE  
 KV1705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1705+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1989
 KV1705
 KV1705  HISTORY     - Date     Condition        Report By
 KV1705  HISTORY     - 1935     MONUMENTED       PRR
 KV1705  HISTORY     - 1961     GOOD             CGS
 KV1705  HISTORY     - 19891010 GOOD             NJGS
 KV1705
 KV1705                          STATION DESCRIPTION
 KV1705
 KV1705'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV1705'6 MI SE FROM PHILLIPSBURG.
 KV1705'6.0 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV1705'STATION AT PHILLIPSBURG, WARREN COUNTY, AT A STEEL BRIDGE OVER
 KV1705'A CREEK, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 KV1705'ABUTMENT, 2.9 FEET EAST OF THE EAST RAIL, AND 3.3 FEET BELOW THE
 KV1705'LEVEL OF THE TRACK.  A COPPER BOLT.
 KV1705
 KV1705                          STATION RECOVERY (1989)
 KV1705
 KV1705'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV1705'4.4 KM (2.75 MI) NORTH ALONG CARPENTERSVILLE ROAD FROM THE BRIDGE AT
 KV1705'REIGELSVILLE, ALSO ABOUT 9.7 KM (6.05 MI) SOUTHEAST ALONG THE RAILROAD
 KV1705'GRADE FROM THE FORMER STATION AT PHILLIPSBURG TO THE RAILROAD BRIDGE
 KV1705'SPANNING THE POHATCONG CREEK. BOLT SET IN TOP OF THE EAST END OF THE
 KV1705'SOUTH STONE ABUTMENT, 1.0 M (3.3 FT) BELOW THE TOP OF THE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0183 ***********************************************************************
 KV0183  DESIGNATION -  25 A 2 DLWRR
 KV0183  PID         -  KV0183
 KV0183  STATE/COUNTY-  NJ/PASSAIC
 KV0183  USGS QUAD   -  POMPTON PLAINS (1995)
 KV0183
 KV0183                         *CURRENT SURVEY CONTROL
 KV0183  ___________________________________________________________________
 KV0183* NAD 83(1986)-  40 54 59.     (N)    074 16 08.     (W)     SCALED    
 KV0183* NAVD 88     -        53.958  (meters)     177.03   (feet)  ADJUSTED  
 KV0183  ___________________________________________________________________
 KV0183  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV0183  DYNAMIC HT  -          53.936 (meters)     176.96  (feet)  COMP
 KV0183  MODELED GRAV-     980,204.4   (mgal)                       NAVD 88
 KV0183
 KV0183  VERT ORDER  -  FIRST     CLASS II
 KV0183
 KV0183.The horizontal coordinates were scaled from a topographic map and have
 KV0183.an estimated accuracy of +/- 6 seconds.
 KV0183
 KV0183.The orthometric height was determined by differential leveling
 KV0183.and adjusted by the National Geodetic Survey in June 1991..
 KV0183
 KV0183.The geoid height was determined by GEOID03.
 KV0183
 KV0183.The dynamic height is computed by dividing the NAVD 88
 KV0183.geopotential number by the normal gravity value computed on the
 KV0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0183.degrees latitude (g = 980.6199 gals.).
 KV0183
 KV0183.The modeled gravity was interpolated from observed gravity values.
 KV0183
 KV0183;                    North         East    Units  Estimated Accuracy
 KV0183;SPC NJ       -   231,290.      169,470.      MT  (+/- 180 meters Scaled)
 KV0183
 KV0183                          SUPERSEDED SURVEY CONTROL
 KV0183
 KV0183  NGVD 29 (??/??/??)   54.239  (m)          177.95   (f) ADJUSTED    1 2
 KV0183
 KV0183.Superseded values are not recommended for survey control.
 KV0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0183.See file dsdata.txt to determine how the superseded data were derived.
 KV0183
 KV0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL615297(NAD 83)
 KV0183_MARKER: B = BOLT
 KV0183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0183_SP_SET: BRIDGE
 KV0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0183
 KV0183  HISTORY     - Date     Condition        Report By
 KV0183  HISTORY     - 1933     MONUMENTED       DLWRR
 KV0183  HISTORY     - 1934     GOOD             CGS
 KV0183
 KV0183                          STATION DESCRIPTION
 KV0183
 KV0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0183'AT MOUNTAIN VIEW.
 KV0183'AT MOUNTAIN VIEW, PASSAIC COUNTY, ON THE DELAWARE, LACKAWANNA
 KV0183'AND WESTERN RAILROAD, ABOUT 1,000 FEET WEST OF THE CONCRETE
 KV0183'OVERHEAD HIGHWAY BRIDGE, 200 FEET EAST OF THE ERIE RAILROAD
 KV0183'CROSSING, IN THE TOP OF THE NORTH END OF AN ABANDONED CONCRETE
 KV0183'ABUTMENT, 6 FEET NORTH OF THE NORTH RAIL, AND LEVEL WITH THE BASE
 KV0183'OF THE RAIL.  A BOLT.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN
 KV0183'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD
 KV0183'IS NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1253 ***********************************************************************
 KV1253  DESIGNATION -  2505
 KV1253  PID         -  KV1253
 KV1253  STATE/COUNTY-  NJ/WARREN
 KV1253  USGS QUAD   -  HACKETTSTOWN (1976)
 KV1253
 KV1253                         *CURRENT SURVEY CONTROL
 KV1253  ___________________________________________________________________
 KV1253* NAD 83(1986)-  40 51 19.     (N)    074 49 53.     (W)     SCALED    
 KV1253* NAVD 88     -       172.930  (meters)     567.35   (feet)  ADJUSTED  
 KV1253  ___________________________________________________________________
 KV1253  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KV1253  DYNAMIC HT  -         172.852 (meters)     567.10  (feet)  COMP
 KV1253  MODELED GRAV-     980,167.9   (mgal)                       NAVD 88
 KV1253
 KV1253  VERT ORDER  -  SECOND    CLASS 0
 KV1253
 KV1253.The horizontal coordinates were scaled from a topographic map and have
 KV1253.an estimated accuracy of +/- 6 seconds.
 KV1253
 KV1253.The orthometric height was determined by differential leveling
 KV1253.and adjusted by the National Geodetic Survey in June 1991..
 KV1253
 KV1253.The geoid height was determined by GEOID03.
 KV1253
 KV1253.The dynamic height is computed by dividing the NAVD 88
 KV1253.geopotential number by the normal gravity value computed on the
 KV1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1253.degrees latitude (g = 980.6199 gals.).
 KV1253
 KV1253.The modeled gravity was interpolated from observed gravity values.
 KV1253
 KV1253;                    North         East    Units  Estimated Accuracy
 KV1253;SPC NJ       -   224,530.      122,060.      MT  (+/- 180 meters Scaled)
 KV1253
 KV1253                          SUPERSEDED SURVEY CONTROL
 KV1253
 KV1253  NGVD 29 (??/??/??)  173.150  (m)          568.08   (f) ADJUSTED    2 0
 KV1253
 KV1253.Superseded values are not recommended for survey control.
 KV1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1253.See file dsdata.txt to determine how the superseded data were derived.
 KV1253
 KV1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL142227(NAD 83)
 KV1253_MARKER: DD = SURVEY DISK
 KV1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1253_STAMPING: 2505
 KV1253_MARK LOGO: NJGS  
 KV1253_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1253+STABILITY: SURFACE MOTION
 KV1253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1253+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1996
 KV1253
 KV1253  HISTORY     - Date     Condition        Report By
 KV1253  HISTORY     - UNK      MONUMENTED       NJGS
 KV1253  HISTORY     - 1942     GOOD             CGS
 KV1253  HISTORY     - 19960222 GOOD             NJGS
 KV1253
 KV1253                          STATION DESCRIPTION
 KV1253
 KV1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1253'AT HACKETTSTOWN.
 KV1253'AT HACKETTSTOWN, WARREN COUNTY, 80 FEET SOUTHEAST OF THE SOUTHWEST
 KV1253'CORNER OF THE AMERICAN SAWMILL MACHINERY CO., 33.9 FEET NORTHEAST
 KV1253'OF THE CENTERLINE OF THE MAIN STREET, 15.9 FEET SOUTHEAST OF THE
 KV1253'CENTERLINE OF THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 KV1253'EAST-BOUND TRACK, AND 3 FEET SOUTHWEST OF THE EAST RAILROAD GATE.
 KV1253'A STATE CONTROL SURVEY DISK.  NOTE-- THE DELAWARE, LACKAWANNA AND
 KV1253'WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE
 KV1253'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV1253
 KV1253                          STATION RECOVERY (1996)
 KV1253
 KV1253'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV1253'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1407 ***********************************************************************
 KV1407  DESIGNATION -  2520 NJGS
 KV1407  PID         -  KV1407
 KV1407  STATE/COUNTY-  NJ/WARREN
 KV1407  USGS QUAD   -  BLAIRSTOWN (1971)
 KV1407
 KV1407                         *CURRENT SURVEY CONTROL
 KV1407  ___________________________________________________________________
 KV1407* NAD 83(1986)-  40 58 54.     (N)    074 57 37.     (W)     SCALED    
 KV1407* NAVD 88     -       104.761  (meters)     343.70   (feet)  ADJUSTED  
 KV1407  ___________________________________________________________________
 KV1407  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KV1407  DYNAMIC HT  -         104.715 (meters)     343.55  (feet)  COMP
 KV1407  MODELED GRAV-     980,186.0   (mgal)                       NAVD 88
 KV1407
 KV1407  VERT ORDER  -  SECOND    CLASS 0
 KV1407
 KV1407.The horizontal coordinates were scaled from a topographic map and have
 KV1407.an estimated accuracy of +/- 6 seconds.
 KV1407
 KV1407.The orthometric height was determined by differential leveling
 KV1407.and adjusted by the National Geodetic Survey in June 1991..
 KV1407
 KV1407.The geoid height was determined by GEOID03.
 KV1407
 KV1407.The dynamic height is computed by dividing the NAVD 88
 KV1407.geopotential number by the normal gravity value computed on the
 KV1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1407.degrees latitude (g = 980.6199 gals.).
 KV1407
 KV1407.The modeled gravity was interpolated from observed gravity values.
 KV1407
 KV1407;                    North         East    Units  Estimated Accuracy
 KV1407;SPC NJ       -   238,610.      111,270.      MT  (+/- 180 meters Scaled)
 KV1407
 KV1407                          SUPERSEDED SURVEY CONTROL
 KV1407
 KV1407  NGVD 29 (??/??/??)  104.969  (m)          344.39   (f) ADJUSTED    2 0
 KV1407
 KV1407.Superseded values are not recommended for survey control.
 KV1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1407.See file dsdata.txt to determine how the superseded data were derived.
 KV1407
 KV1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL033367(NAD 83)
 KV1407_MARKER: DD = SURVEY DISK
 KV1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1407_STAMPING: 2520
 KV1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1407+STABILITY: SURFACE MOTION
 KV1407
 KV1407  HISTORY     - Date     Condition        Report By
 KV1407  HISTORY     - UNK      MONUMENTED       NJGS
 KV1407  HISTORY     - 1942     GOOD             CGS
 KV1407  HISTORY     - 1954     MARK NOT FOUND   USGS
 KV1407
 KV1407                          STATION DESCRIPTION
 KV1407
 KV1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1407'AT BLAIRSTOWN.
 KV1407'AT BLAIRSTOWN, AT THE INTERSECTION OF STATE HIGHWAY NO. 8
 KV1407'AND THE BLAIRSTOWN-MILLBROOK ROAD, ACROSS THE HIGHWAY FROM THE
 KV1407'FORD GARAGE, 48.7 FEET NORTHWEST OF POWER LINE POLE NO. BL 165,
 KV1407'24.5 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND FLUSH
 KV1407'WITH THE TOP OF THE GROUND.  A STANDARD NEW JERSEY GEODETIC
 KV1407'CONTROL SURVEY DISK SET IN THE TOP OF A CONCRETE POST.
 KV1407
 KV1407                          STATION RECOVERY (1954)
 KV1407
 KV1407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KV1407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0928 ***********************************************************************
 JU0928  DESIGNATION -  25.40 NJGS
 JU0928  PID         -  JU0928
 JU0928  STATE/COUNTY-  NJ/CAMDEN
 JU0928  USGS QUAD   -  CAMDEN (1995)
 JU0928
 JU0928                         *CURRENT SURVEY CONTROL
 JU0928  ___________________________________________________________________
 JU0928* NAD 83(1986)-  39 58 41.     (N)    075 03 44.     (W)     SCALED    
 JU0928* NAVD 88     -         7.527  (meters)      24.69   (feet)  POSTED    
 JU0928  ___________________________________________________________________
 JU0928  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU0928  DYNAMIC HT  -           7.520 (meters)      24.67  (feet)  COMP
 JU0928  MODELED GRAV-     980,187.8   (mgal)                       NAVD 88
 JU0928
 JU0928  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 JU0928
 JU0928.The horizontal coordinates were scaled from a topographic map and have
 JU0928.an estimated accuracy of +/- 6 seconds.
 JU0928
 JU0928.The orthometric height was determined by differential leveling
 JU0928.and adjusted by the National Geodetic Survey in 1992..
 JU0928.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 JU0928.rate greater than 8.0 mm/km.
 JU0928
 JU0928.The geoid height was determined by GEOID03.
 JU0928
 JU0928.The dynamic height is computed by dividing the NAVD 88
 JU0928.geopotential number by the normal gravity value computed on the
 JU0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0928.degrees latitude (g = 980.6199 gals.).
 JU0928
 JU0928.The modeled gravity was interpolated from observed gravity values.
 JU0928
 JU0928;                    North         East    Units  Estimated Accuracy
 JU0928;SPC NJ       -   127,230.      101,980.      MT  (+/- 180 meters Scaled)
 JU0928
 JU0928                          SUPERSEDED SURVEY CONTROL
 JU0928
 JU0928  NGVD 29 (??/??/??)    7.882  (m)           25.86   (f) ADJUSTED    1 2
 JU0928
 JU0928.Superseded values are not recommended for survey control.
 JU0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0928.See file dsdata.txt to determine how the superseded data were derived.
 JU0928
 JU0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK946253(NAD 83)
 JU0928_MARKER: X = CHISELED CROSS
 JU0928_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0928_SP_SET: STEP
 JU0928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0928
 JU0928  HISTORY     - Date     Condition        Report By
 JU0928  HISTORY     - UNK      MONUMENTED       NJGS
 JU0928  HISTORY     - 1956     GOOD             CGS
 JU0928  HISTORY     - 1963     GOOD             CGS
 JU0928
 JU0928                          STATION DESCRIPTION
 JU0928
 JU0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JU0928'AT DELAIR.
 JU0928'AT DELAIR, ALONG THE PENNSYLVANIA RAILROAD, AT A LARGE RAIL ROAD
 JU0928'OVERPASS, ON TOP AND AT THE NORTHWEST END OF THE BOTTOM STEP OF
 JU0928'THE SOUTHEAST STONE HEAD WALL OF THE OVERPASS, 10 1/2 RAILS
 JU0928'SOUTHWEST OF THE SOUTHWEST END OF THE STATION, 39.5 FEET SOUTHEAST
 JU0928'OF THE SOUTHEAST RAIL, 1.4 FEET NORTH OF BENCH MARK E 3, ABOUT 1
 JU0928'FOOT ABOVE THE LEVEL OF THE TRACK.
 JU0928
 JU0928                          STATION RECOVERY (1963)
 JU0928
 JU0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU0928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1260 ***********************************************************************
 KV1260  DESIGNATION -  2545 NJGS
 KV1260  PID         -  KV1260
 KV1260  STATE/COUNTY-  NJ/WARREN
 KV1260  USGS QUAD   -  WASHINGTON (1976)
 KV1260
 KV1260                         *CURRENT SURVEY CONTROL
 KV1260  ___________________________________________________________________
 KV1260* NAD 83(1986)-  40 45 34.     (N)    074 58 30.     (W)     SCALED    
 KV1260* NAVD 88     -       142.634  (meters)     467.96   (feet)  ADJUSTED  
 KV1260  ___________________________________________________________________
 KV1260  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KV1260  DYNAMIC HT  -         142.569 (meters)     467.75  (feet)  COMP
 KV1260  MODELED GRAV-     980,168.0   (mgal)                       NAVD 88
 KV1260
 KV1260  VERT ORDER  -  SECOND    CLASS 0
 KV1260
 KV1260.The horizontal coordinates were scaled from a topographic map and have
 KV1260.an estimated accuracy of +/- 6 seconds.
 KV1260
 KV1260.The orthometric height was determined by differential leveling
 KV1260.and adjusted by the National Geodetic Survey in June 1991..
 KV1260
 KV1260.The geoid height was determined by GEOID03.
 KV1260
 KV1260.The dynamic height is computed by dividing the NAVD 88
 KV1260.geopotential number by the normal gravity value computed on the
 KV1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1260.degrees latitude (g = 980.6199 gals.).
 KV1260
 KV1260.The modeled gravity was interpolated from observed gravity values.
 KV1260
 KV1260;                    North         East    Units  Estimated Accuracy
 KV1260;SPC NJ       -   213,950.      109,900.      MT  (+/- 180 meters Scaled)
 KV1260
 KV1260                          SUPERSEDED SURVEY CONTROL
 KV1260
 KV1260  NGVD 29 (??/??/??)  142.860  (m)          468.70   (f) ADJUSTED    2 0
 KV1260
 KV1260.Superseded values are not recommended for survey control.
 KV1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1260.See file dsdata.txt to determine how the superseded data were derived.
 KV1260
 KV1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL021120(NAD 83)
 KV1260_MARKER: DD = SURVEY DISK
 KV1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1260_STAMPING: 2545
 KV1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1260+STABILITY: SURFACE MOTION
 KV1260
 KV1260  HISTORY     - Date     Condition        Report By
 KV1260  HISTORY     - UNK      MONUMENTED       NJGS
 KV1260  HISTORY     - 1942     GOOD             CGS
 KV1260
 KV1260                          STATION DESCRIPTION
 KV1260
 KV1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1260'AT WASHINGTON.
 KV1260'AT WASHINGTON, WARREN COUNTY, AT THE INTERSECTION OF STATE HIGHWAY
 KV1260'24 AND STATE HIGHWAY 30, AT THE CENTER OF THE TRAFFIC CIRCLE, AT
 KV1260'THE NORTHEAST QUARTER OF THE CIRCULAR GRASS PLOT, 77.2 FEET
 KV1260'NORTHWEST OF THE NORTHWEST CORNER OF THE WASHINGTON THEATRE
 KV1260'BUILDING, AND 11.7 FEET WEST OF THE EDGE OF THE SIDEWALK SURROUNDING
 KV1260'THE GRASS PLOT.  A STATE CONTROL SURVEY DISK, STAMPED 2545 AND SET
 KV1260'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1592 ***********************************************************************
 KV1592  DESIGNATION -  2549
 KV1592  PID         -  KV1592
 KV1592  STATE/COUNTY-  NJ/WARREN
 KV1592  USGS QUAD   -  BELVIDERE (1992)
 KV1592
 KV1592                         *CURRENT SURVEY CONTROL
 KV1592  ___________________________________________________________________
 KV1592* NAD 83(1986)-  40 48 27.     (N)    075 04 30.     (W)     SCALED    
 KV1592* NAVD 88     -       101.561  (meters)     333.20   (feet)  ADJUSTED  
 KV1592  ___________________________________________________________________
 KV1592  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KV1592  DYNAMIC HT  -         101.514 (meters)     333.05  (feet)  COMP
 KV1592  MODELED GRAV-     980,170.9   (mgal)                       NAVD 88
 KV1592
 KV1592  VERT ORDER  -  SECOND    CLASS 0
 KV1592
 KV1592.The horizontal coordinates were scaled from a topographic map and have
 KV1592.an estimated accuracy of +/- 6 seconds.
 KV1592
 KV1592.The orthometric height was determined by differential leveling
 KV1592.and adjusted by the National Geodetic Survey in June 1991..
 KV1592
 KV1592.The geoid height was determined by GEOID03.
 KV1592
 KV1592.The dynamic height is computed by dividing the NAVD 88
 KV1592.geopotential number by the normal gravity value computed on the
 KV1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1592.degrees latitude (g = 980.6199 gals.).
 KV1592
 KV1592.The modeled gravity was interpolated from observed gravity values.
 KV1592
 KV1592;                    North         East    Units  Estimated Accuracy
 KV1592;SPC NJ       -   219,330.      101,490.      MT  (+/- 180 meters Scaled)
 KV1592
 KV1592                          SUPERSEDED SURVEY CONTROL
 KV1592
 KV1592  NGVD 29 (??/??/??)  101.771  (m)          333.89   (f) ADJUSTED    2 0
 KV1592
 KV1592.Superseded values are not recommended for survey control.
 KV1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1592.See file dsdata.txt to determine how the superseded data were derived.
 KV1592
 KV1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL936173(NAD 83)
 KV1592_MARKER: DD = SURVEY DISK
 KV1592_SETTING: 0 = UNSPECIFIED SETTING
 KV1592_STAMPING: 2549
 KV1592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1592
 KV1592  HISTORY     - Date     Condition        Report By
 KV1592  HISTORY     - 1942     MONUMENTED       NJGS
 KV1592  HISTORY     - 1942     GOOD             CGS
 KV1592  HISTORY     - 19950119 MARK NOT FOUND   NJGS
 KV1592
 KV1592                          STATION DESCRIPTION
 KV1592
 KV1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1592'1.7 MI SW FROM BELVIDERE.
 KV1592'1.7 MILE SOUTHWEST ALONG STATE HIGHWAY 543 FROM THE INTERSECTION
 KV1592'OF MARKET AND WATER STREETS AT BELVIDERE, WARREN COUNTY, AT THE
 KV1592'JUNCTION OF A CONCRETE HIGHWAY, 71.1 FEET SOUTH OF THE SOUTHWEST
 KV1592'CORNER OF A WHITE HOUSE (FORMERLY THE BELVIDERE SERVICE STATION),
 KV1592'73.4 FEET NORTH OF POLE WH-490, 37.9 FEET SOUTHEAST OF THE
 KV1592'CENTERLINE OF THE CONCRETE HIGHWAY, 25 FEET NORTHWEST OF STATE
 KV1592'HIGHWAY 543, AND 9.5 FEET NORTHWEST OF A LARGE CHERRY TREE IN A
 KV1592'FLOWER BED.
 KV1592
 KV1592                          STATION RECOVERY (1995)
 KV1592
 KV1592'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1592'STATION NOT RECOVERED AT THIS TIME.  THE TIES FALL UNDER PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1258 ***********************************************************************
 KV1258  DESIGNATION -  2561 NJGS
 KV1258  PID         -  KV1258
 KV1258  STATE/COUNTY-  NJ/WARREN
 KV1258  USGS QUAD   -  WASHINGTON (1976)
 KV1258
 KV1258                         *CURRENT SURVEY CONTROL
 KV1258  ___________________________________________________________________
 KV1258* NAD 83(1986)-  40 45 31.     (N)    074 58 44.     (W)     SCALED    
 KV1258* NAVD 88     -       140.791  (meters)     461.91   (feet)  ADJUSTED  
 KV1258  ___________________________________________________________________
 KV1258  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KV1258  DYNAMIC HT  -         140.727 (meters)     461.70  (feet)  COMP
 KV1258  MODELED GRAV-     980,167.6   (mgal)                       NAVD 88
 KV1258
 KV1258  VERT ORDER  -  SECOND    CLASS 0
 KV1258
 KV1258.The horizontal coordinates were scaled from a topographic map and have
 KV1258.an estimated accuracy of +/- 6 seconds.
 KV1258
 KV1258.The orthometric height was determined by differential leveling
 KV1258.and adjusted by the National Geodetic Survey in June 1991..
 KV1258
 KV1258.The geoid height was determined by GEOID03.
 KV1258
 KV1258.The dynamic height is computed by dividing the NAVD 88
 KV1258.geopotential number by the normal gravity value computed on the
 KV1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1258.degrees latitude (g = 980.6199 gals.).
 KV1258
 KV1258.The modeled gravity was interpolated from observed gravity values.
 KV1258
 KV1258;                    North         East    Units  Estimated Accuracy
 KV1258;SPC NJ       -   213,850.      109,570.      MT  (+/- 180 meters Scaled)
 KV1258
 KV1258                          SUPERSEDED SURVEY CONTROL
 KV1258
 KV1258  NGVD 29 (??/??/??)  141.017  (m)          462.65   (f) ADJUSTED    2 0
 KV1258
 KV1258.Superseded values are not recommended for survey control.
 KV1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1258.See file dsdata.txt to determine how the superseded data were derived.
 KV1258
 KV1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL017119(NAD 83)
 KV1258_MARKER: DD = SURVEY DISK
 KV1258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1258_SP_SET: SIDEWALK
 KV1258_STAMPING: 2561
 KV1258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1258+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2006
 KV1258
 KV1258  HISTORY     - Date     Condition        Report By
 KV1258  HISTORY     - UNK      MONUMENTED       NJGS
 KV1258  HISTORY     - 1942     GOOD             CGS
 KV1258  HISTORY     - 20060111 GOOD             SURVSA
 KV1258
 KV1258                          STATION DESCRIPTION
 KV1258
 KV1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1258'AT WASHINGTON.
 KV1258'AT WASHINGTON, WARREN COUNTY, ABOUT 0.2 MILE WEST OF THE TRAFFIC
 KV1258'CIRCLE, ON THE NORTH SIDE OF WASHINGTON STREET (STATE HIGHWAY 24),
 KV1258'225.2 FEET EAST OF THE CURB LINE OF BELVIDERE AVENUE, 37.2 FEET
 KV1258'SOUTH OF THE SOUTHEAST CORNER OF BEERS STORE, 22.3 FEET SOUTHEAST
 KV1258'OF THE SOUTHWEST CORNER, IN THE CONCRETE SIDEWALK, AND 0.6 FOOT
 KV1258'NORTH OF THE FACE OF THE CURB.  A STATE CONTROL SURVEY DISK,
 KV1258'STAMPED 2561.
 KV1258
 KV1258                          STATION RECOVERY (2006)
 KV1258
 KV1258'RECOVERY NOTE BY B2A SURVSAT 2006 (BRB)
 KV1258'MARK IS UNDER A SAND-GROUTED BRICK SIDEWALK. A FEW BRICKS MUST BE
 KV1258'REMOVED AND REPLACED.IT IS LOCATED OPPOSITE THE BUILDING JOINT BETWEEN
 KV1258'STREET NUMBERS 34 AND 36, 22.1' DISTANT. IT IS ABOUT 1' BEHIND THE
 KV1258'FACE OF THE NORTHERLY CONCRETE STREET CURB. AN ARROW WAS CUT ON THE
 KV1258'TOP OF THE CURB POINTING TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1257 ***********************************************************************
 KV1257  DESIGNATION -  2562 NJGS
 KV1257  PID         -  KV1257
 KV1257  STATE/COUNTY-  NJ/WARREN
 KV1257  USGS QUAD   -  WASHINGTON (1976)
 KV1257
 KV1257                         *CURRENT SURVEY CONTROL
 KV1257  ___________________________________________________________________
 KV1257* NAD 83(1986)-  40 45 26.     (N)    074 59 03.     (W)     SCALED    
 KV1257* NAVD 88     -       137.393  (meters)     450.76   (feet)  ADJUSTED  
 KV1257  ___________________________________________________________________
 KV1257  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 KV1257  DYNAMIC HT  -         137.330 (meters)     450.56  (feet)  COMP
 KV1257  MODELED GRAV-     980,166.9   (mgal)                       NAVD 88
 KV1257
 KV1257  VERT ORDER  -  SECOND    CLASS 0
 KV1257
 KV1257.The horizontal coordinates were scaled from a topographic map and have
 KV1257.an estimated accuracy of +/- 6 seconds.
 KV1257
 KV1257.The orthometric height was determined by differential leveling
 KV1257.and adjusted by the National Geodetic Survey in June 1991..
 KV1257
 KV1257.The geoid height was determined by GEOID03.
 KV1257
 KV1257.The dynamic height is computed by dividing the NAVD 88
 KV1257.geopotential number by the normal gravity value computed on the
 KV1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1257.degrees latitude (g = 980.6199 gals.).
 KV1257
 KV1257.The modeled gravity was interpolated from observed gravity values.
 KV1257
 KV1257;                    North         East    Units  Estimated Accuracy
 KV1257;SPC NJ       -   213,700.      109,120.      MT  (+/- 180 meters Scaled)
 KV1257
 KV1257                          SUPERSEDED SURVEY CONTROL
 KV1257
 KV1257  NGVD 29 (??/??/??)  137.618  (m)          451.50   (f) ADJUSTED    2 0
 KV1257
 KV1257.Superseded values are not recommended for survey control.
 KV1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1257.See file dsdata.txt to determine how the superseded data were derived.
 KV1257
 KV1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL013118(NAD 83)
 KV1257_MARKER: DD = SURVEY DISK
 KV1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1257_STAMPING: 2562
 KV1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1257+STABILITY: SURFACE MOTION
 KV1257
 KV1257  HISTORY     - Date     Condition        Report By
 KV1257  HISTORY     - UNK      MONUMENTED       NJGS
 KV1257  HISTORY     - 1942     GOOD             CGS
 KV1257
 KV1257                          STATION DESCRIPTION
 KV1257
 KV1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1257'AT WASHINGTON.
 KV1257'AT WASHINGTON, WARREN COUNTY, ON THE SOUTHEAST SIDE OF WEST
 KV1257'WASHINGTON STREET (STATE HIGHWAY 24), AT THE JUNCTION OF SOUTH
 KV1257'WANDLING AVENUE, 54.3 FEET NORTHEAST OF THE NORTH CORNER OF THE
 KV1257'BELL TELEPHONE BUILDING, 20.2 FEET NORTHWEST OF THE NORTH CORNER OF A
 KV1257'2-STORY HOUSE, 15.8 FEET SOUTHWEST OF THE CENTER LINE OF SOUTH
 KV1257'WANDLING STREET, AND 0.5 FOOT SOUTHEAST OF THE FACE OF THE CURB.
 KV1257'A STATE CONTROL SURVEY DISK, STAMPED 2562 AND SET IN THE TOP OF A
 KV1257'CONCRETE POST ABOUT 1 INCH UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1255 ***********************************************************************
 KV1255  DESIGNATION -  2563 NJGS
 KV1255  PID         -  KV1255
 KV1255  STATE/COUNTY-  NJ/WARREN
 KV1255  USGS QUAD   -  WASHINGTON (1976)
 KV1255
 KV1255                         *CURRENT SURVEY CONTROL
 KV1255  ___________________________________________________________________
 KV1255* NAD 83(1986)-  40 45 24.     (N)    074 59 17.     (W)     SCALED    
 KV1255* NAVD 88     -       128.315  (meters)     420.98   (feet)  ADJUSTED  
 KV1255  ___________________________________________________________________
 KV1255  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KV1255  DYNAMIC HT  -         128.256 (meters)     420.79  (feet)  COMP
 KV1255  MODELED GRAV-     980,166.4   (mgal)                       NAVD 88
 KV1255
 KV1255  VERT ORDER  -  SECOND    CLASS 0
 KV1255
 KV1255.The horizontal coordinates were scaled from a topographic map and have
 KV1255.an estimated accuracy of +/- 6 seconds.
 KV1255
 KV1255.The orthometric height was determined by differential leveling
 KV1255.and adjusted by the National Geodetic Survey in June 1991..
 KV1255
 KV1255.The geoid height was determined by GEOID03.
 KV1255
 KV1255.The dynamic height is computed by dividing the NAVD 88
 KV1255.geopotential number by the normal gravity value computed on the
 KV1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1255.degrees latitude (g = 980.6199 gals.).
 KV1255
 KV1255.The modeled gravity was interpolated from observed gravity values.
 KV1255
 KV1255;                    North         East    Units  Estimated Accuracy
 KV1255;SPC NJ       -   213,640.      108,790.      MT  (+/- 180 meters Scaled)
 KV1255
 KV1255                          SUPERSEDED SURVEY CONTROL
 KV1255
 KV1255  NGVD 29 (??/??/??)  128.540  (m)          421.72   (f) ADJUSTED    2 0
 KV1255
 KV1255.Superseded values are not recommended for survey control.
 KV1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1255.See file dsdata.txt to determine how the superseded data were derived.
 KV1255
 KV1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL010117(NAD 83)
 KV1255_MARKER: DD = SURVEY DISK
 KV1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1255_STAMPING: 2563
 KV1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1255+STABILITY: SURFACE MOTION
 KV1255
 KV1255  HISTORY     - Date     Condition        Report By
 KV1255  HISTORY     - UNK      MONUMENTED       NJGS
 KV1255  HISTORY     - 1942     GOOD             CGS
 KV1255
 KV1255                          STATION DESCRIPTION
 KV1255
 KV1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1255'AT WASHINGTON.
 KV1255'0.8 MILE WEST ALONG STATE HIGHWAY 24 FROM THE UNDERPASS AT
 KV1255'WASHINGTON, WARREN COUNTY, ON THE NORTHWEST SIDE OF WEST WASHINGTON
 KV1255'STREET, ABOUT 120 FEET NORTHEAST OF A TYDOL SERVICE STATION, ABOUT
 KV1255'100 FEET SOUTHEAST OF HOUSE 226, 98 FEET NORTHEAST OF THE CENTER
 KV1255'OF A FIRE HYDRANT, 8.6 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 KV1255'A COBBLESTONE WALL, 1.2 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A
 KV1255'CONCRETE SIDEWALK, AND ABOUT LEVEL WITH THE CURB.  A STATE
 KV1255'CONTROL SURVEY DISK, STAMPED 2563 AND SET IN THE TOP OF A
 KV1255'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1254 ***********************************************************************
 KV1254  DESIGNATION -  2564 NJGS
 KV1254  PID         -  KV1254
 KV1254  STATE/COUNTY-  NJ/WARREN
 KV1254  USGS QUAD   -  WASHINGTON (1976)
 KV1254
 KV1254                         *CURRENT SURVEY CONTROL
 KV1254  ___________________________________________________________________
 KV1254* NAD 83(1986)-  40 45 20.     (N)    074 59 36.     (W)     SCALED    
 KV1254* NAVD 88     -       127.624  (meters)     418.71   (feet)  ADJUSTED  
 KV1254  ___________________________________________________________________
 KV1254  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KV1254  DYNAMIC HT  -         127.566 (meters)     418.52  (feet)  COMP
 KV1254  MODELED GRAV-     980,165.8   (mgal)                       NAVD 88
 KV1254
 KV1254  VERT ORDER  -  SECOND    CLASS 0
 KV1254
 KV1254.The horizontal coordinates were scaled from a topographic map and have
 KV1254.an estimated accuracy of +/- 6 seconds.
 KV1254
 KV1254.The orthometric height was determined by differential leveling
 KV1254.and adjusted by the National Geodetic Survey in June 1991..
 KV1254
 KV1254.The geoid height was determined by GEOID03.
 KV1254
 KV1254.The dynamic height is computed by dividing the NAVD 88
 KV1254.geopotential number by the normal gravity value computed on the
 KV1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1254.degrees latitude (g = 980.6199 gals.).
 KV1254
 KV1254.The modeled gravity was interpolated from observed gravity values.
 KV1254
 KV1254;                    North         East    Units  Estimated Accuracy
 KV1254;SPC NJ       -   213,520.      108,340.      MT  (+/- 180 meters Scaled)
 KV1254
 KV1254                          SUPERSEDED SURVEY CONTROL
 KV1254
 KV1254  NGVD 29 (??/??/??)  127.850  (m)          419.45   (f) ADJUSTED    2 0
 KV1254
 KV1254.Superseded values are not recommended for survey control.
 KV1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1254.See file dsdata.txt to determine how the superseded data were derived.
 KV1254
 KV1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL005116(NAD 83)
 KV1254_MARKER: DD = SURVEY DISK
 KV1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1254_STAMPING: 2564
 KV1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1254+STABILITY: SURFACE MOTION
 KV1254
 KV1254  HISTORY     - Date     Condition        Report By
 KV1254  HISTORY     - UNK      MONUMENTED       NJGS
 KV1254  HISTORY     - 1942     GOOD             CGS
 KV1254
 KV1254                          STATION DESCRIPTION
 KV1254
 KV1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1254'1.1 MI SW FROM WASHINGTON.
 KV1254'1.1 MILES WEST ALONG STATE HIGHWAY 24 FROM THE UNDERPASS AT
 KV1254'WASHINGTON, WARREN COUNTY, 5.4 FEET SOUTHWEST OF GUYED POLE BT
 KV1254'544 SWB, AT THE VERTEX OF THE FIRST CURVE, ABOUT 100 FEET NORTHEAST
 KV1254'OF THE ENTRANCE TO THE WASHINGTON CAMERA CLUB, AND 23.1 FEET
 KV1254'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A STATE CONTROL
 KV1254'SURVEY DISK, STAMPED 2564 AND SET IN THE TOP OF A CONCRETE POST
 KV1254'PROJECTING ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1574 ***********************************************************************
 KV1574  DESIGNATION -  2596 NJGS
 KV1574  PID         -  KV1574
 KV1574  STATE/COUNTY-  NJ/WARREN
 KV1574  USGS QUAD   -  EASTON (1994)
 KV1574
 KV1574                         *CURRENT SURVEY CONTROL
 KV1574  ___________________________________________________________________
 KV1574* NAD 83(1996)-  40 41 40.29763(N)    075 11 55.13227(W)     ADJUSTED  
 KV1574* NAVD 88     -        96.284  (meters)     315.89   (feet)  ADJUSTED  
 KV1574  ___________________________________________________________________
 KV1574  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 KV1574  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KV1574  DYNAMIC HT  -          96.239 (meters)     315.74  (feet)  COMP
 KV1574  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 KV1574
 KV1574  HORZ ORDER  -  SECOND
 KV1574  VERT ORDER  -  SECOND    CLASS 0
 KV1574
 KV1574.The horizontal coordinates were established by classical geodetic methods
 KV1574.and adjusted by the National Geodetic Survey in September 1999..
 KV1574
 KV1574.The orthometric height was determined by differential leveling
 KV1574.and adjusted by the National Geodetic Survey in June 1991..
 KV1574
 KV1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1574
 KV1574.The geoid height was determined by GEOID03.
 KV1574
 KV1574.The dynamic height is computed by dividing the NAVD 88
 KV1574.geopotential number by the normal gravity value computed on the
 KV1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1574.degrees latitude (g = 980.6199 gals.).
 KV1574
 KV1574.The modeled gravity was interpolated from observed gravity values.
 KV1574
 KV1574;                    North         East     Units Scale Factor Converg.
 KV1574;SPC NJ       -   206,862.632    90,954.273   MT  0.99994290   -0 27 20.0
 KV1574;SPC NJ       -   678,681.82    298,405.81   sFT  0.99994290   -0 27 20.0
 KV1574;SPC PA S     -   154,256.535   815,609.687   MT  0.99996853   +1 39 19.1
 KV1574;SPC PA S     -   506,089.98  2,675,879.45   sFT  0.99996853   +1 39 19.1
 KV1574;UTM  18      - 4,504,866.546   483,216.513   MT  0.99960347   -0 07 46.3
 KV1574
 KV1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1574!SPC NJ       -   0.99999024  x   0.99994290  =   0.99993314
 KV1574!SPC PA S     -   0.99999024  x   0.99996853  =   0.99995877
 KV1574!UTM  18      -   0.99999024  x   0.99960347  =   0.99959371
 KV1574
 KV1574                          SUPERSEDED SURVEY CONTROL
 KV1574
 KV1574  NAD 83(1986)-  40 41 40.29567(N)    075 11 55.13522(W) AD(       ) 2
 KV1574  NAD 27      -  40 41 39.93420(N)    075 11 56.50540(W) AD(       ) 2
 KV1574  NGVD 29 (??/??/??)   96.510  (m)          316.63   (f) ADJUSTED    2 0
 KV1574
 KV1574.Superseded values are not recommended for survey control.
 KV1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1574.See file dsdata.txt to determine how the superseded data were derived.
 KV1574
 KV1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8321704867(NAD 83)
 KV1574_MARKER: DD = SURVEY DISK
 KV1574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1574_SP_SET: CONC PAVING
 KV1574_STAMPING: 2596
 KV1574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1574
 KV1574  HISTORY     - Date     Condition        Report By
 KV1574  HISTORY     - 1960     MONUMENTED       CGS
 KV1574  HISTORY     - 1960     GOOD             CGS
 KV1574
 KV1574                          STATION DESCRIPTION
 KV1574
 KV1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV1574'THE STATION IS LOCATED 0.4 MILE WEST OF THE POST OFFICE IN
 KV1574'PHILLIPSBURG, ALONG THE NORTH SIDE OF MORRIS STREET AND
 KV1574'NORTH-NORTHWEST OF THE INTERSECTION OF FILMORE AND MORRIS STREET.
 KV1574'
 KV1574'TO REACH THE STATION FROM THE POST OFFICE IN PHILLIPSBURG.  GO
 KV1574'WEST ON MORRIS STREET FOR 0.4 MILE TO THE INTERSECTION OF
 KV1574'FILMORE AND MORRIS STREET AND THE STATION ON THE NORTH SIDE OF
 KV1574'MORRIS STREET, AS DESCRIBED.
 KV1574'
 KV1574'THE STATION MARK, A STATE CONTROL SURVEY 3-INCH BRONZE DISK
 KV1574'STAMPED 2596, IS SET IN A DRILL HOLE WITH CONCRETE IN THE TOP
 KV1574'OF THE CONCRETE PAVEMENT OF MORRIS STREET, FLUSH WITH THE SURFACE
 KV1574'OF THE GROUND.  IT IS 29.9 FEET NORTHWEST OF THE NORTH CORNER OF
 KV1574'A CATCH BASIN ON THE WEST SIDE OF FILMORE STREET, 20.6 FEET
 KV1574'SOUTHEAST OF THE SOUTHWEST CORNER OF A STONE RETAINING WALL,
 KV1574'11.8 FEET NORTH OF THE CENTERLINE OF MORRIS STREET AND 8 INCHES
 KV1574'SOUTH OF THE NORTH CURB OF MORRIS STREET AND IS ABOUT 1.0 FOOT
 KV1574'LOWER THAN THE SURFACE OF THE SIDEWALK.
 KV1574'
 KV1574'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION EASTON
 KV1574'1929, THE DISTANCE IS 2,501.176 METERS.
 KV1574
 KV1574                          STATION RECOVERY (1960)
 KV1574
 KV1574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV1574'0.4 MI FROM PHILLIPSBURG.
 KV1574'AT PHILLIPSBURG, WARREN COUNTY, 0.4 MILE WEST OF THE POST OFFICE,
 KV1574'AT THE JUNCTION OF MORRIS AND FILMORE STREETS, 29.9 FEET
 KV1574'NORTHWEST OF THE NORTH CORNER OF THE CATCH BASIN ON THE WEST SIDE
 KV1574'OF FILMORE STREET, 20.6 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 KV1574'OF A STONE RETAINING WALL, 11.8 FEET NORTH OF THE CENTERLINE OF
 KV1574'MORRIS STREET, 10 INCHES SOUTH OF THE NORTH CURB OF MORRIS
 KV1574'STREET, AND IN THE CONCRETE PAVING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0660 ***********************************************************************
 KV0660  DESIGNATION -  261.04 ELRR
 KV0660  PID         -  KV0660
 KV0660  STATE/COUNTY-  NJ/MORRIS
 KV0660  USGS QUAD   -  MORRISTOWN (1981)
 KV0660
 KV0660                         *CURRENT SURVEY CONTROL
 KV0660  ___________________________________________________________________
 KV0660* NAD 83(1986)-  40 45 22.     (N)    074 24 53.     (W)     SCALED    
 KV0660* NAVD 88     -        79.336  (meters)     260.29   (feet)  ADJUSTED  
 KV0660  ___________________________________________________________________
 KV0660  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV0660  DYNAMIC HT  -          79.301 (meters)     260.17  (feet)  COMP
 KV0660  MODELED GRAV-     980,187.5   (mgal)                       NAVD 88
 KV0660
 KV0660  VERT ORDER  -  SECOND    CLASS 0
 KV0660
 KV0660.The horizontal coordinates were scaled from a topographic map and have
 KV0660.an estimated accuracy of +/- 6 seconds.
 KV0660
 KV0660.The orthometric height was determined by differential leveling
 KV0660.and adjusted by the National Geodetic Survey in June 1991..
 KV0660
 KV0660.The geoid height was determined by GEOID03.
 KV0660
 KV0660.The dynamic height is computed by dividing the NAVD 88
 KV0660.geopotential number by the normal gravity value computed on the
 KV0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0660.degrees latitude (g = 980.6199 gals.).
 KV0660
 KV0660.The modeled gravity was interpolated from observed gravity values.
 KV0660
 KV0660;                    North         East    Units  Estimated Accuracy
 KV0660;SPC NJ       -   213,470.      157,200.      MT  (+/- 180 meters Scaled)
 KV0660
 KV0660                          SUPERSEDED SURVEY CONTROL
 KV0660
 KV0660  NGVD 29 (??/??/??)   79.626  (m)          261.24   (f) ADJUSTED    2 0
 KV0660
 KV0660.Superseded values are not recommended for survey control.
 KV0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0660.See file dsdata.txt to determine how the superseded data were derived.
 KV0660
 KV0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL494118(NAD 83)
 KV0660_MARKER: X = CHISELED CROSS
 KV0660_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0660_SP_SET: UNDERPASS
 KV0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0660
 KV0660  HISTORY     - Date     Condition        Report By
 KV0660  HISTORY     - 1935     MONUMENTED       ELRR
 KV0660  HISTORY     - 1935     GOOD             CGS
 KV0660  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV0660  HISTORY     - 19940913 MARK NOT FOUND   USPSQD
 KV0660
 KV0660                          STATION DESCRIPTION
 KV0660
 KV0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0660'AT MADISON.
 KV0660'AT MADISON, MORRIS COUNTY, 200 FEET SOUTH OF THE DELAWARE,
 KV0660'LACKAWANNA AND WESTERN RAILROAD STATION, AT A CONCRETE UNDERPASS,
 KV0660'AND ON THE TOP OF THE SOUTHWEST CORNER OF THE SOUTHWEST WINGWALL.
 KV0660'A CHISELED CROSS.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN
 KV0660'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD
 KV0660'IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV0660
 KV0660                          STATION RECOVERY (1989)
 KV0660
 KV0660'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0660'MARK NOT FOUND.
 KV0660
 KV0660                          STATION RECOVERY (1994)
 KV0660
 KV0660'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0667 ***********************************************************************
 KV0667  DESIGNATION -  262.83 ELRR
 KV0667  PID         -  KV0667
 KV0667  STATE/COUNTY-  NJ/UNION
 KV0667  USGS QUAD   -  CHATHAM (1981)
 KV0667
 KV0667                         *CURRENT SURVEY CONTROL
 KV0667  ___________________________________________________________________
 KV0667* NAD 83(1986)-  40 43 07.     (N)    074 23 18.     (W)     SCALED    
 KV0667* NAVD 88     -        79.919  (meters)     262.20   (feet)  ADJUSTED  
 KV0667  ___________________________________________________________________
 KV0667  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KV0667  DYNAMIC HT  -          79.884 (meters)     262.09  (feet)  COMP
 KV0667  MODELED GRAV-     980,184.3   (mgal)                       NAVD 88
 KV0667
 KV0667  VERT ORDER  -  SECOND    CLASS 0
 KV0667
 KV0667.The horizontal coordinates were scaled from a topographic map and have
 KV0667.an estimated accuracy of +/- 6 seconds.
 KV0667
 KV0667.The orthometric height was determined by differential leveling
 KV0667.and adjusted by the National Geodetic Survey in June 1991..
 KV0667
 KV0667.The geoid height was determined by GEOID03.
 KV0667
 KV0667.The dynamic height is computed by dividing the NAVD 88
 KV0667.geopotential number by the normal gravity value computed on the
 KV0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0667.degrees latitude (g = 980.6199 gals.).
 KV0667
 KV0667.The modeled gravity was interpolated from observed gravity values.
 KV0667
 KV0667;                    North         East    Units  Estimated Accuracy
 KV0667;SPC NJ       -   209,310.      159,430.      MT  (+/- 180 meters Scaled)
 KV0667
 KV0667                          SUPERSEDED SURVEY CONTROL
 KV0667
 KV0667  NGVD 29 (??/??/??)   80.214  (m)          263.17   (f) ADJUSTED    2 0
 KV0667
 KV0667.Superseded values are not recommended for survey control.
 KV0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0667.See file dsdata.txt to determine how the superseded data were derived.
 KV0667
 KV0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL516077(NAD 83)
 KV0667_MARKER: X = CHISELED CROSS
 KV0667_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0667_SP_SET: BRIDGE
 KV0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0667
 KV0667  HISTORY     - Date     Condition        Report By
 KV0667  HISTORY     - 1935     MONUMENTED       ELRR
 KV0667  HISTORY     - 1935     GOOD             CGS
 KV0667
 KV0667                          STATION DESCRIPTION
 KV0667
 KV0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0667'1.8 MI SE FROM CHATHAM.
 KV0667'IN UNION COUNTY, 1.8 MILES SOUTHEAST ALONG THE DELAWARE, LACKAWANNA
 KV0667'AND WESTERN RAILROAD FROM THE STATION AT CHATHAM, MORRIS COUNTY,
 KV0667'0.3 MILE EAST OF MILEPOST 22, AND ON THE TOP OF THE CENTER SPAN OF
 KV0667'A CONCRETE BRIDGE.  A CHISELED CROSS.  NOTE-- THE DELAWARE,
 KV0667'LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV0667'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0811 ***********************************************************************
 KU0811  DESIGNATION -  26.33
 KU0811  PID         -  KU0811
 KU0811  STATE/COUNTY-  NJ/MONMOUTH
 KU0811  USGS QUAD   -  LONG BRANCH (1981)
 KU0811
 KU0811                         *CURRENT SURVEY CONTROL
 KU0811  ___________________________________________________________________
 KU0811* NAD 83(1986)-  40 17 00.     (N)    073 59 22.     (W)     SCALED    
 KU0811* NAVD 88     -         7.633  (meters)      25.04   (feet)  POSTED    
 KU0811  ___________________________________________________________________
 KU0811  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KU0811  DYNAMIC HT  -           7.630 (meters)      25.03  (feet)  COMP
 KU0811  MODELED GRAV-     980,175.0   (mgal)                       NAVD 88
 KU0811
 KU0811  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KU0811
 KU0811.The horizontal coordinates were scaled from a topographic map and have
 KU0811.an estimated accuracy of +/- 6 seconds.
 KU0811
 KU0811.The orthometric height was determined by differential leveling
 KU0811.and adjusted by the National Geodetic Survey in 1992..
 KU0811.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KU0811.rate of 3.1 thru 4.0 mm/km.
 KU0811
 KU0811.The geoid height was determined by GEOID03.
 KU0811
 KU0811.The dynamic height is computed by dividing the NAVD 88
 KU0811.geopotential number by the normal gravity value computed on the
 KU0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0811.degrees latitude (g = 980.6199 gals.).
 KU0811
 KU0811.The modeled gravity was interpolated from observed gravity values.
 KU0811
 KU0811;                    North         East    Units  Estimated Accuracy
 KU0811;SPC NJ       -   161,100.      193,410.      MT  (+/- 180 meters Scaled)
 KU0811
 KU0811                          SUPERSEDED SURVEY CONTROL
 KU0811
 KU0811  NGVD 29 (??/??/92)    8.00   (m)           26.2    (f) COMPUTED    1 2
 KU0811
 KU0811.Superseded values are not recommended for survey control.
 KU0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0811.See file dsdata.txt to determine how the superseded data were derived.
 KU0811
 KU0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK859596(NAD 83)
 KU0811_MARKER: X = CHISELED CROSS
 KU0811_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0811_SP_SET: CONCRETE FOOTING
 KU0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0811
 KU0811  HISTORY     - Date     Condition        Report By
 KU0811  HISTORY     - UNK      MONUMENTED       NJGS
 KU0811  HISTORY     - 1937     GOOD             NGS
 KU0811  HISTORY     - 1964     MARK NOT FOUND   NGS
 KU0811  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 KU0811
 KU0811                          STATION DESCRIPTION
 KU0811
 KU0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 KU0811'AT WEST END.
 KU0811'AT WEST END, MONMOUTH COUNTY, ON THE PENNSYLVANIA RAILROAD,
 KU0811'AT THE SOUTHEAST CORNER OF THE STATION, ON THE WEST SIDE OF THE
 KU0811'TRACK, AT AN IRON COLUMN WHICH SUPPORTS THE ROOF, ON THE NORTHEAST
 KU0811'CORNER OF THE CONCRETE FOOTING, AND 0.8 FOOT ABOVE THE
 KU0811'PLATFORM.  A CHISELED CROSS.  NOTE-- IT WAS REPORTED IN OCTOBER
 KU0811'1934 THAT THE CONCRETE FOOTING HAS CRACKED AND THE MARK HAS
 KU0811'SETTLED SLIGHTLY.
 KU0811
 KU0811                          STATION RECOVERY (1964)
 KU0811
 KU0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU0811'MARK NOT FOUND.
 KU0811
 KU0811                          STATION RECOVERY (1997)
 KU0811
 KU0811'RECOVERY NOTE BY US POWER SQUADRON 1997
 KU0811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1520 ***********************************************************************
 KV1520  DESIGNATION -  263.3 CNJRR
 KV1520  PID         -  KV1520
 KV1520  STATE/COUNTY-  NJ/WARREN
 KV1520  USGS QUAD   -  EASTON (1994)
 KV1520
 KV1520                         *CURRENT SURVEY CONTROL
 KV1520  ___________________________________________________________________
 KV1520* NAD 83(1986)-  40 40 39.     (N)    075 10 13.     (W)     SCALED    
 KV1520* NAVD 88     -        80.048  (meters)     262.62   (feet)  ADJUSTED  
 KV1520  ___________________________________________________________________
 KV1520  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KV1520  DYNAMIC HT  -          80.010 (meters)     262.50  (feet)  COMP
 KV1520  MODELED GRAV-     980,155.1   (mgal)                       NAVD 88
 KV1520
 KV1520  VERT ORDER  -  FIRST     CLASS II
 KV1520
 KV1520.The horizontal coordinates were scaled from a topographic map and have
 KV1520.an estimated accuracy of +/- 6 seconds.
 KV1520
 KV1520.The orthometric height was determined by differential leveling
 KV1520.and adjusted by the National Geodetic Survey in June 1991..
 KV1520
 KV1520.The geoid height was determined by GEOID03.
 KV1520
 KV1520.The dynamic height is computed by dividing the NAVD 88
 KV1520.geopotential number by the normal gravity value computed on the
 KV1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1520.degrees latitude (g = 980.6199 gals.).
 KV1520
 KV1520.The modeled gravity was interpolated from observed gravity values.
 KV1520
 KV1520;                    North         East    Units  Estimated Accuracy
 KV1520;SPC NJ       -   204,950.       93,340.      MT  (+/- 180 meters Scaled)
 KV1520
 KV1520                          SUPERSEDED SURVEY CONTROL
 KV1520
 KV1520  NGVD 29 (??/??/??)   80.259  (m)          263.32   (f) ADJUSTED    1 2
 KV1520
 KV1520.Superseded values are not recommended for survey control.
 KV1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1520.See file dsdata.txt to determine how the superseded data were derived.
 KV1520
 KV1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL856029(NAD 83)
 KV1520_MARKER: B = BOLT
 KV1520_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1520_SP_SET: BRIDGE COPING
 KV1520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1520
 KV1520  HISTORY     - Date     Condition        Report By
 KV1520  HISTORY     - 1933     MONUMENTED       CNJRR
 KV1520  HISTORY     - 1942     GOOD             CGS
 KV1520  HISTORY     - 1942     GOOD             CGS
 KV1520
 KV1520                          STATION DESCRIPTION
 KV1520
 KV1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1520'1.7 MI E FROM PHILLIPSBURG.
 KV1520'1.7 MILES EAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE
 KV1520'STATION AT PHILLIPSBURG, WARREN COUNTY, 27 RAILS EAST OF SIGNAL
 KV1520'70.4, 44 YARDS SOUTHWEST OF A LARGE WATER TANK, ON THE EAST END
 KV1520'OF THE NORTH COPING OF A BRIDGE, 9 FEET NORTH OF THE CENTERLINE
 KV1520'OF THE TRACK, AND ABOUT 2 FEET HIGHER THAN THE TRACK.
 KV1520
 KV1520                          STATION RECOVERY (1942)
 KV1520
 KV1520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 KV1520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7042 ***********************************************************************
 KV7042  DESIGNATION -  2638
 KV7042  PID         -  KV7042
 KV7042  STATE/COUNTY-  NJ/OCEAN
 KV7042  USGS QUAD   -  POINT PLEASANT (1989)
 KV7042
 KV7042                         *CURRENT SURVEY CONTROL
 KV7042  ___________________________________________________________________
 KV7042* NAD 83(1996)-  40 03 10.26257(N)    074 02 51.99562(W)     ADJUSTED  
 KV7042* NAVD 88     -         1.5    (meters)       5.     (feet)  GPS OBS   
 KV7042  ___________________________________________________________________
 KV7042  X           -   1,343,646.830 (meters)                     COMP
 KV7042  Y           -  -4,700,643.290 (meters)                     COMP
 KV7042  Z           -   4,082,458.885 (meters)                     COMP
 KV7042  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 KV7042  ELLIP HEIGHT-         -31.57  (meters)          (10/23/02) GPS OBS
 KV7042  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KV7042
 KV7042  HORZ ORDER  -  FIRST
 KV7042  ELLP ORDER  -  FOURTH    CLASS I
 KV7042
 KV7042.The horizontal coordinates were established by GPS observations
 KV7042.and adjusted by the National Geodetic Survey in May 1999..
 KV7042
 KV7042.The orthometric height was determined by GPS observations and a
 KV7042.high-resolution geoid model.
 KV7042
 KV7042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7042
 KV7042.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7042
 KV7042.The ellipsoidal height was determined by GPS observations
 KV7042.and is referenced to NAD 83.
 KV7042
 KV7042.The geoid height was determined by GEOID03.
 KV7042
 KV7042;                    North         East     Units Scale Factor Converg.
 KV7042;SPC NJ       -   135,480.091   188,583.526   MT  0.99991832   +0 17 27.6
 KV7042;SPC NJ       -   444,487.60    618,711.12   sFT  0.99991832   +0 17 27.6
 KV7042;UTM  18      - 4,434,057.481   581,219.459   MT  0.99968121   +0 36 46.0
 KV7042
 KV7042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7042!SPC NJ       -   1.00000495  x   0.99991832  =   0.99992327
 KV7042!UTM  18      -   1.00000495  x   0.99968121  =   0.99968616
 KV7042
 KV7042                          SUPERSEDED SURVEY CONTROL
 KV7042
 KV7042  ELLIP H (05/14/99)  -31.59   (m)                       GP(       ) 4 1
 KV7042  NAD 83(1986)-  40 03 10.26350(N)    074 02 52.00043(W) AD(       ) 1
 KV7042
 KV7042.Superseded values are not recommended for survey control.
 KV7042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7042.See file dsdata.txt to determine how the superseded data were derived.
 KV7042
 KV7042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8121934057(NAD 83)
 KV7042_MARKER: DB = BENCH MARK DISK
 KV7042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7042_SP_SET: CONCRETE POST
 KV7042_STAMPING: NO. 2638
 KV7042_MARK LOGO: CGS   
 KV7042_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV7042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7042+STABILITY: SURFACE MOTION
 KV7042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7042+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1993
 KV7042
 KV7042  HISTORY     - Date     Condition        Report By
 KV7042  HISTORY     - 1945     MONUMENTED       USGS
 KV7042  HISTORY     - 19930426 GOOD             MCCRON
 KV7042
 KV7042                          STATION DESCRIPTION
 KV7042
 KV7042'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7042'STATION IS LOCATED IN BRICK TOWNSHIP.
 KV7042'TO REACH FROM THE INTERSECTION OF OCEAN AVE.(ROUTE 35) AND MANTOLOKING
 KV7042'ROAD, GO NORTH ON OCEAN AVE. FOR 0.9 MI (1.45 KM) TO THE STATION ON
 KV7042'THE LEFT.
 KV7042'STATION MARK IS A SURVEY DISK SET IN THE TOP OF A CONCRETE MONUMENT
 KV7042'SET FLUSH WITH THE GROUND. IT IS LOCATED 163 FT (49.68 M) NORTH OF
 KV7042'THE INTERSECTION OF OCEAN AVE. AND STEPHENS PLACE. STATION IS SET
 KV7042'BETWEEN THE SIDEWALK AND CURB, 4.0 FT (1.22 M) FROM THE CURB, 1.0 FT
 KV7042'(0.30 M) FROM THE SIDEWALK, 98.0 FT (29.87 M) NORTH OF POWER POLE BT
 KV7042'63 MG AND 9.0 FT (2.74 M) OF POWER POLE BT 86 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7043 ***********************************************************************
 KV7043  DESIGNATION -  2650
 KV7043  PID         -  KV7043
 KV7043  STATE/COUNTY-  NJ/OCEAN
 KV7043  USGS QUAD   -  LAKEWOOD (1989)
 KV7043
 KV7043                         *CURRENT SURVEY CONTROL
 KV7043  ___________________________________________________________________
 KV7043* NAD 83(1996)-  40 03 25.56665(N)    074 09 07.12914(W)     ADJUSTED  
 KV7043* NAVD 88     -         8.15   (meters)      26.7    (feet)  LEVELING  
 KV7043  ___________________________________________________________________
 KV7043  X           -   1,335,014.017 (meters)                     COMP
 KV7043  Y           -  -4,702,791.961 (meters)                     COMP
 KV7043  Z           -   4,082,824.530 (meters)                     COMP
 KV7043  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 KV7043  ELLIP HEIGHT-         -24.82  (meters)          (10/23/02) GPS OBS
 KV7043  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KV7043
 KV7043  HORZ ORDER  -  FIRST
 KV7043  VERT ORDER  -  THIRD ?
 KV7043  ELLP ORDER  -  FOURTH    CLASS I
 KV7043
 KV7043.The horizontal coordinates were established by GPS observations
 KV7043.and adjusted by the National Geodetic Survey in May 1999..
 KV7043
 KV7043.The orthometric height was determined by differential leveling.
 KV7043.The vertical network tie was performed by a horz. field party for horz.
 KV7043.obs reductions. Reset procedures were used to establish the elevation.
 KV7043
 KV7043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7043
 KV7043.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7043
 KV7043.The ellipsoidal height was determined by GPS observations
 KV7043.and is referenced to NAD 83.
 KV7043
 KV7043.The geoid height was determined by GEOID03.
 KV7043
 KV7043;                    North         East     Units Scale Factor Converg.
 KV7043;SPC NJ       -   135,912.119   179,691.036   MT  0.99991085   +0 13 26.3
 KV7043;SPC NJ       -   445,905.01    589,536.34   sFT  0.99991085   +0 13 26.3
 KV7043;UTM  18      - 4,434,439.468   572,326.833   MT  0.99966440   +0 32 44.8
 KV7043
 KV7043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7043!SPC NJ       -   1.00000389  x   0.99991085  =   0.99991474
 KV7043!UTM  18      -   1.00000389  x   0.99966440  =   0.99966829
 KV7043
 KV7043                          SUPERSEDED SURVEY CONTROL
 KV7043
 KV7043  ELLIP H (05/14/99)  -24.84   (m)                       GP(       ) 4 1
 KV7043  NAD 83(1986)-  40 03 25.56691(N)    074 09 07.13312(W) AD(       ) 1
 KV7043
 KV7043.Superseded values are not recommended for survey control.
 KV7043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7043.See file dsdata.txt to determine how the superseded data were derived.
 KV7043
 KV7043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7232734439(NAD 83)
 KV7043_MARKER: DB = BENCH MARK DISK
 KV7043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7043_SP_SET: CONCRETE POST
 KV7043_STAMPING: NO. 2650
 KV7043_MARK LOGO: NJGS  
 KV7043_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7043+STABILITY: SURFACE MOTION
 KV7043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7043+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1993
 KV7043
 KV7043  HISTORY     - Date     Condition        Report By
 KV7043  HISTORY     - 1945     MONUMENTED       NJGS
 KV7043  HISTORY     - 19930426 GOOD             MCCRON
 KV7043
 KV7043                          STATION DESCRIPTION
 KV7043
 KV7043'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7043'STATION IS LOCATED IN LAKEWOOD TOWNSHIP.
 KV7043'A STANDARD N.J.G.C.S. DISK, SET IN CONCRETE, ON THE NORTH SIDE OF
 KV7043'STATE HIGHWAY ROUTE 70, 1.3 MI (2.09 KM) WEST OF THE ROUTE 70-ROUTE
 KV7043'88 INTERSECTION. IT IS LOCATED 0.3 FT (0.09 M) BELOW THE GROUND, 30.0
 KV7043'FT (9.14 M) NORTH OF AN ARROW CUT IN THE NORTH EDGE OF CONCRETE
 KV7043'PAVEMENT, 45.25 FT (13.79 M) NORTHEAST OF A SPIKE AT THE NORTH EDGE
 KV7043'OF HIGHWAY JOINT 1219, 37.71 FT (11.49 M) NORTHWEST OF A SPIKE AT THE
 KV7043'NORTH EDGE OF HIGHWAY JOINT 1220, 56.5 FT (17.22 M) WEST OF POWER
 KV7043'POLE BT1590BK AND 19.0 FT (5.79 M) NORTH OF THE EDGE OF PAVE.
 KV7043'NOTE - HIGHWAY IS NOW PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8752 ***********************************************************************
 AB8752  DESIGNATION -  2694
 AB8752  PID         -  AB8752
 AB8752  STATE/COUNTY-  NJ/BURLINGTON
 AB8752  USGS QUAD   -  BROWNS MILLS (1997)
 AB8752
 AB8752                         *CURRENT SURVEY CONTROL
 AB8752  ___________________________________________________________________
 AB8752* NAD 83(1996)-  39 56 25.11516(N)    074 30 46.25601(W)     ADJUSTED  
 AB8752* NAVD 88     -        29.0    (meters)      95.     (feet)  GPS OBS   
 AB8752  ___________________________________________________________________
 AB8752  X           -   1,307,597.992 (meters)                     COMP
 AB8752  Y           -  -4,719,155.366 (meters)                     COMP
 AB8752  Z           -   4,072,903.924 (meters)                     COMP
 AB8752  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 AB8752  ELLIP HEIGHT-          -3.67  (meters)          (10/23/02) GPS OBS
 AB8752  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 AB8752
 AB8752  HORZ ORDER  -  FIRST
 AB8752  ELLP ORDER  -  FOURTH    CLASS I
 AB8752
 AB8752.The horizontal coordinates were established by GPS observations
 AB8752.and adjusted by the National Geodetic Survey in May 1999..
 AB8752
 AB8752.The orthometric height was determined by GPS observations and a
 AB8752.high-resolution geoid model.
 AB8752
 AB8752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8752
 AB8752.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8752
 AB8752.The ellipsoidal height was determined by GPS observations
 AB8752.and is referenced to NAD 83.
 AB8752
 AB8752.The geoid height was determined by GEOID03.
 AB8752
 AB8752;                    North         East     Units Scale Factor Converg.
 AB8752;SPC NJ       -   122,887.501   148,901.939   MT  0.99990001   -0 00 29.7
 AB8752;SPC NJ       -   403,173.41    488,522.44   sFT  0.99990001   -0 00 29.7
 AB8752;UTM  18      - 4,421,245.811   541,619.346   MT  0.99962132   +0 18 45.9
 AB8752
 AB8752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8752!SPC NJ       -   1.00000058  x   0.99990001  =   0.99990059
 AB8752!UTM  18      -   1.00000058  x   0.99962132  =   0.99962190
 AB8752
 AB8752                          SUPERSEDED SURVEY CONTROL
 AB8752
 AB8752  ELLIP H (05/14/99)   -3.69   (m)                       GP(       ) 4 1
 AB8752  NAD 83(1992)-  39 56 25.11462(N)    074 30 46.25592(W) AD(       ) 1
 AB8752  ELLIP H (12/16/96)   -3.72   (m)                       GP(       ) 2 1
 AB8752
 AB8752.Superseded values are not recommended for survey control.
 AB8752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8752.See file dsdata.txt to determine how the superseded data were derived.
 AB8752
 AB8752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK4161921246(NAD 83)
 AB8752_MARKER: DD = SURVEY DISK
 AB8752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8752_STAMPING: 2694
 AB8752_MARK LOGO: NJDCED
 AB8752_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8752+STABILITY: SURFACE MOTION
 AB8752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8752+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1995
 AB8752
 AB8752  HISTORY     - Date     Condition        Report By
 AB8752  HISTORY     - 1940     MONUMENTED       NJDCED
 AB8752  HISTORY     - 19951205 GOOD             TWT
 AB8752
 AB8752                          STATION DESCRIPTION
 AB8752
 AB8752'DESCRIBED BY TWT CONS ENG 1995 (WPD)
 AB8752'THE STATION IS LOCATED APPROXIMATELY 13.7 MI (22.0 KM) EAST SOUTHEAST
 AB8752'OF MOUNT HOLLY, NEW JERSEY IN THE TOWN OF UPTON, PEMBERTON TOWNSHIP ON
 AB8752'THE SOUTH SIDE OF STATE HIGHWAY ROUTE 70.  TO REACH THE STATION FROM
 AB8752'THE 4-MILE CIRCLE, JUNCTION OF STATE HIGHWAY ROUTE 70 AND STATE
 AB8752'HIGHWAY ROUTE 72, GO EAST ON STATE HIGHWAY ROUTE 70 FOR 5.1 MI (8.2
 AB8752'KM) TO THE STATION ON THE RIGHT SET 0.3 FT (9.1 CM) BELOW THE SURFACE
 AB8752'OF THE GROUND.  THE STATION IS +/- 980.0 FT (298.7 M) WEST OF MILE
 AB8752'MARKER 32.  THE STATION IS 27.9 FT (8.5 M) SOUTH OF THE PHYSICAL
 AB8752'CENTERLINE OF STATE HIGHWAY ROUTE 70, 16.2 FT (4.9 M) NORTHEAST OF A
 AB8752'12 INCH PINE STANDING AWAY FROM THE WOODSLINE AND 28.8 FT (8.8 M)
 AB8752'NORTHWEST OF A 15 INCH PINE ALSO STANDING AWAY FROM THE WOODSLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8753 ***********************************************************************
 AB8753  DESIGNATION -  2698
 AB8753  PID         -  AB8753
 AB8753  STATE/COUNTY-  NJ/BURLINGTON
 AB8753  USGS QUAD   -  BROWNS MILLS (1997)
 AB8753
 AB8753                         *CURRENT SURVEY CONTROL
 AB8753  ___________________________________________________________________
 AB8753* NAD 83(1996)-  39 55 32.90490(N)    074 32 05.49070(W)     ADJUSTED  
 AB8753* NAVD 88     -        30.6    (meters)     100.     (feet)  GPS OBS   
 AB8753  ___________________________________________________________________
 AB8753  X           -   1,306,061.028 (meters)                     COMP
 AB8753  Y           -  -4,720,654.723 (meters)                     COMP
 AB8753  Z           -   4,071,670.188 (meters)                     COMP
 AB8753  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 AB8753  ELLIP HEIGHT-          -2.06  (meters)          (10/23/02) GPS OBS
 AB8753  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 AB8753
 AB8753  HORZ ORDER  -  FIRST
 AB8753  ELLP ORDER  -  FOURTH    CLASS I
 AB8753
 AB8753.The horizontal coordinates were established by GPS observations
 AB8753.and adjusted by the National Geodetic Survey in May 1999..
 AB8753
 AB8753.The orthometric height was determined by GPS observations and a
 AB8753.high-resolution geoid model.
 AB8753
 AB8753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8753
 AB8753.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8753
 AB8753.The ellipsoidal height was determined by GPS observations
 AB8753.and is referenced to NAD 83.
 AB8753
 AB8753.The geoid height was determined by GEOID03.
 AB8753
 AB8753;                    North         East     Units Scale Factor Converg.
 AB8753;SPC NJ       -   121,277.865   147,020.375   MT  0.99990011   -0 01 20.5
 AB8753;SPC NJ       -   397,892.46    482,349.35   sFT  0.99990011   -0 01 20.5
 AB8753;UTM  18      - 4,419,626.113   539,747.352   MT  0.99961945   +0 17 54.7
 AB8753
 AB8753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8753!SPC NJ       -   1.00000032  x   0.99990011  =   0.99990043
 AB8753!UTM  18      -   1.00000032  x   0.99961945  =   0.99961977
 AB8753
 AB8753                          SUPERSEDED SURVEY CONTROL
 AB8753
 AB8753  ELLIP H (05/14/99)   -2.08   (m)                       GP(       ) 4 1
 AB8753  NAD 83(1992)-  39 55 32.90438(N)    074 32 05.49060(W) AD(       ) 1
 AB8753  ELLIP H (12/16/96)   -2.11   (m)                       GP(       ) 2 1
 AB8753
 AB8753.Superseded values are not recommended for survey control.
 AB8753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8753.See file dsdata.txt to determine how the superseded data were derived.
 AB8753
 AB8753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3974719626(NAD 83)
 AB8753_MARKER: DD = SURVEY DISK
 AB8753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8753_STAMPING: 2698
 AB8753_MARK LOGO: NJDCED
 AB8753_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8753+STABILITY: SURFACE MOTION
 AB8753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8753+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1995
 AB8753
 AB8753  HISTORY     - Date     Condition        Report By
 AB8753  HISTORY     - 1940     MONUMENTED       NJDCED
 AB8753  HISTORY     - 19951130 GOOD             TWT
 AB8753
 AB8753                          STATION DESCRIPTION
 AB8753
 AB8753'DESCRIBED BY TWT CONS ENG 1995 (WPD)
 AB8753'THE STATION IS LOCATED APPROXIMATELY 13 MI (20.9 KM) EAST SOUTHEAST OF
 AB8753'MOUNT HOLLY, NEW JERSEY IN THE TOWN OF UPTON, PEMBERTON TOWNSHIP ON
 AB8753'THE SOUTH SIDE OF STATE HIGHWAY ROUTE 70.  THE STATION IS 2.0 FT (0.6
 AB8753'M) BELOW THE SURFACE OF THE GROUND AND A SHOVEL WILL BE REQUIRED.  TO
 AB8753'REACH THE STATION FROM THE 4-MILE CIRCLE, JUNCTION OF STATE HIGHWAY
 AB8753'ROUTE 70 AND STATE HIGHWAY ROUTE 72, GO EAST ON STATE HIGHWAY ROUTE 70
 AB8753'FOR 3.7 MI (6.0 KM) TO ITS INTERSECTION WITH MT.  MISERY ROAD AND THE
 AB8753'STATION ON THE RIGHT.  THE STATION IS LOCATED IN THE SOUTHWEST CORNER
 AB8753'OF THE INTERSECTION AND IS 29.0 FT (8.8 M) SOUTH OF THE PHYSICAL
 AB8753'CENTERLINE OF STATE HIGHWAY ROUTE 70, 36.2 FT (11.0 M) WEST NORTHWEST
 AB8753'OF A UTILITY POLE WITH AN OVERHEAD LIGHT AND NO NUMBER ON THE SOUTH
 AB8753'SIDE OF STATE HIGHWAY ROUTE 70 AND 65.0 FT (19.8 M) EAST NORTHEAST OF
 AB8753'THE NORTHERN MOST POST OF A HIGHWAY SIGN FOR MT.  MISERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9228 ***********************************************************************
 AA9228  SACS        -  This is a Secondary Airport Control Station.
 AA9228  DESIGNATION -  26N A
 AA9228  PID         -  AA9228
 AA9228  STATE/COUNTY-  NJ/CAPE MAY
 AA9228  USGS QUAD   -  OCEAN CITY (1994)
 AA9228
 AA9228                         *CURRENT SURVEY CONTROL
 AA9228  ___________________________________________________________________
 AA9228* NAD 83(1992)-  39 15 57.09323(N)    074 36 13.14438(W)     ADJUSTED  
 AA9228* NAVD 88     -         1.195  (meters)       3.92   (feet)  ADJUSTED  
 AA9228  ___________________________________________________________________
 AA9228  X           -   1,312,784.592 (meters)                     COMP
 AA9228  Y           -  -4,767,220.979 (meters)                     COMP
 AA9228  Z           -   4,015,190.292 (meters)                     COMP
 AA9228  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 AA9228  ELLIP HEIGHT-         -33.41  (meters)          (09/23/02) GPS OBS
 AA9228  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 AA9228  DYNAMIC HT  -           1.194 (meters)       3.92  (feet)  COMP
 AA9228  MODELED GRAV-     980,095.9   (mgal)                       NAVD 88
 AA9228
 AA9228  HORZ ORDER  -  FIRST
 AA9228  VERT ORDER  -  FIRST     CLASS II
 AA9228  ELLP ORDER  -  FOURTH    CLASS II
 AA9228
 AA9228.This mark is at Ocean City Airport (26N)
 AA9228
 AA9228.The horizontal coordinates were established by GPS observations
 AA9228.and adjusted by the National Geodetic Survey in April 1998..
 AA9228
 AA9228.The orthometric height was determined by differential leveling
 AA9228.and adjusted by the National Geodetic Survey in March 2001..
 AA9228.No vertical observational check was made to the station.
 AA9228.WARNING-GPS observations at this control monument resulted in a GPS
 AA9228.derived orthometric height which differed from the leveled height by
 AA9228.more than one decimeter (0.1 meter).
 AA9228
 AA9228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9228
 AA9228.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9228
 AA9228.The ellipsoidal height was determined by GPS observations
 AA9228.and is referenced to NAD 83.
 AA9228
 AA9228.The geoid height was determined by GEOID03.
 AA9228
 AA9228.The dynamic height is computed by dividing the NAVD 88
 AA9228.geopotential number by the normal gravity value computed on the
 AA9228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9228.degrees latitude (g = 980.6199 gals.).
 AA9228
 AA9228.The modeled gravity was interpolated from observed gravity values.
 AA9228
 AA9228;                    North         East     Units Scale Factor Converg.
 AA9228;SPC NJ       -    48,017.799   141,055.660   MT  0.99990098   -0 03 56.2
 AA9228;SPC NJ       -   157,538.40    462,780.11   sFT  0.99990098   -0 03 56.2
 AA9228;UTM  18      - 4,346,354.794   534,191.784   MT  0.99961439   +0 15 03.1
 AA9228
 AA9228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9228!SPC NJ       -   1.00000524  x   0.99990098  =   0.99990622
 AA9228!UTM  18      -   1.00000524  x   0.99961439  =   0.99961963
 AA9228
 AA9228:                Primary Azimuth Mark                     Grid Az
 AA9228:SPC NJ       -  26N B                                    226 17 38.0
 AA9228:UTM  18      -  26N B                                    225 58 38.7
 AA9228
 AA9228|---------------------------------------------------------------------|
 AA9228| PID    Reference Object                     Distance      Geod. Az  |
 AA9228|                                                           dddmmss.s |
 AA9228| AA9226 26N B                               405.690 METERS 2261341.8 |
 AA9228|---------------------------------------------------------------------|
 AA9228
 AA9228                          SUPERSEDED SURVEY CONTROL
 AA9228
 AA9228  ELLIP H (04/02/98)  -33.47   (m)                       GP(       ) 4 2
 AA9228  NAD 83(1993)-  39 15 57.09406(N)    074 36 13.14475(W) AD(       ) 1
 AA9228  ELLIP H (11/30/95)  -33.44   (m)                       GP(       ) 4 2
 AA9228
 AA9228.Superseded values are not recommended for survey control.
 AA9228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9228.See file dsdata.txt to determine how the superseded data were derived.
 AA9228
 AA9228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3419246355(NAD 83)
 AA9228_MARKER: I = METAL ROD
 AA9228_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9228_STAMPING: 26N A 1994
 AA9228_MARK LOGO: NGS   
 AA9228_PROJECTION: FLUSH
 AA9228_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9228+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1997
 AA9228_ROD/PIPE-DEPTH: 20.4 meters
 AA9228_SLEEVE-DEPTH  : 1.0 meters
 AA9228
 AA9228  HISTORY     - Date     Condition        Report By
 AA9228  HISTORY     - 1994     MONUMENTED       NGS
 AA9228  HISTORY     - 19940823 GOOD             NGS
 AA9228  HISTORY     - 19970110 GOOD             NGS
 AA9228  HISTORY     - 19970617 GOOD             NJGS
 AA9228
 AA9228                          STATION DESCRIPTION
 AA9228
 AA9228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9228'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHWEST OF ATLANTIC
 AA9228'CITY, IN OCEAN CITY, AT THE OCEAN CITY AIRPORT, NEAR THE END OF RUNWAY
 AA9228'END 24.  OWNERSHIP--CITY OF OCEAN CITY.  26TH STREET AND BAY AVENUE,
 AA9228'OCEAN CITY NJ 08226.  CONTACT JOSEPH B.  LONGO, MANAGER, PHONE
 AA9228'609-399-6111, EXT 393.
 AA9228' 
 AA9228'TO REACH THE AIRPORT FROM THE JUNCTION OF U.S.  HIGHWAY 9 AND STATE
 AA9228'HIGHWAY 52 IN OCEAN CITY, GO SOUTHEAST ON STATE HIGHWAY 52 FOR 0.5 MI
 AA9228'(0.8 KM) TO A TRAFFIC CIRCLE.  CONTINUE AHEAD SOUTHEAST ON STATE
 AA9228'HIGHWAY 52 FOR 2.3 MI (3.7 KM) TO BAY AVENUE.  TURN RIGHT AND GO
 AA9228'SOUTHERLY 1.9 MI (3.1 KM) ON BAY AVENNUE TO THE AIRPORT ON THE RIGHT.
 AA9228' 
 AA9228'TO REACH THE STATION FTOR THE TERMINAL, ENTER GATE ADJACENT TO THE
 AA9228'SOUTHEAST SIDE OF TERMINAL, PROCEED NORTHWEST FOR 0.05 MI (0.08 KM) TO
 AA9228'A TAXIWAY, TURN RIGHT, EAST NORTHEAST AND GO 0.15 MI (0.24 KM) ON THE
 AA9228'PARALLEL TAXIWAY TO THE STATION ON THE LEFT.
 AA9228' 
 AA9228'THE STATION IS LOCATED 45.7 M (149.9 FT) SOUTH FROM THE CENTERLINE END
 AA9228'OF RUNWAY END 24, 26.4 M (86.6 FT) SOUTHWEST FROM CENTERLINE
 AA9228'CONNECTING TAXI AT HOLDING BAR, 19.8 M (65.0 FT) NORTHWEST FROM THE
 AA9228'CENTERLINE OF PARALLEL TAXIWAY, AND 9.9 M (32.5 FT) EAST-SOUTHEAST
 AA9228'FROM VASI LIGHT.
 AA9228' 
 AA9228'DESCRIBED BY KRN.
 AA9228
 AA9228                          STATION RECOVERY (1997)
 AA9228
 AA9228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA9228'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE AIRPORT
 AA9228'MANAGERS NAME IS WILLIAM COLANGELO, PHONE NUMBER 609-525-9223.  THIS
 AA9228'STATION HAS BEEN SELECTED AS A SECONDARY AIRPORT CONTROL STATION.
 AA9228
 AA9228                          STATION RECOVERY (1997)
 AA9228
 AA9228'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AA9228'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9226 ***********************************************************************
 AA9226  CBN         -  This is a Cooperative Base Network Control Station.
 AA9226  SACS        -  This is a Secondary Airport Control Station.
 AA9226  DESIGNATION -  26N B
 AA9226  PID         -  AA9226
 AA9226  STATE/COUNTY-  NJ/CAPE MAY
 AA9226  USGS QUAD   -  OCEAN CITY (1994)
 AA9226
 AA9226                         *CURRENT SURVEY CONTROL
 AA9226  ___________________________________________________________________
 AA9226* NAD 83(1992)-  39 15 47.99253(N)    074 36 25.36414(W)     ADJUSTED  
 AA9226* NAVD 88     -         0.793  (meters)       2.60   (feet)  ADJUSTED  
 AA9226  ___________________________________________________________________
 AA9226  X           -   1,312,549.229 (meters)                     COMP
 AA9226  Y           -  -4,767,469.694 (meters)                     COMP
 AA9226  Z           -   4,014,972.740 (meters)                     COMP
 AA9226  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 AA9226  ELLIP HEIGHT-         -33.82  (meters)          (09/24/01) GPS OBS
 AA9226  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 AA9226  DYNAMIC HT  -           0.792 (meters)       2.60  (feet)  COMP
 AA9226  MODELED GRAV-     980,095.5   (mgal)                       NAVD 88
 AA9226
 AA9226  HORZ ORDER  -  B
 AA9226  VERT ORDER  -  FIRST     CLASS II
 AA9226  ELLP ORDER  -  FOURTH    CLASS I
 AA9226
 AA9226.This mark is at Ocean City Airport (26N)
 AA9226
 AA9226.The horizontal coordinates were established by GPS observations
 AA9226.and adjusted by the National Geodetic Survey in March 1998..
 AA9226
 AA9226.The orthometric height was determined by differential leveling
 AA9226.and adjusted by the National Geodetic Survey in March 2001..
 AA9226.No vertical observational check was made to the station.
 AA9226.WARNING-GPS observations at this control monument resulted in a GPS
 AA9226.derived orthometric height which differed from the leveled height by
 AA9226.more than one decimeter (0.1 meter).
 AA9226
 AA9226.Photographs are available for this station.
 AA9226
 AA9226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9226
 AA9226.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9226
 AA9226.The ellipsoidal height was determined by GPS observations
 AA9226.and is referenced to NAD 83.
 AA9226
 AA9226.The geoid height was determined by GEOID03.
 AA9226
 AA9226.The dynamic height is computed by dividing the NAVD 88
 AA9226.geopotential number by the normal gravity value computed on the
 AA9226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9226.degrees latitude (g = 980.6199 gals.).
 AA9226
 AA9226.The modeled gravity was interpolated from observed gravity values.
 AA9226
 AA9226;                    North         East     Units Scale Factor Converg.
 AA9226;SPC NJ       -    47,737.511   140,762.418   MT  0.99990105   -0 04 03.9
 AA9226;SPC NJ       -   156,618.82    461,818.03   sFT  0.99990105   -0 04 03.9
 AA9226;UTM  18      - 4,346,072.971   533,900.178   MT  0.99961415   +0 14 55.3
 AA9226
 AA9226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9226!SPC NJ       -   1.00000531  x   0.99990105  =   0.99990636
 AA9226!UTM  18      -   1.00000531  x   0.99961415  =   0.99961945
 AA9226
 AA9226:                Primary Azimuth Mark                     Grid Az
 AA9226:SPC NJ       -  26N A                                    046 17 37.9
 AA9226:UTM  18      -  26N A                                    045 58 38.7
 AA9226
 AA9226|---------------------------------------------------------------------|
 AA9226| PID    Reference Object                     Distance      Geod. Az  |
 AA9226|                                                           dddmmss.s |
 AA9226| AA9228 26N A                               405.690 METERS 0461334.0 |
 AA9226| AA9227 26N C                               439.662 METERS 2273918.9 |
 AA9226|---------------------------------------------------------------------|
 AA9226
 AA9226                          SUPERSEDED SURVEY CONTROL
 AA9226
 AA9226  ELLIP H (03/24/98)  -33.87   (m)                       GP(       ) 4 1
 AA9226  NAD 83(1993)-  39 15 47.99336(N)    074 36 25.36451(W) AD(       ) B
 AA9226  ELLIP H (11/22/95)  -33.85   (m)                       GP(       ) 1 1
 AA9226  NAVD 88 (09/24/01)    0.79   (m)            2.6    (f) LEVELING    3  
 AA9226  NAVD 88 (08/14/98)    0.79   (m)            2.6    (f) LEVELING    3  
 AA9226
 AA9226.Superseded values are not recommended for survey control.
 AA9226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9226.See file dsdata.txt to determine how the superseded data were derived.
 AA9226
 AA9226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3390046073(NAD 83)
 AA9226_MARKER: F = FLANGE-ENCASED ROD
 AA9226_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9226_STAMPING: 26N B 1994
 AA9226_MARK LOGO: NGS   
 AA9226_PROJECTION: FLUSH
 AA9226_MAGNETIC: I = MARKER IS A STEEL ROD
 AA9226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9226+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2002
 AA9226_ROD/PIPE-DEPTH: 14.3 meters
 AA9226_SLEEVE-DEPTH  : 1.0 meters
 AA9226
 AA9226  HISTORY     - Date     Condition        Report By
 AA9226  HISTORY     - 1994     MONUMENTED       NGS
 AA9226  HISTORY     - 19940823 GOOD             NGS
 AA9226  HISTORY     - 19970109 GOOD             NGS
 AA9226  HISTORY     - 19970109 GOOD             NGS
 AA9226  HISTORY     - 19970116 GOOD             NJGS
 AA9226  HISTORY     - 19970617 GOOD             NJGS
 AA9226  HISTORY     - 20000711 GOOD             NGS
 AA9226  HISTORY     - 20011020 GOOD             NGS
 AA9226  HISTORY     - 20020130 GOOD             INDIV
 AA9226
 AA9226                          STATION DESCRIPTION
 AA9226
 AA9226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9226'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHWEST OF ATLANTIC
 AA9226'CITY, IN OCEAN CITY, AT THE OCEAN CITY AIRPORT, NEAR THE CENTER OF THE
 AA9226'AIRFIELD, NEAR THE WIND DIRECTIONAL INDICATOR.  OWNERSHIP--CITY OF
 AA9226'OCEAN CITY.  26TH STREET AND BAY AVENUE, OCEAN CITY NJ 08226. CONTACT
 AA9226'JOSEPH B.  LONGO, MANAGER, PHONE 609-399-6111, EXT 393.
 AA9226' 
 AA9226'TO REACH THE AIRPORT FROM THE JUNCTION OF U.S.  HIGHWAY 9 AND STATE
 AA9226'HIGHWAY 52 IN OCEAN CITY, GO SOUTHEAST ON STATE HIGHWAY 52 FOR 0.5 MI
 AA9226'(0.8 KM) TO A TRAFFIC CIRCLE.  CONTINUE AHEAD SOUTHEAST ON STATE
 AA9226'HIGHWAY 52 FOR 2.3 MI (3.7 KM) TO BAY AVENUE.  TURN RIGHT AND GO
 AA9226'SOUTHERLY 1.9 MI (3.1 KM) ON BAY AVENNUE TO THE AIRPORT ON THE RIGHT.
 AA9226' 
 AA9226'TO REACH STATION FROM THE TERMINAL, ENTER THE GATE ADJACENT TO THE
 AA9226'SOUTHEAST SIDE OF THE TERMINAL BUILDING, PROCEED STRAIGHT, NORTHEAST
 AA9226'FOR 0.5 MI (0.8 KM) TO A TAXIWAY, TURN LEFT, SOUTH AND GO 0.05 MI
 AA9226'(0.08 KM) ON THE TAXIWAY TO THE STATION ON THE RIGHT, BETWEEN THE
 AA9226'TAXIWAY AND THE RUNWAY.
 AA9226' 
 AA9226'THE STATION IS LOCATED 37.2 M (122.0 FT) SOUTHEAST FROM THE CENTERLINE
 AA9226'OF THE RUNWAY, 16.0 M (52.5 FT) NORTHWEST FROM THE CENTERLINE OF
 AA9226'TAXIWAY, 14.4 M (47.2 FT) EAST FROM THE WIND DIRECTIONAL INDICATOR.
 AA9226' 
 AA9226'DESCRIBED BY KRN.
 AA9226
 AA9226                          STATION RECOVERY (1997)
 AA9226
 AA9226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA9226'THE STATION WAS RECOVERED AS DESCRIBED, WITH THE FOLLOWING EXCEPTIONS.
 AA9226'THE AIRPORT MANAGERS NAME IS WILLIAM R.  COLANGELO, PHONE NUMBER
 AA9226'609-399-7828.  THIS STATION WAS SELECTED AS THE PRIMARY AIRPORT
 AA9226'CONTROL STATION (PACS) .
 AA9226
 AA9226                          STATION RECOVERY (1997)
 AA9226
 AA9226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA9226'THE STATION WAS RECOVERED AS DESCRIBED, WITH THE FOLLOWING EXCEPTIONS.
 AA9226'THE AIRPORT MANAGERS NAME IS WILLIAM R.  COLANGELO, PHONE NUMBER
 AA9226'609-399-7828.  THIS STATION WAS SELECTED AS THE PRIMARY AIRPORT
 AA9226'CONTROL STATION (PACS) .
 AA9226
 AA9226                          STATION RECOVERY (1997)
 AA9226
 AA9226'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AA9226'RECOVERED AS DESCRIBED.
 AA9226
 AA9226                          STATION RECOVERY (1997)
 AA9226
 AA9226'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AA9226'RECOVERED AS DESCRIBED.
 AA9226
 AA9226                          STATION RECOVERY (2000)
 AA9226
 AA9226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AA9226'THE STATION IS LOCATED IN OCEAN CITY, AT THE OCEAN CITY AIRPORT, ON
 AA9226'THE EAST SIDE OF THE TETRAHEDRON IN THE GRASSY AREA BETWEEN THE
 AA9226'PARALLEL TAXIWAY AND THE RUNWAY, 0.08 KM (0.05 MI) SOUTHEAST OF
 AA9226'TAXIWAY DELTA.  OWNERSHIP--CITY OF OCEAN CITY.  CONTACT MR BILL
 AA9226'COLANGELO, AIRPORT MANAGER, ONE DAY IN ADVANCE BEFORE OCCUPYING
 AA9226'THE STATION, PHONE 609-399-0907.  TO REACH THE STATION FROM THE
 AA9226'JUNCTION OF STATE HIGHWAY 52 AND COUNTY ROAD 656 (BAY AVENUE) IN
 AA9226'OCEAN CITY, GO SOUTH ON COUNTY ROAD 656 FOR 3.1 KM (1.90 MI) TO THE
 AA9226'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, NORTHWESTERLY
 AA9226'THROUGH THE PARKING LOT TO THE AIRFIELD ENTRANCE GATE ON THE
 AA9226'SOUTHEAST SIDE OF THE OFFICE BUILDING.  PASS THROUGH THE GATE AND
 AA9226'GO NORTHWEST ACROSS THE APRON TO THE PARALLEL TAXIWAY AT
 AA9226'CONNECTOR TAXIWAY DELTA.  TURN LEFT, SOUTHEAST ON THE PARALLEL
 AA9226'TAXIWAY FOR 0.08 KM (0.05 MI) TO THE TETRAHEDRON AND THE STATION ON
 AA9226'THE RIGHT.  THE STATION IS A PUNCH MARK ON THE TOP OF A STAINLESS
 AA9226'STEEL ROD IN A GREASE-FILLED SLEEVE, ENCASED IN A 13 CM PVC PIPE WITH
 AA9226'NGS LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH GROUND.
 AA9226'LOCATED 28.19 M (92.49 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 AA9226'RUNWAY, 14.08 M (46.19 FT) EAST OF THE EAST CORNER OF THE CONCRETE
 AA9226'BASE OF THE TETRAHEDRON, 11.43 M (37.50 FT) NORTHWEST OF THE
 AA9226'NORTHWEST EDGE OF THE TAXIWAY AND 0.3 M (1.0 FT) EAST OF A
 AA9226'FIBERGLASS WITNESS POST.
 AA9226'
 AA9226
 AA9226                          STATION RECOVERY (2001)
 AA9226
 AA9226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 AA9226'RECOVERED AS DESCRIBED WITH THIS NOTE BY R.G. HAYES
 AA9226' 
 AA9226'NOTE--THE PHONE NUMBER IN THE PREVIOUS DESCIRPTION 609-399-7828 IS
 AA9226'THE FAX NUMBER.
 AA9226'THE CORRECT PHONE NUMBER IS 609-525-9223
 AA9226'
 AA9226
 AA9226                          STATION RECOVERY (2002)
 AA9226
 AA9226'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MWK)
 AA9226'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9227 ***********************************************************************
 AA9227  PACS        -  This is a Primary Airport Control Station.
 AA9227  DESIGNATION -  26N C
 AA9227  PID         -  AA9227
 AA9227  STATE/COUNTY-  NJ/CAPE MAY
 AA9227  USGS QUAD   -  OCEAN CITY (1994)
 AA9227
 AA9227                         *CURRENT SURVEY CONTROL
 AA9227  ___________________________________________________________________
 AA9227* NAD 83(1992)-  39 15 38.38916(N)    074 36 38.91847(W)     ADJUSTED  
 AA9227* NAVD 88     -         1.427  (meters)       4.68   (feet)  ADJUSTED  
 AA9227  ___________________________________________________________________
 AA9227  X           -   1,312,285.808 (meters)                     COMP
 AA9227  Y           -  -4,767,737.114 (meters)                     COMP
 AA9227  Z           -   4,014,743.836 (meters)                     COMP
 AA9227  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 AA9227  ELLIP HEIGHT-         -33.19  (meters)          (09/23/02) GPS OBS
 AA9227  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 AA9227  DYNAMIC HT  -           1.427 (meters)       4.68  (feet)  COMP
 AA9227  MODELED GRAV-     980,095.0   (mgal)                       NAVD 88
 AA9227
 AA9227  HORZ ORDER  -  FIRST
 AA9227  VERT ORDER  -  FIRST     CLASS II
 AA9227  ELLP ORDER  -  FOURTH    CLASS II
 AA9227
 AA9227.This mark is at Ocean City Airport (26N)
 AA9227
 AA9227.The horizontal coordinates were established by GPS observations
 AA9227.and adjusted by the National Geodetic Survey in April 1998..
 AA9227
 AA9227.The orthometric height was determined by differential leveling
 AA9227.and adjusted by the National Geodetic Survey in March 2001..
 AA9227.No vertical observational check was made to the station.
 AA9227.WARNING-GPS observations at this control monument resulted in a GPS
 AA9227.derived orthometric height which differed from the leveled height by
 AA9227.more than one decimeter (0.1 meter).
 AA9227
 AA9227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9227
 AA9227.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9227
 AA9227.The ellipsoidal height was determined by GPS observations
 AA9227.and is referenced to NAD 83.
 AA9227
 AA9227.The geoid height was determined by GEOID03.
 AA9227
 AA9227.The dynamic height is computed by dividing the NAVD 88
 AA9227.geopotential number by the normal gravity value computed on the
 AA9227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9227.degrees latitude (g = 980.6199 gals.).
 AA9227
 AA9227.The modeled gravity was interpolated from observed gravity values.
 AA9227
 AA9227;                    North         East     Units Scale Factor Converg.
 AA9227;SPC NJ       -    47,441.773   140,437.144   MT  0.99990113   -0 04 12.5
 AA9227;SPC NJ       -   155,648.55    460,750.86   sFT  0.99990113   -0 04 12.5
 AA9227;UTM  18      - 4,345,775.526   533,576.636   MT  0.99961388   +0 14 46.7
 AA9227
 AA9227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9227!SPC NJ       -   1.00000521  x   0.99990113  =   0.99990634
 AA9227!UTM  18      -   1.00000521  x   0.99961388  =   0.99961909
 AA9227
 AA9227:                Primary Azimuth Mark                     Grid Az
 AA9227:SPC NJ       -  26N B                                    047 43 22.8
 AA9227:UTM  18      -  26N B                                    047 24 23.6
 AA9227
 AA9227|---------------------------------------------------------------------|
 AA9227| PID    Reference Object                     Distance      Geod. Az  |
 AA9227|                                                           dddmmss.s |
 AA9227| AA9226 26N B                               439.662 METERS 0473910.3 |
 AA9227|---------------------------------------------------------------------|
 AA9227
 AA9227                          SUPERSEDED SURVEY CONTROL
 AA9227
 AA9227  ELLIP H (04/02/98)  -33.24   (m)                       GP(       ) 4 2
 AA9227  NAD 83(1993)-  39 15 38.38999(N)    074 36 38.91884(W) AD(       ) 1
 AA9227  ELLIP H (11/30/95)  -33.22   (m)                       GP(       ) 4 2
 AA9227
 AA9227.Superseded values are not recommended for survey control.
 AA9227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9227.See file dsdata.txt to determine how the superseded data were derived.
 AA9227
 AA9227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3357745776(NAD 83)
 AA9227_MARKER: DH = HORIZONTAL CONTROL DISK
 AA9227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9227_STAMPING: 26N C 1994
 AA9227_MARK LOGO: NGS   
 AA9227_PROJECTION: FLUSH
 AA9227_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9227+STABILITY: SURFACE MOTION
 AA9227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9227+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1997
 AA9227
 AA9227  HISTORY     - Date     Condition        Report By
 AA9227  HISTORY     - 1994     MONUMENTED       NGS
 AA9227  HISTORY     - 19940823 GOOD             NGS
 AA9227  HISTORY     - 19970110 GOOD             NGS
 AA9227  HISTORY     - 19970617 GOOD             NJGS
 AA9227
 AA9227                          STATION DESCRIPTION
 AA9227
 AA9227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9227'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHWEST OF ATLANTIC
 AA9227'CITY, IN OCEAN CITY, AT THE OCEAN CITY AIRPORT, NEAR THE END OF RUNWAY
 AA9227'END 06.  OWNERSHIP--CITY OF OCEAN CITY.  26TH STREET AND BAY AVENUE,
 AA9227'OCEAN CITY NJ 08226.  CONTACT JOSEPH B.  LONGO, MANAGER, PHONE
 AA9227'609-399-6111, EXT 393.
 AA9227' 
 AA9227'TO REACH THE AIRPORT FROM THE JUNCTION OF U.S.  HIGHWAY 9 AND STATE
 AA9227'HIGHWAY 52 IN OCEAN CITY, GO SOUTHEAST ON STATE HIGHWAY 52 FOR 0.5 MI
 AA9227'(0.8 KM) TO A TRAFFIC CIRCLE.  CONTINUE AHEAD SOUTHEAST ON STATE
 AA9227'HIGHWAY 52 FOR 2.3 MI (3.7 KM) TO BAY AVENUE.  TURN RIGHT AND GO
 AA9227'SOUTHERLY 1.9 MI (3.1 KM) ON BAY AVENNUE TO THE AIRPORT ON THE RIGHT.
 AA9227' 
 AA9227'TO REACH THE STATION FROM THE TERMINAL, ENTER GATE ADJACENT TO THE
 AA9227'SOUTHEAST SIDE OF THE TERMINAL BUILDING, PROCEED STRAIGHT, NORTHWEST
 AA9227'FOR 0.05 MI (0.08 KM) TO A TAXIWAY, TURN LEFT, SOUTH ON THE TAXIWAY
 AA9227'AND GO 0.35 MI (0.56 KM) TO THE STATION ON THE RIGHT, BETWEEN THE
 AA9227'TAXIWAY AND THE RUNWAY.
 AA9227' 
 AA9227'THE STATION IS LOCATED 42.4 M (139.1 FT) EAST FROM THE CENTERLINE OF
 AA9227'RUNWAY END 6, 25.2 M (82.7 FT) NORTHEAST FROM TAXIWAY AT HOLDBAR, 22.6
 AA9227'M (74.1 FT) NORTHWEST FROM CENTERLINE OF PARALLEL TAXIWAY, 50.8 FT
 AA9227'(15.5 M) SOUTHEAST OF A TAXIWAY SIGN.
 AA9227' 
 AA9227'DESCRIBED BY KRN.
 AA9227
 AA9227                          STATION RECOVERY (1997)
 AA9227
 AA9227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA9227'THE STATION IS RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE
 AA9227'AIRPORT MANAGERS NAME IS WILLIAM COLANGELO, PHONE 609-525-9223.  THIS
 AA9227'STATION HAS BEEN SELECTED AS A SECONDARY CONTROL STATION.
 AA9227
 AA9227                          STATION RECOVERY (1997)
 AA9227
 AA9227'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AA9227'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6706 ***********************************************************************
 KV6706  DESIGNATION -  27009
 KV6706  PID         -  KV6706
 KV6706  STATE/COUNTY-  NJ/MIDDLESEX
 KV6706  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6706
 KV6706                         *CURRENT SURVEY CONTROL
 KV6706  ___________________________________________________________________
 KV6706* NAD 83(1996)-  40 28 34.10860(N)    074 25 34.17268(W)     ADJUSTED  
 KV6706* NAVD 88     -        28.1    (meters)      92.     (feet)  GPS OBS   
 KV6706  ___________________________________________________________________
 KV6706  X           -   1,304,424.192 (meters)                     COMP
 KV6706  Y           -  -4,680,171.141 (meters)                     COMP
 KV6706  Z           -   4,118,341.845 (meters)                     COMP
 KV6706  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 KV6706  ELLIP HEIGHT-          -4.76  (meters)          (10/23/02) GPS OBS
 KV6706  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV6706
 KV6706  HORZ ORDER  -  FIRST
 KV6706  ELLP ORDER  -  FOURTH    CLASS I
 KV6706
 KV6706.The horizontal coordinates were established by GPS observations
 KV6706.and adjusted by the National Geodetic Survey in May 1999..
 KV6706
 KV6706.The orthometric height was determined by GPS observations and a
 KV6706.high-resolution geoid model.
 KV6706
 KV6706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6706
 KV6706.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6706
 KV6706.The ellipsoidal height was determined by GPS observations
 KV6706.and is referenced to NAD 83.
 KV6706
 KV6706.The geoid height was determined by GEOID03.
 KV6706
 KV6706;                    North         East     Units Scale Factor Converg.
 KV6706;SPC NJ       -   182,382.092   156,260.921   MT  0.99990048   +0 02 52.6
 KV6706;SPC NJ       -   598,365.25    512,666.04   sFT  0.99990048   +0 02 52.6
 KV6706;UTM  18      - 4,480,764.541   548,641.106   MT  0.99962912   +0 22 21.0
 KV6706
 KV6706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6706!SPC NJ       -   1.00000075  x   0.99990048  =   0.99990123
 KV6706!UTM  18      -   1.00000075  x   0.99962912  =   0.99962987
 KV6706
 KV6706                          SUPERSEDED SURVEY CONTROL
 KV6706
 KV6706  ELLIP H (05/14/99)   -4.75   (m)                       GP(       ) 4 1
 KV6706  NAD 83(1996)-  40 28 34.10835(N)    074 25 34.17428(W) AD(       ) 1
 KV6706  NAD 83(1986)-  40 28 34.10806(N)    074 25 34.17465(W) AD(       ) 1
 KV6706  NAD 83(1986)-  40 28 34.10988(N)    074 25 34.17538(W) AD(       ) 1
 KV6706
 KV6706.Superseded values are not recommended for survey control.
 KV6706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6706.See file dsdata.txt to determine how the superseded data were derived.
 KV6706
 KV6706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4864180765(NAD 83)
 KV6706_MARKER: DD = SURVEY DISK
 KV6706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6706_SP_SET: CONCRETE POST
 KV6706_STAMPING: 27009
 KV6706_MARK LOGO: NJGS  
 KV6706_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6706+STABILITY: SURFACE MOTION
 KV6706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6706+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1994
 KV6706
 KV6706  HISTORY     - Date     Condition        Report By
 KV6706  HISTORY     - 1971     MONUMENTED       NJGS
 KV6706  HISTORY     - 19901115 GOOD             NJGS
 KV6706  HISTORY     - 19901115 GOOD             NJGS
 KV6706  HISTORY     - 19910130 GOOD
 KV6706  HISTORY     - 19920205 GOOD
 KV6706  HISTORY     - 19940412 GOOD             NJGS
 KV6706
 KV6706                          STATION DESCRIPTION
 KV6706
 KV6706'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6706'THE STATION IS LOCATED IN NORTH BRUNSWICK TOWNSHIP, ON THE WEST SIDE
 KV6706'OF U.S. HIGHWAY 1 SOUTH.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6706'U.S.HIGHWAY 1 AND STATE ROUTE 18 GO SOUTH ON ROUTE 1 TO JUST PAST THE
 KV6706'ENTRANCE RAMP TO RYDERS LANE AND THE STATION ON THE RIGHT BEFORE THE
 KV6706'RAMP FROM RYDERS LANE TO ROUTE 1 SOUTHBOUND.  THE STATION IS 3.5 M
 KV6706'(11.5 FT) NORTHWEST FROM THE ROUTE 1 GUTTERLINE, 19.4 M (63.6 FT)
 KV6706'NORTHWEST FROM THE ROUTE 1 MEDIAN BARRIER CENTERLINE, 25.9 M
 KV6706'(85.0 FT) SOUTHWEST FROM THE NORTHEAST NOSE OF THE ISLAND, 48.0 M
 KV6706'(157.5 FT) NORTHEAST FROM THE CENTERLINE OF AN INLET NEAR THE
 KV6706'SOUTHWEST END OF THE ISLAND, 19.5 M (64.0 FT) SOUTHWEST FROM THE
 KV6706'RYDERS LANE SIGN NEAR THE NORTHEAST END OF THE ISLAND AND 0.1 M
 KV6706'(0.3 FT) BELOW THE GROUND.
 KV6706
 KV6706                          STATION RECOVERY (1990)
 KV6706
 KV6706'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6706'THE STATION IS LOCATED IN NORTH BRUNSWICK TOWNSHIP, ON THE WEST SIDE
 KV6706'OF U.S.HIGHWAY 1 SOUTH.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6706'U.S.HIGHWAY 1 AND STATE ROUTE 18 GO SOUTH ON ROUTE 1 TO JUST PAST THE
 KV6706'ENTRANCE RAMP TO RYDERS LANE AND THE STATION ON THE RIGHT BEFORE THE
 KV6706'RAMP FROM RYDERS LANE TO ROUTE 1 SOUTHBOUND.  THE STATION IS 3.5 M
 KV6706'(11.5 FT) NORTHWEST FROM THE ROUTE 1 GUTTERLINE, 19.4 M (63.6 FT)
 KV6706'NORTHWEST FROM THE ROUTE 1 MEDIAN BARRIER CENTERLINE, 25.9 M
 KV6706'(85.0 FT) SOUTHWEST FROM THE NORTHEAST NOSE OF THE ISLAND, 48.0 M
 KV6706'(157.5 FT) NORTHEAST FROM THE CENTERLINE OF A TYPE E INLET NEAR THE
 KV6706'SOUTHWEST END OF THE ISLAND, 19.5 M (64.0 FT) SOUTHWEST FROM THE
 KV6706'RYDERS LANE SIGN NEAR THE NORTHEAST END OF THE ISLAND AND 0.1 M
 KV6706'(0.3 FT) BELOW THE GROUND.
 KV6706
 KV6706                          STATION RECOVERY (1991)
 KV6706
 KV6706'RECOVERED 1991
 KV6706'RECOVERED IN GOOD CONDITION.
 KV6706
 KV6706                          STATION RECOVERY (1992)
 KV6706
 KV6706'RECOVERED 1992
 KV6706'RECOVERED IN GOOD CONDITION.
 KV6706
 KV6706                          STATION RECOVERY (1994)
 KV6706
 KV6706'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 KV6706'THE STATION IS LOCATED IN NORTH BRUNSWICK TOWNSHIP, ON THE WEST SIDE
 KV6706'OF U.S. HIGHWAY 1 SOUTHBOUND LANES.  TO REACH THE STATION FROM THE
 KV6706'JUNCTION OF U.S.HIGHWAY 1 AND STATE ROUTE 18, GO SOUTH ON U.S. HIGHWAY
 KV6706'1 TO JUST PAST THE ENTRANCE RAMP LEADING TO RYDERS LANE AND THE
 KV6706'STATION ON THE RIGHT, JUST BEFORE THE EXIT RAMP LEADING FROM RYDERS
 KV6706'LANE TO U.S. HIGHWAY 1 SOUTHBOUND LANES.  THE STATION IS 3.5 M (11.5
 KV6706'FT) NORTHWEST FROM THE U.S. HIGHWAY 1 GUTTERLINE, 19.4 M (63.6 FT)
 KV6706'NORTHWEST FROM THE U.S. HIGHWAY 1 MEDIAN BARRIER CENTERLINE, 25.9 M
 KV6706'(85.0 FT) SOUTHWEST FROM THE NORTHEAST NOSE OF THE ISLAND, 48.0 M
 KV6706'(157.5 FT) NORTHEAST FROM AN INLET NEAR THE SOUTHWEST END OF THE
 KV6706'ISLAND, 19.5 M (64.0 FT) SOUTHWEST FROM A TRAFFIC SIGN FOR RYDERS LANE
 KV6706'NEAR THE NORTHEAST END OF THE ISLAND AND 0.1 M (0.3 FT) BELOW THE
 KV6706'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0370 ***********************************************************************
 JU0370  DESIGNATION -  2701 NJGS
 JU0370  PID         -  JU0370
 JU0370  STATE/COUNTY-  NJ/CAPE MAY
 JU0370  USGS QUAD   -  OCEAN CITY (1994)
 JU0370
 JU0370                         *CURRENT SURVEY CONTROL
 JU0370  ___________________________________________________________________
 JU0370* NAD 83(1986)-  39 16 52.     (N)    074 34 46.     (W)     SCALED    
 JU0370* NAVD 88     -         1.193  (meters)       3.91   (feet)  ADJUSTED  
 JU0370  ___________________________________________________________________
 JU0370  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 JU0370  DYNAMIC HT  -           1.192 (meters)       3.91  (feet)  COMP
 JU0370  MODELED GRAV-     980,098.5   (mgal)                       NAVD 88
 JU0370
 JU0370  VERT ORDER  -  FIRST     CLASS I
 JU0370
 JU0370.The horizontal coordinates were scaled from a topographic map and have
 JU0370.an estimated accuracy of +/- 6 seconds.
 JU0370
 JU0370.The orthometric height was determined by differential leveling
 JU0370.and adjusted by the National Geodetic Survey in June 1991..
 JU0370.WARNING-Repeat measurements at this control monument indicate possible
 JU0370.vertical movement.
 JU0370
 JU0370.The geoid height was determined by GEOID03.
 JU0370
 JU0370.The dynamic height is computed by dividing the NAVD 88
 JU0370.geopotential number by the normal gravity value computed on the
 JU0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0370.degrees latitude (g = 980.6199 gals.).
 JU0370
 JU0370.The modeled gravity was interpolated from observed gravity values.
 JU0370
 JU0370;                    North         East    Units  Estimated Accuracy
 JU0370;SPC NJ       -    49,710.      143,150.      MT  (+/- 180 meters Scaled)
 JU0370
 JU0370                          SUPERSEDED SURVEY CONTROL
 JU0370
 JU0370  NGVD 29 (04/16/92)    1.575  (m)            5.17   (f) ADJUSTED    1 1
 JU0370
 JU0370.Superseded values are not recommended for survey control.
 JU0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0370.See file dsdata.txt to determine how the superseded data were derived.
 JU0370
 JU0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ362480(NAD 83)
 JU0370_MARKER: DD = SURVEY DISK
 JU0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0370_STAMPING: 2701
 JU0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0370+STABILITY: SURFACE MOTION
 JU0370
 JU0370  HISTORY     - Date     Condition        Report By
 JU0370  HISTORY     - UNK      MONUMENTED       NJGS
 JU0370  HISTORY     - 1964     GOOD             CGS
 JU0370  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0370
 JU0370                          STATION DESCRIPTION
 JU0370
 JU0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0370'AT OCEAN CITY.
 JU0370'AT OCEAN CITY, AT THE INTERSECTION OF 9TH STREET AND BAY AVENUE,
 JU0370'27 FEET SOUTHEAST OF THE CENTER LINE OF BAY AVENUE, 3 FEET
 JU0370'NORTHEAST OF THE NORTHEAST CURB OF 9TH STREET, 0.5 FOOT SOUTHEAST
 JU0370'OF THE NORTHWEST EDGE OF THE CONCRETE PAVEMENT WHICH HAS BEEN
 JU0370'POURED SINCE THE MARK WAS SET, AND SET IN THE TOP OF A CONCRETE
 JU0370'POST PROJECTING ABOUT 0.4 FOOT.  NOTE-- (OCEAN CITY FOOT OF 9TH
 JU0370'STREET), BACK THOROFARE.
 JU0370
 JU0370                          STATION RECOVERY (1979)
 JU0370
 JU0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0370'NOT RECOVERED AFTER AN EXTENSIVE SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0377 ***********************************************************************
 JU0377  DESIGNATION -  2704
 JU0377  PID         -  JU0377
 JU0377  STATE/COUNTY-  NJ/CAPE MAY
 JU0377  USGS QUAD   -  OCEAN CITY (1994)
 JU0377
 JU0377                         *CURRENT SURVEY CONTROL
 JU0377  ___________________________________________________________________
 JU0377* NAD 83(1986)-  39 15 14.     (N)    074 36 27.     (W)     SCALED    
 JU0377* NAVD 88     -         1.541  (meters)       5.06   (feet)  ADJUSTED  
 JU0377  ___________________________________________________________________
 JU0377  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 JU0377  DYNAMIC HT  -           1.540 (meters)       5.05  (feet)  COMP
 JU0377  MODELED GRAV-     980,093.9   (mgal)                       NAVD 88
 JU0377
 JU0377  VERT ORDER  -  FIRST     CLASS II
 JU0377
 JU0377.The horizontal coordinates were scaled from a topographic map and have
 JU0377.an estimated accuracy of +/- 6 seconds.
 JU0377
 JU0377.The orthometric height was determined by differential leveling
 JU0377.and adjusted by the National Geodetic Survey in March 2001..
 JU0377.No vertical observational check was made to the station.
 JU0377
 JU0377.The geoid height was determined by GEOID03.
 JU0377
 JU0377.The dynamic height is computed by dividing the NAVD 88
 JU0377.geopotential number by the normal gravity value computed on the
 JU0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0377.degrees latitude (g = 980.6199 gals.).
 JU0377
 JU0377.The modeled gravity was interpolated from observed gravity values.
 JU0377
 JU0377;                    North         East    Units  Estimated Accuracy
 JU0377;SPC NJ       -    46,690.      140,720.      MT  (+/- 180 meters Scaled)
 JU0377
 JU0377                          SUPERSEDED SURVEY CONTROL
 JU0377
 JU0377  NAVD 88 (06/15/91)    1.562  (m)            5.12   (f) UNKNOWN     1 1
 JU0377  NGVD 29 (04/16/92)    1.950  (m)            6.40   (f) ADJUSTED    1 1
 JU0377
 JU0377.Superseded values are not recommended for survey control.
 JU0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0377.See file dsdata.txt to determine how the superseded data were derived.
 JU0377
 JU0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ338450(NAD 83)
 JU0377_MARKER: DD = SURVEY DISK
 JU0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0377_STAMPING: 2704
 JU0377_MARK LOGO: NJGS  
 JU0377_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0377+STABILITY: SURFACE MOTION
 JU0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0377+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2000
 JU0377
 JU0377  HISTORY     - Date     Condition        Report By
 JU0377  HISTORY     - UNK      MONUMENTED       NJGS
 JU0377  HISTORY     - 1964     GOOD             CGS
 JU0377  HISTORY     - 1979     GOOD             NGS
 JU0377  HISTORY     - 19960917 GOOD             NJGS
 JU0377  HISTORY     - 20000717 GOOD             NJGS
 JU0377  HISTORY     - 20000728 GOOD             STEWRT
 JU0377  HISTORY     - 20060324 GOOD             GEOCAC
 JU0377
 JU0377                          STATION DESCRIPTION
 JU0377
 JU0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0377'AT OCEAN CITY.
 JU0377'AT OCEAN CITY, 2.3 MILES SOUTHWEST ALONG ASBURY AVENUE FROM THE
 JU0377'CITY HALL AT OCEAN CITY, BETWEEN POWER POLES ACE 2699 AND W 27801,
 JU0377'96 YARDS SOUTHWEST OF THE SOUTHWEST CURB OF 31ST STREET, 90
 JU0377'YARDS NORTHEAST OF THE NORTHEAST CURB OF 32ND STREET, 1.5 FEET
 JU0377'NORTHWEST OF THE NORTHWEST CURB OF ASBURY AVENUE AND SET IN THE
 JU0377'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 JU0377
 JU0377                          STATION RECOVERY (1979)
 JU0377
 JU0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0377'RECOVERED IN GOOD CONDITION.
 JU0377
 JU0377                          STATION RECOVERY (1996)
 JU0377
 JU0377'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU0377'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE STATION IS
 JU0377'LOCATED IN FRONT OF ULMERS APPLIANCE REPAIR STORE, 3130 ASBURY AVENUE,
 JU0377'OCEAN CITY, NEW JERSEY.
 JU0377
 JU0377                          STATION RECOVERY (2000)
 JU0377
 JU0377'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU0377'RECOVERED AS DESCRIBED.
 JU0377
 JU0377                          STATION RECOVERY (2000)
 JU0377
 JU0377'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2000 (JMS)
 JU0377'SUITABLE FOR GPS OBSERVATIONS.
 JU0377
 JU0377                          STATION RECOVERY (2006)
 JU0377
 JU0377'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0377'HANDHELD COORDINATES ARE N39-15-15.12 W074-36-28.62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4086 ***********************************************************************
 JU4086  DESIGNATION -  2706
 JU4086  PID         -  JU4086
 JU4086  STATE/COUNTY-  NJ/CAPE MAY
 JU4086  USGS QUAD   -  MARMORA (1994)
 JU4086
 JU4086                         *CURRENT SURVEY CONTROL
 JU4086  ___________________________________________________________________
 JU4086* NAD 83(1996)-  39 15 53.57739(N)    074 38 49.53605(W)     ADJUSTED  
 JU4086* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 JU4086  ___________________________________________________________________
 JU4086  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 JU4086  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 JU4086
 JU4086  HORZ ORDER  -  THIRD
 JU4086
 JU4086.The horizontal coordinates were established by classical geodetic methods
 JU4086.and adjusted by the National Geodetic Survey in September 1999..
 JU4086.No horizontal observational check was made to the station.
 JU4086
 JU4086.The orthometric height was scaled from a topographic map.
 JU4086
 JU4086.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4086
 JU4086.The geoid height was determined by GEOID03.
 JU4086
 JU4086;                    North         East     Units Scale Factor Converg.
 JU4086;SPC NJ       -    47,914.577   137,306.745   MT  0.99990198   -0 05 35.1
 JU4086;SPC NJ       -   157,199.74    450,480.55   sFT  0.99990198   -0 05 35.1
 JU4086;UTM  18      - 4,346,230.902   530,444.578   MT  0.99961141   +0 13 24.1
 JU4086
 JU4086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4086!SPC NJ       -   1.00000401  x   0.99990198  =   0.99990599
 JU4086!UTM  18      -   1.00000401  x   0.99961141  =   0.99961542
 JU4086
 JU4086                          SUPERSEDED SURVEY CONTROL
 JU4086
 JU4086  NAD 83(1986)-  39 15 53.55838(N)    074 38 49.53739(W) AD(       ) 3
 JU4086
 JU4086.Superseded values are not recommended for survey control.
 JU4086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4086.See file dsdata.txt to determine how the superseded data were derived.
 JU4086
 JU4086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3044546231(NAD 83)
 JU4086_MARKER: DE = TRAVERSE STATION DISK
 JU4086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4086_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU4086_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4086+STABILITY: SURFACE MOTION
 JU4086
 JU4086  HISTORY     - Date     Condition        Report By
 JU4086  HISTORY     - 1983     MONUMENTED       NJGS
 JU4086  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU4086
 JU4086                          STATION DESCRIPTION
 JU4086
 JU4086'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1983 (CLN)
 JU4086'THE STATION IS LOCATED ABOUT 20 KM (12.5 MI)
 JU4086'SOUTHWEST OF ATLANTIC CITY,
 JU4086'8 KM (5 MI) SOUTHWEST OF OCEAN CITY AND IN THE TOWN OF MARMORA.
 JU4086'OWNERSHIP--HIGHWAY RIGHT OF WAY
 JU4086'
 JU4086'TO REACH THE STATION FROM THE POST OFFICE IN MARMORA, GO NORTHEAST
 JU4086'ON U.S. HIGHWAY 9 FOY 0.3 KM (0.2 MI) TO A SIDE ROAD LEFT AND THE
 JU4086'STATION IN THE LEFT.
 JU4086'
 JU4086'THE STATION IS A STANDARD NJGS DISK
 JU4086'STAMPED---2706---,
 JU4086'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU4086'18 CM ON SIDE RECESSED 8 CM BELOW GROUND.  LOCATED
 JU4086'1.5 METERS (50.8 FT) NORTHWEST FROM A POWER POLE 03249,
 JU4086'13.0 METERS (42.5 FT) NORTHEAST FROM THE EXTENDED CENTER OF COUNTY
 JU4086'ROAD 623,
 JU4086'10.3 METERS (33.7 FT) SOUTH FROM THE SOUTHWEST CORNER OF TH TRINITY
 JU4086'METHODIST CHURCH AND
 JU4086'6.2 METERS (20.4 FT) NORTHWEST FROM THE CENTER OF U.S. HIGHWAY 9.
 JU4086'
 JU4086'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 JU4086'DESCRIBED BY R G POUST.
 JU4086
 JU4086                          STATION RECOVERY (2001)
 JU4086
 JU4086'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU4086'THE STATION WAS NOT RECOVERED AT THIS TIME. THE INTERSECTION HAS BEEN
 JU4086' 
 JU4086'REVISED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7254 ***********************************************************************
 AC7254  DESIGNATION -  27199
 AC7254  PID         -  AC7254
 AC7254  STATE/COUNTY-  NJ/OCEAN
 AC7254  USGS QUAD   -  BEACH HAVEN (1977)
 AC7254
 AC7254                         *CURRENT SURVEY CONTROL
 AC7254  ___________________________________________________________________
 AC7254* NAD 83(1986)-  39 36 18.     (N)    074 12 35.     (W)     SCALED    
 AC7254* NAVD 88     -         1.047  (meters)       3.44   (feet)  ADJUSTED  
 AC7254  ___________________________________________________________________
 AC7254  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 AC7254  DYNAMIC HT  -           1.047 (meters)       3.44  (feet)  COMP
 AC7254  MODELED GRAV-     980,144.0   (mgal)                       NAVD 88
 AC7254
 AC7254  VERT ORDER  -  FIRST     CLASS I
 AC7254
 AC7254.The horizontal coordinates were scaled from a topographic map and have
 AC7254.an estimated accuracy of +/- 6 seconds.
 AC7254
 AC7254.The orthometric height was determined by differential leveling
 AC7254.and adjusted by the National Geodetic Survey in April 1997..
 AC7254
 AC7254.The geoid height was determined by GEOID03.
 AC7254
 AC7254.The dynamic height is computed by dividing the NAVD 88
 AC7254.geopotential number by the normal gravity value computed on the
 AC7254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7254.degrees latitude (g = 980.6199 gals.).
 AC7254
 AC7254.The modeled gravity was interpolated from observed gravity values.
 AC7254
 AC7254;                    North         East    Units  Estimated Accuracy
 AC7254;SPC NJ       -    85,700.      174,930.      MT  (+/- 180 meters Scaled)
 AC7254
 AC7254                          SUPERSEDED SURVEY CONTROL
 AC7254
 AC7254.No superseded survey control is available for this station.
 AC7254
 AC7254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ678842(NAD 83)
 AC7254_MARKER: DD = SURVEY DISK
 AC7254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7254_STAMPING: 27199
 AC7254_MARK LOGO: NJGS  
 AC7254_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7254+STABILITY: SURFACE MOTION
 AC7254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC7254+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1996
 AC7254
 AC7254  HISTORY     - Date     Condition        Report By
 AC7254  HISTORY     - 1974     MONUMENTED       NJGS
 AC7254  HISTORY     - 19960721 GOOD             NJGS
 AC7254
 AC7254                          STATION DESCRIPTION
 AC7254
 AC7254'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 AC7254'THE STATION IS LOCATED IN LONG BEACH TOWNSHIP IN THE COMMUNITY OF
 AC7254'PEAHALA PARK.  TO REACH THE STATION FROM THE INTERSECTION OF 9TH
 AC7254'STREET, THE EASTBOUND LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD
 AC7254'IN THE BOROUGH OF SHIP BOTTOM, GO SOUTHWEST ON LONG BEACH BOULEVARD
 AC7254'FOR 3.6 MI (5.8 KM) TO THE INTERSECTION WITH CAPE COD LANE (92ND
 AC7254'STREET) AND THE STATION ON THE RIGHT, SET FLUSH WITH THE GROUND AT THE
 AC7254'NORTHWEST CORNER OF THE INTERSECTION, IN FRONT OF HOUSE NUMBER 9110.
 AC7254'THE STATION IS 12.5 FT (3.8 M) SOUTH FROM THE SOUTH CORNER OF HOUSE
 AC7254'NUMBER 9110, 9.6 FT (2.9 M) NORTHWEST FROM POLE NUMBER BT 332, 25.7 FT
 AC7254'(7.8 M) NORTHEAST FROM THE CENTERLINE OF CAPE COD LANE AND 9.6 FT (2.9
 AC7254'M) NORTHEAST FROM A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2137 ***********************************************************************
 JU2137  DESIGNATION -  2725 NJGS
 JU2137  PID         -  JU2137
 JU2137  STATE/COUNTY-  NJ/CAPE MAY
 JU2137  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2137
 JU2137                         *CURRENT SURVEY CONTROL
 JU2137  ___________________________________________________________________
 JU2137* NAD 83(1986)-  39 10 13.     (N)    074 44 23.     (W)     SCALED    
 JU2137* NAVD 88     -         4.970  (meters)      16.31   (feet)  ADJUSTED  
 JU2137  ___________________________________________________________________
 JU2137  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 JU2137  DYNAMIC HT  -           4.967 (meters)      16.30  (feet)  COMP
 JU2137  MODELED GRAV-     980,078.9   (mgal)                       NAVD 88
 JU2137
 JU2137  VERT ORDER  -  FIRST     CLASS II
 JU2137
 JU2137.The horizontal coordinates were scaled from a topographic map and have
 JU2137.an estimated accuracy of +/- 6 seconds.
 JU2137
 JU2137.The orthometric height was determined by differential leveling
 JU2137.and adjusted by the National Geodetic Survey in June 1991..
 JU2137
 JU2137.The geoid height was determined by GEOID03.
 JU2137
 JU2137.The dynamic height is computed by dividing the NAVD 88
 JU2137.geopotential number by the normal gravity value computed on the
 JU2137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2137.degrees latitude (g = 980.6199 gals.).
 JU2137
 JU2137.The modeled gravity was interpolated from observed gravity values.
 JU2137
 JU2137;                    North         East    Units  Estimated Accuracy
 JU2137;SPC NJ       -    37,430.      129,290.      MT  (+/- 180 meters Scaled)
 JU2137
 JU2137                          SUPERSEDED SURVEY CONTROL
 JU2137
 JU2137  NGVD 29 (04/16/92)    5.357  (m)           17.58   (f) ADJUSTED    1 2
 JU2137
 JU2137.Superseded values are not recommended for survey control.
 JU2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2137.See file dsdata.txt to determine how the superseded data were derived.
 JU2137
 JU2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ224357(NAD 83)
 JU2137_MARKER: DD = SURVEY DISK
 JU2137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU2137_STAMPING: 2725
 JU2137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2137+STABILITY: SURFACE MOTION
 JU2137
 JU2137  HISTORY     - Date     Condition        Report By
 JU2137  HISTORY     - UNK      MONUMENTED       NJGS
 JU2137  HISTORY     - 1961     GOOD             CGS
 JU2137  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU2137
 JU2137                          STATION DESCRIPTION
 JU2137
 JU2137'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU2137'0.45 MILE SOUTHWEST FROM OCEAN VIEW.
 JU2137'0.45 MILE SOUTHWEST ON U.S. HIGHWAY 9 FROM THE JUNCTION WITH SEA
 JU2137'ISLE BOULEVARD IN OCEAN VIEW, 1.5 FEET SOUTHEAST OF THE CENTER LINE
 JU2137'OF HIGHWAY 9, 16 FEET SOUTHWEST OF POWER LINE POLE ACE 1191, 9.5 FEET
 JU2137'SOUTHWEST OF THE PROLONGED CENTER LINE OF ROAD LEADING NORTHWEST AND
 JU2137'7 FEET NORTH OF A CABLE LINE BRACE POLE NO. BT 932-1S. SET IN THE TOP
 JU2137'OF A CONCRETE POST 6 INCHES ABOVE THE LEVEL OF THE HIGHWAY AND LEANING
 JU2137'SLIGHTLY TO THE SOUTHEAST.
 JU2137
 JU2137                          STATION RECOVERY (1979)
 JU2137
 JU2137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU2137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8740 ***********************************************************************
 AB8740  DESIGNATION -  27250
 AB8740  PID         -  AB8740
 AB8740  STATE/COUNTY-  NJ/BURLINGTON
 AB8740  USGS QUAD   -  MOUNT HOLLY (1981)
 AB8740
 AB8740                         *CURRENT SURVEY CONTROL
 AB8740  ___________________________________________________________________
 AB8740* NAD 83(1996)-  39 58 42.18060(N)    074 48 08.55144(W)     ADJUSTED  
 AB8740* NAVD 88     -        15.2    (meters)      50.     (feet)  GPS OBS   
 AB8740  ___________________________________________________________________
 AB8740  X           -   1,283,020.080 (meters)                     COMP
 AB8740  Y           -  -4,723,072.303 (meters)                     COMP
 AB8740  Z           -   4,076,135.409 (meters)                     COMP
 AB8740  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 AB8740  ELLIP HEIGHT-         -17.48  (meters)          (10/23/02) GPS OBS
 AB8740  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 AB8740
 AB8740  HORZ ORDER  -  FIRST
 AB8740  ELLP ORDER  -  FOURTH    CLASS I
 AB8740
 AB8740.The horizontal coordinates were established by GPS observations
 AB8740.and adjusted by the National Geodetic Survey in May 1999..
 AB8740
 AB8740.The orthometric height was determined by GPS observations and a
 AB8740.high-resolution geoid model.
 AB8740
 AB8740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8740
 AB8740.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8740
 AB8740.The ellipsoidal height was determined by GPS observations
 AB8740.and is referenced to NAD 83.
 AB8740
 AB8740.The geoid height was determined by GEOID03.
 AB8740
 AB8740;                    North         East     Units Scale Factor Converg.
 AB8740;SPC NJ       -   127,158.258   124,173.420   MT  0.99990821   -0 11 39.4
 AB8740;SPC NJ       -   417,185.05    407,392.30   sFT  0.99990821   -0 11 39.4
 AB8740;UTM  18      - 4,425,376.701   516,874.500   MT  0.99960351   +0 07 37.1
 AB8740
 AB8740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8740!SPC NJ       -   1.00000274  x   0.99990821  =   0.99991095
 AB8740!UTM  18      -   1.00000274  x   0.99960351  =   0.99960625
 AB8740
 AB8740                          SUPERSEDED SURVEY CONTROL
 AB8740
 AB8740  NAD 83(1992)-  39 58 42.17996(N)    074 48 08.55145(W) AD(       ) 1
 AB8740  ELLIP H (12/16/96)  -17.51   (m)                       GP(       ) 2 1
 AB8740
 AB8740.Superseded values are not recommended for survey control.
 AB8740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8740.See file dsdata.txt to determine how the superseded data were derived.
 AB8740
 AB8740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1687525377(NAD 83)
 AB8740_MARKER: DD = SURVEY DISK
 AB8740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8740_STAMPING: 27250
 AB8740_MARK LOGO: NJDCED
 AB8740_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8740+STABILITY: SURFACE MOTION
 AB8740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8740+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2000
 AB8740
 AB8740  HISTORY     - Date     Condition        Report By
 AB8740  HISTORY     - 1976     MONUMENTED       NJDCED
 AB8740  HISTORY     - 19951130 GOOD             TWT
 AB8740  HISTORY     - 20000830 GOOD             TWT
 AB8740
 AB8740                          STATION DESCRIPTION
 AB8740
 AB8740'DESCRIBED BY TWT CONS ENG 1995 (WPD)
 AB8740'THE STATION IS LOCATED APPROXIMATELY 1.4 MI (2.3 KM) WEST SOUTHWEST OF
 AB8740'MOUNT HOLLY, NEW JERSEY IN THE TOWN OF MOUNT HOLLY, LUMBERTON TOWNSHIP
 AB8740'ON AN ABANDONED RAILROAD RIGHT OF WAY.  THE RAILROAD RIGHT OF WAY IS
 AB8740'OVERGROWN AND NONE OF THE STEEL RAILS REMAIN.  TO REACH THE STATION
 AB8740'FROM THE JUNCTION OF U.S.  HIGHWAY ROUTE 206 AND STATE HIGHWAY ROUTE
 AB8740'38, GO WEST ON STATE HIGHWAY ROUTE 38 FOR 3.2 MI (5.1 KM) TO THE
 AB8740'TRAFFIC JUGHANDLE FOR COUNTY ROAD 691 SOUTHBOUND, GO SOUTH ON COUNTY
 AB8740'ROAD 691 FOR 0.3 MI (0.5 KM) TO THE TEE INTERSECTION WITH WILSON
 AB8740'AVENUE ON THE RIGHT.  TURN RIGHT (WEST) ONTO AND FOLLOW WILSON AVENUE
 AB8740'TO THE TEE INTERSECTION WITH ROOSEVELT AVENUE ON THE LEFT.  TURN LEFT
 AB8740'(SOUTH) ONTO AND FOLLOW ROOSEVELT AVENUE TO HOUSE NUMBER 5 AND AN
 AB8740'UNNAMED DIRT ALLEY ON THE RIGHT.  TURN RIGHT (WEST) ONTO THE DIRT
 AB8740'ALLEY AND FOLLOW TO THE END AND THE STATION AHEAD AND TO THE RIGHT SET
 AB8740'0.3 FT (9.1 CM) BELOW THE SURFACE OF THE GROUND.  THE STATION IS 28.0
 AB8740'FT (8.5 M) NORTH OF THE PHYSICAL CENTERLINE OF THE DIRT ALLEY
 AB8740'EXTENDED, 25.0 FT (7.6 M) EAST OF THE WESTERN BOTTOM OF BANK OF THE
 AB8740'RIALROAD RIGHT OF WAY AND EDGE OF A CULTIVATED FARM FIELD AND 30.0 FT
 AB8740'(9.1 M) WEST OF THE EASTERN BOTTOM OF BANK OF THE RAILROAD RIGHT OF
 AB8740'WAY AND A GRASS LAWN.
 AB8740
 AB8740                          STATION RECOVERY (2000)
 AB8740
 AB8740'RECOVERY NOTE BY TWT CONS ENG 2000 (BSJ)
 AB8740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4212 ***********************************************************************
 JU4212  DESIGNATION -  27278
 JU4212  PID         -  JU4212
 JU4212  STATE/COUNTY-  NJ/ATLANTIC
 JU4212  USGS QUAD   -  MAYS LANDING (1989)
 JU4212
 JU4212                         *CURRENT SURVEY CONTROL
 JU4212  ___________________________________________________________________
 JU4212* NAD 83(1986)-  39 26 57.     (N)    074 43 42.     (W)     SCALED    
 JU4212* NAVD 88     -         5.156  (meters)      16.92   (feet)  ADJUSTED  
 JU4212  ___________________________________________________________________
 JU4212  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JU4212  DYNAMIC HT  -           5.153 (meters)      16.91  (feet)  COMP
 JU4212  MODELED GRAV-     980,121.6   (mgal)                       NAVD 88
 JU4212
 JU4212  VERT ORDER  -  FIRST     CLASS II
 JU4212
 JU4212.The horizontal coordinates were scaled from a topographic map and have
 JU4212.an estimated accuracy of +/- 6 seconds.
 JU4212
 JU4212.The orthometric height was determined by differential leveling
 JU4212.and adjusted by the National Geodetic Survey in January 1994..
 JU4212
 JU4212.The geoid height was determined by GEOID03.
 JU4212
 JU4212.The dynamic height is computed by dividing the NAVD 88
 JU4212.geopotential number by the normal gravity value computed on the
 JU4212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4212.degrees latitude (g = 980.6199 gals.).
 JU4212
 JU4212.The modeled gravity was interpolated from observed gravity values.
 JU4212
 JU4212;                    North         East    Units  Estimated Accuracy
 JU4212;SPC NJ       -    68,390.      130,350.      MT  (+/- 180 meters Scaled)
 JU4212
 JU4212                          SUPERSEDED SURVEY CONTROL
 JU4212
 JU4212  NGVD 29 (01/10/92)    5.540  (m)           18.18   (f) ADJUSTED    1 2
 JU4212
 JU4212.Superseded values are not recommended for survey control.
 JU4212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4212.See file dsdata.txt to determine how the superseded data were derived.
 JU4212
 JU4212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ233666(NAD 83)
 JU4212_MARKER: DD = SURVEY DISK
 JU4212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4212_SP_SET: CONCRETE POST
 JU4212_STAMPING: 27278
 JU4212_MARK LOGO: NJGS  
 JU4212_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4212+STABILITY: SURFACE MOTION
 JU4212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4212+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1990
 JU4212
 JU4212  HISTORY     - Date     Condition        Report By
 JU4212  HISTORY     - 1935     MONUMENTED       NJGS
 JU4212  HISTORY     - 19900713 GOOD             NJGS
 JU4212
 JU4212                          STATION DESCRIPTION
 JU4212
 JU4212'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 JU4212'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, IN THE TOWN OF MAYS
 JU4212'LANDING.  TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE ROUTE
 JU4212'50 AND U.S. HIGHWAY 40, G0 0.32 KM (0.20 MI) SOUTH ON ROUTE 50 TO THE
 JU4212'STATION ON THE LEFT.  THE STATION IS 0.5 M (1.6 FT) EAST OF THE CURB
 JU4212'LINE OF ROUTE 50, 6.75 M (22.15 FT) EAST OF THE CENTER LINE OF ROUTE
 JU4212'50, 23.75 M (77.92 FT) NORTHEAST FROM THE NORTH END OF THE EAST
 JU4212'PARAPET OF THE ROUTE 50 BRIDGE OVER GREAT EGG HARBOR RIVER, 13.45 M
 JU4212'(44.13 FT) SOUTHWEST FROM A SIGNPOST FOR SPOONYS MARINA, AND 0.2 M
 JU4212'(0.7 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0410 ***********************************************************************
 JU0410  DESIGNATION -  2728 NJGS
 JU0410  PID         -  JU0410
 JU0410  STATE/COUNTY-  NJ/CAPE MAY
 JU0410  USGS QUAD   -  WOODBINE (1972)
 JU0410
 JU0410                         *CURRENT SURVEY CONTROL
 JU0410  ___________________________________________________________________
 JU0410* NAD 83(1986)-  39 09 04.     (N)    074 45 47.     (W)     SCALED    
 JU0410* NAVD 88     -         4.863  (meters)      15.95   (feet)  ADJUSTED  
 JU0410  ___________________________________________________________________
 JU0410  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 JU0410  DYNAMIC HT  -           4.860 (meters)      15.94  (feet)  COMP
 JU0410  MODELED GRAV-     980,075.9   (mgal)                       NAVD 88
 JU0410
 JU0410  VERT ORDER  -  FIRST     CLASS II
 JU0410
 JU0410.The horizontal coordinates were scaled from a topographic map and have
 JU0410.an estimated accuracy of +/- 6 seconds.
 JU0410
 JU0410.The orthometric height was determined by differential leveling
 JU0410.and adjusted by the National Geodetic Survey in June 1991..
 JU0410
 JU0410.The geoid height was determined by GEOID03.
 JU0410
 JU0410.The dynamic height is computed by dividing the NAVD 88
 JU0410.geopotential number by the normal gravity value computed on the
 JU0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0410.degrees latitude (g = 980.6199 gals.).
 JU0410
 JU0410.The modeled gravity was interpolated from observed gravity values.
 JU0410
 JU0410;                    North         East    Units  Estimated Accuracy
 JU0410;SPC NJ       -    35,310.      127,260.      MT  (+/- 180 meters Scaled)
 JU0410
 JU0410                          SUPERSEDED SURVEY CONTROL
 JU0410
 JU0410  NGVD 29 (04/16/92)    5.251  (m)           17.23   (f) ADJUSTED    1 2
 JU0410
 JU0410.Superseded values are not recommended for survey control.
 JU0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0410.See file dsdata.txt to determine how the superseded data were derived.
 JU0410
 JU0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ204335(NAD 83)
 JU0410_MARKER: DD = SURVEY DISK
 JU0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0410_STAMPING: 2728
 JU0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0410+STABILITY: SURFACE MOTION
 JU0410
 JU0410  HISTORY     - Date     Condition        Report By
 JU0410  HISTORY     - UNK      MONUMENTED       NJGS
 JU0410  HISTORY     - 1961     GOOD             CGS
 JU0410  HISTORY     - 1979     GOOD             NGS
 JU0410  HISTORY     - 1979     GOOD             NGS
 JU0410
 JU0410                          STATION DESCRIPTION
 JU0410
 JU0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0410'AT CLERMONT.
 JU0410'5.65 MILES NORTHEAST OF THE COURT HOUSE IN CAPE MAY COURT HOUSE
 JU0410'AND AT THE JUNCTION OF HIGHWAYS 9 AND 83 IN CLERMONT.  43 FEET
 JU0410'NORTHWEST OF THE NORTHWEST CURB OF HIGHWAY 9, 21 FEET SOUTHWEST
 JU0410'OF THE SOUTHWEST CURB OF HIGHWAY 83 ON THE NORTHEAST SIDE OF
 JU0410'THE ISLAND, 20 FEET NORTHWEST OF THE NORTHWEST CONCRETE
 JU0410'FOUNDATION OF AN AMERICAN LEGION MARKER IN THE CENTER OF THE
 JU0410'ISLAND AND 2 FEET NORTHEAST OF THE NORTHEAST CURB OF HIGHWAY
 JU0410'83 ON THE SOUTHWEST SIDE OF THE ISLAND ABOUT 1 FOOT ABOVE THE
 JU0410'LEVEL OF THE HIGHWAY.  SET IN THE TOP OF A CONCRETE POST LEVEL
 JU0410'WITH THE GROUND.
 JU0410
 JU0410                          STATION RECOVERY (1979)
 JU0410
 JU0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0410'RECOVERED IN GOOD CONDITION.
 JU0410
 JU0410                          STATION RECOVERY (1979)
 JU0410
 JU0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9377 ***********************************************************************
 AI9377  DESIGNATION -  2730
 AI9377  PID         -  AI9377
 AI9377  STATE/COUNTY-  NJ/CAPE MAY
 AI9377  USGS QUAD   -  WOODBINE (1972)
 AI9377
 AI9377                         *CURRENT SURVEY CONTROL
 AI9377  ___________________________________________________________________
 AI9377* NAD 83(1986)-  39 07 45.     (N)    074 46 51.     (W)     SCALED    
 AI9377* NAVD 88     -         5.060  (meters)      16.60   (feet)  ADJUSTED  
 AI9377  ___________________________________________________________________
 AI9377  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 AI9377  DYNAMIC HT  -           5.057 (meters)      16.59  (feet)  COMP
 AI9377  MODELED GRAV-     980,072.4   (mgal)                       NAVD 88
 AI9377
 AI9377  VERT ORDER  -  FIRST     CLASS II
 AI9377
 AI9377.The horizontal coordinates were scaled from a topographic map and have
 AI9377.an estimated accuracy of +/- 6 seconds.
 AI9377
 AI9377.The orthometric height was determined by differential leveling
 AI9377.and adjusted by the National Geodetic Survey in March 2001..
 AI9377
 AI9377.The geoid height was determined by GEOID03.
 AI9377
 AI9377.The dynamic height is computed by dividing the NAVD 88
 AI9377.geopotential number by the normal gravity value computed on the
 AI9377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9377.degrees latitude (g = 980.6199 gals.).
 AI9377
 AI9377.The modeled gravity was interpolated from observed gravity values.
 AI9377
 AI9377;                    North         East    Units  Estimated Accuracy
 AI9377;SPC NJ       -    32,880.      125,720.      MT  (+/- 180 meters Scaled)
 AI9377
 AI9377                          SUPERSEDED SURVEY CONTROL
 AI9377
 AI9377.No superseded survey control is available for this station.
 AI9377
 AI9377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ189311(NAD 83)
 AI9377_MARKER: DD = SURVEY DISK
 AI9377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9377_STAMPING: 2730
 AI9377_MARK LOGO: NJGS  
 AI9377_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9377+STABILITY: SURFACE MOTION
 AI9377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9377+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1998
 AI9377
 AI9377  HISTORY     - Date     Condition        Report By
 AI9377  HISTORY     - 1940     MONUMENTED       NJGS
 AI9377  HISTORY     - 19980720 GOOD             NJGS
 AI9377
 AI9377                          STATION DESCRIPTION
 AI9377
 AI9377'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9377'THE STATION IS LOCATED IN MIDDLE TOWNSHIP ON THE SOUTHWEST SIDE OF
 AI9377'U.S.  HIGHWAY 9 JUST SOUTHWEST FROM THE TEE INTERSECTION WITH AVALON
 AI9377'BOULEVARD, COUNTY ROAD 601.  THE STATION IS 49.6 FT (15.1 M) NORTHEAST
 AI9377'FROM A WOOD UTILITY POLE WITH NO NUMBER, 11.8 FT (3.6 M) SOUTHWEST
 AI9377'FROM A TRAFFIC SIGNAL AND 20.7 FT (6.3 M) SOUTHWEST FROM A 5 FT (1.5
 AI9377'M) TALL RECTANGULAR ELECTRICAL JUNCTION BOX.  THE STATION IS ABOUT 0.2
 AI9377'FT (6.1 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4073 ***********************************************************************
 JU4073  DESIGNATION -  27301
 JU4073  PID         -  JU4073
 JU4073  STATE/COUNTY-  NJ/ATLANTIC
 JU4073  USGS QUAD   -  ATLANTIC CITY (1994)
 JU4073
 JU4073                         *CURRENT SURVEY CONTROL
 JU4073  ___________________________________________________________________
 JU4073* NAD 83(1986)-  39 21 10.     (N)    074 27 07.     (W)     SCALED    
 JU4073* NAVD 88     -         2.568  (meters)       8.43   (feet)  ADJUSTED  
 JU4073  ___________________________________________________________________
 JU4073  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 JU4073  DYNAMIC HT  -           2.567 (meters)       8.42  (feet)  COMP
 JU4073  MODELED GRAV-     980,106.1   (mgal)                       NAVD 88
 JU4073
 JU4073  VERT ORDER  -  FIRST     CLASS II
 JU4073
 JU4073.The horizontal coordinates were scaled from a topographic map and have
 JU4073.an estimated accuracy of +/- 6 seconds.
 JU4073
 JU4073.The orthometric height was determined by differential leveling
 JU4073.and adjusted by the National Geodetic Survey in June 1991..
 JU4073
 JU4073.The geoid height was determined by GEOID03.
 JU4073
 JU4073.The dynamic height is computed by dividing the NAVD 88
 JU4073.geopotential number by the normal gravity value computed on the
 JU4073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4073.degrees latitude (g = 980.6199 gals.).
 JU4073
 JU4073.The modeled gravity was interpolated from observed gravity values.
 JU4073
 JU4073;                    North         East    Units  Estimated Accuracy
 JU4073;SPC NJ       -    57,660.      154,140.      MT  (+/- 180 meters Scaled)
 JU4073
 JU4073                          SUPERSEDED SURVEY CONTROL
 JU4073
 JU4073  NGVD 29 (01/10/92)    2.968  (m)            9.74   (f) ADJUSTED    1 2
 JU4073
 JU4073.Superseded values are not recommended for survey control.
 JU4073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4073.See file dsdata.txt to determine how the superseded data were derived.
 JU4073
 JU4073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ472560(NAD 83)
 JU4073_MARKER: DD = SURVEY DISK
 JU4073_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4073_SP_SET: TRAFFIC SIGNAL FOUNDATION
 JU4073_STAMPING: 27301
 JU4073_MARK LOGO: NJGS  
 JU4073_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4073+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1989
 JU4073
 JU4073  HISTORY     - Date     Condition        Report By
 JU4073  HISTORY     - UNK      MONUMENTED       NJGS
 JU4073  HISTORY     - 19891030 GOOD             NJGS
 JU4073
 JU4073                          STATION DESCRIPTION
 JU4073
 JU4073'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 JU4073'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE NORTHWEST SIDE OF
 JU4073'ATLANTIC AVENUE, AT MEMORIAL PARK.  THE STATION IS ON THE NORTHWEST
 JU4073'CORNER OF THE JUNCTION OF ATLANTIC AND BOSTON AVENUES.  THE STATION
 JU4073'IS 3.3 M (10.8 FT) WEST OF THE WEST CURBLINE OF BOSTON AVENUE
 JU4073'EXTENDED, 5.15 M (16.90 FT) SOUTHWEST OF POLE NUMBER A 11056, 1.3 M
 JU4073'(4.3 FT) NORTH OF THE NORTH CURBLINE OF ATLANTIC AVENUE AND FLUSH IN
 JU4073'THE CONCRETE OF THE TRAFFIC SIGNAL FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0417 ***********************************************************************
 JU0417  DESIGNATION -  2734 NJGS
 JU0417  PID         -  JU0417
 JU0417  STATE/COUNTY-  NJ/CAPE MAY
 JU0417  USGS QUAD   -  STONE HARBOR (1972)
 JU0417
 JU0417                         *CURRENT SURVEY CONTROL
 JU0417  ___________________________________________________________________
 JU0417* NAD 83(1986)-  39 05 15.     (N)    074 49 06.     (W)     SCALED    
 JU0417* NAVD 88     -         4.983  (meters)      16.35   (feet)  ADJUSTED  
 JU0417  ___________________________________________________________________
 JU0417  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 JU0417  DYNAMIC HT  -           4.980 (meters)      16.34  (feet)  COMP
 JU0417  MODELED GRAV-     980,066.4   (mgal)                       NAVD 88
 JU0417
 JU0417  VERT ORDER  -  FIRST     CLASS II
 JU0417
 JU0417.The horizontal coordinates were scaled from a topographic map and have
 JU0417.an estimated accuracy of +/- 6 seconds.
 JU0417
 JU0417.The orthometric height was determined by differential leveling
 JU0417.and adjusted by the National Geodetic Survey in June 1991..
 JU0417
 JU0417.The geoid height was determined by GEOID03.
 JU0417
 JU0417.The dynamic height is computed by dividing the NAVD 88
 JU0417.geopotential number by the normal gravity value computed on the
 JU0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0417.degrees latitude (g = 980.6199 gals.).
 JU0417
 JU0417.The modeled gravity was interpolated from observed gravity values.
 JU0417
 JU0417;                    North         East    Units  Estimated Accuracy
 JU0417;SPC NJ       -    28,260.      122,460.      MT  (+/- 180 meters Scaled)
 JU0417
 JU0417                          SUPERSEDED SURVEY CONTROL
 JU0417
 JU0417  NGVD 29 (04/16/92)    5.382  (m)           17.66   (f) ADJUSTED    1 2
 JU0417
 JU0417.Superseded values are not recommended for survey control.
 JU0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0417.See file dsdata.txt to determine how the superseded data were derived.
 JU0417
 JU0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ157265(NAD 83)
 JU0417_MARKER: DD = SURVEY DISK
 JU0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0417_STAMPING: 2734
 JU0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0417+STABILITY: SURFACE MOTION
 JU0417
 JU0417  HISTORY     - Date     Condition        Report By
 JU0417  HISTORY     - UNK      MONUMENTED       NJGS
 JU0417  HISTORY     - 1961     GOOD             CGS
 JU0417  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0417
 JU0417                          STATION DESCRIPTION
 JU0417
 JU0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0417'0.4 MI NE FROM CAPE MAY COURT HOUSE.
 JU0417'0.35 MILE NORTHEAST ON U.S. HIGHWAY 9 FROM THE COURT HOUSE
 JU0417'IN CAPE MAY COURT HOUSE, AT THE WEST CORNER OF THE HOSPITAL
 JU0417'GROUNDS.  111 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD
 JU0417'LEADING TO STONE HARBOR, 27 FEET SOUTHEAST OF THE CENTER LINE
 JU0417'OF HIGHWAY 9, 19 FEET NORTHEAST OF THE CENTER OF THE ROAD
 JU0417'LEADING TO THE HOSPITAL AND 7 FEET SOUTHWEST OF THE PROLONGED
 JU0417'CENTER LINE OF COUNTY ROAD 585 (DENNISVILLE ROAD).  SET IN THE
 JU0417'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JU0417
 JU0417                          STATION RECOVERY (1979)
 JU0417
 JU0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0417'NOT RECOVERED DUE TO CONSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0421 ***********************************************************************
 JU0421  DESIGNATION -  2736 NJGS
 JU0421  PID         -  JU0421
 JU0421  STATE/COUNTY-  NJ/CAPE MAY
 JU0421  USGS QUAD   -  STONE HARBOR (1972)
 JU0421
 JU0421                         *CURRENT SURVEY CONTROL
 JU0421  ___________________________________________________________________
 JU0421* NAD 83(1986)-  39 04 44.     (N)    074 49 32.     (W)     SCALED    
 JU0421* NAVD 88     -         5.308  (meters)      17.41   (feet)  ADJUSTED  
 JU0421  ___________________________________________________________________
 JU0421  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 JU0421  DYNAMIC HT  -           5.305 (meters)      17.40  (feet)  COMP
 JU0421  MODELED GRAV-     980,065.3   (mgal)                       NAVD 88
 JU0421
 JU0421  VERT ORDER  -  FIRST     CLASS II
 JU0421
 JU0421.The horizontal coordinates were scaled from a topographic map and have
 JU0421.an estimated accuracy of +/- 6 seconds.
 JU0421
 JU0421.The orthometric height was determined by differential leveling
 JU0421.and adjusted by the National Geodetic Survey in June 1991..
 JU0421
 JU0421.The geoid height was determined by GEOID03.
 JU0421
 JU0421.The dynamic height is computed by dividing the NAVD 88
 JU0421.geopotential number by the normal gravity value computed on the
 JU0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0421.degrees latitude (g = 980.6199 gals.).
 JU0421
 JU0421.The modeled gravity was interpolated from observed gravity values.
 JU0421
 JU0421;                    North         East    Units  Estimated Accuracy
 JU0421;SPC NJ       -    27,310.      121,830.      MT  (+/- 180 meters Scaled)
 JU0421
 JU0421                          SUPERSEDED SURVEY CONTROL
 JU0421
 JU0421  NGVD 29 (04/16/92)    5.709  (m)           18.73   (f) ADJUSTED    1 2
 JU0421
 JU0421.Superseded values are not recommended for survey control.
 JU0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0421.See file dsdata.txt to determine how the superseded data were derived.
 JU0421
 JU0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ150255(NAD 83)
 JU0421_MARKER: DD = SURVEY DISK
 JU0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0421_STAMPING: 2736
 JU0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0421+STABILITY: SURFACE MOTION
 JU0421
 JU0421  HISTORY     - Date     Condition        Report By
 JU0421  HISTORY     - UNK      MONUMENTED       NJGS
 JU0421  HISTORY     - 1961     GOOD             CGS
 JU0421  HISTORY     - 1979     GOOD             NGS
 JU0421
 JU0421                          STATION DESCRIPTION
 JU0421
 JU0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0421'0.3 MI SW FROM CAPE MAY COURT HOUSE.
 JU0421'0.3 MILE SOUTHWEST ON U.S. HIGHWAY 9 FROM THE COURT HOUSE IN CAPE
 JU0421'MAY COURT HOUSE, 74 FEET SOUTHEAST AND ACROSS HIGHWAY 9 FROM THE
 JU0421'CORNER OF MIDDLE TOWNSHIP HIGH SCHOOL, 30 FEET SOUTHWEST OF CABLE
 JU0421'LINE POLE NO. 951, 1.5 FEET SOUTHEAST OF THE SOUTHEAST CURB OF
 JU0421'HIGHWAY 9 AND 6 INCHES NORTHWEST OF THE NORTHWEST EDGE OF THE
 JU0421'SIDEWALK.  SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE
 JU0421'SIDEWALK.
 JU0421
 JU0421                          STATION RECOVERY (1979)
 JU0421
 JU0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9182 ***********************************************************************
 AH9182  DESIGNATION -  2738
 AH9182  PID         -  AH9182
 AH9182  STATE/COUNTY-  NJ/CAPE MAY
 AH9182  USGS QUAD   -  STONE HARBOR (1972)
 AH9182
 AH9182                         *CURRENT SURVEY CONTROL
 AH9182  ___________________________________________________________________
 AH9182* NAD 83(1986)-  39 03 08.     (N)    074 50 34.     (W)     SCALED    
 AH9182* NAVD 88     -         3.450  (meters)      11.32   (feet)  ADJUSTED  
 AH9182  ___________________________________________________________________
 AH9182  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 AH9182  DYNAMIC HT  -           3.448 (meters)      11.31  (feet)  COMP
 AH9182  MODELED GRAV-     980,061.6   (mgal)                       NAVD 88
 AH9182
 AH9182  VERT ORDER  -  FIRST     CLASS II
 AH9182
 AH9182.The horizontal coordinates were scaled from a topographic map and have
 AH9182.an estimated accuracy of +/- 6 seconds.
 AH9182
 AH9182.The orthometric height was determined by differential leveling
 AH9182.and adjusted by the National Geodetic Survey in March 2001..
 AH9182
 AH9182.The geoid height was determined by GEOID03.
 AH9182
 AH9182.The dynamic height is computed by dividing the NAVD 88
 AH9182.geopotential number by the normal gravity value computed on the
 AH9182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9182.degrees latitude (g = 980.6199 gals.).
 AH9182
 AH9182.The modeled gravity was interpolated from observed gravity values.
 AH9182
 AH9182;                    North         East    Units  Estimated Accuracy
 AH9182;SPC NJ       -    24,350.      120,330.      MT  (+/- 180 meters Scaled)
 AH9182
 AH9182                          SUPERSEDED SURVEY CONTROL
 AH9182
 AH9182.No superseded survey control is available for this station.
 AH9182
 AH9182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ136225(NAD 83)
 AH9182_MARKER: DD = SURVEY DISK
 AH9182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9182_STAMPING: 2738
 AH9182_MARK LOGO: NJGS  
 AH9182_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9182+STABILITY: SURFACE MOTION
 AH9182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9182+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997
 AH9182
 AH9182  HISTORY     - Date     Condition        Report By
 AH9182  HISTORY     - 1945     MONUMENTED       NJGS
 AH9182  HISTORY     - 19970813 GOOD             NJGS
 AH9182
 AH9182                          STATION DESCRIPTION
 AH9182
 AH9182'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH9182'THE STATION IS LOCATED IN BURLEIGH ON THE SOUTHEAST SIDE OF U.S.
 AH9182'HIGHWAY 9.  TO REACH THE STATION FROM THE INTERSECTION OF SHELLBAY
 AH9182'AVENUE AND U.S.  HIGHWAY 9 IN MAYVILLE, GO SOUTHWEST ON U.S.  HIGHWAY
 AH9182'9 FOR 1.15 MI (1.85 KM) TO THE STATION ON THE LEFT.  THE STATION IS
 AH9182'0.7 M (2.3 FT) SOUTHEAST FROM POLE NUMBER 1023, 12.5 M (41.0 FT)
 AH9182'SOUTHWEST FROM POLE NUMBER W 13808, 7.6 M (24.9 FT) NORTHWEST FROM THE
 AH9182'CONCRETE END POST OF THE WOOD TRAFFIC BARRICADE FOR THE SOUTHBOUND
 AH9182'LANES OF THE GARDEN STATE PARKWAY AND 7.2 M (23.6 FT) SOUTHEAST FROM
 AH9182'THE CENTERLINE OF U.S.  HIGHWAY 9.  THE STATION IS SET ABOUT 0.6 M
 AH9182'(2.0 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6705 ***********************************************************************
 AB6705  DESIGNATION -  27380
 AB6705  PID         -  AB6705
 AB6705  STATE/COUNTY-  NJ/BURLINGTON
 AB6705  USGS QUAD   -  PEMBERTON (1981)
 AB6705
 AB6705                         *CURRENT SURVEY CONTROL
 AB6705  ___________________________________________________________________
 AB6705* NAD 83(1986)-  39 58 09.     (N)    074 41 03.     (W)     SCALED    
 AB6705* NAVD 88     -        11.444  (meters)      37.55   (feet)  ADJUSTED  
 AB6705  ___________________________________________________________________
 AB6705  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 AB6705  DYNAMIC HT  -          11.439 (meters)      37.53  (feet)  COMP
 AB6705  MODELED GRAV-     980,192.2   (mgal)                       NAVD 88
 AB6705
 AB6705  VERT ORDER  -  SECOND    CLASS II
 AB6705
 AB6705.The horizontal coordinates were scaled from a topographic map and have
 AB6705.an estimated accuracy of +/- 6 seconds.
 AB6705
 AB6705.The orthometric height was determined by differential leveling
 AB6705.and adjusted by the National Geodetic Survey in September 1996..
 AB6705
 AB6705.The geoid height was determined by GEOID03.
 AB6705
 AB6705.The dynamic height is computed by dividing the NAVD 88
 AB6705.geopotential number by the normal gravity value computed on the
 AB6705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6705.degrees latitude (g = 980.6199 gals.).
 AB6705
 AB6705.The modeled gravity was interpolated from observed gravity values.
 AB6705
 AB6705;                    North         East    Units  Estimated Accuracy
 AB6705;SPC NJ       -   126,110.      134,270.      MT  (+/- 180 meters Scaled)
 AB6705
 AB6705                          SUPERSEDED SURVEY CONTROL
 AB6705
 AB6705.No superseded survey control is available for this station.
 AB6705
 AB6705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK269243(NAD 83)
 AB6705_MARKER: DD = SURVEY DISK
 AB6705_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB6705_SP_SET: CURB
 AB6705_STAMPING: 27380
 AB6705_MARK LOGO: NJGS  
 AB6705_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6705+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005
 AB6705
 AB6705  HISTORY     - Date     Condition        Report By
 AB6705  HISTORY     - UNK      MONUMENTED       NJGS
 AB6705  HISTORY     - 19950602 GOOD             NJGS
 AB6705  HISTORY     - 19980105 GOOD             STEWRT
 AB6705  HISTORY     - 20050118 GOOD             INDIV
 AB6705
 AB6705                          STATION DESCRIPTION
 AB6705
 AB6705'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 AB6705'THE STATION IS LOCATED IN THE BOROUGH OF PEMBERTON ON THE NORTHWEST
 AB6705'SIDE OF HANOVER STREET, COUNTY ROAD 616, JUST SOUTHWEST FROM A STEEL
 AB6705'TRUSS BRIDGE CARRYING HANOVER STREET OVER A BRANCH OF THE RANCOCAS
 AB6705'CREEK.  TO REACH THE STATION FROM THE INTERSECTION OF HAMPTON STREET,
 AB6705'COUNTY ROAD 530 AND HANOVER STREET, COUNTY ROAD 616 IN PEMBERTON, GO
 AB6705'NORTH ON HANOVER STREET FOR 0.15 MI (0.24 KM) TO THE STATION ON THE
 AB6705'LEFT, SET FLUSH IN A DRILL HOLE IN THE NORTHWEST CURB.  THE STATION IS
 AB6705'137 FT (41.8 M) SOUTH FROM THE CENTERLINE OF THE BRIDGE, 45.3 FT (13.8
 AB6705'M) SOUTH FROM THE SOUTH CORNER OF A ONE STORY FRAME BUILDING FOR
 AB6705'CLARKS CANOE RENTALS, 17 FT (5.2 M) NORTHWEST FROM THE CENTERLINE OF
 AB6705'HANOVER STREET, 44.5 FT (13.6 M) NORTHEAST FROM POLE NUMBER 143 AND
 AB6705'20.3 FT (6.2 M) NORTHEAST FROM AN INLET IN THE NORTHWEST CURBLINE.
 AB6705
 AB6705                          STATION RECOVERY (1998)
 AB6705
 AB6705'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1998 (JMS)
 AB6705'NO CHANGE IN DESCRIPTION - SUITABLE FOR SATELLITE OBSERVATION.
 AB6705
 AB6705                          STATION RECOVERY (2005)
 AB6705
 AB6705'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (WBD)
 AB6705'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6704 ***********************************************************************
 AB6704  DESIGNATION -  27381
 AB6704  PID         -  AB6704
 AB6704  STATE/COUNTY-  NJ/BURLINGTON
 AB6704  USGS QUAD   -  PEMBERTON (1981)
 AB6704
 AB6704                         *CURRENT SURVEY CONTROL
 AB6704  ___________________________________________________________________
 AB6704* NAD 83(1986)-  39 58 25.     (N)    074 40 56.     (W)     SCALED    
 AB6704* NAVD 88     -        22.620  (meters)      74.21   (feet)  ADJUSTED  
 AB6704  ___________________________________________________________________
 AB6704  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 AB6704  DYNAMIC HT  -          22.610 (meters)      74.18  (feet)  COMP
 AB6704  MODELED GRAV-     980,192.9   (mgal)                       NAVD 88
 AB6704
 AB6704  VERT ORDER  -  SECOND    CLASS II
 AB6704
 AB6704.The horizontal coordinates were scaled from a topographic map and have
 AB6704.an estimated accuracy of +/- 6 seconds.
 AB6704
 AB6704.The orthometric height was determined by differential leveling
 AB6704.and adjusted by the National Geodetic Survey in September 1996..
 AB6704
 AB6704.The geoid height was determined by GEOID03.
 AB6704
 AB6704.The dynamic height is computed by dividing the NAVD 88
 AB6704.geopotential number by the normal gravity value computed on the
 AB6704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6704.degrees latitude (g = 980.6199 gals.).
 AB6704
 AB6704.The modeled gravity was interpolated from observed gravity values.
 AB6704
 AB6704;                    North         East    Units  Estimated Accuracy
 AB6704;SPC NJ       -   126,600.      134,440.      MT  (+/- 180 meters Scaled)
 AB6704
 AB6704                          SUPERSEDED SURVEY CONTROL
 AB6704
 AB6704.No superseded survey control is available for this station.
 AB6704
 AB6704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK271248(NAD 83)
 AB6704_MARKER: DD = SURVEY DISK
 AB6704_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB6704_SP_SET: CURB
 AB6704_STAMPING: 27381
 AB6704_MARK LOGO: NJGS  
 AB6704_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6704_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6704+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1995
 AB6704
 AB6704  HISTORY     - Date     Condition        Report By
 AB6704  HISTORY     - 1978     MONUMENTED       NJGS
 AB6704  HISTORY     - 19950602 GOOD             NJGS
 AB6704
 AB6704                          STATION DESCRIPTION
 AB6704
 AB6704'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 AB6704'THE STATION IS LOCATED IN THE BOROUGH OF PEMBERTON ON THE SOUTHEAST
 AB6704'SIDE OF HANOVER STREET, COUNTY ROAD 616.  TO REACH THE STATION FROM
 AB6704'THE INTERSECTION OF HAMPTON STREET, COUNTY ROAD 530 AND HANOVER
 AB6704'STREET, COUNTY ROAD 616 IN PEMBERTON, GO NORTH ON HANOVER STREET FOR
 AB6704'0.45 MI (0.72 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN A DRILL
 AB6704'HOLE IN THE SOUTHEAST CURBLINE IN FRONT OF HOUSE NUMBER 52, A TWO AND
 AB6704'ONE HALF STORY FRAME DWELLING.  THE STATION IS 122 FT (37.2 M)
 AB6704'SOUTHWEST FROM THE CENTERLINE OF PEMBERTON STREET EXTENDED, 18.5 FT
 AB6704'(5.6 M) WEST FROM THE NORTHWEST CORNER OF HOUSE NUMBER 52, 22.5 FT
 AB6704'(6.9 M) NORTH FROM THE SOUTHWEST CORNER OF HOUSE NUMBER 52 AND 19 FT
 AB6704'(5.8 M) NORTHEAST FROM POLE NUMBER 29522.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6703 ***********************************************************************
 AB6703  DESIGNATION -  27382
 AB6703  PID         -  AB6703
 AB6703  STATE/COUNTY-  NJ/BURLINGTON
 AB6703  USGS QUAD   -  PEMBERTON (1981)
 AB6703
 AB6703                         *CURRENT SURVEY CONTROL
 AB6703  ___________________________________________________________________
 AB6703* NAD 83(1986)-  39 58 35.     (N)    074 40 50.     (W)     SCALED    
 AB6703* NAVD 88     -        13.184  (meters)      43.25   (feet)  ADJUSTED  
 AB6703  ___________________________________________________________________
 AB6703  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 AB6703  DYNAMIC HT  -          13.178 (meters)      43.23  (feet)  COMP
 AB6703  MODELED GRAV-     980,193.3   (mgal)                       NAVD 88
 AB6703
 AB6703  VERT ORDER  -  SECOND    CLASS II
 AB6703
 AB6703.The horizontal coordinates were scaled from a topographic map and have
 AB6703.an estimated accuracy of +/- 6 seconds.
 AB6703
 AB6703.The orthometric height was determined by differential leveling
 AB6703.and adjusted by the National Geodetic Survey in September 1996..
 AB6703
 AB6703.The geoid height was determined by GEOID03.
 AB6703
 AB6703.The dynamic height is computed by dividing the NAVD 88
 AB6703.geopotential number by the normal gravity value computed on the
 AB6703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6703.degrees latitude (g = 980.6199 gals.).
 AB6703
 AB6703.The modeled gravity was interpolated from observed gravity values.
 AB6703
 AB6703;                    North         East    Units  Estimated Accuracy
 AB6703;SPC NJ       -   126,910.      134,580.      MT  (+/- 180 meters Scaled)
 AB6703
 AB6703                          SUPERSEDED SURVEY CONTROL
 AB6703
 AB6703.No superseded survey control is available for this station.
 AB6703
 AB6703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK272251(NAD 83)
 AB6703_MARKER: DD = SURVEY DISK
 AB6703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6703_STAMPING: 27382
 AB6703_MARK LOGO: NJGS  
 AB6703_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6703+STABILITY: SURFACE MOTION
 AB6703_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6703+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1995
 AB6703
 AB6703  HISTORY     - Date     Condition        Report By
 AB6703  HISTORY     - 1978     MONUMENTED       NJGS
 AB6703  HISTORY     - 19950424 GOOD             NJGS
 AB6703
 AB6703                          STATION DESCRIPTION
 AB6703
 AB6703'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 AB6703'THE STATION IS LOCATED IN THE BOROUGH OF PEMBERTON ON THE NORTHEAST
 AB6703'SIDE OF HANOVER STREET, COUNTY ROAD 616.  TO REACH THE STATION FROM
 AB6703'THE INTERSECTION OF PEMBERTON BROWNS MILLS ROAD, COUNTY ROAD 530 AND
 AB6703'HANOVER STREET, COUNTY ROAD 616, GO NORTH ON HANOVER STREET FOR 0.65
 AB6703'MI, (1.05 KM) CROSSING A CULVERT OVER BUDDS RUN TO THE STATION ON THE
 AB6703'RIGHT, SET FLUSH WITH THE GROUND.  THE STATION IS 1.0 FT (0.3 M)
 AB6703'SOUTHEAST FROM THE EDGE OF PAVEMENT, 19.8 FT (6.0 M) SOUTHEAST FROM
 AB6703'THE CENTERLINE OF HANOVER STREET, 44.3 FT (13.5 M) SOUTHWEST FROM POLE
 AB6703'NUMBER 35 20, 60.4 FT (18.4 M) NORTHEAST FROM POLE NUMBER PT 35 19 PM,
 AB6703'14.5 FT (4.4 M) NORTHEAST FROM AN INLET AND ABOUT 150 FT (45.7 M)
 AB6703'NORTHEAST FROM THE INTERSECTION WITH SAINT JOHNS STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8735 ***********************************************************************
 AB8735  DESIGNATION -  27397
 AB8735  PID         -  AB8735
 AB8735  STATE/COUNTY-  NJ/BURLINGTON
 AB8735  USGS QUAD   -  COLUMBUS (1981)
 AB8735
 AB8735                         *CURRENT SURVEY CONTROL
 AB8735  ___________________________________________________________________
 AB8735* NAD 83(1996)-  40 00 59.64152(N)    074 38 07.66199(W)     ADJUSTED  
 AB8735* NAVD 88     -        50.4    (meters)     165.     (feet)  GPS OBS   
 AB8735  ___________________________________________________________________
 AB8735  X           -   1,296,058.988 (meters)                     COMP
 AB8735  Y           -  -4,716,713.027 (meters)                     COMP
 AB8735  Z           -   4,079,406.068 (meters)                     COMP
 AB8735  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AB8735  ELLIP HEIGHT-          17.90  (meters)          (10/23/02) GPS OBS
 AB8735  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 AB8735
 AB8735  HORZ ORDER  -  FIRST
 AB8735  ELLP ORDER  -  FOURTH    CLASS I
 AB8735
 AB8735.The horizontal coordinates were established by GPS observations
 AB8735.and adjusted by the National Geodetic Survey in May 1999..
 AB8735
 AB8735.The orthometric height was determined by GPS observations and a
 AB8735.high-resolution geoid model.
 AB8735
 AB8735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8735
 AB8735.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8735
 AB8735.The ellipsoidal height was determined by GPS observations
 AB8735.and is referenced to NAD 83.
 AB8735
 AB8735.The geoid height was determined by GEOID03.
 AB8735
 AB8735;                    North         East     Units Scale Factor Converg.
 AB8735;SPC NJ       -   131,362.537   138,436.357   MT  0.99990165   -0 05 13.6
 AB8735;SPC NJ       -   430,978.59    454,186.61   sFT  0.99990165   -0 05 13.6
 AB8735;UTM  18      - 4,429,659.642   531,109.398   MT  0.99961191   +0 14 03.9
 AB8735
 AB8735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8735!SPC NJ       -   0.99999719  x   0.99990165  =   0.99989884
 AB8735!UTM  18      -   0.99999719  x   0.99961191  =   0.99960910
 AB8735
 AB8735                          SUPERSEDED SURVEY CONTROL
 AB8735
 AB8735  ELLIP H (05/14/99)   17.89   (m)                       GP(       ) 4 1
 AB8735  NAD 83(1992)-  40 00 59.64090(N)    074 38 07.66196(W) AD(       ) 1
 AB8735  ELLIP H (12/16/96)   17.86   (m)                       GP(       ) 2 1
 AB8735
 AB8735.Superseded values are not recommended for survey control.
 AB8735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8735.See file dsdata.txt to determine how the superseded data were derived.
 AB8735
 AB8735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3110929660(NAD 83)
 AB8735_MARKER: DD = SURVEY DISK
 AB8735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8735_STAMPING: 27397
 AB8735_MARK LOGO: NJDCED
 AB8735_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8735+STABILITY: SURFACE MOTION
 AB8735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8735+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2003
 AB8735
 AB8735  HISTORY     - Date     Condition        Report By
 AB8735  HISTORY     - 1977     MONUMENTED       NJDCED
 AB8735  HISTORY     - 19951129 GOOD             TWT
 AB8735  HISTORY     - 20030411 GOOD             INDIV
 AB8735  HISTORY     - 20030411 POOR             INDIV
 AB8735
 AB8735                          STATION DESCRIPTION
 AB8735
 AB8735'DESCRIBED BY TWT CONS ENG 1995 (WPD)
 AB8735'THE STATION IS LOCATED APPROXIMATELY 8 MI (12.9 KM) EAST NORTHEAST OF
 AB8735'MOUNT HOLLY, NEW JERSEY IN THE TOWN OF FORT DIX, PEMBERTON TOWNSHIP IN
 AB8735'THE PHYSICAL CENTER OF GENERAL CIRCLE, JUNCTION OF COUNTY ROAD 616,
 AB8735'STATE HIGHWAY ROUTE 68 AND 4TH STREET.  THE STATION IS 79.8 FT (24.3
 AB8735'M) EAST OF UTLITY POLE NUMBER JC137NH, 91.4 FT (27.9 M) EAST OF THE
 AB8735'SOUTHEAST CORNER OF A B TYPE INLET, 101.3 FT (30.9 M) SOUTHWEST OF A
 AB8735'20 INCH DIAMETER PINE TREE AND 130.4 FT (39.7 M) SOUTH FROM THE
 AB8735'WESTERLY END OF A CURVED STONE WALL FOR A TANK DISPLAY.  THE STATION
 AB8735'IS 0.5 FT (15.2 CM) BELOW THE SURFACE OF THE GROUND.
 AB8735
 AB8735                          STATION RECOVERY (2003)
 AB8735
 AB8735'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RL)
 AB8735'RECOVERED BY COMPASSCOM, INC.
 AB8735' 
 AB8735' 
 AB8735' 
 AB8735' 
 AB8735
 AB8735                          STATION RECOVERY (2003)
 AB8735
 AB8735'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RL)
 AB8735'RECOVERED BY COMPASSCOM, INC.
 AB8735'STATIION IN BAD CONDITION-STAMPING BARELY LEGIBLE.
 AB8735' 
 AB8735' 
 AB8735' 
 AB8735' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0427 ***********************************************************************
 JU0427  DESIGNATION -  2740 NJGS
 JU0427  PID         -  JU0427
 JU0427  STATE/COUNTY-  NJ/CAPE MAY
 JU0427  USGS QUAD   -  STONE HARBOR (1972)
 JU0427
 JU0427                         *CURRENT SURVEY CONTROL
 JU0427  ___________________________________________________________________
 JU0427* NAD 83(1986)-  39 02 34.     (N)    074 51 19.     (W)     SCALED    
 JU0427* NAVD 88     -         5.594  (meters)      18.35   (feet)  ADJUSTED  
 JU0427  ___________________________________________________________________
 JU0427  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 JU0427  DYNAMIC HT  -           5.591 (meters)      18.34  (feet)  COMP
 JU0427  MODELED GRAV-     980,060.6   (mgal)                       NAVD 88
 JU0427
 JU0427  VERT ORDER  -  FIRST     CLASS II
 JU0427
 JU0427.The horizontal coordinates were scaled from a topographic map and have
 JU0427.an estimated accuracy of +/- 6 seconds.
 JU0427
 JU0427.The orthometric height was determined by differential leveling
 JU0427.and adjusted by the National Geodetic Survey in June 1991..
 JU0427
 JU0427.The geoid height was determined by GEOID03.
 JU0427
 JU0427.The dynamic height is computed by dividing the NAVD 88
 JU0427.geopotential number by the normal gravity value computed on the
 JU0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0427.degrees latitude (g = 980.6199 gals.).
 JU0427
 JU0427.The modeled gravity was interpolated from observed gravity values.
 JU0427
 JU0427;                    North         East    Units  Estimated Accuracy
 JU0427;SPC NJ       -    23,310.      119,250.      MT  (+/- 180 meters Scaled)
 JU0427
 JU0427                          SUPERSEDED SURVEY CONTROL
 JU0427
 JU0427  NGVD 29 (04/16/92)    5.999  (m)           19.68   (f) ADJUSTED    1 2
 JU0427
 JU0427.Superseded values are not recommended for survey control.
 JU0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0427.See file dsdata.txt to determine how the superseded data were derived.
 JU0427
 JU0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ125215(NAD 83)
 JU0427_MARKER: DD = SURVEY DISK
 JU0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0427_STAMPING: 2740
 JU0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0427+STABILITY: SURFACE MOTION
 JU0427
 JU0427  HISTORY     - Date     Condition        Report By
 JU0427  HISTORY     - UNK      MONUMENTED       NJGS
 JU0427  HISTORY     - 1961     GOOD             CGS
 JU0427  HISTORY     - 1979     GOOD             NGS
 JU0427
 JU0427                          STATION DESCRIPTION
 JU0427
 JU0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0427'3.2 MI SW FROM CAPE MAY COURT HOUSE.
 JU0427'3.15 MILES SOUTHWEST ON U.S. HIGHWAY 9 FROM THE COURT HOUSE IN
 JU0427'CAPE MAY COURT HOUSE.  69 FEET NORTHEAST OF THE RAILROAD STATION
 JU0427'SIGN, WHITESBORO, 68 FEET NORTH OF POWER LINE POLE NO. 102, 47
 JU0427'FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY 9, 10 FEET SOUTHEAST
 JU0427'OF THE SOUTHEAST RAIL OF THE PENNSYLVANIA, READING AND SEA SHORE
 JU0427'LINE AND 9.5 FEET SOUTHWEST OF A CONCRETE BASE OF AN ABANDONED
 JU0427'SEMAPHORE ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SET IN
 JU0427'THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
 JU0427
 JU0427                          STATION RECOVERY (1979)
 JU0427
 JU0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0427'NOTE, 2 FEET SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0431 ***********************************************************************
 JU0431  DESIGNATION -  2741 NJGS
 JU0431  PID         -  JU0431
 JU0431  STATE/COUNTY-  NJ/CAPE MAY
 JU0431  USGS QUAD   -  RIO GRANDE (1994)
 JU0431
 JU0431                         *CURRENT SURVEY CONTROL
 JU0431  ___________________________________________________________________
 JU0431* NAD 83(1996)-  39 00 51.92627(N)    074 52 34.18985(W)     ADJUSTED  
 JU0431* NAVD 88     -         6.363  (meters)      20.88   (feet)  ADJUSTED  
 JU0431  ___________________________________________________________________
 JU0431  X           -   1,294,693.750 (meters)                     COMP
 JU0431  Y           -  -4,790,423.690 (meters)                     COMP
 JU0431  Z           -   3,993,543.091 (meters)                     COMP
 JU0431  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 JU0431  ELLIP HEIGHT-         -28.97  (meters)          (10/23/02) GPS OBS
 JU0431  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 JU0431  DYNAMIC HT  -           6.359 (meters)      20.86  (feet)  COMP
 JU0431  MODELED GRAV-     980,057.2   (mgal)                       NAVD 88
 JU0431
 JU0431  HORZ ORDER  -  FIRST
 JU0431  VERT ORDER  -  FIRST     CLASS II
 JU0431  ELLP ORDER  -  FOURTH    CLASS I
 JU0431
 JU0431.The horizontal coordinates were established by GPS observations
 JU0431.and adjusted by the National Geodetic Survey in May 1999..
 JU0431
 JU0431.The orthometric height was determined by differential leveling
 JU0431.and adjusted by the National Geodetic Survey in June 1991..
 JU0431
 JU0431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0431
 JU0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0431
 JU0431.The ellipsoidal height was determined by GPS observations
 JU0431.and is referenced to NAD 83.
 JU0431
 JU0431.The geoid height was determined by GEOID03.
 JU0431
 JU0431.The dynamic height is computed by dividing the NAVD 88
 JU0431.geopotential number by the normal gravity value computed on the
 JU0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0431.degrees latitude (g = 980.6199 gals.).
 JU0431
 JU0431.The modeled gravity was interpolated from observed gravity values.
 JU0431
 JU0431;                    North         East     Units Scale Factor Converg.
 JU0431;SPC NJ       -    20,168.908   117,424.104   MT  0.99991306   -0 14 12.5
 JU0431;SPC NJ       -    66,170.83    385,248.91   sFT  0.99991306   -0 14 12.5
 JU0431;UTM  18      - 4,318,384.521   510,721.014   MT  0.99960142   +0 04 40.6
 JU0431
 JU0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0431!SPC NJ       -   1.00000455  x   0.99991306  =   0.99991760
 JU0431!UTM  18      -   1.00000455  x   0.99960142  =   0.99960596
 JU0431
 JU0431                          SUPERSEDED SURVEY CONTROL
 JU0431
 JU0431  ELLIP H (05/14/99)  -28.98   (m)                       GP(       ) 4 1
 JU0431  NAD 83(1992)-  39 00 51.92563(N)    074 52 34.18926(W) AD(       ) 1
 JU0431  ELLIP H (03/31/93)  -29.06   (m)                       GP(       ) 3 2
 JU0431  NAVD 88 (03/31/93)    6.36   (m)           20.9    (f) LEVELING    3  
 JU0431  NGVD 29 (04/16/92)    6.766  (m)           22.20   (f) ADJUSTED    1 2
 JU0431
 JU0431.Superseded values are not recommended for survey control.
 JU0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0431.See file dsdata.txt to determine how the superseded data were derived.
 JU0431
 JU0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1072118385(NAD 83)
 JU0431_MARKER: DD = SURVEY DISK
 JU0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0431_SP_SET: CONCRETE POST
 JU0431_STAMPING: 2741
 JU0431_MARK LOGO: NJGS  
 JU0431_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0431+STABILITY: SURFACE MOTION
 JU0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0431+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2003
 JU0431
 JU0431  HISTORY     - Date     Condition        Report By
 JU0431  HISTORY     - UNK      MONUMENTED       NJGS
 JU0431  HISTORY     - 1961     GOOD             CGS
 JU0431  HISTORY     - 1979     GOOD             NGS
 JU0431  HISTORY     - 19900812 GOOD             NJGS
 JU0431  HISTORY     - 19930312 GOOD             NJHA
 JU0431  HISTORY     - 20010611 GOOD             NJGS
 JU0431  HISTORY     - 20030424 GOOD             NJGS
 JU0431  HISTORY     - 20051114 MARK NOT FOUND   INDIV
 JU0431
 JU0431                          STATION DESCRIPTION
 JU0431
 JU0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0431'AT RIO GRANDE.
 JU0431'AT THE JUNCTION OF U.S. HIGHWAY 9 AND STATE HIGHWAY 47 IN RIO
 JU0431'GRANDE, 57 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY 47, 38
 JU0431'FEET EAST OF POWER LINE POLE W 11350 AND 37 FEET SOUTHEAST OF
 JU0431'THE CENTER LINE OF HIGHWAY 9.  SET IN THE TOP OF A CONCRETE POST
 JU0431'LEVEL WITH THE GROUND AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 JU0431
 JU0431                          STATION RECOVERY (1979)
 JU0431
 JU0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0431'RECOVERED IN GOOD CONDITION.
 JU0431
 JU0431                          STATION RECOVERY (1990)
 JU0431
 JU0431'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0431'THE STATION IS LOCATED ON THE SOUTHEAST CORNER OF THE JUNCTION OF
 JU0431'U.S.HIGHWAY 9 AND STATE ROUTE 47, WILDWOOD BOULEVARD, IN RIO GRANDE
 JU0431'BOROUGH, MIDDLE TOWNSHIP. TO REACH THE STATION FROM INTERCHANGE 4 OF
 JU0431'THE GARDEN STATE PARKWAY SOUTHBOUND LANES AND ROUTE 47, GO 0.6 MI
 JU0431'(1.0 KM) NORTHWEST ON ROUTE 47 TO ROUTE 9 AND THE STATION ON THE
 JU0431'LEFT, IN THE GRASS ISLAND IN FRONT OF MARY AND DALES RESTAURANT. THE
 JU0431'STATION IS 11.2 M (36.7 FT) SOUTHEAST OF THE ROUTE 9 CENTERLINE, 17.6
 JU0431'M (57.7 FT) SOUTHWEST OF THE ROUTE 47 CENTERLINE, 9.84 M (32.28 FT)
 JU0431'NORTHWEST OF POLE NUMBER SP1A38, 14.9 M (48.9 FT) NORTH OF THE
 JU0431'NORTHWEST CORNER OF THE RESTAURANT PARKING LOT, 11.46 M (37.60 FT)
 JU0431'NORTH OF POLE NUMBER W11350, AND 0.55 M (1.80 FT) SOUTHEAST OF THE
 JU0431'ROADWAY GUTTERLINE ON THE CORNER.
 JU0431
 JU0431                          STATION RECOVERY (1993)
 JU0431
 JU0431'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 JU0431'RECOVERED IN GOOD CONDITION.
 JU0431
 JU0431                          STATION RECOVERY (2001)
 JU0431
 JU0431'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 JU0431'RECOVERED IN GOOD CONDITION.
 JU0431
 JU0431                          STATION RECOVERY (2003)
 JU0431
 JU0431'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 JU0431'THE STATION IS BEHIND THE CURB ON THE SOUTHEAST CORNER OF STATE ROUTE
 JU0431'47 AND U.S. HIGHWAY 9. A WAWA STORE IS NOW ON THE CORNER. THE STATION
 JU0431'IS 0.5M SOUTHWEST OF THE CURBLINE, 7.0M WEST OF A POLE WITH A TRAFFIC
 JU0431'BOX AND SPOT LIGHT ATTACHED, 9.0M WEST OF POLE NUMBER W49603, 23.6M
 JU0431'NORTHEAST OF A POLE NORTH OF THE ENTRANCE DRIVE TO THE STORE, 16.1M
 JU0431'NORTH OF A 18 INCH CEDAR TREE IN A LANDSCAPED AREA.
 JU0431
 JU0431                          STATION RECOVERY (2005)
 JU0431
 JU0431'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JFP)
 JU0431'IT LOOKS LIKE THE INTR HAS CHANGED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6656 ***********************************************************************
 KV6656  DESIGNATION -  27472
 KV6656  PID         -  KV6656
 KV6656  STATE/COUNTY-  NJ/BURLINGTON
 KV6656  USGS QUAD   -  BRISTOL (1981)
 KV6656
 KV6656                         *CURRENT SURVEY CONTROL
 KV6656  ___________________________________________________________________
 KV6656* NAD 83(1986)-  40 04 22.     (N)    074 51 04.     (W)     SCALED    
 KV6656* NAVD 88     -         2.378  (meters)       7.80   (feet)  ADJUSTED  
 KV6656  ___________________________________________________________________
 KV6656  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV6656  DYNAMIC HT  -           2.377 (meters)       7.80  (feet)  COMP
 KV6656  MODELED GRAV-     980,193.9   (mgal)                       NAVD 88
 KV6656
 KV6656  VERT ORDER  -  FIRST     CLASS II
 KV6656
 KV6656.The horizontal coordinates were scaled from a topographic map and have
 KV6656.an estimated accuracy of +/- 6 seconds.
 KV6656
 KV6656.The orthometric height was determined by differential leveling
 KV6656.and adjusted by the National Geodetic Survey in March 2001..
 KV6656
 KV6656.The geoid height was determined by GEOID03.
 KV6656
 KV6656.The dynamic height is computed by dividing the NAVD 88
 KV6656.geopotential number by the normal gravity value computed on the
 KV6656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6656.degrees latitude (g = 980.6199 gals.).
 KV6656
 KV6656.The modeled gravity was interpolated from observed gravity values.
 KV6656
 KV6656;                    North         East    Units  Estimated Accuracy
 KV6656;SPC NJ       -   137,650.      120,050.      MT  (+/- 180 meters Scaled)
 KV6656
 KV6656                          SUPERSEDED SURVEY CONTROL
 KV6656
 KV6656  NAVD 88 (01/25/94)    2.380  (m)            7.81   (f) UNKNOWN     1 2
 KV6656  NGVD 29 (01/10/92)    2.701  (m)            8.86   (f) ADJUSTED    1 2
 KV6656
 KV6656.Superseded values are not recommended for survey control.
 KV6656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6656.See file dsdata.txt to determine how the superseded data were derived.
 KV6656
 KV6656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK126358(NAD 83)
 KV6656_MARKER: DD = SURVEY DISK
 KV6656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6656_SP_SET: CONCRETE POST
 KV6656_STAMPING: 27472
 KV6656_MARK LOGO: NJGS  
 KV6656_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6656+STABILITY: SURFACE MOTION
 KV6656_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6656+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1998
 KV6656
 KV6656  HISTORY     - Date     Condition        Report By
 KV6656  HISTORY     - 1980     MONUMENTED       NJGS
 KV6656  HISTORY     - 19910611 GOOD             NJGS
 KV6656  HISTORY     - 19980527 GOOD             NJGS
 KV6656
 KV6656                          STATION DESCRIPTION
 KV6656
 KV6656'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6656'THE STATION IS LOCATED IN THE CITY OF BURLINGTON ON THE SOUTHWEST
 KV6656'SIDE OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 130.  TO REACH THE
 KV6656'STATION FROM THE JUNCTION OF THE NORTHBOUND LANES OF U.S. HIGHWAY
 KV6656'130 AND HIGH STREET, COUNTY ROAD 541, GO NORTHEAST ON U.S. HIGHWAY
 KV6656'130 FOR 0.25 MI (0.40 KM) TO THE INTERSECTION WITH JACKSONVILLE ROAD,
 KV6656'COUNTY ROAD 670 AND TRUCK ROAD 541.  TURN LEFT AND GO 0.05 MI (0.08
 KV6656'KM) NORTHWEST TO THE STATION ON THE RIGHT, SET AT THE SOUTHWEST
 KV6656'CORNER INTERSECTION OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 130 AND
 KV6656'JACKSONVILLE ROAD, ON THE SAME SIDE AS THE ACME SUPERMARKET.  THE
 KV6656'STATION IS 2.1 M (6.9 FT) SOUTH FROM THE SOUTH CURBLINE OF THE
 KV6656'SOUTHBOUND LANES OF U.S. HIGHWAY 130, 1.6 M (5.2 FT) SOUTHWEST FROM
 KV6656'THE SOUTHWEST CORNER TRAFFIC SIGNAL, 5.8 M (19.0 FT) NORTH FROM POLE
 KV6656'1354 BC, 10.4 M (34.1 FT) SOUTH FROM THE CENTERLINE OF THE SOUTHBOUND
 KV6656'LANES OF U.S. HIGHWAY 130, 4.7 M (15.4 FT) NORTH FROM THE CENTER OF
 KV6656'AN INLET, 6.2 M (20.3 FT) EAST OF THE EAST CURBLINE OF JACKSONVILLE
 KV6656'ROAD AND 0.01 M (0.03 FT) BELOW THE GROUND.
 KV6656
 KV6656                          STATION RECOVERY (1998)
 KV6656
 KV6656'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV6656'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE STATION IS 3.7
 KV6656'M (12.1 FT) EAST FROM THE EAST CURBLINE OF JACKSONVILLE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6702 ***********************************************************************
 AB6702  DESIGNATION -  27509
 AB6702  PID         -  AB6702
 AB6702  STATE/COUNTY-  NJ/SOMERSET
 AB6702  USGS QUAD   -  ROCKY HILL (1970)
 AB6702
 AB6702                         *CURRENT SURVEY CONTROL
 AB6702  ___________________________________________________________________
 AB6702* NAD 83(1986)-  40 24 11.     (N)    074 38 58.     (W)     SCALED    
 AB6702* NAVD 88     -        39.928  (meters)     131.00   (feet)  ADJUSTED  
 AB6702  ___________________________________________________________________
 AB6702  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 AB6702  DYNAMIC HT  -          39.910 (meters)     130.94  (feet)  COMP
 AB6702  MODELED GRAV-     980,168.0   (mgal)                       NAVD 88
 AB6702
 AB6702  VERT ORDER  -  FIRST     CLASS II
 AB6702
 AB6702.The horizontal coordinates were scaled from a topographic map and have
 AB6702.an estimated accuracy of +/- 6 seconds.
 AB6702
 AB6702.The orthometric height was determined by differential leveling
 AB6702.and adjusted by the National Geodetic Survey in September 1996..
 AB6702
 AB6702.The geoid height was determined by GEOID03.
 AB6702
 AB6702.The dynamic height is computed by dividing the NAVD 88
 AB6702.geopotential number by the normal gravity value computed on the
 AB6702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6702.degrees latitude (g = 980.6199 gals.).
 AB6702
 AB6702.The modeled gravity was interpolated from observed gravity values.
 AB6702
 AB6702;                    North         East    Units  Estimated Accuracy
 AB6702;SPC NJ       -   174,280.      137,320.      MT  (+/- 180 meters Scaled)
 AB6702
 AB6702                          SUPERSEDED SURVEY CONTROL
 AB6702
 AB6702.No superseded survey control is available for this station.
 AB6702
 AB6702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK297725(NAD 83)
 AB6702_MARKER: DD = SURVEY DISK
 AB6702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6702_STAMPING: 27509
 AB6702_MARK LOGO: NJGS  
 AB6702_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6702+STABILITY: SURFACE MOTION
 AB6702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6702+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1995
 AB6702
 AB6702  HISTORY     - Date     Condition        Report By
 AB6702  HISTORY     - 1978     MONUMENTED       NJGS
 AB6702  HISTORY     - 19950601 GOOD             NJGS
 AB6702
 AB6702                          STATION DESCRIPTION
 AB6702
 AB6702'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 AB6702'THE STATION IS LOCATED IN MONTGOMERY TOWNSHIP ON THE NORTHEAST CORNER
 AB6702'OF THE INTERSECTION OF U.S.  HIGHWAY 206 AND COUNTY ROAD 518 IN ROCKY
 AB6702'HILL.  THE STATION IS 20.9 FT (6.4 M) SOUTHEAST FROM POLE NUMBER
 AB6702'PS2638 MT, 31.0 FT (9.4 M) EAST SOUTHEAST FROM THE SOUTHEAST CURBLINE
 AB6702'EXTENDED ALONG THE NORTHBOUND LANES OF U.S.  HIGHWAY 206, 10.6 FT (3.2
 AB6702'M) EAST FROM THE CENTER OF AN INLET ON THE NORTHEAST CURBLINE OF
 AB6702'COUNTY ROAD 518, 66.6 FT (20.3 M) WEST NORTHWEST FROM POLE NUMBER PS
 AB6702'2825 MT AND 3.5 FT (1.1 M) NORTHEAST FROM THE NORTHEAST CURBLINE OF
 AB6702'COUNTY ROAD 518, WESTBOUND LANES.  THE STATION IS SET ABOUT 0.1 FT
 AB6702'(3.0 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0659 ***********************************************************************
 KV0659  DESIGNATION -  275.82 ELRR
 KV0659  PID         -  KV0659
 KV0659  STATE/COUNTY-  NJ/MORRIS
 KV0659  USGS QUAD   -  MORRISTOWN (1981)
 KV0659
 KV0659                         *CURRENT SURVEY CONTROL
 KV0659  ___________________________________________________________________
 KV0659* NAD 83(1986)-  40 45 39.     (N)    074 25 06.     (W)     SCALED    
 KV0659* NAVD 88     -        83.840  (meters)     275.07   (feet)  ADJUSTED  
 KV0659  ___________________________________________________________________
 KV0659  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV0659  DYNAMIC HT  -          83.803 (meters)     274.94  (feet)  COMP
 KV0659  MODELED GRAV-     980,187.8   (mgal)                       NAVD 88
 KV0659
 KV0659  VERT ORDER  -  SECOND    CLASS 0
 KV0659
 KV0659.The horizontal coordinates were scaled from a topographic map and have
 KV0659.an estimated accuracy of +/- 6 seconds.
 KV0659
 KV0659.The orthometric height was determined by differential leveling
 KV0659.and adjusted by the National Geodetic Survey in June 1991..
 KV0659
 KV0659.The geoid height was determined by GEOID03.
 KV0659
 KV0659.The dynamic height is computed by dividing the NAVD 88
 KV0659.geopotential number by the normal gravity value computed on the
 KV0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0659.degrees latitude (g = 980.6199 gals.).
 KV0659
 KV0659.The modeled gravity was interpolated from observed gravity values.
 KV0659
 KV0659;                    North         East    Units  Estimated Accuracy
 KV0659;SPC NJ       -   213,990.      156,900.      MT  (+/- 180 meters Scaled)
 KV0659
 KV0659                          SUPERSEDED SURVEY CONTROL
 KV0659
 KV0659  NGVD 29 (??/??/??)   84.128  (m)          276.01   (f) ADJUSTED    2 0
 KV0659
 KV0659.Superseded values are not recommended for survey control.
 KV0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0659.See file dsdata.txt to determine how the superseded data were derived.
 KV0659
 KV0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL490123(NAD 83)
 KV0659_MARKER: X = CHISELED CROSS
 KV0659_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0659_SP_SET: POST
 KV0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0659
 KV0659  HISTORY     - Date     Condition        Report By
 KV0659  HISTORY     - 1935     MONUMENTED       ELRR
 KV0659  HISTORY     - 1935     GOOD             CGS
 KV0659  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV0659  HISTORY     - 19940913 MARK NOT FOUND   USPSQD
 KV0659
 KV0659                          STATION DESCRIPTION
 KV0659
 KV0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0659'AT MADISON.
 KV0659'AT MADISON, MORRIS COUNTY, 0.4 MILE NORTH OF THE DELAWARE,
 KV0659'LACKAWANNA AND WESTERN RAILROAD STATION, ON THE TOP OF THE
 KV0659'SECOND POST EAST OF THE NORTHWEST END OF AN UNDERPASS, 20 FEET
 KV0659'SOUTH OF THE NORTH END OF THE UNDERPASS, AND 6 FEET WEST OF
 KV0659'THE CENTERLINE OF THE EASTBOUND TRACK.  A CHISELED CROSS.
 KV0659'NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW
 KV0659'THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE
 KV0659'ERIE LACKAWANNA RAILROAD.
 KV0659
 KV0659                          STATION RECOVERY (1989)
 KV0659
 KV0659'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0659'MARK NOT FOUND.
 KV0659
 KV0659                          STATION RECOVERY (1994)
 KV0659
 KV0659'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6270 ***********************************************************************
 KV6270  DESIGNATION -  27608
 KV6270  PID         -  KV6270
 KV6270  STATE/COUNTY-  NJ/MONMOUTH
 KV6270  USGS QUAD   -  ASBURY PARK (1989)
 KV6270
 KV6270                         *CURRENT SURVEY CONTROL
 KV6270  ___________________________________________________________________
 KV6270* NAD 83(1996)-  40 10 18.91074(N)    074 03 25.05916(W)     ADJUSTED  
 KV6270* NAVD 88     -        13.544  (meters)      44.44   (feet)  ADJUSTED  
 KV6270  ___________________________________________________________________
 KV6270  X           -   1,340,556.117 (meters)                     COMP
 KV6270  Y           -  -4,692,677.145 (meters)                     COMP
 KV6270  Z           -   4,092,577.951 (meters)                     COMP
 KV6270  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 KV6270  ELLIP HEIGHT-         -19.31  (meters)          (10/23/02) GPS OBS
 KV6270  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV6270  DYNAMIC HT  -          13.538 (meters)      44.42  (feet)  COMP
 KV6270  MODELED GRAV-     980,167.8   (mgal)                       NAVD 88
 KV6270
 KV6270  HORZ ORDER  -  FIRST
 KV6270  VERT ORDER  -  FIRST     CLASS II
 KV6270  ELLP ORDER  -  FOURTH    CLASS I
 KV6270
 KV6270.The horizontal coordinates were established by GPS observations
 KV6270.and adjusted by the National Geodetic Survey in May 1999..
 KV6270
 KV6270.The orthometric height was determined by differential leveling
 KV6270.and adjusted by the National Geodetic Survey in June 1991..
 KV6270
 KV6270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6270
 KV6270.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6270
 KV6270.The ellipsoidal height was determined by GPS observations
 KV6270.and is referenced to NAD 83.
 KV6270
 KV6270.The geoid height was determined by GEOID03.
 KV6270
 KV6270.The dynamic height is computed by dividing the NAVD 88
 KV6270.geopotential number by the normal gravity value computed on the
 KV6270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6270.degrees latitude (g = 980.6199 gals.).
 KV6270
 KV6270.The modeled gravity was interpolated from observed gravity values.
 KV6270
 KV6270;                    North         East     Units Scale Factor Converg.
 KV6270;SPC NJ       -   148,695.930   187,734.059   MT  0.99991752   +0 17 08.9
 KV6270;SPC NJ       -   487,846.56    615,924.16   sFT  0.99991752   +0 17 08.9
 KV6270;UTM  18      - 4,447,265.195   580,295.913   MT  0.99967937   +0 36 30.1
 KV6270
 KV6270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6270!SPC NJ       -   1.00000303  x   0.99991752  =   0.99992055
 KV6270!UTM  18      -   1.00000303  x   0.99967937  =   0.99968240
 KV6270
 KV6270                          SUPERSEDED SURVEY CONTROL
 KV6270
 KV6270  ELLIP H (05/14/99)  -19.33   (m)                       GP(       ) 4 1
 KV6270  NAD 83(1992)-  40 10 18.91014(N)    074 03 25.06208(W) AD(       ) 1
 KV6270  ELLIP H (05/22/95)  -19.25   (m)                       GP(       ) 3 1
 KV6270  NAD 83(1986)-  40 10 18.91201(N)    074 03 25.06223(W) AD(       ) 1
 KV6270  NAVD 88 (05/22/95)   13.54   (m)           44.4    (f) LEVELING    3  
 KV6270  NAVD 88 (02/25/94)   13.54   (m)           44.4    (f) LEVELING    3  
 KV6270  NGVD 29 (01/10/92)   13.872  (m)           45.51   (f) ADJUSTED    1 2
 KV6270
 KV6270.Superseded values are not recommended for survey control.
 KV6270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6270.See file dsdata.txt to determine how the superseded data were derived.
 KV6270
 KV6270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8029647265(NAD 83)
 KV6270_MARKER: DD = SURVEY DISK
 KV6270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6270_SP_SET: CONCRETE POST
 KV6270_STAMPING: 27608
 KV6270_MARK LOGO: NJGS  
 KV6270_PROJECTION: RECESSED 15 CENTIMETERS
 KV6270_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6270+STABILITY: SURFACE MOTION
 KV6270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6270+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6270
 KV6270  HISTORY     - Date     Condition        Report By
 KV6270  HISTORY     - UNK      MONUMENTED       NJGS
 KV6270  HISTORY     - 19890614 GOOD             NJGS
 KV6270  HISTORY     - 19930224 GOOD             NJGS
 KV6270  HISTORY     - 19930224 GOOD             NJGS
 KV6270  HISTORY     - 20020202 GOOD             NJGS
 KV6270
 KV6270                          STATION DESCRIPTION
 KV6270
 KV6270'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6270'THE STATION IS IN WALL TOWNSHIP, ON THE SOUTH SIDE OF STATE ROUTE
 KV6270'138, TO REACH THE STATION FROM THE JUNCTION OF ROUTE 18 AND ROUTE 138
 KV6270'GO 1.28 KM (0.80 MI) EAST ON ROUTE 138 TO THE STATION ON THE RIGHT,
 KV6270'13.6 M (44.6 FT) EAST SOUTHEAST FROM AN X CUT ON THE NORTHEAST CORNER
 KV6270'OF AN INLET HEAD, 9.15 M (30.02 FT) SOUTH FROM THE CENTERLINE OF EAST
 KV6270'BOUND ROUTE 138, 1.05 M (3.44 FT) SOUTH FROM A GAS PIPELINE MARKER,
 KV6270'1.75 M (5.74 FT) SOUTH FROM THE EDGE OF THE SHOULDER OF EASTBOUND
 KV6270'ROUTE 138, 54.55 M (178.97 FT) WEST FROM THE CENTERLINE OF THE GRAVEL
 KV6270'DRIVE TO HOUSE NO. 1539 AND 0.15 M (0.49 FT) BELOW THE GROUND.
 KV6270
 KV6270                          STATION RECOVERY (1993)
 KV6270
 KV6270'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6270'RECOVERED IN GOOD CONDITION.
 KV6270
 KV6270                          STATION RECOVERY (1993)
 KV6270
 KV6270'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (ECB)
 KV6270'RECOVERED AS DESCRIBED AS IN THE L25235 LEVEL PROJECT.
 KV6270
 KV6270                          STATION RECOVERY (2002)
 KV6270
 KV6270'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6270'RECOVERED AS DESCRIBED
 KV6270'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6271 ***********************************************************************
 KV6271  DESIGNATION -  27612
 KV6271  PID         -  KV6271
 KV6271  STATE/COUNTY-  NJ/MONMOUTH
 KV6271  USGS QUAD   -  ASBURY PARK (1989)
 KV6271
 KV6271                         *CURRENT SURVEY CONTROL
 KV6271  ___________________________________________________________________
 KV6271* NAD 83(1996)-  40 10 17.85708(N)    074 03 54.68169(W)     ADJUSTED  
 KV6271* NAVD 88     -        17.970  (meters)      58.96   (feet)  ADJUSTED  
 KV6271  ___________________________________________________________________
 KV6271  X           -   1,339,888.854 (meters)                     COMP
 KV6271  Y           -  -4,692,893.033 (meters)                     COMP
 KV6271  Z           -   4,092,555.976 (meters)                     COMP
 KV6271  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 KV6271  ELLIP HEIGHT-         -14.88  (meters)          (10/23/02) GPS OBS
 KV6271  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV6271  DYNAMIC HT  -          17.962 (meters)      58.93  (feet)  COMP
 KV6271  MODELED GRAV-     980,168.8   (mgal)                       NAVD 88
 KV6271
 KV6271  HORZ ORDER  -  FIRST
 KV6271  VERT ORDER  -  FIRST     CLASS II
 KV6271  ELLP ORDER  -  FOURTH    CLASS I
 KV6271
 KV6271.The horizontal coordinates were established by GPS observations
 KV6271.and adjusted by the National Geodetic Survey in May 1999..
 KV6271
 KV6271.The orthometric height was determined by differential leveling
 KV6271.and adjusted by the National Geodetic Survey in June 1991..
 KV6271
 KV6271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6271
 KV6271.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6271
 KV6271.The ellipsoidal height was determined by GPS observations
 KV6271.and is referenced to NAD 83.
 KV6271
 KV6271.The geoid height was determined by GEOID03.
 KV6271
 KV6271.The dynamic height is computed by dividing the NAVD 88
 KV6271.geopotential number by the normal gravity value computed on the
 KV6271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6271.degrees latitude (g = 980.6199 gals.).
 KV6271
 KV6271.The modeled gravity was interpolated from observed gravity values.
 KV6271
 KV6271;                    North         East     Units Scale Factor Converg.
 KV6271;SPC NJ       -   148,659.971   187,033.389   MT  0.99991688   +0 16 49.8
 KV6271;SPC NJ       -   487,728.59    613,625.38   sFT  0.99991688   +0 16 49.8
 KV6271;UTM  18      - 4,447,225.301   579,595.623   MT  0.99967799   +0 36 11.0
 KV6271
 KV6271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6271!SPC NJ       -   1.00000233  x   0.99991688  =   0.99991921
 KV6271!UTM  18      -   1.00000233  x   0.99967799  =   0.99968032
 KV6271
 KV6271|---------------------------------------------------------------------|
 KV6271| PID    Reference Object                     Distance      Geod. Az  |
 KV6271|                                                           dddmmss.s |
 KV6271| DF5264 13 W 5                              138.689 METERS 09555     |
 KV6271|---------------------------------------------------------------------|
 KV6271
 KV6271                          SUPERSEDED SURVEY CONTROL
 KV6271
 KV6271  ELLIP H (05/14/99)  -14.90   (m)                       GP(       ) 4 1
 KV6271  NAD 83(1992)-  40 10 17.85651(N)    074 03 54.68463(W) AD(       ) 1
 KV6271  ELLIP H (05/22/95)  -14.82   (m)                       GP(       ) 3 1
 KV6271  NAD 83(1986)-  40 10 17.85832(N)    074 03 54.68466(W) AD(       ) 1
 KV6271  NAVD 88 (05/22/95)   17.97   (m)           59.0    (f) LEVELING    3  
 KV6271  NAVD 88 (02/25/94)   17.97   (m)           59.0    (f) LEVELING    3  
 KV6271  NGVD 29 (01/10/92)   18.298  (m)           60.03   (f) ADJUSTED    1 2
 KV6271
 KV6271.Superseded values are not recommended for survey control.
 KV6271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6271.See file dsdata.txt to determine how the superseded data were derived.
 KV6271
 KV6271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7959647225(NAD 83)
 KV6271_MARKER: DD = SURVEY DISK
 KV6271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6271_SP_SET: CONCRETE POST
 KV6271_STAMPING: 27612
 KV6271_MARK LOGO: NJGS  
 KV6271_PROJECTION: RECESSED 25 CENTIMETERS
 KV6271_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6271+STABILITY: SURFACE MOTION
 KV6271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6271+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6271
 KV6271  HISTORY     - Date     Condition        Report By
 KV6271  HISTORY     - 1989     MONUMENTED       NJGS
 KV6271  HISTORY     - 19890614 GOOD             NJGS
 KV6271  HISTORY     - 19930224 GOOD             NJGS
 KV6271  HISTORY     - 19930224 GOOD             NJGS
 KV6271  HISTORY     - 20020202 GOOD             NJGS
 KV6271
 KV6271                          STATION DESCRIPTION
 KV6271
 KV6271'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6271'THE STATION IS IN WALL TOWNSHIP, ON THE NORTH SIDE OF STATE ROUTE 138
 KV6271'JUST SOUTH OF ITS JUNCTION WITH STATE ROUTE 18.  TO REACH THE STATION
 KV6271'FROM THE JUNCTION GO 0.56 KM (0.35 MI) EAST ON ROUTE 138 TO STATION
 KV6271'ON THE LEFT, 1.1 M (3.6 FT) NORTH NORTHWEST FROM THE FACE OF A B TYPE
 KV6271'INLET, 8.3 M (27.2 FT) SOUTHWEST FROM UTILITY POLE JC 53 WL, 9.35 M
 KV6271'(30.68 FT) NORTH NORTHWEST FROM THE CENTERLINE OF WESTBOUND ROUTE
 KV6271'138, 51.5 M (169.0 FT) EAST NORTHEAST FROM UTILITY POLE JC 54 WL,
 KV6271'31.9 M (104.7 FT) WEST NORTHWEST FROM A CONCRETE ISLAND NOSE IN THE
 KV6271'ENTRANCE TO ROUTE 138 FROM NEW BEDFORD ROAD AND 0.25 M (0.82 FT)
 KV6271'BELOW THE GROUND.
 KV6271
 KV6271                          STATION RECOVERY (1993)
 KV6271
 KV6271'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6271'RECOVERED IN GOOD CONDITION.
 KV6271
 KV6271                          STATION RECOVERY (1993)
 KV6271
 KV6271'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (ECB)
 KV6271'RECOVERED AS DESCRIBED AS IN THE L25235 LEVEL PROJECT.
 KV6271
 KV6271                          STATION RECOVERY (2002)
 KV6271
 KV6271'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6273 ***********************************************************************
 KV6273  DESIGNATION -  27650
 KV6273  PID         -  KV6273
 KV6273  STATE/COUNTY-  NJ/MONMOUTH
 KV6273  USGS QUAD   -  ASBURY PARK (1989)
 KV6273
 KV6273                         *CURRENT SURVEY CONTROL
 KV6273  ___________________________________________________________________
 KV6273* NAD 83(1986)-  40 10 14.     (N)    074 05 21.     (W)     SCALED    
 KV6273* NAVD 88     -        31.416  (meters)     103.07   (feet)  ADJUSTED  
 KV6273  ___________________________________________________________________
 KV6273  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV6273  DYNAMIC HT  -          31.402 (meters)     103.02  (feet)  COMP
 KV6273  MODELED GRAV-     980,172.0   (mgal)                       NAVD 88
 KV6273
 KV6273  VERT ORDER  -  FIRST     CLASS II
 KV6273
 KV6273.The horizontal coordinates were scaled from a topographic map and have
 KV6273.an estimated accuracy of +/- 6 seconds.
 KV6273
 KV6273.The orthometric height was determined by differential leveling
 KV6273.and adjusted by the National Geodetic Survey in June 1991..
 KV6273
 KV6273.The geoid height was determined by GEOID03.
 KV6273
 KV6273.The dynamic height is computed by dividing the NAVD 88
 KV6273.geopotential number by the normal gravity value computed on the
 KV6273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6273.degrees latitude (g = 980.6199 gals.).
 KV6273
 KV6273.The modeled gravity was interpolated from observed gravity values.
 KV6273
 KV6273;                    North         East    Units  Estimated Accuracy
 KV6273;SPC NJ       -   148,530.      184,990.      MT  (+/- 180 meters Scaled)
 KV6273
 KV6273                          SUPERSEDED SURVEY CONTROL
 KV6273
 KV6273  NGVD 29 (01/10/92)   31.743  (m)          104.14   (f) ADJUSTED    1 2
 KV6273
 KV6273.Superseded values are not recommended for survey control.
 KV6273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6273.See file dsdata.txt to determine how the superseded data were derived.
 KV6273
 KV6273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK775470(NAD 83)
 KV6273_MARKER: DD = SURVEY DISK
 KV6273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6273_SP_SET: CONCRETE POST
 KV6273_STAMPING: 27650
 KV6273_MARK LOGO: NJGS  
 KV6273_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6273+STABILITY: SURFACE MOTION
 KV6273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6273+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1989
 KV6273
 KV6273  HISTORY     - Date     Condition        Report By
 KV6273  HISTORY     - UNK      MONUMENTED       NJGS
 KV6273  HISTORY     - 19890614 GOOD             NJGS
 KV6273
 KV6273                          STATION DESCRIPTION
 KV6273
 KV6273'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6273'THE STATION IS IN WALL TOWNSHIP, ON THE SOUTH SIDE OF STATE ROUTE 138
 KV6273'EASTBOUND, JUST EAST OF ITS JUNCTION WITH ALLENWOOD ROAD.  TO REACH
 KV6273'THE STATION FROM THE JUNCTION OF STATE ROUTES 138 AND 18 GO 1.52 KM
 KV6273'(0.94 MI) WEST ON ROUTE 138 TO THE STATION ON THE LEFT, 2.7 M (8.9
 KV6273'FT) SOUTH FROM THE FACE OF THE CURB, 11.15 M (36.58 FT) WEST
 KV6273'SOUTHWEST FROM THE EAST END OF THE CURB, 19.5 M (64.0 FT) WEST
 KV6273'NORTHWEST FROM UTILITY POLE BT 5538 WL, 10.3 M (33.8 FT) SOUTH FROM
 KV6273'THE CENTERLINE OF ROUTE 138 EASTBOUND, 44.9 M (147.3 FT) EAST
 KV6273'SOUTHEAST FROM THE SOUTHEAST CORNER OF AN INLET AND 0.1 M (0.3 FT)
 KV6273'BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6274 ***********************************************************************
 KV6274  DESIGNATION -  27653
 KV6274  PID         -  KV6274
 KV6274  STATE/COUNTY-  NJ/MONMOUTH
 KV6274  USGS QUAD   -  ASBURY PARK (1989)
 KV6274
 KV6274                         *CURRENT SURVEY CONTROL
 KV6274  ___________________________________________________________________
 KV6274* NAD 83(1986)-  40 10 13.     (N)    074 06 00.     (W)     SCALED    
 KV6274* NAVD 88     -        44.075  (meters)     144.60   (feet)  ADJUSTED  
 KV6274  ___________________________________________________________________
 KV6274  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV6274  DYNAMIC HT  -          44.055 (meters)     144.54  (feet)  COMP
 KV6274  MODELED GRAV-     980,173.8   (mgal)                       NAVD 88
 KV6274
 KV6274  VERT ORDER  -  FIRST     CLASS II
 KV6274
 KV6274.The horizontal coordinates were scaled from a topographic map and have
 KV6274.an estimated accuracy of +/- 6 seconds.
 KV6274
 KV6274.The orthometric height was determined by differential leveling
 KV6274.and adjusted by the National Geodetic Survey in June 1991..
 KV6274
 KV6274.The geoid height was determined by GEOID03.
 KV6274
 KV6274.The dynamic height is computed by dividing the NAVD 88
 KV6274.geopotential number by the normal gravity value computed on the
 KV6274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6274.degrees latitude (g = 980.6199 gals.).
 KV6274
 KV6274.The modeled gravity was interpolated from observed gravity values.
 KV6274
 KV6274;                    North         East    Units  Estimated Accuracy
 KV6274;SPC NJ       -   148,500.      184,070.      MT  (+/- 180 meters Scaled)
 KV6274
 KV6274                          SUPERSEDED SURVEY CONTROL
 KV6274
 KV6274  NGVD 29 (01/10/92)   44.401  (m)          145.67   (f) ADJUSTED    1 2
 KV6274
 KV6274.Superseded values are not recommended for survey control.
 KV6274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6274.See file dsdata.txt to determine how the superseded data were derived.
 KV6274
 KV6274_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK766470(NAD 83)
 KV6274_MARKER: DD = SURVEY DISK
 KV6274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6274_SP_SET: CONCRETE POST
 KV6274_STAMPING: 27653
 KV6274_MARK LOGO: NJGS  
 KV6274_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6274+STABILITY: SURFACE MOTION
 KV6274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6274+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1989
 KV6274
 KV6274  HISTORY     - Date     Condition        Report By
 KV6274  HISTORY     - UNK      MONUMENTED       NJGS
 KV6274  HISTORY     - 19890614 GOOD             NJGS
 KV6274
 KV6274                          STATION DESCRIPTION
 KV6274
 KV6274'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6274'THE STATION IS IN WALL TOWNSHIP, ON THE NORTH SIDE OF STATE ROUTE 138
 KV6274'WESTBOUND BETWEEN THE NORTHBOUND AND SOUTHBOUND LANES OF THE GARDEN
 KV6274'STATE PARKWAY, 12.25 M (40.19 FT) NORTHWEST FROM THE WEST END OF THE
 KV6274'NORTH BALUSTRADE OF THE ROUTE 138 WESTBOUND BRIDGE OVER THE
 KV6274'NORTHBOUND LANES OF THE PARKWAY, 3.0 M (9.8 FT) NORTH NORTHEAST FROM
 KV6274'THE FACE OF CURB, 1.2 M (3.9 FT) NORTH NORTHEAST FROM THE FACE OF A
 KV6274'GUIDE RAIL, 19.1 M (62.7 FT) NORTH FROM THE WEST END OF THE SOUTH
 KV6274'BALUSTRADE OF THE ROUTE 138 WESTBOUND LANES OF THE BRIDGE OVER THE
 KV6274'NORTHBOUND GARDEN STATE PARKWAY LANES AND 0.15 M (0.49 FT) BELOW THE
 KV6274'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6281 ***********************************************************************
 KV6281  DESIGNATION -  27657
 KV6281  PID         -  KV6281
 KV6281  STATE/COUNTY-  NJ/MONMOUTH
 KV6281  USGS QUAD   -  ASBURY PARK (1989)
 KV6281
 KV6281                         *CURRENT SURVEY CONTROL
 KV6281  ___________________________________________________________________
 KV6281* NAD 83(1986)-  40 10 11.     (N)    074 06 25.     (W)     SCALED    
 KV6281* NAVD 88     -        37.817  (meters)     124.07   (feet)  ADJUSTED  
 KV6281  ___________________________________________________________________
 KV6281  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV6281  DYNAMIC HT  -          37.800 (meters)     124.02  (feet)  COMP
 KV6281  MODELED GRAV-     980,174.9   (mgal)                       NAVD 88
 KV6281
 KV6281  VERT ORDER  -  FIRST     CLASS II
 KV6281
 KV6281.The horizontal coordinates were scaled from a topographic map and have
 KV6281.an estimated accuracy of +/- 6 seconds.
 KV6281
 KV6281.The orthometric height was determined by differential leveling
 KV6281.and adjusted by the National Geodetic Survey in June 1991..
 KV6281
 KV6281.The geoid height was determined by GEOID03.
 KV6281
 KV6281.The dynamic height is computed by dividing the NAVD 88
 KV6281.geopotential number by the normal gravity value computed on the
 KV6281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6281.degrees latitude (g = 980.6199 gals.).
 KV6281
 KV6281.The modeled gravity was interpolated from observed gravity values.
 KV6281
 KV6281;                    North         East    Units  Estimated Accuracy
 KV6281;SPC NJ       -   148,430.      183,480.      MT  (+/- 180 meters Scaled)
 KV6281
 KV6281                          SUPERSEDED SURVEY CONTROL
 KV6281
 KV6281  NGVD 29 (01/10/92)   38.143  (m)          125.14   (f) ADJUSTED    1 2
 KV6281
 KV6281.Superseded values are not recommended for survey control.
 KV6281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6281.See file dsdata.txt to determine how the superseded data were derived.
 KV6281
 KV6281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK760469(NAD 83)
 KV6281_MARKER: DD = SURVEY DISK
 KV6281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6281_SP_SET: CONCRETE POST
 KV6281_STAMPING: 27657
 KV6281_MARK LOGO: NJGS  
 KV6281_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6281+STABILITY: SURFACE MOTION
 KV6281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6281+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1989
 KV6281
 KV6281  HISTORY     - Date     Condition        Report By
 KV6281  HISTORY     - UNK      MONUMENTED       NJGS
 KV6281  HISTORY     - 19890616 GOOD             NJGS
 KV6281
 KV6281                          STATION DESCRIPTION
 KV6281
 KV6281'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6281'THE STATION IS IN WALL TOWNSHIP, ON THE SOUTH SIDE OF EASTBOUND
 KV6281'INTERSTATE I195, WEST OF THE STATE HIGHWAY ROUTE 34 BRIDGE, STRUCTURE
 KV6281'NUMBER 1317 151.  THE STATION IS SET ON THE EMBANKMENT OF THE BRIDGE,
 KV6281'4.1 M (13.5 FT) SOUTH FROM THE CURBLINE OF EASTBOUND I195, 10.75 M
 KV6281'(35.27 FT) WEST NORTHWEST FROM THE SOUTHWEST CORNER OF THE BRIDGE
 KV6281'ABUTMENT, 4.1 M (13.5 FT) SOUTHWEST FROM AN OVERHEAD SIGN, 24.3 M
 KV6281'(79.7 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF A TYPE B INLET, 52.2
 KV6281'M (171.3 FT) WEST SOUTHWEST FROM THE 0 MILE POST MARKER FOR STATE
 KV6281'ROUTE 138, 0.10 M (0.33 FT) BELOW THE GROUND AND ABOUT 1.0 M (3.3 FT)
 KV6281'ABOVE THE PAVING OF ROUTE 138.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4072 ***********************************************************************
 JU4072  TIDAL BM    -  This is a Tidal Bench Mark.
 JU4072  DESIGNATION -  27659
 JU4072  PID         -  JU4072
 JU4072  STATE/COUNTY-  NJ/ATLANTIC
 JU4072  USGS QUAD   -  ATLANTIC CITY (1994)
 JU4072
 JU4072                         *CURRENT SURVEY CONTROL
 JU4072  ___________________________________________________________________
 JU4072* NAD 83(1986)-  39 21 29.     (N)    074 25 17.     (W)     SCALED    
 JU4072* NAVD 88     -         3.853  (meters)      12.64   (feet)  ADJUSTED  
 JU4072  ___________________________________________________________________
 JU4072  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 JU4072  DYNAMIC HT  -           3.851 (meters)      12.63  (feet)  COMP
 JU4072  MODELED GRAV-     980,105.8   (mgal)                       NAVD 88
 JU4072
 JU4072  VERT ORDER  -  FIRST     CLASS II
 JU4072
 JU4072.The horizontal coordinates were scaled from a topographic map and have
 JU4072.an estimated accuracy of +/- 6 seconds.
 JU4072
 JU4072.The orthometric height was determined by differential leveling
 JU4072.and adjusted by the National Geodetic Survey in June 1991..
 JU4072
 JU4072.This Tidal Bench Mark is designated as VM 10820
 JU4072.by the Center for Operational Oceanographic Products and Services.
 JU4072
 JU4072.The geoid height was determined by GEOID03.
 JU4072
 JU4072.The dynamic height is computed by dividing the NAVD 88
 JU4072.geopotential number by the normal gravity value computed on the
 JU4072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4072.degrees latitude (g = 980.6199 gals.).
 JU4072
 JU4072.The modeled gravity was interpolated from observed gravity values.
 JU4072
 JU4072;                    North         East    Units  Estimated Accuracy
 JU4072;SPC NJ       -    58,250.      156,780.      MT  (+/- 180 meters Scaled)
 JU4072
 JU4072                          SUPERSEDED SURVEY CONTROL
 JU4072
 JU4072  NGVD 29 (01/10/92)    4.260  (m)           13.98   (f) ADJUSTED    1 2
 JU4072
 JU4072.Superseded values are not recommended for survey control.
 JU4072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4072.See file dsdata.txt to determine how the superseded data were derived.
 JU4072
 JU4072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ498566(NAD 83)
 JU4072_MARKER: DD = SURVEY DISK
 JU4072_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU4072_SP_SET: COLUMN FOUNDATION
 JU4072_STAMPING: 27659
 JU4072_MARK LOGO: NJGS  
 JU4072_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4072+STABILITY: SURFACE MOTION
 JU4072_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4072+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1989
 JU4072
 JU4072  HISTORY     - Date     Condition        Report By
 JU4072  HISTORY     - UNK      MONUMENTED       NJGS
 JU4072  HISTORY     - 19891030 GOOD             NJGS
 JU4072  HISTORY     - 20040723 GOOD             INDIV
 JU4072
 JU4072                          STATION DESCRIPTION
 JU4072
 JU4072'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 JU4072'THE STATION IS LOCATED IN ATLANTIC CITY, AT THE BOARDWALK, ON THE WEST
 JU4072'SIDE OF DANNY THOMAS AVENUE, FORMERLY PENNSYLVANIA AVENUE.  THE
 JU4072'STATION IS SET VERTICALY IN THE NORTHEAST FACE OF THE SOUTHWEST
 JU4072'COLUMN FOUNDATION OF A TWO STORY BRICK BUILDING, FRONTING ON THE
 JU4072'BOARDWALK, ADJACENT TO RESORTS CASINO.  THE STATION IS 0.4 M
 JU4072'(1.3 FT) NORTH OF THE SOUTHEAST CORNER OF THE COLUMN, 18.5 M
 JU4072'(60.7 FT) WEST NORTHWEST OF A FIRE HYDRANT AND ABOUT 0.1 M (0.3 FT)
 JU4072'ABOVE THE BOARDWALK.
 JU4072
 JU4072                          STATION RECOVERY (2004)
 JU4072
 JU4072'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JKM)
 JU4072' 
 JU4072'RECOVERED IN GOOD CONDITION.  DANNY THOMAS AVENUE IS NOW NAMED
 JU4072'PENNSYLVANIA AVENUE.  THE TWO STORY BRICK BUILDING SERVES AS AN
 JU4072'ENTRANCEWAY TO RESORTS CASINO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6522 ***********************************************************************
 KV6522  DESIGNATION -  27684
 KV6522  PID         -  KV6522
 KV6522  STATE/COUNTY-  NJ/SOMERSET
 KV6522  USGS QUAD   -  ROCKY HILL (1970)
 KV6522
 KV6522                         *CURRENT SURVEY CONTROL
 KV6522  ___________________________________________________________________
 KV6522* NAD 83(1996)-  40 29 01.75515(N)    074 44 25.86969(W)     ADJUSTED  
 KV6522* NAVD 88     -        57.3    (meters)     188.     (feet)  VERTCON   
 KV6522  ___________________________________________________________________
 KV6522  X           -   1,278,586.354 (meters)                     COMP
 KV6522  Y           -  -4,686,744.348 (meters)                     COMP
 KV6522  Z           -   4,119,008.975 (meters)                     COMP
 KV6522  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 KV6522  ELLIP HEIGHT-          23.71  (meters)          (10/23/02) GPS OBS
 KV6522  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KV6522
 KV6522  HORZ ORDER  -  SECOND
 KV6522  ELLP ORDER  -  FOURTH    CLASS I
 KV6522
 KV6522.The horizontal coordinates were established by GPS observations
 KV6522.and adjusted by the National Geodetic Survey in May 1999..
 KV6522
 KV6522.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6522
 KV6522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6522
 KV6522.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6522
 KV6522.The ellipsoidal height was determined by GPS observations
 KV6522.and is referenced to NAD 83.
 KV6522
 KV6522.The geoid height was determined by GEOID03.
 KV6522
 KV6522;                    North         East     Units Scale Factor Converg.
 KV6522;SPC NJ       -   183,259.947   129,608.844   MT  0.99990512   -0 09 22.2
 KV6522;SPC NJ       -   601,245.34    425,225.02   sFT  0.99990512   -0 09 22.2
 KV6522;UTM  18      - 4,481,491.185   521,992.089   MT  0.99960595   +0 10 06.5
 KV6522
 KV6522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6522!SPC NJ       -   0.99999628  x   0.99990512  =   0.99990140
 KV6522!UTM  18      -   0.99999628  x   0.99960595  =   0.99960223
 KV6522
 KV6522:                Primary Azimuth Mark                     Grid Az
 KV6522:SPC NJ       -  SC 150                                   339 05 01.8
 KV6522:UTM  18      -  SC 150                                   338 45 33.1
 KV6522
 KV6522|---------------------------------------------------------------------|
 KV6522| PID    Reference Object                     Distance      Geod. Az  |
 KV6522|                                                           dddmmss.s |
 KV6522| KV6566 SC 150                              484.563 METERS 3385539.6 |
 KV6522|---------------------------------------------------------------------|
 KV6522
 KV6522                          SUPERSEDED SURVEY CONTROL
 KV6522
 KV6522  ELLIP H (05/14/99)   23.73   (m)                       GP(       ) 4 1
 KV6522  NAD 83(1986)-  40 29 01.75486(N)    074 44 25.87182(W) AD(       ) 2
 KV6522  NGVD 29 (10/04/91)   57.5    (m)          189.     (f) GPS OBS        
 KV6522
 KV6522.Superseded values are not recommended for survey control.
 KV6522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6522.See file dsdata.txt to determine how the superseded data were derived.
 KV6522
 KV6522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2199281491(NAD 83)
 KV6522_MARKER: DD = SURVEY DISK
 KV6522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6522_SP_SET: CONCRETE POST
 KV6522_STAMPING: 27684
 KV6522_MARK LOGO: NJGS  
 KV6522_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6522+STABILITY: SURFACE MOTION
 KV6522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6522+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1990
 KV6522
 KV6522  HISTORY     - Date     Condition        Report By
 KV6522  HISTORY     - 1981     MONUMENTED       NJGS
 KV6522  HISTORY     - 19900213 GOOD             NJGS
 KV6522
 KV6522                          STATION DESCRIPTION
 KV6522
 KV6522'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6522'THE STATION IS LOCATED IN HILLSBOROUGH TOWNSHIP, ON THE EAST SIDE OF
 KV6522'LONGHILL ROAD.  TO REACH THE STATION FROM THE THE NESHANIC CHURCH, IN
 KV6522'NESHANIC, AT THE JUNCTION OF AMWELL ROAD, COUNTY ROAD 514 AND RIVER
 KV6522'ROAD, COUNTY ROAD 567, GO 2.32 KM (1.44 MI) WEST ON AMWELL ROAD TO
 KV6522'THE JUNCTION WITH LONG HILL ROAD, TURN LEFT AND GO 0.85 KM (0.53 MI)
 KV6522'SOUTH ON LONG HILL ROAD TO THE STATION ON THE LEFT.  THE STATION IS
 KV6522'8.4 M (27.56 FT) NORTHEAST OF A POLE WITH NO NUMBER, 20.3 M
 KV6522'(66.60 FT) NORTHEAST OF THE NORTHEAST CORNER OF AN INLET CURBPIECE ON
 KV6522'THE WEST SIDE OF LONG HILL ROAD, 16.9 M (55.45 FT) NORTH NORTHWEST OF
 KV6522'THE NORTHWEST CORNER OF AN INLET CURBPIECE ON THE EAST SIDE OF LONG
 KV6522'HILL ROAD AND 4.5 M (14.76 FT) EAST OF THE CENTERLINE OF LONG HILL
 KV6522'ROAD. THE STATION IS 0.1 M (0.33 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6523 ***********************************************************************
 KV6523  DESIGNATION -  27685
 KV6523  PID         -  KV6523
 KV6523  STATE/COUNTY-  NJ/SOMERSET
 KV6523  USGS QUAD   -  ROCKY HILL (1970)
 KV6523
 KV6523                         *CURRENT SURVEY CONTROL
 KV6523  ___________________________________________________________________
 KV6523* NAD 83(1996)-  40 28 41.89010(N)    074 44 15.96736(W)     ADJUSTED  
 KV6523* NAVD 88     -       104.4    (meters)     343.     (feet)  VERTCON   
 KV6523  ___________________________________________________________________
 KV6523  X           -   1,278,925.504 (meters)                     COMP
 KV6523  Y           -  -4,687,101.311 (meters)                     COMP
 KV6523  Z           -   4,118,573.500 (meters)                     COMP
 KV6523  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 KV6523  ELLIP HEIGHT-          70.84  (meters)          (10/23/02) GPS OBS
 KV6523  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KV6523
 KV6523  HORZ ORDER  -  SECOND
 KV6523  ELLP ORDER  -  FOURTH    CLASS I
 KV6523
 KV6523.The horizontal coordinates were established by GPS observations
 KV6523.and adjusted by the National Geodetic Survey in May 1999..
 KV6523
 KV6523.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6523
 KV6523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6523
 KV6523.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6523
 KV6523.The ellipsoidal height was determined by GPS observations
 KV6523.and is referenced to NAD 83.
 KV6523
 KV6523.The geoid height was determined by GEOID03.
 KV6523
 KV6523;                    North         East     Units Scale Factor Converg.
 KV6523;SPC NJ       -   182,646.628   129,840.393   MT  0.99990500   -0 09 15.7
 KV6523;SPC NJ       -   599,233.15    425,984.69   sFT  0.99990500   -0 09 15.7
 KV6523;UTM  18      - 4,480,879.370   522,227.038   MT  0.99960608   +0 10 12.8
 KV6523
 KV6523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6523!SPC NJ       -   0.99998889  x   0.99990500  =   0.99989389
 KV6523!UTM  18      -   0.99998889  x   0.99960608  =   0.99959497
 KV6523
 KV6523                          SUPERSEDED SURVEY CONTROL
 KV6523
 KV6523  ELLIP H (05/14/99)   70.85   (m)                       GP(       ) 4 1
 KV6523  NAD 83(1986)-  40 28 41.88980(N)    074 44 15.96948(W) AD(       ) 2
 KV6523  NGVD 29 (10/04/91)  104.7    (m)          344.     (f) GPS OBS        
 KV6523
 KV6523.Superseded values are not recommended for survey control.
 KV6523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6523.See file dsdata.txt to determine how the superseded data were derived.
 KV6523
 KV6523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2222780879(NAD 83)
 KV6523_MARKER: DD = SURVEY DISK
 KV6523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6523_SP_SET: CONCRETE POST
 KV6523_STAMPING: 27685
 KV6523_MARK LOGO: NJGS  
 KV6523_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6523+STABILITY: SURFACE MOTION
 KV6523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6523+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1990
 KV6523
 KV6523  HISTORY     - Date     Condition        Report By
 KV6523  HISTORY     - 1981     MONUMENTED       NJGS
 KV6523  HISTORY     - 19900213 GOOD             NJGS
 KV6523  HISTORY     - 20021130 MARK NOT FOUND   USPSQD
 KV6523
 KV6523                          STATION DESCRIPTION
 KV6523
 KV6523'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6523'THE STATION IS LOCATED IN HILLSBOROUGH TOWNSHIP, ON THE SOUTHWEST SIDE
 KV6523'OF LONGHILL ROAD.  TO REACH THE STATION FROM THE NESHANIC CHURCH, IN
 KV6523'NESHANIC, AT THE JUNCTION OF AMWELL ROAD, COUNTY ROAD 514 AND RIVER
 KV6523'ROAD, COUNTY ROAD 567, GO 2.32 KM (1.44 MI) WEST ON AMWELL ROAD TO
 KV6523'THE JUNCTION WITH LONG HILL ROAD, TURN LEFT AND GO 2.0 KM (1.24 MI)
 KV6523'SOUTH ON LONG HILL ROAD TO THE STATION ON THE RIGHT.  THE STATION IS
 KV6523'4.0 M (13.12 FT) WEST OF THE LONG HILL ROAD CENTERLINE, 7.3 M
 KV6523'(23.95 FT) NORTHEAST OF A POLE WITH NO NUMBER, 18.3 M (60.04 FT)
 KV6523'SOUTHWEST OF THE CENTERLINE OF A DRIVEWAY TO NUMBER 119 A, WINDY VIEW
 KV6523'ACRES FARM, 50 M (164.04 FT) SOUTHWEST OF THE CENTERLINE OF A FARM
 KV6523'ROAD LEADING EAST, 36.0 M (118.11 FT) NORTHEAST OF A DRIVEWAY LEADING
 KV6523'WEST AND 53.3 M (174.87 FT) SOUTHWEST OF POLE 678, WHICH IS OPPOSITE
 KV6523'THE FARM ROAD LEADING EAST.  THE STATION IS 0.1 M (0.33 FT) BELOW THE
 KV6523'GROUND.
 KV6523
 KV6523                          STATION RECOVERY (2002)
 KV6523
 KV6523'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV6523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2331 ***********************************************************************
 JU2331  DESIGNATION -  2769
 JU2331  PID         -  JU2331
 JU2331  STATE/COUNTY-  NJ/CAPE MAY
 JU2331  USGS QUAD   -  WOODBINE (1972)
 JU2331
 JU2331                         *CURRENT SURVEY CONTROL
 JU2331  ___________________________________________________________________
 JU2331* NAD 83(1986)-  39 10 56.     (N)    074 49 12.     (W)     SCALED    
 JU2331* NAVD 88     -         1.559  (meters)       5.11   (feet)  ADJUSTED  
 JU2331  ___________________________________________________________________
 JU2331  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 JU2331  DYNAMIC HT  -           1.558 (meters)       5.11  (feet)  COMP
 JU2331  MODELED GRAV-     980,082.9   (mgal)                       NAVD 88
 JU2331
 JU2331  VERT ORDER  -  FIRST     CLASS II
 JU2331
 JU2331.The horizontal coordinates were scaled from a topographic map and have
 JU2331.an estimated accuracy of +/- 6 seconds.
 JU2331
 JU2331.The orthometric height was determined by differential leveling
 JU2331.and adjusted by the National Geodetic Survey in March 2001..
 JU2331
 JU2331.The geoid height was determined by GEOID03.
 JU2331
 JU2331.The dynamic height is computed by dividing the NAVD 88
 JU2331.geopotential number by the normal gravity value computed on the
 JU2331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2331.degrees latitude (g = 980.6199 gals.).
 JU2331
 JU2331.The modeled gravity was interpolated from observed gravity values.
 JU2331
 JU2331;                    North         East    Units  Estimated Accuracy
 JU2331;SPC NJ       -    38,780.      122,350.      MT  (+/- 180 meters Scaled)
 JU2331
 JU2331                          SUPERSEDED SURVEY CONTROL
 JU2331
 JU2331  NAVD 88 (06/15/91)    1.585  (m)            5.20   (f) UNKNOWN     1 2
 JU2331  NGVD 29 (01/10/92)    1.968  (m)            6.46   (f) ADJUSTED    1 2
 JU2331
 JU2331.Superseded values are not recommended for survey control.
 JU2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2331.See file dsdata.txt to determine how the superseded data were derived.
 JU2331
 JU2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ155370(NAD 83)
 JU2331_MARKER: DD = SURVEY DISK
 JU2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2331_SP_SET: CONCRETE POST
 JU2331_STAMPING: 2769
 JU2331_MARK LOGO: NJGS  
 JU2331_PROJECTION: PROJECTING 5 CENTIMETERS
 JU2331_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2331+STABILITY: SURFACE MOTION
 JU2331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2331+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2002
 JU2331
 JU2331  HISTORY     - Date     Condition        Report By
 JU2331  HISTORY     - 1937     MONUMENTED       NJGS
 JU2331  HISTORY     - 1979     GOOD             NGS
 JU2331  HISTORY     - 19980316 GOOD             NJGS
 JU2331  HISTORY     - 20021107 GOOD             NJDEP
 JU2331
 JU2331                          STATION DESCRIPTION
 JU2331
 JU2331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2331'0.15 MI NORTH FROM SOUTH DENNIS.
 JU2331'0.15 MILE NORTH OF SOUTH DENNIS ON THE WEST SIDE OF ROUTE 47 , 300
 JU2331'FEET SOUTH OF THE CONCRETE BRIDGE OVER DENNIS CREEK, 24.2 FEET WEST
 JU2331'OF THE CENTER LINE OF ROUTE 47, 26.5 FEET NORTH OF THE MOST NORTHERLY
 JU2331'POST OF THE WOOD GUARD RAIL, 22.9 FEET NORTH OF WOOD UTILITY NUMBER
 JU2331'W 13266, 18 FEET NORTH OF A STEEL SIGN READING ENTERING SOUTH DENNIS
 JU2331'AND 412.5 FEET SOUTH OF TIDAL MARK 6752 A.
 JU2331
 JU2331                          STATION RECOVERY (1998)
 JU2331
 JU2331'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU2331'RECOVERED AS DESCRIBED.
 JU2331
 JU2331                          STATION RECOVERY (2002)
 JU2331
 JU2331'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2002 (WM)
 JU2331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9719 ***********************************************************************
 AI9719  DESIGNATION -  2770
 AI9719  PID         -  AI9719
 AI9719  STATE/COUNTY-  NJ/CAPE MAY
 AI9719  USGS QUAD   -  WOODBINE (1972)
 AI9719
 AI9719                         *CURRENT SURVEY CONTROL
 AI9719  ___________________________________________________________________
 AI9719* NAD 83(1986)-  39 11 32.     (N)    074 49 27.     (W)     SCALED    
 AI9719* NAVD 88     -         3.532  (meters)      11.59   (feet)  ADJUSTED  
 AI9719  ___________________________________________________________________
 AI9719  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 AI9719  DYNAMIC HT  -           3.530 (meters)      11.58  (feet)  COMP
 AI9719  MODELED GRAV-     980,084.8   (mgal)                       NAVD 88
 AI9719
 AI9719  VERT ORDER  -  FIRST     CLASS II
 AI9719
 AI9719.The horizontal coordinates were scaled from a topographic map and have
 AI9719.an estimated accuracy of +/- 6 seconds.
 AI9719
 AI9719.The orthometric height was determined by differential leveling
 AI9719.and adjusted by the National Geodetic Survey in March 2001..
 AI9719
 AI9719.The geoid height was determined by GEOID03.
 AI9719
 AI9719.The dynamic height is computed by dividing the NAVD 88
 AI9719.geopotential number by the normal gravity value computed on the
 AI9719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9719.degrees latitude (g = 980.6199 gals.).
 AI9719
 AI9719.The modeled gravity was interpolated from observed gravity values.
 AI9719
 AI9719;                    North         East    Units  Estimated Accuracy
 AI9719;SPC NJ       -    39,890.      122,000.      MT  (+/- 180 meters Scaled)
 AI9719
 AI9719                          SUPERSEDED SURVEY CONTROL
 AI9719
 AI9719.No superseded survey control is available for this station.
 AI9719
 AI9719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ151381(NAD 83)
 AI9719_MARKER: DD = SURVEY DISK
 AI9719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9719_STAMPING: 2770
 AI9719_MARK LOGO: NJGS  
 AI9719_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9719+STABILITY: SURFACE MOTION
 AI9719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9719+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1998
 AI9719
 AI9719  HISTORY     - Date     Condition        Report By
 AI9719  HISTORY     - 1937     MONUMENTED       NJGS
 AI9719  HISTORY     - 19980212 GOOD             NJGS
 AI9719
 AI9719                          STATION DESCRIPTION
 AI9719
 AI9719'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9719'THE STATION IS LOCATED IN DENNIS TOWNSHIP ON THE NORTHEAST SIDE OF
 AI9719'STATE ROUTE 47 AT THE JUNCTION OF DENNISVILLE PETERSBURG ROAD, COUNTY
 AI9719'ROAD 610.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 47
 AI9719'AND 83, GO NORTH ON STATE ROUTE 47 FOR 0.90 MI (1.45 KM) TO THE
 AI9719'STATION ON THE RIGHT, SET FLUSH WITH THE GROUND.  THE STATION IS 7.9 M
 AI9719'(25.9 FT) NORTHEAST FROM THE CENTERLINE OF STATE ROUTE 47, 13.3 M
 AI9719'(43.6 FT) SOUTH FROM UTILITY POLE NUMBER 4, 18.8 M (61.7 FT) SOUTH
 AI9719'SOUTHEAST FROM CENTERLINE OF DENNISVILLE PETERSBURG ROAD AND 17.8 M
 AI9719'(58.4 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A TWO STORY FRAME
 AI9719'DWELLING, HOUSE NUMBER 727.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9720 ***********************************************************************
 AI9720  DESIGNATION -  2771
 AI9720  PID         -  AI9720
 AI9720  STATE/COUNTY-  NJ/CAPE MAY
 AI9720  USGS QUAD   -  WOODBINE (1972)
 AI9720
 AI9720                         *CURRENT SURVEY CONTROL
 AI9720  ___________________________________________________________________
 AI9720* NAD 83(1986)-  39 11 37.     (N)    074 49 39.     (W)     SCALED    
 AI9720* NAVD 88     -         3.887  (meters)      12.75   (feet)  ADJUSTED  
 AI9720  ___________________________________________________________________
 AI9720  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 AI9720  DYNAMIC HT  -           3.885 (meters)      12.75  (feet)  COMP
 AI9720  MODELED GRAV-     980,085.2   (mgal)                       NAVD 88
 AI9720
 AI9720  VERT ORDER  -  FIRST     CLASS II
 AI9720
 AI9720.The horizontal coordinates were scaled from a topographic map and have
 AI9720.an estimated accuracy of +/- 6 seconds.
 AI9720
 AI9720.The orthometric height was determined by differential leveling
 AI9720.and adjusted by the National Geodetic Survey in March 2001..
 AI9720
 AI9720.The geoid height was determined by GEOID03.
 AI9720
 AI9720.The dynamic height is computed by dividing the NAVD 88
 AI9720.geopotential number by the normal gravity value computed on the
 AI9720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9720.degrees latitude (g = 980.6199 gals.).
 AI9720
 AI9720.The modeled gravity was interpolated from observed gravity values.
 AI9720
 AI9720;                    North         East    Units  Estimated Accuracy
 AI9720;SPC NJ       -    40,040.      121,710.      MT  (+/- 180 meters Scaled)
 AI9720
 AI9720                          SUPERSEDED SURVEY CONTROL
 AI9720
 AI9720.No superseded survey control is available for this station.
 AI9720
 AI9720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ148382(NAD 83)
 AI9720_MARKER: DD = SURVEY DISK
 AI9720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9720_STAMPING: 2771
 AI9720_MARK LOGO: NJGS  
 AI9720_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9720+STABILITY: SURFACE MOTION
 AI9720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9720+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2006
 AI9720
 AI9720  HISTORY     - Date     Condition        Report By
 AI9720  HISTORY     - 1937     MONUMENTED       NJGS
 AI9720  HISTORY     - 19980318 GOOD             NJGS
 AI9720  HISTORY     - 20060818 GOOD             GEOCAC
 AI9720
 AI9720                          STATION DESCRIPTION
 AI9720
 AI9720'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9720'THE STATION IS LOCATED IN DENNIS TOWNSHIP ON THE NORTH SIDE OF STATE
 AI9720'ROUTE 47.  TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE
 AI9720'47 AND DENNISVILLE PETERSBURG ROAD, COUNTY ROAD 610, IN DENNISVILLE,
 AI9720'GO NORTHWEST ON STATE ROUTE 47 FOR 0.20 MI (0.32 KM) TO THE STATION ON
 AI9720'THE RIGHT, SET FLUSH WITH THE GROUND, OPPOSITE AND ACROSS THE ROAD
 AI9720'FROM AN ANCIENT CEMETERY PLOT.  THE STATION IS 8.3 M (27.2 FT)
 AI9720'NORTHEAST FROM THE CENTERLINE OF STATE ROUTE 47, 20.2 M (66.3 FT) EAST
 AI9720'FROM UTILITY POLE NUMBER 105, 12.3 M (40.4 FT) WEST NORTHWEST FROM
 AI9720'UTILITY POLE NUMBER W 1665, 19.9 M (65.3 FT) NORTHEAST FROM THE
 AI9720'NORTHWEST CORNER OF A METAL FENCE SURROUNDING THE CEMETERY PLOT AND
 AI9720'21.9 M (71.9 FT) NORTHWEST FROM THE NORTHEAST CORNER OF A METAL FENCE
 AI9720'SURROUNDING THE CEMETERY PLOT.
 AI9720
 AI9720                          STATION RECOVERY (2006)
 AI9720
 AI9720'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AI9720'HANDHELD COORDINATES ARE N39-11-36.60 W074-49-39.06
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6524 ***********************************************************************
 KV6524  DESIGNATION -  27731
 KV6524  PID         -  KV6524
 KV6524  STATE/COUNTY-  NJ/SOMERSET
 KV6524  USGS QUAD   -  BOUND BROOK (1995)
 KV6524
 KV6524                         *CURRENT SURVEY CONTROL
 KV6524  ___________________________________________________________________
 KV6524* NAD 83(1996)-  40 35 06.08649(N)    074 30 29.41863(W)     ADJUSTED  
 KV6524* NAVD 88     -        13.8    (meters)      45.     (feet)  VERTCON   
 KV6524  ___________________________________________________________________
 KV6524  X           -   1,295,622.052 (meters)                     COMP
 KV6524  Y           -  -4,674,451.010 (meters)                     COMP
 KV6524  Z           -   4,127,522.140 (meters)                     COMP
 KV6524  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 KV6524  ELLIP HEIGHT-         -19.32  (meters)          (10/23/02) GPS OBS
 KV6524  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KV6524
 KV6524  HORZ ORDER  -  SECOND
 KV6524  ELLP ORDER  -  FOURTH    CLASS I
 KV6524
 KV6524.The horizontal coordinates were established by GPS observations
 KV6524.and adjusted by the National Geodetic Survey in May 1999..
 KV6524
 KV6524.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6524
 KV6524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6524
 KV6524.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6524
 KV6524.The ellipsoidal height was determined by GPS observations
 KV6524.and is referenced to NAD 83.
 KV6524
 KV6524.The geoid height was determined by GEOID03.
 KV6524
 KV6524;                    North         East     Units Scale Factor Converg.
 KV6524;SPC NJ       -   194,469.164   149,308.236   MT  0.99990001   -0 00 19.1
 KV6524;SPC NJ       -   638,020.92    489,855.44   sFT  0.99990001   -0 00 19.1
 KV6524;UTM  18      - 4,492,808.676   541,621.916   MT  0.99962132   +0 19 11.9
 KV6524
 KV6524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6524!SPC NJ       -   1.00000303  x   0.99990001  =   0.99990304
 KV6524!UTM  18      -   1.00000303  x   0.99962132  =   0.99962435
 KV6524
 KV6524                          SUPERSEDED SURVEY CONTROL
 KV6524
 KV6524  ELLIP H (05/14/99)  -19.31   (m)                       GP(       ) 4 1
 KV6524  NAD 83(1986)-  40 35 06.08718(N)    074 30 29.42073(W) AD(       ) 2
 KV6524  NGVD 29 (10/04/91)   14.1    (m)           46.     (f) GPS OBS        
 KV6524
 KV6524.Superseded values are not recommended for survey control.
 KV6524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6524.See file dsdata.txt to determine how the superseded data were derived.
 KV6524
 KV6524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4162292809(NAD 83)
 KV6524_MARKER: DD = SURVEY DISK
 KV6524_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6524_SP_SET: BRIDGE ABUTMENT
 KV6524_STAMPING: 27731
 KV6524_MARK LOGO: NJGS  
 KV6524_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6524+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 KV6524
 KV6524  HISTORY     - Date     Condition        Report By
 KV6524  HISTORY     - 1982     MONUMENTED       NJGS
 KV6524  HISTORY     - 19900124 GOOD             NJGS
 KV6524  HISTORY     - 20050706 GOOD             INDIV
 KV6524
 KV6524                          STATION DESCRIPTION
 KV6524
 KV6524'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6524'THE STATION IS LOCATED IN GREEN BROOK TOWNSHIP, ON THE SOUTHWEST SIDE
 KV6524'OF SERBINGS MILLS ROAD, IN THE NORTHWEST CORNER OF THE NORTH ABUTMENT
 KV6524'OF THE BRIDGE OVER GREEN BROOK, THE SOMERSET, MIDDLESEX COUNTY LINE.
 KV6524'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 527, MOUNTAIN
 KV6524'AVENUE, AND U.S. HIGHWAY 22 AT THE NORTHEAST CORNER OF BOUND BROOK
 KV6524'BOROUGH, GO 1.6 KM (0.99 MI) NORTHEAST ON ROUTE 22 TO THE JUGHANDLE
 KV6524'EXIT ONTO SERBINGS MILLS GREEN BROOK ROAD, TURN RIGHT AND GO 0.16 KM
 KV6524'(0.10 MI) SOUTHEAST TO THE BRIDGE OVER GREEN BROOK AND THE STATION ON
 KV6524'THE RIGHT.  IT IS 0.5 M (1.64 FT) WEST NORTHWEST OF THE NORTH END OF
 KV6524'THE CONCRETE BRIDGE BALUSTRADE, 1.4 M (4.59 FT) SOUTH OF POLE 61540,
 KV6524'2.4 M (7.87 FT) NORTHWEST OF THE CURBLINE AND 7.3 M (23.95 FT)
 KV6524'NORTHWEST OF CENTERLINE OF THE ROAD.  THE STATION IS FLUSH WITH THE
 KV6524'CONCRETE.
 KV6524
 KV6524                          STATION RECOVERY (2005)
 KV6524
 KV6524'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (LUD)
 KV6524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6906 ***********************************************************************
 KV6906  DESIGNATION -  27809
 KV6906  PID         -  KV6906
 KV6906  STATE/COUNTY-  NJ/MORRIS
 KV6906  USGS QUAD   -  CHATHAM (1981)
 KV6906
 KV6906                         *CURRENT SURVEY CONTROL
 KV6906  ___________________________________________________________________
 KV6906* NAD 83(1996)-  40 42 48.78484(N)    074 24 27.05679(W)     ADJUSTED  
 KV6906* NAVD 88     -        66.2    (meters)     217.     (feet)  GPS OBS   
 KV6906  ___________________________________________________________________
 KV6906  X           -   1,301,343.658 (meters)                     COMP
 KV6906  Y           -  -4,663,250.812 (meters)                     COMP
 KV6906  Z           -   4,138,385.268 (meters)                     COMP
 KV6906  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 KV6906  ELLIP HEIGHT-          33.40  (meters)          (10/23/02) GPS OBS
 KV6906  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV6906
 KV6906  HORZ ORDER  -  FIRST
 KV6906  ELLP ORDER  -  FOURTH    CLASS I
 KV6906
 KV6906.The horizontal coordinates were established by GPS observations
 KV6906.and adjusted by the National Geodetic Survey in May 1999..
 KV6906
 KV6906.The orthometric height was determined by GPS observations and a
 KV6906.high-resolution geoid model.
 KV6906
 KV6906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6906
 KV6906.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6906
 KV6906.The ellipsoidal height was determined by GPS observations
 KV6906.and is referenced to NAD 83.
 KV6906
 KV6906.The geoid height was determined by GEOID03.
 KV6906
 KV6906;                    North         East     Units Scale Factor Converg.
 KV6906;SPC NJ       -   208,744.409   157,813.986   MT  0.99990075   +0 03 37.2
 KV6906;SPC NJ       -   684,855.62    517,761.39   sFT  0.99990075   +0 03 37.2
 KV6906;UTM  18      - 4,507,128.115   550,044.065   MT  0.99963082   +0 23 11.3
 KV6906
 KV6906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6906!SPC NJ       -   0.99999476  x   0.99990075  =   0.99989551
 KV6906!UTM  18      -   0.99999476  x   0.99963082  =   0.99962558
 KV6906
 KV6906                          SUPERSEDED SURVEY CONTROL
 KV6906
 KV6906  ELLIP H (05/14/99)   33.41   (m)                       GP(       ) 4 1
 KV6906  NAD 83(1996)-  40 42 48.78409(N)    074 24 27.05753(W) AD(       ) 1
 KV6906  NAD 83(1986)-  40 42 48.78410(N)    074 24 27.05841(W) AD(       ) 1
 KV6906
 KV6906.Superseded values are not recommended for survey control.
 KV6906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6906.See file dsdata.txt to determine how the superseded data were derived.
 KV6906
 KV6906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5004407128(NAD 83)
 KV6906_MARKER: DB = BENCH MARK DISK
 KV6906_SETTING: 0 = UNSPECIFIED SETTING
 KV6906_STAMPING: 27809 NJGS 218.37 FT.
 KV6906_MARK LOGO: NJGS  
 KV6906_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6906+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1992
 KV6906
 KV6906  HISTORY     - Date     Condition        Report By
 KV6906  HISTORY     - UNK      MONUMENTED
 KV6906  HISTORY     - 19921007 GOOD             NJGS
 KV6906
 KV6906                          STATION DESCRIPTION
 KV6906
 KV6906'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6906'THE STATION IS LOCATED IN CHATHAM TOWNSHIP ON THE SOUTH SIDE OF A
 KV6906'BRIDGE CARRYING PASSAIC STREET OVER THE PASSAIC RIVER ON THE MORRIS
 KV6906'AND UNION COUNTY LINE.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV6906'INTERSTATE HIGHWAY 78 AND HILLCREST ROAD, COUNTY ROAD 531, AT
 KV6906'INTERCHANGE 40, GO NORTH ON HILLCREST ROAD FOR 1.05 MI (1.69 KM) TO
 KV6906'THE CROSSROADS INTERSECTION WITH COUNTY ROAD 622.  BEAR TO THE LEFT
 KV6906'AND CONTINUE NORTH ON HILLCREST ROAD FOR 0.75 MI (1.21 KM) TO THE
 KV6906'CROSSROADS INTERSECTION WITH VALLEY ROAD, COUNTY ROAD 512, TO THE
 KV6906'EAST AND WEST AND MOUNTAIN AVENUE, COUNTY ROAD 638 TO THE NORTH.
 KV6906'TURN RIGHT AND GO EAST ON VALLEY ROAD, COUNTY ROAD 512 FOR 0.85 MI
 KV6906'(1.37 KM) TO THE UNION COUNTY LINE.  CONTINUE EAST ON SPRINGFIELD
 KV6906'AVENUE, COUNTY ROAD 512 FOR 2.95 MI (4.75 KM) TO THE INTERSECTION
 KV6906'WITH SOUTH STREET.  TURN LEFT AND GO NORTH NORTHWEST ON SOUTH STREET
 KV6906'FOR 0.5 MI (0.80 KM) TO THE BRIDGE, AND THE STATION ON THE LEFT JUST
 KV6906'PAST THE COUNTY LINE, SET FLUSH IN THE TOP OF THE NORTHWEST CONCRETE
 KV6906'PARAPET PYLON, WITH THE MORRIS COUNTY 1975 NAMEPLATE.  THE STATION IS
 KV6906'8.7 M (28.54 FT) SOUTHWEST FROM THE CENTERLINE OF PASSAIC STREET, 2.0
 KV6906'M (6.56 FT) SOUTHWEST FROM THE SOUTHWEST CURB OF PASSAIC STREET, 7.5
 KV6906'M (24.61 FT) SOUTH SOUTHWEST FROM AN INLET ON THE WEST SIDE OF
 KV6906'PASSAIC STREET, 7.0 M (22.97 FT) SOUTH SOUTHEAST FROM A LARGE UTILITY
 KV6906'MANHOLE ADJACENT TO THE STEEL GUIDE RAIL AT THE NORTHWEST CORNER OF
 KV6906'THE BRIDGE AND 23.7 M (77.76 FT) NORTHWEST FROM THE CENTERLINE OF THE
 KV6906'BRIDGE.  A TRIVET WILL MAKE OBSERVATIONS ON THE STATION EASIER.  THE
 KV6906'DISK HAS BEEN MARRED AND THE STAMPING OF THE ELEVATION VALUE IS
 KV6906'DIFFICULT TO READ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6252 ***********************************************************************
 KV6252  DESIGNATION -  27835
 KV6252  PID         -  KV6252
 KV6252  STATE/COUNTY-  NJ/MONMOUTH
 KV6252  USGS QUAD   -  ASBURY PARK (1989)
 KV6252
 KV6252                         *CURRENT SURVEY CONTROL
 KV6252  ___________________________________________________________________
 KV6252* NAD 83(1986)-  40 12 05.     (N)    074 01 06.     (W)     SCALED    
 KV6252* NAVD 88     -         7.491  (meters)      24.58   (feet)  ADJUSTED  
 KV6252  ___________________________________________________________________
 KV6252  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV6252  DYNAMIC HT  -           7.487 (meters)      24.56  (feet)  COMP
 KV6252  MODELED GRAV-     980,169.0   (mgal)                       NAVD 88
 KV6252
 KV6252  VERT ORDER  -  FIRST     CLASS II
 KV6252
 KV6252.The horizontal coordinates were scaled from a topographic map and have
 KV6252.an estimated accuracy of +/- 6 seconds.
 KV6252
 KV6252.The orthometric height was determined by differential leveling
 KV6252.and adjusted by the National Geodetic Survey in June 1991..
 KV6252
 KV6252.The geoid height was determined by GEOID03.
 KV6252
 KV6252.The dynamic height is computed by dividing the NAVD 88
 KV6252.geopotential number by the normal gravity value computed on the
 KV6252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6252.degrees latitude (g = 980.6199 gals.).
 KV6252
 KV6252.The modeled gravity was interpolated from observed gravity values.
 KV6252
 KV6252;                    North         East    Units  Estimated Accuracy
 KV6252;SPC NJ       -   151,990.      191,010.      MT  (+/- 180 meters Scaled)
 KV6252
 KV6252                          SUPERSEDED SURVEY CONTROL
 KV6252
 KV6252  NGVD 29 (01/10/92)    7.821  (m)           25.66   (f) ADJUSTED    1 2
 KV6252
 KV6252.Superseded values are not recommended for survey control.
 KV6252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6252.See file dsdata.txt to determine how the superseded data were derived.
 KV6252
 KV6252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK835505(NAD 83)
 KV6252_MARKER: DD = SURVEY DISK
 KV6252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6252_SP_SET: CONCRETE POST
 KV6252_STAMPING: 27835
 KV6252_MARK LOGO: NJGS  
 KV6252_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6252+STABILITY: SURFACE MOTION
 KV6252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6252+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1989
 KV6252
 KV6252  HISTORY     - Date     Condition        Report By
 KV6252  HISTORY     - 1984     MONUMENTED       NJGS
 KV6252  HISTORY     - 19890509 GOOD             NJGS
 KV6252
 KV6252                          STATION DESCRIPTION
 KV6252
 KV6252'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6252'THE STATION IS IN BRADLEY BEACH, AT THE NORTHEAST QUADRANT OF THE
 KV6252'INTERSECTION OF STATE HIGHWY ROUTE 71, MAIN STREET, AND FOURTH
 KV6252'AVENUE.  THE STATION IS 21.21 M (69.59 FT) NORTH OF THE CENTERLINE OF
 KV6252'FOURTH AVENUE, 8.2 M (26.9 FT) EAST OF THE CENTERLINE OF MAIN STREET,
 KV6252'8.94 M (29.33 FT) SOUTH SOUTHWEST OF A THREE STORY BRICK BUILDING,
 KV6252'1.2 M (3.9 FT) EAST OF THE CURBLINE OF MAIN STREET AND IN THE
 KV6252'ENTRANCEWAY TO A SMALL TWO STORE SHOPPING CENTER.  THE STATION IS
 KV6252'FLUSH WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5241 ***********************************************************************
 AA5241  DESIGNATION -  27839
 AA5241  PID         -  AA5241
 AA5241  STATE/COUNTY-  NJ/MONMOUTH
 AA5241  USGS QUAD   -  ASBURY PARK (1989)
 AA5241
 AA5241                         *CURRENT SURVEY CONTROL
 AA5241  ___________________________________________________________________
 AA5241* NAD 83(1996)-  40 13 31.77434(N)    074 00 18.55461(W)     ADJUSTED  
 AA5241* NAVD 88     -         4.9    (meters)      16.     (feet)  GPS OBS   
 AA5241  ___________________________________________________________________
 AA5241  X           -   1,343,738.899 (meters)                     COMP
 AA5241  Y           -  -4,687,765.929 (meters)                     COMP
 AA5241  Z           -   4,097,116.067 (meters)                     COMP
 AA5241  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 AA5241  ELLIP HEIGHT-         -27.89  (meters)          (10/23/02) GPS OBS
 AA5241  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 AA5241
 AA5241  HORZ ORDER  -  FIRST
 AA5241  ELLP ORDER  -  FOURTH    CLASS I
 AA5241
 AA5241.The horizontal coordinates were established by GPS observations
 AA5241.and adjusted by the National Geodetic Survey in May 1999..
 AA5241
 AA5241.The orthometric height was determined by GPS observations and a
 AA5241.high-resolution geoid model.
 AA5241
 AA5241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5241
 AA5241.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5241
 AA5241.The ellipsoidal height was determined by GPS observations
 AA5241.and is referenced to NAD 83.
 AA5241
 AA5241.The geoid height was determined by GEOID03.
 AA5241
 AA5241;                    North         East     Units Scale Factor Converg.
 AA5241;SPC NJ       -   154,667.358   192,113.354   MT  0.99992183   +0 19 10.5
 AA5241;SPC NJ       -   507,437.82    630,291.90   sFT  0.99992183   +0 19 10.5
 AA5241;UTM  18      - 4,453,259.782   584,640.475   MT  0.99968819   +0 38 33.0
 AA5241
 AA5241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5241!SPC NJ       -   1.00000438  x   0.99992183  =   0.99992620
 AA5241!UTM  18      -   1.00000438  x   0.99968819  =   0.99969256
 AA5241
 AA5241                          SUPERSEDED SURVEY CONTROL
 AA5241
 AA5241  ELLIP H (05/14/99)  -27.91   (m)                       GP(       ) 4 1
 AA5241  NAD 83(1992)-  40 13 31.77393(N)    074 00 18.55657(W) AD(       ) 1
 AA5241  ELLIP H (05/22/95)  -27.88   (m)                       GP(       ) 3 1
 AA5241
 AA5241.Superseded values are not recommended for survey control.
 AA5241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5241.See file dsdata.txt to determine how the superseded data were derived.
 AA5241
 AA5241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8464053260(NAD 83)
 AA5241_MARKER: DD = SURVEY DISK
 AA5241_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA5241_SP_SET: BRIDGE SIDEWALK
 AA5241_STAMPING: 27839
 AA5241_MARK LOGO: NJGS  
 AA5241_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5241+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5241
 AA5241  HISTORY     - Date     Condition        Report By
 AA5241  HISTORY     - 1993     MONUMENTED       NJGS
 AA5241  HISTORY     - 20030725 MARK NOT FOUND   GEOCAC
 AA5241  HISTORY     - 20030819 MARK NOT FOUND   INDIV
 AA5241
 AA5241                          STATION DESCRIPTION
 AA5241
 AA5241'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993 (ECB)
 AA5241'THE STATION IS LOCATED IN THE CITY OF ASBURY PARK.  TO REACH THE
 AA5241'STATION FROM THE INTERSECTION OF MAIN STREET, STATE ROUTE 71 AND
 AA5241'ASBURY AVENUE, STATE ROUTE 66 AND COUNTY ROAD 16, GO NORTH ON STATE
 AA5241'ROUTE 71 FOR 0.3 MI (0.5 KM) TO THE INTERSECTION WITH FOURTH AVENUE.
 AA5241'TURN RIGHT AND GO EAST ON FOURTH AVENUE FOR 0.25 MI (0.40 KM) TO THE
 AA5241'INTERSECTION WITH GRAND AVENUE.  TURN LEFT AND GO NORTH ON GRAND
 AA5241'AVENUE FOR 0.15 MI (0.24 KM) TO THE BRIDGE OVER SUNSET LAKE AND THE
 AA5241'STATION ON THE RIGHT.  THE STATION IS 0.45 M (1.48 FT) SOUTHEAST FROM
 AA5241'THE EAST CURB OF GRAND AVENUE, 1.3 M (4.3 FT) NORTHWEST FROM THE EAST
 AA5241'WALL OF THE BRIDGE, 26.8 M (87.9 FT) SOUTHWEST FROM AN ALUMINUM
 AA5241'OVERHEAD LIGHT POLE NUMBER 175 ON THE EAST SIDE OF GRAND AVENUE AND
 AA5241'5.1 M (16.7 FT) SOUTHWEST FROM THE SOUTH END OF A MOSAIC TILE SIGN ON
 AA5241'THE EAST SIDE OF THE BRIDGE.  THE STATION IS SET FLUSH IN A DRILL HOLE
 AA5241'IN THE BRIDGE SIDEWALK.
 AA5241
 AA5241                          STATION RECOVERY (2003)
 AA5241
 AA5241'RECOVERY NOTE BY GEOCACHING 2003 (JS)
 AA5241'BRIDGE WHERE THIS SURVEY DISK WAS LOCATED WAS COMPLETELY REBUILT IN
 AA5241'2002 AND THE SURVEY DISK IS COMPLETELY GONE.
 AA5241' 
 AA5241
 AA5241                          STATION RECOVERY (2003)
 AA5241
 AA5241'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RMG)
 AA5241'THIS MARK IS DESTROYED. THE LOCATION AND THE MOSAIC TILE SIGN ALONG
 AA5241'WITH A PLAQUE SHOWING BRIDGE REHABILITATION DATED 2002, BRIDGE NO
 AA5241'N-14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9806 ***********************************************************************
 DE9806  DESIGNATION -  27842
 DE9806  PID         -  DE9806
 DE9806  STATE/COUNTY-  NJ/MERCER
 DE9806  USGS QUAD   -  TRENTON EAST (1981)
 DE9806
 DE9806                         *CURRENT SURVEY CONTROL
 DE9806  ___________________________________________________________________
 DE9806* NAD 83(1986)-  40 11 07.     (N)    074 40 44.     (W)     SCALED    
 DE9806* NAVD 88     -        21.386  (meters)      70.16   (feet)  ADJUSTED  
 DE9806  ___________________________________________________________________
 DE9806  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 DE9806  DYNAMIC HT  -          21.377 (meters)      70.13  (feet)  COMP
 DE9806  MODELED GRAV-     980,193.8   (mgal)                       NAVD 88
 DE9806
 DE9806  VERT ORDER  -  FIRST     CLASS II
 DE9806
 DE9806.The horizontal coordinates were scaled from a topographic map and have
 DE9806.an estimated accuracy of +/- 6 seconds.
 DE9806
 DE9806.The orthometric height was determined by differential leveling
 DE9806.and adjusted by the National Geodetic Survey in March 2005..
 DE9806
 DE9806.The geoid height was determined by GEOID03.
 DE9806
 DE9806.The dynamic height is computed by dividing the NAVD 88
 DE9806.geopotential number by the normal gravity value computed on the
 DE9806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9806.degrees latitude (g = 980.6199 gals.).
 DE9806
 DE9806.The modeled gravity was interpolated from observed gravity values.
 DE9806
 DE9806;                    North         East    Units  Estimated Accuracy
 DE9806;SPC NJ       -   150,100.      134,770.      MT  (+/- 180 meters Scaled)
 DE9806
 DE9806                          SUPERSEDED SURVEY CONTROL
 DE9806
 DE9806.No superseded survey control is available for this station.
 DE9806
 DE9806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK273483(NAD 83)
 DE9806_MARKER: DD = SURVEY DISK
 DE9806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9806_STAMPING: 27842
 DE9806_MARK LOGO: NJGS  
 DE9806_PROJECTION: RECESSED 10 CENTIMETERS
 DE9806_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9806+STABILITY: SURFACE MOTION
 DE9806_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9806+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 DE9806
 DE9806  HISTORY     - Date     Condition        Report By
 DE9806  HISTORY     - 2002     MONUMENTED       NJGS
 DE9806  HISTORY     - 20020708 GOOD             NJGS
 DE9806
 DE9806                          STATION DESCRIPTION
 DE9806
 DE9806'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DE9806'THE STATION IS LOCATED IN HAMILTON TOWNSHIP ON THE NORTHEAST SIDE OF
 DE9806'SOUTH BROAD
 DE9806'STREET, COUNTY ROAD 524 AT THE EAST CORNER OF THE INTERSECTION WITH
 DE9806'SUNNYBRAE
 DE9806'BOULEVARD AND IN FRONT OF THE DOVER PARK PLAZA SHOPPING CENTER.  THE
 DE9806'STATION IS 3.0 M
 DE9806'NORTHEAST FROM A FIRE HYDRANT, 6.6 M NORTH FROM WOOD UTILITY POLE
 DE9806'NUMBER 72484 HM, 16.4
 DE9806'M SOUTHEAST FROM A TRAFFIC SIGNAL BASE, 5.1 M EAST FROM THE EAST
 DE9806'CORNER OF A STATE
 DE9806'HIGHWAY DEPARTMENT CONCRETE RECTANGULAR UTILITY MANHOLE, AND 1.3 M
 DE9806'NORTHEAST FROM
 DE9806'AND NORMAL TO THE NORTHEAST EDGE OF A CONCRETE SIDEWALK.  THE STATION
 DE9806'IS SET ABOUT 0.1
 DE9806'M BELOW THE GROUND.
 DE9806' 
 DE9806' 
 DE9806'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6025 ***********************************************************************
 KV6025  DESIGNATION -  28004
 KV6025  PID         -  KV6025
 KV6025  STATE/COUNTY-  NJ/MERCER
 KV6025  USGS QUAD   -  TRENTON EAST (1981)
 KV6025
 KV6025                         *CURRENT SURVEY CONTROL
 KV6025  ___________________________________________________________________
 KV6025* NAD 83(1986)-  40 13 11.     (N)    074 44 43.     (W)     SCALED    
 KV6025* NAVD 88     -        19.577  (meters)      64.23   (feet)  ADJUSTED  
 KV6025  ___________________________________________________________________
 KV6025  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KV6025  DYNAMIC HT  -          19.568 (meters)      64.20  (feet)  COMP
 KV6025  MODELED GRAV-     980,179.4   (mgal)                       NAVD 88
 KV6025
 KV6025  VERT ORDER  -  FIRST     CLASS I
 KV6025
 KV6025.The horizontal coordinates were scaled from a topographic map and have
 KV6025.an estimated accuracy of +/- 6 seconds.
 KV6025
 KV6025.The orthometric height was determined by differential leveling
 KV6025.and adjusted by the National Geodetic Survey in June 1991..
 KV6025
 KV6025.The geoid height was determined by GEOID03.
 KV6025
 KV6025.The dynamic height is computed by dividing the NAVD 88
 KV6025.geopotential number by the normal gravity value computed on the
 KV6025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6025.degrees latitude (g = 980.6199 gals.).
 KV6025
 KV6025.The modeled gravity was interpolated from observed gravity values.
 KV6025
 KV6025;                    North         East    Units  Estimated Accuracy
 KV6025;SPC NJ       -   153,940.      129,120.      MT  (+/- 180 meters Scaled)
 KV6025
 KV6025                          SUPERSEDED SURVEY CONTROL
 KV6025
 KV6025  NGVD 29 (01/10/92)   19.904  (m)           65.30   (f) ADJUSTED    1 1
 KV6025
 KV6025.Superseded values are not recommended for survey control.
 KV6025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6025.See file dsdata.txt to determine how the superseded data were derived.
 KV6025
 KV6025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK216521(NAD 83)
 KV6025_MARKER: DD = SURVEY DISK
 KV6025_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6025_SP_SET: CURB
 KV6025_STAMPING: 28004
 KV6025_MARK LOGO: NJGS  
 KV6025_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6025+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2002
 KV6025
 KV6025  HISTORY     - Date     Condition        Report By
 KV6025  HISTORY     - 1985     MONUMENTED       NJGS
 KV6025  HISTORY     - 19881111 GOOD             NJGS
 KV6025  HISTORY     - 20020506 GOOD             NJGS
 KV6025
 KV6025                          STATION DESCRIPTION
 KV6025
 KV6025'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6025'IN TRENTON, LOCATED IN THE SOUTHWEST DEPRESSED CURB AT THE
 KV6025'INTERSECTION OF CHAMBERS STREET AND GREENWOOD AVENUE, 3.2 M (10.5 FT)
 KV6025'EAST OF POLE NUMBER E60001TN, 5.3 M (17.4 FT) NORTHEAST OF THE
 KV6025'NORTHEAST EDGE OF THE CONCRETE BASE OF WISHBONE CHICKEN SIGN, 5.9 M
 KV6025'(19.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF A TRAFFIC SIGNAL BASE,
 KV6025'SET FLUSH IN THE CURB.
 KV6025
 KV6025                          STATION RECOVERY (2002)
 KV6025
 KV6025'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6024 ***********************************************************************
 KV6024  DESIGNATION -  28005
 KV6024  PID         -  KV6024
 KV6024  STATE/COUNTY-  NJ/MERCER
 KV6024  USGS QUAD   -  TRENTON EAST (1981)
 KV6024
 KV6024                         *CURRENT SURVEY CONTROL
 KV6024  ___________________________________________________________________
 KV6024* NAD 83(1986)-  40 13 01.     (N)    074 44 35.     (W)     SCALED    
 KV6024* NAVD 88     -        18.217  (meters)      59.77   (feet)  ADJUSTED  
 KV6024  ___________________________________________________________________
 KV6024  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KV6024  DYNAMIC HT  -          18.209 (meters)      59.74  (feet)  COMP
 KV6024  MODELED GRAV-     980,180.3   (mgal)                       NAVD 88
 KV6024
 KV6024  VERT ORDER  -  FIRST     CLASS I
 KV6024
 KV6024.The horizontal coordinates were scaled from a topographic map and have
 KV6024.an estimated accuracy of +/- 6 seconds.
 KV6024
 KV6024.The orthometric height was determined by differential leveling
 KV6024.and adjusted by the National Geodetic Survey in June 1991..
 KV6024
 KV6024.The geoid height was determined by GEOID03.
 KV6024
 KV6024.The dynamic height is computed by dividing the NAVD 88
 KV6024.geopotential number by the normal gravity value computed on the
 KV6024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6024.degrees latitude (g = 980.6199 gals.).
 KV6024
 KV6024.The modeled gravity was interpolated from observed gravity values.
 KV6024
 KV6024;                    North         East    Units  Estimated Accuracy
 KV6024;SPC NJ       -   153,630.      129,310.      MT  (+/- 180 meters Scaled)
 KV6024
 KV6024                          SUPERSEDED SURVEY CONTROL
 KV6024
 KV6024  NGVD 29 (01/10/92)   18.544  (m)           60.84   (f) ADJUSTED    1 1
 KV6024
 KV6024.Superseded values are not recommended for survey control.
 KV6024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6024.See file dsdata.txt to determine how the superseded data were derived.
 KV6024
 KV6024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK218518(NAD 83)
 KV6024_MARKER: DD = SURVEY DISK
 KV6024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6024_SP_SET: CONCRETE POST
 KV6024_STAMPING: 28005
 KV6024_MARK LOGO: NJGS  
 KV6024_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6024+STABILITY: SURFACE MOTION
 KV6024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6024+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1988
 KV6024
 KV6024  HISTORY     - Date     Condition        Report By
 KV6024  HISTORY     - 1985     MONUMENTED       NJGS
 KV6024  HISTORY     - 19881111 GOOD             NJGS
 KV6024
 KV6024                          STATION DESCRIPTION
 KV6024
 KV6024'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6024'IN TRENTON, ON THE SOUTHWEST CORNER OF CHAMBERS STREET AND HAMILTON
 KV6024'AVENUE, 4.5 M (14.8 FT) EAST OF AN ORNAMENTAL LAMP POST, 2.6 M
 KV6024'(8.5 FT) NORTHEAST OF THE NORTHWEST CORNER OF A STORE (HAMILTON SWEET
 KV6024'SHOP), NUMBER 551, 2.7 M (8.9 FT) NORTHWEST OF THE NORTHEAST CORNER OF
 KV6024'THE SAME STORE, 1.5 M (4.9 FT) SOUTH OF THE CURB OF HAMILTON AVENUE,
 KV6024'SET IN A PUBLIC SERVICE ELECTRIC AND GAS BOX, 0.2 M (0.7 FT) BELOW THE
 KV6024'LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9804 ***********************************************************************
 DE9804  DESIGNATION -  28009
 DE9804  PID         -  DE9804
 DE9804  STATE/COUNTY-  NJ/MERCER
 DE9804  USGS QUAD   -  TRENTON EAST (1981)
 DE9804
 DE9804                         *CURRENT SURVEY CONTROL
 DE9804  ___________________________________________________________________
 DE9804* NAD 83(1986)-  40 10 47.     (N)    074 40 21.     (W)     SCALED    
 DE9804* NAVD 88     -        17.430  (meters)      57.18   (feet)  ADJUSTED  
 DE9804  ___________________________________________________________________
 DE9804  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 DE9804  DYNAMIC HT  -          17.423 (meters)      57.16  (feet)  COMP
 DE9804  MODELED GRAV-     980,195.5   (mgal)                       NAVD 88
 DE9804
 DE9804  VERT ORDER  -  FIRST     CLASS II
 DE9804
 DE9804.The horizontal coordinates were scaled from a topographic map and have
 DE9804.an estimated accuracy of +/- 6 seconds.
 DE9804
 DE9804.The orthometric height was determined by differential leveling
 DE9804.and adjusted by the National Geodetic Survey in March 2005..
 DE9804.No vertical observational check was made to the station.
 DE9804
 DE9804.The geoid height was determined by GEOID03.
 DE9804
 DE9804.The dynamic height is computed by dividing the NAVD 88
 DE9804.geopotential number by the normal gravity value computed on the
 DE9804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9804.degrees latitude (g = 980.6199 gals.).
 DE9804
 DE9804.The modeled gravity was interpolated from observed gravity values.
 DE9804
 DE9804;                    North         East    Units  Estimated Accuracy
 DE9804;SPC NJ       -   149,480.      135,310.      MT  (+/- 180 meters Scaled)
 DE9804
 DE9804                          SUPERSEDED SURVEY CONTROL
 DE9804
 DE9804.No superseded survey control is available for this station.
 DE9804
 DE9804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK278477(NAD 83)
 DE9804_MARKER: DD = SURVEY DISK
 DE9804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9804_STAMPING: 28009
 DE9804_MARK LOGO: NJGS  
 DE9804_PROJECTION: RECESSED 30 CENTIMETERS
 DE9804_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9804+STABILITY: SURFACE MOTION
 DE9804_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9804+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 DE9804
 DE9804  HISTORY     - Date     Condition        Report By
 DE9804  HISTORY     - 2002     MONUMENTED       NJGS
 DE9804  HISTORY     - 20020708 GOOD             NJGS
 DE9804
 DE9804                          STATION DESCRIPTION
 DE9804
 DE9804'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DE9804'THE STATION IS LOCATED IN HAMILTON TOWNSHIP ON THE SOUTHWEST SIDE OF
 DE9804'SOUTH BROAD
 DE9804'STREET, COUNTY ROAD 524 AT THE FIVE POINT INTERSECTION OF SOUTH BROAD
 DE9804'STREET, YARDVILLE
 DE9804'GROVEVILLE ROAD, CROSSWICKS ROAD, YARDVILLE ALLENTOWN ROAD, AND
 DE9804'YARDVILLE HAMILTON
 DE9804'SQUARE ROAD.  THE STATION IS SET ABOUT 0.3 M BELOW THE GROUND IN A
 DE9804'SQUARE STEEL VALVE
 DE9804'BOX, DIRECTLY IN FRONT OF AN EXXON GASOLINE FILLING STATION.
 DE9804' 
 DE9804' 
 DE9804'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6707 ***********************************************************************
 KV6707  DESIGNATION -  28010
 KV6707  PID         -  KV6707
 KV6707  STATE/COUNTY-  NJ/MIDDLESEX
 KV6707  USGS QUAD   -  MONMOUTH JUNCTION (1981)
 KV6707
 KV6707                         *CURRENT SURVEY CONTROL
 KV6707  ___________________________________________________________________
 KV6707* NAD 83(1996)-  40 23 04.57558(N)    074 31 06.86343(W)     ADJUSTED  
 KV6707* NAVD 88     -        29.9    (meters)      98.     (feet)  GPS OBS   
 KV6707  ___________________________________________________________________
 KV6707  X           -   1,298,633.621 (meters)                     COMP
 KV6707  Y           -  -4,688,623.030 (meters)                     COMP
 KV6707  Z           -   4,110,605.794 (meters)                     COMP
 KV6707  LAPLACE CORR-           5.83  (seconds)                    DEFLEC99
 KV6707  ELLIP HEIGHT-          -3.02  (meters)          (10/23/02) GPS OBS
 KV6707  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KV6707
 KV6707  HORZ ORDER  -  FIRST
 KV6707  ELLP ORDER  -  FOURTH    CLASS I
 KV6707
 KV6707.The horizontal coordinates were established by GPS observations
 KV6707.and adjusted by the National Geodetic Survey in May 1999..
 KV6707
 KV6707.The orthometric height was determined by GPS observations and a
 KV6707.high-resolution geoid model.
 KV6707
 KV6707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6707
 KV6707.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6707
 KV6707.The ellipsoidal height was determined by GPS observations
 KV6707.and is referenced to NAD 83.
 KV6707
 KV6707.The geoid height was determined by GEOID03.
 KV6707
 KV6707;                    North         East     Units Scale Factor Converg.
 KV6707;SPC NJ       -   172,216.126   148,423.057   MT  0.99990003   -0 00 43.3
 KV6707;SPC NJ       -   565,012.41    486,951.31   sFT  0.99990003   -0 00 43.3
 KV6707;UTM  18      - 4,470,557.192   540,863.044   MT  0.99962055   +0 18 42.9
 KV6707
 KV6707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6707!SPC NJ       -   1.00000047  x   0.99990003  =   0.99990050
 KV6707!UTM  18      -   1.00000047  x   0.99962055  =   0.99962102
 KV6707
 KV6707                          SUPERSEDED SURVEY CONTROL
 KV6707
 KV6707  NAD 83(1986)-  40 23 04.57545(N)    074 31 06.86579(W) AD(       ) 1
 KV6707
 KV6707.Superseded values are not recommended for survey control.
 KV6707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6707.See file dsdata.txt to determine how the superseded data were derived.
 KV6707
 KV6707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4086370557(NAD 83)
 KV6707_MARKER: DD = SURVEY DISK
 KV6707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6707_SP_SET: CONCRETE POST
 KV6707_STAMPING: 28010
 KV6707_MARK LOGO: NJGS  
 KV6707_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6707+STABILITY: SURFACE MOTION
 KV6707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6707+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2006
 KV6707
 KV6707  HISTORY     - Date     Condition        Report By
 KV6707  HISTORY     - 1986     MONUMENTED       NJGS
 KV6707  HISTORY     - 19901115 GOOD             NJGS
 KV6707  HISTORY     - 19910129 GOOD
 KV6707  HISTORY     - 20020905 GOOD             AASCO
 KV6707  HISTORY     - 20040301 GOOD             NJGS
 KV6707  HISTORY     - 20060303 GOOD             AASCO
 KV6707
 KV6707                          STATION DESCRIPTION
 KV6707
 KV6707'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6707'THE STATION IS LOCATED IN SOUTH BRUNSWICK TOWNSHIP, ON THE EAST SIDE
 KV6707'OF GEORGES ROAD.  TO REACH THE STATION FROM THE JUNCTION OF GEORGES
 KV6707'ROAD AND MONMOUTH JUNCTION JAMESBURG ROAD, COUNTY ROAD 522, NORTHWEST
 KV6707'OF DAYTON, GO 0.8 MI (1.3 KM) NORTHWEST ON GEORGES ROAD TO STANLEY
 KV6707'AVENUE ON THE LEFT AND THE STATION ON THE RIGHT BETWEEN THE CURB AND
 KV6707'THE SIDEWALK.  THE STATION IS 8.3 M (27.2 FT) NORTHEAST OF THE
 KV6707'GEORGES ROAD CENTERLINE, 19.7 M (64.6 FT) SOUTHEAST OF THE STANLEY
 KV6707'AVENUE CENTERLINE EXTENDED, 3.2 M (10.5 FT) WEST FROM POLE NUMBER
 KV6707'61738, 30.1 M (98.8 FT) SOUTHEAST FROM POLE NUMBER 61737, 40.4 M
 KV6707'(132.5 FT) SOUTHEAST FROM A HYDRANT ON THE NORTHEAST SIDE OF GEORGES
 KV6707'ROAD, 0.7 M (2.3 FT) NORTHEAST OF THE GEORGES ROAD GUTTERLINE AND 0.2
 KV6707'M (0.7 FT) BELOW THE GROUND.
 KV6707
 KV6707                          STATION RECOVERY (1991)
 KV6707
 KV6707'RECOVERED 1991
 KV6707'RECOVERED IN GOOD CONDITION.
 KV6707
 KV6707                          STATION RECOVERY (2002)
 KV6707
 KV6707'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (GLB)
 KV6707'RECOVERED IN GOOD CONDITION.
 KV6707
 KV6707                          STATION RECOVERY (2004)
 KV6707
 KV6707'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2004 (MVI)
 KV6707'RECOVERED AS DESCRIBED
 KV6707
 KV6707                          STATION RECOVERY (2006)
 KV6707
 KV6707'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (JAL)
 KV6707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4069 ***********************************************************************
 JU4069  DESIGNATION -  28012
 JU4069  PID         -  JU4069
 JU4069  STATE/COUNTY-  NJ/ATLANTIC
 JU4069  USGS QUAD   -  ATLANTIC CITY (1994)
 JU4069
 JU4069                         *CURRENT SURVEY CONTROL
 JU4069  ___________________________________________________________________
 JU4069* NAD 83(1986)-  39 22 06.     (N)    074 24 47.     (W)     SCALED    
 JU4069* NAVD 88     -         1.452  (meters)       4.76   (feet)  ADJUSTED  
 JU4069  ___________________________________________________________________
 JU4069  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 JU4069  DYNAMIC HT  -           1.451 (meters)       4.76  (feet)  COMP
 JU4069  MODELED GRAV-     980,107.3   (mgal)                       NAVD 88
 JU4069
 JU4069  VERT ORDER  -  FIRST     CLASS II
 JU4069
 JU4069.The horizontal coordinates were scaled from a topographic map and have
 JU4069.an estimated accuracy of +/- 6 seconds.
 JU4069
 JU4069.The orthometric height was determined by differential leveling
 JU4069.and adjusted by the National Geodetic Survey in June 1991..
 JU4069
 JU4069.The geoid height was determined by GEOID03.
 JU4069
 JU4069.The dynamic height is computed by dividing the NAVD 88
 JU4069.geopotential number by the normal gravity value computed on the
 JU4069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4069.degrees latitude (g = 980.6199 gals.).
 JU4069
 JU4069.The modeled gravity was interpolated from observed gravity values.
 JU4069
 JU4069;                    North         East    Units  Estimated Accuracy
 JU4069;SPC NJ       -    59,390.      157,490.      MT  (+/- 180 meters Scaled)
 JU4069
 JU4069                          SUPERSEDED SURVEY CONTROL
 JU4069
 JU4069  NGVD 29 (01/10/92)    1.857  (m)            6.09   (f) ADJUSTED    1 2
 JU4069
 JU4069.Superseded values are not recommended for survey control.
 JU4069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4069.See file dsdata.txt to determine how the superseded data were derived.
 JU4069
 JU4069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ505578(NAD 83)
 JU4069_MARKER: DD = SURVEY DISK
 JU4069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4069_SP_SET: CONCRETE POST
 JU4069_STAMPING: 28012
 JU4069_MARK LOGO: NJGS  
 JU4069_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4069+STABILITY: SURFACE MOTION
 JU4069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4069+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1989
 JU4069
 JU4069  HISTORY     - Date     Condition        Report By
 JU4069  HISTORY     - 1986     MONUMENTED       NJGS
 JU4069  HISTORY     - 19891018 GOOD             NJGS
 JU4069
 JU4069                          STATION DESCRIPTION
 JU4069
 JU4069'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 JU4069'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE NORTHWEST SIDE OF
 JU4069'ATLANTIC AVENUE, ON THE NORTHEAST CORNER OF THE JUNCTION OF ATLANTIC
 JU4069'AND NEW HAMPSHIRE AVENUES.  THE STATION IS 2.5 M (8.2 FT) SOUTHEAST
 JU4069'OF POLE NUMBER 3441 ACE, 1.7 M (5.6 FT) EAST OF THE EAST CURBLINE OF
 JU4069'NEW HAMPSHIRE AVENUE, 3.3 M (10.8 FT) NORTH OF THE NORTH CURBLINE
 JU4069'EXTENDED OF ATLANTIC AVENUE, 4.4 M (14.4 FT) NORTHWEST OF A FIRE
 JU4069'HYDRANT, SET IN A 0.5 M (1.6 FT) BY 0.8 M (2.6 FT) RECTANGULAR IRON
 JU4069'BOX IN THE SIDEWALK AREA AND ABOUT 0.25 M (0.82 FT) BELOW THE
 JU4069'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0950 ***********************************************************************
 KV0950  DESIGNATION -  28.21 NJGS
 KV0950  PID         -  KV0950
 KV0950  STATE/COUNTY-  NJ/MIDDLESEX
 KV0950  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV0950
 KV0950                         *CURRENT SURVEY CONTROL
 KV0950  ___________________________________________________________________
 KV0950* NAD 83(1986)-  40 23 30.     (N)    074 23 45.     (W)     SCALED    
 KV0950* NAVD 88     -         8.290  (meters)      27.20   (feet)  POSTED    
 KV0950  ___________________________________________________________________
 KV0950  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KV0950  DYNAMIC HT  -           8.290 (meters)      27.20  (feet)  COMP
 KV0950  MODELED GRAV-     980,199.4   (mgal)                       NAVD 88
 KV0950
 KV0950  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KV0950
 KV0950.The horizontal coordinates were scaled from a topographic map and have
 KV0950.an estimated accuracy of +/- 6 seconds.
 KV0950
 KV0950.The orthometric height was determined by differential leveling
 KV0950.and adjusted by the National Geodetic Survey in 1992..
 KV0950.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KV0950.rate of 4.1 thru 8.0 mm/km.
 KV0950
 KV0950.The geoid height was determined by GEOID03.
 KV0950
 KV0950.The dynamic height is computed by dividing the NAVD 88
 KV0950.geopotential number by the normal gravity value computed on the
 KV0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0950.degrees latitude (g = 980.6199 gals.).
 KV0950
 KV0950.The modeled gravity was interpolated from observed gravity values.
 KV0950
 KV0950;                    North         East    Units  Estimated Accuracy
 KV0950;SPC NJ       -   173,010.      158,840.      MT  (+/- 180 meters Scaled)
 KV0950
 KV0950                          SUPERSEDED SURVEY CONTROL
 KV0950
 KV0950  NGVD 29 (??/??/??)    8.653  (m)           28.39   (f) ADJUSTED    1 2
 KV0950
 KV0950.Superseded values are not recommended for survey control.
 KV0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0950.See file dsdata.txt to determine how the superseded data were derived.
 KV0950
 KV0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK512714(NAD 83)
 KV0950_MARKER: X = CHISELED CROSS
 KV0950_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0950_SP_SET: SEMAPHORE BASE
 KV0950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0950
 KV0950  HISTORY     - Date     Condition        Report By
 KV0950  HISTORY     - UNK      MONUMENTED       NJGS
 KV0950  HISTORY     - 1934     GOOD             CGS
 KV0950
 KV0950                          STATION DESCRIPTION
 KV0950
 KV0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0950'AT SPOTSWOOD.
 KV0950'AT SPOTSWOOD, MIDDLESEX COUNTY, ON THE PENNSYLVANIA RAILROAD,
 KV0950'100 YARDS NORTHEAST OF THE STATION, NORTH OF THE MAIN-LINE TRACK,
 KV0950'BETWEEN THE MAIN-LINE TRACK AND THE SIDING, AND ON THE NORTHWEST
 KV0950'CORNER OF THE CONCRETE BASE OF WHAT WAS FORMERLY A SEMAPHORE
 KV0950'(THE SEMAPHORE HAS BEEN REMOVED AND THE CONCRETE FOUNDATION BLOCK
 KV0950'IS FLUSH WITH THE GROUND.)  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1021 ***********************************************************************
 KV1021  DESIGNATION -  2842
 KV1021  PID         -  KV1021
 KV1021  STATE/COUNTY-  NJ/BURLINGTON
 KV1021  USGS QUAD   -  BRISTOL (1981)
 KV1021
 KV1021                         *CURRENT SURVEY CONTROL
 KV1021  ___________________________________________________________________
 KV1021* NAD 83(1996)-  40 06 33.59197(N)    074 47 07.17067(W)     ADJUSTED  
 KV1021* NAVD 88     -        15.726  (meters)      51.59   (feet)  ADJUSTED  
 KV1021  ___________________________________________________________________
 KV1021  X           -   1,281,970.645 (meters)                     COMP
 KV1021  Y           -  -4,713,663.964 (meters)                     COMP
 KV1021  Z           -   4,087,266.645 (meters)                     COMP
 KV1021  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 KV1021  ELLIP HEIGHT-         -17.06  (meters)          (10/23/02) GPS OBS
 KV1021  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV1021  DYNAMIC HT  -          15.719 (meters)      51.57  (feet)  COMP
 KV1021  MODELED GRAV-     980,195.4   (mgal)                       NAVD 88
 KV1021
 KV1021  HORZ ORDER  -  FIRST
 KV1021  VERT ORDER  -  FIRST     CLASS II
 KV1021  ELLP ORDER  -  FOURTH    CLASS I
 KV1021
 KV1021.The horizontal coordinates were established by GPS observations
 KV1021.and adjusted by the National Geodetic Survey in May 1999..
 KV1021
 KV1021.The orthometric height was determined by differential leveling
 KV1021.and adjusted by the National Geodetic Survey in June 1991..
 KV1021
 KV1021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1021
 KV1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1021
 KV1021.The ellipsoidal height was determined by GPS observations
 KV1021.and is referenced to NAD 83.
 KV1021
 KV1021.The geoid height was determined by GEOID03.
 KV1021
 KV1021.The dynamic height is computed by dividing the NAVD 88
 KV1021.geopotential number by the normal gravity value computed on the
 KV1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1021.degrees latitude (g = 980.6199 gals.).
 KV1021
 KV1021.The modeled gravity was interpolated from observed gravity values.
 KV1021
 KV1021;                    North         East     Units Scale Factor Converg.
 KV1021;SPC NJ       -   141,691.866   125,676.300   MT  0.99990728   -0 11 01.8
 KV1021;SPC NJ       -   464,867.40    412,322.99   sFT  0.99990728   -0 11 01.8
 KV1021;SPC PA S     -    90,404.751   852,707.544   MT  0.99997715   +1 55 24.5
 KV1021;SPC PA S     -   296,602.92  2,797,591.33   sFT  0.99997715   +1 55 24.5
 KV1021;UTM  18      - 4,439,914.098   518,295.326   MT  0.99960412   +0 08 17.9
 KV1021
 KV1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1021!SPC NJ       -   1.00000268  x   0.99990728  =   0.99990996
 KV1021!SPC PA S     -   1.00000268  x   0.99997715  =   0.99997983
 KV1021!UTM  18      -   1.00000268  x   0.99960412  =   0.99960680
 KV1021
 KV1021                          SUPERSEDED SURVEY CONTROL
 KV1021
 KV1021  ELLIP H (05/14/99)  -17.07   (m)                       GP(       ) 4 1
 KV1021  NAD 83(1992)-  40 06 33.59124(N)    074 47 07.17073(W) AD(       ) 1
 KV1021  ELLIP H (12/16/96)  -17.10   (m)                       GP(       ) 2 1
 KV1021  ELLIP H (01/27/92)  -17.00   (m)                       GP(       ) 4 1
 KV1021  NAD 83(1986)-  40 06 33.58731(N)    074 47 07.17137(W) AD(       ) 2
 KV1021  NAD 27      -  40 06 33.19125(N)    074 47 08.58961(W) AD(       ) 2
 KV1021  NAVD 88 (12/16/96)   15.73   (m)           51.6    (f) LEVELING    3  
 KV1021  NGVD 29 (01/10/92)   16.048  (m)           52.65   (f) ADJUSTED    1 2
 KV1021
 KV1021.Superseded values are not recommended for survey control.
 KV1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1021.See file dsdata.txt to determine how the superseded data were derived.
 KV1021
 KV1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1829539914(NAD 83)
 KV1021_MARKER: DD = SURVEY DISK
 KV1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1021_SP_SET: CONCRETE POST
 KV1021_STAMPING: 2842 52.766
 KV1021_MARK LOGO: NJGS  
 KV1021_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1021+STABILITY: SURFACE MOTION
 KV1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1021+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2001
 KV1021
 KV1021  HISTORY     - Date     Condition        Report By
 KV1021  HISTORY     - 1935     MONUMENTED       NJGS
 KV1021  HISTORY     - 1974     GOOD             NGS
 KV1021  HISTORY     - 19871111 GOOD
 KV1021  HISTORY     - 19881111 GOOD             NGS
 KV1021  HISTORY     - 19890117 GOOD
 KV1021  HISTORY     - 19900523 GOOD             NJGS
 KV1021  HISTORY     - 19960524 GOOD             USPSQD
 KV1021  HISTORY     - 20010202 GOOD             NJGS
 KV1021
 KV1021                          STATION DESCRIPTION
 KV1021
 KV1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1021'5.3 MI SW FROM BORDENTOWN.
 KV1021'5.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 130 FROM THE SOUTH
 KV1021'INTERSECTION OF U.S. HIGHWAY 206 AT BORDENTOWN, THENCE 0.2 MILE
 KV1021'NORTHWEST ALONG EAST DELAWARE AVENUE TO THE PENN CENTRAL RAILROAD
 KV1021'AT FLORENCE, 26.5 FEET SOUTHWEST OF CENTER LINE OF EAST DELAWARE
 KV1021'AVENUE, 40 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST
 KV1021'TRACK, 18.1 FEET NORTHWEST OF THE NORTHWEST CURB OF STATION ROAD
 KV1021'LEADING SOUTH, 78.6 FEET NORTH-NORTHWEST OF THE NORTH CORNER OF
 KV1021'THE FIRE STATION, 11.4 FEET WEST OF POWER POLE PS1931 FL SUPPORTING
 KV1021'A STREET LIGHT, 5 FEET NORTH OF RAILROAD SIGNAL LIGHT AND SET
 KV1021'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KV1021
 KV1021                          STATION RECOVERY (1987)
 KV1021
 KV1021'RECOVERED 1987
 KV1021'RECOVERED IN GOOD CONDITION.
 KV1021
 KV1021                          STATION RECOVERY (1988)
 KV1021
 KV1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KV1021'RECOVERED IN GOOD CONDITION.
 KV1021
 KV1021                          STATION RECOVERY (1989)
 KV1021
 KV1021'RECOVERED 1989
 KV1021'RECOVERED IN GOOD CONDITION.
 KV1021
 KV1021                          STATION RECOVERY (1990)
 KV1021
 KV1021'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV1021'THE STATION IS LOCATED IN FLORENCE TOWNSHIP ON THE WEST SIDE OF
 KV1021'DELAWARE AVENUE, COUNTY ROAD 656.  TO REACH THE STATION FROM THE
 KV1021'JUNCTION OF U.S.  HIGHWAY 130 AND DELAWARE AVENUE, GO 0.20 MI (0.32
 KV1021'KM) WEST TO THE CONRAIL RAILROAD GRADE CROSSING AND THE STATION ON THE
 KV1021'LEFT.  THE STATION IS 8.1 M (26.6 FT) SOUTHWEST FROM THE CENTERLINE OF
 KV1021'DELAWARE AVENUE, 12.2 M (40.0 FT) SOUTHEAST FROM THE SOUTHEAST RAIL OF
 KV1021'THE SOUTHEAST TRACK, 23.9 M (78.4 FT) NORTHWEST FROM THE NORTH CORNER
 KV1021'OF THE FLORENCE TOWNSHIP FIRE STATION, 3.5 M (11.5 FT) WEST FROM POLE
 KV1021'NUMBER PS1931 FL SUPPORTING A STREET LIGHT, 1.5 M (4.9 FT) NORTH FROM
 KV1021'A RAILROAD SIGNAL LIGHT AND 0.6 M (2.0 FT) SOUTHWEST FROM A CARSONITE
 KV1021'WITNESS POST.  THE STATION IS SET IN THE TOP OF A SQUARE CONCRETE
 KV1021'MONUMENT SET FLUSH WITH THE GROUND.
 KV1021
 KV1021                          STATION RECOVERY (1996)
 KV1021
 KV1021'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV1021'RECOVERED IN GOOD CONDITION.
 KV1021
 KV1021                          STATION RECOVERY (2001)
 KV1021
 KV1021'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV1021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1169 ***********************************************************************
 KV1169  DESIGNATION -  2877
 KV1169  PID         -  KV1169
 KV1169  STATE/COUNTY-  NJ/BURLINGTON
 KV1169  USGS QUAD   -  BEVERLY (1973)
 KV1169
 KV1169                         *CURRENT SURVEY CONTROL
 KV1169  ___________________________________________________________________
 KV1169* NAD 83(1986)-  40 01 59.     (N)    074 58 18.     (W)     SCALED    
 KV1169* NAVD 88     -         4.403  (meters)      14.45   (feet)  ADJUSTED  
 KV1169  ___________________________________________________________________
 KV1169  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV1169  DYNAMIC HT  -           4.401 (meters)      14.44  (feet)  COMP
 KV1169  MODELED GRAV-     980,190.4   (mgal)                       NAVD 88
 KV1169
 KV1169  VERT ORDER  -  FIRST     CLASS II
 KV1169
 KV1169.The horizontal coordinates were scaled from a topographic map and have
 KV1169.an estimated accuracy of +/- 6 seconds.
 KV1169
 KV1169.The orthometric height was determined by differential leveling
 KV1169.and adjusted by the National Geodetic Survey in June 1991..
 KV1169
 KV1169.The geoid height was determined by GEOID03.
 KV1169
 KV1169.The dynamic height is computed by dividing the NAVD 88
 KV1169.geopotential number by the normal gravity value computed on the
 KV1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1169.degrees latitude (g = 980.6199 gals.).
 KV1169
 KV1169.The modeled gravity was interpolated from observed gravity values.
 KV1169
 KV1169;                    North         East    Units  Estimated Accuracy
 KV1169;SPC NJ       -   133,290.      109,750.      MT  (+/- 180 meters Scaled)
 KV1169
 KV1169                          SUPERSEDED SURVEY CONTROL
 KV1169
 KV1169  NGVD 29 (01/10/92)    4.723  (m)           15.50   (f) ADJUSTED    1 2
 KV1169
 KV1169.Superseded values are not recommended for survey control.
 KV1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1169.See file dsdata.txt to determine how the superseded data were derived.
 KV1169
 KV1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK024314(NAD 83)
 KV1169_MARKER: DD = SURVEY DISK
 KV1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1169_STAMPING: 2877 15.572
 KV1169_MARK LOGO: NJGS  
 KV1169_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1169+STABILITY: SURFACE MOTION
 KV1169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1169+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1990
 KV1169
 KV1169  HISTORY     - Date     Condition        Report By
 KV1169  HISTORY     - UNK      MONUMENTED       NJGS
 KV1169  HISTORY     - 1974     GOOD             NGS
 KV1169  HISTORY     - 1984     GOOD             NJGS
 KV1169  HISTORY     - 19900606 GOOD             NJGS
 KV1169
 KV1169                          STATION DESCRIPTION
 KV1169
 KV1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1169'AT RIVERSIDE.
 KV1169'AT RIVERSIDE, AT THE JUNCTION OF NORTH BROAD STREET AND NORMAN
 KV1169'AVENUE, 4.5 FEET NORTH-NORTHWEST OF THE NORTH-NORTHWEST CURB
 KV1169'OF NORTH BROAD STREET, 1 FOOT NORTHEAST OF THE NORTHEAST CURB
 KV1169'OF NORMAN AVENUE, 8.8 FEET NORTHWEST OF TELEPHONE AND POWER
 KV1169'POLE A6019DR WITH STREET LIGHT AND SET IN THE TOP OF A CONCRETE
 KV1169'POST LEVEL WITH THE SIDEWALK.
 KV1169
 KV1169                          STATION RECOVERY (1984)
 KV1169
 KV1169'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1984
 KV1169'AT THE JUNCTION OF ST. MIHILE DRIVE (RUNNING NE) AND NORMAN AVENUE
 KV1169'(TREES INTO ST. MICHIEL FROM NW), AT NORTHEAST ANGLE OF THE
 KV1169'INTERSECTION, 4.5 FEET NORTHWEST OF THE NORTHWEST CURB OF ST MIHIEL,
 KV1169'1.2 FEET NORTHWEST OF POLE 60196, 11.3 FEET NORTHEAST OF NORTHEAST
 KV1169'CURB LINE (EXTENDED) OF NORMAN 27.5 FEET SOUTH OF SOUTH (FRONT LEFT)
 KV1169'CORNER OF PARK INN, 76.7 FEET SOUTHWEST OF EAST (FRONT RIGHT) CORNER
 KV1169'OF PARK INN, 26.2 FEET SOUTHWEST OF EAST (FRONT RIGHT) CORNER OF PARK
 KV1169'INN, 26.2 FEET NORTHEAST CENTERLINE OF NORMAN, 27.5 FEET NORTHWEST OF
 KV1169'CENTERLINE OF ST. MIHIEL.
 KV1169
 KV1169                          STATION RECOVERY (1990)
 KV1169
 KV1169'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV1169'THE STATION IS LOCATED IN DELRAN TOWNSHIP ON THE NORTH SIDE OF SAINT
 KV1169'MIHIEL DRIVE AT THE JUNCTION WITH NORMAN AVENUE.  TO REACH THE STATION
 KV1169'FROM THE INTERSECTION OF PAVILION AVENUE, COUNTY ROAD 543, GO
 KV1169'SOUTHWEST ON SAINT MIHIEL DRIVE FOR 0.55 MI (0.89 KM) TO THE JUNCTION
 KV1169'WITH NORMAN AVENUE AND THE STATION ON THE RIGHT.  THE STATION IS 27.5
 KV1169'FT (8.4 M) NORTH FROM THE CENTERLINE OF SAINT MIHIEL DRIVE, 26.2 FT
 KV1169'(8.0 M) EAST FROM THE CENTERLINE OF NORMAN AVENUE, 1.2 FT (0.4 M)
 KV1169'NORTHWEST FROM POLE NUMBER 60196, 27.5 FT (8.4 M) SOUTH FROM THE
 KV1169'SOUTHEAST CORNER OF THE CAROUSEL INN RESTAURANT AND 76.7 FT (23.4 M)
 KV1169'SOUTHWEST FROM THE SOUTHEAST CORNER OF THE CAROUSEL INN RESTAURANT.
 KV1169'THE STATION IS ABOUT LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1712 ***********************************************************************
 KV1712  DESIGNATION -  29 PRR
 KV1712  PID         -  KV1712
 KV1712  STATE/COUNTY-  NJ/WARREN
 KV1712  USGS QUAD   -  EASTON (1994)
 KV1712
 KV1712                         *CURRENT SURVEY CONTROL
 KV1712  ___________________________________________________________________
 KV1712* NAD 83(1986)-  40 41 24.     (N)    075 12 07.     (W)     SCALED    
 KV1712* NAVD 88     -        59.187  (meters)     194.18   (feet)  ADJUSTED  
 KV1712  ___________________________________________________________________
 KV1712  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KV1712  DYNAMIC HT  -          59.160 (meters)     194.09  (feet)  COMP
 KV1712  MODELED GRAV-     980,162.6   (mgal)                       NAVD 88
 KV1712
 KV1712  VERT ORDER  -  FIRST     CLASS II
 KV1712
 KV1712.The horizontal coordinates were scaled from a topographic map and have
 KV1712.an estimated accuracy of +/- 6 seconds.
 KV1712
 KV1712.The orthometric height was determined by differential leveling
 KV1712.and adjusted by the National Geodetic Survey in June 1991..
 KV1712.WARNING-Repeat measurements at this control monument indicate possible
 KV1712.vertical movement.
 KV1712
 KV1712.The geoid height was determined by GEOID03.
 KV1712
 KV1712.The dynamic height is computed by dividing the NAVD 88
 KV1712.geopotential number by the normal gravity value computed on the
 KV1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1712.degrees latitude (g = 980.6199 gals.).
 KV1712
 KV1712.The modeled gravity was interpolated from observed gravity values.
 KV1712
 KV1712;                    North         East    Units  Estimated Accuracy
 KV1712;SPC NJ       -   206,360.       90,670.      MT  (+/- 180 meters Scaled)
 KV1712
 KV1712                          SUPERSEDED SURVEY CONTROL
 KV1712
 KV1712  NGVD 29 (??/??/??)   59.405  (m)          194.90   (f) ADJUSTED    1 2
 KV1712
 KV1712.Superseded values are not recommended for survey control.
 KV1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1712.See file dsdata.txt to determine how the superseded data were derived.
 KV1712
 KV1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL829043(NAD 83)
 KV1712_MARKER: B = BOLT
 KV1712_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1712_SP_SET: CONC PLATFORM
 KV1712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1712
 KV1712  HISTORY     - Date     Condition        Report By
 KV1712  HISTORY     - 1935     MONUMENTED       PRR
 KV1712  HISTORY     - 1961     GOOD             CGS
 KV1712
 KV1712                          STATION DESCRIPTION
 KV1712
 KV1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV1712'AT PHILLIPSBURG.
 KV1712'AT PHILLISBURG, WARREN COUNTY, ON THE PENNSYLVANIA RAILROAD,
 KV1712'61.3 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE STATION, 15/3
 KV1712'FEET WEST OF THE WEST RAIL OF A SIDETRACK, 9.5 FEET SOUTHWEST
 KV1712'OF A TELEGRAPH POLE, 2.2 FEET NORTH OF THE NORTHEAST CORNER OF A
 KV1712'TOOL AND SUPPLY SHED WITH A METAL SIDING AND A CONCRETE
 KV1712'FOUNDATION, IN THE TOP OF THE CONCRETE PLATFORM ON THE EAST SIDE
 KV1712'OF THE STATION, AND LEVEL WITH THE TRACK.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0634 ***********************************************************************
 JU0634  DESIGNATION -  29.45
 JU0634  PID         -  JU0634
 JU0634  STATE/COUNTY-  NJ/BURLINGTON
 JU0634  USGS QUAD   -  BROWNS MILLS (1997)
 JU0634
 JU0634                         *CURRENT SURVEY CONTROL
 JU0634  ___________________________________________________________________
 JU0634* NAD 83(1986)-  39 57 03.     (N)    074 36 10.     (W)     SCALED    
 JU0634* NAVD 88     -        18.514  (meters)      60.74   (feet)  ADJUSTED  
 JU0634  ___________________________________________________________________
 JU0634  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JU0634  DYNAMIC HT  -          18.505 (meters)      60.71  (feet)  COMP
 JU0634  MODELED GRAV-     980,183.4   (mgal)                       NAVD 88
 JU0634
 JU0634  VERT ORDER  -  SECOND    CLASS 0
 JU0634
 JU0634.The horizontal coordinates were scaled from a topographic map and have
 JU0634.an estimated accuracy of +/- 6 seconds.
 JU0634
 JU0634.The orthometric height was determined by differential leveling
 JU0634.and adjusted by the National Geodetic Survey in June 1991..
 JU0634
 JU0634.The geoid height was determined by GEOID03.
 JU0634
 JU0634.The dynamic height is computed by dividing the NAVD 88
 JU0634.geopotential number by the normal gravity value computed on the
 JU0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0634.degrees latitude (g = 980.6199 gals.).
 JU0634
 JU0634.The modeled gravity was interpolated from observed gravity values.
 JU0634
 JU0634;                    North         East    Units  Estimated Accuracy
 JU0634;SPC NJ       -   124,060.      141,220.      MT  (+/- 180 meters Scaled)
 JU0634
 JU0634                          SUPERSEDED SURVEY CONTROL
 JU0634
 JU0634  NGVD 29 (??/??/??)   18.898  (m)           62.00   (f) ADJUSTED    2 0
 JU0634
 JU0634.Superseded values are not recommended for survey control.
 JU0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0634.See file dsdata.txt to determine how the superseded data were derived.
 JU0634
 JU0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK339223(NAD 83)
 JU0634_MARKER: B = BOLT
 JU0634_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0634_SP_SET: CULVERT WINGWALL
 JU0634_MARK LOGO: NONE  
 JU0634_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0634+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1995
 JU0634
 JU0634  HISTORY     - Date     Condition        Report By
 JU0634  HISTORY     - UNK      MONUMENTED       PRR
 JU0634  HISTORY     - 1935     GOOD             CGS
 JU0634  HISTORY     - 1947     GOOD             CGS
 JU0634  HISTORY     - 19950224 GOOD             NJGS
 JU0634
 JU0634                          STATION DESCRIPTION
 JU0634
 JU0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0634'5.3 MI E FROM PEMBERTON.
 JU0634'5.3 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE CITY
 JU0634'WATER TOWER AT PEMBERTON, BURLINGTON COUNTY, AT CONCRETE BRIDGE
 JU0634'29 45, IN THE TOP OF THE SOUTHEAST WING WALL, AND 6 FEET EAST OF
 JU0634'THE CENTER LINE OF THE TRACK.  A COPPER BOLT.
 JU0634
 JU0634                          STATION RECOVERY (1947)
 JU0634
 JU0634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JU0634'RECOVERED IN GOOD CONDITION.
 JU0634
 JU0634                          STATION RECOVERY (1995)
 JU0634
 JU0634'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0634'THE STATION IS LOCATED IN PEMBERTON TOWNSHIP ON THE NORTH SIDE OF
 JU0634'MOUNT MISERY ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF
 JU0634'HANOVER STREET, COUNTY ROAD 616 AND HAMPTON STREET, COUNTY ROAD 530,
 JU0634'IN THE BOROUGH OF PEMBERTON, GO EAST ON COUNTY ROAD 530, THE PEMBERTON
 JU0634'BYPASS, FOR 2.1 MI (3.4 KM) TO THE TEE JUNCTION WITH PEMBERTON BROWNS
 JU0634'MILLS ROAD, OLD COUNTY ROAD 530.  TURN RIGHT AND GO EAST ON COUNTY
 JU0634'ROAD 530 FOR 0.8 MI (1.3 KM) TO THE WYE JUNCTION WITH NEW LISBON ROAD,
 JU0634'COUNTY ROAD 646.  BEAR TO THE RIGHT AND GO SOUTHEAST ON NEW LISBON
 JU0634'ROAD FOR 0.75 MI (1.21 KM) TO THE TEE JUNCTION WITH MOUNT MISERY ROAD
 JU0634'ON THE LEFT.  TURN LEFT AND GO EAST ON MOUNT MISERY ROAD FOR 1.45 MI
 JU0634'(2.33 KM) TO THE STATION ON THE LEFT, SET FLUSH AT THE SOUTH END OF
 JU0634'THE EAST WINGWALL OF A CONCRETE CULVERT OF THE FORMER PENNSYLVANIA
 JU0634'RAILROAD.  THE STATION IS 147 FT (44.8 M) NORTH NORTHEAST FROM POLE
 JU0634'NUMBER 36 ALONG THE NORTH SIDE OF MOUNT MISERY ROAD, 169 FT (51.5 M)
 JU0634'NORTH NORTHEAST FROM THE CENTERLINE OF MOUNT MISERY ROAD, 41.7 FT
 JU0634'(12.7 M) EAST FROM POLE NUMBER JC 457 PM K11 2 AND OPPOSITE HOUSE
 JU0634'NUMBER 232, A GRAY PAINTED ONE STORY FRAME DWELLING ON THE SOUTH SIDE
 JU0634'OF MOUNT MISERY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2206 ***********************************************************************
 JU2206  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2206  DESIGNATION -  2952 D NJGS
 JU2206  PID         -  JU2206
 JU2206  STATE/COUNTY-  NJ/SALEM
 JU2206  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2206
 JU2206                         *CURRENT SURVEY CONTROL
 JU2206  ___________________________________________________________________
 JU2206* NAD 83(1986)-  39 40 54.     (N)    075 30 33.     (W)     SCALED    
 JU2206* NAVD 88     -         2.830  (meters)       9.28   (feet)  ADJUSTED  
 JU2206  ___________________________________________________________________
 JU2206  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU2206  DYNAMIC HT  -           2.829 (meters)       9.28  (feet)  COMP
 JU2206  MODELED GRAV-     980,160.0   (mgal)                       NAVD 88
 JU2206
 JU2206  VERT ORDER  -  FIRST     CLASS II
 JU2206
 JU2206.The horizontal coordinates were scaled from a topographic map and have
 JU2206.an estimated accuracy of +/- 6 seconds.
 JU2206
 JU2206.The orthometric height was determined by differential leveling
 JU2206.and adjusted by the National Geodetic Survey in June 1991..
 JU2206
 JU2206.This Tidal Bench Mark is designated as VM 2815
 JU2206.by the Center for Operational Oceanographic Products and Services.
 JU2206
 JU2206.The geoid height was determined by GEOID03.
 JU2206
 JU2206.The dynamic height is computed by dividing the NAVD 88
 JU2206.geopotential number by the normal gravity value computed on the
 JU2206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2206.degrees latitude (g = 980.6199 gals.).
 JU2206
 JU2206.The modeled gravity was interpolated from observed gravity values.
 JU2206
 JU2206;                    North         East    Units  Estimated Accuracy
 JU2206;SPC NJ       -    94,660.       63,430.      MT  (+/- 180 meters Scaled)
 JU2206
 JU2206                          SUPERSEDED SURVEY CONTROL
 JU2206
 JU2206  NGVD 29 (01/10/92)    3.086  (m)           10.12   (f) ADJUSTED    1 2
 JU2206
 JU2206.Superseded values are not recommended for survey control.
 JU2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2206.See file dsdata.txt to determine how the superseded data were derived.
 JU2206
 JU2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ563925(NAD 83)
 JU2206_MARKER: DB = BENCH MARK DISK
 JU2206_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JU2206_SP_SET: BUILDING
 JU2206_STAMPING: NO 2952 D
 JU2206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU2206+STABILITY: POSITION/ELEVATION WELL
 JU2206
 JU2206  HISTORY     - Date     Condition        Report By
 JU2206  HISTORY     - UNK      MONUMENTED       NJGS
 JU2206  HISTORY     - 1979     GOOD             NGS
 JU2206
 JU2206                          STATION DESCRIPTION
 JU2206
 JU2206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2206'2.65 MI NE FROM PENNSVILLE.
 JU2206'1.65 MILES NORTHEAST ALONG STATE ROUTE 49 FROM THE POST OFFICE IN
 JU2206'PENNSVILLE, THENCE 1.0 MILE NORTHWEST ALONG A PAVED ENTRANCE  ROAD
 JU2206'TO THE DEEPWATER GENERATING STATION, AT THE WEST FACE OF THE MAIN
 JU2206'BUILDING OF THE DEEPWATER GENERATING STATION ON THE EAST SHORE OF THE
 JU2206'DELAWARE RIVER, THE MARK IS A STANDARD USC AND GS AND STATE SURVEY
 JU2206'DISK STAMPED NO. 2952 D, SET VERTICALLY ON THE WEST FACE OF THE
 JU2206'MAIN BUILDING, 102.9 FEET NORTHEAST OF BENCH MARK 8231 A, 73.6 FEET
 JU2206'SOUTHEAST OF A LARGE FUEL OIL STORAGE TANK, 39.8 FEET EAST OF A
 JU2206'CONCRETE BLOCK FOUNDATION WALL, 44.0 FEET SOUTHEAST OF THE NORTHEAST
 JU2206'CORNER OF THE CONCRETE BLOCK WALL AND SET 1.5 FEET ABOVE GROUND.
 JU2206'THE MARK IS 1 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7198 ***********************************************************************
 AA7198  DESIGNATION -  2962
 AA7198  PID         -  AA7198
 AA7198  STATE/COUNTY-  NJ/SALEM
 AA7198  USGS QUAD   -  SALEM (1995)
 AA7198
 AA7198                         *CURRENT SURVEY CONTROL
 AA7198  ___________________________________________________________________
 AA7198* NAD 83(1996)-  39 30 25.66184(N)    075 27 46.60352(W)     ADJUSTED  
 AA7198* NAVD 88     -         1.1    (meters)       4.     (feet)  GPS OBS   
 AA7198  ___________________________________________________________________
 AA7198  X           -   1,236,876.958 (meters)                     COMP
 AA7198  Y           -  -4,769,920.280 (meters)                     COMP
 AA7198  Z           -   4,035,893.472 (meters)                     COMP
 AA7198  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 AA7198  ELLIP HEIGHT-         -32.53  (meters)          (10/23/02) GPS OBS
 AA7198  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 AA7198
 AA7198  HORZ ORDER  -  FIRST
 AA7198  ELLP ORDER  -  FOURTH    CLASS I
 AA7198
 AA7198.The horizontal coordinates were established by GPS observations
 AA7198.and adjusted by the National Geodetic Survey in May 1999..
 AA7198
 AA7198.The orthometric height was determined by GPS observations and a
 AA7198.high-resolution geoid model.
 AA7198
 AA7198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7198
 AA7198.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7198
 AA7198.The ellipsoidal height was determined by GPS observations
 AA7198.and is referenced to NAD 83.
 AA7198
 AA7198.The geoid height was determined by GEOID03.
 AA7198
 AA7198;                    North         East     Units Scale Factor Converg.
 AA7198;SPC NJ       -    75,239.105    67,189.763   MT  0.99998440   -0 36 45.5
 AA7198;SPC NJ       -   246,846.96    220,438.41   sFT  0.99998440   -0 36 45.5
 AA7198;UTM  18      - 4,373,157.901   460,200.392   MT  0.99961950   -0 17 40.3
 AA7198
 AA7198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7198!SPC NJ       -   1.00000510  x   0.99998440  =   0.99998950
 AA7198!UTM  18      -   1.00000510  x   0.99961950  =   0.99962460
 AA7198
 AA7198                          SUPERSEDED SURVEY CONTROL
 AA7198
 AA7198  ELLIP H (05/14/99)  -32.52   (m)                       GP(       ) 4 1
 AA7198  NAD 83(1992)-  39 30 25.66139(N)    075 27 46.60340(W) AD(       ) 1
 AA7198  ELLIP H (08/04/95)  -32.59   (m)                       GP(       ) 3 1
 AA7198
 AA7198.Superseded values are not recommended for survey control.
 AA7198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7198.See file dsdata.txt to determine how the superseded data were derived.
 AA7198
 AA7198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6020073158(NAD 83)
 AA7198_MARKER: DD = SURVEY DISK
 AA7198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7198_STAMPING: 2962
 AA7198_MARK LOGO: NJGS  
 AA7198_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7198+STABILITY: SURFACE MOTION
 AA7198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7198+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1994
 AA7198
 AA7198  HISTORY     - Date     Condition        Report By
 AA7198  HISTORY     - 1940     MONUMENTED       NJGS
 AA7198  HISTORY     - 19940831 GOOD             NJGS
 AA7198
 AA7198                          STATION DESCRIPTION
 AA7198
 AA7198'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA7198'THE STATION IS LOCATED IN LOWER ALLOWAYS CREEK TOWNSHIP, AT THE TEE
 AA7198'JUNCTION OF FRONT AND MAIN STREETS IN THE TOWN OF HANDCOCKS BRIDGE. TO
 AA7198'REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 49 AND HANDCOCKS
 AA7198'BRIDGE ROAD GO SOUTH ON HANDCOCKS BRIDGE ROAD, CROSSING THE BRIDGE
 AA7198'SPANNING ALLOWAYS CREEK, TO THE JUNCTION WITH FRONT STREET, TURN RIGHT
 AA7198'AND GO 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT. THE STATION IS
 AA7198'IN THE STREET PAVING, 18.3 FT (5.6 M) SOUTHEAST OF THE SOUTHWEST
 AA7198'CORNER OF A CHAINLINK FENCE SURROUNDING A SANITARY SEWER PUNPING
 AA7198'STATION, 5.4 FT (1.6 M) SOUTH OF THE NORTHERLY EDGE OF FRONT STREET,
 AA7198'38.4 FT (11.7 M) SOUTHWEST OF POLE NUMBER 833 AND 46.4 FT (14.1 M)
 AA7198'NORTHWEST OF POLE NUMBER S-22473.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0350 ***********************************************************************
 LY0350  DESIGNATION -  297.76
 LY0350  PID         -  LY0350
 LY0350  STATE/COUNTY-  NJ/BERGEN
 LY0350  USGS QUAD   -  RAMSEY (1995)
 LY0350
 LY0350                         *CURRENT SURVEY CONTROL
 LY0350  ___________________________________________________________________
 LY0350* NAD 83(1986)-  41 05 41.     (N)    074 08 50.     (W)     SCALED    
 LY0350* NAVD 88     -        90.20   (+/-2cm)     295.9    (feet)  VERTCON   
 LY0350  ___________________________________________________________________
 LY0350  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LY0350
 LY0350  VERT ORDER  -  ? (See Below)
 LY0350
 LY0350.The horizontal coordinates were scaled from a topographic map and have
 LY0350.an estimated accuracy of +/- 6 seconds.
 LY0350
 LY0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY0350.The vertical order pertains to the NGVD 29 superseded value.
 LY0350
 LY0350.The geoid height was determined by GEOID03.
 LY0350
 LY0350;                    North         East    Units  Estimated Accuracy
 LY0350;SPC NJ       -   251,130.      179,640.      MT  (+/- 180 meters Scaled)
 LY0350
 LY0350                          SUPERSEDED SURVEY CONTROL
 LY0350
 LY0350  NGVD 29 (??/??/92)   90.487  (m)          296.87   (f) ADJ UNCH    ?  
 LY0350
 LY0350.Superseded values are not recommended for survey control.
 LY0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0350.See file dsdata.txt to determine how the superseded data were derived.
 LY0350
 LY0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL716496(NAD 83)
 LY0350_MARKER: X = CHISELED CROSS
 LY0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0350_SP_SET: RETAINING WALL
 LY0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0350+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2005
 LY0350
 LY0350  HISTORY     - Date     Condition        Report By
 LY0350  HISTORY     - UNK      MONUMENTED       NJGS
 LY0350  HISTORY     - 1933     GOOD             NGS
 LY0350  HISTORY     - 20050928 GOOD             GEOCAC
 LY0350
 LY0350                          STATION DESCRIPTION
 LY0350
 LY0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LY0350'AT MAHWAH.
 LY0350'AT MAHWAH, BERGEN COUNTY, ON THE ERIE LACKAWANNA RAILROAD, 325
 LY0350'FEET NORTH OF THE STATION, 2-1/2 YARDS EAST OF THE NORTH-BOUND
 LY0350'TRACK, ON THE TOP OF THE NORTHEAST CORNER OF THE NORTHEAST
 LY0350'RETAINING WALL, AND ABOUT 6 INCHES LOWER THAN THE TRACK.  A
 LY0350'CHISELED CROSS.
 LY0350
 LY0350                          STATION RECOVERY (2005)
 LY0350
 LY0350'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 LY0350'NOTE, MARK IS APPROX 16 INCHES FROM LY0349 RV 80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9746 ***********************************************************************
 AI9746  DESIGNATION -  2984
 AI9746  PID         -  AI9746
 AI9746  STATE/COUNTY-  NJ/CUMBERLAND
 AI9746  USGS QUAD   -  SHILOH (1993)
 AI9746
 AI9746                         *CURRENT SURVEY CONTROL
 AI9746  ___________________________________________________________________
 AI9746* NAD 83(1986)-  39 23 48.     (N)    075 21 55.     (W)     SCALED    
 AI9746* NAVD 88     -         5.788  (meters)      18.99   (feet)  ADJUSTED  
 AI9746  ___________________________________________________________________
 AI9746  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 AI9746  DYNAMIC HT  -           5.785 (meters)      18.98  (feet)  COMP
 AI9746  MODELED GRAV-     980,115.7   (mgal)                       NAVD 88
 AI9746
 AI9746  VERT ORDER  -  SECOND    CLASS I
 AI9746
 AI9746.The horizontal coordinates were scaled from a topographic map and have
 AI9746.an estimated accuracy of +/- 6 seconds.
 AI9746
 AI9746.The orthometric height was determined by differential leveling
 AI9746.and adjusted by the National Geodetic Survey in March 2001..
 AI9746.No vertical observational check was made to the station.
 AI9746
 AI9746.The geoid height was determined by GEOID03.
 AI9746
 AI9746.The dynamic height is computed by dividing the NAVD 88
 AI9746.geopotential number by the normal gravity value computed on the
 AI9746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9746.degrees latitude (g = 980.6199 gals.).
 AI9746
 AI9746.The modeled gravity was interpolated from observed gravity values.
 AI9746
 AI9746;                    North         East    Units  Estimated Accuracy
 AI9746;SPC NJ       -    62,890.       75,470.      MT  (+/- 180 meters Scaled)
 AI9746
 AI9746                          SUPERSEDED SURVEY CONTROL
 AI9746
 AI9746.No superseded survey control is available for this station.
 AI9746
 AI9746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ685608(NAD 83)
 AI9746_MARKER: DD = SURVEY DISK
 AI9746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9746_STAMPING: 2984
 AI9746_MARK LOGO: NJGS  
 AI9746_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9746+STABILITY: SURFACE MOTION
 AI9746_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9746+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1998
 AI9746
 AI9746  HISTORY     - Date     Condition        Report By
 AI9746  HISTORY     - 1936     MONUMENTED       NJGS
 AI9746  HISTORY     - 19980915 GOOD             NJGS
 AI9746
 AI9746                          STATION DESCRIPTION
 AI9746
 AI9746'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9746'THE STATION IS LOCATED IN GREENWICH TOWNSHIP ON THE SOUTHEAST SIDE OF
 AI9746'GUM TREE CORNER ROAD.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AI9746'ROUTES 49 AND 77 IN BRIDGETON, GO WEST ON STATE ROUTE 49 FOR 0.7 MI
 AI9746'(1.1 KM) TO THE INTERSECTION WITH SOUTHWEST AVENUE AT A TRAFFIC LIGHT.
 AI9746'TURN LEFT AND GO 0.1 MI (0.2 KM) ON SOUTHWEST AVENUE TO THE
 AI9746'INTERSECTION WITH BOWENTOWN ROAD, COUNTY ROAD 607 ON THE RIGHT.  TURN
 AI9746'RIGHT AND GO WEST ON COUNTY ROAD 607 FOR 6.1 MI (9.8 KM) TO THE TEE
 AI9746'INTERSECTION WITH MAIN STREET, COUNTY ROAD 623 IN GREENWICH.  TURN
 AI9746'RIGHT AND GO NORTHWEST ON COUNTY ROAD 623 FOR 0.3 MI (0.5 KM) TO THE
 AI9746'TEE INTERSECTION WITH BACONS NECK ROAD, COUNTY ROAD 642 ON THE LEFT.
 AI9746'TURN LEFT AND GO SOUTH SOUTHWEST ON COUNTY ROAD 642 FOR 1.1 MI (1.8
 AI9746'KM) TO THE TEE INTERSECTION WITH GUM TREE CORNER ROAD ON THE RIGHT.
 AI9746'TURN RIGHT AND GO WEST ON GUM TREE CORNER ROAD FOR 0.6 MI (1.0 KM) TO
 AI9746'THE STATION ON THE RIGHT, SET ABOUT 0.1 M (0.3 FT) BELOW THE GROUND IN
 AI9746'THE LAWN AT THE SOUTH SIDE OF THE DRIVEWAY LEADING TO A PRIVATE
 AI9746'RESIDENCE FOR A.M.  SHEPPARD.  THE STATION IS 2.3 M (7.5 FT) WEST FROM
 AI9746'WOOD UTILITY POLE NUMBER ACE 17093, 14.4 M (47.2 FT) SOUTH FROM A
 AI9746'RURAL ROUTE MAILBOX FOR A.M.  SHEPPARD, 13.3 M (43.6 FT) EAST FROM THE
 AI9746'CENTERLINE OF GUM TREE CORNER ROAD AND 5.7 M (18.7 FT) SOUTH FROM THE
 AI9746'CENTERLINE OF THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9748 ***********************************************************************
 AI9748  DESIGNATION -  2985
 AI9748  PID         -  AI9748
 AI9748  STATE/COUNTY-  NJ/CUMBERLAND
 AI9748  USGS QUAD   -  SHILOH (1993)
 AI9748
 AI9748                         *CURRENT SURVEY CONTROL
 AI9748  ___________________________________________________________________
 AI9748* NAD 83(1986)-  39 23 23.     (N)    075 21 08.     (W)     SCALED    
 AI9748* NAVD 88     -         3.727  (meters)      12.23   (feet)  ADJUSTED  
 AI9748  ___________________________________________________________________
 AI9748  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 AI9748  DYNAMIC HT  -           3.725 (meters)      12.22  (feet)  COMP
 AI9748  MODELED GRAV-     980,116.2   (mgal)                       NAVD 88
 AI9748
 AI9748  VERT ORDER  -  SECOND    CLASS I
 AI9748
 AI9748.The horizontal coordinates were scaled from a topographic map and have
 AI9748.an estimated accuracy of +/- 6 seconds.
 AI9748
 AI9748.The orthometric height was determined by differential leveling
 AI9748.and adjusted by the National Geodetic Survey in March 2001..
 AI9748.No vertical observational check was made to the station.
 AI9748
 AI9748.The geoid height was determined by GEOID03.
 AI9748
 AI9748.The dynamic height is computed by dividing the NAVD 88
 AI9748.geopotential number by the normal gravity value computed on the
 AI9748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9748.degrees latitude (g = 980.6199 gals.).
 AI9748
 AI9748.The modeled gravity was interpolated from observed gravity values.
 AI9748
 AI9748;                    North         East    Units  Estimated Accuracy
 AI9748;SPC NJ       -    62,110.       76,590.      MT  (+/- 180 meters Scaled)
 AI9748
 AI9748                          SUPERSEDED SURVEY CONTROL
 AI9748
 AI9748.No superseded survey control is available for this station.
 AI9748
 AI9748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ696600(NAD 83)
 AI9748_MARKER: DD = SURVEY DISK
 AI9748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9748_STAMPING: 2985
 AI9748_MARK LOGO: NJGS  
 AI9748_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9748+STABILITY: SURFACE MOTION
 AI9748_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9748+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1998
 AI9748
 AI9748  HISTORY     - Date     Condition        Report By
 AI9748  HISTORY     - 1936     MONUMENTED       NJGS
 AI9748  HISTORY     - 19980915 GOOD             NJGS
 AI9748
 AI9748                          STATION DESCRIPTION
 AI9748
 AI9748'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9748'THE STATION IS LOCATED IN GREENWICH TOWNSHIP ON THE SOUTHEAST SIDE OF
 AI9748'BACONS NECK ROAD, COUNTY ROAD 642.  TO REACH THE STATION FROM THE
 AI9748'JUNCTION OF STATE ROUTES 49 AND 77 IN BRIDGETON, GO WEST ON STATE
 AI9748'ROUTE 49 FOR 0.7 MI (1.1 KM) TO THE INTERSECTION WITH SOUTHWEST AVENUE
 AI9748'AT A TRAFFIC LIGHT.  TURN LEFT AND GO 0.1 MI (0.2 KM) ON SOUTHWEST
 AI9748'AVENUE TO THE INTERSECTION WITH BOWENTOWN ROAD, COUNTY ROAD 607 ON THE
 AI9748'RIGHT.  TURN RIGHT AND GO WEST ON COUNTY ROAD 607 FOR 6.1 MI (9.8 KM)
 AI9748'TO THE TEE INTERSECTION WITH MAIN STREET, COUNTY ROAD 623 IN
 AI9748'GREENWICH.  TURN RIGHT AND GO NORTHWEST ON COUNTY ROAD 623 FOR 0.3 MI
 AI9748'(0.5 KM) TO THE TEE INTERSECTION WITH BACONS NECK ROAD, COUNTY ROAD
 AI9748'642 ON THE LEFT.  TURN LEFT AND GO SOUTH SOUTHWEST ON COUNTY ROAD 642
 AI9748'FOR ABOUT 0.60 MI (0.97 KM) TO THE STATION ON THE LEFT, SET FLUSH WITH
 AI9748'THE GROUND.  THE STATION IS 7.3 M (24.0 FT) SOUTH FROM THE CENTERLINE
 AI9748'OF COUNTY ROAD 642, 15.2 M (49.9 FT) NORTHEAST FROM THE NORTHEAST
 AI9748'CORNER OF A TWO AND ONE HALF STORY FRAME DWELLING AND 16.8 M (55.1 FT)
 AI9748'SOUTHWEST AND ACROSS THE ROAD FROM WOOD UTILITY POLE NUMBER B19544.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9747 ***********************************************************************
 AI9747  DESIGNATION -  2986
 AI9747  PID         -  AI9747
 AI9747  STATE/COUNTY-  NJ/CUMBERLAND
 AI9747  USGS QUAD   -  SHILOH (1993)
 AI9747
 AI9747                         *CURRENT SURVEY CONTROL
 AI9747  ___________________________________________________________________
 AI9747* NAD 83(1986)-  39 23 26.     (N)    075 20 51.     (W)     SCALED    
 AI9747* NAVD 88     -         3.443  (meters)      11.30   (feet)  ADJUSTED  
 AI9747  ___________________________________________________________________
 AI9747  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 AI9747  DYNAMIC HT  -           3.441 (meters)      11.29  (feet)  COMP
 AI9747  MODELED GRAV-     980,116.4   (mgal)                       NAVD 88
 AI9747
 AI9747  VERT ORDER  -  SECOND    CLASS I
 AI9747
 AI9747.The horizontal coordinates were scaled from a topographic map and have
 AI9747.an estimated accuracy of +/- 6 seconds.
 AI9747
 AI9747.The orthometric height was determined by differential leveling
 AI9747.and adjusted by the National Geodetic Survey in March 2001..
 AI9747.No vertical observational check was made to the station.
 AI9747
 AI9747.The geoid height was determined by GEOID03.
 AI9747
 AI9747.The dynamic height is computed by dividing the NAVD 88
 AI9747.geopotential number by the normal gravity value computed on the
 AI9747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9747.degrees latitude (g = 980.6199 gals.).
 AI9747
 AI9747.The modeled gravity was interpolated from observed gravity values.
 AI9747
 AI9747;                    North         East    Units  Estimated Accuracy
 AI9747;SPC NJ       -    62,200.       77,000.      MT  (+/- 180 meters Scaled)
 AI9747
 AI9747                          SUPERSEDED SURVEY CONTROL
 AI9747
 AI9747.No superseded survey control is available for this station.
 AI9747
 AI9747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ700601(NAD 83)
 AI9747_MARKER: DD = SURVEY DISK
 AI9747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9747_STAMPING: 2986
 AI9747_MARK LOGO: NJGS  
 AI9747_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9747+STABILITY: SURFACE MOTION
 AI9747_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9747+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1998
 AI9747
 AI9747  HISTORY     - Date     Condition        Report By
 AI9747  HISTORY     - 1936     MONUMENTED       NJGS
 AI9747  HISTORY     - 19980915 GOOD             NJGS
 AI9747
 AI9747                          STATION DESCRIPTION
 AI9747
 AI9747'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9747'THE STATION IS LOCATED IN GREENWICH TOWNSHIP ON THE SOUTHEAST SIDE OF
 AI9747'BACONS NECK ROAD, COUNTY ROAD 642.  TO REACH THE STATION FROM THE
 AI9747'JUNCTION OF STATE ROUTES 49 AND 77 IN BRIDGETON, GO WEST ON STATE
 AI9747'ROUTE 49 FOR 0.7 MI (1.1 KM) TO THE INTERSECTION WITH SOUTHWEST AVENUE
 AI9747'AT A TRAFFIC LIGHT.  TURN LEFT AND GO 0.1 MI (0.2 KM) ON SOUTHWEST
 AI9747'AVENUE TO THE INTERSECTION WITH BOWENTOWN ROAD, COUNTY ROAD 607 ON THE
 AI9747'RIGHT.  TURN RIGHT AND GO WEST ON COUNTY ROAD 607 FOR 6.1 MI (9.8 KM)
 AI9747'TO THE TEE INTERSECTION WITH MAIN STREET, COUNTY ROAD 623 IN
 AI9747'GREENWICH.  TURN RIGHT AND GO NORTHWEST ON COUNTY ROAD 623 FOR 0.3 MI
 AI9747'(0.5 KM) TO THE TEE INTERSECTION WITH BACONS NECK ROAD, COUNTY ROAD
 AI9747'642 ON THE LEFT.  TURN LEFT AND GO SOUTH SOUTHWEST ON COUNTY ROAD 642
 AI9747'FOR ABOUT 0.35 MI (0.56 KM) TO THE STATION ON THE LEFT, SET FLUSH WITH
 AI9747'THE GROUND IN FRONT OF HOUSE NUMBER 82, A TWO STORY FRAME DWELLING.
 AI9747'THE STATION IS 6.8 M (22.3 FT) SOUTH FROM THE CENTERLINE OF COUNTY
 AI9747'ROAD 642, 10.7 M (35.1 FT) NORTHWEST FROM THE NORTHEAST CORNER OF THE
 AI9747'FRONT PORCH, 7.0 M (23.0 FT) NORTHWEST FROM THE NORTHWEST CORNER OF
 AI9747'THE PORCH AND 17.5 M (57.4 FT) EAST FROM WOOD UTILITY POLE NUMBER
 AI9747'15563.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6993 ***********************************************************************
 KV6993  DESIGNATION -  2R 94
 KV6993  PID         -  KV6993
 KV6993  STATE/COUNTY-  NJ/OCEAN
 KV6993  USGS QUAD   -  LAKEWOOD (1989)
 KV6993
 KV6993                         *CURRENT SURVEY CONTROL
 KV6993  ___________________________________________________________________
 KV6993* NAD 83(1996)-  40 04 07.37889(N)    074 09 58.41689(W)     ADJUSTED  
 KV6993* NAVD 88     -         8.2    (meters)      27.     (feet)  GPS OBS   
 KV6993  ___________________________________________________________________
 KV6993  X           -   1,333,618.163 (meters)                     COMP
 KV6993  Y           -  -4,702,325.260 (meters)                     COMP
 KV6993  Z           -   4,083,811.559 (meters)                     COMP
 KV6993  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 KV6993  ELLIP HEIGHT-         -24.77  (meters)          (10/23/02) GPS OBS
 KV6993  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV6993
 KV6993  HORZ ORDER  -  FIRST
 KV6993  ELLP ORDER  -  FOURTH    CLASS I
 KV6993
 KV6993.The horizontal coordinates were established by GPS observations
 KV6993.and adjusted by the National Geodetic Survey in May 1999..
 KV6993
 KV6993.The orthometric height was determined by GPS observations and a
 KV6993.high-resolution geoid model.
 KV6993
 KV6993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6993
 KV6993.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6993
 KV6993.The ellipsoidal height was determined by GPS observations
 KV6993.and is referenced to NAD 83.
 KV6993
 KV6993.The geoid height was determined by GEOID03.
 KV6993
 KV6993;                    North         East     Units Scale Factor Converg.
 KV6993;SPC NJ       -   137,196.967   178,470.761   MT  0.99990998   +0 12 53.5
 KV6993;SPC NJ       -   450,120.38    585,532.82   sFT  0.99990998   +0 12 53.5
 KV6993;UTM  18      - 4,435,717.125   571,099.663   MT  0.99966223   +0 32 12.2
 KV6993
 KV6993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6993!SPC NJ       -   1.00000389  x   0.99990998  =   0.99991387
 KV6993!UTM  18      -   1.00000389  x   0.99966223  =   0.99966611
 KV6993
 KV6993:                Primary Azimuth Mark                     Grid Az
 KV6993:SPC NJ       -  1R 94                                    134 22 49.9
 KV6993:UTM  18      -  1R 94                                    134 03 31.2
 KV6993
 KV6993|---------------------------------------------------------------------|
 KV6993| PID    Reference Object                     Distance      Geod. Az  |
 KV6993|                                                           dddmmss.s |
 KV6993| KV6992 1R 94                               APPROX. 0.5 KM 1343543.4 |
 KV6993| AA5236 15 X 2                              453.445 METERS 2900919.9 |
 KV6993|---------------------------------------------------------------------|
 KV6993
 KV6993                          SUPERSEDED SURVEY CONTROL
 KV6993
 KV6993  ELLIP H (05/14/99)  -24.79   (m)                       GP(       ) 4 1
 KV6993  NAD 83(1992)-  40 04 07.37711(N)    074 09 58.41952(W) AD(       ) 1
 KV6993  ELLIP H (04/25/94)  -24.65   (m)                       GP(       ) 3 1
 KV6993
 KV6993.Superseded values are not recommended for survey control.
 KV6993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6993.See file dsdata.txt to determine how the superseded data were derived.
 KV6993
 KV6993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7110035717(NAD 83)
 KV6993_MARKER: DD = SURVEY DISK
 KV6993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6993_SP_SET: CONCRETE POST
 KV6993_STAMPING: 2R 94 1992
 KV6993_MARK LOGO: NJHA  
 KV6993_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6993+STABILITY: SURFACE MOTION
 KV6993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6993+SATELLITE: SATELLITE OBSERVATIONS - December 09, 1993
 KV6993
 KV6993  HISTORY     - Date     Condition        Report By
 KV6993  HISTORY     - 1992     MONUMENTED       NJHA
 KV6993  HISTORY     - 19930513 GOOD
 KV6993  HISTORY     - 19931209 GOOD             NJGS
 KV6993
 KV6993                          STATION DESCRIPTION
 KV6993
 KV6993'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1992
 KV6993'THE STATION IS LOCATED IN THE TOWNSHIP OF LAKEWOOD IN AN OPEN FIELD ON
 KV6993'THE NORTH SIDE OF CEDAR BRIDGE AVENUE ABOUT 212 FT (64.6 M) EAST OF
 KV6993'THE INTERSECTION OF AIRPORT ROAD CENTERLINE PROJECTED AND ABOUT 0.25
 KV6993'MI (0.40 KM) WEST OF THE GARDEN STATE PARKWAY AT ABOUT MILEPOINT
 KV6993'90.25.  TO REACH THE STATION FROM THE GARDEN STATE PARKWAY
 KV6993'SOUTHBOUND, EXIT AT INTERCHANGE 91, BEAR TO THE RIGHT TOWARD LAKEWOOD
 KV6993'AND BRICK TOWNSHIP, FROM THE INTERSECTION OF THE EXIT RAMP AND BURNT
 KV6993'TAVERN ROAD PROCEED STRAIT AHEAD SOUTH ON LANES MILLS ROAD 1.4 MI
 KV6993'(2.3 KM) TO ROUTE 88, ALSO KNOWN AS OCEAN AVENUE, TURN RIGHT, GO 1.1
 KV6993'MI (1.8 KM) WEST ON ROUTE 88 TO THE INTERSECTION WITH NEW HAMPSHIRE
 KV6993'AVENUE, TURN LEFT, GO 0.7 MI (1.1 KM) TO THE INTERSECTION WITH CEDAR
 KV6993'BRIDGE AVENUE, TURN LEFT, GO 1.15 MI (1.85 KM) TO THE STATION ON THE
 KV6993'LEFT, ABOUT 0.1 FT (3.0 CM) BENEATH GROUND LEVEL.  THE STATION IS
 KV6993'111.0 FT (33.8 M) NORTH NORTHWEST FROM POLE NUMBER 3450, 67.7 FT
 KV6993'(20.6 M) NORTHEAST FROM, AND NORMAL TO, THE FACE OF NORTH CURB, CEDAR
 KV6993'BRIDGE AVENUE AND 63.1 FT (19.2 M) NORTHEAST FROM A MAN HOLE.
 KV6993
 KV6993                          STATION RECOVERY (1993)
 KV6993
 KV6993'RECOVERED 1993
 KV6993'RECOVERED IN GOOD CONDITION.
 KV6993
 KV6993                          STATION RECOVERY (1993)
 KV6993
 KV6993'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (FAC)
 KV6993'THE STATION IS LOCATED IN THE TOWNSHIP OF LAKEWOOD IN AN OPEN FIELD ON
 KV6993'THE NORTH SIDE OF CEDAR BRIDGE AVENUE ABOUT 212 FT (64.6 M) EAST OF
 KV6993'THE INTERSECTION OF AIRPORT ROAD CENTERLINE PROJECTED AND ABOUT 0.25
 KV6993'MI (0.40 KM) WEST OF THE GARDEN STATE PARKWAY AT ABOUT MILEPOINT
 KV6993'90.25.  TO REACH THE STATION FROM THE GARDEN STATE PARKWAY SOUTHBOUND,
 KV6993'EXIT AT INTERCHANGE 91, BEAR TO THE RIGHT TOWARD LAKEWOOD AND BRICK
 KV6993'TOWNSHIP, FROM THE INTERSECTION OF THE EXIT RAMP AND BURNT TAVERN
 KV6993'ROAD, PROCEED STRAIT AHEAD SOUTH ON LANES MILLS ROAD 1.4 MI (2.3 KM)
 KV6993'TO ROUTE 88, AKA OCEAN AVENUE, TURN RIGHT, GO 1.1 MI (1.8 KM) WEST ON
 KV6993'ROUTE 88 TO THE INTERSECTION WITH NEW HAMPSHIRE AVENUE, TURN LEFT, GO
 KV6993'0.7 MI (1.1 KM) TO THE INTERSECTION WITH CEDAR BRIDGE AVENUE, TURN
 KV6993'LEFT, GO 1.15 MI (1.85 KM) TO THE STATION ON THE LEFT, ABOUT 0.1 FT
 KV6993'(3.0 CM) BENEATH GROUND LEVEL.  THE STATION IS 111.0 FT (33.8 M) NNW
 KV6993'FROM POLE NUMBER 3450, 67.7 FT (20.6 M) NE FROM, AND NORMAL TO, THE
 KV6993'FACE OF NORTH CURB, CEDAR BRIDGE AVENUE AND 63.1 FT (19.2 M) NE FROM A
 KV6993'MAN HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0410 ***********************************************************************
 LY0410  DESIGNATION -  3
 LY0410  PID         -  LY0410
 LY0410  STATE/COUNTY-  NJ/PASSAIC
 LY0410  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY0410
 LY0410                         *CURRENT SURVEY CONTROL
 LY0410  ___________________________________________________________________
 LY0410* NAD 83(1986)-  41 02 02.     (N)    074 25 20.     (W)     SCALED    
 LY0410* NAVD 88     -       219.433  (meters)     719.92   (feet)  ADJUSTED  
 LY0410  ___________________________________________________________________
 LY0410  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 LY0410  DYNAMIC HT  -         219.336 (meters)     719.60  (feet)  COMP
 LY0410  MODELED GRAV-     980,180.2   (mgal)                       NAVD 88
 LY0410
 LY0410  VERT ORDER  -  FIRST     CLASS II
 LY0410
 LY0410.The horizontal coordinates were scaled from a topographic map and have
 LY0410.an estimated accuracy of +/- 6 seconds.
 LY0410
 LY0410.The orthometric height was determined by differential leveling
 LY0410.and adjusted by the National Geodetic Survey in June 1991..
 LY0410
 LY0410.The geoid height was determined by GEOID03.
 LY0410
 LY0410.The dynamic height is computed by dividing the NAVD 88
 LY0410.geopotential number by the normal gravity value computed on the
 LY0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0410.degrees latitude (g = 980.6199 gals.).
 LY0410
 LY0410.The modeled gravity was interpolated from observed gravity values.
 LY0410
 LY0410;                    North         East    Units  Estimated Accuracy
 LY0410;SPC NJ       -   244,310.      156,540.      MT  (+/- 180 meters Scaled)
 LY0410
 LY0410                          SUPERSEDED SURVEY CONTROL
 LY0410
 LY0410  NGVD 29 (??/??/92)  219.640  (m)          720.60   (f) ADJ UNCH    1 2
 LY0410
 LY0410.Superseded values are not recommended for survey control.
 LY0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0410.See file dsdata.txt to determine how the superseded data were derived.
 LY0410
 LY0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL485426(NAD 83)
 LY0410_MARKER: Z = SEE DESCRIPTION
 LY0410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0410_SP_SET: SEMAPHORE FOUNDATION
 LY0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0410
 LY0410  HISTORY     - Date     Condition        Report By
 LY0410  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0410  HISTORY     - 1934     GOOD             NGS
 LY0410
 LY0410                          STATION DESCRIPTION
 LY0410
 LY0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0410'AT CHARLOTTEBURGH.
 LY0410'AT CHARLOTTEBURGH, PASSAIC COUNTY, IN FRONT OF THE TICKET OFFICE
 LY0410'OF THE NEW YORK, SUSQUEHANNA AND WESTERN RAILROAD STATION, 21
 LY0410'FEET SOUTH OF THE SOUTH RAIL, ON THE TOP OF THE NORTHEAST CORNER
 LY0410'OF THE CONCRETE FOUNDATION OF A SEMAPHORE SIGNAL (SIGNAL HAS
 LY0410'BEEN REMOVED), AND ABOUT 1 FOOT HIGHER THAN THE GROUND.  A
 LY0410'CHISELED POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5999 ***********************************************************************
 KV5999  DESIGNATION -  3 A 1
 KV5999  PID         -  KV5999
 KV5999  STATE/COUNTY-  NJ/BURLINGTON
 KV5999  USGS QUAD   -  TRENTON EAST (1981)
 KV5999
 KV5999                         *CURRENT SURVEY CONTROL
 KV5999  ___________________________________________________________________
 KV5999* NAD 83(1996)-  40 10 23.65350(N)    074 41 57.72025(W)     ADJUSTED  
 KV5999* NAVD 88     -        21.473  (meters)      70.45   (feet)  ADJUSTED  
 KV5999  ___________________________________________________________________
 KV5999  X           -   1,287,834.907 (meters)                     COMP
 KV5999  Y           -  -4,707,327.155 (meters)                     COMP
 KV5999  Z           -   4,092,694.857 (meters)                     COMP
 KV5999  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 KV5999  ELLIP HEIGHT-         -11.36  (meters)          (10/23/02) GPS OBS
 KV5999  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV5999  DYNAMIC HT  -          21.464 (meters)      70.42  (feet)  COMP
 KV5999  MODELED GRAV-     980,193.3   (mgal)                       NAVD 88
 KV5999
 KV5999  HORZ ORDER  -  FIRST
 KV5999  VERT ORDER  -  FIRST     CLASS I
 KV5999  ELLP ORDER  -  FOURTH    CLASS I
 KV5999
 KV5999.The horizontal coordinates were established by GPS observations
 KV5999.and adjusted by the National Geodetic Survey in May 1999..
 KV5999
 KV5999.The orthometric height was determined by differential leveling
 KV5999.and adjusted by the National Geodetic Survey in June 1991..
 KV5999
 KV5999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5999
 KV5999.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5999
 KV5999.The ellipsoidal height was determined by GPS observations
 KV5999.and is referenced to NAD 83.
 KV5999
 KV5999.The geoid height was determined by GEOID03.
 KV5999
 KV5999.The dynamic height is computed by dividing the NAVD 88
 KV5999.geopotential number by the normal gravity value computed on the
 KV5999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV5999.degrees latitude (g = 980.6199 gals.).
 KV5999
 KV5999.The modeled gravity was interpolated from observed gravity values.
 KV5999
 KV5999;                    North         East     Units Scale Factor Converg.
 KV5999;SPC NJ       -   148,767.146   133,020.099   MT  0.99990355   -0 07 43.0
 KV5999;SPC NJ       -   488,080.21    436,416.77   sFT  0.99990355   -0 07 43.0
 KV5999;SPC PA S     -    97,745.824   859,786.662   MT  0.99997116   +1 58 45.2
 KV5999;SPC PA S     -   320,687.76  2,820,816.74   sFT  0.99997116   +1 58 45.2
 KV5999;UTM  18      - 4,447,028.450   525,597.018   MT  0.99960807   +0 11 38.2
 KV5999
 KV5999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5999!SPC NJ       -   1.00000178  x   0.99990355  =   0.99990533
 KV5999!SPC PA S     -   1.00000178  x   0.99997116  =   0.99997294
 KV5999!UTM  18      -   1.00000178  x   0.99960807  =   0.99960985
 KV5999
 KV5999                          SUPERSEDED SURVEY CONTROL
 KV5999
 KV5999  NAD 83(1986)-  40 10 23.65368(N)    074 41 57.72280(W) AD(       ) 1
 KV5999  NAVD 88 (04/17/03)   21.47   (m)           70.4    (f) LEVELING    3  
 KV5999  NGVD 29 (01/10/92)   21.799  (m)           71.52   (f) ADJUSTED    1 1
 KV5999
 KV5999.Superseded values are not recommended for survey control.
 KV5999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5999.See file dsdata.txt to determine how the superseded data were derived.
 KV5999
 KV5999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2559747028(NAD 83)
 KV5999_MARKER: DD = SURVEY DISK
 KV5999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5999_SP_SET: CONCRETE POST
 KV5999_STAMPING: 3 A 1 1988
 KV5999_MARK LOGO: NJGS  
 KV5999_PROJECTION: FLUSH
 KV5999_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5999+STABILITY: SURFACE MOTION
 KV5999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5999+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV5999
 KV5999  HISTORY     - Date     Condition        Report By
 KV5999  HISTORY     - 1988     MONUMENTED       NJGS
 KV5999  HISTORY     - 19900505 GOOD             NJGS
 KV5999  HISTORY     - 20010815 GOOD             TWT
 KV5999  HISTORY     - 20020202 GOOD             NJGS
 KV5999
 KV5999                          STATION DESCRIPTION
 KV5999
 KV5999'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV5999'1.8 KM (1.10 MI) SOUTH ALONG U.S. HIGHWAY 206 FROM THE JUNCTION OF
 KV5999'U.S. HIGHWAY 206, COUNTY ROUTE 524 AND WHITE HORSE ROAD AT THE WHITE
 KV5999'HORSE CIRCLE TO THE MARK ON THE EAST SIDE OF NORTH BOUND U.S. HIGHWAY
 KV5999'206, 30.2 M (99.1 FT) NORTH OF THE CENTER LINE OF WEST BOUND RAMP OF
 KV5999'MARTIN AVENUE, 28.1 M (92.2 FT) EAST OF EAST CURB OF THE HIGHWAY, 25.6
 KV5999'M (84.0 FT) EAST OF POWER POLE E61912BN, 11.3 M (37.1 FT) WEST OF THE
 KV5999'CENTER LINE OF MISSION ROAD, 11.7 M (38.4 FT) NORTH OF POWER POLE 297
 KV5999'WITH WITNESS POST.  THE MARK IS 1 CM BELOW THE GROUND.
 KV5999
 KV5999                          STATION RECOVERY (1990)
 KV5999
 KV5999'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5999'THE STATION IS LOCATED IN PARSONVILLE, IN BORDENTOWN TOWNSHIP, ON THE
 KV5999'SOUTHWEST SIDE OF MISSION ROAD, AT ITS JUNCTION WITH LIBERTY AVENUE.
 KV5999'TO REACH THE STATION FROM THE WHITE HORSE CIRCLE, THE JUNCTION OF
 KV5999'U.S. HIGHWAY 206 AND SOUTH BROAD STREET, COUNTY ROAD 524, IN MERCER
 KV5999'COUNTY, GO 1.8 KM (1.10 MI) SOUTH ON U.S. HIGHWAY 206, CROSSING INTO
 KV5999'BURLINGTON COUNTY AT THE CROSSWICKS CREEK, TO THE TURN AROUND AT
 KV5999'MARTIN AVENUE. TAKE THE TURN AROUND ONTO U.S. HIGHWAY 206 NORTHBOUND
 KV5999'AND KEEPING RIGHT TAKE THE RAMP TO MISSION ROAD.  TURN SOUTH ON
 KV5999'MISSION ROAD TO LIBERTY AVENUE ON THE LEFT AND THE STATION ON THE
 KV5999'RIGHT.  THE STATION IS SET IN A GRASS BERM AREA BETWEEN MISSION ROAD
 KV5999'AND AN ABANDONED PAVED FIRE LANE THAT WENT FROM MISSION ROAD TO THE
 KV5999'JUGHANDLE FROM U.S. HIGHWAY 206 NORTHBOUND AT THE TRAFFIC LIGHT.  THE
 KV5999'STATION IS 11.3 M (37.1 FT) WEST OF THE MISSION ROAD CENTERLINE, 28.1
 KV5999'M (92.2 FT) EAST OF THE EAST CURBLINE OF ROUTE 206, 25.6 M (84.0 FT)
 KV5999'EAST OF POLE NUMBER E 61912 BN AND 12.0 M (39.4 FT) NORTH OF POLE
 KV5999'NUMBER 297, 0.05 M (0.16 FT) EAST OF A CARSONITE WITNESS POST AND
 KV5999'FLUSH WITH THE GROUND.
 KV5999
 KV5999                          STATION RECOVERY (2001)
 KV5999
 KV5999'RECOVERY NOTE BY TWT CONS ENG 2001 (DJR)
 KV5999'RECOVERED IN GOOD CONDITION.
 KV5999
 KV5999                          STATION RECOVERY (2002)
 KV5999
 KV5999'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV5999'RECOVERED AS DESCRIBED
 KV5999'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5995 ***********************************************************************
 KV5995  DESIGNATION -  3 A 1 AZ MK
 KV5995  PID         -  KV5995
 KV5995  STATE/COUNTY-  NJ/BURLINGTON
 KV5995  USGS QUAD   -  TRENTON EAST (1981)
 KV5995
 KV5995                         *CURRENT SURVEY CONTROL
 KV5995  ___________________________________________________________________
 KV5995* NAD 83(1986)-  40 09 41.     (N)    074 42 01.     (W)     SCALED    
 KV5995* NAVD 88     -        15.685  (meters)      51.46   (feet)  ADJUSTED  
 KV5995  ___________________________________________________________________
 KV5995  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KV5995  DYNAMIC HT  -          15.678 (meters)      51.44  (feet)  COMP
 KV5995  MODELED GRAV-     980,195.2   (mgal)                       NAVD 88
 KV5995
 KV5995  VERT ORDER  -  FIRST     CLASS I
 KV5995
 KV5995.The horizontal coordinates were scaled from a topographic map and have
 KV5995.an estimated accuracy of +/- 6 seconds.
 KV5995
 KV5995.The orthometric height was determined by differential leveling
 KV5995.and adjusted by the National Geodetic Survey in June 1991..
 KV5995
 KV5995.The geoid height was determined by GEOID03.
 KV5995
 KV5995.The dynamic height is computed by dividing the NAVD 88
 KV5995.geopotential number by the normal gravity value computed on the
 KV5995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV5995.degrees latitude (g = 980.6199 gals.).
 KV5995
 KV5995.The modeled gravity was interpolated from observed gravity values.
 KV5995
 KV5995;                    North         East    Units  Estimated Accuracy
 KV5995;SPC NJ       -   147,450.      132,940.      MT  (+/- 180 meters Scaled)
 KV5995
 KV5995                          SUPERSEDED SURVEY CONTROL
 KV5995
 KV5995  NGVD 29 (01/10/92)   16.011  (m)           52.53   (f) ADJUSTED    1 1
 KV5995
 KV5995.Superseded values are not recommended for survey control.
 KV5995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5995.See file dsdata.txt to determine how the superseded data were derived.
 KV5995
 KV5995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK255457(NAD 83)
 KV5995_MARKER: DZ = AZIMUTH MARK DISK
 KV5995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5995_SP_SET: CONCRETE POST
 KV5995_STAMPING: 3 A1 AZIMUTH MARK 1988
 KV5995_MARK LOGO: NJGS  
 KV5995_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5995+STABILITY: SURFACE MOTION
 KV5995_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5995+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KV5995
 KV5995  HISTORY     - Date     Condition        Report By
 KV5995  HISTORY     - 1988     MONUMENTED       NJGS
 KV5995
 KV5995                          STATION DESCRIPTION
 KV5995
 KV5995'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV5995'3.2 KM (2.00 MI) SOUTH ALONG U.S. HIGHWAY 206 FROM THE JUNCTION OF
 KV5995'U.S. HIGHWAY 206, COUNTY ROUTE 524 AND WHITE HORSE ROAD AT THE WHITE
 KV5995'HORSE CIRCLE TO THE MARK ON THE NORTHWEST SIDE OF THE SOUTH BOUND LANE
 KV5995'OF U.S. HIGHWAY 206, ALSO 0.4 KM (0.25 MI) OF THE CONRAIL BRIDGE OVER
 KV5995'THE HIGHWAY. 41.8 M (137.1 FT) SOUTH OF MILE POST 37, 33.3 M
 KV5995'(109.3 FT) SOUTH OF POWER POLE 7, 6.10 M (20.0 FT) OF A LIGHT SIGNAL
 KV5995'WARNING SIGN,49.6 M (162.75 FT) NORTH NORTHEAST OF SLAYTON AVENUE,
 KV5995'55.30 M (181.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF A TIRE STORE
 KV5995'AND 3.8 M (12.5 FT) EAST SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8773 ***********************************************************************
 AB8773  DESIGNATION -  3 A 2
 AB8773  PID         -  AB8773
 AB8773  STATE/COUNTY-  NJ/BURLINGTON
 AB8773  USGS QUAD   -  BRISTOL (1981)
 AB8773
 AB8773                         *CURRENT SURVEY CONTROL
 AB8773  ___________________________________________________________________
 AB8773* NAD 83(1996)-  40 06 12.19764(N)    074 47 28.03058(W)     ADJUSTED  
 AB8773* NAVD 88     -        15.4    (meters)      51.     (feet)  GPS OBS   
 AB8773  ___________________________________________________________________
 AB8773  X           -   1,281,605.389 (meters)                     COMP
 AB8773  Y           -  -4,714,203.545 (meters)                     COMP
 AB8773  Z           -   4,086,761.721 (meters)                     COMP
 AB8773  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 AB8773  ELLIP HEIGHT-         -17.40  (meters)          (10/23/02) GPS OBS
 AB8773  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 AB8773
 AB8773  HORZ ORDER  -  FIRST
 AB8773  ELLP ORDER  -  FOURTH    CLASS I
 AB8773
 AB8773.The horizontal coordinates were established by GPS observations
 AB8773.and adjusted by the National Geodetic Survey in May 1999..
 AB8773
 AB8773.The orthometric height was determined by GPS observations and a
 AB8773.high-resolution geoid model.
 AB8773
 AB8773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8773
 AB8773.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8773
 AB8773.The ellipsoidal height was determined by GPS observations
 AB8773.and is referenced to NAD 83.
 AB8773
 AB8773.The geoid height was determined by GEOID03.
 AB8773
 AB8773;                    North         East     Units Scale Factor Converg.
 AB8773;SPC NJ       -   141,033.655   125,180.171   MT  0.99990758   -0 11 15.1
 AB8773;SPC NJ       -   462,707.92    410,695.28   sFT  0.99990758   -0 11 15.1
 AB8773;UTM  18      - 4,439,253.308   517,803.055   MT  0.99960390   +0 08 04.4
 AB8773
 AB8773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8773!SPC NJ       -   1.00000273  x   0.99990758  =   0.99991031
 AB8773!UTM  18      -   1.00000273  x   0.99960390  =   0.99960663
 AB8773
 AB8773                          SUPERSEDED SURVEY CONTROL
 AB8773
 AB8773  ELLIP H (05/14/99)  -17.41   (m)                       GP(       ) 4 1
 AB8773  NAD 83(1992)-  40 06 12.19687(N)    074 47 28.03064(W) AD(       ) 1
 AB8773  ELLIP H (12/16/96)  -17.44   (m)                       GP(       ) 2 1
 AB8773
 AB8773.Superseded values are not recommended for survey control.
 AB8773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8773.See file dsdata.txt to determine how the superseded data were derived.
 AB8773
 AB8773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1780339253(NAD 83)
 AB8773_MARKER: DD = SURVEY DISK
 AB8773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8773_STAMPING: 3 A 2 1995
 AB8773_MARK LOGO: NJGS  
 AB8773_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8773+STABILITY: SURFACE MOTION
 AB8773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8773+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB8773
 AB8773  HISTORY     - Date     Condition        Report By
 AB8773  HISTORY     - 1995     MONUMENTED       TWT
 AB8773  HISTORY     - 20041227 MARK NOT FOUND   NJGS
 AB8773
 AB8773                          STATION DESCRIPTION
 AB8773
 AB8773'DESCRIBED BY TWT CONS ENG 1995 (WPD)
 AB8773'THE STATION IS LOCATED APPROXIMATELY 400.0 FT (121.9 M) NORTH OF THE
 AB8773'PENNSYLVANIA TURNPIKE OVERPASS ON THE NORTHWEST SIDE OF U.S.  HIGHWAY
 AB8773'ROUTE 130 IN THE TOWNSHIP OF FLORENCE.  TO REACH THE STATION FROM THE
 AB8773'INTERSECTION OF U.S.  HIGHWAY ROUTE 130 AND THE PENNSYLVANIA TURNPIKE
 AB8773'CONNECTOR OVERPASS, GO NORTH ON U.S. HIGHWAY 130 0.05 MI (0.08 KM) TO
 AB8773'THE STATION ON THE LEFT SET FLUSH WITH THE GROUND.  THE STATION IS
 AB8773'LOCATED 29.0 FT (8.8 M) SOUTHWEST OF THE CENTERLINE OF THE GRAVEL
 AB8773'DRIVEWAY FOR PHILS R/C SHOP, 51.0 FT (15.5 M) NORTHWEST OF THE
 AB8773'PHYSICAL CENTERLINE OF U.S.  HIGHWAY ROUTE 130, 53.3 FT (16.2 M)
 AB8773'NORTHEAST OF A PK IN THE BASE OF UTILITY POLE NUMBER 755FL, 66.6 FT
 AB8773'(20.3 M) WEST OF A PK IN THE BASE OF UTILITY POLE NUMBER 61498FL AND
 AB8773'22.3 FT (6.8 M) SOUTH OF THE SOUTH CORNER OF A PUBLIC TELEPHONE
 AB8773'PEDESTAL.
 AB8773
 AB8773                          STATION RECOVERY (2004)
 AB8773
 AB8773'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2004 (ECB)
 AB8773'TIES ARE GONE DUE TO NEW CONSTRUCTION IN THE AREA.  STATION IS
 AB8773'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6659 ***********************************************************************
 KV6659  DESIGNATION -  3 B 1
 KV6659  PID         -  KV6659
 KV6659  STATE/COUNTY-  NJ/BURLINGTON
 KV6659  USGS QUAD   -  BRISTOL (1981)
 KV6659
 KV6659                         *CURRENT SURVEY CONTROL
 KV6659  ___________________________________________________________________
 KV6659* NAD 83(1986)-  40 04 17.     (N)    074 51 19.     (W)     SCALED    
 KV6659* NAVD 88     -         1.920  (meters)       6.30   (feet)  ADJUSTED  
 KV6659  ___________________________________________________________________
 KV6659  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV6659  DYNAMIC HT  -           1.919 (meters)       6.30  (feet)  COMP
 KV6659  MODELED GRAV-     980,193.8   (mgal)                       NAVD 88
 KV6659
 KV6659  VERT ORDER  -  FIRST     CLASS II
 KV6659
 KV6659.The horizontal coordinates were scaled from a topographic map and have
 KV6659.an estimated accuracy of +/- 6 seconds.
 KV6659
 KV6659.The orthometric height was determined by differential leveling
 KV6659.and adjusted by the National Geodetic Survey in March 2001..
 KV6659
 KV6659.The geoid height was determined by GEOID03.
 KV6659
 KV6659.The dynamic height is computed by dividing the NAVD 88
 KV6659.geopotential number by the normal gravity value computed on the
 KV6659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6659.degrees latitude (g = 980.6199 gals.).
 KV6659
 KV6659.The modeled gravity was interpolated from observed gravity values.
 KV6659
 KV6659;                    North         East    Units  Estimated Accuracy
 KV6659;SPC NJ       -   137,500.      119,700.      MT  (+/- 180 meters Scaled)
 KV6659
 KV6659                          SUPERSEDED SURVEY CONTROL
 KV6659
 KV6659  NAVD 88 (01/25/94)    1.925  (m)            6.32   (f) UNKNOWN     1 2
 KV6659  NGVD 29 (01/10/92)    2.246  (m)            7.37   (f) ADJUSTED    1 2
 KV6659
 KV6659.Superseded values are not recommended for survey control.
 KV6659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6659.See file dsdata.txt to determine how the superseded data were derived.
 KV6659
 KV6659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK123356(NAD 83)
 KV6659_MARKER: DD = SURVEY DISK
 KV6659_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6659_SP_SET: SIDEWALK
 KV6659_STAMPING: 3 B 1 1991
 KV6659_MARK LOGO: NJGS  
 KV6659_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6659+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1996
 KV6659
 KV6659  HISTORY     - Date     Condition        Report By
 KV6659  HISTORY     - 1991     MONUMENTED       NJGS
 KV6659  HISTORY     - 19961003 GOOD             NJGS
 KV6659
 KV6659                          STATION DESCRIPTION
 KV6659
 KV6659'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6659'THE STATION IS LOCATED IN THE CITY OF BURLINGTON ON THE SOUTHEAST
 KV6659'CORNER OF THE INTERSECTION OF THE SOUTHBOUND LANES OF U.S. HIGHWAY
 KV6659'130 AND HIGH STREET, COUNTY ROAD 541, IN FRONT OF THE BURLINGTON
 KV6659'DINER.  THE STATION IS 0.3 M (1.0 FT) SOUTH FROM THE SOUTH CURBLINE
 KV6659'OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 130, 1.8 M (5.9 FT) WEST
 KV6659'NORTHWEST OF POLE 372, 5.4 M (17.7 FT) NORTHWEST OF THE NORTHWEST
 KV6659'CORNER OF STEPS LEADING TO THE BURLINGTON DINER AND FLUSH WITH THE
 KV6659'SIDEWALK.
 KV6659
 KV6659                          STATION RECOVERY (1996)
 KV6659
 KV6659'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV6659'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8774 ***********************************************************************
 AB8774  DESIGNATION -  3 B 2
 AB8774  PID         -  AB8774
 AB8774  STATE/COUNTY-  NJ/BURLINGTON
 AB8774  USGS QUAD   -  BRISTOL (1981)
 AB8774
 AB8774                         *CURRENT SURVEY CONTROL
 AB8774  ___________________________________________________________________
 AB8774* NAD 83(1996)-  40 07 12.61380(N)    074 44 59.71319(W)     ADJUSTED  
 AB8774* NAVD 88     -        17.1    (meters)      56.     (feet)  GPS OBS   
 AB8774  ___________________________________________________________________
 AB8774  X           -   1,284,679.433 (meters)                     COMP
 AB8774  Y           -  -4,712,123.780 (meters)                     COMP
 AB8774  Z           -   4,088,188.009 (meters)                     COMP
 AB8774  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 AB8774  ELLIP HEIGHT-         -15.62  (meters)          (10/23/02) GPS OBS
 AB8774  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 AB8774
 AB8774  HORZ ORDER  -  FIRST
 AB8774  ELLP ORDER  -  FOURTH    CLASS I
 AB8774
 AB8774.The horizontal coordinates were established by GPS observations
 AB8774.and adjusted by the National Geodetic Survey in May 1999..
 AB8774
 AB8774.The orthometric height was determined by GPS observations and a
 AB8774.high-resolution geoid model.
 AB8774
 AB8774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8774
 AB8774.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8774
 AB8774.The ellipsoidal height was determined by GPS observations
 AB8774.and is referenced to NAD 83.
 AB8774
 AB8774.The geoid height was determined by GEOID03.
 AB8774
 AB8774;                    North         East     Units Scale Factor Converg.
 AB8774;SPC NJ       -   142,886.238   128,697.916   MT  0.99990558   -0 09 39.8
 AB8774;SPC NJ       -   468,785.93    422,236.41   sFT  0.99990558   -0 09 39.8
 AB8774;UTM  18      - 4,441,125.075   521,309.270   MT  0.99960559   +0 09 40.1
 AB8774
 AB8774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8774!SPC NJ       -   1.00000245  x   0.99990558  =   0.99990803
 AB8774!UTM  18      -   1.00000245  x   0.99960559  =   0.99960804
 AB8774
 AB8774                          SUPERSEDED SURVEY CONTROL
 AB8774
 AB8774  NAD 83(1992)-  40 07 12.61300(N)    074 44 59.71320(W) AD(       ) 1
 AB8774  ELLIP H (12/16/96)  -15.66   (m)                       GP(       ) 2 1
 AB8774
 AB8774.Superseded values are not recommended for survey control.
 AB8774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8774.See file dsdata.txt to determine how the superseded data were derived.
 AB8774
 AB8774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2130941125(NAD 83)
 AB8774_MARKER: DD = SURVEY DISK
 AB8774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8774_STAMPING: 3 B 2 1995
 AB8774_MARK LOGO: NJGS  
 AB8774_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8774+STABILITY: SURFACE MOTION
 AB8774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8774+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB8774
 AB8774  HISTORY     - Date     Condition        Report By
 AB8774  HISTORY     - 1995     MONUMENTED       TWT
 AB8774
 AB8774                          STATION DESCRIPTION
 AB8774
 AB8774'DESCRIBED BY TWT CONS ENG 1995 (WPD)
 AB8774'THE STATION IS LOCATED APPROXIMATELY 7.0 MI (11.3 KM) NORTHEAST OF
 AB8774'BURLINGTON, NEW JERSEY IN THE TOWN OF FIELDSBORO, BORDENTOWN TOWNSHIP
 AB8774'ON THE NORTHWEST SIDE OF U.S.  HIGHWAY ROUTE 130.  TO REACH THE
 AB8774'STATION FROM THE INTERSECTION OF U.S.  HIGHWAY ROUTE 130 AND HEDDING
 AB8774'ROAD (COUNTY ROAD 678) , GO NORTH ON U.S.  HIGHWAY ROUTE 130 0.2 MI
 AB8774'(0.3 KM) TO THE STATION ON THE LEFT SET FLUSH WITH THE GROUND.  THE
 AB8774'STATION IS 124.7 FT (38.0 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A 1
 AB8774'STORY STUCCO BUILDING (PRIDE OF NEW JERSEY WINE SHOP) , 175.0 FT (53.3
 AB8774'M) NORTHEAST OF THE CENTERLINE OF THE DRIVEWAY TO THE WINE SHOP, 49.5
 AB8774'FT (15.1 M) NORTHWEST OF THE PHYSICAL CENTERLINE OF U.S. HIGHWAY ROUTE
 AB8774'130, 94.0 FT (28.7 M) WEST OF UTILITY POLE NUMBER 62722 AND 46.0 FT
 AB8774'(14.0 M) NORTHEAST OF UTILITY POLE NUMBER 62723.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8776 ***********************************************************************
 AB8776  DESIGNATION -  3 C 2
 AB8776  PID         -  AB8776
 AB8776  STATE/COUNTY-  NJ/BURLINGTON
 AB8776  USGS QUAD   -  TRENTON EAST (1981)
 AB8776
 AB8776                         *CURRENT SURVEY CONTROL
 AB8776  ___________________________________________________________________
 AB8776* NAD 83(1996)-  40 08 01.73594(N)    074 43 08.35778(W)     ADJUSTED  
 AB8776* NAVD 88     -        24.3    (meters)      80.     (feet)  GPS OBS   
 AB8776  ___________________________________________________________________
 AB8776  X           -   1,286,967.262 (meters)                     COMP
 AB8776  Y           -  -4,710,492.905 (meters)                     COMP
 AB8776  Z           -   4,089,351.117 (meters)                     COMP
 AB8776  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 AB8776  ELLIP HEIGHT-          -8.43  (meters)          (10/23/02) GPS OBS
 AB8776  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 AB8776
 AB8776  HORZ ORDER  -  FIRST
 AB8776  ELLP ORDER  -  FOURTH    CLASS I
 AB8776
 AB8776.The horizontal coordinates were established by GPS observations
 AB8776.and adjusted by the National Geodetic Survey in May 1999..
 AB8776
 AB8776.The orthometric height was determined by GPS observations and a
 AB8776.high-resolution geoid model.
 AB8776
 AB8776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8776
 AB8776.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8776
 AB8776.The ellipsoidal height was determined by GPS observations
 AB8776.and is referenced to NAD 83.
 AB8776
 AB8776.The geoid height was determined by GEOID03.
 AB8776
 AB8776;                    North         East     Units Scale Factor Converg.
 AB8776;SPC NJ       -   144,394.241   131,338.160   MT  0.99990429   -0 08 28.2
 AB8776;SPC NJ       -   473,733.44    430,898.61   sFT  0.99990429   -0 08 28.2
 AB8776;UTM  18      - 4,442,647.449   523,940.204   MT  0.99960706   +0 10 52.1
 AB8776
 AB8776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8776!SPC NJ       -   1.00000132  x   0.99990429  =   0.99990561
 AB8776!UTM  18      -   1.00000132  x   0.99960706  =   0.99960838
 AB8776
 AB8776                          SUPERSEDED SURVEY CONTROL
 AB8776
 AB8776  ELLIP H (05/14/99)   -8.44   (m)                       GP(       ) 4 1
 AB8776  NAD 83(1992)-  40 08 01.73516(N)    074 43 08.35773(W) AD(       ) 1
 AB8776  ELLIP H (12/16/96)   -8.48   (m)                       GP(       ) 2 1
 AB8776
 AB8776.Superseded values are not recommended for survey control.
 AB8776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8776.See file dsdata.txt to determine how the superseded data were derived.
 AB8776
 AB8776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2394042647(NAD 83)
 AB8776_MARKER: DD = SURVEY DISK
 AB8776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8776_STAMPING: 3 C 2 1995
 AB8776_MARK LOGO: NJGS  
 AB8776_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8776+STABILITY: SURFACE MOTION
 AB8776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8776+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 AB8776
 AB8776  HISTORY     - Date     Condition        Report By
 AB8776  HISTORY     - 1995     MONUMENTED       TWT
 AB8776  HISTORY     - 20050809 GOOD             ACT
 AB8776
 AB8776                          STATION DESCRIPTION
 AB8776
 AB8776'DESCRIBED BY TWT CONS ENG 1995 (WPD)
 AB8776'THE STATION IS LOCATED APPROXIMATELY 9.0 MI (14.5 KM) NORTHEAST OF
 AB8776'BURLINGTON, NEW JERSEY IN THE TOWN OF FIELDSBORO, BORDENTOWN TOWNSHIP
 AB8776'ON THE SOUTHEAST SIDE OF U.S.  HIGHWAY ROUTE 130.  TO REACH THE
 AB8776'STATION FROM THE INTERSECTION OF U.S.  HIGHWAY ROUTE 130 AND DUNNS
 AB8776'MILL ROAD, GO NORTH ON U.S.  HIGHWAY ROUTE 130 0.25 MI (0.40 KM) TO
 AB8776'THE STATION ON THE RIGHT SET FLUSH WITH THE GROUND.  THE STATION IS
 AB8776'19.5 FT (5.9 M) NORTHEAST OF THE FACE OF CURB ON THE NORTHEAST SIDE OF
 AB8776'THE ACCESS ROAD FOR THE NEW JERSEY STATE POLICE NATIONAL GUARD, 8.9 FT
 AB8776'(2.7 M) NORTHEAST OF THE NEW JERSEY NATIONAL GUARD MAINTENANCE SHOPS
 AB8776'SOUTHWEST BUILDING LINE EXTENDED, 25.7 FT (7.8 M) EAST OF THE
 AB8776'NORTHEAST CORNER OF THE CURB PIECE OF A B INLET, 41.6 FT (12.7 M)
 AB8776'NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE STAND FOR LIGHT POLE
 AB8776'NUMBER E11195 AND 63.8 FT (19.4 M) WEST OF THE NORTHWEST CORNER OF THE
 AB8776'CONCRETE STAND FOR LIGHT POLE NUMBER E12194.
 AB8776
 AB8776                          STATION RECOVERY (2005)
 AB8776
 AB8776'RECOVERY NOTE BY ACT ENGINEERS INCORPORATED 2005 (PD)
 AB8776'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0017 ***********************************************************************
 KV0017  DESIGNATION -  3 C OF PA
 KV0017  PID         -  KV0017
 KV0017  STATE/COUNTY-  NJ/MIDDLESEX
 KV0017  USGS QUAD   -  PERTH AMBOY (1981)
 KV0017
 KV0017                         *CURRENT SURVEY CONTROL
 KV0017  ___________________________________________________________________
 KV0017* NAD 83(1986)-  40 31 17.     (N)    074 16 35.     (W)     SCALED    
 KV0017* NAVD 88     -        33.389  (meters)     109.54   (feet)  ADJUSTED  
 KV0017  ___________________________________________________________________
 KV0017  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV0017  DYNAMIC HT  -          33.376 (meters)     109.50  (feet)  COMP
 KV0017  MODELED GRAV-     980,216.1   (mgal)                       NAVD 88
 KV0017
 KV0017  VERT ORDER  -  FIRST     CLASS II
 KV0017
 KV0017.The horizontal coordinates were scaled from a topographic map and have
 KV0017.an estimated accuracy of +/- 6 seconds.
 KV0017
 KV0017.The orthometric height was determined by differential leveling
 KV0017.and adjusted by the National Geodetic Survey in June 1991..
 KV0017.WARNING-Repeat measurements at this control monument indicate possible
 KV0017.vertical movement.
 KV0017
 KV0017.The geoid height was determined by GEOID03.
 KV0017
 KV0017.The dynamic height is computed by dividing the NAVD 88
 KV0017.geopotential number by the normal gravity value computed on the
 KV0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0017.degrees latitude (g = 980.6199 gals.).
 KV0017
 KV0017.The modeled gravity was interpolated from observed gravity values.
 KV0017
 KV0017;                    North         East    Units  Estimated Accuracy
 KV0017;SPC NJ       -   187,430.      168,950.      MT  (+/- 180 meters Scaled)
 KV0017
 KV0017                          SUPERSEDED SURVEY CONTROL
 KV0017
 KV0017  NGVD 29 (04/16/92)   33.695  (m)          110.55   (f) ADJUSTED    1 2
 KV0017
 KV0017.Superseded values are not recommended for survey control.
 KV0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0017.See file dsdata.txt to determine how the superseded data were derived.
 KV0017
 KV0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK612858(NAD 83)
 KV0017_MARKER: S = SPIKE
 KV0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0017_SP_SET: APRON
 KV0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0017
 KV0017  HISTORY     - Date     Condition        Report By
 KV0017  HISTORY     - 1933     MONUMENTED       NJ2570
 KV0017  HISTORY     - 1952     POOR             CGS
 KV0017  HISTORY     - 1967     MARK NOT FOUND   CGS
 KV0017
 KV0017                          STATION DESCRIPTION
 KV0017
 KV0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0017'AT PERTH AMBOY.
 KV0017'AT PERTH AMBOY, AT THE CROSSING OF AMBOY AND HALL AVENUES, A
 KV0017'RAILROAD SPIKE IN THE BLACK TOP APRON ALONG NORTH SIDE OF GARFIELD
 KV0017'FIRE STATION, 11 FEET NORTHEAST OF NORTHWEST CORNER OF BUILDING,
 KV0017'2 FEET SOUTH OF SOUTH CURB OF HALL AVENUE AND ABOUT 1 FOOT ABOVE
 KV0017'HALL AVENUE.  NOTE-- MARK IS IN A THIN LAYER OF BLACK TOP WHICH IS
 KV0017'CRACKED AND NOT SOLID.
 KV0017
 KV0017                          STATION RECOVERY (1967)
 KV0017
 KV0017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KV0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6650 ***********************************************************************
 KV6650  DESIGNATION -  3 D 1
 KV6650  PID         -  KV6650
 KV6650  STATE/COUNTY-  NJ/BURLINGTON
 KV6650  USGS QUAD   -  BEVERLY (1973)
 KV6650
 KV6650                         *CURRENT SURVEY CONTROL
 KV6650  ___________________________________________________________________
 KV6650* NAD 83(1986)-  40 02 39.     (N)    074 56 11.     (W)     SCALED    
 KV6650* NAVD 88     -         5.145  (meters)      16.88   (feet)  ADJUSTED  
 KV6650  ___________________________________________________________________
 KV6650  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV6650  DYNAMIC HT  -           5.143 (meters)      16.87  (feet)  COMP
 KV6650  MODELED GRAV-     980,193.0   (mgal)                       NAVD 88
 KV6650
 KV6650  VERT ORDER  -  SECOND    CLASS I
 KV6650
 KV6650.The horizontal coordinates were scaled from a topographic map and have
 KV6650.an estimated accuracy of +/- 6 seconds.
 KV6650
 KV6650.The orthometric height was determined by differential leveling
 KV6650.and adjusted by the National Geodetic Survey in January 1994..
 KV6650
 KV6650.The geoid height was determined by GEOID03.
 KV6650
 KV6650.The dynamic height is computed by dividing the NAVD 88
 KV6650.geopotential number by the normal gravity value computed on the
 KV6650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6650.degrees latitude (g = 980.6199 gals.).
 KV6650
 KV6650.The modeled gravity was interpolated from observed gravity values.
 KV6650
 KV6650;                    North         East    Units  Estimated Accuracy
 KV6650;SPC NJ       -   134,510.      112,760.      MT  (+/- 180 meters Scaled)
 KV6650
 KV6650                          SUPERSEDED SURVEY CONTROL
 KV6650
 KV6650  NGVD 29 (01/10/92)    5.466  (m)           17.93   (f) ADJUSTED    2 1
 KV6650
 KV6650.Superseded values are not recommended for survey control.
 KV6650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6650.See file dsdata.txt to determine how the superseded data were derived.
 KV6650
 KV6650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK054326(NAD 83)
 KV6650_MARKER: DD = SURVEY DISK
 KV6650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6650_SP_SET: CONCRETE POST
 KV6650_STAMPING: 3 D 1 1991
 KV6650_MARK LOGO: NJGS  
 KV6650_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6650+STABILITY: SURFACE MOTION
 KV6650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6650+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1998
 KV6650
 KV6650  HISTORY     - Date     Condition        Report By
 KV6650  HISTORY     - 1991     MONUMENTED       NJGS
 KV6650  HISTORY     - 19981208 GOOD             NJGS
 KV6650
 KV6650                          STATION DESCRIPTION
 KV6650
 KV6650'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6650'THE STATION IS LOCATED IN DELANCO TOWNSHIP ON THE GROUNDS OF THE NEW
 KV6650'JERSEY MOTOR VEHICLE INSPECTION STATION ON THE NORTHEAST SIDE OF
 KV6650'CREEK ROAD.  TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTE
 KV6650'130 AND CREEK ROAD, GO 1.10 MI (1.77 KM) NORTHWEST ON CREEK ROAD TO
 KV6650'THE STATION ON THE RIGHT, SET IN A GRASS AREA BETWEEN THE EXIT LANES
 KV6650'FROM THE INSPECTION STATION BUILDING AND THE ENTRANCE LANES TO THE
 KV6650'OFFICES.  THE STATION IS 20.7 M (67.9 FT) NORTHEAST FROM THE
 KV6650'CENTERLINE OF CREEK ROAD, 9.6 M (31.5 FT) NORTHWEST FROM THE
 KV6650'NORTHWEST EDGE OF PAVING OF THE EXIT LANES, 18.0 M (59.1 FT)
 KV6650'SOUTHWEST FROM A LIGHT STANDARD, 11.5 M (37.7 FT) NORTHEAST FROM THE
 KV6650'NORTHEAST CORNER OF A CONCRETE ROAD DRAINAGE CULVERT UNDER THE EXIT
 KV6650'LANES, 15.5 M (50.9 FT) NORTHEAST FROM THE NORTHEAST EDGE OF PAVING
 KV6650'OF CREEK ROAD, 28.1 M (92.2 FT) SOUTHWEST FROM A FLAG POLE, 28.8 M
 KV6650'(94.5 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE INSPECTION
 KV6650'BUILDING AND IS FLUSH WITH THE GROUND.
 KV6650
 KV6650                          STATION RECOVERY (1998)
 KV6650
 KV6650'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV6650'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8777 ***********************************************************************
 AB8777  DESIGNATION -  3 D 2
 AB8777  PID         -  AB8777
 AB8777  STATE/COUNTY-  NJ/BURLINGTON
 AB8777  USGS QUAD   -  TRENTON EAST (1981)
 AB8777
 AB8777                         *CURRENT SURVEY CONTROL
 AB8777  ___________________________________________________________________
 AB8777* NAD 83(1996)-  40 08 30.10333(N)    074 42 12.39867(W)     ADJUSTED  
 AB8777* NAVD 88     -        19.9    (meters)      65.     (feet)  GPS OBS   
 AB8777  ___________________________________________________________________
 AB8777  X           -   1,288,095.471 (meters)                     COMP
 AB8777  Y           -  -4,709,596.284 (meters)                     COMP
 AB8777  Z           -   4,090,017.167 (meters)                     COMP
 AB8777  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 AB8777  ELLIP HEIGHT-         -12.85  (meters)          (10/23/02) GPS OBS
 AB8777  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 AB8777
 AB8777  HORZ ORDER  -  FIRST
 AB8777  ELLP ORDER  -  FOURTH    CLASS I
 AB8777
 AB8777.The horizontal coordinates were established by GPS observations
 AB8777.and adjusted by the National Geodetic Survey in May 1999..
 AB8777
 AB8777.The orthometric height was determined by GPS observations and a
 AB8777.high-resolution geoid model.
 AB8777
 AB8777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8777
 AB8777.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8777
 AB8777.The ellipsoidal height was determined by GPS observations
 AB8777.and is referenced to NAD 83.
 AB8777
 AB8777.The geoid height was determined by GEOID03.
 AB8777
 AB8777;                    North         East     Units Scale Factor Converg.
 AB8777;SPC NJ       -   145,265.962   132,664.816   MT  0.99990370   -0 07 52.2
 AB8777;SPC NJ       -   476,593.41    435,251.15   sFT  0.99990370   -0 07 52.2
 AB8777;UTM  18      - 4,443,526.358   525,261.543   MT  0.99960786   +0 11 28.3
 AB8777
 AB8777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8777!SPC NJ       -   1.00000202  x   0.99990370  =   0.99990572
 AB8777!UTM  18      -   1.00000202  x   0.99960786  =   0.99960988
 AB8777
 AB8777                          SUPERSEDED SURVEY CONTROL
 AB8777
 AB8777  ELLIP H (05/14/99)  -12.86   (m)                       GP(       ) 4 1
 AB8777  NAD 83(1992)-  40 08 30.10255(N)    074 42 12.39862(W) AD(       ) 1
 AB8777  ELLIP H (12/16/96)  -12.89   (m)                       GP(       ) 2 1
 AB8777
 AB8777.Superseded values are not recommended for survey control.
 AB8777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8777.See file dsdata.txt to determine how the superseded data were derived.
 AB8777
 AB8777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2526243526(NAD 83)
 AB8777_MARKER: DD = SURVEY DISK
 AB8777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8777_STAMPING: 3 D 2 1995
 AB8777_MARK LOGO: NJGS  
 AB8777_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8777+STABILITY: SURFACE MOTION
 AB8777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8777+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB8777
 AB8777  HISTORY     - Date     Condition        Report By
 AB8777  HISTORY     - 1995     MONUMENTED       TWT
 AB8777
 AB8777                          STATION DESCRIPTION
 AB8777
 AB8777'DESCRIBED BY TWT CONS ENG 1995 (WPD)
 AB8777'THE STATION IS LOCATED APPROXIMATELY 6.4 MI (10.3 KM) SOUTH SOUTHEAST
 AB8777'OF TRENTON, NEW JERSEY IN THE TOWN OF BORDENTOWN, BORDENTOWN TOWNSHIP
 AB8777'IN THE GRASS MEDIAN STRIP OF U.S.  HIGHWAY ROUTE 130.  THE STATION IS
 AB8777'BOUNDED TO THE NORTH BY SOUTHBOUND U.S.  HIGHWAY ROUTE 130, TO THE
 AB8777'EAST BY SOUTHBOUND U.S.  HIGHWAY ROUTE 206, TO THE SOUTH BY NORTHBOUND
 AB8777'U.S.  HIGHWAY ROUTE 130 AND TO THE WEST BY A U-TURN RAMP FROM
 AB8777'SOUTHBOUND U.S.  HIGHWAY ROUTE 130 TO NORTHBOUND U.S. HIGHWAY ROUTE
 AB8777'130.  THE STATION IS SET FLUSH WITH GROUND.  THE STATION IS LOCATED
 AB8777'35.9 FT (10.9 M) NORTH OF THE FACE OF CURB OF THE NORTH SIDE OF
 AB8777'NORTHBOUND U.S HIGHWAY ROUTE 130, 30.7 FT (9.4 M) EAST OF THE
 AB8777'NORTHEAST CORNER OF THE CONCRETE PAD AT A STATE HIGHWAY DEPARTMENT
 AB8777'JUNCTION BOX JUST EAST OF THE U-TURN RAMP, 30.9 FT (9.4 M) NORTHEAST
 AB8777'OF A ONE WAY SIGN AND 65.6 FT (20.0 M) SOUTHWEST OF A PK IN THE BASE
 AB8777'OF UTILITY POLE NUMBER 61470BD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6651 ***********************************************************************
 KV6651  DESIGNATION -  3 E 1
 KV6651  PID         -  KV6651
 KV6651  STATE/COUNTY-  NJ/BURLINGTON
 KV6651  USGS QUAD   -  BEVERLY (1973)
 KV6651
 KV6651                         *CURRENT SURVEY CONTROL
 KV6651  ___________________________________________________________________
 KV6651* NAD 83(1986)-  40 02 46.     (N)    074 55 40.     (W)     SCALED    
 KV6651* NAVD 88     -         6.277  (meters)      20.59   (feet)  ADJUSTED  
 KV6651  ___________________________________________________________________
 KV6651  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV6651  DYNAMIC HT  -           6.274 (meters)      20.58  (feet)  COMP
 KV6651  MODELED GRAV-     980,193.3   (mgal)                       NAVD 88
 KV6651
 KV6651  VERT ORDER  -  SECOND    CLASS I
 KV6651
 KV6651.The horizontal coordinates were scaled from a topographic map and have
 KV6651.an estimated accuracy of +/- 6 seconds.
 KV6651
 KV6651.The orthometric height was determined by differential leveling
 KV6651.and adjusted by the National Geodetic Survey in January 1994..
 KV6651
 KV6651.The geoid height was determined by GEOID03.
 KV6651
 KV6651.The dynamic height is computed by dividing the NAVD 88
 KV6651.geopotential number by the normal gravity value computed on the
 KV6651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6651.degrees latitude (g = 980.6199 gals.).
 KV6651
 KV6651.The modeled gravity was interpolated from observed gravity values.
 KV6651
 KV6651;                    North         East    Units  Estimated Accuracy
 KV6651;SPC NJ       -   134,720.      113,500.      MT  (+/- 180 meters Scaled)
 KV6651
 KV6651                          SUPERSEDED SURVEY CONTROL
 KV6651
 KV6651  NGVD 29 (01/10/92)    6.598  (m)           21.65   (f) ADJUSTED    2 1
 KV6651
 KV6651.Superseded values are not recommended for survey control.
 KV6651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6651.See file dsdata.txt to determine how the superseded data were derived.
 KV6651
 KV6651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK061328(NAD 83)
 KV6651_MARKER: DD = SURVEY DISK
 KV6651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6651_SP_SET: CONCRETE POST
 KV6651_STAMPING: 3 E 1 1991
 KV6651_MARK LOGO: NJGS  
 KV6651_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6651+STABILITY: SURFACE MOTION
 KV6651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6651+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KV6651
 KV6651  HISTORY     - Date     Condition        Report By
 KV6651  HISTORY     - 1991     MONUMENTED       NJGS
 KV6651
 KV6651                          STATION DESCRIPTION
 KV6651
 KV6651'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6651'THE STATION IS LOCATED IN THE BOROUGH OF EDGEWATER PARK IN BURLINGTON
 KV6651'COUNTY, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF PERKINS LANE
 KV6651'AND DELANCO ROAD.  TO REACH THE STATION FROM THE JUNCTION OF THE
 KV6651'SOUTHBOUND EXIT LANES OF THE U.S. ROUTE 130 RAMP ONTO BRIDGEBORO
 KV6651'ROAD, WHICH IS ABOUT 0.1 MI (0.2 KM) NORTH OF THE JUNCTION OF U.S.
 KV6651'ROUTE 130 AND CREEK ROAD, GO 0.35 MI (0.56 KM) NORTH ON BRIDGEBORO
 KV6651'ROAD TO A FORK, BEAR LEFT ONTO PERKINS LANE AND GO 0.55 MI (0.89 KM)
 KV6651'NORTH NORTHWEST TO THE JUNCTION WITH DELANCO ROAD AND THE STATION ON
 KV6651'THE LEFT.  THE STATION IS 10.2 M (33.5 FT) WEST FROM THE CENTERLINE
 KV6651'OF PERKINS LANE, 7.0 M (23.0 FT) WEST FROM THE WEST EDGE OF PAVEMENT
 KV6651'OF PERKINS LANE, 26.3 M (86.3 FT) NORTHWEST OF POLE NUMBER E60316 EP,
 KV6651'15.05 M (49.38 FT) WEST FROM A FIRE HYDRANT, 17.3 M (56.8 FT) SOUTH
 KV6651'FROM THE CENTERLINE OF DELANCO ROAD, 13.4 M (44.0 FT) SOUTH FROM THE
 KV6651'SOUTH EDGE OF DELANCO ROAD, 12.8 M (42.0 FT) SOUTH FROM POLE NUMBER
 KV6651'445, 17.4 M (57.1 FT) SOUTHWEST FROM THE CENTERLINE INTERSECTION OF
 KV6651'DELANCO ROAD AND PERKINS LANE AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6706 ***********************************************************************
 AB6706  DESIGNATION -  3 E 2
 AB6706  PID         -  AB6706
 AB6706  STATE/COUNTY-  NJ/BURLINGTON
 AB6706  USGS QUAD   -  WOODMANSIE (1995)
 AB6706
 AB6706                         *CURRENT SURVEY CONTROL
 AB6706  ___________________________________________________________________
 AB6706* NAD 83(1986)-  39 51 25.     (N)    074 28 46.     (W)     SCALED    
 AB6706* NAVD 88     -        51.489  (meters)     168.93   (feet)  ADJUSTED  
 AB6706  ___________________________________________________________________
 AB6706  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 AB6706  DYNAMIC HT  -          51.465 (meters)     168.85  (feet)  COMP
 AB6706  MODELED GRAV-     980,158.4   (mgal)                       NAVD 88
 AB6706
 AB6706  VERT ORDER  -  SECOND    CLASS I
 AB6706
 AB6706.The horizontal coordinates were scaled from a topographic map and have
 AB6706.an estimated accuracy of +/- 6 seconds.
 AB6706
 AB6706.The orthometric height was determined by differential leveling
 AB6706.and adjusted by the National Geodetic Survey in September 1996..
 AB6706
 AB6706.Photographs are available for this station.
 AB6706
 AB6706.The geoid height was determined by GEOID03.
 AB6706
 AB6706.The dynamic height is computed by dividing the NAVD 88
 AB6706.geopotential number by the normal gravity value computed on the
 AB6706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6706.degrees latitude (g = 980.6199 gals.).
 AB6706
 AB6706.The modeled gravity was interpolated from observed gravity values.
 AB6706
 AB6706;                    North         East    Units  Estimated Accuracy
 AB6706;SPC NJ       -   113,630.      151,760.      MT  (+/- 180 meters Scaled)
 AB6706
 AB6706                          SUPERSEDED SURVEY CONTROL
 AB6706
 AB6706.No superseded survey control is available for this station.
 AB6706
 AB6706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK445120(NAD 83)
 AB6706_MARKER: DD = SURVEY DISK
 AB6706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6706_STAMPING: 3 E 2 1995
 AB6706_MARK LOGO: NJGS  
 AB6706_PROJECTION: FLUSH
 AB6706_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6706+STABILITY: SURFACE MOTION
 AB6706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6706+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2002
 AB6706
 AB6706  HISTORY     - Date     Condition        Report By
 AB6706  HISTORY     - 1995     MONUMENTED       NJGS
 AB6706  HISTORY     - 19980101 GOOD             STEWRT
 AB6706  HISTORY     - 20020608 GOOD             INDIV
 AB6706
 AB6706                          STATION DESCRIPTION
 AB6706
 AB6706'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 AB6706'THE STATION IS LOCATED IN WOODLAND TOWNSHIP ON THE EAST SIDE OF
 AB6706'CHATSWORTH PASADENA ROAD.  TO REACH THE STATION FROM INTERSECTION OF
 AB6706'STATE HIGHWAY 72 AND CHATSWORTH PASADENA ROAD, AT THE FORMER CENTRAL
 AB6706'NEW JERSEY RAILROAD OVERPASS, NOW ABANDONED, GO ABOUT 0.95 MI (1.53
 AB6706'KM) NORTHEAST ON CHATSWORTH PASADENA ROAD TO THE STATION ON THE RIGHT,
 AB6706'SET FLUSH WITH THE GROUND, ABOUT 122 FT (37.2 M) SOUTH SOUTHWEST FROM
 AB6706'THE CENTERLINE INTERSECTION OF A SAND ROAD, SKEWED TO AND RUNNING
 AB6706'NORTH FROM CHATSWORTH PASADENA ROAD.  THE STATION IS 2.5 FT (0.8 M)
 AB6706'SOUTHWEST FROM POLE NUMBER T3954, 6 FT (1.8 M) SOUTHEAST FROM THE
 AB6706'SOUTHEAST EDGE OF PAVING, 17.9 FT (5.5 M) SOUTHEAST FROM THE
 AB6706'CENTERLINE OF CHATSWORTH PASADENA ROAD AND 21.3 FT (6.5 M) EAST FROM A
 AB6706'4 INCH BY 4 INCH BELL TELEPHONE WARNING POST NUMBER 2.
 AB6706
 AB6706                          STATION RECOVERY (1998)
 AB6706
 AB6706'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1998 (JMS)
 AB6706'NOT SUITABLE FOR GPS.
 AB6706
 AB6706                          STATION RECOVERY (2002)
 AB6706
 AB6706'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 AB6706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9756 ***********************************************************************
 AI9756  DESIGNATION -  3 E 2
 AI9756  PID         -  AI9756
 AI9756  STATE/COUNTY-  NJ/BURLINGTON
 AI9756  USGS QUAD   -  BRISTOL (1981)
 AI9756
 AI9756                         *CURRENT SURVEY CONTROL
 AI9756  ___________________________________________________________________
 AI9756* NAD 83(1986)-  40 04 30.     (N)    074 52 10.     (W)     SCALED    
 AI9756* NAVD 88     -         3.426  (meters)      11.24   (feet)  ADJUSTED  
 AI9756  ___________________________________________________________________
 AI9756  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 AI9756  DYNAMIC HT  -           3.425 (meters)      11.24  (feet)  COMP
 AI9756  MODELED GRAV-     980,192.5   (mgal)                       NAVD 88
 AI9756
 AI9756  VERT ORDER  -  FIRST     CLASS II
 AI9756
 AI9756.The horizontal coordinates were scaled from a topographic map and have
 AI9756.an estimated accuracy of +/- 6 seconds.
 AI9756
 AI9756.The orthometric height was determined by differential leveling
 AI9756.and adjusted by the National Geodetic Survey in March 2001..
 AI9756.No vertical observational check was made to the station.
 AI9756
 AI9756.The geoid height was determined by GEOID03.
 AI9756
 AI9756.The dynamic height is computed by dividing the NAVD 88
 AI9756.geopotential number by the normal gravity value computed on the
 AI9756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9756.degrees latitude (g = 980.6199 gals.).
 AI9756
 AI9756.The modeled gravity was interpolated from observed gravity values.
 AI9756
 AI9756;                    North         East    Units  Estimated Accuracy
 AI9756;SPC NJ       -   137,910.      118,490.      MT  (+/- 180 meters Scaled)
 AI9756
 AI9756                          SUPERSEDED SURVEY CONTROL
 AI9756
 AI9756.No superseded survey control is available for this station.
 AI9756
 AI9756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK111360(NAD 83)
 AI9756_MARKER: DD = SURVEY DISK
 AI9756_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AI9756_SP_SET: WATER TOWER BASE
 AI9756_STAMPING: 3 E 2 1998
 AI9756_MARK LOGO: USGS  
 AI9756_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9756_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI9756+STABILITY: POSITION/ELEVATION WELL
 AI9756_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9756+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI9756
 AI9756  HISTORY     - Date     Condition        Report By
 AI9756  HISTORY     - 1998     MONUMENTED       NJGS
 AI9756
 AI9756                          STATION DESCRIPTION
 AI9756
 AI9756'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 AI9756'THE STATION IS LOCATED IN THE CITY OF BURLINGTON ON MUNICIPAL
 AI9756'PROPERTY.  TO REACH THE STATION FROM THE TOLL BOOTHS ON THE NEW JERSEY
 AI9756'SIDE OF THE BURLINGTON BRISTOL BRIDGE, CARRYING STATE ROUTE 413, ALSO
 AI9756'KNOWN AS KEIM BOULEVARD, OVER THE DELAWARE RIVER, GO SOUTH ON KEIM
 AI9756'BOULEVARD FOR 0.05 MI (0.08 KM) TO A STONE DRIVE ON THE RIGHT LEADING
 AI9756'TO A TALL STEEL WATER TOWER PAINTED LIGHT BLUE WITH THE WORDS HISTORIC
 AI9756'CITY OF BURLINGTON PAINTED ON THE TOP.  TURN RIGHT AND GO SOUTH ON THE
 AI9756'STONE DRIVE FOR ABOUT 100 M (328.1 FT) TO THE STATION ON THE RIGHT,
 AI9756'SET FLUSH IN A DRILL HOLE ON THE EAST SIDE OF THE CONCRETE FOUNDATION
 AI9756'OF THE WATER TOWER.  THE STATION IS 1.7 M (5.6 FT) NORTH FROM THE
 AI9756'NORTH SIDE OF A GARAGE TYPE DOOR IN THE BASE OF THE WATER TOWER, 3.7 M
 AI9756'(12.1 FT) SOUTH FROM THE SOUTH SIDE OF AN ACCESS DOOR IN THE BASE OF
 AI9756'THE WATER TOWER AND 0.3 M (1.0 FT) WEST FROM THE EAST EDGE OF THE
 AI9756'CONCRETE FOUNDATION OF THE WATER TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6653 ***********************************************************************
 KV6653  DESIGNATION -  3 F 1
 KV6653  PID         -  KV6653
 KV6653  STATE/COUNTY-  NJ/BURLINGTON
 KV6653  USGS QUAD   -  BEVERLY (1973)
 KV6653
 KV6653                         *CURRENT SURVEY CONTROL
 KV6653  ___________________________________________________________________
 KV6653* NAD 83(1986)-  40 01 51.     (N)    074 55 43.     (W)     SCALED    
 KV6653* NAVD 88     -         3.303  (meters)      10.84   (feet)  ADJUSTED  
 KV6653  ___________________________________________________________________
 KV6653  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV6653  DYNAMIC HT  -           3.301 (meters)      10.83  (feet)  COMP
 KV6653  MODELED GRAV-     980,195.1   (mgal)                       NAVD 88
 KV6653
 KV6653  VERT ORDER  -  SECOND    CLASS I
 KV6653
 KV6653.The horizontal coordinates were scaled from a topographic map and have
 KV6653.an estimated accuracy of +/- 6 seconds.
 KV6653
 KV6653.The orthometric height was determined by differential leveling
 KV6653.and adjusted by the National Geodetic Survey in January 1994..
 KV6653
 KV6653.The geoid height was determined by GEOID03.
 KV6653
 KV6653.The dynamic height is computed by dividing the NAVD 88
 KV6653.geopotential number by the normal gravity value computed on the
 KV6653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6653.degrees latitude (g = 980.6199 gals.).
 KV6653
 KV6653.The modeled gravity was interpolated from observed gravity values.
 KV6653
 KV6653;                    North         East    Units  Estimated Accuracy
 KV6653;SPC NJ       -   133,030.      113,420.      MT  (+/- 180 meters Scaled)
 KV6653
 KV6653                          SUPERSEDED SURVEY CONTROL
 KV6653
 KV6653  NGVD 29 (01/10/92)    3.624  (m)           11.89   (f) ADJUSTED    2 1
 KV6653
 KV6653.Superseded values are not recommended for survey control.
 KV6653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6653.See file dsdata.txt to determine how the superseded data were derived.
 KV6653
 KV6653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK060311(NAD 83)
 KV6653_MARKER: DD = SURVEY DISK
 KV6653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6653_SP_SET: CONCRETE POST
 KV6653_STAMPING: 3 F 1 1991
 KV6653_MARK LOGO: NJGS  
 KV6653_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6653+STABILITY: SURFACE MOTION
 KV6653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6653+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1998
 KV6653
 KV6653  HISTORY     - Date     Condition        Report By
 KV6653  HISTORY     - 1991     MONUMENTED       NJGS
 KV6653  HISTORY     - 19981208 GOOD             NJGS
 KV6653
 KV6653                          STATION DESCRIPTION
 KV6653
 KV6653'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6653'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF U.S.HIGHWAY 130 IN
 KV6653'DELANCO, APPROXIMATELY 150 M (492.1 FT) NORTHEAST OF THE U.S.HIGHWAY
 KV6653'130 BRIDGE OVER THE RANCOCAS CREEK AT THE BEGINNING OF THE BEAM GUIDE
 KV6653'RAIL LEADING TO THE ROUTE 130 BRIDGE OVER RANCOCAS CREEK.  TO REACH
 KV6653'THE STATION FROM THE JUNCTION OF ROUTE 130 AND CREEK ROAD, COUNTY
 KV6653'ROAD 625, AND BRIDGEBORO ROAD, IN EDGEWATER PARK, GO 0.35 KM (0.22
 KV6653'MI) SOUTHBOUND ON ROUTE 130, PASSING HOLIDAY LAKE, TO THE BEGINNING
 KV6653'OF THE STEEL BEAM GUIDE RAIL LEADING TO THE BRIDGE AND THE STATION ON
 KV6653'THE RIGHT.  THE STATION IS 1.1 M (3.6 FT) NORTHWEST OF THE GUIDE
 KV6653'RAIL, 15.25 M (50.03 FT) SOUTHWEST OF POLE NUMBER PS 836, 20.6 M
 KV6653'(67.6 FT) NORTHWEST OF THE CENTER OF THE CONCRETE MEDIAN BARRIER,
 KV6653'21.8 M (71.5 FT) NORTHEAST OF POWER POLE NUMBER PS 837, 34.7 M (113.8
 KV6653'FT) NORTHEAST OF THE NORTHEAST CORNER OF A 4 FT (1.2 M) BY 4 FT (1.2
 KV6653'M) STEEL DRAINAGE GRATE AND FLUSH WITH THE GROUND.
 KV6653
 KV6653                          STATION RECOVERY (1998)
 KV6653
 KV6653'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV6653'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6729 ***********************************************************************
 AB6729  CBN         -  This is a Cooperative Base Network Control Station.
 AB6729  DESIGNATION -  3 G 1
 AB6729  PID         -  AB6729
 AB6729  STATE/COUNTY-  NJ/BURLINGTON
 AB6729  USGS QUAD   -  WOODMANSIE (1995)
 AB6729
 AB6729                         *CURRENT SURVEY CONTROL
 AB6729  ___________________________________________________________________
 AB6729* NAD 83(1996)-  39 50 52.51937(N)    074 29 31.48760(W)     ADJUSTED  
 AB6729* NAVD 88     -        46.336  (meters)     152.02   (feet)  ADJUSTED  
 AB6729  ___________________________________________________________________
 AB6729  X           -   1,311,071.155 (meters)                     COMP
 AB6729  Y           -  -4,725,033.439 (meters)                     COMP
 AB6729  Z           -   4,065,044.625 (meters)                     COMP
 AB6729  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AB6729  ELLIP HEIGHT-          13.48  (meters)          (09/24/01) GPS OBS
 AB6729  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 AB6729  DYNAMIC HT  -          46.315 (meters)     151.95  (feet)  COMP
 AB6729  MODELED GRAV-     980,159.4   (mgal)                       NAVD 88
 AB6729
 AB6729  HORZ ORDER  -  B
 AB6729  VERT ORDER  -  SECOND    CLASS I
 AB6729  ELLP ORDER  -  FOURTH    CLASS I
 AB6729
 AB6729.The horizontal coordinates were established by GPS observations
 AB6729.and adjusted by the National Geodetic Survey in August 1998..
 AB6729
 AB6729.The orthometric height was determined by differential leveling
 AB6729.and adjusted by the National Geodetic Survey in September 1996..
 AB6729
 AB6729.Photographs are available for this station.
 AB6729
 AB6729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6729
 AB6729.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6729
 AB6729.The ellipsoidal height was determined by GPS observations
 AB6729.and is referenced to NAD 83.
 AB6729
 AB6729.The geoid height was determined by GEOID03.
 AB6729
 AB6729.The dynamic height is computed by dividing the NAVD 88
 AB6729.geopotential number by the normal gravity value computed on the
 AB6729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6729.degrees latitude (g = 980.6199 gals.).
 AB6729
 AB6729.The modeled gravity was interpolated from observed gravity values.
 AB6729
 AB6729;                    North         East     Units Scale Factor Converg.
 AB6729;SPC NJ       -   112,630.429   150,677.759   MT  0.99990001   +0 00 18.3
 AB6729;SPC NJ       -   369,521.67    494,348.61   sFT  0.99990001   +0 00 18.3
 AB6729;UTM  18      - 4,411,001.685   543,452.039   MT  0.99962324   +0 19 31.6
 AB6729
 AB6729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6729!SPC NJ       -   0.99999789  x   0.99990001  =   0.99989790
 AB6729!UTM  18      -   0.99999789  x   0.99962324  =   0.99962113
 AB6729
 AB6729                          SUPERSEDED SURVEY CONTROL
 AB6729
 AB6729  NAD 83(1992)-  39 50 52.51937(N)    074 29 31.48760(W) AD(       ) 1
 AB6729  ELLIP H (12/16/96)   13.44   (m)                       GP(       ) 2 1
 AB6729  NAVD 88 (12/16/96)   46.34   (m)          152.0    (f) LEVELING    3  
 AB6729
 AB6729.Superseded values are not recommended for survey control.
 AB6729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6729.See file dsdata.txt to determine how the superseded data were derived.
 AB6729
 AB6729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK4345211002(NAD 83)
 AB6729_MARKER: DD = SURVEY DISK
 AB6729_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB6729_SP_SET: CONCRETE BRIDGE ABUTMENT
 AB6729_STAMPING: 3 G 1 1995
 AB6729_MARK LOGO: NJGS  
 AB6729_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6729+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 AB6729
 AB6729  HISTORY     - Date     Condition        Report By
 AB6729  HISTORY     - 1995     MONUMENTED       NJGS
 AB6729  HISTORY     - 19970109 GOOD             NJGS
 AB6729  HISTORY     - 19980820 GOOD             STEWRT
 AB6729  HISTORY     - 20000710 GOOD             NGS
 AB6729  HISTORY     - 20020601 GOOD             INDIV
 AB6729  HISTORY     - 20060309 GOOD             AASCO
 AB6729
 AB6729                          STATION DESCRIPTION
 AB6729
 AB6729'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6729'THE STATION IS LOCATED IN WOODLAND TOWNSHIP ON THE NORTHWEST SIDE OF
 AB6729'STATE ROUTE 72 AT THE SITE OF THE FORMER CENTRAL RAILROAD OF NEW
 AB6729'JERSEY OVERPASS, STRUCTURE NUMBER 0312150, MILEPOINT 6.52.  TO REACH
 AB6729'THE STATION FROM THE INTERSECTION OF STATE ROUTES 70 AND 72, AT THE
 AB6729'FOUR MILE CIRCLE, GO SOUTHEAST ON STATE ROUTE 72 FOR 6.5 MI (10.5 KM)
 AB6729'TO THE BRIDGE AND THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE
 AB6729'IN THE TOP OF THE NORTHWEST END OF THE NORTHWEST ABUTMENT.  THE
 AB6729'STATION IS 7.3 FT (2.2 M) NORTHWEST FROM THE NORTHWEST RAIL AND 3.3 FT
 AB6729'(1.0 M) NORTHWEST FROM THE NORTHWEST END OF THE WEST SIDE THROUGH
 AB6729'GIRDER.
 AB6729
 AB6729                          STATION RECOVERY (1997)
 AB6729
 AB6729'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AB6729'RECOVERED AS DESCRIBED.
 AB6729
 AB6729                          STATION RECOVERY (1998)
 AB6729
 AB6729'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1998 (JMS)
 AB6729'NO CHANGE.
 AB6729
 AB6729                          STATION RECOVERY (2000)
 AB6729
 AB6729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AB6729'RECOVERED AS DESCRIBED.  NOTE-THERE IS A FOOTPATH LEADING UP TO
 AB6729'THE STATION LOCATED ABOUT 30.48 M (100.00 FT) NORTH OF THE JUNCTION
 AB6729'OF HIGHWAY 72 AND THE PAVED ROAD ON THE WEST SIDE OF THE
 AB6729'RAILROAD BRIDGE.
 AB6729'
 AB6729
 AB6729                          STATION RECOVERY (2002)
 AB6729
 AB6729'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 AB6729'RECOVERED IN GOOD CONDITION.
 AB6729
 AB6729                          STATION RECOVERY (2006)
 AB6729
 AB6729'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 AB6729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8734 ***********************************************************************
 AB8734  DESIGNATION -  3 H 1
 AB8734  PID         -  AB8734
 AB8734  STATE/COUNTY-  NJ/BURLINGTON
 AB8734  USGS QUAD   -  COLUMBUS (1981)
 AB8734
 AB8734                         *CURRENT SURVEY CONTROL
 AB8734  ___________________________________________________________________
 AB8734* NAD 83(1996)-  40 04 31.30350(N)    074 39 38.65105(W)     ADJUSTED  
 AB8734* NAVD 88     -        27.6    (meters)      91.     (feet)  GPS OBS   
 AB8734  ___________________________________________________________________
 AB8734  X           -   1,292,862.425 (meters)                     COMP
 AB8734  Y           -  -4,713,216.697 (meters)                     COMP
 AB8734  Z           -   4,084,388.983 (meters)                     COMP
 AB8734  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 AB8734  ELLIP HEIGHT-          -4.97  (meters)          (10/23/02) GPS OBS
 AB8734  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 AB8734
 AB8734  HORZ ORDER  -  FIRST
 AB8734  ELLP ORDER  -  FOURTH    CLASS I
 AB8734
 AB8734.The horizontal coordinates were established by GPS observations
 AB8734.and adjusted by the National Geodetic Survey in May 1999..
 AB8734
 AB8734.The orthometric height was determined by GPS observations and a
 AB8734.high-resolution geoid model.
 AB8734
 AB8734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8734
 AB8734.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8734
 AB8734.The ellipsoidal height was determined by GPS observations
 AB8734.and is referenced to NAD 83.
 AB8734
 AB8734.The geoid height was determined by GEOID03.
 AB8734
 AB8734;                    North         East     Units Scale Factor Converg.
 AB8734;SPC NJ       -   137,893.807   136,290.568   MT  0.99990231   -0 06 12.5
 AB8734;SPC NJ       -   452,406.60    447,146.64   sFT  0.99990231   -0 06 12.5
 AB8734;UTM  18      - 4,436,176.865   528,927.607   MT  0.99961030   +0 13 06.3
 AB8734
 AB8734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8734!SPC NJ       -   1.00000078  x   0.99990231  =   0.99990309
 AB8734!UTM  18      -   1.00000078  x   0.99961030  =   0.99961108
 AB8734
 AB8734                          SUPERSEDED SURVEY CONTROL
 AB8734
 AB8734  ELLIP H (05/14/99)   -4.99   (m)                       GP(       ) 4 1
 AB8734  NAD 83(1992)-  40 04 31.30286(N)    074 39 38.65101(W) AD(       ) 1
 AB8734  ELLIP H (12/16/96)   -5.02   (m)                       GP(       ) 2 1
 AB8734
 AB8734.Superseded values are not recommended for survey control.
 AB8734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8734.See file dsdata.txt to determine how the superseded data were derived.
 AB8734
 AB8734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2892836177(NAD 83)
 AB8734_MARKER: DD = SURVEY DISK
 AB8734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8734_STAMPING: 3 H 1 1995
 AB8734_MARK LOGO: NJGS  
 AB8734_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8734+STABILITY: SURFACE MOTION
 AB8734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8734+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB8734
 AB8734  HISTORY     - Date     Condition        Report By
 AB8734  HISTORY     - 1995     MONUMENTED       TWT
 AB8734
 AB8734                          STATION DESCRIPTION
 AB8734
 AB8734'DESCRIBED BY TWT CONS ENG 1995 (WPD)
 AB8734'THE STATION IS LOCATED APPROXIMATELY 10.4 MI (16.7 KM) EAST OF
 AB8734'BURLINGTON, NEW JERSEY IN THE TOWN OF GEORGETOWN, MANSFIELD TOWNSHIP
 AB8734'AT THE INTERSECTION OF STATE HIGHWAY ROUTE 68 AND SCHOOL HOUSE ROAD
 AB8734'(COUNTY ROAD 543).  TO REACH THE STATION FROM THE INTERSECTION OF
 AB8734'COUNTY ROAD 537 AND STATE HIGHWAY ROUTE 68, GO NORTH ON STATE HIGHWAY
 AB8734'ROUTE 68 FOR 1.4 MI (2.3 KM) TO THE INTERSECTION WITH COUNTY ROAD 543
 AB8734'AND THE STATION LOCATED IN AN ISLAND ON THE CENTERLINE BY CENTERLINE
 AB8734'OF BOTH ROADS SET FLUSH WITH THE GROUND.  THE STATION IS LOCATED 30.5
 AB8734'FT (9.3 M) WEST OF THE PHYSICAL CENTERLINE OF THE NORTHBOUND LANES OF
 AB8734'STATE HIGHWAY ROUTE 68, 31.8 FT (9.7 M) EAST OF THE PHYSICAL
 AB8734'CENTERLINE OF THE SOUTHBOUND LANES OF STATE HIGHWAY ROUTE 68, IS ABOUT
 AB8734'ON THE PHYSICAL CENTERLINE OF COUNTY ROAD 543, 49.7 FT (15.1 M)
 AB8734'SOUTHEAST OF UTILITY POLE NUMBER A62024MA IN THE CENTER MEDIAN AND 2.7
 AB8734'FT (0.8 M) NORTH NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8732 ***********************************************************************
 AB8732  DESIGNATION -  3 J 1
 AB8732  PID         -  AB8732
 AB8732  STATE/COUNTY-  NJ/BURLINGTON
 AB8732  USGS QUAD   -  BROWNS MILLS (1997)
 AB8732
 AB8732                         *CURRENT SURVEY CONTROL
 AB8732  ___________________________________________________________________
 AB8732* NAD 83(1996)-  39 58 01.91555(N)    074 34 42.75033(W)     ADJUSTED  
 AB8732* NAVD 88     -        18.3    (meters)      60.     (feet)  GPS OBS   
 AB8732  ___________________________________________________________________
 AB8732  X           -   1,301,674.364 (meters)                     COMP
 AB8732  Y           -  -4,718,795.447 (meters)                     COMP
 AB8732  Z           -   4,075,185.754 (meters)                     COMP
 AB8732  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AB8732  ELLIP HEIGHT-         -14.27  (meters)          (10/23/02) GPS OBS
 AB8732  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 AB8732
 AB8732  HORZ ORDER  -  FIRST
 AB8732  ELLP ORDER  -  FOURTH    CLASS I
 AB8732
 AB8732.The horizontal coordinates were established by GPS observations
 AB8732.and adjusted by the National Geodetic Survey in May 1999..
 AB8732
 AB8732.The orthometric height was determined by GPS observations and a
 AB8732.high-resolution geoid model.
 AB8732
 AB8732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8732
 AB8732.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8732
 AB8732.The ellipsoidal height was determined by GPS observations
 AB8732.and is referenced to NAD 83.
 AB8732
 AB8732.The geoid height was determined by GEOID03.
 AB8732
 AB8732;                    North         East     Units Scale Factor Converg.
 AB8732;SPC NJ       -   125,875.663   143,290.479   MT  0.99990055   -0 03 01.6
 AB8732;SPC NJ       -   412,977.07    470,112.18   sFT  0.99990055   -0 03 01.6
 AB8732;UTM  18      - 4,424,201.647   535,992.814   MT  0.99961595   +0 16 14.6
 AB8732
 AB8732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8732!SPC NJ       -   1.00000224  x   0.99990055  =   0.99990279
 AB8732!UTM  18      -   1.00000224  x   0.99961595  =   0.99961819
 AB8732
 AB8732                          SUPERSEDED SURVEY CONTROL
 AB8732
 AB8732  ELLIP H (05/14/99)  -14.28   (m)                       GP(       ) 4 1
 AB8732  NAD 83(1992)-  39 58 01.91499(N)    074 34 42.75026(W) AD(       ) 1
 AB8732  ELLIP H (12/16/96)  -14.31   (m)                       GP(       ) 2 1
 AB8732
 AB8732.Superseded values are not recommended for survey control.
 AB8732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8732.See file dsdata.txt to determine how the superseded data were derived.
 AB8732
 AB8732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3599324202(NAD 83)
 AB8732_MARKER: DD = SURVEY DISK
 AB8732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8732_STAMPING: 3 J 1 1995
 AB8732_MARK LOGO: NJGS  
 AB8732_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8732+STABILITY: SURFACE MOTION
 AB8732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8732+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB8732
 AB8732  HISTORY     - Date     Condition        Report By
 AB8732  HISTORY     - 1995     MONUMENTED       TWT
 AB8732
 AB8732                          STATION DESCRIPTION
 AB8732
 AB8732'DESCRIBED BY TWT CONS ENG 1995 (WPD)
 AB8732'THE STATION IS LOCATED APPROXIMATELY 10.0 MI (16.1 KM) EAST OF MOUNT
 AB8732'HOLLY, NEW JERSEY IN THE TOWN OF BROWNS MILLS, PEMBERTON TOWNSHIP ON
 AB8732'THE NORTHSIDE OF COUNTY ROAD 530.  TO REACH THE STATION FROM COUNTY
 AB8732'ROAD 530 WHERE IT MAKES A RIGHT ANGLE TURN AT ITS INTERSECTION WITH
 AB8732'COUNTY ROAD 669, GO SOUTHERLY ON COUNTY ROAD 530, CROSSING OVER MIRROR
 AB8732'LAKE, AND THE STATION ON THE LEFT SET 0.3 FT (9.1 CM) BELOW THE
 AB8732'SURFACE OF THE GROUND.  THE STATION IS 19.2 FT (5.9 M) EAST OF THE
 AB8732'CURB LINE OF COUNTY ROAD 530, 20.2 FT (6.2 M) SOUTHEAST FROM A LAMP
 AB8732'POST, 11.9 FT (3.6 M) SOUTHEAST OF THE MOST EASTERLY BOLT, BOLTING THE
 AB8732'FIRST POST OF A METAL GUARD RAIL TO THE CONCRETE RETAINING WALL OF
 AB8732'MIRROR LAKE AND 26.5 FT (8.1 M) SOUTHWEST OF A 6 INCH DIAMETER FUR
 AB8732'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6732 ***********************************************************************
 AB6732  CBN         -  This is a Cooperative Base Network Control Station.
 AB6732  DESIGNATION -  3 K 1
 AB6732  PID         -  AB6732
 AB6732  STATE/COUNTY-  NJ/BURLINGTON
 AB6732  USGS QUAD   -  PEMBERTON (1981)
 AB6732
 AB6732                         *CURRENT SURVEY CONTROL
 AB6732  ___________________________________________________________________
 AB6732* NAD 83(1996)-  39 57 52.93197(N)    074 39 07.60712(W)     ADJUSTED  
 AB6732* NAVD 88     -        15.182  (meters)      49.81   (feet)  ADJUSTED  
 AB6732  ___________________________________________________________________
 AB6732  X           -   1,295,660.541 (meters)                     COMP
 AB6732  Y           -  -4,720,632.310 (meters)                     COMP
 AB6732  Z           -   4,074,971.390 (meters)                     COMP
 AB6732  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AB6732  ELLIP HEIGHT-         -17.39  (meters)          (09/24/01) GPS OBS
 AB6732  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 AB6732  DYNAMIC HT  -          15.175 (meters)      49.79  (feet)  COMP
 AB6732  MODELED GRAV-     980,189.6   (mgal)                       NAVD 88
 AB6732
 AB6732  HORZ ORDER  -  B
 AB6732  VERT ORDER  -  SECOND    CLASS II
 AB6732  ELLP ORDER  -  FOURTH    CLASS I
 AB6732
 AB6732.The horizontal coordinates were established by GPS observations
 AB6732.and adjusted by the National Geodetic Survey in August 1998..
 AB6732
 AB6732.The orthometric height was determined by differential leveling
 AB6732.and adjusted by the National Geodetic Survey in September 1996..
 AB6732
 AB6732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6732
 AB6732.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6732
 AB6732.The ellipsoidal height was determined by GPS observations
 AB6732.and is referenced to NAD 83.
 AB6732
 AB6732.The geoid height was determined by GEOID03.
 AB6732
 AB6732.The dynamic height is computed by dividing the NAVD 88
 AB6732.geopotential number by the normal gravity value computed on the
 AB6732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6732.degrees latitude (g = 980.6199 gals.).
 AB6732
 AB6732.The modeled gravity was interpolated from observed gravity values.
 AB6732
 AB6732;                    North         East     Units Scale Factor Converg.
 AB6732;SPC NJ       -   125,606.739   137,005.088   MT  0.99990208   -0 05 51.7
 AB6732;SPC NJ       -   412,094.78    449,490.86   sFT  0.99990208   -0 05 51.7
 AB6732;UTM  18      - 4,423,897.581   529,710.839   MT  0.99961087   +0 13 24.4
 AB6732
 AB6732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6732!SPC NJ       -   1.00000273  x   0.99990208  =   0.99990481
 AB6732!UTM  18      -   1.00000273  x   0.99961087  =   0.99961360
 AB6732
 AB6732                          SUPERSEDED SURVEY CONTROL
 AB6732
 AB6732  NAD 83(1992)-  39 57 52.93197(N)    074 39 07.60712(W) AD(       ) 1
 AB6732  ELLIP H (12/16/96)  -17.46   (m)                       GP(       ) 2 1
 AB6732  NAVD 88 (12/16/96)   15.18   (m)           49.8    (f) LEVELING    3  
 AB6732
 AB6732.Superseded values are not recommended for survey control.
 AB6732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6732.See file dsdata.txt to determine how the superseded data were derived.
 AB6732
 AB6732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2971123898(NAD 83)
 AB6732_MARKER: I = METAL ROD
 AB6732_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6732_STAMPING: 3 K 1 1995
 AB6732_MARK LOGO: NGS   
 AB6732_PROJECTION: RECESSED 10 CENTIMETERS
 AB6732_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6732_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB6732+STABILITY: POSITION/ELEVATION WELL
 AB6732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6732+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 AB6732_ROD/PIPE-DEPTH: 9.75 meters
 AB6732_SLEEVE-DEPTH  : 1.25 meters
 AB6732
 AB6732  HISTORY     - Date     Condition        Report By
 AB6732  HISTORY     - 1995     MONUMENTED       NJGS
 AB6732  HISTORY     - 19961212 GOOD             NJGS
 AB6732  HISTORY     - 20001003 GOOD             NJGS
 AB6732  HISTORY     - 20050411 GOOD             NJGS
 AB6732
 AB6732                          STATION DESCRIPTION
 AB6732
 AB6732'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6732'THE STATION IS LOCATED IN PEMBERTON TOWNSHIP ON THE GROUNDS OF THE
 AB6732'BURLINGTON COUNTY COLLEGE.  TO REACH THE STATION FROM THE INTERSECTION
 AB6732'OF U.S.  HIGHWAY 206 AND COUNTY ROAD 530, GO EAST ON COUNTY ROAD 530
 AB6732'FOR 2.7 MI (4.3 KM) TO THE INTERSECTION WITH HANOVER STREET, COUNTY
 AB6732'ROAD 616 AND THE PEMBERTON BYPASS.  CONTINUE AHEAD, EAST ON THE
 AB6732'PEMBERTON BYPASS, COUNTY ROAD 530 FOR 2.0 MI (3.2 KM) TO A PAVED ROAD
 AB6732'ON THE RIGHT AT THE WEST ENTRANCE TO THE BURLINGTON COUNTY COLLEGE.
 AB6732'TURN RIGHT AND GO 0.05 MI (0.08 KM) TO THE FIRST ENTRANCE DRIVE ON THE
 AB6732'LEFT LEADING TO THE COLLEGE PARKING LOT.  TURN LEFT AND GO ABOUT 100
 AB6732'FT (30.5 M) TO THE STATION AHEAD, SET NEAR THE NORTHEAST EDGE OF THE
 AB6732'PAVED PARKING LOT.  THE STATION IS A STANDARD NGS THREE DIMENSIONAL
 AB6732'MARK.  THE LOGO FLANGE WITH ACCESS COVER IS STAMPED 3 K 1 1995 AND IS
 AB6732'SET FLUSH WITH THE GROUND.  THE STATION IS A NINE SIXTEENTHS INCH
 AB6732'DIAMETER STAINLESS STEEL ROD WITH GREASE FILLED SLEEVE, DRIVEN TO
 AB6732'REFUSAL AT A DEPTH OF 9.75 M (31.99 FT) AND IS RECESSED ABOUT 10 CM
 AB6732'BELOW THE GROUND.  THE STATION IS 7.0 FT (2.1 M) NORTHEAST FROM THE
 AB6732'NORTHEAST PAVED EDGE OF THE PARKING LOT, 71.5 FT (21.8 M) NORTHEAST
 AB6732'FROM A TWO LIGHT ALUMINUM LIGHT POLE NUMBER 59L1, 60 FT (18.3 M) EAST
 AB6732'FROM THE NORTHWEST CORNER OF THE PARKING LOT, 47.3 FT (14.4 M)
 AB6732'SOUTHEAST FROM THE CENTERLINE OF THE ENTRANCE DRIVE EXTENDED LEADING
 AB6732'INTO THE PARKING LOT, 57.4 FT (17.5 M) NORTHEAST FROM THE NORTHEAST
 AB6732'NOSE OF A CONCRETE TRAFFIC ISLAND IN THE PARKING LOT AND 138.3 FT
 AB6732'(42.2 M) SOUTH SOUTHWEST FROM THE LEFT FIELD FOUL POLE, A 6 INCH
 AB6732'PLASTIC PIPE FOR A COLLEGE BASEBALL DIAMOND, JUST NORTH OF THE
 AB6732'STATION.
 AB6732
 AB6732                          STATION RECOVERY (1996)
 AB6732
 AB6732'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (RJK)
 AB6732'RECOVERED AS DESCRIBED.
 AB6732
 AB6732                          STATION RECOVERY (2000)
 AB6732
 AB6732'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AB6732'RECOVERED AS DESCRIBED.
 AB6732'
 AB6732
 AB6732                          STATION RECOVERY (2005)
 AB6732
 AB6732'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 AB6732'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6682 ***********************************************************************
 AB6682  DESIGNATION -  3 L 1
 AB6682  PID         -  AB6682
 AB6682  STATE/COUNTY-  NJ/BURLINGTON
 AB6682  USGS QUAD   -  WOODMANSIE (1995)
 AB6682
 AB6682                         *CURRENT SURVEY CONTROL
 AB6682  ___________________________________________________________________
 AB6682* NAD 83(1986)-  39 50 49.     (N)    074 29 32.     (W)     SCALED    
 AB6682* NAVD 88     -        46.340  (meters)     152.03   (feet)  ADJUSTED  
 AB6682  ___________________________________________________________________
 AB6682  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 AB6682  DYNAMIC HT  -          46.318 (meters)     151.96  (feet)  COMP
 AB6682  MODELED GRAV-     980,159.4   (mgal)                       NAVD 88
 AB6682
 AB6682  VERT ORDER  -  SECOND    CLASS I
 AB6682
 AB6682.The horizontal coordinates were scaled from a topographic map and have
 AB6682.an estimated accuracy of +/- 6 seconds.
 AB6682
 AB6682.The orthometric height was determined by differential leveling
 AB6682.and adjusted by the National Geodetic Survey in September 1996..
 AB6682
 AB6682.Photographs are available for this station.
 AB6682
 AB6682.The geoid height was determined by GEOID03.
 AB6682
 AB6682.The dynamic height is computed by dividing the NAVD 88
 AB6682.geopotential number by the normal gravity value computed on the
 AB6682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6682.degrees latitude (g = 980.6199 gals.).
 AB6682
 AB6682.The modeled gravity was interpolated from observed gravity values.
 AB6682
 AB6682;                    North         East    Units  Estimated Accuracy
 AB6682;SPC NJ       -   112,520.      150,670.      MT  (+/- 180 meters Scaled)
 AB6682
 AB6682                          SUPERSEDED SURVEY CONTROL
 AB6682
 AB6682.No superseded survey control is available for this station.
 AB6682
 AB6682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK434108(NAD 83)
 AB6682_MARKER: DD = SURVEY DISK
 AB6682_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB6682_SP_SET: BRIDGE ABUTMENT
 AB6682_STAMPING: 3 L 1 1995
 AB6682_MARK LOGO: NJGS  
 AB6682_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6682_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6682+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6682
 AB6682  HISTORY     - Date     Condition        Report By
 AB6682  HISTORY     - 1995     MONUMENTED       NJGS
 AB6682  HISTORY     - 20020601 GOOD             INDIV
 AB6682
 AB6682                          STATION DESCRIPTION
 AB6682
 AB6682'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6682'THE STATION IS LOCATED IN WOODLAND TOWNSHIP ON THE SOUTHEAST SIDE OF
 AB6682'STATE ROUTE 72 AT THE SITE OF THE FORMER CENTRAL NEW JERSEY RAILROAD
 AB6682'OVERPASS, STRUCTURE NUMBER 0312150, MILEPOST 6.52.  TO REACH THE
 AB6682'STATION FROM THE INTERSECTION OF STATE ROUTE 70 AND 72 AT THE FOUR
 AB6682'MILE CIRCLE, GO SOUTHEAST ON STATE ROUTE 72 FOR 6.5 MI (10.5 KM) TO
 AB6682'THE BRIDGE AND THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN
 AB6682'THE TOP OF THE SOUTHEAST END OF THE SOUHTEAST ABUTMENT.  THE STATION
 AB6682'IS 7.3 FT (2.2 M) SOUTHEAST FROM THE SOUTHEAST RAIL AND 3.3 FT (1.0 M)
 AB6682'SOUTHEAST FROM THE SOUTHEAST END OF THE EAST SIDE STEEL THROUGH
 AB6682'GIRDER.
 AB6682
 AB6682                          STATION RECOVERY (2002)
 AB6682
 AB6682'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 AB6682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6733 ***********************************************************************
 AB6733  DESIGNATION -  3 M 1
 AB6733  PID         -  AB6733
 AB6733  STATE/COUNTY-  NJ/BURLINGTON
 AB6733  USGS QUAD   -  PEMBERTON (1981)
 AB6733
 AB6733                         *CURRENT SURVEY CONTROL
 AB6733  ___________________________________________________________________
 AB6733* NAD 83(1986)-  39 57 54.     (N)    074 38 51.     (W)     SCALED    
 AB6733* NAVD 88     -        19.830  (meters)      65.06   (feet)  ADJUSTED  
 AB6733  ___________________________________________________________________
 AB6733  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 AB6733  DYNAMIC HT  -          19.821 (meters)      65.03  (feet)  COMP
 AB6733  MODELED GRAV-     980,189.4   (mgal)                       NAVD 88
 AB6733
 AB6733  VERT ORDER  -  SECOND    CLASS II
 AB6733
 AB6733.The horizontal coordinates were scaled from a topographic map and have
 AB6733.an estimated accuracy of +/- 6 seconds.
 AB6733
 AB6733.The orthometric height was determined by differential leveling
 AB6733.and adjusted by the National Geodetic Survey in September 1996..
 AB6733
 AB6733.The geoid height was determined by GEOID03.
 AB6733
 AB6733.The dynamic height is computed by dividing the NAVD 88
 AB6733.geopotential number by the normal gravity value computed on the
 AB6733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6733.degrees latitude (g = 980.6199 gals.).
 AB6733
 AB6733.The modeled gravity was interpolated from observed gravity values.
 AB6733
 AB6733;                    North         East    Units  Estimated Accuracy
 AB6733;SPC NJ       -   125,640.      137,400.      MT  (+/- 180 meters Scaled)
 AB6733
 AB6733                          SUPERSEDED SURVEY CONTROL
 AB6733
 AB6733.No superseded survey control is available for this station.
 AB6733
 AB6733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK301239(NAD 83)
 AB6733_MARKER: DD = SURVEY DISK
 AB6733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6733_STAMPING: 3 M 1 1995
 AB6733_MARK LOGO: NJGS  
 AB6733_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6733+STABILITY: SURFACE MOTION
 AB6733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6733+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6733
 AB6733  HISTORY     - Date     Condition        Report By
 AB6733  HISTORY     - 1995     MONUMENTED       NJGS
 AB6733
 AB6733                          STATION DESCRIPTION
 AB6733
 AB6733'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6733'THE STATION IS LOCATED IN PEMBERTON TOWNSHIP ON THE GROUNDS OF THE
 AB6733'BURLINGTON COUNTY COLLEGE.  TO REACH THE STATION FROM THE JUNCTION OF
 AB6733'U.S.  HIGHWAY 206 AND COUNTY ROAD 530, GO EAST ON COUNTY ROAD 530 FOR
 AB6733'2.7 MI (4.3 KM) TO THE INTERSECTION WITH HANOVER STREET, COUNTY ROAD
 AB6733'616, AND THE PEMBERTON BYPASS.  CONTINUE, AHEAD EAST ON THE PEMBERTON
 AB6733'BYPASS, COUNTY ROAD 530 FOR 2.2 MI (3.5 KM) TO THE TEE JUNCTION WITH
 AB6733'PEMBERTON BROWNS MILLS ROAD, COUNTY ROAD 530.  TURN RIGHT AND GO EAST
 AB6733'ON COUNTY ROAD 530 FOR 0.2 MI (0.3 KM) TO CIRCLE DRIVE ON THE RIGHT,
 AB6733'THE MOST WESTERLY ENTRANCE DRIVE LEADING TO THE MAIN CAMPUS.  TURN
 AB6733'RIGHT AND GO SOUTH ON CIRCLE DRIVE FOR 0.1 MI (0.2 KM) TO THE STATION
 AB6733'ON THE RIGHT, SET FLUSH WITH THE GROUND IN A GRASS AREA IN FRONT OF A
 AB6733'THREE STORY BRICK CLASSROOM BUILDING, THE ACADEMIC BUILDING.  THE
 AB6733'STATION IS 11.0 FT (3.4 M) SOUTHWEST FROM A METAL LIGHT POLE WITH
 AB6733'GLOBE TYPE LAMP, 78.0 FT (23.8 M) NORTHEAST FROM THE NORTHEAST CORNER
 AB6733'OF THE BRICK CLASSROOM BUILDING, 28.0 FT (8.5 M) NORTHEAST FROM THE
 AB6733'PINNACLE OF A BRUSHED ALUMINUM METAL SCULPTURE NAMED THE PARTICLE RING
 AB6733'BY WILLIAM SCHAEFER, 15.0 FT (4.6 M) SOUTHWEST FROM THE EAST END OF
 AB6733'THE CURBLINE LEADING TO THE VISITORS PARKING AREA, 39.0 FT (11.9 M)
 AB6733'WEST FROM THE CENTERLINE OF THE DRIVEWAY LEADING TO THE VISITORS
 AB6733'PARKING AREA AND 40.0 FT (12.2 M) EAST FROM THE TOP OF A CONCRETE
 AB6733'FLARED END PIPE IN A DRAINAGE SWALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6681 ***********************************************************************
 AB6681  DESIGNATION -  3 N 1
 AB6681  PID         -  AB6681
 AB6681  STATE/COUNTY-  NJ/BURLINGTON
 AB6681  USGS QUAD   -  PEMBERTON (1981)
 AB6681
 AB6681                         *CURRENT SURVEY CONTROL
 AB6681  ___________________________________________________________________
 AB6681* NAD 83(1986)-  39 57 59.     (N)    074 38 25.     (W)     SCALED    
 AB6681* NAVD 88     -        19.957  (meters)      65.48   (feet)  ADJUSTED  
 AB6681  ___________________________________________________________________
 AB6681  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 AB6681  DYNAMIC HT  -          19.949 (meters)      65.45  (feet)  COMP
 AB6681  MODELED GRAV-     980,189.3   (mgal)                       NAVD 88
 AB6681
 AB6681  VERT ORDER  -  SECOND    CLASS II
 AB6681
 AB6681.The horizontal coordinates were scaled from a topographic map and have
 AB6681.an estimated accuracy of +/- 6 seconds.
 AB6681
 AB6681.The orthometric height was determined by differential leveling
 AB6681.and adjusted by the National Geodetic Survey in September 1996..
 AB6681
 AB6681.The geoid height was determined by GEOID03.
 AB6681
 AB6681.The dynamic height is computed by dividing the NAVD 88
 AB6681.geopotential number by the normal gravity value computed on the
 AB6681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6681.degrees latitude (g = 980.6199 gals.).
 AB6681
 AB6681.The modeled gravity was interpolated from observed gravity values.
 AB6681
 AB6681;                    North         East    Units  Estimated Accuracy
 AB6681;SPC NJ       -   125,790.      138,020.      MT  (+/- 180 meters Scaled)
 AB6681
 AB6681                          SUPERSEDED SURVEY CONTROL
 AB6681
 AB6681.No superseded survey control is available for this station.
 AB6681
 AB6681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK307240(NAD 83)
 AB6681_MARKER: DD = SURVEY DISK
 AB6681_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AB6681+WITH SETTING: PAVEMENT
 AB6681_SP_SET: LIGHT POLE BASE
 AB6681_STAMPING: 3 N 1 1995
 AB6681_MARK LOGO: NJGS  
 AB6681_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6681+STABILITY: SURFACE MOTION
 AB6681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6681+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6681
 AB6681  HISTORY     - Date     Condition        Report By
 AB6681  HISTORY     - 1995     MONUMENTED       NJGS
 AB6681
 AB6681                          STATION DESCRIPTION
 AB6681
 AB6681'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6681'THE STATION IS LOCATED IN PEMBERTON TOWNSHIP ON THE GROUNDS OF THE
 AB6681'BURLINGTON COUNTY COLLEGE.  TO REACH THE STATION FROM THE JUNCTION OF
 AB6681'U.S.  HIGHWAY 206 AND COUNTY ROAD 530, GO EAST ON COUNTY ROAD 530 FOR
 AB6681'2.7 MI (4.3 KM) TO THE INTERSECTION WITH HANOVER STREET, COUNTY ROAD
 AB6681'616, AND THE PEMBERTON BYPASS.  CONTINUE AHEAD, EAST ON COUNTY ROAD
 AB6681'530, THE PEMBERTON BYPASS, FOR 2.2 MI (3.5 KM) TO THE TEE JUNCTION
 AB6681'WITH PEMBERTON BROWNS MILLS ROAD, COUNTY ROAD 530.  TURN RIGHT AND GO
 AB6681'EAST ON COUNTY ROAD 530 FOR 0.65 MI (1.05 KM) TO THE EAST ENTRANCE
 AB6681'DRIVE LEADING TO THE BURLINGTON COUNTY COLLEGE AND THE STATION ON THE
 AB6681'RIGHT, SET FLUSH IN A CONCRETE BASE OF A LIGHT POLE IN A TRIANGULAR
 AB6681'SHAPED GRASS ISLAND WITH A 2.5 M (8.2 FT) HIGH PYRAMIDAL SHAPED
 AB6681'CONCRETE MONOLITH WITH A SIGN FOR THE BURLINGTON COUNTY COLLEGE
 AB6681'ATTACHED.  THE STATION IS 61.0 FT (18.6 M) SOUTH FROM THE CENTERLINE
 AB6681'OF COUNTY ROAD 530, 12.8 FT (3.9 M) SOUTHEAST FROM THE SOUTHWEST
 AB6681'CORNER OF THE CONCRETE MONOLITH, 13.8 FT (4.2 M) SOUTHWEST FROM THE
 AB6681'SOUTHEAST CORNER OF THE CONCRETE MONOLITH AND 79.0 FT (24.1 M) EAST
 AB6681'SOUTHEAST FROM POLE NUMBER 55192 PM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8769 ***********************************************************************
 AB8769  DESIGNATION -  3 N 11
 AB8769  PID         -  AB8769
 AB8769  STATE/COUNTY-  NJ/BURLINGTON
 AB8769  USGS QUAD   -  BRISTOL (1981)
 AB8769
 AB8769                         *CURRENT SURVEY CONTROL
 AB8769  ___________________________________________________________________
 AB8769* NAD 83(1996)-  40 05 06.52509(N)    074 49 58.79182(W)     ADJUSTED  
 AB8769* NAVD 88     -         8.4    (meters)      28.     (feet)  GPS OBS   
 AB8769  ___________________________________________________________________
 AB8769  X           -   1,278,499.298 (meters)                     COMP
 AB8769  Y           -  -4,716,392.973 (meters)                     COMP
 AB8769  Z           -   4,085,207.686 (meters)                     COMP
 AB8769  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 AB8769  ELLIP HEIGHT-         -24.40  (meters)          (10/23/02) GPS OBS
 AB8769  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 AB8769
 AB8769  HORZ ORDER  -  FIRST
 AB8769  ELLP ORDER  -  FOURTH    CLASS I
 AB8769
 AB8769.The horizontal coordinates were established by GPS observations
 AB8769.and adjusted by the National Geodetic Survey in May 1999..
 AB8769
 AB8769.The orthometric height was determined by GPS observations and a
 AB8769.high-resolution geoid model.
 AB8769
 AB8769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8769
 AB8769.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8769
 AB8769.The ellipsoidal height was determined by GPS observations
 AB8769.and is referenced to NAD 83.
 AB8769
 AB8769.The geoid height was determined by GEOID03.
 AB8769
 AB8769;                    North         East     Units Scale Factor Converg.
 AB8769;SPC NJ       -   139,020.810   121,602.203   MT  0.99990992   -0 12 51.9
 AB8769;SPC NJ       -   456,104.11    398,956.56   sFT  0.99990992   -0 12 51.9
 AB8769;UTM  18      - 4,437,221.007   514,237.546   MT  0.99960250   +0 06 27.1
 AB8769
 AB8769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8769!SPC NJ       -   1.00000383  x   0.99990992  =   0.99991375
 AB8769!UTM  18      -   1.00000383  x   0.99960250  =   0.99960633
 AB8769
 AB8769                          SUPERSEDED SURVEY CONTROL
 AB8769
 AB8769  ELLIP H (05/14/99)  -24.41   (m)                       GP(       ) 4 1
 AB8769  NAD 83(1992)-  40 05 06.52438(N)    074 49 58.79198(W) AD(       ) 1
 AB8769  ELLIP H (12/16/96)  -24.44   (m)                       GP(       ) 2 1
 AB8769
 AB8769.Superseded values are not recommended for survey control.
 AB8769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8769.See file dsdata.txt to determine how the superseded data were derived.
 AB8769
 AB8769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1423837221(NAD 83)
 AB8769_MARKER: DD = SURVEY DISK
 AB8769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8769_STAMPING: 3 N 11 1995
 AB8769_MARK LOGO: NJGS  
 AB8769_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8769+STABILITY: SURFACE MOTION
 AB8769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8769+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2002
 AB8769
 AB8769  HISTORY     - Date     Condition        Report By
 AB8769  HISTORY     - 1995     MONUMENTED       TWT
 AB8769  HISTORY     - 20021219 GOOD             PADT
 AB8769
 AB8769                          STATION DESCRIPTION
 AB8769
 AB8769'DESCRIBED BY TWT CONS ENG 1995 (WPD)
 AB8769'THE STATION IS LOCATED IN THE TOWN OF BURLINGTON, BURLINGTON TOWNSHIP
 AB8769'ON THE SOUTHEAST SIDE OF THE NORTHBOUND LANES OF U.S.  HIGHWAY ROUTE
 AB8769'130.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY
 AB8769'ROUTE 130 AND HIGH STREET (COUNTY ROAD 541) , GO NORTHEAST ON U.S.
 AB8769'HIGHWAY ROUTE 130 FOR 1.45 MI (2.33 KM) TO THE STATION ON THE RIGHT
 AB8769'SET FLUSH WITH THE GROUND.  THE STATION IS 54.7 FT (16.7 M) NORTHEAST
 AB8769'OF THE NORTH CORNER OF A 1 STORY BRICK AND STUCCO BUILDING (TIMS AUTO
 AB8769'SERVICE) , 65.1 FT (19.8 M) SOUTHEAST OF THE PHYSICAL CENTERLINE OF
 AB8769'U.S.  HIGHWAY ROUTE 130, 68.8 FT (21.0 M) NORTHWEST OF THE ROUND
 AB8769'CONCRETE BASE FOR A LAMP IN THE PARKING LOT OF AN ABANDONED SHOPPING
 AB8769'CENTER, 54.7 FT (16.7 M) WEST OF THE SQUARE CONCRETE BASE FOR AN
 AB8769'ELECTRIC SIGN IN THE SAME PARKING LOT AND 56.9 FT (17.3 M) SOUTHWEST
 AB8769'OF A PK NAIL IN THE BASE OF UTILITY POLE NUMBER 5 710.
 AB8769
 AB8769                          STATION RECOVERY (2002)
 AB8769
 AB8769'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (BH)
 AB8769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8771 ***********************************************************************
 AB8771  DESIGNATION -  3 P 1
 AB8771  PID         -  AB8771
 AB8771  STATE/COUNTY-  NJ/BURLINGTON
 AB8771  USGS QUAD   -  BRISTOL (1981)
 AB8771
 AB8771                         *CURRENT SURVEY CONTROL
 AB8771  ___________________________________________________________________
 AB8771* NAD 83(1996)-  40 05 38.41364(N)    074 48 44.35039(W)     ADJUSTED  
 AB8771* NAVD 88     -        11.4    (meters)      37.     (feet)  GPS OBS   
 AB8771  ___________________________________________________________________
 AB8771  X           -   1,280,036.042 (meters)                     COMP
 AB8771  Y           -  -4,715,322.222 (meters)                     COMP
 AB8771  Z           -   4,085,962.090 (meters)                     COMP
 AB8771  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 AB8771  ELLIP HEIGHT-         -21.37  (meters)          (10/23/02) GPS OBS
 AB8771  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 AB8771
 AB8771  HORZ ORDER  -  FIRST
 AB8771  ELLP ORDER  -  FOURTH    CLASS I
 AB8771
 AB8771.The horizontal coordinates were established by GPS observations
 AB8771.and adjusted by the National Geodetic Survey in May 1999..
 AB8771
 AB8771.The orthometric height was determined by GPS observations and a
 AB8771.high-resolution geoid model.
 AB8771
 AB8771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8771
 AB8771.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8771
 AB8771.The ellipsoidal height was determined by GPS observations
 AB8771.and is referenced to NAD 83.
 AB8771
 AB8771.The geoid height was determined by GEOID03.
 AB8771
 AB8771;                    North         East     Units Scale Factor Converg.
 AB8771;SPC NJ       -   139,997.872   123,369.077   MT  0.99990873   -0 12 04.1
 AB8771;SPC NJ       -   459,309.69    404,753.38   sFT  0.99990873   -0 12 04.1
 AB8771;UTM  18      - 4,438,207.680   515,998.362   MT  0.99960315   +0 07 15.1
 AB8771
 AB8771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8771!SPC NJ       -   1.00000335  x   0.99990873  =   0.99991208
 AB8771!UTM  18      -   1.00000335  x   0.99960315  =   0.99960650
 AB8771
 AB8771                          SUPERSEDED SURVEY CONTROL
 AB8771
 AB8771  ELLIP H (05/14/99)  -21.38   (m)                       GP(       ) 4 1
 AB8771  NAD 83(1992)-  40 05 38.41291(N)    074 48 44.35057(W) AD(       ) 1
 AB8771  ELLIP H (12/16/96)  -21.40   (m)                       GP(       ) 2 1
 AB8771
 AB8771.Superseded values are not recommended for survey control.
 AB8771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8771.See file dsdata.txt to determine how the superseded data were derived.
 AB8771
 AB8771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1599838208(NAD 83)
 AB8771_MARKER: DD = SURVEY DISK
 AB8771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8771_STAMPING: 3 P 1 1995
 AB8771_MARK LOGO: NJGS  
 AB8771_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8771+STABILITY: SURFACE MOTION
 AB8771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8771+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB8771
 AB8771  HISTORY     - Date     Condition        Report By
 AB8771  HISTORY     - 1995     MONUMENTED       TWT
 AB8771  HISTORY     - 20041227 MARK NOT FOUND   NJGS
 AB8771
 AB8771                          STATION DESCRIPTION
 AB8771
 AB8771'DESCRIBED BY TWT CONS ENG 1995 (WPD)
 AB8771'THE STATION IS LOCATED IN THE TOWN OF BURLINGTON, BURLINGTON TOWNSHIP
 AB8771'ON THE SOUTHEAST SIDE OF THE NORTHBOUND LANES OF U.S.  HIGHWAY ROUTE
 AB8771'130.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY
 AB8771'ROUTE 130 AND DULTYS LANE, GO NORTHEAST ON U.S.  HIGHWAY ROUTE 130 FOR
 AB8771'0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT JUST WEST OF THE
 AB8771'BURLINGTON COAT FACTORY AND SET FLUSH WITH THE GROUND.  THE STATION IS
 AB8771'LOCATED 28.4 FT (8.7 M) NORTHEAST OF THE CENTERLINE OF A FIRE HYDRANT,
 AB8771'41.9 FT (12.8 M) SOUTHEAST OF THE FACE OF CURB OF THE CONCRETE ISLAND
 AB8771'IN THE CENTER OF U.S.  HIGHWAY ROUTE 130, ON THE EXTENDED LINE OF THE
 AB8771'NORTHEAST FACE OF BILLBOARD NUMBER 57958 ON THE NORTHWEST SIDE OF U.S.
 AB8771'HIGHWAY ROUTE 130, 52.2 FT (15.9 M) SOUTHWEST OF UTILITY POLE NUMBER
 AB8771'764 AND 120.4 FT (36.7 M) NORTHEAST OF MILEPOST 49.
 AB8771
 AB8771                          STATION RECOVERY (2004)
 AB8771
 AB8771'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2004 (ECB)
 AB8771'UTILITY CONSTRUCTION IN AREA OF STATION HAS PROBABLY CAUSED ITS
 AB8771'DEMISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8770 ***********************************************************************
 AB8770  DESIGNATION -  3 Q 1
 AB8770  PID         -  AB8770
 AB8770  STATE/COUNTY-  NJ/BURLINGTON
 AB8770  USGS QUAD   -  BRISTOL (1981)
 AB8770
 AB8770                         *CURRENT SURVEY CONTROL
 AB8770  ___________________________________________________________________
 AB8770* NAD 83(1996)-  40 05 25.58674(N)    074 49 14.26820(W)     ADJUSTED  
 AB8770* NAVD 88     -         7.6    (meters)      25.     (feet)  GPS OBS   
 AB8770  ___________________________________________________________________
 AB8770  X           -   1,279,418.037 (meters)                     COMP
 AB8770  Y           -  -4,715,750.902 (meters)                     COMP
 AB8770  Z           -   4,085,656.961 (meters)                     COMP
 AB8770  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 AB8770  ELLIP HEIGHT-         -25.21  (meters)          (10/23/02) GPS OBS
 AB8770  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 AB8770
 AB8770  HORZ ORDER  -  FIRST
 AB8770  ELLP ORDER  -  FOURTH    CLASS I
 AB8770
 AB8770.The horizontal coordinates were established by GPS observations
 AB8770.and adjusted by the National Geodetic Survey in May 1999..
 AB8770
 AB8770.The orthometric height was determined by GPS observations and a
 AB8770.high-resolution geoid model.
 AB8770
 AB8770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8770
 AB8770.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8770
 AB8770.The ellipsoidal height was determined by GPS observations
 AB8770.and is referenced to NAD 83.
 AB8770
 AB8770.The geoid height was determined by GEOID03.
 AB8770
 AB8770;                    North         East     Units Scale Factor Converg.
 AB8770;SPC NJ       -   139,604.806   122,659.029   MT  0.99990920   -0 12 23.3
 AB8770;SPC NJ       -   458,020.10    402,423.83   sFT  0.99990920   -0 12 23.3
 AB8770;UTM  18      - 4,437,810.751   515,290.750   MT  0.99960288   +0 06 55.8
 AB8770
 AB8770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8770!SPC NJ       -   1.00000395  x   0.99990920  =   0.99991315
 AB8770!UTM  18      -   1.00000395  x   0.99960288  =   0.99960683
 AB8770
 AB8770                          SUPERSEDED SURVEY CONTROL
 AB8770
 AB8770  ELLIP H (05/14/99)  -25.22   (m)                       GP(       ) 4 1
 AB8770  NAD 83(1992)-  40 05 25.58601(N)    074 49 14.26838(W) AD(       ) 1
 AB8770  ELLIP H (12/16/96)  -25.24   (m)                       GP(       ) 2 1
 AB8770
 AB8770.Superseded values are not recommended for survey control.
 AB8770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8770.See file dsdata.txt to determine how the superseded data were derived.
 AB8770
 AB8770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1529137811(NAD 83)
 AB8770_MARKER: DD = SURVEY DISK
 AB8770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8770_STAMPING: 3 Q 1 1995
 AB8770_MARK LOGO: NJGS  
 AB8770_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8770+STABILITY: SURFACE MOTION
 AB8770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8770+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2004
 AB8770
 AB8770  HISTORY     - Date     Condition        Report By
 AB8770  HISTORY     - 1995     MONUMENTED       TWT
 AB8770  HISTORY     - 20021219 GOOD             PADT
 AB8770  HISTORY     - 20041227 GOOD             NJGS
 AB8770
 AB8770                          STATION DESCRIPTION
 AB8770
 AB8770'DESCRIBED BY TWT CONS ENG 1995 (WPD)
 AB8770'THE STATION IS LOCATED IN THE TOWN OF BURLINGTON, BURLINGTON TOWNSHIP
 AB8770'ON THE SOUTHEAST SIDE OF THE NORTHBOUND LANES OF U.S.  HIGHWAY ROUTE
 AB8770'130.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY
 AB8770'ROUTE 130 AND NECK ROAD (COUNTY ROAD 658) , GO NORTHEAST ON U.S.
 AB8770'HIGHWAY ROUTE 130 FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT IN
 AB8770'FRONT OF MCCOLLISTERS MOVING AND STORAGE SET FLUSH WITH THE GROUND.
 AB8770'THE STATION IS LOCATED 63.5 FT (19.4 M) NORTHEAST OF THE CENTERLINE OF
 AB8770'A FIRE DEPARTMENT SPRINKLER CONNECTION, 52.2 FT (15.9 M) SOUTHWEST OF
 AB8770'THE PHYSICAL CENTERLINE OF U.S.  HIGHWAY ROUTE 130, 49.7 FT (15.1 M)
 AB8770'WEST OF THE NORTHWEST CORNER OF THE CONCRETE BASE FOR A MCCOLLISTERS
 AB8770'SIGN, 43.5 FT (13.3 M) SOUTHWEST OF A PK IN THE BASE OF UTILITY POLE
 AB8770'NUMBER 742 AND 57.7 FT (17.6 M) EAST OF A PK IN THE BASE OF UTILITY
 AB8770'POLE NUMBER 741.
 AB8770
 AB8770                          STATION RECOVERY (2002)
 AB8770
 AB8770'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (BH)
 AB8770'RECOVERED IN GOOD CONDITION.
 AB8770
 AB8770                          STATION RECOVERY (2004)
 AB8770
 AB8770'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2004 (ECB)
 AB8770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8772 ***********************************************************************
 AB8772  DESIGNATION -  3 R 1
 AB8772  PID         -  AB8772
 AB8772  STATE/COUNTY-  NJ/BURLINGTON
 AB8772  USGS QUAD   -  BRISTOL (1981)
 AB8772
 AB8772                         *CURRENT SURVEY CONTROL
 AB8772  ___________________________________________________________________
 AB8772* NAD 83(1996)-  40 06 02.33193(N)    074 47 51.21383(W)     ADJUSTED  
 AB8772* NAVD 88     -         9.8    (meters)      32.     (feet)  GPS OBS   
 AB8772  ___________________________________________________________________
 AB8772  X           -   1,281,125.800 (meters)                     COMP
 AB8772  Y           -  -4,714,532.572 (meters)                     COMP
 AB8772  Z           -   4,086,525.354 (meters)                     COMP
 AB8772  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 AB8772  ELLIP HEIGHT-         -23.01  (meters)          (10/23/02) GPS OBS
 AB8772  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 AB8772
 AB8772  HORZ ORDER  -  FIRST
 AB8772  ELLP ORDER  -  FOURTH    CLASS I
 AB8772
 AB8772.The horizontal coordinates were established by GPS observations
 AB8772.and adjusted by the National Geodetic Survey in May 1999..
 AB8772
 AB8772.The orthometric height was determined by GPS observations and a
 AB8772.high-resolution geoid model.
 AB8772
 AB8772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8772
 AB8772.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8772
 AB8772.The ellipsoidal height was determined by GPS observations
 AB8772.and is referenced to NAD 83.
 AB8772
 AB8772.The geoid height was determined by GEOID03.
 AB8772
 AB8772;                    North         East     Units Scale Factor Converg.
 AB8772;SPC NJ       -   140,731.209   124,630.119   MT  0.99990792   -0 11 30.0
 AB8772;SPC NJ       -   461,715.64    408,890.65   sFT  0.99990792   -0 11 30.0
 AB8772;UTM  18      - 4,438,947.868   517,254.878   MT  0.99960367   +0 07 49.4
 AB8772
 AB8772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8772!SPC NJ       -   1.00000361  x   0.99990792  =   0.99991153
 AB8772!UTM  18      -   1.00000361  x   0.99960367  =   0.99960728
 AB8772
 AB8772|---------------------------------------------------------------------|
 AB8772| PID    Reference Object                     Distance      Geod. Az  |
 AB8772|                                                           dddmmss.s |
 AB8772| KV1154 L 76                                227.923 METERS 24040     |
 AB8772|---------------------------------------------------------------------|
 AB8772
 AB8772                          SUPERSEDED SURVEY CONTROL
 AB8772
 AB8772  ELLIP H (05/14/99)  -23.02   (m)                       GP(       ) 4 1
 AB8772  NAD 83(1992)-  40 06 02.33116(N)    074 47 51.21393(W) AD(       ) 1
 AB8772  ELLIP H (12/16/96)  -23.05   (m)                       GP(       ) 2 1
 AB8772
 AB8772.Superseded values are not recommended for survey control.
 AB8772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8772.See file dsdata.txt to determine how the superseded data were derived.
 AB8772
 AB8772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1725538948(NAD 83)
 AB8772_MARKER: DD = SURVEY DISK
 AB8772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8772_STAMPING: 3 R 1 1995
 AB8772_MARK LOGO: NJGS  
 AB8772_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8772+STABILITY: SURFACE MOTION
 AB8772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8772+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB8772
 AB8772  HISTORY     - Date     Condition        Report By
 AB8772  HISTORY     - 1995     MONUMENTED       TWT
 AB8772  HISTORY     - 20041227 MARK NOT FOUND   NJGS
 AB8772
 AB8772                          STATION DESCRIPTION
 AB8772
 AB8772'DESCRIBED BY TWT CONS ENG 1995 (WPD)
 AB8772'THE STATION IS LOCATED APPROXIMATELY 3.7 MI (6.0 KM) NORTHEAST OF
 AB8772'BURLINGTON, NEW JERSEY IN THE TOWN OF FLORENCE, FLORENCE TOWNSHIP ON
 AB8772'THE NORTHWEST SIDE OF THE SOUTHBOUND LANES OF U.S.  HIGHWAY ROUTE 130.
 AB8772'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY ROUTE 130
 AB8772'AND THE NEW JERSEY-PENNSYLVANIA TURNPIKE CONNECTOR OVERPASS, GO SOUTH
 AB8772'ON U.S.  HIGHWAY ROUTE 130 FOR 0.35 MI (0.56 KM) TO THE STATION ON THE
 AB8772'RIGHT SET FLUSH WITH THE GROUND.  THE STATION IS LOCATED 27.5 FT (8.4
 AB8772'M) WEST OF THE WESTERN BUILDING LINE EXTENDED OF THE LAND-O-LAKES
 AB8772'FOODS WAREHOUSE ON THE NORTHWEST SIDE OF U.S.  HIGHWAY ROUTE 130,
 AB8772'176.0 FT (53.6 M) NORTHEAST OF THE CONCRETE ISLAND AT THE CENTER OF
 AB8772'THE LAND-O-LAKES DRIVEWAY, 52.6 FT (16.0 M) NORTHWEST OF THE PHYSICAL
 AB8772'CENTERLINE OF U.S.  HIGHWAY ROUTE 130, 75.7 FT (23.1 M) WEST OF A PK
 AB8772'IN THE BASE OF UTILTY POLE NUMBER 3175FL/62055FLO AND 74.4 FT (22.7 M)
 AB8772'NORTHEAST OF A PK IN THE BASE OF UTILITY POLE NUMBER 62056FLO.
 AB8772
 AB8772                          STATION RECOVERY (2004)
 AB8772
 AB8772'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2004 (ECB)
 AB8772'UTILITY CONSTRUCTION IN AREA OF STATION HAS PROBABLY CAUSED ITS
 AB8772'DEMISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8768 ***********************************************************************
 AB8768  DESIGNATION -  3 S 1
 AB8768  PID         -  AB8768
 AB8768  STATE/COUNTY-  NJ/BURLINGTON
 AB8768  USGS QUAD   -  BRISTOL (1981)
 AB8768
 AB8768                         *CURRENT SURVEY CONTROL
 AB8768  ___________________________________________________________________
 AB8768* NAD 83(1996)-  40 06 55.53705(N)    074 46 14.12226(W)     ADJUSTED  
 AB8768* NAVD 88     -         6.4    (meters)      21.     (feet)  GPS OBS   
 AB8768  ___________________________________________________________________
 AB8768  X           -   1,283,066.463 (meters)                     COMP
 AB8768  Y           -  -4,712,906.446 (meters)                     COMP
 AB8768  Z           -   4,087,778.292 (meters)                     COMP
 AB8768  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 AB8768  ELLIP HEIGHT-         -26.38  (meters)          (10/23/02) GPS OBS
 AB8768  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 AB8768
 AB8768  HORZ ORDER  -  FIRST
 AB8768  ELLP ORDER  -  FOURTH    CLASS I
 AB8768
 AB8768.The horizontal coordinates were established by GPS observations
 AB8768.and adjusted by the National Geodetic Survey in May 1999..
 AB8768
 AB8768.The orthometric height was determined by GPS observations and a
 AB8768.high-resolution geoid model.
 AB8768
 AB8768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8768
 AB8768.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8768
 AB8768.The ellipsoidal height was determined by GPS observations
 AB8768.and is referenced to NAD 83.
 AB8768
 AB8768.The geoid height was determined by GEOID03.
 AB8768
 AB8768;                    North         East     Units Scale Factor Converg.
 AB8768;SPC NJ       -   142,364.738   126,934.563   MT  0.99990655   -0 10 27.7
 AB8768;SPC NJ       -   467,074.98    416,451.15   sFT  0.99990655   -0 10 27.7
 AB8768;UTM  18      - 4,440,593.828   519,549.407   MT  0.99960470   +0 08 52.1
 AB8768
 AB8768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8768!SPC NJ       -   1.00000414  x   0.99990655  =   0.99991069
 AB8768!UTM  18      -   1.00000414  x   0.99960470  =   0.99960884
 AB8768
 AB8768|---------------------------------------------------------------------|
 AB8768| PID    Reference Object                     Distance      Geod. Az  |
 AB8768|                                                           dddmmss.s |
 AB8768| KV1150 P 75                                316.990 METERS 16707     |
 AB8768|---------------------------------------------------------------------|
 AB8768
 AB8768                          SUPERSEDED SURVEY CONTROL
 AB8768
 AB8768  ELLIP H (05/14/99)  -26.39   (m)                       GP(       ) 4 1
 AB8768  NAD 83(1992)-  40 06 55.53626(N)    074 46 14.12230(W) AD(       ) 1
 AB8768  ELLIP H (12/16/96)  -26.42   (m)                       GP(       ) 2 1
 AB8768
 AB8768.Superseded values are not recommended for survey control.
 AB8768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8768.See file dsdata.txt to determine how the superseded data were derived.
 AB8768
 AB8768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1954940594(NAD 83)
 AB8768_MARKER: DD = SURVEY DISK
 AB8768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8768_STAMPING: 3 S 1 1995
 AB8768_MARK LOGO: NJGS  
 AB8768_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8768+STABILITY: SURFACE MOTION
 AB8768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8768+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 AB8768
 AB8768  HISTORY     - Date     Condition        Report By
 AB8768  HISTORY     - 1995     MONUMENTED       TWT
 AB8768  HISTORY     - 20060607 GOOD             AAAS
 AB8768
 AB8768                          STATION DESCRIPTION
 AB8768
 AB8768'DESCRIBED BY TWT CONS ENG 1995 (WPD)
 AB8768'THE STATION IS LOCATED APPROXIMATELY 5.5 NORTHEAST OF BURLINGTON, NEW
 AB8768'JERSEY IN THE TOWN OF ROEBLING, FLORENCE TOWNSHIP AT THE NORTHEAST
 AB8768'CORNER OF THE INTERSECTION OF HORNBERGER AVENUE AND AMBOY AVENUE.  TO
 AB8768'REACH THE STATION FROM THE NEAREST INTERSECTION OF U.S.  HIGHWAY ROUTE
 AB8768'130 AND HORNBERGER AVENUE, GO NORTHWEST ON HORNBERGER AVENUE 0.2 MI
 AB8768'(0.3 KM) TO THE STATION ON THE RIGHT SET FLUSH WITH THE GROUND.  THE
 AB8768'STATION IS 22.8 FT (6.9 M) EAST OF THE FACE OF CURB ON THE EAST SIDE
 AB8768'OF HORNBERGER AVENUE, 2.3 FT (0.7 M) SOUTH OF THE FACE OF CURB ON THE
 AB8768'SOUTH SIDE OF AMBOY AVENUE AND 16.1 FT (4.9 M) NORTHWEST OF THE
 AB8768'NORTHEAST CORNER OF A 3 FT (0.9 M) HIGH BRICK WALL.
 AB8768
 AB8768                          STATION RECOVERY (2006)
 AB8768
 AB8768'RECOVERY NOTE BY ARORA AND ASSOCIATES 2006 (LUD)
 AB8768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8775 ***********************************************************************
 AB8775  DESIGNATION -  3 T 1
 AB8775  PID         -  AB8775
 AB8775  STATE/COUNTY-  NJ/BURLINGTON
 AB8775  USGS QUAD   -  TRENTON EAST (1981)
 AB8775
 AB8775                         *CURRENT SURVEY CONTROL
 AB8775  ___________________________________________________________________
 AB8775* NAD 83(1996)-  40 07 35.99406(N)    074 44 18.55227(W)     ADJUSTED  
 AB8775* NAVD 88     -         5.6    (meters)      18.     (feet)  GPS OBS   
 AB8775  ___________________________________________________________________
 AB8775  X           -   1,285,495.080 (meters)                     COMP
 AB8775  Y           -  -4,711,410.477 (meters)                     COMP
 AB8775  Z           -   4,088,731.989 (meters)                     COMP
 AB8775  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 AB8775  ELLIP HEIGHT-         -27.16  (meters)          (10/23/02) GPS OBS
 AB8775  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 AB8775
 AB8775  HORZ ORDER  -  FIRST
 AB8775  ELLP ORDER  -  FOURTH    CLASS I
 AB8775
 AB8775.The horizontal coordinates were established by GPS observations
 AB8775.and adjusted by the National Geodetic Survey in May 1999..
 AB8775
 AB8775.The orthometric height was determined by GPS observations and a
 AB8775.high-resolution geoid model.
 AB8775
 AB8775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8775
 AB8775.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8775
 AB8775.The ellipsoidal height was determined by GPS observations
 AB8775.and is referenced to NAD 83.
 AB8775
 AB8775.The geoid height was determined by GEOID03.
 AB8775
 AB8775;                    North         East     Units Scale Factor Converg.
 AB8775;SPC NJ       -   143,604.622   129,674.399   MT  0.99990508   -0 09 13.3
 AB8775;SPC NJ       -   471,142.83    425,440.09   sFT  0.99990508   -0 09 13.3
 AB8775;UTM  18      - 4,441,848.722   522,281.406   MT  0.99960611   +0 10 06.7
 AB8775
 AB8775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8775!SPC NJ       -   1.00000426  x   0.99990508  =   0.99990934
 AB8775!UTM  18      -   1.00000426  x   0.99960611  =   0.99961037
 AB8775
 AB8775|---------------------------------------------------------------------|
 AB8775| PID    Reference Object                     Distance      Geod. Az  |
 AB8775|                                                           dddmmss.s |
 AB8775| KV1147 G 75                                142.245 METERS 22106     |
 AB8775|---------------------------------------------------------------------|
 AB8775
 AB8775                          SUPERSEDED SURVEY CONTROL
 AB8775
 AB8775  NAD 83(1992)-  40 07 35.99329(N)    074 44 18.55224(W) AD(       ) 1
 AB8775  ELLIP H (12/16/96)  -27.20   (m)                       GP(       ) 2 1
 AB8775
 AB8775.Superseded values are not recommended for survey control.
 AB8775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8775.See file dsdata.txt to determine how the superseded data were derived.
 AB8775
 AB8775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2228141849(NAD 83)
 AB8775_MARKER: DD = SURVEY DISK
 AB8775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8775_STAMPING: 3 T 1 1995
 AB8775_MARK LOGO: NJGS  
 AB8775_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8775+STABILITY: SURFACE MOTION
 AB8775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8775+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB8775
 AB8775  HISTORY     - Date     Condition        Report By
 AB8775  HISTORY     - 1995     MONUMENTED       TWT
 AB8775
 AB8775                          STATION DESCRIPTION
 AB8775
 AB8775'DESCRIBED BY TWT CONS ENG 1995 (WPD)
 AB8775'THE STATION IS LOCATED APPROXIMATELY 1.0 MI (1.6 KM) SOUTHWEST OF
 AB8775'BORDENTOWN, NEW JERSEY IN THE TOWN OF FIELDSBORO, BORDENTOWN TOWNSHIP
 AB8775'ON THE NORTH WEST SIDE OF THE SOUTHBOUND LANES OF U.S.  HIGHWAY ROUTE
 AB8775'130 AND ON THE WEST SIDE OF THE SOUTHBOUND LANE OF BURLINGTON ROAD
 AB8775'(COUNTY ROAD 662) .  TO REACH THE STATION FROM THE INTERSECTION OF
 AB8775'U.S.  HIGHWAY ROUTE 130 AND THE NEW JERSEY-PENNSYLVANIA TURNPIKE
 AB8775'CONNECTOR OVERPASS GO NORTH ON U.S.  HIGHWAY ROUTE 130 ABOUT 3.4 MI
 AB8775'(5.5 KM) TO COUNTY ROAD 662 AND THE STATION ON THE LEFT SET FLUSH WITH
 AB8775'THE GROUND.  THE STATION IS 135.5 FT (41.3 M) NORTHWEST OF THE
 AB8775'PHYSICAL CENTERLINE OF U.S.  HIGHWAY ROUTE 130, 87.8 FT (26.8 M) WEST
 AB8775'OF THE CENTERLINE OF COUNTY ROAD 662, 98.8 FT (30.1 M) NORTH OF A PK
 AB8775'IN THE BASE OF UTILITY POLE NUMBER 959, 69.5 FT (21.2 M) SOUTHWEST OF
 AB8775'A PK IN THE BASE OF UTILITY POLE NUMBER 961 AND 123.4 FT (37.6 M) WEST
 AB8775'OF A PK IN THE BASE OF UTILITY POLE NUMBER 62259BD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0284 ***********************************************************************
 JU0284  DESIGNATION -  3 USFWS
 JU0284  PID         -  JU0284
 JU0284  STATE/COUNTY-  NJ/ATLANTIC
 JU0284  USGS QUAD   -  OCEANVILLE (1989)
 JU0284
 JU0284                         *CURRENT SURVEY CONTROL
 JU0284  ___________________________________________________________________
 JU0284* NAD 83(1986)-  39 27 36.     (N)    074 26 20.     (W)     SCALED    
 JU0284* NAVD 88     -         1.105  (meters)       3.63   (feet)  ADJUSTED  
 JU0284  ___________________________________________________________________
 JU0284  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JU0284  DYNAMIC HT  -           1.104 (meters)       3.62  (feet)  COMP
 JU0284  MODELED GRAV-     980,126.6   (mgal)                       NAVD 88
 JU0284
 JU0284  VERT ORDER  -  SECOND    CLASS 0
 JU0284
 JU0284.The horizontal coordinates were scaled from a topographic map and have
 JU0284.an estimated accuracy of +/- 6 seconds.
 JU0284
 JU0284.The orthometric height was determined by differential leveling
 JU0284.and adjusted by the National Geodetic Survey in June 1991..
 JU0284
 JU0284.The geoid height was determined by GEOID03.
 JU0284
 JU0284.The dynamic height is computed by dividing the NAVD 88
 JU0284.geopotential number by the normal gravity value computed on the
 JU0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0284.degrees latitude (g = 980.6199 gals.).
 JU0284
 JU0284.The modeled gravity was interpolated from observed gravity values.
 JU0284
 JU0284;                    North         East    Units  Estimated Accuracy
 JU0284;SPC NJ       -    69,570.      155,260.      MT  (+/- 180 meters Scaled)
 JU0284
 JU0284                          SUPERSEDED SURVEY CONTROL
 JU0284
 JU0284  NGVD 29 (??/??/??)    1.486  (m)            4.88   (f) ADJUSTED    2 0
 JU0284
 JU0284.Superseded values are not recommended for survey control.
 JU0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0284.See file dsdata.txt to determine how the superseded data were derived.
 JU0284
 JU0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ482679(NAD 83)
 JU0284_MARKER: DD = SURVEY DISK
 JU0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0284_SP_SET: CULVERT
 JU0284_STAMPING: NO 3
 JU0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0284
 JU0284  HISTORY     - Date     Condition        Report By
 JU0284  HISTORY     - UNK      MONUMENTED       USFWS
 JU0284  HISTORY     - 1961     GOOD             CGS
 JU0284
 JU0284                          STATION DESCRIPTION
 JU0284
 JU0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0284'1.4 MI SE FROM OCEANVILLE.
 JU0284'0.75 MILE SOUTHEAST ALONG GREAT CREEK ROAD FROM THE JUNCTION
 JU0284'OF U.S. HIGHWAY 9 AT OCEANVILLE, TO THE BRIGANTINE NATIONAL
 JU0284'WILDLIFE REFUGE OFFICE, THENCE 0.6 MILE SOUTHEAST ALONG DIKE
 JU0284'TO DOUGHTY CREEK, IN THE NORTHEAST END OF THE NORTHWEST CONCRETE
 JU0284'WALL OF BOX CULVERT FOR DOUGHTY CREEK PASSING THROUGH THE DIKE.
 JU0284'THIS IS ALSO A FLOOD CONTROL GATE.  SET IN A DRILL HOLE 3 FEET
 JU0284'BELOW THE TOP OF THE DIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0096 ***********************************************************************
 KV0096  DESIGNATION -  30.17 CNJRR
 KV0096  PID         -  KV0096
 KV0096  STATE/COUNTY-  NJ/ESSEX
 KV0096  USGS QUAD   -  ELIZABETH (1995)
 KV0096
 KV0096                         *CURRENT SURVEY CONTROL
 KV0096  ___________________________________________________________________
 KV0096* NAD 83(1986)-  40 44 00.     (N)    074 10 25.     (W)     SCALED    
 KV0096* NAVD 88     -         9.694  (meters)      31.80   (feet)  ADJUSTED  
 KV0096  ___________________________________________________________________
 KV0096  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KV0096  DYNAMIC HT  -           9.691 (meters)      31.79  (feet)  COMP
 KV0096  MODELED GRAV-     980,220.6   (mgal)                       NAVD 88
 KV0096
 KV0096  VERT ORDER  -  FIRST     CLASS II
 KV0096
 KV0096.The horizontal coordinates were scaled from a topographic map and have
 KV0096.an estimated accuracy of +/- 6 seconds.
 KV0096
 KV0096.The orthometric height was determined by differential leveling
 KV0096.and adjusted by the National Geodetic Survey in June 1991..
 KV0096
 KV0096.The geoid height was determined by GEOID03.
 KV0096
 KV0096.The dynamic height is computed by dividing the NAVD 88
 KV0096.geopotential number by the normal gravity value computed on the
 KV0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0096.degrees latitude (g = 980.6199 gals.).
 KV0096
 KV0096.The modeled gravity was interpolated from observed gravity values.
 KV0096
 KV0096;                    North         East    Units  Estimated Accuracy
 KV0096;SPC NJ       -   210,990.      177,570.      MT  (+/- 180 meters Scaled)
 KV0096
 KV0096                          SUPERSEDED SURVEY CONTROL
 KV0096
 KV0096  NGVD 29 (??/??/??)   10.034  (m)           32.92   (f) ADJUSTED    1 2
 KV0096
 KV0096.Superseded values are not recommended for survey control.
 KV0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0096.See file dsdata.txt to determine how the superseded data were derived.
 KV0096
 KV0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL697094(NAD 83)
 KV0096_MARKER: Z = SEE DESCRIPTION
 KV0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0096_SP_SET: HYDRANT
 KV0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0096
 KV0096  HISTORY     - Date     Condition        Report By
 KV0096  HISTORY     - 1933     MONUMENTED       CNJRR
 KV0096  HISTORY     - 1934     GOOD             CGS
 KV0096  HISTORY     - 19940719 GOOD             USPSQD
 KV0096
 KV0096                          STATION DESCRIPTION
 KV0096
 KV0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0096'AT NEWARK.
 KV0096'AT NEWARK, ESSEX COUNTY, AND AT THE NORTHWEST CORNER OF THE
 KV0096'INTERSECTION OF WILLIAM AND BROAD STREETS.  THE TOP NUT OF THE
 KV0096'FIRE HYDRANT.
 KV0096
 KV0096                          STATION RECOVERY (1994)
 KV0096
 KV0096'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1695 ***********************************************************************
 KV1695  DESIGNATION -  30.19 PRR=CHIS SQUARE
 KV1695  PID         -  KV1695
 KV1695  STATE/COUNTY-  NJ/HUNTERDON
 KV1695  USGS QUAD   -  FRENCHTOWN (1997)
 KV1695
 KV1695                         *CURRENT SURVEY CONTROL
 KV1695  ___________________________________________________________________
 KV1695* NAD 83(1986)-  40 30 17.     (N)    075 03 48.     (W)     SCALED    
 KV1695* NAVD 88     -        35.48   (+/-2cm)     116.4    (feet)  VERTCON   
 KV1695  ___________________________________________________________________
 KV1695  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KV1695
 KV1695  VERT ORDER  -  ? (See Below)
 KV1695
 KV1695.The horizontal coordinates were scaled from a topographic map and have
 KV1695.an estimated accuracy of +/- 6 seconds.
 KV1695
 KV1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV1695.The vertical order pertains to the NGVD 29 superseded value.
 KV1695
 KV1695.The geoid height was determined by GEOID03.
 KV1695
 KV1695;                    North         East    Units  Estimated Accuracy
 KV1695;SPC NJ       -   185,710.      102,260.      MT  (+/- 180 meters Scaled)
 KV1695
 KV1695                          SUPERSEDED SURVEY CONTROL
 KV1695
 KV1695  NGVD 29 (??/??/??)   35.742  (m)          117.26   (f) ADJUSTED    ?  
 KV1695
 KV1695.Superseded values are not recommended for survey control.
 KV1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1695.See file dsdata.txt to determine how the superseded data were derived.
 KV1695
 KV1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK946837(NAD 83)
 KV1695_MARKER: Q = CHISELED SQUARE
 KV1695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1695_SP_SET: CULVERT
 KV1695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1695
 KV1695  HISTORY     - Date     Condition        Report By
 KV1695  HISTORY     - 1935     MONUMENTED       PRR
 KV1695  HISTORY     - 1956     GOOD             CGS
 KV1695  HISTORY     - 1975     GOOD             BAKER
 KV1695
 KV1695                          STATION DESCRIPTION
 KV1695
 KV1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1695'1.5 MI SE FROM FRENCHTOWN.
 KV1695'1.5 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV1695'STATION AT FRENCHTOWN, 0.2 MILE NORTH OF MILEPOST 30-38, ON TOP
 KV1695'OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A LARGE BOX
 KV1695'TYPE CULVERT WHICH ANGLES UNDER THE RAILROAD TRACK FROM SOUTHWEST
 KV1695'TO NORTHEAST, 20.3 FEET WEST OF THE WEST RAIL, 0.3 FOOT SOUTHEAST
 KV1695'OF THE NORTHWEST END OF THE HEADWALL AND 2 FEET BELOW THE LEVEL
 KV1695'OF THE TRACK.  NOTE-- 200 FT N. OF MILEPOST ON RT. 29.
 KV1695
 KV1695                          STATION RECOVERY (1975)
 KV1695
 KV1695'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 KV1695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3551 ***********************************************************************
 KV3551  DESIGNATION -  30.33 NJGS
 KV3551  PID         -  KV3551
 KV3551  STATE/COUNTY-  NJ/MONMOUTH
 KV3551  USGS QUAD   -  LONG BRANCH (1981)
 KV3551
 KV3551                         *CURRENT SURVEY CONTROL
 KV3551  ___________________________________________________________________
 KV3551* NAD 83(1986)-  40 15 08.     (N)    074 00 11.     (W)     SCALED    
 KV3551* NAVD 88     -         8.812  (meters)      28.91   (feet)  ADJUSTED  
 KV3551  ___________________________________________________________________
 KV3551  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KV3551  DYNAMIC HT  -           8.808 (meters)      28.90  (feet)  COMP
 KV3551  MODELED GRAV-     980,173.6   (mgal)                       NAVD 88
 KV3551
 KV3551  VERT ORDER  -  FIRST     CLASS II
 KV3551
 KV3551.The horizontal coordinates were scaled from a topographic map and have
 KV3551.an estimated accuracy of +/- 6 seconds.
 KV3551
 KV3551.The orthometric height was determined by differential leveling
 KV3551.and adjusted by the National Geodetic Survey in June 1991..
 KV3551
 KV3551.The geoid height was determined by GEOID03.
 KV3551
 KV3551.The dynamic height is computed by dividing the NAVD 88
 KV3551.geopotential number by the normal gravity value computed on the
 KV3551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3551.degrees latitude (g = 980.6199 gals.).
 KV3551
 KV3551.The modeled gravity was interpolated from observed gravity values.
 KV3551
 KV3551;                    North         East    Units  Estimated Accuracy
 KV3551;SPC NJ       -   157,640.      192,280.      MT  (+/- 180 meters Scaled)
 KV3551
 KV3551                          SUPERSEDED SURVEY CONTROL
 KV3551
 KV3551  NGVD 29 (??/??/92)    9.19   (m)           30.2    (f) COMPUTED    1 2
 KV3551
 KV3551.Superseded values are not recommended for survey control.
 KV3551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3551.See file dsdata.txt to determine how the superseded data were derived.
 KV3551
 KV3551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK847562(NAD 83)
 KV3551_MARKER: X = CHISELED CROSS
 KV3551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV3551_SP_SET: WINDOW SILL
 KV3551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3551
 KV3551  HISTORY     - Date     Condition        Report By
 KV3551  HISTORY     - UNK      MONUMENTED       NJGS
 KV3551  HISTORY     - 1937     GOOD             NGS
 KV3551  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 KV3551
 KV3551                          STATION DESCRIPTION
 KV3551
 KV3551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 KV3551'0.8 MI N FROM DEAL.
 KV3551'0.8 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM DEAL, ON THE
 KV3551'EAST SIDE OF THE TRACK, AT THE BUILDING FORMERLY THE NEW JERSEY
 KV3551'WATER AND LIGHT CO. POWERHOUSE (OCCUPIED IN 1937 BY A LAUNDRY),
 KV3551'AT THE MOST WESTERLY WINDOW IN THE NORTH FACE OF THE BUILDING,
 KV3551'AND ON THE CENTER OF THE CONCRETE WINDOW SILL.  A CHISELED CROSS.
 KV3551
 KV3551                          STATION RECOVERY (1997)
 KV3551
 KV3551'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV3551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7199 ***********************************************************************
 AA7199  DESIGNATION -  3036
 AA7199  PID         -  AA7199
 AA7199  STATE/COUNTY-  NJ/CUMBERLAND
 AA7199  USGS QUAD   -  HEISLERVILLE (1977)
 AA7199
 AA7199                         *CURRENT SURVEY CONTROL
 AA7199  ___________________________________________________________________
 AA7199* NAD 83(1996)-  39 13 01.82689(N)    074 55 28.39805(W)     ADJUSTED  
 AA7199* NAVD 88     -         2.5    (meters)       8.     (feet)  GPS OBS   
 AA7199  ___________________________________________________________________
 AA7199  X           -   1,286,953.310 (meters)                     COMP
 AA7199  Y           -  -4,777,801.306 (meters)                     COMP
 AA7199  Z           -   4,011,005.025 (meters)                     COMP
 AA7199  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 AA7199  ELLIP HEIGHT-         -32.10  (meters)          (10/23/02) GPS OBS
 AA7199  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 AA7199
 AA7199  HORZ ORDER  -  FIRST
 AA7199  ELLP ORDER  -  FOURTH    CLASS I
 AA7199
 AA7199.The horizontal coordinates were established by GPS observations
 AA7199.and adjusted by the National Geodetic Survey in May 1999..
 AA7199
 AA7199.The orthometric height was determined by GPS observations and a
 AA7199.high-resolution geoid model.
 AA7199
 AA7199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7199
 AA7199.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7199
 AA7199.The ellipsoidal height was determined by GPS observations
 AA7199.and is referenced to NAD 83.
 AA7199
 AA7199.The geoid height was determined by GEOID03.
 AA7199
 AA7199;                    North         East     Units Scale Factor Converg.
 AA7199;SPC NJ       -    42,694.075   113,338.617   MT  0.99991654   -0 16 06.4
 AA7199;SPC NJ       -   140,072.14    371,845.11   sFT  0.99991654   -0 16 06.4
 AA7199;UTM  18      - 4,340,879.792   506,512.896   MT  0.99960052   +0 02 51.7
 AA7199
 AA7199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7199!SPC NJ       -   1.00000504  x   0.99991654  =   0.99992158
 AA7199!UTM  18      -   1.00000504  x   0.99960052  =   0.99960555
 AA7199
 AA7199|---------------------------------------------------------------------|
 AA7199| PID    Reference Object                     Distance      Geod. Az  |
 AA7199|                                                           dddmmss.s |
 AA7199| JU2310 853 6851 C TIDAL                    154.673 METERS 28210     |
 AA7199|---------------------------------------------------------------------|
 AA7199
 AA7199                          SUPERSEDED SURVEY CONTROL
 AA7199
 AA7199  ELLIP H (05/14/99)  -32.12   (m)                       GP(       ) 4 1
 AA7199  NAD 83(1992)-  39 13 01.82649(N)    074 55 28.39754(W) AD(       ) 1
 AA7199  ELLIP H (08/04/95)  -32.22   (m)                       GP(       ) 3 1
 AA7199
 AA7199.Superseded values are not recommended for survey control.
 AA7199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7199.See file dsdata.txt to determine how the superseded data were derived.
 AA7199
 AA7199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0651340880(NAD 83)
 AA7199_MARKER: DD = SURVEY DISK
 AA7199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7199_STAMPING: 3036
 AA7199_MARK LOGO: NJGS  
 AA7199_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7199+STABILITY: SURFACE MOTION
 AA7199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7199+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1994
 AA7199
 AA7199  HISTORY     - Date     Condition        Report By
 AA7199  HISTORY     - 1948     MONUMENTED       NJGS
 AA7199  HISTORY     - 19940831 GOOD             NJGS
 AA7199
 AA7199                          STATION DESCRIPTION
 AA7199
 AA7199'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA7199'THE STATION IS LOCATED IN MAURICE RIVER TOWNSHIP, ABOUT 1.6 MI (2.6
 AA7199'KM) EAST OF THE TOWN OF DELMONT AND 1.0 MI (1.6 KM) WEST OF THE TOWN
 AA7199'OF ELDORA.  TO REACH THE STATION FROM ELDORA, PROCEED 1.0 MI (1.6 KM)
 AA7199'NORTH ON STATE ROUTE 47 TO THE ROUTE 47 BRIDGE SPANNING WEST CREEK.
 AA7199'THE STATION IS LOCATED ON SOUTHERLY SIDE OF ROUTE 47, 35.6 FT (10.9 M)
 AA7199'EAST OF POLE NUMBER B6762, 2.7 FT (0.8 M) SOUTH OF THE GUIDE RAIL AND
 AA7199'47.3 FT (14.4 M) WEST OF POLE NUMBER B6763.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0069 ***********************************************************************
 KV0069  DESIGNATION -  30.44=CHURCH NJGS
 KV0069  PID         -  KV0069
 KV0069  STATE/COUNTY-  NJ/UNION
 KV0069  USGS QUAD   -  ELIZABETH (1995)
 KV0069
 KV0069                         *CURRENT SURVEY CONTROL
 KV0069  ___________________________________________________________________
 KV0069* NAD 83(1986)-  40 39 46.     (N)    074 13 08.     (W)     SCALED    
 KV0069* NAVD 88     -         9.038  (meters)      29.65   (feet)  ADJUSTED  
 KV0069  ___________________________________________________________________
 KV0069  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KV0069  DYNAMIC HT  -           9.034 (meters)      29.64  (feet)  COMP
 KV0069  MODELED GRAV-     980,217.6   (mgal)                       NAVD 88
 KV0069
 KV0069  VERT ORDER  -  FIRST     CLASS II
 KV0069
 KV0069.The horizontal coordinates were scaled from a topographic map and have
 KV0069.an estimated accuracy of +/- 6 seconds.
 KV0069
 KV0069.The orthometric height was determined by differential leveling
 KV0069.and adjusted by the National Geodetic Survey in June 1991..
 KV0069
 KV0069.The geoid height was determined by GEOID03.
 KV0069
 KV0069.The dynamic height is computed by dividing the NAVD 88
 KV0069.geopotential number by the normal gravity value computed on the
 KV0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0069.degrees latitude (g = 980.6199 gals.).
 KV0069
 KV0069.The modeled gravity was interpolated from observed gravity values.
 KV0069
 KV0069;                    North         East    Units  Estimated Accuracy
 KV0069;SPC NJ       -   203,140.      173,770.      MT  (+/- 180 meters Scaled)
 KV0069
 KV0069                          SUPERSEDED SURVEY CONTROL
 KV0069
 KV0069  NGVD 29 (??/??/??)    9.372  (m)           30.75   (f) ADJUSTED    1 2
 KV0069
 KV0069.Superseded values are not recommended for survey control.
 KV0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0069.See file dsdata.txt to determine how the superseded data were derived.
 KV0069
 KV0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL660016(NAD 83)
 KV0069_MARKER: X = CHISELED CROSS
 KV0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0069_SP_SET: STEP
 KV0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0069
 KV0069  HISTORY     - Date     Condition        Report By
 KV0069  HISTORY     - 1933     MONUMENTED       NJGS
 KV0069  HISTORY     - 1965     MARK NOT FOUND   CGS
 KV0069  HISTORY     - 20010411 GOOD             USPSQD
 KV0069
 KV0069                          STATION DESCRIPTION
 KV0069
 KV0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0069'AT ELIZABETH.
 KV0069'AT ELIZABETH, UNION COUNTY, 100 FEET NORTHWEST OF THE MAIN STREET
 KV0069'ENTRANCE TO THE COUNTY COURTHOUSE, AT THE FRONT ENTRANCE TO THE
 KV0069'OLD FIRST PRESBYTERIAN CHURCH, IN THE TOP OF THE SOUTHEAST END
 KV0069'OF THE TOP STONE STEP, AND ABOUT 3-1/2 FEET ABOVE THE GROUND.  A
 KV0069'CHISELED CROSS.
 KV0069
 KV0069                          STATION RECOVERY (2001)
 KV0069
 KV0069'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1575 ***********************************************************************
 KV1575  DESIGNATION -  304.903 NJGS
 KV1575  PID         -  KV1575
 KV1575  STATE/COUNTY-  NJ/WARREN
 KV1575  USGS QUAD   -  EASTON (1994)
 KV1575
 KV1575                         *CURRENT SURVEY CONTROL
 KV1575  ___________________________________________________________________
 KV1575* NAD 83(1986)-  40 41 44.     (N)    075 11 25.     (W)     SCALED    
 KV1575* NAVD 88     -        92.732  (meters)     304.24   (feet)  ADJUSTED  
 KV1575  ___________________________________________________________________
 KV1575  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KV1575  DYNAMIC HT  -          92.689 (meters)     304.10  (feet)  COMP
 KV1575  MODELED GRAV-     980,160.9   (mgal)                       NAVD 88
 KV1575
 KV1575  VERT ORDER  -  SECOND    CLASS 0
 KV1575
 KV1575.The horizontal coordinates were scaled from a topographic map and have
 KV1575.an estimated accuracy of +/- 6 seconds.
 KV1575
 KV1575.The orthometric height was determined by differential leveling
 KV1575.and adjusted by the National Geodetic Survey in June 1991..
 KV1575
 KV1575.The geoid height was determined by GEOID03.
 KV1575
 KV1575.The dynamic height is computed by dividing the NAVD 88
 KV1575.geopotential number by the normal gravity value computed on the
 KV1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1575.degrees latitude (g = 980.6199 gals.).
 KV1575
 KV1575.The modeled gravity was interpolated from observed gravity values.
 KV1575
 KV1575;                    North         East    Units  Estimated Accuracy
 KV1575;SPC NJ       -   206,970.       91,660.      MT  (+/- 180 meters Scaled)
 KV1575
 KV1575                          SUPERSEDED SURVEY CONTROL
 KV1575
 KV1575  NGVD 29 (??/??/??)   92.957  (m)          304.98   (f) ADJUSTED    2 0
 KV1575
 KV1575.Superseded values are not recommended for survey control.
 KV1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1575.See file dsdata.txt to determine how the superseded data were derived.
 KV1575
 KV1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL839049(NAD 83)
 KV1575_MARKER: DD = SURVEY DISK
 KV1575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1575_SP_SET: STEP
 KV1575_STAMPING: 304.903
 KV1575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1575
 KV1575  HISTORY     - Date     Condition        Report By
 KV1575  HISTORY     - 1942     MONUMENTED       NJGS
 KV1575  HISTORY     - 1942     GOOD             CGS
 KV1575
 KV1575                          STATION DESCRIPTION
 KV1575
 KV1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1575'AT PHILLIPSBURG.
 KV1575'AT PHILLIPSBURG, WARREN COUNTY, AT THE FRONT ENTRANCE TO THE
 KV1575'POST OFFICE, IN THE SOUTH END OF THE TOP STEP, 75.3 FEET NORTH
 KV1575'OF THE CENTERLINE OF THE STATE HIGHWAY 24, AND 33.3 FEET SOUTHEAST
 KV1575'OF A FLAGPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU1007 ***********************************************************************
 JU1007  DESIGNATION -  3068 NJGS
 JU1007  PID         -  JU1007
 JU1007  STATE/COUNTY-  NJ/CUMBERLAND
 JU1007  USGS QUAD   -  CEDARVILLE (1992)
 JU1007
 JU1007                         *CURRENT SURVEY CONTROL
 JU1007  ___________________________________________________________________
 JU1007* NAD 83(1986)-  39 15 28.     (N)    075 09 52.     (W)     SCALED    
 JU1007* NAVD 88     -         1.396  (meters)       4.58   (feet)  ADJUSTED  
 JU1007  ___________________________________________________________________
 JU1007  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 JU1007  DYNAMIC HT  -           1.395 (meters)       4.58  (feet)  COMP
 JU1007  MODELED GRAV-     980,098.6   (mgal)                       NAVD 88
 JU1007
 JU1007  VERT ORDER  -  SECOND    CLASS 0
 JU1007
 JU1007.The horizontal coordinates were scaled from a topographic map and have
 JU1007.an estimated accuracy of +/- 6 seconds.
 JU1007
 JU1007.The orthometric height was determined by differential leveling
 JU1007.and adjusted by the National Geodetic Survey in June 1991..
 JU1007
 JU1007.The geoid height was determined by GEOID03.
 JU1007
 JU1007.The dynamic height is computed by dividing the NAVD 88
 JU1007.geopotential number by the normal gravity value computed on the
 JU1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1007.degrees latitude (g = 980.6199 gals.).
 JU1007
 JU1007.The modeled gravity was interpolated from observed gravity values.
 JU1007
 JU1007;                    North         East    Units  Estimated Accuracy
 JU1007;SPC NJ       -    47,330.       92,660.      MT  (+/- 180 meters Scaled)
 JU1007
 JU1007                          SUPERSEDED SURVEY CONTROL
 JU1007
 JU1007  NGVD 29 (04/16/92)    1.726  (m)            5.66   (f) ADJUSTED    2 0
 JU1007
 JU1007.Superseded values are not recommended for survey control.
 JU1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1007.See file dsdata.txt to determine how the superseded data were derived.
 JU1007
 JU1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ858453(NAD 83)
 JU1007_MARKER: DD = SURVEY DISK
 JU1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1007_STAMPING: 3068
 JU1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1007+STABILITY: SURFACE MOTION
 JU1007
 JU1007  HISTORY     - Date     Condition        Report By
 JU1007  HISTORY     - UNK      MONUMENTED       NJGS
 JU1007  HISTORY     - 1961     GOOD             CGS
 JU1007
 JU1007                          STATION DESCRIPTION
 JU1007
 JU1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU1007'1 MI NE FROM FORTESCUE.
 JU1007'1.05 MILE NORTHEAST ON BLACKTOPPED ROAD FROM THE BRIDGE OVER
 JU1007'FORTESCUE CREEK IN FORTESCUE.  52 FEET SOUTH OF POWER LINE POLE
 JU1007'NO. 317-155 AND 18 FEET EAST OF THE CENTER LINE OF THE ROAD ON
 JU1007'THE OUTSIDE OF THE CURVE.  SET IN THE TOP OF A CONCRETE POST
 JU1007'LEVEL WITH THE GROUND.  1.0 MILE NORTHEAST OF BM 3093.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7200 ***********************************************************************
 AA7200  DESIGNATION -  3082
 AA7200  PID         -  AA7200
 AA7200  STATE/COUNTY-  NJ/CUMBERLAND
 AA7200  USGS QUAD   -  CEDARVILLE (1992)
 AA7200
 AA7200                         *CURRENT SURVEY CONTROL
 AA7200  ___________________________________________________________________
 AA7200* NAD 83(1996)-  39 20 38.64882(N)    075 12 30.72571(W)     ADJUSTED  
 AA7200* NAVD 88     -        11.4    (meters)      37.     (feet)  GPS OBS   
 AA7200  ___________________________________________________________________
 AA7200  X           -   1,260,981.749 (meters)                     COMP
 AA7200  Y           -  -4,775,504.632 (meters)                     COMP
 AA7200  Z           -   4,021,915.904 (meters)                     COMP
 AA7200  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AA7200  ELLIP HEIGHT-         -22.53  (meters)          (10/23/02) GPS OBS
 AA7200  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 AA7200
 AA7200  HORZ ORDER  -  FIRST
 AA7200  ELLP ORDER  -  FOURTH    CLASS I
 AA7200
 AA7200.The horizontal coordinates were established by GPS observations
 AA7200.and adjusted by the National Geodetic Survey in May 1999..
 AA7200
 AA7200.The orthometric height was determined by GPS observations and a
 AA7200.high-resolution geoid model.
 AA7200
 AA7200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7200
 AA7200.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7200
 AA7200.The ellipsoidal height was determined by GPS observations
 AA7200.and is referenced to NAD 83.
 AA7200
 AA7200.The geoid height was determined by GEOID03.
 AA7200
 AA7200;                    North         East     Units Scale Factor Converg.
 AA7200;SPC NJ       -    56,934.187    88,926.338   MT  0.99994591   -0 26 57.1
 AA7200;SPC NJ       -   186,791.58    291,752.49   sFT  0.99994591   -0 26 57.1
 AA7200;UTM  18      - 4,354,980.165   482,030.369   MT  0.99960398   -0 07 55.9
 AA7200
 AA7200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7200!SPC NJ       -   1.00000353  x   0.99994591  =   0.99994944
 AA7200!UTM  18      -   1.00000353  x   0.99960398  =   0.99960751
 AA7200
 AA7200                          SUPERSEDED SURVEY CONTROL
 AA7200
 AA7200  ELLIP H (05/14/99)  -22.54   (m)                       GP(       ) 4 1
 AA7200  NAD 83(1992)-  39 20 38.64839(N)    075 12 30.72539(W) AD(       ) 1
 AA7200  ELLIP H (08/04/95)  -22.59   (m)                       GP(       ) 3 1
 AA7200
 AA7200.Superseded values are not recommended for survey control.
 AA7200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7200.See file dsdata.txt to determine how the superseded data were derived.
 AA7200
 AA7200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8203054980(NAD 83)
 AA7200_MARKER: DD = SURVEY DISK
 AA7200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7200_STAMPING: 3082
 AA7200_MARK LOGO: NJGS  
 AA7200_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7200+STABILITY: SURFACE MOTION
 AA7200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7200+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1994
 AA7200
 AA7200  HISTORY     - Date     Condition        Report By
 AA7200  HISTORY     - 1935     MONUMENTED       NJGS
 AA7200  HISTORY     - 19940323 GOOD             NJGS
 AA7200
 AA7200                          STATION DESCRIPTION
 AA7200
 AA7200'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 AA7200'THE STATION IS LOCATED IN LAWRENCE TOWNSHIP ON THE SOUTHWEST SIDE OF
 AA7200'NORRIS ROAD, COUNTY ROAD 553.  TO REACH THE STATION FROM THE
 AA7200'INTERSECTION OF STATE HIGHWAY 49 AND THE EXIT RAMP LEADING FROM STATE
 AA7200'HIGHWAY 55 AT INTERCHANGE 24, GO WEST ON STATE HIGHWAY 49 FOR 1.35 MI
 AA7200'(2.17 KM) TO THE JUNCTION WITH STATE HIGHWAY 47.  CONTINUE WEST ON
 AA7200'STATE HIGHWAY 49 FOR 0.25 MI (0.40 KM) TO THE JUNCTION WITH CEDAR
 AA7200'STREET ON THE LEFT. TURN LEFT AND GO SOUTHWEST ON CEDAR STREET, COUNTY
 AA7200'ROAD 555, FOR 0.2 MI (0.3 KM) TO THE JUNCTION WITH CEDARVILLE ROAD,
 AA7200'COUNTY ROAD 610.  CONTINUE AHEAD ON CEDARVILLE ROAD FOR 5.3 MI (8.5
 AA7200'KM) TO THE FORK JUNCTION WITH NEWPORT CEDAR GROVE ROAD, COUNTY ROAD
 AA7200'629.  BEAR TO THE LEFT AND GO SOUTHWEST ON COUNTY ROAD 629 FOR 3.6 MI
 AA7200'(5.8 KM) TO THE INTERSECTION WITH COUNTY ROAD 553.  TURN RIGHT AND GO
 AA7200'NORTHWEST ON COUNTY ROAD 553 FOR 3.5 MI (5.6 KM) TO THE STATION ON THE
 AA7200'LEFT, JUST PAST THE TEE INTERSECTION WITH SHEPPARD AVENUE ON THE LEFT.
 AA7200'THE STATION IS 22.4 FT (6.8 M) SOUTHWEST FROM THE CENTERLINE OF COUNTY
 AA7200'ROAD 553, 9.75 FT (2.97 M) SOUTHEAST FROM POLE NUMBER BT 3 1820 AND
 AA7200'58.7 FT (17.9 M) WEST FROM POLE NUMBER ACE B4602.  THE STATION IS SET
 AA7200'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU1004 ***********************************************************************
 JU1004  DESIGNATION -  3088
 JU1004  PID         -  JU1004
 JU1004  STATE/COUNTY-  NJ/CUMBERLAND
 JU1004  USGS QUAD   -  CEDARVILLE (1992)
 JU1004
 JU1004                         *CURRENT SURVEY CONTROL
 JU1004  ___________________________________________________________________
 JU1004* NAD 83(1986)-  39 17 47.     (N)    075 10 40.     (W)     SCALED    
 JU1004* NAVD 88     -         2.803  (meters)       9.20   (feet)  ADJUSTED  
 JU1004  ___________________________________________________________________
 JU1004  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JU1004  DYNAMIC HT  -           2.801 (meters)       9.19  (feet)  COMP
 JU1004  MODELED GRAV-     980,107.3   (mgal)                       NAVD 88
 JU1004
 JU1004  VERT ORDER  -  SECOND    CLASS 0
 JU1004
 JU1004.The horizontal coordinates were scaled from a topographic map and have
 JU1004.an estimated accuracy of +/- 6 seconds.
 JU1004
 JU1004.The orthometric height was determined by differential leveling
 JU1004.and adjusted by the National Geodetic Survey in June 1991..
 JU1004
 JU1004.The geoid height was determined by GEOID03.
 JU1004
 JU1004.The dynamic height is computed by dividing the NAVD 88
 JU1004.geopotential number by the normal gravity value computed on the
 JU1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1004.degrees latitude (g = 980.6199 gals.).
 JU1004
 JU1004.The modeled gravity was interpolated from observed gravity values.
 JU1004
 JU1004;                    North         East    Units  Estimated Accuracy
 JU1004;SPC NJ       -    51,620.       91,540.      MT  (+/- 180 meters Scaled)
 JU1004
 JU1004                          SUPERSEDED SURVEY CONTROL
 JU1004
 JU1004  NGVD 29 (04/16/92)    3.133  (m)           10.28   (f) ADJUSTED    2 0
 JU1004
 JU1004.Superseded values are not recommended for survey control.
 JU1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1004.See file dsdata.txt to determine how the superseded data were derived.
 JU1004
 JU1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ846496(NAD 83)
 JU1004_MARKER: DD = SURVEY DISK
 JU1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1004_STAMPING: 3088
 JU1004_MARK LOGO: NJGS  
 JU1004_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1004+STABILITY: SURFACE MOTION
 JU1004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1004+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1994
 JU1004
 JU1004  HISTORY     - Date     Condition        Report By
 JU1004  HISTORY     - 1935     MONUMENTED       NJGS
 JU1004  HISTORY     - 1961     GOOD             CGS
 JU1004  HISTORY     - 19940831 GOOD             NJGS
 JU1004
 JU1004                          STATION DESCRIPTION
 JU1004
 JU1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU1004'AT NEWPORT.
 JU1004'IN NEWPORT AT THE INTERSECTION OF THE ROADS LEADING TO FORTESCUE
 JU1004'AND NEWPORT LANDING, 6.2 FEET EAST OF THE PROLONGED CENTER
 JU1004'LINE OF THE ROAD LEADING TO FORTESCUE AND 1.7 FOOT NORTH OF THE
 JU1004'NORTH CURB OF THE ROAD LEADING TO NEWPORT LANDING, ABOUT 0.5
 JU1004'FOOT ABOVE THE LEVEL OF THE ROAD.  SET IN THE TOP OF A CONCRETE
 JU1004'POST LEVEL WITH THE ROAD.
 JU1004
 JU1004                          STATION RECOVERY (1994)
 JU1004
 JU1004'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 JU1004'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU1005 ***********************************************************************
 JU1005  DESIGNATION -  3090
 JU1005  PID         -  JU1005
 JU1005  STATE/COUNTY-  NJ/CUMBERLAND
 JU1005  USGS QUAD   -  CEDARVILLE (1992)
 JU1005
 JU1005                         *CURRENT SURVEY CONTROL
 JU1005  ___________________________________________________________________
 JU1005* NAD 83(1986)-  39 17 02.     (N)    075 10 29.     (W)     SCALED    
 JU1005* NAVD 88     -         2.222  (meters)       7.29   (feet)  ADJUSTED  
 JU1005  ___________________________________________________________________
 JU1005  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JU1005  DYNAMIC HT  -           2.221 (meters)       7.29  (feet)  COMP
 JU1005  MODELED GRAV-     980,104.6   (mgal)                       NAVD 88
 JU1005
 JU1005  VERT ORDER  -  SECOND    CLASS 0
 JU1005
 JU1005.The horizontal coordinates were scaled from a topographic map and have
 JU1005.an estimated accuracy of +/- 6 seconds.
 JU1005
 JU1005.The orthometric height was determined by differential leveling
 JU1005.and adjusted by the National Geodetic Survey in June 1991..
 JU1005
 JU1005.The geoid height was determined by GEOID03.
 JU1005
 JU1005.The dynamic height is computed by dividing the NAVD 88
 JU1005.geopotential number by the normal gravity value computed on the
 JU1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1005.degrees latitude (g = 980.6199 gals.).
 JU1005
 JU1005.The modeled gravity was interpolated from observed gravity values.
 JU1005
 JU1005;                    North         East    Units  Estimated Accuracy
 JU1005;SPC NJ       -    50,230.       91,790.      MT  (+/- 180 meters Scaled)
 JU1005
 JU1005                          SUPERSEDED SURVEY CONTROL
 JU1005
 JU1005  NGVD 29 (04/16/92)    2.553  (m)            8.38   (f) ADJUSTED    2 0
 JU1005
 JU1005.Superseded values are not recommended for survey control.
 JU1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1005.See file dsdata.txt to determine how the superseded data were derived.
 JU1005
 JU1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ849482(NAD 83)
 JU1005_MARKER: DD = SURVEY DISK
 JU1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1005_STAMPING: 3090
 JU1005_MARK LOGO: NJGS  
 JU1005_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1005+STABILITY: SURFACE MOTION
 JU1005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1005+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1994
 JU1005
 JU1005  HISTORY     - Date     Condition        Report By
 JU1005  HISTORY     - 1935     MONUMENTED       NJGS
 JU1005  HISTORY     - 1961     GOOD             CGS
 JU1005  HISTORY     - 19940831 GOOD             NJGS
 JU1005
 JU1005                          STATION DESCRIPTION
 JU1005
 JU1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU1005'0.6 MI S FROM NEWPORT.
 JU1005'0.6 MILE SOUTH ON THE NEWPORT TO FORTESCUE ROAD FROM THE SCHOOL
 JU1005'HOUSE IN NEWPORT.  105.2 FEET SOUTHWEST AND ACROSS THE BLACKTOPPED
 JU1005'ROAD TO THE SOUTHWEST CORNER OF A 2 STORIED WHITE FRAME HOUSE,
 JU1005'75.8 FEET NORTH OF THE CENTER LINE OF THE BLACKTOPPED ROAD
 JU1005'LEADING WEST, 16.3 FEET WEST OF THE CENTER LINE OF THE NEWPORT
 JU1005'TO FORTESCUE ROAD AND 2.3 FEET NORTH OF POWER LINE POLE BT 317.75.
 JU1005'SET IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE LEVEL OF
 JU1005'THE GROUND.
 JU1005
 JU1005                          STATION RECOVERY (1994)
 JU1005
 JU1005'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 JU1005'THE STATION IS LOCATED IN DOWNE TOWNSHIP ON THE WEST SIDE OF FORTESCUE
 JU1005'ROAD, COUNTY ROAD 637, JUST NORTH OF THE TEE JUNCTION WITH HUSTEDS
 JU1005'LANE.  TO REACH THE STATION FROM THE TEE JUNCTION OF FORTESCUE ROAD,
 JU1005'COUNTY ROAD 637, BAPTIST ROAD AND NEWPORT LANDING ROAD, COUNTY ROAD
 JU1005'656 IN NEWPORT LANDING, GO SOUTH ON COUNTY ROAD 637 FOR 0.95 MI (1.53
 JU1005'KM) TO THE STATION ON THE RIGHT.  THE STATION IS 4.8 M (15.7 FT) WEST
 JU1005'FROM THE CENTERLINE OF COUNTY ROAD 637, 0.7 M (2.3 FT) NORTHEAST FROM
 JU1005'POLE NUMBER B 186.75 317.75, 23.0 M (75.5 FT) NORTH FROM THE
 JU1005'CENTERLINE OF HUSTEDS LANE AND 29.5 M (96.8 FT) NORTH FROM POLE NUMBER
 JU1005'ACE 10801.  THE STATION IS SET 0.4 M (1.3 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU1008 ***********************************************************************
 JU1008  DESIGNATION -  3093 NJGS
 JU1008  PID         -  JU1008
 JU1008  STATE/COUNTY-  NJ/CUMBERLAND
 JU1008  USGS QUAD   -  FORTESCUE (1992)
 JU1008
 JU1008                         *CURRENT SURVEY CONTROL
 JU1008  ___________________________________________________________________
 JU1008* NAD 83(1986)-  39 14 37.     (N)    075 10 12.     (W)     SCALED    
 JU1008* NAVD 88     -         1.194  (meters)       3.92   (feet)  ADJUSTED  
 JU1008  ___________________________________________________________________
 JU1008  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JU1008  DYNAMIC HT  -           1.194 (meters)       3.92  (feet)  COMP
 JU1008  MODELED GRAV-     980,095.3   (mgal)                       NAVD 88
 JU1008
 JU1008  VERT ORDER  -  SECOND    CLASS 0
 JU1008
 JU1008.The horizontal coordinates were scaled from a topographic map and have
 JU1008.an estimated accuracy of +/- 6 seconds.
 JU1008
 JU1008.The orthometric height was determined by differential leveling
 JU1008.and adjusted by the National Geodetic Survey in June 1991..
 JU1008
 JU1008.The geoid height was determined by GEOID03.
 JU1008
 JU1008.The dynamic height is computed by dividing the NAVD 88
 JU1008.geopotential number by the normal gravity value computed on the
 JU1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1008.degrees latitude (g = 980.6199 gals.).
 JU1008
 JU1008.The modeled gravity was interpolated from observed gravity values.
 JU1008
 JU1008;                    North         East    Units  Estimated Accuracy
 JU1008;SPC NJ       -    45,760.       92,170.      MT  (+/- 180 meters Scaled)
 JU1008
 JU1008                          SUPERSEDED SURVEY CONTROL
 JU1008
 JU1008  NGVD 29 (04/16/92)    1.525  (m)            5.00   (f) ADJUSTED    2 0
 JU1008
 JU1008.Superseded values are not recommended for survey control.
 JU1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1008.See file dsdata.txt to determine how the superseded data were derived.
 JU1008
 JU1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ853438(NAD 83)
 JU1008_MARKER: DD = SURVEY DISK
 JU1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1008_STAMPING: 3093
 JU1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1008+STABILITY: SURFACE MOTION
 JU1008
 JU1008  HISTORY     - Date     Condition        Report By
 JU1008  HISTORY     - UNK      MONUMENTED       NJGS
 JU1008  HISTORY     - 1961     GOOD             CGS
 JU1008
 JU1008                          STATION DESCRIPTION
 JU1008
 JU1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU1008'AT FORTESCUE.
 JU1008'31 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE ABUTMENT
 JU1008'OVER FORTESCUE CREEK, 20.5 FEET EAST OF THE CENTER LINE OF THE
 JU1008'BLACKTOPPED ROAD, 15.6 FEET SOUTH OF POWER LINE POLE BT-201
 JU1008'AND 3 FEET NORTHEAST OF THE NORTHEAST END OF THE GUARD RAIL TO
 JU1008'THE BRIDGE.  SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW
 JU1008'THE LEVEL OF THE ROAD.  3093 C AND CS AND SS IS 0.45 MILE
 JU1008'NORTHEAST OF BM NO 2 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0352 ***********************************************************************
 LY0352  DESIGNATION -  309.96
 LY0352  PID         -  LY0352
 LY0352  STATE/COUNTY-  NJ/BERGEN
 LY0352  USGS QUAD   -  RAMSEY (1995)
 LY0352
 LY0352                         *CURRENT SURVEY CONTROL
 LY0352  ___________________________________________________________________
 LY0352* NAD 83(1986)-  41 05 19.     (N)    074 08 45.     (W)     SCALED    
 LY0352* NAVD 88     -        94.238  (meters)     309.18   (feet)  ADJUSTED  
 LY0352  ___________________________________________________________________
 LY0352  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LY0352  DYNAMIC HT  -          94.200 (meters)     309.05  (feet)  COMP
 LY0352  MODELED GRAV-     980,213.1   (mgal)                       NAVD 88
 LY0352
 LY0352  VERT ORDER  -  SECOND    CLASS 0
 LY0352
 LY0352.The horizontal coordinates were scaled from a topographic map and have
 LY0352.an estimated accuracy of +/- 6 seconds.
 LY0352
 LY0352.The orthometric height was determined by differential leveling
 LY0352.and adjusted by the National Geodetic Survey in June 1991..
 LY0352
 LY0352.The geoid height was determined by GEOID03.
 LY0352
 LY0352.The dynamic height is computed by dividing the NAVD 88
 LY0352.geopotential number by the normal gravity value computed on the
 LY0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0352.degrees latitude (g = 980.6199 gals.).
 LY0352
 LY0352.The modeled gravity was interpolated from observed gravity values.
 LY0352
 LY0352;                    North         East    Units  Estimated Accuracy
 LY0352;SPC NJ       -   250,450.      179,760.      MT  (+/- 180 meters Scaled)
 LY0352
 LY0352                          SUPERSEDED SURVEY CONTROL
 LY0352
 LY0352  NGVD 29 (??/??/92)   94.531  (m)          310.14   (f) ADJ UNCH    2 0
 LY0352
 LY0352.Superseded values are not recommended for survey control.
 LY0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0352.See file dsdata.txt to determine how the superseded data were derived.
 LY0352
 LY0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL717489(NAD 83)
 LY0352_MARKER: X = CHISELED CROSS
 LY0352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0352_SP_SET: ABUTMENT
 LY0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0352
 LY0352  HISTORY     - Date     Condition        Report By
 LY0352  HISTORY     - UNK      MONUMENTED       NJGS
 LY0352  HISTORY     - 1933     GOOD             NGS
 LY0352
 LY0352                          STATION DESCRIPTION
 LY0352
 LY0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LY0352'0.4 MI S FROM MAHWAH.
 LY0352'0.4 MILE SOUTH ALONG THE ERIE LACKAWANNA RAILROAD FROM THE
 LY0352'STATION AT MAHWAH, BERGEN COUNTY, AT BRIDGE NO. 28.85, ON THE TOP
 LY0352'OF THE NORTHEAST CORNER OF THE TOP SHELF OF THE SOUTHEAST ABUTMENT,
 LY0352'4 YARDS EAST OF THE CENTERLINE OF THE NORTH-BOUND TRACK, AND ABOUT
 LY0352'1 FOOT LOWER THAN THE TRACK.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0999 ***********************************************************************
 KV0999  DESIGNATION -  31 PRR
 KV0999  PID         -  KV0999
 KV0999  STATE/COUNTY-  NJ/BURLINGTON
 KV0999  USGS QUAD   -  TRENTON EAST (1981)
 KV0999
 KV0999                         *CURRENT SURVEY CONTROL
 KV0999  ___________________________________________________________________
 KV0999* NAD 83(1986)-  40 08 30.     (N)    074 43 41.     (W)     SCALED    
 KV0999* NAVD 88     -         2.982  (meters)       9.78   (feet)  POSTED    
 KV0999  ___________________________________________________________________
 KV0999  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV0999  DYNAMIC HT  -           2.980 (meters)       9.78  (feet)  COMP
 KV0999  MODELED GRAV-     980,195.3   (mgal)                       NAVD 88
 KV0999
 KV0999  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KV0999
 KV0999.The horizontal coordinates were scaled from a topographic map and have
 KV0999.an estimated accuracy of +/- 6 seconds.
 KV0999
 KV0999.The orthometric height was determined by differential leveling
 KV0999.and adjusted by the National Geodetic Survey in 1992..
 KV0999.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KV0999.rate of 1.1 thru 2.0 mm/km.
 KV0999
 KV0999.The geoid height was determined by GEOID03.
 KV0999
 KV0999.The dynamic height is computed by dividing the NAVD 88
 KV0999.geopotential number by the normal gravity value computed on the
 KV0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0999.degrees latitude (g = 980.6199 gals.).
 KV0999
 KV0999.The modeled gravity was interpolated from observed gravity values.
 KV0999
 KV0999;                    North         East    Units  Estimated Accuracy
 KV0999;SPC NJ       -   145,270.      130,570.      MT  (+/- 180 meters Scaled)
 KV0999
 KV0999                          SUPERSEDED SURVEY CONTROL
 KV0999
 KV0999  NGVD 29 (??/??/??)    3.338  (m)           10.95   (f) ADJUSTED    1 2
 KV0999
 KV0999.Superseded values are not recommended for survey control.
 KV0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0999.See file dsdata.txt to determine how the superseded data were derived.
 KV0999
 KV0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK231435(NAD 83)
 KV0999_MARKER: X = CHISELED CROSS
 KV0999_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0999_SP_SET: BUILDING FOUNDATION
 KV0999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0999
 KV0999  HISTORY     - Date     Condition        Report By
 KV0999  HISTORY     - 1924     MONUMENTED       PRR
 KV0999  HISTORY     - 1956     MARK NOT FOUND   CGS
 KV0999
 KV0999                          STATION DESCRIPTION
 KV0999
 KV0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0999'AT BORDENTOWN.
 KV0999'AT BORDENTOWN, BURLINGTON COUNTY, ON THE PENNSYLVANIA RAILROAD,
 KV0999'AT THE SITE OF THE FORMER LOCOMOTIVE WORKS, AT THE FORMER OFFICE
 KV0999'BUILDING, IN THE TOP OF THE FOUNDATION, AND SOUTH OF THE MAIN
 KV0999'DOORWAY.  A CHISELED CROSS.  NOTE-- SEVERAL OLD CONCRETE FOUNDATIONS
 KV0999'WERE FOUND IN THE LOCALITY OF THE FORMER LOCOMOTIVE WORKS BUT
 KV0999'NO CHISELED CROSS COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6708 ***********************************************************************
 KV6708  DESIGNATION -  3105
 KV6708  PID         -  KV6708
 KV6708  STATE/COUNTY-  NJ/MIDDLESEX
 KV6708  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6708
 KV6708                         *CURRENT SURVEY CONTROL
 KV6708  ___________________________________________________________________
 KV6708* NAD 83(1996)-  40 26 27.84956(N)    074 23 56.40174(W)     ADJUSTED  
 KV6708* NAVD 88     -        31.7    (meters)     104.     (feet)  GPS OBS   
 KV6708  ___________________________________________________________________
 KV6708  X           -   1,307,322.887 (meters)                     COMP
 KV6708  Y           -  -4,681,989.093 (meters)                     COMP
 KV6708  Z           -   4,115,381.044 (meters)                     COMP
 KV6708  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 KV6708  ELLIP HEIGHT-          -1.01  (meters)          (10/23/02) GPS OBS
 KV6708  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KV6708
 KV6708  HORZ ORDER  -  FIRST
 KV6708  ELLP ORDER  -  FOURTH    CLASS I
 KV6708
 KV6708.The horizontal coordinates were established by GPS observations
 KV6708.and adjusted by the National Geodetic Survey in May 1999..
 KV6708
 KV6708.The orthometric height was determined by GPS observations and a
 KV6708.high-resolution geoid model.
 KV6708
 KV6708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6708
 KV6708.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6708
 KV6708.The ellipsoidal height was determined by GPS observations
 KV6708.and is referenced to NAD 83.
 KV6708
 KV6708.The geoid height was determined by GEOID03.
 KV6708
 KV6708;                    North         East     Units Scale Factor Converg.
 KV6708;SPC NJ       -   178,490.250   158,568.134   MT  0.99990090   +0 03 55.9
 KV6708;SPC NJ       -   585,596.76    520,235.62   sFT  0.99990090   +0 03 55.9
 KV6708;UTM  18      - 4,476,886.875   550,969.691   MT  0.99963198   +0 23 23.5
 KV6708
 KV6708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6708!SPC NJ       -   1.00000016  x   0.99990090  =   0.99990106
 KV6708!UTM  18      -   1.00000016  x   0.99963198  =   0.99963214
 KV6708
 KV6708                          SUPERSEDED SURVEY CONTROL
 KV6708
 KV6708  NAD 83(1996)-  40 26 27.84928(N)    074 23 56.40339(W) AD(       ) 1
 KV6708  NAD 83(1986)-  40 26 27.84921(N)    074 23 56.40410(W) AD(       ) 1
 KV6708  NAD 83(1986)-  40 26 27.84993(N)    074 23 56.40406(W) AD(       ) 1
 KV6708
 KV6708.Superseded values are not recommended for survey control.
 KV6708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6708.See file dsdata.txt to determine how the superseded data were derived.
 KV6708
 KV6708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5097076887(NAD 83)
 KV6708_MARKER: DD = SURVEY DISK
 KV6708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6708_SP_SET: CONCRETE POST
 KV6708_STAMPING: 3105
 KV6708_MARK LOGO: CGS   
 KV6708_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6708+STABILITY: SURFACE MOTION
 KV6708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6708+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1992
 KV6708
 KV6708  HISTORY     - Date     Condition        Report By
 KV6708  HISTORY     - 1935     MONUMENTED       NJGS
 KV6708  HISTORY     - 19901114 GOOD             NJGS
 KV6708  HISTORY     - 19901114 GOOD             NJGS
 KV6708  HISTORY     - 19910805 GOOD
 KV6708  HISTORY     - 19920203 GOOD
 KV6708
 KV6708                          STATION DESCRIPTION
 KV6708
 KV6708'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6708'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP, ON THE NORTH SIDE
 KV6708'OF MILLTOWN ROAD.  TO REACH THE STATION FROM THE JUNCTION OF MILLTOWN
 KV6708'ROAD AND THE SOUTHBOUND LANES OF STATE ROUTE 18, PROCEED 0.4 KM
 KV6708'(0.25 MI) WEST ON MILLTOWN ROAD TO THE STATION ON THE RIGHT. THE
 KV6708'STATION IS 4.6 M (15.1 FT) NORTHEAST OF POLE NUMBER 60423 EBW, 17.0 M
 KV6708'(55.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A 2.5 STORY FRAME
 KV6708'HOUSE NUMBER 76, 5.2 M (17.1 FT) NORTH NORTHWEST OF THE CENTERLINE OF
 KV6708'MILLTOWN ROAD, 0.6 M (2.0 FT) NORTH NORTHWEST OF THE NORTHWEST EDGE
 KV6708'OF PAVING OF MILLTOWN ROAD, 25.3 M (83.0 FT) WEST SOUTHWEST OF A POLE
 KV6708'WITH NO NUMBER ON THE EXTENDED CENTERLINE OF WOLFF AVENUE, 18.2 M
 KV6708'(59.7 FT) NORTHWEST OF A FIRE HYDRANT ON THE SOUTHWEST CORNER OF
 KV6708'WOLFF AVENUE AND MILLTOWN ROAD. THE STATION IS RECCESSED 0.2 M
 KV6708'(0.7 FT) BELOW THE GROUND.
 KV6708
 KV6708                          STATION RECOVERY (1990)
 KV6708
 KV6708'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6708'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP, ON THE NORTH SIDE
 KV6708'OF MILLTOWN ROAD.  TO REACH THE STATION FROM THE JUNCTION OF MILLTOWN
 KV6708'ROAD AND STATE ROUTE 18 SOUTH BOUND LANES, PROCEED 0.4 KM (0.2 MI)
 KV6708'WEST ON MILLTOWN ROAD TO THE STATION ON THE RIGHT.  THE STATION IS 4.6
 KV6708'M (15.1 FT) NORTHEAST OF POLE 60423 EBW, 17.0 M (55.8 FT) SOUTHEAST
 KV6708'OF THE SOUTHEAST CORNER OF A 2.5 STORY FRAME HOUSE NUMBER 76, 5.2 M
 KV6708'(17.1 FT) NORTH NORTHWEST OF THE CENTERLINE OF MILLTOWN ROAD, 0.6 M
 KV6708'(2.0 FT) NORTH NORTHWEST OF THE NORTHWEST EDGE OF PAVING OF MILLTOWN
 KV6708'ROAD, 25.3 M (83.0 FT) WEST SOUTHWEST OF A POLE WITH NO NUMBER AND
 KV6708'THE EXTENDED CENTERLINE OF WOLFF AVENUE, 18.2 M (59.7 FT) NORTHWEST
 KV6708'OF A FIRE HYDRANT ON THE SOUTHWEST CORNER OF WOLFF AVENUE AND
 KV6708'MILLTOWN ROAD.  THE STATION IS RECCESSED 0.2 M (0.7 FT) BELOW THE
 KV6708'GROUND.
 KV6708
 KV6708                          STATION RECOVERY (1991)
 KV6708
 KV6708'RECOVERED 1991
 KV6708'RECOVERED IN GOOD CONDITION.
 KV6708
 KV6708                          STATION RECOVERY (1992)
 KV6708
 KV6708'RECOVERED 1992
 KV6708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0081 ***********************************************************************
 KV0081  DESIGNATION -  311 NJGS
 KV0081  PID         -  KV0081
 KV0081  STATE/COUNTY-  NJ/ESSEX
 KV0081  USGS QUAD   -  ELIZABETH (1995)
 KV0081
 KV0081                         *CURRENT SURVEY CONTROL
 KV0081  ___________________________________________________________________
 KV0081* NAD 83(1986)-  40 42 03.     (N)    074 11 47.     (W)     SCALED    
 KV0081* NAVD 88     -         5.566  (meters)      18.26   (feet)  ADJUSTED  
 KV0081  ___________________________________________________________________
 KV0081  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV0081  DYNAMIC HT  -           5.564 (meters)      18.25  (feet)  COMP
 KV0081  MODELED GRAV-     980,218.5   (mgal)                       NAVD 88
 KV0081
 KV0081  VERT ORDER  -  FIRST     CLASS I
 KV0081
 KV0081.The horizontal coordinates were scaled from a topographic map and have
 KV0081.an estimated accuracy of +/- 6 seconds.
 KV0081
 KV0081.The orthometric height was determined by differential leveling
 KV0081.and adjusted by the National Geodetic Survey in June 1991..
 KV0081
 KV0081.The geoid height was determined by GEOID03.
 KV0081
 KV0081.The dynamic height is computed by dividing the NAVD 88
 KV0081.geopotential number by the normal gravity value computed on the
 KV0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0081.degrees latitude (g = 980.6199 gals.).
 KV0081
 KV0081.The modeled gravity was interpolated from observed gravity values.
 KV0081
 KV0081;                    North         East    Units  Estimated Accuracy
 KV0081;SPC NJ       -   207,370.      175,660.      MT  (+/- 180 meters Scaled)
 KV0081
 KV0081                          SUPERSEDED SURVEY CONTROL
 KV0081
 KV0081  NGVD 29 (04/16/92)    5.902  (m)           19.36   (f) ADJUSTED    1 1
 KV0081
 KV0081.Superseded values are not recommended for survey control.
 KV0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0081.See file dsdata.txt to determine how the superseded data were derived.
 KV0081
 KV0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL678058(NAD 83)
 KV0081_MARKER: DD = SURVEY DISK
 KV0081_SETTING: 0 = UNSPECIFIED SETTING
 KV0081_STAMPING: 19.362 311
 KV0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0081
 KV0081  HISTORY     - Date     Condition        Report By
 KV0081  HISTORY     - UNK      MONUMENTED       NJGS
 KV0081  HISTORY     - 1965     GOOD             CGS
 KV0081  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 KV0081
 KV0081                          STATION DESCRIPTION
 KV0081
 KV0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0081'AT NEWARK.
 KV0081'AT NEWARK, NEAR THE WYE JUNCTION OF FRELINGHUYSEN AVENUE AND
 KV0081'DAYTON STREET, ABOUT 69 FEET WEST OF THE CENTER OF THE JUNCTION,
 KV0081'17 FEET SOUTH OF A CORNER IN THE METAL FENCE AROUND WEE QUAHIC
 KV0081'PARK, 3 1/2 FEET NORTH OF THE NORTH CURB OF DAYTON STREET AND ABOUT
 KV0081'1 FOOT ABOVE THE LEVEL OF DAYTON STREET.
 KV0081
 KV0081                          STATION RECOVERY (1984)
 KV0081
 KV0081'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 KV0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1405 ***********************************************************************
 KV1405  DESIGNATION -  31.15 CNJRR
 KV1405  PID         -  KV1405
 KV1405  STATE/COUNTY-  NJ/SOMERSET
 KV1405  USGS QUAD   -  BOUND BROOK (1995)
 KV1405
 KV1405                         *CURRENT SURVEY CONTROL
 KV1405  ___________________________________________________________________
 KV1405* NAD 83(1986)-  40 33 36.     (N)    074 32 53.     (W)     SCALED    
 KV1405* NAVD 88     -        10.174  (meters)      33.38   (feet)  ADJUSTED  
 KV1405  ___________________________________________________________________
 KV1405  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KV1405  DYNAMIC HT  -          10.169 (meters)      33.36  (feet)  COMP
 KV1405  MODELED GRAV-     980,180.1   (mgal)                       NAVD 88
 KV1405
 KV1405  VERT ORDER  -  SECOND    CLASS 0
 KV1405
 KV1405.The horizontal coordinates were scaled from a topographic map and have
 KV1405.an estimated accuracy of +/- 6 seconds.
 KV1405
 KV1405.The orthometric height was determined by differential leveling
 KV1405.and adjusted by the National Geodetic Survey in June 1991..
 KV1405
 KV1405.The geoid height was determined by GEOID03.
 KV1405
 KV1405.The dynamic height is computed by dividing the NAVD 88
 KV1405.geopotential number by the normal gravity value computed on the
 KV1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1405.degrees latitude (g = 980.6199 gals.).
 KV1405
 KV1405.The modeled gravity was interpolated from observed gravity values.
 KV1405
 KV1405;                    North         East    Units  Estimated Accuracy
 KV1405;SPC NJ       -   191,690.      145,930.      MT  (+/- 180 meters Scaled)
 KV1405
 KV1405                          SUPERSEDED SURVEY CONTROL
 KV1405
 KV1405  NGVD 29 (??/??/??)   10.461  (m)           34.32   (f) ADJUSTED    2 0
 KV1405
 KV1405.Superseded values are not recommended for survey control.
 KV1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1405.See file dsdata.txt to determine how the superseded data were derived.
 KV1405
 KV1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK382900(NAD 83)
 KV1405_MARKER: B = BOLT
 KV1405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1405_SP_SET: BRIDGE WALL
 KV1405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1405
 KV1405  HISTORY     - Date     Condition        Report By
 KV1405  HISTORY     - UNK      MONUMENTED       CNJRR
 KV1405  HISTORY     - 1935     GOOD             CGS
 KV1405  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 KV1405
 KV1405                          STATION DESCRIPTION
 KV1405
 KV1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1405'1.1 MI W FROM BOUND BROOK.
 KV1405'1.1 MILES WEST ALONG THE CENTRAL RAILROAD CO. OF NEW JERSEY
 KV1405'RAILROAD, FROM THE RARITAN RIVER AND CANAL AT BOUND BROOK,
 KV1405'SOMERSET COUNTY, AT BRIDGE 31.15, AT THE SOUTHWEST WINGWALL,
 KV1405'AND IN THE TOP OF THE FOURTH STONE.
 KV1405
 KV1405                          STATION RECOVERY (2002)
 KV1405
 KV1405'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV1405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0076 ***********************************************************************
 KV0076  DESIGNATION -  312 NJGS
 KV0076  PID         -  KV0076
 KV0076  STATE/COUNTY-  NJ/UNION
 KV0076  USGS QUAD   -  ELIZABETH (1995)
 KV0076
 KV0076                         *CURRENT SURVEY CONTROL
 KV0076  ___________________________________________________________________
 KV0076* NAD 83(1986)-  40 40 53.     (N)    074 12 32.     (W)     SCALED    
 KV0076* NAVD 88     -        10.196  (meters)      33.45   (feet)  ADJUSTED  
 KV0076  ___________________________________________________________________
 KV0076  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV0076  DYNAMIC HT  -          10.192 (meters)      33.44  (feet)  COMP
 KV0076  MODELED GRAV-     980,217.8   (mgal)                       NAVD 88
 KV0076
 KV0076  VERT ORDER  -  FIRST     CLASS I
 KV0076
 KV0076.The horizontal coordinates were scaled from a topographic map and have
 KV0076.an estimated accuracy of +/- 6 seconds.
 KV0076
 KV0076.The orthometric height was determined by differential leveling
 KV0076.and adjusted by the National Geodetic Survey in June 1991..
 KV0076
 KV0076.The geoid height was determined by GEOID03.
 KV0076
 KV0076.The dynamic height is computed by dividing the NAVD 88
 KV0076.geopotential number by the normal gravity value computed on the
 KV0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0076.degrees latitude (g = 980.6199 gals.).
 KV0076
 KV0076.The modeled gravity was interpolated from observed gravity values.
 KV0076
 KV0076;                    North         East    Units  Estimated Accuracy
 KV0076;SPC NJ       -   205,210.      174,610.      MT  (+/- 180 meters Scaled)
 KV0076
 KV0076                          SUPERSEDED SURVEY CONTROL
 KV0076
 KV0076  NGVD 29 (04/16/92)   10.531  (m)           34.55   (f) ADJUSTED    1 1
 KV0076
 KV0076.Superseded values are not recommended for survey control.
 KV0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0076.See file dsdata.txt to determine how the superseded data were derived.
 KV0076
 KV0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL668036(NAD 83)
 KV0076_MARKER: DD = SURVEY DISK
 KV0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0076_SP_SET: SIDEWALK
 KV0076_STAMPING: 312
 KV0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0076
 KV0076  HISTORY     - Date     Condition        Report By
 KV0076  HISTORY     - 1965     MONUMENTED       NJGS
 KV0076  HISTORY     - 1965     GOOD             CGS
 KV0076  HISTORY     - 1982     GOOD             NJGS
 KV0076  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KV0076  HISTORY     - 19940524 GOOD             USPSQD
 KV0076
 KV0076                          STATION DESCRIPTION
 KV0076
 KV0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0076'AT ELIZABETH.
 KV0076'AT ELIZABETH, AT THE INTERSECTION OF NEWARK AVENUE AND NORTH
 KV0076'AVENUE, 21 FEET NORTHEAST OF THE NORTHEAST CURB LINE OF NORTH
 KV0076'AVENUE, 18 FEET NORTHWEST OF THE NORTHWEST CURB OF NEWARK AVENUE,
 KV0076'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE AVENUE AND IS SET IN THE
 KV0076'TOP OF THE SIDEWALK.
 KV0076
 KV0076                          STATION RECOVERY (1982)
 KV0076
 KV0076'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1982
 KV0076'UNDER BRICK SIDEWALK. 44.27 FEET NORTHEAST POLE 60091 EL ALONG NORTH
 KV0076'AVE, 25.00 FEET SOUTH OF SOUTHEAST CORNER (ROUNDED) OF CITY FEDERAL
 KV0076'SAVING BANK, 15.6 FEET WEST OF WEST CURB OF NEWARK AVENUE, 16.2 FEET
 KV0076'NORTH OF NORTH CURB OF NORTH AVE., 8.2 FEET EAST OF EAST RIM OF
 KV0076'MANHOLE IN BRICK SIDEWALK, ACROSS NORTH ST FROM AND 87.4 NORTH OF
 KV0076'NORTHEAST CORNER (ENTRANCE) OF DRUGSTORE.
 KV0076
 KV0076                          STATION RECOVERY (1986)
 KV0076
 KV0076'RECOVERY NOTE BY US POWER SQUADRON 1986 (CWK)
 KV0076'MARK NOT FOUND.
 KV0076
 KV0076                          STATION RECOVERY (1994)
 KV0076
 KV0076'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6709 ***********************************************************************
 KV6709  DESIGNATION -  3125
 KV6709  PID         -  KV6709
 KV6709  STATE/COUNTY-  NJ/MIDDLESEX
 KV6709  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6709
 KV6709                         *CURRENT SURVEY CONTROL
 KV6709  ___________________________________________________________________
 KV6709* NAD 83(1996)-  40 25 10.09328(N)    074 29 56.32055(W)     ADJUSTED  
 KV6709* NAVD 88     -        28.3    (meters)      93.     (feet)  GPS OBS   
 KV6709  ___________________________________________________________________
 KV6709  X           -   1,299,566.093 (meters)                     COMP
 KV6709  Y           -  -4,685,759.356 (meters)                     COMP
 KV6709  Z           -   4,113,553.042 (meters)                     COMP
 KV6709  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 KV6709  ELLIP HEIGHT-          -4.62  (meters)          (10/23/02) GPS OBS
 KV6709  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KV6709
 KV6709  HORZ ORDER  -  FIRST
 KV6709  ELLP ORDER  -  FOURTH    CLASS I
 KV6709
 KV6709.The horizontal coordinates were established by GPS observations
 KV6709.and adjusted by the National Geodetic Survey in May 1999..
 KV6709
 KV6709.The orthometric height was determined by GPS observations and a
 KV6709.high-resolution geoid model.
 KV6709
 KV6709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6709
 KV6709.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6709
 KV6709.The ellipsoidal height was determined by GPS observations
 KV6709.and is referenced to NAD 83.
 KV6709
 KV6709.The geoid height was determined by GEOID03.
 KV6709
 KV6709;                    North         East     Units Scale Factor Converg.
 KV6709;SPC NJ       -   176,087.180   150,086.733   MT  0.99990000   +0 00 02.4
 KV6709;SPC NJ       -   577,712.69    492,409.56   sFT  0.99990000   +0 00 02.4
 KV6709;UTM  18      - 4,474,436.513   542,504.342   MT  0.99962224   +0 19 29.5
 KV6709
 KV6709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6709!SPC NJ       -   1.00000072  x   0.99990000  =   0.99990072
 KV6709!UTM  18      -   1.00000072  x   0.99962224  =   0.99962296
 KV6709
 KV6709                          SUPERSEDED SURVEY CONTROL
 KV6709
 KV6709  NAD 83(1996)-  40 25 10.09294(N)    074 29 56.32272(W) AD(       ) 1
 KV6709  NAD 83(1986)-  40 25 10.09282(N)    074 29 56.32252(W) AD(       ) 1
 KV6709  NAD 83(1986)-  40 25 10.09340(N)    074 29 56.32294(W) AD(       ) 1
 KV6709
 KV6709.Superseded values are not recommended for survey control.
 KV6709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6709.See file dsdata.txt to determine how the superseded data were derived.
 KV6709
 KV6709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4250474437(NAD 83)
 KV6709_MARKER: DD = SURVEY DISK
 KV6709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6709_SP_SET: CONCRETE POST
 KV6709_STAMPING: 3125
 KV6709_MARK LOGO: NJGS  
 KV6709_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6709+STABILITY: SURFACE MOTION
 KV6709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6709+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 KV6709
 KV6709  HISTORY     - Date     Condition        Report By
 KV6709  HISTORY     - 1935     MONUMENTED       NJGS
 KV6709  HISTORY     - 19901115 GOOD             NJGS
 KV6709  HISTORY     - 19901115 GOOD             NJGS
 KV6709  HISTORY     - 19910129 GOOD
 KV6709  HISTORY     - 19920205 GOOD
 KV6709  HISTORY     - 20040301 GOOD             NJGS
 KV6709
 KV6709                          STATION DESCRIPTION
 KV6709
 KV6709'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6709'THE STATION IS LOCATED IN NORTH BRUNSWICK TOWNSHIP, AT THE JUNCTION OF
 KV6709'U.S. HIGHWAY 130 AND DAVIDSON MILL LANE.  TO REACH THE STATION FROM
 KV6709'THE JUNCTION OF U.S. HIGHWAY 130 AND U.S. HIGHWAY 1, GO 3.9 MI
 KV6709'(6.3 KM) SOUTH ON HIGHWAY 130 TO ITS JUNCTION WITH DAVIDSON MILL LANE
 KV6709'AND THE STATION ON THE LEFT ON THE OPPOSITE SIDE OF THE ROAD. THE
 KV6709'STATION IS IN THE GUTTER OF THE SOUTH CORNER OF THE INTERSECTION IN
 KV6709'FRONT OF THE 130 DELI, 1 M (3.3 FT) NORTHWEST OF A SIGNAL LIGHT BASE,
 KV6709'0.2 M (0.7 FT) NORTH NORTHWEST OF THE CURB, 8.7 M (28.5 FT) SOUTHWEST
 KV6709'OF A MANHOLE COVER, 13.4 M (44.0 FT) NORTH NORTHEAST OF A POLE NUMBER
 KV6709'PS 2880 NW AND 0.1 M (0.3 FT) BELOW THE ROAD.
 KV6709
 KV6709                          STATION RECOVERY (1990)
 KV6709
 KV6709'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6709'THE STATION IS LOCATED IN NORTH BRUNSWICK TOWNSHIP, AT THE JUNCTION OF
 KV6709'U.S.HIGHWAY 130 AND DAVIDSON MILL LANE.  TO REACH THE STATION FROM
 KV6709'THE JUNCTION OF ROUTE 130 AND U.S.HIGHWAY 1, GO 3.9 MI (6.3 KM) SOUTH
 KV6709'ON ROUTE 130 TO ITS JUNCTION WITH DAVIDSON MILL LANE AND THE STATION
 KV6709'ON THE LEFT. THE STATION IS IN THE GUTTER OF THE SOUTH CORNER OF THE
 KV6709'INTERSECTION IN FRONT OF THE 130 DELI, 1 M (3.3 FT) NORTHWEST OF A
 KV6709'SIGNAL LIGHT BASE, 0.2 M (0.7 FT) NORTH NORTHWEST OF THE CURB, 8.7 M
 KV6709'(28.5 FT) SOUTHWEST OF A MANHOLE COVER, 13.4 M (44.0 FT) NORTH
 KV6709'NORTHEAST OF A POLE NUMBER PS 2880 NW AND 0.1 M (0.3 FT) BELOW THE
 KV6709'ROAD.
 KV6709
 KV6709                          STATION RECOVERY (1991)
 KV6709
 KV6709'RECOVERED 1991
 KV6709'RECOVERED IN GOOD CONDITION.
 KV6709
 KV6709                          STATION RECOVERY (1992)
 KV6709
 KV6709'RECOVERED 1992
 KV6709'RECOVERED IN GOOD CONDITION.
 KV6709
 KV6709                          STATION RECOVERY (2004)
 KV6709
 KV6709'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2004 (MVI)
 KV6709'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6710 ***********************************************************************
 KV6710  DESIGNATION -  3128
 KV6710  PID         -  KV6710
 KV6710  STATE/COUNTY-  NJ/MIDDLESEX
 KV6710  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6710
 KV6710                         *CURRENT SURVEY CONTROL
 KV6710  ___________________________________________________________________
 KV6710* NAD 83(1996)-  40 26 27.59745(N)    074 28 35.25744(W)     ADJUSTED  
 KV6710* NAVD 88     -        32.8    (meters)     108.     (feet)  GPS OBS   
 KV6710  ___________________________________________________________________
 KV6710  X           -   1,300,993.508 (meters)                     COMP
 KV6710  Y           -  -4,683,757.759 (meters)                     COMP
 KV6710  Z           -   4,115,375.722 (meters)                     COMP
 KV6710  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 KV6710  ELLIP HEIGHT-          -0.09  (meters)          (10/23/02) GPS OBS
 KV6710  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV6710
 KV6710  HORZ ORDER  -  FIRST
 KV6710  ELLP ORDER  -  FOURTH    CLASS I
 KV6710
 KV6710.The horizontal coordinates were established by GPS observations
 KV6710.and adjusted by the National Geodetic Survey in May 1999..
 KV6710
 KV6710.The orthometric height was determined by GPS observations and a
 KV6710.high-resolution geoid model.
 KV6710
 KV6710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6710
 KV6710.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6710
 KV6710.The ellipsoidal height was determined by GPS observations
 KV6710.and is referenced to NAD 83.
 KV6710
 KV6710.The geoid height was determined by GEOID03.
 KV6710
 KV6710;                    North         East     Units Scale Factor Converg.
 KV6710;SPC NJ       -   178,477.842   151,996.947   MT  0.99990005   +0 00 55.0
 KV6710;SPC NJ       -   585,556.05    498,676.65   sFT  0.99990005   +0 00 55.0
 KV6710;UTM  18      - 4,476,837.283   544,400.469   MT  0.99962427   +0 20 22.6
 KV6710
 KV6710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6710!SPC NJ       -   1.00000001  x   0.99990005  =   0.99990006
 KV6710!UTM  18      -   1.00000001  x   0.99962427  =   0.99962428
 KV6710
 KV6710                          SUPERSEDED SURVEY CONTROL
 KV6710
 KV6710  ELLIP H (05/14/99)   -0.08   (m)                       GP(       ) 4 1
 KV6710  NAD 83(1996)-  40 26 27.59714(N)    074 28 35.25949(W) AD(       ) 1
 KV6710  NAD 83(1986)-  40 26 27.59681(N)    074 28 35.25937(W) AD(       ) 1
 KV6710  NAD 83(1986)-  40 26 27.59792(N)    074 28 35.25975(W) AD(       ) 1
 KV6710
 KV6710.Superseded values are not recommended for survey control.
 KV6710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6710.See file dsdata.txt to determine how the superseded data were derived.
 KV6710
 KV6710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4440076837(NAD 83)
 KV6710_MARKER: DD = SURVEY DISK
 KV6710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6710_SP_SET: CONCRETE POST
 KV6710_STAMPING: 3128
 KV6710_MARK LOGO: NJGS  
 KV6710_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6710+STABILITY: SURFACE MOTION
 KV6710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6710+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004
 KV6710
 KV6710  HISTORY     - Date     Condition        Report By
 KV6710  HISTORY     - 1971     MONUMENTED       NJGS
 KV6710  HISTORY     - 19901115 GOOD             NJGS
 KV6710  HISTORY     - 19901115 GOOD             NJGS
 KV6710  HISTORY     - 19910129 GOOD
 KV6710  HISTORY     - 19920205 GOOD
 KV6710  HISTORY     - 20040301 GOOD             NJGS
 KV6710  HISTORY     - 20040603 GOOD             GILMOR
 KV6710
 KV6710                          STATION DESCRIPTION
 KV6710
 KV6710'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6710'THE STATION IS LOCATED IN NORTH BRUNSWICK TOWNSHIP, IN THE GRASS
 KV6710'MEDIAN STRIP OF U.S. HIGHWAY 130.  TO REACH THE STATION FROM THE
 KV6710'JUNCTION OF U.S.HIGHWAY 1 AND U.S. HIGHWAY 130, GO 2.0 MI (3.2 KM)
 KV6710'SOUTH ON HIGHWAY 130 TO THE STATION ON THE LEFT.  THE STATION IS AT
 KV6710'THE EDGE ON THE NORTH SIDE OF THE MEDIAN, 5.6 M (18.4 FT) SOUTH OF
 KV6710'THE CENTERLINE OF THE SOUTHBOUND LANES, 8.7 M (28.5 FT) NORTH OF THE
 KV6710'CENTERLINE OF THE NORTHBOUND LANES, 13.2 M (43.3 FT) NORTHWEST OF AN
 KV6710'L SHAPED INLET, 12.5 M (41.0 FT) WEST OF AN L SHAPED INLET AND 0.2 M
 KV6710'(0.7 FT) BELOW THE GROUND.
 KV6710
 KV6710                          STATION RECOVERY (1990)
 KV6710
 KV6710'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6710'THE STATION IS LOCATED IN NORTH BRUNSWICK TOWNSHIP, IN THE GRASS
 KV6710'MEDIAN STRIP OF U.S.HIGHWAY 130.  TO REACH THE STATION FROM THE
 KV6710'JUNCTION OF U.S.HIGHWAYS 1 AND 130 GO 2.0 MI (3.2 KM) SOUTH ON ROUTE
 KV6710'130 TO THE STATION ON THE LEFT.  THE STATION IS AT THE EDGE ON THE
 KV6710'NORTH SIDE OF THE MEDIAN, 5.6 M (18.4 FT) SOUTH OF THE SOUTHBOUND
 KV6710'LANES CENTERLINE, 8.7 M (28.5 FT) NORTH OF THE NORTHBOUND LANES
 KV6710'CENTERLINE, 13.2 M (43.3 FT) NORTHWEST OF AN L SHAPED INLET, 12.5 M
 KV6710'(41.0 FT) WEST OF AN L SHAPED INLET AND 0.2 M (0.7 FT) BELOW THE
 KV6710'GROUND.
 KV6710
 KV6710                          STATION RECOVERY (1991)
 KV6710
 KV6710'RECOVERED 1991
 KV6710'RECOVERED IN GOOD CONDITION.
 KV6710
 KV6710                          STATION RECOVERY (1992)
 KV6710
 KV6710'RECOVERED 1992
 KV6710'RECOVERED IN GOOD CONDITION.
 KV6710
 KV6710                          STATION RECOVERY (2004)
 KV6710
 KV6710'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2004 (MVI)
 KV6710'RECOVERED AS DESCRIBED
 KV6710
 KV6710                          STATION RECOVERY (2004)
 KV6710
 KV6710'RECOVERY NOTE BY GILMORE AND ASSOCIATES, INCORPORATED 2004 (SJK)
 KV6710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6711 ***********************************************************************
 KV6711  DESIGNATION -  3132
 KV6711  PID         -  KV6711
 KV6711  STATE/COUNTY-  NJ/MIDDLESEX
 KV6711  USGS QUAD   -  HIGHTSTOWN (1981)
 KV6711
 KV6711                         *CURRENT SURVEY CONTROL
 KV6711  ___________________________________________________________________
 KV6711* NAD 83(1996)-  40 22 29.46943(N)    074 30 40.99564(W)     ADJUSTED  
 KV6711* NAVD 88     -        36.7    (meters)     120.     (feet)  GPS OBS   
 KV6711  ___________________________________________________________________
 KV6711  X           -   1,299,410.343 (meters)                     COMP
 KV6711  Y           -  -4,689,141.192 (meters)                     COMP
 KV6711  Z           -   4,109,785.340 (meters)                     COMP
 KV6711  LAPLACE CORR-           5.83  (seconds)                    DEFLEC99
 KV6711  ELLIP HEIGHT-           3.81  (meters)          (10/23/02) GPS OBS
 KV6711  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV6711
 KV6711  HORZ ORDER  -  FIRST
 KV6711  ELLP ORDER  -  FOURTH    CLASS I
 KV6711
 KV6711.The horizontal coordinates were established by GPS observations
 KV6711.and adjusted by the National Geodetic Survey in May 1999..
 KV6711
 KV6711.The orthometric height was determined by GPS observations and a
 KV6711.high-resolution geoid model.
 KV6711
 KV6711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6711
 KV6711.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6711
 KV6711.The ellipsoidal height was determined by GPS observations
 KV6711.and is referenced to NAD 83.
 KV6711
 KV6711.The geoid height was determined by GEOID03.
 KV6711
 KV6711;                    North         East     Units Scale Factor Converg.
 KV6711;SPC NJ       -   171,133.282   149,032.997   MT  0.99990001   -0 00 26.6
 KV6711;SPC NJ       -   561,459.78    488,952.42   sFT  0.99990001   -0 00 26.6
 KV6711;UTM  18      - 4,469,478.115   541,478.925   MT  0.99962118   +0 18 59.5
 KV6711
 KV6711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6711!SPC NJ       -   0.99999940  x   0.99990001  =   0.99989941
 KV6711!UTM  18      -   0.99999940  x   0.99962118  =   0.99962058
 KV6711
 KV6711                          SUPERSEDED SURVEY CONTROL
 KV6711
 KV6711  NAD 83(1986)-  40 22 29.46920(N)    074 30 40.99803(W) AD(       ) 1
 KV6711
 KV6711.Superseded values are not recommended for survey control.
 KV6711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6711.See file dsdata.txt to determine how the superseded data were derived.
 KV6711
 KV6711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4147969478(NAD 83)
 KV6711_MARKER: DD = SURVEY DISK
 KV6711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6711_SP_SET: CONCRETE POST
 KV6711_STAMPING: 3132
 KV6711_MARK LOGO: NJGS  
 KV6711_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6711+STABILITY: SURFACE MOTION
 KV6711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6711+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2006
 KV6711
 KV6711  HISTORY     - Date     Condition        Report By
 KV6711  HISTORY     - 1938     MONUMENTED       NJGS
 KV6711  HISTORY     - 19901114 GOOD             NJGS
 KV6711  HISTORY     - 19901114 GOOD             NJGS
 KV6711  HISTORY     - 19910723 GOOD
 KV6711  HISTORY     - 19920204 GOOD
 KV6711  HISTORY     - 20060303 GOOD             AASCO
 KV6711
 KV6711                          STATION DESCRIPTION
 KV6711
 KV6711'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6711'THE STATION IS LOCATED IN SOUTH BRUNSWICK TOWNSHIP, ON THE NORTHEAST
 KV6711'CORNER OF THE INTERSECTION OF GEORGES ROAD AND MONMOUTH JUNCTION
 KV6711'JAMESBURG ROAD IN THE TOWN OF DAYTON.  A WAWA FOOD STORE IS ON THIS
 KV6711'CORNER.  THE STATION IS 9.1 M (29.9 FT) NORTH OF THE CENTERLINE OF
 KV6711'MONMOUTH JUNCTION ROAD, 1.55 M (5.09 FT) EAST OF A STATE HIGHWAY
 KV6711'DEPARTMENT MANHOLE, 2.6 M (8.5 FT) EAST SOUTHEAST OF POLE 61758,
 KV6711'10.75 M (35.27 FT) WEST NORTHWEST OF A STATE HIGHWAY DEPARTMENT
 KV6711'MANHOLE, 28.0 M (91.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 KV6711'WAWA FOOD STORE AND SET FLUSH WITH THE GROUND.
 KV6711
 KV6711                          STATION RECOVERY (1990)
 KV6711
 KV6711'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6711'THE STATION IS LOCATED IN SOUTH BRUNSWICK TOWNSHIP, ON THE NORTHEAST
 KV6711'CORNER OF THE INTERSECTION OF GEORGES ROAD AND MONMOUTH JUNCTION
 KV6711'JAMESBURG ROAD IN THE TOWN OF DAYTON.  A WAWA FOOD STORE IS ON THIS
 KV6711'CORNER.  THE STATION IS 9.1 M (29.9 FT) NORTH OF THE CENTERLINE OF
 KV6711'MONMOUTH JUNCTION ROAD, 1.55 M (5.09 FT) EAST OF A STATE HIGHWAY
 KV6711'DEPARTMENT MANHOLE, 2.6 M (8.5 FT) EAST SOUTHEAST OF POLE 61758,
 KV6711'10.75 M (35.27 FT) WEST NORTHWEST OF A STATE HIGHWAY DEPARTMENT
 KV6711'MANHOLE, 28.0 M (91.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 KV6711'WAWA FOOD STORE AND SET FLUSH WITH THE GROUND.
 KV6711
 KV6711                          STATION RECOVERY (1991)
 KV6711
 KV6711'RECOVERED 1991
 KV6711'RECOVERED IN GOOD CONDITION.
 KV6711
 KV6711                          STATION RECOVERY (1992)
 KV6711
 KV6711'RECOVERED 1992
 KV6711'RECOVERED IN GOOD CONDITION.
 KV6711
 KV6711                          STATION RECOVERY (2006)
 KV6711
 KV6711'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (JAL)
 KV6711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6712 ***********************************************************************
 KV6712  DESIGNATION -  3146
 KV6712  PID         -  KV6712
 KV6712  STATE/COUNTY-  NJ/MIDDLESEX
 KV6712  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6712
 KV6712                         *CURRENT SURVEY CONTROL
 KV6712  ___________________________________________________________________
 KV6712* NAD 83(1996)-  40 24 16.75152(N)    074 25 29.48456(W)     ADJUSTED  
 KV6712* NAVD 88     -        37.5    (meters)     123.     (feet)  GPS OBS   
 KV6712  ___________________________________________________________________
 KV6712  X           -   1,305,915.087 (meters)                     COMP
 KV6712  Y           -  -4,685,108.606 (meters)                     COMP
 KV6712  Z           -   4,112,306.375 (meters)                     COMP
 KV6712  LAPLACE CORR-           5.56  (seconds)                    DEFLEC99
 KV6712  ELLIP HEIGHT-           4.78  (meters)          (10/23/02) GPS OBS
 KV6712  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV6712
 KV6712  HORZ ORDER  -  FIRST
 KV6712  ELLP ORDER  -  FOURTH    CLASS I
 KV6712
 KV6712.The horizontal coordinates were established by GPS observations
 KV6712.and adjusted by the National Geodetic Survey in May 1999..
 KV6712
 KV6712.The orthometric height was determined by GPS observations and a
 KV6712.high-resolution geoid model.
 KV6712
 KV6712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6712
 KV6712.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6712
 KV6712.The ellipsoidal height was determined by GPS observations
 KV6712.and is referenced to NAD 83.
 KV6712
 KV6712.The geoid height was determined by GEOID03.
 KV6712
 KV6712;                    North         East     Units Scale Factor Converg.
 KV6712;SPC NJ       -   174,444.720   156,378.091   MT  0.99990050   +0 02 55.3
 KV6712;SPC NJ       -   572,324.05    513,050.45   sFT  0.99990050   +0 02 55.3
 KV6712;UTM  18      - 4,472,830.113   548,803.161   MT  0.99962932   +0 22 22.1
 KV6712
 KV6712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6712!SPC NJ       -   0.99999925  x   0.99990050  =   0.99989975
 KV6712!UTM  18      -   0.99999925  x   0.99962932  =   0.99962857
 KV6712
 KV6712|---------------------------------------------------------------------|
 KV6712| PID    Reference Object                     Distance      Geod. Az  |
 KV6712|                                                           dddmmss.s |
 KV6712| KV6745 12 S 2                              361.415 METERS 21820     |
 KV6712|---------------------------------------------------------------------|
 KV6712
 KV6712                          SUPERSEDED SURVEY CONTROL
 KV6712
 KV6712  NAD 83(1986)-  40 24 16.75113(N)    074 25 29.48694(W) AD(       ) 1
 KV6712  NAD 83(1986)-  40 24 16.75189(N)    074 25 29.48683(W) AD(       ) 1
 KV6712
 KV6712.Superseded values are not recommended for survey control.
 KV6712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6712.See file dsdata.txt to determine how the superseded data were derived.
 KV6712
 KV6712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4880372830(NAD 83)
 KV6712_MARKER: DD = SURVEY DISK
 KV6712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6712_SP_SET: CONCRETE POST
 KV6712_STAMPING: 3146 RESET 1982
 KV6712_MARK LOGO: NJGS  
 KV6712_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6712+STABILITY: SURFACE MOTION
 KV6712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6712+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 KV6712
 KV6712  HISTORY     - Date     Condition        Report By
 KV6712  HISTORY     - 1935     MONUMENTED       NJGS
 KV6712  HISTORY     - 19901115 GOOD             NJGS
 KV6712  HISTORY     - 19910805 GOOD
 KV6712  HISTORY     - 19920204 GOOD
 KV6712
 KV6712                          STATION DESCRIPTION
 KV6712
 KV6712'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6712'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP, AT THE NORTH CORNER
 KV6712'IN A SQUARE CAST IRON BOX IN THE ROADWAY OF THE INTERSECTION OF
 KV6712'CRANBURY SOUTH RIVER ROAD, COUNTY ROAD 535 AND FERN ROAD. THE
 KV6712'JUNCTION IS SOUTH OF THE BETH ABRAHAM CEMETERY.  TO REACH THE STATION
 KV6712'FROM THE JUNCTION OF STATE ROUTE 18 AND CRANBURY SOUTH RIVER ROAD,
 KV6712'COUNTY ROAD 535, JUST SOUTHWEST OF SOUTH RIVER IN EAST BRUNSWICK
 KV6712'TOWNSHIP, GO 3.1 MI (5.0 KM) SOUTHWEST ON ROUTE 535 TO FERN ROAD AND
 KV6712'THE STATION ON THE RIGHT.  THE STATION IS 19.1 FT (5.8 M) NORTHWEST
 KV6712'OF THE ROUTE 535 CENTERLINE, 28.3 FT (8.6 M) NORTHEAST OF THE FERN
 KV6712'ROAD CENTERLINE, 64.6 FT (19.7 M) EAST OF A FIRE HYDRANT ON THE
 KV6712'SOUTHWEST SIDE OF FERN ROAD AND 1.0 FT (0.3 M) BELOW THE ROAD.
 KV6712'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP, AT THE NORTH CORNER
 KV6712'IN A SQUARE CAST IRON BOX IN THE CARTWAY OF THE INTERSECTION OF
 KV6712'CRANBURY SOUTH RIVER ROAD, COUNTY ROAD 535 AND FERN ROAD, SOUTH OF
 KV6712'THE BETH ABRAHAM CEMETERY.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6712'STATE ROUTE 18 AND CRANBURY SOUTH RIVER ROAD, COUNTY ROAD 535, JUST
 KV6712'SOUTHWEST OF SOUTH RIVER IN EAST BRUNSWICK TOWNSHIP, GO 3.1 MI
 KV6712'(5.0 KM) SOUTHWEST ON ROUTE 535 TO FERN ROAD AND THE STATION ON THE
 KV6712'RIGHT.  THE STATION IS 19.1 FT (5.8 M) NORTHWEST OF THE ROUTE 535
 KV6712'CENTERLINE, 28.3 FT (8.6 M) NORTHEAST OF THE FERN ROAD CENTERLINE,
 KV6712'64.6 FT (19.7 M) EAST OF A FIRE HYDRANT ON THE SOUTHWEST SIDE OF FERN
 KV6712'ROAD AND 1.0 FT (0.3 M) BELOW THE ROAD.
 KV6712
 KV6712                          STATION RECOVERY (1991)
 KV6712
 KV6712'RECOVERED 1991
 KV6712'RECOVERED IN GOOD CONDITION.
 KV6712
 KV6712                          STATION RECOVERY (1992)
 KV6712
 KV6712'RECOVERED 1992
 KV6712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0631 ***********************************************************************
 JU0631  DESIGNATION -  31.48
 JU0631  PID         -  JU0631
 JU0631  STATE/COUNTY-  NJ/BURLINGTON
 JU0631  USGS QUAD   -  BROWNS MILLS (1997)
 JU0631
 JU0631                         *CURRENT SURVEY CONTROL
 JU0631  ___________________________________________________________________
 JU0631* NAD 83(1986)-  39 56 39.     (N)    074 33 57.     (W)     SCALED    
 JU0631* NAVD 88     -        18.617  (meters)      61.08   (feet)  ADJUSTED  
 JU0631  ___________________________________________________________________
 JU0631  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JU0631  DYNAMIC HT  -          18.608 (meters)      61.05  (feet)  COMP
 JU0631  MODELED GRAV-     980,178.9   (mgal)                       NAVD 88
 JU0631
 JU0631  VERT ORDER  -  SECOND    CLASS 0
 JU0631
 JU0631.The horizontal coordinates were scaled from a topographic map and have
 JU0631.an estimated accuracy of +/- 6 seconds.
 JU0631
 JU0631.The orthometric height was determined by differential leveling
 JU0631.and adjusted by the National Geodetic Survey in June 1991..
 JU0631
 JU0631.The geoid height was determined by GEOID03.
 JU0631
 JU0631.The dynamic height is computed by dividing the NAVD 88
 JU0631.geopotential number by the normal gravity value computed on the
 JU0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0631.degrees latitude (g = 980.6199 gals.).
 JU0631
 JU0631.The modeled gravity was interpolated from observed gravity values.
 JU0631
 JU0631;                    North         East    Units  Estimated Accuracy
 JU0631;SPC NJ       -   123,320.      144,370.      MT  (+/- 180 meters Scaled)
 JU0631
 JU0631                          SUPERSEDED SURVEY CONTROL
 JU0631
 JU0631  NGVD 29 (??/??/??)   19.004  (m)           62.35   (f) ADJUSTED    2 0
 JU0631
 JU0631.Superseded values are not recommended for survey control.
 JU0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0631.See file dsdata.txt to determine how the superseded data were derived.
 JU0631
 JU0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK370216(NAD 83)
 JU0631_MARKER: B = BOLT
 JU0631_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0631_SP_SET: BRIDGE
 JU0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0631
 JU0631  HISTORY     - Date     Condition        Report By
 JU0631  HISTORY     - UNK      MONUMENTED       PRR
 JU0631  HISTORY     - 1935     GOOD             CGS
 JU0631  HISTORY     - 1947     GOOD             CGS
 JU0631  HISTORY     - 19950224 MARK NOT FOUND   NJGS
 JU0631
 JU0631                          STATION DESCRIPTION
 JU0631
 JU0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0631'7.4 MI E FROM PEMBERTON.
 JU0631'7.4 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE CITY
 JU0631'WATER TOWER AT PEMBERTON, BURLINGTON COUNTY, AT CONCRETE BRIDGE
 JU0631'31.48, AND IN THE TOP OF THE SOUTHWEST CORNER.  A COPPER BOLT.
 JU0631
 JU0631                          STATION RECOVERY (1947)
 JU0631
 JU0631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JU0631'RECOVERED IN GOOD CONDITION.
 JU0631
 JU0631                          STATION RECOVERY (1995)
 JU0631
 JU0631'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0631'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0631'SEARCH BY A TWO MAN PARTY.  THE BRIDGE HAS BEEN ABANDONED AND THE
 JU0631'TRACK REMOVED SINCE THE LAST RECOVERY.  THE STATION IS CONSIDERED
 JU0631'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6515 ***********************************************************************
 KV6515  DESIGNATION -  3155
 KV6515  PID         -  KV6515
 KV6515  STATE/COUNTY-  NJ/MIDDLESEX
 KV6515  USGS QUAD   -  JAMESBURG (1981)
 KV6515
 KV6515                         *CURRENT SURVEY CONTROL
 KV6515  ___________________________________________________________________
 KV6515* NAD 83(1986)-  40 19 46.     (N)    074 29 43.     (W)     SCALED    
 KV6515* NAVD 88     -        30.995  (meters)     101.69   (feet)  ADJUSTED  
 KV6515  ___________________________________________________________________
 KV6515  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV6515  DYNAMIC HT  -          30.982 (meters)     101.65  (feet)  COMP
 KV6515  MODELED GRAV-     980,193.8   (mgal)                       NAVD 88
 KV6515
 KV6515  VERT ORDER  -  FIRST     CLASS II
 KV6515
 KV6515.The horizontal coordinates were scaled from a topographic map and have
 KV6515.an estimated accuracy of +/- 6 seconds.
 KV6515
 KV6515.The orthometric height was determined by differential leveling
 KV6515.and adjusted by the National Geodetic Survey in April 1995..
 KV6515
 KV6515.The geoid height was determined by GEOID03.
 KV6515
 KV6515.The dynamic height is computed by dividing the NAVD 88
 KV6515.geopotential number by the normal gravity value computed on the
 KV6515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6515.degrees latitude (g = 980.6199 gals.).
 KV6515
 KV6515.The modeled gravity was interpolated from observed gravity values.
 KV6515
 KV6515;                    North         East    Units  Estimated Accuracy
 KV6515;SPC NJ       -   166,090.      150,400.      MT  (+/- 180 meters Scaled)
 KV6515
 KV6515                          SUPERSEDED SURVEY CONTROL
 KV6515
 KV6515  NGVD 29 (01/10/92)   31.323  (m)          102.77   (f) ADJUSTED    1 2
 KV6515
 KV6515.Superseded values are not recommended for survey control.
 KV6515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6515.See file dsdata.txt to determine how the superseded data were derived.
 KV6515
 KV6515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK428644(NAD 83)
 KV6515_MARKER: DD = SURVEY DISK
 KV6515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6515_SP_SET: CONCRETE POST
 KV6515_STAMPING: 3155
 KV6515_MARK LOGO: NJGS  
 KV6515_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6515+STABILITY: SURFACE MOTION
 KV6515_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6515+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1991
 KV6515
 KV6515  HISTORY     - Date     Condition        Report By
 KV6515  HISTORY     - 1935     MONUMENTED       NJGS
 KV6515  HISTORY     - 19910728 GOOD             NJGS
 KV6515
 KV6515                          STATION DESCRIPTION
 KV6515
 KV6515'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6515'THE STATION IS LOCATED IN CRANBURY TOWNSHIP, ON THE NORTHWEST SIDE OF
 KV6515'SOUTH RIVER ROAD, COUNTY ROAD 535, AT THE TEE JUNCTION WITH PROSPECT
 KV6515'PLAINS CRANBURY ROAD IN CRANBURY TOWNSHIP.  TO REACH THE STATION FROM
 KV6515'THE JUNCTION OF U.S.HIGHWAY 130 AND SOUTH RIVER ROAD, COUNTY ROAD
 KV6515'535, IN CRANBURY, GO NORTHEAST ON ROUTE 535 TO PROSPECT PLAINS
 KV6515'CRANBURY ROAD ON THE RIGHT AND THE STATION ON THE LEFT.  THE STATION
 KV6515'IS 21.1 FT (6.4 M) NORTHWEST OF THE SOUTH RIVER ROAD CENTERLINE, 36.7
 KV6515'FT (11.2 M) NORTHEAST OF POLE NUMBER 60260 CB AND FLUSH WITH THE
 KV6515'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6514 ***********************************************************************
 KV6514  DESIGNATION -  3156
 KV6514  PID         -  KV6514
 KV6514  STATE/COUNTY-  NJ/MIDDLESEX
 KV6514  USGS QUAD   -  JAMESBURG (1981)
 KV6514
 KV6514                         *CURRENT SURVEY CONTROL
 KV6514  ___________________________________________________________________
 KV6514* NAD 83(1986)-  40 19 35.     (N)    074 29 54.     (W)     SCALED    
 KV6514* NAVD 88     -        29.603  (meters)      97.12   (feet)  ADJUSTED  
 KV6514  ___________________________________________________________________
 KV6514  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV6514  DYNAMIC HT  -          29.590 (meters)      97.08  (feet)  COMP
 KV6514  MODELED GRAV-     980,193.8   (mgal)                       NAVD 88
 KV6514
 KV6514  VERT ORDER  -  FIRST     CLASS II
 KV6514
 KV6514.The horizontal coordinates were scaled from a topographic map and have
 KV6514.an estimated accuracy of +/- 6 seconds.
 KV6514
 KV6514.The orthometric height was determined by differential leveling
 KV6514.and adjusted by the National Geodetic Survey in April 1995..
 KV6514
 KV6514.The geoid height was determined by GEOID03.
 KV6514
 KV6514.The dynamic height is computed by dividing the NAVD 88
 KV6514.geopotential number by the normal gravity value computed on the
 KV6514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6514.degrees latitude (g = 980.6199 gals.).
 KV6514
 KV6514.The modeled gravity was interpolated from observed gravity values.
 KV6514
 KV6514;                    North         East    Units  Estimated Accuracy
 KV6514;SPC NJ       -   165,750.      150,140.      MT  (+/- 180 meters Scaled)
 KV6514
 KV6514                          SUPERSEDED SURVEY CONTROL
 KV6514
 KV6514  NGVD 29 (01/10/92)   29.931  (m)           98.20   (f) ADJUSTED    1 2
 KV6514
 KV6514.Superseded values are not recommended for survey control.
 KV6514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6514.See file dsdata.txt to determine how the superseded data were derived.
 KV6514
 KV6514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK426641(NAD 83)
 KV6514_MARKER: DD = SURVEY DISK
 KV6514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6514_SP_SET: CONCRETE POST
 KV6514_STAMPING: 3156
 KV6514_MARK LOGO: NJGS  
 KV6514_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6514+STABILITY: SURFACE MOTION
 KV6514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6514+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1991
 KV6514
 KV6514  HISTORY     - Date     Condition        Report By
 KV6514  HISTORY     - 1935     MONUMENTED       NJGS
 KV6514  HISTORY     - 19910728 GOOD             NJGS
 KV6514
 KV6514                          STATION DESCRIPTION
 KV6514
 KV6514'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6514'THE STATION IS LOCATED IN CRANBURY TOWNSHIP, ON THE SOUTHEAST SIDE OF
 KV6514'SOUTH RIVER ROAD, COUNTY ROAD 535, AT THE TEE JUNCTION WITH DEY ROAD.
 KV6514'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 130 AND SOUTH
 KV6514'RIVER ROAD, COUNTY ROAD 535, IN CRANBURY, GO NORTHEAST ON ROUTE 535
 KV6514'TO DEY ROAD ON THE LEFT AND THE STATION ON THE RIGHT, IN FRONT OF THE
 KV6514'TRAFFIC SIGNAL CONTROL BOX.  THE STATION IS 25.7 FT (7.8 M) SOUTHEAST
 KV6514'OF THE ROAD 535 CENTERLINE, 60.5 FT (18.4 M) SOUTHWEST OF POLE NUMBER
 KV6514'PS467 CB AND 0.23 M (0.75 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0061 ***********************************************************************
 KV0061  DESIGNATION -  316 NJGS
 KV0061  PID         -  KV0061
 KV0061  STATE/COUNTY-  NJ/UNION
 KV0061  USGS QUAD   -  ELIZABETH (1995)
 KV0061
 KV0061                         *CURRENT SURVEY CONTROL
 KV0061  ___________________________________________________________________
 KV0061* NAD 83(1986)-  40 38 51.     (N)    074 14 57.     (W)     SCALED    
 KV0061* NAVD 88     -         9.229  (meters)      30.28   (feet)  ADJUSTED  
 KV0061  ___________________________________________________________________
 KV0061  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KV0061  DYNAMIC HT  -           9.225 (meters)      30.27  (feet)  COMP
 KV0061  MODELED GRAV-     980,214.5   (mgal)                       NAVD 88
 KV0061
 KV0061  VERT ORDER  -  FIRST     CLASS I
 KV0061
 KV0061.The horizontal coordinates were scaled from a topographic map and have
 KV0061.an estimated accuracy of +/- 6 seconds.
 KV0061
 KV0061.The orthometric height was determined by differential leveling
 KV0061.and adjusted by the National Geodetic Survey in June 1991..
 KV0061
 KV0061.The geoid height was determined by GEOID03.
 KV0061
 KV0061.The dynamic height is computed by dividing the NAVD 88
 KV0061.geopotential number by the normal gravity value computed on the
 KV0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0061.degrees latitude (g = 980.6199 gals.).
 KV0061
 KV0061.The modeled gravity was interpolated from observed gravity values.
 KV0061
 KV0061;                    North         East    Units  Estimated Accuracy
 KV0061;SPC NJ       -   201,440.      171,210.      MT  (+/- 180 meters Scaled)
 KV0061
 KV0061                          SUPERSEDED SURVEY CONTROL
 KV0061
 KV0061  NGVD 29 (04/16/92)    9.558  (m)           31.36   (f) ADJUSTED    1 1
 KV0061
 KV0061.Superseded values are not recommended for survey control.
 KV0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0061.See file dsdata.txt to determine how the superseded data were derived.
 KV0061
 KV0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK634998(NAD 83)
 KV0061_MARKER: DD = SURVEY DISK
 KV0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0061_STAMPING: 316
 KV0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0061+STABILITY: SURFACE MOTION
 KV0061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0061+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005
 KV0061
 KV0061  HISTORY     - Date     Condition        Report By
 KV0061  HISTORY     - 1965     MONUMENTED       NJGS
 KV0061  HISTORY     - 1965     GOOD             CGS
 KV0061  HISTORY     - 19940801 GOOD             USPSQD
 KV0061  HISTORY     - 20030331 GOOD             JCLS
 KV0061  HISTORY     - 20050111 GOOD             INDIV
 KV0061
 KV0061                          STATION DESCRIPTION
 KV0061
 KV0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0061'AT ROSELLE.
 KV0061'AT ROSELLE, NEAR THE INTERSECTION OF ST. GEORGES AVENUE AND
 KV0061'CHANDLER AVENUE, 8.5 FEET NORTHWEST OF THE NORTHWEST CURB OF
 KV0061'ST. GEORGES AVENUE, 8.7 FEET SOUTHWEST OF THE SOUTHWEST CURB
 KV0061'OF CHANDLER AVENUE, AT THE CENTER OF THE JUNCTION OF THE
 KV0061'SIDEWALKS, ABOUT 0.2 FOOT BELOW THE LEVEL OF THE SIDEWALK AND IS
 KV0061'A DISK IN THE TOP OF A CONCRETE POST SURROUNDED BY THE SIDEWALK
 KV0061'ACCESS TO WHICH IS HAD BY REMOVING AN 8 INCH SQUARE IRON COVER.
 KV0061'NOTE-- THIS MARY MAY BE RECHED BY GOING 0.25 MILE NORTHEAST
 KV0061'ALONG ST. GEORGE AVENUE FROM THE JUNCTION OF BALTIMORE STREET
 KV0061'AT LINDEN.
 KV0061
 KV0061                          STATION RECOVERY (1994)
 KV0061
 KV0061'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0061'RECOVERED IN GOOD CONDITION.
 KV0061
 KV0061                          STATION RECOVERY (2003)
 KV0061
 KV0061'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 KV0061'RECOVERED IN GOOD CONDITION.
 KV0061
 KV0061                          STATION RECOVERY (2005)
 KV0061
 KV0061'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JFS)
 KV0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0904 ***********************************************************************
 KV0904  DESIGNATION -  3167
 KV0904  PID         -  KV0904
 KV0904  STATE/COUNTY-  NJ/MONMOUTH
 KV0904  USGS QUAD   -  FREEHOLD (1981)
 KV0904
 KV0904                         *CURRENT SURVEY CONTROL
 KV0904  ___________________________________________________________________
 KV0904* NAD 83(1996)-  40 17 55.71627(N)    074 21 29.93867(W)     ADJUSTED  
 KV0904* NAVD 88     -        21.207  (meters)      69.58   (feet)  ADJUSTED  
 KV0904  ___________________________________________________________________
 KV0904  X           -   1,313,403.730 (meters)                     COMP
 KV0904  Y           -  -4,690,905.056 (meters)                     COMP
 KV0904  Z           -   4,103,339.278 (meters)                     COMP
 KV0904  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 KV0904  ELLIP HEIGHT-         -11.21  (meters)          (10/23/02) GPS OBS
 KV0904  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV0904  DYNAMIC HT  -          21.198 (meters)      69.55  (feet)  COMP
 KV0904  MODELED GRAV-     980,214.1   (mgal)                       NAVD 88
 KV0904
 KV0904  HORZ ORDER  -  FIRST
 KV0904  VERT ORDER  -  SECOND    CLASS 0
 KV0904  ELLP ORDER  -  FOURTH    CLASS I
 KV0904
 KV0904.The horizontal coordinates were established by GPS observations
 KV0904.and adjusted by the National Geodetic Survey in May 1999..
 KV0904
 KV0904.The orthometric height was determined by differential leveling
 KV0904.and adjusted by the National Geodetic Survey in June 1991..
 KV0904
 KV0904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0904
 KV0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0904
 KV0904.The ellipsoidal height was determined by GPS observations
 KV0904.and is referenced to NAD 83.
 KV0904
 KV0904.The geoid height was determined by GEOID03.
 KV0904
 KV0904.The dynamic height is computed by dividing the NAVD 88
 KV0904.geopotential number by the normal gravity value computed on the
 KV0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0904.degrees latitude (g = 980.6199 gals.).
 KV0904
 KV0904.The modeled gravity was interpolated from observed gravity values.
 KV0904
 KV0904;                    North         East     Units Scale Factor Converg.
 KV0904;SPC NJ       -   162,699.848   162,044.813   MT  0.99990179   +0 05 29.9
 KV0904;SPC NJ       -   533,791.08    531,642.02   sFT  0.99990179   +0 05 29.9
 KV0904;UTM  18      - 4,461,120.589   554,534.618   MT  0.99963661   +0 24 54.1
 KV0904
 KV0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0904!SPC NJ       -   1.00000176  x   0.99990179  =   0.99990355
 KV0904!UTM  18      -   1.00000176  x   0.99963661  =   0.99963837
 KV0904
 KV0904                          SUPERSEDED SURVEY CONTROL
 KV0904
 KV0904  ELLIP H (05/14/99)  -11.22   (m)                       GP(       ) 4 1
 KV0904  NAD 83(1986)-  40 17 55.71660(N)    074 21 29.94082(W) AD(       ) 1
 KV0904  ELLIP H (01/27/92)  -11.13   (m)                       GP(       ) 4 1
 KV0904  NAD 83(1986)-  40 17 55.71432(N)    074 21 29.93620(W) AD(       ) 2
 KV0904  NAD 27      -  40 17 55.31818(N)    074 21 31.40217(W) AD(       ) 2
 KV0904  NAVD 88 (01/21/93)   21.21   (m)           69.6    (f) LEVELING    3  
 KV0904  NGVD 29 (??/??/??)   21.563  (m)           70.74   (f) ADJUSTED    2 0
 KV0904
 KV0904.Superseded values are not recommended for survey control.
 KV0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0904.See file dsdata.txt to determine how the superseded data were derived.
 KV0904
 KV0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5453561121(NAD 83)
 KV0904_MARKER: DD = SURVEY DISK
 KV0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0904_SP_SET: CONCRETE POST
 KV0904_STAMPING: 3167
 KV0904_MARK LOGO: NJGS  
 KV0904_PROJECTION: RECESSED 2 CENTIMETERS
 KV0904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0904+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2006
 KV0904
 KV0904  HISTORY     - Date     Condition        Report By
 KV0904  HISTORY     - UNK      MONUMENTED       NJGS
 KV0904  HISTORY     - 1935     GOOD             CGS
 KV0904  HISTORY     - 19871109 GOOD
 KV0904  HISTORY     - 19880910 GOOD             NJGS
 KV0904  HISTORY     - 19901115 GOOD             NJGS
 KV0904  HISTORY     - 19910731 GOOD
 KV0904  HISTORY     - 19920122 GOOD             NJGS
 KV0904  HISTORY     - 19930624 GOOD             NJGS
 KV0904  HISTORY     - 20030110 GOOD             NJGS
 KV0904  HISTORY     - 20060117 GOOD             AASCO
 KV0904
 KV0904                          STATION DESCRIPTION
 KV0904
 KV0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0904'AT ENGLISHTOWN.
 KV0904'AT ENGLISHTOWN, MONMOUTH COUNTY, AT 91 MAIN STREET, OPPOSITE
 KV0904'PINE STREET, 68 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 KV0904'E.T. ROONEY HOUSE, 55.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 KV0904'THE LAWN, 52 FEET WEST OF POLE 90012-ELM, 8.4 FEET WEST OF THE
 KV0904'WEST SIDE OF A CURB, AND ABOUT LEVEL WITH THE LAWN.
 KV0904
 KV0904                          STATION RECOVERY (1987)
 KV0904
 KV0904'RECOVERED 1987
 KV0904'RECOVERED IN GOOD CONDITION.
 KV0904
 KV0904                          STATION RECOVERY (1988)
 KV0904
 KV0904'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV0904'THE STATION IS LOCATED IN ENGLISHTOWN, MONMOUTH COUNTY IN THE
 KV0904'NORTHEAST EDGE OF THE FRONT LAWN OF A LARGE WHITE HOUSE AT 41 MAIN
 KV0904'STREET ACROSS FROM A TEE INTERSECTION OF PINE STREET FROM THE EAST.
 KV0904'THERE IS A SIGN FOR DR P M FRIEDMAN, SURGEON PODIATRIST IN THE LAWN.
 KV0904'THE STATION IS 17.9 M (58.73 FT) NORTHEAST OF THE CORNER OF THE
 KV0904'HOUSE, 2.6 M (8.53 FT) WEST OF THE WEST CURB OF MAIN STREET, 0.5 M
 KV0904'(1.64 FT) WEST OF THE EDGE OF THE SIDEWALK AND RECESSED 2 CENTIMETERS
 KV0904'BELOW GROUND LEVEL.
 KV0904
 KV0904                          STATION RECOVERY (1990)
 KV0904
 KV0904'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV0904'THE STATION IS LOCATED IN THE BOROUGH OF ENGLISHTOWN, SET ON THE WEST
 KV0904'SIDE OF MAIN STREET, COUNTY ROAD 527, AT THE TEE JUNCTION WITH PINE
 KV0904'STREET, IN THE NORTHEAST EDGE OF THE LAWN OF DOCTOR P.M. FRIEDMAN,
 KV0904'PODIATRIST.  THE STATION IS 3.25 M (10.66 FT) SOUTH OF THE EXTENDED
 KV0904'CENTERLINE OF PINE STREET, 7.8 M (25.6 FT) WEST OF THE CENTERLINE OF
 KV0904'MAIN STREET, 2.5 M (8.2 FT) WEST OF THE WEST CURBLINE OF MAIN STREET,
 KV0904'7.35 M (24.11 FT) SOUTH SOUTHWEST OF A FIRE HYDRANT, 1.45 M
 KV0904'(4.76 FT) NORTHWEST OF A WATER VALVE SET IN THE SIDEWALK, 14.6 M
 KV0904'(47.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE PORCH TO FRIEDMAN
 KV0904'HOUSE, 18.75 M (61.52 FT) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF
 KV0904'HOUSE NUMBER 49, 2.5 STORY FRAME, 0.5 M (1.6 FT) WEST OF THE WEST
 KV0904'EDGE OF THE SIDEWALK AND RECESSED 0.02 M (0.07 FT) BELOW THE GROUND.
 KV0904
 KV0904                          STATION RECOVERY (1991)
 KV0904
 KV0904'RECOVERED 1991
 KV0904'RECOVERED IN GOOD CONDITION.
 KV0904
 KV0904                          STATION RECOVERY (1992)
 KV0904
 KV0904'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV0904'THE STATION IS LOCATED IN THE BOROUGH OF ENGLISHTOWN, SET ON THE WEST
 KV0904'SIDE OF MAIN STREET, COUNTY ROAD 527, AT THE TEE JUNCTION WITH PINE
 KV0904'STREET, IN THE NORTHEAST EDGE OF THE LAWN OF DOCTOR P.M. FRIEDMAN,
 KV0904'PODIATRIST.  THE STATION IS 3.25 M (10.66 FT) SOUTH OF THE EXTENDED
 KV0904'CENTERLINE OF PINE STREET, 7.8 M (25.6 FT) WEST OF THE CENTERLINE OF
 KV0904'MAIN STREET, 2.5 M (8.2 FT) WEST OF THE WEST CURBLINE OF MAIN STREET,
 KV0904'7.35 M (24.11 FT) SOUTH SOUTHWEST OF A FIRE HYDRANT, 1.45 M
 KV0904'(4.76 FT) NORTHWEST OF A WATER VALVE SET IN THE SIDEWALK, 14.6 M
 KV0904'(47.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE PORCH TO FRIEDMAN
 KV0904'HOUSE, 18.75 M (61.52 FT) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF
 KV0904'HOUSE NUMBER 49, 2.5 STORY FRAME, 0.5 M (1.6 FT) WEST OF THE WEST
 KV0904'EDGE OF THE SIDEWALK AND RECESSED 0.02 M (0.07 FT) BELOW THE GROUND.
 KV0904
 KV0904                          STATION RECOVERY (1993)
 KV0904
 KV0904'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV0904'RECOVERED IN GOOD CONDITION.
 KV0904
 KV0904                          STATION RECOVERY (2003)
 KV0904
 KV0904'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (SJM)
 KV0904'RECOVERED IN GOOD CONDITION.
 KV0904
 KV0904                          STATION RECOVERY (2006)
 KV0904
 KV0904'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV0904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0903 ***********************************************************************
 KV0903  DESIGNATION -  3168 NJGS
 KV0903  PID         -  KV0903
 KV0903  STATE/COUNTY-  NJ/MONMOUTH
 KV0903  USGS QUAD   -  FREEHOLD (1981)
 KV0903
 KV0903                         *CURRENT SURVEY CONTROL
 KV0903  ___________________________________________________________________
 KV0903* NAD 83(1986)-  40 17 43.     (N)    074 21 31.     (W)     SCALED    
 KV0903* NAVD 88     -        21.037  (meters)      69.02   (feet)  ADJUSTED  
 KV0903  ___________________________________________________________________
 KV0903  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV0903  DYNAMIC HT  -          21.029 (meters)      68.99  (feet)  COMP
 KV0903  MODELED GRAV-     980,214.1   (mgal)                       NAVD 88
 KV0903
 KV0903  VERT ORDER  -  SECOND    CLASS 0
 KV0903
 KV0903.The horizontal coordinates were scaled from a topographic map and have
 KV0903.an estimated accuracy of +/- 6 seconds.
 KV0903
 KV0903.The orthometric height was determined by differential leveling
 KV0903.and adjusted by the National Geodetic Survey in June 1991..
 KV0903
 KV0903.The geoid height was determined by GEOID03.
 KV0903
 KV0903.The dynamic height is computed by dividing the NAVD 88
 KV0903.geopotential number by the normal gravity value computed on the
 KV0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0903.degrees latitude (g = 980.6199 gals.).
 KV0903
 KV0903.The modeled gravity was interpolated from observed gravity values.
 KV0903
 KV0903;                    North         East    Units  Estimated Accuracy
 KV0903;SPC NJ       -   162,310.      162,020.      MT  (+/- 180 meters Scaled)
 KV0903
 KV0903                          SUPERSEDED SURVEY CONTROL
 KV0903
 KV0903  NGVD 29 (??/??/??)   21.393  (m)           70.19   (f) ADJUSTED    2 0
 KV0903
 KV0903.Superseded values are not recommended for survey control.
 KV0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0903.See file dsdata.txt to determine how the superseded data were derived.
 KV0903
 KV0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK545607(NAD 83)
 KV0903_MARKER: DD = SURVEY DISK
 KV0903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0903_SP_SET: CONCRETE
 KV0903_STAMPING: 3168
 KV0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0903
 KV0903  HISTORY     - Date     Condition        Report By
 KV0903  HISTORY     - UNK      MONUMENTED       NJGS
 KV0903  HISTORY     - 1935     GOOD             CGS
 KV0903  HISTORY     - 19950709 MARK NOT FOUND   USPSQD
 KV0903
 KV0903                          STATION DESCRIPTION
 KV0903
 KV0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0903'AT ENGLISHTOWN.
 KV0903'AT ENGLISHTOWN, MONMOUTH COUNTY, AT THE WEST SIDE OF MAIN STREET,
 KV0903'OPPOSITE TENNENT AVENUE, 37 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 KV0903'OF THE FRUEH BROTHERS GARAGE, 23.9 FEET SOUTH OF POLE 90023-ELM,
 KV0903'28.6 FEET NORTH OF THE NORTHEAST CORNER OF FIREHOUSE 1, 18.3 FEET
 KV0903'NORTH OF THE PROLONGED CENTERLINE OF TENNENT AVENUE, AND UNDER
 KV0903'A BRICK SIDEWALK.
 KV0903
 KV0903                          STATION RECOVERY (1995)
 KV0903
 KV0903'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0097 ***********************************************************************
 KV0097  DESIGNATION -  31.71 CNJRR
 KV0097  PID         -  KV0097
 KV0097  STATE/COUNTY-  NJ/ESSEX
 KV0097  USGS QUAD   -  ELIZABETH (1995)
 KV0097
 KV0097                         *CURRENT SURVEY CONTROL
 KV0097  ___________________________________________________________________
 KV0097* NAD 83(1986)-  40 44 04.     (N)    074 10 22.     (W)     SCALED    
 KV0097* NAVD 88     -        10.293  (meters)      33.77   (feet)  ADJUSTED  
 KV0097  ___________________________________________________________________
 KV0097  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KV0097  DYNAMIC HT  -          10.288 (meters)      33.75  (feet)  COMP
 KV0097  MODELED GRAV-     980,220.7   (mgal)                       NAVD 88
 KV0097
 KV0097  VERT ORDER  -  FIRST     CLASS II
 KV0097
 KV0097.The horizontal coordinates were scaled from a topographic map and have
 KV0097.an estimated accuracy of +/- 6 seconds.
 KV0097
 KV0097.The orthometric height was determined by differential leveling
 KV0097.and adjusted by the National Geodetic Survey in June 1991..
 KV0097
 KV0097.The geoid height was determined by GEOID03.
 KV0097
 KV0097.The dynamic height is computed by dividing the NAVD 88
 KV0097.geopotential number by the normal gravity value computed on the
 KV0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0097.degrees latitude (g = 980.6199 gals.).
 KV0097
 KV0097.The modeled gravity was interpolated from observed gravity values.
 KV0097
 KV0097;                    North         East    Units  Estimated Accuracy
 KV0097;SPC NJ       -   211,110.      177,640.      MT  (+/- 180 meters Scaled)
 KV0097
 KV0097                          SUPERSEDED SURVEY CONTROL
 KV0097
 KV0097  NGVD 29 (??/??/??)   10.632  (m)           34.88   (f) ADJUSTED    1 2
 KV0097
 KV0097.Superseded values are not recommended for survey control.
 KV0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0097.See file dsdata.txt to determine how the superseded data were derived.
 KV0097
 KV0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL698096(NAD 83)
 KV0097_MARKER: Z = SEE DESCRIPTION
 KV0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0097_SP_SET: HYDRANT
 KV0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0097
 KV0097  HISTORY     - Date     Condition        Report By
 KV0097  HISTORY     - 1933     MONUMENTED       CNJRR
 KV0097  HISTORY     - 1934     GOOD             CGS
 KV0097  HISTORY     - 19940719 GOOD             USPSQD
 KV0097
 KV0097                          STATION DESCRIPTION
 KV0097
 KV0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0097'AT NEWARK.
 KV0097'AT NEWARK, ESSEX COUNTY, AND AT THE SOUTHEAST CORNER OF THE
 KV0097'INTERSECTION OF BROAD STREET AND EDISON PLACE.  THE TOP NUT OF
 KV0097'THE HIGH-PRESSURE HYDRANT.
 KV0097
 KV0097                          STATION RECOVERY (1994)
 KV0097
 KV0097'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0098 ***********************************************************************
 KV0098  DESIGNATION -  31.75 CNJRR
 KV0098  PID         -  KV0098
 KV0098  STATE/COUNTY-  NJ/ESSEX
 KV0098  USGS QUAD   -  ELIZABETH (1995)
 KV0098
 KV0098                         *CURRENT SURVEY CONTROL
 KV0098  ___________________________________________________________________
 KV0098* NAD 83(1986)-  40 43 59.     (N)    074 10 22.     (W)     SCALED    
 KV0098* NAVD 88     -         9.410  (meters)      30.87   (feet)  ADJUSTED  
 KV0098  ___________________________________________________________________
 KV0098  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KV0098  DYNAMIC HT  -           9.406 (meters)      30.86  (feet)  COMP
 KV0098  MODELED GRAV-     980,220.8   (mgal)                       NAVD 88
 KV0098
 KV0098  VERT ORDER  -  FIRST     CLASS II
 KV0098
 KV0098.The horizontal coordinates were scaled from a topographic map and have
 KV0098.an estimated accuracy of +/- 6 seconds.
 KV0098
 KV0098.The orthometric height was determined by differential leveling
 KV0098.and adjusted by the National Geodetic Survey in June 1991..
 KV0098
 KV0098.The geoid height was determined by GEOID03.
 KV0098
 KV0098.The dynamic height is computed by dividing the NAVD 88
 KV0098.geopotential number by the normal gravity value computed on the
 KV0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0098.degrees latitude (g = 980.6199 gals.).
 KV0098
 KV0098.The modeled gravity was interpolated from observed gravity values.
 KV0098
 KV0098;                    North         East    Units  Estimated Accuracy
 KV0098;SPC NJ       -   210,960.      177,640.      MT  (+/- 180 meters Scaled)
 KV0098
 KV0098                          SUPERSEDED SURVEY CONTROL
 KV0098
 KV0098  NGVD 29 (??/??/??)    9.750  (m)           31.99   (f) ADJUSTED    1 2
 KV0098
 KV0098.Superseded values are not recommended for survey control.
 KV0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0098.See file dsdata.txt to determine how the superseded data were derived.
 KV0098
 KV0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL698094(NAD 83)
 KV0098_MARKER: Z = SEE DESCRIPTION
 KV0098_SETTING: 0 = UNSPECIFIED SETTING
 KV0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0098
 KV0098  HISTORY     - Date     Condition        Report By
 KV0098  HISTORY     - 1933     MONUMENTED       CNJRR
 KV0098  HISTORY     - 1934     GOOD             CGS
 KV0098
 KV0098                          STATION DESCRIPTION
 KV0098
 KV0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0098'AT NEWARK.
 KV0098'AT NEWARK, ESSEX COUNTY, ON LAFAYETTE STREET, AT THE CENTRAL
 KV0098'RAILROAD OF NEW JERSEY STATION, ON THE NORTH BUILDING LINE OF
 KV0098'LAFAYETTE STREET, AND IN LINE WITH THE WEST CURB OF A DRIVEWAY
 KV0098'LEADING TO THE LOWER LEVEL OF THE BROAD STREET TERMINAL.  THE
 KV0098'TOP OF A ROUNDED WHEEL GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6713 ***********************************************************************
 KV6713  DESIGNATION -  3181
 KV6713  PID         -  KV6713
 KV6713  STATE/COUNTY-  NJ/MIDDLESEX
 KV6713  USGS QUAD   -  JAMESBURG (1981)
 KV6713
 KV6713                         *CURRENT SURVEY CONTROL
 KV6713  ___________________________________________________________________
 KV6713* NAD 83(1996)-  40 20 33.61656(N)    074 24 14.86865(W)     ADJUSTED  
 KV6713* NAVD 88     -        36.6    (meters)     120.     (feet)  GPS OBS   
 KV6713  ___________________________________________________________________
 KV6713  X           -   1,308,808.304 (meters)                     COMP
 KV6713  Y           -  -4,688,929.532 (meters)                     COMP
 KV6713  Z           -   4,107,062.489 (meters)                     COMP
 KV6713  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 KV6713  ELLIP HEIGHT-           4.04  (meters)          (10/23/02) GPS OBS
 KV6713  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KV6713
 KV6713  HORZ ORDER  -  FIRST
 KV6713  ELLP ORDER  -  FOURTH    CLASS I
 KV6713
 KV6713.The horizontal coordinates were established by GPS observations
 KV6713.and adjusted by the National Geodetic Survey in May 1999..
 KV6713
 KV6713.The orthometric height was determined by GPS observations and a
 KV6713.high-resolution geoid model.
 KV6713
 KV6713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6713
 KV6713.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6713
 KV6713.The ellipsoidal height was determined by GPS observations
 KV6713.and is referenced to NAD 83.
 KV6713
 KV6713.The geoid height was determined by GEOID03.
 KV6713
 KV6713;                    North         East     Units Scale Factor Converg.
 KV6713;SPC NJ       -   167,564.522   158,144.810   MT  0.99990082   +0 03 43.4
 KV6713;SPC NJ       -   549,751.27    518,846.76   sFT  0.99990082   +0 03 43.4
 KV6713;UTM  18      - 4,465,961.868   550,608.258   MT  0.99963153   +0 23 08.7
 KV6713
 KV6713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6713!SPC NJ       -   0.99999937  x   0.99990082  =   0.99990019
 KV6713!UTM  18      -   0.99999937  x   0.99963153  =   0.99963090
 KV6713
 KV6713                          SUPERSEDED SURVEY CONTROL
 KV6713
 KV6713  NAD 83(1986)-  40 20 33.61614(N)    074 24 14.87085(W) AD(       ) 1
 KV6713  NAD 83(1986)-  40 20 33.61613(N)    074 24 14.87085(W) AD(       ) 1
 KV6713
 KV6713.Superseded values are not recommended for survey control.
 KV6713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6713.See file dsdata.txt to determine how the superseded data were derived.
 KV6713
 KV6713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5060865962(NAD 83)
 KV6713_MARKER: DD = SURVEY DISK
 KV6713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6713_SP_SET: CONCRETE POST
 KV6713_STAMPING: 3181
 KV6713_MARK LOGO: NJGS  
 KV6713_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6713+STABILITY: SURFACE MOTION
 KV6713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6713+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 KV6713
 KV6713  HISTORY     - Date     Condition        Report By
 KV6713  HISTORY     - 1935     MONUMENTED       NJGS
 KV6713  HISTORY     - 19901115 GOOD             NJGS
 KV6713  HISTORY     - 19901115 GOOD             NJGS
 KV6713  HISTORY     - 19901115 GOOD             NJGS
 KV6713  HISTORY     - 19910726 GOOD
 KV6713  HISTORY     - 19920204 GOOD
 KV6713
 KV6713                          STATION DESCRIPTION
 KV6713
 KV6713'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6713'THE STATION IS LOCATED IN MONROE TOWNSHIP, ON THE GROUNDS OF THE NEW
 KV6713'JERSEY TRAINING SCHOOL FOR BOYS, ABOUT 3.2 KM (2.00 MI) EAST OF THE
 KV6713'BOROUGH OF JAMESBURG.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6713'FORSGATE DRIVE, COUNTY ROAD 612 AND BUCKELEW AVENUE JAMESBURG
 KV6713'ENGLISHTOWN ROAD, COUNTY ROAD 522, PROCEED 1.44 KM (0.90 MI) EAST ON
 KV6713'ROUTE 522 TO THE JUNCTION WITH STATE ROAD, TURN LEFT AND GO 1.44 KM
 KV6713'(0.90 MI) EAST ON STATE ROAD TO THE JUNCTION WITH SPOTSWOOD GRAVEL
 KV6713'HILL ROAD AND THE MAIN ENTRANCE TO THE REFORMATORY AHEAD.  CONTINUE
 KV6713'STRAIGHT THROUGH THE GATE FOR 43.3 M (142.1 FT) TO THE STATION ON THE
 KV6713'RIGHT, 22.3 M (73.2 FT) NORTHEAST OF THE WESTERLY OF TWO POLES
 KV6713'HOLDING 3 TRANSFORMERS ALOFT, 5.2 M (17.1 FT) SOUTH OF THE SOUTH EDGE
 KV6713'OF THE ENTRANCE ROAD, 8.4 M (27.6 FT) SOUTH OF THE CENTERLINE OF THE
 KV6713'ENTRANCE ROAD, 19.25 M (63.16 FT) SOUTHWEST OF A STOP AHEAD SIGN ON
 KV6713'THE NORTH SIDE OF THE ROAD, 0.6 M (2.0 FT) ABOVE THE ROAD, SET FLUSH
 KV6713'WITH THE GROUND.
 KV6713
 KV6713                          STATION RECOVERY (1990)
 KV6713
 KV6713'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6713'THE STATION IS LOCATED IN MONROE TOWNSHIP, ON THE GROUNDS OF THE NEW
 KV6713'JERSEY TRAINING SCHOOL FOR BOYS, ABOUT 3.2 KM (2.0 MI) EAST OF THE
 KV6713'BOROUGH OF JAMESBURG.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6713'FORESGATE DRIVE, COUNTY ROAD 612 AND BUCKELEW AVENUE JAMESBURG
 KV6713'ENGLISHTOWN ROAD, COUNTY ROAD 522, PROCEED 1.44 KM (0.89 MI) EAST ON
 KV6713'ROUTE 522 TO THE JUNCTION WITH STATE ROAD, TURN LEFT AND GO 1.44 KM
 KV6713'(0.89 MI) EAST ON STATE ROAD TO THE JUNCTION WITH SPOTSWOOD GRAVEL
 KV6713'HILL ROAD AND THE MAIN ENTRANCE TO THE REFORMATORY AHEAD.  CONTINUE
 KV6713'STRAIGHT THROUGH THE GATE FOR 43.3 M (142.1 FT) TO THE STATION ON THE
 KV6713'RIGHT, 22.3 M (73.2 FT) NORTHEAST OF THE WESTERLY OF TWO POLES
 KV6713'HOLDING 3 TRANSFORMERS ALOFT, 5.2 M (17.1 FT) SOUTH OF THE SOUTH EDGE
 KV6713'OF THE ENTRANCE ROAD, 8.4 M (27.6 FT) SOUTH OF THE CENTERLINE OF THE
 KV6713'ENTRANCE ROAD, 19.25 M (63.16 FT) SOUTHWEST OF A STOP AHEAD SIGN ON
 KV6713'THE NORTH SIDE OF THE ROAD, 0.6 M (2.0 FT) ABOVE THE ROAD, SET FLUSH
 KV6713'WITH THE GROUND.
 KV6713
 KV6713                          STATION RECOVERY (1990)
 KV6713
 KV6713'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6713'THE STATION IS LOCATED IN MONROE TOWNSHIP, ON THE GROUNDS OF THE NEW
 KV6713'JERSEY TRAINING SCHOOL FOR BOYS, ABOUT 3.2 KM (2.00 MI) EAST OF THE
 KV6713'BOROUGH OF JAMESBURG.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6713'FORSGATE DRIVE, COUNTY ROAD 612 AND BUCKELEW AVENUE JAMESBURG
 KV6713'ENGLISHTOWN ROAD, COUNTY ROAD 522, PROCEED 1.44 KM (0.90 MI) EAST ON
 KV6713'ROUTE 522 TO THE JUNCTION WITH STATE ROAD, TURN LEFT AND GO 1.44 KM
 KV6713'(0.90 MI) EAST ON STATE ROAD TO THE JUNCTION WITH SPOTSWOOD GRAVEL
 KV6713'HILL ROAD AND THE MAIN ENTRANCE TO THE REFORMATORY AHEAD.  CONTINUE
 KV6713'STRAIGHT THROUGH THE GATE FOR 43.3 M (142.1 FT) TO THE STATION ON THE
 KV6713'RIGHT, 22.3 M (73.2 FT) NORTHEAST OF THE WESTERLY OF TWO POLES
 KV6713'HOLDING 3 TRANSFORMERS ALOFT, 5.2 M (17.1 FT) SOUTH OF THE SOUTH EDGE
 KV6713'OF THE ENTRANCE ROAD, 8.4 M (27.6 FT) SOUTH OF THE CENTERLINE OF THE
 KV6713'ENTRANCE ROAD, 19.25 M (63.16 FT) SOUTHWEST OF A STOP AHEAD SIGN ON
 KV6713'THE NORTH SIDE OF THE ROAD, 0.6 M (2.0 FT) ABOVE THE ROAD, SET FLUSH
 KV6713'WITH THE GROUND.
 KV6713
 KV6713                          STATION RECOVERY (1991)
 KV6713
 KV6713'RECOVERED 1991
 KV6713'RECOVERED IN GOOD CONDITION.
 KV6713
 KV6713                          STATION RECOVERY (1992)
 KV6713
 KV6713'RECOVERED 1992
 KV6713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0056 ***********************************************************************
 KV0056  DESIGNATION -  319 NJGS
 KV0056  PID         -  KV0056
 KV0056  STATE/COUNTY-  NJ/UNION
 KV0056  USGS QUAD   -  ROSELLE (1995)
 KV0056
 KV0056                         *CURRENT SURVEY CONTROL
 KV0056  ___________________________________________________________________
 KV0056* NAD 83(1986)-  40 38 13.     (N)    074 15 52.     (W)     SCALED    
 KV0056* NAVD 88     -        13.598  (meters)      44.61   (feet)  ADJUSTED  
 KV0056  ___________________________________________________________________
 KV0056  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KV0056  DYNAMIC HT  -          13.592 (meters)      44.59  (feet)  COMP
 KV0056  MODELED GRAV-     980,213.1   (mgal)                       NAVD 88
 KV0056
 KV0056  VERT ORDER  -  FIRST     CLASS I
 KV0056
 KV0056.The horizontal coordinates were scaled from a topographic map and have
 KV0056.an estimated accuracy of +/- 6 seconds.
 KV0056
 KV0056.The orthometric height was determined by differential leveling
 KV0056.and adjusted by the National Geodetic Survey in June 1991..
 KV0056
 KV0056.The geoid height was determined by GEOID03.
 KV0056
 KV0056.The dynamic height is computed by dividing the NAVD 88
 KV0056.geopotential number by the normal gravity value computed on the
 KV0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0056.degrees latitude (g = 980.6199 gals.).
 KV0056
 KV0056.The modeled gravity was interpolated from observed gravity values.
 KV0056
 KV0056;                    North         East    Units  Estimated Accuracy
 KV0056;SPC NJ       -   200,260.      169,930.      MT  (+/- 180 meters Scaled)
 KV0056
 KV0056                          SUPERSEDED SURVEY CONTROL
 KV0056
 KV0056  NGVD 29 (04/16/92)   13.924  (m)           45.68   (f) ADJUSTED    1 1
 KV0056
 KV0056.Superseded values are not recommended for survey control.
 KV0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0056.See file dsdata.txt to determine how the superseded data were derived.
 KV0056
 KV0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK622987(NAD 83)
 KV0056_MARKER: DD = SURVEY DISK
 KV0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0056_STAMPING: 319
 KV0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0056+STABILITY: SURFACE MOTION
 KV0056
 KV0056  HISTORY     - Date     Condition        Report By
 KV0056  HISTORY     - 1933     MONUMENTED       NJGS
 KV0056  HISTORY     - 1965     GOOD             CGS
 KV0056  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV0056  HISTORY     - 19940609 GOOD             USPSQD
 KV0056
 KV0056                          STATION DESCRIPTION
 KV0056
 KV0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0056'AT LINDEN.
 KV0056'AT LINDEN, NEAR THE INTERSECTION OF ST. GEORGES AVENUE AND WOOD
 KV0056'AVENUE, 35 FEET SOUTHWEST OF THE SOUTHWEST CURB OF ST. GEORGES
 KV0056'AVENUE, 4 FEET SOUTHEAST OF THE SOUTHEAST CURB OF WOOD AVENUE,
 KV0056'2 1/2 FEET SOUTHEAST OF A POWER AND LIGHT POLE COMBINED, ABOUT
 KV0056'1/2 FOOT ABOVE THE LEVEL OF THE AVENUE AND IS A DISK IN THE TOP
 KV0056'OF A CONCRETE POST WHICH IS DIRECTLY IN THE CENTER OF THE
 KV0056'SIDEWALK ALONG ST. GEORGES AVENUE SIDEWALK.
 KV0056
 KV0056                          STATION RECOVERY (1989)
 KV0056
 KV0056'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0056'MARK NOT FOUND.
 KV0056
 KV0056                          STATION RECOVERY (1994)
 KV0056
 KV0056'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6664 ***********************************************************************
 KV6664  DESIGNATION -  3197
 KV6664  PID         -  KV6664
 KV6664  STATE/COUNTY-  NJ/MIDDLESEX
 KV6664  USGS QUAD   -  HIGHTSTOWN (1981)
 KV6664
 KV6664                         *CURRENT SURVEY CONTROL
 KV6664  ___________________________________________________________________
 KV6664* NAD 83(1986)-  40 18 57.     (N)    074 30 52.     (W)     SCALED    
 KV6664* NAVD 88     -        31.029  (meters)     101.80   (feet)  ADJUSTED  
 KV6664  ___________________________________________________________________
 KV6664  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KV6664  DYNAMIC HT  -          31.015 (meters)     101.75  (feet)  COMP
 KV6664  MODELED GRAV-     980,193.0   (mgal)                       NAVD 88
 KV6664
 KV6664  VERT ORDER  -  FIRST     CLASS II
 KV6664
 KV6664.The horizontal coordinates were scaled from a topographic map and have
 KV6664.an estimated accuracy of +/- 6 seconds.
 KV6664
 KV6664.The orthometric height was determined by differential leveling
 KV6664.and adjusted by the National Geodetic Survey in April 1995..
 KV6664
 KV6664.The geoid height was determined by GEOID03.
 KV6664
 KV6664.The dynamic height is computed by dividing the NAVD 88
 KV6664.geopotential number by the normal gravity value computed on the
 KV6664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6664.degrees latitude (g = 980.6199 gals.).
 KV6664
 KV6664.The modeled gravity was interpolated from observed gravity values.
 KV6664
 KV6664;                    North         East    Units  Estimated Accuracy
 KV6664;SPC NJ       -   164,580.      148,770.      MT  (+/- 180 meters Scaled)
 KV6664
 KV6664                          SUPERSEDED SURVEY CONTROL
 KV6664
 KV6664  NGVD 29 (01/10/92)   31.358  (m)          102.88   (f) ADJUSTED    1 2
 KV6664
 KV6664.Superseded values are not recommended for survey control.
 KV6664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6664.See file dsdata.txt to determine how the superseded data were derived.
 KV6664
 KV6664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK412629(NAD 83)
 KV6664_MARKER: DD = SURVEY DISK
 KV6664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6664_SP_SET: CONCRETE POST
 KV6664_STAMPING: 3197
 KV6664_MARK LOGO: NJGS  
 KV6664_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6664+STABILITY: SURFACE MOTION
 KV6664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6664+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1991
 KV6664
 KV6664  HISTORY     - Date     Condition        Report By
 KV6664  HISTORY     - 1936     MONUMENTED       NJGS
 KV6664  HISTORY     - 19910710 GOOD             NJGS
 KV6664
 KV6664                          STATION DESCRIPTION
 KV6664
 KV6664'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6664'THE STATION IS LOCATED IN CRANBURY TOWNSHIP, IN THE BOROUGH OF
 KV6664'CRANBURY, ON THE SOUTHWEST CORNER OF THE INTERSECTION OF NORTH MAIN
 KV6664'STREET, COUNTY ROAD 535 AND PLAINSBORO ROAD.  THE STATION IS 5.7 M
 KV6664'(18.7 FT) SOUTHWEST FROM THE CENTERLINE OF PLAINSBORO ROAD.  0.5 M
 KV6664'(1.6 FT) SOUTHWEST FROM THE SOUTHWEST CURBLINE OF PLAINSBORO ROAD,
 KV6664'9.6 M (31.5 FT) WEST NORTHWEST FROM THE CENTERLINE OF NORTH MAIN
 KV6664'STREET, 1.9 M (6.2 FT) EAST SOUTHEAST FROM A FLASHING STOP SIGNAL,
 KV6664'2.8 M (9.2 FT) EAST NORTHEAST FROM A 24 INCH DIAMETER SWEET GUM TREE
 KV6664'AND 3.0 M (9.8 FT) EAST SOUTHEAST FROM THE CENTER OF AN INLET.  THE
 KV6664'STATION IS 0.1 M (0.3 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6668 ***********************************************************************
 KV6668  DESIGNATION -  3198
 KV6668  PID         -  KV6668
 KV6668  STATE/COUNTY-  NJ/MIDDLESEX
 KV6668  USGS QUAD   -  HIGHTSTOWN (1981)
 KV6668
 KV6668                         *CURRENT SURVEY CONTROL
 KV6668  ___________________________________________________________________
 KV6668* NAD 83(1986)-  40 18 48.     (N)    074 30 54.     (W)     SCALED    
 KV6668* NAVD 88     -        28.610  (meters)      93.86   (feet)  ADJUSTED  
 KV6668  ___________________________________________________________________
 KV6668  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KV6668  DYNAMIC HT  -          28.597 (meters)      93.82  (feet)  COMP
 KV6668  MODELED GRAV-     980,193.3   (mgal)                       NAVD 88
 KV6668
 KV6668  VERT ORDER  -  FIRST     CLASS II
 KV6668
 KV6668.The horizontal coordinates were scaled from a topographic map and have
 KV6668.an estimated accuracy of +/- 6 seconds.
 KV6668
 KV6668.The orthometric height was determined by differential leveling
 KV6668.and adjusted by the National Geodetic Survey in April 1995..
 KV6668
 KV6668.The geoid height was determined by GEOID03.
 KV6668
 KV6668.The dynamic height is computed by dividing the NAVD 88
 KV6668.geopotential number by the normal gravity value computed on the
 KV6668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6668.degrees latitude (g = 980.6199 gals.).
 KV6668
 KV6668.The modeled gravity was interpolated from observed gravity values.
 KV6668
 KV6668;                    North         East    Units  Estimated Accuracy
 KV6668;SPC NJ       -   164,300.      148,730.      MT  (+/- 180 meters Scaled)
 KV6668
 KV6668                          SUPERSEDED SURVEY CONTROL
 KV6668
 KV6668  NGVD 29 (01/10/92)   28.939  (m)           94.94   (f) ADJUSTED    1 2
 KV6668
 KV6668.Superseded values are not recommended for survey control.
 KV6668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6668.See file dsdata.txt to determine how the superseded data were derived.
 KV6668
 KV6668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK412626(NAD 83)
 KV6668_MARKER: DD = SURVEY DISK
 KV6668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6668_SP_SET: CONCRETE POST
 KV6668_STAMPING: 3198
 KV6668_MARK LOGO: CGS   
 KV6668_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6668+STABILITY: SURFACE MOTION
 KV6668_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6668+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1991
 KV6668
 KV6668  HISTORY     - Date     Condition        Report By
 KV6668  HISTORY     - 1936     MONUMENTED       NJGS
 KV6668  HISTORY     - 19911122 GOOD             CGS
 KV6668
 KV6668                          STATION DESCRIPTION
 KV6668
 KV6668'DESCRIBED BY COAST AND GEODETIC SURVEY 1991
 KV6668'THE STATION IS LOCATED IN CRANBURY TOWNSHIP, IN THE TOWN OF CRANBURY
 KV6668'ON THE SOUTHEAST SIDE OF NORTH MAIN STREET.  TO REACH THE STATION
 KV6668'FROM THE JUNCTION OF PLAINSBORO ROAD AND NORTH MAIN STREET, GO 0.2 MI
 KV6668'(0.3 KM) SOUTH ON NORTH MAIN STREET TO THE STATION ON THE LEFT.  THE
 KV6668'STATION IS 0.7 M (2.3 FT) SOUTH SOUTHWEST OF A 36 INCH OAK TREE, 0.55
 KV6668'M (1.80 FT) SOUTHEAST FROM THE SOUTHEAST CURB OF NORTH MAIN STREET,
 KV6668'6.0 M (19.7 FT) NORTH WEST FROM THE NORTHWEST CORNER OF HOUSE NUMBER
 KV6668'66, 8.5 M (27.9 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 KV6668'OUTCOVE OF HOUSE NUMBER 68, 44.7 M (146.7 FT) NORTHEAST FROM THE
 KV6668'NORTHEAST CURBLINE OF PARK PLACE, 0.7 M (2.3 FT) NORTHWEST FROM THE
 KV6668'NORTHWEST EDGE OF THE SIDEWALK AND IS SET 0.1 M (0.3 FT) BELOW THE
 KV6668'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6667 ***********************************************************************
 KV6667  DESIGNATION -  3199
 KV6667  PID         -  KV6667
 KV6667  STATE/COUNTY-  NJ/MIDDLESEX
 KV6667  USGS QUAD   -  HIGHTSTOWN (1981)
 KV6667
 KV6667                         *CURRENT SURVEY CONTROL
 KV6667  ___________________________________________________________________
 KV6667* NAD 83(1986)-  40 18 37.     (N)    074 31 01.     (W)     SCALED    
 KV6667* NAVD 88     -        27.146  (meters)      89.06   (feet)  ADJUSTED  
 KV6667  ___________________________________________________________________
 KV6667  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KV6667  DYNAMIC HT  -          27.134 (meters)      89.02  (feet)  COMP
 KV6667  MODELED GRAV-     980,193.6   (mgal)                       NAVD 88
 KV6667
 KV6667  VERT ORDER  -  FIRST     CLASS II
 KV6667
 KV6667.The horizontal coordinates were scaled from a topographic map and have
 KV6667.an estimated accuracy of +/- 6 seconds.
 KV6667
 KV6667.The orthometric height was determined by differential leveling
 KV6667.and adjusted by the National Geodetic Survey in April 1995..
 KV6667
 KV6667.The geoid height was determined by GEOID03.
 KV6667
 KV6667.The dynamic height is computed by dividing the NAVD 88
 KV6667.geopotential number by the normal gravity value computed on the
 KV6667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6667.degrees latitude (g = 980.6199 gals.).
 KV6667
 KV6667.The modeled gravity was interpolated from observed gravity values.
 KV6667
 KV6667;                    North         East    Units  Estimated Accuracy
 KV6667;SPC NJ       -   163,960.      148,560.      MT  (+/- 180 meters Scaled)
 KV6667
 KV6667                          SUPERSEDED SURVEY CONTROL
 KV6667
 KV6667  NGVD 29 (01/10/92)   27.475  (m)           90.14   (f) ADJUSTED    1 2
 KV6667
 KV6667.Superseded values are not recommended for survey control.
 KV6667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6667.See file dsdata.txt to determine how the superseded data were derived.
 KV6667
 KV6667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK410623(NAD 83)
 KV6667_MARKER: DD = SURVEY DISK
 KV6667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6667_SP_SET: CONCRETE POST
 KV6667_STAMPING: 3199
 KV6667_MARK LOGO: CGS   
 KV6667_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6667+STABILITY: SURFACE MOTION
 KV6667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6667+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1991
 KV6667
 KV6667  HISTORY     - Date     Condition        Report By
 KV6667  HISTORY     - 1936     MONUMENTED       NJGS
 KV6667  HISTORY     - 19911122 GOOD             CGS
 KV6667
 KV6667                          STATION DESCRIPTION
 KV6667
 KV6667'DESCRIBED BY COAST AND GEODETIC SURVEY 1991
 KV6667'THE STATION IS LOCATED IN CRANBURY TOWNSHIP, IN THE TOWN OF CRANBURY.
 KV6667'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 535,
 KV6667'PAINSBORO ROAD AND NORTH MAIN STREET, GO 0.45 MI (0.72 KM) SOUTH ON
 KV6667'NORTH MAIN STREET TO THE STATION ON THE RIGHT.  THE STATION IS 9.0 M
 KV6667'(29.5 FT) SOUTHWEST FROM POLE NUMBER 51 120 60427CB, 5.5 M (18.0 FT)
 KV6667'SOUTHWEST FROM THE CENTERLINE OF A GRAVEL DRIVEWAY, 19.7 M (64.6 FT)
 KV6667'NORTHEAST FROM THE CENTERLINE OF A DRIVEWAY LEADING TO HOUSE NUMBER 1
 KV6667'NORTH MAIN STREET, 8.1 M (26.6 FT) WEST NORTHWEST FROM THE CENTERLINE
 KV6667'OF NORTH MAIN STREET, 0.5 M (1.6 FT) WEST NORTHWEST FROM THE CURB AND
 KV6667'IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1403 ***********************************************************************
 KV1403  DESIGNATION -  32.1
 KV1403  PID         -  KV1403
 KV1403  STATE/COUNTY-  NJ/SOMERSET
 KV1403  USGS QUAD   -  BOUND BROOK (1995)
 KV1403
 KV1403                         *CURRENT SURVEY CONTROL
 KV1403  ___________________________________________________________________
 KV1403* NAD 83(1986)-  40 33 32.     (N)    074 34 03.     (W)     SCALED    
 KV1403* NAVD 88     -        17.682  (meters)      58.01   (feet)  ADJUSTED  
 KV1403  ___________________________________________________________________
 KV1403  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KV1403  DYNAMIC HT  -          17.674 (meters)      57.99  (feet)  COMP
 KV1403  MODELED GRAV-     980,176.4   (mgal)                       NAVD 88
 KV1403
 KV1403  VERT ORDER  -  SECOND    CLASS 0
 KV1403
 KV1403.The horizontal coordinates were scaled from a topographic map and have
 KV1403.an estimated accuracy of +/- 6 seconds.
 KV1403
 KV1403.The orthometric height was determined by differential leveling
 KV1403.and adjusted by the National Geodetic Survey in June 1991..
 KV1403
 KV1403.The geoid height was determined by GEOID03.
 KV1403
 KV1403.The dynamic height is computed by dividing the NAVD 88
 KV1403.geopotential number by the normal gravity value computed on the
 KV1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1403.degrees latitude (g = 980.6199 gals.).
 KV1403
 KV1403.The modeled gravity was interpolated from observed gravity values.
 KV1403
 KV1403;                    North         East    Units  Estimated Accuracy
 KV1403;SPC NJ       -   191,570.      144,280.      MT  (+/- 180 meters Scaled)
 KV1403
 KV1403                          SUPERSEDED SURVEY CONTROL
 KV1403
 KV1403  NGVD 29 (??/??/??)   17.963  (m)           58.93   (f) ADJUSTED    2 0
 KV1403
 KV1403.Superseded values are not recommended for survey control.
 KV1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1403.See file dsdata.txt to determine how the superseded data were derived.
 KV1403
 KV1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK366898(NAD 83)
 KV1403_MARKER: Q = CHISELED SQUARE
 KV1403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1403_SP_SET: SIGNAL TOWER BASE
 KV1403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1403
 KV1403  HISTORY     - Date     Condition        Report By
 KV1403  HISTORY     - UNK      MONUMENTED       CGS
 KV1403  HISTORY     - 1935     GOOD             CGS
 KV1403  HISTORY     - 20021130 MARK NOT FOUND   USPSQD
 KV1403
 KV1403                          STATION DESCRIPTION
 KV1403
 KV1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1403'2.1 MI W FROM BOUND BROOK.
 KV1403'2.1 MILES WEST ALONG THE CENTRAL RAILROAD CO. OF NEW JERSEY
 KV1403'RAILROAD FROM THE RARITAN RIVER AND CANAL AT BOUND BROOK,
 KV1403'SOMERSET COUNTY, AT SIGNAL TOWER 321, AND ON THE TOP OF THE
 KV1403'SOUTHWEST CORNER OF THE NORTH BASE.
 KV1403
 KV1403                          STATION RECOVERY (2002)
 KV1403
 KV1403'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV1403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6262 ***********************************************************************
 KV6262  DESIGNATION -  3228
 KV6262  PID         -  KV6262
 KV6262  STATE/COUNTY-  NJ/MONMOUTH
 KV6262  USGS QUAD   -  ASBURY PARK (1989)
 KV6262
 KV6262                         *CURRENT SURVEY CONTROL
 KV6262  ___________________________________________________________________
 KV6262* NAD 83(1986)-  40 10 41.     (N)    074 01 48.     (W)     SCALED    
 KV6262* NAVD 88     -         2.751  (meters)       9.03   (feet)  ADJUSTED  
 KV6262  ___________________________________________________________________
 KV6262  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV6262  DYNAMIC HT  -           2.750 (meters)       9.02  (feet)  COMP
 KV6262  MODELED GRAV-     980,166.4   (mgal)                       NAVD 88
 KV6262
 KV6262  VERT ORDER  -  FIRST     CLASS II
 KV6262
 KV6262.The horizontal coordinates were scaled from a topographic map and have
 KV6262.an estimated accuracy of +/- 6 seconds.
 KV6262
 KV6262.The orthometric height was determined by differential leveling
 KV6262.and adjusted by the National Geodetic Survey in March 2001..
 KV6262
 KV6262.The geoid height was determined by GEOID03.
 KV6262
 KV6262.The dynamic height is computed by dividing the NAVD 88
 KV6262.geopotential number by the normal gravity value computed on the
 KV6262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6262.degrees latitude (g = 980.6199 gals.).
 KV6262
 KV6262.The modeled gravity was interpolated from observed gravity values.
 KV6262
 KV6262;                    North         East    Units  Estimated Accuracy
 KV6262;SPC NJ       -   149,390.      190,030.      MT  (+/- 180 meters Scaled)
 KV6262
 KV6262                          SUPERSEDED SURVEY CONTROL
 KV6262
 KV6262  NAVD 88 (06/15/91)    2.750  (m)            9.02   (f) UNKNOWN     1 2
 KV6262  NGVD 29 (01/10/92)    3.080  (m)           10.11   (f) ADJUSTED    1 2
 KV6262
 KV6262.Superseded values are not recommended for survey control.
 KV6262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6262.See file dsdata.txt to determine how the superseded data were derived.
 KV6262
 KV6262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK825479(NAD 83)
 KV6262_MARKER: DD = SURVEY DISK
 KV6262_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6262_SP_SET: SIDEWALK
 KV6262_STAMPING: 3228
 KV6262_MARK LOGO: NJGS  
 KV6262_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6262+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1996
 KV6262
 KV6262  HISTORY     - Date     Condition        Report By
 KV6262  HISTORY     - 1971     MONUMENTED       NJGS
 KV6262  HISTORY     - 19890509 GOOD             NJGS
 KV6262  HISTORY     - 19960906 GOOD             NJGS
 KV6262  HISTORY     - 20040924 GOOD             USGS
 KV6262
 KV6262                          STATION DESCRIPTION
 KV6262
 KV6262'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6262'THE STATION IN THE WEST PART OF BELMAR, AT THE TEE JUNCTION OF H
 KV6262'STREET AND RIVER ROAD, STATE ROUTE 35, SOUTH OF THE WEST END OF THE
 KV6262'BELMAR MARINA.  THE STATION IS 2.45 M (8.04 FT) WEST OF THE CAST IRON
 KV6262'CURB PIECE OF A CATCH BASIN, 3.64 M (11.94 FT) NORTHWEST OF THE
 KV6262'NORTHWEST CORNER OF AN ELECTRIC METER BOX AND 13.41 M (44.00 FT) EAST
 KV6262'OF THE NORTHEAST CORNER OF A FAST FOOD RESTAURANT.  THE STATION IS
 KV6262'FLUSH WITH THE SIDEWALK.
 KV6262
 KV6262                          STATION RECOVERY (1996)
 KV6262
 KV6262'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV6262'RECOVERED AS DESCRIBED.
 KV6262
 KV6262                          STATION RECOVERY (2004)
 KV6262
 KV6262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (PBR)
 KV6262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5405 ***********************************************************************
 KV5405  DESIGNATION -  3246
 KV5405  PID         -  KV5405
 KV5405  STATE/COUNTY-  NJ/MONMOUTH
 KV5405  USGS QUAD   -  FREEHOLD (1981)
 KV5405
 KV5405                         *CURRENT SURVEY CONTROL
 KV5405  ___________________________________________________________________
 KV5405* NAD 83(1996)-  40 15 36.87358(N)    074 16 27.01600(W)     ADJUSTED  
 KV5405* NAVD 88     -        52.     (meters)     171.     (feet)  SCALED    
 KV5405  ___________________________________________________________________
 KV5405  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 KV5405  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV5405
 KV5405  HORZ ORDER  -  SECOND
 KV5405
 KV5405.The horizontal coordinates were established by classical geodetic methods
 KV5405.and adjusted by the National Geodetic Survey in September 1999..
 KV5405
 KV5405.The orthometric height was scaled from a topographic map.
 KV5405
 KV5405.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5405
 KV5405.The geoid height was determined by GEOID03.
 KV5405
 KV5405;                    North         East     Units Scale Factor Converg.
 KV5405;SPC NJ       -   158,432.583   169,209.079   MT  0.99990454   +0 08 45.4
 KV5405;SPC NJ       -   519,790.90    555,146.79   sFT  0.99990454   +0 08 45.4
 KV5405;UTM  18      - 4,456,894.918   561,720.968   MT  0.99964689   +0 28 08.7
 KV5405
 KV5405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5405!SPC NJ       -   0.99999698  x   0.99990454  =   0.99990152
 KV5405!UTM  18      -   0.99999698  x   0.99964689  =   0.99964387
 KV5405
 KV5405                          SUPERSEDED SURVEY CONTROL
 KV5405
 KV5405  NAD 83(1986)-  40 15 36.87317(N)    074 16 27.01253(W) AD(       ) 2
 KV5405  NAD 27      -  40 15 36.47400(N)    074 16 28.48600(W) AD(       ) 2
 KV5405
 KV5405.Superseded values are not recommended for survey control.
 KV5405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5405.See file dsdata.txt to determine how the superseded data were derived.
 KV5405
 KV5405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6172156895(NAD 83)
 KV5405_MARKER: Z = SEE DESCRIPTION
 KV5405_SETTING: 0 = UNSPECIFIED SETTING
 KV5405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5405+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2001
 KV5405
 KV5405  HISTORY     - Date     Condition        Report By
 KV5405  HISTORY     - 1935     MONUMENTED       NJGS
 KV5405  HISTORY     - 19950709 MARK NOT FOUND   USPSQD
 KV5405  HISTORY     - 19970220 GOOD             USPSQD
 KV5405  HISTORY     - 19980602 GOOD             USPSQD
 KV5405  HISTORY     - 20010425 GOOD             USPSQD
 KV5405
 KV5405                          STATION DESCRIPTION
 KV5405
 KV5405'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1935
 KV5405'STATION FREEHOLD IS LOCATED ON THE NORTHEAST PART OF THE FRONT LAWN OF
 KV5405'THE MONMOUTH COUNTY COURTHOUSE IN FREEHOLD, 11 PACES
 KV5405'EAST-NORTHEAST OF A FLAGPOLE IN FRONT OF THE COURTHOUSE, 4 PACES
 KV5405'SOUTHWEST OF THE NORTHEAST GUARD RAIL AROUND THE LAWN, AND 7
 KV5405'PACES SOUTHEAST OF THE SOUTHEAST ABUTMENT AT THE MAIN ENTRANCE
 KV5405'TO THE COURTHOUSE.
 KV5405'
 KV5405'THE STATION MARK IS AUNITED STATES COAST AND GEODETIC SURVEY AND
 KV5405'STATE SURVEY MONUMENT NO.3246 IS 9.205 METERS (30.20 FEET)
 KV5405'SOUTHEAST OF STATION FREELAND, BETWEEN THE SECOND AND THIRD GUARD RAIL
 KV5405'ALONG THE SIDEWALK IN FRONT OF THE COURTHOUSE FROM THE SOUTHEAST
 KV5405'CORNER, 6 PACES WEST-NORTHWEST OF A FIRE PLUG, AND 4 INCHES
 KV5405'NORTHWEST OF THE NORTH EDGE OF THE SIDEWALK IN FRONT OF THE
 KV5405'COURTHOUSE.  THE MARK IS FLUSH WITH THE GROUND.
 KV5405
 KV5405                          STATION RECOVERY (1995)
 KV5405
 KV5405'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5405'MARK NOT FOUND.
 KV5405
 KV5405                          STATION RECOVERY (1997)
 KV5405
 KV5405'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV5405'RECOVERED IN GOOD CONDITION.
 KV5405
 KV5405                          STATION RECOVERY (1998)
 KV5405
 KV5405'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV5405'RECOVERED IN GOOD CONDITION.
 KV5405
 KV5405                          STATION RECOVERY (2001)
 KV5405
 KV5405'RECOVERY NOTE BY US POWER SQUADRON 2001 (RA)
 KV5405'STATION IS SET FLUSH IN SIDEWALK IN FRONT OF MONMOUTH COUNTY HALL OF
 KV5405'RECORDS (FORMERLY THE COURTHOUSE). IT IS 12 FT NORTH OF CURB OF THE
 KV5405'STREET, 11 FT NW OF A TRAFFIC LIGHT, 30 FT SE OF STATION FREEHOLD
 KV5405'(AE5060).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0909 ***********************************************************************
 KV0909  DESIGNATION -  3246 NJGS
 KV0909  PID         -  KV0909
 KV0909  STATE/COUNTY-  NJ/MONMOUTH
 KV0909  USGS QUAD   -  FREEHOLD (1981)
 KV0909
 KV0909                         *CURRENT SURVEY CONTROL
 KV0909  ___________________________________________________________________
 KV0909* NAD 83(1986)-  40 15 30.     (N)    074 16 26.     (W)     SCALED    
 KV0909* NAVD 88     -        52.254  (meters)     171.44   (feet)  ADJUSTED  
 KV0909  ___________________________________________________________________
 KV0909  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV0909  DYNAMIC HT  -          52.232 (meters)     171.36  (feet)  COMP
 KV0909  MODELED GRAV-     980,215.7   (mgal)                       NAVD 88
 KV0909
 KV0909  VERT ORDER  -  SECOND    CLASS 0
 KV0909
 KV0909.The horizontal coordinates were scaled from a topographic map and have
 KV0909.an estimated accuracy of +/- 6 seconds.
 KV0909
 KV0909.The orthometric height was determined by differential leveling
 KV0909.and adjusted by the National Geodetic Survey in June 1991..
 KV0909
 KV0909.The geoid height was determined by GEOID03.
 KV0909
 KV0909.The dynamic height is computed by dividing the NAVD 88
 KV0909.geopotential number by the normal gravity value computed on the
 KV0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0909.degrees latitude (g = 980.6199 gals.).
 KV0909
 KV0909.The modeled gravity was interpolated from observed gravity values.
 KV0909
 KV0909;                    North         East    Units  Estimated Accuracy
 KV0909;SPC NJ       -   158,220.      169,230.      MT  (+/- 180 meters Scaled)
 KV0909
 KV0909                          SUPERSEDED SURVEY CONTROL
 KV0909
 KV0909  NGVD 29 (??/??/??)   52.616  (m)          172.62   (f) ADJUSTED    2 0
 KV0909
 KV0909.Superseded values are not recommended for survey control.
 KV0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0909.See file dsdata.txt to determine how the superseded data were derived.
 KV0909
 KV0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK617566(NAD 83)
 KV0909_MARKER: DD = SURVEY DISK
 KV0909_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0909_SP_SET: CONCRETE
 KV0909_STAMPING: 3246
 KV0909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0909
 KV0909  HISTORY     - Date     Condition        Report By
 KV0909  HISTORY     - UNK      MONUMENTED       NJGS
 KV0909  HISTORY     - 1935     GOOD             CGS
 KV0909  HISTORY     - 1974     MARK NOT FOUND   NGS
 KV0909
 KV0909                          STATION DESCRIPTION
 KV0909
 KV0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0909'AT FREEHOLD.
 KV0909'AT FREEHOLD, MONMOUTH COUNTY, AT THE NORTHWEST SIDE OF EAST MAIN
 KV0909'STREET, 72.2 FEET SOUTH OF THE EAST CORNER OF THE COUNTY
 KV0909'COURTHOUSE, 51.1 FEET NORTHEAST OF A FLAGPOLE, 18.8 FEET
 KV0909'SOUTHWEST OF A FIRE PLUG, AND 16.5 FEET NORTHWEST OF A CURB.
 KV0909
 KV0909                          STATION RECOVERY (1974)
 KV0909
 KV0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0794 ***********************************************************************
 KV0794  DESIGNATION -  32.68 NJGS
 KV0794  PID         -  KV0794
 KV0794  STATE/COUNTY-  NJ/MONMOUTH
 KV0794  USGS QUAD   -  ASBURY PARK (1989)
 KV0794
 KV0794                         *CURRENT SURVEY CONTROL
 KV0794  ___________________________________________________________________
 KV0794* NAD 83(1986)-  40 14 41.     (N)    074 00 14.     (W)     SCALED    
 KV0794* NAVD 88     -         9.528  (meters)      31.26   (feet)  ADJUSTED  
 KV0794  ___________________________________________________________________
 KV0794  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV0794  DYNAMIC HT  -           9.524 (meters)      31.25  (feet)  COMP
 KV0794  MODELED GRAV-     980,172.9   (mgal)                       NAVD 88
 KV0794
 KV0794  VERT ORDER  -  FIRST     CLASS II
 KV0794
 KV0794.The horizontal coordinates were scaled from a topographic map and have
 KV0794.an estimated accuracy of +/- 6 seconds.
 KV0794
 KV0794.The orthometric height was determined by differential leveling
 KV0794.and adjusted by the National Geodetic Survey in June 1991..
 KV0794
 KV0794.The geoid height was determined by GEOID03.
 KV0794
 KV0794.The dynamic height is computed by dividing the NAVD 88
 KV0794.geopotential number by the normal gravity value computed on the
 KV0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0794.degrees latitude (g = 980.6199 gals.).
 KV0794
 KV0794.The modeled gravity was interpolated from observed gravity values.
 KV0794
 KV0794;                    North         East    Units  Estimated Accuracy
 KV0794;SPC NJ       -   156,800.      192,210.      MT  (+/- 180 meters Scaled)
 KV0794
 KV0794                          SUPERSEDED SURVEY CONTROL
 KV0794
 KV0794  NGVD 29 (??/??/??)    9.916  (m)           32.53   (f) ADJUSTED    1 2
 KV0794
 KV0794.Superseded values are not recommended for survey control.
 KV0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0794.See file dsdata.txt to determine how the superseded data were derived.
 KV0794
 KV0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK847553(NAD 83)
 KV0794_MARKER: X = CHISELED CROSS
 KV0794_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0794_SP_SET: DOORSILL
 KV0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0794
 KV0794  HISTORY     - Date     Condition        Report By
 KV0794  HISTORY     - UNK      MONUMENTED       NJGS
 KV0794  HISTORY     - 1937     GOOD             CGS
 KV0794  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KV0794  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 KV0794
 KV0794                          STATION DESCRIPTION
 KV0794
 KV0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 KV0794'AT DEAL.
 KV0794'AT DEAL, ON THE PENNSYLVANIA RAILROAD, AT THE STATION, ON THE
 KV0794'EAST SIDE OF THE TRACK, AT THE MOST NORTHERLY DOOR IN THE WEST
 KV0794'FACE OF THE STATION, AND ON THE NORTH END OF THE DOORSILL.  A
 KV0794'CHISELED CROSS.
 KV0794
 KV0794                          STATION RECOVERY (1986)
 KV0794
 KV0794'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0794'MARK NOT FOUND.
 KV0794
 KV0794                          STATION RECOVERY (1997)
 KV0794
 KV0794'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV0794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0945 ***********************************************************************
 JU0945  DESIGNATION -  32.73 NJGS
 JU0945  PID         -  JU0945
 JU0945  STATE/COUNTY-  NJ/CUMBERLAND
 JU0945  USGS QUAD   -  BRIDGETON (1977)
 JU0945
 JU0945                         *CURRENT SURVEY CONTROL
 JU0945  ___________________________________________________________________
 JU0945* NAD 83(1986)-  39 25 44.     (N)    075 13 54.     (W)     SCALED    
 JU0945* NAVD 88     -         9.709  (meters)      31.85   (feet)  ADJUSTED  
 JU0945  ___________________________________________________________________
 JU0945  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JU0945  DYNAMIC HT  -           9.704 (meters)      31.84  (feet)  COMP
 JU0945  MODELED GRAV-     980,119.9   (mgal)                       NAVD 88
 JU0945
 JU0945  VERT ORDER  -  FIRST     CLASS II
 JU0945
 JU0945.The horizontal coordinates were scaled from a topographic map and have
 JU0945.an estimated accuracy of +/- 6 seconds.
 JU0945
 JU0945.The orthometric height was determined by differential leveling
 JU0945.and adjusted by the National Geodetic Survey in June 1991..
 JU0945
 JU0945.The geoid height was determined by GEOID03.
 JU0945
 JU0945.The dynamic height is computed by dividing the NAVD 88
 JU0945.geopotential number by the normal gravity value computed on the
 JU0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0945.degrees latitude (g = 980.6199 gals.).
 JU0945
 JU0945.The modeled gravity was interpolated from observed gravity values.
 JU0945
 JU0945;                    North         East    Units  Estimated Accuracy
 JU0945;SPC NJ       -    66,370.       87,010.      MT  (+/- 180 meters Scaled)
 JU0945
 JU0945                          SUPERSEDED SURVEY CONTROL
 JU0945
 JU0945  NGVD 29 (01/10/92)   10.017  (m)           32.86   (f) ADJUSTED    1 2
 JU0945
 JU0945.Superseded values are not recommended for survey control.
 JU0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0945.See file dsdata.txt to determine how the superseded data were derived.
 JU0945
 JU0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ800643(NAD 83)
 JU0945_MARKER: X = CHISELED CROSS
 JU0945_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0945_SP_SET: BUILDING
 JU0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0945
 JU0945  HISTORY     - Date     Condition        Report By
 JU0945  HISTORY     - UNK      MONUMENTED       NJGS
 JU0945  HISTORY     - 1934     GOOD             CGS
 JU0945  HISTORY     - 1979     GOOD             NGS
 JU0945
 JU0945                          STATION DESCRIPTION
 JU0945
 JU0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JU0945'AT BRIDGETON.
 JU0945'AT BRIDGETON, CUMBERLAND COUNTY, AT THE INTERSECTION OF EAST
 JU0945'COMMERCE STREET AND BANK STREET, AT THE CENTERAL METHODIST CHURCH,
 JU0945'AT THE ENTRANCE UNDER THE TOWER, AND ON THE OUTER CORNER OF THE
 JU0945'NORTH END OF THE DOORSILL.  A CHISELED CROSS.
 JU0945
 JU0945                          STATION RECOVERY (1979)
 JU0945
 JU0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0113 ***********************************************************************
 KV0113  DESIGNATION -  32.97 NJGS=1 C OF B+N
 KV0113  PID         -  KV0113
 KV0113  STATE/COUNTY-  NJ/ESSEX
 KV0113  USGS QUAD   -  ORANGE (1981)
 KV0113
 KV0113                         *CURRENT SURVEY CONTROL
 KV0113  ___________________________________________________________________
 KV0113* NAD 83(1986)-  40 46 52.     (N)    074 09 17.     (W)     SCALED    
 KV0113* NAVD 88     -         9.823  (meters)      32.23   (feet)  ADJUSTED  
 KV0113  ___________________________________________________________________
 KV0113  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV0113  DYNAMIC HT  -           9.819 (meters)      32.21  (feet)  COMP
 KV0113  MODELED GRAV-     980,220.4   (mgal)                       NAVD 88
 KV0113
 KV0113  VERT ORDER  -  FIRST     CLASS II
 KV0113
 KV0113.The horizontal coordinates were scaled from a topographic map and have
 KV0113.an estimated accuracy of +/- 6 seconds.
 KV0113
 KV0113.The orthometric height was determined by differential leveling
 KV0113.and adjusted by the National Geodetic Survey in June 1991..
 KV0113
 KV0113.The geoid height was determined by GEOID03.
 KV0113
 KV0113.The dynamic height is computed by dividing the NAVD 88
 KV0113.geopotential number by the normal gravity value computed on the
 KV0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0113.degrees latitude (g = 980.6199 gals.).
 KV0113
 KV0113.The modeled gravity was interpolated from observed gravity values.
 KV0113
 KV0113;                    North         East    Units  Estimated Accuracy
 KV0113;SPC NJ       -   216,300.      179,140.      MT  (+/- 180 meters Scaled)
 KV0113
 KV0113                          SUPERSEDED SURVEY CONTROL
 KV0113
 KV0113  NGVD 29 (??/??/??)   10.146  (m)           33.29   (f) ADJUSTED    1 2
 KV0113
 KV0113.Superseded values are not recommended for survey control.
 KV0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0113.See file dsdata.txt to determine how the superseded data were derived.
 KV0113
 KV0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL713148(NAD 83)
 KV0113_MARKER: X = CHISELED CROSS
 KV0113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0113_SP_SET: BRIDGE
 KV0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0113
 KV0113  HISTORY     - Date     Condition        Report By
 KV0113  HISTORY     - 1933     MONUMENTED       NJGS
 KV0113  HISTORY     - 1948     MARK NOT FOUND   CGS
 KV0113
 KV0113                          STATION DESCRIPTION
 KV0113
 KV0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KV0113'AT NEWARK.
 KV0113'AT NEWARK, ESSEX COUNTY, ON BROADWAY, 10 FEET SOUTH OF THE
 KV0113'BELLEVILLE CITY LIMIT, AT THE SOUTH END OF THE WEST PARAPET OF
 KV0113'THE BRIDGE OVER SECOND RIVER, EAST OF AN IRON FENCE, AND NEARLY
 KV0113'IN THE CENTER OF THE FIRST COPING STONE.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1402 ***********************************************************************
 KV1402  DESIGNATION -  33.00
 KV1402  PID         -  KV1402
 KV1402  STATE/COUNTY-  NJ/SOMERSET
 KV1402  USGS QUAD   -  BOUND BROOK (1995)
 KV1402
 KV1402                         *CURRENT SURVEY CONTROL
 KV1402  ___________________________________________________________________
 KV1402* NAD 83(1986)-  40 33 37.     (N)    074 35 01.     (W)     SCALED    
 KV1402* NAVD 88     -        20.564  (meters)      67.47   (feet)  ADJUSTED  
 KV1402  ___________________________________________________________________
 KV1402  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KV1402  DYNAMIC HT  -          20.555 (meters)      67.44  (feet)  COMP
 KV1402  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 KV1402
 KV1402  VERT ORDER  -  SECOND    CLASS 0
 KV1402
 KV1402.The horizontal coordinates were scaled from a topographic map and have
 KV1402.an estimated accuracy of +/- 6 seconds.
 KV1402
 KV1402.The orthometric height was determined by differential leveling
 KV1402.and adjusted by the National Geodetic Survey in June 1991..
 KV1402
 KV1402.The geoid height was determined by GEOID03.
 KV1402
 KV1402.The dynamic height is computed by dividing the NAVD 88
 KV1402.geopotential number by the normal gravity value computed on the
 KV1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1402.degrees latitude (g = 980.6199 gals.).
 KV1402
 KV1402.The modeled gravity was interpolated from observed gravity values.
 KV1402
 KV1402;                    North         East    Units  Estimated Accuracy
 KV1402;SPC NJ       -   191,730.      142,920.      MT  (+/- 180 meters Scaled)
 KV1402
 KV1402                          SUPERSEDED SURVEY CONTROL
 KV1402
 KV1402  NGVD 29 (??/??/??)   20.842  (m)           68.38   (f) ADJUSTED    2 0
 KV1402
 KV1402.Superseded values are not recommended for survey control.
 KV1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1402.See file dsdata.txt to determine how the superseded data were derived.
 KV1402
 KV1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK352900(NAD 83)
 KV1402_MARKER: Q = CHISELED SQUARE
 KV1402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1402_SP_SET: CONCRETE SLAB
 KV1402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1402
 KV1402  HISTORY     - Date     Condition        Report By
 KV1402  HISTORY     - UNK      MONUMENTED       CGS
 KV1402  HISTORY     - 1935     GOOD             CGS
 KV1402  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 KV1402
 KV1402                          STATION DESCRIPTION
 KV1402
 KV1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1402'1.3 MI E FROM SOMERVILLE.
 KV1402'1.3 MILES EAST ALONG THE CENTRAL RAILROAD CO. OF NEW JERSEY
 KV1402'RAILROAD FROM THE COUNTY COURTHOUSE AT SOMERVILLE, SOMERSET
 KV1402'COUNTY, 60 YARDS NORTH OF MILEPOST 33, BETWEEN A SIDE TRACK AND
 KV1402'THE MAINTRACK, 8 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND
 KV1402'TRACK, AND ON THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE
 KV1402'SLAB.
 KV1402
 KV1402                          STATION RECOVERY (1998)
 KV1402
 KV1402'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV1402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0395 ***********************************************************************
 LY0395  DESIGNATION -  333.3
 LY0395  PID         -  LY0395
 LY0395  STATE/COUNTY-  NJ/MORRIS
 LY0395  USGS QUAD   -  WANAQUE (1971)
 LY0395
 LY0395                         *CURRENT SURVEY CONTROL
 LY0395  ___________________________________________________________________
 LY0395* NAD 83(1986)-  41 00 08.     (N)    074 20 24.     (W)     SCALED    
 LY0395* NAVD 88     -       101.334  (meters)     332.46   (feet)  ADJUSTED  
 LY0395  ___________________________________________________________________
 LY0395  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LY0395  DYNAMIC HT  -         101.291 (meters)     332.32  (feet)  COMP
 LY0395  MODELED GRAV-     980,200.0   (mgal)                       NAVD 88
 LY0395
 LY0395  VERT ORDER  -  FIRST     CLASS II
 LY0395
 LY0395.The horizontal coordinates were scaled from a topographic map and have
 LY0395.an estimated accuracy of +/- 6 seconds.
 LY0395
 LY0395.The orthometric height was determined by differential leveling
 LY0395.and adjusted by the National Geodetic Survey in June 1991..
 LY0395
 LY0395.The geoid height was determined by GEOID03.
 LY0395
 LY0395.The dynamic height is computed by dividing the NAVD 88
 LY0395.geopotential number by the normal gravity value computed on the
 LY0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0395.degrees latitude (g = 980.6199 gals.).
 LY0395
 LY0395.The modeled gravity was interpolated from observed gravity values.
 LY0395
 LY0395;                    North         East    Units  Estimated Accuracy
 LY0395;SPC NJ       -   240,810.      163,460.      MT  (+/- 180 meters Scaled)
 LY0395
 LY0395                          SUPERSEDED SURVEY CONTROL
 LY0395
 LY0395  NGVD 29 (??/??/92)  101.565  (m)          333.22   (f) ADJ UNCH    1 2
 LY0395
 LY0395.Superseded values are not recommended for survey control.
 LY0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0395.See file dsdata.txt to determine how the superseded data were derived.
 LY0395
 LY0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL555392(NAD 83)
 LY0395_MARKER: X = CHISELED CROSS
 LY0395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0395_SP_SET: STEP
 LY0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0395
 LY0395  HISTORY     - Date     Condition        Report By
 LY0395  HISTORY     - UNK      MONUMENTED       NJGS
 LY0395  HISTORY     - 1934     GOOD             NGS
 LY0395
 LY0395                          STATION DESCRIPTION
 LY0395
 LY0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0395'AT BUTLER.
 LY0395'AT BUTLER, MORRIS COUNTY, ON BOONTON AVENUE, 160 FEET WEST OF
 LY0395'THE NEW YORK, SUSQUEHANNA AND WESTERN RAILROAD TRACK, AT THE
 LY0395'SOUTHWEST CORNER OF THE FIRST NATIONAL BANK BUILDING, AND ON
 LY0395'THE WEST END OF THE TOP STEP OF THE ENTRANCE.  A CHISELED
 LY0395'CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1401 ***********************************************************************
 KV1401  DESIGNATION -  34.00
 KV1401  PID         -  KV1401
 KV1401  STATE/COUNTY-  NJ/SOMERSET
 KV1401  USGS QUAD   -  BOUND BROOK (1995)
 KV1401
 KV1401                         *CURRENT SURVEY CONTROL
 KV1401  ___________________________________________________________________
 KV1401* NAD 83(1986)-  40 33 45.     (N)    074 35 53.     (W)     SCALED    
 KV1401* NAVD 88     -        21.439  (meters)      70.34   (feet)  ADJUSTED  
 KV1401  ___________________________________________________________________
 KV1401  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KV1401  DYNAMIC HT  -          21.429 (meters)      70.31  (feet)  COMP
 KV1401  MODELED GRAV-     980,173.8   (mgal)                       NAVD 88
 KV1401
 KV1401  VERT ORDER  -  SECOND    CLASS 0
 KV1401
 KV1401.The horizontal coordinates were scaled from a topographic map and have
 KV1401.an estimated accuracy of +/- 6 seconds.
 KV1401
 KV1401.The orthometric height was determined by differential leveling
 KV1401.and adjusted by the National Geodetic Survey in June 1991..
 KV1401
 KV1401.The geoid height was determined by GEOID03.
 KV1401
 KV1401.The dynamic height is computed by dividing the NAVD 88
 KV1401.geopotential number by the normal gravity value computed on the
 KV1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1401.degrees latitude (g = 980.6199 gals.).
 KV1401
 KV1401.The modeled gravity was interpolated from observed gravity values.
 KV1401
 KV1401;                    North         East    Units  Estimated Accuracy
 KV1401;SPC NJ       -   191,970.      141,700.      MT  (+/- 180 meters Scaled)
 KV1401
 KV1401                          SUPERSEDED SURVEY CONTROL
 KV1401
 KV1401  NGVD 29 (??/??/??)   21.713  (m)           71.24   (f) ADJUSTED    2 0
 KV1401
 KV1401.Superseded values are not recommended for survey control.
 KV1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1401.See file dsdata.txt to determine how the superseded data were derived.
 KV1401
 KV1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK340902(NAD 83)
 KV1401_MARKER: Q = CHISELED SQUARE
 KV1401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1401_SP_SET: SIGNAL TOWER BASE
 KV1401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1401
 KV1401  HISTORY     - Date     Condition        Report By
 KV1401  HISTORY     - UNK      MONUMENTED       CGS
 KV1401  HISTORY     - 1935     GOOD             CGS
 KV1401  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 KV1401
 KV1401                          STATION DESCRIPTION
 KV1401
 KV1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1401'0.6 MI E FROM SOMERVILLE.
 KV1401'0.6 MILE EAST ALONG THE CENTRAL RAILROAD CO. OF NEW JERSEY
 KV1401'RAILROAD FROM THE COUNTY COURTHOUSE AT SOMERVILLE, SOMERSET
 KV1401'COUNTY, 300 YARDS SOUTH OF MILEPOST 34, AT A SIGNAL TOWER, AND
 KV1401'ON THE TOP OF THE SOUTHWEST CORNER OF THE SOUTH BASE.
 KV1401
 KV1401                          STATION RECOVERY (1998)
 KV1401
 KV1401'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV1401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0397 ***********************************************************************
 LY0397  DESIGNATION -  342.4
 LY0397  PID         -  LY0397
 LY0397  STATE/COUNTY-  NJ/MORRIS
 LY0397  USGS QUAD   -  WANAQUE (1971)
 LY0397
 LY0397                         *CURRENT SURVEY CONTROL
 LY0397  ___________________________________________________________________
 LY0397* NAD 83(1986)-  41 00 18.     (N)    074 20 46.     (W)     SCALED    
 LY0397* NAVD 88     -       104.110  (meters)     341.57   (feet)  ADJUSTED  
 LY0397  ___________________________________________________________________
 LY0397  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LY0397  DYNAMIC HT  -         104.066 (meters)     341.42  (feet)  COMP
 LY0397  MODELED GRAV-     980,197.9   (mgal)                       NAVD 88
 LY0397
 LY0397  VERT ORDER  -  FIRST     CLASS II
 LY0397
 LY0397.The horizontal coordinates were scaled from a topographic map and have
 LY0397.an estimated accuracy of +/- 6 seconds.
 LY0397
 LY0397.The orthometric height was determined by differential leveling
 LY0397.and adjusted by the National Geodetic Survey in June 1991..
 LY0397
 LY0397.The geoid height was determined by GEOID03.
 LY0397
 LY0397.The dynamic height is computed by dividing the NAVD 88
 LY0397.geopotential number by the normal gravity value computed on the
 LY0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0397.degrees latitude (g = 980.6199 gals.).
 LY0397
 LY0397.The modeled gravity was interpolated from observed gravity values.
 LY0397
 LY0397;                    North         East    Units  Estimated Accuracy
 LY0397;SPC NJ       -   241,110.      162,950.      MT  (+/- 180 meters Scaled)
 LY0397
 LY0397                          SUPERSEDED SURVEY CONTROL
 LY0397
 LY0397  NGVD 29 (??/??/92)  104.340  (m)          342.32   (f) ADJ UNCH    1 2
 LY0397
 LY0397.Superseded values are not recommended for survey control.
 LY0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0397.See file dsdata.txt to determine how the superseded data were derived.
 LY0397
 LY0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL549395(NAD 83)
 LY0397_MARKER: X = CHISELED CROSS
 LY0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0397_SP_SET: ABUTMENT
 LY0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0397
 LY0397  HISTORY     - Date     Condition        Report By
 LY0397  HISTORY     - UNK      MONUMENTED       NJGS
 LY0397  HISTORY     - 1934     GOOD             NGS
 LY0397
 LY0397                          STATION DESCRIPTION
 LY0397
 LY0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0397'AT BUTLER.
 LY0397'AT BUTLER, MORRIS COUNTY, ABOUT 1,000 FEET WEST OF THE NEW
 LY0397'YORK, SUSQUEHNNA AND WESTERN RAILROAD STATION, AT BRIDGE 37.84
 LY0397'OVER PEQUANNOCK RIVER, ON THE OUTER EDGE OF THE NORTH END OF
 LY0397'THE EAST ABUTMENT, AND 5.7 FEET LOWER THAN THE BASE OF THE
 LY0397'RAIL.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0356 ***********************************************************************
 LY0356  DESIGNATION -  344.00
 LY0356  PID         -  LY0356
 LY0356  STATE/COUNTY-  NJ/BERGEN
 LY0356  USGS QUAD   -  RAMSEY (1995)
 LY0356
 LY0356                         *CURRENT SURVEY CONTROL
 LY0356  ___________________________________________________________________
 LY0356* NAD 83(1986)-  41 03 26.     (N)    074 08 30.     (W)     SCALED    
 LY0356* NAVD 88     -       104.283  (meters)     342.14   (feet)  ADJUSTED  
 LY0356  ___________________________________________________________________
 LY0356  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 LY0356  DYNAMIC HT  -         104.240 (meters)     341.99  (feet)  COMP
 LY0356  MODELED GRAV-     980,216.6   (mgal)                       NAVD 88
 LY0356
 LY0356  VERT ORDER  -  FIRST     CLASS II
 LY0356
 LY0356.The horizontal coordinates were scaled from a topographic map and have
 LY0356.an estimated accuracy of +/- 6 seconds.
 LY0356
 LY0356.The orthometric height was determined by differential leveling
 LY0356.and adjusted by the National Geodetic Survey in October 1996..
 LY0356
 LY0356.The geoid height was determined by GEOID03.
 LY0356
 LY0356.The dynamic height is computed by dividing the NAVD 88
 LY0356.geopotential number by the normal gravity value computed on the
 LY0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0356.degrees latitude (g = 980.6199 gals.).
 LY0356
 LY0356.The modeled gravity was interpolated from observed gravity values.
 LY0356
 LY0356;                    North         East    Units  Estimated Accuracy
 LY0356;SPC NJ       -   246,960.      180,120.      MT  (+/- 180 meters Scaled)
 LY0356
 LY0356                          SUPERSEDED SURVEY CONTROL
 LY0356
 LY0356  NAVD 88 (06/15/91)  104.280  (m)          342.13   (f) UNKNOWN     1 2
 LY0356  NGVD 29 (??/??/92)  104.564  (m)          343.06   (f) ADJ UNCH    1 2
 LY0356
 LY0356.Superseded values are not recommended for survey control.
 LY0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0356.See file dsdata.txt to determine how the superseded data were derived.
 LY0356
 LY0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL721454(NAD 83)
 LY0356_MARKER: X = CHISELED CROSS
 LY0356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0356_SP_SET: TOP OF GRANITE COPING
 LY0356_MARK LOGO: NONE  
 LY0356_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0356+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2006
 LY0356
 LY0356  HISTORY     - Date     Condition        Report By
 LY0356  HISTORY     - 1933     MONUMENTED       NJGS
 LY0356  HISTORY     - 1933     GOOD             NGS
 LY0356  HISTORY     - 1989     GOOD             USPSQD
 LY0356  HISTORY     - 19940602 GOOD             NJGS
 LY0356  HISTORY     - 20060621 GOOD             GEOCAC
 LY0356
 LY0356                          STATION DESCRIPTION
 LY0356
 LY0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LY0356'AT RAMSEY.
 LY0356'AT RAMSEY, BERGEN COUNTY, 120 FEET NORTHEAST OF THE ERIE LACKAWANNA
 LY0356'RAILROAD STATION, ON MAIN STREET, 23.5 FEET FROM THE NORTHEAST
 LY0356'CORNER OF THE DATER BUILDING, AT THE NORTHEAST CORNER OF THE
 LY0356'RAMSEY JOURNAL BUILDING, ON THE TOP OF THE WATER TABLE, AND ABOUT
 LY0356'6 INCHES ABOVE THE SIDEWALK.  A CHISELED CROSS.
 LY0356
 LY0356                          STATION RECOVERY (1989)
 LY0356
 LY0356'RECOVERY NOTE BY US POWER SQUADRON 1989 (HK)
 LY0356'RECOVERED IN GOOD CONDITION.
 LY0356
 LY0356                          STATION RECOVERY (1994)
 LY0356
 LY0356'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 LY0356'RECOVERED AS DESCRIBED.  THE BUILDING IS NOW USED BY THE RAMSEY PRESS.
 LY0356'THE MARK IS SET IN THE TOP OF A GRANITE COPING, JUST ABOVE THE LEVEL
 LY0356'OF THE SIDEWALK.
 LY0356
 LY0356                          STATION RECOVERY (2006)
 LY0356
 LY0356'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 LY0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1399 ***********************************************************************
 KV1399  DESIGNATION -  34.61
 KV1399  PID         -  KV1399
 KV1399  STATE/COUNTY-  NJ/SOMERSET
 KV1399  USGS QUAD   -  BOUND BROOK (1995)
 KV1399
 KV1399                         *CURRENT SURVEY CONTROL
 KV1399  ___________________________________________________________________
 KV1399* NAD 83(1986)-  40 33 56.     (N)    074 36 45.     (W)     SCALED    
 KV1399* NAVD 88     -        20.898  (meters)      68.56   (feet)  ADJUSTED  
 KV1399  ___________________________________________________________________
 KV1399  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KV1399  DYNAMIC HT  -          20.889 (meters)      68.53  (feet)  COMP
 KV1399  MODELED GRAV-     980,173.8   (mgal)                       NAVD 88
 KV1399
 KV1399  VERT ORDER  -  FIRST     CLASS II
 KV1399
 KV1399.The horizontal coordinates were scaled from a topographic map and have
 KV1399.an estimated accuracy of +/- 6 seconds.
 KV1399
 KV1399.The orthometric height was determined by differential leveling
 KV1399.and adjusted by the National Geodetic Survey in June 1991..
 KV1399
 KV1399.The geoid height was determined by GEOID03.
 KV1399
 KV1399.The dynamic height is computed by dividing the NAVD 88
 KV1399.geopotential number by the normal gravity value computed on the
 KV1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1399.degrees latitude (g = 980.6199 gals.).
 KV1399
 KV1399.The modeled gravity was interpolated from observed gravity values.
 KV1399
 KV1399;                    North         East    Units  Estimated Accuracy
 KV1399;SPC NJ       -   192,310.      140,470.      MT  (+/- 180 meters Scaled)
 KV1399
 KV1399                          SUPERSEDED SURVEY CONTROL
 KV1399
 KV1399  NGVD 29 (??/??/??)   21.171  (m)           69.46   (f) ADJUSTED    1 2
 KV1399
 KV1399.Superseded values are not recommended for survey control.
 KV1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1399.See file dsdata.txt to determine how the superseded data were derived.
 KV1399
 KV1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK328906(NAD 83)
 KV1399_MARKER: Q = CHISELED SQUARE
 KV1399_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1399_SP_SET: BRIDGE
 KV1399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1399
 KV1399  HISTORY     - Date     Condition        Report By
 KV1399  HISTORY     - UNK      MONUMENTED       CGS
 KV1399  HISTORY     - 1942     GOOD             CGS
 KV1399  HISTORY     - 20021130 MARK NOT FOUND   USPSQD
 KV1399
 KV1399                          STATION DESCRIPTION
 KV1399
 KV1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1399'0.2 MI W FROM SOMERVILLE.
 KV1399'0.2 MILE SOUTHWEST ALONG THE CENTRAL RAILROAD CO. OF NEW
 KV1399'JERSEY RAILROAD FROM THE COUNTY COURTHOUSE AT SOMERVILLE,
 KV1399'SOMERSET COUNTY, 200 YARDS NORTHEAST OF THE PASSENGER STATION,
 KV1399'AT A BARIGE OVER A 4-LANE HIGHWAY, AND ON THE TOP OF THE
 KV1399'NORTHWEST END OF THE NORTHEAST ABUTMENT.
 KV1399
 KV1399                          STATION RECOVERY (2002)
 KV1399
 KV1399'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV1399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0208 ***********************************************************************
 KV0208  DESIGNATION -  351 NJGS
 KV0208  PID         -  KV0208
 KV0208  STATE/COUNTY-  NJ/MIDDLESEX
 KV0208  USGS QUAD   -  ARTHUR KILL (1981)
 KV0208
 KV0208                         *CURRENT SURVEY CONTROL
 KV0208  ___________________________________________________________________
 KV0208* NAD 83(1986)-  40 34 24.     (N)    074 13 14.     (W)     SCALED    
 KV0208* NAVD 88     -         9.421  (meters)      30.91   (feet)  ADJUSTED  
 KV0208  ___________________________________________________________________
 KV0208  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV0208  DYNAMIC HT  -           9.417 (meters)      30.90  (feet)  COMP
 KV0208  MODELED GRAV-     980,221.5   (mgal)                       NAVD 88
 KV0208
 KV0208  VERT ORDER  -  FIRST     CLASS II
 KV0208
 KV0208.The horizontal coordinates were scaled from a topographic map and have
 KV0208.an estimated accuracy of +/- 6 seconds.
 KV0208
 KV0208.The orthometric height was determined by differential leveling
 KV0208.and adjusted by the National Geodetic Survey in June 1991..
 KV0208
 KV0208.The geoid height was determined by GEOID03.
 KV0208
 KV0208.The dynamic height is computed by dividing the NAVD 88
 KV0208.geopotential number by the normal gravity value computed on the
 KV0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0208.degrees latitude (g = 980.6199 gals.).
 KV0208
 KV0208.The modeled gravity was interpolated from observed gravity values.
 KV0208
 KV0208;                    North         East    Units  Estimated Accuracy
 KV0208;SPC NJ       -   193,210.      173,660.      MT  (+/- 180 meters Scaled)
 KV0208
 KV0208                          SUPERSEDED SURVEY CONTROL
 KV0208
 KV0208  NGVD 29 (04/16/92)    9.740  (m)           31.96   (f) ADJUSTED    1 2
 KV0208
 KV0208.Superseded values are not recommended for survey control.
 KV0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0208.See file dsdata.txt to determine how the superseded data were derived.
 KV0208
 KV0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK659916(NAD 83)
 KV0208_MARKER: DD = SURVEY DISK
 KV0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0208_STAMPING: 351
 KV0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0208+STABILITY: SURFACE MOTION
 KV0208
 KV0208  HISTORY     - Date     Condition        Report By
 KV0208  HISTORY     - 1952     MONUMENTED       NJGS
 KV0208  HISTORY     - 1952     GOOD             CGS
 KV0208  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV0208
 KV0208                          STATION DESCRIPTION
 KV0208
 KV0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0208'AT CARTERET.
 KV0208'AT CARTERET, ABOUT 70 YARDS SOUTH AND ACROSS ROOSEVELT AVENUE
 KV0208'FROM COLUMBUS SCHOOL, AT THE JUNCTION OF PULASKI AND ROOSEVELT
 KV0208'AVENUES, 6 FEET SOUTHEAST OF SOUTHEAST CURB OF ROOSEVELT AVENUE,
 KV0208'6 FEET SOUTHWEST OF EXTENDED SOUTHWEST CURB OF PULASKI AVENUE, 1
 KV0208'FOOT NORTHWEST OF A WOVEN WIRE FENCE, 6 INCHES SOUTHEAST OF
 KV0208'SOUTHEAST EDGE OF A SIDE WALK, ABOUT LEVEL WITH WALK AND SET IN
 KV0208'THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 KV0208
 KV0208                          STATION RECOVERY (1989)
 KV0208
 KV0208'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0204 ***********************************************************************
 KV0204  DESIGNATION -  354 NJGS
 KV0204  PID         -  KV0204
 KV0204  STATE/COUNTY-  NJ/MIDDLESEX
 KV0204  USGS QUAD   -  PERTH AMBOY (1981)
 KV0204
 KV0204                         *CURRENT SURVEY CONTROL
 KV0204  ___________________________________________________________________
 KV0204* NAD 83(1986)-  40 34 03.     (N)    074 15 00.     (W)     SCALED    
 KV0204* NAVD 88     -         6.024  (meters)      19.76   (feet)  ADJUSTED  
 KV0204  ___________________________________________________________________
 KV0204  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV0204  DYNAMIC HT  -           6.022 (meters)      19.76  (feet)  COMP
 KV0204  MODELED GRAV-     980,218.0   (mgal)                       NAVD 88
 KV0204
 KV0204  VERT ORDER  -  FIRST     CLASS II
 KV0204
 KV0204.The horizontal coordinates were scaled from a topographic map and have
 KV0204.an estimated accuracy of +/- 6 seconds.
 KV0204
 KV0204.The orthometric height was determined by differential leveling
 KV0204.and adjusted by the National Geodetic Survey in June 1991..
 KV0204
 KV0204.The geoid height was determined by GEOID03.
 KV0204
 KV0204.The dynamic height is computed by dividing the NAVD 88
 KV0204.geopotential number by the normal gravity value computed on the
 KV0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0204.degrees latitude (g = 980.6199 gals.).
 KV0204
 KV0204.The modeled gravity was interpolated from observed gravity values.
 KV0204
 KV0204;                    North         East    Units  Estimated Accuracy
 KV0204;SPC NJ       -   192,550.      171,170.      MT  (+/- 180 meters Scaled)
 KV0204
 KV0204                          SUPERSEDED SURVEY CONTROL
 KV0204
 KV0204  NGVD 29 (04/16/92)    6.340  (m)           20.80   (f) ADJUSTED    1 2
 KV0204
 KV0204.Superseded values are not recommended for survey control.
 KV0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0204.See file dsdata.txt to determine how the superseded data were derived.
 KV0204
 KV0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK634910(NAD 83)
 KV0204_MARKER: DD = SURVEY DISK
 KV0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0204_STAMPING: 354
 KV0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0204+STABILITY: SURFACE MOTION
 KV0204
 KV0204  HISTORY     - Date     Condition        Report By
 KV0204  HISTORY     - 1952     MONUMENTED       NJGS
 KV0204  HISTORY     - 1952     GOOD             CGS
 KV0204
 KV0204                          STATION DESCRIPTION
 KV0204
 KV0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0204'AT PORT READING.
 KV0204'AT PORT READING, AT THE CROSSING OF CARTERET ROAD AND THE
 KV0204'CENTRAL RAILROAD OF NEW JERSEY, 15 FEET NORTHWEST OF NORTHWEST
 KV0204'RAIL OF NORTHWEST TRACK, ABOUT 200 FEET NORTH AND ACROSS CARTERET
 KV0204'ROAD FROM THE STATION, 2 1/2 FEET SOUTH OF SOUTH EDGE OF A SIDE
 KV0204'WALK, 1 1/2 FEET NORTH OF NORTH CURB OF CARTERET STREET, 6 FEET
 KV0204'SOUTHWEST OF CONCRETE BASE OF TRAFFIC GATE, AND SET IN THE
 KV0204'TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8460 ***********************************************************************
 AI8460  DESIGNATION -  360
 AI8460  PID         -  AI8460
 AI8460  STATE/COUNTY-  NJ/MIDDLESEX
 AI8460  USGS QUAD   -  SOUTH AMBOY (1981)
 AI8460
 AI8460                         *CURRENT SURVEY CONTROL
 AI8460  ___________________________________________________________________
 AI8460* NAD 83(1986)-  40 29 02.     (N)    074 17 09.     (W)     SCALED    
 AI8460* NAVD 88     -        16.148  (meters)      52.98   (feet)  ADJUSTED  
 AI8460  ___________________________________________________________________
 AI8460  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 AI8460  DYNAMIC HT  -          16.142 (meters)      52.96  (feet)  COMP
 AI8460  MODELED GRAV-     980,216.0   (mgal)                       NAVD 88
 AI8460
 AI8460  VERT ORDER  -  FIRST     CLASS II
 AI8460
 AI8460.The horizontal coordinates were scaled from a topographic map and have
 AI8460.an estimated accuracy of +/- 6 seconds.
 AI8460
 AI8460.The orthometric height was determined by differential leveling
 AI8460.and adjusted by the National Geodetic Survey in March 2001..
 AI8460.No vertical observational check was made to the station.
 AI8460
 AI8460.The geoid height was determined by GEOID03.
 AI8460
 AI8460.The dynamic height is computed by dividing the NAVD 88
 AI8460.geopotential number by the normal gravity value computed on the
 AI8460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8460.degrees latitude (g = 980.6199 gals.).
 AI8460
 AI8460.The modeled gravity was interpolated from observed gravity values.
 AI8460
 AI8460;                    North         East    Units  Estimated Accuracy
 AI8460;SPC NJ       -   183,260.      168,160.      MT  (+/- 180 meters Scaled)
 AI8460
 AI8460                          SUPERSEDED SURVEY CONTROL
 AI8460
 AI8460.No superseded survey control is available for this station.
 AI8460
 AI8460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK605817(NAD 83)
 AI8460_MARKER: DD = SURVEY DISK
 AI8460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8460_STAMPING: 360
 AI8460_MARK LOGO: CGS+SS
 AI8460_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8460+STABILITY: SURFACE MOTION
 AI8460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8460+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1998
 AI8460
 AI8460  HISTORY     - Date     Condition        Report By
 AI8460  HISTORY     - 1935     MONUMENTED       NJGS
 AI8460  HISTORY     - 19980521 GOOD             NJGS
 AI8460
 AI8460                          STATION DESCRIPTION
 AI8460
 AI8460'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI8460'THE STATION IS LOCATED IN THE CITY OF SOUTH AMBOY AT THE SOUTHEAST
 AI8460'CORNER OF THE INTERSECTION OF MAIN STREET AND NORTH STEVENS AVENUE. TO
 AI8460'REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND BROADWAY,
 AI8460'GO SOUTHWEST ON MAIN STREET FOR 0.2 MI (0.3 KM) TO THE STATION ON THE
 AI8460'LEFT.  THE STATION IS 0.9 M (3.0 FT) WEST FROM A FIRE HYDRANT, 0.7 M
 AI8460'(2.3 FT) NORTHWEST FROM AN 8 INCH DIAMETER STEEL POLE, 7.0 M (23.0 FT)
 AI8460'NORTHWEST FROM THE NORTHWEST CORNER OF A TWO STORY BRICK BUILDING, 7.8
 AI8460'M (25.6 FT) SOUTHWEST FROM POLE NUMBER BT 296 SA AND 8.5 M (27.9 FT)
 AI8460'NORTH FROM POLE NUMBER BT 216 SA.  THE STATION IS SET FLUSH WITH THE
 AI8460'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8461 ***********************************************************************
 AI8461  DESIGNATION -  361
 AI8461  PID         -  AI8461
 AI8461  STATE/COUNTY-  NJ/MIDDLESEX
 AI8461  USGS QUAD   -  SOUTH AMBOY (1981)
 AI8461
 AI8461                         *CURRENT SURVEY CONTROL
 AI8461  ___________________________________________________________________
 AI8461* NAD 83(1986)-  40 28 51.     (N)    074 17 19.     (W)     SCALED    
 AI8461* NAVD 88     -        29.907  (meters)      98.12   (feet)  ADJUSTED  
 AI8461  ___________________________________________________________________
 AI8461  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 AI8461  DYNAMIC HT  -          29.894 (meters)      98.08  (feet)  COMP
 AI8461  MODELED GRAV-     980,215.6   (mgal)                       NAVD 88
 AI8461
 AI8461  VERT ORDER  -  FIRST     CLASS II
 AI8461
 AI8461.The horizontal coordinates were scaled from a topographic map and have
 AI8461.an estimated accuracy of +/- 6 seconds.
 AI8461
 AI8461.The orthometric height was determined by differential leveling
 AI8461.and adjusted by the National Geodetic Survey in March 2001..
 AI8461.No vertical observational check was made to the station.
 AI8461
 AI8461.The geoid height was determined by GEOID03.
 AI8461
 AI8461.The dynamic height is computed by dividing the NAVD 88
 AI8461.geopotential number by the normal gravity value computed on the
 AI8461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8461.degrees latitude (g = 980.6199 gals.).
 AI8461
 AI8461.The modeled gravity was interpolated from observed gravity values.
 AI8461
 AI8461;                    North         East    Units  Estimated Accuracy
 AI8461;SPC NJ       -   182,920.      167,920.      MT  (+/- 180 meters Scaled)
 AI8461
 AI8461                          SUPERSEDED SURVEY CONTROL
 AI8461
 AI8461.No superseded survey control is available for this station.
 AI8461
 AI8461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK602813(NAD 83)
 AI8461_MARKER: DD = SURVEY DISK
 AI8461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8461_STAMPING: 361
 AI8461_MARK LOGO: CGS+SS
 AI8461_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8461+STABILITY: SURFACE MOTION
 AI8461_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8461+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1998
 AI8461
 AI8461  HISTORY     - Date     Condition        Report By
 AI8461  HISTORY     - 1935     MONUMENTED       NJGS
 AI8461  HISTORY     - 19980521 GOOD             NJGS
 AI8461
 AI8461                          STATION DESCRIPTION
 AI8461
 AI8461'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI8461'THE STATION IS LOCATED IN THE CITY OF SOUTH AMBOY AT THE NORTHEAST
 AI8461'CORNER OF THE INTERSECTION OF MAIN STREET AND FELTUS STREET.  TO REACH
 AI8461'THE STATION FROM THE INTERSECTION OF MAIN STREET AND BROADWAY, GO
 AI8461'SOUTHWEST ON MAIN STREET FOR 0.4 MI (0.6 KM) TO THE STATION ON THE
 AI8461'RIGHT.  THE STATION IS 1.4 M (4.6 FT) SOUTHEAST FROM POLE NUMBER JC
 AI8461'238 SA, 9.7 M (31.8 FT) SOUTHEAST FROM THE WEST CORNER OF A TWO STORY
 AI8461'STUCCO BUILDING AND 4.4 M (14.4 FT) SOUTH FROM THE SOUTHEAST CORNER OF
 AI8461'A TWO STORY STUCCO BUILDING.  THE STATION IS SET FLUSH WITH THE
 AI8461'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0125 ***********************************************************************
 KV0125  DESIGNATION -  37 C OF L
 KV0125  PID         -  KV0125
 KV0125  STATE/COUNTY-  NJ/BERGEN
 KV0125  USGS QUAD   -  ORANGE (1981)
 KV0125
 KV0125                         *CURRENT SURVEY CONTROL
 KV0125  ___________________________________________________________________
 KV0125* NAD 83(1986)-  40 49 16.     (N)    074 07 37.     (W)     SCALED    
 KV0125* NAVD 88     -        11.06   (+/-2cm)      36.3    (feet)  VERTCON   
 KV0125  ___________________________________________________________________
 KV0125  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV0125
 KV0125  VERT ORDER  -  ? (See Below)
 KV0125
 KV0125.The horizontal coordinates were scaled from a topographic map and have
 KV0125.an estimated accuracy of +/- 6 seconds.
 KV0125
 KV0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV0125.The vertical order pertains to the NGVD 29 superseded value.
 KV0125
 KV0125.The geoid height was determined by GEOID03.
 KV0125
 KV0125;                    North         East    Units  Estimated Accuracy
 KV0125;SPC NJ       -   220,750.      181,470.      MT  (+/- 180 meters Scaled)
 KV0125
 KV0125                          SUPERSEDED SURVEY CONTROL
 KV0125
 KV0125  NGVD 29 (??/??/??)   11.371  (m)           37.31   (f) ADJUSTED    ?  
 KV0125
 KV0125.Superseded values are not recommended for survey control.
 KV0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0125.See file dsdata.txt to determine how the superseded data were derived.
 KV0125
 KV0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL736192(NAD 83)
 KV0125_MARKER: X = CHISELED CROSS
 KV0125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0125_SP_SET: ABUTMENT
 KV0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0125
 KV0125  HISTORY     - Date     Condition        Report By
 KV0125  HISTORY     - 1933     MONUMENTED       NJ1775
 KV0125  HISTORY     - 1934     GOOD             CGS
 KV0125  HISTORY     - 20060413 GOOD             GEOCAC
 KV0125
 KV0125                          STATION DESCRIPTION
 KV0125
 KV0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0125'AT LYNDHURST.
 KV0125'AT LYNDHURST, BERGEN COUNTY, 0.3 MILE WEST ALONG THE DELAWARE,
 KV0125'LACKAWANNA AND WESTERN RAILROAD FROM THE STATION, AT THE WEST
 KV0125'END OF THE BRIDGE OVER PASSAIC RIVER, AND ON THE TOP OF THE
 KV0125'NORTH CAPSTONE OF THE WEST ABUTMENT.  A CHISELED CROSS.  NOTE-- THE
 KV0125'DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE
 KV0125'LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE
 KV0125'LACKAWANNA RAILROAD.
 KV0125
 KV0125                          STATION RECOVERY (2006)
 KV0125
 KV0125'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0816 ***********************************************************************
 KU0816  DESIGNATION -  37.39
 KU0816  PID         -  KU0816
 KU0816  STATE/COUNTY-  NJ/MONMOUTH
 KU0816  USGS QUAD   -  LONG BRANCH (1981)
 KU0816
 KU0816                         *CURRENT SURVEY CONTROL
 KU0816  ___________________________________________________________________
 KU0816* NAD 83(1986)-  40 15 55.     (N)    073 59 51.     (W)     SCALED    
 KU0816* NAVD 88     -        10.987  (meters)      36.05   (feet)  ADJUSTED  
 KU0816  ___________________________________________________________________
 KU0816  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KU0816  DYNAMIC HT  -          10.982 (meters)      36.03  (feet)  COMP
 KU0816  MODELED GRAV-     980,173.9   (mgal)                       NAVD 88
 KU0816
 KU0816  VERT ORDER  -  FIRST     CLASS II
 KU0816
 KU0816.The horizontal coordinates were scaled from a topographic map and have
 KU0816.an estimated accuracy of +/- 6 seconds.
 KU0816
 KU0816.The orthometric height was determined by differential leveling
 KU0816.and adjusted by the National Geodetic Survey in June 1991..
 KU0816
 KU0816.The geoid height was determined by GEOID03.
 KU0816
 KU0816.The dynamic height is computed by dividing the NAVD 88
 KU0816.geopotential number by the normal gravity value computed on the
 KU0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0816.degrees latitude (g = 980.6199 gals.).
 KU0816
 KU0816.The modeled gravity was interpolated from observed gravity values.
 KU0816
 KU0816;                    North         East    Units  Estimated Accuracy
 KU0816;SPC NJ       -   159,090.      192,740.      MT  (+/- 180 meters Scaled)
 KU0816
 KU0816                          SUPERSEDED SURVEY CONTROL
 KU0816
 KU0816  NGVD 29 (??/??/92)   11.35   (m)           37.2    (f) COMPUTED    1 2
 KU0816
 KU0816.Superseded values are not recommended for survey control.
 KU0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0816.See file dsdata.txt to determine how the superseded data were derived.
 KU0816
 KU0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK852576(NAD 83)
 KU0816_MARKER: X = CHISELED CROSS
 KU0816_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0816_SP_SET: BUILDING
 KU0816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0816
 KU0816  HISTORY     - Date     Condition        Report By
 KU0816  HISTORY     - UNK      MONUMENTED       NJGS
 KU0816  HISTORY     - 1937     POOR             NGS
 KU0816  HISTORY     - 1964     MARK NOT FOUND   NGS
 KU0816
 KU0816                          STATION DESCRIPTION
 KU0816
 KU0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 KU0816'AT ELBERON.
 KU0816'AT ELBERON, ON THE PENNSYLVANIA RAILROAD, AT THE STATION, ON THE
 KU0816'WEST SIDE OF THE BUILDING, 45 FEET EAST OF THE CENTERLINE OF THE
 KU0816'EAST TRACK, AT THE MOST SOUTHERLY DOOR, ON THE NORTH END OF THE
 KU0816'DOORSILL.  A CHISELED CROSS.
 KU0816
 KU0816                          STATION RECOVERY (1964)
 KU0816
 KU0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU0816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0672 ***********************************************************************
 JU0672  DESIGNATION -  37.59 NJGS
 JU0672  PID         -  JU0672
 JU0672  STATE/COUNTY-  NJ/GLOUCESTER
 JU0672  USGS QUAD   -  WOODBURY (1995)
 JU0672
 JU0672                         *CURRENT SURVEY CONTROL
 JU0672  ___________________________________________________________________
 JU0672* NAD 83(1986)-  39 50 03.     (N)    075 09 02.     (W)     SCALED    
 JU0672* NAVD 88     -        11.240  (meters)      36.88   (feet)  POSTED    
 JU0672  ___________________________________________________________________
 JU0672  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU0672  DYNAMIC HT  -          11.230 (meters)      36.84  (feet)  COMP
 JU0672  MODELED GRAV-     980,174.6   (mgal)                       NAVD 88
 JU0672
 JU0672  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0672
 JU0672.The horizontal coordinates were scaled from a topographic map and have
 JU0672.an estimated accuracy of +/- 6 seconds.
 JU0672
 JU0672.The orthometric height was determined by differential leveling
 JU0672.and adjusted by the National Geodetic Survey in 1992..
 JU0672.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0672.rate of 0.0 thru 1.0 mm/km.
 JU0672
 JU0672.The geoid height was determined by GEOID03.
 JU0672
 JU0672.The dynamic height is computed by dividing the NAVD 88
 JU0672.geopotential number by the normal gravity value computed on the
 JU0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0672.degrees latitude (g = 980.6199 gals.).
 JU0672
 JU0672.The modeled gravity was interpolated from observed gravity values.
 JU0672
 JU0672;                    North         East    Units  Estimated Accuracy
 JU0672;SPC NJ       -   111,310.       94,320.      MT  (+/- 180 meters Scaled)
 JU0672
 JU0672                          SUPERSEDED SURVEY CONTROL
 JU0672
 JU0672  NGVD 29 (??/??/??)   11.601  (m)           38.06   (f) ADJUSTED    1 2
 JU0672
 JU0672.Superseded values are not recommended for survey control.
 JU0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0672.See file dsdata.txt to determine how the superseded data were derived.
 JU0672
 JU0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK871093(NAD 83)
 JU0672_MARKER: X = CHISELED CROSS
 JU0672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0672_SP_SET: STONE DOORSILL
 JU0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0672
 JU0672  HISTORY     - Date     Condition        Report By
 JU0672  HISTORY     - UNK      MONUMENTED       NJGS
 JU0672  HISTORY     - 1930     GOOD             CGS
 JU0672  HISTORY     - 1946     GOOD             CGS
 JU0672  HISTORY     - 19981114 GOOD             USPSQD
 JU0672
 JU0672                          STATION DESCRIPTION
 JU0672
 JU0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0672'AT WOODBURY.
 JU0672'AT WOODBURY, GLOUCESTER COUNTY, ON THE PENNSYLVANIA-READING
 JU0672'SEASHORE LINES, JUST SOUTH OF THE STATION, AT THE G.G. GREEN
 JU0672'BRICK LABORATORY (IN 1934), AT THE FRONT ENTRANCE, AND ON THE
 JU0672'SOUTH END OF THE STONE DOORSILL.  A CHISELED CROSS.
 JU0672
 JU0672                          STATION RECOVERY (1946)
 JU0672
 JU0672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 JU0672'RECOVERED IN GOOD CONDITION.
 JU0672
 JU0672                          STATION RECOVERY (1998)
 JU0672
 JU0672'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0400 ***********************************************************************
 LY0400  DESIGNATION -  38.0
 LY0400  PID         -  LY0400
 LY0400  STATE/COUNTY-  NJ/PASSAIC
 LY0400  USGS QUAD   -  WANAQUE (1971)
 LY0400
 LY0400                         *CURRENT SURVEY CONTROL
 LY0400  ___________________________________________________________________
 LY0400* NAD 83(1986)-  41 00 47.     (N)    074 21 20.     (W)     SCALED    
 LY0400* NAVD 88     -       123.611  (meters)     405.55   (feet)  ADJUSTED  
 LY0400  ___________________________________________________________________
 LY0400  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 LY0400  DYNAMIC HT  -         123.558 (meters)     405.37  (feet)  COMP
 LY0400  MODELED GRAV-     980,194.1   (mgal)                       NAVD 88
 LY0400
 LY0400  VERT ORDER  -  FIRST     CLASS II
 LY0400
 LY0400.The horizontal coordinates were scaled from a topographic map and have
 LY0400.an estimated accuracy of +/- 6 seconds.
 LY0400
 LY0400.The orthometric height was determined by differential leveling
 LY0400.and adjusted by the National Geodetic Survey in June 1991..
 LY0400
 LY0400.The geoid height was determined by GEOID03.
 LY0400
 LY0400.The dynamic height is computed by dividing the NAVD 88
 LY0400.geopotential number by the normal gravity value computed on the
 LY0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0400.degrees latitude (g = 980.6199 gals.).
 LY0400
 LY0400.The modeled gravity was interpolated from observed gravity values.
 LY0400
 LY0400;                    North         East    Units  Estimated Accuracy
 LY0400;SPC NJ       -   242,010.      162,150.      MT  (+/- 180 meters Scaled)
 LY0400
 LY0400                          SUPERSEDED SURVEY CONTROL
 LY0400
 LY0400  NGVD 29 (??/??/92)  123.838  (m)          406.29   (f) ADJ UNCH    1 2
 LY0400
 LY0400.Superseded values are not recommended for survey control.
 LY0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0400.See file dsdata.txt to determine how the superseded data were derived.
 LY0400
 LY0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL541404(NAD 83)
 LY0400_MARKER: Z = SEE DESCRIPTION
 LY0400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0400_SP_SET: SIGNAL BASE
 LY0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0400
 LY0400  HISTORY     - Date     Condition        Report By
 LY0400  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0400  HISTORY     - 1934     GOOD             NGS
 LY0400
 LY0400                          STATION DESCRIPTION
 LY0400
 LY0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0400'1.1 MI W FROM BUTLER.
 LY0400'IN PASSAIC COUNTY, 1.1 MILES WEST ALONG THE NEW YORK, SUSQUEHANNA
 LY0400'AND WESTERN RAILROAD FROM THE STATION AT BUTLER, MORRIS COUNTY,
 LY0400'200 FEET EAST OF THE EAST END OF BRIDGE 38.75 OVER PEQUANNOCK
 LY0400'RIVER, 15 FEET WEST OF THE CENTER OF THE CROSSING OF STATE
 LY0400'HIGHWAY 23, 6 FEET SOUTH OF THE SOUTH RAIL, ON THE TOP OF THE
 LY0400'NORTH CORNER OF THE CONCRETE BASE OF A CROSSING WARNING SIGNAL,
 LY0400'AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.  THE POINT OF A
 LY0400'CHISELED ARROW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0399 ***********************************************************************
 LY0399  DESIGNATION -  38.2
 LY0399  PID         -  LY0399
 LY0399  STATE/COUNTY-  NJ/MORRIS
 LY0399  USGS QUAD   -  WANAQUE (1971)
 LY0399
 LY0399                         *CURRENT SURVEY CONTROL
 LY0399  ___________________________________________________________________
 LY0399* NAD 83(1986)-  41 00 23.     (N)    074 21 06.     (W)     SCALED    
 LY0399* NAVD 88     -       112.288  (meters)     368.40   (feet)  ADJUSTED  
 LY0399  ___________________________________________________________________
 LY0399  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LY0399  DYNAMIC HT  -         112.240 (meters)     368.24  (feet)  COMP
 LY0399  MODELED GRAV-     980,196.3   (mgal)                       NAVD 88
 LY0399
 LY0399  VERT ORDER  -  FIRST     CLASS II
 LY0399
 LY0399.The horizontal coordinates were scaled from a topographic map and have
 LY0399.an estimated accuracy of +/- 6 seconds.
 LY0399
 LY0399.The orthometric height was determined by differential leveling
 LY0399.and adjusted by the National Geodetic Survey in June 1991..
 LY0399
 LY0399.The geoid height was determined by GEOID03.
 LY0399
 LY0399.The dynamic height is computed by dividing the NAVD 88
 LY0399.geopotential number by the normal gravity value computed on the
 LY0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0399.degrees latitude (g = 980.6199 gals.).
 LY0399
 LY0399.The modeled gravity was interpolated from observed gravity values.
 LY0399
 LY0399;                    North         East    Units  Estimated Accuracy
 LY0399;SPC NJ       -   241,270.      162,480.      MT  (+/- 180 meters Scaled)
 LY0399
 LY0399                          SUPERSEDED SURVEY CONTROL
 LY0399
 LY0399  NGVD 29 (??/??/92)  112.516  (m)          369.15   (f) ADJ UNCH    1 2
 LY0399
 LY0399.Superseded values are not recommended for survey control.
 LY0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0399.See file dsdata.txt to determine how the superseded data were derived.
 LY0399
 LY0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL545396(NAD 83)
 LY0399_MARKER: X = CHISELED CROSS
 LY0399_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LY0399_SP_SET: NORTHEAST ABUTMENT
 LY0399_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0399+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1991
 LY0399
 LY0399  HISTORY     - Date     Condition        Report By
 LY0399  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0399  HISTORY     - 1934     GOOD             NGS
 LY0399  HISTORY     - 19910712 SEE DESCRIPTION  NJGS
 LY0399
 LY0399                          STATION DESCRIPTION
 LY0399
 LY0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0399'0.5 MI W FROM BUTLER.
 LY0399'ABOUT 1/2 MILE WEST ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0399'RAILROAD FROM THE STATION AT BUTLER, 150 FEET WEST OF A ROAD
 LY0399'CROSSING, AT BRIDGE 38.17 OVER PEQUANNOCK RIVER, ON THE TOP OF
 LY0399'THE NORTH END OF THE EAST ABUTMENT, 12 FEET NORTH OF THE NORTH
 LY0399'RAIL, AND ABOUT 1 FOOT LOWER THAN THE BASE OF THE RAIL.  A
 LY0399'CHISELED CROSS.
 LY0399
 LY0399                          STATION RECOVERY (1991)
 LY0399
 LY0399'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 LY0399'THE STATION WAS SEARCHED FOR AND NOT RECOVERED. IT APPEARS THAT
 LY0399'EXTENSIVE REPAIRS HAVE BEEN MADE TO THE ABUTMENT SINCE THE LAST
 LY0399'RECOVERY.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0122 ***********************************************************************
 KV0122  DESIGNATION -  38.317 DLWRR
 KV0122  PID         -  KV0122
 KV0122  STATE/COUNTY-  NJ/BERGEN
 KV0122  USGS QUAD   -  ORANGE (1981)
 KV0122
 KV0122                         *CURRENT SURVEY CONTROL
 KV0122  ___________________________________________________________________
 KV0122* NAD 83(1986)-  40 49 08.     (N)    074 07 33.     (W)     SCALED    
 KV0122* NAVD 88     -        11.439  (meters)      37.53   (feet)  ADJUSTED  
 KV0122  ___________________________________________________________________
 KV0122  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV0122  DYNAMIC HT  -          11.434 (meters)      37.51  (feet)  COMP
 KV0122  MODELED GRAV-     980,224.4   (mgal)                       NAVD 88
 KV0122
 KV0122  VERT ORDER  -  FIRST     CLASS II
 KV0122
 KV0122.The horizontal coordinates were scaled from a topographic map and have
 KV0122.an estimated accuracy of +/- 6 seconds.
 KV0122
 KV0122.The orthometric height was determined by differential leveling
 KV0122.and adjusted by the National Geodetic Survey in June 1991..
 KV0122
 KV0122.The geoid height was determined by GEOID03.
 KV0122
 KV0122.The dynamic height is computed by dividing the NAVD 88
 KV0122.geopotential number by the normal gravity value computed on the
 KV0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0122.degrees latitude (g = 980.6199 gals.).
 KV0122
 KV0122.The modeled gravity was interpolated from observed gravity values.
 KV0122
 KV0122;                    North         East    Units  Estimated Accuracy
 KV0122;SPC NJ       -   220,500.      181,560.      MT  (+/- 180 meters Scaled)
 KV0122
 KV0122                          SUPERSEDED SURVEY CONTROL
 KV0122
 KV0122  NGVD 29 (??/??/??)   11.757  (m)           38.57   (f) ADJUSTED    1 2
 KV0122
 KV0122.Superseded values are not recommended for survey control.
 KV0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0122.See file dsdata.txt to determine how the superseded data were derived.
 KV0122
 KV0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL737190(NAD 83)
 KV0122_MARKER: X = CHISELED CROSS
 KV0122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0122_SP_SET: ABUTMENT
 KV0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0122
 KV0122  HISTORY     - Date     Condition        Report By
 KV0122  HISTORY     - 1933     MONUMENTED       DLWRR
 KV0122  HISTORY     - 1934     GOOD             CGS
 KV0122  HISTORY     - 20060415 GOOD             GEOCAC
 KV0122
 KV0122                          STATION DESCRIPTION
 KV0122
 KV0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0122'AT LYNDHURST.
 KV0122'AT LYNDHURST, BERGEN COUNTY, AT THE INTERSECTION OF STUYVESANT
 KV0122'AND COUNT AVENUES, 50 YARDS WEST OF THE DELAWARE, LACKAWANNA AND
 KV0122'WESTERN RAILROAD STATION, AT THE WEST END OF THE OVERHEAD BRIDGE,
 KV0122'ON THE TOP OF THE NORTH STONE BACKWALL OF THE WEST ABUTMENT,
 KV0122'AND 16-1/2 FEET NORTH OF THE SOUTH RAIL OF TRACK 1.  A CHISELED
 KV0122'CROSS.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS
 KV0122'NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW
 KV0122'THE ERIE LACKAWANNA RAILROAD.
 KV0122
 KV0122                          STATION RECOVERY (2006)
 KV0122
 KV0122'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0944 ***********************************************************************
 JU0944  DESIGNATION -  38.44 NJGS
 JU0944  PID         -  JU0944
 JU0944  STATE/COUNTY-  NJ/CUMBERLAND
 JU0944  USGS QUAD   -  BRIDGETON (1977)
 JU0944
 JU0944                         *CURRENT SURVEY CONTROL
 JU0944  ___________________________________________________________________
 JU0944* NAD 83(1986)-  39 25 44.     (N)    075 13 54.     (W)     SCALED    
 JU0944* NAVD 88     -        11.450  (meters)      37.57   (feet)  ADJUSTED  
 JU0944  ___________________________________________________________________
 JU0944  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JU0944  DYNAMIC HT  -          11.444 (meters)      37.55  (feet)  COMP
 JU0944  MODELED GRAV-     980,119.9   (mgal)                       NAVD 88
 JU0944
 JU0944  VERT ORDER  -  FIRST     CLASS II
 JU0944
 JU0944.The horizontal coordinates were scaled from a topographic map and have
 JU0944.an estimated accuracy of +/- 6 seconds.
 JU0944
 JU0944.The orthometric height was determined by differential leveling
 JU0944.and adjusted by the National Geodetic Survey in June 1991..
 JU0944
 JU0944.The geoid height was determined by GEOID03.
 JU0944
 JU0944.The dynamic height is computed by dividing the NAVD 88
 JU0944.geopotential number by the normal gravity value computed on the
 JU0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0944.degrees latitude (g = 980.6199 gals.).
 JU0944
 JU0944.The modeled gravity was interpolated from observed gravity values.
 JU0944
 JU0944;                    North         East    Units  Estimated Accuracy
 JU0944;SPC NJ       -    66,370.       87,010.      MT  (+/- 180 meters Scaled)
 JU0944
 JU0944                          SUPERSEDED SURVEY CONTROL
 JU0944
 JU0944  NGVD 29 (01/10/92)   11.759  (m)           38.58   (f) ADJUSTED    1 2
 JU0944
 JU0944.Superseded values are not recommended for survey control.
 JU0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0944.See file dsdata.txt to determine how the superseded data were derived.
 JU0944
 JU0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ800643(NAD 83)
 JU0944_MARKER: X = CHISELED CROSS
 JU0944_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0944_SP_SET: PORCH
 JU0944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0944
 JU0944  HISTORY     - Date     Condition        Report By
 JU0944  HISTORY     - UNK      MONUMENTED       NJGS
 JU0944  HISTORY     - 1934     GOOD             CGS
 JU0944  HISTORY     - 1979     GOOD             NGS
 JU0944
 JU0944                          STATION DESCRIPTION
 JU0944
 JU0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JU0944'AT BRIDGETON.
 JU0944'AT BRIDGETON, CUMBERLAND COUNTY, AT THE INTERSECTION OF EAST
 JU0944'COMMERCE STREET AND BANK STREET, AT THE MAIN ENTRANCE TO THE
 JU0944'POST OFFICE, AT THE MOST WESTERLY COLUMN OF THE PORCH, AND ON
 JU0944'THE SOUTHWEST CORNER OF THE STONE BASE.  A CHISELED CROSS.
 JU0944
 JU0944                          STATION RECOVERY (1979)
 JU0944
 JU0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0944'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4373 ***********************************************************************
 AI4373  DESIGNATION -  3945
 AI4373  PID         -  AI4373
 AI4373  STATE/COUNTY-  NJ/CAMDEN
 AI4373  USGS QUAD   -  CAMDEN (1995)
 AI4373
 AI4373                         *CURRENT SURVEY CONTROL
 AI4373  ___________________________________________________________________
 AI4373* NAD 83(1996)-  39 55 59.79503(N)    075 05 08.64845(W)     ADJUSTED  
 AI4373* NAVD 88     -         3.4    (meters)      11.     (feet)  GPS OBS   
 AI4373  ___________________________________________________________________
 AI4373  X           -   1,260,471.662 (meters)                     COMP
 AI4373  Y           -  -4,732,458.989 (meters)                     COMP
 AI4373  Z           -   4,072,288.634 (meters)                     COMP
 AI4373  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 AI4373  ELLIP HEIGHT-         -29.38  (meters)          (09/25/02) GPS OBS
 AI4373  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 AI4373
 AI4373  HORZ ORDER  -  FIRST
 AI4373  ELLP ORDER  -  FOURTH    CLASS I
 AI4373
 AI4373.The horizontal coordinates were established by GPS observations
 AI4373.and adjusted by the National Geodetic Survey in March 2000..
 AI4373
 AI4373.The orthometric height was determined by GPS observations and a
 AI4373.high-resolution geoid model.
 AI4373
 AI4373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4373
 AI4373.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4373
 AI4373.The ellipsoidal height was determined by GPS observations
 AI4373.and is referenced to NAD 83.
 AI4373
 AI4373.The geoid height was determined by GEOID03.
 AI4373
 AI4373;                    North         East     Units Scale Factor Converg.
 AI4373;SPC NJ       -   122,270.820    99,937.973   MT  0.99993084   -0 22 33.6
 AI4373;SPC NJ       -   401,150.18    327,879.83   sFT  0.99993084   -0 22 33.6
 AI4373;UTM  18      - 4,420,355.112   492,674.509   MT  0.99960066   -0 03 18.1
 AI4373
 AI4373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4373!SPC NJ       -   1.00000461  x   0.99993084  =   0.99993545
 AI4373!UTM  18      -   1.00000461  x   0.99960066  =   0.99960527
 AI4373
 AI4373                          SUPERSEDED SURVEY CONTROL
 AI4373
 AI4373  ELLIP H (03/31/00)  -29.38   (m)                       GP(       ) 3 1
 AI4373
 AI4373.Superseded values are not recommended for survey control.
 AI4373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4373.See file dsdata.txt to determine how the superseded data were derived.
 AI4373
 AI4373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9267520355(NAD 83)
 AI4373_MARKER: DD = SURVEY DISK
 AI4373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4373_STAMPING: 3945 12.548
 AI4373_MARK LOGO: NJGS  
 AI4373_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4373+STABILITY: SURFACE MOTION
 AI4373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4373+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 AI4373
 AI4373  HISTORY     - Date     Condition        Report By
 AI4373  HISTORY     - 1937     MONUMENTED       NJGS
 AI4373  HISTORY     - 19990615 GOOD             NJGS
 AI4373
 AI4373                          STATION DESCRIPTION
 AI4373
 AI4373'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (JVS)
 AI4373'THE STATION IS LOCATED IN PENNSAUKEN TOWNSHIP ON THE SOUTH SIDE OF
 AI4373'KAIGHN AVENUE, COUNTY ROAD 607.  TO REACH THE STATION FROM THE AIRPORT
 AI4373'CIRCLE AT THE JUNCTION OF STATE ROUTES 38, 70 AND U.S. HIGHWAYS 30 AND
 AI4373'130 AND KAIGHN AVENUE, GO WEST ON KAIGHN AVENUE FOR 0.15 MI (0.24 KM)
 AI4373'TO THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND IN THE GRASS
 AI4373'AREA BETWEEN THE SOUTH CURB AND SIDEWALK.  THE STATION IS 6.6 M (21.7
 AI4373'FT) WEST FROM WOOD UTILITY POLE NUMBER BT 925, 33.3 M (109.3 FT) EAST
 AI4373'FROM THE EAST END OF THE SOUTH PARAPET WALL OF THE BRIDGE CARRYING
 AI4373'KAIGHN AVENUE OVER THE COOPER RIVER, 1.2 M (3.9 FT) SOUTH FROM THE
 AI4373'SOUTH CURB OF KAIGHN AVENUE AND 6.2 M (20.3 FT) NORTHWEST FROM A
 AI4373'MANHOLE IN THE LAWN AT THE SOUTHWEST CORNER OF AN UNNAMED SIDE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1702 ***********************************************************************
 KV1702  DESIGNATION -  39.99
 KV1702  PID         -  KV1702
 KV1702  STATE/COUNTY-  NJ/HUNTERDON
 KV1702  USGS QUAD   -  RIEGELSVILLE (1990)
 KV1702
 KV1702                         *CURRENT SURVEY CONTROL
 KV1702  ___________________________________________________________________
 KV1702* NAD 83(1986)-  40 34 07.     (N)    075 10 57.     (W)     SCALED    
 KV1702* NAVD 88     -        46.247  (meters)     151.73   (feet)  ADJUSTED  
 KV1702  ___________________________________________________________________
 KV1702  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KV1702  DYNAMIC HT  -          46.225 (meters)     151.66  (feet)  COMP
 KV1702  MODELED GRAV-     980,148.7   (mgal)                       NAVD 88
 KV1702
 KV1702  VERT ORDER  -  FIRST     CLASS I
 KV1702
 KV1702.The horizontal coordinates were scaled from a topographic map and have
 KV1702.an estimated accuracy of +/- 6 seconds.
 KV1702
 KV1702.The orthometric height was determined by differential leveling
 KV1702.and adjusted by the National Geodetic Survey in June 1991..
 KV1702
 KV1702.The geoid height was determined by GEOID03.
 KV1702
 KV1702.The dynamic height is computed by dividing the NAVD 88
 KV1702.geopotential number by the normal gravity value computed on the
 KV1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1702.degrees latitude (g = 980.6199 gals.).
 KV1702
 KV1702.The modeled gravity was interpolated from observed gravity values.
 KV1702
 KV1702;                    North         East    Units  Estimated Accuracy
 KV1702;SPC NJ       -   192,870.       92,210.      MT  (+/- 180 meters Scaled)
 KV1702
 KV1702                          SUPERSEDED SURVEY CONTROL
 KV1702
 KV1702  NGVD 29 (01/10/92)   46.496  (m)          152.55   (f) ADJUSTED    1 1
 KV1702
 KV1702.Superseded values are not recommended for survey control.
 KV1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1702.See file dsdata.txt to determine how the superseded data were derived.
 KV1702
 KV1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK845908(NAD 83)
 KV1702_MARKER: B = BOLT
 KV1702_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1702_SP_SET: HEADWALL
 KV1702_MARK LOGO: NONE  
 KV1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1702+STABILITY: SURFACE MOTION
 KV1702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1702+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1989
 KV1702
 KV1702  HISTORY     - Date     Condition        Report By
 KV1702  HISTORY     - 1935     MONUMENTED       PRR
 KV1702  HISTORY     - 1956     GOOD             CGS
 KV1702  HISTORY     - 19891010 GOOD             NJGS
 KV1702
 KV1702                          STATION DESCRIPTION
 KV1702
 KV1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1702'4.8 MI NW FROM MILFORD.
 KV1702'4.8 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV1702'STATION AT MILFORD, ON TOP OF THE NORTHWEST END OF THE SOUTHWEST
 KV1702'STONE HEADWALL OF AN ARCHED CULVERT UNDER THE RAILROAD, 2 1/4
 KV1702'RAILS SOUTHEAST OF MILEPOST 28-40, 7.6 FEET SOUTHWEST OF THE
 KV1702'SOUTHWEST RAIL, 0.4 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 KV1702'HEADWALL AND 1-FOOT BELOW THE LEVEL OF THE TRACK.
 KV1702
 KV1702                          STATION RECOVERY (1989)
 KV1702
 KV1702'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV1702'1.8 KM (1.10 MI) NORTHWEST ALONG THE RAILROAD TRACK FROM THE
 KV1702'GILBERT GENERATING PLANT AND 0.8 KM (0.50 MI) SOUTHEAST OF THE
 KV1702'RAILROAD GRADE CROSSING RIVER ROAD IN HOLLAND CHURCH, 58.5 M
 KV1702'(191.9 FT) NORTH OF THE 40 MILE MARKER, 5.4 M (17.7 FT) SOUTHWEST OF
 KV1702'THE WEST TRACK, 0.6 M (2.0 FT) BELOW THE TRACK LEVEL AND 0.12 M
 KV1702'(0.4 FT) SOUTHEAST OF THE NORTHWEST END OF A 4.6 M (15.1 FT) LONG BOX
 KV1702'STONE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0416 ***********************************************************************
 LY0416  DESIGNATION -  4
 LY0416  PID         -  LY0416
 LY0416  STATE/COUNTY-  NJ/MORRIS
 LY0416  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY0416
 LY0416                         *CURRENT SURVEY CONTROL
 LY0416  ___________________________________________________________________
 LY0416* NAD 83(1986)-  41 02 54.     (N)    074 26 40.     (W)     SCALED    
 LY0416* NAVD 88     -       237.088  (meters)     777.85   (feet)  ADJUSTED  
 LY0416  ___________________________________________________________________
 LY0416  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 LY0416  DYNAMIC HT  -         236.982 (meters)     777.50  (feet)  COMP
 LY0416  MODELED GRAV-     980,173.9   (mgal)                       NAVD 88
 LY0416
 LY0416  VERT ORDER  -  FIRST     CLASS II
 LY0416
 LY0416.The horizontal coordinates were scaled from a topographic map and have
 LY0416.an estimated accuracy of +/- 6 seconds.
 LY0416
 LY0416.The orthometric height was determined by differential leveling
 LY0416.and adjusted by the National Geodetic Survey in June 1991..
 LY0416
 LY0416.The geoid height was determined by GEOID03.
 LY0416
 LY0416.The dynamic height is computed by dividing the NAVD 88
 LY0416.geopotential number by the normal gravity value computed on the
 LY0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0416.degrees latitude (g = 980.6199 gals.).
 LY0416
 LY0416.The modeled gravity was interpolated from observed gravity values.
 LY0416
 LY0416;                    North         East    Units  Estimated Accuracy
 LY0416;SPC NJ       -   245,920.      154,670.      MT  (+/- 180 meters Scaled)
 LY0416
 LY0416                          SUPERSEDED SURVEY CONTROL
 LY0416
 LY0416  NGVD 29 (??/??/92)  237.290  (m)          778.51   (f) ADJ UNCH    1 2
 LY0416
 LY0416.Superseded values are not recommended for survey control.
 LY0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0416.See file dsdata.txt to determine how the superseded data were derived.
 LY0416
 LY0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL466442(NAD 83)
 LY0416_MARKER: Q = CHISELED SQUARE
 LY0416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0416_SP_SET: PEDESTAL BASE
 LY0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0416
 LY0416  HISTORY     - Date     Condition        Report By
 LY0416  HISTORY     - UNK      MONUMENTED       RBNF
 LY0416  HISTORY     - 1942     GOOD             NGS
 LY0416
 LY0416                          STATION DESCRIPTION
 LY0416
 LY0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0416'AT NEWFOUNDLAND.
 LY0416'AT NEWFOUNDLAND, MORRIS COUNTY, 125 FEET WEST OF THE NEW YORK,
 LY0416'SUSQUEHANNA AND WESTERN RAILROAD STATION, AT THE RAILROAD
 LY0416'WATER TANK, ON THE SOUTHEAST CORNER OF THE SOUTHEAST CONCRETE
 LY0416'PEDESTAL BASE, 10 FEET NORTH OF THE NORTH RAIL, AND ABOUT 2 FEET
 LY0416'HIGHER THAN THE GROUND.  A CHISELED HIGH POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0108 ***********************************************************************
 KV0108  DESIGNATION -  4 C OF N
 KV0108  PID         -  KV0108
 KV0108  STATE/COUNTY-  NJ/ESSEX
 KV0108  USGS QUAD   -  ELIZABETH (1995)
 KV0108
 KV0108                         *CURRENT SURVEY CONTROL
 KV0108  ___________________________________________________________________
 KV0108* NAD 83(1986)-  40 44 21.     (N)    074 09 54.     (W)     SCALED    
 KV0108* NAVD 88     -         9.703  (meters)      31.83   (feet)  ADJUSTED  
 KV0108  ___________________________________________________________________
 KV0108  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV0108  DYNAMIC HT  -           9.699 (meters)      31.82  (feet)  COMP
 KV0108  MODELED GRAV-     980,222.0   (mgal)                       NAVD 88
 KV0108
 KV0108  VERT ORDER  -  FIRST     CLASS II
 KV0108
 KV0108.The horizontal coordinates were scaled from a topographic map and have
 KV0108.an estimated accuracy of +/- 6 seconds.
 KV0108
 KV0108.The orthometric height was determined by differential leveling
 KV0108.and adjusted by the National Geodetic Survey in June 1991..
 KV0108
 KV0108.The geoid height was determined by GEOID03.
 KV0108
 KV0108.The dynamic height is computed by dividing the NAVD 88
 KV0108.geopotential number by the normal gravity value computed on the
 KV0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0108.degrees latitude (g = 980.6199 gals.).
 KV0108
 KV0108.The modeled gravity was interpolated from observed gravity values.
 KV0108
 KV0108;                    North         East    Units  Estimated Accuracy
 KV0108;SPC NJ       -   211,640.      178,290.      MT  (+/- 180 meters Scaled)
 KV0108
 KV0108                          SUPERSEDED SURVEY CONTROL
 KV0108
 KV0108  NGVD 29 (??/??/??)   10.040  (m)           32.94   (f) ADJUSTED    1 2
 KV0108
 KV0108.Superseded values are not recommended for survey control.
 KV0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0108.See file dsdata.txt to determine how the superseded data were derived.
 KV0108
 KV0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL705101(NAD 83)
 KV0108_MARKER: Z = SEE DESCRIPTION
 KV0108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0108_SP_SET: BUILDING
 KV0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0108
 KV0108  HISTORY     - Date     Condition        Report By
 KV0108  HISTORY     - 1933     MONUMENTED       NJ2130
 KV0108  HISTORY     - 1934     GOOD             CGS
 KV0108
 KV0108                          STATION DESCRIPTION
 KV0108
 KV0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0108'AT NEWARK.
 KV0108'AT NEWARK, ESSEX COUNTY, AT THE INTERSECTION OF WARD ST. AND
 KV0108'RAYMOND BOULEVARD (FORMERLY CANAL STREET), ON THE NORTHWEST
 KV0108'CORNER OF THE CENTER MARKET BUILDING, AND ABOUT 1 FOOT HIGHER
 KV0108'THAN THE SIDEWALK.  A NOTCH, CUT IN THE CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6718 ***********************************************************************
 AB6718  DESIGNATION -  4 D 1
 AB6718  PID         -  AB6718
 AB6718  STATE/COUNTY-  NJ/CAMDEN
 AB6718  USGS QUAD   -  CLEMENTON (1981)
 AB6718
 AB6718                         *CURRENT SURVEY CONTROL
 AB6718  ___________________________________________________________________
 AB6718* NAD 83(1986)-  39 46 42.     (N)    074 57 18.     (W)     SCALED    
 AB6718* NAVD 88     -        43.134  (meters)     141.52   (feet)  ADJUSTED  
 AB6718  ___________________________________________________________________
 AB6718  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 AB6718  DYNAMIC HT  -          43.114 (meters)     141.45  (feet)  COMP
 AB6718  MODELED GRAV-     980,153.2   (mgal)                       NAVD 88
 AB6718
 AB6718  VERT ORDER  -  FIRST     CLASS II
 AB6718
 AB6718.The horizontal coordinates were scaled from a topographic map and have
 AB6718.an estimated accuracy of +/- 6 seconds.
 AB6718
 AB6718.The orthometric height was determined by differential leveling
 AB6718.and adjusted by the National Geodetic Survey in September 1996..
 AB6718
 AB6718.The geoid height was determined by GEOID03.
 AB6718
 AB6718.The dynamic height is computed by dividing the NAVD 88
 AB6718.geopotential number by the normal gravity value computed on the
 AB6718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6718.degrees latitude (g = 980.6199 gals.).
 AB6718
 AB6718.The modeled gravity was interpolated from observed gravity values.
 AB6718
 AB6718;                    North         East    Units  Estimated Accuracy
 AB6718;SPC NJ       -   105,000.      111,020.      MT  (+/- 180 meters Scaled)
 AB6718
 AB6718                          SUPERSEDED SURVEY CONTROL
 AB6718
 AB6718.No superseded survey control is available for this station.
 AB6718
 AB6718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK038031(NAD 83)
 AB6718_MARKER: DD = SURVEY DISK
 AB6718_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AB6718+WITH SETTING: PAVEMENT
 AB6718_SP_SET: SIGNAL BASE
 AB6718_STAMPING: 4 D 1 1995
 AB6718_MARK LOGO: NJGS  
 AB6718_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6718+STABILITY: SURFACE MOTION
 AB6718_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6718+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6718
 AB6718  HISTORY     - Date     Condition        Report By
 AB6718  HISTORY     - 1995     MONUMENTED       NJGS
 AB6718  HISTORY     - 20020810 GOOD             INDIV
 AB6718
 AB6718                          STATION DESCRIPTION
 AB6718
 AB6718'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6718'THE STATION IS LOCATED IN THE BOROUGH OF PINE HILL ON THE SOUTHEAST
 AB6718'SIDE OF CROSS KEYS ROAD AT THE INTERSECTION WITH A CONRAIL RAILROAD
 AB6718'GRADE CROSSING.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB6718'HIGHWAY 30 AND CROSS KEYS ROAD, COUNTY ROAD 689, GO SOUTHWEST ON CROSS
 AB6718'KEYS ROAD FOR 1.7 MI (2.7 KM) TO THE CONRAIL RAILROAD GRADE CROSSING
 AB6718'AND THE STATION ON THE RIGHT.  THE STATION IS 13.0 FT (4.0 M)
 AB6718'NORTHEAST FROM THE EAST RAIL, 19.6 FT (6.0 M) NORTHWEST FROM THE
 AB6718'CENTERLINE OF CROSS KEYS ROAD AND 11.8 FT (3.6 M) SOUTHWEST FROM POLE
 AB6718'NUMBER C 10394.  THE STATION IS SET FLUSH IN A DRILL HOLE IN THE
 AB6718'CONCRETE BASE OF A SIGNAL FOR THE GRADE CROSSING.
 AB6718
 AB6718                          STATION RECOVERY (2002)
 AB6718
 AB6718'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 AB6718'PORTABLE GPS READINGS
 AB6718' 
 AB6718' 
 AB6718'39.46.44.4
 AB6718' 
 AB6718' 
 AB6718'074.57.16.7
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6719 ***********************************************************************
 AB6719  DESIGNATION -  4 E 1
 AB6719  PID         -  AB6719
 AB6719  STATE/COUNTY-  NJ/CAMDEN
 AB6719  USGS QUAD   -  CLEMENTON (1981)
 AB6719
 AB6719                         *CURRENT SURVEY CONTROL
 AB6719  ___________________________________________________________________
 AB6719* NAD 83(1986)-  39 47 19.     (N)    074 57 58.     (W)     SCALED    
 AB6719* NAVD 88     -        30.992  (meters)     101.68   (feet)  ADJUSTED  
 AB6719  ___________________________________________________________________
 AB6719  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 AB6719  DYNAMIC HT  -          30.978 (meters)     101.63  (feet)  COMP
 AB6719  MODELED GRAV-     980,156.1   (mgal)                       NAVD 88
 AB6719
 AB6719  VERT ORDER  -  FIRST     CLASS II
 AB6719
 AB6719.The horizontal coordinates were scaled from a topographic map and have
 AB6719.an estimated accuracy of +/- 6 seconds.
 AB6719
 AB6719.The orthometric height was determined by differential leveling
 AB6719.and adjusted by the National Geodetic Survey in September 1996..
 AB6719
 AB6719.Photographs are available for this station.
 AB6719
 AB6719.The geoid height was determined by GEOID03.
 AB6719
 AB6719.The dynamic height is computed by dividing the NAVD 88
 AB6719.geopotential number by the normal gravity value computed on the
 AB6719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6719.degrees latitude (g = 980.6199 gals.).
 AB6719
 AB6719.The modeled gravity was interpolated from observed gravity values.
 AB6719
 AB6719;                    North         East    Units  Estimated Accuracy
 AB6719;SPC NJ       -   106,150.      110,080.      MT  (+/- 180 meters Scaled)
 AB6719
 AB6719                          SUPERSEDED SURVEY CONTROL
 AB6719
 AB6719.No superseded survey control is available for this station.
 AB6719
 AB6719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK029042(NAD 83)
 AB6719_MARKER: DD = SURVEY DISK
 AB6719_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AB6719+WITH SETTING: PAVEMENT
 AB6719_SP_SET: SIGNAL BASE
 AB6719_STAMPING: 4 E 1 1995
 AB6719_MARK LOGO: NJGS  
 AB6719_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6719+STABILITY: SURFACE MOTION
 AB6719_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6719+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2002
 AB6719
 AB6719  HISTORY     - Date     Condition        Report By
 AB6719  HISTORY     - 1995     MONUMENTED       NJGS
 AB6719  HISTORY     - 20020615 GOOD             INDIV
 AB6719
 AB6719                          STATION DESCRIPTION
 AB6719
 AB6719'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6719'THE STATION IS LOCATED IN THE BOROUGH OF PINE HILL, WIHTIN THE CONRAIL
 AB6719'RAILROAD RIGHT OF WAY.  TO REACH THE STATION FROM THE INTERSECTION OF
 AB6719'U.S.  HIGHWAY 30 AND CROSS KEYS ROAD, COUNTY ROAD 689, GO SOUTHWEST ON
 AB6719'CROSS KEYS ROAD FOR 1.7 MI (2.7 KM) TO THE CONRAIL RAILROAD GRADE
 AB6719'CROSSING.  TURN RIGHT AND GO 0.85 MI (1.37 KM) NORTHWEST ALONG THE
 AB6719'RAILROAD TRACK TO THE FORMER SIGNAL TOWER BASE AND THE STATION ON THE
 AB6719'RIGHT,  SET FLUSH IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE
 AB6719'CONRETE BASE,  6.8 FT (2.1 M) NORTHEAST OF THE NORTHEAST RAIL AND 13.0
 AB6719'FT (4.0 M) SOUTH OF A POLE WITH NO NUMBER.  THE STATION IS OPPOSITE
 AB6719'AND ACROSS THE TRACK FROM A PEDESTRIAN ACCESS GATE IN A 6 FT (1.8 M)
 AB6719'HIGH CHAIN LINK FENCE SURROUNDING THE PINE HILL COUNTRY CLUB.  THE
 AB6719'STATION IS SET ABOUT LEVEL WITH THE TRACK AND IS ALSO ABOUT 0.1 MI
 AB6719'(0.2 KM) NORTHWEST OF MILEPOST 15.
 AB6719
 AB6719                          STATION RECOVERY (2002)
 AB6719
 AB6719'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 AB6719'PORTABLE GPS READINGS
 AB6719'39.47.18.7
 AB6719'074.57.58.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH4389 ***********************************************************************
 DH4389  DESIGNATION -  4 E 2
 DH4389  PID         -  DH4389
 DH4389  STATE/COUNTY-  NJ/CAMDEN
 DH4389  USGS QUAD   -  CLEMENTON (1981)
 DH4389
 DH4389                         *CURRENT SURVEY CONTROL
 DH4389  ___________________________________________________________________
 DH4389* NAD 83(1996)-  39 46 39.51971(N)    074 54 33.27024(W)     ADJUSTED  
 DH4389* NAVD 88     -        51.5    (meters)     169.     (feet)  GPS OBS   
 DH4389  ___________________________________________________________________
 DH4389  X           -   1,277,936.202 (meters)                     COMP
 DH4389  Y           -  -4,739,281.391 (meters)                     COMP
 DH4389  Z           -   4,059,054.026 (meters)                     COMP
 DH4389  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 DH4389  ELLIP HEIGHT-          18.51  (meters)          (06/06/05) GPS OBS
 DH4389  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DH4389
 DH4389  HORZ ORDER  -  B
 DH4389  ELLP ORDER  -  THIRD     CLASS I
 DH4389
 DH4389.The horizontal coordinates were established by GPS observations
 DH4389.and adjusted by the NEW JERSEY GEODETIC SURVEY in June 2005..
 DH4389
 DH4389.The orthometric height was determined by GPS observations and a
 DH4389.high-resolution geoid model.
 DH4389
 DH4389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4389
 DH4389.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4389
 DH4389.The ellipsoidal height was determined by GPS observations
 DH4389.and is referenced to NAD 83.
 DH4389
 DH4389.The geoid height was determined by GEOID03.
 DH4389
 DH4389;                    North         East     Units Scale Factor Converg.
 DH4389;SPC NJ       -   104,908.279   114,943.633   MT  0.99991512   -0 15 42.6
 DH4389;SPC NJ       -   344,186.58    377,110.90   sFT  0.99991512   -0 15 42.6
 DH4389;UTM  18      - 4,403,082.331   507,772.169   MT  0.99960074   +0 03 29.0
 DH4389
 DH4389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4389!SPC NJ       -   0.99999710  x   0.99991512  =   0.99991222
 DH4389!UTM  18      -   0.99999710  x   0.99960074  =   0.99959784
 DH4389
 DH4389                          SUPERSEDED SURVEY CONTROL
 DH4389
 DH4389.No superseded survey control is available for this station.
 DH4389
 DH4389_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0777203082(NAD 83)
 DH4389_MARKER: DD = SURVEY DISK
 DH4389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4389_STAMPING: 4 E 2 2004
 DH4389_MARK LOGO: NJDT  
 DH4389_PROJECTION: FLUSH
 DH4389_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH4389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4389+STABILITY: SURFACE MOTION
 DH4389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4389+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2004
 DH4389
 DH4389  HISTORY     - Date     Condition        Report By
 DH4389  HISTORY     - 20041122 MONUMENTED       NJGS
 DH4389  HISTORY     - 20041122 GOOD             NJGS
 DH4389
 DH4389                          STATION DESCRIPTION
 DH4389
 DH4389'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2004 (RJK)
 DH4389'THE STATION IS LOCATED IN WATERFORD TOWNSHIP ON THE NORTHEAST SIDE OF
 DH4389'U.S. HIGHWAY  30 (THE WHITE HORSE PIKE), AT THE JUNCTION WITH STATE
 DH4389'ROUTE 73.
 DH4389' 
 DH4389'THE STATION IS LOCATED IN A LANDSCAPED TRIANGULAR SHAPED GRASS AREA
 DH4389'BETWEEN THE  ENTRANCE RAMP LEADING FROM WESTBOUND LANES OF U.S. ROUTE
 DH4389'30 TO THE NORTHBOUND LANES  OF STATE ROUTE 73 AND THE EXIT RAMP
 DH4389'LEADING FROM THE NORTHBOUND LANES OF STATE ROUTE  73 TO THE WESTBOUND
 DH4389'LANES OF U.S. ROUTE 30.
 DH4389' 
 DH4389'THE STATION IS 56.1 M SOUTHEAST FROM THE NOSE OF THE RAMP, 25.1 M
 DH4389'SOUTH SOUTHEAST OF  THE CENTER OF A STEEL HIGHMAST LIGHT POLE IN THE
 DH4389'CLOVELEAF MEDIAN, 3.6 M NORTHEAST OF  THE NORTHEAST EDGE OF THE
 DH4389'SHOULDER OF THE WESTBOUND LANES OF U.S. ROUTE 30 AND 10.2 M  NORTHEAST
 DH4389'OF THE CENTERLINE OF THE WESTBOUND LANES OF U.S. ROUTE 30, 0.7 M
 DH4389'SOUTHWEST  OF A METAL WITNESS POST.
 DH4389' 
 DH4389'NOTE THIS STATION IS BEING ESTABLISHED TO USE INSTEAD OF BERLIN 1
 DH4389'(JU4005).  BERLIN 1 HAS A  USER FEE ASSOCIATED WITH IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6720 ***********************************************************************
 AB6720  DESIGNATION -  4 F 1
 AB6720  PID         -  AB6720
 AB6720  STATE/COUNTY-  NJ/CAMDEN
 AB6720  USGS QUAD   -  CLEMENTON (1981)
 AB6720
 AB6720                         *CURRENT SURVEY CONTROL
 AB6720  ___________________________________________________________________
 AB6720* NAD 83(1986)-  39 48 19.     (N)    074 59 27.     (W)     SCALED    
 AB6720* NAVD 88     -        18.840  (meters)      61.81   (feet)  ADJUSTED  
 AB6720  ___________________________________________________________________
 AB6720  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 AB6720  DYNAMIC HT  -          18.831 (meters)      61.78  (feet)  COMP
 AB6720  MODELED GRAV-     980,161.6   (mgal)                       NAVD 88
 AB6720
 AB6720  VERT ORDER  -  FIRST     CLASS II
 AB6720
 AB6720.The horizontal coordinates were scaled from a topographic map and have
 AB6720.an estimated accuracy of +/- 6 seconds.
 AB6720
 AB6720.The orthometric height was determined by differential leveling
 AB6720.and adjusted by the National Geodetic Survey in September 1996..
 AB6720
 AB6720.Photographs are available for this station.
 AB6720
 AB6720.The geoid height was determined by GEOID03.
 AB6720
 AB6720.The dynamic height is computed by dividing the NAVD 88
 AB6720.geopotential number by the normal gravity value computed on the
 AB6720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6720.degrees latitude (g = 980.6199 gals.).
 AB6720
 AB6720.The modeled gravity was interpolated from observed gravity values.
 AB6720
 AB6720;                    North         East    Units  Estimated Accuracy
 AB6720;SPC NJ       -   108,010.      107,970.      MT  (+/- 180 meters Scaled)
 AB6720
 AB6720                          SUPERSEDED SURVEY CONTROL
 AB6720
 AB6720.No superseded survey control is available for this station.
 AB6720
 AB6720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK007061(NAD 83)
 AB6720_MARKER: DD = SURVEY DISK
 AB6720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6720_STAMPING: 4 F 1
 AB6720_MARK LOGO: NJ0520
 AB6720_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6720+STABILITY: SURFACE MOTION
 AB6720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6720+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AB6720
 AB6720  HISTORY     - Date     Condition        Report By
 AB6720  HISTORY     - UNK      MONUMENTED       RBNF
 AB6720  HISTORY     - 19950913 GOOD             NJGS
 AB6720  HISTORY     - 20020708 GOOD             INDIV
 AB6720  HISTORY     - 20040123 GOOD             GEOCAC
 AB6720  HISTORY     - 20060316 GOOD             PMK
 AB6720
 AB6720                          STATION DESCRIPTION
 AB6720
 AB6720'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6720'THE STATION IS LOCATED IN THE BOROUGH OF CLEMENTON ON THE SOUTHWEST
 AB6720'CORNER OF A TRIANGULAR SHAPED GRASS ISLAND FORMED BY THE INTERSECTION
 AB6720'OF BLACKWOOD ROAD, COUNTY ROAD 534, ON THE NORTH, ERIAL ROAD ON THE
 AB6720'SOUTHWEST AND GIBBSBORO ROAD ON THE SOUTHEAST.  TO REACH THE STATION
 AB6720'FROM THE INTERESECTION OF U.S.  HIGHWAY 30 AND GIBBSBORO ROAD, GO
 AB6720'SOUTHWEST ON GIBBSBORO ROAD FOR 0.55 MI (0.89 KM) TO THE INTERSECTION
 AB6720'WITH BLACKWOOD ROAD, COUNTY ROAD 534.  TURN RIGHT AND GO WEST ON
 AB6720'BLACKWOOD ROAD FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.  THE
 AB6720'STATION IS 20.3 FT (6.2 M) SOUTH FROM POLE NUMBER PN 36925, 58.1 FT
 AB6720'(17.7 M) SOUTH FROM THE CENTERLINE OF BLACKWOOD ROAD AND 25.1 FT (7.7
 AB6720'M) EAST FROM THE CENTERLINE OF ERIAL ROAD.  THE STATION IS A CAMDEN
 AB6720'COUNTY DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 AB6720'ABOUT 0.3 FT (9.1 CM) ABOVE THE GROUND.
 AB6720
 AB6720                          STATION RECOVERY (2002)
 AB6720
 AB6720'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 AB6720'RECOVERED IN GOOD CONDITION.
 AB6720
 AB6720                          STATION RECOVERY (2004)
 AB6720
 AB6720'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 AB6720'RECOVERED IN GOOD CONDITION.
 AB6720
 AB6720                          STATION RECOVERY (2006)
 AB6720
 AB6720'RECOVERY NOTE BY PMK GROUP 2006 (RMF)
 AB6720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4335 ***********************************************************************
 AI4335  DESIGNATION -  4 G 1
 AI4335  PID         -  AI4335
 AI4335  STATE/COUNTY-  NJ/CAMDEN
 AI4335  USGS QUAD   -  CAMDEN (1995)
 AI4335
 AI4335                         *CURRENT SURVEY CONTROL
 AI4335  ___________________________________________________________________
 AI4335* NAD 83(1996)-  39 53 51.72966(N)    075 00 56.43326(W)     ADJUSTED  
 AI4335* NAVD 88     -        17.8    (meters)      58.     (feet)  GPS OBS   
 AI4335  ___________________________________________________________________
 AI4335  X           -   1,266,915.595 (meters)                     COMP
 AI4335  Y           -  -4,733,373.121 (meters)                     COMP
 AI4335  Z           -   4,069,268.384 (meters)                     COMP
 AI4335  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 AI4335  ELLIP HEIGHT-         -14.97  (meters)          (09/25/02) GPS OBS
 AI4335  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 AI4335
 AI4335  HORZ ORDER  -  FIRST
 AI4335  ELLP ORDER  -  FOURTH    CLASS I
 AI4335
 AI4335.The horizontal coordinates were established by GPS observations
 AI4335.and adjusted by the National Geodetic Survey in March 2000..
 AI4335
 AI4335.The orthometric height was determined by GPS observations and a
 AI4335.high-resolution geoid model.
 AI4335
 AI4335.Photographs are available for this station.
 AI4335
 AI4335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4335
 AI4335.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4335
 AI4335.The ellipsoidal height was determined by GPS observations
 AI4335.and is referenced to NAD 83.
 AI4335
 AI4335.The geoid height was determined by GEOID03.
 AI4335
 AI4335;                    North         East     Units Scale Factor Converg.
 AI4335;SPC NJ       -   118,284.385   105,903.107   MT  0.99992393   -0 19 50.8
 AI4335;SPC NJ       -   388,071.35    347,450.44   sFT  0.99992393   -0 19 50.8
 AI4335;UTM  18      - 4,416,403.435   498,659.915   MT  0.99960002   -0 00 36.2
 AI4335
 AI4335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4335!SPC NJ       -   1.00000235  x   0.99992393  =   0.99992628
 AI4335!UTM  18      -   1.00000235  x   0.99960002  =   0.99960237
 AI4335
 AI4335                          SUPERSEDED SURVEY CONTROL
 AI4335
 AI4335  ELLIP H (03/31/00)  -14.98   (m)                       GP(       ) 3 1
 AI4335
 AI4335.Superseded values are not recommended for survey control.
 AI4335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4335.See file dsdata.txt to determine how the superseded data were derived.
 AI4335
 AI4335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9866016403(NAD 83)
 AI4335_MARKER: DD = SURVEY DISK
 AI4335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4335_STAMPING: 4 G 1 1999
 AI4335_MARK LOGO: NJGS  
 AI4335_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4335+STABILITY: SURFACE MOTION
 AI4335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4335+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2005
 AI4335
 AI4335  HISTORY     - Date     Condition        Report By
 AI4335  HISTORY     - 1999     MONUMENTED       NJGS
 AI4335  HISTORY     - 20020621 GOOD             INDIV
 AI4335  HISTORY     - 20030403 GOOD             JCLS
 AI4335  HISTORY     - 20051128 GOOD             INDIV
 AI4335
 AI4335                          STATION DESCRIPTION
 AI4335
 AI4335'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 AI4335'THE STATION IS LOCATED IN CHERRY HILL TOWNSHIP ON THE NORTH SIDE OF
 AI4335'BORTONS MILL ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI4335'INTERSTATE HIGHWAY 295 AND HADDONFIELD ROAD, COUNTY ROAD 561 AT
 AI4335'INTERCHANGE 32, GO NORTHWEST ON COUNTY ROAD 561 FOR 0.75 MI (1.21 KM)
 AI4335'TO THE INTERSECTION WITH BRACE ROAD, ALSO KNOWN AS STATE ROUTE 154.
 AI4335'TURN RIGHT AND GO NORTH NORTHEAST ON STATE ROUTE 154 FOR 0.6 MI (1.0
 AI4335'KM) TO THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND IN A GRASS
 AI4335'AREA AT THE NORTHWEST CORNER OF THE INTERSECTION OF BORTONS MILL ROAD
 AI4335'AND STATE ROUTE 154 TO THE EAST AND CALDWELL ROAD TO THE WEST.  THE
 AI4335'STATION IS 17.4 M (57.1 FT) WEST FROM THE WEST CURB OF STATE ROUTE
 AI4335'154, 16.0 M (52.5 FT) EAST FROM THE EAST CURB OF CALDWELL ROAD, 13.3 M
 AI4335'(43.6 FT) NORTH FROM THE NORTH CURB OF BORTONS MILL ROAD, 13.3 M (43.6
 AI4335'FT) NORTHWEST FROM A MULTIPLE SIGN POST WITH WITNESS SIGN ATTACHED,
 AI4335'36.4 M (119.4 FT) SOUTH FROM THE SOUTH CURB OF THE PAVED DRIVEWAY
 AI4335'LEADING TO AN INSURANCE COMPANY AND 17.0 M (55.8 FT) WEST NORTHWEST
 AI4335'FROM WOOD UTILITY POLE NUMBER 62457.
 AI4335
 AI4335                          STATION RECOVERY (2002)
 AI4335
 AI4335'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 AI4335'RECOVERED IN GOOD CONDITION.
 AI4335
 AI4335                          STATION RECOVERY (2003)
 AI4335
 AI4335'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 AI4335'RECOVERED IN GOOD CONDITION.
 AI4335
 AI4335                          STATION RECOVERY (2005)
 AI4335
 AI4335'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (LUD)
 AI4335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4336 ***********************************************************************
 AI4336  DESIGNATION -  4 H 1
 AI4336  PID         -  AI4336
 AI4336  STATE/COUNTY-  NJ/CAMDEN
 AI4336  USGS QUAD   -  WILLIAMSTOWN (1981)
 AI4336
 AI4336                         *CURRENT SURVEY CONTROL
 AI4336  ___________________________________________________________________
 AI4336* NAD 83(1996)-  39 43 43.26869(N)    074 59 20.02121(W)     ADJUSTED  
 AI4336* NAVD 88     -        47.0    (meters)     154.     (feet)  GPS OBS   
 AI4336  ___________________________________________________________________
 AI4336  X           -   1,272,245.786 (meters)                     COMP
 AI4336  Y           -  -4,744,407.428 (meters)                     COMP
 AI4336  Z           -   4,054,871.865 (meters)                     COMP
 AI4336  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AI4336  ELLIP HEIGHT-          13.79  (meters)          (09/25/02) GPS OBS
 AI4336  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 AI4336
 AI4336  HORZ ORDER  -  FIRST
 AI4336  ELLP ORDER  -  FOURTH    CLASS I
 AI4336
 AI4336.The horizontal coordinates were established by GPS observations
 AI4336.and adjusted by the National Geodetic Survey in March 2000..
 AI4336
 AI4336.The orthometric height was determined by GPS observations and a
 AI4336.high-resolution geoid model.
 AI4336
 AI4336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4336
 AI4336.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4336
 AI4336.The ellipsoidal height was determined by GPS observations
 AI4336.and is referenced to NAD 83.
 AI4336
 AI4336.The geoid height was determined by GEOID03.
 AI4336
 AI4336;                    North         East     Units Scale Factor Converg.
 AI4336;SPC NJ       -    99,507.133   108,090.726   MT  0.99992162   -0 18 44.9
 AI4336;SPC NJ       -   326,466.32    354,627.66   sFT  0.99992162   -0 18 44.9
 AI4336;UTM  18      - 4,397,644.756   500,951.679   MT  0.99960001   +0 00 25.6
 AI4336
 AI4336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4336!SPC NJ       -   0.99999784  x   0.99992162  =   0.99991946
 AI4336!UTM  18      -   0.99999784  x   0.99960001  =   0.99959785
 AI4336
 AI4336                          SUPERSEDED SURVEY CONTROL
 AI4336
 AI4336  ELLIP H (03/31/00)   13.79   (m)                       GP(       ) 3 1
 AI4336
 AI4336.Superseded values are not recommended for survey control.
 AI4336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4336.See file dsdata.txt to determine how the superseded data were derived.
 AI4336
 AI4336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0095297645(NAD 83)
 AI4336_MARKER: DD = SURVEY DISK
 AI4336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI4336_SP_SET: CONCRETE JUNCTION CHAMBER
 AI4336_STAMPING: 4 H 1 1999
 AI4336_MARK LOGO: NJGS  
 AI4336_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4336+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2004
 AI4336
 AI4336  HISTORY     - Date     Condition        Report By
 AI4336  HISTORY     - 1999     MONUMENTED       NJGS
 AI4336  HISTORY     - 20040520 GOOD             INDIV
 AI4336
 AI4336                          STATION DESCRIPTION
 AI4336
 AI4336'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 AI4336'THE STATION IS LOCATED IN WINSLOW TOWNSHIP ON THE SOUTHEAST SIDE OF
 AI4336'SICKLERVILLE ROAD, COUNTY ROAD 705.  TO REACH THE STATION FROM THE
 AI4336'INTERSECTION OF STATE ROUTE 42 AND CROSS KEYS BERLIN ROAD, COUNTY ROAD
 AI4336'689 IN MONROE TOWNSHIP IN GLOUCESTER COUNTY, GO NORTHEAST ON COUNTY
 AI4336'ROAD 689 FOR 1.65 MI (2.66 KM) TO THE INTERSECTION WITH SICKLERVILLE
 AI4336'ROAD.  TURN RIGHT AND GO SOUTHEAST ON SICKLERVILLE ROAD FOR 1.0 MI
 AI4336'(1.6 KM) TO A STONE DRIVEWAY LEADING TO AN UNDERGROUND TELEPHONE
 AI4336'UTILITY JUNCTION CHAMBER ON THE RIGHT, JUST BEYOND THE CROSSROADS
 AI4336'INTERSECTION WITH ERIAL WILLIAMSTOWN ROAD, COUNTY ROAD 704.  TURN
 AI4336'RIGHT INTO THE DRIVEWAY AND GO ABOUT 30 M (98.4 FT) TO THE STATION
 AI4336'AHEAD, SET FLUSH IN A DRILL HOLE AT THE SOUTHWEST CORNER OF A SQUARE
 AI4336'CONCRETE FOUNDATION FOR AN UNDERGROUND TELEPHONE UTILITY JUNCTION
 AI4336'CHAMBER.  THE STATION IS 23.1 M (75.8 FT) SOUTH SOUTHEAST FROM WOOD
 AI4336'UTILITY POLE NUMBER BT L 54 C 783, 29.8 M (97.8 FT) WEST FROM WOOD
 AI4336'UTILITY POLE NUMBER C 11335 92 IN THE ABANDONED ROADWAY, 30.5 M (100.1
 AI4336'FT) WEST SOUTHWEST FROM THE WEST CURBLINE OF SICKLERVILLE ROAD AND
 AI4336'26.0 M (85.3 FT) NORTH FROM THE NORTHWEST CORNER OF A 6 FT (1.8 M)
 AI4336'HIGH CHAIN LINK FENCE SURROUNDING A DETENTION BASIN.
 AI4336
 AI4336                          STATION RECOVERY (2004)
 AI4336
 AI4336'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MF)
 AI4336'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4369 ***********************************************************************
 AI4369  DESIGNATION -  4 J 1
 AI4369  PID         -  AI4369
 AI4369  STATE/COUNTY-  NJ/CAMDEN
 AI4369  USGS QUAD   -  CAMDEN (1995)
 AI4369
 AI4369                         *CURRENT SURVEY CONTROL
 AI4369  ___________________________________________________________________
 AI4369* NAD 83(1996)-  39 54 46.75358(N)    075 05 58.86631(W)     ADJUSTED  
 AI4369* NAVD 88     -         2.7    (meters)       9.     (feet)  GPS OBS   
 AI4369  ___________________________________________________________________
 AI4369  X           -   1,259,691.064 (meters)                     COMP
 AI4369  Y           -  -4,734,162.341 (meters)                     COMP
 AI4369  Z           -   4,070,560.525 (meters)                     COMP
 AI4369  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 AI4369  ELLIP HEIGHT-         -30.07  (meters)          (09/25/02) GPS OBS
 AI4369  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 AI4369
 AI4369  HORZ ORDER  -  FIRST
 AI4369  ELLP ORDER  -  FOURTH    CLASS I
 AI4369
 AI4369.The horizontal coordinates were established by GPS observations
 AI4369.and adjusted by the National Geodetic Survey in March 2000..
 AI4369
 AI4369.The orthometric height was determined by GPS observations and a
 AI4369.high-resolution geoid model.
 AI4369
 AI4369.Photographs are available for this station.
 AI4369
 AI4369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4369
 AI4369.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4369
 AI4369.The ellipsoidal height was determined by GPS observations
 AI4369.and is referenced to NAD 83.
 AI4369
 AI4369.The geoid height was determined by GEOID03.
 AI4369
 AI4369;                    North         East     Units Scale Factor Converg.
 AI4369;SPC NJ       -   120,026.156    98,730.597   MT  0.99993235   -0 23 05.2
 AI4369;SPC NJ       -   393,785.81    323,918.63   sFT  0.99993235   -0 23 05.2
 AI4369;UTM  18      - 4,418,104.467   491,480.120   MT  0.99960089   -0 03 50.3
 AI4369
 AI4369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4369!SPC NJ       -   1.00000472  x   0.99993235  =   0.99993707
 AI4369!UTM  18      -   1.00000472  x   0.99960089  =   0.99960561
 AI4369
 AI4369                          SUPERSEDED SURVEY CONTROL
 AI4369
 AI4369  ELLIP H (03/31/00)  -30.07   (m)                       GP(       ) 3 1
 AI4369
 AI4369.Superseded values are not recommended for survey control.
 AI4369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4369.See file dsdata.txt to determine how the superseded data were derived.
 AI4369
 AI4369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9148018104(NAD 83)
 AI4369_MARKER: DD = SURVEY DISK
 AI4369_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI4369_SP_SET: BRIDGE WALKWAY OVER PIER
 AI4369_STAMPING: 4 J 1 1999
 AI4369_MARK LOGO: NJGS  
 AI4369_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4369+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2002
 AI4369
 AI4369  HISTORY     - Date     Condition        Report By
 AI4369  HISTORY     - 1999     MONUMENTED       NJGS
 AI4369  HISTORY     - 20020707 GOOD             INDIV
 AI4369
 AI4369                          STATION DESCRIPTION
 AI4369
 AI4369'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (RJK)
 AI4369'THE STATION IS LOCATED IN THE CITY OF CAMDEN ON THE SOUTHWEST SIDE OF
 AI4369'MT.  EPHRIAM AVENUE, ALSO KNOWN AS STATE ROUTE 168.  TO REACH THE
 AI4369'STATION FROM THE INTERSECTION OF STATE ROUTE 168 AND U.S.  HIGHWAY
 AI4369'130, GO NORTHEAST ON STATE ROUTE 168 FOR 0.6 MI (1.0 KM) TO THE
 AI4369'STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE AT THE SOUTHWEST CORNER
 AI4369'BRIDGE SIDEWALK OVER THE SOUTH ABUTMENT OF THE BRIDGE CARRYING STATE
 AI4369'ROUTE 168 OVER NORTH BRANCH.  THE STATION IS 3.0 M (9.8 FT) WEST FROM
 AI4369'THE WEST CURB OF THE SOUTHBOUND LANES OF STATE ROUTE 168, 11.4 M (37.4
 AI4369'FT) SOUTH SOUTHWEST FROM UTILITY POLE NUMBER 67642 CM WYN 4003, 5.4 M
 AI4369'(17.7 FT) NORTH FROM THE SOUTH END OF THE WEST CONCRETE BRIDGE
 AI4369'BALUSTRADE AND 11.1 M (36.4 FT) NORTH FROM A SEWER MANHOLE IN THE
 AI4369'NORTH DRIVEWAY FOR THE SHAMMY SHINE CAR WASH COMPANY.
 AI4369
 AI4369                          STATION RECOVERY (2002)
 AI4369
 AI4369'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 AI4369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AS3507 ***********************************************************************
 AS3507  DESIGNATION -  4 K 1
 AS3507  PID         -  AS3507
 AS3507  STATE/COUNTY-  NJ/CAMDEN
 AS3507  USGS QUAD   -  CAMDEN (1995)
 AS3507
 AS3507                         *CURRENT SURVEY CONTROL
 AS3507  ___________________________________________________________________
 AS3507* NAD 83(1986)-  39 58 46.     (N)    075 02 17.     (W)     SCALED    
 AS3507* NAVD 88     -        17.407  (meters)      57.11   (feet)  ADJUSTED  
 AS3507  ___________________________________________________________________
 AS3507  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 AS3507  DYNAMIC HT  -          17.399 (meters)      57.08  (feet)  COMP
 AS3507  MODELED GRAV-     980,189.1   (mgal)                       NAVD 88
 AS3507
 AS3507  VERT ORDER  -  FIRST     CLASS II
 AS3507
 AS3507.The horizontal coordinates were scaled from a topographic map and have
 AS3507.an estimated accuracy of +/- 6 seconds.
 AS3507
 AS3507.The orthometric height was determined by differential leveling
 AS3507.and adjusted by the National Geodetic Survey in March 2005..
 AS3507.No vertical observational check was made to the station.
 AS3507
 AS3507.The geoid height was determined by GEOID03.
 AS3507
 AS3507.The dynamic height is computed by dividing the NAVD 88
 AS3507.geopotential number by the normal gravity value computed on the
 AS3507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS3507.degrees latitude (g = 980.6199 gals.).
 AS3507
 AS3507.The modeled gravity was interpolated from observed gravity values.
 AS3507
 AS3507;                    North         East    Units  Estimated Accuracy
 AS3507;SPC NJ       -   127,370.      104,040.      MT  (+/- 180 meters Scaled)
 AS3507
 AS3507                          SUPERSEDED SURVEY CONTROL
 AS3507
 AS3507.No superseded survey control is available for this station.
 AS3507
 AS3507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK967254(NAD 83)
 AS3507_MARKER: DD = SURVEY DISK
 AS3507_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AS3507_SP_SET: CULVERT HEADWALL
 AS3507_STAMPING: 4 K 1 2000
 AS3507_MARK LOGO: NJGS  
 AS3507_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS3507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS3507+STABILITY: SURFACE MOTION
 AS3507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS3507+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AS3507
 AS3507  HISTORY     - Date     Condition        Report By
 AS3507  HISTORY     - 2000     MONUMENTED       NJGS
 AS3507
 AS3507                          STATION DESCRIPTION
 AS3507
 AS3507'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AS3507'THE STATION IS LOCATED IN PENNSAUKEN TOWNSHIP ON THE SOUTHWEST SIDE OF
 AS3507'NATIONAL HIGHWAY AT THE JUNCTION WITH SUCKLE HIGHWAY.  TO REACH THE
 AS3507'STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 130 AND JOHN TIPTON
 AS3507'AVENUE, GO NORTHWEST ON JOHN TIPTON AVENUE FOR 0.35 MI (0.56 KM) TO
 AS3507'THE INTERSECTION WITH NATIONAL HIGHWAY.  TURN LEFT AND GO SOUTHWEST ON
 AS3507'NATIONAL HIGHWAY FOR 0.20 MI (0.32 KM) TO THE INTERSECTION WITH SUCKLE
 AS3507'HIGHWAY AND THE STATION ON THE RIGHT, SET FLUSH IN THE TOP OF A
 AS3507'CONCRETE CULVERT HEADWALL SURROUNDING A STORM DRAIN INLET.  THE
 AS3507'STATION IS 3.1 M (10.2 FT) EAST FROM THE EAST RAIL OF A RAILROAD
 AS3507'TRACK, 11.7 M (38.4 FT) NORTH FROM THE CENTERLINE OF SUCKLE HIGHWAY
 AS3507'AND 8.4 M (27.6 FT) WEST FROM THE CENTERLINE OF NATIONAL HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5046 ***********************************************************************
 AJ5046  FBN         -  This is a Federal Base Network Control Station.
 AJ5046  DESIGNATION -  4 L 1
 AJ5046  PID         -  AJ5046
 AJ5046  STATE/COUNTY-  NJ/CAMDEN
 AJ5046  USGS QUAD   -  CAMDEN (1995)
 AJ5046
 AJ5046                         *CURRENT SURVEY CONTROL
 AJ5046  ___________________________________________________________________
 AJ5046* NAD 83(1996)-  39 58 34.95649(N)    075 01 54.75006(W)     ADJUSTED  
 AJ5046* NAVD 88     -        17.541  (meters)      57.55   (feet)  ADJUSTED  
 AJ5046  ___________________________________________________________________
 AJ5046  X           -   1,264,128.862 (meters)                     COMP
 AJ5046  Y           -  -4,728,313.470 (meters)                     COMP
 AJ5046  Z           -   4,075,966.063 (meters)                     COMP
 AJ5046  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 AJ5046  ELLIP HEIGHT-         -15.31  (meters)          (09/24/01) GPS OBS
 AJ5046  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 AJ5046  DYNAMIC HT  -          17.533 (meters)      57.52  (feet)  COMP
 AJ5046  MODELED GRAV-     980,189.8   (mgal)                       NAVD 88
 AJ5046
 AJ5046  HORZ ORDER  -  A
 AJ5046  VERT ORDER  -  FIRST     CLASS II
 AJ5046  ELLP ORDER  -  FOURTH    CLASS I
 AJ5046
 AJ5046.The horizontal coordinates were established by GPS observations
 AJ5046.and adjusted by the National Geodetic Survey in September 2001..
 AJ5046
 AJ5046.The orthometric height was determined by differential leveling
 AJ5046.and adjusted by the National Geodetic Survey in March 2005..
 AJ5046.No vertical observational check was made to the station.
 AJ5046
 AJ5046.Photographs are available for this station.
 AJ5046
 AJ5046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5046
 AJ5046.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5046
 AJ5046.The ellipsoidal height was determined by GPS observations
 AJ5046.and is referenced to NAD 83.
 AJ5046
 AJ5046.The geoid height was determined by GEOID03.
 AJ5046
 AJ5046.The dynamic height is computed by dividing the NAVD 88
 AJ5046.geopotential number by the normal gravity value computed on the
 AJ5046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5046.degrees latitude (g = 980.6199 gals.).
 AJ5046
 AJ5046.The modeled gravity was interpolated from observed gravity values.
 AJ5046
 AJ5046;                    North         East     Units Scale Factor Converg.
 AJ5046;SPC NJ       -   127,027.158   104,569.922   MT  0.99992540   -0 20 30.2
 AJ5046;SPC NJ       -   416,754.93    343,076.49   sFT  0.99992540   -0 20 30.2
 AJ5046;UTM  18      - 4,425,135.767   497,278.221   MT  0.99960009   -0 01 13.7
 AJ5046
 AJ5046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5046!SPC NJ       -   1.00000240  x   0.99992540  =   0.99992780
 AJ5046!UTM  18      -   1.00000240  x   0.99960009  =   0.99960249
 AJ5046
 AJ5046                          SUPERSEDED SURVEY CONTROL
 AJ5046
 AJ5046  NAVD 88 (06/06/05)   17.54   (m)           57.5    (f) LEVELING    3  
 AJ5046
 AJ5046.Superseded values are not recommended for survey control.
 AJ5046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5046.See file dsdata.txt to determine how the superseded data were derived.
 AJ5046
 AJ5046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9727825136(NAD 83)
 AJ5046_MARKER: F = FLANGE-ENCASED ROD
 AJ5046_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ5046_STAMPING: 4 L 1 2000
 AJ5046_MARK LOGO: NGS   
 AJ5046_PROJECTION: RECESSED 5 CENTIMETERS
 AJ5046_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5046+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 AJ5046_ROD/PIPE-DEPTH: 7.32 meters
 AJ5046_SLEEVE-DEPTH  : 0.90 meters
 AJ5046
 AJ5046  HISTORY     - Date     Condition        Report By
 AJ5046  HISTORY     - 2000     MONUMENTED       NJGS
 AJ5046  HISTORY     - 20000606 GOOD             NJGS
 AJ5046  HISTORY     - 20050411 GOOD             NJGS
 AJ5046
 AJ5046                          STATION DESCRIPTION
 AJ5046
 AJ5046'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RKJ)
 AJ5046'THE STATION IS LOCATED IN PENNSAUKEN TOWNSHIP, IN THE CENTER OF
 AJ5046'THE GRASSY MEDIAN OF US HIGHWAY 130.  OWNERSHIP--NEW JERSEY
 AJ5046'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE
 AJ5046'JUNCTION OF US HIGHWAY 130 AND STATE HIGHWAY 73, GO SOUTH ON
 AJ5046'HIGHWAY 130 FOR 1.37 KM (0.85 MI) TO AN INTERSECTION.  TURN LEFT,
 AJ5046'SOUTHEAST ON JOHN TIPTON AVENUE FOR ABOUT 30.48 M (100.00 FT) TO
 AJ5046'THE STATION ON THE RIGHT (THIS PART OF JOHN TIPTON AVENUE IS A
 AJ5046'CONNECTOR ROAD FOR THE NORTHBOUND AND THE SOUTHBOUND LANES
 AJ5046'OF HIGHWAY 130).  THE STATION IS A PUNCH MARK ON THE TOP OF A
 AJ5046'STAINLESS STEEL ROD IN A GREASE-FILLED SLEEVE, ENCASED IN A 13 CM
 AJ5046'PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE RECESSED 5 CM
 AJ5046'BELOW GROUND.  LOCATED 30.48 M (100.00 FT) SOUTHEAST OF THE
 AJ5046'SOUTHEAST CURB OF HIGHWAY 130, 24.6 M (80.7 FT) SOUTHEAST OF POWER
 AJ5046'POLE NUMBER 65949, 5.6 M (18.4 FT) SOUTHWEST OF THE SOUTHWEST CURB
 AJ5046'OF THE AVENUE CONNECTOR AND 0.65 M (2.13 FT) EAST OF AN NJGS METAL
 AJ5046'WITNESS POST.
 AJ5046'
 AJ5046
 AJ5046                          STATION RECOVERY (2000)
 AJ5046
 AJ5046'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AJ5046'THE STATION WAS RECOVERED AS DESCRIBED.
 AJ5046
 AJ5046                          STATION RECOVERY (2005)
 AJ5046
 AJ5046'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 AJ5046'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AS3516 ***********************************************************************
 AS3516  DESIGNATION -  4 M 1
 AS3516  PID         -  AS3516
 AS3516  STATE/COUNTY-  NJ/CAMDEN
 AS3516  USGS QUAD   -  CAMDEN (1995)
 AS3516
 AS3516                         *CURRENT SURVEY CONTROL
 AS3516  ___________________________________________________________________
 AS3516* NAD 83(1986)-  39 59 20.     (N)    075 02 35.     (W)     SCALED    
 AS3516* NAVD 88     -         7.427  (meters)      24.37   (feet)  ADJUSTED  
 AS3516  ___________________________________________________________________
 AS3516  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 AS3516  DYNAMIC HT  -           7.424 (meters)      24.36  (feet)  COMP
 AS3516  MODELED GRAV-     980,187.7   (mgal)                       NAVD 88
 AS3516
 AS3516  VERT ORDER  -  FIRST     CLASS II
 AS3516
 AS3516.The horizontal coordinates were scaled from a topographic map and have
 AS3516.an estimated accuracy of +/- 6 seconds.
 AS3516
 AS3516.The orthometric height was determined by differential leveling
 AS3516.and adjusted by the National Geodetic Survey in March 2005..
 AS3516
 AS3516.The geoid height was determined by GEOID03.
 AS3516
 AS3516.The dynamic height is computed by dividing the NAVD 88
 AS3516.geopotential number by the normal gravity value computed on the
 AS3516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS3516.degrees latitude (g = 980.6199 gals.).
 AS3516
 AS3516.The modeled gravity was interpolated from observed gravity values.
 AS3516
 AS3516;                    North         East    Units  Estimated Accuracy
 AS3516;SPC NJ       -   128,420.      103,620.      MT  (+/- 180 meters Scaled)
 AS3516
 AS3516                          SUPERSEDED SURVEY CONTROL
 AS3516
 AS3516.No superseded survey control is available for this station.
 AS3516
 AS3516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK963265(NAD 83)
 AS3516_MARKER: DD = SURVEY DISK
 AS3516_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AS3516_SP_SET: JUNCTION CHAMBER
 AS3516_STAMPING: 4 M 1 2000
 AS3516_MARK LOGO: NJGS  
 AS3516_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS3516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS3516+STABILITY: SURFACE MOTION
 AS3516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS3516+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AS3516
 AS3516  HISTORY     - Date     Condition        Report By
 AS3516  HISTORY     - 2000     MONUMENTED       NJGS
 AS3516
 AS3516                          STATION DESCRIPTION
 AS3516
 AS3516'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (ECB)
 AS3516'THE STATION IS LOCATED IN PENNSAUKEN TOWNSHIP ON THE NORTH SIDE OF
 AS3516'RIVER ROAD, COUNTY ROAD 543.  TO REACH THE STATION FROM THE
 AS3516'INTERSECTION OF COUNTY ROAD 543 AND STATE ROUTE 73 IN THE BOROUGH OF
 AS3516'PALMYRA IN BURLINGTON COUNTY, GO SOUTH ON COUNTY ROAD 543 FOR 0.8 MI
 AS3516'(1.3 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE AT THE
 AS3516'SOUTHWEST CORNER OF AN 8 FT.  (2.4 M) SQUARE CONCRETE JUNCTION CHAMBER
 AS3516'WITH A 3.5 FT (1.1 M) SQUARE STEEL COVER.  THE STATION IS 54.2 FT
 AS3516'(16.5 M) WEST FROM WOOD UTILITY POLE NUMBER 67310 PS BT 967, 43.8 FT
 AS3516'(13.4 M) WEST FROM AN INLET, 13.2 FT (4.0 M) NORTH FROM THE NORTH
 AS3516'CURBLINE OF COUNTY ROAD 543 AND 58.3 FT (17.8 M) EAST NORTHEAST FROM
 AS3516'WOOD UTILITY POLE NUMBER 65657 PS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1061 ***********************************************************************
 KV1061  DESIGNATION -  4 PRR
 KV1061  PID         -  KV1061
 KV1061  STATE/COUNTY-  NJ/HUNTERDON
 KV1061  USGS QUAD   -  HOPEWELL (1977)
 KV1061
 KV1061                         *CURRENT SURVEY CONTROL
 KV1061  ___________________________________________________________________
 KV1061* NAD 83(1986)-  40 28 27.     (N)    074 51 50.     (W)     SCALED    
 KV1061* NAVD 88     -        48.203  (meters)     158.15   (feet)  ADJUSTED  
 KV1061  ___________________________________________________________________
 KV1061  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KV1061  DYNAMIC HT  -          48.180 (meters)     158.07  (feet)  COMP
 KV1061  MODELED GRAV-     980,154.9   (mgal)                       NAVD 88
 KV1061
 KV1061  VERT ORDER  -  SECOND    CLASS 0
 KV1061
 KV1061.The horizontal coordinates were scaled from a topographic map and have
 KV1061.an estimated accuracy of +/- 6 seconds.
 KV1061
 KV1061.The orthometric height was determined by differential leveling
 KV1061.and adjusted by the National Geodetic Survey in June 1991..
 KV1061
 KV1061.The geoid height was determined by GEOID03.
 KV1061
 KV1061.The dynamic height is computed by dividing the NAVD 88
 KV1061.geopotential number by the normal gravity value computed on the
 KV1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1061.degrees latitude (g = 980.6199 gals.).
 KV1061
 KV1061.The modeled gravity was interpolated from observed gravity values.
 KV1061
 KV1061;                    North         East    Units  Estimated Accuracy
 KV1061;SPC NJ       -   182,220.      119,150.      MT  (+/- 180 meters Scaled)
 KV1061
 KV1061                          SUPERSEDED SURVEY CONTROL
 KV1061
 KV1061  NGVD 29 (??/??/??)   48.446  (m)          158.94   (f) ADJUSTED    2 0
 KV1061
 KV1061.Superseded values are not recommended for survey control.
 KV1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1061.See file dsdata.txt to determine how the superseded data were derived.
 KV1061
 KV1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK115803(NAD 83)
 KV1061_MARKER: B = BOLT
 KV1061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1061_SP_SET: BRIDGE SEAT
 KV1061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1061
 KV1061  HISTORY     - Date     Condition        Report By
 KV1061  HISTORY     - 1935     MONUMENTED       PRR
 KV1061  HISTORY     - 1935     GOOD             CGS
 KV1061  HISTORY     - 19950909 GOOD             USPSQD
 KV1061
 KV1061                          STATION DESCRIPTION
 KV1061
 KV1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1061'2.5 MI S FROM FLEMINGTON.
 KV1061'2.5 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE COUNTY
 KV1061'COURTHOUSE AT FLEMINGTON, HUNTERDON COUNTY, 500 FEET SOUTH OF THE
 KV1061'STATION AT COPPER HILL, AT BRIDGE 9.75 OVER NESHANIC CREEK, AND
 KV1061'IN THE TOP OF THE SOUTHEAST CORNER OF THE BRIDGE SEAT.
 KV1061
 KV1061                          STATION RECOVERY (1995)
 KV1061
 KV1061'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0683 ***********************************************************************
 KV0683  DESIGNATION -  402 NJGS
 KV0683  PID         -  KV0683
 KV0683  STATE/COUNTY-  NJ/ESSEX
 KV0683  USGS QUAD   -  ORANGE (1981)
 KV0683
 KV0683                         *CURRENT SURVEY CONTROL
 KV0683  ___________________________________________________________________
 KV0683* NAD 83(1986)-  40 46 44.     (N)    074 13 54.     (W)     SCALED    
 KV0683* NAVD 88     -        64.208  (meters)     210.66   (feet)  ADJUSTED  
 KV0683  ___________________________________________________________________
 KV0683  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV0683  DYNAMIC HT  -          64.181 (meters)     210.57  (feet)  COMP
 KV0683  MODELED GRAV-     980,201.3   (mgal)                       NAVD 88
 KV0683
 KV0683  VERT ORDER  -  SECOND    CLASS 0
 KV0683
 KV0683.The horizontal coordinates were scaled from a topographic map and have
 KV0683.an estimated accuracy of +/- 6 seconds.
 KV0683
 KV0683.The orthometric height was determined by differential leveling
 KV0683.and adjusted by the National Geodetic Survey in June 1991..
 KV0683
 KV0683.The geoid height was determined by GEOID03.
 KV0683
 KV0683.The dynamic height is computed by dividing the NAVD 88
 KV0683.geopotential number by the normal gravity value computed on the
 KV0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0683.degrees latitude (g = 980.6199 gals.).
 KV0683
 KV0683.The modeled gravity was interpolated from observed gravity values.
 KV0683
 KV0683;                    North         East    Units  Estimated Accuracy
 KV0683;SPC NJ       -   216,030.      172,650.      MT  (+/- 180 meters Scaled)
 KV0683
 KV0683                          SUPERSEDED SURVEY CONTROL
 KV0683
 KV0683  NGVD 29 (??/??/??)   64.521  (m)          211.68   (f) ADJUSTED    2 0
 KV0683
 KV0683.Superseded values are not recommended for survey control.
 KV0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0683.See file dsdata.txt to determine how the superseded data were derived.
 KV0683
 KV0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL648144(NAD 83)
 KV0683_MARKER: DD = SURVEY DISK
 KV0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0683_STAMPING: 402
 KV0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0683+STABILITY: SURFACE MOTION
 KV0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0683+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 KV0683
 KV0683  HISTORY     - Date     Condition        Report By
 KV0683  HISTORY     - 1935     MONUMENTED       NJGS
 KV0683  HISTORY     - 1935     GOOD             CGS
 KV0683  HISTORY     - 20060328 GOOD             KSENG
 KV0683
 KV0683                          STATION DESCRIPTION
 KV0683
 KV0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0683'AT ORANGE.
 KV0683'AT ORANGE, ESSEX COUNTY, ON THE SOUTH SIDE OF PARK AVENUE,
 KV0683'BETWEEN CHAPEL AND HIGH STREETS, 292 FEET WEST OF THE WEST CURB
 KV0683'OF HIGH STREET, 233 FEET EAST OF THE EAST CURB OF CHAPEL STREET,
 KV0683'29.8 FEET NORTHWEST OF THE CORNER OF THE ANNIE MANAHAN STORE, 20
 KV0683'FEET FROM THE NORTHEAST CORNER OF THE SYLVANUS SHAW STORE,
 KV0683'16.6 FEET NORTH OF THE CONCRETE WALL AND IRON FENCE OF ST.
 KV0683'JOHNS CEMETERY, 8.5 FEET SOUTH OF THE SOUTH CURB OF PARK AVENUE,
 KV0683'AND ABOUT 2 INCHES UNDER GROUND.  A STATE SURVEY STANDARD DISK,
 KV0683'STAMPED 402 AND SET IN THE TOP OF A CONCRETE POST.
 KV0683
 KV0683                          STATION RECOVERY (2006)
 KV0683
 KV0683'RECOVERY NOTE BY KS ENGINEERS PC 2006
 KV0683'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0682 ***********************************************************************
 KV0682  DESIGNATION -  403 NJGS
 KV0682  PID         -  KV0682
 KV0682  STATE/COUNTY-  NJ/ESSEX
 KV0682  USGS QUAD   -  ORANGE (1981)
 KV0682
 KV0682                         *CURRENT SURVEY CONTROL
 KV0682  ___________________________________________________________________
 KV0682* NAD 83(1986)-  40 46 53.     (N)    074 14 14.     (W)     SCALED    
 KV0682* NAVD 88     -        54.995  (meters)     180.43   (feet)  ADJUSTED  
 KV0682  ___________________________________________________________________
 KV0682  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KV0682  DYNAMIC HT  -          54.972 (meters)     180.35  (feet)  COMP
 KV0682  MODELED GRAV-     980,197.8   (mgal)                       NAVD 88
 KV0682
 KV0682  VERT ORDER  -  SECOND    CLASS 0
 KV0682
 KV0682.The horizontal coordinates were scaled from a topographic map and have
 KV0682.an estimated accuracy of +/- 6 seconds.
 KV0682
 KV0682.The orthometric height was determined by differential leveling
 KV0682.and adjusted by the National Geodetic Survey in June 1991..
 KV0682
 KV0682.The geoid height was determined by GEOID03.
 KV0682
 KV0682.The dynamic height is computed by dividing the NAVD 88
 KV0682.geopotential number by the normal gravity value computed on the
 KV0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0682.degrees latitude (g = 980.6199 gals.).
 KV0682
 KV0682.The modeled gravity was interpolated from observed gravity values.
 KV0682
 KV0682;                    North         East    Units  Estimated Accuracy
 KV0682;SPC NJ       -   216,310.      172,180.      MT  (+/- 180 meters Scaled)
 KV0682
 KV0682                          SUPERSEDED SURVEY CONTROL
 KV0682
 KV0682  NGVD 29 (??/??/??)   55.309  (m)          181.46   (f) ADJUSTED    2 0
 KV0682
 KV0682.Superseded values are not recommended for survey control.
 KV0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0682.See file dsdata.txt to determine how the superseded data were derived.
 KV0682
 KV0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL643147(NAD 83)
 KV0682_MARKER: DD = SURVEY DISK
 KV0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0682_STAMPING: 403
 KV0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0682+STABILITY: SURFACE MOTION
 KV0682
 KV0682  HISTORY     - Date     Condition        Report By
 KV0682  HISTORY     - 1935     MONUMENTED       NJGS
 KV0682  HISTORY     - 1935     GOOD             CGS
 KV0682
 KV0682                          STATION DESCRIPTION
 KV0682
 KV0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0682'AT ORANGE.
 KV0682'AT ORANGE, ESSEX COUNTY, AT THE SOUTHEAST CORNER OF THE
 KV0682'INTERSECTION OF PARK AVENUE AND NORTH BAY STREET, 18.6 FEET
 KV0682'EAST OF THE EAST CURB OF NORTH BAY STREET, 10.7 FEET SOUTH OF
 KV0682'THE SOUTH CURB OF PARK AVENUE, 9.7 FEET SOUTHEAST OF THE CROWFOOT
 KV0682'IN THE EAST ONE OF TWO IRON GUARD POSTS, 9.2 FEET SOUTHEAST OF
 KV0682'THE CROWFOOT IN THE WEST IRON GUARD POST, AND ABOUT 2 INCHES
 KV0682'UNDER GROUND.  A STATE SURVEY STANDARD DISK, STAMPED 403 AND
 KV0682'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0954 ***********************************************************************
 KV0954  DESIGNATION -  40.39 NJGS
 KV0954  PID         -  KV0954
 KV0954  STATE/COUNTY-  NJ/MIDDLESEX
 KV0954  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV0954
 KV0954                         *CURRENT SURVEY CONTROL
 KV0954  ___________________________________________________________________
 KV0954* NAD 83(1986)-  40 22 35.     (N)    074 25 23.     (W)     SCALED    
 KV0954* NAVD 88     -        12.028  (meters)      39.46   (feet)  POSTED    
 KV0954  ___________________________________________________________________
 KV0954  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KV0954  DYNAMIC HT  -          12.020 (meters)      39.44  (feet)  COMP
 KV0954  MODELED GRAV-     980,198.0   (mgal)                       NAVD 88
 KV0954
 KV0954  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KV0954
 KV0954.The horizontal coordinates were scaled from a topographic map and have
 KV0954.an estimated accuracy of +/- 6 seconds.
 KV0954
 KV0954.The orthometric height was determined by differential leveling
 KV0954.and adjusted by the National Geodetic Survey in 1992..
 KV0954.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KV0954.rate of 0.0 thru 1.0 mm/km.
 KV0954
 KV0954.The geoid height was determined by GEOID03.
 KV0954
 KV0954.The dynamic height is computed by dividing the NAVD 88
 KV0954.geopotential number by the normal gravity value computed on the
 KV0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0954.degrees latitude (g = 980.6199 gals.).
 KV0954
 KV0954.The modeled gravity was interpolated from observed gravity values.
 KV0954
 KV0954;                    North         East    Units  Estimated Accuracy
 KV0954;SPC NJ       -   171,310.      156,530.      MT  (+/- 180 meters Scaled)
 KV0954
 KV0954                          SUPERSEDED SURVEY CONTROL
 KV0954
 KV0954  NGVD 29 (??/??/??)   12.374  (m)           40.60   (f) ADJUSTED    1 2
 KV0954
 KV0954.Superseded values are not recommended for survey control.
 KV0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0954.See file dsdata.txt to determine how the superseded data were derived.
 KV0954
 KV0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK489696(NAD 83)
 KV0954_MARKER: X = CHISELED CROSS
 KV0954_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0954_SP_SET: WINDOW SILL
 KV0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0954
 KV0954  HISTORY     - Date     Condition        Report By
 KV0954  HISTORY     - UNK      MONUMENTED       NJGS
 KV0954  HISTORY     - 1940     GOOD             CGS
 KV0954  HISTORY     - 1974     MARK NOT FOUND   NGS
 KV0954
 KV0954                          STATION DESCRIPTION
 KV0954
 KV0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KV0954'AT HELMETTA.
 KV0954'AT HELMETTA, MIDDLESEX COUNTY, AT THE GEORGE W. HELME CO. PLANT,
 KV0954'IN THE EAST FACE OF THE NORTHEAST CORNER OF THE BOILER HOUSE,
 KV0954'ON THE NORTH END OF THE WINDOWSILL, AND ABOUT 3 FEET LOWER THAN
 KV0954'THE MAIN ROAD.  A CHISELED CROSS.
 KV0954
 KV0954                          STATION RECOVERY (1974)
 KV0954
 KV0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4353 ***********************************************************************
 AI4353  DESIGNATION -  4062
 AI4353  PID         -  AI4353
 AI4353  STATE/COUNTY-  NJ/GLOUCESTER
 AI4353  USGS QUAD   -  PITMAN WEST (1995)
 AI4353
 AI4353                         *CURRENT SURVEY CONTROL
 AI4353  ___________________________________________________________________
 AI4353* NAD 83(1996)-  39 42 58.23978(N)    075 08 34.68822(W)     ADJUSTED  
 AI4353* NAVD 88     -        41.7    (meters)     137.     (feet)  GPS OBS   
 AI4353  ___________________________________________________________________
 AI4353  X           -   1,259,709.538 (meters)                     COMP
 AI4353  Y           -  -4,748,665.408 (meters)                     COMP
 AI4353  Z           -   4,053,800.346 (meters)                     COMP
 AI4353  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AI4353  ELLIP HEIGHT-           8.54  (meters)          (09/25/02) GPS OBS
 AI4353  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 AI4353
 AI4353  HORZ ORDER  -  FIRST
 AI4353  ELLP ORDER  -  FOURTH    CLASS I
 AI4353
 AI4353.The horizontal coordinates were established by GPS observations
 AI4353.and adjusted by the National Geodetic Survey in March 2000..
 AI4353
 AI4353.The orthometric height was determined by GPS observations and a
 AI4353.high-resolution geoid model.
 AI4353
 AI4353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4353
 AI4353.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4353
 AI4353.The ellipsoidal height was determined by GPS observations
 AI4353.and is referenced to NAD 83.
 AI4353
 AI4353.The geoid height was determined by GEOID03.
 AI4353
 AI4353;                    North         East     Units Scale Factor Converg.
 AI4353;SPC NJ       -    98,201.882    94,873.056   MT  0.99993740   -0 24 39.1
 AI4353;SPC NJ       -   322,184.01    311,262.68   sFT  0.99993740   -0 24 39.1
 AI4353;UTM  18      - 4,396,266.264   487,745.835   MT  0.99960185   -0 05 28.9
 AI4353
 AI4353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4353!SPC NJ       -   0.99999866  x   0.99993740  =   0.99993606
 AI4353!UTM  18      -   0.99999866  x   0.99960185  =   0.99960051
 AI4353
 AI4353                          SUPERSEDED SURVEY CONTROL
 AI4353
 AI4353  ELLIP H (03/31/00)    8.54   (m)                       GP(       ) 3 1
 AI4353
 AI4353.Superseded values are not recommended for survey control.
 AI4353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4353.See file dsdata.txt to determine how the superseded data were derived.
 AI4353
 AI4353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8774696266(NAD 83)
 AI4353_MARKER: DD = SURVEY DISK
 AI4353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4353_STAMPING: 4062 137.951
 AI4353_MARK LOGO: NJDCED
 AI4353_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4353+STABILITY: SURFACE MOTION
 AI4353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4353+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2001
 AI4353
 AI4353  HISTORY     - Date     Condition        Report By
 AI4353  HISTORY     - 1939     MONUMENTED       NJDCED
 AI4353  HISTORY     - 19990707 GOOD             NJGS
 AI4353  HISTORY     - 20010406 GOOD             TWT
 AI4353  HISTORY     - 20040122 GOOD             GEOCAC
 AI4353
 AI4353                          STATION DESCRIPTION
 AI4353
 AI4353'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (JVS)
 AI4353'THE STATION IS LOCATED IN HARRISON TOWNSHIP ON THE NORTHEAST SIDE OF
 AI4353'U.S.  HIGHWAY 322.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI4353'STATE ROUTE 55 AND U.S.  HIGHWAY 322 AT INTERCHANGE 50, GO SOUTHEAST
 AI4353'ON U.S.  HIGHWAY 322, ALSO KNOWN AS COUNTY ROAD 536, FOR 0.75 MI (1.21
 AI4353'KM) TO THE STATION ON THE LEFT.  THE STATION IS 23.5 M (77.1 FT)
 AI4353'SOUTHEAST FROM WOOD UTILITY POLE NUMBER BT L 39 ACE 617, 22.75 M
 AI4353'(74.64 FT) NORTHWEST FROM WOOD UTILITY POLE NUMBER ACE 618, 6.0 M
 AI4353'(19.7 FT) NORTHEAST FROM THE CENTERLINE OF U.S.  HIGHWAY 322 AND 6.3 M
 AI4353'(20.7 FT) NORTHWEST FROM THE CENTERLINE OF A PARTIALLY PAVED
 AI4353'BITUMINOUS DRIVE, LEADING NORTHEAST TO A ONE STORY FRAME DWELLING.
 AI4353'THE STATION IS 15.0 M (49.2 FT) WEST NORTHWEST FROM A MAILBOX FOR
 AI4353'HOUSE NUMBER 739 ON THE NORTHEAST SIDE OF U.S.  HIGHWAY 322.  THE
 AI4353'STATION IS SET ABOUT 0.3 M (1.0 FT) BELOW THE GROUND.
 AI4353
 AI4353                          STATION RECOVERY (2001)
 AI4353
 AI4353'RECOVERY NOTE BY TWT CONS ENG 2001 (DJR)
 AI4353'RECOVERED IN GOOD CONDITION.
 AI4353
 AI4353                          STATION RECOVERY (2004)
 AI4353
 AI4353'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 AI4353'LOCATED AS DESCRIBED ABOUT 20 INCHES BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0099 ***********************************************************************
 KV0099  DESIGNATION -  41.333 CNJRR
 KV0099  PID         -  KV0099
 KV0099  STATE/COUNTY-  NJ/ESSEX
 KV0099  USGS QUAD   -  ELIZABETH (1995)
 KV0099
 KV0099                         *CURRENT SURVEY CONTROL
 KV0099  ___________________________________________________________________
 KV0099* NAD 83(1986)-  40 43 58.     (N)    074 10 13.     (W)     SCALED    
 KV0099* NAVD 88     -        12.346  (meters)      40.51   (feet)  ADJUSTED  
 KV0099  ___________________________________________________________________
 KV0099  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KV0099  DYNAMIC HT  -          12.341 (meters)      40.49  (feet)  COMP
 KV0099  MODELED GRAV-     980,221.4   (mgal)                       NAVD 88
 KV0099
 KV0099  VERT ORDER  -  FIRST     CLASS II
 KV0099
 KV0099.The horizontal coordinates were scaled from a topographic map and have
 KV0099.an estimated accuracy of +/- 6 seconds.
 KV0099
 KV0099.The orthometric height was determined by differential leveling
 KV0099.and adjusted by the National Geodetic Survey in June 1991..
 KV0099
 KV0099.The geoid height was determined by GEOID03.
 KV0099
 KV0099.The dynamic height is computed by dividing the NAVD 88
 KV0099.geopotential number by the normal gravity value computed on the
 KV0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0099.degrees latitude (g = 980.6199 gals.).
 KV0099
 KV0099.The modeled gravity was interpolated from observed gravity values.
 KV0099
 KV0099;                    North         East    Units  Estimated Accuracy
 KV0099;SPC NJ       -   210,930.      177,850.      MT  (+/- 180 meters Scaled)
 KV0099
 KV0099                          SUPERSEDED SURVEY CONTROL
 KV0099
 KV0099  NGVD 29 (??/??/??)   12.686  (m)           41.62   (f) ADJUSTED    1 2
 KV0099
 KV0099.Superseded values are not recommended for survey control.
 KV0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0099.See file dsdata.txt to determine how the superseded data were derived.
 KV0099
 KV0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL700094(NAD 83)
 KV0099_MARKER: B = BOLT
 KV0099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0099_SP_SET: RELAY BOX
 KV0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0099
 KV0099  HISTORY     - Date     Condition        Report By
 KV0099  HISTORY     - 1933     MONUMENTED       CNJRR
 KV0099  HISTORY     - 1934     GOOD             CGS
 KV0099
 KV0099                          STATION DESCRIPTION
 KV0099
 KV0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0099'AT NEWARK.
 KV0099'AT NEWARK, ESSEX COUNTY, IN THE PASSENGER YARDS OF THE CENTRAL
 KV0099'RAILROAD OF NEW JERSEY, 30 FEET EAST OF THE BRIDGE OVER MULBERRY
 KV0099'ST. AND IN THE TOP OF THE NORTHWEST CORNER OF RELAY BOX N A 2.
 KV0099'THE TOP OF A BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1510 ***********************************************************************
 KV1510  DESIGNATION -  413.9 CNJRR
 KV1510  PID         -  KV1510
 KV1510  STATE/COUNTY-  NJ/HUNTERDON
 KV1510  USGS QUAD   -  BLOOMSBURY (1970)
 KV1510
 KV1510                         *CURRENT SURVEY CONTROL
 KV1510  ___________________________________________________________________
 KV1510* NAD 83(1986)-  40 40 46.     (N)    075 01 15.     (W)     SCALED    
 KV1510* NAVD 88     -       125.937  (meters)     413.18   (feet)  ADJUSTED  
 KV1510  ___________________________________________________________________
 KV1510  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KV1510  DYNAMIC HT  -         125.877 (meters)     412.98  (feet)  COMP
 KV1510  MODELED GRAV-     980,146.4   (mgal)                       NAVD 88
 KV1510
 KV1510  VERT ORDER  -  FIRST     CLASS II
 KV1510
 KV1510.The horizontal coordinates were scaled from a topographic map and have
 KV1510.an estimated accuracy of +/- 6 seconds.
 KV1510
 KV1510.The orthometric height was determined by differential leveling
 KV1510.and adjusted by the National Geodetic Survey in June 1991..
 KV1510
 KV1510.The geoid height was determined by GEOID03.
 KV1510
 KV1510.The dynamic height is computed by dividing the NAVD 88
 KV1510.geopotential number by the normal gravity value computed on the
 KV1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1510.degrees latitude (g = 980.6199 gals.).
 KV1510
 KV1510.The modeled gravity was interpolated from observed gravity values.
 KV1510
 KV1510;                    North         East    Units  Estimated Accuracy
 KV1510;SPC NJ       -   205,080.      105,970.      MT  (+/- 180 meters Scaled)
 KV1510
 KV1510                          SUPERSEDED SURVEY CONTROL
 KV1510
 KV1510  NGVD 29 (??/??/??)  126.168  (m)          413.94   (f) ADJUSTED    1 2
 KV1510
 KV1510.Superseded values are not recommended for survey control.
 KV1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1510.See file dsdata.txt to determine how the superseded data were derived.
 KV1510
 KV1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL982031(NAD 83)
 KV1510_MARKER: B = BOLT
 KV1510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1510_SP_SET: BRIDGE SEAT
 KV1510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1510
 KV1510  HISTORY     - Date     Condition        Report By
 KV1510  HISTORY     - 1933     MONUMENTED       CNJRR
 KV1510  HISTORY     - 1934     GOOD             CGS
 KV1510  HISTORY     - 1954     GOOD             CGS
 KV1510
 KV1510                          STATION DESCRIPTION
 KV1510
 KV1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV1510'0.9 MI W FROM LUDLOW.
 KV1510'0.9 MILE WEST ALONG THE CENTRAL RAILROAD FROM NEW JERSEY FROM THE
 KV1510'STATION AT LUDLOW, HUNTERDON COUNTY, 8 YARDS WEST OF MILEPOST 61,
 KV1510'AT BRIDGE 6101 OVER A HIGHWAY, ON THE NORTH END OF THE EAST
 KV1510'BRIDGE SEAT, 12 FEET NORTH OF CENTERLINE OF THE TRACK, AND ABOUT
 KV1510'5 1/2 FEET LOWER THAN THE TRACK.
 KV1510
 KV1510                          STATION RECOVERY (1954)
 KV1510
 KV1510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KV1510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0095 ***********************************************************************
 KV0095  DESIGNATION -  41.68=36 C OF N
 KV0095  PID         -  KV0095
 KV0095  STATE/COUNTY-  NJ/ESSEX
 KV0095  USGS QUAD   -  ELIZABETH (1995)
 KV0095
 KV0095                         *CURRENT SURVEY CONTROL
 KV0095  ___________________________________________________________________
 KV0095* NAD 83(1986)-  40 43 54.     (N)    074 10 22.     (W)     SCALED    
 KV0095* NAVD 88     -        12.469  (meters)      40.91   (feet)  ADJUSTED  
 KV0095  ___________________________________________________________________
 KV0095  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KV0095  DYNAMIC HT  -          12.463 (meters)      40.89  (feet)  COMP
 KV0095  MODELED GRAV-     980,220.9   (mgal)                       NAVD 88
 KV0095
 KV0095  VERT ORDER  -  FIRST     CLASS II
 KV0095
 KV0095.The horizontal coordinates were scaled from a topographic map and have
 KV0095.an estimated accuracy of +/- 6 seconds.
 KV0095
 KV0095.The orthometric height was determined by differential leveling
 KV0095.and adjusted by the National Geodetic Survey in June 1991..
 KV0095
 KV0095.The geoid height was determined by GEOID03.
 KV0095
 KV0095.The dynamic height is computed by dividing the NAVD 88
 KV0095.geopotential number by the normal gravity value computed on the
 KV0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0095.degrees latitude (g = 980.6199 gals.).
 KV0095
 KV0095.The modeled gravity was interpolated from observed gravity values.
 KV0095
 KV0095;                    North         East    Units  Estimated Accuracy
 KV0095;SPC NJ       -   210,800.      177,640.      MT  (+/- 180 meters Scaled)
 KV0095
 KV0095                          SUPERSEDED SURVEY CONTROL
 KV0095
 KV0095  NGVD 29 (??/??/??)   12.808  (m)           42.02   (f) ADJUSTED    1 2
 KV0095
 KV0095.Superseded values are not recommended for survey control.
 KV0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0095.See file dsdata.txt to determine how the superseded data were derived.
 KV0095
 KV0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL698092(NAD 83)
 KV0095_MARKER: X = CHISELED CROSS
 KV0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0095_SP_SET: WATER TABLE
 KV0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0095+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 KV0095
 KV0095  HISTORY     - Date     Condition        Report By
 KV0095  HISTORY     - 1933     MONUMENTED       NJ2130
 KV0095  HISTORY     - 1934     GOOD             CGS
 KV0095  HISTORY     - 20051113 GOOD             GEOCAC
 KV0095
 KV0095                          STATION DESCRIPTION
 KV0095
 KV0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0095'AT NEWARK.
 KV0095'AT NEWARK, ESSEX COUNTY, ON BROAD STREET, AT THE CITY HALL, 19
 KV0095'FEET SOUTH OF THE SOUTH EDGE OF THE SOUTH ENTRANCE, ON THE WATER
 KV0095'TABLE, 10 INCHES NORTH OF THE JUNCTION OF THE SOUTH STONE BALUSTRADE
 KV0095'WITH THE BUILDING, AND ABOUT 13-1/3 FEET HIGHER THAN THE STREET.
 KV0095'A CHISELED SQUARE.
 KV0095
 KV0095                          STATION RECOVERY (2005)
 KV0095
 KV0095'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV0095'FOUND BY DESCRIPTION.  CORRECTIONS -  19 FEET SOUTH OF THE EAST
 KV0095'ENTRANCE ON BROAD STREET.  THIS IS A CHISELED CROSS, NOT A CHISELED
 KV0095'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1703 ***********************************************************************
 KV1703  DESIGNATION -  41.73
 KV1703  PID         -  KV1703
 KV1703  STATE/COUNTY-  NJ/HUNTERDON
 KV1703  USGS QUAD   -  RIEGELSVILLE (1990)
 KV1703
 KV1703                         *CURRENT SURVEY CONTROL
 KV1703  ___________________________________________________________________
 KV1703* NAD 83(1986)-  40 35 30.     (N)    075 11 17.     (W)     SCALED    
 KV1703* NAVD 88     -        48.600  (meters)     159.45   (feet)  ADJUSTED  
 KV1703  ___________________________________________________________________
 KV1703  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KV1703  DYNAMIC HT  -          48.577 (meters)     159.37  (feet)  COMP
 KV1703  MODELED GRAV-     980,155.8   (mgal)                       NAVD 88
 KV1703
 KV1703  VERT ORDER  -  FIRST     CLASS I
 KV1703
 KV1703.The horizontal coordinates were scaled from a topographic map and have
 KV1703.an estimated accuracy of +/- 6 seconds.
 KV1703
 KV1703.The orthometric height was determined by differential leveling
 KV1703.and adjusted by the National Geodetic Survey in June 1991..
 KV1703
 KV1703.The geoid height was determined by GEOID03.
 KV1703
 KV1703.The dynamic height is computed by dividing the NAVD 88
 KV1703.geopotential number by the normal gravity value computed on the
 KV1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1703.degrees latitude (g = 980.6199 gals.).
 KV1703
 KV1703.The modeled gravity was interpolated from observed gravity values.
 KV1703
 KV1703;                    North         East    Units  Estimated Accuracy
 KV1703;SPC NJ       -   195,430.       91,760.      MT  (+/- 180 meters Scaled)
 KV1703
 KV1703                          SUPERSEDED SURVEY CONTROL
 KV1703
 KV1703  NGVD 29 (01/10/92)   48.843  (m)          160.25   (f) ADJUSTED    1 1
 KV1703
 KV1703.Superseded values are not recommended for survey control.
 KV1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1703.See file dsdata.txt to determine how the superseded data were derived.
 KV1703
 KV1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK840934(NAD 83)
 KV1703_MARKER: Q = CHISELED SQUARE
 KV1703_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1703_SP_SET: HEADWALL
 KV1703_MARK LOGO: NONE  
 KV1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1703+STABILITY: SURFACE MOTION
 KV1703_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1703+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1989
 KV1703
 KV1703  HISTORY     - Date     Condition        Report By
 KV1703  HISTORY     - 1935     MONUMENTED       PRR
 KV1703  HISTORY     - 1956     GOOD             CGS
 KV1703  HISTORY     - 19891010 GOOD             NJGS
 KV1703
 KV1703                          STATION DESCRIPTION
 KV1703
 KV1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1703'6.5 MI NW FROM MILFORD.
 KV1703'6.5 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV1703'STATION AT MILFORD, AT AN OVERPASS OVER AN ASPHALT ROAD, ON TOP
 KV1703'AND AT THE SOUTH END OF THE EAST HEADWALL OF THE OVERPASS, 0.2
 KV1703'MILE SOUTH OF THE PENNSYLVANIA STATION AT RIEGELSVILLE, 6.3 FEET
 KV1703'EAST OF THE EAST RAIL, 1-FOOT BELOW THE LEVEL OF THE TRACK.
 KV1703
 KV1703                          STATION RECOVERY (1989)
 KV1703
 KV1703'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV1703'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1703'2.0 KM (1.25 MI) NORTH ALONG COUNTY ROAD 627 FROM THE HOLLAND CHURCH
 KV1703'AT HOLLAND CHURCH IN HOLLAND TOWNSHIP, TO RIVER ROAD AT THE SOUTH SIDE
 KV1703'OF THE MUSCONETCONG RIVER AT THE WARREN COUNTY LINE, THEN 0.16 KM
 KV1703'(0.10 MI) WEST ON RIVER ROAD TO THE RAILROAD OVERPASS AND THE MARK.
 KV1703'THE MARK IS A CHISELED SQUARE ON THE TOP OF THE SOUTH END OF THE EAST
 KV1703'HEADWALL OF THE BRIDGE, 1.9 M (6.2 FT) EAST OF THE EAST RAIL AND 0.3 M
 KV1703'(1.0 FT) BELOW THE TRACK, THE MARK IS ALSO ABOUT 0.48 KM (0.30 MI)
 KV1703'SOUTH OF THE RIEGELSVILLE BRIDGE OVER THE DELAWARE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6827 ***********************************************************************
 KV6827  DESIGNATION -  4272
 KV6827  PID         -  KV6827
 KV6827  STATE/COUNTY-  NJ/HUDSON
 KV6827  USGS QUAD   -  ELIZABETH (1995)
 KV6827
 KV6827                         *CURRENT SURVEY CONTROL
 KV6827  ___________________________________________________________________
 KV6827* NAD 83(1996)-  40 44 55.07653(N)    074 08 28.47231(W)     ADJUSTED  
 KV6827* NAVD 88     -         1.0    (meters)       3.     (feet)  GPS OBS   
 KV6827  ___________________________________________________________________
 KV6827  X           -   1,322,293.260 (meters)                     COMP
 KV6827  Y           -  -4,654,660.349 (meters)                     COMP
 KV6827  Z           -   4,141,295.196 (meters)                     COMP
 KV6827  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 KV6827  ELLIP HEIGHT-         -31.21  (meters)          (10/23/02) GPS OBS
 KV6827  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KV6827
 KV6827  HORZ ORDER  -  FIRST
 KV6827  ELLP ORDER  -  FOURTH    CLASS I
 KV6827
 KV6827.The horizontal coordinates were established by GPS observations
 KV6827.and adjusted by the National Geodetic Survey in May 1999..
 KV6827
 KV6827.The orthometric height was determined by GPS observations and a
 KV6827.high-resolution geoid model.
 KV6827
 KV6827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6827
 KV6827.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6827
 KV6827.The ellipsoidal height was determined by GPS observations
 KV6827.and is referenced to NAD 83.
 KV6827
 KV6827.The geoid height was determined by GEOID03.
 KV6827
 KV6827;                    North         East     Units Scale Factor Converg.
 KV6827;SPC NJ       -   212,697.520   180,295.526   MT  0.99991129   +0 14 03.0
 KV6827;SPC NJ       -   697,825.11    591,519.57   sFT  0.99991129   +0 14 03.0
 KV6827;UTM  18      - 4,511,208.128   572,496.930   MT  0.99966469   +0 33 38.1
 KV6827
 KV6827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6827!SPC NJ       -   1.00000490  x   0.99991129  =   0.99991619
 KV6827!UTM  18      -   1.00000490  x   0.99966469  =   0.99966958
 KV6827
 KV6827                          SUPERSEDED SURVEY CONTROL
 KV6827
 KV6827  ELLIP H (05/14/99)  -31.20   (m)                       GP(       ) 4 1
 KV6827  NAD 83(1996)-  40 44 55.07632(N)    074 08 28.47250(W) AD(       ) 1
 KV6827  NAD 83(1986)-  40 44 55.07436(N)    074 08 28.47474(W) AD(       ) 1
 KV6827
 KV6827.Superseded values are not recommended for survey control.
 KV6827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6827.See file dsdata.txt to determine how the superseded data were derived.
 KV6827
 KV6827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7249711208(NAD 83)
 KV6827_MARKER: DD = SURVEY DISK
 KV6827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6827_SP_SET: CONCRETE POST
 KV6827_STAMPING: 4272 4.874
 KV6827_MARK LOGO: NJGS  
 KV6827_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6827+STABILITY: SURFACE MOTION
 KV6827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6827+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1992
 KV6827
 KV6827  HISTORY     - Date     Condition        Report By
 KV6827  HISTORY     - UNK      MONUMENTED       NJGS
 KV6827  HISTORY     - 19920227 GOOD             NJGS
 KV6827
 KV6827                          STATION DESCRIPTION
 KV6827
 KV6827'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6827'THE STATION IS LOCATED IN THE TOWN OF KEARNY ON THE SOUTH SIDE OF
 KV6827'HARRISON AVENUE.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 KV6827'HIGHWAY 21, THE MC CARTER HIGHWAY AND BRIDGE STREET IN THE CITY OF
 KV6827'NEWARK, GO EAST ON BRIDGE STREET, WHICH BECOMES HARRISON AVENUE, FOR
 KV6827'1.4MI TO THE INTERSECTION WITH GREENFIELD AVENUE AND THE STATION ON
 KV6827'THE RIGHT.  TO REACH THE STATION FROM THE INTERSECTION OF HARRISON
 KV6827'AVENUE AND THE EXIT RAMP LEADING FROM THE NEW JERSEY TURNPIKE AT
 KV6827'INTERCHANGE 15W, GO 0.5 MI (0.8 KM) WEST ON HARRISON AVENUE TO THE
 KV6827'STATION ON THE LEFT.  THE STATION IS 28.2 FT (8.6 M) SOUTH FROM THE
 KV6827'CENTER OF HARRISON AVENUE, 21.3 FT (6.5 M) EAST FROM THE CENTER OF
 KV6827'GREENFIELD AVENUE, 50.8 FT (15.5 M) SOUTH FROM POLE NUMBER 80092 ON
 KV6827'THE NORTH SIDE OF HARRISON AVENUE, 40.4 FT (12.3 M) NORTH FROM POLE
 KV6827'NUMBER 62133 ON THE EAST SIDE OF GREENFIELD AVENUE, 45.1 FT (13.7 M)
 KV6827'NORTH FROM AN INLET ON THE EAST SIDE OF GREENFIELD AVENUE AND 36.5
 KV6827'NORTHEAST FROM AN INLET ON THE WEST SIDE OF GREENFIELD AVENUE.  THE
 KV6827'STATION IS SET IN THE TOP OF A CONCRETE MONUMENT ABOUT 1.0 FT
 KV6827'(0.3 M) BELOW THE SIDEWALK IN A ROUND CAST IRON BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0570 ***********************************************************************
 JU0570  DESIGNATION -  43 PRR
 JU0570  PID         -  JU0570
 JU0570  STATE/COUNTY-  NJ/ATLANTIC
 JU0570  USGS QUAD   -  EGG HARBOR CITY (1977)
 JU0570
 JU0570                         *CURRENT SURVEY CONTROL
 JU0570  ___________________________________________________________________
 JU0570* NAD 83(1986)-  39 35 27.     (N)    074 44 26.     (W)     SCALED    
 JU0570* NAVD 88     -        24.354  (meters)      79.90   (feet)  ADJUSTED  
 JU0570  ___________________________________________________________________
 JU0570  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JU0570  DYNAMIC HT  -          24.342 (meters)      79.86  (feet)  COMP
 JU0570  MODELED GRAV-     980,132.0   (mgal)                       NAVD 88
 JU0570
 JU0570  VERT ORDER  -  FIRST     CLASS I
 JU0570
 JU0570.The horizontal coordinates were scaled from a topographic map and have
 JU0570.an estimated accuracy of +/- 6 seconds.
 JU0570
 JU0570.The orthometric height was determined by differential leveling
 JU0570.and adjusted by the National Geodetic Survey in June 1991..
 JU0570
 JU0570.The geoid height was determined by GEOID03.
 JU0570
 JU0570.The dynamic height is computed by dividing the NAVD 88
 JU0570.geopotential number by the normal gravity value computed on the
 JU0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0570.degrees latitude (g = 980.6199 gals.).
 JU0570
 JU0570.The modeled gravity was interpolated from observed gravity values.
 JU0570
 JU0570;                    North         East    Units  Estimated Accuracy
 JU0570;SPC NJ       -    84,120.      129,340.      MT  (+/- 180 meters Scaled)
 JU0570
 JU0570                          SUPERSEDED SURVEY CONTROL
 JU0570
 JU0570  NGVD 29 (??/??/??)   24.723  (m)           81.11   (f) ADJUSTED    1 1
 JU0570
 JU0570.Superseded values are not recommended for survey control.
 JU0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0570.See file dsdata.txt to determine how the superseded data were derived.
 JU0570
 JU0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ222823(NAD 83)
 JU0570_MARKER: B = BOLT
 JU0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0570_STAMPING: BM NO 43
 JU0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0570+STABILITY: SURFACE MOTION
 JU0570
 JU0570  HISTORY     - Date     Condition        Report By
 JU0570  HISTORY     - UNK      MONUMENTED       PRR
 JU0570  HISTORY     - 1964     GOOD             CGS
 JU0570
 JU0570                          STATION DESCRIPTION
 JU0570
 JU0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0570'1.6 MI NW FROM ELWOOD.
 JU0570'1.6 MILES NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0570'LINES FROM THE WAITING STATION AT ELWOOD, ABOUT 0.1 MILE NORTHWEST
 JU0570'OF MILEPOST 35, AT A BLACK TOP ROAD CROSSING, 136 FEET SOUTHEAST
 JU0570'OF CENTER OF THE CROSSING, 104 FEET SOUTHEAST OF BENCH MARK Y
 JU0570'63 1963, 41.5 FEET NORTHEAST OF A SAND ROAD THAT PARALLELS
 JU0570'TRACK AT THIS POINT, 4.3 FEET SOUTHWEST OF SOUTHWEST RAIL,
 JU0570'ABOUT LEVEL WITH TRACK, AND IS A COPPER BOLT IN THE TOP OF A
 JU0570'STONE POST PROJECTING 14 INCHES AND IN A CHISELED SQUARE MARKED
 JU0570'BY THE LETTERS AND NUMBERS BM NO 43.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0129 ***********************************************************************
 KV0129  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0129  DESIGNATION -  43.14 NJGS=1 C OF R
 KV0129  PID         -  KV0129
 KV0129  STATE/COUNTY-  NJ/BERGEN
 KV0129  USGS QUAD   -  WEEHAWKEN (1995)
 KV0129
 KV0129                         *CURRENT SURVEY CONTROL
 KV0129  ___________________________________________________________________
 KV0129* NAD 83(1986)-  40 49 42.     (N)    074 06 05.     (W)     SCALED    
 KV0129* NAVD 88     -        12.869  (meters)      42.22   (feet)  ADJUSTED  
 KV0129  ___________________________________________________________________
 KV0129  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KV0129  DYNAMIC HT  -          12.864 (meters)      42.20  (feet)  COMP
 KV0129  MODELED GRAV-     980,230.1   (mgal)                       NAVD 88
 KV0129
 KV0129  VERT ORDER  -  FIRST     CLASS II
 KV0129
 KV0129.The horizontal coordinates were scaled from a topographic map and have
 KV0129.an estimated accuracy of +/- 6 seconds.
 KV0129
 KV0129.The orthometric height was determined by differential leveling
 KV0129.and adjusted by the National Geodetic Survey in June 1991..
 KV0129.WARNING-Repeat measurements at this control monument indicate possible
 KV0129.vertical movement.
 KV0129
 KV0129.This Tidal Bench Mark is designated as VM 7427
 KV0129.by the Center for Operational Oceanographic Products and Services.
 KV0129
 KV0129.The geoid height was determined by GEOID03.
 KV0129
 KV0129.The dynamic height is computed by dividing the NAVD 88
 KV0129.geopotential number by the normal gravity value computed on the
 KV0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0129.degrees latitude (g = 980.6199 gals.).
 KV0129
 KV0129.The modeled gravity was interpolated from observed gravity values.
 KV0129
 KV0129;                    North         East    Units  Estimated Accuracy
 KV0129;SPC NJ       -   221,560.      183,620.      MT  (+/- 180 meters Scaled)
 KV0129
 KV0129                          SUPERSEDED SURVEY CONTROL
 KV0129
 KV0129  NGVD 29 (??/??/??)   13.183  (m)           43.25   (f) ADJUSTED    1 2
 KV0129
 KV0129.Superseded values are not recommended for survey control.
 KV0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0129.See file dsdata.txt to determine how the superseded data were derived.
 KV0129
 KV0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL757200(NAD 83)
 KV0129_MARKER: X = CHISELED CROSS
 KV0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0129_SP_SET: DOOR STEP
 KV0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0129+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 KV0129
 KV0129  HISTORY     - Date     Condition        Report By
 KV0129  HISTORY     - 1933     MONUMENTED       NJGS
 KV0129  HISTORY     - 1934     GOOD             CGS
 KV0129  HISTORY     - 1975     GOOD             NOS
 KV0129  HISTORY     - 20060415 GOOD             GEOCAC
 KV0129
 KV0129                          STATION DESCRIPTION
 KV0129
 KV0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0129'AT RUTHERFORD.
 KV0129'AT RUTHERFORD, BERGEN COUNTY, AT THE EAST END OF PARK AVE., AT
 KV0129'THE NORTH END OF ORIENT STREET, 100 YARDS EAST OF THE
 KV0129'RUTHERFORD NATIONAL BANK, AT THE WEST SIDE OF THE ERIE RAILROAD
 KV0129'STATION, ON THE DOOR STEP, AND ABOUT 1 FOOT HIGHER THAN THE
 KV0129'SIDEWALK.  A CHISELED CROSS.  NOTE-- THE DELAWARE, LACKAWANNA
 KV0129'AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV0129'THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV0129
 KV0129                          STATION RECOVERY (1975)
 KV0129
 KV0129'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 KV0129'RECOVERED IN GOOD CONDITION.
 KV0129
 KV0129                          STATION RECOVERY (2006)
 KV0129
 KV0129'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0129'AT RUTHERFORD TRAIN STATION OF NEW JERSEY TRANSIT, AT NORTH END OF
 KV0129'ORIENT STREET, ON DOORSTEP AT WEST END OF STATION, SOUTH SIDE.  HAND
 KV0129'HELD GPS COORDINATES N 40 49 41.6 W 74 06 03.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0031 ***********************************************************************
 KV0031  DESIGNATION -  436 NJGS
 KV0031  PID         -  KV0031
 KV0031  STATE/COUNTY-  NJ/MIDDLESEX
 KV0031  USGS QUAD   -  PERTH AMBOY (1981)
 KV0031
 KV0031                         *CURRENT SURVEY CONTROL
 KV0031  ___________________________________________________________________
 KV0031* NAD 83(1986)-  40 34 49.     (N)    074 17 05.     (W)     SCALED    
 KV0031* NAVD 88     -        25.237  (meters)      82.80   (feet)  ADJUSTED  
 KV0031  ___________________________________________________________________
 KV0031  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KV0031  DYNAMIC HT  -          25.227 (meters)      82.77  (feet)  COMP
 KV0031  MODELED GRAV-     980,212.6   (mgal)                       NAVD 88
 KV0031
 KV0031  VERT ORDER  -  FIRST     CLASS I
 KV0031
 KV0031.The horizontal coordinates were scaled from a topographic map and have
 KV0031.an estimated accuracy of +/- 6 seconds.
 KV0031
 KV0031.The orthometric height was determined by differential leveling
 KV0031.and adjusted by the National Geodetic Survey in June 1991..
 KV0031
 KV0031.The geoid height was determined by GEOID03.
 KV0031
 KV0031.The dynamic height is computed by dividing the NAVD 88
 KV0031.geopotential number by the normal gravity value computed on the
 KV0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0031.degrees latitude (g = 980.6199 gals.).
 KV0031
 KV0031.The modeled gravity was interpolated from observed gravity values.
 KV0031
 KV0031;                    North         East    Units  Estimated Accuracy
 KV0031;SPC NJ       -   193,960.      168,230.      MT  (+/- 180 meters Scaled)
 KV0031
 KV0031                          SUPERSEDED SURVEY CONTROL
 KV0031
 KV0031  NGVD 29 (04/16/92)   25.552  (m)           83.83   (f) ADJUSTED    1 1
 KV0031
 KV0031.Superseded values are not recommended for survey control.
 KV0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0031.See file dsdata.txt to determine how the superseded data were derived.
 KV0031
 KV0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK605924(NAD 83)
 KV0031_MARKER: DD = SURVEY DISK
 KV0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0031_STAMPING: 436
 KV0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0031+STABILITY: SURFACE MOTION
 KV0031
 KV0031  HISTORY     - Date     Condition        Report By
 KV0031  HISTORY     - 1933     MONUMENTED       NJGS
 KV0031  HISTORY     - 1965     GOOD             CGS
 KV0031  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV0031
 KV0031                          STATION DESCRIPTION
 KV0031
 KV0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0031'AT AVENEL.
 KV0031'AT AVENEL, AT THE INTERSECTION OF AVENEL AVENUE AND U.S. HIGHWAYS
 KV0031'1 AND 9, 39 FEET WEST OF THE WEST CORNER OF THE AVENEL FIRE
 KV0031'STATION (COMPANY NO. 1), 37 1/2 FEET NORTHEAST OF THE CENTER LINE
 KV0031'OF AVENEL AVENUE, 3 1/2 FEET SOUTHWEST OF A METAL POLE SUPPORTING
 KV0031'A TRAFFIC LIGHT, 1 FOOT SOUTHEAST OF THE SOUTHEAST CURB LINE OF
 KV0031'THE HIGHWAYS, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN
 KV0031'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KV0031
 KV0031                          STATION RECOVERY (1989)
 KV0031
 KV0031'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0953 ***********************************************************************
 KV0953  DESIGNATION -  44.07
 KV0953  PID         -  KV0953
 KV0953  STATE/COUNTY-  NJ/MIDDLESEX
 KV0953  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV0953
 KV0953                         *CURRENT SURVEY CONTROL
 KV0953  ___________________________________________________________________
 KV0953* NAD 83(1986)-  40 22 43.     (N)    074 25 06.     (W)     SCALED    
 KV0953* NAVD 88     -        13.143  (meters)      43.12   (feet)  ADJUSTED  
 KV0953  ___________________________________________________________________
 KV0953  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KV0953  DYNAMIC HT  -          13.137 (meters)      43.10  (feet)  COMP
 KV0953  MODELED GRAV-     980,198.3   (mgal)                       NAVD 88
 KV0953
 KV0953  VERT ORDER  -  FIRST     CLASS II
 KV0953
 KV0953.The horizontal coordinates were scaled from a topographic map and have
 KV0953.an estimated accuracy of +/- 6 seconds.
 KV0953
 KV0953.The orthometric height was determined by differential leveling
 KV0953.and adjusted by the National Geodetic Survey in June 1991..
 KV0953
 KV0953.The geoid height was determined by GEOID03.
 KV0953
 KV0953.The dynamic height is computed by dividing the NAVD 88
 KV0953.geopotential number by the normal gravity value computed on the
 KV0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0953.degrees latitude (g = 980.6199 gals.).
 KV0953
 KV0953.The modeled gravity was interpolated from observed gravity values.
 KV0953
 KV0953;                    North         East    Units  Estimated Accuracy
 KV0953;SPC NJ       -   171,550.      156,930.      MT  (+/- 180 meters Scaled)
 KV0953
 KV0953                          SUPERSEDED SURVEY CONTROL
 KV0953
 KV0953  NGVD 29 (01/10/92)   13.471  (m)           44.20   (f) ADJUSTED    1 2
 KV0953
 KV0953.Superseded values are not recommended for survey control.
 KV0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0953.See file dsdata.txt to determine how the superseded data were derived.
 KV0953
 KV0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK493699(NAD 83)
 KV0953_MARKER: X = CHISELED CROSS
 KV0953_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0953_SP_SET: WINDOW SILL
 KV0953_MARK LOGO: NONE  
 KV0953_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0953_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0953+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 KV0953
 KV0953  HISTORY     - Date     Condition        Report By
 KV0953  HISTORY     - UNK      MONUMENTED       NJGS
 KV0953  HISTORY     - 1934     GOOD             CGS
 KV0953  HISTORY     - 1974     GOOD             NGS
 KV0953  HISTORY     - 20020723 GOOD             NJGS
 KV0953
 KV0953                          STATION DESCRIPTION
 KV0953
 KV0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0953'AT HELMETTA.
 KV0953'AT HELMETTA, MIDDLESEX COUNTY, IN THE NORTHEAST SECTION OF THE
 KV0953'CITY, AT THE PUBLIC SCHOOL, IN THE NORTH FACE OF THE BUILDING,
 KV0953'AT THE FIRST WINDOW TO THE LEFT OF THE ENTRANCE, ON THE CENTER OF
 KV0953'THE SILL, AND 3.5 FEET ABOVE THE GROUND.  A CHISELED CROSS.
 KV0953
 KV0953                          STATION RECOVERY (1974)
 KV0953
 KV0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0953'RECOVERED IN GOOD CONDITION.
 KV0953
 KV0953                          STATION RECOVERY (2002)
 KV0953
 KV0953'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002
 KV0953'THE BUILDING IS NOW THE MUNICIPAL BUILDING AND POLICE DEPARTMENT,
 KV0953'NUMBER 60 MAIN
 KV0953'STREET.
 KV0953' 
 KV0953'THE STATION IS A CHISELED CROSS SCRIBED IN THE CENTER OF A GRANITE
 KV0953'WINDOW SILL OF THE
 KV0953'FIRST WINDOW TO THE LEFT OF THE MAIN ENTRANCE IN THE FRONT OF THE
 KV0953'BUILDING, ABOUT 1.1 M
 KV0953'ABOVE THE GROUND.
 KV0953' 
 KV0953' 
 KV0953' 
 KV0953' 
 KV0953' 
 KV0953'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0501 ***********************************************************************
 KV0501  DESIGNATION -  4410
 KV0501  PID         -  KV0501
 KV0501  STATE/COUNTY-  NJ/BERGEN
 KV0501  USGS QUAD   -  HACKENSACK (1997)
 KV0501
 KV0501                         *CURRENT SURVEY CONTROL
 KV0501  ___________________________________________________________________
 KV0501* NAD 83(1986)-  40 54 23.     (N)    074 01 57.     (W)     SCALED    
 KV0501* NAVD 88     -         4.485  (meters)      14.71   (feet)  ADJUSTED  
 KV0501  ___________________________________________________________________
 KV0501  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KV0501  DYNAMIC HT  -           4.483 (meters)      14.71  (feet)  COMP
 KV0501  MODELED GRAV-     980,241.4   (mgal)                       NAVD 88
 KV0501
 KV0501  VERT ORDER  -  SECOND    CLASS 0
 KV0501
 KV0501.The horizontal coordinates were scaled from a topographic map and have
 KV0501.an estimated accuracy of +/- 6 seconds.
 KV0501
 KV0501.The orthometric height was determined by differential leveling
 KV0501.and adjusted by the National Geodetic Survey in June 1991..
 KV0501
 KV0501.The geoid height was determined by GEOID03.
 KV0501
 KV0501.The dynamic height is computed by dividing the NAVD 88
 KV0501.geopotential number by the normal gravity value computed on the
 KV0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0501.degrees latitude (g = 980.6199 gals.).
 KV0501
 KV0501.The modeled gravity was interpolated from observed gravity values.
 KV0501
 KV0501;                    North         East    Units  Estimated Accuracy
 KV0501;SPC NJ       -   230,260.      189,390.      MT  (+/- 180 meters Scaled)
 KV0501
 KV0501                          SUPERSEDED SURVEY CONTROL
 KV0501
 KV0501  NGVD 29 (??/??/??)    4.792  (m)           15.72   (f) ADJUSTED    2 0
 KV0501
 KV0501.Superseded values are not recommended for survey control.
 KV0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0501.See file dsdata.txt to determine how the superseded data were derived.
 KV0501
 KV0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL814288(NAD 83)
 KV0501_MARKER: DD = SURVEY DISK
 KV0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0501_STAMPING: 4410 15.716
 KV0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0501+STABILITY: SURFACE MOTION
 KV0501
 KV0501  HISTORY     - Date     Condition        Report By
 KV0501  HISTORY     - 1956     MONUMENTED       NJGS
 KV0501  HISTORY     - 1956     GOOD             CGS
 KV0501  HISTORY     - 19920221 MARK NOT FOUND   NJGS
 KV0501
 KV0501                          STATION DESCRIPTION
 KV0501
 KV0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0501'AT HACKENSACK.
 KV0501'AT HACKENSACK, ALONG STATE HIGHWAY 4, 190 FEET SOUTHEAST OF THE
 KV0501'EAST END OF THE NORTH ABUTMENT OF THE HACKENSACK AVENUE OVERPASS,
 KV0501'70.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CATCH BASIN,
 KV0501'0.6 FOOT NORTHEAST OF THE NORTHEAST CURB OF THE HIGHWAY AND SET
 KV0501'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL
 KV0501'WITH THE TOP OF THE CURB.
 KV0501
 KV0501                          STATION RECOVERY (1992)
 KV0501
 KV0501'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KV0501'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV0501'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0718 ***********************************************************************
 LY0718  DESIGNATION -  441.65
 LY0718  PID         -  LY0718
 LY0718  STATE/COUNTY-  NJ/SUSSEX
 LY0718  USGS QUAD   -  HAMBURG (1976)
 LY0718
 LY0718                         *CURRENT SURVEY CONTROL
 LY0718  ___________________________________________________________________
 LY0718* NAD 83(1986)-  41 12 35.     (N)    074 36 21.     (W)     SCALED    
 LY0718* NAVD 88     -       134.386  (meters)     440.90   (feet)  ADJUSTED  
 LY0718  ___________________________________________________________________
 LY0718  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LY0718  DYNAMIC HT  -         134.330 (meters)     440.71  (feet)  COMP
 LY0718  MODELED GRAV-     980,207.6   (mgal)                       NAVD 88
 LY0718
 LY0718  VERT ORDER  -  FIRST     CLASS II
 LY0718
 LY0718.The horizontal coordinates were scaled from a topographic map and have
 LY0718.an estimated accuracy of +/- 6 seconds.
 LY0718
 LY0718.The orthometric height was determined by differential leveling
 LY0718.and adjusted by the National Geodetic Survey in June 1991..
 LY0718
 LY0718.The geoid height was determined by GEOID03.
 LY0718
 LY0718.The dynamic height is computed by dividing the NAVD 88
 LY0718.geopotential number by the normal gravity value computed on the
 LY0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0718.degrees latitude (g = 980.6199 gals.).
 LY0718
 LY0718.The modeled gravity was interpolated from observed gravity values.
 LY0718
 LY0718;                    North         East    Units  Estimated Accuracy
 LY0718;SPC NJ       -   263,840.      141,130.      MT  (+/- 180 meters Scaled)
 LY0718
 LY0718                          SUPERSEDED SURVEY CONTROL
 LY0718
 LY0718  NGVD 29 (??/??/92)  134.581  (m)          441.54   (f) ADJ UNCH    1 2
 LY0718
 LY0718.Superseded values are not recommended for survey control.
 LY0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0718.See file dsdata.txt to determine how the superseded data were derived.
 LY0718
 LY0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL330621(NAD 83)
 LY0718_MARKER: X = CHISELED CROSS
 LY0718_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0718_SP_SET: STONE DOORSILL
 LY0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0718
 LY0718  HISTORY     - Date     Condition        Report By
 LY0718  HISTORY     - UNK      MONUMENTED       NJDCED
 LY0718  HISTORY     - 1934     GOOD             NGS
 LY0718
 LY0718                          STATION DESCRIPTION
 LY0718
 LY0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0718'AT SUSSEX.
 LY0718'AT SUSSEX, SUSSEX COUNTY, AT THE SOUTH CORNER OF THE OPEN
 LY0718'TRIANGLE OPPOSITE GOBELS HOTEL, AT THE NORTHWEST CORNER OF THE
 LY0718'STREET INTERSECTION, AT THE NORTHWEST CORNER OF A BRICK STORE
 LY0718'BUILDING, ON THE SOUTH END OF THE STONE DOORSILL, AND ABOUT 1
 LY0718'FOOT HIGHER THAN THE SIDEWALK.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6700 ***********************************************************************
 AB6700  DESIGNATION -  443
 AB6700  PID         -  AB6700
 AB6700  STATE/COUNTY-  NJ/MERCER
 AB6700  USGS QUAD   -  PRINCETON (1981)
 AB6700
 AB6700                         *CURRENT SURVEY CONTROL
 AB6700  ___________________________________________________________________
 AB6700* NAD 83(1986)-  40 21 05.     (N)    074 39 14.     (W)     SCALED    
 AB6700* NAVD 88     -        58.651  (meters)     192.42   (feet)  ADJUSTED  
 AB6700  ___________________________________________________________________
 AB6700  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 AB6700  DYNAMIC HT  -          58.624 (meters)     192.34  (feet)  COMP
 AB6700  MODELED GRAV-     980,163.2   (mgal)                       NAVD 88
 AB6700
 AB6700  VERT ORDER  -  FIRST     CLASS II
 AB6700
 AB6700.The horizontal coordinates were scaled from a topographic map and have
 AB6700.an estimated accuracy of +/- 6 seconds.
 AB6700
 AB6700.The orthometric height was determined by differential leveling
 AB6700.and adjusted by the National Geodetic Survey in September 1996..
 AB6700
 AB6700.The geoid height was determined by GEOID03.
 AB6700
 AB6700.The dynamic height is computed by dividing the NAVD 88
 AB6700.geopotential number by the normal gravity value computed on the
 AB6700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6700.degrees latitude (g = 980.6199 gals.).
 AB6700
 AB6700.The modeled gravity was interpolated from observed gravity values.
 AB6700
 AB6700;                    North         East    Units  Estimated Accuracy
 AB6700;SPC NJ       -   168,540.      136,930.      MT  (+/- 180 meters Scaled)
 AB6700
 AB6700                          SUPERSEDED SURVEY CONTROL
 AB6700
 AB6700.No superseded survey control is available for this station.
 AB6700
 AB6700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK293668(NAD 83)
 AB6700_MARKER: DD = SURVEY DISK
 AB6700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6700_STAMPING: 443
 AB6700_MARK LOGO: NJGS  
 AB6700_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6700+STABILITY: SURFACE MOTION
 AB6700_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6700+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1995
 AB6700
 AB6700  HISTORY     - Date     Condition        Report By
 AB6700  HISTORY     - 1940     MONUMENTED       NJGS
 AB6700  HISTORY     - 19950405 GOOD             NJGS
 AB6700  HISTORY     - 20000723 GOOD             STEWRT
 AB6700
 AB6700                          STATION DESCRIPTION
 AB6700
 AB6700'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 AB6700'THE STATION IS LOCATED IN THE BOROUGH OF PRINCETON ON THE NORTHWEST
 AB6700'SIDE OF NASSAU STREET, STATE ROUTE 27, IN FRONT OF SAINT PAULS ROMAN
 AB6700'CATHOLIC CHURCH.  THE STATION IS 5.3 M (17.4 FT) NORTHEAST FROM A
 AB6700'WOODEN LIGHT STANDARD, 11.3 M (37.1 FT) EAST FROM THE SOUTHEAST CORNER
 AB6700'OF A STONE PILLAR AT THE ENTRANCE TO THE CHURCH, 1.4 M (4.6 FT) EAST
 AB6700'FROM A 22 INCH OAK TREE, 0.3 M (1.0 FT) NORTHWEST FROM THE NORTHWEST
 AB6700'CURB, 5.45 M (17.88 FT) WEST FROM A PUBLIC SERVICE ELECTRIC AND GAS
 AB6700'COMPANY MANHOLE, 60.5 M (198.5 FT) NORTHEAST FROM THE CENTERLINE OF
 AB6700'MOORE STREET AND 5.55 M (18.21 FT) NORTHWEST FROM THE CENTERLINE OF
 AB6700'NASSAU STREET.  THE STATION IS ABOUT 0.1 FT (3.0 CM) ABOVE THE GROUND.
 AB6700
 AB6700                          STATION RECOVERY (2000)
 AB6700
 AB6700'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2000 (JMS)
 AB6700'NOT SUITABLE FOR GPS OBSERVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1183 ***********************************************************************
 KV1183  DESIGNATION -  4744 NJGS
 KV1183  PID         -  KV1183
 KV1183  STATE/COUNTY-  NJ/SOMERSET
 KV1183  USGS QUAD   -  RARITAN (1981)
 KV1183
 KV1183                         *CURRENT SURVEY CONTROL
 KV1183  ___________________________________________________________________
 KV1183* NAD 83(1986)-  40 34 24.     (N)    074 40 15.     (W)     SCALED    
 KV1183* NAVD 88     -        29.215  (meters)      95.85   (feet)  ADJUSTED  
 KV1183  ___________________________________________________________________
 KV1183  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KV1183  DYNAMIC HT  -          29.202 (meters)      95.81  (feet)  COMP
 KV1183  MODELED GRAV-     980,175.9   (mgal)                       NAVD 88
 KV1183
 KV1183  VERT ORDER  -  FIRST     CLASS II
 KV1183
 KV1183.The horizontal coordinates were scaled from a topographic map and have
 KV1183.an estimated accuracy of +/- 6 seconds.
 KV1183
 KV1183.The orthometric height was determined by differential leveling
 KV1183.and adjusted by the National Geodetic Survey in June 1991..
 KV1183
 KV1183.The geoid height was determined by GEOID03.
 KV1183
 KV1183.The dynamic height is computed by dividing the NAVD 88
 KV1183.geopotential number by the normal gravity value computed on the
 KV1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1183.degrees latitude (g = 980.6199 gals.).
 KV1183
 KV1183.The modeled gravity was interpolated from observed gravity values.
 KV1183
 KV1183;                    North         East    Units  Estimated Accuracy
 KV1183;SPC NJ       -   193,190.      135,540.      MT  (+/- 180 meters Scaled)
 KV1183
 KV1183                          SUPERSEDED SURVEY CONTROL
 KV1183
 KV1183  NGVD 29 (??/??/??)   29.484  (m)           96.73   (f) ADJUSTED    1 2
 KV1183
 KV1183.Superseded values are not recommended for survey control.
 KV1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1183.See file dsdata.txt to determine how the superseded data were derived.
 KV1183
 KV1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK278914(NAD 83)
 KV1183_MARKER: DD = SURVEY DISK
 KV1183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1183_SP_SET: PAVEMENT
 KV1183_STAMPING: 4744
 KV1183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1183
 KV1183  HISTORY     - Date     Condition        Report By
 KV1183  HISTORY     - UNK      MONUMENTED       NJGS
 KV1183  HISTORY     - 1942     GOOD             CGS
 KV1183  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 KV1183
 KV1183                          STATION DESCRIPTION
 KV1183
 KV1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1183'1.9 MI W FROM RARITAN.
 KV1183'1.9 MILES WEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE
 KV1183'STATION AT RARITAN, SOMERSET COUNTY, 93 YARDS NORTH OF THE
 KV1183'BRIDGE OVER U.S. HIGHWAY 202, 153 FEET SOUTH OF THE SOUTH END
 KV1183'OF THE WEST HEADWALL OF A GUTTER DRAIN, 24 FEET WEST OF THE
 KV1183'CENTERLINE OF THE HIGHWAY, 13.8 FEET WEST OF A REFERENCE MARK
 KV1183'(A CHISELED SQUARE IN THE WEST EDGE OF THE PAVEMENT FLANKED WITH
 KV1183'THE LETTERS R.M.), AND ABOUT 6 INCHES UNDER GROUND.
 KV1183
 KV1183                          STATION RECOVERY (1998)
 KV1183
 KV1183'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV1183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0506 ***********************************************************************
 JU0506  DESIGNATION -  4803 NJGS
 JU0506  PID         -  JU0506
 JU0506  STATE/COUNTY-  NJ/ATLANTIC
 JU0506  USGS QUAD   -  MAYS LANDING (1989)
 JU0506
 JU0506                         *CURRENT SURVEY CONTROL
 JU0506  ___________________________________________________________________
 JU0506* NAD 83(1986)-  39 25 18.     (N)    074 42 18.     (W)     SCALED    
 JU0506* NAVD 88     -         5.617  (meters)      18.43   (feet)  ADJUSTED  
 JU0506  ___________________________________________________________________
 JU0506  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JU0506  DYNAMIC HT  -           5.614 (meters)      18.42  (feet)  COMP
 JU0506  MODELED GRAV-     980,120.8   (mgal)                       NAVD 88
 JU0506
 JU0506  VERT ORDER  -  SECOND    CLASS 0
 JU0506
 JU0506.The horizontal coordinates were scaled from a topographic map and have
 JU0506.an estimated accuracy of +/- 6 seconds.
 JU0506
 JU0506.The orthometric height was determined by differential leveling
 JU0506.and adjusted by the National Geodetic Survey in June 1991..
 JU0506
 JU0506.The geoid height was determined by GEOID03.
 JU0506
 JU0506.The dynamic height is computed by dividing the NAVD 88
 JU0506.geopotential number by the normal gravity value computed on the
 JU0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0506.degrees latitude (g = 980.6199 gals.).
 JU0506
 JU0506.The modeled gravity was interpolated from observed gravity values.
 JU0506
 JU0506;                    North         East    Units  Estimated Accuracy
 JU0506;SPC NJ       -    65,330.      132,350.      MT  (+/- 180 meters Scaled)
 JU0506
 JU0506                          SUPERSEDED SURVEY CONTROL
 JU0506
 JU0506  NGVD 29 (??/??/??)    6.005  (m)           19.70   (f) ADJUSTED    2 0
 JU0506
 JU0506.Superseded values are not recommended for survey control.
 JU0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0506.See file dsdata.txt to determine how the superseded data were derived.
 JU0506
 JU0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ253636(NAD 83)
 JU0506_MARKER: DD = SURVEY DISK
 JU0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0506_STAMPING: 4803
 JU0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0506+STABILITY: SURFACE MOTION
 JU0506
 JU0506  HISTORY     - Date     Condition        Report By
 JU0506  HISTORY     - UNK      MONUMENTED       NJGS
 JU0506  HISTORY     - 1961     GOOD             CGS
 JU0506
 JU0506                          STATION DESCRIPTION
 JU0506
 JU0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0506'2.3 MI SE FROM MAYS LANDING.
 JU0506'2.3 MILES SOUTH AND SOUTHEAST ON COUNTY ROAD 559 FROM THE JUNCTION
 JU0506'WITH U.S. HIGHWAY 40 SOUTHEAST OF MAYS LANDING, 37 FEET NORTHEAST
 JU0506'OF THE CENTER OF THE ROAD LEADING NORTHWEST AND 25.6 FEET NORTHWEST
 JU0506'OF THE CENTER LINE OF COUNTY ROAD 559.  SET IN THE TOP OF A
 JU0506'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4211 ***********************************************************************
 JU4211  DESIGNATION -  4811
 JU4211  PID         -  JU4211
 JU4211  STATE/COUNTY-  NJ/ATLANTIC
 JU4211  USGS QUAD   -  MAYS LANDING (1989)
 JU4211
 JU4211                         *CURRENT SURVEY CONTROL
 JU4211  ___________________________________________________________________
 JU4211* NAD 83(1986)-  39 27 00.     (N)    074 43 43.     (W)     SCALED    
 JU4211* NAVD 88     -         7.976  (meters)      26.17   (feet)  ADJUSTED  
 JU4211  ___________________________________________________________________
 JU4211  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JU4211  DYNAMIC HT  -           7.972 (meters)      26.15  (feet)  COMP
 JU4211  MODELED GRAV-     980,121.6   (mgal)                       NAVD 88
 JU4211
 JU4211  VERT ORDER  -  FIRST     CLASS II
 JU4211
 JU4211.The horizontal coordinates were scaled from a topographic map and have
 JU4211.an estimated accuracy of +/- 6 seconds.
 JU4211
 JU4211.The orthometric height was determined by differential leveling
 JU4211.and adjusted by the National Geodetic Survey in January 1994..
 JU4211
 JU4211.The geoid height was determined by GEOID03.
 JU4211
 JU4211.The dynamic height is computed by dividing the NAVD 88
 JU4211.geopotential number by the normal gravity value computed on the
 JU4211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4211.degrees latitude (g = 980.6199 gals.).
 JU4211
 JU4211.The modeled gravity was interpolated from observed gravity values.
 JU4211
 JU4211;                    North         East    Units  Estimated Accuracy
 JU4211;SPC NJ       -    68,480.      130,320.      MT  (+/- 180 meters Scaled)
 JU4211
 JU4211                          SUPERSEDED SURVEY CONTROL
 JU4211
 JU4211  NGVD 29 (01/10/92)    8.361  (m)           27.43   (f) ADJUSTED    1 2
 JU4211
 JU4211.Superseded values are not recommended for survey control.
 JU4211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4211.See file dsdata.txt to determine how the superseded data were derived.
 JU4211
 JU4211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ233667(NAD 83)
 JU4211_MARKER: DD = SURVEY DISK
 JU4211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4211_SP_SET: CONCRETE POST
 JU4211_STAMPING: 4811
 JU4211_MARK LOGO: NJGS  
 JU4211_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4211+STABILITY: SURFACE MOTION
 JU4211_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4211+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1990
 JU4211
 JU4211  HISTORY     - Date     Condition        Report By
 JU4211  HISTORY     - 1935     MONUMENTED       NJGS
 JU4211  HISTORY     - 19900713 GOOD             NJGS
 JU4211
 JU4211                          STATION DESCRIPTION
 JU4211
 JU4211'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 JU4211'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, IN THE TOWN OF MAYS
 JU4211'LANDING.  TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE ROUTE
 JU4211'50 AND U.S. HIGHWAY 40, GO 0.15 MI (0.24 KM) SOUTH TO THE STATION ON
 JU4211'THE RIGHT.  THE STATION IS 5.9 M (19.4 FT) NORTHEAST FROM POWER POLE
 JU4211'P9224, 1.1 M (3.6 FT) WEST FROM THE WEST CURB LINE OF ROUTE 50, 7.4 M
 JU4211'(24.3 FT) WEST FROM THE CENTER LINE OF ROUTE 50, 1.65M SOUTH WEST
 JU4211'FROM AN X CUT IN THE WEST CURB OF ROUTE 50, 1.95 M (6.40 FT) NORTH
 JU4211'WEST FROM AN X CUT IN THE CURB OF ROUTE 50, 29.7 M (97.4 FT) SOUTH
 JU4211'SOUTH WEST FROM THE SOUTH END OF THE WEST PARAPET OF THE RAILROAD
 JU4211'BRIDGE, AND 0.3 M (1.0 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0474 ***********************************************************************
 JU0474  DESIGNATION -  4812
 JU0474  PID         -  JU0474
 JU0474  STATE/COUNTY-  NJ/ATLANTIC
 JU0474  USGS QUAD   -  OCEAN CITY (1994)
 JU0474
 JU0474                         *CURRENT SURVEY CONTROL
 JU0474  ___________________________________________________________________
 JU0474* NAD 83(1986)-  39 18 43.     (N)    074 31 37.     (W)     SCALED    
 JU0474* NAVD 88     -         1.416  (meters)       4.65   (feet)  ADJUSTED  
 JU0474  ___________________________________________________________________
 JU0474  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 JU0474  DYNAMIC HT  -           1.415 (meters)       4.64  (feet)  COMP
 JU0474  MODELED GRAV-     980,102.7   (mgal)                       NAVD 88
 JU0474
 JU0474  VERT ORDER  -  FIRST     CLASS II
 JU0474
 JU0474.The horizontal coordinates were scaled from a topographic map and have
 JU0474.an estimated accuracy of +/- 6 seconds.
 JU0474
 JU0474.The orthometric height was determined by differential leveling
 JU0474.and adjusted by the National Geodetic Survey in March 2005..
 JU0474.No vertical observational check was made to the station.
 JU0474
 JU0474.The geoid height was determined by GEOID03.
 JU0474
 JU0474.The dynamic height is computed by dividing the NAVD 88
 JU0474.geopotential number by the normal gravity value computed on the
 JU0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0474.degrees latitude (g = 980.6199 gals.).
 JU0474
 JU0474.The modeled gravity was interpolated from observed gravity values.
 JU0474
 JU0474;                    North         East    Units  Estimated Accuracy
 JU0474;SPC NJ       -    53,130.      147,680.      MT  (+/- 180 meters Scaled)
 JU0474
 JU0474                          SUPERSEDED SURVEY CONTROL
 JU0474
 JU0474  NAVD 88 (06/15/91)    1.406  (m)            4.61   (f) UNKNOWN     1 2
 JU0474  NGVD 29 (04/16/92)    1.799  (m)            5.90   (f) ADJUSTED    1 2
 JU0474
 JU0474.Superseded values are not recommended for survey control.
 JU0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0474.See file dsdata.txt to determine how the superseded data were derived.
 JU0474
 JU0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ407515(NAD 83)
 JU0474_MARKER: DD = SURVEY DISK
 JU0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0474_SP_SET: CONCRETE POST
 JU0474_STAMPING: 4812
 JU0474_MARK LOGO: NJGS  
 JU0474_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0474+STABILITY: SURFACE MOTION
 JU0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0474+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 JU0474
 JU0474  HISTORY     - Date     Condition        Report By
 JU0474  HISTORY     - 1936     MONUMENTED       NJGS
 JU0474  HISTORY     - 1961     GOOD             CGS
 JU0474  HISTORY     - 1979     GOOD             NGS
 JU0474  HISTORY     - 19910607 GOOD             NJGS
 JU0474  HISTORY     - 20000808 GOOD             NJGS
 JU0474
 JU0474                          STATION DESCRIPTION
 JU0474
 JU0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0474'AT LONGPORT.
 JU0474'AT THE INTERSECTION OF ATLANTIC AVENUE AND 24TH AVENUE, 15.4 FEET
 JU0474'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BETTY BACHARAH HOME FOR
 JU0474'CHILDREN, 12.5 FEET WEST OF THE WEST CURB OF 24TH AVENUE AND 8.8
 JU0474'FEET NORTH OF THE CURB OF ATLANTIC AVENUE.  SET IN THE TOP OF A
 JU0474'CONCRETE POST 6 INCHES BELOW THE SURFACE OF THE GROUND.
 JU0474
 JU0474                          STATION RECOVERY (1979)
 JU0474
 JU0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0474'NOTE, MARK IS NOW 3 INCHES BELOW GROUND, CHANGE-THE BETTY BACHARAH
 JU0474'HOME FOR CHILDREN IS NOW WINCHELL ORTHOPEDIC SCHOOL.
 JU0474
 JU0474                          STATION RECOVERY (1991)
 JU0474
 JU0474'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 JU0474'THE STATION IS LOCATED IN THE BOROUGH OF LONGPORT, ON THE NORTHWEST
 JU0474'CORNER OF THE JUNCTION OF ATLANTIC AVENUE AND 24TH AVENUE IN FRONT OF
 JU0474'THE LONGPORT BOROUGH HALL.  THE STATION IS 4.65 M (15.26 FT)
 JU0474'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BOROUGH HALL, 10.6 M
 JU0474'(34.8 FT) NORTHEAST OF POLE NUMBER A10338, 3.8 M (12.5 FT) SOUTHWEST
 JU0474'OF THE SOUTHWEST CURBLINE OF 24TH AVENUE, 2.6 M (8.5 FT) NORTHWEST OF
 JU0474'THE NORTH CURBLINE OF ATLANTIC AVENUE, AND 0.1 M (0.3 FT) BELOW THE
 JU0474'GROUND AT THE NORTHWEST CORNER OF THE SIDEWALK INTERSECTION.
 JU0474
 JU0474                          STATION RECOVERY (2000)
 JU0474
 JU0474'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU0474'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6990 ***********************************************************************
 AM6990  DESIGNATION -  4814
 AM6990  PID         -  AM6990
 AM6990  STATE/COUNTY-  NJ/ATLANTIC
 AM6990  USGS QUAD   -  OCEAN CITY (1994)
 AM6990
 AM6990                         *CURRENT SURVEY CONTROL
 AM6990  ___________________________________________________________________
 AM6990* NAD 83(1986)-  39 19 05.     (N)    074 31 02.     (W)     SCALED    
 AM6990* NAVD 88     -         1.586  (meters)       5.20   (feet)  ADJUSTED  
 AM6990  ___________________________________________________________________
 AM6990  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 AM6990  DYNAMIC HT  -           1.585 (meters)       5.20  (feet)  COMP
 AM6990  MODELED GRAV-     980,103.4   (mgal)                       NAVD 88
 AM6990
 AM6990  VERT ORDER  -  FIRST     CLASS II
 AM6990
 AM6990.The horizontal coordinates were scaled from a topographic map and have
 AM6990.an estimated accuracy of +/- 6 seconds.
 AM6990
 AM6990.The orthometric height was determined by differential leveling
 AM6990.and adjusted by the National Geodetic Survey in March 2005..
 AM6990
 AM6990.The geoid height was determined by GEOID03.
 AM6990
 AM6990.The dynamic height is computed by dividing the NAVD 88
 AM6990.geopotential number by the normal gravity value computed on the
 AM6990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6990.degrees latitude (g = 980.6199 gals.).
 AM6990
 AM6990.The modeled gravity was interpolated from observed gravity values.
 AM6990
 AM6990;                    North         East    Units  Estimated Accuracy
 AM6990;SPC NJ       -    53,810.      148,520.      MT  (+/- 180 meters Scaled)
 AM6990
 AM6990                          SUPERSEDED SURVEY CONTROL
 AM6990
 AM6990.No superseded survey control is available for this station.
 AM6990
 AM6990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ416521(NAD 83)
 AM6990_MARKER: DD = SURVEY DISK
 AM6990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM6990_STAMPING: 4814
 AM6990_MARK LOGO: NJGS  
 AM6990_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM6990+STABILITY: SURFACE MOTION
 AM6990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6990+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2000
 AM6990
 AM6990  HISTORY     - Date     Condition        Report By
 AM6990  HISTORY     - 1962     MONUMENTED       NJGS
 AM6990  HISTORY     - 20000622 GOOD             NJGS
 AM6990
 AM6990                          STATION DESCRIPTION
 AM6990
 AM6990'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6990'THE STATION IS LOCATED IN LONGPORT, ON THE WEST CORNER OF THE JUNCTION
 AM6990'OF ATLANTIC AVENUE AND 36TH AVENUE, 1.1 M (3.6 FT) SOUTHEAST FROM A
 AM6990'FIRE HYDRANT, 1.8 M (5.9 FT) HIGH WALL SURROUNDING HOUSE NUMBER 3503,
 AM6990'0.4 M (1.3 FT) SOUTHWEST OF THE SOUTHWEST CURB OF 36TH AVENUE, 3.2 M
 AM6990'(10.5 FT) NORTHWEST OF THE NORTHWEST CURBLINE EXTENDED OF ATLANTIC
 AM6990'AVENUE, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0472 ***********************************************************************
 JU0472  DESIGNATION -  4815 NJGS
 JU0472  PID         -  JU0472
 JU0472  STATE/COUNTY-  NJ/ATLANTIC
 JU0472  USGS QUAD   -  OCEAN CITY (1994)
 JU0472
 JU0472                         *CURRENT SURVEY CONTROL
 JU0472  ___________________________________________________________________
 JU0472* NAD 83(1986)-  39 19 13.     (N)    074 30 48.     (W)     SCALED    
 JU0472* NAVD 88     -         1.742  (meters)       5.72   (feet)  ADJUSTED  
 JU0472  ___________________________________________________________________
 JU0472  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 JU0472  DYNAMIC HT  -           1.741 (meters)       5.71  (feet)  COMP
 JU0472  MODELED GRAV-     980,103.6   (mgal)                       NAVD 88
 JU0472
 JU0472  VERT ORDER  -  SECOND    CLASS 0
 JU0472
 JU0472.The horizontal coordinates were scaled from a topographic map and have
 JU0472.an estimated accuracy of +/- 6 seconds.
 JU0472
 JU0472.The orthometric height was determined by differential leveling
 JU0472.and adjusted by the National Geodetic Survey in June 1991..
 JU0472
 JU0472.The geoid height was determined by GEOID03.
 JU0472
 JU0472.The dynamic height is computed by dividing the NAVD 88
 JU0472.geopotential number by the normal gravity value computed on the
 JU0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0472.degrees latitude (g = 980.6199 gals.).
 JU0472
 JU0472.The modeled gravity was interpolated from observed gravity values.
 JU0472
 JU0472;                    North         East    Units  Estimated Accuracy
 JU0472;SPC NJ       -    54,050.      148,850.      MT  (+/- 180 meters Scaled)
 JU0472
 JU0472                          SUPERSEDED SURVEY CONTROL
 JU0472
 JU0472  NGVD 29 (04/16/92)    2.134  (m)            7.00   (f) ADJUSTED    2 0
 JU0472
 JU0472.Superseded values are not recommended for survey control.
 JU0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0472.See file dsdata.txt to determine how the superseded data were derived.
 JU0472
 JU0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ419524(NAD 83)
 JU0472_MARKER: DD = SURVEY DISK
 JU0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0472_STAMPING: 4815
 JU0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0472+STABILITY: SURFACE MOTION
 JU0472
 JU0472  HISTORY     - Date     Condition        Report By
 JU0472  HISTORY     - UNK      MONUMENTED       NJGS
 JU0472  HISTORY     - 1961     GOOD             CGS
 JU0472  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0472
 JU0472                          STATION DESCRIPTION
 JU0472
 JU0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0472'AT MARGATE CITY.
 JU0472'AT THE INTERSECTION OF ATLANTIC AVENUE AND SOUTH ADAMS AVENUE,
 JU0472'10.3 FEET EAST OF THE EAST CURB OF SOUTH ADAMS AVENUE, 4.5 FEET
 JU0472'NORTH OF THE NORTH CURB OF ATLANTIC AVENUE AND 0.5 FEET SOUTH OF
 JU0472'THE SOUTH EDGE OF THE NORTH SIDEWALK ON ATLANTIC AVENUE.  SET IN
 JU0472'A CONCRETE POST 3 INCHES BELOW THE SURFACE OF THE GROUND.
 JU0472
 JU0472                          STATION RECOVERY (1979)
 JU0472
 JU0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0472'MARK IS CONSIDERED DESTROYED, NEW SIDEWALK IN DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6991 ***********************************************************************
 AM6991  DESIGNATION -  4816
 AM6991  PID         -  AM6991
 AM6991  STATE/COUNTY-  NJ/ATLANTIC
 AM6991  USGS QUAD   -  OCEAN CITY (1994)
 AM6991
 AM6991                         *CURRENT SURVEY CONTROL
 AM6991  ___________________________________________________________________
 AM6991* NAD 83(1986)-  39 19 30.     (N)    074 30 20.     (W)     SCALED    
 AM6991* NAVD 88     -         2.096  (meters)       6.88   (feet)  ADJUSTED  
 AM6991  ___________________________________________________________________
 AM6991  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 AM6991  DYNAMIC HT  -           2.095 (meters)       6.87  (feet)  COMP
 AM6991  MODELED GRAV-     980,104.1   (mgal)                       NAVD 88
 AM6991
 AM6991  VERT ORDER  -  FIRST     CLASS II
 AM6991
 AM6991.The horizontal coordinates were scaled from a topographic map and have
 AM6991.an estimated accuracy of +/- 6 seconds.
 AM6991
 AM6991.The orthometric height was determined by differential leveling
 AM6991.and adjusted by the National Geodetic Survey in March 2005..
 AM6991
 AM6991.The geoid height was determined by GEOID03.
 AM6991
 AM6991.The dynamic height is computed by dividing the NAVD 88
 AM6991.geopotential number by the normal gravity value computed on the
 AM6991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6991.degrees latitude (g = 980.6199 gals.).
 AM6991
 AM6991.The modeled gravity was interpolated from observed gravity values.
 AM6991
 AM6991;                    North         East    Units  Estimated Accuracy
 AM6991;SPC NJ       -    54,580.      149,520.      MT  (+/- 180 meters Scaled)
 AM6991
 AM6991                          SUPERSEDED SURVEY CONTROL
 AM6991
 AM6991.No superseded survey control is available for this station.
 AM6991
 AM6991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ426529(NAD 83)
 AM6991_MARKER: DD = SURVEY DISK
 AM6991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM6991_STAMPING: 4816
 AM6991_MARK LOGO: NJGS  
 AM6991_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM6991+STABILITY: SURFACE MOTION
 AM6991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6991+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2000
 AM6991
 AM6991  HISTORY     - Date     Condition        Report By
 AM6991  HISTORY     - 1936     MONUMENTED       NJGS
 AM6991  HISTORY     - 20000622 GOOD             NJGS
 AM6991
 AM6991                          STATION DESCRIPTION
 AM6991
 AM6991'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6991'THE STATION IS LOCATED IN THE CITY OF MARGATE CITY, ON THE SOUTHWEST
 AM6991'CORNER OF THE JUNCTION OF ATLANTIC AVENUE AND OSBORNE AVENUE, 0.8 M
 AM6991'(2.6 FT) SOUTHEAST OF THE SOUTHEAST CURB OF OSBORNE AVENUE, 3.3 M
 AM6991'(10.8 FT) NORTHEAST OF THE NORTHEAST CURB EXTENDED OF ATLANTIC AVENUE,
 AM6991'4.6 M (15.1 FT) NORTH OF POLE NUMBER A3908, 13.6 M (44.6 FT) WEST
 AM6991'SOUTHWEST OF A FIRE HYDRANT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6992 ***********************************************************************
 AM6992  DESIGNATION -  4817
 AM6992  PID         -  AM6992
 AM6992  STATE/COUNTY-  NJ/ATLANTIC
 AM6992  USGS QUAD   -  OCEAN CITY (1994)
 AM6992
 AM6992                         *CURRENT SURVEY CONTROL
 AM6992  ___________________________________________________________________
 AM6992* NAD 83(1986)-  39 19 40.     (N)    074 30 03.     (W)     SCALED    
 AM6992* NAVD 88     -         2.134  (meters)       7.00   (feet)  ADJUSTED  
 AM6992  ___________________________________________________________________
 AM6992  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 AM6992  DYNAMIC HT  -           2.133 (meters)       7.00  (feet)  COMP
 AM6992  MODELED GRAV-     980,104.4   (mgal)                       NAVD 88
 AM6992
 AM6992  VERT ORDER  -  FIRST     CLASS II
 AM6992
 AM6992.The horizontal coordinates were scaled from a topographic map and have
 AM6992.an estimated accuracy of +/- 6 seconds.
 AM6992
 AM6992.The orthometric height was determined by differential leveling
 AM6992.and adjusted by the National Geodetic Survey in March 2005..
 AM6992.No vertical observational check was made to the station.
 AM6992
 AM6992.The geoid height was determined by GEOID03.
 AM6992
 AM6992.The dynamic height is computed by dividing the NAVD 88
 AM6992.geopotential number by the normal gravity value computed on the
 AM6992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6992.degrees latitude (g = 980.6199 gals.).
 AM6992
 AM6992.The modeled gravity was interpolated from observed gravity values.
 AM6992
 AM6992;                    North         East    Units  Estimated Accuracy
 AM6992;SPC NJ       -    54,890.      149,930.      MT  (+/- 180 meters Scaled)
 AM6992
 AM6992                          SUPERSEDED SURVEY CONTROL
 AM6992
 AM6992.No superseded survey control is available for this station.
 AM6992
 AM6992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ430532(NAD 83)
 AM6992_MARKER: DD = SURVEY DISK
 AM6992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM6992_STAMPING: 4817
 AM6992_MARK LOGO: NJGS  
 AM6992_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM6992+STABILITY: SURFACE MOTION
 AM6992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6992+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2000
 AM6992
 AM6992  HISTORY     - Date     Condition        Report By
 AM6992  HISTORY     - 1936     MONUMENTED       NJGS
 AM6992  HISTORY     - 20000622 GOOD             NJGS
 AM6992
 AM6992                          STATION DESCRIPTION
 AM6992
 AM6992'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6992'THE STATION IS LOCATED IN THE CITY OF MARGATE CITY, ON THE WEST CORNER
 AM6992'OF THE JUNCTION OF ATLANTIC AVENUE AND HANOVER AVENUE, 3.0 M (9.8 FT)
 AM6992'SOUTHWEST OF THE SOUTHWEST CURB OF HANOVER AVENUE, 1.1 M (3.6 FT)
 AM6992'NORTHWEST OF THE NORTHWEST CURB OF ATLANTIC AVENUE, 0.5 M (1.6 FT)
 AM6992'NORTH OF POLE NUMBER A1979, 4.8 M (15.7 FT) SOUTH OF A FIRE
 AM6992'HYDRANT,FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0330 ***********************************************************************
 JU0330  DESIGNATION -  4818
 JU0330  PID         -  JU0330
 JU0330  STATE/COUNTY-  NJ/ATLANTIC
 JU0330  USGS QUAD   -  ATLANTIC CITY (1994)
 JU0330
 JU0330                         *CURRENT SURVEY CONTROL
 JU0330  ___________________________________________________________________
 JU0330* NAD 83(1986)-  39 19 55.     (N)    074 29 27.     (W)     SCALED    
 JU0330* NAVD 88     -         3.058  (meters)      10.03   (feet)  ADJUSTED  
 JU0330  ___________________________________________________________________
 JU0330  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 JU0330  DYNAMIC HT  -           3.057 (meters)      10.03  (feet)  COMP
 JU0330  MODELED GRAV-     980,104.0   (mgal)                       NAVD 88
 JU0330
 JU0330  VERT ORDER  -  FIRST     CLASS II
 JU0330
 JU0330.The horizontal coordinates were scaled from a topographic map and have
 JU0330.an estimated accuracy of +/- 6 seconds.
 JU0330
 JU0330.The orthometric height was determined by differential leveling
 JU0330.and adjusted by the National Geodetic Survey in March 2005..
 JU0330
 JU0330.The geoid height was determined by GEOID03.
 JU0330
 JU0330.The dynamic height is computed by dividing the NAVD 88
 JU0330.geopotential number by the normal gravity value computed on the
 JU0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0330.degrees latitude (g = 980.6199 gals.).
 JU0330
 JU0330.The modeled gravity was interpolated from observed gravity values.
 JU0330
 JU0330;                    North         East    Units  Estimated Accuracy
 JU0330;SPC NJ       -    55,350.      150,790.      MT  (+/- 180 meters Scaled)
 JU0330
 JU0330                          SUPERSEDED SURVEY CONTROL
 JU0330
 JU0330  NAVD 88 (06/15/91)    3.056  (m)           10.03   (f) UNKNOWN     2 0
 JU0330  NGVD 29 (04/16/92)    3.451  (m)           11.32   (f) ADJUSTED    2 0
 JU0330
 JU0330.Superseded values are not recommended for survey control.
 JU0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0330.See file dsdata.txt to determine how the superseded data were derived.
 JU0330
 JU0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ438537(NAD 83)
 JU0330_MARKER: DD = SURVEY DISK
 JU0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0330_SP_SET: CONCRETE POST
 JU0330_STAMPING: 4818
 JU0330_MARK LOGO: NJGS  
 JU0330_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0330+STABILITY: SURFACE MOTION
 JU0330
 JU0330  HISTORY     - Date     Condition        Report By
 JU0330  HISTORY     - UNK      MONUMENTED       NJGS
 JU0330  HISTORY     - 1961     GOOD             CGS
 JU0330  HISTORY     - 19891109 GOOD             NJGS
 JU0330  HISTORY     - 20000622 GOOD             NJGS
 JU0330
 JU0330                          STATION DESCRIPTION
 JU0330
 JU0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0330'AT VENTNOR CITY.
 JU0330'AT THE INTERSECTION OF ATLANTIC AVENUE AND SOUTH MARTINDALE AVENUE,
 JU0330'9.4 FEET EAST OF THE CURB OF SOUTH MARTINDALE AVENUE, 3.8 FEET
 JU0330'NORTH OF THE NORTH CURB OF ATLANTIC AVENUE AND 1.6 FEET NORTHWEST
 JU0330'OF A STREET SIGN.  SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW
 JU0330'SURFACE OF THE GROUND.
 JU0330
 JU0330                          STATION RECOVERY (1989)
 JU0330
 JU0330'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 JU0330'THE STATION IS LOCATED IN VENTNOR CITY, ON THE NORTHEAST CORNER OF THE
 JU0330'JUNCTION OF ATLANTIC AND MARTINDALE AVENUES, BETWEEN THE CURB AND
 JU0330'SIDEWALK.  THE STATION IS 1.1 M (3.6 FT) NORTH FROM THE NORTH CURB OF
 JU0330'ATLANTIC AVENUE, 2.9 M (9.5 FT) EAST FROM THE EAST CURB OF MARTINDALE
 JU0330'AVENUE, 4.9 M (16.1 FT) SOUTH SOUTHWEST FROM THE SOUTHWEST CORNER OF
 JU0330'A 2.5 STORY FRAME HOUSE, NUMBER 7305, 12.0 M (39.4 FT) WEST FROM A
 JU0330'UTILITY POLE, NO NUMBER, 14.2 M (46.6 FT) EAST FROM A UTILITY POLE,
 JU0330'NUMBER 1460, AND LEVEL WITH THE SIDEWALK.
 JU0330
 JU0330                          STATION RECOVERY (2000)
 JU0330
 JU0330'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU0330'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4085 ***********************************************************************
 JU4085  DESIGNATION -  4819
 JU4085  PID         -  JU4085
 JU4085  STATE/COUNTY-  NJ/ATLANTIC
 JU4085  USGS QUAD   -  ATLANTIC CITY (1994)
 JU4085
 JU4085                         *CURRENT SURVEY CONTROL
 JU4085  ___________________________________________________________________
 JU4085* NAD 83(1986)-  39 20 05.     (N)    074 29 10.     (W)     SCALED    
 JU4085* NAVD 88     -         3.135  (meters)      10.29   (feet)  ADJUSTED  
 JU4085  ___________________________________________________________________
 JU4085  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 JU4085  DYNAMIC HT  -           3.133 (meters)      10.28  (feet)  COMP
 JU4085  MODELED GRAV-     980,104.2   (mgal)                       NAVD 88
 JU4085
 JU4085  VERT ORDER  -  FIRST     CLASS II
 JU4085
 JU4085.The horizontal coordinates were scaled from a topographic map and have
 JU4085.an estimated accuracy of +/- 6 seconds.
 JU4085
 JU4085.The orthometric height was determined by differential leveling
 JU4085.and adjusted by the National Geodetic Survey in March 2005..
 JU4085
 JU4085.The geoid height was determined by GEOID03.
 JU4085
 JU4085.The dynamic height is computed by dividing the NAVD 88
 JU4085.geopotential number by the normal gravity value computed on the
 JU4085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4085.degrees latitude (g = 980.6199 gals.).
 JU4085
 JU4085.The modeled gravity was interpolated from observed gravity values.
 JU4085
 JU4085;                    North         East    Units  Estimated Accuracy
 JU4085;SPC NJ       -    55,660.      151,200.      MT  (+/- 180 meters Scaled)
 JU4085
 JU4085                          SUPERSEDED SURVEY CONTROL
 JU4085
 JU4085.No superseded survey control is available for this station.
 JU4085
 JU4085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ442540(NAD 83)
 JU4085_MARKER: DD = SURVEY DISK
 JU4085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4085_SP_SET: CONCRETE POST
 JU4085_STAMPING: 4819
 JU4085_MARK LOGO: NJGS  
 JU4085_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4085+STABILITY: SURFACE MOTION
 JU4085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4085+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2000
 JU4085
 JU4085  HISTORY     - Date     Condition        Report By
 JU4085  HISTORY     - 1936     MONUMENTED       NJDCED
 JU4085  HISTORY     - 19891109 GOOD             NJGS
 JU4085  HISTORY     - 20000622 GOOD             NJGS
 JU4085
 JU4085                          STATION DESCRIPTION
 JU4085
 JU4085'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 JU4085'THE STATION IS LOCATED IN VENTNOR CITY, ON THE NORTHWEST CORNER OF THE
 JU4085'JUNCTION OF ATLANTIC AND WISSAHICKON AVENUES, BETWEEN THE CURB AND
 JU4085'SIDEWALK.  THE STATION IS 2.9 M (9.5 FT) WEST FROM THE EXTENDED WEST
 JU4085'CURBLINE OF WISSAHICKON AVENUE, 1.35 M (4.43 FT) NORTH FROM THE NORTH
 JU4085'CURBLINE OF ATLANTIC AVENUE, 6.35 M (20.83 FT) SOUTH SOUTHEAST FROM
 JU4085'THE SOUTHEAST CORNER OF THE SIDE PORCH OF NUMBER 6809, A 2.5 STORY
 JU4085'STUCCO HOUSE, 15.6 M (51.2 FT) EAST FROM UTILITY POLE 968, 14.1 M
 JU4085'(46.3 FT) WEST FROM UTILITY POLE 933 AND 0.15 M (0.49 FT) BELOW THE
 JU4085'GROUND.
 JU4085
 JU4085                          STATION RECOVERY (2000)
 JU4085
 JU4085'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU4085'THE STATION IS LOCATED IN THE CITY OF VENTNOR, ON THE WEST CORNER OF
 JU4085'THE JUNCTION OF ATLANTIC AVENUE AND WISSAHICKON AVENUE, SOUTHEAST OF
 JU4085'HOUSE NUMBER 6809, 16.6 M (54.5 FT) NORTHEAST OF POLE NUMBER A968, 1.3
 JU4085'M (4.3 FT) NORTHWEST OF THE NORTHWEST CURB OF ATLANTIC AVENUE, 2.8 M
 JU4085'(9.2 FT) SOUTHWEST OF THE SOUTHWEST CURB OF WISSAHICKON AVENUE, FLUSH
 JU4085'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0325 ***********************************************************************
 JU0325  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0325  DESIGNATION -  4839
 JU0325  PID         -  JU0325
 JU0325  STATE/COUNTY-  NJ/ATLANTIC
 JU0325  USGS QUAD   -  ATLANTIC CITY (1994)
 JU0325
 JU0325                         *CURRENT SURVEY CONTROL
 JU0325  ___________________________________________________________________
 JU0325* NAD 83(1996)-  39 20 27.77662(N)    074 28 21.98488(W)     ADJUSTED  
 JU0325* NAVD 88     -         2.843  (meters)       9.33   (feet)  ADJUSTED  
 JU0325  ___________________________________________________________________
 JU0325  X           -   1,322,255.563 (meters)                     COMP
 JU0325  Y           -  -4,759,116.542 (meters)                     COMP
 JU0325  Z           -   4,021,650.856 (meters)                     COMP
 JU0325  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 JU0325  ELLIP HEIGHT-         -31.59  (meters)          (01/17/03) GPS OBS
 JU0325  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 JU0325  DYNAMIC HT  -           2.842 (meters)       9.32  (feet)  COMP
 JU0325  MODELED GRAV-     980,104.8   (mgal)                       NAVD 88
 JU0325
 JU0325  HORZ ORDER  -  FIRST
 JU0325  VERT ORDER  -  FIRST     CLASS II
 JU0325  ELLP ORDER  -  THIRD     CLASS I
 JU0325
 JU0325.The horizontal coordinates were established by GPS observations
 JU0325.and adjusted by the National Geodetic Survey in January 2003..
 JU0325
 JU0325.The orthometric height was determined by differential leveling
 JU0325.and adjusted by the National Geodetic Survey in March 2005..
 JU0325.No vertical observational check was made to the station.
 JU0325
 JU0325.This Tidal Bench Mark is designated as VM 343
 JU0325.by the Center for Operational Oceanographic Products and Services.
 JU0325
 JU0325.This Tidal Bench Mark is designated as VM 11066
 JU0325.by the Center for Operational Oceanographic Products and Services.
 JU0325
 JU0325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0325
 JU0325.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0325
 JU0325.The ellipsoidal height was determined by GPS observations
 JU0325.and is referenced to NAD 83.
 JU0325
 JU0325.The geoid height was determined by GEOID03.
 JU0325
 JU0325.The dynamic height is computed by dividing the NAVD 88
 JU0325.geopotential number by the normal gravity value computed on the
 JU0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0325.degrees latitude (g = 980.6199 gals.).
 JU0325
 JU0325.The modeled gravity was interpolated from observed gravity values.
 JU0325
 JU0325;                    North         East     Units Scale Factor Converg.
 JU0325;SPC NJ       -    56,359.869   152,346.928   MT  0.99990007   +0 01 02.1
 JU0325;SPC NJ       -   184,907.34    499,824.88   sFT  0.99990007   +0 01 02.1
 JU0325;UTM  18      - 4,354,756.792   545,433.611   MT  0.99962541   +0 20 03.2
 JU0325
 JU0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0325!SPC NJ       -   1.00000496  x   0.99990007  =   0.99990503
 JU0325!UTM  18      -   1.00000496  x   0.99962541  =   0.99963036
 JU0325
 JU0325                          SUPERSEDED SURVEY CONTROL
 JU0325
 JU0325  NAVD 88 (06/15/91)    2.840  (m)            9.32   (f) UNKNOWN     1 2
 JU0325  NGVD 29 (04/16/92)    3.239  (m)           10.63   (f) ADJUSTED    1 2
 JU0325
 JU0325.Superseded values are not recommended for survey control.
 JU0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0325.See file dsdata.txt to determine how the superseded data were derived.
 JU0325
 JU0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4543454757(NAD 83)
 JU0325_MARKER: DD = SURVEY DISK
 JU0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0325_SP_SET: CONCRETE POST
 JU0325_STAMPING: 4839
 JU0325_MARK LOGO: NJGS  
 JU0325_PROJECTION: RECESSED 5 CENTIMETERS
 JU0325_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0325+STABILITY: SURFACE MOTION
 JU0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0325+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 JU0325
 JU0325  HISTORY     - Date     Condition        Report By
 JU0325  HISTORY     - 1961     MONUMENTED       NJGS
 JU0325  HISTORY     - 1961     GOOD             CGS
 JU0325  HISTORY     - 1979     GOOD             NGS
 JU0325  HISTORY     - 19891102 GOOD             NJGS
 JU0325  HISTORY     - 20000622 GOOD             NJGS
 JU0325  HISTORY     - 20020924 GOOD             USFWS
 JU0325  HISTORY     - 20060307 GOOD             AASCO
 JU0325
 JU0325                          STATION DESCRIPTION
 JU0325
 JU0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0325'AT VENTNOR CITY.
 JU0325'AT THE INTERSECTION OF ATLANTIC AVENUE AND SUFFOLK AVENUE, 11
 JU0325'FEET NORTH OF THE NORTH CURB OF ATLANTIC AVENUE, 1.8 FEET WEST OF
 JU0325'WEST CURB OF SOUTH SUFFOLK AVENUE AND 6 INCHES NORTH OF A STREET
 JU0325'STOP SIGN.  SET IN A CONCRETE POST 2 INCHES BELOW THE SURFACE
 JU0325'OF THE GROUND.
 JU0325
 JU0325                          STATION RECOVERY (1979)
 JU0325
 JU0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0325'NOTE--MARK IS NOW 6 INCHES SOUTH-SOUTHEAST OF A STOP SIGN.
 JU0325
 JU0325                          STATION RECOVERY (1989)
 JU0325
 JU0325'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 JU0325'THE STATION IS LOCATED IN VENTNOR CITY, IN THE SIDEWALK, ON THE
 JU0325'NORTHWEST CORNER OF THE JUNCTION OF ATLANTIC AND SUFFOLK AVENUES.
 JU0325'THE STATION IS 3.3 M (10.8 FT) NORTH NORTHWEST OF THE NORTHWEST
 JU0325'CURBLINE OF ATLANTIC AVENUE, 5.5 M (18.0 FT) SOUTH SOUTHWEST OF THE
 JU0325'SOUTHWEST CURBLINE OF SUFFOLK AVENUE, 11.7 M (38.4 FT) EAST SOUTHEAST
 JU0325'OF THE SOUTHEAST CORNER OF NUMBER 5501 SUFFOLK AVENUE, A 2.5 STORY
 JU0325'FRAME HOUSE, 0.6 M (2.0 FT) SOUTH SOUTHEAST OF A STOP SIGN, 4.3 M
 JU0325'(14.1 FT) NORTHEAST OF POLE A 553 AND RECESSED 0.02 M (0.07 FT) IN
 JU0325'THE SIDEWALK.
 JU0325
 JU0325                          STATION RECOVERY (2000)
 JU0325
 JU0325'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU0325'RECOVERED AS DESCRIBED.
 JU0325
 JU0325                          STATION RECOVERY (2002)
 JU0325
 JU0325'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2002 (TJG)
 JU0325'RECOVERY NOTE BY U.S. FISH AND WILDLIFE SERVICE 2002 (TJG).
 JU0325'RECOVERED AS DESCRIBED.
 JU0325' 
 JU0325' 
 JU0325'
 JU0325
 JU0325                          STATION RECOVERY (2006)
 JU0325
 JU0325'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 JU0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0304 ***********************************************************************
 JU0304  DESIGNATION -  4842
 JU0304  PID         -  JU0304
 JU0304  STATE/COUNTY-  NJ/ATLANTIC
 JU0304  USGS QUAD   -  ATLANTIC CITY (1994)
 JU0304
 JU0304                         *CURRENT SURVEY CONTROL
 JU0304  ___________________________________________________________________
 JU0304* NAD 83(1986)-  39 20 59.     (N)    074 27 15.     (W)     SCALED    
 JU0304* NAVD 88     -         2.827  (meters)       9.27   (feet)  ADJUSTED  
 JU0304  ___________________________________________________________________
 JU0304  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 JU0304  DYNAMIC HT  -           2.826 (meters)       9.27  (feet)  COMP
 JU0304  MODELED GRAV-     980,105.7   (mgal)                       NAVD 88
 JU0304
 JU0304  VERT ORDER  -  FIRST     CLASS II
 JU0304
 JU0304.The horizontal coordinates were scaled from a topographic map and have
 JU0304.an estimated accuracy of +/- 6 seconds.
 JU0304
 JU0304.The orthometric height was determined by differential leveling
 JU0304.and adjusted by the National Geodetic Survey in June 1991..
 JU0304
 JU0304.The geoid height was determined by GEOID03.
 JU0304
 JU0304.The dynamic height is computed by dividing the NAVD 88
 JU0304.geopotential number by the normal gravity value computed on the
 JU0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0304.degrees latitude (g = 980.6199 gals.).
 JU0304
 JU0304.The modeled gravity was interpolated from observed gravity values.
 JU0304
 JU0304;                    North         East    Units  Estimated Accuracy
 JU0304;SPC NJ       -    57,320.      153,950.      MT  (+/- 180 meters Scaled)
 JU0304
 JU0304                          SUPERSEDED SURVEY CONTROL
 JU0304
 JU0304  NGVD 29 (04/16/92)    3.227  (m)           10.59   (f) ADJUSTED    1 2
 JU0304
 JU0304.Superseded values are not recommended for survey control.
 JU0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0304.See file dsdata.txt to determine how the superseded data were derived.
 JU0304
 JU0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ470557(NAD 83)
 JU0304_MARKER: DD = SURVEY DISK
 JU0304_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0304_SP_SET: SIDEWALK
 JU0304_STAMPING: 4842
 JU0304_MARK LOGO: NJGS  
 JU0304_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0304+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1996
 JU0304
 JU0304  HISTORY     - Date     Condition        Report By
 JU0304  HISTORY     - UNK      MONUMENTED       NJGS
 JU0304  HISTORY     - 1961     GOOD             CGS
 JU0304  HISTORY     - 1963     MARK NOT FOUND   CGS
 JU0304  HISTORY     - 1979     GOOD             NGS
 JU0304  HISTORY     - 19891030 GOOD             NJGS
 JU0304  HISTORY     - 19960912 GOOD             NJGS
 JU0304
 JU0304                          STATION DESCRIPTION
 JU0304
 JU0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0304'AT ATLANTIC CITY.
 JU0304'54 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE ATLANTIC CITY
 JU0304'HIGH SCHOOL, 38.5 FEET WEST OF THE WEST CURB OF ALBANY AVENUE AND
 JU0304'16 FEET NORTH OF THE NORTH CURB OF ATLANTIC AVENUE.  SET IN A
 JU0304'1/2 INCH DEEP WELL IN THE SIDEWALK.
 JU0304
 JU0304                          STATION RECOVERY (1963)
 JU0304
 JU0304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU0304'MARK NOT FOUND.
 JU0304
 JU0304                          STATION RECOVERY (1979)
 JU0304
 JU0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0304'THE MARK IS 0.1 FT BELOW SIDEWALK.
 JU0304'IN ATLANTIC CITY, ATLANTIC COUNTY, AT THE NORTHWEST CORNER OF ALBANY
 JU0304'AND ATLANTIC AVENUES, IN FRONT OF THE ATLANTIC CITY HIGH SCHOOL,
 JU0304'53.80 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF SCHOOL BUILDING,
 JU0304'35.82 FEET SOUTHWEST OF A LIGHT STANDARD ON ATLANTIC AVENUE, AND
 JU0304'15.58 FEET NORTHWEST OF THE NORTH CURB ON ATLANTIC AVENUE, A STANDARD
 JU0304'NJGCS DISK, SET IN CONCRETE, ELEVATION 10.570 FEET.
 JU0304
 JU0304                          STATION RECOVERY (1989)
 JU0304
 JU0304'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 JU0304'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE NORTHWEST SIDE OF
 JU0304'ATLANTIC AVENUE, ON THE NORTHWEST CORNER OF THE JUNCTION OF ATLANTIC
 JU0304'AND ALBANY AVENUES.  THE STATION IS 16.45 M (53.97 FT) SOUTHEAST FROM
 JU0304'THE SOUTHEAST CORNER OF THE ATLANTIC CITY HIGH SCHOOL BUILDING, 5.25
 JU0304'M (17.22 FT) WEST NORTHWEST OF POLE A 13775, 10.3 M (33.8 FT) WEST OF
 JU0304'THE CURBLINE EXTENDED OF ALBANY AVENUE, 4.75 M (15.58 FT) NORTH OF
 JU0304'THE NORTH CURBLINE OF ATLANTIC AVENUE, 10.5 M (34.4 FT) SOUTHEAST OF
 JU0304'THE HIGH SCHOOL FLAG POLE AND ABOUT 0.01 M (0.03 FT) BELOW THE
 JU0304'SIDEWALK.
 JU0304
 JU0304                          STATION RECOVERY (1996)
 JU0304
 JU0304'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU0304'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0303 ***********************************************************************
 JU0303  DESIGNATION -  4844
 JU0303  PID         -  JU0303
 JU0303  STATE/COUNTY-  NJ/ATLANTIC
 JU0303  USGS QUAD   -  ATLANTIC CITY (1994)
 JU0303
 JU0303                         *CURRENT SURVEY CONTROL
 JU0303  ___________________________________________________________________
 JU0303* NAD 83(1986)-  39 21 16.     (N)    074 26 49.     (W)     SCALED    
 JU0303* NAVD 88     -         2.362  (meters)       7.75   (feet)  ADJUSTED  
 JU0303  ___________________________________________________________________
 JU0303  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 JU0303  DYNAMIC HT  -           2.361 (meters)       7.75  (feet)  COMP
 JU0303  MODELED GRAV-     980,106.1   (mgal)                       NAVD 88
 JU0303
 JU0303  VERT ORDER  -  FIRST     CLASS II
 JU0303
 JU0303.The horizontal coordinates were scaled from a topographic map and have
 JU0303.an estimated accuracy of +/- 6 seconds.
 JU0303
 JU0303.The orthometric height was determined by differential leveling
 JU0303.and adjusted by the National Geodetic Survey in June 1991..
 JU0303
 JU0303.The geoid height was determined by GEOID03.
 JU0303
 JU0303.The dynamic height is computed by dividing the NAVD 88
 JU0303.geopotential number by the normal gravity value computed on the
 JU0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0303.degrees latitude (g = 980.6199 gals.).
 JU0303
 JU0303.The modeled gravity was interpolated from observed gravity values.
 JU0303
 JU0303;                    North         East    Units  Estimated Accuracy
 JU0303;SPC NJ       -    57,850.      154,570.      MT  (+/- 180 meters Scaled)
 JU0303
 JU0303                          SUPERSEDED SURVEY CONTROL
 JU0303
 JU0303  NGVD 29 (04/16/92)    2.762  (m)            9.06   (f) ADJUSTED    1 2
 JU0303
 JU0303.Superseded values are not recommended for survey control.
 JU0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0303.See file dsdata.txt to determine how the superseded data were derived.
 JU0303
 JU0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ476562(NAD 83)
 JU0303_MARKER: DD = SURVEY DISK
 JU0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0303_SP_SET: CONCRETE POST
 JU0303_STAMPING: 4844
 JU0303_MARK LOGO: NJDCED
 JU0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0303+STABILITY: SURFACE MOTION
 JU0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0303+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1989
 JU0303
 JU0303  HISTORY     - Date     Condition        Report By
 JU0303  HISTORY     - UNK      MONUMENTED       NJGS
 JU0303  HISTORY     - 1961     GOOD             CGS
 JU0303  HISTORY     - 1963     GOOD             CGS
 JU0303  HISTORY     - 1979     GOOD             NGS
 JU0303  HISTORY     - 19891030 GOOD             NJGS
 JU0303
 JU0303                          STATION DESCRIPTION
 JU0303
 JU0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0303'AT ATLANTIC CITY.
 JU0303'8 FEET NORTH OF THE NORTH CURB OF ATLANTIC AVENUE AND 12 FEET
 JU0303'EAST OF THE EAST CURB OF BRIGHTON AVENUE.  SET IN A WELL 1 INCH
 JU0303'DEEP IN THE SIDEWALK, WITH A METAL CAP THAT SCREWS OVER THE WELL.
 JU0303'IT IS LEVEL WITH THE SIDEWALK.
 JU0303
 JU0303                          STATION RECOVERY (1963)
 JU0303
 JU0303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU0303'RECOVERED IN GOOD CONDITION.
 JU0303
 JU0303                          STATION RECOVERY (1979)
 JU0303
 JU0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0303'RECOVERED IN GOOD CONDITION.
 JU0303
 JU0303                          STATION RECOVERY (1989)
 JU0303
 JU0303'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 JU0303'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE NORTHWEST SIDE OF
 JU0303'ATLANTIC AVENUE, ON THE NORTHEAST CORNER OF THE JUNCTION OF BRIGHTON
 JU0303'AND ATLANTIC AVENUES.  THE STATION IS 2.55 M (8.37 FT) NORTHWEST OF
 JU0303'THE NORTHWEST CURB OF ATLANTIC AVENUE, 3.6 M (11.8 FT) NORTHEAST OF
 JU0303'THE NORTHEAST CURB OF BRIGHTON AVENUE, 2.25 M (7.38 FT) SOUTH OF THE
 JU0303'SOUTHWEST CORNER OF THE SOUTHWEST ENTRANCEWAY TO A 2.5 STORY FRAME
 JU0303'HOUSE, 2.4 M (7.9 FT) NORTHWEST OF A FIRE HYDRANT AND 0.035 M
 JU0303'(0.115 FT) BELOW THE LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0302 ***********************************************************************
 JU0302  DESIGNATION -  4845
 JU0302  PID         -  JU0302
 JU0302  STATE/COUNTY-  NJ/ATLANTIC
 JU0302  USGS QUAD   -  ATLANTIC CITY (1994)
 JU0302
 JU0302                         *CURRENT SURVEY CONTROL
 JU0302  ___________________________________________________________________
 JU0302* NAD 83(1986)-  39 21 21.     (N)    074 26 36.     (W)     SCALED    
 JU0302* NAVD 88     -         2.165  (meters)       7.10   (feet)  ADJUSTED  
 JU0302  ___________________________________________________________________
 JU0302  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 JU0302  DYNAMIC HT  -           2.164 (meters)       7.10  (feet)  COMP
 JU0302  MODELED GRAV-     980,106.2   (mgal)                       NAVD 88
 JU0302
 JU0302  VERT ORDER  -  FIRST     CLASS I
 JU0302
 JU0302.The horizontal coordinates were scaled from a topographic map and have
 JU0302.an estimated accuracy of +/- 6 seconds.
 JU0302
 JU0302.The orthometric height was determined by differential leveling
 JU0302.and adjusted by the National Geodetic Survey in June 1991..
 JU0302
 JU0302.The geoid height was determined by GEOID03.
 JU0302
 JU0302.The dynamic height is computed by dividing the NAVD 88
 JU0302.geopotential number by the normal gravity value computed on the
 JU0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0302.degrees latitude (g = 980.6199 gals.).
 JU0302
 JU0302.The modeled gravity was interpolated from observed gravity values.
 JU0302
 JU0302;                    North         East    Units  Estimated Accuracy
 JU0302;SPC NJ       -    58,000.      154,880.      MT  (+/- 180 meters Scaled)
 JU0302
 JU0302                          SUPERSEDED SURVEY CONTROL
 JU0302
 JU0302  NGVD 29 (04/16/92)    2.568  (m)            8.43   (f) ADJUSTED    1 1
 JU0302
 JU0302.Superseded values are not recommended for survey control.
 JU0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0302.See file dsdata.txt to determine how the superseded data were derived.
 JU0302
 JU0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ479564(NAD 83)
 JU0302_MARKER: DD = SURVEY DISK
 JU0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0302_SP_SET: SIDEWALK
 JU0302_STAMPING: 4845
 JU0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0302+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1989
 JU0302
 JU0302  HISTORY     - Date     Condition        Report By
 JU0302  HISTORY     - UNK      MONUMENTED       NJGS
 JU0302  HISTORY     - 1961     GOOD             CGS
 JU0302  HISTORY     - 1963     GOOD             CGS
 JU0302  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0302  HISTORY     - 1979     MARK NOT FOUND   USGS
 JU0302  HISTORY     - 19891030 MARK NOT FOUND   NJGS
 JU0302
 JU0302                          STATION DESCRIPTION
 JU0302
 JU0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0302'AT ATLANTIC CITY.
 JU0302'8.5 FEET NORTH OF THE NORTH CURB OF ATLANTIC AVENUE AND 16 FEET
 JU0302'WEST OF THE WEST CURB OF TEXAS AVENUE.  SET IN A WELL 2 1/2 INCHES
 JU0302'DEEP IN THE SIDEWALK, WITH A METAL CAP THAT SCREWS OVER THE WELL.
 JU0302'IT IS LEVEL WITH THE SIDEWALK.
 JU0302
 JU0302                          STATION RECOVERY (1963)
 JU0302
 JU0302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU0302'RECOVERED IN GOOD CONDITION.
 JU0302
 JU0302                          STATION RECOVERY (1979)
 JU0302
 JU0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0302'NOTE--NEW SIDEWALK HAS BEEN LAID.
 JU0302
 JU0302                          STATION RECOVERY (1979)
 JU0302
 JU0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JU0302'MARK NOT FOUND.
 JU0302
 JU0302                          STATION RECOVERY (1989)
 JU0302
 JU0302'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 JU0302'THE AREA HAS NEW SIDEWALK CONSTRUCTION. THE MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0301 ***********************************************************************
 JU0301  DESIGNATION -  4847
 JU0301  PID         -  JU0301
 JU0301  STATE/COUNTY-  NJ/ATLANTIC
 JU0301  USGS QUAD   -  ATLANTIC CITY (1994)
 JU0301
 JU0301                         *CURRENT SURVEY CONTROL
 JU0301  ___________________________________________________________________
 JU0301* NAD 83(1986)-  39 21 36.     (N)    074 26 00.     (W)     SCALED    
 JU0301* NAVD 88     -         2.869  (meters)       9.41   (feet)  ADJUSTED  
 JU0301  ___________________________________________________________________
 JU0301  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 JU0301  DYNAMIC HT  -           2.868 (meters)       9.41  (feet)  COMP
 JU0301  MODELED GRAV-     980,106.5   (mgal)                       NAVD 88
 JU0301
 JU0301  VERT ORDER  -  SECOND    CLASS 0
 JU0301
 JU0301.The horizontal coordinates were scaled from a topographic map and have
 JU0301.an estimated accuracy of +/- 6 seconds.
 JU0301
 JU0301.The orthometric height was determined by differential leveling
 JU0301.and adjusted by the National Geodetic Survey in June 1991..
 JU0301
 JU0301.The geoid height was determined by GEOID03.
 JU0301
 JU0301.The dynamic height is computed by dividing the NAVD 88
 JU0301.geopotential number by the normal gravity value computed on the
 JU0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0301.degrees latitude (g = 980.6199 gals.).
 JU0301
 JU0301.The modeled gravity was interpolated from observed gravity values.
 JU0301
 JU0301;                    North         East    Units  Estimated Accuracy
 JU0301;SPC NJ       -    58,470.      155,750.      MT  (+/- 180 meters Scaled)
 JU0301
 JU0301                          SUPERSEDED SURVEY CONTROL
 JU0301
 JU0301  NGVD 29 (04/16/92)    3.272  (m)           10.73   (f) ADJUSTED    2 0
 JU0301
 JU0301.Superseded values are not recommended for survey control.
 JU0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0301.See file dsdata.txt to determine how the superseded data were derived.
 JU0301
 JU0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ488568(NAD 83)
 JU0301_MARKER: DD = SURVEY DISK
 JU0301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0301_SP_SET: SIDEWALK
 JU0301_STAMPING: 4847
 JU0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0301+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1989
 JU0301
 JU0301  HISTORY     - Date     Condition        Report By
 JU0301  HISTORY     - UNK      MONUMENTED       NJGS
 JU0301  HISTORY     - 1961     GOOD             CGS
 JU0301  HISTORY     - 1963     GOOD             CGS
 JU0301  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0301  HISTORY     - 1979     MARK NOT FOUND   USGS
 JU0301  HISTORY     - 19891030 MARK NOT FOUND   NJGS
 JU0301
 JU0301                          STATION DESCRIPTION
 JU0301
 JU0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0301'AT ATLANTIC CITY.
 JU0301'9.6 FEET NORTH OF THE NORTH CURB OF ATLANTIC AVENUE AND 9 FEET
 JU0301'WEST OF THE WEST CURB OF INDIANA AVENUE.  SET IN A WELL 3 1/2
 JU0301'INCHES DEEP IN THE SIDEWALK, WITH A METAL CAP THAT SCREWS OVER THE
 JU0301'WELL.  IT IS LEVEL WITH THE SIDEWALK.
 JU0301
 JU0301                          STATION RECOVERY (1963)
 JU0301
 JU0301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU0301'RECOVERED IN GOOD CONDITION.
 JU0301
 JU0301                          STATION RECOVERY (1979)
 JU0301
 JU0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0301'NOTE--NEW SIDEWALK HAS BEEN LAID.
 JU0301
 JU0301                          STATION RECOVERY (1979)
 JU0301
 JU0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JU0301'MARK NOT FOUND.
 JU0301
 JU0301                          STATION RECOVERY (1989)
 JU0301
 JU0301'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 JU0301'A NEW SIDEWALK HAS BEEN LAID. THE MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4074 ***********************************************************************
 JU4074  DESIGNATION -  4855
 JU4074  PID         -  JU4074
 JU4074  STATE/COUNTY-  NJ/ATLANTIC
 JU4074  USGS QUAD   -  ATLANTIC CITY (1994)
 JU4074
 JU4074                         *CURRENT SURVEY CONTROL
 JU4074  ___________________________________________________________________
 JU4074* NAD 83(1986)-  39 22 09.     (N)    074 26 22.     (W)     SCALED    
 JU4074* NAVD 88     -         1.263  (meters)       4.14   (feet)  ADJUSTED  
 JU4074  ___________________________________________________________________
 JU4074  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 JU4074  DYNAMIC HT  -           1.262 (meters)       4.14  (feet)  COMP
 JU4074  MODELED GRAV-     980,108.2   (mgal)                       NAVD 88
 JU4074
 JU4074  VERT ORDER  -  FIRST     CLASS II
 JU4074
 JU4074.The horizontal coordinates were scaled from a topographic map and have
 JU4074.an estimated accuracy of +/- 6 seconds.
 JU4074
 JU4074.The orthometric height was determined by differential leveling
 JU4074.and adjusted by the National Geodetic Survey in June 1991..
 JU4074
 JU4074.The geoid height was determined by GEOID03.
 JU4074
 JU4074.The dynamic height is computed by dividing the NAVD 88
 JU4074.geopotential number by the normal gravity value computed on the
 JU4074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4074.degrees latitude (g = 980.6199 gals.).
 JU4074
 JU4074.The modeled gravity was interpolated from observed gravity values.
 JU4074
 JU4074;                    North         East    Units  Estimated Accuracy
 JU4074;SPC NJ       -    59,480.      155,220.      MT  (+/- 180 meters Scaled)
 JU4074
 JU4074                          SUPERSEDED SURVEY CONTROL
 JU4074
 JU4074  NGVD 29 (01/10/92)    1.667  (m)            5.47   (f) ADJUSTED    1 2
 JU4074
 JU4074.Superseded values are not recommended for survey control.
 JU4074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4074.See file dsdata.txt to determine how the superseded data were derived.
 JU4074
 JU4074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ482578(NAD 83)
 JU4074_MARKER: DD = SURVEY DISK
 JU4074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4074_SP_SET: CONCRETE POST
 JU4074_STAMPING: 4855
 JU4074_MARK LOGO: NJDCED
 JU4074_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4074+STABILITY: SURFACE MOTION
 JU4074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4074+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1989
 JU4074
 JU4074  HISTORY     - Date     Condition        Report By
 JU4074  HISTORY     - 1934     MONUMENTED       NJDCED
 JU4074  HISTORY     - 19891031 GOOD             NJGS
 JU4074
 JU4074                          STATION DESCRIPTION
 JU4074
 JU4074'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 JU4074'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE SOUTHWEST SIDE OF
 JU4074'INDIANA AVENUE, BETWEEN THE CURB AND SIDEWALK ON THE NORTHWEST CORNER
 JU4074'OF THE JUNCTION OF MCKINLEY AND INDIANA AVENUES.  THE STATION IS 2.95
 JU4074'M (9.68 FT) SOUTH SOUTHWEST OF THE CENTER OF AN INLET ON THE WEST
 JU4074'SIDE OF INDIANA AVENUE, 5.9 M (19.4 FT) NORTHEAST OF THE CENTER OF AN
 JU4074'INLET ON THE NORTH SIDE OF MCKINLEY AVENUE, 7.4 M (24.3 FT) NORTH OF
 JU4074'THE CENTERLINE OF MCKINLEY AVENUE, 5.2 M (17.1 FT) WEST OF THE
 JU4074'CENTERLINE OF INDIANA AVENUE AND ABOUT 0.025 M (0.082 FT) BELOW THE
 JU4074'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4070 ***********************************************************************
 JU4070  DESIGNATION -  4857
 JU4070  PID         -  JU4070
 JU4070  STATE/COUNTY-  NJ/ATLANTIC
 JU4070  USGS QUAD   -  ATLANTIC CITY (1994)
 JU4070
 JU4070                         *CURRENT SURVEY CONTROL
 JU4070  ___________________________________________________________________
 JU4070* NAD 83(1986)-  39 22 20.     (N)    074 24 56.     (W)     SCALED    
 JU4070* NAVD 88     -         1.013  (meters)       3.32   (feet)  ADJUSTED  
 JU4070  ___________________________________________________________________
 JU4070  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JU4070  DYNAMIC HT  -           1.012 (meters)       3.32  (feet)  COMP
 JU4070  MODELED GRAV-     980,108.0   (mgal)                       NAVD 88
 JU4070
 JU4070  VERT ORDER  -  FIRST     CLASS II
 JU4070
 JU4070.The horizontal coordinates were scaled from a topographic map and have
 JU4070.an estimated accuracy of +/- 6 seconds.
 JU4070
 JU4070.The orthometric height was determined by differential leveling
 JU4070.and adjusted by the National Geodetic Survey in June 1991..
 JU4070
 JU4070.The geoid height was determined by GEOID03.
 JU4070
 JU4070.The dynamic height is computed by dividing the NAVD 88
 JU4070.geopotential number by the normal gravity value computed on the
 JU4070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4070.degrees latitude (g = 980.6199 gals.).
 JU4070
 JU4070.The modeled gravity was interpolated from observed gravity values.
 JU4070
 JU4070;                    North         East    Units  Estimated Accuracy
 JU4070;SPC NJ       -    59,820.      157,280.      MT  (+/- 180 meters Scaled)
 JU4070
 JU4070                          SUPERSEDED SURVEY CONTROL
 JU4070
 JU4070  NGVD 29 (01/10/92)    1.417  (m)            4.65   (f) ADJUSTED    1 2
 JU4070
 JU4070.Superseded values are not recommended for survey control.
 JU4070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4070.See file dsdata.txt to determine how the superseded data were derived.
 JU4070
 JU4070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ503582(NAD 83)
 JU4070_MARKER: DD = SURVEY DISK
 JU4070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4070_SP_SET: CONCRETE POST
 JU4070_STAMPING: 4857
 JU4070_MARK LOGO: NJDCED
 JU4070_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4070+STABILITY: SURFACE MOTION
 JU4070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4070+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1989
 JU4070
 JU4070  HISTORY     - Date     Condition        Report By
 JU4070  HISTORY     - 1937     MONUMENTED       NJDCED
 JU4070  HISTORY     - 19891018 GOOD             NJGS
 JU4070
 JU4070                          STATION DESCRIPTION
 JU4070
 JU4070'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 JU4070'THE STATION IS LOCATED IN ATLANTIC CITY, SET IN A ROUND CAST IRON
 JU4070'METER BOX IN THE SIDEWALK ON THE SOUTHEAST CORNER, AT THE JUNCTION OF
 JU4070'NEW HAMPSHIRE AVENUE AND MELROSE AVENUE.  THE STATION IS 1.9 M
 JU4070'(6.2 FT) NORTHEAST FROM THE NORTHEAST CURBLINE TANGENT OF NEW
 JU4070'HAMPSHIRE AVENUE, 1.3 M (4.3 FT) SOUTHEAST FROM THE SOUTHEAST
 JU4070'CURBLINE OF MELROSE AVENUE, 2.7 M (8.9 FT) NORTH FROM UTILITY POLE A
 JU4070'8231, 17.05 M (55.94 FT) EAST NORTHEAST FROM A FIRE HYDRANT, 4.25 M
 JU4070'(13.94 FT) SOUTH FROM A WATER VALVE IN MELROSE AVENUE AND 0.1 M
 JU4070'(0.3 FT) BELOW THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2163 ***********************************************************************
 JU2163  DESIGNATION -  4860 DCD
 JU2163  PID         -  JU2163
 JU2163  STATE/COUNTY-  NJ/ATLANTIC
 JU2163  USGS QUAD   -  EGG HARBOR CITY (1977)
 JU2163
 JU2163                         *CURRENT SURVEY CONTROL
 JU2163  ___________________________________________________________________
 JU2163* NAD 83(1986)-  39 33 27.     (N)    074 41 21.     (W)     SCALED    
 JU2163* NAVD 88     -        23.974  (meters)      78.65   (feet)  ADJUSTED  
 JU2163  ___________________________________________________________________
 JU2163  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JU2163  DYNAMIC HT  -          23.963 (meters)      78.62  (feet)  COMP
 JU2163  MODELED GRAV-     980,132.4   (mgal)                       NAVD 88
 JU2163
 JU2163  VERT ORDER  -  FIRST     CLASS I
 JU2163
 JU2163.The horizontal coordinates were scaled from a topographic map and have
 JU2163.an estimated accuracy of +/- 6 seconds.
 JU2163
 JU2163.The orthometric height was determined by differential leveling
 JU2163.and adjusted by the National Geodetic Survey in June 1991..
 JU2163
 JU2163.The geoid height was determined by GEOID03.
 JU2163
 JU2163.The dynamic height is computed by dividing the NAVD 88
 JU2163.geopotential number by the normal gravity value computed on the
 JU2163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2163.degrees latitude (g = 980.6199 gals.).
 JU2163
 JU2163.The modeled gravity was interpolated from observed gravity values.
 JU2163
 JU2163;                    North         East    Units  Estimated Accuracy
 JU2163;SPC NJ       -    80,410.      133,740.      MT  (+/- 180 meters Scaled)
 JU2163
 JU2163                          SUPERSEDED SURVEY CONTROL
 JU2163
 JU2163  NGVD 29 (??/??/??)   24.348  (m)           79.88   (f) ADJUSTED    1 1
 JU2163
 JU2163.Superseded values are not recommended for survey control.
 JU2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2163.See file dsdata.txt to determine how the superseded data were derived.
 JU2163
 JU2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ267786(NAD 83)
 JU2163_MARKER: DD = SURVEY DISK
 JU2163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU2163_STAMPING: 4860
 JU2163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2163+STABILITY: SURFACE MOTION
 JU2163
 JU2163  HISTORY     - Date     Condition        Report By
 JU2163  HISTORY     - 1964     MONUMENTED       CGS
 JU2163
 JU2163                          STATION DESCRIPTION
 JU2163
 JU2163'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU2163'1.65 MI NW FROM EGG HARBOR CITY.
 JU2163'1.65 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF STATE
 JU2163'HIGHWAY 50 AT EGG HARBOR CITY, NEAR THE JUNCTION OF A GRAVELED ROAD
 JU2163'LEADING SOUTHWEST, DIRECTLY ACROSS THE HIGHWAY FROM THE WHITE WAY
 JU2163'FRUIT MARKET, 36 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD
 JU2163'LEADING SOUTHWEST, 32.6 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JU2163'SOUTHEAST-BOUND LANE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY AND
 JU2163'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 JU2163'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4354 ***********************************************************************
 AI4354  DESIGNATION -  4970
 AI4354  PID         -  AI4354
 AI4354  STATE/COUNTY-  NJ/GLOUCESTER
 AI4354  USGS QUAD   -  PITMAN EAST (1994)
 AI4354
 AI4354                         *CURRENT SURVEY CONTROL
 AI4354  ___________________________________________________________________
 AI4354* NAD 83(1996)-  39 38 31.63414(N)    075 05 14.67024(W)     ADJUSTED  
 AI4354* NAVD 88     -        39.1    (meters)     128.     (feet)  GPS OBS   
 AI4354  ___________________________________________________________________
 AI4354  X           -   1,265,664.271 (meters)                     COMP
 AI4354  Y           -  -4,752,512.594 (meters)                     COMP
 AI4354  Z           -   4,047,470.241 (meters)                     COMP
 AI4354  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AI4354  ELLIP HEIGHT-           5.66  (meters)          (09/25/02) GPS OBS
 AI4354  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 AI4354
 AI4354  HORZ ORDER  -  FIRST
 AI4354  ELLP ORDER  -  FOURTH    CLASS I
 AI4354
 AI4354.The horizontal coordinates were established by GPS observations
 AI4354.and adjusted by the National Geodetic Survey in March 2000..
 AI4354
 AI4354.The orthometric height was determined by GPS observations and a
 AI4354.high-resolution geoid model.
 AI4354
 AI4354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4354
 AI4354.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4354
 AI4354.The ellipsoidal height was determined by GPS observations
 AI4354.and is referenced to NAD 83.
 AI4354
 AI4354.The geoid height was determined by GEOID03.
 AI4354
 AI4354;                    North         East     Units Scale Factor Converg.
 AI4354;SPC NJ       -    89,947.490    99,582.925   MT  0.99993128   -0 22 29.2
 AI4354;SPC NJ       -   295,102.72    326,714.98   sFT  0.99993128   -0 22 29.2
 AI4354;UTM  18      - 4,388,040.984   492,500.040   MT  0.99960069   -0 03 20.8
 AI4354
 AI4354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4354!SPC NJ       -   0.99999911  x   0.99993128  =   0.99993039
 AI4354!UTM  18      -   0.99999911  x   0.99960069  =   0.99959980
 AI4354
 AI4354                          SUPERSEDED SURVEY CONTROL
 AI4354
 AI4354  ELLIP H (03/31/00)    5.65   (m)                       GP(       ) 3 1
 AI4354
 AI4354.Superseded values are not recommended for survey control.
 AI4354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4354.See file dsdata.txt to determine how the superseded data were derived.
 AI4354
 AI4354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9250088041(NAD 83)
 AI4354_MARKER: DD = SURVEY DISK
 AI4354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4354_STAMPING: 4970
 AI4354_MARK LOGO: NJDCED
 AI4354_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4354+STABILITY: SURFACE MOTION
 AI4354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4354+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2001
 AI4354
 AI4354  HISTORY     - Date     Condition        Report By
 AI4354  HISTORY     - 1940     MONUMENTED       NJDCED
 AI4354  HISTORY     - 19990701 GOOD             NJGS
 AI4354  HISTORY     - 20010406 GOOD             TWT
 AI4354  HISTORY     - 20040122 GOOD             GEOCAC
 AI4354
 AI4354                          STATION DESCRIPTION
 AI4354
 AI4354'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (JVS)
 AI4354'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP ON THE EAST SIDE OF STATE
 AI4354'ROUTE 47.  TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 AI4354'322 EAST AND STATE ROUTE 47 IN THE BOROUGH OF GLASSBORO, GO SOUTH ON
 AI4354'STATE ROUTE 47 FOR 4.3 MI (6.9 KM) TO THE STATION ON THE LEFT,
 AI4354'OPPOSITE AND ACROSS THE ROAD FROM A DRIVE LEADING TO A ONE STORY FRAME
 AI4354'DWELLING, HOUSE NUMBER 3433.  THE STATION IS 7.2 M (23.6 FT) EAST FROM
 AI4354'THE CENTERLINE OF STATE ROUTE 47, 1.5 M (4.9 FT) EAST SOUTHEAST FROM
 AI4354'WOOD UTILITY POLE NUMBER 187, 32.6 M (107.0 FT) NORTH NORTHEAST FROM
 AI4354'WOOD UTILITY POLE NUMBER 188 AND 20.0 M (65.6 FT) NORTH FROM THE
 AI4354'NORTHERN MOST OF TWO TELEPHONE UTILITY MANHOLES.  THE STATION IS ABOUT
 AI4354'0.2 M (0.7 FT) BELOW THE GROUND.
 AI4354
 AI4354                          STATION RECOVERY (2001)
 AI4354
 AI4354'RECOVERY NOTE BY TWT CONS ENG 2001 (JTS)
 AI4354'RECOVERED IN GOOD CONDITION.
 AI4354
 AI4354                          STATION RECOVERY (2004)
 AI4354
 AI4354'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 AI4354'LOCATED ACROSS STREET FROM AND SOUTHEAST OF AMERICAN LEGION POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4350 ***********************************************************************
 AI4350  DESIGNATION -  4992
 AI4350  PID         -  AI4350
 AI4350  STATE/COUNTY-  NJ/GLOUCESTER
 AI4350  USGS QUAD   -  BRIDGEPORT (1995)
 AI4350
 AI4350                         *CURRENT SURVEY CONTROL
 AI4350  ___________________________________________________________________
 AI4350* NAD 83(1996)-  39 45 41.47820(N)    075 18 17.96608(W)     ADJUSTED  
 AI4350* NAVD 88     -        16.7    (meters)      55.     (feet)  GPS OBS   
 AI4350  ___________________________________________________________________
 AI4350  X           -   1,245,454.876 (meters)                     COMP
 AI4350  Y           -  -4,749,076.854 (meters)                     COMP
 AI4350  Z           -   4,057,655.788 (meters)                     COMP
 AI4350  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AI4350  ELLIP HEIGHT-         -16.39  (meters)          (09/25/02) GPS OBS
 AI4350  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 AI4350
 AI4350  HORZ ORDER  -  FIRST
 AI4350  ELLP ORDER  -  FOURTH    CLASS I
 AI4350
 AI4350.The horizontal coordinates were established by GPS observations
 AI4350.and adjusted by the National Geodetic Survey in March 2000..
 AI4350
 AI4350.The orthometric height was determined by GPS observations and a
 AI4350.high-resolution geoid model.
 AI4350
 AI4350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4350
 AI4350.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4350
 AI4350.The ellipsoidal height was determined by GPS observations
 AI4350.and is referenced to NAD 83.
 AI4350
 AI4350.The geoid height was determined by GEOID03.
 AI4350
 AI4350;                    North         East     Units Scale Factor Converg.
 AI4350;SPC NJ       -   103,348.167    81,026.694   MT  0.99995855   -0 30 53.6
 AI4350;SPC NJ       -   339,068.11    265,835.08   sFT  0.99995855   -0 30 53.6
 AI4350;UTM  18      - 4,401,333.480   473,875.734   MT  0.99960840   -0 11 42.3
 AI4350
 AI4350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4350!SPC NJ       -   1.00000257  x   0.99995855  =   0.99996112
 AI4350!UTM  18      -   1.00000257  x   0.99960840  =   0.99961097
 AI4350
 AI4350                          SUPERSEDED SURVEY CONTROL
 AI4350
 AI4350  ELLIP H (03/31/00)  -16.38   (m)                       GP(       ) 3 1
 AI4350
 AI4350.Superseded values are not recommended for survey control.
 AI4350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4350.See file dsdata.txt to determine how the superseded data were derived.
 AI4350
 AI4350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7387601333(NAD 83)
 AI4350_MARKER: DD = SURVEY DISK
 AI4350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4350_STAMPING: 4992
 AI4350_MARK LOGO: NJDCED
 AI4350_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4350+STABILITY: SURFACE MOTION
 AI4350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4350+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2005
 AI4350
 AI4350  HISTORY     - Date     Condition        Report By
 AI4350  HISTORY     - 1942     MONUMENTED       NJDCED
 AI4350  HISTORY     - 19990707 GOOD             NJGS
 AI4350  HISTORY     - 20051108 GOOD             GEOCAC
 AI4350
 AI4350                          STATION DESCRIPTION
 AI4350
 AI4350'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (JVS)
 AI4350'THE STATION IS LOCATED IN WOOLWICH TOWNSHIP ON THE SOUTH SIDE OF U.S.
 AI4350'HIGHWAY 322, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF PAULSBORO
 AI4350'SWEDESBORO ROAD, COUNTY ROAD 653.  TO REACH THE STATION FROM THE
 AI4350'INTERSECTION OF INTERSTATE HIGHWAY 295 AND U.S.  HIGHWAY 322 AT
 AI4350'INTERCHANGE 11, GO SOUTHEAST ON U.S.  HIGHWAY 322 FOR 2.35 MI (3.78
 AI4350'KM) TO THE INTERSECTION WITH COUNTY ROAD 653 AND THE STATION ON THE
 AI4350'RIGHT, SET FLUSH WITH THE GROUND, JUST PAST THE INTERSECTION. THE
 AI4350'STATION IS 11.0 M (36.1 FT) SOUTHWEST FROM THE CENTERLINE OF U.S.
 AI4350'HIGHWAY 322, 2.8 M (9.2 FT) SOUTH FROM AN INLET AT THE EDGE OF A
 AI4350'FIELD, 5.3 M (17.4 FT) SOUTH SOUTHWEST FROM WOOD UTILITY POLE NUMBER
 AI4350'15213, 29.3 M (96.1 FT) EAST SOUTHEAST FROM THE CENTERLINE OF COUNTY
 AI4350'ROAD 653 AND 22.7 M (74.5 FT) EAST FROM WOOD UTILITY POLE NUMBER 8240.
 AI4350
 AI4350                          STATION RECOVERY (2005)
 AI4350
 AI4350'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 AI4350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6982 ***********************************************************************
 AM6982  DESIGNATION -  5 A 2
 AM6982  PID         -  AM6982
 AM6982  STATE/COUNTY-  NJ/CAPE MAY
 AM6982  USGS QUAD   -  MARMORA (1994)
 AM6982
 AM6982                         *CURRENT SURVEY CONTROL
 AM6982  ___________________________________________________________________
 AM6982* NAD 83(1986)-  39 17 15.     (N)    074 37 43.     (W)     SCALED    
 AM6982* NAVD 88     -         2.288  (meters)       7.51   (feet)  ADJUSTED  
 AM6982  ___________________________________________________________________
 AM6982  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 AM6982  DYNAMIC HT  -           2.287 (meters)       7.50  (feet)  COMP
 AM6982  MODELED GRAV-     980,100.3   (mgal)                       NAVD 88
 AM6982
 AM6982  VERT ORDER  -  FIRST     CLASS II
 AM6982
 AM6982.The horizontal coordinates were scaled from a topographic map and have
 AM6982.an estimated accuracy of +/- 6 seconds.
 AM6982
 AM6982.The orthometric height was determined by differential leveling
 AM6982.and adjusted by the National Geodetic Survey in March 2005..
 AM6982
 AM6982.The geoid height was determined by GEOID03.
 AM6982
 AM6982.The dynamic height is computed by dividing the NAVD 88
 AM6982.geopotential number by the normal gravity value computed on the
 AM6982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6982.degrees latitude (g = 980.6199 gals.).
 AM6982
 AM6982.The modeled gravity was interpolated from observed gravity values.
 AM6982
 AM6982;                    North         East    Units  Estimated Accuracy
 AM6982;SPC NJ       -    50,420.      138,910.      MT  (+/- 180 meters Scaled)
 AM6982
 AM6982                          SUPERSEDED SURVEY CONTROL
 AM6982
 AM6982.No superseded survey control is available for this station.
 AM6982
 AM6982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ320487(NAD 83)
 AM6982_MARKER: DD = SURVEY DISK
 AM6982_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AM6982_SP_SET: RETAINING WALL
 AM6982_STAMPING: 5 A 2 2000
 AM6982_MARK LOGO: NJGS  
 AM6982_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM6982+STABILITY: SURFACE MOTION
 AM6982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6982+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AM6982
 AM6982  HISTORY     - Date     Condition        Report By
 AM6982  HISTORY     - 2000     MONUMENTED       NJGS
 AM6982  HISTORY     - 20060127 GOOD             GEOCAC
 AM6982
 AM6982                          STATION DESCRIPTION
 AM6982
 AM6982'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6982'THE STATION IS LOCATED IN UPPER TOWNSHIP ON THE WEST SIDE OF U.S.
 AM6982'HIGHWAY 9, SET FLUSH IN A DRILL HOLE IN A CONCRETE RETAINING WALL AT
 AM6982'THE SOUTH END OF THE BRIDGE CARRYING U.S.  HIGHWAY 9 OVER THE GREAT
 AM6982'EGG HARBOR BAY, STRUCTURE NUMBER 3900 001.  THE STATION IS 2.2 M (7.2
 AM6982'FT) NORTHEAST FROM THE SOUTHWEST END OF THE CONCRETE RETAINING WALL,
 AM6982'4.7 M (15.4 FT) EAST FROM UTILITY POLE NUMBER W24269, 9.7 M (31.8 FT)
 AM6982'WEST FROM THE CENTERLINE OF U.S.  HIGHWAY 9, 52.0 M (170.6 FT)
 AM6982'SOUTHWEST FROM THE SOUTH END OF THE BRIDGE AND 20.9 M (68.6 FT)
 AM6982'SOUTHWEST FROM STATION CG 2 1971.
 AM6982
 AM6982                          STATION RECOVERY (2006)
 AM6982
 AM6982'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AM6982'THIS STATION IS NOT ACCESSIBLE VIA US HIGHWAY 9 FROM THE NORTH AS THE
 AM6982'US 9 BRIDGE OVER GREAT EGG HARBOR BAY IS CLOSED. HANDHELD COORDINATES
 AM6982'ARE N39-17-16.02 W074-37-43.02.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6983 ***********************************************************************
 AM6983  DESIGNATION -  5 B 2
 AM6983  PID         -  AM6983
 AM6983  STATE/COUNTY-  NJ/CAPE MAY
 AM6983  USGS QUAD   -  MARMORA (1994)
 AM6983
 AM6983                         *CURRENT SURVEY CONTROL
 AM6983  ___________________________________________________________________
 AM6983* NAD 83(1986)-  39 17 19.     (N)    074 37 35.     (W)     SCALED    
 AM6983* NAVD 88     -         1.716  (meters)       5.63   (feet)  ADJUSTED  
 AM6983  ___________________________________________________________________
 AM6983  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 AM6983  DYNAMIC HT  -           1.715 (meters)       5.63  (feet)  COMP
 AM6983  MODELED GRAV-     980,100.5   (mgal)                       NAVD 88
 AM6983
 AM6983  VERT ORDER  -  FIRST     CLASS II
 AM6983
 AM6983.The horizontal coordinates were scaled from a topographic map and have
 AM6983.an estimated accuracy of +/- 6 seconds.
 AM6983
 AM6983.The orthometric height was determined by differential leveling
 AM6983.and adjusted by the National Geodetic Survey in March 2005..
 AM6983.No vertical observational check was made to the station.
 AM6983
 AM6983.The geoid height was determined by GEOID03.
 AM6983
 AM6983.The dynamic height is computed by dividing the NAVD 88
 AM6983.geopotential number by the normal gravity value computed on the
 AM6983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6983.degrees latitude (g = 980.6199 gals.).
 AM6983
 AM6983.The modeled gravity was interpolated from observed gravity values.
 AM6983
 AM6983;                    North         East    Units  Estimated Accuracy
 AM6983;SPC NJ       -    50,550.      139,100.      MT  (+/- 180 meters Scaled)
 AM6983
 AM6983                          SUPERSEDED SURVEY CONTROL
 AM6983
 AM6983.No superseded survey control is available for this station.
 AM6983
 AM6983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ322488(NAD 83)
 AM6983_MARKER: DD = SURVEY DISK
 AM6983_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AM6983+WITH SETTING: PAVEMENT
 AM6983_SP_SET: FLAGPOLE BASE
 AM6983_STAMPING: 5 B 2 2000
 AM6983_MARK LOGO: NJGS  
 AM6983_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM6983+STABILITY: SURFACE MOTION
 AM6983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6983+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2006
 AM6983
 AM6983  HISTORY     - Date     Condition        Report By
 AM6983  HISTORY     - 2000     MONUMENTED       NJGS
 AM6983  HISTORY     - 20060127 GOOD             GEOCAC
 AM6983
 AM6983                          STATION DESCRIPTION
 AM6983
 AM6983'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6983'THE STATION IS LOCATED IN UPPER TOWNSHIP, SET FLUSH IN A DRILL HOLE AT
 AM6983'THE SOUTH CORNER OF A CONCRETE FLAGPOLE FOUNDATION AT THE NORTH END OF
 AM6983'A FILLED IN WHARF ENTENSION BEHIND THE TUCKAHOE INN RESTAURANT. THE
 AM6983'RESTAURANT IS LOCATED AT THE SOUTHEAST END OF THE BRIDGE CARRYING U.S.
 AM6983'HIGHWAY 9 OVER THE GREAT EGG HARBOR BAY.  THE STATION IS 1.7 M (5.6
 AM6983'FT) SOUTH FROM THE FLAGPOLE, 9.6 M (31.5 FT) SOUTHWEST FROM THE
 AM6983'NORTHEAST END OF A WOODEN BULKHEAD, 14.1 M (46.3 FT) SOUTHEAST FROM
 AM6983'THE NORTHWEST END OF A WOODEN BULKHEAD AND 11.4 M (37.4 FT) NORTHWEST
 AM6983'FROM THE SOUTHEAST END OF A WOODEN BULKHEAD.
 AM6983
 AM6983                          STATION RECOVERY (2006)
 AM6983
 AM6983'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AM6983'HANDHELD COORDINATES ARE N39-17-17.10 W074-37-38.46.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6712 ***********************************************************************
 AB6712  DESIGNATION -  5 C 1
 AB6712  PID         -  AB6712
 AB6712  STATE/COUNTY-  NJ/CAPE MAY
 AB6712  USGS QUAD   -  CAPE MAY (1972)
 AB6712
 AB6712                         *CURRENT SURVEY CONTROL
 AB6712  ___________________________________________________________________
 AB6712* NAD 83(1986)-  38 57 23.     (N)    074 54 17.     (W)     SCALED    
 AB6712* NAVD 88     -         7.429  (meters)      24.37   (feet)  ADJUSTED  
 AB6712  ___________________________________________________________________
 AB6712  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 AB6712  DYNAMIC HT  -           7.425 (meters)      24.36  (feet)  COMP
 AB6712  MODELED GRAV-     980,049.3   (mgal)                       NAVD 88
 AB6712
 AB6712  VERT ORDER  -  FIRST     CLASS II
 AB6712
 AB6712.The horizontal coordinates were scaled from a topographic map and have
 AB6712.an estimated accuracy of +/- 6 seconds.
 AB6712
 AB6712.The orthometric height was determined by differential leveling
 AB6712.and adjusted by the National Geodetic Survey in September 1996..
 AB6712
 AB6712.The geoid height was determined by GEOID03.
 AB6712
 AB6712.The dynamic height is computed by dividing the NAVD 88
 AB6712.geopotential number by the normal gravity value computed on the
 AB6712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6712.degrees latitude (g = 980.6199 gals.).
 AB6712
 AB6712.The modeled gravity was interpolated from observed gravity values.
 AB6712
 AB6712;                    North         East    Units  Estimated Accuracy
 AB6712;SPC NJ       -    13,740.      114,920.      MT  (+/- 180 meters Scaled)
 AB6712
 AB6712                          SUPERSEDED SURVEY CONTROL
 AB6712
 AB6712.No superseded survey control is available for this station.
 AB6712
 AB6712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ082119(NAD 83)
 AB6712_MARKER: DD = SURVEY DISK
 AB6712_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB6712_SP_SET: BOX FOUNDATION
 AB6712_STAMPING: 5 C 1 1995
 AB6712_MARK LOGO: NJGS  
 AB6712_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6712+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 AB6712
 AB6712  HISTORY     - Date     Condition        Report By
 AB6712  HISTORY     - 1995     MONUMENTED       NJGS
 AB6712  HISTORY     - 20051009 GOOD             GEOCAC
 AB6712
 AB6712                          STATION DESCRIPTION
 AB6712
 AB6712'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 AB6712'THE STATION IS LOCATED IN LOWER TOWNSHIP ON THE NORTHWEST CORNER OF A
 AB6712'TRIANGULAR GRASS ISLAND AT THE SOUTHEAST CORNER OF THE JUNCTION OF
 AB6712'STATE ROUTE 109 AND OCEAN DRIVE, COUNTY ROAD 621.  THE STATION IS SET
 AB6712'FLUSH IN A DRILL HOLE AT THE NORTHEAST CORNER OF AN ELECTRICAL CONTROL
 AB6712'BOX FOR TRAFFIC SIGNALS.  THE STATION IS 9.9 FT (3.0 M) SOUTH
 AB6712'SOUTHEAST OF A TRAFFIC LIGHT STANDARD, 12.3 FT (3.7 M) NORTHEAST FROM
 AB6712'POLE NUMBER W 26320, 15.0 FT (4.6 M) EAST FROM THE EAST CURBLINE OF
 AB6712'THE NORTHBOUND LANES OF STATE ROUTE 109 AND 15.8 FT (4.8 M) SOUTH FROM
 AB6712'THE SOUTH CURBLINE OF THE EASTBOUND LANES OF OCEAN DRIVE, COUNTY ROAD
 AB6712'621.  THE STATION IS SET FLUSH WITH THE GROUND.
 AB6712
 AB6712                          STATION RECOVERY (2005)
 AB6712
 AB6712'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 AB6712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6984 ***********************************************************************
 AM6984  DESIGNATION -  5 C 2
 AM6984  PID         -  AM6984
 AM6984  STATE/COUNTY-  NJ/CAPE MAY
 AM6984  USGS QUAD   -  OCEAN CITY (1994)
 AM6984
 AM6984                         *CURRENT SURVEY CONTROL
 AM6984  ___________________________________________________________________
 AM6984* NAD 83(1986)-  39 16 49.     (N)    074 34 09.     (W)     SCALED    
 AM6984* NAVD 88     -         2.221  (meters)       7.29   (feet)  ADJUSTED  
 AM6984  ___________________________________________________________________
 AM6984  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 AM6984  DYNAMIC HT  -           2.220 (meters)       7.28  (feet)  COMP
 AM6984  MODELED GRAV-     980,098.2   (mgal)                       NAVD 88
 AM6984
 AM6984  VERT ORDER  -  FIRST     CLASS II
 AM6984
 AM6984.The horizontal coordinates were scaled from a topographic map and have
 AM6984.an estimated accuracy of +/- 6 seconds.
 AM6984
 AM6984.The orthometric height was determined by differential leveling
 AM6984.and adjusted by the National Geodetic Survey in March 2005..
 AM6984
 AM6984.The geoid height was determined by GEOID03.
 AM6984
 AM6984.The dynamic height is computed by dividing the NAVD 88
 AM6984.geopotential number by the normal gravity value computed on the
 AM6984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6984.degrees latitude (g = 980.6199 gals.).
 AM6984
 AM6984.The modeled gravity was interpolated from observed gravity values.
 AM6984
 AM6984;                    North         East    Units  Estimated Accuracy
 AM6984;SPC NJ       -    49,620.      144,030.      MT  (+/- 180 meters Scaled)
 AM6984
 AM6984                          SUPERSEDED SURVEY CONTROL
 AM6984
 AM6984.No superseded survey control is available for this station.
 AM6984
 AM6984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ371479(NAD 83)
 AM6984_MARKER: DD = SURVEY DISK
 AM6984_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AM6984+WITH SETTING: PAVEMENT
 AM6984_SP_SET: CANNON BASE
 AM6984_STAMPING: 5 C 2 2000
 AM6984_MARK LOGO: NJGS  
 AM6984_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM6984+STABILITY: SURFACE MOTION
 AM6984_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6984+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2006
 AM6984
 AM6984  HISTORY     - Date     Condition        Report By
 AM6984  HISTORY     - 2000     MONUMENTED       NJGS
 AM6984  HISTORY     - 20060224 GOOD             GEOCAC
 AM6984
 AM6984                          STATION DESCRIPTION
 AM6984
 AM6984'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6984'THE STATION IS LOCATED IN THE CITY OF OCEAN CITY ON THE GROUNDS OF A
 AM6984'MUNICIPAL PARK DEDICATED AS A WAR MEMORIAL AND SET FLUSH IN A DRILL
 AM6984'HOLE IN THE CONCRETE FOUNDATION OF A LARGE NAVAL CANNON AS A MEMORIAL
 AM6984'FOR THE WAR DEAD OF THE U.S.S.  ARIZONA.  THE PARK IS LOCATED SOUTH OF
 AM6984'FIFTH STREET, NORTH OF SIXTH STREET, WEST OF OCEAN DRIVE AND EAST OF
 AM6984'WESLY AVENUE.  THE STATION IS 17.8 M (58.4 FT) SOUTH FROM THE SOUTH
 AM6984'CURB OF WESLEY AVENUE, 7.7 M (25.3 FT) SOUTH SOUTHEAST FROM THE
 AM6984'SOUTHEAST CORNER OF AN 8 FT (2.4 M) TALL GRANITE MARKER FOR THE OCEAN
 AM6984'CITY WAR MEMORIAL AND 12.5 M (41.0 FT) NORTH FROM THE CENTER FLAGPOLE
 AM6984'WITH AMERICAN FLAG ATTACHED OF FIVE FLAGPOLES IN THE CENTER OF THE
 AM6984'PARK.
 AM6984
 AM6984                          STATION RECOVERY (2006)
 AM6984
 AM6984'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AM6984'HANDHELD COORDINATES ARE N39-16-53.16 W074-34-10.80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6713 ***********************************************************************
 AB6713  DESIGNATION -  5 D 1
 AB6713  PID         -  AB6713
 AB6713  STATE/COUNTY-  NJ/CAPE MAY
 AB6713  USGS QUAD   -  CAPE MAY (1972)
 AB6713
 AB6713                         *CURRENT SURVEY CONTROL
 AB6713  ___________________________________________________________________
 AB6713* NAD 83(1986)-  38 57 19.     (N)    074 53 27.     (W)     SCALED    
 AB6713* NAVD 88     -         3.112  (meters)      10.21   (feet)  ADJUSTED  
 AB6713  ___________________________________________________________________
 AB6713  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 AB6713  DYNAMIC HT  -           3.110 (meters)      10.20  (feet)  COMP
 AB6713  MODELED GRAV-     980,049.1   (mgal)                       NAVD 88
 AB6713
 AB6713  VERT ORDER  -  FIRST     CLASS II
 AB6713
 AB6713.The horizontal coordinates were scaled from a topographic map and have
 AB6713.an estimated accuracy of +/- 6 seconds.
 AB6713
 AB6713.The orthometric height was determined by differential leveling
 AB6713.and adjusted by the National Geodetic Survey in September 1996..
 AB6713
 AB6713.The geoid height was determined by GEOID03.
 AB6713
 AB6713.The dynamic height is computed by dividing the NAVD 88
 AB6713.geopotential number by the normal gravity value computed on the
 AB6713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6713.degrees latitude (g = 980.6199 gals.).
 AB6713
 AB6713.The modeled gravity was interpolated from observed gravity values.
 AB6713
 AB6713;                    North         East    Units  Estimated Accuracy
 AB6713;SPC NJ       -    13,610.      116,130.      MT  (+/- 180 meters Scaled)
 AB6713
 AB6713                          SUPERSEDED SURVEY CONTROL
 AB6713
 AB6713.No superseded survey control is available for this station.
 AB6713
 AB6713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ094118(NAD 83)
 AB6713_MARKER: DD = SURVEY DISK
 AB6713_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB6713_SP_SET: BRIDGE ABUTMENT
 AB6713_STAMPING: 5 D 1
 AB6713_MARK LOGO: NJGS  
 AB6713_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6713+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 AB6713
 AB6713  HISTORY     - Date     Condition        Report By
 AB6713  HISTORY     - 1995     MONUMENTED       NJGS
 AB6713  HISTORY     - 20050918 GOOD             GEOCAC
 AB6713
 AB6713                          STATION DESCRIPTION
 AB6713
 AB6713'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6713'THE STATION IS LOCATED IN LOWER TOWNSHIP ON THE SOUTH SIDE OF OCEAN
 AB6713'DRIVE, COUNTY ROAD 621.  TO REACH THE STATION FROM THE JUNCTION OF
 AB6713'STATE ROUTE 109 AND OCEAN DRIVE, COUNTY ROAD 621, GO 0.70 MI (1.13 KM)
 AB6713'EAST ON OCEAN DRIVE TO THE STATION ON THE RIGHT, SET FLUSH IN A DRILL
 AB6713'HOLE IN THE TOP OF THE SOUTHWEST CORNER OF THE WEST ABUTMENT OF THE
 AB6713'BRIDGE SPANNING MILL CREEK, ADJACENT TO THE MILL CREEK MARINA.  THE
 AB6713'STATION IS 2 FT (0.6 M) EAST FROM THE WEST END OF THE ABUTMENT, 28.5
 AB6713'FT (8.7 M) SOUTHEAST FROM POLE NUMBER W 44941 AND 11.2 FT (3.4 M)
 AB6713'SOUTH FROM THE CENTERLINE OF OCEAN DRIVE, AND ABOUT 0.6 FT (18.3 CM)
 AB6713'ABOVE THE LEVEL OF OCEAN DRIVE.
 AB6713
 AB6713                          STATION RECOVERY (2005)
 AB6713
 AB6713'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 AB6713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6985 ***********************************************************************
 AM6985  DESIGNATION -  5 D 2
 AM6985  PID         -  AM6985
 AM6985  STATE/COUNTY-  NJ/CAPE MAY
 AM6985  USGS QUAD   -  OCEAN CITY (1994)
 AM6985
 AM6985                         *CURRENT SURVEY CONTROL
 AM6985  ___________________________________________________________________
 AM6985* NAD 83(1986)-  39 17 21.     (N)    074 33 56.     (W)     SCALED    
 AM6985* NAVD 88     -         1.892  (meters)       6.21   (feet)  ADJUSTED  
 AM6985  ___________________________________________________________________
 AM6985  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 AM6985  DYNAMIC HT  -           1.891 (meters)       6.20  (feet)  COMP
 AM6985  MODELED GRAV-     980,099.7   (mgal)                       NAVD 88
 AM6985
 AM6985  VERT ORDER  -  FIRST     CLASS II
 AM6985
 AM6985.The horizontal coordinates were scaled from a topographic map and have
 AM6985.an estimated accuracy of +/- 6 seconds.
 AM6985
 AM6985.The orthometric height was determined by differential leveling
 AM6985.and adjusted by the National Geodetic Survey in March 2005..
 AM6985
 AM6985.The geoid height was determined by GEOID03.
 AM6985
 AM6985.The dynamic height is computed by dividing the NAVD 88
 AM6985.geopotential number by the normal gravity value computed on the
 AM6985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6985.degrees latitude (g = 980.6199 gals.).
 AM6985
 AM6985.The modeled gravity was interpolated from observed gravity values.
 AM6985
 AM6985;                    North         East    Units  Estimated Accuracy
 AM6985;SPC NJ       -    50,600.      144,350.      MT  (+/- 180 meters Scaled)
 AM6985
 AM6985                          SUPERSEDED SURVEY CONTROL
 AM6985
 AM6985.No superseded survey control is available for this station.
 AM6985
 AM6985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ374489(NAD 83)
 AM6985_MARKER: DD = SURVEY DISK
 AM6985_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AM6985+WITH SETTING: PAVEMENT
 AM6985_SP_SET: SHELTER FOUNDATION
 AM6985_STAMPING: 5 D 2 2000
 AM6985_MARK LOGO: NJGS  
 AM6985_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM6985+STABILITY: SURFACE MOTION
 AM6985_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6985+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2006
 AM6985
 AM6985  HISTORY     - Date     Condition        Report By
 AM6985  HISTORY     - 2000     MONUMENTED       NJGS
 AM6985  HISTORY     - 20060224 GOOD             GEOCAC
 AM6985
 AM6985                          STATION DESCRIPTION
 AM6985
 AM6985'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6985'THE STATION IS LOCATED IN THE CITY OF OCEAN CITY ON THE GROUNDS OF A
 AM6985'MUNICIPAL PARK AND PLAYGROUND AT THE SOUTHWEST CORNER OF THE
 AM6985'INTERSECTION OF NORTH STREET AND HAVEN AVENUE.  THE STATION IS SET
 AM6985'FLUSH IN A DRILL HOLE AT THE SOUTHEAST CORNER CONCRETE FOUNDATION FOR
 AM6985'AN OPEN AIR PLAYGROUND SHELTER.  THE STATION IS 48.5 M (159.1 FT) WEST
 AM6985'FROM THE EAST FENCE OF THE PLAYGROUND ON THE WEST SIDE OF NORTH
 AM6985'STREET, 29.5 M (96.8 FT) SOUTH FROM THE NORTH FENCE OF THE PLAYGROUND
 AM6985'ON THE SOUTH SIDE OF HAVEN AVENUE, 4.8 M (15.7 FT) NORTH FROM THE
 AM6985'SOUTH FENCE OF THE PLAYGROUND ON THE NORTH SIDE OF AN ALLEY AND 29.2 M
 AM6985'(95.8 FT) WEST FROM A FIRE DEPARTMENT SIREN TOWER.
 AM6985
 AM6985                          STATION RECOVERY (2006)
 AM6985
 AM6985'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AM6985'THE STATION IS IN THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION.
 AM6985'HANDHELD COORDINATES ARE N39-17-21.30 W074-33-55.56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6714 ***********************************************************************
 AB6714  DESIGNATION -  5 E 1
 AB6714  PID         -  AB6714
 AB6714  STATE/COUNTY-  NJ/CAPE MAY
 AB6714  USGS QUAD   -  CAPE MAY (1972)
 AB6714
 AB6714                         *CURRENT SURVEY CONTROL
 AB6714  ___________________________________________________________________
 AB6714* NAD 83(1986)-  38 57 25.     (N)    074 52 33.     (W)     SCALED    
 AB6714* NAVD 88     -         2.918  (meters)       9.57   (feet)  ADJUSTED  
 AB6714  ___________________________________________________________________
 AB6714  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 AB6714  DYNAMIC HT  -           2.916 (meters)       9.57  (feet)  COMP
 AB6714  MODELED GRAV-     980,049.1   (mgal)                       NAVD 88
 AB6714
 AB6714  VERT ORDER  -  FIRST     CLASS II
 AB6714
 AB6714.The horizontal coordinates were scaled from a topographic map and have
 AB6714.an estimated accuracy of +/- 6 seconds.
 AB6714
 AB6714.The orthometric height was determined by differential leveling
 AB6714.and adjusted by the National Geodetic Survey in September 1996..
 AB6714
 AB6714.The geoid height was determined by GEOID03.
 AB6714
 AB6714.The dynamic height is computed by dividing the NAVD 88
 AB6714.geopotential number by the normal gravity value computed on the
 AB6714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6714.degrees latitude (g = 980.6199 gals.).
 AB6714
 AB6714.The modeled gravity was interpolated from observed gravity values.
 AB6714
 AB6714;                    North         East    Units  Estimated Accuracy
 AB6714;SPC NJ       -    13,790.      117,430.      MT  (+/- 180 meters Scaled)
 AB6714
 AB6714                          SUPERSEDED SURVEY CONTROL
 AB6714
 AB6714.No superseded survey control is available for this station.
 AB6714
 AB6714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ107120(NAD 83)
 AB6714_MARKER: DD = SURVEY DISK
 AB6714_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB6714_SP_SET: BRIDGE ABUTMENT
 AB6714_STAMPING: 5 E 1 1995
 AB6714_MARK LOGO: NJGS  
 AB6714_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6714+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 AB6714
 AB6714  HISTORY     - Date     Condition        Report By
 AB6714  HISTORY     - 1995     MONUMENTED       NJGS
 AB6714  HISTORY     - 20050918 GOOD             GEOCAC
 AB6714
 AB6714                          STATION DESCRIPTION
 AB6714
 AB6714'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6714'THE STATION IS LOCATED IN LOWER TOWNSHIP ON THE SOUTH SIDE OF OCEAN
 AB6714'DRIVE, COUNTY ROAD 621.  TO REACH THE STATION FROM THE JUNCTION OF
 AB6714'STATE ROUTE 109 AND OCEAN DRIVE, COUNTY ROAD 621, GO 1.55 MI (2.49 KM)
 AB6714'EAST ON COUNTY ROAD 621 TO THE STATION ON THE RIGHT, SET FLUSH IN A
 AB6714'DRILL HOLE IN THE TOP OF THE SOUTHWEST CORNER OF THE WEST ABUTMENT OF
 AB6714'THE TOLL BRIDGE CARRYING OCEAN DRIVE OVER MIDDLE THOROFARE, STRUCTURE
 AB6714'NUMBER 3002150.  THE STATION IS 10.7 FT (3.3 M) SOUTH FROM THE
 AB6714'CENTERLINE OF OCEAN DRIVE AND 1.5 FT (0.5 M) EAST FROM THE WEST END OF
 AB6714'THE BRIDGE.  THE STATION IS SET ABOUT 0.6 FT (18.3 CM) ABOVE THE LEVEL
 AB6714'OF OCEAN DRIVE.
 AB6714
 AB6714                          STATION RECOVERY (2005)
 AB6714
 AB6714'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 AB6714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6986 ***********************************************************************
 AM6986  DESIGNATION -  5 E 2
 AM6986  PID         -  AM6986
 AM6986  STATE/COUNTY-  NJ/CAPE MAY
 AM6986  USGS QUAD   -  OCEAN CITY (1994)
 AM6986
 AM6986                         *CURRENT SURVEY CONTROL
 AM6986  ___________________________________________________________________
 AM6986* NAD 83(1986)-  39 17 43.     (N)    074 33 44.     (W)     SCALED    
 AM6986* NAVD 88     -         2.316  (meters)       7.60   (feet)  ADJUSTED  
 AM6986  ___________________________________________________________________
 AM6986  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 AM6986  DYNAMIC HT  -           2.315 (meters)       7.60  (feet)  COMP
 AM6986  MODELED GRAV-     980,100.6   (mgal)                       NAVD 88
 AM6986
 AM6986  VERT ORDER  -  FIRST     CLASS II
 AM6986
 AM6986.The horizontal coordinates were scaled from a topographic map and have
 AM6986.an estimated accuracy of +/- 6 seconds.
 AM6986
 AM6986.The orthometric height was determined by differential leveling
 AM6986.and adjusted by the National Geodetic Survey in March 2005..
 AM6986
 AM6986.The geoid height was determined by GEOID03.
 AM6986
 AM6986.The dynamic height is computed by dividing the NAVD 88
 AM6986.geopotential number by the normal gravity value computed on the
 AM6986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6986.degrees latitude (g = 980.6199 gals.).
 AM6986
 AM6986.The modeled gravity was interpolated from observed gravity values.
 AM6986
 AM6986;                    North         East    Units  Estimated Accuracy
 AM6986;SPC NJ       -    51,280.      144,630.      MT  (+/- 180 meters Scaled)
 AM6986
 AM6986                          SUPERSEDED SURVEY CONTROL
 AM6986
 AM6986.No superseded survey control is available for this station.
 AM6986
 AM6986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ377496(NAD 83)
 AM6986_MARKER: DD = SURVEY DISK
 AM6986_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AM6986+WITH SETTING: PAVEMENT
 AM6986_SP_SET: FLAGPOLE BASE
 AM6986_STAMPING: 5 E 2 2000
 AM6986_MARK LOGO: NJGS  
 AM6986_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM6986+STABILITY: SURFACE MOTION
 AM6986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6986+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AM6986
 AM6986  HISTORY     - Date     Condition        Report By
 AM6986  HISTORY     - 2000     MONUMENTED       NJGS
 AM6986  HISTORY     - 20060324 GOOD             GEOCAC
 AM6986
 AM6986                          STATION DESCRIPTION
 AM6986
 AM6986'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6986'THE STATION IS LOCATED IN THE CITY OF OCEAN CITY IN A TRIANGULAR
 AM6986'SHAPED ISLAND FORMED BY THE INTERSECTION OF BAY ROAD AND NORTH POINT
 AM6986'ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF GARDENS PARKWAY
 AM6986'AND WEST ATLANTIC BOULEVARD, GO WEST ON WEST ATLANTIC BOULEVARD FOR
 AM6986'0.05 MI (0.08 KM) TO THE INTERSECTION WITH HARBOR ROAD.  TURN RIGHT
 AM6986'AND GO NORTH ON HARBOR ROAD FOR 0.15 MI (0.24 KM) TO THE JUNCTION WITH
 AM6986'BAY ROAD.  TURN LEFT AND GO SOUTHWEST ON BAY ROAD FOR 0.1 MI (0.2 KM)
 AM6986'TO THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE AT THE SOUTH
 AM6986'SIDE OF THE CONCRETE FOUNDATION FOR A LARGE FLAGPOLE IN FRONT OF THE
 AM6986'GREAT EGG US COAST GUARD STATION.  THE STATION IS 0.5 M (1.6 FT) SOUTH
 AM6986'FROM THE FLAGPOLE AND 3.3 M (10.8 FT) NORTH FROM THE NORTH CURBLINE OF
 AM6986'NORTH POINT ROAD.
 AM6986
 AM6986                          STATION RECOVERY (2006)
 AM6986
 AM6986'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AM6986'HANDHELD COORDINATES ARE N39-17-40.26 W074-33-43.92.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6715 ***********************************************************************
 AB6715  DESIGNATION -  5 F 1
 AB6715  PID         -  AB6715
 AB6715  STATE/COUNTY-  NJ/CAPE MAY
 AB6715  USGS QUAD   -  WILDWOOD (1972)
 AB6715
 AB6715                         *CURRENT SURVEY CONTROL
 AB6715  ___________________________________________________________________
 AB6715* NAD 83(1986)-  38 57 22.     (N)    074 52 19.     (W)     SCALED    
 AB6715* NAVD 88     -         2.049  (meters)       6.72   (feet)  ADJUSTED  
 AB6715  ___________________________________________________________________
 AB6715  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 AB6715  DYNAMIC HT  -           2.048 (meters)       6.72  (feet)  COMP
 AB6715  MODELED GRAV-     980,049.0   (mgal)                       NAVD 88
 AB6715
 AB6715  VERT ORDER  -  FIRST     CLASS II
 AB6715
 AB6715.The horizontal coordinates were scaled from a topographic map and have
 AB6715.an estimated accuracy of +/- 6 seconds.
 AB6715
 AB6715.The orthometric height was determined by differential leveling
 AB6715.and adjusted by the National Geodetic Survey in March 2001..
 AB6715
 AB6715.The geoid height was determined by GEOID03.
 AB6715
 AB6715.The dynamic height is computed by dividing the NAVD 88
 AB6715.geopotential number by the normal gravity value computed on the
 AB6715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6715.degrees latitude (g = 980.6199 gals.).
 AB6715
 AB6715.The modeled gravity was interpolated from observed gravity values.
 AB6715
 AB6715;                    North         East    Units  Estimated Accuracy
 AB6715;SPC NJ       -    13,690.      117,760.      MT  (+/- 180 meters Scaled)
 AB6715
 AB6715                          SUPERSEDED SURVEY CONTROL
 AB6715
 AB6715  NAVD 88 (09/26/96)    2.053  (m)            6.74   (f) UNKNOWN     1 2
 AB6715
 AB6715.Superseded values are not recommended for survey control.
 AB6715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6715.See file dsdata.txt to determine how the superseded data were derived.
 AB6715
 AB6715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ110119(NAD 83)
 AB6715_MARKER: DD = SURVEY DISK
 AB6715_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB6715_SP_SET: BALUSTRADE
 AB6715_STAMPING: 5 F 1 1995
 AB6715_MARK LOGO: NJGS  
 AB6715_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6715+STABILITY: SURFACE MOTION
 AB6715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6715+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1998
 AB6715
 AB6715  HISTORY     - Date     Condition        Report By
 AB6715  HISTORY     - 1995     MONUMENTED       NJGS
 AB6715  HISTORY     - 19980511 GOOD             NJGS
 AB6715  HISTORY     - 20050918 GOOD             GEOCAC
 AB6715
 AB6715                          STATION DESCRIPTION
 AB6715
 AB6715'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6715'THE STATION IS LOCATED IN LOWER TOWNSHIP ON THE SOUTH SIDE OF OCEAN
 AB6715'DRIVE, COUNTY ROAD 621.  TO REACH THE STATION FROM THE JUNCTION OF
 AB6715'STATE ROUTE 109 AND OCEAN DRIVE, COUNTY ROAD 621, GO 1.70 MI (2.74 KM)
 AB6715'EAST ON COUNTY ROAD 621, CROSSING THE TOLL BRIDGE OVER MIDDLE
 AB6715'THOROFARE, STRUCTURE NUMBER 3002150, TO THE STATION ON THE RIGHT, SET
 AB6715'FLUSH IN A DRILL HOLE IN THE BASE OF A 3 FT (0.9 M) BY 1.5 FT (0.5 M)
 AB6715'BY 3.5 FT (1.1 M) HIGH CONCRETE BALUSTRADE END POST AT THE SOUTHEAST
 AB6715'CORNER OF THE BRIDGE.  THE STATION IS 19.7 FT (6.0 M) SOUTH FROM THE
 AB6715'CENTERLINE OF OCEAN DRIVE, 5.7 FT (1.7 M) WEST FROM POLE NUMBER W
 AB6715'8350, 1.8 FT (0.5 M) EAST FROM THE WEST EDGE OF THE CONCRETE BASE AND
 AB6715'1.0 FT (0.3 M) SOUTH FROM THE SOUTH FACE OF THE END POST.
 AB6715
 AB6715                          STATION RECOVERY (1998)
 AB6715
 AB6715'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AB6715'RECOVERED AS DESCRIBED.
 AB6715
 AB6715                          STATION RECOVERY (2005)
 AB6715
 AB6715'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 AB6715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6989 ***********************************************************************
 AM6989  DESIGNATION -  5 F 2
 AM6989  PID         -  AM6989
 AM6989  STATE/COUNTY-  NJ/CAPE MAY
 AM6989  USGS QUAD   -  OCEAN CITY (1994)
 AM6989
 AM6989                         *CURRENT SURVEY CONTROL
 AM6989  ___________________________________________________________________
 AM6989* NAD 83(1986)-  39 17 07.     (N)    074 34 53.     (W)     SCALED    
 AM6989* NAVD 88     -         3.804  (meters)      12.48   (feet)  ADJUSTED  
 AM6989  ___________________________________________________________________
 AM6989  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 AM6989  DYNAMIC HT  -           3.802 (meters)      12.47  (feet)  COMP
 AM6989  MODELED GRAV-     980,099.2   (mgal)                       NAVD 88
 AM6989
 AM6989  VERT ORDER  -  FIRST     CLASS II
 AM6989
 AM6989.The horizontal coordinates were scaled from a topographic map and have
 AM6989.an estimated accuracy of +/- 6 seconds.
 AM6989
 AM6989.The orthometric height was determined by differential leveling
 AM6989.and adjusted by the National Geodetic Survey in March 2005..
 AM6989
 AM6989.The geoid height was determined by GEOID03.
 AM6989
 AM6989.The dynamic height is computed by dividing the NAVD 88
 AM6989.geopotential number by the normal gravity value computed on the
 AM6989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6989.degrees latitude (g = 980.6199 gals.).
 AM6989
 AM6989.The modeled gravity was interpolated from observed gravity values.
 AM6989
 AM6989;                    North         East    Units  Estimated Accuracy
 AM6989;SPC NJ       -    50,170.      142,980.      MT  (+/- 180 meters Scaled)
 AM6989
 AM6989                          SUPERSEDED SURVEY CONTROL
 AM6989
 AM6989.No superseded survey control is available for this station.
 AM6989
 AM6989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ361485(NAD 83)
 AM6989_MARKER: DD = SURVEY DISK
 AM6989_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AM6989_SP_SET: BRIDGE ABUTMENT
 AM6989_STAMPING: 5 F 2 2000
 AM6989_MARK LOGO: NJGS  
 AM6989_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6989+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AM6989
 AM6989  HISTORY     - Date     Condition        Report By
 AM6989  HISTORY     - 2000     MONUMENTED       NJGS
 AM6989
 AM6989                          STATION DESCRIPTION
 AM6989
 AM6989'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6989'THE STATION IS LOCATED IN OCEAN CITY, SET IN A DRILL HOLE IN THE
 AM6989'NORTHEAST ABUTMENT OF THE DRAWBRIDGE ON STATE ROUTE 52 LEADING FROM
 AM6989'OCEAN CITY.  THE STATION IS 9.1 M (29.9 FT) SOUTH OF A POLE WITH NO
 AM6989'NUMBER, 0.2 M (0.7 FT) WEST OF THE WEST EDGE OF A STEEL WALKWAY ON THE
 AM6989'NORTH SIDE OF THE BRIDGE LEADING TO THE BRIDGE OPERATORS BUILDING, 1.5
 AM6989'M (4.9 FT) WEST OF THE NORTHWEST CORNER OF THE CONCRETE PYLON AT THE
 AM6989'NORTHWEST END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6716 ***********************************************************************
 AB6716  DESIGNATION -  5 G 1
 AB6716  PID         -  AB6716
 AB6716  STATE/COUNTY-  NJ/CAPE MAY
 AB6716  USGS QUAD   -  CAPE MAY (1972)
 AB6716
 AB6716                         *CURRENT SURVEY CONTROL
 AB6716  ___________________________________________________________________
 AB6716* NAD 83(1986)-  38 57 57.     (N)    074 54 53.     (W)     SCALED    
 AB6716* NAVD 88     -         4.174  (meters)      13.69   (feet)  ADJUSTED  
 AB6716  ___________________________________________________________________
 AB6716  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 AB6716  DYNAMIC HT  -           4.171 (meters)      13.68  (feet)  COMP
 AB6716  MODELED GRAV-     980,050.2   (mgal)                       NAVD 88
 AB6716
 AB6716  VERT ORDER  -  FIRST     CLASS II
 AB6716
 AB6716.The horizontal coordinates were scaled from a topographic map and have
 AB6716.an estimated accuracy of +/- 6 seconds.
 AB6716
 AB6716.The orthometric height was determined by differential leveling
 AB6716.and adjusted by the National Geodetic Survey in September 1996..
 AB6716
 AB6716.The geoid height was determined by GEOID03.
 AB6716
 AB6716.The dynamic height is computed by dividing the NAVD 88
 AB6716.geopotential number by the normal gravity value computed on the
 AB6716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6716.degrees latitude (g = 980.6199 gals.).
 AB6716
 AB6716.The modeled gravity was interpolated from observed gravity values.
 AB6716
 AB6716;                    North         East    Units  Estimated Accuracy
 AB6716;SPC NJ       -    14,790.      114,060.      MT  (+/- 180 meters Scaled)
 AB6716
 AB6716                          SUPERSEDED SURVEY CONTROL
 AB6716
 AB6716.No superseded survey control is available for this station.
 AB6716
 AB6716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ073129(NAD 83)
 AB6716_MARKER: Z = SEE DESCRIPTION
 AB6716_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB6716_STAMPING: 5 G 1 NJ
 AB6716_MARK LOGO: NJDT  
 AB6716_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6716+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 AB6716
 AB6716  HISTORY     - Date     Condition        Report By
 AB6716  HISTORY     - UNK      MONUMENTED       NJDT
 AB6716  HISTORY     - 19950715 GOOD             NJGS
 AB6716  HISTORY     - 20010611 GOOD             NJGS
 AB6716  HISTORY     - 20030424 GOOD             NJGS
 AB6716  HISTORY     - 20051009 GOOD             GEOCAC
 AB6716
 AB6716                          STATION DESCRIPTION
 AB6716
 AB6716'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6716'THE STATION IS LOCATED IN LOWER TOWNSHIP, AT THE JUNCTION OF THE
 AB6716'TERMINUS OF STATE ROUTE 109 WITH U.S.  HIGHWAY 9.  THE STATION IS A
 AB6716'BRASS PLUG SET FLUSH IN THE TOP OF A SQUARE CONCRETE MONUMENT SET
 AB6716'ABOUT 0.25 FT (7.62 CM) ABOVE THE GROUND.  THE STATION IS 19.6 FT (6.0
 AB6716'M) WEST FROM THE WEST CURBLINE OF U.S.  HIGHWAY 9, 13.0 FT (4.0 M)
 AB6716'WEST FROM A NEW JERSEY DEPARTMENT OF TRANSPORTATION RIGHT OF WAY
 AB6716'MONUMENT, 5.7 FT (1.7 M) NORTHWEST FROM THE NORTH END OF A 5 FT (1.5
 AB6716'M) HIGH CHAIN LINK FENCE, 30.4 FT (9.3 M) NORTHWEST FROM POLE NUMBER W
 AB6716'31482 AND 18.7 FT (5.7 M) EAST FROM AND NORMAL TO THE EAST RANGE OF A
 AB6716'4 FT (1.2 M) HIGH CHAIN LINK FENCE SURROUNDING AN INGROUND POOL ON THE
 AB6716'GROUNDS OF THE CABIN CITY MOTEL.
 AB6716
 AB6716                          STATION RECOVERY (2001)
 AB6716
 AB6716'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 AB6716'RECOVERED IN GOOD CONDITION.
 AB6716
 AB6716                          STATION RECOVERY (2003)
 AB6716
 AB6716'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 AB6716'RECOVERED IN GOOD CONDITION.
 AB6716
 AB6716                          STATION RECOVERY (2005)
 AB6716
 AB6716'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 AB6716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9197 ***********************************************************************
 AH9197  DESIGNATION -  5 H 1
 AH9197  PID         -  AH9197
 AH9197  STATE/COUNTY-  NJ/CAPE MAY
 AH9197  USGS QUAD   -  MARMORA (1994)
 AH9197
 AH9197                         *CURRENT SURVEY CONTROL
 AH9197  ___________________________________________________________________
 AH9197* NAD 83(1986)-  39 15 09.     (N)    074 37 31.     (W)     SCALED    
 AH9197* NAVD 88     -         4.889  (meters)      16.04   (feet)  ADJUSTED  
 AH9197  ___________________________________________________________________
 AH9197  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 AH9197  DYNAMIC HT  -           4.886 (meters)      16.03  (feet)  COMP
 AH9197  MODELED GRAV-     980,093.7   (mgal)                       NAVD 88
 AH9197
 AH9197  VERT ORDER  -  FIRST     CLASS II
 AH9197
 AH9197.The horizontal coordinates were scaled from a topographic map and have
 AH9197.an estimated accuracy of +/- 6 seconds.
 AH9197
 AH9197.The orthometric height was determined by differential leveling
 AH9197.and adjusted by the National Geodetic Survey in March 2005..
 AH9197
 AH9197.The geoid height was determined by GEOID03.
 AH9197
 AH9197.The dynamic height is computed by dividing the NAVD 88
 AH9197.geopotential number by the normal gravity value computed on the
 AH9197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9197.degrees latitude (g = 980.6199 gals.).
 AH9197
 AH9197.The modeled gravity was interpolated from observed gravity values.
 AH9197
 AH9197;                    North         East    Units  Estimated Accuracy
 AH9197;SPC NJ       -    46,540.      139,190.      MT  (+/- 180 meters Scaled)
 AH9197
 AH9197                          SUPERSEDED SURVEY CONTROL
 AH9197
 AH9197  NAVD 88 (03/01/01)    4.886  (m)           16.03   (f) UNKNOWN     1 2
 AH9197
 AH9197.Superseded values are not recommended for survey control.
 AH9197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9197.See file dsdata.txt to determine how the superseded data were derived.
 AH9197
 AH9197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ323448(NAD 83)
 AH9197_MARKER: DD = SURVEY DISK
 AH9197_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH9197_SP_SET: BRIDGE ABUTMENT
 AH9197_STAMPING: 5 H 1 1997
 AH9197_MARK LOGO: NJGS  
 AH9197_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9197+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2000
 AH9197
 AH9197  HISTORY     - Date     Condition        Report By
 AH9197  HISTORY     - 1997     MONUMENTED       NJGS
 AH9197  HISTORY     - 20000815 GOOD             NJGS
 AH9197  HISTORY     - 20060127 MARK NOT FOUND   GEOCAC
 AH9197
 AH9197                          STATION DESCRIPTION
 AH9197
 AH9197'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (RJK)
 AH9197'THE STATION IS LOCATED IN THE CITY OF OCEAN CITY AT THE NORTHEAST
 AH9197'CORNER OF THE BRIDGE CARRYING ROOSEVELT BOULEVARD, COUNTY ROAD 623
 AH9197'OVER PECKS BAY, THE INTRACOASTAL WATERWAY.  THE STATION IS SET FLUSH
 AH9197'IN A DRILL HOLE IN THE NORTHEAST ABUTMENT THAT IS LEVEL WITH THE
 AH9197'SAFETYWALK.  THE STATION IS 14.9 FT (4.5 M) NORTHEAST FROM THE
 AH9197'CENTERLINE OF ROOSEVELT BOULEVARD.
 AH9197
 AH9197                          STATION RECOVERY (2000)
 AH9197
 AH9197'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (ECB)
 AH9197'RECOVERED AS DESCRIBED.
 AH9197
 AH9197                          STATION RECOVERY (2006)
 AH9197
 AH9197'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AH9197'THE SURVEY DISK WAS FOUND LYING ON THE ROADWAY OF ROOSEVELT BLVD.  THE
 AH9197'DISK'S ORIGINAL POSITION COULD NOT BE DETERMINED DUE TO THE NUMEROUS
 AH9197'CONCRETE PATCHES TO THE BRIDGE EXPANSION JOINTS IN THE VICINITY OF THE
 AH9197'DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9177 ***********************************************************************
 AH9177  DESIGNATION -  5 I 1
 AH9177  PID         -  AH9177
 AH9177  STATE/COUNTY-  NJ/CAPE MAY
 AH9177  USGS QUAD   -  STONE HARBOR (1972)
 AH9177
 AH9177                         *CURRENT SURVEY CONTROL
 AH9177  ___________________________________________________________________
 AH9177* NAD 83(1986)-  39 04 00.     (N)    074 47 03.     (W)     SCALED    
 AH9177* NAVD 88     -         2.002  (meters)       6.57   (feet)  ADJUSTED  
 AH9177  ___________________________________________________________________
 AH9177  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 AH9177  DYNAMIC HT  -           2.001 (meters)       6.56  (feet)  COMP
 AH9177  MODELED GRAV-     980,062.3   (mgal)                       NAVD 88
 AH9177
 AH9177  VERT ORDER  -  FIRST     CLASS II
 AH9177
 AH9177.The horizontal coordinates were scaled from a topographic map and have
 AH9177.an estimated accuracy of +/- 6 seconds.
 AH9177
 AH9177.The orthometric height was determined by differential leveling
 AH9177.and adjusted by the National Geodetic Survey in March 2001..
 AH9177
 AH9177.The geoid height was determined by GEOID03.
 AH9177
 AH9177.The dynamic height is computed by dividing the NAVD 88
 AH9177.geopotential number by the normal gravity value computed on the
 AH9177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9177.degrees latitude (g = 980.6199 gals.).
 AH9177
 AH9177.The modeled gravity was interpolated from observed gravity values.
 AH9177
 AH9177;                    North         East    Units  Estimated Accuracy
 AH9177;SPC NJ       -    25,940.      125,410.      MT  (+/- 180 meters Scaled)
 AH9177
 AH9177                          SUPERSEDED SURVEY CONTROL
 AH9177
 AH9177.No superseded survey control is available for this station.
 AH9177
 AH9177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ186241(NAD 83)
 AH9177_MARKER: DD = SURVEY DISK
 AH9177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9177_STAMPING: 5 I 1 1997
 AH9177_MARK LOGO: NJGS  
 AH9177_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9177+STABILITY: SURFACE MOTION
 AH9177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9177+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH9177
 AH9177  HISTORY     - Date     Condition        Report By
 AH9177  HISTORY     - 1997     MONUMENTED       NJGS
 AH9177
 AH9177                          STATION DESCRIPTION
 AH9177
 AH9177'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH9177'THE STATION IS LOCATED IN MIDDLE TOWNSHIP ON THE SOUTH SIDE OF COUNTY
 AH9177'ROAD 657, STONE HARBOR BOULEVARD, ADJACENT TO THE CAMP MARINE SHIP
 AH9177'SUPPLY STORE, A ONE STORY FRAME BUILDING.  TO REACH THE STATION FROM
 AH9177'THE INTERSECTION OF COUNTY ROAD 657, STONE HARBOR BOULEVARD AND THE
 AH9177'GARDEN STATE PARKWAY AT INTERCHANGE 10B, GO EAST ON COUNTY ROAD 657
 AH9177'FOR 2.10 MI (3.38 KM) TO THE CAMP MARINE SHIP SUPPLY STORE AND THE
 AH9177'STATION ON THE RIGHT.  THE STATION IS 27.8 M (91.2 FT) SOUTHWEST FROM
 AH9177'THE CENTERLINE OF COUNTY ROAD 657, 14.7 M (48.2 FT) NORTHWEST FROM A
 AH9177'WOODEN BULKHEAD AT THE NORTHWEST EDGE OF SCOTH BONNET CREEK, 19.8 M
 AH9177'(65.0 FT) SOUTH SOUTHWEST FROM A WOOD UTILITY POLE WITH OVERHEAD
 AH9177'LIGHT, 2.2 M (7.2 FT) NORTHEAST FROM A WOODEN BULKHEAD ON THE
 AH9177'NORTHEAST SIDE OF THE STONE HARBOR CHANNEL AND 0.4 M (1.3 FT) NORTH
 AH9177'FROM THE NORTH CORNER OF THE CAMP MARINE SHIP SUPPLY STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9183 ***********************************************************************
 AH9183  DESIGNATION -  5 J 1
 AH9183  PID         -  AH9183
 AH9183  STATE/COUNTY-  NJ/CAPE MAY
 AH9183  USGS QUAD   -  STONE HARBOR (1972)
 AH9183
 AH9183                         *CURRENT SURVEY CONTROL
 AH9183  ___________________________________________________________________
 AH9183* NAD 83(1986)-  39 03 14.     (N)    074 45 30.     (W)     SCALED    
 AH9183* NAVD 88     -         2.669  (meters)       8.76   (feet)  ADJUSTED  
 AH9183  ___________________________________________________________________
 AH9183  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 AH9183  DYNAMIC HT  -           2.668 (meters)       8.75  (feet)  COMP
 AH9183  MODELED GRAV-     980,059.7   (mgal)                       NAVD 88
 AH9183
 AH9183  VERT ORDER  -  FIRST     CLASS II
 AH9183
 AH9183.The horizontal coordinates were scaled from a topographic map and have
 AH9183.an estimated accuracy of +/- 6 seconds.
 AH9183
 AH9183.The orthometric height was determined by differential leveling
 AH9183.and adjusted by the National Geodetic Survey in March 2001..
 AH9183.No vertical observational check was made to the station.
 AH9183
 AH9183.The geoid height was determined by GEOID03.
 AH9183
 AH9183.The dynamic height is computed by dividing the NAVD 88
 AH9183.geopotential number by the normal gravity value computed on the
 AH9183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9183.degrees latitude (g = 980.6199 gals.).
 AH9183
 AH9183.The modeled gravity was interpolated from observed gravity values.
 AH9183
 AH9183;                    North         East    Units  Estimated Accuracy
 AH9183;SPC NJ       -    24,510.      127,640.      MT  (+/- 180 meters Scaled)
 AH9183
 AH9183                          SUPERSEDED SURVEY CONTROL
 AH9183
 AH9183.No superseded survey control is available for this station.
 AH9183
 AH9183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ209227(NAD 83)
 AH9183_MARKER: DD = SURVEY DISK
 AH9183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH9183_SP_SET: WATER TANK FOUNDATION
 AH9183_STAMPING: 5 J 1 1997
 AH9183_MARK LOGO: NJGS  
 AH9183_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9183+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH9183
 AH9183  HISTORY     - Date     Condition        Report By
 AH9183  HISTORY     - 1997     MONUMENTED       NJGS
 AH9183  HISTORY     - 20060917 GOOD             GEOCAC
 AH9183
 AH9183                          STATION DESCRIPTION
 AH9183
 AH9183'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (RJK)
 AH9183'THE STATION IS LOCATED IN THE BOROUGH OF STONE HARBOR, SET IN A DRILL
 AH9183'HOLE ON THE NORTH SIDE OF THE FOUNDATION OF THE STONE HARBOR WATER
 AH9183'TANK.  THE TANK IS LOCATED ON THE GROUNDS OF A PUBLIC PARKING AREA AND
 AH9183'MUNICIPAL WATER TREATMENT PLANT ON THE NORTHWEST CORNER OF 95TH STREET
 AH9183'AND SECOND AVENUE.  THE TANK IS PAINTED BLUE AND GREEN WITH THE WORDS
 AH9183'STONE HARBOR LABELED ON THE TANK.  THE STATION IS 18.2 M (59.7 FT)
 AH9183'SOUTHWEST OF THE SOUTHWEST CURBLINE OF SECOND AVENUE, 10.3 M (33.8 FT)
 AH9183'WEST SOUTHWEST OF THE SOUTHEAST CORNER OF A BELL ATLANTIC TELEPHONE
 AH9183'BRICK BUILDING AND 0.6 M (2.0 FT) ABOVE THE PAVING OF THE PARKING LOT.
 AH9183
 AH9183                          STATION RECOVERY (2006)
 AH9183
 AH9183'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 AH9183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9184 ***********************************************************************
 AH9184  DESIGNATION -  5 K 1
 AH9184  PID         -  AH9184
 AH9184  STATE/COUNTY-  NJ/CAPE MAY
 AH9184  USGS QUAD   -  STONE HARBOR (1972)
 AH9184
 AH9184                         *CURRENT SURVEY CONTROL
 AH9184  ___________________________________________________________________
 AH9184* NAD 83(1986)-  39 04 12.     (N)    074 47 22.     (W)     SCALED    
 AH9184* NAVD 88     -         1.462  (meters)       4.80   (feet)  ADJUSTED  
 AH9184  ___________________________________________________________________
 AH9184  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 AH9184  DYNAMIC HT  -           1.461 (meters)       4.79  (feet)  COMP
 AH9184  MODELED GRAV-     980,062.9   (mgal)                       NAVD 88
 AH9184
 AH9184  VERT ORDER  -  FIRST     CLASS II
 AH9184
 AH9184.The horizontal coordinates were scaled from a topographic map and have
 AH9184.an estimated accuracy of +/- 6 seconds.
 AH9184
 AH9184.The orthometric height was determined by differential leveling
 AH9184.and adjusted by the National Geodetic Survey in March 2001..
 AH9184
 AH9184.The geoid height was determined by GEOID03.
 AH9184
 AH9184.The dynamic height is computed by dividing the NAVD 88
 AH9184.geopotential number by the normal gravity value computed on the
 AH9184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9184.degrees latitude (g = 980.6199 gals.).
 AH9184
 AH9184.The modeled gravity was interpolated from observed gravity values.
 AH9184
 AH9184;                    North         East    Units  Estimated Accuracy
 AH9184;SPC NJ       -    26,310.      124,950.      MT  (+/- 180 meters Scaled)
 AH9184
 AH9184                          SUPERSEDED SURVEY CONTROL
 AH9184
 AH9184.No superseded survey control is available for this station.
 AH9184
 AH9184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ182245(NAD 83)
 AH9184_MARKER: DD = SURVEY DISK
 AH9184_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH9184_SP_SET: SLAB
 AH9184_STAMPING: 5 K 1 1997
 AH9184_MARK LOGO: NJGS  
 AH9184_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9184+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH9184
 AH9184  HISTORY     - Date     Condition        Report By
 AH9184  HISTORY     - 1997     MONUMENTED       NJGS
 AH9184
 AH9184                          STATION DESCRIPTION
 AH9184
 AH9184'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (RJK)
 AH9184'THE STATION IS LOCATED IN MIDDLE TOWNSHIP ON THE NORTHEAST SIDE OF
 AH9184'STONE HARBOR BOULEVARD, COUNTY ROAD 657.  TO REACH THE STATION FROM
 AH9184'THE JUNCTION OF THE GARDEN STATE PARKWAY AND STONE HARBOR BOULEVARD,
 AH9184'COUNTY ROAD 657, AT INTERCHANGE 10, GO 0.75 MI (1.21 KM) EAST ON
 AH9184'COUNTY ROAD 657 TO THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE
 AH9184'AT THE NORTHWEST CORNER OF A CONCRETE SLAB SUPPORTING VARIOUS CONTROL
 AH9184'PANELS FOR A MUNICIPAL SEWAGE PUMPING STATION.  THE STATION IS 8.0 M
 AH9184'(26.2 FT) NORTH OF POLE NUMBER W9047, 19.4 M (63.6 FT) NORTHEAST OF
 AH9184'THE CENTERLINE OF STONE HARBOR BOULEVARD, 22.2 M (72.8 FT) NORTHWEST
 AH9184'OF THE CENTERLINE OF A STONE DRIVEWAY TO HOUSE NUMBER 784 (1 STORY
 AH9184'FRAME) , 9.3 M (30.5 FT) NORTHEAST OF A BELL TELEPHONE MANHOLE, 0.4 M
 AH9184'(1.3 FT) SOUTH OF THE NORTHSIDE OF THE 4 FT (1.2 M) HIGH WOODEN FENCE
 AH9184'WHICH SURROUNDS THE PUMPING STATION, FLUSH IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9185 ***********************************************************************
 AH9185  DESIGNATION -  5 L 1
 AH9185  PID         -  AH9185
 AH9185  STATE/COUNTY-  NJ/CAPE MAY
 AH9185  USGS QUAD   -  STONE HARBOR (1972)
 AH9185
 AH9185                         *CURRENT SURVEY CONTROL
 AH9185  ___________________________________________________________________
 AH9185* NAD 83(1986)-  39 04 55.     (N)    074 48 44.     (W)     SCALED    
 AH9185* NAVD 88     -         2.944  (meters)       9.66   (feet)  ADJUSTED  
 AH9185  ___________________________________________________________________
 AH9185  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 AH9185  DYNAMIC HT  -           2.942 (meters)       9.65  (feet)  COMP
 AH9185  MODELED GRAV-     980,065.4   (mgal)                       NAVD 88
 AH9185
 AH9185  VERT ORDER  -  FIRST     CLASS II
 AH9185
 AH9185.The horizontal coordinates were scaled from a topographic map and have
 AH9185.an estimated accuracy of +/- 6 seconds.
 AH9185
 AH9185.The orthometric height was determined by differential leveling
 AH9185.and adjusted by the National Geodetic Survey in March 2001..
 AH9185
 AH9185.The geoid height was determined by GEOID03.
 AH9185
 AH9185.The dynamic height is computed by dividing the NAVD 88
 AH9185.geopotential number by the normal gravity value computed on the
 AH9185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9185.degrees latitude (g = 980.6199 gals.).
 AH9185
 AH9185.The modeled gravity was interpolated from observed gravity values.
 AH9185
 AH9185;                    North         East    Units  Estimated Accuracy
 AH9185;SPC NJ       -    27,640.      122,990.      MT  (+/- 180 meters Scaled)
 AH9185
 AH9185                          SUPERSEDED SURVEY CONTROL
 AH9185
 AH9185.No superseded survey control is available for this station.
 AH9185
 AH9185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ162258(NAD 83)
 AH9185_MARKER: DD = SURVEY DISK
 AH9185_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH9185_SP_SET: SIGN FOOTING
 AH9185_STAMPING: 5 L 1 1997
 AH9185_MARK LOGO: NJGS  
 AH9185_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9185+STABILITY: SURFACE MOTION
 AH9185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9185+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH9185
 AH9185  HISTORY     - Date     Condition        Report By
 AH9185  HISTORY     - 1997     MONUMENTED       NJGS
 AH9185
 AH9185                          STATION DESCRIPTION
 AH9185
 AH9185'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (RJK)
 AH9185'THE STATION IS LOCATED IN MIDDLE TOWNSHIP ON THE SOUTHWEST SIDE OF
 AH9185'STONE HARBOR BOULEVARD, COUNTY ROAD 657.  TO REACH THE STATION FROM
 AH9185'THE JUNCTION OF THE GARDEN STATE PARKWAY AND STONE HARBOR BOULEVARD,
 AH9185'COUNTY ROAD 657 AT INTERCHANGE 10, GO 0.25 MI (0.40 KM) EAST ON COUNTY
 AH9185'ROAD 657 TO THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE AT THE
 AH9185'NORTHWEST CORNER OF THE CONCRETE FOOTING FOR A LARGE CANTILEVER SIGN
 AH9185'FOR THE KINDLE DODGE AUTO DEALERSHIP.  THE STATION IS 7.0 M (23.0 FT)
 AH9185'SOUTHWEST OF THE SOUTHWEST CURBLINE OF STONE HARBOR BOULEVARD, 11.7 M
 AH9185'(38.4 FT) WEST OF POLE NUMBER 23, 28.8 M (94.5 FT) EAST OF THE
 AH9185'CENTERLINE ENTRANCE DRIVEWAY FOR THE DEALERSHIP 22.2 M, (72.8 FT)
 AH9185'FLUSH IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9186 ***********************************************************************
 AH9186  DESIGNATION -  5 M 1
 AH9186  PID         -  AH9186
 AH9186  STATE/COUNTY-  NJ/CAPE MAY
 AH9186  USGS QUAD   -  STONE HARBOR (1972)
 AH9186
 AH9186                         *CURRENT SURVEY CONTROL
 AH9186  ___________________________________________________________________
 AH9186* NAD 83(1986)-  39 01 34.     (N)    074 48 31.     (W)     SCALED    
 AH9186* NAVD 88     -         4.952  (meters)      16.25   (feet)  ADJUSTED  
 AH9186  ___________________________________________________________________
 AH9186  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 AH9186  DYNAMIC HT  -           4.949 (meters)      16.24  (feet)  COMP
 AH9186  MODELED GRAV-     980,056.9   (mgal)                       NAVD 88
 AH9186
 AH9186  VERT ORDER  -  FIRST     CLASS II
 AH9186
 AH9186.The horizontal coordinates were scaled from a topographic map and have
 AH9186.an estimated accuracy of +/- 6 seconds.
 AH9186
 AH9186.The orthometric height was determined by differential leveling
 AH9186.and adjusted by the National Geodetic Survey in March 2001..
 AH9186
 AH9186.The geoid height was determined by GEOID03.
 AH9186
 AH9186.The dynamic height is computed by dividing the NAVD 88
 AH9186.geopotential number by the normal gravity value computed on the
 AH9186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9186.degrees latitude (g = 980.6199 gals.).
 AH9186
 AH9186.The modeled gravity was interpolated from observed gravity values.
 AH9186
 AH9186;                    North         East    Units  Estimated Accuracy
 AH9186;SPC NJ       -    21,440.      123,280.      MT  (+/- 180 meters Scaled)
 AH9186
 AH9186                          SUPERSEDED SURVEY CONTROL
 AH9186
 AH9186.No superseded survey control is available for this station.
 AH9186
 AH9186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ165196(NAD 83)
 AH9186_MARKER: DD = SURVEY DISK
 AH9186_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH9186_SP_SET: BRIDGE ABUTMENT
 AH9186_STAMPING: 5 M 1 1997
 AH9186_MARK LOGO: NJGS  
 AH9186_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9186+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1998
 AH9186
 AH9186  HISTORY     - Date     Condition        Report By
 AH9186  HISTORY     - 1997     MONUMENTED       NJGS
 AH9186  HISTORY     - 19980914 GOOD             NJGS
 AH9186
 AH9186                          STATION DESCRIPTION
 AH9186
 AH9186'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (RJK)
 AH9186'THE STATION IS LOCATED IN MIDDLE TOWNSHIP ON THE NORTHEAST SIDE OF THE
 AH9186'BRIDGE CARRYING STATE ROUTE 147 OVER THE GRASSY SOUND CHANNEL.  TO
 AH9186'REACH THE STATION FROM THE INTERSECTION OF OCEAN DRIVE, COUNTY ROAD
 AH9186'619 AND STATE ROUTE 147, GO 0.05 MI (0.08 KM) NORTHWEST ON STATE ROUTE
 AH9186'147 TO THE STATION ON THE RIGHT, SET COUNTERSUNK IN THE TOP OF THE
 AH9186'NORTHEAST ABUTMENT.  THE STATION IS 6.3 M (20.7 FT) NORTHEAST FROM THE
 AH9186'CENTERLINE OF THE WESTBOUND LANES OF STATE ROUTE 147, 5.9 M (19.4 FT)
 AH9186'WEST NORTHWEST FROM THE NORTHEAST BRIDGE PYLON WITH 1994 DATE PANEL,
 AH9186'0.5 M (1.6 FT) SOUTH SOUTHWEST FROM THE SOUTH FACE OF THE MEDIAN
 AH9186'BARRIER TYPE PARAPET AND 2.6 M (8.5 FT) NORTHEAST FROM A PAINTED SOLID
 AH9186'WHITE LINE AT THE NORTH EDGE OF THE WESTBOUND LANES.
 AH9186
 AH9186                          STATION RECOVERY (1998)
 AH9186
 AH9186'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AH9186'RECOVERED AS DESCRIBED AS FOWARDED IN LEVEL ACCESSION NUMBER L25813,
 AH9186'PART 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9187 ***********************************************************************
 AH9187  DESIGNATION -  5 N 1
 AH9187  PID         -  AH9187
 AH9187  STATE/COUNTY-  NJ/CAPE MAY
 AH9187  USGS QUAD   -  STONE HARBOR (1972)
 AH9187
 AH9187                         *CURRENT SURVEY CONTROL
 AH9187  ___________________________________________________________________
 AH9187* NAD 83(1986)-  39 01 46.     (N)    074 49 05.     (W)     SCALED    
 AH9187* NAVD 88     -         4.966  (meters)      16.29   (feet)  ADJUSTED  
 AH9187  ___________________________________________________________________
 AH9187  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 AH9187  DYNAMIC HT  -           4.963 (meters)      16.28  (feet)  COMP
 AH9187  MODELED GRAV-     980,057.6   (mgal)                       NAVD 88
 AH9187
 AH9187  VERT ORDER  -  FIRST     CLASS II
 AH9187
 AH9187.The horizontal coordinates were scaled from a topographic map and have
 AH9187.an estimated accuracy of +/- 6 seconds.
 AH9187
 AH9187.The orthometric height was determined by differential leveling
 AH9187.and adjusted by the National Geodetic Survey in March 2001..
 AH9187
 AH9187.The geoid height was determined by GEOID03.
 AH9187
 AH9187.The dynamic height is computed by dividing the NAVD 88
 AH9187.geopotential number by the normal gravity value computed on the
 AH9187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9187.degrees latitude (g = 980.6199 gals.).
 AH9187
 AH9187.The modeled gravity was interpolated from observed gravity values.
 AH9187
 AH9187;                    North         East    Units  Estimated Accuracy
 AH9187;SPC NJ       -    21,820.      122,460.      MT  (+/- 180 meters Scaled)
 AH9187
 AH9187                          SUPERSEDED SURVEY CONTROL
 AH9187
 AH9187.No superseded survey control is available for this station.
 AH9187
 AH9187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ157200(NAD 83)
 AH9187_MARKER: DD = SURVEY DISK
 AH9187_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH9187_SP_SET: BRIDGE ABUTMENT
 AH9187_STAMPING: 5 N 1 1997
 AH9187_MARK LOGO: NJGS  
 AH9187_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9187+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1998
 AH9187
 AH9187  HISTORY     - Date     Condition        Report By
 AH9187  HISTORY     - 1997     MONUMENTED       NJGS
 AH9187  HISTORY     - 19981204 GOOD             NJGS
 AH9187
 AH9187                          STATION DESCRIPTION
 AH9187
 AH9187'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (RJK)
 AH9187'THE STATION IS LOCATED IN MIDDLE TOWNSHIP ON THE NORTHWEST SIDE OF THE
 AH9187'BRIDGE CARRYING STATE ROUTE 147 OVER THE GRASSY SOUND CHANNEL.  TO
 AH9187'REACH THE STATION FROM THE INTERSECTION OF OCEAN DRIVE, COUNTY ROAD
 AH9187'619 AND STATE ROUTE 147, GO 0.55 MI (0.89 KM) NORTHWEST ON STATE ROUTE
 AH9187'147, CROSSING THE BRIDGE OVER GRASSY SOUND CHANNEL, TO THE STATION ON
 AH9187'THE RIGHT, SET COUNTERSUNK IN THE TOP OF THE NORTHWEST ABUTMENT.  THE
 AH9187'STATION IS 6.15 M (20.18 FT) NORTHEAST FROM THE CENTERLINE OF THE
 AH9187'WESTBOUND LANES OF STATE ROUTE 147, 5.8 M (19.0 FT) SOUTHEAST FROM THE
 AH9187'NORTHWEST BRIDGE PYLON, 0.5 M (1.6 FT) SOUTH SOUTHWEST FROM THE SOUTH
 AH9187'FACE OF THE MEDIAN BARRIER TYPE PARAPET, 2.5 M (8.2 FT) NORTHEAST FROM
 AH9187'A PAINTED SOLID WHITE LINE AT THE NORTH EDGE OF THE WESTBOUND LANES
 AH9187'AND 3.5 M (11.5 FT) NORTHWEST FROM THE CENTER OF AN INLET AT THE WEST
 AH9187'END OF THE BRIDGE.
 AH9187
 AH9187                          STATION RECOVERY (1998)
 AH9187
 AH9187'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 AH9187'RECOVERED AS DESCRIBED AS FORWARDED IN LEVEL ACCESSION NUMBER L25813,
 AH9187'PART 20..47.  THE STATION IS SET FLUSH IN A DRILL HOLE AT THE
 AH9187'SOUTHEAST CORNER OF A 1.35 M (4.43 FT) BY 1.95 M (6.40 FT) CONCRETE
 AH9187'BASE FOR A SUNOCO GASOLINE FILLING STATION SIGN NEAR THE NORTHEAST
 AH9187'CORNER OF RIO GRANDE, STATE ROUTE 47 AND PARK BOULEVARD.  THE STATION
 AH9187'IS 27.7 M (90.9 FT) NORTH NORTHEAST FROM THE NORTHEAST CURBLINE OF
 AH9187'PARK BOULEVARD, 4.8 M (15.7 FT) EAST NORTHEAST FROM THE EAST CURBLINE
 AH9187'OF STATE ROUTE 47, 7.5 M (24.6 FT) WEST FROM UTILITY POLE NUMBER
 AH9187'W30023 AND 0.3 M (1.0 FT) ABOVE THE GROUND.  THE STATION IS A STANDARD
 AH9187'U.S.  GEOLOGICAL SURVEY GAGING STATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9188 ***********************************************************************
 AH9188  DESIGNATION -  5 P 1
 AH9188  PID         -  AH9188
 AH9188  STATE/COUNTY-  NJ/CAPE MAY
 AH9188  USGS QUAD   -  STONE HARBOR (1972)
 AH9188
 AH9188                         *CURRENT SURVEY CONTROL
 AH9188  ___________________________________________________________________
 AH9188* NAD 83(1986)-  39 02 23.     (N)    074 50 04.     (W)     SCALED    
 AH9188* NAVD 88     -         5.391  (meters)      17.69   (feet)  ADJUSTED  
 AH9188  ___________________________________________________________________
 AH9188  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 AH9188  DYNAMIC HT  -           5.388 (meters)      17.68  (feet)  COMP
 AH9188  MODELED GRAV-     980,059.6   (mgal)                       NAVD 88
 AH9188
 AH9188  VERT ORDER  -  FIRST     CLASS II
 AH9188
 AH9188.The horizontal coordinates were scaled from a topographic map and have
 AH9188.an estimated accuracy of +/- 6 seconds.
 AH9188
 AH9188.The orthometric height was determined by differential leveling
 AH9188.and adjusted by the National Geodetic Survey in March 2001..
 AH9188
 AH9188.The geoid height was determined by GEOID03.
 AH9188
 AH9188.The dynamic height is computed by dividing the NAVD 88
 AH9188.geopotential number by the normal gravity value computed on the
 AH9188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9188.degrees latitude (g = 980.6199 gals.).
 AH9188
 AH9188.The modeled gravity was interpolated from observed gravity values.
 AH9188
 AH9188;                    North         East    Units  Estimated Accuracy
 AH9188;SPC NJ       -    22,960.      121,050.      MT  (+/- 180 meters Scaled)
 AH9188
 AH9188                          SUPERSEDED SURVEY CONTROL
 AH9188
 AH9188.No superseded survey control is available for this station.
 AH9188
 AH9188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ143211(NAD 83)
 AH9188_MARKER: DD = SURVEY DISK
 AH9188_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH9188_SP_SET: BRIDGE ABUTMENT
 AH9188_STAMPING: 5 P 1 1997
 AH9188_MARK LOGO: NJGS  
 AH9188_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9188+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH9188
 AH9188  HISTORY     - Date     Condition        Report By
 AH9188  HISTORY     - 1997     MONUMENTED       NJGS
 AH9188
 AH9188                          STATION DESCRIPTION
 AH9188
 AH9188'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (RJK)
 AH9188'THE STATION IS LOCATED IN MIDDLE TOWNSHIP ON THE NORTH SIDE OF STATE
 AH9188'ROUTE 147.  TO REACH THE STATION FROM THE INTERSECTION OF OCEAN DRIVE,
 AH9188'COUNTY ROAD 619 AND STATE ROUTE 147, GO 1.7 MI (2.7 KM) NORTHWEST ON
 AH9188'STATE ROUTE 147 TO THE BRIDGE CARRYING STATE ROUTE 147 OVER AARON
 AH9188'CREEK AND THE STATION ON THE RIGHT, SET COUNTERSUNK IN THE TOP OF THE
 AH9188'NORTHEAST ABUTMENT.  THE STATION IS 10.7 M (35.1 FT) WEST NORTHWEST
 AH9188'FROM THE NORTHEAST BRIDGE PYLON WITH 1997 DATE PANEL, 6.2 M (20.3 FT)
 AH9188'NORTHEAST FROM THE CENTERLINE OF THE WESTBOUND LANES OF STATE ROUTE
 AH9188'147, 0.5 M (1.6 FT) SOUTH SOUTHWEST FROM THE SOUTH FACE OF THE MEDIAN
 AH9188'BARRIER TYPE PARAPET AND 2.4 M (7.9 FT) NORTHEAST FROM A PAINTED SOLID
 AH9188'WHITE LINE AT THE NORTH EDGE OF THE WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9711 ***********************************************************************
 AI9711  DESIGNATION -  5 Q 1
 AI9711  PID         -  AI9711
 AI9711  STATE/COUNTY-  NJ/CAPE MAY
 AI9711  USGS QUAD   -  CAPE MAY (1972)
 AI9711
 AI9711                         *CURRENT SURVEY CONTROL
 AI9711  ___________________________________________________________________
 AI9711* NAD 83(1986)-  38 56 48.     (N)    074 53 38.     (W)     SCALED    
 AI9711* NAVD 88     -         2.704  (meters)       8.87   (feet)  ADJUSTED  
 AI9711  ___________________________________________________________________
 AI9711  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 AI9711  DYNAMIC HT  -           2.702 (meters)       8.86  (feet)  COMP
 AI9711  MODELED GRAV-     980,048.3   (mgal)                       NAVD 88
 AI9711
 AI9711  VERT ORDER  -  FIRST     CLASS II
 AI9711
 AI9711.The horizontal coordinates were scaled from a topographic map and have
 AI9711.an estimated accuracy of +/- 6 seconds.
 AI9711
 AI9711.The orthometric height was determined by differential leveling
 AI9711.and adjusted by the National Geodetic Survey in March 2001..
 AI9711
 AI9711.The geoid height was determined by GEOID03.
 AI9711
 AI9711.The dynamic height is computed by dividing the NAVD 88
 AI9711.geopotential number by the normal gravity value computed on the
 AI9711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9711.degrees latitude (g = 980.6199 gals.).
 AI9711
 AI9711.The modeled gravity was interpolated from observed gravity values.
 AI9711
 AI9711;                    North         East    Units  Estimated Accuracy
 AI9711;SPC NJ       -    12,650.      115,860.      MT  (+/- 180 meters Scaled)
 AI9711
 AI9711                          SUPERSEDED SURVEY CONTROL
 AI9711
 AI9711.No superseded survey control is available for this station.
 AI9711
 AI9711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ091108(NAD 83)
 AI9711_MARKER: DD = SURVEY DISK
 AI9711_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI9711+WITH SETTING: PAVEMENT
 AI9711_SP_SET: ELECTRICAL BOX PAD
 AI9711_STAMPING: 5 Q 1 1998
 AI9711_MARK LOGO: NJGS  
 AI9711_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9711+STABILITY: SURFACE MOTION
 AI9711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9711+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI9711
 AI9711  HISTORY     - Date     Condition        Report By
 AI9711  HISTORY     - 1998     MONUMENTED       NJGS
 AI9711
 AI9711                          STATION DESCRIPTION
 AI9711
 AI9711'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 AI9711'THE STATION IS LOCATED IN THE CITY OF CAPE MAY ON THE SOUTHEAST SIDE
 AI9711'OF PENNSYLVANIA AVENUE.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI9711'PITTSBURG AVENUE, COUNTY ROAD 622 AND PENNSYLVANIA AVENUE, GO ABOUT
 AI9711'0.7 MI (1.1 KM) SOUTHEAST ON PENNSYLVANIA AVENUE TO THE STATION ON THE
 AI9711'RIGHT, SET FLUSH IN THE NORTHWEST CORNER OF AN 8 FT (2.4 M) SQUARE
 AI9711'CONCRETE FOUNDATION PAD FOR A 6 FT (1.8 M) HIGH ELECTRICAL BOX.  THE
 AI9711'STATION IS 47.9 M (157.2 FT) WEST FROM THE ENTRANCE GATE LEADING TO
 AI9711'THE U.S.  COAST GUARD TRAINING CENTER AT CAPE MAY, 9.7 M (31.8 FT)
 AI9711'SOUTH FROM THE SOUTH CURBLINE OF PENNSYLVANIA AVENUE, 27.9 M (91.5 FT)
 AI9711'WEST FROM THE CENTERLINE EXTENDED OF BUFFALO AVENUE, 14.5 M (47.6 FT)
 AI9711'SOUTHWEST FROM UTILITY POLE NUMBER W 37832 AND 9.0 M (29.5 FT) SOUTH
 AI9711'SOUTHWEST FROM UTILITY POLE NUMBER W 37831.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9712 ***********************************************************************
 AI9712  DESIGNATION -  5 R 1
 AI9712  PID         -  AI9712
 AI9712  STATE/COUNTY-  NJ/CAPE MAY
 AI9712  USGS QUAD   -  CAPE MAY (1972)
 AI9712
 AI9712                         *CURRENT SURVEY CONTROL
 AI9712  ___________________________________________________________________
 AI9712* NAD 83(1986)-  38 56 38.     (N)    074 54 20.     (W)     SCALED    
 AI9712* NAVD 88     -         3.039  (meters)       9.97   (feet)  ADJUSTED  
 AI9712  ___________________________________________________________________
 AI9712  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 AI9712  DYNAMIC HT  -           3.038 (meters)       9.97  (feet)  COMP
 AI9712  MODELED GRAV-     980,048.3   (mgal)                       NAVD 88
 AI9712
 AI9712  VERT ORDER  -  FIRST     CLASS II
 AI9712
 AI9712.The horizontal coordinates were scaled from a topographic map and have
 AI9712.an estimated accuracy of +/- 6 seconds.
 AI9712
 AI9712.The orthometric height was determined by differential leveling
 AI9712.and adjusted by the National Geodetic Survey in March 2001..
 AI9712
 AI9712.The geoid height was determined by GEOID03.
 AI9712
 AI9712.The dynamic height is computed by dividing the NAVD 88
 AI9712.geopotential number by the normal gravity value computed on the
 AI9712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9712.degrees latitude (g = 980.6199 gals.).
 AI9712
 AI9712.The modeled gravity was interpolated from observed gravity values.
 AI9712
 AI9712;                    North         East    Units  Estimated Accuracy
 AI9712;SPC NJ       -    12,350.      114,840.      MT  (+/- 180 meters Scaled)
 AI9712
 AI9712                          SUPERSEDED SURVEY CONTROL
 AI9712
 AI9712.No superseded survey control is available for this station.
 AI9712
 AI9712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ081105(NAD 83)
 AI9712_MARKER: DD = SURVEY DISK
 AI9712_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI9712+WITH SETTING: PAVEMENT
 AI9712_SP_SET: FLAGPOLE BASE
 AI9712_STAMPING: 5 R 1 1998
 AI9712_MARK LOGO: NJGS  
 AI9712_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9712+STABILITY: SURFACE MOTION
 AI9712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9712+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI9712
 AI9712  HISTORY     - Date     Condition        Report By
 AI9712  HISTORY     - 1998     MONUMENTED       NJGS
 AI9712
 AI9712                          STATION DESCRIPTION
 AI9712
 AI9712'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 AI9712'THE STATION IS LOCATED IN THE CITY OF CAPE MAY ON THE EAST SIDE OF
 AI9712'PITTSBURG AVENUE, COUNTY ROAD 622 AND ON THE GROUNDS OF THE LIDO
 AI9712'MOTEL, 1005 PITTSBURG AVENUE.  CONTACT MRS.  SHIRLEY STEINMETZ,
 AI9712'MANAGER, PHONE 609 884 4098 BEFORE OCCUPYING THE STATION.  TO REACH
 AI9712'THE STATION FROM THE INTERSECTION OF PITTSBURG AVENUE, COUNTY ROAD 622
 AI9712'AND PENNSYLVANIA AVENUE, GO NORTHWEST ON PENNSYLVANIA AVENUE FOR 0.20
 AI9712'MI (0.32 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN THE NORTHEAST
 AI9712'CORNER OF A SQUARE CONCRETE BASE FOR A FLAG POLE.  THE STATION IS 7.3
 AI9712'M (24.0 FT) EAST FROM THE EAST CURBLINE OF PITTSBURG AVENUE, 0.5 M
 AI9712'(1.6 FT) NORTHEAST FROM THE FLAGPOLE, 11.8 M (38.7 FT) SOUTH SOUTHWEST
 AI9712'FROM THE SOUTHWEST CORNER OF A HOUSE FOR THE MOTEL COMPLEX AND 6.1 M
 AI9712'(20.0 FT) SOUTH FROM THE CENTERLINE OF THE MOST NORTHERLY DRIVEWAY
 AI9712'LEADING INTO THE MOTEL COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9371 ***********************************************************************
 AI9371  DESIGNATION -  5 S 1
 AI9371  PID         -  AI9371
 AI9371  STATE/COUNTY-  NJ/CAPE MAY
 AI9371  USGS QUAD   -  SEA ISLE CITY (1977)
 AI9371
 AI9371                         *CURRENT SURVEY CONTROL
 AI9371  ___________________________________________________________________
 AI9371* NAD 83(1986)-  39 10 12.     (N)    074 40 50.     (W)     SCALED    
 AI9371* NAVD 88     -         1.281  (meters)       4.20   (feet)  ADJUSTED  
 AI9371  ___________________________________________________________________
 AI9371  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 AI9371  DYNAMIC HT  -           1.280 (meters)       4.20  (feet)  COMP
 AI9371  MODELED GRAV-     980,078.0   (mgal)                       NAVD 88
 AI9371
 AI9371  VERT ORDER  -  FIRST     CLASS II
 AI9371
 AI9371.The horizontal coordinates were scaled from a topographic map and have
 AI9371.an estimated accuracy of +/- 6 seconds.
 AI9371
 AI9371.The orthometric height was determined by differential leveling
 AI9371.and adjusted by the National Geodetic Survey in March 2001..
 AI9371.No vertical observational check was made to the station.
 AI9371
 AI9371.The geoid height was determined by GEOID03.
 AI9371
 AI9371.The dynamic height is computed by dividing the NAVD 88
 AI9371.geopotential number by the normal gravity value computed on the
 AI9371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9371.degrees latitude (g = 980.6199 gals.).
 AI9371
 AI9371.The modeled gravity was interpolated from observed gravity values.
 AI9371
 AI9371;                    North         East    Units  Estimated Accuracy
 AI9371;SPC NJ       -    37,390.      134,400.      MT  (+/- 180 meters Scaled)
 AI9371
 AI9371                          SUPERSEDED SURVEY CONTROL
 AI9371
 AI9371.No superseded survey control is available for this station.
 AI9371
 AI9371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ275356(NAD 83)
 AI9371_MARKER: DD = SURVEY DISK
 AI9371_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI9371_SP_SET: CURB
 AI9371_STAMPING: 5 S 1 1998
 AI9371_MARK LOGO: NJGS  
 AI9371_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9371+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2006
 AI9371
 AI9371  HISTORY     - Date     Condition        Report By
 AI9371  HISTORY     - 1998     MONUMENTED       NJGS
 AI9371  HISTORY     - 20060224 GOOD             GEOCAC
 AI9371
 AI9371                          STATION DESCRIPTION
 AI9371
 AI9371'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9371'THE STATION IS LOCATED IN SEA ISLE CITY ON THE NORTHWEST SIDE OF
 AI9371'LANDIS AVENUE, COUNTY ROAD 619.  TO REACH THE STATION FROM THE
 AI9371'INTERSECTION OF SEA ISLE BOULEVARD, COUNTY ROAD 625 AND AND THE GARDEN
 AI9371'STATE PARKWAY AT INTERCHANGE 17, GO SOUTHEAST ON COUNTY ROAD 625 FOR
 AI9371'2.4 MI (3.9 KM) TO THE INTERSECTION WITH LANDIS AVENUE, COUNTY ROAD
 AI9371'619.  TURN LEFT AND GO NORTHEAST ON LANDIS AVENUE FOR 1.15 MI (1.85
 AI9371'KM) TO THE STATION ON THE LEFT, SET FLUSH IN THE TOP OF THE CONCRETE
 AI9371'CURB IN FRONT OF A TWO STORY FRAME DWELLING ON WOOD PILE SUPPORTS,
 AI9371'HOUSE NUMBER 1908.  THE STATION IS 4.6 M (15.1 FT) SOUTHEAST FROM WOOD
 AI9371'UTILITY POLE NUMBER 388, 8.4 M (27.6 FT) SOUTHEAST FROM THE EASTERN
 AI9371'MOST PILE SUPPORT FOR HOUSE NUMBER 1908 AND 12.7 M (41.7 FT) SOUTH
 AI9371'SOUTHEAST FROM THE SOUTHERN MOST PILE SUPPORT FOR HOUSE NUMBER 1908.
 AI9371
 AI9371                          STATION RECOVERY (2006)
 AI9371
 AI9371'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AI9371'HANDHELD COORDINATES ARE N39-10-11.70 W074-40-49.56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9404 ***********************************************************************
 AI9404  DESIGNATION -  5 S 11
 AI9404  PID         -  AI9404
 AI9404  STATE/COUNTY-  NJ/CAPE MAY
 AI9404  USGS QUAD   -  STONE HARBOR (1972)
 AI9404
 AI9404                         *CURRENT SURVEY CONTROL
 AI9404  ___________________________________________________________________
 AI9404* NAD 83(1986)-  39 01 12.     (N)    074 47 56.     (W)     SCALED    
 AI9404* NAVD 88     -         3.070  (meters)      10.07   (feet)  ADJUSTED  
 AI9404  ___________________________________________________________________
 AI9404  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 AI9404  DYNAMIC HT  -           3.068 (meters)      10.07  (feet)  COMP
 AI9404  MODELED GRAV-     980,055.8   (mgal)                       NAVD 88
 AI9404
 AI9404  VERT ORDER  -  FIRST     CLASS II
 AI9404
 AI9404.The horizontal coordinates were scaled from a topographic map and have
 AI9404.an estimated accuracy of +/- 6 seconds.
 AI9404
 AI9404.The orthometric height was determined by differential leveling
 AI9404.and adjusted by the National Geodetic Survey in March 2001..
 AI9404
 AI9404.The geoid height was determined by GEOID03.
 AI9404
 AI9404.The dynamic height is computed by dividing the NAVD 88
 AI9404.geopotential number by the normal gravity value computed on the
 AI9404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9404.degrees latitude (g = 980.6199 gals.).
 AI9404
 AI9404.The modeled gravity was interpolated from observed gravity values.
 AI9404
 AI9404;                    North         East    Units  Estimated Accuracy
 AI9404;SPC NJ       -    20,760.      124,120.      MT  (+/- 180 meters Scaled)
 AI9404
 AI9404                          SUPERSEDED SURVEY CONTROL
 AI9404
 AI9404.No superseded survey control is available for this station.
 AI9404
 AI9404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ174190(NAD 83)
 AI9404_MARKER: DD = SURVEY DISK
 AI9404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9404_STAMPING: 5 S 11 1998
 AI9404_MARK LOGO: NJGS  
 AI9404_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9404+STABILITY: SURFACE MOTION
 AI9404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9404+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1998
 AI9404
 AI9404  HISTORY     - Date     Condition        Report By
 AI9404  HISTORY     - 1998     MONUMENTED       NJGS
 AI9404  HISTORY     - 19980914 GOOD             NJGS
 AI9404
 AI9404                          STATION DESCRIPTION
 AI9404
 AI9404'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9404'THE STATION IS LOCATED IN THE CITY OF NORTH WILDWOOD ON THE NORTHEAST
 AI9404'SIDE OF THE WESTBOUND LANES OF STATE ROUTE 147, AT THE TEE JUNCTION
 AI9404'WITH ILLINOIS AVENUE.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AI9404'ROUTE 147 AND OCEAN DRIVE, COUNTY ROAD 619, GO 0.6 MI (1.0 KM)
 AI9404'SOUTHEAST ON STATE ROUTE 147 TO THE STATION ON THE LEFT ACROSS THE
 AI9404'MEDIAN, SET FLUSH WITH THE SIDEWALK IN A TRIANGULAR SHAPED CONCRETE
 AI9404'ISLAND AT THE JUNCTION.  THE STATION IS 3.7 M (12.1 FT) SOUTHEAST FROM
 AI9404'THE NORTHWEST NOSE OF THE ISLAND, 2.75 M (9.02 FT) EAST FROM THE EAST
 AI9404'CURB OF THE ISLAND, 0.55 M (1.80 FT) SOUTHWEST FROM THE NORTHEAST
 AI9404'CURB, 15.9 M (52.2 FT) SOUTHWEST FROM A FIRE HYDRANT AND 6.4 M (21.0
 AI9404'FT) NORTH FROM THE SOUTH CURB OF THE ISLAND. NOTE--IT WAS DISCOVERED
 AI9404'THAT THIS MARK WAS A DUPLICATE, SO THE NJGS IS GOING TO STAMP THE DISK
 AI9404'5 S 11 INSTEAD OF 5 S 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9370 ***********************************************************************
 AI9370  DESIGNATION -  5 T 1
 AI9370  PID         -  AI9370
 AI9370  STATE/COUNTY-  NJ/CAPE MAY
 AI9370  USGS QUAD   -  SEA ISLE CITY (1977)
 AI9370
 AI9370                         *CURRENT SURVEY CONTROL
 AI9370  ___________________________________________________________________
 AI9370* NAD 83(1986)-  39 09 39.     (N)    074 41 14.     (W)     SCALED    
 AI9370* NAVD 88     -         0.950  (meters)       3.12   (feet)  ADJUSTED  
 AI9370  ___________________________________________________________________
 AI9370  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 AI9370  DYNAMIC HT  -           0.950 (meters)       3.12  (feet)  COMP
 AI9370  MODELED GRAV-     980,076.3   (mgal)                       NAVD 88
 AI9370
 AI9370  VERT ORDER  -  FIRST     CLASS II
 AI9370
 AI9370.The horizontal coordinates were scaled from a topographic map and have
 AI9370.an estimated accuracy of +/- 6 seconds.
 AI9370
 AI9370.The orthometric height was determined by differential leveling
 AI9370.and adjusted by the National Geodetic Survey in March 2001..
 AI9370.No vertical observational check was made to the station.
 AI9370
 AI9370.The geoid height was determined by GEOID03.
 AI9370
 AI9370.The dynamic height is computed by dividing the NAVD 88
 AI9370.geopotential number by the normal gravity value computed on the
 AI9370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9370.degrees latitude (g = 980.6199 gals.).
 AI9370
 AI9370.The modeled gravity was interpolated from observed gravity values.
 AI9370
 AI9370;                    North         East    Units  Estimated Accuracy
 AI9370;SPC NJ       -    36,370.      133,820.      MT  (+/- 180 meters Scaled)
 AI9370
 AI9370                          SUPERSEDED SURVEY CONTROL
 AI9370
 AI9370.No superseded survey control is available for this station.
 AI9370
 AI9370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ270346(NAD 83)
 AI9370_MARKER: DD = SURVEY DISK
 AI9370_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI9370+WITH SETTING: PAVEMENT
 AI9370_SP_SET: JUNCTION BOX
 AI9370_STAMPING: 5 T 1 1998
 AI9370_MARK LOGO: NJGS  
 AI9370_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9370+STABILITY: SURFACE MOTION
 AI9370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9370+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2006
 AI9370
 AI9370  HISTORY     - Date     Condition        Report By
 AI9370  HISTORY     - 1998     MONUMENTED       NJGS
 AI9370  HISTORY     - 20060224 GOOD             GEOCAC
 AI9370
 AI9370                          STATION DESCRIPTION
 AI9370
 AI9370'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9370'THE STATION IS LOCATED IN SEA ISLE CITY ON THE NORTHWEST SIDE OF
 AI9370'LANDIS AVENUE, COUNTY ROAD 619.  TO REACH THE STATION FROM THE
 AI9370'INTERSECTION OF SEA ISLE BOULEVARD, COUNTY ROAD 625 AND AND THE GARDEN
 AI9370'STATE PARKWAY AT INTERCHANGE 17, GO SOUTHEAST ON COUNTY ROAD 625 FOR
 AI9370'2.4 MI (3.9 KM) TO THE INTERSECTION WITH LANDIS AVENUE, COUNTY ROAD
 AI9370'619.  TURN LEFT AND GO NORTHEAST ON LANDIS AVENUE FOR 0.4 MI (0.6 KM)
 AI9370'TO THE STATION ON THE LEFT, SET FLUSH IN THE TOP OF A TRAFFIC SIGNAL
 AI9370'ELECTRICAL JUNCTION BOX AT THE WEST CORNER OF THE INTERSECTION OF 33RD
 AI9370'STREET AND LANDIS AVENUE.  THE STATION IS 0.5 M (1.6 FT) NORTHWEST
 AI9370'FROM THE NORTHWEST CURB OF LANDIS AVENUE, 7.9 M (25.9 FT) SOUTHWEST
 AI9370'FROM THE SOUTHWEST CURBLINE EXTENDED OF 33RD STREET, 0.8 M (2.6 FT)
 AI9370'SOUTH FROM AN ALUMINUM POLE FOR A TRAFFIC SIGNAL, 2.4 M (7.9 FT) WEST
 AI9370'FROM AN STORM DRAIN INLET ON THE NORTHWEST SIDE OF LANDIS AVENUE AND
 AI9370'4.5 M (14.8 FT) SOUTHWEST FROM WOOD UTILITY POLE NUMBER 9987.
 AI9370
 AI9370                          STATION RECOVERY (2006)
 AI9370
 AI9370'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AI9370'HANDHELD COORDINATES ARE N39-09-38.64 W074-41-13.20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9403 ***********************************************************************
 AI9403  DESIGNATION -  5 T 11
 AI9403  PID         -  AI9403
 AI9403  STATE/COUNTY-  NJ/CAPE MAY
 AI9403  USGS QUAD   -  STONE HARBOR (1972)
 AI9403
 AI9403                         *CURRENT SURVEY CONTROL
 AI9403  ___________________________________________________________________
 AI9403* NAD 83(1986)-  39 00 50.     (N)    074 47 49.     (W)     SCALED    
 AI9403* NAVD 88     -         1.348  (meters)       4.42   (feet)  ADJUSTED  
 AI9403  ___________________________________________________________________
 AI9403  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 AI9403  DYNAMIC HT  -           1.347 (meters)       4.42  (feet)  COMP
 AI9403  MODELED GRAV-     980,054.9   (mgal)                       NAVD 88
 AI9403
 AI9403  VERT ORDER  -  FIRST     CLASS II
 AI9403
 AI9403.The horizontal coordinates were scaled from a topographic map and have
 AI9403.an estimated accuracy of +/- 6 seconds.
 AI9403
 AI9403.The orthometric height was determined by differential leveling
 AI9403.and adjusted by the National Geodetic Survey in March 2001..
 AI9403
 AI9403.The geoid height was determined by GEOID03.
 AI9403
 AI9403.The dynamic height is computed by dividing the NAVD 88
 AI9403.geopotential number by the normal gravity value computed on the
 AI9403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9403.degrees latitude (g = 980.6199 gals.).
 AI9403
 AI9403.The modeled gravity was interpolated from observed gravity values.
 AI9403
 AI9403;                    North         East    Units  Estimated Accuracy
 AI9403;SPC NJ       -    20,080.      124,280.      MT  (+/- 180 meters Scaled)
 AI9403
 AI9403                          SUPERSEDED SURVEY CONTROL
 AI9403
 AI9403.No superseded survey control is available for this station.
 AI9403
 AI9403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ175183(NAD 83)
 AI9403_MARKER: DD = SURVEY DISK
 AI9403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9403_STAMPING: 5 T 11 1998
 AI9403_MARK LOGO: NJGS  
 AI9403_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9403+STABILITY: SURFACE MOTION
 AI9403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9403+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1998
 AI9403
 AI9403  HISTORY     - Date     Condition        Report By
 AI9403  HISTORY     - 1998     MONUMENTED       NJGS
 AI9403  HISTORY     - 19980914 GOOD             NJGS
 AI9403
 AI9403                          STATION DESCRIPTION
 AI9403
 AI9403'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9403'THE STATION IS LOCATED IN THE CITY OF NORTH WILDWOOD ON THE NORTHEAST
 AI9403'SIDE OF STATE ROUTE 147, ALSO KNOWN AS SPRUCE ROAD, ABOUT 0.1 MI (0.2
 AI9403'KM) NORTHWEST FROM THE JUNCTION OF MARYLAND AVENUE.  THE STATION IS
 AI9403'SET FLUSH IN THE TOP OF A CONCRETE MONUMENT IN THE SIDEWALK AREA, IN
 AI9403'FRONT OF A FORMER GAS STATION, NOW AN ICE CREAM STORE.  THE STATION IS
 AI9403'2.75 M (9.02 FT) NORTHEAST FROM THE NORTHEAST CURB OF STATE ROUTE 147,
 AI9403'16.15 M (52.99 FT) SOUTH SOUTHWEST FROM THE SOUTHEAST CORNER OF HOUSE
 AI9403'NUMBER 425, A ONE STORY FRAME DWELLING, 1.35 M (4.43 FT) SOUTHWEST
 AI9403'FROM THE SOUTHWEST SIDE OF THE FORMER CONCRETE GAS PUMP ISLAND AND 5.8
 AI9403'M (19.0 FT) SOUTHEAST FROM POLE NUMBER BT1218 W5829.  THE STATION WAS
 AI9403'SET ON THE SLOPING SURFACE OF THE SIDEWALK.  HOWEVER, THE DATUM POINT
 AI9403'LEVELED TO WAS THE HIGH POINT OF THE DISK. NOTE--IT WAS DISCOVERED
 AI9403'THAT THIS MARK WAS A DUPLICATE, SO THE NJGS IS GOING TO STAMP THE DISK
 AI9403'5 T 11 INSTEAD OF 5 T 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9402 ***********************************************************************
 AI9402  DESIGNATION -  5 U 1
 AI9402  PID         -  AI9402
 AI9402  STATE/COUNTY-  NJ/CAPE MAY
 AI9402  USGS QUAD   -  STONE HARBOR (1972)
 AI9402
 AI9402                         *CURRENT SURVEY CONTROL
 AI9402  ___________________________________________________________________
 AI9402* NAD 83(1986)-  39 00 25.     (N)    074 47 30.     (W)     SCALED    
 AI9402* NAVD 88     -         1.862  (meters)       6.11   (feet)  ADJUSTED  
 AI9402  ___________________________________________________________________
 AI9402  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 AI9402  DYNAMIC HT  -           1.861 (meters)       6.11  (feet)  COMP
 AI9402  MODELED GRAV-     980,053.9   (mgal)                       NAVD 88
 AI9402
 AI9402  VERT ORDER  -  FIRST     CLASS II
 AI9402
 AI9402.The horizontal coordinates were scaled from a topographic map and have
 AI9402.an estimated accuracy of +/- 6 seconds.
 AI9402
 AI9402.The orthometric height was determined by differential leveling
 AI9402.and adjusted by the National Geodetic Survey in March 2001..
 AI9402
 AI9402.The geoid height was determined by GEOID03.
 AI9402
 AI9402.The dynamic height is computed by dividing the NAVD 88
 AI9402.geopotential number by the normal gravity value computed on the
 AI9402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9402.degrees latitude (g = 980.6199 gals.).
 AI9402
 AI9402.The modeled gravity was interpolated from observed gravity values.
 AI9402
 AI9402;                    North         East    Units  Estimated Accuracy
 AI9402;SPC NJ       -    19,310.      124,740.      MT  (+/- 180 meters Scaled)
 AI9402
 AI9402                          SUPERSEDED SURVEY CONTROL
 AI9402
 AI9402.No superseded survey control is available for this station.
 AI9402
 AI9402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ180175(NAD 83)
 AI9402_MARKER: DD = SURVEY DISK
 AI9402_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI9402+WITH SETTING: PAVEMENT
 AI9402_SP_SET: FLAG POLE BASE
 AI9402_STAMPING: 5 U 1 1998
 AI9402_MARK LOGO: NJGS  
 AI9402_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9402+STABILITY: SURFACE MOTION
 AI9402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9402+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI9402
 AI9402  HISTORY     - Date     Condition        Report By
 AI9402  HISTORY     - 1998     MONUMENTED       NJGS
 AI9402
 AI9402                          STATION DESCRIPTION
 AI9402
 AI9402'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9402'THE STATION IS LOCATED IN THE CITY OF NORTH WILDWOOD ON THE SOUTHEAST
 AI9402'SIDE OF CENTRAL AVENUE NEAR THE INTERSECTION OF CHESTNUT AVENUE, SET
 AI9402'FLUSH IN A DRILL HOLE IN THE NORTH CORNER OF THE FLAG POLE BASE AT THE
 AI9402'FORMER COAST GUARD STATION, NOW BEING USED AS THE NORTH WILDWOOD
 AI9402'STATION FOR THE MARINE BUREAU OF THE NEW JERSEY STATE POLICE.  THE
 AI9402'MARINE POLICE COMPLEX IS JUST NORTHEAST FROM THE HISTORIC HEREFORD
 AI9402'INLET LIGHTHOUSE ON CENTRAL AVENUE AND CHESTNUT AVENUE.  THE STATION
 AI9402'IS 12.3 M (40.4 FT) SOUTHEAST FROM THE SOUTHEAST CURB OF CENTRAL
 AI9402'AVENUE, 11.5 M (37.7 FT) NORTH NORTHEAST FROM THE NORTHWEST CORNER OF
 AI9402'THE PORCH LEADING TO THE POLICE HEADQUARTERS BUILDING AND 16.3 M (53.5
 AI9402'FT) SOUTH FROM POLE NUMBER BT 298NI W29732.  THE FLAG POLE BASE IS SET
 AI9402'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9401 ***********************************************************************
 AI9401  DESIGNATION -  5 V 1
 AI9401  PID         -  AI9401
 AI9401  STATE/COUNTY-  NJ/CAPE MAY
 AI9401  USGS QUAD   -  STONE HARBOR (1972)
 AI9401
 AI9401                         *CURRENT SURVEY CONTROL
 AI9401  ___________________________________________________________________
 AI9401* NAD 83(1986)-  39 00 04.     (N)    074 47 49.     (W)     SCALED    
 AI9401* NAVD 88     -         2.752  (meters)       9.03   (feet)  ADJUSTED  
 AI9401  ___________________________________________________________________
 AI9401  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 AI9401  DYNAMIC HT  -           2.750 (meters)       9.02  (feet)  COMP
 AI9401  MODELED GRAV-     980,053.2   (mgal)                       NAVD 88
 AI9401
 AI9401  VERT ORDER  -  FIRST     CLASS II
 AI9401
 AI9401.The horizontal coordinates were scaled from a topographic map and have
 AI9401.an estimated accuracy of +/- 6 seconds.
 AI9401
 AI9401.The orthometric height was determined by differential leveling
 AI9401.and adjusted by the National Geodetic Survey in March 2001..
 AI9401
 AI9401.The geoid height was determined by GEOID03.
 AI9401
 AI9401.The dynamic height is computed by dividing the NAVD 88
 AI9401.geopotential number by the normal gravity value computed on the
 AI9401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9401.degrees latitude (g = 980.6199 gals.).
 AI9401
 AI9401.The modeled gravity was interpolated from observed gravity values.
 AI9401
 AI9401;                    North         East    Units  Estimated Accuracy
 AI9401;SPC NJ       -    18,670.      124,280.      MT  (+/- 180 meters Scaled)
 AI9401
 AI9401                          SUPERSEDED SURVEY CONTROL
 AI9401
 AI9401.No superseded survey control is available for this station.
 AI9401
 AI9401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ175169(NAD 83)
 AI9401_MARKER: DD = SURVEY DISK
 AI9401_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI9401+WITH SETTING: PAVEMENT
 AI9401_SP_SET: FLAG POLE BASE
 AI9401_STAMPING: 5 V 1 1998
 AI9401_MARK LOGO: NJGS  
 AI9401_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9401+STABILITY: SURFACE MOTION
 AI9401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9401+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI9401
 AI9401  HISTORY     - Date     Condition        Report By
 AI9401  HISTORY     - 1998     MONUMENTED       NJGS
 AI9401
 AI9401                          STATION DESCRIPTION
 AI9401
 AI9401'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9401'THE STATION IS LOCATED IN THE CITY OF NORTH WILDWOOD ON THE SOUTHEAST
 AI9401'SIDE OF ATLANTIC AVENUE, SET FLUSH IN A DRILL HOLE IN THE NORTHWEST
 AI9401'CORNER OF THE FLAG POLE BASE IN FRONT OF THE NORTH WILDWOOD CITY HALL,
 AI9401'NUMBER 901, LOCATED BETWEEN 9TH AND 10TH AVENUES.  THE STATION IS 35.2
 AI9401'M (115.5 FT) SOUTHWEST FROM THE SOUTHWEST CURB OF 9TH AVENUE, 34.8 M
 AI9401'(114.2 FT) NORTHEAST FROM THE NORTHEAST CURB OF 10TH AVENUE AND 9.7 M
 AI9401'(31.8 FT) SOUTHEAST FROM THE SOUTHEAST CURB OF ATLANTIC AVENUE.  THE
 AI9401'STATION IS ABOUT 0.6 M (2.0 FT) ABOVE THE SIDEWALK LEADING TO THE
 AI9401'FRONT ENTRANCE TO CITY HALL.  THE STATION WAS SET ON A SLOPING
 AI9401'SURFACE.  HOWEVER, THE DATUM POINT LEVELED TO WAS THE HIGH POINT OF
 AI9401'THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9400 ***********************************************************************
 AI9400  DESIGNATION -  5 W 1
 AI9400  PID         -  AI9400
 AI9400  STATE/COUNTY-  NJ/CAPE MAY
 AI9400  USGS QUAD   -  WILDWOOD (1972)
 AI9400
 AI9400                         *CURRENT SURVEY CONTROL
 AI9400  ___________________________________________________________________
 AI9400* NAD 83(1986)-  38 59 33.     (N)    074 48 51.     (W)     SCALED    
 AI9400* NAVD 88     -         2.037  (meters)       6.68   (feet)  ADJUSTED  
 AI9400  ___________________________________________________________________
 AI9400  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 AI9400  DYNAMIC HT  -           2.036 (meters)       6.68  (feet)  COMP
 AI9400  MODELED GRAV-     980,052.7   (mgal)                       NAVD 88
 AI9400
 AI9400  VERT ORDER  -  FIRST     CLASS II
 AI9400
 AI9400.The horizontal coordinates were scaled from a topographic map and have
 AI9400.an estimated accuracy of +/- 6 seconds.
 AI9400
 AI9400.The orthometric height was determined by differential leveling
 AI9400.and adjusted by the National Geodetic Survey in March 2001..
 AI9400
 AI9400.The geoid height was determined by GEOID03.
 AI9400
 AI9400.The dynamic height is computed by dividing the NAVD 88
 AI9400.geopotential number by the normal gravity value computed on the
 AI9400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9400.degrees latitude (g = 980.6199 gals.).
 AI9400
 AI9400.The modeled gravity was interpolated from observed gravity values.
 AI9400
 AI9400;                    North         East    Units  Estimated Accuracy
 AI9400;SPC NJ       -    17,720.      122,790.      MT  (+/- 180 meters Scaled)
 AI9400
 AI9400                          SUPERSEDED SURVEY CONTROL
 AI9400
 AI9400.No superseded survey control is available for this station.
 AI9400
 AI9400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ160159(NAD 83)
 AI9400_MARKER: DD = SURVEY DISK
 AI9400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI9400_SP_SET: STANDPIPE FOUNDATION
 AI9400_STAMPING: 5 W 1 1998
 AI9400_MARK LOGO: NJGS  
 AI9400_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9400+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI9400
 AI9400  HISTORY     - Date     Condition        Report By
 AI9400  HISTORY     - 1998     MONUMENTED       NJGS
 AI9400
 AI9400                          STATION DESCRIPTION
 AI9400
 AI9400'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9400'THE STATION IS LOCATED IN THE CITY OF WILDWOOD ON THE NORTHWEST SIDE
 AI9400'OF NEW JERSEY AVENUE ON THE GROUNDS OF THE CITY OF WILDWOOD BUREAU OF
 AI9400'WATER COMPLEX, LOCATED BETWEEN PINE AND MAPLE AVENUES.  THE STATION IS
 AI9400'SET FLUSH IN A DRILL HOLE IN THE CONCRETE FOUNDATION AT THE SOUTHEAST
 AI9400'SIDE OF THE CITY OF WILDWOOD STANDPIPE.  THE STATON IS 10.0 M (32.8
 AI9400'FT) NORTHWEST FROM THE NORTHWEST CURB OF NEW JERSEY AVENUE, 15.0 M
 AI9400'(49.2 FT) SOUTHWEST FROM THE SOUTHWEST CURB OF MAPLE AVENUE AND 3.9 M
 AI9400'(12.8 FT) NORTHEAST FROM THE NORTHWEST END OF THE WROUGHT IRON FENCE
 AI9400'AGAINST THE SOUTHEAST SIDE OF THE STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6979 ***********************************************************************
 AM6979  DESIGNATION -  5 X 1
 AM6979  PID         -  AM6979
 AM6979  STATE/COUNTY-  NJ/CAPE MAY
 AM6979  USGS QUAD   -  MARMORA (1994)
 AM6979
 AM6979                         *CURRENT SURVEY CONTROL
 AM6979  ___________________________________________________________________
 AM6979* NAD 83(1986)-  39 15 43.     (N)    074 38 33.     (W)     SCALED    
 AM6979* NAVD 88     -         2.182  (meters)       7.16   (feet)  ADJUSTED  
 AM6979  ___________________________________________________________________
 AM6979  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 AM6979  DYNAMIC HT  -           2.181 (meters)       7.16  (feet)  COMP
 AM6979  MODELED GRAV-     980,095.6   (mgal)                       NAVD 88
 AM6979
 AM6979  VERT ORDER  -  FIRST     CLASS II
 AM6979
 AM6979.The horizontal coordinates were scaled from a topographic map and have
 AM6979.an estimated accuracy of +/- 6 seconds.
 AM6979
 AM6979.The orthometric height was determined by differential leveling
 AM6979.and adjusted by the National Geodetic Survey in March 2005..
 AM6979
 AM6979.The geoid height was determined by GEOID03.
 AM6979
 AM6979.The dynamic height is computed by dividing the NAVD 88
 AM6979.geopotential number by the normal gravity value computed on the
 AM6979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6979.degrees latitude (g = 980.6199 gals.).
 AM6979
 AM6979.The modeled gravity was interpolated from observed gravity values.
 AM6979
 AM6979;                    North         East    Units  Estimated Accuracy
 AM6979;SPC NJ       -    47,590.      137,700.      MT  (+/- 180 meters Scaled)
 AM6979
 AM6979                          SUPERSEDED SURVEY CONTROL
 AM6979
 AM6979.No superseded survey control is available for this station.
 AM6979
 AM6979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ308459(NAD 83)
 AM6979_MARKER: DD = SURVEY DISK
 AM6979_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AM6979+WITH SETTING: PAVEMENT
 AM6979_SP_SET: ELECTRICAL JUNCTION BOX
 AM6979_STAMPING: 5 X 1 2000
 AM6979_MARK LOGO: NJGS  
 AM6979_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM6979+STABILITY: SURFACE MOTION
 AM6979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6979+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AM6979
 AM6979  HISTORY     - Date     Condition        Report By
 AM6979  HISTORY     - 2000     MONUMENTED       NJGS
 AM6979  HISTORY     - 20060127 GOOD             GEOCAC
 AM6979
 AM6979                          STATION DESCRIPTION
 AM6979
 AM6979'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (FAC)
 AM6979'THE STATION IS LOCATED IN UPPER TOWNSHIP IN THE COMMUNITY OF MARMORA
 AM6979'ON THE NORTHEAST SIDE OF ROOSEVELT BOULEVARD, COUNTY ROAD 623, BETWEEN
 AM6979'THE BRIDGE CARRYING THE GARDEN STATE PARKWAY NORTHBOUND LANES OVER
 AM6979'COUNTY ROAD 623 AND THE RAMP LEADING TO THE GARDEN STATE PARKWAY
 AM6979'NORTHBOUND LANES AT INTERCHANGE 25.  THE STATION IS 21.0 M (68.9 FT)
 AM6979'SOUTHEAST FROM THE SOUTHEAST END OF THE CONCRETE PIER ON THE NORTH
 AM6979'SIDE OF ROOSEVELT BOULEVARD, 5.0 M (16.4 FT) NORTHEAST FROM THE
 AM6979'NORTHEAST EDGE OF PAVING OF ROOSEVELT BOULEVARD, 2.4 M (7.9 FT)
 AM6979'NORTHEAST FROM THE SOUTH FACE OF THE STEEL BEAM GUIDERAIL AND 31.0 M
 AM6979'(101.7 FT) NORTHWEST FROM A TRAFFIC SIGNAL AT THE ENTRANCE LEADING TO
 AM6979'THE GARDEN STATE PARKWAY NORTHBOUND LANES.  THE STATION IS SET FLUSH
 AM6979'IN A DRILL HOLE AT THE NORTHWEST SIDE OF A RECTANGULAR CONCRETE
 AM6979'ELECTRICAL JUNCTION BOX FOR A STREET LIGHT.
 AM6979
 AM6979                          STATION RECOVERY (2006)
 AM6979
 AM6979'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AM6979'HANDHELD COORDINATES ARE N39-15-42.78 W074-38-32.46.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6980 ***********************************************************************
 AM6980  DESIGNATION -  5 Y 1
 AM6980  PID         -  AM6980
 AM6980  STATE/COUNTY-  NJ/CAPE MAY
 AM6980  USGS QUAD   -  MARMORA (1994)
 AM6980
 AM6980                         *CURRENT SURVEY CONTROL
 AM6980  ___________________________________________________________________
 AM6980* NAD 83(1986)-  39 16 12.     (N)    074 38 36.     (W)     SCALED    
 AM6980* NAVD 88     -         7.350  (meters)      24.11   (feet)  ADJUSTED  
 AM6980  ___________________________________________________________________
 AM6980  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 AM6980  DYNAMIC HT  -           7.346 (meters)      24.10  (feet)  COMP
 AM6980  MODELED GRAV-     980,097.1   (mgal)                       NAVD 88
 AM6980
 AM6980  VERT ORDER  -  FIRST     CLASS II
 AM6980
 AM6980.The horizontal coordinates were scaled from a topographic map and have
 AM6980.an estimated accuracy of +/- 6 seconds.
 AM6980
 AM6980.The orthometric height was determined by differential leveling
 AM6980.and adjusted by the National Geodetic Survey in March 2005..
 AM6980
 AM6980.The geoid height was determined by GEOID03.
 AM6980
 AM6980.The dynamic height is computed by dividing the NAVD 88
 AM6980.geopotential number by the normal gravity value computed on the
 AM6980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6980.degrees latitude (g = 980.6199 gals.).
 AM6980
 AM6980.The modeled gravity was interpolated from observed gravity values.
 AM6980
 AM6980;                    North         East    Units  Estimated Accuracy
 AM6980;SPC NJ       -    48,480.      137,630.      MT  (+/- 180 meters Scaled)
 AM6980
 AM6980                          SUPERSEDED SURVEY CONTROL
 AM6980
 AM6980.No superseded survey control is available for this station.
 AM6980
 AM6980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ307468(NAD 83)
 AM6980_MARKER: DD = SURVEY DISK
 AM6980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM6980_STAMPING: 5 Y 1 2000
 AM6980_MARK LOGO: NJGS  
 AM6980_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM6980+STABILITY: SURFACE MOTION
 AM6980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6980+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2006
 AM6980
 AM6980  HISTORY     - Date     Condition        Report By
 AM6980  HISTORY     - 2000     MONUMENTED       NJGS
 AM6980  HISTORY     - 20060127 GOOD             GEOCAC
 AM6980
 AM6980                          STATION DESCRIPTION
 AM6980
 AM6980'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6980'THE STATION IS LOCATED IN UPPER TOWNSHIP ON THE NORTHWEST CORNER OF
 AM6980'THE INTERSECTION OF US HIGHWAY 9 AND TUCKAHOE ROAD, COUNTY ROAD 631A.
 AM6980'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 9 AND
 AM6980'ROOSEVELT BOULEVARD, COUNTY ROAD 623, GO NORTHEAST ON US HIGHWAY 9 FOR
 AM6980'0.4 MI (0.6 KM) WEST FROM THE CENTERLINE OF U.S.  HIGHWAY 9, 2.4 M
 AM6980'(7.9 FT) EAST FROM THE SOUTHEAST CORNER OF A CONCRETE HEADWALL FOR A
 AM6980'FIELD DRAIN, 2.3 M (7.5 FT) NORTHWEST FROM THE CENTER OF AN INLET IN
 AM6980'THE SOUTHBOUND LANES OF US HIGHWAY 9, 2.0 M (6.6 FT) NORTH FROM THE
 AM6980'CENTERLINE OF COUNTY ROAD 631A EXTENDED.
 AM6980
 AM6980                          STATION RECOVERY (2006)
 AM6980
 AM6980'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AM6980'TO REACH FROM THE INTERSECTION OF US HIGHWAY 9 AND COUNTY ROAD 623
 AM6980'ROOSEVELT BLVD, GO NORTHEAST ON US HIGHWAY 9 FOR 0.40 MILES TO THE
 AM6980'REVERSE Y INTERSECTION WITH COUNTY ROAD 631 OLD TUCKAHOE ROAD LEADING
 AM6980'SOUTHWEST AND THE STATION IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 AM6980'HANDHELD COORDINATES ARE N39-16-11.46 W074-38-36.36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6981 ***********************************************************************
 AM6981  DESIGNATION -  5 Z 1
 AM6981  PID         -  AM6981
 AM6981  STATE/COUNTY-  NJ/CAPE MAY
 AM6981  USGS QUAD   -  MARMORA (1994)
 AM6981
 AM6981                         *CURRENT SURVEY CONTROL
 AM6981  ___________________________________________________________________
 AM6981* NAD 83(1986)-  39 16 46.     (N)    074 38 01.     (W)     SCALED    
 AM6981* NAVD 88     -         7.595  (meters)      24.92   (feet)  ADJUSTED  
 AM6981  ___________________________________________________________________
 AM6981  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 AM6981  DYNAMIC HT  -           7.591 (meters)      24.90  (feet)  COMP
 AM6981  MODELED GRAV-     980,098.8   (mgal)                       NAVD 88
 AM6981
 AM6981  VERT ORDER  -  FIRST     CLASS II
 AM6981
 AM6981.The horizontal coordinates were scaled from a topographic map and have
 AM6981.an estimated accuracy of +/- 6 seconds.
 AM6981
 AM6981.The orthometric height was determined by differential leveling
 AM6981.and adjusted by the National Geodetic Survey in March 2005..
 AM6981
 AM6981.The geoid height was determined by GEOID03.
 AM6981
 AM6981.The dynamic height is computed by dividing the NAVD 88
 AM6981.geopotential number by the normal gravity value computed on the
 AM6981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6981.degrees latitude (g = 980.6199 gals.).
 AM6981
 AM6981.The modeled gravity was interpolated from observed gravity values.
 AM6981
 AM6981;                    North         East    Units  Estimated Accuracy
 AM6981;SPC NJ       -    49,530.      138,470.      MT  (+/- 180 meters Scaled)
 AM6981
 AM6981                          SUPERSEDED SURVEY CONTROL
 AM6981
 AM6981.No superseded survey control is available for this station.
 AM6981
 AM6981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ316478(NAD 83)
 AM6981_MARKER: DD = SURVEY DISK
 AM6981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM6981_STAMPING: 5 Z 1 2000
 AM6981_MARK LOGO: NJGS  
 AM6981_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM6981+STABILITY: SURFACE MOTION
 AM6981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6981+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AM6981
 AM6981  HISTORY     - Date     Condition        Report By
 AM6981  HISTORY     - 2000     MONUMENTED       NJGS
 AM6981
 AM6981                          STATION DESCRIPTION
 AM6981
 AM6981'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6981'THE STATION IS LOCATED IN UPPER TOWNSHIP ON THE NORTHWEST CORNER OF
 AM6981'THE INTERSECTION OF U.S.  HIGHWAY 9 AND HERITAGE DRIVE.  TO REACH THE
 AM6981'STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 9 AND ROOSEVELT
 AM6981'BOULEVARD, COUNTY ROAD 623 IN MARMORA, GO 1.25 MI (2.01 KM) NORTH
 AM6981'NORTHEAST ON U.S.  HIGHWAY 9 TO THE STATION ON THE LEFT.  THE STATION
 AM6981'IS 2.0 M (6.6 FT) WEST FROM A SIGN FOR MILEPOINT 30 WITH WITNESS SIGN
 AM6981'ATTACHED ON THE SOUTHBOUND SIDE OF U.S.  HIGHWAY 9, 10.3 M (33.8 FT)
 AM6981'NORTHEAST FROM THE CENTERLINE OF HERITAGE DRIVE, 11.0 M (36.1 FT)
 AM6981'NORTHWEST FROM THE CENTERLINE OF U.S.  HIGHWAY 9 AND 23.3 M (76.4 FT)
 AM6981'SOUTHWEST FROM THE SOUTHEAST CORNER OF A TWO AND ONE HALF STORY FRAME
 AM6981'DWELLING, HOUSE NUMBER 604.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0674 ***********************************************************************
 KV0674  DESIGNATION -  501
 KV0674  PID         -  KV0674
 KV0674  STATE/COUNTY-  NJ/ESSEX
 KV0674  USGS QUAD   -  ROSELLE (1995)
 KV0674
 KV0674                         *CURRENT SURVEY CONTROL
 KV0674  ___________________________________________________________________
 KV0674* NAD 83(1996)-  40 43 21.19072(N)    074 17 47.64988(W)     ADJUSTED  
 KV0674* NAVD 88     -        42.355  (meters)     138.96   (feet)  ADJUSTED  
 KV0674  ___________________________________________________________________
 KV0674  X           -   1,310,189.684 (meters)                     COMP
 KV0674  Y           -  -4,660,077.147 (meters)                     COMP
 KV0674  Z           -   4,139,127.462 (meters)                     COMP
 KV0674  LAPLACE CORR-           4.77  (seconds)                    DEFLEC99
 KV0674  ELLIP HEIGHT-           9.72  (meters)          (10/23/02) GPS OBS
 KV0674  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KV0674  DYNAMIC HT  -          42.337 (meters)     138.90  (feet)  COMP
 KV0674  MODELED GRAV-     980,198.8   (mgal)                       NAVD 88
 KV0674
 KV0674  HORZ ORDER  -  FIRST
 KV0674  VERT ORDER  -  SECOND    CLASS 0
 KV0674  ELLP ORDER  -  FOURTH    CLASS I
 KV0674
 KV0674.The horizontal coordinates were established by GPS observations
 KV0674.and adjusted by the National Geodetic Survey in May 1999..
 KV0674
 KV0674.The orthometric height was determined by differential leveling
 KV0674.and adjusted by the National Geodetic Survey in June 1991..
 KV0674
 KV0674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0674
 KV0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0674
 KV0674.The ellipsoidal height was determined by GPS observations
 KV0674.and is referenced to NAD 83.
 KV0674
 KV0674.The geoid height was determined by GEOID03.
 KV0674
 KV0674.The dynamic height is computed by dividing the NAVD 88
 KV0674.geopotential number by the normal gravity value computed on the
 KV0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0674.degrees latitude (g = 980.6199 gals.).
 KV0674
 KV0674.The modeled gravity was interpolated from observed gravity values.
 KV0674
 KV0674;                    North         East     Units Scale Factor Converg.
 KV0674;SPC NJ       -   209,759.717   167,185.526   MT  0.99990363   +0 07 57.8
 KV0674;SPC NJ       -   688,186.67    548,507.85   sFT  0.99990363   +0 07 57.8
 KV0674;UTM  18      - 4,508,196.474   559,407.191   MT  0.99964344   +0 27 32.1
 KV0674
 KV0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0674!SPC NJ       -   0.99999848  x   0.99990363  =   0.99990211
 KV0674!UTM  18      -   0.99999848  x   0.99964344  =   0.99964192
 KV0674
 KV0674                          SUPERSEDED SURVEY CONTROL
 KV0674
 KV0674  ELLIP H (05/14/99)    9.74   (m)                       GP(       ) 4 1
 KV0674  NAD 83(1996)-  40 43 21.19025(N)    074 17 47.65037(W) AD(       ) 1
 KV0674  NAD 83(1986)-  40 43 21.18948(N)    074 17 47.65163(W) AD(       ) 1
 KV0674  NAVD 88 (11/16/93)   42.36   (m)          139.0    (f) LEVELING    3  
 KV0674  NGVD 29 (??/??/??)   42.666  (m)          139.98   (f) ADJUSTED    2 0
 KV0674
 KV0674.Superseded values are not recommended for survey control.
 KV0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0674.See file dsdata.txt to determine how the superseded data were derived.
 KV0674
 KV0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5940708196(NAD 83)
 KV0674_MARKER: DD = SURVEY DISK
 KV0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0674_STAMPING: 501 139.980
 KV0674_MARK LOGO: NJGS  
 KV0674_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0674+STABILITY: SURFACE MOTION
 KV0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0674+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 KV0674
 KV0674  HISTORY     - Date     Condition        Report By
 KV0674  HISTORY     - 1935     MONUMENTED       NJGS
 KV0674  HISTORY     - 1935     GOOD             CGS
 KV0674  HISTORY     - 1973     GOOD             USGS
 KV0674  HISTORY     - 1988     GOOD             USPSQD
 KV0674  HISTORY     - 19900103 GOOD             NJGS
 KV0674  HISTORY     - 19920814 GOOD             NJGS
 KV0674  HISTORY     - 19921030 GOOD             NJGS
 KV0674  HISTORY     - 20030403 GOOD             JCLS
 KV0674  HISTORY     - 20050315 GOOD             INDIV
 KV0674
 KV0674                          STATION DESCRIPTION
 KV0674
 KV0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0674'AT MILLBURN.
 KV0674'AT MILLBURN, ESSEX COUNTY, IN MILLBURN TOWNSHIP, ON MILLBURN
 KV0674'AVENUE, AT THE INTERSECTION OF WALNUT AVENUE, AT THE NORTHEAST
 KV0674'CORNER OF THE STREET ISLAND, 3.5 FEET SOUTHWEST OF A CROSS CUT
 KV0674'ON THE TOP OF THE SIDEWALK, AND 1.5 FEET NORTHWEST OF A
 KV0674'MONEL-METAL RIVET IN THE TOP OF THE SOUTHEAST CURB.  A STATE
 KV0674'SURVEY STANDARD DISK, STAMPED 501 AND SET IN THE TOP OF A CONCRETE
 KV0674'POST.
 KV0674
 KV0674                          STATION RECOVERY (1973)
 KV0674
 KV0674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 KV0674'RECOVERED IN GOOD CONDITION.
 KV0674
 KV0674                          STATION RECOVERY (1988)
 KV0674
 KV0674'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 KV0674'RECOVERED IN GOOD CONDITION.
 KV0674
 KV0674                          STATION RECOVERY (1990)
 KV0674
 KV0674'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV0674'THE STATION IS LOCATED IN MILLBURN TOWNSHIP, AT THE NORTHEAST CORNER
 KV0674'OF THE TRIANGULAR SHAPED TRAFFIC ISLAND AT THE JUNCTION OF MILLBURN
 KV0674'AVENUE, COUNTY ROAD 575, AND WALNUT AVENUE, IN MILLBURN.  TO REACH
 KV0674'THE STATION FROM THE JUNCTION OF VAUXHALL ROAD AND INTERSTATE HIGHWAY
 KV0674'I 78, IN UNIONVILLE, GO 1.2 KM (0.75 MI) NORTHWEST ON VAUXHALL ROAD,
 KV0674'CROSSING THE UNION, ESSEX COUNTY LINE, TO THE JUNCTION WITH MILLBURN
 KV0674'AVENUE, COUNTY ROAD 575, TURN LEFT AND GO 0.48 KM (0.30 MI) WEST ON
 KV0674'MILLBURN AVENUE TO THE JUNCTION WITH WALNUT AVENUE AND THE STATION ON
 KV0674'THE LEFT.  TO REACH THE STATION FROM THE JUNCTION OF MILLBURN AVENUE
 KV0674'AND MAIN STREET, COUNTY ROAD 577, IN MILLBURN, GO 1.12 KM (0.70 MI)
 KV0674'EAST ON MILLBURN AVENUE TO THE STATION ON THE RIGHT.  IT IS 0.35 M
 KV0674'(1.15 FT) NORTH OF THE WALNUT AVENUE CURBLINE, 0.65 M (2.13 FT)
 KV0674'SOUTHWEST OF THE MILLBURN AVENUE CURBLINE, 0.65 M (2.13 FT) WEST OF
 KV0674'THE EAST ISLAND NOSE, 12.35 M (40.52 FT) SOUTHEAST OF THE NORTHWEST
 KV0674'ISLAND NOSE, 10.1 M (33.14 FT) EAST OF THE WEST ISLAND NOSE AND 6.05
 KV0674'M (19.85 FT) SOUTHEAST OF POLE BT 773 MLN.  THE STATION IS FLUSH IN
 KV0674'THE SIDEWALK.
 KV0674
 KV0674                          STATION RECOVERY (1992)
 KV0674
 KV0674'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV0674'RECOVERED IN GOOD CONDITION.
 KV0674
 KV0674                          STATION RECOVERY (1992)
 KV0674
 KV0674'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV0674'RECOVERED IN GOOD CONDITION.
 KV0674
 KV0674                          STATION RECOVERY (2003)
 KV0674
 KV0674'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 KV0674'RECOVERED IN GOOD CONDITION.
 KV0674
 KV0674                          STATION RECOVERY (2005)
 KV0674
 KV0674'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (LUD)
 KV0674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2292 ***********************************************************************
 JU2292  DESIGNATION -  5028 NJGS
 JU2292  PID         -  JU2292
 JU2292  STATE/COUNTY-  NJ/CUMBERLAND
 JU2292  USGS QUAD   -  PORT ELIZABETH (1994)
 JU2292
 JU2292                         *CURRENT SURVEY CONTROL
 JU2292  ___________________________________________________________________
 JU2292* NAD 83(1986)-  39 17 24.     (N)    074 58 07.     (W)     SCALED    
 JU2292* NAVD 88     -         2.623  (meters)       8.61   (feet)  ADJUSTED  
 JU2292  ___________________________________________________________________
 JU2292  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 JU2292  DYNAMIC HT  -           2.621 (meters)       8.60  (feet)  COMP
 JU2292  MODELED GRAV-     980,104.5   (mgal)                       NAVD 88
 JU2292
 JU2292  VERT ORDER  -  FIRST     CLASS II
 JU2292
 JU2292.The horizontal coordinates were scaled from a topographic map and have
 JU2292.an estimated accuracy of +/- 6 seconds.
 JU2292
 JU2292.The orthometric height was determined by differential leveling
 JU2292.and adjusted by the National Geodetic Survey in June 1991..
 JU2292
 JU2292.The geoid height was determined by GEOID03.
 JU2292
 JU2292.The dynamic height is computed by dividing the NAVD 88
 JU2292.geopotential number by the normal gravity value computed on the
 JU2292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2292.degrees latitude (g = 980.6199 gals.).
 JU2292
 JU2292.The modeled gravity was interpolated from observed gravity values.
 JU2292
 JU2292;                    North         East    Units  Estimated Accuracy
 JU2292;SPC NJ       -    50,800.      109,580.      MT  (+/- 180 meters Scaled)
 JU2292
 JU2292                          SUPERSEDED SURVEY CONTROL
 JU2292
 JU2292  NGVD 29 (01/10/92)    2.975  (m)            9.76   (f) ADJUSTED    1 2
 JU2292
 JU2292.Superseded values are not recommended for survey control.
 JU2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2292.See file dsdata.txt to determine how the superseded data were derived.
 JU2292
 JU2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ027489(NAD 83)
 JU2292_MARKER: DB = BENCH MARK DISK
 JU2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2292_SP_SET: CONCRETE POST
 JU2292_STAMPING: 5028
 JU2292_PROJECTION: RECESSED 30 CENTIMETERS
 JU2292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2292+STABILITY: SURFACE MOTION
 JU2292
 JU2292  HISTORY     - Date     Condition        Report By
 JU2292  HISTORY     - UNK      MONUMENTED       NJGS
 JU2292  HISTORY     - 1979     GOOD             NGS
 JU2292
 JU2292                          STATION DESCRIPTION
 JU2292
 JU2292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2292'1.45 MI SE FROM PORT ELIZABETH.
 JU2292'1.45 MILES SOUTHEAST ALONG STATE ROUTE 47 FROM THE VOLUNTEER FIRE
 JU2292'DEPARTMENT IN PORT ELIZABETH, AT THE JUNCTION OF STATE ROUTE 548,
 JU2292'34 FEET SOUTHEAST OF THE CENTER LINE OF ROUTE 548, 29 FEET NORTHEAST
 JU2292'OF THE CENTER LINE OF ROUTE 47, 4 FEET NORTH OF A METAL POLE
 JU2292'SUPPORTING TRAFFIC LIGHT, AND 6 FEET NORTHWEST OF THE CENTER OF
 JU2292'A 2-FOOT MAN HOLE COVER.  A USC AND GS AND STATE SURVEY DISK.
 JU2292'THE MARK IS 1 FT  W FROM A WITNESS POST.
 JU2292'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2299 ***********************************************************************
 JU2299  DESIGNATION -  5029
 JU2299  PID         -  JU2299
 JU2299  STATE/COUNTY-  NJ/CUMBERLAND
 JU2299  USGS QUAD   -  PORT ELIZABETH (1994)
 JU2299
 JU2299                         *CURRENT SURVEY CONTROL
 JU2299  ___________________________________________________________________
 JU2299* NAD 83(1986)-  39 17 08.     (N)    074 57 54.     (W)     SCALED    
 JU2299* NAVD 88     -         3.075  (meters)      10.09   (feet)  ADJUSTED  
 JU2299  ___________________________________________________________________
 JU2299  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 JU2299  DYNAMIC HT  -           3.073 (meters)      10.08  (feet)  COMP
 JU2299  MODELED GRAV-     980,103.6   (mgal)                       NAVD 88
 JU2299
 JU2299  VERT ORDER  -  FIRST     CLASS II
 JU2299
 JU2299.The horizontal coordinates were scaled from a topographic map and have
 JU2299.an estimated accuracy of +/- 6 seconds.
 JU2299
 JU2299.The orthometric height was determined by differential leveling
 JU2299.and adjusted by the National Geodetic Survey in March 2001..
 JU2299.No vertical observational check was made to the station.
 JU2299
 JU2299.The geoid height was determined by GEOID03.
 JU2299
 JU2299.The dynamic height is computed by dividing the NAVD 88
 JU2299.geopotential number by the normal gravity value computed on the
 JU2299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2299.degrees latitude (g = 980.6199 gals.).
 JU2299
 JU2299.The modeled gravity was interpolated from observed gravity values.
 JU2299
 JU2299;                    North         East    Units  Estimated Accuracy
 JU2299;SPC NJ       -    50,300.      109,890.      MT  (+/- 180 meters Scaled)
 JU2299
 JU2299                          SUPERSEDED SURVEY CONTROL
 JU2299
 JU2299  NAVD 88 (06/15/91)    3.077  (m)           10.10   (f) UNKNOWN     1 2
 JU2299  NGVD 29 (01/10/92)    3.430  (m)           11.25   (f) ADJUSTED    1 2
 JU2299
 JU2299.Superseded values are not recommended for survey control.
 JU2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2299.See file dsdata.txt to determine how the superseded data were derived.
 JU2299
 JU2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ030484(NAD 83)
 JU2299_MARKER: DD = SURVEY DISK
 JU2299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2299_SP_SET: CONCRETE POST
 JU2299_STAMPING: 5029
 JU2299_MARK LOGO: CGS+SS
 JU2299_PROJECTION: RECESSED 30 CENTIMETERS
 JU2299_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2299+STABILITY: SURFACE MOTION
 JU2299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2299+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1998
 JU2299
 JU2299  HISTORY     - Date     Condition        Report By
 JU2299  HISTORY     - 1936     MONUMENTED       NJGS
 JU2299  HISTORY     - 1979     POOR             NGS
 JU2299  HISTORY     - 19980218 GOOD             NJGS
 JU2299
 JU2299                          STATION DESCRIPTION
 JU2299
 JU2299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2299'1.8 MI SE FROM PORT ELIZABETH.
 JU2299'1.8 MILES SOUTHEAST ALONG STATE ROUTE 47 FROM THE VOLUNTEER FIRE
 JU2299'DEPARTMENT IN PORT ELIZABETH, AT THE JUNCTION OF A FORKED DIRT ROAD,
 JU2299'LEADING EAST, BETWEEN THE TWO FORKS, 27.5 FEET NORTHEAST OF THE
 JU2299'CENTER LINE OF THE HIGHWAY, 22 FEET NORTHWEST OF POWER POLE NUMBER
 JU2299'BT 210 AND L 15 WITH A STREET LAMP, 20 FEET NORTHWEST OF THE MOST
 JU2299'WESTERLY OF TWO METAL SUPORTS FOR A ROAD SIGN GIVING DIRECTIONS
 JU2299'TO LEESBURG AND DORCHESTER, 16 FEET NORTH OF A 36 INCH OAK TREE,
 JU2299'2.2 FEET SOUTHWEST OF BENCH MARK W 78. NOTE-MARK APPEARS TO STILL
 JU2299'BE STABLE BUT LARGE PIECE OF CONCRETE HAS BEEN KNOCKED OFF IT.
 JU2299'A USC AND GS AND STATE SURVEY DISK.
 JU2299'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 JU2299'THE MARK IS 1 FT BELOW HIGHWAY.
 JU2299
 JU2299                          STATION RECOVERY (1998)
 JU2299
 JU2299'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (JVS)
 JU2299'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE STAMPING ON TH
 JU2299'DISK IS 3029 INSTEAD OF 5029.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0988 ***********************************************************************
 KV0988  DESIGNATION -  51 PRR
 KV0988  PID         -  KV0988
 KV0988  STATE/COUNTY-  NJ/MERCER
 KV0988  USGS QUAD   -  PRINCETON (1981)
 KV0988
 KV0988                         *CURRENT SURVEY CONTROL
 KV0988  ___________________________________________________________________
 KV0988* NAD 83(1986)-  40 16 51.     (N)    074 40 08.     (W)     SCALED    
 KV0988* NAVD 88     -        20.983  (meters)      68.84   (feet)  POSTED    
 KV0988  ___________________________________________________________________
 KV0988  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KV0988  DYNAMIC HT  -          20.970 (meters)      68.80  (feet)  COMP
 KV0988  MODELED GRAV-     980,176.6   (mgal)                       NAVD 88
 KV0988
 KV0988  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KV0988
 KV0988.The horizontal coordinates were scaled from a topographic map and have
 KV0988.an estimated accuracy of +/- 6 seconds.
 KV0988
 KV0988.The orthometric height was determined by differential leveling
 KV0988.and adjusted by the National Geodetic Survey in 1992..
 KV0988.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KV0988.rate of 0.0 thru 1.0 mm/km.
 KV0988
 KV0988.The geoid height was determined by GEOID03.
 KV0988
 KV0988.The dynamic height is computed by dividing the NAVD 88
 KV0988.geopotential number by the normal gravity value computed on the
 KV0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0988.degrees latitude (g = 980.6199 gals.).
 KV0988
 KV0988.The modeled gravity was interpolated from observed gravity values.
 KV0988
 KV0988;                    North         East    Units  Estimated Accuracy
 KV0988;SPC NJ       -   160,710.      135,640.      MT  (+/- 180 meters Scaled)
 KV0988
 KV0988                          SUPERSEDED SURVEY CONTROL
 KV0988
 KV0988  NGVD 29 (??/??/??)   21.316  (m)           69.93   (f) ADJUSTED    1 2
 KV0988
 KV0988.Superseded values are not recommended for survey control.
 KV0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0988.See file dsdata.txt to determine how the superseded data were derived.
 KV0988
 KV0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK281589(NAD 83)
 KV0988_MARKER: Q = CHISELED SQUARE
 KV0988_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0988_SP_SET: CULVERT
 KV0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0988
 KV0988  HISTORY     - Date     Condition        Report By
 KV0988  HISTORY     - 1924     MONUMENTED       PRR
 KV0988  HISTORY     - 1956     MARK NOT FOUND   CGS
 KV0988
 KV0988                          STATION DESCRIPTION
 KV0988
 KV0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0988'0.8 MI E FROM LAWRENCE.
 KV0988'ABOUT 3/4 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM LAWRENCE,
 KV0988'MERCER COUNTY, AT A CULVERT, ON THE NORTH END OF THE EAST ABUTMENT,
 KV0988'AND ON THE NORTH SIDE OF THE TRACK.  A CHISELED SQUARE.  NOTE-- A
 KV0988'CULVERT WAS LOCATED IN THE LOCALITY BUT THE HEAD WALL WAS
 KV0988'DAMAGED TO SUCH AN EXTENT THAT THE CHISELED SQUARE COULD NOT BE
 KV0988'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6801 ***********************************************************************
 KV6801  DESIGNATION -  5109
 KV6801  PID         -  KV6801
 KV6801  STATE/COUNTY-  NJ/MERCER
 KV6801  USGS QUAD   -  PENNINGTON (1995)
 KV6801
 KV6801                         *CURRENT SURVEY CONTROL
 KV6801  ___________________________________________________________________
 KV6801* NAD 83(1996)-  40 18 28.96668(N)    074 47 12.09273(W)     ADJUSTED  
 KV6801* NAVD 88     -        59.9    (meters)     197.     (feet)  GPS OBS   
 KV6801  ___________________________________________________________________
 KV6801  X           -   1,278,128.898 (meters)                     COMP
 KV6801  Y           -  -4,699,981.165 (meters)                     COMP
 KV6801  Z           -   4,104,145.768 (meters)                     COMP
 KV6801  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 KV6801  ELLIP HEIGHT-          26.42  (meters)          (10/23/02) GPS OBS
 KV6801  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KV6801
 KV6801  HORZ ORDER  -  FIRST
 KV6801  ELLP ORDER  -  FOURTH    CLASS I
 KV6801
 KV6801.The horizontal coordinates were established by GPS observations
 KV6801.and adjusted by the National Geodetic Survey in May 1999..
 KV6801
 KV6801.The orthometric height was determined by GPS observations and a
 KV6801.high-resolution geoid model.
 KV6801
 KV6801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6801
 KV6801.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6801
 KV6801.The ellipsoidal height was determined by GPS observations
 KV6801.and is referenced to NAD 83.
 KV6801
 KV6801.The geoid height was determined by GEOID03.
 KV6801
 KV6801;                    North         East     Units Scale Factor Converg.
 KV6801;SPC NJ       -   163,755.148   125,631.014   MT  0.99990731   -0 11 07.7
 KV6801;SPC NJ       -   537,253.35    412,174.42   sFT  0.99990731   -0 11 07.7
 KV6801;SPC PA S     -   112,452.799   851,850.808   MT  0.99996258   +1 55 21.3
 KV6801;SPC PA S     -   368,938.89  2,794,780.53   sFT  0.99996258   +1 55 21.3
 KV6801;UTM  18      - 4,461,970.084   518,125.795   MT  0.99960404   +0 08 16.8
 KV6801
 KV6801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6801!SPC NJ       -   0.99999586  x   0.99990731  =   0.99990317
 KV6801!SPC PA S     -   0.99999586  x   0.99996258  =   0.99995844
 KV6801!UTM  18      -   0.99999586  x   0.99960404  =   0.99959990
 KV6801
 KV6801                          SUPERSEDED SURVEY CONTROL
 KV6801
 KV6801  ELLIP H (05/14/99)   26.44   (m)                       GP(       ) 4 1
 KV6801  NAD 83(1986)-  40 18 28.96531(N)    074 47 12.09480(W) AD(       ) 1
 KV6801  NGVD 29 (09/20/93)   60.2    (m)          198.     (f) GPS OBS        
 KV6801
 KV6801.Superseded values are not recommended for survey control.
 KV6801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6801.See file dsdata.txt to determine how the superseded data were derived.
 KV6801
 KV6801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1812661970(NAD 83)
 KV6801_MARKER: DD = SURVEY DISK
 KV6801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6801_SP_SET: CONCRETE POST
 KV6801_STAMPING: 5109
 KV6801_MARK LOGO: NJGS  
 KV6801_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6801+STABILITY: SURFACE MOTION
 KV6801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6801+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1993
 KV6801
 KV6801  HISTORY     - Date     Condition        Report By
 KV6801  HISTORY     - 1940     MONUMENTED       NJGS
 KV6801  HISTORY     - 19900412 GOOD             NJGS
 KV6801  HISTORY     - 19930505 GOOD             NJGS
 KV6801  HISTORY     - 20051125 POOR             USPSQD
 KV6801
 KV6801                          STATION DESCRIPTION
 KV6801
 KV6801'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6801'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP IN THE TRAFFIC CIRCLE AT
 KV6801'THE JUNCTION OF STATE HIGHWAY 31 AND COUNTY ROAD 546.  TO REACH THE
 KV6801'STATION FROM THE JUNCTION OF STATE HIGHWAY 31 AND INTERSTATE HIGHWAY
 KV6801'95, GO 2.08 KM (1.30 MI) NORTH ON STATE HIGHWAY 31 TO THE CIRCLE.
 KV6801'THE STATION, IN THE APPROXIMATE CENTERLINES OF COUNTY ROAD 546 AND
 KV6801'STATE HIGHWAY 31, NORTH OF THE CIRCLE, IS 9.4 M (30.8 FT) EAST
 KV6801'SOUTHEAST OF GUY POLE E64609HW, 18.85 M (61.84 FT) WEST NORTHWEST OF
 KV6801'GUY POLE 65492, 20.7 M (67.9 FT) EAST OF A 24 INCH ELM TREE AND  38.0
 KV6801'M (124.7 FT) NORTH NORTHWEST OF A 24 INCH ELM TREE.  THE STATION IS
 KV6801'SET 0.05 M (0.16 FT) BELOW THE GROUND.
 KV6801
 KV6801                          STATION RECOVERY (1993)
 KV6801
 KV6801'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6801'RECOVERED IN GOOD CONDITION.
 KV6801
 KV6801                          STATION RECOVERY (2005)
 KV6801
 KV6801'RECOVERY NOTE BY US POWER SQUADRON 2005 (RRL)
 KV6801'MARK IS BARELY READABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6036 ***********************************************************************
 KV6036  DESIGNATION -  5129
 KV6036  PID         -  KV6036
 KV6036  STATE/COUNTY-  NJ/MERCER
 KV6036  USGS QUAD   -  TRENTON WEST (1995)
 KV6036
 KV6036                         *CURRENT SURVEY CONTROL
 KV6036  ___________________________________________________________________
 KV6036* NAD 83(1986)-  40 13 49.     (N)    074 47 15.     (W)     SCALED    
 KV6036* NAVD 88     -        10.998  (meters)      36.08   (feet)  ADJUSTED  
 KV6036  ___________________________________________________________________
 KV6036  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KV6036  DYNAMIC HT  -          10.993 (meters)      36.07  (feet)  COMP
 KV6036  MODELED GRAV-     980,172.2   (mgal)                       NAVD 88
 KV6036
 KV6036  VERT ORDER  -  FIRST     CLASS I
 KV6036
 KV6036.The horizontal coordinates were scaled from a topographic map and have
 KV6036.an estimated accuracy of +/- 6 seconds.
 KV6036
 KV6036.The orthometric height was determined by differential leveling
 KV6036.and adjusted by the National Geodetic Survey in June 1991..
 KV6036
 KV6036.The geoid height was determined by GEOID03.
 KV6036
 KV6036.The dynamic height is computed by dividing the NAVD 88
 KV6036.geopotential number by the normal gravity value computed on the
 KV6036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6036.degrees latitude (g = 980.6199 gals.).
 KV6036
 KV6036.The modeled gravity was interpolated from observed gravity values.
 KV6036
 KV6036;                    North         East    Units  Estimated Accuracy
 KV6036;SPC NJ       -   155,120.      125,530.      MT  (+/- 180 meters Scaled)
 KV6036
 KV6036                          SUPERSEDED SURVEY CONTROL
 KV6036
 KV6036  NGVD 29 (01/10/92)   11.311  (m)           37.11   (f) ADJUSTED    1 1
 KV6036
 KV6036.Superseded values are not recommended for survey control.
 KV6036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6036.See file dsdata.txt to determine how the superseded data were derived.
 KV6036
 KV6036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK180533(NAD 83)
 KV6036_MARKER: DD = SURVEY DISK
 KV6036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6036_SP_SET: CONCRETE POST
 KV6036_STAMPING: 5129
 KV6036_MARK LOGO: NJGS  
 KV6036_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6036+STABILITY: SURFACE MOTION
 KV6036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6036+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1988
 KV6036
 KV6036  HISTORY     - Date     Condition        Report By
 KV6036  HISTORY     - 1940     MONUMENTED       NJGS
 KV6036  HISTORY     - 19881211 GOOD             NJGS
 KV6036
 KV6036                          STATION DESCRIPTION
 KV6036
 KV6036'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6036'IN TRENTON, 0.08 KM (0.05 MI) NORTHWEST ON WEST STATE STREET FROM ITS
 KV6036'INTERSECTION WITH OVERBROOK AVENUE, SET IN BETWEEN THE CURB AND
 KV6036'SIDEWALK ON THE NORTHEAST SIDE OF WEST STATE STREET, 2.7 M (8.9 FT)
 KV6036'NORTHEAST OF THE NORTH CURB OF WEST STATE STREET, 7.5 M (24.6 FT)
 KV6036'NORTHWEST OF A GAS VALVE, 20.2 M (66.3 FT) SOUTHWEST OF THE SOUTHWEST
 KV6036'CORNER OF HOUSE NUMBER 826, 21.8 M (71.5 FT) SOUTHEAST OF THE
 KV6036'SOUTHWEST CORNER OF THE SAME HOUSE, 10.6 M (34.8 FT) NORTHEAST OF POLE
 KV6036'NUMBER 67372TN, SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1103 ***********************************************************************
 KV1103  DESIGNATION -  5141
 KV1103  PID         -  KV1103
 KV1103  STATE/COUNTY-  NJ/MERCER
 KV1103  USGS QUAD   -  PENNINGTON (1995)
 KV1103
 KV1103                         *CURRENT SURVEY CONTROL
 KV1103  ___________________________________________________________________
 KV1103* NAD 83(1986)-  40 16 25.     (N)    074 51 09.     (W)     SCALED    
 KV1103* NAVD 88     -        19.716  (meters)      64.68   (feet)  ADJUSTED  
 KV1103  ___________________________________________________________________
 KV1103  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KV1103  DYNAMIC HT  -          19.707 (meters)      64.66  (feet)  COMP
 KV1103  MODELED GRAV-     980,157.5   (mgal)                       NAVD 88
 KV1103
 KV1103  VERT ORDER  -  FIRST     CLASS I
 KV1103
 KV1103.The horizontal coordinates were scaled from a topographic map and have
 KV1103.an estimated accuracy of +/- 6 seconds.
 KV1103
 KV1103.The orthometric height was determined by differential leveling
 KV1103.and adjusted by the National Geodetic Survey in June 1991..
 KV1103
 KV1103.The geoid height was determined by GEOID03.
 KV1103
 KV1103.The dynamic height is computed by dividing the NAVD 88
 KV1103.geopotential number by the normal gravity value computed on the
 KV1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1103.degrees latitude (g = 980.6199 gals.).
 KV1103
 KV1103.The modeled gravity was interpolated from observed gravity values.
 KV1103
 KV1103;                    North         East    Units  Estimated Accuracy
 KV1103;SPC NJ       -   159,950.      120,020.      MT  (+/- 180 meters Scaled)
 KV1103
 KV1103                          SUPERSEDED SURVEY CONTROL
 KV1103
 KV1103  NGVD 29 (01/10/92)   20.015  (m)           65.67   (f) ADJUSTED    1 1
 KV1103
 KV1103.Superseded values are not recommended for survey control.
 KV1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1103.See file dsdata.txt to determine how the superseded data were derived.
 KV1103
 KV1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK125581(NAD 83)
 KV1103_MARKER: DD = SURVEY DISK
 KV1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1103_SP_SET: CONCRETE POST
 KV1103_STAMPING: 5141
 KV1103_MARK LOGO: NJGS  
 KV1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1103+STABILITY: SURFACE MOTION
 KV1103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1103+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1988
 KV1103
 KV1103  HISTORY     - Date     Condition        Report By
 KV1103  HISTORY     - UNK      MONUMENTED       NJGS
 KV1103  HISTORY     - 1963     GOOD             CGS
 KV1103  HISTORY     - 19881004 GOOD             NJGS
 KV1103
 KV1103                          STATION DESCRIPTION
 KV1103
 KV1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KV1103'1.8 MI SE FROM WASHINGTON CROSSING.
 KV1103'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE INTERSECTION
 KV1103'OF STATE HIGHWAY 546 AT WASHINGTON CROSSING, 19.0 FEET WEST OF
 KV1103'THE CENTER LINE OF THE HIGHWAY, 77 YARDS SOUTH OF THE CENTER OF
 KV1103'THE JUNCTION OF THE HIGHWAY AND MOUNTAIN VIEW ROAD, 75.7 FEET
 KV1103'SOUTH OF POWER LINE POLE NO. 60494 EW, 46.6 FEET NORTH OF POWER
 KV1103'LINE POLE NO. 60495 EW, 3.3 FEET WEST OF A CABLE GUARD RAIL,
 KV1103'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 KV1103'POST ABOUT 3 INCHES UNDERGROUND.
 KV1103
 KV1103                          STATION RECOVERY (1988)
 KV1103
 KV1103'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1103'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1103'2.9 KM (1.80 MI) SOUTHEAST ALONG STATE HIGHWAY RUOTE 29 FROM THE
 KV1103'JUNCTION OF COUNTY ROUTE 546 AT WASHINGTON CROSSING, 75 M (246.1 FT)
 KV1103'SOUTH OF MOUNTAIN VIEW ROAD. ACROSS THE HIGHWAY FROM HOUSE NUMBER 1120
 KV1103'RIVER ROAD, 0.85 M (2.8 FT) WEST OF THE GUARDRAIL, 5.7 M (18.7 FT)
 KV1103'WEST OF THE CENTERLINE OF RIVER ROAD, 13.6 M (44.6 FT) NORTH OF POLE
 KV1103'NUMBER 60495, 23.0 M (75.5 FT) SOUTH OF A POWER POLE NUMBER 60494 WITH
 KV1103'A TRANSFORMER, SET 0.01 M (0.0 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1104 ***********************************************************************
 KV1104  DESIGNATION -  5143 NJGS
 KV1104  PID         -  KV1104
 KV1104  STATE/COUNTY-  NJ/MERCER
 KV1104  USGS QUAD   -  PENNINGTON (1995)
 KV1104
 KV1104                         *CURRENT SURVEY CONTROL
 KV1104  ___________________________________________________________________
 KV1104* NAD 83(1986)-  40 16 47.     (N)    074 51 17.     (W)     SCALED    
 KV1104* NAVD 88     -        24.837  (meters)      81.49   (feet)  ADJUSTED  
 KV1104  ___________________________________________________________________
 KV1104  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KV1104  DYNAMIC HT  -          24.826 (meters)      81.45  (feet)  COMP
 KV1104  MODELED GRAV-     980,157.3   (mgal)                       NAVD 88
 KV1104
 KV1104  VERT ORDER  -  SECOND    CLASS 0
 KV1104
 KV1104.The horizontal coordinates were scaled from a topographic map and have
 KV1104.an estimated accuracy of +/- 6 seconds.
 KV1104
 KV1104.The orthometric height was determined by differential leveling
 KV1104.and adjusted by the National Geodetic Survey in June 1991..
 KV1104
 KV1104.The geoid height was determined by GEOID03.
 KV1104
 KV1104.The dynamic height is computed by dividing the NAVD 88
 KV1104.geopotential number by the normal gravity value computed on the
 KV1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1104.degrees latitude (g = 980.6199 gals.).
 KV1104
 KV1104.The modeled gravity was interpolated from observed gravity values.
 KV1104
 KV1104;                    North         East    Units  Estimated Accuracy
 KV1104;SPC NJ       -   160,630.      119,840.      MT  (+/- 180 meters Scaled)
 KV1104
 KV1104                          SUPERSEDED SURVEY CONTROL
 KV1104
 KV1104  NGVD 29 (??/??/??)   25.135  (m)           82.46   (f) ADJUSTED    2 0
 KV1104
 KV1104.Superseded values are not recommended for survey control.
 KV1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1104.See file dsdata.txt to determine how the superseded data were derived.
 KV1104
 KV1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK123588(NAD 83)
 KV1104_MARKER: DD = SURVEY DISK
 KV1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1104_STAMPING: 5143
 KV1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1104+STABILITY: SURFACE MOTION
 KV1104
 KV1104  HISTORY     - Date     Condition        Report By
 KV1104  HISTORY     - UNK      MONUMENTED       NJGS
 KV1104  HISTORY     - 1963     GOOD             CGS
 KV1104
 KV1104                          STATION DESCRIPTION
 KV1104
 KV1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KV1104'1.3 MI SE FROM WASHINGTON CROSSING.
 KV1104'1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE INTERSECTION
 KV1104'OF STATE HIGHWAY 546 AT WASHINGTON CROSSING, 16.2 FEET NORTHEAST
 KV1104'OF THE CENTER LINE OF THE HIGHWAY, 107 FEET NORTHWEST OF THE
 KV1104'CENTER LINE OF A STONE DRIVEWAY, 103 1/2 FEET SOUTHEAST OF THE
 KV1104'CENTER LINE OF AN ASPHALT DRIVEWAY, 40 FEET EAST OF AND ACROSS
 KV1104'THE HIGHWAY FROM POWER LINE POLE NO. 60458 HW, ABOUT LEVEL WITH
 KV1104'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST 6 INCHES
 KV1104'UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1105 ***********************************************************************
 KV1105  DESIGNATION -  5144
 KV1105  PID         -  KV1105
 KV1105  STATE/COUNTY-  NJ/MERCER
 KV1105  USGS QUAD   -  PENNINGTON (1995)
 KV1105
 KV1105                         *CURRENT SURVEY CONTROL
 KV1105  ___________________________________________________________________
 KV1105* NAD 83(1986)-  40 16 58.     (N)    074 51 26.     (W)     SCALED    
 KV1105* NAVD 88     -        23.798  (meters)      78.08   (feet)  ADJUSTED  
 KV1105  ___________________________________________________________________
 KV1105  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 KV1105  DYNAMIC HT  -          23.787 (meters)      78.04  (feet)  COMP
 KV1105  MODELED GRAV-     980,157.1   (mgal)                       NAVD 88
 KV1105
 KV1105  VERT ORDER  -  FIRST     CLASS I
 KV1105
 KV1105.The horizontal coordinates were scaled from a topographic map and have
 KV1105.an estimated accuracy of +/- 6 seconds.
 KV1105
 KV1105.The orthometric height was determined by differential leveling
 KV1105.and adjusted by the National Geodetic Survey in June 1991..
 KV1105
 KV1105.The geoid height was determined by GEOID03.
 KV1105
 KV1105.The dynamic height is computed by dividing the NAVD 88
 KV1105.geopotential number by the normal gravity value computed on the
 KV1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1105.degrees latitude (g = 980.6199 gals.).
 KV1105
 KV1105.The modeled gravity was interpolated from observed gravity values.
 KV1105
 KV1105;                    North         East    Units  Estimated Accuracy
 KV1105;SPC NJ       -   160,970.      119,630.      MT  (+/- 180 meters Scaled)
 KV1105
 KV1105                          SUPERSEDED SURVEY CONTROL
 KV1105
 KV1105  NGVD 29 (01/10/92)   24.095  (m)           79.05   (f) ADJUSTED    1 1
 KV1105
 KV1105.Superseded values are not recommended for survey control.
 KV1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1105.See file dsdata.txt to determine how the superseded data were derived.
 KV1105
 KV1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK121591(NAD 83)
 KV1105_MARKER: DD = SURVEY DISK
 KV1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1105_SP_SET: CONCRETE POST
 KV1105_STAMPING: 5144
 KV1105_MARK LOGO: NJGS  
 KV1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1105+STABILITY: SURFACE MOTION
 KV1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1105+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1988
 KV1105
 KV1105  HISTORY     - Date     Condition        Report By
 KV1105  HISTORY     - UNK      MONUMENTED       NJGS
 KV1105  HISTORY     - 1963     GOOD             CGS
 KV1105  HISTORY     - 19881004 GOOD             NJGS
 KV1105
 KV1105                          STATION DESCRIPTION
 KV1105
 KV1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KV1105'1.1 MI SE FROM WASHINGTON CROSSING.
 KV1105'1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE INTERSECTION
 KV1105'OF STATE HIGHWAY 546 AT WASHINGTON CROSSING, 18.6 FEET WEST
 KV1105'OF THE CENTER LINE OF THE HIGHWAY, 102.5 FEET SOUTHWEST OF
 KV1105'THE CENTER OF THE JUNCTION OF THE HIGHWAY AND MADDOCK ROAD
 KV1105'LEADING EASTERLY, 20.0 FEET NORTH OF POWER LINE POLE NO. 60468
 KV1105'HW, 4.4 FEET SOUTH OF THE SOUTH END OF A CABLE GUARD RAILING, ABOUT
 KV1105'LEVEL WITH THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST 3
 KV1105'INCHES UNDERGROUND.
 KV1105
 KV1105                          STATION RECOVERY (1988)
 KV1105
 KV1105'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1105'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1105'1.8 KM (1.10 MI) SOUTH ALONG STATE HIGHWAY ROUTE 29 FROM THE JUNCTION
 KV1105'OF COUNTY ROUTE 546 AT WASHINGTON CROSSING, 5.65 M (18.5 FT) WEST OF
 KV1105'THE CENTERLINE OF THE HIGHWAY, 5.7 M (18.7 FT) NORTH OF POLE NUMBER
 KV1105'60468HW, 24.6 M (80.7 FT) SOUTH OF POLE NUMBER 60469HW, 30.2 M
 KV1105'(99.1 FT) SOUTH OF THE CENTERLINE OF MADDOCK ROAD, SET 0.1 M (0.3 FT)
 KV1105'BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1106 ***********************************************************************
 KV1106  DESIGNATION -  5146
 KV1106  PID         -  KV1106
 KV1106  STATE/COUNTY-  NJ/MERCER
 KV1106  USGS QUAD   -  PENNINGTON (1995)
 KV1106
 KV1106                         *CURRENT SURVEY CONTROL
 KV1106  ___________________________________________________________________
 KV1106* NAD 83(1986)-  40 17 16.     (N)    074 51 36.     (W)     SCALED    
 KV1106* NAVD 88     -        24.340  (meters)      79.86   (feet)  ADJUSTED  
 KV1106  ___________________________________________________________________
 KV1106  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KV1106  DYNAMIC HT  -          24.328 (meters)      79.82  (feet)  COMP
 KV1106  MODELED GRAV-     980,157.1   (mgal)                       NAVD 88
 KV1106
 KV1106  VERT ORDER  -  FIRST     CLASS I
 KV1106
 KV1106.The horizontal coordinates were scaled from a topographic map and have
 KV1106.an estimated accuracy of +/- 6 seconds.
 KV1106
 KV1106.The orthometric height was determined by differential leveling
 KV1106.and adjusted by the National Geodetic Survey in June 1991..
 KV1106
 KV1106.The geoid height was determined by GEOID03.
 KV1106
 KV1106.The dynamic height is computed by dividing the NAVD 88
 KV1106.geopotential number by the normal gravity value computed on the
 KV1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1106.degrees latitude (g = 980.6199 gals.).
 KV1106
 KV1106.The modeled gravity was interpolated from observed gravity values.
 KV1106
 KV1106;                    North         East    Units  Estimated Accuracy
 KV1106;SPC NJ       -   161,530.      119,390.      MT  (+/- 180 meters Scaled)
 KV1106
 KV1106                          SUPERSEDED SURVEY CONTROL
 KV1106
 KV1106  NGVD 29 (01/10/92)   24.635  (m)           80.82   (f) ADJUSTED    1 1
 KV1106
 KV1106.Superseded values are not recommended for survey control.
 KV1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1106.See file dsdata.txt to determine how the superseded data were derived.
 KV1106
 KV1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK119597(NAD 83)
 KV1106_MARKER: DD = SURVEY DISK
 KV1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1106_SP_SET: CONCRETE POST
 KV1106_STAMPING: 5146
 KV1106_MARK LOGO: NJGS  
 KV1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1106+STABILITY: SURFACE MOTION
 KV1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1106+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1988
 KV1106
 KV1106  HISTORY     - Date     Condition        Report By
 KV1106  HISTORY     - UNK      MONUMENTED       NJGS
 KV1106  HISTORY     - 1963     GOOD             CGS
 KV1106  HISTORY     - 19881004 GOOD             NJGS
 KV1106
 KV1106                          STATION DESCRIPTION
 KV1106
 KV1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KV1106'0.6 MI SE FROM WASHINGTON CROSSING.
 KV1106'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE INTERSECTION
 KV1106'OF STATE HIGHWAY 546 AT WASHINGTON CROSSING, 16.0 FEET EAST OF
 KV1106'THE CENTER LINE OF THE HIGHWAY, 79 FEET NORTH OF THE CENTER
 KV1106'LINE OF A BLACK TOP DRIVEWAY, 46.9 FEET SOUTH OF POWER LINE POLE
 KV1106'NO. HT 160, 40.3 FEET NORTH OF THE NORTH END OF A CATCH BASIN,
 KV1106'58.8 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM POWER LINE
 KV1106'POLE NO. 8/157 PB, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY
 KV1106'AND SET IN THE TOP OF A CONCRETE POST 3 INCHES UNDERGROUND.
 KV1106
 KV1106                          STATION RECOVERY (1988)
 KV1106
 KV1106'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1106'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1106'0.9 KM (0.55 MI) SOUTH ALONG STATE HIGHWAY ROUTE 29 FROM THE JUNCTION
 KV1106'OF COUNTY ROUTE 546 AT WASHINGTON CROSSING, 14.15 M (46.4 FT) SOUTH OF
 KV1106'POLE NUMBER 160, 24.1 M (79.1 FT) NORTH OF THE CENTERLINE OF A PAVED
 KV1106'DRIVE, 13.35 M (43.8 FT) NORTH OF THE NORTH SIDE OF A CATCH BASIN, 4.9
 KV1106'M (16.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, SET 0.1 M (0.3 FT)
 KV1106'BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6051 ***********************************************************************
 KV6051  DESIGNATION -  5148
 KV6051  PID         -  KV6051
 KV6051  STATE/COUNTY-  NJ/MERCER
 KV6051  USGS QUAD   -  PENNINGTON (1995)
 KV6051
 KV6051                         *CURRENT SURVEY CONTROL
 KV6051  ___________________________________________________________________
 KV6051* NAD 83(1986)-  40 18 19.     (N)    074 52 22.     (W)     SCALED    
 KV6051* NAVD 88     -        19.187  (meters)      62.95   (feet)  ADJUSTED  
 KV6051  ___________________________________________________________________
 KV6051  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KV6051  DYNAMIC HT  -          19.178 (meters)      62.92  (feet)  COMP
 KV6051  MODELED GRAV-     980,152.9   (mgal)                       NAVD 88
 KV6051
 KV6051  VERT ORDER  -  FIRST     CLASS I
 KV6051
 KV6051.The horizontal coordinates were scaled from a topographic map and have
 KV6051.an estimated accuracy of +/- 6 seconds.
 KV6051
 KV6051.The orthometric height was determined by differential leveling
 KV6051.and adjusted by the National Geodetic Survey in June 1991..
 KV6051
 KV6051.The geoid height was determined by GEOID03.
 KV6051
 KV6051.The dynamic height is computed by dividing the NAVD 88
 KV6051.geopotential number by the normal gravity value computed on the
 KV6051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6051.degrees latitude (g = 980.6199 gals.).
 KV6051
 KV6051.The modeled gravity was interpolated from observed gravity values.
 KV6051
 KV6051;                    North         East    Units  Estimated Accuracy
 KV6051;SPC NJ       -   163,480.      118,310.      MT  (+/- 180 meters Scaled)
 KV6051
 KV6051                          SUPERSEDED SURVEY CONTROL
 KV6051
 KV6051  NGVD 29 (01/10/92)   19.479  (m)           63.91   (f) ADJUSTED    1 1
 KV6051
 KV6051.Superseded values are not recommended for survey control.
 KV6051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6051.See file dsdata.txt to determine how the superseded data were derived.
 KV6051
 KV6051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK108616(NAD 83)
 KV6051_MARKER: DD = SURVEY DISK
 KV6051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6051_SP_SET: CONCRETE POST
 KV6051_STAMPING: 5148
 KV6051_MARK LOGO: NJGS  
 KV6051_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6051+STABILITY: SURFACE MOTION
 KV6051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6051+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1988
 KV6051
 KV6051  HISTORY     - Date     Condition        Report By
 KV6051  HISTORY     - UNK      MONUMENTED       NJGS
 KV6051  HISTORY     - 19881012 GOOD             NJGS
 KV6051
 KV6051                          STATION DESCRIPTION
 KV6051
 KV6051'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6051'IN TITUSVILLE, ALONG THE EAST SIDE OF STATE HIGHWAY ROUTE 29, 60 M
 KV6051'(196.8 FT) NORTH OF THE UNION FIRE COMPANY BUILDING, 13.45 M
 KV6051'(44.1 FT) EAST OF POLE NUMBER HT113, 27.5 M (90.2 FT) NORTHWEST OF THE
 KV6051'NORTH EDGE OF A CATCH BASIN, 5.5 M (18.0 FT) EAST OF THE CENTERLINE OF
 KV6051'ROUTE 29, SET 0.1 M (0.3 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6055 ***********************************************************************
 KV6055  DESIGNATION -  5156
 KV6055  PID         -  KV6055
 KV6055  STATE/COUNTY-  NJ/MERCER
 KV6055  USGS QUAD   -  LAMBERTVILLE (1995)
 KV6055
 KV6055                         *CURRENT SURVEY CONTROL
 KV6055  ___________________________________________________________________
 KV6055* NAD 83(1986)-  40 19 17.     (N)    074 54 49.     (W)     SCALED    
 KV6055* NAVD 88     -        17.143  (meters)      56.24   (feet)  ADJUSTED  
 KV6055  ___________________________________________________________________
 KV6055  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KV6055  DYNAMIC HT  -          17.135 (meters)      56.22  (feet)  COMP
 KV6055  MODELED GRAV-     980,139.4   (mgal)                       NAVD 88
 KV6055
 KV6055  VERT ORDER  -  FIRST     CLASS I
 KV6055
 KV6055.The horizontal coordinates were scaled from a topographic map and have
 KV6055.an estimated accuracy of +/- 6 seconds.
 KV6055
 KV6055.The orthometric height was determined by differential leveling
 KV6055.and adjusted by the National Geodetic Survey in June 1991..
 KV6055
 KV6055.The geoid height was determined by GEOID03.
 KV6055
 KV6055.The dynamic height is computed by dividing the NAVD 88
 KV6055.geopotential number by the normal gravity value computed on the
 KV6055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6055.degrees latitude (g = 980.6199 gals.).
 KV6055
 KV6055.The modeled gravity was interpolated from observed gravity values.
 KV6055
 KV6055;                    North         East    Units  Estimated Accuracy
 KV6055;SPC NJ       -   165,280.      114,850.      MT  (+/- 180 meters Scaled)
 KV6055
 KV6055                          SUPERSEDED SURVEY CONTROL
 KV6055
 KV6055  NGVD 29 (01/10/92)   17.428  (m)           57.18   (f) ADJUSTED    1 1
 KV6055
 KV6055.Superseded values are not recommended for survey control.
 KV6055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6055.See file dsdata.txt to determine how the superseded data were derived.
 KV6055
 KV6055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK073634(NAD 83)
 KV6055_MARKER: DD = SURVEY DISK
 KV6055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6055_SP_SET: CONCRETE POST
 KV6055_STAMPING: 5156
 KV6055_MARK LOGO: NJGS  
 KV6055_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6055+STABILITY: SURFACE MOTION
 KV6055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6055+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1988
 KV6055
 KV6055  HISTORY     - Date     Condition        Report By
 KV6055  HISTORY     - 1935     MONUMENTED       NJGS
 KV6055  HISTORY     - 19881012 GOOD             NJGS
 KV6055
 KV6055                          STATION DESCRIPTION
 KV6055
 KV6055'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6055'4.9 KM (3.05 MI) NORTH ALONG STATE ROUTE 29 FROM ITS JUNCTION WITH
 KV6055'COUNTY ROAD 546 IN WASHINGTON CROSSING, ALSO 0.3 KM (0.20 MI)
 KV6055'SOUTHEAST OF PLEASANT VALLEY ROAD. 17.2 M (56.4 FT) NORTHWEST FROM 0.5
 KV6055'M (1.6 FT) DIAMETER WHITE ASH TREE, 15.0 M (49.2 FT) EAST OF POLE
 KV6055'NUMBER 279, 5.5 M (18.0 FT) NORTH NORTHEAST OF THE CENTERLINE OF THE
 KV6055'ROAD.  THE MARK IS 0.03 M (0.1 FT) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6057 ***********************************************************************
 KV6057  DESIGNATION -  5160
 KV6057  PID         -  KV6057
 KV6057  STATE/COUNTY-  NJ/MERCER
 KV6057  USGS QUAD   -  LAMBERTVILLE (1995)
 KV6057
 KV6057                         *CURRENT SURVEY CONTROL
 KV6057  ___________________________________________________________________
 KV6057* NAD 83(1986)-  40 20 22.     (N)    074 56 09.     (W)     SCALED    
 KV6057* NAVD 88     -        19.454  (meters)      63.83   (feet)  ADJUSTED  
 KV6057  ___________________________________________________________________
 KV6057  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KV6057  DYNAMIC HT  -          19.444 (meters)      63.79  (feet)  COMP
 KV6057  MODELED GRAV-     980,139.3   (mgal)                       NAVD 88
 KV6057
 KV6057  VERT ORDER  -  FIRST     CLASS I
 KV6057
 KV6057.The horizontal coordinates were scaled from a topographic map and have
 KV6057.an estimated accuracy of +/- 6 seconds.
 KV6057
 KV6057.The orthometric height was determined by differential leveling
 KV6057.and adjusted by the National Geodetic Survey in June 1991..
 KV6057
 KV6057.The geoid height was determined by GEOID03.
 KV6057
 KV6057.The dynamic height is computed by dividing the NAVD 88
 KV6057.geopotential number by the normal gravity value computed on the
 KV6057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6057.degrees latitude (g = 980.6199 gals.).
 KV6057
 KV6057.The modeled gravity was interpolated from observed gravity values.
 KV6057
 KV6057;                    North         East    Units  Estimated Accuracy
 KV6057;SPC NJ       -   167,290.      112,970.      MT  (+/- 180 meters Scaled)
 KV6057
 KV6057                          SUPERSEDED SURVEY CONTROL
 KV6057
 KV6057  NGVD 29 (01/10/92)   19.735  (m)           64.75   (f) ADJUSTED    1 1
 KV6057
 KV6057.Superseded values are not recommended for survey control.
 KV6057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6057.See file dsdata.txt to determine how the superseded data were derived.
 KV6057
 KV6057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK054654(NAD 83)
 KV6057_MARKER: DD = SURVEY DISK
 KV6057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6057_SP_SET: CONCRETE POST
 KV6057_STAMPING: 5160
 KV6057_MARK LOGO: NJGS  
 KV6057_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6057+STABILITY: SURFACE MOTION
 KV6057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6057+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2006
 KV6057
 KV6057  HISTORY     - Date     Condition        Report By
 KV6057  HISTORY     - 1935     MONUMENTED       NJGS
 KV6057  HISTORY     - 19881013 GOOD             NJGS
 KV6057  HISTORY     - 20060725 GOOD             INDIV
 KV6057
 KV6057                          STATION DESCRIPTION
 KV6057
 KV6057'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6057'3.2 KM (2.00 MI) SOUTH ALONG STATE ROUTE 29 FROM ITS JUNCTION WITH
 KV6057'STATE ROUTE 179, ACROSS THE HIGHWAY FROM THE GOLDEN NUGGET FLEA
 KV6057'MARKET, 5.0 M (16.4 FT) SOUTH OF CENTERLINE OF ROAD, 0.5 M (1.6 FT)
 KV6057'SOUTH OF THE GUIDERAIL, 2.5 M (8.2 FT) WEST OF POWER POLE 329 AND 13.2
 KV6057'M (43.3 FT) SOUTHEAST OF POWER POLE MT 404.
 KV6057
 KV6057                          STATION RECOVERY (2006)
 KV6057
 KV6057'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 KV6057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6887 ***********************************************************************
 KV6887  DESIGNATION -  5166
 KV6887  PID         -  KV6887
 KV6887  STATE/COUNTY-  NJ/MERCER
 KV6887  USGS QUAD   -  PENNINGTON (1995)
 KV6887
 KV6887                         *CURRENT SURVEY CONTROL
 KV6887  ___________________________________________________________________
 KV6887* NAD 83(1996)-  40 18 32.34204(N)    074 50 35.92520(W)     ADJUSTED  
 KV6887* NAVD 88     -        58.2    (meters)     191.     (feet)  GPS OBS   
 KV6887  ___________________________________________________________________
 KV6887  X           -   1,273,465.752 (meters)                     COMP
 KV6887  Y           -  -4,701,175.609 (meters)                     COMP
 KV6887  Z           -   4,104,224.010 (meters)                     COMP
 KV6887  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 KV6887  ELLIP HEIGHT-          24.64  (meters)          (10/23/02) GPS OBS
 KV6887  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KV6887
 KV6887  HORZ ORDER  -  FIRST
 KV6887  ELLP ORDER  -  FOURTH    CLASS I
 KV6887
 KV6887.The horizontal coordinates were established by GPS observations
 KV6887.and adjusted by the National Geodetic Survey in May 1999..
 KV6887
 KV6887.The orthometric height was determined by GPS observations and a
 KV6887.high-resolution geoid model.
 KV6887
 KV6887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6887
 KV6887.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6887
 KV6887.The ellipsoidal height was determined by GPS observations
 KV6887.and is referenced to NAD 83.
 KV6887
 KV6887.The geoid height was determined by GEOID03.
 KV6887
 KV6887;                    North         East     Units Scale Factor Converg.
 KV6887;SPC NJ       -   163,876.366   120,818.672   MT  0.99991048   -0 13 19.5
 KV6887;SPC NJ       -   537,651.04    396,385.93   sFT  0.99991048   -0 13 19.5
 KV6887;SPC PA S     -   112,396.920   847,037.006   MT  0.99996254   +1 53 09.0
 KV6887;SPC PA S     -   368,755.56  2,778,987.24   sFT  0.99996254   +1 53 09.0
 KV6887;UTM  18      - 4,462,064.104   513,314.317   MT  0.99960218   +0 06 04.9
 KV6887
 KV6887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6887!SPC NJ       -   0.99999613  x   0.99991048  =   0.99990662
 KV6887!SPC PA S     -   0.99999613  x   0.99996254  =   0.99995867
 KV6887!UTM  18      -   0.99999613  x   0.99960218  =   0.99959832
 KV6887
 KV6887                          SUPERSEDED SURVEY CONTROL
 KV6887
 KV6887  ELLIP H (05/14/99)   24.66   (m)                       GP(       ) 4 1
 KV6887  NAD 83(1986)-  40 18 32.34056(N)    074 50 35.92759(W) AD(       ) 1
 KV6887
 KV6887.Superseded values are not recommended for survey control.
 KV6887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6887.See file dsdata.txt to determine how the superseded data were derived.
 KV6887
 KV6887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1331462064(NAD 83)
 KV6887_MARKER: DD = SURVEY DISK
 KV6887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6887_SP_SET: CONCRETE POST
 KV6887_STAMPING: 5166
 KV6887_MARK LOGO: NJGS  
 KV6887_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6887+STABILITY: SURFACE MOTION
 KV6887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6887+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1993
 KV6887
 KV6887  HISTORY     - Date     Condition        Report By
 KV6887  HISTORY     - 1938     MONUMENTED       NJGS
 KV6887  HISTORY     - 19901015 GOOD
 KV6887  HISTORY     - 19930501 SEE DESCRIPTION  NJGS
 KV6887
 KV6887                          STATION DESCRIPTION
 KV6887
 KV6887'DESCRIBED 1990
 KV6887'RECOVERED IN GOOD CONDITION.
 KV6887
 KV6887                          STATION RECOVERY (1993)
 KV6887
 KV6887'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6887'THIS STATION WAS USED IN GPS OBSERVATIONS ON DAY 292, 1990.  WHEN THE
 KV6887'STATION WAS VISITED AGAIN BY NJGS SURVEY PERSONNEL FOR REOCCUPATION,
 KV6887'THE MONUMENT WAS FOUND CRACKED AND THE TOP CONTAINING THE DISK WAS
 KV6887'REMOVED.  THE STATION IS CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6058 ***********************************************************************
 KV6058  DESIGNATION -  5177
 KV6058  PID         -  KV6058
 KV6058  STATE/COUNTY-  NJ/HUNTERDON
 KV6058  USGS QUAD   -  LAMBERTVILLE (1995)
 KV6058
 KV6058                         *CURRENT SURVEY CONTROL
 KV6058  ___________________________________________________________________
 KV6058* NAD 83(1986)-  40 20 36.     (N)    074 56 28.     (W)     SCALED    
 KV6058* NAVD 88     -        18.191  (meters)      59.68   (feet)  ADJUSTED  
 KV6058  ___________________________________________________________________
 KV6058  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KV6058  DYNAMIC HT  -          18.183 (meters)      59.66  (feet)  COMP
 KV6058  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 KV6058
 KV6058  VERT ORDER  -  FIRST     CLASS I
 KV6058
 KV6058.The horizontal coordinates were scaled from a topographic map and have
 KV6058.an estimated accuracy of +/- 6 seconds.
 KV6058
 KV6058.The orthometric height was determined by differential leveling
 KV6058.and adjusted by the National Geodetic Survey in June 1991..
 KV6058
 KV6058.The geoid height was determined by GEOID03.
 KV6058
 KV6058.The dynamic height is computed by dividing the NAVD 88
 KV6058.geopotential number by the normal gravity value computed on the
 KV6058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6058.degrees latitude (g = 980.6199 gals.).
 KV6058
 KV6058.The modeled gravity was interpolated from observed gravity values.
 KV6058
 KV6058;                    North         East    Units  Estimated Accuracy
 KV6058;SPC NJ       -   167,730.      112,530.      MT  (+/- 180 meters Scaled)
 KV6058
 KV6058                          SUPERSEDED SURVEY CONTROL
 KV6058
 KV6058  NGVD 29 (01/10/92)   18.471  (m)           60.60   (f) ADJUSTED    1 1
 KV6058
 KV6058.Superseded values are not recommended for survey control.
 KV6058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6058.See file dsdata.txt to determine how the superseded data were derived.
 KV6058
 KV6058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK050658(NAD 83)
 KV6058_MARKER: DD = SURVEY DISK
 KV6058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6058_SP_SET: CONCRETE POST
 KV6058_STAMPING: 5177
 KV6058_MARK LOGO: NJGS  
 KV6058_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6058+STABILITY: SURFACE MOTION
 KV6058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6058+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1988
 KV6058
 KV6058  HISTORY     - Date     Condition        Report By
 KV6058  HISTORY     - 1935     MONUMENTED       NJGS
 KV6058  HISTORY     - 19881013 GOOD             NJGS
 KV6058
 KV6058                          STATION DESCRIPTION
 KV6058
 KV6058'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6058'2.4 KM (1.50 MI) SOUTH ALONG STATE ROUTE 29 FROM ITS JUNCTION WITH
 KV6058'STATE ROUTE 179 IN LAMBERTVILLE TO THE MARK ON THE RIGHT. 12.0 M
 KV6058'(39.4 FT) WEST OF THE CENTERLINE OF THE ROAD, 7.2 M (23.6 FT) WEST OF
 KV6058'THE GUIDERAIL, 20.35 M (66.8 FT) NORTH NORTHWEST OF A NO LITTER SIGN
 KV6058'AND 2.5 M (8.2 FT) EAST OF THE EAST CANAL BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6054 ***********************************************************************
 KV6054  DESIGNATION -  5195
 KV6054  PID         -  KV6054
 KV6054  STATE/COUNTY-  NJ/MERCER
 KV6054  USGS QUAD   -  LAMBERTVILLE (1995)
 KV6054
 KV6054                         *CURRENT SURVEY CONTROL
 KV6054  ___________________________________________________________________
 KV6054* NAD 83(1986)-  40 19 05.     (N)    074 54 26.     (W)     SCALED    
 KV6054* NAVD 88     -        17.188  (meters)      56.39   (feet)  ADJUSTED  
 KV6054  ___________________________________________________________________
 KV6054  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KV6054  DYNAMIC HT  -          17.180 (meters)      56.36  (feet)  COMP
 KV6054  MODELED GRAV-     980,140.9   (mgal)                       NAVD 88
 KV6054
 KV6054  VERT ORDER  -  FIRST     CLASS I
 KV6054
 KV6054.The horizontal coordinates were scaled from a topographic map and have
 KV6054.an estimated accuracy of +/- 6 seconds.
 KV6054
 KV6054.The orthometric height was determined by differential leveling
 KV6054.and adjusted by the National Geodetic Survey in June 1991..
 KV6054
 KV6054.The geoid height was determined by GEOID03.
 KV6054
 KV6054.The dynamic height is computed by dividing the NAVD 88
 KV6054.geopotential number by the normal gravity value computed on the
 KV6054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6054.degrees latitude (g = 980.6199 gals.).
 KV6054
 KV6054.The modeled gravity was interpolated from observed gravity values.
 KV6054
 KV6054;                    North         East    Units  Estimated Accuracy
 KV6054;SPC NJ       -   164,910.      115,390.      MT  (+/- 180 meters Scaled)
 KV6054
 KV6054                          SUPERSEDED SURVEY CONTROL
 KV6054
 KV6054  NGVD 29 (01/10/92)   17.474  (m)           57.33   (f) ADJUSTED    1 1
 KV6054
 KV6054.Superseded values are not recommended for survey control.
 KV6054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6054.See file dsdata.txt to determine how the superseded data were derived.
 KV6054
 KV6054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK078630(NAD 83)
 KV6054_MARKER: DD = SURVEY DISK
 KV6054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6054_SP_SET: CONCRETE POST
 KV6054_STAMPING: 5195
 KV6054_MARK LOGO: NJGS  
 KV6054_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6054+STABILITY: SURFACE MOTION
 KV6054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6054+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1989
 KV6054
 KV6054  HISTORY     - Date     Condition        Report By
 KV6054  HISTORY     - UNK      MONUMENTED       NJGS
 KV6054  HISTORY     - 19891012 GOOD             NJGS
 KV6054
 KV6054                          STATION DESCRIPTION
 KV6054
 KV6054'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6054'1.0 KM (0.60 MI) SOUTHEAST ALONG STATE HIGHWAY ROUTE 29 FROM ITS
 KV6054'INTERSECTION WITH PLEASANT VALLEY ROAD TO THE MARK ON THE RIGHT, 11.3
 KV6054'M (37.1 FT) SOUTHWEST AND ACROSS THE ROAD FROM POLE NUMBER 268, 5.3 M
 KV6054'(17.4 FT) SOUTHWEST FROM THE CENTERLINE OF THE ROAD, 3.5 M (11.5 FT)
 KV6054'WEST OF POLE WITH NO NUMBER, THE MARK IS SET FLUSH WITH AND ON TOP OF
 KV6054'A MASONRY RETAINING WALL, ABOUT 1.0 M (3.3 FT) ABOVE LEVEL OF THE
 KV6054'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0989 ***********************************************************************
 KV0989  DESIGNATION -  52 A PRR
 KV0989  PID         -  KV0989
 KV0989  STATE/COUNTY-  NJ/MERCER
 KV0989  USGS QUAD   -  PRINCETON (1981)
 KV0989
 KV0989                         *CURRENT SURVEY CONTROL
 KV0989  ___________________________________________________________________
 KV0989* NAD 83(1986)-  40 16 05.     (N)    074 41 18.     (W)     SCALED    
 KV0989* NAVD 88     -        16.801  (meters)      55.12   (feet)  POSTED    
 KV0989  ___________________________________________________________________
 KV0989  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KV0989  DYNAMIC HT  -          16.790 (meters)      55.09  (feet)  COMP
 KV0989  MODELED GRAV-     980,176.6   (mgal)                       NAVD 88
 KV0989
 KV0989  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KV0989
 KV0989.The horizontal coordinates were scaled from a topographic map and have
 KV0989.an estimated accuracy of +/- 6 seconds.
 KV0989
 KV0989.The orthometric height was determined by differential leveling
 KV0989.and adjusted by the National Geodetic Survey in 1992..
 KV0989.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KV0989.rate of 0.0 thru 1.0 mm/km.
 KV0989
 KV0989.The geoid height was determined by GEOID03.
 KV0989
 KV0989.The dynamic height is computed by dividing the NAVD 88
 KV0989.geopotential number by the normal gravity value computed on the
 KV0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0989.degrees latitude (g = 980.6199 gals.).
 KV0989
 KV0989.The modeled gravity was interpolated from observed gravity values.
 KV0989
 KV0989;                    North         East    Units  Estimated Accuracy
 KV0989;SPC NJ       -   159,290.      133,980.      MT  (+/- 180 meters Scaled)
 KV0989
 KV0989                          SUPERSEDED SURVEY CONTROL
 KV0989
 KV0989  NGVD 29 (??/??/??)   17.133  (m)           56.21   (f) ADJUSTED    1 2
 KV0989
 KV0989.Superseded values are not recommended for survey control.
 KV0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0989.See file dsdata.txt to determine how the superseded data were derived.
 KV0989
 KV0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK264575(NAD 83)
 KV0989_MARKER: Q = CHISELED SQUARE
 KV0989_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0989_SP_SET: BRIDGE
 KV0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0989+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2001
 KV0989
 KV0989  HISTORY     - Date     Condition        Report By
 KV0989  HISTORY     - 1924     MONUMENTED       PRR
 KV0989  HISTORY     - 1956     GOOD             CGS
 KV0989  HISTORY     - 1973     GOOD             LOCENG
 KV0989  HISTORY     - 20010508 GOOD             NJGS
 KV0989
 KV0989                          STATION DESCRIPTION
 KV0989
 KV0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0989'0.6 MI SW FROM LAWRENCE STATION.
 KV0989'0.6 MILE SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE LARGE
 KV0989'GRAIN ELEVATOR AT LAWRENCE STATION, ON TOP OF THE SOUTH STONE WING
 KV0989'WALL OF A SMALL STEEL BRIDGE OVER ASSUNPINK CREEK, 123 PACES
 KV0989'NORTHWEST OF THE NORTHWEST RAIL, 14 FEET SOUTHWEST OF THE CENTER
 KV0989'LINE OF YOUNGS ROAD, 7 1/2 FEET SOUTH OF THE SOUTH CORNER OF THE
 KV0989'BRIDGE AND ABOUT LEVEL WITH THE ROAD.  NOTE-- THE CHISELED
 KV0989'SQUARE IS FLANKED BY THE LETTERING AND NUMBERS BM 52A.
 KV0989
 KV0989                          STATION RECOVERY (1973)
 KV0989
 KV0989'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 KV0989'RECOVERED IN GOOD CONDITION.
 KV0989
 KV0989                          STATION RECOVERY (2001)
 KV0989
 KV0989'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV0989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0990 ***********************************************************************
 KV0990  DESIGNATION -  52 PRR
 KV0990  PID         -  KV0990
 KV0990  STATE/COUNTY-  NJ/MERCER
 KV0990  USGS QUAD   -  PRINCETON (1981)
 KV0990
 KV0990                         *CURRENT SURVEY CONTROL
 KV0990  ___________________________________________________________________
 KV0990* NAD 83(1986)-  40 15 58.     (N)    074 41 22.     (W)     SCALED    
 KV0990* NAVD 88     -        15.858  (meters)      52.03   (feet)  POSTED    
 KV0990  ___________________________________________________________________
 KV0990  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KV0990  DYNAMIC HT  -          15.850 (meters)      52.00  (feet)  COMP
 KV0990  MODELED GRAV-     980,176.9   (mgal)                       NAVD 88
 KV0990
 KV0990  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KV0990
 KV0990.The horizontal coordinates were scaled from a topographic map and have
 KV0990.an estimated accuracy of +/- 6 seconds.
 KV0990
 KV0990.The orthometric height was determined by differential leveling
 KV0990.and adjusted by the National Geodetic Survey in 1992..
 KV0990.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KV0990.rate of 0.0 thru 1.0 mm/km.
 KV0990
 KV0990.The geoid height was determined by GEOID03.
 KV0990
 KV0990.The dynamic height is computed by dividing the NAVD 88
 KV0990.geopotential number by the normal gravity value computed on the
 KV0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0990.degrees latitude (g = 980.6199 gals.).
 KV0990
 KV0990.The modeled gravity was interpolated from observed gravity values.
 KV0990
 KV0990;                    North         East    Units  Estimated Accuracy
 KV0990;SPC NJ       -   159,080.      133,890.      MT  (+/- 180 meters Scaled)
 KV0990
 KV0990                          SUPERSEDED SURVEY CONTROL
 KV0990
 KV0990  NGVD 29 (??/??/??)   16.190  (m)           53.12   (f) ADJUSTED    1 2
 KV0990
 KV0990.Superseded values are not recommended for survey control.
 KV0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0990.See file dsdata.txt to determine how the superseded data were derived.
 KV0990
 KV0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK264573(NAD 83)
 KV0990_MARKER: Q = CHISELED SQUARE
 KV0990_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0990_SP_SET: CULVERT
 KV0990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0990
 KV0990  HISTORY     - Date     Condition        Report By
 KV0990  HISTORY     - 1924     MONUMENTED       PRR
 KV0990  HISTORY     - 1956     MARK NOT FOUND   CGS
 KV0990
 KV0990                          STATION DESCRIPTION
 KV0990
 KV0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0990'0.8 MI W FROM LAWRENCE.
 KV0990'ABOUT 3/4 MILE WEST OF LAWRENCE, MERCER COUNTY, ON THE PENNSYLVANIA
 KV0990'RAILROAD, ON THE NORTHWEST CORNER OF AN ARCHED CULVERT, AND ON THE
 KV0990'NORTH SIDE OF THE TRACK.  A CHISELED SQUARE.  NOTE-- AN ARCHED
 KV0990'CULVERT WAS LOCATED IN THE LOCALITY BUT THE HEAD WALL WAS DAMAGED
 KV0990'TO SUCH AN EXTENT THAT THE CHISELED SQUARE COULD NOT BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4420 ***********************************************************************
 JU4420  DESIGNATION -  52594.70
 JU4420  PID         -  JU4420
 JU4420  STATE/COUNTY-  NJ/CAPE MAY
 JU4420  USGS QUAD   -  STONE HARBOR (1972)
 JU4420
 JU4420                         *CURRENT SURVEY CONTROL
 JU4420  ___________________________________________________________________
 JU4420* NAD 83(1996)-  39 04 14.02702(N)    074 49 34.97026(W)     ADJUSTED  
 JU4420* NAVD 88     -         4.3    (meters)      14.     (feet)  GPS OBS   
 JU4420  ___________________________________________________________________
 JU4420  X           -   1,297,827.648 (meters)                     COMP
 JU4420  Y           -  -4,785,506.672 (meters)                     COMP
 JU4420  Z           -   3,998,382.416 (meters)                     COMP
 JU4420  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 JU4420  ELLIP HEIGHT-         -30.86  (meters)          (10/23/02) GPS OBS
 JU4420  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 JU4420
 JU4420  HORZ ORDER  -  FIRST
 JU4420  ELLP ORDER  -  FOURTH    CLASS I
 JU4420
 JU4420.The horizontal coordinates were established by GPS observations
 JU4420.and adjusted by the National Geodetic Survey in May 1999..
 JU4420
 JU4420.The orthometric height was determined by GPS observations and a
 JU4420.high-resolution geoid model.
 JU4420
 JU4420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4420
 JU4420.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4420
 JU4420.The ellipsoidal height was determined by GPS observations
 JU4420.and is referenced to NAD 83.
 JU4420
 JU4420.The geoid height was determined by GEOID03.
 JU4420
 JU4420;                    North         East     Units Scale Factor Converg.
 JU4420;SPC NJ       -    26,384.021   121,757.717   MT  0.99990982   -0 12 20.6
 JU4420;SPC NJ       -    86,561.58    399,466.78   sFT  0.99990982   -0 12 20.6
 JU4420;UTM  18      - 4,324,621.432   515,019.067   MT  0.99960278   +0 06 33.9
 JU4420
 JU4420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4420!SPC NJ       -   1.00000484  x   0.99990982  =   0.99991466
 JU4420!UTM  18      -   1.00000484  x   0.99960278  =   0.99960762
 JU4420
 JU4420                          SUPERSEDED SURVEY CONTROL
 JU4420
 JU4420  ELLIP H (05/14/99)  -30.88   (m)                       GP(       ) 4 1
 JU4420  NAD 83(1992)-  39 04 14.02647(N)    074 49 34.96975(W) AD(       ) 1
 JU4420  ELLIP H (04/25/94)  -30.97   (m)                       GP(       ) 3 1
 JU4420
 JU4420.Superseded values are not recommended for survey control.
 JU4420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4420.See file dsdata.txt to determine how the superseded data were derived.
 JU4420
 JU4420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1501924621(NAD 83)
 JU4420_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JU4420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4420_SP_SET: CONCRETE POST
 JU4420_MARK LOGO: NJHA  
 JU4420_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4420+STABILITY: SURFACE MOTION
 JU4420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4420+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1993
 JU4420
 JU4420  HISTORY     - Date     Condition        Report By
 JU4420  HISTORY     - 1992     MONUMENTED       NJDT
 JU4420  HISTORY     - 19920917 GOOD             NJHA
 JU4420  HISTORY     - 19930623 GOOD
 JU4420
 JU4420                          STATION DESCRIPTION
 JU4420
 JU4420'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1992
 JU4420'THE STATION IS LOCATED IN CAPE MAY COURT HOUSE, THE TOWNSHIP OF
 JU4420'MIDDLE, ON THE GRASS MEDIAN BETWEEN THE SOUTHBOUND AND NORTHBOUND
 JU4420'ROADWAYS OF THE GARDEN STATE PARKWAY AT ABOUT MILEPOINT 8.75
 JU4420'SOUTHBOUND.  THE STATION, FLUSH WITH THE GROUND, IS 20.4 FT (6.2 M)
 JU4420'SOUTHEAST FROM THE SOLID YELLOW LINE AT THE EAST EDGE OF THE
 JU4420'SOUTHBOUND LANES, 20.4 FT (6.2 M) NORTHWEST FROM THE SOLID YELLOW
 JU4420'LINE AT THE WEST EDGE OF THE NORTHBOUND LANES, AND 179.7 FT (54.8 M)
 JU4420'NORTHEAST FROM A MEDIAN DRAIN INLET.  THE CONCRETE MONUMENT WAS SET AS
 JU4420'CENTERLINE OF THE GARDEN STATE PARKWAY AFTER THE ORIGINAL
 JU4420'CONSTRUCTION.  THE MONUMENT IS 0.42 FT (12.80 CM) SQUARE ON TOP, WITH
 JU4420'A BRASS PLUG IN THE CENTER, NO STAMPING.
 JU4420
 JU4420                          STATION RECOVERY (1993)
 JU4420
 JU4420'RECOVERED 1993
 JU4420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI7804 ***********************************************************************
 AI7804  DESIGNATION -  5285
 AI7804  PID         -  AI7804
 AI7804  STATE/COUNTY-  NJ/OCEAN
 AI7804  USGS QUAD   -  SEASIDE PARK (1989)
 AI7804
 AI7804                         *CURRENT SURVEY CONTROL
 AI7804  ___________________________________________________________________
 AI7804* NAD 83(1986)-  39 56 38.     (N)    074 04 24.     (W)     SCALED    
 AI7804* NAVD 88     -         1.724  (meters)       5.66   (feet)  ADJUSTED  
 AI7804  ___________________________________________________________________
 AI7804  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AI7804  DYNAMIC HT  -           1.723 (meters)       5.65  (feet)  COMP
 AI7804  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 AI7804
 AI7804  VERT ORDER  -  FIRST     CLASS II
 AI7804
 AI7804.The horizontal coordinates were scaled from a topographic map and have
 AI7804.an estimated accuracy of +/- 6 seconds.
 AI7804
 AI7804.The orthometric height was determined by differential leveling
 AI7804.and adjusted by the National Geodetic Survey in March 2001..
 AI7804.No vertical observational check was made to the station.
 AI7804
 AI7804.The geoid height was determined by GEOID03.
 AI7804
 AI7804.The dynamic height is computed by dividing the NAVD 88
 AI7804.geopotential number by the normal gravity value computed on the
 AI7804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7804.degrees latitude (g = 980.6199 gals.).
 AI7804
 AI7804.The modeled gravity was interpolated from observed gravity values.
 AI7804
 AI7804;                    North         East    Units  Estimated Accuracy
 AI7804;SPC NJ       -   123,370.      186,460.      MT  (+/- 180 meters Scaled)
 AI7804
 AI7804                          SUPERSEDED SURVEY CONTROL
 AI7804
 AI7804.No superseded survey control is available for this station.
 AI7804
 AI7804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK791219(NAD 83)
 AI7804_MARKER: DD = SURVEY DISK
 AI7804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7804_STAMPING: 5285
 AI7804_MARK LOGO: NJGS  
 AI7804_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7804+STABILITY: SURFACE MOTION
 AI7804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7804+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 AI7804
 AI7804  HISTORY     - Date     Condition        Report By
 AI7804  HISTORY     - 1936     MONUMENTED       NJGS
 AI7804  HISTORY     - 19981030 GOOD             NJGS
 AI7804
 AI7804                          STATION DESCRIPTION
 AI7804
 AI7804'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI7804'THE STATION IS LOCATED IN THE BOROUGH OF SEASIDE HEIGHTS ON THE WEST
 AI7804'SIDE OF BOULEVARD, STATE ROUTE 35, AT THE SOUTHWEST CORNER OF THE
 AI7804'INTERSECTION WITH SHERIDAN AVENUE.  TO REACH THE STATION FROM THE
 AI7804'INTERSECTION OF HAMILTON AVENUE AND BOULEVARD, GO NORTH ON BOULEVARD
 AI7804'FOR ABOUT 0.30 MI (0.48 KM) TO THE STATION ON THE LEFT, SET FLUSH WITH
 AI7804'THE SIDEWALK.  THE STATION IS 1.65 M (5.41 FT) WEST FROM THE WEST CURB
 AI7804'OF STATE ROUTE 35, 7.35 M (24.11 FT) SOUTH FROM THE SOUTH CURB OF
 AI7804'SHERIDAN AVENUE, 2.15 M (7.05 FT) SOUTH SOUTHWEST FROM A STREET LIGHT
 AI7804'WITH TWIN LAMPS, 4.4 M (14.4 FT) EAST FROM THE SOUTHEAST CORNER OF THE
 AI7804'BRICK GAZEBO ON THE GROUNDS OF THE SEASIDE HEIGHTS BOROUGH MUNICIPAL
 AI7804'BUILDING AND 4.4 M (14.4 FT) SOUTH SOUTHWEST FROM A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI7807 ***********************************************************************
 AI7807  DESIGNATION -  5289
 AI7807  PID         -  AI7807
 AI7807  STATE/COUNTY-  NJ/OCEAN
 AI7807  USGS QUAD   -  SEASIDE PARK (1989)
 AI7807
 AI7807                         *CURRENT SURVEY CONTROL
 AI7807  ___________________________________________________________________
 AI7807* NAD 83(1986)-  39 55 28.     (N)    074 04 40.     (W)     SCALED    
 AI7807* NAVD 88     -         1.343  (meters)       4.41   (feet)  ADJUSTED  
 AI7807  ___________________________________________________________________
 AI7807  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 AI7807  DYNAMIC HT  -           1.342 (meters)       4.40  (feet)  COMP
 AI7807  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 AI7807
 AI7807  VERT ORDER  -  FIRST     CLASS II
 AI7807
 AI7807.The horizontal coordinates were scaled from a topographic map and have
 AI7807.an estimated accuracy of +/- 6 seconds.
 AI7807
 AI7807.The orthometric height was determined by differential leveling
 AI7807.and adjusted by the National Geodetic Survey in March 2001..
 AI7807
 AI7807.The geoid height was determined by GEOID03.
 AI7807
 AI7807.The dynamic height is computed by dividing the NAVD 88
 AI7807.geopotential number by the normal gravity value computed on the
 AI7807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7807.degrees latitude (g = 980.6199 gals.).
 AI7807
 AI7807.The modeled gravity was interpolated from observed gravity values.
 AI7807
 AI7807;                    North         East    Units  Estimated Accuracy
 AI7807;SPC NJ       -   121,210.      186,090.      MT  (+/- 180 meters Scaled)
 AI7807
 AI7807                          SUPERSEDED SURVEY CONTROL
 AI7807
 AI7807.No superseded survey control is available for this station.
 AI7807
 AI7807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK788197(NAD 83)
 AI7807_MARKER: DD = SURVEY DISK
 AI7807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7807_STAMPING: 5289
 AI7807_MARK LOGO: NJGS  
 AI7807_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7807+STABILITY: SURFACE MOTION
 AI7807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7807+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1998
 AI7807
 AI7807  HISTORY     - Date     Condition        Report By
 AI7807  HISTORY     - 1949     MONUMENTED       NJGS
 AI7807  HISTORY     - 19981028 GOOD             NJGS
 AI7807
 AI7807                          STATION DESCRIPTION
 AI7807
 AI7807'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI7807'THE STATION IS LOCATED IN THE BOROUGH OF SEASIDE PARK ON THE NORTHEAST
 AI7807'SIDE OF NORTH CENTRAL AVENUE.  TO REACH THE STATION FROM THE MUNICIPAL
 AI7807'BUILDING IN THE CENTER OF CENTRAL AVENUE, GO NORTH ON CENTRAL AVENUE
 AI7807'FOR 0.4 MI (0.6 KM) TO THE INTERSECTION WITH BRIGHTON AVENUE AND THE
 AI7807'STATION ON THE RIGHT, SET BETWEEN THE CURB AND THE SIDEWALK AT THE
 AI7807'SOUTHEAST CORNER OF THE INTERSECTION.  THE STATION IS 7.4 M (24.3 FT)
 AI7807'SOUTH FROM THE CENTERLINE OF BRIGHTON AVENUE, 6.3 M (20.7 FT) EAST
 AI7807'FROM THE CENTERLINE OF NORTH CENTRAL AVENUE, 6.5 M (21.3 FT) NORTHWEST
 AI7807'FROM THE NORTHWEST CORNER OF HOUSE NUMBER 114, A ONE STORY FRAME
 AI7807'DWELLING, 16.6 M (54.5 FT) SOUTH AND ACROSS BRIGHTON AVENUE FROM WOOD
 AI7807'UTILITY POLE NUMBER BT 443 SSP, 1.9 M (6.2 FT) NORTH FROM A FIRE
 AI7807'HYDRANT, 0.3 M (1.0 FT) EAST FROM THE NORTHEAST CURB OF NORTH CENTRAL
 AI7807'AVENUE AND 4.8 M (15.7 FT) WEST SOUTHWEST FROM A STORM DRAIN INLET ON
 AI7807'THE SOUTH SIDE OF BRIGHTON AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6904 ***********************************************************************
 AM6904  DESIGNATION -  5291
 AM6904  PID         -  AM6904
 AM6904  STATE/COUNTY-  NJ/OCEAN
 AM6904  USGS QUAD   -  SHIP BOTTOM (1972)
 AM6904
 AM6904                         *CURRENT SURVEY CONTROL
 AM6904  ___________________________________________________________________
 AM6904* NAD 83(1986)-  39 39 37.     (N)    074 10 00.     (W)     SCALED    
 AM6904* NAVD 88     -         1.503  (meters)       4.93   (feet)  ADJUSTED  
 AM6904  ___________________________________________________________________
 AM6904  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 AM6904  DYNAMIC HT  -           1.503 (meters)       4.93  (feet)  COMP
 AM6904  MODELED GRAV-     980,152.4   (mgal)                       NAVD 88
 AM6904
 AM6904  VERT ORDER  -  FIRST     CLASS II
 AM6904
 AM6904.The horizontal coordinates were scaled from a topographic map and have
 AM6904.an estimated accuracy of +/- 6 seconds.
 AM6904
 AM6904.The orthometric height was determined by differential leveling
 AM6904.and adjusted by the National Geodetic Survey in March 2005..
 AM6904
 AM6904.The geoid height was determined by GEOID03.
 AM6904
 AM6904.The dynamic height is computed by dividing the NAVD 88
 AM6904.geopotential number by the normal gravity value computed on the
 AM6904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6904.degrees latitude (g = 980.6199 gals.).
 AM6904
 AM6904.The modeled gravity was interpolated from observed gravity values.
 AM6904
 AM6904;                    North         East    Units  Estimated Accuracy
 AM6904;SPC NJ       -    91,850.      178,600.      MT  (+/- 180 meters Scaled)
 AM6904
 AM6904                          SUPERSEDED SURVEY CONTROL
 AM6904
 AM6904.No superseded survey control is available for this station.
 AM6904
 AM6904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ714903(NAD 83)
 AM6904_MARKER: DD = SURVEY DISK
 AM6904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM6904_STAMPING: 5291
 AM6904_MARK LOGO: NJGS  
 AM6904_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM6904+STABILITY: SURFACE MOTION
 AM6904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6904+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2006
 AM6904
 AM6904  HISTORY     - Date     Condition        Report By
 AM6904  HISTORY     - 1937     MONUMENTED       NJGS
 AM6904  HISTORY     - 20010606 GOOD             NJGS
 AM6904  HISTORY     - 20060127 GOOD             GEOCAC
 AM6904
 AM6904                          STATION DESCRIPTION
 AM6904
 AM6904'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 AM6904'THE STATION IS LOCATED IN THE BOROUGH OF SURF CITY AT THE SOUTHEAST
 AM6904'CORNER OF THE INTERSECTION OF 9TH STREET AND LONG BEACH BOULEVARD
 AM6904'SERVICE ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF THE
 AM6904'WESTBOUND LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE
 AM6904'BOROUGH OF SHIP BOTTOM, GO NORTHEAST ON LONG BEACH BOULEVARD FOR 0.25
 AM6904'MI (0.40 KM) TO THE STATION ON THE RIGHT, SET FLUSH WITH THE CONCRETE
 AM6904'SIDEWALK, EAST AND ACROSS THE BOULEVARD FROM THE SURF CITY BOROUGH
 AM6904'HALL.  THE STATION IS 0.4 M (1.3 FT) SOUTHEAST FROM THE SOUTHEAST CURB
 AM6904'OF LONG BEACH BOULEVARD SERVICE ROAD, 5.1 M (16.7 FT) SOUTHWEST FROM A
 AM6904'FIRE HYDRANT, 12.6 M (41.3 FT) NORTHEAST FROM WOOD UTILITY POLE NUMBER
 AM6904'P5399 AND 4.4 M (14.4 FT) WEST NORTHWEST FROM THE NORTHWEST CORNER OF
 AM6904'THE NORTHERN MOST BUILDING ADDITION TO THE SURF CITY HOTEL.
 AM6904
 AM6904                          STATION RECOVERY (2006)
 AM6904
 AM6904'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AM6904'THE STATION IS LOCATED 14.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 AM6904'THE SURF CITY LIQUOR STORE AT 810 LONG BEACH BLVD, OTHERWISE AS
 AM6904'DESCRIBED.  HANDHELD COORDINATES ARE N39-39-37.20 W074-10-00.42.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7265 ***********************************************************************
 AC7265  DESIGNATION -  5292
 AC7265  PID         -  AC7265
 AC7265  STATE/COUNTY-  NJ/OCEAN
 AC7265  USGS QUAD   -  SHIP BOTTOM (1972)
 AC7265
 AC7265                         *CURRENT SURVEY CONTROL
 AC7265  ___________________________________________________________________
 AC7265* NAD 83(1986)-  39 39 09.     (N)    074 10 23.     (W)     SCALED    
 AC7265* NAVD 88     -         1.009  (meters)       3.31   (feet)  ADJUSTED  
 AC7265  ___________________________________________________________________
 AC7265  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 AC7265  DYNAMIC HT  -           1.008 (meters)       3.31  (feet)  COMP
 AC7265  MODELED GRAV-     980,151.4   (mgal)                       NAVD 88
 AC7265
 AC7265  VERT ORDER  -  FIRST     CLASS I
 AC7265
 AC7265.The horizontal coordinates were scaled from a topographic map and have
 AC7265.an estimated accuracy of +/- 6 seconds.
 AC7265
 AC7265.The orthometric height was determined by differential leveling
 AC7265.and adjusted by the National Geodetic Survey in April 1997..
 AC7265
 AC7265.The geoid height was determined by GEOID03.
 AC7265
 AC7265.The dynamic height is computed by dividing the NAVD 88
 AC7265.geopotential number by the normal gravity value computed on the
 AC7265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7265.degrees latitude (g = 980.6199 gals.).
 AC7265
 AC7265.The modeled gravity was interpolated from observed gravity values.
 AC7265
 AC7265;                    North         East    Units  Estimated Accuracy
 AC7265;SPC NJ       -    90,990.      178,060.      MT  (+/- 180 meters Scaled)
 AC7265
 AC7265                          SUPERSEDED SURVEY CONTROL
 AC7265
 AC7265.No superseded survey control is available for this station.
 AC7265
 AC7265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ709895(NAD 83)
 AC7265_MARKER: DD = SURVEY DISK
 AC7265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7265_STAMPING: 5292
 AC7265_MARK LOGO: NJGS  
 AC7265_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7265+STABILITY: SURFACE MOTION
 AC7265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC7265+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1996
 AC7265
 AC7265  HISTORY     - Date     Condition        Report By
 AC7265  HISTORY     - 1941     MONUMENTED       NJGS
 AC7265  HISTORY     - 19960701 GOOD             NJGS
 AC7265  HISTORY     - 20010606 GOOD             NJGS
 AC7265  HISTORY     - 20060127 GOOD             GEOCAC
 AC7265
 AC7265                          STATION DESCRIPTION
 AC7265
 AC7265'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 AC7265'THE STATION IS LOCATED IN THE BOROUGH OF SHIP BOTTOM.  TO REACH THE
 AC7265'STATION FROM THE INTERSECTION OF 9TH STREET, THE EASTBOUND LANES OF
 AC7265'STATE ROUTE 72 AND LONG BEACH BOULEVARD, GO NORTHEAST ON LONG BEACH
 AC7265'BOULEVARD FOR 0.25 MI (0.40 KM) TO THE STATION ON THE LEFT, SET FLUSH
 AC7265'WITH THE GROUND BETWEEN THE CURB AND SIDEWALK, JUST SOUTHWEST FROM THE
 AC7265'TEE JUNCTION WITH SOUTH 3RD STREET.  THE STATION IS 17.0 FT (5.2 M)
 AC7265'SOUTHEAST FROM THE SOUTHEAST CORNER OF HOUSE NUMBER 301 LONG BEACH
 AC7265'BOULEVARD, 8.5 FT (2.6 M) SOUTHWEST FROM POLE NUMBER BT98B AND 3.8 FT
 AC7265'(1.2 M) SOUTHWEST FROM THE NORTHEAST CURBLINE OF LONG BEACH BOULEVARD.
 AC7265
 AC7265                          STATION RECOVERY (2001)
 AC7265
 AC7265'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 AC7265'RECOVERED AS DESCRIBED.
 AC7265
 AC7265                          STATION RECOVERY (2006)
 AC7265
 AC7265'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AC7265'THE DISK IS LOCATED 8.5 FEET SOUTHWEST OF UTILITY POLE NUMBER BT-9-SB
 AC7265'P16088 AND 1.0 FEET NORTHWEST OF THE NORTHWEST CURBLINE OF LONG BEACH
 AC7265'BLVD.  HANDHELD COORDINATES ARE N39-39-10.56 W074-10-23.40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7264 ***********************************************************************
 AC7264  DESIGNATION -  5293
 AC7264  PID         -  AC7264
 AC7264  STATE/COUNTY-  NJ/OCEAN
 AC7264  USGS QUAD   -  SHIP BOTTOM (1972)
 AC7264
 AC7264                         *CURRENT SURVEY CONTROL
 AC7264  ___________________________________________________________________
 AC7264* NAD 83(1986)-  39 38 59.     (N)    074 10 29.     (W)     SCALED    
 AC7264* NAVD 88     -         1.168  (meters)       3.83   (feet)  ADJUSTED  
 AC7264  ___________________________________________________________________
 AC7264  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 AC7264  DYNAMIC HT  -           1.167 (meters)       3.83  (feet)  COMP
 AC7264  MODELED GRAV-     980,151.0   (mgal)                       NAVD 88
 AC7264
 AC7264  VERT ORDER  -  FIRST     CLASS I
 AC7264
 AC7264.The horizontal coordinates were scaled from a topographic map and have
 AC7264.an estimated accuracy of +/- 6 seconds.
 AC7264
 AC7264.The orthometric height was determined by differential leveling
 AC7264.and adjusted by the National Geodetic Survey in April 1997..
 AC7264
 AC7264.The geoid height was determined by GEOID03.
 AC7264
 AC7264.The dynamic height is computed by dividing the NAVD 88
 AC7264.geopotential number by the normal gravity value computed on the
 AC7264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7264.degrees latitude (g = 980.6199 gals.).
 AC7264
 AC7264.The modeled gravity was interpolated from observed gravity values.
 AC7264
 AC7264;                    North         East    Units  Estimated Accuracy
 AC7264;SPC NJ       -    90,680.      177,920.      MT  (+/- 180 meters Scaled)
 AC7264
 AC7264                          SUPERSEDED SURVEY CONTROL
 AC7264
 AC7264.No superseded survey control is available for this station.
 AC7264
 AC7264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ708892(NAD 83)
 AC7264_MARKER: DD = SURVEY DISK
 AC7264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7264_STAMPING: 5293
 AC7264_MARK LOGO: NJGS  
 AC7264_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7264+STABILITY: SURFACE MOTION
 AC7264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7264+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 AC7264
 AC7264  HISTORY     - Date     Condition        Report By
 AC7264  HISTORY     - 1941     MONUMENTED       NJGS
 AC7264  HISTORY     - 19960701 GOOD             NJGS
 AC7264  HISTORY     - 20010606 GOOD             NJGS
 AC7264
 AC7264                          STATION DESCRIPTION
 AC7264
 AC7264'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 AC7264'THE STATION IS LOCATED IN THE BOROUGH OF SHIP BOTTOM AT THE SOUTHEAST
 AC7264'CORNER OF THE TEE INTERSECTION OF 8TH STREET, THE WESTBOUND LANES OF
 AC7264'STATE ROUTE 72 AND LONG BEACH BOULEVARD.  THE STATION IS 18.0 FT (5.5
 AC7264'M) SOUTHEAST FROM THE CENTERLINE OF 8TH STREET AND 15.0 FT (4.6 M)
 AC7264'SOUTHEAST FROM THE CURBLINE OF LONG BEACH BOULEVARD.
 AC7264
 AC7264                          STATION RECOVERY (2001)
 AC7264
 AC7264'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 AC7264'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7257 ***********************************************************************
 AC7257  DESIGNATION -  5296
 AC7257  PID         -  AC7257
 AC7257  STATE/COUNTY-  NJ/OCEAN
 AC7257  USGS QUAD   -  SHIP BOTTOM (1972)
 AC7257
 AC7257                         *CURRENT SURVEY CONTROL
 AC7257  ___________________________________________________________________
 AC7257* NAD 83(1986)-  39 37 32.     (N)    074 11 38.     (W)     SCALED    
 AC7257* NAVD 88     -         0.652  (meters)       2.14   (feet)  ADJUSTED  
 AC7257  ___________________________________________________________________
 AC7257  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 AC7257  DYNAMIC HT  -           0.652 (meters)       2.14  (feet)  COMP
 AC7257  MODELED GRAV-     980,147.4   (mgal)                       NAVD 88
 AC7257
 AC7257  VERT ORDER  -  FIRST     CLASS I
 AC7257
 AC7257.The horizontal coordinates were scaled from a topographic map and have
 AC7257.an estimated accuracy of +/- 6 seconds.
 AC7257
 AC7257.The orthometric height was determined by differential leveling
 AC7257.and adjusted by the National Geodetic Survey in April 1997..
 AC7257
 AC7257.The geoid height was determined by GEOID03.
 AC7257
 AC7257.The dynamic height is computed by dividing the NAVD 88
 AC7257.geopotential number by the normal gravity value computed on the
 AC7257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7257.degrees latitude (g = 980.6199 gals.).
 AC7257
 AC7257.The modeled gravity was interpolated from observed gravity values.
 AC7257
 AC7257;                    North         East    Units  Estimated Accuracy
 AC7257;SPC NJ       -    87,990.      176,280.      MT  (+/- 180 meters Scaled)
 AC7257
 AC7257                          SUPERSEDED SURVEY CONTROL
 AC7257
 AC7257.No superseded survey control is available for this station.
 AC7257
 AC7257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ691865(NAD 83)
 AC7257_MARKER: DD = SURVEY DISK
 AC7257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7257_STAMPING: 5296
 AC7257_MARK LOGO: NJGS  
 AC7257_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7257+STABILITY: SURFACE MOTION
 AC7257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7257+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1996
 AC7257
 AC7257  HISTORY     - Date     Condition        Report By
 AC7257  HISTORY     - 1937     MONUMENTED       NJGS
 AC7257  HISTORY     - 19960709 GOOD             NJGS
 AC7257
 AC7257                          STATION DESCRIPTION
 AC7257
 AC7257'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 AC7257'THE STATION IS LOCATED IN LONG BEACH TOWNSHIP IN THE COMMUNITY OF
 AC7257'BRANT BEACH.  TO REACH THE STATION FROM THE INTERSECTION OF 9TH
 AC7257'STREET, THE EASTBOUND LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD
 AC7257'IN THE BOROUGH OF SHIP BOTTOM, GO SOUTHWEST ON LONG BEACH BOULEVARD
 AC7257'FOR 1.85 MI (2.98 KM) TO THE STATION ON THE LEFT, SET FLUSH WITH THE
 AC7257'GROUND BETWEEN THE CURB AND SIDEWALK, JUST SOUTHWEST FROM THE
 AC7257'INTERSECTION WITH 52ND STREET.  THE STATION IS 26 FT (7.9 M) SOUTHWEST
 AC7257'FROM THE CENTERLINE OF 52ND STREET AND 37.1 FT (11.3 M) NORTHEAST FROM
 AC7257'THE CENTERLINE OF LONG BEACH BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7256 ***********************************************************************
 AC7256  DESIGNATION -  5297
 AC7256  PID         -  AC7256
 AC7256  STATE/COUNTY-  NJ/OCEAN
 AC7256  USGS QUAD   -  BEACH HAVEN (1977)
 AC7256
 AC7256                         *CURRENT SURVEY CONTROL
 AC7256  ___________________________________________________________________
 AC7256* NAD 83(1986)-  39 37 17.     (N)    074 11 48.     (W)     SCALED    
 AC7256* NAVD 88     -         1.272  (meters)       4.17   (feet)  ADJUSTED  
 AC7256  ___________________________________________________________________
 AC7256  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 AC7256  DYNAMIC HT  -           1.271 (meters)       4.17  (feet)  COMP
 AC7256  MODELED GRAV-     980,146.7   (mgal)                       NAVD 88
 AC7256
 AC7256  VERT ORDER  -  FIRST     CLASS I
 AC7256
 AC7256.The horizontal coordinates were scaled from a topographic map and have
 AC7256.an estimated accuracy of +/- 6 seconds.
 AC7256
 AC7256.The orthometric height was determined by differential leveling
 AC7256.and adjusted by the National Geodetic Survey in April 1997..
 AC7256
 AC7256.The geoid height was determined by GEOID03.
 AC7256
 AC7256.The dynamic height is computed by dividing the NAVD 88
 AC7256.geopotential number by the normal gravity value computed on the
 AC7256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7256.degrees latitude (g = 980.6199 gals.).
 AC7256
 AC7256.The modeled gravity was interpolated from observed gravity values.
 AC7256
 AC7256;                    North         East    Units  Estimated Accuracy
 AC7256;SPC NJ       -    87,530.      176,040.      MT  (+/- 180 meters Scaled)
 AC7256
 AC7256                          SUPERSEDED SURVEY CONTROL
 AC7256
 AC7256.No superseded survey control is available for this station.
 AC7256
 AC7256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ689860(NAD 83)
 AC7256_MARKER: DD = SURVEY DISK
 AC7256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7256_STAMPING: 5297
 AC7256_MARK LOGO: NJGS  
 AC7256_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7256+STABILITY: SURFACE MOTION
 AC7256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7256+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1996
 AC7256
 AC7256  HISTORY     - Date     Condition        Report By
 AC7256  HISTORY     - 1937     MONUMENTED       NJGS
 AC7256  HISTORY     - 19960709 GOOD             NJGS
 AC7256  HISTORY     - 20060421 GOOD             GEOCAC
 AC7256
 AC7256                          STATION DESCRIPTION
 AC7256
 AC7256'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 AC7256'THE STATION IS LOCATED IN LONG BEACH TOWNSHIP IN THE COMMUNITY OF
 AC7256'BRANT BEACH.  TO REACH THE STATION FROM THE INTERSECTION OF 9TH
 AC7256'STREET, THE EASTBOUND LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD
 AC7256'IN THE BOROUGH OF SHIP BOTTOM, GO SOUTHWEST ON LONG BEACH BOULEVARD
 AC7256'FOR 2.35 MI (3.78 KM) TO THE STATION ON THE LEFT, JUST SOUTHWEST FROM
 AC7256'THE INTERSECTION WITH KIMBERLY AVENUE (59TH STREET) . THE STATION IS
 AC7256'106 FT (32.3 M) SOUTHWEST FROM THE CENTERLINE OF KIMBERLY AVENUE AND
 AC7256'46.2 FT (14.1 M) EAST FROM THE CENTERLINE OF LONG BEACH BOULEVARD.
 AC7256
 AC7256                          STATION RECOVERY (2006)
 AC7256
 AC7256'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AC7256'THE STATION IS AS PREVIOUSLY DESCRIBED AND ABOUT 15 FEET
 AC7256'SOUTH-SOUTHEAST OF WOOD UTILITY POLE P7337, ABOUT THREE FEET NORTHEAST
 AC7256'OF THE NORTHEAST CORNER OF A STORM DRAIN, ABOUT 1.5 FEET SOUTHWEST OF
 AC7256'THE NORTHWEST END OF A METAL GUARDRAIL, AND RECESSED THREE INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0957 ***********************************************************************
 KV0957  DESIGNATION -  53 PRR
 KV0957  PID         -  KV0957
 KV0957  STATE/COUNTY-  NJ/MIDDLESEX
 KV0957  USGS QUAD   -  JAMESBURG (1981)
 KV0957
 KV0957                         *CURRENT SURVEY CONTROL
 KV0957  ___________________________________________________________________
 KV0957* NAD 83(1986)-  40 21 19.     (N)    074 26 41.     (W)     SCALED    
 KV0957* NAVD 88     -        23.380  (meters)      76.71   (feet)  ADJUSTED  
 KV0957  ___________________________________________________________________
 KV0957  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KV0957  DYNAMIC HT  -          23.370 (meters)      76.67  (feet)  COMP
 KV0957  MODELED GRAV-     980,197.6   (mgal)                       NAVD 88
 KV0957
 KV0957  VERT ORDER  -  FIRST     CLASS II
 KV0957
 KV0957.The horizontal coordinates were scaled from a topographic map and have
 KV0957.an estimated accuracy of +/- 6 seconds.
 KV0957
 KV0957.The orthometric height was determined by differential leveling
 KV0957.and adjusted by the National Geodetic Survey in June 1991..
 KV0957
 KV0957.The geoid height was determined by GEOID03.
 KV0957
 KV0957.The dynamic height is computed by dividing the NAVD 88
 KV0957.geopotential number by the normal gravity value computed on the
 KV0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0957.degrees latitude (g = 980.6199 gals.).
 KV0957
 KV0957.The modeled gravity was interpolated from observed gravity values.
 KV0957
 KV0957;                    North         East    Units  Estimated Accuracy
 KV0957;SPC NJ       -   168,960.      154,700.      MT  (+/- 180 meters Scaled)
 KV0957
 KV0957                          SUPERSEDED SURVEY CONTROL
 KV0957
 KV0957  NGVD 29 (01/10/92)   23.710  (m)           77.79   (f) ADJUSTED    1 2
 KV0957
 KV0957.Superseded values are not recommended for survey control.
 KV0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0957.See file dsdata.txt to determine how the superseded data were derived.
 KV0957
 KV0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK471673(NAD 83)
 KV0957_MARKER: B = BOLT
 KV0957_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0957_SP_SET: BRIDGE SEAT
 KV0957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0957
 KV0957  HISTORY     - Date     Condition        Report By
 KV0957  HISTORY     - UNK      MONUMENTED       PRR
 KV0957  HISTORY     - 1935     GOOD             CGS
 KV0957  HISTORY     - 1974     GOOD             NGS
 KV0957
 KV0957                          STATION DESCRIPTION
 KV0957
 KV0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0957'AT JAMESBURG.
 KV0957'AT JAMESBURG, MIDDLESEX COUNTY, AT THE CATSMER AVENUE BRIDGE,
 KV0957'ON THE WEST ABUTMENT, AND IN THE NORTH END OF THE BRIDGE SEAT.
 KV0957'A COPPER BOLT.
 KV0957
 KV0957                          STATION RECOVERY (1974)
 KV0957
 KV0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7130 ***********************************************************************
 KV7130  DESIGNATION -  5331 A
 KV7130  PID         -  KV7130
 KV7130  STATE/COUNTY-  NJ/MORRIS
 KV7130  USGS QUAD   -  CHESTER (1981)
 KV7130
 KV7130                         *CURRENT SURVEY CONTROL
 KV7130  ___________________________________________________________________
 KV7130* NAD 83(1996)-  40 51 47.97958(N)    074 42 25.34536(W)     ADJUSTED  
 KV7130* NAVD 88     -       332.9    (meters)    1092.     (feet)  GPS OBS   
 KV7130  ___________________________________________________________________
 KV7130  X           -   1,274,135.277 (meters)                     COMP
 KV7130  Y           -  -4,659,703.700 (meters)                     COMP
 KV7130  Z           -   4,151,152.769 (meters)                     COMP
 KV7130  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 KV7130  ELLIP HEIGHT-         300.00  (meters)          (10/23/02) GPS OBS
 KV7130  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV7130
 KV7130  HORZ ORDER  -  FIRST
 KV7130  ELLP ORDER  -  FOURTH    CLASS I
 KV7130
 KV7130.The horizontal coordinates were established by GPS observations
 KV7130.and adjusted by the National Geodetic Survey in May 1999..
 KV7130
 KV7130.The orthometric height was determined by GPS observations and a
 KV7130.high-resolution geoid model.
 KV7130
 KV7130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7130
 KV7130.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7130
 KV7130.The ellipsoidal height was determined by GPS observations
 KV7130.and is referenced to NAD 83.
 KV7130
 KV7130.The geoid height was determined by GEOID03.
 KV7130
 KV7130;                    North         East     Units Scale Factor Converg.
 KV7130;SPC NJ       -   225,391.897   132,546.427   MT  0.99990375   -0 08 07.6
 KV7130;SPC NJ       -   739,473.25    434,862.74   sFT  0.99990375   -0 08 07.6
 KV7130;UTM  18      - 4,523,626.613   524,689.192   MT  0.99960750   +0 11 30.0
 KV7130
 KV7130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7130!SPC NJ       -   0.99995294  x   0.99990375  =   0.99985670
 KV7130!UTM  18      -   0.99995294  x   0.99960750  =   0.99956046
 KV7130
 KV7130                          SUPERSEDED SURVEY CONTROL
 KV7130
 KV7130  NAD 83(1986)-  40 51 47.97870(N)    074 42 25.34658(W) AD(       ) 1
 KV7130
 KV7130.Superseded values are not recommended for survey control.
 KV7130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7130.See file dsdata.txt to determine how the superseded data were derived.
 KV7130
 KV7130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2468923627(NAD 83)
 KV7130_MARKER: DD = SURVEY DISK
 KV7130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7130_SP_SET: CONCRETE POST
 KV7130_STAMPING: 5331 A
 KV7130_MARK LOGO: NJGS  
 KV7130_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7130+STABILITY: SURFACE MOTION
 KV7130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7130+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1993
 KV7130
 KV7130  HISTORY     - Date     Condition        Report By
 KV7130  HISTORY     - 1940     MONUMENTED       NJGS
 KV7130  HISTORY     - 19931001 GOOD
 KV7130
 KV7130                          STATION DESCRIPTION
 KV7130
 KV7130'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1940
 KV7130'THE STATION IS LOCATED IN MOUNT OLIVE TOWNSHIP AT THE NORTHEAST SIDE
 KV7130'OF FLANDERS NETCONG ROAD NEAR THE CROSROADS INTERSECTION WTIH
 KV7130'DRAKESTOWN ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 KV7130'HIGHWAY 206 AND DRAKESTOWN ROAD, GO SOUTHWEST ON DRAKESTOWN ROAD FOR
 KV7130'0.7 MI (1.1 KM) TO THE INTERSECTION WITH FLANDERS NETCONG ROAD AND
 KV7130'THE STATION AHEAD.  THE STATION IS ALSO 1.3 MI (2.1 KM) SOUTH FROM
 KV7130'THE CROSSROADS INTERSECTION WITH GOLD MINE ROAD.  THE STATION IS 7.4
 KV7130'FT (2.3 M) NORTHWEST FROM THE NORTHWEST EDGE OF PAVING OF FLANDERS
 KV7130'NETCONG ROAD, 10.33 FT (3.15 M) NORTH FROM THE FACE OF A GUY POLE
 KV7130'WITH NO NUMBER, 65.32 FT (19.91 M) EAST FROM A 1 FT (0.3 M) DIAMETER
 KV7130'MAPLE TREE, 39.3 FT (12.0 M) FROM A 10 INCH DIAMETER MAPLE TREE AND
 KV7130'52.5 FT (16.0 M) NORTHWEST FROM THE FACE OF UTILITY POLE NUMBER 140MO
 KV7130'100HPS AT THE SOUTHEAST SIDE OF FLANDERS NETCONG ROAD.  THE STATION
 KV7130'IS 0.3 FT (9.1 CM) BELOW THE GROUND.
 KV7130
 KV7130                          STATION RECOVERY (1993)
 KV7130
 KV7130'RECOVERED 1993
 KV7130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1108 ***********************************************************************
 KV1108  DESIGNATION -  53.89
 KV1108  PID         -  KV1108
 KV1108  STATE/COUNTY-  NJ/MERCER
 KV1108  USGS QUAD   -  PENNINGTON (1995)
 KV1108
 KV1108                         *CURRENT SURVEY CONTROL
 KV1108  ___________________________________________________________________
 KV1108* NAD 83(1986)-  40 17 45.     (N)    074 52 02.     (W)     SCALED    
 KV1108* NAVD 88     -        16.140  (meters)      52.95   (feet)  ADJUSTED  
 KV1108  ___________________________________________________________________
 KV1108  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KV1108  DYNAMIC HT  -          16.133 (meters)      52.93  (feet)  COMP
 KV1108  MODELED GRAV-     980,156.9   (mgal)                       NAVD 88
 KV1108
 KV1108  VERT ORDER  -  FIRST     CLASS I
 KV1108
 KV1108.The horizontal coordinates were scaled from a topographic map and have
 KV1108.an estimated accuracy of +/- 6 seconds.
 KV1108
 KV1108.The orthometric height was determined by differential leveling
 KV1108.and adjusted by the National Geodetic Survey in June 1991..
 KV1108
 KV1108.The geoid height was determined by GEOID03.
 KV1108
 KV1108.The dynamic height is computed by dividing the NAVD 88
 KV1108.geopotential number by the normal gravity value computed on the
 KV1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1108.degrees latitude (g = 980.6199 gals.).
 KV1108
 KV1108.The modeled gravity was interpolated from observed gravity values.
 KV1108
 KV1108;                    North         East    Units  Estimated Accuracy
 KV1108;SPC NJ       -   162,420.      118,780.      MT  (+/- 180 meters Scaled)
 KV1108
 KV1108                          SUPERSEDED SURVEY CONTROL
 KV1108
 KV1108  NGVD 29 (01/10/92)   16.433  (m)           53.91   (f) ADJUSTED    1 1
 KV1108
 KV1108.Superseded values are not recommended for survey control.
 KV1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1108.See file dsdata.txt to determine how the superseded data were derived.
 KV1108
 KV1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK112606(NAD 83)
 KV1108_MARKER: DD = SURVEY DISK
 KV1108_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV1108_SP_SET: BRIDGE BALUSTRADE
 KV1108_STAMPING: 53.89 1955 FLOOD CREST
 KV1108_MARK LOGO: NJGS  
 KV1108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1108+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005
 KV1108
 KV1108  HISTORY     - Date     Condition        Report By
 KV1108  HISTORY     - 1955     MONUMENTED       NJGS
 KV1108  HISTORY     - 1963     GOOD             CGS
 KV1108  HISTORY     - 1975     GOOD             BAKER
 KV1108  HISTORY     - 19881012 GOOD             NJGS
 KV1108  HISTORY     - 20050818 GOOD             GEOCAC
 KV1108
 KV1108                          STATION DESCRIPTION
 KV1108
 KV1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KV1108'AT WASHINGTON CROSSING.
 KV1108'AT WASHINGTON CROSSING, SET VERTICALLY IN THE NORTH FACE AND
 KV1108'NEAR THE WEST END OF A STONE AND CONCRETE WALL NEAR THE EAST
 KV1108'END OF THE STATE HIGHWAY 546 BRIDGE OVER THE DELAWARE RIVER,
 KV1108'20 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 35.1 FEET
 KV1108'EAST OF THE SOUTHEAST CORNER OF THE BRIDGE, 6 1/2 FEET WEST
 KV1108'OF POWER LINE POLE NO. HT 684 G 4, AND ABOUT 0.4 FOOT ABOVE
 KV1108'THE LEVEL OF THE BRIDGE SIDEWALK, 1.5 FEET EAST OF THE WEST
 KV1108'END OF THE WALL AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KV1108
 KV1108                          STATION RECOVERY (1975)
 KV1108
 KV1108'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 KV1108'RECOVERED IN GOOD CONDITION.
 KV1108
 KV1108                          STATION RECOVERY (1988)
 KV1108
 KV1108'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1108'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1108'IN WASHINGTON CROSSING, DISK SET VERTICALLY IN THE NORTH FACE AND NEAR
 KV1108'THE WEST END OF THE MASONRY WALL, BALUSTRADE, ON THE SOUTHERLY SIDE OF
 KV1108'THE APPROACH TO THE WASHINGTON CROSSING BRIDGE SPANNING THE DELAWARE
 KV1108'RIVER, 0.52 M (1.7 FT) EAST OF THE WEST END OF THE WALL, 7.6 M
 KV1108'(24.9 FT) WEST OF THE BRIDGE TENDERS HOUSE, 1.85 M (6.1 FT) SOUTH OF
 KV1108'THE SOUTH CURBLINE, SET 0.12 M (0.4 FT) ABOVE THE SIDEWALK.
 KV1108
 KV1108                          STATION RECOVERY (2005)
 KV1108
 KV1108'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 KV1108'HANDHELD COORDINATES ARE N40-17-46.02 W074-52-01.14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6727 ***********************************************************************
 AB6727  DESIGNATION -  5479
 AB6727  PID         -  AB6727
 AB6727  STATE/COUNTY-  NJ/SUSSEX
 AB6727  USGS QUAD   -  FRANKLIN (1971)
 AB6727
 AB6727                         *CURRENT SURVEY CONTROL
 AB6727  ___________________________________________________________________
 AB6727* NAD 83(1986)-  41 02 47.     (N)    074 37 28.     (W)     SCALED    
 AB6727* NAVD 88     -       201.591  (meters)     661.39   (feet)  ADJUSTED  
 AB6727  ___________________________________________________________________
 AB6727  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 AB6727  DYNAMIC HT  -         201.501 (meters)     661.09  (feet)  COMP
 AB6727  MODELED GRAV-     980,169.0   (mgal)                       NAVD 88
 AB6727
 AB6727  VERT ORDER  -  SECOND    CLASS II
 AB6727
 AB6727.The horizontal coordinates were scaled from a topographic map and have
 AB6727.an estimated accuracy of +/- 6 seconds.
 AB6727
 AB6727.The orthometric height was determined by differential leveling
 AB6727.and adjusted by the National Geodetic Survey in September 1996..
 AB6727
 AB6727.The geoid height was determined by GEOID03.
 AB6727
 AB6727.The dynamic height is computed by dividing the NAVD 88
 AB6727.geopotential number by the normal gravity value computed on the
 AB6727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6727.degrees latitude (g = 980.6199 gals.).
 AB6727
 AB6727.The modeled gravity was interpolated from observed gravity values.
 AB6727
 AB6727;                    North         East    Units  Estimated Accuracy
 AB6727;SPC NJ       -   245,710.      139,540.      MT  (+/- 180 meters Scaled)
 AB6727
 AB6727                          SUPERSEDED SURVEY CONTROL
 AB6727
 AB6727.No superseded survey control is available for this station.
 AB6727
 AB6727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL315439(NAD 83)
 AB6727_MARKER: DD = SURVEY DISK
 AB6727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6727_STAMPING: 5479
 AB6727_MARK LOGO: NJGS  
 AB6727_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6727+STABILITY: SURFACE MOTION
 AB6727_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6727+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1996
 AB6727
 AB6727  HISTORY     - Date     Condition        Report By
 AB6727  HISTORY     - UNK      MONUMENTED       RBNF
 AB6727  HISTORY     - 19960313 GOOD             NJGS
 AB6727
 AB6727                          STATION DESCRIPTION
 AB6727
 AB6727'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1996 (RJK)
 AB6727'THE STATION IS LOCATED IN SPARTA TOWNSHIP.  TO REACH THE STATION FROM
 AB6727'THE JUNCTION OF STATE ROUTE 181 AND COUNTY ROAD 517 (MAIN STREET)
 AB6727'PROCEED 0.5 MI (0.8 KM) NORTHEAST ON COUNTY ROAD 517 (MAIN STREET) TO
 AB6727'THE STATE ROUTE 15 BRIDGE SPANNING COUNTY ROAD 517, CONTINUE
 AB6727'NORTHEAST, AHEAD ON COUNTY ROAD 517 FOR ANOTHER 0.5 MI (0.8 KM) TO THE
 AB6727'STATION ON THE LEFT.  THE STATION IS LOCATED 35 FT (10.7 M) NORTH OF
 AB6727'THE CENTERLINE INTERSECTION OF THE RAILROAD TRACKS GRADE CROSSING AND
 AB6727'COUNTY ROAD 517, 15.5 FT (4.7 M) NORTHWEST OF THE CENTERLINE OF COUNTY
 AB6727'ROAD 517, 14.3 FT (4.4 M) NORTHEAST OF THE RAILROAD CROSSING GATE FOR
 AB6727'THE SOUTHBOUND LANES OF COUNTY ROAD 517, 58.6 FT (17.9 M) SOUTHWEST OF
 AB6727'POLE NUMBER NJ 4 ST, 58.7 FT (17.9 M) NORTHWEST OF THE NORTHWEST
 AB6727'CORNER OF AN ALUMINUM ELECTRICAL BOX WITH AN IDENTIFICATION TAG OF,
 AB6727'RTE 517 MP 59.50, 2 FT (0.6 M) NORTHWEST AND BEHIND THE GUIDE RAIL FOR
 AB6727'THE SOUTHBOUND COUNTY ROAD 517 LANES.  THE STATION IS ABOUT 2 FT (0.6
 AB6727'M) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6726 ***********************************************************************
 AB6726  DESIGNATION -  5480
 AB6726  PID         -  AB6726
 AB6726  STATE/COUNTY-  NJ/SUSSEX
 AB6726  USGS QUAD   -  FRANKLIN (1971)
 AB6726
 AB6726                         *CURRENT SURVEY CONTROL
 AB6726  ___________________________________________________________________
 AB6726* NAD 83(1986)-  41 02 58.     (N)    074 37 14.     (W)     SCALED    
 AB6726* NAVD 88     -       205.851  (meters)     675.36   (feet)  ADJUSTED  
 AB6726  ___________________________________________________________________
 AB6726  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 AB6726  DYNAMIC HT  -         205.759 (meters)     675.06  (feet)  COMP
 AB6726  MODELED GRAV-     980,170.2   (mgal)                       NAVD 88
 AB6726
 AB6726  VERT ORDER  -  SECOND    CLASS II
 AB6726
 AB6726.The horizontal coordinates were scaled from a topographic map and have
 AB6726.an estimated accuracy of +/- 6 seconds.
 AB6726
 AB6726.The orthometric height was determined by differential leveling
 AB6726.and adjusted by the National Geodetic Survey in September 1996..
 AB6726
 AB6726.The geoid height was determined by GEOID03.
 AB6726
 AB6726.The dynamic height is computed by dividing the NAVD 88
 AB6726.geopotential number by the normal gravity value computed on the
 AB6726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6726.degrees latitude (g = 980.6199 gals.).
 AB6726
 AB6726.The modeled gravity was interpolated from observed gravity values.
 AB6726
 AB6726;                    North         East    Units  Estimated Accuracy
 AB6726;SPC NJ       -   246,050.      139,870.      MT  (+/- 180 meters Scaled)
 AB6726
 AB6726                          SUPERSEDED SURVEY CONTROL
 AB6726
 AB6726.No superseded survey control is available for this station.
 AB6726
 AB6726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL318443(NAD 83)
 AB6726_MARKER: DD = SURVEY DISK
 AB6726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6726_STAMPING: 5480
 AB6726_MARK LOGO: NJGS  
 AB6726_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6726+STABILITY: SURFACE MOTION
 AB6726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6726+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 AB6726
 AB6726  HISTORY     - Date     Condition        Report By
 AB6726  HISTORY     - UNK      MONUMENTED       RBNF
 AB6726  HISTORY     - 19960313 GOOD             NJGS
 AB6726  HISTORY     - 20050828 GOOD             GEOCAC
 AB6726
 AB6726                          STATION DESCRIPTION
 AB6726
 AB6726'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1996 (RJK)
 AB6726'THE STATION IS LOCATED IN SPARTA TOWNSHIP.  TO REACH THE STATION FROM
 AB6726'THE JUNCTION OF STATE ROUTE 181 AND COUNTY ROAD 517 (MAIN STREET)
 AB6726'PROCEED 0.5 MI (0.8 KM) NORTHEAST ON COUNTY ROAD 517 (MAIN STREET) TO
 AB6726'THE STATE ROUTE 15 BRIDGE SPANNING COUNTY ROAD 517, CONTINUE
 AB6726'NORTHEAST, AHEAD ON COUNTY ROAD 517 FOR ANOTHER 0.8 MI (1.3 KM) TO THE
 AB6726'STATION ON THE RIGHT.  THE STATION IS LOCATED BETWEEN THE ROADWAY AND
 AB6726'THE RAILROAD TRACKS, 19.1 FT (5.8 M) NORTHEAST OF POLE NUMBER S/UTE
 AB6726'58, 32.3 FT (9.8 M) SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 517,
 AB6726'31.3 FT (9.5 M) WEST SOUTHWEST OF A RAILROAD SIGN, W MX, OF THE
 AB6726'RAILROAD LINE, 30.6 FT (9.3 M) WEST OF THE WEST RAIL OF THE TRACK, AND
 AB6726'ABOUT 6 FT (1.8 M) ABOVE THE LEVEL OF THE ROAD SURFACE.
 AB6726
 AB6726                          STATION RECOVERY (2005)
 AB6726
 AB6726'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 AB6726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2926 ***********************************************************************
 LY2926  DESIGNATION -  5487
 LY2926  PID         -  LY2926
 LY2926  STATE/COUNTY-  NJ/SUSSEX
 LY2926  USGS QUAD   -  FRANKLIN (1971)
 LY2926
 LY2926                         *CURRENT SURVEY CONTROL
 LY2926  ___________________________________________________________________
 LY2926* NAD 83(1996)-  41 04 47.68744(N)    074 35 35.33914(W)     ADJUSTED  
 LY2926* NAVD 88     -       199.8    (meters)     656.     (feet)  GPS OBS   
 LY2926  ___________________________________________________________________
 LY2926  X           -   1,279,178.506 (meters)                     COMP
 LY2926  Y           -  -4,641,860.506 (meters)                     COMP
 LY2926  Z           -   4,169,226.905 (meters)                     COMP
 LY2926  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 LY2926  ELLIP HEIGHT-         167.28  (meters)          (10/23/02) GPS OBS
 LY2926  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LY2926
 LY2926  HORZ ORDER  -  FIRST
 LY2926  ELLP ORDER  -  FOURTH    CLASS I
 LY2926
 LY2926.The horizontal coordinates were established by GPS observations
 LY2926.and adjusted by the National Geodetic Survey in May 1999..
 LY2926
 LY2926.The orthometric height was determined by GPS observations and a
 LY2926.high-resolution geoid model.
 LY2926
 LY2926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2926
 LY2926.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2926
 LY2926.The ellipsoidal height was determined by GPS observations
 LY2926.and is referenced to NAD 83.
 LY2926
 LY2926.The geoid height was determined by GEOID03.
 LY2926
 LY2926;                    North         East     Units Scale Factor Converg.
 LY2926;SPC NJ       -   249,425.590   142,173.083   MT  0.99990075   -0 03 40.4
 LY2926;SPC NJ       -   818,323.79    466,446.19   sFT  0.99990075   -0 03 40.4
 LY2926;UTM  18      - 4,547,707.977   534,175.407   MT  0.99961437   +0 16 02.5
 LY2926
 LY2926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2926!SPC NJ       -   0.99997376  x   0.99990075  =   0.99987451
 LY2926!UTM  18      -   0.99997376  x   0.99961437  =   0.99958814
 LY2926
 LY2926                          SUPERSEDED SURVEY CONTROL
 LY2926
 LY2926  ELLIP H (05/14/99)  167.29   (m)                       GP(       ) 4 1
 LY2926  NAD 83(1996)-  41 04 47.68724(N)    074 35 35.33941(W) AD(       ) 1
 LY2926  NAD 83(1986)-  41 04 47.68737(N)    074 35 35.33973(W) AD(       ) 1
 LY2926
 LY2926.Superseded values are not recommended for survey control.
 LY2926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2926.See file dsdata.txt to determine how the superseded data were derived.
 LY2926
 LY2926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3417547708(NAD 83)
 LY2926_MARKER: DD = SURVEY DISK
 LY2926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2926_SP_SET: CONCRETE POST
 LY2926_STAMPING: 5487
 LY2926_MARK LOGO: NJGS  
 LY2926_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2926+STABILITY: SURFACE MOTION
 LY2926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2926+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 LY2926
 LY2926  HISTORY     - Date     Condition        Report By
 LY2926  HISTORY     - 1939     MONUMENTED       NJGS
 LY2926  HISTORY     - 19930920 GOOD
 LY2926  HISTORY     - 20010220 GOOD             INDIV
 LY2926  HISTORY     - 20060718 GOOD             AASCO
 LY2926
 LY2926                          STATION DESCRIPTION
 LY2926
 LY2926'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1939
 LY2926'THE STATION IS LOCATED IN THE BOROUGH OF OGDENSBURG ON THE NORTHWEST
 LY2926'SIDE OF MAIN STREET, COUNTY ROAD 517, ON THE GROUNDS OF THE
 LY2926'OGDENSBURG PUBLIC SCHOOL.  TO REACH THE STATION FROM THE INTERSECTION
 LY2926'OF STATE ROUTE 23 AND COUNTY ROAD 517, GO SOUTH ON COUNTY ROAD 517
 LY2926'FOR 1.7 MI (2.7 KM) TO THE OGDENSBURG PUBLIC SCHOOL AND THE STATION
 LY2926'ON THE RIGHT, SET ABOUT 0.1 FT (3.0 CM) BELOW THE GROUND IN THE LAWN
 LY2926'IN FRONT OF THE SCHOOL AND ABOUT 0.7 M (2.3 FT) ABOVE THE LEVEL OF
 LY2926'THE ROAD.  THE STATION IS 5.9 M (19.4 FT) WEST FROM AND NORMAL TO THE
 LY2926'CENTERLINE OF MAIN STREET, 1.2 M (3.9 FT) NORTHWEST FROM THE EAST
 LY2926'FACE OF A 2 FT (0.6 M) HIGH CONCRETE WALL IN FRONT OF THE SCHOOL
 LY2926'BUILDING, 8.8 M (28.9 FT) SOUTHEAST FROM A FLAGPOLE IN FRONT OF THE
 LY2926'SCHOOL OF THE BUILDING AND 17.4 M (57.1 FT) SOUTH SOUTHWEST FROM THE
 LY2926'CENTER OF THE NORTH ENTRANCE DRIVE LEADING TO A PARKING LOT IN FRONT
 LY2926'OF THE SCHOOL BUILDING.
 LY2926
 LY2926                          STATION RECOVERY (1993)
 LY2926
 LY2926'RECOVERED 1993
 LY2926'RECOVERED IN GOOD CONDITION.
 LY2926
 LY2926                          STATION RECOVERY (2001)
 LY2926
 LY2926'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JS)
 LY2926'RECOVERED IN GOOD CONDITION.
 LY2926
 LY2926                          STATION RECOVERY (2006)
 LY2926
 LY2926'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 LY2926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0991 ***********************************************************************
 KV0991  DESIGNATION -  55
 KV0991  PID         -  KV0991
 KV0991  STATE/COUNTY-  NJ/MERCER
 KV0991  USGS QUAD   -  TRENTON WEST (1995)
 KV0991
 KV0991                         *CURRENT SURVEY CONTROL
 KV0991  ___________________________________________________________________
 KV0991* NAD 83(1986)-  40 13 13.     (N)    074 45 29.     (W)     SCALED    
 KV0991* NAVD 88     -        10.540  (meters)      34.58   (feet)  ADJUSTED  
 KV0991  ___________________________________________________________________
 KV0991  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KV0991  DYNAMIC HT  -          10.535 (meters)      34.56  (feet)  COMP
 KV0991  MODELED GRAV-     980,177.8   (mgal)                       NAVD 88
 KV0991
 KV0991  VERT ORDER  -  FIRST     CLASS I
 KV0991
 KV0991.The horizontal coordinates were scaled from a topographic map and have
 KV0991.an estimated accuracy of +/- 6 seconds.
 KV0991
 KV0991.The orthometric height was determined by differential leveling
 KV0991.and adjusted by the National Geodetic Survey in June 1991..
 KV0991
 KV0991.The geoid height was determined by GEOID03.
 KV0991
 KV0991.The dynamic height is computed by dividing the NAVD 88
 KV0991.geopotential number by the normal gravity value computed on the
 KV0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0991.degrees latitude (g = 980.6199 gals.).
 KV0991
 KV0991.The modeled gravity was interpolated from observed gravity values.
 KV0991
 KV0991;                    North         East    Units  Estimated Accuracy
 KV0991;SPC NJ       -   154,000.      128,040.      MT  (+/- 180 meters Scaled)
 KV0991
 KV0991                          SUPERSEDED SURVEY CONTROL
 KV0991
 KV0991  NGVD 29 (01/10/92)   10.867  (m)           35.65   (f) ADJUSTED    1 1
 KV0991
 KV0991.Superseded values are not recommended for survey control.
 KV0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0991.See file dsdata.txt to determine how the superseded data were derived.
 KV0991
 KV0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK205522(NAD 83)
 KV0991_MARKER: B = BOLT
 KV0991_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0991_SP_SET: BRIDGE ABUTMENT
 KV0991_MARK LOGO: NONE  
 KV0991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0991+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1988
 KV0991
 KV0991  HISTORY     - Date     Condition        Report By
 KV0991  HISTORY     - 1924     MONUMENTED       PRR
 KV0991  HISTORY     - 1956     GOOD             CGS
 KV0991  HISTORY     - 19881111 GOOD             NJGS
 KV0991
 KV0991                          STATION DESCRIPTION
 KV0991
 KV0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0991'AT TRENTON.
 KV0991'AT TRENTON, ALONG THE PENNSYLVANIA RAILROAD, AT THE CHESTNUT
 KV0991'AVENUE OVERPASS (FIRST OVERPASS NORTHEAST OF THE STATION AT
 KV0991'TRENTON) ON TOP OF THE NORTHEAST END OF THE LOWEST STEP OF THE
 KV0991'NORTHWEST STONE WING WALL OF THE OVERPASS, 6.3 FEET NORTHWEST OF
 KV0991'THE NORTHWEST RAIL AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
 KV0991'NOTE-- THE LETTERING AND NUMBERS ARE CHISELED IN THE SOUTHEAST
 KV0991'FACE OF THE STONE STEP BM 55.
 KV0991
 KV0991                          STATION RECOVERY (1988)
 KV0991
 KV0991'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV0991'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV0991'IN TRENTON, ALONG THE AMTRACK NORTHEAST CORRIDOR RAILROAD, AT THE
 KV0991'CHESTNUT AVENUE OVERPASS (FIRST OVERPASS NORTHEAST OF THE TRENTON
 KV0991'STATION)SET ON TOP OF THE NORTHEAST END OF THE NORTHWEST STONE
 KV0991'WINGWALL OF THE OVERPASS, 5.4 M (17.7 FT) NORTHWEST OF THE NORTHWEST
 KV0991'RAIL OF THE SPUR TRACK LEADING TO TRACK NUMBER FOUR OF THE MAIN LINE,
 KV0991'14.4 M (47.2 FT) NORTHEAST OF THE NORTHEAST APEX OF THE STONE
 KV0991'FOUNDATION OF THE PIER CARRYING CHESTNUT AVENUE, ABOUT 1.6 M (5.2 FT)
 KV0991'ABOVE THE LEVEL OF THE TRACK, BM 55 IS CHISELED IN THE SOUTHEAST FACE
 KV0991'OF THE STONE STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0955 ***********************************************************************
 KV0955  DESIGNATION -  55 A PRR
 KV0955  PID         -  KV0955
 KV0955  STATE/COUNTY-  NJ/MIDDLESEX
 KV0955  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV0955
 KV0955                         *CURRENT SURVEY CONTROL
 KV0955  ___________________________________________________________________
 KV0955* NAD 83(1986)-  40 22 30.     (N)    074 25 41.     (W)     SCALED    
 KV0955* NAVD 88     -        12.407  (meters)      40.71   (feet)  ADJUSTED  
 KV0955  ___________________________________________________________________
 KV0955  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KV0955  DYNAMIC HT  -          12.401 (meters)      40.69  (feet)  COMP
 KV0955  MODELED GRAV-     980,197.5   (mgal)                       NAVD 88
 KV0955
 KV0955  VERT ORDER  -  FIRST     CLASS II
 KV0955
 KV0955.The horizontal coordinates were scaled from a topographic map and have
 KV0955.an estimated accuracy of +/- 6 seconds.
 KV0955
 KV0955.The orthometric height was determined by differential leveling
 KV0955.and adjusted by the National Geodetic Survey in June 1991..
 KV0955
 KV0955.The geoid height was determined by GEOID03.
 KV0955
 KV0955.The dynamic height is computed by dividing the NAVD 88
 KV0955.geopotential number by the normal gravity value computed on the
 KV0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0955.degrees latitude (g = 980.6199 gals.).
 KV0955
 KV0955.The modeled gravity was interpolated from observed gravity values.
 KV0955
 KV0955;                    North         East    Units  Estimated Accuracy
 KV0955;SPC NJ       -   171,150.      156,110.      MT  (+/- 180 meters Scaled)
 KV0955
 KV0955                          SUPERSEDED SURVEY CONTROL
 KV0955
 KV0955  NGVD 29 (01/10/92)   12.735  (m)           41.78   (f) ADJUSTED    1 2
 KV0955
 KV0955.Superseded values are not recommended for survey control.
 KV0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0955.See file dsdata.txt to determine how the superseded data were derived.
 KV0955
 KV0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK485695(NAD 83)
 KV0955_MARKER: Q = CHISELED SQUARE
 KV0955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0955_SP_SET: DOOR SILL
 KV0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0955
 KV0955  HISTORY     - Date     Condition        Report By
 KV0955  HISTORY     - UNK      MONUMENTED       PRR
 KV0955  HISTORY     - 1935     GOOD             CGS
 KV0955  HISTORY     - 1974     GOOD             NGS
 KV0955
 KV0955                          STATION DESCRIPTION
 KV0955
 KV0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0955'AT HELMETTA.
 KV0955'AT HELMETTA, MIDDLESEX COUNTY, AT THE BRICK STORE ACROSS THE
 KV0955'PENNSYLVANIA RAILROAD TRACK AND THE MAIN ROAD FROM BUILDING H OF
 KV0955'THE GEORGE W. HELME CO. PLANT, AND ON THE DOOR SILL.  A CHISELED
 KV0955'SQUARE.
 KV0955
 KV0955                          STATION RECOVERY (1974)
 KV0955
 KV0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4421 ***********************************************************************
 JU4421  DESIGNATION -  55400
 JU4421  PID         -  JU4421
 JU4421  STATE/COUNTY-  NJ/CAPE MAY
 JU4421  USGS QUAD   -  STONE HARBOR (1972)
 JU4421
 JU4421                         *CURRENT SURVEY CONTROL
 JU4421  ___________________________________________________________________
 JU4421* NAD 83(1996)-  39 04 37.64272(N)    074 49 16.37174(W)     ADJUSTED  
 JU4421* NAVD 88     -         3.4    (meters)      11.     (feet)  GPS OBS   
 JU4421  ___________________________________________________________________
 JU4421  X           -   1,298,138.760 (meters)                     COMP
 JU4421  Y           -  -4,784,945.895 (meters)                     COMP
 JU4421  Z           -   3,998,947.189 (meters)                     COMP
 JU4421  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 JU4421  ELLIP HEIGHT-         -31.81  (meters)          (10/23/02) GPS OBS
 JU4421  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 JU4421
 JU4421  HORZ ORDER  -  FIRST
 JU4421  ELLP ORDER  -  FOURTH    CLASS I
 JU4421
 JU4421.The horizontal coordinates were established by GPS observations
 JU4421.and adjusted by the National Geodetic Survey in May 1999..
 JU4421
 JU4421.The orthometric height was determined by GPS observations and a
 JU4421.high-resolution geoid model.
 JU4421
 JU4421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4421
 JU4421.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4421
 JU4421.The ellipsoidal height was determined by GPS observations
 JU4421.and is referenced to NAD 83.
 JU4421
 JU4421.The geoid height was determined by GEOID03.
 JU4421
 JU4421;                    North         East     Units Scale Factor Converg.
 JU4421;SPC NJ       -    27,110.620   122,207.336   MT  0.99990951   -0 12 08.9
 JU4421;SPC NJ       -    88,945.43    400,941.90   sFT  0.99990951   -0 12 08.9
 JU4421;UTM  18      - 4,325,350.269   515,464.546   MT  0.99960294   +0 06 45.7
 JU4421
 JU4421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4421!SPC NJ       -   1.00000499  x   0.99990951  =   0.99991450
 JU4421!UTM  18      -   1.00000499  x   0.99960294  =   0.99960793
 JU4421
 JU4421                          SUPERSEDED SURVEY CONTROL
 JU4421
 JU4421  ELLIP H (05/14/99)  -31.83   (m)                       GP(       ) 4 1
 JU4421  NAD 83(1992)-  39 04 37.64217(N)    074 49 16.37126(W) AD(       ) 1
 JU4421  ELLIP H (04/25/94)  -31.92   (m)                       GP(       ) 3 1
 JU4421
 JU4421.Superseded values are not recommended for survey control.
 JU4421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4421.See file dsdata.txt to determine how the superseded data were derived.
 JU4421
 JU4421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1546525350(NAD 83)
 JU4421_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JU4421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4421_SP_SET: CONCRETE POST
 JU4421_MARK LOGO: NJHA  
 JU4421_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4421+STABILITY: SURFACE MOTION
 JU4421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4421+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1993
 JU4421
 JU4421  HISTORY     - Date     Condition        Report By
 JU4421  HISTORY     - 1992     MONUMENTED       NJDT
 JU4421  HISTORY     - 19920917 GOOD             NJHA
 JU4421  HISTORY     - 19930623 GOOD
 JU4421
 JU4421                          STATION DESCRIPTION
 JU4421
 JU4421'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1992
 JU4421'THE STATION IS LOCATED IN CAPE MAY COURT HOUSE, THE TOWNSHIP OF
 JU4421'MIDDLE, ON THE GRASS MEDIAN BETWEEN THE SOUTHBOUND AND NORTHBOUND
 JU4421'ROADWAYS OF THE GARDEN STATE PARKWAY AT ABOUT MILEPOINT 9.27, AND
 JU4421'ABOUT 0.05 MI (0.08 KM) NORTH OF A PEDESTRIAN OVERPASS SPANNING THE
 JU4421'GARDEN STATE PARKWAY. THE STATION, FLUSH WITH THE GROUND ON THE WEST
 JU4421'SIDE OF A SIX FOOT HIGH CHAIN LINK FENCE, MAY BE REACHED FROM THE
 JU4421'GARDEN STATE PARKWAY SOUTHBOUND LANES.  THE STATION IS 20.6 FT
 JU4421'(6.3 M) SOUTHEAST FROM THE SOLID YELLOW LINE AT THE EASTERLY EDGE OF
 JU4421'THE SOUTHBOUND LANE, 1.9 FT (0.6 M) NORTHWEST FROM THE SIX FOOT FENCE
 JU4421'AND 24.9 FT (7.6 M) NORTHEAST FROM A DRAIN INLET. THE CONCRETE
 JU4421'MONUMENT WAS SET AS CENTERLINE OF THE GARDEN STATE PARKWAY AFTER THE
 JU4421'ORIGINAL CONSTRUCTION.  THE MONUMENT IS 0.42 FT (12.80 CM) SQUARE ON
 JU4421'TOP, WITH A BRASS PLUG IN THE CENTER, NO STAMPING.
 JU4421
 JU4421                          STATION RECOVERY (1993)
 JU4421
 JU4421'RECOVERED 1993
 JU4421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0992 ***********************************************************************
 KV0992  DESIGNATION -  56
 KV0992  PID         -  KV0992
 KV0992  STATE/COUNTY-  NJ/MERCER
 KV0992  USGS QUAD   -  TRENTON WEST (1995)
 KV0992
 KV0992                         *CURRENT SURVEY CONTROL
 KV0992  ___________________________________________________________________
 KV0992* NAD 83(1986)-  40 13 03.     (N)    074 45 17.     (W)     SCALED    
 KV0992* NAVD 88     -         9.290  (meters)      30.48   (feet)  ADJUSTED  
 KV0992  ___________________________________________________________________
 KV0992  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KV0992  DYNAMIC HT  -           9.285 (meters)      30.46  (feet)  COMP
 KV0992  MODELED GRAV-     980,178.7   (mgal)                       NAVD 88
 KV0992
 KV0992  VERT ORDER  -  FIRST     CLASS I
 KV0992
 KV0992.The horizontal coordinates were scaled from a topographic map and have
 KV0992.an estimated accuracy of +/- 6 seconds.
 KV0992
 KV0992.The orthometric height was determined by differential leveling
 KV0992.and adjusted by the National Geodetic Survey in June 1991..
 KV0992
 KV0992.The geoid height was determined by GEOID03.
 KV0992
 KV0992.The dynamic height is computed by dividing the NAVD 88
 KV0992.geopotential number by the normal gravity value computed on the
 KV0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0992.degrees latitude (g = 980.6199 gals.).
 KV0992
 KV0992.The modeled gravity was interpolated from observed gravity values.
 KV0992
 KV0992;                    North         East    Units  Estimated Accuracy
 KV0992;SPC NJ       -   153,690.      128,320.      MT  (+/- 180 meters Scaled)
 KV0992
 KV0992                          SUPERSEDED SURVEY CONTROL
 KV0992
 KV0992  NGVD 29 (01/10/92)    9.617  (m)           31.55   (f) ADJUSTED    1 1
 KV0992
 KV0992.Superseded values are not recommended for survey control.
 KV0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0992.See file dsdata.txt to determine how the superseded data were derived.
 KV0992
 KV0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK208519(NAD 83)
 KV0992_MARKER: B = BOLT
 KV0992_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0992_SP_SET: PIER
 KV0992_MARK LOGO: NONE  
 KV0992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0992+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1988
 KV0992
 KV0992  HISTORY     - Date     Condition        Report By
 KV0992  HISTORY     - 1924     MONUMENTED       PRR
 KV0992  HISTORY     - 1956     GOOD             CGS
 KV0992  HISTORY     - 19881111 GOOD             NJGS
 KV0992
 KV0992                          STATION DESCRIPTION
 KV0992
 KV0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0992'AT TRENTON.
 KV0992'AT TRENTON, ALONG THE PENNSYLVANIA RAILROAD, AT THE CLINTON
 KV0992'STREET OVERPASS, (FIRST OVERPASS SOUTHWEST OF THE STATION AT
 KV0992'TRENTON) SET ON TOP AND NEAR THE NORTHEAST END OF THE STONE
 KV0992'FOUNDATION OF THE FIRST STONE PIER NORTHWEST OF THE TRACK, 3 RAILS
 KV0992'SOUTHWEST OF THE SOUTHWEST END OF THE STATION, 4.1 FEET NORTHWEST
 KV0992'OF THE NORTHWEST RAIL AND ABOUT LEVEL WITH THE TOP OF THE RAIL.
 KV0992
 KV0992                          STATION RECOVERY (1988)
 KV0992
 KV0992'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV0992'IN TRENTON, ALONG THE AMTRACK NORTHEAST CORRIDOR RAILROAD, AT THE
 KV0992'CLINTON STREET OVERPASS, THE FIRST OVERPASS SOUTHWEST OF THE TRENTON
 KV0992'STATION, SET ON TOP AND NEAR THE NORTHEAST END OF THE STONE FOUNDATION
 KV0992'OF THE FIRST STONE PIER NORTHWEST OF THE TRACK, 1.2 M (3.9 FT)
 KV0992'NORTHWEST OF THE NORTHWEST TRACK OF THE SOUTH BOUND TRACKS, ABOUT
 KV0992'LEVEL WITH THE TOP OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0951 ***********************************************************************
 KV0951  DESIGNATION -  56 PRR
 KV0951  PID         -  KV0951
 KV0951  STATE/COUNTY-  NJ/MIDDLESEX
 KV0951  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV0951
 KV0951                         *CURRENT SURVEY CONTROL
 KV0951  ___________________________________________________________________
 KV0951* NAD 83(1986)-  40 23 25.     (N)    074 23 42.     (W)     SCALED    
 KV0951* NAVD 88     -         8.019  (meters)      26.31   (feet)  POSTED    
 KV0951  ___________________________________________________________________
 KV0951  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KV0951  DYNAMIC HT  -           8.020 (meters)      26.31  (feet)  COMP
 KV0951  MODELED GRAV-     980,199.7   (mgal)                       NAVD 88
 KV0951
 KV0951  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KV0951
 KV0951.The horizontal coordinates were scaled from a topographic map and have
 KV0951.an estimated accuracy of +/- 6 seconds.
 KV0951
 KV0951.The orthometric height was determined by differential leveling
 KV0951.and adjusted by the National Geodetic Survey in 1992..
 KV0951.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KV0951.rate of 4.1 thru 8.0 mm/km.
 KV0951
 KV0951.The geoid height was determined by GEOID03.
 KV0951
 KV0951.The dynamic height is computed by dividing the NAVD 88
 KV0951.geopotential number by the normal gravity value computed on the
 KV0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0951.degrees latitude (g = 980.6199 gals.).
 KV0951
 KV0951.The modeled gravity was interpolated from observed gravity values.
 KV0951
 KV0951;                    North         East    Units  Estimated Accuracy
 KV0951;SPC NJ       -   172,850.      158,910.      MT  (+/- 180 meters Scaled)
 KV0951
 KV0951                          SUPERSEDED SURVEY CONTROL
 KV0951
 KV0951  NGVD 29 (??/??/??)    8.382  (m)           27.50   (f) ADJUSTED    1 2
 KV0951
 KV0951.Superseded values are not recommended for survey control.
 KV0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0951.See file dsdata.txt to determine how the superseded data were derived.
 KV0951
 KV0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK513712(NAD 83)
 KV0951_MARKER: Q = CHISELED SQUARE
 KV0951_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0951_SP_SET: STONE MONUMENT
 KV0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0951
 KV0951  HISTORY     - Date     Condition        Report By
 KV0951  HISTORY     - UNK      MONUMENTED       PRR
 KV0951  HISTORY     - 1934     GOOD             CGS
 KV0951
 KV0951                          STATION DESCRIPTION
 KV0951
 KV0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0951'AT SPOTSWOOD.
 KV0951'AT SPOTSWOOD, MIDDLESEX COUNTY, ON THE PENNSYLVANIA RAILROAD,
 KV0951'20 FEET WEST OF THE STATION, AND IN THE CENTER OF THE DRIVEWAY
 KV0951'ALONGSIDE THE FREIGHT PLATFORM.  A SQUARE CUT IN THE TOP OF A
 KV0951'STONE MONUMENT.  NOTE-- AT THAT TIME IT WAS REPORTED THAT THE
 KV0951'STATION HAS BEEN MOVED, THE FREIGHT HOUSE HAS BEEN DEMOLISHED,
 KV0951'AND ONLY PART OF THE FREIGHT PLATFORM REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8750 ***********************************************************************
 AB8750  DESIGNATION -  5639
 AB8750  PID         -  AB8750
 AB8750  STATE/COUNTY-  NJ/BURLINGTON
 AB8750  USGS QUAD   -  WOODMANSIE (1995)
 AB8750
 AB8750                         *CURRENT SURVEY CONTROL
 AB8750  ___________________________________________________________________
 AB8750* NAD 83(1996)-  39 49 00.72603(N)    074 25 16.87954(W)     ADJUSTED  
 AB8750* NAVD 88     -        56.5    (meters)     185.     (feet)  GPS OBS   
 AB8750  ___________________________________________________________________
 AB8750  X           -   1,317,497.824 (meters)                     COMP
 AB8750  Y           -  -4,725,546.353 (meters)                     COMP
 AB8750  Z           -   4,062,403.317 (meters)                     COMP
 AB8750  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 AB8750  ELLIP HEIGHT-          23.54  (meters)          (10/23/02) GPS OBS
 AB8750  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 AB8750
 AB8750  HORZ ORDER  -  FIRST
 AB8750  ELLP ORDER  -  FOURTH    CLASS I
 AB8750
 AB8750.The horizontal coordinates were established by GPS observations
 AB8750.and adjusted by the National Geodetic Survey in May 1999..
 AB8750
 AB8750.The orthometric height was determined by GPS observations and a
 AB8750.high-resolution geoid model.
 AB8750
 AB8750.Photographs are available for this station.
 AB8750
 AB8750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8750
 AB8750.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8750
 AB8750.The ellipsoidal height was determined by GPS observations
 AB8750.and is referenced to NAD 83.
 AB8750
 AB8750.The geoid height was determined by GEOID03.
 AB8750
 AB8750;                    North         East     Units Scale Factor Converg.
 AB8750;SPC NJ       -   109,185.766   156,732.996   MT  0.99990056   +0 03 01.3
 AB8750;SPC NJ       -   358,220.30    514,214.84   sFT  0.99990056   +0 03 01.3
 AB8750;UTM  18      - 4,407,591.857   549,524.775   MT  0.99963019   +0 22 13.9
 AB8750
 AB8750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8750!SPC NJ       -   0.99999631  x   0.99990056  =   0.99989687
 AB8750!UTM  18      -   0.99999631  x   0.99963019  =   0.99962650
 AB8750
 AB8750                          SUPERSEDED SURVEY CONTROL
 AB8750
 AB8750  ELLIP H (05/14/99)   23.50   (m)                       GP(       ) 4 1
 AB8750  NAD 83(1992)-  39 49 00.72568(N)    074 25 16.87946(W) AD(       ) 1
 AB8750  ELLIP H (12/16/96)   23.48   (m)                       GP(       ) 2 1
 AB8750
 AB8750.Superseded values are not recommended for survey control.
 AB8750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8750.See file dsdata.txt to determine how the superseded data were derived.
 AB8750
 AB8750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK4952507592(NAD 83)
 AB8750_MARKER: DD = SURVEY DISK
 AB8750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8750_STAMPING: 5639
 AB8750_MARK LOGO: NJDCED
 AB8750_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8750+STABILITY: SURFACE MOTION
 AB8750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8750+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1995
 AB8750
 AB8750  HISTORY     - Date     Condition        Report By
 AB8750  HISTORY     - 1940     MONUMENTED       NJDCED
 AB8750  HISTORY     - 19951201 GOOD             TWT
 AB8750  HISTORY     - 20020608 GOOD             INDIV
 AB8750
 AB8750                          STATION DESCRIPTION
 AB8750
 AB8750'DESCRIBED BY TWT CONS ENG 1995 (WPD)
 AB8750'THE STATION IS LOCATED APPROXIMATELY 13 MI (20.9 KM) NORTHWEST OF
 AB8750'BARNEGAT, NEW JERSEY IN THE TOWN OF WOODLAND, WOODLAND TOWNSHIP ON THE
 AB8750'NORTHEAST SIDE OF STATE HIGHWAY ROUTE 72.  TO REACH THE STATION FROM
 AB8750'THE 4-MILE CIRCLE, JUNCTION OF STATE HIGHWAY ROUTE 70 AND STATE
 AB8750'HIGHWAY ROUTE 72, GO EAST ON STATE HIGHWAY ROUTE 72 FOR +/- 7.8 MI
 AB8750'(12.6 KM) TO A Y INTERSECTION OF COUNTY ROAD 532.  CONTINUE EAST ON
 AB8750'STATE HIGHWAY ROUTE 72 FOR +/- 2.5 MI (4.0 KM) TO THE STATION ON THE
 AB8750'LEFT SET 1.0 FT (0.3 M) BELOW THE SURFACE OF THE GROUND.  THE STATION
 AB8750'IS 6.5 FT (2.0 M) SOUTHWEST OF UTILITY POLE NUMBER BT83/P30794 ON THE
 AB8750'NORTHEAST SIDE OF STATE HIGHWAY ROUTE 72, 26.0 FT (7.9 M) NORTHEAST OF
 AB8750'THE PHYSICAL CENTERLINE OF STATE HIGHWAY ROUTE 72 AND 168.0 FT (51.2
 AB8750'M) SOUTHEAST OF UTILITY POLE NUMBER BT83 1/2/P3910 ON THE NORTHEAST
 AB8750'SIDE OF STATE HIGHWAY ROUTE 72.
 AB8750
 AB8750                          STATION RECOVERY (2002)
 AB8750
 AB8750'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 AB8750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0734 ***********************************************************************
 LY0734  DESIGNATION -  571.6
 LY0734  PID         -  LY0734
 LY0734  STATE/COUNTY-  NJ/SUSSEX
 LY0734  USGS QUAD   -  NEWTON EAST (1971)
 LY0734
 LY0734                         *CURRENT SURVEY CONTROL
 LY0734  ___________________________________________________________________
 LY0734* NAD 83(1986)-  41 03 51.     (N)    074 40 20.     (W)     SCALED    
 LY0734* NAVD 88     -       174.023  (meters)     570.94   (feet)  ADJUSTED  
 LY0734  ___________________________________________________________________
 LY0734  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LY0734  DYNAMIC HT  -         173.946 (meters)     570.69  (feet)  COMP
 LY0734  MODELED GRAV-     980,180.9   (mgal)                       NAVD 88
 LY0734
 LY0734  VERT ORDER  -  SECOND    CLASS 0
 LY0734
 LY0734.The horizontal coordinates were scaled from a topographic map and have
 LY0734.an estimated accuracy of +/- 6 seconds.
 LY0734
 LY0734.The orthometric height was determined by differential leveling
 LY0734.and adjusted by the National Geodetic Survey in June 1991..
 LY0734.WARNING-Repeat measurements at this control monument indicate possible
 LY0734.vertical movement.
 LY0734
 LY0734.The geoid height was determined by GEOID03.
 LY0734
 LY0734.The dynamic height is computed by dividing the NAVD 88
 LY0734.geopotential number by the normal gravity value computed on the
 LY0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0734.degrees latitude (g = 980.6199 gals.).
 LY0734
 LY0734.The modeled gravity was interpolated from observed gravity values.
 LY0734
 LY0734;                    North         East    Units  Estimated Accuracy
 LY0734;SPC NJ       -   247,690.      135,530.      MT  (+/- 180 meters Scaled)
 LY0734
 LY0734                          SUPERSEDED SURVEY CONTROL
 LY0734
 LY0734  NGVD 29 (??/??/92)  174.224  (m)          571.60   (f) ADJ UNCH    2 0
 LY0734
 LY0734.Superseded values are not recommended for survey control.
 LY0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0734.See file dsdata.txt to determine how the superseded data were derived.
 LY0734
 LY0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL275459(NAD 83)
 LY0734_MARKER: DB = BENCH MARK DISK
 LY0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0734_SP_SET: CULVERT
 LY0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0734
 LY0734  HISTORY     - Date     Condition        Report By
 LY0734  HISTORY     - UNK      MONUMENTED       NJGS
 LY0734  HISTORY     - 1942     GOOD             NGS
 LY0734
 LY0734                          STATION DESCRIPTION
 LY0734
 LY0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0734'AT SPARTA JUNCTION.
 LY0734'AT SPARTA JUNCTION, SUSSEX COUNTY, AT THE INTERSECTION OF THE
 LY0734'NEW YORK, SUSQUEHANNA AND WESTERN RAILROAD AND THE LEHIGH AND
 LY0734'HUDSON RIVER RAILWAY, 27 FEET SOUTH OF THE SOUTH RAIL OF THE
 LY0734'N Y S AND W RR TRACK, 16.6 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 LY0734'THE L AND H R RY MAIN TRACK, AND ON THE TOP OF THE NORTHEAST END
 LY0734'OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7201 ***********************************************************************
 AA7201  DESIGNATION -  5718
 AA7201  PID         -  AA7201
 AA7201  STATE/COUNTY-  NJ/CAPE MAY
 AA7201  USGS QUAD   -  RIO GRANDE (1994)
 AA7201
 AA7201                         *CURRENT SURVEY CONTROL
 AA7201  ___________________________________________________________________
 AA7201* NAD 83(1996)-  39 06 03.16058(N)    074 52 28.77778(W)     ADJUSTED  
 AA7201* NAVD 88     -         4.9    (meters)      16.     (feet)  GPS OBS   
 AA7201  ___________________________________________________________________
 AA7201  X           -   1,293,241.188 (meters)                     COMP
 AA7201  Y           -  -4,784,550.712 (meters)                     COMP
 AA7201  Z           -   4,000,995.104 (meters)                     COMP
 AA7201  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AA7201  ELLIP HEIGHT-         -30.21  (meters)          (10/23/02) GPS OBS
 AA7201  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 AA7201
 AA7201  HORZ ORDER  -  FIRST
 AA7201  ELLP ORDER  -  FOURTH    CLASS I
 AA7201
 AA7201.The horizontal coordinates were established by GPS observations
 AA7201.and adjusted by the National Geodetic Survey in May 1999..
 AA7201
 AA7201.The orthometric height was determined by GPS observations and a
 AA7201.high-resolution geoid model.
 AA7201
 AA7201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7201
 AA7201.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7201
 AA7201.The ellipsoidal height was determined by GPS observations
 AA7201.and is referenced to NAD 83.
 AA7201
 AA7201.The geoid height was determined by GEOID03.
 AA7201
 AA7201;                    North         East     Units Scale Factor Converg.
 AA7201;SPC NJ       -    29,765.279   117,593.838   MT  0.99991293   -0 14 10.7
 AA7201;SPC NJ       -    97,654.92    385,805.78   sFT  0.99991293   -0 14 10.7
 AA7201;UTM  18      - 4,327,978.690   510,837.941   MT  0.99960145   +0 04 44.6
 AA7201
 AA7201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7201!SPC NJ       -   1.00000474  x   0.99991293  =   0.99991767
 AA7201!UTM  18      -   1.00000474  x   0.99960145  =   0.99960619
 AA7201
 AA7201                          SUPERSEDED SURVEY CONTROL
 AA7201
 AA7201  ELLIP H (05/14/99)  -30.23   (m)                       GP(       ) 4 1
 AA7201  NAD 83(1992)-  39 06 03.16010(N)    074 52 28.77725(W) AD(       ) 1
 AA7201  ELLIP H (08/04/95)  -30.34   (m)                       GP(       ) 3 1
 AA7201
 AA7201.Superseded values are not recommended for survey control.
 AA7201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7201.See file dsdata.txt to determine how the superseded data were derived.
 AA7201
 AA7201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1083827979(NAD 83)
 AA7201_MARKER: DD = SURVEY DISK
 AA7201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7201_STAMPING: 5718
 AA7201_MARK LOGO: NJGS  
 AA7201_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7201+STABILITY: SURFACE MOTION
 AA7201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7201+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1994
 AA7201
 AA7201  HISTORY     - Date     Condition        Report By
 AA7201  HISTORY     - 1948     MONUMENTED       NJGS
 AA7201  HISTORY     - 19940831 GOOD             NJGS
 AA7201
 AA7201                          STATION DESCRIPTION
 AA7201
 AA7201'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA7201'THE STATION IS LOCATED IN MIDDLE TOWNSHIP.  TO REACH THE STATION FROM
 AA7201'THE TOWN OF GOSHEN, PROCEED 3.1 MI (5.0 KM) SOUTH ON STATE ROUTE 47 TO
 AA7201'THE STATION ON THE LEFT.  THE STATION IS ABOUT 320 FT (97.5 M) NORTH
 AA7201'OF THE JUNCTION OF STATE ROUTE 47 AND HAND AVENUE, 103.6 FT (31.6 M)
 AA7201'NORTH OF POLE NUMBER BT 603-136MI, 8.0 FT (2.4 M) EAST OF THE EAST
 AA7201'EDGE OF ROUTE 47 AND 34.0 FT (10.4 M) SOUTH OF POLE NUMBER W12979.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0378 ***********************************************************************
 JU0378  DESIGNATION -  5731 NJGS
 JU0378  PID         -  JU0378
 JU0378  STATE/COUNTY-  NJ/CAPE MAY
 JU0378  USGS QUAD   -  
 JU0378
 JU0378                         *CURRENT SURVEY CONTROL
 JU0378  ___________________________________________________________________
 JU0378* NAD 83(1986)-  39 14 36.     (N)    074 37 02.     (W)     SCALED    
 JU0378* NAVD 88     -         1.876  (meters)       6.15   (feet)  POSTED    
 JU0378  ___________________________________________________________________
 JU0378  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 JU0378  DYNAMIC HT  -           1.880 (meters)       6.17  (feet)  COMP
 JU0378  MODELED GRAV-     980,091.9   (mgal)                       NAVD 88
 JU0378
 JU0378  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JU0378
 JU0378.The horizontal coordinates were scaled from a topographic map and have
 JU0378.an estimated accuracy of +/- 6 seconds.
 JU0378
 JU0378.The orthometric height was determined by differential leveling
 JU0378.and adjusted by the National Geodetic Survey in 1992..
 JU0378.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JU0378.rate of 4.1 thru 8.0 mm/km.
 JU0378
 JU0378.The geoid height was determined by GEOID03.
 JU0378
 JU0378.The dynamic height is computed by dividing the NAVD 88
 JU0378.geopotential number by the normal gravity value computed on the
 JU0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0378.degrees latitude (g = 980.6199 gals.).
 JU0378
 JU0378.The modeled gravity was interpolated from observed gravity values.
 JU0378
 JU0378;                    North         East    Units  Estimated Accuracy
 JU0378;SPC NJ       -    45,520.      139,880.      MT  (+/- 180 meters Scaled)
 JU0378
 JU0378                          SUPERSEDED SURVEY CONTROL
 JU0378
 JU0378  NGVD 29 (04/16/92)    2.265  (m)            7.43   (f) ADJUSTED    1 2
 JU0378
 JU0378.Superseded values are not recommended for survey control.
 JU0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0378.See file dsdata.txt to determine how the superseded data were derived.
 JU0378
 JU0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ330438(NAD 83)
 JU0378_MARKER: DD = SURVEY DISK
 JU0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0378_STAMPING: 5731
 JU0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0378+STABILITY: SURFACE MOTION
 JU0378
 JU0378  HISTORY     - Date     Condition        Report By
 JU0378  HISTORY     - UNK      MONUMENTED       NJGS
 JU0378  HISTORY     - 1961     GOOD             CGS
 JU0378  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0378
 JU0378                          STATION DESCRIPTION
 JU0378
 JU0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0378'AT OCEAN CITY.
 JU0378'3.15 MILES SOUTHWEST ON CENTRAL AVENUE FROM THE CITY HALL IN
 JU0378'OCEAN CITY, 82 FEET NORTHEAST OF THE PROLONGED CENTER OF 40TH
 JU0378'STREET, 20 FEET NORTHEAST OF THE CENTER OF THE DRIVE TO HOUSE
 JU0378'NO. 3985, 3.2 FEET SOUTHEAST OF THE SOUTHEAST CURB OF CENTRAL
 JU0378'AVENUE AND 2 INCHES NORTHWEST OF THE NORTHWEST EDGE OF THE SIDEWALK.
 JU0378'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JU0378
 JU0378                          STATION RECOVERY (1979)
 JU0378
 JU0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0378'SEARCH FOR NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0397 ***********************************************************************
 JU0397  DESIGNATION -  5739 NJGS
 JU0397  PID         -  JU0397
 JU0397  STATE/COUNTY-  NJ/CAPE MAY
 JU0397  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0397
 JU0397                         *CURRENT SURVEY CONTROL
 JU0397  ___________________________________________________________________
 JU0397* NAD 83(1986)-  39 11 06.     (N)    074 40 04.     (W)     SCALED    
 JU0397* NAVD 88     -         1.520  (meters)       4.99   (feet)  ADJUSTED  
 JU0397  ___________________________________________________________________
 JU0397  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 JU0397  DYNAMIC HT  -           1.519 (meters)       4.98  (feet)  COMP
 JU0397  MODELED GRAV-     980,080.8   (mgal)                       NAVD 88
 JU0397
 JU0397  VERT ORDER  -  FIRST     CLASS II
 JU0397
 JU0397.The horizontal coordinates were scaled from a topographic map and have
 JU0397.an estimated accuracy of +/- 6 seconds.
 JU0397
 JU0397.The orthometric height was determined by differential leveling
 JU0397.and adjusted by the National Geodetic Survey in June 1991..
 JU0397
 JU0397.The geoid height was determined by GEOID03.
 JU0397
 JU0397.The dynamic height is computed by dividing the NAVD 88
 JU0397.geopotential number by the normal gravity value computed on the
 JU0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0397.degrees latitude (g = 980.6199 gals.).
 JU0397
 JU0397.The modeled gravity was interpolated from observed gravity values.
 JU0397
 JU0397;                    North         East    Units  Estimated Accuracy
 JU0397;SPC NJ       -    39,050.      135,510.      MT  (+/- 180 meters Scaled)
 JU0397
 JU0397                          SUPERSEDED SURVEY CONTROL
 JU0397
 JU0397  NGVD 29 (04/16/92)    1.893  (m)            6.21   (f) ADJUSTED    1 2
 JU0397
 JU0397.Superseded values are not recommended for survey control.
 JU0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0397.See file dsdata.txt to determine how the superseded data were derived.
 JU0397
 JU0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ286373(NAD 83)
 JU0397_MARKER: DD = SURVEY DISK
 JU0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0397_STAMPING: 5739
 JU0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0397+STABILITY: SURFACE MOTION
 JU0397
 JU0397  HISTORY     - Date     Condition        Report By
 JU0397  HISTORY     - UNK      MONUMENTED       NJGS
 JU0397  HISTORY     - 1961     GOOD             CGS
 JU0397  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0397
 JU0397                          STATION DESCRIPTION
 JU0397
 JU0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0397'1.2 MI SW FROM STRATHMERE.
 JU0397'1.2 MILES SOUTHWEST ON OCEAN DRIVE FROM THE COAST GUARD STATION
 JU0397'IN STRATHMERE, 59 FEET NORTHEAST OF THE CENTER LINE OF LINCOLN
 JU0397'AVENUE 33.6 FEET NORTHEAST OF POWER LINE POLE ACE 3704 AND 1.3
 JU0397'FEET SOUTHEAST OF THE SOUTHEAST CURB OF OCEAN DRIVE.  SET IN
 JU0397'THE TOP OF CONCRETE POST LEVEL WITH THE GROUND BETWEEN THE
 JU0397'SIDEWALK AND THE CURB.
 JU0397
 JU0397                          STATION RECOVERY (1979)
 JU0397
 JU0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0397'NOT RECOVERED AFTER AN EXTENSIVE SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9368 ***********************************************************************
 AI9368  DESIGNATION -  5747
 AI9368  PID         -  AI9368
 AI9368  STATE/COUNTY-  NJ/CAPE MAY
 AI9368  USGS QUAD   -  SEA ISLE CITY (1977)
 AI9368
 AI9368                         *CURRENT SURVEY CONTROL
 AI9368  ___________________________________________________________________
 AI9368* NAD 83(1986)-  39 09 02.     (N)    074 41 43.     (W)     SCALED    
 AI9368* NAVD 88     -         1.304  (meters)       4.28   (feet)  ADJUSTED  
 AI9368  ___________________________________________________________________
 AI9368  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 AI9368  DYNAMIC HT  -           1.304 (meters)       4.28  (feet)  COMP
 AI9368  MODELED GRAV-     980,074.4   (mgal)                       NAVD 88
 AI9368
 AI9368  VERT ORDER  -  FIRST     CLASS II
 AI9368
 AI9368.The horizontal coordinates were scaled from a topographic map and have
 AI9368.an estimated accuracy of +/- 6 seconds.
 AI9368
 AI9368.The orthometric height was determined by differential leveling
 AI9368.and adjusted by the National Geodetic Survey in March 2001..
 AI9368.No vertical observational check was made to the station.
 AI9368
 AI9368.The geoid height was determined by GEOID03.
 AI9368
 AI9368.The dynamic height is computed by dividing the NAVD 88
 AI9368.geopotential number by the normal gravity value computed on the
 AI9368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9368.degrees latitude (g = 980.6199 gals.).
 AI9368
 AI9368.The modeled gravity was interpolated from observed gravity values.
 AI9368
 AI9368;                    North         East    Units  Estimated Accuracy
 AI9368;SPC NJ       -    35,230.      133,120.      MT  (+/- 180 meters Scaled)
 AI9368
 AI9368                          SUPERSEDED SURVEY CONTROL
 AI9368
 AI9368.No superseded survey control is available for this station.
 AI9368
 AI9368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ263335(NAD 83)
 AI9368_MARKER: DD = SURVEY DISK
 AI9368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9368_STAMPING: 5747
 AI9368_MARK LOGO: NJGS  
 AI9368_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9368+STABILITY: SURFACE MOTION
 AI9368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9368+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1998
 AI9368
 AI9368  HISTORY     - Date     Condition        Report By
 AI9368  HISTORY     - 1937     MONUMENTED       NJGS
 AI9368  HISTORY     - 19980615 GOOD             NJGS
 AI9368  HISTORY     - 20060128 GOOD             GEOCAC
 AI9368
 AI9368                          STATION DESCRIPTION
 AI9368
 AI9368'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9368'THE STATION IS LOCATED IN SEA ISLE CITY ON THE SOUTHEAST SIDE OF
 AI9368'LANDIS AVENUE, COUNTY ROAD 619.  TO REACH THE STATION FROM THE
 AI9368'INTERSECTION OF J.F.  KENNEDY BOULEVARD AND LANDIS AVENUE, COUNTY ROAD
 AI9368'619, GO SOUTHWEST ON LANDIS FOR 0.4 MI (0.6 KM) TO THE STATION ON THE
 AI9368'LEFT, SET FLUSH WITH THE GROUND BEYOND THE INTERSECTION WITH 48TH
 AI9368'STREET.  THE STATION IS 3.1 M (10.2 FT) WEST SOUTHWEST FROM POLE
 AI9368'NUMBER 04042, 6.5 M (21.3 FT) SOUTH FROM THE CENTERLINE OF LANDIS
 AI9368'AVENUE AND 37.7 M (123.7 FT) WEST FROM THE CENTERLINE OF 48TH STREET.
 AI9368
 AI9368                          STATION RECOVERY (2006)
 AI9368
 AI9368'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AI9368'THE DISK IS RECESSED THREE INCHES.  HANDHELD COORDINATES ARE
 AI9368'N39-09-01.92 W074-41-42.78.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9369 ***********************************************************************
 AI9369  DESIGNATION -  5748
 AI9369  PID         -  AI9369
 AI9369  STATE/COUNTY-  NJ/CAPE MAY
 AI9369  USGS QUAD   -  SEA ISLE CITY (1977)
 AI9369
 AI9369                         *CURRENT SURVEY CONTROL
 AI9369  ___________________________________________________________________
 AI9369* NAD 83(1986)-  39 08 49.     (N)    074 41 53.     (W)     SCALED    
 AI9369* NAVD 88     -         1.456  (meters)       4.78   (feet)  ADJUSTED  
 AI9369  ___________________________________________________________________
 AI9369  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 AI9369  DYNAMIC HT  -           1.455 (meters)       4.77  (feet)  COMP
 AI9369  MODELED GRAV-     980,073.8   (mgal)                       NAVD 88
 AI9369
 AI9369  VERT ORDER  -  FIRST     CLASS II
 AI9369
 AI9369.The horizontal coordinates were scaled from a topographic map and have
 AI9369.an estimated accuracy of +/- 6 seconds.
 AI9369
 AI9369.The orthometric height was determined by differential leveling
 AI9369.and adjusted by the National Geodetic Survey in March 2001..
 AI9369.No vertical observational check was made to the station.
 AI9369
 AI9369.The geoid height was determined by GEOID03.
 AI9369
 AI9369.The dynamic height is computed by dividing the NAVD 88
 AI9369.geopotential number by the normal gravity value computed on the
 AI9369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9369.degrees latitude (g = 980.6199 gals.).
 AI9369
 AI9369.The modeled gravity was interpolated from observed gravity values.
 AI9369
 AI9369;                    North         East    Units  Estimated Accuracy
 AI9369;SPC NJ       -    34,830.      132,880.      MT  (+/- 180 meters Scaled)
 AI9369
 AI9369                          SUPERSEDED SURVEY CONTROL
 AI9369
 AI9369.No superseded survey control is available for this station.
 AI9369
 AI9369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ260331(NAD 83)
 AI9369_MARKER: DD = SURVEY DISK
 AI9369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9369_STAMPING: 5748
 AI9369_MARK LOGO: NJGS  
 AI9369_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9369+STABILITY: SURFACE MOTION
 AI9369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9369+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1998
 AI9369
 AI9369  HISTORY     - Date     Condition        Report By
 AI9369  HISTORY     - 1937     MONUMENTED       NJGS
 AI9369  HISTORY     - 19980615 GOOD             NJGS
 AI9369  HISTORY     - 20060128 GOOD             GEOCAC
 AI9369
 AI9369                          STATION DESCRIPTION
 AI9369
 AI9369'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9369'THE STATION IS LOCATED IN SEA ISLE CITY ON THE SOUTHEAST SIDE OF
 AI9369'LANDIS AVENUE, COUNTY ROAD 619.  TO REACH THE STATION FROM THE
 AI9369'INTERSECTION OF J.F.  KENNEDY BOULEVARD AND LANDIS AVENUE, COUNTY ROAD
 AI9369'619, GO SOUTHWEST ON LANDIS AVENUE FOR 0.75 MI (1.21 KM) TO THE
 AI9369'STATION ON THE LEFT, SET FLUSH WITH THE GROUND AT THE SOUTHEAST CORNER
 AI9369'OF THE INTERSECTION OF 54TH STREET AND LANDIS AVENUE.  THE STATION IS
 AI9369'9.7 M (31.8 FT) SOUTH FROM THE CENTERLINE OF LANDIS AVENUE, 5.4 M
 AI9369'(17.7 FT) WEST FROM THE CENTERLINE OF 54TH STREET, 10.6 M (34.8 FT)
 AI9369'NORTHEAST FROM THE NORTHEAST CORNER OF A ONE STORY FRAME DWELLING,
 AI9369'HOUSE NUMBER 32 AND 0.9 M (3.0 FT) NORTH FROM A FIRE HYDRANT.
 AI9369
 AI9369                          STATION RECOVERY (2006)
 AI9369
 AI9369'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AI9369'THE DISK IS 4.6 FEET NORTHWEST OF A FIRE HYDRANT, 2.5 FEET SOUTHWEST
 AI9369'OF THE OUTSIDE OF THE CURB ON THE SOUTHWEST SIDE OF 54TH STREET, 2.3
 AI9369'FEET NORTHEAST OF THE NORTHEAST EDGE OF THE SIDEWALK ON THE SOUTHWEST
 AI9369'SIDE OF 54TH STREET, 0.85 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 AI9369' 
 AI9369'SIDEWALK ON THE SOUTHEAST SIDE OF LANDIS AVE, AND RECESSED ABOUT THREE
 AI9369'INCHES.  HANDHELD COORDINATES ARE N39-08-48.78 W074-41-53.52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9398 ***********************************************************************
 AI9398  DESIGNATION -  5772
 AI9398  PID         -  AI9398
 AI9398  STATE/COUNTY-  NJ/CAPE MAY
 AI9398  USGS QUAD   -  WILDWOOD (1972)
 AI9398
 AI9398                         *CURRENT SURVEY CONTROL
 AI9398  ___________________________________________________________________
 AI9398* NAD 83(1986)-  38 59 40.     (N)    074 48 35.     (W)     SCALED    
 AI9398* NAVD 88     -         1.582  (meters)       5.19   (feet)  ADJUSTED  
 AI9398  ___________________________________________________________________
 AI9398  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 AI9398  DYNAMIC HT  -           1.581 (meters)       5.19  (feet)  COMP
 AI9398  MODELED GRAV-     980,052.9   (mgal)                       NAVD 88
 AI9398
 AI9398  VERT ORDER  -  FIRST     CLASS II
 AI9398
 AI9398.The horizontal coordinates were scaled from a topographic map and have
 AI9398.an estimated accuracy of +/- 6 seconds.
 AI9398
 AI9398.The orthometric height was determined by differential leveling
 AI9398.and adjusted by the National Geodetic Survey in March 2001..
 AI9398
 AI9398.The geoid height was determined by GEOID03.
 AI9398
 AI9398.The dynamic height is computed by dividing the NAVD 88
 AI9398.geopotential number by the normal gravity value computed on the
 AI9398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9398.degrees latitude (g = 980.6199 gals.).
 AI9398
 AI9398.The modeled gravity was interpolated from observed gravity values.
 AI9398
 AI9398;                    North         East    Units  Estimated Accuracy
 AI9398;SPC NJ       -    17,930.      123,170.      MT  (+/- 180 meters Scaled)
 AI9398
 AI9398                          SUPERSEDED SURVEY CONTROL
 AI9398
 AI9398.No superseded survey control is available for this station.
 AI9398
 AI9398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ164161(NAD 83)
 AI9398_MARKER: DD = SURVEY DISK
 AI9398_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AI9398_STAMPING: 5772
 AI9398_MARK LOGO: NJGS  
 AI9398_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9398+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1998
 AI9398
 AI9398  HISTORY     - Date     Condition        Report By
 AI9398  HISTORY     - 1938     MONUMENTED       NJGS
 AI9398  HISTORY     - 19980911 GOOD             NJGS
 AI9398
 AI9398                          STATION DESCRIPTION
 AI9398
 AI9398'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9398'THE STATION IS LOCATED IN THE CITY OF WILDWOOD ON THE SOUTHEAST SIDE
 AI9398'OF NEW JERSEY AVENUE.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI9398'RIO GRANDE AVENUE AND NEW JERSEY AVENUE, GO ABOUT 1.15 MI (1.85 KM)
 AI9398'NORTHEAST ON NEW JERSEY AVENUE TO THE INTERSECTION WITH 25TH STREET
 AI9398'AND THE STATION ON THE RIGHT, SET FLUSH WITH THE SIDEWALK AT THE
 AI9398'SOUTHEAST CORNER OF THE INTERSECTION.  THE STATION IS 2.3 M (7.5 FT)
 AI9398'SOUTHEAST FROM THE SOUTHEAST CURB OF NEW JERSEY AVENUE, 3.3 M (10.8
 AI9398'FT) NORTHEAST FROM THE NORTHEAST CURB OF 25TH STREET, 1.8 M (5.9 FT)
 AI9398'SOUTHEAST FROM POLE NUMBER 5003 AND 4.5 M (14.8 FT) WEST FROM THE WEST
 AI9398'CORNER OF HOUSE NUMBER 101 25TH STREET, A ONE AND ONE HALF STORY FRAME
 AI9398'DWELLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9397 ***********************************************************************
 AI9397  DESIGNATION -  5777
 AI9397  PID         -  AI9397
 AI9397  STATE/COUNTY-  NJ/CAPE MAY
 AI9397  USGS QUAD   -  WILDWOOD (1972)
 AI9397
 AI9397                         *CURRENT SURVEY CONTROL
 AI9397  ___________________________________________________________________
 AI9397* NAD 83(1986)-  38 59 07.     (N)    074 49 11.     (W)     SCALED    
 AI9397* NAVD 88     -         1.900  (meters)       6.23   (feet)  ADJUSTED  
 AI9397  ___________________________________________________________________
 AI9397  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 AI9397  DYNAMIC HT  -           1.899 (meters)       6.23  (feet)  COMP
 AI9397  MODELED GRAV-     980,051.8   (mgal)                       NAVD 88
 AI9397
 AI9397  VERT ORDER  -  FIRST     CLASS II
 AI9397
 AI9397.The horizontal coordinates were scaled from a topographic map and have
 AI9397.an estimated accuracy of +/- 6 seconds.
 AI9397
 AI9397.The orthometric height was determined by differential leveling
 AI9397.and adjusted by the National Geodetic Survey in March 2001..
 AI9397
 AI9397.The geoid height was determined by GEOID03.
 AI9397
 AI9397.The dynamic height is computed by dividing the NAVD 88
 AI9397.geopotential number by the normal gravity value computed on the
 AI9397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9397.degrees latitude (g = 980.6199 gals.).
 AI9397
 AI9397.The modeled gravity was interpolated from observed gravity values.
 AI9397
 AI9397;                    North         East    Units  Estimated Accuracy
 AI9397;SPC NJ       -    16,920.      122,300.      MT  (+/- 180 meters Scaled)
 AI9397
 AI9397                          SUPERSEDED SURVEY CONTROL
 AI9397
 AI9397.No superseded survey control is available for this station.
 AI9397
 AI9397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ156151(NAD 83)
 AI9397_MARKER: DD = SURVEY DISK
 AI9397_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI9397_SP_SET: SIDEWALK
 AI9397_STAMPING: 5777
 AI9397_MARK LOGO: NJGS  
 AI9397_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9397+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1998
 AI9397
 AI9397  HISTORY     - Date     Condition        Report By
 AI9397  HISTORY     - 1938     MONUMENTED       NJGS
 AI9397  HISTORY     - 19980911 GOOD             NJGS
 AI9397
 AI9397                          STATION DESCRIPTION
 AI9397
 AI9397'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9397'THE STATION IS LOCATED IN THE CITY OF WILDWOOD ON THE NORTHWEST SIDE
 AI9397'OF PACIFIC AVENUE.  TO REACH THE STATION FROM THE INTERSECTION OF RIO
 AI9397'GRANDE AVENUE AND PACIFIC AVENUE, GO NORTHEAST ON PACIFIC AVENUE FOR
 AI9397'0.2 MI (0.3 KM) TO THE STATION ON THE LEFT, SET FLUSH WITH THE
 AI9397'SIDEWALK AT THE WEST CORNER OF THE INTERSECTION OF PACIFIC AVENUE AND
 AI9397'MONTGOMERY AVENUE.  THE STATION IS 2.4 M (7.9 FT) SOUTHWEST FROM THE
 AI9397'SOUTHWEST CURB OF MONTGOMERY AVENUE, 2.3 M (7.5 FT) NORTHWEST FROM THE
 AI9397'NORTHWEST CURB OF PACIFIC AVENUE AND 2.0 M (6.6 FT) NORTHWEST FROM
 AI9397'POLE NUMBER W4032.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9396 ***********************************************************************
 AI9396  DESIGNATION -  5779
 AI9396  PID         -  AI9396
 AI9396  STATE/COUNTY-  NJ/CAPE MAY
 AI9396  USGS QUAD   -  WILDWOOD (1972)
 AI9396
 AI9396                         *CURRENT SURVEY CONTROL
 AI9396  ___________________________________________________________________
 AI9396* NAD 83(1986)-  38 58 49.     (N)    074 49 35.     (W)     SCALED    
 AI9396* NAVD 88     -         2.167  (meters)       7.11   (feet)  ADJUSTED  
 AI9396  ___________________________________________________________________
 AI9396  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 AI9396  DYNAMIC HT  -           2.166 (meters)       7.11  (feet)  COMP
 AI9396  MODELED GRAV-     980,051.3   (mgal)                       NAVD 88
 AI9396
 AI9396  VERT ORDER  -  FIRST     CLASS II
 AI9396
 AI9396.The horizontal coordinates were scaled from a topographic map and have
 AI9396.an estimated accuracy of +/- 6 seconds.
 AI9396
 AI9396.The orthometric height was determined by differential leveling
 AI9396.and adjusted by the National Geodetic Survey in March 2001..
 AI9396
 AI9396.The geoid height was determined by GEOID03.
 AI9396
 AI9396.The dynamic height is computed by dividing the NAVD 88
 AI9396.geopotential number by the normal gravity value computed on the
 AI9396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9396.degrees latitude (g = 980.6199 gals.).
 AI9396
 AI9396.The modeled gravity was interpolated from observed gravity values.
 AI9396
 AI9396;                    North         East    Units  Estimated Accuracy
 AI9396;SPC NJ       -    16,360.      121,720.      MT  (+/- 180 meters Scaled)
 AI9396
 AI9396                          SUPERSEDED SURVEY CONTROL
 AI9396
 AI9396.No superseded survey control is available for this station.
 AI9396
 AI9396_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ150146(NAD 83)
 AI9396_MARKER: DD = SURVEY DISK
 AI9396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9396_STAMPING: 5779
 AI9396_MARK LOGO: NJGS  
 AI9396_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9396+STABILITY: SURFACE MOTION
 AI9396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9396+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1998
 AI9396
 AI9396  HISTORY     - Date     Condition        Report By
 AI9396  HISTORY     - 1938     MONUMENTED       NJGS
 AI9396  HISTORY     - 19980911 GOOD             NJGS
 AI9396
 AI9396                          STATION DESCRIPTION
 AI9396
 AI9396'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9396'THE STATION IS LOCATED IN THE BOROUGH OF WILDWOOD CREST ON THE
 AI9396'NORTHWEST SIDE OF PACIFIC AVENUE, COUNTY ROAD 621.  TO REACH THE
 AI9396'STATION FROM THE INTERSECTION OF RIO GRANDE AVENUE AND PACIFIC AVENUE
 AI9396'IN THE CITY OF WILDWOOD, GO SOUTHWEST ON PACIFIC AVENUE FOR 0.25 MI
 AI9396'(0.40 KM) TO THE STATION ON THE RIGHT, SET FLUSH WITH THE SIDEWALK AT
 AI9396'THE WEST CORNER OF THE INTERSECTION OF PACIFIC AVENUE AND CREESE ROAD.
 AI9396'THE STATION IS 2.5 M (8.2 FT) SOUTHWEST FROM THE SOUTHWEST CURB OF
 AI9396'CREESE ROAD, 2.6 M (8.5 FT) NORTHWEST FROM THE NORTHWEST CURB OF
 AI9396'PACIFIC AVENUE AND 4.9 M (16.1 FT) EAST FROM THE SOUTHEAST CORNER OF A
 AI9396'ONE STORY BRICK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9395 ***********************************************************************
 AI9395  DESIGNATION -  5780
 AI9395  PID         -  AI9395
 AI9395  STATE/COUNTY-  NJ/CAPE MAY
 AI9395  USGS QUAD   -  WILDWOOD (1972)
 AI9395
 AI9395                         *CURRENT SURVEY CONTROL
 AI9395  ___________________________________________________________________
 AI9395* NAD 83(1986)-  38 58 41.     (N)    074 49 47.     (W)     SCALED    
 AI9395* NAVD 88     -         2.331  (meters)       7.65   (feet)  ADJUSTED  
 AI9395  ___________________________________________________________________
 AI9395  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 AI9395  DYNAMIC HT  -           2.330 (meters)       7.64  (feet)  COMP
 AI9395  MODELED GRAV-     980,051.1   (mgal)                       NAVD 88
 AI9395
 AI9395  VERT ORDER  -  FIRST     CLASS II
 AI9395
 AI9395.The horizontal coordinates were scaled from a topographic map and have
 AI9395.an estimated accuracy of +/- 6 seconds.
 AI9395
 AI9395.The orthometric height was determined by differential leveling
 AI9395.and adjusted by the National Geodetic Survey in March 2001..
 AI9395
 AI9395.The geoid height was determined by GEOID03.
 AI9395
 AI9395.The dynamic height is computed by dividing the NAVD 88
 AI9395.geopotential number by the normal gravity value computed on the
 AI9395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9395.degrees latitude (g = 980.6199 gals.).
 AI9395
 AI9395.The modeled gravity was interpolated from observed gravity values.
 AI9395
 AI9395;                    North         East    Units  Estimated Accuracy
 AI9395;SPC NJ       -    16,120.      121,430.      MT  (+/- 180 meters Scaled)
 AI9395
 AI9395                          SUPERSEDED SURVEY CONTROL
 AI9395
 AI9395.No superseded survey control is available for this station.
 AI9395
 AI9395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ147143(NAD 83)
 AI9395_MARKER: DD = SURVEY DISK
 AI9395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9395_STAMPING: 5780
 AI9395_MARK LOGO: NJGS  
 AI9395_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9395+STABILITY: SURFACE MOTION
 AI9395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9395+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1998
 AI9395
 AI9395  HISTORY     - Date     Condition        Report By
 AI9395  HISTORY     - 1938     MONUMENTED       NJGS
 AI9395  HISTORY     - 19980911 GOOD             NJGS
 AI9395
 AI9395                          STATION DESCRIPTION
 AI9395
 AI9395'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9395'THE STATION IS LOCATED IN THE BOROUGH OF WILDWOOD CREST ON THE
 AI9395'NORTHWEST SIDE OF PACIFIC AVENUE, COUNTY ROAD 621.  TO REACH THE
 AI9395'STATION FROM THE INTERSECTION OF RIO GRANDE AVENUE AND PACIFIC AVENUE
 AI9395'IN THE CITY OF WILDWOOD, GO SOUTHWEST ON PACIFIC AVENUE FOR 0.50 MI
 AI9395'(0.80 KM) TO THE STATION ON THE RIGHT, SET FLUSH WITH THE SIDEWALK AT
 AI9395'THE WEST CORNER OF THE INTERSECTION OF PACIFIC AVENUE AND CROCUS ROAD.
 AI9395'THE STATION IS 0.9 M (3.0 FT) SOUTH FROM POLE NUMBER W3589, 0.7 M (2.3
 AI9395'FT) SOUTHWEST FROM THE SOUTHWEST CURB OF CROCUS ROAD AND 2.7 M (8.9
 AI9395'FT) NORTHWEST FROM THE NORTHWEST CURB OF PACIFIC AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9721 ***********************************************************************
 AI9721  DESIGNATION -  5787
 AI9721  PID         -  AI9721
 AI9721  STATE/COUNTY-  NJ/CAPE MAY
 AI9721  USGS QUAD   -  WOODBINE (1972)
 AI9721
 AI9721                         *CURRENT SURVEY CONTROL
 AI9721  ___________________________________________________________________
 AI9721* NAD 83(1986)-  39 11 36.     (N)    074 49 53.     (W)     SCALED    
 AI9721* NAVD 88     -         3.738  (meters)      12.26   (feet)  ADJUSTED  
 AI9721  ___________________________________________________________________
 AI9721  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 AI9721  DYNAMIC HT  -           3.736 (meters)      12.26  (feet)  COMP
 AI9721  MODELED GRAV-     980,085.2   (mgal)                       NAVD 88
 AI9721
 AI9721  VERT ORDER  -  FIRST     CLASS II
 AI9721
 AI9721.The horizontal coordinates were scaled from a topographic map and have
 AI9721.an estimated accuracy of +/- 6 seconds.
 AI9721
 AI9721.The orthometric height was determined by differential leveling
 AI9721.and adjusted by the National Geodetic Survey in March 2001..
 AI9721.No vertical observational check was made to the station.
 AI9721
 AI9721.The geoid height was determined by GEOID03.
 AI9721
 AI9721.The dynamic height is computed by dividing the NAVD 88
 AI9721.geopotential number by the normal gravity value computed on the
 AI9721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9721.degrees latitude (g = 980.6199 gals.).
 AI9721
 AI9721.The modeled gravity was interpolated from observed gravity values.
 AI9721
 AI9721;                    North         East    Units  Estimated Accuracy
 AI9721;SPC NJ       -    40,010.      121,370.      MT  (+/- 180 meters Scaled)
 AI9721
 AI9721                          SUPERSEDED SURVEY CONTROL
 AI9721
 AI9721.No superseded survey control is available for this station.
 AI9721
 AI9721_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ145382(NAD 83)
 AI9721_MARKER: DD = SURVEY DISK
 AI9721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9721_STAMPING: 5787
 AI9721_MARK LOGO: NJGS  
 AI9721_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9721+STABILITY: SURFACE MOTION
 AI9721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9721+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1998
 AI9721
 AI9721  HISTORY     - Date     Condition        Report By
 AI9721  HISTORY     - 1937     MONUMENTED       NJGS
 AI9721  HISTORY     - 19980318 GOOD             NJGS
 AI9721
 AI9721                          STATION DESCRIPTION
 AI9721
 AI9721'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9721'THE STATION IS LOCATED IN DENNIS TOWNSHIP ON THE SOUTHEAST SIDE OF
 AI9721'STATE ROUTE 47 NEAR THE JUNCTION OF DENNISVILLE WOODBINE ROAD, COUNTY
 AI9721'ROAD 611.  TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE
 AI9721'47 AND DENNISVILLE PETERSBURG ROAD, COUNTY ROAD 610, IN DENNISVILLE,
 AI9721'GO NORTHWEST ON STATE ROUTE 47 FOR 0.45 MI (0.72 KM) TO THE STATION ON
 AI9721'THE LEFT, SET ABOUT 1 FT (0.3 M) BELOW THE GROUND IN A CAST IRON VALVE
 AI9721'BOX, SET FLUSH WITH THE ASPHALT PAVING.  THE STATION IS 4.7 M (15.4
 AI9721'FT) EAST NORTHEAST FROM POLE NUMBER W 1674, 41.2 M (135.2 FT) WEST
 AI9721'FROM POLE NUMBER BT817 15, 5.4 M (17.7 FT) SOUTH FROM THE CENTERLINE
 AI9721'OF STATE ROUTE 47 AND 33 M (108.3 FT) EAST FROM THE CENTERLINE
 AI9721'EXTENDED OF COUNTY ROAD 611.  THE STATION IS SOUTHEAST AND ACROSS THE
 AI9721'ROAD FROM THE WILLIAM A.  TOWNSEND HOUSE HISTORIC SITE, A TWO AND ONE
 AI9721'HALF STORY FRAME DWELLING, BUILT IN 1833.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9718 ***********************************************************************
 AI9718  DESIGNATION -  5789
 AI9718  PID         -  AI9718
 AI9718  STATE/COUNTY-  NJ/CAPE MAY
 AI9718  USGS QUAD   -  WOODBINE (1972)
 AI9718
 AI9718                         *CURRENT SURVEY CONTROL
 AI9718  ___________________________________________________________________
 AI9718* NAD 83(1986)-  39 10 32.     (N)    074 49 12.     (W)     SCALED    
 AI9718* NAVD 88     -         2.943  (meters)       9.66   (feet)  ADJUSTED  
 AI9718  ___________________________________________________________________
 AI9718  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 AI9718  DYNAMIC HT  -           2.941 (meters)       9.65  (feet)  COMP
 AI9718  MODELED GRAV-     980,081.7   (mgal)                       NAVD 88
 AI9718
 AI9718  VERT ORDER  -  FIRST     CLASS II
 AI9718
 AI9718.The horizontal coordinates were scaled from a topographic map and have
 AI9718.an estimated accuracy of +/- 6 seconds.
 AI9718
 AI9718.The orthometric height was determined by differential leveling
 AI9718.and adjusted by the National Geodetic Survey in March 2001..
 AI9718.No vertical observational check was made to the station.
 AI9718
 AI9718.The geoid height was determined by GEOID03.
 AI9718
 AI9718.The dynamic height is computed by dividing the NAVD 88
 AI9718.geopotential number by the normal gravity value computed on the
 AI9718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9718.degrees latitude (g = 980.6199 gals.).
 AI9718
 AI9718.The modeled gravity was interpolated from observed gravity values.
 AI9718
 AI9718;                    North         East    Units  Estimated Accuracy
 AI9718;SPC NJ       -    38,040.      122,350.      MT  (+/- 180 meters Scaled)
 AI9718
 AI9718                          SUPERSEDED SURVEY CONTROL
 AI9718
 AI9718.No superseded survey control is available for this station.
 AI9718
 AI9718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ155362(NAD 83)
 AI9718_MARKER: DD = SURVEY DISK
 AI9718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9718_STAMPING: 5789
 AI9718_MARK LOGO: NJGS  
 AI9718_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9718+STABILITY: SURFACE MOTION
 AI9718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9718+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1998
 AI9718
 AI9718  HISTORY     - Date     Condition        Report By
 AI9718  HISTORY     - 1937     MONUMENTED       NJGS
 AI9718  HISTORY     - 19980212 GOOD             NJGS
 AI9718
 AI9718                          STATION DESCRIPTION
 AI9718
 AI9718'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9718'THE STATION IS LOCATED IN DENNIS TOWNSHIP ON THE NORTHEAST SIDE OF
 AI9718'STATE ROUTE 47.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AI9718'ROUTES 47 AND 83, GO SOUTH ON STATE ROUTE 47 FOR 0.35 MI (0.56 KM) TO
 AI9718'THE STATION ON THE LEFT, SET ABOUT 0.02M BELOW THE GROUND IN THE FRONT
 AI9718'YARD OF A ONE STORY FRAME DWELLING.  THE STATION IS 4.2 M (13.8 FT)
 AI9718'SOUTH SOUTHEAST FROM UTILITY POLE NUMBER W 26349, 11.3 M (37.1 FT)
 AI9718'SOUTH SOUTHEAST FROM THE CENTERLINE OF STATE ROUTE 47, 4.0 M (13.1 FT)
 AI9718'SOUTH FROM THE CENTERLINE OF AN UNPAVED DRIVE LEADING TO THE ONE STORY
 AI9718'FRAME DWELLING AND 18.0 M (59.1 FT) SOUTHWEST FROM THE SOUTHWEST
 AI9718'CORNER OF THE A TWO STORY FRAME DWELLING, HOUSE NUMBER 864.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9717 ***********************************************************************
 AI9717  DESIGNATION -  5791
 AI9717  PID         -  AI9717
 AI9717  STATE/COUNTY-  NJ/CAPE MAY
 AI9717  USGS QUAD   -  WOODBINE (1972)
 AI9717
 AI9717                         *CURRENT SURVEY CONTROL
 AI9717  ___________________________________________________________________
 AI9717* NAD 83(1986)-  39 09 39.     (N)    074 50 07.     (W)     SCALED    
 AI9717* NAVD 88     -         4.351  (meters)      14.27   (feet)  ADJUSTED  
 AI9717  ___________________________________________________________________
 AI9717  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 AI9717  DYNAMIC HT  -           4.348 (meters)      14.27  (feet)  COMP
 AI9717  MODELED GRAV-     980,079.4   (mgal)                       NAVD 88
 AI9717
 AI9717  VERT ORDER  -  FIRST     CLASS II
 AI9717
 AI9717.The horizontal coordinates were scaled from a topographic map and have
 AI9717.an estimated accuracy of +/- 6 seconds.
 AI9717
 AI9717.The orthometric height was determined by differential leveling
 AI9717.and adjusted by the National Geodetic Survey in March 2001..
 AI9717.No vertical observational check was made to the station.
 AI9717
 AI9717.The geoid height was determined by GEOID03.
 AI9717
 AI9717.The dynamic height is computed by dividing the NAVD 88
 AI9717.geopotential number by the normal gravity value computed on the
 AI9717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9717.degrees latitude (g = 980.6199 gals.).
 AI9717
 AI9717.The modeled gravity was interpolated from observed gravity values.
 AI9717
 AI9717;                    North         East    Units  Estimated Accuracy
 AI9717;SPC NJ       -    36,410.      121,030.      MT  (+/- 180 meters Scaled)
 AI9717
 AI9717                          SUPERSEDED SURVEY CONTROL
 AI9717
 AI9717.No superseded survey control is available for this station.
 AI9717
 AI9717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ142346(NAD 83)
 AI9717_MARKER: DD = SURVEY DISK
 AI9717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9717_STAMPING: 5791
 AI9717_MARK LOGO: NJGS  
 AI9717_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9717+STABILITY: SURFACE MOTION
 AI9717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9717+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2002
 AI9717
 AI9717  HISTORY     - Date     Condition        Report By
 AI9717  HISTORY     - UNK      MONUMENTED       NJGS
 AI9717  HISTORY     - 19970604 GOOD             NJGS
 AI9717  HISTORY     - 20021107 GOOD             NJDEP
 AI9717
 AI9717                          STATION DESCRIPTION
 AI9717
 AI9717'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9717'THE STATION IS LOCATED IN MIDDLE TOWNSHIP, ABOUT 1.1 MI (1.8 KM) SOUTH
 AI9717'FROM THE TOWN OF SOUTH DENNIS.  TO REACH THE STATION FROM THE
 AI9717'INTERSECTION OF STATE ROUTE 47 AND STATE ROUTE 83 IN SOUTH DENNIS, GO
 AI9717'SOUTH ON STATE ROUTE 47 FOR 1.8 MI (2.9 KM) TO THE STATION ON THE
 AI9717'RIGHT, SET FLUSH WITH THE GROUND NEAR THE TOP OF AN EMBANKMENT ABOUT 1
 AI9717'M (3.3 FT) ABOVE THE LEVEL OF THE ROAD.  THE STATION IS 39.2 FT (11.9
 AI9717'M) NORTH NORTHWEST FROM THE CENTERLINE OF STATE ROUTE 47, 95.3 FT
 AI9717'(29.0 M) WEST FROM UTILITY POLE NUMBER W 13178 57, 91.2 FT (27.8 M)
 AI9717'NORTH FROM UTILITY POLE NUMBER W 13177 58 AND 68.8 FT (21.0 M)
 AI9717'NORTHEAST FROM UTILITY POLE NUMBER 58S.
 AI9717
 AI9717                          STATION RECOVERY (2002)
 AI9717
 AI9717'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2002 (WM)
 AI9717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1262 ***********************************************************************
 KV1262  DESIGNATION -  579.2 NJGS
 KV1262  PID         -  KV1262
 KV1262  STATE/COUNTY-  NJ/SUSSEX
 KV1262  USGS QUAD   -  STANHOPE (1981)
 KV1262
 KV1262                         *CURRENT SURVEY CONTROL
 KV1262  ___________________________________________________________________
 KV1262* NAD 83(1986)-  40 59 54.     (N)    074 44 47.     (W)     SCALED    
 KV1262* NAVD 88     -       176.227  (meters)     578.17   (feet)  ADJUSTED  
 KV1262  ___________________________________________________________________
 KV1262  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV1262  DYNAMIC HT  -         176.149 (meters)     577.92  (feet)  COMP
 KV1262  MODELED GRAV-     980,175.0   (mgal)                       NAVD 88
 KV1262
 KV1262  VERT ORDER  -  SECOND    CLASS 0
 KV1262
 KV1262.The horizontal coordinates were scaled from a topographic map and have
 KV1262.an estimated accuracy of +/- 6 seconds.
 KV1262
 KV1262.The orthometric height was determined by differential leveling
 KV1262.and adjusted by the National Geodetic Survey in June 1991..
 KV1262
 KV1262.The geoid height was determined by GEOID03.
 KV1262
 KV1262.The dynamic height is computed by dividing the NAVD 88
 KV1262.geopotential number by the normal gravity value computed on the
 KV1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1262.degrees latitude (g = 980.6199 gals.).
 KV1262
 KV1262.The modeled gravity was interpolated from observed gravity values.
 KV1262
 KV1262;                    North         East    Units  Estimated Accuracy
 KV1262;SPC NJ       -   240,390.      129,270.      MT  (+/- 180 meters Scaled)
 KV1262
 KV1262                          SUPERSEDED SURVEY CONTROL
 KV1262
 KV1262  NGVD 29 (??/??/??)  176.441  (m)          578.87   (f) ADJUSTED    2 0
 KV1262
 KV1262.Superseded values are not recommended for survey control.
 KV1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1262.See file dsdata.txt to determine how the superseded data were derived.
 KV1262
 KV1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL213386(NAD 83)
 KV1262_MARKER: X = CHISELED CROSS
 KV1262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1262_SP_SET: BEDPLATE
 KV1262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1262
 KV1262  HISTORY     - Date     Condition        Report By
 KV1262  HISTORY     - UNK      MONUMENTED       NJGS
 KV1262  HISTORY     - 1934     GOOD             CGS
 KV1262
 KV1262                          STATION DESCRIPTION
 KV1262
 KV1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV1262'AT ANDOVER JUNCTION.
 KV1262'AT ANDOVER JUNCTION, SUSSEX COUNTY, AT THE DELAWARE, LACKAWANNA
 KV1262'AND WESTERN RAILROAD BRIDGE OVER PEQUEST RIVER, 160 YARDS NORTH
 KV1262'OF THE INTERSECTION OF THE LEHIGH AND HUDSON RIVER RAILWAY, AT
 KV1262'THE SOUTH END OF THE WEST GIRDER, ON THE TOP OF THE NORTHWEST
 KV1262'CORNER OF THE BEDPLATE, 1 FOOT WEST OF THE WEST RAIL, AND ABOUT
 KV1262'4 FEET LOWER THAN THE TRACK.  NOTE-- THE DELAWARE, LACKAWANNA AND
 KV1262'WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE
 KV1262'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9394 ***********************************************************************
 AI9394  DESIGNATION -  5795
 AI9394  PID         -  AI9394
 AI9394  STATE/COUNTY-  NJ/CAPE MAY
 AI9394  USGS QUAD   -  WILDWOOD (1972)
 AI9394
 AI9394                         *CURRENT SURVEY CONTROL
 AI9394  ___________________________________________________________________
 AI9394* NAD 83(1986)-  38 58 30.     (N)    074 50 01.     (W)     SCALED    
 AI9394* NAVD 88     -         2.229  (meters)       7.31   (feet)  ADJUSTED  
 AI9394  ___________________________________________________________________
 AI9394  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 AI9394  DYNAMIC HT  -           2.228 (meters)       7.31  (feet)  COMP
 AI9394  MODELED GRAV-     980,050.7   (mgal)                       NAVD 88
 AI9394
 AI9394  VERT ORDER  -  FIRST     CLASS II
 AI9394
 AI9394.The horizontal coordinates were scaled from a topographic map and have
 AI9394.an estimated accuracy of +/- 6 seconds.
 AI9394
 AI9394.The orthometric height was determined by differential leveling
 AI9394.and adjusted by the National Geodetic Survey in March 2001..
 AI9394
 AI9394.The geoid height was determined by GEOID03.
 AI9394
 AI9394.The dynamic height is computed by dividing the NAVD 88
 AI9394.geopotential number by the normal gravity value computed on the
 AI9394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9394.degrees latitude (g = 980.6199 gals.).
 AI9394
 AI9394.The modeled gravity was interpolated from observed gravity values.
 AI9394
 AI9394;                    North         East    Units  Estimated Accuracy
 AI9394;SPC NJ       -    15,780.      121,090.      MT  (+/- 180 meters Scaled)
 AI9394
 AI9394                          SUPERSEDED SURVEY CONTROL
 AI9394
 AI9394.No superseded survey control is available for this station.
 AI9394
 AI9394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ144140(NAD 83)
 AI9394_MARKER: DD = SURVEY DISK
 AI9394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9394_STAMPING: 5795
 AI9394_MARK LOGO: NJGS  
 AI9394_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9394+STABILITY: SURFACE MOTION
 AI9394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9394+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1998
 AI9394
 AI9394  HISTORY     - Date     Condition        Report By
 AI9394  HISTORY     - 1938     MONUMENTED       NJGS
 AI9394  HISTORY     - 19980911 GOOD             NJGS
 AI9394
 AI9394                          STATION DESCRIPTION
 AI9394
 AI9394'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9394'THE STATION IS LOCATED IN THE BOROUGH OF WILDWOOD CREST ON THE
 AI9394'NORTHWEST SIDE OF PACIFIC AVENUE, COUNTY ROAD 621.  TO REACH THE
 AI9394'STATION FROM THE INTERSECTION OF RIO GRANDE AVENUE AND PACIFIC AVENUE
 AI9394'IN THE CITY OF WILDWOOD, GO SOUTHWEST ON PACIFIC AVENUE FOR 0.75 MI
 AI9394'(1.21 KM) TO THE STATION ON RIGHT, SET FLUSH BETWEEN THE SIDEWALK AND
 AI9394'THE CURB, AT THE NORTH CORNER OF THE INTERSECTION OF PACIFIC AVENUE
 AI9394'AND ROSEMARY ROAD.  THE STATION IS 0.6 M (2.0 FT) NORTHWEST FROM THE
 AI9394'NORTHWEST CURB OF PACIFIC AVENUE, 2.7 M (8.9 FT) NORTHEAST FROM THE
 AI9394'NORTHEAST CURB OF ROSEMARY ROAD AND 12.4 M (40.7 FT) NORTHEAST FROM
 AI9394'POLE W3693, IN FRONT OF HOUSE NUMBER 6410.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9393 ***********************************************************************
 AI9393  DESIGNATION -  5796
 AI9393  PID         -  AI9393
 AI9393  STATE/COUNTY-  NJ/CAPE MAY
 AI9393  USGS QUAD   -  WILDWOOD (1972)
 AI9393
 AI9393                         *CURRENT SURVEY CONTROL
 AI9393  ___________________________________________________________________
 AI9393* NAD 83(1986)-  38 58 27.     (N)    074 50 11.     (W)     SCALED    
 AI9393* NAVD 88     -         1.855  (meters)       6.09   (feet)  ADJUSTED  
 AI9393  ___________________________________________________________________
 AI9393  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 AI9393  DYNAMIC HT  -           1.854 (meters)       6.08  (feet)  COMP
 AI9393  MODELED GRAV-     980,050.6   (mgal)                       NAVD 88
 AI9393
 AI9393  VERT ORDER  -  FIRST     CLASS II
 AI9393
 AI9393.The horizontal coordinates were scaled from a topographic map and have
 AI9393.an estimated accuracy of +/- 6 seconds.
 AI9393
 AI9393.The orthometric height was determined by differential leveling
 AI9393.and adjusted by the National Geodetic Survey in March 2001..
 AI9393
 AI9393.The geoid height was determined by GEOID03.
 AI9393
 AI9393.The dynamic height is computed by dividing the NAVD 88
 AI9393.geopotential number by the normal gravity value computed on the
 AI9393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9393.degrees latitude (g = 980.6199 gals.).
 AI9393
 AI9393.The modeled gravity was interpolated from observed gravity values.
 AI9393
 AI9393;                    North         East    Units  Estimated Accuracy
 AI9393;SPC NJ       -    15,690.      120,850.      MT  (+/- 180 meters Scaled)
 AI9393
 AI9393                          SUPERSEDED SURVEY CONTROL
 AI9393
 AI9393.No superseded survey control is available for this station.
 AI9393
 AI9393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ141139(NAD 83)
 AI9393_MARKER: DD = SURVEY DISK
 AI9393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9393_STAMPING: 5796
 AI9393_MARK LOGO: NJGS  
 AI9393_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9393+STABILITY: SURFACE MOTION
 AI9393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9393+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1998
 AI9393
 AI9393  HISTORY     - Date     Condition        Report By
 AI9393  HISTORY     - 1938     MONUMENTED       NJGS
 AI9393  HISTORY     - 19980911 GOOD             NJGS
 AI9393
 AI9393                          STATION DESCRIPTION
 AI9393
 AI9393'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9393'THE STATION IS LOCATED IN THE BOROUGH OF WILDWOOD CREST ON THE
 AI9393'NORTHWEST SIDE OF PACIFIC AVENUE, COUNTY ROAD 621.  TO REACH THE
 AI9393'STATION FROM THE INTERSECTION OF RIO GRANDE AVENUE AND PACIFIC AVENUE
 AI9393'IN THE CITY OF WILDWOOD, GO SOUTHWEST ON PACIFIC AVENUE FOR 1.0 MI
 AI9393'(1.6 KM) TO THE STATION ON THE RIGHT, SET FLUSH WITH THE SIDEWALK AT
 AI9393'THE WEST CORNER OF THE INTERSECTION OF PACIFIC AVENUE AND MYRTLE ROAD.
 AI9393'THE STATION IS 5.3 M (17.4 FT) EAST FROM THE NORTHEAST CORNER OF HOUSE
 AI9393'NUMBER 7000, A ONE STORY FRAME AND STUCCO DWELLING, 3.4 M (11.2 FT)
 AI9393'SOUTHWEST FROM THE SOUTHWEST CURB OF MYRTLE ROAD, 2.5 M (8.2 FT)
 AI9393'NORTHWEST FROM THE NORTHWEST CURB OF PACIFIC AVENUE AND 4.6 M (15.1
 AI9393'FT) SOUTH FROM POLE NUMBER W3774.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9392 ***********************************************************************
 AI9392  DESIGNATION -  5797
 AI9392  PID         -  AI9392
 AI9392  STATE/COUNTY-  NJ/CAPE MAY
 AI9392  USGS QUAD   -  WILDWOOD (1972)
 AI9392
 AI9392                         *CURRENT SURVEY CONTROL
 AI9392  ___________________________________________________________________
 AI9392* NAD 83(1986)-  38 58 15.     (N)    074 50 22.     (W)     SCALED    
 AI9392* NAVD 88     -         1.892  (meters)       6.21   (feet)  ADJUSTED  
 AI9392  ___________________________________________________________________
 AI9392  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 AI9392  DYNAMIC HT  -           1.891 (meters)       6.20  (feet)  COMP
 AI9392  MODELED GRAV-     980,050.3   (mgal)                       NAVD 88
 AI9392
 AI9392  VERT ORDER  -  FIRST     CLASS II
 AI9392
 AI9392.The horizontal coordinates were scaled from a topographic map and have
 AI9392.an estimated accuracy of +/- 6 seconds.
 AI9392
 AI9392.The orthometric height was determined by differential leveling
 AI9392.and adjusted by the National Geodetic Survey in March 2001..
 AI9392
 AI9392.The geoid height was determined by GEOID03.
 AI9392
 AI9392.The dynamic height is computed by dividing the NAVD 88
 AI9392.geopotential number by the normal gravity value computed on the
 AI9392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9392.degrees latitude (g = 980.6199 gals.).
 AI9392
 AI9392.The modeled gravity was interpolated from observed gravity values.
 AI9392
 AI9392;                    North         East    Units  Estimated Accuracy
 AI9392;SPC NJ       -    15,320.      120,590.      MT  (+/- 180 meters Scaled)
 AI9392
 AI9392                          SUPERSEDED SURVEY CONTROL
 AI9392
 AI9392.No superseded survey control is available for this station.
 AI9392
 AI9392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ139135(NAD 83)
 AI9392_MARKER: DD = SURVEY DISK
 AI9392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9392_STAMPING: 5797
 AI9392_MARK LOGO: NJGS  
 AI9392_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9392+STABILITY: SURFACE MOTION
 AI9392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9392+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1998
 AI9392
 AI9392  HISTORY     - Date     Condition        Report By
 AI9392  HISTORY     - 1938     MONUMENTED       NJGS
 AI9392  HISTORY     - 19980911 GOOD             NJGS
 AI9392
 AI9392                          STATION DESCRIPTION
 AI9392
 AI9392'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9392'THE STATION IS LOCATED IN THE BOROUGH OF WILDWOOD CREST ON THE
 AI9392'NORTHWEST SIDE OF PACIFIC AVENUE, COUNTY ROAD 621.  TO REACH THE
 AI9392'STATION FROM THE INTERSECTION OF RIO GRANDE AVENUE AND PACIFIC AVENUE
 AI9392'IN THE CITY OF WILDWOOD, GO SOUTHWEST ON PACIFIC AVENUE FOR 1.20 MI
 AI9392'(1.93 KM) TO THE STATION ON THE RIGHT, SET FLUSH WITH THE GROUND
 AI9392'BETWEEN THE CURB AND THE SIDEWALK, AT THE WEST CORNER OF THE
 AI9392'INTERSECTION OF PACIFIC AVENUE AND STOCKTON ROAD.  THE STATION IS 14.8
 AI9392'M (48.6 FT) SOUTHWEST FROM POLE NUMBER W3833, 3.0 M (9.8 FT) SOUTHWEST
 AI9392'FROM THE SOUTHWEST CURB OF STOCKTON ROAD AND 0.6 M (2.0 FT) NORTHWEST
 AI9392'FROM THE NORTHWEST CURB OF PACIFIC AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0945 ***********************************************************************
 KV0945  DESIGNATION -  58 PRR
 KV0945  PID         -  KV0945
 KV0945  STATE/COUNTY-  NJ/MIDDLESEX
 KV0945  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0945
 KV0945                         *CURRENT SURVEY CONTROL
 KV0945  ___________________________________________________________________
 KV0945* NAD 83(1986)-  40 24 59.     (N)    074 21 42.     (W)     SCALED    
 KV0945* NAVD 88     -         3.066  (meters)      10.06   (feet)  ADJUSTED  
 KV0945  ___________________________________________________________________
 KV0945  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KV0945  DYNAMIC HT  -           3.064 (meters)      10.05  (feet)  COMP
 KV0945  MODELED GRAV-     980,201.6   (mgal)                       NAVD 88
 KV0945
 KV0945  VERT ORDER  -  FIRST     CLASS II
 KV0945
 KV0945.The horizontal coordinates were scaled from a topographic map and have
 KV0945.an estimated accuracy of +/- 6 seconds.
 KV0945
 KV0945.The orthometric height was determined by differential leveling
 KV0945.and adjusted by the National Geodetic Survey in June 1991..
 KV0945
 KV0945.The geoid height was determined by GEOID03.
 KV0945
 KV0945.The dynamic height is computed by dividing the NAVD 88
 KV0945.geopotential number by the normal gravity value computed on the
 KV0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0945.degrees latitude (g = 980.6199 gals.).
 KV0945
 KV0945.The modeled gravity was interpolated from observed gravity values.
 KV0945
 KV0945;                    North         East    Units  Estimated Accuracy
 KV0945;SPC NJ       -   175,750.      161,740.      MT  (+/- 180 meters Scaled)
 KV0945
 KV0945                          SUPERSEDED SURVEY CONTROL
 KV0945
 KV0945  NGVD 29 (01/10/92)    3.395  (m)           11.14   (f) ADJUSTED    1 2
 KV0945
 KV0945.Superseded values are not recommended for survey control.
 KV0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0945.See file dsdata.txt to determine how the superseded data were derived.
 KV0945
 KV0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK541741(NAD 83)
 KV0945_MARKER: Q = CHISELED SQUARE
 KV0945_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0945_SP_SET: STONE FOUNDATION
 KV0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0945+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2002
 KV0945
 KV0945  HISTORY     - Date     Condition        Report By
 KV0945  HISTORY     - UNK      MONUMENTED       PRR
 KV0945  HISTORY     - 1952     GOOD             CGS
 KV0945  HISTORY     - 1974     GOOD             NGS
 KV0945  HISTORY     - 20021101 GOOD             NJGS
 KV0945
 KV0945                          STATION DESCRIPTION
 KV0945
 KV0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0945'AT OLD BRIDGE.
 KV0945'AT OLD BRIDGE, ALONG THE PENNSYVLANIA RAILROAD, ABOUT 200 YARDS
 KV0945'EAST OF RAILROAD STATION, AT THE SOUTHEAST CORNER OF RED BRICK
 KV0945'SECTION TOOL HOUSE, AN OUTLINED SQUARE IN THE TOP OF STONE
 KV0945'FOUNDATION, 11 FEET NORTH OF NORTH RAIL OF TRACK, 55 1/2 FEET
 KV0945'WEST OF NORTH END OF CONCRETE ABUTMENT OF RAILROAD BRIDGE OVER
 KV0945'SOUTH RIVER, AND ABOUT 1 FOOT BELOW LEVEL OF TRACK.
 KV0945
 KV0945                          STATION RECOVERY (1974)
 KV0945
 KV0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0945'RECOVERED IN GOOD CONDITION.
 KV0945
 KV0945                          STATION RECOVERY (2002)
 KV0945
 KV0945'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (MVI)
 KV0945'SET IN THE NORTHEAST CORNER OF THE FOUNDATION OF THE REMAINS OF BRICK
 KV0945'BUILDING JUST SOUTHWEST OF THE RAILROAD BRIDGE SPANNING SOUTH
 KV0945'RIVER.THE STATION IS ABOUT 16.5M SOUTHWEST OF THE NORTHWEST END OF THE
 KV0945'SOUTHWEST RAILROAD BRIDGE ABUTMENT. THE STATION IS 55.8M EAST OF THE
 KV0945'CENTERLINE EXTENDED OF RIVER RD. AS MEASURED ALONG THE RAILROAD
 KV0945'TRACKS. 0.5M WEST OF AN INSTALLED DOT METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9757 ***********************************************************************
 AI9757  DESIGNATION -  5830
 AI9757  PID         -  AI9757
 AI9757  STATE/COUNTY-  NJ/BURLINGTON
 AI9757  USGS QUAD   -  BRISTOL (1981)
 AI9757
 AI9757                         *CURRENT SURVEY CONTROL
 AI9757  ___________________________________________________________________
 AI9757* NAD 83(1986)-  40 04 37.     (N)    074 51 43.     (W)     SCALED    
 AI9757* NAVD 88     -         3.334  (meters)      10.94   (feet)  ADJUSTED  
 AI9757  ___________________________________________________________________
 AI9757  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 AI9757  DYNAMIC HT  -           3.332 (meters)      10.93  (feet)  COMP
 AI9757  MODELED GRAV-     980,192.7   (mgal)                       NAVD 88
 AI9757
 AI9757  VERT ORDER  -  FIRST     CLASS II
 AI9757
 AI9757.The horizontal coordinates were scaled from a topographic map and have
 AI9757.an estimated accuracy of +/- 6 seconds.
 AI9757
 AI9757.The orthometric height was determined by differential leveling
 AI9757.and adjusted by the National Geodetic Survey in March 2001..
 AI9757.No vertical observational check was made to the station.
 AI9757
 AI9757.The geoid height was determined by GEOID03.
 AI9757
 AI9757.The dynamic height is computed by dividing the NAVD 88
 AI9757.geopotential number by the normal gravity value computed on the
 AI9757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9757.degrees latitude (g = 980.6199 gals.).
 AI9757
 AI9757.The modeled gravity was interpolated from observed gravity values.
 AI9757
 AI9757;                    North         East    Units  Estimated Accuracy
 AI9757;SPC NJ       -   138,120.      119,130.      MT  (+/- 180 meters Scaled)
 AI9757
 AI9757                          SUPERSEDED SURVEY CONTROL
 AI9757
 AI9757.No superseded survey control is available for this station.
 AI9757
 AI9757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK117363(NAD 83)
 AI9757_MARKER: DD = SURVEY DISK
 AI9757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9757_STAMPING: 5830
 AI9757_MARK LOGO: NJGS  
 AI9757_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9757+STABILITY: SURFACE MOTION
 AI9757_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9757+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 AI9757
 AI9757  HISTORY     - Date     Condition        Report By
 AI9757  HISTORY     - 1937     MONUMENTED       NJGS
 AI9757  HISTORY     - 19980527 GOOD             NJGS
 AI9757  HISTORY     - 20050509 GOOD             GEOCAC
 AI9757
 AI9757                          STATION DESCRIPTION
 AI9757
 AI9757'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9757'THE STATION IS LOCATED IN THE CITY OF BURLINGTON ON THE NORTH SIDE OF
 AI9757'BROAD STREET.  TO REACH THE STATION FROM THE INTERSECTION OF HIGH
 AI9757'STREET, COUNTY ROAD 541 AND BROAD STREET, GO WEST ON BROAD STREET FOR
 AI9757'0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT, SET ABOUT 0.15 M (0.49
 AI9757'FT) BELOW THE GROUND, NEXT TO THE CURB AT THE SLATE ROOFED ENTRANCE TO
 AI9757'THE NEW SAINT MARYS CHURCH.  THE STATION IS 0.2 M (0.7 FT) NORTH FROM
 AI9757'THE NORTH CURB OF BROAD STREET, 4.8 M (15.7 FT) SOUTH FROM THE SOUTH
 AI9757'FACE OF THE BRICK WALL SURROUNDING THE NEW SAINT MARYS CHURCH, 6.5 M
 AI9757'(21.3 FT) EAST FROM WOOD UTILITY POLE NUMBER 856 BC, 10.2 M (33.5 FT)
 AI9757'NORTH FROM THE NORTH RAIL OF THE CONRAIL RAILROAD TRACK IN THE CENTER
 AI9757'OF BROAD STREET AND 31.2 M (102.4 FT) WEST FROM WOOD UTILITY POLE
 AI9757'NUMBER 855 BC.
 AI9757
 AI9757                          STATION RECOVERY (2005)
 AI9757
 AI9757'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 AI9757'FOUND AS DESCRIBED AT THE CURB IN FRONT OF NEW ST. MARY'S CHURCH. DISK
 AI9757'IS STAMPED '5830 12.098'
 AI9757' 
 AI9757'HANDHELD GPS COORDINATES - N40 04 37.3, W074 51 42.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1159 ***********************************************************************
 KV1159  DESIGNATION -  5832 NJGS
 KV1159  PID         -  KV1159
 KV1159  STATE/COUNTY-  NJ/BURLINGTON
 KV1159  USGS QUAD   -  BRISTOL (1981)
 KV1159
 KV1159                         *CURRENT SURVEY CONTROL
 KV1159  ___________________________________________________________________
 KV1159* NAD 83(1986)-  40 04 17.     (N)    074 51 20.     (W)     SCALED    
 KV1159* NAVD 88     -         1.840  (meters)       6.04   (feet)  ADJUSTED  
 KV1159  ___________________________________________________________________
 KV1159  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV1159  DYNAMIC HT  -           1.839 (meters)       6.03  (feet)  COMP
 KV1159  MODELED GRAV-     980,193.8   (mgal)                       NAVD 88
 KV1159
 KV1159  VERT ORDER  -  FIRST     CLASS II
 KV1159
 KV1159.The horizontal coordinates were scaled from a topographic map and have
 KV1159.an estimated accuracy of +/- 6 seconds.
 KV1159
 KV1159.The orthometric height was determined by differential leveling
 KV1159.and adjusted by the National Geodetic Survey in June 1991..
 KV1159
 KV1159.The geoid height was determined by GEOID03.
 KV1159
 KV1159.The dynamic height is computed by dividing the NAVD 88
 KV1159.geopotential number by the normal gravity value computed on the
 KV1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1159.degrees latitude (g = 980.6199 gals.).
 KV1159
 KV1159.The modeled gravity was interpolated from observed gravity values.
 KV1159
 KV1159;                    North         East    Units  Estimated Accuracy
 KV1159;SPC NJ       -   137,500.      119,670.      MT  (+/- 180 meters Scaled)
 KV1159
 KV1159                          SUPERSEDED SURVEY CONTROL
 KV1159
 KV1159  NGVD 29 (01/10/92)    2.162  (m)            7.09   (f) ADJUSTED    1 2
 KV1159
 KV1159.Superseded values are not recommended for survey control.
 KV1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1159.See file dsdata.txt to determine how the superseded data were derived.
 KV1159
 KV1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK123356(NAD 83)
 KV1159_MARKER: DD = SURVEY DISK
 KV1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1159_STAMPING: 5832
 KV1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1159+STABILITY: SURFACE MOTION
 KV1159
 KV1159  HISTORY     - Date     Condition        Report By
 KV1159  HISTORY     - UNK      MONUMENTED       NJGS
 KV1159  HISTORY     - 1974     GOOD             NGS
 KV1159
 KV1159                          STATION DESCRIPTION
 KV1159
 KV1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1159'AT BURLINGTON.
 KV1159'AT BURLINGTON, NEAR THE SOUTHEAST INTERSECTION OF HIGH STREET
 KV1159'AND U.S. HIGHWAY 130, 13.8 FEET EAST OF THE EXTENDED EAST CURB
 KV1159'LINE OF HIGHWAY STREET, 1.1 FEET SOUTH OF THE SOUTH CURB LINE
 KV1159'OF THE HIGHWAY, 11.5 FEET NORTH OF A STEEL SOPPORTING A TRAFFIC
 KV1159'LIGHT, 23 FEET NORTHWEST OF THE WEST CORNER OF THE BURLINGTON
 KV1159'DINER AND SET IN THE TOIP OF A CONCRETE POST SURROUNDED BY
 KV1159'THE SIDEWALK AND ABOUT LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4300 ***********************************************************************
 JU4300  DESIGNATION -  6 A 1
 JU4300  PID         -  JU4300
 JU4300  STATE/COUNTY-  NJ/CUMBERLAND
 JU4300  USGS QUAD   -  PORT ELIZABETH (1994)
 JU4300
 JU4300                         *CURRENT SURVEY CONTROL
 JU4300  ___________________________________________________________________
 JU4300* NAD 83(1996)-  39 18 50.14553(N)    074 57 09.30591(W)     ADJUSTED  
 JU4300* NAVD 88     -        11.5    (meters)      38.     (feet)  GPS OBS   
 JU4300  ___________________________________________________________________
 JU4300  X           -   1,282,852.604 (meters)                     COMP
 JU4300  Y           -  -4,771,871.771 (meters)                     COMP
 JU4300  Z           -   4,019,327.411 (meters)                     COMP
 JU4300  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 JU4300  ELLIP HEIGHT-         -22.80  (meters)          (10/23/02) GPS OBS
 JU4300  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JU4300
 JU4300  HORZ ORDER  -  FIRST
 JU4300  ELLP ORDER  -  FOURTH    CLASS I
 JU4300
 JU4300.The horizontal coordinates were established by GPS observations
 JU4300.and adjusted by the National Geodetic Survey in May 1999..
 JU4300
 JU4300.The orthometric height was determined by GPS observations and a
 JU4300.high-resolution geoid model.
 JU4300
 JU4300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4300
 JU4300.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4300
 JU4300.The ellipsoidal height was determined by GPS observations
 JU4300.and is referenced to NAD 83.
 JU4300
 JU4300.The geoid height was determined by GEOID03.
 JU4300
 JU4300;                    North         East     Units Scale Factor Converg.
 JU4300;SPC NJ       -    53,446.596   110,971.850   MT  0.99991875   -0 17 12.3
 JU4300;SPC NJ       -   175,349.37    364,080.14   sFT  0.99991875   -0 17 12.3
 JU4300;UTM  18      - 4,351,615.669   504,087.546   MT  0.99960021   +0 01 48.1
 JU4300
 JU4300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4300!SPC NJ       -   1.00000358  x   0.99991875  =   0.99992233
 JU4300!UTM  18      -   1.00000358  x   0.99960021  =   0.99960379
 JU4300
 JU4300|---------------------------------------------------------------------|
 JU4300| PID    Reference Object                     Distance      Geod. Az  |
 JU4300|                                                           dddmmss.s |
 JU4300| JU2977 SCRUBBY                             311.112 METERS 15446     |
 JU4300|---------------------------------------------------------------------|
 JU4300
 JU4300                          SUPERSEDED SURVEY CONTROL
 JU4300
 JU4300  ELLIP H (05/14/99)  -22.81   (m)                       GP(       ) 4 1
 JU4300  NAD 83(1992)-  39 18 50.14521(N)    074 57 09.30500(W) AD(       ) 1
 JU4300  ELLIP H (03/31/93)  -22.84   (m)                       GP(       ) 3 2
 JU4300
 JU4300.Superseded values are not recommended for survey control.
 JU4300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4300.See file dsdata.txt to determine how the superseded data were derived.
 JU4300
 JU4300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0408851616(NAD 83)
 JU4300_MARKER: DD = SURVEY DISK
 JU4300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4300_SP_SET: CONCRETE POST
 JU4300_STAMPING: 6 A 1 1990
 JU4300_MARK LOGO: NJGS  
 JU4300_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4300+STABILITY: SURFACE MOTION
 JU4300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4300+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1994
 JU4300
 JU4300  HISTORY     - Date     Condition        Report By
 JU4300  HISTORY     - 1990     MONUMENTED       NJGS
 JU4300  HISTORY     - 19911001 GOOD             NJGS
 JU4300  HISTORY     - 19921214 GOOD
 JU4300  HISTORY     - 19940831 GOOD             NJGS
 JU4300
 JU4300                          STATION DESCRIPTION
 JU4300
 JU4300'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 JU4300'THE STATION IS LOCATED IN MAURICE RIVER TOWNSHIP, ON THE SOUTH SIDE OF
 JU4300'WEATHERBY ROAD, COUNTY ROAD 548, WITHIN THE PROPERTY OF THE WHIBICO
 JU4300'COMPANY SAND AND GRAVEL QUARRY. CONTACT MR. JAMES CAPASSO TO ENTER
 JU4300'THE QUARRY AND OCCUPY THE STATION. PHONE 609-785-2090. TO REACH THE
 JU4300'STATION FROM THE JUNCTION OF DELSEA DRIVE, STATE HIGHWAY 47 AND
 JU4300'BROADWAY, COUNTY ROAD 548, IN PORT ELIZABETH, GO 2.7 KM (1.7 MI) EAST
 JU4300'ON COUNTY ROAD 548 TO THE QUARRY ENTRANCE WITH A GATE ON THE RIGHT.
 JU4300'TURN RIGHT, PASS THROUGH THE GATE TO THE STATION ON THE LEFT.  THE
 JU4300'STATION IS 21.8 M (71.5 FT) SOUTH SOUTHEAST OF THE EAST GATEPOST AT
 JU4300'THE ENTRANCE, 10.06 M (33.01 FT) SOUTHEAST OF THE CENTERLINE OF THE
 JU4300'QUARRY ENTRANCE ROAD AND 1.05 M (3.44 FT) NORTHWEST OF A CARSONITE
 JU4300'WITNESS POST. THE STATION IS SET FLUSH WITH THE GROUND.
 JU4300
 JU4300                          STATION RECOVERY (1991)
 JU4300
 JU4300'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 JU4300'THE STATION IS LOCATED IN MAURICE RIVER TOWNSHIP, ON THE SOUTH SIDE OF
 JU4300'WEATHERBY ROAD, COUNTY ROAD 548, WITHIN THE PROPERTY OF THE WHIBICO
 JU4300'COMPANY SAND AND GRAVEL QUARRY.  CONTACT MR. JAMES CAPASSO TO ENTER
 JU4300'THE QUARRY AND OCCUPY THE STATION.  PHONE 609 785 2090.  TO REACH THE
 JU4300'STATION FROM THE JUNCTION OF DELSEA DRIVE, STATE HIGHWAY 47 AND
 JU4300'BROADWAY, COUNTY ROAD 548, IN PORT ELIZABETH, GO 2.7 KM (1.7 MI) EAST
 JU4300'ON COUNTY ROAD 548 TO THE QUARRY ENTRANCE WITH A GATE ON THE RIGHT.
 JU4300'TURN RIGHT, PASS THROUGH THE GATE TO THE STATION ON THE LEFT.  THE
 JU4300'STATION IS 21.8 M (71.5 FT) SOUTH SOUTHEAST OF THE EAST GATEPOST AT
 JU4300'THE ENTRANCE, 10.06 M (33.01 FT) SOUTHEAST OF THE CENTERLINE OF THE
 JU4300'QUARRY ENTRANCE ROAD AND 1.05 M (3.44 FT) NORTHWEST OF A CARSONITE
 JU4300'WITNESS POST.  THE STATION IS SET FLUSH WITH THE GROUND.
 JU4300
 JU4300                          STATION RECOVERY (1992)
 JU4300
 JU4300'RECOVERED 1992
 JU4300'RECOVERED IN GOOD CONDITION.
 JU4300
 JU4300                          STATION RECOVERY (1994)
 JU4300
 JU4300'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 JU4300'THE STATION IS LOCATED IN MAURICE RIVER TOWNSHIP, ON THE SOUTH SIDE OF
 JU4300'WEATHERBY ROAD, COUNTY ROAD 548, WITHIN THE PROPERTY OF THE WHIBICO
 JU4300'COMPANY SAND AND GRAVEL QUARRY.  CONTACT MR. JAMES CAPASSO TO ENTER
 JU4300'THE QUARRY AND OCCUPY THE STATION.  PHONE 609 785 2090.  TO REACH THE
 JU4300'STATION FROM THE JUNCTION OF DELSEA DRIVE, STATE HIGHWAY 47 AND
 JU4300'BROADWAY, COUNTY ROAD 548, IN PORT ELIZABETH, GO 2.7 KM (1.65 MI) EAST
 JU4300'ON COUNTY ROAD 548 TO THE QUARRY ENTRANCE WITH A GATE ON THE RIGHT.
 JU4300'TURN RIGHT, PASS THROUGH THE GATE TO THE STATION ON THE LEFT. THE
 JU4300'STATION IS 21.8 M (71.5 FT) SOUTH SOUTHEAST OF THE EAST GATEPOST AT
 JU4300'THE ENTRANCE, 10.06 M (33.01 FT) SOUTHEAST OF THE CENTERLINE OF THE
 JU4300'QUARRY ENTRANCE ROAD AND 1.05 M (3.44 FT) NORTHWEST OF A CARSONITE
 JU4300'WITNESS POST.  THE STATION IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4343 ***********************************************************************
 JU4343  DESIGNATION -  6 B 1
 JU4343  PID         -  JU4343
 JU4343  STATE/COUNTY-  NJ/CUMBERLAND
 JU4343  USGS QUAD   -  NEWFIELD (1994)
 JU4343
 JU4343                         *CURRENT SURVEY CONTROL
 JU4343  ___________________________________________________________________
 JU4343* NAD 83(1996)-  39 32 03.61028(N)    075 03 06.75146(W)     ADJUSTED  
 JU4343* NAVD 88     -        25.1    (meters)      82.     (feet)  GPS OBS   
 JU4343  ___________________________________________________________________
 JU4343  X           -   1,270,575.676 (meters)                     COMP
 JU4343  Y           -  -4,759,084.237 (meters)                     COMP
 JU4343  Z           -   4,038,238.935 (meters)                     COMP
 JU4343  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 JU4343  ELLIP HEIGHT-          -8.54  (meters)          (09/25/02) GPS OBS
 JU4343  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JU4343
 JU4343  HORZ ORDER  -  FIRST
 JU4343  ELLP ORDER  -  FOURTH    CLASS I
 JU4343
 JU4343.The horizontal coordinates were established by GPS observations
 JU4343.and adjusted by the National Geodetic Survey in May 1999..
 JU4343
 JU4343.The orthometric height was determined by GPS observations and a
 JU4343.high-resolution geoid model.
 JU4343
 JU4343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4343
 JU4343.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4343
 JU4343.The ellipsoidal height was determined by GPS observations
 JU4343.and is referenced to NAD 83.
 JU4343
 JU4343.The geoid height was determined by GEOID03.
 JU4343
 JU4343;                    North         East     Units Scale Factor Converg.
 JU4343;SPC NJ       -    77,962.286   102,559.278   MT  0.99992770   -0 21 04.7
 JU4343;SPC NJ       -   255,781.27    336,479.90   sFT  0.99992770   -0 21 04.7
 JU4343;UTM  18      - 4,376,076.456   495,541.999   MT  0.99960024   -0 01 58.9
 JU4343
 JU4343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4343!SPC NJ       -   1.00000134  x   0.99992770  =   0.99992904
 JU4343!UTM  18      -   1.00000134  x   0.99960024  =   0.99960158
 JU4343
 JU4343                          SUPERSEDED SURVEY CONTROL
 JU4343
 JU4343  ELLIP H (05/14/99)   -8.55   (m)                       GP(       ) 4 1
 JU4343  NAD 83(1992)-  39 32 03.60902(N)    075 03 06.75104(W) AD(       ) 1
 JU4343
 JU4343.Superseded values are not recommended for survey control.
 JU4343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4343.See file dsdata.txt to determine how the superseded data were derived.
 JU4343
 JU4343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9554276076(NAD 83)
 JU4343_MARKER: DD = SURVEY DISK
 JU4343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4343_SP_SET: CONCRETE POST
 JU4343_STAMPING: 6 B 1 1992
 JU4343_MARK LOGO: NJGS  
 JU4343_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4343+STABILITY: SURFACE MOTION
 JU4343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4343+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1999
 JU4343
 JU4343  HISTORY     - Date     Condition        Report By
 JU4343  HISTORY     - 1992     MONUMENTED       NJGS
 JU4343  HISTORY     - 19990701 GOOD             NJGS
 JU4343
 JU4343                          STATION DESCRIPTION
 JU4343
 JU4343'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 JU4343'THE STATION IS LOCATED IN THE CITY OF VINELAND, JUST NORTHWEST OF THE
 JU4343'LANDIS SUBSTATION OF THE ATLANTIC CITY ELECTRIC COMPANY.  TO REACH
 JU4343'THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 55 AND GARDEN ROAD
 JU4343'AT INTERCHANGE 35A, GO EAST ON GARDEN ROAD FOR 1.50 MI (2.41 KM) TO
 JU4343'THE JUNCTION WITH STATE HIGHWAY 47 AT A TRAFFIC LIGHT.  TURN LEFT AND
 JU4343'GO NORTH ON STATE HIGHWAY 47 FOR 1.20 MI (1.93 KM) TO THE TEE
 JU4343'JUNCTION WITH GALLAGHER DRIVE AND A SIGN FOR THE VINELAND INDUSTRIAL
 JU4343'PARK ON THE LEFT.  TURN LEFT AND GO WEST ON GALLAGHER DRIVE FOR 0.2
 JU4343'MI (0.3 KM) TO A GRAVEL ROAD ON THE LEFT, LEADING TO THE LANDIS
 JU4343'SUBSTATION.  TURN LEFT AND FOLLOW THE GRAVEL ROAD SOUTH, THEN WEST TO
 JU4343'THE LANDIS SUBSTATION AHEAD AND THE STATION ON THE NORTHWEST SIDE OF
 JU4343'THE SUBSTATION, WITHIN THE EASEMENT AREA FOR THE TRANSMISSION TOWERS.
 JU4343'THE STATION IS 10.2 M (33.5 FT) WEST FROM THE NORTH CORNER OF THE 8
 JU4343'FT (2.4 M) HIGH CHAIN LINK FENCE SURROUNDING THE SUBSTATION AND 7.45
 JU4343'M (24.44 FT) WEST NORTHWEST FROM AND NORMAL TO THE 8 FT (2.4 M) HIGH
 JU4343'CHAIN LINK FENCE SURROUNDING THE SUBSTATION.  THE STATION IS SET
 JU4343'FLUSH WITH THE GROUND.
 JU4343
 JU4343                          STATION RECOVERY (1999)
 JU4343
 JU4343'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (RJK)
 JU4343'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4344 ***********************************************************************
 JU4344  DESIGNATION -  6 C 1
 JU4344  PID         -  JU4344
 JU4344  STATE/COUNTY-  NJ/CUMBERLAND
 JU4344  USGS QUAD   -  NEWFIELD (1994)
 JU4344
 JU4344                         *CURRENT SURVEY CONTROL
 JU4344  ___________________________________________________________________
 JU4344* NAD 83(1996)-  39 32 09.95125(N)    075 03 35.16023(W)     ADJUSTED  
 JU4344* NAVD 88     -        24.3    (meters)      80.     (feet)  GPS OBS   
 JU4344  ___________________________________________________________________
 JU4344  X           -   1,269,887.937 (meters)                     COMP
 JU4344  Y           -  -4,759,138.286 (meters)                     COMP
 JU4344  Z           -   4,038,389.221 (meters)                     COMP
 JU4344  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 JU4344  ELLIP HEIGHT-          -9.38  (meters)          (09/25/02) GPS OBS
 JU4344  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 JU4344
 JU4344  HORZ ORDER  -  FIRST
 JU4344  ELLP ORDER  -  FOURTH    CLASS I
 JU4344
 JU4344.The horizontal coordinates were established by GPS observations
 JU4344.and adjusted by the National Geodetic Survey in May 1999..
 JU4344
 JU4344.The orthometric height was determined by GPS observations and a
 JU4344.high-resolution geoid model.
 JU4344
 JU4344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4344
 JU4344.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4344
 JU4344.The ellipsoidal height was determined by GPS observations
 JU4344.and is referenced to NAD 83.
 JU4344
 JU4344.The geoid height was determined by GEOID03.
 JU4344
 JU4344;                    North         East     Units Scale Factor Converg.
 JU4344;SPC NJ       -    78,162.016   101,882.130   MT  0.99992850   -0 21 22.8
 JU4344;SPC NJ       -   256,436.55    334,258.29   sFT  0.99992850   -0 21 22.8
 JU4344;UTM  18      - 4,376,272.357   494,863.974   MT  0.99960032   -0 02 17.0
 JU4344
 JU4344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4344!SPC NJ       -   1.00000147  x   0.99992850  =   0.99992997
 JU4344!UTM  18      -   1.00000147  x   0.99960032  =   0.99960179
 JU4344
 JU4344                          SUPERSEDED SURVEY CONTROL
 JU4344
 JU4344  NAD 83(1992)-  39 32 09.95003(N)    075 03 35.15973(W) AD(       ) 1
 JU4344
 JU4344.Superseded values are not recommended for survey control.
 JU4344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4344.See file dsdata.txt to determine how the superseded data were derived.
 JU4344
 JU4344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9486476272(NAD 83)
 JU4344_MARKER: DD = SURVEY DISK
 JU4344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4344_SP_SET: CONCRETE POST
 JU4344_STAMPING: 6 C 1 1992
 JU4344_MARK LOGO: NJGS  
 JU4344_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4344+STABILITY: SURFACE MOTION
 JU4344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4344+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1999
 JU4344
 JU4344  HISTORY     - Date     Condition        Report By
 JU4344  HISTORY     - 1992     MONUMENTED       NJGS
 JU4344  HISTORY     - 19930812 GOOD             NJGS
 JU4344  HISTORY     - 19990701 GOOD             NJGS
 JU4344
 JU4344                          STATION DESCRIPTION
 JU4344
 JU4344'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 JU4344'THE STATION IS LOCATED IN THE CITY OF VINELAND ON THE NORTHEAST SIDE
 JU4344'OF MILL ROAD, WITHIN THE EASEMENT AREA FOR SEVERAL TRANSMISSION
 JU4344'TOWERS OF THE ATLANTIC CITY ELECTRIC COMPANY AND JUST SOUTH OF THE
 JU4344'DRIVEWAY LEADING TO THE D. FALASCA PLUMBING INC. COMPANY.  TO REACH
 JU4344'THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 55 AND GARDEN ROAD
 JU4344'AT INTERCHANGE 35A, GO EAST ON GARDEN ROAD FOR 1.50 MI (2.41 KM) TO
 JU4344'THE JUNCTION OF STATE HIGHWAY 47 AT A TRAFFIC LIGHT.  TURN LEFT AND
 JU4344'GO NORTH ON STATE HIGHWAY FOR 1.20 MI (1.93 KM) TO THE TEE JUNCTION
 JU4344'WITH GALLAGHER DRIVE AND A SIGN FOR THE VINELAND INDUSTRIAL PARK ON
 JU4344'THE LEFT.  TURN LEFT AND GO WEST THEN NORTHWEST ON GALLLAGHER DRIVE
 JU4344'FOR 0.75 TO THE TEE JUNCTION WITH MILL ROAD AHEAD.  TURN LEFT AND GO
 JU4344'SOUTH ON MILL ROAD FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT. TO
 JU4344'REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 55 AND
 JU4344'GARDEN ROAD AT INTERCHANGE 35A, GO EAST ON GARDEN ROAD FOR 0.55 MI
 JU4344'(0.89 KM) TO THE CROSSROADS INTERSECTION WITH MILL ROAD.  TURN LEFT
 JU4344'AND GO NORTH ON MILL ROAD FOR 1.05 MI (1.69 KM) TO THE STATION ON THE
 JU4344'RIGHT.  THE STATION IS 5.5 M (18.0 FT) NORTHEAST FROM A FIRE HYDRANT,
 JU4344'3.7 M (12.1 FT) EAST FROM THE EAST CURBLINE OF MILL ROAD, 8.8 M
 JU4344'(28.9 FT) EAST FROM THE CENTERLINE OF MILL ROAD, 9.3 M (30.5 FT)
 JU4344'SOUTH SOUTHWEST FROM THE CENTER OF A PAVED DRIVE LEADING TO THE D.
 JU4344'FALASCA PLUMBING INC. COMPANY, 27.5 M (90.2 FT) SOUTHEAST FROM POLE
 JU4344'NUMBER H 32700 WITH SEVERAL TRANSFORMERS ATTACHED ON THE NORTHWEST
 JU4344'SIDE OF MILL ROAD, 16.4 M (53.8 FT) SOUTHEAST FROM A UTILITY MANHOLE
 JU4344'IN THE CENTER OF MILL ROAD, 9.4 M (30.8 FT) SOUTHWEST FROM A UTILITY
 JU4344'MANHOLE IN THE PAVED DRIVE LEADING TO THE D. FALASCA PLUMBING INC.
 JU4344'COMPANY AND 12.0 M (39.4 FT) NORTH NORTHWEST FROM THE APPROXIMATE
 JU4344'CENETERLINE OF THE TRANSMISSION TOWERS.  THE STATION IS SET 0.05 M
 JU4344'(0.16 FT) BELOW THE GROUND.
 JU4344
 JU4344                          STATION RECOVERY (1993)
 JU4344
 JU4344'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 JU4344'RECOVERED IN GOOD CONDITION.
 JU4344
 JU4344                          STATION RECOVERY (1999)
 JU4344
 JU4344'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 JU4344'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE DRIVEWAY
 JU4344'LEADING TO THE D.  FALASCA COMPANY HAS BEEN WIDENED SINCE THE LAST
 JU4344'RECOVERY AND NOW EXTENDS UP TO THE STATION.  THE STATION IS NOW 0.2 M
 JU4344'(0.7 FT) SOUTH FROM THE EDGE OF THE DRIVEWAY, 11.5 M (37.7 FT) NORTH
 JU4344'NORTHWEST FROM A STOP SIGN AT A TURN AROUND FOR PARCEL POST DELIVERIES
 JU4344'AND 5.5 M (18.0 FT) NORTH NORTHEAST FROM A FIRE HYDRANT ON THE EAST
 JU4344'SIDE OF MILL ROAD.  THE STATION IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4345 ***********************************************************************
 JU4345  DESIGNATION -  6 D 1
 JU4345  PID         -  JU4345
 JU4345  STATE/COUNTY-  NJ/CUMBERLAND
 JU4345  USGS QUAD   -  NEWFIELD (1994)
 JU4345
 JU4345                         *CURRENT SURVEY CONTROL
 JU4345  ___________________________________________________________________
 JU4345* NAD 83(1996)-  39 33 49.03559(N)    075 03 38.15684(W)     ADJUSTED  
 JU4345* NAVD 88     -        25.8    (meters)      85.     (feet)  GPS OBS   
 JU4345  ___________________________________________________________________
 JU4345  X           -   1,269,317.490 (meters)                     COMP
 JU4345  Y           -  -4,757,277.887 (meters)                     COMP
 JU4345  Z           -   4,040,746.468 (meters)                     COMP
 JU4345  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 JU4345  ELLIP HEIGHT-          -7.81  (meters)          (09/25/02) GPS OBS
 JU4345  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JU4345
 JU4345  HORZ ORDER  -  FIRST
 JU4345  ELLP ORDER  -  FOURTH    CLASS I
 JU4345
 JU4345.The horizontal coordinates were established by GPS observations
 JU4345.and adjusted by the National Geodetic Survey in May 1999..
 JU4345
 JU4345.The orthometric height was determined by GPS observations and a
 JU4345.high-resolution geoid model.
 JU4345
 JU4345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4345
 JU4345.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4345
 JU4345.The ellipsoidal height was determined by GPS observations
 JU4345.and is referenced to NAD 83.
 JU4345
 JU4345.The geoid height was determined by GEOID03.
 JU4345
 JU4345;                    North         East     Units Scale Factor Converg.
 JU4345;SPC NJ       -    81,218.000   101,829.614   MT  0.99992856   -0 21 25.5
 JU4345;SPC NJ       -   266,462.72    334,085.99   sFT  0.99992856   -0 21 25.5
 JU4345;UTM  18      - 4,379,326.998   494,794.500   MT  0.99960033   -0 02 19.0
 JU4345
 JU4345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4345!SPC NJ       -   1.00000123  x   0.99992856  =   0.99992979
 JU4345!UTM  18      -   1.00000123  x   0.99960033  =   0.99960155
 JU4345
 JU4345:                Primary Azimuth Mark                     Grid Az
 JU4345:SPC NJ       -  6 E 1                                    168 06 41.0
 JU4345:UTM  18      -  6 E 1                                    167 47 34.5
 JU4345
 JU4345|---------------------------------------------------------------------|
 JU4345| PID    Reference Object                     Distance      Geod. Az  |
 JU4345|                                                           dddmmss.s |
 JU4345| JU4346 6 E 1                               420.129 METERS 1674515.5 |
 JU4345|---------------------------------------------------------------------|
 JU4345
 JU4345                          SUPERSEDED SURVEY CONTROL
 JU4345
 JU4345  ELLIP H (05/14/99)   -7.82   (m)                       GP(       ) 4 1
 JU4345  NAD 83(1992)-  39 33 49.03433(N)    075 03 38.15644(W) AD(       ) 1
 JU4345
 JU4345.Superseded values are not recommended for survey control.
 JU4345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4345.See file dsdata.txt to determine how the superseded data were derived.
 JU4345
 JU4345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9479579327(NAD 83)
 JU4345_MARKER: DD = SURVEY DISK
 JU4345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4345_SP_SET: CONCRETE POST
 JU4345_STAMPING: 6 D 1 1992
 JU4345_MARK LOGO: NJGS  
 JU4345_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4345+STABILITY: SURFACE MOTION
 JU4345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4345+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1999
 JU4345
 JU4345  HISTORY     - Date     Condition        Report By
 JU4345  HISTORY     - 1992     MONUMENTED       NJGS
 JU4345  HISTORY     - 19990701 GOOD             NJGS
 JU4345
 JU4345                          STATION DESCRIPTION
 JU4345
 JU4345'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 JU4345'THE STATION IS LOCATED IN THE CITY OF VINELAND IN THE GRASS MEDIAN OF
 JU4345'STATE HIGHWAY 55.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 JU4345'HIGHWAY 55 AND U.S. HIGHWAY 40 IN MALAGA, GO SOUTH ON STATE HIGHWAY
 JU4345'55 FOR 1.40 MI (2.25 KM) TO THE STATION ON THE LEFT, SET FLUSH WITH
 JU4345'THE GROUND BETWEEN TWO METAL WITNESS POST AND OPPOSITE MILE POST
 JU4345'MARKER 38.  THE STATION IS ALSO ABOUT 0.3 MI (0.5 KM) SOUTH FROM THE
 JU4345'BRIDGE OVER SCOTLAND RUN, STRUCTURE NUMBER 0610171, THE SALEM AND
 JU4345'CUMBERLAND COUNTY LINE.  THE STATION IS 7.4 M (24.3 FT) EAST FROM THE
 JU4345'EAST EDGE OF PAVEMENT OF THE SOUTHBOUND LANES, 12.4 M (40.7 FT) EAST
 JU4345'FROM THE CENTERLINE OF THE SOUTHBOUND LANES, 15.3 M (50.2 FT) WEST
 JU4345'FROM THE WEST EDGE OF PAVEMENT OF THE NORTHBOUND LANES, 21.2 M
 JU4345'(69.6 FT) EAST FROM MILE POST MARKER 38 ON THE WEST EDGE OF THE
 JU4345'SOUTHBOUND LANES, 8.4 M (27.6 FT) SOUTHWEST FROM A DOUBLE INLET IN
 JU4345'THE CENTER OF THE GRASS MEDIAN, 28.7 M (94.2 FT) WEST FROM MILE POST
 JU4345'MARKER 38 ON THE EAST EDGE OF THE NORTHBOUND LANES, 11.85 M
 JU4345'(38.88 FT) SOUTHEAST FROM A STEEL SPIKE SET FLUSH IN THE EAST
 JU4345'SHOULDER OF THE SOUTHBOUND LANES, 8.15 M (26.74 FT) EAST FROM A STEEL
 JU4345'SPIKE SET FLUSH IN THE EAST SHOULDER OF THE SOUTHBOUND LANES AND
 JU4345'10.20 M (33.46 FT) NORTHEAST FROM A STEEL SPIKE SET FLUSH IN THE EAST
 JU4345'SHOULDER OF THE SOUTHBOUND LANES.
 JU4345
 JU4345                          STATION RECOVERY (1999)
 JU4345
 JU4345'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 JU4345'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4346 ***********************************************************************
 JU4346  DESIGNATION -  6 E 1
 JU4346  PID         -  JU4346
 JU4346  STATE/COUNTY-  NJ/CUMBERLAND
 JU4346  USGS QUAD   -  NEWFIELD (1994)
 JU4346
 JU4346                         *CURRENT SURVEY CONTROL
 JU4346  ___________________________________________________________________
 JU4346* NAD 83(1996)-  39 33 35.72293(N)    075 03 34.42398(W)     ADJUSTED  
 JU4346* NAVD 88     -        27.9    (meters)      92.     (feet)  GPS OBS   
 JU4346  ___________________________________________________________________
 JU4346  X           -   1,269,471.421 (meters)                     COMP
 JU4346  Y           -  -4,757,509.143 (meters)                     COMP
 JU4346  Z           -   4,040,431.287 (meters)                     COMP
 JU4346  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 JU4346  ELLIP HEIGHT-          -5.70  (meters)          (09/25/02) GPS OBS
 JU4346  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JU4346
 JU4346  HORZ ORDER  -  FIRST
 JU4346  ELLP ORDER  -  FOURTH    CLASS I
 JU4346
 JU4346.The horizontal coordinates were established by GPS observations
 JU4346.and adjusted by the National Geodetic Survey in May 1999..
 JU4346
 JU4346.The orthometric height was determined by GPS observations and a
 JU4346.high-resolution geoid model.
 JU4346
 JU4346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4346
 JU4346.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4346
 JU4346.The ellipsoidal height was determined by GPS observations
 JU4346.and is referenced to NAD 83.
 JU4346
 JU4346.The geoid height was determined by GEOID03.
 JU4346
 JU4346;                    North         East     Units Scale Factor Converg.
 JU4346;SPC NJ       -    80,806.911   101,916.158   MT  0.99992846   -0 21 23.0
 JU4346;SPC NJ       -   265,114.01    334,369.93   sFT  0.99992846   -0 21 23.0
 JU4346;UTM  18      - 4,378,916.532   494,883.299   MT  0.99960032   -0 02 16.6
 JU4346
 JU4346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4346!SPC NJ       -   1.00000089  x   0.99992846  =   0.99992935
 JU4346!UTM  18      -   1.00000089  x   0.99960032  =   0.99960121
 JU4346
 JU4346|---------------------------------------------------------------------|
 JU4346| PID    Reference Object                     Distance      Geod. Az  |
 JU4346|                                                           dddmmss.s |
 JU4346| JU4417 6 J 1                               396.888 METERS 17426     |
 JU4346| JU4345 6 D 1                               420.129 METERS 3474517.9 |
 JU4346|---------------------------------------------------------------------|
 JU4346
 JU4346                          SUPERSEDED SURVEY CONTROL
 JU4346
 JU4346  NAD 83(1992)-  39 33 35.72156(N)    075 03 34.42339(W) AD(       ) 1
 JU4346
 JU4346.Superseded values are not recommended for survey control.
 JU4346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4346.See file dsdata.txt to determine how the superseded data were derived.
 JU4346
 JU4346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9488378917(NAD 83)
 JU4346_MARKER: DD = SURVEY DISK
 JU4346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4346_SP_SET: CONCRETE POST
 JU4346_STAMPING: 6 E 1 1992
 JU4346_MARK LOGO: NJGS  
 JU4346_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4346+STABILITY: SURFACE MOTION
 JU4346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4346+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1999
 JU4346
 JU4346  HISTORY     - Date     Condition        Report By
 JU4346  HISTORY     - 1992     MONUMENTED       NJGS
 JU4346  HISTORY     - 19930812 GOOD             NJGS
 JU4346  HISTORY     - 19990701 GOOD             NJGS
 JU4346
 JU4346                          STATION DESCRIPTION
 JU4346
 JU4346'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 JU4346'THE STATION IS LOCATED IN THE CITY OF VINELAND IN THE GRASS MEDIAN OF
 JU4346'STATE HIGHWAY 55.  TO REACH THE STATION FROM THE INTERSECTION OF
 JU4346'STATE HIGHWAY 55 AND U.S. HIGHWAY 40 IN MALAGA, GO SOUTH ON STATE
 JU4346'HIGHWAY 55 FOR 1.70 MI (2.74 KM) TO THE STATION ON THE LEFT, SET
 JU4346'FLUSH WITH THE GROUND BETWEEN TWO METAL WITNESS POSTS.  THE STATION
 JU4346'IS ALSO ABOUT 0.60 MI (0.97 KM) SOUTH FROM THE BRIDGE OVER SCOTLAND
 JU4346'RUN, STRUCTURE NUMBER 0610171, THE SALEM AND CUMBERLAND COUNTY LINE.
 JU4346'THE STATION IS 7.0 M (23.0 FT) EAST FROM THE EAST EDGE OF PAVEMENT OF
 JU4346'THE SOUTHBOUND LANES, 11.9 M (39.0 FT) EAST FROM THE CENTERLINE OF
 JU4346'THE SOUTHBOUND LANES, 16.0 M (52.5 FT) WEST FROM THE WEST EDGE OF
 JU4346'PAVEMENT OF THE NORTHBOUND LANES, 21.0 M (68.9 FT) WEST FROM THE
 JU4346'CENTERLINE OF THE NORTHBOUND LANES, 4.7 M (15.4 FT) EAST NORTHEAST
 JU4346'FROM A DOUBLE INLET IN THE CENTER OF THE GRASS MEDIAN, 9.7 M
 JU4346'(31.8 FT) SOUTHEAST FROM A STEEL SPIKE SET FLUSH IN THE EAST SHOULDER
 JU4346'OF THE SOUTHBOUND LANES, 8.0 M (26.2 FT) EAST FROM A STEEL SPIKE SET
 JU4346'FLUSH IN THE EAST SHOULDER OF THE SOUTHBOUND LANES AND 9.4 M
 JU4346'(30.8 FT) NORTHEAST FROM A STEEL SPIKE SET FLUSH IN THE EAST SHOULDER
 JU4346'OF THE SOUTHBOUND LANES.
 JU4346
 JU4346                          STATION RECOVERY (1993)
 JU4346
 JU4346'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 JU4346'RECOVERED IN GOOD CONDITION.
 JU4346
 JU4346                          STATION RECOVERY (1999)
 JU4346
 JU4346'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (ECB)
 JU4346'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4347 ***********************************************************************
 JU4347  DESIGNATION -  6 F 1
 JU4347  PID         -  JU4347
 JU4347  STATE/COUNTY-  NJ/CUMBERLAND
 JU4347  USGS QUAD   -  MILLVILLE (1997)
 JU4347
 JU4347                         *CURRENT SURVEY CONTROL
 JU4347  ___________________________________________________________________
 JU4347* NAD 83(1996)-  39 26 56.94116(N)    075 02 35.08127(W)     ADJUSTED  
 JU4347* NAVD 88     -        26.7    (meters)      88.     (feet)  GPS OBS   
 JU4347  ___________________________________________________________________
 JU4347  X           -   1,272,859.051 (meters)                     COMP
 JU4347  Y           -  -4,764,701.227 (meters)                     COMP
 JU4347  Z           -   4,030,941.186 (meters)                     COMP
 JU4347  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 JU4347  ELLIP HEIGHT-          -7.06  (meters)          (10/23/02) GPS OBS
 JU4347  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JU4347
 JU4347  HORZ ORDER  -  FIRST
 JU4347  ELLP ORDER  -  FOURTH    CLASS I
 JU4347
 JU4347.The horizontal coordinates were established by GPS observations
 JU4347.and adjusted by the National Geodetic Survey in May 1999..
 JU4347
 JU4347.The orthometric height was determined by GPS observations and a
 JU4347.high-resolution geoid model.
 JU4347
 JU4347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4347
 JU4347.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4347
 JU4347.The ellipsoidal height was determined by GPS observations
 JU4347.and is referenced to NAD 83.
 JU4347
 JU4347.The geoid height was determined by GEOID03.
 JU4347
 JU4347;                    North         East     Units Scale Factor Converg.
 JU4347;SPC NJ       -    68,500.799   103,258.512   MT  0.99992689   -0 20 42.3
 JU4347;SPC NJ       -   224,739.70    338,773.97   sFT  0.99992689   -0 20 42.3
 JU4347;UTM  18      - 4,366,622.089   496,293.487   MT  0.99960017   -0 01 38.5
 JU4347
 JU4347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4347!SPC NJ       -   1.00000111  x   0.99992689  =   0.99992800
 JU4347!UTM  18      -   1.00000111  x   0.99960017  =   0.99960128
 JU4347
 JU4347                          SUPERSEDED SURVEY CONTROL
 JU4347
 JU4347  ELLIP H (08/04/95)   -7.12   (m)                       GP(       ) 3 1
 JU4347  NAD 83(1992)-  39 26 56.94004(N)    075 02 35.08083(W) AD(       ) 1
 JU4347
 JU4347.Superseded values are not recommended for survey control.
 JU4347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4347.See file dsdata.txt to determine how the superseded data were derived.
 JU4347
 JU4347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9629366622(NAD 83)
 JU4347_MARKER: DD = SURVEY DISK
 JU4347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4347_SP_SET: CONCRETE POST
 JU4347_STAMPING: 6 F 1 1992
 JU4347_MARK LOGO: NJGS  
 JU4347_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4347+STABILITY: SURFACE MOTION
 JU4347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4347+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1994
 JU4347
 JU4347  HISTORY     - Date     Condition        Report By
 JU4347  HISTORY     - 1992     MONUMENTED       NJGS
 JU4347  HISTORY     - 19940831 GOOD             NJGS
 JU4347
 JU4347                          STATION DESCRIPTION
 JU4347
 JU4347'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 JU4347'THE STATION IS LOCATED IN THE CITY OF VINELAND ON THE GROUNDS OF THE
 JU4347'NEW JERSEY ARMY NATIONAL GUARD ARMORY FOR HEADQUARTERS, 3RD BATTALION
 JU4347'OF THE 102ND ARMORED DIVISION, A TWO AND ONE HALF STORY BRICK
 JU4347'STRUCTURE.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 JU4347'HIGHWAY 55 AND SHERMAN AVENUE, COUNTY ROAD 552, AT INTERCHANGE 29, GO
 JU4347'EAST ON SHERMAN AVENUE FOR 1.2 MI (1.9 KM) TO THE JUNCTION WITH STATE
 JU4347'HIGHWAY 47 AT A TRAFFIC LIGHT.  TURN LEFT AND GO NORTH ON STATE
 JU4347'HIGHWAY 47 FOR 0.25 MI (0.40 KM) TO THE ENTRANCE DRIVE LEADING TO THE
 JU4347'ARMORY ON THE LEFT. TURN LEFT AND FOLLOW THE SEMI CIRCULAR DRIVE FOR
 JU4347'0.15 MI, PASSING IN FRONT OF THE ARMORY BUILDING, TO THE STATION ON
 JU4347'THE LEFT, SET FLUSH IN THE LAWN OPPOSITE TWO METAL POSTS WITH
 JU4347'HANDICAPPED SIGNS ATTACHED.  THE STATION IS 46.2 M (151.6 FT) SOUTH
 JU4347'SOUTHWEST FROM A FLAGPOLE IN THE LAWN IN FRONT OF THE ARMORY
 JU4347'BUILDING, 38.5 M (126.3 FT) EAST FROM THE SOUTHEAST CORNER OF A ONE
 JU4347'STORY BRICK GARAGE, 3.55 M (11.65 FT) SOUTHEAST FROM THE NORTH METAL
 JU4347'POST, 3.9 M (12.8 FT) NORTHEAST FROM THE SOUTH METAL POST, 3.6 M
 JU4347'(11.8 FT) EAST NORTHEAST FROM AND NORMAL TO THE EAST CURB OF THE SEMI
 JU4347'CIRCULAR DRIVE AND 7.7 M (25.3 FT) NORTH FROM AN ELECTRICAL JUNCTION
 JU4347'BOX SET FLUSH IN THE LAWN.
 JU4347
 JU4347                          STATION RECOVERY (1994)
 JU4347
 JU4347'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU4347'THE STATION IS LOCATED IN THE CITY OF VINELAND ON THE GROUNDS OF THE
 JU4347'NEW JERSEY ARMY NATIONAL GUARD ARMORY FOR HEADQUARTERS, 3RD BATTALION
 JU4347'OF THE 102ND ARMORED DIVISION, A TWO AND ONE HALF STORY BRICK
 JU4347'STRUCTURE.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 JU4347'HIGHWAY 55 AND SHERMAN AVENUE, COUNTY ROAD 552, AT INTERCHANGE 29, GO
 JU4347'EAST ON SHERMAN AVENUE FOR 1.2 MI (1.9 KM) TO THE JUNCTION WITH STATE
 JU4347'HIGHWAY 47 AT A TRAFFIC LIGHT.  TURN LEFT AND GO NORTH ON STATE
 JU4347'HIGHWAY 47 FOR 0.25 MI (0.40 KM) TO THE ENTRANCE DRIVE LEADING TO THE
 JU4347'ARMORY ON THE LEFT. TURN LEFT AND FOLLOW THE SEMI CIRCULAR DRIVE FOR
 JU4347'0.15 MI, PASSING IN FRONT OF THE ARMORY BUILDING, TO THE STATION ON
 JU4347'THE LEFT, SET FLUSH IN THE LAWN OPPOSITE TWO METAL POSTS WITH
 JU4347'HANDICAPPED SIGNS ATTACHED.  THE STATION IS 46.2 M (151.6 FT) SOUTH
 JU4347'SOUTHWEST FROM A FLAGPOLE IN THE LAWN IN FRONT OF THE ARMORY BUILDING,
 JU4347'38.5 M (126.3 FT) EAST FROM THE SOUTHEAST CORNER OF A ONE STORY BRICK
 JU4347'GARAGE, 3.55 M (11.65 FT) SOUTHEAST FROM THE NORTH METAL POST, 3.9 M
 JU4347'(12.8 FT) NORTHEAST FROM THE SOUTH METAL POST, 3.6 M (11.8 FT) EAST
 JU4347'NORTHEAST FROM AND NORMAL TO THE EAST CURB OF THE SEMI CIRCULAR DRIVE
 JU4347'AND 7.7 M (25.3 FT) NORTH FROM AN ELECTRICAL JUNCTION BOX SET FLUSH IN
 JU4347'THE LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4360 ***********************************************************************
 JU4360  DESIGNATION -  6 G 1
 JU4360  PID         -  JU4360
 JU4360  STATE/COUNTY-  NJ/CUMBERLAND
 JU4360  USGS QUAD   -  FIVE POINTS (1994)
 JU4360
 JU4360                         *CURRENT SURVEY CONTROL
 JU4360  ___________________________________________________________________
 JU4360* NAD 83(1996)-  39 25 43.83190(N)    074 53 25.36636(W)     ADJUSTED  
 JU4360* NAVD 88     -        24.4    (meters)      80.     (feet)  GPS OBS   
 JU4360  ___________________________________________________________________
 JU4360  X           -   1,285,925.758 (meters)                     COMP
 JU4360  Y           -  -4,762,673.018 (meters)                     COMP
 JU4360  Z           -   4,029,198.365 (meters)                     COMP
 JU4360  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 JU4360  ELLIP HEIGHT-          -9.46  (meters)          (10/23/02) GPS OBS
 JU4360  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JU4360
 JU4360  HORZ ORDER  -  FIRST
 JU4360  ELLP ORDER  -  FOURTH    CLASS I
 JU4360
 JU4360.The horizontal coordinates were established by GPS observations
 JU4360.and adjusted by the National Geodetic Survey in May 1999..
 JU4360
 JU4360.The orthometric height was determined by GPS observations and a
 JU4360.high-resolution geoid model.
 JU4360
 JU4360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4360
 JU4360.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4360
 JU4360.The ellipsoidal height was determined by GPS observations
 JU4360.and is referenced to NAD 83.
 JU4360
 JU4360.The geoid height was determined by GEOID03.
 JU4360
 JU4360;                    North         East     Units Scale Factor Converg.
 JU4360;SPC NJ       -    66,178.302   116,391.218   MT  0.99991390   -0 14 52.6
 JU4360;SPC NJ       -   217,119.98    381,860.19   sFT  0.99991390   -0 14 52.6
 JU4360;UTM  18      - 4,364,373.150   509,434.663   MT  0.99960110   +0 04 10.6
 JU4360
 JU4360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4360!SPC NJ       -   1.00000148  x   0.99991390  =   0.99991538
 JU4360!UTM  18      -   1.00000148  x   0.99960110  =   0.99960258
 JU4360
 JU4360                          SUPERSEDED SURVEY CONTROL
 JU4360
 JU4360  ELLIP H (05/14/99)   -9.45   (m)                       GP(       ) 4 1
 JU4360  NAD 83(1992)-  39 25 43.82231(N)    074 53 25.36515(W) AD(       ) 1
 JU4360
 JU4360.Superseded values are not recommended for survey control.
 JU4360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4360.See file dsdata.txt to determine how the superseded data were derived.
 JU4360
 JU4360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0943564373(NAD 83)
 JU4360_MARKER: DD = SURVEY DISK
 JU4360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4360_SP_SET: CONCRETE POST
 JU4360_STAMPING: 6 G 1 1993
 JU4360_MARK LOGO: NJGS  
 JU4360_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4360+STABILITY: SURFACE MOTION
 JU4360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4360+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JU4360
 JU4360  HISTORY     - Date     Condition        Report By
 JU4360  HISTORY     - 1993     MONUMENTED       NJGS
 JU4360
 JU4360                          STATION DESCRIPTION
 JU4360
 JU4360'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 JU4360'THE STATION IS LOCATED IN MAURICE RIVER TOWNSHIP AT THE SOUTHWEST
 JU4360'CORNER OF THE INTERSECTION OF CUMBERLAND AVENUE, COUNTY ROAD 552 AND
 JU4360'CANNON RANGE ROAD.  TO REACH THE STAION FROM THE INTERSECTION OF THE
 JU4360'SOUTH JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 50 IN MAYS
 JU4360'LANDING, GO WEST ON U.S. HIGHWAY 40 FOR 1.25 MI (2.01 KM) TO THE WYE
 JU4360'JUNCTION WITH COUNTY ROAD 552, ALSO KNOWN AS TRUCK 557.  BEAR TO THE
 JU4360'LEFT AND GO 5.6 MILES TO THE JUNCTION WITH COUNTY ROAD 557 IN MILMAY.
 JU4360'CONTINUE AHEAD WEST ON COUNTY ROAD 552 FOR 2.0 MI (3.2 KM) TO THE
 JU4360'TEE JUNCTION WITH CANNON RANGE ROAD AND THE STATION ON THE LEFT, SET
 JU4360'FLUSH WITH THE GROUND.  THE STATION IS 5.0 M (16.4 FT) EAST FROM THE
 JU4360'CENTERLINE OF CANNON RANGE ROAD, 23.3 M (76.4 FT) SOUTH FROM THE
 JU4360'CENTERLINE OF COUNTY ROAD 552, 11.6 M (38.1 FT) SOUTH FROM A STOP
 JU4360'SIGN, 18.0 M (59.1 FT) SOUTHEAST FROM POLE NUMBER SJ27M, 33.9 M
 JU4360'(111.2 FT) NORTHEAST FROM POLE NUMBER H 38587 AND 0.9 M (3.0 FT) EAST
 JU4360'FROM THE EAST EDGE OF PAVING OF CANNON RANGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4416 ***********************************************************************
 JU4416  DESIGNATION -  6 H 1
 JU4416  PID         -  JU4416
 JU4416  STATE/COUNTY-  NJ/CUMBERLAND
 JU4416  USGS QUAD   -  NEWFIELD (1994)
 JU4416
 JU4416                         *CURRENT SURVEY CONTROL
 JU4416  ___________________________________________________________________
 JU4416* NAD 83(1996)-  39 33 15.59077(N)    075 04 04.96052(W)     ADJUSTED  
 JU4416* NAVD 88     -        22.7    (meters)      74.     (feet)  GPS OBS   
 JU4416  ___________________________________________________________________
 JU4416  X           -   1,268,867.927 (meters)                     COMP
 JU4416  Y           -  -4,758,075.192 (meters)                     COMP
 JU4416  Z           -   4,039,949.259 (meters)                     COMP
 JU4416  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 JU4416  ELLIP HEIGHT-         -10.93  (meters)          (09/25/02) GPS OBS
 JU4416  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JU4416
 JU4416  HORZ ORDER  -  FIRST
 JU4416  ELLP ORDER  -  FOURTH    CLASS I
 JU4416
 JU4416.This mark is at Rudys Airport (25N)
 JU4416
 JU4416.The horizontal coordinates were established by GPS observations
 JU4416.and adjusted by the National Geodetic Survey in May 1999..
 JU4416
 JU4416.The orthometric height was determined by GPS observations and a
 JU4416.high-resolution geoid model.
 JU4416
 JU4416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4416
 JU4416.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4416
 JU4416.The ellipsoidal height was determined by GPS observations
 JU4416.and is referenced to NAD 83.
 JU4416
 JU4416.The geoid height was determined by GEOID03.
 JU4416
 JU4416;                    North         East     Units Scale Factor Converg.
 JU4416;SPC NJ       -    80,190.648   101,183.334   MT  0.99992933   -0 21 42.3
 JU4416;SPC NJ       -   263,092.15    331,965.65   sFT  0.99992933   -0 21 42.3
 JU4416;UTM  18      - 4,378,296.410   494,154.151   MT  0.99960042   -0 02 36.0
 JU4416
 JU4416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4416!SPC NJ       -   1.00000171  x   0.99992933  =   0.99993104
 JU4416!UTM  18      -   1.00000171  x   0.99960042  =   0.99960213
 JU4416
 JU4416                          SUPERSEDED SURVEY CONTROL
 JU4416
 JU4416  ELLIP H (05/14/99)  -10.94   (m)                       GP(       ) 4 1
 JU4416  NAD 83(1992)-  39 33 15.58947(N)    075 04 04.96003(W) AD(       ) 1
 JU4416
 JU4416.Superseded values are not recommended for survey control.
 JU4416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4416.See file dsdata.txt to determine how the superseded data were derived.
 JU4416
 JU4416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9415478296(NAD 83)
 JU4416_MARKER: DD = SURVEY DISK
 JU4416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4416_SP_SET: CONCRETE POST
 JU4416_STAMPING: 6 H 1 1993
 JU4416_MARK LOGO: NJGS  
 JU4416_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4416+STABILITY: SURFACE MOTION
 JU4416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4416+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1999
 JU4416
 JU4416  HISTORY     - Date     Condition        Report By
 JU4416  HISTORY     - 1993     MONUMENTED       NJGS
 JU4416  HISTORY     - 19990701 GOOD             NJGS
 JU4416
 JU4416                          STATION DESCRIPTION
 JU4416
 JU4416'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 JU4416'THE STATION IS LOCATED IN THE CITY OF VINELAND ON THE THE GROUNDS OF
 JU4416'RUDYS AIRPORT AT THE WEST END OF RUNWAY 8 26.  TO REACH THE STATION
 JU4416'FROM INTERSECTION OF STATE ROUTE 55 AND GARDEN ROAD AT INTERCHANGE
 JU4416'35, GO EAST ON GARDEN ROAD FOR 1.4 MI (2.3 KM) TO THE INTERSECTION
 JU4416'WITH STATE ROUTE 47, DELSEA DRIVE.  TURN LEFT AND GO NORTH ON STATE
 JU4416'ROUTE 47 FOR 1.8 MI (2.9 KM) TO THE INTERSECTION WITH WEYMOUTH ROAD.
 JU4416'TURN LEFT AND GO 1.0 MI (1.6 KM) TO THE TEE INTERSECTION WITH
 JU4416'STANLEY TERRACE ON THE RIGHT.  TURN RIGHT AND GO 0.2 MI (0.3 KM) TO
 JU4416'THE DRIVEWAY LEADING TO RUDYS AIRPORT ON THE LEFT.  TURN LEFT AND
 JU4416'BEAR TOWARDS THE RIGHT SIDE OF THE HANGARS.  GO 0.15 MI (0.24 KM)
 JU4416'PAST THE HANGAR TO THE SOUTH EDGE OF THE RUNWAY.  TURN LEFT AND GO 0.1
 JU4416'MI (0.2 KM) TO THE WEST END OF THE RUNWAY AND THE STATION SET FLUSH
 JU4416'WITH THE GROUND AT THE APPROXIMATE CENTERLINE OF THE RUNWAY.  THE
 JU4416'STATION IS 15.0 M (49.2 FT) NORTH FROM A 1.0 M (3.3 FT) HIGH METAL
 JU4416'POST, 13.0 M (42.7 FT) EAST FROM THE TOP OF THE EMBANKMENT OF WILLOW
 JU4416'GROVE LAKE, 38.3 M (125.7 FT) WEST SOUTHWEST FROM THE RUNWAY LIGHT AT
 JU4416'THE NORTHEAST END OF THE RUNWAY AND 42.0 M (137.8 FT) WEST SOUTHWEST
 JU4416'FROM THE RUNWAY LIGHT AT THE SOUTHEAST END OF THE RUNWAY.
 JU4416
 JU4416                          STATION RECOVERY (1999)
 JU4416
 JU4416'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (ECB)
 JU4416'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4417 ***********************************************************************
 JU4417  DESIGNATION -  6 J 1
 JU4417  PID         -  JU4417
 JU4417  STATE/COUNTY-  NJ/CUMBERLAND
 JU4417  USGS QUAD   -  NEWFIELD (1994)
 JU4417
 JU4417                         *CURRENT SURVEY CONTROL
 JU4417  ___________________________________________________________________
 JU4417* NAD 83(1996)-  39 33 22.91455(N)    075 03 32.81206(W)     ADJUSTED  
 JU4417* NAVD 88     -        25.3    (meters)      83.     (feet)  GPS OBS   
 JU4417  ___________________________________________________________________
 JU4417  X           -   1,269,572.942 (meters)                     COMP
 JU4417  Y           -  -4,757,740.344 (meters)                     COMP
 JU4417  Z           -   4,040,125.075 (meters)                     COMP
 JU4417  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 JU4417  ELLIP HEIGHT-          -8.31  (meters)          (09/25/02) GPS OBS
 JU4417  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JU4417
 JU4417  HORZ ORDER  -  FIRST
 JU4417  ELLP ORDER  -  FOURTH    CLASS I
 JU4417
 JU4417.This mark is at Rudys Airport (25N)
 JU4417
 JU4417.The horizontal coordinates were established by GPS observations
 JU4417.and adjusted by the National Geodetic Survey in May 1999..
 JU4417
 JU4417.The orthometric height was determined by GPS observations and a
 JU4417.high-resolution geoid model.
 JU4417
 JU4417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4417
 JU4417.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4417
 JU4417.The ellipsoidal height was determined by GPS observations
 JU4417.and is referenced to NAD 83.
 JU4417
 JU4417.The geoid height was determined by GEOID03.
 JU4417
 JU4417;                    North         East     Units Scale Factor Converg.
 JU4417;SPC NJ       -    80,411.690   101,952.180   MT  0.99992841   -0 21 21.9
 JU4417;SPC NJ       -   263,817.35    334,488.11   sFT  0.99992841   -0 21 21.9
 JU4417;UTM  18      - 4,378,521.647   494,921.504   MT  0.99960032   -0 02 15.5
 JU4417
 JU4417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4417!SPC NJ       -   1.00000130  x   0.99992841  =   0.99992971
 JU4417!UTM  18      -   1.00000130  x   0.99960032  =   0.99960162
 JU4417
 JU4417|---------------------------------------------------------------------|
 JU4417| PID    Reference Object                     Distance      Geod. Az  |
 JU4417|                                                           dddmmss.s |
 JU4417| JU4346 6 E 1                               396.888 METERS 35426     |
 JU4417|---------------------------------------------------------------------|
 JU4417
 JU4417                          SUPERSEDED SURVEY CONTROL
 JU4417
 JU4417  ELLIP H (05/14/99)   -8.32   (m)                       GP(       ) 4 1
 JU4417  NAD 83(1992)-  39 33 22.91325(N)    075 03 32.81157(W) AD(       ) 1
 JU4417
 JU4417.Superseded values are not recommended for survey control.
 JU4417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4417.See file dsdata.txt to determine how the superseded data were derived.
 JU4417
 JU4417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9492278522(NAD 83)
 JU4417_MARKER: DD = SURVEY DISK
 JU4417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4417_SP_SET: CONCRETE POST
 JU4417_STAMPING: 6 J 1 1993
 JU4417_MARK LOGO: NJGS  
 JU4417_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4417+STABILITY: SURFACE MOTION
 JU4417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4417+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1999
 JU4417
 JU4417  HISTORY     - Date     Condition        Report By
 JU4417  HISTORY     - 1993     MONUMENTED       NJGS
 JU4417  HISTORY     - 19990701 GOOD             NJGS
 JU4417
 JU4417                          STATION DESCRIPTION
 JU4417
 JU4417'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 JU4417'THE STATION IS LOCATED IN THE CITY OF VINELAND ON THE THE GROUNDS OF
 JU4417'RUDYS AIRPORT AT THE WEST END OF RUNWAY 8 26.  TO REACH THE STATION
 JU4417'FROM INTERSECTION OF STATE ROUTE 55 AND GARDEN ROAD AT INTERCHANGE
 JU4417'35, GO EAST ON GARDEN ROAD FOR 1.4 MI (2.3 KM) TO THE INTERSECTION
 JU4417'WITH STATE ROUTE 47, DELSEA DRIVE.  TURN LEFT AND GO NORTH ON STATE
 JU4417'ROUTE 47 FOR 1.8 MI (2.9 KM) TO THE INTERSECTION WITH WEYMOUTH ROAD.
 JU4417'TURN LEFT AND GO 1.0 MI (1.6 KM) TO THE TEE INTERSECTION WITH STANLEY
 JU4417'TERRACE ON THE RIGHT.  TURN RIGHT AND GO 0.2 MI (0.3 KM) TO THE
 JU4417'DRIVEWAY LEADING TO RUDYS AIRPORT ON THE LEFT.  TURN LEFT AND BEAR
 JU4417'TOWARDS THE RIGHT SIDE OF THE HANGARS.  GO 0.15 MI (0.24 KM) PAST THE
 JU4417'HANGAR TO THE SOUTH EDGE OF THE RUNWAY.  TURN RIGHT AND GO 0.4 MI
 JU4417'(0.6 KM) TO THE EAST END OF THE RUNWAY AND THE STATION SET AT THE
 JU4417'APPROXIMATE CENTERLINE OF THE RUNWAY.  THE STATION IS 36.7 M
 JU4417'(120.4 FT) EAST SOUTHEAST FROM THE RUNWAY LIGHT AT THE NORTHEAST END
 JU4417'OF THE RUNWAY, 54.0 M (177.2 FT) EAST NORTHEAST FROM THE RUNWAY LIGHT
 JU4417'AT THE SOUTHEAST END OF THE RUNWAY, 27.2 M (89.2 FT) WEST FROM THE
 JU4417'WEST EDGE OF PAVEMENT OF THE SOUTHBOUND LANES OF STATE ROUTE 55 AND
 JU4417'5.0 M (16.4 FT) WEST FROM A DETERIORATED CEDAR POST AND WIRE FENCE.
 JU4417'THE STATION IS SET FLUSH WITH THE GROUND,
 JU4417
 JU4417                          STATION RECOVERY (1999)
 JU4417
 JU4417'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (JVS)
 JU4417'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7202 ***********************************************************************
 AA7202  DESIGNATION -  6 K 1
 AA7202  PID         -  AA7202
 AA7202  STATE/COUNTY-  NJ/CUMBERLAND
 AA7202  USGS QUAD   -  BRIDGETON (1977)
 AA7202
 AA7202                         *CURRENT SURVEY CONTROL
 AA7202  ___________________________________________________________________
 AA7202* NAD 83(1996)-  39 24 30.91133(N)    075 14 25.22977(W)     ADJUSTED  
 AA7202* NAVD 88     -        11.3    (meters)      37.     (feet)  GPS OBS   
 AA7202  ___________________________________________________________________
 AA7202  X           -   1,257,172.825 (meters)                     COMP
 AA7202  Y           -  -4,771,809.673 (meters)                     COMP
 AA7202  Z           -   4,027,452.786 (meters)                     COMP
 AA7202  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AA7202  ELLIP HEIGHT-         -22.50  (meters)          (10/23/02) GPS OBS
 AA7202  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 AA7202
 AA7202  HORZ ORDER  -  FIRST
 AA7202  ELLP ORDER  -  FOURTH    CLASS I
 AA7202
 AA7202.The horizontal coordinates were established by GPS observations
 AA7202.and adjusted by the National Geodetic Survey in May 1999..
 AA7202
 AA7202.The orthometric height was determined by GPS observations and a
 AA7202.high-resolution geoid model.
 AA7202
 AA7202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7202
 AA7202.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7202
 AA7202.The ellipsoidal height was determined by GPS observations
 AA7202.and is referenced to NAD 83.
 AA7202
 AA7202.The geoid height was determined by GEOID03.
 AA7202
 AA7202;                    North         East     Units Scale Factor Converg.
 AA7202;SPC NJ       -    64,118.457    86,243.380   MT  0.99995003   -0 28 12.1
 AA7202;SPC NJ       -   210,361.97    282,950.16   sFT  0.99995003   -0 28 12.1
 AA7202;UTM  18      - 4,362,147.009   479,308.611   MT  0.99960527   -0 09 09.3
 AA7202
 AA7202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7202!SPC NJ       -   1.00000353  x   0.99995003  =   0.99995356
 AA7202!UTM  18      -   1.00000353  x   0.99960527  =   0.99960880
 AA7202
 AA7202                          SUPERSEDED SURVEY CONTROL
 AA7202
 AA7202  ELLIP H (05/14/99)  -22.51   (m)                       GP(       ) 4 1
 AA7202  NAD 83(1992)-  39 24 30.91074(N)    075 14 25.22937(W) AD(       ) 1
 AA7202  ELLIP H (08/04/95)  -22.56   (m)                       GP(       ) 3 1
 AA7202
 AA7202.Superseded values are not recommended for survey control.
 AA7202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7202.See file dsdata.txt to determine how the superseded data were derived.
 AA7202
 AA7202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7930962147(NAD 83)
 AA7202_MARKER: DD = SURVEY DISK
 AA7202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7202_STAMPING: 6 K 1 1994
 AA7202_MARK LOGO: NJGS  
 AA7202_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7202+STABILITY: SURFACE MOTION
 AA7202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7202+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7202
 AA7202  HISTORY     - Date     Condition        Report By
 AA7202  HISTORY     - 1994     MONUMENTED       NJGS
 AA7202
 AA7202                          STATION DESCRIPTION
 AA7202
 AA7202'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA7202'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP, JUST SOUTH OF THE CITY OF
 AA7202'BRIDGETON, WITHIN THE BOUNDARY OF THE LICALZI AIRPORT. AIRPORT
 AA7202'MANAGER, ALAN B. LICALZI, PHONE 609 451 2186.  TO REACH THE STATION
 AA7202'FROM THE INTERSECTION OF STATE ROUTE 49 AND FAYETTE STREET, COUNTY
 AA7202'ROAD 650, IN THE CITY OF BRIDGETON, GO SOUTH ON FAYETTE STREET FOR
 AA7202'1.40 MI (2.25 KM) TO THE DIRT DRIVEWAY LEADING TO THE AIRPORT ON THE
 AA7202'LEFT.  FAYETTE STREET CHANGES TO CORNATZER DUTCH NECK ROAD AT THE
 AA7202'BOROUGH BOUNDARY LINE AT THE JUNCTIONS WITH ISLAND BRANCH.  THE DIRT
 AA7202'DRIVEWAY IS ACROSS THE ROAD FROM POLE NUMBER 135 65.  TURN LEFT AND GO
 AA7202'0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.  THE STATION IS 7.1 M
 AA7202'(23.3 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF A DRIVEWAY AND PARKING
 AA7202'AREA FOR SEVERAL HANGARS, 12.6 M (41.3 FT) SOUTH SOUTHEAST FROM THE
 AA7202'MOST NORTHWESTERLY OF SEVEN CONCRETE POSTS, 13.0 M (42.7 FT) WEST FROM
 AA7202'THE MOST SOUTHEASTERLY OF SEVEN CONCRETE POSTS, 21.2 M (69.6 FT) WEST
 AA7202'FROM THE WEST CORNER OF A METAL HANGAR AND 18.1 M (59.4 FT) NORTH
 AA7202'NORTHWEST FROM THE CENTER OF THE CONCRETE HELIPAD. THE STATION IS SET
 AA7202'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7203 ***********************************************************************
 AA7203  DESIGNATION -  6 L 1
 AA7203  PID         -  AA7203
 AA7203  STATE/COUNTY-  NJ/CUMBERLAND
 AA7203  USGS QUAD   -  BRIDGETON (1977)
 AA7203
 AA7203                         *CURRENT SURVEY CONTROL
 AA7203  ___________________________________________________________________
 AA7203* NAD 83(1996)-  39 24 25.02075(N)    075 14 05.81648(W)     ADJUSTED  
 AA7203* NAVD 88     -         7.0    (meters)      23.     (feet)  GPS OBS   
 AA7203  ___________________________________________________________________
 AA7203  X           -   1,257,650.477 (meters)                     COMP
 AA7203  Y           -  -4,771,799.627 (meters)                     COMP
 AA7203  Z           -   4,027,309.688 (meters)                     COMP
 AA7203  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AA7203  ELLIP HEIGHT-         -26.81  (meters)          (10/23/02) GPS OBS
 AA7203  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 AA7203
 AA7203  HORZ ORDER  -  FIRST
 AA7203  ELLP ORDER  -  FOURTH    CLASS I
 AA7203
 AA7203.The horizontal coordinates were established by GPS observations
 AA7203.and adjusted by the National Geodetic Survey in May 1999..
 AA7203
 AA7203.The orthometric height was determined by GPS observations and a
 AA7203.high-resolution geoid model.
 AA7203
 AA7203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7203
 AA7203.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7203
 AA7203.The ellipsoidal height was determined by GPS observations
 AA7203.and is referenced to NAD 83.
 AA7203
 AA7203.The geoid height was determined by GEOID03.
 AA7203
 AA7203;                    North         East     Units Scale Factor Converg.
 AA7203;SPC NJ       -    63,933.012    86,706.304   MT  0.99994931   -0 27 59.7
 AA7203;SPC NJ       -   209,753.56    284,468.93   sFT  0.99994931   -0 27 59.7
 AA7203;UTM  18      - 4,361,964.194   479,772.395   MT  0.99960504   -0 08 56.9
 AA7203
 AA7203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7203!SPC NJ       -   1.00000421  x   0.99994931  =   0.99995352
 AA7203!UTM  18      -   1.00000421  x   0.99960504  =   0.99960924
 AA7203
 AA7203                          SUPERSEDED SURVEY CONTROL
 AA7203
 AA7203  ELLIP H (05/14/99)  -26.82   (m)                       GP(       ) 4 1
 AA7203  NAD 83(1992)-  39 24 25.02016(N)    075 14 05.81613(W) AD(       ) 1
 AA7203  ELLIP H (08/04/95)  -26.87   (m)                       GP(       ) 3 1
 AA7203
 AA7203.Superseded values are not recommended for survey control.
 AA7203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7203.See file dsdata.txt to determine how the superseded data were derived.
 AA7203
 AA7203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7977261964(NAD 83)
 AA7203_MARKER: DD = SURVEY DISK
 AA7203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7203_STAMPING: 6 L 1 1994
 AA7203_MARK LOGO: NJGS  
 AA7203_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7203+STABILITY: SURFACE MOTION
 AA7203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7203+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7203
 AA7203  HISTORY     - Date     Condition        Report By
 AA7203  HISTORY     - 1994     MONUMENTED       NJGS
 AA7203
 AA7203                          STATION DESCRIPTION
 AA7203
 AA7203'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA7203'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP, JUST SOUTH OF THE CITY OF
 AA7203'BRIDGETON, WITHIN THE BOUNDARY OF THE LICALZI AIRPORT.  AIRPORT
 AA7203'MANAGER, ALAN B. LICALZI, PHONE 609 451 2186.  TO REACH THE STATION
 AA7203'FROM THE INTERSECTION OF STATE ROUTE 49 AND FAYETTE STREET, COUNTY
 AA7203'ROAD 650, IN THE CITY OF BRIDGETON, GO SOUTH ON FAYETTE STREET FOR
 AA7203'1.40 MI (2.25 KM) TO THE DIRT DRIVEWAY LEADING TO THE AIRPORT ON THE
 AA7203'LEFT.  FAYETTE STREET CHANGES TO CORNATZER DUTCH NECK ROAD AT THE
 AA7203'BOROUGH BOUNDARY LINE AT THE JUNCTION WITH ISLAND BRANCH.  THE DIRT
 AA7203'DRIVEWAY IS ACROSS THE ROAD FROM POLE NUBMER 135 65.  TURN LEFT AND GO
 AA7203'0.2 MI (0.3 KM) TO SEVERAL METAL HANGARS ON THE LEFT.  CONTINUE AHEAD
 AA7203'FOR 0.4 MI (0.6 KM) TO THE SOUTHEAST END OF THE GRASS RUNWAY AND THE
 AA7203'STATION AHEAD.  THE STATION IS 11.0 M (36.1 FT) NORTHWEST FROM THE TOP
 AA7203'OF EMBANKMENT AT THE END OF THE RUNWAY AND ALSO INLINE WITH THE
 AA7203'NORTHEAST EDGE OF THE RUNWAY, 9.2 M (30.2 FT) NORTHEAST FROM A SMALL
 AA7203'CONCRETE MARKER SET FLUSH WITH THE GROUND AT THE CENTERLINE OF THE
 AA7203'GRASS RUNWAY, 36.9 M (121.1 FT) SOUTH FROM A WOOD STAKE FOR A WITNESS
 AA7203'POST SET AT THE SOUTHWEST EDGE OF WOODS AND 28.2 M (92.5 FT) SOUTHWEST
 AA7203'FROM A WOOD STAKE FOR A WITNESS POST SET AT THE SOUTHWEST EDGE OF
 AA7203'WOODS.  THE STATION IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7204 ***********************************************************************
 AA7204  DESIGNATION -  6 M 1
 AA7204  PID         -  AA7204
 AA7204  STATE/COUNTY-  NJ/CUMBERLAND
 AA7204  USGS QUAD   -  BRIDGETON (1977)
 AA7204
 AA7204                         *CURRENT SURVEY CONTROL
 AA7204  ___________________________________________________________________
 AA7204* NAD 83(1996)-  39 28 32.05069(N)    075 11 05.97401(W)     ADJUSTED  
 AA7204* NAVD 88     -        32.8    (meters)     108.     (feet)  GPS OBS   
 AA7204  ___________________________________________________________________
 AA7204  X           -   1,260,578.097 (meters)                     COMP
 AA7204  Y           -  -4,766,041.619 (meters)                     COMP
 AA7204  Z           -   4,033,209.618 (meters)                     COMP
 AA7204  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AA7204  ELLIP HEIGHT-          -0.94  (meters)          (09/25/02) GPS OBS
 AA7204  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 AA7204
 AA7204  HORZ ORDER  -  FIRST
 AA7204  ELLP ORDER  -  FOURTH    CLASS I
 AA7204
 AA7204.The horizontal coordinates were established by GPS observations
 AA7204.and adjusted by the National Geodetic Survey in May 1999..
 AA7204
 AA7204.The orthometric height was determined by GPS observations and a
 AA7204.high-resolution geoid model.
 AA7204
 AA7204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7204
 AA7204.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7204
 AA7204.The ellipsoidal height was determined by GPS observations
 AA7204.and is referenced to NAD 83.
 AA7204
 AA7204.The geoid height was determined by GEOID03.
 AA7204
 AA7204;                    North         East     Units Scale Factor Converg.
 AA7204;SPC NJ       -    71,516.909    91,066.429   MT  0.99994275   -0 26 07.8
 AA7204;SPC NJ       -   234,635.06    298,773.78   sFT  0.99994275   -0 26 07.8
 AA7204;UTM  18      - 4,369,569.546   484,088.931   MT  0.99960312   -0 07 03.4
 AA7204
 AA7204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7204!SPC NJ       -   1.00000015  x   0.99994275  =   0.99994290
 AA7204!UTM  18      -   1.00000015  x   0.99960312  =   0.99960327
 AA7204
 AA7204:                Primary Azimuth Mark                     Grid Az
 AA7204:SPC NJ       -  6 N 1                                    169 42 28.3
 AA7204:UTM  18      -  6 N 1                                    169 23 23.9
 AA7204
 AA7204|---------------------------------------------------------------------|
 AA7204| PID    Reference Object                     Distance      Geod. Az  |
 AA7204|                                                           dddmmss.s |
 AA7204| AA7205 6 N 1                               APPROX. 0.6 KM 1691620.5 |
 AA7204|---------------------------------------------------------------------|
 AA7204
 AA7204                          SUPERSEDED SURVEY CONTROL
 AA7204
 AA7204  ELLIP H (05/14/99)   -0.93   (m)                       GP(       ) 4 1
 AA7204  NAD 83(1992)-  39 28 32.05025(N)    075 11 05.97381(W) AD(       ) 1
 AA7204  ELLIP H (08/04/95)   -1.00   (m)                       GP(       ) 3 1
 AA7204
 AA7204.Superseded values are not recommended for survey control.
 AA7204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7204.See file dsdata.txt to determine how the superseded data were derived.
 AA7204
 AA7204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8408969570(NAD 83)
 AA7204_MARKER: DD = SURVEY DISK
 AA7204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7204_STAMPING: 6 M 1 1994
 AA7204_MARK LOGO: NJGS  
 AA7204_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7204+STABILITY: SURFACE MOTION
 AA7204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7204+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AA7204
 AA7204  HISTORY     - Date     Condition        Report By
 AA7204  HISTORY     - 1994     MONUMENTED       NJGS
 AA7204  HISTORY     - 19990623 GOOD             NJGS
 AA7204
 AA7204                          STATION DESCRIPTION
 AA7204
 AA7204'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA7204'THE STATION IS LOCATED IN UPPER DEERFIELD TOWNSHIP, WITHIN THE
 AA7204'BOUNDARY OF BUCKS AIRPORT.  PERMISSION TO OCCUPY THE STATION SHOULD BE
 AA7204'OBTAINED FROM MR. JOSEPH DIORIO, OWNER AND MANAGER, RD 5, BOX 367,
 AA7204'BRIDGETON, N.J. 08302, PHONE  609 455 3990.  TO REACH THE STATION FROM
 AA7204'THE INTERSECTION OF THE EXIT RAMP LEADING FROM THE SOUTHBOUND LANES OF
 AA7204'STATE ROUTE 55 AND LANDIS AVENUE, STATE ROUTE 56 AT INTERCHANGE 32B,
 AA7204'GO SOUTHWEST ON STATE ROUTE 56 FOR 6.4 MI (10.3 KM) TO THE REVERSE WYE
 AA7204'JUNCTION WITH PARVINS MILL ROAD, COUNTY ROAD 645, IN WOODRUFF.  TURN
 AA7204'RIGHT AND GO NORTHEAST ON COUNTY ROAD 645 FOR 0.15 MI (0.24 KM) TO A
 AA7204'PAVED DRIVEWAY EADING TO THE AIRPORT ON THE LEFT. TURN LEFT AND GO
 AA7204'NORTH FOR 0.05 MI (0.08 KM) ON THE PAVED DRIVEWAY, PASSING BETWEEN
 AA7204'SEVERAL METAL HANGARS TO THE GRASS TAXIWAY ALONG THE EAST SIDE OF THE
 AA7204'RUNWAY.  CONTINUE NORTH ON THE GRASS TAXIWAY FOR 0.25 MI (0.40 KM) TO
 AA7204'THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND ON THE APPROXIMATE
 AA7204'CENTERLINE AT THE NORTH END OF THE RUNWAY, IN LINE WITH A HEDGEROW TO
 AA7204'THE EAST AND SOUTH OF A CULTIVATED FIELD. THE STATION IS 27.0 M (88.6
 AA7204'FT) NORTHEAST FROM THE MOST NORTHWESTERLY END RUNWAY LIGHT, 27.0 M
 AA7204'(88.6 FT) NORTHWEST FROM THE MOST NORTHEASTERLY END RUNWAY LIGHT AND
 AA7204'32.0 M (105.0 FT) WEST FROM A WOOD STAKE FOR A WITNESS POST AT THE
 AA7204'WEST EDGE OF THE HEDGEROW.
 AA7204
 AA7204                          STATION RECOVERY (1999)
 AA7204
 AA7204'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 AA7204'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7205 ***********************************************************************
 AA7205  DESIGNATION -  6 N 1
 AA7205  PID         -  AA7205
 AA7205  STATE/COUNTY-  NJ/CUMBERLAND
 AA7205  USGS QUAD   -  BRIDGETON (1977)
 AA7205
 AA7205                         *CURRENT SURVEY CONTROL
 AA7205  ___________________________________________________________________
 AA7205* NAD 83(1996)-  39 28 13.41506(N)    075 11 01.41878(W)     ADJUSTED  
 AA7205* NAVD 88     -        29.3    (meters)      96.     (feet)  GPS OBS   
 AA7205  ___________________________________________________________________
 AA7205  X           -   1,260,776.087 (meters)                     COMP
 AA7205  Y           -  -4,766,364.365 (meters)                     COMP
 AA7205  Z           -   4,032,763.736 (meters)                     COMP
 AA7205  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AA7205  ELLIP HEIGHT-          -4.46  (meters)          (09/25/02) GPS OBS
 AA7205  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 AA7205
 AA7205  HORZ ORDER  -  FIRST
 AA7205  ELLP ORDER  -  FOURTH    CLASS I
 AA7205
 AA7205.The horizontal coordinates were established by GPS observations
 AA7205.and adjusted by the National Geodetic Survey in May 1999..
 AA7205
 AA7205.The orthometric height was determined by GPS observations and a
 AA7205.high-resolution geoid model.
 AA7205
 AA7205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7205
 AA7205.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7205
 AA7205.The ellipsoidal height was determined by GPS observations
 AA7205.and is referenced to NAD 83.
 AA7205
 AA7205.The geoid height was determined by GEOID03.
 AA7205
 AA7205;                    North         East     Units Scale Factor Converg.
 AA7205;SPC NJ       -    70,941.407    91,170.935   MT  0.99994260   -0 26 04.7
 AA7205;SPC NJ       -   232,746.93    299,116.64   sFT  0.99994260   -0 26 04.7
 AA7205;UTM  18      - 4,368,994.828   484,196.591   MT  0.99960307   -0 07 00.5
 AA7205
 AA7205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7205!SPC NJ       -   1.00000070  x   0.99994260  =   0.99994330
 AA7205!UTM  18      -   1.00000070  x   0.99960307  =   0.99960377
 AA7205
 AA7205:                Primary Azimuth Mark                     Grid Az
 AA7205:SPC NJ       -  6 M 1                                    349 42 28.1
 AA7205:UTM  18      -  6 M 1                                    349 23 23.9
 AA7205
 AA7205|---------------------------------------------------------------------|
 AA7205| PID    Reference Object                     Distance      Geod. Az  |
 AA7205|                                                           dddmmss.s |
 AA7205| AA7204 6 M 1                               APPROX. 0.6 KM 3491623.4 |
 AA7205|---------------------------------------------------------------------|
 AA7205
 AA7205                          SUPERSEDED SURVEY CONTROL
 AA7205
 AA7205  ELLIP H (05/14/99)   -4.47   (m)                       GP(       ) 4 1
 AA7205  NAD 83(1992)-  39 28 13.41459(N)    075 11 01.41852(W) AD(       ) 1
 AA7205  ELLIP H (08/04/95)   -4.53   (m)                       GP(       ) 3 1
 AA7205
 AA7205.Superseded values are not recommended for survey control.
 AA7205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7205.See file dsdata.txt to determine how the superseded data were derived.
 AA7205
 AA7205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8419768995(NAD 83)
 AA7205_MARKER: DD = SURVEY DISK
 AA7205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7205_STAMPING: 6 N 1 1994
 AA7205_MARK LOGO: NJGS  
 AA7205_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7205+STABILITY: SURFACE MOTION
 AA7205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7205+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 AA7205
 AA7205  HISTORY     - Date     Condition        Report By
 AA7205  HISTORY     - 1994     MONUMENTED       NJGS
 AA7205  HISTORY     - 19990623 GOOD             NJGS
 AA7205
 AA7205                          STATION DESCRIPTION
 AA7205
 AA7205'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA7205'THE STATION IS LOCATED IN UPPER DEERFIELD TOWNSHIP, WITHIN THE
 AA7205'BOUNDARY OF BUCKS AIRPORT.  PERMISSION TO OCCUPY THE STATION SHOULD BE
 AA7205'OBTAINED FROM MR. JOSEPH DIORIO, OWNER AND MANAGER, RD 5, BOX 367,
 AA7205'BRIDGETON, N.J. 08302, PHONE  609 455 3990.  TO REACH THE STATION FROM
 AA7205'THE INTERSECTION OF THE EXIT RAMP LEADING FROM THE SOUTHBOUND LANES OF
 AA7205'STATE ROUTE 55 AND LANDIS AVENUE, STATE ROUTE 56 AT INTERCHANGE 32B,
 AA7205'GO SOUTHWEST ON STATE ROUTE 56 FOR 6.4 MI (10.3 KM) TO THE REVERSE WYE
 AA7205'JUNCTION WITH PARVINS MILL ROAD, COUNTY ROAD 645, IN WOODRUFF.  TURN
 AA7205'RIGHT AND GO NORTHEAST ON COUNTY ROAD 645 FOR 0.10 MI (0.16 KM) TO THE
 AA7205'STATION ON THE LEFT, SET FLUSH WITH THE GROUND ON THE APPROXIMATE
 AA7205'CENTERLINE OF THE GRASS RUNWAY.  THE STATION IS 4.0 M (13.1 FT) NORTH
 AA7205'NORTHWEST FROM THE NORTHWEST EDGE OF PAVING OF COUNTY ROAD 645, 8.1 M
 AA7205'(26.6 FT) NORTH NORTHWEST FROM THE CENTERLINE OF COUNTY ROAD 645, 44.8
 AA7205'M (147.0 FT) NORTHEAST FROM A YELLOW TRAFFIC SIGN FOR A STOP SIGN
 AA7205'AHEAD ON THE NORTHWEST SIDE OF COUNTY ROAD 645, 44.8 M (147.0 FT) WEST
 AA7205'FROM A MAILBOX FOR HOUSE NUMBER 20, L J FARM AND 42.6 M (139.8 FT)
 AA7205'SOUTHEAST FROM THE MOST SOUTHWESTERLY END RUNWAY LIGHT AT THE
 AA7205'SOUTHWEST END OF THE GRASS RUNWAY.
 AA7205
 AA7205                          STATION RECOVERY (1999)
 AA7205
 AA7205'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 AA7205'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7206 ***********************************************************************
 AA7206  DESIGNATION -  6 P 1
 AA7206  PID         -  AA7206
 AA7206  STATE/COUNTY-  NJ/CUMBERLAND
 AA7206  USGS QUAD   -  BRIDGETON (1977)
 AA7206
 AA7206                         *CURRENT SURVEY CONTROL
 AA7206  ___________________________________________________________________
 AA7206* NAD 83(1996)-  39 26 04.13556(N)    075 07 40.64559(W)     ADJUSTED  
 AA7206* NAVD 88     -        22.9    (meters)      75.     (feet)  GPS OBS   
 AA7206  ___________________________________________________________________
 AA7206  X           -   1,266,063.922 (meters)                     COMP
 AA7206  Y           -  -4,767,578.700 (meters)                     COMP
 AA7206  Z           -   4,029,681.088 (meters)                     COMP
 AA7206  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AA7206  ELLIP HEIGHT-         -10.90  (meters)          (10/23/02) GPS OBS
 AA7206  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 AA7206
 AA7206  HORZ ORDER  -  FIRST
 AA7206  ELLP ORDER  -  FOURTH    CLASS I
 AA7206
 AA7206.The horizontal coordinates were established by GPS observations
 AA7206.and adjusted by the National Geodetic Survey in May 1999..
 AA7206
 AA7206.The orthometric height was determined by GPS observations and a
 AA7206.high-resolution geoid model.
 AA7206
 AA7206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7206
 AA7206.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7206
 AA7206.The ellipsoidal height was determined by GPS observations
 AA7206.and is referenced to NAD 83.
 AA7206
 AA7206.The geoid height was determined by GEOID03.
 AA7206
 AA7206;                    North         East     Units Scale Factor Converg.
 AA7206;SPC NJ       -    66,919.856    95,941.782   MT  0.99993597   -0 23 56.0
 AA7206;SPC NJ       -   219,552.89    314,769.00   sFT  0.99993597   -0 23 56.0
 AA7206;UTM  18      - 4,365,001.142   488,988.050   MT  0.99960149   -0 04 52.6
 AA7206
 AA7206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7206!SPC NJ       -   1.00000171  x   0.99993597  =   0.99993768
 AA7206!UTM  18      -   1.00000171  x   0.99960149  =   0.99960320
 AA7206
 AA7206                          SUPERSEDED SURVEY CONTROL
 AA7206
 AA7206  ELLIP H (05/14/99)  -10.91   (m)                       GP(       ) 4 1
 AA7206  NAD 83(1992)-  39 26 04.13490(N)    075 07 40.64517(W) AD(       ) 1
 AA7206  ELLIP H (08/04/95)  -10.95   (m)                       GP(       ) 3 1
 AA7206
 AA7206.Superseded values are not recommended for survey control.
 AA7206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7206.See file dsdata.txt to determine how the superseded data were derived.
 AA7206
 AA7206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8898865001(NAD 83)
 AA7206_MARKER: DD = SURVEY DISK
 AA7206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7206_STAMPING: 6 P 1 1994
 AA7206_MARK LOGO: NJGS  
 AA7206_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7206+STABILITY: SURFACE MOTION
 AA7206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7206+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7206
 AA7206  HISTORY     - Date     Condition        Report By
 AA7206  HISTORY     - 1994     MONUMENTED       NJGS
 AA7206
 AA7206                          STATION DESCRIPTION
 AA7206
 AA7206'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA7206'THE STATION IS LOCATED IN DEERFIELD TOWNSHIP ON THE EAST SIDE OF
 AA7206'SUGARMAN AVENUE, COUNTY ROAD 682, ON THE GROUNDS OF THE CARMEL
 AA7206'VOLUNTEER FIRE COMPANY.  TO REACH THE STATION FROM THE INTERSECTION OF
 AA7206'THE EXIT RAMP LEADING FROM THE SOUTHBOUND LANES OF STATE ROUTE 55 AND
 AA7206'SHERMAN AVENUE, COUNTY ROAD 552, AT INTERCHANGE 29, GO NORTHWEST ON
 AA7206'COUNTY ROAD 552 FOR 3.6 MI (5.8 KM) TO THE TEE JUNCTION WITH COUNTY
 AA7206'ROAD 682 AND THE CARMEL VOLUNTEER FIRE COMPANY ON THE LEFT. TURN LEFT
 AA7206'AND GO SOUTH SOUTHWEST ON COUNTY ROAD 682 FOR 35 M (114.8 FT) TO THE
 AA7206'STATION ON THE LEFT, SET FLUSH WITH THE GROUND IN LINE WITH THE NORTH
 AA7206'FACE OF THE CARMEL VOLUNTEER FIRE COMPANY BUILDING AND THE NORTH EDGE
 AA7206'OF PAVING FOR THE PARKING LOT.  THE STATION IS 10.3 M (33.8 FT) EAST
 AA7206'SOUTHEAST FROM THE CENTERLINE OF SUGARMAN AVENUE, COUNTY ROAD 682,
 AA7206'22.8 M (74.8 FT) SOUTH SOUTHWEST FROM A FLAGPOLE IN FRONT OF THE FIRE
 AA7206'COMPANY BUILDING, 17.7 M (58.1 FT) EAST SOUTHEAST FROM POLE NUMBER B
 AA7206'39272, WITH TRANSFORMERS ATTACHED, ON THE WEST SIDE OF COUNTY ROAD
 AA7206'682, 28.2 M (92.5 FT) SOUTH SOUTHWEST FROM A STOP SIGN AT THE
 AA7206'SOUTHEAST CORNER INTERSECTION OF COUNTY ROAD 552 AND 682, 27.6 M (90.6
 AA7206'FT) WEST NORTHWEST FROM THE NORTHWEST CORNER OF THE FIRE COMPANY
 AA7206'BUILDING, 35 M (114.8 FT) SOUTH SOUTHWEST FROM THE CENTERLINE OF
 AA7206'COUNTY ROAD 552 AND 2.7 M (8.9 FT) WEST NORTHWEST FROM THE NORTHWEST
 AA7206'CORNER OF THE ASPHALT PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7207 ***********************************************************************
 AA7207  DESIGNATION -  6 Q 1
 AA7207  PID         -  AA7207
 AA7207  STATE/COUNTY-  NJ/CUMBERLAND
 AA7207  USGS QUAD   -  SHILOH (1993)
 AA7207
 AA7207                         *CURRENT SURVEY CONTROL
 AA7207  ___________________________________________________________________
 AA7207* NAD 83(1996)-  39 23 13.94806(N)    075 22 19.28175(W)     ADJUSTED  
 AA7207* NAVD 88     -         5.905  (meters)      19.37   (feet)  ADJUSTED  
 AA7207  ___________________________________________________________________
 AA7207  X           -   1,246,582.002 (meters)                     COMP
 AA7207  Y           -  -4,776,139.975 (meters)                     COMP
 AA7207  Z           -   4,025,615.187 (meters)                     COMP
 AA7207  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AA7207  ELLIP HEIGHT-         -27.93  (meters)          (10/23/02) GPS OBS
 AA7207  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 AA7207  DYNAMIC HT  -           5.902 (meters)      19.36  (feet)  COMP
 AA7207  MODELED GRAV-     980,115.2   (mgal)                       NAVD 88
 AA7207
 AA7207  HORZ ORDER  -  FIRST
 AA7207  VERT ORDER  -  SECOND    CLASS I
 AA7207  ELLP ORDER  -  FOURTH    CLASS I
 AA7207
 AA7207.The horizontal coordinates were established by GPS observations
 AA7207.and adjusted by the National Geodetic Survey in May 1999..
 AA7207
 AA7207.The orthometric height was determined by differential leveling
 AA7207.and adjusted by the National Geodetic Survey in March 2001..
 AA7207.No vertical observational check was made to the station.
 AA7207
 AA7207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7207
 AA7207.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7207
 AA7207.The ellipsoidal height was determined by GPS observations
 AA7207.and is referenced to NAD 83.
 AA7207
 AA7207.The geoid height was determined by GEOID03.
 AA7207
 AA7207.The dynamic height is computed by dividing the NAVD 88
 AA7207.geopotential number by the normal gravity value computed on the
 AA7207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7207.degrees latitude (g = 980.6199 gals.).
 AA7207
 AA7207.The modeled gravity was interpolated from observed gravity values.
 AA7207
 AA7207;                    North         East     Units Scale Factor Converg.
 AA7207;SPC NJ       -    61,846.418    74,880.201   MT  0.99996946   -0 33 12.1
 AA7207;SPC NJ       -   202,907.79    245,669.46   sFT  0.99996946   -0 33 12.1
 AA7207;UTM  18      - 4,359,812.881   467,962.173   MT  0.99961264   -0 14 09.9
 AA7207
 AA7207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7207!SPC NJ       -   1.00000438  x   0.99996946  =   0.99997384
 AA7207!UTM  18      -   1.00000438  x   0.99961264  =   0.99961702
 AA7207
 AA7207                          SUPERSEDED SURVEY CONTROL
 AA7207
 AA7207  ELLIP H (05/14/99)  -27.92   (m)                       GP(       ) 4 1
 AA7207  NAD 83(1992)-  39 23 13.94763(N)    075 22 19.28159(W) AD(       ) 1
 AA7207  ELLIP H (08/04/95)  -27.99   (m)                       GP(       ) 3 1
 AA7207
 AA7207.Superseded values are not recommended for survey control.
 AA7207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7207.See file dsdata.txt to determine how the superseded data were derived.
 AA7207
 AA7207_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6796259813(NAD 83)
 AA7207_MARKER: DD = SURVEY DISK
 AA7207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7207_STAMPING: 6 Q 1 1994
 AA7207_MARK LOGO: NJGS  
 AA7207_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7207+STABILITY: SURFACE MOTION
 AA7207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7207+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1998
 AA7207
 AA7207  HISTORY     - Date     Condition        Report By
 AA7207  HISTORY     - 1994     MONUMENTED       NJGS
 AA7207  HISTORY     - 19980915 GOOD             NJGS
 AA7207
 AA7207                          STATION DESCRIPTION
 AA7207
 AA7207'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA7207'THE STATION IS LOCATED IN GREENWICH TOWNSHIP ON THE GROUNDS OF THE
 AA7207'GREENHEAD PARK BASEBALL FIELD.  TO REACH THE STATION FROM THE
 AA7207'INTERSECTION OF STATE ROUTE 49 AND COUNTY ROAD 620 IN THE BOROUGH OF
 AA7207'SHILOH, GO SOUTHWEST ON COUNTY ROAD 620 FOR 4.7 MI (7.6 KM) TO THE TEE
 AA7207'INTERSECTION WITH COUNTY ROAD 623.  TURN LEFT AND GO 0.85 MI (1.37 KM)
 AA7207'TO THE JUNCTION WITH BACONS NECK ROAD ON THE RIGHT.  TURN RIGHT AND GO
 AA7207'1.75 MI (2.82 KM) TO THE TEE INTERSECTION WITH TYNDALL ISLAND ROAD.
 AA7207'TURN RIGHT AND GO 75 M (246.1 FT) TO THE STATION ON THE RIGHT.  THE
 AA7207'STATION IS 10.8 M (35.4 FT) NORTHEAST FROM THE CENTERLINE OF TYNDALL
 AA7207'ISLAND ROAD, 26.9 M (88.3 FT) NORTH FROM POLE NUMBER 369, 26.7 M (87.6
 AA7207'FT) SOUTHEAST FROM POLE NUMBER 32307, 37.5 M (123.0 FT) NORTH
 AA7207'NORTHWEST FROM A POLE WITH NO NUMBER NEAR THE BASEBALL FIELD BACKSTOP,
 AA7207'25.0 M (82.0 FT) SOUTH SOUTHEAST FROM A POLE WITH NO NUMBER ALONG THE
 AA7207'LEFT FIELD LINE, 41.6 M (136.5 FT) SOUTH FROM THE LEFT FIELD CORNER
 AA7207'POST OF A CHAIN LINK FENCE, 45.6 M (149.6 FT) NORTHWEST FROM HOME
 AA7207'PLATE AND 1.3 M (4.3 FT) SOUTHWEST AND NORMAL TO THE CHAIN LINK FENCE
 AA7207'ALONG THE LEFT FIELD LINE.  THE STATION IS SET FLUSH WITH THE GROUND.
 AA7207
 AA7207                          STATION RECOVERY (1998)
 AA7207
 AA7207'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (JVS)
 AA7207'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9743 ***********************************************************************
 AI9743  DESIGNATION -  6 R 1
 AI9743  PID         -  AI9743
 AI9743  STATE/COUNTY-  NJ/CUMBERLAND
 AI9743  USGS QUAD   -  SHILOH (1993)
 AI9743
 AI9743                         *CURRENT SURVEY CONTROL
 AI9743  ___________________________________________________________________
 AI9743* NAD 83(1986)-  39 24 37.     (N)    075 21 25.     (W)     SCALED    
 AI9743* NAVD 88     -         4.745  (meters)      15.57   (feet)  ADJUSTED  
 AI9743  ___________________________________________________________________
 AI9743  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 AI9743  DYNAMIC HT  -           4.742 (meters)      15.56  (feet)  COMP
 AI9743  MODELED GRAV-     980,116.3   (mgal)                       NAVD 88
 AI9743
 AI9743  VERT ORDER  -  SECOND    CLASS I
 AI9743
 AI9743.The horizontal coordinates were scaled from a topographic map and have
 AI9743.an estimated accuracy of +/- 6 seconds.
 AI9743
 AI9743.The orthometric height was determined by differential leveling
 AI9743.and adjusted by the National Geodetic Survey in March 2001..
 AI9743
 AI9743.The geoid height was determined by GEOID03.
 AI9743
 AI9743.The dynamic height is computed by dividing the NAVD 88
 AI9743.geopotential number by the normal gravity value computed on the
 AI9743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9743.degrees latitude (g = 980.6199 gals.).
 AI9743
 AI9743.The modeled gravity was interpolated from observed gravity values.
 AI9743
 AI9743;                    North         East    Units  Estimated Accuracy
 AI9743;SPC NJ       -    64,400.       76,200.      MT  (+/- 180 meters Scaled)
 AI9743
 AI9743                          SUPERSEDED SURVEY CONTROL
 AI9743
 AI9743.No superseded survey control is available for this station.
 AI9743
 AI9743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ692623(NAD 83)
 AI9743_MARKER: DD = SURVEY DISK
 AI9743_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI9743_SP_SET: CULVERT HEADWALL
 AI9743_STAMPING: 6 R 1 1998
 AI9743_MARK LOGO: NJGS  
 AI9743_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9743+STABILITY: SURFACE MOTION
 AI9743_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9743+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI9743
 AI9743  HISTORY     - Date     Condition        Report By
 AI9743  HISTORY     - 1998     MONUMENTED       NJGS
 AI9743
 AI9743                          STATION DESCRIPTION
 AI9743
 AI9743'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9743'THE STATION IS LOCATED IN GREENWICH TOWNSHIP ON THE SOUTHEAST SIDE OF
 AI9743'MILL ROAD, COUNTY ROAD 703.  TO REACH THE STATION FROM THE JUNCTION OF
 AI9743'STATE ROUTES 49 AND 77 IN BRIDGETON, GO WEST ON STATE ROUTE 49 FOR 0.7
 AI9743'MI (1.1 KM) TO THE INTERSECTION WITH SOUTHWEST AVENUE AT A TRAFFIC
 AI9743'LIGHT.  TURN LEFT AND GO 0.1 MI (0.2 KM) ON SOUTHWEST AVENUE TO THE
 AI9743'INTERSECTION WITH BOWENTOWN ROAD, COUNTY ROAD 607 ON THE RIGHT.  TURN
 AI9743'RIGHT AND GO WEST ON COUNTY ROAD 607 FOR 6.1 MI (9.8 KM) TO THE TEE
 AI9743'INTERSECTION WITH MAIN STREET, COUNTY ROAD 623 IN GREENWICH.  TURN
 AI9743'RIGHT AND GO NORTHWEST ON COUNTY ROAD 623 FOR 1.9 MI (3.1 KM) TO THE
 AI9743'TEE INTERSECTION WITH MILL ROAD, COUNTY ROAD 703 IN OTHELLO.  TURN
 AI9743'LEFT AND GO SOUTHWEST ON MILL ROAD FOR 0.5 MI (0.8 KM) TO THE STATION
 AI9743'ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE TOP OF A CONCRETE
 AI9743'CULVERT HEADWALL.  THE STATION IS 5.5 M (18.0 FT) SOUTHEAST FROM THE
 AI9743'CENTERLINE OF MILL ROAD, 13.8 M (45.3 FT) SOUTH FROM AND ACROSS THE
 AI9743'ROAD FROM WOOD UTILITY POLE NUMBER B 17061, 40.8 M (133.9 FT)
 AI9743'NORTHEAST FROM WOOD UTILITY POLE NUMBER BT 13 C GR AND 0.3 M (1.0 FT)
 AI9743'SOUTHWEST FROM THE SOUTHWEST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9744 ***********************************************************************
 AI9744  DESIGNATION -  6 S 1
 AI9744  PID         -  AI9744
 AI9744  STATE/COUNTY-  NJ/CUMBERLAND
 AI9744  USGS QUAD   -  SHILOH (1993)
 AI9744
 AI9744                         *CURRENT SURVEY CONTROL
 AI9744  ___________________________________________________________________
 AI9744* NAD 83(1986)-  39 24 20.     (N)    075 21 44.     (W)     SCALED    
 AI9744* NAVD 88     -         4.687  (meters)      15.38   (feet)  ADJUSTED  
 AI9744  ___________________________________________________________________
 AI9744  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 AI9744  DYNAMIC HT  -           4.684 (meters)      15.37  (feet)  COMP
 AI9744  MODELED GRAV-     980,116.0   (mgal)                       NAVD 88
 AI9744
 AI9744  VERT ORDER  -  SECOND    CLASS I
 AI9744
 AI9744.The horizontal coordinates were scaled from a topographic map and have
 AI9744.an estimated accuracy of +/- 6 seconds.
 AI9744
 AI9744.The orthometric height was determined by differential leveling
 AI9744.and adjusted by the National Geodetic Survey in March 2001..
 AI9744
 AI9744.The geoid height was determined by GEOID03.
 AI9744
 AI9744.The dynamic height is computed by dividing the NAVD 88
 AI9744.geopotential number by the normal gravity value computed on the
 AI9744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9744.degrees latitude (g = 980.6199 gals.).
 AI9744
 AI9744.The modeled gravity was interpolated from observed gravity values.
 AI9744
 AI9744;                    North         East    Units  Estimated Accuracy
 AI9744;SPC NJ       -    63,880.       75,740.      MT  (+/- 180 meters Scaled)
 AI9744
 AI9744                          SUPERSEDED SURVEY CONTROL
 AI9744
 AI9744.No superseded survey control is available for this station.
 AI9744
 AI9744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ688618(NAD 83)
 AI9744_MARKER: DD = SURVEY DISK
 AI9744_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI9744_SP_SET: CULVERT HEADWALL
 AI9744_STAMPING: 6 S 1 1998
 AI9744_MARK LOGO: NJGS  
 AI9744_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9744+STABILITY: SURFACE MOTION
 AI9744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9744+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI9744
 AI9744  HISTORY     - Date     Condition        Report By
 AI9744  HISTORY     - 1998     MONUMENTED       NJGS
 AI9744
 AI9744                          STATION DESCRIPTION
 AI9744
 AI9744'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9744'THE STATION IS LOCATED IN GREENWICH TOWNSHIP ON THE NORTHWEST SIDE OF
 AI9744'MILL ROAD, COUNTY ROAD 703.  TO REACH THE STATION FROM THE JUNCTION OF
 AI9744'STATE ROUTES 49 AND 77 IN BRIDGETON, GO WEST ON STATE ROUTE 49 FOR 0.7
 AI9744'MI (1.1 KM) TO THE INTERSECTION WITH SOUTHWEST AVENUE AT A TRAFFIC
 AI9744'LIGHT.  TURN LEFT AND GO 0.1 MI (0.2 KM) ON SOUTHWEST AVENUE TO THE
 AI9744'INTERSECTION WITH BOWENTOWN ROAD, COUNTY ROAD 607 ON THE RIGHT.  TURN
 AI9744'RIGHT AND GO WEST ON COUNTY ROAD 607 FOR 6.1 MI (9.8 KM) TO THE TEE
 AI9744'INTERSECTION WITH MAIN STREET, COUNTY ROAD 623 IN GREENWICH.  TURN
 AI9744'RIGHT AND GO NORTHWEST ON COUNTY ROAD 623 FOR 1.9 MI (3.1 KM) TO THE
 AI9744'TEE INTERSECTION WITH MILL ROAD, COUNTY ROAD 703 IN OTHELLO.  TURN
 AI9744'LEFT AND GO SOUTHWEST ON MILL ROAD FOR 0.9 MI (1.4 KM) TO THE STATION
 AI9744'ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN THE TOP OF A CONCRETE
 AI9744'CULVERT HEADWALL.  THE STATION IS 6.3 M (20.7 FT) NORTHWEST FROM THE
 AI9744'CENTERLINE OF MILL ROAD, 16.5 M (54.1 FT) WEST SOUTHWEST FROM WOOD
 AI9744'UTILITY POLE NUMBER B 22695 7176120, 19.6 M (64.3 FT) NORTH AND ACROSS
 AI9744'THE ROAD FROM WOOD UTILITY B 17069 AND 26.7 M (87.6 FT) NORTH AND
 AI9744'ACROSS THE ROAD FROM THE NORTH CORNER OF AN OLD TWO AND ONE HALF STORY
 AI9744'FRAME DWELLING IN NEED OF RESTORATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9729 ***********************************************************************
 AI9729  DESIGNATION -  6 T 1
 AI9729  PID         -  AI9729
 AI9729  STATE/COUNTY-  NJ/CUMBERLAND
 AI9729  USGS QUAD   -  DIVIDING CREEK (1986)
 AI9729
 AI9729                         *CURRENT SURVEY CONTROL
 AI9729  ___________________________________________________________________
 AI9729* NAD 83(1986)-  39 15 32.     (N)    075 01 31.     (W)     SCALED    
 AI9729* NAVD 88     -         1.589  (meters)       5.21   (feet)  ADJUSTED  
 AI9729  ___________________________________________________________________
 AI9729  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 AI9729  DYNAMIC HT  -           1.588 (meters)       5.21  (feet)  COMP
 AI9729  MODELED GRAV-     980,099.3   (mgal)                       NAVD 88
 AI9729
 AI9729  VERT ORDER  -  FIRST     CLASS II
 AI9729
 AI9729.The horizontal coordinates were scaled from a topographic map and have
 AI9729.an estimated accuracy of +/- 6 seconds.
 AI9729
 AI9729.The orthometric height was determined by differential leveling
 AI9729.and adjusted by the National Geodetic Survey in March 2001..
 AI9729.No vertical observational check was made to the station.
 AI9729
 AI9729.The geoid height was determined by GEOID03.
 AI9729
 AI9729.The dynamic height is computed by dividing the NAVD 88
 AI9729.geopotential number by the normal gravity value computed on the
 AI9729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9729.degrees latitude (g = 980.6199 gals.).
 AI9729
 AI9729.The modeled gravity was interpolated from observed gravity values.
 AI9729
 AI9729;                    North         East    Units  Estimated Accuracy
 AI9729;SPC NJ       -    47,370.      104,670.      MT  (+/- 180 meters Scaled)
 AI9729
 AI9729                          SUPERSEDED SURVEY CONTROL
 AI9729
 AI9729.No superseded survey control is available for this station.
 AI9729
 AI9729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ978455(NAD 83)
 AI9729_MARKER: DD = SURVEY DISK
 AI9729_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI9729_SP_SET: PIPE CULVERT
 AI9729_STAMPING: 6 T 1 1998
 AI9729_MARK LOGO: NJGS  
 AI9729_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9729+STABILITY: SURFACE MOTION
 AI9729_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9729+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI9729
 AI9729  HISTORY     - Date     Condition        Report By
 AI9729  HISTORY     - 1998     MONUMENTED       NJGS
 AI9729
 AI9729                          STATION DESCRIPTION
 AI9729
 AI9729'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9729'THE STATION IS LOCATED IN COMMERCIAL TOWNSHIP ON THE WEST SIDE OF
 AI9729'COUNTY ROAD 649.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AI9729'ROUTE 47 AND THE SOUTHERN TERMINUS OF STATE ROUTE 55 AT MILEPOINT 20,
 AI9729'GO 2.9 MI (4.7 KM) SOUTH ON STATE ROUTE 47 TO THE JUNCTION WITH STATE
 AI9729'ROUTE 347 AT A LEFT WYE TURN.  CONTINUE SOUTH ON STATE ROUTE 47 FOR
 AI9729'0.15 MI (0.24 KM) TO THE JUNCTION WITH COUNTY ROAD 670.  TURN RIGHT
 AI9729'AND GO WEST ON COUNTY ROAD 670 FOR 1.5 MI (2.4 KM) TO THE JUNCTION
 AI9729'WITH BUCKSHUTEM ROAD AT A BLINKING YELLOW TRAFFIC LIGHT.  TURN LEFT
 AI9729'AND GO SOUTH ON BUCKSHUTEM ROAD, COUNTY ROAD 744 FOR 0.2 MI (0.3 KM)
 AI9729'TO THE INTERSECTION WITH HIGHLAND STREET IN MAURICETOWN.  TURN RIGHT
 AI9729'AND GO WEST ON HIGHLAND STREET FOR 0.85 MI (1.37 KM) TO THE CROSSROADS
 AI9729'INTERSECTION WITH COUNTY ROAD 649 AT A STOP SIGN AND BLINKING RED
 AI9729'TRAFFIC LIGHT.  TURN LEFT AND GO SOUTH ON COUNTY ROAD 649 FOR 1.2 MI
 AI9729'(1.9 KM) TO A STOP SIGN AT THE SKEWED TEE INTERSECTION WITH NORTH
 AI9729'AVENUE.  TURN LEFT AND CONTINUE SOUTH ON COUNTY ROAD 649 FOR 1.55 MI
 AI9729'(2.49 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN
 AI9729'THE CENTER OF A TWIN PIPE CONCRETE CULVERT, ABOUT 0.5 M (1.6 FT) BELOW
 AI9729'THE LEVEL OF THE ROAD.  THE STATION IS 24.0 M (78.7 FT) NORTH FROM
 AI9729'UTILITY POLE NUMBER 119, 15.5 M (50.9 FT) NORTH FROM A TRAFFIC SIGN
 AI9729'FOR MILEPOST 1, 7.8 M (25.6 FT) WEST FROM THE CENTERLINE OF NORTH
 AI9729'AVENUE, 14.5 M (47.6 FT) WEST FROM UTILITY POLE NUMBER B 43189 AND
 AI9729'40.5 M (132.9 FT) SOUTH FROM UTILITY POLE NUMBER BT 118 CD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9728 ***********************************************************************
 AI9728  DESIGNATION -  6 U 1
 AI9728  PID         -  AI9728
 AI9728  STATE/COUNTY-  NJ/CUMBERLAND
 AI9728  USGS QUAD   -  DIVIDING CREEK (1986)
 AI9728
 AI9728                         *CURRENT SURVEY CONTROL
 AI9728  ___________________________________________________________________
 AI9728* NAD 83(1986)-  39 16 47.     (N)    075 01 27.     (W)     SCALED    
 AI9728* NAVD 88     -         3.607  (meters)      11.83   (feet)  ADJUSTED  
 AI9728  ___________________________________________________________________
 AI9728  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 AI9728  DYNAMIC HT  -           3.605 (meters)      11.83  (feet)  COMP
 AI9728  MODELED GRAV-     980,103.7   (mgal)                       NAVD 88
 AI9728
 AI9728  VERT ORDER  -  FIRST     CLASS II
 AI9728
 AI9728.The horizontal coordinates were scaled from a topographic map and have
 AI9728.an estimated accuracy of +/- 6 seconds.
 AI9728
 AI9728.The orthometric height was determined by differential leveling
 AI9728.and adjusted by the National Geodetic Survey in March 2001..
 AI9728.No vertical observational check was made to the station.
 AI9728
 AI9728.The geoid height was determined by GEOID03.
 AI9728
 AI9728.The dynamic height is computed by dividing the NAVD 88
 AI9728.geopotential number by the normal gravity value computed on the
 AI9728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9728.degrees latitude (g = 980.6199 gals.).
 AI9728
 AI9728.The modeled gravity was interpolated from observed gravity values.
 AI9728
 AI9728;                    North         East    Units  Estimated Accuracy
 AI9728;SPC NJ       -    49,680.      104,780.      MT  (+/- 180 meters Scaled)
 AI9728
 AI9728                          SUPERSEDED SURVEY CONTROL
 AI9728
 AI9728.No superseded survey control is available for this station.
 AI9728
 AI9728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ979478(NAD 83)
 AI9728_MARKER: F = FLANGE-ENCASED ROD
 AI9728_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI9728_STAMPING: 6 U 1 1998
 AI9728_MARK LOGO: NGS   
 AI9728_PROJECTION: RECESSED 10 CENTIMETERS
 AI9728_MAGNETIC: I = MARKER IS A STEEL ROD
 AI9728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI9728+STABILITY: POSITION/ELEVATION WELL
 AI9728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9728+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI9728_ROD/PIPE-DEPTH: 28.0 meters
 AI9728_SLEEVE-DEPTH  : 1.3 meters
 AI9728
 AI9728  HISTORY     - Date     Condition        Report By
 AI9728  HISTORY     - 1998     MONUMENTED       NJGS
 AI9728
 AI9728                          STATION DESCRIPTION
 AI9728
 AI9728'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9728'THE STATION IS LOCATED IN COMMERCIAL TOWNSHIP ON THE SOUTH SIDE OF
 AI9728'COUNTY ROAD 649.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AI9728'ROUTE 47 AND THE SOUTHERN TERMINUS OF STATE ROUTE 55 AT MILEPOINT 20,
 AI9728'GO 2.9 MI (4.7 KM) SOUTH ON STATE ROUTE 47 TO THE JUNCTION WITH STATE
 AI9728'ROUTE 347 AT A LEFT WYE TURN.  CONTINUE SOUTH ON STATE ROUTE 47 FOR
 AI9728'0.15 MI (0.24 KM) TO THE JUNCTION WITH COUNTY ROAD 670.  TURN RIGHT
 AI9728'AND GO WEST ON COUNTY ROAD 670 FOR 1.5 MI (2.4 KM) TO THE JUNCTION
 AI9728'WITH BUCKSHUTEM ROAD AT A BLINKING YELLOW TRAFFIC LIGHT.  TURN LEFT
 AI9728'AND GO SOUTH ON BUCKSHUTEM ROAD, COUNTY ROAD 744 FOR 0.2 MI (0.3 KM)
 AI9728'TO THE INTERSECTION WITH HIGHLAND STREET IN MAURICETOWN.  TURN RIGHT
 AI9728'AND GO WEST ON HIGHLAND STREET FOR 0.85 MI (1.37 KM) TO THE CROSSROADS
 AI9728'INTERSECTION WITH COUNTY ROAD 649 AT STOP SIGN AND BLINKING RED
 AI9728'TRAFFIC LIGHT.  TURN LEFT AND GO SOUTH ON COUNTY ROAD 649 FOR 1.2 MI
 AI9728'(1.9 KM) TO A STOP SIGN AT THE SKEWED TEE INTERSECTION WITH NORTH
 AI9728'AVENUE AND THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND IN A
 AI9728'TRIANGULAR SHAPED GRASS MEDIAN ISLAND.  THE STATION IS A STANDARD NGS
 AI9728'THREE DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS COVER IS STAMPED
 AI9728'6 U 1 1998 AND IS SET FLUSH WITH THE GROUND.  THE STATION IS A NINE
 AI9728'SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD WITH GREASE FILLED SLEEVE
 AI9728'DRIVEN TO REFUSAL AT A DEPTH OF 28.04 M (91.99 FT) AND IS RECESSED
 AI9728'ABOUT 0.1 M (0.3 FT) BELOW THE GROUND. THE STATION IS 14.60 M (47.90
 AI9728'FT) NORTH AND ACROSS COUNTY ROAD 649 FROM WOOD UTILITY POLE NUMBER
 AI9728'312, 6.80 M (22.31 FT) SOUTHWEST FROM A STOP SIGN AT THE NORTHEAST
 AI9728'NOSE OF THE GRASS MEDIAN ISLAND, 18.20 M (59.71 FT) EAST SOUTHEAST AND
 AI9728'ACROSS NORTH AVENUE FROM WOOD UTILITY POLE NUMBER B 30645 AND 8.70 M
 AI9728'(28.54 FT) SOUTHWEST FROM A STREET SIGN FOR NORTH AVENUE AT THE NORTH
 AI9728'END OF THE GRASS MEDIAN ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9753 ***********************************************************************
 AI9753  DESIGNATION -  6 V 1
 AI9753  PID         -  AI9753
 AI9753  STATE/COUNTY-  NJ/CUMBERLAND
 AI9753  USGS QUAD   -  SHILOH (1993)
 AI9753
 AI9753                         *CURRENT SURVEY CONTROL
 AI9753  ___________________________________________________________________
 AI9753* NAD 83(1986)-  39 24 07.     (N)    075 22 24.     (W)     SCALED    
 AI9753* NAVD 88     -         2.251  (meters)       7.39   (feet)  ADJUSTED  
 AI9753  ___________________________________________________________________
 AI9753  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 AI9753  DYNAMIC HT  -           2.250 (meters)       7.38  (feet)  COMP
 AI9753  MODELED GRAV-     980,115.6   (mgal)                       NAVD 88
 AI9753
 AI9753  VERT ORDER  -  SECOND    CLASS I
 AI9753
 AI9753.The horizontal coordinates were scaled from a topographic map and have
 AI9753.an estimated accuracy of +/- 6 seconds.
 AI9753
 AI9753.The orthometric height was determined by differential leveling
 AI9753.and adjusted by the National Geodetic Survey in March 2001..
 AI9753
 AI9753.The geoid height was determined by GEOID03.
 AI9753
 AI9753.The dynamic height is computed by dividing the NAVD 88
 AI9753.geopotential number by the normal gravity value computed on the
 AI9753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9753.degrees latitude (g = 980.6199 gals.).
 AI9753
 AI9753.The modeled gravity was interpolated from observed gravity values.
 AI9753
 AI9753;                    North         East    Units  Estimated Accuracy
 AI9753;SPC NJ       -    63,480.       74,780.      MT  (+/- 180 meters Scaled)
 AI9753
 AI9753                          SUPERSEDED SURVEY CONTROL
 AI9753
 AI9753.No superseded survey control is available for this station.
 AI9753
 AI9753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ678614(NAD 83)
 AI9753_MARKER: DD = SURVEY DISK
 AI9753_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI9753_SP_SET: CULVERT HEADWALL
 AI9753_STAMPING: 6 V 1 1998
 AI9753_MARK LOGO: NJGS  
 AI9753_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9753+STABILITY: SURFACE MOTION
 AI9753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9753+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI9753
 AI9753  HISTORY     - Date     Condition        Report By
 AI9753  HISTORY     - 1998     MONUMENTED       NJGS
 AI9753
 AI9753                          STATION DESCRIPTION
 AI9753
 AI9753'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 AI9753'THE STATION IS LOCATED IN GREENWICH TOWNSHIP ON THE SOUTHEAST SIDE OF
 AI9753'MILL ROAD, COUNTY ROAD 703.  TO REACH THE STATION FROM THE JUNCTION OF
 AI9753'STATE ROUTES 49 AND 77 IN BRIDGETON, GO WEST ON STATE ROUTE 49 FOR 0.7
 AI9753'MI (1.1 KM) TO THE INTERSECTION WITH SOUTHWEST AVENUE AT A TRAFFIC
 AI9753'LIGHT.  TURN LEFT AND GO 0.1 MI (0.2 KM) ON SOUTHWEST AVENUE TO THE
 AI9753'INTERSECTION WITH BOWENTOWN ROAD, COUNTY ROAD 607 ON THE RIGHT.  TURN
 AI9753'RIGHT AND GO WEST ON COUNTY ROAD 607 FOR 6.1 MI (9.8 KM) TO THE TEE
 AI9753'INTERSECTION WITH MAIN STREET, COUNTY ROAD 623 IN GREENWICH.  TURN
 AI9753'RIGHT AND GO NORTHWEST ON COUNTY ROAD 623 FOR 1.9 MI (3.1 KM) TO THE
 AI9753'TEE INTERSECTION WITH MILL ROAD, COUNTY ROAD 703 IN OTHELLO.  TURN
 AI9753'LEFT AND GO SOUTHWEST ON MILL ROAD FOR 1.35 MI (2.17 KM) TO THE
 AI9753'CROSSROADS INTERSECTION WITH GUM TREE CORNER ROAD. CONTINUE SOUTHWEST
 AI9753'ON COUNTY ROAD 703 FOR 0.20 MI (0.32 KM) TO THE STATION ON THE LEFT,
 AI9753'SET FLUSH IN A DRILL HOLE IN THE TOP OF A CONCRETE CULVERT HEADWALL.
 AI9753'THE STATION IS 5.9 M (19.4 FT) SOUTH FROM THE CENTERLINE OF COUNTY
 AI9753'ROAD 703, 14.7 M (48.2 FT) SOUTHEAST AND ACROSS THE ROAD FROM WOOD
 AI9753'UTILITY POLE NUMBER B 51077, 40.2 M (131.9 FT) SOUTHWEST AND ACROSS
 AI9753'THE ROAD FROM WOOD UTILITY POLE NUMBER 36 17083 AND 1.0 M (3.3 FT)
 AI9753'EAST FROM THE WEST END OF THE CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4364 ***********************************************************************
 AI4364  DESIGNATION -  6 W 1
 AI4364  PID         -  AI4364
 AI4364  STATE/COUNTY-  NJ/CUMBERLAND
 AI4364  USGS QUAD   -  SHILOH (1993)
 AI4364
 AI4364                         *CURRENT SURVEY CONTROL
 AI4364  ___________________________________________________________________
 AI4364* NAD 83(1996)-  39 29 15.30672(N)    075 15 29.78561(W)     ADJUSTED  
 AI4364* NAVD 88     -        16.5    (meters)      54.     (feet)  GPS OBS   
 AI4364  ___________________________________________________________________
 AI4364  X           -   1,254,262.298 (meters)                     COMP
 AI4364  Y           -  -4,766,817.580 (meters)                     COMP
 AI4364  Z           -   4,034,228.929 (meters)                     COMP
 AI4364  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AI4364  ELLIP HEIGHT-         -17.18  (meters)          (09/25/02) GPS OBS
 AI4364  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 AI4364
 AI4364  HORZ ORDER  -  FIRST
 AI4364  ELLP ORDER  -  FOURTH    CLASS I
 AI4364
 AI4364.The horizontal coordinates were established by GPS observations
 AI4364.and adjusted by the National Geodetic Survey in March 2000..
 AI4364
 AI4364.The orthometric height was determined by GPS observations and a
 AI4364.high-resolution geoid model.
 AI4364
 AI4364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4364
 AI4364.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4364
 AI4364.The ellipsoidal height was determined by GPS observations
 AI4364.and is referenced to NAD 83.
 AI4364
 AI4364.The geoid height was determined by GEOID03.
 AI4364
 AI4364;                    North         East     Units Scale Factor Converg.
 AI4364;SPC NJ       -    72,901.309    84,772.833   MT  0.99995237   -0 28 56.0
 AI4364;SPC NJ       -   239,177.04    278,125.54   sFT  0.99995237   -0 28 56.0
 AI4364;UTM  18      - 4,370,918.540   477,789.911   MT  0.99960607   -0 09 51.3
 AI4364
 AI4364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4364!SPC NJ       -   1.00000270  x   0.99995237  =   0.99995507
 AI4364!UTM  18      -   1.00000270  x   0.99960607  =   0.99960876
 AI4364
 AI4364                          SUPERSEDED SURVEY CONTROL
 AI4364
 AI4364  ELLIP H (03/31/00)  -17.18   (m)                       GP(       ) 3 1
 AI4364
 AI4364.Superseded values are not recommended for survey control.
 AI4364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4364.See file dsdata.txt to determine how the superseded data were derived.
 AI4364
 AI4364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7779070919(NAD 83)
 AI4364_MARKER: DD = SURVEY DISK
 AI4364_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI4364_SP_SET: CONCRETE BRIDGE SIDEWALK
 AI4364_STAMPING: 6 W 1 1999
 AI4364_MARK LOGO: NJGS  
 AI4364_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI4364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4364+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI4364
 AI4364  HISTORY     - Date     Condition        Report By
 AI4364  HISTORY     - 1999     MONUMENTED       NJGS
 AI4364
 AI4364                          STATION DESCRIPTION
 AI4364
 AI4364'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (ECB)
 AI4364'THE STATION IS LOCATED IN UPPER DEERFIELD TOWNSHIP ON THE NORTH SIDE
 AI4364'OF FINLEY ROAD, COUNTY ROAD 617.  TO REACH THE STATION FROM THE
 AI4364'INTERSECTION OF STATE ROUTE 77 AND FINLEY ROAD, GO WEST ON FINLEY ROAD
 AI4364'FOR 2.9 MI (4.7 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN A DRILL
 AI4364'HOLE IN THE NORTH CONCRETE SIDEWALK AT THE NORTHEAST END OF THE BRIDGE
 AI4364'CARRYING FINLEY ROAD OVER THE COHANSEY RIVER, BRIDGE NUMBER UD 42, AT
 AI4364'AN OVERFLOW SPILLWAY.  THE STATION IS 0.75 M (2.46 FT) WEST FROM THE
 AI4364'EAST END OF THE NORTH CONCRETE BRIDGE SIDEWALK, 5.2 M (17.1 FT) NORTH
 AI4364'FROM THE CENTERLINE OF FINLEY ROAD, 5.9 M (19.4 FT) EAST FROM THE
 AI4364'CENTERLINE OF THE BRIDGE AND 11.0 M (36.1 FT) WEST FROM WOOD UTILITY
 AI4364'POLE NUMBER 49.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4365 ***********************************************************************
 AI4365  DESIGNATION -  6 X 1
 AI4365  PID         -  AI4365
 AI4365  STATE/COUNTY-  NJ/CUMBERLAND
 AI4365  USGS QUAD   -  BRIDGETON (1977)
 AI4365
 AI4365                         *CURRENT SURVEY CONTROL
 AI4365  ___________________________________________________________________
 AI4365* NAD 83(1996)-  39 29 54.62475(N)    075 12 36.67990(W)     ADJUSTED  
 AI4365* NAVD 88     -        28.4    (meters)      93.     (feet)  GPS OBS   
 AI4365  ___________________________________________________________________
 AI4365  X           -   1,258,067.851 (meters)                     COMP
 AI4365  Y           -  -4,765,026.554 (meters)                     COMP
 AI4365  Z           -   4,035,172.270 (meters)                     COMP
 AI4365  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 AI4365  ELLIP HEIGHT-          -5.24  (meters)          (09/25/02) GPS OBS
 AI4365  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 AI4365
 AI4365  HORZ ORDER  -  FIRST
 AI4365  ELLP ORDER  -  FOURTH    CLASS I
 AI4365
 AI4365.The horizontal coordinates were established by GPS observations
 AI4365.and adjusted by the National Geodetic Survey in March 2000..
 AI4365
 AI4365.The orthometric height was determined by GPS observations and a
 AI4365.high-resolution geoid model.
 AI4365
 AI4365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4365
 AI4365.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4365
 AI4365.The ellipsoidal height was determined by GPS observations
 AI4365.and is referenced to NAD 83.
 AI4365
 AI4365.The geoid height was determined by GEOID03.
 AI4365
 AI4365;                    North         East     Units Scale Factor Converg.
 AI4365;SPC NJ       -    74,080.075    88,918.727   MT  0.99994592   -0 27 06.2
 AI4365;SPC NJ       -   243,044.38    291,727.52   sFT  0.99994592   -0 27 06.2
 AI4365;UTM  18      - 4,372,119.885   481,927.775   MT  0.99960402   -0 08 01.3
 AI4365
 AI4365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4365!SPC NJ       -   1.00000082  x   0.99994592  =   0.99994674
 AI4365!UTM  18      -   1.00000082  x   0.99960402  =   0.99960484
 AI4365
 AI4365                          SUPERSEDED SURVEY CONTROL
 AI4365
 AI4365  ELLIP H (03/31/00)   -5.24   (m)                       GP(       ) 3 1
 AI4365
 AI4365.Superseded values are not recommended for survey control.
 AI4365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4365.See file dsdata.txt to determine how the superseded data were derived.
 AI4365
 AI4365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8192872120(NAD 83)
 AI4365_MARKER: DD = SURVEY DISK
 AI4365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4365_STAMPING: 6 X 1 1999
 AI4365_MARK LOGO: NJGS  
 AI4365_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4365+STABILITY: SURFACE MOTION
 AI4365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4365+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI4365
 AI4365  HISTORY     - Date     Condition        Report By
 AI4365  HISTORY     - 1999     MONUMENTED       NJGS
 AI4365
 AI4365                          STATION DESCRIPTION
 AI4365
 AI4365'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (RJK)
 AI4365'THE STATION IS LOCATED IN UPPER DEERFIELD TOWNSHIP ON THE GROUNDS OF
 AI4365'THE UPPER DEERFIELD TOWNSHIP RECREATION AREA AND SPORTS COMPLEX.  TO
 AI4365'REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 77 AND COUNTY
 AI4365'ROAD 540 IN THE COMMUNITY OF DEERFIELD, GO SOUTH ON STATE ROUTE 77 FOR
 AI4365'2.1 MI (3.4 KM) TO THE TEE JUNCTION WITH HOOVER ROAD ON THE LEFT, TURN
 AI4365'LEFT AND GO NORTHEAST ON HOOVER ROAD FOR 0.3 MI (0.5 KM) TO THE
 AI4365'JUNCTION WITH VETERANS DRIVE ON THE RIGHT.  TURN RIGHT AND GO
 AI4365'SOUTHEAST ON VETERANS DRIVE FOR 0.1 MI (0.2 KM) TO THE STATION AHEAD,
 AI4365'SET FLUSH WITH THE GROUND IN A CIRCULAR GRASS ISLAND IN FRONT OF A
 AI4365'MARBLE AND GRANITE VETERANS MEMORIAL AT THE CENTER OF THE ISLAND AND
 AI4365'ALSO IN LINE WITH THE CENTERLINE OF VETERANS DRIVE.  THE STATION IS
 AI4365'2.5 M (8.2 FT) SOUTH FROM THE CURB OF THE CIRCULAR GRASS ISLAND, 12.5
 AI4365'M (41.0 FT) NORTH NORTHWEST FROM THE NORTHEAST CORNER OF THE CONCRETE
 AI4365'BASE FOR THE VETERANS MEMORIAL, 12.4 M (40.7 FT) NORTH NORTHEAST FROM
 AI4365'THE NORTHWEST CORNER OF THE CONCRETE BASE FOR THE VETERANS MEMORIAL
 AI4365'AND 14.1 M (46.3 FT) NORTH FROM THE FLAGPOLE IN THE CENTER OF THE
 AI4365'CIRCULAR GRASS ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7208 ***********************************************************************
 AA7208  DESIGNATION -  6004
 AA7208  PID         -  AA7208
 AA7208  STATE/COUNTY-  NJ/CUMBERLAND
 AA7208  USGS QUAD   -  PORT NORRIS (1992)
 AA7208
 AA7208                         *CURRENT SURVEY CONTROL
 AA7208  ___________________________________________________________________
 AA7208* NAD 83(1996)-  39 14 48.28788(N)    075 02 46.72678(W)     ADJUSTED  
 AA7208* NAVD 88     -         2.306  (meters)       7.57   (feet)  ADJUSTED  
 AA7208  ___________________________________________________________________
 AA7208  X           -   1,276,261.408 (meters)                     COMP
 AA7208  Y           -  -4,778,519.257 (meters)                     COMP
 AA7208  Z           -   4,013,548.096 (meters)                     COMP
 AA7208  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AA7208  ELLIP HEIGHT-         -32.11  (meters)          (10/23/02) GPS OBS
 AA7208  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 AA7208  DYNAMIC HT  -           2.305 (meters)       7.56  (feet)  COMP
 AA7208  MODELED GRAV-     980,097.2   (mgal)                       NAVD 88
 AA7208
 AA7208  HORZ ORDER  -  FIRST
 AA7208  VERT ORDER  -  FIRST     CLASS II
 AA7208  ELLP ORDER  -  FOURTH    CLASS I
 AA7208
 AA7208.The horizontal coordinates were established by GPS observations
 AA7208.and adjusted by the National Geodetic Survey in May 1999..
 AA7208
 AA7208.The orthometric height was determined by differential leveling
 AA7208.and adjusted by the National Geodetic Survey in March 2001..
 AA7208.No vertical observational check was made to the station.
 AA7208
 AA7208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7208
 AA7208.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7208
 AA7208.The ellipsoidal height was determined by GPS observations
 AA7208.and is referenced to NAD 83.
 AA7208
 AA7208.The geoid height was determined by GEOID03.
 AA7208
 AA7208.The dynamic height is computed by dividing the NAVD 88
 AA7208.geopotential number by the normal gravity value computed on the
 AA7208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7208.degrees latitude (g = 980.6199 gals.).
 AA7208
 AA7208.The modeled gravity was interpolated from observed gravity values.
 AA7208
 AA7208;                    North         East     Units Scale Factor Converg.
 AA7208;SPC NJ       -    46,033.237   102,844.253   MT  0.99992737   -0 20 44.3
 AA7208;SPC NJ       -   151,027.38    337,414.85   sFT  0.99992737   -0 20 44.3
 AA7208;UTM  18      - 4,344,159.925   496,003.643   MT  0.99960020   -0 01 45.5
 AA7208
 AA7208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7208!SPC NJ       -   1.00000504  x   0.99992737  =   0.99993241
 AA7208!UTM  18      -   1.00000504  x   0.99960020  =   0.99960524
 AA7208
 AA7208                          SUPERSEDED SURVEY CONTROL
 AA7208
 AA7208  ELLIP H (05/14/99)  -32.12   (m)                       GP(       ) 4 1
 AA7208  NAD 83(1992)-  39 14 48.28747(N)    075 02 46.72633(W) AD(       ) 1
 AA7208  ELLIP H (08/04/95)  -32.17   (m)                       GP(       ) 3 1
 AA7208
 AA7208.Superseded values are not recommended for survey control.
 AA7208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7208.See file dsdata.txt to determine how the superseded data were derived.
 AA7208
 AA7208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9600444160(NAD 83)
 AA7208_MARKER: DD = SURVEY DISK
 AA7208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7208_STAMPING: 6004
 AA7208_MARK LOGO: CGS+SS
 AA7208_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7208+STABILITY: SURFACE MOTION
 AA7208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7208+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1998
 AA7208
 AA7208  HISTORY     - Date     Condition        Report By
 AA7208  HISTORY     - 1948     MONUMENTED       NJGS
 AA7208  HISTORY     - 19940831 GOOD             NJGS
 AA7208  HISTORY     - 19980218 GOOD             NJGS
 AA7208
 AA7208                          STATION DESCRIPTION
 AA7208
 AA7208'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA7208'THE STATION IS LOCATED IN COMMERCIAL TOWNSHIP, IN THE TOWN OF PORT
 AA7208'NORRIS.  TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 649 AND
 AA7208'COUNTY ROAD 553 IN PORT NORRIS, PROCEED 1.0 MI (1.6 KM) WEST OF COUNTY
 AA7208'ROAD 553 TO THE STATION ON THE RIGHT.  THE STATION IS 15.4 FT (4.7 M)
 AA7208'NORTH OF THE CENTERLINE OF COUNTY ROAD 553, 30.5 FT (9.3 M) EAST OF
 AA7208'POLE NUMBER 5738 AND 45.5 FT (13.9 M) SOUTHWEST OF THE SOUTHWEST
 AA7208'CORNER OF THE HOUSE OF FRED ROANE.
 AA7208
 AA7208                          STATION RECOVERY (1998)
 AA7208
 AA7208'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (JVS)
 AA7208'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9731 ***********************************************************************
 AI9731  DESIGNATION -  6005
 AI9731  PID         -  AI9731
 AI9731  STATE/COUNTY-  NJ/CUMBERLAND
 AI9731  USGS QUAD   -  PORT NORRIS (1992)
 AI9731
 AI9731                         *CURRENT SURVEY CONTROL
 AI9731  ___________________________________________________________________
 AI9731* NAD 83(1986)-  39 14 48.     (N)    075 02 33.     (W)     SCALED    
 AI9731* NAVD 88     -         2.462  (meters)       8.08   (feet)  ADJUSTED  
 AI9731  ___________________________________________________________________
 AI9731  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 AI9731  DYNAMIC HT  -           2.460 (meters)       8.07  (feet)  COMP
 AI9731  MODELED GRAV-     980,097.1   (mgal)                       NAVD 88
 AI9731
 AI9731  VERT ORDER  -  FIRST     CLASS II
 AI9731
 AI9731.The horizontal coordinates were scaled from a topographic map and have
 AI9731.an estimated accuracy of +/- 6 seconds.
 AI9731
 AI9731.The orthometric height was determined by differential leveling
 AI9731.and adjusted by the National Geodetic Survey in March 2001..
 AI9731.No vertical observational check was made to the station.
 AI9731
 AI9731.The geoid height was determined by GEOID03.
 AI9731
 AI9731.The dynamic height is computed by dividing the NAVD 88
 AI9731.geopotential number by the normal gravity value computed on the
 AI9731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9731.degrees latitude (g = 980.6199 gals.).
 AI9731
 AI9731.The modeled gravity was interpolated from observed gravity values.
 AI9731
 AI9731;                    North         East    Units  Estimated Accuracy
 AI9731;SPC NJ       -    46,020.      103,170.      MT  (+/- 180 meters Scaled)
 AI9731
 AI9731                          SUPERSEDED SURVEY CONTROL
 AI9731
 AI9731.No superseded survey control is available for this station.
 AI9731
 AI9731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ963441(NAD 83)
 AI9731_MARKER: DD = SURVEY DISK
 AI9731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9731_STAMPING: 6005
 AI9731_MARK LOGO: CGS+SS
 AI9731_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9731+STABILITY: SURFACE MOTION
 AI9731_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9731+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1998
 AI9731
 AI9731  HISTORY     - Date     Condition        Report By
 AI9731  HISTORY     - 1935     MONUMENTED       NJGS
 AI9731  HISTORY     - 19980916 GOOD             NJGS
 AI9731
 AI9731                          STATION DESCRIPTION
 AI9731
 AI9731'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9731'THE STATION IS LOCATED IN COMMERCIAL TOWNSHIP IN THE COMMUNITY OF PORT
 AI9731'NORRIS ON THE SOUTH SIDE OF MAIN STREET, COUNTY ROAD 553.  TO REACH
 AI9731'THE STATION FORM THE JUNCTION OF STATE ROUTE 47 AND THE SOUTHERN
 AI9731'TERMINUS OF STATE ROUTE 55 AT MILEPOINT 20, GO 2.9 MI (4.7 KM) SOUTH
 AI9731'ON STATE ROUTE 47 TO THE JUNCTION WITH STATE ROUTE 347 AT A LEFT WYE
 AI9731'TURN.  CONTINUE SOUTH ON STATE ROUTE 47 FOR 0.15 MI (0.24 KM) TO THE
 AI9731'JUNCTION WITH COUNTY ROAD 670.  TURN RIGHT AND GO 1.5 MI (2.4 KM) WEST
 AI9731'ON COUNTY ROAD 670 TO THE JUNCTION WITH BUCKSHUTEM ROAD, COUNTY ROAD
 AI9731'744 AT A BLINKING YELLOW TRAFFIC LIGHT.  TURN LEFT AND GO SOUTH ON
 AI9731'BUCKSHUTEM ROAD FOR 0.2 MI (0.3 KM) TO THE INTERSECTION WITH HIGHLAND
 AI9731'STREET IN MAURICETOWN.  TURN RIGHT AND GO WEST ON HIGHLAND STREET FOR
 AI9731'0.85 MI (1.37 KM) TO THE CROSSROADS INTERSECTION WITH COUNTY ROAD 649
 AI9731'AT A STOP SIGN AND BLINKING RED TRAFFIC LIGHT.  TURN LEFT AND GO SOUTH
 AI9731'ON COUNTY ROAD 649 FOR 1.2 MI (1.9 KM) TO A STOP SIGN AT A SKEWED TEE
 AI9731'INTERSECTION WITH NORTH AVENUE.  TURN LEFT AND CONTINUE SOUTH ON
 AI9731'COUNTY ROAD 649 FOR 2.6 MI (4.2 KM) TO THE TEE JUNCTION WITH MAIN
 AI9731'STREET, COUNTY ROAD 553 IN PORT NORRIS.  TURN RIGHT AND GO WEST ON
 AI9731'MAIN STREET FOR 0.73 MI (1.17 KM) TO THE TEE INTERSECTION WITH LINCOLN
 AI9731'STREET ON THE RIGHT AND THE STATION ON THE LEFT, SET ABOUT 0.05 M
 AI9731'(0.16 FT) BELOW THE GROUND IN FRONT OF HOUSE NUMBER 1633, A TWO AND
 AI9731'ONE HALF STORY FRAME DWELLING.  THE STATION IS 5.6 M (18.4 FT) SOUTH
 AI9731'FROM THE CENTERLINE OF COUNTY ROAD 553, 7.9 M (25.9 FT) NORTHWEST FROM
 AI9731'THE NORTHEAST CORNER OF THE HOUSE, 9.9 M (32.5 FT) NORTHEAST FROM THE
 AI9731'NORTHWEST CORNER OF THE HOUSE, 9.8 M (32.2 FT) WEST FROM UTILITY POLE
 AI9731'NUMBER B 18353, 0.40 M (1.31 FT) SOUTH FROM THE SOUTH CURB OF MAIN
 AI9731'STREET AND 1.85 M (6.07 FT) EAST FROM THE EXTENDED CENTERLINE OF
 AI9731'LINCOLN AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7209 ***********************************************************************
 AA7209  DESIGNATION -  6006
 AA7209  PID         -  AA7209
 AA7209  STATE/COUNTY-  NJ/CUMBERLAND
 AA7209  USGS QUAD   -  PORT NORRIS (1992)
 AA7209
 AA7209                         *CURRENT SURVEY CONTROL
 AA7209  ___________________________________________________________________
 AA7209* NAD 83(1996)-  39 14 41.98950(N)    075 01 42.69754(W)     ADJUSTED  
 AA7209* NAVD 88     -         3.226  (meters)      10.58   (feet)  ADJUSTED  
 AA7209  ___________________________________________________________________
 AA7209  X           -   1,277,776.634 (meters)                     COMP
 AA7209  Y           -  -4,778,242.238 (meters)                     COMP
 AA7209  Z           -   4,013,398.249 (meters)                     COMP
 AA7209  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AA7209  ELLIP HEIGHT-         -31.20  (meters)          (10/23/02) GPS OBS
 AA7209  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 AA7209  DYNAMIC HT  -           3.224 (meters)      10.58  (feet)  COMP
 AA7209  MODELED GRAV-     980,096.5   (mgal)                       NAVD 88
 AA7209
 AA7209  HORZ ORDER  -  FIRST
 AA7209  VERT ORDER  -  FIRST     CLASS II
 AA7209  ELLP ORDER  -  FOURTH    CLASS I
 AA7209
 AA7209.The horizontal coordinates were established by GPS observations
 AA7209.and adjusted by the National Geodetic Survey in May 1999..
 AA7209
 AA7209.The orthometric height was determined by differential leveling
 AA7209.and adjusted by the National Geodetic Survey in March 2001..
 AA7209.No vertical observational check was made to the station.
 AA7209
 AA7209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7209
 AA7209.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7209
 AA7209.The ellipsoidal height was determined by GPS observations
 AA7209.and is referenced to NAD 83.
 AA7209
 AA7209.The geoid height was determined by GEOID03.
 AA7209
 AA7209.The dynamic height is computed by dividing the NAVD 88
 AA7209.geopotential number by the normal gravity value computed on the
 AA7209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7209.degrees latitude (g = 980.6199 gals.).
 AA7209
 AA7209.The modeled gravity was interpolated from observed gravity values.
 AA7209
 AA7209;                    North         East     Units Scale Factor Converg.
 AA7209;SPC NJ       -    45,829.909   104,378.342   MT  0.99992562   -0 20 03.7
 AA7209;SPC NJ       -   150,360.29    342,447.94   sFT  0.99992562   -0 20 03.7
 AA7209;UTM  18      - 4,343,965.133   497,538.330   MT  0.99960007   -0 01 05.0
 AA7209
 AA7209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7209!SPC NJ       -   1.00000490  x   0.99992562  =   0.99993051
 AA7209!UTM  18      -   1.00000490  x   0.99960007  =   0.99960496
 AA7209
 AA7209                          SUPERSEDED SURVEY CONTROL
 AA7209
 AA7209  ELLIP H (05/14/99)  -31.21   (m)                       GP(       ) 4 1
 AA7209  NAD 83(1992)-  39 14 41.98909(N)    075 01 42.69709(W) AD(       ) 1
 AA7209  ELLIP H (08/04/95)  -31.26   (m)                       GP(       ) 3 1
 AA7209
 AA7209.Superseded values are not recommended for survey control.
 AA7209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7209.See file dsdata.txt to determine how the superseded data were derived.
 AA7209
 AA7209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9753843965(NAD 83)
 AA7209_MARKER: DD = SURVEY DISK
 AA7209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7209_STAMPING: 6006
 AA7209_MARK LOGO: CGS+SS
 AA7209_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7209+STABILITY: SURFACE MOTION
 AA7209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7209+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1998
 AA7209
 AA7209  HISTORY     - Date     Condition        Report By
 AA7209  HISTORY     - 1948     MONUMENTED       NJGS
 AA7209  HISTORY     - 19940831 GOOD             NJGS
 AA7209  HISTORY     - 19980922 GOOD             NJGS
 AA7209
 AA7209                          STATION DESCRIPTION
 AA7209
 AA7209'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA7209'THE STATION IS LOCATED IN COMMERCIAL TOWNSHIP, IN THE TOWN OF PORT
 AA7209'NORRIS, AT THE TEE JUNCTION OF COUNTY ROAD 649 AND COUNTY ROAD 553.
 AA7209'THE STATION IS ON THE SOUTH SIDE OF 553, 44.5 FT (13.6 M) SOUTHWEST OF
 AA7209'POLE NUMBER B5953 ON THE NORTHEAST CORNER OF COUNTY ROAD 553 AND 649,
 AA7209'9.7 FT (3.0 M) WEST OF POLE NUMBER B18235 AND 35.5 FT (10.8 M)
 AA7209'NORTHEAST OF A 16 INCH CEDAR TREE.
 AA7209
 AA7209                          STATION RECOVERY (1998)
 AA7209
 AA7209'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AA7209'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9727 ***********************************************************************
 AI9727  DESIGNATION -  6011
 AI9727  PID         -  AI9727
 AI9727  STATE/COUNTY-  NJ/CUMBERLAND
 AI9727  USGS QUAD   -  DIVIDING CREEK (1986)
 AI9727
 AI9727                         *CURRENT SURVEY CONTROL
 AI9727  ___________________________________________________________________
 AI9727* NAD 83(1986)-  39 17 22.     (N)    075 01 12.     (W)     SCALED    
 AI9727* NAVD 88     -        11.261  (meters)      36.95   (feet)  ADJUSTED  
 AI9727  ___________________________________________________________________
 AI9727  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 AI9727  DYNAMIC HT  -          11.255 (meters)      36.93  (feet)  COMP
 AI9727  MODELED GRAV-     980,105.7   (mgal)                       NAVD 88
 AI9727
 AI9727  VERT ORDER  -  FIRST     CLASS II
 AI9727
 AI9727.The horizontal coordinates were scaled from a topographic map and have
 AI9727.an estimated accuracy of +/- 6 seconds.
 AI9727
 AI9727.The orthometric height was determined by differential leveling
 AI9727.and adjusted by the National Geodetic Survey in March 2001..
 AI9727.No vertical observational check was made to the station.
 AI9727
 AI9727.The geoid height was determined by GEOID03.
 AI9727
 AI9727.The dynamic height is computed by dividing the NAVD 88
 AI9727.geopotential number by the normal gravity value computed on the
 AI9727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9727.degrees latitude (g = 980.6199 gals.).
 AI9727
 AI9727.The modeled gravity was interpolated from observed gravity values.
 AI9727
 AI9727;                    North         East    Units  Estimated Accuracy
 AI9727;SPC NJ       -    50,760.      105,140.      MT  (+/- 180 meters Scaled)
 AI9727
 AI9727                          SUPERSEDED SURVEY CONTROL
 AI9727
 AI9727.No superseded survey control is available for this station.
 AI9727
 AI9727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ982488(NAD 83)
 AI9727_MARKER: DD = SURVEY DISK
 AI9727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9727_STAMPING: 6011
 AI9727_MARK LOGO: CGS+SS
 AI9727_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9727+STABILITY: SURFACE MOTION
 AI9727_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9727+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1998
 AI9727
 AI9727  HISTORY     - Date     Condition        Report By
 AI9727  HISTORY     - 1935     MONUMENTED       NJGS
 AI9727  HISTORY     - 19980916 GOOD             NJGS
 AI9727
 AI9727                          STATION DESCRIPTION
 AI9727
 AI9727'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9727'THE STATION IS LOCATED IN COMMERCIAL TOWNSHIP IN THE COMMUNITY OF
 AI9727'HALEYVILLE ON THE SOUTH SIDE OF HIGHLAND STREET, ALSO KNOWN AS HIGH
 AI9727'STREET.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 AND
 AI9727'THE SOUTHERN TERMINUS OF STATE ROUTE 55 AT MILEPOINT 20, GO 2.9 MI
 AI9727'(4.7 KM) SOUTH ON STATE ROUTE 47 TO THE JUNCTION WITH STATE ROUTE 347
 AI9727'AT A LEFT WYE TURN.  CONTINUE SOUTH ON STATE ROUTE 47 FOR 0.15 MI
 AI9727'(0.24 KM) TO THE JUNCTION WITH COUNTY ROAD 670.  TURN RIGHT AND GO
 AI9727'WEST ON COUNTY ROAD 670 FOR 1.5 MI (2.4 KM) TO THE JUNCTION WITH
 AI9727'BUCKSHUTEM ROAD AT A BLINKING YELLOW TRAFFIC LIGHT.  TURN LEFT AND GO
 AI9727'SOUTH ON BUCKSHUTEM ROAD, COUNTY ROAD 744 FOR 0.2 MI (0.3 KM) TO THE
 AI9727'INTERSECTION WITH HIGHLAND STREET IN MAURICETOWN.  TURN RIGHT AND GO
 AI9727'WEST ON HIGHLAND STREET FOR 0.85 MI (1.37 KM) TO THE CROSSROADS
 AI9727'INTERSECTION WITH COUNTY ROAD 649 AT A STOP SIGN AND BLINKING RED
 AI9727'TRAFFIC LIGHT.  CONTINUE WEST ON HIGHLAND STREET FOR 0.60 MI (0.97 KM)
 AI9727'TO THE CROSSROADS INTERSECTION WITH NORTH AVENUE TO THE SOUTH,
 AI9727'STEEPRUN ROAD TO THE NORTH AND THE STATION ON THE LEFT, SET ABOUT 0.05
 AI9727'M (0.16 FT) BELOW THE GROUND AT THE SOUTHEAST CORNER OF THE
 AI9727'INTERSECTION.  THE STATION IS 2.8 M (9.2 FT) WEST FROM UTILITY POLE
 AI9727'NUMBER L216/1, 7.3 M (24.0 FT) EAST FROM THE CENTERLINE OF STEEP RUN
 AI9727'ROAD, 17.8 M (58.4 FT) NORTHEAST FROM UTILITY POLE NUMBER BT 20123 CD,
 AI9727'5.3 M (17.4 FT) NORTHWEST FROM THE NORTHWEST CORNER OF HOUSE NUMBER
 AI9727'8721, A TWO AND ONE HALF STORY FRAME DWELLING AND 7.6 M (24.9 FT)
 AI9727'SOUTHWEST FROM THE CENTERLINE OF HIGHLAND STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9726 ***********************************************************************
 AI9726  DESIGNATION -  6013
 AI9726  PID         -  AI9726
 AI9726  STATE/COUNTY-  NJ/CUMBERLAND
 AI9726  USGS QUAD   -  DIVIDING CREEK (1986)
 AI9726
 AI9726                         *CURRENT SURVEY CONTROL
 AI9726  ___________________________________________________________________
 AI9726* NAD 83(1986)-  39 17 15.     (N)    075 00 22.     (W)     SCALED    
 AI9726* NAVD 88     -         7.267  (meters)      23.84   (feet)  ADJUSTED  
 AI9726  ___________________________________________________________________
 AI9726  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 AI9726  DYNAMIC HT  -           7.263 (meters)      23.83  (feet)  COMP
 AI9726  MODELED GRAV-     980,104.9   (mgal)                       NAVD 88
 AI9726
 AI9726  VERT ORDER  -  FIRST     CLASS II
 AI9726
 AI9726.The horizontal coordinates were scaled from a topographic map and have
 AI9726.an estimated accuracy of +/- 6 seconds.
 AI9726
 AI9726.The orthometric height was determined by differential leveling
 AI9726.and adjusted by the National Geodetic Survey in March 2001..
 AI9726.No vertical observational check was made to the station.
 AI9726
 AI9726.The geoid height was determined by GEOID03.
 AI9726
 AI9726.The dynamic height is computed by dividing the NAVD 88
 AI9726.geopotential number by the normal gravity value computed on the
 AI9726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9726.degrees latitude (g = 980.6199 gals.).
 AI9726
 AI9726.The modeled gravity was interpolated from observed gravity values.
 AI9726
 AI9726;                    North         East    Units  Estimated Accuracy
 AI9726;SPC NJ       -    50,540.      106,340.      MT  (+/- 180 meters Scaled)
 AI9726
 AI9726                          SUPERSEDED SURVEY CONTROL
 AI9726
 AI9726.No superseded survey control is available for this station.
 AI9726
 AI9726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ994486(NAD 83)
 AI9726_MARKER: DD = SURVEY DISK
 AI9726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9726_STAMPING: 6013
 AI9726_MARK LOGO: CGS+SS
 AI9726_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9726+STABILITY: SURFACE MOTION
 AI9726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9726+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1998
 AI9726
 AI9726  HISTORY     - Date     Condition        Report By
 AI9726  HISTORY     - 1935     MONUMENTED       NJGS
 AI9726  HISTORY     - 19980916 GOOD             NJGS
 AI9726
 AI9726                          STATION DESCRIPTION
 AI9726
 AI9726'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9726'THE STATION IS LOCATED IN COMMERCIAL TOWNSHIP IN THE COMMUNITY OF
 AI9726'MAURICETOWN ON THE NORTH SIDE OF HIGHLAND STREET, ALSO KNOWN AS HIGH
 AI9726'STREET.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 AND
 AI9726'THE SOUTHERN TERMINUS OF STATE ROUTE 55 AT MILEPOINT 20, GO 2.9 MI
 AI9726'(4.7 KM) SOUTH ON STATE ROUTE 47 TO THE JUNCTION WITH STATE ROUTE 347
 AI9726'AT A LEFT WYE TURN.  CONTINUE SOUTH ON STATE ROUTE 47 FOR 0.15 MI
 AI9726'(0.24 KM) TO THE JUNCTION WITH COUNTY ROAD 670.  TURN RIGHT AND GO
 AI9726'WEST ON COUNTY ROAD 670 FOR 1.5 MI (2.4 KM) TO THE JUNCTION WITH
 AI9726'BUCKSHUTEM ROAD AT A BLINKING YELLOW TRAFFIC LIGHT.  TURN LEFT AND GO
 AI9726'SOUTH ON BUCKSHUTEM ROAD, COUNTY ROAD 744 FOR 0.2 MI (0.3 KM) TO THE
 AI9726'INTERSECTION WITH HIGHLAND STREET IN MAURICETOWN.  TURN RIGHT AND GO
 AI9726'WEST ON HIGHLAND STREET FOR 0.7 MI (1.1 KM) TO THE STATION ON THE
 AI9726'RIGHT, SET FLUSH WITH THE GROUND, NORTHWEST AND ACROSS THE ROAD FROM
 AI9726'THE DANIEL COMPTON HOUSE HISTORIC SITE, A TWO AND ONE HALF STORY FRAME
 AI9726'DWELLING, HOUSE NUMBER 9031, BUILT IN 1857.  THE STATION IS 22.4 M
 AI9726'(73.5 FT) WEST FROM WOOD UTILITY POLE NUMBER B45414, 6.3 M (20.7 FT)
 AI9726'NORTHEAST FROM THE CENTERLINE OF HIGHLAND STREET, 15.0 M (49.2 FT)
 AI9726'SOUTHEAST FROM WOOD UTILITY POLE NUMBER 6164 AND 3.0 M (9.8 FT)
 AI9726'SOUTHEAST FROM THE CENTERLINE OF THE DRIVEWAY EXTENDED LEADING TO THE
 AI9726'COMPTON HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9736 ***********************************************************************
 AI9736  DESIGNATION -  6014
 AI9736  PID         -  AI9736
 AI9736  STATE/COUNTY-  NJ/CUMBERLAND
 AI9736  USGS QUAD   -  DIVIDING CREEK (1986)
 AI9736
 AI9736                         *CURRENT SURVEY CONTROL
 AI9736  ___________________________________________________________________
 AI9736* NAD 83(1986)-  39 17 11.     (N)    075 00 01.     (W)     SCALED    
 AI9736* NAVD 88     -         5.023  (meters)      16.48   (feet)  ADJUSTED  
 AI9736  ___________________________________________________________________
 AI9736  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 AI9736  DYNAMIC HT  -           5.020 (meters)      16.47  (feet)  COMP
 AI9736  MODELED GRAV-     980,104.6   (mgal)                       NAVD 88
 AI9736
 AI9736  VERT ORDER  -  FIRST     CLASS II
 AI9736
 AI9736.The horizontal coordinates were scaled from a topographic map and have
 AI9736.an estimated accuracy of +/- 6 seconds.
 AI9736
 AI9736.The orthometric height was determined by differential leveling
 AI9736.and adjusted by the National Geodetic Survey in March 2001..
 AI9736.No vertical observational check was made to the station.
 AI9736
 AI9736.The geoid height was determined by GEOID03.
 AI9736
 AI9736.The dynamic height is computed by dividing the NAVD 88
 AI9736.geopotential number by the normal gravity value computed on the
 AI9736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9736.degrees latitude (g = 980.6199 gals.).
 AI9736
 AI9736.The modeled gravity was interpolated from observed gravity values.
 AI9736
 AI9736;                    North         East    Units  Estimated Accuracy
 AI9736;SPC NJ       -    50,410.      106,840.      MT  (+/- 180 meters Scaled)
 AI9736
 AI9736                          SUPERSEDED SURVEY CONTROL
 AI9736
 AI9736.No superseded survey control is available for this station.
 AI9736
 AI9736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ999485(NAD 83)
 AI9736_MARKER: DD = SURVEY DISK
 AI9736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9736_STAMPING: 6014
 AI9736_MARK LOGO: CGS+SS
 AI9736_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9736+STABILITY: SURFACE MOTION
 AI9736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9736+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1998
 AI9736
 AI9736  HISTORY     - Date     Condition        Report By
 AI9736  HISTORY     - 1935     MONUMENTED       NJGS
 AI9736  HISTORY     - 19980927 GOOD             NJGS
 AI9736
 AI9736                          STATION DESCRIPTION
 AI9736
 AI9736'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 AI9736'THE STATION IS LOCATED IN COMMERCIAL TOWNSHIP IN THE COMMUNITY OF
 AI9736'MAURICETOWN ON THE NORTH SIDE OF HIGHLAND STREET, ALSO KNOWN AS HIGH
 AI9736'STREET.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 AND
 AI9736'THE SOUTHERN TERMINUS OF STATE ROUTE 55 AT MILEPOINT 20, GO 2.9 MI
 AI9736'(4.7 KM) SOUTH ON STATE ROUTE 47 TO THE JUNCTION WITH STATE ROUTE 347
 AI9736'AT A LEFT WYE TURN.  CONTINUE SOUTH ON STATE ROUTE 47 FOR 0.15 MI
 AI9736'(0.24 KM) TO THE JUNCTION WITH COUNTY ROAD 670.  TURN RIGHT AND GO
 AI9736'WEST ON COUNTY ROAD 670 FOR 1.5 MI (2.4 KM) TO THE JUNCTION WITH
 AI9736'BUCKSHUTEM ROAD AT A BLINKING YELLOW TRAFFIC LIGHT.  TURN LEFT AND GO
 AI9736'SOUTH ON BUCKSHUTEM ROAD, COUNTY ROAD 744 FOR 0.2 MI (0.3 KM) TO THE
 AI9736'INTERSECTION WITH HIGHLAND STREET IN MAURICETOWN.  TURN RIGHT AND GO
 AI9736'WEST ON HIGHLAND STREET FOR 0.35 MI (0.56 KM) TO THE STATION ON THE
 AI9736'RIGHT, SET FLUSH WITH THE GROUND.  THE STATION IS 6.3 M (20.7 FT) EAST
 AI9736'FROM WOOD UTILITY POLE NUMBER 6175 2298, 5.8 M (19.0 FT) NORTH FROM
 AI9736'THE CENTERLINE OF HIGHLAND STREET, 14.0 M (45.9 FT) NORTHEAST AND
 AI9736'ACROSS HIGHLAND STREET FROM WOOD UTILITY POLE NUMBER B24728 AND 12.6 M
 AI9736'(41.3 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF HOUSE NUMBER 9508, A
 AI9736'TWO AND ONE HALF STORY FRAME DWELLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9725 ***********************************************************************
 AI9725  DESIGNATION -  6015
 AI9725  PID         -  AI9725
 AI9725  STATE/COUNTY-  NJ/CUMBERLAND
 AI9725  USGS QUAD   -  PORT ELIZABETH (1994)
 AI9725
 AI9725                         *CURRENT SURVEY CONTROL
 AI9725  ___________________________________________________________________
 AI9725* NAD 83(1986)-  39 17 09.     (N)    074 59 42.     (W)     SCALED    
 AI9725* NAVD 88     -         5.173  (meters)      16.97   (feet)  ADJUSTED  
 AI9725  ___________________________________________________________________
 AI9725  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 AI9725  DYNAMIC HT  -           5.170 (meters)      16.96  (feet)  COMP
 AI9725  MODELED GRAV-     980,104.4   (mgal)                       NAVD 88
 AI9725
 AI9725  VERT ORDER  -  FIRST     CLASS II
 AI9725
 AI9725.The horizontal coordinates were scaled from a topographic map and have
 AI9725.an estimated accuracy of +/- 6 seconds.
 AI9725
 AI9725.The orthometric height was determined by differential leveling
 AI9725.and adjusted by the National Geodetic Survey in March 2001..
 AI9725.No vertical observational check was made to the station.
 AI9725
 AI9725.The geoid height was determined by GEOID03.
 AI9725
 AI9725.The dynamic height is computed by dividing the NAVD 88
 AI9725.geopotential number by the normal gravity value computed on the
 AI9725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9725.degrees latitude (g = 980.6199 gals.).
 AI9725
 AI9725.The modeled gravity was interpolated from observed gravity values.
 AI9725
 AI9725;                    North         East    Units  Estimated Accuracy
 AI9725;SPC NJ       -    50,350.      107,300.      MT  (+/- 180 meters Scaled)
 AI9725
 AI9725                          SUPERSEDED SURVEY CONTROL
 AI9725
 AI9725.No superseded survey control is available for this station.
 AI9725
 AI9725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ004484(NAD 83)
 AI9725_MARKER: DD = SURVEY DISK
 AI9725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9725_STAMPING: 6015
 AI9725_MARK LOGO: CGS+SS
 AI9725_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9725+STABILITY: SURFACE MOTION
 AI9725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9725+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1998
 AI9725
 AI9725  HISTORY     - Date     Condition        Report By
 AI9725  HISTORY     - 1935     MONUMENTED       NJGS
 AI9725  HISTORY     - 19980916 GOOD             NJGS
 AI9725
 AI9725                          STATION DESCRIPTION
 AI9725
 AI9725'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9725'THE STATION IS LOCATED IN COMMERCIAL TOWNSHIP IN THE COMMUNITY OF
 AI9725'MAURICETOWN ON THE SOUTH SIDE OF HIGHLAND STREET, ALSO KNOWN AS HIGH
 AI9725'STREET.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 AND
 AI9725'THE SOUTHERN TERMINUS OF STATE ROUTE 55 AT MILEPOINT 20, GO 2.9 MI
 AI9725'(4.7 KM) SOUTH ON STATE ROUTE 47 TO THE JUNCTION WITH STATE ROUTE 347
 AI9725'AT A LEFT WYE TURN.  CONTINUE SOUTH ON STATE ROUTE 47 FOR 0.15 MI
 AI9725'(0.24 KM) TO THE JUNCTION WITH COUNTY ROAD 670.  TURN RIGHT AND GO
 AI9725'WEST ON COUNTY ROAD 670 FOR 1.5 MI (2.4 KM) TO THE JUNCTION WITH
 AI9725'BUCKSHUTEM ROAD AT A BLINKING YELLOW TRAFFIC LIGHT.  TURN LEFT AND GO
 AI9725'SOUTH ON BUCKSHUTEM ROAD, COUNTY ROAD 744 FOR 0.2 MI (0.3 KM) TO THE
 AI9725'INTERSECTION WITH HIGHLAND STREET IN MAURICETOWN.  TURN RIGHT AND GO
 AI9725'WEST ON HIGH STREET FOR 130 M (426.5 FT) TO THE TEE INTERSECTION WITH
 AI9725'SECOND STREET AND THE STATION ON THE LEFT, SET FLUSH WITH THE PAVING
 AI9725'AT THE SOUTHEAST CORNER OF THE INTERSECTION.  THE STATION IS 6.2 M
 AI9725'(20.3 FT) SOUTH SOUTHWEST FROM THE CENTERLINE OF HIGHLAND STREET, 5.8
 AI9725'M (19.0 FT) EAST SOUTHEAST FROM THE CENTERLINE OF SECOND STREET, 13.4
 AI9725'M (44.0 FT) SOUTHEAST FROM UTILITY POLE NUMBER B6187, 10.9 M (35.8 FT)
 AI9725'WEST NORTHWEST FROM AN 8 INCH SQUARE MARBLE POST, 11.3 M (37.1 FT)
 AI9725'NORTHWEST FROM THE NORTHWEST CORNER OF HOUSE NUMBER 9567, A TWO AND
 AI9725'ONE HALF STORY FRAME DWELLING AND 0.1 M (0.3 FT) NORTHWEST FROM A
 AI9725'STREET SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0110 ***********************************************************************
 KV0110  DESIGNATION -  60.576 DLWRR
 KV0110  PID         -  KV0110
 KV0110  STATE/COUNTY-  NJ/ESSEX
 KV0110  USGS QUAD   -  ELIZABETH (1995)
 KV0110
 KV0110                         *CURRENT SURVEY CONTROL
 KV0110  ___________________________________________________________________
 KV0110* NAD 83(1986)-  40 44 51.     (N)    074 10 20.     (W)     SCALED    
 KV0110* NAVD 88     -        18.213  (meters)      59.75   (feet)  ADJUSTED  
 KV0110  ___________________________________________________________________
 KV0110  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KV0110  DYNAMIC HT  -          18.205 (meters)      59.73  (feet)  COMP
 KV0110  MODELED GRAV-     980,219.7   (mgal)                       NAVD 88
 KV0110
 KV0110  VERT ORDER  -  FIRST     CLASS II
 KV0110
 KV0110.The horizontal coordinates were scaled from a topographic map and have
 KV0110.an estimated accuracy of +/- 6 seconds.
 KV0110
 KV0110.The orthometric height was determined by differential leveling
 KV0110.and adjusted by the National Geodetic Survey in June 1991..
 KV0110
 KV0110.The geoid height was determined by GEOID03.
 KV0110
 KV0110.The dynamic height is computed by dividing the NAVD 88
 KV0110.geopotential number by the normal gravity value computed on the
 KV0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0110.degrees latitude (g = 980.6199 gals.).
 KV0110
 KV0110.The modeled gravity was interpolated from observed gravity values.
 KV0110
 KV0110;                    North         East    Units  Estimated Accuracy
 KV0110;SPC NJ       -   212,560.      177,680.      MT  (+/- 180 meters Scaled)
 KV0110
 KV0110                          SUPERSEDED SURVEY CONTROL
 KV0110
 KV0110  NGVD 29 (??/??/??)   18.547  (m)           60.85   (f) ADJUSTED    1 2
 KV0110
 KV0110.Superseded values are not recommended for survey control.
 KV0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0110.See file dsdata.txt to determine how the superseded data were derived.
 KV0110
 KV0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL698110(NAD 83)
 KV0110_MARKER: X = CHISELED CROSS
 KV0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0110_SP_SET: DOORSILL
 KV0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0110+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2004
 KV0110
 KV0110  HISTORY     - Date     Condition        Report By
 KV0110  HISTORY     - 1933     MONUMENTED       DLWRR
 KV0110  HISTORY     - 1948     GOOD             CGS
 KV0110  HISTORY     - 20040409 GOOD             COMPA
 KV0110  HISTORY     - 20051124 MARK NOT FOUND   GEOCAC
 KV0110
 KV0110                          STATION DESCRIPTION
 KV0110
 KV0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KV0110'AT NEWARK.
 KV0110'AT NEWARK, ESSEX COUNTY, ON THE NORTH SIDE OF THE DELAWARE,
 KV0110'LACKAWANNA AND WESTERN RAILROAD STATION, ON THE EAST END OF THE
 KV0110'STONE DOORSILL OF THE WEST DOOR OF THE MAIN WAITING ROOM, 25
 KV0110'FEET WEST OF THE EAST END OF THE ROOM, 13-1/2 FEET NORTH OF THE
 KV0110'TRACK EDGE OF THE PLATFORM, DIRECTLY UNDER A SWITCH BOX, AND
 KV0110'ABOUT 1/2 INCH HIGHER THAN THE PLATFORM.  A CHISELED CROSS.
 KV0110'NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE
 KV0110'ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE
 KV0110'LACKAWANNA RAILROAD.
 KV0110
 KV0110                          STATION RECOVERY (2004)
 KV0110
 KV0110'RECOVERY NOTE BY COMPASSCOM INC 2004 (DJ)
 KV0110'RECOVERED IN GOOD CONDITION.
 KV0110
 KV0110                          STATION RECOVERY (2005)
 KV0110
 KV0110'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV0110'13-1/2 FEET NORTH OF THE TRACK EDGE IS WHERE THE WEST-BOUND WAITING
 KV0110'ROOM USED TO BE.  THIS BUILDING HAS BEEN RAZED.  THERE ARE NO LONGER
 KV0110'DOOR SILLS HERE.  THE PLATFORMS ON BOTH SIDES HAVE BEEN RAISED BY THE
 KV0110'ADDITION OF SEVERAL INCHES OF CONCRETE.  THE STATION COULD NOT BE
 KV0110'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7210 ***********************************************************************
 AA7210  DESIGNATION -  6068
 AA7210  PID         -  AA7210
 AA7210  STATE/COUNTY-  NJ/CUMBERLAND
 AA7210  USGS QUAD   -  BEN DAVIS POINT (1993)
 AA7210
 AA7210                         *CURRENT SURVEY CONTROL
 AA7210  ___________________________________________________________________
 AA7210* NAD 83(1996)-  39 20 53.17980(N)    075 18 07.20688(W)     ADJUSTED  
 AA7210* NAVD 88     -         2.8    (meters)       9.     (feet)  GPS OBS   
 AA7210  ___________________________________________________________________
 AA7210  X           -   1,253,115.992 (meters)                     COMP
 AA7210  Y           -  -4,777,274.091 (meters)                     COMP
 AA7210  Z           -   4,022,257.013 (meters)                     COMP
 AA7210  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AA7210  ELLIP HEIGHT-         -31.11  (meters)          (10/23/02) GPS OBS
 AA7210  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 AA7210
 AA7210  HORZ ORDER  -  FIRST
 AA7210  ELLP ORDER  -  FOURTH    CLASS I
 AA7210
 AA7210.The horizontal coordinates were established by GPS observations
 AA7210.and adjusted by the National Geodetic Survey in May 1999..
 AA7210
 AA7210.The orthometric height was determined by GPS observations and a
 AA7210.high-resolution geoid model.
 AA7210
 AA7210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7210
 AA7210.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7210
 AA7210.The ellipsoidal height was determined by GPS observations
 AA7210.and is referenced to NAD 83.
 AA7210
 AA7210.The geoid height was determined by GEOID03.
 AA7210
 AA7210;                    North         East     Units Scale Factor Converg.
 AA7210;SPC NJ       -    57,449.613    80,873.632   MT  0.99995882   -0 30 30.6
 AA7210;SPC NJ       -   188,482.61    265,332.91   sFT  0.99995882   -0 30 30.6
 AA7210;UTM  18      - 4,355,450.864   473,977.723   MT  0.99960834   -0 11 29.3
 AA7210
 AA7210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7210!SPC NJ       -   1.00000488  x   0.99995882  =   0.99996370
 AA7210!UTM  18      -   1.00000488  x   0.99960834  =   0.99961322
 AA7210
 AA7210                          SUPERSEDED SURVEY CONTROL
 AA7210
 AA7210  NAD 83(1992)-  39 20 53.17936(N)    075 18 07.20657(W) AD(       ) 1
 AA7210  ELLIP H (08/04/95)  -31.17   (m)                       GP(       ) 3 1
 AA7210
 AA7210.Superseded values are not recommended for survey control.
 AA7210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7210.See file dsdata.txt to determine how the superseded data were derived.
 AA7210
 AA7210_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7397855451(NAD 83)
 AA7210_MARKER: DD = SURVEY DISK
 AA7210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7210_STAMPING: 6068
 AA7210_MARK LOGO: NJGS  
 AA7210_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7210+STABILITY: SURFACE MOTION
 AA7210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7210+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1994
 AA7210
 AA7210  HISTORY     - Date     Condition        Report By
 AA7210  HISTORY     - 1939     MONUMENTED       NJGS
 AA7210  HISTORY     - 19940831 GOOD             NJGS
 AA7210
 AA7210                          STATION DESCRIPTION
 AA7210
 AA7210'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 AA7210'THE STATION IS LOCATED IN FAIRFIELD TOWNSHIP ON THE NORTHWEST SIDE OF
 AA7210'SEA BREEZE ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF
 AA7210'CEDARVILLE ROAD, COUNTY ROAD 553 AND BACK NECK ROAD, COUNTY ROAD 601,
 AA7210'IN FAIRTON, GO WEST ON BACK NECK ROAD FOR 3.15 MI (5.07 KM) TO A FORK
 AA7210'IN THE ROAD AT THE JUNCTION WITH SEA BREEZE ROAD.  TAKE THE LEFT FORK
 AA7210'AND GO 1.25 MI (2.01 KM) WEST ON SEA BREEZE ROAD TO A CROSSROADS
 AA7210'JUNCTION WITH SCHOOL HOUSE ROAD.  TURN LEFT AND CONTINUE SOUTH ON SEA
 AA7210'BREEZE ROAD FOR 1.0 MI (1.6 KM) TO THE STATION AHEAD AT THE
 AA7210'INTERSECTION OF A DIRT DRIVE LEADING WEST TO A TWO AND ONE HALF STORY
 AA7210'HOUSE AND A RIGHT ANGLE CURVE BEARING TO THE LEFT AT A ONE STORY FRAME
 AA7210'HOUSE NUMBER 185.  THE STATION IS SET FLUSH WITH THE GROUND IN A
 AA7210'TRIANGULAR DIRT ISLAND.  THE STATION IS 7.45 M (24.44 FT) SOUTH
 AA7210'SOUTHEAST FROM POLE NUMBER 46 B 24429, 3.5 M (11.5 FT) SOUTH SOUTHEAST
 AA7210'FROM THE CENTERLINE OF THE DIRT DRIVE, 8.3 M (27.2 FT) WEST FROM AND
 AA7210'RADIAL TO THE CENTERLINE OF SEA BREEZE ROAD, 21.9 M (71.9 FT)
 AA7210'NORTHEAST FROM THE SOUTHEAST CORNER OF THE HOUSE, 48.6 M (159.4 FT)
 AA7210'NORTH FROM POLE NUMBER BT 47 FA AND 22.9 M (75.1 FT) NORTH NORTHWEST
 AA7210'FROM THE NORTHERLY OF TWO MAILBOXES WITH NO NUMBERS IN FRONT OF THE
 AA7210'HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA8554 ***********************************************************************
 AA8554  DESIGNATION -  6077
 AA8554  PID         -  AA8554
 AA8554  STATE/COUNTY-  NJ/CUMBERLAND
 AA8554  USGS QUAD   -  CEDARVILLE (1992)
 AA8554
 AA8554                         *CURRENT SURVEY CONTROL
 AA8554  ___________________________________________________________________
 AA8554* NAD 83(1986)-  39 17 48.     (N)    075 10 37.     (W)     SCALED    
 AA8554* NAVD 88     -         2.364  (meters)       7.76   (feet)  ADJUSTED  
 AA8554  ___________________________________________________________________
 AA8554  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 AA8554  DYNAMIC HT  -           2.363 (meters)       7.75  (feet)  COMP
 AA8554  MODELED GRAV-     980,107.4   (mgal)                       NAVD 88
 AA8554
 AA8554  VERT ORDER  -  SECOND    CLASS I
 AA8554
 AA8554.The horizontal coordinates were scaled from a topographic map and have
 AA8554.an estimated accuracy of +/- 6 seconds.
 AA8554
 AA8554.The orthometric height was determined by differential leveling
 AA8554.and adjusted by the National Geodetic Survey in October 1996..
 AA8554
 AA8554.The geoid height was determined by GEOID03.
 AA8554
 AA8554.The dynamic height is computed by dividing the NAVD 88
 AA8554.geopotential number by the normal gravity value computed on the
 AA8554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8554.degrees latitude (g = 980.6199 gals.).
 AA8554
 AA8554.The modeled gravity was interpolated from observed gravity values.
 AA8554
 AA8554;                    North         East    Units  Estimated Accuracy
 AA8554;SPC NJ       -    51,650.       91,610.      MT  (+/- 180 meters Scaled)
 AA8554
 AA8554                          SUPERSEDED SURVEY CONTROL
 AA8554
 AA8554.No superseded survey control is available for this station.
 AA8554
 AA8554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ847497(NAD 83)
 AA8554_MARKER: DD = SURVEY DISK
 AA8554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8554_STAMPING: 6077
 AA8554_MARK LOGO: NJGS  
 AA8554_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8554+STABILITY: SURFACE MOTION
 AA8554
 AA8554  HISTORY     - Date     Condition        Report By
 AA8554  HISTORY     - 1939     MONUMENTED       NJGS
 AA8554  HISTORY     - 19940831 GOOD             NJGS
 AA8554
 AA8554                          STATION DESCRIPTION
 AA8554
 AA8554'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 AA8554'THE STATION IS LOCATED IN DOWNE TOWNSHIP ON THE SOUTH SIDE OF
 AA8554'METHODIST ROAD, COUNTY ROAD 732 IN NEWPORT.  TO REACH THE STATION FROM
 AA8554'THE INTERSECTION OF STATE HIGHWAY 49 AND THE EXIT RAMP LEADING FROM
 AA8554'STATE HIGHWAY 55 AT INTERCHANGE 24, GO WEST ON STATE HIGHWAY 49 FOR
 AA8554'1.35 MI (2.17 KM) TO THE JUNCTION WITH STATE HIGHWAY 47. CONTINUE WEST
 AA8554'ON STATE HIGHWAY 49 FOR 0.25 MI (0.40 KM) TO THE JUNCTION WITH CEDAR
 AA8554'STREET ON THE LEFT.  TURN LEFT AND GO SOUTHWEST ON CEDAR STREET,
 AA8554'COUNTY ROAD 555, FOR 0.2 MI (0.3 KM) TO THE JUNCTION WITH CEDARVILLE
 AA8554'ROAD, COUNTY ROAD 610.  CONTINUE AHEAD ON CEDARVILLE ROAD FOR 5.3 MI
 AA8554'(8.5 KM) TO THE FORK JUNCTION WITH NEWPORT CEDAR GROVE ROAD, COUNTY
 AA8554'ROAD 629.  BEAR TO THE LEFT AND GO SOUTHWEST ON COUNTY ROAD 629 FOR
 AA8554'3.6 MI (5.8 KM) TO THE INTERSECTION WITH COUNTY ROAD 553.  TURN LEFT
 AA8554'AND GO SOUTH SOUTHEAST ON COUNTY ROAD 553 FOR 0.4 MI (0.6 KM) TO THE
 AA8554'INTERSECTION WITH BAPTIST ROAD AT FRONES CORNERS.  TURN RIGHT AND GO
 AA8554'WEST ON BAPTIST ROAD, COUNTY ROAD 656, FOR 1.0 MI (1.6 KM) TO THE
 AA8554'REVERSE JUNCTION WITH METHODIST ROAD, COUNTY ROAD 732 AND THE STATION
 AA8554'ON THE LEFT.  THE STATION IS 35.0 FT (10.7 M) SOUTH SOUTHEAST FROM THE
 AA8554'CENTERLINE OF BAPTIST ROAD, 20.5 FT (6.2 M) NORTHEAST FROM THE
 AA8554'CENTERLINE OF METHODIST ROAD, 41.9 FT (12.8 M) WEST FROM THE SOUTHWEST
 AA8554'CORNER OF A ONE STORY FRAME HOUSE, 50.8 FT (15.5 M) SOUTHWEST FROM THE
 AA8554'NORTHWEST CORNER OF A ONE STORY FRAME HOUSE, 25.4 FT (7.7 M) SOUTHWEST
 AA8554'FROM POLE NUMBER 317 35 AND 1.3 FT (0.4 M) EAST FROM THE CURB.  THE
 AA8554'STATION IS ABOUT 0.1 M (0.3 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7211 ***********************************************************************
 AA7211  DESIGNATION -  6078
 AA7211  PID         -  AA7211
 AA7211  STATE/COUNTY-  NJ/CUMBERLAND
 AA7211  USGS QUAD   -  CEDARVILLE (1992)
 AA7211
 AA7211                         *CURRENT SURVEY CONTROL
 AA7211  ___________________________________________________________________
 AA7211* NAD 83(1996)-  39 17 45.31262(N)    075 10 19.93217(W)     ADJUSTED  
 AA7211* NAVD 88     -         2.971  (meters)       9.75   (feet)  ADJUSTED  
 AA7211  ___________________________________________________________________
 AA7211  X           -   1,264,874.792 (meters)                     COMP
 AA7211  Y           -  -4,777,972.025 (meters)                     COMP
 AA7211  Z           -   4,017,775.003 (meters)                     COMP
 AA7211  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 AA7211  ELLIP HEIGHT-         -31.18  (meters)          (10/23/02) GPS OBS
 AA7211  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 AA7211  DYNAMIC HT  -           2.970 (meters)       9.74  (feet)  COMP
 AA7211  MODELED GRAV-     980,107.0   (mgal)                       NAVD 88
 AA7211
 AA7211  HORZ ORDER  -  FIRST
 AA7211  VERT ORDER  -  SECOND    CLASS I
 AA7211  ELLP ORDER  -  FOURTH    CLASS I
 AA7211
 AA7211.The horizontal coordinates were established by GPS observations
 AA7211.and adjusted by the National Geodetic Survey in May 1999..
 AA7211
 AA7211.The orthometric height was determined by differential leveling
 AA7211.and adjusted by the National Geodetic Survey in October 1996..
 AA7211
 AA7211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7211
 AA7211.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7211
 AA7211.The ellipsoidal height was determined by GPS observations
 AA7211.and is referenced to NAD 83.
 AA7211
 AA7211.The geoid height was determined by GEOID03.
 AA7211
 AA7211.The dynamic height is computed by dividing the NAVD 88
 AA7211.geopotential number by the normal gravity value computed on the
 AA7211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7211.degrees latitude (g = 980.6199 gals.).
 AA7211
 AA7211.The modeled gravity was interpolated from observed gravity values.
 AA7211
 AA7211;                    North         East     Units Scale Factor Converg.
 AA7211;SPC NJ       -    51,565.152    92,018.303   MT  0.99994138   -0 25 32.6
 AA7211;SPC NJ       -   169,176.67    301,896.72   sFT  0.99994138   -0 25 32.6
 AA7211;UTM  18      - 4,349,630.131   485,150.914   MT  0.99960271   -0 06 32.6
 AA7211
 AA7211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7211!SPC NJ       -   1.00000489  x   0.99994138  =   0.99994627
 AA7211!UTM  18      -   1.00000489  x   0.99960271  =   0.99960760
 AA7211
 AA7211                          SUPERSEDED SURVEY CONTROL
 AA7211
 AA7211  ELLIP H (05/14/99)  -31.19   (m)                       GP(       ) 4 1
 AA7211  NAD 83(1992)-  39 17 45.31217(N)    075 10 19.93182(W) AD(       ) 1
 AA7211  ELLIP H (08/04/95)  -31.24   (m)                       GP(       ) 3 1
 AA7211
 AA7211.Superseded values are not recommended for survey control.
 AA7211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7211.See file dsdata.txt to determine how the superseded data were derived.
 AA7211
 AA7211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8515149630(NAD 83)
 AA7211_MARKER: DD = SURVEY DISK
 AA7211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7211_STAMPING: 6078
 AA7211_MARK LOGO: NJGS  
 AA7211_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7211+STABILITY: SURFACE MOTION
 AA7211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7211+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1994
 AA7211
 AA7211  HISTORY     - Date     Condition        Report By
 AA7211  HISTORY     - 1939     MONUMENTED       NJGS
 AA7211  HISTORY     - 19940802 GOOD             NJGS
 AA7211  HISTORY     - 19940901 GOOD             NJGS
 AA7211
 AA7211                          STATION DESCRIPTION
 AA7211
 AA7211'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 AA7211'THE STATION IS LOCATED IN DOWNE TOWNSHIP ON THE SOUTH SIDE OF
 AA7211'METHODIST ROAD, COUNTY ROAD 732 IN NEWPORT.  TO REACH THE STATION FROM
 AA7211'THE INTERSECTION OF STATE HIGHWAY 49 AND THE EXIT RAMP LEADING FROM
 AA7211'STATE HIGHWAY 55 AT INTERCHANGE 24, GO WEST ON STATE HIGHWAY 49 FOR
 AA7211'1.35 MI (2.17 KM) TO THE JUNCTION WITH STATE HIGHWAY 47. CONTINUE WEST
 AA7211'ON STATE HIGHWAY 49 FOR 0.25 MI (0.40 KM) TO THE JUNCTION WITH CEDAR
 AA7211'STREET ON THE LEFT. TURN LEFT AND GO SOUTHWEST ON CEDAR STREET, COUNTY
 AA7211'ROAD 555, FOR 0.2 MI (0.3 KM) TO THE JUNCTION WITH CEDARVILLE ROAD,
 AA7211'COUNTY ROAD 610.  CONTINUE AHEAD ON CEDARVILLE ROAD FOR 5.3 MI (8.5
 AA7211'KM) TO THE FORK JUNCTION WITH NEWPORT CEDAR GROVE ROAD, COUNTY ROAD
 AA7211'629.  BEAR TO THE LEFT AND GO SOUTHWEST ON COUNTY ROAD 629 FOR 3.6 MI
 AA7211'(5.8 KM) TO THE INTERSECTION WITH COUNTY ROAD 553.  TURN LEFT AND GO
 AA7211'SOUTH SOUTHEAST ON COUNTY ROAD 553 FOR 0.4 MI (0.6 KM) TO THE
 AA7211'INTERSECTION WITH BAPTIST ROAD AT FRONES CORNERS. CONTINUE SOUTH
 AA7211'SOUTHEAST ON COUNTY ROAD 553 FOR 0.6 MI (1.0 KM) TO THE WYE JUNCTION
 AA7211'WITH BEAVER DAM ROAD, COUNTY ROAD 553 TO THE EAST NORTHEAST AND
 AA7211'METHODIST ROAD, COUNTY ROAD 732 TO THE WEST SOUTHWEST AT WATSONS
 AA7211'CORNER.  TURN RIGHT AND GO SOUTH SOUTHWEST ON METHODIST ROAD FOR 0.40
 AA7211'MI (0.64 KM) TO THE STATION ON THE LEFT.  THE STATION IS 4.9 M (16.1
 AA7211'FT) SOUTH FROM THE CENTERLINE OF METHODIST ROAD, 20.9 M (68.6 FT)
 AA7211'SOUTHWEST AND ACROSS THE ROAD FROM POLE NUMBER B 37906 AND 20.1 M
 AA7211'(65.9 FT) NORTHWEST FROM THE NORTHWEST CORNER OF CONCRETE FOUNDATION
 AA7211'FOR HOUSE NUMBER 162, A TWO AND ONE HALF STORY FRAME DWELLING.  THE
 AA7211'STATION IS SET ABOUT 0.1 M (0.3 FT) BELOW THE GROUND.
 AA7211
 AA7211                          STATION RECOVERY (1994)
 AA7211
 AA7211'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 AA7211'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA8555 ***********************************************************************
 AA8555  DESIGNATION -  6096 A
 AA8555  PID         -  AA8555
 AA8555  STATE/COUNTY-  NJ/SALEM
 AA8555  USGS QUAD   -  SALEM (1995)
 AA8555
 AA8555                         *CURRENT SURVEY CONTROL
 AA8555  ___________________________________________________________________
 AA8555* NAD 83(1986)-  39 32 30.     (N)    075 24 17.     (W)     SCALED    
 AA8555* NAVD 88     -         8.594  (meters)      28.20   (feet)  ADJUSTED  
 AA8555  ___________________________________________________________________
 AA8555  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 AA8555  DYNAMIC HT  -           8.590 (meters)      28.18  (feet)  COMP
 AA8555  MODELED GRAV-     980,115.9   (mgal)                       NAVD 88
 AA8555
 AA8555  VERT ORDER  -  FIRST     CLASS II
 AA8555
 AA8555.The horizontal coordinates were scaled from a topographic map and have
 AA8555.an estimated accuracy of +/- 6 seconds.
 AA8555
 AA8555.The orthometric height was determined by differential leveling
 AA8555.and adjusted by the National Geodetic Survey in October 1996..
 AA8555
 AA8555.The geoid height was determined by GEOID03.
 AA8555
 AA8555.The dynamic height is computed by dividing the NAVD 88
 AA8555.geopotential number by the normal gravity value computed on the
 AA8555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8555.degrees latitude (g = 980.6199 gals.).
 AA8555
 AA8555.The modeled gravity was interpolated from observed gravity values.
 AA8555
 AA8555;                    North         East    Units  Estimated Accuracy
 AA8555;SPC NJ       -    79,020.       72,240.      MT  (+/- 180 meters Scaled)
 AA8555
 AA8555                          SUPERSEDED SURVEY CONTROL
 AA8555
 AA8555.No superseded survey control is available for this station.
 AA8555
 AA8555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ652769(NAD 83)
 AA8555_MARKER: DD = SURVEY DISK
 AA8555_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA8555_SP_SET: CONCRETE CURB
 AA8555_STAMPING: 6096 A
 AA8555_MARK LOGO: NJGS  
 AA8555_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA8555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA8555+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1994
 AA8555
 AA8555  HISTORY     - Date     Condition        Report By
 AA8555  HISTORY     - 1984     MONUMENTED       NJGS
 AA8555  HISTORY     - 19940919 GOOD             NJGS
 AA8555
 AA8555                          STATION DESCRIPTION
 AA8555
 AA8555'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA8555'THE STATION IS LOCATED IN QUINTON TOWNSHIP ON THE NORTHEAST SIDE OF
 AA8555'STATE ROUTE 49.  TO REACH THE STATION FROM THE INTERSECTION OF COUNTY
 AA8555'ROAD 581 AND STATE ROUTE 49 IN QUINTON, GO SOUTHEAST ON STATE ROUTE 49
 AA8555'FOR 0.65 MI (1.05 KM) TO THE STATION ON THE LEFT, SET IN THE TOP OF A
 AA8555'CONCRETE CURB PIECE OF A STORM DRAIN INLET.  THE STATION IS 6.1 M
 AA8555'(20.0 FT) NORTHEAST FROM THE CENTERLINE OF STATE ROUTE 49, 8.2 M (26.9
 AA8555'FT) SOUTHWEST FROM POLE NUMBER B 31018, 33.9 M (111.2 FT) NORTHEAST
 AA8555'AND ACROSS THE ROAD FROM POLE NUMBER ACE 12512 AND 6.0 M (19.7 FT)
 AA8555'NORTHWEST FROM THE CENTERLINE OF A DRIVEWAY LEADING TO HOUSE NUMBER
 AA8555'100 ON THE NORTHEAST SIDE OF STATE ROUTE 49.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6352 ***********************************************************************
 KV6352  DESIGNATION -  61 01 NJ 78
 KV6352  PID         -  KV6352
 KV6352  STATE/COUNTY-  NJ/BURLINGTON
 KV6352  USGS QUAD   -  BRISTOL (1981)
 KV6352
 KV6352                         *CURRENT SURVEY CONTROL
 KV6352  ___________________________________________________________________
 KV6352* NAD 83(1996)-  40 07 08.08827(N)    074 47 07.15817(W)     ADJUSTED  
 KV6352* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6352  ___________________________________________________________________
 KV6352  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 KV6352  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV6352
 KV6352  HORZ ORDER  -  THIRD
 KV6352
 KV6352.The horizontal coordinates were established by classical geodetic methods
 KV6352.and adjusted by the National Geodetic Survey in September 1999..
 KV6352.No horizontal observational check was made to the station.
 KV6352
 KV6352.The orthometric height was scaled from a topographic map.
 KV6352
 KV6352.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6352
 KV6352.The geoid height was determined by GEOID03.
 KV6352
 KV6352;                    North         East     Units Scale Factor Converg.
 KV6352;SPC NJ       -   142,755.750   125,680.010   MT  0.99990728   -0 11 01.9
 KV6352;SPC NJ       -   468,357.82    412,335.17   sFT  0.99990728   -0 11 01.9
 KV6352;SPC PA S     -    91,468.126   852,672.129   MT  0.99997617   +1 55 24.5
 KV6352;SPC PA S     -   300,091.68  2,797,475.14   sFT  0.99997617   +1 55 24.5
 KV6352;UTM  18      - 4,440,977.663   518,293.055   MT  0.99960412   +0 08 18.0
 KV6352
 KV6352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6352!SPC NJ       -   1.00000504  x   0.99990728  =   0.99991232
 KV6352!SPC PA S     -   1.00000504  x   0.99997617  =   0.99998121
 KV6352!UTM  18      -   1.00000504  x   0.99960412  =   0.99960916
 KV6352
 KV6352                          SUPERSEDED SURVEY CONTROL
 KV6352
 KV6352  NAD 83(1986)-  40 07 08.08645(N)    074 47 07.15822(W) AD(       ) 3
 KV6352
 KV6352.Superseded values are not recommended for survey control.
 KV6352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6352.See file dsdata.txt to determine how the superseded data were derived.
 KV6352
 KV6352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1829340978(NAD 83)
 KV6352_MARKER: Z = SEE DESCRIPTION
 KV6352_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 KV6352_SP_SET: A DRILL HOLE IN A STEEL PILING
 KV6352_MARK LOGO: NOS   
 KV6352_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6352+SATELLITE: SATELLITE OBSERVATIONS - 1978
 KV6352
 KV6352  HISTORY     - Date     Condition        Report By
 KV6352  HISTORY     - 1978     MONUMENTED       NOS
 KV6352
 KV6352                          STATION DESCRIPTION
 KV6352
 KV6352'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 KV6352'THE STATION IS LOCATED NEAR THE S SHORE OF THE DELAWARE RIVER S OF THE
 KV6352'KINKORA BAR AREA AND ON THE FLORENCE UPPER RANGE FRONT LIGHT
 KV6352'STRUCTURE.
 KV6352'TO REACH STATION BY BOAT PROCEED UPSTREAM FROM THE FLORENCE TOWNSHIP
 KV6352'PUBLIC BOAT RAMP ABOUT 1.0 NAUTICAL MI TO FLORENCE UPPER FRONT RANGE
 KV6352'LIGHT AND STATION.
 KV6352'STATION MARK IS A DRILL HOLE IN THE TOP OF THE NORTHERN-MOST 16 INCH
 KV6352'DIA STEEL PILING FILLED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6353 ***********************************************************************
 KV6353  DESIGNATION -  61 02 NJ 78
 KV6353  PID         -  KV6353
 KV6353  STATE/COUNTY-  NJ/BURLINGTON
 KV6353  USGS QUAD   -  TRENTON EAST (1981)
 KV6353
 KV6353                         *CURRENT SURVEY CONTROL
 KV6353  ___________________________________________________________________
 KV6353* NAD 83(1996)-  40 07 50.18108(N)    074 44 28.88889(W)     ADJUSTED  
 KV6353* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6353  ___________________________________________________________________
 KV6353  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 KV6353  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV6353
 KV6353  HORZ ORDER  -  THIRD
 KV6353
 KV6353.The horizontal coordinates were established by classical geodetic methods
 KV6353.and adjusted by the National Geodetic Survey in September 1999..
 KV6353.No horizontal observational check was made to the station.
 KV6353
 KV6353.The orthometric height was scaled from a topographic map.
 KV6353
 KV6353.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6353
 KV6353.The geoid height was determined by GEOID03.
 KV6353
 KV6353;                    North         East     Units Scale Factor Converg.
 KV6353;SPC NJ       -   144,042.819   129,430.875   MT  0.99990521   -0 09 20.0
 KV6353;SPC NJ       -   472,580.48    424,641.13   sFT  0.99990521   -0 09 20.0
 KV6353;SPC PA S     -    92,892.354   856,373.384   MT  0.99997502   +1 57 07.2
 KV6353;SPC PA S     -   304,764.33  2,809,618.34   sFT  0.99997502   +1 57 07.2
 KV6353;UTM  18      - 4,442,285.411   522,035.494   MT  0.99960598   +0 10 00.1
 KV6353
 KV6353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6353!SPC NJ       -   1.00000504  x   0.99990521  =   0.99991025
 KV6353!SPC PA S     -   1.00000504  x   0.99997502  =   0.99998006
 KV6353!UTM  18      -   1.00000504  x   0.99960598  =   0.99961102
 KV6353
 KV6353                          SUPERSEDED SURVEY CONTROL
 KV6353
 KV6353  NAD 83(1986)-  40 07 50.17889(N)    074 44 28.88867(W) AD(       ) 3
 KV6353
 KV6353.Superseded values are not recommended for survey control.
 KV6353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6353.See file dsdata.txt to determine how the superseded data were derived.
 KV6353
 KV6353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2203542285(NAD 83)
 KV6353_MARKER: N = NAIL
 KV6353_SETTING: 0 = UNSPECIFIED SETTING
 KV6353_MARK LOGO: NOS   
 KV6353_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6353+SATELLITE: SATELLITE OBSERVATIONS - 1978
 KV6353
 KV6353  HISTORY     - Date     Condition        Report By
 KV6353  HISTORY     - 1978     MONUMENTED       NOS
 KV6353
 KV6353                          STATION DESCRIPTION
 KV6353
 KV6353'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 KV6353'THE STATION IS LOCATED ON PROPERTY OF DOANS SALVAGE YARD AND E OF
 KV6353'NEWBOLD ISLAND.
 KV6353'TO REACH STATION BY BOAT PROCEED TO THE EXTREME E END OF NEWBOLD
 KV6353'ISLAND, THEN HEAD SE INTO WATERWAY WHICH RUNS ALONG E END OF ISLAND
 KV6353'FOR ABOUT 0.15 NAUTICAL MI TO STATION ON THE LEFT.
 KV6353'STATION MARK IS A TACK NAIL IN A PLUG OF WOOD IN A 0.75 INCH PIPE 0.3
 KV6353'FT ABOVE THE GROUND AT MHW.
 KV6353'RM 1 IS A NAIL IN THE TOP OF A BULKHEAD WHICH IS 1.8 M (5.9 FT) SW OF
 KV6353'THE STATION.
 KV6353'RM 2 IS A NAIL IN A 0.5 FT BY 0.7 FT TIMBER ON THE BULKHEAD AND IS
 KV6353'2.96 M (9.7 FT) W OF THE STATION.
 KV6353'RM 3 IS A NAIL 2.5 FT ABOVE THE GROUND ON THE DOWNSTREAM FACE OF A 2.5
 KV6353'FT DIA TREE AND IS 7.92 M (26.0 FT) NE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6354 ***********************************************************************
 KV6354  DESIGNATION -  61 03 NJ 78
 KV6354  PID         -  KV6354
 KV6354  STATE/COUNTY-  NJ/BURLINGTON
 KV6354  USGS QUAD   -  BRISTOL (1981)
 KV6354
 KV6354                         *CURRENT SURVEY CONTROL
 KV6354  ___________________________________________________________________
 KV6354* NAD 83(1996)-  40 07 16.46861(N)    074 45 10.98651(W)     ADJUSTED  
 KV6354* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6354  ___________________________________________________________________
 KV6354  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 KV6354  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV6354
 KV6354  HORZ ORDER  -  THIRD
 KV6354
 KV6354.The horizontal coordinates were established by classical geodetic methods
 KV6354.and adjusted by the National Geodetic Survey in September 1999..
 KV6354
 KV6354.The orthometric height was scaled from a topographic map.
 KV6354
 KV6354.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6354
 KV6354.The geoid height was determined by GEOID03.
 KV6354
 KV6354;                    North         East     Units Scale Factor Converg.
 KV6354;SPC NJ       -   143,005.877   128,431.341   MT  0.99990572   -0 09 47.0
 KV6354;SPC NJ       -   469,178.45    421,361.82   sFT  0.99990572   -0 09 47.0
 KV6354;SPC PA S     -    91,819.282   855,412.592   MT  0.99997594   +1 56 39.8
 KV6354;SPC PA S     -   301,243.76  2,806,466.15   sFT  0.99997594   +1 56 39.8
 KV6354;UTM  18      - 4,441,243.178   521,042.106   MT  0.99960545   +0 09 32.9
 KV6354
 KV6354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6354!SPC NJ       -   1.00000504  x   0.99990572  =   0.99991076
 KV6354!SPC PA S     -   1.00000504  x   0.99997594  =   0.99998098
 KV6354!UTM  18      -   1.00000504  x   0.99960545  =   0.99961049
 KV6354
 KV6354                          SUPERSEDED SURVEY CONTROL
 KV6354
 KV6354  NAD 83(1986)-  40 07 16.46643(N)    074 45 10.98640(W) AD(       ) 3
 KV6354
 KV6354.Superseded values are not recommended for survey control.
 KV6354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6354.See file dsdata.txt to determine how the superseded data were derived.
 KV6354
 KV6354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2104241243(NAD 83)
 KV6354_MARKER: N = NAIL
 KV6354_SETTING: 0 = UNSPECIFIED SETTING
 KV6354_MARK LOGO: NOS   
 KV6354_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6354+SATELLITE: SATELLITE OBSERVATIONS - 1978
 KV6354
 KV6354  HISTORY     - Date     Condition        Report By
 KV6354  HISTORY     - 1978     MONUMENTED       NOS
 KV6354
 KV6354                          STATION DESCRIPTION
 KV6354
 KV6354'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 KV6354'THE STATION IS LOCATED JUST S OF NEWBOLD ISLAND ON A RAILROAD
 KV6354'EMBANKMENT.
 KV6354'TO REACH STATION PROCEED TO AREA S OF NEWBOLD ISLAND AND JUST S OF THE
 KV6354'MARSH AREA NEAR THE RAILROAD TRACKS.
 KV6354'STATION MARK IS A TACK NAIL IN A PLUG OF WOOD IN A 3/4 INCH PIPE 0.3
 KV6354'FT ABOVE THE GROUND AND 1 FT BELOW MHL.  IT IS LOCATED ON A RAILROAD
 KV6354'EMBANKMENT S OF THE ISLAND.
 KV6354'RM 1 IS A NAIL 2.5 FT ABOVE THE GROUND IN THE OFFSHORE FACE OF A 1 FT
 KV6354'DIA TREE AND 8.84 M (29.0 FT) W OF THE STATION.
 KV6354'RM 2 IS THE CENTER OF THREE PUNCH MARKS ON THE OFFSHORE RAIL 5.21 M
 KV6354'(17.1 FT) S OF THE STATION.
 KV6354'RM 3 IS A NAIL 4 FT ABOVE THE GROUND IN THE OFFSHORE FACE OF A 0.6 FT
 KV6354'DIA TREE AND IS 9.57 M (31.4 FT) E OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6355 ***********************************************************************
 KV6355  DESIGNATION -  61 04 NJ 78
 KV6355  PID         -  KV6355
 KV6355  STATE/COUNTY-  NJ/BURLINGTON
 KV6355  USGS QUAD   -  BRISTOL (1981)
 KV6355
 KV6355                         *CURRENT SURVEY CONTROL
 KV6355  ___________________________________________________________________
 KV6355* NAD 83(1996)-  40 07 26.60723(N)    074 45 56.86005(W)     ADJUSTED  
 KV6355* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6355  ___________________________________________________________________
 KV6355  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 KV6355  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV6355
 KV6355  HORZ ORDER  -  THIRD
 KV6355
 KV6355.The horizontal coordinates were established by classical geodetic methods
 KV6355.and adjusted by the National Geodetic Survey in September 1999..
 KV6355
 KV6355.The orthometric height was scaled from a topographic map.
 KV6355
 KV6355.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6355
 KV6355.The geoid height was determined by GEOID03.
 KV6355
 KV6355;                    North         East     Units Scale Factor Converg.
 KV6355;SPC NJ       -   143,321.727   127,346.166   MT  0.99990632   -0 10 16.6
 KV6355;SPC NJ       -   470,214.70    417,801.55   sFT  0.99990632   -0 10 16.6
 KV6355;SPC PA S     -    92,095.032   854,316.459   MT  0.99997566   +1 56 10.1
 KV6355;SPC PA S     -   302,148.45  2,802,869.92   sFT  0.99997566   +1 56 10.1
 KV6355;UTM  18      - 4,441,552.827   519,955.499   MT  0.99960490   +0 09 03.4
 KV6355
 KV6355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6355!SPC NJ       -   1.00000504  x   0.99990632  =   0.99991136
 KV6355!SPC PA S     -   1.00000504  x   0.99997566  =   0.99998070
 KV6355!UTM  18      -   1.00000504  x   0.99960490  =   0.99960994
 KV6355
 KV6355                          SUPERSEDED SURVEY CONTROL
 KV6355
 KV6355  NAD 83(1986)-  40 07 26.60517(N)    074 45 56.85992(W) AD(       ) 3
 KV6355
 KV6355.Superseded values are not recommended for survey control.
 KV6355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6355.See file dsdata.txt to determine how the superseded data were derived.
 KV6355
 KV6355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1995541553(NAD 83)
 KV6355_MARKER: N = NAIL
 KV6355_SETTING: 0 = UNSPECIFIED SETTING
 KV6355_MARK LOGO: NOS   
 KV6355_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6355+SATELLITE: SATELLITE OBSERVATIONS - 1978
 KV6355
 KV6355  HISTORY     - Date     Condition        Report By
 KV6355  HISTORY     - 1978     MONUMENTED       NOS
 KV6355
 KV6355                          STATION DESCRIPTION
 KV6355
 KV6355'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 KV6355'THE STATION IS LOCATED NEAR THE SW EDGE OF NEWBOLD ISLAND.
 KV6355'TO REACH STATION PROCEED BY BOAT FROM THE PILE BY THE EXTREME SW
 KV6355'CORNER OF BOLD ISLAND.  FROM THIS PILE GO SE INTO WATERWAY FOR
 KV6355'APPROXIMATELY 0.35 NAUTICAL MI TO STATION ON THE LEFT.
 KV6355'STATION MARK IS A TACK NAIL IN A PLUG OF WOOD IN A 3/4 INCH PIPE 0.3
 KV6355'FT ABOVE THE GROUND AT THE MHL.
 KV6355'RM 1 IS A NAIL 3 FT ABOVE THE GROUND IN THE OFFSHORE FACE OF A 1.2 FT
 KV6355'DIA TREE  AND IS 4.27 M (14.0 FT) NW OF THE STATION.
 KV6355'RM 2 IS A NAIL 2 FT ABOVE THE GROUND IN THE UPSTREAM FACE OF A 1.5 FT
 KV6355'DIA TREE 5.18 M (17.0 FT) NE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6360 ***********************************************************************
 KV6360  DESIGNATION -  61 09 NJ 78
 KV6360  PID         -  KV6360
 KV6360  STATE/COUNTY-  NJ/BURLINGTON
 KV6360  USGS QUAD   -  BRISTOL (1981)
 KV6360
 KV6360                         *CURRENT SURVEY CONTROL
 KV6360  ___________________________________________________________________
 KV6360* NAD 83(1996)-  40 04 54.14286(N)    074 52 26.36419(W)     ADJUSTED  
 KV6360* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6360  ___________________________________________________________________
 KV6360  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 KV6360  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV6360
 KV6360  HORZ ORDER  -  THIRD
 KV6360
 KV6360.The horizontal coordinates were established by classical geodetic methods
 KV6360.and adjusted by the National Geodetic Survey in September 1999..
 KV6360
 KV6360.The orthometric height was scaled from a topographic map.
 KV6360
 KV6360.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6360
 KV6360.The geoid height was determined by GEOID03.
 KV6360
 KV6360;                    North         East     Units Scale Factor Converg.
 KV6360;SPC NJ       -   138,652.825   118,104.795   MT  0.99991252   -0 14 26.9
 KV6360;SPC NJ       -   454,896.81    387,482.15   sFT  0.99991252   -0 14 26.9
 KV6360;SPC PA S     -    87,089.162   845,252.378   MT  0.99998012   +1 51 57.4
 KV6360;SPC PA S     -   285,725.03  2,773,132.18   sFT  0.99998012   +1 51 57.4
 KV6360;UTM  18      - 4,436,833.495   510,743.342   MT  0.99960142   +0 04 52.1
 KV6360
 KV6360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6360!SPC NJ       -   1.00000505  x   0.99991252  =   0.99991757
 KV6360!SPC PA S     -   1.00000505  x   0.99998012  =   0.99998517
 KV6360!UTM  18      -   1.00000505  x   0.99960142  =   0.99960647
 KV6360
 KV6360                          SUPERSEDED SURVEY CONTROL
 KV6360
 KV6360  NAD 83(1986)-  40 04 54.14098(N)    074 52 26.36646(W) AD(       ) 3
 KV6360
 KV6360.Superseded values are not recommended for survey control.
 KV6360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6360.See file dsdata.txt to determine how the superseded data were derived.
 KV6360
 KV6360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1074336833(NAD 83)
 KV6360_MARKER: Z = SEE DESCRIPTION
 KV6360_SETTING: 0 = UNSPECIFIED SETTING
 KV6360_MARK LOGO: NOS   
 KV6360_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6360+SATELLITE: SATELLITE OBSERVATIONS - 1978
 KV6360
 KV6360  HISTORY     - Date     Condition        Report By
 KV6360  HISTORY     - 1978     MONUMENTED       NOS
 KV6360
 KV6360                          STATION DESCRIPTION
 KV6360
 KV6360'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 KV6360'THE STATION IS LOCATED JUST E OF THE BURLINGTON BRISTOL LIFT BRIDGE ON
 KV6360'THE STRUCTURE OF THE EDGEWATER UPPER RANGE FRONT LIGHT IN THE DELAWARE
 KV6360'RIVER.
 KV6360'TO REACH STATION PROCEED BY BOAT ONLY.
 KV6360'STATION MARK IS THE CENTER OF 5 PUNCH MARKS LOCATED ON TOP OF 2
 KV6360'CROSSED I-BEAMS CONNECTING 4 STEEL PILINGS OF THE EDGEWATER UPPER
 KV6360'RANGE FRONT LIGHT.
 KV6360'RM 1 IS THE INNER EDGE OF THE BASE PLATE OF THE UPSTREAM OFFSHORE PIPE
 KV6360'FRAME OF THE LIGHT, WHICH IS 1.02 M (3.3 FT) E OF THE STATION.
 KV6360'RM 2 IS THE INNER EDGE OF THE BASE PLATE OF THE UPSTREAM INSHORE PIPE
 KV6360'FRAME OF THE LIGHT, WHICH IS 1.02 M (3.3 FT) N OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4173 ***********************************************************************
 JU4173  DESIGNATION -  61 19 NJ 78
 JU4173  PID         -  JU4173
 JU4173  STATE/COUNTY-  NJ/CAMDEN
 JU4173  USGS QUAD   -  CAMDEN (1995)
 JU4173
 JU4173                         *CURRENT SURVEY CONTROL
 JU4173  ___________________________________________________________________
 JU4173* NAD 83(1996)-  39 58 52.88276(N)    075 04 05.66968(W)     ADJUSTED  
 JU4173* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU4173  ___________________________________________________________________
 JU4173  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 JU4173  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU4173
 JU4173  HORZ ORDER  -  THIRD
 JU4173
 JU4173.The horizontal coordinates were established by classical geodetic methods
 JU4173.and adjusted by the National Geodetic Survey in September 1999..
 JU4173
 JU4173.The orthometric height was scaled from a topographic map.
 JU4173
 JU4173.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4173
 JU4173.The geoid height was determined by GEOID03.
 JU4173
 JU4173;                    North         East     Units Scale Factor Converg.
 JU4173;SPC NJ       -   127,599.165   101,467.179   MT  0.99992899   -0 21 54.4
 JU4173;SPC NJ       -   418,631.59    332,896.90   sFT  0.99992899   -0 21 54.4
 JU4173;SPC PA S     -    75,430.813   829,031.119   MT  0.99999284   +1 44 23.7
 JU4173;SPC PA S     -   247,475.93  2,719,912.93   sFT  0.99999284   +1 44 23.7
 JU4173;UTM  18      - 4,425,690.186   494,173.335   MT  0.99960042   -0 02 37.9
 JU4173
 JU4173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4173!SPC NJ       -   1.00000505  x   0.99992899  =   0.99993404
 JU4173!SPC PA S     -   1.00000505  x   0.99999284  =   0.99999789
 JU4173!UTM  18      -   1.00000505  x   0.99960042  =   0.99960547
 JU4173
 JU4173                          SUPERSEDED SURVEY CONTROL
 JU4173
 JU4173  NAD 83(1991)-  39 58 52.88005(N)    075 04 05.67138(W) AD(       ) 3
 JU4173  NAD 83(1986)-  39 58 52.87833(N)    075 04 05.67091(W) AD(       ) 3
 JU4173
 JU4173.Superseded values are not recommended for survey control.
 JU4173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4173.See file dsdata.txt to determine how the superseded data were derived.
 JU4173
 JU4173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9417325690(NAD 83)
 JU4173_MARKER: Z = SEE DESCRIPTION
 JU4173_SETTING: 0 = UNSPECIFIED SETTING
 JU4173_MARK LOGO: NOS   
 JU4173_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4173+SATELLITE: SATELLITE OBSERVATIONS - 1978
 JU4173
 JU4173  HISTORY     - Date     Condition        Report By
 JU4173  HISTORY     - 1978     MONUMENTED       NOS
 JU4173
 JU4173                          STATION DESCRIPTION
 JU4173
 JU4173'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 JU4173'THE STATION IS LOCATED ON THE SW END OF THE CONCRETE ABUTMENT FOR THE
 JU4173'SWING SPAN OF THE P.R.R. LIFT BRIDGE ACROSS THE DELAWARE RIVER BETWEEN
 JU4173'DELAIR AND BRIDESBURG.
 JU4173'TO REACH THE STATION FROM DELAIR HEAD NW ACROSS THE P.R.R. BRIDGE TO
 JU4173'STATION ON THE LEFT AS DESCRIBED ABOVE.
 JU4173'STATION MARK IS A PUNCH MARK IN THE TOP OF A BOLT EMBEDDED IN THE SW
 JU4173'END OF THE CONCRETE ABUTMENT.
 JU4173'RM 1 IS THE INSIDE CORNER ON THE PA SIDE OF THE SW END OF THE ABUTMENT
 JU4173'WHICH IS 1.68 M (5.5 FT) N OF THE STATION.
 JU4173'RM 2 IS THE INSIDE CORNER ON THE NJ SIDE OF THE SW END OF THE ABUTMENT
 JU4173'WHICH IS 2.13 M (7.0 FT) E OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4174 ***********************************************************************
 JU4174  DESIGNATION -  61 20 NJ 78
 JU4174  PID         -  JU4174
 JU4174  STATE/COUNTY-  NJ/CAMDEN
 JU4174  USGS QUAD   -  CAMDEN (1995)
 JU4174
 JU4174                         *CURRENT SURVEY CONTROL
 JU4174  ___________________________________________________________________
 JU4174* NAD 83(1996)-  39 58 14.07754(N)    075 05 19.95265(W)     ADJUSTED  
 JU4174* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU4174  ___________________________________________________________________
 JU4174  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 JU4174  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU4174
 JU4174  HORZ ORDER  -  THIRD
 JU4174
 JU4174.The horizontal coordinates were established by classical geodetic methods
 JU4174.and adjusted by the National Geodetic Survey in September 1999..
 JU4174.No horizontal observational check was made to the station.
 JU4174
 JU4174.The orthometric height was scaled from a topographic map.
 JU4174
 JU4174.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4174
 JU4174.The geoid height was determined by GEOID03.
 JU4174
 JU4174;                    North         East     Units Scale Factor Converg.
 JU4174;SPC NJ       -   126,413.846    99,696.927   MT  0.99993114   -0 22 41.9
 JU4174;SPC NJ       -   414,742.76    327,089.00   sFT  0.99993114   -0 22 41.9
 JU4174;SPC PA S     -    74,181.193   827,305.488   MT  0.99999438   +1 43 35.5
 JU4174;SPC PA S     -   243,376.13  2,714,251.42   sFT  0.99999438   +1 43 35.5
 JU4174;UTM  18      - 4,424,495.354   492,410.338   MT  0.99960071   -0 03 25.5
 JU4174
 JU4174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4174!SPC NJ       -   1.00000505  x   0.99993114  =   0.99993619
 JU4174!SPC PA S     -   1.00000505  x   0.99999438  =   0.99999943
 JU4174!UTM  18      -   1.00000505  x   0.99960071  =   0.99960576
 JU4174
 JU4174                          SUPERSEDED SURVEY CONTROL
 JU4174
 JU4174  NAD 83(1991)-  39 58 14.07492(N)    075 05 19.95444(W) AD(       ) 3
 JU4174  NAD 83(1986)-  39 58 14.07260(N)    075 05 19.95343(W) AD(       ) 3
 JU4174
 JU4174.Superseded values are not recommended for survey control.
 JU4174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4174.See file dsdata.txt to determine how the superseded data were derived.
 JU4174
 JU4174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9241024495(NAD 83)
 JU4174_MARKER: N = NAIL
 JU4174_SETTING: 0 = UNSPECIFIED SETTING
 JU4174_MARK LOGO: NOS   
 JU4174_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4174+SATELLITE: SATELLITE OBSERVATIONS - 1978
 JU4174
 JU4174  HISTORY     - Date     Condition        Report By
 JU4174  HISTORY     - 1978     MONUMENTED       NOS
 JU4174
 JU4174                          STATION DESCRIPTION
 JU4174
 JU4174'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 JU4174'THE STATION IS LOCATED NEAR THE NE END OF PETTY ISLAND ON A FORMER
 JU4174'RAILROAD BRIDGE WHICH CONNECTED CRAMER HILL TO PETTY ISLAND.
 JU4174'TO REACH STATION PROCEED BY BOAT.
 JU4174'STATION MARK IS A NAIL IN THE CENTER OF NAILS ON THE WOODEN SIDEWALK
 JU4174'ON THE DOWNSTREAM AND PETTY ISLAND SIDE OF THE FORMER BRIDGE.  THE
 JU4174'STATION IS 43.74 M (143.5 FT) FROM THE PETTY ISLAND END OF THE BRIDGE.
 JU4174'RM 1 IS THE CENTER OF THREE PUNCH MARKS ON TOP OF THE DOWNSTREAM STEEL
 JU4174'ROADWAY CURB WHICH IS 1.19 M (3.9 FT) NE OF THE STATION.
 JU4174'RM 2 IS THE CENTER OF THREE PUNCH MARKS ON TOP OF THE FIFTEENTH
 JU4174'DOWNSTREAM SIDEWALK GUARDRAIL POST FROM PETTY ISLAND WHICH IS 1.43 M
 JU4174'(4.7 FT) NW OF THE STATION.
 JU4174'RM 3 IS THE CENTER OF THREE PUNCH MARKS ON TOP OF THE SIXTEENTH
 JU4174'DOWNSTREAM SIDEWALK GUARDRAIL POST FROM PETTY ISLAND WHICH IS 1.46 M
 JU4174'(4.8 FT) S OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4175 ***********************************************************************
 JU4175  DESIGNATION -  61 21 NJ 78
 JU4175  PID         -  JU4175
 JU4175  STATE/COUNTY-  NJ/CAMDEN
 JU4175  USGS QUAD   -  CAMDEN (1995)
 JU4175
 JU4175                         *CURRENT SURVEY CONTROL
 JU4175  ___________________________________________________________________
 JU4175* NAD 83(1996)-  39 57 27.37153(N)    075 06 44.95990(W)     ADJUSTED  
 JU4175* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU4175  ___________________________________________________________________
 JU4175  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 JU4175  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JU4175
 JU4175  HORZ ORDER  -  THIRD
 JU4175
 JU4175.The horizontal coordinates were established by classical geodetic methods
 JU4175.and adjusted by the National Geodetic Survey in September 1999..
 JU4175.No horizontal observational check was made to the station.
 JU4175
 JU4175.The orthometric height was scaled from a topographic map.
 JU4175
 JU4175.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4175
 JU4175.The geoid height was determined by GEOID03.
 JU4175
 JU4175;                    North         East     Units Scale Factor Converg.
 JU4175;SPC NJ       -   124,987.018    97,669.938   MT  0.99993370   -0 23 36.1
 JU4175;SPC NJ       -   410,061.57    320,438.79   sFT  0.99993370   -0 23 36.1
 JU4175;SPC PA S     -    72,680.792   825,332.143   MT  0.99999629   +1 42 40.3
 JU4175;SPC PA S     -   238,453.57  2,707,777.21   sFT  0.99999629   +1 42 40.3
 JU4175;UTM  18      - 4,423,057.663   490,392.048   MT  0.99960114   -0 04 20.1
 JU4175
 JU4175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4175!SPC NJ       -   1.00000506  x   0.99993370  =   0.99993875
 JU4175!SPC PA S     -   1.00000506  x   0.99999629  =   1.00000135
 JU4175!UTM  18      -   1.00000506  x   0.99960114  =   0.99960619
 JU4175
 JU4175                          SUPERSEDED SURVEY CONTROL
 JU4175
 JU4175  NAD 83(1991)-  39 57 27.36975(N)    075 06 44.96167(W) AD(       ) 3
 JU4175  NAD 83(1986)-  39 57 27.36617(N)    075 06 44.96351(W) AD(       ) 3
 JU4175
 JU4175.Superseded values are not recommended for survey control.
 JU4175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4175.See file dsdata.txt to determine how the superseded data were derived.
 JU4175
 JU4175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9039223058(NAD 83)
 JU4175_MARKER: Z = SEE DESCRIPTION
 JU4175_SETTING: 0 = UNSPECIFIED SETTING
 JU4175_MARK LOGO: NOS   
 JU4175_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4175+SATELLITE: SATELLITE OBSERVATIONS - 1978
 JU4175
 JU4175  HISTORY     - Date     Condition        Report By
 JU4175  HISTORY     - 1978     MONUMENTED       NOS
 JU4175
 JU4175                          STATION DESCRIPTION
 JU4175
 JU4175'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 JU4175'THE STATION IS LOCATED ON THE SOUTHERN SHORE OF THE BACK CHANNEL BY
 JU4175'PETTY ISLAND JUST S OF THE ENTRANCE TO COOPER RIVER.
 JU4175'TO REACH STATION PROCEED BY BOAT.
 JU4175'STATION MARK IS A PUNCH MARK IN THE TOP OF THE CENTER INSHORE
 JU4175'BOLT-HEAD OF A DOUBLE MOORING BIT IN THE NE CORNER OF THE WHARF IN THE
 JU4175'NE CORNER OF PINE POINT PARK.
 JU4175'RM 1 IS A NAIL IN THE N FACE OF THE WHARF WHICH IS 0.67 M (2.2 FT) N
 JU4175'OF THE STATION.
 JU4175'RM 2 IS A NAIL IN THE E FACE OF THE WHARF WHICH IS 0.30 M (1.0 FT) E
 JU4175'OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4176 ***********************************************************************
 JU4176  DESIGNATION -  61 22 NJ 78
 JU4176  PID         -  JU4176
 JU4176  STATE/COUNTY-  NJ/GLOUCESTER
 JU4176  USGS QUAD   -  WOODBURY (1995)
 JU4176
 JU4176                         *CURRENT SURVEY CONTROL
 JU4176  ___________________________________________________________________
 JU4176* NAD 83(1996)-  39 51 11.52466(N)    075 14 01.95781(W)     ADJUSTED  
 JU4176* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU4176  ___________________________________________________________________
 JU4176  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 JU4176  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU4176
 JU4176  HORZ ORDER  -  THIRD
 JU4176
 JU4176.The horizontal coordinates were established by classical geodetic methods
 JU4176.and adjusted by the National Geodetic Survey in September 1999..
 JU4176
 JU4176.The orthometric height was scaled from a topographic map.
 JU4176
 JU4176.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4176
 JU4176.The geoid height was determined by GEOID03.
 JU4176
 JU4176;                    North         East     Units Scale Factor Converg.
 JU4176;SPC NJ       -   113,474.231    87,203.375   MT  0.99994853   -0 28 13.1
 JU4176;SPC NJ       -   372,290.04    286,099.74   sFT  0.99994853   -0 28 13.1
 JU4176;SPC PA S     -    60,790.800   815,294.605   MT  1.00001350   +1 37 56.8
 JU4176;SPC PA S     -   199,444.48  2,674,845.72   sFT  1.00001350   +1 37 56.8
 JU4176;UTM  18      - 4,411,490.371   479,993.621   MT  0.99960493   -0 08 59.5
 JU4176
 JU4176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4176!SPC NJ       -   1.00000506  x   0.99994853  =   0.99995359
 JU4176!SPC PA S     -   1.00000506  x   1.00001350  =   1.00001856
 JU4176!UTM  18      -   1.00000506  x   0.99960493  =   0.99960999
 JU4176
 JU4176                          SUPERSEDED SURVEY CONTROL
 JU4176
 JU4176  NAD 83(1991)-  39 51 11.52052(N)    075 14 01.96004(W) AD(       ) 3
 JU4176  NAD 83(1986)-  39 51 11.52047(N)    075 14 01.96205(W) AD(       ) 3
 JU4176
 JU4176.Superseded values are not recommended for survey control.
 JU4176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4176.See file dsdata.txt to determine how the superseded data were derived.
 JU4176
 JU4176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7999411490(NAD 83)
 JU4176_MARKER: DD = SURVEY DISK
 JU4176_SETTING: 0 = UNSPECIFIED SETTING
 JU4176_STAMPING: 61 22 NJ 78
 JU4176_MARK LOGO: NOS   
 JU4176_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4176+SATELLITE: SATELLITE OBSERVATIONS - 1978
 JU4176
 JU4176  HISTORY     - Date     Condition        Report By
 JU4176  HISTORY     - 1978     MONUMENTED       NOS
 JU4176
 JU4176                          STATION DESCRIPTION
 JU4176
 JU4176'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 JU4176'THE STATION IS LOCATED NEAR THE SOUTHERN SHORE OF THE DELAWARE RIVER
 JU4176'JUST W OF THE ENTRANCE TO MANTUA CREEK.
 JU4176'TO REACH STATION PROCEED BY BOAT.
 JU4176'STATION MARK IS A STANDARD NOS DISK CEMENTED INTO A DRILL HOLE IN THE
 JU4176'TOP OF THE UPRIVER CONCRETE AND STEEL CAISSON FOR PIER NO. 2 OF THE
 JU4176'BRITISH PETROLEUM OIL COMPANY, PAULSBORE TERMINAL, BILLINGSPORT, NJ.
 JU4176'RM 1 IS THE CENTER OF THREE PUNCH MARKS AT THE BOTTOM OF THE UPRIVER
 JU4176'SIDE OF THE DOWNRIVER MOORING POST WHICH IS 1.65 M (5.4 FT) S OF THE
 JU4176'STATION.
 JU4176'RM 2 IS THE CENTER OF THREE PUNCH MARKS AT THE BOTTOM OF THE DOWNRIVER
 JU4176'SIDE OF THE UPRIVER MOORING POST WHICH IS 1.46 M (4.8 FT) E OF THE
 JU4176'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4177 ***********************************************************************
 JU4177  DESIGNATION -  61 23 NJ 78
 JU4177  PID         -  JU4177
 JU4177  STATE/COUNTY-  NJ/GLOUCESTER
 JU4177  USGS QUAD   -  BRIDGEPORT (1995)
 JU4177
 JU4177                         *CURRENT SURVEY CONTROL
 JU4177  ___________________________________________________________________
 JU4177* NAD 83(1996)-  39 50 44.00277(N)    075 17 40.99781(W)     ADJUSTED  
 JU4177* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU4177  ___________________________________________________________________
 JU4177  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 JU4177  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU4177
 JU4177  HORZ ORDER  -  THIRD
 JU4177
 JU4177.The horizontal coordinates were established by classical geodetic methods
 JU4177.and adjusted by the National Geodetic Survey in September 1999..
 JU4177
 JU4177.The orthometric height was scaled from a topographic map.
 JU4177
 JU4177.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4177
 JU4177.The geoid height was determined by GEOID03.
 JU4177
 JU4177;                    North         East     Units Scale Factor Converg.
 JU4177;SPC NJ       -   112,669.975    81,989.417   MT  0.99995693   -0 30 33.2
 JU4177;SPC NJ       -   369,651.41    268,993.61   sFT  0.99995693   -0 30 33.2
 JU4177;SPC PA S     -    59,795.742   810,113.344   MT  1.00001489   +1 35 34.7
 JU4177;SPC PA S     -   196,179.86  2,657,846.86   sFT  1.00001489   +1 35 34.7
 JU4177;UTM  18      - 4,410,657.260   474,786.046   MT  0.99960783   -0 11 19.8
 JU4177
 JU4177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4177!SPC NJ       -   1.00000506  x   0.99995693  =   0.99996199
 JU4177!SPC PA S     -   1.00000506  x   1.00001489  =   1.00001995
 JU4177!UTM  18      -   1.00000506  x   0.99960783  =   0.99961289
 JU4177
 JU4177                          SUPERSEDED SURVEY CONTROL
 JU4177
 JU4177  NAD 83(1991)-  39 50 44.00056(N)    075 17 40.99987(W) AD(       ) 3
 JU4177  NAD 83(1986)-  39 50 43.99841(N)    075 17 41.00188(W) AD(       ) 3
 JU4177
 JU4177.Superseded values are not recommended for survey control.
 JU4177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4177.See file dsdata.txt to determine how the superseded data were derived.
 JU4177
 JU4177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7478610657(NAD 83)
 JU4177_MARKER: Z = SEE DESCRIPTION
 JU4177_SETTING: 0 = UNSPECIFIED SETTING
 JU4177_MARK LOGO: NOS   
 JU4177_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4177+SATELLITE: SATELLITE OBSERVATIONS - 1978
 JU4177
 JU4177  HISTORY     - Date     Condition        Report By
 JU4177  HISTORY     - 1978     MONUMENTED       NOS
 JU4177
 JU4177                          STATION DESCRIPTION
 JU4177
 JU4177'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 JU4177'THE STATION IS LOCATED ON THE SOUTHERN SHORE OF THE DELAWARE RIVER
 JU4177'NEAR CRAB POINT.
 JU4177'TO REACH STATION PROCEED BY BOAT.
 JU4177'STATION MARK IS A DRILL HOLE CIRCUMSCRIBED WITH A TRIANGLE CUT IN THE
 JU4177'TOP OF THE CONCRETE AND STEEL UPRIVER CAISSON OF THE DUPONT, REPAUNO
 JU4177'PLANT, CHEMICAL HANDLING WHARF.
 JU4177'RM 1 IS A CROSS CUT ON THE UPRIVER MOORING POST WHICH IS 2.96 M
 JU4177'(9.7 FT) S OF THE STATION.
 JU4177'RM 2 IS A CROSS CUT ON THE UPRIVER OFFSHORE MOORING CLEAT WHICH IS
 JU4177'2.74 M (9.0 FT) E OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4180 ***********************************************************************
 JU4180  DESIGNATION -  61 26 NJ 78
 JU4180  PID         -  JU4180
 JU4180  STATE/COUNTY-  NJ/GLOUCESTER
 JU4180  USGS QUAD   -  BRIDGEPORT (1995)
 JU4180
 JU4180                         *CURRENT SURVEY CONTROL
 JU4180  ___________________________________________________________________
 JU4180* NAD 83(1996)-  39 49 44.27135(N)    075 21 29.43601(W)     ADJUSTED  
 JU4180* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU4180  ___________________________________________________________________
 JU4180  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 JU4180  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JU4180
 JU4180  HORZ ORDER  -  THIRD
 JU4180
 JU4180.The horizontal coordinates were established by classical geodetic methods
 JU4180.and adjusted by the National Geodetic Survey in September 1999..
 JU4180
 JU4180.The orthometric height was scaled from a topographic map.
 JU4180
 JU4180.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4180
 JU4180.The geoid height was determined by GEOID03.
 JU4180
 JU4180;                    North         East     Units Scale Factor Converg.
 JU4180;SPC NJ       -   110,878.071    76,541.321   MT  0.99996641   -0 32 58.9
 JU4180;SPC NJ       -   363,772.47    251,119.32   sFT  0.99996641   -0 32 58.9
 JU4180;SPC PA S     -    57,805.122   804,734.338   MT  1.00001796   +1 33 06.5
 JU4180;SPC PA S     -   189,648.97  2,640,199.24   sFT  1.00001796   +1 33 06.5
 JU4180;SPC DE       -   203,041.024   205,007.101   MT  0.99999531   +0 02 14.9
 JU4180;SPC DE       -   666,143.76    672,594.13   sFT  0.99999531   +0 02 14.9
 JU4180;UTM  18      - 4,408,835.567   469,349.967   MT  0.99961157   -0 13 45.9
 JU4180
 JU4180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4180!SPC NJ       -   1.00000491  x   0.99996641  =   0.99997132
 JU4180!SPC PA S     -   1.00000491  x   1.00001796  =   1.00002287
 JU4180!SPC DE       -   1.00000491  x   0.99999531  =   1.00000022
 JU4180!UTM  18      -   1.00000491  x   0.99961157  =   0.99961648
 JU4180
 JU4180                          SUPERSEDED SURVEY CONTROL
 JU4180
 JU4180  NAD 83(1991)-  39 49 44.27057(N)    075 21 29.43677(W) AD(       ) 3
 JU4180  NAD 83(1986)-  39 49 44.26653(N)    075 21 29.43897(W) AD(       ) 3
 JU4180
 JU4180.Superseded values are not recommended for survey control.
 JU4180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4180.See file dsdata.txt to determine how the superseded data were derived.
 JU4180
 JU4180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6935008836(NAD 83)
 JU4180_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JU4180_SETTING: 0 = UNSPECIFIED SETTING
 JU4180_MARK LOGO: NOS   
 JU4180_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4180+SATELLITE: SATELLITE OBSERVATIONS - 1978
 JU4180
 JU4180  HISTORY     - Date     Condition        Report By
 JU4180  HISTORY     - 1978     MONUMENTED       NOS
 JU4180
 JU4180                          STATION DESCRIPTION
 JU4180
 JU4180'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 JU4180'THE STATION IS LOCATED NEAR EXCELSIOR BAR JUST NE OF THE COMMODORE
 JU4180'BARRY BRIDGE IN THE DELAWARE RIVER.
 JU4180'TO REACH STATION PROCEED BY BOAT.
 JU4180'STATION MARK IS A 3/4-INCH CAPPED PIPE 0.8 FT ABOVE THE GROUND AT THE
 JU4180'HIGHEST POINT OF THE RIDGE LINE OF A DREDGE SPOIL EMBANKMENT
 JU4180'APPROXIMATELY 65 FT FROM THE SE END OF THE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4182 ***********************************************************************
 JU4182  DESIGNATION -  61 28 NJ 78
 JU4182  PID         -  JU4182
 JU4182  STATE/COUNTY-  NJ/GLOUCESTER
 JU4182  USGS QUAD   -  MARCUS HOOK (1993)
 JU4182
 JU4182                         *CURRENT SURVEY CONTROL
 JU4182  ___________________________________________________________________
 JU4182* NAD 83(1996)-  39 48 04.99035(N)    075 24 12.93249(W)     ADJUSTED  
 JU4182* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU4182  ___________________________________________________________________
 JU4182  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 JU4182  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU4182
 JU4182  HORZ ORDER  -  THIRD
 JU4182
 JU4182.The horizontal coordinates were established by classical geodetic methods
 JU4182.and adjusted by the National Geodetic Survey in September 1999..
 JU4182
 JU4182.The orthometric height was scaled from a topographic map.
 JU4182
 JU4182.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4182
 JU4182.The geoid height was determined by GEOID03.
 JU4182
 JU4182;                    North         East     Units Scale Factor Converg.
 JU4182;SPC NJ       -   107,854.571    72,622.826   MT  0.99997369   -0 34 42.4
 JU4182;SPC NJ       -   353,852.87    238,263.39   sFT  0.99997369   -0 34 42.4
 JU4182;SPC PA S     -    54,639.829   800,929.137   MT  1.00002325   +1 31 20.4
 JU4182;SPC PA S     -   179,264.17  2,627,715.01   sFT  1.00002325   +1 31 20.4
 JU4182;SPC DE       -   199,977.463   201,119.688   MT  0.99999502   +0 00 30.1
 JU4182;SPC DE       -   656,092.73    659,840.18   sFT  0.99999502   +0 00 30.1
 JU4182;UTM  18      - 4,405,791.305   465,449.822   MT  0.99961470   -0 15 30.1
 JU4182
 JU4182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4182!SPC NJ       -   1.00000506  x   0.99997369  =   0.99997875
 JU4182!SPC PA S     -   1.00000506  x   1.00002325  =   1.00002831
 JU4182!SPC DE       -   1.00000506  x   0.99999502  =   1.00000008
 JU4182!UTM  18      -   1.00000506  x   0.99961470  =   0.99961976
 JU4182
 JU4182                          SUPERSEDED SURVEY CONTROL
 JU4182
 JU4182  NAD 83(1991)-  39 48 04.98981(N)    075 24 12.93273(W) AD(       ) 3
 JU4182  NAD 83(1986)-  39 48 04.98501(N)    075 24 12.93390(W) AD(       ) 3
 JU4182
 JU4182.Superseded values are not recommended for survey control.
 JU4182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4182.See file dsdata.txt to determine how the superseded data were derived.
 JU4182
 JU4182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6545005791(NAD 83)
 JU4182_MARKER: DD = SURVEY DISK
 JU4182_SETTING: 0 = UNSPECIFIED SETTING
 JU4182_STAMPING: 61 28 NJ 78
 JU4182_MARK LOGO: NOS   
 JU4182_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4182+SATELLITE: SATELLITE OBSERVATIONS - 1978
 JU4182
 JU4182  HISTORY     - Date     Condition        Report By
 JU4182  HISTORY     - 1978     MONUMENTED       NOS
 JU4182
 JU4182                          STATION DESCRIPTION
 JU4182
 JU4182'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 JU4182'THE STATION IS LOCATED NEAR THE S SHORE OF THE DELAWARE RIVER ABOUT
 JU4182'0.9 NAUTICAL MI SW OF THE ENTRANCE TO RACCOON CREEK.
 JU4182'TO REACH STATION PROCEED BY BOAT.
 JU4182'STATION MARK IS A STANDARD NOS DISK CEMENTED IN THE DOWNRIVER OFFSHORE
 JU4182'CORNER OF THE MAIN DOWNRIVER BREASTING DOLPHIN OF THE MONSANTO
 JU4182'DELAWARE RIVER RECEIVING DOCK IN BRIDGEPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7144 ***********************************************************************
 KV7144  DESIGNATION -  6219
 KV7144  PID         -  KV7144
 KV7144  STATE/COUNTY-  NJ/MONMOUTH
 KV7144  USGS QUAD   -  MARLBORO (1981)
 KV7144
 KV7144                         *CURRENT SURVEY CONTROL
 KV7144  ___________________________________________________________________
 KV7144* NAD 83(1996)-  40 20 56.40550(N)    074 11 42.57929(W)     ADJUSTED  
 KV7144* NAVD 88     -        29.6    (meters)      97.     (feet)  GPS OBS   
 KV7144  ___________________________________________________________________
 KV7144  X           -   1,325,775.688 (meters)                     COMP
 KV7144  Y           -  -4,683,682.052 (meters)                     COMP
 KV7144  Z           -   4,107,593.850 (meters)                     COMP
 KV7144  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 KV7144  ELLIP HEIGHT-          -2.71  (meters)          (10/23/02) GPS OBS
 KV7144  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KV7144
 KV7144  HORZ ORDER  -  FIRST
 KV7144  ELLP ORDER  -  FOURTH    CLASS I
 KV7144
 KV7144.The horizontal coordinates were established by GPS observations
 KV7144.and adjusted by the National Geodetic Survey in May 1999..
 KV7144
 KV7144.The orthometric height was determined by GPS observations and a
 KV7144.high-resolution geoid model.
 KV7144
 KV7144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7144
 KV7144.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7144
 KV7144.The ellipsoidal height was determined by GPS observations
 KV7144.and is referenced to NAD 83.
 KV7144
 KV7144.The geoid height was determined by GEOID03.
 KV7144
 KV7144;                    North         East     Units Scale Factor Converg.
 KV7144;SPC NJ       -   168,307.562   175,895.805   MT  0.99990825   +0 11 50.5
 KV7144;SPC NJ       -   552,189.06    577,084.82   sFT  0.99990825   +0 11 50.5
 KV7144;UTM  18      - 4,466,804.968   568,350.156   MT  0.99965751   +0 31 16.0
 KV7144
 KV7144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7144!SPC NJ       -   1.00000043  x   0.99990825  =   0.99990868
 KV7144!UTM  18      -   1.00000043  x   0.99965751  =   0.99965793
 KV7144
 KV7144                          SUPERSEDED SURVEY CONTROL
 KV7144
 KV7144  ELLIP H (05/14/99)   -2.72   (m)                       GP(       ) 4 1
 KV7144  NAD 83(1992)-  40 20 56.40478(N)    074 11 42.57956(W) AD(       ) 1
 KV7144  ELLIP H (09/14/94)   -2.78   (m)                       GP(       ) 3 1
 KV7144
 KV7144.Superseded values are not recommended for survey control.
 KV7144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7144.See file dsdata.txt to determine how the superseded data were derived.
 KV7144
 KV7144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6835066805(NAD 83)
 KV7144_MARKER: DD = SURVEY DISK
 KV7144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7144_SP_SET: CONCRETE POST
 KV7144_STAMPING: 6219
 KV7144_MARK LOGO: NJGS  
 KV7144_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7144+STABILITY: SURFACE MOTION
 KV7144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7144+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2006
 KV7144
 KV7144  HISTORY     - Date     Condition        Report By
 KV7144  HISTORY     - 1935     MONUMENTED       NJGS
 KV7144  HISTORY     - 19930809 GOOD             NJGS
 KV7144  HISTORY     - 20060309 GOOD             INDIV
 KV7144
 KV7144                          STATION DESCRIPTION
 KV7144
 KV7144'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7144'THE STATION IS LOCATED IN HOLMDEL TOWNSHIP, ON THE EAST SIDE OF STATE
 KV7144'ROUTE 34.  TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 520,
 KV7144'NEWMAN SPRINGS ROAD, WEST MAIN STREET AND STATE ROUTE 34, WHICH IS
 KV7144'JUST NORTH OF WILLOW BROOK, GO 0.3 MI (0.5 KM) NORTH ON STATE ROUTE
 KV7144'34 TO THE STATION ON THE RIGHT.  THE STATION IS 9.9 M (32.5 FT) EAST
 KV7144'OF THE CENTERLINE OF ROUTE 34, 2.4 M (7.9 FT) EAST OF THE EAST EDGE
 KV7144'OF PAVING OF ROUTE 34, 21.3 M (69.9 FT) EAST OF POLE NUMBER JC 243
 KV7144'HML, 23.4 M (76.8 FT) NORTHEAST OF A TRAFFIC SIGNAL AHEAD SIGN FOR
 KV7144'THE SOUTHBOUND LANES, 53.6 M (175.9 FT) SOUTH OF A NO PARKING SIGN
 KV7144'FOR THE NORTHBOUND LANES, 61.6 M (202.1 FT) SOUTH OF THE RANGE OF A
 KV7144'POLE NUMBER JC 242 HML 34, 60.5 M (198.5 FT) NORTH OF THE RANGE OF
 KV7144'POLE NUMBER JC 244 HML 34, AND IS 0.3 M (1.0 FT) BELOW THE GROUND.
 KV7144
 KV7144                          STATION RECOVERY (2006)
 KV7144
 KV7144'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (GE)
 KV7144'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6269 ***********************************************************************
 KV6269  DESIGNATION -  6239
 KV6269  PID         -  KV6269
 KV6269  STATE/COUNTY-  NJ/MONMOUTH
 KV6269  USGS QUAD   -  ASBURY PARK (1989)
 KV6269
 KV6269                         *CURRENT SURVEY CONTROL
 KV6269  ___________________________________________________________________
 KV6269* NAD 83(1986)-  40 10 35.     (N)    074 03 10.     (W)     SCALED    
 KV6269* NAVD 88     -        15.527  (meters)      50.94   (feet)  ADJUSTED  
 KV6269  ___________________________________________________________________
 KV6269  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV6269  DYNAMIC HT  -          15.519 (meters)      50.92  (feet)  COMP
 KV6269  MODELED GRAV-     980,168.2   (mgal)                       NAVD 88
 KV6269
 KV6269  VERT ORDER  -  FIRST     CLASS II
 KV6269
 KV6269.The horizontal coordinates were scaled from a topographic map and have
 KV6269.an estimated accuracy of +/- 6 seconds.
 KV6269
 KV6269.The orthometric height was determined by differential leveling
 KV6269.and adjusted by the National Geodetic Survey in June 1991..
 KV6269
 KV6269.The geoid height was determined by GEOID03.
 KV6269
 KV6269.The dynamic height is computed by dividing the NAVD 88
 KV6269.geopotential number by the normal gravity value computed on the
 KV6269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6269.degrees latitude (g = 980.6199 gals.).
 KV6269
 KV6269.The modeled gravity was interpolated from observed gravity values.
 KV6269
 KV6269;                    North         East    Units  Estimated Accuracy
 KV6269;SPC NJ       -   149,190.      188,090.      MT  (+/- 180 meters Scaled)
 KV6269
 KV6269                          SUPERSEDED SURVEY CONTROL
 KV6269
 KV6269  NGVD 29 (01/10/92)   15.855  (m)           52.02   (f) ADJUSTED    1 2
 KV6269
 KV6269.Superseded values are not recommended for survey control.
 KV6269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6269.See file dsdata.txt to determine how the superseded data were derived.
 KV6269
 KV6269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK806477(NAD 83)
 KV6269_MARKER: DD = SURVEY DISK
 KV6269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6269_SP_SET: CONCRETE POST
 KV6269_STAMPING: 6239
 KV6269_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6269+STABILITY: SURFACE MOTION
 KV6269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6269+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1989
 KV6269
 KV6269  HISTORY     - Date     Condition        Report By
 KV6269  HISTORY     - 1958     MONUMENTED       NJGS
 KV6269  HISTORY     - 19890613 GOOD             NJGS
 KV6269
 KV6269                          STATION DESCRIPTION
 KV6269
 KV6269'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6269'THE STATION IS IN WALL TOWNSHIP, LOCATED AT THE EAST CORNER OF BELMAR
 KV6269'BLVD., COUNTY ROUTE 18, AND BAY PLAZA.  TO REACH THE STATION FROM THE
 KV6269'JUNCTION OF STATE ROUTE 35 AND BELMAR BLVD.  GO WEST ON BELMAR BLVD.
 KV6269'1.45 KM (0.90 MI) TO THE JUNCTION AND THE MARK ON THE RIGHT, 2.35 M
 KV6269'(7.71 FT) NORTH NORTHWEST FROM UTILITY POLE J883, JC 452 WL, 11.2 M
 KV6269'(36.7 FT) WEST FROM THE WEST CORNER OF HOUSE NO. 1906, 16.6 M (54.5
 KV6269'FT) EAST FROM A FIRE HYDRANT, 12.95 M (42.49 FT) SOUTH FROM A
 KV6269'SANITARY SEWER MANHOLE, 7.35 M (24.11 FT) NORTH NORTHEAST FROM THE
 KV6269'CENTERLINE OF BELMAR BLVD., 7.8 M (25.6 FT) SOUTHEAST FROM THE
 KV6269'CENTERLINE OF BAY PLAZA, 13.8 M (45.3 FT) NORTH NORTHEAST FROM
 KV6269'UTILITY POLE BT 6803 WL AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0846 ***********************************************************************
 KU0846  TIDAL BM    -  This is a Tidal Bench Mark.
 KU0846  DESIGNATION -  6267 NJGS
 KU0846  PID         -  KU0846
 KU0846  STATE/COUNTY-  NJ/MONMOUTH
 KU0846  USGS QUAD   -  SANDY HOOK (1981)
 KU0846
 KU0846                         *CURRENT SURVEY CONTROL
 KU0846  ___________________________________________________________________
 KU0846* NAD 83(1996)-  40 23 47.80861(N)    073 58 55.13807(W)     ADJUSTED  
 KU0846* NAVD 88     -        13.435  (meters)      44.08   (feet)  ADJUSTED  
 KU0846  ___________________________________________________________________
 KU0846  X           -   1,342,244.416 (meters)                     COMP
 KU0846  Y           -  -4,675,413.188 (meters)                     COMP
 KU0846  Z           -   4,111,611.031 (meters)                     COMP
 KU0846  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 KU0846  ELLIP HEIGHT-         -19.12  (meters)          (10/23/02) GPS OBS
 KU0846  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KU0846  DYNAMIC HT  -          13.429 (meters)      44.06  (feet)  COMP
 KU0846  MODELED GRAV-     980,186.5   (mgal)                       NAVD 88
 KU0846
 KU0846  HORZ ORDER  -  FIRST
 KU0846  VERT ORDER  -  FIRST     CLASS II
 KU0846  ELLP ORDER  -  FOURTH    CLASS I
 KU0846
 KU0846.The horizontal coordinates were established by GPS observations
 KU0846.and adjusted by the National Geodetic Survey in May 1999..
 KU0846
 KU0846.The orthometric height was determined by differential leveling
 KU0846.and adjusted by the National Geodetic Survey in June 1991..
 KU0846
 KU0846.This Tidal Bench Mark is designated as VM 2559
 KU0846.by the Center for Operational Oceanographic Products and Services.
 KU0846
 KU0846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU0846
 KU0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU0846
 KU0846.The ellipsoidal height was determined by GPS observations
 KU0846.and is referenced to NAD 83.
 KU0846
 KU0846.The geoid height was determined by GEOID03.
 KU0846
 KU0846.The dynamic height is computed by dividing the NAVD 88
 KU0846.geopotential number by the normal gravity value computed on the
 KU0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0846.degrees latitude (g = 980.6199 gals.).
 KU0846
 KU0846.The modeled gravity was interpolated from observed gravity values.
 KU0846
 KU0846;                    North         East     Units Scale Factor Converg.
 KU0846;SPC NJ       -   173,678.183   193,974.197   MT  0.99992380   +0 20 08.6
 KU0846;SPC NJ       -   569,809.17    636,397.01   sFT  0.99992380   +0 20 08.6
 KU0846;UTM  18      - 4,472,276.382   586,393.543   MT  0.99969187   +0 39 35.3
 KU0846
 KU0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU0846!SPC NJ       -   1.00000300  x   0.99992380  =   0.99992680
 KU0846!UTM  18      -   1.00000300  x   0.99969187  =   0.99969487
 KU0846
 KU0846                          SUPERSEDED SURVEY CONTROL
 KU0846
 KU0846  ELLIP H (05/14/99)  -19.14   (m)                       GP(       ) 4 1
 KU0846  NAD 83(1992)-  40 23 47.80788(N)    073 58 55.13792(W) AD(       ) 1
 KU0846  ELLIP H (09/14/94)  -19.22   (m)                       GP(       ) 3 1
 KU0846  NAD 83(1986)-  40 23 47.80741(N)    073 58 55.13745(W) AD(       ) 2
 KU0846  NAVD 88 (09/14/94)   13.43   (m)           44.1    (f) LEVELING    3  
 KU0846  NGVD 29 (04/16/92)   13.755  (m)           45.13   (f) ADJUSTED    1 2
 KU0846
 KU0846.Superseded values are not recommended for survey control.
 KU0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0846.See file dsdata.txt to determine how the superseded data were derived.
 KU0846
 KU0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8639472276(NAD 83)
 KU0846_MARKER: DS = TRIANGULATION STATION DISK
 KU0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0846_SP_SET: CONCRETE POST
 KU0846_STAMPING: 6267
 KU0846_MARK LOGO: NJGS  
 KU0846_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0846+STABILITY: SURFACE MOTION
 KU0846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU0846+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2004
 KU0846
 KU0846  HISTORY     - Date     Condition        Report By
 KU0846  HISTORY     - UNK      MONUMENTED       NJGS
 KU0846  HISTORY     - 1964     GOOD             NGS
 KU0846  HISTORY     - 1979     GOOD             NGS
 KU0846  HISTORY     - 19881214 GOOD
 KU0846  HISTORY     - 19891010 GOOD             NJGS
 KU0846  HISTORY     - 19930811 GOOD             NJGS
 KU0846  HISTORY     - 20010103 GOOD             NJDEP
 KU0846  HISTORY     - 20040326 GOOD             INDIV
 KU0846
 KU0846                          STATION DESCRIPTION
 KU0846
 KU0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KU0846'AT HIGHLANDS.
 KU0846'AT HIGHLANDS, AT THE WEST END OF STATE HIGHWAY 36 BRIDGE OVER
 KU0846'SHREWSBURY RIVER, 29.0 FEET SOUTH OF THE CENTER LINE OF HIGHWAY
 KU0846'36, 27.9 FEET WEST-NORTHWEST OF THE WEST END OF BRIDGE, 6.6
 KU0846'FEET SOUTH OF THE SOUTH CURB, 4.4 FEET NORTH OF WEST END OF
 KU0846'GUARD RAIL, ABOUT 6 INCHES ABOVE STATE HIGHWAY 36 AND SET IN
 KU0846'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 KU0846'THE GROUND.
 KU0846
 KU0846                          STATION RECOVERY (1979)
 KU0846
 KU0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KU0846'RECOVERED IN GOOD CONDITION.
 KU0846
 KU0846                          STATION RECOVERY (1988)
 KU0846
 KU0846'RECOVERED 1988
 KU0846'RECOVERED IN GOOD CONDITION.
 KU0846
 KU0846                          STATION RECOVERY (1989)
 KU0846
 KU0846'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KU0846'THE STATION IS LOCATED ABOUT 0.4 KM (0.64 MI) WEST ALONG STATE ROUTE
 KU0846'36 FROM HIGHLANDS BEACH AT THE WEST END OF THE ROUTE 36 BRIDGE OVER
 KU0846'THE SHREWSBURY RIVER.  IT IS 50 M (164.04 FT) EAST OF THE SOLDIERS
 KU0846'AND SAILORS MONUMENT, 8.84 M (29.00 FT) SOUTH OF THE CENTERLINE OF
 KU0846'THE HIGHWAY, 8.5 M (27.89 FT) WEST OF THE END OF THE BRIDGE, 2.01 M
 KU0846'(6.59 FT) SOUTH OF THE SOUTH CURB OF THE HIGHWAY, 1.34 M (4.40 FT)
 KU0846'NORTH OF THE WEST END OF A GUARD RAIL AND PROJECTING 4 CENTIMETERS.
 KU0846
 KU0846                          STATION RECOVERY (1993)
 KU0846
 KU0846'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KU0846'THE STATION IS LOCATED ABOUT 0.4 KM (0.2 MI) WEST ALONG STATE ROUTE 36
 KU0846'FROM HIGHLANDS BEACH AT THE WEST END OF THE STATE ROUTE 36 BRIDGE
 KU0846'OVER THE SHREWSBURY RIVER.  THE STATION IS ABOUT 50 M (164.0 FT) EAST
 KU0846'FROM THE SOLDIERS AND SAILORS MONUMENT IN A GRASS AREA ON THE SOUTH
 KU0846'SIDE OF STATE ROUTE 36, 8.84 M (29.00 FT) SOUTH FROM THE CENTERLINE
 KU0846'OF  STATE ROUTE 36, 8.5 M (27.9 FT) WEST FROM THE WEST END OF THE
 KU0846'BRIDGE, 2.0 M (6.6 FT) SOUTH FROM THE SOUTH CURB OF STATE ROUTE 36
 KU0846'AND 1.3 M (4.3 FT) NORTH FROM THE WEST END OF A GUARD RAIL. THE
 KU0846'STATION PROJECTS ABOUT 0.03 M.
 KU0846
 KU0846                          STATION RECOVERY (2001)
 KU0846
 KU0846'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2001 (BMC)
 KU0846'RECOVERED IN GOOD CONDITION.
 KU0846
 KU0846                          STATION RECOVERY (2004)
 KU0846
 KU0846'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JFP)
 KU0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0839 ***********************************************************************
 KU0839  DESIGNATION -  6268
 KU0839  PID         -  KU0839
 KU0839  STATE/COUNTY-  NJ/MONMOUTH
 KU0839  USGS QUAD   -  SANDY HOOK (1981)
 KU0839
 KU0839                         *CURRENT SURVEY CONTROL
 KU0839  ___________________________________________________________________
 KU0839* NAD 83(1986)-  40 23 44.     (N)    073 58 35.     (W)     SCALED    
 KU0839* NAVD 88     -         2.193  (meters)       7.19   (feet)  ADJUSTED  
 KU0839  ___________________________________________________________________
 KU0839  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KU0839  DYNAMIC HT  -           2.192 (meters)       7.19  (feet)  COMP
 KU0839  MODELED GRAV-     980,185.6   (mgal)                       NAVD 88
 KU0839
 KU0839  VERT ORDER  -  FIRST     CLASS II
 KU0839
 KU0839.The horizontal coordinates were scaled from a topographic map and have
 KU0839.an estimated accuracy of +/- 6 seconds.
 KU0839
 KU0839.The orthometric height was determined by differential leveling
 KU0839.and adjusted by the National Geodetic Survey in June 1991..
 KU0839
 KU0839.The geoid height was determined by GEOID03.
 KU0839
 KU0839.The dynamic height is computed by dividing the NAVD 88
 KU0839.geopotential number by the normal gravity value computed on the
 KU0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0839.degrees latitude (g = 980.6199 gals.).
 KU0839
 KU0839.The modeled gravity was interpolated from observed gravity values.
 KU0839
 KU0839;                    North         East    Units  Estimated Accuracy
 KU0839;SPC NJ       -   173,560.      194,450.      MT  (+/- 180 meters Scaled)
 KU0839
 KU0839                          SUPERSEDED SURVEY CONTROL
 KU0839
 KU0839  NGVD 29 (04/16/92)    2.501  (m)            8.21   (f) ADJUSTED    1 2
 KU0839
 KU0839.Superseded values are not recommended for survey control.
 KU0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0839.See file dsdata.txt to determine how the superseded data were derived.
 KU0839
 KU0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK868721(NAD 83)
 KU0839_MARKER: DD = SURVEY DISK
 KU0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0839_STAMPING: 6268
 KU0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0839+STABILITY: SURFACE MOTION
 KU0839
 KU0839  HISTORY     - Date     Condition        Report By
 KU0839  HISTORY     - UNK      MONUMENTED       NJGS
 KU0839  HISTORY     - 1952     GOOD             NGS
 KU0839  HISTORY     - 19970811 MARK NOT FOUND   USPSQD
 KU0839
 KU0839                          STATION DESCRIPTION
 KU0839
 KU0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0839'AT HIGHLANDS.
 KU0839'AT HIGHLANDS, ABOUT 70 YARDS NORTH ALONG SANDY HOOK ROAD FROM
 KU0839'JUNCTION OF STATE HIGHWAY 36, ABOUT 100 YARDS EAST OF EAST END
 KU0839'OF STATE HIGHWAY 36 BRIDGE OVER SHREWSBURY RIVER, 20 1/2 FEET
 KU0839'WEST OF CENTER LINE OF SANDY HOOK ROAD, 32 FEET SOUTH OF
 KU0839'SOUTHEAST CORNER OF A STONE FENCE, 107 FEET NORTH OF A POWER
 KU0839'POLE THAT IS SET IN SIDE WALK, 1 FOOT WEST OF WEST EDGE OF SIDE
 KU0839'WALK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KU0839
 KU0839                          STATION RECOVERY (1997)
 KU0839
 KU0839'RECOVERY NOTE BY US POWER SQUADRON 1997
 KU0839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0840 ***********************************************************************
 KU0840  DESIGNATION -  6268 NJGS RESET 1964
 KU0840  PID         -  KU0840
 KU0840  STATE/COUNTY-  NJ/MONMOUTH
 KU0840  USGS QUAD   -  SANDY HOOK (1981)
 KU0840
 KU0840                         *CURRENT SURVEY CONTROL
 KU0840  ___________________________________________________________________
 KU0840* NAD 83(1986)-  40 23 44.     (N)    073 58 35.     (W)     SCALED    
 KU0840* NAVD 88     -         2.045  (meters)       6.71   (feet)  ADJUSTED  
 KU0840  ___________________________________________________________________
 KU0840  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KU0840  DYNAMIC HT  -           2.044 (meters)       6.71  (feet)  COMP
 KU0840  MODELED GRAV-     980,185.6   (mgal)                       NAVD 88
 KU0840
 KU0840  VERT ORDER  -  FIRST     CLASS II
 KU0840
 KU0840.The horizontal coordinates were scaled from a topographic map and have
 KU0840.an estimated accuracy of +/- 6 seconds.
 KU0840
 KU0840.The orthometric height was determined by differential leveling
 KU0840.and adjusted by the National Geodetic Survey in June 1991..
 KU0840
 KU0840.The geoid height was determined by GEOID03.
 KU0840
 KU0840.The dynamic height is computed by dividing the NAVD 88
 KU0840.geopotential number by the normal gravity value computed on the
 KU0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0840.degrees latitude (g = 980.6199 gals.).
 KU0840
 KU0840.The modeled gravity was interpolated from observed gravity values.
 KU0840
 KU0840;                    North         East    Units  Estimated Accuracy
 KU0840;SPC NJ       -   173,560.      194,450.      MT  (+/- 180 meters Scaled)
 KU0840
 KU0840                          SUPERSEDED SURVEY CONTROL
 KU0840
 KU0840  NGVD 29 (??/??/92)    2.403  (m)            7.88   (f) ADJ UNCH    1 2
 KU0840
 KU0840.Superseded values are not recommended for survey control.
 KU0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0840.See file dsdata.txt to determine how the superseded data were derived.
 KU0840
 KU0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK868721(NAD 83)
 KU0840_MARKER: DD = SURVEY DISK
 KU0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0840_STAMPING: 6268 RESET 1964
 KU0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0840+STABILITY: SURFACE MOTION
 KU0840
 KU0840  HISTORY     - Date     Condition        Report By
 KU0840  HISTORY     - 1964     MONUMENTED       NJGS
 KU0840  HISTORY     - 19960820 POOR             USPSQD
 KU0840  HISTORY     - 19970811 MARK NOT FOUND   USPSQD
 KU0840
 KU0840                          STATION DESCRIPTION
 KU0840
 KU0840'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1964
 KU0840'2.4 MI S FROM FORT HANCOCK.
 KU0840'2.35 MILES SOUTH ALONG SANDY HOOK ROAD FROM THE MAIN GATE OF THE
 KU0840'FORT HANCOCK MILITARY RESERVATION, ABOUT 178 FEET NORTH ALONG
 KU0840'SANDY HOOK ROAD FROM THE INTERSECTION OF SANDY HOOK ROAD AND STATE
 KU0840'HIGHWAY 36, 118 FEET NORTHEAST OF POWER LINE POLE NO. JC 7 SBR,
 KU0840'47 FEET WEST-NORTHWEST OF POWER LINE POLE NO. JC 240 SBR, 17.5
 KU0840'FEET WEST OF THE CENTER LINE OF SANDY HOOK ROAD, 8.0 FEET WEST
 KU0840'OF THE WEST CURB OF THE ROAD, ABOUT LEVEL WITH THE ROAD AND SET
 KU0840'IN THE TOP OF A CONCRETE POST FLUSH WITH THE SURFACE OF THE ROAD
 KU0840'AND IN THE WEST LANE OF THE SOUTH-BOUND LANE OF THE ROAD.
 KU0840
 KU0840                          STATION RECOVERY (1996)
 KU0840
 KU0840'RECOVERY NOTE BY US POWER SQUADRON 1996
 KU0840'MARK RECOVERED IN POOR CONDITION.
 KU0840
 KU0840                          STATION RECOVERY (1997)
 KU0840
 KU0840'RECOVERY NOTE BY US POWER SQUADRON 1997
 KU0840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG9897 ***********************************************************************
 DG9897  DESIGNATION -  6269
 DG9897  PID         -  DG9897
 DG9897  STATE/COUNTY-  NJ/MONMOUTH
 DG9897  USGS QUAD   -  SANDY HOOK (1981)
 DG9897
 DG9897                         *CURRENT SURVEY CONTROL
 DG9897  ___________________________________________________________________
 DG9897* NAD 83(1986)-  40 23 22.     (N)    073 58 31.     (W)     SCALED    
 DG9897* NAVD 88     -         1.794  (meters)       5.89   (feet)  ADJUSTED  
 DG9897  ___________________________________________________________________
 DG9897  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 DG9897  DYNAMIC HT  -           1.793 (meters)       5.88  (feet)  COMP
 DG9897  MODELED GRAV-     980,184.0   (mgal)                       NAVD 88
 DG9897
 DG9897  VERT ORDER  -  FIRST     CLASS II
 DG9897
 DG9897.The horizontal coordinates were scaled from a topographic map and have
 DG9897.an estimated accuracy of +/- 6 seconds.
 DG9897
 DG9897.The orthometric height was determined by differential leveling
 DG9897.and adjusted by the National Geodetic Survey in May 2006..
 DG9897
 DG9897.The geoid height was determined by GEOID03.
 DG9897
 DG9897.The dynamic height is computed by dividing the NAVD 88
 DG9897.geopotential number by the normal gravity value computed on the
 DG9897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9897.degrees latitude (g = 980.6199 gals.).
 DG9897
 DG9897.The modeled gravity was interpolated from observed gravity values.
 DG9897
 DG9897;                    North         East    Units  Estimated Accuracy
 DG9897;SPC NJ       -   172,890.      194,550.      MT  (+/- 180 meters Scaled)
 DG9897
 DG9897                          SUPERSEDED SURVEY CONTROL
 DG9897
 DG9897.No superseded survey control is available for this station.
 DG9897
 DG9897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK869714(NAD 83)
 DG9897_MARKER: DD = SURVEY DISK
 DG9897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9897_STAMPING: 6269
 DG9897_MARK LOGO: NJDCED
 DG9897_PROJECTION: RECESSED 20 CENTIMETERS
 DG9897_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9897+STABILITY: SURFACE MOTION
 DG9897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9897+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 DG9897
 DG9897  HISTORY     - Date     Condition        Report By
 DG9897  HISTORY     - UNK      MONUMENTED       NJGS
 DG9897  HISTORY     - 20030717 GOOD             NJGS
 DG9897
 DG9897                          STATION DESCRIPTION
 DG9897
 DG9897'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DG9897'THE STATION IS LOCATED IN THE BOROUGH OF SEA BRIGHT, ON THE EAST SIDE
 DG9897'OF STATE ROUTE 36  (OCEAN AVENUE).
 DG9897' 
 DG9897'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 36 (OCEAN
 DG9897'AVENUE) AND COUNTY  ROUTE 520 (RUMSON ROAD) AT THE BRIDGE OVER THE
 DG9897'SHREWSBURY RIVER IN SEA BRIGHT, GO  ABOUT 1.7 MILES NORTH ON ROUTE 36
 DG9897'TO THE STATION ON THE RIGHT.
 DG9897' 
 DG9897'THE STATION IS OPPOSITE AND ACROSS THE ROAD FROM THE DIVIDING WALL
 DG9897'BETWEEN THE RIVER  EDGE APARTMENT COMPLEX TO THE NORTH AND THE OCEAN
 DG9897'VIEW MARINA TO THE SOUTH.  THE  STATION IS 5.1 M EAST OF THE
 DG9897'CENTERLINE OF ROUTE 36, 20.2 M EAST OF A SERVCE POLE IN THE  PARKING
 DG9897'LOT FOR THE OCEAN VIEW MARINA, 26.3 M SOUTH OF A POLE WITH NO NUMBER,
 DG9897'18.8 M  NORTH OF POLE NUMBER JC 225 SBR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG9898 ***********************************************************************
 DG9898  DESIGNATION -  6270
 DG9898  PID         -  DG9898
 DG9898  STATE/COUNTY-  NJ/MONMOUTH
 DG9898  USGS QUAD   -  SANDY HOOK (1981)
 DG9898
 DG9898                         *CURRENT SURVEY CONTROL
 DG9898  ___________________________________________________________________
 DG9898* NAD 83(1986)-  40 22 59.     (N)    073 58 29.     (W)     SCALED    
 DG9898* NAVD 88     -         2.196  (meters)       7.20   (feet)  ADJUSTED  
 DG9898  ___________________________________________________________________
 DG9898  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DG9898  DYNAMIC HT  -           2.195 (meters)       7.20  (feet)  COMP
 DG9898  MODELED GRAV-     980,182.5   (mgal)                       NAVD 88
 DG9898
 DG9898  VERT ORDER  -  FIRST     CLASS II
 DG9898
 DG9898.The horizontal coordinates were scaled from a topographic map and have
 DG9898.an estimated accuracy of +/- 6 seconds.
 DG9898
 DG9898.The orthometric height was determined by differential leveling
 DG9898.and adjusted by the National Geodetic Survey in May 2006..
 DG9898
 DG9898.The geoid height was determined by GEOID03.
 DG9898
 DG9898.The dynamic height is computed by dividing the NAVD 88
 DG9898.geopotential number by the normal gravity value computed on the
 DG9898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9898.degrees latitude (g = 980.6199 gals.).
 DG9898
 DG9898.The modeled gravity was interpolated from observed gravity values.
 DG9898
 DG9898;                    North         East    Units  Estimated Accuracy
 DG9898;SPC NJ       -   172,180.      194,600.      MT  (+/- 180 meters Scaled)
 DG9898
 DG9898                          SUPERSEDED SURVEY CONTROL
 DG9898
 DG9898.No superseded survey control is available for this station.
 DG9898
 DG9898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK870707(NAD 83)
 DG9898_MARKER: DD = SURVEY DISK
 DG9898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9898_STAMPING: 6270
 DG9898_MARK LOGO: NJDCED
 DG9898_PROJECTION: RECESSED 20 CENTIMETERS
 DG9898_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9898+STABILITY: SURFACE MOTION
 DG9898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9898+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 DG9898
 DG9898  HISTORY     - Date     Condition        Report By
 DG9898  HISTORY     - UNK      MONUMENTED       NJGS
 DG9898  HISTORY     - 20030717 GOOD             NJGS
 DG9898
 DG9898                          STATION DESCRIPTION
 DG9898
 DG9898'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DG9898'THE STATION IS LOCATED IN THE BOROUGH OF SEA BRIGHT, ON THE EAST SIDE
 DG9898'OF STATE ROUTE 36  (OCEAN AVENUE).
 DG9898' 
 DG9898'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 36 (OCEAN
 DG9898'AVENUE) AND COUNTY  ROUTE 520 (RUMSON ROAD) AT THE BRIDGE OVER THE
 DG9898'SHREWSBURY RIVER IN SEA BRIGHT, GO  ABOUT 1.25 MILES NORTH ON ROUTE 36
 DG9898'TO THE STATION ON THE RIGHT.
 DG9898' 
 DG9898'THE STATION IS OPPOSITE AND ACROSS THE ROAD FROM THE DRIVEWAY FOR
 DG9898'HOUSE NUMBER 470 (2  STORY FRAME), 1.9 M NORTH OF THE CENTERLINE
 DG9898'EXTENDED OF THE DRIVEWAY, 19.7 M SOUTHWEST  OF POLE NUMBER JC 208 SBR,
 DG9898'20.0 M NORTH NORTHEAST JC 207 SBR, 4.8 M EAST OF THE CENTERLINE  OF
 DG9898'ROUTE 36, 18.2 M SOUTHEAST AND ACROSS THE ROAD FROM THE SOUTHEAST
 DG9898'CORNER OF A  MASONARY WALL FOR HOUSE NUMBER 462.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG9899 ***********************************************************************
 DG9899  DESIGNATION -  6271
 DG9899  PID         -  DG9899
 DG9899  STATE/COUNTY-  NJ/MONMOUTH
 DG9899  USGS QUAD   -  SANDY HOOK (1981)
 DG9899
 DG9899                         *CURRENT SURVEY CONTROL
 DG9899  ___________________________________________________________________
 DG9899* NAD 83(1986)-  40 22 52.     (N)    073 58 28.     (W)     SCALED    
 DG9899* NAVD 88     -         2.060  (meters)       6.76   (feet)  ADJUSTED  
 DG9899  ___________________________________________________________________
 DG9899  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DG9899  DYNAMIC HT  -           2.060 (meters)       6.76  (feet)  COMP
 DG9899  MODELED GRAV-     980,182.0   (mgal)                       NAVD 88
 DG9899
 DG9899  VERT ORDER  -  FIRST     CLASS II
 DG9899
 DG9899.The horizontal coordinates were scaled from a topographic map and have
 DG9899.an estimated accuracy of +/- 6 seconds.
 DG9899
 DG9899.The orthometric height was determined by differential leveling
 DG9899.and adjusted by the National Geodetic Survey in May 2006..
 DG9899
 DG9899.The geoid height was determined by GEOID03.
 DG9899
 DG9899.The dynamic height is computed by dividing the NAVD 88
 DG9899.geopotential number by the normal gravity value computed on the
 DG9899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9899.degrees latitude (g = 980.6199 gals.).
 DG9899
 DG9899.The modeled gravity was interpolated from observed gravity values.
 DG9899
 DG9899;                    North         East    Units  Estimated Accuracy
 DG9899;SPC NJ       -   171,960.      194,620.      MT  (+/- 180 meters Scaled)
 DG9899
 DG9899                          SUPERSEDED SURVEY CONTROL
 DG9899
 DG9899.No superseded survey control is available for this station.
 DG9899
 DG9899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK870705(NAD 83)
 DG9899_MARKER: DD = SURVEY DISK
 DG9899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9899_STAMPING: 6271
 DG9899_MARK LOGO: NJDCED
 DG9899_PROJECTION: RECESSED 20 CENTIMETERS
 DG9899_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9899+STABILITY: SURFACE MOTION
 DG9899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9899+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 DG9899
 DG9899  HISTORY     - Date     Condition        Report By
 DG9899  HISTORY     - UNK      MONUMENTED       NJGS
 DG9899  HISTORY     - 20030717 GOOD             NJGS
 DG9899
 DG9899                          STATION DESCRIPTION
 DG9899
 DG9899'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DG9899'THE STATION IS LOCATED IN THE BOROUGH OF SEA BRIGHT, IN THE FRONT YARD
 DG9899'BETWEEN HOUSE  NUMBER 534 AND 532.
 DG9899' 
 DG9899'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 36 (OCEAN
 DG9899'AVENUE) AND COUNTY  ROUTE 520 (RUMSON ROAD) AT THE BRIDGE OVER THE
 DG9899'SHREWSBURY RIVER IN SEA BRIGHT, GO  ABOUT 1.05 MILES NORTH ON ROUTE 36
 DG9899'TO THE STATION ON THE LEFT.
 DG9899' 
 DG9899'THE STATION IS 6.75 M EAST OF THE NORTHEAST CORNER OF HOUSE NUMBER 534
 DG9899'(1.5 STORY  FRAME), 8.5 M SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE
 DG9899'NUMBER 532 ( 1 STORY FRAME),  5.8 M WEST OF THE WEST CURBLINE OF ROUTE
 DG9899'36, 10.6 M WEST OF THE CENTERLINE OF ROUTE 36,  38.3 M NORTH OF THE
 DG9899'CENTERLINW OF ATLANTIC WAY, 17.5 M WEST SOUTHWEST OF POLE NUMBER  JC
 DG9899'202 SBR, 12.2 M NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE PILLAR
 DG9899'ON THE  NORTH END OF A MASONARY WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0797 ***********************************************************************
 KU0797  DESIGNATION -  6280 NJGS
 KU0797  PID         -  KU0797
 KU0797  STATE/COUNTY-  NJ/MONMOUTH
 KU0797  USGS QUAD   -  LONG BRANCH (1981)
 KU0797
 KU0797                         *CURRENT SURVEY CONTROL
 KU0797  ___________________________________________________________________
 KU0797* NAD 83(1986)-  40 18 39.     (N)    073 58 48.     (W)     SCALED    
 KU0797* NAVD 88     -         3.677  (meters)      12.06   (feet)  ADJUSTED  
 KU0797  ___________________________________________________________________
 KU0797  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KU0797  DYNAMIC HT  -           3.675 (meters)      12.06  (feet)  COMP
 KU0797  MODELED GRAV-     980,176.2   (mgal)                       NAVD 88
 KU0797
 KU0797  VERT ORDER  -  FIRST     CLASS I
 KU0797
 KU0797.The horizontal coordinates were scaled from a topographic map and have
 KU0797.an estimated accuracy of +/- 6 seconds.
 KU0797
 KU0797.The orthometric height was determined by differential leveling
 KU0797.and adjusted by the National Geodetic Survey in June 1991..
 KU0797
 KU0797.The geoid height was determined by GEOID03.
 KU0797
 KU0797.The dynamic height is computed by dividing the NAVD 88
 KU0797.geopotential number by the normal gravity value computed on the
 KU0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0797.degrees latitude (g = 980.6199 gals.).
 KU0797
 KU0797.The modeled gravity was interpolated from observed gravity values.
 KU0797
 KU0797;                    North         East    Units  Estimated Accuracy
 KU0797;SPC NJ       -   164,160.      194,200.      MT  (+/- 180 meters Scaled)
 KU0797
 KU0797                          SUPERSEDED SURVEY CONTROL
 KU0797
 KU0797  NGVD 29 (04/16/92)    4.000  (m)           13.12   (f) ADJUSTED    1 1
 KU0797
 KU0797.Superseded values are not recommended for survey control.
 KU0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0797.See file dsdata.txt to determine how the superseded data were derived.
 KU0797
 KU0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK866627(NAD 83)
 KU0797_MARKER: DD = SURVEY DISK
 KU0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0797_STAMPING: 6280
 KU0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0797+STABILITY: SURFACE MOTION
 KU0797
 KU0797  HISTORY     - Date     Condition        Report By
 KU0797  HISTORY     - UNK      MONUMENTED       NJGS
 KU0797  HISTORY     - 1964     GOOD             NGS
 KU0797  HISTORY     - 1979     GOOD             NGS
 KU0797  HISTORY     - 19950704 MARK NOT FOUND   USPSQD
 KU0797
 KU0797                          STATION DESCRIPTION
 KU0797
 KU0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KU0797'AT LONG BRANCH.
 KU0797'AT LONG BRANCH, AT THE INTERSECTION OF SEAVIEW AND NEW OCEAN
 KU0797'AVENUES, 95.0 FEET EAST OF THE EAST CURB OF FAY STREET, 49.0 FEET
 KU0797'SOUTHWEST OF THE INTERSECTIONS OF SEAVIEW AND NEW OCEAN AVENUES,
 KU0797'18.5 FEET WEST OF POWER LINE POLE NUMBER 40809 LB, 18.0 FEET SOUTH
 KU0797'OF THE CENTER LINE OF SEAVIEW AVENUE, 8.0 FEET NORTHWE0T OF THE
 KU0797'EAST CORNER OF A CONCRETE BLOCK FENCE, ABOUT LEVEL WITH THE
 KU0797'INTERSECTION AND IS A CONCRETE POST WHICH PROJECTS ABOUT 1-INCH
 KU0797'ABOVE THE GROUND.  NOTE-- THIS MARK IS 0.85 MILE SOUTH OF K 5.
 KU0797
 KU0797                          STATION RECOVERY (1979)
 KU0797
 KU0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KU0797'RECOVERED IN GOOD CONDITION.
 KU0797
 KU0797                          STATION RECOVERY (1995)
 KU0797
 KU0797'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU0797'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0802 ***********************************************************************
 KU0802  DESIGNATION -  6282
 KU0802  PID         -  KU0802
 KU0802  STATE/COUNTY-  NJ/MONMOUTH
 KU0802  USGS QUAD   -  LONG BRANCH (1981)
 KU0802
 KU0802                         *CURRENT SURVEY CONTROL
 KU0802  ___________________________________________________________________
 KU0802* NAD 83(1986)-  40 18 05.     (N)    073 58 43.     (W)     SCALED    
 KU0802* NAVD 88     -         5.552  (meters)      18.22   (feet)  POSTED    
 KU0802  ___________________________________________________________________
 KU0802  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KU0802  DYNAMIC HT  -           5.550 (meters)      18.21  (feet)  COMP
 KU0802  MODELED GRAV-     980,175.5   (mgal)                       NAVD 88
 KU0802
 KU0802  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KU0802
 KU0802.The horizontal coordinates were scaled from a topographic map and have
 KU0802.an estimated accuracy of +/- 6 seconds.
 KU0802
 KU0802.The orthometric height was determined by differential leveling
 KU0802.and adjusted by the National Geodetic Survey in 1992..
 KU0802.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KU0802.rate of 2.1 thru 3.0 mm/km.
 KU0802
 KU0802.The geoid height was determined by GEOID03.
 KU0802
 KU0802.The dynamic height is computed by dividing the NAVD 88
 KU0802.geopotential number by the normal gravity value computed on the
 KU0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0802.degrees latitude (g = 980.6199 gals.).
 KU0802
 KU0802.The modeled gravity was interpolated from observed gravity values.
 KU0802
 KU0802;                    North         East    Units  Estimated Accuracy
 KU0802;SPC NJ       -   163,110.      194,320.      MT  (+/- 180 meters Scaled)
 KU0802
 KU0802                          SUPERSEDED SURVEY CONTROL
 KU0802
 KU0802  NGVD 29 (04/16/92)    5.882  (m)           19.30   (f) ADJUSTED    1 2
 KU0802
 KU0802.Superseded values are not recommended for survey control.
 KU0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0802.See file dsdata.txt to determine how the superseded data were derived.
 KU0802
 KU0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK868617(NAD 83)
 KU0802_MARKER: DD = SURVEY DISK
 KU0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0802_STAMPING: 6282
 KU0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0802+STABILITY: SURFACE MOTION
 KU0802
 KU0802  HISTORY     - Date     Condition        Report By
 KU0802  HISTORY     - UNK      MONUMENTED       NJGS
 KU0802  HISTORY     - 1952     GOOD             NGS
 KU0802  HISTORY     - 1964     MARK NOT FOUND   NGS
 KU0802  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 KU0802
 KU0802                          STATION DESCRIPTION
 KU0802
 KU0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0802'AT LONG BRANCH.
 KU0802'AT LONG BRANCH, AT THE JUNCTION OF OCEAN AVENUE AND CHELSA
 KU0802'AVENUE, 15 FEET EAST OF CENTER LINE OF OCEAN AVENUE, 185 FEET
 KU0802'SOUTH OF A POST SUPPORTING A TRAFFIC LIGHT (POST IS IN EXTENDED
 KU0802'CENTER LINE OF CHELSA AVENUE), 43 FEET EAST AND ACROSS OCEAN
 KU0802'AVENUE FROM CRAMER SWIMING POOL, FLUSH AGAINST EAST EDGE OF EAST
 KU0802'CURB OF OCEAN AVENUE, ABOUT 1 FOOT ABOVE AVENUE AND SET IN THE
 KU0802'TOP OF A CONCRETE POST FLUSH WITH GROUND AND CURB.
 KU0802
 KU0802                          STATION RECOVERY (1964)
 KU0802
 KU0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU0802'MARK NOT FOUND.
 KU0802
 KU0802                          STATION RECOVERY (1997)
 KU0802
 KU0802'RECOVERY NOTE BY US POWER SQUADRON 1997
 KU0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5237 ***********************************************************************
 AA5237  DESIGNATION -  6297
 AA5237  PID         -  AA5237
 AA5237  STATE/COUNTY-  NJ/MONMOUTH
 AA5237  USGS QUAD   -  LONG BRANCH (1981)
 AA5237
 AA5237                         *CURRENT SURVEY CONTROL
 AA5237  ___________________________________________________________________
 AA5237* NAD 83(1996)-  40 16 21.52510(N)    073 59 11.85032(W)     ADJUSTED  
 AA5237* NAVD 88     -         8.3    (meters)      27.     (feet)  GPS OBS   
 AA5237  ___________________________________________________________________
 AA5237  X           -   1,344,322.322 (meters)                     COMP
 AA5237  Y           -  -4,684,082.011 (meters)                     COMP
 AA5237  Z           -   4,101,114.505 (meters)                     COMP
 AA5237  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 AA5237  ELLIP HEIGHT-         -24.43  (meters)          (10/23/02) GPS OBS
 AA5237  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 AA5237
 AA5237  HORZ ORDER  -  FIRST
 AA5237  ELLP ORDER  -  FOURTH    CLASS I
 AA5237
 AA5237.The horizontal coordinates were established by GPS observations
 AA5237.and adjusted by the National Geodetic Survey in May 1999..
 AA5237
 AA5237.The orthometric height was determined by GPS observations and a
 AA5237.high-resolution geoid model.
 AA5237
 AA5237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5237
 AA5237.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5237
 AA5237.The ellipsoidal height was determined by GPS observations
 AA5237.and is referenced to NAD 83.
 AA5237
 AA5237.The geoid height was determined by GEOID03.
 AA5237
 AA5237;                    North         East     Units Scale Factor Converg.
 AA5237;SPC NJ       -   159,911.670   193,659.941   MT  0.99992346   +0 19 54.7
 AA5237;SPC NJ       -   524,643.54    635,365.99   sFT  0.99992346   +0 19 54.7
 AA5237;UTM  18      - 4,458,511.509   586,157.112   MT  0.99969138   +0 39 18.4
 AA5237
 AA5237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5237!SPC NJ       -   1.00000383  x   0.99992346  =   0.99992729
 AA5237!UTM  18      -   1.00000383  x   0.99969138  =   0.99969521
 AA5237
 AA5237                          SUPERSEDED SURVEY CONTROL
 AA5237
 AA5237  ELLIP H (05/14/99)  -24.45   (m)                       GP(       ) 4 1
 AA5237  NAD 83(1992)-  40 16 21.52470(N)    073 59 11.85186(W) AD(       ) 1
 AA5237  ELLIP H (05/22/95)  -24.46   (m)                       GP(       ) 3 1
 AA5237
 AA5237.Superseded values are not recommended for survey control.
 AA5237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5237.See file dsdata.txt to determine how the superseded data were derived.
 AA5237
 AA5237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8615758512(NAD 83)
 AA5237_MARKER: DD = SURVEY DISK
 AA5237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5237_STAMPING: 6297
 AA5237_MARK LOGO: NJGS  
 AA5237_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5237+STABILITY: SURFACE MOTION
 AA5237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5237+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2005
 AA5237
 AA5237  HISTORY     - Date     Condition        Report By
 AA5237  HISTORY     - 1937     MONUMENTED       NJGS
 AA5237  HISTORY     - 19940706 GOOD             NJGS
 AA5237  HISTORY     - 20051221 GOOD             GEOCAC
 AA5237
 AA5237                          STATION DESCRIPTION
 AA5237
 AA5237'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 AA5237'THE STATION IS LOCATED IN THE ELBERON SECTION OF THE CITY OF LONG
 AA5237'BRANCH.  TO REACH THE STATION FROM THE INTERSECTION OF JOLINE AVENUE,
 AA5237'STATE ROUTE 36 AND OCEAN AVENUE, GO SOUTH ON OCEAN AVENUE FOR 2.9 MI
 AA5237'(4.7 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN A CONCRETE MONUMENT
 AA5237'IN THE SIDEWALK AT THE NORTHWEST CORNER OF THE INTERSECTION WITH
 AA5237'PULLMAN AVENUE.  THE STATION IS ALSO 0.3 MI (0.5 KM) SOUTH FROM THE
 AA5237'CENTER OF THE BRIDGE CARRYING OCEAN AVENUE OVER LAKE TAKANASEE. THE
 AA5237'STATION IS 23.4 FT (7.1 M) WEST NORTHWEST FROM THE CENTERLINE OF OCEAN
 AA5237'AVENUE, 12.5 FT (3.8 M) SOUTH SOUTHWEST FROM A FIRE HYDRANT ON THE
 AA5237'WEST SIDE OF OCEAN AVENUE, 20.6 FT (6.3 M) NORTH NORTHEAST FROM THE
 AA5237'CENTERLINE OF PULLMAN AVENUE, 39.6 FT (12.1 M) NORTH NORTHEAST FROM A
 AA5237'STOP SIGN AND STREET SIGN AND ALSO ON THE EXTENDED CENTERLINE OF
 AA5237'PULLMAN AVENUE TO THE EAST, 3.5 FT (1.1 M) WEST OF THE WEST CURBLINE
 AA5237'OF OCEAN AVENUE, 4.0 FT (1.2 M) NORTH OF THE NORTH CURBLINE OF PULMAN
 AA5237'AVENUE. THE STATION IS FLUSH WITH THE SIDEWALK.
 AA5237
 AA5237                          STATION RECOVERY (2005)
 AA5237
 AA5237'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 AA5237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0940 ***********************************************************************
 KV0940  DESIGNATION -  64 PRR
 KV0940  PID         -  KV0940
 KV0940  STATE/COUNTY-  NJ/MIDDLESEX
 KV0940  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0940
 KV0940                         *CURRENT SURVEY CONTROL
 KV0940  ___________________________________________________________________
 KV0940* NAD 83(1986)-  40 28 52.     (N)    074 17 38.     (W)     SCALED    
 KV0940* NAVD 88     -        24.427  (meters)      80.14   (feet)  ADJUSTED  
 KV0940  ___________________________________________________________________
 KV0940  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KV0940  DYNAMIC HT  -          24.417 (meters)      80.11  (feet)  COMP
 KV0940  MODELED GRAV-     980,214.6   (mgal)                       NAVD 88
 KV0940
 KV0940  VERT ORDER  -  FIRST     CLASS II
 KV0940
 KV0940.The horizontal coordinates were scaled from a topographic map and have
 KV0940.an estimated accuracy of +/- 6 seconds.
 KV0940
 KV0940.The orthometric height was determined by differential leveling
 KV0940.and adjusted by the National Geodetic Survey in March 2001..
 KV0940.No vertical observational check was made to the station.
 KV0940
 KV0940.The geoid height was determined by GEOID03.
 KV0940
 KV0940.The dynamic height is computed by dividing the NAVD 88
 KV0940.geopotential number by the normal gravity value computed on the
 KV0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0940.degrees latitude (g = 980.6199 gals.).
 KV0940
 KV0940.The modeled gravity was interpolated from observed gravity values.
 KV0940
 KV0940;                    North         East    Units  Estimated Accuracy
 KV0940;SPC NJ       -   182,950.      167,480.      MT  (+/- 180 meters Scaled)
 KV0940
 KV0940                          SUPERSEDED SURVEY CONTROL
 KV0940
 KV0940  NAVD 88 (06/15/91)   24.436  (m)           80.17   (f) UNKNOWN     1 2
 KV0940  NGVD 29 (04/16/92)   24.734  (m)           81.15   (f) ADJUSTED    1 2
 KV0940
 KV0940.Superseded values are not recommended for survey control.
 KV0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0940.See file dsdata.txt to determine how the superseded data were derived.
 KV0940
 KV0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK598813(NAD 83)
 KV0940_MARKER: Q = CHISELED SQUARE
 KV0940_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0940_SP_SET: BRIDGE ABUTMENT
 KV0940_MARK LOGO: NONE  
 KV0940_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0940+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1998
 KV0940
 KV0940  HISTORY     - Date     Condition        Report By
 KV0940  HISTORY     - 1930     MONUMENTED       PRR
 KV0940  HISTORY     - 1961     GOOD             CGS
 KV0940  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0940  HISTORY     - 19980520 GOOD             NJGS
 KV0940
 KV0940                          STATION DESCRIPTION
 KV0940
 KV0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0940'AT SOUTH AMBOY.
 KV0940'AT SOUTH AMBOY, ABOUT 1.0 MILE WEST ALONG THE PENNSYLVANIA
 KV0940'RAILROAD FROM THE OVERPASS OVER THE NEW YORK AND LONG BRANCH
 KV0940'RAILROAD, ABOUT 6 RAILS NORTHEAST ALONG PENNSYLVANIA RAILROAD FROM
 KV0940'THE OVERPASS OF STATE HIGHWAY 35 OVER THE TRACKS, AT THE OVERPASS
 KV0940'OF THE RARITAN RIVER RALROAD OVER THE P.R.R. AND IS AN OUTLINE
 KV0940'SQUARE ON TOP OF A PROJECTION OF STONE IN THE MASONRY ABUTMENT
 KV0940'OF RAILROAD OVERPASS, DIRECTLY BELOW THE LETTER B OF THE INSCRIPTION
 KV0940'BM 64 WHICH IS CUT IN THE FACE OF THE STONE ABUTMENT, 7 FEET
 KV0940'NORTHWEST OF NORTHWEST RAIL AND ABOUT 1 1/2 FEET ABOVE GROUND.
 KV0940
 KV0940                          STATION RECOVERY (1964)
 KV0940
 KV0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0940'MARK NOT FOUND.
 KV0940
 KV0940                          STATION RECOVERY (1998)
 KV0940
 KV0940'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 KV0940'STATION IS LOCATED IN THE CITY OF SOUTH AMBOY.  TO REACH THE STATION
 KV0940'FROM THE INTERSECTION OF MAIN STREET AND BROADWAY IN THE CITY OF SOUTH
 KV0940'AMBOY, GO SOUTHWEST ON MAIN STREET FOR 0.4 MI (0.6 KM) TO THE
 KV0940'INTERSECTION WITH FELTUS STREET.  TURN RIGHT AND GO NORTHWEST ON
 KV0940'FELTUS STREET FOR 0.1 MI (0.2 KM) TO THE TEE INTERSECTION WITH CENTER
 KV0940'STREET ON THE LEFT.  TURN LEFT AND GO WEST ON CENTER STREET FOR 0.1 MI
 KV0940'(0.2 KM) TO THE TEE INTERSECTION WITH ELM STREET AND A SAND ROAD
 KV0940'AHEAD.  CROSS ELM STREET AND CONTINUE WEST ON THE SAND ROAD FOR 0.05
 KV0940'MI (0.08 KM) TO THE TEE JUNCTION WITH ANOTHER SAND ROAD, THE FORMER
 KV0940'RIGHT OF WAY OF THE RARITAN RIVER RAILROAD, NOW ABANDONED.  TURN RIGHT
 KV0940'AND GO NORTH ON THE SAND ROAD FOR ABOUT 100 M (328.1 FT) TO AN
 KV0940'ABANDONED RAILROAD BRIDGE OVER THE CONRAIL RAILROAD AND THE STATION
 KV0940'BELOW IN THE SOUTHEAST FACE OF THE NORTHWEST STONE ABUTMENT.  THE
 KV0940'STATION IS A CHISELED OUTLINE SQUARE ON TOP OF A PROJECTION OF THE
 KV0940'STONE ABUTMENT OF THE RAILROAD BRIDGE, DIRECTLY BELOW THE LETTER B OF
 KV0940'THE INSCRIPTION BM 64, WHICH IS CUT IN THE FACE OF THE STONE ABUTMENT.
 KV0940'THE STATION IS ABOUT 1.5 FT (0.5 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0010 ***********************************************************************
 KV0010  DESIGNATION -  64.01 NJGS
 KV0010  PID         -  KV0010
 KV0010  STATE/COUNTY-  NJ/MIDDLESEX
 KV0010  USGS QUAD   -  PERTH AMBOY (1981)
 KV0010
 KV0010                         *CURRENT SURVEY CONTROL
 KV0010  ___________________________________________________________________
 KV0010* NAD 83(1986)-  40 30 22.     (N)    074 16 00.     (W)     SCALED    
 KV0010* NAVD 88     -        19.194  (meters)      62.97   (feet)  ADJUSTED  
 KV0010  ___________________________________________________________________
 KV0010  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV0010  DYNAMIC HT  -          19.186 (meters)      62.95  (feet)  COMP
 KV0010  MODELED GRAV-     980,218.0   (mgal)                       NAVD 88
 KV0010
 KV0010  VERT ORDER  -  FIRST     CLASS I
 KV0010
 KV0010.The horizontal coordinates were scaled from a topographic map and have
 KV0010.an estimated accuracy of +/- 6 seconds.
 KV0010
 KV0010.The orthometric height was determined by differential leveling
 KV0010.and adjusted by the National Geodetic Survey in June 1991..
 KV0010.WARNING-Repeat measurements at this control monument indicate possible
 KV0010.vertical movement.
 KV0010
 KV0010.The geoid height was determined by GEOID03.
 KV0010
 KV0010.The dynamic height is computed by dividing the NAVD 88
 KV0010.geopotential number by the normal gravity value computed on the
 KV0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0010.degrees latitude (g = 980.6199 gals.).
 KV0010
 KV0010.The modeled gravity was interpolated from observed gravity values.
 KV0010
 KV0010;                    North         East    Units  Estimated Accuracy
 KV0010;SPC NJ       -   185,730.      169,780.      MT  (+/- 180 meters Scaled)
 KV0010
 KV0010                          SUPERSEDED SURVEY CONTROL
 KV0010
 KV0010  NGVD 29 (04/16/92)   19.496  (m)           63.96   (f) ADJUSTED    1 1
 KV0010
 KV0010.Superseded values are not recommended for survey control.
 KV0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0010.See file dsdata.txt to determine how the superseded data were derived.
 KV0010
 KV0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK621841(NAD 83)
 KV0010_MARKER: X = CHISELED CROSS
 KV0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0010_SP_SET: WINDOW SILL
 KV0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0010
 KV0010  HISTORY     - Date     Condition        Report By
 KV0010  HISTORY     - 1933     MONUMENTED       NJGS
 KV0010  HISTORY     - 1964     GOOD             CGS
 KV0010
 KV0010                          STATION DESCRIPTION
 KV0010
 KV0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0010'AT PERTH AMBOY.
 KV0010'AT PERTH AMBOY, AT THE INTERSECTION OF MARKET AND HIGH STREETS,
 KV0010'ALONG THE WEST SIDE OF THE FIRST PRESBYTERIAN CHURCH, A CHISELED
 KV0010'CROSS ON THE NORTH END OF A SMALL WINDOW SILL, 22.9 FEET NORTH OF
 KV0010'THE SOUTHWEST CORNER OF THE CHURCH BUILDING, AND ABOUT 3 FEET
 KV0010'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0258 ***********************************************************************
 KV0258  DESIGNATION -  641
 KV0258  PID         -  KV0258
 KV0258  STATE/COUNTY-  NJ/ESSEX
 KV0258  USGS QUAD   -  ELIZABETH (1995)
 KV0258
 KV0258                         *CURRENT SURVEY CONTROL
 KV0258  ___________________________________________________________________
 KV0258* NAD 83(1986)-  40 42 30.     (N)    074 07 58.     (W)     SCALED    
 KV0258* NAVD 88     -        10.552  (meters)      34.62   (feet)  ADJUSTED  
 KV0258  ___________________________________________________________________
 KV0258  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KV0258  DYNAMIC HT  -          10.548 (meters)      34.61  (feet)  COMP
 KV0258  MODELED GRAV-     980,231.0   (mgal)                       NAVD 88
 KV0258
 KV0258  VERT ORDER  -  FIRST     CLASS I
 KV0258
 KV0258.The horizontal coordinates were scaled from a topographic map and have
 KV0258.an estimated accuracy of +/- 6 seconds.
 KV0258
 KV0258.The orthometric height was determined by differential leveling
 KV0258.and adjusted by the National Geodetic Survey in June 1991..
 KV0258
 KV0258.The geoid height was determined by GEOID03.
 KV0258
 KV0258.The dynamic height is computed by dividing the NAVD 88
 KV0258.geopotential number by the normal gravity value computed on the
 KV0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0258.degrees latitude (g = 980.6199 gals.).
 KV0258
 KV0258.The modeled gravity was interpolated from observed gravity values.
 KV0258
 KV0258;                    North         East    Units  Estimated Accuracy
 KV0258;SPC NJ       -   208,230.      181,030.      MT  (+/- 180 meters Scaled)
 KV0258
 KV0258                          SUPERSEDED SURVEY CONTROL
 KV0258
 KV0258  NGVD 29 (04/16/92)   10.898  (m)           35.75   (f) ADJUSTED    1 1
 KV0258
 KV0258.Superseded values are not recommended for survey control.
 KV0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0258.See file dsdata.txt to determine how the superseded data were derived.
 KV0258
 KV0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL732067(NAD 83)
 KV0258_MARKER: DD = SURVEY DISK
 KV0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0258_SP_SET: CONCRETE POST
 KV0258_STAMPING: 641 36.510
 KV0258_MARK LOGO: NJGS  
 KV0258_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0258+STABILITY: SURFACE MOTION
 KV0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0258+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2001
 KV0258
 KV0258  HISTORY     - Date     Condition        Report By
 KV0258  HISTORY     - 1952     MONUMENTED       NJGS
 KV0258  HISTORY     - 1952     GOOD             CGS
 KV0258  HISTORY     - 1965     GOOD             CGS
 KV0258  HISTORY     - 19920211 GOOD             NJGS
 KV0258  HISTORY     - 19950310 GOOD             NJGS
 KV0258  HISTORY     - 20010315 GOOD             PORANY
 KV0258
 KV0258                          STATION DESCRIPTION
 KV0258
 KV0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0258'AT NEWARK.
 KV0258'AT NEWARK, ALONG DOREMUS STREET, ABOUT 0.6 MILE NORTHEAST OF
 KV0258'INTERSECTION OF PORT STREET, ABOUT 150 FEET NORTHEAST OF
 KV0258'NORTHEAST END OF OVERPASS OVER RAILROAD YARDS, 15 FEET NORTHWEST
 KV0258'OF CENTER LINE AND 2 1/2 FEET NORTHWEST OF NORTHWEST CURB OF
 KV0258'DOREMUS STREET, 3 FEET SOUTHEAST OF A GUARD RAIL, AND SET IN THE
 KV0258'TOP OF A CONCRETE POST ABOUT FLUSH WITH AND IN A BLACK TOP WALK
 KV0258'ALONG NORTHWEST SIDE OF ROAD.
 KV0258
 KV0258                          STATION RECOVERY (1965)
 KV0258
 KV0258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0258'RECOVERED IN GOOD CONDITION.
 KV0258
 KV0258                          STATION RECOVERY (1992)
 KV0258
 KV0258'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV0258'THE STATION IS LOCATED IN THE CITY OF NEWARK ON THE NORTHWEST SIDE OF
 KV0258'DOREMUS AVENUE.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 KV0258'HIGHWAY 21 NORTH AND SOUTH STREET, TURN RIGHT ON SOUTH STREET AND GO
 KV0258'1.75 MI (2.82 KM) TO THE INTERSECTION WITH WILSON STREET.  TURN RIGHT
 KV0258'AND GO 1.2 MI (1.9 KM) TO THE INTERSECTION WITH DOREMUS AVENUE. TURN
 KV0258'RIGHT AND GO 0.4 MI (0.6 KM) ON DOREMUS AVENUE TO THE STATION ON THE
 KV0258'RIGHT, JUST BEHIND THE STEEL GUIDE RAIL.  THE STATION IS 7.5 M
 KV0258'(24.6 FT) NORTHWEST FROM THE CENTERLINE OF DOREMUS AVENUE, 9.7 M
 KV0258'(31.8 FT) SOUTH FROM POLE NUMBER PS 26643, 0.4 M (1.3 FT) SOUTHEAST
 KV0258'FROM THE STEEL GUIDE RAIL, 4.8 M (15.7 FT) SOUTHEAST FROM AN EIGHT
 KV0258'FOOT HIGH CHAIN LINK FENCE TOPPED WITH BARBED WIRE, 45.7 M
 KV0258'(149.9 FT) SOUTHEAST FROM POLE NUMBER PS 20875 N AND 24.3 M
 KV0258'(79.7 FT) SOUTHEAST FROM A FIRE HYDRANT ON THE NORTHWEST SIDE OF
 KV0258'DOREMUS AVENUE.  THE STATION IS SET FLUSH WITH THE BLACK TOP
 KV0258'SIDEWALK.
 KV0258
 KV0258                          STATION RECOVERY (1995)
 KV0258
 KV0258'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0258'RECOVERED AS DESCRIBED.
 KV0258
 KV0258                          STATION RECOVERY (2001)
 KV0258
 KV0258'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV0258'ADJACENT BRIDGE AND ROADWAY UNDER CONSTRUCTION AS OF 3 12 2001.  MARK
 KV0258'UNAFFECTED AS YET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1265 ***********************************************************************
 KV1265  DESIGNATION -  655.7
 KV1265  PID         -  KV1265
 KV1265  STATE/COUNTY-  NJ/SUSSEX
 KV1265  USGS QUAD   -  STANHOPE (1981)
 KV1265
 KV1265                         *CURRENT SURVEY CONTROL
 KV1265  ___________________________________________________________________
 KV1265* NAD 83(1986)-  40 59 01.     (N)    074 44 30.     (W)     SCALED    
 KV1265* NAVD 88     -       199.645  (meters)     655.00   (feet)  ADJUSTED  
 KV1265  ___________________________________________________________________
 KV1265  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV1265  DYNAMIC HT  -         199.555 (meters)     654.71  (feet)  COMP
 KV1265  MODELED GRAV-     980,173.1   (mgal)                       NAVD 88
 KV1265
 KV1265  VERT ORDER  -  SECOND    CLASS 0
 KV1265
 KV1265.The horizontal coordinates were scaled from a topographic map and have
 KV1265.an estimated accuracy of +/- 6 seconds.
 KV1265
 KV1265.The orthometric height was determined by differential leveling
 KV1265.and adjusted by the National Geodetic Survey in June 1991..
 KV1265
 KV1265.The geoid height was determined by GEOID03.
 KV1265
 KV1265.The dynamic height is computed by dividing the NAVD 88
 KV1265.geopotential number by the normal gravity value computed on the
 KV1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1265.degrees latitude (g = 980.6199 gals.).
 KV1265
 KV1265.The modeled gravity was interpolated from observed gravity values.
 KV1265
 KV1265;                    North         East    Units  Estimated Accuracy
 KV1265;SPC NJ       -   238,760.      129,660.      MT  (+/- 180 meters Scaled)
 KV1265
 KV1265                          SUPERSEDED SURVEY CONTROL
 KV1265
 KV1265  NGVD 29 (??/??/??)  199.860  (m)          655.71   (f) ADJUSTED    2 0
 KV1265
 KV1265.Superseded values are not recommended for survey control.
 KV1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1265.See file dsdata.txt to determine how the superseded data were derived.
 KV1265
 KV1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL217369(NAD 83)
 KV1265_MARKER: X = CHISELED CROSS
 KV1265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1265_SP_SET: CONCRETE BASE
 KV1265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1265
 KV1265  HISTORY     - Date     Condition        Report By
 KV1265  HISTORY     - UNK      MONUMENTED       CGS
 KV1265  HISTORY     - 1934     GOOD             CGS
 KV1265
 KV1265                          STATION DESCRIPTION
 KV1265
 KV1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV1265'0.3 MI S FROM ANDOVER.
 KV1265'AT ANDOVER, SUSSEX COUNTY, 0.3 MILE SOUTH OF THE DELAWARE,
 KV1265'LACKAWANNA AND WESTERN RAILROAD STATION, 9 YARDS WEST OF THE
 KV1265'CENTER OF THE INTERSECTION OF STATE HIGHWAY 31 AND A SIDE ROAD,
 KV1265'4 YARDS EAST OF THE EAST RAIL, AT A WARNING SIGNAL, AND ON THE TOP
 KV1265'OF THE SOUTHWEST CORNER OF THE CONCRETE BASE.  NOTE-- THE
 KV1265'DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV1265'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0100 ***********************************************************************
 KV0100  DESIGNATION -  68.07 NJGS=37 C OF N
 KV0100  PID         -  KV0100
 KV0100  STATE/COUNTY-  NJ/ESSEX
 KV0100  USGS QUAD   -  ELIZABETH (1995)
 KV0100
 KV0100                         *CURRENT SURVEY CONTROL
 KV0100  ___________________________________________________________________
 KV0100* NAD 83(1986)-  40 44 13.     (N)    074 10 47.     (W)     SCALED    
 KV0100* NAVD 88     -        20.516  (meters)      67.31   (feet)  ADJUSTED  
 KV0100  ___________________________________________________________________
 KV0100  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KV0100  DYNAMIC HT  -          20.508 (meters)      67.28  (feet)  COMP
 KV0100  MODELED GRAV-     980,219.0   (mgal)                       NAVD 88
 KV0100
 KV0100  VERT ORDER  -  FIRST     CLASS II
 KV0100
 KV0100.The horizontal coordinates were scaled from a topographic map and have
 KV0100.an estimated accuracy of +/- 6 seconds.
 KV0100
 KV0100.The orthometric height was determined by differential leveling
 KV0100.and adjusted by the National Geodetic Survey in June 1991..
 KV0100
 KV0100.The geoid height was determined by GEOID03.
 KV0100
 KV0100.The dynamic height is computed by dividing the NAVD 88
 KV0100.geopotential number by the normal gravity value computed on the
 KV0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0100.degrees latitude (g = 980.6199 gals.).
 KV0100
 KV0100.The modeled gravity was interpolated from observed gravity values.
 KV0100
 KV0100;                    North         East    Units  Estimated Accuracy
 KV0100;SPC NJ       -   211,390.      177,050.      MT  (+/- 180 meters Scaled)
 KV0100
 KV0100                          SUPERSEDED SURVEY CONTROL
 KV0100
 KV0100  NGVD 29 (??/??/??)   20.852  (m)           68.41   (f) ADJUSTED    1 2
 KV0100
 KV0100.Superseded values are not recommended for survey control.
 KV0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0100.See file dsdata.txt to determine how the superseded data were derived.
 KV0100
 KV0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL692098(NAD 83)
 KV0100_MARKER: X = CHISELED CROSS
 KV0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0100_SP_SET: MARBLE BASE
 KV0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0100+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 KV0100
 KV0100  HISTORY     - Date     Condition        Report By
 KV0100  HISTORY     - 1933     MONUMENTED       NJGS
 KV0100  HISTORY     - 1934     GOOD             CGS
 KV0100  HISTORY     - 20051113 GOOD             GEOCAC
 KV0100
 KV0100                          STATION DESCRIPTION
 KV0100
 KV0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0100'AT NEWARK.
 KV0100'AT NEWARK, ESSEX COUNTY, AT THE HIGH STREET ENTRANCE TO THE
 KV0100'COUNTY COURTHOUSE, AT THE NORTH ONE OF TWO COLUMNS, AND ON THE
 KV0100'TOP OF THE NORTHEAST CORNER OF THE SQUARE MARBLE BASE.  A CHISELED
 KV0100'CROSS.
 KV0100
 KV0100                          STATION RECOVERY (2005)
 KV0100
 KV0100'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0525 ***********************************************************************
 JU0525  SACS        -  This is a Secondary Airport Control Station.
 JU0525  DESIGNATION -  68.34
 JU0525  PID         -  JU0525
 JU0525  STATE/COUNTY-  NJ/ATLANTIC
 JU0525  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0525
 JU0525                         *CURRENT SURVEY CONTROL
 JU0525  ___________________________________________________________________
 JU0525* NAD 83(1996)-  39 27 22.81380(N)    074 34 39.24147(W)     ADJUSTED  
 JU0525* NAVD 88     -        20.453  (meters)      67.10   (feet)  ADJUSTED  
 JU0525  ___________________________________________________________________
 JU0525  X           -   1,311,392.250 (meters)                     COMP
 JU0525  Y           -  -4,753,709.001 (meters)                     COMP
 JU0525  Z           -   4,031,553.270 (meters)                     COMP
 JU0525  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 JU0525  ELLIP HEIGHT-         -13.39  (meters)          (01/21/03) GPS OBS
 JU0525  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JU0525  DYNAMIC HT  -          20.442 (meters)      67.07  (feet)  COMP
 JU0525  MODELED GRAV-     980,125.1   (mgal)                       NAVD 88
 JU0525
 JU0525  HORZ ORDER  -  FIRST
 JU0525  VERT ORDER  -  FIRST     CLASS I
 JU0525  ELLP ORDER  -  FIFTH     CLASS I
 JU0525
 JU0525.This mark is at Atlantic City Intl Airport (ACY)
 JU0525
 JU0525.The horizontal coordinates were established by GPS observations
 JU0525.and adjusted by the National Geodetic Survey in May 2000..
 JU0525
 JU0525.The orthometric height was determined by differential leveling
 JU0525.and adjusted by the National Geodetic Survey in June 1991..
 JU0525
 JU0525.Photographs are available for this station.
 JU0525
 JU0525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0525
 JU0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0525
 JU0525.The ellipsoidal height was determined by GPS observations
 JU0525.and is referenced to NAD 83.
 JU0525
 JU0525.The geoid height was determined by GEOID03.
 JU0525
 JU0525.The dynamic height is computed by dividing the NAVD 88
 JU0525.geopotential number by the normal gravity value computed on the
 JU0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0525.degrees latitude (g = 980.6199 gals.).
 JU0525
 JU0525.The modeled gravity was interpolated from observed gravity values.
 JU0525
 JU0525;                    North         East     Units Scale Factor Converg.
 JU0525;SPC NJ       -    69,160.749   143,324.685   MT  0.99990055   -0 02 57.5
 JU0525;SPC NJ       -   226,904.89    470,224.40   sFT  0.99990055   -0 02 57.5
 JU0525;UTM  18      - 4,367,503.939   536,343.145   MT  0.99961626   +0 16 06.4
 JU0525
 JU0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0525!SPC NJ       -   1.00000210  x   0.99990055  =   0.99990265
 JU0525!UTM  18      -   1.00000210  x   0.99961626  =   0.99961836
 JU0525
 JU0525                          SUPERSEDED SURVEY CONTROL
 JU0525
 JU0525  ELLIP H (05/11/00)  -13.35   (m)                       GP(       ) 5 1
 JU0525  NAD 83(1996)-  39 27 22.81384(N)    074 34 39.24077(W) AD(       ) 2
 JU0525  NAD 83(1986)-  39 27 22.80104(N)    074 34 39.23260(W) AD(       ) 2
 JU0525  NAD 27      -  39 27 22.38547(N)    074 34 40.68548(W) AD(       ) 2
 JU0525  NAVD 88 (05/11/00)   20.45   (m)           67.1    (f) LEVELING    3  
 JU0525  NGVD 29 (??/??/??)   20.833  (m)           68.35   (f) ADJUSTED    1 1
 JU0525
 JU0525.Superseded values are not recommended for survey control.
 JU0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0525.See file dsdata.txt to determine how the superseded data were derived.
 JU0525
 JU0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3634367504(NAD 83)
 JU0525_MARKER: DD = SURVEY DISK
 JU0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0525_STAMPING: 68.34
 JU0525_MARK LOGO: LOCSUR
 JU0525_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0525+STABILITY: SURFACE MOTION
 JU0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0525+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2000
 JU0525
 JU0525  HISTORY     - Date     Condition        Report By
 JU0525  HISTORY     - 1953     MONUMENTED       LOCSUR
 JU0525  HISTORY     - 1964     GOOD             CGS
 JU0525  HISTORY     - 1973     GOOD             NGS
 JU0525  HISTORY     - 1975     GOOD             NGS
 JU0525  HISTORY     - 1981     GOOD             LOCSUR
 JU0525  HISTORY     - 19910615 GOOD             CGS
 JU0525  HISTORY     - 19950322 GOOD             NGS
 JU0525  HISTORY     - 20000425 GOOD             NGS
 JU0525
 JU0525                          STATION DESCRIPTION
 JU0525
 JU0525'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 JU0525'STATION IS USED FOR VERTICAL CONTROL ONLY.
 JU0525
 JU0525                          STATION RECOVERY (1964)
 JU0525
 JU0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0525'1.6 MI SW FROM POMANA.
 JU0525'AT NATIONAL AVIATION FACILITIES EXPERIMENTAL CENTER, NEAR THE
 JU0525'CENTER OF A GRASS COVERED AREA TRIANGULAR SHAPED BY THE NORTH-SOUTH,
 JU0525'EAST-WEST AND NORTHWEST-SOUTHEAST CONCRETE RUNWAYS, 342 FEET
 JU0525'NORTHWEST OF THE NORTHWEST CORNER OF VORTAC BUILDING 160, 228
 JU0525'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A TAXI STRIP, AND SET
 JU0525'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JU0525
 JU0525                          STATION RECOVERY (1973)
 JU0525
 JU0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JU0525'RECOVERED IN GOOD CONDITION.
 JU0525
 JU0525                          STATION RECOVERY (1975)
 JU0525
 JU0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JU0525'RECOVERED IN GOOD CONDITION.
 JU0525
 JU0525                          STATION RECOVERY (1981)
 JU0525
 JU0525'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 JU0525'RECOVERED IN GOOD CONDITION.
 JU0525
 JU0525                          STATION RECOVERY (1991)
 JU0525
 JU0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1991
 JU0525'THE STATION IS LOCATED AT THE NATIONAL AVIATION FACILITIES
 JU0525'EXPERIMENTAL CENTER/ATLANTIC CITY AIRPORT NEAR THE CENTER OF A GRASS
 JU0525'COVERED AREA TRIANGULAR SHAPED BY THE NORTH-SOUTH TAXIWAY, EAST-WEST
 JU0525'(8-26) AND NORTHWEST-SOUTHEAST (13-31) RUNWAYS.  THE STATION IS 666 FT
 JU0525'(203.0 M) SOUTH-SOUTHWEST FROM RUNWAY 13-31, 342 FT (104.2 M)
 JU0525'NORTHWEST FROM THE NORTHWEST CORNER OF THE VORTAC BUILDING AND 228 FT
 JU0525'(69.5 M) EAST-SOUTHEAST FROM THE SOUTHEAST EDGE OF THE TAXIWAY
 JU0525'(TAXIWAY A) .  THE STATION IS A BRONZE PLATE 6 INCHES IN DIAMETER SET
 JU0525'IN A CYLINDRICAL CONCRETE MONUMENT 15 INCHES IN DIAMETER AND IS SET
 JU0525'FLUSH WITH THE GROUND.  THE PLATE IS STAMPED LAT.  39-27-24.4 LONG.
 JU0525'74-34-40.7 BENCHMARK ELEV.  68.34.  NOTE.  GEODESY ADJUSTED G-16600.
 JU0525
 JU0525                          STATION RECOVERY (1995)
 JU0525
 JU0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RHK)
 JU0525'2.1 KM (1.30 MI) SPOTHWESTERLY ALONG COUNTY ROAD 575 FROM THE JUNCTION
 JU0525'OF U.S.  HIGHWAY 30 IN POMONA, THENCE 4.4 KM (2.75 MI) SOUTHEASTERLY
 JU0525'ALONG TILTON ROAD, THENCE 1.5 KM (0.95 MI) NORTHEASTERLY ALONG A PAVED
 JU0525'ROAD LEADING TO THE ATLANTIC CITY AIRPORT, THENCE 1.2 KM (0.75 MI)
 JU0525'NORTHEASTERLY ALONG THE CENTER 1 OF 3 ENTRANCE ROADS LEADING TO THE
 JU0525'FEDERAL AVIATION ADMINISTRATION TECHNICAL CENTER, THENCE 0.2 KM (0.10
 JU0525'MI) NORTHERLY THROUGH A SECURITY GATE, THENCE 0.4 KM (0.25 MI)
 JU0525'NORTHERLY ACROSS AN APRON, THENCE 1.0 KM (0.60 MI) NORTHWESTERLY ALONG
 JU0525'TAXIWAY B, 104.3 M (342.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 JU0525'VORTAC, 67.8 M (222.4 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF TAXIWAY
 JU0525'A, 61.7 M (202.4 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF TAXIWAY B, 0.8
 JU0525'M (2.6 FT) ABOVE THE LEVEL OF TAXIWAY B, NEAR THE CENTER OF 3 GUARD
 JU0525'PIPES, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 JU0525'MARK IS ON PORPERTY OWNED BY THE ATLANTIC CITY AIRPORT, ATLANTIC CITY,
 JU0525'NJ 08405, TELEPHONE NUMBER (609) 485-6821.
 JU0525
 JU0525                          STATION RECOVERY (2000)
 JU0525
 JU0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GFS)
 JU0525'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.THIS STATION IS
 JU0525'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0493 ***********************************************************************
 KV0493  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0493  DESIGNATION -  6840
 KV0493  PID         -  KV0493
 KV0493  STATE/COUNTY-  NJ/BERGEN
 KV0493  USGS QUAD   -  HACKENSACK (1997)
 KV0493
 KV0493                         *CURRENT SURVEY CONTROL
 KV0493  ___________________________________________________________________
 KV0493* NAD 83(1986)-  40 53 24.     (N)    074 02 29.     (W)     SCALED    
 KV0493* NAVD 88     -         7.162  (meters)      23.50   (feet)  ADJUSTED  
 KV0493  ___________________________________________________________________
 KV0493  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 KV0493  DYNAMIC HT  -           7.160 (meters)      23.49  (feet)  COMP
 KV0493  MODELED GRAV-     980,239.8   (mgal)                       NAVD 88
 KV0493
 KV0493  VERT ORDER  -  FIRST     CLASS II
 KV0493
 KV0493.The horizontal coordinates were scaled from a topographic map and have
 KV0493.an estimated accuracy of +/- 6 seconds.
 KV0493
 KV0493.The orthometric height was determined by differential leveling
 KV0493.and adjusted by the National Geodetic Survey in June 1991..
 KV0493
 KV0493.This Tidal Bench Mark is designated as VM 2433
 KV0493.by the Center for Operational Oceanographic Products and Services.
 KV0493
 KV0493.The geoid height was determined by GEOID03.
 KV0493
 KV0493.The dynamic height is computed by dividing the NAVD 88
 KV0493.geopotential number by the normal gravity value computed on the
 KV0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0493.degrees latitude (g = 980.6199 gals.).
 KV0493
 KV0493.The modeled gravity was interpolated from observed gravity values.
 KV0493
 KV0493;                    North         East    Units  Estimated Accuracy
 KV0493;SPC NJ       -   228,430.      188,650.      MT  (+/- 180 meters Scaled)
 KV0493
 KV0493                          SUPERSEDED SURVEY CONTROL
 KV0493
 KV0493  NGVD 29 (??/??/??)    7.470  (m)           24.51   (f) ADJUSTED    1 2
 KV0493
 KV0493.Superseded values are not recommended for survey control.
 KV0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0493.See file dsdata.txt to determine how the superseded data were derived.
 KV0493
 KV0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL807269(NAD 83)
 KV0493_MARKER: DD = SURVEY DISK
 KV0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0493_STAMPING: 6840
 KV0493_MARK LOGO: NJGS  
 KV0493_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0493+STABILITY: SURFACE MOTION
 KV0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0493+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2005
 KV0493
 KV0493  HISTORY     - Date     Condition        Report By
 KV0493  HISTORY     - 1956     MONUMENTED       NJGS
 KV0493  HISTORY     - 1956     GOOD             CGS
 KV0493  HISTORY     - 1979     GOOD             NGS
 KV0493  HISTORY     - 1990     POOR             USPSQD
 KV0493  HISTORY     - 19960827 GOOD             NJGS
 KV0493  HISTORY     - 20050911 GOOD             GEOCAC
 KV0493
 KV0493                          STATION DESCRIPTION
 KV0493
 KV0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0493'AT HACKENSACK.
 KV0493'AT HACKENSACK, AT THE INTERSECTION OF PASSAIC STREET AND STATE
 KV0493'STREET, 9 FEET NORTHWEST OF THE EXTENDED NORTHWEST CURB OF
 KV0493'STATE STREET, 1.2 FEET SOUTHWEST OF THE SOUTHWEST CURB OF
 KV0493'PASSAIC STREET, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH
 KV0493'THE SIDEWALK.
 KV0493
 KV0493                          STATION RECOVERY (1979)
 KV0493
 KV0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0493'RECOVERED IN GOOD CONDITION.
 KV0493
 KV0493                          STATION RECOVERY (1990)
 KV0493
 KV0493'RECOVERY NOTE BY US POWER SQUADRON 1990 (AK)
 KV0493'MARK RECOVERED IN POOR CONDITION.
 KV0493
 KV0493                          STATION RECOVERY (1996)
 KV0493
 KV0493'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV0493'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS
 KV0493'LOCATED IN THE CITY OF HACKENSACK AT THE WEST CORNER OF THE
 KV0493'INTERSECTION OF PASSAIC STREET AND STATE STREET.  THE STATION IS 3.2 M
 KV0493'(10.5 FT) NORTHEAST FROM THE SOUTHEAST CORNER OF A 3 M (9.8 FT) HIGH
 KV0493'CHAIN LINK FENCE SURROUNDING SEVERAL TENNIS COURTS, 3.3 M (10.8 FT)
 KV0493'NORTH FROM A TRAFFIC SIGNAL POLE, 2.1 M (6.9 FT) NORTHEAST FROM AN OLD
 KV0493'STYLE STREET SIGN FOR PASSAIC AND STATE STREETS AND 2.0 M (6.6 FT)
 KV0493'SOUTHEAST FROM POLE NUMBER 1233 HS.
 KV0493
 KV0493                          STATION RECOVERY (2005)
 KV0493
 KV0493'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV0493'FOUND EASILY BY DESCRIPTION.  FENCE NOW ENCLOSES A PARKING LOT RATHER
 KV0493'THAN TENNIS COURTS.  GPS READING N 40 53.474 W 74 02.483.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3413 ***********************************************************************
 KV3413  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3413  DESIGNATION -  6869 A NJGS
 KV3413  PID         -  KV3413
 KV3413  STATE/COUNTY-  NJ/ESSEX
 KV3413  USGS QUAD   -  ORANGE (1981)
 KV3413
 KV3413                         *CURRENT SURVEY CONTROL
 KV3413  ___________________________________________________________________
 KV3413* NAD 83(1986)-  40 47 12.     (N)    074 08 53.     (W)     SCALED    
 KV3413* NAVD 88     -         3.656  (meters)      11.99   (feet)  ADJUSTED  
 KV3413  ___________________________________________________________________
 KV3413  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KV3413  DYNAMIC HT  -           3.655 (meters)      11.99  (feet)  COMP
 KV3413  MODELED GRAV-     980,221.4   (mgal)                       NAVD 88
 KV3413
 KV3413  VERT ORDER  -  FIRST     CLASS II
 KV3413
 KV3413.The horizontal coordinates were scaled from a topographic map and have
 KV3413.an estimated accuracy of +/- 6 seconds.
 KV3413
 KV3413.The orthometric height was determined by differential leveling
 KV3413.and adjusted by the National Geodetic Survey in June 1991..
 KV3413
 KV3413.This Tidal Bench Mark is designated as VM 12922
 KV3413.by the Center for Operational Oceanographic Products and Services.
 KV3413
 KV3413.The geoid height was determined by GEOID03.
 KV3413
 KV3413.The dynamic height is computed by dividing the NAVD 88
 KV3413.geopotential number by the normal gravity value computed on the
 KV3413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3413.degrees latitude (g = 980.6199 gals.).
 KV3413
 KV3413.The modeled gravity was interpolated from observed gravity values.
 KV3413
 KV3413;                    North         East    Units  Estimated Accuracy
 KV3413;SPC NJ       -   216,920.      179,700.      MT  (+/- 180 meters Scaled)
 KV3413
 KV3413                          SUPERSEDED SURVEY CONTROL
 KV3413
 KV3413  NGVD 29 (??/??/??)    3.978  (m)           13.05   (f) ADJUSTED    1 2
 KV3413
 KV3413.Superseded values are not recommended for survey control.
 KV3413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3413.See file dsdata.txt to determine how the superseded data were derived.
 KV3413
 KV3413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL718154(NAD 83)
 KV3413_MARKER: DB = BENCH MARK DISK
 KV3413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3413_SP_SET: CONCRETE POST
 KV3413_STAMPING: NO 6869 A
 KV3413_PROJECTION: PROJECTING 3 CENTIMETERS
 KV3413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3413+STABILITY: SURFACE MOTION
 KV3413
 KV3413  HISTORY     - Date     Condition        Report By
 KV3413  HISTORY     - UNK      MONUMENTED       NJGS
 KV3413  HISTORY     - 1979     GOOD             NGS
 KV3413
 KV3413                          STATION DESCRIPTION
 KV3413
 KV3413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3413'IN BELLEVILLE.
 KV3413'IN BELLEVILLE, EAST-NORTHEAST OF  THE JUNCTION OF MAIN STREET AND
 KV3413'RUTGERS STREET, BENEATH THE OVERPASS FOR STATE ROUTE 21 OVER
 KV3413'RUTGERS STREET, 35 FEET SOUTHEAST OF BENCH MARK F 101 THAT IS SET
 KV3413'VERTICALLY IN THE SOUTHWEST FACE OF THE NORTHEAST ABUTMENT OF
 KV3413'THE OVERPASS, 20 FEET EAST OF A TRAFFIC LIGHT, 5.6 FEET NORTH OF THE
 KV3413'CURB OF RUTGERS STREET.
 KV3413'THE MARK IS 0.5 FT ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6828 ***********************************************************************
 KV6828  DESIGNATION -  7 A 1
 KV6828  PID         -  KV6828
 KV6828  STATE/COUNTY-  NJ/ESSEX
 KV6828  USGS QUAD   -  ORANGE (1981)
 KV6828
 KV6828                         *CURRENT SURVEY CONTROL
 KV6828  ___________________________________________________________________
 KV6828* NAD 83(1996)-  40 48 31.85974(N)    074 09 24.19143(W)     ADJUSTED  
 KV6828* NAVD 88     -        40.9    (meters)     134.     (feet)  GPS OBS   
 KV6828  ___________________________________________________________________
 KV6828  X           -   1,319,851.675 (meters)                     COMP
 KV6828  Y           -  -4,650,844.695 (meters)                     COMP
 KV6828  Z           -   4,146,384.966 (meters)                     COMP
 KV6828  LAPLACE CORR-           5.78  (seconds)                    DEFLEC99
 KV6828  ELLIP HEIGHT-           8.64  (meters)          (10/23/02) GPS OBS
 KV6828  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV6828
 KV6828  HORZ ORDER  -  FIRST
 KV6828  ELLP ORDER  -  FOURTH    CLASS I
 KV6828
 KV6828.The horizontal coordinates were established by GPS observations
 KV6828.and adjusted by the National Geodetic Survey in May 1999..
 KV6828
 KV6828.The orthometric height was determined by GPS observations and a
 KV6828.high-resolution geoid model.
 KV6828
 KV6828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6828
 KV6828.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6828
 KV6828.The ellipsoidal height was determined by GPS observations
 KV6828.and is referenced to NAD 83.
 KV6828
 KV6828.The geoid height was determined by GEOID03.
 KV6828
 KV6828;                    North         East     Units Scale Factor Converg.
 KV6828;SPC NJ       -   219,378.780   178,962.348   MT  0.99991032   +0 13 27.7
 KV6828;SPC NJ       -   719,745.21    587,145.64   sFT  0.99991032   +0 13 27.7
 KV6828;UTM  18      - 4,517,880.029   571,126.028   MT  0.99966227   +0 33 04.1
 KV6828
 KV6828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6828!SPC NJ       -   0.99999864  x   0.99991032  =   0.99990896
 KV6828!UTM  18      -   0.99999864  x   0.99966227  =   0.99966092
 KV6828
 KV6828                          SUPERSEDED SURVEY CONTROL
 KV6828
 KV6828  ELLIP H (05/14/99)    8.65   (m)                       GP(       ) 4 1
 KV6828  NAD 83(1996)-  40 48 31.85950(N)    074 09 24.19163(W) AD(       ) 1
 KV6828  NAD 83(1986)-  40 48 31.85755(N)    074 09 24.19389(W) AD(       ) 1
 KV6828
 KV6828.Superseded values are not recommended for survey control.
 KV6828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6828.See file dsdata.txt to determine how the superseded data were derived.
 KV6828
 KV6828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7112617880(NAD 83)
 KV6828_MARKER: DD = SURVEY DISK
 KV6828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6828_SP_SET: CONCRETE POST
 KV6828_STAMPING: 7 A 1 1992
 KV6828_MARK LOGO: NJGS  
 KV6828_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6828+STABILITY: SURFACE MOTION
 KV6828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6828+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KV6828
 KV6828  HISTORY     - Date     Condition        Report By
 KV6828  HISTORY     - 1992     MONUMENTED       NJGS
 KV6828  HISTORY     - 20051030 GOOD             GEOCAC
 KV6828
 KV6828                          STATION DESCRIPTION
 KV6828
 KV6828'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6828'THE STATION IS LOCATED IN NUTLEY TOWNSHIP ON THE NORTH SIDE OF HANCOX
 KV6828'STREET ON THE GROUNDS OF FLORA LOUDEN MUNICIPAL PARK.  TO REACH THE
 KV6828'STATION FROM THE INTERSECTION OF HOOVER AVENUE AND THE RAMP FROM THE
 KV6828'GARDEN STATE PARKWAY AT EXIT 150, GO SOUTHEAST ON HOOVER AVENUE FOR
 KV6828'0.3 MI (0.5 KM) TO A STOP SIGN AT THE TEE JUNCTION WITH JORALEMON
 KV6828'AVENUE ON THE RIGHT.  BEAR TO THE RIGHT AND GO SOUTHEAST ON JORALEMON
 KV6828'AVENUE FOR 0.8 MI (1.3 KM) TO THE TEE JUNCTION WITH PASSAIC AVENUE ON
 KV6828'THE LEFT. TURN LEFT AND GO 0.1 MI (0.2 KM) NORTHEAST ON PASSAIC
 KV6828'AVENUE TO A STOP SIGN AT THE TEE JUNCTION WITH DIVISION STREET. TURN
 KV6828'LEFT AND GO NORTH ON PASSAIC AVENUE FOR 0.55 MI (0.89 KM) TO THE TEE
 KV6828'JUNCTION WITH HANCOX STREET ON THE RIGHT.  TURN RIGHT AND GO 0.10 MI
 KV6828'(0.16 KM) EAST ON HANCOX STREET TO THE STATION ON THE LEFT, SET FLUSH
 KV6828'WITH THE GROUND IN THE CENTER OF A GRASS ISLAND AT THE EASTERLY
 KV6828'ENTRANCE TO A PARKING LOT IN FRONT OF THE NUTLEY CENTRAL LITTLE
 KV6828'LEAGUE BASEBALL FIELD.  THE STATION IS 13.1 M (43.0 FT) NORTH FROM
 KV6828'THE CENTERLINE OF HANCOX STREET, 29.7 M (97.4 FT) WEST FROM THE SOUTH
 KV6828'CORNER OF THE NUTLEY CENTRAL LITTLE LEAGUE CLUBHOUSE, A TWO STORY
 KV6828'CINDER BLOCK BUILDING, 19.8 M (65.0 FT) NORTHWEST FROM POLE NUMBER
 KV6828'63451 NT, 1.2 M (3.9 FT) SOUTH FROM THE CONCRETE CURB NOSING OF THE
 KV6828'GRASS ISLAND AND 21.8 M (71.5 FT) SOUTHWEST FROM THE SOUTHWEST CORNER
 KV6828'OF THE VISITORS DUGOUT.
 KV6828
 KV6828                          STATION RECOVERY (2005)
 KV6828
 KV6828'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV6828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6829 ***********************************************************************
 KV6829  DESIGNATION -  7 B 1
 KV6829  PID         -  KV6829
 KV6829  STATE/COUNTY-  NJ/ESSEX
 KV6829  USGS QUAD   -  ORANGE (1981)
 KV6829
 KV6829                         *CURRENT SURVEY CONTROL
 KV6829  ___________________________________________________________________
 KV6829* NAD 83(1996)-  40 48 35.66927(N)    074 12 44.61141(W)     ADJUSTED  
 KV6829* NAVD 88     -        74.6    (meters)     245.     (feet)  GPS OBS   
 KV6829  ___________________________________________________________________
 KV6829  X           -   1,315,318.015 (meters)                     COMP
 KV6829  Y           -  -4,652,075.498 (meters)                     COMP
 KV6829  Z           -   4,146,495.850 (meters)                     COMP
 KV6829  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 KV6829  ELLIP HEIGHT-          42.21  (meters)          (10/23/02) GPS OBS
 KV6829  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV6829
 KV6829  HORZ ORDER  -  FIRST
 KV6829  ELLP ORDER  -  FOURTH    CLASS I
 KV6829
 KV6829.The horizontal coordinates were established by GPS observations
 KV6829.and adjusted by the National Geodetic Survey in May 1999..
 KV6829
 KV6829.The orthometric height was determined by GPS observations and a
 KV6829.high-resolution geoid model.
 KV6829
 KV6829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6829
 KV6829.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6829
 KV6829.The ellipsoidal height was determined by GPS observations
 KV6829.and is referenced to NAD 83.
 KV6829
 KV6829.The geoid height was determined by GEOID03.
 KV6829
 KV6829;                    North         East     Units Scale Factor Converg.
 KV6829;SPC NJ       -   219,479.382   174,264.923   MT  0.99990724   +0 11 16.7
 KV6829;SPC NJ       -   720,075.27    571,734.17   sFT  0.99990724   +0 11 16.7
 KV6829;UTM  18      - 4,517,953.819   566,429.283   MT  0.99965431   +0 30 53.1
 KV6829
 KV6829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6829!SPC NJ       -   0.99999338  x   0.99990724  =   0.99990062
 KV6829!UTM  18      -   0.99999338  x   0.99965431  =   0.99964769
 KV6829
 KV6829                          SUPERSEDED SURVEY CONTROL
 KV6829
 KV6829  ELLIP H (05/14/99)   42.23   (m)                       GP(       ) 4 1
 KV6829  NAD 83(1996)-  40 48 35.66898(N)    074 12 44.61167(W) AD(       ) 1
 KV6829  NAD 83(1986)-  40 48 35.66722(N)    074 12 44.61344(W) AD(       ) 1
 KV6829
 KV6829.Superseded values are not recommended for survey control.
 KV6829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6829.See file dsdata.txt to determine how the superseded data were derived.
 KV6829
 KV6829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6642917954(NAD 83)
 KV6829_MARKER: DD = SURVEY DISK
 KV6829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6829_STAMPING: 7 B 1 1992
 KV6829_MARK LOGO: NJGS  
 KV6829_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6829+STABILITY: SURFACE MOTION
 KV6829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6829+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2003
 KV6829
 KV6829  HISTORY     - Date     Condition        Report By
 KV6829  HISTORY     - 1992     MONUMENTED       NJGS
 KV6829  HISTORY     - 19921030 GOOD             NJGS
 KV6829  HISTORY     - 20031016 GOOD             KSENG
 KV6829
 KV6829                          STATION DESCRIPTION
 KV6829
 KV6829'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6829'THE STATION IS LOCATED IN THE TOWN OF MONTCLAIR ON THE NORTHEAST SIDE
 KV6829'OF BLOOMFIELD AVENUE, JUST SOUTHEAST OF THE INTERSECTION WITH GROVE
 KV6829'STREET.  TO REACH THE STATION FROM THE INTERSECTION OF BLOOMFIELD
 KV6829'AVENUE AND THE GARDEN STATE PARKWAY AT EXIT 148, GO NORTHWEST ON
 KV6829'BLOOMFIELD AVENUE FOR 1.65 MI (2.66 KM) TO THE STATION ON THE RIGHT,
 KV6829'SET FLUSH WITH THE GROUND AT THE SOUTH END OF THE FIRST LANDSCAPED
 KV6829'ISLAND EAST OF THE ENTRANCE INTO THE PARKING LOT FOR THE LACKAWANNA
 KV6829'STATION PLAZA, A SHOPPING CENTER AND TRAIN STATION FOR THE NEW JERSEY
 KV6829'TRANSIT RAILROAD, AND ALSO IN LINE WITH THE NORTHWEST FACE OF A 15 FT
 KV6829'(4.6 M) HIGH CONCRETE AND BRICK SIGN POST FOR THE LACKAWANNA STATION
 KV6829'PLAZA.  THE STATION IS 9.4 M (30.8 FT) EAST NORTHEAST FROM THE
 KV6829'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF A 15 FT (4.6 M) HIGH
 KV6829'CONCRETE AND BRICK SIGN POST FOR THE LACKAWANNA STATION PLAZA, 19.9 M
 KV6829'(65.3 FT) EAST FROM A FIRE HYDRANT, 3.4 M (11.2 FT) NORTHWEST FROM
 KV6829'THE SOUTHEAST END OF THE LANDSCAPED ISLAND AND 17.1 M (56.1 FT)
 KV6829'NORTHWEST FROM THE SOUTHERN MOST CORNER OF THE PARKING LOT.
 KV6829
 KV6829                          STATION RECOVERY (1992)
 KV6829
 KV6829'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV6829'RECOVERED IN GOOD CONDITION.
 KV6829
 KV6829                          STATION RECOVERY (2003)
 KV6829
 KV6829'RECOVERY NOTE BY KS ENGINEERS PC 2003 (HGP)
 KV6829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6830 ***********************************************************************
 KV6830  DESIGNATION -  7 C 1
 KV6830  PID         -  KV6830
 KV6830  STATE/COUNTY-  NJ/ESSEX
 KV6830  USGS QUAD   -  ORANGE (1981)
 KV6830
 KV6830                         *CURRENT SURVEY CONTROL
 KV6830  ___________________________________________________________________
 KV6830* NAD 83(1996)-  40 48 13.92956(N)    074 14 20.11878(W)     ADJUSTED  
 KV6830* NAVD 88     -       188.6    (meters)     619.     (feet)  GPS OBS   
 KV6830  ___________________________________________________________________
 KV6830  X           -   1,313,306.287 (meters)                     COMP
 KV6830  Y           -  -4,653,188.846 (meters)                     COMP
 KV6830  Z           -   4,146,062.733 (meters)                     COMP
 KV6830  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 KV6830  ELLIP HEIGHT-         156.19  (meters)          (10/23/02) GPS OBS
 KV6830  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV6830
 KV6830  HORZ ORDER  -  FIRST
 KV6830  ELLP ORDER  -  FOURTH    CLASS I
 KV6830
 KV6830.The horizontal coordinates were established by GPS observations
 KV6830.and adjusted by the National Geodetic Survey in May 1999..
 KV6830
 KV6830.The orthometric height was determined by GPS observations and a
 KV6830.high-resolution geoid model.
 KV6830
 KV6830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6830
 KV6830.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6830
 KV6830.The ellipsoidal height was determined by GPS observations
 KV6830.and is referenced to NAD 83.
 KV6830
 KV6830.The geoid height was determined by GEOID03.
 KV6830
 KV6830;                    North         East     Units Scale Factor Converg.
 KV6830;SPC NJ       -   218,801.833   172,028.648   MT  0.99990597   +0 10 14.2
 KV6830;SPC NJ       -   717,852.35    564,397.32   sFT  0.99990597   +0 10 14.2
 KV6830;UTM  18      - 4,517,263.702   564,197.476   MT  0.99965073   +0 29 50.5
 KV6830
 KV6830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6830!SPC NJ       -   0.99997550  x   0.99990597  =   0.99988147
 KV6830!UTM  18      -   0.99997550  x   0.99965073  =   0.99962624
 KV6830
 KV6830                          SUPERSEDED SURVEY CONTROL
 KV6830
 KV6830  ELLIP H (05/14/99)  156.20   (m)                       GP(       ) 4 1
 KV6830  NAD 83(1996)-  40 48 13.92926(N)    074 14 20.11905(W) AD(       ) 1
 KV6830  NAD 83(1986)-  40 48 13.92755(N)    074 14 20.12081(W) AD(       ) 1
 KV6830
 KV6830.Superseded values are not recommended for survey control.
 KV6830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6830.See file dsdata.txt to determine how the superseded data were derived.
 KV6830
 KV6830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6419717264(NAD 83)
 KV6830_MARKER: DD = SURVEY DISK
 KV6830_SETTING: 66 = SET IN ROCK OUTCROP
 KV6830_SP_SET: ROCK OUTCROP
 KV6830_STAMPING: 7 C 1 1992
 KV6830_MARK LOGO: NJGS  
 KV6830_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6830_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV6830+STABILITY: POSITION/ELEVATION WELL
 KV6830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6830+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1992
 KV6830
 KV6830  HISTORY     - Date     Condition        Report By
 KV6830  HISTORY     - 1992     MONUMENTED       NJGS
 KV6830  HISTORY     - 19921030 GOOD             NJGS
 KV6830  HISTORY     - 20050528 GOOD             INDIV
 KV6830
 KV6830                          STATION DESCRIPTION
 KV6830
 KV6830'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6830'THE STATION IS LOCATED IN WEST ORANGE TOWNSHIP ON THE GROUNDS OF EAGLE
 KV6830'ROCK RESERVATION COUNTY PARK.  TO REACH THE STATION FROM THE
 KV6830'INTERSECTION OF BLOOMFIELD AVENUE AND THE GARDEN STATE PARKWAY AT
 KV6830'EXIT 148, GO NORTHWEST ON BLOOMFIELD AVENUE FOR 1.8 MI (2.9 KM) TO
 KV6830'THE INTERSECTION WITH GATES AVENUE.  TURN LEFT AND GO SOUTHWEST AND
 KV6830'THEN WEST ON GATES AVENUE FOR 1.1 MI (1.8 KM) TO THE TEE INTERSECTION
 KV6830'WITH UNDERCLIFF ROAD.  TURN LEFT AND GO 0.05 MI (0.08 KM) TO A PAVED
 KV6830'ROAD AT THE PARK ENTRANCE ON THE RIGHT.  BEAR TO THE RIGHT AND FOLLOW
 KV6830'THE WINDING PAVED ROAD UPHILL FOR 0.9 MI (1.4 KM) TO THE SUMMIT AND A
 KV6830'TRAFFIC CIRCLE AHEAD.  FOLLOW THE PAVED ROAD AROUND THE TRAFFIC
 KV6830'CIRCLE FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT, CEMENTED IN A
 KV6830'DRILL HOLE AND SET FLUSH IN A CONSPICUOUS GRANITE ROCK OUTCROP, 2.0 M
 KV6830'(6.6 FT) BY 1.5 M, (4.9 FT) PROJECTING 0.3 M (1.0 FT) ABOVE THE
 KV6830'GROUND ON THE WEST SIDE OF THE CIRCLE.  THE STATION IS ABOUT 150 M
 KV6830'(492.1 FT) SOUTHWEST FROM THE HIGHLAWN PAVILION RESTAURANT, A TWO
 KV6830'STORY SPANISH STYLE BLOCK BUILDING.  THE STATION IS 33.5 M
 KV6830'(109.9 FT) SOUTHEAST FROM A 4 FT (1.2 M) HIGH BRICK DRINKING WATER
 KV6830'FOUNTAIN, 44.6 M (146.3 FT) EAST AND RADIAL FROM THE WEST CURB OF THE
 KV6830'TRAFFIC CIRCLE AND 61.4 M (201.4 FT) NORTHEAST FROM A TELEPHONE BOOTH
 KV6830'ON THE WEST SIDE OF THE TRAFFIC CIRCLE.
 KV6830
 KV6830                          STATION RECOVERY (1992)
 KV6830
 KV6830'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV6830'RECOVERED IN GOOD CONDITION.
 KV6830
 KV6830                          STATION RECOVERY (2005)
 KV6830
 KV6830'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 KV6830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6831 ***********************************************************************
 KV6831  DESIGNATION -  7 D 1
 KV6831  PID         -  KV6831
 KV6831  STATE/COUNTY-  NJ/ESSEX
 KV6831  USGS QUAD   -  ORANGE (1981)
 KV6831
 KV6831                         *CURRENT SURVEY CONTROL
 KV6831  ___________________________________________________________________
 KV6831* NAD 83(1996)-  40 46 01.42198(N)    074 14 18.05838(W)     ADJUSTED  
 KV6831* NAVD 88     -        60.0    (meters)     197.     (feet)  GPS OBS   
 KV6831  ___________________________________________________________________
 KV6831  X           -   1,314,051.604 (meters)                     COMP
 KV6831  Y           -  -4,655,651.683 (meters)                     COMP
 KV6831  Z           -   4,142,883.770 (meters)                     COMP
 KV6831  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 KV6831  ELLIP HEIGHT-          27.54  (meters)          (10/23/02) GPS OBS
 KV6831  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV6831
 KV6831  HORZ ORDER  -  FIRST
 KV6831  ELLP ORDER  -  FOURTH    CLASS I
 KV6831
 KV6831.The horizontal coordinates were established by GPS observations
 KV6831.and adjusted by the National Geodetic Survey in May 1999..
 KV6831
 KV6831.The orthometric height was determined by GPS observations and a
 KV6831.high-resolution geoid model.
 KV6831
 KV6831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6831
 KV6831.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6831
 KV6831.The ellipsoidal height was determined by GPS observations
 KV6831.and is referenced to NAD 83.
 KV6831
 KV6831.The geoid height was determined by GEOID03.
 KV6831
 KV6831;                    North         East     Units Scale Factor Converg.
 KV6831;SPC NJ       -   214,714.897   172,089.131   MT  0.99990600   +0 10 15.1
 KV6831;SPC NJ       -   704,443.79    564,595.76   sFT  0.99990600   +0 10 15.1
 KV6831;UTM  18      - 4,513,178.221   564,281.235   MT  0.99965086   +0 29 50.5
 KV6831
 KV6831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6831!SPC NJ       -   0.99999568  x   0.99990600  =   0.99990168
 KV6831!UTM  18      -   0.99999568  x   0.99965086  =   0.99964654
 KV6831
 KV6831                          SUPERSEDED SURVEY CONTROL
 KV6831
 KV6831  ELLIP H (05/14/99)   27.55   (m)                       GP(       ) 4 1
 KV6831  NAD 83(1996)-  40 46 01.42166(N)    074 14 18.05870(W) AD(       ) 1
 KV6831  NAD 83(1986)-  40 46 01.42016(N)    074 14 18.06030(W) AD(       ) 1
 KV6831
 KV6831.Superseded values are not recommended for survey control.
 KV6831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6831.See file dsdata.txt to determine how the superseded data were derived.
 KV6831
 KV6831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6428113178(NAD 83)
 KV6831_MARKER: DD = SURVEY DISK
 KV6831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6831_STAMPING: 7 D 1 1992
 KV6831_MARK LOGO: NJGS  
 KV6831_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6831+STABILITY: SURFACE MOTION
 KV6831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6831+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 KV6831
 KV6831  HISTORY     - Date     Condition        Report By
 KV6831  HISTORY     - 1992     MONUMENTED       NJGS
 KV6831  HISTORY     - 19921030 GOOD             NJGS
 KV6831  HISTORY     - 20020708 GOOD             INDIV
 KV6831
 KV6831                          STATION DESCRIPTION
 KV6831
 KV6831'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6831'THE STATION IS LOCATED IN THE CITY OF ORANGE ON THE NORTHEAST SIDE OF
 KV6831'CENTRAL AVENUE, SOUTHEAST OF THE INTERSECTION WITH LINCOLN AVENUE,
 KV6831'ADJACENT TO THE CITY OF ORANGE CENTRAL BASEBALL FIELD AND RUNNING
 KV6831'TRACK AND IN LINE WITH THE NORTHWEST WALL OF THE ORANGE MIDDLE
 KV6831'SCHOOL, A 2.5 STORY RED BRICK BUILDING AT THE SOUTHWEST CORNER OF THE
 KV6831'INTERSECTION.  TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL
 KV6831'AVENUE AND THE GARDEN STATE PARKWAY, GO NORTHWEST ON CENTRAL AVENUE
 KV6831'FOR 1.7 MI (2.7 KM) TO THE STATION ON THE RIGHT, SET FLUSH BETWEEN
 KV6831'THE CURB AND THE SIDEWALK.  THE STATION IS 10.5 M (34.4 FT) NORTHEAST
 KV6831'FROM THE CENTERLINE OF CENTRAL AVENUE, 2.8 M (9.2 FT) NORTHEAST FROM
 KV6831'THE EAST CURBLINE OF CENTRAL AVENUE, 27.6 M (90.6 FT) SOUTHEAST FROM
 KV6831'THE CENTERLINE OF LINCOLN AVENUE, 4.9 M (16.1 FT) SOUTHWEST FROM A
 KV6831'6.O FT HIGH IRON FENCE SURROUNDING THE BASEBALL FIELD, 21.8 M
 KV6831'(71.5 FT) SOUTHEAST OF THE SOUTHEAST CURBLINE OF LINCOLN AVENUE
 KV6831'EXTENDED AND 13.0 M (42.7 FT) SOUTH FROM THE SOUTHEAST OF TWO
 KV6831'TELEPHONE BOOTHS AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 KV6831'CENTRAL AVENUE AND LINCOLN AVENUE.
 KV6831
 KV6831                          STATION RECOVERY (1992)
 KV6831
 KV6831'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV6831'RECOVERED IN GOOD CONDITION.
 KV6831
 KV6831                          STATION RECOVERY (2002)
 KV6831
 KV6831'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FP)
 KV6831'FOUND AS DESCRIBED BY MACDEL ENGINEERING, P.C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6832 ***********************************************************************
 KV6832  DESIGNATION -  7 E 1
 KV6832  PID         -  KV6832
 KV6832  STATE/COUNTY-  NJ/ESSEX
 KV6832  USGS QUAD   -  ELIZABETH (1995)
 KV6832
 KV6832                         *CURRENT SURVEY CONTROL
 KV6832  ___________________________________________________________________
 KV6832* NAD 83(1996)-  40 42 01.67554(N)    074 11 58.07555(W)     ADJUSTED  
 KV6832* NAVD 88     -         7.8    (meters)      26.     (feet)  GPS OBS   
 KV6832  ___________________________________________________________________
 KV6832  X           -   1,318,514.152 (meters)                     COMP
 KV6832  Y           -  -4,659,364.301 (meters)                     COMP
 KV6832  Z           -   4,137,245.846 (meters)                     COMP
 KV6832  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 KV6832  ELLIP HEIGHT-         -24.62  (meters)          (10/23/02) GPS OBS
 KV6832  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV6832
 KV6832  HORZ ORDER  -  FIRST
 KV6832  ELLP ORDER  -  FOURTH    CLASS I
 KV6832
 KV6832.The horizontal coordinates were established by GPS observations
 KV6832.and adjusted by the National Geodetic Survey in May 1999..
 KV6832
 KV6832.The orthometric height was determined by GPS observations and a
 KV6832.high-resolution geoid model.
 KV6832
 KV6832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6832
 KV6832.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6832
 KV6832.The ellipsoidal height was determined by GPS observations
 KV6832.and is referenced to NAD 83.
 KV6832
 KV6832.The geoid height was determined by GEOID03.
 KV6832
 KV6832;                    North         East     Units Scale Factor Converg.
 KV6832;SPC NJ       -   207,330.708   175,397.133   MT  0.99990794   +0 11 45.5
 KV6832;SPC NJ       -   680,217.50    575,448.76   sFT  0.99990794   +0 11 45.5
 KV6832;SPC NY L     -    59,295.264   283,142.239   MT  0.99999829   -0 07 49.7
 KV6832;SPC NY L     -   194,537.88    928,942.50   sFT  0.99999829   -0 07 49.7
 KV6832;UTM  18      - 4,505,814.856   567,630.386   MT  0.99965630   +0 31 19.4
 KV6832
 KV6832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6832!SPC NJ       -   1.00000386  x   0.99990794  =   0.99991180
 KV6832!SPC NY L     -   1.00000386  x   0.99999829  =   1.00000215
 KV6832!UTM  18      -   1.00000386  x   0.99965630  =   0.99966016
 KV6832
 KV6832                          SUPERSEDED SURVEY CONTROL
 KV6832
 KV6832  ELLIP H (05/14/99)  -24.61   (m)                       GP(       ) 4 1
 KV6832  NAD 83(1996)-  40 42 01.67536(N)    074 11 58.07576(W) AD(       ) 1
 KV6832  NAD 83(1986)-  40 42 01.67397(N)    074 11 58.07779(W) AD(       ) 1
 KV6832
 KV6832.Superseded values are not recommended for survey control.
 KV6832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6832.See file dsdata.txt to determine how the superseded data were derived.
 KV6832
 KV6832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6763005815(NAD 83)
 KV6832_MARKER: DD = SURVEY DISK
 KV6832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6832_SP_SET: CONCRETE POST
 KV6832_STAMPING: 7 E 1 1992
 KV6832_MARK LOGO: NJGS  
 KV6832_PROJECTION: FLUSH
 KV6832_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6832+STABILITY: SURFACE MOTION
 KV6832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6832+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2000
 KV6832
 KV6832  HISTORY     - Date     Condition        Report By
 KV6832  HISTORY     - 1992     MONUMENTED       NJGS
 KV6832  HISTORY     - 19981106 GOOD             STEWRT
 KV6832  HISTORY     - 20000516 GOOD             PORANY
 KV6832
 KV6832                          STATION DESCRIPTION
 KV6832
 KV6832'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6832'THE STATION IS LOCATED IN THE CITY OF NEWARK AT THE NORTHEAST END OF
 KV6832'AN OVAL SHAPED ATHLETIC FIELD CONTAINING THREE SOFTBALL FIELDS, EAST
 KV6832'OF THE MAIN GRANDSTAND ON THE NORTHWEST SIDE OF THE FIELD IN
 KV6832'WEEQUAHIC PARK.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 KV6832'HIGHWAY 22 AND FRELINGHUYSEN AVENUE, GO 0.35 MI (0.56 KM) SOUTH ON
 KV6832'FRELINGHUYSEN AVENUE TO THE JUNCTION WITH MEEKER AVENUE.  TURN RIGHT
 KV6832'AND GO 0.3 MI (0.5 KM) NORTHWEST ON MEEKER AVENUE TO THE PARK
 KV6832'ENTRANCE ON THE LEFT.  TURN LEFT AND GO 0.35 MI (0.56 KM) STAYING TO
 KV6832'THE LEFT ON THE PAVED PARK ROAD ON THE SOUTH SIDE OF THE LAKE, TO THE
 KV6832'ATHLETIC FIELD OUTBOUND ROAD AND THE STATION ON THE LEFT.  THE
 KV6832'STATION CAN ALSO BE REACHED FROM THE JUNCTION OF FRELINGHUYSEN AVENUE
 KV6832'AND WHITHER PLACE BY GOING 0.15 MI (0.24 KM) NORTHWEST ON WHITHER
 KV6832'PLACE TO THE INTERSECTION WITH DAYTON STREET.  TURN LEFT AND GO 0.05
 KV6832'MI (0.08 KM) TO THE PARK ENTRANCE ON THE RIGHT.  TURN RIGHT AND
 KV6832'FOLLOW THE PARK ROAD FOR 0.15 MI (0.24 KM) TO THE STATION ON THE
 KV6832'LEFT.  THE STATION IS 23.0 M (75.5 FT) EAST FROM THE CENTER OF THE
 KV6832'SOFTBALL FIELD BACKSTOP NUMBER 3, 5.2 M (17.1 FT) EAST FROM A STONE
 KV6832'AND CONCRETE RETAINING WALL, 3.5 M (11.5 FT) NORTH FROM THE NORTHWEST
 KV6832'CORNER OF A PARKING AREA, 24.2 M (79.4 FT) SOUTH FROM POLE NUMBER PS
 KV6832'27952N, 23.1 M (75.8 FT) NORTHWEST FROM POLE NUMBER PS 27953 AND 10.4
 KV6832'M (34.1 FT) WEST FROM THE CENTERLINE OF THE PARK ROAD.  THE STATION
 KV6832'IS SET FLUSH WITH THE GROUND.
 KV6832
 KV6832                          STATION RECOVERY (1998)
 KV6832
 KV6832'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1998 (JMS)
 KV6832'NO CHANGE.  SUITABLE FOR GPS OBSERVATION.
 KV6832
 KV6832                          STATION RECOVERY (2000)
 KV6832
 KV6832'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2000 (SSZ)
 KV6832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6833 ***********************************************************************
 KV6833  DESIGNATION -  7 F 1
 KV6833  PID         -  KV6833
 KV6833  STATE/COUNTY-  NJ/ESSEX
 KV6833  USGS QUAD   -  ROSELLE (1995)
 KV6833
 KV6833                         *CURRENT SURVEY CONTROL
 KV6833  ___________________________________________________________________
 KV6833* NAD 83(1996)-  40 44 34.37187(N)    074 15 51.05691(W)     ADJUSTED  
 KV6833* NAVD 88     -        42.5    (meters)     139.     (feet)  GPS OBS   
 KV6833  ___________________________________________________________________
 KV6833  X           -   1,312,424.185 (meters)                     COMP
 KV6833  Y           -  -4,657,918.162 (meters)                     COMP
 KV6833  Z           -   4,140,838.206 (meters)                     COMP
 KV6833  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 KV6833  ELLIP HEIGHT-           9.97  (meters)          (10/23/02) GPS OBS
 KV6833  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV6833
 KV6833  HORZ ORDER  -  FIRST
 KV6833  ELLP ORDER  -  FOURTH    CLASS I
 KV6833
 KV6833.The horizontal coordinates were established by GPS observations
 KV6833.and adjusted by the National Geodetic Survey in May 1999..
 KV6833
 KV6833.The orthometric height was determined by GPS observations and a
 KV6833.high-resolution geoid model.
 KV6833
 KV6833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6833
 KV6833.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6833
 KV6833.The ellipsoidal height was determined by GPS observations
 KV6833.and is referenced to NAD 83.
 KV6833
 KV6833.The geoid height was determined by GEOID03.
 KV6833
 KV6833;                    North         East     Units Scale Factor Converg.
 KV6833;SPC NJ       -   212,023.746   169,915.469   MT  0.99990488   +0 09 14.1
 KV6833;SPC NJ       -   695,614.57    557,464.33   sFT  0.99990488   +0 09 14.1
 KV6833;UTM  18      - 4,510,475.422   562,123.493   MT  0.99964750   +0 28 48.9
 KV6833
 KV6833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6833!SPC NJ       -   0.99999844  x   0.99990488  =   0.99990332
 KV6833!UTM  18      -   0.99999844  x   0.99964750  =   0.99964594
 KV6833
 KV6833                          SUPERSEDED SURVEY CONTROL
 KV6833
 KV6833  ELLIP H (05/14/99)    9.98   (m)                       GP(       ) 4 1
 KV6833  NAD 83(1996)-  40 44 34.37152(N)    074 15 51.05729(W) AD(       ) 1
 KV6833  NAD 83(1986)-  40 44 34.37040(N)    074 15 51.05881(W) AD(       ) 1
 KV6833
 KV6833.Superseded values are not recommended for survey control.
 KV6833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6833.See file dsdata.txt to determine how the superseded data were derived.
 KV6833
 KV6833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6212310475(NAD 83)
 KV6833_MARKER: DD = SURVEY DISK
 KV6833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6833_STAMPING: 7 F 1 1992
 KV6833_MARK LOGO: NJGS  
 KV6833_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6833+STABILITY: SURFACE MOTION
 KV6833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6833+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 KV6833
 KV6833  HISTORY     - Date     Condition        Report By
 KV6833  HISTORY     - 1992     MONUMENTED       NJGS
 KV6833  HISTORY     - 19930309 GOOD             NJGS
 KV6833  HISTORY     - 20020708 GOOD             INDIV
 KV6833
 KV6833                          STATION DESCRIPTION
 KV6833
 KV6833'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6833'THE STATION IS LOCATED IN THE VILLAGE OF SOUTH ORANGE ON THE GROUNDS
 KV6833'OF THE WATERLANDS PARK.  TO REACH THE STATION FROM THE INTERSECTION
 KV6833'OF SOUTH ORANGE AVENUE, COUNTY ROAD 510 AND THE GARDEN STATE PARKWAY
 KV6833'AT EXIT 144, GO 2.4 MI (3.9 KM) WEST ON SOUTH ORANGE AVENUE, COUNTY
 KV6833'ROAD 510 TO THE JUNCTION WITH VALLEY ROAD ON THE LEFT.  TURN LEFT AND
 KV6833'GO 0.2 MI (0.3 KM) SOUTH SOUTHWEST ON VALLEY TO THE JUNCTION WITH
 KV6833'THIRD STREET.  TURN RIGHT AND GO 0.15 MI (0.24 KM) NORTHWEST ON THIRD
 KV6833'STREET, PASSING UNDER THE RAILROAD BRIDGE TO THE ENTRANCE TO THE PARK
 KV6833'ON THE LEFT.  TURN LEFT INTO THE PARK AND FOLLOW THE PARK ROAD FOR
 KV6833'0.15 MI (0.24 KM) TO THE STATION ON THE LEFT, SET FLUSH WITH THE
 KV6833'GROUND IN THE GRASS MEDIAN DIVIDER IN THE PARKING LOT.  THE STATION
 KV6833'IS 21.6 M (70.9 FT) SOUTH SOUTHEAST FROM POLE NUMBER 62224SO WITH
 KV6833'THREE TRANSFORMERS ATTACHED, 15.8 M (51.8 FT) SOUTH FROM LIGHT POLE
 KV6833'NUMBER PS 2311SO, 0.4 M (1.3 FT) EAST FROM THE WEST BELGIAN BLOCK
 KV6833'CURBLINE OF THE MEDIAN, 2.6 M (8.5 FT) WEST FROM THE EAST BELGIAN
 KV6833'BLOCK CURBLINE OF THE MEDIAN, 21.2 M (69.6 FT) NORTH NORTHWEST FROM
 KV6833'LIGHT POLE NUMBER PS 2312SO IN THE CENTER OF THE MEDIAN, 22.0 M
 KV6833'(72.2 FT) SOUTH SOUTHEAST FROM THE SOUTH CORNER OF A SMALL STUCCO
 KV6833'BUILDING AND 24.1 M (79.1 FT) WEST SOUTHWEST FROM POLE NUMBER 2199SO.
 KV6833
 KV6833                          STATION RECOVERY (1993)
 KV6833
 KV6833'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6833'RECOVERED IN GOOD CONDITION.
 KV6833
 KV6833                          STATION RECOVERY (2002)
 KV6833
 KV6833'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FP)
 KV6833'FOUND AS DESCRIBED BY MACDEL ENGINEERING, P.C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6834 ***********************************************************************
 KV6834  DESIGNATION -  7 G 1
 KV6834  PID         -  KV6834
 KV6834  STATE/COUNTY-  NJ/ESSEX
 KV6834  USGS QUAD   -  ORANGE (1981)
 KV6834
 KV6834                         *CURRENT SURVEY CONTROL
 KV6834  ___________________________________________________________________
 KV6834* NAD 83(1996)-  40 47 39.56451(N)    074 10 17.39664(W)     ADJUSTED  
 KV6834* NAVD 88     -        32.6    (meters)     107.     (feet)  GPS OBS   
 KV6834  ___________________________________________________________________
 KV6834  X           -   1,318,937.776 (meters)                     COMP
 KV6834  Y           -  -4,652,193.115 (meters)                     COMP
 KV6834  Z           -   4,145,158.440 (meters)                     COMP
 KV6834  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 KV6834  ELLIP HEIGHT-           0.38  (meters)          (10/23/02) GPS OBS
 KV6834  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV6834
 KV6834  HORZ ORDER  -  FIRST
 KV6834  ELLP ORDER  -  FOURTH    CLASS I
 KV6834
 KV6834.The horizontal coordinates were established by GPS observations
 KV6834.and adjusted by the National Geodetic Survey in May 1999..
 KV6834
 KV6834.The orthometric height was determined by GPS observations and a
 KV6834.high-resolution geoid model.
 KV6834
 KV6834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6834
 KV6834.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6834
 KV6834.The ellipsoidal height was determined by GPS observations
 KV6834.and is referenced to NAD 83.
 KV6834
 KV6834.The geoid height was determined by GEOID03.
 KV6834
 KV6834;                    North         East     Units Scale Factor Converg.
 KV6834;SPC NJ       -   217,760.997   177,721.474   MT  0.99990946   +0 12 52.7
 KV6834;SPC NJ       -   714,437.54    583,074.54   sFT  0.99990946   +0 12 52.7
 KV6834;UTM  18      - 4,516,255.600   569,894.707   MT  0.99966013   +0 32 28.7
 KV6834
 KV6834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6834!SPC NJ       -   0.99999994  x   0.99990946  =   0.99990940
 KV6834!UTM  18      -   0.99999994  x   0.99966013  =   0.99966007
 KV6834
 KV6834|---------------------------------------------------------------------|
 KV6834| PID    Reference Object                     Distance      Geod. Az  |
 KV6834|                                                           dddmmss.s |
 KV6834| KV4167 ESSEX                               153.137 METERS 35413     |
 KV6834|---------------------------------------------------------------------|
 KV6834
 KV6834                          SUPERSEDED SURVEY CONTROL
 KV6834
 KV6834  ELLIP H (05/14/99)    0.39   (m)                       GP(       ) 4 1
 KV6834  NAD 83(1996)-  40 47 39.56427(N)    074 10 17.39683(W) AD(       ) 1
 KV6834  NAD 83(1986)-  40 47 39.56224(N)    074 10 17.39914(W) AD(       ) 1
 KV6834
 KV6834.Superseded values are not recommended for survey control.
 KV6834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6834.See file dsdata.txt to determine how the superseded data were derived.
 KV6834
 KV6834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6989516256(NAD 83)
 KV6834_MARKER: DD = SURVEY DISK
 KV6834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6834_SP_SET: CONCRETE POST
 KV6834_STAMPING: 7 G 1 1992
 KV6834_MARK LOGO: NJGS  
 KV6834_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6834+STABILITY: SURFACE MOTION
 KV6834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6834+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KV6834
 KV6834  HISTORY     - Date     Condition        Report By
 KV6834  HISTORY     - 1992     MONUMENTED       NJGS
 KV6834
 KV6834                          STATION DESCRIPTION
 KV6834
 KV6834'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6834'THE STATION IS LOCATED IN THE TOWN OF BELLEVILLE ON THE GROUNDS OF THE
 KV6834'FORMER COUNTY ISOLATION HOSPITAL, NOW ABANDONED.  TO REACH THE
 KV6834'STATION FROM THE JUNCTION OF THE EXIT RAMP LEADING FROM THE
 KV6834'SOUTHBOUND LANES OF THE GARDEN STATE PARKWAY AND BELLEVILLE AVENUE AT
 KV6834'INTERCHANGE 149, GO 1.05 MI (1.69 KM) EAST SOUTHEAST ON BELLEVILLE
 KV6834'AVENUE TO THE DRIVEWAY LEADING TO THE HOSPITAL, A 7 STORY CONSPICUOUS
 KV6834'BRICK STRUCTURE.  TURN LEFT AND 44 M (144.4 FT) TO THE STATION ON THE
 KV6834'RIGHT.  TO REACH THE STATION FROM THE JUNCTION OF THE EXIT RAMP
 KV6834'LEADING FROM THE NORTHBOUND LANES OF THE GARDEN STATE PARKWAY AND
 KV6834'HOOVER AVENUE AT INTERCHANGE 150, GO 0.25 MI (0.40 KM) EAST SOUTHEAST
 KV6834'ON HOOVER AVENUE TO THE TEE JUNCTION WITH JORALEMON STREET.  TURN
 KV6834'RIGHT AND GO 0.5 MI (0.8 KM) EAST ON JORALEMON STREET TO THE JUNCTION
 KV6834'WITH FRANKLIN AVENUE.  TURN RIGHT AND GO 0.65 MI (1.05 KM) SOUTH ON
 KV6834'FRANKLIN AVENUE TO THE JUNCTION WITH BELLEVILLE AVENUE. TURN RIGHT
 KV6834'AND GO 0.1 MI (0.2 KM) WEST ON BELLEVILLE AVENUE TO THE HOSPITAL
 KV6834'DRIVE ON THE RIGHT.  TURN RIGHT AND GO 44 M (144.4 FT) TO THE STATION
 KV6834'ON THE RIGHT.  THE STATION IS 18.8 M (61.7 FT) NORTH FROM THE NORTH
 KV6834'CORNER OF A RECTANGULAR CONCRETE SLAB FOR A WATER VALVE, 25.6 M
 KV6834'(84.0 FT) EAST SOUTHEAST FROM POLE NUMBER 3881, 17.3 M (56.8 FT)
 KV6834'SOUTHEAST FROM THE SOUTHEAST CURBLINE OF THE DRIVEWAY, 40.7 M
 KV6834'(133.5 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE SOUTHEAST BRICK
 KV6834'COLUMN AT THE DRIVEWAY ENTRANCE, 34.6 M (113.5 FT) SOUTH FROM POLE
 KV6834'NUMBER 3882, 28.3 M (92.8 FT) NORTHWEST FROM A SMALL ORNAMENTAL TREE
 KV6834'AND 27.0 M (88.6 FT) SOUTH FROM A MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6907 ***********************************************************************
 KV6907  DESIGNATION -  7 H 1
 KV6907  PID         -  KV6907
 KV6907  STATE/COUNTY-  NJ/ESSEX
 KV6907  USGS QUAD   -  CALDWELL (1995)
 KV6907
 KV6907                         *CURRENT SURVEY CONTROL
 KV6907  ___________________________________________________________________
 KV6907* NAD 83(1996)-  40 46 32.93928(N)    074 19 28.11947(W)     ADJUSTED  
 KV6907* NAVD 88     -        80.8    (meters)     265.     (feet)  GPS OBS   
 KV6907  ___________________________________________________________________
 KV6907  X           -   1,306,884.331 (meters)                     COMP
 KV6907  Y           -  -4,657,025.460 (meters)                     COMP
 KV6907  Z           -   4,143,633.507 (meters)                     COMP
 KV6907  LAPLACE CORR-           5.08  (seconds)                    DEFLEC99
 KV6907  ELLIP HEIGHT-          48.14  (meters)          (10/23/02) GPS OBS
 KV6907  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KV6907
 KV6907  HORZ ORDER  -  FIRST
 KV6907  ELLP ORDER  -  FOURTH    CLASS I
 KV6907
 KV6907.The horizontal coordinates were established by GPS observations
 KV6907.and adjusted by the National Geodetic Survey in May 1999..
 KV6907
 KV6907.The orthometric height was determined by GPS observations and a
 KV6907.high-resolution geoid model.
 KV6907
 KV6907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6907
 KV6907.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6907
 KV6907.The ellipsoidal height was determined by GPS observations
 KV6907.and is referenced to NAD 83.
 KV6907
 KV6907.The geoid height was determined by GEOID03.
 KV6907
 KV6907;                    North         East     Units Scale Factor Converg.
 KV6907;SPC NJ       -   215,668.904   164,816.052   MT  0.99990270   +0 06 52.7
 KV6907;SPC NJ       -   707,573.73    540,734.00   sFT  0.99990270   +0 06 52.7
 KV6907;UTM  18      - 4,514,090.525   557,004.722   MT  0.99964000   +0 26 28.3
 KV6907
 KV6907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6907!SPC NJ       -   0.99999245  x   0.99990270  =   0.99989515
 KV6907!UTM  18      -   0.99999245  x   0.99964000  =   0.99963245
 KV6907
 KV6907                          SUPERSEDED SURVEY CONTROL
 KV6907
 KV6907  ELLIP H (05/14/99)   48.16   (m)                       GP(       ) 4 1
 KV6907  NAD 83(1996)-  40 46 32.93890(N)    074 19 28.11985(W) AD(       ) 1
 KV6907  NAD 83(1986)-  40 46 32.93765(N)    074 19 28.12082(W) AD(       ) 1
 KV6907
 KV6907.Superseded values are not recommended for survey control.
 KV6907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6907.See file dsdata.txt to determine how the superseded data were derived.
 KV6907
 KV6907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5700514091(NAD 83)
 KV6907_MARKER: DD = SURVEY DISK
 KV6907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6907_SP_SET: CONCRETE POST
 KV6907_STAMPING: 7 H 1 1992
 KV6907_MARK LOGO: NJGS  
 KV6907_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6907+STABILITY: SURFACE MOTION
 KV6907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6907+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KV6907
 KV6907  HISTORY     - Date     Condition        Report By
 KV6907  HISTORY     - 1992     MONUMENTED       NJGS
 KV6907
 KV6907                          STATION DESCRIPTION
 KV6907
 KV6907'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6907'THE STATION IS LOCATED IN LIVINGSTON TOWNSHIP ON THE NORTH SIDE OF
 KV6907'WEST NORTHFIELD AVENUE, COUNTY ROAD 508, ON THE GROUNDS OF THE
 KV6907'MONMOUTH COURT COMMUNITY CENTER.  TO REACH THE STATION FROM THE
 KV6907'JUNCTION OF WEST OLD MOUNT PLEASANT AVENUE, STATE HIGHWAY 10, AND
 KV6907'WEST NORTHFIELD AVENUE, GO SOUTHEAST ON WEST NORTHFIELD AVENUE FOR
 KV6907'1.55 MI (2.49 KM) TO THE TEE INTERSECTION WITH WINCHESTER ROAD ON THE
 KV6907'LEFT.  TURN LEFT AND GO NORTHEAST ON WINCHESTER ROAD FOR 0.05 MI
 KV6907'(0.08 KM) TO THE TEE INTERSECTION WITH MONMOUTH COURT AND A SIGN FOR
 KV6907'THE COMMUNITY CENTER ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST ON
 KV6907'MONMOUTH COURT FOR 0.15 MI (0.24 KM) TO THE END OF THE ROAD AND THE
 KV6907'ENTRANCE DRIVE TO THE COMMUNITY CENTER AHEAD.  BEAR TO THE RIGHT
 KV6907'AROUND THE COMMUNITY CENTER AND FOLLOW THE PAVED ROAD OF THE PARKING
 KV6907'LOT FOR 0.1 MI (0.16 KM) TO THE REAR OF THE PARKING LOT AND THE
 KV6907'STATION ON THE LEFT, SET FLUSH WITH THE LAWN IN RANGE WITH AND EAST
 KV6907'OF THE SOUTH EDGE OF THE PARKING LOT.  TO REACH THE STATION FROM THE
 KV6907'INTERSECTION OF SOUTH LIVINGSTON AVENUE AND WEST NORTHFIELD AVENUE,
 KV6907'COUNTY ROAD 508, GO NORTHWEST ON WEST NORTHFIELD AVENUE FOR 0.15 MI
 KV6907'(0.24 KM) TO THE ENTRANCE DRIVE FOR A PARKING LOT TO THE ROOSEVELT
 KV6907'PLAZA ON THE RIGHT, OPPOSITE THE U.S. POST OFFICE FOR THE SOUTH
 KV6907'LIVINGSTON STATION.  TURN RIGHT AND GO EAST TO THE END OF THE PARKING
 KV6907'LOT AND A PAVED DRIVE AHEAD LEADING TO THE PARKING LOT OF THE
 KV6907'COMMUNITY CENTER.  BEAR TO THE LEFT AND GO ABOUT 32 M (104.99 FT) TO
 KV6907'THE STATION ON THE RIGHT, AT THE EDGE OF THE PARKING LOT.  THE
 KV6907'STATION IS 2.0 M (6.56 FT) EAST SOUTHEAST FROM THE EAST EDGE OF THE
 KV6907'PAVING, 11.8 M (38.71 FT) EAST SOUTHEAST FROM THE CENTERLINE OF THE
 KV6907'ROAD LEADING INTO THE PARKING LOT FROM THE ROOSEVELT PLAZA, 30.85 M
 KV6907'(101.21 FT) NORTHEAST FROM A DO NOT BLOCK DRIVEWAY SIGN AT THE REAR
 KV6907'OF THE PARKING LOT FOR THE ROOSEVELT PLAZA AND 65.8 M (215.88 FT)
 KV6907'SOUTHWEST FROM THE CENTER OF A BACKSTOP CAGE FOR A BASEBALL FIELD AT
 KV6907'THE REAR OF THE COMMUNITY CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6908 ***********************************************************************
 KV6908  DESIGNATION -  7 J 1
 KV6908  PID         -  KV6908
 KV6908  STATE/COUNTY-  NJ/ESSEX
 KV6908  USGS QUAD   -  CALDWELL (1995)
 KV6908
 KV6908                         *CURRENT SURVEY CONTROL
 KV6908  ___________________________________________________________________
 KV6908* NAD 83(1996)-  40 46 53.16554(N)    074 16 37.30772(W)     ADJUSTED  
 KV6908* NAVD 88     -       116.8    (meters)     383.     (feet)  GPS OBS   
 KV6908  ___________________________________________________________________
 KV6908  X           -   1,310,637.442 (meters)                     COMP
 KV6908  Y           -  -4,655,575.702 (meters)                     COMP
 KV6908  Z           -   4,144,129.587 (meters)                     COMP
 KV6908  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 KV6908  ELLIP HEIGHT-          84.30  (meters)          (10/23/02) GPS OBS
 KV6908  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV6908
 KV6908  HORZ ORDER  -  FIRST
 KV6908  ELLP ORDER  -  FOURTH    CLASS I
 KV6908
 KV6908.The horizontal coordinates were established by GPS observations
 KV6908.and adjusted by the National Geodetic Survey in May 1999..
 KV6908
 KV6908.The orthometric height was determined by GPS observations and a
 KV6908.high-resolution geoid model.
 KV6908
 KV6908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6908
 KV6908.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6908
 KV6908.The ellipsoidal height was determined by GPS observations
 KV6908.and is referenced to NAD 83.
 KV6908
 KV6908.The geoid height was determined by GEOID03.
 KV6908
 KV6908;                    North         East     Units Scale Factor Converg.
 KV6908;SPC NJ       -   216,301.860   168,819.586   MT  0.99990436   +0 08 44.3
 KV6908;SPC NJ       -   709,650.35    553,868.93   sFT  0.99990436   +0 08 44.3
 KV6908;UTM  18      - 4,514,746.120   561,003.541   MT  0.99964580   +0 28 20.1
 KV6908
 KV6908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6908!SPC NJ       -   0.99998678  x   0.99990436  =   0.99989114
 KV6908!UTM  18      -   0.99998678  x   0.99964580  =   0.99963258
 KV6908
 KV6908                          SUPERSEDED SURVEY CONTROL
 KV6908
 KV6908  ELLIP H (05/14/99)   84.31   (m)                       GP(       ) 4 1
 KV6908  NAD 83(1996)-  40 46 53.16519(N)    074 16 37.30809(W) AD(       ) 1
 KV6908  NAD 83(1986)-  40 46 53.16385(N)    074 16 37.30939(W) AD(       ) 1
 KV6908
 KV6908.Superseded values are not recommended for survey control.
 KV6908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6908.See file dsdata.txt to determine how the superseded data were derived.
 KV6908
 KV6908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6100414746(NAD 83)
 KV6908_MARKER: DD = SURVEY DISK
 KV6908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6908_SP_SET: CONCRETE POST
 KV6908_STAMPING: 7 J 1 1992
 KV6908_MARK LOGO: NJGS  
 KV6908_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6908+STABILITY: SURFACE MOTION
 KV6908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6908+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KV6908
 KV6908  HISTORY     - Date     Condition        Report By
 KV6908  HISTORY     - 1992     MONUMENTED       NJGS
 KV6908
 KV6908                          STATION DESCRIPTION
 KV6908
 KV6908'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6908'THE STATION IS LOCATED IN WEST ORANGE TOWNSHIP ON THE NORTHWEST SIDE
 KV6908'OF PLEASANT VALLEY WAY ON THE GROUNDS OF THE NEW JERSEY ARMY NATIONAL
 KV6908'GUARD ARMORY FOR THE 50TH SUPPORT BATTALION MAINTENANCE SHOP.  TO
 KV6908'REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 280 AND
 KV6908'PLEASANT VALLEY WAY AT INTERCHANGE 7, GO SOUTHWEST ON PLEASANT VALLEY
 KV6908'WAY FOR 0.40 MI (0.64 KM) TO THE CROSSROADS INTERSECTION WITH MOUNT
 KV6908'PLEASANT AVENUE, STATE HIGHWAY 10.  CONTINUE SOUTHWEST ON PLEASANT
 KV6908'VALLEY WAY FOR 0.85 MI (1.37 KM) TO THE PAVED ENTRANCE DRIVE LEADING
 KV6908'TO THE NEW JERSEY ARMY NATIONAL GUARD ARMORY AND THE NEW JERSEY
 KV6908'DEPARTMENT OF TRANSPORTATION WEST ORANGE MAINTENANCE YARD ON THE
 KV6908'RIGHT.  TURN RIGHT AND GO ABOUT 25 M (82.02 FT) TO THE STATION ON THE
 KV6908'LEFT, SET FLUSH WITH THE LAWN AND IN RANGE WITH THE CENTERLINE OF THE
 KV6908'PAVED ROAD LEADING NORTHEAST TO THE NEW JERSEY DEPARTMENT OF
 KV6908'TRANSPORTATION WEST ORANGE MAINTENANCE YARD.  THE STATION IS 7.3 M
 KV6908'(23.95 FT) SOUTHWEST FROM THE CENTERLINE OF THE PAVED DRIVE LEADING
 KV6908'TO THE ARMORY BUILDING, 18.3 M (60.04 FT) NORTHWEST FROM A POLE WITH
 KV6908'LIGHT ATTACHED ON THE NORTHWEST SIDE OF PLEASANT VALLEY WAY, WITHIN
 KV6908'THE BOUNDS OF A 5 FT (1.52 M) HIGH CONCRETE POST AND WOOD RAIL FENCE
 KV6908'SURRROUNDING THE ARMORY, 23.7 M (77.76 FT) NORTHWEST FROM A GUY POLE
 KV6908'AT THE ENTRANCE DRIVE TO THE ARMORY, 1.8 M (5.91 FT) SOUTHWEST FROM
 KV6908'AND NORMAL TO A 5 FT (1.52 M) HIGH CONCRETE POST AND WOOD RAIL FENCE
 KV6908'AND 34.5 M (113.19 FT) SOUTHEAST FROM GUY POLE NUMBER 65161 WO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6909 ***********************************************************************
 KV6909  DESIGNATION -  7 K 1
 KV6909  PID         -  KV6909
 KV6909  STATE/COUNTY-  NJ/ESSEX
 KV6909  USGS QUAD   -  CALDWELL (1995)
 KV6909
 KV6909                         *CURRENT SURVEY CONTROL
 KV6909  ___________________________________________________________________
 KV6909* NAD 83(1996)-  40 48 44.42143(N)    074 18 37.56167(W)     ADJUSTED  
 KV6909* NAVD 88     -        90.2    (meters)     296.     (feet)  GPS OBS   
 KV6909  ___________________________________________________________________
 KV6909  X           -   1,307,311.118 (meters)                     COMP
 KV6909  Y           -  -4,654,160.716 (meters)                     COMP
 KV6909  Z           -   4,146,710.237 (meters)                     COMP
 KV6909  LAPLACE CORR-           4.90  (seconds)                    DEFLEC99
 KV6909  ELLIP HEIGHT-          57.58  (meters)          (10/23/02) GPS OBS
 KV6909  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KV6909
 KV6909  HORZ ORDER  -  FIRST
 KV6909  ELLP ORDER  -  FOURTH    CLASS I
 KV6909
 KV6909.The horizontal coordinates were established by GPS observations
 KV6909.and adjusted by the National Geodetic Survey in May 1999..
 KV6909
 KV6909.The orthometric height was determined by GPS observations and a
 KV6909.high-resolution geoid model.
 KV6909
 KV6909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6909
 KV6909.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6909
 KV6909.The ellipsoidal height was determined by GPS observations
 KV6909.and is referenced to NAD 83.
 KV6909
 KV6909.The geoid height was determined by GEOID03.
 KV6909
 KV6909;                    North         East     Units Scale Factor Converg.
 KV6909;SPC NJ       -   219,726.825   165,992.743   MT  0.99990315   +0 07 26.0
 KV6909;SPC NJ       -   720,887.09    544,594.52   sFT  0.99990315   +0 07 26.0
 KV6909;UTM  18      - 4,518,154.024   558,157.954   MT  0.99964163   +0 27 02.5
 KV6909
 KV6909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6909!SPC NJ       -   0.99999097  x   0.99990315  =   0.99989412
 KV6909!UTM  18      -   0.99999097  x   0.99964163  =   0.99963260
 KV6909
 KV6909                          SUPERSEDED SURVEY CONTROL
 KV6909
 KV6909  ELLIP H (05/14/99)   57.60   (m)                       GP(       ) 4 1
 KV6909  NAD 83(1996)-  40 48 44.42109(N)    074 18 37.56200(W) AD(       ) 1
 KV6909  NAD 83(1986)-  40 48 44.41968(N)    074 18 37.56304(W) AD(       ) 1
 KV6909
 KV6909.Superseded values are not recommended for survey control.
 KV6909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6909.See file dsdata.txt to determine how the superseded data were derived.
 KV6909
 KV6909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5815818154(NAD 83)
 KV6909_MARKER: DD = SURVEY DISK
 KV6909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6909_SP_SET: CONCRETE POST
 KV6909_STAMPING: 7 K 1 1992
 KV6909_MARK LOGO: NJGS  
 KV6909_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6909+STABILITY: SURFACE MOTION
 KV6909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6909+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2001
 KV6909
 KV6909  HISTORY     - Date     Condition        Report By
 KV6909  HISTORY     - 1992     MONUMENTED       NJGS
 KV6909  HISTORY     - 20010328 GOOD             TWT
 KV6909
 KV6909                          STATION DESCRIPTION
 KV6909
 KV6909'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6909'THE STATION IS LOCATED IN THE BOROUGH OF ROSELAND ON THE NORTH SIDE OF
 KV6909'LIVINGSTON AVENUE, COUNTY ROAD 527, JUST WEST OF THE INTERSECTION
 KV6909'WITH INTERSTATE HIGHWAY 280 AT INTERCHANGE 5A.  TO REACH THE STATION
 KV6909'FROM THE INTERSECTION OF THE EXIT RAMP FROM THE WESTBOUND LANES OF
 KV6909'INTERSTATE HIGHWAY 280 AND LIVINGSTON AVENUE AT INTERCHANGE 5A, GO
 KV6909'WEST ON LINVINGSTON AVENUE FOR 0.3 MI (0.48 KM) TO THE STATION ON THE
 KV6909'RIGHT, SET FLUSH WITH THE GROUND, SOUTHWEST OF THE ENTRANCE RAMP
 KV6909'LEADING TO THE EASTBOUND LANES OF INTERSTATE HIGHWAY 280.  THE
 KV6909'STATION IS 6.2 M (20.34 FT) NORTHWEST FROM THE NORTHWEST CURB OF
 KV6909'LIVINGSTON AVENUE, 8.4 M (27.56 FT) SOUTH SOUTHWEST FROM AND RADIAL
 KV6909'TO THE SOUTH CURB OF THE ENTRANCE RAMP LEADING TO THE EASTBOUND LANES
 KV6909'OF INTERSTATE HIGHWAY 280, 16.4 M (53.81 FT) NORTH NORTHWEST FROM AN
 KV6909'INLET ON THE SOUTHEAST SIDE OF LIVINGSTON AVENUE, 16.0 M (52.49 FT)
 KV6909'SOUTH SOUTHEAST FROM AN INLET ON THE NORTH SIDE OF THE ENTRANCE RAMP
 KV6909'LEADING TO THE EASTBOUND LANES OF INTERSTATE HIGHWAY 280, 21.9 M
 KV6909'(71.85 FT) SOUTHWEST FROM A METAL LIGHT POLE NUMBER Z041053, 22.7 M
 KV6909'(74.47 FT) SOUTHWEST FROM THE NORTHEAST NOSE OF CURB SEPARATING
 KV6909'LIVINGSTON AVENUE FROM THE ENTRANCE RAMP AND 15.5 M (50.85 FT)
 KV6909'SOUTHWEST FROM A SQUARE CONCRETE UTILITY MANHOLE.
 KV6909
 KV6909                          STATION RECOVERY (2001)
 KV6909
 KV6909'RECOVERY NOTE BY TWT CONS ENG 2001 (JTS)
 KV6909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6910 ***********************************************************************
 KV6910  DESIGNATION -  7 L 1
 KV6910  PID         -  KV6910
 KV6910  STATE/COUNTY-  NJ/ESSEX
 KV6910  USGS QUAD   -  CALDWELL (1995)
 KV6910
 KV6910                         *CURRENT SURVEY CONTROL
 KV6910  ___________________________________________________________________
 KV6910* NAD 83(1996)-  40 50 08.74570(N)    074 15 30.73306(W)     ADJUSTED  
 KV6910* NAVD 88     -       146.6    (meters)     481.     (feet)  GPS OBS   
 KV6910  ___________________________________________________________________
 KV6910  X           -   1,311,076.454 (meters)                     COMP
 KV6910  Y           -  -4,651,379.154 (meters)                     COMP
 KV6910  Z           -   4,148,715.620 (meters)                     COMP
 KV6910  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 KV6910  ELLIP HEIGHT-         114.16  (meters)          (10/23/02) GPS OBS
 KV6910  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KV6910
 KV6910  HORZ ORDER  -  FIRST
 KV6910  ELLP ORDER  -  FOURTH    CLASS I
 KV6910
 KV6910.The horizontal coordinates were established by GPS observations
 KV6910.and adjusted by the National Geodetic Survey in May 1999..
 KV6910
 KV6910.The orthometric height was determined by GPS observations and a
 KV6910.high-resolution geoid model.
 KV6910
 KV6910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6910
 KV6910.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6910
 KV6910.The ellipsoidal height was determined by GPS observations
 KV6910.and is referenced to NAD 83.
 KV6910
 KV6910.The geoid height was determined by GEOID03.
 KV6910
 KV6910;                    North         East     Units Scale Factor Converg.
 KV6910;SPC NJ       -   222,338.513   170,363.854   MT  0.99990510   +0 09 28.4
 KV6910;SPC NJ       -   729,455.60    558,935.41   sFT  0.99990510   +0 09 28.4
 KV6910;UTM  18      - 4,520,789.924   562,512.965   MT  0.99964810   +0 29 05.5
 KV6910
 KV6910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6910!SPC NJ       -   0.99998209  x   0.99990510  =   0.99988719
 KV6910!UTM  18      -   0.99998209  x   0.99964810  =   0.99963020
 KV6910
 KV6910                          SUPERSEDED SURVEY CONTROL
 KV6910
 KV6910  ELLIP H (05/14/99)  114.18   (m)                       GP(       ) 4 1
 KV6910  NAD 83(1996)-  40 50 08.74539(N)    074 15 30.73335(W) AD(       ) 1
 KV6910  NAD 83(1986)-  40 50 08.74382(N)    074 15 30.73468(W) AD(       ) 1
 KV6910
 KV6910.Superseded values are not recommended for survey control.
 KV6910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6910.See file dsdata.txt to determine how the superseded data were derived.
 KV6910
 KV6910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6251320790(NAD 83)
 KV6910_MARKER: DD = SURVEY DISK
 KV6910_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV6910_SP_SET: CONCRETE MANHOLE FOOTING
 KV6910_STAMPING: 7 L 1 1992
 KV6910_MARK LOGO: NJGS  
 KV6910_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6910+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 KV6910
 KV6910  HISTORY     - Date     Condition        Report By
 KV6910  HISTORY     - 1992     MONUMENTED       NJGS
 KV6910  HISTORY     - 20060328 GOOD             KSENG
 KV6910
 KV6910                          STATION DESCRIPTION
 KV6910
 KV6910'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6910'THE STATION IS LOCATED IN THE BOROUGH OF VERONA ON THE GROUNDS OF THE
 KV6910'ESSEX COUNTY DEPARTMENT OF PUBLIC WORKS, VERONA YARD, 900 BLOOMFIELD
 KV6910'AVENUE, COUNTY ROAD 506, VERONA, NEW JERSEY 07044.  PERMISSION TO
 KV6910'OCCUPY THE STATION MUST BE OBTAINED FROM EITHER MR. JOHN A. VITALE,
 KV6910'COUNTY ENGINEER, MR. GERALD G CAPASSO, PRINCIPAL ENGINEER, OR MR.
 KV6910'THOMAS R. RIES, ASSISTANT ENGINEER, PHONE 201 226 8506.  TO REACH THE
 KV6910'STATION FROM THE GARDEN STATE PARKWAY BRIDGE OVER BLOOMFIELD AVENUE
 KV6910'AT INTERCHANGE 148, GO NORTH NORTHWEST ON BLOOMFIELD AVENUE, COUNTY
 KV6910'ROAD 506, FOR 4.95 MI (7.97 KM) TO THE DEPARTMENT OF PUBLIC WORKS
 KV6910'BUILDING AND A PAVED ENTRANCE DRIVE LEADING INTO THE PARKING LOT ON
 KV6910'THE RIGHT.  TURN RIGHT, PASS THROUGH A GATE AND GO NORTHWEST UPHILL
 KV6910'FOR 0.10 MI (0.16 KM) THROUGH THE PARKING LOT AND BEYOND TO A ROAD
 KV6910'LEADING TO THE ESSEX COUNTY JAIL COMPLEX AND THE STATION ON THE RIGHT
 KV6910', CEMENTED FLUSH IN A DRILL HOLE IN THE TOP OF A 1.6 M (5.25 FT) BY
 KV6910'2.9 M (9.51 FT) RECTANGULAR CONCRETE FOOTING FOR A PUBLIC SERVICE
 KV6910'ELECTRIC AND GAS COMPANY MANHOLE.  THE STATION IS 8.1 M (26.57 FT)
 KV6910'EAST FROM THE SOUTHEAST CORNER OF A SMALL WOOD SHED, 10.9 M
 KV6910'(35.76 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF A SMALL WOOOD SHED,
 KV6910'4.6 M (15.09 FT) EAST FROM THE CENTER OF THE PAVED ROAD LEADING TO
 KV6910'THE ESSEX COUNTY JAIL COMPLEX AND 1.25 M (4.10 FT) SOUTH FROM THE
 KV6910'PUBLIC SERVICE ELECTRIC AND GAS COMPANY MANHOLE.
 KV6910
 KV6910                          STATION RECOVERY (2006)
 KV6910
 KV6910'RECOVERY NOTE BY KS ENGINEERS PC 2006 (HGP)
 KV6910'FOUND IN GOOD CONDITION. CONTACT OF TOM RIES IS STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI7801 ***********************************************************************
 AI7801  DESIGNATION -  7 L 1
 AI7801  PID         -  AI7801
 AI7801  STATE/COUNTY-  NJ/ESSEX
 AI7801  USGS QUAD   -  ELIZABETH (1995)
 AI7801
 AI7801                         *CURRENT SURVEY CONTROL
 AI7801  ___________________________________________________________________
 AI7801* NAD 83(1986)-  40 44 27.     (N)    074 09 58.     (W)     SCALED    
 AI7801* NAVD 88     -         5.545  (meters)      18.19   (feet)  ADJUSTED  
 AI7801  ___________________________________________________________________
 AI7801  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 AI7801  DYNAMIC HT  -           5.543 (meters)      18.19  (feet)  COMP
 AI7801  MODELED GRAV-     980,221.6   (mgal)                       NAVD 88
 AI7801
 AI7801  VERT ORDER  -  FIRST     CLASS II
 AI7801
 AI7801.The horizontal coordinates were scaled from a topographic map and have
 AI7801.an estimated accuracy of +/- 6 seconds.
 AI7801
 AI7801.The orthometric height was determined by differential leveling
 AI7801.and adjusted by the National Geodetic Survey in March 2001..
 AI7801
 AI7801.The geoid height was determined by GEOID03.
 AI7801
 AI7801.The dynamic height is computed by dividing the NAVD 88
 AI7801.geopotential number by the normal gravity value computed on the
 AI7801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7801.degrees latitude (g = 980.6199 gals.).
 AI7801
 AI7801.The modeled gravity was interpolated from observed gravity values.
 AI7801
 AI7801;                    North         East    Units  Estimated Accuracy
 AI7801;SPC NJ       -   211,820.      178,200.      MT  (+/- 180 meters Scaled)
 AI7801
 AI7801                          SUPERSEDED SURVEY CONTROL
 AI7801
 AI7801.No superseded survey control is available for this station.
 AI7801
 AI7801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL704103(NAD 83)
 AI7801_MARKER: DD = SURVEY DISK
 AI7801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7801_STAMPING: 7 L 1 1998
 AI7801_MARK LOGO: NJGS  
 AI7801_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7801+STABILITY: SURFACE MOTION
 AI7801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7801+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1998
 AI7801
 AI7801  HISTORY     - Date     Condition        Report By
 AI7801  HISTORY     - 1998     MONUMENTED       NJGS
 AI7801  HISTORY     - 19980514 GOOD             NJGS
 AI7801
 AI7801                          STATION DESCRIPTION
 AI7801
 AI7801'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI7801'THE STATION IS LOCATED IN THE CITY OF NEWARK ON THE WEST SIDE OF STATE
 AI7801'ROUTE 21, MC CARTER HIGHWAY, NEAR THE REAR OF THE NEW JERSEY
 AI7801'PERFORMING ARTS CENTER.  TO REACH THE STATION FROM THE CITY HALL
 AI7801'BUILDING LOCATED AT THE INTERSECTION OF BROAD STREET AND FRANKLIN
 AI7801'STREET, GO NORTH ON BROAD STREET FOR 0.8 MI (1.3 KM) TO THE
 AI7801'INTERSECTION WITH FULTON STREET.  TURN RIGHT AND GO 0.1 MI (0.2 KM) TO
 AI7801'THE TEE INTERSECTION WITH STATE ROUTE 21, MC CARTER HIGHWAY.  TURN
 AI7801'RIGHT AND GO SOUTH ON STATE ROUTE 21 FOR ABOUT 0.1 MI (0.2 KM) TO THE
 AI7801'STATION ON THE RIGHT, SET FLUSH IN THE TOP OF A CONCRETE MONUMENT SET
 AI7801'FLUSH WITH THE SIDEWALK.  THE STATION IS 1.3 M (4.3 FT) WEST FROM THE
 AI7801'WEST CURBLINE OF STATE ROUTE 21, 10.7 M (35.1 FT) NORTH FROM A FIRE
 AI7801'HYDRANT, 1.3 M (4.3 FT) EAST FROM THE EAST EDGE OF THE LAWN OF
 AI7801'FOUNDERS PARK, 29.2 M (95.8 FT) SOUTH FROM A 5 FT (1.5 M) HIGH
 AI7801'ALUMINUM ELECTRICAL BOX ON THE WEST SIDE OF STATE ROUTE 21 AND 16.3 M
 AI7801'(53.5 FT) NORTHEAST FROM A LARGE GRANITE MEMORIAL MARKER IN FOUNDERS
 AI7801'PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6911 ***********************************************************************
 KV6911  DESIGNATION -  7 M 1
 KV6911  PID         -  KV6911
 KV6911  STATE/COUNTY-  NJ/ESSEX
 KV6911  USGS QUAD   -  POMPTON PLAINS (1995)
 KV6911
 KV6911                         *CURRENT SURVEY CONTROL
 KV6911  ___________________________________________________________________
 KV6911* NAD 83(1996)-  40 52 43.86642(N)    074 16 19.73368(W)     ADJUSTED  
 KV6911* NAVD 88     -        52.9    (meters)     174.     (feet)  GPS OBS   
 KV6911  ___________________________________________________________________
 KV6911  X           -   1,309,103.668 (meters)                     COMP
 KV6911  Y           -  -4,648,609.084 (meters)                     COMP
 KV6911  Z           -   4,152,273.478 (meters)                     COMP
 KV6911  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 KV6911  ELLIP HEIGHT-          20.39  (meters)          (10/23/02) GPS OBS
 KV6911  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV6911
 KV6911  HORZ ORDER  -  FIRST
 KV6911  ELLP ORDER  -  FOURTH    CLASS I
 KV6911
 KV6911.The horizontal coordinates were established by GPS observations
 KV6911.and adjusted by the National Geodetic Survey in May 1999..
 KV6911
 KV6911.The orthometric height was determined by GPS observations and a
 KV6911.high-resolution geoid model.
 KV6911
 KV6911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6911
 KV6911.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6911
 KV6911.The ellipsoidal height was determined by GPS observations
 KV6911.and is referenced to NAD 83.
 KV6911
 KV6911.The geoid height was determined by GEOID03.
 KV6911
 KV6911;                    North         East     Units Scale Factor Converg.
 KV6911;SPC NJ       -   227,120.059   169,203.495   MT  0.99990454   +0 08 56.8
 KV6911;SPC NJ       -   745,143.06    555,128.47   sFT  0.99990454   +0 08 56.8
 KV6911;UTM  18      - 4,525,563.537   561,325.633   MT  0.99964629   +0 28 34.9
 KV6911
 KV6911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6911!SPC NJ       -   0.99999680  x   0.99990454  =   0.99990134
 KV6911!UTM  18      -   0.99999680  x   0.99964629  =   0.99964309
 KV6911
 KV6911                          SUPERSEDED SURVEY CONTROL
 KV6911
 KV6911  ELLIP H (05/14/99)   20.41   (m)                       GP(       ) 4 1
 KV6911  NAD 83(1996)-  40 52 43.86610(N)    074 16 19.73398(W) AD(       ) 1
 KV6911  NAD 83(1986)-  40 52 43.86459(N)    074 16 19.73520(W) AD(       ) 1
 KV6911
 KV6911.Superseded values are not recommended for survey control.
 KV6911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6911.See file dsdata.txt to determine how the superseded data were derived.
 KV6911
 KV6911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6132625564(NAD 83)
 KV6911_MARKER: DD = SURVEY DISK
 KV6911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6911_SP_SET: CONCRETE POST
 KV6911_STAMPING: 7 M 1 1992
 KV6911_MARK LOGO: NJGS  
 KV6911_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6911+STABILITY: SURFACE MOTION
 KV6911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6911+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2001
 KV6911
 KV6911  HISTORY     - Date     Condition        Report By
 KV6911  HISTORY     - 1992     MONUMENTED       NJGS
 KV6911  HISTORY     - 20010328 GOOD             TWT
 KV6911  HISTORY     - 20011210 GOOD             NGS
 KV6911
 KV6911                          STATION DESCRIPTION
 KV6911
 KV6911'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6911'THE STATION IS LOCATED IN FAIRFIELD TOWNSHIP ON THE WEST SIDE OF
 KV6911'PASSAIC AVENUE AT GATE NUMBER ONE LEADING TO THE ESSEX COUNTY AIRPORT
 KV6911', JUST SOUTHWEST FROM THE INTERSECTION OF NEW DUTCH LANE AND PASSAIC
 KV6911'AVENUE AND ALSO SOUTH SOUTHWEST FROM THE BOROUGH OF WEST CALDWELL
 KV6911'WATER SUPPLY GATE HOUSE, A ONE STORY SQUARE BRICK STRUCTURE.  TO
 KV6911'REACH THE STATION FROM THE JUNCTION OF THE EXIT RAMP LEADING FROM THE
 KV6911'EASTBOUND LANES OF U.S. HIGHWAY 46 AND HOLLYWOOD AVENUE, JUST
 KV6911'SOUTHEAST OF STRUCTURE NUMBER 0722152, HOLLYWOOD AVENUE OVER U.S.
 KV6911'HIGHWAY 46, GO SOUTHEAST ON HOLLYWOOD AVENUE FOR 0.15 MI (0.24 KM) TO
 KV6911'THE TEE INTERSECTION WITH FAIRFIELD ROAD AHEAD.  TURN LEFT AND GO
 KV6911'NORTHEAST ON FAIRFIELD ROAD FOR 0.35 MI (0.56 KM) TO THE TEE
 KV6911'INTERSECTION WITH NEW DUTCH LANE ON THE RIGHT.  TURN RIGHT AND GO
 KV6911'SOUTHEAST ON NEW DUTCH LANE FOR 0.70 MI (1.13 KM) TO THE INTERSECTION
 KV6911'WITH PASSAIC AVENUE AND THE STATION ON THE RIGHT, SET FLUSH WITH THE
 KV6911'GROUND, BEYOND THE WEST CALDWELL WATER SUPPLY GATE HOUSE.  THE
 KV6911'STATION IS 11.2 M (36.75 FT) NORTH NORTHEAST FROM THE SOUTH CORNER OF
 KV6911'A 6 FT (1.83 M) HIGH CHAIN LINK FENCE SURROUNDING THE ESSEX COUNTY
 KV6911'AIRPORT, 4.4 M (14.44 FT) NORTHEAST AND NORMAL TO THE SAME 6 FT
 KV6911'(1.83 M) HIGH CHAIN LINK FENCE, 16.1 M (52.82 FT) SOUTHEAST FROM THE
 KV6911'CENTER OF GATES AT GATE NUMBER ONE TO A ROAD LEADING NORTHWEST ON THE
 KV6911'AIRPORT PROPERTY, 18.8 M (61.68 FT) SOUTH SOUTHEAST FROM THE
 KV6911'SOUTHEAST CORNER OF THE GATE HOUSE, 17.7 M (58.07 FT) SOUTH SOUTHWEST
 KV6911'FROM THE SOUTHWEST CORNER OF THE GATE HOUSE, 11.0 M (36.09 FT) SOUTH
 KV6911'FROM THE CENTER OF THE ROAD LEADING TO GATE NUMBER ONE, 10.6 M
 KV6911'(34.78 FT) WEST NORTHWEST AND NORMAL TO THE WEST CURB OF PASSAIC
 KV6911'AVENUE AND 15.2 M (49.87 FT) SOUTH FROM A MANHOLE.
 KV6911
 KV6911                          STATION RECOVERY (2001)
 KV6911
 KV6911'RECOVERY NOTE BY TWT CONS ENG 2001 (JTS)
 KV6911'RECOVERED IN GOOD CONDITION.
 KV6911
 KV6911                          STATION RECOVERY (2001)
 KV6911
 KV6911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6911'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6912 ***********************************************************************
 KV6912  DESIGNATION -  7 N 1
 KV6912  PID         -  KV6912
 KV6912  STATE/COUNTY-  NJ/ESSEX
 KV6912  USGS QUAD   -  POMPTON PLAINS (1995)
 KV6912
 KV6912                         *CURRENT SURVEY CONTROL
 KV6912  ___________________________________________________________________
 KV6912* NAD 83(1996)-  40 53 23.90426(N)    074 18 14.00792(W)     ADJUSTED  
 KV6912* NAVD 88     -        51.5    (meters)     169.     (feet)  GPS OBS   
 KV6912  ___________________________________________________________________
 KV6912  X           -   1,306,309.077 (meters)                     COMP
 KV6912  Y           -  -4,648,554.383 (meters)                     COMP
 KV6912  Z           -   4,153,206.340 (meters)                     COMP
 KV6912  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 KV6912  ELLIP HEIGHT-          19.02  (meters)          (10/23/02) GPS OBS
 KV6912  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV6912
 KV6912  HORZ ORDER  -  FIRST
 KV6912  ELLP ORDER  -  FOURTH    CLASS I
 KV6912
 KV6912.The horizontal coordinates were established by GPS observations
 KV6912.and adjusted by the National Geodetic Survey in May 1999..
 KV6912
 KV6912.The orthometric height was determined by GPS observations and a
 KV6912.high-resolution geoid model.
 KV6912
 KV6912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6912
 KV6912.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6912
 KV6912.The ellipsoidal height was determined by GPS observations
 KV6912.and is referenced to NAD 83.
 KV6912
 KV6912.The geoid height was determined by GEOID03.
 KV6912
 KV6912;                    North         East     Units Scale Factor Converg.
 KV6912;SPC NJ       -   228,348.533   166,525.419   MT  0.99990336   +0 07 42.1
 KV6912;SPC NJ       -   749,173.48    546,342.15   sFT  0.99990336   +0 07 42.1
 KV6912;UTM  18      - 4,526,776.379   558,641.280   MT  0.99964232   +0 27 20.5
 KV6912
 KV6912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6912!SPC NJ       -   0.99999702  x   0.99990336  =   0.99990038
 KV6912!UTM  18      -   0.99999702  x   0.99964232  =   0.99963934
 KV6912
 KV6912                          SUPERSEDED SURVEY CONTROL
 KV6912
 KV6912  ELLIP H (05/14/99)   19.04   (m)                       GP(       ) 4 1
 KV6912  NAD 83(1996)-  40 53 23.90392(N)    074 18 14.00823(W) AD(       ) 1
 KV6912  NAD 83(1986)-  40 53 23.90256(N)    074 18 14.00936(W) AD(       ) 1
 KV6912
 KV6912.Superseded values are not recommended for survey control.
 KV6912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6912.See file dsdata.txt to determine how the superseded data were derived.
 KV6912
 KV6912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5864126776(NAD 83)
 KV6912_MARKER: DD = SURVEY DISK
 KV6912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6912_SP_SET: CONCRETE POST
 KV6912_STAMPING: 7 N 1 1992
 KV6912_MARK LOGO: NJGS  
 KV6912_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6912+STABILITY: SURFACE MOTION
 KV6912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6912+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2004
 KV6912
 KV6912  HISTORY     - Date     Condition        Report By
 KV6912  HISTORY     - 1992     MONUMENTED       NJGS
 KV6912  HISTORY     - 20040421 GOOD             INDIV
 KV6912
 KV6912                          STATION DESCRIPTION
 KV6912
 KV6912'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6912'THE STATION IS LOCATED IN FAIRFIELD TOWNSHIP ON THE GROUNDS OF THE
 KV6912'FAIRFIELD POOL.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 KV6912'HIGHWAY 46 AND HOOK MOUNTAIN ROAD IN MONTVILLE TOWNSHIP, GO NORTH ON
 KV6912'HOOK MOUNTAIN ROAD FOR 1.7 MI (2.74 KM) TO THE TEE INTERSECTION WITH
 KV6912'HORSENECK ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.8 MI (1.29 KM) TO
 KV6912'THE INTERSECTION WITH BIG PIECE ROAD ON THE LEFT.  TURN LEFT AND GO
 KV6912'1.5 MI (2.41 KM) TO THE FAIRFIELD POOL AND THE STATION ON THE RIGHT,
 KV6912'SET FLUSH WITH THE GROUND AT THE NORTHWEST CORNER OF THE PARKING LOT.
 KV6912'THE STATION IS 38.0 M (124.67 FT) SOUTH FROM THE CENTERLINE OF BIG
 KV6912'PIECE ROAD, 2.4 M (7.87 FT) WEST FROM THE WEST CURBLINE OF THE
 KV6912'PARKING LOT, 2.4 M (7.87 FT) EAST FROM A 5 FT (1.52 M) HIGH CHAIN
 KV6912'LINK FENCE, 13.0 M (42.65 FT) NORTH FROM THE CORNER OF THE POOL HOUSE
 KV6912'AND 16.1 M (52.82 FT) SOUTH SOUTHWEST FROM THE NORTHWEST CORNER OF
 KV6912'THE PARKING LOT.
 KV6912
 KV6912                          STATION RECOVERY (2004)
 KV6912
 KV6912'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (EJF)
 KV6912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4338 ***********************************************************************
 AI4338  DESIGNATION -  7051
 AI4338  PID         -  AI4338
 AI4338  STATE/COUNTY-  NJ/GLOUCESTER
 AI4338  USGS QUAD   -  PITMAN WEST (1995)
 AI4338
 AI4338                         *CURRENT SURVEY CONTROL
 AI4338  ___________________________________________________________________
 AI4338* NAD 83(1996)-  39 39 10.26150(N)    075 08 59.64517(W)     ADJUSTED  
 AI4338* NAVD 88     -        42.9    (meters)     141.     (feet)  GPS OBS   
 AI4338  ___________________________________________________________________
 AI4338  X           -   1,260,285.867 (meters)                     COMP
 AI4338  Y           -  -4,753,158.406 (meters)                     COMP
 AI4338  Z           -   4,048,390.027 (meters)                     COMP
 AI4338  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AI4338  ELLIP HEIGHT-           9.57  (meters)          (09/25/02) GPS OBS
 AI4338  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 AI4338
 AI4338  HORZ ORDER  -  FIRST
 AI4338  ELLP ORDER  -  FOURTH    CLASS I
 AI4338
 AI4338.The horizontal coordinates were established by GPS observations
 AI4338.and adjusted by the National Geodetic Survey in March 2000..
 AI4338
 AI4338.The orthometric height was determined by GPS observations and a
 AI4338.high-resolution geoid model.
 AI4338
 AI4338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4338
 AI4338.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4338
 AI4338.The ellipsoidal height was determined by GPS observations
 AI4338.and is referenced to NAD 83.
 AI4338
 AI4338.The geoid height was determined by GEOID03.
 AI4338
 AI4338;                    North         East     Units Scale Factor Converg.
 AI4338;SPC NJ       -    91,175.646    94,227.748   MT  0.99993828   -0 24 53.0
 AI4338;SPC NJ       -   299,132.10    309,145.54   sFT  0.99993828   -0 24 53.0
 AI4338;UTM  18      - 4,389,238.902   487,139.895   MT  0.99960204   -0 05 44.4
 AI4338
 AI4338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4338!SPC NJ       -   0.99999850  x   0.99993828  =   0.99993678
 AI4338!UTM  18      -   0.99999850  x   0.99960204  =   0.99960054
 AI4338
 AI4338                          SUPERSEDED SURVEY CONTROL
 AI4338
 AI4338  ELLIP H (03/31/00)    9.56   (m)                       GP(       ) 3 1
 AI4338
 AI4338.Superseded values are not recommended for survey control.
 AI4338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4338.See file dsdata.txt to determine how the superseded data were derived.
 AI4338
 AI4338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8714089239(NAD 83)
 AI4338_MARKER: DD = SURVEY DISK
 AI4338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4338_STAMPING: 7051
 AI4338_MARK LOGO: NJGS  
 AI4338_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4338+STABILITY: SURFACE MOTION
 AI4338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4338+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1999
 AI4338
 AI4338  HISTORY     - Date     Condition        Report By
 AI4338  HISTORY     - 1939     MONUMENTED       NJGS
 AI4338  HISTORY     - 19990701 GOOD             NJGS
 AI4338  HISTORY     - 20040122 GOOD             GEOCAC
 AI4338
 AI4338                          STATION DESCRIPTION
 AI4338
 AI4338'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (JVS)
 AI4338'THE STATION IN LOCATED IN ELK TOWNSHIP ON THE SOUTHWEST SIDE OF
 AI4338'SWEDESBORO FRANKLINVILLE ROAD, COUNTY ROAD 538.  TO REACH THE STATION
 AI4338'FROM THE INTERSECTION OF STATE ROUTE 77 AND COUNTY ROAD 538, GO
 AI4338'SOUTHEAST ON COUNTY ROAD 538 FOR 3.65 MI (5.87 KM) TO THE STATION ON
 AI4338'THE RIGHT, SET FLUSH WITH THE GROUND.  THE STATION IS 33.8 M (110.9
 AI4338'FT) NORTHWEST FROM WOOD UTILITY POLE NUMBER 10547, 28.2 M (92.5 FT)
 AI4338'SOUTHEAST FROM WOOD UTILITY POLE NUBMER 10547, 5.0 M (16.4 FT) SOUTH
 AI4338'SOUTHWEST FROM THE CENTERLINE OF COUNTY ROAD 538 AND 10.1 M (33.1 FT)
 AI4338'SOUTH SOTTHWEST FROM WOOD UTILITY POLE NUMBER BT 518.
 AI4338
 AI4338                          STATION RECOVERY (2004)
 AI4338
 AI4338'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 AI4338'FOUND AS DESCRIBED, APPROXIMATELY 18 FEET SOUTHEAST OF THE MAILBOX FOR
 AI4338'HOUSE 889. DISTANCE GIVEN AS 33.8 METERS FROM POLE 10547 SHOULD READ
 AI4338'POLE 10546 (CORRECTING TYPO).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0250 ***********************************************************************
 JU0250  DESIGNATION -  72
 JU0250  PID         -  JU0250
 JU0250  STATE/COUNTY-  NJ/OCEAN
 JU0250  USGS QUAD   -  WHITING (1971)
 JU0250
 JU0250                         *CURRENT SURVEY CONTROL
 JU0250  ___________________________________________________________________
 JU0250* NAD 83(1986)-  39 56 56.     (N)    074 22 52.     (W)     SCALED    
 JU0250* NAVD 88     -        50.115  (meters)     164.42   (feet)  ADJUSTED  
 JU0250  ___________________________________________________________________
 JU0250  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 JU0250  DYNAMIC HT  -          50.092 (meters)     164.34  (feet)  COMP
 JU0250  MODELED GRAV-     980,164.5   (mgal)                       NAVD 88
 JU0250
 JU0250  VERT ORDER  -  SECOND    CLASS 0
 JU0250
 JU0250.The horizontal coordinates were scaled from a topographic map and have
 JU0250.an estimated accuracy of +/- 6 seconds.
 JU0250
 JU0250.The orthometric height was determined by differential leveling
 JU0250.and adjusted by the National Geodetic Survey in June 1991..
 JU0250
 JU0250.The geoid height was determined by GEOID03.
 JU0250
 JU0250.The dynamic height is computed by dividing the NAVD 88
 JU0250.geopotential number by the normal gravity value computed on the
 JU0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0250.degrees latitude (g = 980.6199 gals.).
 JU0250
 JU0250.The modeled gravity was interpolated from observed gravity values.
 JU0250
 JU0250;                    North         East    Units  Estimated Accuracy
 JU0250;SPC NJ       -   123,850.      160,160.      MT  (+/- 180 meters Scaled)
 JU0250
 JU0250                          SUPERSEDED SURVEY CONTROL
 JU0250
 JU0250  NGVD 29 (??/??/??)   50.502  (m)          165.69   (f) ADJUSTED    2 0
 JU0250
 JU0250.Superseded values are not recommended for survey control.
 JU0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0250.See file dsdata.txt to determine how the superseded data were derived.
 JU0250
 JU0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK528222(NAD 83)
 JU0250_MARKER: Z = SEE DESCRIPTION
 JU0250_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0250_SP_SET: MARKER BASE
 JU0250_MARK LOGO: NONE  
 JU0250_MAGNETIC: I = MARKER IS A STEEL ROD
 JU0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0250+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1995
 JU0250
 JU0250  HISTORY     - Date     Condition        Report By
 JU0250  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0250  HISTORY     - 1936     GOOD             CGS
 JU0250  HISTORY     - 1947     GOOD             CGS
 JU0250  HISTORY     - 1985     GOOD             LOCSUR
 JU0250  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0250  HISTORY     - 19951130 GOOD             NJGS
 JU0250
 JU0250                          STATION DESCRIPTION
 JU0250
 JU0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 JU0250'AT WHITINGS.
 JU0250'AT WHITINGS, OCEAN COUNTY, ON THE CENTRAL RAILROAD OF NEW JERSEY,
 JU0250'ABOUT 0.2 MILE SOUTHWEST OF THE CROSSING OF THE PENNSYLVANIA
 JU0250'RAILROAD, AT MILEPOST 72, IN THE TOP OF THE EAST CORNER OF THE
 JU0250'IRON BASE, AND 8 FEET NORTHWEST OF THE NORTHWEST RAIL.  A RAISED
 JU0250'LUG.
 JU0250
 JU0250                          STATION RECOVERY (1947)
 JU0250
 JU0250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JU0250'RECOVERED IN GOOD CONDITION.
 JU0250
 JU0250                          STATION RECOVERY (1985)
 JU0250
 JU0250'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 JU0250'RECOVERED IN GOOD CONDITION.
 JU0250
 JU0250                          STATION RECOVERY (1985)
 JU0250
 JU0250'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0250'MARK NOT FOUND.
 JU0250
 JU0250                          STATION RECOVERY (1995)
 JU0250
 JU0250'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0250'THE STATION IS LOCATED IN MANCHESTER TOWNSHIP ON THE NORTHWEST SIDE OF
 JU0250'THE FORMER CENTRAL NEW JERSEY RAILROAD RIGHT OF WAY, NOW ABANDONED,
 JU0250'ABOUT 0.3 MI (0.5 KM) SOUTH SOUTHWEST FROM THE CENTER OF WHITING.  TO
 JU0250'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 AND COUNTY
 JU0250'ROAD 539, GO SOUTHEAST ON COUNTY ROAD 539 FOR ABOUT 0.15 MI (0.24 KM)
 JU0250'TO THE WYE JUNCTION WITH COUNTY ROAD 530.  BEAR TO THE LEFT AND GO
 JU0250'SOUTHEAST ON COUNTY ROAD 530 FOR 0.7 MI (1.1 KM) TO THE GRADE CROSSING
 JU0250'OF THE ABANDONED CENTRAL NEW JERSEY RAILROAD IN WHITING. CONTINUE
 JU0250'SOUTHEAST FOR ABOUT 15 M (49.2 FT) TO THE TEE JUNCTION WITH STATION
 JU0250'ROAD, A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH SOUTHEAST ON
 JU0250'STATION ROAD FOR 0.15 MI (0.24 KM) TO A FORK WITH A SAND ROAD ON THE
 JU0250'RIGHT.  BEAR TO THE RIGHT ON THE SAND ROAD AND GO 0.10 MI (0.16 KM)
 JU0250'SOUTH SOUTHEAST, PARALLELING THE TRACK TO THE END OF TRUCK TRAVEL.
 JU0250'PARK TRUCK AND PACK SOUTHEAST ALONG THE TRACK FOR ABOUT 0.15 MI (0.24
 JU0250'KM) TO THE STATION ON THE RIGHT, SET IN THE SOUTHEAST CORNER OF AN
 JU0250'IRON BASE WITH POST FOR MILE MARKER 72, A RAISED LUG.  THE POST IS 0.8
 JU0250'FT (24.4 CM) SQUARE AT THE BASE AND IS 4.5 FT (1.4 M) HIGH. THE MILE
 JU0250'MARKER CAP IS MISSING.  THE STATION IS ABOUT 8.0 FT (2.4 M) NORTHWEST
 JU0250'OF THE NORTHWEST RAIL OF THE ABANDONED RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI7795 ***********************************************************************
 AI7795  DESIGNATION -  7282 A
 AI7795  PID         -  AI7795
 AI7795  STATE/COUNTY-  NJ/ESSEX
 AI7795  USGS QUAD   -  ELIZABETH (1995)
 AI7795
 AI7795                         *CURRENT SURVEY CONTROL
 AI7795  ___________________________________________________________________
 AI7795* NAD 83(1986)-  40 43 58.     (N)    074 09 36.     (W)     SCALED    
 AI7795* NAVD 88     -         5.058  (meters)      16.59   (feet)  ADJUSTED  
 AI7795  ___________________________________________________________________
 AI7795  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 AI7795  DYNAMIC HT  -           5.055 (meters)      16.58  (feet)  COMP
 AI7795  MODELED GRAV-     980,223.6   (mgal)                       NAVD 88
 AI7795
 AI7795  VERT ORDER  -  FIRST     CLASS II
 AI7795
 AI7795.The horizontal coordinates were scaled from a topographic map and have
 AI7795.an estimated accuracy of +/- 6 seconds.
 AI7795
 AI7795.The orthometric height was determined by differential leveling
 AI7795.and adjusted by the National Geodetic Survey in March 2001..
 AI7795
 AI7795.The geoid height was determined by GEOID03.
 AI7795
 AI7795.The dynamic height is computed by dividing the NAVD 88
 AI7795.geopotential number by the normal gravity value computed on the
 AI7795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7795.degrees latitude (g = 980.6199 gals.).
 AI7795
 AI7795.The modeled gravity was interpolated from observed gravity values.
 AI7795
 AI7795;                    North         East    Units  Estimated Accuracy
 AI7795;SPC NJ       -   210,930.      178,720.      MT  (+/- 180 meters Scaled)
 AI7795
 AI7795                          SUPERSEDED SURVEY CONTROL
 AI7795
 AI7795.No superseded survey control is available for this station.
 AI7795
 AI7795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL709094(NAD 83)
 AI7795_MARKER: DD = SURVEY DISK
 AI7795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7795_STAMPING: 7282 A
 AI7795_MARK LOGO: NJGS  
 AI7795_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7795+STABILITY: SURFACE MOTION
 AI7795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7795+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 AI7795
 AI7795  HISTORY     - Date     Condition        Report By
 AI7795  HISTORY     - 1938     MONUMENTED       NJGS
 AI7795  HISTORY     - 19960827 GOOD             NJGS
 AI7795  HISTORY     - 20030822 GOOD             USGS
 AI7795
 AI7795                          STATION DESCRIPTION
 AI7795
 AI7795'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 AI7795'THE STATION IS LOCATED IN THE CITY OF NEWARK AT THE SOUTHEAST CORNER
 AI7795'OF THE INTERSECTION OF MARKET STREET AND CONGRESS STREET.  TO REACH
 AI7795'THE STATION FROM THE INTERSECTION OF STATE ROUTE 21, MCCARTER HIGHWAY
 AI7795'AND MARKET STREET, GO EAST ON MARKET STREET FOR 0.4 MI (0.6 KM) TO THE
 AI7795'INTERSECTION WITH CONGRESS STREET AND THE STATION ON THE RIGHT, SET
 AI7795'ABOUT 0.15 M (0.49 FT) BELOW THE GROUND IN A SQUARE CAST IRON VALVE
 AI7795'BOX SET FLUSH WITH THE SIDEWALK.  THE STATION IS 6.6 FT (2.0 M) NORTH
 AI7795'FROM THE CORNER POST OF A 6 FT (1.8 M) CHAIN LINK FENCE, 12.1 FT (3.7
 AI7795'M) SOUTHEAST FROM A STOP SIGN ON THE SOUTHEAST CORNER OF THE
 AI7795'INTERSECTION, 29.0 FT (8.8 M) SOUTHEAST FROM THE CENTERLINE OF
 AI7795'CONGRESS STREET, 16.3 FT (5.0 M) SOUTH FROM AN INLET ON THE SOUTH SIDE
 AI7795'OF MARKET STREET, 19.8 FT (6.0 M) SOUTHWEST FROM AN INLET ON THE EAST
 AI7795'SIDE OF CONGRESS STREET AND 9.0 FT (2.7 M) SOUTHWEST FROM AN ALUMINUM
 AI7795'OVERHEAD LIGHT POLE.
 AI7795
 AI7795                          STATION RECOVERY (2003)
 AI7795
 AI7795'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI7795'RECOVERED WITH THE FOLLOWING CORRECTIONS - VALVE BOX COVER HAS BEEN
 AI7795'LOST AND PAVED OVER, BROKE CONCRETE TO RECOVER MARK (APPEARS INTACT),
 AI7795'ON CORNER IN FRONT OF IBERIA RESTAURANT (CHAIN LINK FENCE MISSING,
 AI7795'STOP SIGN MOVED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0277 ***********************************************************************
 KV0277  DESIGNATION -  7285 NJGS
 KV0277  PID         -  KV0277
 KV0277  STATE/COUNTY-  NJ/HUDSON
 KV0277  USGS QUAD   -  JERSEY CITY (1981)
 KV0277
 KV0277                         *CURRENT SURVEY CONTROL
 KV0277  ___________________________________________________________________
 KV0277* NAD 83(1986)-  40 44 04.     (N)    074 04 53.     (W)     SCALED    
 KV0277* NAVD 88     -         2.302  (meters)       7.55   (feet)  ADJUSTED  
 KV0277  ___________________________________________________________________
 KV0277  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KV0277  DYNAMIC HT  -           2.301 (meters)       7.55  (feet)  COMP
 KV0277  MODELED GRAV-     980,239.3   (mgal)                       NAVD 88
 KV0277
 KV0277  VERT ORDER  -  FIRST     CLASS II
 KV0277
 KV0277.The horizontal coordinates were scaled from a topographic map and have
 KV0277.an estimated accuracy of +/- 6 seconds.
 KV0277
 KV0277.The orthometric height was determined by differential leveling
 KV0277.and adjusted by the National Geodetic Survey in June 1991..
 KV0277
 KV0277.The geoid height was determined by GEOID03.
 KV0277
 KV0277.The dynamic height is computed by dividing the NAVD 88
 KV0277.geopotential number by the normal gravity value computed on the
 KV0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0277.degrees latitude (g = 980.6199 gals.).
 KV0277
 KV0277.The modeled gravity was interpolated from observed gravity values.
 KV0277
 KV0277;                    North         East    Units  Estimated Accuracy
 KV0277;SPC NJ       -   211,140.      185,360.      MT  (+/- 180 meters Scaled)
 KV0277
 KV0277                          SUPERSEDED SURVEY CONTROL
 KV0277
 KV0277  NGVD 29 (??/??/??)    2.648  (m)            8.69   (f) ADJUSTED    1 2
 KV0277
 KV0277.Superseded values are not recommended for survey control.
 KV0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0277.See file dsdata.txt to determine how the superseded data were derived.
 KV0277
 KV0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL775096(NAD 83)
 KV0277_MARKER: DD = SURVEY DISK
 KV0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0277_STAMPING: 7285
 KV0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0277+STABILITY: SURFACE MOTION
 KV0277
 KV0277  HISTORY     - Date     Condition        Report By
 KV0277  HISTORY     - 1952     MONUMENTED       NJGS
 KV0277  HISTORY     - 1952     GOOD             CGS
 KV0277  HISTORY     - 1965     MARK NOT FOUND   CGS
 KV0277
 KV0277                          STATION DESCRIPTION
 KV0277
 KV0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0277'AT JERSEY CITY.
 KV0277'AT JERSEY CITY, ALONG STATES HIGHWAY 25 AND 1, ABOUT 0.3 MILE
 KV0277'SOUTHWEST OF UNDERPASS OF HIGHWAY UNDER PULASKI SKYWAY, ABOUT
 KV0277'0.85 MILE NORTHEAST OF JUNCTION OF STATE HIGHWAYS 1 AND 25, AT
 KV0277'THE JUNCTION OF THE SOUTHWEST OF TWO DRIVES TO TERMINAL DINER, 25
 KV0277'FEET NORTHWEST OF CENTERLINE OF HIGHWAY, 13 FEET EAST OF THE
 KV0277'NORTHEAST END OF NORTHWEST HEAD WALL OF A 6-FOOT CONCRETE BOX
 KV0277'CULVERT, 9 FEET SOUTH OF A FIRE PLUG, 4 1/2 FEET SOUTHEAST OF
 KV0277'A POWER POLE, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A
 KV0277'CONCRETE POST PROJECTING 3 INCHES.
 KV0277
 KV0277                          STATION RECOVERY (1965)
 KV0277
 KV0277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0281 ***********************************************************************
 KV0281  DESIGNATION -  7295 NJGS
 KV0281  PID         -  KV0281
 KV0281  STATE/COUNTY-  NJ/HUDSON
 KV0281  USGS QUAD   -  JERSEY CITY (1981)
 KV0281
 KV0281                         *CURRENT SURVEY CONTROL
 KV0281  ___________________________________________________________________
 KV0281* NAD 83(1986)-  40 44 23.     (N)    074 04 48.     (W)     SCALED    
 KV0281* NAVD 88     -        10.995  (meters)      36.07   (feet)  ADJUSTED  
 KV0281  ___________________________________________________________________
 KV0281  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KV0281  DYNAMIC HT  -          10.991 (meters)      36.06  (feet)  COMP
 KV0281  MODELED GRAV-     980,239.1   (mgal)                       NAVD 88
 KV0281
 KV0281  VERT ORDER  -  FIRST     CLASS I
 KV0281
 KV0281.The horizontal coordinates were scaled from a topographic map and have
 KV0281.an estimated accuracy of +/- 6 seconds.
 KV0281
 KV0281.The orthometric height was determined by differential leveling
 KV0281.and adjusted by the National Geodetic Survey in June 1991..
 KV0281
 KV0281.The geoid height was determined by GEOID03.
 KV0281
 KV0281.The dynamic height is computed by dividing the NAVD 88
 KV0281.geopotential number by the normal gravity value computed on the
 KV0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0281.degrees latitude (g = 980.6199 gals.).
 KV0281
 KV0281.The modeled gravity was interpolated from observed gravity values.
 KV0281
 KV0281;                    North         East    Units  Estimated Accuracy
 KV0281;SPC NJ       -   211,730.      185,470.      MT  (+/- 180 meters Scaled)
 KV0281
 KV0281                          SUPERSEDED SURVEY CONTROL
 KV0281
 KV0281  NGVD 29 (04/16/92)   11.341  (m)           37.21   (f) ADJUSTED    1 1
 KV0281
 KV0281.Superseded values are not recommended for survey control.
 KV0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0281.See file dsdata.txt to determine how the superseded data were derived.
 KV0281
 KV0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL776102(NAD 83)
 KV0281_MARKER: DD = SURVEY DISK
 KV0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0281_SP_SET: SIDEWALK
 KV0281_STAMPING: 7295
 KV0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0281
 KV0281  HISTORY     - Date     Condition        Report By
 KV0281  HISTORY     - 1965     MONUMENTED       NJGS
 KV0281  HISTORY     - 1965     GOOD             CGS
 KV0281
 KV0281                          STATION DESCRIPTION
 KV0281
 KV0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0281'AT JERSEY CITY.
 KV0281'AT JERSEY CITY, ABOUT 0.2 MILE NORTHWEST ALONG STATE HIGHWAY 10
 KV0281'FROM THE NORTHWEST END OF THE TRAFFIC CIRCLE AT THE NORTHEAST
 KV0281'END OF WILLIS AVENUE, NEAR THE PULASKI SKYWAY, ABOUT 130
 KV0281'YARDS NORTHWEST OF THE SOUTHEAST END OF THE HIGHWAY BRIDGE OVER
 KV0281'THE HACKENSACK RIVER, SET IN THE TOP OF THE SIDEWALK ALONG THE
 KV0281'NORTHEAST SIDE OF THE BRIDGE, 7 FEET NORTHEAST OF THE NORTHEAST
 KV0281'CURB LINE OF THE HIGHWAY, 1 1/2 FEET SOUTHWEST OF THE GUARD
 KV0281'RAIL AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0282 ***********************************************************************
 KV0282  DESIGNATION -  7296 NJGS
 KV0282  PID         -  KV0282
 KV0282  STATE/COUNTY-  NJ/HUDSON
 KV0282  USGS QUAD   -  JERSEY CITY (1981)
 KV0282
 KV0282                         *CURRENT SURVEY CONTROL
 KV0282  ___________________________________________________________________
 KV0282* NAD 83(1986)-  40 44 31.     (N)    074 05 03.     (W)     SCALED    
 KV0282* NAVD 88     -        11.159  (meters)      36.61   (feet)  ADJUSTED  
 KV0282  ___________________________________________________________________
 KV0282  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KV0282  DYNAMIC HT  -          11.155 (meters)      36.60  (feet)  COMP
 KV0282  MODELED GRAV-     980,238.3   (mgal)                       NAVD 88
 KV0282
 KV0282  VERT ORDER  -  FIRST     CLASS I
 KV0282
 KV0282.The horizontal coordinates were scaled from a topographic map and have
 KV0282.an estimated accuracy of +/- 6 seconds.
 KV0282
 KV0282.The orthometric height was determined by differential leveling
 KV0282.and adjusted by the National Geodetic Survey in June 1991..
 KV0282
 KV0282.The geoid height was determined by GEOID03.
 KV0282
 KV0282.The dynamic height is computed by dividing the NAVD 88
 KV0282.geopotential number by the normal gravity value computed on the
 KV0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0282.degrees latitude (g = 980.6199 gals.).
 KV0282
 KV0282.The modeled gravity was interpolated from observed gravity values.
 KV0282
 KV0282;                    North         East    Units  Estimated Accuracy
 KV0282;SPC NJ       -   211,980.      185,120.      MT  (+/- 180 meters Scaled)
 KV0282
 KV0282                          SUPERSEDED SURVEY CONTROL
 KV0282
 KV0282  NGVD 29 (04/16/92)   11.504  (m)           37.74   (f) ADJUSTED    1 1
 KV0282
 KV0282.Superseded values are not recommended for survey control.
 KV0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0282.See file dsdata.txt to determine how the superseded data were derived.
 KV0282
 KV0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL773105(NAD 83)
 KV0282_MARKER: DD = SURVEY DISK
 KV0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0282_SP_SET: SIDEWALK
 KV0282_STAMPING: 7296
 KV0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0282
 KV0282  HISTORY     - Date     Condition        Report By
 KV0282  HISTORY     - 1965     MONUMENTED       NJGS
 KV0282  HISTORY     - 1965     GOOD             CGS
 KV0282
 KV0282                          STATION DESCRIPTION
 KV0282
 KV0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0282'AT KEARNY.
 KV0282'AT KEARNY, ALONG STATE HIGHWAY 10 AT THE HIGHWAY BRIDGE OVER
 KV0282'THE HACKENSACK RIVER, SET IN THE TOP OF THE SIDEWALK ALONG THE
 KV0282'NORTHEAST SIDE OF THE BRIDGE, 32 FEET NORTHWEST OF THE FIRST
 KV0282'LIGHT POLE NORTHWEST OF THE LIFT SPAN OF THE BRIDGE, 4 1/2 FEET
 KV0282'SOUTHWEST OF THE GUARD RAIL, 3 1/2 FEET NORTHEAST OF THE
 KV0282'NORTHEAST CURB OF THE BRIDGE AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 KV0282'THE HIGHWAY BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0251 ***********************************************************************
 JU0251  DESIGNATION -  73
 JU0251  PID         -  JU0251
 JU0251  STATE/COUNTY-  NJ/OCEAN
 JU0251  USGS QUAD   -  WHITING (1971)
 JU0251
 JU0251                         *CURRENT SURVEY CONTROL
 JU0251  ___________________________________________________________________
 JU0251* NAD 83(1986)-  39 56 11.     (N)    074 23 27.     (W)     SCALED    
 JU0251* NAVD 88     -        47.334  (meters)     155.29   (feet)  ADJUSTED  
 JU0251  ___________________________________________________________________
 JU0251  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 JU0251  DYNAMIC HT  -          47.312 (meters)     155.22  (feet)  COMP
 JU0251  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 JU0251
 JU0251  VERT ORDER  -  SECOND    CLASS 0
 JU0251
 JU0251.The horizontal coordinates were scaled from a topographic map and have
 JU0251.an estimated accuracy of +/- 6 seconds.
 JU0251
 JU0251.The orthometric height was determined by differential leveling
 JU0251.and adjusted by the National Geodetic Survey in June 1991..
 JU0251
 JU0251.The geoid height was determined by GEOID03.
 JU0251
 JU0251.The dynamic height is computed by dividing the NAVD 88
 JU0251.geopotential number by the normal gravity value computed on the
 JU0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0251.degrees latitude (g = 980.6199 gals.).
 JU0251
 JU0251.The modeled gravity was interpolated from observed gravity values.
 JU0251
 JU0251;                    North         East    Units  Estimated Accuracy
 JU0251;SPC NJ       -   122,460.      159,330.      MT  (+/- 180 meters Scaled)
 JU0251
 JU0251                          SUPERSEDED SURVEY CONTROL
 JU0251
 JU0251  NGVD 29 (??/??/??)   47.721  (m)          156.56   (f) ADJUSTED    2 0
 JU0251
 JU0251.Superseded values are not recommended for survey control.
 JU0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0251.See file dsdata.txt to determine how the superseded data were derived.
 JU0251
 JU0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK520208(NAD 83)
 JU0251_MARKER: Z = SEE DESCRIPTION
 JU0251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0251_SP_SET: BASE
 JU0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0251
 JU0251  HISTORY     - Date     Condition        Report By
 JU0251  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0251  HISTORY     - 1935     GOOD             CGS
 JU0251  HISTORY     - 1936     GOOD             CGS
 JU0251  HISTORY     - 19950303 MARK NOT FOUND   NJGS
 JU0251
 JU0251                          STATION DESCRIPTION
 JU0251
 JU0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0251'1.2 MI SW FROM WHITINGS.
 JU0251'ABOUT 1.2 MILES SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW
 JU0251'JERSEY FROM THE PENNSYLVANIA RAILROAD STATION AT WHITINGS, OCEAN
 JU0251'COUNTY, AT MILEPOST 73, IN THE TOP OF THE BASE, AND 10 FEET
 JU0251'NORTHWEST OF THE CENTER LINE OF THE TRACK.  A RAISED LUG.
 JU0251
 JU0251                          STATION RECOVERY (1936)
 JU0251
 JU0251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 JU0251'RECOVERED IN GOOD CONDITION.
 JU0251
 JU0251                          STATION RECOVERY (1995)
 JU0251
 JU0251'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0251'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0251'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0411 ***********************************************************************
 LY0411  DESIGNATION -  737.2
 LY0411  PID         -  LY0411
 LY0411  STATE/COUNTY-  NJ/PASSAIC
 LY0411  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY0411
 LY0411                         *CURRENT SURVEY CONTROL
 LY0411  ___________________________________________________________________
 LY0411* NAD 83(1986)-  41 02 09.     (N)    074 25 30.     (W)     SCALED    
 LY0411* NAVD 88     -       224.482  (meters)     736.49   (feet)  ADJUSTED  
 LY0411  ___________________________________________________________________
 LY0411  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 LY0411  DYNAMIC HT  -         224.383 (meters)     736.16  (feet)  COMP
 LY0411  MODELED GRAV-     980,179.1   (mgal)                       NAVD 88
 LY0411
 LY0411  VERT ORDER  -  FIRST     CLASS II
 LY0411
 LY0411.The horizontal coordinates were scaled from a topographic map and have
 LY0411.an estimated accuracy of +/- 6 seconds.
 LY0411
 LY0411.The orthometric height was determined by differential leveling
 LY0411.and adjusted by the National Geodetic Survey in June 1991..
 LY0411
 LY0411.The geoid height was determined by GEOID03.
 LY0411
 LY0411.The dynamic height is computed by dividing the NAVD 88
 LY0411.geopotential number by the normal gravity value computed on the
 LY0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0411.degrees latitude (g = 980.6199 gals.).
 LY0411
 LY0411.The modeled gravity was interpolated from observed gravity values.
 LY0411
 LY0411;                    North         East    Units  Estimated Accuracy
 LY0411;SPC NJ       -   244,530.      156,310.      MT  (+/- 180 meters Scaled)
 LY0411
 LY0411                          SUPERSEDED SURVEY CONTROL
 LY0411
 LY0411  NGVD 29 (??/??/92)  224.689  (m)          737.17   (f) ADJ UNCH    1 2
 LY0411
 LY0411.Superseded values are not recommended for survey control.
 LY0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0411.See file dsdata.txt to determine how the superseded data were derived.
 LY0411
 LY0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL483428(NAD 83)
 LY0411_MARKER: X = CHISELED CROSS
 LY0411_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LY0411_SP_SET: NORTHEAST BRIDGE SEAT
 LY0411_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0411+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1991
 LY0411
 LY0411  HISTORY     - Date     Condition        Report By
 LY0411  HISTORY     - UNK      MONUMENTED       NJGS
 LY0411  HISTORY     - 1934     GOOD             NGS
 LY0411  HISTORY     - 19910712 SEE DESCRIPTION  NJGS
 LY0411
 LY0411                          STATION DESCRIPTION
 LY0411
 LY0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0411'AT CHARLOTTEBURGH.
 LY0411'AT CHARLOTTEBURGH, PASSAIC COUNTY, ABOUT 800 FEET WEST OF THE
 LY0411'NEW YORK, SUSQUEHANNA AND WESTERN RAILROAD STATION, AT AN OVERHEAD
 LY0411'HIGHWAY BRIDGE, ON THE TOP OF THE NORTHEAST CONCRETE PEDESTAL,
 LY0411'10 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 2 FEET HIGHER THAN THE
 LY0411'TOP OF THE RAIL.  A CHISELED CROSS.
 LY0411
 LY0411                          STATION RECOVERY (1991)
 LY0411
 LY0411'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 LY0411'THE STATION WAS SEARCHED FOR AND NOT RECOVERED. THE STATION IS
 LY0411'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0252 ***********************************************************************
 JU0252  DESIGNATION -  74
 JU0252  PID         -  JU0252
 JU0252  STATE/COUNTY-  NJ/OCEAN
 JU0252  USGS QUAD   -  WHITING (1971)
 JU0252
 JU0252                         *CURRENT SURVEY CONTROL
 JU0252  ___________________________________________________________________
 JU0252* NAD 83(1986)-  39 55 29.     (N)    074 24 07.     (W)     SCALED    
 JU0252* NAVD 88     -        50.182  (meters)     164.64   (feet)  ADJUSTED  
 JU0252  ___________________________________________________________________
 JU0252  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 JU0252  DYNAMIC HT  -          50.159 (meters)     164.56  (feet)  COMP
 JU0252  MODELED GRAV-     980,162.2   (mgal)                       NAVD 88
 JU0252
 JU0252  VERT ORDER  -  SECOND    CLASS 0
 JU0252
 JU0252.The horizontal coordinates were scaled from a topographic map and have
 JU0252.an estimated accuracy of +/- 6 seconds.
 JU0252
 JU0252.The orthometric height was determined by differential leveling
 JU0252.and adjusted by the National Geodetic Survey in June 1991..
 JU0252
 JU0252.The geoid height was determined by GEOID03.
 JU0252
 JU0252.The dynamic height is computed by dividing the NAVD 88
 JU0252.geopotential number by the normal gravity value computed on the
 JU0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0252.degrees latitude (g = 980.6199 gals.).
 JU0252
 JU0252.The modeled gravity was interpolated from observed gravity values.
 JU0252
 JU0252;                    North         East    Units  Estimated Accuracy
 JU0252;SPC NJ       -   121,160.      158,380.      MT  (+/- 180 meters Scaled)
 JU0252
 JU0252                          SUPERSEDED SURVEY CONTROL
 JU0252
 JU0252  NGVD 29 (??/??/??)   50.568  (m)          165.91   (f) ADJUSTED    2 0
 JU0252
 JU0252.Superseded values are not recommended for survey control.
 JU0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0252.See file dsdata.txt to determine how the superseded data were derived.
 JU0252
 JU0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK511195(NAD 83)
 JU0252_MARKER: Z = SEE DESCRIPTION
 JU0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0252_SP_SET: BASE
 JU0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0252
 JU0252  HISTORY     - Date     Condition        Report By
 JU0252  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0252  HISTORY     - 1935     GOOD             CGS
 JU0252  HISTORY     - 1947     GOOD             CGS
 JU0252  HISTORY     - 19950303 MARK NOT FOUND   NJGS
 JU0252
 JU0252                          STATION DESCRIPTION
 JU0252
 JU0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0252'2.2 MI NE FROM PASADENA.
 JU0252'ABOUT 2.2 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW
 JU0252'JERSEY FROM PASADENA, OCEAN COUNTY, AT MILEPOST 74, IN THE TOP
 JU0252'OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER LINE OF THE
 JU0252'TRACK.  A RAISED LUG.
 JU0252
 JU0252                          STATION RECOVERY (1947)
 JU0252
 JU0252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JU0252'RECOVERED IN GOOD CONDITION.
 JU0252
 JU0252                          STATION RECOVERY (1995)
 JU0252
 JU0252'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0252'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0252'SEARCH BY A TWO MAN PARTY.  ONLY THE CONCRETE BASE THAT SUPPORTED THE
 JU0252'IRON POST AND BASE WAS FOUND.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1640 ***********************************************************************
 KU1640  DESIGNATION -  7426
 KU1640  PID         -  KU1640
 KU1640  STATE/COUNTY-  NJ/BERGEN
 KU1640  USGS QUAD   -  YONKERS (1979)
 KU1640
 KU1640                         *CURRENT SURVEY CONTROL
 KU1640  ___________________________________________________________________
 KU1640* NAD 83(1986)-  40 53 05.     (N)    073 56 49.     (W)     SCALED    
 KU1640* NAVD 88     -       111.272  (meters)     365.06   (feet)  ADJUSTED  
 KU1640  ___________________________________________________________________
 KU1640  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 KU1640  DYNAMIC HT  -         111.232 (meters)     364.93  (feet)  COMP
 KU1640  MODELED GRAV-     980,259.2   (mgal)                       NAVD 88
 KU1640
 KU1640  VERT ORDER  -  SECOND    CLASS 0
 KU1640
 KU1640.The horizontal coordinates were scaled from a topographic map and have
 KU1640.an estimated accuracy of +/- 6 seconds.
 KU1640
 KU1640.The orthometric height was determined by differential leveling
 KU1640.and adjusted by the National Geodetic Survey in June 1991..
 KU1640
 KU1640.The geoid height was determined by GEOID03.
 KU1640
 KU1640.The dynamic height is computed by dividing the NAVD 88
 KU1640.geopotential number by the normal gravity value computed on the
 KU1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1640.degrees latitude (g = 980.6199 gals.).
 KU1640
 KU1640.The modeled gravity was interpolated from observed gravity values.
 KU1640
 KU1640;                    North         East    Units  Estimated Accuracy
 KU1640;SPC NJ       -   227,890.      196,610.      MT  (+/- 180 meters Scaled)
 KU1640
 KU1640                          SUPERSEDED SURVEY CONTROL
 KU1640
 KU1640  NGVD 29 (??/??/92)  111.581  (m)          366.08   (f) ADJ UNCH    2 0
 KU1640
 KU1640.Superseded values are not recommended for survey control.
 KU1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1640.See file dsdata.txt to determine how the superseded data were derived.
 KU1640
 KU1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL887264(NAD 83)
 KU1640_MARKER: DD = SURVEY DISK
 KU1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1640_STAMPING: 7426
 KU1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1640+STABILITY: SURFACE MOTION
 KU1640
 KU1640  HISTORY     - Date     Condition        Report By
 KU1640  HISTORY     - UNK      MONUMENTED       NJGS
 KU1640  HISTORY     - 1956     GOOD             NGS
 KU1640  HISTORY     - 20060528 MARK NOT FOUND   GEOCAC
 KU1640
 KU1640                          STATION DESCRIPTION
 KU1640
 KU1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1640'0.4 MI N FROM ENGLEWOOD CLIFFS.
 KU1640'0.4 MILE NORTH ALONG U.S. HIGHWAY 9W FROM THE ENGLEWOOD CLIFFS
 KU1640'MUNICIPAL BUILDING, 0.35 MILE NORTH OF THE JUNCTION OF PALISADES
 KU1640'AVENUE, 39 YARDS SOUTH AND ACROSS THE HIGHWAY FROM THE SOUTHEAST
 KU1640'CORNER OF THE OLD SALT CHOP HOUSE AND COCKTAIL LOUNGE, 33 FEET EAST
 KU1640'OF THE CENTER LINE OF THE HIGHWAY, 29 1/2 FEET NORTH OF POWER LINE
 KU1640'POLE NO. 60047, 1.3 FEET WEST OF A ROCK WALL, 1 FOOT SOUTH OF A
 KU1640'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 KU1640'OF A CONCRETE POST FLUSH WITH THE GROUND.
 KU1640
 KU1640                          STATION RECOVERY (2006)
 KU1640
 KU1640'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KU1640'THE AREA BETWEEN THE ROCK WALL AND ROUTE 9W HAS BEEN PAVED OVER WITH
 KU1640'ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1639 ***********************************************************************
 KU1639  DESIGNATION -  7427
 KU1639  PID         -  KU1639
 KU1639  STATE/COUNTY-  NJ/BERGEN
 KU1639  USGS QUAD   -  YONKERS (1979)
 KU1639
 KU1639                         *CURRENT SURVEY CONTROL
 KU1639  ___________________________________________________________________
 KU1639* NAD 83(1986)-  40 53 17.     (N)    073 56 41.     (W)     SCALED    
 KU1639* NAVD 88     -       115.386  (meters)     378.56   (feet)  ADJUSTED  
 KU1639  ___________________________________________________________________
 KU1639  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 KU1639  DYNAMIC HT  -         115.345 (meters)     378.43  (feet)  COMP
 KU1639  MODELED GRAV-     980,259.7   (mgal)                       NAVD 88
 KU1639
 KU1639  VERT ORDER  -  SECOND    CLASS 0
 KU1639
 KU1639.The horizontal coordinates were scaled from a topographic map and have
 KU1639.an estimated accuracy of +/- 6 seconds.
 KU1639
 KU1639.The orthometric height was determined by differential leveling
 KU1639.and adjusted by the National Geodetic Survey in June 1991..
 KU1639
 KU1639.The geoid height was determined by GEOID03.
 KU1639
 KU1639.The dynamic height is computed by dividing the NAVD 88
 KU1639.geopotential number by the normal gravity value computed on the
 KU1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1639.degrees latitude (g = 980.6199 gals.).
 KU1639
 KU1639.The modeled gravity was interpolated from observed gravity values.
 KU1639
 KU1639;                    North         East    Units  Estimated Accuracy
 KU1639;SPC NJ       -   228,270.      196,790.      MT  (+/- 180 meters Scaled)
 KU1639
 KU1639                          SUPERSEDED SURVEY CONTROL
 KU1639
 KU1639  NGVD 29 (??/??/92)  115.696  (m)          379.58   (f) ADJ UNCH    2 0
 KU1639
 KU1639.Superseded values are not recommended for survey control.
 KU1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1639.See file dsdata.txt to determine how the superseded data were derived.
 KU1639
 KU1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL889268(NAD 83)
 KU1639_MARKER: DD = SURVEY DISK
 KU1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1639_STAMPING: 7427
 KU1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1639+STABILITY: SURFACE MOTION
 KU1639
 KU1639  HISTORY     - Date     Condition        Report By
 KU1639  HISTORY     - UNK      MONUMENTED       NJGS
 KU1639  HISTORY     - 1956     GOOD             NGS
 KU1639  HISTORY     - 20060514 POOR             GEOCAC
 KU1639
 KU1639                          STATION DESCRIPTION
 KU1639
 KU1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1639'0.7 MI N FROM ENGLEWOOD CLIFFS.
 KU1639'0.7 MILE NORTH ALONG U.S. HIGHWAY 9W, FROM THE ENGLEWOOD CLIFFS
 KU1639'MUNICIPAL BUILDING, 0.1 MILE SOUTH OF THE RUSTIC CABIN INN AND
 KU1639'ESSO SERVICE STATION, 40.5 FEET NORTH OF POWER POLE NO. 60105,
 KU1639'30.5 FEET EAST OF THE CENTERLINE OF HIGHWAY, 12 FEET WEST OF A
 KU1639'3 FOOT HIGH ROCK WALL, SET IN TOP OF A CONCRETE POST FLUSH WITH
 KU1639'THE GROUND, 1 FOOT SOUTH OF A WITNESS POST.
 KU1639
 KU1639                          STATION RECOVERY (2006)
 KU1639
 KU1639'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KU1639'LOCATED AS DESCRIBED.  RUSTIC CABIN INN IS LONG GONE.  GAS STATION
 KU1639'REMAINS.  LOCATED 40.5 FEET NORTH OF POWER POLE 60105.  RTE 9W HAS
 KU1639'BEEN WIDENED TO FOUR LANES, WITH A TURNING LANE.  STATION IS LOCATED
 KU1639'12 INCHES, RATHER THAN 12 FEET FROM 3 FOOT ROCK WALL.  MON 379.58 IS
 KU1639'PAINTED ON WALL IN YELLOW PAINT.
 KU1639'STATION IS TILTED AT ABOUT 30 DEGREES.  IT MAY HAVE BEEN MOVED FROM
 KU1639'PREVIOUS LOCTION WHEN HIGHWAY WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0254 ***********************************************************************
 JU0254  DESIGNATION -  75
 JU0254  PID         -  JU0254
 JU0254  STATE/COUNTY-  NJ/OCEAN
 JU0254  USGS QUAD   -  WHITING (1971)
 JU0254
 JU0254                         *CURRENT SURVEY CONTROL
 JU0254  ___________________________________________________________________
 JU0254* NAD 83(1986)-  39 54 48.     (N)    074 24 51.     (W)     SCALED    
 JU0254* NAVD 88     -        49.214  (meters)     161.46   (feet)  ADJUSTED  
 JU0254  ___________________________________________________________________
 JU0254  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 JU0254  DYNAMIC HT  -          49.191 (meters)     161.39  (feet)  COMP
 JU0254  MODELED GRAV-     980,161.5   (mgal)                       NAVD 88
 JU0254
 JU0254  VERT ORDER  -  SECOND    CLASS 0
 JU0254
 JU0254.The horizontal coordinates were scaled from a topographic map and have
 JU0254.an estimated accuracy of +/- 6 seconds.
 JU0254
 JU0254.The orthometric height was determined by differential leveling
 JU0254.and adjusted by the National Geodetic Survey in June 1991..
 JU0254
 JU0254.The geoid height was determined by GEOID03.
 JU0254
 JU0254.The dynamic height is computed by dividing the NAVD 88
 JU0254.geopotential number by the normal gravity value computed on the
 JU0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0254.degrees latitude (g = 980.6199 gals.).
 JU0254
 JU0254.The modeled gravity was interpolated from observed gravity values.
 JU0254
 JU0254;                    North         East    Units  Estimated Accuracy
 JU0254;SPC NJ       -   119,900.      157,340.      MT  (+/- 180 meters Scaled)
 JU0254
 JU0254                          SUPERSEDED SURVEY CONTROL
 JU0254
 JU0254  NGVD 29 (??/??/??)   49.599  (m)          162.73   (f) ADJUSTED    2 0
 JU0254
 JU0254.Superseded values are not recommended for survey control.
 JU0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0254.See file dsdata.txt to determine how the superseded data were derived.
 JU0254
 JU0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK500183(NAD 83)
 JU0254_MARKER: Z = SEE DESCRIPTION
 JU0254_SETTING: 0 = UNSPECIFIED SETTING
 JU0254_SP_SET: BASE
 JU0254_MARK LOGO: NONE  
 JU0254_MAGNETIC: I = MARKER IS A STEEL ROD
 JU0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0254+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1995
 JU0254
 JU0254  HISTORY     - Date     Condition        Report By
 JU0254  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0254  HISTORY     - 1935     GOOD             CGS
 JU0254  HISTORY     - 1947     GOOD             CGS
 JU0254  HISTORY     - 1985     GOOD             LOCSUR
 JU0254  HISTORY     - 19950303 GOOD             NJGS
 JU0254
 JU0254                          STATION DESCRIPTION
 JU0254
 JU0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0254'1.3 MI NE FROM PASADENA.
 JU0254'ABOUT 1.3 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW
 JU0254'JERSEY FROM PASADENA, OCEAN COUNTY, AT MILEPOST 75, IN THE TOP OF
 JU0254'THE BASE, AND 10 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK.
 JU0254'A RAISED LUG.
 JU0254
 JU0254                          STATION RECOVERY (1947)
 JU0254
 JU0254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JU0254'RECOVERED IN GOOD CONDITION.
 JU0254
 JU0254                          STATION RECOVERY (1985)
 JU0254
 JU0254'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 JU0254'RECOVERED IN GOOD CONDITION.
 JU0254
 JU0254                          STATION RECOVERY (1995)
 JU0254
 JU0254'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0254'THE STATION IS LOCATED IN MANCHESTER TOWNSHIP ON THE NORTHWEST SIDE OF
 JU0254'THE FORMER CENTRAL NEW JERSEY RAILROAD RIGHT OF WAY, NOW ABANDONED. TO
 JU0254'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 AND COUNTY
 JU0254'ROAD 539, NORTHWEST OF WHITING, GO SOUTH ON COUNTY ROAD 539 FOR ABOUT
 JU0254'1.7 MI (2.7 KM) TO THE CROSSROADS JUNCTION WITH MARION ROAD.  BEAR TO
 JU0254'THE RIGHT AND GO ABOUT 1.3 MI (2.1 KM) SOUTHWEST ON MARION ROAD, ALSO
 JU0254'KNOWN AS LINCOLN BOULEVARD, TO A CROSSROADS JUNCTION OF SAND ROADS.
 JU0254'TURN RIGHT AND GO NORTHWEST ON A SAND ROAD FOR ABOUT 0.5 MI (0.8 KM)
 JU0254'TO AN ABANDONED GRADE CROSSING.  CROSS TRACK, TURN IMMEDIATELY LEFT
 JU0254'AND GO 1.05 MI (1.69 KM) ON ANOTHER SAND ROAD THAT PARALLELS THE
 JU0254'TRACK, TO THE STATION ON THE LEFT, SET AT THE SOUTHEAST CORNER OF AN
 JU0254'IRON BASE AND POST FOR MILE MARKER 75, A RAISED LUG.  THE IRON POST IS
 JU0254'ABOUT 0.8 FT (24.4 CM) SQUARE AT THE BASE, ABOUT 4.5 FT (1.4 M) HIGH
 JU0254'AND IS TOPPED WITH AN IRON CAP WITH THE RAISED NUMBER 75 ON ALL SIDES.
 JU0254'THE STATION IS 9.3 FT (2.8 M) NORTHWEST FROM THE NORTHWEST RAIL AND 29
 JU0254'FT (8.8 M) SOUTHEAST FROM THE CENTERLINE OF THE SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1015 ***********************************************************************
 KV1015  DESIGNATION -  75.15 PRR
 KV1015  PID         -  KV1015
 KV1015  STATE/COUNTY-  NJ/BURLINGTON
 KV1015  USGS QUAD   -  COLUMBUS (1981)
 KV1015
 KV1015                         *CURRENT SURVEY CONTROL
 KV1015  ___________________________________________________________________
 KV1015* NAD 83(1986)-  40 02 10.     (N)    074 41 37.     (W)     SCALED    
 KV1015* NAVD 88     -        22.638  (meters)      74.27   (feet)  ADJUSTED  
 KV1015  ___________________________________________________________________
 KV1015  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KV1015  DYNAMIC HT  -          22.629 (meters)      74.24  (feet)  COMP
 KV1015  MODELED GRAV-     980,201.7   (mgal)                       NAVD 88
 KV1015
 KV1015  VERT ORDER  -  SECOND    CLASS 0
 KV1015
 KV1015.The horizontal coordinates were scaled from a topographic map and have
 KV1015.an estimated accuracy of +/- 6 seconds.
 KV1015
 KV1015.The orthometric height was determined by differential leveling
 KV1015.and adjusted by the National Geodetic Survey in June 1991..
 KV1015
 KV1015.The geoid height was determined by GEOID03.
 KV1015
 KV1015.The dynamic height is computed by dividing the NAVD 88
 KV1015.geopotential number by the normal gravity value computed on the
 KV1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1015.degrees latitude (g = 980.6199 gals.).
 KV1015
 KV1015.The modeled gravity was interpolated from observed gravity values.
 KV1015
 KV1015;                    North         East    Units  Estimated Accuracy
 KV1015;SPC NJ       -   133,540.      133,480.      MT  (+/- 180 meters Scaled)
 KV1015
 KV1015                          SUPERSEDED SURVEY CONTROL
 KV1015
 KV1015  NGVD 29 (??/??/??)   23.004  (m)           75.47   (f) ADJUSTED    2 0
 KV1015
 KV1015.Superseded values are not recommended for survey control.
 KV1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1015.See file dsdata.txt to determine how the superseded data were derived.
 KV1015
 KV1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK261318(NAD 83)
 KV1015_MARKER: B = BOLT
 KV1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1015+STABILITY: SURFACE MOTION
 KV1015
 KV1015  HISTORY     - Date     Condition        Report By
 KV1015  HISTORY     - 1935     MONUMENTED       PRR
 KV1015  HISTORY     - 1935     GOOD             CGS
 KV1015
 KV1015                          STATION DESCRIPTION
 KV1015
 KV1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1015'3 MI S FROM COLUMBUS.
 KV1015'3.0 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KV1015'AT COLUMBUS, BURLINGTON COUNTY, OPPOSITE THE SOUTHWEST CORNER OF
 KV1015'THE STATION AT JOBSTOWN, AND 12 FEET EAST OF THE CENTERLINE OF
 KV1015'THE TRACK.  COPPER BOLT SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0948 ***********************************************************************
 KV0948  DESIGNATION -  7.54 NJGS
 KV0948  PID         -  KV0948
 KV0948  STATE/COUNTY-  NJ/MIDDLESEX
 KV0948  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0948
 KV0948                         *CURRENT SURVEY CONTROL
 KV0948  ___________________________________________________________________
 KV0948* NAD 83(1986)-  40 24 59.     (N)    074 21 41.     (W)     SCALED    
 KV0948* NAVD 88     -         1.923  (meters)       6.31   (feet)  POSTED    
 KV0948  ___________________________________________________________________
 KV0948  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KV0948  DYNAMIC HT  -           1.920 (meters)       6.30  (feet)  COMP
 KV0948  MODELED GRAV-     980,201.6   (mgal)                       NAVD 88
 KV0948
 KV0948  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 KV0948
 KV0948.The horizontal coordinates were scaled from a topographic map and have
 KV0948.an estimated accuracy of +/- 6 seconds.
 KV0948
 KV0948.The orthometric height was determined by differential leveling
 KV0948.and adjusted by the National Geodetic Survey in 1992..
 KV0948.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 KV0948.rate greater than 8.0 mm/km.
 KV0948
 KV0948.The geoid height was determined by GEOID03.
 KV0948
 KV0948.The dynamic height is computed by dividing the NAVD 88
 KV0948.geopotential number by the normal gravity value computed on the
 KV0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0948.degrees latitude (g = 980.6199 gals.).
 KV0948
 KV0948.The modeled gravity was interpolated from observed gravity values.
 KV0948
 KV0948;                    North         East    Units  Estimated Accuracy
 KV0948;SPC NJ       -   175,750.      161,760.      MT  (+/- 180 meters Scaled)
 KV0948
 KV0948                          SUPERSEDED SURVEY CONTROL
 KV0948
 KV0948  NGVD 29 (??/??/??)    2.307  (m)            7.57   (f) ADJUSTED    1 2
 KV0948
 KV0948.Superseded values are not recommended for survey control.
 KV0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0948.See file dsdata.txt to determine how the superseded data were derived.
 KV0948
 KV0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK541741(NAD 83)
 KV0948_MARKER: X = CHISELED CROSS
 KV0948_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0948_SP_SET: BRIDGE ABUTMENT
 KV0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0948
 KV0948  HISTORY     - Date     Condition        Report By
 KV0948  HISTORY     - UNK      MONUMENTED       NJGS
 KV0948  HISTORY     - 1952     MARK NOT FOUND   CGS
 KV0948
 KV0948                          STATION DESCRIPTION
 KV0948
 KV0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0948'AT OLD BRIDGE.
 KV0948'AT OLD BRIDGE, MIDDLESEX COUNTY, ON THE PENNSYLVANIA RAILROAD, 200
 KV0948'YARDS EAST OF THE STATION, AT THE RAILROAD BRIDGE OVER THE
 KV0948'CREEK, IN THE TOP OF THE NORTHWEST END OF THE SOUTH ABUTMENT,
 KV0948'12 FEET WEST OF THE WEST RAIL, AND ABOUT 5 FEET LOWER THAN THE
 KV0948'RAIL.  A CROSS CUT IN THE MASONRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0448 ***********************************************************************
 LY0448  DESIGNATION -  7544
 LY0448  PID         -  LY0448
 LY0448  STATE/COUNTY-  NJ/PASSAIC
 LY0448  USGS QUAD   -  WANAQUE (1971)
 LY0448
 LY0448                         *CURRENT SURVEY CONTROL
 LY0448  ___________________________________________________________________
 LY0448* NAD 83(1986)-  41 03 41.     (N)    074 17 07.     (W)     SCALED    
 LY0448* NAVD 88     -        82.291  (meters)     269.98   (feet)  ADJUSTED  
 LY0448  ___________________________________________________________________
 LY0448  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 LY0448  DYNAMIC HT  -          82.257 (meters)     269.87  (feet)  COMP
 LY0448  MODELED GRAV-     980,213.1   (mgal)                       NAVD 88
 LY0448
 LY0448  VERT ORDER  -  SECOND    CLASS 0
 LY0448
 LY0448.The horizontal coordinates were scaled from a topographic map and have
 LY0448.an estimated accuracy of +/- 6 seconds.
 LY0448
 LY0448.The orthometric height was determined by differential leveling
 LY0448.and adjusted by the National Geodetic Survey in June 1991..
 LY0448
 LY0448.The geoid height was determined by GEOID03.
 LY0448
 LY0448.The dynamic height is computed by dividing the NAVD 88
 LY0448.geopotential number by the normal gravity value computed on the
 LY0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0448.degrees latitude (g = 980.6199 gals.).
 LY0448
 LY0448.The modeled gravity was interpolated from observed gravity values.
 LY0448
 LY0448;                    North         East    Units  Estimated Accuracy
 LY0448;SPC NJ       -   247,390.      168,050.      MT  (+/- 180 meters Scaled)
 LY0448
 LY0448                          SUPERSEDED SURVEY CONTROL
 LY0448
 LY0448  NGVD 29 (??/??/92)   82.533  (m)          270.78   (f) ADJ UNCH    2 0
 LY0448
 LY0448.Superseded values are not recommended for survey control.
 LY0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0448.See file dsdata.txt to determine how the superseded data were derived.
 LY0448
 LY0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL600458(NAD 83)
 LY0448_MARKER: DD = SURVEY DISK
 LY0448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0448_SP_SET: CURB
 LY0448_STAMPING: 7544
 LY0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY0448+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2004
 LY0448
 LY0448  HISTORY     - Date     Condition        Report By
 LY0448  HISTORY     - UNK      MONUMENTED       NJGS
 LY0448  HISTORY     - 1942     GOOD             NGS
 LY0448  HISTORY     - 20040908 GOOD             USPSQD
 LY0448
 LY0448                          STATION DESCRIPTION
 LY0448
 LY0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0448'0.7 MI N FROM WANAQUE.
 LY0448'0.7 MILE NORTH ALONG RINGWOOD AVENUE FROM THE POST OFFICE AT
 LY0448'WANAQUE, PASSAIC COUNTY, OPPOSITE THE HOUSE AT 361 RINGWOOD
 LY0448'AVENUE, 171 FEET SOUTH OF THE INTERSECTION OF CONKLINTOWN ROAD,
 LY0448'19 FEET NORTHWEST OF A 24-INCH ELM TREE, AT THE EDGE OF THE
 LY0448'EAST CURBING, AND FLUSH WITH THE TOP OF THE CURB.
 LY0448
 LY0448                          STATION RECOVERY (2004)
 LY0448
 LY0448'RECOVERY NOTE BY US POWER SQUADRON 2004 (GBM)
 LY0448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0449 ***********************************************************************
 LY0449  DESIGNATION -  7545
 LY0449  PID         -  LY0449
 LY0449  STATE/COUNTY-  NJ/PASSAIC
 LY0449  USGS QUAD   -  WANAQUE (1971)
 LY0449
 LY0449                         *CURRENT SURVEY CONTROL
 LY0449  ___________________________________________________________________
 LY0449* NAD 83(1986)-  41 03 56.     (N)    074 17 02.     (W)     SCALED    
 LY0449* NAVD 88     -        85.191  (meters)     279.50   (feet)  ADJUSTED  
 LY0449  ___________________________________________________________________
 LY0449  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LY0449  DYNAMIC HT  -          85.156 (meters)     279.38  (feet)  COMP
 LY0449  MODELED GRAV-     980,213.2   (mgal)                       NAVD 88
 LY0449
 LY0449  VERT ORDER  -  SECOND    CLASS 0
 LY0449
 LY0449.The horizontal coordinates were scaled from a topographic map and have
 LY0449.an estimated accuracy of +/- 6 seconds.
 LY0449
 LY0449.The orthometric height was determined by differential leveling
 LY0449.and adjusted by the National Geodetic Survey in June 1991..
 LY0449
 LY0449.The geoid height was determined by GEOID03.
 LY0449
 LY0449.The dynamic height is computed by dividing the NAVD 88
 LY0449.geopotential number by the normal gravity value computed on the
 LY0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0449.degrees latitude (g = 980.6199 gals.).
 LY0449
 LY0449.The modeled gravity was interpolated from observed gravity values.
 LY0449
 LY0449;                    North         East    Units  Estimated Accuracy
 LY0449;SPC NJ       -   247,850.      168,160.      MT  (+/- 180 meters Scaled)
 LY0449
 LY0449                          SUPERSEDED SURVEY CONTROL
 LY0449
 LY0449  NGVD 29 (??/??/92)   85.432  (m)          280.29   (f) ADJ UNCH    2 0
 LY0449
 LY0449.Superseded values are not recommended for survey control.
 LY0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0449.See file dsdata.txt to determine how the superseded data were derived.
 LY0449
 LY0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL601462(NAD 83)
 LY0449_MARKER: DD = SURVEY DISK
 LY0449_SETTING: 0 = UNSPECIFIED SETTING
 LY0449_STAMPING: 7545
 LY0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0449
 LY0449  HISTORY     - Date     Condition        Report By
 LY0449  HISTORY     - UNK      MONUMENTED       NJGS
 LY0449  HISTORY     - 1942     GOOD             NGS
 LY0449
 LY0449                          STATION DESCRIPTION
 LY0449
 LY0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0449'1 MI N FROM WANAQUE.
 LY0449'1.0 MILE NORTH ALONG RINGWOOD AVENUE FROM THE POST OFFICE AT
 LY0449'WANAQUE, PASSAIC COUNTY, 146.2 FEET SOUTH OF THE SOUTHEAST
 LY0449'CORNER OF A 2-STORY FRAME HOUSE, 10 FEET NORTHWEST OF A NEW
 LY0449'POWER-TRANSMISSION LINE POLE, 2.8 FEET WEST OF THE WEST EDGE
 LY0449'OF THE WEST SIDEWALK, AND 1 FOOT EAST OF A WHITE WOODEN WITNESS
 LY0449'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0256 ***********************************************************************
 JU0256  DESIGNATION -  76
 JU0256  PID         -  JU0256
 JU0256  STATE/COUNTY-  NJ/OCEAN
 JU0256  USGS QUAD   -  WHITING (1971)
 JU0256
 JU0256                         *CURRENT SURVEY CONTROL
 JU0256  ___________________________________________________________________
 JU0256* NAD 83(1986)-  39 54 09.     (N)    074 25 32.     (W)     SCALED    
 JU0256* NAVD 88     -        44.075  (meters)     144.60   (feet)  ADJUSTED  
 JU0256  ___________________________________________________________________
 JU0256  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JU0256  DYNAMIC HT  -          44.055 (meters)     144.54  (feet)  COMP
 JU0256  MODELED GRAV-     980,160.8   (mgal)                       NAVD 88
 JU0256
 JU0256  VERT ORDER  -  SECOND    CLASS 0
 JU0256
 JU0256.The horizontal coordinates were scaled from a topographic map and have
 JU0256.an estimated accuracy of +/- 6 seconds.
 JU0256
 JU0256.The orthometric height was determined by differential leveling
 JU0256.and adjusted by the National Geodetic Survey in June 1991..
 JU0256
 JU0256.The geoid height was determined by GEOID03.
 JU0256
 JU0256.The dynamic height is computed by dividing the NAVD 88
 JU0256.geopotential number by the normal gravity value computed on the
 JU0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0256.degrees latitude (g = 980.6199 gals.).
 JU0256
 JU0256.The modeled gravity was interpolated from observed gravity values.
 JU0256
 JU0256;                    North         East    Units  Estimated Accuracy
 JU0256;SPC NJ       -   118,690.      156,370.      MT  (+/- 180 meters Scaled)
 JU0256
 JU0256                          SUPERSEDED SURVEY CONTROL
 JU0256
 JU0256  NGVD 29 (??/??/??)   44.461  (m)          145.87   (f) ADJUSTED    2 0
 JU0256
 JU0256.Superseded values are not recommended for survey control.
 JU0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0256.See file dsdata.txt to determine how the superseded data were derived.
 JU0256
 JU0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK491170(NAD 83)
 JU0256_MARKER: Z = SEE DESCRIPTION
 JU0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0256_SP_SET: BASE
 JU0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0256
 JU0256  HISTORY     - Date     Condition        Report By
 JU0256  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0256  HISTORY     - 1935     GOOD             CGS
 JU0256  HISTORY     - 1947     GOOD             CGS
 JU0256  HISTORY     - 19950303 MARK NOT FOUND   NJGS
 JU0256
 JU0256                          STATION DESCRIPTION
 JU0256
 JU0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0256'AT PASADENA.
 JU0256'AT PASADENA, OCEAN COUNTY, ON THE CENTRAL RAILROAD OF NEW JERSEY,
 JU0256'AT MILEPOST 76, IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF
 JU0256'THE CENTER LINE OF THE TRACK.  A RAISED LUG.
 JU0256
 JU0256                          STATION RECOVERY (1947)
 JU0256
 JU0256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JU0256'RECOVERED IN GOOD CONDITION.
 JU0256
 JU0256                          STATION RECOVERY (1995)
 JU0256
 JU0256'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0256'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0256'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6089 ***********************************************************************
 KV6089  DESIGNATION -  7626
 KV6089  PID         -  KV6089
 KV6089  STATE/COUNTY-  NJ/HUNTERDON
 KV6089  USGS QUAD   -  STOCKTON (1981)
 KV6089
 KV6089                         *CURRENT SURVEY CONTROL
 KV6089  ___________________________________________________________________
 KV6089* NAD 83(1986)-  40 25 00.     (N)    074 57 57.     (W)     SCALED    
 KV6089* NAVD 88     -        98.878  (meters)     324.40   (feet)  ADJUSTED  
 KV6089  ___________________________________________________________________
 KV6089  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KV6089  DYNAMIC HT  -          98.830 (meters)     324.24  (feet)  COMP
 KV6089  MODELED GRAV-     980,145.6   (mgal)                       NAVD 88
 KV6089
 KV6089  VERT ORDER  -  FIRST     CLASS I
 KV6089
 KV6089.The horizontal coordinates were scaled from a topographic map and have
 KV6089.an estimated accuracy of +/- 6 seconds.
 KV6089
 KV6089.The orthometric height was determined by differential leveling
 KV6089.and adjusted by the National Geodetic Survey in June 1991..
 KV6089
 KV6089.The geoid height was determined by GEOID03.
 KV6089
 KV6089.The dynamic height is computed by dividing the NAVD 88
 KV6089.geopotential number by the normal gravity value computed on the
 KV6089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6089.degrees latitude (g = 980.6199 gals.).
 KV6089
 KV6089.The modeled gravity was interpolated from observed gravity values.
 KV6089
 KV6089;                    North         East    Units  Estimated Accuracy
 KV6089;SPC NJ       -   175,880.      110,470.      MT  (+/- 180 meters Scaled)
 KV6089
 KV6089                          SUPERSEDED SURVEY CONTROL
 KV6089
 KV6089  NGVD 29 (01/10/92)   99.150  (m)          325.29   (f) ADJUSTED    1 1
 KV6089
 KV6089.Superseded values are not recommended for survey control.
 KV6089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6089.See file dsdata.txt to determine how the superseded data were derived.
 KV6089
 KV6089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK028740(NAD 83)
 KV6089_MARKER: DD = SURVEY DISK
 KV6089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6089_SP_SET: CONCRETE POST
 KV6089_STAMPING: 7626
 KV6089_MARK LOGO: NJGS  
 KV6089_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6089+STABILITY: SURFACE MOTION
 KV6089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6089+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 KV6089
 KV6089  HISTORY     - Date     Condition        Report By
 KV6089  HISTORY     - 1940     MONUMENTED       NJGS
 KV6089  HISTORY     - 19890606 GOOD             NJGS
 KV6089  HISTORY     - 20041215 GOOD             INDIV
 KV6089
 KV6089                          STATION DESCRIPTION
 KV6089
 KV6089'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6089'IN DELAWARE TOWNSHIP, 2.8 KM (1.75 MI) NORTHEAST ALONG COUNTY ROUTE
 KV6089'523 FROM THE JUNCTION WITH STATE HIGHWAY ROUTE 29, IN THE BOROUGH OF
 KV6089'STOCKTON, TO THE JUNCTION WITH GRAFTON ROAD, THEN TURN RIGHT AND
 KV6089'PROCEED 42.2 M (138.5 FT) FROM THE CENTERLINE OF ROUTE 523 TO THE MARK
 KV6089'ON THE RIGHT, 10.0 M (32.8 FT) SOUTHWEST FROM A CHAINLINK FENCE, 3.3 M
 KV6089'(10.8 FT) SOUTHWEST FROM THE CENTERLINE OF GRAFTON ROAD, 34.7 M
 KV6089'(113.8 FT) SOUTHEAST OF POLE DT 51160 LOCATED ON THE SOUTHEAST CORNER
 KV6089'OF THE INTERSECTION, 38.2 M (125.3 FT) FROM POLE NUMBER DT1261 ON THE
 KV6089'NORTHEAST CORNER OF THE SAME INTERSECTION, 16.9 M (55.4 FT) SOUTH FROM
 KV6089'POLE NUMBER DT 1262, 34.0 M (111.5 FT) NORTHWEST OF THE CENTER OF A
 KV6089'STONE HEADWALL ON THE SOUTHWEST SIDE OF GRAFTON ROAD, ABOUT 0.3 M
 KV6089'(1.0 FT) BELOW THE GRAVEL ROAD.
 KV6089
 KV6089                          STATION RECOVERY (2004)
 KV6089
 KV6089'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JAL)
 KV6089'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6090 ***********************************************************************
 KV6090  DESIGNATION -  7627
 KV6090  PID         -  KV6090
 KV6090  STATE/COUNTY-  NJ/HUNTERDON
 KV6090  USGS QUAD   -  STOCKTON (1981)
 KV6090
 KV6090                         *CURRENT SURVEY CONTROL
 KV6090  ___________________________________________________________________
 KV6090* NAD 83(1986)-  40 24 22.     (N)    074 58 41.     (W)     SCALED    
 KV6090* NAVD 88     -        25.122  (meters)      82.42   (feet)  ADJUSTED  
 KV6090  ___________________________________________________________________
 KV6090  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KV6090  DYNAMIC HT  -          25.110 (meters)      82.38  (feet)  COMP
 KV6090  MODELED GRAV-     980,148.2   (mgal)                       NAVD 88
 KV6090
 KV6090  VERT ORDER  -  FIRST     CLASS I
 KV6090
 KV6090.The horizontal coordinates were scaled from a topographic map and have
 KV6090.an estimated accuracy of +/- 6 seconds.
 KV6090
 KV6090.The orthometric height was determined by differential leveling
 KV6090.and adjusted by the National Geodetic Survey in June 1991..
 KV6090
 KV6090.The geoid height was determined by GEOID03.
 KV6090
 KV6090.The dynamic height is computed by dividing the NAVD 88
 KV6090.geopotential number by the normal gravity value computed on the
 KV6090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6090.degrees latitude (g = 980.6199 gals.).
 KV6090
 KV6090.The modeled gravity was interpolated from observed gravity values.
 KV6090
 KV6090;                    North         East    Units  Estimated Accuracy
 KV6090;SPC NJ       -   174,710.      109,420.      MT  (+/- 180 meters Scaled)
 KV6090
 KV6090                          SUPERSEDED SURVEY CONTROL
 KV6090
 KV6090  NGVD 29 (01/10/92)   25.394  (m)           83.31   (f) ADJUSTED    1 1
 KV6090
 KV6090.Superseded values are not recommended for survey control.
 KV6090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6090.See file dsdata.txt to determine how the superseded data were derived.
 KV6090
 KV6090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK018728(NAD 83)
 KV6090_MARKER: DD = SURVEY DISK
 KV6090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6090_SP_SET: CONCRETE POST
 KV6090_STAMPING: 7627
 KV6090_MARK LOGO: NJGS  
 KV6090_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6090+STABILITY: SURFACE MOTION
 KV6090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6090+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1989
 KV6090
 KV6090  HISTORY     - Date     Condition        Report By
 KV6090  HISTORY     - 1941     MONUMENTED       NJGS
 KV6090  HISTORY     - 19890606 POOR             NJGS
 KV6090
 KV6090                          STATION DESCRIPTION
 KV6090
 KV6090'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6090'IN THE BOROUGH OF STOCKTON, ON THE SOUTHEAST CORNER OF THE JUNCTION OF
 KV6090'STATE HIGHWAY 29 AND COUNTY ROUTE 523, 45.0 M (147.6 FT) SOUTHEAST OF
 KV6090'THE CENTERLINE INTERSECTION, 2.1 M (6.9 FT) WEST OF THE NORTHWESTERLY
 KV6090'OF TWO BELL TELEPHONE MANHOLES, 11.7 M (38.4 FT) SOUTH OF THE
 KV6090'SOUTHEAST CORNER OF A 4 FOOT HIGH STONE WALL, 11.2 M (36.7 FT)
 KV6090'SOUTHEAST OF POLE NUMBER NJ 34SB 505, 0.4 M (1.3 FT) NORTHEAST OF THE
 KV6090'FACE OF THE CURB, 5.4 M (17.7 FT) NORTHEAST OF THE CENTERLINE OF ROUTE
 KV6090'26, 12.3 M (40.4 FT) NORTHWEST OF POLE NJ 33SP, 26.0 M (85.3 FT) WEST
 KV6090'NORTHWEST OF THE SOUTHWEST CORNER OF A 2.5 STORY HOUSE, NUMBER 8, THE
 KV6090'MARK IS NORTHEAST AND ACROSS THE ROAD FROM HOUSE NUMBER 11, 0.4 M
 KV6090'(1.3 FT) BELOW THE GROUND.   THE MONUMENT WAS FOUND LEANING TO THE
 KV6090'SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6061 ***********************************************************************
 KV6061  DESIGNATION -  7631
 KV6061  PID         -  KV6061
 KV6061  STATE/COUNTY-  NJ/HUNTERDON
 KV6061  USGS QUAD   -  STOCKTON (1981)
 KV6061
 KV6061                         *CURRENT SURVEY CONTROL
 KV6061  ___________________________________________________________________
 KV6061* NAD 83(1986)-  40 22 37.     (N)    074 56 56.     (W)     SCALED    
 KV6061* NAVD 88     -        21.714  (meters)      71.24   (feet)  ADJUSTED  
 KV6061  ___________________________________________________________________
 KV6061  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KV6061  DYNAMIC HT  -          21.703 (meters)      71.20  (feet)  COMP
 KV6061  MODELED GRAV-     980,147.8   (mgal)                       NAVD 88
 KV6061
 KV6061  VERT ORDER  -  FIRST     CLASS I
 KV6061
 KV6061.The horizontal coordinates were scaled from a topographic map and have
 KV6061.an estimated accuracy of +/- 6 seconds.
 KV6061
 KV6061.The orthometric height was determined by differential leveling
 KV6061.and adjusted by the National Geodetic Survey in June 1991..
 KV6061
 KV6061.The geoid height was determined by GEOID03.
 KV6061
 KV6061.The dynamic height is computed by dividing the NAVD 88
 KV6061.geopotential number by the normal gravity value computed on the
 KV6061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6061.degrees latitude (g = 980.6199 gals.).
 KV6061
 KV6061.The modeled gravity was interpolated from observed gravity values.
 KV6061
 KV6061;                    North         East    Units  Estimated Accuracy
 KV6061;SPC NJ       -   171,460.      111,880.      MT  (+/- 180 meters Scaled)
 KV6061
 KV6061                          SUPERSEDED SURVEY CONTROL
 KV6061
 KV6061  NGVD 29 (01/10/92)   21.988  (m)           72.14   (f) ADJUSTED    1 1
 KV6061
 KV6061.Superseded values are not recommended for survey control.
 KV6061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6061.See file dsdata.txt to determine how the superseded data were derived.
 KV6061
 KV6061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK043695(NAD 83)
 KV6061_MARKER: DD = SURVEY DISK
 KV6061_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6061_SP_SET: SIDEWALK
 KV6061_STAMPING: 7631
 KV6061_MARK LOGO: NJGS  
 KV6061_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6061+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1989
 KV6061
 KV6061  HISTORY     - Date     Condition        Report By
 KV6061  HISTORY     - 1939     MONUMENTED       NJGS
 KV6061  HISTORY     - 19891101 GOOD             NJGS
 KV6061
 KV6061                          STATION DESCRIPTION
 KV6061
 KV6061'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6061'TO REACH STATION FROM THE JUNCTION OF ROUTE 179 AND UNION STREET, IN
 KV6061'LAMBERTVILLE, GO NORTH ON UNION STREET FOR 1.3 KM (0.80 MI) TO THE
 KV6061'MARK SET IN EAST EDGE OF SIDEWALK ON WEST SIDE OF UNION STREET. 1.29 M
 KV6061'(4.2 FT) WEST FROM DRILL HOLE IN CONCRETE CURB, 9.53 M (31.3 FT)
 KV6061'NORTHEAST FROM NORTHEAST CORNER OF A 2 STORY BRICK DWELLING NUMBER
 KV6061'265, 10.41 M (34.2 FT) SOUTHEAST FROM SOUTHEAST CORNER OF 2 STORY
 KV6061'FRAME DWELLING NUMBER 271, 11.0 M (36.1 FT) WEST FROM POWER POLE
 KV6061'70696LF AND 14.99 M (49.2 FT) NORTHWEST FROM NORTHWEST CORNER OF 2
 KV6061'STORY STUCCO DWELLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6060 ***********************************************************************
 KV6060  DESIGNATION -  7633
 KV6060  PID         -  KV6060
 KV6060  STATE/COUNTY-  NJ/HUNTERDON
 KV6060  USGS QUAD   -  LAMBERTVILLE (1995)
 KV6060
 KV6060                         *CURRENT SURVEY CONTROL
 KV6060  ___________________________________________________________________
 KV6060* NAD 83(1986)-  40 22 15.     (N)    074 56 48.     (W)     SCALED    
 KV6060* NAVD 88     -        23.730  (meters)      77.85   (feet)  ADJUSTED  
 KV6060  ___________________________________________________________________
 KV6060  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KV6060  DYNAMIC HT  -          23.719 (meters)      77.82  (feet)  COMP
 KV6060  MODELED GRAV-     980,147.9   (mgal)                       NAVD 88
 KV6060
 KV6060  VERT ORDER  -  FIRST     CLASS I
 KV6060
 KV6060.The horizontal coordinates were scaled from a topographic map and have
 KV6060.an estimated accuracy of +/- 6 seconds.
 KV6060
 KV6060.The orthometric height was determined by differential leveling
 KV6060.and adjusted by the National Geodetic Survey in June 1991..
 KV6060
 KV6060.The geoid height was determined by GEOID03.
 KV6060
 KV6060.The dynamic height is computed by dividing the NAVD 88
 KV6060.geopotential number by the normal gravity value computed on the
 KV6060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6060.degrees latitude (g = 980.6199 gals.).
 KV6060
 KV6060.The modeled gravity was interpolated from observed gravity values.
 KV6060
 KV6060;                    North         East    Units  Estimated Accuracy
 KV6060;SPC NJ       -   170,780.      112,070.      MT  (+/- 180 meters Scaled)
 KV6060
 KV6060                          SUPERSEDED SURVEY CONTROL
 KV6060
 KV6060  NGVD 29 (01/10/92)   24.005  (m)           78.76   (f) ADJUSTED    1 1
 KV6060
 KV6060.Superseded values are not recommended for survey control.
 KV6060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6060.See file dsdata.txt to determine how the superseded data were derived.
 KV6060
 KV6060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK045689(NAD 83)
 KV6060_MARKER: DD = SURVEY DISK
 KV6060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6060_SP_SET: CONCRETE POST
 KV6060_STAMPING: 7633 78.690
 KV6060_MARK LOGO: NJGS  
 KV6060_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6060+STABILITY: SURFACE MOTION
 KV6060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6060+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1988
 KV6060
 KV6060  HISTORY     - Date     Condition        Report By
 KV6060  HISTORY     - 1939     MONUMENTED       NJGS
 KV6060  HISTORY     - 19881020 GOOD             NJGS
 KV6060
 KV6060                          STATION DESCRIPTION
 KV6060
 KV6060'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6060'0.56 KM (0.35 MI) NORTH ALONG NORTH UNION STREET FROM THE JUNCTION
 KV6060'WITH STATE ROUTE 179, BRIDGE STREET, IN LAMBERTVILLE TO DELAWARE
 KV6060'AVENUE AND THE MARK IN THE NORTHWEST QUADRANT. THE MARK IS SET 9.2 M
 KV6060'(30.2 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A BLUE FRAME HOUSE, 3.7
 KV6060'M (12.1 FT) NORTH OF POWER POLE 70608L, 2.74 M (9.0 FT) SOUTH OF A
 KV6060'FIREPLUG, 0.4 M (1.3 FT) WEST OF THE CURB AND .05 M (0.2 FT) BELOW
 KV6060'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF5266 ***********************************************************************
 DF5266  DESIGNATION -  7689.47
 DF5266  PID         -  DF5266
 DF5266  STATE/COUNTY-  NJ/MERCER
 DF5266  USGS QUAD   -  TRENTON EAST (1981)
 DF5266
 DF5266                         *CURRENT SURVEY CONTROL
 DF5266  ___________________________________________________________________
 DF5266* NAD 83(1996)-  40 12 07.51510(N)    074 38 03.71540(W)     ADJUSTED  
 DF5266* NAVD 88     -        28.2    (meters)      93.     (feet)  GPS OBS   
 DF5266  ___________________________________________________________________
 DF5266  X           -   1,292,628.093 (meters)                     COMP
 DF5266  Y           -  -4,703,874.785 (meters)                     COMP
 DF5266  Z           -   4,095,146.497 (meters)                     COMP
 DF5266  LAPLACE CORR-           4.90  (seconds)                    DEFLEC99
 DF5266  ELLIP HEIGHT-          -4.58  (meters)          (04/17/03) GPS OBS
 DF5266  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 DF5266
 DF5266  HORZ ORDER  -  FIRST
 DF5266  ELLP ORDER  -  THIRD     CLASS I
 DF5266
 DF5266.The horizontal coordinates were established by GPS observations
 DF5266.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DF5266
 DF5266.The orthometric height was determined by GPS observations and a
 DF5266.high-resolution geoid model.
 DF5266
 DF5266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5266
 DF5266.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5266
 DF5266.The ellipsoidal height was determined by GPS observations
 DF5266.and is referenced to NAD 83.
 DF5266
 DF5266.The geoid height was determined by GEOID03.
 DF5266
 DF5266;                    North         East     Units Scale Factor Converg.
 DF5266;SPC NJ       -   151,959.929   138,561.059   MT  0.99990161   -0 05 12.2
 DF5266;SPC NJ       -   498,555.20    454,595.74   sFT  0.99990161   -0 05 12.2
 DF5266;UTM  18      - 4,450,251.441   531,118.295   MT  0.99961192   +0 14 09.6
 DF5266
 DF5266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5266!SPC NJ       -   1.00000072  x   0.99990161  =   0.99990233
 DF5266!UTM  18      -   1.00000072  x   0.99961192  =   0.99961264
 DF5266
 DF5266                          SUPERSEDED SURVEY CONTROL
 DF5266
 DF5266.No superseded survey control is available for this station.
 DF5266
 DF5266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3111850251(NAD 83)
 DF5266_MARKER: DD = SURVEY DISK
 DF5266_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF5266_STAMPING: 7689.47
 DF5266_MARK LOGO: NJGS  
 DF5266_PROJECTION: FLUSH
 DF5266_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5266+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DF5266
 DF5266  HISTORY     - Date     Condition        Report By
 DF5266  HISTORY     - 2001     MONUMENTED       NJGS
 DF5266  HISTORY     - 20020202 GOOD             NJGS
 DF5266
 DF5266                          STATION DESCRIPTION
 DF5266
 DF5266'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DF5266'THE STATION IS LOCATED IN WASHINGTON TOWNSHIP IN THE CENTER GRASS
 DF5266'MEDIAN OF
 DF5266'INTERSTATE HIGHWAY 195, JUST EAST FROM THE INTERSECTION OF U.S.
 DF5266'HIGHWAY 130 AT MILE POINT
 DF5266'4.98.
 DF5266' 
 DF5266'THE STATION IS 61.3 M EAST FROM THE GUIDE RAIL AT THE EAST END OF THE
 DF5266'BRIDGE CARRYING
 DF5266'INTERSTATE HIGHWAY 195 EASTBOUND OVER U.S. ROUTE 130, 7.5 M NORTH FROM
 DF5266'THE NORTH EDGE
 DF5266'OF THE EASTBOUND LANES OF INTERSTATE HIGHWAY 195, 7.9 M SOUTH FROM THE
 DF5266'SOUTH EDGE OF
 DF5266'THE WEST BOUND LANES OF INTERSTATE HIGHWAY 195,  6.6 M SOUTH SOUTHWEST
 DF5266'FROM A
 DF5266'WITNESS SIGN ATTACHED TO THE STEEL GUIDE RAIL ON THE SOUTH SIDE OF THE
 DF5266'WESTBOUND
 DF5266'LANES OF INTERSTATE HIGHWAY 195, 49.3 M WEST ALONG THE MEDIAN FROM
 DF5266'MILE POST 5.0, AND IS
 DF5266'0.50 M NORTH FROM A METAL WITNESS POST.  THE DATUM POINT IS A LARGE
 DF5266'PUNCH MARK DIRECTLY
 DF5266'UNDER THE SECOND LETTER T IN THE WORD STATION.  THE STATION IS SET
 DF5266'FLUSH WITH THE
 DF5266'GROUND.
 DF5266'
 DF5266'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0257 ***********************************************************************
 JU0257  DESIGNATION -  77
 JU0257  PID         -  JU0257
 JU0257  STATE/COUNTY-  NJ/OCEAN
 JU0257  USGS QUAD   -  WHITING (1971)
 JU0257
 JU0257                         *CURRENT SURVEY CONTROL
 JU0257  ___________________________________________________________________
 JU0257* NAD 83(1986)-  39 53 28.     (N)    074 26 16.     (W)     SCALED    
 JU0257* NAVD 88     -        44.575  (meters)     146.24   (feet)  ADJUSTED  
 JU0257  ___________________________________________________________________
 JU0257  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JU0257  DYNAMIC HT  -          44.554 (meters)     146.17  (feet)  COMP
 JU0257  MODELED GRAV-     980,159.9   (mgal)                       NAVD 88
 JU0257
 JU0257  VERT ORDER  -  SECOND    CLASS 0
 JU0257
 JU0257.The horizontal coordinates were scaled from a topographic map and have
 JU0257.an estimated accuracy of +/- 6 seconds.
 JU0257
 JU0257.The orthometric height was determined by differential leveling
 JU0257.and adjusted by the National Geodetic Survey in June 1991..
 JU0257
 JU0257.The geoid height was determined by GEOID03.
 JU0257
 JU0257.The dynamic height is computed by dividing the NAVD 88
 JU0257.geopotential number by the normal gravity value computed on the
 JU0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0257.degrees latitude (g = 980.6199 gals.).
 JU0257
 JU0257.The modeled gravity was interpolated from observed gravity values.
 JU0257
 JU0257;                    North         East    Units  Estimated Accuracy
 JU0257;SPC NJ       -   117,430.      155,320.      MT  (+/- 180 meters Scaled)
 JU0257
 JU0257                          SUPERSEDED SURVEY CONTROL
 JU0257
 JU0257  NGVD 29 (??/??/??)   44.959  (m)          147.50   (f) ADJUSTED    2 0
 JU0257
 JU0257.Superseded values are not recommended for survey control.
 JU0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0257.See file dsdata.txt to determine how the superseded data were derived.
 JU0257
 JU0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK480158(NAD 83)
 JU0257_MARKER: Z = SEE DESCRIPTION
 JU0257_SETTING: 0 = UNSPECIFIED SETTING
 JU0257_SP_SET: BASE
 JU0257_MARK LOGO: NONE  
 JU0257_MAGNETIC: I = MARKER IS A STEEL ROD
 JU0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0257+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1995
 JU0257
 JU0257  HISTORY     - Date     Condition        Report By
 JU0257  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0257  HISTORY     - 1935     GOOD             CGS
 JU0257  HISTORY     - 1954     GOOD             CGS
 JU0257  HISTORY     - 19950303 GOOD             NJGS
 JU0257  HISTORY     - 20050717 POOR             GEOCAC
 JU0257
 JU0257                          STATION DESCRIPTION
 JU0257
 JU0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0257'0.8 MI SW FROM PASADENA.
 JU0257'ABOUT 0.8 MILE SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 JU0257'FROM THE STATION AT PASADENA, OCEAN COUNTY, AT MILEPOST 77, IN
 JU0257'THE TOP OF THE BASE, AND 13 FEET NORTHWEST OF THE CENTER LINE
 JU0257'OF THE TRACK, 10-1/2 FEET NORTHWEST OF THE NORTHWEST RAIL.  A
 JU0257'RAISED METAL LUG PROJECTING 0.7 FOOT ABOVE GROUND.
 JU0257
 JU0257                          STATION RECOVERY (1954)
 JU0257
 JU0257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 JU0257'RECOVERED IN GOOD CONDITION.
 JU0257
 JU0257                          STATION RECOVERY (1995)
 JU0257
 JU0257'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0257'THE STATION IS LOCATED IN MANCHESTER TOWNSHIP ON THE NORTH SIDE OF THE
 JU0257'FORMER CENTRAL NEW JERSEY RAILROAD RIGHT OF WAY, NOW ABANDONED.  TO
 JU0257'REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 72 AND
 JU0257'CHATSWORTH PASADENA ROAD IN BURLINGTON COUNTY, AT THE FORMER CENTRAL
 JU0257'NEW JERSEY RAILROAD OVERPASS, GO NORTHEAST ON CHATSWORTH PASADENA
 JU0257'ROAD, A PAVED ROAD THAT PARALLELS THE TRACK, FOR 1.7 MI (2.7 KM) TO A
 JU0257'WYE JUNCTION AT THE WOODMANSIE STONE AND GRAVEL QUARRY.  BEAR TO THE
 JU0257'LEFT AND CONTINUE NORTHEAST ON CHATSWORTH PASADENA ROAD FOR 0.3 MI
 JU0257'(0.5 KM) TO A REVERSE WYE JUNCTION AT ANOTHER ENTRANCE TO THE QUARRY.
 JU0257'CONTINUE NORTHEAST ON THE PAVED ROAD FOR 1.35 MI (2.17 KM) TO A STOP
 JU0257'SIGN AT A TEE JUNCTION WITH MOUNT MISERY ROAD AND THE COUNTY LINE.
 JU0257'TURN RIGHT, CROSS TRACK, BEAR TO THE LEFT AND REMAIN ON THE PAVED ROAD
 JU0257'FOR 0.9 MI (1.4 KM) TO THE STATION ON THE LEFT, SET ON THE SOUTHEAST
 JU0257'SIDE OF AN IRON POST AND BASE FOR MILE MARKER 77, A RAISED LUG.  THE
 JU0257'IRON POST IS ABOUT 0.8 FT (24.4 CM) SQUARE AT THE BASE AND IS ABOUT
 JU0257'4.5 FT (1.4 M) HIGH.  THE MILE MARKER CAP IS MISSING.  THE STATION IS
 JU0257'10.5 FT (3.2 M) NORTHWEST FROM THE NORTHWEST RAIL OF THE ABANDONED
 JU0257'TRACK, 85 FT (25.9 M) NORTHWEST FROM THE CENTERLINE OF CHATSWORTH
 JU0257'PASADENA ROAD AND 67 FT (20.4 M) NORTH FROM POLE NUMBER JC 1724 MC.
 JU0257
 JU0257                          STATION RECOVERY (2005)
 JU0257
 JU0257'RECOVERY NOTE BY GEOCACHING 2005 (GJT)
 JU0257'THE STEEL POST AND THE CAP HAVE BEEN REMOVED, AND ALL THAT IS LEFT IS
 JU0257'THE CEMENT BASE. THE COORDINATES ARE 39 53 28.7 (N)  074 26 17.6  (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1017 ***********************************************************************
 KV1017  DESIGNATION -  77.08 PRR
 KV1017  PID         -  KV1017
 KV1017  STATE/COUNTY-  NJ/BURLINGTON
 KV1017  USGS QUAD   -  COLUMBUS (1981)
 KV1017
 KV1017                         *CURRENT SURVEY CONTROL
 KV1017  ___________________________________________________________________
 KV1017* NAD 83(1986)-  40 04 13.     (N)    074 43 23.     (W)     SCALED    
 KV1017* NAVD 88     -        23.226  (meters)      76.20   (feet)  ADJUSTED  
 KV1017  ___________________________________________________________________
 KV1017  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KV1017  DYNAMIC HT  -          23.216 (meters)      76.17  (feet)  COMP
 KV1017  MODELED GRAV-     980,201.8   (mgal)                       NAVD 88
 KV1017
 KV1017  VERT ORDER  -  SECOND    CLASS 0
 KV1017
 KV1017.The horizontal coordinates were scaled from a topographic map and have
 KV1017.an estimated accuracy of +/- 6 seconds.
 KV1017
 KV1017.The orthometric height was determined by differential leveling
 KV1017.and adjusted by the National Geodetic Survey in June 1991..
 KV1017
 KV1017.The geoid height was determined by GEOID03.
 KV1017
 KV1017.The dynamic height is computed by dividing the NAVD 88
 KV1017.geopotential number by the normal gravity value computed on the
 KV1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1017.degrees latitude (g = 980.6199 gals.).
 KV1017
 KV1017.The modeled gravity was interpolated from observed gravity values.
 KV1017
 KV1017;                    North         East    Units  Estimated Accuracy
 KV1017;SPC NJ       -   137,340.      130,970.      MT  (+/- 180 meters Scaled)
 KV1017
 KV1017                          SUPERSEDED SURVEY CONTROL
 KV1017
 KV1017  NGVD 29 (??/??/??)   23.588  (m)           77.39   (f) ADJUSTED    2 0
 KV1017
 KV1017.Superseded values are not recommended for survey control.
 KV1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1017.See file dsdata.txt to determine how the superseded data were derived.
 KV1017
 KV1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK236355(NAD 83)
 KV1017_MARKER: B = BOLT
 KV1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1017+STABILITY: SURFACE MOTION
 KV1017
 KV1017  HISTORY     - Date     Condition        Report By
 KV1017  HISTORY     - 1935     MONUMENTED       PRR
 KV1017  HISTORY     - 1935     GOOD             CGS
 KV1017
 KV1017                          STATION DESCRIPTION
 KV1017
 KV1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1017'AT COLUMBUS.
 KV1017'AT COLUMBUS, BURLINGTON COUNTY, 10 FEET NORTHWEST OF THE
 KV1017'PENNSYLVANIA RAILROAD STATION, AND 12 FEET EAST OF THE CENTERLINE
 KV1017'OF THE TRACK.  COPPER BOLT SET IN STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0417 ***********************************************************************
 LY0417  DESIGNATION -  778.6
 LY0417  PID         -  LY0417
 LY0417  STATE/COUNTY-  NJ/MORRIS
 LY0417  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY0417
 LY0417                         *CURRENT SURVEY CONTROL
 LY0417  ___________________________________________________________________
 LY0417* NAD 83(1986)-  41 02 54.     (N)    074 26 40.     (W)     SCALED    
 LY0417* NAVD 88     -       237.085  (meters)     777.84   (feet)  ADJUSTED  
 LY0417  ___________________________________________________________________
 LY0417  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 LY0417  DYNAMIC HT  -         236.980 (meters)     777.49  (feet)  COMP
 LY0417  MODELED GRAV-     980,173.9   (mgal)                       NAVD 88
 LY0417
 LY0417  VERT ORDER  -  FIRST     CLASS II
 LY0417
 LY0417.The horizontal coordinates were scaled from a topographic map and have
 LY0417.an estimated accuracy of +/- 6 seconds.
 LY0417
 LY0417.The orthometric height was determined by differential leveling
 LY0417.and adjusted by the National Geodetic Survey in June 1991..
 LY0417
 LY0417.The geoid height was determined by GEOID03.
 LY0417
 LY0417.The dynamic height is computed by dividing the NAVD 88
 LY0417.geopotential number by the normal gravity value computed on the
 LY0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0417.degrees latitude (g = 980.6199 gals.).
 LY0417
 LY0417.The modeled gravity was interpolated from observed gravity values.
 LY0417
 LY0417;                    North         East    Units  Estimated Accuracy
 LY0417;SPC NJ       -   245,920.      154,670.      MT  (+/- 180 meters Scaled)
 LY0417
 LY0417                          SUPERSEDED SURVEY CONTROL
 LY0417
 LY0417  NGVD 29 (??/??/92)  237.287  (m)          778.50   (f) ADJ UNCH    1 2
 LY0417
 LY0417.Superseded values are not recommended for survey control.
 LY0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0417.See file dsdata.txt to determine how the superseded data were derived.
 LY0417
 LY0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL466442(NAD 83)
 LY0417_MARKER: X = CHISELED CROSS
 LY0417_SETTING: 0 = UNSPECIFIED SETTING
 LY0417_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0417+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1991
 LY0417
 LY0417  HISTORY     - Date     Condition        Report By
 LY0417  HISTORY     - UNK      MONUMENTED       NJGS
 LY0417  HISTORY     - 1934     GOOD             NGS
 LY0417  HISTORY     - 19910712 SEE DESCRIPTION  NJGS
 LY0417
 LY0417                          STATION DESCRIPTION
 LY0417
 LY0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0417'AT NEWFOUNDLAND.
 LY0417'AT NEWFOUNDLAND, MORRIS COUNTY, 125 FEET WEST OF THE NEW YORK,
 LY0417'SUSQUEHANNA AND WESTERN RAILROAD STATION, AT THE RAILROAD WATER
 LY0417'TANK, ON THE CONCRETE BASE OF THE SOUTHWEST INTERIOR COLUMN
 LY0417'SUPPORT, 15.5 FEET NORTH OF THE NORTH RAIL, AND 1.7 FEET HIGHER
 LY0417'THAN THE GROUND.  A CHISELED CROSS.
 LY0417
 LY0417                          STATION RECOVERY (1991)
 LY0417
 LY0417'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 LY0417'THE STATION WAS SEARCHED FOR AND NOT RECOVERED.  THE STATION IS
 LY0417'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0258 ***********************************************************************
 JU0258  DESIGNATION -  78
 JU0258  PID         -  JU0258
 JU0258  STATE/COUNTY-  NJ/BURLINGTON
 JU0258  USGS QUAD   -  WHITING (1971)
 JU0258
 JU0258                         *CURRENT SURVEY CONTROL
 JU0258  ___________________________________________________________________
 JU0258* NAD 83(1986)-  39 52 49.     (N)    074 27 02.     (W)     SCALED    
 JU0258* NAVD 88     -        43.475  (meters)     142.63   (feet)  ADJUSTED  
 JU0258  ___________________________________________________________________
 JU0258  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JU0258  DYNAMIC HT  -          43.455 (meters)     142.57  (feet)  COMP
 JU0258  MODELED GRAV-     980,159.1   (mgal)                       NAVD 88
 JU0258
 JU0258  VERT ORDER  -  SECOND    CLASS 0
 JU0258
 JU0258.The horizontal coordinates were scaled from a topographic map and have
 JU0258.an estimated accuracy of +/- 6 seconds.
 JU0258
 JU0258.The orthometric height was determined by differential leveling
 JU0258.and adjusted by the National Geodetic Survey in June 1991..
 JU0258
 JU0258.The geoid height was determined by GEOID03.
 JU0258
 JU0258.The dynamic height is computed by dividing the NAVD 88
 JU0258.geopotential number by the normal gravity value computed on the
 JU0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0258.degrees latitude (g = 980.6199 gals.).
 JU0258
 JU0258.The modeled gravity was interpolated from observed gravity values.
 JU0258
 JU0258;                    North         East    Units  Estimated Accuracy
 JU0258;SPC NJ       -   116,220.      154,230.      MT  (+/- 180 meters Scaled)
 JU0258
 JU0258                          SUPERSEDED SURVEY CONTROL
 JU0258
 JU0258  NGVD 29 (??/??/??)   43.859  (m)          143.89   (f) ADJUSTED    2 0
 JU0258
 JU0258.Superseded values are not recommended for survey control.
 JU0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0258.See file dsdata.txt to determine how the superseded data were derived.
 JU0258
 JU0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK469146(NAD 83)
 JU0258_MARKER: Z = SEE DESCRIPTION
 JU0258_SETTING: 0 = UNSPECIFIED SETTING
 JU0258_SP_SET: BASE
 JU0258_MARK LOGO: NONE  
 JU0258_MAGNETIC: I = MARKER IS A STEEL ROD
 JU0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0258+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1995
 JU0258
 JU0258  HISTORY     - Date     Condition        Report By
 JU0258  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0258  HISTORY     - 1935     GOOD             CGS
 JU0258  HISTORY     - 1947     GOOD             CGS
 JU0258  HISTORY     - 19950303 GOOD             NJGS
 JU0258  HISTORY     - 20050717 POOR             GEOCAC
 JU0258
 JU0258                          STATION DESCRIPTION
 JU0258
 JU0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0258'1.8 MI SW FROM PASADENA.
 JU0258'ABOUT 1.8 MILES SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 JU0258'FROM THE STATION AT PASADENA.  OCEAN COUNTY, AT MILEPOST 78, IN
 JU0258'THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER LINE OF
 JU0258'THE TRACK.  A RAISED LUG.
 JU0258
 JU0258                          STATION RECOVERY (1947)
 JU0258
 JU0258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JU0258'RECOVERED IN GOOD CONDITION.
 JU0258
 JU0258                          STATION RECOVERY (1995)
 JU0258
 JU0258'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0258'THE STATION IS LOCATED IN WOODLAND TOWNSHIP ON THE NORTH SIDE OF THE
 JU0258'FORMER CENTRAL NEW JERSEY RAILROAD RIGHT OF WAY, NOW ABANDONED.  TO
 JU0258'REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 72 AND
 JU0258'CHATSWORTH PASADENA ROAD, AT THE FORMER CENTRAL NEW JERSEY RAILROAD
 JU0258'OVERPASS, GO NORTHEAST ON CHATSWORTH PASADENA ROAD, A PAVED ROAD THAT
 JU0258'PARALLELS THE TRACK, FOR 1.7 MI (2.7 KM) TO A WYE JUNCTION AT THE
 JU0258'WOODMANSIE STONE AND GRAVEL QUARRY.  BEAR TO THE LEFT AND CONTINUE
 JU0258'NORTHEAST ON CHATSWORTH PASADENA ROAD FOR 0.3 MI (0.5 KM) TO A REVERSE
 JU0258'WYE JUNCTION AT ANOTHER ENTRANCE TO THE QUARRY.  CONTINUE NORTHEAST ON
 JU0258'THE PAVED ROAD FOR 1.05 MI (1.69 KM) TO THE STATION ON THE RIGHT, SET
 JU0258'ON THE SOUTHEAST SIDE OF AN IRON POST AND BASE FOR MILE MARKER 78, A
 JU0258'RAISED LUG WITH THE RAISED LETTERS BM NEXT TO IT. THE IRON POST IS
 JU0258'ABOUT 0.8 FT (24.4 CM) SQUARE AT THE BASE, ABOUT 4.5 FT (1.4 M) HIGH
 JU0258'AND IS TOPPED WITH AN IRON CAP WITH THE RAISED NUMBER 78 ON ALL SIDES.
 JU0258'THE STATION IS 9.2 FT (2.8 M) NORTHWEST FROM THE NORTHWEST RAIL OF THE
 JU0258'ABANDONED TRACK, 92 FT (28.0 M) SOUTH FROM THE CENTERLINE OF
 JU0258'CHATSWORTH PASADENA ROAD AND ABOUT 0.1 MI (0.2 KM) SOUTHWEST FROM THE
 JU0258'TEE JUNCTION WITH MOUNT MISERY ROAD AT THE ABANDONED GRADE CROSSING
 JU0258'AND THE COUNTY LINE.
 JU0258
 JU0258                          STATION RECOVERY (2005)
 JU0258
 JU0258'RECOVERY NOTE BY GEOCACHING 2005 (GJT)
 JU0258'THE STEEL POST AND THE CAP HAVE BEEN REMOVED, AND ALL THAT IS LEFT IS
 JU0258'THE CEMENT BASE. THE COORDINATES ARE 39 52 49.7 (N)  074 27 02.4  (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7270 ***********************************************************************
 AC7270  DESIGNATION -  7836
 AC7270  PID         -  AC7270
 AC7270  STATE/COUNTY-  NJ/BURLINGTON
 AC7270  USGS QUAD   -  NEW GRETNA (1977)
 AC7270
 AC7270                         *CURRENT SURVEY CONTROL
 AC7270  ___________________________________________________________________
 AC7270* NAD 83(1986)-  39 35 34.     (N)    074 25 29.     (W)     SCALED    
 AC7270* NAVD 88     -         1.613  (meters)       5.29   (feet)  ADJUSTED  
 AC7270  ___________________________________________________________________
 AC7270  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 AC7270  DYNAMIC HT  -           1.613 (meters)       5.29  (feet)  COMP
 AC7270  MODELED GRAV-     980,156.7   (mgal)                       NAVD 88
 AC7270
 AC7270  VERT ORDER  -  FIRST     CLASS I
 AC7270
 AC7270.The horizontal coordinates were scaled from a topographic map and have
 AC7270.an estimated accuracy of +/- 6 seconds.
 AC7270
 AC7270.The orthometric height was determined by differential leveling
 AC7270.and adjusted by the National Geodetic Survey in April 1997..
 AC7270
 AC7270.The geoid height was determined by GEOID03.
 AC7270
 AC7270.The dynamic height is computed by dividing the NAVD 88
 AC7270.geopotential number by the normal gravity value computed on the
 AC7270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7270.degrees latitude (g = 980.6199 gals.).
 AC7270
 AC7270.The modeled gravity was interpolated from observed gravity values.
 AC7270
 AC7270;                    North         East    Units  Estimated Accuracy
 AC7270;SPC NJ       -    84,310.      156,470.      MT  (+/- 180 meters Scaled)
 AC7270
 AC7270                          SUPERSEDED SURVEY CONTROL
 AC7270
 AC7270.No superseded survey control is available for this station.
 AC7270
 AC7270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ493827(NAD 83)
 AC7270_MARKER: DD = SURVEY DISK
 AC7270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7270_STAMPING: 7836
 AC7270_MARK LOGO: NJGS  
 AC7270_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7270+STABILITY: SURFACE MOTION
 AC7270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC7270+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1996
 AC7270
 AC7270  HISTORY     - Date     Condition        Report By
 AC7270  HISTORY     - UNK      MONUMENTED       NJGS
 AC7270  HISTORY     - 19960625 GOOD             NJGS
 AC7270
 AC7270                          STATION DESCRIPTION
 AC7270
 AC7270'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1996 (RJK)
 AC7270'THE STATION IS LOCATED IN BASS RIVER TOWNSHIP, ON THE SOUTH SIDE OF
 AC7270'U.S.  HIGHWAY 9.  TO REACH THE STATION FROM THE GARDEN STATE PARKWAY
 AC7270'BRIDGE SPANNING U.S.  HIGHWAY 9 IN NEW GRETNA, GO ABOUT 0.9 MI (1.4
 AC7270'KM) EAST ON NORTHBOUND U.S.  HIGHWAY 9 TO THE STATION ON THE LEFT.
 AC7270'THE STATION IS ABOUT136 FT EAST OF POLE NUMBER 710, 76 FT (23.2 M)
 AC7270'SOUTHEAST AND ACROSS THE ROAD FROM POLE NUMBER 12369 AND 25 FT (7.6 M)
 AC7270'SOUTH OD THE CENTERLINE OF THE HIGHWAY, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0418 ***********************************************************************
 LY0418  DESIGNATION -  784.4
 LY0418  PID         -  LY0418
 LY0418  STATE/COUNTY-  NJ/MORRIS
 LY0418  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY0418
 LY0418                         *CURRENT SURVEY CONTROL
 LY0418  ___________________________________________________________________
 LY0418* NAD 83(1986)-  41 03 01.     (N)    074 27 53.     (W)     SCALED    
 LY0418* NAVD 88     -       238.826  (meters)     783.55   (feet)  ADJUSTED  
 LY0418  ___________________________________________________________________
 LY0418  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 LY0418  DYNAMIC HT  -         238.719 (meters)     783.20  (feet)  COMP
 LY0418  MODELED GRAV-     980,172.1   (mgal)                       NAVD 88
 LY0418
 LY0418  VERT ORDER  -  FIRST     CLASS II
 LY0418
 LY0418.The horizontal coordinates were scaled from a topographic map and have
 LY0418.an estimated accuracy of +/- 6 seconds.
 LY0418
 LY0418.The orthometric height was determined by differential leveling
 LY0418.and adjusted by the National Geodetic Survey in June 1991..
 LY0418
 LY0418.The geoid height was determined by GEOID03.
 LY0418
 LY0418.The dynamic height is computed by dividing the NAVD 88
 LY0418.geopotential number by the normal gravity value computed on the
 LY0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0418.degrees latitude (g = 980.6199 gals.).
 LY0418
 LY0418.The modeled gravity was interpolated from observed gravity values.
 LY0418
 LY0418;                    North         East    Units  Estimated Accuracy
 LY0418;SPC NJ       -   246,130.      152,970.      MT  (+/- 180 meters Scaled)
 LY0418
 LY0418                          SUPERSEDED SURVEY CONTROL
 LY0418
 LY0418  NGVD 29 (??/??/92)  239.026  (m)          784.20   (f) ADJ UNCH    1 2
 LY0418
 LY0418.Superseded values are not recommended for survey control.
 LY0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0418.See file dsdata.txt to determine how the superseded data were derived.
 LY0418
 LY0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL449444(NAD 83)
 LY0418_MARKER: X = CHISELED CROSS
 LY0418_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LY0418_SP_SET: EAST BRIDGE CURB
 LY0418_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0418+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1991
 LY0418
 LY0418  HISTORY     - Date     Condition        Report By
 LY0418  HISTORY     - UNK      MONUMENTED       NJGS
 LY0418  HISTORY     - 1942     GOOD             NGS
 LY0418  HISTORY     - 19910712 SEE DESCRIPTION  NJGS
 LY0418
 LY0418                          STATION DESCRIPTION
 LY0418
 LY0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0418'1.2 MI W FROM NEWFOUNDLAND.
 LY0418'1.2 MILES WEST ALONG THE NEW YORK SUSQUEHANNA AND WESTERN
 LY0418'RAILROAD FROM THE STATION AT NEWFOUNDLAND, ABOUT 445 FEET WEST
 LY0418'OF MILEPOST 46, 63 FEET SOUTH OF THE SOUTH RAIL, AT THE MIDDLE OF
 LY0418'A CONCRETE ARCH HIGHWAY BRIDGE OVER PEQUANNOCK RIVER, 9 FEET
 LY0418'EAST OF THE CENTERLINE OF THE MACADAM ROAD, AND ON THE TOP OF
 LY0418'THE CONCRETE CURB ALONG THE EAST SIDE OF THE BRIDGE.  A CHISELED
 LY0418'CROSS.
 LY0418
 LY0418                          STATION RECOVERY (1991)
 LY0418
 LY0418'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 LY0418'THE STATION WAS SEARCHED FOR AND NOT RECOVERED.  IT APPEARS THAT EAST
 LY0418'BRIDGE CURB HAS BEEN REPAIRED SINCE THE LAST RECOVERY.  THE STATION
 LY0418'IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6972 ***********************************************************************
 AM6972  DESIGNATION -  7868
 AM6972  PID         -  AM6972
 AM6972  STATE/COUNTY-  NJ/ATLANTIC
 AM6972  USGS QUAD   -  OCEAN CITY (1994)
 AM6972
 AM6972                         *CURRENT SURVEY CONTROL
 AM6972  ___________________________________________________________________
 AM6972* NAD 83(1986)-  39 19 05.     (N)    074 35 56.     (W)     SCALED    
 AM6972* NAVD 88     -         7.944  (meters)      26.06   (feet)  ADJUSTED  
 AM6972  ___________________________________________________________________
 AM6972  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 AM6972  DYNAMIC HT  -           7.940 (meters)      26.05  (feet)  COMP
 AM6972  MODELED GRAV-     980,105.4   (mgal)                       NAVD 88
 AM6972
 AM6972  VERT ORDER  -  FIRST     CLASS II
 AM6972
 AM6972.The horizontal coordinates were scaled from a topographic map and have
 AM6972.an estimated accuracy of +/- 6 seconds.
 AM6972
 AM6972.The orthometric height was determined by differential leveling
 AM6972.and adjusted by the National Geodetic Survey in March 2005..
 AM6972
 AM6972.The geoid height was determined by GEOID03.
 AM6972
 AM6972.The dynamic height is computed by dividing the NAVD 88
 AM6972.geopotential number by the normal gravity value computed on the
 AM6972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6972.degrees latitude (g = 980.6199 gals.).
 AM6972
 AM6972.The modeled gravity was interpolated from observed gravity values.
 AM6972
 AM6972;                    North         East    Units  Estimated Accuracy
 AM6972;SPC NJ       -    53,810.      141,470.      MT  (+/- 180 meters Scaled)
 AM6972
 AM6972                          SUPERSEDED SURVEY CONTROL
 AM6972
 AM6972.No superseded survey control is available for this station.
 AM6972
 AM6972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ345521(NAD 83)
 AM6972_MARKER: DD = SURVEY DISK
 AM6972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM6972_STAMPING: 7868
 AM6972_MARK LOGO: NJGS  
 AM6972_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM6972+STABILITY: SURFACE MOTION
 AM6972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6972+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2000
 AM6972
 AM6972  HISTORY     - Date     Condition        Report By
 AM6972  HISTORY     - 1939     MONUMENTED       NJGS
 AM6972  HISTORY     - 20000828 GOOD             NJGS
 AM6972
 AM6972                          STATION DESCRIPTION
 AM6972
 AM6972'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (JVS)
 AM6972'THE STATION IS LOCATED IN THE CITY OF SOMERS POINT.  TO REACH THE
 AM6972'STATION FROM THE SOMERS POINT CIRCLE, GO 0.6 MI (1.0 KM) NORTHEAST ON
 AM6972'SHORE ROAD TO CONNECTICUT AVENUE, TURN LEFT AND GO 0.3 MI (0.5 KM)
 AM6972'NORTHWEST TO THE STATION ON THE LEFT AT THE INTERSECTION WITH 4TH
 AM6972'STREET.  THE STATION IS 0.6 M (2.0 FT) NORTHWEST FROM THE CURB OF 4TH
 AM6972'STREET, 6.15 M (20.18 FT) NORTHWEST FROM THE CENTERLINE OF 4TH STREET,
 AM6972'8.6 M (28.2 FT) SOUTHWEST FROM THE CENTERLINE OF CONNECTICUT AVENUE,
 AM6972'4.0 M (13.1 FT) SOUTH FROM AN INLET, 10.5 M (34.4 FT) SOUTHWEST FROM
 AM6972'THE MANHOLE AT THE CENTERLINES OF THE TWO STREETS. THE STATION IS 0.3
 AM6972'M (1.0 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6973 ***********************************************************************
 AM6973  DESIGNATION -  7869
 AM6973  PID         -  AM6973
 AM6973  STATE/COUNTY-  NJ/ATLANTIC
 AM6973  USGS QUAD   -  OCEAN CITY (1994)
 AM6973
 AM6973                         *CURRENT SURVEY CONTROL
 AM6973  ___________________________________________________________________
 AM6973* NAD 83(1986)-  39 18 52.     (N)    074 36 03.     (W)     SCALED    
 AM6973* NAVD 88     -         4.993  (meters)      16.38   (feet)  ADJUSTED  
 AM6973  ___________________________________________________________________
 AM6973  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 AM6973  DYNAMIC HT  -           4.991 (meters)      16.37  (feet)  COMP
 AM6973  MODELED GRAV-     980,104.8   (mgal)                       NAVD 88
 AM6973
 AM6973  VERT ORDER  -  FIRST     CLASS II
 AM6973
 AM6973.The horizontal coordinates were scaled from a topographic map and have
 AM6973.an estimated accuracy of +/- 6 seconds.
 AM6973
 AM6973.The orthometric height was determined by differential leveling
 AM6973.and adjusted by the National Geodetic Survey in March 2005..
 AM6973
 AM6973.The geoid height was determined by GEOID03.
 AM6973
 AM6973.The dynamic height is computed by dividing the NAVD 88
 AM6973.geopotential number by the normal gravity value computed on the
 AM6973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6973.degrees latitude (g = 980.6199 gals.).
 AM6973
 AM6973.The modeled gravity was interpolated from observed gravity values.
 AM6973
 AM6973;                    North         East    Units  Estimated Accuracy
 AM6973;SPC NJ       -    53,410.      141,310.      MT  (+/- 180 meters Scaled)
 AM6973
 AM6973                          SUPERSEDED SURVEY CONTROL
 AM6973
 AM6973.No superseded survey control is available for this station.
 AM6973
 AM6973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ344517(NAD 83)
 AM6973_MARKER: DD = SURVEY DISK
 AM6973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM6973_STAMPING: 7869
 AM6973_MARK LOGO: NJGS  
 AM6973_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM6973+STABILITY: SURFACE MOTION
 AM6973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6973+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2000
 AM6973
 AM6973  HISTORY     - Date     Condition        Report By
 AM6973  HISTORY     - 1939     MONUMENTED       NJGS
 AM6973  HISTORY     - 20000828 GOOD             NJGS
 AM6973
 AM6973                          STATION DESCRIPTION
 AM6973
 AM6973'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6973'THE STATION IS LOCATED IN THE CITY OF SOMERS POINT.  TO REACH THE
 AM6973'STATION FROM THE SOMERS POINT CIRCLE GO O.35 MI NORTHEAST ON SHORE
 AM6973'ROAD TO THE INTERSECTION WITH NEW JERSEY AVENUE, TURN LEFT AND GO O.25
 AM6973'MI NORTHWEST TO THE STATION ON THE RIGHT AT THE INTERSECTION WITH 4TH
 AM6973'STREET.  THE STATION IS 2.85 M (9.35 FT) SOUTHEAST FROM THE SOUTHEAST
 AM6973'CURB OF 4TH STREET, 2.85 M (9.35 FT) NORTHEAST FROM THE NORTHEAST CURB
 AM6973'OF NEW JERSEY AVENUE, 16.35 M (53.64 FT) M SOUTHEAST FROM WOOD UTILITY
 AM6973'POLE NUMBER P 25581, 11.8 M (38.7 FT) EAST FROM A MANHOLE AT THE
 AM6973'INTERSECTION OF THE STREETS.  SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4366 ***********************************************************************
 AI4366  DESIGNATION -  7903
 AI4366  PID         -  AI4366
 AI4366  STATE/COUNTY-  NJ/GLOUCESTER
 AI4366  USGS QUAD   -  BRIDGEPORT (1995)
 AI4366
 AI4366                         *CURRENT SURVEY CONTROL
 AI4366  ___________________________________________________________________
 AI4366* NAD 83(1996)-  39 47 19.93225(N)    075 20 36.82908(W)     ADJUSTED  
 AI4366* NAVD 88     -         4.0    (meters)      13.     (feet)  GPS OBS   
 AI4366  ___________________________________________________________________
 AI4366  X           -   1,241,763.392 (meters)                     COMP
 AI4366  Y           -  -4,748,025.401 (meters)                     COMP
 AI4366  Z           -   4,059,981.430 (meters)                     COMP
 AI4366  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AI4366  ELLIP HEIGHT-         -29.02  (meters)          (09/25/02) GPS OBS
 AI4366  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AI4366
 AI4366  HORZ ORDER  -  FIRST
 AI4366  ELLP ORDER  -  FOURTH    CLASS I
 AI4366
 AI4366.The horizontal coordinates were established by GPS observations
 AI4366.and adjusted by the National Geodetic Survey in March 2000..
 AI4366
 AI4366.The orthometric height was determined by GPS observations and a
 AI4366.high-resolution geoid model.
 AI4366
 AI4366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4366
 AI4366.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4366
 AI4366.The ellipsoidal height was determined by GPS observations
 AI4366.and is referenced to NAD 83.
 AI4366
 AI4366.The geoid height was determined by GEOID03.
 AI4366
 AI4366;                    North         East     Units Scale Factor Converg.
 AI4366;SPC NJ       -   106,414.832    77,750.231   MT  0.99996424   -0 32 23.5
 AI4366;SPC NJ       -   349,129.33    255,085.55   sFT  0.99996424   -0 32 23.5
 AI4366;UTM  18      - 4,404,380.732   470,583.359   MT  0.99961065   -0 13 11.5
 AI4366
 AI4366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4366!SPC NJ       -   1.00000455  x   0.99996424  =   0.99996879
 AI4366!UTM  18      -   1.00000455  x   0.99961065  =   0.99961520
 AI4366
 AI4366                          SUPERSEDED SURVEY CONTROL
 AI4366
 AI4366  ELLIP H (03/31/00)  -29.01   (m)                       GP(       ) 3 1
 AI4366
 AI4366.Superseded values are not recommended for survey control.
 AI4366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4366.See file dsdata.txt to determine how the superseded data were derived.
 AI4366
 AI4366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7058304381(NAD 83)
 AI4366_MARKER: DD = SURVEY DISK
 AI4366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4366_STAMPING: 7903
 AI4366_MARK LOGO: NJDCED
 AI4366_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4366+STABILITY: SURFACE MOTION
 AI4366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4366+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 AI4366
 AI4366  HISTORY     - Date     Condition        Report By
 AI4366  HISTORY     - 1939     MONUMENTED       NJDCED
 AI4366  HISTORY     - 19990621 GOOD             NJGS
 AI4366  HISTORY     - 20050415 GOOD             INDIV
 AI4366
 AI4366                          STATION DESCRIPTION
 AI4366
 AI4366'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (ECB)
 AI4366'THE STATION IS LOCATED IN LOGAN TOWNSHIP ON THE SOUTHEAST SIDE OF U.S.
 AI4366'HIGHWAY 322.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 AI4366'HIGHWAYS 130 AND 322 IN BRIDGEPORT, GO SOUTHEAST ON U.S. HIGHWAY 322
 AI4366'FOR 1.1 MI (1.8 KM) TO THE STATION ON THE RIGHT, SET 0.1 M (0.3 FT)
 AI4366'BELOW THE GROUND ON TOP OF AN EARTH EMBANKMENT, OPPOSITE AND ACROSS
 AI4366'THE ROAD FROM A LARGE FOR SALE SIGN IN FRONT OF A CULTIVATED FIELD.
 AI4366'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 322 AND
 AI4366'INTERSTATE HIGHWAY 295 AT INTERCHANGE 11, GO NORTHWEST ON U.S.
 AI4366'HIGHWAY 322 FOR 0.7 MI (1.1 KM) TO THE STATION ON THE LEFT.  THE
 AI4366'STATION IS 13.8 M (45.3 FT) SOUTHWEST FROM THE CENTERLINE OF U.S.
 AI4366'HIGHWAY 322, 2.3 M (7.5 FT) NORTH NORTHWEST FROM AN INLET, 7.3 M (24.0
 AI4366'FT) SOUTHWEST FROM THE SOUTHWEST LEG OF A GREEN PAINTED TRAFFIC SIGN
 AI4366'WITH THE WORDS MULLICA HILL 7, GLASSBORO 14, WILLIAMSTOWN 21 AND
 AI4366'ATLANTIC CITY 63 AND 176 M (577.4 FT) SOUTH FROM THE CENTERLINE OF THE
 AI4366'PAVED EASTERLY ENTRANCE DRIVE LEADING TO THE SAFETY KLEEN CHEMICAL
 AI4366'COMPANY.
 AI4366
 AI4366                          STATION RECOVERY (2005)
 AI4366
 AI4366'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (GE)
 AI4366'RECOVERED IN GOOD CONDITION,NO CHANGES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4418 ***********************************************************************
 JU4418  DESIGNATION -  8 A 1
 JU4418  PID         -  JU4418
 JU4418  STATE/COUNTY-  NJ/GLOUCESTER
 JU4418  USGS QUAD   -  BUENA (1970)
 JU4418
 JU4418                         *CURRENT SURVEY CONTROL
 JU4418  ___________________________________________________________________
 JU4418* NAD 83(1996)-  39 32 33.33547(N)    074 57 51.63665(W)     ADJUSTED  
 JU4418* NAVD 88     -        35.8    (meters)     117.     (feet)  GPS OBS   
 JU4418  ___________________________________________________________________
 JU4418  X           -   1,277,695.466 (meters)                     COMP
 JU4418  Y           -  -4,756,581.897 (meters)                     COMP
 JU4418  Z           -   4,038,952.682 (meters)                     COMP
 JU4418  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 JU4418  ELLIP HEIGHT-           2.08  (meters)          (09/25/02) GPS OBS
 JU4418  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JU4418
 JU4418  HORZ ORDER  -  FIRST
 JU4418  ELLP ORDER  -  FOURTH    CLASS I
 JU4418
 JU4418.The horizontal coordinates were established by GPS observations
 JU4418.and adjusted by the National Geodetic Survey in May 1999..
 JU4418
 JU4418.The orthometric height was determined by GPS observations and a
 JU4418.high-resolution geoid model.
 JU4418
 JU4418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4418
 JU4418.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4418
 JU4418.The ellipsoidal height was determined by GPS observations
 JU4418.and is referenced to NAD 83.
 JU4418
 JU4418.The geoid height was determined by GEOID03.
 JU4418
 JU4418;                    North         East     Units Scale Factor Converg.
 JU4418;SPC NJ       -    78,836.463   110,088.523   MT  0.99991961   -0 17 44.3
 JU4418;SPC NJ       -   258,649.30    361,182.10   sFT  0.99991961   -0 17 44.3
 JU4418;UTM  18      - 4,376,992.151   503,063.838   MT  0.99960012   +0 01 21.7
 JU4418
 JU4418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4418!SPC NJ       -   0.99999967  x   0.99991961  =   0.99991928
 JU4418!UTM  18      -   0.99999967  x   0.99960012  =   0.99959979
 JU4418
 JU4418                          SUPERSEDED SURVEY CONTROL
 JU4418
 JU4418  ELLIP H (05/14/99)    2.05   (m)                       GP(       ) 4 1
 JU4418  NAD 83(1992)-  39 32 33.33420(N)    074 57 51.63627(W) AD(       ) 1
 JU4418
 JU4418.Superseded values are not recommended for survey control.
 JU4418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4418.See file dsdata.txt to determine how the superseded data were derived.
 JU4418
 JU4418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0306476992(NAD 83)
 JU4418_MARKER: DD = SURVEY DISK
 JU4418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4418_SP_SET: CONCRETE POST
 JU4418_STAMPING: 8 A 1 1993
 JU4418_MARK LOGO: NJGS  
 JU4418_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4418+STABILITY: SURFACE MOTION
 JU4418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4418+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1999
 JU4418
 JU4418  HISTORY     - Date     Condition        Report By
 JU4418  HISTORY     - 1993     MONUMENTED       NJGS
 JU4418  HISTORY     - 19990719 GOOD             NJGS
 JU4418
 JU4418                          STATION DESCRIPTION
 JU4418
 JU4418'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 JU4418'THE STATION IS LOCATED IN RANKLIN TOWNSHIP.  TO REACH THE STATION FROM
 JU4418'THE INTERSECTION OF STATE ROUTE 55 AND U.S. HIGHWAY 40, GO EAST ON
 JU4418'U.S. HIGHWAY 40 FOR 6.8 MI (10.9 KM) TO THE VINELAND DOWNSTOWN
 JU4418'AIRPORT AND THE STATION ON THE RIGHT.  THE STATION IS 45.5 M
 JU4418'(149.3 FT) SOUTHWEST FROM THE CENTERLINE OF U.S. HIGHWAY 40, 24.1 M
 JU4418'(79.1 FT) WEST FROM THE WIND SOCK POLE, 7.6 M (24.9 FT) SOUTH FROM
 JU4418'THE WEST CORNER OF AN 8.0 M (26.2 FT) BY 5.0 M (16.4 FT) CONCRETE
 JU4418'PAD, 6.5 M (21.3 FT) WEST FROM THE SOUTH CORNER OF AN 8.0 M
 JU4418'(26.2 FT) BY 5.0 M (16.4 FT) CONCRETE PAD AND 50.0 M (164.0 FT) WEST
 JU4418'NORTHWEST FROM THE WEST CORNER OF THE AIRPORT OFFICE BUILDING.  THE
 JU4418'STATION IS SET FLUSH ON THE APPROXIMATE CENTERLINE OF THE RUNWAY
 JU4418'NUMBER.
 JU4418
 JU4418                          STATION RECOVERY (1999)
 JU4418
 JU4418'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (ECB)
 JU4418'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4419 ***********************************************************************
 JU4419  DESIGNATION -  8 B 1
 JU4419  PID         -  JU4419
 JU4419  STATE/COUNTY-  NJ/GLOUCESTER
 JU4419  USGS QUAD   -  BUENA (1970)
 JU4419
 JU4419                         *CURRENT SURVEY CONTROL
 JU4419  ___________________________________________________________________
 JU4419* NAD 83(1996)-  39 32 04.79426(N)    074 57 58.41581(W)     ADJUSTED  
 JU4419* NAVD 88     -        36.1    (meters)     118.     (feet)  GPS OBS   
 JU4419  ___________________________________________________________________
 JU4419  X           -   1,277,684.546 (meters)                     COMP
 JU4419  Y           -  -4,757,165.297 (meters)                     COMP
 JU4419  Z           -   4,038,274.060 (meters)                     COMP
 JU4419  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 JU4419  ELLIP HEIGHT-           2.40  (meters)          (09/25/02) GPS OBS
 JU4419  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JU4419
 JU4419  HORZ ORDER  -  FIRST
 JU4419  ELLP ORDER  -  FOURTH    CLASS I
 JU4419
 JU4419.The horizontal coordinates were established by GPS observations
 JU4419.and adjusted by the National Geodetic Survey in May 1999..
 JU4419
 JU4419.The orthometric height was determined by GPS observations and a
 JU4419.high-resolution geoid model.
 JU4419
 JU4419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4419
 JU4419.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4419
 JU4419.The ellipsoidal height was determined by GPS observations
 JU4419.and is referenced to NAD 83.
 JU4419
 JU4419.The geoid height was determined by GEOID03.
 JU4419
 JU4419;                    North         East     Units Scale Factor Converg.
 JU4419;SPC NJ       -    77,957.157   109,922.106   MT  0.99991977   -0 17 48.4
 JU4419;SPC NJ       -   255,764.44    360,636.11   sFT  0.99991977   -0 17 48.4
 JU4419;UTM  18      - 4,376,112.215   502,902.359   MT  0.99960010   +0 01 17.4
 JU4419
 JU4419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4419!SPC NJ       -   0.99999962  x   0.99991977  =   0.99991939
 JU4419!UTM  18      -   0.99999962  x   0.99960010  =   0.99959972
 JU4419
 JU4419                          SUPERSEDED SURVEY CONTROL
 JU4419
 JU4419  ELLIP H (05/14/99)    2.38   (m)                       GP(       ) 4 1
 JU4419  NAD 83(1992)-  39 32 04.79299(N)    074 57 58.41545(W) AD(       ) 1
 JU4419
 JU4419.Superseded values are not recommended for survey control.
 JU4419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4419.See file dsdata.txt to determine how the superseded data were derived.
 JU4419
 JU4419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0290276112(NAD 83)
 JU4419_MARKER: DD = SURVEY DISK
 JU4419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4419_SP_SET: CONCRETE POST
 JU4419_STAMPING: 8 B 1 1993
 JU4419_MARK LOGO: NJGS  
 JU4419_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4419+STABILITY: SURFACE MOTION
 JU4419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4419+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1999
 JU4419
 JU4419  HISTORY     - Date     Condition        Report By
 JU4419  HISTORY     - 1993     MONUMENTED       NJGS
 JU4419  HISTORY     - 19990719 GOOD             NJGS
 JU4419
 JU4419                          STATION DESCRIPTION
 JU4419
 JU4419'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 JU4419'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP.  TO REACH THE STATION
 JU4419'FROM THE INTERSECTION OF STATE ROUTE 55 AND U.S. HIGHWAY 40, GO EAST
 JU4419'ON U.S. HIGHWAY 40 FOR 7.3 MI (11.7 KM) TO THE INTERSECTION WITH
 JU4419'BREWSTER ROAD.  TURN RIGHT AND GO 0.45 MI (0.72 KM) ON BREWSTER ROAD
 JU4419'TO THE INTERSECTION WITH WEYMOUTH ROAD.  TURN RIGHT AND GO 0.4 MI
 JU4419'(0.6 KM) TO THE STATION ON THE RIGHT AT THE SOUTH END OF THE RUNWAY
 JU4419'OF THE VINELAND DOWNSTOWN AIRPORT. THE STATION IS 40 M (131.2 FT)
 JU4419'WEST NORTHWEST FROM THE WEST EDGE OF A DIRT ROAD RUNNING PARALLEL TO
 JU4419'THE RUNWAY, 36.5 M (119.8 FT) EAST SOUTHEAST FROM THE EDGE EXTENDED
 JU4419'OF A DIRT ROAD RUNNING SOUTH FROM WEYMOUTH ROAD, 30.0 M (98.4 FT)
 JU4419'WEST NORTHWEST FROM A 2 INCH DIAMETER STEEL PIPE AT THE SOUTHEAST END
 JU4419'OF THE RUNWAY AND 10.0 M (32.8 FT) NORTH NORTHEAST FROM THE
 JU4419'CENTERLINE OF WEYMOUTH ROAD.  THE STATION IS SET FLUSH WITH GROUND ON
 JU4419'THE APPROXIMATE CENTERLINE OF THE RUNWAY.
 JU4419
 JU4419                          STATION RECOVERY (1999)
 JU4419
 JU4419'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (ECB)
 JU4419'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4333 ***********************************************************************
 AI4333  DESIGNATION -  8 C 1
 AI4333  PID         -  AI4333
 AI4333  STATE/COUNTY-  NJ/GLOUCESTER
 AI4333  USGS QUAD   -  WOODBURY (1995)
 AI4333
 AI4333                         *CURRENT SURVEY CONTROL
 AI4333  ___________________________________________________________________
 AI4333* NAD 83(1996)-  39 49 03.84388(N)    075 09 45.55531(W)     ADJUSTED  
 AI4333* NAVD 88     -        10.0    (meters)      33.     (feet)  GPS OBS   
 AI4333  ___________________________________________________________________
 AI4333  X           -   1,256,224.738 (meters)                     COMP
 AI4333  Y           -  -4,742,102.275 (meters)                     COMP
 AI4333  Z           -   4,062,447.427 (meters)                     COMP
 AI4333  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AI4333  ELLIP HEIGHT-         -22.92  (meters)          (09/25/02) GPS OBS
 AI4333  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 AI4333
 AI4333  HORZ ORDER  -  FIRST
 AI4333  ELLP ORDER  -  FOURTH    CLASS I
 AI4333
 AI4333.The horizontal coordinates were established by GPS observations
 AI4333.and adjusted by the National Geodetic Survey in March 2000..
 AI4333
 AI4333.The orthometric height was determined by GPS observations and a
 AI4333.high-resolution geoid model.
 AI4333
 AI4333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4333
 AI4333.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4333
 AI4333.The ellipsoidal height was determined by GPS observations
 AI4333.and is referenced to NAD 83.
 AI4333
 AI4333.The geoid height was determined by GEOID03.
 AI4333
 AI4333;                    North         East     Units Scale Factor Converg.
 AI4333;SPC NJ       -   109,489.038    93,268.678   MT  0.99993961   -0 25 27.6
 AI4333;SPC NJ       -   359,215.29    305,998.99   sFT  0.99993961   -0 25 27.6
 AI4333;UTM  18      - 4,407,540.493   486,079.034   MT  0.99960239   -0 06 15.0
 AI4333
 AI4333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4333!SPC NJ       -   1.00000360  x   0.99993961  =   0.99994321
 AI4333!UTM  18      -   1.00000360  x   0.99960239  =   0.99960598
 AI4333
 AI4333                          SUPERSEDED SURVEY CONTROL
 AI4333
 AI4333  ELLIP H (03/31/00)  -22.92   (m)                       GP(       ) 3 1
 AI4333
 AI4333.Superseded values are not recommended for survey control.
 AI4333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4333.See file dsdata.txt to determine how the superseded data were derived.
 AI4333
 AI4333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8607907540(NAD 83)
 AI4333_MARKER: DD = SURVEY DISK
 AI4333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4333_STAMPING: 8 C 1 1994
 AI4333_MARK LOGO: NJGS  
 AI4333_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4333+STABILITY: SURFACE MOTION
 AI4333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4333+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AI4333
 AI4333  HISTORY     - Date     Condition        Report By
 AI4333  HISTORY     - 1994     MONUMENTED       NJGS
 AI4333
 AI4333                          STATION DESCRIPTION
 AI4333
 AI4333'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AI4333'THE STATION IS LOCATED IN THE BOROUGH OF WOODBURY HEIGHTS ON THE
 AI4333'SOUTHEAST SIDE OF STATE ROUTE 45, ALSO KNOWN AS MANTUA AVENUE.  TO
 AI4333'REACH THE STATION FROM THE INTERSECTION OF THE SOUTHBOUND LANES OF
 AI4333'INTERSTATE HIGHWAY 295 AND STATE ROUTE 45 AT INTERCHANGE 24A, GO SOUTH
 AI4333'ON STATE ROUTE 45 FOR 3.2 MI (5.1 KM) TO THE INTERSECTION WITH ELM
 AI4333'AVENUE AND THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND IN A
 AI4333'TRIANGULAR GRASS ISLAND AT THE SOUTHEAST CORNER OF THE INTERSECTION.
 AI4333'THE STATION IS 24.7 M (81.0 FT) SOUTH SOUTHEAST FROM A 1.0 M (3.3 FT)
 AI4333'SQUARE STAINLESS STEEL TRAFFIC SIGNAL CONTROL BOX, 24.3 M (79.7 FT)
 AI4333'SOUTH FROM A FIRE HYDRANT, 6.1 M (20.0 FT) WEST FROM AN INLET ON THE
 AI4333'EXIT RAMP OF STATE ROUTE 45 LEADING TO ELM AVENUE, 11.9 M (39.0 FT)
 AI4333'SOUTH FROM AN INLET IN THE TRIANGULAR GRASS ISLAND, 34.8 M (114.2 FT)
 AI4333'SOUTH SOUTHEAST FROM A TRAFFIC SIGNAL POLE AT THE NORTH CORNER OF THE
 AI4333'TRIANGULAR GRASS ISLAND, 27.8 M (91.2 FT) SOUTHEAST FROM THE EAST CURB
 AI4333'LINE OF THE NORTHBOUND LANES OF STATE ROUTE 45 AND 26.4 M (86.6 FT)
 AI4333'SOUTHEAST FROM POLE NUMBER 60 162 WH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4356 ***********************************************************************
 AI4356  CBN         -  This is a Cooperative Base Network Control Station.
 AI4356  DESIGNATION -  8 D 1
 AI4356  PID         -  AI4356
 AI4356  STATE/COUNTY-  NJ/GLOUCESTER
 AI4356  USGS QUAD   -  PITMAN WEST (1995)
 AI4356
 AI4356                         *CURRENT SURVEY CONTROL
 AI4356  ___________________________________________________________________
 AI4356* NAD 83(1996)-  39 43 24.10507(N)    075 13 29.01868(W)     ADJUSTED  
 AI4356* NAVD 88     -        25.4    (meters)      83.     (feet)  GPS OBS   
 AI4356  ___________________________________________________________________
 AI4356  X           -   1,252,798.932 (meters)                     COMP
 AI4356  Y           -  -4,749,953.105 (meters)                     COMP
 AI4356  Z           -   4,054,403.541 (meters)                     COMP
 AI4356  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AI4356  ELLIP HEIGHT-          -7.73  (meters)          (09/24/01) GPS OBS
 AI4356  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 AI4356
 AI4356  HORZ ORDER  -  A
 AI4356  ELLP ORDER  -  FOURTH    CLASS I
 AI4356
 AI4356.The horizontal coordinates were established by GPS observations
 AI4356.and adjusted by the National Geodetic Survey in September 2001..
 AI4356
 AI4356.The orthometric height was determined by GPS observations and a
 AI4356.high-resolution geoid model.
 AI4356
 AI4356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4356
 AI4356.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4356
 AI4356.The ellipsoidal height was determined by GPS observations
 AI4356.and is referenced to NAD 83.
 AI4356
 AI4356.The geoid height was determined by GEOID03.
 AI4356
 AI4356;                    North         East     Units Scale Factor Converg.
 AI4356;SPC NJ       -    99,053.001    87,869.622   MT  0.99994751   -0 27 47.4
 AI4356;SPC NJ       -   324,976.39    288,285.58   sFT  0.99994751   -0 27 47.4
 AI4356;UTM  18      - 4,397,078.037   480,740.142   MT  0.99960457   -0 08 37.0
 AI4356
 AI4356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4356!SPC NJ       -   1.00000121  x   0.99994751  =   0.99994872
 AI4356!UTM  18      -   1.00000121  x   0.99960457  =   0.99960578
 AI4356
 AI4356                          SUPERSEDED SURVEY CONTROL
 AI4356
 AI4356  NAD 83(1996)-  39 43 24.10501(N)    075 13 29.01858(W) AD(       ) 1
 AI4356  ELLIP H (03/31/00)   -7.73   (m)                       GP(       ) 3 1
 AI4356
 AI4356.Superseded values are not recommended for survey control.
 AI4356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4356.See file dsdata.txt to determine how the superseded data were derived.
 AI4356
 AI4356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8074097078(NAD 83)
 AI4356_MARKER: DD = SURVEY DISK
 AI4356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4356_STAMPING: 8 D 1 1999
 AI4356_MARK LOGO: NJGS  
 AI4356_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4356+STABILITY: SURFACE MOTION
 AI4356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4356+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2005
 AI4356
 AI4356  HISTORY     - Date     Condition        Report By
 AI4356  HISTORY     - 1999     MONUMENTED       NJGS
 AI4356  HISTORY     - 20001003 GOOD             NJGS
 AI4356  HISTORY     - 20051108 GOOD             GEOCAC
 AI4356
 AI4356                          STATION DESCRIPTION
 AI4356
 AI4356'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 AI4356'THE STATION IS LOCATED IN HARRISON TOWNSHIP ON THE NORTHEAST SIDE OF
 AI4356'COMMISSIONERS ROAD, COUNTY ROAD 581 AND ON THE GROUNDS OF THE ELLA
 AI4356'HARRIS RECREATION PARK, A MUNICIPAL PARK.  TO REACH THE STATION FROM
 AI4356'THE INTERSECTION OF STATE ROUTES 45 AND 77, GO SOUTH ON STATE ROUTE 77
 AI4356'FOR 0.20 MI (0.32 KM) TO THE WYE JUNCTION WITH COUNTY ROAD 581. BEAR
 AI4356'TO THE RIGHT AND GO SOUTHWEST ON COUNTY ROAD 581 FOR 0.55 MI (0.89 KM)
 AI4356'TO THE NORTHERLY ENTRANCE DRIVE LEADING INTO A PAVED PARKING LOT FOR
 AI4356'THE PARK ON THE LEFT.  TURN LEFT INTO THE PARKING LOT AND GO SOUTH
 AI4356'ABOUT 50 M (164.0 FT) TO THE END OF THE PARKING LOT AND THE STATION
 AI4356'AHEAD, SET FLUSH WITH THE GROUND, BEYOND AN ASPHALT PAVED WALKWAY
 AI4356'CIRCLING THE PARK.  THE STATION IS 25.1 M (82.3 FT) SOUTHEAST FROM
 AI4356'WOOD UTILITY POLE NUMBER 10159 ACE ON THE NORTHEAST SIDE OF COUNTY
 AI4356'ROAD 581, 12.3 M (40.4 FT) WEST FROM A 4 FT (1.2 M) HIGH CHAIN LINK
 AI4356'FENCE POST AT THE SOUTHWEST CORNER OF A BALL FIELD, 11.9 M (39.0 FT)
 AI4356'SOUTHWEST FROM A MULTIPLE SIGN WITNESS POST WITH WITNESS SIGN ATTACHED
 AI4356'AT THE SOUTHEAST CORNER OF THE PARKING LOT, 1.4 M (4.6 FT) SOUTH FROM
 AI4356'THE SOUTH EDGE OF THE ASPHALT WALKWAY, 27.7 M (90.9 FT) NORTHEAST FROM
 AI4356'A WELLHEAD INSIDE A WOODEN BOX AND 20.9 M (68.6 FT) NORTHEAST FROM THE
 AI4356'NORTH END OF A 4 FT (1.2 M) HIGH CHAIN LINK FENCE ON THE NORTHEAST
 AI4356'SIDE OF COUNTY ROAD 581.
 AI4356
 AI4356                          STATION RECOVERY (2000)
 AI4356
 AI4356'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (FGK)
 AI4356'RECOVERED AS DESCRIBED.
 AI4356'
 AI4356
 AI4356                          STATION RECOVERY (2005)
 AI4356
 AI4356'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 AI4356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4358 ***********************************************************************
 AI4358  DESIGNATION -  8 E 1
 AI4358  PID         -  AI4358
 AI4358  STATE/COUNTY-  NJ/GLOUCESTER
 AI4358  USGS QUAD   -  WOODBURY (1995)
 AI4358
 AI4358                         *CURRENT SURVEY CONTROL
 AI4358  ___________________________________________________________________
 AI4358* NAD 83(1996)-  39 51 55.04329(N)    075 07 32.78958(W)     ADJUSTED  
 AI4358* NAVD 88     -         3.4    (meters)      11.     (feet)  GPS OBS   
 AI4358  ___________________________________________________________________
 AI4358  X           -   1,258,407.165 (meters)                     COMP
 AI4358  Y           -  -4,738,018.409 (meters)                     COMP
 AI4358  Z           -   4,066,497.429 (meters)                     COMP
 AI4358  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AI4358  ELLIP HEIGHT-         -29.45  (meters)          (09/25/02) GPS OBS
 AI4358  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 AI4358
 AI4358  HORZ ORDER  -  FIRST
 AI4358  ELLP ORDER  -  FOURTH    CLASS I
 AI4358
 AI4358.The horizontal coordinates were established by GPS observations
 AI4358.and adjusted by the National Geodetic Survey in March 2000..
 AI4358
 AI4358.The orthometric height was determined by GPS observations and a
 AI4358.high-resolution geoid model.
 AI4358
 AI4358.Photographs are available for this station.
 AI4358
 AI4358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4358
 AI4358.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4358
 AI4358.The ellipsoidal height was determined by GPS observations
 AI4358.and is referenced to NAD 83.
 AI4358
 AI4358.The geoid height was determined by GEOID03.
 AI4358
 AI4358;                    North         East     Units Scale Factor Converg.
 AI4358;SPC NJ       -   114,745.984    96,462.972   MT  0.99993527   -0 24 04.0
 AI4358;SPC NJ       -   376,462.45    316,478.93   sFT  0.99993527   -0 24 04.0
 AI4358;UTM  18      - 4,412,813.447   489,242.825   MT  0.99960142   -0 04 50.2
 AI4358
 AI4358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4358!SPC NJ       -   1.00000462  x   0.99993527  =   0.99993989
 AI4358!UTM  18      -   1.00000462  x   0.99960142  =   0.99960604
 AI4358
 AI4358                          SUPERSEDED SURVEY CONTROL
 AI4358
 AI4358  ELLIP H (03/31/00)  -29.45   (m)                       GP(       ) 3 1
 AI4358
 AI4358.Superseded values are not recommended for survey control.
 AI4358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4358.See file dsdata.txt to determine how the superseded data were derived.
 AI4358
 AI4358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8924312813(NAD 83)
 AI4358_MARKER: DD = SURVEY DISK
 AI4358_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI4358_SP_SET: SOUTHEAST BRIDGE ABUTMENT
 AI4358_STAMPING: 8 E 1 1999
 AI4358_MARK LOGO: NJGS  
 AI4358_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4358+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2001
 AI4358
 AI4358  HISTORY     - Date     Condition        Report By
 AI4358  HISTORY     - 1999     MONUMENTED       NJGS
 AI4358  HISTORY     - 20010801 GOOD             NJDEP
 AI4358
 AI4358                          STATION DESCRIPTION
 AI4358
 AI4358'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 AI4358'THE STATION IS LOCATED IN THE BOROUGH OF WESTVILLE ON THE WEST SIDE OF
 AI4358'STATE ROUTE 47 WITHIN THE BOUNDARY OF THOMAS WEST PARK, A MUNICIPAL
 AI4358'PARK.  TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 47
 AI4358'AND INTERSTATE HIGHWAY 295 AT INTERCHANGE 25, GO NORTH ON STATE ROUTE
 AI4358'47 FOR 0.45 MI (0.72 KM) TO THE SKEWED INTERSECTION WITH ALMONESSON
 AI4358'AVENUE, COUNTY ROAD 621 ON THE RIGHT AND A PAVED PEDESTRIAN ENTRANCE
 AI4358'WALKWAY LEADING TO THE PARK AND THE STATION ON THE LEFT, SET FLUSH IN
 AI4358'A DRILL HOLE IN THE TOP OF THE SOUTHEAST ABUTMENT OF A SMALL TRUSS
 AI4358'BRIDGE FOR PEDESTRIAN TRAFFIC OVER AN OVERFLOW CHANNEL AT THE SOUTH
 AI4358'END OF A LARGE LAKE IN THE CENTER OF THE PARK.  THE STATION IS 10.5 M
 AI4358'(34.4 FT) NORTHEAST FROM WOOD UTILITY POLE NUMBER 836 AND 52.0 M
 AI4358'(170.6 FT) WEST FROM THE WEST CURB OF STATE ROUTE 47.
 AI4358
 AI4358                          STATION RECOVERY (2001)
 AI4358
 AI4358'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2001 (DEW)
 AI4358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4357 ***********************************************************************
 AI4357  DESIGNATION -  8 F 1
 AI4357  PID         -  AI4357
 AI4357  STATE/COUNTY-  NJ/GLOUCESTER
 AI4357  USGS QUAD   -  WOODBURY (1995)
 AI4357
 AI4357                         *CURRENT SURVEY CONTROL
 AI4357  ___________________________________________________________________
 AI4357* NAD 83(1996)-  39 46 36.50030(N)    075 07 28.55670(W)     ADJUSTED  
 AI4357* NAVD 88     -        22.3    (meters)      73.     (feet)  GPS OBS   
 AI4357  ___________________________________________________________________
 AI4357  X           -   1,260,123.238 (meters)                     COMP
 AI4357  Y           -  -4,744,087.169 (meters)                     COMP
 AI4357  Z           -   4,058,963.775 (meters)                     COMP
 AI4357  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AI4357  ELLIP HEIGHT-         -10.69  (meters)          (09/25/02) GPS OBS
 AI4357  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AI4357
 AI4357  HORZ ORDER  -  FIRST
 AI4357  ELLP ORDER  -  FOURTH    CLASS I
 AI4357
 AI4357.The horizontal coordinates were established by GPS observations
 AI4357.and adjusted by the National Geodetic Survey in March 2000..
 AI4357
 AI4357.The orthometric height was determined by GPS observations and a
 AI4357.high-resolution geoid model.
 AI4357
 AI4357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4357
 AI4357.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4357
 AI4357.The ellipsoidal height was determined by GPS observations
 AI4357.and is referenced to NAD 83.
 AI4357
 AI4357.The geoid height was determined by GEOID03.
 AI4357
 AI4357;                    North         East     Units Scale Factor Converg.
 AI4357;SPC NJ       -   104,921.654    96,494.983   MT  0.99993523   -0 23 58.7
 AI4357;SPC NJ       -   344,230.46    316,583.96   sFT  0.99993523   -0 23 58.7
 AI4357;UTM  18      - 4,402,992.729   489,329.711   MT  0.99960140   -0 04 47.0
 AI4357
 AI4357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4357!SPC NJ       -   1.00000168  x   0.99993523  =   0.99993691
 AI4357!UTM  18      -   1.00000168  x   0.99960140  =   0.99960308
 AI4357
 AI4357|---------------------------------------------------------------------|
 AI4357| PID    Reference Object                     Distance      Geod. Az  |
 AI4357|                                                           dddmmss.s |
 AI4357| AI4361 8 G 1                               392.470 METERS 35608     |
 AI4357|---------------------------------------------------------------------|
 AI4357
 AI4357                          SUPERSEDED SURVEY CONTROL
 AI4357
 AI4357  ELLIP H (03/31/00)  -10.69   (m)                       GP(       ) 3 1
 AI4357
 AI4357.Superseded values are not recommended for survey control.
 AI4357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4357.See file dsdata.txt to determine how the superseded data were derived.
 AI4357
 AI4357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8933002993(NAD 83)
 AI4357_MARKER: DD = SURVEY DISK
 AI4357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4357_STAMPING: 8 F 1 1999
 AI4357_MARK LOGO: NJGS  
 AI4357_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4357+STABILITY: SURFACE MOTION
 AI4357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4357+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI4357
 AI4357  HISTORY     - Date     Condition        Report By
 AI4357  HISTORY     - 1999     MONUMENTED       NJGS
 AI4357
 AI4357                          STATION DESCRIPTION
 AI4357
 AI4357'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 AI4357'THE STATION IS LOCATED IN DEPTFORD TOWNSHIP ON THE NORTHEAST SIDE OF
 AI4357'SALINA ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AI4357'ROUTES 47 AND 55 AT INTERCHANGE 56, GO NORTHWEST ON STATE ROUTE 47 FOR
 AI4357'0.25 MI (0.40 KM) TO THE INTERSECTION WITH FOX RUN ROAD.  TURN LEFT
 AI4357'AND GO SOUTHWEST THEN WEST ON FOX RUN ROAD FOR 0.7 MI (1.1 KM) TO THE
 AI4357'INTERSECTION WITH TANYARD ROAD, COUNTY ROAD 663.  TURN LEFT AND GO
 AI4357'SOUTHWEST ON TANYARD ROAD FOR 1.05 MI (1.69 KM) TO THE INTERSECTION
 AI4357'WITH SALINA ROAD.  TURN LEFT AND GO SOUTHEAST ON SALINA ROAD FOR 0.3
 AI4357'MI (0.5 KM) TO A SHARP RIGHT TURN AND THE STATION ON THE LEFT, SET
 AI4357'FLUSH WITH THE GROUND ON TOP OF AN EARTH EMBANKMENT.  THE STATION IS
 AI4357'5.3 M (17.4 FT) NORTHEAST FROM THE CENTERLINE OF SALINA ROAD, 13.9 M
 AI4357'(45.6 FT) NORTH AND ACROSS THE ROAD FROM GUY POLE NUMBER PN18086 31
 AI4357'WITH STREET LIGHT ATTACHED, 32.5 M (106.6 FT) EAST AND ACROSS THE ROAD
 AI4357'FROM WOOD UTILITY POLE NUMBER BT-263/30 PN18087 AND 1.0 M (3.3 FT)
 AI4357'WEST SOUTHWEST FROM THE NORTHWESTERN MOST YELLOW TRAFFIC SIGN FOR A
 AI4357'SHARP RIGHT TURN WITH WITNESS SIGN ATTACHED ON THE NORTHEAST SIDE OF
 AI4357'SALINA ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4361 ***********************************************************************
 AI4361  DESIGNATION -  8 G 1
 AI4361  PID         -  AI4361
 AI4361  STATE/COUNTY-  NJ/GLOUCESTER
 AI4361  USGS QUAD   -  WOODBURY (1995)
 AI4361
 AI4361                         *CURRENT SURVEY CONTROL
 AI4361  ___________________________________________________________________
 AI4361* NAD 83(1996)-  39 46 49.19665(N)    075 07 29.66817(W)     ADJUSTED  
 AI4361* NAVD 88     -        23.0    (meters)      75.     (feet)  GPS OBS   
 AI4361  ___________________________________________________________________
 AI4361  X           -   1,260,033.484 (meters)                     COMP
 AI4361  Y           -  -4,743,852.291 (meters)                     COMP
 AI4361  Z           -   4,059,265.120 (meters)                     COMP
 AI4361  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AI4361  ELLIP HEIGHT-         -10.05  (meters)          (09/25/02) GPS OBS
 AI4361  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AI4361
 AI4361  HORZ ORDER  -  FIRST
 AI4361  ELLP ORDER  -  FOURTH    CLASS I
 AI4361
 AI4361.The horizontal coordinates were established by GPS observations
 AI4361.and adjusted by the National Geodetic Survey in March 2000..
 AI4361
 AI4361.The orthometric height was determined by GPS observations and a
 AI4361.high-resolution geoid model.
 AI4361
 AI4361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4361
 AI4361.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4361
 AI4361.The ellipsoidal height was determined by GPS observations
 AI4361.and is referenced to NAD 83.
 AI4361
 AI4361.The geoid height was determined by GEOID03.
 AI4361
 AI4361;                    North         East     Units Scale Factor Converg.
 AI4361;SPC NJ       -   105,313.382    96,471.268   MT  0.99993526   -0 23 59.5
 AI4361;SPC NJ       -   345,515.65    316,506.15   sFT  0.99993526   -0 23 59.5
 AI4361;UTM  18      - 4,403,384.187   489,303.818   MT  0.99960141   -0 04 47.7
 AI4361
 AI4361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4361!SPC NJ       -   1.00000158  x   0.99993526  =   0.99993684
 AI4361!UTM  18      -   1.00000158  x   0.99960141  =   0.99960299
 AI4361
 AI4361|---------------------------------------------------------------------|
 AI4361| PID    Reference Object                     Distance      Geod. Az  |
 AI4361|                                                           dddmmss.s |
 AI4361| AI4357 8 F 1                               392.470 METERS 17608     |
 AI4361|---------------------------------------------------------------------|
 AI4361
 AI4361                          SUPERSEDED SURVEY CONTROL
 AI4361
 AI4361  ELLIP H (03/31/00)  -10.05   (m)                       GP(       ) 3 1
 AI4361
 AI4361.Superseded values are not recommended for survey control.
 AI4361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4361.See file dsdata.txt to determine how the superseded data were derived.
 AI4361
 AI4361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8930403384(NAD 83)
 AI4361_MARKER: DD = SURVEY DISK
 AI4361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4361_STAMPING: 8 G 1 1999
 AI4361_MARK LOGO: NJGS  
 AI4361_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4361+STABILITY: SURFACE MOTION
 AI4361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4361+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI4361
 AI4361  HISTORY     - Date     Condition        Report By
 AI4361  HISTORY     - 1999     MONUMENTED       NJGS
 AI4361
 AI4361                          STATION DESCRIPTION
 AI4361
 AI4361'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 AI4361'THE STATION IS LOCATED IN DEPTFORD TOWNSHIP ON THE EAST SIDE OF
 AI4361'TANYARD ROAD, COUNTY ROAD 663 AND ON THE GROUNDS OF THE GLOUCESTER
 AI4361'COUNTY COLLEGE.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AI4361'ROUTES 47 AND 55 AT INTERCHANGE 56, GO NORTHWEST ON STATE ROUTE 47 FOR
 AI4361'0.25 MI (0.40 KM) TO THE INTERSECTION WITH FOX RUN ROAD.  TURN LEFT
 AI4361'AND GO SOUTHWEST THEN WEST ON FOX RUN ROAD FOR 0.7 MI (1.1 KM) TO THE
 AI4361'INTERSECTION WITH TANYARD ROAD.  TURN LEFT AND GO SOUTHWEST ON TANYARD
 AI4361'ROAD FOR 0.5 MI (0.8 KM) TO THE ENTRANCE DRIVE LEADING TO THE
 AI4361'GLOUCESTER COUNTY COLLEGE ON THE LEFT.  TURN LEFT AND GO EAST ON THE
 AI4361'ENTRANCE DRIVE FOR 0.7 MI (1.1 KM) TO THE STUDENT PARKING LOT ON THE
 AI4361'RIGHT.  TURN RIGHT INTO THE STUDENT PARKING LOT AND GO SOUTHWEST FOR
 AI4361'ABOUT 92 M (301.8 FT) TO THE STATION ON THE RIGHT, SET FLUSH WITH THE
 AI4361'GROUND NEAR THE SOUTHWEST CORNER OF THE PARKING LOT.  THE STATION IS
 AI4361'57.0 M (187.0 FT) SOUTH FROM THE SOUTHEAST CORNER BLOCK WALL OF THE
 AI4361'BASEBALL DUGOUT ALONG THE THIRD BASE LINE OF THE BALL FIELD, 22.0 M
 AI4361'(72.2 FT) NORTH FROM THE SOUTHWEST CORNER OF THE ASPHALT PAVED PARKING
 AI4361'LOT, 10.7 M (35.1 FT) NORTHWEST AND NORMAL TO THE NORTHWEST EDGE OF
 AI4361'PAVING OF THE PARKING LOT, 15.2 M (49.9 FT) WEST FROM THE MOST
 AI4361'WESTERLY OF FIVE PINE TREES ALONG THE NORTHWEST EDGE OF THE PARKING
 AI4361'LOT AND 1.0 M (3.3 FT) NORTH FROM A METAL WITNESS POST WITH SIGN
 AI4361'ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4362 ***********************************************************************
 AI4362  DESIGNATION -  8 H 1
 AI4362  PID         -  AI4362
 AI4362  STATE/COUNTY-  NJ/GLOUCESTER
 AI4362  USGS QUAD   -  WILLIAMSTOWN (1981)
 AI4362
 AI4362                         *CURRENT SURVEY CONTROL
 AI4362  ___________________________________________________________________
 AI4362* NAD 83(1996)-  39 38 40.52307(N)    074 56 33.68835(W)     ADJUSTED  
 AI4362* NAVD 88     -        35.4    (meters)     116.     (feet)  GPS OBS   
 AI4362  ___________________________________________________________________
 AI4362  X           -   1,277,617.907 (meters)                     COMP
 AI4362  Y           -  -4,749,129.011 (meters)                     COMP
 AI4362  Z           -   4,047,679.005 (meters)                     COMP
 AI4362  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AI4362  ELLIP HEIGHT-           2.00  (meters)          (09/25/02) GPS OBS
 AI4362  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 AI4362
 AI4362  HORZ ORDER  -  FIRST
 AI4362  ELLP ORDER  -  FOURTH    CLASS I
 AI4362
 AI4362.The horizontal coordinates were established by GPS observations
 AI4362.and adjusted by the National Geodetic Survey in March 2000..
 AI4362
 AI4362.The orthometric height was determined by GPS observations and a
 AI4362.high-resolution geoid model.
 AI4362
 AI4362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4362
 AI4362.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4362
 AI4362.The ellipsoidal height was determined by GPS observations
 AI4362.and is referenced to NAD 83.
 AI4362
 AI4362.The geoid height was determined by GEOID03.
 AI4362
 AI4362;                    North         East     Units Scale Factor Converg.
 AI4362;SPC NJ       -    90,150.370   112,005.361   MT  0.99991777   -0 16 56.8
 AI4362;SPC NJ       -   295,768.34    367,470.92   sFT  0.99991777   -0 16 56.8
 AI4362;UTM  18      - 4,388,312.938   504,917.129   MT  0.99960030   +0 02 11.6
 AI4362
 AI4362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4362!SPC NJ       -   0.99999969  x   0.99991777  =   0.99991746
 AI4362!UTM  18      -   0.99999969  x   0.99960030  =   0.99959999
 AI4362
 AI4362                          SUPERSEDED SURVEY CONTROL
 AI4362
 AI4362  ELLIP H (03/31/00)    1.98   (m)                       GP(       ) 3 1
 AI4362
 AI4362.Superseded values are not recommended for survey control.
 AI4362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4362.See file dsdata.txt to determine how the superseded data were derived.
 AI4362
 AI4362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0491788313(NAD 83)
 AI4362_MARKER: DD = SURVEY DISK
 AI4362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4362_STAMPING: 8 H 1 1999
 AI4362_MARK LOGO: NJGS  
 AI4362_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4362+STABILITY: SURFACE MOTION
 AI4362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4362+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2005
 AI4362
 AI4362  HISTORY     - Date     Condition        Report By
 AI4362  HISTORY     - 1999     MONUMENTED       NJGS
 AI4362  HISTORY     - 20051229 GOOD             INDIV
 AI4362
 AI4362                          STATION DESCRIPTION
 AI4362
 AI4362'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 AI4362'THE STATION IS LOCATED IN MONROE TOWNSHIP ON THE NORTHEAST SIDE OF
 AI4362'U.S.  HIGHWAY 322.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 AI4362'HIGHWAY 322 AND MALAGA NEW BROOKLYN ROAD, COUNTY ROAD 659, GO
 AI4362'SOUTHEAST ON U.S.  HIGHWAY 322 FOR 1.60 MI (2.57 KM) TO THE STATION ON
 AI4362'THE LEFT, SET FLUSH WITH THE GROUND, OPPOSITE AND ACROSS THE ROAD FROM
 AI4362'A MOBILE HOME SALES OFFICE, IN RANGE WITH A TALL CELLULAR TELEPHONE
 AI4362'TOWER TO THE NORTHEAST AND SOUTHEAST FROM THE ENTRANCE DRIVE LEADING
 AI4362'TO THE TRACK AND WHEEL EQUIPMENT CORPORATION.  THE STATION IS 18.4 M
 AI4362'(60.4 FT) NORTH NORTHWEST FROM WOOD UTILITY POLE NUMBER PN 1661, 25.9
 AI4362'M (85.0 FT) SOUTH SOUTHEAST FROM WOOD UTILITY POLE NUMBER PN 616, 4.3
 AI4362'M (14.1 FT) NORTHEAST FROM A METAL WITNESS POST WITH SIGN ATTACHED,
 AI4362'11.8 M (38.7 FT) NORTHEAST FROM THE CENTERLINE OF THE WESTBOUND LANES
 AI4362'OF U.S.  HIGHWAY 322, 43.7 M (143.4 FT) SOUTHEAST FROM THE CENTERLINE
 AI4362'OF THE ENTRANCE DRIVE LEADING TO THE TRACK AND WHEEL EQUIPMENT
 AI4362'CORPORATION AND 17.6 M (57.7 FT) SOUTHWEST FROM AND NORMAL TO A 6 FT
 AI4362'(1.8 M) HIGH CHAIN LINK FENCE SURROUNDING THE TRACK AND WHEEL
 AI4362'EQUIPMENT CORPORATION PROPERTY.  THE STATION IS ALSO ABOUT 0.45 MI
 AI4362'(0.72 KM) SOUTHEAST FROM MILE POST 28 ON THE NORTHEAST SIDE OF U.S.
 AI4362'HIGHWAY 322.
 AI4362
 AI4362                          STATION RECOVERY (2005)
 AI4362
 AI4362'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (FK)
 AI4362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4355 ***********************************************************************
 AI4355  DESIGNATION -  8 J 1
 AI4355  PID         -  AI4355
 AI4355  STATE/COUNTY-  NJ/GLOUCESTER
 AI4355  USGS QUAD   -  NEWFIELD (1994)
 AI4355
 AI4355                         *CURRENT SURVEY CONTROL
 AI4355  ___________________________________________________________________
 AI4355* NAD 83(1996)-  39 37 08.63729(N)    075 01 19.83043(W)     ADJUSTED  
 AI4355* NAVD 88     -        38.8    (meters)     127.     (feet)  GPS OBS   
 AI4355  ___________________________________________________________________
 AI4355  X           -   1,271,496.235 (meters)                     COMP
 AI4355  Y           -  -4,752,645.430 (meters)                     COMP
 AI4355  Z           -   4,045,498.582 (meters)                     COMP
 AI4355  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AI4355  ELLIP HEIGHT-           5.28  (meters)          (09/25/02) GPS OBS
 AI4355  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AI4355
 AI4355  HORZ ORDER  -  FIRST
 AI4355  ELLP ORDER  -  FOURTH    CLASS I
 AI4355
 AI4355.The horizontal coordinates were established by GPS observations
 AI4355.and adjusted by the National Geodetic Survey in March 2000..
 AI4355
 AI4355.The orthometric height was determined by GPS observations and a
 AI4355.high-resolution geoid model.
 AI4355
 AI4355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4355
 AI4355.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4355
 AI4355.The ellipsoidal height was determined by GPS observations
 AI4355.and is referenced to NAD 83.
 AI4355
 AI4355.The geoid height was determined by GEOID03.
 AI4355
 AI4355;                    North         East     Units Scale Factor Converg.
 AI4355;SPC NJ       -    87,353.432   105,167.029   MT  0.99992474   -0 19 58.8
 AI4355;SPC NJ       -   286,592.05    345,035.49   sFT  0.99992474   -0 19 58.8
 AI4355;UTM  18      - 4,385,478.889   498,096.662   MT  0.99960004   -0 00 50.9
 AI4355
 AI4355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4355!SPC NJ       -   0.99999917  x   0.99992474  =   0.99992391
 AI4355!UTM  18      -   0.99999917  x   0.99960004  =   0.99959921
 AI4355
 AI4355                          SUPERSEDED SURVEY CONTROL
 AI4355
 AI4355  ELLIP H (03/31/00)    5.26   (m)                       GP(       ) 3 1
 AI4355
 AI4355.Superseded values are not recommended for survey control.
 AI4355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4355.See file dsdata.txt to determine how the superseded data were derived.
 AI4355
 AI4355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9809785479(NAD 83)
 AI4355_MARKER: DD = SURVEY DISK
 AI4355_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI4355_SP_SET: UTILITY JUNCTION CHAMBER
 AI4355_STAMPING: 8 J 1 1999
 AI4355_MARK LOGO: NJGS  
 AI4355_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4355+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI4355
 AI4355  HISTORY     - Date     Condition        Report By
 AI4355  HISTORY     - 1999     MONUMENTED       NJGS
 AI4355
 AI4355                          STATION DESCRIPTION
 AI4355
 AI4355'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 AI4355'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP ON THE SOUTHEAST SIDE OF
 AI4355'PENNSYLVANIA AVENUE AND ON THE GROUNDS OF THE MARY F.  JANVIER
 AI4355'ELEMENTARY SCHOOL.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 AI4355'HIGHWAY 322 EAST AND STATE ROUTE 47 IN THE BOROUGH OF GLASSBORO, GO
 AI4355'SOUTH ON STATE ROUTE 47 FOR 6.1 MI (9.8 KM) TO THE INTERSECTION WITH
 AI4355'COLES MILL ROAD, COUNTY ROAD 538 IN FRANKLINVILLE. TURN LEFT AND GO
 AI4355'EAST ON COUNTY ROAD 538 FOR 3.3 MI (5.3 KM) TO THE SKEWED WYE JUNCTION
 AI4355'WITH PENNSYLVANIA AVENUE ON THE RIGHT.  TURN SHARP RIGHT AND GO SOUTH
 AI4355'ON PENNSYLVANIA AVENUE FOR 0.05 MI (0.08 KM) TO THE MARY F.  JANVIER
 AI4355'ELEMENTARY SCHOOL AND THE STATION ON THE LEFT, SET FLUSH IN A DRILL
 AI4355'HOLE AT THE NORTHEAST CORNER OF A 5.0 M (16.4 FT) BY 4.0 M (13.1 FT)
 AI4355'CONCRETE FOUNDATION FOR A UTILITY JUNCTION CHAMBER.  THE STATION IS
 AI4355'14.8 M (48.6 FT) SOUTHWEST FROM THE SOUTHWEST CURB OF THE EXIT
 AI4355'DRIVEWAY OF THE SCHOOL, 43.8 M (143.7 FT) SOUTHEAST FROM THE
 AI4355'CENTERLINE OF PENNSYLVANIA AVENUE AND 35.8 M (117.5 FT) EAST SOUTHEAST
 AI4355'FROM THE SOUTHEAST CORNER OF A BRICK SIGN FOR THE SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0260 ***********************************************************************
 JU0260  DESIGNATION -  80
 JU0260  PID         -  JU0260
 JU0260  STATE/COUNTY-  NJ/BURLINGTON
 JU0260  USGS QUAD   -  WOODMANSIE (1995)
 JU0260
 JU0260                         *CURRENT SURVEY CONTROL
 JU0260  ___________________________________________________________________
 JU0260* NAD 83(1986)-  39 51 35.     (N)    074 28 34.     (W)     SCALED    
 JU0260* NAVD 88     -        51.754  (meters)     169.80   (feet)  ADJUSTED  
 JU0260  ___________________________________________________________________
 JU0260  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 JU0260  DYNAMIC HT  -          51.730 (meters)     169.72  (feet)  COMP
 JU0260  MODELED GRAV-     980,158.2   (mgal)                       NAVD 88
 JU0260
 JU0260  VERT ORDER  -  SECOND    CLASS 0
 JU0260
 JU0260.The horizontal coordinates were scaled from a topographic map and have
 JU0260.an estimated accuracy of +/- 6 seconds.
 JU0260
 JU0260.The orthometric height was determined by differential leveling
 JU0260.and adjusted by the National Geodetic Survey in June 1991..
 JU0260
 JU0260.The geoid height was determined by GEOID03.
 JU0260
 JU0260.The dynamic height is computed by dividing the NAVD 88
 JU0260.geopotential number by the normal gravity value computed on the
 JU0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0260.degrees latitude (g = 980.6199 gals.).
 JU0260
 JU0260.The modeled gravity was interpolated from observed gravity values.
 JU0260
 JU0260;                    North         East    Units  Estimated Accuracy
 JU0260;SPC NJ       -   113,940.      152,040.      MT  (+/- 180 meters Scaled)
 JU0260
 JU0260                          SUPERSEDED SURVEY CONTROL
 JU0260
 JU0260  NGVD 29 (??/??/??)   52.134  (m)          171.04   (f) ADJUSTED    2 0
 JU0260
 JU0260.Superseded values are not recommended for survey control.
 JU0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0260.See file dsdata.txt to determine how the superseded data were derived.
 JU0260
 JU0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK448123(NAD 83)
 JU0260_MARKER: Z = SEE DESCRIPTION
 JU0260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0260_SP_SET: BASE
 JU0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0260
 JU0260  HISTORY     - Date     Condition        Report By
 JU0260  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0260  HISTORY     - 1935     GOOD             CGS
 JU0260  HISTORY     - 1947     GOOD             CGS
 JU0260  HISTORY     - 19950303 MARK NOT FOUND   NJGS
 JU0260
 JU0260                          STATION DESCRIPTION
 JU0260
 JU0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0260'3.8 MI SW FROM PASADENA.
 JU0260'IN BURLINGTON COUNTY, ABOUT 3.8 MILES SOUTHWEST ALONG THE
 JU0260'CENTRAL RAILROAD OF NEW JERSEY FROM THE STATION AT PASADENA,
 JU0260'OCEAN COUNTY, AT MILEPOST 80, IN THE TOP OF THE BASE, AND 10
 JU0260'FEET NORTHWEST OF THE CENTER LINE OF THE TRACK.  A RAISED LUG.
 JU0260
 JU0260                          STATION RECOVERY (1947)
 JU0260
 JU0260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JU0260'RECOVERED IN GOOD CONDITION.
 JU0260
 JU0260                          STATION RECOVERY (1995)
 JU0260
 JU0260'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0260'THE STATION WAS SEARCHED FOR AND NOT RECOVEED AFTER A QUARTER HOUR
 JU0260'SEARCH BY A TWO MAN PARTY.  ONLY THE CONCRETE BASE THAT SUPPORTED THE
 JU0260'IRON POST AND BASE WAS FOUND.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0492 ***********************************************************************
 KV0492  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0492  DESIGNATION -  800 NJGS
 KV0492  PID         -  KV0492
 KV0492  STATE/COUNTY-  NJ/BERGEN
 KV0492  USGS QUAD   -  HACKENSACK (1997)
 KV0492
 KV0492                         *CURRENT SURVEY CONTROL
 KV0492  ___________________________________________________________________
 KV0492* NAD 83(1986)-  40 53 30.     (N)    074 02 39.     (W)     SCALED    
 KV0492* NAVD 88     -         6.171  (meters)      20.25   (feet)  ADJUSTED  
 KV0492  ___________________________________________________________________
 KV0492  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KV0492  DYNAMIC HT  -           6.169 (meters)      20.24  (feet)  COMP
 KV0492  MODELED GRAV-     980,239.5   (mgal)                       NAVD 88
 KV0492
 KV0492  VERT ORDER  -  FIRST     CLASS II
 KV0492
 KV0492.The horizontal coordinates were scaled from a topographic map and have
 KV0492.an estimated accuracy of +/- 6 seconds.
 KV0492
 KV0492.The orthometric height was determined by differential leveling
 KV0492.and adjusted by the National Geodetic Survey in June 1991..
 KV0492
 KV0492.This Tidal Bench Mark is designated as VM 2434
 KV0492.by the Center for Operational Oceanographic Products and Services.
 KV0492
 KV0492.The geoid height was determined by GEOID03.
 KV0492
 KV0492.The dynamic height is computed by dividing the NAVD 88
 KV0492.geopotential number by the normal gravity value computed on the
 KV0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0492.degrees latitude (g = 980.6199 gals.).
 KV0492
 KV0492.The modeled gravity was interpolated from observed gravity values.
 KV0492
 KV0492;                    North         East    Units  Estimated Accuracy
 KV0492;SPC NJ       -   228,620.      188,410.      MT  (+/- 180 meters Scaled)
 KV0492
 KV0492                          SUPERSEDED SURVEY CONTROL
 KV0492
 KV0492  NGVD 29 (??/??/??)    6.479  (m)           21.26   (f) ADJUSTED    1 2
 KV0492
 KV0492.Superseded values are not recommended for survey control.
 KV0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0492.See file dsdata.txt to determine how the superseded data were derived.
 KV0492
 KV0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL805271(NAD 83)
 KV0492_MARKER: DD = SURVEY DISK
 KV0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0492_STAMPING: 800
 KV0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0492+STABILITY: SURFACE MOTION
 KV0492
 KV0492  HISTORY     - Date     Condition        Report By
 KV0492  HISTORY     - 1956     MONUMENTED       NJGS
 KV0492  HISTORY     - 1956     GOOD             CGS
 KV0492  HISTORY     - 1979     GOOD             NGS
 KV0492  HISTORY     - 20050911 MARK NOT FOUND   GEOCAC
 KV0492
 KV0492                          STATION DESCRIPTION
 KV0492
 KV0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0492'AT HACKENSACK.
 KV0492'AT HACKENSACK, AT THE INTERSECTION OF PASSAIC STREET AND PARK
 KV0492'STREET, 12 FEET NORTHWEST OF THE NORTHWEST CURB OF PARK STREET,
 KV0492'8 FEET NORTHEAST OF THE NORTHEAST CURB OF PASSAIC STREET, SET IN
 KV0492'THE TOP OF A CONCRETE POST AND LEVEL WITH THE SIDEWALK.
 KV0492
 KV0492                          STATION RECOVERY (1979)
 KV0492
 KV0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0492'RECOVERED IN GOOD CONDITION.
 KV0492
 KV0492                          STATION RECOVERY (2005)
 KV0492
 KV0492'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV0492'THE LOT HAS BEEN PAVED OVER.  STATION WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9808 ***********************************************************************
 DE9808  DESIGNATION -  8001
 DE9808  PID         -  DE9808
 DE9808  STATE/COUNTY-  NJ/MERCER
 DE9808  USGS QUAD   -  TRENTON EAST (1981)
 DE9808
 DE9808                         *CURRENT SURVEY CONTROL
 DE9808  ___________________________________________________________________
 DE9808* NAD 83(1986)-  40 10 26.     (N)    074 39 11.     (W)     SCALED    
 DE9808* NAVD 88     -        16.948  (meters)      55.60   (feet)  ADJUSTED  
 DE9808  ___________________________________________________________________
 DE9808  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 DE9808  DYNAMIC HT  -          16.941 (meters)      55.58  (feet)  COMP
 DE9808  MODELED GRAV-     980,198.5   (mgal)                       NAVD 88
 DE9808
 DE9808  VERT ORDER  -  FIRST     CLASS II
 DE9808
 DE9808.The horizontal coordinates were scaled from a topographic map and have
 DE9808.an estimated accuracy of +/- 6 seconds.
 DE9808
 DE9808.The orthometric height was determined by differential leveling
 DE9808.and adjusted by the National Geodetic Survey in March 2005..
 DE9808
 DE9808.The geoid height was determined by GEOID03.
 DE9808
 DE9808.The dynamic height is computed by dividing the NAVD 88
 DE9808.geopotential number by the normal gravity value computed on the
 DE9808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9808.degrees latitude (g = 980.6199 gals.).
 DE9808
 DE9808.The modeled gravity was interpolated from observed gravity values.
 DE9808
 DE9808;                    North         East    Units  Estimated Accuracy
 DE9808;SPC NJ       -   148,830.      136,970.      MT  (+/- 180 meters Scaled)
 DE9808
 DE9808                          SUPERSEDED SURVEY CONTROL
 DE9808
 DE9808.No superseded survey control is available for this station.
 DE9808
 DE9808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK295471(NAD 83)
 DE9808_MARKER: DD = SURVEY DISK
 DE9808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9808_STAMPING: 8001
 DE9808_MARK LOGO: NJGS  
 DE9808_PROJECTION: RECESSED 30 CENTIMETERS
 DE9808_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9808+STABILITY: SURFACE MOTION
 DE9808_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9808+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 DE9808
 DE9808  HISTORY     - Date     Condition        Report By
 DE9808  HISTORY     - 2002     MONUMENTED       NJGS
 DE9808  HISTORY     - 20020708 GOOD             NJGS
 DE9808
 DE9808                          STATION DESCRIPTION
 DE9808
 DE9808'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DE9808'THE STATION IS LOCATED IN HAMILTON TOWNSHIP ON THE NORTH SIDE OF
 DE9808'YARDVILLE ALLENTOWN
 DE9808'ROAD, COUNTY ROAD 524.  TO REACH THE STATION FROM THE INTERSECTION OF
 DE9808'YARDVILLE
 DE9808'ALLENTOWN ROAD AND STATE ROUTE 156 IN THE COMMUNITY OF YARDVILLE, GO
 DE9808'SOUTHEAST ON
 DE9808'YARDVILLE ALLENTOWN ROAD FOR 0.9 MI TO THE STATION ON THE LEFT, SET
 DE9808'ABOUT 0.30 M BELOW
 DE9808'THE GROUND.  THE STATION IS 14.6 M WEST FROM WOOD UTILITY POLE NUMBER
 DE9808'61851 HM, 39.5 M
 DE9808'WEST FROM THE CENTERLINE OF THE DRIVEWAY LEADING TO HOUSE NUMBER 800,
 DE9808'4.7 M NORTH
 DE9808'FROM THE CENTERLINE OF YARDVILLE ALLENTOWN ROAD, 21.3 SOUTH SOUTHEAST
 DE9808'FROM THE
 DE9808'SOUTHWEST CORNER OF A ONE STORY FRAME GARAGE, AND 18.7 M SOUTH FROM
 DE9808'THE SOUTHEAST
 DE9808'CORNER OF A ONE STORY FRAME GARAGE.
 DE9808'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0491 ***********************************************************************
 KV0491  DESIGNATION -  801 NJGS
 KV0491  PID         -  KV0491
 KV0491  STATE/COUNTY-  NJ/BERGEN
 KV0491  USGS QUAD   -  HACKENSACK (1997)
 KV0491
 KV0491                         *CURRENT SURVEY CONTROL
 KV0491  ___________________________________________________________________
 KV0491* NAD 83(1986)-  40 53 38.     (N)    074 02 50.     (W)     SCALED    
 KV0491* NAVD 88     -         6.261  (meters)      20.54   (feet)  ADJUSTED  
 KV0491  ___________________________________________________________________
 KV0491  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 KV0491  DYNAMIC HT  -           6.258 (meters)      20.53  (feet)  COMP
 KV0491  MODELED GRAV-     980,239.1   (mgal)                       NAVD 88
 KV0491
 KV0491  VERT ORDER  -  FIRST     CLASS II
 KV0491
 KV0491.The horizontal coordinates were scaled from a topographic map and have
 KV0491.an estimated accuracy of +/- 6 seconds.
 KV0491
 KV0491.The orthometric height was determined by differential leveling
 KV0491.and adjusted by the National Geodetic Survey in June 1991..
 KV0491
 KV0491.The geoid height was determined by GEOID03.
 KV0491
 KV0491.The dynamic height is computed by dividing the NAVD 88
 KV0491.geopotential number by the normal gravity value computed on the
 KV0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0491.degrees latitude (g = 980.6199 gals.).
 KV0491
 KV0491.The modeled gravity was interpolated from observed gravity values.
 KV0491
 KV0491;                    North         East    Units  Estimated Accuracy
 KV0491;SPC NJ       -   228,860.      188,150.      MT  (+/- 180 meters Scaled)
 KV0491
 KV0491                          SUPERSEDED SURVEY CONTROL
 KV0491
 KV0491  NGVD 29 (??/??/??)    6.570  (m)           21.56   (f) ADJUSTED    1 2
 KV0491
 KV0491.Superseded values are not recommended for survey control.
 KV0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0491.See file dsdata.txt to determine how the superseded data were derived.
 KV0491
 KV0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL802274(NAD 83)
 KV0491_MARKER: DD = SURVEY DISK
 KV0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0491_STAMPING: 21.586 801
 KV0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0491+STABILITY: SURFACE MOTION
 KV0491
 KV0491  HISTORY     - Date     Condition        Report By
 KV0491  HISTORY     - 1956     MONUMENTED       NJGS
 KV0491  HISTORY     - 1956     GOOD             CGS
 KV0491  HISTORY     - 1979     GOOD             NGS
 KV0491  HISTORY     - 20050911 GOOD             GEOCAC
 KV0491
 KV0491                          STATION DESCRIPTION
 KV0491
 KV0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0491'AT HACKENSACK.
 KV0491'AT HACKENSACK, AT THE INTERSECTION OF PASSAIC STREET AND
 KV0491'VANDERBECK PLACE, SET IN TOP OF A CONCRETE POST PROJECTING 2
 KV0491'INCHES, 11 FEET NORTHWEST OF THE NORTHWEST CURB OF VANDERBECK
 KV0491'PLACE, 10.6 FEET NORTHEAST OF THE NORTHEAST CURB OF PASSAIC
 KV0491'STREET.
 KV0491
 KV0491                          STATION RECOVERY (1979)
 KV0491
 KV0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0491'RECOVERED IN GOOD CONDITION.
 KV0491
 KV0491                          STATION RECOVERY (2005)
 KV0491
 KV0491'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6022 ***********************************************************************
 KV6022  DESIGNATION -  8011
 KV6022  PID         -  KV6022
 KV6022  STATE/COUNTY-  NJ/MERCER
 KV6022  USGS QUAD   -  TRENTON EAST (1981)
 KV6022
 KV6022                         *CURRENT SURVEY CONTROL
 KV6022  ___________________________________________________________________
 KV6022* NAD 83(1986)-  40 13 06.     (N)    074 44 38.     (W)     SCALED    
 KV6022* NAVD 88     -        18.988  (meters)      62.30   (feet)  ADJUSTED  
 KV6022  ___________________________________________________________________
 KV6022  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KV6022  DYNAMIC HT  -          18.979 (meters)      62.27  (feet)  COMP
 KV6022  MODELED GRAV-     980,179.9   (mgal)                       NAVD 88
 KV6022
 KV6022  VERT ORDER  -  FIRST     CLASS I
 KV6022
 KV6022.The horizontal coordinates were scaled from a topographic map and have
 KV6022.an estimated accuracy of +/- 6 seconds.
 KV6022
 KV6022.The orthometric height was determined by differential leveling
 KV6022.and adjusted by the National Geodetic Survey in June 1991..
 KV6022
 KV6022.The geoid height was determined by GEOID03.
 KV6022
 KV6022.The dynamic height is computed by dividing the NAVD 88
 KV6022.geopotential number by the normal gravity value computed on the
 KV6022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6022.degrees latitude (g = 980.6199 gals.).
 KV6022
 KV6022.The modeled gravity was interpolated from observed gravity values.
 KV6022
 KV6022;                    North         East    Units  Estimated Accuracy
 KV6022;SPC NJ       -   153,780.      129,240.      MT  (+/- 180 meters Scaled)
 KV6022
 KV6022                          SUPERSEDED SURVEY CONTROL
 KV6022
 KV6022  NGVD 29 (01/10/92)   19.314  (m)           63.37   (f) ADJUSTED    1 1
 KV6022
 KV6022.Superseded values are not recommended for survey control.
 KV6022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6022.See file dsdata.txt to determine how the superseded data were derived.
 KV6022
 KV6022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK217520(NAD 83)
 KV6022_MARKER: DD = SURVEY DISK
 KV6022_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6022_SP_SET: SIDEWALK
 KV6022_STAMPING: 8011
 KV6022_MARK LOGO: NJGS  
 KV6022_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6022+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1988
 KV6022
 KV6022  HISTORY     - Date     Condition        Report By
 KV6022  HISTORY     - 1961     MONUMENTED       NJGS
 KV6022  HISTORY     - 19881111 GOOD             NJGS
 KV6022
 KV6022                          STATION DESCRIPTION
 KV6022
 KV6022'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6022'IN TRENTON, LOCATED ON THE EAST SIDE OF CHAMBERS STREET, IN FRONT OF
 KV6022'THE MAIN ENTRANCE TO TRENTON CENTRAL HIGH SCHOOL, 1.2 M (3.9 FT) EAST
 KV6022'OF A FIRE HYDRANT, 1.9 M (6.2 FT) EAST OF THE EAST CURBLINE OF
 KV6022'CHAMBERS STREET, 6.8 M (22.3 FT) SOUTH OF THE SOUTHWEST CORNER OF THE
 KV6022'HIGH SCHOOL ACTIVITIES AND MESSAGE SIGN, 13.9 M (45.6 FT) SOUTHWEST OF
 KV6022'THE SOUTHWEST CORNER OF THE BASE OF THE FLAGPOLE, SET FLUSH WITH THE
 KV6022'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6026 ***********************************************************************
 KV6026  DESIGNATION -  8015
 KV6026  PID         -  KV6026
 KV6026  STATE/COUNTY-  NJ/MERCER
 KV6026  USGS QUAD   -  TRENTON WEST (1995)
 KV6026
 KV6026                         *CURRENT SURVEY CONTROL
 KV6026  ___________________________________________________________________
 KV6026* NAD 83(1986)-  40 12 48.     (N)    074 45 24.     (W)     SCALED    
 KV6026* NAVD 88     -        15.800  (meters)      51.84   (feet)  ADJUSTED  
 KV6026  ___________________________________________________________________
 KV6026  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KV6026  DYNAMIC HT  -          15.792 (meters)      51.81  (feet)  COMP
 KV6026  MODELED GRAV-     980,179.3   (mgal)                       NAVD 88
 KV6026
 KV6026  VERT ORDER  -  FIRST     CLASS I
 KV6026
 KV6026.The horizontal coordinates were scaled from a topographic map and have
 KV6026.an estimated accuracy of +/- 6 seconds.
 KV6026
 KV6026.The orthometric height was determined by differential leveling
 KV6026.and adjusted by the National Geodetic Survey in June 1991..
 KV6026
 KV6026.The geoid height was determined by GEOID03.
 KV6026
 KV6026.The dynamic height is computed by dividing the NAVD 88
 KV6026.geopotential number by the normal gravity value computed on the
 KV6026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6026.degrees latitude (g = 980.6199 gals.).
 KV6026
 KV6026.The modeled gravity was interpolated from observed gravity values.
 KV6026
 KV6026;                    North         East    Units  Estimated Accuracy
 KV6026;SPC NJ       -   153,230.      128,150.      MT  (+/- 180 meters Scaled)
 KV6026
 KV6026                          SUPERSEDED SURVEY CONTROL
 KV6026
 KV6026  NGVD 29 (01/10/92)   16.126  (m)           52.91   (f) ADJUSTED    1 1
 KV6026
 KV6026.Superseded values are not recommended for survey control.
 KV6026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6026.See file dsdata.txt to determine how the superseded data were derived.
 KV6026
 KV6026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK207514(NAD 83)
 KV6026_MARKER: DD = SURVEY DISK
 KV6026_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6026_SP_SET: SIDEWALK
 KV6026_STAMPING: 8015
 KV6026_MARK LOGO: NJGS  
 KV6026_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6026+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1988
 KV6026
 KV6026  HISTORY     - Date     Condition        Report By
 KV6026  HISTORY     - 1961     MONUMENTED       NJGS
 KV6026  HISTORY     - 19881111 GOOD             NJGS
 KV6026
 KV6026                          STATION DESCRIPTION
 KV6026
 KV6026'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6026'IN TRENTON, LOCATED ON THE NORTH SIDE OF HAMILTON AVENUE, SET ALONG
 KV6026'THE LINE OF THE COVERED DELAWARE RARITAN CANAL BED, 11.3 M (37.1 FT)
 KV6026'NORTHEAST OF POLE NUMBER PS7246TN, 9.1 M (29.9 FT) SOUTHEAST OF THE
 KV6026'SOUTHEAST CORNER OF AN ABANDONED BRICK FACTORY, FORMERLY THE AMERICAN
 KV6026'STEEL AND WIRE COMPANY, 0.9 M (3.0 FT) NORTHEAST OF THE NORTHEAST CURB
 KV6026'OF HAMILTON AVENUE, 29.1 M (95.5 FT) NORTHWEST OF THE CENTERLINE OF A
 KV6026'RAILROAD GRADE CROSSING HAMILTON AVENUE. SET FLUSH WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6027 ***********************************************************************
 KV6027  DESIGNATION -  8016
 KV6027  PID         -  KV6027
 KV6027  STATE/COUNTY-  NJ/MERCER
 KV6027  USGS QUAD   -  TRENTON WEST (1995)
 KV6027
 KV6027                         *CURRENT SURVEY CONTROL
 KV6027  ___________________________________________________________________
 KV6027* NAD 83(1996)-  40 12 35.37510(N)    074 45 20.69257(W)     ADJUSTED  
 KV6027* NAVD 88     -        15.466  (meters)      50.74   (feet)  ADJUSTED  
 KV6027  ___________________________________________________________________
 KV6027  X           -   1,282,511.451 (meters)                     COMP
 KV6027  Y           -  -4,706,057.891 (meters)                     COMP
 KV6027  Z           -   4,095,794.368 (meters)                     COMP
 KV6027  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 KV6027  ELLIP HEIGHT-         -17.61  (meters)          (10/23/02) GPS OBS
 KV6027  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KV6027  DYNAMIC HT  -          15.459 (meters)      50.72  (feet)  COMP
 KV6027  MODELED GRAV-     980,180.0   (mgal)                       NAVD 88
 KV6027
 KV6027  HORZ ORDER  -  FIRST
 KV6027  VERT ORDER  -  FIRST     CLASS I
 KV6027  ELLP ORDER  -  FOURTH    CLASS I
 KV6027
 KV6027.The horizontal coordinates were established by GPS observations
 KV6027.and adjusted by the National Geodetic Survey in May 1999..
 KV6027
 KV6027.The orthometric height was determined by differential leveling
 KV6027.and adjusted by the National Geodetic Survey in June 1991..
 KV6027
 KV6027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6027
 KV6027.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6027
 KV6027.The ellipsoidal height was determined by GPS observations
 KV6027.and is referenced to NAD 83.
 KV6027
 KV6027.The geoid height was determined by GEOID03.
 KV6027
 KV6027.The dynamic height is computed by dividing the NAVD 88
 KV6027.geopotential number by the normal gravity value computed on the
 KV6027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6027.degrees latitude (g = 980.6199 gals.).
 KV6027
 KV6027.The modeled gravity was interpolated from observed gravity values.
 KV6027
 KV6027;                    North         East     Units Scale Factor Converg.
 KV6027;SPC NJ       -   152,841.868   128,229.855   MT  0.99990583   -0 09 54.4
 KV6027;SPC NJ       -   501,448.70    420,700.78   sFT  0.99990583   -0 09 54.4
 KV6027;SPC PA S     -   101,641.858   854,849.472   MT  0.99996829   +1 56 33.5
 KV6027;SPC PA S     -   333,470.00  2,804,618.64   sFT  0.99996829   +1 56 33.5
 KV6027;UTM  18      - 4,451,074.924   520,785.337   MT  0.99960532   +0 09 27.7
 KV6027
 KV6027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6027!SPC NJ       -   1.00000276  x   0.99990583  =   0.99990859
 KV6027!SPC PA S     -   1.00000276  x   0.99996829  =   0.99997105
 KV6027!UTM  18      -   1.00000276  x   0.99960532  =   0.99960808
 KV6027
 KV6027                          SUPERSEDED SURVEY CONTROL
 KV6027
 KV6027  NAD 83(1986)-  40 12 35.37504(N)    074 45 20.69505(W) AD(       ) 1
 KV6027  NGVD 29 (01/10/92)   15.791  (m)           51.81   (f) ADJUSTED    1 1
 KV6027
 KV6027.Superseded values are not recommended for survey control.
 KV6027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6027.See file dsdata.txt to determine how the superseded data were derived.
 KV6027
 KV6027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2078551075(NAD 83)
 KV6027_MARKER: DD = SURVEY DISK
 KV6027_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6027_SP_SET: CONCRETE SIDEWALK
 KV6027_STAMPING: 8016
 KV6027_MARK LOGO: NJGS  
 KV6027_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6027+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1990
 KV6027
 KV6027  HISTORY     - Date     Condition        Report By
 KV6027  HISTORY     - 1961     MONUMENTED       NJGS
 KV6027  HISTORY     - 19881111 GOOD             NJGS
 KV6027  HISTORY     - 19881111 GOOD             NJGS
 KV6027  HISTORY     - 19900314 GOOD
 KV6027  HISTORY     - 20010525 MARK NOT FOUND   NJGS
 KV6027
 KV6027                          STATION DESCRIPTION
 KV6027
 KV6027'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6027'IN TRENTON, ON THE NORTHEAST SIDE OF SOUTH BROAD STREET, IN THE RANGE
 KV6027'OF THE EASTERLY CURBLINE OF THIRD STREET EXTENDED, 0.5 M (1.6 FT)
 KV6027'NORTHEAST OF THE NORTHEAST CURB OF SOUTH BROAD STREET, 3.3 M
 KV6027'(10.8 FT) EAST OF THE CENTERLINE OF THIRD STREET, 9.3 M (30.5 FT)
 KV6027'SOUTHEAST OF AN INLET, 3.25 M (10.7 FT) NORTHEAST OF THE CENTER OF A
 KV6027'BELL TELEPHONE MANHOLE, SET FLUSH WITH THE SIDEWALK.
 KV6027
 KV6027                          STATION RECOVERY (1988)
 KV6027
 KV6027'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV6027'THE STATION IS LOCATED IN TRENTON, ON THE NORTHEAST SIDE OF SOUTH
 KV6027'BROAD STREET, IN THE RANGE OF THE EASTERLY CURBLINE OF THIRD STREET
 KV6027'EXTENDED.  THE STATION IS 0.5 M (1.6 FT) NORTHEAST OF THE NORTHEAST
 KV6027'CURB OF SOUTH BROAD STREET, 3.3 M (10.8 FT) EAST OF THE CENTERLINE OF
 KV6027'THIRD STREET, 9.3 M (30.5 FT) SOUTHEAST OF AN INLET AND 3.25 M
 KV6027'(10.66 FT) NORTHEAST OF THE CENTER OF A BELL TELEPHONE MANHOLE.  THE
 KV6027'STATION IS SET FLUSH WITH THE SIDEWALK.
 KV6027
 KV6027                          STATION RECOVERY (1990)
 KV6027
 KV6027'RECOVERED 1990
 KV6027'RECOVERED IN GOOD CONDITION.
 KV6027
 KV6027                          STATION RECOVERY (2001)
 KV6027
 KV6027'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 KV6027'THE STATION WAS NOT RECOVERED.  A NEW HIGHWAY WAS CONSTRUCTED IN THE
 KV6027'AREA. THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6028 ***********************************************************************
 KV6028  DESIGNATION -  8017
 KV6028  PID         -  KV6028
 KV6028  STATE/COUNTY-  NJ/MERCER
 KV6028  USGS QUAD   -  TRENTON WEST (1995)
 KV6028
 KV6028                         *CURRENT SURVEY CONTROL
 KV6028  ___________________________________________________________________
 KV6028* NAD 83(1986)-  40 12 32.     (N)    074 45 16.     (W)     SCALED    
 KV6028* NAVD 88     -        17.249  (meters)      56.59   (feet)  ADJUSTED  
 KV6028  ___________________________________________________________________
 KV6028  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KV6028  DYNAMIC HT  -          17.241 (meters)      56.56  (feet)  COMP
 KV6028  MODELED GRAV-     980,180.5   (mgal)                       NAVD 88
 KV6028
 KV6028  VERT ORDER  -  FIRST     CLASS II
 KV6028
 KV6028.The horizontal coordinates were scaled from a topographic map and have
 KV6028.an estimated accuracy of +/- 6 seconds.
 KV6028
 KV6028.The orthometric height was determined by differential leveling
 KV6028.and adjusted by the National Geodetic Survey in March 2005..
 KV6028.No vertical observational check was made to the station.
 KV6028
 KV6028.The geoid height was determined by GEOID03.
 KV6028
 KV6028.The dynamic height is computed by dividing the NAVD 88
 KV6028.geopotential number by the normal gravity value computed on the
 KV6028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6028.degrees latitude (g = 980.6199 gals.).
 KV6028
 KV6028.The modeled gravity was interpolated from observed gravity values.
 KV6028
 KV6028;                    North         East    Units  Estimated Accuracy
 KV6028;SPC NJ       -   152,740.      128,340.      MT  (+/- 180 meters Scaled)
 KV6028
 KV6028                          SUPERSEDED SURVEY CONTROL
 KV6028
 KV6028  NAVD 88 (06/15/91)   17.252  (m)           56.60   (f) UNKNOWN     1 1
 KV6028  NGVD 29 (01/10/92)   17.577  (m)           57.67   (f) ADJUSTED    1 1
 KV6028
 KV6028.Superseded values are not recommended for survey control.
 KV6028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6028.See file dsdata.txt to determine how the superseded data were derived.
 KV6028
 KV6028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK208509(NAD 83)
 KV6028_MARKER: DD = SURVEY DISK
 KV6028_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6028_SP_SET: SIDEWALK
 KV6028_STAMPING: 8017
 KV6028_MARK LOGO: NJGS  
 KV6028_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6028+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 KV6028
 KV6028  HISTORY     - Date     Condition        Report By
 KV6028  HISTORY     - 1961     MONUMENTED       NJGS
 KV6028  HISTORY     - 19881111 GOOD             NJGS
 KV6028  HISTORY     - 20020708 GOOD             NJGS
 KV6028
 KV6028                          STATION DESCRIPTION
 KV6028
 KV6028'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6028'IN TRENTON, LOCATED ON THE EAST SIDE OF BROAD STREET, 24.5 M
 KV6028'(80.4 FT) SOUTH OF THE MAIN ENTRANCE TO THE MERCER COUNTY
 KV6028'ADMINISTRATION BUILDING, 1.0 M (3.3 FT) EAST OF THE EAST CURBLINE OF
 KV6028'SOUTH BROAD STREET, 19.3 M (63.3 FT) NORTHWEST OF THE NORTHWEST CORNER
 KV6028'OF THE ADMINISTRATION BUILDING ANNEX, SET FLUSH WITH THE SIDEWALK.
 KV6028
 KV6028                          STATION RECOVERY (2002)
 KV6028
 KV6028'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 KV6028'RECOVERED AS DESCRIBED.
 KV6028'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6029 ***********************************************************************
 KV6029  DESIGNATION -  8020
 KV6029  PID         -  KV6029
 KV6029  STATE/COUNTY-  NJ/MERCER
 KV6029  USGS QUAD   -  TRENTON WEST (1995)
 KV6029
 KV6029                         *CURRENT SURVEY CONTROL
 KV6029  ___________________________________________________________________
 KV6029* NAD 83(1986)-  40 12 21.     (N)    074 45 17.     (W)     SCALED    
 KV6029* NAVD 88     -        13.567  (meters)      44.51   (feet)  ADJUSTED  
 KV6029  ___________________________________________________________________
 KV6029  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KV6029  DYNAMIC HT  -          13.561 (meters)      44.49  (feet)  COMP
 KV6029  MODELED GRAV-     980,181.0   (mgal)                       NAVD 88
 KV6029
 KV6029  VERT ORDER  -  FIRST     CLASS I
 KV6029
 KV6029.The horizontal coordinates were scaled from a topographic map and have
 KV6029.an estimated accuracy of +/- 6 seconds.
 KV6029
 KV6029.The orthometric height was determined by differential leveling
 KV6029.and adjusted by the National Geodetic Survey in June 1991..
 KV6029
 KV6029.The geoid height was determined by GEOID03.
 KV6029
 KV6029.The dynamic height is computed by dividing the NAVD 88
 KV6029.geopotential number by the normal gravity value computed on the
 KV6029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6029.degrees latitude (g = 980.6199 gals.).
 KV6029
 KV6029.The modeled gravity was interpolated from observed gravity values.
 KV6029
 KV6029;                    North         East    Units  Estimated Accuracy
 KV6029;SPC NJ       -   152,400.      128,320.      MT  (+/- 180 meters Scaled)
 KV6029
 KV6029                          SUPERSEDED SURVEY CONTROL
 KV6029
 KV6029  NGVD 29 (01/10/92)   13.891  (m)           45.57   (f) ADJUSTED    1 1
 KV6029
 KV6029.Superseded values are not recommended for survey control.
 KV6029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6029.See file dsdata.txt to determine how the superseded data were derived.
 KV6029
 KV6029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK208506(NAD 83)
 KV6029_MARKER: DD = SURVEY DISK
 KV6029_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6029_SP_SET: SIDEWALK
 KV6029_STAMPING: 8020
 KV6029_MARK LOGO: NJGS  
 KV6029_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6029+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1988
 KV6029
 KV6029  HISTORY     - Date     Condition        Report By
 KV6029  HISTORY     - 1961     MONUMENTED       NJGS
 KV6029  HISTORY     - 19881111 GOOD             NJGS
 KV6029  HISTORY     - 20010525 MARK NOT FOUND   NJGS
 KV6029
 KV6029                          STATION DESCRIPTION
 KV6029
 KV6029'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6029'IN TRENTON, LOCATED ON THE NORTH SIDE OF CASS STREET, SOUTHEAST OF THE
 KV6029'TRENTON STATE PRISON COMPLEX, 1.15 M (3.8 FT) NORTH OF THE NORTH CURB
 KV6029'OF CASS STREET, 2.63 M (8.6 FT) NORTHWEST OF POLE NUMBER S3621TN, 3.05
 KV6029'M (10.0 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A TEN FOOT HIGH
 KV6029'CHAINLINK FENCE, 7.9 M (25.9 FT) WEST OF THE WEST TRACK OF THE
 KV6029'RAILROAD CROSSING. SET FLUSH WITH THE SIDEWALK.
 KV6029
 KV6029                          STATION RECOVERY (2001)
 KV6029
 KV6029'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 KV6029'THE STATION WAS NOT RECOVERED.  A NEW HIGHWAY WAS CONSTRUCTED IN THE
 KV6029'AREA. THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8454 ***********************************************************************
 AI8454  DESIGNATION -  803
 AI8454  PID         -  AI8454
 AI8454  STATE/COUNTY-  NJ/BERGEN
 AI8454  USGS QUAD   -  HACKENSACK (1997)
 AI8454
 AI8454                         *CURRENT SURVEY CONTROL
 AI8454  ___________________________________________________________________
 AI8454* NAD 83(1986)-  40 53 01.     (N)    074 02 27.     (W)     SCALED    
 AI8454* NAVD 88     -         1.014  (meters)       3.33   (feet)  ADJUSTED  
 AI8454  ___________________________________________________________________
 AI8454  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 AI8454  DYNAMIC HT  -           1.014 (meters)       3.33  (feet)  COMP
 AI8454  MODELED GRAV-     980,239.8   (mgal)                       NAVD 88
 AI8454
 AI8454  VERT ORDER  -  FIRST     CLASS II
 AI8454
 AI8454.The horizontal coordinates were scaled from a topographic map and have
 AI8454.an estimated accuracy of +/- 6 seconds.
 AI8454
 AI8454.The orthometric height was determined by differential leveling
 AI8454.and adjusted by the National Geodetic Survey in March 2001..
 AI8454.No vertical observational check was made to the station.
 AI8454
 AI8454.The geoid height was determined by GEOID03.
 AI8454
 AI8454.The dynamic height is computed by dividing the NAVD 88
 AI8454.geopotential number by the normal gravity value computed on the
 AI8454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8454.degrees latitude (g = 980.6199 gals.).
 AI8454
 AI8454.The modeled gravity was interpolated from observed gravity values.
 AI8454
 AI8454;                    North         East    Units  Estimated Accuracy
 AI8454;SPC NJ       -   227,730.      188,700.      MT  (+/- 180 meters Scaled)
 AI8454
 AI8454                          SUPERSEDED SURVEY CONTROL
 AI8454
 AI8454.No superseded survey control is available for this station.
 AI8454
 AI8454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL808262(NAD 83)
 AI8454_MARKER: DD = SURVEY DISK
 AI8454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8454_STAMPING: 803
 AI8454_MARK LOGO: CGS+SS
 AI8454_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8454+STABILITY: SURFACE MOTION
 AI8454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8454+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1998
 AI8454
 AI8454  HISTORY     - Date     Condition        Report By
 AI8454  HISTORY     - 1936     MONUMENTED       NJGS
 AI8454  HISTORY     - 19981026 GOOD             NJGS
 AI8454  HISTORY     - 20051124 MARK NOT FOUND   GEOCAC
 AI8454
 AI8454                          STATION DESCRIPTION
 AI8454
 AI8454'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI8454'THE STATION IS LOCATED IN THE CITY OF HACKENSACK ON THE NORTHEAST SIDE
 AI8454'OF RIVER STREET, COUNTY ROAD 503, JUST NORTHEAST OF A STEEL RAILROAD
 AI8454'BRIDGE OVERPASS NEAR THE TEE INTERSECTION OF RIVER STREET AND MERCER
 AI8454'STREET.  TO REACH THE STATION FROM THE INTERSECTION OF PASSAIC STREET
 AI8454'AND RIVER STREET, GO SOUTHWEST ON RIVER STREET FOR 0.55 MI (0.89 KM)
 AI8454'TO THE STATION ON THE LEFT, SET ABOUT 0.05 M (0.16 FT) BELOW THE LEVEL
 AI8454'OF THE SIDEWALK.  THE STATION IS 8.7 M (28.5 FT) SOUTHEAST FROM THE
 AI8454'CENTERLINE OF RIVER STREET, 28.5 M (93.5 FT) NORTHEAST FROM THE CENTER
 AI8454'OF THE RAILROAD BRIDGE OVERPASS, 4.2 M (13.8 FT) NORTHWEST FROM A 1.3
 AI8454'FT (0.4 M) BY 1.5 FT (0.5 M) STEEL SIGN POST, 6.1 M (20.0 FT) WEST
 AI8454'FROM A PUBLIC TELEPHONE BOOTH AND 10.2 M (33.5 FT) SOUTHWEST FROM A
 AI8454'MANHOLE IN THE SIDEWALK ON THE SOUTHEAST SIDE OF RIVER STREET.
 AI8454
 AI8454                          STATION RECOVERY (2005)
 AI8454
 AI8454'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 AI8454'UNABLE TO FIND.  RIVER ROAD HAS BEEN WIDENED, AND A NEW SIDEWALK
 AI8454'BUILT.  FROM THE REFERENCE POINTS, THIS STATION WAS DESTROYED WHEN THE
 AI8454'NEW SIDEWALK WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0511 ***********************************************************************
 KV0511  DESIGNATION -  805 NJGS
 KV0511  PID         -  KV0511
 KV0511  STATE/COUNTY-  NJ/BERGEN
 KV0511  USGS QUAD   -  WEEHAWKEN (1995)
 KV0511
 KV0511                         *CURRENT SURVEY CONTROL
 KV0511  ___________________________________________________________________
 KV0511* NAD 83(1986)-  40 52 15.     (N)    074 03 48.     (W)     SCALED    
 KV0511* NAVD 88     -        13.173  (meters)      43.22   (feet)  ADJUSTED  
 KV0511  ___________________________________________________________________
 KV0511  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KV0511  DYNAMIC HT  -          13.168 (meters)      43.20  (feet)  COMP
 KV0511  MODELED GRAV-     980,236.8   (mgal)                       NAVD 88
 KV0511
 KV0511  VERT ORDER  -  SECOND    CLASS 0
 KV0511
 KV0511.The horizontal coordinates were scaled from a topographic map and have
 KV0511.an estimated accuracy of +/- 6 seconds.
 KV0511
 KV0511.The orthometric height was determined by differential leveling
 KV0511.and adjusted by the National Geodetic Survey in June 1991..
 KV0511
 KV0511.The geoid height was determined by GEOID03.
 KV0511
 KV0511.The dynamic height is computed by dividing the NAVD 88
 KV0511.geopotential number by the normal gravity value computed on the
 KV0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0511.degrees latitude (g = 980.6199 gals.).
 KV0511
 KV0511.The modeled gravity was interpolated from observed gravity values.
 KV0511
 KV0511;                    North         East    Units  Estimated Accuracy
 KV0511;SPC NJ       -   226,300.      186,810.      MT  (+/- 180 meters Scaled)
 KV0511
 KV0511                          SUPERSEDED SURVEY CONTROL
 KV0511
 KV0511  NGVD 29 (??/??/??)   13.483  (m)           44.24   (f) ADJUSTED    2 0
 KV0511
 KV0511.Superseded values are not recommended for survey control.
 KV0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0511.See file dsdata.txt to determine how the superseded data were derived.
 KV0511
 KV0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL789248(NAD 83)
 KV0511_MARKER: DD = SURVEY DISK
 KV0511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0511_SP_SET: SIDEWALK
 KV0511_STAMPING: 805 44.229
 KV0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0511
 KV0511  HISTORY     - Date     Condition        Report By
 KV0511  HISTORY     - 1956     MONUMENTED       NJGS
 KV0511  HISTORY     - 1956     GOOD             CGS
 KV0511  HISTORY     - 19940918 POOR             USPSQD
 KV0511
 KV0511                          STATION DESCRIPTION
 KV0511
 KV0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0511'AT HASBROUCK HEIGHTS.
 KV0511'AT HASBROUCK HEIGHTS, ABOUT 150 YARDS SOUTHWEST OF THE HACKENSACK
 KV0511'CITY LIMITS, AT THE TERRACE AVENUE BRIDGE OVER STATE HIGHWAY 17,
 KV0511'IN TOP AND NEAR THE NORTH END OF THE EAST CONCRETE SIDEWALK OF
 KV0511'THE BRIDGE, 66 FEET SOUTH OF THE NORTH END OF THE BRIDGE AND
 KV0511'1.0 FOOT ABOVE THE BRIDGE FLOOR.
 KV0511
 KV0511                          STATION RECOVERY (1994)
 KV0511
 KV0511'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0511'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0722 ***********************************************************************
 LY0722  DESIGNATION -  808.39
 LY0722  PID         -  LY0722
 LY0722  STATE/COUNTY-  NJ/SUSSEX
 LY0722  USGS QUAD   -  PORT JERVIS SOUTH (1983)
 LY0722
 LY0722                         *CURRENT SURVEY CONTROL
 LY0722  ___________________________________________________________________
 LY0722* NAD 83(1986)-  41 16 38.     (N)    074 39 12.     (W)     SCALED    
 LY0722* NAVD 88     -       246.162  (meters)     807.62   (feet)  ADJUSTED  
 LY0722  ___________________________________________________________________
 LY0722  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 LY0722  DYNAMIC HT  -         246.056 (meters)     807.27  (feet)  COMP
 LY0722  MODELED GRAV-     980,185.3   (mgal)                       NAVD 88
 LY0722
 LY0722  VERT ORDER  -  FIRST     CLASS II
 LY0722
 LY0722.The horizontal coordinates were scaled from a topographic map and have
 LY0722.an estimated accuracy of +/- 6 seconds.
 LY0722
 LY0722.The orthometric height was determined by differential leveling
 LY0722.and adjusted by the National Geodetic Survey in June 1991..
 LY0722
 LY0722.The geoid height was determined by GEOID03.
 LY0722
 LY0722.The dynamic height is computed by dividing the NAVD 88
 LY0722.geopotential number by the normal gravity value computed on the
 LY0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0722.degrees latitude (g = 980.6199 gals.).
 LY0722
 LY0722.The modeled gravity was interpolated from observed gravity values.
 LY0722
 LY0722;                    North         East    Units  Estimated Accuracy
 LY0722;SPC NJ       -   271,340.      137,160.      MT  (+/- 180 meters Scaled)
 LY0722
 LY0722                          SUPERSEDED SURVEY CONTROL
 LY0722
 LY0722  NGVD 29 (??/??/92)  246.342  (m)          808.21   (f) ADJ UNCH    1 2
 LY0722
 LY0722.Superseded values are not recommended for survey control.
 LY0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0722.See file dsdata.txt to determine how the superseded data were derived.
 LY0722
 LY0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL290695(NAD 83)
 LY0722_MARKER: X = CHISELED CROSS
 LY0722_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0722_SP_SET: CORNER STONE
 LY0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0722+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 LY0722
 LY0722  HISTORY     - Date     Condition        Report By
 LY0722  HISTORY     - UNK      MONUMENTED       NJDCED
 LY0722  HISTORY     - 1942     GOOD             NGS
 LY0722  HISTORY     - 20030910 GOOD             AASCO
 LY0722
 LY0722                          STATION DESCRIPTION
 LY0722
 LY0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0722'AT COLESVILLE.
 LY0722'AT COLESVILLE, SUSSEX COUNTY, ON THE SUSSEX-PORT JERVIS HIGHWAY,
 LY0722'180 FEET SOUTH OF THE POST OFFICE, 30 FEET WEST OF THE CENTERLINE
 LY0722'OF THE HIGHWAY, AT THE NORTHEAST CORNER OF THE COLESVILLE
 LY0722'METHODIST CHURCH, IN THE CORNERSTONE MARKED 1887 AND BETWEEN THE
 LY0722'TWO 8S IN 1887.  A CHISELED CROSS.
 LY0722
 LY0722                          STATION RECOVERY (2003)
 LY0722
 LY0722'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2003 (JAL)
 LY0722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0261 ***********************************************************************
 JU0261  DESIGNATION -  81
 JU0261  PID         -  JU0261
 JU0261  STATE/COUNTY-  NJ/BURLINGTON
 JU0261  USGS QUAD   -  WOODMANSIE (1995)
 JU0261
 JU0261                         *CURRENT SURVEY CONTROL
 JU0261  ___________________________________________________________________
 JU0261* NAD 83(1986)-  39 50 57.     (N)    074 29 23.     (W)     SCALED    
 JU0261* NAVD 88     -        47.135  (meters)     154.64   (feet)  ADJUSTED  
 JU0261  ___________________________________________________________________
 JU0261  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 JU0261  DYNAMIC HT  -          47.113 (meters)     154.57  (feet)  COMP
 JU0261  MODELED GRAV-     980,159.2   (mgal)                       NAVD 88
 JU0261
 JU0261  VERT ORDER  -  SECOND    CLASS 0
 JU0261
 JU0261.The horizontal coordinates were scaled from a topographic map and have
 JU0261.an estimated accuracy of +/- 6 seconds.
 JU0261
 JU0261.The orthometric height was determined by differential leveling
 JU0261.and adjusted by the National Geodetic Survey in June 1991..
 JU0261
 JU0261.The geoid height was determined by GEOID03.
 JU0261
 JU0261.The dynamic height is computed by dividing the NAVD 88
 JU0261.geopotential number by the normal gravity value computed on the
 JU0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0261.degrees latitude (g = 980.6199 gals.).
 JU0261
 JU0261.The modeled gravity was interpolated from observed gravity values.
 JU0261
 JU0261;                    North         East    Units  Estimated Accuracy
 JU0261;SPC NJ       -   112,770.      150,880.      MT  (+/- 180 meters Scaled)
 JU0261
 JU0261                          SUPERSEDED SURVEY CONTROL
 JU0261
 JU0261  NGVD 29 (??/??/??)   47.516  (m)          155.89   (f) ADJUSTED    2 0
 JU0261
 JU0261.Superseded values are not recommended for survey control.
 JU0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0261.See file dsdata.txt to determine how the superseded data were derived.
 JU0261
 JU0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK436111(NAD 83)
 JU0261_MARKER: Z = SEE DESCRIPTION
 JU0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0261_SP_SET: BASE
 JU0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0261
 JU0261  HISTORY     - Date     Condition        Report By
 JU0261  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0261  HISTORY     - 1935     GOOD             CGS
 JU0261  HISTORY     - 1947     GOOD             CGS
 JU0261  HISTORY     - 19950303 MARK NOT FOUND   NJGS
 JU0261
 JU0261                          STATION DESCRIPTION
 JU0261
 JU0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0261'3.3 MI NE FROM CHATSWORTH.
 JU0261'ABOUT 3.3 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW
 JU0261'JERSEY FROM THE STATION AT CHATSWORTH, BURLINGTON COUNTY,
 JU0261'AT MILEPOST 81, IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST
 JU0261'OF THE CENTER LINE OF THE TRACK.  A RAISED LUG.
 JU0261
 JU0261                          STATION RECOVERY (1947)
 JU0261
 JU0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JU0261'RECOVERED IN GOOD CONDITION.
 JU0261
 JU0261                          STATION RECOVERY (1995)
 JU0261
 JU0261'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0261'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0261'SEARCH BY A TWO MAN PARTY.  ONLY THE CONCRETE BASE THAT SUPPORTED THE
 JU0261'IRON POST AND BASE WAS FOUND.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9807 ***********************************************************************
 DE9807  DESIGNATION -  8102
 DE9807  PID         -  DE9807
 DE9807  STATE/COUNTY-  NJ/MERCER
 DE9807  USGS QUAD   -  TRENTON EAST (1981)
 DE9807
 DE9807                         *CURRENT SURVEY CONTROL
 DE9807  ___________________________________________________________________
 DE9807* NAD 83(1986)-  40 10 30.     (N)    074 39 24.     (W)     SCALED    
 DE9807* NAVD 88     -        18.226  (meters)      59.80   (feet)  ADJUSTED  
 DE9807  ___________________________________________________________________
 DE9807  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 DE9807  DYNAMIC HT  -          18.218 (meters)      59.77  (feet)  COMP
 DE9807  MODELED GRAV-     980,198.0   (mgal)                       NAVD 88
 DE9807
 DE9807  VERT ORDER  -  FIRST     CLASS II
 DE9807
 DE9807.The horizontal coordinates were scaled from a topographic map and have
 DE9807.an estimated accuracy of +/- 6 seconds.
 DE9807
 DE9807.The orthometric height was determined by differential leveling
 DE9807.and adjusted by the National Geodetic Survey in March 2005..
 DE9807
 DE9807.The geoid height was determined by GEOID03.
 DE9807
 DE9807.The dynamic height is computed by dividing the NAVD 88
 DE9807.geopotential number by the normal gravity value computed on the
 DE9807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9807.degrees latitude (g = 980.6199 gals.).
 DE9807
 DE9807.The modeled gravity was interpolated from observed gravity values.
 DE9807
 DE9807;                    North         East    Units  Estimated Accuracy
 DE9807;SPC NJ       -   148,960.      136,660.      MT  (+/- 180 meters Scaled)
 DE9807
 DE9807                          SUPERSEDED SURVEY CONTROL
 DE9807
 DE9807.No superseded survey control is available for this station.
 DE9807
 DE9807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK292472(NAD 83)
 DE9807_MARKER: DD = SURVEY DISK
 DE9807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9807_STAMPING: 8102
 DE9807_MARK LOGO: NJGS  
 DE9807_PROJECTION: RECESSED 30 CENTIMETERS
 DE9807_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9807+STABILITY: SURFACE MOTION
 DE9807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9807+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 DE9807
 DE9807  HISTORY     - Date     Condition        Report By
 DE9807  HISTORY     - 2002     MONUMENTED       NJGS
 DE9807  HISTORY     - 20020708 GOOD             NJGS
 DE9807
 DE9807                          STATION DESCRIPTION
 DE9807
 DE9807'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DE9807'THE STATION IS LOCATED IN HAMILTON TOWNSHIP ON THE SOUTHWEST SIDE OF
 DE9807'YARDVILLE
 DE9807'ALLENTOWN ROAD, COUNTY ROAD 524.  TO REACH THE STATION FROM THE
 DE9807'INTERSECTION OF
 DE9807'YARDVILLE ALLENTOWN ROAD AND STATE ROUTE 156 IN THE COMMUNITY OF
 DE9807'YARDVILLE, GO
 DE9807'SOUTHEAST ON YARDVILLE ALLENTOWN ROAD FOR ABOUT 0.7 MI TO THE STATION
 DE9807'ON THE RIGHT,
 DE9807'SET ABOUT O.3 M BELOW THE GROUND IN FRONT OF HOUSE NUMBER 709.  THE
 DE9807'STATION IS 20.1 M
 DE9807'NORTHEAST FROM THE NORTHEAST CORNER OF A TWO STORY FRAME DWELLING,
 DE9807'HOUSE NUMBER
 DE9807'691, 13.7 M NORTHWEST FROM THE NORTHWEST CORNER OF A TWO STORY FRAME
 DE9807'DWELLING,
 DE9807'HOUSE NUMBER 709, 5.8 M SOUTHWEST FROM THE WESTERLY OF TWO SANITARY
 DE9807'SEWER MANHOLE
 DE9807'COVERS SET IN THE EASTBOUND LANE OF YARDVILLE ALLENTOWN ROAD, 21.7 M
 DE9807'SOUTHWEST  AND
 DE9807'ACROSS THE STREET FROM A FIRE HYDRANT, AND 6.7 M SOUTH FROM THE
 DE9807'CENTERLINE OF
 DE9807'YARDVILLE ALLENTOWN ROAD.
 DE9807'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6802 ***********************************************************************
 KV6802  DESIGNATION -  8105
 KV6802  PID         -  KV6802
 KV6802  STATE/COUNTY-  NJ/MERCER
 KV6802  USGS QUAD   -  TRENTON EAST (1981)
 KV6802
 KV6802                         *CURRENT SURVEY CONTROL
 KV6802  ___________________________________________________________________
 KV6802* NAD 83(1996)-  40 10 16.61674(N)    074 38 07.17698(W)     ADJUSTED  
 KV6802* NAVD 88     -        25.446  (meters)      83.48   (feet)  ADJUSTED  
 KV6802  ___________________________________________________________________
 KV6802  X           -   1,293,133.442 (meters)                     COMP
 KV6802  Y           -  -4,706,022.852 (meters)                     COMP
 KV6802  Z           -   4,092,531.685 (meters)                     COMP
 KV6802  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 KV6802  ELLIP HEIGHT-          -7.22  (meters)          (10/23/02) GPS OBS
 KV6802  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KV6802  DYNAMIC HT  -          25.436 (meters)      83.45  (feet)  COMP
 KV6802  MODELED GRAV-     980,200.8   (mgal)                       NAVD 88
 KV6802
 KV6802  HORZ ORDER  -  FIRST
 KV6802  VERT ORDER  -  FIRST     CLASS II
 KV6802  ELLP ORDER  -  FOURTH    CLASS I
 KV6802
 KV6802.The horizontal coordinates were established by GPS observations
 KV6802.and adjusted by the National Geodetic Survey in May 1999..
 KV6802
 KV6802.The orthometric height was determined by differential leveling
 KV6802.and adjusted by the National Geodetic Survey in March 2005..
 KV6802
 KV6802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6802
 KV6802.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6802
 KV6802.The ellipsoidal height was determined by GPS observations
 KV6802.and is referenced to NAD 83.
 KV6802
 KV6802.The geoid height was determined by GEOID03.
 KV6802
 KV6802.The dynamic height is computed by dividing the NAVD 88
 KV6802.geopotential number by the normal gravity value computed on the
 KV6802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6802.degrees latitude (g = 980.6199 gals.).
 KV6802
 KV6802.The modeled gravity was interpolated from observed gravity values.
 KV6802
 KV6802;                    North         East     Units Scale Factor Converg.
 KV6802;SPC NJ       -   148,539.850   138,473.987   MT  0.99990163   -0 05 14.3
 KV6802;SPC NJ       -   487,334.49    454,310.07   sFT  0.99990163   -0 05 14.3
 KV6802;SPC PA S     -    97,719.287   865,245.596   MT  0.99997133   +2 01 14.8
 KV6802;SPC PA S     -   320,600.69  2,838,726.59   sFT  0.99997133   +2 01 14.8
 KV6802;UTM  18      - 4,446,831.918   531,050.503   MT  0.99961187   +0 14 06.9
 KV6802
 KV6802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6802!SPC NJ       -   1.00000113  x   0.99990163  =   0.99990276
 KV6802!SPC PA S     -   1.00000113  x   0.99997133  =   0.99997246
 KV6802!UTM  18      -   1.00000113  x   0.99961187  =   0.99961300
 KV6802
 KV6802                          SUPERSEDED SURVEY CONTROL
 KV6802
 KV6802  ELLIP H (05/14/99)   -7.23   (m)                       GP(       ) 4 1
 KV6802  NAD 83(1986)-  40 10 16.61689(N)    074 38 07.17968(W) AD(       ) 1
 KV6802  NGVD 29 (09/20/93)   25.8    (m)           85.     (f) GPS OBS        
 KV6802
 KV6802.Superseded values are not recommended for survey control.
 KV6802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6802.See file dsdata.txt to determine how the superseded data were derived.
 KV6802
 KV6802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3105146832(NAD 83)
 KV6802_MARKER: DD = SURVEY DISK
 KV6802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6802_SP_SET: CONCRETE POST
 KV6802_STAMPING: 8105
 KV6802_MARK LOGO: NJGS  
 KV6802_PROJECTION: RECESSED 10 CENTIMETERS
 KV6802_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6802+STABILITY: SURFACE MOTION
 KV6802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6802+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2002
 KV6802
 KV6802  HISTORY     - Date     Condition        Report By
 KV6802  HISTORY     - 1960     MONUMENTED       NJGS
 KV6802  HISTORY     - 19900427 GOOD             NJGS
 KV6802  HISTORY     - 19900427 GOOD             NJGS
 KV6802  HISTORY     - 20020427 GOOD             NJGS
 KV6802
 KV6802                          STATION DESCRIPTION
 KV6802
 KV6802'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6802'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, ON THE SOUTH SIDE OF
 KV6802'YARDVILLE ALLENTOWN ROAD, COUNTY ROAD 524, JUST WEST OF THE NEW
 KV6802'JERSEY TURNPIKE.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 KV6802'HIGHWAY 130 AND COUNTY ROAD 524, IN YARDVILLE, GO 1.9 MI (3.1 KM)
 KV6802'EAST ON COUNTY ROAD 524 TO THE STATION ON THE RIGHT.  THE STATION IS
 KV6802'OPPOSITE THE CENTER OF A 2 STORY FRAME FARM HOUSE, NUMBER 1030, ON
 KV6802'THE NORTH SIDE OF THE ROAD.  THE STATION IS 5.0 M (16.4 FT) SOUTH OF
 KV6802'THE CENTERLINE OF COUNTY ROAD 524, 0.9 M (3.0 FT) SOUTH OF THE EDGE
 KV6802'OF PAVEMENT, 11.5 M (37.7 FT) EAST OF POLE NUMBER 60037 HM, 123.5 FT
 KV6802'(37.6 M) SOUTHEAST OF POLE NUMBER 69057 LOCATED IN THE FARMHOUSE
 KV6802'YARD, 14.0 M (45.9 FT) EAST OF THE CENTERLINE EXTENDED OF THE
 KV6802'DRIVEWAY TO THE FARM AND 29.3 M (96.1 FT) WEST OF POLE NUMBER 60038
 KV6802'HM.  THE STATION IS 0.1 M (0.3 FT) BELOW THE GROUND.
 KV6802
 KV6802                          STATION RECOVERY (1990)
 KV6802
 KV6802'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6802'RECOVERED WITH THE FOLLOWING CHANGES.  THE FARM HOUSE MENTIONED IN THE
 KV6802'1990
 KV6802'DESCRIPTION HAS BEEN REPLACED BY THE SAINT JAMES EPISCOPAL CHURCH.
 KV6802'THE STATION IS 44 M
 KV6802'WEST FROM THE EXTENDED CENTERLINE OF THE DRIVEWAY LEADING TO THE
 KV6802'CHURCH, AND 0.1 MI
 KV6802'EAST FROM THE COUNTY ROUTE 524 BRIDGE OVER THE NEW JERSEY TURNPIKE.
 KV6802'
 KV6802
 KV6802                          STATION RECOVERY (2002)
 KV6802
 KV6802'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002
 KV6802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9810 ***********************************************************************
 DE9810  DESIGNATION -  8106
 DE9810  PID         -  DE9810
 DE9810  STATE/COUNTY-  NJ/MERCER
 DE9810  USGS QUAD   -  TRENTON EAST (1981)
 DE9810
 DE9810                         *CURRENT SURVEY CONTROL
 DE9810  ___________________________________________________________________
 DE9810* NAD 83(1986)-  40 10 14.     (N)    074 37 46.     (W)     SCALED    
 DE9810* NAVD 88     -        25.172  (meters)      82.59   (feet)  ADJUSTED  
 DE9810  ___________________________________________________________________
 DE9810  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 DE9810  DYNAMIC HT  -          25.161 (meters)      82.55  (feet)  COMP
 DE9810  MODELED GRAV-     980,201.5   (mgal)                       NAVD 88
 DE9810
 DE9810  VERT ORDER  -  FIRST     CLASS II
 DE9810
 DE9810.The horizontal coordinates were scaled from a topographic map and have
 DE9810.an estimated accuracy of +/- 6 seconds.
 DE9810
 DE9810.The orthometric height was determined by differential leveling
 DE9810.and adjusted by the National Geodetic Survey in March 2005..
 DE9810
 DE9810.The geoid height was determined by GEOID03.
 DE9810
 DE9810.The dynamic height is computed by dividing the NAVD 88
 DE9810.geopotential number by the normal gravity value computed on the
 DE9810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9810.degrees latitude (g = 980.6199 gals.).
 DE9810
 DE9810.The modeled gravity was interpolated from observed gravity values.
 DE9810
 DE9810;                    North         East    Units  Estimated Accuracy
 DE9810;SPC NJ       -   148,460.      138,980.      MT  (+/- 180 meters Scaled)
 DE9810
 DE9810                          SUPERSEDED SURVEY CONTROL
 DE9810
 DE9810.No superseded survey control is available for this station.
 DE9810
 DE9810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK315467(NAD 83)
 DE9810_MARKER: DD = SURVEY DISK
 DE9810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9810_STAMPING: 8106
 DE9810_MARK LOGO: NJGS  
 DE9810_PROJECTION: FLUSH
 DE9810_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9810+STABILITY: SURFACE MOTION
 DE9810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9810+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 DE9810
 DE9810  HISTORY     - Date     Condition        Report By
 DE9810  HISTORY     - 2002     MONUMENTED       NJGS
 DE9810  HISTORY     - 20020708 GOOD             NJGS
 DE9810
 DE9810                          STATION DESCRIPTION
 DE9810
 DE9810'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DE9810'THE STATION IS LOCATED IN HAMILTON TOWNSHIP ON THE SOUTH SIDE OF
 DE9810'YARDVILLE ALLENTOWN
 DE9810'ROAD, COUNTY ROAD 524.  TO REACH THE STATION FROM THE BRIDGE CARRYING
 DE9810'YARDVILLE
 DE9810'ALLENTOWN ROAD, COUNTY ROAD 524 OVER THE NEW JERSEY TURNPIKE, GO EAST
 DE9810'ON YARDVILLE
 DE9810'ALLENTOWN ROAD FOR 0.45 MI TO THE STATION ON THE RIGHT.  THE STATION
 DE9810'IS 7.15 M SOUTH FROM
 DE9810'THE CENTERLINE OF YARDVILLE
 DE9810'ALLENTOWN ROAD, 29.8 M EAST FROM WOOD UTILITY POLE NUMBER 6005HM, 11.4
 DE9810'M SOUTH FROM
 DE9810'THE SOUTH FACE OF THE NORTH CURB AND 0.5 M SOUTH FROM A METAL WITNESS
 DE9810'POST WITH SIGN
 DE9810'ATTACHED.
 DE9810' 
 DE9810'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9811 ***********************************************************************
 DE9811  DESIGNATION -  8107
 DE9811  PID         -  DE9811
 DE9811  STATE/COUNTY-  NJ/MERCER
 DE9811  USGS QUAD   -  ALLENTOWN (1995)
 DE9811
 DE9811                         *CURRENT SURVEY CONTROL
 DE9811  ___________________________________________________________________
 DE9811* NAD 83(1986)-  40 10 20.     (N)    074 37 17.     (W)     SCALED    
 DE9811* NAVD 88     -        24.065  (meters)      78.95   (feet)  ADJUSTED  
 DE9811  ___________________________________________________________________
 DE9811  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 DE9811  DYNAMIC HT  -          24.055 (meters)      78.92  (feet)  COMP
 DE9811  MODELED GRAV-     980,202.2   (mgal)                       NAVD 88
 DE9811
 DE9811  VERT ORDER  -  FIRST     CLASS II
 DE9811
 DE9811.The horizontal coordinates were scaled from a topographic map and have
 DE9811.an estimated accuracy of +/- 6 seconds.
 DE9811
 DE9811.The orthometric height was determined by differential leveling
 DE9811.and adjusted by the National Geodetic Survey in March 2005..
 DE9811
 DE9811.The geoid height was determined by GEOID03.
 DE9811
 DE9811.The dynamic height is computed by dividing the NAVD 88
 DE9811.geopotential number by the normal gravity value computed on the
 DE9811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9811.degrees latitude (g = 980.6199 gals.).
 DE9811
 DE9811.The modeled gravity was interpolated from observed gravity values.
 DE9811
 DE9811;                    North         East    Units  Estimated Accuracy
 DE9811;SPC NJ       -   148,640.      139,660.      MT  (+/- 180 meters Scaled)
 DE9811
 DE9811                          SUPERSEDED SURVEY CONTROL
 DE9811
 DE9811.No superseded survey control is available for this station.
 DE9811
 DE9811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK322469(NAD 83)
 DE9811_MARKER: DD = SURVEY DISK
 DE9811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9811_STAMPING: 8107
 DE9811_MARK LOGO: NJDCED
 DE9811_PROJECTION: FLUSH
 DE9811_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9811+STABILITY: SURFACE MOTION
 DE9811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9811+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 DE9811
 DE9811  HISTORY     - Date     Condition        Report By
 DE9811  HISTORY     - 2002     MONUMENTED       NJDCED
 DE9811  HISTORY     - 20020708 GOOD             NJGS
 DE9811
 DE9811                          STATION DESCRIPTION
 DE9811
 DE9811'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DE9811'THE STATION IS LOCATED IN HAMILTON TOWNSHIP ON THE NORTH SIDE OF
 DE9811'YARDVILLE ALLENTOWN
 DE9811'ROAD, COUNTY ROAD 524.  TO REACH THE STATION FROM THE BRIDGE CARRYING
 DE9811'YARDVILLE
 DE9811'ALLENTOWN ROAD, COUNTY ROAD 524 OVER THE NEW JERSEY TURNPIKE. GO EAST
 DE9811'ON YARDVILLE
 DE9811'ALLENTOWN ROAD FOR 0.9 MI TO THE STATION ON THE LEFT.  THE STATION IS
 DE9811'4.45 M NORTH FROM
 DE9811'THE CENTERLINE OF PAVING, 14.2 M
 DE9811'NORTHEAST FROM WOOD UTILITY POLE NUMBER 66125 HM, 19.35 M WEST FROM A
 DE9811'DRILL HOLE FOUND
 DE9811'IN THE SOUTHWEST CORNER OF A CONCRETE CULVERT HEADWALL, AND 0.5 M
 DE9811'SOUTH FROM A METAL
 DE9811'WITNESS POST WITH SIGN ATTACHED.
 DE9811' 
 DE9811'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9813 ***********************************************************************
 DE9813  DESIGNATION -  8110
 DE9813  PID         -  DE9813
 DE9813  STATE/COUNTY-  NJ/MONMOUTH
 DE9813  USGS QUAD   -  ALLENTOWN (1995)
 DE9813
 DE9813                         *CURRENT SURVEY CONTROL
 DE9813  ___________________________________________________________________
 DE9813* NAD 83(1986)-  40 10 29.     (N)    074 36 08.     (W)     SCALED    
 DE9813* NAVD 88     -        24.805  (meters)      81.38   (feet)  ADJUSTED  
 DE9813  ___________________________________________________________________
 DE9813  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 DE9813  DYNAMIC HT  -          24.794 (meters)      81.34  (feet)  COMP
 DE9813  MODELED GRAV-     980,203.8   (mgal)                       NAVD 88
 DE9813
 DE9813  VERT ORDER  -  FIRST     CLASS II
 DE9813
 DE9813.The horizontal coordinates were scaled from a topographic map and have
 DE9813.an estimated accuracy of +/- 6 seconds.
 DE9813
 DE9813.The orthometric height was determined by differential leveling
 DE9813.and adjusted by the National Geodetic Survey in March 2005..
 DE9813
 DE9813.The geoid height was determined by GEOID03.
 DE9813
 DE9813.The dynamic height is computed by dividing the NAVD 88
 DE9813.geopotential number by the normal gravity value computed on the
 DE9813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9813.degrees latitude (g = 980.6199 gals.).
 DE9813
 DE9813.The modeled gravity was interpolated from observed gravity values.
 DE9813
 DE9813;                    North         East    Units  Estimated Accuracy
 DE9813;SPC NJ       -   148,920.      141,290.      MT  (+/- 180 meters Scaled)
 DE9813
 DE9813                          SUPERSEDED SURVEY CONTROL
 DE9813
 DE9813.No superseded survey control is available for this station.
 DE9813
 DE9813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK338472(NAD 83)
 DE9813_MARKER: DD = SURVEY DISK
 DE9813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9813_STAMPING: 8110
 DE9813_MARK LOGO: NJDCED
 DE9813_PROJECTION: FLUSH
 DE9813_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9813+STABILITY: SURFACE MOTION
 DE9813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9813+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 DE9813
 DE9813  HISTORY     - Date     Condition        Report By
 DE9813  HISTORY     - 2002     MONUMENTED       NJDCED
 DE9813  HISTORY     - 20020708 GOOD             NJGS
 DE9813
 DE9813                          STATION DESCRIPTION
 DE9813
 DE9813'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DE9813'THE STATION IS LOCATED IN UPPER FREEHOLD TOWNSHIP ON THE NORTH SIDE OF
 DE9813'YARDVILLE
 DE9813'ALLENTOWN ROAD, COUNTY ROAD 524.  TO REACH THE STATION FROM THE BRIDGE
 DE9813'CARRYING
 DE9813'YARDVILLE ALLENTOWN ROAD, COUNTY ROAD 524 OVER THE NEW JERSEY
 DE9813'TURNPIKE, GO EAST ON
 DE9813'YARDVILLE ALLENTOWN ROAD FOR 1.95 MI TO THE STATION ON THE LEFT.   THE
 DE9813'STATION IS 18.5 M
 DE9813'WEST FROM THE WEST CORNER OF HOUSE NUMBER 1276, A TWO STORY FRAME
 DE9813'DWELLING, 16.9 M
 DE9813'NORTH NORTHEAST FROM THE CENTERLINE OF COUNTY ROAD 524, 25.6 M
 DE9813'NORTHEAST FROM WOOD
 DE9813'UTILITY POLE NUMBER 60610, 35.0 M WEST NORTHWEST FROM WOOD UTILITY
 DE9813'POLE NUMBER 60309 S
 DE9813'1412 F, AND 5.0 M NORTH NORTHEAST FROM THE NORTH EDGE OF PAVING.
 DE9813' 
 DE9813' 
 DE9813' 
 DE9813'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9814 ***********************************************************************
 DE9814  DESIGNATION -  8112
 DE9814  PID         -  DE9814
 DE9814  STATE/COUNTY-  NJ/MONMOUTH
 DE9814  USGS QUAD   -  ALLENTOWN (1995)
 DE9814
 DE9814                         *CURRENT SURVEY CONTROL
 DE9814  ___________________________________________________________________
 DE9814* NAD 83(1986)-  40 10 28.     (N)    074 35 26.     (W)     SCALED    
 DE9814* NAVD 88     -        32.195  (meters)     105.63   (feet)  ADJUSTED  
 DE9814  ___________________________________________________________________
 DE9814  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DE9814  DYNAMIC HT  -          32.181 (meters)     105.58  (feet)  COMP
 DE9814  MODELED GRAV-     980,205.0   (mgal)                       NAVD 88
 DE9814
 DE9814  VERT ORDER  -  FIRST     CLASS II
 DE9814
 DE9814.The horizontal coordinates were scaled from a topographic map and have
 DE9814.an estimated accuracy of +/- 6 seconds.
 DE9814
 DE9814.The orthometric height was determined by differential leveling
 DE9814.and adjusted by the National Geodetic Survey in March 2005..
 DE9814
 DE9814.The geoid height was determined by GEOID03.
 DE9814
 DE9814.The dynamic height is computed by dividing the NAVD 88
 DE9814.geopotential number by the normal gravity value computed on the
 DE9814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9814.degrees latitude (g = 980.6199 gals.).
 DE9814
 DE9814.The modeled gravity was interpolated from observed gravity values.
 DE9814
 DE9814;                    North         East    Units  Estimated Accuracy
 DE9814;SPC NJ       -   148,890.      142,290.      MT  (+/- 180 meters Scaled)
 DE9814
 DE9814                          SUPERSEDED SURVEY CONTROL
 DE9814
 DE9814.No superseded survey control is available for this station.
 DE9814
 DE9814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK348471(NAD 83)
 DE9814_MARKER: DD = SURVEY DISK
 DE9814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9814_STAMPING: 8112
 DE9814_MARK LOGO: NJDCED
 DE9814_PROJECTION: FLUSH
 DE9814_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9814+STABILITY: SURFACE MOTION
 DE9814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9814+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 DE9814
 DE9814  HISTORY     - Date     Condition        Report By
 DE9814  HISTORY     - 2002     MONUMENTED       NJDCED
 DE9814  HISTORY     - 20020708 GOOD             NJGS
 DE9814
 DE9814                          STATION DESCRIPTION
 DE9814
 DE9814'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DE9814'THE STATION IS LOCATED IN THE BOUOUGH OF ALLENTOWN ON THE SOUTH SIDE
 DE9814'OF MAIN STREET,
 DE9814'COUNTY ROAD 524.  THE STATION IS 12.2 M NORTH FROM THE NORTHEAST
 DE9814'CORNER POST OF THE
 DE9814'FRONT PORCH OF HOUSE NUMBER 115, A TWO STORY FRAME STRUCTURE, 15.3 M
 DE9814'NORTHWEST FROM
 DE9814'THE NORTHWEST CORNER POST OF THE FRONT PORCH OF HOUSE NUMBER 113, A
 DE9814'ONE STORY FRAME
 DE9814'STRUCTURE, 20.8 M WEST FROM WOOD UTILITY POLE NUMBER 60053, 2.5 M
 DE9814'NORTH FROM AND
 DE9814'NORMAL TO A 3 FT HIGH STONE WALL IN FRONT OF HOUSE NUMBER 115, 9.1 M
 DE9814'EAST FROM WOOD
 DE9814'UTILITY POLE NUMBER 60054, 5.4 M SOUTH FROM THE CENTERLINE OF MAIN
 DE9814'STREET, AND 0.6 M
 DE9814'SOUTH FROM THE NORTH FACE OF THE SOUTH CURB OF MAIN STREET.  THE
 DE9814'STATION IS SET FLUSH
 DE9814'WITH THE GROUND.
 DE9814'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9815 ***********************************************************************
 DE9815  DESIGNATION -  8115
 DE9815  PID         -  DE9815
 DE9815  STATE/COUNTY-  NJ/MONMOUTH
 DE9815  USGS QUAD   -  ALLENTOWN (1995)
 DE9815
 DE9815                         *CURRENT SURVEY CONTROL
 DE9815  ___________________________________________________________________
 DE9815* NAD 83(1986)-  40 10 48.     (N)    074 34 50.     (W)     SCALED    
 DE9815* NAVD 88     -        27.188  (meters)      89.20   (feet)  ADJUSTED  
 DE9815  ___________________________________________________________________
 DE9815  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DE9815  DYNAMIC HT  -          27.177 (meters)      89.16  (feet)  COMP
 DE9815  MODELED GRAV-     980,205.4   (mgal)                       NAVD 88
 DE9815
 DE9815  VERT ORDER  -  FIRST     CLASS II
 DE9815
 DE9815.The horizontal coordinates were scaled from a topographic map and have
 DE9815.an estimated accuracy of +/- 6 seconds.
 DE9815
 DE9815.The orthometric height was determined by differential leveling
 DE9815.and adjusted by the National Geodetic Survey in March 2005..
 DE9815
 DE9815.The geoid height was determined by GEOID03.
 DE9815
 DE9815.The dynamic height is computed by dividing the NAVD 88
 DE9815.geopotential number by the normal gravity value computed on the
 DE9815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9815.degrees latitude (g = 980.6199 gals.).
 DE9815
 DE9815.The modeled gravity was interpolated from observed gravity values.
 DE9815
 DE9815;                    North         East    Units  Estimated Accuracy
 DE9815;SPC NJ       -   149,500.      143,140.      MT  (+/- 180 meters Scaled)
 DE9815
 DE9815                          SUPERSEDED SURVEY CONTROL
 DE9815
 DE9815.No superseded survey control is available for this station.
 DE9815
 DE9815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK357478(NAD 83)
 DE9815_MARKER: DD = SURVEY DISK
 DE9815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9815_STAMPING: 8115
 DE9815_MARK LOGO: NJDCED
 DE9815_PROJECTION: RECESSED 15 CENTIMETERS
 DE9815_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9815+STABILITY: SURFACE MOTION
 DE9815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9815+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 DE9815
 DE9815  HISTORY     - Date     Condition        Report By
 DE9815  HISTORY     - 2002     MONUMENTED       NJDCED
 DE9815  HISTORY     - 20020708 GOOD             NJGS
 DE9815
 DE9815                          STATION DESCRIPTION
 DE9815
 DE9815'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DE9815'THE STATION IS LOCATED IN THE BOROUGH OF ALLENTOWN ON THE SOUTHEAST
 DE9815'SIDE OF
 DE9815'NORTH MAIN STREET, COUNTY ROAD 539.  THE STATION IS SET ABOUT 0.15 M
 DE9815'BELOW THE GROUND
 DE9815'UNDER THE NORTHWEST EDGE OF A CONCRETE SIDEWALK IN FRONT OF HOUSE
 DE9815'NUMBER 73, A ONE
 DE9815'STORY BRICK AND FRAME RANCH STYLE STRUCTURE.  THE STATION IS 12.3 M
 DE9815'NORTH FROM THE
 DE9815'NORTHWEST CORNER OF THE HOUSE, 15.9 M NORTHWEST FROM THE NORTHEAST
 DE9815'CORNER OF THE
 DE9815'HOUSE, 19.5 M SOUTHWEST FROM WOOD UTILITY POLE NUMBER 60182, 2.7 M
 DE9815'SOUTH FROM THE
 DE9815'SOUTH CURB OF NORTH MAIN STREET, 6.5 M EAST FROM THE CENTERLINE OF THE
 DE9815'DRIVEWAY
 DE9815'LEADING TO HOUSE NUMBER 73, AND 18.0 M SOUTH SOUTHEAST FROM WOOD
 DE9815'UTILITY POLE NUMBER
 DE9815'60088 AB.
 DE9815' 
 DE9815'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9816 ***********************************************************************
 DE9816  DESIGNATION -  8116
 DE9816  PID         -  DE9816
 DE9816  STATE/COUNTY-  NJ/MONMOUTH
 DE9816  USGS QUAD   -  ALLENTOWN (1995)
 DE9816
 DE9816                         *CURRENT SURVEY CONTROL
 DE9816  ___________________________________________________________________
 DE9816* NAD 83(1986)-  40 10 56.     (N)    074 34 38.     (W)     SCALED    
 DE9816* NAVD 88     -        30.503  (meters)     100.08   (feet)  ADJUSTED  
 DE9816  ___________________________________________________________________
 DE9816  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DE9816  DYNAMIC HT  -          30.490 (meters)     100.03  (feet)  COMP
 DE9816  MODELED GRAV-     980,205.5   (mgal)                       NAVD 88
 DE9816
 DE9816  VERT ORDER  -  FIRST     CLASS II
 DE9816
 DE9816.The horizontal coordinates were scaled from a topographic map and have
 DE9816.an estimated accuracy of +/- 6 seconds.
 DE9816
 DE9816.The orthometric height was determined by differential leveling
 DE9816.and adjusted by the National Geodetic Survey in March 2005..
 DE9816
 DE9816.The geoid height was determined by GEOID03.
 DE9816
 DE9816.The dynamic height is computed by dividing the NAVD 88
 DE9816.geopotential number by the normal gravity value computed on the
 DE9816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9816.degrees latitude (g = 980.6199 gals.).
 DE9816
 DE9816.The modeled gravity was interpolated from observed gravity values.
 DE9816
 DE9816;                    North         East    Units  Estimated Accuracy
 DE9816;SPC NJ       -   149,750.      143,420.      MT  (+/- 180 meters Scaled)
 DE9816
 DE9816                          SUPERSEDED SURVEY CONTROL
 DE9816
 DE9816.No superseded survey control is available for this station.
 DE9816
 DE9816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK359480(NAD 83)
 DE9816_MARKER: DD = SURVEY DISK
 DE9816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9816_STAMPING: 8116
 DE9816_MARK LOGO: NJDCED
 DE9816_PROJECTION: RECESSED 10 CENTIMETERS
 DE9816_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9816+STABILITY: SURFACE MOTION
 DE9816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9816+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 DE9816
 DE9816  HISTORY     - Date     Condition        Report By
 DE9816  HISTORY     - 2002     MONUMENTED       NJDCED
 DE9816  HISTORY     - 20020708 GOOD             NJGS
 DE9816
 DE9816                          STATION DESCRIPTION
 DE9816
 DE9816'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DE9816'THE STATION IS LOCATED IN UPPER FREEHOLD TOWNSHIP ON THE NORTHWEST
 DE9816'SIDE OF COUNTY
 DE9816'ROAD 539.  TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD
 DE9816'526 AND COUNTY
 DE9816'ROAD 539 IN ALLENTOWN BOROUGH, GO NORTHEAST ON COUNTY ROAD 539 FOR 0.5
 DE9816'MI TO THE
 DE9816'STATION ON THE LEFT.  THE STATION IS 6.3 M SOUTHWEST FROM WOOD UTILITY
 DE9816'POLE NUMBER 6017,
 DE9816'32.0 M EAST NORTHEAST FROM WOOD UTILITY POLE NUMBER 60171 UF, 25.6 M
 DE9816'EAST NORTHEAST
 DE9816'FROM A LIONS INTERNATIONAL ALLENTOWN SIGN, 7.2 NORTH NORTHWEST FROM
 DE9816'THE CENTERLINE
 DE9816'OF COUNTY ROAD 539, 2.3 M NORTH NORTHWEST FROM THE NORTHWEST EDGE OF
 DE9816'PAVING OF
 DE9816'COUNTY ROAD 539, AND 0.5 M SOUTH FROM A METAL WITNESS POST WITH SIGN
 DE9816'ATTACHED.  THE
 DE9816'STATION IS SET ABOUT 0.10 M BELOW THE GROUND.
 DE9816' 
 DE9816' 
 DE9816'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9818 ***********************************************************************
 DE9818  DESIGNATION -  8139
 DE9818  PID         -  DE9818
 DE9818  STATE/COUNTY-  NJ/MERCER
 DE9818  USGS QUAD   -  ALLENTOWN (1995)
 DE9818
 DE9818                         *CURRENT SURVEY CONTROL
 DE9818  ___________________________________________________________________
 DE9818* NAD 83(1986)-  40 11 06.     (N)    074 35 34.     (W)     SCALED    
 DE9818* NAVD 88     -        30.360  (meters)      99.61   (feet)  ADJUSTED  
 DE9818  ___________________________________________________________________
 DE9818  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 DE9818  DYNAMIC HT  -          30.348 (meters)      99.57  (feet)  COMP
 DE9818  MODELED GRAV-     980,203.6   (mgal)                       NAVD 88
 DE9818
 DE9818  VERT ORDER  -  FIRST     CLASS II
 DE9818
 DE9818.The horizontal coordinates were scaled from a topographic map and have
 DE9818.an estimated accuracy of +/- 6 seconds.
 DE9818
 DE9818.The orthometric height was determined by differential leveling
 DE9818.and adjusted by the National Geodetic Survey in March 2005..
 DE9818
 DE9818.The geoid height was determined by GEOID03.
 DE9818
 DE9818.The dynamic height is computed by dividing the NAVD 88
 DE9818.geopotential number by the normal gravity value computed on the
 DE9818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9818.degrees latitude (g = 980.6199 gals.).
 DE9818
 DE9818.The modeled gravity was interpolated from observed gravity values.
 DE9818
 DE9818;                    North         East    Units  Estimated Accuracy
 DE9818;SPC NJ       -   150,060.      142,100.      MT  (+/- 180 meters Scaled)
 DE9818
 DE9818                          SUPERSEDED SURVEY CONTROL
 DE9818
 DE9818.No superseded survey control is available for this station.
 DE9818
 DE9818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK346483(NAD 83)
 DE9818_MARKER: DD = SURVEY DISK
 DE9818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9818_STAMPING: 8139
 DE9818_MARK LOGO: NJDCED
 DE9818_PROJECTION: FLUSH
 DE9818_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9818+STABILITY: SURFACE MOTION
 DE9818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9818+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 DE9818
 DE9818  HISTORY     - Date     Condition        Report By
 DE9818  HISTORY     - 2002     MONUMENTED       NJDCED
 DE9818  HISTORY     - 20020708 GOOD             NJGS
 DE9818
 DE9818                          STATION DESCRIPTION
 DE9818
 DE9818'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DE9818'THE STATION IS LOCATED IN WASHINGTON TOWNSHIP ON THE WEST SIDE OF
 DE9818'ALLENTOWN
 DE9818'ROBBINSVILLE ROAD, COUNTY ROAD 526.  TO REACH THE STATION FROM THE
 DE9818'INTERSECTION OF
 DE9818'COUNTY ROAD 539 AND COUNTY ROAD 526 IN THE BOROUGH OF ALLENTOWN, GO
 DE9818'NORTHWEST ON
 DE9818'COUNTY ROAD 526, CHURCH STREET FOR 0.65 MI TO THE STATION ON THE LEFT.
 DE9818'THE STATION IS 8.0
 DE9818'M WEST FROM THE CENTERLINE OF COUNTY ROAD 526, 10.5 M SOUTHWEST FROM
 DE9818'WOOD UTILITY
 DE9818'POLE NUMBER 60641, 21.9 M NORTH NORTHWEST FROM WOOD UTILITY POLE
 DE9818'NUMBER 61061 WA, 4.0
 DE9818'M WEST FROM THE WEST EDGE OF AVING OF COUNTY ROAD 526, 12.6 M NORTH
 DE9818'NORTHWEST FROM A
 DE9818'MAILBOX FOR HOUSE NUMBER 823, 22.3 M SOUTHEAST FROM THE SOUTHEAST
 DE9818'CORNER OF HOUSE
 DE9818'NUMBER 825, A ONE AND A HALF STORY FRAME BUNGALOW TYPE STRUCTURE, AND
 DE9818'2.5 M NORTH
 DE9818'FROM THE EXTENDED CENTERLINE OF THE ASPHALT PAVED DRIVEWAY LEADING TO
 DE9818'HOUSE NUMBER
 DE9818'524 ACROSS THE ROAD.  THE STATION IS SET FLUSHWITH THE GROUND BETWEEN
 DE9818'THE DRIVEWAYS
 DE9818'LEADING TO HOUSES NUMBER 823 AND 825.
 DE9818' 
 DE9818' 
 DE9818' 
 DE9818' 
 DE9818'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6344 ***********************************************************************
 KV6344  DESIGNATION -  8195 A
 KV6344  PID         -  KV6344
 KV6344  STATE/COUNTY-  NJ/MERCER
 KV6344  USGS QUAD   -  TRENTON EAST (1981)
 KV6344
 KV6344                         *CURRENT SURVEY CONTROL
 KV6344  ___________________________________________________________________
 KV6344* NAD 83(1986)-  40 11 15.     (N)    074 41 45.     (W)     SCALED    
 KV6344* NAVD 88     -        19.282  (meters)      63.26   (feet)  ADJUSTED  
 KV6344  ___________________________________________________________________
 KV6344  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV6344  DYNAMIC HT  -          19.273 (meters)      63.23  (feet)  COMP
 KV6344  MODELED GRAV-     980,191.5   (mgal)                       NAVD 88
 KV6344
 KV6344  VERT ORDER  -  FIRST     CLASS II
 KV6344
 KV6344.The horizontal coordinates were scaled from a topographic map and have
 KV6344.an estimated accuracy of +/- 6 seconds.
 KV6344
 KV6344.The orthometric height was determined by differential leveling
 KV6344.and adjusted by the National Geodetic Survey in June 1991..
 KV6344
 KV6344.The geoid height was determined by GEOID03.
 KV6344
 KV6344.The dynamic height is computed by dividing the NAVD 88
 KV6344.geopotential number by the normal gravity value computed on the
 KV6344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6344.degrees latitude (g = 980.6199 gals.).
 KV6344
 KV6344.The modeled gravity was interpolated from observed gravity values.
 KV6344
 KV6344;                    North         East    Units  Estimated Accuracy
 KV6344;SPC NJ       -   150,350.      133,330.      MT  (+/- 180 meters Scaled)
 KV6344
 KV6344                          SUPERSEDED SURVEY CONTROL
 KV6344
 KV6344  NGVD 29 (01/10/92)   19.608  (m)           64.33   (f) ADJUSTED    1 2
 KV6344
 KV6344.Superseded values are not recommended for survey control.
 KV6344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6344.See file dsdata.txt to determine how the superseded data were derived.
 KV6344
 KV6344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK258486(NAD 83)
 KV6344_MARKER: DD = SURVEY DISK
 KV6344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6344_SP_SET: CONCRETE POST
 KV6344_STAMPING: 8195A
 KV6344_MARK LOGO: NJGS  
 KV6344_PROJECTION: RECESSED 80 CENTIMETERS
 KV6344_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6344+STABILITY: SURFACE MOTION
 KV6344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6344+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 KV6344
 KV6344  HISTORY     - Date     Condition        Report By
 KV6344  HISTORY     - 1949     MONUMENTED       NJGS
 KV6344  HISTORY     - 19890710 GOOD             NJGS
 KV6344  HISTORY     - 20020708 GOOD             NJGS
 KV6344
 KV6344                          STATION DESCRIPTION
 KV6344
 KV6344'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6344'IN HAMILTON TOWNSHIP, 0.8 KM (0.5 MI) EAST ON SOUTH BROAD STREET FROM
 KV6344'THE JUNCTION WITH U.S. ROUTE 206 AND WHITE HORSE AVENUE, ALSO KNOWN
 KV6344'AS THE WHITE HORSE CIRCLE, TO THE MARK ON THE RIGHT, THE STATION IS
 KV6344'BEHIND THE CURBLINE OF THE EASTBOUND LANES OF SOUTH BROAD STREET,
 KV6344'29.26 M (96.00 FT) SOUTHEAST FROM THE RIM OF A SANITARY SEWER
 KV6344'MANHOLE, 22.67 M (74.38 FT) SOUTHEAST FROM A FIRE HYDRANT, 14.38 M
 KV6344'(47.18 FT) SOUTHEAST FROM THE RIM OF A SANITARY SEWER MANHOLE, 19.66
 KV6344'M (64.50 FT) SOUTH OF POLE NUMBER E73238 HM, SET 0.6 M (2.0 FT) BELOW
 KV6344'GROUND.
 KV6344
 KV6344                          STATION RECOVERY (2002)
 KV6344
 KV6344'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 KV6344'THE STATION IS LOCATED IN HAMILTON TOWNSHIP ON THE SOUTH SIDE OF SOUTH
 KV6344'BROAD STREET,
 KV6344'COUNTY ROAD 524.  TO REACH THE STATION FROM THE JUNCTION OF SOUTH
 KV6344'BROAD STREET,
 KV6344'COUNTY ROAD 524 AND U.S. HIGHWAY 206 AT THE WHITE HORSE CIRCLE, GO
 KV6344'EAST ON COUNTY ROAD
 KV6344'524 FOR 0.45 MI TO THE STATION ON THE RIGHT, SET ABOUT 2.5 FT BELOW
 KV6344'THE TOP OF THE
 KV6344'ADJACENT CURB IN A 0.5 FT DIAMETER FLUE PIPE AND COVERED BY A 0.33 FT
 KV6344'THICK SLAB OF
 KV6344'CONCRETE.  THE STATION IS 29.5 M WEST NORTHWEST FROM METAL LIGHT POLE
 KV6344'NUMBER B 3288,
 KV6344'19.7 M EAST FROM METAL LIGHT POLE NUMBER B 7289, 18.8 M SOUTH
 KV6344'SOUTHWEST FROM METAL
 KV6344'LIGHT POLE NUMBER B 5274, 0.5 M EAST FROM A METAL WITNESS POST WITH
 KV6344'ATTACHED SIGN, 1.2 M
 KV6344'WEST FROM A 40 MPH SPEED LIMIT SIGN, 10.5 M SOUTHWEST FROM THE NOSE OF
 KV6344'A CONCRETE
 KV6344'TRAFFIC ISLAND DIVIDING SOUTH BROAD STREET, AND 41.0 M EAST FROM A
 KV6344'SIGN AT THE ENTRANCE
 KV6344'TO THE BARCLAY VILLAGE APARTMENTS.
 KV6344'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0586 ***********************************************************************
 JU0586  DESIGNATION -  82
 JU0586  PID         -  JU0586
 JU0586  STATE/COUNTY-  NJ/BURLINGTON
 JU0586  USGS QUAD   -  CHATSWORTH (1957)
 JU0586
 JU0586                         *CURRENT SURVEY CONTROL
 JU0586  ___________________________________________________________________
 JU0586* NAD 83(1986)-  39 50 23.     (N)    074 30 13.     (W)     SCALED    
 JU0586* NAVD 88     -        45.871  (meters)     150.50   (feet)  ADJUSTED  
 JU0586  ___________________________________________________________________
 JU0586  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JU0586  DYNAMIC HT  -          45.850 (meters)     150.43  (feet)  COMP
 JU0586  MODELED GRAV-     980,160.2   (mgal)                       NAVD 88
 JU0586
 JU0586  VERT ORDER  -  SECOND    CLASS 0
 JU0586
 JU0586.The horizontal coordinates were scaled from a topographic map and have
 JU0586.an estimated accuracy of +/- 6 seconds.
 JU0586
 JU0586.The orthometric height was determined by differential leveling
 JU0586.and adjusted by the National Geodetic Survey in June 1991..
 JU0586
 JU0586.The geoid height was determined by GEOID03.
 JU0586
 JU0586.The dynamic height is computed by dividing the NAVD 88
 JU0586.geopotential number by the normal gravity value computed on the
 JU0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0586.degrees latitude (g = 980.6199 gals.).
 JU0586
 JU0586.The modeled gravity was interpolated from observed gravity values.
 JU0586
 JU0586;                    North         East    Units  Estimated Accuracy
 JU0586;SPC NJ       -   111,720.      149,690.      MT  (+/- 180 meters Scaled)
 JU0586
 JU0586                          SUPERSEDED SURVEY CONTROL
 JU0586
 JU0586  NGVD 29 (??/??/??)   46.252  (m)          151.75   (f) ADJUSTED    2 0
 JU0586
 JU0586.Superseded values are not recommended for survey control.
 JU0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0586.See file dsdata.txt to determine how the superseded data were derived.
 JU0586
 JU0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK424100(NAD 83)
 JU0586_MARKER: Z = SEE DESCRIPTION
 JU0586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0586_SP_SET: MILEPOST BASE
 JU0586_MARK LOGO: CNJRR 
 JU0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0586
 JU0586  HISTORY     - Date     Condition        Report By
 JU0586  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0586  HISTORY     - 1935     GOOD             CGS
 JU0586  HISTORY     - 1947     GOOD             CGS
 JU0586  HISTORY     - 19950303 MARK NOT FOUND   NJGS
 JU0586
 JU0586                          STATION DESCRIPTION
 JU0586
 JU0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0586'2.3 MI NE FROM CHATSWORTH.
 JU0586'2.3 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 JU0586'FROM THE STATION AT CHATSWORTH, BURLINGTON COUNTY, AT MILEPOST
 JU0586'82, IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE
 JU0586'CENTER LINE OF THE TRACK.  A RAISED LUG.
 JU0586
 JU0586                          STATION RECOVERY (1947)
 JU0586
 JU0586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JU0586'RECOVERED IN GOOD CONDITION.
 JU0586
 JU0586                          STATION RECOVERY (1995)
 JU0586
 JU0586'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0586'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0586'SEARCH BY A TWO MAN PARTY.  ONLY THE CONCRETE BASE THAT SUPPORTED THE
 JU0586'IRON POST AND BASE WAS FOUND.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7267 ***********************************************************************
 AC7267  DESIGNATION -  8203
 AC7267  PID         -  AC7267
 AC7267  STATE/COUNTY-  NJ/OCEAN
 AC7267  USGS QUAD   -  BEACH HAVEN (1977)
 AC7267
 AC7267                         *CURRENT SURVEY CONTROL
 AC7267  ___________________________________________________________________
 AC7267* NAD 83(1986)-  39 34 48.     (N)    074 13 42.     (W)     SCALED    
 AC7267* NAVD 88     -         0.723  (meters)       2.37   (feet)  ADJUSTED  
 AC7267  ___________________________________________________________________
 AC7267  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 AC7267  DYNAMIC HT  -           0.722 (meters)       2.37  (feet)  COMP
 AC7267  MODELED GRAV-     980,139.4   (mgal)                       NAVD 88
 AC7267
 AC7267  VERT ORDER  -  FIRST     CLASS I
 AC7267
 AC7267.The horizontal coordinates were scaled from a topographic map and have
 AC7267.an estimated accuracy of +/- 6 seconds.
 AC7267
 AC7267.The orthometric height was determined by differential leveling
 AC7267.and adjusted by the National Geodetic Survey in April 1997..
 AC7267
 AC7267.The geoid height was determined by GEOID03.
 AC7267
 AC7267.The dynamic height is computed by dividing the NAVD 88
 AC7267.geopotential number by the normal gravity value computed on the
 AC7267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7267.degrees latitude (g = 980.6199 gals.).
 AC7267
 AC7267.The modeled gravity was interpolated from observed gravity values.
 AC7267
 AC7267;                    North         East    Units  Estimated Accuracy
 AC7267;SPC NJ       -    82,920.      173,340.      MT  (+/- 180 meters Scaled)
 AC7267
 AC7267                          SUPERSEDED SURVEY CONTROL
 AC7267
 AC7267.No superseded survey control is available for this station.
 AC7267
 AC7267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ662814(NAD 83)
 AC7267_MARKER: DD = SURVEY DISK
 AC7267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7267_STAMPING: 8203
 AC7267_MARK LOGO: NJGS  
 AC7267_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7267+STABILITY: SURFACE MOTION
 AC7267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC7267+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1996
 AC7267
 AC7267  HISTORY     - Date     Condition        Report By
 AC7267  HISTORY     - 1940     MONUMENTED       NJGS
 AC7267  HISTORY     - 19960723 GOOD             NJGS
 AC7267
 AC7267                          STATION DESCRIPTION
 AC7267
 AC7267'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 AC7267'THE STATION IS LOCATED IN LONG BEACH TOWNSHIP IN THE COMMUNITY OF
 AC7267'SPRAY BEACH.  TO REACH THE STATION FROM THE INTERSECTION OF 9TH
 AC7267'STREET, THE EAST BOUND LANES OF STATE ROUTE 72 AND LONG BEACH
 AC7267'BOULEVARD IN THE BOROUGH OF SHIP BOTTOM, GO SOUTHWEST ON LONG BEACH
 AC7267'BOULEVARD FOR 5.6 MI (9.0 KM) TO THE STATION ON THE LEFT, SET FLUSH
 AC7267'WITH THE GROUND, BETWEEN THE CURB AND THE SIDEWALK, IN FRONT OF HOUSE
 AC7267'NUMBER 2609.  THE STATION IS 7.7 FT (2.3 M) SOUTHWEST FROM THE
 AC7267'NORTHEAST CURBLINE OF LONG BEACH BOULEVARD, 40.3 FT (12.3 M) WEST FROM
 AC7267'THE NORTHEAST CORNER OF THE HOUSE, 44.3 FT (13.5 M) NORTHWEST FROM THE
 AC7267'SOUTHWEST CORNER OF THE HOUSE AND 25.8 FT (7.9 M) SOUTHWEST FROM POLE
 AC7267'NUMBER 7834 ACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7268 ***********************************************************************
 AC7268  DESIGNATION -  8204
 AC7268  PID         -  AC7268
 AC7268  STATE/COUNTY-  NJ/OCEAN
 AC7268  USGS QUAD   -  BEACH HAVEN (1977)
 AC7268
 AC7268                         *CURRENT SURVEY CONTROL
 AC7268  ___________________________________________________________________
 AC7268* NAD 83(1986)-  39 34 33.     (N)    074 13 55.     (W)     SCALED    
 AC7268* NAVD 88     -         0.843  (meters)       2.77   (feet)  ADJUSTED  
 AC7268  ___________________________________________________________________
 AC7268  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 AC7268  DYNAMIC HT  -           0.842 (meters)       2.76  (feet)  COMP
 AC7268  MODELED GRAV-     980,138.6   (mgal)                       NAVD 88
 AC7268
 AC7268  VERT ORDER  -  FIRST     CLASS I
 AC7268
 AC7268.The horizontal coordinates were scaled from a topographic map and have
 AC7268.an estimated accuracy of +/- 6 seconds.
 AC7268
 AC7268.The orthometric height was determined by differential leveling
 AC7268.and adjusted by the National Geodetic Survey in April 1997..
 AC7268
 AC7268.The geoid height was determined by GEOID03.
 AC7268
 AC7268.The dynamic height is computed by dividing the NAVD 88
 AC7268.geopotential number by the normal gravity value computed on the
 AC7268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7268.degrees latitude (g = 980.6199 gals.).
 AC7268
 AC7268.The modeled gravity was interpolated from observed gravity values.
 AC7268
 AC7268;                    North         East    Units  Estimated Accuracy
 AC7268;SPC NJ       -    82,460.      173,030.      MT  (+/- 180 meters Scaled)
 AC7268
 AC7268                          SUPERSEDED SURVEY CONTROL
 AC7268
 AC7268.No superseded survey control is available for this station.
 AC7268
 AC7268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ659809(NAD 83)
 AC7268_MARKER: DD = SURVEY DISK
 AC7268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7268_STAMPING: 8204
 AC7268_MARK LOGO: NJGS  
 AC7268_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7268+STABILITY: SURFACE MOTION
 AC7268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7268+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1996
 AC7268
 AC7268  HISTORY     - Date     Condition        Report By
 AC7268  HISTORY     - 1940     MONUMENTED       NJGS
 AC7268  HISTORY     - 19960723 GOOD             NJGS
 AC7268
 AC7268                          STATION DESCRIPTION
 AC7268
 AC7268'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 AC7268'THE STATION IS LOCATED IN LONG BEACH TOWNSHIP IN THE COMMUNITY OF
 AC7268'NORTH BEACH HAVEN.  TO REACH THE STATION FROM THE INTERSECTION OF 9TH
 AC7268'STREET, THE EAST BOUND LANES OF STATE ROUTE 72 AND LONG BEACH
 AC7268'BOULEVARD IN THE BOROUGH OF SHIP BOTTOM, GO SOUTHWEST ON LONG BEACH
 AC7268'BOULEVARD FOR 5.9 MI (9.5 KM) TO THE STATION ON THE LEFT, SET FLUSH
 AC7268'WITH THE GROUND AT THE SOUTHEAST CORNER OF THE JUNCTION OF 20TH STREET
 AC7268'AND LONG BEACH BOULEVARD.  THE STATION IS 15.8 FT (4.8 M) SOUTHEAST
 AC7268'FROM THE SOUTHEAST CURB OF LONG BEACH BOULEVARD, 3.3 FT (1.0 M)
 AC7268'NORTHEAST FROM THE NBORTHEAST CURB OF 20TH STREET, 18.0 FT (5.5 M)
 AC7268'NORTHEAST FROM THE CENTERLINE OF 20TH STREET, 50.0 FT (15.2 M) EAST
 AC7268'FROM A POLE WITH NO NUMBER ON THE SOUTHWEST CORNER OF THE INTERSECTION
 AC7268'AND 16.0 FT (4.9 M) SOUTH SOUTHEAST FROM AN INLET CURB PIECE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7269 ***********************************************************************
 AC7269  DESIGNATION -  8205
 AC7269  PID         -  AC7269
 AC7269  STATE/COUNTY-  NJ/OCEAN
 AC7269  USGS QUAD   -  BEACH HAVEN (1977)
 AC7269
 AC7269                         *CURRENT SURVEY CONTROL
 AC7269  ___________________________________________________________________
 AC7269* NAD 83(1986)-  39 33 59.     (N)    074 14 03.     (W)     SCALED    
 AC7269* NAVD 88     -         2.268  (meters)       7.44   (feet)  ADJUSTED  
 AC7269  ___________________________________________________________________
 AC7269  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 AC7269  DYNAMIC HT  -           2.267 (meters)       7.44  (feet)  COMP
 AC7269  MODELED GRAV-     980,136.6   (mgal)                       NAVD 88
 AC7269
 AC7269  VERT ORDER  -  FIRST     CLASS I
 AC7269
 AC7269.The horizontal coordinates were scaled from a topographic map and have
 AC7269.an estimated accuracy of +/- 6 seconds.
 AC7269
 AC7269.The orthometric height was determined by differential leveling
 AC7269.and adjusted by the National Geodetic Survey in April 1997..
 AC7269
 AC7269.The geoid height was determined by GEOID03.
 AC7269
 AC7269.The dynamic height is computed by dividing the NAVD 88
 AC7269.geopotential number by the normal gravity value computed on the
 AC7269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7269.degrees latitude (g = 980.6199 gals.).
 AC7269
 AC7269.The modeled gravity was interpolated from observed gravity values.
 AC7269
 AC7269;                    North         East    Units  Estimated Accuracy
 AC7269;SPC NJ       -    81,410.      172,840.      MT  (+/- 180 meters Scaled)
 AC7269
 AC7269                          SUPERSEDED SURVEY CONTROL
 AC7269
 AC7269.No superseded survey control is available for this station.
 AC7269
 AC7269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ657799(NAD 83)
 AC7269_MARKER: DD = SURVEY DISK
 AC7269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7269_STAMPING: 8205
 AC7269_MARK LOGO: NJGS  
 AC7269_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7269+STABILITY: SURFACE MOTION
 AC7269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7269+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1996
 AC7269
 AC7269  HISTORY     - Date     Condition        Report By
 AC7269  HISTORY     - UNK      MONUMENTED       NJGS
 AC7269  HISTORY     - 19960724 GOOD             NJGS
 AC7269
 AC7269                          STATION DESCRIPTION
 AC7269
 AC7269'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1996 (RJK)
 AC7269'THE STATION IS LOCATED IN LONG BEACH TOWNSHIP IN THE BOROUGH OF BEACH
 AC7269'HAVEN.  TO REACH THE STATION FROM THE INTERSECTION OF 9TH STREET, THE
 AC7269'EASTBOUND LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE
 AC7269'BOROUGH OF SHIP BOTTOM, GO SOUTHWEST ON LONG BEACH BOULEVARD FOR 6.6
 AC7269'MI (10.6 KM) TO THE INTERSECTION WITH SEVENTH STREET.  TURN LEFT AND
 AC7269'GO SOUTHEAST ON SEVENTH STREET FOR 0.2 MI (0.3 KM) TO THE STATION ON
 AC7269'THE LEFT, SET FLUSH WITH THE GROUND ON THE NORTH CORNER OF THE
 AC7269'INTERSECTION OF ATLANTIC AVENUE AND SEVENTH STREET.  THE STATION IS
 AC7269'3.0 FT (0.9 M) NORTHEAST FROM THE NORTHEAST CURB OF SEVENTH STREET,
 AC7269'7.0 FT (2.1 M) NORTHWEST FROM THE NORTHWEST CURB OF ATLANTIC AVENUE,
 AC7269'10.0 FT (3.0 M) WEST FROM A FIRE HYDRANT AND 29.0 FT (8.8 M) SOUTH
 AC7269'FROM THE SOUTH CORNER OF HOUSE NUMBER 101 ON SEVENTH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8733 ***********************************************************************
 AB8733  DESIGNATION -  8262
 AB8733  PID         -  AB8733
 AB8733  STATE/COUNTY-  NJ/OCEAN
 AB8733  USGS QUAD   -  NEW EGYPT (1977)
 AB8733
 AB8733                         *CURRENT SURVEY CONTROL
 AB8733  ___________________________________________________________________
 AB8733* NAD 83(1996)-  40 04 33.79992(N)    074 30 31.03350(W)     ADJUSTED  
 AB8733* NAVD 88     -        38.8    (meters)     127.     (feet)  GPS OBS   
 AB8733  ___________________________________________________________________
 AB8733  X           -   1,305,360.153 (meters)                     COMP
 AB8733  Y           -  -4,709,728.178 (meters)                     COMP
 AB8733  Z           -   4,084,455.157 (meters)                     COMP
 AB8733  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AB8733  ELLIP HEIGHT-           6.30  (meters)          (10/23/02) GPS OBS
 AB8733  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 AB8733
 AB8733  HORZ ORDER  -  FIRST
 AB8733  ELLP ORDER  -  FOURTH    CLASS I
 AB8733
 AB8733.The horizontal coordinates were established by GPS observations
 AB8733.and adjusted by the National Geodetic Survey in May 1999..
 AB8733
 AB8733.The orthometric height was determined by GPS observations and a
 AB8733.high-resolution geoid model.
 AB8733
 AB8733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8733
 AB8733.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8733
 AB8733.The ellipsoidal height was determined by GPS observations
 AB8733.and is referenced to NAD 83.
 AB8733
 AB8733.The geoid height was determined by GEOID03.
 AB8733
 AB8733;                    North         East     Units Scale Factor Converg.
 AB8733;SPC NJ       -   137,958.453   149,264.760   MT  0.99990001   -0 00 20.0
 AB8733;SPC NJ       -   452,618.69    489,712.80   sFT  0.99990001   -0 00 20.0
 AB8733;UTM  18      - 4,436,314.362   541,897.531   MT  0.99962161   +0 18 58.9
 AB8733
 AB8733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8733!SPC NJ       -   0.99999901  x   0.99990001  =   0.99989902
 AB8733!UTM  18      -   0.99999901  x   0.99962161  =   0.99962062
 AB8733
 AB8733                          SUPERSEDED SURVEY CONTROL
 AB8733
 AB8733  ELLIP H (05/14/99)    6.29   (m)                       GP(       ) 4 1
 AB8733  NAD 83(1992)-  40 04 33.79922(N)    074 30 31.03345(W) AD(       ) 1
 AB8733  ELLIP H (12/16/96)    6.25   (m)                       GP(       ) 2 1
 AB8733
 AB8733.Superseded values are not recommended for survey control.
 AB8733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8733.See file dsdata.txt to determine how the superseded data were derived.
 AB8733
 AB8733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4189836314(NAD 83)
 AB8733_MARKER: DD = SURVEY DISK
 AB8733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8733_STAMPING: 8262
 AB8733_MARK LOGO: NJDCED
 AB8733_PROJECTION: FLUSH
 AB8733_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8733+STABILITY: SURFACE MOTION
 AB8733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8733+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 AB8733
 AB8733  HISTORY     - Date     Condition        Report By
 AB8733  HISTORY     - 1937     MONUMENTED       NJDCED
 AB8733  HISTORY     - 19951129 GOOD             TWT
 AB8733  HISTORY     - 20020202 GOOD             NJGS
 AB8733  HISTORY     - 20050304 MARK NOT FOUND   INDIV
 AB8733
 AB8733                          STATION DESCRIPTION
 AB8733
 AB8733'DESCRIBED BY TWT CONS ENG 1995 (WPD)
 AB8733'THE STATION IS LOCATED APPROXIMATELY 15.0 MI (24.1 KM) NORTHEAST OF
 AB8733'MOUNT HOLLY, NEW JERSEY IN THE TOWN OF NEW EGYPT, PLUMSTEAD TOWNSHIP
 AB8733'ON THE NORTH SIDE OF LAKEWOOD ROAD (COUNTY ROAD 528) .  TO REACH THE
 AB8733'STATION FROM THE INTERSECTION OF PINE HURST ROAD (COUNTY ROAD 539) AND
 AB8733'COUNTY ROAD 528 GO EAST ON COUNTY ROAD 528 FOR 1.5 MI (2.4 KM) TO THE
 AB8733'STATION ON THE RIGHT SET 0.2 FT (6.1 CM) BELOW THE SURFACE OF THE
 AB8733'GROUND.  THE STATION IS 36.3 FT (11.1 M) EAST OF UTILITY POLE NUMBER
 AB8733'64/245 ON THE NORTH SIDE OF COUNTY ROAD 528, 54.6 FT (16.6 M)
 AB8733'NORTHEAST OF A UTILITY POLE WITH NO NUMBER ON THE SOUTH SIDE OF COUNTY
 AB8733'ROAD 528 AND 59.7 FT (18.2 M) NORTHWEST OF UTILITY POLE NUMBER
 AB8733'JC1565PA ON THE SOUTH SIDE OF COUNTY ROAD 528.
 AB8733
 AB8733                          STATION RECOVERY (2002)
 AB8733
 AB8733'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 AB8733'RECOVERED AS DESCRIBED
 AB8733'
 AB8733
 AB8733                          STATION RECOVERY (2005)
 AB8733
 AB8733'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AB8733'MARK NOT FOUND  UTILITY POLE NUMBERS HAVE BEEN CHANGED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0587 ***********************************************************************
 JU0587  DESIGNATION -  83
 JU0587  PID         -  JU0587
 JU0587  STATE/COUNTY-  NJ/BURLINGTON
 JU0587  USGS QUAD   -  CHATSWORTH (1957)
 JU0587
 JU0587                         *CURRENT SURVEY CONTROL
 JU0587  ___________________________________________________________________
 JU0587* NAD 83(1986)-  39 49 48.     (N)    074 31 05.     (W)     SCALED    
 JU0587* NAVD 88     -        34.079  (meters)     111.81   (feet)  ADJUSTED  
 JU0587  ___________________________________________________________________
 JU0587  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU0587  DYNAMIC HT  -          34.063 (meters)     111.75  (feet)  COMP
 JU0587  MODELED GRAV-     980,160.8   (mgal)                       NAVD 88
 JU0587
 JU0587  VERT ORDER  -  SECOND    CLASS 0
 JU0587
 JU0587.The horizontal coordinates were scaled from a topographic map and have
 JU0587.an estimated accuracy of +/- 6 seconds.
 JU0587
 JU0587.The orthometric height was determined by differential leveling
 JU0587.and adjusted by the National Geodetic Survey in June 1991..
 JU0587
 JU0587.The geoid height was determined by GEOID03.
 JU0587
 JU0587.The dynamic height is computed by dividing the NAVD 88
 JU0587.geopotential number by the normal gravity value computed on the
 JU0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0587.degrees latitude (g = 980.6199 gals.).
 JU0587
 JU0587.The modeled gravity was interpolated from observed gravity values.
 JU0587
 JU0587;                    North         East    Units  Estimated Accuracy
 JU0587;SPC NJ       -   110,640.      148,460.      MT  (+/- 180 meters Scaled)
 JU0587
 JU0587                          SUPERSEDED SURVEY CONTROL
 JU0587
 JU0587  NGVD 29 (??/??/??)   34.461  (m)          113.06   (f) ADJUSTED    2 0
 JU0587
 JU0587.Superseded values are not recommended for survey control.
 JU0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0587.See file dsdata.txt to determine how the superseded data were derived.
 JU0587
 JU0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK412090(NAD 83)
 JU0587_MARKER: Z = SEE DESCRIPTION
 JU0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0587_SP_SET: MILEPOST BASE
 JU0587_MARK LOGO: CNJRR 
 JU0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0587
 JU0587  HISTORY     - Date     Condition        Report By
 JU0587  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0587  HISTORY     - 1935     GOOD             CGS
 JU0587  HISTORY     - 1947     GOOD             CGS
 JU0587  HISTORY     - 19950303 MARK NOT FOUND   NJGS
 JU0587
 JU0587                          STATION DESCRIPTION
 JU0587
 JU0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0587'1.3 MI NE FROM CHATSWORTH.
 JU0587'1.3 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 JU0587'FROM THE STATION AT CHATSWORTH, BURLINGTON COUNTY, AT MILEPOST
 JU0587'83, IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE
 JU0587'CENTER LINE OF THE TRACK.  A RAISED LUG.
 JU0587
 JU0587                          STATION RECOVERY (1947)
 JU0587
 JU0587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JU0587'RECOVERED IN GOOD CONDITION.
 JU0587
 JU0587                          STATION RECOVERY (1995)
 JU0587
 JU0587'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0587'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0587'SEARCH BY A TWO MAN PARTY.  ONLY THE CONCRETE BASE THAT SUPPORTED THE
 JU0587'IRON POST AND BASE WAS FOUND.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0093 ***********************************************************************
 KV0093  DESIGNATION -  83 C OF N
 KV0093  PID         -  KV0093
 KV0093  STATE/COUNTY-  NJ/ESSEX
 KV0093  USGS QUAD   -  ELIZABETH (1995)
 KV0093
 KV0093                         *CURRENT SURVEY CONTROL
 KV0093  ___________________________________________________________________
 KV0093* NAD 83(1986)-  40 43 08.     (N)    074 10 52.     (W)     SCALED    
 KV0093* NAVD 88     -         4.198  (meters)      13.77   (feet)  ADJUSTED  
 KV0093  ___________________________________________________________________
 KV0093  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KV0093  DYNAMIC HT  -           4.196 (meters)      13.77  (feet)  COMP
 KV0093  MODELED GRAV-     980,220.2   (mgal)                       NAVD 88
 KV0093
 KV0093  VERT ORDER  -  FIRST     CLASS II
 KV0093
 KV0093.The horizontal coordinates were scaled from a topographic map and have
 KV0093.an estimated accuracy of +/- 6 seconds.
 KV0093
 KV0093.The orthometric height was determined by differential leveling
 KV0093.and adjusted by the National Geodetic Survey in June 1991..
 KV0093
 KV0093.The geoid height was determined by GEOID03.
 KV0093
 KV0093.The dynamic height is computed by dividing the NAVD 88
 KV0093.geopotential number by the normal gravity value computed on the
 KV0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0093.degrees latitude (g = 980.6199 gals.).
 KV0093
 KV0093.The modeled gravity was interpolated from observed gravity values.
 KV0093
 KV0093;                    North         East    Units  Estimated Accuracy
 KV0093;SPC NJ       -   209,380.      176,940.      MT  (+/- 180 meters Scaled)
 KV0093
 KV0093                          SUPERSEDED SURVEY CONTROL
 KV0093
 KV0093  NGVD 29 (??/??/??)    4.543  (m)           14.90   (f) ADJUSTED    1 2
 KV0093
 KV0093.Superseded values are not recommended for survey control.
 KV0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0093.See file dsdata.txt to determine how the superseded data were derived.
 KV0093
 KV0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL691078(NAD 83)
 KV0093_MARKER: Q = CHISELED SQUARE
 KV0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0093_SP_SET: STEP
 KV0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0093
 KV0093  HISTORY     - Date     Condition        Report By
 KV0093  HISTORY     - 1933     MONUMENTED       NJ2130
 KV0093  HISTORY     - 1934     GOOD             CGS
 KV0093  HISTORY     - 19950812 MARK NOT FOUND   USPSQD
 KV0093
 KV0093                          STATION DESCRIPTION
 KV0093
 KV0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0093'AT NEWARK.
 KV0093'AT NEWARK, ESSEX COUNTY, ABOUT 1/2 BLOCK WEST OF THE MILLER
 KV0093'STREET-PENNSYLVANIA RAILROAD UNDERPASS, 50 FEET EAST OF THE
 KV0093'BROAD STREET BUILDING LINE, 11 FEET NORTH OF THE NORTH CURB LINE
 KV0093'OF MILLER STREET, ON THE TOP STONE STEP OF A 3-STORY FRAME
 KV0093'BUILDING, AND ABOUT 2 FEET HIGHER THAN THE SIDEWALK.  A CHISELED
 KV0093'SQUARE.
 KV0093
 KV0093                          STATION RECOVERY (1995)
 KV0093
 KV0093'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7131 ***********************************************************************
 KV7131  DESIGNATION -  8302
 KV7131  PID         -  KV7131
 KV7131  STATE/COUNTY-  NJ/MORRIS
 KV7131  USGS QUAD   -  MENDHAM (1981)
 KV7131
 KV7131                         *CURRENT SURVEY CONTROL
 KV7131  ___________________________________________________________________
 KV7131* NAD 83(1996)-  40 51 17.36565(N)    074 36 45.92990(W)     ADJUSTED  
 KV7131* NAVD 88     -       289.5    (meters)     950.     (feet)  GPS OBS   
 KV7131  ___________________________________________________________________
 KV7131  X           -   1,281,956.482 (meters)                     COMP
 KV7131  Y           -  -4,658,164.842 (meters)                     COMP
 KV7131  Z           -   4,150,410.141 (meters)                     COMP
 KV7131  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 KV7131  ELLIP HEIGHT-         256.66  (meters)          (10/23/02) GPS OBS
 KV7131  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV7131
 KV7131  HORZ ORDER  -  FIRST
 KV7131  ELLP ORDER  -  FOURTH    CLASS I
 KV7131
 KV7131.The horizontal coordinates were established by GPS observations
 KV7131.and adjusted by the National Geodetic Survey in May 1999..
 KV7131
 KV7131.The orthometric height was determined by GPS observations and a
 KV7131.high-resolution geoid model.
 KV7131
 KV7131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7131
 KV7131.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7131
 KV7131.The ellipsoidal height was determined by GPS observations
 KV7131.and is referenced to NAD 83.
 KV7131
 KV7131.The geoid height was determined by GEOID03.
 KV7131
 KV7131;                    North         East     Units Scale Factor Converg.
 KV7131;SPC NJ       -   224,433.114   140,493.224   MT  0.99990111   -0 04 25.5
 KV7131;SPC NJ       -   736,327.64    460,934.85   sFT  0.99990111   -0 04 25.5
 KV7131;UTM  18      - 4,522,713.480   532,639.010   MT  0.99961311   +0 15 11.9
 KV7131
 KV7131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7131!SPC NJ       -   0.99995974  x   0.99990111  =   0.99986086
 KV7131!UTM  18      -   0.99995974  x   0.99961311  =   0.99957287
 KV7131
 KV7131                          SUPERSEDED SURVEY CONTROL
 KV7131
 KV7131  NAD 83(1986)-  40 51 17.36475(N)    074 36 45.93114(W) AD(       ) 1
 KV7131
 KV7131.Superseded values are not recommended for survey control.
 KV7131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7131.See file dsdata.txt to determine how the superseded data were derived.
 KV7131
 KV7131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3263922713(NAD 83)
 KV7131_MARKER: DD = SURVEY DISK
 KV7131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7131_SP_SET: CONCRETE POST
 KV7131_STAMPING: 8302
 KV7131_MARK LOGO: NJGS  
 KV7131_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7131+STABILITY: SURFACE MOTION
 KV7131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7131+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2001
 KV7131
 KV7131  HISTORY     - Date     Condition        Report By
 KV7131  HISTORY     - 1940     MONUMENTED       NJGS
 KV7131  HISTORY     - 19930914 GOOD             NJGS
 KV7131  HISTORY     - 20010713 GOOD             LOCENG
 KV7131
 KV7131                          STATION DESCRIPTION
 KV7131
 KV7131'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7131'THE STATION IS LOCATED IN RANDOLPH TOWNSHIP ON THE SOUTHWEST SIDE OF
 KV7131'STATE ROUTE 10.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 KV7131'ROUTE 10 AND U.S. HIGHWAY 46 AT THE LEDGEWOOD CIRCLE IN LEDGEWOOD, GO
 KV7131'EAST ON STATE ROUTE 10 FOR 2.7 MI (4.3 KM) TO THE STATION ON THE
 KV7131'RIGHT, PROJECTING ABOUT 0.8 FT (24.4 CM) ABOVE THE GROUND IN A GRASS
 KV7131'AREA IN FRONT OF THE SALERNO PONTIAC, BUICK AND GENERAL MOTORS TRUCK
 KV7131'DEALERSHIP.  THE STATION IS 68.8 FT (21.0 M) WEST FROM POLE NUMBER BT
 KV7131'1388RH, 141.8 FT (43.2 M) EAST FROM POLE NUMBER BT 1387 RH, 14.3 FT
 KV7131'(4.4 M) SOUTH FROM THE SOUTH EDGE OF PAVING OF STATE ROUE 10 AND 77.7
 KV7131'FT (23.7 M) NORTH FROM A DUAL LIGHT POLE.
 KV7131
 KV7131                          STATION RECOVERY (2001)
 KV7131
 KV7131'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (AB)
 KV7131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0729 ***********************************************************************
 LY0729  DESIGNATION -  834.8
 LY0729  PID         -  LY0729
 LY0729  STATE/COUNTY-  NJ/SUSSEX
 LY0729  USGS QUAD   -  FRANKLIN (1971)
 LY0729
 LY0729                         *CURRENT SURVEY CONTROL
 LY0729  ___________________________________________________________________
 LY0729* NAD 83(1986)-  41 04 57.     (N)    074 35 10.     (W)     SCALED    
 LY0729* NAVD 88     -       254.264  (meters)     834.20   (feet)  ADJUSTED  
 LY0729  ___________________________________________________________________
 LY0729  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LY0729  DYNAMIC HT  -         254.152 (meters)     833.83  (feet)  COMP
 LY0729  MODELED GRAV-     980,178.0   (mgal)                       NAVD 88
 LY0729
 LY0729  VERT ORDER  -  SECOND    CLASS 0
 LY0729
 LY0729.The horizontal coordinates were scaled from a topographic map and have
 LY0729.an estimated accuracy of +/- 6 seconds.
 LY0729
 LY0729.The orthometric height was determined by differential leveling
 LY0729.and adjusted by the National Geodetic Survey in June 1991..
 LY0729
 LY0729.The geoid height was determined by GEOID03.
 LY0729
 LY0729.The dynamic height is computed by dividing the NAVD 88
 LY0729.geopotential number by the normal gravity value computed on the
 LY0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0729.degrees latitude (g = 980.6199 gals.).
 LY0729
 LY0729.The modeled gravity was interpolated from observed gravity values.
 LY0729
 LY0729;                    North         East    Units  Estimated Accuracy
 LY0729;SPC NJ       -   249,710.      142,770.      MT  (+/- 180 meters Scaled)
 LY0729
 LY0729                          SUPERSEDED SURVEY CONTROL
 LY0729
 LY0729  NGVD 29 (??/??/92)  254.451  (m)          834.81   (f) ADJ UNCH    2 0
 LY0729
 LY0729.Superseded values are not recommended for survey control.
 LY0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0729.See file dsdata.txt to determine how the superseded data were derived.
 LY0729
 LY0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL347479(NAD 83)
 LY0729_MARKER: DB = BENCH MARK DISK
 LY0729_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0729_SP_SET: CULVERT
 LY0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0729
 LY0729  HISTORY     - Date     Condition        Report By
 LY0729  HISTORY     - UNK      MONUMENTED       CGS
 LY0729  HISTORY     - 1934     GOOD             NGS
 LY0729  HISTORY     - 20060520 MARK NOT FOUND   GEOCAC
 LY0729
 LY0729                          STATION DESCRIPTION
 LY0729
 LY0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0729'0.4 MI N FROM SOUTH OGDENSBURG.
 LY0729'0.4 MILE NORTH ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN RAILROAD
 LY0729'FROM SOUTH OGDENSBURG, SUSSEX COUNTY, 31 RAILS SOUTH OF MILEPOST
 LY0729'JC 56, 1 1/2 RAILS SOUTH OF A PRIVATE-ROAD CROSSING, AT CULVERT
 LY0729'56.19, ON THE TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL,
 LY0729'6 FEET EAST OF THE EAST RAIL AND ABOUT 1 FOOT LOWER THAN THE
 LY0729'TRACK.
 LY0729
 LY0729                          STATION RECOVERY (2006)
 LY0729
 LY0729'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0729'PACKED UP FROM RIDGE STREET IN OGDENSBURG.  LOCATED EAST HEADWALL ON
 LY0729'CULVERT.  REMOVED A FAIR BIT OF BALLAST, BUT WAS UNABLE TO LOCATE
 LY0729'RIVET AT NORTH END.  THERE IS A HOLE IN THE CULVERT HEADWALL WHERE THE
 LY0729'RIVET PROBABLY USED TO BE.  THIS SHOULD BE CONSIDERED MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0588 ***********************************************************************
 JU0588  DESIGNATION -  84
 JU0588  PID         -  JU0588
 JU0588  STATE/COUNTY-  NJ/BURLINGTON
 JU0588  USGS QUAD   -  CHATSWORTH (1957)
 JU0588
 JU0588                         *CURRENT SURVEY CONTROL
 JU0588  ___________________________________________________________________
 JU0588* NAD 83(1986)-  39 49 14.     (N)    074 31 55.     (W)     SCALED    
 JU0588* NAVD 88     -        29.898  (meters)      98.09   (feet)  ADJUSTED  
 JU0588  ___________________________________________________________________
 JU0588  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU0588  DYNAMIC HT  -          29.884 (meters)      98.04  (feet)  COMP
 JU0588  MODELED GRAV-     980,161.1   (mgal)                       NAVD 88
 JU0588
 JU0588  VERT ORDER  -  SECOND    CLASS 0
 JU0588
 JU0588.The horizontal coordinates were scaled from a topographic map and have
 JU0588.an estimated accuracy of +/- 6 seconds.
 JU0588
 JU0588.The orthometric height was determined by differential leveling
 JU0588.and adjusted by the National Geodetic Survey in June 1991..
 JU0588
 JU0588.The geoid height was determined by GEOID03.
 JU0588
 JU0588.The dynamic height is computed by dividing the NAVD 88
 JU0588.geopotential number by the normal gravity value computed on the
 JU0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0588.degrees latitude (g = 980.6199 gals.).
 JU0588
 JU0588.The modeled gravity was interpolated from observed gravity values.
 JU0588
 JU0588;                    North         East    Units  Estimated Accuracy
 JU0588;SPC NJ       -   109,590.      147,270.      MT  (+/- 180 meters Scaled)
 JU0588
 JU0588                          SUPERSEDED SURVEY CONTROL
 JU0588
 JU0588  NGVD 29 (??/??/??)   30.280  (m)           99.34   (f) ADJUSTED    2 0
 JU0588
 JU0588.Superseded values are not recommended for survey control.
 JU0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0588.See file dsdata.txt to determine how the superseded data were derived.
 JU0588
 JU0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK400079(NAD 83)
 JU0588_MARKER: Z = SEE DESCRIPTION
 JU0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0588_SP_SET: MILEPOST BASE
 JU0588_MARK LOGO: CNJRR 
 JU0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0588
 JU0588  HISTORY     - Date     Condition        Report By
 JU0588  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0588  HISTORY     - 1935     GOOD             CGS
 JU0588  HISTORY     - 1947     GOOD             CGS
 JU0588  HISTORY     - 19950303 MARK NOT FOUND   NJGS
 JU0588
 JU0588                          STATION DESCRIPTION
 JU0588
 JU0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0588'0.3 MI NE FROM CHATSWORTH.
 JU0588'0.3 MILE NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 JU0588'FROM THE STATION AT CHATSWORTH, BURLINGTON COUNTY, AT MILEPOST
 JU0588'84, IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE
 JU0588'CENTER LINE OF THE TRACK.  A RAISED LUG.
 JU0588
 JU0588                          STATION RECOVERY (1947)
 JU0588
 JU0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JU0588'RECOVERED IN GOOD CONDITION.
 JU0588
 JU0588                          STATION RECOVERY (1995)
 JU0588
 JU0588'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0588'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0588'SEARCH BY A TWO MAN PARTY.  ONLY THE CONCRETE BASE THAT SUPPORTED THE
 JU0588'IRON POST AND BASE WAS FOUND.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0092 ***********************************************************************
 KV0092  DESIGNATION -  84 C OF N
 KV0092  PID         -  KV0092
 KV0092  STATE/COUNTY-  NJ/ESSEX
 KV0092  USGS QUAD   -  ELIZABETH (1995)
 KV0092
 KV0092                         *CURRENT SURVEY CONTROL
 KV0092  ___________________________________________________________________
 KV0092* NAD 83(1986)-  40 43 08.     (N)    074 10 52.     (W)     SCALED    
 KV0092* NAVD 88     -         4.525  (meters)      14.85   (feet)  ADJUSTED  
 KV0092  ___________________________________________________________________
 KV0092  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KV0092  DYNAMIC HT  -           4.523 (meters)      14.84  (feet)  COMP
 KV0092  MODELED GRAV-     980,220.2   (mgal)                       NAVD 88
 KV0092
 KV0092  VERT ORDER  -  FIRST     CLASS II
 KV0092
 KV0092.The horizontal coordinates were scaled from a topographic map and have
 KV0092.an estimated accuracy of +/- 6 seconds.
 KV0092
 KV0092.The orthometric height was determined by differential leveling
 KV0092.and adjusted by the National Geodetic Survey in June 1991..
 KV0092
 KV0092.The geoid height was determined by GEOID03.
 KV0092
 KV0092.The dynamic height is computed by dividing the NAVD 88
 KV0092.geopotential number by the normal gravity value computed on the
 KV0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0092.degrees latitude (g = 980.6199 gals.).
 KV0092
 KV0092.The modeled gravity was interpolated from observed gravity values.
 KV0092
 KV0092;                    North         East    Units  Estimated Accuracy
 KV0092;SPC NJ       -   209,380.      176,940.      MT  (+/- 180 meters Scaled)
 KV0092
 KV0092                          SUPERSEDED SURVEY CONTROL
 KV0092
 KV0092  NGVD 29 (??/??/??)    4.870  (m)           15.98   (f) ADJUSTED    1 2
 KV0092
 KV0092.Superseded values are not recommended for survey control.
 KV0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0092.See file dsdata.txt to determine how the superseded data were derived.
 KV0092
 KV0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL691078(NAD 83)
 KV0092_MARKER: Q = CHISELED SQUARE
 KV0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0092_SP_SET: WALL SILL
 KV0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0092
 KV0092  HISTORY     - Date     Condition        Report By
 KV0092  HISTORY     - 1933     MONUMENTED       NJ2130
 KV0092  HISTORY     - 1934     GOOD             CGS
 KV0092  HISTORY     - 19940719 MARK NOT FOUND   USPSQD
 KV0092  HISTORY     - 20010405 MARK NOT FOUND   USPSQD
 KV0092
 KV0092                          STATION DESCRIPTION
 KV0092
 KV0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0092'AT NEWARK.
 KV0092'AT NEWARK, ESSEX COUNTY, ABOUT 1/2 BLOCK WEST OF THE MILLER
 KV0092'STREET-PENNSYLVANIA RAILROAD UNDERPASS, 106 FEET EAST OF THE
 KV0092'EAST BUILDING LINE OF BROAD STREET, 11 FEET SOUTH OF THE SOUTH
 KV0092'CURB OF MILLER STREET, ON THE CONCRETE WALL SILL, AND ABOUT 3
 KV0092'FEET HIGHER THAN THE SIDEWALK.  A CHISELED SQUARE.
 KV0092
 KV0092                          STATION RECOVERY (1994)
 KV0092
 KV0092'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0092'MARK NOT FOUND.
 KV0092
 KV0092                          STATION RECOVERY (2001)
 KV0092
 KV0092'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0589 ***********************************************************************
 JU0589  DESIGNATION -  85
 JU0589  PID         -  JU0589
 JU0589  STATE/COUNTY-  NJ/BURLINGTON
 JU0589  USGS QUAD   -  CHATSWORTH (1957)
 JU0589
 JU0589                         *CURRENT SURVEY CONTROL
 JU0589  ___________________________________________________________________
 JU0589* NAD 83(1986)-  39 48 42.     (N)    074 32 49.     (W)     SCALED    
 JU0589* NAVD 88     -        27.493  (meters)      90.20   (feet)  ADJUSTED  
 JU0589  ___________________________________________________________________
 JU0589  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU0589  DYNAMIC HT  -          27.480 (meters)      90.16  (feet)  COMP
 JU0589  MODELED GRAV-     980,161.3   (mgal)                       NAVD 88
 JU0589
 JU0589  VERT ORDER  -  SECOND    CLASS 0
 JU0589
 JU0589.The horizontal coordinates were scaled from a topographic map and have
 JU0589.an estimated accuracy of +/- 6 seconds.
 JU0589
 JU0589.The orthometric height was determined by differential leveling
 JU0589.and adjusted by the National Geodetic Survey in June 1991..
 JU0589
 JU0589.The geoid height was determined by GEOID03.
 JU0589
 JU0589.The dynamic height is computed by dividing the NAVD 88
 JU0589.geopotential number by the normal gravity value computed on the
 JU0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0589.degrees latitude (g = 980.6199 gals.).
 JU0589
 JU0589.The modeled gravity was interpolated from observed gravity values.
 JU0589
 JU0589;                    North         East    Units  Estimated Accuracy
 JU0589;SPC NJ       -   108,610.      145,980.      MT  (+/- 180 meters Scaled)
 JU0589
 JU0589                          SUPERSEDED SURVEY CONTROL
 JU0589
 JU0589  NGVD 29 (??/??/??)   27.875  (m)           91.45   (f) ADJUSTED    2 0
 JU0589
 JU0589.Superseded values are not recommended for survey control.
 JU0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0589.See file dsdata.txt to determine how the superseded data were derived.
 JU0589
 JU0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK387069(NAD 83)
 JU0589_MARKER: Z = SEE DESCRIPTION
 JU0589_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0589_SP_SET: MILEPOST BASE
 JU0589_MARK LOGO: CNJRR 
 JU0589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0589
 JU0589  HISTORY     - Date     Condition        Report By
 JU0589  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0589  HISTORY     - 1935     GOOD             CGS
 JU0589  HISTORY     - 1947     GOOD             CGS
 JU0589  HISTORY     - 19950303 MARK NOT FOUND   NJGS
 JU0589
 JU0589                          STATION DESCRIPTION
 JU0589
 JU0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0589'0.7 MI SW FROM CHATSWORTH.
 JU0589'0.7 MILE SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 JU0589'FROM THE STATION AT CHATSWORTH, BURLINGTON COUNTY, AT MILEPOST
 JU0589'85, IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER
 JU0589'LINE OF THE TRACK.  A RAISED LUG.
 JU0589
 JU0589                          STATION RECOVERY (1947)
 JU0589
 JU0589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JU0589'RECOVERED IN GOOD CONDITION.
 JU0589
 JU0589                          STATION RECOVERY (1995)
 JU0589
 JU0589'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0589'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0589'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8456 ***********************************************************************
 AI8456  DESIGNATION -  853 0278 B TIDAL
 AI8456  PID         -  AI8456
 AI8456  STATE/COUNTY-  NJ/BERGEN
 AI8456  USGS QUAD   -  HACKENSACK (1997)
 AI8456
 AI8456                         *CURRENT SURVEY CONTROL
 AI8456  ___________________________________________________________________
 AI8456* NAD 83(1986)-  40 53 30.     (N)    074 02 30.     (W)     SCALED    
 AI8456* NAVD 88     -         2.492  (meters)       8.18   (feet)  ADJUSTED  
 AI8456  ___________________________________________________________________
 AI8456  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 AI8456  DYNAMIC HT  -           2.491 (meters)       8.17  (feet)  COMP
 AI8456  MODELED GRAV-     980,239.9   (mgal)                       NAVD 88
 AI8456
 AI8456  VERT ORDER  -  FIRST     CLASS II
 AI8456
 AI8456.The horizontal coordinates were scaled from a topographic map and have
 AI8456.an estimated accuracy of +/- 6 seconds.
 AI8456
 AI8456.The orthometric height was determined by differential leveling
 AI8456.and adjusted by the National Geodetic Survey in March 2001..
 AI8456.No vertical observational check was made to the station.
 AI8456
 AI8456.The geoid height was determined by GEOID03.
 AI8456
 AI8456.The dynamic height is computed by dividing the NAVD 88
 AI8456.geopotential number by the normal gravity value computed on the
 AI8456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8456.degrees latitude (g = 980.6199 gals.).
 AI8456
 AI8456.The modeled gravity was interpolated from observed gravity values.
 AI8456
 AI8456;                    North         East    Units  Estimated Accuracy
 AI8456;SPC NJ       -   228,620.      188,620.      MT  (+/- 180 meters Scaled)
 AI8456
 AI8456                          SUPERSEDED SURVEY CONTROL
 AI8456
 AI8456.No superseded survey control is available for this station.
 AI8456
 AI8456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL807271(NAD 83)
 AI8456_MARKER: DJ = TIDAL STATION DISK
 AI8456_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI8456_STAMPING: 0278 B 1976
 AI8456_MARK LOGO: NOS   
 AI8456_PROJECTION: RECESSED 10 CENTIMETERS
 AI8456_MAGNETIC: I = MARKER IS A STEEL ROD
 AI8456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8456+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1998
 AI8456_ROD/PIPE-DEPTH: 15.2 meters
 AI8456
 AI8456  HISTORY     - Date     Condition        Report By
 AI8456  HISTORY     - 1976     MONUMENTED       NOS
 AI8456  HISTORY     - 19980911 GOOD             NJGS
 AI8456
 AI8456                          STATION DESCRIPTION
 AI8456
 AI8456'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI8456'THE STATION IS LOCATED IN THE CITY OF HACKENSACK ON THE WEST SIDE OF
 AI8456'RIVER STREET, COUNTY ROAD 503.  TO REACH THE STATION FROM THE
 AI8456'INTERSECTION OF RIVER STREET AND EAST ANDERSON STREET, GO SOUTH ON
 AI8456'RIVER STREET FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT SET ON
 AI8456'TOP OF THE GRASS EMBANKMENT ON THE EAST SIDE OF THE YMCA PARKING LOT.
 AI8456'THE STATION IS 23.3 M (76.4 FT) SOUTH SOUTHEAST FROM THE SOUTHEAST
 AI8456'CORNER OF THE YMCA BUILDING, 9.2 M (30.2 FT) NORTH FROM UTILITY POLE
 AI8456'NUMBER 63755, 3.5 M (11.5 FT) WEST FROM THE WEST CURB OF RIVER STREET,
 AI8456'1.8 M (5.9 FT) EAST FROM THE EAST CURB OF THE YMCA PARKING LOT AND 4.4
 AI8456'M (14.4 FT) NORTHWEST FROM A STORM DRAIN INLET ON THE WEST SIDE OF
 AI8456'RIVER STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8457 ***********************************************************************
 AI8457  DESIGNATION -  853 0278 C TIDAL
 AI8457  PID         -  AI8457
 AI8457  STATE/COUNTY-  NJ/BERGEN
 AI8457  USGS QUAD   -  HACKENSACK (1997)
 AI8457
 AI8457                         *CURRENT SURVEY CONTROL
 AI8457  ___________________________________________________________________
 AI8457* NAD 83(1986)-  40 53 30.     (N)    074 02 30.     (W)     SCALED    
 AI8457* NAVD 88     -         4.481  (meters)      14.70   (feet)  ADJUSTED  
 AI8457  ___________________________________________________________________
 AI8457  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 AI8457  DYNAMIC HT  -           4.479 (meters)      14.69  (feet)  COMP
 AI8457  MODELED GRAV-     980,239.9   (mgal)                       NAVD 88
 AI8457
 AI8457  VERT ORDER  -  FIRST     CLASS II
 AI8457
 AI8457.The horizontal coordinates were scaled from a topographic map and have
 AI8457.an estimated accuracy of +/- 6 seconds.
 AI8457
 AI8457.The orthometric height was determined by differential leveling
 AI8457.and adjusted by the National Geodetic Survey in March 2001..
 AI8457.No vertical observational check was made to the station.
 AI8457
 AI8457.The geoid height was determined by GEOID03.
 AI8457
 AI8457.The dynamic height is computed by dividing the NAVD 88
 AI8457.geopotential number by the normal gravity value computed on the
 AI8457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8457.degrees latitude (g = 980.6199 gals.).
 AI8457
 AI8457.The modeled gravity was interpolated from observed gravity values.
 AI8457
 AI8457;                    North         East    Units  Estimated Accuracy
 AI8457;SPC NJ       -   228,620.      188,620.      MT  (+/- 180 meters Scaled)
 AI8457
 AI8457                          SUPERSEDED SURVEY CONTROL
 AI8457
 AI8457.No superseded survey control is available for this station.
 AI8457
 AI8457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL807271(NAD 83)
 AI8457_MARKER: DJ = TIDAL STATION DISK
 AI8457_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI8457_STAMPING: 0278 C 1976
 AI8457_MARK LOGO: NOS   
 AI8457_PROJECTION: RECESSED 10 CENTIMETERS
 AI8457_MAGNETIC: I = MARKER IS A STEEL ROD
 AI8457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8457+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2005
 AI8457_ROD/PIPE-DEPTH: 15.2 meters
 AI8457
 AI8457  HISTORY     - Date     Condition        Report By
 AI8457  HISTORY     - 1976     MONUMENTED       NOS
 AI8457  HISTORY     - 19980911 GOOD             NJGS
 AI8457  HISTORY     - 20050911 GOOD             GEOCAC
 AI8457
 AI8457                          STATION DESCRIPTION
 AI8457
 AI8457'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI8457'THE STATION IS LOCATED IN THE CITY OF HACKENSACK ON THE EAST SIDE OF
 AI8457'PASSAIC STREET.  TO REACH THE STATION FROM THE INTERSECTION OF RIVER
 AI8457'STREET, COUNTY ROAD 503 AND EAST ANDERSON STREET, GO SOUTH ON RIVER
 AI8457'STREET FOR 0.2 MI (0.3 KM) TO THE INTERSECTION WITH PASSAIC STREET.
 AI8457'TURN RIGHT AND GO NORTHWEST ON PASSAIC STREET FOR ABOUT 30 M (98.4 FT)
 AI8457'TO THE STATION ON THE RIGHT, SET IN THE ASPHALT PAVED DRIVEWAY LEADING
 AI8457'TO THE YMCA.  THE STATION IS 6.5 M (21.3 FT) SOUTH SOUTHEAST FROM WOOD
 AI8457'UTILITY POLE NUMBER PS 5379 HS, 12.2 M (40.0 FT) NORTHWEST FROM WOOD
 AI8457'UTILITY POLE NUMBER 5688 HS, 3.2 M (10.5 FT) EAST NORTHEAST FROM THE
 AI8457'EAST GUTTER LINE OF PASSAIC STREET AND 2.5 M (8.2 FT) SOUTH FROM THE
 AI8457'SOUTHWEST CORNER OF THE STAIRWAY LEADING TO THE PARKING LOT.
 AI8457
 AI8457                          STATION RECOVERY (2005)
 AI8457
 AI8457'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 AI8457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3467 ***********************************************************************
 KV3467  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3467  DESIGNATION -  853 0436 TIDAL 1 1
 KV3467  PID         -  KV3467
 KV3467  STATE/COUNTY-  NJ/BERGEN
 KV3467  USGS QUAD   -  WEEHAWKEN (1995)
 KV3467
 KV3467                         *CURRENT SURVEY CONTROL
 KV3467  ___________________________________________________________________
 KV3467* NAD 83(1986)-  40 50 18.     (N)    074 04 35.     (W)     SCALED    
 KV3467* NAVD 88     -         1.969  (meters)       6.46   (feet)  ADJUSTED  
 KV3467  ___________________________________________________________________
 KV3467  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KV3467  DYNAMIC HT  -           1.968 (meters)       6.46  (feet)  COMP
 KV3467  MODELED GRAV-     980,234.8   (mgal)                       NAVD 88
 KV3467
 KV3467  VERT ORDER  -  SECOND    CLASS I
 KV3467
 KV3467.The horizontal coordinates were scaled from a topographic map and have
 KV3467.an estimated accuracy of +/- 6 seconds.
 KV3467
 KV3467.The orthometric height was determined by differential leveling
 KV3467.and adjusted by the National Geodetic Survey in June 1991..
 KV3467
 KV3467.This Tidal Bench Mark is designated as VM 14263
 KV3467.by the Center for Operational Oceanographic Products and Services.
 KV3467
 KV3467.The geoid height was determined by GEOID03.
 KV3467
 KV3467.The dynamic height is computed by dividing the NAVD 88
 KV3467.geopotential number by the normal gravity value computed on the
 KV3467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3467.degrees latitude (g = 980.6199 gals.).
 KV3467
 KV3467.The modeled gravity was interpolated from observed gravity values.
 KV3467
 KV3467;                    North         East    Units  Estimated Accuracy
 KV3467;SPC NJ       -   222,680.      185,720.      MT  (+/- 180 meters Scaled)
 KV3467
 KV3467                          SUPERSEDED SURVEY CONTROL
 KV3467
 KV3467  NGVD 29 (??/??/??)    2.283  (m)            7.49   (f) ADJUSTED    2 1
 KV3467
 KV3467.Superseded values are not recommended for survey control.
 KV3467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3467.See file dsdata.txt to determine how the superseded data were derived.
 KV3467
 KV3467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL778212(NAD 83)
 KV3467_MARKER: DJ = TIDAL STATION DISK
 KV3467_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV3467+WITH SETTING: PAVEMENT
 KV3467_SP_SET: STEP
 KV3467_STAMPING: 1-1 1973
 KV3467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3467+STABILITY: SURFACE MOTION
 KV3467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3467+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2000
 KV3467
 KV3467  HISTORY     - Date     Condition        Report By
 KV3467  HISTORY     - 1973     MONUMENTED       NOS
 KV3467  HISTORY     - 1975     GOOD             NOS
 KV3467  HISTORY     - 19950918 GOOD             USPSQD
 KV3467  HISTORY     - 20000407 GOOD             PORANY
 KV3467
 KV3467                          STATION DESCRIPTION
 KV3467
 KV3467'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 KV3467'IN RUTHERFORD.
 KV3467'IN THE FRONT STEP OF THE BUILDING AT 7 PURCELL COURT, 31.7 FT. WEST OF
 KV3467'THE WEST CURB OF THE STREET, 26.8 FT. NORTHEAST OF THE SOUTHEAST
 KV3467'CORNER OF THE BUILDING, AND 3.8 FT. EAST OF THE EAST WALL OF THE
 KV3467'BUILDING. ELEVATION 9.31 FT. ABOVE MEAN LOW WATER 4.21 FT. ABOVE MEAN
 KV3467'HIGH WATER.
 KV3467
 KV3467                          STATION RECOVERY (1995)
 KV3467
 KV3467'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3467'RECOVERED IN GOOD CONDITION.
 KV3467
 KV3467                          STATION RECOVERY (2000)
 KV3467
 KV3467'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2000 (SSZ)
 KV3467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3469 ***********************************************************************
 KV3469  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3469  DESIGNATION -  853 0436 TIDAL 1 2
 KV3469  PID         -  KV3469
 KV3469  STATE/COUNTY-  NJ/BERGEN
 KV3469  USGS QUAD   -  WEEHAWKEN (1995)
 KV3469
 KV3469                         *CURRENT SURVEY CONTROL
 KV3469  ___________________________________________________________________
 KV3469* NAD 83(1986)-  40 50 18.     (N)    074 04 35.     (W)     SCALED    
 KV3469* NAVD 88     -         1.667  (meters)       5.47   (feet)  ADJUSTED  
 KV3469  ___________________________________________________________________
 KV3469  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KV3469  DYNAMIC HT  -           1.666 (meters)       5.47  (feet)  COMP
 KV3469  MODELED GRAV-     980,234.8   (mgal)                       NAVD 88
 KV3469
 KV3469  VERT ORDER  -  SECOND    CLASS I
 KV3469
 KV3469.The horizontal coordinates were scaled from a topographic map and have
 KV3469.an estimated accuracy of +/- 6 seconds.
 KV3469
 KV3469.The orthometric height was determined by differential leveling
 KV3469.and adjusted by the National Geodetic Survey in June 1991..
 KV3469
 KV3469.This Tidal Bench Mark is designated as VM 14264
 KV3469.by the Center for Operational Oceanographic Products and Services.
 KV3469
 KV3469.The geoid height was determined by GEOID03.
 KV3469
 KV3469.The dynamic height is computed by dividing the NAVD 88
 KV3469.geopotential number by the normal gravity value computed on the
 KV3469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3469.degrees latitude (g = 980.6199 gals.).
 KV3469
 KV3469.The modeled gravity was interpolated from observed gravity values.
 KV3469
 KV3469;                    North         East    Units  Estimated Accuracy
 KV3469;SPC NJ       -   222,680.      185,720.      MT  (+/- 180 meters Scaled)
 KV3469
 KV3469                          SUPERSEDED SURVEY CONTROL
 KV3469
 KV3469  NGVD 29 (??/??/??)    1.981  (m)            6.50   (f) ADJUSTED    2 1
 KV3469
 KV3469.Superseded values are not recommended for survey control.
 KV3469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3469.See file dsdata.txt to determine how the superseded data were derived.
 KV3469
 KV3469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL778212(NAD 83)
 KV3469_MARKER: DJ = TIDAL STATION DISK
 KV3469_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV3469+WITH SETTING: PAVEMENT
 KV3469_SP_SET: LOADING DOCK
 KV3469_STAMPING: 1-2 1973
 KV3469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3469+STABILITY: SURFACE MOTION
 KV3469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3469+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2000
 KV3469
 KV3469  HISTORY     - Date     Condition        Report By
 KV3469  HISTORY     - 1973     MONUMENTED       NOS
 KV3469  HISTORY     - 1975     GOOD             NOS
 KV3469  HISTORY     - 19940918 GOOD             USPSQD
 KV3469  HISTORY     - 20000407 GOOD             PORANY
 KV3469
 KV3469                          STATION DESCRIPTION
 KV3469
 KV3469'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 KV3469'IN RUTHERFORD.
 KV3469'IN CEMENT IN THE LOADING DOCK AT THE NORTHEAST CORNER OF THE BUILDING,
 KV3469'WHICH IS AT THE SOUTHEAST CORNER OF THE INTERSECTION OF PURCELL COURT
 KV3469'AND BARRET AVENUE, 34.0 FT. SOUTH OF THE SOUTH CURB OF BARRET AVENUE,
 KV3469'8.0 FT. WEST OF THE NORTHEAST CORNER OF THE BUILDING, AND 0.5 FT.
 KV3469'NORTH OF THE NORTH WALL OF THE BUILDING. ELEVATION 8.32 FT. ABOVE MEAN
 KV3469'LOW WATER WATER 3.22 FT. ABOVE MEAN HIGH WATER.
 KV3469
 KV3469                          STATION RECOVERY (1994)
 KV3469
 KV3469'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3469'RECOVERED IN GOOD CONDITION.
 KV3469
 KV3469                          STATION RECOVERY (2000)
 KV3469
 KV3469'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2000 (SSZ)
 KV3469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3465 ***********************************************************************
 KV3465  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3465  DESIGNATION -  853 0436 TIDAL 1 3
 KV3465  PID         -  KV3465
 KV3465  STATE/COUNTY-  NJ/BERGEN
 KV3465  USGS QUAD   -  WEEHAWKEN (1995)
 KV3465
 KV3465                         *CURRENT SURVEY CONTROL
 KV3465  ___________________________________________________________________
 KV3465* NAD 83(1986)-  40 50 18.     (N)    074 04 35.     (W)     SCALED    
 KV3465* NAVD 88     -         1.123  (meters)       3.68   (feet)  ADJUSTED  
 KV3465  ___________________________________________________________________
 KV3465  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KV3465  DYNAMIC HT  -           1.122 (meters)       3.68  (feet)  COMP
 KV3465  MODELED GRAV-     980,234.8   (mgal)                       NAVD 88
 KV3465
 KV3465  VERT ORDER  -  SECOND    CLASS I
 KV3465
 KV3465.The horizontal coordinates were scaled from a topographic map and have
 KV3465.an estimated accuracy of +/- 6 seconds.
 KV3465
 KV3465.The orthometric height was determined by differential leveling
 KV3465.and adjusted by the National Geodetic Survey in June 1991..
 KV3465
 KV3465.This Tidal Bench Mark is designated as VM 14265
 KV3465.by the Center for Operational Oceanographic Products and Services.
 KV3465
 KV3465.The geoid height was determined by GEOID03.
 KV3465
 KV3465.The dynamic height is computed by dividing the NAVD 88
 KV3465.geopotential number by the normal gravity value computed on the
 KV3465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3465.degrees latitude (g = 980.6199 gals.).
 KV3465
 KV3465.The modeled gravity was interpolated from observed gravity values.
 KV3465
 KV3465;                    North         East    Units  Estimated Accuracy
 KV3465;SPC NJ       -   222,680.      185,720.      MT  (+/- 180 meters Scaled)
 KV3465
 KV3465                          SUPERSEDED SURVEY CONTROL
 KV3465
 KV3465  NGVD 29 (??/??/??)    1.437  (m)            4.71   (f) ADJUSTED    2 1
 KV3465
 KV3465.Superseded values are not recommended for survey control.
 KV3465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3465.See file dsdata.txt to determine how the superseded data were derived.
 KV3465
 KV3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL778212(NAD 83)
 KV3465_MARKER: B = BOLT
 KV3465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV3465_SP_SET: RAILROAD TIES
 KV3465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3465
 KV3465  HISTORY     - Date     Condition        Report By
 KV3465  HISTORY     - 1973     MONUMENTED       NOS
 KV3465  HISTORY     - 1975     GOOD             NOS
 KV3465  HISTORY     - 19940918 MARK NOT FOUND   USPSQD
 KV3465  HISTORY     - 20000407 MARK NOT FOUND   PORANY
 KV3465
 KV3465                          STATION DESCRIPTION
 KV3465
 KV3465'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 KV3465'IN RUTHERFORD.
 KV3465'IN THE NORTHERNMOST OF TWO EXTENDED TIES UNDER A RAILROAD SWITCH
 KV3465'MECHANISM JUST WEST OF THE SOUTH END OF PURCELL COURT, 146.4 FT.
 KV3465'NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, AT THE SOUTH END OF
 KV3465'PURCELL COURT, AND 40.0 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 KV3465'BUILDING AT 7 PURCELL COURT. ELEVATION 6.53 FT. ABOVE MEAN LOW WATER
 KV3465'1.43 FT. ABOVE MEAN HIGH WATER.
 KV3465
 KV3465                          STATION RECOVERY (1994)
 KV3465
 KV3465'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3465'MARK NOT FOUND.
 KV3465
 KV3465                          STATION RECOVERY (2000)
 KV3465
 KV3465'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2000 (SSZ)
 KV3465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3466 ***********************************************************************
 KV3466  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3466  DESIGNATION -  853 0436 TIDAL 1 4
 KV3466  PID         -  KV3466
 KV3466  STATE/COUNTY-  NJ/BERGEN
 KV3466  USGS QUAD   -  WEEHAWKEN (1995)
 KV3466
 KV3466                         *CURRENT SURVEY CONTROL
 KV3466  ___________________________________________________________________
 KV3466* NAD 83(1986)-  40 50 18.     (N)    074 04 35.     (W)     SCALED    
 KV3466* NAVD 88     -         1.450  (meters)       4.76   (feet)  ADJUSTED  
 KV3466  ___________________________________________________________________
 KV3466  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KV3466  DYNAMIC HT  -           1.450 (meters)       4.76  (feet)  COMP
 KV3466  MODELED GRAV-     980,234.8   (mgal)                       NAVD 88
 KV3466
 KV3466  VERT ORDER  -  SECOND    CLASS I
 KV3466
 KV3466.The horizontal coordinates were scaled from a topographic map and have
 KV3466.an estimated accuracy of +/- 6 seconds.
 KV3466
 KV3466.The orthometric height was determined by differential leveling
 KV3466.and adjusted by the National Geodetic Survey in June 1991..
 KV3466
 KV3466.This Tidal Bench Mark is designated as VM 14267
 KV3466.by the Center for Operational Oceanographic Products and Services.
 KV3466
 KV3466.The geoid height was determined by GEOID03.
 KV3466
 KV3466.The dynamic height is computed by dividing the NAVD 88
 KV3466.geopotential number by the normal gravity value computed on the
 KV3466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3466.degrees latitude (g = 980.6199 gals.).
 KV3466
 KV3466.The modeled gravity was interpolated from observed gravity values.
 KV3466
 KV3466;                    North         East    Units  Estimated Accuracy
 KV3466;SPC NJ       -   222,680.      185,720.      MT  (+/- 180 meters Scaled)
 KV3466
 KV3466                          SUPERSEDED SURVEY CONTROL
 KV3466
 KV3466  NGVD 29 (??/??/??)    1.765  (m)            5.79   (f) ADJUSTED    2 1
 KV3466
 KV3466.Superseded values are not recommended for survey control.
 KV3466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3466.See file dsdata.txt to determine how the superseded data were derived.
 KV3466
 KV3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL778212(NAD 83)
 KV3466_MARKER: B = BOLT
 KV3466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV3466_SP_SET: UTILITIY POLE
 KV3466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3466
 KV3466  HISTORY     - Date     Condition        Report By
 KV3466  HISTORY     - 1973     MONUMENTED       NOS
 KV3466  HISTORY     - 1975     GOOD             NOS
 KV3466  HISTORY     - 19940918 GOOD             USPSQD
 KV3466  HISTORY     - 20000407 MARK NOT FOUND   PORANY
 KV3466
 KV3466                          STATION DESCRIPTION
 KV3466
 KV3466'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 KV3466'IN RUTHERFORD.
 KV3466'DRIVEN INTO THE WEST SIDE OF UTILITY POLE AT THE SOUTH END OF PURCELL
 KV3466'COURT, 78.4 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING AT
 KV3466'7 PURCELL COURT, 29.6 FT. NORTHEAST OF THE NORTHEAST CORNER OF THE
 KV3466'TWO STORY PART OF THE BUILDING AT THE SOUTH END OF PURCELL COURT, AND
 KV3466'1.1 FT. ABOE GROUND LEVEL. ELEVATION 7.61 FT. ABOE MEAN LOW WATER 2.51
 KV3466'FT. ABOVE MEAN HIGH WATER.
 KV3466
 KV3466                          STATION RECOVERY (1994)
 KV3466
 KV3466'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3466'RECOVERED IN GOOD CONDITION.
 KV3466
 KV3466                          STATION RECOVERY (2000)
 KV3466
 KV3466'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2000 (SSZ)
 KV3466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3468 ***********************************************************************
 KV3468  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3468  DESIGNATION -  853 0436 TIDAL 1 5
 KV3468  PID         -  KV3468
 KV3468  STATE/COUNTY-  NJ/BERGEN
 KV3468  USGS QUAD   -  WEEHAWKEN (1995)
 KV3468
 KV3468                         *CURRENT SURVEY CONTROL
 KV3468  ___________________________________________________________________
 KV3468* NAD 83(1986)-  40 50 18.     (N)    074 04 35.     (W)     SCALED    
 KV3468* NAVD 88     -         1.468  (meters)       4.82   (feet)  ADJUSTED  
 KV3468  ___________________________________________________________________
 KV3468  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KV3468  DYNAMIC HT  -           1.467 (meters)       4.81  (feet)  COMP
 KV3468  MODELED GRAV-     980,234.8   (mgal)                       NAVD 88
 KV3468
 KV3468  VERT ORDER  -  SECOND    CLASS I
 KV3468
 KV3468.The horizontal coordinates were scaled from a topographic map and have
 KV3468.an estimated accuracy of +/- 6 seconds.
 KV3468
 KV3468.The orthometric height was determined by differential leveling
 KV3468.and adjusted by the National Geodetic Survey in June 1991..
 KV3468
 KV3468.This Tidal Bench Mark is designated as VM 14266
 KV3468.by the Center for Operational Oceanographic Products and Services.
 KV3468
 KV3468.The geoid height was determined by GEOID03.
 KV3468
 KV3468.The dynamic height is computed by dividing the NAVD 88
 KV3468.geopotential number by the normal gravity value computed on the
 KV3468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3468.degrees latitude (g = 980.6199 gals.).
 KV3468
 KV3468.The modeled gravity was interpolated from observed gravity values.
 KV3468
 KV3468;                    North         East    Units  Estimated Accuracy
 KV3468;SPC NJ       -   222,680.      185,720.      MT  (+/- 180 meters Scaled)
 KV3468
 KV3468                          SUPERSEDED SURVEY CONTROL
 KV3468
 KV3468  NGVD 29 (??/??/??)    1.782  (m)            5.85   (f) ADJUSTED    2 1
 KV3468
 KV3468.Superseded values are not recommended for survey control.
 KV3468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3468.See file dsdata.txt to determine how the superseded data were derived.
 KV3468
 KV3468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL778212(NAD 83)
 KV3468_MARKER: B = BOLT
 KV3468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV3468_SP_SET: UTILITY POLE
 KV3468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3468
 KV3468  HISTORY     - Date     Condition        Report By
 KV3468  HISTORY     - 1973     MONUMENTED       NOS
 KV3468  HISTORY     - 1975     GOOD             NOS
 KV3468  HISTORY     - 19950918 GOOD             USPSQD
 KV3468  HISTORY     - 20000407 MARK NOT FOUND   PORANY
 KV3468
 KV3468                          STATION DESCRIPTION
 KV3468
 KV3468'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 KV3468'IN RUTHERFORD.
 KV3468'DRIVEN INTO THE SOUTH SIDE OF A UTILITY POLE AT THE SOUTHWEST CORNER
 KV3468'OF THE INTERSECTION OF PURCELL COURT AND BARRET AVENUE 50.3 FT.
 KV3468'NORTHEAST OF THE NORTHEAST CORNER OF THE ONE STORY PART OF THE
 KV3468'BUILDING AT 7 PURCELL COURT, 45.4 FT. SOUTHWEST OF A FIRE HYDRANT ON
 KV3468'THE NORTH SIDE OF BARRET AVENUE, AND 0.7 FT. ABOVE GROUND LEVEL.
 KV3468'ELEVATION 7.68 FT. ABOVE MEAN LOW WATER 2.58 FT. ABOVE MEAN HIGH
 KV3468'WATER.
 KV3468
 KV3468                          STATION RECOVERY (1995)
 KV3468
 KV3468'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3468'RECOVERED IN GOOD CONDITION.
 KV3468
 KV3468                          STATION RECOVERY (2000)
 KV3468
 KV3468'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2000 (SSZ)
 KV3468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3462 ***********************************************************************
 KV3462  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3462  DESIGNATION -  853 0462 TIDAL 2 1
 KV3462  PID         -  KV3462
 KV3462  STATE/COUNTY-  NJ/BERGEN
 KV3462  USGS QUAD   -  WEEHAWKEN (1995)
 KV3462
 KV3462                         *CURRENT SURVEY CONTROL
 KV3462  ___________________________________________________________________
 KV3462* NAD 83(1986)-  40 50 00.     (N)    074 05 03.     (W)     SCALED    
 KV3462* NAVD 88     -         1.284  (meters)       4.21   (feet)  ADJUSTED  
 KV3462  ___________________________________________________________________
 KV3462  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KV3462  DYNAMIC HT  -           1.283 (meters)       4.21  (feet)  COMP
 KV3462  MODELED GRAV-     980,233.5   (mgal)                       NAVD 88
 KV3462
 KV3462  VERT ORDER  -  SECOND    CLASS I
 KV3462
 KV3462.The horizontal coordinates were scaled from a topographic map and have
 KV3462.an estimated accuracy of +/- 6 seconds.
 KV3462
 KV3462.The orthometric height was determined by differential leveling
 KV3462.and adjusted by the National Geodetic Survey in June 1991..
 KV3462
 KV3462.This Tidal Bench Mark is designated as VM 14268
 KV3462.by the Center for Operational Oceanographic Products and Services.
 KV3462
 KV3462.The geoid height was determined by GEOID03.
 KV3462
 KV3462.The dynamic height is computed by dividing the NAVD 88
 KV3462.geopotential number by the normal gravity value computed on the
 KV3462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3462.degrees latitude (g = 980.6199 gals.).
 KV3462
 KV3462.The modeled gravity was interpolated from observed gravity values.
 KV3462
 KV3462;                    North         East    Units  Estimated Accuracy
 KV3462;SPC NJ       -   222,120.      185,070.      MT  (+/- 180 meters Scaled)
 KV3462
 KV3462                          SUPERSEDED SURVEY CONTROL
 KV3462
 KV3462  NGVD 29 (??/??/??)    1.598  (m)            5.24   (f) ADJUSTED    2 1
 KV3462
 KV3462.Superseded values are not recommended for survey control.
 KV3462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3462.See file dsdata.txt to determine how the superseded data were derived.
 KV3462
 KV3462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL772206(NAD 83)
 KV3462_MARKER: DJ = TIDAL STATION DISK
 KV3462_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV3462_SP_SET: CURB
 KV3462_STAMPING: 2-1 1973
 KV3462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3462
 KV3462  HISTORY     - Date     Condition        Report By
 KV3462  HISTORY     - 1973     MONUMENTED       NOS
 KV3462  HISTORY     - 1975     GOOD             NOS
 KV3462  HISTORY     - 19940918 GOOD             USPSQD
 KV3462
 KV3462                          STATION DESCRIPTION
 KV3462
 KV3462'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 KV3462'IN RUTHERFORD.
 KV3462'IN THE CEMENT CURB IN FRONT OF THE ENTRANCE TO THE LEXINGTON
 KV3462'STANDARD BUILDING AT 50 BROAD STREET, 66.3 FT. NORTHWEST OF THE
 KV3462'NORTHWEST CORNER OF THE TRW BUILDING WHICH IS DIAGONALLY ADJACENT,
 KV3462'6.0 FT. EAST OF THE BOTTOM STEP AT THE ENTRANCE TO THE BUILDING, AND
 KV3462'2.5 FT. SOUTH OF THE SOUTHEAST CORNER OF THE BUILDING. ELEVATION 7.48
 KV3462'FT. ABOVE MEAN LOW WATER 1.98 FT. ABOVE MEAN HIGH WATER.
 KV3462
 KV3462                          STATION RECOVERY (1994)
 KV3462
 KV3462'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3464 ***********************************************************************
 KV3464  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3464  DESIGNATION -  853 0462 TIDAL 2 2
 KV3464  PID         -  KV3464
 KV3464  STATE/COUNTY-  NJ/BERGEN
 KV3464  USGS QUAD   -  WEEHAWKEN (1995)
 KV3464
 KV3464                         *CURRENT SURVEY CONTROL
 KV3464  ___________________________________________________________________
 KV3464* NAD 83(1986)-  40 50 00.     (N)    074 05 03.     (W)     SCALED    
 KV3464* NAVD 88     -         0.878  (meters)       2.88   (feet)  ADJUSTED  
 KV3464  ___________________________________________________________________
 KV3464  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KV3464  DYNAMIC HT  -           0.878 (meters)       2.88  (feet)  COMP
 KV3464  MODELED GRAV-     980,233.5   (mgal)                       NAVD 88
 KV3464
 KV3464  VERT ORDER  -  SECOND    CLASS I
 KV3464
 KV3464.The horizontal coordinates were scaled from a topographic map and have
 KV3464.an estimated accuracy of +/- 6 seconds.
 KV3464
 KV3464.The orthometric height was determined by differential leveling
 KV3464.and adjusted by the National Geodetic Survey in June 1991..
 KV3464
 KV3464.This Tidal Bench Mark is designated as VM 14269
 KV3464.by the Center for Operational Oceanographic Products and Services.
 KV3464
 KV3464.The geoid height was determined by GEOID03.
 KV3464
 KV3464.The dynamic height is computed by dividing the NAVD 88
 KV3464.geopotential number by the normal gravity value computed on the
 KV3464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3464.degrees latitude (g = 980.6199 gals.).
 KV3464
 KV3464.The modeled gravity was interpolated from observed gravity values.
 KV3464
 KV3464;                    North         East    Units  Estimated Accuracy
 KV3464;SPC NJ       -   222,120.      185,070.      MT  (+/- 180 meters Scaled)
 KV3464
 KV3464                          SUPERSEDED SURVEY CONTROL
 KV3464
 KV3464  NGVD 29 (??/??/??)    1.192  (m)            3.91   (f) ADJUSTED    2 1
 KV3464
 KV3464.Superseded values are not recommended for survey control.
 KV3464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3464.See file dsdata.txt to determine how the superseded data were derived.
 KV3464
 KV3464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL772206(NAD 83)
 KV3464_MARKER: DJ = TIDAL STATION DISK
 KV3464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV3464_SP_SET: LOADING DOCK
 KV3464_STAMPING: 2-2 1973
 KV3464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3464
 KV3464  HISTORY     - Date     Condition        Report By
 KV3464  HISTORY     - 1973     MONUMENTED       NOS
 KV3464  HISTORY     - 1975     GOOD             NOS
 KV3464  HISTORY     - 19940918 GOOD             USPSQD
 KV3464
 KV3464                          STATION DESCRIPTION
 KV3464
 KV3464'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 KV3464'IN RUTHERFORD.
 KV3464'IN A CEMENT LOADING DOCK ON THE NORTH SIDE OF THE TRW BUILDING AT 60
 KV3464'BROAD STREET, AT THE EAST SIDE OF THE THIRD LOADING DOOR, 0.4 FT. WEST
 KV3464'OF THE DOORSTOP, AND 0.3 FT. NORTH OF THE CLOSED DOOR. ELEVATION 6.15
 KV3464'FT. ABOVE MEAN LOW WATER 0.65 FOOT ABOVE MEAN HIGH WATER.
 KV3464
 KV3464                          STATION RECOVERY (1994)
 KV3464
 KV3464'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3463 ***********************************************************************
 KV3463  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3463  DESIGNATION -  853 0462 TIDAL 2 3
 KV3463  PID         -  KV3463
 KV3463  STATE/COUNTY-  NJ/BERGEN
 KV3463  USGS QUAD   -  WEEHAWKEN (1995)
 KV3463
 KV3463                         *CURRENT SURVEY CONTROL
 KV3463  ___________________________________________________________________
 KV3463* NAD 83(1986)-  40 50 00.     (N)    074 05 03.     (W)     SCALED    
 KV3463* NAVD 88     -         1.625  (meters)       5.33   (feet)  ADJUSTED  
 KV3463  ___________________________________________________________________
 KV3463  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KV3463  DYNAMIC HT  -           1.624 (meters)       5.33  (feet)  COMP
 KV3463  MODELED GRAV-     980,233.5   (mgal)                       NAVD 88
 KV3463
 KV3463  VERT ORDER  -  SECOND    CLASS I
 KV3463
 KV3463.The horizontal coordinates were scaled from a topographic map and have
 KV3463.an estimated accuracy of +/- 6 seconds.
 KV3463
 KV3463.The orthometric height was determined by differential leveling
 KV3463.and adjusted by the National Geodetic Survey in June 1991..
 KV3463
 KV3463.This Tidal Bench Mark is designated as VM 14270
 KV3463.by the Center for Operational Oceanographic Products and Services.
 KV3463
 KV3463.The geoid height was determined by GEOID03.
 KV3463
 KV3463.The dynamic height is computed by dividing the NAVD 88
 KV3463.geopotential number by the normal gravity value computed on the
 KV3463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3463.degrees latitude (g = 980.6199 gals.).
 KV3463
 KV3463.The modeled gravity was interpolated from observed gravity values.
 KV3463
 KV3463;                    North         East    Units  Estimated Accuracy
 KV3463;SPC NJ       -   222,120.      185,070.      MT  (+/- 180 meters Scaled)
 KV3463
 KV3463                          SUPERSEDED SURVEY CONTROL
 KV3463
 KV3463  NGVD 29 (??/??/??)    1.939  (m)            6.36   (f) ADJUSTED    2 1
 KV3463
 KV3463.Superseded values are not recommended for survey control.
 KV3463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3463.See file dsdata.txt to determine how the superseded data were derived.
 KV3463
 KV3463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL772206(NAD 83)
 KV3463_MARKER: DJ = TIDAL STATION DISK
 KV3463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV3463_SP_SET: HEADWALL
 KV3463_STAMPING: 2-3 1973
 KV3463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3463
 KV3463  HISTORY     - Date     Condition        Report By
 KV3463  HISTORY     - 1973     MONUMENTED       NOS
 KV3463  HISTORY     - 1975     GOOD             NOS
 KV3463  HISTORY     - 19940918 GOOD             USPSQD
 KV3463
 KV3463                          STATION DESCRIPTION
 KV3463
 KV3463'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 KV3463'IN RUTHERFORD.
 KV3463'IN CEMENT ON THE TOP OF A CEMENT HEADWALL OF A STORM DRAIN INTO BERRYS
 KV3463'CREEK, BEYOND THE PARKING LOT AT 55 AND 60 BROAD STREET, 157.0 FT.
 KV3463'EAST OF THE EAST WALL OF THE LEXINGTON STANDARD BUILDING, AND 105.7
 KV3463'FT. NORTH OF THE NORTH SIDE OF THE TRW BUILDING. ELEVATION 8.59 FT.
 KV3463'ABOVE MEAN LOW WATER 3.09 FT. ABOVE MEAN HIGH WATER.
 KV3463
 KV3463                          STATION RECOVERY (1994)
 KV3463
 KV3463'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3461 ***********************************************************************
 KV3461  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3461  DESIGNATION -  853 0462 TIDAL 2 4
 KV3461  PID         -  KV3461
 KV3461  STATE/COUNTY-  NJ/BERGEN
 KV3461  USGS QUAD   -  WEEHAWKEN (1995)
 KV3461
 KV3461                         *CURRENT SURVEY CONTROL
 KV3461  ___________________________________________________________________
 KV3461* NAD 83(1986)-  40 50 00.     (N)    074 05 03.     (W)     SCALED    
 KV3461* NAVD 88     -         1.988  (meters)       6.52   (feet)  ADJUSTED  
 KV3461  ___________________________________________________________________
 KV3461  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KV3461  DYNAMIC HT  -           1.987 (meters)       6.52  (feet)  COMP
 KV3461  MODELED GRAV-     980,233.5   (mgal)                       NAVD 88
 KV3461
 KV3461  VERT ORDER  -  SECOND    CLASS I
 KV3461
 KV3461.The horizontal coordinates were scaled from a topographic map and have
 KV3461.an estimated accuracy of +/- 6 seconds.
 KV3461
 KV3461.The orthometric height was determined by differential leveling
 KV3461.and adjusted by the National Geodetic Survey in June 1991..
 KV3461
 KV3461.This Tidal Bench Mark is designated as VM 14271
 KV3461.by the Center for Operational Oceanographic Products and Services.
 KV3461
 KV3461.The geoid height was determined by GEOID03.
 KV3461
 KV3461.The dynamic height is computed by dividing the NAVD 88
 KV3461.geopotential number by the normal gravity value computed on the
 KV3461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3461.degrees latitude (g = 980.6199 gals.).
 KV3461
 KV3461.The modeled gravity was interpolated from observed gravity values.
 KV3461
 KV3461;                    North         East    Units  Estimated Accuracy
 KV3461;SPC NJ       -   222,120.      185,070.      MT  (+/- 180 meters Scaled)
 KV3461
 KV3461                          SUPERSEDED SURVEY CONTROL
 KV3461
 KV3461  NGVD 29 (??/??/??)    2.302  (m)            7.55   (f) ADJUSTED    2 1
 KV3461
 KV3461.Superseded values are not recommended for survey control.
 KV3461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3461.See file dsdata.txt to determine how the superseded data were derived.
 KV3461
 KV3461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL772206(NAD 83)
 KV3461_MARKER: B = BOLT
 KV3461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV3461_SP_SET: UTILITY POLE
 KV3461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3461
 KV3461  HISTORY     - Date     Condition        Report By
 KV3461  HISTORY     - 1973     MONUMENTED       NOS
 KV3461  HISTORY     - 1975     GOOD             NOS
 KV3461  HISTORY     - 19940918 GOOD             USPSQD
 KV3461
 KV3461                          STATION DESCRIPTION
 KV3461
 KV3461'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 KV3461'IN RUTHERFORD.
 KV3461'DRIVEN INTO A UTILITY POLE ON THE WEST SIDE OF BROAD STREET, 24.0
 KV3461'FT. EAST OF THE EAST WALL OF THE BUILDING AT 55 BROAD STREET, 17.4 FT.
 KV3461'SOUTH OF A FIRE HYDRANT ON THE WEST CURB OF THE STREET, 2.0 FT. WEST
 KV3461'OF THE WEST CURB, AND 1.2 FT. ABOVE GROUND LEVEL. ELEVATION 9.81 FT.
 KV3461'ABOVE MEAN LOW WATER 4.31 FT. ABOVE MEAN HIGH WATER.
 KV3461
 KV3461                          STATION RECOVERY (1994)
 KV3461
 KV3461'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3460 ***********************************************************************
 KV3460  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3460  DESIGNATION -  853 0462 TIDAL 2 5
 KV3460  PID         -  KV3460
 KV3460  STATE/COUNTY-  NJ/BERGEN
 KV3460  USGS QUAD   -  WEEHAWKEN (1995)
 KV3460
 KV3460                         *CURRENT SURVEY CONTROL
 KV3460  ___________________________________________________________________
 KV3460* NAD 83(1986)-  40 50 00.     (N)    074 05 03.     (W)     SCALED    
 KV3460* NAVD 88     -         1.897  (meters)       6.22   (feet)  ADJUSTED  
 KV3460  ___________________________________________________________________
 KV3460  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KV3460  DYNAMIC HT  -           1.896 (meters)       6.22  (feet)  COMP
 KV3460  MODELED GRAV-     980,233.5   (mgal)                       NAVD 88
 KV3460
 KV3460  VERT ORDER  -  SECOND    CLASS I
 KV3460
 KV3460.The horizontal coordinates were scaled from a topographic map and have
 KV3460.an estimated accuracy of +/- 6 seconds.
 KV3460
 KV3460.The orthometric height was determined by differential leveling
 KV3460.and adjusted by the National Geodetic Survey in June 1991..
 KV3460
 KV3460.This Tidal Bench Mark is designated as VM 14272
 KV3460.by the Center for Operational Oceanographic Products and Services.
 KV3460
 KV3460.The geoid height was determined by GEOID03.
 KV3460
 KV3460.The dynamic height is computed by dividing the NAVD 88
 KV3460.geopotential number by the normal gravity value computed on the
 KV3460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3460.degrees latitude (g = 980.6199 gals.).
 KV3460
 KV3460.The modeled gravity was interpolated from observed gravity values.
 KV3460
 KV3460;                    North         East    Units  Estimated Accuracy
 KV3460;SPC NJ       -   222,120.      185,070.      MT  (+/- 180 meters Scaled)
 KV3460
 KV3460                          SUPERSEDED SURVEY CONTROL
 KV3460
 KV3460  NGVD 29 (??/??/??)    2.211  (m)            7.25   (f) ADJUSTED    2 1
 KV3460
 KV3460.Superseded values are not recommended for survey control.
 KV3460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3460.See file dsdata.txt to determine how the superseded data were derived.
 KV3460
 KV3460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL772206(NAD 83)
 KV3460_MARKER: B = BOLT
 KV3460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV3460_SP_SET: UTILITY POLE
 KV3460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3460
 KV3460  HISTORY     - Date     Condition        Report By
 KV3460  HISTORY     - 1973     MONUMENTED       NOS
 KV3460  HISTORY     - 1975     GOOD             NOS
 KV3460  HISTORY     - 19940918 GOOD             USPSQD
 KV3460
 KV3460                          STATION DESCRIPTION
 KV3460
 KV3460'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 KV3460'IN RUTHERFORD.
 KV3460'DRIVEN INTO A UTILITY AND STREET LIGHT POLE ON THE EAST SIDE OF BROAD
 KV3460'STREET, 16.9 FT. SOUTH OF THE CURB AT THE SOUTHEAST CORNER OF THE
 KV3460'INTERSECTION OF BROAD STREET AND AN ALLEY BETWEEN AND BUILDINGS, AT
 KV3460'65 AND 70 BROAD STREET, 4.3 FT. NORTH OF THE NORTHWEST CORNER OF THE
 KV3460'BUILDING AT 70 BROAD STREET, AND 1 FT. ABOVE GROUND LEVEL. ELEVATION
 KV3460'9.48 FT. ABOVE MEAN LOW WATER 3.98 FT. ABOVE MEAN HIGH WATER.
 KV3460
 KV3460                          STATION RECOVERY (1994)
 KV3460
 KV3460'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3457 ***********************************************************************
 KV3457  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3457  DESIGNATION -  853 0463 TIDAL 4 1
 KV3457  PID         -  KV3457
 KV3457  STATE/COUNTY-  NJ/BERGEN
 KV3457  USGS QUAD   -  WEEHAWKEN (1995)
 KV3457
 KV3457                         *CURRENT SURVEY CONTROL
 KV3457  ___________________________________________________________________
 KV3457* NAD 83(1986)-  40 49 35.     (N)    074 04 34.     (W)     SCALED    
 KV3457* NAVD 88     -         2.075  (meters)       6.81   (feet)  ADJUSTED  
 KV3457  ___________________________________________________________________
 KV3457  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KV3457  DYNAMIC HT  -           2.074 (meters)       6.80  (feet)  COMP
 KV3457  MODELED GRAV-     980,234.8   (mgal)                       NAVD 88
 KV3457
 KV3457  VERT ORDER  -  SECOND    CLASS I
 KV3457
 KV3457.The horizontal coordinates were scaled from a topographic map and have
 KV3457.an estimated accuracy of +/- 6 seconds.
 KV3457
 KV3457.The orthometric height was determined by differential leveling
 KV3457.and adjusted by the National Geodetic Survey in June 1991..
 KV3457
 KV3457.This Tidal Bench Mark is designated as VM 7420
 KV3457.by the Center for Operational Oceanographic Products and Services.
 KV3457
 KV3457.This Tidal Bench Mark is designated as VM 14273
 KV3457.by the Center for Operational Oceanographic Products and Services.
 KV3457
 KV3457.The geoid height was determined by GEOID03.
 KV3457
 KV3457.The dynamic height is computed by dividing the NAVD 88
 KV3457.geopotential number by the normal gravity value computed on the
 KV3457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3457.degrees latitude (g = 980.6199 gals.).
 KV3457
 KV3457.The modeled gravity was interpolated from observed gravity values.
 KV3457
 KV3457;                    North         East    Units  Estimated Accuracy
 KV3457;SPC NJ       -   221,360.      185,750.      MT  (+/- 180 meters Scaled)
 KV3457
 KV3457                          SUPERSEDED SURVEY CONTROL
 KV3457
 KV3457  NGVD 29 (??/??/??)    2.389  (m)            7.84   (f) ADJUSTED    2 1
 KV3457
 KV3457.Superseded values are not recommended for survey control.
 KV3457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3457.See file dsdata.txt to determine how the superseded data were derived.
 KV3457
 KV3457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL779198(NAD 83)
 KV3457_MARKER: DJ = TIDAL STATION DISK
 KV3457_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV3457+WITH SETTING: PAVEMENT
 KV3457_SP_SET: STEP
 KV3457_STAMPING: 4-1 1973
 KV3457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3457+STABILITY: SURFACE MOTION
 KV3457
 KV3457  HISTORY     - Date     Condition        Report By
 KV3457  HISTORY     - 1973     MONUMENTED       NOS
 KV3457  HISTORY     - 1975     GOOD             NOS
 KV3457  HISTORY     - 19940918 GOOD             USPSQD
 KV3457
 KV3457                          STATION DESCRIPTION
 KV3457
 KV3457'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 KV3457'IN RUTHERFORD.
 KV3457'SET IN THE BOTTOM STEP OF THE ENTRANCE TO THE WADO TRANSMITTER
 KV3457'BUILDING ON THE NORTH SIDE OF PATTERSON PLANK ROAD, 77.8 FT. NORTH
 KV3457'OF THE CENTERLINE OF THE ROAD, 26.3 FT. WEST OF THE SOUTHEAST CORNER
 KV3457'OF THE BUILDING, AND 6.0 FT. SOUTH OF THE DOORSTEP OF THE MAIN
 KV3457'ENTRANCE. ELEVATION 10.06 FT. ABOVE MEAN LOW WATER 4.56 FT. ABOVE
 KV3457'MEAN HIGH WATER.
 KV3457
 KV3457                          STATION RECOVERY (1994)
 KV3457
 KV3457'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3459 ***********************************************************************
 KV3459  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3459  DESIGNATION -  853 0463 TIDAL 4 2
 KV3459  PID         -  KV3459
 KV3459  STATE/COUNTY-  NJ/BERGEN
 KV3459  USGS QUAD   -  WEEHAWKEN (1995)
 KV3459
 KV3459                         *CURRENT SURVEY CONTROL
 KV3459  ___________________________________________________________________
 KV3459* NAD 83(1986)-  40 49 35.     (N)    074 04 34.     (W)     SCALED    
 KV3459* NAVD 88     -         1.643  (meters)       5.39   (feet)  ADJUSTED  
 KV3459  ___________________________________________________________________
 KV3459  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KV3459  DYNAMIC HT  -           1.642 (meters)       5.39  (feet)  COMP
 KV3459  MODELED GRAV-     980,234.8   (mgal)                       NAVD 88
 KV3459
 KV3459  VERT ORDER  -  SECOND    CLASS I
 KV3459
 KV3459.The horizontal coordinates were scaled from a topographic map and have
 KV3459.an estimated accuracy of +/- 6 seconds.
 KV3459
 KV3459.The orthometric height was determined by differential leveling
 KV3459.and adjusted by the National Geodetic Survey in June 1991..
 KV3459
 KV3459.This Tidal Bench Mark is designated as VM 7421
 KV3459.by the Center for Operational Oceanographic Products and Services.
 KV3459
 KV3459.This Tidal Bench Mark is designated as VM 14274
 KV3459.by the Center for Operational Oceanographic Products and Services.
 KV3459
 KV3459.The geoid height was determined by GEOID03.
 KV3459
 KV3459.The dynamic height is computed by dividing the NAVD 88
 KV3459.geopotential number by the normal gravity value computed on the
 KV3459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3459.degrees latitude (g = 980.6199 gals.).
 KV3459
 KV3459.The modeled gravity was interpolated from observed gravity values.
 KV3459
 KV3459;                    North         East    Units  Estimated Accuracy
 KV3459;SPC NJ       -   221,360.      185,750.      MT  (+/- 180 meters Scaled)
 KV3459
 KV3459                          SUPERSEDED SURVEY CONTROL
 KV3459
 KV3459  NGVD 29 (??/??/??)    1.957  (m)            6.42   (f) ADJUSTED    2 1
 KV3459
 KV3459.Superseded values are not recommended for survey control.
 KV3459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3459.See file dsdata.txt to determine how the superseded data were derived.
 KV3459
 KV3459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL779198(NAD 83)
 KV3459_MARKER: DJ = TIDAL STATION DISK
 KV3459_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV3459_SP_SET: GENERATOR FOUNDATION
 KV3459_STAMPING: 4-2 1973
 KV3459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3459
 KV3459  HISTORY     - Date     Condition        Report By
 KV3459  HISTORY     - 1973     MONUMENTED       NOS
 KV3459  HISTORY     - 1975     GOOD             NOS
 KV3459  HISTORY     - 19940918 GOOD             USPSQD
 KV3459
 KV3459                          STATION DESCRIPTION
 KV3459
 KV3459'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 KV3459'IN RUTHERFORD.
 KV3459'SET IN A CEMENT GENERATOR FOUNDATION BEHIND THE WADO TRANSMITTER
 KV3459'BUILDING, 65.0 FT. WEST OF THE WOODEN BRIDGE TO THE BASE OF THE MAIN
 KV3459'TOWER, 42.0 FT. NORTHEAST OF THE NORTHEAST CORNER OF THE SOUTHWEST
 KV3459'CEMENT GUY WIRE ANCHOR OF THE MAIN TOWER, AND 10.0 FT. NORTH OF THE
 KV3459'NORTHWEST CORNER OF THE NEW PROTION OF THE BUILDING. ELEVATION 8.66
 KV3459'FT. ABOVE MEAN LOW WATER 3.16 FT. ABOVE MEAN HIGH WATER.
 KV3459
 KV3459                          STATION RECOVERY (1994)
 KV3459
 KV3459'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3456 ***********************************************************************
 KV3456  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3456  DESIGNATION -  853 0463 TIDAL 4 3
 KV3456  PID         -  KV3456
 KV3456  STATE/COUNTY-  NJ/BERGEN
 KV3456  USGS QUAD   -  WEEHAWKEN (1995)
 KV3456
 KV3456                         *CURRENT SURVEY CONTROL
 KV3456  ___________________________________________________________________
 KV3456* NAD 83(1986)-  40 49 37.     (N)    074 04 37.     (W)     SCALED    
 KV3456* NAVD 88     -         1.436  (meters)       4.71   (feet)  ADJUSTED  
 KV3456  ___________________________________________________________________
 KV3456  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KV3456  DYNAMIC HT  -           1.435 (meters)       4.71  (feet)  COMP
 KV3456  MODELED GRAV-     980,234.7   (mgal)                       NAVD 88
 KV3456
 KV3456  VERT ORDER  -  SECOND    CLASS I
 KV3456
 KV3456.The horizontal coordinates were scaled from a topographic map and have
 KV3456.an estimated accuracy of +/- 6 seconds.
 KV3456
 KV3456.The orthometric height was determined by differential leveling
 KV3456.and adjusted by the National Geodetic Survey in June 1991..
 KV3456
 KV3456.This Tidal Bench Mark is designated as VM 7419
 KV3456.by the Center for Operational Oceanographic Products and Services.
 KV3456
 KV3456.This Tidal Bench Mark is designated as VM 14275
 KV3456.by the Center for Operational Oceanographic Products and Services.
 KV3456
 KV3456.The geoid height was determined by GEOID03.
 KV3456
 KV3456.The dynamic height is computed by dividing the NAVD 88
 KV3456.geopotential number by the normal gravity value computed on the
 KV3456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3456.degrees latitude (g = 980.6199 gals.).
 KV3456
 KV3456.The modeled gravity was interpolated from observed gravity values.
 KV3456
 KV3456;                    North         East    Units  Estimated Accuracy
 KV3456;SPC NJ       -   221,420.      185,680.      MT  (+/- 180 meters Scaled)
 KV3456
 KV3456                          SUPERSEDED SURVEY CONTROL
 KV3456
 KV3456  NGVD 29 (??/??/??)    1.750  (m)            5.74   (f) ADJUSTED    2 1
 KV3456
 KV3456.Superseded values are not recommended for survey control.
 KV3456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3456.See file dsdata.txt to determine how the superseded data were derived.
 KV3456
 KV3456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL778199(NAD 83)
 KV3456_MARKER: DJ = TIDAL STATION DISK
 KV3456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV3456_SP_SET: BUILDING
 KV3456_STAMPING: 4-3 1973
 KV3456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3456
 KV3456  HISTORY     - Date     Condition        Report By
 KV3456  HISTORY     - 1973     MONUMENTED       NOS
 KV3456  HISTORY     - 1975     GOOD             NOS
 KV3456
 KV3456                          STATION DESCRIPTION
 KV3456
 KV3456'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 KV3456'IN RUTHERFORD.
 KV3456'SET IN CEMENT ON THE EAST SIDE OF THE BRICK OFFICE BUILDING OF THE
 KV3456'INTERSTATE MOTOR FREIGHT TERMINAL ON PATTERSON PLANK ROAD, IN THE
 KV3456'TRAILER DOLLY PAD DIRECTLY IN FRONT OF LOADING DOOR NUMBER 3, 38.2
 KV3456'FT. NORTHEAST OF THE SOUTHEAST CORNER OF THE OFFICE, 36.9 FT. SOUTH
 KV3456'OF THE FACE OF THE LOADING DOCK ON THE EAST SIDE OF THE OFFICE, AND
 KV3456'6.9 FT. EAST OF THE EAST WALL OF THE OFFICE. ELEVATION 7.97 FT. ABOVE
 KV3456'MEAN LOW WATER 2.47 FT. ABOVE MEAN HIGH WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3454 ***********************************************************************
 KV3454  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3454  DESIGNATION -  853 0464 TIDAL 3 1
 KV3454  PID         -  KV3454
 KV3454  STATE/COUNTY-  NJ/BERGEN
 KV3454  USGS QUAD   -  WEEHAWKEN (1995)
 KV3454
 KV3454                         *CURRENT SURVEY CONTROL
 KV3454  ___________________________________________________________________
 KV3454* NAD 83(1986)-  40 49 42.     (N)    074 04 47.     (W)     SCALED    
 KV3454* NAVD 88     -         3.080  (meters)      10.11   (feet)  ADJUSTED  
 KV3454  ___________________________________________________________________
 KV3454  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KV3454  DYNAMIC HT  -           3.079 (meters)      10.10  (feet)  COMP
 KV3454  MODELED GRAV-     980,234.2   (mgal)                       NAVD 88
 KV3454
 KV3454  VERT ORDER  -  SECOND    CLASS I
 KV3454
 KV3454.The horizontal coordinates were scaled from a topographic map and have
 KV3454.an estimated accuracy of +/- 6 seconds.
 KV3454
 KV3454.The orthometric height was determined by differential leveling
 KV3454.and adjusted by the National Geodetic Survey in June 1991..
 KV3454
 KV3454.This Tidal Bench Mark is designated as VM 7422
 KV3454.by the Center for Operational Oceanographic Products and Services.
 KV3454
 KV3454.This Tidal Bench Mark is designated as VM 14276
 KV3454.by the Center for Operational Oceanographic Products and Services.
 KV3454
 KV3454.The geoid height was determined by GEOID03.
 KV3454
 KV3454.The dynamic height is computed by dividing the NAVD 88
 KV3454.geopotential number by the normal gravity value computed on the
 KV3454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3454.degrees latitude (g = 980.6199 gals.).
 KV3454
 KV3454.The modeled gravity was interpolated from observed gravity values.
 KV3454
 KV3454;                    North         East    Units  Estimated Accuracy
 KV3454;SPC NJ       -   221,570.      185,450.      MT  (+/- 180 meters Scaled)
 KV3454
 KV3454                          SUPERSEDED SURVEY CONTROL
 KV3454
 KV3454  NGVD 29 (??/??/??)    3.395  (m)           11.14   (f) ADJUSTED    2 1
 KV3454
 KV3454.Superseded values are not recommended for survey control.
 KV3454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3454.See file dsdata.txt to determine how the superseded data were derived.
 KV3454
 KV3454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL775201(NAD 83)
 KV3454_MARKER: DJ = TIDAL STATION DISK
 KV3454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV3454_SP_SET: BRIDGE RAILING
 KV3454_STAMPING: 3-1 1973
 KV3454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3454
 KV3454  HISTORY     - Date     Condition        Report By
 KV3454  HISTORY     - 1973     MONUMENTED       NOS
 KV3454  HISTORY     - 1975     GOOD             NOS
 KV3454
 KV3454                          STATION DESCRIPTION
 KV3454
 KV3454'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 KV3454'IN RUTHERFORD.
 KV3454'IN THE SOUTHEAST CORNER OF THE BRIDGE RAILING OVER BERRYS CREEK ON
 KV3454'PATTERSON PLANK ROAD, 5.16 FT. EAST OF THE SOUTH SWING GATE SUPPORT
 KV3454'ON THE EAST SIDE OF THE BRIDGE, 22.6 FT. SOUTH OF THE CENTERLINE OF
 KV3454'THE ROAD, AN 14.4 FT. NORTH OF A FLAGPOLE AT 301 PATTERSON PLANK ROAD.
 KV3454'ELEVATION 13.37 FT. ABOVE MEAN LOW WATER 7.87 FT. ABOVE MEAN HIGH
 KV3454'WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3455 ***********************************************************************
 KV3455  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3455  DESIGNATION -  853 0464 TIDAL 3 2
 KV3455  PID         -  KV3455
 KV3455  STATE/COUNTY-  NJ/BERGEN
 KV3455  USGS QUAD   -  WEEHAWKEN (1995)
 KV3455
 KV3455                         *CURRENT SURVEY CONTROL
 KV3455  ___________________________________________________________________
 KV3455* NAD 83(1986)-  40 49 42.     (N)    074 04 47.     (W)     SCALED    
 KV3455* NAVD 88     -         2.547  (meters)       8.36   (feet)  ADJUSTED  
 KV3455  ___________________________________________________________________
 KV3455  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KV3455  DYNAMIC HT  -           2.546 (meters)       8.35  (feet)  COMP
 KV3455  MODELED GRAV-     980,234.2   (mgal)                       NAVD 88
 KV3455
 KV3455  VERT ORDER  -  SECOND    CLASS I
 KV3455
 KV3455.The horizontal coordinates were scaled from a topographic map and have
 KV3455.an estimated accuracy of +/- 6 seconds.
 KV3455
 KV3455.The orthometric height was determined by differential leveling
 KV3455.and adjusted by the National Geodetic Survey in June 1991..
 KV3455
 KV3455.This Tidal Bench Mark is designated as VM 16899
 KV3455.by the Center for Operational Oceanographic Products and Services.
 KV3455
 KV3455.The geoid height was determined by GEOID03.
 KV3455
 KV3455.The dynamic height is computed by dividing the NAVD 88
 KV3455.geopotential number by the normal gravity value computed on the
 KV3455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3455.degrees latitude (g = 980.6199 gals.).
 KV3455
 KV3455.The modeled gravity was interpolated from observed gravity values.
 KV3455
 KV3455;                    North         East    Units  Estimated Accuracy
 KV3455;SPC NJ       -   221,570.      185,450.      MT  (+/- 180 meters Scaled)
 KV3455
 KV3455                          SUPERSEDED SURVEY CONTROL
 KV3455
 KV3455  NGVD 29 (??/??/??)    2.861  (m)            9.39   (f) ADJUSTED    2 1
 KV3455
 KV3455.Superseded values are not recommended for survey control.
 KV3455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3455.See file dsdata.txt to determine how the superseded data were derived.
 KV3455
 KV3455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL775201(NAD 83)
 KV3455_MARKER: B = BOLT
 KV3455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV3455_SP_SET: ANCHOR BOLT
 KV3455_STAMPING: 3/2 1973
 KV3455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3455
 KV3455  HISTORY     - Date     Condition        Report By
 KV3455  HISTORY     - 1973     MONUMENTED       NOS
 KV3455  HISTORY     - 1975     GOOD             NOS
 KV3455
 KV3455                          STATION DESCRIPTION
 KV3455
 KV3455'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 KV3455'IN RUTHERFORD.
 KV3455'IS THE TOP OF AN ANCHOR BOLT, SOUTHEAST ANCHOR BOLT THAT HOLDS SUPPORT
 KV3455'FOR THE SOUTH SWING GATE ON THE EAST SIDE OF BERRYS CREEK BRIDGE, 27.0
 KV3455'FT. EAST NORTHEAST OF THE MOST SOUTHEASTERN CORNER OF THE BRIDGE, 16.6
 KV3455'FT. SOUTH OF THE CENTERLINE OF THE ROAD, AND 5.2 FT. NORTH OF THE
 KV3455'CEMENT BRIDGE RAILING. ELEVATION 11.63 FT. ABOVE MEAN LOW WATER 6.13
 KV3455'FT. ABOVE MEAN HIGH WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3452 ***********************************************************************
 KV3452  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3452  DESIGNATION -  853 0502 TIDAL 6 1
 KV3452  PID         -  KV3452
 KV3452  STATE/COUNTY-  NJ/BERGEN
 KV3452  USGS QUAD   -  WEEHAWKEN (1995)
 KV3452
 KV3452                         *CURRENT SURVEY CONTROL
 KV3452  ___________________________________________________________________
 KV3452* NAD 83(1986)-  40 49 27.     (N)    074 05 13.     (W)     SCALED    
 KV3452* NAVD 88     -         2.190  (meters)       7.18   (feet)  ADJUSTED  
 KV3452  ___________________________________________________________________
 KV3452  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KV3452  DYNAMIC HT  -           2.189 (meters)       7.18  (feet)  COMP
 KV3452  MODELED GRAV-     980,233.0   (mgal)                       NAVD 88
 KV3452
 KV3452  VERT ORDER  -  SECOND    CLASS I
 KV3452
 KV3452.The horizontal coordinates were scaled from a topographic map and have
 KV3452.an estimated accuracy of +/- 6 seconds.
 KV3452
 KV3452.The orthometric height was determined by differential leveling
 KV3452.and adjusted by the National Geodetic Survey in June 1991..
 KV3452
 KV3452.This Tidal Bench Mark is designated as VM 7426
 KV3452.by the Center for Operational Oceanographic Products and Services.
 KV3452
 KV3452.The geoid height was determined by GEOID03.
 KV3452
 KV3452.The dynamic height is computed by dividing the NAVD 88
 KV3452.geopotential number by the normal gravity value computed on the
 KV3452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3452.degrees latitude (g = 980.6199 gals.).
 KV3452
 KV3452.The modeled gravity was interpolated from observed gravity values.
 KV3452
 KV3452;                    North         East    Units  Estimated Accuracy
 KV3452;SPC NJ       -   221,110.      184,840.      MT  (+/- 180 meters Scaled)
 KV3452
 KV3452                          SUPERSEDED SURVEY CONTROL
 KV3452
 KV3452  NGVD 29 (??/??/??)    2.504  (m)            8.22   (f) ADJUSTED    2 1
 KV3452
 KV3452.Superseded values are not recommended for survey control.
 KV3452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3452.See file dsdata.txt to determine how the superseded data were derived.
 KV3452
 KV3452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL769196(NAD 83)
 KV3452_MARKER: DJ = TIDAL STATION DISK
 KV3452_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV3452_SP_SET: CURB
 KV3452_STAMPING: 6-1 1973
 KV3452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3452
 KV3452  HISTORY     - Date     Condition        Report By
 KV3452  HISTORY     - 1973     MONUMENTED       NOS
 KV3452  HISTORY     - 1975     GOOD             NOS
 KV3452  HISTORY     - 19970315 GOOD             USPSQD
 KV3452
 KV3452                          STATION DESCRIPTION
 KV3452
 KV3452'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 KV3452'IN RUTHERFORD.
 KV3452'SET IN THE CURB ON THE SOUTH SIDE OF A TURNAROUND AT THE EAST END OF
 KV3452'MANOR DRIVE, IN FORNT OF THE ITT LUSTRA PLANT, 105.7 FT. EAST OF THE
 KV3452'FLAGPOLE IN FRONT OF THE ENTRANCE TO THE PLANT, 104.2 FT. SOUTH OF
 KV3452'FIRE HYDRANT ON THE NORTH SIDE OF THE TURNAROUND, AND 98.3 FT.
 KV3452'NORTHWEST OF THE NORTHEAST CORNER OF THE PLANT. ELEVATION 10.49 FT.
 KV3452'ABOVE MEAN LOW WATER 5.09 FT. ABOVE MEAN HIGH WATER.
 KV3452
 KV3452                          STATION RECOVERY (1997)
 KV3452
 KV3452'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV3452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3453 ***********************************************************************
 KV3453  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3453  DESIGNATION -  853 0502 TIDAL 6 2
 KV3453  PID         -  KV3453
 KV3453  STATE/COUNTY-  NJ/BERGEN
 KV3453  USGS QUAD   -  WEEHAWKEN (1995)
 KV3453
 KV3453                         *CURRENT SURVEY CONTROL
 KV3453  ___________________________________________________________________
 KV3453* NAD 83(1986)-  40 49 27.     (N)    074 05 13.     (W)     SCALED    
 KV3453* NAVD 88     -         2.267  (meters)       7.44   (feet)  ADJUSTED  
 KV3453  ___________________________________________________________________
 KV3453  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KV3453  DYNAMIC HT  -           2.266 (meters)       7.43  (feet)  COMP
 KV3453  MODELED GRAV-     980,233.0   (mgal)                       NAVD 88
 KV3453
 KV3453  VERT ORDER  -  SECOND    CLASS I
 KV3453
 KV3453.The horizontal coordinates were scaled from a topographic map and have
 KV3453.an estimated accuracy of +/- 6 seconds.
 KV3453
 KV3453.The orthometric height was determined by differential leveling
 KV3453.and adjusted by the National Geodetic Survey in June 1991..
 KV3453
 KV3453.This Tidal Bench Mark is designated as VM 7428
 KV3453.by the Center for Operational Oceanographic Products and Services.
 KV3453
 KV3453.The geoid height was determined by GEOID03.
 KV3453
 KV3453.The dynamic height is computed by dividing the NAVD 88
 KV3453.geopotential number by the normal gravity value computed on the
 KV3453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3453.degrees latitude (g = 980.6199 gals.).
 KV3453
 KV3453.The modeled gravity was interpolated from observed gravity values.
 KV3453
 KV3453;                    North         East    Units  Estimated Accuracy
 KV3453;SPC NJ       -   221,110.      184,840.      MT  (+/- 180 meters Scaled)
 KV3453
 KV3453                          SUPERSEDED SURVEY CONTROL
 KV3453
 KV3453  NGVD 29 (??/??/??)    2.581  (m)            8.47   (f) ADJUSTED    2 1
 KV3453
 KV3453.Superseded values are not recommended for survey control.
 KV3453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3453.See file dsdata.txt to determine how the superseded data were derived.
 KV3453
 KV3453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL769196(NAD 83)
 KV3453_MARKER: DJ = TIDAL STATION DISK
 KV3453_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV3453+WITH SETTING: PAVEMENT
 KV3453_SP_SET: STEP
 KV3453_STAMPING: 6-2 1973
 KV3453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3453+STABILITY: SURFACE MOTION
 KV3453
 KV3453  HISTORY     - Date     Condition        Report By
 KV3453  HISTORY     - 1973     MONUMENTED       NOS
 KV3453  HISTORY     - 1975     GOOD             NOS
 KV3453  HISTORY     - 19970315 GOOD             USPSQD
 KV3453
 KV3453                          STATION DESCRIPTION
 KV3453
 KV3453'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 KV3453'IN RUTHERFORD.
 KV3453'AT THE WEST SIDE SIDE ENTRANCE TO THE ITT LUSTRA PLANT, 32.5 FT. SOUTH
 KV3453'OF THE NORTHWEST CORNER OF THE BUILDING, 9.8 FT. WEST OF THE DOORSILL
 KV3453'AT THE WESTSIDE ENTRANCE, AND 2.8 FT. EAST OF A WOODEN FENCE WEST OF
 KV3453'THE BUILDING. ELEVATION 10.75 FT. ABOVE MEAN LOW WATER 5.35 FT. ABOVE
 KV3453'MEAN HIGH WATER.
 KV3453
 KV3453                          STATION RECOVERY (1997)
 KV3453
 KV3453'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV3453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3451 ***********************************************************************
 KV3451  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3451  DESIGNATION -  853 0502 TIDAL 6 3
 KV3451  PID         -  KV3451
 KV3451  STATE/COUNTY-  NJ/BERGEN
 KV3451  USGS QUAD   -  WEEHAWKEN (1995)
 KV3451
 KV3451                         *CURRENT SURVEY CONTROL
 KV3451  ___________________________________________________________________
 KV3451* NAD 83(1986)-  40 49 29.     (N)    074 05 16.     (W)     SCALED    
 KV3451* NAVD 88     -         2.083  (meters)       6.83   (feet)  ADJUSTED  
 KV3451  ___________________________________________________________________
 KV3451  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KV3451  DYNAMIC HT  -           2.082 (meters)       6.83  (feet)  COMP
 KV3451  MODELED GRAV-     980,232.9   (mgal)                       NAVD 88
 KV3451
 KV3451  VERT ORDER  -  SECOND    CLASS I
 KV3451
 KV3451.The horizontal coordinates were scaled from a topographic map and have
 KV3451.an estimated accuracy of +/- 6 seconds.
 KV3451
 KV3451.The orthometric height was determined by differential leveling
 KV3451.and adjusted by the National Geodetic Survey in June 1991..
 KV3451
 KV3451.This Tidal Bench Mark is designated as VM 7429
 KV3451.by the Center for Operational Oceanographic Products and Services.
 KV3451
 KV3451.The geoid height was determined by GEOID03.
 KV3451
 KV3451.The dynamic height is computed by dividing the NAVD 88
 KV3451.geopotential number by the normal gravity value computed on the
 KV3451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3451.degrees latitude (g = 980.6199 gals.).
 KV3451
 KV3451.The modeled gravity was interpolated from observed gravity values.
 KV3451
 KV3451;                    North         East    Units  Estimated Accuracy
 KV3451;SPC NJ       -   221,170.      184,770.      MT  (+/- 180 meters Scaled)
 KV3451
 KV3451                          SUPERSEDED SURVEY CONTROL
 KV3451
 KV3451  NGVD 29 (??/??/??)    2.398  (m)            7.87   (f) ADJUSTED    2 1
 KV3451
 KV3451.Superseded values are not recommended for survey control.
 KV3451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3451.See file dsdata.txt to determine how the superseded data were derived.
 KV3451
 KV3451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL769197(NAD 83)
 KV3451_MARKER: DJ = TIDAL STATION DISK
 KV3451_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV3451_SP_SET: CURB
 KV3451_STAMPING: 6-3 1973
 KV3451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3451
 KV3451  HISTORY     - Date     Condition        Report By
 KV3451  HISTORY     - 1973     MONUMENTED       NOS
 KV3451  HISTORY     - 1975     GOOD             NOS
 KV3451  HISTORY     - 19970315 GOOD             USPSQD
 KV3451
 KV3451                          STATION DESCRIPTION
 KV3451
 KV3451'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 KV3451'IN RUTHERFORD.
 KV3451'ON THE NORTH SIDE OF MANOR DRIVE, EAST OF THE INTERSECTION OF MANOR
 KV3451'DRIVE AND MURRAY HILL PARKWAY, 18.6 FT. NORTH OF THE CENTERLINE AND
 KV3451'4.3 FT. EAST OF A FIRE HYDRANT ON THE NORTH SIDE OF MANOR DRIVE.
 KV3451'ELEVATION 10.15 FT. ABOVE MEAN LOW WATER 4.75 FT. ABOVE MEAN HIGH
 KV3451'WATER.
 KV3451
 KV3451                          STATION RECOVERY (1997)
 KV3451
 KV3451'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV3451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3450 ***********************************************************************
 KV3450  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3450  DESIGNATION -  853 0502 TIDAL 6 4
 KV3450  PID         -  KV3450
 KV3450  STATE/COUNTY-  NJ/BERGEN
 KV3450  USGS QUAD   -  WEEHAWKEN (1995)
 KV3450
 KV3450                         *CURRENT SURVEY CONTROL
 KV3450  ___________________________________________________________________
 KV3450* NAD 83(1986)-  40 49 29.     (N)    074 05 16.     (W)     SCALED    
 KV3450* NAVD 88     -         2.152  (meters)       7.06   (feet)  ADJUSTED  
 KV3450  ___________________________________________________________________
 KV3450  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KV3450  DYNAMIC HT  -           2.151 (meters)       7.06  (feet)  COMP
 KV3450  MODELED GRAV-     980,232.9   (mgal)                       NAVD 88
 KV3450
 KV3450  VERT ORDER  -  SECOND    CLASS I
 KV3450
 KV3450.The horizontal coordinates were scaled from a topographic map and have
 KV3450.an estimated accuracy of +/- 6 seconds.
 KV3450
 KV3450.The orthometric height was determined by differential leveling
 KV3450.and adjusted by the National Geodetic Survey in June 1991..
 KV3450
 KV3450.This Tidal Bench Mark is designated as VM 7425
 KV3450.by the Center for Operational Oceanographic Products and Services.
 KV3450
 KV3450.The geoid height was determined by GEOID03.
 KV3450
 KV3450.The dynamic height is computed by dividing the NAVD 88
 KV3450.geopotential number by the normal gravity value computed on the
 KV3450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3450.degrees latitude (g = 980.6199 gals.).
 KV3450
 KV3450.The modeled gravity was interpolated from observed gravity values.
 KV3450
 KV3450;                    North         East    Units  Estimated Accuracy
 KV3450;SPC NJ       -   221,170.      184,770.      MT  (+/- 180 meters Scaled)
 KV3450
 KV3450                          SUPERSEDED SURVEY CONTROL
 KV3450
 KV3450  NGVD 29 (??/??/??)    2.466  (m)            8.09   (f) ADJUSTED    2 1
 KV3450
 KV3450.Superseded values are not recommended for survey control.
 KV3450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3450.See file dsdata.txt to determine how the superseded data were derived.
 KV3450
 KV3450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL769197(NAD 83)
 KV3450_MARKER: DJ = TIDAL STATION DISK
 KV3450_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV3450_SP_SET: CURB
 KV3450_STAMPING: 6-4 1973
 KV3450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3450
 KV3450  HISTORY     - Date     Condition        Report By
 KV3450  HISTORY     - 1973     MONUMENTED       NOS
 KV3450  HISTORY     - 1975     GOOD             NOS
 KV3450  HISTORY     - 19970315 GOOD             USPSQD
 KV3450
 KV3450                          STATION DESCRIPTION
 KV3450
 KV3450'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 KV3450'IN RUTHERFORD.
 KV3450'AT THE SOUTHEAST CORNER OF THE INTERSECTION OF MANOR DRIVE AND MURRAY
 KV3450'HILL PARKWAY, 54.7 FT. SOUTHEAST OF A MANHOLE COVER IN THE CENTER OF
 KV3450'THE INTERSECTION, AND 31.2 FT. SOUTHWEST OF THE STREET LIGHT POLE AT
 KV3450'THE SOUTHEAST CORNER OF THE INTERSECTION. ELEVATION 10.37 FEET ABOVE
 KV3450'MEAN LOW WATER 4.97 FT. ABOVE MEAN HIGH WATER.
 KV3450
 KV3450                          STATION RECOVERY (1997)
 KV3450
 KV3450'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV3450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3449 ***********************************************************************
 KV3449  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3449  DESIGNATION -  853 0502 TIDAL 6 5
 KV3449  PID         -  KV3449
 KV3449  STATE/COUNTY-  NJ/BERGEN
 KV3449  USGS QUAD   -  WEEHAWKEN (1995)
 KV3449
 KV3449                         *CURRENT SURVEY CONTROL
 KV3449  ___________________________________________________________________
 KV3449* NAD 83(1986)-  40 49 29.     (N)    074 05 16.     (W)     SCALED    
 KV3449* NAVD 88     -         2.212  (meters)       7.26   (feet)  ADJUSTED  
 KV3449  ___________________________________________________________________
 KV3449  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KV3449  DYNAMIC HT  -           2.211 (meters)       7.25  (feet)  COMP
 KV3449  MODELED GRAV-     980,232.9   (mgal)                       NAVD 88
 KV3449
 KV3449  VERT ORDER  -  SECOND    CLASS I
 KV3449
 KV3449.The horizontal coordinates were scaled from a topographic map and have
 KV3449.an estimated accuracy of +/- 6 seconds.
 KV3449
 KV3449.The orthometric height was determined by differential leveling
 KV3449.and adjusted by the National Geodetic Survey in June 1991..
 KV3449
 KV3449.This Tidal Bench Mark is designated as VM 7430
 KV3449.by the Center for Operational Oceanographic Products and Services.
 KV3449
 KV3449.The geoid height was determined by GEOID03.
 KV3449
 KV3449.The dynamic height is computed by dividing the NAVD 88
 KV3449.geopotential number by the normal gravity value computed on the
 KV3449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3449.degrees latitude (g = 980.6199 gals.).
 KV3449
 KV3449.The modeled gravity was interpolated from observed gravity values.
 KV3449
 KV3449;                    North         East    Units  Estimated Accuracy
 KV3449;SPC NJ       -   221,170.      184,770.      MT  (+/- 180 meters Scaled)
 KV3449
 KV3449                          SUPERSEDED SURVEY CONTROL
 KV3449
 KV3449  NGVD 29 (??/??/??)    2.526  (m)            8.29   (f) ADJUSTED    2 1
 KV3449
 KV3449.Superseded values are not recommended for survey control.
 KV3449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3449.See file dsdata.txt to determine how the superseded data were derived.
 KV3449
 KV3449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL769197(NAD 83)
 KV3449_MARKER: DJ = TIDAL STATION DISK
 KV3449_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV3449+WITH SETTING: PAVEMENT
 KV3449_SP_SET: STEPS
 KV3449_STAMPING: 6-5 1973
 KV3449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3449+STABILITY: SURFACE MOTION
 KV3449
 KV3449  HISTORY     - Date     Condition        Report By
 KV3449  HISTORY     - 1973     MONUMENTED       NOS
 KV3449  HISTORY     - 1975     GOOD             NOS
 KV3449  HISTORY     - 19970315 GOOD             USPSQD
 KV3449
 KV3449                          STATION DESCRIPTION
 KV3449
 KV3449'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 KV3449'IN RUTHERFORD.
 KV3449'IN THE STEPS TO THE ENTRANCE AT THE SOUTHEAST CORNER OF THE PPG
 KV3449'DISTRIBUTION CENTER, ON THE NORTHWEST CORNER OF THE INTERSECTION OF
 KV3449'MANOR DRIVE AND MURRAY HILL PARKWAY, 122.2 FT. WEST OF THE CENTERLINE
 KV3449'OF MURRAY HILL PARKWAY, 6.9 FT. NORTHEAST OF THE SOUTHEAST CORNER
 KV3449'OF THE BUILDING, AND 4.7 FT. EAST OF THE DOORSILL. ELEVATION 10.57 FT.
 KV3449'ABOVE MEAN LOW WATER 5.17 FT. ABOVE MEAN HIGH WATER.
 KV3449
 KV3449                          STATION RECOVERY (1997)
 KV3449
 KV3449'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV3449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0248 ***********************************************************************
 KV0248  DESIGNATION -  853 0884 TIDAL 1
 KV0248  PID         -  KV0248
 KV0248  STATE/COUNTY-  NJ/ESSEX
 KV0248  USGS QUAD   -  ELIZABETH (1995)
 KV0248
 KV0248                         *CURRENT SURVEY CONTROL
 KV0248  ___________________________________________________________________
 KV0248* NAD 83(1986)-  40 41 45.     (N)    074 08 28.     (W)     SCALED    
 KV0248* NAVD 88     -         2.289  (meters)       7.51   (feet)  ADJUSTED  
 KV0248  ___________________________________________________________________
 KV0248  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KV0248  DYNAMIC HT  -           2.288 (meters)       7.51  (feet)  COMP
 KV0248  MODELED GRAV-     980,229.5   (mgal)                       NAVD 88
 KV0248
 KV0248  VERT ORDER  -  FIRST     CLASS II
 KV0248
 KV0248.The horizontal coordinates were scaled from a topographic map and have
 KV0248.an estimated accuracy of +/- 6 seconds.
 KV0248
 KV0248.The orthometric height was determined by differential leveling
 KV0248.and adjusted by the National Geodetic Survey in June 1991..
 KV0248.WARNING-Repeat measurements at this control monument indicate possible
 KV0248.vertical movement.
 KV0248
 KV0248.The geoid height was determined by GEOID03.
 KV0248
 KV0248.The dynamic height is computed by dividing the NAVD 88
 KV0248.geopotential number by the normal gravity value computed on the
 KV0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0248.degrees latitude (g = 980.6199 gals.).
 KV0248
 KV0248.The modeled gravity was interpolated from observed gravity values.
 KV0248
 KV0248;                    North         East    Units  Estimated Accuracy
 KV0248;SPC NJ       -   206,840.      180,330.      MT  (+/- 180 meters Scaled)
 KV0248
 KV0248                          SUPERSEDED SURVEY CONTROL
 KV0248
 KV0248  NGVD 29 (04/16/92)    2.628  (m)            8.62   (f) ADJUSTED    1 2
 KV0248
 KV0248.Superseded values are not recommended for survey control.
 KV0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0248.See file dsdata.txt to determine how the superseded data were derived.
 KV0248
 KV0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL725053(NAD 83)
 KV0248_MARKER: DJ = TIDAL STATION DISK
 KV0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0248_SP_SET: CONC DOCK
 KV0248_STAMPING: NO 1 1951
 KV0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0248
 KV0248  HISTORY     - Date     Condition        Report By
 KV0248  HISTORY     - 1951     MONUMENTED       CGS
 KV0248  HISTORY     - 1952     GOOD             CGS
 KV0248  HISTORY     - 1979     GOOD             NGS
 KV0248  HISTORY     - 20010315 MARK NOT FOUND   PORANY
 KV0248
 KV0248                          STATION DESCRIPTION
 KV0248
 KV0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0248'AT NEWARK.
 KV0248'AT NEWARK, AT PORT NEWARK, ABOUT 70 YARDS SOUTHWEST OF THE CENTER
 KV0248'OF JUNCTION OF DOREMUS AND GILLIGAN STREETS, SET IN THE SOUTHWEST
 KV0248'EDGE OF CONCRETE DOCK, 27 FEET NORTHWEST OF EXTENDED CENTER LINE
 KV0248'OF DOREMUS STREET, 102 FEET WEST OF WEST CORNER OF BUILDING NO.
 KV0248'2 (THE FIRST BUILDING SOUTHEAST OF DOREMUS STREET), 2 1/2 FEET
 KV0248'NORTH OF A MOORING BIT AND LEVEL WITH DOCK.
 KV0248
 KV0248                          STATION RECOVERY (1979)
 KV0248
 KV0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0248'RECOVERED IN GOOD CONDITION.
 KV0248
 KV0248                          STATION RECOVERY (2001)
 KV0248
 KV0248'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV0248'BUILDINGS DEMOLISHED AND WHARF REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0249 ***********************************************************************
 KV0249  DESIGNATION -  853 0884 TIDAL 2
 KV0249  PID         -  KV0249
 KV0249  STATE/COUNTY-  NJ/ESSEX
 KV0249  USGS QUAD   -  ELIZABETH (1995)
 KV0249
 KV0249                         *CURRENT SURVEY CONTROL
 KV0249  ___________________________________________________________________
 KV0249* NAD 83(1986)-  40 41 48.     (N)    074 08 34.     (W)     SCALED    
 KV0249* NAVD 88     -         2.287  (meters)       7.50   (feet)  ADJUSTED  
 KV0249  ___________________________________________________________________
 KV0249  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KV0249  DYNAMIC HT  -           2.286 (meters)       7.50  (feet)  COMP
 KV0249  MODELED GRAV-     980,229.1   (mgal)                       NAVD 88
 KV0249
 KV0249  VERT ORDER  -  FIRST     CLASS II
 KV0249
 KV0249.The horizontal coordinates were scaled from a topographic map and have
 KV0249.an estimated accuracy of +/- 6 seconds.
 KV0249
 KV0249.The orthometric height was determined by differential leveling
 KV0249.and adjusted by the National Geodetic Survey in June 1991..
 KV0249
 KV0249.The geoid height was determined by GEOID03.
 KV0249
 KV0249.The dynamic height is computed by dividing the NAVD 88
 KV0249.geopotential number by the normal gravity value computed on the
 KV0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0249.degrees latitude (g = 980.6199 gals.).
 KV0249
 KV0249.The modeled gravity was interpolated from observed gravity values.
 KV0249
 KV0249;                    North         East    Units  Estimated Accuracy
 KV0249;SPC NJ       -   206,930.      180,190.      MT  (+/- 180 meters Scaled)
 KV0249
 KV0249                          SUPERSEDED SURVEY CONTROL
 KV0249
 KV0249  NGVD 29 (04/16/92)    2.626  (m)            8.62   (f) ADJUSTED    1 2
 KV0249
 KV0249.Superseded values are not recommended for survey control.
 KV0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0249.See file dsdata.txt to determine how the superseded data were derived.
 KV0249
 KV0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL724054(NAD 83)
 KV0249_MARKER: DJ = TIDAL STATION DISK
 KV0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0249_SP_SET: SEAWALL
 KV0249_STAMPING: 2 1922
 KV0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0249
 KV0249  HISTORY     - Date     Condition        Report By
 KV0249  HISTORY     - 1922     MONUMENTED       CGS
 KV0249  HISTORY     - 1952     GOOD             CGS
 KV0249  HISTORY     - 1979     MARK NOT FOUND   NGS
 KV0249  HISTORY     - 19940818 MARK NOT FOUND   USPSQD
 KV0249  HISTORY     - 20010315 MARK NOT FOUND   PORANY
 KV0249
 KV0249                          STATION DESCRIPTION
 KV0249
 KV0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0249'AT NEWARK.
 KV0249'AT NEWARK, ON NORTH SIDE OF NORTH CHANNEL OF PORT OF NEWARK, SET
 KV0249'IN THE TOP OF CONCRETE SEA WALL ALONG THE WOODEN DOCK OF NEWARK
 KV0249'TIDEWATER TERMINAL, INC., ABOUT 150 YARDS WEST OF A FENCE LINE
 KV0249'ON WEST SIDE OF DOREMUS STREET, AT THE FIRST CONCRETE STRIP WHICH
 KV0249'LEADS FROM SEAWALL TO THE NORTH EDGE OF CANAL, 52 FEET NORTH OF
 KV0249'SOUTH EDGE OF WOODEN DOCK AND ABOUT LEVEL WITH GROUND.
 KV0249
 KV0249                          STATION RECOVERY (1979)
 KV0249
 KV0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0249'MARK NOT FOUND.
 KV0249
 KV0249                          STATION RECOVERY (1994)
 KV0249
 KV0249'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0249'MARK NOT FOUND.
 KV0249
 KV0249                          STATION RECOVERY (2001)
 KV0249
 KV0249'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV0249'BUILDINGS DEMOLISHED AND WHARF REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0250 ***********************************************************************
 KV0250  DESIGNATION -  853 0884 TIDAL 3
 KV0250  PID         -  KV0250
 KV0250  STATE/COUNTY-  NJ/ESSEX
 KV0250  USGS QUAD   -  ELIZABETH (1995)
 KV0250
 KV0250                         *CURRENT SURVEY CONTROL
 KV0250  ___________________________________________________________________
 KV0250* NAD 83(1986)-  40 41 43.     (N)    074 08 21.     (W)     SCALED    
 KV0250* NAVD 88     -         3.032  (meters)       9.95   (feet)  ADJUSTED  
 KV0250  ___________________________________________________________________
 KV0250  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KV0250  DYNAMIC HT  -           3.030 (meters)       9.94  (feet)  COMP
 KV0250  MODELED GRAV-     980,229.9   (mgal)                       NAVD 88
 KV0250
 KV0250  VERT ORDER  -  FIRST     CLASS II
 KV0250
 KV0250.The horizontal coordinates were scaled from a topographic map and have
 KV0250.an estimated accuracy of +/- 6 seconds.
 KV0250
 KV0250.The orthometric height was determined by differential leveling
 KV0250.and adjusted by the National Geodetic Survey in June 1991..
 KV0250.WARNING-Repeat measurements at this control monument indicate possible
 KV0250.vertical movement.
 KV0250
 KV0250.The geoid height was determined by GEOID03.
 KV0250
 KV0250.The dynamic height is computed by dividing the NAVD 88
 KV0250.geopotential number by the normal gravity value computed on the
 KV0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0250.degrees latitude (g = 980.6199 gals.).
 KV0250
 KV0250.The modeled gravity was interpolated from observed gravity values.
 KV0250
 KV0250;                    North         East    Units  Estimated Accuracy
 KV0250;SPC NJ       -   206,770.      180,500.      MT  (+/- 180 meters Scaled)
 KV0250
 KV0250                          SUPERSEDED SURVEY CONTROL
 KV0250
 KV0250  NGVD 29 (04/16/92)    3.371  (m)           11.06   (f) ADJUSTED    1 2
 KV0250
 KV0250.Superseded values are not recommended for survey control.
 KV0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0250.See file dsdata.txt to determine how the superseded data were derived.
 KV0250
 KV0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL727052(NAD 83)
 KV0250_MARKER: DJ = TIDAL STATION DISK
 KV0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0250_SP_SET: RETAINING WALL
 KV0250_STAMPING: NO 3 1951
 KV0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0250
 KV0250  HISTORY     - Date     Condition        Report By
 KV0250  HISTORY     - 1951     MONUMENTED       CGS
 KV0250  HISTORY     - 1952     GOOD             CGS
 KV0250  HISTORY     - 1979     GOOD             NGS
 KV0250  HISTORY     - 20010315 MARK NOT FOUND   PORANY
 KV0250
 KV0250                          STATION DESCRIPTION
 KV0250
 KV0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0250'AT NEWARK.
 KV0250'AT NEWARK, AT PORT NEWARK, AT THE SOUTHEAST END OF CONCRETE DOCK,
 KV0250'SET IN THE TOP OF THE NORTHEAST END OF CONCRETE RETAINING WALL
 KV0250'AT END OF CONCRETE DOCK, 25 FEET SOUTH OF SOUTH CORNER OF
 KV0250'BUILDING NO. 2, 1 1/2 FEET SOUTHWEST OF NORTHEAST END OF
 KV0250'RETAINING WALL AND ABOUT 2 1/2 FEET ABOVE GROUND.
 KV0250
 KV0250                          STATION RECOVERY (1979)
 KV0250
 KV0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0250'RECOVERED IN GOOD CONDITION.
 KV0250
 KV0250                          STATION RECOVERY (2001)
 KV0250
 KV0250'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV0250'BUILDINGS DEMOLISHED AND WHARF REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3518 ***********************************************************************
 KV3518  DESIGNATION -  853 1232 B TIDAL
 KV3518  PID         -  KV3518
 KV3518  STATE/COUNTY-  NJ/MIDDLESEX
 KV3518  USGS QUAD   -  SOUTH AMBOY (1981)
 KV3518
 KV3518                         *CURRENT SURVEY CONTROL
 KV3518  ___________________________________________________________________
 KV3518* NAD 83(1986)-  40 29 32.     (N)    074 16 55.     (W)     SCALED    
 KV3518* NAVD 88     -         2.705  (meters)       8.87   (feet)  ADJUSTED  
 KV3518  ___________________________________________________________________
 KV3518  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV3518  DYNAMIC HT  -           2.704 (meters)       8.87  (feet)  COMP
 KV3518  MODELED GRAV-     980,216.4   (mgal)                       NAVD 88
 KV3518
 KV3518  VERT ORDER  -  FIRST     CLASS II
 KV3518
 KV3518.The horizontal coordinates were scaled from a topographic map and have
 KV3518.an estimated accuracy of +/- 6 seconds.
 KV3518
 KV3518.The orthometric height was determined by differential leveling
 KV3518.and adjusted by the National Geodetic Survey in June 1991..
 KV3518
 KV3518.The geoid height was determined by GEOID03.
 KV3518
 KV3518.The dynamic height is computed by dividing the NAVD 88
 KV3518.geopotential number by the normal gravity value computed on the
 KV3518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3518.degrees latitude (g = 980.6199 gals.).
 KV3518
 KV3518.The modeled gravity was interpolated from observed gravity values.
 KV3518
 KV3518;                    North         East    Units  Estimated Accuracy
 KV3518;SPC NJ       -   184,190.      168,480.      MT  (+/- 180 meters Scaled)
 KV3518
 KV3518                          SUPERSEDED SURVEY CONTROL
 KV3518
 KV3518  NGVD 29 (01/10/92)    3.006  (m)            9.86   (f) ADJUSTED    1 2
 KV3518
 KV3518.Superseded values are not recommended for survey control.
 KV3518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3518.See file dsdata.txt to determine how the superseded data were derived.
 KV3518
 KV3518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK608826(NAD 83)
 KV3518_MARKER: DJ = TIDAL STATION DISK
 KV3518_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV3518_SP_SET: COPPER-CLAD STEEL ROD
 KV3518_STAMPING: 1232 B 1976
 KV3518_PROJECTION: RECESSED 5 CENTIMETERS
 KV3518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3518_ROD/PIPE-DEPTH: 14.0 meters
 KV3518
 KV3518  HISTORY     - Date     Condition        Report By
 KV3518  HISTORY     - 1976     MONUMENTED       NOS
 KV3518  HISTORY     - 1979     GOOD             NGS
 KV3518  HISTORY     - 20020723 MARK NOT FOUND   USGS
 KV3518
 KV3518                          STATION DESCRIPTION
 KV3518
 KV3518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3518'0.5 MI NW FROM SOUTH AMBOY.
 KV3518'0.5 MILE NORTHWEST ALONG THE NEW YORK AND LONG BRANCH RAILROAD FROM
 KV3518'THE STATION AT THE JERSEY CENTRAL POWER AND LIGHT COMPANY PLANT,
 KV3518'THE DISK, A STANDARD NOS BENCH MARK IS SET ON TOP OF A 5/8 INCH
 KV3518'COPPER COATED STEEL ROD DRIVEN 46 FEET TO REFUSAL, LOCATED 40.2 FEET
 KV3518'WEST OF TIDAL 1, 4.4 FEET SOUTHWEST OF THE END OF A 6 FOOT CHAIN
 KV3518'LINK FENCE EXISTING ALONGSIDE THE BULKHEAD OF THE RARITAN RIVER,
 KV3518'65.3 FEET NORTH OF THE SOUTHWEST CORNER OF THE BASE OF A COAL
 KV3518'TRANSPORT TOWER OVER THE OUTLET CANAL, AND 15.0 FEET NORTHEAST OF
 KV3518'AN 18 INCH SYCAMORE TREE, 2 INCHES BELOW GROUND.
 KV3518'THE MARK IS 3 FT  SW FROM A WITNESS POST.
 KV3518'THE MARK IS ABOVE LEVEL WITH GROUND.
 KV3518
 KV3518                          STATION RECOVERY (2002)
 KV3518
 KV3518'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 KV3518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0787 ***********************************************************************
 KV0787  DESIGNATION -  853 1232 TIDAL 1
 KV0787  PID         -  KV0787
 KV0787  STATE/COUNTY-  NJ/MIDDLESEX
 KV0787  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0787
 KV0787                         *CURRENT SURVEY CONTROL
 KV0787  ___________________________________________________________________
 KV0787* NAD 83(1986)-  40 29 32.     (N)    074 16 54.     (W)     SCALED    
 KV0787* NAVD 88     -         2.889  (meters)       9.48   (feet)  ADJUSTED  
 KV0787  ___________________________________________________________________
 KV0787  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV0787  DYNAMIC HT  -           2.888 (meters)       9.47  (feet)  COMP
 KV0787  MODELED GRAV-     980,216.4   (mgal)                       NAVD 88
 KV0787
 KV0787  VERT ORDER  -  FIRST     CLASS II
 KV0787
 KV0787.The horizontal coordinates were scaled from a topographic map and have
 KV0787.an estimated accuracy of +/- 6 seconds.
 KV0787
 KV0787.The orthometric height was determined by differential leveling
 KV0787.and adjusted by the National Geodetic Survey in March 2001..
 KV0787.No vertical observational check was made to the station.
 KV0787
 KV0787.The geoid height was determined by GEOID03.
 KV0787
 KV0787.The dynamic height is computed by dividing the NAVD 88
 KV0787.geopotential number by the normal gravity value computed on the
 KV0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0787.degrees latitude (g = 980.6199 gals.).
 KV0787
 KV0787.The modeled gravity was interpolated from observed gravity values.
 KV0787
 KV0787;                    North         East    Units  Estimated Accuracy
 KV0787;SPC NJ       -   184,190.      168,510.      MT  (+/- 180 meters Scaled)
 KV0787
 KV0787                          SUPERSEDED SURVEY CONTROL
 KV0787
 KV0787  NAVD 88 (06/15/91)    2.887  (m)            9.47   (f) UNKNOWN     1 1
 KV0787  NGVD 29 (04/16/92)    3.188  (m)           10.46   (f) ADJUSTED    1 1
 KV0787
 KV0787.Superseded values are not recommended for survey control.
 KV0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0787.See file dsdata.txt to determine how the superseded data were derived.
 KV0787
 KV0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK608826(NAD 83)
 KV0787_MARKER: DJ = TIDAL STATION DISK
 KV0787_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV0787_SP_SET: CANAL WALL
 KV0787_STAMPING: NO 1 1934
 KV0787_MARK LOGO: CGS   
 KV0787_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0787+STABILITY: SURFACE MOTION
 KV0787_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0787+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1998
 KV0787
 KV0787  HISTORY     - Date     Condition        Report By
 KV0787  HISTORY     - 1934     MONUMENTED       CGS
 KV0787  HISTORY     - 1952     GOOD             CGS
 KV0787  HISTORY     - 1974     GOOD             NGS
 KV0787  HISTORY     - 1978     GOOD             NGS
 KV0787  HISTORY     - 1979     GOOD             NGS
 KV0787  HISTORY     - 19980519 GOOD             NJGS
 KV0787  HISTORY     - 20020723 GOOD             USGS
 KV0787
 KV0787                          STATION DESCRIPTION
 KV0787
 KV0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0787'AT SOUTH AMBOY.
 KV0787'AT SOUTH AMBOY, ABOUT 0.5 MILE NORTHWEST ALONG THE NEW YORK
 KV0787'AND LONG BRANCH RAILROAD FROM THE STATION, AT JERSEY CENTRAL
 KV0787'POWER AND LIGHT COMPANY PLANT, SET IN THE TOP OF THE NORTH END
 KV0787'OF THE WEST CONCRETE WALL OF INTAKE CANAL TO PLANT, 15 FEET
 KV0787'SOUTH OF THE BULKHEAD AND ABOUT 1 1/2 FEET ABOVE GROUND.
 KV0787
 KV0787                          STATION RECOVERY (1974)
 KV0787
 KV0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0787'RECOVERED IN GOOD CONDITION.
 KV0787
 KV0787                          STATION RECOVERY (1978)
 KV0787
 KV0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0787'RECOVERED IN GOOD CONDITION.
 KV0787
 KV0787                          STATION RECOVERY (1979)
 KV0787
 KV0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0787'RECOVERED IN GOOD CONDITION.
 KV0787
 KV0787                          STATION RECOVERY (1998)
 KV0787
 KV0787'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV0787'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE STATION IS
 KV0787'LOCATED ON THE GROUNDS OF THE JERSEY CENTRAL POWER AND LIGHT COMPANY
 KV0787'WERNER GENERATION STATION.  ACCESS TO THE SITE CAN BE OBTAINED FROM
 KV0787'PERSONNEL AT THE JERSEY CENTRAL POWER AND LIGHT COMPANY SAYREVILLE
 KV0787'GENERATION STATION, PHONE 732 257 0133.
 KV0787
 KV0787                          STATION RECOVERY (2002)
 KV0787
 KV0787'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 KV0787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0784 ***********************************************************************
 KV0784  DESIGNATION -  853 1232 TIDAL 3
 KV0784  PID         -  KV0784
 KV0784  STATE/COUNTY-  NJ/MIDDLESEX
 KV0784  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0784
 KV0784                         *CURRENT SURVEY CONTROL
 KV0784  ___________________________________________________________________
 KV0784* NAD 83(1986)-  40 29 28.     (N)    074 16 56.     (W)     SCALED    
 KV0784* NAVD 88     -         2.936  (meters)       9.63   (feet)  ADJUSTED  
 KV0784  ___________________________________________________________________
 KV0784  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV0784  DYNAMIC HT  -           2.935 (meters)       9.63  (feet)  COMP
 KV0784  MODELED GRAV-     980,216.4   (mgal)                       NAVD 88
 KV0784
 KV0784  VERT ORDER  -  FIRST     CLASS II
 KV0784
 KV0784.The horizontal coordinates were scaled from a topographic map and have
 KV0784.an estimated accuracy of +/- 6 seconds.
 KV0784
 KV0784.The orthometric height was determined by differential leveling
 KV0784.and adjusted by the National Geodetic Survey in March 2001..
 KV0784
 KV0784.The geoid height was determined by GEOID03.
 KV0784
 KV0784.The dynamic height is computed by dividing the NAVD 88
 KV0784.geopotential number by the normal gravity value computed on the
 KV0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0784.degrees latitude (g = 980.6199 gals.).
 KV0784
 KV0784.The modeled gravity was interpolated from observed gravity values.
 KV0784
 KV0784;                    North         East    Units  Estimated Accuracy
 KV0784;SPC NJ       -   184,060.      168,460.      MT  (+/- 180 meters Scaled)
 KV0784
 KV0784                          SUPERSEDED SURVEY CONTROL
 KV0784
 KV0784  NAVD 88 (06/15/91)    2.932  (m)            9.62   (f) UNKNOWN     1 1
 KV0784  NGVD 29 (04/16/92)    3.232  (m)           10.60   (f) ADJUSTED    1 1
 KV0784
 KV0784.Superseded values are not recommended for survey control.
 KV0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0784.See file dsdata.txt to determine how the superseded data were derived.
 KV0784
 KV0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK608825(NAD 83)
 KV0784_MARKER: DJ = TIDAL STATION DISK
 KV0784_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0784_SP_SET: INTAKE CANAL
 KV0784_STAMPING: NO 3 1934
 KV0784_MARK LOGO: CGS   
 KV0784_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0784+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1998
 KV0784
 KV0784  HISTORY     - Date     Condition        Report By
 KV0784  HISTORY     - 1934     MONUMENTED       CGS
 KV0784  HISTORY     - 1952     GOOD             CGS
 KV0784  HISTORY     - 1974     GOOD             NGS
 KV0784  HISTORY     - 1978     GOOD             NGS
 KV0784  HISTORY     - 1980     GOOD             NGS
 KV0784  HISTORY     - 19980519 GOOD             NJGS
 KV0784  HISTORY     - 20020723 GOOD             USGS
 KV0784
 KV0784                          STATION DESCRIPTION
 KV0784
 KV0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0784'AT SOUTH AMBOY.
 KV0784'AT SOUTH AMBOY, ABOUT 0.5 MILE NORTHWEST ALONG THE NEW YORK
 KV0784'AND LONG BRANCH RAILROAD FROM THE STATION, AT THE JERSEY CENTRAL
 KV0784'POWER AND LIGHT COMPANY PLANT, SET IN THE TOP OF THE SOUTHWEST
 KV0784'CORNER OF THE INTAKE CANAL TO PLANT, 34 FEET NORTHWEST OF SOUTHWEST
 KV0784'CORNER OF PLANT BUILDING AND ABOUT 1/2 FOOT ABOVE GROUND.
 KV0784
 KV0784                          STATION RECOVERY (1974)
 KV0784
 KV0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0784'RECOVERED IN GOOD CONDITION.
 KV0784
 KV0784                          STATION RECOVERY (1978)
 KV0784
 KV0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0784'RECOVERED IN GOOD CONDITION.
 KV0784
 KV0784                          STATION RECOVERY (1980)
 KV0784
 KV0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 KV0784'RECOVERED IN GOOD CONDITION.
 KV0784
 KV0784                          STATION RECOVERY (1998)
 KV0784
 KV0784'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV0784'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE STATION IS SET
 KV0784'FLUSH WITH THE GROUND ON THE GROUNDS OF THE JERSEY CENTRAL POWER AND
 KV0784'LIGHT COMPANY WERNER GENERATION STATION.  ACCESS TO THE SITE CAN BE
 KV0784'OBTAINED FROM PERSONNEL AT THE JERSEY CENTRAL POWER AND LIGHT COMPANY
 KV0784'SAYREVILLE GENERATION STATION, PHONE 732 257 0133.
 KV0784
 KV0784                          STATION RECOVERY (2002)
 KV0784
 KV0784'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 KV0784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0788 ***********************************************************************
 KV0788  DESIGNATION -  853 1232 TIDAL 5
 KV0788  PID         -  KV0788
 KV0788  STATE/COUNTY-  NJ/MIDDLESEX
 KV0788  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0788
 KV0788                         *CURRENT SURVEY CONTROL
 KV0788  ___________________________________________________________________
 KV0788* NAD 83(1986)-  40 29 32.     (N)    074 16 57.     (W)     SCALED    
 KV0788* NAVD 88     -         2.700  (meters)       8.86   (feet)  ADJUSTED  
 KV0788  ___________________________________________________________________
 KV0788  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV0788  DYNAMIC HT  -           2.699 (meters)       8.86  (feet)  COMP
 KV0788  MODELED GRAV-     980,216.3   (mgal)                       NAVD 88
 KV0788
 KV0788  VERT ORDER  -  FIRST     CLASS II
 KV0788
 KV0788.The horizontal coordinates were scaled from a topographic map and have
 KV0788.an estimated accuracy of +/- 6 seconds.
 KV0788
 KV0788.The orthometric height was determined by differential leveling
 KV0788.and adjusted by the National Geodetic Survey in March 2001..
 KV0788.No vertical observational check was made to the station.
 KV0788.WARNING-Repeat measurements at this control monument indicate possible
 KV0788.vertical movement.
 KV0788
 KV0788.The geoid height was determined by GEOID03.
 KV0788
 KV0788.The dynamic height is computed by dividing the NAVD 88
 KV0788.geopotential number by the normal gravity value computed on the
 KV0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0788.degrees latitude (g = 980.6199 gals.).
 KV0788
 KV0788.The modeled gravity was interpolated from observed gravity values.
 KV0788
 KV0788;                    North         East    Units  Estimated Accuracy
 KV0788;SPC NJ       -   184,190.      168,440.      MT  (+/- 180 meters Scaled)
 KV0788
 KV0788                          SUPERSEDED SURVEY CONTROL
 KV0788
 KV0788  NAVD 88 (06/15/91)    2.717  (m)            8.91   (f) UNKNOWN     1 1
 KV0788  NGVD 29 (04/16/92)    3.019  (m)            9.90   (f) ADJUSTED    1 1
 KV0788
 KV0788.Superseded values are not recommended for survey control.
 KV0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0788.See file dsdata.txt to determine how the superseded data were derived.
 KV0788
 KV0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK608826(NAD 83)
 KV0788_MARKER: DJ = TIDAL STATION DISK
 KV0788_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0788_SP_SET: SEPTIC TANK
 KV0788_STAMPING: NO 5 1951
 KV0788_MARK LOGO: CGS   
 KV0788_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0788+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1998
 KV0788
 KV0788  HISTORY     - Date     Condition        Report By
 KV0788  HISTORY     - 1951     MONUMENTED       CGS
 KV0788  HISTORY     - 1952     GOOD             CGS
 KV0788  HISTORY     - 1974     GOOD             NGS
 KV0788  HISTORY     - 1978     GOOD             NGS
 KV0788  HISTORY     - 19980519 GOOD             NJGS
 KV0788  HISTORY     - 20020723 MARK NOT FOUND   USGS
 KV0788  HISTORY     - 20031002 GOOD             USGS
 KV0788
 KV0788                          STATION DESCRIPTION
 KV0788
 KV0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0788'AT SOUTH AMBOY.
 KV0788'AT SOUTH AMBOY, ABOUT 0.5 MILE NORTHWEST ALONG THE NEW YORK
 KV0788'AND LONG BRANCH RAILROAD FROM THE STATION, AT THE JERSEY CENTRAL
 KV0788'POWER AND LIGHT COMPANY PLANT, IN THE TOP OF THE SOUTHEAST
 KV0788'CORNER OF A CONCRETE SEPTIC TANK, ABOUT 110 FEET NORTHWEST OF
 KV0788'NORTHWEST CORNER OF PLANT BUILDING, 115 FEET SOUTHWEST OF TIDAL
 KV0788'NO. 1, AND ABOUT 1/2 FOOT ABOVE GROUND.
 KV0788
 KV0788                          STATION RECOVERY (1974)
 KV0788
 KV0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0788'RECOVERED IN GOOD CONDITION.
 KV0788
 KV0788                          STATION RECOVERY (1978)
 KV0788
 KV0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0788'RECOVERED IN GOOD CONDITION.
 KV0788
 KV0788                          STATION RECOVERY (1998)
 KV0788
 KV0788'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV0788'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE STATION IS
 KV0788'LOCATED ON THE GROUNDS OF THE JERSERY CENTRAL POWER AND LIGHT COMPANY
 KV0788'WERNER GENERATION STATION.  ACCESS TO THE SITE CAN BE OBTAINED FROM
 KV0788'PERSONNEL AT THE JERSEY CENTRAL POWER AND LIGHT COMPANY SAYREVILLE
 KV0788'GENERATION STATION, PHONE 732 257 0133.
 KV0788
 KV0788                          STATION RECOVERY (2002)
 KV0788
 KV0788'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 KV0788'MARK NOT FOUND.
 KV0788
 KV0788                          STATION RECOVERY (2003)
 KV0788
 KV0788'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 KV0788'MARK RECOVERED AS DESCRIBED - MARK AREA NO LONGER ACCESS-RESTRICTED,
 KV0788'NOW PART OF SEASTREAK SHUTTLE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0785 ***********************************************************************
 KV0785  DESIGNATION -  853 1232 TIDAL 6
 KV0785  PID         -  KV0785
 KV0785  STATE/COUNTY-  NJ/MIDDLESEX
 KV0785  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0785
 KV0785                         *CURRENT SURVEY CONTROL
 KV0785  ___________________________________________________________________
 KV0785* NAD 83(1986)-  40 29 28.     (N)    074 16 53.     (W)     SCALED    
 KV0785* NAVD 88     -         3.126  (meters)      10.26   (feet)  ADJUSTED  
 KV0785  ___________________________________________________________________
 KV0785  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV0785  DYNAMIC HT  -           3.125 (meters)      10.25  (feet)  COMP
 KV0785  MODELED GRAV-     980,216.5   (mgal)                       NAVD 88
 KV0785
 KV0785  VERT ORDER  -  FIRST     CLASS I
 KV0785
 KV0785.The horizontal coordinates were scaled from a topographic map and have
 KV0785.an estimated accuracy of +/- 6 seconds.
 KV0785
 KV0785.The orthometric height was determined by differential leveling
 KV0785.and adjusted by the National Geodetic Survey in June 1991..
 KV0785
 KV0785.The geoid height was determined by GEOID03.
 KV0785
 KV0785.The dynamic height is computed by dividing the NAVD 88
 KV0785.geopotential number by the normal gravity value computed on the
 KV0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0785.degrees latitude (g = 980.6199 gals.).
 KV0785
 KV0785.The modeled gravity was interpolated from observed gravity values.
 KV0785
 KV0785;                    North         East    Units  Estimated Accuracy
 KV0785;SPC NJ       -   184,070.      168,530.      MT  (+/- 180 meters Scaled)
 KV0785
 KV0785                          SUPERSEDED SURVEY CONTROL
 KV0785
 KV0785  NGVD 29 (04/16/92)    3.427  (m)           11.24   (f) ADJUSTED    1 1
 KV0785
 KV0785.Superseded values are not recommended for survey control.
 KV0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0785.See file dsdata.txt to determine how the superseded data were derived.
 KV0785
 KV0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK608825(NAD 83)
 KV0785_MARKER: DJ = TIDAL STATION DISK
 KV0785_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0785_SP_SET: OUTLET CANAL
 KV0785_STAMPING: NO 6 1951
 KV0785_MARK LOGO: CGS   
 KV0785_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0785_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0785+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1998
 KV0785
 KV0785  HISTORY     - Date     Condition        Report By
 KV0785  HISTORY     - 1951     MONUMENTED       CGS
 KV0785  HISTORY     - 1952     GOOD             CGS
 KV0785  HISTORY     - 1974     GOOD             NGS
 KV0785  HISTORY     - 1978     GOOD             NGS
 KV0785  HISTORY     - 19980519 GOOD             NJGS
 KV0785  HISTORY     - 20020723 GOOD             USGS
 KV0785
 KV0785                          STATION DESCRIPTION
 KV0785
 KV0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0785'AT SOUTH AMBOY.
 KV0785'AT SOUTH AMBOY, ABOUT 0.5 MILE NOTHWEST ALONG THE NEW YORK
 KV0785'AND LONG BRANCH RAILROAD FROM THE STATION, AT THE JERSEY CENTRAL
 KV0785'POWER AND LIGHT COMPANY PLANT, SET IN THE TOP OF THE SOUTHEAST
 KV0785'CORNER OF THE OUTLET CANAL, 40 FEET NORTHEAST OF SOUTHEAST CORNER
 KV0785'OF PLANT, 10 FEET SOUTH OF SOUTHEAST CORNER OF CONCRETE BASE
 KV0785'OF A WOODEN WATER TANK THAT IS ON CANAL, AND ABOUT 1/2 FOOT
 KV0785'ABOVE GROUND.
 KV0785
 KV0785                          STATION RECOVERY (1974)
 KV0785
 KV0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0785'RECOVERED IN GOOD CONDITION.
 KV0785
 KV0785                          STATION RECOVERY (1978)
 KV0785
 KV0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0785'RECOVERED IN GOOD CONDITION.
 KV0785
 KV0785                          STATION RECOVERY (1998)
 KV0785
 KV0785'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV0785'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE STATION IS
 KV0785'LOCATED ON THE GROUNDS OF THE JERSEY CENTRAL POWER AND LIGHT COMPANY
 KV0785'WERNER GENERATION STATION.  ACCESS TO THE SITE CAN BE OBTAINED FROM
 KV0785'PERSONNEL AT THE JERSEY CENTRAL POWER AND LIGHT COMPANY SAYREVILLE
 KV0785'GENERATION STATION, PHONE 732 257 0133.
 KV0785
 KV0785                          STATION RECOVERY (2002)
 KV0785
 KV0785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 KV0785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3514 ***********************************************************************
 KV3514  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3514  DESIGNATION -  853 1526 B TIDAL
 KV3514  PID         -  KV3514
 KV3514  STATE/COUNTY-  NJ/MONMOUTH
 KV3514  USGS QUAD   -  KEYPORT (1977)
 KV3514
 KV3514                         *CURRENT SURVEY CONTROL
 KV3514  ___________________________________________________________________
 KV3514* NAD 83(1986)-  40 25 43.     (N)    074 12 44.     (W)     SCALED    
 KV3514* NAVD 88     -         6.692  (meters)      21.96   (feet)  ADJUSTED  
 KV3514  ___________________________________________________________________
 KV3514  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV3514  DYNAMIC HT  -           6.689 (meters)      21.95  (feet)  COMP
 KV3514  MODELED GRAV-     980,222.4   (mgal)                       NAVD 88
 KV3514
 KV3514  VERT ORDER  -  FIRST     CLASS II
 KV3514
 KV3514.The horizontal coordinates were scaled from a topographic map and have
 KV3514.an estimated accuracy of +/- 6 seconds.
 KV3514
 KV3514.The orthometric height was determined by differential leveling
 KV3514.and adjusted by the National Geodetic Survey in June 1991..
 KV3514
 KV3514.This Tidal Bench Mark is designated as VM 2541
 KV3514.by the Center for Operational Oceanographic Products and Services.
 KV3514
 KV3514.The geoid height was determined by GEOID03.
 KV3514
 KV3514.The dynamic height is computed by dividing the NAVD 88
 KV3514.geopotential number by the normal gravity value computed on the
 KV3514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3514.degrees latitude (g = 980.6199 gals.).
 KV3514
 KV3514.The modeled gravity was interpolated from observed gravity values.
 KV3514
 KV3514;                    North         East    Units  Estimated Accuracy
 KV3514;SPC NJ       -   177,140.      174,420.      MT  (+/- 180 meters Scaled)
 KV3514
 KV3514                          SUPERSEDED SURVEY CONTROL
 KV3514
 KV3514  NGVD 29 (01/10/92)    6.993  (m)           22.94   (f) ADJUSTED    1 2
 KV3514
 KV3514.Superseded values are not recommended for survey control.
 KV3514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3514.See file dsdata.txt to determine how the superseded data were derived.
 KV3514
 KV3514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK668756(NAD 83)
 KV3514_MARKER: DJ = TIDAL STATION DISK
 KV3514_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV3514_SP_SET: CONCRETE PIER
 KV3514_STAMPING: 1526 B 1976
 KV3514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3514
 KV3514  HISTORY     - Date     Condition        Report By
 KV3514  HISTORY     - 1979     MONUMENTED       NGS
 KV3514
 KV3514                          STATION DESCRIPTION
 KV3514
 KV3514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3514'IN KEYPORT.
 KV3514'IN KEYPORT, 0.05 MILE NORTHWEST ALONG STATE ROUTE 35 FROM THE
 KV3514'JUNCTION OF MAPLE PLACE ROAD, SET VERTICALLY IN THE SOUTHWEST
 KV3514'FACE OF THE MOST NORTHWESTERLY PIER WHICH IS ONE OF 4 OF THE
 KV3514'NORTHWEST BOUND LANE OF ROUTE 35 OVERPASS BRIDGE FOR A U-TURN
 KV3514'FOR MAPLE PLACE ROAD, 7.5 FEET NORTHEAST OF THE NORTHEAST CURB
 KV3514'OF ROUTE 35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8467 ***********************************************************************
 AI8467  TIDAL BM    -  This is a Tidal Bench Mark.
 AI8467  DESIGNATION -  853 1545 B TIDAL
 AI8467  PID         -  AI8467
 AI8467  STATE/COUNTY-  NJ/MONMOUTH
 AI8467  USGS QUAD   -  KEYPORT (1977)
 AI8467
 AI8467                         *CURRENT SURVEY CONTROL
 AI8467  ___________________________________________________________________
 AI8467* NAD 83(1986)-  40 26 24.     (N)    074 11 45.     (W)     SCALED    
 AI8467* NAVD 88     -         4.637  (meters)      15.21   (feet)  ADJUSTED  
 AI8467  ___________________________________________________________________
 AI8467  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 AI8467  DYNAMIC HT  -           4.635 (meters)      15.21  (feet)  COMP
 AI8467  MODELED GRAV-     980,223.1   (mgal)                       NAVD 88
 AI8467
 AI8467  VERT ORDER  -  FIRST     CLASS II
 AI8467
 AI8467.The horizontal coordinates were scaled from a topographic map and have
 AI8467.an estimated accuracy of +/- 6 seconds.
 AI8467
 AI8467.The orthometric height was determined by differential leveling
 AI8467.and adjusted by the National Geodetic Survey in March 2001..
 AI8467
 AI8467.This Tidal Bench Mark is designated as VM 2546
 AI8467.by the Center for Operational Oceanographic Products and Services.
 AI8467
 AI8467.The geoid height was determined by GEOID03.
 AI8467
 AI8467.The dynamic height is computed by dividing the NAVD 88
 AI8467.geopotential number by the normal gravity value computed on the
 AI8467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8467.degrees latitude (g = 980.6199 gals.).
 AI8467
 AI8467.The modeled gravity was interpolated from observed gravity values.
 AI8467
 AI8467;                    North         East    Units  Estimated Accuracy
 AI8467;SPC NJ       -   178,410.      175,800.      MT  (+/- 180 meters Scaled)
 AI8467
 AI8467                          SUPERSEDED SURVEY CONTROL
 AI8467
 AI8467.No superseded survey control is available for this station.
 AI8467
 AI8467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK682769(NAD 83)
 AI8467_MARKER: DJ = TIDAL STATION DISK
 AI8467_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI8467_STAMPING: 1545 B 1975
 AI8467_MARK LOGO: NOS   
 AI8467_PROJECTION: RECESSED 10 CENTIMETERS
 AI8467_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8467+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1998
 AI8467_ROD/PIPE-DEPTH: 12.8 meters
 AI8467
 AI8467  HISTORY     - Date     Condition        Report By
 AI8467  HISTORY     - 1975     MONUMENTED       NOS
 AI8467  HISTORY     - 19980702 GOOD             NJGS
 AI8467
 AI8467                          STATION DESCRIPTION
 AI8467
 AI8467'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI8467'THE STATION IS LOCATED IN THE BOROUGH OF KEYPORT ON THE GROUNDS OF A
 AI8467'MUNICIPAL PARK AT THE END OF MYRTLE AVENUE.  TO REACH THE STATION FROM
 AI8467'THE INTERSECTION OF STATE ROUTE 36 AND MIDDLE ROAD, COUNTY ROAD 516 IN
 AI8467'THE TOWNSHIP OF HAZLET, GO WEST ON COUNTY ROAD 516 FOR 0.7 MI (1.1 KM)
 AI8467'TO THE INTERSECTION WITH THIRD STREET.  TURN RIGHT AND GO NORTHEAST ON
 AI8467'THIRD STREET FOR 0.1 MI (0.2 KM) TO THE TEE JUNCTION WITH WAVERLY
 AI8467'STREET.  TURN LEFT AND GO NORTH ON WAVERLY STREET FOR 0.1 MI (0.2 KM)
 AI8467'TO THE TEE JUNCTION WITH FIRST STREET.  TURN LEFT AND GO NORTHWEST ON
 AI8467'FIRST STREET FOR ABOUT 30 M (98.4 FT) TO THE TEE JUNCTION WITH MYRTLE
 AI8467'AVENUE.  TURN RIGHT AND GO NORTH ON MYRTLE AVENUE FOR 0.1 MI (0.2 KM)
 AI8467'TO THE END OF PAVING AT THE MUNICIPAL PARK AND THE STATION AHEAD ON
 AI8467'THE LEFT, SET FLUSH IN A FLOWER GARDEN NEAR A VETERANS MEMORIAL.  THE
 AI8467'STATION IS 3.8 M (12.5 FT) SOUTHWEST FROM A FLAGPOLE, 3.1 M (10.2 FT)
 AI8467'SOUTHWEST FROM A STONE VETERANS MEMORIAL MARKER, 12.2 M (40.0 FT)
 AI8467'SOUTH FROM A WOOD UTILITY POLE WITH A 5 FT (1.5 M) TALL FIBERGLASS
 AI8467'COLLAR NEAR THE BOTTOM AND 17.6 M (57.7 FT) SOUTH SOUTHWEST FROM
 AI8467'STATION TIDAL 1 STA 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8468 ***********************************************************************
 AI8468  TIDAL BM    -  This is a Tidal Bench Mark.
 AI8468  DESIGNATION -  853 1545 C TIDAL
 AI8468  PID         -  AI8468
 AI8468  STATE/COUNTY-  NJ/MONMOUTH
 AI8468  USGS QUAD   -  KEYPORT (1977)
 AI8468
 AI8468                         *CURRENT SURVEY CONTROL
 AI8468  ___________________________________________________________________
 AI8468* NAD 83(1986)-  40 26 23.     (N)    074 11 24.     (W)     SCALED    
 AI8468* NAVD 88     -         2.321  (meters)       7.61   (feet)  ADJUSTED  
 AI8468  ___________________________________________________________________
 AI8468  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 AI8468  DYNAMIC HT  -           2.320 (meters)       7.61  (feet)  COMP
 AI8468  MODELED GRAV-     980,223.1   (mgal)                       NAVD 88
 AI8468
 AI8468  VERT ORDER  -  FIRST     CLASS II
 AI8468
 AI8468.The horizontal coordinates were scaled from a topographic map and have
 AI8468.an estimated accuracy of +/- 6 seconds.
 AI8468
 AI8468.The orthometric height was determined by differential leveling
 AI8468.and adjusted by the National Geodetic Survey in March 2001..
 AI8468
 AI8468.This Tidal Bench Mark is designated as VM 2547
 AI8468.by the Center for Operational Oceanographic Products and Services.
 AI8468
 AI8468.The geoid height was determined by GEOID03.
 AI8468
 AI8468.The dynamic height is computed by dividing the NAVD 88
 AI8468.geopotential number by the normal gravity value computed on the
 AI8468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8468.degrees latitude (g = 980.6199 gals.).
 AI8468
 AI8468.The modeled gravity was interpolated from observed gravity values.
 AI8468
 AI8468;                    North         East    Units  Estimated Accuracy
 AI8468;SPC NJ       -   178,380.      176,300.      MT  (+/- 180 meters Scaled)
 AI8468
 AI8468                          SUPERSEDED SURVEY CONTROL
 AI8468
 AI8468.No superseded survey control is available for this station.
 AI8468
 AI8468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK686768(NAD 83)
 AI8468_MARKER: DJ = TIDAL STATION DISK
 AI8468_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI8468_STAMPING: 1545 C 1975
 AI8468_MARK LOGO: NOS   
 AI8468_PROJECTION: RECESSED 10 CENTIMETERS
 AI8468_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8468+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1998
 AI8468_ROD/PIPE-DEPTH: 12.2 meters
 AI8468
 AI8468  HISTORY     - Date     Condition        Report By
 AI8468  HISTORY     - 1975     MONUMENTED       NOS
 AI8468  HISTORY     - 19980702 GOOD             NJGS
 AI8468
 AI8468                          STATION DESCRIPTION
 AI8468
 AI8468'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI8468'THE STATION IS LOCATED IN THE BOROUGH OF KEYPORT ON THE NORTH SIDE OF
 AI8468'FIRST STREET.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AI8468'ROUTE 36 AND MIDDLE ROAD, COUNTY ROAD 516 IN THE TOWNSHIP OF HAZLET,
 AI8468'GO WEST ON COUNTY ROAD 516 FOR 0.15 MI (0.24 KM) TO THE INTERSECTION
 AI8468'WITH FLORENCE AVENUE.  TURN RIGHT AND GO NORTHEAST ON FLORENCE AVENUE
 AI8468'FOR 0.55 MI (0.89 KM) TO THE INTERSECTION WITH STONE ROAD.  TURN LEFT
 AI8468'AND GO WEST ON STONE ROAD FOR 0.2 MI (0.3 KM) TO THE BRIDGE CARRYING
 AI8468'STONE ROAD OVER THE CHINGARORA CREEK AND A WYE JUNCTION WITH WALNUT
 AI8468'STREET BEYOND.  CROSS THE BRIDGE, BEAR TO THE RIGHT AND GO NORTH ON
 AI8468'WALNUT STREET FOR 0.05 MI (0.08 KM) TO THE INTERSECTION WITH FIRST
 AI8468'STREET AND THE STATION ON THE LEFT, SET AT THE NORTHWEST CORNER OF THE
 AI8468'INTERSECTION, JUST SOUTH FROM A ONE STORY BRICK BUILDING.  THE STATION
 AI8468'IS 9.5 M (31.2 FT) NORTH NORTHWEST FROM THE CENTERLINE OF FIRST
 AI8468'STREET, 14.2 M (46.6 FT) WEST NORTHWEST FROM THE CENTERLINE OF WALNUT
 AI8468'STREET, 7.25 M (23.79 FT) WEST FROM A FIRE HYDRANT, 5.8 M (19.0 FT)
 AI8468'SOUTH FROM THE SOUTHEAST CORNER OF A ONE STORY BRICK BUILDING, 9.8 M
 AI8468'(32.2 FT) WEST SOUTHWEST FROM A WOOD UTILITY POLE WITH NO NUMBER AND
 AI8468'7.7 M (25.3 FT) EAST SOUTHEAST FROM THE SOUTHWEST CORNER OF A ONE
 AI8468'STORY BRICK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6238 ***********************************************************************
 KV6238  DESIGNATION -  853 1662 A TIDAL
 KV6238  PID         -  KV6238
 KV6238  STATE/COUNTY-  NJ/MONMOUTH
 KV6238  USGS QUAD   -  SANDY HOOK (1981)
 KV6238
 KV6238                         *CURRENT SURVEY CONTROL
 KV6238  ___________________________________________________________________
 KV6238* NAD 83(1986)-  40 25 05.     (N)    074 02 11.     (W)     SCALED    
 KV6238* NAVD 88     -         2.462  (meters)       8.08   (feet)  ADJUSTED  
 KV6238  ___________________________________________________________________
 KV6238  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV6238  DYNAMIC HT  -           2.461 (meters)       8.07  (feet)  COMP
 KV6238  MODELED GRAV-     980,203.9   (mgal)                       NAVD 88
 KV6238
 KV6238  VERT ORDER  -  SECOND    CLASS I
 KV6238
 KV6238.The horizontal coordinates were scaled from a topographic map and have
 KV6238.an estimated accuracy of +/- 6 seconds.
 KV6238
 KV6238.The orthometric height was determined by differential leveling
 KV6238.and adjusted by the National Geodetic Survey in January 1994..
 KV6238
 KV6238.The geoid height was determined by GEOID03.
 KV6238
 KV6238.The dynamic height is computed by dividing the NAVD 88
 KV6238.geopotential number by the normal gravity value computed on the
 KV6238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6238.degrees latitude (g = 980.6199 gals.).
 KV6238
 KV6238.The modeled gravity was interpolated from observed gravity values.
 KV6238
 KV6238;                    North         East    Units  Estimated Accuracy
 KV6238;SPC NJ       -   176,030.      189,340.      MT  (+/- 180 meters Scaled)
 KV6238
 KV6238                          SUPERSEDED SURVEY CONTROL
 KV6238
 KV6238  NGVD 29 (01/10/92)    2.780  (m)            9.12   (f) ADJUSTED    2 1
 KV6238
 KV6238.Superseded values are not recommended for survey control.
 KV6238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6238.See file dsdata.txt to determine how the superseded data were derived.
 KV6238
 KV6238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK817746(NAD 83)
 KV6238_MARKER: DJ = TIDAL STATION DISK
 KV6238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV6238_SP_SET: CONCRETE GATE POST BASE
 KV6238_STAMPING: 1662 A 1976
 KV6238_MARK LOGO: NOS   
 KV6238_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6238+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 KV6238
 KV6238  HISTORY     - Date     Condition        Report By
 KV6238  HISTORY     - 1976     MONUMENTED       PORTER
 KV6238  HISTORY     - 19890202 GOOD             NJGS
 KV6238  HISTORY     - 19970731 GOOD             USPSQD
 KV6238  HISTORY     - 20050504 GOOD             USPSQD
 KV6238
 KV6238                          STATION DESCRIPTION
 KV6238
 KV6238'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6238'AT THE ATLANTIC HIGHLANDS, ABOUT 1.04 KM (1.67 MI) NORTH ALONG FIRST
 KV6238'AVENUE FROM ITS INTERSECTION WITH STATE HIGHWAY 36, THEN ABOUT 122 M
 KV6238'(400.26 FT) NORTH OF THE INTERSECTION OF FIRST AVENUE WITH SIMON LAKE
 KV6238'ROAD, MARK IS ON THE EASTERLY FOUNDATION OF TWO OLD RAILROAD GATES,
 KV6238'32.13 M (105.41 FT) NORTH OF THE NORTHWEST CORNER OF A ONE STORY WOOD
 KV6238'BOAT STORAGE SHED, 0.3 M (0.98 FT) SOUTHEAST OF THE GATE POST, SET
 KV6238'FLUSH WITH THE GROUND.
 KV6238
 KV6238                          STATION RECOVERY (1997)
 KV6238
 KV6238'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6238'RECOVERED IN GOOD CONDITION.
 KV6238
 KV6238                          STATION RECOVERY (2005)
 KV6238
 KV6238'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 KV6238'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6239 ***********************************************************************
 KV6239  DESIGNATION -  853 1662 B TIDAL
 KV6239  PID         -  KV6239
 KV6239  STATE/COUNTY-  NJ/MONMOUTH
 KV6239  USGS QUAD   -  SANDY HOOK (1981)
 KV6239
 KV6239                         *CURRENT SURVEY CONTROL
 KV6239  ___________________________________________________________________
 KV6239* NAD 83(1986)-  40 25 00.     (N)    074 02 13.     (W)     SCALED    
 KV6239* NAVD 88     -         4.165  (meters)      13.66   (feet)  ADJUSTED  
 KV6239  ___________________________________________________________________
 KV6239  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV6239  DYNAMIC HT  -           4.164 (meters)      13.66  (feet)  COMP
 KV6239  MODELED GRAV-     980,203.8   (mgal)                       NAVD 88
 KV6239
 KV6239  VERT ORDER  -  SECOND    CLASS I
 KV6239
 KV6239.The horizontal coordinates were scaled from a topographic map and have
 KV6239.an estimated accuracy of +/- 6 seconds.
 KV6239
 KV6239.The orthometric height was determined by differential leveling
 KV6239.and adjusted by the National Geodetic Survey in January 1994..
 KV6239
 KV6239.The geoid height was determined by GEOID03.
 KV6239
 KV6239.The dynamic height is computed by dividing the NAVD 88
 KV6239.geopotential number by the normal gravity value computed on the
 KV6239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6239.degrees latitude (g = 980.6199 gals.).
 KV6239
 KV6239.The modeled gravity was interpolated from observed gravity values.
 KV6239
 KV6239;                    North         East    Units  Estimated Accuracy
 KV6239;SPC NJ       -   175,880.      189,300.      MT  (+/- 180 meters Scaled)
 KV6239
 KV6239                          SUPERSEDED SURVEY CONTROL
 KV6239
 KV6239  NGVD 29 (01/10/92)    4.484  (m)           14.71   (f) ADJUSTED    2 1
 KV6239
 KV6239.Superseded values are not recommended for survey control.
 KV6239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6239.See file dsdata.txt to determine how the superseded data were derived.
 KV6239
 KV6239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK817744(NAD 83)
 KV6239_MARKER: DJ = TIDAL STATION DISK
 KV6239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV6239_SP_SET: BUILDING WALL
 KV6239_STAMPING: 1662 B 1976
 KV6239_MARK LOGO: NOS   
 KV6239_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6239+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 KV6239
 KV6239  HISTORY     - Date     Condition        Report By
 KV6239  HISTORY     - 1976     MONUMENTED       PORTER
 KV6239  HISTORY     - 19890202 GOOD             NJGS
 KV6239  HISTORY     - 19970731 GOOD             USPSQD
 KV6239  HISTORY     - 20050504 GOOD             USPSQD
 KV6239  HISTORY     - 20050504 GOOD             USPSQD
 KV6239
 KV6239                          STATION DESCRIPTION
 KV6239
 KV6239'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6239'AT THE ATLANTIC HIGHLANDS, ABOUT 0.88 KM (1.42 MI) NORTH ALONG FIRST
 KV6239'AVENUE FROM ITS INTERSECTION WITH STATE HIGHWAY ROUTE 36, MARK SET
 KV6239'VERTICALLY IN THE NORTH FACE OF A TWO STORY BLOCK AND BRICK FLAGSHIP
 KV6239'MARINE BUILDING LOCATED ON THE SOUTHEAST CORNER OF THE INTERSECTION
 KV6239'OF FIRST AVENUE AND SIMON LAKE ROAD, 0.82 M (2.69 FT) WEST OF THE
 KV6239'NORTHEAST CORNER OF THE BUILDING, 16.86 M (55.31 FT) SOUTH OF THE
 KV6239'SOUTH CURBLINE OF SIMON LAKE ROAD, 31.8 M (104.33 FT) EAST OF THE
 KV6239'EAST CURB OF FIRST AVENUE, SET 0.9 M (2.95 FT) ABOVE GROUND.
 KV6239
 KV6239                          STATION RECOVERY (1997)
 KV6239
 KV6239'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6239'RECOVERED IN GOOD CONDITION.
 KV6239
 KV6239                          STATION RECOVERY (2005)
 KV6239
 KV6239'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 KV6239'RECOVERED AS DESCRIBED
 KV6239
 KV6239                          STATION RECOVERY (2005)
 KV6239
 KV6239'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 KV6239'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6240 ***********************************************************************
 KV6240  DESIGNATION -  853 1662 C TIDAL
 KV6240  PID         -  KV6240
 KV6240  STATE/COUNTY-  NJ/MONMOUTH
 KV6240  USGS QUAD   -  SANDY HOOK (1981)
 KV6240
 KV6240                         *CURRENT SURVEY CONTROL
 KV6240  ___________________________________________________________________
 KV6240* NAD 83(1986)-  40 24 53.     (N)    074 02 17.     (W)     SCALED    
 KV6240* NAVD 88     -         4.003  (meters)      13.13   (feet)  ADJUSTED  
 KV6240  ___________________________________________________________________
 KV6240  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV6240  DYNAMIC HT  -           4.002 (meters)      13.13  (feet)  COMP
 KV6240  MODELED GRAV-     980,203.8   (mgal)                       NAVD 88
 KV6240
 KV6240  VERT ORDER  -  SECOND    CLASS I
 KV6240
 KV6240.The horizontal coordinates were scaled from a topographic map and have
 KV6240.an estimated accuracy of +/- 6 seconds.
 KV6240
 KV6240.The orthometric height was determined by differential leveling
 KV6240.and adjusted by the National Geodetic Survey in January 1994..
 KV6240
 KV6240.The geoid height was determined by GEOID03.
 KV6240
 KV6240.The dynamic height is computed by dividing the NAVD 88
 KV6240.geopotential number by the normal gravity value computed on the
 KV6240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6240.degrees latitude (g = 980.6199 gals.).
 KV6240
 KV6240.The modeled gravity was interpolated from observed gravity values.
 KV6240
 KV6240;                    North         East    Units  Estimated Accuracy
 KV6240;SPC NJ       -   175,660.      189,200.      MT  (+/- 180 meters Scaled)
 KV6240
 KV6240                          SUPERSEDED SURVEY CONTROL
 KV6240
 KV6240  NGVD 29 (01/10/92)    4.322  (m)           14.18   (f) ADJUSTED    2 1
 KV6240
 KV6240.Superseded values are not recommended for survey control.
 KV6240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6240.See file dsdata.txt to determine how the superseded data were derived.
 KV6240
 KV6240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK816742(NAD 83)
 KV6240_MARKER: DJ = TIDAL STATION DISK
 KV6240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV6240_SP_SET: BUILDING WALL
 KV6240_STAMPING: 1662 C 1976
 KV6240_MARK LOGO: NOS   
 KV6240_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6240+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 KV6240
 KV6240  HISTORY     - Date     Condition        Report By
 KV6240  HISTORY     - 1976     MONUMENTED       PORTER
 KV6240  HISTORY     - 19890202 GOOD             NJGS
 KV6240  HISTORY     - 19970731 GOOD             USPSQD
 KV6240  HISTORY     - 20050504 GOOD             USPSQD
 KV6240
 KV6240                          STATION DESCRIPTION
 KV6240
 KV6240'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6240'IN THE ATLANTIC HIGHLANDS, ABOUT 0.64 KM (1.03 MI) NORTH ALONG FIRST
 KV6240'AVENUE FROM ITS INTERSECTION WITH STATE HIGHWAY ROUTE 36, AT THE
 KV6240'SOUTHWEST CORNER OF THE INTERSECTION OF FIRST AVENUE AND BAY AVENUE,
 KV6240'SET VERTICALLY IN THE EAST FACE AT THE SOUTHEAST CORNER OF A BRICK
 KV6240'BUILDING, 4.54 M (14.89 FT) WEST OF THE WEST CURB OF FIRST AVENUE,
 KV6240'11.19 M (36.71 FT) SOUTH OF THE SOUTH CURB OF BAY AVENUE, 0.49 M
 KV6240'(1.61 FT) NORTH OF THE SOUHTEAST CORNER OF THE BUILDING, 10.76 M
 KV6240'(35.30 FT) SOUTHWEST OF POLE NO. 400WSW, SET ABOUT 0.60 M (1.97 FT)
 KV6240'ABOVE SIDEWALK.
 KV6240
 KV6240                          STATION RECOVERY (1997)
 KV6240
 KV6240'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6240'RECOVERED IN GOOD CONDITION.
 KV6240
 KV6240                          STATION RECOVERY (2005)
 KV6240
 KV6240'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 KV6240'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6241 ***********************************************************************
 KV6241  DESIGNATION -  853 1662 D TIDAL
 KV6241  PID         -  KV6241
 KV6241  STATE/COUNTY-  NJ/MONMOUTH
 KV6241  USGS QUAD   -  SANDY HOOK (1981)
 KV6241
 KV6241                         *CURRENT SURVEY CONTROL
 KV6241  ___________________________________________________________________
 KV6241* NAD 83(1986)-  40 24 50.     (N)    074 02 16.     (W)     SCALED    
 KV6241* NAVD 88     -         4.838  (meters)      15.87   (feet)  ADJUSTED  
 KV6241  ___________________________________________________________________
 KV6241  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV6241  DYNAMIC HT  -           4.836 (meters)      15.87  (feet)  COMP
 KV6241  MODELED GRAV-     980,203.6   (mgal)                       NAVD 88
 KV6241
 KV6241  VERT ORDER  -  SECOND    CLASS I
 KV6241
 KV6241.The horizontal coordinates were scaled from a topographic map and have
 KV6241.an estimated accuracy of +/- 6 seconds.
 KV6241
 KV6241.The orthometric height was determined by differential leveling
 KV6241.and adjusted by the National Geodetic Survey in January 1994..
 KV6241
 KV6241.The geoid height was determined by GEOID03.
 KV6241
 KV6241.The dynamic height is computed by dividing the NAVD 88
 KV6241.geopotential number by the normal gravity value computed on the
 KV6241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6241.degrees latitude (g = 980.6199 gals.).
 KV6241
 KV6241.The modeled gravity was interpolated from observed gravity values.
 KV6241
 KV6241;                    North         East    Units  Estimated Accuracy
 KV6241;SPC NJ       -   175,570.      189,230.      MT  (+/- 180 meters Scaled)
 KV6241
 KV6241                          SUPERSEDED SURVEY CONTROL
 KV6241
 KV6241  NGVD 29 (01/10/92)    5.156  (m)           16.92   (f) ADJUSTED    2 1
 KV6241
 KV6241.Superseded values are not recommended for survey control.
 KV6241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6241.See file dsdata.txt to determine how the superseded data were derived.
 KV6241
 KV6241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK816741(NAD 83)
 KV6241_MARKER: DJ = TIDAL STATION DISK
 KV6241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV6241_SP_SET: BUILDING WALL
 KV6241_STAMPING: 1662 D 1976
 KV6241_MARK LOGO: NOS   
 KV6241_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6241+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 KV6241
 KV6241  HISTORY     - Date     Condition        Report By
 KV6241  HISTORY     - 1976     MONUMENTED       PORTER
 KV6241  HISTORY     - 19890202 GOOD             NJGS
 KV6241  HISTORY     - 19970731 GOOD             USPSQD
 KV6241  HISTORY     - 20050504 GOOD             USPSQD
 KV6241
 KV6241                          STATION DESCRIPTION
 KV6241
 KV6241'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6241'IN THE ATLANTIC HIGHLANDS, ABOUT 0.56 KM (0.90 MI) NORTH ALONG FIRST
 KV6241'AVENUE FROM ITS INTERSECTION WITH STATE HIGHWAY ROUTE 36, ON THE EAST
 KV6241'SIDE OF THE TEE INTERSECTION OF FIRST AVENUE AND CENTER STREET, SET
 KV6241'VERTICALLY IN THE WEST FACE OF A TWO STORY BRICK PROFESSIONAL
 KV6241'BUILDING ON THE EXTENDED CENTERLINE OF CENTER STREET, 2.56 M
 KV6241'(8.40 FT) EAST OF THE EAST CURB OF FIRST AVENUE, 3.11 M (10.20 FT)
 KV6241'NORTHEAST OF A FIRE HYDRANT, 0.67 M (2.20 FT) NORTH OF THE SOUTHWEST
 KV6241'CORNER OF THE BUILDING, 23.81 M (78.12 FT) SOUTH OF POLE NO. JC 541
 KV6241'AH, SET 0.85 M (2.79 FT) ABOVE SIDEWALK.
 KV6241
 KV6241                          STATION RECOVERY (1997)
 KV6241
 KV6241'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6241'RECOVERED IN GOOD CONDITION.
 KV6241
 KV6241                          STATION RECOVERY (2005)
 KV6241
 KV6241'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 KV6241'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3519 ***********************************************************************
 KV3519  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3519  DESIGNATION -  853 1680 A TIDAL
 KV3519  PID         -  KV3519
 KV3519  STATE/COUNTY-  NJ/MONMOUTH
 KV3519  USGS QUAD   -  SANDY HOOK (1981)
 KV3519
 KV3519                         *CURRENT SURVEY CONTROL
 KV3519  ___________________________________________________________________
 KV3519* NAD 83(1986)-  40 28 06.     (N)    074 00 24.     (W)     SCALED    
 KV3519* NAVD 88     -         1.954  (meters)       6.41   (feet)  ADJUSTED  
 KV3519  ___________________________________________________________________
 KV3519  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV3519  DYNAMIC HT  -           1.953 (meters)       6.41  (feet)  COMP
 KV3519  MODELED GRAV-     980,204.6   (mgal)                       NAVD 88
 KV3519
 KV3519  VERT ORDER  -  FIRST     CLASS II
 KV3519
 KV3519.The horizontal coordinates were scaled from a topographic map and have
 KV3519.an estimated accuracy of +/- 6 seconds.
 KV3519
 KV3519.The orthometric height was determined by differential leveling
 KV3519.and adjusted by the National Geodetic Survey in September 1996..
 KV3519
 KV3519.This Tidal Bench Mark is designated as VM 317
 KV3519.by the Center for Operational Oceanographic Products and Services.
 KV3519
 KV3519.The geoid height was determined by GEOID03.
 KV3519
 KV3519.The dynamic height is computed by dividing the NAVD 88
 KV3519.geopotential number by the normal gravity value computed on the
 KV3519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3519.degrees latitude (g = 980.6199 gals.).
 KV3519
 KV3519.The modeled gravity was interpolated from observed gravity values.
 KV3519
 KV3519;                    North         East    Units  Estimated Accuracy
 KV3519;SPC NJ       -   181,630.      191,830.      MT  (+/- 180 meters Scaled)
 KV3519
 KV3519                          SUPERSEDED SURVEY CONTROL
 KV3519
 KV3519  NAVD 88 (07/26/02)    1.964  (m)            6.44   (f) UNKNOWN     1 2
 KV3519  NAVD 88 (06/15/91)    1.968  (m)            6.46   (f) UNKNOWN     1 2
 KV3519  NGVD 29 (01/10/92)    2.286  (m)            7.50   (f) ADJUSTED    1 2
 KV3519
 KV3519.Superseded values are not recommended for survey control.
 KV3519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3519.See file dsdata.txt to determine how the superseded data were derived.
 KV3519
 KV3519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK842802(NAD 83)
 KV3519_MARKER: DJ = TIDAL STATION DISK
 KV3519_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3519_SP_SET: STAINLESS STEEL ROD
 KV3519_STAMPING: 1680 A 1979
 KV3519_MARK LOGO: NOS   
 KV3519_PROJECTION: FLUSH
 KV3519_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3519+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 KV3519_ROD/PIPE-DEPTH: 12.8 meters
 KV3519
 KV3519  HISTORY     - Date     Condition        Report By
 KV3519  HISTORY     - 1979     MONUMENTED       NOS
 KV3519  HISTORY     - 1979     GOOD             NGS
 KV3519  HISTORY     - 19920702 GOOD             USPSQD
 KV3519  HISTORY     - 19950623 GOOD             NJGS
 KV3519  HISTORY     - 19950630 GOOD             USPSQD
 KV3519  HISTORY     - 19950929 GOOD             NOS
 KV3519  HISTORY     - 19951017 GOOD             NGS
 KV3519  HISTORY     - 20030717 GOOD             NJGS
 KV3519
 KV3519                          STATION DESCRIPTION
 KV3519
 KV3519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3519'IN FORT HANCOCK.
 KV3519'IN FORT HANCOCK 0.05 MILE NORTHEAST OF THE JUNCTION OF CANFIELD
 KV3519'FOAD AND HARTSHORE DRIVE AND ACROSS HARTSHORE DRIVE FROM THE U.S.
 KV3519'COAST GUARD HEADQUARTERS BUILDING, SET AT THE SOUTHEAST CORNER OF A
 KV3519'50 BY 21 FOOT METAL GARAGE WITH A 3 FOOT HIGH CONCRETE FOUNDATION,
 KV3519'185 FEET NORTH OF THE CENTER OF CANFIELD ROAD, 0.05 MILE EAST OF
 KV3519'SIMPSON 2 RM 3, 17.7 FEET SOUTH OF THE SOUTH RAIL OF A SET OF TRACKS
 KV3519'RUNNING THROUGH THE GARAGE, 7.4 FEET SOUTH OF THE SOUTHEAST CORNER
 KV3519'OF THE BUILDING.
 KV3519'THE MARK IS 1 FT  S FROM A WITNESS POST.
 KV3519'THE MARK IS ABOVE LEVEL WITH GROUND.
 KV3519
 KV3519                          STATION RECOVERY (1992)
 KV3519
 KV3519'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV3519'RECOVERED IN GOOD CONDITION.
 KV3519
 KV3519                          STATION RECOVERY (1995)
 KV3519
 KV3519'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV3519'RECOVERED AS DESCRIBED.
 KV3519
 KV3519                          STATION RECOVERY (1995)
 KV3519
 KV3519'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3519'RECOVERED IN GOOD CONDITION.
 KV3519
 KV3519                          STATION RECOVERY (1995)
 KV3519
 KV3519'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 KV3519'THE BM IS SET 91 M (298.6 FT) EAST OF THE USCG HEADQUARTERS BUILDING,
 KV3519'56.5 M (185.4 FT) NORTH OF THE CENTERLINE OF CANFIELD ROAD, 5.4 M
 KV3519'(17.7 FT) SOUTH OF THE NORTHERN MOST RAILS ON THE EASTERN ENTRANCE TO
 KV3519'THE COAST GUARD GARAGE, AND 2.3 M (7.5 FT) SOUTH OF THE SE CORNER OF
 KV3519'THE GARAGE.  THE BM IS CRIMPED TO A UNSPECIFIED ROD DRIVEN 15 M (49.2
 KV3519'FT) TO REFUSAL, AND ENCASED IN A 4-INCH PVC PIPE WITH CONCRETE
 KV3519'KICKBLOCK.
 KV3519
 KV3519                          STATION RECOVERY (1995)
 KV3519
 KV3519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 KV3519'RECOVERED AS DESCRIBED.
 KV3519
 KV3519                          STATION RECOVERY (2003)
 KV3519
 KV3519'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 KV3519'RECOVERED IN GOOD CONDITION.  NOTE--THE STATION IS LOCATED NEAR THE
 KV3519'SOUTHEAST CORNER OF BUILDING  NUMBER 512.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3520 ***********************************************************************
 KV3520  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3520  DESIGNATION -  853 1680 B TIDAL
 KV3520  PID         -  KV3520
 KV3520  STATE/COUNTY-  NJ/MONMOUTH
 KV3520  USGS QUAD   -  SANDY HOOK (1981)
 KV3520
 KV3520                         *CURRENT SURVEY CONTROL
 KV3520  ___________________________________________________________________
 KV3520* NAD 83(1986)-  40 28 03.     (N)    074 00 28.     (W)     SCALED    
 KV3520* NAVD 88     -         1.793  (meters)       5.88   (feet)  ADJUSTED  
 KV3520  ___________________________________________________________________
 KV3520  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV3520  DYNAMIC HT  -           1.792 (meters)       5.88  (feet)  COMP
 KV3520  MODELED GRAV-     980,204.7   (mgal)                       NAVD 88
 KV3520
 KV3520  VERT ORDER  -  FIRST     CLASS II
 KV3520
 KV3520.The horizontal coordinates were scaled from a topographic map and have
 KV3520.an estimated accuracy of +/- 6 seconds.
 KV3520
 KV3520.The orthometric height was determined by differential leveling
 KV3520.and adjusted by the National Geodetic Survey in June 1991..
 KV3520
 KV3520.This Tidal Bench Mark is designated as VM 324
 KV3520.by the Center for Operational Oceanographic Products and Services.
 KV3520
 KV3520.The geoid height was determined by GEOID03.
 KV3520
 KV3520.The dynamic height is computed by dividing the NAVD 88
 KV3520.geopotential number by the normal gravity value computed on the
 KV3520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3520.degrees latitude (g = 980.6199 gals.).
 KV3520
 KV3520.The modeled gravity was interpolated from observed gravity values.
 KV3520
 KV3520;                    North         East    Units  Estimated Accuracy
 KV3520;SPC NJ       -   181,540.      191,740.      MT  (+/- 180 meters Scaled)
 KV3520
 KV3520                          SUPERSEDED SURVEY CONTROL
 KV3520
 KV3520  NGVD 29 (01/10/92)    2.110  (m)            6.92   (f) ADJUSTED    1 2
 KV3520
 KV3520.Superseded values are not recommended for survey control.
 KV3520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3520.See file dsdata.txt to determine how the superseded data were derived.
 KV3520
 KV3520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK841801(NAD 83)
 KV3520_MARKER: DJ = TIDAL STATION DISK
 KV3520_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3520_SP_SET: STAINLESS STEEL ROD
 KV3520_STAMPING: 1680 B 1979
 KV3520_MARK LOGO: NOS   
 KV3520_PROJECTION: FLUSH
 KV3520_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3520+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1995
 KV3520_ROD/PIPE-DEPTH: 7.32 meters
 KV3520
 KV3520  HISTORY     - Date     Condition        Report By
 KV3520  HISTORY     - 1979     MONUMENTED       NOS
 KV3520  HISTORY     - 1979     GOOD             NGS
 KV3520  HISTORY     - 19950622 POOR             NJGS
 KV3520  HISTORY     - 19950630 POOR             USPSQD
 KV3520  HISTORY     - 19950728 POOR             USPSQD
 KV3520
 KV3520                          STATION DESCRIPTION
 KV3520
 KV3520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3520'IN SANDY HOOK.
 KV3520'IN SANDY HOOK, AT FORT HANCOCK, INSIDE THE U.S. COAST GUARD STATION
 KV3520'AT THE JUNCTION OF CANFIELD ROAD AND HARTSHORE DRIVE, DIRECTLY
 KV3520'BEHING FUILDING S 103, SET ON THE NORTHWEST SIDE OF POWER POLE
 KV3520'NUMBER 7 WHICH IS 6 FEET NORTH OF A SMALL CONCRETE BLOCK PUMP HOUSE
 KV3520'NUMBER 107, 59.7 FEET EAST OF THE NORTHEAST CORNER OF BUILDING
 KV3520'S 103, 7.3 FEET NORTH OF THE COUTHEAST CORNER OF THE PUMP HOUSE
 KV3520'NUMBER 107, 1.2 FEET NORTHWEST OF POWER POLE 7.
 KV3520'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 KV3520'THE MARK IS ABOVE LEVEL WITH GROUND.
 KV3520
 KV3520                          STATION RECOVERY (1995)
 KV3520
 KV3520'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 KV3520'THE STATION WAS SEARCHED FOR AND RECOVERED AS DESCRIBED.  THE DISK WAS
 KV3520'FOUND BENT DUE TO LAWN MOWING OPERATIONS AT SOME TIME IN THE PAST IN
 KV3520'THE AREA OF THE STATION.
 KV3520
 KV3520                          STATION RECOVERY (1995)
 KV3520
 KV3520'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3520'MARK RECOVERED IN POOR CONDITION.
 KV3520
 KV3520                          STATION RECOVERY (1995)
 KV3520
 KV3520'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3520'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG9903 ***********************************************************************
 DG9903  DESIGNATION -  853 1680 C TIDAL
 DG9903  PID         -  DG9903
 DG9903  STATE/COUNTY-  NJ/MONMOUTH
 DG9903  USGS QUAD   -  SANDY HOOK (1981)
 DG9903
 DG9903                         *CURRENT SURVEY CONTROL
 DG9903  ___________________________________________________________________
 DG9903* NAD 83(1986)-  40 27 53.     (N)    074 00 17.     (W)     SCALED    
 DG9903* NAVD 88     -         2.413  (meters)       7.92   (feet)  ADJUSTED  
 DG9903  ___________________________________________________________________
 DG9903  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DG9903  DYNAMIC HT  -           2.412 (meters)       7.91  (feet)  COMP
 DG9903  MODELED GRAV-     980,203.3   (mgal)                       NAVD 88
 DG9903
 DG9903  VERT ORDER  -  FIRST     CLASS II
 DG9903
 DG9903.The horizontal coordinates were scaled from a topographic map and have
 DG9903.an estimated accuracy of +/- 6 seconds.
 DG9903
 DG9903.The orthometric height was determined by differential leveling
 DG9903.and adjusted by the National Geodetic Survey in May 2006..
 DG9903
 DG9903.The geoid height was determined by GEOID03.
 DG9903
 DG9903.The dynamic height is computed by dividing the NAVD 88
 DG9903.geopotential number by the normal gravity value computed on the
 DG9903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9903.degrees latitude (g = 980.6199 gals.).
 DG9903
 DG9903.The modeled gravity was interpolated from observed gravity values.
 DG9903
 DG9903;                    North         East    Units  Estimated Accuracy
 DG9903;SPC NJ       -   181,230.      192,000.      MT  (+/- 180 meters Scaled)
 DG9903
 DG9903                          SUPERSEDED SURVEY CONTROL
 DG9903
 DG9903.No superseded survey control is available for this station.
 DG9903
 DG9903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK843798(NAD 83)
 DG9903_MARKER: DJ = TIDAL STATION DISK
 DG9903_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG9903_STAMPING: 1680 C 1979
 DG9903_MARK LOGO: NOS   
 DG9903_PROJECTION: RECESSED 10 CENTIMETERS
 DG9903_MAGNETIC: I = MARKER IS A STEEL ROD
 DG9903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9903+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 DG9903_ROD/PIPE-DEPTH: 12.8 meters
 DG9903
 DG9903  HISTORY     - Date     Condition        Report By
 DG9903  HISTORY     - 1979     MONUMENTED       NOS
 DG9903  HISTORY     - 20030717 GOOD             NJGS
 DG9903
 DG9903                          STATION DESCRIPTION
 DG9903
 DG9903'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DG9903'THE STATION IS LOCATED IN THE GATEWAY NATIONAL RECREATION AREA, SANDY
 DG9903'HOOK.  1.5 M  SOUTHWEST OF THE SOUTHWEST CORNER OF THE SANDY HOOK FIRE
 DG9903'DEPARTMENT BUILDING  (BUILDING 51), SET IN A CUT OUT IN THE SIDEWALK
 DG9903'AREA ON THE WEST SIDE OF THE BUILDING.
 DG9903' 
 DG9903'THE STATION IS ABOUT 58 M SOUTHEAST OF THE LARGE BLACK CANNON AT THE
 DG9903'ROAD JUNCTION  ACROSS FROM THE CHAPEL, NEAR THE SOUTHEAST CORNER OF
 DG9903'THE COAST GUARD BASE, 6.0 M EAST  OF THE CENTERLINE OF KEARNEY STREET,
 DG9903'4.8 M NORTHWEST OF THE NORTHWEST CORNER OF  BUILDING NUMBER 34, 26.5 M
 DG9903'SOUTH SOUTHEAST OF THE CENTERLINE OF SOUTH BRAGG STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6711 ***********************************************************************
 AB6711  FBN         -  This is a Federal Base Network Control Station.
 AB6711  TIDAL BM    -  This is a Tidal Bench Mark.
 AB6711  DESIGNATION -  853 1680 D TIDAL
 AB6711  PID         -  AB6711
 AB6711  STATE/COUNTY-  NJ/MONMOUTH
 AB6711  USGS QUAD   -  SANDY HOOK (1981)
 AB6711
 AB6711                         *CURRENT SURVEY CONTROL
 AB6711  ___________________________________________________________________
 AB6711* NAD 83(1996)-  40 28 03.60144(N)    074 00 34.73616(W)     ADJUSTED  
 AB6711* NAVD 88     -         2.061  (meters)       6.76   (feet)  ADJUSTED  
 AB6711  ___________________________________________________________________
 AB6711  X           -   1,338,574.704 (meters)                     COMP
 AB6711  Y           -  -4,671,133.537 (meters)                     COMP
 AB6711  Z           -   4,117,609.403 (meters)                     COMP
 AB6711  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 AB6711  ELLIP HEIGHT-         -30.33  (meters)          (09/24/01) GPS OBS
 AB6711  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 AB6711  DYNAMIC HT  -           2.060 (meters)       6.76  (feet)  COMP
 AB6711  MODELED GRAV-     980,205.3   (mgal)                       NAVD 88
 AB6711
 AB6711  HORZ ORDER  -  B
 AB6711  VERT ORDER  -  FIRST     CLASS II
 AB6711  ELLP ORDER  -  FOURTH    CLASS I
 AB6711
 AB6711.The horizontal coordinates were established by GPS observations
 AB6711.and adjusted by the National Geodetic Survey in September 2001..
 AB6711
 AB6711.The orthometric height was determined by differential leveling
 AB6711.and adjusted by the National Geodetic Survey in September 1996..
 AB6711
 AB6711.This Tidal Bench Mark is designated as VM 326
 AB6711.by the Center for Operational Oceanographic Products and Services.
 AB6711
 AB6711.Photographs are available for this station.
 AB6711
 AB6711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6711
 AB6711.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6711
 AB6711.The ellipsoidal height was determined by GPS observations
 AB6711.and is referenced to NAD 83.
 AB6711
 AB6711.The geoid height was determined by GEOID03.
 AB6711
 AB6711.The dynamic height is computed by dividing the NAVD 88
 AB6711.geopotential number by the normal gravity value computed on the
 AB6711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6711.degrees latitude (g = 980.6199 gals.).
 AB6711
 AB6711.The modeled gravity was interpolated from observed gravity values.
 AB6711
 AB6711;                    North         East     Units Scale Factor Converg.
 AB6711;SPC NJ       -   181,554.043   191,581.835   MT  0.99992128   +0 19 05.7
 AB6711;SPC NJ       -   595,648.56    628,548.07   sFT  0.99992128   +0 19 05.7
 AB6711;UTM  18      - 4,480,136.742   583,957.208   MT  0.99968676   +0 38 34.1
 AB6711
 AB6711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6711!SPC NJ       -   1.00000476  x   0.99992128  =   0.99992604
 AB6711!UTM  18      -   1.00000476  x   0.99968676  =   0.99969152
 AB6711
 AB6711                          SUPERSEDED SURVEY CONTROL
 AB6711
 AB6711  NAVD 88 (09/24/01)    2.06   (m)            6.8    (f) LEVELING    3  
 AB6711
 AB6711.Superseded values are not recommended for survey control.
 AB6711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6711.See file dsdata.txt to determine how the superseded data were derived.
 AB6711
 AB6711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8395780137(NAD 83)
 AB6711_MARKER: DJ = TIDAL STATION DISK
 AB6711_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB6711_SP_SET: MANHOLE BASE
 AB6711_STAMPING: 1680 D 1980
 AB6711_MARK LOGO: NOS   
 AB6711_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6711+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 AB6711
 AB6711  HISTORY     - Date     Condition        Report By
 AB6711  HISTORY     - 1980     MONUMENTED       NOS
 AB6711  HISTORY     - 19950626 GOOD             NJGS
 AB6711  HISTORY     - 19950918 GOOD             NOS
 AB6711  HISTORY     - 20000706 GOOD             NGS
 AB6711  HISTORY     - 20030717 GOOD             NJGS
 AB6711
 AB6711                          STATION DESCRIPTION
 AB6711
 AB6711'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6711'THE STATION IS LOCATED ON THE SANDY HOOK PENINSULA ON THE GROUNDS OF
 AB6711'THE U.S COAST GUARD STATION AT SANDY HOOK, NEW JERSEY.  THE STATION IS
 AB6711'SET FLUSH IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE SLAB
 AB6711'FOR A MANHOLE.  THE STATION IS ABOUT 107 FT (32.6 M) WEST FROM THE
 AB6711'CENTER OF THE GARAGE DOORS FOR A TWO STORY BRICK BOAT HOUSE, USED FOR
 AB6711'REPAIRS, WHICH IS SOUTHWEST FROM THE MAIN HEADQUARTERS BUILDING. THE
 AB6711'STATION IS 25.2 FT (7.7 M) NORTH FROM THE CENTERLINE OF THE ACCESS
 AB6711'ROAD LEADING TO THE CONCRETE DOCK AREA AND 55.3 FT (16.9 M) WEST
 AB6711'SOUTHWEST FROM THE SOUTHWEST CORNER OF THE ONE STORY PART OF THE
 AB6711'GARAGE BUILDING, AND ABOUT 1 FT (0.3 M) ABOVE THE GROUND.
 AB6711
 AB6711                          STATION RECOVERY (1995)
 AB6711
 AB6711'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 AB6711'THE BENCH MARK IS SET IN THE SE CORNER OF A 2 M (6.6 FT) X 2 M (6.6
 AB6711'FT) CONCRETE SLAB LOCATED NEAR THE US COAST GUARD PIERS, 16.8 M (55.1
 AB6711'FT) SW OF THE SW CORNER OF THE GARAGE COMPLEX, AND 9.8 M (32.2 FT)
 AB6711'NORTH OF THE NORTH END OF THE MOST WESTERLY PIER, AND 0.3 M (1.0 FT)
 AB6711'ABOVE GRADE.
 AB6711
 AB6711                          STATION RECOVERY (2000)
 AB6711
 AB6711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AB6711'THE STATION IS AT THE US COAST GUARD STATION LOCATED AT THE NORTH
 AB6711'END OF THE SANDY HOOK NATIONAL RECREATION AREA IN FORT HANCOCK,
 AB6711'NEAR THE US COAST GUARD DOCKS.  OWNERSHIP--US COAST GUARD.  TO
 AB6711'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 36 AND
 AB6711'COUNTY ROAD 520 IN SEA BRIGHT, GO NORTH ON HIGHWAY 36 FOR 3.22 KM
 AB6711'(2.00 MI) TO THE ENTRANCE ROAD TO THE SANDY HOOK NATIONAL
 AB6711'RECREATION AREA ON THE RIGHT.  BEAR RIGHT, NORTHERLY ON THE
 AB6711'ENTRANCE ROAD FOR 0.72 KM (0.45 MI) TO THE TOLL BOOTHS.  PASS
 AB6711'THROUGH THE TOLL BOOTH AND CONTINUE AHEAD, NORTH ON OCEAN
 AB6711'ROAD FOR 6.7 KM (4.15 MI) TO A STOP SIGN AT A ROAD INTERSECTION AND
 AB6711'THE ENTRANCE ROAD FOR FORT HANCOCK HISTORIC DISTRICT STRAIGHT
 AB6711'AHEAD.  CONTINUE STRAIGHT AHEAD, NORTHERLY ON THE FORT HANCOCK
 AB6711'ROAD FOR 2.73 KM (1.70 MI) TO THE ENTRANCE GATE OF THE US COAST
 AB6711'GUARD STATION ON THE LEFT AND A ROAD ON THE RIGHT. TURN LEFT,
 AB6711'PASSING THROUGH THE GATE, AND GO EAST ON THE ENTRANCE ROAD FOR
 AB6711'0.08 KM (0.05 MI) TO AN INTERSECTION.  CONTINUE AHEAD, EAST ON THE
 AB6711'ROAD FOR 0.16 KM (0.10 MI) TO A SET OF VEHICLE FUEL PUMPS ON THE LEFT,
 AB6711'JUST PAST THE ENTRANCE OF THE EAST PIER, AND THE STATION ON THE
 AB6711'RIGHT.  THE STATION IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER
 AB6711'OF A 6 FT (1.8 M) SQUARE CONCRETE FOUNDATION FOR A MANHOLE.
 AB6711'LOCATED 17.93 M (58.83 FT) NORTH OF THE NORTHWEST CORNER OF A
 AB6711'SMALL GRANITE STONE MEMORIAL WITH PLAQUE --USCG SANDY HOOK PIER
 AB6711'DEDICATED SEPTEMBER 1994--, 10.28 M (33.73 FT) NORTHWEST AND ACROSS
 AB6711'THE DRIVE FROM THE NORTHWEST CORNER OF THE CONCRETE PARKING
 AB6711'PAD FOR THE FUEL PUMPS, 4.27 M (14.01 FT) NORTH OF THE NORTH CURB OF
 AB6711'THE DRIVE, 2.14 M (7.02 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 AB6711'AN ELECTRICAL JUNCTION BOX WITH EMERGENCY CUTOFF SWITCH AND
 AB6711'ABOUT 0.9 M (3.0 FT) ABOVE THE DRIVE.
 AB6711'
 AB6711
 AB6711                          STATION RECOVERY (2003)
 AB6711
 AB6711'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 AB6711'RECOVERED IN GOOD CONDITION.  NOTE-- TREES HAVE GROWN NORTH OF THE
 AB6711'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6710 ***********************************************************************
 AB6710  TIDAL BM    -  This is a Tidal Bench Mark.
 AB6710  DESIGNATION -  853 1680 E TIDAL
 AB6710  PID         -  AB6710
 AB6710  STATE/COUNTY-  NJ/MONMOUTH
 AB6710  USGS QUAD   -  SANDY HOOK (1981)
 AB6710
 AB6710                         *CURRENT SURVEY CONTROL
 AB6710  ___________________________________________________________________
 AB6710* NAD 83(1986)-  40 28 07.     (N)    074 00 36.     (W)     SCALED    
 AB6710* NAVD 88     -         2.756  (meters)       9.04   (feet)  ADJUSTED  
 AB6710  ___________________________________________________________________
 AB6710  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 AB6710  DYNAMIC HT  -           2.755 (meters)       9.04  (feet)  COMP
 AB6710  MODELED GRAV-     980,205.3   (mgal)                       NAVD 88
 AB6710
 AB6710  VERT ORDER  -  FIRST     CLASS II
 AB6710
 AB6710.The horizontal coordinates were scaled from a topographic map and have
 AB6710.an estimated accuracy of +/- 6 seconds.
 AB6710
 AB6710.The orthometric height was determined by differential leveling
 AB6710.and adjusted by the National Geodetic Survey in May 2006..
 AB6710.No vertical observational check was made to the station.
 AB6710
 AB6710.This Tidal Bench Mark is designated as VM 327
 AB6710.by the Center for Operational Oceanographic Products and Services.
 AB6710
 AB6710.The geoid height was determined by GEOID03.
 AB6710
 AB6710.The dynamic height is computed by dividing the NAVD 88
 AB6710.geopotential number by the normal gravity value computed on the
 AB6710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6710.degrees latitude (g = 980.6199 gals.).
 AB6710
 AB6710.The modeled gravity was interpolated from observed gravity values.
 AB6710
 AB6710;                    North         East    Units  Estimated Accuracy
 AB6710;SPC NJ       -   181,660.      191,550.      MT  (+/- 180 meters Scaled)
 AB6710
 AB6710                          SUPERSEDED SURVEY CONTROL
 AB6710
 AB6710  NAVD 88 (09/26/96)    2.760  (m)            9.06   (f) UNKNOWN     1 2
 AB6710
 AB6710.Superseded values are not recommended for survey control.
 AB6710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6710.See file dsdata.txt to determine how the superseded data were derived.
 AB6710
 AB6710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK839802(NAD 83)
 AB6710_MARKER: DJ = TIDAL STATION DISK
 AB6710_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB6710_SP_SET: SLAB
 AB6710_STAMPING: 1680 E 1990
 AB6710_MARK LOGO: NOS   
 AB6710_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6710_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6710+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 AB6710
 AB6710  HISTORY     - Date     Condition        Report By
 AB6710  HISTORY     - 1990     MONUMENTED       NOS
 AB6710  HISTORY     - 19950626 GOOD             NJGS
 AB6710  HISTORY     - 20030717 GOOD             NJGS
 AB6710
 AB6710                          STATION DESCRIPTION
 AB6710
 AB6710'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 AB6710'THE STATION IS LOCATED ON THE SANDY HOOK PENINSULA ON THE GROUNDS OF
 AB6710'THE U.S.  COAST GUARD STATION AT SANDY HOOK, NEW JERSEY.  THE STATION
 AB6710'IS SET FLUSH IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE
 AB6710'SLAB FOR A BUS STOP STATION AT THE NORTHWEST CORNER OF THE PAVED
 AB6710'PARKING LOT, JUST NORTH OF THE COAST GUARD HEADQUARTERS BUILDING. THE
 AB6710'STATION IS 8.0 FT (2.4 M) NORTH FROM THE NORTH CURB OF THE PARKING
 AB6710'LOT, 14.0 FT (4.3 M) EAST NORTHEAST FROM A SQUARE ALUMINUM OVERHEAD
 AB6710'LIGHT POLE ON THE NORTH SIDE OF THE PARKING LOT AND 79.1 FT (24.1 M)
 AB6710'WEST FROM A SQUARE ALUMINUM OVERHEAD LIGHT POLE ON THE NORTH SIDE OF
 AB6710'THE PARKING LOT.
 AB6710
 AB6710                          STATION RECOVERY (2003)
 AB6710
 AB6710'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 AB6710'RECOVERED IN GOOD CONDITION.  NOTE--THE BUS STOP BUILDING HAS BEEN
 AB6710'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG9904 ***********************************************************************
 DG9904  DESIGNATION -  853 1680 F TIDAL
 DG9904  PID         -  DG9904
 DG9904  STATE/COUNTY-  NJ/MONMOUTH
 DG9904  USGS QUAD   -  SANDY HOOK (1981)
 DG9904
 DG9904                         *CURRENT SURVEY CONTROL
 DG9904  ___________________________________________________________________
 DG9904* NAD 83(1986)-  40 28 06.     (N)    074 00 23.     (W)     SCALED    
 DG9904* NAVD 88     -         1.796  (meters)       5.89   (feet)  ADJUSTED  
 DG9904  ___________________________________________________________________
 DG9904  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DG9904  DYNAMIC HT  -           1.795 (meters)       5.89  (feet)  COMP
 DG9904  MODELED GRAV-     980,204.4   (mgal)                       NAVD 88
 DG9904
 DG9904  VERT ORDER  -  FIRST     CLASS II
 DG9904
 DG9904.The horizontal coordinates were scaled from a topographic map and have
 DG9904.an estimated accuracy of +/- 6 seconds.
 DG9904
 DG9904.The orthometric height was determined by differential leveling
 DG9904.and adjusted by the National Geodetic Survey in May 2006..
 DG9904.No vertical observational check was made to the station.
 DG9904
 DG9904.The geoid height was determined by GEOID03.
 DG9904
 DG9904.The dynamic height is computed by dividing the NAVD 88
 DG9904.geopotential number by the normal gravity value computed on the
 DG9904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9904.degrees latitude (g = 980.6199 gals.).
 DG9904
 DG9904.The modeled gravity was interpolated from observed gravity values.
 DG9904
 DG9904;                    North         East    Units  Estimated Accuracy
 DG9904;SPC NJ       -   181,630.      191,860.      MT  (+/- 180 meters Scaled)
 DG9904
 DG9904                          SUPERSEDED SURVEY CONTROL
 DG9904
 DG9904.No superseded survey control is available for this station.
 DG9904
 DG9904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK842802(NAD 83)
 DG9904_MARKER: DJ = TIDAL STATION DISK
 DG9904_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG9904_STAMPING: 1680 F 1990
 DG9904_MARK LOGO: NOS   
 DG9904_PROJECTION: RECESSED 10 CENTIMETERS
 DG9904_MAGNETIC: I = MARKER IS A STEEL ROD
 DG9904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9904+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 DG9904_ROD/PIPE-DEPTH: 14.6 meters
 DG9904
 DG9904  HISTORY     - Date     Condition        Report By
 DG9904  HISTORY     - 1990     MONUMENTED       NOS
 DG9904  HISTORY     - 20030717 GOOD             NJGS
 DG9904
 DG9904                          STATION DESCRIPTION
 DG9904
 DG9904'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DG9904'THE STATION IS LOCATED IN THE GATEWAY NATIONAL RECREATION AREA, SANDY
 DG9904'HOOK.  EAST OF  THE INTERSECTION OF KEARNEY STREET AND CANFIELD ROADS
 DG9904'0.9 M WEST NORTHWEST OF THE  WEST CORNER OF A CHAINLINK FENCE
 DG9904'SURROUNDING THE SANDY HOOK MAINTENANCE FACILITY.
 DG9904' 
 DG9904'THE STATION IS ABOUT 60 M EAST OF THE MAIN GATE TO THE ENTRANCE GATE
 DG9904'TO THE SANDY HOOK  COAST GUARD STATION.  THE STATION IS 20.3 M EAST
 DG9904'SOUTHEAST OF A FIRE HYDRANT, 15.0 SOUTH  OF THE CENTERLINE OF THE GATE
 DG9904'TO THE SANDY HOOK MAINTENANCE DEPARTMENT ( LONG BRICK  MAINTENANCE
 DG9904'BUILDINGS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0711 ***********************************************************************
 KV0711  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0711  DESIGNATION -  853 1680 TIDAL 1
 KV0711  PID         -  KV0711
 KV0711  STATE/COUNTY-  NJ/MONMOUTH
 KV0711  USGS QUAD   -  SANDY HOOK (1981)
 KV0711
 KV0711                         *CURRENT SURVEY CONTROL
 KV0711  ___________________________________________________________________
 KV0711* NAD 83(1986)-  40 28 08.     (N)    074 00 27.     (W)     SCALED    
 KV0711* NAVD 88     -         3.426  (meters)      11.24   (feet)  ADJUSTED  
 KV0711  ___________________________________________________________________
 KV0711  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV0711  DYNAMIC HT  -           3.424 (meters)      11.23  (feet)  COMP
 KV0711  MODELED GRAV-     980,204.8   (mgal)                       NAVD 88
 KV0711
 KV0711  VERT ORDER  -  FIRST     CLASS II
 KV0711
 KV0711.The horizontal coordinates were scaled from a topographic map and have
 KV0711.an estimated accuracy of +/- 6 seconds.
 KV0711
 KV0711.The orthometric height was determined by differential leveling
 KV0711.and adjusted by the National Geodetic Survey in June 1991..
 KV0711
 KV0711.This Tidal Bench Mark is designated as VM 318
 KV0711.by the Center for Operational Oceanographic Products and Services.
 KV0711
 KV0711.The geoid height was determined by GEOID03.
 KV0711
 KV0711.The dynamic height is computed by dividing the NAVD 88
 KV0711.geopotential number by the normal gravity value computed on the
 KV0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0711.degrees latitude (g = 980.6199 gals.).
 KV0711
 KV0711.The modeled gravity was interpolated from observed gravity values.
 KV0711
 KV0711;                    North         East    Units  Estimated Accuracy
 KV0711;SPC NJ       -   181,690.      191,760.      MT  (+/- 180 meters Scaled)
 KV0711
 KV0711                          SUPERSEDED SURVEY CONTROL
 KV0711
 KV0711  NGVD 29 (04/16/92)    3.744  (m)           12.28   (f) ADJUSTED    1 2
 KV0711
 KV0711.Superseded values are not recommended for survey control.
 KV0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0711.See file dsdata.txt to determine how the superseded data were derived.
 KV0711
 KV0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK841802(NAD 83)
 KV0711_MARKER: DJ = TIDAL STATION DISK
 KV0711_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0711_SP_SET: WATER TANK FOUNDATION
 KV0711_STAMPING: 1 1915
 KV0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0711
 KV0711  HISTORY     - Date     Condition        Report By
 KV0711  HISTORY     - 1915     MONUMENTED       CGS
 KV0711  HISTORY     - 1952     GOOD             CGS
 KV0711  HISTORY     - 1972     GOOD             NGS
 KV0711  HISTORY     - 1979     GOOD             NGS
 KV0711  HISTORY     - 1992     MARK NOT FOUND   USPSQD
 KV0711
 KV0711                          STATION DESCRIPTION
 KV0711
 KV0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0711'AT FORT HANCOCK.
 KV0711'AT FORT HANCOCK, ON SANDY HOOK, ABOUT 120 YARDS NORTHEAST OF
 KV0711'U.S. DISTRICT ENGINEERS FIELD OFFICE (BUILDING NO. E 500),
 KV0711'IN THE TOP OF THE FOURTH LAYER OF STONE AT THE SOUTHEAST CORNER
 KV0711'OF A 90 BY 75-FOOT FOUNDATION OF A LARGE CYLINDRICAL WATER
 KV0711'TANK, 14 FEET NORTHWEST OF NORTHEAST CORNER OF A WAREHOUSE,
 KV0711'1 1/2 FEET EAST OF SOUTHEAST CORNER OF STONE FOUNDATION OF
 KV0711'WATER TANK AND ABOUT 8 FEET ABOVE GROUND.
 KV0711
 KV0711                          STATION RECOVERY (1972)
 KV0711
 KV0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KV0711'RECOVERED IN GOOD CONDITION.
 KV0711
 KV0711                          STATION RECOVERY (1979)
 KV0711
 KV0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0711'RECOVERED IN GOOD CONDITION.
 KV0711
 KV0711                          STATION RECOVERY (1992)
 KV0711
 KV0711'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0713 ***********************************************************************
 KV0713  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0713  DESIGNATION -  853 1680 TIDAL 6
 KV0713  PID         -  KV0713
 KV0713  STATE/COUNTY-  NJ/MONMOUTH
 KV0713  USGS QUAD   -  SANDY HOOK (1981)
 KV0713
 KV0713                         *CURRENT SURVEY CONTROL
 KV0713  ___________________________________________________________________
 KV0713* NAD 83(1986)-  40 27 40.     (N)    074 00 15.     (W)     SCALED    
 KV0713* NAVD 88     -         2.184  (meters)       7.17   (feet)  ADJUSTED  
 KV0713  ___________________________________________________________________
 KV0713  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV0713  DYNAMIC HT  -           2.183 (meters)       7.16  (feet)  COMP
 KV0713  MODELED GRAV-     980,202.8   (mgal)                       NAVD 88
 KV0713
 KV0713  VERT ORDER  -  FIRST     CLASS II
 KV0713
 KV0713.The horizontal coordinates were scaled from a topographic map and have
 KV0713.an estimated accuracy of +/- 6 seconds.
 KV0713
 KV0713.The orthometric height was determined by differential leveling
 KV0713.and adjusted by the National Geodetic Survey in June 1991..
 KV0713
 KV0713.This Tidal Bench Mark is designated as VM 15583
 KV0713.by the Center for Operational Oceanographic Products and Services.
 KV0713
 KV0713.The geoid height was determined by GEOID03.
 KV0713
 KV0713.The dynamic height is computed by dividing the NAVD 88
 KV0713.geopotential number by the normal gravity value computed on the
 KV0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0713.degrees latitude (g = 980.6199 gals.).
 KV0713
 KV0713.The modeled gravity was interpolated from observed gravity values.
 KV0713
 KV0713;                    North         East    Units  Estimated Accuracy
 KV0713;SPC NJ       -   180,830.      192,050.      MT  (+/- 180 meters Scaled)
 KV0713
 KV0713                          SUPERSEDED SURVEY CONTROL
 KV0713
 KV0713  NGVD 29 (04/16/92)    2.501  (m)            8.21   (f) ADJUSTED    1 2
 KV0713
 KV0713.Superseded values are not recommended for survey control.
 KV0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0713.See file dsdata.txt to determine how the superseded data were derived.
 KV0713
 KV0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK844794(NAD 83)
 KV0713_MARKER: DJ = TIDAL STATION DISK
 KV0713_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV0713_SP_SET: FLAGPOLE BASE
 KV0713_STAMPING: 6 1923
 KV0713_MARK LOGO: NONE  
 KV0713_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0713+STABILITY: SURFACE MOTION
 KV0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0713+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2003
 KV0713
 KV0713  HISTORY     - Date     Condition        Report By
 KV0713  HISTORY     - 1923     MONUMENTED       CGS
 KV0713  HISTORY     - 1964     GOOD             CGS
 KV0713  HISTORY     - 1979     GOOD             NGS
 KV0713  HISTORY     - 19920701 GOOD             USPSQD
 KV0713  HISTORY     - 19950623 GOOD             NJGS
 KV0713  HISTORY     - 19950630 GOOD             USPSQD
 KV0713  HISTORY     - 19971002 GOOD             USPSQD
 KV0713  HISTORY     - 20030523 GOOD             NJGS
 KV0713
 KV0713                          STATION DESCRIPTION
 KV0713
 KV0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0713'AT FORT HANCOCK.
 KV0713'AT FORT HANCOCK, ALONG HUDSON ROAD, ACORSS THE ROAD FROM THE
 KV0713'U.S. ARMY POST HEADQUARTERS, AT THE NORTH END OF PERSHING
 KV0713'FIELD AT THE FLAGPOLE, 75.5 FEET SOUTHWEST OF THE CENTER LINE
 KV0713'OF HUDSON ROAD, 41.0 FEET SOUTH OF BM (USE), 2.0 FEET NORTHWEST
 KV0713'OF A FLAGPOLE, ABOUT LEVEL WITH BM (USE) AND SET IN THE TOP OF
 KV0713'THE NORTHWEST CORNER OF CONCRETE BASE TO FLAGPOLE.
 KV0713
 KV0713                          STATION RECOVERY (1979)
 KV0713
 KV0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0713'NOTE--U.S. ARMY POST HEADQUARTERS IS NOW THE PARK OFFICE.
 KV0713
 KV0713                          STATION RECOVERY (1992)
 KV0713
 KV0713'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0713'RECOVERED IN GOOD CONDITION.
 KV0713
 KV0713                          STATION RECOVERY (1995)
 KV0713
 KV0713'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 KV0713'THE STATION IS LOCATED ON THE SANDY HOOK PENINSULA ON THE GROUNDS OF
 KV0713'THE FORT HANCOCK MILITARY RESERVATION, A PART OF THE GATEWAY NATIONAL
 KV0713'RECREATION AREA.  TO REACH THE STATION FROM THE SANDY HOOK RANGER
 KV0713'STATION AT THE ENTRANCE TO THE GATEWAY NATIONAL RECREATION AREA AT THE
 KV0713'DIVIDED ROADWAY, GO 2.45 MI (3.94 KM) NORTH ON THE PAVED ROAD, WHICH
 KV0713'BECOMES KNOWN AS HARTSHORNE DRIVE TO THE TEE JUNCTION WITH HUDSON ROAD
 KV0713'ON THE RIGHT.  TURN RIGHT AND GO 0.05 MI (0.08 KM) EAST ON HUDSON TO
 KV0713'THE FLAGPOLE AND THE STATION ON THE RIGHT, SET FLUSH IN THE CONCRETE
 KV0713'BASE OF THE FLAGPOLE, DIRECTLY OPPOSITE FROM THE FORMER U.S.  ARMY
 KV0713'POST HEADQUARTERS BUILDING, NOW USED AS THE PARK HEADQUARTERS.
 KV0713
 KV0713                          STATION RECOVERY (1995)
 KV0713
 KV0713'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0713'RECOVERED IN GOOD CONDITION.
 KV0713
 KV0713                          STATION RECOVERY (1997)
 KV0713
 KV0713'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV0713'RECOVERED IN GOOD CONDITION.
 KV0713
 KV0713                          STATION RECOVERY (2003)
 KV0713
 KV0713'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 KV0713'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0712 ***********************************************************************
 KV0712  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0712  DESIGNATION -  853 1680 TIDAL 8
 KV0712  PID         -  KV0712
 KV0712  STATE/COUNTY-  NJ/MONMOUTH
 KV0712  USGS QUAD   -  SANDY HOOK (1981)
 KV0712
 KV0712                         *CURRENT SURVEY CONTROL
 KV0712  ___________________________________________________________________
 KV0712* NAD 83(1986)-  40 28 00.     (N)    074 00 17.     (W)     SCALED    
 KV0712* NAVD 88     -         3.666  (meters)      12.03   (feet)  ADJUSTED  
 KV0712  ___________________________________________________________________
 KV0712  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV0712  DYNAMIC HT  -           3.664 (meters)      12.02  (feet)  COMP
 KV0712  MODELED GRAV-     980,203.9   (mgal)                       NAVD 88
 KV0712
 KV0712  VERT ORDER  -  FIRST     CLASS II
 KV0712
 KV0712.The horizontal coordinates were scaled from a topographic map and have
 KV0712.an estimated accuracy of +/- 6 seconds.
 KV0712
 KV0712.The orthometric height was determined by differential leveling
 KV0712.and adjusted by the National Geodetic Survey in September 1996..
 KV0712
 KV0712.This Tidal Bench Mark is designated as VM 322
 KV0712.by the Center for Operational Oceanographic Products and Services.
 KV0712
 KV0712.The geoid height was determined by GEOID03.
 KV0712
 KV0712.The dynamic height is computed by dividing the NAVD 88
 KV0712.geopotential number by the normal gravity value computed on the
 KV0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0712.degrees latitude (g = 980.6199 gals.).
 KV0712
 KV0712.The modeled gravity was interpolated from observed gravity values.
 KV0712
 KV0712;                    North         East    Units  Estimated Accuracy
 KV0712;SPC NJ       -   181,450.      192,000.      MT  (+/- 180 meters Scaled)
 KV0712
 KV0712                          SUPERSEDED SURVEY CONTROL
 KV0712
 KV0712  NAVD 88 (07/26/02)    3.676  (m)           12.06   (f) UNKNOWN     1 2
 KV0712  NAVD 88 (06/15/91)    3.678  (m)           12.07   (f) UNKNOWN     1 2
 KV0712  NGVD 29 (04/16/92)    3.996  (m)           13.11   (f) ADJUSTED    1 2
 KV0712
 KV0712.Superseded values are not recommended for survey control.
 KV0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0712.See file dsdata.txt to determine how the superseded data were derived.
 KV0712
 KV0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK843800(NAD 83)
 KV0712_MARKER: DJ = TIDAL STATION DISK
 KV0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0712_STAMPING: 8 1932
 KV0712_MARK LOGO: CGS   
 KV0712_PROJECTION: PROJECTING 10 CENTIMETERS
 KV0712_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0712+STABILITY: SURFACE MOTION
 KV0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0712+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2003
 KV0712
 KV0712  HISTORY     - Date     Condition        Report By
 KV0712  HISTORY     - 1932     MONUMENTED       CGS
 KV0712  HISTORY     - 1964     GOOD             CGS
 KV0712  HISTORY     - 1979     GOOD             NGS
 KV0712  HISTORY     - 19920701 POOR             USPSQD
 KV0712  HISTORY     - 19950622 MARK NOT FOUND   NJGS
 KV0712  HISTORY     - 19950630 MARK NOT FOUND   USPSQD
 KV0712  HISTORY     - 19951017 GOOD             NGS
 KV0712  HISTORY     - 19951017 GOOD             NGS
 KV0712  HISTORY     - 20030718 GOOD             NJGS
 KV0712
 KV0712                          STATION DESCRIPTION
 KV0712
 KV0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0712'0.2 MI S FROM FORT HANCOCK.
 KV0712'AT FORT HANCOCK, ABOUT 0.15 MILE SOUTH ALONG KEARNEY ROAD FROM
 KV0712'THE OLD ABANDONED SCHOOL HOUSE WHICH IS BUILDING NUMBER 109,
 KV0712'29.0 FEET NORTHEAST OF THE NORTHWEST CORNER OF BUILDING NUMBER
 KV0712'102, 10.0 FEET NORTH OF THE NORTHEAST CORNER OF BUILDING
 KV0712'NUMBER 102, 2.3 FEET NORTH OF THE NORTH EDGE OF SIDEWALK, ABOUT
 KV0712'3 FEET ABOVE KEARNEY ROAD AND IS SET IN THE TOP OF A CONCRETE
 KV0712'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 KV0712'NOTE-- BUILDING NUMBER 102 IS THE COAST GUARD HEADQUARTERS.
 KV0712
 KV0712                          STATION RECOVERY (1979)
 KV0712
 KV0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0712'RECOVERED IN GOOD CONDITION.
 KV0712
 KV0712                          STATION RECOVERY (1992)
 KV0712
 KV0712'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0712'MARK RECOVERED IN POOR CONDITION.
 KV0712
 KV0712                          STATION RECOVERY (1995)
 KV0712
 KV0712'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV0712'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV0712'SEARCH BY A TWO MAN PARTY.
 KV0712
 KV0712                          STATION RECOVERY (1995)
 KV0712
 KV0712'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0712'MARK NOT FOUND.
 KV0712
 KV0712                          STATION RECOVERY (1995)
 KV0712
 KV0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 KV0712'STATION IS LOCATED AT FORT HANCOCK NATIONAL PARK, 0.15 MI (0.24 KM) SE
 KV0712'FROM THE MAIN GATE OF THE SANDY HOOK COAST GUARD STATION.  TO REACH
 KV0712'THE STATION FROM THE INTERSECTION OF KEARNEY ROAD AND CANFIELD ROAD,
 KV0712'JUST OUTSIDE OF THE MAIN GATE OF THE COAST GUARD STATION, PROCEED 0.10
 KV0712'MI (0.16 KM) SOUTH ALONG KEARNEY RD FROM THE INTERSECTION TO THE
 KV0712'STATION AND A LARGE RECTANGULAR BRICK BUILDING WITH A FLAGPOLE ON A
 KV0712'SMALL BLUFF TO THE LEFT.  THE BUILDING IS NUMBERED 102 AND IS THE OLD
 KV0712'COAST GUARD HEADQUARTERS BUT IS NOW CALLED THE SANDY HOOK
 KV0712'ENVIRONMENTAL CENTER.  THE STATION IS LOCATED 29.0 FT (8.8 M) NE OF
 KV0712'THE NW CORNER OF THE BUILDING, 10.0 FT (3.0 M) NORTH OF THE NE CORNER
 KV0712'OF THE BUILDING, AND 2.3 FT (0.7 M) NORTH OF THE NORTH EDGE OF A
 KV0712'SIDEWALK.  THE STATION IS ABOUT 3 FT (0.9 M) ABOVE KEARNEY ROAD AND IS
 KV0712'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE
 KV0712'THE GROUND.
 KV0712
 KV0712                          STATION RECOVERY (1995)
 KV0712
 KV0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 KV0712'THE STATION IS LOCATED AT FORT HANCOCK NATIONAL PARK, 0.15 MI (0.24
 KV0712'KM) SE FROM THE MAIN OF THE SANDY HOOK COAST GUARD STATION.  TO REACH
 KV0712'THE STATION FROM THE INTERSECTION OF KEARNEY ROAD AND CANFIELD ROAD,
 KV0712'JUST OUTSIDE OF THE MAIN GATE OF THE COAST GUARD STATION, PROCEED 0.10
 KV0712'MI (0.16 KM) SOUTH ALONG KEARNEY RD FROM THE INTERSECTION TO THE
 KV0712'STATION AND A LARGE RECTANGULAR BRICK BUILDING WITH A FLAGPOLE ON A
 KV0712'SMALL BLUFF TO THE LEFT.  THE BUILDING IS NUMBERED 102 AND IS THE OLD
 KV0712'COAST GUARD HEADQUARTERS BUT IS NOW CALLED THE SANDY HOOK
 KV0712'ENVIRONMENTAL CENTER.  THE STATION IS LOCATED 29.0 FT (8.8 M) NE OF
 KV0712'THE NW CORNER OF THE BUILDING, 10.0 FT (3.0 M) NORTH OF THE NE CORNER
 KV0712'OF THE BUILDING, AND 2.3 FT (0.7 M) NORTH OF THE NORTH EDGE OF A
 KV0712'SIDEWALK.  THE STATION IS ABOUT 3 FT (0.9 M) ABOVE KEARNEY ROAD AND IS
 KV0712'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE
 KV0712'THE GROUND.
 KV0712
 KV0712                          STATION RECOVERY (2003)
 KV0712
 KV0712'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 KV0712'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0780 ***********************************************************************
 KU0780  DESIGNATION -  853 1735 TIDAL 3 1960
 KU0780  PID         -  KU0780
 KU0780  STATE/COUNTY-  NJ/MONMOUTH
 KU0780  USGS QUAD   -  SANDY HOOK (1981)
 KU0780
 KU0780                         *CURRENT SURVEY CONTROL
 KU0780  ___________________________________________________________________
 KU0780* NAD 83(1986)-  40 23 15.     (N)    073 58 34.     (W)     SCALED    
 KU0780* NAVD 88     -         1.143  (meters)       3.75   (feet)  ADJUSTED  
 KU0780  ___________________________________________________________________
 KU0780  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KU0780  DYNAMIC HT  -           1.142 (meters)       3.75  (feet)  COMP
 KU0780  MODELED GRAV-     980,183.8   (mgal)                       NAVD 88
 KU0780
 KU0780  VERT ORDER  -  FIRST     CLASS I
 KU0780
 KU0780.The horizontal coordinates were scaled from a topographic map and have
 KU0780.an estimated accuracy of +/- 6 seconds.
 KU0780
 KU0780.The orthometric height was determined by differential leveling
 KU0780.and adjusted by the National Geodetic Survey in June 1991..
 KU0780.WARNING-Repeat measurements at this control monument indicate possible
 KU0780.vertical movement.
 KU0780
 KU0780.The geoid height was determined by GEOID03.
 KU0780
 KU0780.The dynamic height is computed by dividing the NAVD 88
 KU0780.geopotential number by the normal gravity value computed on the
 KU0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0780.degrees latitude (g = 980.6199 gals.).
 KU0780
 KU0780.The modeled gravity was interpolated from observed gravity values.
 KU0780
 KU0780;                    North         East    Units  Estimated Accuracy
 KU0780;SPC NJ       -   172,670.      194,480.      MT  (+/- 180 meters Scaled)
 KU0780
 KU0780                          SUPERSEDED SURVEY CONTROL
 KU0780
 KU0780  NGVD 29 (04/16/92)    1.462  (m)            4.80   (f) ADJUSTED    1 1
 KU0780
 KU0780.Superseded values are not recommended for survey control.
 KU0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0780.See file dsdata.txt to determine how the superseded data were derived.
 KU0780
 KU0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK869712(NAD 83)
 KU0780_MARKER: DJ = TIDAL STATION DISK
 KU0780_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0780_SP_SET: SIDEWALK
 KU0780_STAMPING: NO 3 RESET 1960 1934
 KU0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0780
 KU0780  HISTORY     - Date     Condition        Report By
 KU0780  HISTORY     - 1960     MONUMENTED       CGS
 KU0780  HISTORY     - 1964     GOOD             NGS
 KU0780  HISTORY     - 1979     GOOD             NGS
 KU0780  HISTORY     - 19920722 MARK NOT FOUND   USPSQD
 KU0780
 KU0780                          STATION DESCRIPTION
 KU0780
 KU0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KU0780'1.7 MI N FROM SEA BRIGHT.
 KU0780'1.7 MILES NORTH ALONG OCEAN AVENUE FROM THE POST OFFICE AT SEA
 KU0780'BRIGHT, 46.3 FEET SOUTHEAST OF A WHITE FLAG POLE, 43.0 FEET
 KU0780'EAST OF THE EAST EDGE OF SHREWSBURY RIVER, 14.8 FEET EAST OF THE
 KU0780'EAST SIDE OF RED BRICK CHIMNEY, 0.6 FOOT NORTH OF THE NORTH SIDE
 KU0780'OF A GREY ASBESTOS SHINGLED HOUSE, ABOUT 75 YARDS WEST OF THE
 KU0780'CENTER LINE OF OCEAN AVENUE, DIRECTLY BEHIND HOUSE NUMBER 300,
 KU0780'ABOUT LEVEL WITH THE GROUND AND IS SET IN SIDEWALK.  NOTE-- THIS
 KU0780'MARK CAN ALSO BE REACHED BY GOING ABOUT 0.45 SOUTH ALONG OCEAN
 KU0780'AVENUE FROM THE EAST END OF STATE HIGHWAY 36 BRIDGE OVER SHREWSBURY
 KU0780'RIVER.
 KU0780
 KU0780                          STATION RECOVERY (1979)
 KU0780
 KU0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KU0780'RECOVERED IN GOOD CONDITION.
 KU0780
 KU0780                          STATION RECOVERY (1992)
 KU0780
 KU0780'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8472 ***********************************************************************
 AI8472  DESIGNATION -  853 1804 C TIDAL
 AI8472  PID         -  AI8472
 AI8472  STATE/COUNTY-  NJ/MONMOUTH
 AI8472  USGS QUAD   -  LONG BRANCH (1981)
 AI8472
 AI8472                         *CURRENT SURVEY CONTROL
 AI8472  ___________________________________________________________________
 AI8472* NAD 83(1986)-  40 21 40.     (N)    073 58 48.     (W)     SCALED    
 AI8472* NAVD 88     -         1.919  (meters)       6.30   (feet)  ADJUSTED  
 AI8472  ___________________________________________________________________
 AI8472  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 AI8472  DYNAMIC HT  -           1.918 (meters)       6.29  (feet)  COMP
 AI8472  MODELED GRAV-     980,178.9   (mgal)                       NAVD 88
 AI8472
 AI8472  VERT ORDER  -  FIRST     CLASS II
 AI8472
 AI8472.The horizontal coordinates were scaled from a topographic map and have
 AI8472.an estimated accuracy of +/- 6 seconds.
 AI8472
 AI8472.The orthometric height was determined by differential leveling
 AI8472.and adjusted by the National Geodetic Survey in March 2001..
 AI8472.No vertical observational check was made to the station.
 AI8472
 AI8472.The geoid height was determined by GEOID03.
 AI8472
 AI8472.The dynamic height is computed by dividing the NAVD 88
 AI8472.geopotential number by the normal gravity value computed on the
 AI8472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8472.degrees latitude (g = 980.6199 gals.).
 AI8472
 AI8472.The modeled gravity was interpolated from observed gravity values.
 AI8472
 AI8472;                    North         East    Units  Estimated Accuracy
 AI8472;SPC NJ       -   169,740.      194,170.      MT  (+/- 180 meters Scaled)
 AI8472
 AI8472                          SUPERSEDED SURVEY CONTROL
 AI8472
 AI8472.No superseded survey control is available for this station.
 AI8472
 AI8472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK866683(NAD 83)
 AI8472_MARKER: DJ = TIDAL STATION DISK
 AI8472_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI8472_STAMPING: 1804 C 1976
 AI8472_MARK LOGO: NOS   
 AI8472_PROJECTION: RECESSED 10 CENTIMETERS
 AI8472_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8472+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 AI8472_ROD/PIPE-DEPTH: 15.2 meters
 AI8472
 AI8472  HISTORY     - Date     Condition        Report By
 AI8472  HISTORY     - 1976     MONUMENTED       NOS
 AI8472  HISTORY     - 19980710 GOOD             NJGS
 AI8472  HISTORY     - 20030717 GOOD             NJGS
 AI8472
 AI8472                          STATION DESCRIPTION
 AI8472
 AI8472'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI8472'THE STATION IS LOCATED IN THE BOROUGH OF SEA BRIGHT ON THE EAST SIDE
 AI8472'OF STATE ROUTE 36.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI8472'STATE ROUTE 36 AND RUMSON ROAD, COUNTY ROAD 520, GO SOUTH ON STATE
 AI8472'ROUTE 36 FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT, SET IN THE
 AI8472'SOUTHERN OF TWO SMALL LANDSCAPED GRASS ISLANDS IN FRONT OF THE SEA
 AI8472'BRIGHT BOROUGH POLICE HEADQUARTERS.  THE STATION IS 18.2 M (59.7 FT)
 AI8472'WEST FROM THE SOUTH CORNER OF THE POLICE HEADQUARTERS BUILDING, 11.7 M
 AI8472'(38.4 FT) EAST FROM THE EAST CURB OF STATE ROUTE 36 AND 2.5 M (8.2 FT)
 AI8472'NORTH FROM THE SOUTH CURB OF THE GRASS ISLAND.
 AI8472
 AI8472                          STATION RECOVERY (2003)
 AI8472
 AI8472'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 AI8472'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8471 ***********************************************************************
 AI8471  DESIGNATION -  853 1804 D TIDAL
 AI8471  PID         -  AI8471
 AI8471  STATE/COUNTY-  NJ/MONMOUTH
 AI8471  USGS QUAD   -  LONG BRANCH (1981)
 AI8471
 AI8471                         *CURRENT SURVEY CONTROL
 AI8471  ___________________________________________________________________
 AI8471* NAD 83(1986)-  40 21 56.     (N)    073 58 29.     (W)     SCALED    
 AI8471* NAVD 88     -         1.184  (meters)       3.88   (feet)  ADJUSTED  
 AI8471  ___________________________________________________________________
 AI8471  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 AI8471  DYNAMIC HT  -           1.184 (meters)       3.88  (feet)  COMP
 AI8471  MODELED GRAV-     980,178.5   (mgal)                       NAVD 88
 AI8471
 AI8471  VERT ORDER  -  FIRST     CLASS II
 AI8471
 AI8471.The horizontal coordinates were scaled from a topographic map and have
 AI8471.an estimated accuracy of +/- 6 seconds.
 AI8471
 AI8471.The orthometric height was determined by differential leveling
 AI8471.and adjusted by the National Geodetic Survey in March 2001..
 AI8471.No vertical observational check was made to the station.
 AI8471
 AI8471.The geoid height was determined by GEOID03.
 AI8471
 AI8471.The dynamic height is computed by dividing the NAVD 88
 AI8471.geopotential number by the normal gravity value computed on the
 AI8471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8471.degrees latitude (g = 980.6199 gals.).
 AI8471
 AI8471.The modeled gravity was interpolated from observed gravity values.
 AI8471
 AI8471;                    North         East    Units  Estimated Accuracy
 AI8471;SPC NJ       -   170,230.      194,610.      MT  (+/- 180 meters Scaled)
 AI8471
 AI8471                          SUPERSEDED SURVEY CONTROL
 AI8471
 AI8471.No superseded survey control is available for this station.
 AI8471
 AI8471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK870688(NAD 83)
 AI8471_MARKER: DJ = TIDAL STATION DISK
 AI8471_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI8471_SP_SET: BRIDGE ABUTMENT
 AI8471_STAMPING: 1804 D 1977
 AI8471_MARK LOGO: NOS   
 AI8471_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8471+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 AI8471
 AI8471  HISTORY     - Date     Condition        Report By
 AI8471  HISTORY     - 1977     MONUMENTED       NOS
 AI8471  HISTORY     - 19971010 GOOD             NJGS
 AI8471  HISTORY     - 20030110 GOOD             NJGS
 AI8471  HISTORY     - 20030717 GOOD             NJGS
 AI8471
 AI8471                          STATION DESCRIPTION
 AI8471
 AI8471'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (FAC)
 AI8471'THE STATION IS LOCATED IN THE BOROUGH OF SEA BRIGHT, ON THE TOP OF THE
 AI8471'SOUTHEAST ABUTMENT FOOTING OF THE BRIDGE CARRYING RUMSON ROAD, COUNTY
 AI8471'ROAD 520, OVER THE SHREWSBURY RIVER.  TO REACH THE STATION FROM THE
 AI8471'INTERSECTION OF STATE ROUTE 36 AND RUMSON ROAD, COUNTY ROAD 520, GO
 AI8471'WEST ON COUNTY ROAD 520 FOR ABOUT 25 M (82.0 FT) TO THE STATION ON THE
 AI8471'LEFT, SET FLUSH IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST ABUTMENT
 AI8471'FOOTING.  THE STATION IS 1.5 FT (0.5 M) WEST SOUTHWEST FROM THE WEST
 AI8471'FACE OF THE SOUTHEAST ABUTMENT AND 2.0 FT (0.6 M) SOUTHEAST FROM THE
 AI8471'TIDE TELEMETRY STATION TIDE STAFF.
 AI8471
 AI8471                          STATION RECOVERY (2003)
 AI8471
 AI8471'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (SJM)
 AI8471'RECOVERED IN GOOD CONDITION.
 AI8471
 AI8471                          STATION RECOVERY (2003)
 AI8471
 AI8471'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 AI8471'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0803 ***********************************************************************
 KU0803  TIDAL BM    -  This is a Tidal Bench Mark.
 KU0803  DESIGNATION -  853 1991 TIDAL 3
 KU0803  PID         -  KU0803
 KU0803  STATE/COUNTY-  NJ/MONMOUTH
 KU0803  USGS QUAD   -  LONG BRANCH (1981)
 KU0803
 KU0803                         *CURRENT SURVEY CONTROL
 KU0803  ___________________________________________________________________
 KU0803* NAD 83(1986)-  40 18 15.     (N)    073 58 42.     (W)     SCALED    
 KU0803* NAVD 88     -         6.336  (meters)      20.79   (feet)  ADJUSTED  
 KU0803  ___________________________________________________________________
 KU0803  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KU0803  DYNAMIC HT  -           6.333 (meters)      20.78  (feet)  COMP
 KU0803  MODELED GRAV-     980,175.6   (mgal)                       NAVD 88
 KU0803
 KU0803  VERT ORDER  -  FIRST     CLASS I
 KU0803
 KU0803.The horizontal coordinates were scaled from a topographic map and have
 KU0803.an estimated accuracy of +/- 6 seconds.
 KU0803
 KU0803.The orthometric height was determined by differential leveling
 KU0803.and adjusted by the National Geodetic Survey in June 1991..
 KU0803
 KU0803.This Tidal Bench Mark is designated as VM 333
 KU0803.by the Center for Operational Oceanographic Products and Services.
 KU0803
 KU0803.The geoid height was determined by GEOID03.
 KU0803
 KU0803.The dynamic height is computed by dividing the NAVD 88
 KU0803.geopotential number by the normal gravity value computed on the
 KU0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0803.degrees latitude (g = 980.6199 gals.).
 KU0803
 KU0803.The modeled gravity was interpolated from observed gravity values.
 KU0803
 KU0803;                    North         East    Units  Estimated Accuracy
 KU0803;SPC NJ       -   163,420.      194,350.      MT  (+/- 180 meters Scaled)
 KU0803
 KU0803                          SUPERSEDED SURVEY CONTROL
 KU0803
 KU0803  NGVD 29 (04/16/92)    6.660  (m)           21.85   (f) ADJUSTED    1 1
 KU0803
 KU0803.Superseded values are not recommended for survey control.
 KU0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0803.See file dsdata.txt to determine how the superseded data were derived.
 KU0803
 KU0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK868620(NAD 83)
 KU0803_MARKER: DJ = TIDAL STATION DISK
 KU0803_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0803_SP_SET: STEP
 KU0803_STAMPING: TIDAL NO 3 1948
 KU0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0803
 KU0803  HISTORY     - Date     Condition        Report By
 KU0803  HISTORY     - 1948     MONUMENTED       CGS
 KU0803  HISTORY     - 1964     GOOD             NGS
 KU0803  HISTORY     - 1980     GOOD             NGS
 KU0803  HISTORY     - 19920521 MARK NOT FOUND   USPSQD
 KU0803
 KU0803                          STATION DESCRIPTION
 KU0803
 KU0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KU0803'AT LONG BRANCH.
 KU0803'AT LONG BRANCH, AT THE FUNLAND PARK BETWEEN SOUTH BROADWAY AND
 KU0803'LAIRD STREET, AT THE MONUMENT OF JOHN A. GARFIELD WHICH IS
 KU0803'LOCATED ACROSS OCEAN AVENUE FROM FUNLAND, ABOUT 2 INCHES ABOVE
 KU0803'THE GROUND AND IS SET IN THE TOP OF THE WEST STEP.
 KU0803
 KU0803                          STATION RECOVERY (1980)
 KU0803
 KU0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 KU0803'RECOVERED IN GOOD CONDITION.
 KU0803
 KU0803                          STATION RECOVERY (1992)
 KU0803
 KU0803'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0804 ***********************************************************************
 KU0804  TIDAL BM    -  This is a Tidal Bench Mark.
 KU0804  DESIGNATION -  853 1991 TIDAL CE 1
 KU0804  PID         -  KU0804
 KU0804  STATE/COUNTY-  NJ/MONMOUTH
 KU0804  USGS QUAD   -  LONG BRANCH (1981)
 KU0804
 KU0804                         *CURRENT SURVEY CONTROL
 KU0804  ___________________________________________________________________
 KU0804* NAD 83(1986)-  40 18 14.     (N)    073 58 42.     (W)     SCALED    
 KU0804* NAVD 88     -         6.401  (meters)      21.00   (feet)  ADJUSTED  
 KU0804  ___________________________________________________________________
 KU0804  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KU0804  DYNAMIC HT  -           6.398 (meters)      20.99  (feet)  COMP
 KU0804  MODELED GRAV-     980,175.6   (mgal)                       NAVD 88
 KU0804
 KU0804  VERT ORDER  -  FIRST     CLASS I
 KU0804
 KU0804.The horizontal coordinates were scaled from a topographic map and have
 KU0804.an estimated accuracy of +/- 6 seconds.
 KU0804
 KU0804.The orthometric height was determined by differential leveling
 KU0804.and adjusted by the National Geodetic Survey in June 1991..
 KU0804
 KU0804.This Tidal Bench Mark is designated as VM 330
 KU0804.by the Center for Operational Oceanographic Products and Services.
 KU0804
 KU0804.The geoid height was determined by GEOID03.
 KU0804
 KU0804.The dynamic height is computed by dividing the NAVD 88
 KU0804.geopotential number by the normal gravity value computed on the
 KU0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0804.degrees latitude (g = 980.6199 gals.).
 KU0804
 KU0804.The modeled gravity was interpolated from observed gravity values.
 KU0804
 KU0804;                    North         East    Units  Estimated Accuracy
 KU0804;SPC NJ       -   163,390.      194,350.      MT  (+/- 180 meters Scaled)
 KU0804
 KU0804                          SUPERSEDED SURVEY CONTROL
 KU0804
 KU0804  NGVD 29 (04/16/92)    6.725  (m)           22.06   (f) ADJUSTED    1 1
 KU0804
 KU0804.Superseded values are not recommended for survey control.
 KU0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0804.See file dsdata.txt to determine how the superseded data were derived.
 KU0804
 KU0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK868619(NAD 83)
 KU0804_MARKER: DJ = TIDAL STATION DISK
 KU0804_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0804_SP_SET: PILLAR
 KU0804_STAMPING: CE 1 1930
 KU0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0804
 KU0804  HISTORY     - Date     Condition        Report By
 KU0804  HISTORY     - 1930     MONUMENTED       CGS
 KU0804  HISTORY     - 1952     GOOD             NGS
 KU0804  HISTORY     - 1964     GOOD             NGS
 KU0804  HISTORY     - 1980     GOOD             NGS
 KU0804  HISTORY     - 19920521 MARK NOT FOUND   USPSQD
 KU0804
 KU0804                          STATION DESCRIPTION
 KU0804
 KU0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0804'AT LONG BRANCH.
 KU0804'AT LONG BRANCH, ALONG OCEAN AVENUE BETWEEN SOUTH BROADWAY AND
 KU0804'LAIRD STREET, AT FUNLAND PARK, SET VERTICALLY IN THE WEST FACE
 KU0804'OF THE SOUTH PILLAR OF A MONUMENT TO JOHN A. GARFIELD WHICH
 KU0804'IS LOCATED BETWEEN OCEAN AVENUE AND FUNLAND STADIUM.
 KU0804
 KU0804                          STATION RECOVERY (1964)
 KU0804
 KU0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU0804'RECOVERED IN GOOD CONDITION.
 KU0804
 KU0804                          STATION RECOVERY (1980)
 KU0804
 KU0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 KU0804'AT LONG BRANCH, ALONG OCEAN AVENUE BETWEEN SOUTH BROADWAY AND LAIRD
 KU0804'STREET, AT THE FUNLAND PARK, SET VERTICALLY IN THE WEST FACE OF THE
 KU0804'SOUTH PILLAR OF A MONUMENT TO JOHN A. GARFIELD WHICH IS LOCATED
 KU0804'BETWEEN OCEAN AVENUE AND FUNLAND STADIUM.
 KU0804
 KU0804                          STATION RECOVERY (1992)
 KU0804
 KU0804'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5232 ***********************************************************************
 AA5232  DESIGNATION -  853 2322 D TIDAL
 AA5232  PID         -  AA5232
 AA5232  STATE/COUNTY-  NJ/MONMOUTH
 AA5232  USGS QUAD   -  ASBURY PARK (1989)
 AA5232
 AA5232                         *CURRENT SURVEY CONTROL
 AA5232  ___________________________________________________________________
 AA5232* NAD 83(1996)-  40 11 41.55169(N)    074 02 22.16207(W)     ADJUSTED  
 AA5232* NAVD 88     -         2.2    (meters)       7.     (feet)  GPS OBS   
 AA5232  ___________________________________________________________________
 AA5232  X           -   1,341,532.376 (meters)                     COMP
 AA5232  Y           -  -4,690,678.512 (meters)                     COMP
 AA5232  Z           -   4,094,517.979 (meters)                     COMP
 AA5232  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 AA5232  ELLIP HEIGHT-         -30.68  (meters)          (10/23/02) GPS OBS
 AA5232  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 AA5232
 AA5232  HORZ ORDER  -  FIRST
 AA5232  ELLP ORDER  -  FOURTH    CLASS I
 AA5232
 AA5232.The horizontal coordinates were established by GPS observations
 AA5232.and adjusted by the National Geodetic Survey in May 1999..
 AA5232
 AA5232.The orthometric height was determined by GPS observations and a
 AA5232.high-resolution geoid model.
 AA5232
 AA5232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5232
 AA5232.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5232
 AA5232.The ellipsoidal height was determined by GPS observations
 AA5232.and is referenced to NAD 83.
 AA5232
 AA5232.The geoid height was determined by GEOID03.
 AA5232
 AA5232;                    North         East     Units Scale Factor Converg.
 AA5232;SPC NJ       -   151,252.230   189,208.904   MT  0.99991892   +0 17 50.0
 AA5232;SPC NJ       -   496,233.36    620,762.88   sFT  0.99991892   +0 17 50.0
 AA5232;UTM  18      - 4,449,829.151   581,755.991   MT  0.99968228   +0 37 11.8
 AA5232
 AA5232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5232!SPC NJ       -   1.00000481  x   0.99991892  =   0.99992373
 AA5232!UTM  18      -   1.00000481  x   0.99968228  =   0.99968709
 AA5232
 AA5232                          SUPERSEDED SURVEY CONTROL
 AA5232
 AA5232  ELLIP H (05/14/99)  -30.70   (m)                       GP(       ) 4 1
 AA5232  NAD 83(1992)-  40 11 41.55125(N)    074 02 22.16426(W) AD(       ) 1
 AA5232  ELLIP H (05/22/95)  -30.66   (m)                       GP(       ) 3 1
 AA5232
 AA5232.Superseded values are not recommended for survey control.
 AA5232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5232.See file dsdata.txt to determine how the superseded data were derived.
 AA5232
 AA5232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8175649829(NAD 83)
 AA5232_MARKER: DJ = TIDAL STATION DISK
 AA5232_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA5232_STAMPING: 2322 D 1976
 AA5232_MARK LOGO: NOS   
 AA5232_PROJECTION: RECESSED 10 CENTIMETERS
 AA5232_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5232+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1994
 AA5232_ROD/PIPE-DEPTH: 12   meters
 AA5232
 AA5232  HISTORY     - Date     Condition        Report By
 AA5232  HISTORY     - 1976     MONUMENTED       NOS
 AA5232  HISTORY     - 19940629 GOOD             NJGS
 AA5232
 AA5232                          STATION DESCRIPTION
 AA5232
 AA5232'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA5232'THE STATION IS LOCATED IN THE CITY OF NEPTUNE IN THE SHARK RIVER HILLS
 AA5232'SECTION.  TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 33
 AA5232'AND BRIGHTON ROAD, GO SOUTH ON BRIGHTON ROAD FOR 0.9 MI (1.4 KM) TO
 AA5232'THE INTERSECTION WITH LAKEWOOD ROAD.  TURN LEFT AND GO WEST ON
 AA5232'LAKEWOOD ROAD FOR 0.8 MI (1.3 KM) TO THE INTERSECTION WITH SOUTH
 AA5232'RIVERSIDE DRIVE. TURN RIGHT AND GO NORTH ON SOUTH RIVERSIDE DRIVE FOR
 AA5232'0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT.  THE STATION IS ALSO
 AA5232'0.05 MI (0.08 KM) NORTH FROM THE TEE INTERSECTION WITH BEVERLY WAY.
 AA5232'THE STATION IS 4.8 M (15.7 FT) WEST FROM THE WEST CURB OF SOUTH
 AA5232'RIVERSIDE DRIVE AND 25.4 M (83.3 FT) NORTHWEST FROM POLE NUMBER JC
 AA5232'1327 NT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6254 ***********************************************************************
 KV6254  DESIGNATION -  853 2337 A TIDAL
 KV6254  PID         -  KV6254
 KV6254  STATE/COUNTY-  NJ/MONMOUTH
 KV6254  USGS QUAD   -  ASBURY PARK (1989)
 KV6254
 KV6254                         *CURRENT SURVEY CONTROL
 KV6254  ___________________________________________________________________
 KV6254* NAD 83(1986)-  40 11 05.     (N)    074 00 39.     (W)     SCALED    
 KV6254* NAVD 88     -         4.516  (meters)      14.82   (feet)  ADJUSTED  
 KV6254  ___________________________________________________________________
 KV6254  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV6254  DYNAMIC HT  -           4.514 (meters)      14.81  (feet)  COMP
 KV6254  MODELED GRAV-     980,166.2   (mgal)                       NAVD 88
 KV6254
 KV6254  VERT ORDER  -  FIRST     CLASS II
 KV6254
 KV6254.The horizontal coordinates were scaled from a topographic map and have
 KV6254.an estimated accuracy of +/- 6 seconds.
 KV6254
 KV6254.The orthometric height was determined by differential leveling
 KV6254.and adjusted by the National Geodetic Survey in June 1991..
 KV6254
 KV6254.The geoid height was determined by GEOID03.
 KV6254
 KV6254.The dynamic height is computed by dividing the NAVD 88
 KV6254.geopotential number by the normal gravity value computed on the
 KV6254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6254.degrees latitude (g = 980.6199 gals.).
 KV6254
 KV6254.The modeled gravity was interpolated from observed gravity values.
 KV6254
 KV6254;                    North         East    Units  Estimated Accuracy
 KV6254;SPC NJ       -   150,140.      191,660.      MT  (+/- 180 meters Scaled)
 KV6254
 KV6254                          SUPERSEDED SURVEY CONTROL
 KV6254
 KV6254  NGVD 29 (01/10/92)    4.846  (m)           15.90   (f) ADJUSTED    1 2
 KV6254
 KV6254.Superseded values are not recommended for survey control.
 KV6254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6254.See file dsdata.txt to determine how the superseded data were derived.
 KV6254
 KV6254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK842487(NAD 83)
 KV6254_MARKER: DJ = TIDAL STATION DISK
 KV6254_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV6254_SP_SET: STAINLESS STEEL ROD
 KV6254_STAMPING: 2337 A 1976
 KV6254_MARK LOGO: NOS   
 KV6254_MAGNETIC: I = MARKER IS A STEEL ROD
 KV6254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6254+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1989
 KV6254
 KV6254  HISTORY     - Date     Condition        Report By
 KV6254  HISTORY     - 1976     MONUMENTED       NOS
 KV6254  HISTORY     - 19890530 GOOD             NJGS
 KV6254
 KV6254                          STATION DESCRIPTION
 KV6254
 KV6254'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6254'IN BELMAR, 0.16 KM (0.10 MI) SOUTH ALONG OCEAN AVENUE FROM THE SHARK
 KV6254'RIVER INLET BRIDGE, ACROSS OCEAN AVENUE FROM THE BELMAR FISHING CLUB,
 KV6254'IN THE SOUTHEAST VEE OF A TRIANGULAR SHAPED PARK IN THE NORTHEAST
 KV6254'SECTION OF BELMAR.  THE STATION IS 9.53 M (31.27 FT) WEST OF THE WEST
 KV6254'CURB OF OCEAN AVENUE, 6.12 M (20.08 FT) 6.12 M (20.08 FT) NORTHEAST
 KV6254'OF THE NORTH CURB OF RIVER AVENUE AND 11.54 M (37.86 FT) SOUTHEAST OF
 KV6254'A DOMED CONCRETE BASE FOR A FLAGPOLE NOW REMOVED.  THE STATION IS
 KV6254'RECESSED 0.1 M (0.3 FT) ON A STAINLESS STEEL ROD DRIVEN 12.2 M (40
 KV6254'FT) TO REFUSAL AND ENCASED IN A PIPE FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6255 ***********************************************************************
 KV6255  DESIGNATION -  853 2337 B TIDAL
 KV6255  PID         -  KV6255
 KV6255  STATE/COUNTY-  NJ/MONMOUTH
 KV6255  USGS QUAD   -  ASBURY PARK (1989)
 KV6255
 KV6255                         *CURRENT SURVEY CONTROL
 KV6255  ___________________________________________________________________
 KV6255* NAD 83(1986)-  40 11 08.     (N)    074 00 41.     (W)     SCALED    
 KV6255* NAVD 88     -         3.672  (meters)      12.05   (feet)  ADJUSTED  
 KV6255  ___________________________________________________________________
 KV6255  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV6255  DYNAMIC HT  -           3.671 (meters)      12.04  (feet)  COMP
 KV6255  MODELED GRAV-     980,166.3   (mgal)                       NAVD 88
 KV6255
 KV6255  VERT ORDER  -  FIRST     CLASS II
 KV6255
 KV6255.The horizontal coordinates were scaled from a topographic map and have
 KV6255.an estimated accuracy of +/- 6 seconds.
 KV6255
 KV6255.The orthometric height was determined by differential leveling
 KV6255.and adjusted by the National Geodetic Survey in June 1991..
 KV6255
 KV6255.The geoid height was determined by GEOID03.
 KV6255
 KV6255.The dynamic height is computed by dividing the NAVD 88
 KV6255.geopotential number by the normal gravity value computed on the
 KV6255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6255.degrees latitude (g = 980.6199 gals.).
 KV6255
 KV6255.The modeled gravity was interpolated from observed gravity values.
 KV6255
 KV6255;                    North         East    Units  Estimated Accuracy
 KV6255;SPC NJ       -   150,230.      191,610.      MT  (+/- 180 meters Scaled)
 KV6255
 KV6255                          SUPERSEDED SURVEY CONTROL
 KV6255
 KV6255  NGVD 29 (01/10/92)    4.003  (m)           13.13   (f) ADJUSTED    1 2
 KV6255
 KV6255.Superseded values are not recommended for survey control.
 KV6255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6255.See file dsdata.txt to determine how the superseded data were derived.
 KV6255
 KV6255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK841488(NAD 83)
 KV6255_MARKER: DJ = TIDAL STATION DISK
 KV6255_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV6255_SP_SET: STAINLESS STEEL ROD
 KV6255_STAMPING: 2337 B 1976
 KV6255_MARK LOGO: NOS   
 KV6255_MAGNETIC: I = MARKER IS A STEEL ROD
 KV6255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6255+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1989
 KV6255
 KV6255  HISTORY     - Date     Condition        Report By
 KV6255  HISTORY     - 1976     MONUMENTED       NOS
 KV6255  HISTORY     - 19890530 GOOD             NJGS
 KV6255
 KV6255                          STATION DESCRIPTION
 KV6255
 KV6255'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6255'IN BELMAR, IN THE NORTHWEST POINT OF A TRIANGULAR SHAPED PARK IN THE
 KV6255'NORTHEAST SECTION OF THE BOROUGH OF BELMAR, AT THE VEE FORMED BY
 KV6255'RIVER AVENUE AND FIRST AVENUE.  THE STATION IS 4.1 M (13.5 FT)
 KV6255'NORTHEAST OF THE CURBLINE OF RIVER AVENUE, 4.36 M (14.30 FT) SOUTH OF
 KV6255'THE CURBLINE OF FIRST AVENUE AND 7.05 M (23.13 FT) NORTHWEST OF POLE
 KV6255'NUMBER JC 2 BL.  THE STATION IS FLUSH WITH THE GROUND ON A STAINLESS
 KV6255'STEEL ROD DRIVEN 12.8 M (42 FT) TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6256 ***********************************************************************
 KV6256  DESIGNATION -  853 2337 C TIDAL
 KV6256  PID         -  KV6256
 KV6256  STATE/COUNTY-  NJ/MONMOUTH
 KV6256  USGS QUAD   -  ASBURY PARK (1989)
 KV6256
 KV6256                         *CURRENT SURVEY CONTROL
 KV6256  ___________________________________________________________________
 KV6256* NAD 83(1986)-  40 11 08.     (N)    074 00 45.     (W)     SCALED    
 KV6256* NAVD 88     -         3.480  (meters)      11.42   (feet)  ADJUSTED  
 KV6256  ___________________________________________________________________
 KV6256  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV6256  DYNAMIC HT  -           3.479 (meters)      11.41  (feet)  COMP
 KV6256  MODELED GRAV-     980,166.4   (mgal)                       NAVD 88
 KV6256
 KV6256  VERT ORDER  -  FIRST     CLASS II
 KV6256
 KV6256.The horizontal coordinates were scaled from a topographic map and have
 KV6256.an estimated accuracy of +/- 6 seconds.
 KV6256
 KV6256.The orthometric height was determined by differential leveling
 KV6256.and adjusted by the National Geodetic Survey in June 1991..
 KV6256
 KV6256.The geoid height was determined by GEOID03.
 KV6256
 KV6256.The dynamic height is computed by dividing the NAVD 88
 KV6256.geopotential number by the normal gravity value computed on the
 KV6256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6256.degrees latitude (g = 980.6199 gals.).
 KV6256
 KV6256.The modeled gravity was interpolated from observed gravity values.
 KV6256
 KV6256;                    North         East    Units  Estimated Accuracy
 KV6256;SPC NJ       -   150,230.      191,510.      MT  (+/- 180 meters Scaled)
 KV6256
 KV6256                          SUPERSEDED SURVEY CONTROL
 KV6256
 KV6256  NGVD 29 (01/10/92)    3.811  (m)           12.50   (f) ADJUSTED    1 2
 KV6256
 KV6256.Superseded values are not recommended for survey control.
 KV6256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6256.See file dsdata.txt to determine how the superseded data were derived.
 KV6256
 KV6256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK840488(NAD 83)
 KV6256_MARKER: DJ = TIDAL STATION DISK
 KV6256_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV6256_SP_SET: STAINLESS STEEL ROD
 KV6256_STAMPING: 2337 C 1976
 KV6256_MARK LOGO: NOS   
 KV6256_MAGNETIC: I = MARKER IS A STEEL ROD
 KV6256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6256+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1989
 KV6256
 KV6256  HISTORY     - Date     Condition        Report By
 KV6256  HISTORY     - 1976     MONUMENTED       NOS
 KV6256  HISTORY     - 19890530 GOOD             NJGS
 KV6256
 KV6256                          STATION DESCRIPTION
 KV6256
 KV6256'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6256'IN BELMAR, NEAR THE SOUTHWEST CORNER OF THE INTERSECTION OF FIRST
 KV6256'AVENUE AND A STREET, IN THE NORTHEAST SECTION OF BELMAR.  THE STATION
 KV6256'IS 1.21 M (3.97 FT) SOUTH OF THE SOUTH CURB OF FIRST AVENUE, 21.14 M
 KV6256'(69.36 FT) WEST OF THE WEST CURBLINE OF A STREET, 9.7 M (31.8 FT)
 KV6256'NORTH OF THE NORTHWEST CONCRETE PORCH CORNER OF HOUSE NUMBER 201
 KV6256'FIRST AVENUE AND 2.4 M (7.9 FT) WEST OF AN EAST WEST SIDEWALK.  THE
 KV6256'STATION IS RECESSED 0.02 M (0.07 FT) .  ON A STAINLESS STEEL ROD
 KV6256'DRIVEN 15.8 M (52 FT) TO REFUSAL AND ENCASED IN A PIPE FLUSH WITH
 KV6256'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6260 ***********************************************************************
 KV6260  DESIGNATION -  853 2339 A TIDAL
 KV6260  PID         -  KV6260
 KV6260  STATE/COUNTY-  NJ/MONMOUTH
 KV6260  USGS QUAD   -  ASBURY PARK (1989)
 KV6260
 KV6260                         *CURRENT SURVEY CONTROL
 KV6260  ___________________________________________________________________
 KV6260* NAD 83(1986)-  40 11 11.     (N)    074 01 35.     (W)     SCALED    
 KV6260* NAVD 88     -         1.703  (meters)       5.59   (feet)  ADJUSTED  
 KV6260  ___________________________________________________________________
 KV6260  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV6260  DYNAMIC HT  -           1.703 (meters)       5.59  (feet)  COMP
 KV6260  MODELED GRAV-     980,167.5   (mgal)                       NAVD 88
 KV6260
 KV6260  VERT ORDER  -  FIRST     CLASS II
 KV6260
 KV6260.The horizontal coordinates were scaled from a topographic map and have
 KV6260.an estimated accuracy of +/- 6 seconds.
 KV6260
 KV6260.The orthometric height was determined by differential leveling
 KV6260.and adjusted by the National Geodetic Survey in June 1991..
 KV6260
 KV6260.The geoid height was determined by GEOID03.
 KV6260
 KV6260.The dynamic height is computed by dividing the NAVD 88
 KV6260.geopotential number by the normal gravity value computed on the
 KV6260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6260.degrees latitude (g = 980.6199 gals.).
 KV6260
 KV6260.The modeled gravity was interpolated from observed gravity values.
 KV6260
 KV6260;                    North         East    Units  Estimated Accuracy
 KV6260;SPC NJ       -   150,320.      190,330.      MT  (+/- 180 meters Scaled)
 KV6260
 KV6260                          SUPERSEDED SURVEY CONTROL
 KV6260
 KV6260  NGVD 29 (01/10/92)    2.033  (m)            6.67   (f) ADJUSTED    1 2
 KV6260
 KV6260.Superseded values are not recommended for survey control.
 KV6260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6260.See file dsdata.txt to determine how the superseded data were derived.
 KV6260
 KV6260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK828488(NAD 83)
 KV6260_MARKER: DJ = TIDAL STATION DISK
 KV6260_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV6260_SP_SET: COPPER-CLAD STEEL ROD
 KV6260_STAMPING: 2339 A 1976
 KV6260_MARK LOGO: NOS   
 KV6260_PROJECTION: RECESSED 1 CENTIMETERS
 KV6260_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6260+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1989
 KV6260_ROD/PIPE-DEPTH: 15.2 meters
 KV6260
 KV6260  HISTORY     - Date     Condition        Report By
 KV6260  HISTORY     - 1976     MONUMENTED       NOS
 KV6260  HISTORY     - 19890509 GOOD             NJGS
 KV6260  HISTORY     - 20010309 MARK NOT FOUND   INDIV
 KV6260
 KV6260                          STATION DESCRIPTION
 KV6260
 KV6260'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6260'THE STATION IS IN BELMAR, ON THE NORTH SIDE OF THE SHARK RIVER
 KV6260'ISLAND, 0.2 KM (0.1 MI) WEST ON SEA VIEW DRIVE FROM ITS JUNCTION WITH
 KV6260'STATE HIGHWAY ROUTE 35 TO THE ENTRANCE OF THE SHARK RIVER MARINA,
 KV6260'ABOUT 68.6 M (225.1 FT) EAST FROM THE SOUTHEAST CORNER OF THE MARINA
 KV6260'BUILDING, 1 STORY GRAY FRAME, SET AT THE SOUTHWEST SIDE OF A FILL
 KV6260'AREA PENINSULA BETWEEN TWO DOCK AREAS.  THE STATION IS 7.8 M (25.6
 KV6260'FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE BULKHEAD OF THE WESTERLY
 KV6260'DOCK AREA, 12.4 M (40.7 FT) WEST OF THE SOUTHWEST CORNER OF THE
 KV6260'BULKHEAD OF EASTERLY DOCK AREA, 8.4 M (27.6 FT) SOUTHEAST OF A POLE
 KV6260'AT SOUTHEAST CORNER OF THE WESTERLY DOCK AREA, 13.15 M (43.14 FT)
 KV6260'WEST OF THE POLE AT THE CORNER OF THE BULKHEAD OF THE EASTERLY DOCK
 KV6260'AREA, 49.3 M (161.7 FT) NORTHEAST OF THE CENTERLINE OF SEA VIEW DRIVE
 KV6260'AND 21.5 M (70.5 FT) SOUTHEAST OF THE CENTER OF A SINGLE GRATE INLET.
 KV6260'THE STATION IS 0.1 M (0.3 FT) BELOW THE GROUND.
 KV6260
 KV6260                          STATION RECOVERY (2001)
 KV6260
 KV6260'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JFP)
 KV6260'AREA UNDER CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6259 ***********************************************************************
 KV6259  DESIGNATION -  853 2339 C TIDAL
 KV6259  PID         -  KV6259
 KV6259  STATE/COUNTY-  NJ/MONMOUTH
 KV6259  USGS QUAD   -  ASBURY PARK (1989)
 KV6259
 KV6259                         *CURRENT SURVEY CONTROL
 KV6259  ___________________________________________________________________
 KV6259* NAD 83(1986)-  40 11 13.     (N)    074 01 31.     (W)     SCALED    
 KV6259* NAVD 88     -         5.725  (meters)      18.78   (feet)  ADJUSTED  
 KV6259  ___________________________________________________________________
 KV6259  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV6259  DYNAMIC HT  -           5.723 (meters)      18.78  (feet)  COMP
 KV6259  MODELED GRAV-     980,167.5   (mgal)                       NAVD 88
 KV6259
 KV6259  VERT ORDER  -  FIRST     CLASS II
 KV6259
 KV6259.The horizontal coordinates were scaled from a topographic map and have
 KV6259.an estimated accuracy of +/- 6 seconds.
 KV6259
 KV6259.The orthometric height was determined by differential leveling
 KV6259.and adjusted by the National Geodetic Survey in June 1991..
 KV6259
 KV6259.The geoid height was determined by GEOID03.
 KV6259
 KV6259.The dynamic height is computed by dividing the NAVD 88
 KV6259.geopotential number by the normal gravity value computed on the
 KV6259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6259.degrees latitude (g = 980.6199 gals.).
 KV6259
 KV6259.The modeled gravity was interpolated from observed gravity values.
 KV6259
 KV6259;                    North         East    Units  Estimated Accuracy
 KV6259;SPC NJ       -   150,380.      190,420.      MT  (+/- 180 meters Scaled)
 KV6259
 KV6259                          SUPERSEDED SURVEY CONTROL
 KV6259
 KV6259  NGVD 29 (01/10/92)    6.055  (m)           19.87   (f) ADJUSTED    1 2
 KV6259
 KV6259.Superseded values are not recommended for survey control.
 KV6259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6259.See file dsdata.txt to determine how the superseded data were derived.
 KV6259
 KV6259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK829489(NAD 83)
 KV6259_MARKER: DJ = TIDAL STATION DISK
 KV6259_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6259_SP_SET: BRIDGE PIER FOOTING
 KV6259_STAMPING: 2339 C 1976
 KV6259_MARK LOGO: NOS   
 KV6259_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6259+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1989
 KV6259
 KV6259  HISTORY     - Date     Condition        Report By
 KV6259  HISTORY     - 1976     MONUMENTED       NOS
 KV6259  HISTORY     - 19890509 GOOD             NJGS
 KV6259
 KV6259                          STATION DESCRIPTION
 KV6259
 KV6259'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6259'THE STATION IS IN NEPTUNE CITY, ON THE NORTHEAST PIER OF THE STATE
 KV6259'ROUTE 35 NORTH BRIDGE TO SHARK ISLAND.  THE STATION IS 8.2 METERS
 KV6259'WEST OF THE WEST TRACK OF THE NEW JERSEY TRANSIT LINE, 8.0 METERS
 KV6259'SOUTH OF THE NORTHEAST HEADWALL AND 0.54 METERS EAST OF THE BRIDGE
 KV6259'RAILING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6257 ***********************************************************************
 KV6257  DESIGNATION -  853 2339 D TIDAL
 KV6257  PID         -  KV6257
 KV6257  STATE/COUNTY-  NJ/MONMOUTH
 KV6257  USGS QUAD   -  ASBURY PARK (1989)
 KV6257
 KV6257                         *CURRENT SURVEY CONTROL
 KV6257  ___________________________________________________________________
 KV6257* NAD 83(1986)-  40 11 17.     (N)    074 01 30.     (W)     SCALED    
 KV6257* NAVD 88     -         3.555  (meters)      11.66   (feet)  ADJUSTED  
 KV6257  ___________________________________________________________________
 KV6257  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV6257  DYNAMIC HT  -           3.553 (meters)      11.66  (feet)  COMP
 KV6257  MODELED GRAV-     980,167.6   (mgal)                       NAVD 88
 KV6257
 KV6257  VERT ORDER  -  FIRST     CLASS II
 KV6257
 KV6257.The horizontal coordinates were scaled from a topographic map and have
 KV6257.an estimated accuracy of +/- 6 seconds.
 KV6257
 KV6257.The orthometric height was determined by differential leveling
 KV6257.and adjusted by the National Geodetic Survey in June 1991..
 KV6257
 KV6257.The geoid height was determined by GEOID03.
 KV6257
 KV6257.The dynamic height is computed by dividing the NAVD 88
 KV6257.geopotential number by the normal gravity value computed on the
 KV6257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6257.degrees latitude (g = 980.6199 gals.).
 KV6257
 KV6257.The modeled gravity was interpolated from observed gravity values.
 KV6257
 KV6257;                    North         East    Units  Estimated Accuracy
 KV6257;SPC NJ       -   150,500.      190,450.      MT  (+/- 180 meters Scaled)
 KV6257
 KV6257                          SUPERSEDED SURVEY CONTROL
 KV6257
 KV6257  NGVD 29 (01/10/92)    3.885  (m)           12.75   (f) ADJUSTED    1 2
 KV6257
 KV6257.Superseded values are not recommended for survey control.
 KV6257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6257.See file dsdata.txt to determine how the superseded data were derived.
 KV6257
 KV6257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK829490(NAD 83)
 KV6257_MARKER: DJ = TIDAL STATION DISK
 KV6257_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV6257_SP_SET: COPPER-CLAD STEEL ROD
 KV6257_STAMPING: 2339 D 1976
 KV6257_MARK LOGO: NOS   
 KV6257_PROJECTION: FLUSH
 KV6257_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6257+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1989
 KV6257_ROD/PIPE-DEPTH: 12.1 meters
 KV6257
 KV6257  HISTORY     - Date     Condition        Report By
 KV6257  HISTORY     - 1976     MONUMENTED       NOS
 KV6257  HISTORY     - 19890509 GOOD             NJGS
 KV6257  HISTORY     - 20010309 MARK NOT FOUND   INDIV
 KV6257
 KV6257                          STATION DESCRIPTION
 KV6257
 KV6257'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6257'THE STATION IS IN NEPTUNE CITY, IN A TRAFFIC ISLAND SEPARATING THE
 KV6257'NORTH AND SOUTH BOUND LANES OF STATE HIGHWAY ROUTE 35, NORTH OF THE
 KV6257'NORTH END OF THE ROUTE 35 BRIDGE OVER THE NORTH ARM OF THE SHARK
 KV6257'RIVER.  THE STATION IS 13.56 M (44.49 FT) NORTHEAST OF GUY POLE
 KV6257'NUMBER PT 946 NT, 9.0 M (29.5 FT) EAST OF THE EAST CURBLINE OF
 KV6257'SOUTHBOUND ROUTE 35, 6.44 M (21.13 FT) WEST OF THE WEST CURBLINE OF
 KV6257'NORTHBOUND ROUTE 35, 17.35 M (56.92 FT) SOUTH SOUTHEAST OF THE
 KV6257'SOUTHEAST EDGE OF A CATCH BASIN AND 1 M (3.3 FT) NORTH OF THE NORTH
 KV6257'CURBLINE EXTENDED OF A STREET NAMED, SOUTH CONCOURSE.  THE STATION IS
 KV6257'10 CM BELOW THE GROUND, IN A PVC PIPE WHICH IS FLUSH WITH THE GROUND
 KV6257'AND SURROUNDED BY A CONCRETE COLLAR.
 KV6257
 KV6257                          STATION RECOVERY (2001)
 KV6257
 KV6257'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JFP)
 KV6257'AREA UNDER CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6268 ***********************************************************************
 KV6268  DESIGNATION -  853 2371 A TIDAL
 KV6268  PID         -  KV6268
 KV6268  STATE/COUNTY-  NJ/MONMOUTH
 KV6268  USGS QUAD   -  ASBURY PARK (1989)
 KV6268
 KV6268                         *CURRENT SURVEY CONTROL
 KV6268  ___________________________________________________________________
 KV6268* NAD 83(1986)-  40 10 30.     (N)    074 02 43.     (W)     SCALED    
 KV6268* NAVD 88     -         4.372  (meters)      14.34   (feet)  ADJUSTED  
 KV6268  ___________________________________________________________________
 KV6268  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV6268  DYNAMIC HT  -           4.370 (meters)      14.34  (feet)  COMP
 KV6268  MODELED GRAV-     980,167.1   (mgal)                       NAVD 88
 KV6268
 KV6268  VERT ORDER  -  FIRST     CLASS II
 KV6268
 KV6268.The horizontal coordinates were scaled from a topographic map and have
 KV6268.an estimated accuracy of +/- 6 seconds.
 KV6268
 KV6268.The orthometric height was determined by differential leveling
 KV6268.and adjusted by the National Geodetic Survey in June 1991..
 KV6268
 KV6268.The geoid height was determined by GEOID03.
 KV6268
 KV6268.The dynamic height is computed by dividing the NAVD 88
 KV6268.geopotential number by the normal gravity value computed on the
 KV6268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6268.degrees latitude (g = 980.6199 gals.).
 KV6268
 KV6268.The modeled gravity was interpolated from observed gravity values.
 KV6268
 KV6268;                    North         East    Units  Estimated Accuracy
 KV6268;SPC NJ       -   149,040.      188,730.      MT  (+/- 180 meters Scaled)
 KV6268
 KV6268                          SUPERSEDED SURVEY CONTROL
 KV6268
 KV6268  NGVD 29 (01/10/92)    4.702  (m)           15.43   (f) ADJUSTED    1 2
 KV6268
 KV6268.Superseded values are not recommended for survey control.
 KV6268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6268.See file dsdata.txt to determine how the superseded data were derived.
 KV6268
 KV6268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK812476(NAD 83)
 KV6268_MARKER: DJ = TIDAL STATION DISK
 KV6268_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV6268_SP_SET: COPPER-CLAD STEEL ROD
 KV6268_STAMPING: 2371 A 1976
 KV6268_MARK LOGO: NOS   
 KV6268_PROJECTION: RECESSED 2 CENTIMETERS
 KV6268_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6268+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1989
 KV6268_ROD/PIPE-DEPTH: 12.2 meters
 KV6268
 KV6268  HISTORY     - Date     Condition        Report By
 KV6268  HISTORY     - 1976     MONUMENTED       NOS
 KV6268  HISTORY     - 19890613 GOOD             NJGS
 KV6268
 KV6268                          STATION DESCRIPTION
 KV6268
 KV6268'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6268'THE STATION IS IN WALL TOWNSHIP, LOCATED IN THE FRONT YARD OF HOUSE
 KV6268'NO. 1740, STATE HIGHWAY 35.  TO REACH THE STATION FROM THE JUNCTION
 KV6268'OF STATE ROUTES 35 AND 138 GO 0.32 KM (0.20 MI) NORTHEAST ON ROUTE 35
 KV6268'TO ITS JUNCTION WITH BELMAR BLVD., TURN LEFT AND GO WEST 0.38 KM
 KV6268'(0.24 MI) TO THE DRIVEWAY OF HOUSE NO. 1740, TURN RIGHT AND GO 82 M
 KV6268'(269.0 FT) TO STATION AT A WOODEN FLAG POLE, 19.15 M (62.83 FT)
 KV6268'SOUTHEAST FROM THE SOUTHWEST CORNER OF HOUSE NO. 1740, 10.3 M (33.8
 KV6268'FT) SOUTH SOUTHEAST FROM THE SOUTHEAST CORNER OF HOUSE 1740, 1 M (3.3
 KV6268'FT) WEST FROM THE WOODEN FLAG POLE, 15.4 M (50.5 FT) SOUTH SOUTHEAST
 KV6268'FROM THE SOUTHEAST CORNER OF THE BOTTOM STEP TO PORCH OF HOUSE 1740,
 KV6268'9.95 M (32.64 FT) NORTH NORTHEAST FROM THE NORTHEAST CORNER OF A
 KV6268'BRICK CHIMNEY OF HOUSE 1738 AND 0.02 M (0.07 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6267 ***********************************************************************
 KV6267  DESIGNATION -  853 2371 B TIDAL
 KV6267  PID         -  KV6267
 KV6267  STATE/COUNTY-  NJ/MONMOUTH
 KV6267  USGS QUAD   -  ASBURY PARK (1989)
 KV6267
 KV6267                         *CURRENT SURVEY CONTROL
 KV6267  ___________________________________________________________________
 KV6267* NAD 83(1986)-  40 10 39.     (N)    074 02 43.     (W)     SCALED    
 KV6267* NAVD 88     -         5.572  (meters)      18.28   (feet)  ADJUSTED  
 KV6267  ___________________________________________________________________
 KV6267  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV6267  DYNAMIC HT  -           5.569 (meters)      18.27  (feet)  COMP
 KV6267  MODELED GRAV-     980,167.6   (mgal)                       NAVD 88
 KV6267
 KV6267  VERT ORDER  -  FIRST     CLASS II
 KV6267
 KV6267.The horizontal coordinates were scaled from a topographic map and have
 KV6267.an estimated accuracy of +/- 6 seconds.
 KV6267
 KV6267.The orthometric height was determined by differential leveling
 KV6267.and adjusted by the National Geodetic Survey in June 1991..
 KV6267
 KV6267.The geoid height was determined by GEOID03.
 KV6267
 KV6267.The dynamic height is computed by dividing the NAVD 88
 KV6267.geopotential number by the normal gravity value computed on the
 KV6267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6267.degrees latitude (g = 980.6199 gals.).
 KV6267
 KV6267.The modeled gravity was interpolated from observed gravity values.
 KV6267
 KV6267;                    North         East    Units  Estimated Accuracy
 KV6267;SPC NJ       -   149,320.      188,730.      MT  (+/- 180 meters Scaled)
 KV6267
 KV6267                          SUPERSEDED SURVEY CONTROL
 KV6267
 KV6267  NGVD 29 (01/10/92)    5.901  (m)           19.36   (f) ADJUSTED    1 2
 KV6267
 KV6267.Superseded values are not recommended for survey control.
 KV6267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6267.See file dsdata.txt to determine how the superseded data were derived.
 KV6267
 KV6267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK812478(NAD 83)
 KV6267_MARKER: DJ = TIDAL STATION DISK
 KV6267_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV6267_SP_SET: COPPER-CLAD STEEL ROD
 KV6267_STAMPING: 2371 B 1976
 KV6267_MARK LOGO: NOS   
 KV6267_PROJECTION: RECESSED 2 CENTIMETERS
 KV6267_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6267+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1989
 KV6267_ROD/PIPE-DEPTH: 13.4 meters
 KV6267
 KV6267  HISTORY     - Date     Condition        Report By
 KV6267  HISTORY     - 1976     MONUMENTED       NOS
 KV6267  HISTORY     - 19890613 GOOD             NJGS
 KV6267
 KV6267                          STATION DESCRIPTION
 KV6267
 KV6267'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6267'THE STATION IS IN WALL TOWNSHIP, ON THE NORTH SIDE OF BELMAR BLVD.
 KV6267'TO REACH STATION FROM THE JUNCTION OF STATE ROUTES 35 AND 138, GO
 KV6267'NORTHEAST ON ROUTE 35 FOR 0.32 KM (0.20 MI) TO BELMAR BLVD., TURN
 KV6267'LEFT AND GO WEST FOR 0.38 KM (0.24 MI) TO STATION ON RIGHT.  THE
 KV6267'STATION IS SET INSIDE A 4 INCH DIAMETER PVC PIPE, 0.85 M (2.79 FT)
 KV6267'NORTH FROM THE FACE OF THE NORTH CURB, 5.5 M (18.0 FT) NORTH FROM THE
 KV6267'CENTER LINE OF BELMAR BLVD., 0.85 M (2.79 FT) EAST NORTHEAST FROM
 KV6267'UTILITY POLE JC 6315, 6.85 M (22.47 FT) EAST FROM THE CENTERLINE OF
 KV6267'THE DRIVEWAY TO HOUSE NO. 1740, 14.4 M (47.2 FT) NORTH NORTHWEST
 KV6267'FROM A WATER VALVE, 21.1 M (69.2 FT) SOUTH SOUTHEAST FROM THE
 KV6267'SOUTHWEST CORNER OF A CONCRETE BLOCK GARAGE AND 0.02 M (0.07 FT)
 KV6267'BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6266 ***********************************************************************
 KV6266  DESIGNATION -  853 2371 C TIDAL
 KV6266  PID         -  KV6266
 KV6266  STATE/COUNTY-  NJ/MONMOUTH
 KV6266  USGS QUAD   -  ASBURY PARK (1989)
 KV6266
 KV6266                         *CURRENT SURVEY CONTROL
 KV6266  ___________________________________________________________________
 KV6266* NAD 83(1986)-  40 10 36.     (N)    074 02 39.     (W)     SCALED    
 KV6266* NAVD 88     -         2.057  (meters)       6.75   (feet)  ADJUSTED  
 KV6266  ___________________________________________________________________
 KV6266  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV6266  DYNAMIC HT  -           2.056 (meters)       6.75  (feet)  COMP
 KV6266  MODELED GRAV-     980,167.4   (mgal)                       NAVD 88
 KV6266
 KV6266  VERT ORDER  -  FIRST     CLASS II
 KV6266
 KV6266.The horizontal coordinates were scaled from a topographic map and have
 KV6266.an estimated accuracy of +/- 6 seconds.
 KV6266
 KV6266.The orthometric height was determined by differential leveling
 KV6266.and adjusted by the National Geodetic Survey in June 1991..
 KV6266
 KV6266.The geoid height was determined by GEOID03.
 KV6266
 KV6266.The dynamic height is computed by dividing the NAVD 88
 KV6266.geopotential number by the normal gravity value computed on the
 KV6266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6266.degrees latitude (g = 980.6199 gals.).
 KV6266
 KV6266.The modeled gravity was interpolated from observed gravity values.
 KV6266
 KV6266;                    North         East    Units  Estimated Accuracy
 KV6266;SPC NJ       -   149,230.      188,820.      MT  (+/- 180 meters Scaled)
 KV6266
 KV6266                          SUPERSEDED SURVEY CONTROL
 KV6266
 KV6266  NGVD 29 (01/10/92)    2.386  (m)            7.83   (f) ADJUSTED    1 2
 KV6266
 KV6266.Superseded values are not recommended for survey control.
 KV6266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6266.See file dsdata.txt to determine how the superseded data were derived.
 KV6266
 KV6266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK813478(NAD 83)
 KV6266_MARKER: DJ = TIDAL STATION DISK
 KV6266_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV6266_SP_SET: STONE WINGWALL AT ABUTMENT
 KV6266_STAMPING: 2371 C 1976
 KV6266_MARK LOGO: NOS   
 KV6266_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6266+STABILITY: SURFACE MOTION
 KV6266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6266+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1989
 KV6266
 KV6266  HISTORY     - Date     Condition        Report By
 KV6266  HISTORY     - 1976     MONUMENTED       NOS
 KV6266  HISTORY     - 19890613 POOR             NJGS
 KV6266
 KV6266                          STATION DESCRIPTION
 KV6266
 KV6266'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6266'THE STATION IS LOCATED ON THE NORTH SIDE OF BELMAR BLVD.  IN WALL
 KV6266'TOWNSHIP, 0.15 MI (0.24 KM) WEST OF ITS JUNCTION WITH STATE ROUTE 35,
 KV6266'SET IN THE TOP OF THE NORTHWEST STONE WINGWALL OF A SMALL BRIDGE.  TO
 KV6266'REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 35 AND 138 GO
 KV6266'0.32 KM (0.20 MI) NORTHEAST ON ROUTE 35 TO BELMAR BLVD., TURN LEFT
 KV6266'AND GO WEST 0.32 KM (0.20 MI) TO THE STATION ON RIGHT, 5.3 M (17.4
 KV6266'FT) NORTH NORTHEAST FROM CENTERLINE OF ROAD, 0.4 M (1.3 FT) NORTH
 KV6266'NORTHEAST FROM THE SOUTH FACE OF THE GUIDE RAIL, 4.15 M (13.62 FT)
 KV6266'EAST SOUTHEAST FROM THE NORTHEAST CORNER OF AN INLET, 13.6 M (44.6
 KV6266'FT) WEST NORTHWEST FROM UTILITY POLE JC 424 WL AND SET FLUSH WITH TOP
 KV6266'OF WALL.  STABILITY OF MARK QUESTIONABLE, MORTAR IN WALL IS
 KV6266'DETERIORATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6264 ***********************************************************************
 KV6264  CBN         -  This is a Cooperative Base Network Control Station.
 KV6264  DESIGNATION -  853 2371 D TIDAL
 KV6264  PID         -  KV6264
 KV6264  STATE/COUNTY-  NJ/MONMOUTH
 KV6264  USGS QUAD   -  ASBURY PARK (1989)
 KV6264
 KV6264                         *CURRENT SURVEY CONTROL
 KV6264  ___________________________________________________________________
 KV6264* NAD 83(1996)-  40 10 33.62424(N)    074 02 30.21319(W)     ADJUSTED  
 KV6264* NAVD 88     -         5.262  (meters)      17.26   (feet)  ADJUSTED  
 KV6264  ___________________________________________________________________
 KV6264  X           -   1,341,721.623 (meters)                     COMP
 KV6264  Y           -  -4,692,032.953 (meters)                     COMP
 KV6264  Z           -   4,092,919.362 (meters)                     COMP
 KV6264  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 KV6264  ELLIP HEIGHT-         -27.60  (meters)          (09/24/01) GPS OBS
 KV6264  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV6264  DYNAMIC HT  -           5.260 (meters)      17.26  (feet)  COMP
 KV6264  MODELED GRAV-     980,167.0   (mgal)                       NAVD 88
 KV6264
 KV6264  HORZ ORDER  -  B
 KV6264  VERT ORDER  -  FIRST     CLASS II
 KV6264  ELLP ORDER  -  FOURTH    CLASS I
 KV6264
 KV6264.The horizontal coordinates were established by GPS observations
 KV6264.and adjusted by the National Geodetic Survey in August 1998..
 KV6264
 KV6264.The orthometric height was determined by differential leveling
 KV6264.and adjusted by the National Geodetic Survey in June 1991..
 KV6264
 KV6264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6264
 KV6264.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6264
 KV6264.The ellipsoidal height was determined by GPS observations
 KV6264.and is referenced to NAD 83.
 KV6264
 KV6264.The geoid height was determined by GEOID03.
 KV6264
 KV6264.The dynamic height is computed by dividing the NAVD 88
 KV6264.geopotential number by the normal gravity value computed on the
 KV6264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6264.degrees latitude (g = 980.6199 gals.).
 KV6264
 KV6264.The modeled gravity was interpolated from observed gravity values.
 KV6264
 KV6264;                    North         East     Units Scale Factor Converg.
 KV6264;SPC NJ       -   149,156.293   189,029.301   MT  0.99991875   +0 17 44.4
 KV6264;SPC NJ       -   489,356.94    620,173.63   sFT  0.99991875   +0 17 44.4
 KV6264;UTM  18      - 4,447,732.731   581,588.235   MT  0.99968194   +0 37 05.7
 KV6264
 KV6264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6264!SPC NJ       -   1.00000433  x   0.99991875  =   0.99992308
 KV6264!UTM  18      -   1.00000433  x   0.99968194  =   0.99968627
 KV6264
 KV6264:                Primary Azimuth Mark                     Grid Az
 KV6264:SPC NJ       -  CLUB 2                                   049 23 58.0
 KV6264:UTM  18      -  CLUB 2                                   049 04 36.7
 KV6264
 KV6264|---------------------------------------------------------------------|
 KV6264| PID    Reference Object                     Distance      Geod. Az  |
 KV6264|                                                           dddmmss.s |
 KV6264| KV6349 CLUB 2                              433.468 METERS 0494142.4 |
 KV6264|---------------------------------------------------------------------|
 KV6264
 KV6264                          SUPERSEDED SURVEY CONTROL
 KV6264
 KV6264  ELLIP H (08/14/98)  -27.62   (m)                       GP(       ) 3 2
 KV6264  NAD 83(1992)-  40 10 33.62373(N)    074 02 30.21628(W) AD(       ) 1
 KV6264  ELLIP H (04/25/94)  -27.54   (m)                       GP(       ) 3 1
 KV6264  NAD 83(1986)-  40 10 33.62548(N)    074 02 30.21609(W) AD(       ) 1
 KV6264  NAVD 88 (05/22/95)    5.26   (m)           17.3    (f) LEVELING    3  
 KV6264  NAVD 88 (02/25/94)    5.26   (m)           17.3    (f) LEVELING    3  
 KV6264  NGVD 29 (01/10/92)    5.591  (m)           18.34   (f) ADJUSTED    1 2
 KV6264
 KV6264.Superseded values are not recommended for survey control.
 KV6264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6264.See file dsdata.txt to determine how the superseded data were derived.
 KV6264
 KV6264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8158847733(NAD 83)
 KV6264_MARKER: DJ = TIDAL STATION DISK
 KV6264_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV6264_SP_SET: COPPER-CLAD STEEL ROD
 KV6264_STAMPING: 2371 D 1976
 KV6264_MARK LOGO: NOS   
 KV6264_PROJECTION: RECESSED 10 CENTIMETERS
 KV6264_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6264+STABILITY: SURFACE MOTION
 KV6264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6264+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6264_ROD/PIPE-DEPTH: 4.00 meters
 KV6264
 KV6264  HISTORY     - Date     Condition        Report By
 KV6264  HISTORY     - 1976     MONUMENTED       NOS
 KV6264  HISTORY     - 19890509 GOOD             NJGS
 KV6264  HISTORY     - 19930224 GOOD             NJGS
 KV6264  HISTORY     - 19930224 GOOD             NJGS
 KV6264  HISTORY     - 19930303 GOOD             NJHA
 KV6264  HISTORY     - 19960906 GOOD             NJGS
 KV6264  HISTORY     - 19970109 GOOD             NJGS
 KV6264  HISTORY     - 20001003 GOOD             NJGS
 KV6264  HISTORY     - 20020202 GOOD             NJGS
 KV6264
 KV6264                          STATION DESCRIPTION
 KV6264
 KV6264'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6264'STATION IS LOCATED IN THE CENTER OF THE GRASS MEDIAN OF STATE ROUTE
 KV6264'35 IN WALL TOWNSHIP, 0.32 KM (0.20 MI) NORTH OF ITS JUNCTION WITH
 KV6264'STATE ROUTE 138.  THE STATION IS 2.5 M (8.2 FT) NORTHWEST FROM THE
 KV6264'MEDIAN CURB OF NORTHBOUND ROUTE 35, 2.35 M (7.71 FT) SOUTHEAST FROM
 KV6264'THE MEDIAN CURB OF SOUTHBOUND ROUTE 35, 15.5 M (50.9 FT) NORTH FROM
 KV6264'THE NORTHWEST CORNER OF A MEDIAN INLET, 18.35 M (60.20 FT) EAST
 KV6264'NORTHEAST FROM THE NORTHEAST CORNER OF AN INLET ON THE WEST SIDE OF
 KV6264'ROUTE 35, 22.6 M (74.1 FT) WEST SOUTHWEST FROM THE CENTER OF A
 KV6264'MANHOLE IN NORTHBOUND LANES OF ROUTE 35 AND 62.2 M (204.1 FT) SOUTH
 KV6264'SOUTHWEST FROM THE NOSE OF THE MEDIAN ISLAND.
 KV6264
 KV6264                          STATION RECOVERY (1993)
 KV6264
 KV6264'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6264'RECOVERED IN GOOD CONDITION.
 KV6264
 KV6264                          STATION RECOVERY (1993)
 KV6264
 KV6264'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (ECB)
 KV6264'RECOVERED AS DESCRIBED AS IN THE L25235 LEVEL PROJECT.
 KV6264
 KV6264                          STATION RECOVERY (1993)
 KV6264
 KV6264'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 KV6264'THE STATION IS LOCATED IN THE CENTER OF THE GRASS MEDIAN OF STATE
 KV6264'ROUTE 35 IN WALL TOWNSHIP, 0.32 KM (0.20 MI) NORTH OF ITS JUNCTION
 KV6264'WITH STATE ROUTE 138, ACROSS FROM A SHELL GASOLINE STATION.  THE
 KV6264'STATION IS 62.2 M (204.1 FT) SOUTH-SOUTHWEST FROM THE THE NOSE OF THE
 KV6264'MEDIAN ISLAND OF ROUTE 35 AT THE INTERSECTION OF  SIXTEENTH AVENUE,
 KV6264'2.5 M (8.2 FT) NORTWEST FROM THE MEDIAN CURB OF NORTHBOUND ROUTE 35,
 KV6264'2.35 M (7.71 FT) SOUTHWEST FROM THE MEDIAN CURB OF SOUTHBOUND ROUTE
 KV6264'35, 15.5 M (50.9 FT) NORTH FROM THE NORTHWEST CORNER OF A MEDIAN
 KV6264'INLET ON THE WEST SIDE OF ROUTE 35 AND 22.6 M (74.1 FT) WEST SOUTWEST
 KV6264'FROM THE CENTER OF A MANHOLE IN NORTHBOUND LANES OF ROUTE 35.
 KV6264
 KV6264                          STATION RECOVERY (1996)
 KV6264
 KV6264'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV6264'RECOVERED AS DESCRIBED.
 KV6264
 KV6264                          STATION RECOVERY (1997)
 KV6264
 KV6264'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 KV6264'RECOVERED AS DESCRIBED.
 KV6264
 KV6264                          STATION RECOVERY (2000)
 KV6264
 KV6264'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 KV6264'RECOVERED AS DESCRIBED.  ROD IS A COPPER-CLAD STEEL ROD.
 KV6264' 
 KV6264' 
 KV6264'
 KV6264
 KV6264                          STATION RECOVERY (2002)
 KV6264
 KV6264'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6264'RECOVERED AS DESCRIBED
 KV6264'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6265 ***********************************************************************
 KV6265  DESIGNATION -  853 2371 E TIDAL
 KV6265  PID         -  KV6265
 KV6265  STATE/COUNTY-  NJ/MONMOUTH
 KV6265  USGS QUAD   -  ASBURY PARK (1989)
 KV6265
 KV6265                         *CURRENT SURVEY CONTROL
 KV6265  ___________________________________________________________________
 KV6265* NAD 83(1986)-  40 10 23.     (N)    074 02 37.     (W)     SCALED    
 KV6265* NAVD 88     -         6.747  (meters)      22.14   (feet)  ADJUSTED  
 KV6265  ___________________________________________________________________
 KV6265  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV6265  DYNAMIC HT  -           6.744 (meters)      22.13  (feet)  COMP
 KV6265  MODELED GRAV-     980,166.6   (mgal)                       NAVD 88
 KV6265
 KV6265  VERT ORDER  -  FIRST     CLASS II
 KV6265
 KV6265.The horizontal coordinates were scaled from a topographic map and have
 KV6265.an estimated accuracy of +/- 6 seconds.
 KV6265
 KV6265.The orthometric height was determined by differential leveling
 KV6265.and adjusted by the National Geodetic Survey in June 1991..
 KV6265
 KV6265.The geoid height was determined by GEOID03.
 KV6265
 KV6265.The dynamic height is computed by dividing the NAVD 88
 KV6265.geopotential number by the normal gravity value computed on the
 KV6265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6265.degrees latitude (g = 980.6199 gals.).
 KV6265
 KV6265.The modeled gravity was interpolated from observed gravity values.
 KV6265
 KV6265;                    North         East    Units  Estimated Accuracy
 KV6265;SPC NJ       -   148,830.      188,870.      MT  (+/- 180 meters Scaled)
 KV6265
 KV6265                          SUPERSEDED SURVEY CONTROL
 KV6265
 KV6265  NGVD 29 (01/10/92)    7.076  (m)           23.22   (f) ADJUSTED    1 2
 KV6265
 KV6265.Superseded values are not recommended for survey control.
 KV6265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6265.See file dsdata.txt to determine how the superseded data were derived.
 KV6265
 KV6265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK814474(NAD 83)
 KV6265_MARKER: DJ = TIDAL STATION DISK
 KV6265_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6265_SP_SET: PIER FOOTING
 KV6265_STAMPING: 2371 E 1976
 KV6265_MARK LOGO: NOS   
 KV6265_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6265+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1996
 KV6265
 KV6265  HISTORY     - Date     Condition        Report By
 KV6265  HISTORY     - 1976     MONUMENTED       NOS
 KV6265  HISTORY     - 19890613 GOOD             NJGS
 KV6265  HISTORY     - 19960906 GOOD             NJGS
 KV6265
 KV6265                          STATION DESCRIPTION
 KV6265
 KV6265'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6265'THE STATION IS LOCATED IN WEST BELMAR, WALL TOWNSHIP, BETWEEN THE
 KV6265'NORTHBOUND LANES OF STATE ROUTE 35 AND THE RAMP FROM EASTBOUND STATE
 KV6265'ROUTE 138 TO NORTHBOUND ROUTE 35, SET IN THE CONCRETE PIER FOOTING,
 KV6265'BETWEEN THE NORTH AND CENTER PIERS OF THE BRIDGE OVER ROUTE 35,
 KV6265'CONNECTING ROUTE 35 NORTHBOUND TO ROUTE 138 WESTBOUND.  THE STATION
 KV6265'IS 9.3 M (30.5 FT) EAST NORTHEAST FROM THE EDGE OF PAVEMENT OF ROUTE
 KV6265'35 NORTH, 27.15 M (89.07 FT) SOUTH SOUTHEAST FROM A LIGHT STANDARD,
 KV6265'1.8 M (5.9 FT) SOUTH FROM THE NORTH PIER, 1.8 M (5.9 FT) NORTH FROM
 KV6265'THE CENTER PIER AND 14.1 M (46.3 FT) NORTH NORTHEAST FROM A LIGHT
 KV6265'STANDARD.  THE STATION IS FLUSH IN THE FOOTING AND 0.15 M (0.49 FT)
 KV6265'BELOW GROUND LEVEL.
 KV6265
 KV6265                          STATION RECOVERY (1996)
 KV6265
 KV6265'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV6265'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8477 ***********************************************************************
 AI8477  TIDAL BM    -  This is a Tidal Bench Mark.
 AI8477  DESIGNATION -  853 2585 A TIDAL
 AI8477  PID         -  AI8477
 AI8477  STATE/COUNTY-  NJ/MONMOUTH
 AI8477  USGS QUAD   -  POINT PLEASANT (1989)
 AI8477
 AI8477                         *CURRENT SURVEY CONTROL
 AI8477  ___________________________________________________________________
 AI8477* NAD 83(1986)-  40 06 19.     (N)    074 03 18.     (W)     SCALED    
 AI8477* NAVD 88     -         1.878  (meters)       6.16   (feet)  ADJUSTED  
 AI8477  ___________________________________________________________________
 AI8477  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AI8477  DYNAMIC HT  -           1.877 (meters)       6.16  (feet)  COMP
 AI8477  MODELED GRAV-     980,157.1   (mgal)                       NAVD 88
 AI8477
 AI8477  VERT ORDER  -  FIRST     CLASS II
 AI8477
 AI8477.The horizontal coordinates were scaled from a topographic map and have
 AI8477.an estimated accuracy of +/- 6 seconds.
 AI8477
 AI8477.The orthometric height was determined by differential leveling
 AI8477.and adjusted by the National Geodetic Survey in March 2001..
 AI8477.No vertical observational check was made to the station.
 AI8477
 AI8477.This Tidal Bench Mark is designated as VM 2590
 AI8477.by the Center for Operational Oceanographic Products and Services.
 AI8477
 AI8477.The geoid height was determined by GEOID03.
 AI8477
 AI8477.The dynamic height is computed by dividing the NAVD 88
 AI8477.geopotential number by the normal gravity value computed on the
 AI8477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8477.degrees latitude (g = 980.6199 gals.).
 AI8477
 AI8477.The modeled gravity was interpolated from observed gravity values.
 AI8477
 AI8477;                    North         East    Units  Estimated Accuracy
 AI8477;SPC NJ       -   141,300.      187,940.      MT  (+/- 180 meters Scaled)
 AI8477
 AI8477                          SUPERSEDED SURVEY CONTROL
 AI8477
 AI8477.No superseded survey control is available for this station.
 AI8477
 AI8477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK805398(NAD 83)
 AI8477_MARKER: DJ = TIDAL STATION DISK
 AI8477_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 AI8477_SP_SET: BRIDGE PIER COLUMN
 AI8477_STAMPING: 2585 A 1976
 AI8477_MARK LOGO: NOS   
 AI8477_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI8477+STABILITY: POSITION/ELEVATION WELL
 AI8477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8477+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2001
 AI8477
 AI8477  HISTORY     - Date     Condition        Report By
 AI8477  HISTORY     - 1976     MONUMENTED       NOS
 AI8477  HISTORY     - 19980622 GOOD             NJGS
 AI8477  HISTORY     - 20010417 GOOD             NJGS
 AI8477
 AI8477                          STATION DESCRIPTION
 AI8477
 AI8477'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI8477'THE STATION IS LOCATED IN THE BOROUGH OF BRIELLE.  TO REACH THE
 AI8477'STATION FROM THE CENTER OF THE BRIDGE CARRYING STATE ROUTE 35 OVER THE
 AI8477'MANASQUAN RIVER, GO NORTHWEST ON STATE ROUTE 35 FOR 0.2 MI (0.3 KM) TO
 AI8477'THE EXIT RAMP LEADING TO EVERGREEN AVENUE ON THE RIGHT. CONTINUE
 AI8477'AROUND THE EXIT RAMP AND GO SOUTHEAST ON EVERGREEN AVENUE TO THE TEE
 AI8477'INTERSECTION WITH ASHLEY AVENUE.  TURN RIGHT AND GO SOUTHWEST ON
 AI8477'ASHLEY AVENUE FOR 0.1 MI (0.2 KM) TO THE INTERSECTION WITH HIGGINS
 AI8477'AVENUE.  TURN LEFT AND FOLLOW A DRIVEWAY FOR 0.05 MI (0.08 KM) TO A
 AI8477'PARKING AREA UNDER THE BRIDGE FOR BOGANS BOAT BASIN AND THE STATION ON
 AI8477'THE RIGHT, SET FLUSH VERTICALLY IN THE EAST FACE OF THE EASTERNMOST
 AI8477'SQUARE CONCRETE PIER COLUMN AT THE EDGE OF THE WATER. THE STATION IS
 AI8477'ABOUT 0.8 M (2.6 FT) ABOVE THE GROUND.
 AI8477
 AI8477                          STATION RECOVERY (2001)
 AI8477
 AI8477'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 AI8477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8478 ***********************************************************************
 AI8478  TIDAL BM    -  This is a Tidal Bench Mark.
 AI8478  DESIGNATION -  853 2585 B TIDAL
 AI8478  PID         -  AI8478
 AI8478  STATE/COUNTY-  NJ/MONMOUTH
 AI8478  USGS QUAD   -  POINT PLEASANT (1989)
 AI8478
 AI8478                         *CURRENT SURVEY CONTROL
 AI8478  ___________________________________________________________________
 AI8478* NAD 83(1986)-  40 06 23.     (N)    074 03 20.     (W)     SCALED    
 AI8478* NAVD 88     -         2.568  (meters)       8.43   (feet)  ADJUSTED  
 AI8478  ___________________________________________________________________
 AI8478  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 AI8478  DYNAMIC HT  -           2.567 (meters)       8.42  (feet)  COMP
 AI8478  MODELED GRAV-     980,157.2   (mgal)                       NAVD 88
 AI8478
 AI8478  VERT ORDER  -  FIRST     CLASS II
 AI8478
 AI8478.The horizontal coordinates were scaled from a topographic map and have
 AI8478.an estimated accuracy of +/- 6 seconds.
 AI8478
 AI8478.The orthometric height was determined by differential leveling
 AI8478.and adjusted by the National Geodetic Survey in March 2001..
 AI8478.No vertical observational check was made to the station.
 AI8478
 AI8478.This Tidal Bench Mark is designated as VM 2591
 AI8478.by the Center for Operational Oceanographic Products and Services.
 AI8478
 AI8478.The geoid height was determined by GEOID03.
 AI8478
 AI8478.The dynamic height is computed by dividing the NAVD 88
 AI8478.geopotential number by the normal gravity value computed on the
 AI8478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8478.degrees latitude (g = 980.6199 gals.).
 AI8478
 AI8478.The modeled gravity was interpolated from observed gravity values.
 AI8478
 AI8478;                    North         East    Units  Estimated Accuracy
 AI8478;SPC NJ       -   141,420.      187,890.      MT  (+/- 180 meters Scaled)
 AI8478
 AI8478                          SUPERSEDED SURVEY CONTROL
 AI8478
 AI8478.No superseded survey control is available for this station.
 AI8478
 AI8478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK804399(NAD 83)
 AI8478_MARKER: DJ = TIDAL STATION DISK
 AI8478_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI8478_STAMPING: 2585 B 1976
 AI8478_MARK LOGO: NOS   
 AI8478_PROJECTION: RECESSED 4 CENTIMETERS
 AI8478_MAGNETIC: I = MARKER IS A STEEL ROD
 AI8478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8478+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2001
 AI8478_ROD/PIPE-DEPTH: 15.2 meters
 AI8478
 AI8478  HISTORY     - Date     Condition        Report By
 AI8478  HISTORY     - 1976     MONUMENTED       NOS
 AI8478  HISTORY     - 19980622 GOOD             NJGS
 AI8478  HISTORY     - 20010417 GOOD             NJGS
 AI8478
 AI8478                          STATION DESCRIPTION
 AI8478
 AI8478'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI8478'THE STATION IS LOCATED IN THE BOROUGH OF BRIELLE ON THE SOUTHEAST SIDE
 AI8478'OF ASHLEY AVENUE.  TO REACH THE STATION FROM THE CENTER OF THE BRIDGE
 AI8478'CARRYING STATE ROUTE 35 OVER THE MANASQUAN RIVER, GO NORTHWEST ON
 AI8478'STATE ROUTE 35 FOR 0.2 MI (0.3 KM) TO THE EXIT RAMP LEADING TO
 AI8478'EVERGREEN AVENUE ON THE RIGHT.  CONTINUE AROUND THE EXIT RAMP AND GO
 AI8478'SOUTHEAST ON EVERGREEN AVENUE TO THE TEE INTERSECTION WITH ASHLEY
 AI8478'AVENUE.  TURN RIGHT AND GO SOUTHWEST ON ASHLEY AVENUE FOR ABOUT 100 M
 AI8478'(328.1 FT) TO THE STATION ON THE LEFT, SET ABOUT 0.2 FT (6.1 CM) BELOW
 AI8478'THE GROUND.  THE STATION IS 5.2 M (17.1 FT) SOUTHEAST FROM THE
 AI8478'SOUTHEAST CURB OF ASHLEY AVENUE, 5.4 M (17.7 FT) SOUTH FROM WOOD
 AI8478'UTILITY POLE NUMBER JC122 BRE, 5.9 M (19.4 FT) EAST FROM THE EAST FACE
 AI8478'OF THE EASTERNMOST SQUARE CONCRETE PIER COLUMN ON THE SOUTHEAST SIDE
 AI8478'OF ASHLEY AVENUE AND 18.3 M (60.0 FT) SOUTHEAST AND ACROSS THE STREET
 AI8478'FROM A FIRE HYDRANT.
 AI8478
 AI8478                          STATION RECOVERY (2001)
 AI8478
 AI8478'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 AI8478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8479 ***********************************************************************
 AI8479  TIDAL BM    -  This is a Tidal Bench Mark.
 AI8479  DESIGNATION -  853 2585 C TIDAL
 AI8479  PID         -  AI8479
 AI8479  STATE/COUNTY-  NJ/MONMOUTH
 AI8479  USGS QUAD   -  POINT PLEASANT (1989)
 AI8479
 AI8479                         *CURRENT SURVEY CONTROL
 AI8479  ___________________________________________________________________
 AI8479* NAD 83(1986)-  40 06 27.     (N)    074 03 19.     (W)     SCALED    
 AI8479* NAVD 88     -         3.072  (meters)      10.08   (feet)  ADJUSTED  
 AI8479  ___________________________________________________________________
 AI8479  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 AI8479  DYNAMIC HT  -           3.070 (meters)      10.07  (feet)  COMP
 AI8479  MODELED GRAV-     980,157.2   (mgal)                       NAVD 88
 AI8479
 AI8479  VERT ORDER  -  FIRST     CLASS II
 AI8479
 AI8479.The horizontal coordinates were scaled from a topographic map and have
 AI8479.an estimated accuracy of +/- 6 seconds.
 AI8479
 AI8479.The orthometric height was determined by differential leveling
 AI8479.and adjusted by the National Geodetic Survey in March 2001..
 AI8479
 AI8479.This Tidal Bench Mark is designated as VM 2592
 AI8479.by the Center for Operational Oceanographic Products and Services.
 AI8479
 AI8479.The geoid height was determined by GEOID03.
 AI8479
 AI8479.The dynamic height is computed by dividing the NAVD 88
 AI8479.geopotential number by the normal gravity value computed on the
 AI8479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8479.degrees latitude (g = 980.6199 gals.).
 AI8479
 AI8479.The modeled gravity was interpolated from observed gravity values.
 AI8479
 AI8479;                    North         East    Units  Estimated Accuracy
 AI8479;SPC NJ       -   141,540.      187,910.      MT  (+/- 180 meters Scaled)
 AI8479
 AI8479                          SUPERSEDED SURVEY CONTROL
 AI8479
 AI8479.No superseded survey control is available for this station.
 AI8479
 AI8479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK805401(NAD 83)
 AI8479_MARKER: DJ = TIDAL STATION DISK
 AI8479_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI8479_STAMPING: 2585 C 1976
 AI8479_MARK LOGO: NOS   
 AI8479_PROJECTION: RECESSED 4 CENTIMETERS
 AI8479_MAGNETIC: I = MARKER IS A STEEL ROD
 AI8479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8479+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2001
 AI8479_ROD/PIPE-DEPTH: 15.2 meters
 AI8479
 AI8479  HISTORY     - Date     Condition        Report By
 AI8479  HISTORY     - 1976     MONUMENTED       NOS
 AI8479  HISTORY     - 19980622 GOOD             NJGS
 AI8479  HISTORY     - 20010417 GOOD             NJGS
 AI8479
 AI8479                          STATION DESCRIPTION
 AI8479
 AI8479'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI8479'THE STATION IS LOCATED IN THE BOROUGH OF BRIELLE AT THE TEE
 AI8479'INTERSECTION OF EVERGREEN AVENUE AND ASHLEY AVENUE.  TO REACH THE
 AI8479'STATION FROM THE CENTER OF THE BRIDGE CARRYING STATE ROUTE 35 OVER THE
 AI8479'MANASQUAN RIVER, GO NORTHWEST ON STATE ROUTE 35 FOR 0.2 MI (0.3 KM) TO
 AI8479'THE EXIT RAMP LEADING TO EVERGREEN AVENUE ON THE RIGHT. CONTINUE
 AI8479'AROUND THE EXIT RAMP AND GO SOUTHEAST ON EVERGREEN AVENUE TO THE TEE
 AI8479'INTERSECTION WITH ASHLEY AVENUE AND THE STATION ON THE LEFT, SET ABOUT
 AI8479'0.2 FT (6.1 CM) BELOW THE GROUND IN AN ELONGATED GRASS TRAFFIC ISLAND.
 AI8479'THE STATION IS 11.4 M (37.4 FT) SOUTHWEST FROM A FIRE HYDRANT, 13.6 M
 AI8479'(44.6 FT) SOUTH FROM WOOD UTILITY POLE NUMBER JC56 BRE, 4.7 M (15.4
 AI8479'FT) NORTHWEST FROM THE SOUTHEAST NOSE OF THE GRASS TRAFFIC ISLAND,
 AI8479'14.0 M (45.9 FT) SOUTHEAST FROM THE NORTHWEST NOSE OF THE GRASS
 AI8479'TRAFFIC ISLAND AND 21.6 M (70.9 FT) NORTHWEST FROM WOOD UTILITY POLE
 AI8479'NUMBER JC48 BRE.
 AI8479
 AI8479                          STATION RECOVERY (2001)
 AI8479
 AI8479'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 AI8479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8481 ***********************************************************************
 AI8481  TIDAL BM    -  This is a Tidal Bench Mark.
 AI8481  DESIGNATION -  853 2585 D TIDAL
 AI8481  PID         -  AI8481
 AI8481  STATE/COUNTY-  NJ/MONMOUTH
 AI8481  USGS QUAD   -  POINT PLEASANT (1989)
 AI8481
 AI8481                         *CURRENT SURVEY CONTROL
 AI8481  ___________________________________________________________________
 AI8481* NAD 83(1986)-  40 06 31.     (N)    074 03 29.     (W)     SCALED    
 AI8481* NAVD 88     -         7.161  (meters)      23.49   (feet)  ADJUSTED  
 AI8481  ___________________________________________________________________
 AI8481  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 AI8481  DYNAMIC HT  -           7.157 (meters)      23.48  (feet)  COMP
 AI8481  MODELED GRAV-     980,157.4   (mgal)                       NAVD 88
 AI8481
 AI8481  VERT ORDER  -  FIRST     CLASS II
 AI8481
 AI8481.The horizontal coordinates were scaled from a topographic map and have
 AI8481.an estimated accuracy of +/- 6 seconds.
 AI8481
 AI8481.The orthometric height was determined by differential leveling
 AI8481.and adjusted by the National Geodetic Survey in March 2001..
 AI8481.No vertical observational check was made to the station.
 AI8481
 AI8481.This Tidal Bench Mark is designated as VM 2593
 AI8481.by the Center for Operational Oceanographic Products and Services.
 AI8481
 AI8481.The geoid height was determined by GEOID03.
 AI8481
 AI8481.The dynamic height is computed by dividing the NAVD 88
 AI8481.geopotential number by the normal gravity value computed on the
 AI8481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8481.degrees latitude (g = 980.6199 gals.).
 AI8481
 AI8481.The modeled gravity was interpolated from observed gravity values.
 AI8481
 AI8481;                    North         East    Units  Estimated Accuracy
 AI8481;SPC NJ       -   141,670.      187,680.      MT  (+/- 180 meters Scaled)
 AI8481
 AI8481                          SUPERSEDED SURVEY CONTROL
 AI8481
 AI8481.No superseded survey control is available for this station.
 AI8481
 AI8481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK802402(NAD 83)
 AI8481_MARKER: DJ = TIDAL STATION DISK
 AI8481_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI8481_STAMPING: 2585 D 1976
 AI8481_MARK LOGO: NOS   
 AI8481_PROJECTION: RECESSED 6 CENTIMETERS
 AI8481_MAGNETIC: I = MARKER IS A STEEL ROD
 AI8481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8481+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2001
 AI8481_ROD/PIPE-DEPTH: 15.2 meters
 AI8481
 AI8481  HISTORY     - Date     Condition        Report By
 AI8481  HISTORY     - 1976     MONUMENTED       NOS
 AI8481  HISTORY     - 19980624 GOOD             NJGS
 AI8481  HISTORY     - 20010417 GOOD             NJGS
 AI8481
 AI8481                          STATION DESCRIPTION
 AI8481
 AI8481'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI8481'THE STATION IS LOCATED IN THE BOROUGH OF BRIELLE ON THE SOUTHWEST SIDE
 AI8481'OF STATE ROUTE 35.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI8481'STATE ROUTE 35 AND BROADWAY IN THE BOROUGH OF POINT PLEASANT BEACH IN
 AI8481'OCEAN COUNTY, GO NORTHWEST ON STATE ROUTE 35, CROSSING THE MANASQUAN
 AI8481'RIVER, FOR 0.70 MI (1.13 KM) TO THE STATION ON THE LEFT, SET ABOUT
 AI8481'0.06 M (0.20 FT) BELOW THE GROUND.  THE STATION CAN ALSO BE REACHED BY
 AI8481'GOING SOUTHEAST ON STATE ROUTE 35 FOR 0.9 MI (1.4 KM) FROM THE STATE
 AI8481'ROUTES 34, 35 AND 70 TRAFFIC CIRCLE TO THE STATION ON THE RIGHT.  THE
 AI8481'STATION IS 22.2 M (72.8 FT) NORTH NORTHWEST FROM WOOD UTILITY POLE
 AI8481'NUMBER JC83 BRE, 24.1 M (79.1 FT) SOUTH SOUTHEAST FROM WOOD UTILITY
 AI8481'POLE NUMBER JC82 BRE, 2.2 M (7.2 FT) SOUTHWEST FROM THE SOUTHWEST CURB
 AI8481'OF THE SOUTHBOUND LANES OF STATE ROUTE 35 AND 14.5 M (47.6 FT)
 AI8481'SOUTHWEST FROM THE CENTERLINE OF STATE ROUTE 35.
 AI8481
 AI8481                          STATION RECOVERY (2001)
 AI8481
 AI8481'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 AI8481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0832 ***********************************************************************
 KV0832  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0832  DESIGNATION -  853 2591 TIDAL 4
 KV0832  PID         -  KV0832
 KV0832  STATE/COUNTY-  NJ/OCEAN
 KV0832  USGS QUAD   -  POINT PLEASANT (1989)
 KV0832
 KV0832                         *CURRENT SURVEY CONTROL
 KV0832  ___________________________________________________________________
 KV0832* NAD 83(1986)-  40 06 06.     (N)    074 02 09.     (W)     SCALED    
 KV0832* NAVD 88     -         2.076  (meters)       6.81   (feet)  ADJUSTED  
 KV0832  ___________________________________________________________________
 KV0832  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV0832  DYNAMIC HT  -           2.075 (meters)       6.81  (feet)  COMP
 KV0832  MODELED GRAV-     980,157.0   (mgal)                       NAVD 88
 KV0832
 KV0832  VERT ORDER  -  FIRST     CLASS II
 KV0832
 KV0832.The horizontal coordinates were scaled from a topographic map and have
 KV0832.an estimated accuracy of +/- 6 seconds.
 KV0832
 KV0832.The orthometric height was determined by differential leveling
 KV0832.and adjusted by the National Geodetic Survey in March 2001..
 KV0832
 KV0832.This Tidal Bench Mark is designated as VM 2595
 KV0832.by the Center for Operational Oceanographic Products and Services.
 KV0832
 KV0832.The geoid height was determined by GEOID03.
 KV0832
 KV0832.The dynamic height is computed by dividing the NAVD 88
 KV0832.geopotential number by the normal gravity value computed on the
 KV0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0832.degrees latitude (g = 980.6199 gals.).
 KV0832
 KV0832.The modeled gravity was interpolated from observed gravity values.
 KV0832
 KV0832;                    North         East    Units  Estimated Accuracy
 KV0832;SPC NJ       -   140,910.      189,570.      MT  (+/- 180 meters Scaled)
 KV0832
 KV0832                          SUPERSEDED SURVEY CONTROL
 KV0832
 KV0832  NAVD 88 (??/??/92)    2.079  (m)            6.82   (f) UNKNOWN     3 0
 KV0832  NGVD 29 (04/16/92)    2.414  (m)            7.92   (f) ADJUSTED    1 1
 KV0832
 KV0832.Superseded values are not recommended for survey control.
 KV0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0832.See file dsdata.txt to determine how the superseded data were derived.
 KV0832
 KV0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK821394(NAD 83)
 KV0832_MARKER: DJ = TIDAL STATION DISK
 KV0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0832_STAMPING: NO 4 1936
 KV0832_MARK LOGO: CGS   
 KV0832_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0832+STABILITY: SURFACE MOTION
 KV0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0832+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2001
 KV0832
 KV0832  HISTORY     - Date     Condition        Report By
 KV0832  HISTORY     - 1936     MONUMENTED       CGS
 KV0832  HISTORY     - 1964     GOOD             CGS
 KV0832  HISTORY     - 1968     GOOD             LOCSUR
 KV0832  HISTORY     - 19870120 GOOD             USPSQD
 KV0832  HISTORY     - 1990     GOOD             USPSQD
 KV0832  HISTORY     - 19980622 GOOD             NJGS
 KV0832  HISTORY     - 20010417 GOOD             NJGS
 KV0832
 KV0832                          STATION DESCRIPTION
 KV0832
 KV0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0832'1.3 MI NE FROM PT PLEASANT BEACH.
 KV0832'0.55 MILE NORTH ALONG THE NEW YORK AND LONG BRANCH RAILROAD FROM
 KV0832'THE STATION AT POINT PLESANT BEACH, THENCE 0.65 MILE EAST ALONG
 KV0832'BROADWAY, THENCE 0.1 MILE NORTH ALONG OCEAN AVENUE, DIRECTLY IN
 KV0832'FRONT OF THE GATES INLET BAIT AND TACKLE STORE, 50 FEET SOUTH OF
 KV0832'A FIRE HYDRANT, ABOUT 231 FEET SOUTH OF THE NORTH END OF OCEAN
 KV0832'AVENUE, 8 FEET EAST OF FRONT DOOR OF STORE, 51 FEET NORTH OF
 KV0832'POWER LINE POLE NO. 106, 7.4 FEET WEST OF THE WEST CURB OF OCEAN
 KV0832'AVENUE, ABOUT LEVEL WITH THE SIDEWALK AND SET IN THE TOP OF A
 KV0832'CONCRETE POST SURROUNDED BY SIDEWALK.
 KV0832
 KV0832                          STATION RECOVERY (1968)
 KV0832
 KV0832'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 KV0832'RECOVERED IN GOOD CONDITION.
 KV0832
 KV0832                          STATION RECOVERY (1987)
 KV0832
 KV0832'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0832'RECOVERED IN GOOD CONDITION.
 KV0832
 KV0832                          STATION RECOVERY (1990)
 KV0832
 KV0832'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0832'RECOVERED IN GOOD CONDITION.
 KV0832
 KV0832                          STATION RECOVERY (1998)
 KV0832
 KV0832'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 KV0832'RECOVERED AS DESCRIBED.
 KV0832
 KV0832                          STATION RECOVERY (2001)
 KV0832
 KV0832'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0836 ***********************************************************************
 KV0836  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0836  DESIGNATION -  853 2591 TIDAL 5
 KV0836  PID         -  KV0836
 KV0836  STATE/COUNTY-  NJ/OCEAN
 KV0836  USGS QUAD   -  POINT PLEASANT (1989)
 KV0836
 KV0836                         *CURRENT SURVEY CONTROL
 KV0836  ___________________________________________________________________
 KV0836* NAD 83(1996)-  40 06 10.53447(N)    074 02 15.30719(W)     ADJUSTED  
 KV0836* NAVD 88     -         2.439  (meters)       8.00   (feet)  ADJUSTED  
 KV0836  ___________________________________________________________________
 KV0836  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 KV0836  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV0836  DYNAMIC HT  -           2.438 (meters)       8.00  (feet)  COMP
 KV0836  MODELED GRAV-     980,157.0   (mgal)                       NAVD 88
 KV0836
 KV0836  HORZ ORDER  -  SECOND
 KV0836  VERT ORDER  -  FIRST     CLASS II
 KV0836
 KV0836.The horizontal coordinates were established by classical geodetic methods
 KV0836.and adjusted by the National Geodetic Survey in May 2000..
 KV0836
 KV0836.The orthometric height was determined by differential leveling
 KV0836.and adjusted by the National Geodetic Survey in March 2001..
 KV0836.No vertical observational check was made to the station.
 KV0836
 KV0836.This Tidal Bench Mark is designated as VM 2596
 KV0836.by the Center for Operational Oceanographic Products and Services.
 KV0836
 KV0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0836
 KV0836.The geoid height was determined by GEOID03.
 KV0836
 KV0836.The dynamic height is computed by dividing the NAVD 88
 KV0836.geopotential number by the normal gravity value computed on the
 KV0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0836.degrees latitude (g = 980.6199 gals.).
 KV0836
 KV0836.The modeled gravity was interpolated from observed gravity values.
 KV0836
 KV0836;                    North         East     Units Scale Factor Converg.
 KV0836;SPC NJ       -   141,044.225   189,424.152   MT  0.99991913   +0 17 52.3
 KV0836;SPC NJ       -   462,742.59    621,469.07   sFT  0.99991913   +0 17 52.3
 KV0836;UTM  18      - 4,439,624.932   582,028.615   MT  0.99968283   +0 37 12.0
 KV0836
 KV0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0836!SPC NJ       -   1.00000479  x   0.99991913  =   0.99992392
 KV0836!UTM  18      -   1.00000479  x   0.99968283  =   0.99968762
 KV0836
 KV0836|---------------------------------------------------------------------|
 KV0836| PID    Reference Object                     Distance      Geod. Az  |
 KV0836|                                                           dddmmss.s |
 KV0836| KV5247 MANASQUAN INLET SHORAN TOWER         15.532 METERS 07519     |
 KV0836| KV5278 POINT PLEASANT MUNICIPAL TANK       APPROX. 2.0 KM 2025307.8 |
 KV0836|---------------------------------------------------------------------|
 KV0836
 KV0836                          SUPERSEDED SURVEY CONTROL
 KV0836
 KV0836  NAD 83(1996)-  40 06 10.54035(N)    074 02 15.30468(W) AD(       ) 2
 KV0836  NAD 83(1986)-  40 06 10.53626(N)    074 02 15.29976(W) AD(       ) 2
 KV0836  NAD 27      -  40 06 10.12450(N)    074 02 16.80310(W) AD(       ) 2
 KV0836  NAVD 88 (??/??/92)    2.439  (m)            8.00   (f) UNKNOWN     3 0
 KV0836  NGVD 29 (04/16/92)    2.775  (m)            9.10   (f) ADJUSTED    1 1
 KV0836
 KV0836.Superseded values are not recommended for survey control.
 KV0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0836.See file dsdata.txt to determine how the superseded data were derived.
 KV0836
 KV0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8202939625(NAD 83)
 KV0836_MARKER: DJ = TIDAL STATION DISK
 KV0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0836_STAMPING: NO 5 1936
 KV0836_MARK LOGO: CGS   
 KV0836_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0836+STABILITY: SURFACE MOTION
 KV0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0836+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2001
 KV0836
 KV0836  HISTORY     - Date     Condition        Report By
 KV0836  HISTORY     - 1936     MONUMENTED       CGS
 KV0836  HISTORY     - 1964     GOOD             CGS
 KV0836  HISTORY     - 1984     GOOD             USPSQD
 KV0836  HISTORY     - 1987     GOOD             USPSQD
 KV0836  HISTORY     - 1988     GOOD             NOSAMC
 KV0836  HISTORY     - 1990     GOOD             USPSQD
 KV0836  HISTORY     - 19980622 GOOD             NJGS
 KV0836  HISTORY     - 20010417 GOOD             NJGS
 KV0836
 KV0836                          STATION DESCRIPTION
 KV0836
 KV0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (HEF)
 KV0836'THE STATION IS LOCATED AT THE MANASQUAN INLET COAST GUARD
 KV0836'STATION.  IT IS 37 FT. W OF THE SE CORNER OF THE SW LEG OF THE
 KV0836'SHORAN TOWER, AND 21 FT. N OF THE NW CORNER OF THE MAIN COAST
 KV0836'GUARD BUILDING.  THE MARK IS A STANDARD BENCH-MARK DISK, STAMPED
 KV0836'NO. 5 1936 PROJECTING 3 IN.
 KV0836
 KV0836                          STATION RECOVERY (1964)
 KV0836
 KV0836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0836'1.4 MI NE FROM PT PLEASANT BEACH.
 KV0836'0.55 MILE NORTH ALONG THE NEW YORK AND LONG BRANCH RAILROAD FROM
 KV0836'THE STATION AT POINT PLEASANT BEACH, THENCE 0.65 MILE EAST ALONG
 KV0836'BROADWAY, THENCE 0.1 MILE NORTH ALONG OCEAN AVENUE, THENCE 0.1
 KV0836'MILE NORTHWEST ALONG INLET DRIVE, AT THE NORTH SIDE OF THE
 KV0836'MANASQUAN COAST GUARD STATION, 91 FEET SOUTHWEST OF THE CENTER
 KV0836'LINE OF INLET DRIVE, 73 1/2 FEET NORTHEAST OF POWER LINE POLE NO.
 KV0836'373, 28 FEET WEST OF THE WEST CORNER OF A CHAIN LINK FENCE AROUND
 KV0836'A SHORAN STATION, 21.5 FEET NORTH-NORTHEAST OF THE NORTH CORNER
 KV0836'OF THE COAST GUARD STATION, 54.8 FEET SOUTH-SOUTHWEST OF
 KV0836'TRIANGULATION STATION MAN DESCRIBED, 1 FOOT ABOVE THE LEVEL OF
 KV0836'INLET DRIVE AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KV0836'GROUND.
 KV0836
 KV0836                          STATION RECOVERY (1984)
 KV0836
 KV0836'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV0836'NO. 5 1936 FOUND GOOD.
 KV0836'RECOVERED AS DESCRIBED.
 KV0836
 KV0836                          STATION RECOVERY (1987)
 KV0836
 KV0836'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0836'RECOVERED IN GOOD CONDITION.
 KV0836
 KV0836                          STATION RECOVERY (1988)
 KV0836
 KV0836'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KV0836'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT IT IS NOW 0.1 FT
 KV0836'BELOW GROUND SURFACE.
 KV0836
 KV0836                          STATION RECOVERY (1990)
 KV0836
 KV0836'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0836'RECOVERED IN GOOD CONDITION.
 KV0836
 KV0836                          STATION RECOVERY (1998)
 KV0836
 KV0836'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 KV0836'RECOVERED AS DESCRIBED.
 KV0836
 KV0836                          STATION RECOVERY (2001)
 KV0836
 KV0836'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV0836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8482 ***********************************************************************
 AI8482  DESIGNATION -  853 2786 F TIDAL
 AI8482  PID         -  AI8482
 AI8482  STATE/COUNTY-  NJ/OCEAN
 AI8482  USGS QUAD   -  POINT PLEASANT (1989)
 AI8482
 AI8482                         *CURRENT SURVEY CONTROL
 AI8482  ___________________________________________________________________
 AI8482* NAD 83(1986)-  40 02 16.     (N)    074 03 10.     (W)     SCALED    
 AI8482* NAVD 88     -         0.266  (meters)       0.87   (feet)  ADJUSTED  
 AI8482  ___________________________________________________________________
 AI8482  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AI8482  DYNAMIC HT  -           0.266 (meters)       0.87  (feet)  COMP
 AI8482  MODELED GRAV-     980,159.5   (mgal)                       NAVD 88
 AI8482
 AI8482  VERT ORDER  -  FIRST     CLASS I
 AI8482
 AI8482.The horizontal coordinates were scaled from a topographic map and have
 AI8482.an estimated accuracy of +/- 6 seconds.
 AI8482
 AI8482.The orthometric height was determined by differential leveling
 AI8482.and adjusted by the National Geodetic Survey in March 2001..
 AI8482
 AI8482.The geoid height was determined by GEOID03.
 AI8482
 AI8482.The dynamic height is computed by dividing the NAVD 88
 AI8482.geopotential number by the normal gravity value computed on the
 AI8482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8482.degrees latitude (g = 980.6199 gals.).
 AI8482
 AI8482.The modeled gravity was interpolated from observed gravity values.
 AI8482
 AI8482;                    North         East    Units  Estimated Accuracy
 AI8482;SPC NJ       -   133,800.      188,170.      MT  (+/- 180 meters Scaled)
 AI8482
 AI8482                          SUPERSEDED SURVEY CONTROL
 AI8482
 AI8482.No superseded survey control is available for this station.
 AI8482
 AI8482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK808323(NAD 83)
 AI8482_MARKER: DJ = TIDAL STATION DISK
 AI8482_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI8482_STAMPING: 2786 F 1976
 AI8482_MARK LOGO: NOS   
 AI8482_PROJECTION: RECESSED 4 CENTIMETERS
 AI8482_MAGNETIC: I = MARKER IS A STEEL ROD
 AI8482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8482+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1998
 AI8482_ROD/PIPE-DEPTH: 15.2 meters
 AI8482
 AI8482  HISTORY     - Date     Condition        Report By
 AI8482  HISTORY     - 1976     MONUMENTED       PORTER
 AI8482  HISTORY     - 19980601 GOOD             NJGS
 AI8482  HISTORY     - 20020725 GOOD             USGS
 AI8482
 AI8482                          STATION DESCRIPTION
 AI8482
 AI8482'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI8482'THE STATION IS LOCATED IN THE BOROUGH OF MANTOLOKING ON THE NORTH SIDE
 AI8482'OF DOWNER AVENUE AT THE END OF THE PAVED SURFACE.  TO REACH THE
 AI8482'STATION FROM THE INTERSECTION OF OCEAN AVENUE, STATE ROUTE 35 AND
 AI8482'HERBERT STREET, COUNTY ROAD 528, JUST EAST FROM THE BRIDGE CARRYING
 AI8482'COUNTY ROAD 528 OVER THE BARNEGAT BAY, GO 0.05 MI (0.08 KM) WEST ON
 AI8482'COUNTY ROAD 528 TO THE INTERSECTION WITH BAY AVENUE ON THE LEFT. TURN
 AI8482'LEFT AND GO SOUTH ON BAY AVENUE FOR ABOUT 0.55 MI (0.89 KM) TO THE
 AI8482'INTERSECTION WITH DOWNER AVENUE.  TURN LEFT AND GO WEST ON DOWNER FOR
 AI8482'ABOUT 0.10 MI (0.16 KM) TO THE END OF THE STREET AND THE STATION ON
 AI8482'THE RIGHT.  THE STATION IS 1.2 FT (0.4 M) NORTH FROM THE NORTH CURB OF
 AI8482'DOWNER AVENUE, 43.8 FT (13.4 M) EAST FROM THE NORTHEAST CORNER OF THE
 AI8482'TIMBER BULKHEAD ADJACENT TO BARNEGAT BAY,9.1 FT WEST FROM THE
 AI8482'SOUTHEAST CORNER OF THE FRONT PORCH FOR THE MANTOLOKING YACHT CLUB, A
 AI8482'ONE STORY FRAME BUILDING AND 48.4 FT (14.8 M) WEST FROM POLE NUMBER V
 AI8482'21 MG.
 AI8482
 AI8482                          STATION RECOVERY (2002)
 AI8482
 AI8482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 AI8482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8483 ***********************************************************************
 AI8483  DESIGNATION -  853 2786 G TIDAL
 AI8483  PID         -  AI8483
 AI8483  STATE/COUNTY-  NJ/OCEAN
 AI8483  USGS QUAD   -  POINT PLEASANT (1989)
 AI8483
 AI8483                         *CURRENT SURVEY CONTROL
 AI8483  ___________________________________________________________________
 AI8483* NAD 83(1986)-  40 02 16.     (N)    074 03 10.     (W)     SCALED    
 AI8483* NAVD 88     -         0.736  (meters)       2.41   (feet)  ADJUSTED  
 AI8483  ___________________________________________________________________
 AI8483  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AI8483  DYNAMIC HT  -           0.735 (meters)       2.41  (feet)  COMP
 AI8483  MODELED GRAV-     980,159.5   (mgal)                       NAVD 88
 AI8483
 AI8483  VERT ORDER  -  FIRST     CLASS I
 AI8483
 AI8483.The horizontal coordinates were scaled from a topographic map and have
 AI8483.an estimated accuracy of +/- 6 seconds.
 AI8483
 AI8483.The orthometric height was determined by differential leveling
 AI8483.and adjusted by the National Geodetic Survey in March 2001..
 AI8483
 AI8483.The geoid height was determined by GEOID03.
 AI8483
 AI8483.The dynamic height is computed by dividing the NAVD 88
 AI8483.geopotential number by the normal gravity value computed on the
 AI8483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8483.degrees latitude (g = 980.6199 gals.).
 AI8483
 AI8483.The modeled gravity was interpolated from observed gravity values.
 AI8483
 AI8483;                    North         East    Units  Estimated Accuracy
 AI8483;SPC NJ       -   133,800.      188,170.      MT  (+/- 180 meters Scaled)
 AI8483
 AI8483                          SUPERSEDED SURVEY CONTROL
 AI8483
 AI8483.No superseded survey control is available for this station.
 AI8483
 AI8483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK808323(NAD 83)
 AI8483_MARKER: DJ = TIDAL STATION DISK
 AI8483_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI8483_STAMPING: 2786 G 1976
 AI8483_MARK LOGO: NOS   
 AI8483_PROJECTION: RECESSED 4 CENTIMETERS
 AI8483_MAGNETIC: I = MARKER IS A STEEL ROD
 AI8483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8483+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2002
 AI8483_ROD/PIPE-DEPTH: 15.2 meters
 AI8483
 AI8483  HISTORY     - Date     Condition        Report By
 AI8483  HISTORY     - 1976     MONUMENTED       PORTER
 AI8483  HISTORY     - 19980601 GOOD             NJGS
 AI8483  HISTORY     - 20020725 GOOD             USGS
 AI8483  HISTORY     - 20031003 GOOD             USGS
 AI8483
 AI8483                          STATION DESCRIPTION
 AI8483
 AI8483'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI8483'THE STATION IS LOCATED IN THE BOROUGH OF MANTOLOKING ON THE NORTH SIDE
 AI8483'OF DOWNER AVENUE AT THE INTERSECTION OF BAY AVENUE.  TO REACH THE
 AI8483'STATION FROM THE INTERSECTION OF OCEAN AVENUE, STATE ROUTE 35 AND
 AI8483'HERBERT STREET, COUNTY ROAD 528, JUST EAST FROM THE BRIDGE CARRYING
 AI8483'COUNTY ROAD 528 OVER THE BARNEGAT BAY, GO 0.05 MI (0.08 KM) WEST ON
 AI8483'COUNTY ROAD 528 TO THE INTERSECTION WITH BAY AVENUE ON THE LEFT. TURN
 AI8483'LEFT AND GO SOUTH ON BAY AVENUE FOR ABOUT 0.55 MI (0.89 KM) TO THE
 AI8483'INTERSECTION WITH DOWNER AVENUE AND THE STATION ON THE LEFT, SET AT
 AI8483'THE NORTHEAST CORNER OF THE INTERSECTION NEAR THE WEST CORNER OF THE
 AI8483'BOROUGH CITY HALL AND FIRE STATION, A TWO STORY BRICK BUILDING. THE
 AI8483'STATION IS 12.8 FT (3.9 M) NORTH FROM THE NORTH CURB OF DOWNER AVENUE,
 AI8483'27.0 FT (8.2 M) EAST FROM THE EAST CURB OF BAY AVENUE AND 10.7 FT (3.3
 AI8483'M) WEST FROM THE SOUTHWEST CORNER OF THE CITY HALL BUILDING.
 AI8483
 AI8483                          STATION RECOVERY (2002)
 AI8483
 AI8483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 AI8483'RECOVERED IN GOOD CONDITION.
 AI8483
 AI8483                          STATION RECOVERY (2003)
 AI8483
 AI8483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (DSK)
 AI8483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8484 ***********************************************************************
 AI8484  DESIGNATION -  853 2786 H TIDAL
 AI8484  PID         -  AI8484
 AI8484  STATE/COUNTY-  NJ/OCEAN
 AI8484  USGS QUAD   -  POINT PLEASANT (1989)
 AI8484
 AI8484                         *CURRENT SURVEY CONTROL
 AI8484  ___________________________________________________________________
 AI8484* NAD 83(1986)-  40 02 16.     (N)    074 03 10.     (W)     SCALED    
 AI8484* NAVD 88     -         0.868  (meters)       2.85   (feet)  ADJUSTED  
 AI8484  ___________________________________________________________________
 AI8484  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AI8484  DYNAMIC HT  -           0.867 (meters)       2.84  (feet)  COMP
 AI8484  MODELED GRAV-     980,159.5   (mgal)                       NAVD 88
 AI8484
 AI8484  VERT ORDER  -  FIRST     CLASS I
 AI8484
 AI8484.The horizontal coordinates were scaled from a topographic map and have
 AI8484.an estimated accuracy of +/- 6 seconds.
 AI8484
 AI8484.The orthometric height was determined by differential leveling
 AI8484.and adjusted by the National Geodetic Survey in March 2001..
 AI8484
 AI8484.The geoid height was determined by GEOID03.
 AI8484
 AI8484.The dynamic height is computed by dividing the NAVD 88
 AI8484.geopotential number by the normal gravity value computed on the
 AI8484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8484.degrees latitude (g = 980.6199 gals.).
 AI8484
 AI8484.The modeled gravity was interpolated from observed gravity values.
 AI8484
 AI8484;                    North         East    Units  Estimated Accuracy
 AI8484;SPC NJ       -   133,800.      188,170.      MT  (+/- 180 meters Scaled)
 AI8484
 AI8484                          SUPERSEDED SURVEY CONTROL
 AI8484
 AI8484.No superseded survey control is available for this station.
 AI8484
 AI8484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK808323(NAD 83)
 AI8484_MARKER: DJ = TIDAL STATION DISK
 AI8484_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI8484_STAMPING: 2786 H 1976
 AI8484_MARK LOGO: NOS   
 AI8484_PROJECTION: RECESSED 4 CENTIMETERS
 AI8484_MAGNETIC: I = MARKER IS A STEEL ROD
 AI8484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8484+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1998
 AI8484_ROD/PIPE-DEPTH: 15.2 meters
 AI8484
 AI8484  HISTORY     - Date     Condition        Report By
 AI8484  HISTORY     - 1976     MONUMENTED       PORTER
 AI8484  HISTORY     - 19980601 GOOD             NJGS
 AI8484  HISTORY     - 20020725 GOOD             USGS
 AI8484  HISTORY     - 20031003 GOOD             USGS
 AI8484
 AI8484                          STATION DESCRIPTION
 AI8484
 AI8484'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI8484'THE STATION IS LOCATED IN THE BOROUGH OF MANTOLOKING ON THE WEST SIDE
 AI8484'OF BAY AVENUE.  TO REACH THE STATION FROM THE INTERSECTION OF OCEAN
 AI8484'AVENUE, STATE ROUTE 35 AND HERBERT STREET, COUNTY ROAD 528, JUST EAST
 AI8484'FROM THE BRIDGE CARRYING COUNTY ROAD 528 OVER THE BARNEGAT BAY, GO
 AI8484'0.05 MI (0.08 KM) WEST ON COUNTY ROAD 528 TO THE INTERSECTION WITH BAY
 AI8484'AVENUE ON THE LEFT.  TURN LEFT AND GO SOUTH ON BAY AVENUE FOR ABOUT
 AI8484'0.15 MI (0.24 KM) TO THE EAST ENTRANCE DRIVE LEADING TO THE
 AI8484'MANTOLOKING YACHT CLUB AND THE STATION ON THE RIGHT.  THE STATION IS
 AI8484'68.2 FT (20.8 M) WEST FROM THE CENTERLINE OF BAY AVENUE, 20.2 FT (6.2
 AI8484'M) SOUTH FROM THE CENTERLINE OF THE PAVED ENTRANCE DRIVE LEADING TO
 AI8484'THE YACHT CLUB AND 50.3 FT (15.3 M) WEST FROM THE WEST CURB OF BAY
 AI8484'AVENUE.
 AI8484
 AI8484                          STATION RECOVERY (2002)
 AI8484
 AI8484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 AI8484'RECOVERED IN GOOD CONDITION.
 AI8484
 AI8484                          STATION RECOVERY (2003)
 AI8484
 AI8484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (DSK)
 AI8484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2449 ***********************************************************************
 JU2449  DESIGNATION -  853 3051 D TIDAL
 JU2449  PID         -  JU2449
 JU2449  STATE/COUNTY-  NJ/OCEAN
 JU2449  USGS QUAD   -  TOMS RIVER (1989)
 JU2449
 JU2449                         *CURRENT SURVEY CONTROL
 JU2449  ___________________________________________________________________
 JU2449* NAD 83(1986)-  39 57 04.     (N)    074 11 53.     (W)     SCALED    
 JU2449* NAVD 88     -         0.689  (meters)       2.26   (feet)  ADJUSTED  
 JU2449  ___________________________________________________________________
 JU2449  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU2449  DYNAMIC HT  -           0.688 (meters)       2.26  (feet)  COMP
 JU2449  MODELED GRAV-     980,161.0   (mgal)                       NAVD 88
 JU2449
 JU2449  VERT ORDER  -  FIRST     CLASS II
 JU2449
 JU2449.The horizontal coordinates were scaled from a topographic map and have
 JU2449.an estimated accuracy of +/- 6 seconds.
 JU2449
 JU2449.The orthometric height was determined by differential leveling
 JU2449.and adjusted by the National Geodetic Survey in June 1991..
 JU2449
 JU2449.The geoid height was determined by GEOID03.
 JU2449
 JU2449.The dynamic height is computed by dividing the NAVD 88
 JU2449.geopotential number by the normal gravity value computed on the
 JU2449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2449.degrees latitude (g = 980.6199 gals.).
 JU2449
 JU2449.The modeled gravity was interpolated from observed gravity values.
 JU2449
 JU2449;                    North         East    Units  Estimated Accuracy
 JU2449;SPC NJ       -   124,130.      175,800.      MT  (+/- 180 meters Scaled)
 JU2449
 JU2449                          SUPERSEDED SURVEY CONTROL
 JU2449
 JU2449  NGVD 29 (01/10/92)    1.045  (m)            3.43   (f) ADJUSTED    1 2
 JU2449
 JU2449.Superseded values are not recommended for survey control.
 JU2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2449.See file dsdata.txt to determine how the superseded data were derived.
 JU2449
 JU2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK685226(NAD 83)
 JU2449_MARKER: DJ = TIDAL STATION DISK
 JU2449_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2449_SP_SET: COPPER-CLAD STEEL ROD
 JU2449_STAMPING: 3051 D 1976
 JU2449_PROJECTION: FLUSH
 JU2449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2449_ROD/PIPE-DEPTH: 15.2 meters
 JU2449
 JU2449  HISTORY     - Date     Condition        Report By
 JU2449  HISTORY     - 1976     MONUMENTED       NOS
 JU2449  HISTORY     - 1979     GOOD             NGS
 JU2449  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 JU2449  HISTORY     - 19950818 MARK NOT FOUND   USPSQD
 JU2449  HISTORY     - 19960801 MARK NOT FOUND   USPSQD
 JU2449
 JU2449                          STATION DESCRIPTION
 JU2449
 JU2449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2449'IN TOMS RIVER.
 JU2449'IN TOMS RIVER, AT THE EAST SIDE OF HADDY PARK, LOCATED NEAR THE
 JU2449'INTERSECTION OF COUNTY ROUTE 166 AND WATER STREET, THE STANDARD
 JU2449'NOS BENCH MARK DISK IS SET ON TOP OF A 5/8 INCH DIAM. COPPER COATED
 JU2449'STEEL ROD DRIVEN 50 FEET, 23.2 FEET SOUTHWEST OF THE SOUTHWEST
 JU2449'CORNER OF A CURB BORDERING THE WEST SIDE OF A MUNICIPAL PARKING
 JU2449'AREA, 18.0 FEET NORTH OF THE OUTSIDE CORNER OF BULKHEADING ALONG
 JU2449'TOMS RIVER, 6.3 FEET EAST OF THE BULKHEAD, AND 55.7 FEET SOUTH
 JU2449'OF THE CORNER OF THE TURN IN A SIDEWALK, SET 2 INCHES BELOW GROUND,
 JU2449'30.3 FEET NORTHWEST OF THE NORTHEAST CORNER OF A SINGLE STORY
 JU2449'WOODEN BUILDING AT THE SOUTH END OF PAVED PARKING LOT OF HADDY
 JU2449'PARK.
 JU2449'THE MARK IS 1 FT BELOW STREET.
 JU2449
 JU2449                          STATION RECOVERY (1991)
 JU2449
 JU2449'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWK)
 JU2449'MARK NOT FOUND.
 JU2449
 JU2449                          STATION RECOVERY (1995)
 JU2449
 JU2449'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2449'MARK NOT FOUND.
 JU2449
 JU2449                          STATION RECOVERY (1996)
 JU2449
 JU2449'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2450 ***********************************************************************
 JU2450  DESIGNATION -  853 3051 E TIDAL
 JU2450  PID         -  JU2450
 JU2450  STATE/COUNTY-  NJ/OCEAN
 JU2450  USGS QUAD   -  TOMS RIVER (1989)
 JU2450
 JU2450                         *CURRENT SURVEY CONTROL
 JU2450  ___________________________________________________________________
 JU2450* NAD 83(1986)-  39 57 04.     (N)    074 11 53.     (W)     SCALED    
 JU2450* NAVD 88     -         2.088  (meters)       6.85   (feet)  ADJUSTED  
 JU2450  ___________________________________________________________________
 JU2450  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU2450  DYNAMIC HT  -           2.087 (meters)       6.85  (feet)  COMP
 JU2450  MODELED GRAV-     980,161.0   (mgal)                       NAVD 88
 JU2450
 JU2450  VERT ORDER  -  FIRST     CLASS II
 JU2450
 JU2450.The horizontal coordinates were scaled from a topographic map and have
 JU2450.an estimated accuracy of +/- 6 seconds.
 JU2450
 JU2450.The orthometric height was determined by differential leveling
 JU2450.and adjusted by the National Geodetic Survey in June 1991..
 JU2450
 JU2450.The geoid height was determined by GEOID03.
 JU2450
 JU2450.The dynamic height is computed by dividing the NAVD 88
 JU2450.geopotential number by the normal gravity value computed on the
 JU2450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2450.degrees latitude (g = 980.6199 gals.).
 JU2450
 JU2450.The modeled gravity was interpolated from observed gravity values.
 JU2450
 JU2450;                    North         East    Units  Estimated Accuracy
 JU2450;SPC NJ       -   124,130.      175,800.      MT  (+/- 180 meters Scaled)
 JU2450
 JU2450                          SUPERSEDED SURVEY CONTROL
 JU2450
 JU2450  NGVD 29 (01/10/92)    2.444  (m)            8.02   (f) ADJUSTED    1 2
 JU2450
 JU2450.Superseded values are not recommended for survey control.
 JU2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2450.See file dsdata.txt to determine how the superseded data were derived.
 JU2450
 JU2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK685226(NAD 83)
 JU2450_MARKER: DJ = TIDAL STATION DISK
 JU2450_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2450_SP_SET: COPPER-CLAD STEEL ROD
 JU2450_STAMPING: 3051E 1976
 JU2450_PROJECTION: FLUSH
 JU2450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2450+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2004
 JU2450_ROD/PIPE-DEPTH: 15.2 meters
 JU2450
 JU2450  HISTORY     - Date     Condition        Report By
 JU2450  HISTORY     - 1976     MONUMENTED       NOS
 JU2450  HISTORY     - 1979     GOOD             NGS
 JU2450  HISTORY     - 1991     GOOD             USPSQD
 JU2450  HISTORY     - 20041029 GOOD             SURSAT
 JU2450
 JU2450                          STATION DESCRIPTION
 JU2450
 JU2450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2450'IN TOMS RIVER.
 JU2450'IN TOMS RIVER, AT THE NORTHEAST CONRER OF HADDY PARK, LOCATED NEAR
 JU2450'THE INTERSECTION OF WATER STREET AND ROBBINS STREET, 239 FEET NORTH
 JU2450'OF BENCH MARK 3065 D, THE STANDARD NOS BENCH MARK DISK IS SET ON
 JU2450'TOP OF A 5/8 INCH DIAM. COPPER COATED STEEL ROD DRIVEN 50 FEET,
 JU2450'5.3 FEET SOUTH OF THE SOUTH EDGE OF THE CONCRETE SIDEWALK, 43.7 FEET
 JU2450'WEST OF THE NORTHWEST CORNER OF CONCRETE CURBING SEPARATING THE
 JU2450'PARKING AREA FROM A FLOWER BED, 53.3 FEET EAST OF THE EAST EDGE OF
 JU2450'ROBBINS STREET, AND SET 2 INCHES BELOW THE GROUND, 79 FEET SOUTHEAST
 JU2450'OF SOUTHEAST EDGE OF THE SIDEWALK LEADING TO WOODEN WALKWAY BRIDGE
 JU2450'OVER TOMS RIVER.
 JU2450'THE MARK IS 1 FT ABOVE STREET.
 JU2450
 JU2450                          STATION RECOVERY (1991)
 JU2450
 JU2450'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWK)
 JU2450'RECOVERED IN GOOD CONDITION.
 JU2450
 JU2450                          STATION RECOVERY (2004)
 JU2450
 JU2450'RECOVERY NOTE BY SURVSAT 2004 (BRB)
 JU2450'MARK IS 42.6' NE OF POLE NO. JC8837DV AND 42.8' N OF THE SW CORNER OF
 JU2450'A BRICK BLDG WITH RESTROOMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0037 ***********************************************************************
 JU0037  DESIGNATION -  853 3065 TIDAL 2
 JU0037  PID         -  JU0037
 JU0037  STATE/COUNTY-  NJ/OCEAN
 JU0037  USGS QUAD   -  TOMS RIVER (1989)
 JU0037
 JU0037                         *CURRENT SURVEY CONTROL
 JU0037  ___________________________________________________________________
 JU0037* NAD 83(1986)-  39 56 24.     (N)    074 11 23.     (W)     SCALED    
 JU0037* NAVD 88     -         5.197  (meters)      17.05   (feet)  ADJUSTED  
 JU0037  ___________________________________________________________________
 JU0037  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU0037  DYNAMIC HT  -           5.195 (meters)      17.04  (feet)  COMP
 JU0037  MODELED GRAV-     980,160.8   (mgal)                       NAVD 88
 JU0037
 JU0037  VERT ORDER  -  FIRST     CLASS I
 JU0037
 JU0037.The horizontal coordinates were scaled from a topographic map and have
 JU0037.an estimated accuracy of +/- 6 seconds.
 JU0037
 JU0037.The orthometric height was determined by differential leveling
 JU0037.and adjusted by the National Geodetic Survey in June 1991..
 JU0037
 JU0037.The geoid height was determined by GEOID03.
 JU0037
 JU0037.The dynamic height is computed by dividing the NAVD 88
 JU0037.geopotential number by the normal gravity value computed on the
 JU0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0037.degrees latitude (g = 980.6199 gals.).
 JU0037
 JU0037.The modeled gravity was interpolated from observed gravity values.
 JU0037
 JU0037;                    North         East    Units  Estimated Accuracy
 JU0037;SPC NJ       -   122,900.      176,520.      MT  (+/- 180 meters Scaled)
 JU0037
 JU0037                          SUPERSEDED SURVEY CONTROL
 JU0037
 JU0037  NGVD 29 (04/16/92)    5.554  (m)           18.22   (f) ADJUSTED    1 1
 JU0037
 JU0037.Superseded values are not recommended for survey control.
 JU0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0037.See file dsdata.txt to determine how the superseded data were derived.
 JU0037
 JU0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK692214(NAD 83)
 JU0037_MARKER: DJ = TIDAL STATION DISK
 JU0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0037_SP_SET: FOUNDATION
 JU0037_STAMPING: NO 2 1935
 JU0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0037
 JU0037  HISTORY     - Date     Condition        Report By
 JU0037  HISTORY     - 1935     MONUMENTED       CGS
 JU0037  HISTORY     - 1964     GOOD             CGS
 JU0037  HISTORY     - 1979     GOOD             NGS
 JU0037  HISTORY     - 1987     GOOD             USPSQD
 JU0037  HISTORY     - 1987     GOOD             USPSQD
 JU0037
 JU0037                          STATION DESCRIPTION
 JU0037
 JU0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0037'AT BEACHWOOD.
 JU0037'AT BEACHWOOD, ALONG STATE HIGHWAY 166 AT THE JUNCTION OF SEAMAN
 JU0037'AVENUE, AT THE BEACHWOOD FIRE HOUSE AND CITY HALL, SET IN THE
 JU0037'CONCRETE FOUNDATION AT THE WEST CORNER OF THE FIRE HOUSE, 44 FEET
 JU0037'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT SOUTHEAST OF
 JU0037'THE WEST CORNER OF THE BUILDING, ABOUT FLUSH WITH THE SIDEWALK
 JU0037'AND ABOUT LEVEL WITH THE HIGHWAY.  TIDAL STATION 39, BEACHWOOD,
 JU0037'TOMS RIVER
 JU0037
 JU0037                          STATION RECOVERY (1979)
 JU0037
 JU0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0037'RECOVERED IN GOOD CONDITION.
 JU0037
 JU0037                          STATION RECOVERY (1987)
 JU0037
 JU0037'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0037'RECOVERED IN GOOD CONDITION.
 JU0037
 JU0037                          STATION RECOVERY (1987)
 JU0037
 JU0037'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI7805 ***********************************************************************
 AI7805  DESIGNATION -  853 3071 A TIDAL
 AI7805  PID         -  AI7805
 AI7805  STATE/COUNTY-  NJ/OCEAN
 AI7805  USGS QUAD   -  SEASIDE PARK (1989)
 AI7805
 AI7805                         *CURRENT SURVEY CONTROL
 AI7805  ___________________________________________________________________
 AI7805* NAD 83(1986)-  39 56 30.     (N)    074 04 30.     (W)     SCALED    
 AI7805* NAVD 88     -         4.104  (meters)      13.46   (feet)  ADJUSTED  
 AI7805  ___________________________________________________________________
 AI7805  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AI7805  DYNAMIC HT  -           4.102 (meters)      13.46  (feet)  COMP
 AI7805  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 AI7805
 AI7805  VERT ORDER  -  FIRST     CLASS II
 AI7805
 AI7805.The horizontal coordinates were scaled from a topographic map and have
 AI7805.an estimated accuracy of +/- 6 seconds.
 AI7805
 AI7805.The orthometric height was determined by differential leveling
 AI7805.and adjusted by the National Geodetic Survey in March 2001..
 AI7805.No vertical observational check was made to the station.
 AI7805
 AI7805.The geoid height was determined by GEOID03.
 AI7805
 AI7805.The dynamic height is computed by dividing the NAVD 88
 AI7805.geopotential number by the normal gravity value computed on the
 AI7805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7805.degrees latitude (g = 980.6199 gals.).
 AI7805
 AI7805.The modeled gravity was interpolated from observed gravity values.
 AI7805
 AI7805;                    North         East    Units  Estimated Accuracy
 AI7805;SPC NJ       -   123,130.      186,320.      MT  (+/- 180 meters Scaled)
 AI7805
 AI7805                          SUPERSEDED SURVEY CONTROL
 AI7805
 AI7805.No superseded survey control is available for this station.
 AI7805
 AI7805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK790216(NAD 83)
 AI7805_MARKER: DJ = TIDAL STATION DISK
 AI7805_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI7805_STAMPING: 3071 A 1976
 AI7805_MARK LOGO: NOS   
 AI7805_PROJECTION: FLUSH
 AI7805_MAGNETIC: I = MARKER IS A STEEL ROD
 AI7805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7805_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7805+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 AI7805_ROD/PIPE-DEPTH: 9.8  meters
 AI7805
 AI7805  HISTORY     - Date     Condition        Report By
 AI7805  HISTORY     - 1976     MONUMENTED       PORTER
 AI7805  HISTORY     - 19981030 GOOD             NJGS
 AI7805
 AI7805                          STATION DESCRIPTION
 AI7805
 AI7805'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI7805'THE STATION IS LOCATED IN THE BOROUGH OF SEASIDE HEIGHTS AT THE EAST
 AI7805'END OF GRANT AVENUE NEAR THE WEST SIDE OF THE BOARDWALK.  TO REACH THE
 AI7805'STATION FROM INTERSECTION OF HAMILTON AVENUE AND BOULEVARD, STATE
 AI7805'ROUTE 35, GO NORTH ON BOULEVARD FOR ABOUT 0.20 MI (0.32 KM) TO THE
 AI7805'INTERSECTION WITH GRANT AVENUE.  TURN RIGHT AND GO EAST ON GRANT
 AI7805'AVENUE FOR ABOUT 0.15 MI (0.24 KM) TO THE DEAD END AT THE BOARDWALK
 AI7805'AND THE STATION ON THE LEFT, SET FLUSH IN A PLASTIC PIPE PROJECTING
 AI7805'ABOUT 0.05 M (0.16 FT) ABOVE THE SIDEWALK IN A CIRCULAR CUTOUT ON THE
 AI7805'WEST SIDE OF THE BOARDWALK.  THE STATION IS 0.76 M (2.49 FT) WEST FROM
 AI7805'THE WEST SIDE OF THE BOARDWALK, 4.65 M (15.26 FT) NORTH FROM THE
 AI7805'CENTERLINE OF A RAMP LEADING TO THE BOARDWALK, 7.75 M (25.43 FT) NORTH
 AI7805'FROM A FIRE HYDRANT ON THE BOARDWALK, 9.45 M (31.00 FT) SOUTHWEST FROM
 AI7805'THE SOUTHEAST CORNER THE PALACE ARCADE BUILDING AND 2.75 M (9.02 FT)
 AI7805'SOUTHWEST FROM A PEDESTAL FOR A PUBLIC TELEPHONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI7806 ***********************************************************************
 AI7806  DESIGNATION -  853 3071 C TIDAL
 AI7806  PID         -  AI7806
 AI7806  STATE/COUNTY-  NJ/OCEAN
 AI7806  USGS QUAD   -  SEASIDE PARK (1989)
 AI7806
 AI7806                         *CURRENT SURVEY CONTROL
 AI7806  ___________________________________________________________________
 AI7806* NAD 83(1986)-  39 56 30.     (N)    074 04 30.     (W)     SCALED    
 AI7806* NAVD 88     -         2.580  (meters)       8.46   (feet)  ADJUSTED  
 AI7806  ___________________________________________________________________
 AI7806  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AI7806  DYNAMIC HT  -           2.579 (meters)       8.46  (feet)  COMP
 AI7806  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 AI7806
 AI7806  VERT ORDER  -  FIRST     CLASS II
 AI7806
 AI7806.The horizontal coordinates were scaled from a topographic map and have
 AI7806.an estimated accuracy of +/- 6 seconds.
 AI7806
 AI7806.The orthometric height was determined by differential leveling
 AI7806.and adjusted by the National Geodetic Survey in March 2001..
 AI7806.No vertical observational check was made to the station.
 AI7806
 AI7806.The geoid height was determined by GEOID03.
 AI7806
 AI7806.The dynamic height is computed by dividing the NAVD 88
 AI7806.geopotential number by the normal gravity value computed on the
 AI7806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7806.degrees latitude (g = 980.6199 gals.).
 AI7806
 AI7806.The modeled gravity was interpolated from observed gravity values.
 AI7806
 AI7806;                    North         East    Units  Estimated Accuracy
 AI7806;SPC NJ       -   123,130.      186,320.      MT  (+/- 180 meters Scaled)
 AI7806
 AI7806                          SUPERSEDED SURVEY CONTROL
 AI7806
 AI7806.No superseded survey control is available for this station.
 AI7806
 AI7806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK790216(NAD 83)
 AI7806_MARKER: DJ = TIDAL STATION DISK
 AI7806_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI7806_SP_SET: STEPS
 AI7806_STAMPING: 3071 C 1976
 AI7806_MARK LOGO: NOS   
 AI7806_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI7806_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7806+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 AI7806
 AI7806  HISTORY     - Date     Condition        Report By
 AI7806  HISTORY     - 1976     MONUMENTED       PORTER
 AI7806  HISTORY     - 19981030 GOOD             NJGS
 AI7806
 AI7806                          STATION DESCRIPTION
 AI7806
 AI7806'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI7806'THE STATION IS LOCATED IN THE BOROUGH OF SEASIDE HEIGHTS ON THE NORTH
 AI7806'SIDE OF GRANT AVENUE.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI7806'HAMILTON AVENUE AND BOULEVARD, STATE ROUTE 35, GO NORTH ON BOULEVARD
 AI7806'FOR ABOUT 0.20 MI (0.32 KM) TO THE INTERSECTION WITH GRANT AVENUE.
 AI7806'TURN LEFT AND GO WEST ON GRANT AVENUE FOR ABOUT 100 M (328.1 FT) TO
 AI7806'THE STATION ON THE RIGHT, SET FLUSH AT THE SOUTHWEST CORNER OF THE TOP
 AI7806'STEP LEADING TO THE OUR LADY OF PERPETUAL HELP CHURCH.  THE STATION IS
 AI7806'4.5 M (14.8 FT) EAST FROM THE SOUTHWEST CORNER OF THE CHURCH BUILDING
 AI7806'AND 12.7 M (41.7 FT) NORTH FROM THE NORTH CURB OF GRANT AVENUE AND
 AI7806'ABOUT 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI7808 ***********************************************************************
 AI7808  DESIGNATION -  853 3135 A TIDAL
 AI7808  PID         -  AI7808
 AI7808  STATE/COUNTY-  NJ/OCEAN
 AI7808  USGS QUAD   -  SEASIDE PARK (1989)
 AI7808
 AI7808                         *CURRENT SURVEY CONTROL
 AI7808  ___________________________________________________________________
 AI7808* NAD 83(1986)-  39 55 14.     (N)    074 04 46.     (W)     SCALED    
 AI7808* NAVD 88     -         0.552  (meters)       1.81   (feet)  ADJUSTED  
 AI7808  ___________________________________________________________________
 AI7808  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 AI7808  DYNAMIC HT  -           0.552 (meters)       1.81  (feet)  COMP
 AI7808  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 AI7808
 AI7808  VERT ORDER  -  FIRST     CLASS II
 AI7808
 AI7808.The horizontal coordinates were scaled from a topographic map and have
 AI7808.an estimated accuracy of +/- 6 seconds.
 AI7808
 AI7808.The orthometric height was determined by differential leveling
 AI7808.and adjusted by the National Geodetic Survey in March 2001..
 AI7808
 AI7808.The geoid height was determined by GEOID03.
 AI7808
 AI7808.The dynamic height is computed by dividing the NAVD 88
 AI7808.geopotential number by the normal gravity value computed on the
 AI7808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7808.degrees latitude (g = 980.6199 gals.).
 AI7808
 AI7808.The modeled gravity was interpolated from observed gravity values.
 AI7808
 AI7808;                    North         East    Units  Estimated Accuracy
 AI7808;SPC NJ       -   120,780.      185,950.      MT  (+/- 180 meters Scaled)
 AI7808
 AI7808                          SUPERSEDED SURVEY CONTROL
 AI7808
 AI7808.No superseded survey control is available for this station.
 AI7808
 AI7808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK786193(NAD 83)
 AI7808_MARKER: DJ = TIDAL STATION DISK
 AI7808_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI7808_STAMPING: 3135 A 1976
 AI7808_MARK LOGO: NOS   
 AI7808_PROJECTION: RECESSED 4 CENTIMETERS
 AI7808_MAGNETIC: I = MARKER IS A STEEL ROD
 AI7808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7808_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7808+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1998
 AI7808_ROD/PIPE-DEPTH: 15.2 meters
 AI7808
 AI7808  HISTORY     - Date     Condition        Report By
 AI7808  HISTORY     - 1976     MONUMENTED       PORTER
 AI7808  HISTORY     - 19981028 GOOD             NJGS
 AI7808
 AI7808                          STATION DESCRIPTION
 AI7808
 AI7808'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI7808'THE STATION IS LOCATED IN THE BOROUGH OF SEASIDE PARK ON THE NORTHWEST
 AI7808'SIDE OF SOUTH BAYVIEW AVENUE AT THE ENTRANCE TO THE SEASIDE PARK YACHT
 AI7808'CLUB.  TO REACH THE STATION FROM THE MUNICIPAL BUILDING IN THE CENTER
 AI7808'OF CENTRAL AVENUE, GO NORTH ON NORTH CENTRAL AVENUE FOR 0.10 MI (0.16
 AI7808'KM) TO THE INTERSECTION WITH FOURTH AVENUE.  TURN LEFT AND GO WEST ON
 AI7808'FOURTH AVENUE FOR 0.10 MI (0.16 KM) TO THE T-INTERSECTION WITH SOUTH
 AI7808'BAYVIEW AVENUE.  TURN RIGHT AND GO NORTH ON SOUTH BAYVIEW AVENUE FOR
 AI7808'0.1 MI (0.2 KM) TO THE STATION ON THE LEFT, SET IN FRONT OF THE SIGN
 AI7808'FOR THE SEASIDE PARK YACHT CLUB.  THE STATION IS 8.6 M (28.2 FT)
 AI7808'NORTHWEST FROM THE CENTERLINE OF SOUTH BAYVIEW AVNUE, 25.2 M (82.7 FT)
 AI7808'WEST FROM WOOD UTILITY POLE NUMBER JC 490 SSP, 1.1 M (3.6 FT)
 AI7808'SOUTHWEST FROM THE NORTH LEG OF THE SIGN FOR THE SEASIDE PARK YACHT
 AI7808'CLUB, 1.0 M (3.3 FT) EAST FROM THE SOUTH LEG OF THE SIGN FOR THE
 AI7808'SEASIDE PARK YACHT CLUB, 21.9 M (71.9 FT) NORTH NORTHWEST FROM A FIRE
 AI7808'HYDRANT AND 1.0 M (3.3 FT) NORTHWEST FROM THE NORTHWEST CURB OF SOUTH
 AI7808'BAYVIEW AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI7809 ***********************************************************************
 AI7809  DESIGNATION -  853 3135 B TIDAL
 AI7809  PID         -  AI7809
 AI7809  STATE/COUNTY-  NJ/OCEAN
 AI7809  USGS QUAD   -  SEASIDE PARK (1989)
 AI7809
 AI7809                         *CURRENT SURVEY CONTROL
 AI7809  ___________________________________________________________________
 AI7809* NAD 83(1986)-  39 55 14.     (N)    074 04 46.     (W)     SCALED    
 AI7809* NAVD 88     -         0.558  (meters)       1.83   (feet)  ADJUSTED  
 AI7809  ___________________________________________________________________
 AI7809  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 AI7809  DYNAMIC HT  -           0.558 (meters)       1.83  (feet)  COMP
 AI7809  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 AI7809
 AI7809  VERT ORDER  -  FIRST     CLASS II
 AI7809
 AI7809.The horizontal coordinates were scaled from a topographic map and have
 AI7809.an estimated accuracy of +/- 6 seconds.
 AI7809
 AI7809.The orthometric height was determined by differential leveling
 AI7809.and adjusted by the National Geodetic Survey in March 2001..
 AI7809
 AI7809.The geoid height was determined by GEOID03.
 AI7809
 AI7809.The dynamic height is computed by dividing the NAVD 88
 AI7809.geopotential number by the normal gravity value computed on the
 AI7809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7809.degrees latitude (g = 980.6199 gals.).
 AI7809
 AI7809.The modeled gravity was interpolated from observed gravity values.
 AI7809
 AI7809;                    North         East    Units  Estimated Accuracy
 AI7809;SPC NJ       -   120,780.      185,950.      MT  (+/- 180 meters Scaled)
 AI7809
 AI7809                          SUPERSEDED SURVEY CONTROL
 AI7809
 AI7809.No superseded survey control is available for this station.
 AI7809
 AI7809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK786193(NAD 83)
 AI7809_MARKER: DJ = TIDAL STATION DISK
 AI7809_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI7809_STAMPING: 3135 B 1976
 AI7809_MARK LOGO: NOS   
 AI7809_PROJECTION: RECESSED 6 CENTIMETERS
 AI7809_MAGNETIC: I = MARKER IS A STEEL ROD
 AI7809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7809+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1998
 AI7809_ROD/PIPE-DEPTH: 15.2 meters
 AI7809
 AI7809  HISTORY     - Date     Condition        Report By
 AI7809  HISTORY     - 1976     MONUMENTED       PORTER
 AI7809  HISTORY     - 19981028 GOOD             NJGS
 AI7809
 AI7809                          STATION DESCRIPTION
 AI7809
 AI7809'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI7809'THE STATION IS LOCATED IN THE BOROUGH OF SEASIDE PARK ON THE EAST SIDE
 AI7809'OF SOUTH BAYVIEW AVENUE NEAR THE TEE INTERSECTION WITH FOURTH AVENUE.
 AI7809'TO REACH THE STATION FROM THE MUNICIPAL BUILDING IN THE CENTER OF
 AI7809'CENTRAL AVENUE, GO NORTH ON NORTH CENTRAL AVENUE FOR 0.1 MI (0.2 KM)
 AI7809'TO THE INTERSECTION WITH FOURTH AVENUE.  TURN LEFT AND GO WEST ON
 AI7809'FOURTH AVENUE FOR 0.1 MI (0.2 KM) TO THE TEE INTERSECTION WITH SOUTH
 AI7809'BAYVIEW AVENUE AND THE STATION ON THE RIGHT, SET IN THE LAWN OF HOUSE
 AI7809'NUMBER 314.  THE STATION IS 12.3 M (40.4 FT) EAST FROM THE CENTERLINE
 AI7809'OF SOUTH BAYVIEW AVENUE, 13.2 M (43.3 FT) NORTH FROM THE CENTERLINE OF
 AI7809'FOURTH AVENUE, 5.4 M (17.7 FT) NORTHEAST FROM WOOD UTILITY POLE NUMBER
 AI7809'JC 493 SSP AND 2.8 M (9.2 FT) NORTHWEST FROM THE SOUTHWEST CORNER OF
 AI7809'HOUSE NUMBER 314.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI7810 ***********************************************************************
 AI7810  DESIGNATION -  853 3135 C TIDAL
 AI7810  PID         -  AI7810
 AI7810  STATE/COUNTY-  NJ/OCEAN
 AI7810  USGS QUAD   -  SEASIDE PARK (1989)
 AI7810
 AI7810                         *CURRENT SURVEY CONTROL
 AI7810  ___________________________________________________________________
 AI7810* NAD 83(1986)-  39 55 14.     (N)    074 04 46.     (W)     SCALED    
 AI7810* NAVD 88     -         0.543  (meters)       1.78   (feet)  ADJUSTED  
 AI7810  ___________________________________________________________________
 AI7810  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 AI7810  DYNAMIC HT  -           0.543 (meters)       1.78  (feet)  COMP
 AI7810  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 AI7810
 AI7810  VERT ORDER  -  FIRST     CLASS II
 AI7810
 AI7810.The horizontal coordinates were scaled from a topographic map and have
 AI7810.an estimated accuracy of +/- 6 seconds.
 AI7810
 AI7810.The orthometric height was determined by differential leveling
 AI7810.and adjusted by the National Geodetic Survey in March 2001..
 AI7810
 AI7810.The geoid height was determined by GEOID03.
 AI7810
 AI7810.The dynamic height is computed by dividing the NAVD 88
 AI7810.geopotential number by the normal gravity value computed on the
 AI7810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7810.degrees latitude (g = 980.6199 gals.).
 AI7810
 AI7810.The modeled gravity was interpolated from observed gravity values.
 AI7810
 AI7810;                    North         East    Units  Estimated Accuracy
 AI7810;SPC NJ       -   120,780.      185,950.      MT  (+/- 180 meters Scaled)
 AI7810
 AI7810                          SUPERSEDED SURVEY CONTROL
 AI7810
 AI7810.No superseded survey control is available for this station.
 AI7810
 AI7810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK786193(NAD 83)
 AI7810_MARKER: DJ = TIDAL STATION DISK
 AI7810_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI7810_STAMPING: 3135 C 1976
 AI7810_MARK LOGO: NOS   
 AI7810_PROJECTION: RECESSED 6 CENTIMETERS
 AI7810_MAGNETIC: I = MARKER IS A STEEL ROD
 AI7810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7810+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1998
 AI7810_ROD/PIPE-DEPTH: 15.2 meters
 AI7810
 AI7810  HISTORY     - Date     Condition        Report By
 AI7810  HISTORY     - 1976     MONUMENTED       PORTER
 AI7810  HISTORY     - 19981028 GOOD             NJGS
 AI7810
 AI7810                          STATION DESCRIPTION
 AI7810
 AI7810'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI7810'THE STATION IS LOCATED IN THE BOROUGH OF SEASIDE PARK ON THE SOUTHEAST
 AI7810'SIDE OF SOUTH BAYVIEW AVENUE NEAR THE INTERSECTION WITH SEVENTH
 AI7810'AVENUE.  TO REACH THE STATION FROM THE MUNICIPAL BUILDING IN THE
 AI7810'CENTER OF CENTRAL AVENUE, GO SOUTH ON SOUTH CENTRAL AVENUE FOR 100 M
 AI7810'(328.1 FT) TO THE INTERSECTION WITH SEVENTH AVENUE ON THE RIGHT. TURN
 AI7810'RIGHT AND GO WEST ON SEVENTH AVENUE FOR 0.03 MI (0.05 KM) TO THE TEE
 AI7810'INTERSECTION WITH SOUTH BAYVIEW AVENUE AND THE STATION ON THE LEFT.
 AI7810'THE STATION IS 11.8 M (38.7 FT) SOUTHEAST FROM THE CENTERLINE OF SOUTH
 AI7810'BAYVIEW AVENUE, 11.3 M (37.1 FT) SOUTHWEST FROM THE CENTERLINE OF
 AI7810'SEVENTH AVENUE, 2.9 M (9.5 FT) NORTH NORTHWEST FROM A FLAG POLE IN THE
 AI7810'YARD OF HOUSE NUMBER 700, 18.2 M (59.7 FT) NORTHEAST FROM WOOD UTILITY
 AI7810'POLE NUMBER 500 SSP, 6.2 M (20.3 FT) EAST SOUTHEAST FROM AN INLET ON
 AI7810'THE SOUTH SIDE OF SEVENTH AVENUE AND 0.5 M (1.6 FT) NORTHWEST FROM A
 AI7810'0.5 M (1.6 FT) HIGH CONCRETE WALL SURROUNDING HOUSE NUMBER 700.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2445 ***********************************************************************
 JU2445  DESIGNATION -  853 3465 E TIDAL
 JU2445  PID         -  JU2445
 JU2445  STATE/COUNTY-  NJ/OCEAN
 JU2445  USGS QUAD   -  FORKED RIVER (1989)
 JU2445
 JU2445                         *CURRENT SURVEY CONTROL
 JU2445  ___________________________________________________________________
 JU2445* NAD 83(1986)-  39 48 38.     (N)    074 12 01.     (W)     SCALED    
 JU2445* NAVD 88     -         1.635  (meters)       5.36   (feet)  ADJUSTED  
 JU2445  ___________________________________________________________________
 JU2445  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JU2445  DYNAMIC HT  -           1.634 (meters)       5.36  (feet)  COMP
 JU2445  MODELED GRAV-     980,168.8   (mgal)                       NAVD 88
 JU2445
 JU2445  VERT ORDER  -  FIRST     CLASS II
 JU2445
 JU2445.The horizontal coordinates were scaled from a topographic map and have
 JU2445.an estimated accuracy of +/- 6 seconds.
 JU2445
 JU2445.The orthometric height was determined by differential leveling
 JU2445.and adjusted by the National Geodetic Survey in June 1991..
 JU2445
 JU2445.The geoid height was determined by GEOID03.
 JU2445
 JU2445.The dynamic height is computed by dividing the NAVD 88
 JU2445.geopotential number by the normal gravity value computed on the
 JU2445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2445.degrees latitude (g = 980.6199 gals.).
 JU2445
 JU2445.The modeled gravity was interpolated from observed gravity values.
 JU2445
 JU2445;                    North         East    Units  Estimated Accuracy
 JU2445;SPC NJ       -   108,530.      175,660.      MT  (+/- 180 meters Scaled)
 JU2445
 JU2445                          SUPERSEDED SURVEY CONTROL
 JU2445
 JU2445  NGVD 29 (01/10/92)    2.010  (m)            6.59   (f) ADJUSTED    1 2
 JU2445
 JU2445.Superseded values are not recommended for survey control.
 JU2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2445.See file dsdata.txt to determine how the superseded data were derived.
 JU2445
 JU2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK684070(NAD 83)
 JU2445_MARKER: DJ = TIDAL STATION DISK
 JU2445_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU2445_SP_SET: ABUTMENT
 JU2445_STAMPING: 3465 E 1976
 JU2445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2445
 JU2445  HISTORY     - Date     Condition        Report By
 JU2445  HISTORY     - 1976     MONUMENTED       NOS
 JU2445  HISTORY     - 1979     GOOD             NGS
 JU2445  HISTORY     - 19961114 GOOD             USPSQD
 JU2445
 JU2445                          STATION DESCRIPTION
 JU2445
 JU2445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2445'1.4 MI NORTH FROM WARETOWN.
 JU2445'1.4 MILES NORTH ALONG STATE ROUTE 9 FROM THE JUNCTION OF OCEAN
 JU2445'COUNTY ROAD, ROUTE 532 IN WARETOWN, SET IN TOP OF THE EAST SIDE OF
 JU2445'THE SOUTH ABUTMENT OF THE BRIDGE OVER CANAL FOR A POWER PLANT, 31
 JU2445'FEET EAST OF THE CENTERLINE OF ROUTE 9, 1 FOOT EAST OF THE EAST
 JU2445'CONCRETE GUARD RAIL OF THE BRIDGE.
 JU2445'THE MARK IS 4 FT BELOW HIGHWAY.
 JU2445
 JU2445                          STATION RECOVERY (1996)
 JU2445
 JU2445'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9351 ***********************************************************************
 AI9351  DESIGNATION -  853 3541 D TIDAL
 AI9351  PID         -  AI9351
 AI9351  STATE/COUNTY-  NJ/OCEAN
 AI9351  USGS QUAD   -  FORKED RIVER (1989)
 AI9351
 AI9351                         *CURRENT SURVEY CONTROL
 AI9351  ___________________________________________________________________
 AI9351* NAD 83(1986)-  39 47 27.     (N)    074 10 56.     (W)     SCALED    
 AI9351* NAVD 88     -         1.053  (meters)       3.45   (feet)  ADJUSTED  
 AI9351  ___________________________________________________________________
 AI9351  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 AI9351  DYNAMIC HT  -           1.052 (meters)       3.45  (feet)  COMP
 AI9351  MODELED GRAV-     980,169.1   (mgal)                       NAVD 88
 AI9351
 AI9351  VERT ORDER  -  FIRST     CLASS II
 AI9351
 AI9351.The horizontal coordinates were scaled from a topographic map and have
 AI9351.an estimated accuracy of +/- 6 seconds.
 AI9351
 AI9351.The orthometric height was determined by differential leveling
 AI9351.and adjusted by the National Geodetic Survey in March 2001..
 AI9351.No vertical observational check was made to the station.
 AI9351
 AI9351.The geoid height was determined by GEOID03.
 AI9351
 AI9351.The dynamic height is computed by dividing the NAVD 88
 AI9351.geopotential number by the normal gravity value computed on the
 AI9351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9351.degrees latitude (g = 980.6199 gals.).
 AI9351
 AI9351.The modeled gravity was interpolated from observed gravity values.
 AI9351
 AI9351;                    North         East    Units  Estimated Accuracy
 AI9351;SPC NJ       -   106,340.      177,220.      MT  (+/- 180 meters Scaled)
 AI9351
 AI9351                          SUPERSEDED SURVEY CONTROL
 AI9351
 AI9351.No superseded survey control is available for this station.
 AI9351
 AI9351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK700048(NAD 83)
 AI9351_MARKER: DJ = TIDAL STATION DISK
 AI9351_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI9351_STAMPING: 3541 D 1976
 AI9351_MARK LOGO: NOS   
 AI9351_PROJECTION: FLUSH
 AI9351_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9351+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1998
 AI9351_ROD/PIPE-DEPTH: 9.75 meters
 AI9351
 AI9351  HISTORY     - Date     Condition        Report By
 AI9351  HISTORY     - 1976     MONUMENTED       PORTER
 AI9351  HISTORY     - 19980407 GOOD             NJGS
 AI9351  HISTORY     - 20020718 GOOD             USGS
 AI9351  HISTORY     - 20040825 MARK NOT FOUND   USGS
 AI9351
 AI9351                          STATION DESCRIPTION
 AI9351
 AI9351'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 AI9351'THE STATION IS LOCATED IN OCEAN TOWNSHIP ON THE PROPERTY OF THE
 AI9351'WARETOWN FISHING STATION AND LUNCHEONETTE IN THE COMMUNITY OF
 AI9351'WARETOWN.  TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 AI9351'9 AND WELLS MILLS ROAD, COUNTY ROAD 532, TO THE WEST AND BYRANT ROAD
 AI9351'TO THE EAST, GO EAST ON BRYANT ROAD FOR 0.65 MI (1.05 KM) TO THE END
 AI9351'OF THE PAVED ROAD AND PARKING LOT IN FRONT OF A ONE STORY FRAME
 AI9351'BUILDING FOR THE WARETOWN FISHING STATION AND LUNCHEONETTE AND THE
 AI9351'STATION ON THE RIGHT, SET ABOUT 0.2 M (0.7 FT) BELOW THE TOP OF A
 AI9351'WOODEN BULKHEAD SURROUNDING A BOAT RAMP AND UNDER A WOODEN UTILITY
 AI9351'SINK USED FOR CLEANING FISH.  THE STATION IS 1.0 M (3.3 FT) NORTH
 AI9351'NORTHEAST FROM A PK NAIL SET IN THE SOUTH BULKHEAD OF THE BOAT RAMP,
 AI9351'0.9 M (3.0 FT) WEST NORTHWEST FROM A PK NAIL SET IN THE EAST BULKHEAD
 AI9351'OF THE BOAT RAMP, 2.4 M (7.9 FT) SOUTH SOUTHWEST FROM A PK NAIL SET IN
 AI9351'THE NORTH BULKHEAD OF THE BOAT RAMP AND 11.3 M (37.1 FT) EAST
 AI9351'SOUTHEAST FROM STATION 01409110 D.
 AI9351
 AI9351                          STATION RECOVERY (2002)
 AI9351
 AI9351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 AI9351'WOODEN UTILITY SINK REMOVED.  STATION IS IN SANDY AREA BETWEEN SMALL
 AI9351'CANOE LAUNCH AND LARGER BOAT RAMP.  PK IN EAST BULKHEAD NOT FOUND -
 AI9351'ALL OTHERS OK.
 AI9351
 AI9351                          STATION RECOVERY (2004)
 AI9351
 AI9351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (PBR)
 AI9351'NEW PAVING STONE PATIO COVERS AREA - MARK NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6913 ***********************************************************************
 AM6913  DESIGNATION -  853 3615 B TIDAL
 AM6913  PID         -  AM6913
 AM6913  STATE/COUNTY-  NJ/OCEAN
 AM6913  USGS QUAD   -  BARNEGAT LIGHT (1989)
 AM6913
 AM6913                         *CURRENT SURVEY CONTROL
 AM6913  ___________________________________________________________________
 AM6913* NAD 83(1986)-  39 45 38.     (N)    074 06 31.     (W)     SCALED    
 AM6913* NAVD 88     -         1.114  (meters)       3.65   (feet)  ADJUSTED  
 AM6913  ___________________________________________________________________
 AM6913  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 AM6913  DYNAMIC HT  -           1.113 (meters)       3.65  (feet)  COMP
 AM6913  MODELED GRAV-     980,161.7   (mgal)                       NAVD 88
 AM6913
 AM6913  VERT ORDER  -  FIRST     CLASS II
 AM6913
 AM6913.The horizontal coordinates were scaled from a topographic map and have
 AM6913.an estimated accuracy of +/- 6 seconds.
 AM6913
 AM6913.The orthometric height was determined by differential leveling
 AM6913.and adjusted by the National Geodetic Survey in March 2005..
 AM6913.No vertical observational check was made to the station.
 AM6913.WARNING-Repeat measurements at this control monument indicate possible
 AM6913.vertical movement.
 AM6913
 AM6913.The geoid height was determined by GEOID03.
 AM6913
 AM6913.The dynamic height is computed by dividing the NAVD 88
 AM6913.geopotential number by the normal gravity value computed on the
 AM6913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6913.degrees latitude (g = 980.6199 gals.).
 AM6913
 AM6913.The modeled gravity was interpolated from observed gravity values.
 AM6913
 AM6913;                    North         East    Units  Estimated Accuracy
 AM6913;SPC NJ       -   103,000.      183,540.      MT  (+/- 180 meters Scaled)
 AM6913
 AM6913                          SUPERSEDED SURVEY CONTROL
 AM6913
 AM6913.No superseded survey control is available for this station.
 AM6913
 AM6913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK763015(NAD 83)
 AM6913_MARKER: DJ = TIDAL STATION DISK
 AM6913_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AM6913_STAMPING: 3615 B 1976
 AM6913_MARK LOGO: NOS   
 AM6913_PROJECTION: FLUSH
 AM6913_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6913+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 AM6913_ROD/PIPE-DEPTH: 15.2 meters
 AM6913
 AM6913  HISTORY     - Date     Condition        Report By
 AM6913  HISTORY     - 1976     MONUMENTED       PORTER
 AM6913  HISTORY     - 19950522 GOOD             NOS
 AM6913  HISTORY     - 20010606 GOOD             NJGS
 AM6913  HISTORY     - 20060421 POOR             GEOCAC
 AM6913
 AM6913                          STATION DESCRIPTION
 AM6913
 AM6913'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (JRS)
 AM6913'THE BENCH MARK IS SET NEAR THE TENNIS COURTS AT THE INTERSECTION OF
 AM6913'BROADWAY AND 6TH STREET, 121.9 M (399.9 FT) NW OF THE INTERSECTION,
 AM6913'72.4 M (237.5 FT) SE OF A 0.6 M (2.0 FT) DIAMETER MANHOLE AT THE
 AM6913'INTERSECTION OF 6TH STREET AND BAYVIEW AVENUE, 50.0 M (164.0 FT) SOUTH
 AM6913'OF THE SE CORNER OF A BERTH THAT PARALLELS 6TH STREET, 5.3 M (17.4 FT)
 AM6913'NE OF THE NW CORNER OF THE TENNIS COURTS, 1.4 M (4.6 FT) NNW OF WOOD
 AM6913'UTILITY POLE NO. P24284, AND 0.6 M (2.0 FT) SW OF THE SOUTH CURB OF
 AM6913'6TH STREET.  THE BENCH MARK IS SET 0.1 M (0.3 FT) BELOW GROUND, AND IS
 AM6913'CRIMPED TO A COPPER-CLAD STEEL ROD DRIVEN 15.2 M (49.9 FT).
 AM6913
 AM6913                          STATION RECOVERY (2001)
 AM6913
 AM6913'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 AM6913'THE STATION IS LOCATED IN THE BOROUGH OF BARNEGAT LIGHT ON THE SOUTH
 AM6913'SIDE OF 6TH STREET.  TO REACH THE STATION FROM THE INTERSECTION OF THE
 AM6913'WESTBOUND LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD, GO
 AM6913'NORTHEAST ON LONG BEACH BOULEVARD, ALSO KNOWN AS CENTRAL AVENUE IN THE
 AM6913'BOROUGH OF BARNEGAT LIGHT, FOR 8.3 MI (13.4 KM) TO THE WYE
 AM6913'INTERSECTION OF CENTRAL AVENUE AND BROADWAY.  BEAR TO THE LEFT AND GO
 AM6913'NORTH ON BROADWAY FOR 0.1 MI (0.2 KM) TO THE SKEWED INTERSECTION WITH
 AM6913'6TH STREET.  TURN LEFT AND GO ABOUT 122 M (400.3 FT) TO THE STATION ON
 AM6913'THE LEFT, SET FLUSH WITH THE GROUND BETWEEN THE SOUTH CURB AND
 AM6913'SIDEWALK IN FRONT OF A SET OF TENNIS COURTS.  THE STATION IS 0.6 M
 AM6913'(2.0 FT) SOUTH FROM THE SOUTH CURB OF 6TH STREET, 6.1 M (20.0 FT) WEST
 AM6913'FROM WOOD UTILITY POLE NUMBER BT 37 BG P24284, 1.9 M (6.2 FT) NORTH
 AM6913'FROM AND NORMAL TO A CHAIN LINK FENCE SURROUNDING THE TENNIS COURTS
 AM6913'AND 5.4 M (17.7 FT) NORTHEAST FROM THE NORTHWEST CORNER OF THE TENNIS
 AM6913'COURT FENCE.
 AM6913
 AM6913                          STATION RECOVERY (2006)
 AM6913
 AM6913'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AM6913'THE EASTERN ONE-QUARTER OF THE DISK IS BENT DOWN AT A 90-DEGREE ANGLE,
 AM6913'BUT OTHERWISE APPEARS TO BE STABLE.  HANDHELD COORDINATES ARE
 AM6913'N39-45-37.62 W074-06-31.14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6921 ***********************************************************************
 AM6921  DESIGNATION -  853 3615 C TIDAL
 AM6921  PID         -  AM6921
 AM6921  STATE/COUNTY-  NJ/OCEAN
 AM6921  USGS QUAD   -  BARNEGAT LIGHT (1989)
 AM6921
 AM6921                         *CURRENT SURVEY CONTROL
 AM6921  ___________________________________________________________________
 AM6921* NAD 83(1986)-  39 45 40.     (N)    074 06 29.     (W)     SCALED    
 AM6921* NAVD 88     -         1.189  (meters)       3.90   (feet)  ADJUSTED  
 AM6921  ___________________________________________________________________
 AM6921  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 AM6921  DYNAMIC HT  -           1.189 (meters)       3.90  (feet)  COMP
 AM6921  MODELED GRAV-     980,161.7   (mgal)                       NAVD 88
 AM6921
 AM6921  VERT ORDER  -  FIRST     CLASS II
 AM6921
 AM6921.The horizontal coordinates were scaled from a topographic map and have
 AM6921.an estimated accuracy of +/- 6 seconds.
 AM6921
 AM6921.The orthometric height was determined by differential leveling
 AM6921.and adjusted by the National Geodetic Survey in March 2005..
 AM6921.No vertical observational check was made to the station.
 AM6921
 AM6921.The geoid height was determined by GEOID03.
 AM6921
 AM6921.The dynamic height is computed by dividing the NAVD 88
 AM6921.geopotential number by the normal gravity value computed on the
 AM6921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6921.degrees latitude (g = 980.6199 gals.).
 AM6921
 AM6921.The modeled gravity was interpolated from observed gravity values.
 AM6921
 AM6921;                    North         East    Units  Estimated Accuracy
 AM6921;SPC NJ       -   103,070.      183,580.      MT  (+/- 180 meters Scaled)
 AM6921
 AM6921                          SUPERSEDED SURVEY CONTROL
 AM6921
 AM6921.No superseded survey control is available for this station.
 AM6921
 AM6921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK764016(NAD 83)
 AM6921_MARKER: DJ = TIDAL STATION DISK
 AM6921_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AM6921_STAMPING: 3615 C 1976
 AM6921_MARK LOGO: NOS   
 AM6921_PROJECTION: RECESSED 24 CENTIMETERS
 AM6921_MAGNETIC: I = MARKER IS A STEEL ROD
 AM6921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6921_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6921+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 AM6921_ROD/PIPE-DEPTH: 15.2 meters
 AM6921
 AM6921  HISTORY     - Date     Condition        Report By
 AM6921  HISTORY     - 1976     MONUMENTED       NOS
 AM6921  HISTORY     - 20010827 GOOD             NJGS
 AM6921  HISTORY     - 20060421 GOOD             GEOCAC
 AM6921
 AM6921                          STATION DESCRIPTION
 AM6921
 AM6921'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 AM6921'THE STATION IS LOCATED IN THE BOROUGH OF BARNEGAT LIGHT AT THE
 AM6921'SOUTHWEST CORNER OF THE INTERSECTION OF BROADWAY AND 5TH STREET.  TO
 AM6921'REACH THE STATION FROM THE INTERSECTION OF THE WESTBOUND LANES OF
 AM6921'STATE ROUTE 72 AND LONG BEACH BOULEVARD, GO NORTHEAST ON LONG BEACH
 AM6921'BOULEVARD, ALSO KNOWN AS CENTRAL AVENUE IN THE BOROUGH OF BARNEGAT
 AM6921'LIGHT, FOR 8.3 MI (13.4 KM) TO THE WYE INTERSECTION OF CENTRAL AVENUE
 AM6921'AND BROADWAY.  BEAR TO THE LEFT AND GO NORTH ON BROADWAY FOR 0.15 MI
 AM6921'(0.24 KM) TO THE SKEWED INTERSECTION WITH 5TH STREET AND THE STATION
 AM6921'ON THE LEFT, SET ABOUT 0.24 M (0.79 FT) BELOW THE GROUND AT THE
 AM6921'SOUTHWEST CORNER OF THE INTERSECTION.  THE STATION IS 11.9 M (39.0 FT)
 AM6921'SOUTHWEST FROM A 1.0 M (3.3 FT) DIAMETER UTILITY MANHOLE AT THE
 AM6921'INTERSECTION OF BROADWAY AND 5TH STREET, 11.1 M (36.4 FT) WEST FROM
 AM6921'THE CENTERLINE OF BROADWAY AND 3.3 M (10.8 FT) SOUTH FROM WOOD UTILITY
 AM6921'POLE NUMBER P 9231.
 AM6921
 AM6921                          STATION RECOVERY (2006)
 AM6921
 AM6921'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AM6921'THE DISK IS RECESSED FOUR INCHES INTO A ROUND CONCRETE MONUMENT.  THE
 AM6921'SOUTHERN ONE-HALF OF THE MONUMENT HAS BEEN BROKEN OFF, BUT THE DISK
 AM6921'APPEARS TO BE STABLE.  HANDHELD COORDINATES ARE N39-45-39.60
 AM6921'W074-06-27.84.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6922 ***********************************************************************
 AM6922  DESIGNATION -  853 3615 D TIDAL
 AM6922  PID         -  AM6922
 AM6922  STATE/COUNTY-  NJ/OCEAN
 AM6922  USGS QUAD   -  BARNEGAT LIGHT (1989)
 AM6922
 AM6922                         *CURRENT SURVEY CONTROL
 AM6922  ___________________________________________________________________
 AM6922* NAD 83(1986)-  39 45 39.     (N)    074 06 38.     (W)     SCALED    
 AM6922* NAVD 88     -         1.310  (meters)       4.30   (feet)  ADJUSTED  
 AM6922  ___________________________________________________________________
 AM6922  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 AM6922  DYNAMIC HT  -           1.309 (meters)       4.29  (feet)  COMP
 AM6922  MODELED GRAV-     980,161.9   (mgal)                       NAVD 88
 AM6922
 AM6922  VERT ORDER  -  FIRST     CLASS II
 AM6922
 AM6922.The horizontal coordinates were scaled from a topographic map and have
 AM6922.an estimated accuracy of +/- 6 seconds.
 AM6922
 AM6922.The orthometric height was determined by differential leveling
 AM6922.and adjusted by the National Geodetic Survey in March 2005..
 AM6922.No vertical observational check was made to the station.
 AM6922
 AM6922.The geoid height was determined by GEOID03.
 AM6922
 AM6922.The dynamic height is computed by dividing the NAVD 88
 AM6922.geopotential number by the normal gravity value computed on the
 AM6922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6922.degrees latitude (g = 980.6199 gals.).
 AM6922
 AM6922.The modeled gravity was interpolated from observed gravity values.
 AM6922
 AM6922;                    North         East    Units  Estimated Accuracy
 AM6922;SPC NJ       -   103,030.      183,370.      MT  (+/- 180 meters Scaled)
 AM6922
 AM6922                          SUPERSEDED SURVEY CONTROL
 AM6922
 AM6922.No superseded survey control is available for this station.
 AM6922
 AM6922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK761015(NAD 83)
 AM6922_MARKER: DJ = TIDAL STATION DISK
 AM6922_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM6922_SP_SET: BULKHEAD
 AM6922_STAMPING: 3615 D 1995
 AM6922_MARK LOGO: NOS   
 AM6922_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6922+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 AM6922
 AM6922  HISTORY     - Date     Condition        Report By
 AM6922  HISTORY     - 1995     MONUMENTED       NOS
 AM6922  HISTORY     - 19950523 GOOD             NOS
 AM6922  HISTORY     - 20010827 GOOD             NJGS
 AM6922  HISTORY     - 20060421 GOOD             GEOCAC
 AM6922
 AM6922                          STATION DESCRIPTION
 AM6922
 AM6922'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (JRS)
 AM6922'THE BENCH MARK IS SET IN THE NW CORNER OF THE CONCRETE BULKHEAD
 AM6922'LOCATED ON THE U.S.  COAST BASE BARNEGAT LIGHT, 7.85 M (25.75 FT) NW
 AM6922'OF A LIGHT POLE, 3.05 M (10.01 FT) SE OF THE NW WEST CORNER OF
 AM6922'CONCRETE BULKHEAD, AND 0.55 M (1.80 FT) NE OF THE SW EDGE OF THE
 AM6922'CONCRETE BULKHEAD.
 AM6922
 AM6922                          STATION RECOVERY (2001)
 AM6922
 AM6922'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 AM6922'THE STATION IS LOCATED IN THE BOROUGH OF BARNEGAT LIGHT ON THE GROUNDS
 AM6922'OF THE U.S.  COAST GUARD STATION, LOCATED AT THE INTERSECTION OF 6TH
 AM6922'STREET AND BAYVIEW AVENUE.  TO REACH THE STATION FROM THE INTERSECTION
 AM6922'OF THE WESTBOUND LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD, GO
 AM6922'NORTHEAST ON LONG BEACH BOULEVARD, ALSO KNOWN AS CENTRAL AVENUE IN THE
 AM6922'BOROUGH OF BARNEGAT LIGHT, FOR 8.3 MI (13.4 KM) TO THE WYE
 AM6922'INTERSECTION OF CENTRAL AVENUE AND BROADWAY.  BEAR TO THE LEFT AND GO
 AM6922'NORTH ON BROADWAY FOR 0.10 MI (0.16 KM) TO THE SKEWED INTERSECTION
 AM6922'WITH 6TH STREET.  TURN LEFT AND GO NORTHWEST ON 6TH STREET FOR 0.15 MI
 AM6922'(0.24 KM) TO THE INTERSECTION WITH BAYVIEW AVENUE.  TURN LEFT AND GO
 AM6922'SOUTHWEST ON BAYVIEW AVENUE FOR ABOUT 40 M (131.2 FT) TO THE ENTRANCE
 AM6922'DRIVE LEADING TO THE U.S.  COAST GUARD STATION ON THE RIGHT.  TURN
 AM6922'RIGHT INTO THE DRIVE AND GO WEST NORTHWEST ON A PAVED ASPHALT DRIVE
 AM6922'FOR ABOUT 40 M (131.2 FT) TO THE END OF TRUCK TRAVEL AT THE
 AM6922'HEADQUARTERS BUILDING.  PARK TRUCK AND CONTINUE TO PACK NORTHWEST FOR
 AM6922'ABOUT 25 M (82.0 FT) TO THE NORTHWEST CORNER OF THE CONCRETE BULKHEAD
 AM6922'AND THE STATION, SET FLUSH IN THE TOP OF THE CONCRETE BULKHEAD
 AM6922'ADJACENT TO THE U.S.  GEOLOGICAL SURVEY TIDE TELEMETRY GAUGE.  THE
 AM6922'STATION IS 7.9 M (25.9 FT) NORTHWEST FROM A LIGHT POLE, 3.1 M (10.2
 AM6922'FT) SOUTHWEST FROM THE NORTHWEST CORNER OF THE CONCRETE BULHEAD AND
 AM6922'0.6 M (2.0 FT) NORTHEAST FROM THE SOUTHWEST EDGE OF THE CONCRETE
 AM6922'BULKHEAD.
 AM6922
 AM6922                          STATION RECOVERY (2006)
 AM6922
 AM6922'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AM6922'HANDHELD COORDINATES ARE N39-45-38.76 W074-06-37.56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6912 ***********************************************************************
 AM6912  DESIGNATION -  853 3631 C TIDAL
 AM6912  PID         -  AM6912
 AM6912  STATE/COUNTY-  NJ/OCEAN
 AM6912  USGS QUAD   -  FORKED RIVER (1989)
 AM6912
 AM6912                         *CURRENT SURVEY CONTROL
 AM6912  ___________________________________________________________________
 AM6912* NAD 83(1986)-  39 45 16.     (N)    074 07 35.     (W)     SCALED    
 AM6912* NAVD 88     -         0.837  (meters)       2.75   (feet)  ADJUSTED  
 AM6912  ___________________________________________________________________
 AM6912  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 AM6912  DYNAMIC HT  -           0.837 (meters)       2.75  (feet)  COMP
 AM6912  MODELED GRAV-     980,162.4   (mgal)                       NAVD 88
 AM6912
 AM6912  VERT ORDER  -  FIRST     CLASS II
 AM6912
 AM6912.The horizontal coordinates were scaled from a topographic map and have
 AM6912.an estimated accuracy of +/- 6 seconds.
 AM6912
 AM6912.The orthometric height was determined by differential leveling
 AM6912.and adjusted by the National Geodetic Survey in March 2005..
 AM6912.No vertical observational check was made to the station.
 AM6912
 AM6912.The geoid height was determined by GEOID03.
 AM6912
 AM6912.The dynamic height is computed by dividing the NAVD 88
 AM6912.geopotential number by the normal gravity value computed on the
 AM6912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6912.degrees latitude (g = 980.6199 gals.).
 AM6912
 AM6912.The modeled gravity was interpolated from observed gravity values.
 AM6912
 AM6912;                    North         East    Units  Estimated Accuracy
 AM6912;SPC NJ       -   102,320.      182,020.      MT  (+/- 180 meters Scaled)
 AM6912
 AM6912                          SUPERSEDED SURVEY CONTROL
 AM6912
 AM6912.No superseded survey control is available for this station.
 AM6912
 AM6912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK748008(NAD 83)
 AM6912_MARKER: DJ = TIDAL STATION DISK
 AM6912_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AM6912_STAMPING: 3631 C 1977
 AM6912_MARK LOGO: NOS   
 AM6912_PROJECTION: FLUSH
 AM6912_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6912_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6912+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 AM6912_ROD/PIPE-DEPTH: 15.2 meters
 AM6912
 AM6912  HISTORY     - Date     Condition        Report By
 AM6912  HISTORY     - 1977     MONUMENTED       PORTER
 AM6912  HISTORY     - 20010606 GOOD             NJGS
 AM6912
 AM6912                          STATION DESCRIPTION
 AM6912
 AM6912'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 AM6912'THIS STATION IS NOT AN NOS TIDE STATION AND IS NOT PART OF THE
 AM6912'NATIONAL OCEAN SERVICE CENTER FOR OPERATIONAL OCEANOGRAPHICS PRODUCTS
 AM6912'AND SERVICES DATA BASE.  WATER LEVELS ARE REFERRED ONLY TO THE NEW
 AM6912'JERSEY TIDAL EPOCH OF 1966 TO 1984.  FOR MORE INFORMATION ON THIS
 AM6912'STATION, CONTACT THE NEW JERSEY DEPARTMENT OF TRANSPORTATION, GEODETIC
 AM6912'SURVEY UNIT AT 609 530 5642 OR THE NEW JERSEY DEPARTMENT OF
 AM6912'ENVIRONMENTAL PROTECTION, BUREAU OF TIDELANDS MANAGEMENT AT 609 292
 AM6912'2573.  THE STATION IS LOCATED IN THE BOROUGH OF BARNEGAT LIGHT IN THE
 AM6912'COMMUNITY OF HIGH BAR HARBOR ON THE NORTHWEST SIDE OF BUTLER ROAD. TO
 AM6912'REACH THE STATION FROM THE INTERSECTION OF THE WESTBOUND LANES OF
 AM6912'STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM,
 AM6912'GO NORTHEAST ON LONG BEACH BOULEVARD, ALSO KNOWN AS CENTRAL AVENUE IN
 AM6912'THE BOROUGH OF BARNEGAT LIGHT, FOR 7.65 MI (12.31 KM) TO THE
 AM6912'INTERSECTION WITH 20TH STREET AT A TRAFFIC LIGHT.  TURN LEFT AND GO
 AM6912'NORTHWEST ON 2OTH STREET FOR 0.45 MI (0.72 KM) TO THE WYE JUNCTION
 AM6912'WITH AUBURN ROAD ON THE LEFT AND ARNOLD BOULEVARD ON THE RIGHT.  BEAR
 AM6912'TO THE RIGHT AND GO NORTHWEST ON ARNOLD BOULEVARD FOR 0.5 MI (0.8 KM)
 AM6912'TO THE TEE INTERSECTION OF ANTIOCH ROAD ON THE LEFT AND BUTLER ROAD ON
 AM6912'THE RIGHT.  TURN RIGHT AND GO ABOUT NORTHWEST ON BUTLER ROAD FOR ABOUT
 AM6912'50 M (164.0 FT) TO THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND.
 AM6912'THE STATION IS 0.7 M (2.3 FT) WEST SOUTHWEST FROM WOOD UTILITY POLE
 AM6912'NUMBER BT 399 LB, 6.5 M (21.3 FT) WEST FROM THE CENTERLINE OF BUTLER
 AM6912'ROAD, 12.6 M (41.3 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A ONE
 AM6912'STORY FRAME DWELLING, HOUSE NUMBER 2 AND 25.6 M (84.0 FT) NORTHWEST
 AM6912'FROM THE GATE ENTRANCE TO HIGH BAR PARK, A MUNICIPAL PLAYGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6911 ***********************************************************************
 AM6911  DESIGNATION -  853 3631 D TIDAL
 AM6911  PID         -  AM6911
 AM6911  STATE/COUNTY-  NJ/OCEAN
 AM6911  USGS QUAD   -  FORKED RIVER (1989)
 AM6911
 AM6911                         *CURRENT SURVEY CONTROL
 AM6911  ___________________________________________________________________
 AM6911* NAD 83(1986)-  39 45 18.     (N)    074 07 34.     (W)     SCALED    
 AM6911* NAVD 88     -         0.997  (meters)       3.27   (feet)  ADJUSTED  
 AM6911  ___________________________________________________________________
 AM6911  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 AM6911  DYNAMIC HT  -           0.997 (meters)       3.27  (feet)  COMP
 AM6911  MODELED GRAV-     980,162.4   (mgal)                       NAVD 88
 AM6911
 AM6911  VERT ORDER  -  FIRST     CLASS II
 AM6911
 AM6911.The horizontal coordinates were scaled from a topographic map and have
 AM6911.an estimated accuracy of +/- 6 seconds.
 AM6911
 AM6911.The orthometric height was determined by differential leveling
 AM6911.and adjusted by the National Geodetic Survey in March 2005..
 AM6911.No vertical observational check was made to the station.
 AM6911
 AM6911.The geoid height was determined by GEOID03.
 AM6911
 AM6911.The dynamic height is computed by dividing the NAVD 88
 AM6911.geopotential number by the normal gravity value computed on the
 AM6911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6911.degrees latitude (g = 980.6199 gals.).
 AM6911
 AM6911.The modeled gravity was interpolated from observed gravity values.
 AM6911
 AM6911;                    North         East    Units  Estimated Accuracy
 AM6911;SPC NJ       -   102,380.      182,040.      MT  (+/- 180 meters Scaled)
 AM6911
 AM6911                          SUPERSEDED SURVEY CONTROL
 AM6911
 AM6911.No superseded survey control is available for this station.
 AM6911
 AM6911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK748009(NAD 83)
 AM6911_MARKER: DJ = TIDAL STATION DISK
 AM6911_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AM6911_STAMPING: 3631 D 1977
 AM6911_MARK LOGO: NOS   
 AM6911_PROJECTION: FLUSH
 AM6911_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6911_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6911+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 AM6911_ROD/PIPE-DEPTH: 15.2 meters
 AM6911
 AM6911  HISTORY     - Date     Condition        Report By
 AM6911  HISTORY     - 1977     MONUMENTED       PORTER
 AM6911  HISTORY     - 20010606 GOOD             NJGS
 AM6911
 AM6911                          STATION DESCRIPTION
 AM6911
 AM6911'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 AM6911'THIS STATION IS NOT AN NOS TIDE STATION AND IS NOT PART OF THE
 AM6911'NATIONAL OCEAN SERVICE CENTER FOR OPERATIONAL OCEANOGRAPHICS PRODUCTS
 AM6911'AND SERVICES DATA BASE.  WATER LEVELS ARE REFERRED ONLY TO THE NEW
 AM6911'JERSEY TIDAL EPOCH OF 1966 TO 1984.  FOR MORE INFORMATION ON THIS
 AM6911'STATION, CONTACT THE NEW JERSY DEPARTMENT OF ENVIRONMENTAL PROTECTION,
 AM6911'BUREAU OF TIDELANDS MANAGEMENT AT 609 292 2573.  THE STATION IS
 AM6911'LOCATED IN THE BOROUGH OF BARNEGAT LIGHT IN THE COMMUNITY OF HIGH BAR
 AM6911'HARBOR ON THE SOUTHEAST SIDE OF ARNOLD BOULEVARD.  TO REACH THE
 AM6911'STATION FROM THE INTERSECTION OF THE WESTBOUND LANES OF STATE ROUTE 72
 AM6911'AND LONG BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM, GO NORTHEAST
 AM6911'ON LONG BEACH BOULEVARD, ALSO KNOWN AS CENTRAL AVENUE IN THE BOROUGH
 AM6911'OF BARNEGAT LIGHT, FOR 7.65 MI (12.31 KM) TO THE INTERSECTION WITH
 AM6911'20TH STREET AT A TRAFFIC LIGHT.  TURN LEFT AND GO NORTHWEST ON 2OTH
 AM6911'STREET FOR 0.45 MI (0.72 KM) TO THE WYE JUNCTION WITH AUBURN ROAD ON
 AM6911'THE LEFT AND ARNOLD BOULEVARD ON THE RIGHT.  BEAR TO THE RIGHT AND GO
 AM6911'NORTHWEST ON ARNOLD BOULEVARD FOR 0.50 MI (0.80 KM) TO THE STATION ON
 AM6911'THE LEFT, SET FLUSH WITH THE GROUND, JUST SOUTHEAST FROM THE TEE
 AM6911'INTERSECTION OF ANTIOCH ROAD, BUTLER ROAD AND ARNOLD DRIVE.  THE
 AM6911'STATION IS 1.0 M (3.3 FT) SOUTH FROM WOOD UTILITY POLE NUMBER BT 328
 AM6911'LB, 18.6 M (61.0 FT) NORTHWEST FROM THE NORTH CORNER OF A ONE AND ONE
 AM6911'HALF STORY FRAME DWELLING, HOUSE NUMBER 146, 8.8 M (28.9 FT) SOUTH
 AM6911'FROM THE CENTERLINE OF ARNOLD BOULEVARD AND 11.8 M (38.7 FT) NORTH
 AM6911'NORTHEAST FROM THE NORTHEAST CORNER OF A BRICK FIREPLACE CHIMNEY ON
 AM6911'THE NORTH SIDE OF HOUSE NUMBER 195 ANTIOCH AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6910 ***********************************************************************
 AM6910  DESIGNATION -  853 3631 E TIDAL
 AM6910  PID         -  AM6910
 AM6910  STATE/COUNTY-  NJ/OCEAN
 AM6910  USGS QUAD   -  FORKED RIVER (1989)
 AM6910
 AM6910                         *CURRENT SURVEY CONTROL
 AM6910  ___________________________________________________________________
 AM6910* NAD 83(1986)-  39 45 16.     (N)    074 07 30.     (W)     SCALED    
 AM6910* NAVD 88     -         1.359  (meters)       4.46   (feet)  ADJUSTED  
 AM6910  ___________________________________________________________________
 AM6910  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 AM6910  DYNAMIC HT  -           1.359 (meters)       4.46  (feet)  COMP
 AM6910  MODELED GRAV-     980,162.3   (mgal)                       NAVD 88
 AM6910
 AM6910  VERT ORDER  -  FIRST     CLASS II
 AM6910
 AM6910.The horizontal coordinates were scaled from a topographic map and have
 AM6910.an estimated accuracy of +/- 6 seconds.
 AM6910
 AM6910.The orthometric height was determined by differential leveling
 AM6910.and adjusted by the National Geodetic Survey in March 2005..
 AM6910.No vertical observational check was made to the station.
 AM6910
 AM6910.The geoid height was determined by GEOID03.
 AM6910
 AM6910.The dynamic height is computed by dividing the NAVD 88
 AM6910.geopotential number by the normal gravity value computed on the
 AM6910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6910.degrees latitude (g = 980.6199 gals.).
 AM6910
 AM6910.The modeled gravity was interpolated from observed gravity values.
 AM6910
 AM6910;                    North         East    Units  Estimated Accuracy
 AM6910;SPC NJ       -   102,320.      182,130.      MT  (+/- 180 meters Scaled)
 AM6910
 AM6910                          SUPERSEDED SURVEY CONTROL
 AM6910
 AM6910.No superseded survey control is available for this station.
 AM6910
 AM6910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK749008(NAD 83)
 AM6910_MARKER: DJ = TIDAL STATION DISK
 AM6910_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AM6910_STAMPING: 3631 E 1977
 AM6910_MARK LOGO: NOS   
 AM6910_PROJECTION: FLUSH
 AM6910_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6910_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6910+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 AM6910_ROD/PIPE-DEPTH: 15.2 meters
 AM6910
 AM6910  HISTORY     - Date     Condition        Report By
 AM6910  HISTORY     - 1977     MONUMENTED       PORTER
 AM6910  HISTORY     - 20010606 GOOD             NJGS
 AM6910
 AM6910                          STATION DESCRIPTION
 AM6910
 AM6910'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 AM6910'THIS STATION IS NOT AN NOS TIDE STATION AND IS NOT PART OF THE
 AM6910'NATIONAL OCEAN SERVICE CENTER FOR OPERATIONAL OCEANOGRAPHICS PRODUCTS
 AM6910'AND SERVICES DATA BASE.  WATER LEVELS ARE REFERRED ONLY TO THE NEW
 AM6910'JERSEY TIDAL EPOCH OF 1966 TO 1984.  FOR MORE INFORMATION ON THIS
 AM6910'STATION, CONTACT THE NEW JERSEY DEPARTMENT OF ENVIRONMENTAL
 AM6910'PROTECTION, BUREAU OF TIDELANDS MANAGEMENT AT 609 292 2573.  THE
 AM6910'STATION IS LOCATED IN THE BOROUGH OF BARNEGAT LIGHT IN THE COMMUNITY
 AM6910'OF HIGH BAR HARBOR ON THE SOUTHWEST SIDE OF ARNOLD BOULEVARD.  TO
 AM6910'REACH THE STATION FROM THE INTERSECTION OF THE WESTBOUND LANES OF
 AM6910'STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM,
 AM6910'GO NORTHEAST ON LONG BEACH BOULEVARD, ALSO KNOWN AS CENTRAL AVENUE IN
 AM6910'THE BOROUGH OF BARNEGAT LIGHT, FOR 7.65 MI (12.31 KM) TO THE
 AM6910'INTERSECTION WITH 20TH STREET AT A TRAFFIC LIGHT.  TURN LEFT AND GO
 AM6910'NORTHWEST ON 2OTH STREET FOR 0.45 MI (0.72 KM) TO THE WYE JUNCTION
 AM6910'WITH AUBURN ROAD ON THE LEFT AND ARNOLD BOULEVARD ON THE RIGHT.  BEAR
 AM6910'TO THE RIGHT AND GO NORTHWEST ON ARNOLD BOULEVARD FOR 0.35 MI (0.56
 AM6910'KM) TO THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND UNDER A BUSH
 AM6910'IN THE FRONT YARD OF A TWO AND ONE HALF STORY FRAME DWELLING, HOUSE
 AM6910'NUMBER 134.  THE STATION IS 9.7 M (31.8 FT) SOUTH FROM THE CENTERLINE
 AM6910'OF ARNOLD BOULEVARD AND 49.0 FT (14.9 M) EAST FROM WOOD UTILITY POLE
 AM6910'NUMBER BT 234 LL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6909 ***********************************************************************
 AM6909  DESIGNATION -  853 3738 B TIDAL
 AM6909  PID         -  AM6909
 AM6909  STATE/COUNTY-  NJ/OCEAN
 AM6909  USGS QUAD   -  SHIP BOTTOM (1972)
 AM6909
 AM6909                         *CURRENT SURVEY CONTROL
 AM6909  ___________________________________________________________________
 AM6909* NAD 83(1986)-  39 43 26.     (N)    074 08 02.     (W)     SCALED    
 AM6909* NAVD 88     -         0.814  (meters)       2.67   (feet)  ADJUSTED  
 AM6909  ___________________________________________________________________
 AM6909  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 AM6909  DYNAMIC HT  -           0.813 (meters)       2.67  (feet)  COMP
 AM6909  MODELED GRAV-     980,159.7   (mgal)                       NAVD 88
 AM6909
 AM6909  VERT ORDER  -  FIRST     CLASS II
 AM6909
 AM6909.The horizontal coordinates were scaled from a topographic map and have
 AM6909.an estimated accuracy of +/- 6 seconds.
 AM6909
 AM6909.The orthometric height was determined by differential leveling
 AM6909.and adjusted by the National Geodetic Survey in March 2005..
 AM6909.No vertical observational check was made to the station.
 AM6909
 AM6909.The geoid height was determined by GEOID03.
 AM6909
 AM6909.The dynamic height is computed by dividing the NAVD 88
 AM6909.geopotential number by the normal gravity value computed on the
 AM6909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6909.degrees latitude (g = 980.6199 gals.).
 AM6909
 AM6909.The modeled gravity was interpolated from observed gravity values.
 AM6909
 AM6909;                    North         East    Units  Estimated Accuracy
 AM6909;SPC NJ       -    98,920.      181,390.      MT  (+/- 180 meters Scaled)
 AM6909
 AM6909                          SUPERSEDED SURVEY CONTROL
 AM6909
 AM6909.No superseded survey control is available for this station.
 AM6909
 AM6909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ742974(NAD 83)
 AM6909_MARKER: DJ = TIDAL STATION DISK
 AM6909_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AM6909_STAMPING: 3738 B 1976
 AM6909_MARK LOGO: NOS   
 AM6909_PROJECTION: FLUSH
 AM6909_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6909+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 AM6909_ROD/PIPE-DEPTH: 12.2 meters
 AM6909
 AM6909  HISTORY     - Date     Condition        Report By
 AM6909  HISTORY     - 1976     MONUMENTED       PORTER
 AM6909  HISTORY     - 20010606 GOOD             NJGS
 AM6909
 AM6909                          STATION DESCRIPTION
 AM6909
 AM6909'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 AM6909'THIS STATION IS NOT AN NOS TIDE STATION AND IS NOT PART OF THE
 AM6909'NATIONAL OCEAN SERVICE CENTER FOR OPERATIONAL OCEANOGRAPHICS PRODUCTS
 AM6909'AND SERVICES DATA BASE.  WATER LEVELS ARE REFERRED ONLY TO THE NEW
 AM6909'JERSEY TIDAL EPOCH OF 1966 TO 1984.  FOR MORE INFORMATION ON THIS
 AM6909'STATION, CONTACT THE NEW JERSEY DEPARTMENT OF ENVIRONMENTAL
 AM6909'PROTECTION, BUREAU OF TIDELANDS MANAGEMENT AT 609 292 2573.  THE
 AM6909'STATION IS LOCATED IN LONG BEACH TOWNSHIP IN THE COMMUNITY OF
 AM6909'LOVELADIES ON THE NORTHEAST SIDE OF PANORAMA STREET.  TO REACH THE
 AM6909'STATION FROM THE INTERSECTION OF THE WESTBOUND LANES OF STATE ROUTE 72
 AM6909'AND LONG BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM, GO NORTHEAST
 AM6909'ON LONG BEACH BOULEVARD FOR 5.65 MI (9.09 KM) TO THE INTERSECTION WITH
 AM6909'PANORAMA STREET ON THE LEFT.  TURN LEFT AND GO NORTHWEST ON PANORAMA
 AM6909'STREET FOR 0.40 MI (0.64 KM) TO THE STATION ON THE RIGHT, SET FLUSH
 AM6909'WITH THE GROUND.  THE STATION IS 5.1 M (16.7 FT) NORTHEAST FROM WOOD
 AM6909'UTILITY POLE NUMBER T 7502, 8.0 M (26.2 FT) NORTHEAST FROM THE CENTER
 AM6909'OF AN INLET, 13.6 M (44.6 FT) SOUTHEAST FROM THE CENTERLINE OF BAY
 AM6909'VIEW AVENUE, 14.3 M (46.9 FT) NORTHEAST FROM THE CENTERLINE OF
 AM6909'PANORAMA STREET AND 12.3 M (40.4 FT) WEST FROM THE WEST CORNER OF THE
 AM6909'GARAGE FOR A 2 STORY FRAME DWELLING, HOUSE NUMBER 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6908 ***********************************************************************
 AM6908  DESIGNATION -  853 3738 C TIDAL
 AM6908  PID         -  AM6908
 AM6908  STATE/COUNTY-  NJ/OCEAN
 AM6908  USGS QUAD   -  SHIP BOTTOM (1972)
 AM6908
 AM6908                         *CURRENT SURVEY CONTROL
 AM6908  ___________________________________________________________________
 AM6908* NAD 83(1986)-  39 43 25.     (N)    074 07 57.     (W)     SCALED    
 AM6908* NAVD 88     -         1.005  (meters)       3.30   (feet)  ADJUSTED  
 AM6908  ___________________________________________________________________
 AM6908  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 AM6908  DYNAMIC HT  -           1.005 (meters)       3.30  (feet)  COMP
 AM6908  MODELED GRAV-     980,159.6   (mgal)                       NAVD 88
 AM6908
 AM6908  VERT ORDER  -  FIRST     CLASS II
 AM6908
 AM6908.The horizontal coordinates were scaled from a topographic map and have
 AM6908.an estimated accuracy of +/- 6 seconds.
 AM6908
 AM6908.The orthometric height was determined by differential leveling
 AM6908.and adjusted by the National Geodetic Survey in March 2005..
 AM6908.No vertical observational check was made to the station.
 AM6908
 AM6908.The geoid height was determined by GEOID03.
 AM6908
 AM6908.The dynamic height is computed by dividing the NAVD 88
 AM6908.geopotential number by the normal gravity value computed on the
 AM6908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6908.degrees latitude (g = 980.6199 gals.).
 AM6908
 AM6908.The modeled gravity was interpolated from observed gravity values.
 AM6908
 AM6908;                    North         East    Units  Estimated Accuracy
 AM6908;SPC NJ       -    98,890.      181,510.      MT  (+/- 180 meters Scaled)
 AM6908
 AM6908                          SUPERSEDED SURVEY CONTROL
 AM6908
 AM6908.No superseded survey control is available for this station.
 AM6908
 AM6908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ743974(NAD 83)
 AM6908_MARKER: DJ = TIDAL STATION DISK
 AM6908_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AM6908_STAMPING: 3738 C 1976
 AM6908_MARK LOGO: NOS   
 AM6908_PROJECTION: FLUSH
 AM6908_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6908+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 AM6908_ROD/PIPE-DEPTH: 15.2 meters
 AM6908
 AM6908  HISTORY     - Date     Condition        Report By
 AM6908  HISTORY     - 1976     MONUMENTED       PORTER
 AM6908  HISTORY     - 20010606 GOOD             NJGS
 AM6908
 AM6908                          STATION DESCRIPTION
 AM6908
 AM6908'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 AM6908'THIS STATION IS NOT AN NOS TIDE STATION AND IS NOT PART OF THE
 AM6908'NATIONAL OCEAN SERVICE CENTER OF OPERATIONAL OCEANOGRAPHICS PRODUCTS
 AM6908'AND SERVICES DATA BASE.  WATER LEVELS ARE REFERRED ONLY TO THE NEW
 AM6908'JERSEY TIDAL EPOCH OF 1966 TO 1984.  FOR MORE INFORMATION ON THIS
 AM6908'STATION, CONTACT THE NEW JERSEY DEPARTMENT OF ENVIRONMENTAL
 AM6908'PROTECTION, BUREAU OF TIDELANDS MANAGEMENT AT 609 292 2573.  THE
 AM6908'STATION IS LOCATED IN LONG BEACH TOWNSHIP IN THE COMMUNITY OF
 AM6908'LOVELADIES ON THE NORTHEAST SIDE OF PANORAMA STREET.  TO REACH THE
 AM6908'STATION FROM THE INTERSECTION OF THE WESTBOUND LANES OF STATE ROUTE 72
 AM6908'AND LONG BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM, GO NORTHEAST
 AM6908'ON LONG BEACH BOULEVARD FOR 5.65 MI (9.09 KM) TO THE INTERSECTION WITH
 AM6908'PANORAMA STREET ON THE LEFT.  TURN LEFT AND GO NORTHWEST ON PANORAMA
 AM6908'STREET FOR 0.30 MI (0.48 KM) TO THE STATION ON THE RIGHT, SET FLUSH
 AM6908'WITH THE GROUND.  THE STATION IS 16.5 M (54.1 FT) NORTHWEST AND ACROSS
 AM6908'THE STREET FROM WOOD UTILITY NUMBER P28520 PP155 LB AND 12.0 M (39.4
 AM6908'FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE GARAGE FOR A ONE STORY
 AM6908'FRAME DWELLING, HOUSE NUMBER 94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6907 ***********************************************************************
 AM6907  DESIGNATION -  853 3862 A TIDAL
 AM6907  PID         -  AM6907
 AM6907  STATE/COUNTY-  NJ/OCEAN
 AM6907  USGS QUAD   -  SHIP BOTTOM (1972)
 AM6907
 AM6907                         *CURRENT SURVEY CONTROL
 AM6907  ___________________________________________________________________
 AM6907* NAD 83(1986)-  39 40 26.     (N)    074 09 32.     (W)     SCALED    
 AM6907* NAVD 88     -         0.942  (meters)       3.09   (feet)  ADJUSTED  
 AM6907  ___________________________________________________________________
 AM6907  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AM6907  DYNAMIC HT  -           0.941 (meters)       3.09  (feet)  COMP
 AM6907  MODELED GRAV-     980,154.2   (mgal)                       NAVD 88
 AM6907
 AM6907  VERT ORDER  -  FIRST     CLASS II
 AM6907
 AM6907.The horizontal coordinates were scaled from a topographic map and have
 AM6907.an estimated accuracy of +/- 6 seconds.
 AM6907
 AM6907.The orthometric height was determined by differential leveling
 AM6907.and adjusted by the National Geodetic Survey in March 2005..
 AM6907.No vertical observational check was made to the station.
 AM6907
 AM6907.The geoid height was determined by GEOID03.
 AM6907
 AM6907.The dynamic height is computed by dividing the NAVD 88
 AM6907.geopotential number by the normal gravity value computed on the
 AM6907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6907.degrees latitude (g = 980.6199 gals.).
 AM6907
 AM6907.The modeled gravity was interpolated from observed gravity values.
 AM6907
 AM6907;                    North         East    Units  Estimated Accuracy
 AM6907;SPC NJ       -    93,370.      179,260.      MT  (+/- 180 meters Scaled)
 AM6907
 AM6907                          SUPERSEDED SURVEY CONTROL
 AM6907
 AM6907.No superseded survey control is available for this station.
 AM6907
 AM6907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ721919(NAD 83)
 AM6907_MARKER: DJ = TIDAL STATION DISK
 AM6907_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AM6907_STAMPING: 3862 A 1976
 AM6907_MARK LOGO: NOS   
 AM6907_PROJECTION: RECESSED 5 CENTIMETERS
 AM6907_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6907_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6907+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 AM6907_ROD/PIPE-DEPTH: 15.2 meters
 AM6907
 AM6907  HISTORY     - Date     Condition        Report By
 AM6907  HISTORY     - 1976     MONUMENTED       PORTER
 AM6907  HISTORY     - 20010606 GOOD             NJGS
 AM6907
 AM6907                          STATION DESCRIPTION
 AM6907
 AM6907'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 AM6907'THIS STATION IS NOT AN NOS TIDE STATION AND IS NOT PART OF THE
 AM6907'NATIONAL OCEAN SERVICE CENTER FOR OPERATIONAL OCEANOGRAPHICS PRODUCTS
 AM6907'AND SERVICES DATA BASE.  WATER LEVELS ARE REFERRED ONLY TO THE NEW
 AM6907'JERSEY TIDAL EPOCH OF 1966 TO 1984.  FOR MORE INFORMATION ON THIS
 AM6907'STATION, CONTACT THE NEW JERSEY DEPARTMENT OF ENVIRONMENTAL
 AM6907'PROTECTION, BUREAU OF TIDELANDS MANAGEMENT AT 609 292 2573.  THE
 AM6907'STATION IS LOCATED IN LONG BEACH TOWNSHIP IN THE COMMUNITY OF NORTH
 AM6907'BEACH ON THE NORTHWEST SIDE OF EDGEWATER DRIVE.  TO REACH THE STATION
 AM6907'FROM THE INTERSECTION OF THE WESTBOUND LANES OF STATE ROUTE 72 AND
 AM6907'LONG BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM, GO NORTHEAST ON
 AM6907'LONG BEACH BOULEVARD FOR 1.9 MI (3.1 KM) TO THE TEE INTERSECTION WITH
 AM6907'BAYSHORE ROAD ON THE LEFT.  TURN LEFT AND GO WEST NORTHWEST ON
 AM6907'BAYSHORE ROAD FOR 0.15 MI (0.24 KM) TO THE TEE INTERSECTION WITH
 AM6907'EDGEWATER DRIVE AND THE STATION AHEAD ON THE LEFT, SET ABOUT 0.15 FT
 AM6907'(4.57 CM) BELOW THE GROUND IN AN OPEN LOT FOR NORTH BEACH ESTATES BOAT
 AM6907'LAUNCH ACCESS AND DOCK.  THE STATION IS 21.1 M (69.2 FT) WEST AND
 AM6907'ACROSS THE STREET FROM THE NORTHWEST CORNER OF A TWO STORY FRAME
 AM6907'DWELLING, HOUSE NUMBER 15, 4.5 M (14.8 FT) NORTH NORTHEAST FROM WOOD
 AM6907'UTILITY POLE NUMBER P24593 AND 9.3 M (30.5 FT) NORTHWEST FROM THE
 AM6907'CENTERLINE OF EDGEWATER DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6906 ***********************************************************************
 AM6906  DESIGNATION -  853 3862 B TIDAL
 AM6906  PID         -  AM6906
 AM6906  STATE/COUNTY-  NJ/OCEAN
 AM6906  USGS QUAD   -  SHIP BOTTOM (1972)
 AM6906
 AM6906                         *CURRENT SURVEY CONTROL
 AM6906  ___________________________________________________________________
 AM6906* NAD 83(1986)-  39 40 23.     (N)    074 09 30.     (W)     SCALED    
 AM6906* NAVD 88     -         1.415  (meters)       4.64   (feet)  ADJUSTED  
 AM6906  ___________________________________________________________________
 AM6906  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AM6906  DYNAMIC HT  -           1.414 (meters)       4.64  (feet)  COMP
 AM6906  MODELED GRAV-     980,154.0   (mgal)                       NAVD 88
 AM6906
 AM6906  VERT ORDER  -  FIRST     CLASS II
 AM6906
 AM6906.The horizontal coordinates were scaled from a topographic map and have
 AM6906.an estimated accuracy of +/- 6 seconds.
 AM6906
 AM6906.The orthometric height was determined by differential leveling
 AM6906.and adjusted by the National Geodetic Survey in March 2005..
 AM6906.No vertical observational check was made to the station.
 AM6906
 AM6906.The geoid height was determined by GEOID03.
 AM6906
 AM6906.The dynamic height is computed by dividing the NAVD 88
 AM6906.geopotential number by the normal gravity value computed on the
 AM6906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6906.degrees latitude (g = 980.6199 gals.).
 AM6906
 AM6906.The modeled gravity was interpolated from observed gravity values.
 AM6906
 AM6906;                    North         East    Units  Estimated Accuracy
 AM6906;SPC NJ       -    93,270.      179,310.      MT  (+/- 180 meters Scaled)
 AM6906
 AM6906                          SUPERSEDED SURVEY CONTROL
 AM6906
 AM6906.No superseded survey control is available for this station.
 AM6906
 AM6906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ721918(NAD 83)
 AM6906_MARKER: DJ = TIDAL STATION DISK
 AM6906_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AM6906_STAMPING: 3862 B TIDAL
 AM6906_MARK LOGO: NOS   
 AM6906_PROJECTION: RECESSED 6 CENTIMETERS
 AM6906_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6906_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6906+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 AM6906_ROD/PIPE-DEPTH: 9.1  meters
 AM6906
 AM6906  HISTORY     - Date     Condition        Report By
 AM6906  HISTORY     - 1976     MONUMENTED       PORTER
 AM6906  HISTORY     - 20010606 GOOD             NJGS
 AM6906
 AM6906                          STATION DESCRIPTION
 AM6906
 AM6906'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 AM6906'THIS STATION IS NOT AN NOS TIDE STATION AND IS NOT PART OF THE
 AM6906'NATIONAL OCEAN SERVICE CENTER FOR OPERATIONAL OCEANOGRAPHICS PRODUCTS
 AM6906'AND SERVICES DATA BASE.  WATER LEVELS ARE REFERRED ONLY TO THE NEW
 AM6906'JERSEY TIDAL EPOCH OF 1966 TO 1984.  FOR ADDITIONAL INFORMATION ON
 AM6906'THIS STATION, CONTACT THE NEW JERSEY DEPARTMENT OF ENVIRONMENTAL
 AM6906'PROTECTION, BUREAU OF TIDELANDS MANAGEMENT AT 609 292 2573.  THE
 AM6906'STATION IS LOCATED IN LONG BEACH TOWNSHIP IN THE COMMUNITY OF NORTH
 AM6906'BEACH ON THE NORTHEAST SIDE OF BAYSHORE ROAD.  TO REACH THE STATION
 AM6906'FROM THE INTERSECTION OF THE WESTBOUND LANES OF STATE ROUTE 72 AND
 AM6906'LONG BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM, GO NORTHEAST ON
 AM6906'LONG BEACH BOULEVARD FOR 1.9 MI (3.1 KM) TO THE TEE INTERSECTION WITH
 AM6906'BAYSHORE ROAD ON THE LEFT.  TURN LEFT AND GO WEST NORTHWEST ON
 AM6906'BAYSHORE ROAD FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT, SET
 AM6906'ABOUT 0.20 FT (6.10 CM) BELOW THE GROUND IN THE FRONT YARD OF A TWO
 AM6906'STORY FRAME DWELLING, HOUSE NUMBER 10.  THE STATION IS 6.5 M (21.3 FT)
 AM6906'NORTHEAST FROM THE CENTERLINE OF BAYSHORE ROAD, 10.3 M (33.8 FT)
 AM6906'SOUTHWEST FROM THE WEST CORNER OF HOUSE NUMBER 10, 4.3 M (14.1 FT)
 AM6906'WEST FROM THE SOUTH CORNER OF HOUSE NUMBER 10 AND 1.8 M (5.9 FT)
 AM6906'SOUTHEAST FROM A WOOD POST WITH HOUSE NUMBER DISPLAYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6905 ***********************************************************************
 AM6905  DESIGNATION -  853 3862 C TIDAL
 AM6905  PID         -  AM6905
 AM6905  STATE/COUNTY-  NJ/OCEAN
 AM6905  USGS QUAD   -  SHIP BOTTOM (1972)
 AM6905
 AM6905                         *CURRENT SURVEY CONTROL
 AM6905  ___________________________________________________________________
 AM6905* NAD 83(1986)-  39 40 23.     (N)    074 09 24.     (W)     SCALED    
 AM6905* NAVD 88     -         1.454  (meters)       4.77   (feet)  ADJUSTED  
 AM6905  ___________________________________________________________________
 AM6905  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AM6905  DYNAMIC HT  -           1.453 (meters)       4.77  (feet)  COMP
 AM6905  MODELED GRAV-     980,153.9   (mgal)                       NAVD 88
 AM6905
 AM6905  VERT ORDER  -  FIRST     CLASS II
 AM6905
 AM6905.The horizontal coordinates were scaled from a topographic map and have
 AM6905.an estimated accuracy of +/- 6 seconds.
 AM6905
 AM6905.The orthometric height was determined by differential leveling
 AM6905.and adjusted by the National Geodetic Survey in March 2005..
 AM6905
 AM6905.The geoid height was determined by GEOID03.
 AM6905
 AM6905.The dynamic height is computed by dividing the NAVD 88
 AM6905.geopotential number by the normal gravity value computed on the
 AM6905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6905.degrees latitude (g = 980.6199 gals.).
 AM6905
 AM6905.The modeled gravity was interpolated from observed gravity values.
 AM6905
 AM6905;                    North         East    Units  Estimated Accuracy
 AM6905;SPC NJ       -    93,270.      179,460.      MT  (+/- 180 meters Scaled)
 AM6905
 AM6905                          SUPERSEDED SURVEY CONTROL
 AM6905
 AM6905.No superseded survey control is available for this station.
 AM6905
 AM6905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ723918(NAD 83)
 AM6905_MARKER: DJ = TIDAL STATION DISK
 AM6905_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AM6905_STAMPING: 3862 C 1976
 AM6905_MARK LOGO: NOS   
 AM6905_PROJECTION: RECESSED 6 CENTIMETERS
 AM6905_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6905_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6905+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 AM6905_ROD/PIPE-DEPTH: 15.2 meters
 AM6905
 AM6905  HISTORY     - Date     Condition        Report By
 AM6905  HISTORY     - 1976     MONUMENTED       PORTER
 AM6905  HISTORY     - 20010606 GOOD             NJGS
 AM6905
 AM6905                          STATION DESCRIPTION
 AM6905
 AM6905'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 AM6905'THIS STATION IS NOT AN NOS TIDE STATION AND IS NOT PART OF THE
 AM6905'NATIONAL OCEAN SERVICE CENTER FOR OPERATIONAL OCEANOGRAPHICS PRODUCTS
 AM6905'AND SERVICES DATA BASE.  WATER LEVELS ARE REFERRED ONLY TO THE NEW
 AM6905'JERSEY TIDAL EPOCH OF 1966 TO 1984.  FOR ADDITIONAL INFORMATION ON
 AM6905'THIS STATION, CONTACT THE NEW JERSEY DEPARTMENT OF ENVIRONMENTAL
 AM6905'PROTECTION, BUREAU OF TIDELANDS MANAGEMENT AT 609 292 2573.  THE
 AM6905'STATION IS LOCATED IN LONG BEACH TOWNSHIP IN THE COMMUNITY OF NORTH
 AM6905'BEACH AT THE SOUTHWEST CORNER OF THE INTERSECTION OF BAYSHORE ROAD AND
 AM6905'LONG BEACH BOULEVARD.  TO REACH THE STATION FROM THE INTERSECTION OF
 AM6905'THE WESTBOUND LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE
 AM6905'BOROUGH OF SHIP BOTTOM, GO NORTHEAST ON LONG BEACH BOULEVARD FOR 1.9
 AM6905'MI (3.1 KM) TO THE STATION ON THE LEFT, SET ABOUT 0.20 FT (6.10 CM)
 AM6905'BELOW THE GROUND.  THE STATION IS 7.1 M (23.3 FT) SOUTHWEST FROM THE
 AM6905'CENTERLINE OF BAYSHORE ROAD, 9.0 M (29.5 FT) NORTHWEST FROM THE
 AM6905'CENTERLINE OF THE SOUTHBOUND LANES OF LONG BEACH BOULEVARD, 3.0 M (9.8
 AM6905'FT) WEST FROM WOOD UTILITY POLE NUMBER L302 BT76 AND 20.0 M (65.6 FT)
 AM6905'SOUTHWEST AND ACROSS BAYSHORE ROAD FROM A ONE STORY FRAME DWELLING
 AM6905'WITH NO NUMBER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7258 ***********************************************************************
 AC7258  DESIGNATION -  853 3935 E TIDAL
 AC7258  PID         -  AC7258
 AC7258  STATE/COUNTY-  NJ/OCEAN
 AC7258  USGS QUAD   -  SHIP BOTTOM (1972)
 AC7258
 AC7258                         *CURRENT SURVEY CONTROL
 AC7258  ___________________________________________________________________
 AC7258* NAD 83(1986)-  39 39 12.     (N)    074 11 02.     (W)     SCALED    
 AC7258* NAVD 88     -         1.164  (meters)       3.82   (feet)  ADJUSTED  
 AC7258  ___________________________________________________________________
 AC7258  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 AC7258  DYNAMIC HT  -           1.163 (meters)       3.82  (feet)  COMP
 AC7258  MODELED GRAV-     980,152.1   (mgal)                       NAVD 88
 AC7258
 AC7258  VERT ORDER  -  FIRST     CLASS I
 AC7258
 AC7258.The horizontal coordinates were scaled from a topographic map and have
 AC7258.an estimated accuracy of +/- 6 seconds.
 AC7258
 AC7258.The orthometric height was determined by differential leveling
 AC7258.and adjusted by the National Geodetic Survey in April 1997..
 AC7258
 AC7258.The geoid height was determined by GEOID03.
 AC7258
 AC7258.The dynamic height is computed by dividing the NAVD 88
 AC7258.geopotential number by the normal gravity value computed on the
 AC7258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7258.degrees latitude (g = 980.6199 gals.).
 AC7258
 AC7258.The modeled gravity was interpolated from observed gravity values.
 AC7258
 AC7258;                    North         East    Units  Estimated Accuracy
 AC7258;SPC NJ       -    91,080.      177,130.      MT  (+/- 180 meters Scaled)
 AC7258
 AC7258                          SUPERSEDED SURVEY CONTROL
 AC7258
 AC7258.No superseded survey control is available for this station.
 AC7258
 AC7258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ700896(NAD 83)
 AC7258_MARKER: DJ = TIDAL STATION DISK
 AC7258_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC7258_STAMPING: 3935 E 1976
 AC7258_MARK LOGO: NOS   
 AC7258_PROJECTION: RECESSED 4 CENTIMETERS
 AC7258_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC7258+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1996
 AC7258_ROD/PIPE-DEPTH: 12   meters
 AC7258
 AC7258  HISTORY     - Date     Condition        Report By
 AC7258  HISTORY     - 1976     MONUMENTED       PORTER
 AC7258  HISTORY     - 19960611 GOOD             NJGS
 AC7258  HISTORY     - 20040722 GOOD             NJDEP
 AC7258  HISTORY     - 20060127 GOOD             USGS
 AC7258
 AC7258                          STATION DESCRIPTION
 AC7258
 AC7258'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 AC7258'THE STATION IS LOCATED IN THE BOROUGH OF SHIP BOTTOM.  TO REACH THE
 AC7258'STATION FROM THE INTERSECTION OF 8TH STREET, THE WESTBOUND LANES OF
 AC7258'STATE ROUTE 72 AND LONG BEACH BOULEVARD, GO NORTHWEST ON STATE ROUTE
 AC7258'72 FOR ABOUT 0.5 MI (0.8 KM) TO A WYE JUNCTION WITH A SERVICE ROAD ON
 AC7258'THE RIGHT.  BEAR TO THE RIGHT AND FOLLOW THE SERVICE ROAD FOR ABOUT
 AC7258'0.1 MI (0.2 KM) TO THE END OF TRUCK TRAVEL AND THE STATION ON THE
 AC7258'RIGHT, SET FLUSH WITH THE GROUND IN A PVC PIPE SURROUNDED BY CONCRETE
 AC7258'COLLAR, AT THE ENTRANCE DRIVE LEADING TO THE HOCKSTRASSER MARINA. THE
 AC7258'STATION IS 3.1 FT (0.9 M) EAST FROM POLE NUMBER P36027, 72.8 FT (22.2
 AC7258'M) NORTH FROM POLE NUMBER T 525, 64.0 FT (19.5 M) EAST FROM THE
 AC7258'NORTHWEST FACE OF THE NORTHEAST CONCRETE ABUTMENT OF A FORMER
 AC7258'DRAWBRIDGE OVER MANAHAWKIN BAY, NOW DEMOLISHED AND 42.3 FT (12.9 M)
 AC7258'NORTHWEST FROM AN INLET ON THE NORTHEAST CURB OF THE SERVICE ROAD.
 AC7258
 AC7258                          STATION RECOVERY (2004)
 AC7258
 AC7258'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2004 (WM)
 AC7258'RECOVERED IN GOOD CONDITION.
 AC7258
 AC7258                          STATION RECOVERY (2006)
 AC7258
 AC7258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KMH)
 AC7258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7259 ***********************************************************************
 AC7259  DESIGNATION -  853 3935 F TIDAL
 AC7259  PID         -  AC7259
 AC7259  STATE/COUNTY-  NJ/OCEAN
 AC7259  USGS QUAD   -  SHIP BOTTOM (1972)
 AC7259
 AC7259                         *CURRENT SURVEY CONTROL
 AC7259  ___________________________________________________________________
 AC7259* NAD 83(1986)-  39 39 07.     (N)    074 10 48.     (W)     SCALED    
 AC7259* NAVD 88     -         0.817  (meters)       2.68   (feet)  ADJUSTED  
 AC7259  ___________________________________________________________________
 AC7259  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 AC7259  DYNAMIC HT  -           0.817 (meters)       2.68  (feet)  COMP
 AC7259  MODELED GRAV-     980,151.7   (mgal)                       NAVD 88
 AC7259
 AC7259  VERT ORDER  -  FIRST     CLASS I
 AC7259
 AC7259.The horizontal coordinates were scaled from a topographic map and have
 AC7259.an estimated accuracy of +/- 6 seconds.
 AC7259
 AC7259.The orthometric height was determined by differential leveling
 AC7259.and adjusted by the National Geodetic Survey in April 1997..
 AC7259
 AC7259.The geoid height was determined by GEOID03.
 AC7259
 AC7259.The dynamic height is computed by dividing the NAVD 88
 AC7259.geopotential number by the normal gravity value computed on the
 AC7259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7259.degrees latitude (g = 980.6199 gals.).
 AC7259
 AC7259.The modeled gravity was interpolated from observed gravity values.
 AC7259
 AC7259;                    North         East    Units  Estimated Accuracy
 AC7259;SPC NJ       -    90,920.      177,460.      MT  (+/- 180 meters Scaled)
 AC7259
 AC7259                          SUPERSEDED SURVEY CONTROL
 AC7259
 AC7259.No superseded survey control is available for this station.
 AC7259
 AC7259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ703894(NAD 83)
 AC7259_MARKER: DJ = TIDAL STATION DISK
 AC7259_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC7259_STAMPING: 3935 F 1976
 AC7259_MARK LOGO: NOS   
 AC7259_PROJECTION: RECESSED 4 CENTIMETERS
 AC7259_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC7259+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1996
 AC7259_ROD/PIPE-DEPTH: 12   meters
 AC7259
 AC7259  HISTORY     - Date     Condition        Report By
 AC7259  HISTORY     - 1976     MONUMENTED       PORTER
 AC7259  HISTORY     - 19960701 GOOD             NJGS
 AC7259  HISTORY     - 20040722 GOOD             NJDEP
 AC7259  HISTORY     - 20060127 GOOD             USGS
 AC7259
 AC7259                          STATION DESCRIPTION
 AC7259
 AC7259'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 AC7259'THE STATION IS LOCATED IN THE BOROUGH OF SHIP BOTTOM.  TO REACH THE
 AC7259'STATION FROM THE INTERSECTION OF 8TH STREET, THE WESTBOUND LANES OF
 AC7259'STATE ROUTE 72 AND LONG BEACH BOULEVARD, GO NORTHWEST ON STATE ROUTE
 AC7259'72 FOR ABOUT 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT, SET ABOUT 0.4
 AC7259'FT (12.2 CM) BELOW THE GROUND, IN A GRASS MEDIAN SEPARATING THE
 AC7259'WESTBOUND LANES OF STATE ROUTE 72 AND A SERVICE ROAD, JUST NORTHWEST
 AC7259'FROM THE INTERSECTION WITH BARNEGAT AVENUE.  THE STATION IS 94.0 FT
 AC7259'(28.7 M) NORTHWEST FROM THE CENTERLINE OF BARNEGAT AVENUE, 57.3 FT
 AC7259'(17.5 M) WEST FROM A FIRE HYDRANT ON THE NORTH SIDE OF STATE ROUTE 72,
 AC7259'27.7 FT (8.4 M) SOUTHWEST FROM THE CENTERLINE OF THE WESTBOUND LANES
 AC7259'OF STATE ROUTE 72 AND 2.3 FT (0.7 M) NORTHWEST FROM POLE NUMBER P7002.
 AC7259
 AC7259                          STATION RECOVERY (2004)
 AC7259
 AC7259'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2004 (WM)
 AC7259'RECOVERED IN GOOD CONDITION.
 AC7259
 AC7259                          STATION RECOVERY (2006)
 AC7259
 AC7259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KMH)
 AC7259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0139 ***********************************************************************
 JU0139  DESIGNATION -  853 3935 TIDAL 3
 JU0139  PID         -  JU0139
 JU0139  STATE/COUNTY-  NJ/OCEAN
 JU0139  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0139
 JU0139                         *CURRENT SURVEY CONTROL
 JU0139  ___________________________________________________________________
 JU0139* NAD 83(1986)-  39 39 19.     (N)    074 11 08.     (W)     SCALED    
 JU0139* NAVD 88     -         1.625  (meters)       5.33   (feet)  ADJUSTED  
 JU0139  ___________________________________________________________________
 JU0139  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JU0139  DYNAMIC HT  -           1.624 (meters)       5.33  (feet)  COMP
 JU0139  MODELED GRAV-     980,152.5   (mgal)                       NAVD 88
 JU0139
 JU0139  VERT ORDER  -  FIRST     CLASS I
 JU0139
 JU0139.The horizontal coordinates were scaled from a topographic map and have
 JU0139.an estimated accuracy of +/- 6 seconds.
 JU0139
 JU0139.The orthometric height was determined by differential leveling
 JU0139.and adjusted by the National Geodetic Survey in April 1997..
 JU0139
 JU0139.The geoid height was determined by GEOID03.
 JU0139
 JU0139.The dynamic height is computed by dividing the NAVD 88
 JU0139.geopotential number by the normal gravity value computed on the
 JU0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0139.degrees latitude (g = 980.6199 gals.).
 JU0139
 JU0139.The modeled gravity was interpolated from observed gravity values.
 JU0139
 JU0139;                    North         East    Units  Estimated Accuracy
 JU0139;SPC NJ       -    91,290.      176,980.      MT  (+/- 180 meters Scaled)
 JU0139
 JU0139                          SUPERSEDED SURVEY CONTROL
 JU0139
 JU0139  NAVD 88 (06/15/91)    1.623  (m)            5.32   (f) UNKNOWN     1 1
 JU0139  NGVD 29 (??/??/??)    2.007  (m)            6.58   (f) ADJUSTED    1 1
 JU0139
 JU0139.Superseded values are not recommended for survey control.
 JU0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0139.See file dsdata.txt to determine how the superseded data were derived.
 JU0139
 JU0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ698898(NAD 83)
 JU0139_MARKER: DJ = TIDAL STATION DISK
 JU0139_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU0139_SP_SET: BRIDGE ABUTMENT
 JU0139_STAMPING: NO 3 1936
 JU0139_MARK LOGO: CGS   
 JU0139_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0139+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1996
 JU0139
 JU0139  HISTORY     - Date     Condition        Report By
 JU0139  HISTORY     - 1936     MONUMENTED       CGS
 JU0139  HISTORY     - 1961     GOOD             CGS
 JU0139  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0139  HISTORY     - 19960718 GOOD             NJGS
 JU0139
 JU0139                          STATION DESCRIPTION
 JU0139
 JU0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0139'1 MI NW FROM SHIP BOTTOM.
 JU0139'0.4 MILE NORTHEAST ALONG LONG BEACH BOULEVARD FROM THE CITY HALL
 JU0139'IN SHIP BOTTOM, THENCE 0.6 MILE NORTHWEST ON STATE HIGHWAY 72 TO
 JU0139'CEDAR BONNET ISLAND, IN THE NORTH CORNER OF THE NORTHWEST CONCRETE
 JU0139'ABUTMENT OF AN ABANDONED HIGHWAY DRAWBRIDGE, 96 FEET NORTHEAST
 JU0139'OF THE CURB OF HIGHWAY 72 AND 192 FEET SOUTHWEST OF TIDAL MARK 2.
 JU0139'SET IN A DRILL HOLE 8 FEET BELOW THE LEVEL OF THE HIGHWAY.
 JU0139
 JU0139                          STATION RECOVERY (1985)
 JU0139
 JU0139'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0139'MARK NOT FOUND.
 JU0139
 JU0139                          STATION RECOVERY (1996)
 JU0139
 JU0139'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 JU0139'THE STATION IS LOCATED IN STAFFORD TOWNSHIP ON CEDAR BONNET ISLAND. TO
 JU0139'REACH THE STATION FROM THE INTERSECTION OF 8TH STREET, THE WESTBOUND
 JU0139'LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE BOROUGH OF
 JU0139'SHIP BOTTOM, GO NORTHWEST ON STATE ROUTE 72 FOR 0.75 MI (1.21 KM) TO A
 JU0139'SIDE ROAD ON THE RIGHT LEADING TO BAY AVENUE, JUST BEYOND THE FIRST OF
 JU0139'FOUR HIGHWAY BRIDGES SPANNING THE MANAHAWKIN BAY.  TURN RIGHT AND GO
 JU0139'EAST ON BAY AVENUE FOR ABOUT 50 M (164.0 FT) TO THE STATION ON THE
 JU0139'LEFT, SET FLUSH IN A DRILL HOLE AT THE NORTH CORNER OF THE NORTHWEST
 JU0139'CONCRETE ABUTMENT OF THE REMOVED FORMER DRAWBRIDGE OVER MANAHAWKIN
 JU0139'BAY, NOW DEMOLISHED.  THE STATION IS 67.5 FT (20.6 M) SOUTH SOUTHWEST
 JU0139'FROM POLE NUMBER 8861, 22.5 FT (6.9 M) EAST SOUTHEAST FROM A STREET
 JU0139'SIGN FOR BAY AVENUE, 72.0 FT (21.9 M) SOUTH FROM A MANHOLE IN THE REAR
 JU0139'OF AN ABANDONED TWO STORY FRAME DWELLING FOR A FORMER GROCERY STORE
 JU0139'AND 66.1 FT (20.1 M) SOUTHWEST FROM THE EAST CORNER OF THE TWO STORY
 JU0139'FRAME DWELLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7255 ***********************************************************************
 AC7255  TIDAL BM    -  This is a Tidal Bench Mark.
 AC7255  DESIGNATION -  853 4048 D TIDAL
 AC7255  PID         -  AC7255
 AC7255  STATE/COUNTY-  NJ/OCEAN
 AC7255  USGS QUAD   -  BEACH HAVEN (1977)
 AC7255
 AC7255                         *CURRENT SURVEY CONTROL
 AC7255  ___________________________________________________________________
 AC7255* NAD 83(1986)-  39 36 41.     (N)    074 12 16.     (W)     SCALED    
 AC7255* NAVD 88     -         0.676  (meters)       2.22   (feet)  ADJUSTED  
 AC7255  ___________________________________________________________________
 AC7255  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 AC7255  DYNAMIC HT  -           0.675 (meters)       2.21  (feet)  COMP
 AC7255  MODELED GRAV-     980,145.1   (mgal)                       NAVD 88
 AC7255
 AC7255  VERT ORDER  -  FIRST     CLASS I
 AC7255
 AC7255.The horizontal coordinates were scaled from a topographic map and have
 AC7255.an estimated accuracy of +/- 6 seconds.
 AC7255
 AC7255.The orthometric height was determined by differential leveling
 AC7255.and adjusted by the National Geodetic Survey in April 1997..
 AC7255
 AC7255.This Tidal Bench Mark is designated as VM 2625
 AC7255.by the Center for Operational Oceanographic Products and Services.
 AC7255
 AC7255.The geoid height was determined by GEOID03.
 AC7255
 AC7255.The dynamic height is computed by dividing the NAVD 88
 AC7255.geopotential number by the normal gravity value computed on the
 AC7255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7255.degrees latitude (g = 980.6199 gals.).
 AC7255
 AC7255.The modeled gravity was interpolated from observed gravity values.
 AC7255
 AC7255;                    North         East    Units  Estimated Accuracy
 AC7255;SPC NJ       -    86,410.      175,380.      MT  (+/- 180 meters Scaled)
 AC7255
 AC7255                          SUPERSEDED SURVEY CONTROL
 AC7255
 AC7255.No superseded survey control is available for this station.
 AC7255
 AC7255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ682849(NAD 83)
 AC7255_MARKER: DJ = TIDAL STATION DISK
 AC7255_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC7255_STAMPING: 4048 D 1976
 AC7255_MARK LOGO: NOS   
 AC7255_PROJECTION: RECESSED 4 CENTIMETERS
 AC7255_MAGNETIC: I = MARKER IS A STEEL ROD
 AC7255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC7255+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1996
 AC7255_ROD/PIPE-DEPTH: 15.2 meters
 AC7255
 AC7255  HISTORY     - Date     Condition        Report By
 AC7255  HISTORY     - 1976     MONUMENTED       PORTER
 AC7255  HISTORY     - 19960708 GOOD             NJGS
 AC7255
 AC7255                          STATION DESCRIPTION
 AC7255
 AC7255'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 AC7255'THE STATION IS LOCATED IN LONG BEACH TOWNSHIP IN THE COMMUNITY OF
 AC7255'BEACH HAVEN CREST.  TO REACH THE STATION FROM THE INTERSECTION OF 9TH
 AC7255'STREET, THE EASTBOUND LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD
 AC7255'IN THE BOROUGH OF SHIP BOTTOM, GO SOUTHWEST ON LONG BEACH BOULEVARD
 AC7255'FOR ABOUT 3.0 MI (4.8 KM) TO THE INTERSECTION WITH JEANETTE STREET,
 AC7255'(78TH STREET) AND THE STATION ON THE RIGHT, SET FLUSH IN ASPHALT
 AC7255'PAVING AT THE NORTHWEST CORNER OF THE INTERSECTION IN FRONT OF NUMBER
 AC7255'7712, A ONE STORY FRAME DWELLING FOR LBI VIDEO.  THE STATION IS 6.0 FT
 AC7255'(1.8 M) EAST FROM THE SOUTHEAST CORNER OF NUMBER 7712 AND 11.5 FT (3.5
 AC7255'M) WEST FROM THE WEST CURB OF LONG BEACH BOULEVARD.  THE SIGN FOR THE
 AC7255'BUSINESS IS DIRECTLY OVERHEAD, THE SIGN CAN BE ROTATED BY REMOVING THE
 AC7255'CONNECTION PIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2442 ***********************************************************************
 JU2442  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2442  DESIGNATION -  853 4080 A TIDAL
 JU2442  PID         -  JU2442
 JU2442  STATE/COUNTY-  NJ/OCEAN
 JU2442  USGS QUAD   -  TUCKERTON (1995)
 JU2442
 JU2442                         *CURRENT SURVEY CONTROL
 JU2442  ___________________________________________________________________
 JU2442* NAD 83(1986)-  39 36 05.     (N)    074 20 22.     (W)     SCALED    
 JU2442* NAVD 88     -         1.346  (meters)       4.42   (feet)  ADJUSTED  
 JU2442  ___________________________________________________________________
 JU2442  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU2442  DYNAMIC HT  -           1.346 (meters)       4.42  (feet)  COMP
 JU2442  MODELED GRAV-     980,153.0   (mgal)                       NAVD 88
 JU2442
 JU2442  VERT ORDER  -  FIRST     CLASS II
 JU2442
 JU2442.The horizontal coordinates were scaled from a topographic map and have
 JU2442.an estimated accuracy of +/- 6 seconds.
 JU2442
 JU2442.The orthometric height was determined by differential leveling
 JU2442.and adjusted by the National Geodetic Survey in June 1991..
 JU2442
 JU2442.This Tidal Bench Mark is designated as VM 2631
 JU2442.by the Center for Operational Oceanographic Products and Services.
 JU2442
 JU2442.The geoid height was determined by GEOID03.
 JU2442
 JU2442.The dynamic height is computed by dividing the NAVD 88
 JU2442.geopotential number by the normal gravity value computed on the
 JU2442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2442.degrees latitude (g = 980.6199 gals.).
 JU2442
 JU2442.The modeled gravity was interpolated from observed gravity values.
 JU2442
 JU2442;                    North         East    Units  Estimated Accuracy
 JU2442;SPC NJ       -    85,270.      163,790.      MT  (+/- 180 meters Scaled)
 JU2442
 JU2442                          SUPERSEDED SURVEY CONTROL
 JU2442
 JU2442  NGVD 29 (01/10/92)    1.736  (m)            5.70   (f) ADJUSTED    1 2
 JU2442
 JU2442.Superseded values are not recommended for survey control.
 JU2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2442.See file dsdata.txt to determine how the superseded data were derived.
 JU2442
 JU2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ567837(NAD 83)
 JU2442_MARKER: DB = BENCH MARK DISK
 JU2442_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2442_SP_SET: COPPER-CLAD STEEL ROD
 JU2442_STAMPING: 4080 A 1976
 JU2442_PROJECTION: RECESSED 5 CENTIMETERS
 JU2442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2442_ROD/PIPE-DEPTH: 15.2 meters
 JU2442
 JU2442  HISTORY     - Date     Condition        Report By
 JU2442  HISTORY     - 1976     MONUMENTED       NOS
 JU2442  HISTORY     - 1979     GOOD             NGS
 JU2442  HISTORY     - 19950201 MARK NOT FOUND   NJGS
 JU2442
 JU2442                          STATION DESCRIPTION
 JU2442
 JU2442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2442'IN TUCKERTON.
 JU2442'AT TUCKERTON, APROXIMATELY 0.15 MILE SOUTH ALONG S. GREEN STREET
 JU2442'(ALSO COUNTY HIGHWAY 539) FROM ITS INTERSECTION WITH U.S. HIGHWAY 9
 JU2442'(WHICH IS EAST AND WEST MAIN STREET AT THIS POINT), TO THE
 JU2442'INTERSECTION OF WATER STREET AND S. GREEN STREET, THE STANDARD NOS
 JU2442'BENCH MARK DISK IS SET ON TOP OF A 5/8 INCH DIAM. COPPER COATED
 JU2442'STEEL ROD DRIVEN 50 FEET, 62.3 FEET WEST OF THE WEST CURB OF S.
 JU2442'GREEN STREET, 12.0 FEET SOUTH OF THE SOUTH CURB OF WATER STREET,
 JU2442'42.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE 1 STORY WOOD
 JU2442'FRAME BOROUGH HALL BUILDING, AND 32.1 FEET SOUTHEAST OF A 24 INCH
 JU2442'DIAM. MAN HOLE ON WATER STREET, SET 2 INCHES BELOW GROUND.
 JU2442'THE MARK IS 0.5 FT ABOVE STREET.
 JU2442
 JU2442                          STATION RECOVERY (1995)
 JU2442
 JU2442'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU2442'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU2442'SEARCH BY A TWO MAN PARTY.  WATER STREET APPEARS TO HAVE BEEN WIDENED
 JU2442'SINCE THE LAST RECOVERY AND A POWER POLE NOW APPEARS TO BE IN THE SAME
 JU2442'LOCATION AS THE STATION.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2441 ***********************************************************************
 JU2441  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2441  DESIGNATION -  853 4080 B TIDAL
 JU2441  PID         -  JU2441
 JU2441  STATE/COUNTY-  NJ/OCEAN
 JU2441  USGS QUAD   -  TUCKERTON (1995)
 JU2441
 JU2441                         *CURRENT SURVEY CONTROL
 JU2441  ___________________________________________________________________
 JU2441* NAD 83(1986)-  39 36 09.     (N)    074 20 24.     (W)     SCALED    
 JU2441* NAVD 88     -         3.039  (meters)       9.97   (feet)  ADJUSTED  
 JU2441  ___________________________________________________________________
 JU2441  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU2441  DYNAMIC HT  -           3.038 (meters)       9.97  (feet)  COMP
 JU2441  MODELED GRAV-     980,153.3   (mgal)                       NAVD 88
 JU2441
 JU2441  VERT ORDER  -  FIRST     CLASS II
 JU2441
 JU2441.The horizontal coordinates were scaled from a topographic map and have
 JU2441.an estimated accuracy of +/- 6 seconds.
 JU2441
 JU2441.The orthometric height was determined by differential leveling
 JU2441.and adjusted by the National Geodetic Survey in June 1991..
 JU2441
 JU2441.This Tidal Bench Mark is designated as VM 2632
 JU2441.by the Center for Operational Oceanographic Products and Services.
 JU2441
 JU2441.The geoid height was determined by GEOID03.
 JU2441
 JU2441.The dynamic height is computed by dividing the NAVD 88
 JU2441.geopotential number by the normal gravity value computed on the
 JU2441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2441.degrees latitude (g = 980.6199 gals.).
 JU2441
 JU2441.The modeled gravity was interpolated from observed gravity values.
 JU2441
 JU2441;                    North         East    Units  Estimated Accuracy
 JU2441;SPC NJ       -    85,400.      163,740.      MT  (+/- 180 meters Scaled)
 JU2441
 JU2441                          SUPERSEDED SURVEY CONTROL
 JU2441
 JU2441  NGVD 29 (01/10/92)    3.427  (m)           11.24   (f) ADJUSTED    1 2
 JU2441
 JU2441.Superseded values are not recommended for survey control.
 JU2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2441.See file dsdata.txt to determine how the superseded data were derived.
 JU2441
 JU2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ566838(NAD 83)
 JU2441_MARKER: DB = BENCH MARK DISK
 JU2441_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2441_SP_SET: COPPER-CLAD STEEL ROD
 JU2441_STAMPING: 4080 B 1976
 JU2441_PROJECTION: RECESSED 5 CENTIMETERS
 JU2441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2441_ROD/PIPE-DEPTH: 8.84 meters
 JU2441
 JU2441  HISTORY     - Date     Condition        Report By
 JU2441  HISTORY     - 1976     MONUMENTED       NOS
 JU2441  HISTORY     - 1979     GOOD             NGS
 JU2441  HISTORY     - 19950201 MARK NOT FOUND   NJGS
 JU2441  HISTORY     - 19961215 MARK NOT FOUND   USPSQD
 JU2441
 JU2441                          STATION DESCRIPTION
 JU2441
 JU2441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2441'IN TUCKERTON.
 JU2441'AT TUCKERTON, APPROXIMATELY 0.05 MILE SOUTH ALONG S. GREEN STREET
 JU2441'(ALSO COUNTY HIGHWAY 539), FROM ITS INTERSECTION WITH U.S. HIGHWAY
 JU2441'9, TO HOUSE NUMBER 135  S. GREEN STREET, THE STANDARD NOS BENCH MARK
 JU2441'DISK IS SET ON TOP OF A 5/8 INCH DIAM. COPPER COATED STEEL ROD
 JU2441'DRIVEN 29 FEET TO REFUSAL, LOCATED APPROXIMATELY 450 FEET NORTHEAST
 JU2441'OF BENCH MARK 4080 A, 42.3 FEET NORTH OF THE NORTHWEST PORCH CORNER
 JU2441'OF THE 2 STORY HOUSE NUMBER 135, 16.5 FEET EAST OF THE EAST CURB
 JU2441'OF S. GREEN STREET, 12.1 FEET SOUTHEAST OF WOOD UTILITY POLE
 JU2441'NUMBER P 6121, AND 9.3 FEET SOUTHEAST OF THE NORTH END OF A 3 FEET
 JU2441'HIGH METAL FENCE, SET 2 INCHES BELOW GROUND.
 JU2441'THE MARK IS ABOVE LEVEL WITH STREET.
 JU2441
 JU2441                          STATION RECOVERY (1995)
 JU2441
 JU2441'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU2441'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU2441'SEARCH BY A TWO MAN PARTY.
 JU2441
 JU2441                          STATION RECOVERY (1996)
 JU2441
 JU2441'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2440 ***********************************************************************
 JU2440  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2440  DESIGNATION -  853 4080 C TIDAL
 JU2440  PID         -  JU2440
 JU2440  STATE/COUNTY-  NJ/OCEAN
 JU2440  USGS QUAD   -  TUCKERTON (1995)
 JU2440
 JU2440                         *CURRENT SURVEY CONTROL
 JU2440  ___________________________________________________________________
 JU2440* NAD 83(1986)-  39 36 09.     (N)    074 20 27.     (W)     SCALED    
 JU2440* NAVD 88     -         2.876  (meters)       9.44   (feet)  ADJUSTED  
 JU2440  ___________________________________________________________________
 JU2440  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU2440  DYNAMIC HT  -           2.875 (meters)       9.43  (feet)  COMP
 JU2440  MODELED GRAV-     980,153.4   (mgal)                       NAVD 88
 JU2440
 JU2440  VERT ORDER  -  FIRST     CLASS II
 JU2440
 JU2440.The horizontal coordinates were scaled from a topographic map and have
 JU2440.an estimated accuracy of +/- 6 seconds.
 JU2440
 JU2440.The orthometric height was determined by differential leveling
 JU2440.and adjusted by the National Geodetic Survey in June 1991..
 JU2440
 JU2440.This Tidal Bench Mark is designated as VM 2633
 JU2440.by the Center for Operational Oceanographic Products and Services.
 JU2440
 JU2440.The geoid height was determined by GEOID03.
 JU2440
 JU2440.The dynamic height is computed by dividing the NAVD 88
 JU2440.geopotential number by the normal gravity value computed on the
 JU2440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2440.degrees latitude (g = 980.6199 gals.).
 JU2440
 JU2440.The modeled gravity was interpolated from observed gravity values.
 JU2440
 JU2440;                    North         East    Units  Estimated Accuracy
 JU2440;SPC NJ       -    85,400.      163,670.      MT  (+/- 180 meters Scaled)
 JU2440
 JU2440                          SUPERSEDED SURVEY CONTROL
 JU2440
 JU2440  NGVD 29 (01/10/92)    3.264  (m)           10.71   (f) ADJUSTED    1 2
 JU2440
 JU2440.Superseded values are not recommended for survey control.
 JU2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2440.See file dsdata.txt to determine how the superseded data were derived.
 JU2440
 JU2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ565838(NAD 83)
 JU2440_MARKER: DJ = TIDAL STATION DISK
 JU2440_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2440_SP_SET: COPPER-CLAD STEEL ROD
 JU2440_STAMPING: 4080 C 1976
 JU2440_MARK LOGO: NOS   
 JU2440_PROJECTION: RECESSED 5 CENTIMETERS
 JU2440_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2440_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2440+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1998
 JU2440_ROD/PIPE-DEPTH: 6.10 meters
 JU2440
 JU2440  HISTORY     - Date     Condition        Report By
 JU2440  HISTORY     - 1976     MONUMENTED       NOS
 JU2440  HISTORY     - 1979     GOOD             NGS
 JU2440  HISTORY     - 19951129 GOOD             NJGS
 JU2440  HISTORY     - 19961215 MARK NOT FOUND   USPSQD
 JU2440  HISTORY     - 19980220 GOOD             NJGS
 JU2440
 JU2440                          STATION DESCRIPTION
 JU2440
 JU2440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2440'IN TUCKERTON.
 JU2440'AT TUCKERTON, APPROXIMATELY 0.05 MILE WEST ALONG U.S. HIGHWAY 9
 JU2440'(ALSO WEST MAIN ST.), FROM ITS INTERSECTION WITH COUNTY HIGHWAY 539
 JU2440'(S. GREEN STREET), TO A SERVICE STATION EAST OF LAKE POHATCONG,
 JU2440'THE STANDARD NOS BENCH MARK DISK IS SET ON TOP OF A 5/8 INCH DIAM.
 JU2440'COPPER COATED STEEL ROD DRIVEN 20 FEET TO REFUSAL, 96.7 FEET NORTH OF
 JU2440'THE NORTH CURB OF HIGHWAY NUMBER 9, 4.0 FEET SOUTH OF A 5 FEET
 JU2440'HIGH CHAIN LINK FENCE, 48.8 FEET NORTHEAST OF THE NORTHEAST CORNER
 JU2440'OF THE GASOLINE STATION, AND 16.8 FEET NORTHWEST OF WOOD UTILITY
 JU2440'POLE NUMBER 2208, SET 2 INCHES BELOW GROUND, AND APPROXIMATELY 275
 JU2440'FEET NORTHEAST OF BENCH MARK G 55.
 JU2440'THE MARK IS ABOVE LEVEL WITH GROUND.
 JU2440
 JU2440                          STATION RECOVERY (1995)
 JU2440
 JU2440'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU2440'RECOVERED AS DESCRIBED.
 JU2440
 JU2440                          STATION RECOVERY (1996)
 JU2440
 JU2440'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2440'MARK NOT FOUND.
 JU2440
 JU2440                          STATION RECOVERY (1998)
 JU2440
 JU2440'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU2440'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2439 ***********************************************************************
 JU2439  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2439  DESIGNATION -  853 4104 A TIDAL
 JU2439  PID         -  JU2439
 JU2439  STATE/COUNTY-  NJ/BURLINGTON
 JU2439  USGS QUAD   -  NEW GRETNA (1977)
 JU2439
 JU2439                         *CURRENT SURVEY CONTROL
 JU2439  ___________________________________________________________________
 JU2439* NAD 83(1986)-  39 35 26.     (N)    074 26 21.     (W)     SCALED    
 JU2439* NAVD 88     -         1.924  (meters)       6.31   (feet)  ADJUSTED  
 JU2439  ___________________________________________________________________
 JU2439  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JU2439  DYNAMIC HT  -           1.923 (meters)       6.31  (feet)  COMP
 JU2439  MODELED GRAV-     980,155.8   (mgal)                       NAVD 88
 JU2439
 JU2439  VERT ORDER  -  FIRST     CLASS II
 JU2439
 JU2439.The horizontal coordinates were scaled from a topographic map and have
 JU2439.an estimated accuracy of +/- 6 seconds.
 JU2439
 JU2439.The orthometric height was determined by differential leveling
 JU2439.and adjusted by the National Geodetic Survey in June 1991..
 JU2439
 JU2439.This Tidal Bench Mark is designated as VM 2641
 JU2439.by the Center for Operational Oceanographic Products and Services.
 JU2439
 JU2439.The geoid height was determined by GEOID03.
 JU2439
 JU2439.The dynamic height is computed by dividing the NAVD 88
 JU2439.geopotential number by the normal gravity value computed on the
 JU2439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2439.degrees latitude (g = 980.6199 gals.).
 JU2439
 JU2439.The modeled gravity was interpolated from observed gravity values.
 JU2439
 JU2439;                    North         East    Units  Estimated Accuracy
 JU2439;SPC NJ       -    84,060.      155,230.      MT  (+/- 180 meters Scaled)
 JU2439
 JU2439                          SUPERSEDED SURVEY CONTROL
 JU2439
 JU2439  NGVD 29 (01/10/92)    2.311  (m)            7.58   (f) ADJUSTED    1 2
 JU2439
 JU2439.Superseded values are not recommended for survey control.
 JU2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2439.See file dsdata.txt to determine how the superseded data were derived.
 JU2439
 JU2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ481824(NAD 83)
 JU2439_MARKER: DJ = TIDAL STATION DISK
 JU2439_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2439_SP_SET: COPPER-CLAD STEEL ROD
 JU2439_STAMPING: 4104 A 1977
 JU2439_PROJECTION: RECESSED 5 CENTIMETERS
 JU2439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2439_ROD/PIPE-DEPTH: 7.32 meters
 JU2439
 JU2439  HISTORY     - Date     Condition        Report By
 JU2439  HISTORY     - 1977     MONUMENTED       NOS
 JU2439  HISTORY     - 1979     GOOD             NGS
 JU2439  HISTORY     - 19950613 MARK NOT FOUND   NJGS
 JU2439
 JU2439                          STATION DESCRIPTION
 JU2439
 JU2439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2439'IN NEW GRETNA.
 JU2439'AT NEW GRETNA, ABOUT 0.5 MILE EASTERLY ALONG U.S. HIGHWAY ROUTE 9,
 JU2439'FROM ITS INTERSECTION WITH THE GARDEN STATE PARKWAY TO THE EAST
 JU2439'ENTRANCE TO THE CHARU MARINA, THEN ABOUT 0.3 MILE SOUTHERLY AND
 JU2439'SOUTHEASTERLY ALONG THE DRIVEWAY EAST OF THE MARINA BASIN, THE MARK
 JU2439'IS A STANDARD NOS BENCH MARK DISK IS SET ON TOP OF A 5/8 INCH DIAM.
 JU2439'COPPER-COATED STEEL ROD DRIVEN 24 FEET TO REFUSAL, 58.6 FEET
 JU2439'NORTHEAST OF THE MOST NORTHERLY PILE OF A LINE OF PILES ON THE WEST
 JU2439'SIDEOF A DRIVEWAY LEADING TO THE VIKING YACHT CO.,
 JU2439'9.8 FEET NORTH OF THE MOST WESTERLY PILE OF A GROUP OF PILES ON THE
 JU2439'EAST SIDE OF THE DRIVEWAY, 241.0 FEET NORTHEAST OF THE NORTHWEST
 JU2439'CORNER OF THE MAIN FACTORY 2-STORY CONCRETE AND CINDER BLOCK
 JU2439'BUILDING OF THE VIKING YACHT CO., AND SET ABOUT 2 INCHES BELOW GROUND.
 JU2439'THE MARK IS ABOVE LEVEL WITH ROAD.
 JU2439
 JU2439                          STATION RECOVERY (1995)
 JU2439
 JU2439'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU2439'THE STATION WAS NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2438 ***********************************************************************
 JU2438  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2438  DESIGNATION -  853 4104 B TIDAL
 JU2438  PID         -  JU2438
 JU2438  STATE/COUNTY-  NJ/BURLINGTON
 JU2438  USGS QUAD   -  NEW GRETNA (1977)
 JU2438
 JU2438                         *CURRENT SURVEY CONTROL
 JU2438  ___________________________________________________________________
 JU2438* NAD 83(1986)-  39 35 28.     (N)    074 26 21.     (W)     SCALED    
 JU2438* NAVD 88     -         3.479  (meters)      11.41   (feet)  ADJUSTED  
 JU2438  ___________________________________________________________________
 JU2438  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JU2438  DYNAMIC HT  -           3.477 (meters)      11.41  (feet)  COMP
 JU2438  MODELED GRAV-     980,155.8   (mgal)                       NAVD 88
 JU2438
 JU2438  VERT ORDER  -  FIRST     CLASS I
 JU2438
 JU2438.The horizontal coordinates were scaled from a topographic map and have
 JU2438.an estimated accuracy of +/- 6 seconds.
 JU2438
 JU2438.The orthometric height was determined by differential leveling
 JU2438.and adjusted by the National Geodetic Survey in April 1997..
 JU2438
 JU2438.This Tidal Bench Mark is designated as VM 2642
 JU2438.by the Center for Operational Oceanographic Products and Services.
 JU2438
 JU2438.The geoid height was determined by GEOID03.
 JU2438
 JU2438.The dynamic height is computed by dividing the NAVD 88
 JU2438.geopotential number by the normal gravity value computed on the
 JU2438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2438.degrees latitude (g = 980.6199 gals.).
 JU2438
 JU2438.The modeled gravity was interpolated from observed gravity values.
 JU2438
 JU2438;                    North         East    Units  Estimated Accuracy
 JU2438;SPC NJ       -    84,120.      155,230.      MT  (+/- 180 meters Scaled)
 JU2438
 JU2438                          SUPERSEDED SURVEY CONTROL
 JU2438
 JU2438  NAVD 88 (06/15/91)    3.477  (m)           11.41   (f) UNKNOWN     1 1
 JU2438  NGVD 29 (01/10/92)    3.864  (m)           12.68   (f) ADJUSTED    1 1
 JU2438
 JU2438.Superseded values are not recommended for survey control.
 JU2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2438.See file dsdata.txt to determine how the superseded data were derived.
 JU2438
 JU2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ481825(NAD 83)
 JU2438_MARKER: DJ = TIDAL STATION DISK
 JU2438_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU2438+WITH SETTING: PAVEMENT
 JU2438_SP_SET: WATER TANK FOOTING
 JU2438_STAMPING: 4104 B 1977
 JU2438_MARK LOGO: NOS   
 JU2438_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2438+STABILITY: SURFACE MOTION
 JU2438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2438+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1995
 JU2438
 JU2438  HISTORY     - Date     Condition        Report By
 JU2438  HISTORY     - 1977     MONUMENTED       NOS
 JU2438  HISTORY     - 1979     GOOD             NGS
 JU2438  HISTORY     - 19950316 GOOD             NJGS
 JU2438
 JU2438                          STATION DESCRIPTION
 JU2438
 JU2438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2438'IN NEW GRETNA.
 JU2438'AT NEW GRETNA, ABOUT 0.5 MILE EASTERLY ALONG U.S. HIGHWAY ROUTE 9,
 JU2438'FROM ITS INTERSECTION WITH THE GARDEN STATE PARKWAY TO THE EASTERLY
 JU2438'ENTRANCE TO THE CHARU MARINA, THEN ABOUT 0.3 MILE SOUTHERLY TO A
 JU2438'LARGE ELEVATED STEEL WATER STORAGE TANK OF THE VIKING YACHT CO.,
 JU2438'THE MARK IS A STANDARD NOS BENCH MARK DISK SET ON TOP OF THE NORTHWEST
 JU2438'CONCRETE FOOTING OF THE NORTHWEST LEG OF THE TOWER, 24.1 FEET
 JU2438'NORTHWEST OF THE CENTER OF THE TOWER, 32.9 FEET WEST OF THE NORTHEAST
 JU2438'LEG OF THE TOWER, 65.7 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A
 JU2438'WOOD AND STEEL GUARD RAIL, AND 73.9 FEET NORTH OF THE NORTH FACE
 JU2438'OF VIKING YACHT CO. FACTORY.
 JU2438'THE MARK IS ABOVE LEVEL WITH ROAD.
 JU2438
 JU2438                          STATION RECOVERY (1995)
 JU2438
 JU2438'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 JU2438'THE STATION IS LOCATED IN BASS RIVER TOWNSHIP ON THE GROUNDS OF THE
 JU2438'VIKING YACHT COMPANY, NEW GRETNA, NEW JERSEY 08224, PHONE (609) 296-
 JU2438'6000.  TO REACH THE STATION FROM THE U.S.  HIGHWAY 9 BRIDGE OVER BASS
 JU2438'RIVER, GO EAST ON U.S.  HIGHWAY 9 FOR 0.40 MI (0.64 KM) TO THE
 JU2438'ENTRANCE DRIVEWAY LEADING TO THE VIKING YACHT COMPANY ON THE RIGHT.
 JU2438'TURN RIGHT AND GO ABOUT 0.3 MI (0.5 KM) TO THE WATER TANK AND STATION
 JU2438'AHEAD, SET FLUSH IN THE NORTH CORNER OF THE NORTH CONCRETE FOOTING OF
 JU2438'THE WATER TANK.  THE WATER TANK IS ADJACENT TO THE SECURITY OFFICE.
 JU2438'THE STATION IS ABOUT 6 FT (1.8 M) NORTH FROM THE NORTH CORNER OF THE
 JU2438'SECURITY OFFICE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2437 ***********************************************************************
 JU2437  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2437  DESIGNATION -  853 4104 C TIDAL
 JU2437  PID         -  JU2437
 JU2437  STATE/COUNTY-  NJ/BURLINGTON
 JU2437  USGS QUAD   -  NEW GRETNA (1977)
 JU2437
 JU2437                         *CURRENT SURVEY CONTROL
 JU2437  ___________________________________________________________________
 JU2437* NAD 83(1996)-  39 35 32.08509(N)    074 26 14.54575(W)     ADJUSTED  
 JU2437* NAVD 88     -         1.574  (meters)       5.16   (feet)  ADJUSTED  
 JU2437  ___________________________________________________________________
 JU2437  X           -   1,320,439.658 (meters)                     COMP
 JU2437  Y           -  -4,741,221.482 (meters)                     COMP
 JU2437  Z           -   4,043,180.719 (meters)                     COMP
 JU2437  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 JU2437  ELLIP HEIGHT-         -31.83  (meters)          (10/23/02) GPS OBS
 JU2437  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JU2437  DYNAMIC HT  -           1.573 (meters)       5.16  (feet)  COMP
 JU2437  MODELED GRAV-     980,156.3   (mgal)                       NAVD 88
 JU2437
 JU2437  HORZ ORDER  -  FIRST
 JU2437  VERT ORDER  -  FIRST     CLASS I
 JU2437  ELLP ORDER  -  FOURTH    CLASS I
 JU2437
 JU2437.The horizontal coordinates were established by GPS observations
 JU2437.and adjusted by the National Geodetic Survey in May 1999..
 JU2437
 JU2437.The orthometric height was determined by differential leveling
 JU2437.and adjusted by the National Geodetic Survey in June 1991..
 JU2437
 JU2437.This Tidal Bench Mark is designated as VM 2643
 JU2437.by the Center for Operational Oceanographic Products and Services.
 JU2437
 JU2437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2437
 JU2437.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2437
 JU2437.The ellipsoidal height was determined by GPS observations
 JU2437.and is referenced to NAD 83.
 JU2437
 JU2437.The geoid height was determined by GEOID03.
 JU2437
 JU2437.The dynamic height is computed by dividing the NAVD 88
 JU2437.geopotential number by the normal gravity value computed on the
 JU2437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2437.degrees latitude (g = 980.6199 gals.).
 JU2437
 JU2437.The modeled gravity was interpolated from observed gravity values.
 JU2437
 JU2437;                    North         East     Units Scale Factor Converg.
 JU2437;SPC NJ       -    84,247.574   155,379.027   MT  0.99990036   +0 02 23.7
 JU2437;SPC NJ       -   276,402.25    509,772.69   sFT  0.99990036   +0 02 23.7
 JU2437;UTM  18      - 4,382,653.265   548,310.184   MT  0.99962873   +0 21 30.9
 JU2437
 JU2437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2437!SPC NJ       -   1.00000499  x   0.99990036  =   0.99990535
 JU2437!UTM  18      -   1.00000499  x   0.99962873  =   0.99963372
 JU2437
 JU2437:                Primary Azimuth Mark                     Grid Az
 JU2437:SPC NJ       -  BASS 1                                   340 31 15.8
 JU2437:UTM  18      -  BASS 1                                   340 12 08.6
 JU2437
 JU2437|---------------------------------------------------------------------|
 JU2437| PID    Reference Object                     Distance      Geod. Az  |
 JU2437|                                                           dddmmss.s |
 JU2437| JU4423 BASS 1                              APPROX. 0.6 KM 3403339.5 |
 JU2437|---------------------------------------------------------------------|
 JU2437
 JU2437                          SUPERSEDED SURVEY CONTROL
 JU2437
 JU2437  ELLIP H (05/14/99)  -31.86   (m)                       GP(       ) 4 1
 JU2437  NAD 83(1986)-  39 35 32.07938(N)    074 26 14.54279(W) AD(       ) 1
 JU2437  NAVD 88 (05/14/97)    1.57   (m)            5.2    (f) LEVELING    3  
 JU2437  NGVD 29 (01/10/92)    1.961  (m)            6.43   (f) ADJUSTED    1 1
 JU2437
 JU2437.Superseded values are not recommended for survey control.
 JU2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2437.See file dsdata.txt to determine how the superseded data were derived.
 JU2437
 JU2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4831082653(NAD 83)
 JU2437_MARKER: DJ = TIDAL STATION DISK
 JU2437_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2437_SP_SET: COPPER-CLAD STEEL ROD
 JU2437_STAMPING: 4104 C 1977
 JU2437_MARK LOGO: NOS   
 JU2437_PROJECTION: FLUSH
 JU2437_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2437+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1996
 JU2437_ROD/PIPE-DEPTH: 9.45 meters
 JU2437
 JU2437  HISTORY     - Date     Condition        Report By
 JU2437  HISTORY     - 1977     MONUMENTED       NOS
 JU2437  HISTORY     - 1979     GOOD             NGS
 JU2437  HISTORY     - 19950316 GOOD             NJGS
 JU2437  HISTORY     - 19960523 GOOD             NJGS
 JU2437
 JU2437                          STATION DESCRIPTION
 JU2437
 JU2437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2437'IN NEW GRETNA.
 JU2437'AT NEW GRETNA, ABOUT 0.36 MILE EASTERLY ALONG U.S. HIGHWAY ROUTE 9,
 JU2437'FROM ITS INTERSECTION WITH THE GARDEN STATE PARKWAY TO THE WEST
 JU2437'DRIVEWAY ENTRANCE TO CHARU MARINA, THEN ABOUT 0.1 MILE SOUTHERLY
 JU2437'AONG THE DRIVEWAY EAST OF THE BULKHEAD OF CHARU MARINA, TO THE
 JU2437'MARINA RESTAURANT, THE MARK IS A STANDARD NOS BENCH MARK DISK SET
 JU2437'ON TOP OF A 5/8 INCH DIAM. COPPER-COATED STEEL ROD DRIVEN 31 FEET
 JU2437'TO REFUSAL, APPROXIMATELY 0.12 MILE NORTHEAST OF BENCH MARK 4104 B,
 JU2437'SET WITHIN A CIRCULAR CURBING SURROUNDING THE RESTAURANT, 51.5 FEET
 JU2437'SOUTHWEST OF THE SOUTHWEST CORNER OF GIN LIZZY RESTAURANT, 18.0 FEET
 JU2437'NORTH OF THE SOUTH CURB, 85.9 FEET EAST OF THE BULKHEAD OF CHARU
 JU2437'MARINA, AND 27.5 FEET SOUTH OF THE ANGLE POINT OF THE CIRCULAR
 JU2437'CURBING.
 JU2437'THE MARK IS 1 FT ABOVE ROAD.
 JU2437
 JU2437                          STATION RECOVERY (1995)
 JU2437
 JU2437'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU2437'THE STATION IS LOCATED IN BASS RIVER TOWNSHIP ON THE GROUNDS OF THE
 JU2437'BASS RIVER YACHTING CENTER, NEW GRETNA, NEW JERSEY 08224, PHONE 609
 JU2437'296 2388.  TO REACH THE STATION FROM THE U.S.  HIGHWAY 9 BRIDGE OVER
 JU2437'BASS RIVER, GO EAST ON U.S.  HIGHWAY 9 FOR 0.30 MI (0.48 KM) TO THE
 JU2437'SOUTHERN DRIVEWAY LEADING TO THE MARINA ON THE RIGHT.  TURN RIGHT AND
 JU2437'GO SOUTH ON THE COMPLEX ROAD, PASSING A STONE TOWER ON THE RIGHT, FOR
 JU2437'0.15 MI (0.24 KM) TO THE STATION ON THE LEFT, SET ABOUT 0.15 FT (4.57
 JU2437'CM) BELOW THE GROUND IN A GRASS AREA ALONG A CIRCULAR END RADIUS
 JU2437'CURVE, EAST OF THE EAST BULKHEAD OF THE MARINA.  THE STATION IS 87.5
 JU2437'FT (26.7 M) EAST FROM A WOOD POST AND LIGHT AT SLIP NUMBER 30, 23.6 FT
 JU2437'(7.2 M) EAST FROM THE EAST CIRCULAR CURB, 18 FT (5.5 M) NORTH FROM THE
 JU2437'POINT OF TANGENCY OF THE NORTH CURBLINE, 27 FT (8.2 M) SOUTH FROM AN
 JU2437'ANGLE POINT IN THE CURB, 86 FT (26.2 M) SOUTH FROM THE SOUTHWEST
 JU2437'CORNER OF A ONE STORY BRICK AND FRAME BUILDING AND 83 FT (25.3 M)
 JU2437'SOUTH SOUTHEAST FROM A WOOD LIGHT POLE WITH NO NUMBER.
 JU2437
 JU2437                          STATION RECOVERY (1996)
 JU2437
 JU2437'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 JU2437'THE STATION IS LOCATED IN BASS RIVER TOWNSHIP, ON THE GROUNDS OF THE
 JU2437'BASS RIVER YACHTING CENTER, NEW GRETNA, NEW JERSEY, 08224, PHONE (609)
 JU2437'296-2388.  TO REACH THE STATION FROM THE U.S.  HIGHWAY 9 BRIDGE
 JU2437'SPANNING THE BASS RIVER, PROCEED 0.3 MI (0.5 KM) EAST ON U.S. HIGHWAY
 JU2437'9 TO THE SOUTHERLY DRIVE LEADING TO THE MARINA ON THE RIGHT, TURN
 JU2437'RIGHT AND GO 0.15 MI (0.24 KM) SOUTH ON THE COMPLEX ROAD, PASSING A
 JU2437'STONE TOWER ON THE RIGHT TO THE STATION ON THE LEFT.  THE STATION IS
 JU2437'IN A GRASS AREA IN A CIRCULAR RADIUS AREA EAST OF THE EAST BULKHEAD OF
 JU2437'THE MARINA, 87.5 FT (26.7 M) EAST OF A WOODEN LIGHT POST AT BOAT SLIP
 JU2437'NUMBER 30, 23.6 FT (7.2 M) EAST OF THE EAST CURBLINE, 18 FT (5.5 M)
 JU2437'NORTH OF THE POINT OF TANGENCY OF THE NORTH CURBLINE, 27 FT (8.2 M)
 JU2437'SOUTH OF THE ANGLE POINT IN THE CURBLINE, 86 FT (26.2 M) SOUTH OF THE
 JU2437'SOUTHWEST CORNER OF A ONE STORY BRICK AND FRAME BUILDING.  THE STATION
 JU2437'IS 0.2 FT (6.1 CM) BELOW THE GROUND IN A PVC PIPE SURROUNDED BY A
 JU2437'CONCRETE COLLAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2436 ***********************************************************************
 JU2436  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2436  DESIGNATION -  853 4104 D TIDAL
 JU2436  PID         -  JU2436
 JU2436  STATE/COUNTY-  NJ/BURLINGTON
 JU2436  USGS QUAD   -  NEW GRETNA (1977)
 JU2436
 JU2436                         *CURRENT SURVEY CONTROL
 JU2436  ___________________________________________________________________
 JU2436* NAD 83(1986)-  39 35 35.     (N)    074 26 23.     (W)     SCALED    
 JU2436* NAVD 88     -         1.747  (meters)       5.73   (feet)  ADJUSTED  
 JU2436  ___________________________________________________________________
 JU2436  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JU2436  DYNAMIC HT  -           1.746 (meters)       5.73  (feet)  COMP
 JU2436  MODELED GRAV-     980,156.4   (mgal)                       NAVD 88
 JU2436
 JU2436  VERT ORDER  -  FIRST     CLASS I
 JU2436
 JU2436.The horizontal coordinates were scaled from a topographic map and have
 JU2436.an estimated accuracy of +/- 6 seconds.
 JU2436
 JU2436.The orthometric height was determined by differential leveling
 JU2436.and adjusted by the National Geodetic Survey in June 1991..
 JU2436
 JU2436.This Tidal Bench Mark is designated as VM 2644
 JU2436.by the Center for Operational Oceanographic Products and Services.
 JU2436
 JU2436.The geoid height was determined by GEOID03.
 JU2436
 JU2436.The dynamic height is computed by dividing the NAVD 88
 JU2436.geopotential number by the normal gravity value computed on the
 JU2436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2436.degrees latitude (g = 980.6199 gals.).
 JU2436
 JU2436.The modeled gravity was interpolated from observed gravity values.
 JU2436
 JU2436;                    North         East    Units  Estimated Accuracy
 JU2436;SPC NJ       -    84,340.      155,180.      MT  (+/- 180 meters Scaled)
 JU2436
 JU2436                          SUPERSEDED SURVEY CONTROL
 JU2436
 JU2436  NGVD 29 (01/10/92)    2.135  (m)            7.00   (f) ADJUSTED    1 1
 JU2436
 JU2436.Superseded values are not recommended for survey control.
 JU2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2436.See file dsdata.txt to determine how the superseded data were derived.
 JU2436
 JU2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ481827(NAD 83)
 JU2436_MARKER: DJ = TIDAL STATION DISK
 JU2436_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2436_SP_SET: COPPER-CLAD STEEL ROD
 JU2436_STAMPING: 4104 D 1977
 JU2436_MARK LOGO: NOS   
 JU2436_PROJECTION: RECESSED 5 CENTIMETERS
 JU2436_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2436+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1995
 JU2436_ROD/PIPE-DEPTH: 15.2 meters
 JU2436
 JU2436  HISTORY     - Date     Condition        Report By
 JU2436  HISTORY     - 1977     MONUMENTED       NOS
 JU2436  HISTORY     - 1979     GOOD             NGS
 JU2436  HISTORY     - 19950316 GOOD             NJGS
 JU2436
 JU2436                          STATION DESCRIPTION
 JU2436
 JU2436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2436'IN NEW GRETNA.
 JU2436'AT NEW GRETNA, ABOUT 0.3 MILE EASTERLY ALONG U.S. ROUTE 9, FROM
 JU2436'ITS INTERSECTION WITH THE GARDEN STATE PARKWAY TO THE WEST DRIVEWAY
 JU2436'ENTRANCE TO THE CHARU MARINA, THEN ABOUT 100 FEET SOUTH ALONG THE
 JU2436'DRIVEWAY, THE MARK IS A STANDARD NOS BENCH MARK DISK, SET ON TOP OF
 JU2436'A 5/8 INCH DIAM. COPPER COATED STEEL ROD DRIVEN 50 FEET, ABOUT
 JU2436'0.12 MILE NORTHWEST OF BENCH MARK 4104 C, 96.1 FEET SOUTH OF THE
 JU2436'SOUTH CURB OF U.S. HIGHWAY ROUTE 9, 9.8 FEET WEST OF THE WEST CURB
 JU2436'OF THE DRIVEWAY TO THE MARINA, 30.2 FEET NORTHEAST OF THE SOUTHEAST
 JU2436'CORNER OF A ONE-FOOT HIGH CINDER BLOCK WALL, 73.5 FEET SOUTHEAST
 JU2436'OF A STEEL LIGHT POLE WITHIN THE WALL, AND SET 2 INCHES BELOW GROUND.
 JU2436'THE MARK IS 1 FT ABOVE ROAD.
 JU2436
 JU2436                          STATION RECOVERY (1995)
 JU2436
 JU2436'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 JU2436'THE STATION IS LOCATED IN BASS RIVER TOWNSHIP ON THE GROUNDS OF THE
 JU2436'BASS RIVER YACHTING CENTER.  OWNERSHIP- MR.  CONRAD HALL, OWNER AND
 JU2436'MANAGER, PHONE (609) 296-2388.  TO REACH THE STATION FROM THE U.S.
 JU2436'HIGHWAY 9 BRIDGE OVER BASS RIVER, GO EAST ON U.S.  HIGHWAY 9 FOR 0.25
 JU2436'MI (0.40 KM) TO THE NORTHERN DRIVEWAY LEADING TO THE MARINA ON THE
 JU2436'RIGHT.  TURN RIGHT AND GO ABOUT 100 FT (30.5 M) TO THE STATION ON THE
 JU2436'RIGHT, SET ABOUT 2 INCHES BELOW THE GROUND IN A PLASTIC PIPE, SET
 JU2436'FLUSH WITH THE GROUND.  THE STATION IS 73.7 FT (22.5 M) SOUTHWEST FROM
 JU2436'A LIGHT POLE AT THE ENTRANCE OF A SPLIT PAVED DRIVEWAY AT U.S. HIGHWAY
 JU2436'9, 48.0 FT (14.6 M) SOUTH SOUTHWEST FROM THE SOUTH FACE OF A 4 FT (1.2
 JU2436'M) HIGH STONE WALL AT THE SOUTHWEST SIDE OF THE NORTHERN ENTRANCE
 JU2436'DRIVE, 9.8 FT (3.0 M) WEST NORTHWEST FROM THE WEST CURB AT THE
 JU2436'ENTRANCE DRIVE TO THE MARINA AND 98.5 FT (30.0 M) SOUTHWEST FROM AN
 JU2436'INLET GRATE SET FLUSH WITH THE PAVING ALONG U.S.  HIGHWAY 9 AT THE
 JU2436'MARINA ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2432 ***********************************************************************
 JU2432  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2432  DESIGNATION -  853 4212 E TIDAL
 JU2432  PID         -  JU2432
 JU2432  STATE/COUNTY-  NJ/ATLANTIC
 JU2432  USGS QUAD   -  NEW GRETNA (1977)
 JU2432
 JU2432                         *CURRENT SURVEY CONTROL
 JU2432  ___________________________________________________________________
 JU2432* NAD 83(1986)-  39 32 44.     (N)    074 27 40.     (W)     SCALED    
 JU2432* NAVD 88     -         1.816  (meters)       5.96   (feet)  ADJUSTED  
 JU2432  ___________________________________________________________________
 JU2432  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JU2432  DYNAMIC HT  -           1.815 (meters)       5.95  (feet)  COMP
 JU2432  MODELED GRAV-     980,145.2   (mgal)                       NAVD 88
 JU2432
 JU2432  VERT ORDER  -  FIRST     CLASS II
 JU2432
 JU2432.The horizontal coordinates were scaled from a topographic map and have
 JU2432.an estimated accuracy of +/- 6 seconds.
 JU2432
 JU2432.The orthometric height was determined by differential leveling
 JU2432.and adjusted by the National Geodetic Survey in June 1991..
 JU2432
 JU2432.This Tidal Bench Mark is designated as VM 2657
 JU2432.by the Center for Operational Oceanographic Products and Services.
 JU2432
 JU2432.The geoid height was determined by GEOID03.
 JU2432
 JU2432.The dynamic height is computed by dividing the NAVD 88
 JU2432.geopotential number by the normal gravity value computed on the
 JU2432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2432.degrees latitude (g = 980.6199 gals.).
 JU2432
 JU2432.The modeled gravity was interpolated from observed gravity values.
 JU2432
 JU2432;                    North         East    Units  Estimated Accuracy
 JU2432;SPC NJ       -    79,060.      153,340.      MT  (+/- 180 meters Scaled)
 JU2432
 JU2432                          SUPERSEDED SURVEY CONTROL
 JU2432
 JU2432  NGVD 29 (01/10/92)    2.204  (m)            7.23   (f) ADJUSTED    1 2
 JU2432
 JU2432.Superseded values are not recommended for survey control.
 JU2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2432.See file dsdata.txt to determine how the superseded data were derived.
 JU2432
 JU2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ463774(NAD 83)
 JU2432_MARKER: DJ = TIDAL STATION DISK
 JU2432_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2432_SP_SET: COPPER-CLAD STEEL ROD
 JU2432_STAMPING: 4212 E 1977
 JU2432_MARK LOGO: NOS   
 JU2432_PROJECTION: RECESSED 2 CENTIMETERS
 JU2432_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2432+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 JU2432_ROD/PIPE-DEPTH: 15.2 meters
 JU2432
 JU2432  HISTORY     - Date     Condition        Report By
 JU2432  HISTORY     - 1977     MONUMENTED       NOS
 JU2432  HISTORY     - 1979     GOOD             NGS
 JU2432  HISTORY     - 19950316 GOOD             NJGS
 JU2432  HISTORY     - 20040330 GOOD             INDIV
 JU2432
 JU2432                          STATION DESCRIPTION
 JU2432
 JU2432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2432'IN PORT REPUBLIC.
 JU2432'APPROXIMATELY 0.15 MILE NORTHEAST ALONG STATE HIGHWAY ROUTE 9 FROM
 JU2432'ITS INTERSECTION WITH COUNTY ROUTE 575 AT PORT REPUBLIC, THEN
 JU2432'NORTHEAST ALONG OLD NEW YORK ROAD 0.15 MILE TO THE NORTH END OF A
 JU2432'SMALL TRIANGULAR PARK, THE MARK IS A STANDARD NOS BENCH MARK DISK
 JU2432'SET ON TOP OF A 5/8 INVH DIAM. COPPER COATED STEEL ROD DRIVEN 50
 JU2432'FEET, APPROXIMATELY 0.1 MILE SOUTH OF BENCH MARK 4212 S, 31 FEET
 JU2432'EAST OF THE CENTERLINE OF OLD NEW YORK ROAD, 4.5 FEET EAST OF A
 JU2432'TRAFFIC REFLECTOR POST, 116.7 FEET SOUTHWEST OF WOOD UTILITY POLE
 JU2432'NUMBER 8-9, 49.3 FEET WEST OF A WOODEN FENCE CORNER, 303.4 FEET
 JU2432'NORTHWEST OF BENCH MARK 4212 F, SET 2 INCHES BELOW GROUND.
 JU2432'THE MARK IS 1 FT  S FROM A WITNESS POST.
 JU2432'THE MARK IS ABOVE LEVEL WITH ROAD.
 JU2432
 JU2432                          STATION RECOVERY (1995)
 JU2432
 JU2432'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU2432'THE STATION IS LOCATED IN BASS RIVER TOWNSHIP ON THE WEST SIDE OF
 JU2432'COUNTY ROAD 575, ABOUT 0.25 MI (0.40 KM) WEST OF THE JUNCTION WITH
 JU2432'U.S.  HIGHWAY 9, AT THE NORTH END OF A PARK AND ABOUT 300 FT (91.4 M)
 JU2432'NORTH OF A VERY LARGE STATUE FOR A REVOLUTIONARY WAR MONUMENT.  TO
 JU2432'REACH THE STATION FROM THE JUNCTION OF THE BRIDGE OVER THE GARDEN
 JU2432'STATE PARKWAY AND THE ROAD LEADING TO U.S.  HIGHWAY 9 AT INTERCHANGE
 JU2432'48, GO 0.3 MI (0.5 KM) EAST TO THE JUNCTION WITH OLD NEW YORK ROAD.
 JU2432'TURN LEFT AND GO 0.10 MI (0.16 KM) NORTHEAST TO THE WYE JUNCTION WITH
 JU2432'RIVER ROAD LEADING EAST AND THE STATION ON THE RIGHT.  THE STATION IS
 JU2432'36.5 FT (11.1 M) SOUTHWEST FROM A STOP SIGN ON THE EAST SIDE OF RIVER
 JU2432'ROAD, 4.5 FT (1.4 M) EAST FROM A TRAFFIC REFLECTOR WITH POST, 60 FT
 JU2432'(18.3 M) NORTHWEST FROM POLE NUMBER P 14606 65 AMP, 59.5 FT (18.1 M)
 JU2432'EAST AND ACROSS THE ROAD FROM POLE NUMBER BT 496, 70 FT (21.3 M)
 JU2432'NORTHEAST FROM MILE POST 0.1, 30 FT (9.1 M) EAST FROM THE CENTERLINE
 JU2432'OF OLD NEW YORK ROAD AND IN RANGE WITH THE SOUTH WALL OF A 2 STORY
 JU2432'FRAME HOUSE NUMBER 747 ON THE WEST SIDE OF OLD NEW YORK ROAD.
 JU2432
 JU2432                          STATION RECOVERY (2004)
 JU2432
 JU2432'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HBH)
 JU2432'STATION IS LOCATED IN PORT REPUBLIC, ATLANTIC COUNTY NOT BASS RIVER
 JU2432'TOWNSHIP (BURLINGTON COUNTY) AS LISTED IN 1995 TO REACH. 1979 TO REACH
 JU2432'WAS CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2431 ***********************************************************************
 JU2431  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2431  DESIGNATION -  853 4212 F TIDAL
 JU2431  PID         -  JU2431
 JU2431  STATE/COUNTY-  NJ/ATLANTIC
 JU2431  USGS QUAD   -  NEW GRETNA (1977)
 JU2431
 JU2431                         *CURRENT SURVEY CONTROL
 JU2431  ___________________________________________________________________
 JU2431* NAD 83(1986)-  39 32 43.     (N)    074 27 40.     (W)     SCALED    
 JU2431* NAVD 88     -         1.820  (meters)       5.97   (feet)  ADJUSTED  
 JU2431  ___________________________________________________________________
 JU2431  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JU2431  DYNAMIC HT  -           1.819 (meters)       5.97  (feet)  COMP
 JU2431  MODELED GRAV-     980,145.1   (mgal)                       NAVD 88
 JU2431
 JU2431  VERT ORDER  -  FIRST     CLASS II
 JU2431
 JU2431.The horizontal coordinates were scaled from a topographic map and have
 JU2431.an estimated accuracy of +/- 6 seconds.
 JU2431
 JU2431.The orthometric height was determined by differential leveling
 JU2431.and adjusted by the National Geodetic Survey in June 1991..
 JU2431
 JU2431.This Tidal Bench Mark is designated as VM 2658
 JU2431.by the Center for Operational Oceanographic Products and Services.
 JU2431
 JU2431.The geoid height was determined by GEOID03.
 JU2431
 JU2431.The dynamic height is computed by dividing the NAVD 88
 JU2431.geopotential number by the normal gravity value computed on the
 JU2431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2431.degrees latitude (g = 980.6199 gals.).
 JU2431
 JU2431.The modeled gravity was interpolated from observed gravity values.
 JU2431
 JU2431;                    North         East    Units  Estimated Accuracy
 JU2431;SPC NJ       -    79,030.      153,340.      MT  (+/- 180 meters Scaled)
 JU2431
 JU2431                          SUPERSEDED SURVEY CONTROL
 JU2431
 JU2431  NGVD 29 (01/10/92)    2.208  (m)            7.24   (f) ADJUSTED    1 2
 JU2431
 JU2431.Superseded values are not recommended for survey control.
 JU2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2431.See file dsdata.txt to determine how the superseded data were derived.
 JU2431
 JU2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ463774(NAD 83)
 JU2431_MARKER: DJ = TIDAL STATION DISK
 JU2431_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2431_SP_SET: COPPER-CLAD STEEL ROD
 JU2431_STAMPING: 4212 F 1977
 JU2431_MARK LOGO: NOS   
 JU2431_PROJECTION: RECESSED 2 CENTIMETERS
 JU2431_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2431+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 JU2431_ROD/PIPE-DEPTH: 15.2 meters
 JU2431
 JU2431  HISTORY     - Date     Condition        Report By
 JU2431  HISTORY     - 1977     MONUMENTED       NOS
 JU2431  HISTORY     - 1979     GOOD             NGS
 JU2431  HISTORY     - 19950316 GOOD             NJGS
 JU2431  HISTORY     - 20020717 GOOD             NJDEP
 JU2431  HISTORY     - 20040330 GOOD             INDIV
 JU2431
 JU2431                          STATION DESCRIPTION
 JU2431
 JU2431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2431'IN PORT REPUBLIC.
 JU2431'APPROXIMATELY 0.15 MILE NORTHEAST ALONG STATE HIGHWAY ROUTE 9 FROM
 JU2431'ITS INTERSECTION WITH COUNTY ROUTE 575 AT PORT REPUBLIC, TO A CIVIL
 JU2431'WAR MONUMENT AT A TRIANGULAR PARK, THE MRK IS A STANDARD NOS BENCH
 JU2431'MARK SET ON TOP OF A 5/8 INCH DIAM COPPER COATED STEEL ROD DRIVEN
 JU2431'50 FEET, 200.5 FEET NORTHEAST OF BENCH MARK F 8, 14.4 FEET WEST OF
 JU2431'THE CENTERLINE OF THE BITUMINOUS PAVED ROAD BORDERING THE EAST SIDE
 JU2431'OF THE PARK, 100.9 FEET SOUTHWEST OF WOOD UTILITY POLE NUMBER 14605,
 JU2431'79.3 FEET NORTHWEST OF POLE  NUMBER 14604, AND SET ABOUT 2 INCHES
 JU2431'BELOW GROUND.
 JU2431'THE MARK IS 1 FT  W FROM A WITNESS POST.
 JU2431'THE MARK IS ABOVE LEVEL WITH ROAD.
 JU2431
 JU2431                          STATION RECOVERY (1995)
 JU2431
 JU2431'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU2431'THE STATION IS LOCATED IN BASS RIVER TOWNSHIP ON THE WEST SIDE OF
 JU2431'COUNTY ROAD 575, ABOUT 0.2 MI (0.3 KM) WEST OF THE JUNCTION WITH U.S.
 JU2431'HIGHWAY 9, IN A PARK ABOUT 200 FT (61.0 M) NORTH OF A VERY LARGE
 JU2431'STATUE FOR A REVOLUTIONARY WAR MONUMENT.  TO REACH THE STATION FROM
 JU2431'THE JUNCTION OF THE BRIDGE OVER THE GARDEN STATE PARKWAY AND THE ROAD
 JU2431'LEADING TO U.S.  HIGHWAY 9 AT INTERCHANGE 48, GO 0.3 MI (0.5 KM) EAST
 JU2431'TO THE JUNCTION WITH OLD NEW YORK ROAD.  TURN LEFT AND GO 0.05 MI
 JU2431'(0.08 KM) NORTHEAST TO THE WAR MONUMENT ON THE RIGHT AND THE STATION
 JU2431'ABOUT 200 FT (61.0 M) NORTH OF THE MONUMENT ON THE RIGHT. THE STATION
 JU2431'IS 99 FT (30.2 M) SOUTHWEST FROM POLE NUMBER 14605 ON THE EAST SIDE OF
 JU2431'AN ASPHALT PAVED ROAD, 79 FT (24.1 M) NORTHWEST FROM POLE NUMBER
 JU2431'14604, 166 FT (50.6 M) NORTH FROM POLE NUMBER 49302, 14 FT (4.3 M)
 JU2431'WEST FROM THE CENTER OF A ASPHALT PAVED ROAD AND 1 FT (0.3 M) EAST OF
 JU2431'A METAL POST FOR A WITNESS SIGN.
 JU2431
 JU2431                          STATION RECOVERY (2002)
 JU2431
 JU2431'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2002 (MAP)
 JU2431'RECOVERED IN GOOD CONDITION.
 JU2431
 JU2431                          STATION RECOVERY (2004)
 JU2431
 JU2431'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HBH)
 JU2431'STATION IS LOCATED IN PORT REPUBLIC, ATLANTIC COUNTY NOT BASS RIVER
 JU2431'TOWNSHIP (BURLINGTON COUNTY) AS LISTED IN 1995 TO REACH. 1979 TO REACH
 JU2431'WAS CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2433 ***********************************************************************
 JU2433  DESIGNATION -  853 4212 TIDAL 2 C
 JU2433  PID         -  JU2433
 JU2433  STATE/COUNTY-  NJ/ATLANTIC
 JU2433  USGS QUAD   -  NEW GRETNA (1977)
 JU2433
 JU2433                         *CURRENT SURVEY CONTROL
 JU2433  ___________________________________________________________________
 JU2433* NAD 83(1986)-  39 32 50.     (N)    074 27 42.     (W)     SCALED    
 JU2433* NAVD 88     -         2.267  (meters)       7.44   (feet)  ADJUSTED  
 JU2433  ___________________________________________________________________
 JU2433  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JU2433  DYNAMIC HT  -           2.266 (meters)       7.43  (feet)  COMP
 JU2433  MODELED GRAV-     980,145.5   (mgal)                       NAVD 88
 JU2433
 JU2433  VERT ORDER  -  FIRST     CLASS II
 JU2433
 JU2433.The horizontal coordinates were scaled from a topographic map and have
 JU2433.an estimated accuracy of +/- 6 seconds.
 JU2433
 JU2433.The orthometric height was determined by differential leveling
 JU2433.and adjusted by the National Geodetic Survey in June 1991..
 JU2433
 JU2433.The geoid height was determined by GEOID03.
 JU2433
 JU2433.The dynamic height is computed by dividing the NAVD 88
 JU2433.geopotential number by the normal gravity value computed on the
 JU2433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2433.degrees latitude (g = 980.6199 gals.).
 JU2433
 JU2433.The modeled gravity was interpolated from observed gravity values.
 JU2433
 JU2433;                    North         East    Units  Estimated Accuracy
 JU2433;SPC NJ       -    79,250.      153,300.      MT  (+/- 180 meters Scaled)
 JU2433
 JU2433                          SUPERSEDED SURVEY CONTROL
 JU2433
 JU2433  NGVD 29 (01/10/92)    2.654  (m)            8.71   (f) ADJUSTED    1 2
 JU2433
 JU2433.Superseded values are not recommended for survey control.
 JU2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2433.See file dsdata.txt to determine how the superseded data were derived.
 JU2433
 JU2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ462776(NAD 83)
 JU2433_MARKER: DB = BENCH MARK DISK
 JU2433_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU2433_SP_SET: SIDEWALK
 JU2433_STAMPING: BM 2-C 1971
 JU2433_MARK LOGO: CGS   
 JU2433_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2433+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1995
 JU2433
 JU2433  HISTORY     - Date     Condition        Report By
 JU2433  HISTORY     - 1971     MONUMENTED       NGS
 JU2433  HISTORY     - 1979     GOOD             NGS
 JU2433  HISTORY     - 19950316 GOOD             NJGS
 JU2433
 JU2433                          STATION DESCRIPTION
 JU2433
 JU2433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2433'IN PORT REPUBLIC.
 JU2433'BENCH MARK 2-C 1971 IS A STANDARD DISK, STAMPED 2-C 1971, SET IN THE
 JU2433'CONCRETE PORCH OF THE DOOR NEXT TO THE GARAGE AT CRAMERS HOUSE ON
 JU2433'THE CRAMERS CHESTNUT NECK BOATYARD. THE HOUSE IS DIRECTLY ASSROSS
 JU2433'THE PAVED ROAD FROM THE DIRT PARKING LOT OF CRAMERS BOATYARD.
 JU2433'ELEVATION-9.78 FEET ABOVE MEAN LOW WATER.
 JU2433'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2433
 JU2433                          STATION RECOVERY (1995)
 JU2433
 JU2433'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU2433'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS SET
 JU2433'FLUSH IN THE CONCRETE SIDEWALK NEXT TO THE GARAGE OF A ONE AND ONE
 JU2433'HALF STORY FRAME DWELLING BELONGING TO MR.  ELLISON.  CRAMERS BOATYARD
 JU2433'IS NOW KNOWN AS THE CHESTNUT NECK BOATYARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2430 ***********************************************************************
 JU2430  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2430  DESIGNATION -  853 4256 A TIDAL
 JU2430  PID         -  JU2430
 JU2430  STATE/COUNTY-  NJ/ATLANTIC
 JU2430  USGS QUAD   -  NEW GRETNA (1977)
 JU2430
 JU2430                         *CURRENT SURVEY CONTROL
 JU2430  ___________________________________________________________________
 JU2430* NAD 83(1986)-  39 32 06.     (N)    074 27 48.     (W)     SCALED    
 JU2430* NAVD 88     -         0.884  (meters)       2.90   (feet)  ADJUSTED  
 JU2430  ___________________________________________________________________
 JU2430  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JU2430  DYNAMIC HT  -           0.883 (meters)       2.90  (feet)  COMP
 JU2430  MODELED GRAV-     980,142.9   (mgal)                       NAVD 88
 JU2430
 JU2430  VERT ORDER  -  FIRST     CLASS II
 JU2430
 JU2430.The horizontal coordinates were scaled from a topographic map and have
 JU2430.an estimated accuracy of +/- 6 seconds.
 JU2430
 JU2430.The orthometric height was determined by differential leveling
 JU2430.and adjusted by the National Geodetic Survey in June 1991..
 JU2430
 JU2430.This Tidal Bench Mark is designated as VM 2665
 JU2430.by the Center for Operational Oceanographic Products and Services.
 JU2430
 JU2430.The geoid height was determined by GEOID03.
 JU2430
 JU2430.The dynamic height is computed by dividing the NAVD 88
 JU2430.geopotential number by the normal gravity value computed on the
 JU2430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2430.degrees latitude (g = 980.6199 gals.).
 JU2430
 JU2430.The modeled gravity was interpolated from observed gravity values.
 JU2430
 JU2430;                    North         East    Units  Estimated Accuracy
 JU2430;SPC NJ       -    77,890.      153,150.      MT  (+/- 180 meters Scaled)
 JU2430
 JU2430                          SUPERSEDED SURVEY CONTROL
 JU2430
 JU2430  NGVD 29 (01/10/92)    1.270  (m)            4.17   (f) ADJUSTED    1 2
 JU2430
 JU2430.Superseded values are not recommended for survey control.
 JU2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2430.See file dsdata.txt to determine how the superseded data were derived.
 JU2430
 JU2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ461762(NAD 83)
 JU2430_MARKER: DJ = TIDAL STATION DISK
 JU2430_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2430_SP_SET: GALVANIZED STEEL ROD
 JU2430_STAMPING: 4256 A 1977
 JU2430_MARK LOGO: NOS   
 JU2430_PROJECTION: FLUSH
 JU2430_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2430+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1995
 JU2430_ROD/PIPE-DEPTH: 15.2 meters
 JU2430
 JU2430  HISTORY     - Date     Condition        Report By
 JU2430  HISTORY     - 1977     MONUMENTED       NOS
 JU2430  HISTORY     - 1979     GOOD             NGS
 JU2430  HISTORY     - 19950316 GOOD             NJGS
 JU2430
 JU2430                          STATION DESCRIPTION
 JU2430
 JU2430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2430'4.70 MI NORTH FROM OCEANVILLE.
 JU2430'APPROXIMATELY 4.70 MILES NORTH ON U.S. HIGHWAY 9 FROM POST OFFICE
 JU2430'AT OCEANVILLE, THE FIRST STREET NORTH AFTER BRIDGE OVER NACOTE
 JU2430'CREEK, ROUTE 9 WILSON AVENUE, ON PROPERTY OF NACOTE CREEK BOATYARD,
 JU2430'90 FEET SOUTHWEST FROM SLIP AND RAMP INTERSECTION ON WEST SIDE OF
 JU2430'SLIP, 78.8 FEET SOUTHEAST FROM 2 STORY BUILDING SOUTHEAST CORNER,
 JU2430'60 FEET NORTHWEST FROM WOOD UTILITY POLE NUMBER 41118, AND 265 FEET
 JU2430'SOUTH FROM CENTERLINE OF ROAD. MARK IS STANDARD NOS DISK ON TOP
 JU2430'OF 5/8 INCH DIAM. GALVANIZED ROD DRIVEN TO 50 FEET DEPTH. MARK IS
 JU2430'2 INCHES BELOW GROUND LEVEL.
 JU2430
 JU2430                          STATION RECOVERY (1995)
 JU2430
 JU2430'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU2430'THE STATION IS LOCATED IN GALLOWAY TOWNSHIP ON THE GROUNDS OF THE
 JU2430'RICHARD STOCKTON STATE COLLEGE COASTAL RESEARCH CENTER.  TO REACH THE
 JU2430'STATION FROM THE U.S.  HIGHWAY 9 BRIDGE OVER NACOTE CREEK, GO NORTH ON
 JU2430'U.S.  HIGHWAY 9 FOR 0.1 MI (0.2 KM) TO THE TEE JUNCTION WITH WILSON
 JU2430'AVENUE ON THE RIGHT.  TURN RIGHT AND GO EAST ON WILSON AVENUE FOR 0.15
 JU2430'MI (0.24 KM) TO THE ENTRANCE DRIVE, A SAND ROAD, LEADING INTO THE
 JU2430'RESEARCH CENTER.  TURN RIGHT AND GO SOUTH, THEN WEST ALONG A WOOD PILE
 JU2430'BULKHEAD FOR A BOAT SLIP TO THE STATION AHEAD, SET ABOUT 2 INCHES
 JU2430'BELOW THE GROUND IN A PLASTIC PIPE SET FLUSH WITH THE GROUND. THE
 JU2430'STATION IS 60 FT (18.3 M) NORTHWEST FROM WOOD UTILITY NUMBER 41118,
 JU2430'75.5 FT (23.0 M) SOUTHWEST FROM THE NORTH CORNER OF THE BULKHEAD AT
 JU2430'THE INTERSECTION OF A RAMP ON THE WEST SIDE OF THE SLIP, 5.6 FT (1.7
 JU2430'M) SOUTHEAST FROM THE REMAINS OF A WOOD FENCE LINE, 1.0 FT (0.3 M)
 JU2430'EAST FROM A METAL WITNESS POST AND 71.5 FT (21.8 M) SSOUTHWEST FROM A
 JU2430'WOOD UTILITY POLE WITH NO NUMBER NEXT TO A WOOD FRAME GARAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2429 ***********************************************************************
 JU2429  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2429  DESIGNATION -  853 4256 B TIDAL
 JU2429  PID         -  JU2429
 JU2429  STATE/COUNTY-  NJ/ATLANTIC
 JU2429  USGS QUAD   -  NEW GRETNA (1977)
 JU2429
 JU2429                         *CURRENT SURVEY CONTROL
 JU2429  ___________________________________________________________________
 JU2429* NAD 83(1986)-  39 32 06.     (N)    074 27 48.     (W)     SCALED    
 JU2429* NAVD 88     -         1.893  (meters)       6.21   (feet)  ADJUSTED  
 JU2429  ___________________________________________________________________
 JU2429  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JU2429  DYNAMIC HT  -           1.892 (meters)       6.21  (feet)  COMP
 JU2429  MODELED GRAV-     980,142.9   (mgal)                       NAVD 88
 JU2429
 JU2429  VERT ORDER  -  FIRST     CLASS II
 JU2429
 JU2429.The horizontal coordinates were scaled from a topographic map and have
 JU2429.an estimated accuracy of +/- 6 seconds.
 JU2429
 JU2429.The orthometric height was determined by differential leveling
 JU2429.and adjusted by the National Geodetic Survey in June 1991..
 JU2429
 JU2429.This Tidal Bench Mark is designated as VM 2666
 JU2429.by the Center for Operational Oceanographic Products and Services.
 JU2429
 JU2429.The geoid height was determined by GEOID03.
 JU2429
 JU2429.The dynamic height is computed by dividing the NAVD 88
 JU2429.geopotential number by the normal gravity value computed on the
 JU2429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2429.degrees latitude (g = 980.6199 gals.).
 JU2429
 JU2429.The modeled gravity was interpolated from observed gravity values.
 JU2429
 JU2429;                    North         East    Units  Estimated Accuracy
 JU2429;SPC NJ       -    77,890.      153,150.      MT  (+/- 180 meters Scaled)
 JU2429
 JU2429                          SUPERSEDED SURVEY CONTROL
 JU2429
 JU2429  NGVD 29 (01/10/92)    2.280  (m)            7.48   (f) ADJUSTED    1 2
 JU2429
 JU2429.Superseded values are not recommended for survey control.
 JU2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2429.See file dsdata.txt to determine how the superseded data were derived.
 JU2429
 JU2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ461762(NAD 83)
 JU2429_MARKER: DJ = TIDAL STATION DISK
 JU2429_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2429_SP_SET: GALVANIZED STEEL ROD
 JU2429_STAMPING: 4256 B 1977
 JU2429_MARK LOGO: NOS   
 JU2429_PROJECTION: FLUSH
 JU2429_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2429+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1995
 JU2429_ROD/PIPE-DEPTH: 15.2 meters
 JU2429
 JU2429  HISTORY     - Date     Condition        Report By
 JU2429  HISTORY     - 1977     MONUMENTED       NOS
 JU2429  HISTORY     - 1979     GOOD             NGS
 JU2429  HISTORY     - 19950316 GOOD             NJGS
 JU2429
 JU2429                          STATION DESCRIPTION
 JU2429
 JU2429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2429'4.8 MI NORTH FROM OCEANVILLE.
 JU2429'4.7 MILES NORTH ALONG U.S. ROUTE 9 FROM THE POST OFFICE IN OCEANVILLE,
 JU2429'THENCE 0.1 MILE EAST ALONG WILSON AVENUE, THE FIRST ROAD NORTH OF THE
 JU2429'BRIDGE OVER NACOTE CREEK, AT THE JUNCTION OF A GRAVLED DRIVE LEADING
 JU2429'SOUTH, 40 FEET EAST OF POWER POLE NUMBER 9576, 38.5 FEET EAST OF
 JU2429'THE NORTHEAST CORNER OF  A TWO-CAR GARAGE, 15 FEET EAST OF THE CENTER
 JU2429'OF THE DRIVE, 20 FEET SOUTH OF THE CENTER OF WILSON AVENUE.
 JU2429'THE MARK IS ABOVE LEVEL WITH ROAD.
 JU2429
 JU2429                          STATION RECOVERY (1995)
 JU2429
 JU2429'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU2429'THE STATION IS LOCATED IN GALLOWAY TOWNSHIP ON THE SOUTH SIDE OF
 JU2429'WILSON AVENUE IN FRONT OF THE RICHARD STOCKTON STATE COLLEGE COASTAL
 JU2429'RESEARCH CENTER.  TO REACH THE STATION FROM THE U.S.  HIGHWAY 9 BRIDGE
 JU2429'OVER NACOTE CREEK, GO NORTH ON U.S HIGHWAY 9 FOR 0.1 MI (0.2 KM) TO
 JU2429'THE TEE JUNCTION WITH WILSON AVENUE.  TURN RIGHT AND GO 0.1 MI (0.2
 JU2429'KM) EAST ON WILSON AVENUE TO THE STATION ON THE RIGHT, AT THE TEE
 JU2429'JUCNTION OF A SAND ROAD LEADING SOUTH.  THE STATION IS 38.5 FT (11.7
 JU2429'M) EAST FROM THE SOUTHEAST CORNER OF A 2 CAR WOOD FRAME GARAGE, 40.2
 JU2429'FT (12.3 M) EAST FROM POLE NUMBER 9576, 20 FT (6.1 M) SOUTH FROM THE
 JU2429'CENTERLINE OF WILSON AVENUE, 15 FT (4.6 M) EAST FROM THE CENTERLINE OF
 JU2429'THE SAND ROAD LEADING SOUTH AND 68.5 FT (20.9 M) WEST FROM A POLE WITH
 JU2429'NO NUMBER NEXT TO A MAILBOX WITH THE NUMBER 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2428 ***********************************************************************
 JU2428  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2428  DESIGNATION -  853 4256 C TIDAL
 JU2428  PID         -  JU2428
 JU2428  STATE/COUNTY-  NJ/ATLANTIC
 JU2428  USGS QUAD   -  NEW GRETNA (1977)
 JU2428
 JU2428                         *CURRENT SURVEY CONTROL
 JU2428  ___________________________________________________________________
 JU2428* NAD 83(1986)-  39 32 06.     (N)    074 27 54.     (W)     SCALED    
 JU2428* NAVD 88     -         2.414  (meters)       7.92   (feet)  ADJUSTED  
 JU2428  ___________________________________________________________________
 JU2428  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JU2428  DYNAMIC HT  -           2.413 (meters)       7.92  (feet)  COMP
 JU2428  MODELED GRAV-     980,142.8   (mgal)                       NAVD 88
 JU2428
 JU2428  VERT ORDER  -  FIRST     CLASS II
 JU2428
 JU2428.The horizontal coordinates were scaled from a topographic map and have
 JU2428.an estimated accuracy of +/- 6 seconds.
 JU2428
 JU2428.The orthometric height was determined by differential leveling
 JU2428.and adjusted by the National Geodetic Survey in June 1991..
 JU2428
 JU2428.This Tidal Bench Mark is designated as VM 2667
 JU2428.by the Center for Operational Oceanographic Products and Services.
 JU2428
 JU2428.The geoid height was determined by GEOID03.
 JU2428
 JU2428.The dynamic height is computed by dividing the NAVD 88
 JU2428.geopotential number by the normal gravity value computed on the
 JU2428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2428.degrees latitude (g = 980.6199 gals.).
 JU2428
 JU2428.The modeled gravity was interpolated from observed gravity values.
 JU2428
 JU2428;                    North         East    Units  Estimated Accuracy
 JU2428;SPC NJ       -    77,890.      153,010.      MT  (+/- 180 meters Scaled)
 JU2428
 JU2428                          SUPERSEDED SURVEY CONTROL
 JU2428
 JU2428  NGVD 29 (01/10/92)    2.801  (m)            9.19   (f) ADJUSTED    1 2
 JU2428
 JU2428.Superseded values are not recommended for survey control.
 JU2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2428.See file dsdata.txt to determine how the superseded data were derived.
 JU2428
 JU2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ459762(NAD 83)
 JU2428_MARKER: DJ = TIDAL STATION DISK
 JU2428_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2428_SP_SET: GALVANIZED STEEL ROD
 JU2428_STAMPING: 4256 C 1977
 JU2428_PROJECTION: FLUSH
 JU2428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2428_ROD/PIPE-DEPTH: 15.2 meters
 JU2428
 JU2428  HISTORY     - Date     Condition        Report By
 JU2428  HISTORY     - 1977     MONUMENTED       NOS
 JU2428  HISTORY     - 1979     GOOD             NGS
 JU2428  HISTORY     - 19950316 MARK NOT FOUND   NJGS
 JU2428
 JU2428                          STATION DESCRIPTION
 JU2428
 JU2428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2428'4.7 MI NORTH FROM OCEANVILLE.
 JU2428'4.7 MILES NORTH ALONG U.S. ROUTE 9 FROM THE POST OFFICE AT OCEANVILLE,
 JU2428'AT THE JUNCTION OFWILSON AVENUE, THE FIRST ROAD NORTH OF THE BRIDGE
 JU2428'OVER NACOTE CREEK, 185 FEET EAST OF THE CENTERLINE OF HIGHWAY, 27
 JU2428'FEET NORTH AND ACROSS WILSON AVENUE FROM POWER POLE NUMBER 9575,
 JU2428'12 FEET NORTH OF THE CENTER OF THE AVENUE.
 JU2428'THE MARK IS 1 FT  S FROM A WITNESS POST.
 JU2428
 JU2428                          STATION RECOVERY (1995)
 JU2428
 JU2428'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU2428'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A HALF HOUR
 JU2428'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2427 ***********************************************************************
 JU2427  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2427  DESIGNATION -  853 4256 D TIDAL
 JU2427  PID         -  JU2427
 JU2427  STATE/COUNTY-  NJ/ATLANTIC
 JU2427  USGS QUAD   -  NEW GRETNA (1977)
 JU2427
 JU2427                         *CURRENT SURVEY CONTROL
 JU2427  ___________________________________________________________________
 JU2427* NAD 83(1986)-  39 32 06.     (N)    074 27 54.     (W)     SCALED    
 JU2427* NAVD 88     -         2.573  (meters)       8.44   (feet)  ADJUSTED  
 JU2427  ___________________________________________________________________
 JU2427  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JU2427  DYNAMIC HT  -           2.572 (meters)       8.44  (feet)  COMP
 JU2427  MODELED GRAV-     980,142.8   (mgal)                       NAVD 88
 JU2427
 JU2427  VERT ORDER  -  FIRST     CLASS II
 JU2427
 JU2427.The horizontal coordinates were scaled from a topographic map and have
 JU2427.an estimated accuracy of +/- 6 seconds.
 JU2427
 JU2427.The orthometric height was determined by differential leveling
 JU2427.and adjusted by the National Geodetic Survey in June 1991..
 JU2427
 JU2427.This Tidal Bench Mark is designated as VM 2668
 JU2427.by the Center for Operational Oceanographic Products and Services.
 JU2427
 JU2427.The geoid height was determined by GEOID03.
 JU2427
 JU2427.The dynamic height is computed by dividing the NAVD 88
 JU2427.geopotential number by the normal gravity value computed on the
 JU2427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2427.degrees latitude (g = 980.6199 gals.).
 JU2427
 JU2427.The modeled gravity was interpolated from observed gravity values.
 JU2427
 JU2427;                    North         East    Units  Estimated Accuracy
 JU2427;SPC NJ       -    77,890.      153,010.      MT  (+/- 180 meters Scaled)
 JU2427
 JU2427                          SUPERSEDED SURVEY CONTROL
 JU2427
 JU2427  NGVD 29 (01/10/92)    2.960  (m)            9.71   (f) ADJUSTED    1 2
 JU2427
 JU2427.Superseded values are not recommended for survey control.
 JU2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2427.See file dsdata.txt to determine how the superseded data were derived.
 JU2427
 JU2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ459762(NAD 83)
 JU2427_MARKER: DJ = TIDAL STATION DISK
 JU2427_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2427_SP_SET: GALVANIZED STEEL ROD
 JU2427_STAMPING: 4256 D 1977
 JU2427_MARK LOGO: NOS   
 JU2427_PROJECTION: FLUSH
 JU2427_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2427+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1995
 JU2427_ROD/PIPE-DEPTH: 15.2 meters
 JU2427
 JU2427  HISTORY     - Date     Condition        Report By
 JU2427  HISTORY     - 1977     MONUMENTED       NOS
 JU2427  HISTORY     - 1979     GOOD             NGS
 JU2427  HISTORY     - 19950316 GOOD             NJGS
 JU2427
 JU2427                          STATION DESCRIPTION
 JU2427
 JU2427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2427'4.70 MI NORTH FROM OCEANVILLE.
 JU2427'APPROXIMATELY 4.70 MILES NORTH ALONG U.S. HIGHWAY 9 FROM THE POST
 JU2427'OFFICE AT OCEANVILLE, 37 FEET NORTHWEST FROM THE INTERSECTION OF
 JU2427'ROUTE 9 AND WILSON AVENUE, 31.3 FEET NORTHWEST OF WOOD UTILITY POLE
 JU2427'NUMBER P14080, 32.1 FEET WEST FROM THE CENTERLINE OF ROUTE 9, 70.7
 JU2427'FEET WEST NORTHWEST FROM WOOD UTILITY POLE NUMBER ACE 40740. THE
 JU2427'MARK IS A STANDARD NOS DISK SET ON TOP OF A 5/8 INCH DIAM. GALVANIZED
 JU2427'ROD DRIVEN TO 50 FEET DEPTH, AND SST 2 INCHES BELOW GROUND LEVEL.
 JU2427'IT IS STAMPED 4256 D 1977.
 JU2427'THE MARK IS 1 FT  E FROM A WITNESS POST.
 JU2427'THE MARK IS ABOVE LEVEL WITH ROAD.
 JU2427
 JU2427                          STATION RECOVERY (1995)
 JU2427
 JU2427'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU2427'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  WOOD UTILITY POLE
 JU2427'NUMBER P14080 IS NOW NUMBERED BT 127 PC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9352 ***********************************************************************
 AI9352  DESIGNATION -  853 4319 A TIDAL
 AI9352  PID         -  AI9352
 AI9352  STATE/COUNTY-  NJ/OCEAN
 AI9352  USGS QUAD   -  TUCKERTON (1995)
 AI9352
 AI9352                         *CURRENT SURVEY CONTROL
 AI9352  ___________________________________________________________________
 AI9352* NAD 83(1986)-  39 30 30.     (N)    074 19 33.     (W)     SCALED    
 AI9352* NAVD 88     -         1.198  (meters)       3.93   (feet)  ADJUSTED  
 AI9352  ___________________________________________________________________
 AI9352  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 AI9352  DYNAMIC HT  -           1.197 (meters)       3.93  (feet)  COMP
 AI9352  MODELED GRAV-     980,131.4   (mgal)                       NAVD 88
 AI9352
 AI9352  VERT ORDER  -  FIRST     CLASS II
 AI9352
 AI9352.The horizontal coordinates were scaled from a topographic map and have
 AI9352.an estimated accuracy of +/- 6 seconds.
 AI9352
 AI9352.The orthometric height was determined by differential leveling
 AI9352.and adjusted by the National Geodetic Survey in March 2001..
 AI9352.No vertical observational check was made to the station.
 AI9352
 AI9352.The geoid height was determined by GEOID03.
 AI9352
 AI9352.The dynamic height is computed by dividing the NAVD 88
 AI9352.geopotential number by the normal gravity value computed on the
 AI9352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9352.degrees latitude (g = 980.6199 gals.).
 AI9352
 AI9352.The modeled gravity was interpolated from observed gravity values.
 AI9352
 AI9352;                    North         East    Units  Estimated Accuracy
 AI9352;SPC NJ       -    74,950.      164,980.      MT  (+/- 180 meters Scaled)
 AI9352
 AI9352                          SUPERSEDED SURVEY CONTROL
 AI9352
 AI9352.No superseded survey control is available for this station.
 AI9352
 AI9352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ579734(NAD 83)
 AI9352_MARKER: DJ = TIDAL STATION DISK
 AI9352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI9352_SP_SET: RADIO MAST FOUNDATION
 AI9352_STAMPING: 4319 A 1976
 AI9352_MARK LOGO: NOS   
 AI9352_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9352+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1998
 AI9352
 AI9352  HISTORY     - Date     Condition        Report By
 AI9352  HISTORY     - 1976     MONUMENTED       PORTER
 AI9352  HISTORY     - 19980831 GOOD             NJGS
 AI9352  HISTORY     - 20020808 GOOD             USGS
 AI9352
 AI9352                          STATION DESCRIPTION
 AI9352
 AI9352'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 AI9352'THE STATION IS LOCATED IN LITTLE EGG HARBOR TOWNSHIP ON THE WEST SIDE
 AI9352'OF GREAT BAY BOULEVARD ON THE GROUNDS OF THE FORMER LITTLE EGG HARBOR
 AI9352'COAST GUARD STATION, NOW OCCUPIED BY THE RUTGERS UNIVERSITY MARINE
 AI9352'FIELD STATION.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI9352'U.S.HIGHWAY 9 AND GREAT BAY BOULEVARD IN THE BOROUGH OF TUCKERTON, GO
 AI9352'SOUTH ON GREAT BAY BOULEVARD FOR 6.7 MI (10.8 KM) TO A TIMBER WALKWAY
 AI9352'LEADING TO THE RUTGERS UNIVERSITY MARINE FIELD STATION ON THE RIGHT.
 AI9352'PARK TRUCK AND PACK SOUTHWEST ALONG THE TIMBER WALKWAY FOR 0.25 MI
 AI9352'(0.40 KM) TO THE MARINE FIELD STATION AHEAD, A CONSPICUOUS TWO AND ONE
 AI9352'HALF STORY FRAME BUILDING.  BEAR TO THE LEFT AROUND THE MAIN BUILDING
 AI9352'AND CONTINUE SOUTHWEST ON THE WALKWAY FOR ABOUT 160 M (524.9 FT) TO A
 AI9352'LARGE RADIO TOWER NEAR THE WATERS EDGE AT THE REAR OF THE MARINE FIELD
 AI9352'STATION AND THE STATION AHEAD, SET FLUSH IN A DRILL HOLE IN THE MOST
 AI9352'SOUTHERLY OF THREE LARGE CONCRETE FOUNDATIONS SUPPORTING THE TOWER.
 AI9352
 AI9352                          STATION RECOVERY (2002)
 AI9352
 AI9352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 AI9352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9353 ***********************************************************************
 AI9353  DESIGNATION -  853 4319 B TIDAL
 AI9353  PID         -  AI9353
 AI9353  STATE/COUNTY-  NJ/OCEAN
 AI9353  USGS QUAD   -  TUCKERTON (1995)
 AI9353
 AI9353                         *CURRENT SURVEY CONTROL
 AI9353  ___________________________________________________________________
 AI9353* NAD 83(1986)-  39 30 38.     (N)    074 19 12.     (W)     SCALED    
 AI9353* NAVD 88     -         1.040  (meters)       3.41   (feet)  ADJUSTED  
 AI9353  ___________________________________________________________________
 AI9353  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 AI9353  DYNAMIC HT  -           1.040 (meters)       3.41  (feet)  COMP
 AI9353  MODELED GRAV-     980,131.3   (mgal)                       NAVD 88
 AI9353
 AI9353  VERT ORDER  -  FIRST     CLASS II
 AI9353
 AI9353.The horizontal coordinates were scaled from a topographic map and have
 AI9353.an estimated accuracy of +/- 6 seconds.
 AI9353
 AI9353.The orthometric height was determined by differential leveling
 AI9353.and adjusted by the National Geodetic Survey in March 2001..
 AI9353.No vertical observational check was made to the station.
 AI9353
 AI9353.The geoid height was determined by GEOID03.
 AI9353
 AI9353.The dynamic height is computed by dividing the NAVD 88
 AI9353.geopotential number by the normal gravity value computed on the
 AI9353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9353.degrees latitude (g = 980.6199 gals.).
 AI9353
 AI9353.The modeled gravity was interpolated from observed gravity values.
 AI9353
 AI9353;                    North         East    Units  Estimated Accuracy
 AI9353;SPC NJ       -    75,190.      165,480.      MT  (+/- 180 meters Scaled)
 AI9353
 AI9353                          SUPERSEDED SURVEY CONTROL
 AI9353
 AI9353.No superseded survey control is available for this station.
 AI9353
 AI9353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ584736(NAD 83)
 AI9353_MARKER: DJ = TIDAL STATION DISK
 AI9353_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI9353_STAMPING: 4319 B 1976
 AI9353_MARK LOGO: NOS   
 AI9353_PROJECTION: RECESSED 4 CENTIMETERS
 AI9353_MAGNETIC: I = MARKER IS A STEEL ROD
 AI9353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9353+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1998
 AI9353_ROD/PIPE-DEPTH: 15.2 meters
 AI9353
 AI9353  HISTORY     - Date     Condition        Report By
 AI9353  HISTORY     - 1976     MONUMENTED       PORTER
 AI9353  HISTORY     - 19980911 GOOD             NJGS
 AI9353  HISTORY     - 20020808 GOOD             USGS
 AI9353
 AI9353                          STATION DESCRIPTION
 AI9353
 AI9353'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 AI9353'THE STATION IS LOCATED IN LITTLE EGG HARBOR TOWNSHIP ON THE EAST SIDE
 AI9353'OF GREAT BAY BOULEVARD.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI9353'U.S.  HIGHWAY 9 AND GREAT BAY BOULEVARD IN THE BOROUGH OF TUCKERTON,
 AI9353'GO SOUTH ON GREAT BAY BOULEVARD FOR 6.7 MI (10.8 KM) TO THE STATION ON
 AI9353'THE LEFT, SET ABOUT 0.04 M (0.13 FT) BELOW THE GROUND OPPOSITE A
 AI9353'TIMBER WALKWAY LEADING TO THE FORMER LITTLE EGG HARBOR COAST GUARD
 AI9353'STATION, NOW OCCUPIED BY THE RUTGERS UNIVERSITY MARINE FIELD STATION.
 AI9353'THE STATION IS 5.9 FT (1.8 M) SOUTH FROM WOOD UTILITY POLE NUMBER T
 AI9353'6619 AND ABOUT 19.4 FT (5.9 M) EAST FROM THE CENTERLINE OF GREAT BAY
 AI9353'BOULEVARD.
 AI9353
 AI9353                          STATION RECOVERY (2002)
 AI9353
 AI9353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 AI9353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9354 ***********************************************************************
 AI9354  DESIGNATION -  853 4319 C TIDAL
 AI9354  PID         -  AI9354
 AI9354  STATE/COUNTY-  NJ/OCEAN
 AI9354  USGS QUAD   -  TUCKERTON (1995)
 AI9354
 AI9354                         *CURRENT SURVEY CONTROL
 AI9354  ___________________________________________________________________
 AI9354* NAD 83(1986)-  39 30 48.     (N)    074 19 12.     (W)     SCALED    
 AI9354* NAVD 88     -         0.793  (meters)       2.60   (feet)  ADJUSTED  
 AI9354  ___________________________________________________________________
 AI9354  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 AI9354  DYNAMIC HT  -           0.792 (meters)       2.60  (feet)  COMP
 AI9354  MODELED GRAV-     980,131.9   (mgal)                       NAVD 88
 AI9354
 AI9354  VERT ORDER  -  FIRST     CLASS II
 AI9354
 AI9354.The horizontal coordinates were scaled from a topographic map and have
 AI9354.an estimated accuracy of +/- 6 seconds.
 AI9354
 AI9354.The orthometric height was determined by differential leveling
 AI9354.and adjusted by the National Geodetic Survey in March 2001..
 AI9354.No vertical observational check was made to the station.
 AI9354
 AI9354.The geoid height was determined by GEOID03.
 AI9354
 AI9354.The dynamic height is computed by dividing the NAVD 88
 AI9354.geopotential number by the normal gravity value computed on the
 AI9354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9354.degrees latitude (g = 980.6199 gals.).
 AI9354
 AI9354.The modeled gravity was interpolated from observed gravity values.
 AI9354
 AI9354;                    North         East    Units  Estimated Accuracy
 AI9354;SPC NJ       -    75,500.      165,480.      MT  (+/- 180 meters Scaled)
 AI9354
 AI9354                          SUPERSEDED SURVEY CONTROL
 AI9354
 AI9354.No superseded survey control is available for this station.
 AI9354
 AI9354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ584739(NAD 83)
 AI9354_MARKER: DJ = TIDAL STATION DISK
 AI9354_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI9354_STAMPING: 4319 C 1976
 AI9354_MARK LOGO: NOS   
 AI9354_PROJECTION: RECESSED 4 CENTIMETERS
 AI9354_MAGNETIC: I = MARKER IS A STEEL ROD
 AI9354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9354+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1998
 AI9354_ROD/PIPE-DEPTH: 15.2 meters
 AI9354
 AI9354  HISTORY     - Date     Condition        Report By
 AI9354  HISTORY     - 1976     MONUMENTED       PORTER
 AI9354  HISTORY     - 19980901 GOOD             NJGS
 AI9354  HISTORY     - 20020808 GOOD             USGS
 AI9354
 AI9354                          STATION DESCRIPTION
 AI9354
 AI9354'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 AI9354'THE STATION IS LOCATED IN LITTLE EGG HARBOR TOWNSHIP ON THE EAST SIDE
 AI9354'OF GREAT BAY BOULEVARD.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI9354'U.S.  HIGHWAY 9 AND GREAT BAY BOULEVARD IN THE BOROUGH OF TUCKERTON,
 AI9354'GO SOUTH ON GREAT BAY BOULEVARD FOR 6.4 MI (10.3 KM) TO THE STATION ON
 AI9354'THE LEFT.  THE STATION IS ALSO ABOUT 0.4 MI (0.6 KM) SOUTH FROM THE
 AI9354'SOUTH END OF THE TIMBER BRIDGE CARRYING GREAT BAY BOULEVARD OVER
 AI9354'LITTLE SHEEPSHEAD CREEK.  THE STATION IS 18.7 FT (5.7 M) EAST FROM THE
 AI9354'CENTERLINE OF GREAT BAY BOULEVARD AND 53.0 FT (16.2 M) NORTHEAST FROM
 AI9354'WOOD UTILITY POLE NUMBER P 18944.
 AI9354
 AI9354                          STATION RECOVERY (2002)
 AI9354
 AI9354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 AI9354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9355 ***********************************************************************
 AI9355  DESIGNATION -  853 4319 TIDAL NO 2
 AI9355  PID         -  AI9355
 AI9355  STATE/COUNTY-  NJ/OCEAN
 AI9355  USGS QUAD   -  TUCKERTON (1995)
 AI9355
 AI9355                         *CURRENT SURVEY CONTROL
 AI9355  ___________________________________________________________________
 AI9355* NAD 83(1986)-  39 31 00.     (N)    074 19 12.     (W)     SCALED    
 AI9355* NAVD 88     -         0.854  (meters)       2.80   (feet)  ADJUSTED  
 AI9355  ___________________________________________________________________
 AI9355  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 AI9355  DYNAMIC HT  -           0.854 (meters)       2.80  (feet)  COMP
 AI9355  MODELED GRAV-     980,132.5   (mgal)                       NAVD 88
 AI9355
 AI9355  VERT ORDER  -  FIRST     CLASS II
 AI9355
 AI9355.The horizontal coordinates were scaled from a topographic map and have
 AI9355.an estimated accuracy of +/- 6 seconds.
 AI9355
 AI9355.The orthometric height was determined by differential leveling
 AI9355.and adjusted by the National Geodetic Survey in March 2001..
 AI9355.No vertical observational check was made to the station.
 AI9355
 AI9355.The geoid height was determined by GEOID03.
 AI9355
 AI9355.The dynamic height is computed by dividing the NAVD 88
 AI9355.geopotential number by the normal gravity value computed on the
 AI9355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9355.degrees latitude (g = 980.6199 gals.).
 AI9355
 AI9355.The modeled gravity was interpolated from observed gravity values.
 AI9355
 AI9355;                    North         East    Units  Estimated Accuracy
 AI9355;SPC NJ       -    75,870.      165,480.      MT  (+/- 180 meters Scaled)
 AI9355
 AI9355                          SUPERSEDED SURVEY CONTROL
 AI9355
 AI9355.No superseded survey control is available for this station.
 AI9355
 AI9355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ584743(NAD 83)
 AI9355_MARKER: DJ = TIDAL STATION DISK
 AI9355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9355_STAMPING: NO 2 1974
 AI9355_MARK LOGO: NOS   
 AI9355_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9355+STABILITY: SURFACE MOTION
 AI9355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9355+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1998
 AI9355
 AI9355  HISTORY     - Date     Condition        Report By
 AI9355  HISTORY     - 1974     MONUMENTED       NOS
 AI9355  HISTORY     - 19980901 GOOD             NJGS
 AI9355  HISTORY     - 20020808 GOOD             USGS
 AI9355
 AI9355                          STATION DESCRIPTION
 AI9355
 AI9355'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9355'THE STATION IS LOCATED IN LITTLE EGG HARBOR TOWNSHIP ON THE WEST SIDE
 AI9355'OF GREAT BAY BOULEVARD.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI9355'U.S.  HIGHWAY 9 AND GREAT BAY BOULEVARD IN THE BOROUGH OF TUCKERTON,
 AI9355'GO SOUTH ON GREAT BAY BOULEVARD FOR 6.2 MI (10.0 KM) TO THE STATION ON
 AI9355'THE RIGHT, SET FLUSH IN CONCRETE IN A 4 INCH PLASTIC PIPE IMBEDDED IN
 AI9355'THE GROUND.  THE STATION IS ALSO 0.2 MI (0.3 KM) SOUTH FROM THE SOUTH
 AI9355'END OF THE TIMBER BRIDGE CARRYING GREAT BAY BOULEVARD OVER LITTLE
 AI9355'SHEEPSHEAD CREEK.  THE STATION IS 29.4 FT (9.0 M) WEST FROM THE
 AI9355'CENTERLINE OF GREAT BAY BOULEVARD, 38.5 FT (11.7 M) NORTH FROM WOOD
 AI9355'UTILITY POLE NUMBER P 18937 AND 11.1 FT (3.4 M) WEST FROM A WOOD POST
 AI9355'WITH AN UNDERGROUND TELEPHONE CABLE WARNING SIGN.
 AI9355
 AI9355                          STATION RECOVERY (2002)
 AI9355
 AI9355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 AI9355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4223 ***********************************************************************
 JU4223  TIDAL BM    -  This is a Tidal Bench Mark.
 JU4223  DESIGNATION -  853 4468 D TIDAL
 JU4223  PID         -  JU4223
 JU4223  STATE/COUNTY-  NJ/ATLANTIC
 JU4223  USGS QUAD   -  MAYS LANDING (1989)
 JU4223
 JU4223                         *CURRENT SURVEY CONTROL
 JU4223  ___________________________________________________________________
 JU4223* NAD 83(1986)-  39 26 56.     (N)    074 43 41.     (W)     SCALED    
 JU4223* NAVD 88     -         2.293  (meters)       7.52   (feet)  ADJUSTED  
 JU4223  ___________________________________________________________________
 JU4223  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JU4223  DYNAMIC HT  -           2.292 (meters)       7.52  (feet)  COMP
 JU4223  MODELED GRAV-     980,121.6   (mgal)                       NAVD 88
 JU4223
 JU4223  VERT ORDER  -  FIRST     CLASS II
 JU4223
 JU4223.The horizontal coordinates were scaled from a topographic map and have
 JU4223.an estimated accuracy of +/- 6 seconds.
 JU4223
 JU4223.The orthometric height was determined by differential leveling
 JU4223.and adjusted by the National Geodetic Survey in January 1994..
 JU4223
 JU4223.This Tidal Bench Mark is designated as VM 2685
 JU4223.by the Center for Operational Oceanographic Products and Services.
 JU4223
 JU4223.The geoid height was determined by GEOID03.
 JU4223
 JU4223.The dynamic height is computed by dividing the NAVD 88
 JU4223.geopotential number by the normal gravity value computed on the
 JU4223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4223.degrees latitude (g = 980.6199 gals.).
 JU4223
 JU4223.The modeled gravity was interpolated from observed gravity values.
 JU4223
 JU4223;                    North         East    Units  Estimated Accuracy
 JU4223;SPC NJ       -    68,360.      130,370.      MT  (+/- 180 meters Scaled)
 JU4223
 JU4223                          SUPERSEDED SURVEY CONTROL
 JU4223
 JU4223  NGVD 29 (01/10/92)    2.678  (m)            8.79   (f) ADJUSTED    1 2
 JU4223
 JU4223.Superseded values are not recommended for survey control.
 JU4223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4223.See file dsdata.txt to determine how the superseded data were derived.
 JU4223
 JU4223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ233666(NAD 83)
 JU4223_MARKER: DJ = TIDAL STATION DISK
 JU4223_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU4223_SP_SET: GALVANIZED STEEL ROD
 JU4223_STAMPING: 4468 D 1977
 JU4223_MARK LOGO: NOS   
 JU4223_PROJECTION: RECESSED 30 CENTIMETERS
 JU4223_MAGNETIC: I = MARKER IS A STEEL ROD
 JU4223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4223+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 JU4223_ROD/PIPE-DEPTH: 4.87 meters
 JU4223
 JU4223  HISTORY     - Date     Condition        Report By
 JU4223  HISTORY     - 1977     MONUMENTED       NOS
 JU4223  HISTORY     - 19900718 GOOD             NJGS
 JU4223  HISTORY     - 20040803 GOOD             NJDEP
 JU4223
 JU4223                          STATION DESCRIPTION
 JU4223
 JU4223'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 JU4223'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, IN THE TOWN OF MAYS
 JU4223'LANDING, ON THE GROUNDS OF SPOONYS MARINA.  TO REACH THE STATION FROM
 JU4223'THE JUNCTION OF STATE ROUTE 50 AND RIVER DRIVE, COUNTY ROAD 559, GO
 JU4223'0.08 KM (0.05 MI) EAST ON ROUTE 559 TO THE DRIVEWAY LEADING TO THE
 JU4223'MARINA ON THE RIGHT, THE DRIVEWAY IS ALSO OPPOSITE THE TEE JUNCTION
 JU4223'OF ROUTE 559 AND PENNINGTON AVENUE.  TURN RIGHT ON THE DRIVE AND GO
 JU4223'40 M (131.2 FT) TO THE STATION ON THE LEFT.  THE STATION IS SET IN A
 JU4223'GRASSY AREA EAST OF THE DRIVE AND NORTH OF THE PARKING AREA FOR THE
 JU4223'HOUSE, 6.7 M (22.0 FT) EAST OF POLE NUMBER BT 1481, 12.4 M (40.7 FT)
 JU4223'EAST OF THE CENTER LINE OF THE DRIVEWAY, 4.75 M (15.58 FT) SOUTHEAST
 JU4223'OF A DOUBLE TRUNK PINE TREE, 1.95 M (6.40 FT) NORTH OF A BASKETBALL
 JU4223'STANDARD, 18.0 M (59.1 FT) NORTH OF THE NORTHWEST CORNER OF THE HOUSE
 JU4223'GARAGE, 15.65 M (51.35 FT) WEST OF THE NORHTWEST CORNER OF A FENCE
 JU4223'SURROUNDING AN INGROUND POOL, 15.3 M (50.2 FT) NORTHEAST OF THE
 JU4223'NORTHEAST CORNER OF AN ADDITION TO SPOONYS MARINA AND 23.7 M
 JU4223'(77.8 FT) WEST OF POLE NUMBER ACE 4219.  AN UNDERGROUND SPRINKLER
 JU4223'PLASTIC PIPE IS BURIED NEXT TO THE MARK.  THE STATION IS 0.3 M
 JU4223'(1.0 FT) BELOW THE GROUND IN A PVC PIPE WITH AN UNTHREADED CAP THAT
 JU4223'IS FLUSH WITH THE GROUND.
 JU4223
 JU4223                          STATION RECOVERY (2004)
 JU4223
 JU4223'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2004 (WM)
 JU4223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4213 ***********************************************************************
 JU4213  TIDAL BM    -  This is a Tidal Bench Mark.
 JU4213  DESIGNATION -  853 4468 E TIDAL
 JU4213  PID         -  JU4213
 JU4213  STATE/COUNTY-  NJ/ATLANTIC
 JU4213  USGS QUAD   -  MAYS LANDING (1989)
 JU4213
 JU4213                         *CURRENT SURVEY CONTROL
 JU4213  ___________________________________________________________________
 JU4213* NAD 83(1986)-  39 26 56.     (N)    074 43 38.     (W)     SCALED    
 JU4213* NAVD 88     -         2.082  (meters)       6.83   (feet)  ADJUSTED  
 JU4213  ___________________________________________________________________
 JU4213  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JU4213  DYNAMIC HT  -           2.081 (meters)       6.83  (feet)  COMP
 JU4213  MODELED GRAV-     980,121.6   (mgal)                       NAVD 88
 JU4213
 JU4213  VERT ORDER  -  FIRST     CLASS II
 JU4213
 JU4213.The horizontal coordinates were scaled from a topographic map and have
 JU4213.an estimated accuracy of +/- 6 seconds.
 JU4213
 JU4213.The orthometric height was determined by differential leveling
 JU4213.and adjusted by the National Geodetic Survey in January 1994..
 JU4213
 JU4213.This Tidal Bench Mark is designated as VM 2686
 JU4213.by the Center for Operational Oceanographic Products and Services.
 JU4213
 JU4213.The geoid height was determined by GEOID03.
 JU4213
 JU4213.The dynamic height is computed by dividing the NAVD 88
 JU4213.geopotential number by the normal gravity value computed on the
 JU4213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4213.degrees latitude (g = 980.6199 gals.).
 JU4213
 JU4213.The modeled gravity was interpolated from observed gravity values.
 JU4213
 JU4213;                    North         East    Units  Estimated Accuracy
 JU4213;SPC NJ       -    68,360.      130,440.      MT  (+/- 180 meters Scaled)
 JU4213
 JU4213                          SUPERSEDED SURVEY CONTROL
 JU4213
 JU4213  NGVD 29 (01/10/92)    2.467  (m)            8.09   (f) ADJUSTED    1 2
 JU4213
 JU4213.Superseded values are not recommended for survey control.
 JU4213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4213.See file dsdata.txt to determine how the superseded data were derived.
 JU4213
 JU4213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ234666(NAD 83)
 JU4213_MARKER: DJ = TIDAL STATION DISK
 JU4213_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU4213_SP_SET: GALVANIZED STEEL ROD
 JU4213_STAMPING: 4468 E 1977
 JU4213_MARK LOGO: NOS   
 JU4213_PROJECTION: FLUSH
 JU4213_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4213+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 JU4213_ROD/PIPE-DEPTH: 4.87 meters
 JU4213
 JU4213  HISTORY     - Date     Condition        Report By
 JU4213  HISTORY     - 1977     MONUMENTED       NOS
 JU4213  HISTORY     - 19900713 GOOD             NJGS
 JU4213  HISTORY     - 20040803 GOOD             NJDEP
 JU4213
 JU4213                          STATION DESCRIPTION
 JU4213
 JU4213'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 JU4213'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, IN THE TOWN OF MAYS
 JU4213'LANDING, SET IN THE PARKING LOT FOR THE GREAT EGG HARBOR RIVER WARF
 JU4213'AREA.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 50 AND
 JU4213'U.S. HIGHWAY 40 IN MAYS LANDING GO 0.32 KM (0.20 MI) SOUTH ON ROUTE
 JU4213'50 TO THE JUNCTION WITH COUNTY ROAD 559, RIVER AVENUE, TURN LEFT AND
 JU4213'GO 0.16 KM (0.10 MI) EAST ON ROUTE 559 TO THE STATION ON THE RIGHT,
 JU4213'5.2 M (17.1 FT) SOUTHEAST OF STATION MAY AZIMUTH MARK, 6.75 M
 JU4213'(22.15 FT) WEST NORTHWEST OF POLE NUMBER BT1550, 1.9 M (6.2 FT)
 JU4213'SOUTHWEST OF THE BITUMINOUS CURBLINE OF ROUTE 559, 7.8 M (25.6 FT)
 JU4213'SOUTHWEST OF THE CENTERLINE OF ROUTE 559, 7.0 M (23.0 FT) NORTHWEST OF
 JU4213'THE CENTERLINE EXTENDED OF FARRAGUT AVENUE, 3.7 M (12.1 FT) WEST OF
 JU4213'THE NORTHWEST CORNER OF THE CONCRETE U SHAPED CURBPIECE OF AN INLET
 JU4213'AND FLUSH WITH THE GROUND.
 JU4213
 JU4213                          STATION RECOVERY (2004)
 JU4213
 JU4213'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2004 (WM)
 JU4213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4214 ***********************************************************************
 JU4214  TIDAL BM    -  This is a Tidal Bench Mark.
 JU4214  DESIGNATION -  853 4468 F TIDAL
 JU4214  PID         -  JU4214
 JU4214  STATE/COUNTY-  NJ/ATLANTIC
 JU4214  USGS QUAD   -  MAYS LANDING (1989)
 JU4214
 JU4214                         *CURRENT SURVEY CONTROL
 JU4214  ___________________________________________________________________
 JU4214* NAD 83(1986)-  39 26 54.     (N)    074 43 29.     (W)     SCALED    
 JU4214* NAVD 88     -         2.513  (meters)       8.24   (feet)  ADJUSTED  
 JU4214  ___________________________________________________________________
 JU4214  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JU4214  DYNAMIC HT  -           2.512 (meters)       8.24  (feet)  COMP
 JU4214  MODELED GRAV-     980,121.7   (mgal)                       NAVD 88
 JU4214
 JU4214  VERT ORDER  -  FIRST     CLASS II
 JU4214
 JU4214.The horizontal coordinates were scaled from a topographic map and have
 JU4214.an estimated accuracy of +/- 6 seconds.
 JU4214
 JU4214.The orthometric height was determined by differential leveling
 JU4214.and adjusted by the National Geodetic Survey in January 1994..
 JU4214
 JU4214.This Tidal Bench Mark is designated as VM 2687
 JU4214.by the Center for Operational Oceanographic Products and Services.
 JU4214
 JU4214.The geoid height was determined by GEOID03.
 JU4214
 JU4214.The dynamic height is computed by dividing the NAVD 88
 JU4214.geopotential number by the normal gravity value computed on the
 JU4214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4214.degrees latitude (g = 980.6199 gals.).
 JU4214
 JU4214.The modeled gravity was interpolated from observed gravity values.
 JU4214
 JU4214;                    North         East    Units  Estimated Accuracy
 JU4214;SPC NJ       -    68,290.      130,660.      MT  (+/- 180 meters Scaled)
 JU4214
 JU4214                          SUPERSEDED SURVEY CONTROL
 JU4214
 JU4214  NGVD 29 (01/10/92)    2.898  (m)            9.51   (f) ADJUSTED    1 2
 JU4214
 JU4214.Superseded values are not recommended for survey control.
 JU4214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4214.See file dsdata.txt to determine how the superseded data were derived.
 JU4214
 JU4214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ236665(NAD 83)
 JU4214_MARKER: DJ = TIDAL STATION DISK
 JU4214_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU4214_SP_SET: GALVANIZED STEEL ROD
 JU4214_STAMPING: 4468 F 1977
 JU4214_MARK LOGO: NOS   
 JU4214_PROJECTION: FLUSH
 JU4214_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4214+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1990
 JU4214_ROD/PIPE-DEPTH: 15.2 meters
 JU4214
 JU4214  HISTORY     - Date     Condition        Report By
 JU4214  HISTORY     - 1977     MONUMENTED       NOS
 JU4214  HISTORY     - 19900713 GOOD             NJGS
 JU4214  HISTORY     - 20040803 GOOD             NJDEP
 JU4214
 JU4214                          STATION DESCRIPTION
 JU4214
 JU4214'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 JU4214'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, IN THE TOWN OF MAYS
 JU4214'LANDING, SET IN GASKILL PARK.  TO REACH THE STATION FROM THE NORTH
 JU4214'JUNCTION OF STATE ROUTE 50 AND U.S. HIGHWAY  40, GO 0.32 KM
 JU4214'(0.20 MI) SOUTH ON ROUTE 50 TO THE JUNCTION WITH RIVER AVENUE, COUNTY
 JU4214'ROAD 559, TURN LEFT AND GO 0.59 KM (0.37 MI) EAST TO THE PARK AND THE
 JU4214'STATION ON THE LEFT.  THE STATION IS 28.8 M (94.5 FT) NORTH OF A
 JU4214'CROSS CUT IN THE NORTH CURB OF ROUTE 559, 38.4 M (126.0 FT) EAST
 JU4214'SOUTHEAST OF POLE NUMBER 13926, 42.0 M (137.8 FT) EAST SOUTHEAST OF
 JU4214'THE CENTERLINE OF FARRAGUT AVENUE, 28.8 M (94.5 FT) SOUTH OF A 36
 JU4214'INCH OAK TREE, 5.1 M (16.7 FT) SOUTHEAST OF A 16 INCH MAPLE TREE, 6.7
 JU4214'M (22.0 FT) NORTHWEST OF A 16 INCH MAPLE TREE, 5.5 M (18.0 FT) SOUTH
 JU4214'OF A PARK BENCH, 39.2 M (128.6 FT) SOUTHWEST OF THE CENTER COLUMN OF
 JU4214'A GAZEBO AND FLUSH WITH THE GROUND.
 JU4214
 JU4214                          STATION RECOVERY (2004)
 JU4214
 JU4214'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2004 (WM)
 JU4214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2455 ***********************************************************************
 JU2455  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2455  DESIGNATION -  853 4540 D TIDAL
 JU2455  PID         -  JU2455
 JU2455  STATE/COUNTY-  NJ/ATLANTIC
 JU2455  USGS QUAD   -  PLEASANTVILLE (1994)
 JU2455
 JU2455                         *CURRENT SURVEY CONTROL
 JU2455  ___________________________________________________________________
 JU2455* NAD 83(1986)-  39 25 21.     (N)    074 30 00.     (W)     SCALED    
 JU2455* NAVD 88     -         1.614  (meters)       5.30   (feet)  ADJUSTED  
 JU2455  ___________________________________________________________________
 JU2455  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JU2455  DYNAMIC HT  -           1.614 (meters)       5.30  (feet)  COMP
 JU2455  MODELED GRAV-     980,119.5   (mgal)                       NAVD 88
 JU2455
 JU2455  VERT ORDER  -  FIRST     CLASS II
 JU2455
 JU2455.The horizontal coordinates were scaled from a topographic map and have
 JU2455.an estimated accuracy of +/- 6 seconds.
 JU2455
 JU2455.The orthometric height was determined by differential leveling
 JU2455.and adjusted by the National Geodetic Survey in March 2001..
 JU2455.No vertical observational check was made to the station.
 JU2455
 JU2455.This Tidal Bench Mark is designated as VM 2697
 JU2455.by the Center for Operational Oceanographic Products and Services.
 JU2455
 JU2455.The geoid height was determined by GEOID03.
 JU2455
 JU2455.The dynamic height is computed by dividing the NAVD 88
 JU2455.geopotential number by the normal gravity value computed on the
 JU2455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2455.degrees latitude (g = 980.6199 gals.).
 JU2455
 JU2455.The modeled gravity was interpolated from observed gravity values.
 JU2455
 JU2455;                    North         East    Units  Estimated Accuracy
 JU2455;SPC NJ       -    65,400.      150,000.      MT  (+/- 180 meters Scaled)
 JU2455
 JU2455                          SUPERSEDED SURVEY CONTROL
 JU2455
 JU2455  NAVD 88 (06/15/91)    1.619  (m)            5.31   (f) UNKNOWN     1 2
 JU2455  NGVD 29 (01/10/92)    2.007  (m)            6.58   (f) ADJUSTED    1 2
 JU2455
 JU2455.Superseded values are not recommended for survey control.
 JU2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2455.See file dsdata.txt to determine how the superseded data were derived.
 JU2455
 JU2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ430637(NAD 83)
 JU2455_MARKER: DJ = TIDAL STATION DISK
 JU2455_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JU2455_SP_SET: BRIDGE WALL
 JU2455_STAMPING: 4540 D 1977
 JU2455_MARK LOGO: NOS   
 JU2455_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2455+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1997
 JU2455
 JU2455  HISTORY     - Date     Condition        Report By
 JU2455  HISTORY     - 1977     MONUMENTED       PORTER
 JU2455  HISTORY     - 1979     GOOD             NGS
 JU2455  HISTORY     - 19970925 GOOD             NJGS
 JU2455  HISTORY     - 20020612 GOOD             USGS
 JU2455  HISTORY     - 20030926 GOOD             USGS
 JU2455
 JU2455                          STATION DESCRIPTION
 JU2455
 JU2455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2455'0.45 MI SE FROM ABSECON.
 JU2455'AT ABSECON, ABOUT 0.45 MILE SOUTHEAST ALONG U.S. HIGHWAY 30 FROM ITS
 JU2455'INTERSECTION WITH U.S. HIGHWAY 9 TO THE HIGHWAY 30 AND SOUTH SHORE
 JU2455'ROAD BRIDGE OVER ABSECON CREEK, THE MARK IS A STANDARD NOS BENCH
 JU2455'MARK DISK SET ON TOP OF AN ABANDONED STONE BRIDGE ABUTMENT WALL ON
 JU2455'THE NORTHWEST SIDE OF THE CREEK, 80.0 FEET SOUTHEAST OF THE SOUTHEAST
 JU2455'CORNER OF THE PHILLIPS GAS STATION, A 1-STORY CONCRETE BLOCK
 JU2455'BUILDING, 59.3 FEET SUTH OF WOOD UTILITY POLE NUMBER P 41984, 76.8
 JU2455'FEET WEST OF THE NEW BRIDGE WEST FACE, 6.5 FEET NORTH OF THE SOUTH
 JU2455'FACE OF THE OLD ABUTMENT, 3.5 FEET EAST OF THE WEST FACE OF THE STONE
 JU2455'ABUTMENT, AND SET ABOUT 6 FEET ABOVE THE HIGH WATERLINE.
 JU2455
 JU2455                          STATION RECOVERY (1997)
 JU2455
 JU2455'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU2455'RECOVERED AS DESCRIBED.
 JU2455
 JU2455                          STATION RECOVERY (2002)
 JU2455
 JU2455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 JU2455'RECOVERED IN GOOD CONDITION.
 JU2455
 JU2455                          STATION RECOVERY (2003)
 JU2455
 JU2455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 JU2455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2456 ***********************************************************************
 JU2456  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2456  DESIGNATION -  853 4540 E TIDAL
 JU2456  PID         -  JU2456
 JU2456  STATE/COUNTY-  NJ/ATLANTIC
 JU2456  USGS QUAD   -  PLEASANTVILLE (1994)
 JU2456
 JU2456                         *CURRENT SURVEY CONTROL
 JU2456  ___________________________________________________________________
 JU2456* NAD 83(1986)-  39 25 21.     (N)    074 29 59.     (W)     SCALED    
 JU2456* NAVD 88     -         2.713  (meters)       8.90   (feet)  ADJUSTED  
 JU2456  ___________________________________________________________________
 JU2456  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JU2456  DYNAMIC HT  -           2.711 (meters)       8.89  (feet)  COMP
 JU2456  MODELED GRAV-     980,119.5   (mgal)                       NAVD 88
 JU2456
 JU2456  VERT ORDER  -  FIRST     CLASS II
 JU2456
 JU2456.The horizontal coordinates were scaled from a topographic map and have
 JU2456.an estimated accuracy of +/- 6 seconds.
 JU2456
 JU2456.The orthometric height was determined by differential leveling
 JU2456.and adjusted by the National Geodetic Survey in June 1991..
 JU2456
 JU2456.This Tidal Bench Mark is designated as VM 2698
 JU2456.by the Center for Operational Oceanographic Products and Services.
 JU2456
 JU2456.The geoid height was determined by GEOID03.
 JU2456
 JU2456.The dynamic height is computed by dividing the NAVD 88
 JU2456.geopotential number by the normal gravity value computed on the
 JU2456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2456.degrees latitude (g = 980.6199 gals.).
 JU2456
 JU2456.The modeled gravity was interpolated from observed gravity values.
 JU2456
 JU2456;                    North         East    Units  Estimated Accuracy
 JU2456;SPC NJ       -    65,400.      150,020.      MT  (+/- 180 meters Scaled)
 JU2456
 JU2456                          SUPERSEDED SURVEY CONTROL
 JU2456
 JU2456  NGVD 29 (01/10/92)    3.102  (m)           10.18   (f) ADJUSTED    1 2
 JU2456
 JU2456.Superseded values are not recommended for survey control.
 JU2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2456.See file dsdata.txt to determine how the superseded data were derived.
 JU2456
 JU2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ430637(NAD 83)
 JU2456_MARKER: DJ = TIDAL STATION DISK
 JU2456_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU2456_SP_SET: BRIDGE ABUTMENT
 JU2456_STAMPING: 4540 E 1977
 JU2456_MARK LOGO: NOS   
 JU2456_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2456+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1997
 JU2456
 JU2456  HISTORY     - Date     Condition        Report By
 JU2456  HISTORY     - 1977     MONUMENTED       PORTER
 JU2456  HISTORY     - 1979     GOOD             NGS
 JU2456  HISTORY     - 19970925 GOOD             NJGS
 JU2456  HISTORY     - 20020612 GOOD             USGS
 JU2456  HISTORY     - 20030926 GOOD             USGS
 JU2456
 JU2456                          STATION DESCRIPTION
 JU2456
 JU2456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2456'0.45 MI SE FROM ABSECON.
 JU2456'APPROXIMATELY 0.45 MILE SOUTHEAST ALONG U.S HIGHWAY 30 FROM ITS
 JU2456'INTERSECTION WITH U.S. HIGHWAY 9 TO THE HIGHWAY 30 AND SOUTH SHORE
 JU2456'ROAD BRIDGE OVER ABSECON  REEK, THE MARK IS A STANDARD NOS BENCH
 JU2456'MARK DISK SET ON TOP OF THE SOUTHEAST CONCRETE ABUTMENT WALL, ON THE
 JU2456'SOUTHEAST SIDE OF THE CREEK, 12.9 FEET SOUTHWEST ALONG THE WALL FROM
 JU2456'THE SOUTH CURB OF U.S. HIGHWAY 30, ABSECON BOULEVARD, 15.9 FEET
 JU2456'SOUTHWEST OF THE HYDRANT, 35.2 FEET WEST OF WOOD UTILITY POLE NUMBER
 JU2456'P 3312, 16.6 FEET NORTHEAST OF THE SOUTH END OF THE ABUTMENT, SET
 JU2456'ABOUT 6 FEET ABOVE THE HIGH WATERLINE, AND LOCATED DIRECTLY ACROSS
 JU2456'THE CREEK FROM BENCH MARK 4540 D.
 JU2456'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 JU2456
 JU2456                          STATION RECOVERY (1997)
 JU2456
 JU2456'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU2456'RECOVERED AS DESCRIBED.
 JU2456
 JU2456                          STATION RECOVERY (2002)
 JU2456
 JU2456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 JU2456'RECOVERED IN GOOD CONDITION.
 JU2456
 JU2456                          STATION RECOVERY (2003)
 JU2456
 JU2456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 JU2456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2457 ***********************************************************************
 JU2457  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2457  DESIGNATION -  853 4540 F TIDAL PORTER
 JU2457  PID         -  JU2457
 JU2457  STATE/COUNTY-  NJ/ATLANTIC
 JU2457  USGS QUAD   -  OCEANVILLE (1989)
 JU2457
 JU2457                         *CURRENT SURVEY CONTROL
 JU2457  ___________________________________________________________________
 JU2457* NAD 83(1986)-  39 25 21.     (N)    074 29 58.     (W)     SCALED    
 JU2457* NAVD 88     -         2.226  (meters)       7.30   (feet)  ADJUSTED  
 JU2457  ___________________________________________________________________
 JU2457  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JU2457  DYNAMIC HT  -           2.225 (meters)       7.30  (feet)  COMP
 JU2457  MODELED GRAV-     980,119.6   (mgal)                       NAVD 88
 JU2457
 JU2457  VERT ORDER  -  FIRST     CLASS II
 JU2457
 JU2457.The horizontal coordinates were scaled from a topographic map and have
 JU2457.an estimated accuracy of +/- 6 seconds.
 JU2457
 JU2457.The orthometric height was determined by differential leveling
 JU2457.and adjusted by the National Geodetic Survey in June 1991..
 JU2457
 JU2457.This Tidal Bench Mark is designated as VM 2699
 JU2457.by the Center for Operational Oceanographic Products and Services.
 JU2457
 JU2457.The geoid height was determined by GEOID03.
 JU2457
 JU2457.The dynamic height is computed by dividing the NAVD 88
 JU2457.geopotential number by the normal gravity value computed on the
 JU2457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2457.degrees latitude (g = 980.6199 gals.).
 JU2457
 JU2457.The modeled gravity was interpolated from observed gravity values.
 JU2457
 JU2457;                    North         East    Units  Estimated Accuracy
 JU2457;SPC NJ       -    65,400.      150,050.      MT  (+/- 180 meters Scaled)
 JU2457
 JU2457                          SUPERSEDED SURVEY CONTROL
 JU2457
 JU2457  NGVD 29 (01/10/92)    2.615  (m)            8.58   (f) ADJUSTED    1 2
 JU2457
 JU2457.Superseded values are not recommended for survey control.
 JU2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2457.See file dsdata.txt to determine how the superseded data were derived.
 JU2457
 JU2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ430637(NAD 83)
 JU2457_MARKER: DJ = TIDAL STATION DISK
 JU2457_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2457_SP_SET: COPPER-CLAD STEEL ROD
 JU2457_STAMPING: 4540 F 1977
 JU2457_PROJECTION: FLUSH
 JU2457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2457_ROD/PIPE-DEPTH: 15.2 meters
 JU2457
 JU2457  HISTORY     - Date     Condition        Report By
 JU2457  HISTORY     - 1977     MONUMENTED       PORTER
 JU2457  HISTORY     - 1979     GOOD             NGS
 JU2457  HISTORY     - 20020612 MARK NOT FOUND   USGS
 JU2457
 JU2457                          STATION DESCRIPTION
 JU2457
 JU2457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2457'0.5 MI SE FROM ABSECON.
 JU2457'APPROXIMATELY 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 30 FROM ITS
 JU2457'INTERSECTION WITH U.S. HIGHWAY 9 AT ABSECON, TO THE INTERSECTION OF
 JU2457'U.S. HIGHWAY 30 AND SOUTH SHORE ROAD, AND AN AMOCO GAS STATION,
 JU2457'THE MARK IS A STANDARD NOS BENCH MARK DISK SET ON TOP OF A 5/8 INCH
 JU2457'DIAM. COPER-COATED STEEL ROD DRIVEN 50 FEET, ABOUT 200 FEET SOUTHEAST
 JU2457'OF BENCH MARK 4540 E, 112.6 FEET SOUTH OF THE TIP OF THE CURB OF
 JU2457'THE SOUTHEAST CORNER OF THE INTERSECTION OF SOUTH SHORE ROAD AND
 JU2457'U.S. HIGHWAY 30, ABSECON AOULEVARD, 5.2 FEET SOUTHWEST OF THE
 JU2457'SOUTHWEST CURB OF HIGHWAY 30, 3.6 FEET SOUTHWEST OF WOOD UTILITY
 JU2457'POLE NUMBER P 13552, 57.2 FEET NORTHEAST OF THE NORTHEAST CORNER
 JU2457'OF THE SERVICE STATION, AND SET ABOUT 2 INCHES BELOW GROUND.
 JU2457'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 JU2457'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2457
 JU2457                          STATION RECOVERY (2002)
 JU2457
 JU2457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 JU2457'MARK NOT FOUND - POLE P13552 HAS BEEN MOVED, NEW CURB, 15 MINUTE
 JU2457'SEARCH BY 2 PERSON PARTY UNABLE TO LOCATE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2458 ***********************************************************************
 JU2458  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2458  DESIGNATION -  853 4540 G TIDAL PORTER
 JU2458  PID         -  JU2458
 JU2458  STATE/COUNTY-  NJ/ATLANTIC
 JU2458  USGS QUAD   -  OCEANVILLE (1989)
 JU2458
 JU2458                         *CURRENT SURVEY CONTROL
 JU2458  ___________________________________________________________________
 JU2458* NAD 83(1986)-  39 25 19.     (N)    074 29 57.     (W)     SCALED    
 JU2458* NAVD 88     -         1.782  (meters)       5.85   (feet)  ADJUSTED  
 JU2458  ___________________________________________________________________
 JU2458  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JU2458  DYNAMIC HT  -           1.781 (meters)       5.84  (feet)  COMP
 JU2458  MODELED GRAV-     980,119.5   (mgal)                       NAVD 88
 JU2458
 JU2458  VERT ORDER  -  FIRST     CLASS II
 JU2458
 JU2458.The horizontal coordinates were scaled from a topographic map and have
 JU2458.an estimated accuracy of +/- 6 seconds.
 JU2458
 JU2458.The orthometric height was determined by differential leveling
 JU2458.and adjusted by the National Geodetic Survey in June 1991..
 JU2458
 JU2458.This Tidal Bench Mark is designated as VM 2700
 JU2458.by the Center for Operational Oceanographic Products and Services.
 JU2458
 JU2458.The geoid height was determined by GEOID03.
 JU2458
 JU2458.The dynamic height is computed by dividing the NAVD 88
 JU2458.geopotential number by the normal gravity value computed on the
 JU2458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2458.degrees latitude (g = 980.6199 gals.).
 JU2458
 JU2458.The modeled gravity was interpolated from observed gravity values.
 JU2458
 JU2458;                    North         East    Units  Estimated Accuracy
 JU2458;SPC NJ       -    65,340.      150,070.      MT  (+/- 180 meters Scaled)
 JU2458
 JU2458                          SUPERSEDED SURVEY CONTROL
 JU2458
 JU2458  NGVD 29 (01/10/92)    2.171  (m)            7.12   (f) ADJUSTED    1 2
 JU2458
 JU2458.Superseded values are not recommended for survey control.
 JU2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2458.See file dsdata.txt to determine how the superseded data were derived.
 JU2458
 JU2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ431637(NAD 83)
 JU2458_MARKER: DJ = TIDAL STATION DISK
 JU2458_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2458_SP_SET: COPPER-CLAD STEEL ROD
 JU2458_STAMPING: 4540 G 1977
 JU2458_PROJECTION: FLUSH
 JU2458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2458_ROD/PIPE-DEPTH: 15.2 meters
 JU2458
 JU2458  HISTORY     - Date     Condition        Report By
 JU2458  HISTORY     - 1977     MONUMENTED       PORTER
 JU2458  HISTORY     - 1979     GOOD             NGS
 JU2458
 JU2458                          STATION DESCRIPTION
 JU2458
 JU2458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2458'0.55 MI SE FROM ABSECON.
 JU2458'AT ABSECON, APPROXIMATELY 0.55 MILE SOUTHEAST ALONG U.S. HIGHWAY 30
 JU2458'FROM ITS INTERSECTION WITH U.S. HIGHWAY 9 APPROXIMATELY 400 FEET
 JU2458'SOUTHEAST F BENCH MARK 4540 F, THE MARK IS A STANDARD NOS BENCH
 JU2458'MARK DISK SET ON TOP OF A 5/8 INCH DIAM. COPPER-COATED STEEL ROD
 JU2458'DRIVEN 50 FEET, 41.0 FEET SOUTHWEST OF THE CENTERLINE OF U.S.HIGHWAY
 JU2458'30, ABSSCON, AOULEVARD, 5.3 FEET NORTHWEST OF WOOD UTILITY POLE
 JU2458'NUMBER 43-2 49, 118.5 FEET SOUTHEAST OF WOOD UTILITY POLE NUMBER
 JU2458'P 13953, AND SET 2 INCHES BELOW GROUND.
 JU2458'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 JU2458'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2459 ***********************************************************************
 JU2459  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2459  DESIGNATION -  853 4540 H TIDAL PORTER
 JU2459  PID         -  JU2459
 JU2459  STATE/COUNTY-  NJ/ATLANTIC
 JU2459  USGS QUAD   -  OCEANVILLE (1989)
 JU2459
 JU2459                         *CURRENT SURVEY CONTROL
 JU2459  ___________________________________________________________________
 JU2459* NAD 83(1986)-  39 25 16.     (N)    074 29 54.     (W)     SCALED    
 JU2459* NAVD 88     -         1.490  (meters)       4.89   (feet)  ADJUSTED  
 JU2459  ___________________________________________________________________
 JU2459  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JU2459  DYNAMIC HT  -           1.490 (meters)       4.89  (feet)  COMP
 JU2459  MODELED GRAV-     980,119.3   (mgal)                       NAVD 88
 JU2459
 JU2459  VERT ORDER  -  FIRST     CLASS II
 JU2459
 JU2459.The horizontal coordinates were scaled from a topographic map and have
 JU2459.an estimated accuracy of +/- 6 seconds.
 JU2459
 JU2459.The orthometric height was determined by differential leveling
 JU2459.and adjusted by the National Geodetic Survey in June 1991..
 JU2459
 JU2459.This Tidal Bench Mark is designated as VM 2701
 JU2459.by the Center for Operational Oceanographic Products and Services.
 JU2459
 JU2459.The geoid height was determined by GEOID03.
 JU2459
 JU2459.The dynamic height is computed by dividing the NAVD 88
 JU2459.geopotential number by the normal gravity value computed on the
 JU2459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2459.degrees latitude (g = 980.6199 gals.).
 JU2459
 JU2459.The modeled gravity was interpolated from observed gravity values.
 JU2459
 JU2459;                    North         East    Units  Estimated Accuracy
 JU2459;SPC NJ       -    65,250.      150,140.      MT  (+/- 180 meters Scaled)
 JU2459
 JU2459                          SUPERSEDED SURVEY CONTROL
 JU2459
 JU2459  NGVD 29 (01/10/92)    1.880  (m)            6.17   (f) ADJUSTED    1 2
 JU2459
 JU2459.Superseded values are not recommended for survey control.
 JU2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2459.See file dsdata.txt to determine how the superseded data were derived.
 JU2459
 JU2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ431636(NAD 83)
 JU2459_MARKER: DJ = TIDAL STATION DISK
 JU2459_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2459_SP_SET: COPPER-CLAD STEEL ROD
 JU2459_STAMPING: 4540 H 1977
 JU2459_PROJECTION: FLUSH
 JU2459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2459_ROD/PIPE-DEPTH: 15.2 meters
 JU2459
 JU2459  HISTORY     - Date     Condition        Report By
 JU2459  HISTORY     - 1977     MONUMENTED       PORTER
 JU2459  HISTORY     - 1979     GOOD             NGS
 JU2459
 JU2459                          STATION DESCRIPTION
 JU2459
 JU2459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2459'0.6 MI SE FROM ABSECON.
 JU2459'APPROXIMATELY 0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 30 FROM ITS
 JU2459'INTERSECTION WITH U.S. HIGHWAY 9 AT ABSECON, TO A STEEL TRAFFIC
 JU2459'SIGN ON THE NORTHEAST SIDE OF U.S. HIGHWAY 30, 269.0 FEET SOUTHEAST
 JU2459'OF BENCH MARK 4540 G, THE MARK IS A STANDARD NOS BENCH MARK DISK
 JU2459'SET ON TOP OF A 5/8 INCH DIAM. COPPER-COATED STEEL ROD DRIVEN 50
 JU2459'FEET, 12.9 FEET NORTHEAST OF THE NORTHEAST CURB OF HIGHWAY 30, 47.6
 JU2459'FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 30. 6.0 FEET EAST OF THE
 JU2459'EAST LEG OF THE STEEL SIGN, 179.2 FEET SOUTHEAST OF A CATCH BASIN,
 JU2459'85.7 FEET NORTHEAST OF WOOD UTILITY POLE NUMBER P 13557, AND SET
 JU2459'2 INCHES BELOW GROUND.
 JU2459'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 JU2459'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4082 ***********************************************************************
 JU4082  TIDAL BM    -  This is a Tidal Bench Mark.
 JU4082  DESIGNATION -  853 4638 A TIDAL
 JU4082  PID         -  JU4082
 JU4082  STATE/COUNTY-  NJ/ATLANTIC
 JU4082  USGS QUAD   -  OCEANVILLE (1989)
 JU4082
 JU4082                         *CURRENT SURVEY CONTROL
 JU4082  ___________________________________________________________________
 JU4082* NAD 83(1986)-  39 23 06.     (N)    074 25 28.     (W)     SCALED    
 JU4082* NAVD 88     -         2.821  (meters)       9.26   (feet)  ADJUSTED  
 JU4082  ___________________________________________________________________
 JU4082  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JU4082  DYNAMIC HT  -           2.820 (meters)       9.25  (feet)  COMP
 JU4082  MODELED GRAV-     980,110.7   (mgal)                       NAVD 88
 JU4082
 JU4082  VERT ORDER  -  FIRST     CLASS II
 JU4082
 JU4082.The horizontal coordinates were scaled from a topographic map and have
 JU4082.an estimated accuracy of +/- 6 seconds.
 JU4082
 JU4082.The orthometric height was determined by differential leveling
 JU4082.and adjusted by the National Geodetic Survey in June 1991..
 JU4082
 JU4082.This Tidal Bench Mark is designated as VM 2705
 JU4082.by the Center for Operational Oceanographic Products and Services.
 JU4082
 JU4082.The geoid height was determined by GEOID03.
 JU4082
 JU4082.The dynamic height is computed by dividing the NAVD 88
 JU4082.geopotential number by the normal gravity value computed on the
 JU4082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4082.degrees latitude (g = 980.6199 gals.).
 JU4082
 JU4082.The modeled gravity was interpolated from observed gravity values.
 JU4082
 JU4082;                    North         East    Units  Estimated Accuracy
 JU4082;SPC NJ       -    61,240.      156,510.      MT  (+/- 180 meters Scaled)
 JU4082
 JU4082                          SUPERSEDED SURVEY CONTROL
 JU4082
 JU4082  NGVD 29 (01/10/92)    3.225  (m)           10.58   (f) ADJUSTED    1 2
 JU4082
 JU4082.Superseded values are not recommended for survey control.
 JU4082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4082.See file dsdata.txt to determine how the superseded data were derived.
 JU4082
 JU4082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ495596(NAD 83)
 JU4082_MARKER: DJ = TIDAL STATION DISK
 JU4082_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU4082_SP_SET: BRIDGE ABUTMENT
 JU4082_STAMPING: 4638 A 1077
 JU4082_MARK LOGO: NOS   
 JU4082_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4082+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1989
 JU4082
 JU4082  HISTORY     - Date     Condition        Report By
 JU4082  HISTORY     - 1977     MONUMENTED       NOS
 JU4082  HISTORY     - 19891101 GOOD             NJGS
 JU4082  HISTORY     - 19970828 GOOD             USPSQD
 JU4082
 JU4082                          STATION DESCRIPTION
 JU4082
 JU4082'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 JU4082'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE SOUTHWEST BANK OF
 JU4082'ABSECON INLET, ON THE NORTHWEST SIDE OF OLD BRIGANTINE BOULEVARD.
 JU4082'THE STATION IS ON THE WEST END OF THE SOUTHWEST ABUTMENT OF THE
 JU4082'DEMOLISHED ROUTE 87 BRIDGE.  SAID ABUTMENT IS AT THE NORTHEAST END OF
 JU4082'THE OLD BRIGANTINE BOULEVARD, NORTHEAST OF HARRAHS CASINO.  THE
 JU4082'STATION IS 0.45 M (1.48 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 JU4082'ABUTMENT, 1.35 M (4.43 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 JU4082'ABUTMENT, 5.2 M (17.1 FT) NORTHWEST OF THE CENTERLINE OF OLD
 JU4082'BRIGANTINE BOULEVARD AND 0.2 M (0.7 FT) ABOVE THE REMAINING BRIDGE
 JU4082'DECK.  THE STATION IS IN A FENCED OFF, DISUSED RECREATIONAL AREA.
 JU4082
 JU4082                          STATION RECOVERY (1997)
 JU4082
 JU4082'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU4082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4081 ***********************************************************************
 JU4081  DESIGNATION -  853 4638 F TIDAL
 JU4081  PID         -  JU4081
 JU4081  STATE/COUNTY-  NJ/ATLANTIC
 JU4081  USGS QUAD   -  OCEANVILLE (1989)
 JU4081
 JU4081                         *CURRENT SURVEY CONTROL
 JU4081  ___________________________________________________________________
 JU4081* NAD 83(1986)-  39 23 03.     (N)    074 25 30.     (W)     SCALED    
 JU4081* NAVD 88     -         2.105  (meters)       6.91   (feet)  ADJUSTED  
 JU4081  ___________________________________________________________________
 JU4081  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JU4081  DYNAMIC HT  -           2.104 (meters)       6.90  (feet)  COMP
 JU4081  MODELED GRAV-     980,110.6   (mgal)                       NAVD 88
 JU4081
 JU4081  VERT ORDER  -  FIRST     CLASS II
 JU4081
 JU4081.The horizontal coordinates were scaled from a topographic map and have
 JU4081.an estimated accuracy of +/- 6 seconds.
 JU4081
 JU4081.The orthometric height was determined by differential leveling
 JU4081.and adjusted by the National Geodetic Survey in June 1991..
 JU4081
 JU4081.The geoid height was determined by GEOID03.
 JU4081
 JU4081.The dynamic height is computed by dividing the NAVD 88
 JU4081.geopotential number by the normal gravity value computed on the
 JU4081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4081.degrees latitude (g = 980.6199 gals.).
 JU4081
 JU4081.The modeled gravity was interpolated from observed gravity values.
 JU4081
 JU4081;                    North         East    Units  Estimated Accuracy
 JU4081;SPC NJ       -    61,150.      156,460.      MT  (+/- 180 meters Scaled)
 JU4081
 JU4081                          SUPERSEDED SURVEY CONTROL
 JU4081
 JU4081  NGVD 29 (01/10/92)    2.509  (m)            8.23   (f) ADJUSTED    1 2
 JU4081
 JU4081.Superseded values are not recommended for survey control.
 JU4081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4081.See file dsdata.txt to determine how the superseded data were derived.
 JU4081
 JU4081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ495595(NAD 83)
 JU4081_MARKER: DJ = TIDAL STATION DISK
 JU4081_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 JU4081_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 JU4081_STAMPING: 4638 F 1982
 JU4081_MARK LOGO: NOS   
 JU4081_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4081+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1989
 JU4081
 JU4081  HISTORY     - Date     Condition        Report By
 JU4081  HISTORY     - 1982     MONUMENTED       NOS
 JU4081  HISTORY     - 19891103 GOOD             NJGS
 JU4081
 JU4081                          STATION DESCRIPTION
 JU4081
 JU4081'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 JU4081'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE NORTHEAST SIDE OF
 JU4081'VERMONT AVENUE.  TO REACH THE STATION FROM THE JUNCTION OF BRIGANTINE
 JU4081'BOULEVARD, STATE HIGHWAY ROUTE 87, AND HURON AVENUE AND MARYLAND
 JU4081'AVENUE, GO NORTH ON ROUTE 87 TOWARD BRIGANTINE, KEEPING RIGHT TAKE
 JU4081'THE U TURN TO HARRAHS CASINO AND OLD BRIGANTINE BOULEVARD.  THE
 JU4081'PORTION OF THE U TURN UNDER THE BRIDGE IS VERMONT AVENUE.  THE
 JU4081'STATION IS ON THE RIGHT UNDER THE WEST SIDE OF THE ROUTE 87 BRIDGE.
 JU4081'IT IS 1.1 M (3.6 FT) NORTHEAST OF THE NORTHEAST CURB OF VERMONT
 JU4081'AVENUE, 11.1 M (36.4 FT) NORTHEAST OF POLE NUMBER A 17915, 1.15 M
 JU4081'(3.77 FT) SOUTHWEST OF THE SOUTHWEST FACE OF A METAL GUARD RAIL.  THE
 JU4081'DISK IS SET ON A ROD IN A PVC PIPE SURROUNDED BY A CONCRETE COLLAR
 JU4081'AND THE DISK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2420 ***********************************************************************
 JU2420  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2420  DESIGNATION -  853 4657 A TIDAL
 JU2420  PID         -  JU2420
 JU2420  STATE/COUNTY-  NJ/ATLANTIC
 JU2420  USGS QUAD   -  PLEASANTVILLE (1994)
 JU2420
 JU2420                         *CURRENT SURVEY CONTROL
 JU2420  ___________________________________________________________________
 JU2420* NAD 83(1986)-  39 22 59.     (N)    074 31 07.     (W)     SCALED    
 JU2420* NAVD 88     -         1.170  (meters)       3.84   (feet)  ADJUSTED  
 JU2420  ___________________________________________________________________
 JU2420  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JU2420  DYNAMIC HT  -           1.169 (meters)       3.84  (feet)  COMP
 JU2420  MODELED GRAV-     980,113.0   (mgal)                       NAVD 88
 JU2420
 JU2420  VERT ORDER  -  FIRST     CLASS II
 JU2420
 JU2420.The horizontal coordinates were scaled from a topographic map and have
 JU2420.an estimated accuracy of +/- 6 seconds.
 JU2420
 JU2420.The orthometric height was determined by differential leveling
 JU2420.and adjusted by the National Geodetic Survey in June 1991..
 JU2420
 JU2420.This Tidal Bench Mark is designated as VM 2714
 JU2420.by the Center for Operational Oceanographic Products and Services.
 JU2420
 JU2420.The geoid height was determined by GEOID03.
 JU2420
 JU2420.The dynamic height is computed by dividing the NAVD 88
 JU2420.geopotential number by the normal gravity value computed on the
 JU2420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2420.degrees latitude (g = 980.6199 gals.).
 JU2420
 JU2420.The modeled gravity was interpolated from observed gravity values.
 JU2420
 JU2420;                    North         East    Units  Estimated Accuracy
 JU2420;SPC NJ       -    61,020.      148,400.      MT  (+/- 180 meters Scaled)
 JU2420
 JU2420                          SUPERSEDED SURVEY CONTROL
 JU2420
 JU2420  NGVD 29 (01/10/92)    1.562  (m)            5.12   (f) ADJUSTED    1 2
 JU2420
 JU2420.Superseded values are not recommended for survey control.
 JU2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2420.See file dsdata.txt to determine how the superseded data were derived.
 JU2420
 JU2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ414593(NAD 83)
 JU2420_MARKER: DJ = TIDAL STATION DISK
 JU2420_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2420_SP_SET: GALVANIZED STEEL ROD
 JU2420_STAMPING: 4657 A 1977
 JU2420_PROJECTION: RECESSED 5 CENTIMETERS
 JU2420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2420+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2001
 JU2420_ROD/PIPE-DEPTH: 15.2 meters
 JU2420
 JU2420  HISTORY     - Date     Condition        Report By
 JU2420  HISTORY     - 1977     MONUMENTED       NOS
 JU2420  HISTORY     - 1979     GOOD             NGS
 JU2420  HISTORY     - 20011017 GOOD             NJDEP
 JU2420
 JU2420                          STATION DESCRIPTION
 JU2420
 JU2420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2420'IN PLEASANTVILLE.
 JU2420'APPROXIMATELY 0.50 MILE SOUTHEAST ALONG EAST BAYVIEW AVENUE FROM ITS
 JU2420'INTERSECTION WITH SHORE ROAD, COUNTY ROUTE 585 AT PLEASANTVILLE,
 JU2420'TO THE PARKING AREA AT THE MUMICIPAL YACHT BASIN, THE MARK IS A
 JU2420'STANDARD NOS BENCH MARK DISK SET ON TOP OF A 5/8 INCH GALVANIZED
 JU2420'STEEL ROD DRIVEN 50 FEET, 5.4 FEET NORTHEAST OF WOOD UTILITY POLE
 JU2420'NUMBER P 27035, 6.8 FEET
 JU2420'SOUTHEAST OF THE CURB OF THE PARKING AREA, 49.2 FEET SOUTHWEST OF
 JU2420'A VERTICAL STEEL STANDPIPE PROJECTING ABOVE AND OVER THE WOODEN
 JU2420'BULKHEAD, 22.4 FEET WEST OF SAME WOODEN BULKHEAD, 17.0 FEET NORTHWEST
 JU2420'OF WOOD UTILITY POLE NUMBER P 45713, AND SET 2 INCHES BELOW GROUND
 JU2420'LEVEL.
 JU2420'THE MARK IS 1 FT  W FROM A WITNESS POST.
 JU2420'THE MARK IS ABOVE LEVEL WITH ROAD.
 JU2420
 JU2420                          STATION RECOVERY (2001)
 JU2420
 JU2420'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2001 (BMC)
 JU2420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2421 ***********************************************************************
 JU2421  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2421  DESIGNATION -  853 4657 B TIDAL
 JU2421  PID         -  JU2421
 JU2421  STATE/COUNTY-  NJ/ATLANTIC
 JU2421  USGS QUAD   -  PLEASANTVILLE (1994)
 JU2421
 JU2421                         *CURRENT SURVEY CONTROL
 JU2421  ___________________________________________________________________
 JU2421* NAD 83(1986)-  39 23 01.     (N)    074 31 09.     (W)     SCALED    
 JU2421* NAVD 88     -         1.081  (meters)       3.55   (feet)  ADJUSTED  
 JU2421  ___________________________________________________________________
 JU2421  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JU2421  DYNAMIC HT  -           1.080 (meters)       3.54  (feet)  COMP
 JU2421  MODELED GRAV-     980,113.1   (mgal)                       NAVD 88
 JU2421
 JU2421  VERT ORDER  -  FIRST     CLASS II
 JU2421
 JU2421.The horizontal coordinates were scaled from a topographic map and have
 JU2421.an estimated accuracy of +/- 6 seconds.
 JU2421
 JU2421.The orthometric height was determined by differential leveling
 JU2421.and adjusted by the National Geodetic Survey in June 1991..
 JU2421
 JU2421.This Tidal Bench Mark is designated as VM 2715
 JU2421.by the Center for Operational Oceanographic Products and Services.
 JU2421
 JU2421.The geoid height was determined by GEOID03.
 JU2421
 JU2421.The dynamic height is computed by dividing the NAVD 88
 JU2421.geopotential number by the normal gravity value computed on the
 JU2421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2421.degrees latitude (g = 980.6199 gals.).
 JU2421
 JU2421.The modeled gravity was interpolated from observed gravity values.
 JU2421
 JU2421;                    North         East    Units  Estimated Accuracy
 JU2421;SPC NJ       -    61,090.      148,350.      MT  (+/- 180 meters Scaled)
 JU2421
 JU2421                          SUPERSEDED SURVEY CONTROL
 JU2421
 JU2421  NGVD 29 (01/10/92)    1.472  (m)            4.83   (f) ADJUSTED    1 2
 JU2421
 JU2421.Superseded values are not recommended for survey control.
 JU2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2421.See file dsdata.txt to determine how the superseded data were derived.
 JU2421
 JU2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ414594(NAD 83)
 JU2421_MARKER: DJ = TIDAL STATION DISK
 JU2421_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2421_SP_SET: GALVANIZED STEEL ROD
 JU2421_STAMPING: 853-4657 B 1977
 JU2421_PROJECTION: RECESSED 8 CENTIMETERS
 JU2421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2421_ROD/PIPE-DEPTH: 15.2 meters
 JU2421
 JU2421  HISTORY     - Date     Condition        Report By
 JU2421  HISTORY     - 1977     MONUMENTED       NOS
 JU2421  HISTORY     - 1979     GOOD             NGS
 JU2421
 JU2421                          STATION DESCRIPTION
 JU2421
 JU2421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2421'IN PLEASANTVILLE.
 JU2421'APPROXIMATELY 0.45 MILE SOUTHEAST ALONG EAST BAYVIEW AVENUE FROM ITS
 JU2421'INTERSECTION WITH SHORE ROAD, COUNTY ROUTE 585 AT PLEASANTVILL,
 JU2421'TO HOUSE NUMBER 33 EAST BAYVIEW AVENUE, THE MARK IS A STANDARD
 JU2421'NOS BENCH MARK DISK SET ON TOP OF A 5/8 INCH GALVANIZED STEEL ROD
 JU2421'DRIVEN 50 FEET, 54.7 FEET NORTHEAST OF WOOD UTILITY POLE NUMBER
 JU2421'11548, 31.2 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A 2-STORY
 JU2421'WOOD FRAME HOUSE NUMBER 33 EAST BAYVIEW AVENUE, 8.0 FEET WEST OF
 JU2421'WOOD UTILITY POLE NUMBER 45, 19.6 FEET NORTH OF THE CENTERLINE OF
 JU2421'EAST BAYVIEW AVENUE, AND SET 3 INCHES BELOW GROUND LEVEL. IT IS
 JU2421'293.9 FEET NORTHWEST OF BENCH MARK 4657 A.
 JU2421'THE MARK IS 1 FT  W FROM A WITNESS POST.
 JU2421'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2422 ***********************************************************************
 JU2422  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2422  DESIGNATION -  853 4657 C TIDAL
 JU2422  PID         -  JU2422
 JU2422  STATE/COUNTY-  NJ/ATLANTIC
 JU2422  USGS QUAD   -  PLEASANTVILLE (1994)
 JU2422
 JU2422                         *CURRENT SURVEY CONTROL
 JU2422  ___________________________________________________________________
 JU2422* NAD 83(1986)-  39 23 01.     (N)    074 31 13.     (W)     SCALED    
 JU2422* NAVD 88     -         1.204  (meters)       3.95   (feet)  ADJUSTED  
 JU2422  ___________________________________________________________________
 JU2422  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JU2422  DYNAMIC HT  -           1.204 (meters)       3.95  (feet)  COMP
 JU2422  MODELED GRAV-     980,113.2   (mgal)                       NAVD 88
 JU2422
 JU2422  VERT ORDER  -  FIRST     CLASS II
 JU2422
 JU2422.The horizontal coordinates were scaled from a topographic map and have
 JU2422.an estimated accuracy of +/- 6 seconds.
 JU2422
 JU2422.The orthometric height was determined by differential leveling
 JU2422.and adjusted by the National Geodetic Survey in June 1991..
 JU2422
 JU2422.This Tidal Bench Mark is designated as VM 2716
 JU2422.by the Center for Operational Oceanographic Products and Services.
 JU2422
 JU2422.The geoid height was determined by GEOID03.
 JU2422
 JU2422.The dynamic height is computed by dividing the NAVD 88
 JU2422.geopotential number by the normal gravity value computed on the
 JU2422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2422.degrees latitude (g = 980.6199 gals.).
 JU2422
 JU2422.The modeled gravity was interpolated from observed gravity values.
 JU2422
 JU2422;                    North         East    Units  Estimated Accuracy
 JU2422;SPC NJ       -    61,090.      148,250.      MT  (+/- 180 meters Scaled)
 JU2422
 JU2422                          SUPERSEDED SURVEY CONTROL
 JU2422
 JU2422  NGVD 29 (01/10/92)    1.596  (m)            5.24   (f) ADJUSTED    1 2
 JU2422
 JU2422.Superseded values are not recommended for survey control.
 JU2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2422.See file dsdata.txt to determine how the superseded data were derived.
 JU2422
 JU2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ413594(NAD 83)
 JU2422_MARKER: DJ = TIDAL STATION DISK
 JU2422_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2422_SP_SET: GALVANIZED STEEL ROD
 JU2422_STAMPING: 4657 C 1977
 JU2422_PROJECTION: RECESSED 5 CENTIMETERS
 JU2422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2422_ROD/PIPE-DEPTH: 15.2 meters
 JU2422
 JU2422  HISTORY     - Date     Condition        Report By
 JU2422  HISTORY     - 1977     MONUMENTED       NOS
 JU2422  HISTORY     - 1979     GOOD             NGS
 JU2422
 JU2422                          STATION DESCRIPTION
 JU2422
 JU2422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2422'IN PLEASANTVILLE.
 JU2422'APPROXIMATELY 0.40 MILE SOUTHEAST ALONG EAST BAYVIEW AVENUE FROM ITS
 JU2422'INTERSECTION WITH SHORE ROAD, COUNTY ROUTE 585 AT PLEASANTVILLE,
 JU2422'TO HOUSE NUMBER 313 EAST BAYVIEW AVENUE, THE MARK IS A STANDARD
 JU2422'NOS BENCH MARK DISK SET ON TOP OF A 5/8 INCH GALVANIZED STEEL ROD
 JU2422'DRIVEN 50 FEET, 4.8 FEET NORTH OF A 4.0 FEET HIGH CINDER BLOCK WALL,
 JU2422'40.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 2-STORY WOODEN
 JU2422'FRAME HOUSE NUMBER 313 EAST BAYVIEW AVENUE, 27.2 FEET EAST OF THE
 JU2422'CENTER OF THE GRAVEL DRIVEWAY, 4.0 FEET WEST OF WOOD UTILITY POLE
 JU2422'NUMBER 11546, AND 347.0 FEET NORTHWEST OF BENCH MARK 4657 B, SET
 JU2422'2 INCHES BELOW GROUND LEVEL.
 JU2422'THE MARK IS 1 FT  S FROM A WITNESS POST.
 JU2422'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2423 ***********************************************************************
 JU2423  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2423  DESIGNATION -  853 4657 D TIDAL
 JU2423  PID         -  JU2423
 JU2423  STATE/COUNTY-  NJ/ATLANTIC
 JU2423  USGS QUAD   -  PLEASANTVILLE (1994)
 JU2423
 JU2423                         *CURRENT SURVEY CONTROL
 JU2423  ___________________________________________________________________
 JU2423* NAD 83(1986)-  39 23 04.     (N)    074 31 15.     (W)     SCALED    
 JU2423* NAVD 88     -         1.450  (meters)       4.76   (feet)  ADJUSTED  
 JU2423  ___________________________________________________________________
 JU2423  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JU2423  DYNAMIC HT  -           1.449 (meters)       4.75  (feet)  COMP
 JU2423  MODELED GRAV-     980,113.3   (mgal)                       NAVD 88
 JU2423
 JU2423  VERT ORDER  -  FIRST     CLASS II
 JU2423
 JU2423.The horizontal coordinates were scaled from a topographic map and have
 JU2423.an estimated accuracy of +/- 6 seconds.
 JU2423
 JU2423.The orthometric height was determined by differential leveling
 JU2423.and adjusted by the National Geodetic Survey in June 1991..
 JU2423
 JU2423.This Tidal Bench Mark is designated as VM 2717
 JU2423.by the Center for Operational Oceanographic Products and Services.
 JU2423
 JU2423.The geoid height was determined by GEOID03.
 JU2423
 JU2423.The dynamic height is computed by dividing the NAVD 88
 JU2423.geopotential number by the normal gravity value computed on the
 JU2423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2423.degrees latitude (g = 980.6199 gals.).
 JU2423
 JU2423.The modeled gravity was interpolated from observed gravity values.
 JU2423
 JU2423;                    North         East    Units  Estimated Accuracy
 JU2423;SPC NJ       -    61,180.      148,210.      MT  (+/- 180 meters Scaled)
 JU2423
 JU2423                          SUPERSEDED SURVEY CONTROL
 JU2423
 JU2423  NGVD 29 (01/10/92)    1.841  (m)            6.04   (f) ADJUSTED    1 2
 JU2423
 JU2423.Superseded values are not recommended for survey control.
 JU2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2423.See file dsdata.txt to determine how the superseded data were derived.
 JU2423
 JU2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ412595(NAD 83)
 JU2423_MARKER: DJ = TIDAL STATION DISK
 JU2423_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2423_SP_SET: GALVANIZED STEEL ROD
 JU2423_STAMPING: 4657 D 1977
 JU2423_PROJECTION: FLUSH
 JU2423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2423_ROD/PIPE-DEPTH: 15.2 meters
 JU2423
 JU2423  HISTORY     - Date     Condition        Report By
 JU2423  HISTORY     - 1977     MONUMENTED       NOS
 JU2423  HISTORY     - 1979     GOOD             NGS
 JU2423
 JU2423                          STATION DESCRIPTION
 JU2423
 JU2423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2423'IN PLEASANTVILLE.
 JU2423'APPROXIMATELY 0.38 MILE SOUTHEAST ALONG EAST BAYVIEW AVENUE FROM ITS
 JU2423'INTERSECTION WITH SHORE ROAD, COUNTY ROUTE 585, AT PLEASANTVILLE,
 JU2423'TO ITS INTERSECTION WITH SOUTH HAMPTON COURT, THE MARK IS A
 JU2423'STANDARD NOS BENCH MARK DISK SET ON TOP OF A 5/8 INCH GALVANIZED STEEL
 JU2423'ROD DRIVEN 50 FEET, 51.9 FEET EAST OF A HEAVY DUTY WOOD UTILITY POLE
 JU2423'NO NUMBER, 65.5 FEET SOUTHEAST OF WOOD UTULITY POLE NUMBER P 19644,
 JU2423'54.9 FEET SOUTH OF THE SOUTHWEST CORNER OF AN 8.0 FEET HIGH CHAIN
 JU2423'LINK FENCE SURROUNDING THE TENNIS COURTS, 78.5 FEET WEST OF THE
 JU2423'NRTHWEST CORNER OF THE JUNIOR JOKER FOOTBALL BUILDING, A 2-STORY
 JU2423'WOOD FRAME BUILDING, AND SET 2 INCHES BELOW GROUND LEVEL. IT IS
 JU2423'236.0 FEET NORTHWEST OF BENCH MARK 4657 C.
 JU2423'THE MARK IS 1 FT  W FROM A WITNESS POST.
 JU2423'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2424 ***********************************************************************
 JU2424  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2424  DESIGNATION -  853 4657 E TIDAL
 JU2424  PID         -  JU2424
 JU2424  STATE/COUNTY-  NJ/ATLANTIC
 JU2424  USGS QUAD   -  PLEASANTVILLE (1994)
 JU2424
 JU2424                         *CURRENT SURVEY CONTROL
 JU2424  ___________________________________________________________________
 JU2424* NAD 83(1986)-  39 23 08.     (N)    074 31 11.     (W)     SCALED    
 JU2424* NAVD 88     -         1.302  (meters)       4.27   (feet)  ADJUSTED  
 JU2424  ___________________________________________________________________
 JU2424  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 JU2424  DYNAMIC HT  -           1.301 (meters)       4.27  (feet)  COMP
 JU2424  MODELED GRAV-     980,113.4   (mgal)                       NAVD 88
 JU2424
 JU2424  VERT ORDER  -  FIRST     CLASS II
 JU2424
 JU2424.The horizontal coordinates were scaled from a topographic map and have
 JU2424.an estimated accuracy of +/- 6 seconds.
 JU2424
 JU2424.The orthometric height was determined by differential leveling
 JU2424.and adjusted by the National Geodetic Survey in June 1991..
 JU2424
 JU2424.This Tidal Bench Mark is designated as VM 2718
 JU2424.by the Center for Operational Oceanographic Products and Services.
 JU2424
 JU2424.The geoid height was determined by GEOID03.
 JU2424
 JU2424.The dynamic height is computed by dividing the NAVD 88
 JU2424.geopotential number by the normal gravity value computed on the
 JU2424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2424.degrees latitude (g = 980.6199 gals.).
 JU2424
 JU2424.The modeled gravity was interpolated from observed gravity values.
 JU2424
 JU2424;                    North         East    Units  Estimated Accuracy
 JU2424;SPC NJ       -    61,300.      148,300.      MT  (+/- 180 meters Scaled)
 JU2424
 JU2424                          SUPERSEDED SURVEY CONTROL
 JU2424
 JU2424  NGVD 29 (01/10/92)    1.693  (m)            5.55   (f) ADJUSTED    1 2
 JU2424
 JU2424.Superseded values are not recommended for survey control.
 JU2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2424.See file dsdata.txt to determine how the superseded data were derived.
 JU2424
 JU2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ413596(NAD 83)
 JU2424_MARKER: DJ = TIDAL STATION DISK
 JU2424_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2424_SP_SET: GALVANIZED STEEL ROD
 JU2424_STAMPING: 4657 E 1977
 JU2424_PROJECTION: RECESSED 8 CENTIMETERS
 JU2424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2424_ROD/PIPE-DEPTH: 15.2 meters
 JU2424
 JU2424  HISTORY     - Date     Condition        Report By
 JU2424  HISTORY     - 1977     MONUMENTED       NOS
 JU2424  HISTORY     - 1979     GOOD             NGS
 JU2424
 JU2424                          STATION DESCRIPTION
 JU2424
 JU2424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2424'IN PLEASANTVILLE.
 JU2424'APPROXIMATELY 0.35 MILE SOUTHEAST ALONG EAST BAYVIEW AVENUE FROM ITS
 JU2424'INTERSECTION WITH SHORE ROAD, COUNTY ROUTE 585, AT PLEASANTVILLE,
 JU2424'TO ITS INTERSECTION WITH SOUTH HAMPTON COURT, THEN NORTHEAST ALONG
 JU2424'SOUTH HAMPTON COURT 450 FEET, THE MARK IS A STANDARD NOS BENCH
 JU2424'MARK DISK SET ON TOP OF A 5/8 INCH GALVANIZED STEEL ROD DRIVEN 50
 JU2424'FEET, 65.4 FEET SOUTHEAST OF WOOD UTILITY POLE NUMBER P 22232, 96.6
 JU2424'FEET SOUTH OF THE SOUTHWEST CORNER OF A 4-CAR GARAGE BELONGING TO
 JU2424'RANDALLS CLAMMING, INC., 55.8 FEET NORTH OF THE CENTER OF A DIRT
 JU2424'DRIVEWAY, 34.0 FEET SOUTHEAST OF THE CENTERLINE OF SOUTH HAMPTON
 JU2424'COURT, AND SET 3 INCHES BELOW GROUND LEVEL. IT IS 421.1 FEET
 JU2424'NORTHEAST OF BENCH MARK 4657 D.
 JU2424'THE MARK IS 17 FT  E FROM A WITNESS POST.
 JU2424'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4071 ***********************************************************************
 JU4071  TIDAL BM    -  This is a Tidal Bench Mark.
 JU4071  DESIGNATION -  853 4720 B TIDAL
 JU4071  PID         -  JU4071
 JU4071  STATE/COUNTY-  NJ/ATLANTIC
 JU4071  USGS QUAD   -  ATLANTIC CITY (1994)
 JU4071
 JU4071                         *CURRENT SURVEY CONTROL
 JU4071  ___________________________________________________________________
 JU4071* NAD 83(1986)-  39 21 47.     (N)    074 25 13.     (W)     SCALED    
 JU4071* NAVD 88     -         2.202  (meters)       7.22   (feet)  ADJUSTED  
 JU4071  ___________________________________________________________________
 JU4071  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 JU4071  DYNAMIC HT  -           2.201 (meters)       7.22  (feet)  COMP
 JU4071  MODELED GRAV-     980,106.5   (mgal)                       NAVD 88
 JU4071
 JU4071  VERT ORDER  -  FIRST     CLASS II
 JU4071
 JU4071.The horizontal coordinates were scaled from a topographic map and have
 JU4071.an estimated accuracy of +/- 6 seconds.
 JU4071
 JU4071.The orthometric height was determined by differential leveling
 JU4071.and adjusted by the National Geodetic Survey in June 1991..
 JU4071
 JU4071.This Tidal Bench Mark is designated as VM 10816
 JU4071.by the Center for Operational Oceanographic Products and Services.
 JU4071
 JU4071.The geoid height was determined by GEOID03.
 JU4071
 JU4071.The dynamic height is computed by dividing the NAVD 88
 JU4071.geopotential number by the normal gravity value computed on the
 JU4071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4071.degrees latitude (g = 980.6199 gals.).
 JU4071
 JU4071.The modeled gravity was interpolated from observed gravity values.
 JU4071
 JU4071;                    North         East    Units  Estimated Accuracy
 JU4071;SPC NJ       -    58,810.      156,870.      MT  (+/- 180 meters Scaled)
 JU4071
 JU4071                          SUPERSEDED SURVEY CONTROL
 JU4071
 JU4071  NGVD 29 (01/10/92)    2.609  (m)            8.56   (f) ADJUSTED    1 2
 JU4071
 JU4071.Superseded values are not recommended for survey control.
 JU4071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4071.See file dsdata.txt to determine how the superseded data were derived.
 JU4071
 JU4071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ499572(NAD 83)
 JU4071_MARKER: DJ = TIDAL STATION DISK
 JU4071_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU4071_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JU4071_STAMPING: 4720 B 1979
 JU4071_MARK LOGO: NOS   
 JU4071_PROJECTION: RECESSED 3 CENTIMETERS
 JU4071_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4071_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU4071+STABILITY: POSITION/ELEVATION WELL
 JU4071_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4071+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1989
 JU4071_ROD/PIPE-DEPTH: 9    meters
 JU4071_SLEEVE-DEPTH  : 3.0 meters
 JU4071
 JU4071  HISTORY     - Date     Condition        Report By
 JU4071  HISTORY     - 1979     MONUMENTED       NOS
 JU4071  HISTORY     - 19891030 GOOD             NJGS
 JU4071  HISTORY     - 19950524 GOOD             NOS
 JU4071
 JU4071                          STATION DESCRIPTION
 JU4071
 JU4071'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 JU4071'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE NORTHEAST CORNER OF
 JU4071'THE JUNCTION OF STATES AND PACIFIC AVENUES.  THE STATION IS 6.0 M
 JU4071'(19.7 FT) NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE ALL WARS
 JU4071'MEMORIAL BUILDING, NOW OCCUPIED BY THE ATLANTIC CITY FIRE DEPARTMENT,
 JU4071'2.5 M (8.2 FT) NORTH OF THE FLAG POLE, 4.4 M (14.4 FT) SOUTH OF A
 JU4071'POLE, NO NUMBER, 4.5 M (14.8 FT) SOUTH SOUTHEAST OF THE SOUTH
 JU4071'CURBLINE OF PACIFIC AVENUE, 5.2 M (17.1 FT) WEST SOUTHWEST OF THE
 JU4071'WEST CURBLINE OF STATES AVENUE, 18.74 M (61.48 FT) EAST NORTHEAST OF
 JU4071'THE NORTHEAST CORNER OF THE BOTTOM STEP AT THE PACIFIC AVENUE
 JU4071'ENTRANCE OF THE BUILDING AND 0.1 M (0.3 FT) BELOW THE GROUND.
 JU4071
 JU4071                          STATION RECOVERY (1995)
 JU4071
 JU4071'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 JU4071'THE BENCH MARK IS SET ON THE NE CORNER OF THE JUNCTION OF STATES AND
 JU4071'PACIFIC AVENUES, 18.74 N ENE OF THE NE CORNER OF THE BOTTOM STEP OF
 JU4071'THE PACIFIC AVENUE ENTRANCE OF THE ALL WARS MEMORIAL BUILDING (NOW
 JU4071'OCCUPIED BY THE THE FIRE DEPARTMENT), AND 2.5 M (0.3 FT) NORTH OF A
 JU4071'FLAG POLE.  THE BENCH MARK IS SET 0.1 M (0.3 FT) BELOW THE GROUND,
 JU4071'CRIMPED TO A STAINLESS STEEL ROD DRIVEN 9 M (29.5 FT) TO REFUSAL, AND
 JU4071'ENCASED IN A 4-INCH PVC PIPE WITH CONCRETE KICKBLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0312 ***********************************************************************
 JU0312  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0312  DESIGNATION -  853 4720 TIDAL 23
 JU0312  PID         -  JU0312
 JU0312  STATE/COUNTY-  NJ/ATLANTIC
 JU0312  USGS QUAD   -  ATLANTIC CITY (1994)
 JU0312
 JU0312                         *CURRENT SURVEY CONTROL
 JU0312  ___________________________________________________________________
 JU0312* NAD 83(1986)-  39 21 32.     (N)    074 25 51.     (W)     SCALED    
 JU0312* NAVD 88     -         2.845  (meters)       9.33   (feet)  ADJUSTED  
 JU0312  ___________________________________________________________________
 JU0312  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 JU0312  DYNAMIC HT  -           2.844 (meters)       9.33  (feet)  COMP
 JU0312  MODELED GRAV-     980,106.3   (mgal)                       NAVD 88
 JU0312
 JU0312  VERT ORDER  -  FIRST     CLASS I
 JU0312
 JU0312.The horizontal coordinates were scaled from a topographic map and have
 JU0312.an estimated accuracy of +/- 6 seconds.
 JU0312
 JU0312.The orthometric height was determined by differential leveling
 JU0312.and adjusted by the National Geodetic Survey in June 1991..
 JU0312
 JU0312.This Tidal Bench Mark is designated as VM 11018
 JU0312.by the Center for Operational Oceanographic Products and Services.
 JU0312
 JU0312.The geoid height was determined by GEOID03.
 JU0312
 JU0312.The dynamic height is computed by dividing the NAVD 88
 JU0312.geopotential number by the normal gravity value computed on the
 JU0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0312.degrees latitude (g = 980.6199 gals.).
 JU0312
 JU0312.The modeled gravity was interpolated from observed gravity values.
 JU0312
 JU0312;                    North         East    Units  Estimated Accuracy
 JU0312;SPC NJ       -    58,340.      155,960.      MT  (+/- 180 meters Scaled)
 JU0312
 JU0312                          SUPERSEDED SURVEY CONTROL
 JU0312
 JU0312  NGVD 29 (04/16/92)    3.250  (m)           10.66   (f) ADJUSTED    1 1
 JU0312
 JU0312.Superseded values are not recommended for survey control.
 JU0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0312.See file dsdata.txt to determine how the superseded data were derived.
 JU0312
 JU0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ490567(NAD 83)
 JU0312_MARKER: X = CHISELED CROSS
 JU0312_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0312_SP_SET: STEP
 JU0312_MARK LOGO: NONE  
 JU0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0312+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1989
 JU0312
 JU0312  HISTORY     - Date     Condition        Report By
 JU0312  HISTORY     - UNK      MONUMENTED       CGS
 JU0312  HISTORY     - 1963     GOOD             CGS
 JU0312  HISTORY     - 19891030 GOOD             NJGS
 JU0312
 JU0312                          STATION DESCRIPTION
 JU0312
 JU0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0312'AT ATLANTIC CITY.
 JU0312'AT ATLANTIC CITY, AT THE NORTH CORNER OF THE INTERSECTION OF
 JU0312'PACIFIC AND ILLINOIS AVENUE, AT THE PUBLIC LIBRARY, AT THE MAIN
 JU0312'ENTRANCE ON ILLINOIS AVENUE, AT THE SOUTHEAST END OF THE STEPS,
 JU0312'ON THE TOP OF A GRANITE SIDING, 3 INCHES FROM THE EAST CORNER OF
 JU0312'THE SIDING, AND LEVEL WITH THE TOP OF THE DARK-COLORED GRANITE
 JU0312'FOUNDATION OF THE BUILDING.  A CHISELED CROSS.
 JU0312
 JU0312                          STATION RECOVERY (1989)
 JU0312
 JU0312'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 JU0312'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE EAST SIDE OF MARTIN
 JU0312'LUTHER KING BOULEVARD, IN THE GRANITE STEP SIDING ON THE SOUTH SIDE
 JU0312'OF THE ENTRANCE TO THE ATLANTIC CITY PUBLIC LIBRARY BUILDING, NOW
 JU0312'BEING UTILIZED BY THE ATLANTIC CITY BUILDING DEPARTMENT.  THE
 JU0312'BUILDING IS ON THE NORTHEAST CORNER OF THE JUNCTION OF PACIFIC AVENUE
 JU0312'AND MARTIN LUTHER KING BOULEVARD.  THE STATION IS 0.08 M (0.26 FT)
 JU0312'WEST OF THE WEST FACE OF THE BUILDING WALL, 1.05 M (3.44 FT) EAST OF
 JU0312'THE WEST END OF THE STEP SIDING, 4.4 M (14.4 FT) EAST OF THE EAST
 JU0312'CURBLINE OF MARTIN LUTHER KING BOULEVARD, 19.15 M (62.83 FT) NORTH OF
 JU0312'THE NORTH CURBLINE OF PACIFIC AVENUE, 3.05 M (10.01 FT) SOUTH OF THE
 JU0312'CENTERLINE OF THE DOORWAY AND 0.6 M (2.0 FT) ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0317 ***********************************************************************
 JU0317  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0317  DESIGNATION -  853 4720 TIDAL 26
 JU0317  PID         -  JU0317
 JU0317  STATE/COUNTY-  NJ/ATLANTIC
 JU0317  USGS QUAD   -  ATLANTIC CITY (1994)
 JU0317
 JU0317                         *CURRENT SURVEY CONTROL
 JU0317  ___________________________________________________________________
 JU0317* NAD 83(1986)-  39 21 43.     (N)    074 25 23.     (W)     SCALED    
 JU0317* NAVD 88     -         2.762  (meters)       9.06   (feet)  ADJUSTED  
 JU0317  ___________________________________________________________________
 JU0317  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 JU0317  DYNAMIC HT  -           2.760 (meters)       9.06  (feet)  COMP
 JU0317  MODELED GRAV-     980,106.4   (mgal)                       NAVD 88
 JU0317
 JU0317  VERT ORDER  -  FIRST     CLASS I
 JU0317
 JU0317.The horizontal coordinates were scaled from a topographic map and have
 JU0317.an estimated accuracy of +/- 6 seconds.
 JU0317
 JU0317.The orthometric height was determined by differential leveling
 JU0317.and adjusted by the National Geodetic Survey in June 1991..
 JU0317.WARNING-Repeat measurements at this control monument indicate possible
 JU0317.vertical movement.
 JU0317
 JU0317.This Tidal Bench Mark is designated as VM 10813
 JU0317.by the Center for Operational Oceanographic Products and Services.
 JU0317
 JU0317.The geoid height was determined by GEOID03.
 JU0317
 JU0317.The dynamic height is computed by dividing the NAVD 88
 JU0317.geopotential number by the normal gravity value computed on the
 JU0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0317.degrees latitude (g = 980.6199 gals.).
 JU0317
 JU0317.The modeled gravity was interpolated from observed gravity values.
 JU0317
 JU0317;                    North         East    Units  Estimated Accuracy
 JU0317;SPC NJ       -    58,680.      156,630.      MT  (+/- 180 meters Scaled)
 JU0317
 JU0317                          SUPERSEDED SURVEY CONTROL
 JU0317
 JU0317  NGVD 29 (01/10/92)    3.169  (m)           10.40   (f) ADJUSTED    1 1
 JU0317
 JU0317.Superseded values are not recommended for survey control.
 JU0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0317.See file dsdata.txt to determine how the superseded data were derived.
 JU0317
 JU0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ497571(NAD 83)
 JU0317_MARKER: DJ = TIDAL STATION DISK
 JU0317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0317_SP_SET: BUILDING
 JU0317_STAMPING: 10.472 26 1911
 JU0317_MARK LOGO: CGS   
 JU0317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU0317+STABILITY: POSITION/ELEVATION WELL
 JU0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0317+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1989
 JU0317
 JU0317  HISTORY     - Date     Condition        Report By
 JU0317  HISTORY     - 1911     MONUMENTED       CGS
 JU0317  HISTORY     - 1963     GOOD             CGS
 JU0317  HISTORY     - 1979     GOOD             NGS
 JU0317  HISTORY     - 19891018 GOOD             NJGS
 JU0317
 JU0317                          STATION DESCRIPTION
 JU0317
 JU0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0317'AT ATLANTIC CITY.
 JU0317'AT ATLANTIC CITY, ATLANTIC COUNTY, AT THE SOUTHEAST CORNER OF
 JU0317'THE INTERSECTION OF PACIFIC AND PENNSYLVANIA AVENUES, AT THE OLD
 JU0317'POST OFFICE BUILDING (NOW USED BY THE U.S. VETERANS ADMINISTRATION),
 JU0317'IN THE FACE OF THE FOUNDATION, A FEW INCHES TO THE LEFT OF THE
 JU0317'STEPS AT THE ENTRANCE ON PENNSYLVANIA AVENUE, AND 8 INCHES ABOVE
 JU0317'THE PAVEMENT.  A STANDARD DISK, STAMPED 10.472 26 1911 AND SET
 JU0317'VERTICALLY.
 JU0317
 JU0317                          STATION RECOVERY (1979)
 JU0317
 JU0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0317'RECOVERED IN GOOD CONDITION.
 JU0317
 JU0317                          STATION RECOVERY (1989)
 JU0317
 JU0317'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 JU0317'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE SOUTHEAST CORNER OF
 JU0317'THE JUNCTION OF PACIFIC AND DANNY THOMAS AVENUES.  PENNSYLVANIA
 JU0317'AVENUE SOUTHEAST OF PACIFIC AVENUE HAS BEEN RENAMED DANNY THOMAS
 JU0317'AVENUE.  THE STATION IS SET VERTICALLY IN THE WEST FACE OF THE
 JU0317'FOUNDATION AT THE WEST ENTRANCE TO THE FORMER POST OFFICE BUILDING,
 JU0317'NOW OCCUPIED BY A CONSTRUCTION COMPANY.  THE STATION IS 1.3 M
 JU0317'(4.3 FT) SOUTH FROM THE NORTHWEST BUILDING CORNER, 6.3 M (20.7 FT)
 JU0317'SOUTH FROM THE SOUTH CURB OF PACIFIC AVENUE, 5.9 M (19.4 FT) EAST FROM
 JU0317'THE EAST CURB OF DANNY THOMAS AVENUE, AND 0.25 M (0.82 FT) ABOVE THE
 JU0317'SIDEWALK.  THE BUILDING IS SCHEDULED FOR DEMOLITION IN THE NEAR
 JU0317'FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0311 ***********************************************************************
 JU0311  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0311  DESIGNATION -  853 4720 TIDAL 30
 JU0311  PID         -  JU0311
 JU0311  STATE/COUNTY-  NJ/ATLANTIC
 JU0311  USGS QUAD   -  ATLANTIC CITY (1994)
 JU0311
 JU0311                         *CURRENT SURVEY CONTROL
 JU0311  ___________________________________________________________________
 JU0311* NAD 83(1986)-  39 21 30.     (N)    074 26 02.     (W)     SCALED    
 JU0311* NAVD 88     -         2.542  (meters)       8.34   (feet)  ADJUSTED  
 JU0311  ___________________________________________________________________
 JU0311  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 JU0311  DYNAMIC HT  -           2.541 (meters)       8.34  (feet)  COMP
 JU0311  MODELED GRAV-     980,106.3   (mgal)                       NAVD 88
 JU0311
 JU0311  VERT ORDER  -  FIRST     CLASS I
 JU0311
 JU0311.The horizontal coordinates were scaled from a topographic map and have
 JU0311.an estimated accuracy of +/- 6 seconds.
 JU0311
 JU0311.The orthometric height was determined by differential leveling
 JU0311.and adjusted by the National Geodetic Survey in June 1991..
 JU0311
 JU0311.This Tidal Bench Mark is designated as VM 10814
 JU0311.by the Center for Operational Oceanographic Products and Services.
 JU0311
 JU0311.The geoid height was determined by GEOID03.
 JU0311
 JU0311.The dynamic height is computed by dividing the NAVD 88
 JU0311.geopotential number by the normal gravity value computed on the
 JU0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0311.degrees latitude (g = 980.6199 gals.).
 JU0311
 JU0311.The modeled gravity was interpolated from observed gravity values.
 JU0311
 JU0311;                    North         East    Units  Estimated Accuracy
 JU0311;SPC NJ       -    58,280.      155,700.      MT  (+/- 180 meters Scaled)
 JU0311
 JU0311                          SUPERSEDED SURVEY CONTROL
 JU0311
 JU0311  NGVD 29 (04/16/92)    2.946  (m)            9.67   (f) ADJUSTED    1 1
 JU0311
 JU0311.Superseded values are not recommended for survey control.
 JU0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0311.See file dsdata.txt to determine how the superseded data were derived.
 JU0311
 JU0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ487566(NAD 83)
 JU0311_MARKER: DJ = TIDAL STATION DISK
 JU0311_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0311_SP_SET: STEP
 JU0311_STAMPING: 9.675 30 1922
 JU0311_MARK LOGO: CGS   
 JU0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0311+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1989
 JU0311
 JU0311  HISTORY     - Date     Condition        Report By
 JU0311  HISTORY     - 1922     MONUMENTED       CGS
 JU0311  HISTORY     - 1963     GOOD             CGS
 JU0311  HISTORY     - 1979     GOOD             NGS
 JU0311  HISTORY     - 19891030 GOOD             NJGS
 JU0311
 JU0311                          STATION DESCRIPTION
 JU0311
 JU0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0311'AT ATLANTIC CITY.
 JU0311'AT ATLANTIC CITY, ATLANTIC COUNTY, AT THE INTERSECTION OF OHIO AND
 JU0311'PACIFIC AVENUES, AT THE HIGH SCHOOL, ON THE NORTH SIDE OF THE
 JU0311'CENTER ARCHWAY AT THE OHIO AVENUE ENTRANCE, AND IN THE STONE SILL.
 JU0311'A STANDARD DISK, STAMPED 9.675 30 1922.
 JU0311
 JU0311                          STATION RECOVERY (1979)
 JU0311
 JU0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0311'NOTE, THE HIGH SCHOOL IS NOW THE CENTRAL JUNIOR HIGH SCHOOL.
 JU0311
 JU0311                          STATION RECOVERY (1989)
 JU0311
 JU0311'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 JU0311'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE EAST SIDE OF OHIO
 JU0311'AVENUE.  THE STATION IS AT THE OHIO AVENUE ENTRANCE TO THE ATLANTIC
 JU0311'CITY CENTRAL JUNIOR HIGH SCHOOL BUILDING, LOCATED ON THE NORTHEAST
 JU0311'CORNER AT THE JUNCTION OF OHIO AND PACIFIC AVENUES, IN THE DOOR STEP
 JU0311'OF THE CENTER OF THREE ARCHED DOORWAYS.  THE STATION IS 0.15 M
 JU0311'(0.49 FT) SOUTH SOUTHWEST OF THE NORTH END OF THE STEP, 1.7 M
 JU0311'(5.6 FT) NORTH NORTHEAST OF THE SOUTH END OF THE STEP, 7.7 M
 JU0311'(25.3 FT) EAST SOUTHEAST OF THE EAST CURBLINE OF OHIO AVENUE, 26.45 M
 JU0311'(86.78 FT) NORTH NORTHEAST OF THE NORTH CURBLINE OF PACIFIC AVENUE
 JU0311'AND 0.1 M (0.3 FT) ABOVE THE SIDEWALK.  THE STEP IS CRACKED AT THE
 JU0311'DISK.  THE DISK IS FIRMLY SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0315 ***********************************************************************
 JU0315  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0315  DESIGNATION -  853 4720 TIDAL 31 RESET
 JU0315  PID         -  JU0315
 JU0315  STATE/COUNTY-  NJ/ATLANTIC
 JU0315  USGS QUAD   -  ATLANTIC CITY (1994)
 JU0315
 JU0315                         *CURRENT SURVEY CONTROL
 JU0315  ___________________________________________________________________
 JU0315* NAD 83(1986)-  39 21 35.     (N)    074 25 43.     (W)     SCALED    
 JU0315* NAVD 88     -         2.118  (meters)       6.95   (feet)  ADJUSTED  
 JU0315  ___________________________________________________________________
 JU0315  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 JU0315  DYNAMIC HT  -           2.117 (meters)       6.95  (feet)  COMP
 JU0315  MODELED GRAV-     980,106.3   (mgal)                       NAVD 88
 JU0315
 JU0315  VERT ORDER  -  FIRST     CLASS II
 JU0315
 JU0315.The horizontal coordinates were scaled from a topographic map and have
 JU0315.an estimated accuracy of +/- 6 seconds.
 JU0315
 JU0315.The orthometric height was determined by differential leveling
 JU0315.and adjusted by the National Geodetic Survey in June 1991..
 JU0315
 JU0315.This Tidal Bench Mark is designated as VM 10815
 JU0315.by the Center for Operational Oceanographic Products and Services.
 JU0315
 JU0315.The geoid height was determined by GEOID03.
 JU0315
 JU0315.The dynamic height is computed by dividing the NAVD 88
 JU0315.geopotential number by the normal gravity value computed on the
 JU0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0315.degrees latitude (g = 980.6199 gals.).
 JU0315
 JU0315.The modeled gravity was interpolated from observed gravity values.
 JU0315
 JU0315;                    North         East    Units  Estimated Accuracy
 JU0315;SPC NJ       -    58,440.      156,150.      MT  (+/- 180 meters Scaled)
 JU0315
 JU0315                          SUPERSEDED SURVEY CONTROL
 JU0315
 JU0315  NGVD 29 (01/10/92)    2.524  (m)            8.28   (f) ADJUSTED    1 2
 JU0315
 JU0315.Superseded values are not recommended for survey control.
 JU0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0315.See file dsdata.txt to determine how the superseded data were derived.
 JU0315
 JU0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ492568(NAD 83)
 JU0315_MARKER: DJ = TIDAL STATION DISK
 JU0315_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0315_SP_SET: SIDEWALK
 JU0315_STAMPING: TIDAL 31 RESET 1973
 JU0315_MARK LOGO: NGS   
 JU0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0315+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1989
 JU0315
 JU0315  HISTORY     - Date     Condition        Report By
 JU0315  HISTORY     - 1973     MONUMENTED       NGS
 JU0315  HISTORY     - 1973     GOOD             NGS
 JU0315  HISTORY     - 19891030 GOOD             NJGS
 JU0315
 JU0315                          STATION DESCRIPTION
 JU0315
 JU0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JU0315'IN ATLANTIC CITY.
 JU0315'THE MARK IS LOCATED AT THE INTERSECTION OF NEW YORK AND PACIFIC
 JU0315'IN ATLANTIC CITY.  IT IS CEMENTED IN A DRILL HOLE IN THE SIDE
 JU0315'WALK JUST OPPOSITE THE ATLANTIC NATIONAL BANK.  IT IS 30.5 FEET
 JU0315'WEST OF THE CENTER OF NEW YORK, 21.7 FEET NORTH OF THE CENTER OF
 JU0315'PACIFIC, 13.5 FEET WEST OF THE WEST CURB OF NEW YORK, 1.5 FEET
 JU0315'NORTH OF THE NORTH CURB OF PACIFIC AND ABOUT 0.5 FOOT HIGHER THAN
 JU0315'THE STREETS.  THE ELEVATION OBTAINED FOR THIS MARK WAS TRANSFERED
 JU0315'FROM A TBM WHICH WAS SET BY PRIVATE ENGINEERS.  THE TBM WAS
 JU0315'ESTABLISHED BEFORE CONSTRUCTION DESTROYED TIDAL 31.
 JU0315
 JU0315                          STATION RECOVERY (1989)
 JU0315
 JU0315'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 JU0315'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE NORTHWEST SIDE OF
 JU0315'PACIFIC AVENUE, ON THE NORTHWEST CORNER OF THE JUNCTION OF NEW YORK
 JU0315'AND PACIFIC AVENUES.  THE STATION IS 6.6 M (21.7 FT) NORTHWEST OF THE
 JU0315'CENTERLINE OF PACIFIC AVENUE, 8.7 M (28.5 FT) SOUTHWEST OF THE
 JU0315'CENTERLINE OF NEW YORK AVENUE, 7.7 M (25.3 FT) SOUTHEAST OF THE
 JU0315'CENTER OF THE DOORWAY AT THE SOUTHEAST ENTRANCE TO THE MIDATLANTIC
 JU0315'NATIONAL BANK BUILDING, 0.7 M (2.3 FT) WEST OF THE CENTER OF A SIGNAL
 JU0315'CONTROL BOX AND FLUSH WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9167 ***********************************************************************
 AH9167  DESIGNATION -  853 4721 A TIDAL
 AH9167  PID         -  AH9167
 AH9167  STATE/COUNTY-  NJ/ATLANTIC
 AH9167  USGS QUAD   -  ATLANTIC CITY (1994)
 AH9167
 AH9167                         *CURRENT SURVEY CONTROL
 AH9167  ___________________________________________________________________
 AH9167* NAD 83(1986)-  39 21 14.     (N)    074 27 25.     (W)     SCALED    
 AH9167* NAVD 88     -         3.740  (meters)      12.27   (feet)  ADJUSTED  
 AH9167  ___________________________________________________________________
 AH9167  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 AH9167  DYNAMIC HT  -           3.738 (meters)      12.26  (feet)  COMP
 AH9167  MODELED GRAV-     980,106.4   (mgal)                       NAVD 88
 AH9167
 AH9167  VERT ORDER  -  SECOND    CLASS I
 AH9167
 AH9167.The horizontal coordinates were scaled from a topographic map and have
 AH9167.an estimated accuracy of +/- 6 seconds.
 AH9167
 AH9167.The orthometric height was determined by differential leveling
 AH9167.and adjusted by the National Geodetic Survey in March 2001..
 AH9167.No vertical observational check was made to the station.
 AH9167
 AH9167.The geoid height was determined by GEOID03.
 AH9167
 AH9167.The dynamic height is computed by dividing the NAVD 88
 AH9167.geopotential number by the normal gravity value computed on the
 AH9167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9167.degrees latitude (g = 980.6199 gals.).
 AH9167
 AH9167.The modeled gravity was interpolated from observed gravity values.
 AH9167
 AH9167;                    North         East    Units  Estimated Accuracy
 AH9167;SPC NJ       -    57,790.      153,710.      MT  (+/- 180 meters Scaled)
 AH9167
 AH9167                          SUPERSEDED SURVEY CONTROL
 AH9167
 AH9167.No superseded survey control is available for this station.
 AH9167
 AH9167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ467561(NAD 83)
 AH9167_MARKER: DJ = TIDAL STATION DISK
 AH9167_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH9167_SP_SET: BRIDGE PARAPET
 AH9167_STAMPING: 4721 A 1988
 AH9167_MARK LOGO: NOS   
 AH9167_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9167+STABILITY: SURFACE MOTION
 AH9167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9167+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1997
 AH9167
 AH9167  HISTORY     - Date     Condition        Report By
 AH9167  HISTORY     - 1988     MONUMENTED       NOS
 AH9167  HISTORY     - 19970919 GOOD             NJGS
 AH9167
 AH9167                          STATION DESCRIPTION
 AH9167
 AH9167'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (RJK)
 AH9167'THE STATION IS LOCATED IN THE CITY OF ATLANTIC CITY ON THE NORTHEAST
 AH9167'SIDE OF THE BRIDGE CARRYING U.S.  HIGHWAYS 40 AND 322 OVER INSIDE
 AH9167'THOROFARE.  TO REACH THE STATION FROM THE INTERSECTION OF WINCHESTER
 AH9167'AVENUE AND U.S.  HIGHWAYS 40 AND 322, GO NORTHWEST ON U.S.  HIGHWAYS
 AH9167'40 AND 322, CROSSING THE BRIDGE OVER INSIDE THOROFARE, FOR ABOUT 0.15
 AH9167'MI (0.24 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN
 AH9167'THE TOP OF THE BRIDGE PARARPET.  THE STATION IS 3.3 M (10.8 FT)
 AH9167'NORTHEAST FROM THE NORTHEAST CURB OF U.S.  HIGHWAYS 40 AND 322, 12.7 M
 AH9167'(41.7 FT) NORTHWEST FROM ALUMINUM LIGHT POLE NUMBER C 5119, 22.2 M
 AH9167'(72.8 FT) SOUTHEAST FROM MILE POST MARKER 64, LOCATED ON THE NORTHEAST
 AH9167'SIDE OF U.S.  HIGHWAYS 40 AND 322 AND ABOUT 1.0 M (3.3 FT) ABOVE THE
 AH9167'LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9169 ***********************************************************************
 AH9169  DESIGNATION -  853 4721 B TIDAL
 AH9169  PID         -  AH9169
 AH9169  STATE/COUNTY-  NJ/ATLANTIC
 AH9169  USGS QUAD   -  ATLANTIC CITY (1994)
 AH9169
 AH9169                         *CURRENT SURVEY CONTROL
 AH9169  ___________________________________________________________________
 AH9169* NAD 83(1986)-  39 21 10.     (N)    074 27 22.     (W)     SCALED    
 AH9169* NAVD 88     -         4.275  (meters)      14.03   (feet)  ADJUSTED  
 AH9169  ___________________________________________________________________
 AH9169  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 AH9169  DYNAMIC HT  -           4.273 (meters)      14.02  (feet)  COMP
 AH9169  MODELED GRAV-     980,106.2   (mgal)                       NAVD 88
 AH9169
 AH9169  VERT ORDER  -  SECOND    CLASS I
 AH9169
 AH9169.The horizontal coordinates were scaled from a topographic map and have
 AH9169.an estimated accuracy of +/- 6 seconds.
 AH9169
 AH9169.The orthometric height was determined by differential leveling
 AH9169.and adjusted by the National Geodetic Survey in March 2001..
 AH9169.No vertical observational check was made to the station.
 AH9169
 AH9169.The geoid height was determined by GEOID03.
 AH9169
 AH9169.The dynamic height is computed by dividing the NAVD 88
 AH9169.geopotential number by the normal gravity value computed on the
 AH9169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9169.degrees latitude (g = 980.6199 gals.).
 AH9169
 AH9169.The modeled gravity was interpolated from observed gravity values.
 AH9169
 AH9169;                    North         East    Units  Estimated Accuracy
 AH9169;SPC NJ       -    57,660.      153,780.      MT  (+/- 180 meters Scaled)
 AH9169
 AH9169                          SUPERSEDED SURVEY CONTROL
 AH9169
 AH9169.No superseded survey control is available for this station.
 AH9169
 AH9169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ468560(NAD 83)
 AH9169_MARKER: DJ = TIDAL STATION DISK
 AH9169_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH9169_SP_SET: BRIDGE PARAPET
 AH9169_STAMPING: 4721 B 1988
 AH9169_MARK LOGO: NOS   
 AH9169_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9169+STABILITY: SURFACE MOTION
 AH9169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9169+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1997
 AH9169
 AH9169  HISTORY     - Date     Condition        Report By
 AH9169  HISTORY     - 1988     MONUMENTED       NOS
 AH9169  HISTORY     - 19970919 GOOD             NJGS
 AH9169  HISTORY     - 20030924 GOOD             USGS
 AH9169
 AH9169                          STATION DESCRIPTION
 AH9169
 AH9169'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (FAC)
 AH9169'THE STATION IS LOCATED IN THE CITY OF ATLANTIC CITY AT THE SOUTHWEST
 AH9169'CORNER OF THE BRIDGE CARRYING U.S.  HIGHWAYS 40 AND 322 OVER INSIDE
 AH9169'THOROFARE.  TO REACH THE STATION FROM THE INTERSECTION OF WINCHESTER
 AH9169'AVENUE AND U.S.  HIGHWAYS 40 AND 322, GO ABOUT 40 M (131.2 FT) TO THE
 AH9169'STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE TOP OF THE
 AH9169'BRIDGE PARAPET.  THE STATION IS 3.1 M (10.2 FT) SOUTHWEST FROM THE
 AH9169'SOUTHWEST CURB OF U.S.  HIGHWAYS 40 AND 322, 3.15 M (10.33 FT)
 AH9169'SOUTHEAST FROM ALUMINUM LIGHT POLE NUMBER C 3116, 13.2 M (43.3 FT)
 AH9169'NORTHEAST FROM A FIRE HYDRANT ON THE NORTHSIDE OF WINCHESTER AVENUE
 AH9169'AND ABOUT 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE SIDEWALK.
 AH9169
 AH9169                          STATION RECOVERY (2003)
 AH9169
 AH9169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AH9169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0306 ***********************************************************************
 JU0306  DESIGNATION -  853 4721 TIDAL 2
 JU0306  PID         -  JU0306
 JU0306  STATE/COUNTY-  NJ/ATLANTIC
 JU0306  USGS QUAD   -  ATLANTIC CITY (1994)
 JU0306
 JU0306                         *CURRENT SURVEY CONTROL
 JU0306  ___________________________________________________________________
 JU0306* NAD 83(1986)-  39 21 11.     (N)    074 27 23.     (W)     SCALED    
 JU0306* NAVD 88     -         3.111  (meters)      10.21   (feet)  ADJUSTED  
 JU0306  ___________________________________________________________________
 JU0306  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 JU0306  DYNAMIC HT  -           3.109 (meters)      10.20  (feet)  COMP
 JU0306  MODELED GRAV-     980,106.2   (mgal)                       NAVD 88
 JU0306
 JU0306  VERT ORDER  -  FIRST     CLASS I
 JU0306
 JU0306.The horizontal coordinates were scaled from a topographic map and have
 JU0306.an estimated accuracy of +/- 6 seconds.
 JU0306
 JU0306.The orthometric height was determined by differential leveling
 JU0306.and adjusted by the National Geodetic Survey in June 1991..
 JU0306.WARNING-Repeat measurements at this control monument indicate possible
 JU0306.vertical movement.
 JU0306
 JU0306.The geoid height was determined by GEOID03.
 JU0306
 JU0306.The dynamic height is computed by dividing the NAVD 88
 JU0306.geopotential number by the normal gravity value computed on the
 JU0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0306.degrees latitude (g = 980.6199 gals.).
 JU0306
 JU0306.The modeled gravity was interpolated from observed gravity values.
 JU0306
 JU0306;                    North         East    Units  Estimated Accuracy
 JU0306;SPC NJ       -    57,690.      153,760.      MT  (+/- 180 meters Scaled)
 JU0306
 JU0306                          SUPERSEDED SURVEY CONTROL
 JU0306
 JU0306  NGVD 29 (04/16/92)    3.511  (m)           11.52   (f) ADJUSTED    1 1
 JU0306
 JU0306.Superseded values are not recommended for survey control.
 JU0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0306.See file dsdata.txt to determine how the superseded data were derived.
 JU0306
 JU0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ468560(NAD 83)
 JU0306_MARKER: DJ = TIDAL STATION DISK
 JU0306_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU0306_SP_SET: BRIDGE ABUTMENT
 JU0306_STAMPING: NO 2 1935
 JU0306_MARK LOGO: CGS   
 JU0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0306+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1989
 JU0306
 JU0306  HISTORY     - Date     Condition        Report By
 JU0306  HISTORY     - 1935     MONUMENTED       CGS
 JU0306  HISTORY     - 1961     GOOD             CGS
 JU0306  HISTORY     - 1963     GOOD             CGS
 JU0306  HISTORY     - 1975     GOOD             NGS
 JU0306  HISTORY     - 19891101 GOOD             NJGS
 JU0306
 JU0306                          STATION DESCRIPTION
 JU0306
 JU0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0306'AT ATLANTIC CITY.
 JU0306'SET IN THE WALKWAY OVER CONCRETE ABUTMENT AT THE SOUTH CORNER
 JU0306'OF U.S. HIGHWAY BRIDGE OVER INSIDE THOROFARE ON ALBANY AVENUE
 JU0306'(U.S. HIGHWAY 40).  10 FEET SOUTHWEST OF THE CURB OF ALBANY AVENUE.
 JU0306'SET IN DRILL HOLE 1 FOOT ABOVE LEVEL OF HIGHWAY.
 JU0306
 JU0306                          STATION RECOVERY (1963)
 JU0306
 JU0306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU0306'RECOVERED IN GOOD CONDITION.
 JU0306
 JU0306                          STATION RECOVERY (1975)
 JU0306
 JU0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JU0306'RECOVERED IN GOOD CONDITION.
 JU0306
 JU0306                          STATION RECOVERY (1989)
 JU0306
 JU0306'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 JU0306'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE SOUTHWEST SIDE OF
 JU0306'ALBANY AVENUE.  THE STATION IS AT THE SOUTHWEST CORNER OF THE WALKWAY
 JU0306'OVER THE SOUTH ABUTMENT OF THE U.S. HIGHWAY ROUTE 40, ALBANY AVENUE
 JU0306'DRAWBRIDGE SPANNING INSIDE THOROFARE, PART OF THE INTRACOASTAL
 JU0306'WATERWAY.  THE STATION IS 2.9 M (9.5 FT) WEST OF THE WEST CURBLINE OF
 JU0306'ALBANY AVENUE, 14.6 M (47.9 FT) NORTH OF THE NORTH CURBLINE OF THE
 JU0306'FIRST STREET TO THE SOUTH, 0.1 M (0.3 FT) EAST OF THE WEST FACE OF
 JU0306'THE SOUTHWEST BALUSTRADE END POST AND FLUSH WITH THE SIDEWALK.  THE
 JU0306'BRIDGE WILL BE DEMOLISHED UPON COMPLETION OF THE ADJACENT BRIDGE, NOW
 JU0306'UNDER CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4083 ***********************************************************************
 JU4083  DESIGNATION -  853 4721 TIDAL 2 RESET
 JU4083  PID         -  JU4083
 JU4083  STATE/COUNTY-  NJ/ATLANTIC
 JU4083  USGS QUAD   -  ATLANTIC CITY (1994)
 JU4083
 JU4083                         *CURRENT SURVEY CONTROL
 JU4083  ___________________________________________________________________
 JU4083* NAD 83(1986)-  39 21 08.     (N)    074 27 18.     (W)     SCALED    
 JU4083* NAVD 88     -         1.647  (meters)       5.40   (feet)  ADJUSTED  
 JU4083  ___________________________________________________________________
 JU4083  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 JU4083  DYNAMIC HT  -           1.646 (meters)       5.40  (feet)  COMP
 JU4083  MODELED GRAV-     980,106.1   (mgal)                       NAVD 88
 JU4083
 JU4083  VERT ORDER  -  SECOND    CLASS I
 JU4083
 JU4083.The horizontal coordinates were scaled from a topographic map and have
 JU4083.an estimated accuracy of +/- 6 seconds.
 JU4083
 JU4083.The orthometric height was determined by differential leveling
 JU4083.and adjusted by the National Geodetic Survey in March 2001..
 JU4083
 JU4083.The geoid height was determined by GEOID03.
 JU4083
 JU4083.The dynamic height is computed by dividing the NAVD 88
 JU4083.geopotential number by the normal gravity value computed on the
 JU4083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4083.degrees latitude (g = 980.6199 gals.).
 JU4083
 JU4083.The modeled gravity was interpolated from observed gravity values.
 JU4083
 JU4083;                    North         East    Units  Estimated Accuracy
 JU4083;SPC NJ       -    57,600.      153,880.      MT  (+/- 180 meters Scaled)
 JU4083
 JU4083                          SUPERSEDED SURVEY CONTROL
 JU4083
 JU4083  NAVD 88 (06/15/91)    1.656  (m)            5.43   (f) UNKNOWN     1 2
 JU4083  NGVD 29 (01/10/92)    2.055  (m)            6.74   (f) ADJUSTED    1 2
 JU4083
 JU4083.Superseded values are not recommended for survey control.
 JU4083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4083.See file dsdata.txt to determine how the superseded data were derived.
 JU4083
 JU4083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ469560(NAD 83)
 JU4083_MARKER: DJ = TIDAL STATION DISK
 JU4083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4083_SP_SET: CONCRETE POST
 JU4083_STAMPING: TIDAL 2 STA 64 RESET 1989
 JU4083_MARK LOGO: NJGS  
 JU4083_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4083+STABILITY: SURFACE MOTION
 JU4083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4083+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1996
 JU4083
 JU4083  HISTORY     - Date     Condition        Report By
 JU4083  HISTORY     - 1989     MONUMENTED       NJGS
 JU4083  HISTORY     - 19960912 GOOD             NJGS
 JU4083  HISTORY     - 20030924 GOOD             USGS
 JU4083
 JU4083                          STATION DESCRIPTION
 JU4083
 JU4083'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 JU4083'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE EAST SIDE OF ALBANY
 JU4083'AVENUE, U.S. HIGHWAY ROUTE 40.  THE STATION IS 46.5 M (152.6 FT)
 JU4083'SOUTH OF THE SOUTH CURBLINE OF WINCHESTER AVENUE, 2.5 M (8.2 FT) EAST
 JU4083'OF THE EAST CURBLINE OF ALBANY AVENUE, SET IN THE SOUTHERLY OF TWO
 JU4083'GRASS AREAS ON THE EAST SIDE OF ALBANY AVENUE, 8.4 M (27.6 FT) SOUTH
 JU4083'SOUTHWEST OF THE SOUTHWEST CORNER OF NUMBER 33, A THREE STORY BRICK
 JU4083'BUILDING, 9.55 M (31.33 FT) SOUTH OF A POLE, NO NUMBER, 24.0 M
 JU4083'(78.7 FT) NORTH OF A POLE WITH NO NUMBER, 6.0 M (19.7 FT) SOUTH OF
 JU4083'THE SOUTHWEST CORNER OF THE GRASS AREA, 9.25 M (30.35 FT) NORTH OF
 JU4083'THE GRASS AREA AND LEVEL WITH THE SIDEWALK.
 JU4083
 JU4083                          STATION RECOVERY (1996)
 JU4083
 JU4083'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU4083'RECOVERED AS DESCRIBED.
 JU4083
 JU4083                          STATION RECOVERY (2003)
 JU4083
 JU4083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 JU4083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6993 ***********************************************************************
 AM6993  DESIGNATION -  853 4770 B TIDAL
 AM6993  PID         -  AM6993
 AM6993  STATE/COUNTY-  NJ/ATLANTIC
 AM6993  USGS QUAD   -  ATLANTIC CITY (1994)
 AM6993
 AM6993                         *CURRENT SURVEY CONTROL
 AM6993  ___________________________________________________________________
 AM6993* NAD 83(1986)-  39 20 23.     (N)    074 28 27.     (W)     SCALED    
 AM6993* NAVD 88     -         2.871  (meters)       9.42   (feet)  ADJUSTED  
 AM6993  ___________________________________________________________________
 AM6993  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 AM6993  DYNAMIC HT  -           2.869 (meters)       9.41  (feet)  COMP
 AM6993  MODELED GRAV-     980,104.7   (mgal)                       NAVD 88
 AM6993
 AM6993  VERT ORDER  -  FIRST     CLASS II
 AM6993
 AM6993.The horizontal coordinates were scaled from a topographic map and have
 AM6993.an estimated accuracy of +/- 6 seconds.
 AM6993
 AM6993.The orthometric height was determined by differential leveling
 AM6993.and adjusted by the National Geodetic Survey in March 2005..
 AM6993.No vertical observational check was made to the station.
 AM6993
 AM6993.The geoid height was determined by GEOID03.
 AM6993
 AM6993.The dynamic height is computed by dividing the NAVD 88
 AM6993.geopotential number by the normal gravity value computed on the
 AM6993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6993.degrees latitude (g = 980.6199 gals.).
 AM6993
 AM6993.The modeled gravity was interpolated from observed gravity values.
 AM6993
 AM6993;                    North         East    Units  Estimated Accuracy
 AM6993;SPC NJ       -    56,210.      152,230.      MT  (+/- 180 meters Scaled)
 AM6993
 AM6993                          SUPERSEDED SURVEY CONTROL
 AM6993
 AM6993.No superseded survey control is available for this station.
 AM6993
 AM6993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ453546(NAD 83)
 AM6993_MARKER: DJ = TIDAL STATION DISK
 AM6993_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM6993_STAMPING: 4770 B 1985
 AM6993_MARK LOGO: NOS   
 AM6993_PROJECTION: RECESSED 30 CENTIMETERS
 AM6993_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AM6993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6993+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2000
 AM6993_ROD/PIPE-DEPTH: 12   meters
 AM6993
 AM6993  HISTORY     - Date     Condition        Report By
 AM6993  HISTORY     - 1985     MONUMENTED       NOS
 AM6993  HISTORY     - 20000622 GOOD             NJGS
 AM6993
 AM6993                          STATION DESCRIPTION
 AM6993
 AM6993'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6993'THE STATION IS LOCATED IN VENTNOR CITY, ON THE SOUTH SIDE OF ATLANTIC
 AM6993'AVENUE BETWEEN DUDLEY AND DORSETT AVENUES, 38.3 M (125.7 FT) EAST
 AM6993'NORTHEAST OF THE CENTERLINE OF DORSETT AVENUE, 11.5 M (37.7 FT) SOUTH
 AM6993'SOUTHEAST OF THE CENTERLINE OF ATLANTIC AVENUE, 8.2 M (26.9 FT) WEST
 AM6993'SOUTHWEST OF POLE NUMBER 606, 0.9 M (3.0 FT) SOUTH SOUTHEAST TO THE
 AM6993'SOUTHEAST CURB OF ATLANTIC AVENUE, THE STATION IS ABOUT 0.2 M (0.7 FT)
 AM6993'BELOW THE GROUND, THERE IS A WATER VALVE LID ON TOP OF THE STATION.
 AM6993'THE LETTER B IS ILLEGIBLE IN THE STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6994 ***********************************************************************
 AM6994  DESIGNATION -  853 4770 C TIDAL
 AM6994  PID         -  AM6994
 AM6994  STATE/COUNTY-  NJ/ATLANTIC
 AM6994  USGS QUAD   -  ATLANTIC CITY (1994)
 AM6994
 AM6994                         *CURRENT SURVEY CONTROL
 AM6994  ___________________________________________________________________
 AM6994* NAD 83(1986)-  39 20 24.     (N)    074 28 19.     (W)     SCALED    
 AM6994* NAVD 88     -         3.530  (meters)      11.58   (feet)  ADJUSTED  
 AM6994  ___________________________________________________________________
 AM6994  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 AM6994  DYNAMIC HT  -           3.528 (meters)      11.57  (feet)  COMP
 AM6994  MODELED GRAV-     980,104.6   (mgal)                       NAVD 88
 AM6994
 AM6994  VERT ORDER  -  FIRST     CLASS II
 AM6994
 AM6994.The horizontal coordinates were scaled from a topographic map and have
 AM6994.an estimated accuracy of +/- 6 seconds.
 AM6994
 AM6994.The orthometric height was determined by differential leveling
 AM6994.and adjusted by the National Geodetic Survey in March 2005..
 AM6994.No vertical observational check was made to the station.
 AM6994
 AM6994.The geoid height was determined by GEOID03.
 AM6994
 AM6994.The dynamic height is computed by dividing the NAVD 88
 AM6994.geopotential number by the normal gravity value computed on the
 AM6994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6994.degrees latitude (g = 980.6199 gals.).
 AM6994
 AM6994.The modeled gravity was interpolated from observed gravity values.
 AM6994
 AM6994;                    North         East    Units  Estimated Accuracy
 AM6994;SPC NJ       -    56,240.      152,420.      MT  (+/- 180 meters Scaled)
 AM6994
 AM6994                          SUPERSEDED SURVEY CONTROL
 AM6994
 AM6994.No superseded survey control is available for this station.
 AM6994
 AM6994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ455546(NAD 83)
 AM6994_MARKER: DJ = TIDAL STATION DISK
 AM6994_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AM6994_SP_SET: RETAINING WALL
 AM6994_STAMPING: 4770 C 1985
 AM6994_MARK LOGO: NOS   
 AM6994_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM6994+STABILITY: SURFACE MOTION
 AM6994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6994+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2000
 AM6994
 AM6994  HISTORY     - Date     Condition        Report By
 AM6994  HISTORY     - 1985     MONUMENTED       NOS
 AM6994  HISTORY     - 20000622 GOOD             NJGS
 AM6994
 AM6994                          STATION DESCRIPTION
 AM6994
 AM6994'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6994'THE STATION IS LOCATED IN VENTNOR CITY, ON TOP OF A CONCRETE RETAINING
 AM6994'WALL OF THE WEST SIDE OF SUFFORK AVENUE AT THE BOARDWALK, 44 M (144.4
 AM6994'FT) SOUTHSOUTHEAST OF THE SOUTHEAST CORNER OF THE TENNIS COURTS, 14 M
 AM6994'(45.9 FT) NORTH NORTHWEST OF THE NORTH FACE OF THE BOARDWALK, ABOUT
 AM6994'1.2 M (3.9 FT) ABOVE THE SIDEWALK ON THE NORTHWEST END OF THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6966 ***********************************************************************
 AM6966  DESIGNATION -  853 4778 A TIDAL
 AM6966  PID         -  AM6966
 AM6966  STATE/COUNTY-  NJ/ATLANTIC
 AM6966  USGS QUAD   -  OCEAN CITY (1994)
 AM6966
 AM6966                         *CURRENT SURVEY CONTROL
 AM6966  ___________________________________________________________________
 AM6966* NAD 83(1986)-  39 20 05.     (N)    074 35 50.     (W)     SCALED    
 AM6966* NAVD 88     -         3.127  (meters)      10.26   (feet)  ADJUSTED  
 AM6966  ___________________________________________________________________
 AM6966  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 AM6966  DYNAMIC HT  -           3.125 (meters)      10.25  (feet)  COMP
 AM6966  MODELED GRAV-     980,108.3   (mgal)                       NAVD 88
 AM6966
 AM6966  VERT ORDER  -  FIRST     CLASS II
 AM6966
 AM6966.The horizontal coordinates were scaled from a topographic map and have
 AM6966.an estimated accuracy of +/- 6 seconds.
 AM6966
 AM6966.The orthometric height was determined by differential leveling
 AM6966.and adjusted by the National Geodetic Survey in March 2005..
 AM6966.No vertical observational check was made to the station.
 AM6966
 AM6966.The geoid height was determined by GEOID03.
 AM6966
 AM6966.The dynamic height is computed by dividing the NAVD 88
 AM6966.geopotential number by the normal gravity value computed on the
 AM6966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6966.degrees latitude (g = 980.6199 gals.).
 AM6966
 AM6966.The modeled gravity was interpolated from observed gravity values.
 AM6966
 AM6966;                    North         East    Units  Estimated Accuracy
 AM6966;SPC NJ       -    55,660.      141,620.      MT  (+/- 180 meters Scaled)
 AM6966
 AM6966                          SUPERSEDED SURVEY CONTROL
 AM6966
 AM6966.No superseded survey control is available for this station.
 AM6966
 AM6966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ347539(NAD 83)
 AM6966_MARKER: DJ = TIDAL STATION DISK
 AM6966_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AM6966_STAMPING: 4778 A 1977
 AM6966_MARK LOGO: NOS   
 AM6966_PROJECTION: RECESSED 10 CENTIMETERS
 AM6966_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6966+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2000
 AM6966_ROD/PIPE-DEPTH: 15   meters
 AM6966
 AM6966  HISTORY     - Date     Condition        Report By
 AM6966  HISTORY     - 1977     MONUMENTED       NOS
 AM6966  HISTORY     - 20000820 GOOD             NJGS
 AM6966
 AM6966                          STATION DESCRIPTION
 AM6966
 AM6966'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (JVS)
 AM6966'THE STATION IS LOCATED IN SOMERS POINT.  TO REACH THE STATION FROM THE
 AM6966'INTERSECTION OF U.S.  HIGHWAY 9 AND OCEAN HEIGHTS AVENUE GO 0.2 MILES
 AM6966'(0.3 KM) NORTHWEST ON OCEAN HEIGHTS AVENUE TO THE GRAVEL DRIVEWAY,
 AM6966'TURN LEFT AND GO 0.1 MI (0.2 KM) WEST ON THE DRIVEWAY TO THE STATION
 AM6966'ON THE LEFT.  THE STATION IS 52.9 M (173.6 FT) SOUTHEAST FROM THE
 AM6966'WOODEN BULKHEAD, 5.3 M (17.4 FT) EAST OF A GAS LAMPPOST, 8.5 M (27.9
 AM6966'FT) SOUTH SOUTHEAST FROM THE SOUTHWEST CORNER OF A 3-STORY APARTMENT
 AM6966'BUILDING, 7.3 M (24.0 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A
 AM6966'3-STORY APARTMENT BUILDING.  SET 0.1 M (0.3 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6967 ***********************************************************************
 AM6967  DESIGNATION -  853 4778 B TIDAL
 AM6967  PID         -  AM6967
 AM6967  STATE/COUNTY-  NJ/ATLANTIC
 AM6967  USGS QUAD   -  OCEAN CITY (1994)
 AM6967
 AM6967                         *CURRENT SURVEY CONTROL
 AM6967  ___________________________________________________________________
 AM6967* NAD 83(1986)-  39 20 03.     (N)    074 35 45.     (W)     SCALED    
 AM6967* NAVD 88     -         3.415  (meters)      11.20   (feet)  ADJUSTED  
 AM6967  ___________________________________________________________________
 AM6967  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 AM6967  DYNAMIC HT  -           3.413 (meters)      11.20  (feet)  COMP
 AM6967  MODELED GRAV-     980,108.2   (mgal)                       NAVD 88
 AM6967
 AM6967  VERT ORDER  -  FIRST     CLASS II
 AM6967
 AM6967.The horizontal coordinates were scaled from a topographic map and have
 AM6967.an estimated accuracy of +/- 6 seconds.
 AM6967
 AM6967.The orthometric height was determined by differential leveling
 AM6967.and adjusted by the National Geodetic Survey in March 2005..
 AM6967.No vertical observational check was made to the station.
 AM6967
 AM6967.The geoid height was determined by GEOID03.
 AM6967
 AM6967.The dynamic height is computed by dividing the NAVD 88
 AM6967.geopotential number by the normal gravity value computed on the
 AM6967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6967.degrees latitude (g = 980.6199 gals.).
 AM6967
 AM6967.The modeled gravity was interpolated from observed gravity values.
 AM6967
 AM6967;                    North         East    Units  Estimated Accuracy
 AM6967;SPC NJ       -    55,600.      141,740.      MT  (+/- 180 meters Scaled)
 AM6967
 AM6967                          SUPERSEDED SURVEY CONTROL
 AM6967
 AM6967.No superseded survey control is available for this station.
 AM6967
 AM6967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ348539(NAD 83)
 AM6967_MARKER: DJ = TIDAL STATION DISK
 AM6967_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AM6967_STAMPING: 4778 B 1977
 AM6967_MARK LOGO: NOS   
 AM6967_PROJECTION: RECESSED 10 CENTIMETERS
 AM6967_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6967+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2000
 AM6967_ROD/PIPE-DEPTH: 15   meters
 AM6967
 AM6967  HISTORY     - Date     Condition        Report By
 AM6967  HISTORY     - 1977     MONUMENTED       NOS
 AM6967  HISTORY     - 20000820 GOOD             NJGS
 AM6967
 AM6967                          STATION DESCRIPTION
 AM6967
 AM6967'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6967'THE STATION IS LOCATED IN THE CITY OF SOMERS POINT.  TO REACH THE
 AM6967'STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 9 AND OCEAN HEIGHTS
 AM6967'AVENUE GO 0.2 MI (0.3 KM) NORTHWEST ON OCEAN HEIGHTS AVENUE TO A
 AM6967'GRAVEL DRIVEWAY ON THE LEFT, TURN LEFT AND GO 0.05 MI (0.08 KM)
 AM6967'SOUTHWEST FROM THE CENTERLINE OF THE DRIVEWAY, 0.9 M (3.0 FT)
 AM6967'NORTHEAST FROM A OLD STEEL FENCE BORDERING THE SOUTH SIDE OF THE
 AM6967'DRIVEWAY.  SET 0.1 M (0.3 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6968 ***********************************************************************
 AM6968  DESIGNATION -  853 4778 D TIDAL
 AM6968  PID         -  AM6968
 AM6968  STATE/COUNTY-  NJ/ATLANTIC
 AM6968  USGS QUAD   -  OCEAN CITY (1994)
 AM6968
 AM6968                         *CURRENT SURVEY CONTROL
 AM6968  ___________________________________________________________________
 AM6968* NAD 83(1986)-  39 20 07.     (N)    074 35 46.     (W)     SCALED    
 AM6968* NAVD 88     -         4.006  (meters)      13.14   (feet)  ADJUSTED  
 AM6968  ___________________________________________________________________
 AM6968  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 AM6968  DYNAMIC HT  -           4.004 (meters)      13.14  (feet)  COMP
 AM6968  MODELED GRAV-     980,108.4   (mgal)                       NAVD 88
 AM6968
 AM6968  VERT ORDER  -  FIRST     CLASS II
 AM6968
 AM6968.The horizontal coordinates were scaled from a topographic map and have
 AM6968.an estimated accuracy of +/- 6 seconds.
 AM6968
 AM6968.The orthometric height was determined by differential leveling
 AM6968.and adjusted by the National Geodetic Survey in March 2005..
 AM6968.No vertical observational check was made to the station.
 AM6968
 AM6968.The geoid height was determined by GEOID03.
 AM6968
 AM6968.The dynamic height is computed by dividing the NAVD 88
 AM6968.geopotential number by the normal gravity value computed on the
 AM6968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6968.degrees latitude (g = 980.6199 gals.).
 AM6968
 AM6968.The modeled gravity was interpolated from observed gravity values.
 AM6968
 AM6968;                    North         East    Units  Estimated Accuracy
 AM6968;SPC NJ       -    55,720.      141,720.      MT  (+/- 180 meters Scaled)
 AM6968
 AM6968                          SUPERSEDED SURVEY CONTROL
 AM6968
 AM6968.No superseded survey control is available for this station.
 AM6968
 AM6968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ348540(NAD 83)
 AM6968_MARKER: DJ = TIDAL STATION DISK
 AM6968_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AM6968_SP_SET: BRIDGE ABUTMENT
 AM6968_STAMPING: 4778 D 1977
 AM6968_MARK LOGO: NOS   
 AM6968_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6968_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6968+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2000
 AM6968
 AM6968  HISTORY     - Date     Condition        Report By
 AM6968  HISTORY     - 1977     MONUMENTED       NOS
 AM6968  HISTORY     - 20000820 GOOD             NJGS
 AM6968
 AM6968                          STATION DESCRIPTION
 AM6968
 AM6968'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6968'THE STATION IS LOCATED IN THE CITY OF SOMERS POINT.  TO REACH THE
 AM6968'STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 9 AND OCEAN HEIGHTS
 AM6968'AVENUE, GO 3.5 MI (5.6 KM) NORTHWEST ON OCEAN HEIGHTS AVENUE TO THE
 AM6968'STATION ON THE RIGHT SET IN THE NORTH BRIDGE ABUTMENT.  THE STATION IS
 AM6968'6.1 M (20.0 FT) SOUTHWEST FROM A WOOD UTILITY POLE NUMBER BT 36, 4.4 M
 AM6968'(14.4 FT) NORTHEAST FROM THE CENTERLINE OF OCEAN HEIGHTS AVENUE, 13.2
 AM6968'M (43.3 FT) NORTH NORTHEAST FROM A MANHOLE, 2.1 M (6.9 FT) NORTHWEST
 AM6968'FROM THE SOUTHEAST END OF THE ABUTMENT.  THE STATION IS SET 0.35 M
 AM6968'(1.15 FT) ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6969 ***********************************************************************
 AM6969  DESIGNATION -  853 4778 E TIDAL
 AM6969  PID         -  AM6969
 AM6969  STATE/COUNTY-  NJ/ATLANTIC
 AM6969  USGS QUAD   -  OCEAN CITY (1994)
 AM6969
 AM6969                         *CURRENT SURVEY CONTROL
 AM6969  ___________________________________________________________________
 AM6969* NAD 83(1986)-  39 20 10.     (N)    074 35 48.     (W)     SCALED    
 AM6969* NAVD 88     -         3.569  (meters)      11.71   (feet)  ADJUSTED  
 AM6969  ___________________________________________________________________
 AM6969  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 AM6969  DYNAMIC HT  -           3.567 (meters)      11.70  (feet)  COMP
 AM6969  MODELED GRAV-     980,108.6   (mgal)                       NAVD 88
 AM6969
 AM6969  VERT ORDER  -  FIRST     CLASS II
 AM6969
 AM6969.The horizontal coordinates were scaled from a topographic map and have
 AM6969.an estimated accuracy of +/- 6 seconds.
 AM6969
 AM6969.The orthometric height was determined by differential leveling
 AM6969.and adjusted by the National Geodetic Survey in March 2005..
 AM6969.No vertical observational check was made to the station.
 AM6969
 AM6969.The geoid height was determined by GEOID03.
 AM6969
 AM6969.The dynamic height is computed by dividing the NAVD 88
 AM6969.geopotential number by the normal gravity value computed on the
 AM6969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6969.degrees latitude (g = 980.6199 gals.).
 AM6969
 AM6969.The modeled gravity was interpolated from observed gravity values.
 AM6969
 AM6969;                    North         East    Units  Estimated Accuracy
 AM6969;SPC NJ       -    55,820.      141,670.      MT  (+/- 180 meters Scaled)
 AM6969
 AM6969                          SUPERSEDED SURVEY CONTROL
 AM6969
 AM6969.No superseded survey control is available for this station.
 AM6969
 AM6969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ347541(NAD 83)
 AM6969_MARKER: DJ = TIDAL STATION DISK
 AM6969_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AM6969+WITH SETTING: PAVEMENT
 AM6969_SP_SET: BRIDGE DECK
 AM6969_STAMPING: 4778 E 1977
 AM6969_MARK LOGO: NOS   
 AM6969_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM6969+STABILITY: SURFACE MOTION
 AM6969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6969+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2000
 AM6969
 AM6969  HISTORY     - Date     Condition        Report By
 AM6969  HISTORY     - 1977     MONUMENTED       NOS
 AM6969  HISTORY     - 20000820 GOOD             NJGS
 AM6969
 AM6969                          STATION DESCRIPTION
 AM6969
 AM6969'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6969'THE STATION IS LOCATED IN THE CITY OF SOMERS POINT.  TO REACH THE
 AM6969'STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 9 AND OCEAN HEIGHTS
 AM6969'AVENUE GO 0.4 MI (0.6 KM) NORTHWEST ON OCEAN HEIGHTS AVENUE TO THE
 AM6969'STATION ON THE LEFT IN THE BRIDGE WALL.  THE STATION IS 4.35 M (14.27
 AM6969'FT) SOUTHWEST FROM THE CENTERLINE OF OCEAN HEIGHTS AVENUE, 2.0 M (6.6
 AM6969'FT) SOUTHEAST FROM THE NORTHEAST END OF THE ABUNTMENT, 22.6 M (74.1
 AM6969'FT) SOUTHEAST FROM THE NORTHWEST END OF A STEEL GUIDE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4236 ***********************************************************************
 JU4236  TIDAL BM    -  This is a Tidal Bench Mark.
 JU4236  DESIGNATION -  853 4836 E TIDAL
 JU4236  PID         -  JU4236
 JU4236  STATE/COUNTY-  NJ/ATLANTIC
 JU4236  USGS QUAD   -  OCEAN CITY (1994)
 JU4236
 JU4236                         *CURRENT SURVEY CONTROL
 JU4236  ___________________________________________________________________
 JU4236* NAD 83(1986)-  39 18 28.     (N)    074 31 58.     (W)     SCALED    
 JU4236* NAVD 88     -         1.924  (meters)       6.31   (feet)  ADJUSTED  
 JU4236  ___________________________________________________________________
 JU4236  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 JU4236  DYNAMIC HT  -           1.923 (meters)       6.31  (feet)  COMP
 JU4236  MODELED GRAV-     980,102.2   (mgal)                       NAVD 88
 JU4236
 JU4236  VERT ORDER  -  FIRST     CLASS II
 JU4236
 JU4236.The horizontal coordinates were scaled from a topographic map and have
 JU4236.an estimated accuracy of +/- 6 seconds.
 JU4236
 JU4236.The orthometric height was determined by differential leveling
 JU4236.and adjusted by the National Geodetic Survey in January 1994..
 JU4236
 JU4236.This Tidal Bench Mark is designated as VM 2736
 JU4236.by the Center for Operational Oceanographic Products and Services.
 JU4236
 JU4236.The geoid height was determined by GEOID03.
 JU4236
 JU4236.The dynamic height is computed by dividing the NAVD 88
 JU4236.geopotential number by the normal gravity value computed on the
 JU4236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4236.degrees latitude (g = 980.6199 gals.).
 JU4236
 JU4236.The modeled gravity was interpolated from observed gravity values.
 JU4236
 JU4236;                    North         East    Units  Estimated Accuracy
 JU4236;SPC NJ       -    52,670.      147,170.      MT  (+/- 180 meters Scaled)
 JU4236
 JU4236                          SUPERSEDED SURVEY CONTROL
 JU4236
 JU4236  NGVD 29 (01/10/92)    2.317  (m)            7.60   (f) ADJUSTED    1 2
 JU4236
 JU4236.Superseded values are not recommended for survey control.
 JU4236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4236.See file dsdata.txt to determine how the superseded data were derived.
 JU4236
 JU4236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ402510(NAD 83)
 JU4236_MARKER: DJ = TIDAL STATION DISK
 JU4236_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU4236_SP_SET: GALVANIZED STEEL ROD
 JU4236_STAMPING: 4836 E 1977
 JU4236_MARK LOGO: NOS   
 JU4236_PROJECTION: RECESSED 2 CENTIMETERS
 JU4236_MAGNETIC: I = MARKER IS A STEEL ROD
 JU4236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4236+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1991
 JU4236_ROD/PIPE-DEPTH: 9.5  meters
 JU4236
 JU4236  HISTORY     - Date     Condition        Report By
 JU4236  HISTORY     - 1977     MONUMENTED       LOCENG
 JU4236  HISTORY     - 19910607 GOOD             NJGS
 JU4236  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU4236
 JU4236                          STATION DESCRIPTION
 JU4236
 JU4236'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 JU4236'THE STATION IS LOCATED IN THE BOROUGH OF LONGPORT.  TO REACH THE
 JU4236'STATION FROM THE BOROUGH HALL AT THE JUNCTION OF ATLANTIC AVENUE AND
 JU4236'24TH AVENUE PROCEED 0.6 KM (0.4 MI) SOUTHWEST ON ATLANTIC AVENUE TO
 JU4236'THE STATION ON THE LEFT, SET IN A TRIANGULAR TRAFFIC ISLAND AT THE
 JU4236'INTERSECTION OF ATLANTIC AVENUE AND 17TH AVENUE.  THE STATION IS 1.65
 JU4236'M (5.41 FT) SOUTHWEST OF THE SOUTHWEST CURB OF 17TH AVENUE, 6.9 M
 JU4236'(22.6 FT) NORTHWEST OF THE SOUTH CURBLINE OF THE ISLAND, 5.4 M
 JU4236'(17.7 FT) SOUTHEAST OF THE SOUTHEAST CURB OF ATLANTIC AVENUE, 10.7 M
 JU4236'(35.1 FT) SOUTHWEST OF THE CENTERLINE OF 17TH AVENUE, SET IN A PVC
 JU4236'PIPE 0.05 M (0.16 FT) BELOW THE GROUND.
 JU4236
 JU4236                          STATION RECOVERY (2001)
 JU4236
 JU4236'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU4236'A NEW CONCRETE TRAFFIC ISLAND HAS BEEN CONSTRUCTED AT THIS LOCATION
 JU4236'SINCE THE LAST RECOVERY.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0369 ***********************************************************************
 JU0369  DESIGNATION -  853 4907 TIDAL 1
 JU0369  PID         -  JU0369
 JU0369  STATE/COUNTY-  NJ/CAPE MAY
 JU0369  USGS QUAD   -  OCEAN CITY (1994)
 JU0369
 JU0369                         *CURRENT SURVEY CONTROL
 JU0369  ___________________________________________________________________
 JU0369* NAD 83(1986)-  39 16 55.     (N)    074 34 49.     (W)     SCALED    
 JU0369* NAVD 88     -         1.470  (meters)       4.82   (feet)  ADJUSTED  
 JU0369  ___________________________________________________________________
 JU0369  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 JU0369  DYNAMIC HT  -           1.469 (meters)       4.82  (feet)  COMP
 JU0369  MODELED GRAV-     980,098.7   (mgal)                       NAVD 88
 JU0369
 JU0369  VERT ORDER  -  FIRST     CLASS II
 JU0369
 JU0369.The horizontal coordinates were scaled from a topographic map and have
 JU0369.an estimated accuracy of +/- 6 seconds.
 JU0369
 JU0369.The orthometric height was determined by differential leveling
 JU0369.and adjusted by the National Geodetic Survey in March 2001..
 JU0369.WARNING-Repeat measurements at this control monument indicate possible
 JU0369.vertical movement.
 JU0369
 JU0369.The geoid height was determined by GEOID03.
 JU0369
 JU0369.The dynamic height is computed by dividing the NAVD 88
 JU0369.geopotential number by the normal gravity value computed on the
 JU0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0369.degrees latitude (g = 980.6199 gals.).
 JU0369
 JU0369.The modeled gravity was interpolated from observed gravity values.
 JU0369
 JU0369;                    North         East    Units  Estimated Accuracy
 JU0369;SPC NJ       -    49,800.      143,070.      MT  (+/- 180 meters Scaled)
 JU0369
 JU0369                          SUPERSEDED SURVEY CONTROL
 JU0369
 JU0369  NAVD 88 (06/15/91)    1.504  (m)            4.93   (f) UNKNOWN     1 1
 JU0369  NGVD 29 (04/16/92)    1.896  (m)            6.22   (f) ADJUSTED    1 1
 JU0369
 JU0369.Superseded values are not recommended for survey control.
 JU0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0369.See file dsdata.txt to determine how the superseded data were derived.
 JU0369
 JU0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ362481(NAD 83)
 JU0369_MARKER: DJ = TIDAL STATION DISK
 JU0369_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0369_SP_SET: STEP
 JU0369_STAMPING: NO 1 1937
 JU0369_MARK LOGO: CGS   
 JU0369_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0369+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2000
 JU0369
 JU0369  HISTORY     - Date     Condition        Report By
 JU0369  HISTORY     - 1937     MONUMENTED       CGS
 JU0369  HISTORY     - 1964     GOOD             CGS
 JU0369  HISTORY     - 1979     GOOD             NGS
 JU0369  HISTORY     - 19970502 GOOD             NJGS
 JU0369  HISTORY     - 20000802 GOOD             NJGS
 JU0369
 JU0369                          STATION DESCRIPTION
 JU0369
 JU0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0369'AT OCEAN CITY.
 JU0369'AT OCEAN CITY, 195 FEET SOUTHEAST OF THE SOUTHEAST END OF OCEAN
 JU0369'CITY AND SOMERS POINT BRIDGE, 14.3 FEET NORTHEAST OF THE NORTHEAST
 JU0369'CURB OF 9TH STREET, 91 FEET SOUTHEAST OF THE EXTENDED CENTER
 JU0369'LINE OF PALEN AVENUE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET
 JU0369'AND SET IN THE TOP AT THE SOUTH CORNER OF THE CONCRETE STEP AT
 JU0369'THE SOUTHWEST ENTRANCE OF THE OFFICE OF JOHN CASTALDI GENERAL
 JU0369'CONTRACTOR.  NOTE-- OCEAN CITY (FOOT OF 9TH STREET), BACK THOROFARE.
 JU0369
 JU0369                          STATION RECOVERY (1979)
 JU0369
 JU0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0369'RECOVERED IN GOOD CONDITION.
 JU0369
 JU0369                          STATION RECOVERY (1997)
 JU0369
 JU0369'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (JVS)
 JU0369'RECOVERED AS DESCRIBED.
 JU0369
 JU0369                          STATION RECOVERY (2000)
 JU0369
 JU0369'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (JVS)
 JU0369'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6964 ***********************************************************************
 AM6964  DESIGNATION -  853 4975 F TIDAL
 AM6964  PID         -  AM6964
 AM6964  STATE/COUNTY-  NJ/CAPE MAY
 AM6964  USGS QUAD   -  MARMORA (1994)
 AM6964
 AM6964                         *CURRENT SURVEY CONTROL
 AM6964  ___________________________________________________________________
 AM6964* NAD 83(1986)-  39 17 16.     (N)    074 37 29.     (W)     SCALED    
 AM6964* NAVD 88     -         1.440  (meters)       4.72   (feet)  ADJUSTED  
 AM6964  ___________________________________________________________________
 AM6964  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 AM6964  DYNAMIC HT  -           1.440 (meters)       4.72  (feet)  COMP
 AM6964  MODELED GRAV-     980,100.3   (mgal)                       NAVD 88
 AM6964
 AM6964  VERT ORDER  -  FIRST     CLASS II
 AM6964
 AM6964.The horizontal coordinates were scaled from a topographic map and have
 AM6964.an estimated accuracy of +/- 6 seconds.
 AM6964
 AM6964.The orthometric height was determined by differential leveling
 AM6964.and adjusted by the National Geodetic Survey in March 2005..
 AM6964.No vertical observational check was made to the station.
 AM6964
 AM6964.The geoid height was determined by GEOID03.
 AM6964
 AM6964.The dynamic height is computed by dividing the NAVD 88
 AM6964.geopotential number by the normal gravity value computed on the
 AM6964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6964.degrees latitude (g = 980.6199 gals.).
 AM6964
 AM6964.The modeled gravity was interpolated from observed gravity values.
 AM6964
 AM6964;                    North         East    Units  Estimated Accuracy
 AM6964;SPC NJ       -    50,450.      139,240.      MT  (+/- 180 meters Scaled)
 AM6964
 AM6964                          SUPERSEDED SURVEY CONTROL
 AM6964
 AM6964.No superseded survey control is available for this station.
 AM6964
 AM6964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ323487(NAD 83)
 AM6964_MARKER: DJ = TIDAL STATION DISK
 AM6964_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AM6964_STAMPING: 4975 F 1977
 AM6964_MARK LOGO: NOS   
 AM6964_PROJECTION: FLUSH
 AM6964_MAGNETIC: I = MARKER IS A STEEL ROD
 AM6964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6964+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2000
 AM6964_ROD/PIPE-DEPTH: 15   meters
 AM6964
 AM6964  HISTORY     - Date     Condition        Report By
 AM6964  HISTORY     - 1977     MONUMENTED       NOS
 AM6964  HISTORY     - 20000816 GOOD             NJGS
 AM6964  HISTORY     - 20060127 GOOD             GEOCAC
 AM6964
 AM6964                          STATION DESCRIPTION
 AM6964
 AM6964'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6964'THE STATION IS LOCATED IN UPPER TOWNSHIP, IN BEESLEY POINT.  TO REACH
 AM6964'THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 9 AND COUNTY ROUTE
 AM6964'585, GO 1.5 MILES (2.4 KM) NORTHEAST ON U.S.  HIGHWAY 9 TO HARBOR
 AM6964'ROAD, AT BEESLEY POINT TURN RIGHT AND GO .15 MILE (0.24 KM) EAST ON
 AM6964'HARBOR ROAD TO THE STATION ON THE RIGHT.  THE STATION IS 1.25 M (4.10
 AM6964'FT) SOUTHWEST FROM A WOOD UTILITY POLE BT 4 A 18423, 62 M (203.4 FT)
 AM6964'EAST NORTH EAST FROM A PAY TELEPHONE, 49.5 M (162.4 FT) EAST FROM A
 AM6964'WOOD UTILITY POLE W 15085, SET .33 M (1.08 FT) BELOW THE GROUND.
 AM6964
 AM6964                          STATION RECOVERY (2006)
 AM6964
 AM6964'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AM6964'STATION IS 4.1 FEET SOUTHWEST FROM WOOD UTILITY POLE NUMBER BT00004
 AM6964'A18423, 1.0 FEET EST OF A METAL WITNESS POST WITH A STANDARD SIGN, AND
 AM6964'ABOUT 1.25 FEET BELOW THE SURFACE IN A PVC PIPE.  HANDHELD COORDINATES
 AM6964'ARE N39-17-14.16 W074-37-35.64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6965 ***********************************************************************
 AM6965  DESIGNATION -  853 4975 H TIDAL
 AM6965  PID         -  AM6965
 AM6965  STATE/COUNTY-  NJ/CAPE MAY
 AM6965  USGS QUAD   -  MARMORA (1994)
 AM6965
 AM6965                         *CURRENT SURVEY CONTROL
 AM6965  ___________________________________________________________________
 AM6965* NAD 83(1986)-  39 17 16.     (N)    074 37 29.     (W)     SCALED    
 AM6965* NAVD 88     -         2.241  (meters)       7.35   (feet)  ADJUSTED  
 AM6965  ___________________________________________________________________
 AM6965  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 AM6965  DYNAMIC HT  -           2.240 (meters)       7.35  (feet)  COMP
 AM6965  MODELED GRAV-     980,100.3   (mgal)                       NAVD 88
 AM6965
 AM6965  VERT ORDER  -  FIRST     CLASS II
 AM6965
 AM6965.The horizontal coordinates were scaled from a topographic map and have
 AM6965.an estimated accuracy of +/- 6 seconds.
 AM6965
 AM6965.The orthometric height was determined by differential leveling
 AM6965.and adjusted by the National Geodetic Survey in March 2005..
 AM6965.No vertical observational check was made to the station.
 AM6965
 AM6965.The geoid height was determined by GEOID03.
 AM6965
 AM6965.The dynamic height is computed by dividing the NAVD 88
 AM6965.geopotential number by the normal gravity value computed on the
 AM6965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6965.degrees latitude (g = 980.6199 gals.).
 AM6965
 AM6965.The modeled gravity was interpolated from observed gravity values.
 AM6965
 AM6965;                    North         East    Units  Estimated Accuracy
 AM6965;SPC NJ       -    50,450.      139,240.      MT  (+/- 180 meters Scaled)
 AM6965
 AM6965                          SUPERSEDED SURVEY CONTROL
 AM6965
 AM6965.No superseded survey control is available for this station.
 AM6965
 AM6965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ323487(NAD 83)
 AM6965_MARKER: DJ = TIDAL STATION DISK
 AM6965_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AM6965_SP_SET: BRIDGE ABUTMENT
 AM6965_STAMPING: 4975 H 1977
 AM6965_MARK LOGO: NOS   
 AM6965_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM6965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6965+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2006
 AM6965
 AM6965  HISTORY     - Date     Condition        Report By
 AM6965  HISTORY     - 1977     MONUMENTED       NOS
 AM6965  HISTORY     - 20000819 GOOD             NJGS
 AM6965  HISTORY     - 20060127 GOOD             GEOCAC
 AM6965
 AM6965                          STATION DESCRIPTION
 AM6965
 AM6965'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6965'THE STATION IS LOCATED IN UPPER TOWNSHIP.  TO REACH THE STATION FROM
 AM6965'THE INTERSECTION OF U.S.  HIGHWAY 9 AND COUNTY ROAD 585 GO 1.5 MI (2.4
 AM6965'KM) NORTHEAST ON U.S.  HIGHWAY 9 TO HARBOR ROAD, AT BEESLEYS POINT,
 AM6965'TURN RIGHT AND GO .25 MI (0.40 KM) SOUTHEAST ON HARBOR ROAD TO THE
 AM6965'SOUTHWEST BRIDGE ABUTMENT OF THE SOUTHBOUND LANES OF THE GARDEN STATE
 AM6965'PARKWAY OVER HARBOR ROAD AND THE STATION ON THE RIGHT, SET VERTICALLY
 AM6965'IN THE WEST FACE OF THE BRIDGE ABUTMENT.  THE STATION IS 6.15 M (20.18
 AM6965'FT) SOUTHWEST OF THE GUIDE RAIL, 1.4 M (4.6 FT) ABOVE THE GROUND.
 AM6965
 AM6965                          STATION RECOVERY (2006)
 AM6965
 AM6965'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AM6965'HANDHELD COORDINATES ARE N39-17-16.68 W074-37-28.98.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2409 ***********************************************************************
 JU2409  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2409  DESIGNATION -  853 5101 D TIDAL
 JU2409  PID         -  JU2409
 JU2409  STATE/COUNTY-  NJ/CAPE MAY
 JU2409  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2409
 JU2409                         *CURRENT SURVEY CONTROL
 JU2409  ___________________________________________________________________
 JU2409* NAD 83(1986)-  39 13 29.     (N)    074 38 23.     (W)     SCALED    
 JU2409* NAVD 88     -         1.360  (meters)       4.46   (feet)  ADJUSTED  
 JU2409  ___________________________________________________________________
 JU2409  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 JU2409  DYNAMIC HT  -           1.359 (meters)       4.46  (feet)  COMP
 JU2409  MODELED GRAV-     980,088.4   (mgal)                       NAVD 88
 JU2409
 JU2409  VERT ORDER  -  FIRST     CLASS II
 JU2409
 JU2409.The horizontal coordinates were scaled from a topographic map and have
 JU2409.an estimated accuracy of +/- 6 seconds.
 JU2409
 JU2409.The orthometric height was determined by differential leveling
 JU2409.and adjusted by the National Geodetic Survey in June 1991..
 JU2409
 JU2409.This Tidal Bench Mark is designated as VM 2753
 JU2409.by the Center for Operational Oceanographic Products and Services.
 JU2409
 JU2409.The geoid height was determined by GEOID03.
 JU2409
 JU2409.The dynamic height is computed by dividing the NAVD 88
 JU2409.geopotential number by the normal gravity value computed on the
 JU2409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2409.degrees latitude (g = 980.6199 gals.).
 JU2409
 JU2409.The modeled gravity was interpolated from observed gravity values.
 JU2409
 JU2409;                    North         East    Units  Estimated Accuracy
 JU2409;SPC NJ       -    43,460.      137,940.      MT  (+/- 180 meters Scaled)
 JU2409
 JU2409                          SUPERSEDED SURVEY CONTROL
 JU2409
 JU2409  NGVD 29 (01/10/92)    1.750  (m)            5.74   (f) ADJUSTED    1 2
 JU2409
 JU2409.Superseded values are not recommended for survey control.
 JU2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2409.See file dsdata.txt to determine how the superseded data were derived.
 JU2409
 JU2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ310417(NAD 83)
 JU2409_MARKER: DJ = TIDAL STATION DISK
 JU2409_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2409_SP_SET: GALVANIZED STEEL ROD
 JU2409_STAMPING: 5101 D 1977
 JU2409_PROJECTION: RECESSED 5 CENTIMETERS
 JU2409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2409_ROD/PIPE-DEPTH: 15.2 meters
 JU2409
 JU2409  HISTORY     - Date     Condition        Report By
 JU2409  HISTORY     - 1977     MONUMENTED       NOS
 JU2409  HISTORY     - 1979     GOOD             NGS
 JU2409  HISTORY     - 20040720 POOR             NJDEP
 JU2409  HISTORY     - 20060224 POOR             GEOCAC
 JU2409
 JU2409                          STATION DESCRIPTION
 JU2409
 JU2409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2409'0.35 MI NE FROM OCEAN CITY.
 JU2409'0.35 MILE NORTHEAST ALONG BAY AVENUE FROM THE BAY AVENUE BRIDGE
 JU2409'OVER CORSON INLET A OCEAN CITY, TO THE INTERSECTION OF BAY AVENUE
 JU2409'AND 56 TH STREET, 0.1 MILE NORTHEAST OF TIDAL MARK 5101 E, 30 FEET
 JU2409'SOUTHEAST OF THE CENTER LINE OF BAY AVENUE, 31.7 FEET SOUTH OF THE
 JU2409'SOUTHEAST CORNER OF A STEEL CATCH BASIN, 104.2 FEET SOUTHWEST OF
 JU2409'THE SOUTHWEST CORNER OF HOUSE NUMBER 5545 BAY AVENUE WHICH IS
 JU2409'A 2 STORY FRAME HOUSE, AND 5.5 FEET NORTHEAST OF A WOOD UTILITY
 JU2409'POLE NUMBER 211.
 JU2409'THE MARK IS 1 FT  W FROM A WITNESS POST.
 JU2409
 JU2409                          STATION RECOVERY (2004)
 JU2409
 JU2409'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2004 (WM)
 JU2409'CENTER OF DISK SET ON ROD, OUTER EDGE BROKEN, STILL INSIDE PVC PIPE
 JU2409
 JU2409                          STATION RECOVERY (2006)
 JU2409
 JU2409'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2409'THE DISK HAS BEEN REMOVED, AND THE ROD PROJECTS ABOUT SIX INCHES ABOVE
 JU2409'THE SURFACE AND IS BENT AT A THIRTY DGEREE ANGLE.  HANDHELD
 JU2409'COORDINATES ARE N39-13-30.48 W074-38-23.46.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2408 ***********************************************************************
 JU2408  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2408  DESIGNATION -  853 5101 E TIDAL
 JU2408  PID         -  JU2408
 JU2408  STATE/COUNTY-  NJ/CAPE MAY
 JU2408  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2408
 JU2408                         *CURRENT SURVEY CONTROL
 JU2408  ___________________________________________________________________
 JU2408* NAD 83(1986)-  39 13 28.     (N)    074 38 20.     (W)     SCALED    
 JU2408* NAVD 88     -         1.095  (meters)       3.59   (feet)  ADJUSTED  
 JU2408  ___________________________________________________________________
 JU2408  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 JU2408  DYNAMIC HT  -           1.094 (meters)       3.59  (feet)  COMP
 JU2408  MODELED GRAV-     980,088.3   (mgal)                       NAVD 88
 JU2408
 JU2408  VERT ORDER  -  FIRST     CLASS II
 JU2408
 JU2408.The horizontal coordinates were scaled from a topographic map and have
 JU2408.an estimated accuracy of +/- 6 seconds.
 JU2408
 JU2408.The orthometric height was determined by differential leveling
 JU2408.and adjusted by the National Geodetic Survey in June 1991..
 JU2408
 JU2408.This Tidal Bench Mark is designated as VM 2754
 JU2408.by the Center for Operational Oceanographic Products and Services.
 JU2408
 JU2408.The geoid height was determined by GEOID03.
 JU2408
 JU2408.The dynamic height is computed by dividing the NAVD 88
 JU2408.geopotential number by the normal gravity value computed on the
 JU2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2408.degrees latitude (g = 980.6199 gals.).
 JU2408
 JU2408.The modeled gravity was interpolated from observed gravity values.
 JU2408
 JU2408;                    North         East    Units  Estimated Accuracy
 JU2408;SPC NJ       -    43,420.      138,010.      MT  (+/- 180 meters Scaled)
 JU2408
 JU2408                          SUPERSEDED SURVEY CONTROL
 JU2408
 JU2408  NGVD 29 (01/10/92)    1.485  (m)            4.87   (f) ADJUSTED    1 2
 JU2408
 JU2408.Superseded values are not recommended for survey control.
 JU2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2408.See file dsdata.txt to determine how the superseded data were derived.
 JU2408
 JU2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ311417(NAD 83)
 JU2408_MARKER: DJ = TIDAL STATION DISK
 JU2408_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2408_SP_SET: GALVANIZED STEEL ROD
 JU2408_STAMPING: 5101 E 1977
 JU2408_PROJECTION: RECESSED 5 CENTIMETERS
 JU2408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2408_ROD/PIPE-DEPTH: 15.2 meters
 JU2408
 JU2408  HISTORY     - Date     Condition        Report By
 JU2408  HISTORY     - 1977     MONUMENTED       NOS
 JU2408  HISTORY     - 1979     GOOD             NGS
 JU2408
 JU2408                          STATION DESCRIPTION
 JU2408
 JU2408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2408'0.45 MI NE FROM OCEAN CITY.
 JU2408'0.35 MILE NORTHEAST ALONG BAY AVENUE FROM THE BAY AVENUE BRIDGE
 JU2408'OVER CORSON INLET AT OCEAN CITY, TO THE INTERSECTION OF BAY AVENUE
 JU2408'AND 56 TH STREET, THENCE 0.1 MILE SOUTHEAST ALONG 56 TH STREE TO
 JU2408'HAVEN AVENUE, THE MARK IS ON THE EXTENDED CENTER LINE OF HAVEN
 JU2408'AVENUE, 50.3 FEET SOUTH OF THE SOUTHEAST CORNER OF A CATCH BASIN,
 JU2408'49.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SECOND STEEL CATCH
 JU2408'BASIN, 95.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE NUMBER
 JU2408'5545 HAVEN AVENUE, 5.7 FEET SOUTH OF THE WOOD BLOCKADE FENCE AT THE
 JU2408'SOUTH END OF HAVEN AVENUE, AND 40.8 FEET NORTHEAST OF THE SOUTH END
 JU2408'OF A 2.5 FOOT DIAMETER STEEL CORRUGATED CULVERT PIPE.
 JU2408'THE MARK IS 1 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2407 ***********************************************************************
 JU2407  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2407  DESIGNATION -  853 5101 F TIDAL
 JU2407  PID         -  JU2407
 JU2407  STATE/COUNTY-  NJ/CAPE MAY
 JU2407  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2407
 JU2407                         *CURRENT SURVEY CONTROL
 JU2407  ___________________________________________________________________
 JU2407* NAD 83(1986)-  39 13 14.     (N)    074 38 37.     (W)     SCALED    
 JU2407* NAVD 88     -         1.609  (meters)       5.28   (feet)  ADJUSTED  
 JU2407  ___________________________________________________________________
 JU2407  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 JU2407  DYNAMIC HT  -           1.608 (meters)       5.28  (feet)  COMP
 JU2407  MODELED GRAV-     980,087.6   (mgal)                       NAVD 88
 JU2407
 JU2407  VERT ORDER  -  FIRST     CLASS II
 JU2407
 JU2407.The horizontal coordinates were scaled from a topographic map and have
 JU2407.an estimated accuracy of +/- 6 seconds.
 JU2407
 JU2407.The orthometric height was determined by differential leveling
 JU2407.and adjusted by the National Geodetic Survey in June 1991..
 JU2407
 JU2407.This Tidal Bench Mark is designated as VM 2755
 JU2407.by the Center for Operational Oceanographic Products and Services.
 JU2407
 JU2407.The geoid height was determined by GEOID03.
 JU2407
 JU2407.The dynamic height is computed by dividing the NAVD 88
 JU2407.geopotential number by the normal gravity value computed on the
 JU2407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2407.degrees latitude (g = 980.6199 gals.).
 JU2407
 JU2407.The modeled gravity was interpolated from observed gravity values.
 JU2407
 JU2407;                    North         East    Units  Estimated Accuracy
 JU2407;SPC NJ       -    42,990.      137,600.      MT  (+/- 180 meters Scaled)
 JU2407
 JU2407                          SUPERSEDED SURVEY CONTROL
 JU2407
 JU2407  NGVD 29 (01/10/92)    2.000  (m)            6.56   (f) ADJUSTED    1 2
 JU2407
 JU2407.Superseded values are not recommended for survey control.
 JU2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2407.See file dsdata.txt to determine how the superseded data were derived.
 JU2407
 JU2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ307413(NAD 83)
 JU2407_MARKER: DJ = TIDAL STATION DISK
 JU2407_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2407_SP_SET: GALVANIZED STEEL ROD
 JU2407_STAMPING: 5101 F 1977
 JU2407_PROJECTION: RECESSED 5 CENTIMETERS
 JU2407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2407+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 JU2407_ROD/PIPE-DEPTH: 15.2 meters
 JU2407
 JU2407  HISTORY     - Date     Condition        Report By
 JU2407  HISTORY     - 1977     MONUMENTED       NOS
 JU2407  HISTORY     - 1979     GOOD             NGS
 JU2407  HISTORY     - 20040720 GOOD             NJDEP
 JU2407  HISTORY     - 20060224 GOOD             GEOCAC
 JU2407
 JU2407                          STATION DESCRIPTION
 JU2407
 JU2407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2407'0.2 MI NE FROM OCEAN CITY.
 JU2407'0.2 MILE NORTHEAST ALONG BAY AVENUE FROM THE NORTHEAST END OF THE
 JU2407'BAY AVENUE BRIDGE OVER CORSON INLET, 24.7 FEET SOUTHEAST OF THE
 JU2407'CENTER LINE OF BAY AVENUE, 6.6 FEET NORTHWEST OF WOOD UTILITY POLE
 JU2407'NUMBER 228, 65.6 FEET NORTHEAST OF THE STEEL GUARD RAIL
 JU2407'ALONGSIDE BAY AVENUE, AND 137.9 FEET NORTHEAST OF WOOD UTILITY POLE
 JU2407'NUMBER 5238 ON THE WEST SIDE OF BAY AVENUE.
 JU2407'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 JU2407
 JU2407                          STATION RECOVERY (2004)
 JU2407
 JU2407'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2004 (WM)
 JU2407'RECOVERED IN GOOD CONDITION.
 JU2407
 JU2407                          STATION RECOVERY (2006)
 JU2407
 JU2407'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2407'WOOD UTILITY POLE 228 IS NO LONGER STANDING AND THERE IS NO WITNESS
 JU2407'POST.  HANDHELD COORDINATES ARE N39-13-14.76 W074-38-36.66.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2405 ***********************************************************************
 JU2405  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2405  DESIGNATION -  853 5101 G TIDAL
 JU2405  PID         -  JU2405
 JU2405  STATE/COUNTY-  NJ/CAPE MAY
 JU2405  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2405
 JU2405                         *CURRENT SURVEY CONTROL
 JU2405  ___________________________________________________________________
 JU2405* NAD 83(1986)-  39 13 04.     (N)    074 38 45.     (W)     SCALED    
 JU2405* NAVD 88     -         1.565  (meters)       5.13   (feet)  ADJUSTED  
 JU2405  ___________________________________________________________________
 JU2405  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 JU2405  DYNAMIC HT  -           1.564 (meters)       5.13  (feet)  COMP
 JU2405  MODELED GRAV-     980,087.1   (mgal)                       NAVD 88
 JU2405
 JU2405  VERT ORDER  -  FIRST     CLASS II
 JU2405
 JU2405.The horizontal coordinates were scaled from a topographic map and have
 JU2405.an estimated accuracy of +/- 6 seconds.
 JU2405
 JU2405.The orthometric height was determined by differential leveling
 JU2405.and adjusted by the National Geodetic Survey in June 1991..
 JU2405
 JU2405.This Tidal Bench Mark is designated as VM 2756
 JU2405.by the Center for Operational Oceanographic Products and Services.
 JU2405
 JU2405.The geoid height was determined by GEOID03.
 JU2405
 JU2405.The dynamic height is computed by dividing the NAVD 88
 JU2405.geopotential number by the normal gravity value computed on the
 JU2405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2405.degrees latitude (g = 980.6199 gals.).
 JU2405
 JU2405.The modeled gravity was interpolated from observed gravity values.
 JU2405
 JU2405;                    North         East    Units  Estimated Accuracy
 JU2405;SPC NJ       -    42,690.      137,410.      MT  (+/- 180 meters Scaled)
 JU2405
 JU2405                          SUPERSEDED SURVEY CONTROL
 JU2405
 JU2405  NGVD 29 (01/10/92)    1.956  (m)            6.42   (f) ADJUSTED    1 2
 JU2405
 JU2405.Superseded values are not recommended for survey control.
 JU2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2405.See file dsdata.txt to determine how the superseded data were derived.
 JU2405
 JU2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ305410(NAD 83)
 JU2405_MARKER: DJ = TIDAL STATION DISK
 JU2405_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2405_SP_SET: GALVANIZED STEEL ROD
 JU2405_STAMPING: 5101 G 1977
 JU2405_PROJECTION: RECESSED 5 CENTIMETERS
 JU2405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2405_ROD/PIPE-DEPTH: 15.2 meters
 JU2405
 JU2405  HISTORY     - Date     Condition        Report By
 JU2405  HISTORY     - 1977     MONUMENTED       NOS
 JU2405  HISTORY     - 1979     GOOD             NGS
 JU2405  HISTORY     - 20040720 MARK NOT FOUND   NJDEP
 JU2405
 JU2405                          STATION DESCRIPTION
 JU2405
 JU2405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2405'0.1 MI NE FROM OCEAN CITY.
 JU2405'0.1 MILE NORTHEAST ALONG BAY AVENUE FROM THE BAY AVENUE BRIDGE OVER
 JU2405'CORSON INLET, 24.5 FEET SOUTHEAST OF THE CENTER LINE OF BAY AVENUE,
 JU2405'53.6 FEET SOUTHEAST OF WOOD UTILITY POLE NUMBER 05242, 12.2 FEET
 JU2405'NORTHEAST OF WOOD UTILITY POLE NUMBER 236, AND 115 FEET SOUTHWEST
 JU2405'OF WOOD UTILITY POLE NUMBER BT 235.
 JU2405'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 JU2405
 JU2405                          STATION RECOVERY (2004)
 JU2405
 JU2405'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2004 (WM)
 JU2405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2404 ***********************************************************************
 JU2404  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2404  DESIGNATION -  853 5101 H TIDAL
 JU2404  PID         -  JU2404
 JU2404  STATE/COUNTY-  NJ/CAPE MAY
 JU2404  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2404
 JU2404                         *CURRENT SURVEY CONTROL
 JU2404  ___________________________________________________________________
 JU2404* NAD 83(1986)-  39 13 01.     (N)    074 38 49.     (W)     SCALED    
 JU2404* NAVD 88     -         2.195  (meters)       7.20   (feet)  ADJUSTED  
 JU2404  ___________________________________________________________________
 JU2404  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 JU2404  DYNAMIC HT  -           2.194 (meters)       7.20  (feet)  COMP
 JU2404  MODELED GRAV-     980,086.9   (mgal)                       NAVD 88
 JU2404
 JU2404  VERT ORDER  -  FIRST     CLASS II
 JU2404
 JU2404.The horizontal coordinates were scaled from a topographic map and have
 JU2404.an estimated accuracy of +/- 6 seconds.
 JU2404
 JU2404.The orthometric height was determined by differential leveling
 JU2404.and adjusted by the National Geodetic Survey in June 1991..
 JU2404
 JU2404.This Tidal Bench Mark is designated as VM 2757
 JU2404.by the Center for Operational Oceanographic Products and Services.
 JU2404
 JU2404.The geoid height was determined by GEOID03.
 JU2404
 JU2404.The dynamic height is computed by dividing the NAVD 88
 JU2404.geopotential number by the normal gravity value computed on the
 JU2404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2404.degrees latitude (g = 980.6199 gals.).
 JU2404
 JU2404.The modeled gravity was interpolated from observed gravity values.
 JU2404
 JU2404;                    North         East    Units  Estimated Accuracy
 JU2404;SPC NJ       -    42,590.      137,310.      MT  (+/- 180 meters Scaled)
 JU2404
 JU2404                          SUPERSEDED SURVEY CONTROL
 JU2404
 JU2404  NGVD 29 (01/10/92)    2.586  (m)            8.48   (f) ADJUSTED    1 2
 JU2404
 JU2404.Superseded values are not recommended for survey control.
 JU2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2404.See file dsdata.txt to determine how the superseded data were derived.
 JU2404
 JU2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ304409(NAD 83)
 JU2404_MARKER: DJ = TIDAL STATION DISK
 JU2404_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2404_SP_SET: GALVANIZED STEEL ROD
 JU2404_STAMPING: 5101 H 1977
 JU2404_PROJECTION: RECESSED 5 CENTIMETERS
 JU2404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2404_ROD/PIPE-DEPTH: 15.2 meters
 JU2404
 JU2404  HISTORY     - Date     Condition        Report By
 JU2404  HISTORY     - 1977     MONUMENTED       NOS
 JU2404  HISTORY     - 1979     GOOD             NGS
 JU2404  HISTORY     - 20040720 MARK NOT FOUND   NJDEP
 JU2404
 JU2404                          STATION DESCRIPTION
 JU2404
 JU2404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2404'IN OCEAN CITY.
 JU2404'IN OCEAN CITY, AT THE NORTHEAST END OF THE BAY AVENUE BRIDGE OVER
 JU2404'CORSON INLET, 50.1 FEET NORTH OF THE NORTHEAST END OF THE STEEL
 JU2404'GUARD RAIL ON THE WEST SIDE OF THE BRIDGE, 73.5 FEET NORTHWEST
 JU2404'OF THE NORTHEAST END OF THE METAL RAIL ON THE EAST SIDE OF THE
 JU2404'BAY AVENUE BRIDGE, 39.5 FEET NORTHWEST OF THE CENTER LINE OF BAY
 JU2404'AVENUE, AND 64.8 FEET WEST OF WOOD UTILITY POLE NUMBER 241 ON
 JU2404'THE EAST SIDE OF BAY AVENUE.
 JU2404'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 JU2404
 JU2404                          STATION RECOVERY (2004)
 JU2404
 JU2404'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2004 (WM)
 JU2404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2400 ***********************************************************************
 JU2400  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2400  DESIGNATION -  853 5163 A TIDAL
 JU2400  PID         -  JU2400
 JU2400  STATE/COUNTY-  NJ/CAPE MAY
 JU2400  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2400
 JU2400                         *CURRENT SURVEY CONTROL
 JU2400  ___________________________________________________________________
 JU2400* NAD 83(1986)-  39 11 56.     (N)    074 39 20.     (W)     SCALED    
 JU2400* NAVD 88     -         1.402  (meters)       4.60   (feet)  ADJUSTED  
 JU2400  ___________________________________________________________________
 JU2400  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 JU2400  DYNAMIC HT  -           1.402 (meters)       4.60  (feet)  COMP
 JU2400  MODELED GRAV-     980,083.4   (mgal)                       NAVD 88
 JU2400
 JU2400  VERT ORDER  -  FIRST     CLASS II
 JU2400
 JU2400.The horizontal coordinates were scaled from a topographic map and have
 JU2400.an estimated accuracy of +/- 6 seconds.
 JU2400
 JU2400.The orthometric height was determined by differential leveling
 JU2400.and adjusted by the National Geodetic Survey in June 1991..
 JU2400
 JU2400.This Tidal Bench Mark is designated as VM 2762
 JU2400.by the Center for Operational Oceanographic Products and Services.
 JU2400
 JU2400.The geoid height was determined by GEOID03.
 JU2400
 JU2400.The dynamic height is computed by dividing the NAVD 88
 JU2400.geopotential number by the normal gravity value computed on the
 JU2400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2400.degrees latitude (g = 980.6199 gals.).
 JU2400
 JU2400.The modeled gravity was interpolated from observed gravity values.
 JU2400
 JU2400;                    North         East    Units  Estimated Accuracy
 JU2400;SPC NJ       -    40,590.      136,560.      MT  (+/- 180 meters Scaled)
 JU2400
 JU2400                          SUPERSEDED SURVEY CONTROL
 JU2400
 JU2400  NGVD 29 (01/10/92)    1.792  (m)            5.88   (f) ADJUSTED    1 2
 JU2400
 JU2400.Superseded values are not recommended for survey control.
 JU2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2400.See file dsdata.txt to determine how the superseded data were derived.
 JU2400
 JU2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ297389(NAD 83)
 JU2400_MARKER: DJ = TIDAL STATION DISK
 JU2400_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2400_SP_SET: GALVANIZED STEEL ROD
 JU2400_STAMPING: 5163 A TIDAL 1977
 JU2400_PROJECTION: FLUSH
 JU2400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2400_ROD/PIPE-DEPTH: 15.2 meters
 JU2400
 JU2400  HISTORY     - Date     Condition        Report By
 JU2400  HISTORY     - 1977     MONUMENTED       NOS
 JU2400  HISTORY     - 1979     GOOD             NGS
 JU2400  HISTORY     - 20040719 GOOD             NJDEP
 JU2400
 JU2400                          STATION DESCRIPTION
 JU2400
 JU2400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2400'IN STRATHMERE.
 JU2400'AT STRATHMERE, AT THE INTERSECTION OF WHITTIER ROAD AND
 JU2400'COMMONWEALTH AVENUE, ACROSS COMMONWEALTH AVENUE FROM THE STRATHMERE
 JU2400'POST OFFICE, 10.4 FEET NORTHWEST OF THE NORTHWEST CURB OF
 JU2400'COMMONWEALTH AVENUE, 39.8 FEET NORTHEAST OF WOOD UTILITY POLE NUMBER
 JU2400'3651 ON THE NORTH EDGE OF WHITTIER ROAD, 20.6 FEET EAST OF THE
 JU2400'SOUTHEAST CORNER OF HOUSE NUMBER 101 WHITTIER ROAD, A 2 STORY FRAME
 JU2400'HOUSE, AND 49 FEET SOUTHWEST OF WOOD UTILITY POLE NUMBER 291.
 JU2400'THE MARK IS ABOVE LEVEL WITH ROAD.
 JU2400
 JU2400                          STATION RECOVERY (2004)
 JU2400
 JU2400'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2004 (WM)
 JU2400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2403 ***********************************************************************
 JU2403  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2403  DESIGNATION -  853 5163 B TIDAL
 JU2403  PID         -  JU2403
 JU2403  STATE/COUNTY-  NJ/CAPE MAY
 JU2403  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2403
 JU2403                         *CURRENT SURVEY CONTROL
 JU2403  ___________________________________________________________________
 JU2403* NAD 83(1986)-  39 11 58.     (N)    074 39 17.     (W)     SCALED    
 JU2403* NAVD 88     -         1.690  (meters)       5.54   (feet)  ADJUSTED  
 JU2403  ___________________________________________________________________
 JU2403  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 JU2403  DYNAMIC HT  -           1.689 (meters)       5.54  (feet)  COMP
 JU2403  MODELED GRAV-     980,083.5   (mgal)                       NAVD 88
 JU2403
 JU2403  VERT ORDER  -  FIRST     CLASS II
 JU2403
 JU2403.The horizontal coordinates were scaled from a topographic map and have
 JU2403.an estimated accuracy of +/- 6 seconds.
 JU2403
 JU2403.The orthometric height was determined by differential leveling
 JU2403.and adjusted by the National Geodetic Survey in June 1991..
 JU2403
 JU2403.This Tidal Bench Mark is designated as VM 2763
 JU2403.by the Center for Operational Oceanographic Products and Services.
 JU2403
 JU2403.The geoid height was determined by GEOID03.
 JU2403
 JU2403.The dynamic height is computed by dividing the NAVD 88
 JU2403.geopotential number by the normal gravity value computed on the
 JU2403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2403.degrees latitude (g = 980.6199 gals.).
 JU2403
 JU2403.The modeled gravity was interpolated from observed gravity values.
 JU2403
 JU2403;                    North         East    Units  Estimated Accuracy
 JU2403;SPC NJ       -    40,650.      136,640.      MT  (+/- 180 meters Scaled)
 JU2403
 JU2403                          SUPERSEDED SURVEY CONTROL
 JU2403
 JU2403  NGVD 29 (01/10/92)    2.081  (m)            6.83   (f) ADJUSTED    1 2
 JU2403
 JU2403.Superseded values are not recommended for survey control.
 JU2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2403.See file dsdata.txt to determine how the superseded data were derived.
 JU2403
 JU2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ298389(NAD 83)
 JU2403_MARKER: DJ = TIDAL STATION DISK
 JU2403_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2403_SP_SET: GALVANIZED STEEL ROD
 JU2403_STAMPING: 5163 B 1977
 JU2403_PROJECTION: RECESSED 5 CENTIMETERS
 JU2403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2403_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2403+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2006
 JU2403_ROD/PIPE-DEPTH: 15.2 meters
 JU2403
 JU2403  HISTORY     - Date     Condition        Report By
 JU2403  HISTORY     - 1977     MONUMENTED       NOS
 JU2403  HISTORY     - 1979     GOOD             NGS
 JU2403  HISTORY     - 20040719 GOOD             NJDEP
 JU2403  HISTORY     - 20060224 GOOD             GEOCAC
 JU2403
 JU2403                          STATION DESCRIPTION
 JU2403
 JU2403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2403'IN STRATHMERE.
 JU2403'0.1 MILE SOUTH OF THE SOUTH END OF THE OCEAN DRIVE BRIDGE OVER
 JU2403'STRATHMERE BAY AT STRATHMERE, ALONG OCEAN DRIVE TO ITS INTERSECTION
 JU2403'WITH COMMONWEALTH AVENUE, 400 FEET NORTHEAST OF TIDAL MARK 5163 A,
 JU2403'19.8 FEET NORTHWEST OF THE NORTHWEST CURB OF COMMONWEALTH AVENUE,
 JU2403'SET IN FRONT OF THE OCEAN DRIVE BRIDGE SIGN, 7.0 FEET EAST OF THE
 JU2403'EAST EDGE OF OCEAN DRIVE ROADWAY, 14.8 FEET SOUTH OF WOOD UTILITY
 JU2403'POLE NUMBER W 27679, AND 149.3 FEET SOUTHWEST OF THE WEST CORNER OF
 JU2403'HOUSE NUMBER 400 COMMONWEALTH, A 2 STORY WOOD FRAME HOUSE.
 JU2403'THE MARK IS ABOVE LEVEL WITH ROAD.
 JU2403
 JU2403                          STATION RECOVERY (2004)
 JU2403
 JU2403'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2004 (WM)
 JU2403'RECOVERED IN GOOD CONDITION.
 JU2403
 JU2403                          STATION RECOVERY (2006)
 JU2403
 JU2403'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2403'HANDHELD COORDINATES ARE N39-11-59.10 W074-39-16.74.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2402 ***********************************************************************
 JU2402  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2402  DESIGNATION -  853 5163 C TIDAL
 JU2402  PID         -  JU2402
 JU2402  STATE/COUNTY-  NJ/CAPE MAY
 JU2402  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2402
 JU2402                         *CURRENT SURVEY CONTROL
 JU2402  ___________________________________________________________________
 JU2402* NAD 83(1986)-  39 11 52.     (N)    074 39 16.     (W)     SCALED    
 JU2402* NAVD 88     -         2.413  (meters)       7.92   (feet)  ADJUSTED  
 JU2402  ___________________________________________________________________
 JU2402  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 JU2402  DYNAMIC HT  -           2.412 (meters)       7.91  (feet)  COMP
 JU2402  MODELED GRAV-     980,083.2   (mgal)                       NAVD 88
 JU2402
 JU2402  VERT ORDER  -  FIRST     CLASS II
 JU2402
 JU2402.The horizontal coordinates were scaled from a topographic map and have
 JU2402.an estimated accuracy of +/- 6 seconds.
 JU2402
 JU2402.The orthometric height was determined by differential leveling
 JU2402.and adjusted by the National Geodetic Survey in June 1991..
 JU2402
 JU2402.This Tidal Bench Mark is designated as VM 2764
 JU2402.by the Center for Operational Oceanographic Products and Services.
 JU2402
 JU2402.The geoid height was determined by GEOID03.
 JU2402
 JU2402.The dynamic height is computed by dividing the NAVD 88
 JU2402.geopotential number by the normal gravity value computed on the
 JU2402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2402.degrees latitude (g = 980.6199 gals.).
 JU2402
 JU2402.The modeled gravity was interpolated from observed gravity values.
 JU2402
 JU2402;                    North         East    Units  Estimated Accuracy
 JU2402;SPC NJ       -    40,470.      136,660.      MT  (+/- 180 meters Scaled)
 JU2402
 JU2402                          SUPERSEDED SURVEY CONTROL
 JU2402
 JU2402  NGVD 29 (01/10/92)    2.804  (m)            9.20   (f) ADJUSTED    1 2
 JU2402
 JU2402.Superseded values are not recommended for survey control.
 JU2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2402.See file dsdata.txt to determine how the superseded data were derived.
 JU2402
 JU2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ298387(NAD 83)
 JU2402_MARKER: DJ = TIDAL STATION DISK
 JU2402_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2402_SP_SET: GALVANIZED STEEL ROD
 JU2402_STAMPING: 5163 C 1977
 JU2402_PROJECTION: FLUSH
 JU2402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2402+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004
 JU2402_ROD/PIPE-DEPTH: 15.2 meters
 JU2402
 JU2402  HISTORY     - Date     Condition        Report By
 JU2402  HISTORY     - 1977     MONUMENTED       NOS
 JU2402  HISTORY     - 1979     GOOD             NGS
 JU2402  HISTORY     - 20040719 GOOD             NJDEP
 JU2402
 JU2402                          STATION DESCRIPTION
 JU2402
 JU2402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2402'IN STRATHMERE.
 JU2402'0.1 MILE SOUTHEAST ALONG WHITTIER ROAD FROM ITS INTERSECTION WITH
 JU2402'COMMONWEALTH AVENUE AT STRATHMERE, TO THE END OF WHITTIER ROAD AT
 JU2402'THE BEACH OF THE ATLANTIC OCEAN, 28 FEET NORTHEAST OF THE CENTER LINE
 JU2402'OF WHITTIER ROAD, 48.5 FEET NORTHWEST OF THE BULKHEAD BORDERING THE
 JU2402'WEST SIDE OF THE BEACH AREA, 32.2 FEET EAST OF WOOD UTILITY POLE
 JU2402'NUMBER 3655, AND 96 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 JU2402'LAST HOUSE ON WHITTIER ROAD.
 JU2402'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 JU2402'THE MARK IS ABOVE LEVEL WITH ROAD.
 JU2402
 JU2402                          STATION RECOVERY (2004)
 JU2402
 JU2402'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2004 (WM)
 JU2402'DISK RAISED ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2340 ***********************************************************************
 JU2340  DESIGNATION -  853 5357 C TIDAL
 JU2340  PID         -  JU2340
 JU2340  STATE/COUNTY-  NJ/CAPE MAY
 JU2340  USGS QUAD   -  STONE HARBOR (1972)
 JU2340
 JU2340                         *CURRENT SURVEY CONTROL
 JU2340  ___________________________________________________________________
 JU2340* NAD 83(1986)-  39 07 05.     (N)    074 45 21.     (W)     SCALED    
 JU2340* NAVD 88     -         1.441  (meters)       4.73   (feet)  ADJUSTED  
 JU2340  ___________________________________________________________________
 JU2340  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 JU2340  DYNAMIC HT  -           1.441 (meters)       4.73  (feet)  COMP
 JU2340  MODELED GRAV-     980,069.4   (mgal)                       NAVD 88
 JU2340
 JU2340  VERT ORDER  -  FIRST     CLASS II
 JU2340
 JU2340.The horizontal coordinates were scaled from a topographic map and have
 JU2340.an estimated accuracy of +/- 6 seconds.
 JU2340
 JU2340.The orthometric height was determined by differential leveling
 JU2340.and adjusted by the National Geodetic Survey in June 1991..
 JU2340
 JU2340.The geoid height was determined by GEOID03.
 JU2340
 JU2340.The dynamic height is computed by dividing the NAVD 88
 JU2340.geopotential number by the normal gravity value computed on the
 JU2340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2340.degrees latitude (g = 980.6199 gals.).
 JU2340
 JU2340.The modeled gravity was interpolated from observed gravity values.
 JU2340
 JU2340;                    North         East    Units  Estimated Accuracy
 JU2340;SPC NJ       -    31,640.      127,880.      MT  (+/- 180 meters Scaled)
 JU2340
 JU2340                          SUPERSEDED SURVEY CONTROL
 JU2340
 JU2340  NGVD 29 (01/10/92)    1.835  (m)            6.02   (f) ADJUSTED    1 2
 JU2340
 JU2340.Superseded values are not recommended for survey control.
 JU2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2340.See file dsdata.txt to determine how the superseded data were derived.
 JU2340
 JU2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ211299(NAD 83)
 JU2340_MARKER: DJ = TIDAL STATION DISK
 JU2340_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2340_SP_SET: GALVANIZED STEEL ROD
 JU2340_STAMPING: 5357 C 1977
 JU2340_MARK LOGO: NOS   
 JU2340_PROJECTION: RECESSED 5 CENTIMETERS
 JU2340_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2340+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1996
 JU2340_ROD/PIPE-DEPTH: 6.10 meters
 JU2340
 JU2340  HISTORY     - Date     Condition        Report By
 JU2340  HISTORY     - 1977     MONUMENTED       NOS
 JU2340  HISTORY     - 1979     GOOD             NGS
 JU2340  HISTORY     - 19960924 GOOD             NJGS
 JU2340
 JU2340                          STATION DESCRIPTION
 JU2340
 JU2340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2340'1.5 MI SE FROM SWAINTON.
 JU2340'1.5 MILES SOUTHEAST ALONG AVALON BOULEVARD FROM THE JUNCTION OF STATE
 JU2340'ROUTE 9 AT SWAINTON, 1.0 MILE SOUTHEAST OF THE NORTHBOUND SPAN OF
 JU2340'THE GARDEN STATE PARKWAY OVERPASS, 60.0 FEET NORTHWEST OF POWER POLE
 JU2340'W 17933, 15.9 FEET NORTH AND ACROSS THE BOULEVARD FROM AN UNDER-
 JU2340'GROUND CABLE POST, 15.7 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE
 JU2340'PAVEMENT.
 JU2340'THE MARK IS 3 FT BELOW BOULEVARD.
 JU2340
 JU2340                          STATION RECOVERY (1996)
 JU2340
 JU2340'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU2340'STATION IS LOCATED IN MIDDLE TOWNSHIP ON THE NORTHWEST SIDE OF AVALON
 JU2340'BOULEVARD, COUNTY ROAD 601.  TO REACH THE STATION FROM THE
 JU2340'INTERSECTION OF THE BRIDGE CARRYING THE NORTHBOUND LANES OF THE GARDEN
 JU2340'STATE PARKWAY OVER AVALON BOULEVARD, COUNTY ROAD 601 AT INTERCHANGE
 JU2340'13, GO SOUTHEAST ON AVALON BOULEVARD FOR 1.05 MI (1.69 KM) TO THE
 JU2340'STATION ON THE LEFT.  THE STATION IS 164.5 FT (50.1 M) SOUTHEAST FROM
 JU2340'POLE NUMBER 30545, 58.0 FT (17.7 M) NORTHWEST FROM A POLE WITH NO
 JU2340'NUMBER AND 15.7 FT (4.8 M) NORTHEAST FROM THE NORTHEAST EDGE OF PAVING
 JU2340'OF THE WESTBOUND LANE OF AVALON BOULEVARD. THE STATION DISK ON THE
 JU2340'GALVANIZED STEEL ROD NOW PROJECTS ABOUT 1 FT (0.3 M) ABOVE THE
 JU2340'CONCRETE COLLAR SURROUNDING THE PLASTIC PIPE.  THE CONCRETE COLLAR IS
 JU2340'VERY SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2341 ***********************************************************************
 JU2341  DESIGNATION -  853 5357 E TIDAL
 JU2341  PID         -  JU2341
 JU2341  STATE/COUNTY-  NJ/CAPE MAY
 JU2341  USGS QUAD   -  STONE HARBOR (1972)
 JU2341
 JU2341                         *CURRENT SURVEY CONTROL
 JU2341  ___________________________________________________________________
 JU2341* NAD 83(1986)-  39 07 04.     (N)    074 45 18.     (W)     SCALED    
 JU2341* NAVD 88     -         3.046  (meters)       9.99   (feet)  ADJUSTED  
 JU2341  ___________________________________________________________________
 JU2341  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 JU2341  DYNAMIC HT  -           3.044 (meters)       9.99  (feet)  COMP
 JU2341  MODELED GRAV-     980,069.7   (mgal)                       NAVD 88
 JU2341
 JU2341  VERT ORDER  -  FIRST     CLASS II
 JU2341
 JU2341.The horizontal coordinates were scaled from a topographic map and have
 JU2341.an estimated accuracy of +/- 6 seconds.
 JU2341
 JU2341.The orthometric height was determined by differential leveling
 JU2341.and adjusted by the National Geodetic Survey in June 1991..
 JU2341
 JU2341.The geoid height was determined by GEOID03.
 JU2341
 JU2341.The dynamic height is computed by dividing the NAVD 88
 JU2341.geopotential number by the normal gravity value computed on the
 JU2341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2341.degrees latitude (g = 980.6199 gals.).
 JU2341
 JU2341.The modeled gravity was interpolated from observed gravity values.
 JU2341
 JU2341;                    North         East    Units  Estimated Accuracy
 JU2341;SPC NJ       -    31,610.      127,950.      MT  (+/- 180 meters Scaled)
 JU2341
 JU2341                          SUPERSEDED SURVEY CONTROL
 JU2341
 JU2341  NGVD 29 (01/10/92)    3.439  (m)           11.28   (f) ADJUSTED    1 2
 JU2341
 JU2341.Superseded values are not recommended for survey control.
 JU2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2341.See file dsdata.txt to determine how the superseded data were derived.
 JU2341
 JU2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ211298(NAD 83)
 JU2341_MARKER: DJ = TIDAL STATION DISK
 JU2341_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU2341_SP_SET: BRIDGE ABUTMENT
 JU2341_STAMPING: 5357 E 1977
 JU2341_MARK LOGO: NOS   
 JU2341_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2341+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1997
 JU2341
 JU2341  HISTORY     - Date     Condition        Report By
 JU2341  HISTORY     - 1977     MONUMENTED       NOS
 JU2341  HISTORY     - 1979     GOOD             NGS
 JU2341  HISTORY     - 19970612 GOOD             NJGS
 JU2341
 JU2341                          STATION DESCRIPTION
 JU2341
 JU2341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2341'1.7 MI SE FROM SWAINTON.
 JU2341'1.7 MILES SOUTHEAST ALONG AVALON BOULEVARD FROM THE JUNCTION OF STATE
 JU2341'ROUTE 9 AT SWAINTON, IN THE CONCRETE ABUTMENT OF BRIDGE, 2.1 FEET
 JU2341'SOUTHEAST  OF THE EDGE OF THE SOUTHWEST ABUTMENT, 1.3 FEET SOUTHWEST
 JU2341'OF THE SOUTHERLY CURB OF AVALON BOULEVARD, 1.5 FEET NORTHEAST OF
 JU2341'THE STEEL BRIDGE RAILING ON THE SOUTHERLY SIDE OF THE BRIDGE,
 JU2341'30.1 FEET SOUTHEAST OF A WOODEN TELEPHONE CABLE WARNING SIGN AND
 JU2341'SET FLUSH WITH EXISTING SURFACE.
 JU2341
 JU2341                          STATION RECOVERY (1997)
 JU2341
 JU2341'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU2341'STATION IS LOCATED IN MIDDLE TOWNSHIP ON THE NORTHWEST END OF THE
 JU2341'BRIDGE CARRYING AVALON BOULEVARD, COUNTY ROAD 601 OVER LEONARDS
 JU2341'THOROFARE.  TO REACH THE STATION FROM THE INTERSECTION OF THE GARDEN
 JU2341'STATE PARKWAY AND AVALON BOULEVARD, COUNTY ROAD 601 AT INTERCHANGE 13,
 JU2341'GO SOUTHEAST ON AVALON BOULEVARD FOR 1.3 MI (2.1 KM) TO THE BRIDGE AND
 JU2341'THE STATION ON THE RIGHT.  THE STATION IS 4.8 M (15.7 FT) SOUTHWEST
 JU2341'FROM THE CENTERLINE OF AVALON BOULEVARD, 17.6 M (57.7 FT) SOUTH FROM
 JU2341'AND ACROSS THE ROAD FROM UTILITY POLE NUMBER 32543, 0.7 M (2.3 FT)
 JU2341'SOUTHEAST FROM THE SOUTHEAST END OF THE BRIDGE AND 0.4 M (1.3 FT)
 JU2341'NORTHEAST FROM THE PARAPET WALL AT THE SOUTHWEST END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9381 ***********************************************************************
 AI9381  DESIGNATION -  853 5419 A TIDAL
 AI9381  PID         -  AI9381
 AI9381  STATE/COUNTY-  NJ/CAPE MAY
 AI9381  USGS QUAD   -  AVALON (1994)
 AI9381
 AI9381                         *CURRENT SURVEY CONTROL
 AI9381  ___________________________________________________________________
 AI9381* NAD 83(1986)-  39 06 36.     (N)    074 44 17.     (W)     SCALED    
 AI9381* NAVD 88     -         1.407  (meters)       4.62   (feet)  ADJUSTED  
 AI9381  ___________________________________________________________________
 AI9381  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 AI9381  DYNAMIC HT  -           1.406 (meters)       4.61  (feet)  COMP
 AI9381  MODELED GRAV-     980,067.9   (mgal)                       NAVD 88
 AI9381
 AI9381  VERT ORDER  -  FIRST     CLASS II
 AI9381
 AI9381.The horizontal coordinates were scaled from a topographic map and have
 AI9381.an estimated accuracy of +/- 6 seconds.
 AI9381
 AI9381.The orthometric height was determined by differential leveling
 AI9381.and adjusted by the National Geodetic Survey in March 2001..
 AI9381.No vertical observational check was made to the station.
 AI9381
 AI9381.The geoid height was determined by GEOID03.
 AI9381
 AI9381.The dynamic height is computed by dividing the NAVD 88
 AI9381.geopotential number by the normal gravity value computed on the
 AI9381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9381.degrees latitude (g = 980.6199 gals.).
 AI9381
 AI9381.The modeled gravity was interpolated from observed gravity values.
 AI9381
 AI9381;                    North         East    Units  Estimated Accuracy
 AI9381;SPC NJ       -    30,740.      129,410.      MT  (+/- 180 meters Scaled)
 AI9381
 AI9381                          SUPERSEDED SURVEY CONTROL
 AI9381
 AI9381.No superseded survey control is available for this station.
 AI9381
 AI9381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ226290(NAD 83)
 AI9381_MARKER: DJ = TIDAL STATION DISK
 AI9381_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AI9381_STAMPING: 5419 A 1977
 AI9381_MARK LOGO: NOS   
 AI9381_PROJECTION: RECESSED 6 CENTIMETERS
 AI9381_MAGNETIC: I = MARKER IS A STEEL ROD
 AI9381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9381+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1998
 AI9381_ROD/PIPE-DEPTH: 15.2 meters
 AI9381
 AI9381  HISTORY     - Date     Condition        Report By
 AI9381  HISTORY     - 1977     MONUMENTED       PORTER
 AI9381  HISTORY     - 19980714 GOOD             NJGS
 AI9381
 AI9381                          STATION DESCRIPTION
 AI9381
 AI9381'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9381'THE STATION IS LOCATED IN MIDDLE TOWNSHIP ON THE SOUTH SIDE OF CHANNEL
 AI9381'ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF THE GARDEN STATE
 AI9381'PARKWAY AND AVALON BOULEVARD, COUNTY ROAD 601 AT INTERCHANGE 13, GO
 AI9381'EAST ON AVALON BOULEVARD FOR 1.5 MI (2.4 KM) TO THE INTERSECTION WITH
 AI9381'LEONARDS LANE.  TURN LEFT AND GO NORTH ON LEONARDS LANE FOR 100 M
 AI9381'(328.1 FT) TO THE TEE INTERSECTION WITH OLD AVALON BOULEVARD.  TURN
 AI9381'RIGHT AND GO EAST ON OLD AVALON BOULEVARD FOR 0.65 MI (1.05 KM) TO THE
 AI9381'TEE INTERSECTION WITH SEA GULL LANE ON THE RIGHT.  TURN RIGHT AND GO
 AI9381'SOUTHWEST ON SEA GULL LANE FOR 85 M (278.9 FT) TO THE TEE INTERSECTION
 AI9381'WITH MEADOWVIEW LANE.  TURN LEFT AND GO SOUTHEAST ON MEADOWVIEW LANE
 AI9381'FOR 0.15 MI (0.24 KM) TO THE TEE INTERSECTION WITH CHANNEL ROAD.  TURN
 AI9381'RIGHT AND GO SOUTH AND THEN WEST ON CHANNEL ROAD FOR 0.20 MI (0.32 KM)
 AI9381'TO THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND IN THE LAWN OF
 AI9381'HOUSE NUMBER 56, A ONE STORY FRAME DWELLING. THE STATION IS 22.5 FT
 AI9381'(6.9 M) SOUTHWEST FROM CENTERLINE OF CHANNEL ROAD AND 19.3 FT (5.9 M)
 AI9381'NORTH NORTHEAST FROM THE NORTHEAST CORNER OF HOUSE NUMBER 56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9380 ***********************************************************************
 AI9380  DESIGNATION -  853 5419 B TIDAL
 AI9380  PID         -  AI9380
 AI9380  STATE/COUNTY-  NJ/CAPE MAY
 AI9380  USGS QUAD   -  AVALON (1994)
 AI9380
 AI9380                         *CURRENT SURVEY CONTROL
 AI9380  ___________________________________________________________________
 AI9380* NAD 83(1986)-  39 06 37.     (N)    074 44 16.     (W)     SCALED    
 AI9380* NAVD 88     -         1.392  (meters)       4.57   (feet)  ADJUSTED  
 AI9380  ___________________________________________________________________
 AI9380  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 AI9380  DYNAMIC HT  -           1.392 (meters)       4.57  (feet)  COMP
 AI9380  MODELED GRAV-     980,068.0   (mgal)                       NAVD 88
 AI9380
 AI9380  VERT ORDER  -  FIRST     CLASS II
 AI9380
 AI9380.The horizontal coordinates were scaled from a topographic map and have
 AI9380.an estimated accuracy of +/- 6 seconds.
 AI9380
 AI9380.The orthometric height was determined by differential leveling
 AI9380.and adjusted by the National Geodetic Survey in March 2001..
 AI9380.No vertical observational check was made to the station.
 AI9380
 AI9380.The geoid height was determined by GEOID03.
 AI9380
 AI9380.The dynamic height is computed by dividing the NAVD 88
 AI9380.geopotential number by the normal gravity value computed on the
 AI9380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9380.degrees latitude (g = 980.6199 gals.).
 AI9380
 AI9380.The modeled gravity was interpolated from observed gravity values.
 AI9380
 AI9380;                    North         East    Units  Estimated Accuracy
 AI9380;SPC NJ       -    30,770.      129,440.      MT  (+/- 180 meters Scaled)
 AI9380
 AI9380                          SUPERSEDED SURVEY CONTROL
 AI9380
 AI9380.No superseded survey control is available for this station.
 AI9380
 AI9380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ226290(NAD 83)
 AI9380_MARKER: DJ = TIDAL STATION DISK
 AI9380_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AI9380_STAMPING: 5419 B 1977
 AI9380_MARK LOGO: NOS   
 AI9380_PROJECTION: RECESSED 6 CENTIMETERS
 AI9380_MAGNETIC: I = MARKER IS A STEEL ROD
 AI9380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9380+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 AI9380_ROD/PIPE-DEPTH: 15.2 meters
 AI9380
 AI9380  HISTORY     - Date     Condition        Report By
 AI9380  HISTORY     - 1977     MONUMENTED       PORTER
 AI9380  HISTORY     - 19980714 GOOD             NJGS
 AI9380  HISTORY     - 20030826 GOOD             USGS
 AI9380  HISTORY     - 20040714 MARK NOT FOUND   USGS
 AI9380
 AI9380                          STATION DESCRIPTION
 AI9380
 AI9380'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9380'THE STATION IS LOCATED IN MIDDLE TOWNSHIP ON THE NORTHEAST SIDE OF SEA
 AI9380'BASS LANE.  TO REACH THE STATION FROM THE INTERSECTION OF THE GARDEN
 AI9380'STATE PARKWAY AND AVALON BOULEVARD, COUNTY ROAD 601 AT INTERCHANGE 13,
 AI9380'GO EAST ON AVALON BOULEVARD FOR 1.5 MI (2.4 KM) TO THE INTERSECTION
 AI9380'WITH LEONARDS LANE.  TURN LEFT AND GO NORTH ON LEONARDS LANE FOR 100 M
 AI9380'(328.1 FT) TO THE TEE INTERSECTION WITH OLD AVALON BOULEVARD.  TURN
 AI9380'RIGHT AND GO EAST ON OLD AVALON BOULEVARD FOR 0.65 MI (1.05 KM) TO THE
 AI9380'TEE INTERSECTION WITH SEA GULL LANE ON THE RIGHT.  TURN RIGHT AND GO
 AI9380'SOUTHWEST ON SEA GULL LANE FOR 85 M (278.9 FT) TO THE TEE INTERSECTION
 AI9380'WITH MEADOWVIEW LANE.  TURN LEFT AND GO SOUTHEAST ON MEADOWVIEW LANE
 AI9380'FOR 100 M (328.1 FT) TO THE TEE INTERSECTION WITH SEA BASS LANE ON THE
 AI9380'RIGHT.  TURN RIGHT AND GO SOUTHWEST ON SEA BASS LANE FOR ABOUT 60 M
 AI9380'(196.8 FT) TO THE STATION ON THE LEFT SET ABOUT 0.03 M (0.10 FT) BELOW
 AI9380'THE GROUND.  THE STATION IS 27.0 FT (8.2 M) SOUTHEAST FROM THE
 AI9380'CENTERLINE OF SEA BASS LANE AND 2.9 FT (0.9 M) NORTHEAST FROM A FIRE
 AI9380'HYDRANT.
 AI9380
 AI9380                          STATION RECOVERY (2003)
 AI9380
 AI9380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9380'RECOVERED IN GOOD CONDITION.
 AI9380
 AI9380                          STATION RECOVERY (2004)
 AI9380
 AI9380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (PBR)
 AI9380'MARK NOT FOUND AFTER 30 MINUTE SEARCH BY 2 PERSON TEAM - NEW SEPTIC
 AI9380'TANK IN AREA, MARK MAY HAVE BEEN LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9379 ***********************************************************************
 AI9379  DESIGNATION -  853 5419 C TIDAL
 AI9379  PID         -  AI9379
 AI9379  STATE/COUNTY-  NJ/CAPE MAY
 AI9379  USGS QUAD   -  AVALON (1994)
 AI9379
 AI9379                         *CURRENT SURVEY CONTROL
 AI9379  ___________________________________________________________________
 AI9379* NAD 83(1986)-  39 06 40.     (N)    074 44 17.     (W)     SCALED    
 AI9379* NAVD 88     -         1.364  (meters)       4.48   (feet)  ADJUSTED  
 AI9379  ___________________________________________________________________
 AI9379  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 AI9379  DYNAMIC HT  -           1.363 (meters)       4.47  (feet)  COMP
 AI9379  MODELED GRAV-     980,068.1   (mgal)                       NAVD 88
 AI9379
 AI9379  VERT ORDER  -  FIRST     CLASS II
 AI9379
 AI9379.The horizontal coordinates were scaled from a topographic map and have
 AI9379.an estimated accuracy of +/- 6 seconds.
 AI9379
 AI9379.The orthometric height was determined by differential leveling
 AI9379.and adjusted by the National Geodetic Survey in March 2001..
 AI9379.No vertical observational check was made to the station.
 AI9379
 AI9379.The geoid height was determined by GEOID03.
 AI9379
 AI9379.The dynamic height is computed by dividing the NAVD 88
 AI9379.geopotential number by the normal gravity value computed on the
 AI9379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9379.degrees latitude (g = 980.6199 gals.).
 AI9379
 AI9379.The modeled gravity was interpolated from observed gravity values.
 AI9379
 AI9379;                    North         East    Units  Estimated Accuracy
 AI9379;SPC NJ       -    30,860.      129,410.      MT  (+/- 180 meters Scaled)
 AI9379
 AI9379                          SUPERSEDED SURVEY CONTROL
 AI9379
 AI9379.No superseded survey control is available for this station.
 AI9379
 AI9379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ226291(NAD 83)
 AI9379_MARKER: DJ = TIDAL STATION DISK
 AI9379_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AI9379_STAMPING: 5419 C 1977
 AI9379_MARK LOGO: NOS   
 AI9379_PROJECTION: RECESSED 6 CENTIMETERS
 AI9379_MAGNETIC: I = MARKER IS A STEEL ROD
 AI9379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9379+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1998
 AI9379_ROD/PIPE-DEPTH: 15.2 meters
 AI9379
 AI9379  HISTORY     - Date     Condition        Report By
 AI9379  HISTORY     - 1977     MONUMENTED       PORTER
 AI9379  HISTORY     - 19980714 GOOD             NJGS
 AI9379  HISTORY     - 20030826 GOOD             USGS
 AI9379
 AI9379                          STATION DESCRIPTION
 AI9379
 AI9379'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9379'THE STATION IS LOCATED IN MIDDLE TOWNSHIP ON THE SOUTHWEST SIDE OF
 AI9379'MEADOWVIEW LANE, NEAR THE TEE INTERSECTION WITH SEA BASS LANE.  TO
 AI9379'REACH THE STATION FROM THE INTERSECTION OF THE GARDEN STATE PARKWAY
 AI9379'AND AVALON BOULEVARD, COUNTY ROAD 601 AT INTERCHANGE 13, GO EAST ON
 AI9379'AVALON BOULEVARD FOR 1.5 MI (2.4 KM) TO THE INTERSECTION WITH LEONARDS
 AI9379'LANE.  TURN LEFT AND GO NORTH ON LEONARDS LANE FOR 100 M (328.1 FT) TO
 AI9379'THE TEE INTERSECTION WITH OLD AVALON BOULEVARD.  TURN RIGHT AND GO
 AI9379'EAST ON OLD AVALON BOULEVARD FOR 0.65 MI (1.05 KM) TO THE TEE
 AI9379'INTERSECTION WITH SEA GULL LANE ON THE RIGHT.  TURN RIGHT AND GO
 AI9379'SOUTHWEST ON SEA GULL LANE FOR ABOUT 85 M (278.9 FT) TO THE TEE
 AI9379'INTERSECTION WITH MEADOWVIEW LANE.  TURN LEFT AND GO SOUTHEAST ON
 AI9379'MEADOWVIEW LANE FOR 100 M (328.1 FT) TO THE STATION ON THE RIGHT SET
 AI9379'ABOUT 0.03 M (0.10 FT) BELOW THE GROUND IN A LANDSCAPED GRASS AREA.
 AI9379'THE STATION IS 24.3 FT (7.4 M) NORTHEAST FROM A WOOD BULKHEAD, 33.5 FT
 AI9379'(10.2 M) SOUTHWEST FROM THE CENTERLINE OF MEADOWVIEW LANE AND 99.0 FT
 AI9379'(30.2 M) NORTHWEST FROM THE CENTERLINE OF SEA BASS LANE.
 AI9379
 AI9379                          STATION RECOVERY (2003)
 AI9379
 AI9379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9382 ***********************************************************************
 AI9382  DESIGNATION -  853 5419 E TIDAL
 AI9382  PID         -  AI9382
 AI9382  STATE/COUNTY-  NJ/CAPE MAY
 AI9382  USGS QUAD   -  AVALON (1994)
 AI9382
 AI9382                         *CURRENT SURVEY CONTROL
 AI9382  ___________________________________________________________________
 AI9382* NAD 83(1986)-  39 06 43.     (N)    074 44 18.     (W)     SCALED    
 AI9382* NAVD 88     -         1.449  (meters)       4.75   (feet)  ADJUSTED  
 AI9382  ___________________________________________________________________
 AI9382  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 AI9382  DYNAMIC HT  -           1.448 (meters)       4.75  (feet)  COMP
 AI9382  MODELED GRAV-     980,068.3   (mgal)                       NAVD 88
 AI9382
 AI9382  VERT ORDER  -  FIRST     CLASS II
 AI9382
 AI9382.The horizontal coordinates were scaled from a topographic map and have
 AI9382.an estimated accuracy of +/- 6 seconds.
 AI9382
 AI9382.The orthometric height was determined by differential leveling
 AI9382.and adjusted by the National Geodetic Survey in March 2001..
 AI9382.No vertical observational check was made to the station.
 AI9382
 AI9382.The geoid height was determined by GEOID03.
 AI9382
 AI9382.The dynamic height is computed by dividing the NAVD 88
 AI9382.geopotential number by the normal gravity value computed on the
 AI9382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9382.degrees latitude (g = 980.6199 gals.).
 AI9382
 AI9382.The modeled gravity was interpolated from observed gravity values.
 AI9382
 AI9382;                    North         East    Units  Estimated Accuracy
 AI9382;SPC NJ       -    30,950.      129,390.      MT  (+/- 180 meters Scaled)
 AI9382
 AI9382                          SUPERSEDED SURVEY CONTROL
 AI9382
 AI9382.No superseded survey control is available for this station.
 AI9382
 AI9382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ226292(NAD 83)
 AI9382_MARKER: DJ = TIDAL STATION DISK
 AI9382_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AI9382_MARK LOGO: NOS   
 AI9382_PROJECTION: RECESSED 6 CENTIMETERS
 AI9382_MAGNETIC: I = MARKER IS A STEEL ROD
 AI9382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9382+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1998
 AI9382_ROD/PIPE-DEPTH: 15.2 meters
 AI9382
 AI9382  HISTORY     - Date     Condition        Report By
 AI9382  HISTORY     - 1977     MONUMENTED       PORTER
 AI9382  HISTORY     - 19980714 GOOD             NJGS
 AI9382  HISTORY     - 20030826 GOOD             USGS
 AI9382
 AI9382                          STATION DESCRIPTION
 AI9382
 AI9382'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 AI9382'THE STATION IS LOCATED IN MIDDLE TOWNSHIP ON THE NORTHEAST SIDE OF OLD
 AI9382'AVALON BOULEVARD, NEAR THE TEE INTERSECTION WITH SEA GULL LANE.  TO
 AI9382'REACH THE STATION FROM THE INTERSECTION OF THE GARDEN STATE PARKWAY
 AI9382'AND AVALON BOULEVARD, COUNTY ROAD 601 AT INTERCHANGE 13, GO EAST ON
 AI9382'AVALON BOULEVARD FOR 1.5 MI (2.4 KM) TO THE INTERSECTION WITH LEONARDS
 AI9382'LANE.  TURN LEFT AND GO NORTH ON LEONARDS LANE FOR 100 M (328.1 FT) TO
 AI9382'THE TEE INTERSECTION WITH OLD AVALON BOULEVARD.  TURN RIGHT AND GO
 AI9382'EAST ON OLD AVALON BOULEVARD FOR 0.65 MI (1.05 KM) TO THE TEE
 AI9382'INTERSECTION WITH SEA GULL LANE ON THE RIGHT AND THE STATION ON THE
 AI9382'LEFT, SET ABOUT 0.05 M (0.16 FT) BELOW THE GROUND.  THE STATION IS 1.8
 AI9382'M (5.9 FT) NORTHWEST FROM POLE NUMBER W 17964, 9.0 M (29.5 FT)
 AI9382'NORTHEAST FROM THE CENTERLINE OF OLD AVALON BOULEVARD, 18.9 M (62.0
 AI9382'FT) EAST FROM THE CENTER OF A UTILITY MANHOLE AT THE INTERSECTION OF
 AI9382'OLD AVALON BOULEVARD AND SEA GULL LANE AND 21.0 M (68.9 FT) EAST
 AI9382'NORTHEAST FROM A STREET SIGN FOR SEA GULL LANE.
 AI9382
 AI9382                          STATION RECOVERY (2003)
 AI9382
 AI9382'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9179 ***********************************************************************
 AH9179  DESIGNATION -  853 5581 E TIDAL
 AH9179  PID         -  AH9179
 AH9179  STATE/COUNTY-  NJ/CAPE MAY
 AH9179  USGS QUAD   -  STONE HARBOR (1972)
 AH9179
 AH9179                         *CURRENT SURVEY CONTROL
 AH9179  ___________________________________________________________________
 AH9179* NAD 83(1986)-  39 03 20.     (N)    074 45 55.     (W)     SCALED    
 AH9179* NAVD 88     -         1.524  (meters)       5.00   (feet)  ADJUSTED  
 AH9179  ___________________________________________________________________
 AH9179  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 AH9179  DYNAMIC HT  -           1.523 (meters)       5.00  (feet)  COMP
 AH9179  MODELED GRAV-     980,060.1   (mgal)                       NAVD 88
 AH9179
 AH9179  VERT ORDER  -  FIRST     CLASS II
 AH9179
 AH9179.The horizontal coordinates were scaled from a topographic map and have
 AH9179.an estimated accuracy of +/- 6 seconds.
 AH9179
 AH9179.The orthometric height was determined by differential leveling
 AH9179.and adjusted by the National Geodetic Survey in March 2001..
 AH9179.No vertical observational check was made to the station.
 AH9179
 AH9179.The geoid height was determined by GEOID03.
 AH9179
 AH9179.The dynamic height is computed by dividing the NAVD 88
 AH9179.geopotential number by the normal gravity value computed on the
 AH9179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9179.degrees latitude (g = 980.6199 gals.).
 AH9179
 AH9179.The modeled gravity was interpolated from observed gravity values.
 AH9179
 AH9179;                    North         East    Units  Estimated Accuracy
 AH9179;SPC NJ       -    24,700.      127,040.      MT  (+/- 180 meters Scaled)
 AH9179
 AH9179                          SUPERSEDED SURVEY CONTROL
 AH9179
 AH9179.No superseded survey control is available for this station.
 AH9179
 AH9179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ203229(NAD 83)
 AH9179_MARKER: DJ = TIDAL STATION DISK
 AH9179_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AH9179_STAMPING: 5581 E 1977
 AH9179_MARK LOGO: NOS   
 AH9179_PROJECTION: RECESSED 5 CENTIMETERS
 AH9179_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9179+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1997
 AH9179_ROD/PIPE-DEPTH: 15.2 meters
 AH9179
 AH9179  HISTORY     - Date     Condition        Report By
 AH9179  HISTORY     - 1977     MONUMENTED       PORTER
 AH9179  HISTORY     - 19970731 GOOD             NJGS
 AH9179  HISTORY     - 20030911 GOOD             USGS
 AH9179
 AH9179                          STATION DESCRIPTION
 AH9179
 AH9179'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH9179'THE STATION IS LOCATED IN THE BOROUGH OF STONE HARBOR.  TO REACH THE
 AH9179'STATION FROM THE INTERSECTION OF STONE HARBOR BOULEVARD, COUNTY ROAD
 AH9179'657, AND THE GARDEN STATE PARKWAY AT INTERCHANGE 10B, GO SOUTHEAST ON
 AH9179'COUNTY ROAD 657 FOR 3.45 MI (5.55 KM) TO THE STATION ON THE LEFT SET
 AH9179'FLUSH WITH THE GROUND AT THE EAST END OF A NARROW TRAFFIC ISLAND
 AH9179'SEPARATING 96TH STREET AND STONE HARBOR BOULEVARD BEFORE THE
 AH9179'INTERSECTION OF SUNSET DRIVE.  THE STATION IS 9.2 FT (2.8 M) NORTHWEST
 AH9179'FROM THE SOUTHEAST TIP OF THE ISLAND, 5.5 FT (1.7 M) NORTHEAST FROM
 AH9179'THE NORTHEAST CURB OF STONE HARBOR BOULEVARD, 5.8 FT (1.8 M) SOUTHWEST
 AH9179'FROM THE SOUTHWEST CURB OF 96TH STREET, 58.6 FT (17.9 M) WEST FROM
 AH9179'WOOD UTILITY POLE NUMBER ACE6280, AND 241 FT (73.5 M) EAST FROM BM
 AH9179'5581 D.  THE STATION IS 0.15 FT (4.57 CM) BELOW THE GROUND.
 AH9179
 AH9179                          STATION RECOVERY (2003)
 AH9179
 AH9179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AH9179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9180 ***********************************************************************
 AH9180  DESIGNATION -  853 5581 F TIDAL
 AH9180  PID         -  AH9180
 AH9180  STATE/COUNTY-  NJ/CAPE MAY
 AH9180  USGS QUAD   -  STONE HARBOR (1972)
 AH9180
 AH9180                         *CURRENT SURVEY CONTROL
 AH9180  ___________________________________________________________________
 AH9180* NAD 83(1986)-  39 03 24.     (N)    074 45 47.     (W)     SCALED    
 AH9180* NAVD 88     -         1.141  (meters)       3.74   (feet)  ADJUSTED  
 AH9180  ___________________________________________________________________
 AH9180  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 AH9180  DYNAMIC HT  -           1.140 (meters)       3.74  (feet)  COMP
 AH9180  MODELED GRAV-     980,060.2   (mgal)                       NAVD 88
 AH9180
 AH9180  VERT ORDER  -  FIRST     CLASS II
 AH9180
 AH9180.The horizontal coordinates were scaled from a topographic map and have
 AH9180.an estimated accuracy of +/- 6 seconds.
 AH9180
 AH9180.The orthometric height was determined by differential leveling
 AH9180.and adjusted by the National Geodetic Survey in March 2001..
 AH9180.No vertical observational check was made to the station.
 AH9180
 AH9180.The geoid height was determined by GEOID03.
 AH9180
 AH9180.The dynamic height is computed by dividing the NAVD 88
 AH9180.geopotential number by the normal gravity value computed on the
 AH9180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9180.degrees latitude (g = 980.6199 gals.).
 AH9180
 AH9180.The modeled gravity was interpolated from observed gravity values.
 AH9180
 AH9180;                    North         East    Units  Estimated Accuracy
 AH9180;SPC NJ       -    24,820.      127,230.      MT  (+/- 180 meters Scaled)
 AH9180
 AH9180                          SUPERSEDED SURVEY CONTROL
 AH9180
 AH9180.No superseded survey control is available for this station.
 AH9180
 AH9180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ205230(NAD 83)
 AH9180_MARKER: DJ = TIDAL STATION DISK
 AH9180_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AH9180_STAMPING: 5581 F 1977
 AH9180_MARK LOGO: NOS   
 AH9180_PROJECTION: RECESSED 5 CENTIMETERS
 AH9180_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9180+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1997
 AH9180_ROD/PIPE-DEPTH: 15.2 meters
 AH9180
 AH9180  HISTORY     - Date     Condition        Report By
 AH9180  HISTORY     - 1977     MONUMENTED       PORTER
 AH9180  HISTORY     - 19970731 GOOD             NJGS
 AH9180  HISTORY     - 20030911 POOR             USGS
 AH9180
 AH9180                          STATION DESCRIPTION
 AH9180
 AH9180'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH9180'THE STATION IS LOCATED IN THE BOROUGH OF STONE HARBOR.  TO REACH THE
 AH9180'STATION FROM THE INTERSECTION OF STONE HARBOR BOULEVARD, COUNTY ROAD
 AH9180'657, AND THE GARDEN STATE PARKWAY AT INTERCHANGE 10B, GO SOUTHEAST ON
 AH9180'COUNTY ROAD 657 FOR 3.45 MI (5.55 KM) TO THE INTERSECTION WITH SUNSET
 AH9180'DRIVE ON THE LEFT.  TURN LEFT AND GO NORTHEAST ON SUNSET DRIVE FOR
 AH9180'0.15 MI (0.24 KM) TO THE STATION ON THE LEFT.  THE STATION IS 369 FT
 AH9180'(112.5 M) NORTHEAST FROM STATION CLUB 2 NO 1, 24.8 FT (7.6 M)
 AH9180'SOUTHWEST FROM THE SOUTHEAST CORNER OF HOUSE NUMBER 9315 SUNSET DRIVE,
 AH9180'30.6 FT (9.3 M) SOUTHWEST FROM A STEEL LAMP POST IN THE FRONT YARD OF
 AH9180'THE HOUSE, 14.2 FT (4.3 M) NORTHWEST FROM THE NORTHWEST CURB OF SUNSET
 AH9180'DRIVE, 5.6 FT (1.7 M) NORTH FROM THE SOUTHEAST END OF A FOUR FT HIGH
 AH9180'CHAIN LINK FENCE, AND 0.15 FT (4.57 CM) BELOW GROUND.
 AH9180
 AH9180                          STATION RECOVERY (2003)
 AH9180
 AH9180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AH9180'MARK IS ABOVE GROUND LEVEL IN THE MIDDLE OF A GRAVEL DRIVEWAY -
 AH9180'APPEARS TO HAVE BEEN DAMAGED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9181 ***********************************************************************
 AH9181  DESIGNATION -  853 5661 D TIDAL
 AH9181  PID         -  AH9181
 AH9181  STATE/COUNTY-  NJ/CAPE MAY
 AH9181  USGS QUAD   -  STONE HARBOR (1972)
 AH9181
 AH9181                         *CURRENT SURVEY CONTROL
 AH9181  ___________________________________________________________________
 AH9181* NAD 83(1986)-  39 01 44.     (N)    074 48 09.     (W)     SCALED    
 AH9181* NAVD 88     -         3.010  (meters)       9.88   (feet)  ADJUSTED  
 AH9181  ___________________________________________________________________
 AH9181  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 AH9181  DYNAMIC HT  -           3.009 (meters)       9.87  (feet)  COMP
 AH9181  MODELED GRAV-     980,057.1   (mgal)                       NAVD 88
 AH9181
 AH9181  VERT ORDER  -  FIRST     CLASS II
 AH9181
 AH9181.The horizontal coordinates were scaled from a topographic map and have
 AH9181.an estimated accuracy of +/- 6 seconds.
 AH9181
 AH9181.The orthometric height was determined by differential leveling
 AH9181.and adjusted by the National Geodetic Survey in March 2001..
 AH9181
 AH9181.The geoid height was determined by GEOID03.
 AH9181
 AH9181.The dynamic height is computed by dividing the NAVD 88
 AH9181.geopotential number by the normal gravity value computed on the
 AH9181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9181.degrees latitude (g = 980.6199 gals.).
 AH9181
 AH9181.The modeled gravity was interpolated from observed gravity values.
 AH9181
 AH9181;                    North         East    Units  Estimated Accuracy
 AH9181;SPC NJ       -    21,750.      123,810.      MT  (+/- 180 meters Scaled)
 AH9181
 AH9181                          SUPERSEDED SURVEY CONTROL
 AH9181
 AH9181.No superseded survey control is available for this station.
 AH9181
 AH9181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ170200(NAD 83)
 AH9181_MARKER: DJ = TIDAL STATION DISK
 AH9181_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH9181_SP_SET: BRIDGE ABUTMENT
 AH9181_STAMPING: 5661 D 1977
 AH9181_MARK LOGO: NOS   
 AH9181_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9181+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 AH9181
 AH9181  HISTORY     - Date     Condition        Report By
 AH9181  HISTORY     - 1977     MONUMENTED       PORTER
 AH9181  HISTORY     - 19970807 GOOD             NJGS
 AH9181  HISTORY     - 19980914 GOOD             NJGS
 AH9181  HISTORY     - 20040621 GOOD             NJDEP
 AH9181  HISTORY     - 20060916 GOOD             GEOCAC
 AH9181
 AH9181                          STATION DESCRIPTION
 AH9181
 AH9181'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (RJK)
 AH9181'THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE EAST BRIDGE
 AH9181'ABUTMENT OF THE BRIDGE CARRYING OCEAN BOULEVARD OVER THE WATERWAY
 AH9181'CONNECTING HEREFORD INLET AND GRASSY SOUND CHANNEL, NEAR DADS BOAT
 AH9181'RENTALS.  THE STATION IS 0.6 FT (18.3 CM) SOUTHEAST FROM THE SOUTHEAST
 AH9181'EDGE OF THE CURB FOR THE NORTHBOUND LANES, 2.0 FT (0.6 M) NORTH FROM
 AH9181'THE SOUTH END OF THE ABUTMENT, 25.5 FT (7.8 M) NORTHWEST FROM POLE
 AH9181'NUMBER W 16141, 41.5 FT (12.6 M) NORTHEAST FROM POLE NUMBER W 7896 AND
 AH9181'10.5 FT (3.2 M) SOUTHEAST FROM THE CENTERLINE OF OCEAN BOULEVARD.
 AH9181
 AH9181                          STATION RECOVERY (1998)
 AH9181
 AH9181'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AH9181'RECOVERED AS DESCRIBED AS FORWARDED IN LEVEL ACCESSION NUMBER L25813,
 AH9181'PART 20.
 AH9181
 AH9181                          STATION RECOVERY (2004)
 AH9181
 AH9181'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2004 (WM)
 AH9181'RECOVERED AS DESCRIBED
 AH9181
 AH9181                          STATION RECOVERY (2006)
 AH9181
 AH9181'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 AH9181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9409 ***********************************************************************
 AI9409  DESIGNATION -  853 5835 TBM 2
 AI9409  PID         -  AI9409
 AI9409  STATE/COUNTY-  NJ/CAPE MAY
 AI9409  USGS QUAD   -  WILDWOOD (1972)
 AI9409
 AI9409                         *CURRENT SURVEY CONTROL
 AI9409  ___________________________________________________________________
 AI9409* NAD 83(1986)-  38 58 35.     (N)    074 49 37.     (W)     SCALED    
 AI9409* NAVD 88     -         3.152  (meters)      10.34   (feet)  ADJUSTED  
 AI9409  ___________________________________________________________________
 AI9409  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 AI9409  DYNAMIC HT  -           3.150 (meters)      10.33  (feet)  COMP
 AI9409  MODELED GRAV-     980,050.9   (mgal)                       NAVD 88
 AI9409
 AI9409  VERT ORDER  -  FIRST     CLASS II
 AI9409
 AI9409.The horizontal coordinates were scaled from a topographic map and have
 AI9409.an estimated accuracy of +/- 6 seconds.
 AI9409
 AI9409.The orthometric height was determined by differential leveling
 AI9409.and adjusted by the National Geodetic Survey in March 2001..
 AI9409
 AI9409.The geoid height was determined by GEOID03.
 AI9409
 AI9409.The dynamic height is computed by dividing the NAVD 88
 AI9409.geopotential number by the normal gravity value computed on the
 AI9409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9409.degrees latitude (g = 980.6199 gals.).
 AI9409
 AI9409.The modeled gravity was interpolated from observed gravity values.
 AI9409
 AI9409;                    North         East    Units  Estimated Accuracy
 AI9409;SPC NJ       -    15,930.      121,670.      MT  (+/- 180 meters Scaled)
 AI9409
 AI9409                          SUPERSEDED SURVEY CONTROL
 AI9409
 AI9409.No superseded survey control is available for this station.
 AI9409
 AI9409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ149141(NAD 83)
 AI9409_MARKER: DB = BENCH MARK DISK
 AI9409_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI9409_SP_SET: SIDEWALK
 AI9409_STAMPING: TBM 2 1972
 AI9409_MARK LOGO: CGS   
 AI9409_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9409+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1999
 AI9409
 AI9409  HISTORY     - Date     Condition        Report By
 AI9409  HISTORY     - 1972     MONUMENTED       CGS
 AI9409  HISTORY     - 19990107 GOOD             NJGS
 AI9409
 AI9409                          STATION DESCRIPTION
 AI9409
 AI9409'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (ECB)
 AI9409'THE STATION IS LOCATED IN THE BOROUGH OF WILDWOOD CREST ON THE
 AI9409'NORTHEAST SIDE OF HEATHER ROAD.  TO REACH THE STATION FROM THE
 AI9409'INTERSECTION OF STATE ROUTE 47 AND THE GARDEN STATE PARKWAY AT
 AI9409'INTERCHANGE 4, GO SOUTHEAST ON STATE ROUTE 47 FOR 3.1 MI (5.0 KM) TO
 AI9409'THE INTERSECTION WITH ATLANTIC AVENUE.  TURN RIGHT AND GO SOUTHWEST ON
 AI9409'ATLANTIC AVENUE FOR 0.40 MI (0.64 KM) TO THE INTERSECTION WITH HEATHER
 AI9409'ROAD.  TURN LEFT AND GO SOUTHEAST ON HEATHER ROAD FOR 0.05 MI (0.08
 AI9409'KM) TO THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE
 AI9409'CONCRETE SIDEWALK NEAR THE SOUTH CORNER OF THE CAROUSEL MOTEL. THE
 AI9409'STATION IS 1.8 M (5.9 FT) EAST SOUTHEAST FROM THE SOUTH CORNER OF THE
 AI9409'CAROUSEL MOTEL, 3.5 M (11.5 FT) NORTH FROM THE WEST CORNER OF A 3 FT
 AI9409'(0.9 M) HIGH CHAIN LINK FENCE SURROUNDING THE MOTEL SWIMMING POOL, 5.6
 AI9409'M (18.4 FT) EAST NORTHEAST FROM THE NORTHEAST CURBLINE OF HEATHER
 AI9409'ROAD, 30.5 M (100.1 FT) NORTH NORTHWEST FROM THE NORTHWEST CURBLINE OF
 AI9409'OCEAN AVENUE AND 0.8 M (2.6 FT) WEST SOUTHWEST FROM THE SOUTHWEST WALL
 AI9409'OF THE MOTEL RECREATION ROOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9407 ***********************************************************************
 AI9407  DESIGNATION -  853 5835 TIDAL 1
 AI9407  PID         -  AI9407
 AI9407  STATE/COUNTY-  NJ/CAPE MAY
 AI9407  USGS QUAD   -  WILDWOOD (1972)
 AI9407
 AI9407                         *CURRENT SURVEY CONTROL
 AI9407  ___________________________________________________________________
 AI9407* NAD 83(1986)-  38 58 38.     (N)    074 49 38.     (W)     SCALED    
 AI9407* NAVD 88     -         2.943  (meters)       9.66   (feet)  ADJUSTED  
 AI9407  ___________________________________________________________________
 AI9407  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 AI9407  DYNAMIC HT  -           2.941 (meters)       9.65  (feet)  COMP
 AI9407  MODELED GRAV-     980,051.0   (mgal)                       NAVD 88
 AI9407
 AI9407  VERT ORDER  -  FIRST     CLASS II
 AI9407
 AI9407.The horizontal coordinates were scaled from a topographic map and have
 AI9407.an estimated accuracy of +/- 6 seconds.
 AI9407
 AI9407.The orthometric height was determined by differential leveling
 AI9407.and adjusted by the National Geodetic Survey in March 2001..
 AI9407
 AI9407.The geoid height was determined by GEOID03.
 AI9407
 AI9407.The dynamic height is computed by dividing the NAVD 88
 AI9407.geopotential number by the normal gravity value computed on the
 AI9407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9407.degrees latitude (g = 980.6199 gals.).
 AI9407
 AI9407.The modeled gravity was interpolated from observed gravity values.
 AI9407
 AI9407;                    North         East    Units  Estimated Accuracy
 AI9407;SPC NJ       -    16,020.      121,650.      MT  (+/- 180 meters Scaled)
 AI9407
 AI9407                          SUPERSEDED SURVEY CONTROL
 AI9407
 AI9407.No superseded survey control is available for this station.
 AI9407
 AI9407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ149142(NAD 83)
 AI9407_MARKER: DJ = TIDAL STATION DISK
 AI9407_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI9407_SP_SET: PAD
 AI9407_STAMPING: NO 1 1975
 AI9407_MARK LOGO: NOS   
 AI9407_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9407+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1999
 AI9407
 AI9407  HISTORY     - Date     Condition        Report By
 AI9407  HISTORY     - 1975     MONUMENTED       NOS
 AI9407  HISTORY     - 19990107 GOOD             NJGS
 AI9407
 AI9407                          STATION DESCRIPTION
 AI9407
 AI9407'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (ECB)
 AI9407'THE STATION IS LOCATED IN THE BOROUGH OF WILDWOOD CREST ON THE
 AI9407'SOUTHEAST SIDE OF ATLANTIC AVENUE.  TO REACH THE STATION FROM THE
 AI9407'INTERSECTION OF STATE ROUTE 47 AND THE GARDEN STATE PARKWAY AT
 AI9407'INTERCHANGE 4, GO SOUTHEAST ON STATE ROUTE 47 FOR 3.1 MI (5.0 KM) TO
 AI9407'THE INTERSECTION WITH ATLANTIC AVENUE.  TURN RIGHT AND GO SOUTHWEST ON
 AI9407'ATLANTIC AVENUE FOR 0.35 MI (0.56 KM) TO THE STATION ON THE LEFT SET
 AI9407'FLUSH IN A DRILL HOLE IN A CONCRETE PAD BETWEEN THE MARKAY MOTEL AND
 AI9407'THE EBB TIDE MOTEL.  THE STATION IS 4.5 M (14.8 FT) SOUTH SOUTHEAST
 AI9407'FROM THE SOUTHEAST CURBLINE OF ATLANTIC AVENUE, 34.0 M (111.5 FT) WEST
 AI9407'SOUTHWEST FROM THE SOUTHWEST CURBLINE OF LAVENDER ROAD, 33.1 M (108.6
 AI9407'FT) EAST NORTHEAST FROM THE NORTHEAST CURBLINE OF HEATHER ROAD, 1.0 M
 AI9407'(3.3 FT) NORTH FROM THE NORTH CORNER OF THE EBB TIDE MOTEL AND 1.6 M
 AI9407'(5.2 FT) SOUTHWEST FROM THE WEST CORNER OF THE MARKAY MOTEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9408 ***********************************************************************
 AI9408  DESIGNATION -  853 5835 TIDAL 5
 AI9408  PID         -  AI9408
 AI9408  STATE/COUNTY-  NJ/CAPE MAY
 AI9408  USGS QUAD   -  WILDWOOD (1972)
 AI9408
 AI9408                         *CURRENT SURVEY CONTROL
 AI9408  ___________________________________________________________________
 AI9408* NAD 83(1986)-  38 58 40.     (N)    074 49 36.     (W)     SCALED    
 AI9408* NAVD 88     -         2.786  (meters)       9.14   (feet)  ADJUSTED  
 AI9408  ___________________________________________________________________
 AI9408  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 AI9408  DYNAMIC HT  -           2.785 (meters)       9.14  (feet)  COMP
 AI9408  MODELED GRAV-     980,051.0   (mgal)                       NAVD 88
 AI9408
 AI9408  VERT ORDER  -  FIRST     CLASS II
 AI9408
 AI9408.The horizontal coordinates were scaled from a topographic map and have
 AI9408.an estimated accuracy of +/- 6 seconds.
 AI9408
 AI9408.The orthometric height was determined by differential leveling
 AI9408.and adjusted by the National Geodetic Survey in March 2001..
 AI9408
 AI9408.The geoid height was determined by GEOID03.
 AI9408
 AI9408.The dynamic height is computed by dividing the NAVD 88
 AI9408.geopotential number by the normal gravity value computed on the
 AI9408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9408.degrees latitude (g = 980.6199 gals.).
 AI9408
 AI9408.The modeled gravity was interpolated from observed gravity values.
 AI9408
 AI9408;                    North         East    Units  Estimated Accuracy
 AI9408;SPC NJ       -    16,080.      121,700.      MT  (+/- 180 meters Scaled)
 AI9408
 AI9408                          SUPERSEDED SURVEY CONTROL
 AI9408
 AI9408.No superseded survey control is available for this station.
 AI9408
 AI9408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ150143(NAD 83)
 AI9408_MARKER: DJ = TIDAL STATION DISK
 AI9408_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI9408_SP_SET: PAD
 AI9408_STAMPING: NO 5 1975
 AI9408_MARK LOGO: NOS   
 AI9408_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9408+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1999
 AI9408
 AI9408  HISTORY     - Date     Condition        Report By
 AI9408  HISTORY     - 1975     MONUMENTED       NOS
 AI9408  HISTORY     - 19990107 GOOD             NJGS
 AI9408
 AI9408                          STATION DESCRIPTION
 AI9408
 AI9408'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (ECB)
 AI9408'THE STATION IS LOCATED IN THE BOROUGH OF WILDWOOD CREST ON THE
 AI9408'SOUTHEAST SIDE OF ATLANTIC AVENUE.  TO REACH THE STATION FROM THE
 AI9408'INTERSECTION OF STATE ROUTE 47 AND THE GARDEN STATE PARKWAY AT
 AI9408'INTERCHANGE 4, GO SOUTHEAST ON STATE ROUTE 47 FOR 3.1 MI (5.0 KM) TO
 AI9408'THE INTERSECTION WITH ATLANTIC AVENUE.  TURN RIGHT AND GO SOUTHWEST ON
 AI9408'ATLANTIC AVENUE FOR 0.30 MI (0.48 KM) TO THE STATION ON THE LEFT, SET
 AI9408'FLUSH IN A DRILL HOLE IN A CONCRETE PAD IN FRONT OF THE OFFICE FOR THE
 AI9408'CORAL SANDS MOTEL.  THE STATION IS 3.4 M (11.2 FT) SOUTH SOUTHEAST
 AI9408'FROM THE SOUTHEAST CURBLINE OF ATLANTIC AVENUE, 22.3 M (73.2 FT) EAST
 AI9408'NORTHEAST FROM THE NORTHEAST CURBLINE OF LAVENDER ROAD, 3.4 M (11.2
 AI9408'FT) SOUTH FROM A WOOD UTILITY POLE WITH NO NUMBER, 3.6 M (11.8 FT)
 AI9408'WEST FROM THE NORTHWEST CORNER OF THE CORAL SANDS MOTEL AND 6.9 M
 AI9408'(22.6 FT) NORTH NORTHEAST FROM THE WEST CORNER OF THE CORAL SANDS
 AI9408'MOTEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9390 ***********************************************************************
 AI9390  DESIGNATION -  853 5838 A TIDAL
 AI9390  PID         -  AI9390
 AI9390  STATE/COUNTY-  NJ/CAPE MAY
 AI9390  USGS QUAD   -  WILDWOOD (1972)
 AI9390
 AI9390                         *CURRENT SURVEY CONTROL
 AI9390  ___________________________________________________________________
 AI9390* NAD 83(1986)-  38 58 43.     (N)    074 50 10.     (W)     SCALED    
 AI9390* NAVD 88     -         1.226  (meters)       4.02   (feet)  ADJUSTED  
 AI9390  ___________________________________________________________________
 AI9390  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 AI9390  DYNAMIC HT  -           1.226 (meters)       4.02  (feet)  COMP
 AI9390  MODELED GRAV-     980,051.1   (mgal)                       NAVD 88
 AI9390
 AI9390  VERT ORDER  -  FIRST     CLASS II
 AI9390
 AI9390.The horizontal coordinates were scaled from a topographic map and have
 AI9390.an estimated accuracy of +/- 6 seconds.
 AI9390
 AI9390.The orthometric height was determined by differential leveling
 AI9390.and adjusted by the National Geodetic Survey in March 2001..
 AI9390.No vertical observational check was made to the station.
 AI9390
 AI9390.The geoid height was determined by GEOID03.
 AI9390
 AI9390.The dynamic height is computed by dividing the NAVD 88
 AI9390.geopotential number by the normal gravity value computed on the
 AI9390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9390.degrees latitude (g = 980.6199 gals.).
 AI9390
 AI9390.The modeled gravity was interpolated from observed gravity values.
 AI9390
 AI9390;                    North         East    Units  Estimated Accuracy
 AI9390;SPC NJ       -    16,180.      120,880.      MT  (+/- 180 meters Scaled)
 AI9390
 AI9390                          SUPERSEDED SURVEY CONTROL
 AI9390
 AI9390.No superseded survey control is available for this station.
 AI9390
 AI9390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ141144(NAD 83)
 AI9390_MARKER: DJ = TIDAL STATION DISK
 AI9390_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AI9390_STAMPING: 5838 A 1977
 AI9390_MARK LOGO: NOS   
 AI9390_PROJECTION: RECESSED 5 CENTIMETERS
 AI9390_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9390+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1998
 AI9390_ROD/PIPE-DEPTH: 15.2 meters
 AI9390
 AI9390  HISTORY     - Date     Condition        Report By
 AI9390  HISTORY     - 1977     MONUMENTED       PORTER
 AI9390  HISTORY     - 19980911 GOOD             NJGS
 AI9390
 AI9390                          STATION DESCRIPTION
 AI9390
 AI9390'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9390'THE STATION IS LOCATED IN THE BOROUGH OF WILDWOOD CREST ON THE GROUNDS
 AI9390'OF THE SUNSET LAKE MARINA, BEHIND A ONE STORY CONCRETE BLOCK BUILDING
 AI9390'ON THE NORTHWEST SIDE OF PARK BOULEVARD NEAR THE INTERSECTION WITH
 AI9390'WISTERIA ROAD.  THE STATION IS 22.3 M (73.2 FT) NORTHEAST FROM THE
 AI9390'CENTERLINE OF WISTERIA ROAD, 22.8 FT (6.9 M) WEST SOUTHWEST FROM THE
 AI9390'NORTHWEST CORNER OF THE CONCRETE BLOCK BUILDING, 35.6 FT (10.9 M) EAST
 AI9390'NORTHEAST FROM THE SOUTHWEST CORNER OF THE CONCRETE BLOCK BUILDING AND
 AI9390'15.1 FT (4.6 M) SOUTHEAST OF THE WOODEN BULKHEAD ON THE EAST SIDE OF
 AI9390'SUNSET LAKE.  THE STATION IS ABOUT 0.05 M (0.16 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9389 ***********************************************************************
 AI9389  DESIGNATION -  853 5838 B TIDAL
 AI9389  PID         -  AI9389
 AI9389  STATE/COUNTY-  NJ/CAPE MAY
 AI9389  USGS QUAD   -  WILDWOOD (1972)
 AI9389
 AI9389                         *CURRENT SURVEY CONTROL
 AI9389  ___________________________________________________________________
 AI9389* NAD 83(1986)-  38 58 40.     (N)    074 50 12.     (W)     SCALED    
 AI9389* NAVD 88     -         1.534  (meters)       5.03   (feet)  ADJUSTED  
 AI9389  ___________________________________________________________________
 AI9389  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 AI9389  DYNAMIC HT  -           1.533 (meters)       5.03  (feet)  COMP
 AI9389  MODELED GRAV-     980,051.1   (mgal)                       NAVD 88
 AI9389
 AI9389  VERT ORDER  -  FIRST     CLASS II
 AI9389
 AI9389.The horizontal coordinates were scaled from a topographic map and have
 AI9389.an estimated accuracy of +/- 6 seconds.
 AI9389
 AI9389.The orthometric height was determined by differential leveling
 AI9389.and adjusted by the National Geodetic Survey in March 2001..
 AI9389.No vertical observational check was made to the station.
 AI9389
 AI9389.The geoid height was determined by GEOID03.
 AI9389
 AI9389.The dynamic height is computed by dividing the NAVD 88
 AI9389.geopotential number by the normal gravity value computed on the
 AI9389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9389.degrees latitude (g = 980.6199 gals.).
 AI9389
 AI9389.The modeled gravity was interpolated from observed gravity values.
 AI9389
 AI9389;                    North         East    Units  Estimated Accuracy
 AI9389;SPC NJ       -    16,090.      120,830.      MT  (+/- 180 meters Scaled)
 AI9389
 AI9389                          SUPERSEDED SURVEY CONTROL
 AI9389
 AI9389.No superseded survey control is available for this station.
 AI9389
 AI9389_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ141143(NAD 83)
 AI9389_MARKER: DJ = TIDAL STATION DISK
 AI9389_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AI9389_STAMPING: 5838 B 1977
 AI9389_MARK LOGO: NOS   
 AI9389_PROJECTION: FLUSH
 AI9389_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9389+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1998
 AI9389_ROD/PIPE-DEPTH: 15.2 meters
 AI9389
 AI9389  HISTORY     - Date     Condition        Report By
 AI9389  HISTORY     - 1977     MONUMENTED       PORTER
 AI9389  HISTORY     - 19980912 GOOD             NJGS
 AI9389
 AI9389                          STATION DESCRIPTION
 AI9389
 AI9389'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9389'THE STATION IS LOCATED IN THE BOROUGH OF WILDWOOD CREST ON THE
 AI9389'SOUTHEAST SIDE OF PARK ROAD NEAR THE TEE INTERSECTION WITH COLUMBINE
 AI9389'ROAD.  THE STATION IS 6.2 M (20.3 FT) SOUTH FROM POLE NUMBER W3674,
 AI9389'5.2 M (17.1 FT) SOUTHEAST FROM THE SOUTHEAST CURB OF PARK BOULEVARD,
 AI9389'5.8 M (19.0 FT) SOUTHWEST FROM THE SOUTHWEST CURB OF COLUMBINE ROAD
 AI9389'AND 5.9 M (19.4 FT) NORTHWEST FROM THE NORTH CORNER OF HOUSE NUMBER
 AI9389'6401, A THREE STORY FRAME DWELLING.  THE STATION IS SET FLUSH WITH THE
 AI9389'GROUND IN THE FRONT YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9399 ***********************************************************************
 AI9399  DESIGNATION -  853 5838 D TIDAL
 AI9399  PID         -  AI9399
 AI9399  STATE/COUNTY-  NJ/CAPE MAY
 AI9399  USGS QUAD   -  WILDWOOD (1972)
 AI9399
 AI9399                         *CURRENT SURVEY CONTROL
 AI9399  ___________________________________________________________________
 AI9399* NAD 83(1986)-  38 58 37.     (N)    074 50 15.     (W)     SCALED    
 AI9399* NAVD 88     -         1.324  (meters)       4.34   (feet)  ADJUSTED  
 AI9399  ___________________________________________________________________
 AI9399  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 AI9399  DYNAMIC HT  -           1.323 (meters)       4.34  (feet)  COMP
 AI9399  MODELED GRAV-     980,051.0   (mgal)                       NAVD 88
 AI9399
 AI9399  VERT ORDER  -  FIRST     CLASS II
 AI9399
 AI9399.The horizontal coordinates were scaled from a topographic map and have
 AI9399.an estimated accuracy of +/- 6 seconds.
 AI9399
 AI9399.The orthometric height was determined by differential leveling
 AI9399.and adjusted by the National Geodetic Survey in March 2001..
 AI9399.No vertical observational check was made to the station.
 AI9399
 AI9399.The geoid height was determined by GEOID03.
 AI9399
 AI9399.The dynamic height is computed by dividing the NAVD 88
 AI9399.geopotential number by the normal gravity value computed on the
 AI9399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9399.degrees latitude (g = 980.6199 gals.).
 AI9399
 AI9399.The modeled gravity was interpolated from observed gravity values.
 AI9399
 AI9399;                    North         East    Units  Estimated Accuracy
 AI9399;SPC NJ       -    16,000.      120,760.      MT  (+/- 180 meters Scaled)
 AI9399
 AI9399                          SUPERSEDED SURVEY CONTROL
 AI9399
 AI9399.No superseded survey control is available for this station.
 AI9399
 AI9399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ140142(NAD 83)
 AI9399_MARKER: DJ = TIDAL STATION DISK
 AI9399_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AI9399_STAMPING: 5838 D 1977
 AI9399_MARK LOGO: NOS   
 AI9399_PROJECTION: FLUSH
 AI9399_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9399+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1998
 AI9399_ROD/PIPE-DEPTH: 15.2 meters
 AI9399
 AI9399  HISTORY     - Date     Condition        Report By
 AI9399  HISTORY     - 1977     MONUMENTED       PORTER
 AI9399  HISTORY     - 19980911 GOOD             NJGS
 AI9399
 AI9399                          STATION DESCRIPTION
 AI9399
 AI9399'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9399'THE STATION IS LOCATED IN THE BOROUGH OF WILDWOOD CREST ON THE NORTH
 AI9399'CORNER OF THE JUNCTION OF PARK BOULEVARD AND FORGET ME NOT ROAD ON THE
 AI9399'GROUNDS OF AND IN THE FRONT YARD OF THE GREATER WILDWOOD YACHT CLUB.
 AI9399'THE STATION IS 3.4 M (11.2 FT) NORTHWEST FROM THE NORTHWEST CURB OF
 AI9399'PARK BOULEVARD, 3.2 M (10.5 FT) NORTHEAST FROM THE NORTHEAST CURB OF
 AI9399'FORGET ME NOT ROAD, 5.0 M (16.4 FT) SOUTHEAST FROM THE SOUTHWEST END
 AI9399'OF A STUCCO WALL FOR THE YACHT CLUB AND 4.8 M (15.7 FT) SOUTH
 AI9399'SOUTHWEST FROM THE FLAG POLE FOR THE YACHT CLUB.  THE STATION IS SET
 AI9399'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9388 ***********************************************************************
 AI9388  DESIGNATION -  853 5838 E TIDAL
 AI9388  PID         -  AI9388
 AI9388  STATE/COUNTY-  NJ/CAPE MAY
 AI9388  USGS QUAD   -  WILDWOOD (1972)
 AI9388
 AI9388                         *CURRENT SURVEY CONTROL
 AI9388  ___________________________________________________________________
 AI9388* NAD 83(1986)-  38 58 26.     (N)    074 50 22.     (W)     SCALED    
 AI9388* NAVD 88     -         1.897  (meters)       6.22   (feet)  ADJUSTED  
 AI9388  ___________________________________________________________________
 AI9388  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 AI9388  DYNAMIC HT  -           1.896 (meters)       6.22  (feet)  COMP
 AI9388  MODELED GRAV-     980,050.6   (mgal)                       NAVD 88
 AI9388
 AI9388  VERT ORDER  -  FIRST     CLASS II
 AI9388
 AI9388.The horizontal coordinates were scaled from a topographic map and have
 AI9388.an estimated accuracy of +/- 6 seconds.
 AI9388
 AI9388.The orthometric height was determined by differential leveling
 AI9388.and adjusted by the National Geodetic Survey in March 2001..
 AI9388.No vertical observational check was made to the station.
 AI9388
 AI9388.The geoid height was determined by GEOID03.
 AI9388
 AI9388.The dynamic height is computed by dividing the NAVD 88
 AI9388.geopotential number by the normal gravity value computed on the
 AI9388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9388.degrees latitude (g = 980.6199 gals.).
 AI9388
 AI9388.The modeled gravity was interpolated from observed gravity values.
 AI9388
 AI9388;                    North         East    Units  Estimated Accuracy
 AI9388;SPC NJ       -    15,660.      120,590.      MT  (+/- 180 meters Scaled)
 AI9388
 AI9388                          SUPERSEDED SURVEY CONTROL
 AI9388
 AI9388.No superseded survey control is available for this station.
 AI9388
 AI9388_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ139138(NAD 83)
 AI9388_MARKER: DJ = TIDAL STATION DISK
 AI9388_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI9388_SP_SET: WATER TANK BASE
 AI9388_STAMPING: 5838 E 1977
 AI9388_MARK LOGO: NOS   
 AI9388_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9388+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1998
 AI9388
 AI9388  HISTORY     - Date     Condition        Report By
 AI9388  HISTORY     - 1977     MONUMENTED       PORTER
 AI9388  HISTORY     - 19980911 GOOD             NJGS
 AI9388
 AI9388                          STATION DESCRIPTION
 AI9388
 AI9388'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9388'THE STATION IS LOCATED IN THE BOROUGH OF WILDWOOD CREST ON THE
 AI9388'NORTHEAST SIDE OF PARK BOULEVARD ON THE GROUNDS OF THE WILDWOOD CREST
 AI9388'STANDPIPE.  THE STATION IS SET FLUSH IN A DRILL HOLE IN THE CONCRETE
 AI9388'FOUNDATION AT THE NORTHWEST SIDE OF THE STANDPIPE.  THE STATION IS
 AI9388'33.2 FT (10.1 M) SOUTHEAST FROM THE EAST CURBLINE OF PARK BOULEVARD,
 AI9388'31.3 FT (9.5 M) EAST OF POLE NUMBER W 17435, 24.0 FT (7.3 M) NORTHEAST
 AI9388'FROM THE SOUTHWEST CORNER OF AN 8 FT (2.4 M) HIGH CHAIN LINK FENCE
 AI9388'SURROUNDING THE STANDPIPE PROPERTY, 41.0 FT (12.5 M) SOUTH FROM THE
 AI9388'WEST CORNER OF A SINGLE STORY CONCRETE BLOCK BUILDING, 34.2 FT (10.4
 AI9388'M) SOUTHWEST FROM THE EAST CORNER OF A SINGLE STORY CONCRETE BLOCK
 AI9388'BUILDING AND 0.6 FT (18.3 CM) EAST FROM THE WEST EDGE OF THE STANDPIPE
 AI9388'FOUNDATION.  THE STATION IS FENCED IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1183 ***********************************************************************
 HU1183  DESIGNATION -  853 5901 H TIDAL
 HU1183  PID         -  HU1183
 HU1183  STATE/COUNTY-  NJ/CAPE MAY
 HU1183  USGS QUAD   -  CAPE MAY (1972)
 HU1183
 HU1183                         *CURRENT SURVEY CONTROL
 HU1183  ___________________________________________________________________
 HU1183* NAD 83(1986)-  38 56 52.     (N)    074 53 25.     (W)     SCALED    
 HU1183* NAVD 88     -         1.706  (meters)       5.60   (feet)  ADJUSTED  
 HU1183  ___________________________________________________________________
 HU1183  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU1183  DYNAMIC HT  -           1.705 (meters)       5.59  (feet)  COMP
 HU1183  MODELED GRAV-     980,048.4   (mgal)                       NAVD 88
 HU1183
 HU1183  VERT ORDER  -  FIRST     CLASS II
 HU1183
 HU1183.The horizontal coordinates were scaled from a topographic map and have
 HU1183.an estimated accuracy of +/- 6 seconds.
 HU1183
 HU1183.The orthometric height was determined by differential leveling
 HU1183.and adjusted by the National Geodetic Survey in March 2001..
 HU1183.No vertical observational check was made to the station.
 HU1183
 HU1183.The geoid height was determined by GEOID03.
 HU1183
 HU1183.The dynamic height is computed by dividing the NAVD 88
 HU1183.geopotential number by the normal gravity value computed on the
 HU1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1183.degrees latitude (g = 980.6199 gals.).
 HU1183
 HU1183.The modeled gravity was interpolated from observed gravity values.
 HU1183
 HU1183;                    North         East    Units  Estimated Accuracy
 HU1183;SPC NJ       -    12,780.      116,170.      MT  (+/- 180 meters Scaled)
 HU1183
 HU1183                          SUPERSEDED SURVEY CONTROL
 HU1183
 HU1183  NAVD 88 (06/15/91)    1.708  (m)            5.60   (f) UNKNOWN     1 2
 HU1183  NGVD 29 (01/10/92)    2.104  (m)            6.90   (f) ADJUSTED    1 2
 HU1183
 HU1183.Superseded values are not recommended for survey control.
 HU1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1183.See file dsdata.txt to determine how the superseded data were derived.
 HU1183
 HU1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ095109(NAD 83)
 HU1183_MARKER: DJ = TIDAL STATION DISK
 HU1183_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 HU1183_SP_SET: GALVANIZED STEEL ROD
 HU1183_STAMPING: 5901 H 1977
 HU1183_MARK LOGO: NOS   
 HU1183_PROJECTION: FLUSH
 HU1183_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU1183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1183+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1996
 HU1183_ROD/PIPE-DEPTH: 15.2 meters
 HU1183
 HU1183  HISTORY     - Date     Condition        Report By
 HU1183  HISTORY     - 1977     MONUMENTED       NOS
 HU1183  HISTORY     - 1979     GOOD             NGS
 HU1183  HISTORY     - 19960930 GOOD             NJGS
 HU1183  HISTORY     - 20030731 GOOD             USGS
 HU1183
 HU1183                          STATION DESCRIPTION
 HU1183
 HU1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HU1183'IN SEWELL POINT.
 HU1183'AT THE U.S. COAST GUARD TRAINING CENTER AT SEWELL POINT, APPROXIMATELY
 HU1183'0.14 MILE NORTH ALONG SCAMMEL AVENUE FROM ITS INNERSECTION WITH
 HU1183'MUNRO AVENUE TO THE END OF SCAMMEL AVENUE AND THE BEGINNING OF A
 HU1183'WOODEN PIER EXTENDING INTO CAPE MAY HARBOR, THE MARK IS A STANDARD
 HU1183'NOS BENCH MARK DISK STAMPED (5901 H 1977) SET ON TOP OF A 5/8 IN. DIAM
 HU1183'GALVANIZED STEEL ROD DRIVEN 50 FEET, 48.5 FEET WEST OF THE CENTER LINE
 HU1183'OF THE WOODEN PIER, 35.4 FEET WEST OF WOOD UTILITY POLE BT 482 CA,
 HU1183'37.1 FEET NORTHWEST OF THE NORTHEST CORNER AND 32.8 FEET NORTHWEST OF
 HU1183'THE NORTHWEST CORNER OF A 1-STORY CONCRETE BLOCK PUMP HOUSE, 6.9 FEET
 HU1183'EAST OF THE WEST FACE OF THE STEEL BULKHEAD, 6.9 FEET SOUTH OF THE
 HU1183'NORTH FACE, AND SET 2 INCHES BELOW BROUND.
 HU1183
 HU1183                          STATION RECOVERY (1996)
 HU1183
 HU1183'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 HU1183'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE STATION IS
 HU1183'APPROXIMATELY 12 INCHES BELOW THE GROUND.
 HU1183
 HU1183                          STATION RECOVERY (2003)
 HU1183
 HU1183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 HU1183'NEW ABOVE-GROUND GASOLINE TANK NEXT TO MARK, MARK UNDISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1185 ***********************************************************************
 HU1185  DESIGNATION -  853 5901 J TIDAL
 HU1185  PID         -  HU1185
 HU1185  STATE/COUNTY-  NJ/CAPE MAY
 HU1185  USGS QUAD   -  CAPE MAY (1972)
 HU1185
 HU1185                         *CURRENT SURVEY CONTROL
 HU1185  ___________________________________________________________________
 HU1185* NAD 83(1986)-  38 56 48.     (N)    074 53 19.     (W)     SCALED    
 HU1185* NAVD 88     -         2.258  (meters)       7.41   (feet)  ADJUSTED  
 HU1185  ___________________________________________________________________
 HU1185  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU1185  DYNAMIC HT  -           2.257 (meters)       7.40  (feet)  COMP
 HU1185  MODELED GRAV-     980,048.3   (mgal)                       NAVD 88
 HU1185
 HU1185  VERT ORDER  -  FIRST     CLASS II
 HU1185
 HU1185.The horizontal coordinates were scaled from a topographic map and have
 HU1185.an estimated accuracy of +/- 6 seconds.
 HU1185
 HU1185.The orthometric height was determined by differential leveling
 HU1185.and adjusted by the National Geodetic Survey in June 1991..
 HU1185
 HU1185.The geoid height was determined by GEOID03.
 HU1185
 HU1185.The dynamic height is computed by dividing the NAVD 88
 HU1185.geopotential number by the normal gravity value computed on the
 HU1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1185.degrees latitude (g = 980.6199 gals.).
 HU1185
 HU1185.The modeled gravity was interpolated from observed gravity values.
 HU1185
 HU1185;                    North         East    Units  Estimated Accuracy
 HU1185;SPC NJ       -    12,650.      116,310.      MT  (+/- 180 meters Scaled)
 HU1185
 HU1185                          SUPERSEDED SURVEY CONTROL
 HU1185
 HU1185  NGVD 29 (01/10/92)    2.654  (m)            8.71   (f) ADJUSTED    1 2
 HU1185
 HU1185.Superseded values are not recommended for survey control.
 HU1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1185.See file dsdata.txt to determine how the superseded data were derived.
 HU1185
 HU1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ096108(NAD 83)
 HU1185_MARKER: DJ = TIDAL STATION DISK
 HU1185_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 HU1185_SP_SET: GALVANIZED STEEL ROD
 HU1185_STAMPING: 5901 J 1977
 HU1185_MARK LOGO: NOS   
 HU1185_PROJECTION: FLUSH
 HU1185_MAGNETIC: I = MARKER IS A STEEL ROD
 HU1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1185+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1996
 HU1185_ROD/PIPE-DEPTH: 15.2 meters
 HU1185
 HU1185  HISTORY     - Date     Condition        Report By
 HU1185  HISTORY     - 1977     MONUMENTED       NOS
 HU1185  HISTORY     - 1979     GOOD             NGS
 HU1185  HISTORY     - 19910405 GOOD             USPSQD
 HU1185  HISTORY     - 19960930 GOOD             NJGS
 HU1185  HISTORY     - 20030731 GOOD             USGS
 HU1185
 HU1185                          STATION DESCRIPTION
 HU1185
 HU1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HU1185'IN SEWELL POINT.
 HU1185'AT THE U.S. COAST GUARD TRAINING CENTER AT SEWELL POINT, AT THE
 HU1185'INTERSECTION OF NUMRO AVENUE AND FRASER AVENUE, ACROSS FRASER AVENUE
 HU1185'FROM THE 1-STORY CONCRETE BLOCK FIRE DEPARTMENT BUILDING, THE MARK
 HU1185'IS A STANDARD NOS BENCH MARK DISK STAMPED (5901 J 197) SET ON TOP
 HU1185'PF A 5/8 IN. GALVANIZED STEEL ROD DRIVEN 50 FEET, 86.6 FEET SOUTHWEST
 HU1185'OF THE SOUTHWEST CORNER OF THE FIRE DEPARTMENT BUILDING, 19.0 FEET
 HU1185'WEST OF THE WEST CURB OF FRASER AVENUE, 16.6 FEET NORTHWEST OF A
 HU1185'2 FOOT DIAMETER STEEL MANHOLE, 16.5 FEET NORTH OF A FIRE HYDRANT,
 HU1185'54.5 FEET NORTH OF THE CENTER LINE OF MUNRO AVENUE, AND SET 2
 HU1185'INCHES BELOW GROUND.  THE MARK IS 341.7 FET SOUTHEAST OF BENCH MARK
 HU1185'5901 K.
 HU1185
 HU1185                          STATION RECOVERY (1991)
 HU1185
 HU1185'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 HU1185'RECOVERED IN GOOD CONDITION.
 HU1185
 HU1185                          STATION RECOVERY (1996)
 HU1185
 HU1185'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 HU1185'RECOVERED AS DESCRIBED.
 HU1185
 HU1185                          STATION RECOVERY (2003)
 HU1185
 HU1185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 HU1185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1184 ***********************************************************************
 HU1184  DESIGNATION -  853 5901 K TIDAL
 HU1184  PID         -  HU1184
 HU1184  STATE/COUNTY-  NJ/CAPE MAY
 HU1184  USGS QUAD   -  CAPE MAY (1972)
 HU1184
 HU1184                         *CURRENT SURVEY CONTROL
 HU1184  ___________________________________________________________________
 HU1184* NAD 83(1986)-  38 56 49.     (N)    074 53 23.     (W)     SCALED    
 HU1184* NAVD 88     -         1.977  (meters)       6.49   (feet)  ADJUSTED  
 HU1184  ___________________________________________________________________
 HU1184  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU1184  DYNAMIC HT  -           1.975 (meters)       6.48  (feet)  COMP
 HU1184  MODELED GRAV-     980,048.3   (mgal)                       NAVD 88
 HU1184
 HU1184  VERT ORDER  -  FIRST     CLASS II
 HU1184
 HU1184.The horizontal coordinates were scaled from a topographic map and have
 HU1184.an estimated accuracy of +/- 6 seconds.
 HU1184
 HU1184.The orthometric height was determined by differential leveling
 HU1184.and adjusted by the National Geodetic Survey in June 1991..
 HU1184
 HU1184.The geoid height was determined by GEOID03.
 HU1184
 HU1184.The dynamic height is computed by dividing the NAVD 88
 HU1184.geopotential number by the normal gravity value computed on the
 HU1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1184.degrees latitude (g = 980.6199 gals.).
 HU1184
 HU1184.The modeled gravity was interpolated from observed gravity values.
 HU1184
 HU1184;                    North         East    Units  Estimated Accuracy
 HU1184;SPC NJ       -    12,680.      116,220.      MT  (+/- 180 meters Scaled)
 HU1184
 HU1184                          SUPERSEDED SURVEY CONTROL
 HU1184
 HU1184  NGVD 29 (01/10/92)    2.373  (m)            7.79   (f) ADJUSTED    1 2
 HU1184
 HU1184.Superseded values are not recommended for survey control.
 HU1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1184.See file dsdata.txt to determine how the superseded data were derived.
 HU1184
 HU1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ095108(NAD 83)
 HU1184_MARKER: DJ = TIDAL STATION DISK
 HU1184_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 HU1184_SP_SET: GALVANIZED STEEL ROD
 HU1184_STAMPING: 5901 K 1977
 HU1184_MARK LOGO: NOS   
 HU1184_PROJECTION: FLUSH
 HU1184_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU1184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU1184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1184+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1996
 HU1184_ROD/PIPE-DEPTH: 11.3 meters
 HU1184
 HU1184  HISTORY     - Date     Condition        Report By
 HU1184  HISTORY     - 1977     MONUMENTED       NOS
 HU1184  HISTORY     - 1979     GOOD             NGS
 HU1184  HISTORY     - 19910407 MARK NOT FOUND   USPSQD
 HU1184  HISTORY     - 19960930 GOOD             NJGS
 HU1184  HISTORY     - 20030731 GOOD             USGS
 HU1184
 HU1184                          STATION DESCRIPTION
 HU1184
 HU1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HU1184'IN SEWELL POINT.
 HU1184'AT THE U.S. COAST GUARD TRAINING CENTER AL SEWELL POINT, APPROXIMATELY
 HU1184'0.06 MILE NORTH ALONG SCAMMEL AVENUE FROM ITS INTERSECTION WITH
 HU1184'MUNRO AVENUE TO ITS INTERSECTION WITH DILIGENCE AVENUE, THE  MARK IS
 HU1184'420.0 FEET SOUTH-SOUTHEAST OF BENCH MARK 5901 H, A STANDARD NOS BENCH
 HU1184'MARK DISK STAMPED (5901 K 1977), SET ON TOP OF A 5/8 IN. GALVANIZED ST
 HU1184'ROD DRIVEN 37 FEET TO REFUSAL, 59.2 FEET SOUTHEAST OF THE INTERSECTION
 HU1184'OF CENTER LINE OF DILIGENCE AND SCAMMEL AVENUES, 85.8 FEET SOUTH OF
 HU1184'THE SOUTHWEST CORNER OF COAST GUARD BUILDING NO. 223, A 1-STORY
 HU1184'CONCRETE BLOCK BUILDING, 28.0 FEET EAST OF THE NORTHEAST CORNER OF
 HU1184'A STEEL CATCH BASIN, AND SET 2 INCHES BELOW GROUND.
 HU1184
 HU1184                          STATION RECOVERY (1991)
 HU1184
 HU1184'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 HU1184'MARK NOT FOUND.
 HU1184
 HU1184                          STATION RECOVERY (1996)
 HU1184
 HU1184'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 HU1184'RECOVERED AS DESCRIBED.
 HU1184
 HU1184                          STATION RECOVERY (2003)
 HU1184
 HU1184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 HU1184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU0018 ***********************************************************************
 HU0018  DESIGNATION -  853 5901 TIDAL 2 STA 86
 HU0018  PID         -  HU0018
 HU0018  STATE/COUNTY-  NJ/CAPE MAY
 HU0018  USGS QUAD   -  CAPE MAY (1972)
 HU0018
 HU0018                         *CURRENT SURVEY CONTROL
 HU0018  ___________________________________________________________________
 HU0018* NAD 83(1986)-  38 56 52.     (N)    074 53 01.     (W)     SCALED    
 HU0018* NAVD 88     -         2.085  (meters)       6.84   (feet)  ADJUSTED  
 HU0018  ___________________________________________________________________
 HU0018  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU0018  DYNAMIC HT  -           2.084 (meters)       6.84  (feet)  COMP
 HU0018  MODELED GRAV-     980,048.3   (mgal)                       NAVD 88
 HU0018
 HU0018  VERT ORDER  -  FIRST     CLASS II
 HU0018
 HU0018.The horizontal coordinates were scaled from a topographic map and have
 HU0018.an estimated accuracy of +/- 6 seconds.
 HU0018
 HU0018.The orthometric height was determined by differential leveling
 HU0018.and adjusted by the National Geodetic Survey in June 1991..
 HU0018
 HU0018.The geoid height was determined by GEOID03.
 HU0018
 HU0018.The dynamic height is computed by dividing the NAVD 88
 HU0018.geopotential number by the normal gravity value computed on the
 HU0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0018.degrees latitude (g = 980.6199 gals.).
 HU0018
 HU0018.The modeled gravity was interpolated from observed gravity values.
 HU0018
 HU0018;                    North         East    Units  Estimated Accuracy
 HU0018;SPC NJ       -    12,770.      116,750.      MT  (+/- 180 meters Scaled)
 HU0018
 HU0018                          SUPERSEDED SURVEY CONTROL
 HU0018
 HU0018  NGVD 29 (04/16/92)    2.481  (m)            8.14   (f) ADJUSTED    1 2
 HU0018
 HU0018.Superseded values are not recommended for survey control.
 HU0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0018.See file dsdata.txt to determine how the superseded data were derived.
 HU0018
 HU0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ100109(NAD 83)
 HU0018_MARKER: DJ = TIDAL STATION DISK
 HU0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0018_SP_SET: DRAINAGE MANHOLE
 HU0018_STAMPING: NO 2 1924 8.576
 HU0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0018
 HU0018  HISTORY     - Date     Condition        Report By
 HU0018  HISTORY     - 1924     MONUMENTED       CGS
 HU0018  HISTORY     - 1961     GOOD             CGS
 HU0018  HISTORY     - 1969     GOOD             CGS
 HU0018  HISTORY     - 1979     GOOD             NGS
 HU0018  HISTORY     - 19910407 MARK NOT FOUND   USPSQD
 HU0018
 HU0018                          STATION DESCRIPTION
 HU0018
 HU0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HU0018'AT SEWALL POINT.
 HU0018'AT THE U.S. COAST GUARD RECEIVING CENTER, SET IN A DRILL HOLE IN
 HU0018'THE NORTHWEST CORNER OF A CONCRETE STORM DRAINAGE MANHOLE.  48
 HU0018'FEET NORTH OF THE CENTER LINE OF PENNSYLVANIA AVENUE AND 31 FEET
 HU0018'EAST OF THE CENTER LINE OF HARVARD AVENUE.  TIDAL STATION 86.
 HU0018'CAPE MAY HARBOR.
 HU0018
 HU0018                          STATION RECOVERY (1969)
 HU0018
 HU0018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HU0018'RECOVERED IN GOOD CONDITION.
 HU0018
 HU0018                          STATION RECOVERY (1979)
 HU0018
 HU0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HU0018'RECOVERED IN GOOD CONDITION.
 HU0018
 HU0018                          STATION RECOVERY (1991)
 HU0018
 HU0018'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 HU0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU0019 ***********************************************************************
 HU0019  DESIGNATION -  853 5901 TIDAL 5 STA 86
 HU0019  PID         -  HU0019
 HU0019  STATE/COUNTY-  NJ/CAPE MAY
 HU0019  USGS QUAD   -  CAPE MAY (1972)
 HU0019
 HU0019                         *CURRENT SURVEY CONTROL
 HU0019  ___________________________________________________________________
 HU0019* NAD 83(1986)-  38 56 53.     (N)    074 52 59.     (W)     SCALED    
 HU0019* NAVD 88     -         3.670  (meters)      12.04   (feet)  ADJUSTED  
 HU0019  ___________________________________________________________________
 HU0019  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU0019  DYNAMIC HT  -           3.667 (meters)      12.03  (feet)  COMP
 HU0019  MODELED GRAV-     980,048.3   (mgal)                       NAVD 88
 HU0019
 HU0019  VERT ORDER  -  FIRST     CLASS II
 HU0019
 HU0019.The horizontal coordinates were scaled from a topographic map and have
 HU0019.an estimated accuracy of +/- 6 seconds.
 HU0019
 HU0019.The orthometric height was determined by differential leveling
 HU0019.and adjusted by the National Geodetic Survey in June 1991..
 HU0019
 HU0019.The geoid height was determined by GEOID03.
 HU0019
 HU0019.The dynamic height is computed by dividing the NAVD 88
 HU0019.geopotential number by the normal gravity value computed on the
 HU0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0019.degrees latitude (g = 980.6199 gals.).
 HU0019
 HU0019.The modeled gravity was interpolated from observed gravity values.
 HU0019
 HU0019;                    North         East    Units  Estimated Accuracy
 HU0019;SPC NJ       -    12,800.      116,800.      MT  (+/- 180 meters Scaled)
 HU0019
 HU0019                          SUPERSEDED SURVEY CONTROL
 HU0019
 HU0019  NGVD 29 (04/16/92)    4.065  (m)           13.34   (f) ADJUSTED    1 2
 HU0019
 HU0019.Superseded values are not recommended for survey control.
 HU0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0019.See file dsdata.txt to determine how the superseded data were derived.
 HU0019
 HU0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ101110(NAD 83)
 HU0019_MARKER: DJ = TIDAL STATION DISK
 HU0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0019_SP_SET: BUILDING
 HU0019_STAMPING: NO 5 1924 13.356
 HU0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0019
 HU0019  HISTORY     - Date     Condition        Report By
 HU0019  HISTORY     - 1924     MONUMENTED       CGS
 HU0019  HISTORY     - 1961     GOOD             CGS
 HU0019  HISTORY     - 1979     GOOD             NGS
 HU0019  HISTORY     - 19910407 MARK NOT FOUND   USPSQD
 HU0019
 HU0019                          STATION DESCRIPTION
 HU0019
 HU0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HU0019'AT SEWALL POINT.
 HU0019'AT THE U.S. COAST GUARD RECEIVING CENTER.  SET IN A DRILL HOLE IN
 HU0019'THE WEST END OF A CONCRETE LOADING PLATFORM AT WAREHOUSE NO. 120,
 HU0019'380 FEET EAST OF THE CENTER OF HAVARD AVENUE AND 50 FEET NORTH OF
 HU0019'THE CENTER LINE OF PENNSYLVANIA AVENUE.  TIDAL STATION 86.  CAPE
 HU0019'MAY HARBOR.
 HU0019
 HU0019                          STATION RECOVERY (1979)
 HU0019
 HU0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HU0019'RECOVERED IN GOOD CONDITION.
 HU0019
 HU0019                          STATION RECOVERY (1991)
 HU0019
 HU0019'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 HU0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1182 ***********************************************************************
 HU1182  DESIGNATION -  853 5902 A TIDAL
 HU1182  PID         -  HU1182
 HU1182  STATE/COUNTY-  NJ/CAPE MAY
 HU1182  USGS QUAD   -  CAPE MAY (1972)
 HU1182
 HU1182                         *CURRENT SURVEY CONTROL
 HU1182  ___________________________________________________________________
 HU1182* NAD 83(1986)-  38 56 48.     (N)    074 54 18.     (W)     SCALED    
 HU1182* NAVD 88     -         1.796  (meters)       5.89   (feet)  ADJUSTED  
 HU1182  ___________________________________________________________________
 HU1182  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 HU1182  DYNAMIC HT  -           1.795 (meters)       5.89  (feet)  COMP
 HU1182  MODELED GRAV-     980,048.5   (mgal)                       NAVD 88
 HU1182
 HU1182  VERT ORDER  -  FIRST     CLASS II
 HU1182
 HU1182.The horizontal coordinates were scaled from a topographic map and have
 HU1182.an estimated accuracy of +/- 6 seconds.
 HU1182
 HU1182.The orthometric height was determined by differential leveling
 HU1182.and adjusted by the National Geodetic Survey in March 2001..
 HU1182.No vertical observational check was made to the station.
 HU1182
 HU1182.The geoid height was determined by GEOID03.
 HU1182
 HU1182.The dynamic height is computed by dividing the NAVD 88
 HU1182.geopotential number by the normal gravity value computed on the
 HU1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1182.degrees latitude (g = 980.6199 gals.).
 HU1182
 HU1182.The modeled gravity was interpolated from observed gravity values.
 HU1182
 HU1182;                    North         East    Units  Estimated Accuracy
 HU1182;SPC NJ       -    12,660.      114,890.      MT  (+/- 180 meters Scaled)
 HU1182
 HU1182                          SUPERSEDED SURVEY CONTROL
 HU1182
 HU1182  NAVD 88 (06/15/91)    1.803  (m)            5.92   (f) UNKNOWN     1 2
 HU1182  NGVD 29 (01/10/92)    2.201  (m)            7.22   (f) ADJUSTED    1 2
 HU1182
 HU1182.Superseded values are not recommended for survey control.
 HU1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1182.See file dsdata.txt to determine how the superseded data were derived.
 HU1182
 HU1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ082108(NAD 83)
 HU1182_MARKER: DJ = TIDAL STATION DISK
 HU1182_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HU1182+WITH SETTING: PAVEMENT
 HU1182_SP_SET: FLAGPOLE BASE
 HU1182_STAMPING: 5902 A 1978
 HU1182_MARK LOGO: NOS   
 HU1182_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1182+STABILITY: SURFACE MOTION
 HU1182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1182+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 HU1182
 HU1182  HISTORY     - Date     Condition        Report By
 HU1182  HISTORY     - 1978     MONUMENTED       NOS
 HU1182  HISTORY     - 1979     GOOD             NGS
 HU1182  HISTORY     - 19910406 GOOD             USPSQD
 HU1182  HISTORY     - 19950705 GOOD             NJGS
 HU1182  HISTORY     - 19980325 GOOD             NJGS
 HU1182  HISTORY     - 20051009 GOOD             GEOCAC
 HU1182
 HU1182                          STATION DESCRIPTION
 HU1182
 HU1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HU1182'IN CAPE MAY.
 HU1182'APPROXIMATELY 0.6 MILE SOUTHWEST ALONG LAFAYETTE STREET, ALSO STATE
 HU1182'HIGHWAY ROUTE 109, FROM THE CAPE MAY CANAL TO THE ENTRANCE TO PHARO,S
 HU1182'MARINA, THE MARK IS A STANDARD NOS BENCH MARK DISK STAMPED (5902 A
 HU1182'1978), SET IN THE CONCRETE BASE OF THE MARINA FLAGPOLE, 1.7 FEET
 HU1182'NORTHEAST OF THE FLAGPOLE, 32.6 FEET EAST OF  THE SOUTHEAST CORNER
 HU1182'OF THE MARINA OFFICE, 30.6 FEET SOUTHEAST OF THE NORTHEAST CORNER,
 HU1182'26.3 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE 5 FOOT HIGH
 HU1182'CHAINLINK FENCE OF THE DOG KENELS, AND SET FLUSH.
 HU1182
 HU1182                          STATION RECOVERY (1991)
 HU1182
 HU1182'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 HU1182'RECOVERED IN GOOD CONDITION.
 HU1182
 HU1182                          STATION RECOVERY (1995)
 HU1182
 HU1182'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 HU1182'THE STATION IS LOCATED IN THE CITY OF CAPE MAY.  TO REACH THE STATION
 HU1182'FROM THE STATE ROUTE 109 BRIDGE SPANNING THE CAPE MAY CANAL GO ABOUT
 HU1182'0.6 MI (1.0 KM) SOUTHWEST ON ROUTE 109 TO THE ENTRANCE ROAD TO THE
 HU1182'CAPE MAY MARINA ON THE RIGHT, TURN RIGHT AND GO 0.05 MI (0.08 KM)
 HU1182'STRAIGHT BACK TO THE FLAGPOLE AND THE STATION AHEAD, SET IN A DRILL
 HU1182'HOLE IN THE NORTHEAST CORNER OF THE FLAGPOLE, 1.7 FT (0.5 M) NORTHEAST
 HU1182'OF THE FLAGPOLE.
 HU1182
 HU1182                          STATION RECOVERY (1998)
 HU1182
 HU1182'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 HU1182'RECOVERED AS DESCRIBED.
 HU1182
 HU1182                          STATION RECOVERY (2005)
 HU1182
 HU1182'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 HU1182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1181 ***********************************************************************
 HU1181  DESIGNATION -  853 5902 B TIDAL
 HU1181  PID         -  HU1181
 HU1181  STATE/COUNTY-  NJ/CAPE MAY
 HU1181  USGS QUAD   -  CAPE MAY (1972)
 HU1181
 HU1181                         *CURRENT SURVEY CONTROL
 HU1181  ___________________________________________________________________
 HU1181* NAD 83(1986)-  38 56 49.     (N)    074 54 16.     (W)     SCALED    
 HU1181* NAVD 88     -         2.795  (meters)       9.17   (feet)  ADJUSTED  
 HU1181  ___________________________________________________________________
 HU1181  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 HU1181  DYNAMIC HT  -           2.794 (meters)       9.17  (feet)  COMP
 HU1181  MODELED GRAV-     980,048.5   (mgal)                       NAVD 88
 HU1181
 HU1181  VERT ORDER  -  FIRST     CLASS II
 HU1181
 HU1181.The horizontal coordinates were scaled from a topographic map and have
 HU1181.an estimated accuracy of +/- 6 seconds.
 HU1181
 HU1181.The orthometric height was determined by differential leveling
 HU1181.and adjusted by the National Geodetic Survey in March 2001..
 HU1181.No vertical observational check was made to the station.
 HU1181
 HU1181.The geoid height was determined by GEOID03.
 HU1181
 HU1181.The dynamic height is computed by dividing the NAVD 88
 HU1181.geopotential number by the normal gravity value computed on the
 HU1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1181.degrees latitude (g = 980.6199 gals.).
 HU1181
 HU1181.The modeled gravity was interpolated from observed gravity values.
 HU1181
 HU1181;                    North         East    Units  Estimated Accuracy
 HU1181;SPC NJ       -    12,690.      114,940.      MT  (+/- 180 meters Scaled)
 HU1181
 HU1181                          SUPERSEDED SURVEY CONTROL
 HU1181
 HU1181  NAVD 88 (06/15/91)    2.796  (m)            9.17   (f) UNKNOWN     1 2
 HU1181  NGVD 29 (01/10/92)    3.195  (m)           10.48   (f) ADJUSTED    1 2
 HU1181
 HU1181.Superseded values are not recommended for survey control.
 HU1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1181.See file dsdata.txt to determine how the superseded data were derived.
 HU1181
 HU1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ082108(NAD 83)
 HU1181_MARKER: DJ = TIDAL STATION DISK
 HU1181_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 HU1181_SP_SET: GALVANIZED STEEL ROD
 HU1181_STAMPING: 5902 B 1978
 HU1181_MARK LOGO: NOS   
 HU1181_PROJECTION: FLUSH
 HU1181_MAGNETIC: I = MARKER IS A STEEL ROD
 HU1181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU1181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1181+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 HU1181_ROD/PIPE-DEPTH: 12.8 meters
 HU1181
 HU1181  HISTORY     - Date     Condition        Report By
 HU1181  HISTORY     - 1978     MONUMENTED       NOS
 HU1181  HISTORY     - 1979     GOOD             NGS
 HU1181  HISTORY     - 19910406 MARK NOT FOUND   USPSQD
 HU1181  HISTORY     - 19950705 GOOD             NJGS
 HU1181  HISTORY     - 19980325 GOOD             NJGS
 HU1181  HISTORY     - 20051009 GOOD             GEOCAC
 HU1181
 HU1181                          STATION DESCRIPTION
 HU1181
 HU1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HU1181'IN CAPE MAY.
 HU1181'APPROXIMATELY 0.55 MILE SOUTHWEST ALONG LAFAYETTE STREET, ALSO
 HU1181'STATE HIGHWAY ROUTE 109, FROM THE CAPE MAY CANAL TO ROSEMAN,S LANE
 HU1181'ON THE WESTERLY SIDE OF LAFAYETTE STREET, THENCE WESTERLY ALONG
 HU1181'ROSEMAN,S LANE APPROXIMATELY 200 FEET TO THE BEND, THE MARK ON THE
 HU1181'WEST SIDE OF ROSEMAN,S LANE IS A STANDARD NOS BENCH MARK DISK
 HU1181'STAMPED (5902 B 1978), SET ON TOP OF A 5/8 IN. DIAM. GALVANIZED STEEL
 HU1181'ROD DRIVEN 41 FEET TO REFUSAL, 4.5 FEET WEST OF THE IRREGULAR 4 FOOT
 HU1181'HIGH CHAIN LINK FENCE ON THE WEST SIDE OF ROSEMAN,S LANE, 7.0 FEET
 HU1181'NORTHWEST OF WOOD UTILITY POLE 233 CA, 9.0 FEET SOUTH-SOUTHWEST OF
 HU1181'THE CENTER LINE OF THE EAST-WEST PORTION OF ROSEMAN,S LANE, 53.0 FEET
 HU1181'SOUTHWEST OF THE SOUTHWEST CORNER OF A 2-STORY WOOD BUILDING ON THE
 HU1181'NORTH SIDE OF ROSEMAN,S LANE, AND SET 2 INCHES BELOW GROUND.
 HU1181
 HU1181                          STATION RECOVERY (1991)
 HU1181
 HU1181'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 HU1181'MARK NOT FOUND.
 HU1181
 HU1181                          STATION RECOVERY (1995)
 HU1181
 HU1181'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 HU1181'THE STATION IS LOCATED IN THE CITY OF CAPE MAY.  TO REACH THE STATION
 HU1181'FROM THE STATE ROUTE 109 BRIDGE SPANNING THE CAPE MAY CANAL GO 0.55 MI
 HU1181'(0.89 KM) SOUTHWEST ON ROUTE 109 TO THE JUNCTION WITH ROSEMANS LANE ON
 HU1181'THE RIGHT, TURN RIGHT AND GO ABOUT 200 FT (61.0 M) TO A BEND IN THE
 HU1181'ROAD TO THE RIGHT AND THE STATION AHEAD.  THE STATION IS 6.3 FT (1.9
 HU1181'M) NORTHWEST OF POLE NUMBER 233CA, 3.5 FT (1.1 M) WEST OF THE SOUTH
 HU1181'GATE POST, 49.0 FT (14.9 M) WEST OF THE SOUTHWEST CORNER OF THE FRONT
 HU1181'PORCH TO HOUSE NUMBER 1, 1.5 STORY FRAME, 22 FT (6.7 M) WEST AND
 HU1181'RADIAL TO THE CENTERLINE OF ROSEMANS LANE.  THE STATION IS 0.4 FT
 HU1181'(12.2 CM) BELOW THE TOP OF A PVC PIPE SURROUNDED BY A CONCRETE COLLAR
 HU1181'FLUSH WITH THE GROUND.
 HU1181
 HU1181                          STATION RECOVERY (1998)
 HU1181
 HU1181'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 HU1181'RECOVERED AS DESCRIBED.
 HU1181
 HU1181                          STATION RECOVERY (2005)
 HU1181
 HU1181'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 HU1181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1178 ***********************************************************************
 HU1178  DESIGNATION -  853 5902 C TIDAL
 HU1178  PID         -  HU1178
 HU1178  STATE/COUNTY-  NJ/CAPE MAY
 HU1178  USGS QUAD   -  CAPE MAY (1972)
 HU1178
 HU1178                         *CURRENT SURVEY CONTROL
 HU1178  ___________________________________________________________________
 HU1178* NAD 83(1986)-  38 56 52.     (N)    074 54 36.     (W)     SCALED    
 HU1178* NAVD 88     -         3.328  (meters)      10.92   (feet)  ADJUSTED  
 HU1178  ___________________________________________________________________
 HU1178  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 HU1178  DYNAMIC HT  -           3.326 (meters)      10.91  (feet)  COMP
 HU1178  MODELED GRAV-     980,048.6   (mgal)                       NAVD 88
 HU1178
 HU1178  VERT ORDER  -  FIRST     CLASS II
 HU1178
 HU1178.The horizontal coordinates were scaled from a topographic map and have
 HU1178.an estimated accuracy of +/- 6 seconds.
 HU1178
 HU1178.The orthometric height was determined by differential leveling
 HU1178.and adjusted by the National Geodetic Survey in June 1991..
 HU1178
 HU1178.The geoid height was determined by GEOID03.
 HU1178
 HU1178.The dynamic height is computed by dividing the NAVD 88
 HU1178.geopotential number by the normal gravity value computed on the
 HU1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1178.degrees latitude (g = 980.6199 gals.).
 HU1178
 HU1178.The modeled gravity was interpolated from observed gravity values.
 HU1178
 HU1178;                    North         East    Units  Estimated Accuracy
 HU1178;SPC NJ       -    12,780.      114,460.      MT  (+/- 180 meters Scaled)
 HU1178
 HU1178                          SUPERSEDED SURVEY CONTROL
 HU1178
 HU1178  NGVD 29 (01/10/92)    3.726  (m)           12.22   (f) ADJUSTED    1 2
 HU1178
 HU1178.Superseded values are not recommended for survey control.
 HU1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1178.See file dsdata.txt to determine how the superseded data were derived.
 HU1178
 HU1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ077109(NAD 83)
 HU1178_MARKER: DJ = TIDAL STATION DISK
 HU1178_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HU1178_SP_SET: BRIDGE ABUTMENT
 HU1178_STAMPING: 5902 C 1978
 HU1178_MARK LOGO: NOS   
 HU1178_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU1178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU1178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1178+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 HU1178
 HU1178  HISTORY     - Date     Condition        Report By
 HU1178  HISTORY     - 1978     MONUMENTED       NOS
 HU1178  HISTORY     - 1979     GOOD             NGS
 HU1178  HISTORY     - 19950705 GOOD             NJGS
 HU1178  HISTORY     - 19980325 GOOD             NJGS
 HU1178  HISTORY     - 19991002 MARK NOT FOUND   USPSQD
 HU1178  HISTORY     - 20050918 GOOD             GEOCAC
 HU1178
 HU1178                          STATION DESCRIPTION
 HU1178
 HU1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HU1178'IN CAPE MAY.
 HU1178'0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 109 (LAFAYETTE STREET) FROM
 HU1178'THE CAPE MAY CANAL AT CAPE MAY, IN THE SOUTHWEST ABUTMENT OF BRIDGE
 HU1178'OVER SCHELLENGER CREEK, 6.4 FEET SOUTHEAST OF THE CONCRETE CURB OF
 HU1178'THE BRIDGE, 8.5 FEET WEST OF THE NORTHEAST CORNER OF THE ABUTMENT,
 HU1178'2 FEET SOUTH OF THE NORTHWEST CORNER OF THE ABUTMENT AND 22.4 FEET
 HU1178'NORTH OF A POWER POLE WITH NO NUMBER.
 HU1178
 HU1178                          STATION RECOVERY (1995)
 HU1178
 HU1178'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 HU1178'THE STATION IS LOCATED IN THE CITY OF CAPE MAY, SET IN A DRILL HOLE IN
 HU1178'THE SIDEWALK WHICH IS PART OF THE ABUTMENT AT SOUTHEAST PEDESTRIAN
 HU1178'OUTCOVE FOR THE STATE ROUTE 109 BRIDGE SPANNING SCHELLENGER CREEK. TO
 HU1178'REACH THE STATION FROM THE STATE ROUTE 109 BRIDGE SPANNING THE CAPE
 HU1178'MAY CANAL, GO ABOUT 0.5 MI (0.8 KM) SOUTHWEST ON STATE ROUTE 109 TO
 HU1178'THE STATION ON THE LEFT.  THE STATION IS FLUSH IN THE WALKWAY.
 HU1178
 HU1178                          STATION RECOVERY (1998)
 HU1178
 HU1178'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 HU1178'RECOVERED AS DESCRIBED.
 HU1178
 HU1178                          STATION RECOVERY (1999)
 HU1178
 HU1178'RECOVERY NOTE BY US POWER SQUADRON 1999
 HU1178'MARK NOT FOUND.
 HU1178
 HU1178                          STATION RECOVERY (2005)
 HU1178
 HU1178'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 HU1178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1177 ***********************************************************************
 HU1177  DESIGNATION -  853 5902 D TIDAL
 HU1177  PID         -  HU1177
 HU1177  STATE/COUNTY-  NJ/CAPE MAY
 HU1177  USGS QUAD   -  CAPE MAY (1972)
 HU1177
 HU1177                         *CURRENT SURVEY CONTROL
 HU1177  ___________________________________________________________________
 HU1177* NAD 83(1986)-  38 56 52.     (N)    074 54 37.     (W)     SCALED    
 HU1177* NAVD 88     -         2.991  (meters)       9.81   (feet)  ADJUSTED  
 HU1177  ___________________________________________________________________
 HU1177  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 HU1177  DYNAMIC HT  -           2.989 (meters)       9.81  (feet)  COMP
 HU1177  MODELED GRAV-     980,048.6   (mgal)                       NAVD 88
 HU1177
 HU1177  VERT ORDER  -  FIRST     CLASS II
 HU1177
 HU1177.The horizontal coordinates were scaled from a topographic map and have
 HU1177.an estimated accuracy of +/- 6 seconds.
 HU1177
 HU1177.The orthometric height was determined by differential leveling
 HU1177.and adjusted by the National Geodetic Survey in June 1991..
 HU1177
 HU1177.The geoid height was determined by GEOID03.
 HU1177
 HU1177.The dynamic height is computed by dividing the NAVD 88
 HU1177.geopotential number by the normal gravity value computed on the
 HU1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1177.degrees latitude (g = 980.6199 gals.).
 HU1177
 HU1177.The modeled gravity was interpolated from observed gravity values.
 HU1177
 HU1177;                    North         East    Units  Estimated Accuracy
 HU1177;SPC NJ       -    12,780.      114,440.      MT  (+/- 180 meters Scaled)
 HU1177
 HU1177                          SUPERSEDED SURVEY CONTROL
 HU1177
 HU1177  NGVD 29 (01/10/92)    3.389  (m)           11.12   (f) ADJUSTED    1 2
 HU1177
 HU1177.Superseded values are not recommended for survey control.
 HU1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1177.See file dsdata.txt to determine how the superseded data were derived.
 HU1177
 HU1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ077109(NAD 83)
 HU1177_MARKER: DJ = TIDAL STATION DISK
 HU1177_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HU1177_SP_SET: ABUTMENT
 HU1177_STAMPING: 5902 D 1978
 HU1177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU1177
 HU1177  HISTORY     - Date     Condition        Report By
 HU1177  HISTORY     - 1978     MONUMENTED       NOS
 HU1177  HISTORY     - 1979     GOOD             NGS
 HU1177  HISTORY     - 19910406 MARK NOT FOUND   USPSQD
 HU1177  HISTORY     - 19950705 MARK NOT FOUND   NJGS
 HU1177
 HU1177                          STATION DESCRIPTION
 HU1177
 HU1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HU1177'IN CAPE MAY.
 HU1177'0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 109 (LAFAYETTE STREET) FROM
 HU1177'THE CAPE MAY CANAL AT CAPE MAY, IN THE NORTHEAST ABUTMENT OF BRIDGE
 HU1177'OVER SCHELLENGER CREEK, 12 FEET NORTHWEST OF THE CENTER LINE OF THE
 HU1177'HIGHWAY.
 HU1177
 HU1177                          STATION RECOVERY (1991)
 HU1177
 HU1177'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 HU1177'MARK NOT FOUND.
 HU1177
 HU1177                          STATION RECOVERY (1995)
 HU1177
 HU1177'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 HU1177'THE STATION WAS NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1176 ***********************************************************************
 HU1176  DESIGNATION -  853 5902 E TIDAL
 HU1176  PID         -  HU1176
 HU1176  STATE/COUNTY-  NJ/CAPE MAY
 HU1176  USGS QUAD   -  CAPE MAY (1972)
 HU1176
 HU1176                         *CURRENT SURVEY CONTROL
 HU1176  ___________________________________________________________________
 HU1176* NAD 83(1986)-  38 57 02.     (N)    074 54 28.     (W)     SCALED    
 HU1176* NAVD 88     -         3.087  (meters)      10.13   (feet)  ADJUSTED  
 HU1176  ___________________________________________________________________
 HU1176  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 HU1176  DYNAMIC HT  -           3.085 (meters)      10.12  (feet)  COMP
 HU1176  MODELED GRAV-     980,048.8   (mgal)                       NAVD 88
 HU1176
 HU1176  VERT ORDER  -  FIRST     CLASS II
 HU1176
 HU1176.The horizontal coordinates were scaled from a topographic map and have
 HU1176.an estimated accuracy of +/- 6 seconds.
 HU1176
 HU1176.The orthometric height was determined by differential leveling
 HU1176.and adjusted by the National Geodetic Survey in June 1991..
 HU1176
 HU1176.The geoid height was determined by GEOID03.
 HU1176
 HU1176.The dynamic height is computed by dividing the NAVD 88
 HU1176.geopotential number by the normal gravity value computed on the
 HU1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1176.degrees latitude (g = 980.6199 gals.).
 HU1176
 HU1176.The modeled gravity was interpolated from observed gravity values.
 HU1176
 HU1176;                    North         East    Units  Estimated Accuracy
 HU1176;SPC NJ       -    13,090.      114,660.      MT  (+/- 180 meters Scaled)
 HU1176
 HU1176                          SUPERSEDED SURVEY CONTROL
 HU1176
 HU1176  NGVD 29 (01/10/92)    3.486  (m)           11.44   (f) ADJUSTED    1 2
 HU1176
 HU1176.Superseded values are not recommended for survey control.
 HU1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1176.See file dsdata.txt to determine how the superseded data were derived.
 HU1176
 HU1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ079112(NAD 83)
 HU1176_MARKER: DJ = TIDAL STATION DISK
 HU1176_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HU1176+WITH SETTING: PAVEMENT
 HU1176_SP_SET: SIGN BASE
 HU1176_STAMPING: 5902 E 1978
 HU1176_MARK LOGO: NOS   
 HU1176_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1176+STABILITY: SURFACE MOTION
 HU1176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1176+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 HU1176
 HU1176  HISTORY     - Date     Condition        Report By
 HU1176  HISTORY     - 1978     MONUMENTED       NOS
 HU1176  HISTORY     - 1979     GOOD             NGS
 HU1176  HISTORY     - 19910406 GOOD             USPSQD
 HU1176  HISTORY     - 19950726 GOOD             NJGS
 HU1176  HISTORY     - 19980331 GOOD             NJGS
 HU1176  HISTORY     - 20050918 GOOD             GEOCAC
 HU1176
 HU1176                          STATION DESCRIPTION
 HU1176
 HU1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HU1176'IN CAPE MAY.
 HU1176'0.25 MILE SOUTHWEST ALONG STATE HIGHWAY 109 (LAFAYETTE STREET) FROM
 HU1176'THE CAPE MAY CANEL AT CAPE MAY, AT AN EXXON SERVICE STATION ON THE
 HU1176'EAST SIDE OF THE HIGHWAY, IN THE MOST WESTERLY OF TWO CONCRETE BASE
 HU1176'SUPPORTING TWO VERTICAL STEEL COLUMNS OF AN OVERHEAD SIGN, 1.4 FEET
 HU1176'SOUTHEAST OF THE EAST FACE OF THE STEEL COLUMN, 51.1 FEET NORTHWEST
 HU1176'OF THE NORTHWEST CORNER OF THE SERVICE STATION, 10.5 FEET NORTHEAST
 HU1176'OF A METAL LIGHT STANCHION, 38.4 FEET SOUTHEAST OF THE EAST CONCRETE
 HU1176'CURB OF THE HIGHWAY.
 HU1176
 HU1176                          STATION RECOVERY (1991)
 HU1176
 HU1176'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 HU1176'RECOVERED IN GOOD CONDITION.
 HU1176
 HU1176                          STATION RECOVERY (1995)
 HU1176
 HU1176'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 HU1176'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE SERVICE STATION
 HU1176'IS ON THE NORTHEAST CORNER OF THE JUNCTION OF STATE ROUTE 109 AND
 HU1176'SCHELLENGERS LANDING ROAD.
 HU1176
 HU1176                          STATION RECOVERY (1998)
 HU1176
 HU1176'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 HU1176'RECOVERED AS DESCRIBED.
 HU1176
 HU1176                          STATION RECOVERY (2005)
 HU1176
 HU1176'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 HU1176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1180 ***********************************************************************
 HU1180  TIDAL BM    -  This is a Tidal Bench Mark.
 HU1180  DESIGNATION -  853 5962 F TIDAL
 HU1180  PID         -  HU1180
 HU1180  STATE/COUNTY-  NJ/CAPE MAY
 HU1180  USGS QUAD   -  CAPE MAY (1972)
 HU1180
 HU1180                         *CURRENT SURVEY CONTROL
 HU1180  ___________________________________________________________________
 HU1180* NAD 83(1986)-  38 55 48.     (N)    074 56 00.     (W)     SCALED    
 HU1180* NAVD 88     -         2.345  (meters)       7.69   (feet)  ADJUSTED  
 HU1180  ___________________________________________________________________
 HU1180  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU1180  DYNAMIC HT  -           2.343 (meters)       7.69  (feet)  COMP
 HU1180  MODELED GRAV-     980,047.8   (mgal)                       NAVD 88
 HU1180
 HU1180  VERT ORDER  -  FIRST     CLASS II
 HU1180
 HU1180.The horizontal coordinates were scaled from a topographic map and have
 HU1180.an estimated accuracy of +/- 6 seconds.
 HU1180
 HU1180.The orthometric height was determined by differential leveling
 HU1180.and adjusted by the National Geodetic Survey in June 1991..
 HU1180
 HU1180.This Tidal Bench Mark is designated as VM 15510
 HU1180.by the Center for Operational Oceanographic Products and Services.
 HU1180
 HU1180.The geoid height was determined by GEOID03.
 HU1180
 HU1180.The dynamic height is computed by dividing the NAVD 88
 HU1180.geopotential number by the normal gravity value computed on the
 HU1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1180.degrees latitude (g = 980.6199 gals.).
 HU1180
 HU1180.The modeled gravity was interpolated from observed gravity values.
 HU1180
 HU1180;                    North         East    Units  Estimated Accuracy
 HU1180;SPC NJ       -    10,820.      112,430.      MT  (+/- 180 meters Scaled)
 HU1180
 HU1180                          SUPERSEDED SURVEY CONTROL
 HU1180
 HU1180  NGVD 29 (01/10/92)    2.743  (m)            9.00   (f) ADJUSTED    1 2
 HU1180
 HU1180.Superseded values are not recommended for survey control.
 HU1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1180.See file dsdata.txt to determine how the superseded data were derived.
 HU1180
 HU1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ057090(NAD 83)
 HU1180_MARKER: DJ = TIDAL STATION DISK
 HU1180_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 HU1180_SP_SET: GALVANIZED STEEL ROD
 HU1180_STAMPING: 5962 F 1977
 HU1180_PROJECTION: FLUSH
 HU1180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU1180_ROD/PIPE-DEPTH: 15.2 meters
 HU1180
 HU1180  HISTORY     - Date     Condition        Report By
 HU1180  HISTORY     - 1977     MONUMENTED       NOS
 HU1180  HISTORY     - 1979     GOOD             NGS
 HU1180  HISTORY     - 19910406 MARK NOT FOUND   USPSQD
 HU1180
 HU1180                          STATION DESCRIPTION
 HU1180
 HU1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HU1180'IN CAPE MAY.
 HU1180'RECOVERED AS DESCRIBED, APPROXIMATELY 0.1 MILE WEST ALONG BEACH
 HU1180'AVENUE FROM ITS INTERSECTION WITH BROADWAY, TO ITS INTERSECTION WITH
 HU1180'2ND. AVENUE AT CAPE MAY, THE MARK IS A STANDARD NOS BENCH MARK DISK
 HU1180'STAMPED (5962 F 1977), SET ON TOP OF A 5/8 IN. DIAM. GALVANIZED STEEL
 HU1180'ROD DRIVEN 50 FEET, 11.6 FEET EAST OF THE EAST CURB OF 2ND. AVENUE,
 HU1180'12.8 FEET NORTH OF THE NORTH CURB OF BEACH AVENUE, 18.4 FEET SOUTHWEST
 HU1180'OF THE SOUTHWEST CORNER OF A 1-STORY WOD BUILDING ON THE NORTHEAST
 HU1180'CORNER OF THE INTERSECTION OF 2ND. AND BEACH AVENUES, AND 54.0 FEET
 HU1180'NORTHEAST OF WOOD UTILITY POLE ACE 2449 LOCATED ACROSS 2ND. AVENUE.
 HU1180'THE MARK IS SET 2 INCHES BELOW GROUND.
 HU1180
 HU1180                          STATION RECOVERY (1991)
 HU1180
 HU1180'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 HU1180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1179 ***********************************************************************
 HU1179  TIDAL BM    -  This is a Tidal Bench Mark.
 HU1179  DESIGNATION -  853 5962 G TIDAL
 HU1179  PID         -  HU1179
 HU1179  STATE/COUNTY-  NJ/CAPE MAY
 HU1179  USGS QUAD   -  CAPE MAY (1972)
 HU1179
 HU1179                         *CURRENT SURVEY CONTROL
 HU1179  ___________________________________________________________________
 HU1179* NAD 83(1986)-  38 55 48.     (N)    074 55 56.     (W)     SCALED    
 HU1179* NAVD 88     -         2.117  (meters)       6.95   (feet)  ADJUSTED  
 HU1179  ___________________________________________________________________
 HU1179  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU1179  DYNAMIC HT  -           2.116 (meters)       6.94  (feet)  COMP
 HU1179  MODELED GRAV-     980,047.8   (mgal)                       NAVD 88
 HU1179
 HU1179  VERT ORDER  -  FIRST     CLASS II
 HU1179
 HU1179.The horizontal coordinates were scaled from a topographic map and have
 HU1179.an estimated accuracy of +/- 6 seconds.
 HU1179
 HU1179.The orthometric height was determined by differential leveling
 HU1179.and adjusted by the National Geodetic Survey in June 1991..
 HU1179
 HU1179.This Tidal Bench Mark is designated as VM 15511
 HU1179.by the Center for Operational Oceanographic Products and Services.
 HU1179
 HU1179.The geoid height was determined by GEOID03.
 HU1179
 HU1179.The dynamic height is computed by dividing the NAVD 88
 HU1179.geopotential number by the normal gravity value computed on the
 HU1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1179.degrees latitude (g = 980.6199 gals.).
 HU1179
 HU1179.The modeled gravity was interpolated from observed gravity values.
 HU1179
 HU1179;                    North         East    Units  Estimated Accuracy
 HU1179;SPC NJ       -    10,820.      112,530.      MT  (+/- 180 meters Scaled)
 HU1179
 HU1179                          SUPERSEDED SURVEY CONTROL
 HU1179
 HU1179  NGVD 29 (01/10/92)    2.516  (m)            8.25   (f) ADJUSTED    1 2
 HU1179
 HU1179.Superseded values are not recommended for survey control.
 HU1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1179.See file dsdata.txt to determine how the superseded data were derived.
 HU1179
 HU1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ058090(NAD 83)
 HU1179_MARKER: DJ = TIDAL STATION DISK
 HU1179_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 HU1179_SP_SET: GALVANIZED STEEL ROD
 HU1179_STAMPING: 5962 G 1977
 HU1179_PROJECTION: FLUSH
 HU1179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU1179_ROD/PIPE-DEPTH: 15.2 meters
 HU1179
 HU1179  HISTORY     - Date     Condition        Report By
 HU1179  HISTORY     - 1977     MONUMENTED       NOS
 HU1179  HISTORY     - 1979     GOOD             NGS
 HU1179  HISTORY     - 19910406 MARK NOT FOUND   USPSQD
 HU1179
 HU1179                          STATION DESCRIPTION
 HU1179
 HU1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HU1179'IN CAPE MAY.
 HU1179'APPROXIMATELY 0.05 MILE WEST ALONG BEACH AVENUE FROM ITS INTERSECTION
 HU1179'WITH BROADWAY, AT CAPE MAY, TO THE INTERSECTION OF BEACH AVENUE
 HU1179'AND 1ST. AVENUE, THE MARK IS A STANDARD NOS BENCH MARK DISK STAMPED
 HU1179'(5962 G 1977) SET ON TOP OF A 5/8 IN. DIAM. GALVANIZED STEEL ROD DRIVE
 HU1179'50 FEET, APPROXIMATELY 350 FEET EAST OF BENCH MARK 5962 F, 27.4 FEET
 HU1179'SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE 213 BEACH AVENUE, 25.7
 HU1179'FEET NORTH OF THE NORTH CURB OF BEACH AVENUE, 16.6 FEET NORTHEAST
 HU1179'OF THE SOUTH END OF A 3 FOOT HIGH WOOD RAIL FENCE, 54.4 FEET NORTHEAST
 HU1179'OF WOOD UTILITY POLE ACE 2447, 5.2 FEET EAST OF THE ABOVE DESCRIBED
 HU1179'FENCE, AND SET 2 INCHES BELOW GROUND.
 HU1179
 HU1179                          STATION RECOVERY (1991)
 HU1179
 HU1179'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 HU1179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1190 ***********************************************************************
 HU1190  TIDAL BM    -  This is a Tidal Bench Mark.
 HU1190  DESIGNATION -  853 6110 J TIDAL
 HU1190  PID         -  HU1190
 HU1190  STATE/COUNTY-  NJ/CAPE MAY
 HU1190  USGS QUAD   -  CAPE MAY (1972)
 HU1190
 HU1190                         *CURRENT SURVEY CONTROL
 HU1190  ___________________________________________________________________
 HU1190* NAD 83(1986)-  38 58 18.     (N)    074 57 32.     (W)     SCALED    
 HU1190* NAVD 88     -         2.247  (meters)       7.37   (feet)  ADJUSTED  
 HU1190  ___________________________________________________________________
 HU1190  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 HU1190  DYNAMIC HT  -           2.245 (meters)       7.37  (feet)  COMP
 HU1190  MODELED GRAV-     980,051.6   (mgal)                       NAVD 88
 HU1190
 HU1190  VERT ORDER  -  FIRST     CLASS II
 HU1190
 HU1190.The horizontal coordinates were scaled from a topographic map and have
 HU1190.an estimated accuracy of +/- 6 seconds.
 HU1190
 HU1190.The orthometric height was determined by differential leveling
 HU1190.and adjusted by the National Geodetic Survey in June 1991..
 HU1190
 HU1190.This Tidal Bench Mark is designated as VM 347
 HU1190.by the Center for Operational Oceanographic Products and Services.
 HU1190
 HU1190.The geoid height was determined by GEOID03.
 HU1190
 HU1190.The dynamic height is computed by dividing the NAVD 88
 HU1190.geopotential number by the normal gravity value computed on the
 HU1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1190.degrees latitude (g = 980.6199 gals.).
 HU1190
 HU1190.The modeled gravity was interpolated from observed gravity values.
 HU1190
 HU1190;                    North         East    Units  Estimated Accuracy
 HU1190;SPC NJ       -    15,460.      110,240.      MT  (+/- 180 meters Scaled)
 HU1190
 HU1190                          SUPERSEDED SURVEY CONTROL
 HU1190
 HU1190  NGVD 29 (01/10/92)    2.652  (m)            8.70   (f) ADJUSTED    1 2
 HU1190
 HU1190.Superseded values are not recommended for survey control.
 HU1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1190.See file dsdata.txt to determine how the superseded data were derived.
 HU1190
 HU1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ035136(NAD 83)
 HU1190_MARKER: DJ = TIDAL STATION DISK
 HU1190_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HU1190_SP_SET: HEAD WALL
 HU1190_STAMPING: 6110 J 1978
 HU1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1190+STABILITY: SURFACE MOTION
 HU1190
 HU1190  HISTORY     - Date     Condition        Report By
 HU1190  HISTORY     - 1978     MONUMENTED       NOS
 HU1190  HISTORY     - 1979     GOOD             NGS
 HU1190  HISTORY     - 19991002 MARK NOT FOUND   USPSQD
 HU1190
 HU1190                          STATION DESCRIPTION
 HU1190
 HU1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HU1190'IN NORTH CAPE MAY.
 HU1190'THE MARK IS LOCATED ON THE WEST SIDE OF THE MAIN ENTRANCE TO THE
 HU1190'CAPE MAY-LEWES FERRY TERMINAL, BETWEEN THE ROAD AND A 5-FOOT CHAIN
 HU1190'LINK FENCE, IN THE TOP OF THE SOUTH END OF A 3 BY 5-FOOT CONCRETE
 HU1190'HEAD WALL TO A 12-INCH CONCRETE PIPE CULVERT, 34.5 FEET WEST OF THE
 HU1190'CENTER LINE OF THE ROAD, 13 FEET NORTHEAST OF THE SOUTHEAST CORNER
 HU1190'OF THE FENCE.
 HU1190'THE MARK IS ABOVE LEVEL WITH ROAD.
 HU1190
 HU1190                          STATION RECOVERY (1999)
 HU1190
 HU1190'RECOVERY NOTE BY US POWER SQUADRON 1999
 HU1190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1189 ***********************************************************************
 HU1189  DESIGNATION -  853 6110 K TIDAL
 HU1189  PID         -  HU1189
 HU1189  STATE/COUNTY-  NJ/CAPE MAY
 HU1189  USGS QUAD   -  CAPE MAY (1972)
 HU1189
 HU1189                         *CURRENT SURVEY CONTROL
 HU1189  ___________________________________________________________________
 HU1189* NAD 83(1986)-  38 58 24.     (N)    074 57 27.     (W)     SCALED    
 HU1189* NAVD 88     -         2.394  (meters)       7.85   (feet)  ADJUSTED  
 HU1189  ___________________________________________________________________
 HU1189  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 HU1189  DYNAMIC HT  -           2.393 (meters)       7.85  (feet)  COMP
 HU1189  MODELED GRAV-     980,051.7   (mgal)                       NAVD 88
 HU1189
 HU1189  VERT ORDER  -  FIRST     CLASS II
 HU1189
 HU1189.The horizontal coordinates were scaled from a topographic map and have
 HU1189.an estimated accuracy of +/- 6 seconds.
 HU1189
 HU1189.The orthometric height was determined by differential leveling
 HU1189.and adjusted by the National Geodetic Survey in June 1991..
 HU1189
 HU1189.The geoid height was determined by GEOID03.
 HU1189
 HU1189.The dynamic height is computed by dividing the NAVD 88
 HU1189.geopotential number by the normal gravity value computed on the
 HU1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1189.degrees latitude (g = 980.6199 gals.).
 HU1189
 HU1189.The modeled gravity was interpolated from observed gravity values.
 HU1189
 HU1189;                    North         East    Units  Estimated Accuracy
 HU1189;SPC NJ       -    15,640.      110,360.      MT  (+/- 180 meters Scaled)
 HU1189
 HU1189                          SUPERSEDED SURVEY CONTROL
 HU1189
 HU1189  NGVD 29 (01/10/92)    2.799  (m)            9.18   (f) ADJUSTED    1 2
 HU1189
 HU1189.Superseded values are not recommended for survey control.
 HU1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1189.See file dsdata.txt to determine how the superseded data were derived.
 HU1189
 HU1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ036138(NAD 83)
 HU1189_MARKER: DJ = TIDAL STATION DISK
 HU1189_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HU1189_SP_SET: CULVERT
 HU1189_STAMPING: 6110 K 1978
 HU1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1189+STABILITY: SURFACE MOTION
 HU1189
 HU1189  HISTORY     - Date     Condition        Report By
 HU1189  HISTORY     - 1978     MONUMENTED       NOS
 HU1189  HISTORY     - 1979     GOOD             NGS
 HU1189  HISTORY     - 19991002 MARK NOT FOUND   USPSQD
 HU1189
 HU1189                          STATION DESCRIPTION
 HU1189
 HU1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HU1189'IN NORTH CAPE MAY.
 HU1189'AT THE NORTHEAST CORNER OF THE TRIANGLE FORMED BY LINCOLN STREET
 HU1189'AND THE TWO ENTRANCE ROADS TO THE CAPE MAY-LEWES FERRY TERMINAL, IN
 HU1189'THE TOP OF THE NORTHEAST END OF A 6 BY 3-FOOT HEADWALL TO AN 18-INCH
 HU1189'CONCRETE PIPE CULVERT, 48 FEET SOUTH OF THE CENTER LINE OF THE STREET,
 HU1189'EAST BOUND LANE.
 HU1189'THE MARK IS 1 FT BELOW STREET.
 HU1189
 HU1189                          STATION RECOVERY (1999)
 HU1189
 HU1189'RECOVERY NOTE BY US POWER SQUADRON 1999
 HU1189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1194 ***********************************************************************
 HU1194  TIDAL BM    -  This is a Tidal Bench Mark.
 HU1194  DESIGNATION -  853 6110 TIDAL 1
 HU1194  PID         -  HU1194
 HU1194  STATE/COUNTY-  NJ/CAPE MAY
 HU1194  USGS QUAD   -  CAPE MAY (1972)
 HU1194
 HU1194                         *CURRENT SURVEY CONTROL
 HU1194  ___________________________________________________________________
 HU1194* NAD 83(1986)-  38 58 06.     (N)    074 57 33.     (W)     SCALED    
 HU1194* NAVD 88     -         3.236  (meters)      10.62   (feet)  ADJUSTED  
 HU1194  ___________________________________________________________________
 HU1194  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 HU1194  DYNAMIC HT  -           3.234 (meters)      10.61  (feet)  COMP
 HU1194  MODELED GRAV-     980,051.3   (mgal)                       NAVD 88
 HU1194
 HU1194  VERT ORDER  -  FIRST     CLASS II
 HU1194
 HU1194.The horizontal coordinates were scaled from a topographic map and have
 HU1194.an estimated accuracy of +/- 6 seconds.
 HU1194
 HU1194.The orthometric height was determined by differential leveling
 HU1194.and adjusted by the National Geodetic Survey in June 1991..
 HU1194
 HU1194.This Tidal Bench Mark is designated as VM 344
 HU1194.by the Center for Operational Oceanographic Products and Services.
 HU1194
 HU1194.The geoid height was determined by GEOID03.
 HU1194
 HU1194.The dynamic height is computed by dividing the NAVD 88
 HU1194.geopotential number by the normal gravity value computed on the
 HU1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1194.degrees latitude (g = 980.6199 gals.).
 HU1194
 HU1194.The modeled gravity was interpolated from observed gravity values.
 HU1194
 HU1194;                    North         East    Units  Estimated Accuracy
 HU1194;SPC NJ       -    15,090.      110,210.      MT  (+/- 180 meters Scaled)
 HU1194
 HU1194                          SUPERSEDED SURVEY CONTROL
 HU1194
 HU1194  NGVD 29 (01/10/92)    3.641  (m)           11.95   (f) ADJUSTED    1 2
 HU1194
 HU1194.Superseded values are not recommended for survey control.
 HU1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1194.See file dsdata.txt to determine how the superseded data were derived.
 HU1194
 HU1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ035132(NAD 83)
 HU1194_MARKER: DJ = TIDAL STATION DISK
 HU1194_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HU1194_SP_SET: HEADWALL
 HU1194_STAMPING: NO 1 1965
 HU1194_MARK LOGO: CGS   
 HU1194_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1194+STABILITY: SURFACE MOTION
 HU1194
 HU1194  HISTORY     - Date     Condition        Report By
 HU1194  HISTORY     - 1965     MONUMENTED       CGS
 HU1194  HISTORY     - 1979     GOOD             NGS
 HU1194  HISTORY     - 19950912 GOOD             NOS
 HU1194  HISTORY     - 19991002 GOOD             USPSQD
 HU1194
 HU1194                          STATION DESCRIPTION
 HU1194
 HU1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HU1194'IN NORTH CAPE MAY.
 HU1194'AT THE CAPE MAY-LEWES FERRY TERMINAL, SET IN THE NORTHEAST HEADWALL
 HU1194'OF FERRY BRIDGE NO.2,(BRIDGE NEAREST THE OFFICE)7 FEET SOUTHWEST OF
 HU1194'THE NORTHEAST CORNER OF BRIDGE ABUTMENT AND 28 FEET WEST OF THE EAST
 HU1194'CORNER POST OF A CHAIN LINK FENCE.
 HU1194
 HU1194                          STATION RECOVERY (1995)
 HU1194
 HU1194'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 HU1194'THE BENCH MARK IS SET IN THE CONCRETE HEADWALL LOCATED ON THE EAST
 HU1194'SIDE OF THE CAPE MAY FERRY SLIP NO 2, 14.0 M (45.9 FT) NNE OF THE
 HU1194'SOUTH END OF A BULKHEAD, 10.0 M (32.8 FT) SSW OF THE FERRY TICKET
 HU1194'BOOTH, AND 2.2 M (7.2 FT) SOUTH OF THE NE CORNER OF FERRY SLIP NO 2.
 HU1194
 HU1194                          STATION RECOVERY (1999)
 HU1194
 HU1194'RECOVERY NOTE BY US POWER SQUADRON 1999
 HU1194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1196 ***********************************************************************
 HU1196  TIDAL BM    -  This is a Tidal Bench Mark.
 HU1196  DESIGNATION -  853 6110 TIDAL 2
 HU1196  PID         -  HU1196
 HU1196  STATE/COUNTY-  NJ/CAPE MAY
 HU1196  USGS QUAD   -  CAPE MAY (1972)
 HU1196
 HU1196                         *CURRENT SURVEY CONTROL
 HU1196  ___________________________________________________________________
 HU1196* NAD 83(1986)-  38 58 06.     (N)    074 57 36.     (W)     SCALED    
 HU1196* NAVD 88     -         3.220  (meters)      10.56   (feet)  ADJUSTED  
 HU1196  ___________________________________________________________________
 HU1196  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 HU1196  DYNAMIC HT  -           3.218 (meters)      10.56  (feet)  COMP
 HU1196  MODELED GRAV-     980,051.4   (mgal)                       NAVD 88
 HU1196
 HU1196  VERT ORDER  -  FIRST     CLASS II
 HU1196
 HU1196.The horizontal coordinates were scaled from a topographic map and have
 HU1196.an estimated accuracy of +/- 6 seconds.
 HU1196
 HU1196.The orthometric height was determined by differential leveling
 HU1196.and adjusted by the National Geodetic Survey in June 1991..
 HU1196
 HU1196.This Tidal Bench Mark is designated as VM 345
 HU1196.by the Center for Operational Oceanographic Products and Services.
 HU1196
 HU1196.The geoid height was determined by GEOID03.
 HU1196
 HU1196.The dynamic height is computed by dividing the NAVD 88
 HU1196.geopotential number by the normal gravity value computed on the
 HU1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1196.degrees latitude (g = 980.6199 gals.).
 HU1196
 HU1196.The modeled gravity was interpolated from observed gravity values.
 HU1196
 HU1196;                    North         East    Units  Estimated Accuracy
 HU1196;SPC NJ       -    15,090.      110,140.      MT  (+/- 180 meters Scaled)
 HU1196
 HU1196                          SUPERSEDED SURVEY CONTROL
 HU1196
 HU1196  NGVD 29 (01/10/92)    3.625  (m)           11.89   (f) ADJUSTED    1 2
 HU1196
 HU1196.Superseded values are not recommended for survey control.
 HU1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1196.See file dsdata.txt to determine how the superseded data were derived.
 HU1196
 HU1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ034132(NAD 83)
 HU1196_MARKER: DJ = TIDAL STATION DISK
 HU1196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU1196_SP_SET: BRIDGE HEADWALL
 HU1196_STAMPING: NO 2 1965
 HU1196_MARK LOGO: CGS   
 HU1196_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU1196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU1196
 HU1196  HISTORY     - Date     Condition        Report By
 HU1196  HISTORY     - 1965     MONUMENTED       CGS
 HU1196  HISTORY     - 1979     GOOD             NGS
 HU1196  HISTORY     - 19950912 GOOD             NOS
 HU1196  HISTORY     - 19991002 GOOD             USPSQD
 HU1196
 HU1196                          STATION DESCRIPTION
 HU1196
 HU1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HU1196'IN NORTH CAPE MAY.
 HU1196'AT THE CAPE MAY-LEWES FERRY TERMINAL, SET IN THE NORTHEAST CORNER
 HU1196'OF FERRY BRIDGE NO. 1(BRIDGE FURTHEREST FROM THE OFFICE) AND ON THE
 HU1196'SAME SIDE AS THE TICKET BOOTH.
 HU1196
 HU1196                          STATION RECOVERY (1995)
 HU1196
 HU1196'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 HU1196'THE BENCH MARK IS SET IN THE NE CORNER OF THE CONCRETE HEADWALL
 HU1196'LOCATED AT THE CAPE MAY FERRY SLIP NO 1, 15.9 M (52.2 FT) NNE OF THE
 HU1196'SW CORNER OF THE FERRY SLIP, 8.1 M (26.6 FT) SSW OF THE SOUTH FACE OF
 HU1196'THE FERRY TICKET BOOTH, AND 3.3 M (10.8 FT) ESE OF THE CENTERLINE OF
 HU1196'THE CAR RAMP.
 HU1196
 HU1196                          STATION RECOVERY (1999)
 HU1196
 HU1196'RECOVERY NOTE BY US POWER SQUADRON 1999
 HU1196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1193 ***********************************************************************
 HU1193  DESIGNATION -  853 6110 TIDAL 5
 HU1193  PID         -  HU1193
 HU1193  STATE/COUNTY-  NJ/CAPE MAY
 HU1193  USGS QUAD   -  CAPE MAY (1972)
 HU1193
 HU1193                         *CURRENT SURVEY CONTROL
 HU1193  ___________________________________________________________________
 HU1193* NAD 83(1986)-  38 58 13.     (N)    074 57 26.     (W)     SCALED    
 HU1193* NAVD 88     -         2.404  (meters)       7.89   (feet)  ADJUSTED  
 HU1193  ___________________________________________________________________
 HU1193  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 HU1193  DYNAMIC HT  -           2.403 (meters)       7.88  (feet)  COMP
 HU1193  MODELED GRAV-     980,051.4   (mgal)                       NAVD 88
 HU1193
 HU1193  VERT ORDER  -  FIRST     CLASS II
 HU1193
 HU1193.The horizontal coordinates were scaled from a topographic map and have
 HU1193.an estimated accuracy of +/- 6 seconds.
 HU1193
 HU1193.The orthometric height was determined by differential leveling
 HU1193.and adjusted by the National Geodetic Survey in June 1991..
 HU1193
 HU1193.The geoid height was determined by GEOID03.
 HU1193
 HU1193.The dynamic height is computed by dividing the NAVD 88
 HU1193.geopotential number by the normal gravity value computed on the
 HU1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1193.degrees latitude (g = 980.6199 gals.).
 HU1193
 HU1193.The modeled gravity was interpolated from observed gravity values.
 HU1193
 HU1193;                    North         East    Units  Estimated Accuracy
 HU1193;SPC NJ       -    15,300.      110,380.      MT  (+/- 180 meters Scaled)
 HU1193
 HU1193                          SUPERSEDED SURVEY CONTROL
 HU1193
 HU1193  NGVD 29 (01/10/92)    2.809  (m)            9.22   (f) ADJUSTED    1 2
 HU1193
 HU1193.Superseded values are not recommended for survey control.
 HU1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1193.See file dsdata.txt to determine how the superseded data were derived.
 HU1193
 HU1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ037134(NAD 83)
 HU1193_MARKER: DJ = TIDAL STATION DISK
 HU1193_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HU1193_SP_SET: HEAD WALL
 HU1193_STAMPING: NO 5 1965
 HU1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1193+STABILITY: SURFACE MOTION
 HU1193
 HU1193  HISTORY     - Date     Condition        Report By
 HU1193  HISTORY     - 1965     MONUMENTED       CGS
 HU1193  HISTORY     - 1979     GOOD             NGS
 HU1193  HISTORY     - 19991002 GOOD             USPSQD
 HU1193
 HU1193                          STATION DESCRIPTION
 HU1193
 HU1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HU1193'IN NORTH CAPE MAY.
 HU1193'ON THE SOUTHWEST SIDE OF THE ROAD LEADING TO THE CAPE MAY-LEWES FERRY
 HU1193'COMPANY, IN THE HEAD WALL OF A CULVERT, SOUTHEAST OF THE MAIN TICKET
 HU1193'BOOTH AND NORTHEAST OF THE OFFICE BUILDING, THE CULVERT SERVES AS A
 HU1193'DRAIN FOR A GRASS PLOT THAT IS SURROUNDED BY A ROADWAY LEADING TO THE
 HU1193'FERRY OFFICE PARKING LOT AND THE MAIN ROAD LEADING TO THE FERRY
 HU1193'LANDING.
 HU1193
 HU1193                          STATION RECOVERY (1999)
 HU1193
 HU1193'RECOVERY NOTE BY US POWER SQUADRON 1999
 HU1193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9714 ***********************************************************************
 AI9714  DESIGNATION -  853 6687 A TIDAL
 AI9714  PID         -  AI9714
 AI9714  STATE/COUNTY-  NJ/CAPE MAY
 AI9714  USGS QUAD   -  WOODBINE (1972)
 AI9714
 AI9714                         *CURRENT SURVEY CONTROL
 AI9714  ___________________________________________________________________
 AI9714* NAD 83(1986)-  39 09 42.     (N)    074 49 55.     (W)     SCALED    
 AI9714* NAVD 88     -         2.295  (meters)       7.53   (feet)  ADJUSTED  
 AI9714  ___________________________________________________________________
 AI9714  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 AI9714  DYNAMIC HT  -           2.294 (meters)       7.53  (feet)  COMP
 AI9714  MODELED GRAV-     980,079.5   (mgal)                       NAVD 88
 AI9714
 AI9714  VERT ORDER  -  FIRST     CLASS II
 AI9714
 AI9714.The horizontal coordinates were scaled from a topographic map and have
 AI9714.an estimated accuracy of +/- 6 seconds.
 AI9714
 AI9714.The orthometric height was determined by differential leveling
 AI9714.and adjusted by the National Geodetic Survey in March 2001..
 AI9714.No vertical observational check was made to the station.
 AI9714
 AI9714.The geoid height was determined by GEOID03.
 AI9714
 AI9714.The dynamic height is computed by dividing the NAVD 88
 AI9714.geopotential number by the normal gravity value computed on the
 AI9714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9714.degrees latitude (g = 980.6199 gals.).
 AI9714
 AI9714.The modeled gravity was interpolated from observed gravity values.
 AI9714
 AI9714;                    North         East    Units  Estimated Accuracy
 AI9714;SPC NJ       -    36,500.      121,310.      MT  (+/- 180 meters Scaled)
 AI9714
 AI9714                          SUPERSEDED SURVEY CONTROL
 AI9714
 AI9714.No superseded survey control is available for this station.
 AI9714
 AI9714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ145347(NAD 83)
 AI9714_MARKER: DJ = TIDAL STATION DISK
 AI9714_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI9714_SP_SET: BRIDGE ABUTMENT
 AI9714_STAMPING: 6687 A 1978
 AI9714_MARK LOGO: NOS   
 AI9714_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9714_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9714+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2002
 AI9714
 AI9714  HISTORY     - Date     Condition        Report By
 AI9714  HISTORY     - 1978     MONUMENTED       PORTER
 AI9714  HISTORY     - 19970604 GOOD             NJGS
 AI9714  HISTORY     - 20021107 GOOD             NJDEP
 AI9714
 AI9714                          STATION DESCRIPTION
 AI9714
 AI9714'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9714'THE STATION IS LOCATED IN DENNIS TOWNSHIP, ABOUT 1.1 MI (1.8 KM) SOUTH
 AI9714'FROM THE TOWN OF SOUTH DENNIS.  TO REACH THE STATION FROM THE
 AI9714'INTERSECTION OF STATE ROUTE 47 AND STATE ROUTE 83 IN SOUTH DENNIS, GO
 AI9714'SOUTH ON STATE ROUTE 47 FOR 1.6 MI (2.6 KM) TO THE STATION ON THE
 AI9714'LEFT, SET FLUSH IN A DRILL HOLE IN THE NORTHEAST ABUTMENT OF THE
 AI9714'BRIDGE CARRYING STATE ROUTE 47 OVER SLUICE CREEK, BRIDGE NUMBER
 AI9714'0507153.  THE STATION IS 23.7 FT (7.2 M) SOUTH FROM THE CENTERLINE OF
 AI9714'STATE ROUTE 47, 45.7 FT (13.9 M) EAST FROM A USGS TIDE TELEMETRY UNIT
 AI9714'ATTACHED TO THE SOUTHEAST WINGWALL OF THE BRIDGE AND 56.8 FT (17.3 M)
 AI9714'WEST FROM UTILITY POLE NUMBER BT 802 51 W 13187.
 AI9714
 AI9714                          STATION RECOVERY (2002)
 AI9714
 AI9714'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2002 (WM)
 AI9714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9715 ***********************************************************************
 AI9715  DESIGNATION -  853 6687 C TIDAL
 AI9715  PID         -  AI9715
 AI9715  STATE/COUNTY-  NJ/CAPE MAY
 AI9715  USGS QUAD   -  WOODBINE (1972)
 AI9715
 AI9715                         *CURRENT SURVEY CONTROL
 AI9715  ___________________________________________________________________
 AI9715* NAD 83(1986)-  39 09 40.     (N)    074 50 01.     (W)     SCALED    
 AI9715* NAVD 88     -         1.890  (meters)       6.20   (feet)  ADJUSTED  
 AI9715  ___________________________________________________________________
 AI9715  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 AI9715  DYNAMIC HT  -           1.889 (meters)       6.20  (feet)  COMP
 AI9715  MODELED GRAV-     980,079.4   (mgal)                       NAVD 88
 AI9715
 AI9715  VERT ORDER  -  FIRST     CLASS II
 AI9715
 AI9715.The horizontal coordinates were scaled from a topographic map and have
 AI9715.an estimated accuracy of +/- 6 seconds.
 AI9715
 AI9715.The orthometric height was determined by differential leveling
 AI9715.and adjusted by the National Geodetic Survey in March 2001..
 AI9715.No vertical observational check was made to the station.
 AI9715
 AI9715.The geoid height was determined by GEOID03.
 AI9715
 AI9715.The dynamic height is computed by dividing the NAVD 88
 AI9715.geopotential number by the normal gravity value computed on the
 AI9715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9715.degrees latitude (g = 980.6199 gals.).
 AI9715
 AI9715.The modeled gravity was interpolated from observed gravity values.
 AI9715
 AI9715;                    North         East    Units  Estimated Accuracy
 AI9715;SPC NJ       -    36,440.      121,170.      MT  (+/- 180 meters Scaled)
 AI9715
 AI9715                          SUPERSEDED SURVEY CONTROL
 AI9715
 AI9715.No superseded survey control is available for this station.
 AI9715
 AI9715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ143346(NAD 83)
 AI9715_MARKER: DJ = TIDAL STATION DISK
 AI9715_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AI9715_STAMPING: 6687 C 1978
 AI9715_MARK LOGO: NOS   
 AI9715_PROJECTION: FLUSH
 AI9715_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9715+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2002
 AI9715_ROD/PIPE-DEPTH: 15.2 meters
 AI9715
 AI9715  HISTORY     - Date     Condition        Report By
 AI9715  HISTORY     - 1978     MONUMENTED       PORTER
 AI9715  HISTORY     - 19970604 GOOD             NJGS
 AI9715  HISTORY     - 20021107 GOOD             NJDEP
 AI9715  HISTORY     - 20030911 GOOD             USGS
 AI9715
 AI9715                          STATION DESCRIPTION
 AI9715
 AI9715'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9715'THE STATION IS LOCATED IN MIDDLE TOWNSHIP, ABOUT 1.1 MI (1.8 KM) SOUTH
 AI9715'FROM THE TOWN OF SOUTH DENNIS.  TO REACH THE STATION FROM THE
 AI9715'INTERSECTION OF STATE ROUTE 47 AND STATE ROUTE 83 IN SOUTH DENNIS, GO
 AI9715'SOUTH ON STATE ROUTE 47 FOR 1.7 MI (2.7 KM) TO THE STATION ON THE
 AI9715'LEFT.  THE STATION IS 25.7 FT (7.8 M) SOUTHEAST FROM THE CENTERLINE OF
 AI9715'STATE ROUTE 47, 3.0 FT (0.9 M) SOUTHEAST FROM UTILITY POLE NUMBER BT
 AI9715'802 55MI, 9.1 FT (2.8 M) NORTHWEST FROM UTILITY POLE NUMBER BT 55 PB,
 AI9715'121.2 FT (36.9 M) WEST SOUTHWEST FROM UTILITY POLE NUMBER 54 AND 117.2
 AI9715'FT (35.7 M) EAST NORTHEAST FROM UTILITY POLE NUMBER 56 W13182. THE
 AI9715'STATION IS A STANDARD NOS TIDE STATION DISK SET ON TOP OF A FIVE
 AI9715'EIGHTHS INCH DIAMETER GALVANIZED STEEL ROD DRIVEN TO REFUSAL AT A
 AI9715'DEPTH OF 50 FT (15.2 M) AND IS SET FLUSH WITH THE GROUND.
 AI9715
 AI9715                          STATION RECOVERY (2002)
 AI9715
 AI9715'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2002 (WM)
 AI9715'RECOVERED IN GOOD CONDITION.
 AI9715
 AI9715                          STATION RECOVERY (2003)
 AI9715
 AI9715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9715'MARK IS NOW APPROX. 0.6 FEET BELOW GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9716 ***********************************************************************
 AI9716  DESIGNATION -  853 6687 D TIDAL
 AI9716  PID         -  AI9716
 AI9716  STATE/COUNTY-  NJ/CAPE MAY
 AI9716  USGS QUAD   -  WOODBINE (1972)
 AI9716
 AI9716                         *CURRENT SURVEY CONTROL
 AI9716  ___________________________________________________________________
 AI9716* NAD 83(1986)-  39 09 40.     (N)    074 50 05.     (W)     SCALED    
 AI9716* NAVD 88     -         2.564  (meters)       8.41   (feet)  ADJUSTED  
 AI9716  ___________________________________________________________________
 AI9716  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 AI9716  DYNAMIC HT  -           2.562 (meters)       8.41  (feet)  COMP
 AI9716  MODELED GRAV-     980,079.4   (mgal)                       NAVD 88
 AI9716
 AI9716  VERT ORDER  -  FIRST     CLASS II
 AI9716
 AI9716.The horizontal coordinates were scaled from a topographic map and have
 AI9716.an estimated accuracy of +/- 6 seconds.
 AI9716
 AI9716.The orthometric height was determined by differential leveling
 AI9716.and adjusted by the National Geodetic Survey in March 2001..
 AI9716.No vertical observational check was made to the station.
 AI9716
 AI9716.The geoid height was determined by GEOID03.
 AI9716
 AI9716.The dynamic height is computed by dividing the NAVD 88
 AI9716.geopotential number by the normal gravity value computed on the
 AI9716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9716.degrees latitude (g = 980.6199 gals.).
 AI9716
 AI9716.The modeled gravity was interpolated from observed gravity values.
 AI9716
 AI9716;                    North         East    Units  Estimated Accuracy
 AI9716;SPC NJ       -    36,440.      121,070.      MT  (+/- 180 meters Scaled)
 AI9716
 AI9716                          SUPERSEDED SURVEY CONTROL
 AI9716
 AI9716.No superseded survey control is available for this station.
 AI9716
 AI9716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ142346(NAD 83)
 AI9716_MARKER: DJ = TIDAL STATION DISK
 AI9716_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AI9716_STAMPING: 6687 D 1978
 AI9716_MARK LOGO: NOS   
 AI9716_PROJECTION: FLUSH
 AI9716_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9716_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9716+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1997
 AI9716_ROD/PIPE-DEPTH: 15.2 meters
 AI9716
 AI9716  HISTORY     - Date     Condition        Report By
 AI9716  HISTORY     - 1978     MONUMENTED       PORTER
 AI9716  HISTORY     - 19970604 GOOD             NJGS
 AI9716  HISTORY     - 20030911 GOOD             USGS
 AI9716
 AI9716                          STATION DESCRIPTION
 AI9716
 AI9716'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AI9716'THE STATION IS LOCATED IN MIDDLE TOWNSHIP, ABOUT 1.1 MI (1.8 KM) SOUTH
 AI9716'FROM THE TOWN OF SOUTH DENNIS.  TO REACH THE STATION FROM THE
 AI9716'INTERSECTION OF STATE ROUTE 47 AND STATE ROUTE 83 IN SOUTH DENNIS, GO
 AI9716'SOUTH ON STATE ROUTE 47 FOR 1.75 MI (2.82 KM) TO THE STATION ON THE
 AI9716'RIGHT.  THE STATION IS 26.3 FT (8.0 M) NORTH NORTHWEST FROM THE
 AI9716'CENTERLINE OF STATE ROUTE 47, 2.1 FT (0.6 M) NORTH NORTHWEST FROM
 AI9716'UTILITY POLE NUMBER 56 AND ONE HALF, 51.2 FT (15.6 M) NORTH NORTHWEST
 AI9716'FROM UTILITY POLE NUMBER W 13179 56 AND ONE HALF AND 148.4 FT (45.2 M)
 AI9716'NORTHEAST FROM UTILITY POLE NUMBER W 13178 57.  THE STATION IS A
 AI9716'STANDARD NOS TIDE STATION DISK SET ON TOP OF A FIVE EIGHTHS INCH
 AI9716'DIAMETER GALVANIZED STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 50 FT
 AI9716'(15.2 M) AND IS RECESSED ABOUT 0.04 M (0.13 FT) BELOW THE GROUND.
 AI9716
 AI9716                          STATION RECOVERY (2003)
 AI9716
 AI9716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI9716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2327 ***********************************************************************
 JU2327  DESIGNATION -  853 6736 A TIDAL
 JU2327  PID         -  JU2327
 JU2327  STATE/COUNTY-  NJ/CAPE MAY
 JU2327  USGS QUAD   -  WOODBINE (1972)
 JU2327
 JU2327                         *CURRENT SURVEY CONTROL
 JU2327  ___________________________________________________________________
 JU2327* NAD 83(1986)-  39 10 45.     (N)    074 51 02.     (W)     SCALED    
 JU2327* NAVD 88     -         0.831  (meters)       2.73   (feet)  ADJUSTED  
 JU2327  ___________________________________________________________________
 JU2327  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 JU2327  DYNAMIC HT  -           0.831 (meters)       2.73  (feet)  COMP
 JU2327  MODELED GRAV-     980,083.0   (mgal)                       NAVD 88
 JU2327
 JU2327  VERT ORDER  -  FIRST     CLASS II
 JU2327
 JU2327.The horizontal coordinates were scaled from a topographic map and have
 JU2327.an estimated accuracy of +/- 6 seconds.
 JU2327
 JU2327.The orthometric height was determined by differential leveling
 JU2327.and adjusted by the National Geodetic Survey in June 1991..
 JU2327
 JU2327.The geoid height was determined by GEOID03.
 JU2327
 JU2327.The dynamic height is computed by dividing the NAVD 88
 JU2327.geopotential number by the normal gravity value computed on the
 JU2327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2327.degrees latitude (g = 980.6199 gals.).
 JU2327
 JU2327.The modeled gravity was interpolated from observed gravity values.
 JU2327
 JU2327;                    North         East    Units  Estimated Accuracy
 JU2327;SPC NJ       -    38,450.      119,710.      MT  (+/- 180 meters Scaled)
 JU2327
 JU2327                          SUPERSEDED SURVEY CONTROL
 JU2327
 JU2327  NGVD 29 (01/10/92)    1.210  (m)            3.97   (f) ADJUSTED    1 2
 JU2327
 JU2327.Superseded values are not recommended for survey control.
 JU2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2327.See file dsdata.txt to determine how the superseded data were derived.
 JU2327
 JU2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ129366(NAD 83)
 JU2327_MARKER: DJ = TIDAL STATION DISK
 JU2327_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2327_SP_SET: GALVANIZED STEEL ROD
 JU2327_STAMPING: 6736 A 1977
 JU2327_PROJECTION: FLUSH
 JU2327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2327_ROD/PIPE-DEPTH: 15.2 meters
 JU2327
 JU2327  HISTORY     - Date     Condition        Report By
 JU2327  HISTORY     - 1977     MONUMENTED       NOS
 JU2327  HISTORY     - 1979     GOOD             NGS
 JU2327
 JU2327                          STATION DESCRIPTION
 JU2327
 JU2327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2327'3.75 MI SW FROM SOUTH DENNIS.
 JU2327'2.25 MILES NORTHWEST ALONG STATE ROUTE 47 FROM THE Y-JUNCTION OF STATE
 JU2327'ROUTE 83 AT SOUTH DENNIS, THENCE 1.5 MILES SOUTH ALONG JAKES LANDING
 JU2327'ROAD, 13.1 FEET WEST OF THE NORTHWEST CORNER OF A BOAT RAMP , 44.8
 JU2327'FEET SOUTHEAST OF THE EAST END OF A WOOD GUARD RAIL, AND 85.3 FEET
 JU2327'NORTH OF THE WOOD BULKHEAD AT THE WATER EDGE.
 JU2327'THE MARK IS 1 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2326 ***********************************************************************
 JU2326  DESIGNATION -  853 6736 B TIDAL
 JU2326  PID         -  JU2326
 JU2326  STATE/COUNTY-  NJ/CAPE MAY
 JU2326  USGS QUAD   -  WOODBINE (1972)
 JU2326
 JU2326                         *CURRENT SURVEY CONTROL
 JU2326  ___________________________________________________________________
 JU2326* NAD 83(1986)-  39 10 45.     (N)    074 51 04.     (W)     SCALED    
 JU2326* NAVD 88     -         0.778  (meters)       2.55   (feet)  ADJUSTED  
 JU2326  ___________________________________________________________________
 JU2326  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 JU2326  DYNAMIC HT  -           0.778 (meters)       2.55  (feet)  COMP
 JU2326  MODELED GRAV-     980,083.0   (mgal)                       NAVD 88
 JU2326
 JU2326  VERT ORDER  -  FIRST     CLASS II
 JU2326
 JU2326.The horizontal coordinates were scaled from a topographic map and have
 JU2326.an estimated accuracy of +/- 6 seconds.
 JU2326
 JU2326.The orthometric height was determined by differential leveling
 JU2326.and adjusted by the National Geodetic Survey in June 1991..
 JU2326
 JU2326.The geoid height was determined by GEOID03.
 JU2326
 JU2326.The dynamic height is computed by dividing the NAVD 88
 JU2326.geopotential number by the normal gravity value computed on the
 JU2326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2326.degrees latitude (g = 980.6199 gals.).
 JU2326
 JU2326.The modeled gravity was interpolated from observed gravity values.
 JU2326
 JU2326;                    North         East    Units  Estimated Accuracy
 JU2326;SPC NJ       -    38,450.      119,660.      MT  (+/- 180 meters Scaled)
 JU2326
 JU2326                          SUPERSEDED SURVEY CONTROL
 JU2326
 JU2326  NGVD 29 (01/10/92)    1.157  (m)            3.80   (f) ADJUSTED    1 2
 JU2326
 JU2326.Superseded values are not recommended for survey control.
 JU2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2326.See file dsdata.txt to determine how the superseded data were derived.
 JU2326
 JU2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ128366(NAD 83)
 JU2326_MARKER: DJ = TIDAL STATION DISK
 JU2326_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2326_SP_SET: GALVANIZED STEEL ROD
 JU2326_STAMPING: 6736 B 1977
 JU2326_PROJECTION: FLUSH
 JU2326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2326_ROD/PIPE-DEPTH: 15.2 meters
 JU2326
 JU2326  HISTORY     - Date     Condition        Report By
 JU2326  HISTORY     - 1977     MONUMENTED       NOS
 JU2326  HISTORY     - 1979     GOOD             NGS
 JU2326
 JU2326                          STATION DESCRIPTION
 JU2326
 JU2326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2326'3.75 MI SW FROM DENNISVILLE.
 JU2326'2.25 MILES NORTHWEST ALONG STATE ROUTE 47 FROM THE Y-JUNCTION OF STATE
 JU2326'ROUTE 83 AT SOUTH DENNIS THENCE 1.5 MILES SOUTH ALONG JAKES LANDING
 JU2326'ROAD FROM ITS INTERSECTION WITH STATE HIGHWAY 47 AT NORTH DENNIS TO
 JU2326'DENNIS CREEK, 147.2 FEET SOUTHWEST OF TIDAL MARK 6736 A , 154.5 FEET
 JU2326'SOUTHWEST OF THE EAST END OF A WOOD GUARD RAIL RUNNING PARALLEL WITH
 JU2326'THE CREEK, 74.9 FEET SOUTH OF THE GUARD RAIL, 176.7 FEET SOUTHEAST
 JU2326'OF THE NORTH END OF THE WOOD BULKHEAD RAIL RUNNING PARALLEL WITH
 JU2326'JAKES LANDING ROAD, 77.3 FEET EAST OF THE CENTER LINE OF JAKES
 JU2326'LANDING ROAD.
 JU2326'THE MARK IS 1 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2325 ***********************************************************************
 JU2325  DESIGNATION -  853 6736 C TIDAL
 JU2325  PID         -  JU2325
 JU2325  STATE/COUNTY-  NJ/CAPE MAY
 JU2325  USGS QUAD   -  WOODBINE (1972)
 JU2325
 JU2325                         *CURRENT SURVEY CONTROL
 JU2325  ___________________________________________________________________
 JU2325* NAD 83(1986)-  39 10 48.     (N)    074 51 05.     (W)     SCALED    
 JU2325* NAVD 88     -         0.715  (meters)       2.35   (feet)  ADJUSTED  
 JU2325  ___________________________________________________________________
 JU2325  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 JU2325  DYNAMIC HT  -           0.715 (meters)       2.35  (feet)  COMP
 JU2325  MODELED GRAV-     980,083.2   (mgal)                       NAVD 88
 JU2325
 JU2325  VERT ORDER  -  FIRST     CLASS II
 JU2325
 JU2325.The horizontal coordinates were scaled from a topographic map and have
 JU2325.an estimated accuracy of +/- 6 seconds.
 JU2325
 JU2325.The orthometric height was determined by differential leveling
 JU2325.and adjusted by the National Geodetic Survey in June 1991..
 JU2325
 JU2325.The geoid height was determined by GEOID03.
 JU2325
 JU2325.The dynamic height is computed by dividing the NAVD 88
 JU2325.geopotential number by the normal gravity value computed on the
 JU2325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2325.degrees latitude (g = 980.6199 gals.).
 JU2325
 JU2325.The modeled gravity was interpolated from observed gravity values.
 JU2325
 JU2325;                    North         East    Units  Estimated Accuracy
 JU2325;SPC NJ       -    38,540.      119,640.      MT  (+/- 180 meters Scaled)
 JU2325
 JU2325                          SUPERSEDED SURVEY CONTROL
 JU2325
 JU2325  NGVD 29 (01/10/92)    1.094  (m)            3.59   (f) ADJUSTED    1 2
 JU2325
 JU2325.Superseded values are not recommended for survey control.
 JU2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2325.See file dsdata.txt to determine how the superseded data were derived.
 JU2325
 JU2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ128367(NAD 83)
 JU2325_MARKER: DJ = TIDAL STATION DISK
 JU2325_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2325_SP_SET: GALVANIZED STEEL ROD
 JU2325_STAMPING: 6736 C 1977
 JU2325_PROJECTION: RECESSED 5 CENTIMETERS
 JU2325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2325_ROD/PIPE-DEPTH: 15.2 meters
 JU2325
 JU2325  HISTORY     - Date     Condition        Report By
 JU2325  HISTORY     - 1977     MONUMENTED       NOS
 JU2325  HISTORY     - 1979     GOOD             NGS
 JU2325
 JU2325                          STATION DESCRIPTION
 JU2325
 JU2325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2325'3.65 MI SW FROM DENNISVILLE.
 JU2325'2.25 MILES NORTHWEST ALONG STATE ROUTE 47 FROM THE Y-JUNCTION OF STATE
 JU2325'ROUTE 83 AT SOUTH DENNIS, THENCE 1.4 MILES SOUTH ALONG JAKES LANDING
 JU2325'ROAD FROM ITS INTERSECTION WITH STATE HIGHWAY 47 AT NORTH DENNIS TO
 JU2325'JUST NORTH OF DENNIS CREEK, 330.2 FEET NORTHWEST OF TIDAL MARK 6736 B,
 JU2325'153.5 FEET NORTHWEST OF THE NORTH END OF WOOD PILING PENPENDICULAR
 JU2325'TO DENNIS CREEK, 124.6 FEET NORTH OF THE INTERSECTION OF THE CENTER
 JU2325'LINES OF THE ENTRANCE TO A PARKING AREA, AND JAKES LANDING ROAD, AND
 JU2325'10 FEET EAST OF THE CENTER LINE OF JAKES LANDING ROAD.
 JU2325'THE MARK IS 2 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2324 ***********************************************************************
 JU2324  DESIGNATION -  853 6736 D TIDAL
 JU2324  PID         -  JU2324
 JU2324  STATE/COUNTY-  NJ/CAPE MAY
 JU2324  USGS QUAD   -  WOODBINE (1972)
 JU2324
 JU2324                         *CURRENT SURVEY CONTROL
 JU2324  ___________________________________________________________________
 JU2324* NAD 83(1986)-  39 10 50.     (N)    074 51 06.     (W)     SCALED    
 JU2324* NAVD 88     -         0.661  (meters)       2.17   (feet)  ADJUSTED  
 JU2324  ___________________________________________________________________
 JU2324  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 JU2324  DYNAMIC HT  -           0.660 (meters)       2.17  (feet)  COMP
 JU2324  MODELED GRAV-     980,083.3   (mgal)                       NAVD 88
 JU2324
 JU2324  VERT ORDER  -  FIRST     CLASS II
 JU2324
 JU2324.The horizontal coordinates were scaled from a topographic map and have
 JU2324.an estimated accuracy of +/- 6 seconds.
 JU2324
 JU2324.The orthometric height was determined by differential leveling
 JU2324.and adjusted by the National Geodetic Survey in June 1991..
 JU2324
 JU2324.The geoid height was determined by GEOID03.
 JU2324
 JU2324.The dynamic height is computed by dividing the NAVD 88
 JU2324.geopotential number by the normal gravity value computed on the
 JU2324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2324.degrees latitude (g = 980.6199 gals.).
 JU2324
 JU2324.The modeled gravity was interpolated from observed gravity values.
 JU2324
 JU2324;                    North         East    Units  Estimated Accuracy
 JU2324;SPC NJ       -    38,600.      119,620.      MT  (+/- 180 meters Scaled)
 JU2324
 JU2324                          SUPERSEDED SURVEY CONTROL
 JU2324
 JU2324  NGVD 29 (01/10/92)    1.039  (m)            3.41   (f) ADJUSTED    1 2
 JU2324
 JU2324.Superseded values are not recommended for survey control.
 JU2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2324.See file dsdata.txt to determine how the superseded data were derived.
 JU2324
 JU2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ128368(NAD 83)
 JU2324_MARKER: DJ = TIDAL STATION DISK
 JU2324_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2324_SP_SET: GALVANIZED STEEL ROD
 JU2324_STAMPING: 6736 D 1977
 JU2324_PROJECTION: FLUSH
 JU2324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2324_ROD/PIPE-DEPTH: 15.2 meters
 JU2324
 JU2324  HISTORY     - Date     Condition        Report By
 JU2324  HISTORY     - 1977     MONUMENTED       NOS
 JU2324  HISTORY     - 1979     GOOD             NGS
 JU2324
 JU2324                          STATION DESCRIPTION
 JU2324
 JU2324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2324'3.55 MI SW FROM DENNISVILLE.
 JU2324'2.25 MILES NORTHWEST ALONG STATE ROUTE 47 FROM THE Y-JUNCTION OF STATE
 JU2324'ROUTE 83 AT SOUTH DENNIS, THENCE 1.35 MILES SOUTH ALONG JAKES LANDING
 JU2324'ROAD, ABOUT 0.1 MILE NORTH OF THE NORTH BANK OF DENNIS CREEK, 226.7
 JU2324'FEET NORTH OF TIDAL MARK 6736 C, 187.8 FEET SOUTH OF TIDAL MARK 6736 E
 JU2324'AND 10 FEET EAST OF THE CENTER LINE OF THE ROAD.
 JU2324'THE MARK IS 1 FT  W FROM A WITNESS POST.
 JU2324'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2323 ***********************************************************************
 JU2323  DESIGNATION -  853 6736 E TIDAL
 JU2323  PID         -  JU2323
 JU2323  STATE/COUNTY-  NJ/CAPE MAY
 JU2323  USGS QUAD   -  WOODBINE (1972)
 JU2323
 JU2323                         *CURRENT SURVEY CONTROL
 JU2323  ___________________________________________________________________
 JU2323* NAD 83(1986)-  39 10 52.     (N)    074 51 06.     (W)     SCALED    
 JU2323* NAVD 88     -         0.740  (meters)       2.43   (feet)  ADJUSTED  
 JU2323  ___________________________________________________________________
 JU2323  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 JU2323  DYNAMIC HT  -           0.739 (meters)       2.42  (feet)  COMP
 JU2323  MODELED GRAV-     980,083.4   (mgal)                       NAVD 88
 JU2323
 JU2323  VERT ORDER  -  FIRST     CLASS II
 JU2323
 JU2323.The horizontal coordinates were scaled from a topographic map and have
 JU2323.an estimated accuracy of +/- 6 seconds.
 JU2323
 JU2323.The orthometric height was determined by differential leveling
 JU2323.and adjusted by the National Geodetic Survey in June 1991..
 JU2323
 JU2323.The geoid height was determined by GEOID03.
 JU2323
 JU2323.The dynamic height is computed by dividing the NAVD 88
 JU2323.geopotential number by the normal gravity value computed on the
 JU2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2323.degrees latitude (g = 980.6199 gals.).
 JU2323
 JU2323.The modeled gravity was interpolated from observed gravity values.
 JU2323
 JU2323;                    North         East    Units  Estimated Accuracy
 JU2323;SPC NJ       -    38,660.      119,620.      MT  (+/- 180 meters Scaled)
 JU2323
 JU2323                          SUPERSEDED SURVEY CONTROL
 JU2323
 JU2323  NGVD 29 (01/10/92)    1.118  (m)            3.67   (f) ADJUSTED    1 2
 JU2323
 JU2323.Superseded values are not recommended for survey control.
 JU2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2323.See file dsdata.txt to determine how the superseded data were derived.
 JU2323
 JU2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ128368(NAD 83)
 JU2323_MARKER: DJ = TIDAL STATION DISK
 JU2323_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2323_SP_SET: GALVANIZED STEEL ROD
 JU2323_STAMPING: 6736 E 1977
 JU2323_PROJECTION: FLUSH
 JU2323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2323_ROD/PIPE-DEPTH: 15.2 meters
 JU2323
 JU2323  HISTORY     - Date     Condition        Report By
 JU2323  HISTORY     - 1977     MONUMENTED       NOS
 JU2323  HISTORY     - 1979     GOOD             NGS
 JU2323
 JU2323                          STATION DESCRIPTION
 JU2323
 JU2323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2323'3.55 MI SW FROM DENNISVILLE.
 JU2323'2.25 MILES NORTHWEST ALONG STATE ROUTE 47 FROM THE Y-JUNCTION OF
 JU2323'STATE ROUTE 83 AT SOUTH DENNIS, THENCE 1.3 MILES SOUTH ALONG JAKES
 JU2323'LANDING ROAD FROM ITS INTERSECTION WITH STATE HIGHWAY 47 AT NORTH
 JU2323'DENNIS TO A POINT 0.15 MILE NORTH OF DENNIS CREEK, 187.8 FEET NORTH-
 JU2323'NORTHWEST OF TIDAL MARK 6736 D, 7 FEET EAST OF THE CENTER LINE OF
 JU2323'JAKES LANDING ROAD, ABOUT 600 FEET SOUTHEAST OF A METAL SIGN WHICH
 JU2323'READS, PUBLIC HUNTING AND FISHING GROUNDS, AND 9.8 FEET SOUTHWEST
 JU2323'OF A WILDLIFE MANAGEMENT SIGN.
 JU2323'THE MARK IS 2 FT  W FROM A WITNESS POST.
 JU2323'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2322 ***********************************************************************
 JU2322  DESIGNATION -  853 6736 F TIDAL
 JU2322  PID         -  JU2322
 JU2322  STATE/COUNTY-  NJ/CAPE MAY
 JU2322  USGS QUAD   -  WOODBINE (1972)
 JU2322
 JU2322                         *CURRENT SURVEY CONTROL
 JU2322  ___________________________________________________________________
 JU2322* NAD 83(1986)-  39 10 58.     (N)    074 51 10.     (W)     SCALED    
 JU2322* NAVD 88     -         0.985  (meters)       3.23   (feet)  ADJUSTED  
 JU2322  ___________________________________________________________________
 JU2322  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 JU2322  DYNAMIC HT  -           0.984 (meters)       3.23  (feet)  COMP
 JU2322  MODELED GRAV-     980,083.7   (mgal)                       NAVD 88
 JU2322
 JU2322  VERT ORDER  -  FIRST     CLASS II
 JU2322
 JU2322.The horizontal coordinates were scaled from a topographic map and have
 JU2322.an estimated accuracy of +/- 6 seconds.
 JU2322
 JU2322.The orthometric height was determined by differential leveling
 JU2322.and adjusted by the National Geodetic Survey in June 1991..
 JU2322
 JU2322.The geoid height was determined by GEOID03.
 JU2322
 JU2322.The dynamic height is computed by dividing the NAVD 88
 JU2322.geopotential number by the normal gravity value computed on the
 JU2322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2322.degrees latitude (g = 980.6199 gals.).
 JU2322
 JU2322.The modeled gravity was interpolated from observed gravity values.
 JU2322
 JU2322;                    North         East    Units  Estimated Accuracy
 JU2322;SPC NJ       -    38,850.      119,520.      MT  (+/- 180 meters Scaled)
 JU2322
 JU2322                          SUPERSEDED SURVEY CONTROL
 JU2322
 JU2322  NGVD 29 (01/10/92)    1.364  (m)            4.48   (f) ADJUSTED    1 2
 JU2322
 JU2322.Superseded values are not recommended for survey control.
 JU2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2322.See file dsdata.txt to determine how the superseded data were derived.
 JU2322
 JU2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ127370(NAD 83)
 JU2322_MARKER: DJ = TIDAL STATION DISK
 JU2322_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2322_SP_SET: STAINLESS STEEL ROD
 JU2322_STAMPING: 6736 F 1977
 JU2322_PROJECTION: RECESSED 5 CENTIMETERS
 JU2322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2322_ROD/PIPE-DEPTH: 15.2 meters
 JU2322
 JU2322  HISTORY     - Date     Condition        Report By
 JU2322  HISTORY     - 1977     MONUMENTED       NOS
 JU2322  HISTORY     - 1979     GOOD             NGS
 JU2322
 JU2322                          STATION DESCRIPTION
 JU2322
 JU2322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2322'2.25 MI SW FROM DENNISVILLE.
 JU2322'2.25 MILES NORTHWEST ALONG STATE ROUTE 47 FROM THE Y-JUNCTION OF STATE
 JU2322'ROUTE 83 AT SOUTH DENNIS, THENCE 1.15 MILES SOUTH ALONG JAKES LANDING
 JU2322'ROAD FROM ITS INTERSECTION WITH STATE HIGHWAY 47, AT NORTH DENNIS,
 JU2322'TO THE SOUTH EDGE OF A WOODED AREA WHERE IT MEETS THE OPEN MARSH
 JU2322'AREA, SET 657 FEET NORTHWEST OF TIDAL MARK 6736 E, 12.5 FEET SOUTHWEST
 JU2322'OF THE CENTER LINE OF JAKES LANDING ROAD, 3.2 FEET EAST OF A 3-INCH BY
 JU2322'3-INCH WOOD POST, 4.6 FEET NORTH OF AN 8-INCH MAPLE TREE, 64.2 FEET
 JU2322'NORTH-NORTHWEST OF A STEEL PUBLIC HUNTING AND FISHING GROUNDS SIGN.
 JU2322'THE MARK IS 1 FT  N FROM A WITNESS POST.
 JU2322'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2329 ***********************************************************************
 JU2329  DESIGNATION -  853 6752 A TIDAL
 JU2329  PID         -  JU2329
 JU2329  STATE/COUNTY-  NJ/CAPE MAY
 JU2329  USGS QUAD   -  WOODBINE (1972)
 JU2329
 JU2329                         *CURRENT SURVEY CONTROL
 JU2329  ___________________________________________________________________
 JU2329* NAD 83(1986)-  39 10 59.     (N)    074 49 12.     (W)     SCALED    
 JU2329* NAVD 88     -         2.359  (meters)       7.74   (feet)  ADJUSTED  
 JU2329  ___________________________________________________________________
 JU2329  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 JU2329  DYNAMIC HT  -           2.357 (meters)       7.73  (feet)  COMP
 JU2329  MODELED GRAV-     980,083.1   (mgal)                       NAVD 88
 JU2329
 JU2329  VERT ORDER  -  FIRST     CLASS II
 JU2329
 JU2329.The horizontal coordinates were scaled from a topographic map and have
 JU2329.an estimated accuracy of +/- 6 seconds.
 JU2329
 JU2329.The orthometric height was determined by differential leveling
 JU2329.and adjusted by the National Geodetic Survey in March 2001..
 JU2329
 JU2329.The geoid height was determined by GEOID03.
 JU2329
 JU2329.The dynamic height is computed by dividing the NAVD 88
 JU2329.geopotential number by the normal gravity value computed on the
 JU2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2329.degrees latitude (g = 980.6199 gals.).
 JU2329
 JU2329.The modeled gravity was interpolated from observed gravity values.
 JU2329
 JU2329;                    North         East    Units  Estimated Accuracy
 JU2329;SPC NJ       -    38,870.      122,350.      MT  (+/- 180 meters Scaled)
 JU2329
 JU2329                          SUPERSEDED SURVEY CONTROL
 JU2329
 JU2329  NAVD 88 (06/15/91)    2.346  (m)            7.70   (f) UNKNOWN     1 2
 JU2329  NGVD 29 (01/10/92)    2.729  (m)            8.95   (f) ADJUSTED    1 2
 JU2329
 JU2329.Superseded values are not recommended for survey control.
 JU2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2329.See file dsdata.txt to determine how the superseded data were derived.
 JU2329
 JU2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ155371(NAD 83)
 JU2329_MARKER: DJ = TIDAL STATION DISK
 JU2329_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU2329_SP_SET: BRIDGE ABUTMENT
 JU2329_STAMPING: 6752 A 1978
 JU2329_MARK LOGO: NOS   
 JU2329_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2329+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2002
 JU2329
 JU2329  HISTORY     - Date     Condition        Report By
 JU2329  HISTORY     - 1978     MONUMENTED       NOS
 JU2329  HISTORY     - 1979     GOOD             NGS
 JU2329  HISTORY     - 19980310 GOOD             NJGS
 JU2329  HISTORY     - 20021107 GOOD             NJDEP
 JU2329
 JU2329                          STATION DESCRIPTION
 JU2329
 JU2329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2329'0.2 MI NORTH FROM SOUTH DENNIS.
 JU2329'0.2 MILE NORTH ALONG N.J. ROUTE 47 AT SOUTH DENNIS TO ITS JUNCTION
 JU2329'WITH ROUTE 83, ON THE NORTHWEST CONCRETE ABUTMENT OF ROUTE 47 BRIDGE
 JU2329'OVER DENNIS CREEK, 0.9 FEET SOUTH OF THE NEAR NORTH FACE OF THE
 JU2329'ABUTMENT, 3.0 FEET WEST OF THE WEST STEEL CURB OF BRIDGE, 59.1 FEET
 JU2329'NORTHWEST OF TIDAL MARK 6752 B, 412.5 FEET NORTH OF USCGS BENCH MARK
 JU2329'2769, AND 12.6 FEET SOUTHEAST OF THE MOST NORTHWESTERLY FACE OF THE
 JU2329'CONCRETE ABUTMENT.
 JU2329
 JU2329                          STATION RECOVERY (1998)
 JU2329
 JU2329'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU2329'RECOVERED AS DESCRIBED.
 JU2329
 JU2329                          STATION RECOVERY (2002)
 JU2329
 JU2329'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2002 (WM)
 JU2329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2330 ***********************************************************************
 JU2330  DESIGNATION -  853 6752 B TIDAL
 JU2330  PID         -  JU2330
 JU2330  STATE/COUNTY-  NJ/CAPE MAY
 JU2330  USGS QUAD   -  WOODBINE (1972)
 JU2330
 JU2330                         *CURRENT SURVEY CONTROL
 JU2330  ___________________________________________________________________
 JU2330* NAD 83(1986)-  39 10 59.     (N)    074 49 12.     (W)     SCALED    
 JU2330* NAVD 88     -         2.369  (meters)       7.77   (feet)  ADJUSTED  
 JU2330  ___________________________________________________________________
 JU2330  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 JU2330  DYNAMIC HT  -           2.367 (meters)       7.77  (feet)  COMP
 JU2330  MODELED GRAV-     980,083.1   (mgal)                       NAVD 88
 JU2330
 JU2330  VERT ORDER  -  FIRST     CLASS II
 JU2330
 JU2330.The horizontal coordinates were scaled from a topographic map and have
 JU2330.an estimated accuracy of +/- 6 seconds.
 JU2330
 JU2330.The orthometric height was determined by differential leveling
 JU2330.and adjusted by the National Geodetic Survey in March 2001..
 JU2330.No vertical observational check was made to the station.
 JU2330
 JU2330.The geoid height was determined by GEOID03.
 JU2330
 JU2330.The dynamic height is computed by dividing the NAVD 88
 JU2330.geopotential number by the normal gravity value computed on the
 JU2330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2330.degrees latitude (g = 980.6199 gals.).
 JU2330
 JU2330.The modeled gravity was interpolated from observed gravity values.
 JU2330
 JU2330;                    North         East    Units  Estimated Accuracy
 JU2330;SPC NJ       -    38,870.      122,350.      MT  (+/- 180 meters Scaled)
 JU2330
 JU2330                          SUPERSEDED SURVEY CONTROL
 JU2330
 JU2330  NAVD 88 (06/15/91)    2.361  (m)            7.75   (f) UNKNOWN     1 2
 JU2330  NGVD 29 (01/10/92)    2.744  (m)            9.00   (f) ADJUSTED    1 2
 JU2330
 JU2330.Superseded values are not recommended for survey control.
 JU2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2330.See file dsdata.txt to determine how the superseded data were derived.
 JU2330
 JU2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ155371(NAD 83)
 JU2330_MARKER: DJ = TIDAL STATION DISK
 JU2330_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU2330_SP_SET: BRIDGE ABUTMENT
 JU2330_STAMPING: 6752 B 1978
 JU2330_MARK LOGO: NOS   
 JU2330_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2330+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2002
 JU2330
 JU2330  HISTORY     - Date     Condition        Report By
 JU2330  HISTORY     - 1978     MONUMENTED       NOS
 JU2330  HISTORY     - 1979     GOOD             NGS
 JU2330  HISTORY     - 19980310 GOOD             NJGS
 JU2330  HISTORY     - 20021107 GOOD             NJDEP
 JU2330
 JU2330                          STATION DESCRIPTION
 JU2330
 JU2330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2330'0.2 MI NORTH FROM SOUTH DENNIS.
 JU2330'0.2 MILE NORTH ALONG ROUTE 47 AT SOUTH DENNIS TO ITS JUNCTION WITH
 JU2330'ROUTE 83, SET ON THE SOUTHEAST CONCRETE ABUTMENT OF THE ROUTE 47
 JU2330'BRIDGE OVER DENNIS CREEK, 12.5 FT. NORTHWEST OF THE MOST SOUTHEASTERLY
 JU2330'FACE OF THE CONCRETE ABUTMENT, 0.9 FEET NORTH OF THE NEAR SOUTH
 JU2330'FACE OF THE ABUTMENT, 8.3 FEET EAST OF THE EAST STEEL CURB OF ROUTE
 JU2330'47 BRIDGE, 1.0 FEET EAST OF THE WEST FACE OF THE ABUTMENT AND 0.7 FEET
 JU2330'SOUTH OF THE NORTH FACE OF THE ABUTMENT.
 JU2330
 JU2330                          STATION RECOVERY (1998)
 JU2330
 JU2330'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU2330'RECOVERED AS DESCRIBED.
 JU2330
 JU2330                          STATION RECOVERY (2002)
 JU2330
 JU2330'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2002 (WM)
 JU2330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7212 ***********************************************************************
 AA7212  DESIGNATION -  853 6764 C TIDAL
 AA7212  PID         -  AA7212
 AA7212  STATE/COUNTY-  NJ/CUMBERLAND
 AA7212  USGS QUAD   -  HEISLERVILLE (1977)
 AA7212
 AA7212                         *CURRENT SURVEY CONTROL
 AA7212  ___________________________________________________________________
 AA7212* NAD 83(1996)-  39 11 18.49140(N)    074 54 41.55950(W)     ADJUSTED  
 AA7212* NAVD 88     -         1.1    (meters)       4.     (feet)  GPS OBS   
 AA7212  ___________________________________________________________________
 AA7212  X           -   1,288,562.233 (meters)                     COMP
 AA7212  Y           -  -4,779,452.585 (meters)                     COMP
 AA7212  Z           -   4,008,534.635 (meters)                     COMP
 AA7212  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AA7212  ELLIP HEIGHT-         -33.62  (meters)          (10/23/02) GPS OBS
 AA7212  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 AA7212
 AA7212  HORZ ORDER  -  FIRST
 AA7212  ELLP ORDER  -  FOURTH    CLASS I
 AA7212
 AA7212.The horizontal coordinates were established by GPS observations
 AA7212.and adjusted by the National Geodetic Survey in May 1999..
 AA7212
 AA7212.The orthometric height was determined by GPS observations and a
 AA7212.high-resolution geoid model.
 AA7212
 AA7212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7212
 AA7212.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7212
 AA7212.The ellipsoidal height was determined by GPS observations
 AA7212.and is referenced to NAD 83.
 AA7212
 AA7212.The geoid height was determined by GEOID03.
 AA7212
 AA7212;                    North         East     Units Scale Factor Converg.
 AA7212;SPC NJ       -    39,502.461   114,447.662   MT  0.99991556   -0 15 36.2
 AA7212;SPC NJ       -   129,600.99    375,483.70   sFT  0.99991556   -0 15 36.2
 AA7212;UTM  18      - 4,337,695.348   507,639.173   MT  0.99960072   +0 03 21.2
 AA7212
 AA7212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7212!SPC NJ       -   1.00000527  x   0.99991556  =   0.99992083
 AA7212!UTM  18      -   1.00000527  x   0.99960072  =   0.99960599
 AA7212
 AA7212                          SUPERSEDED SURVEY CONTROL
 AA7212
 AA7212  ELLIP H (05/14/99)  -33.64   (m)                       GP(       ) 4 1
 AA7212  NAD 83(1992)-  39 11 18.49109(N)    074 54 41.55901(W) AD(       ) 1
 AA7212  ELLIP H (08/04/95)  -33.74   (m)                       GP(       ) 3 1
 AA7212
 AA7212.Superseded values are not recommended for survey control.
 AA7212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7212.See file dsdata.txt to determine how the superseded data were derived.
 AA7212
 AA7212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0763937695(NAD 83)
 AA7212_MARKER: DJ = TIDAL STATION DISK
 AA7212_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AA7212_STAMPING: 6764 C 1977
 AA7212_MARK LOGO: NOS   
 AA7212_PROJECTION: RECESSED 10 CENTIMETERS
 AA7212_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7212+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1994
 AA7212_ROD/PIPE-DEPTH: 16.5 meters
 AA7212
 AA7212  HISTORY     - Date     Condition        Report By
 AA7212  HISTORY     - 1977     MONUMENTED       PORTER
 AA7212  HISTORY     - 19940810 GOOD             NJGS
 AA7212
 AA7212                          STATION DESCRIPTION
 AA7212
 AA7212'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA7212'THE STATION IS LOCATED IN DENNIS TOWNSHIP ON THE SOUTHEAST SIDE OF
 AA7212'STIPSON ISLAND ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF
 AA7212'STATE ROUTE 47 AND STIPSON ISLAND ROAD, GO SOUTH ON STIPSON ISLAND
 AA7212'ROAD FOR 1.95 MI (3.14 KM) TO THE STATION ON THE LEFT.  THE STATION IS
 AA7212'ABOUT 12.3 FT (3.7 M) SOUTHEAST FROM THE CENTERLINE OF STIPSON ISLAND
 AA7212'ROAD.  THE STATION IS A STANDARD DISK, STAMPED 6764 C 1977, SET ON TOP
 AA7212'OF A FIVE EIGHTHS INCH DIAMETER GALVANIZED STEEL ROD, DRIVEN TO A
 AA7212'DEPTH OF 16.5 M (54.1 FT) AND SET ABOUT 10 CM BELOW THE GROUND IN A
 AA7212'ROUND PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2317 ***********************************************************************
 JU2317  DESIGNATION -  853 6823 A TIDAL
 JU2317  PID         -  JU2317
 JU2317  STATE/COUNTY-  NJ/CAPE MAY
 JU2317  USGS QUAD   -  HEISLERVILLE (1977)
 JU2317
 JU2317                         *CURRENT SURVEY CONTROL
 JU2317  ___________________________________________________________________
 JU2317* NAD 83(1986)-  39 12 28.     (N)    074 54 07.     (W)     SCALED    
 JU2317* NAVD 88     -         1.960  (meters)       6.43   (feet)  ADJUSTED  
 JU2317  ___________________________________________________________________
 JU2317  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 JU2317  DYNAMIC HT  -           1.958 (meters)       6.42  (feet)  COMP
 JU2317  MODELED GRAV-     980,088.8   (mgal)                       NAVD 88
 JU2317
 JU2317  VERT ORDER  -  FIRST     CLASS II
 JU2317
 JU2317.The horizontal coordinates were scaled from a topographic map and have
 JU2317.an estimated accuracy of +/- 6 seconds.
 JU2317
 JU2317.The orthometric height was determined by differential leveling
 JU2317.and adjusted by the National Geodetic Survey in June 1991..
 JU2317
 JU2317.The geoid height was determined by GEOID03.
 JU2317
 JU2317.The dynamic height is computed by dividing the NAVD 88
 JU2317.geopotential number by the normal gravity value computed on the
 JU2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2317.degrees latitude (g = 980.6199 gals.).
 JU2317
 JU2317.The modeled gravity was interpolated from observed gravity values.
 JU2317
 JU2317;                    North         East    Units  Estimated Accuracy
 JU2317;SPC NJ       -    41,640.      115,290.      MT  (+/- 180 meters Scaled)
 JU2317
 JU2317                          SUPERSEDED SURVEY CONTROL
 JU2317
 JU2317  NGVD 29 (01/10/92)    2.332  (m)            7.65   (f) ADJUSTED    1 2
 JU2317
 JU2317.Superseded values are not recommended for survey control.
 JU2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2317.See file dsdata.txt to determine how the superseded data were derived.
 JU2317
 JU2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ084398(NAD 83)
 JU2317_MARKER: DJ = TIDAL STATION DISK
 JU2317_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU2317_SP_SET: ABUTMENT
 JU2317_STAMPING: 6823 A 1978
 JU2317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2317+STABILITY: SURFACE MOTION
 JU2317
 JU2317  HISTORY     - Date     Condition        Report By
 JU2317  HISTORY     - 1978     MONUMENTED       NOS
 JU2317  HISTORY     - 1979     GOOD             NGS
 JU2317  HISTORY     - 19991002 MARK NOT FOUND   USPSQD
 JU2317
 JU2317                          STATION DESCRIPTION
 JU2317
 JU2317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2317'0.45 MI SE FROM ELDORA.
 JU2317'0.45 MILE SOUTHEAST ALONG STATE ROUTE 47 FROM THE SOUTHEAST ONE OF
 JU2317'TWO Y-JUNCTIONS OF COUNTY ROAD 550 SPUR AT ELDORA, IN THE SOUTHWEST
 JU2317'END OF THE NORTHWEST ABUTMENT OF A BRIDGE OVER EAST CREEK.
 JU2317'THE MARK IS ABOVE LEVEL WITH BRIDGE.
 JU2317
 JU2317                          STATION RECOVERY (1999)
 JU2317
 JU2317'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU2317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2318 ***********************************************************************
 JU2318  DESIGNATION -  853 6823 B TIDAL
 JU2318  PID         -  JU2318
 JU2318  STATE/COUNTY-  NJ/CAPE MAY
 JU2318  USGS QUAD   -  HEISLERVILLE (1977)
 JU2318
 JU2318                         *CURRENT SURVEY CONTROL
 JU2318  ___________________________________________________________________
 JU2318* NAD 83(1986)-  39 12 28.     (N)    074 54 05.     (W)     SCALED    
 JU2318* NAVD 88     -         1.949  (meters)       6.39   (feet)  ADJUSTED  
 JU2318  ___________________________________________________________________
 JU2318  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 JU2318  DYNAMIC HT  -           1.948 (meters)       6.39  (feet)  COMP
 JU2318  MODELED GRAV-     980,088.8   (mgal)                       NAVD 88
 JU2318
 JU2318  VERT ORDER  -  FIRST     CLASS II
 JU2318
 JU2318.The horizontal coordinates were scaled from a topographic map and have
 JU2318.an estimated accuracy of +/- 6 seconds.
 JU2318
 JU2318.The orthometric height was determined by differential leveling
 JU2318.and adjusted by the National Geodetic Survey in June 1991..
 JU2318
 JU2318.The geoid height was determined by GEOID03.
 JU2318
 JU2318.The dynamic height is computed by dividing the NAVD 88
 JU2318.geopotential number by the normal gravity value computed on the
 JU2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2318.degrees latitude (g = 980.6199 gals.).
 JU2318
 JU2318.The modeled gravity was interpolated from observed gravity values.
 JU2318
 JU2318;                    North         East    Units  Estimated Accuracy
 JU2318;SPC NJ       -    41,640.      115,330.      MT  (+/- 180 meters Scaled)
 JU2318
 JU2318                          SUPERSEDED SURVEY CONTROL
 JU2318
 JU2318  NGVD 29 (01/10/92)    2.322  (m)            7.62   (f) ADJUSTED    1 2
 JU2318
 JU2318.Superseded values are not recommended for survey control.
 JU2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2318.See file dsdata.txt to determine how the superseded data were derived.
 JU2318
 JU2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ085398(NAD 83)
 JU2318_MARKER: DJ = TIDAL STATION DISK
 JU2318_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU2318_SP_SET: ABUTMENT
 JU2318_STAMPING: 6823 B 1978
 JU2318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2318+STABILITY: SURFACE MOTION
 JU2318
 JU2318  HISTORY     - Date     Condition        Report By
 JU2318  HISTORY     - 1978     MONUMENTED       NOS
 JU2318  HISTORY     - 1979     GOOD             NGS
 JU2318  HISTORY     - 19991002 MARK NOT FOUND   USPSQD
 JU2318
 JU2318                          STATION DESCRIPTION
 JU2318
 JU2318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2318'0.45 MI SE FROM ELDORA.
 JU2318'0.45 MILE SOUTHEAST ALONG STATE ROUTE 47 FROM THE SOUTHEAST ONE OF
 JU2318'TWO Y-JUNCTION OF COUNTY ROAD 550 SPUR AT ELDORA, IN THE NORTHEAST END
 JU2318'OF THE SOUTHEAST ABUTMENT OF A BRIDGE OVER EAST CREEK, AND 17.4 FEET
 JU2318'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 JU2318'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2318
 JU2318                          STATION RECOVERY (1999)
 JU2318
 JU2318'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU2318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2316 ***********************************************************************
 JU2316  DESIGNATION -  853 6823 C TIDAL
 JU2316  PID         -  JU2316
 JU2316  STATE/COUNTY-  NJ/CAPE MAY
 JU2316  USGS QUAD   -  HEISLERVILLE (1977)
 JU2316
 JU2316                         *CURRENT SURVEY CONTROL
 JU2316  ___________________________________________________________________
 JU2316* NAD 83(1986)-  39 12 30.     (N)    074 54 08.     (W)     SCALED    
 JU2316* NAVD 88     -         1.274  (meters)       4.18   (feet)  ADJUSTED  
 JU2316  ___________________________________________________________________
 JU2316  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 JU2316  DYNAMIC HT  -           1.274 (meters)       4.18  (feet)  COMP
 JU2316  MODELED GRAV-     980,088.9   (mgal)                       NAVD 88
 JU2316
 JU2316  VERT ORDER  -  FIRST     CLASS II
 JU2316
 JU2316.The horizontal coordinates were scaled from a topographic map and have
 JU2316.an estimated accuracy of +/- 6 seconds.
 JU2316
 JU2316.The orthometric height was determined by differential leveling
 JU2316.and adjusted by the National Geodetic Survey in June 1991..
 JU2316
 JU2316.The geoid height was determined by GEOID03.
 JU2316
 JU2316.The dynamic height is computed by dividing the NAVD 88
 JU2316.geopotential number by the normal gravity value computed on the
 JU2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2316.degrees latitude (g = 980.6199 gals.).
 JU2316
 JU2316.The modeled gravity was interpolated from observed gravity values.
 JU2316
 JU2316;                    North         East    Units  Estimated Accuracy
 JU2316;SPC NJ       -    41,700.      115,260.      MT  (+/- 180 meters Scaled)
 JU2316
 JU2316                          SUPERSEDED SURVEY CONTROL
 JU2316
 JU2316  NGVD 29 (01/10/92)    1.647  (m)            5.40   (f) ADJUSTED    1 2
 JU2316
 JU2316.Superseded values are not recommended for survey control.
 JU2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2316.See file dsdata.txt to determine how the superseded data were derived.
 JU2316
 JU2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ084399(NAD 83)
 JU2316_MARKER: DJ = TIDAL STATION DISK
 JU2316_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2316_SP_SET: GALVANIZED STEEL ROD
 JU2316_STAMPING: 6823 C 1978
 JU2316_PROJECTION: RECESSED 5 CENTIMETERS
 JU2316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2316_ROD/PIPE-DEPTH: 15.2 meters
 JU2316
 JU2316  HISTORY     - Date     Condition        Report By
 JU2316  HISTORY     - 1978     MONUMENTED       NOS
 JU2316  HISTORY     - 1979     GOOD             NGS
 JU2316  HISTORY     - 19991002 MARK NOT FOUND   USPSQD
 JU2316
 JU2316                          STATION DESCRIPTION
 JU2316
 JU2316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2316'0.4 MI SE FROM ELDORA.
 JU2316'0.4 MILE SOUTHEAST ALONG STATE ROUTE 47 FROM THE SOUTHEAST ONE OF
 JU2316'TWO Y-JUNCTIONS OF COUNTY ROAD 550 SPUR AT ELDORA, ON THE SOUTH SIDE
 JU2316'OF ROUTE 47, 22.8 FEET SOUTH OF THE CENTER LINE OF ROUTE 47, 66 FEET
 JU2316'NORTHWEST OF MILE POST 23, 77.7 FEET SOUTH-SOUTHEAST OF WOOD UTILITY
 JU2316'POLE NUMBER 122 S, AND 257.4 FEET SOUTH OF TIDAL MARK 6823 D.
 JU2316'THE MARK IS 2 FT BELOW HIGHWAY.
 JU2316
 JU2316                          STATION RECOVERY (1999)
 JU2316
 JU2316'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU2316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2315 ***********************************************************************
 JU2315  DESIGNATION -  853 6823 D TIDAL
 JU2315  PID         -  JU2315
 JU2315  STATE/COUNTY-  NJ/CAPE MAY
 JU2315  USGS QUAD   -  HEISLERVILLE (1977)
 JU2315
 JU2315                         *CURRENT SURVEY CONTROL
 JU2315  ___________________________________________________________________
 JU2315* NAD 83(1986)-  39 12 34.     (N)    074 54 09.     (W)     SCALED    
 JU2315* NAVD 88     -         1.520  (meters)       4.99   (feet)  ADJUSTED  
 JU2315  ___________________________________________________________________
 JU2315  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 JU2315  DYNAMIC HT  -           1.519 (meters)       4.98  (feet)  COMP
 JU2315  MODELED GRAV-     980,089.1   (mgal)                       NAVD 88
 JU2315
 JU2315  VERT ORDER  -  FIRST     CLASS II
 JU2315
 JU2315.The horizontal coordinates were scaled from a topographic map and have
 JU2315.an estimated accuracy of +/- 6 seconds.
 JU2315
 JU2315.The orthometric height was determined by differential leveling
 JU2315.and adjusted by the National Geodetic Survey in June 1991..
 JU2315
 JU2315.The geoid height was determined by GEOID03.
 JU2315
 JU2315.The dynamic height is computed by dividing the NAVD 88
 JU2315.geopotential number by the normal gravity value computed on the
 JU2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2315.degrees latitude (g = 980.6199 gals.).
 JU2315
 JU2315.The modeled gravity was interpolated from observed gravity values.
 JU2315
 JU2315;                    North         East    Units  Estimated Accuracy
 JU2315;SPC NJ       -    41,830.      115,240.      MT  (+/- 180 meters Scaled)
 JU2315
 JU2315                          SUPERSEDED SURVEY CONTROL
 JU2315
 JU2315  NGVD 29 (01/10/92)    1.892  (m)            6.21   (f) ADJUSTED    1 2
 JU2315
 JU2315.Superseded values are not recommended for survey control.
 JU2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2315.See file dsdata.txt to determine how the superseded data were derived.
 JU2315
 JU2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ084400(NAD 83)
 JU2315_MARKER: DJ = TIDAL STATION DISK
 JU2315_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2315_SP_SET: GALVANIZED STEEL ROD
 JU2315_STAMPING: 6823 D 1978
 JU2315_PROJECTION: RECESSED 5 CENTIMETERS
 JU2315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2315_ROD/PIPE-DEPTH: 15.2 meters
 JU2315
 JU2315  HISTORY     - Date     Condition        Report By
 JU2315  HISTORY     - 1978     MONUMENTED       NOS
 JU2315  HISTORY     - 1979     GOOD             NGS
 JU2315  HISTORY     - 19991002 MARK NOT FOUND   USPSQD
 JU2315
 JU2315                          STATION DESCRIPTION
 JU2315
 JU2315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2315'0.35 MI SE FROM ELDORA.
 JU2315'0.35 MILE SOUTHEAST ALONG STATE ROUTE 47 FROM THE SOUTHEAST ONE OF
 JU2315'TWO Y-JUNCTIONS OF COUNTY ROAD 550 SPUR AT ELDORA, 0.1 MILE NORTHWEST
 JU2315'OF A BRIDGE OVER EAST CREEK IN ELDORA, ON THE NORTH SIDE OF ROUTE 47,
 JU2315'THE MARK IS A STANDARD NOS BENCH MARK DISK SET ON TOP OF A 5/8 INCH
 JU2315'DIAM. GALVANIZED STEEL ROD DRIVEN 50 FEET, 33.5 FEET NORTHEAST OF
 JU2315'THE CENTER LINE OF ROUTE 47, 95.5 FEET SOUTHEAST OF WOOD UTILITY POLE
 JU2315'NUMBER L 124, 390.0 FEET SOUTHEAST OF BENCH MARK 6823 E, 15.0 FEET
 JU2315'NORTH OF MAIL BOX RD 1-83, 12.0 FEET NORTH OF WOOD UTILITY POLE
 JU2315'NUMBER L 123, AND SET 2 INCHES BELOW GROUND.
 JU2315'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 JU2315'THE MARK IS 2 FT BELOW HIGHWAY.
 JU2315
 JU2315                          STATION RECOVERY (1999)
 JU2315
 JU2315'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU2315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2314 ***********************************************************************
 JU2314  DESIGNATION -  853 6823 E TIDAL
 JU2314  PID         -  JU2314
 JU2314  STATE/COUNTY-  NJ/CAPE MAY
 JU2314  USGS QUAD   -  HEISLERVILLE (1977)
 JU2314
 JU2314                         *CURRENT SURVEY CONTROL
 JU2314  ___________________________________________________________________
 JU2314* NAD 83(1986)-  39 12 35.     (N)    074 54 12.     (W)     SCALED    
 JU2314* NAVD 88     -         1.822  (meters)       5.98   (feet)  ADJUSTED  
 JU2314  ___________________________________________________________________
 JU2314  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 JU2314  DYNAMIC HT  -           1.821 (meters)       5.97  (feet)  COMP
 JU2314  MODELED GRAV-     980,089.1   (mgal)                       NAVD 88
 JU2314
 JU2314  VERT ORDER  -  FIRST     CLASS II
 JU2314
 JU2314.The horizontal coordinates were scaled from a topographic map and have
 JU2314.an estimated accuracy of +/- 6 seconds.
 JU2314
 JU2314.The orthometric height was determined by differential leveling
 JU2314.and adjusted by the National Geodetic Survey in June 1991..
 JU2314
 JU2314.The geoid height was determined by GEOID03.
 JU2314
 JU2314.The dynamic height is computed by dividing the NAVD 88
 JU2314.geopotential number by the normal gravity value computed on the
 JU2314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2314.degrees latitude (g = 980.6199 gals.).
 JU2314
 JU2314.The modeled gravity was interpolated from observed gravity values.
 JU2314
 JU2314;                    North         East    Units  Estimated Accuracy
 JU2314;SPC NJ       -    41,860.      115,170.      MT  (+/- 180 meters Scaled)
 JU2314
 JU2314                          SUPERSEDED SURVEY CONTROL
 JU2314
 JU2314  NGVD 29 (01/10/92)    2.195  (m)            7.20   (f) ADJUSTED    1 2
 JU2314
 JU2314.Superseded values are not recommended for survey control.
 JU2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2314.See file dsdata.txt to determine how the superseded data were derived.
 JU2314
 JU2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ083400(NAD 83)
 JU2314_MARKER: DJ = TIDAL STATION DISK
 JU2314_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2314_SP_SET: GALVANIZED STEEL ROD
 JU2314_STAMPING: 6823 E 1978
 JU2314_PROJECTION: RECESSED 5 CENTIMETERS
 JU2314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2314_ROD/PIPE-DEPTH: 15.2 meters
 JU2314
 JU2314  HISTORY     - Date     Condition        Report By
 JU2314  HISTORY     - 1978     MONUMENTED       NOS
 JU2314  HISTORY     - 1979     GOOD             NGS
 JU2314  HISTORY     - 19991002 MARK NOT FOUND   USPSQD
 JU2314
 JU2314                          STATION DESCRIPTION
 JU2314
 JU2314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2314'0.3 MI SE FROM ELDORA.
 JU2314'0.3 MILE SOUTHEAST ALONG STATE ROUTE 47 FROM THE SOUTHEAST ONE OF
 JU2314'TWO Y-JUNCTIONS OF CUNTY ROAD 550 SPUR AT ELDORA, 0.15 MILE NORTHWEST
 JU2314'OF A BRIDGE OVER EAST CREEK IN ELDORA, ON THE EAST SIDE OF ROUTE 47,
 JU2314'THE MARK IS A STANDARD NOS BENCH MARK DISK SET ON TOP OF A 5/8 INCH
 JU2314'DIAM. GALVANIZED STEEL ROD DRIVEN 50 FEET, 29.0 FEET EAST OF THE
 JU2314'CENTER LINE OF ROUTE 47, 136.0 FEET EAST OF THE NORTHEAST CORNER OF
 JU2314'THE CONCRETE PORCH OF THE 1 STORY BRICK ELDORA SCHOOL 83A, 8.2 FEET
 JU2314'NORTHEAST OF WOOD UTILITY POLE NUMBER 126, AND SET 2 INCHES BELOW
 JU2314'GROUND.
 JU2314'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2314
 JU2314                          STATION RECOVERY (1999)
 JU2314
 JU2314'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU2314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2312 ***********************************************************************
 JU2312  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2312  DESIGNATION -  853 6851 A TIDAL
 JU2312  PID         -  JU2312
 JU2312  STATE/COUNTY-  NJ/CUMBERLAND
 JU2312  USGS QUAD   -  HEISLERVILLE (1977)
 JU2312
 JU2312                         *CURRENT SURVEY CONTROL
 JU2312  ___________________________________________________________________
 JU2312* NAD 83(1986)-  39 13 02.     (N)    074 55 29.     (W)     SCALED    
 JU2312* NAVD 88     -         3.114  (meters)      10.22   (feet)  ADJUSTED  
 JU2312  ___________________________________________________________________
 JU2312  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 JU2312  DYNAMIC HT  -           3.113 (meters)      10.21  (feet)  COMP
 JU2312  MODELED GRAV-     980,090.6   (mgal)                       NAVD 88
 JU2312
 JU2312  VERT ORDER  -  FIRST     CLASS II
 JU2312
 JU2312.The horizontal coordinates were scaled from a topographic map and have
 JU2312.an estimated accuracy of +/- 6 seconds.
 JU2312
 JU2312.The orthometric height was determined by differential leveling
 JU2312.and adjusted by the National Geodetic Survey in June 1991..
 JU2312
 JU2312.This Tidal Bench Mark is designated as VM 15003
 JU2312.by the Center for Operational Oceanographic Products and Services.
 JU2312
 JU2312.The geoid height was determined by GEOID03.
 JU2312
 JU2312.The dynamic height is computed by dividing the NAVD 88
 JU2312.geopotential number by the normal gravity value computed on the
 JU2312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2312.degrees latitude (g = 980.6199 gals.).
 JU2312
 JU2312.The modeled gravity was interpolated from observed gravity values.
 JU2312
 JU2312;                    North         East    Units  Estimated Accuracy
 JU2312;SPC NJ       -    42,700.      113,320.      MT  (+/- 180 meters Scaled)
 JU2312
 JU2312                          SUPERSEDED SURVEY CONTROL
 JU2312
 JU2312  NGVD 29 (01/10/92)    3.484  (m)           11.43   (f) ADJUSTED    1 2
 JU2312
 JU2312.Superseded values are not recommended for survey control.
 JU2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2312.See file dsdata.txt to determine how the superseded data were derived.
 JU2312
 JU2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ064408(NAD 83)
 JU2312_MARKER: DJ = TIDAL STATION DISK
 JU2312_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU2312_SP_SET: ABUTMENT
 JU2312_STAMPING: 6851 A 1978
 JU2312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2312+STABILITY: SURFACE MOTION
 JU2312
 JU2312  HISTORY     - Date     Condition        Report By
 JU2312  HISTORY     - 1978     MONUMENTED       NOS
 JU2312  HISTORY     - 1979     GOOD             NGS
 JU2312  HISTORY     - 19970719 GOOD             USPSQD
 JU2312
 JU2312                          STATION DESCRIPTION
 JU2312
 JU2312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2312'1.1 MI WEST FROM ELDORA.
 JU2312'1.1 MILES WEST ALONG STATE ROUTE 47 FROM THE SOUTHEAST ONE OF TWO
 JU2312'Y-JUNCTIONS OF COUNTY ROAD 550 SPUR IN ELDORA, AT THE BRIDGE OVER
 JU2312'WEST CREEK, IN THE NORTH END OF THE WEST ABUTMENT, 15.4 FEET NORTH
 JU2312'OF THE CENTER LINE OF THE HIGHWAY.
 JU2312'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2312
 JU2312                          STATION RECOVERY (1997)
 JU2312
 JU2312'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2311 ***********************************************************************
 JU2311  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2311  DESIGNATION -  853 6851 B TIDAL
 JU2311  PID         -  JU2311
 JU2311  STATE/COUNTY-  NJ/CUMBERLAND
 JU2311  USGS QUAD   -  HEISLERVILLE (1977)
 JU2311
 JU2311                         *CURRENT SURVEY CONTROL
 JU2311  ___________________________________________________________________
 JU2311* NAD 83(1986)-  39 13 03.     (N)    074 55 32.     (W)     SCALED    
 JU2311* NAVD 88     -         1.290  (meters)       4.23   (feet)  ADJUSTED  
 JU2311  ___________________________________________________________________
 JU2311  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 JU2311  DYNAMIC HT  -           1.289 (meters)       4.23  (feet)  COMP
 JU2311  MODELED GRAV-     980,090.7   (mgal)                       NAVD 88
 JU2311
 JU2311  VERT ORDER  -  FIRST     CLASS II
 JU2311
 JU2311.The horizontal coordinates were scaled from a topographic map and have
 JU2311.an estimated accuracy of +/- 6 seconds.
 JU2311
 JU2311.The orthometric height was determined by differential leveling
 JU2311.and adjusted by the National Geodetic Survey in June 1991..
 JU2311
 JU2311.This Tidal Bench Mark is designated as VM 15004
 JU2311.by the Center for Operational Oceanographic Products and Services.
 JU2311
 JU2311.The geoid height was determined by GEOID03.
 JU2311
 JU2311.The dynamic height is computed by dividing the NAVD 88
 JU2311.geopotential number by the normal gravity value computed on the
 JU2311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2311.degrees latitude (g = 980.6199 gals.).
 JU2311
 JU2311.The modeled gravity was interpolated from observed gravity values.
 JU2311
 JU2311;                    North         East    Units  Estimated Accuracy
 JU2311;SPC NJ       -    42,730.      113,250.      MT  (+/- 180 meters Scaled)
 JU2311
 JU2311                          SUPERSEDED SURVEY CONTROL
 JU2311
 JU2311  NGVD 29 (01/10/92)    1.659  (m)            5.44   (f) ADJUSTED    1 2
 JU2311
 JU2311.Superseded values are not recommended for survey control.
 JU2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2311.See file dsdata.txt to determine how the superseded data were derived.
 JU2311
 JU2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ064409(NAD 83)
 JU2311_MARKER: DJ = TIDAL STATION DISK
 JU2311_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2311_SP_SET: GALVANIZED STEEL ROD
 JU2311_STAMPING: 6851 B 1978
 JU2311_PROJECTION: RECESSED 5 CENTIMETERS
 JU2311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2311_ROD/PIPE-DEPTH: 15.2 meters
 JU2311
 JU2311  HISTORY     - Date     Condition        Report By
 JU2311  HISTORY     - 1978     MONUMENTED       NOS
 JU2311  HISTORY     - 1979     GOOD             NGS
 JU2311  HISTORY     - 19970719 MARK NOT FOUND   USPSQD
 JU2311
 JU2311                          STATION DESCRIPTION
 JU2311
 JU2311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2311'1.1 MI WEST FROM ELDORA.
 JU2311'1.1 MILES WEST ALONG STATE ROUTE 47 FROM THE SOUTHEAST ONE OF TWO
 JU2311'Y-JUNCTIONS OF COUNTY ROAD, 550 SPUR IN ELDORA, AT THE BRIDGE OVER
 JU2311'WEST CREEK, 300 FEET WEST OF THE WEST END OF THE BRIDGE, 27.9 FEET
 JU2311'NORTH OF THE HIGHWAY CENTER LINE, 9.6 FT. EAST OF POWER POLE BT 247300
 JU2311', 7.4 FEET NORTH OF THE WEST END OF METAL GUARD RAIL.
 JU2311'THE MARK IS 1 FT BELOW HIGHWAY.
 JU2311
 JU2311                          STATION RECOVERY (1997)
 JU2311
 JU2311'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2310 ***********************************************************************
 JU2310  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2310  DESIGNATION -  853 6851 C TIDAL
 JU2310  PID         -  JU2310
 JU2310  STATE/COUNTY-  NJ/CUMBERLAND
 JU2310  USGS QUAD   -  HEISLERVILLE (1977)
 JU2310
 JU2310                         *CURRENT SURVEY CONTROL
 JU2310  ___________________________________________________________________
 JU2310* NAD 83(1996)-  39 13 02.88373(N)    074 55 34.70093(W)     ADJUSTED  
 JU2310* NAVD 88     -         1.588  (meters)       5.21   (feet)  ADJUSTED  
 JU2310  ___________________________________________________________________
 JU2310  X           -   1,286,801.772 (meters)                     COMP
 JU2310  Y           -  -4,777,820.059 (meters)                     COMP
 JU2310  Z           -   4,011,029.707 (meters)                     COMP
 JU2310  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 JU2310  ELLIP HEIGHT-         -33.00  (meters)          (10/23/02) GPS OBS
 JU2310  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 JU2310  DYNAMIC HT  -           1.588 (meters)       5.21  (feet)  COMP
 JU2310  MODELED GRAV-     980,090.6   (mgal)                       NAVD 88
 JU2310
 JU2310  HORZ ORDER  -  FIRST
 JU2310  VERT ORDER  -  FIRST     CLASS II
 JU2310  ELLP ORDER  -  FOURTH    CLASS I
 JU2310
 JU2310.The horizontal coordinates were established by GPS observations
 JU2310.and adjusted by the National Geodetic Survey in May 1999..
 JU2310
 JU2310.The orthometric height was determined by differential leveling
 JU2310.and adjusted by the National Geodetic Survey in June 1991..
 JU2310
 JU2310.This Tidal Bench Mark is designated as VM 15005
 JU2310.by the Center for Operational Oceanographic Products and Services.
 JU2310
 JU2310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2310
 JU2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2310
 JU2310.The ellipsoidal height was determined by GPS observations
 JU2310.and is referenced to NAD 83.
 JU2310
 JU2310.The geoid height was determined by GEOID03.
 JU2310
 JU2310.The dynamic height is computed by dividing the NAVD 88
 JU2310.geopotential number by the normal gravity value computed on the
 JU2310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2310.degrees latitude (g = 980.6199 gals.).
 JU2310
 JU2310.The modeled gravity was interpolated from observed gravity values.
 JU2310
 JU2310;                    North         East     Units Scale Factor Converg.
 JU2310;SPC NJ       -    42,727.374   113,187.584   MT  0.99991668   -0 16 10.3
 JU2310;SPC NJ       -   140,181.39    371,349.60   sFT  0.99991668   -0 16 10.3
 JU2310;UTM  18      - 4,340,912.246   506,361.729   MT  0.99960050   +0 02 47.7
 JU2310
 JU2310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2310!SPC NJ       -   1.00000518  x   0.99991668  =   0.99992186
 JU2310!UTM  18      -   1.00000518  x   0.99960050  =   0.99960568
 JU2310
 JU2310|---------------------------------------------------------------------|
 JU2310| PID    Reference Object                     Distance      Geod. Az  |
 JU2310|                                                           dddmmss.s |
 JU2310| AA7199 3036                                154.673 METERS 10210     |
 JU2310|---------------------------------------------------------------------|
 JU2310
 JU2310                          SUPERSEDED SURVEY CONTROL
 JU2310
 JU2310  ELLIP H (05/14/99)  -33.02   (m)                       GP(       ) 4 1
 JU2310  NAD 83(1992)-  39 13 02.88314(N)    074 55 34.70043(W) AD(       ) 1
 JU2310  ELLIP H (03/31/93)  -33.09   (m)                       GP(       ) 3 2
 JU2310  NAVD 88 (03/31/93)    1.59   (m)            5.2    (f) LEVELING    3  
 JU2310  NGVD 29 (01/10/92)    1.958  (m)            6.42   (f) ADJUSTED    1 2
 JU2310
 JU2310.Superseded values are not recommended for survey control.
 JU2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2310.See file dsdata.txt to determine how the superseded data were derived.
 JU2310
 JU2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0636240912(NAD 83)
 JU2310_MARKER: DJ = TIDAL STATION DISK
 JU2310_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2310_SP_SET: GALVANIZED STEEL ROD
 JU2310_STAMPING: 6851 C 1978
 JU2310_MARK LOGO: NOS   
 JU2310_PROJECTION: RECESSED 5 CENTIMETERS
 JU2310_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2310+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1994
 JU2310_ROD/PIPE-DEPTH: 15.2 meters
 JU2310
 JU2310  HISTORY     - Date     Condition        Report By
 JU2310  HISTORY     - 1978     MONUMENTED       PORTER
 JU2310  HISTORY     - 1979     GOOD             NGS
 JU2310  HISTORY     - 19900830 GOOD             NJGS
 JU2310  HISTORY     - 19940830 GOOD             NJGS
 JU2310
 JU2310                          STATION DESCRIPTION
 JU2310
 JU2310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2310'1.1 MI WEST FROM ELDORA.
 JU2310'1.1 MILES WEST ALONG STATE ROUTE 47 FROM THE SOUTHEAST ONE OF TWO
 JU2310'Y-JUNCTIONS OF COUNTY ROAD 550 SPUR IN ELDORA, 600 FEET WEST OF THE
 JU2310'ROUTE 47 BRIDGE OVER WEST CREEK, THE MARK IS A STANDARD NOS BENCH
 JU2310'MARK DISK STAMPED 6851 B 1978, SET ON TOP OF A 5/8 INCH DIAM.
 JU2310'GALVANIZED STEEL ROD DRIVEN 50 FEET, 26.3 FEET SOUTH OF THE
 JU2310'CENTER LINE OF ROUTE 47, 15.1 FEET SOUTHWEST OF WOOD UTILITY POLE
 JU2310'B 6759, 298.9 WEST OF BENCH MARK 6851 B, 11.9 FEET EAST OF THE
 JU2310'NORTHERLY END OF A WOODEN BILLBOARD, AND SET 2 INCHES BELOW GROUND.
 JU2310'THE MARK IS 1 FT BELOW HIGHWAY.
 JU2310
 JU2310                          STATION RECOVERY (1990)
 JU2310
 JU2310'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2310'RECOVERED IN GOOD CONDITION.
 JU2310
 JU2310                          STATION RECOVERY (1994)
 JU2310
 JU2310'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 JU2310'THE STATION IS LOCATED IN MAURICE RIVER TOWNSHIP ON THE SOUTH SIDE OF
 JU2310'STATE ROUTE 47.  THE MAURICE RIVER IS THE BOUNDARY LINE BETWEEN CAPE
 JU2310'MAY AND CUMBERLAND COUNTIES.  TO REACH THE STATION FROM THE JUNCTION
 JU2310'OF STATE ROUTE 47 AND THE SOUTHEAST ONE OF TWO WYE JUNCTIONS WITH
 JU2310'COUNTY ROAD 550 SPUR IN ELDORA, GO 1.1 MI (1.8 KM) WEST ON STATE ROUTE
 JU2310'47 TO THE STATION ON THE LEFT.  THE STATION IS ALSO ABOUT 600 FT
 JU2310'(182.9 M) WEST OF THE BRIDGE OVER WEST CREEK.  THE STATION IS 26.3 FT
 JU2310'(8.0 M) SOUTH OF THE CENTERLINE OF STATE ROUTE 47, 15.1 FT (4.6 M)
 JU2310'SOUTHWEST FROM POLE B 6759 AND 11.9 FT (3.6 M) EAST FROM THE NORTHERLY
 JU2310'END OF A WOODEN BILLBOARD.  THE STATION IS ABOUT 0.1 FT (3.0 CM) BELOW
 JU2310'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2309 ***********************************************************************
 JU2309  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2309  DESIGNATION -  853 6851 D TIDAL
 JU2309  PID         -  JU2309
 JU2309  STATE/COUNTY-  NJ/CUMBERLAND
 JU2309  USGS QUAD   -  HEISLERVILLE (1977)
 JU2309
 JU2309                         *CURRENT SURVEY CONTROL
 JU2309  ___________________________________________________________________
 JU2309* NAD 83(1986)-  39 13 04.     (N)    074 55 38.     (W)     SCALED    
 JU2309* NAVD 88     -         1.867  (meters)       6.13   (feet)  ADJUSTED  
 JU2309  ___________________________________________________________________
 JU2309  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 JU2309  DYNAMIC HT  -           1.866 (meters)       6.12  (feet)  COMP
 JU2309  MODELED GRAV-     980,090.7   (mgal)                       NAVD 88
 JU2309
 JU2309  VERT ORDER  -  FIRST     CLASS II
 JU2309
 JU2309.The horizontal coordinates were scaled from a topographic map and have
 JU2309.an estimated accuracy of +/- 6 seconds.
 JU2309
 JU2309.The orthometric height was determined by differential leveling
 JU2309.and adjusted by the National Geodetic Survey in June 1991..
 JU2309
 JU2309.This Tidal Bench Mark is designated as VM 15006
 JU2309.by the Center for Operational Oceanographic Products and Services.
 JU2309
 JU2309.The geoid height was determined by GEOID03.
 JU2309
 JU2309.The dynamic height is computed by dividing the NAVD 88
 JU2309.geopotential number by the normal gravity value computed on the
 JU2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2309.degrees latitude (g = 980.6199 gals.).
 JU2309
 JU2309.The modeled gravity was interpolated from observed gravity values.
 JU2309
 JU2309;                    North         East    Units  Estimated Accuracy
 JU2309;SPC NJ       -    42,760.      113,110.      MT  (+/- 180 meters Scaled)
 JU2309
 JU2309                          SUPERSEDED SURVEY CONTROL
 JU2309
 JU2309  NGVD 29 (01/10/92)    2.237  (m)            7.34   (f) ADJUSTED    1 2
 JU2309
 JU2309.Superseded values are not recommended for survey control.
 JU2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2309.See file dsdata.txt to determine how the superseded data were derived.
 JU2309
 JU2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ062409(NAD 83)
 JU2309_MARKER: DJ = TIDAL STATION DISK
 JU2309_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2309_SP_SET: GALVANIZED STEEL ROD
 JU2309_STAMPING: 6851 D 1978
 JU2309_PROJECTION: RECESSED 5 CENTIMETERS
 JU2309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2309_ROD/PIPE-DEPTH: 15.2 meters
 JU2309
 JU2309  HISTORY     - Date     Condition        Report By
 JU2309  HISTORY     - 1978     MONUMENTED       NOS
 JU2309  HISTORY     - 1979     GOOD             NGS
 JU2309  HISTORY     - 19970719 MARK NOT FOUND   USPSQD
 JU2309
 JU2309                          STATION DESCRIPTION
 JU2309
 JU2309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2309'1.1 MI WEST FROM ELDORA.
 JU2309'1.1 MILES WEST ALONG STATE ROUTE 47 FROM THE SOUTHEAST ONE OF TWO
 JU2309'Y-JUNCTIONS OF COUNTY ROAD 550 SPUR IN ELDORA, 850 FEET WEST OF THE
 JU2309'ROUTE 47 BRIDGE OVER WEST CREEK, THE MARK IS A STANDARD NOS BENCH
 JU2309'MARK DISK STAMPED 6851 D 1978, SET ON TOP OF A 5/8 INCH DIAM.
 JU2309'GALVANIZED STEEL ROD DRIVEN 50 FT., 25.1 FEET NORTH OF THE CENTER LINE
 JU2309'OF ROUTE 47, 6.7 FEET SOUTHEAST OF A GUY WIRE POLE, 260.3 FEET
 JU2309'NORTHWEST OF BENCH MARK 6851 C, AND SET 2 INCHES BELOW GROUND,
 JU2309'9.8 FEET NORTHEAST OF POWER POLE 296.
 JU2309'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2309
 JU2309                          STATION RECOVERY (1997)
 JU2309
 JU2309'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7213 ***********************************************************************
 AA7213  DESIGNATION -  853 6855 A TIDAL
 AA7213  PID         -  AA7213
 AA7213  STATE/COUNTY-  NJ/CUMBERLAND
 AA7213  USGS QUAD   -  HEISLERVILLE (1977)
 AA7213
 AA7213                         *CURRENT SURVEY CONTROL
 AA7213  ___________________________________________________________________
 AA7213* NAD 83(1996)-  39 13 05.77352(N)    074 58 45.84638(W)     ADJUSTED  
 AA7213* NAVD 88     -         1.4    (meters)       5.     (feet)  GPS OBS   
 AA7213  ___________________________________________________________________
 AA7213  X           -   1,282,358.975 (meters)                     COMP
 AA7213  Y           -  -4,778,955.915 (meters)                     COMP
 AA7213  Z           -   4,011,098.623 (meters)                     COMP
 AA7213  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 AA7213  ELLIP HEIGHT-         -33.20  (meters)          (10/23/02) GPS OBS
 AA7213  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 AA7213
 AA7213  HORZ ORDER  -  FIRST
 AA7213  ELLP ORDER  -  FOURTH    CLASS I
 AA7213
 AA7213.The horizontal coordinates were established by GPS observations
 AA7213.and adjusted by the National Geodetic Survey in May 1999..
 AA7213
 AA7213.The orthometric height was determined by GPS observations and a
 AA7213.high-resolution geoid model.
 AA7213
 AA7213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7213
 AA7213.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7213
 AA7213.The ellipsoidal height was determined by GPS observations
 AA7213.and is referenced to NAD 83.
 AA7213
 AA7213.The geoid height was determined by GEOID03.
 AA7213
 AA7213;                    North         East     Units Scale Factor Converg.
 AA7213;SPC NJ       -    42,839.396   108,603.086   MT  0.99992109   -0 18 11.2
 AA7213;SPC NJ       -   140,548.92    356,308.62   sFT  0.99992109   -0 18 11.2
 AA7213;UTM  18      - 4,340,998.943   501,778.144   MT  0.99960004   +0 00 46.9
 AA7213
 AA7213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7213!SPC NJ       -   1.00000521  x   0.99992109  =   0.99992630
 AA7213!UTM  18      -   1.00000521  x   0.99960004  =   0.99960525
 AA7213
 AA7213                          SUPERSEDED SURVEY CONTROL
 AA7213
 AA7213  ELLIP H (05/14/99)  -33.22   (m)                       GP(       ) 4 1
 AA7213  NAD 83(1992)-  39 13 05.77312(N)    074 58 45.84589(W) AD(       ) 1
 AA7213  ELLIP H (08/04/95)  -33.27   (m)                       GP(       ) 3 1
 AA7213
 AA7213.Superseded values are not recommended for survey control.
 AA7213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7213.See file dsdata.txt to determine how the superseded data were derived.
 AA7213
 AA7213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0177840999(NAD 83)
 AA7213_MARKER: DJ = TIDAL STATION DISK
 AA7213_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AA7213_STAMPING: 6855 A 1978
 AA7213_MARK LOGO: NOS   
 AA7213_PROJECTION: RECESSED 10 CENTIMETERS
 AA7213_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7213+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1994
 AA7213_ROD/PIPE-DEPTH: 16.5 meters
 AA7213
 AA7213  HISTORY     - Date     Condition        Report By
 AA7213  HISTORY     - 1978     MONUMENTED       PORTER
 AA7213  HISTORY     - 19940810 GOOD             NJGS
 AA7213
 AA7213                          STATION DESCRIPTION
 AA7213
 AA7213'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA7213'THE STATION IS LOCATED IN MAURICE RIVER TOWNSHIP ON THE SOUTH SIDE OF
 AA7213'GLADE ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE
 AA7213'47 AND GLADE ROAD, GO 1.1 MI (1.8 KM) WEST ON GLADE ROAD TO THE
 AA7213'STATION ON THE LEFT, JUST WEST OF THE WOODEN BRIDGE OVER RIGGINS
 AA7213'DITCH.  THE STATION IS 21.3 FT (6.5 M) SOUTH FROM THE CENTERLINE OF
 AA7213'GLADE ROAD, 42.2 FT (12.9 M) WEST FROM THE SOUTHWEST CORNER OF THE
 AA7213'WOODEN BRIDGE OVER RIGGINS DITCH AND 71.8 FT (21.9 M) EAST FROM THE
 AA7213'WEST END OF THE METAL GUIDERAIL ALONG THE SOUTH SIDE OF GLADE ROAD AND
 AA7213'6.9 FT (2.1 M) SOUTH FROM AND NORMAL TO THE GUIDERAIL ALONG THE SOUTH
 AA7213'SIDE OF GLADE ROAD.  THE STATION IS A STANDARD DISK, STAMPED 6885 A
 AA7213'1978, SET ON TOP OF A FIVE EIGHTHS INCH DIAMETER GALVANIZED STEEL ROAD
 AA7213'DRIVEN TO A DEPTH OF 50 FT.  THE STATION IS SET 10 CM BELOW THE GROUND
 AA7213'IN A PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9733 ***********************************************************************
 AI9733  DESIGNATION -  853 6889 B TIDAL
 AI9733  PID         -  AI9733
 AI9733  STATE/COUNTY-  NJ/CUMBERLAND
 AI9733  USGS QUAD   -  PORT NORRIS (1992)
 AI9733
 AI9733                         *CURRENT SURVEY CONTROL
 AI9733  ___________________________________________________________________
 AI9733* NAD 83(1986)-  39 13 50.     (N)    075 02 07.     (W)     SCALED    
 AI9733* NAVD 88     -         0.866  (meters)       2.84   (feet)  ADJUSTED  
 AI9733  ___________________________________________________________________
 AI9733  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 AI9733  DYNAMIC HT  -           0.865 (meters)       2.84  (feet)  COMP
 AI9733  MODELED GRAV-     980,093.8   (mgal)                       NAVD 88
 AI9733
 AI9733  VERT ORDER  -  FIRST     CLASS II
 AI9733
 AI9733.The horizontal coordinates were scaled from a topographic map and have
 AI9733.an estimated accuracy of +/- 6 seconds.
 AI9733
 AI9733.The orthometric height was determined by differential leveling
 AI9733.and adjusted by the National Geodetic Survey in March 2001..
 AI9733.No vertical observational check was made to the station.
 AI9733
 AI9733.The geoid height was determined by GEOID03.
 AI9733
 AI9733.The dynamic height is computed by dividing the NAVD 88
 AI9733.geopotential number by the normal gravity value computed on the
 AI9733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9733.degrees latitude (g = 980.6199 gals.).
 AI9733
 AI9733.The modeled gravity was interpolated from observed gravity values.
 AI9733
 AI9733;                    North         East    Units  Estimated Accuracy
 AI9733;SPC NJ       -    44,230.      103,790.      MT  (+/- 180 meters Scaled)
 AI9733
 AI9733                          SUPERSEDED SURVEY CONTROL
 AI9733
 AI9733.No superseded survey control is available for this station.
 AI9733
 AI9733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ969423(NAD 83)
 AI9733_MARKER: DJ = TIDAL STATION DISK
 AI9733_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AI9733_STAMPING: 6889 B 1978
 AI9733_MARK LOGO: NOS   
 AI9733_PROJECTION: RECESSED 4 CENTIMETERS
 AI9733_MAGNETIC: I = MARKER IS A STEEL ROD
 AI9733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9733+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 AI9733_ROD/PIPE-DEPTH: 15.2 meters
 AI9733
 AI9733  HISTORY     - Date     Condition        Report By
 AI9733  HISTORY     - 1978     MONUMENTED       PORTER
 AI9733  HISTORY     - 19980916 GOOD             NJGS
 AI9733  HISTORY     - 20031030 GOOD             USGS
 AI9733  HISTORY     - 20050824 GOOD             NJDEP
 AI9733  HISTORY     - 20051117 GOOD             USGS
 AI9733
 AI9733                          STATION DESCRIPTION
 AI9733
 AI9733'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9733'THE STATION IS LOCATED IN COMMERCIAL TOWNSHIP IN THE COMMUNITY OF
 AI9733'BIVALVE ON THE EAST SIDE OF LIGHTHOUSE ROAD, ALSO KNOWN AS HIGH
 AI9733'STREET.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 AND
 AI9733'THE SOUTHERN TERMINUS OF STATE ROUTE 55 AT MILEPOINT 20, GO 2.9 MI
 AI9733'(4.7 KM) SOUTH ON STATE ROUTE 47 TO THE JUNCTION WITH STATE ROUTE 347
 AI9733'AT A LEFT WYE TURN.  CONTINUE SOUTH ON STATE ROUTE 47 FOR 0.15 MI
 AI9733'(0.24 KM) TO THE JUNCTION WITH COUNTY ROAD 670.  TURN RIGHT AND GO 1.5
 AI9733'MI (2.4 KM) WEST ON COUNTY ROAD 670 TO THE JUNCTION WITH BUCKSHUTEM
 AI9733'ROAD AT A BLINKING YELLOW TRAFFIC LIGHT.  TURN LEFT AND GO SOUTH ON
 AI9733'BUCKSHUTEM ROAD, COUNTY ROAD 744 FOR 0.2 MI (0.3 KM) TO THE
 AI9733'INTERSECTION WITH HIGHLAND STREET IN MAURICETOWN.  TURN RIGHT AND GO
 AI9733'SOUTH ON HIGHLAND STREET FOR 0.85 MI (1.37 KM) TO THE CROSSROADS
 AI9733'INTERSECTION WITH COUNTY ROAD 649 AT A STOP SIGN AND BLINKING RED
 AI9733'TRAFFIC LIGHT.  TURN LEFT AND GO SOUTH ON COUNTY ROAD 649 FOR 1.2 MI
 AI9733'(1.9 KM) TO STOP SIGN AT THE SKEWED TEE INTERSECTION WITH NORTH
 AI9733'AVENUE.  TURN LEFT AND CONTINUE SOUTH ON COUNTY ROAD 649 FOR 2.6 MI
 AI9733'(4.2 KM) TO THE TEE JUNCTION WITH MAIN STREET, COUNTY ROAD 553 IN PORT
 AI9733'NORRIS.  TURN RIGHT AND GO 0.05 MI (0.08 KM) NORTHWEST ON COUNTY ROAD
 AI9733'553 TO THE INTERSECTION WITH MEMORIAL DRIVE.  TURN LEFT AND GO 0.6 MI
 AI9733'(1.0 KM) SOUTH ON MEMORIAL DRIVE TO THE JUNCTION WITH MILLER AVENUE.
 AI9733'TURN RIGHT AND GO WEST ON MILLER AVENUE FOR 0.25 MI (0.40 KM) TO THE
 AI9733'INTERSECTION WITH HIGH STREET.  TURN LEFT AND GO SOUTH ON HIGH STREET
 AI9733'FOR 0.5 MI (0.8 KM) TO THE END OF THE PAVED ROAD AT A GATE AND THE
 AI9733'STATION ON THE LEFT, SET FLUSH WITH THE GROUND, SOUTHEAST AND ACROSS
 AI9733'THE ROAD FROM AN ABANDONED ONE STORY BLOCK BUILDING.  THE STATION IS
 AI9733'2.6 M (8.5 FT) SOUTH FROM WOOD UTILITY POLE NUMBER 49305, 4.8 M (15.7
 AI9733'FT) EAST FROM THE EXTENED CENTERLINE OF THE ROAD AND 12.9 M (42.3 FT)
 AI9733'SOUTH SOUTHEAST FROM THE CENTERLINE OF THE GATE.
 AI9733
 AI9733                          STATION RECOVERY (2003)
 AI9733
 AI9733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (DSK)
 AI9733'RECOVERED IN GOOD CONDITION.
 AI9733
 AI9733                          STATION RECOVERY (2005)
 AI9733
 AI9733'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2005 (WM)
 AI9733'RECOVERED IN GOOD CONDITION.
 AI9733
 AI9733                          STATION RECOVERY (2005)
 AI9733
 AI9733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (KMH)
 AI9733'SUBSIDENCE INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7214 ***********************************************************************
 AA7214  DESIGNATION -  853 6889 D TIDAL
 AA7214  PID         -  AA7214
 AA7214  STATE/COUNTY-  NJ/CUMBERLAND
 AA7214  USGS QUAD   -  PORT NORRIS (1992)
 AA7214
 AA7214                         *CURRENT SURVEY CONTROL
 AA7214  ___________________________________________________________________
 AA7214* NAD 83(1996)-  39 13 43.87586(N)    075 02 11.46618(W)     ADJUSTED  
 AA7214* NAVD 88     -         1.160  (meters)       3.81   (feet)  ADJUSTED  
 AA7214  ___________________________________________________________________
 AA7214  X           -   1,277,402.453 (meters)                     COMP
 AA7214  Y           -  -4,779,513.978 (meters)                     COMP
 AA7214  Z           -   4,012,008.827 (meters)                     COMP
 AA7214  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 AA7214  ELLIP HEIGHT-         -33.31  (meters)          (10/23/02) GPS OBS
 AA7214  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 AA7214  DYNAMIC HT  -           1.160 (meters)       3.81  (feet)  COMP
 AA7214  MODELED GRAV-     980,093.4   (mgal)                       NAVD 88
 AA7214
 AA7214  HORZ ORDER  -  FIRST
 AA7214  VERT ORDER  -  FIRST     CLASS II
 AA7214  ELLP ORDER  -  FOURTH    CLASS I
 AA7214
 AA7214.The horizontal coordinates were established by GPS observations
 AA7214.and adjusted by the National Geodetic Survey in May 1999..
 AA7214
 AA7214.The orthometric height was determined by differential leveling
 AA7214.and adjusted by the National Geodetic Survey in March 2001..
 AA7214.No vertical observational check was made to the station.
 AA7214
 AA7214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7214
 AA7214.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7214
 AA7214.The ellipsoidal height was determined by GPS observations
 AA7214.and is referenced to NAD 83.
 AA7214
 AA7214.The geoid height was determined by GEOID03.
 AA7214
 AA7214.The dynamic height is computed by dividing the NAVD 88
 AA7214.geopotential number by the normal gravity value computed on the
 AA7214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7214.degrees latitude (g = 980.6199 gals.).
 AA7214
 AA7214.The modeled gravity was interpolated from observed gravity values.
 AA7214
 AA7214;                    North         East     Units Scale Factor Converg.
 AA7214;SPC NJ       -    44,041.968   103,677.928   MT  0.99992641   -0 20 21.5
 AA7214;SPC NJ       -   144,494.36    340,150.00   sFT  0.99992641   -0 20 21.5
 AA7214;UTM  18      - 4,342,173.938   496,848.021   MT  0.99960012   -0 01 23.1
 AA7214
 AA7214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7214!SPC NJ       -   1.00000523  x   0.99992641  =   0.99993164
 AA7214!UTM  18      -   1.00000523  x   0.99960012  =   0.99960534
 AA7214
 AA7214                          SUPERSEDED SURVEY CONTROL
 AA7214
 AA7214  ELLIP H (05/14/99)  -33.32   (m)                       GP(       ) 4 1
 AA7214  NAD 83(1992)-  39 13 43.87545(N)    075 02 11.46573(W) AD(       ) 1
 AA7214  ELLIP H (08/04/95)  -33.37   (m)                       GP(       ) 3 1
 AA7214
 AA7214.Superseded values are not recommended for survey control.
 AA7214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7214.See file dsdata.txt to determine how the superseded data were derived.
 AA7214
 AA7214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9684842174(NAD 83)
 AA7214_MARKER: DJ = TIDAL STATION DISK
 AA7214_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA7214_SP_SET: BULKHEAD
 AA7214_STAMPING: 6889 D 1978
 AA7214_MARK LOGO: NOS   
 AA7214_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7214+STABILITY: SURFACE MOTION
 AA7214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7214+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2005
 AA7214
 AA7214  HISTORY     - Date     Condition        Report By
 AA7214  HISTORY     - 1978     MONUMENTED       PORTER
 AA7214  HISTORY     - 19940331 GOOD             NJGS
 AA7214  HISTORY     - 19980928 GOOD             NJGS
 AA7214  HISTORY     - 20031030 GOOD             USGS
 AA7214  HISTORY     - 20050824 GOOD             NJDEP
 AA7214  HISTORY     - 20051117 GOOD             USGS
 AA7214
 AA7214                          STATION DESCRIPTION
 AA7214
 AA7214'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 AA7214'THE STATION IS LOCATED IN COMMERCIAL TOWNSHIP IN BIVALVE ON THE EAST
 AA7214'SIDE OF LIGHT HOUSE ROAD AT THE SITE OF THE FORMER BRUGGMANS BIVALVE
 AA7214'MARINA.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 AND
 AA7214'THE SOUTHERN TERMINUS OF STATE ROUTE 55 AT MILEPOINT 20, GO 2.9 MI
 AA7214'(4.7 KM) SOUTH ON STATE ROUTE 47 TO THE JUNCTION WITH STATE ROUTE 347
 AA7214'AT A LEFT WYE TURN.  CONTINUE SOUTH ON STATE ROUTE 47 FOR 0.15 MI
 AA7214'(0.24 KM) TO THE JUNCTION WITH COUNTY ROAD 670.  TURN RIGHT AND GO 1.5
 AA7214'MI (2.4 KM) WEST ON COUNTY ROAD 670 TO THE JUNCTION WITH BUCKSHUTEM
 AA7214'ROAD AT A BLINKING YELLOW TRAFFIC LIGHT.  CONTINUE AHEAD ON COUNTY
 AA7214'ROAD 649 TOWARD PORT NORRIS FOR 1.95 MI (3.14 KM) TO A TEE JUNCTION.
 AA7214'TURN LEFT AND CONTINUE ON COUNTY ROAD 649 TOWARD PORT NORRIS FOR 2.6
 AA7214'MI (4.2 KM) TO THE TEE JUNCTION WITH COUNTY ROAD 553 IN PORT NORRIS.
 AA7214'TURN RIGHT AND GO 0.05 MI (0.08 KM) NORTHWEST ON COUNTY ROAD 553 TO
 AA7214'THE INTERSECTION WITH MEMORIAL DRIVE.  TURN LEFT AND GO 0.6 MI (1.0
 AA7214'KM) SOUTH ON MEMORIAL DRIVE TO THE JUNCTION WITH MILLER AVENUE.  TURN
 AA7214'RIGHT AND GO 0.25 MI (0.40 KM) TO THE INTERSECTION WITH LIGHT HOUSE
 AA7214'ROAD.  TURN LEFT AND GO 0.4 MI (0.6 KM) SOUTH SOUTHWEST TO THE DIRT
 AA7214'DRIVEWAY LEADING TO THE STATION ON THE LEFT.  THE STATION IS SET FLUSH
 AA7214'IN A DRILL HOLE AT THE NORTHEAST END OF A CONCRETE BULKHEAD ON THE
 AA7214'WEST SIDE OF THE MAURICE RIVER.  THE STATION IS 3.6 FT (1.1 M) WEST
 AA7214'FROM THE WEST EDGE OF THE ANGLE POINT AT THE NORTH END OF THE
 AA7214'BULKHEAD, 1.0 FT (0.3 M) SOUTH FROM THE NORTH EDGE OF THE BULKHEAD,
 AA7214'ABOUT 150 FT (45.7 M) EAST FROM THE CENTERLINE OF LIGHT HOUSE ROAD AND
 AA7214'ABOUT 130 FT (39.6 M) EAST FROM POLE NUMBER B 37130.
 AA7214
 AA7214                          STATION RECOVERY (1998)
 AA7214
 AA7214'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 AA7214'RECOVERED AS DESCRIBED.
 AA7214
 AA7214                          STATION RECOVERY (2003)
 AA7214
 AA7214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (DSK)
 AA7214'RECOVERED IN GOOD CONDITION.
 AA7214
 AA7214                          STATION RECOVERY (2005)
 AA7214
 AA7214'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2005 (WM)
 AA7214'RECOVERED IN GOOD CONDITION.
 AA7214
 AA7214                          STATION RECOVERY (2005)
 AA7214
 AA7214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (KMH)
 AA7214'BULKHEAD AT MONUMENT SETTING IN POOR CONDITION.  SUBSIDENCE INDICATED.
 AA7214' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7215 ***********************************************************************
 AA7215  DESIGNATION -  853 6935 A TIDAL
 AA7215  PID         -  AA7215
 AA7215  STATE/COUNTY-  NJ/CUMBERLAND
 AA7215  USGS QUAD   -  FORTESCUE (1992)
 AA7215
 AA7215                         *CURRENT SURVEY CONTROL
 AA7215  ___________________________________________________________________
 AA7215* NAD 83(1996)-  39 14 57.26012(N)    075 07 42.20334(W)     ADJUSTED  
 AA7215* NAVD 88     -         1.3    (meters)       4.     (feet)  GPS OBS   
 AA7215  ___________________________________________________________________
 AA7215  X           -   1,269,369.697 (meters)                     COMP
 AA7215  Y           -  -4,780,172.684 (meters)                     COMP
 AA7215  Z           -   4,013,761.751 (meters)                     COMP
 AA7215  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 AA7215  ELLIP HEIGHT-         -33.09  (meters)          (10/23/02) GPS OBS
 AA7215  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 AA7215
 AA7215  HORZ ORDER  -  FIRST
 AA7215  ELLP ORDER  -  FOURTH    CLASS I
 AA7215
 AA7215.The horizontal coordinates were established by GPS observations
 AA7215.and adjusted by the National Geodetic Survey in May 1999..
 AA7215
 AA7215.The orthometric height was determined by GPS observations and a
 AA7215.high-resolution geoid model.
 AA7215
 AA7215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7215
 AA7215.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7215
 AA7215.The ellipsoidal height was determined by GPS observations
 AA7215.and is referenced to NAD 83.
 AA7215
 AA7215.The geoid height was determined by GEOID03.
 AA7215
 AA7215;                    North         East     Units Scale Factor Converg.
 AA7215;SPC NJ       -    46,355.856    95,761.547   MT  0.99993621   -0 23 51.3
 AA7215;SPC NJ       -   152,085.84    314,177.68   sFT  0.99993621   -0 23 51.3
 AA7215;UTM  18      - 4,344,443.340   488,921.608   MT  0.99960151   -0 04 52.4
 AA7215
 AA7215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7215!SPC NJ       -   1.00000519  x   0.99993621  =   0.99994140
 AA7215!UTM  18      -   1.00000519  x   0.99960151  =   0.99960670
 AA7215
 AA7215                          SUPERSEDED SURVEY CONTROL
 AA7215
 AA7215  ELLIP H (05/14/99)  -33.10   (m)                       GP(       ) 4 1
 AA7215  NAD 83(1992)-  39 14 57.25973(N)    075 07 42.20300(W) AD(       ) 1
 AA7215  ELLIP H (08/04/95)  -33.15   (m)                       GP(       ) 3 1
 AA7215
 AA7215.Superseded values are not recommended for survey control.
 AA7215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7215.See file dsdata.txt to determine how the superseded data were derived.
 AA7215
 AA7215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8892244443(NAD 83)
 AA7215_MARKER: DJ = TIDAL STATION DISK
 AA7215_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AA7215_STAMPING: 6935 A 1977
 AA7215_MARK LOGO: NOS   
 AA7215_PROJECTION: PROJECTING 2 CENTIMETERS
 AA7215_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7215+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1994
 AA7215_ROD/PIPE-DEPTH: 16.1 meters
 AA7215
 AA7215  HISTORY     - Date     Condition        Report By
 AA7215  HISTORY     - 1977     MONUMENTED       PORTER
 AA7215  HISTORY     - 19940831 GOOD             NJGS
 AA7215
 AA7215                          STATION DESCRIPTION
 AA7215
 AA7215'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 AA7215'THE STATION IS LOCATED IN DOWNE TOWNSHIP ON THE NORTHWEST SIDE OF
 AA7215'TURKEY POINT ROAD, JUST NORTHEAST OF THE BRIDGE CARRYING TURKEY POINT
 AA7215'ROAD OVER WEIR CREEK.  TO REACH THE STATION FROM THE BRIDGE CARRYING
 AA7215'MAIN STREET, COUNTY ROAD 553, OVER DIVIDING CREEK IN DIVIDING CREEK,
 AA7215'GO NORTHWEST ON COUNTY ROAD 553 FOR 0.3 MI (0.5 KM) TO THE TEE
 AA7215'INTERSECTION WITH MAPLE AVENUE ON THE LEFT.  TURN LEFT AND GO WEST ON
 AA7215'MAPLE AVENUE FOR 1.0 MI (1.6 KM) TO THE TEE JUNCTION WITH GANDY ROAD
 AA7215'ON THE LEFT.  CONTINUE WEST THEN SOUTH FOR 0.3 MI (0.5 KM) TO THE TEE
 AA7215'JUNCTION WITH TURKEY POINT ROAD ON THE RIGHT.  MAPLE AVENUE BECOMES
 AA7215'TURKEY POINT ROAD AT THIS POINT. CONTINUE WEST ON TURKEY POINT ROAD
 AA7215'FOR 1.05 MI (1.69 KM) TO THE BRIDGE OVER WEIR CREEK AND THE STATION ON
 AA7215'THE RIGHT.  THE STATION IS 4.0 M (13.1 FT) NORTHWEST FROM THE
 AA7215'CENTERLINE OF TURKEY POINT ROAD, 10.6 M (34.8 FT) NORTH FROM THE
 AA7215'CENTER OF THE ROAD AT THE NORTHWEST END OF THE BRIDGE, 4.4 M (14.4 FT)
 AA7215'NORTHEAST FROM THE NORTHEAST END PILE OF THE NORTHEAST WINGWALL, 7.6 M
 AA7215'(24.9 FT) NORTH NORTHEAST FROM A METAL POST AT THE NORTHEAST END OF
 AA7215'THE BRIDGE AND 11.1 M (36.4 FT) NORTH FROM A METAL POST AT THE
 AA7215'SOUTHEAST END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7216 ***********************************************************************
 AA7216  DESIGNATION -  853 6999 A TIDAL
 AA7216  PID         -  AA7216
 AA7216  STATE/COUNTY-  NJ/CUMBERLAND
 AA7216  USGS QUAD   -  DIVIDING CREEK (1986)
 AA7216
 AA7216                         *CURRENT SURVEY CONTROL
 AA7216  ___________________________________________________________________
 AA7216* NAD 83(1996)-  39 15 59.45197(N)    075 05 44.19274(W)     ADJUSTED  
 AA7216* NAVD 88     -         0.7    (meters)       2.     (feet)  GPS OBS   
 AA7216  ___________________________________________________________________
 AA7216  X           -   1,271,792.104 (meters)                     COMP
 AA7216  Y           -  -4,778,272.414 (meters)                     COMP
 AA7216  Z           -   4,015,246.482 (meters)                     COMP
 AA7216  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 AA7216  ELLIP HEIGHT-         -33.61  (meters)          (10/23/02) GPS OBS
 AA7216  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 AA7216
 AA7216  HORZ ORDER  -  FIRST
 AA7216  ELLP ORDER  -  FOURTH    CLASS I
 AA7216
 AA7216.The horizontal coordinates were established by GPS observations
 AA7216.and adjusted by the National Geodetic Survey in May 1999..
 AA7216
 AA7216.The orthometric height was determined by GPS observations and a
 AA7216.high-resolution geoid model.
 AA7216
 AA7216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7216
 AA7216.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7216
 AA7216.The ellipsoidal height was determined by GPS observations
 AA7216.and is referenced to NAD 83.
 AA7216
 AA7216.The geoid height was determined by GEOID03.
 AA7216
 AA7216;                    North         East     Units Scale Factor Converg.
 AA7216;SPC NJ       -    48,254.498    98,603.599   MT  0.99993251   -0 22 37.2
 AA7216;SPC NJ       -   158,314.97    323,501.97   sFT  0.99993251   -0 22 37.2
 AA7216;UTM  18      - 4,346,357.010   491,752.188   MT  0.99960084   -0 03 37.8
 AA7216
 AA7216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7216!SPC NJ       -   1.00000527  x   0.99993251  =   0.99993778
 AA7216!UTM  18      -   1.00000527  x   0.99960084  =   0.99960611
 AA7216
 AA7216                          SUPERSEDED SURVEY CONTROL
 AA7216
 AA7216  ELLIP H (05/14/99)  -33.62   (m)                       GP(       ) 4 1
 AA7216  NAD 83(1992)-  39 15 59.45157(N)    075 05 44.19240(W) AD(       ) 1
 AA7216  ELLIP H (08/04/95)  -33.67   (m)                       GP(       ) 3 1
 AA7216
 AA7216.Superseded values are not recommended for survey control.
 AA7216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7216.See file dsdata.txt to determine how the superseded data were derived.
 AA7216
 AA7216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9175246357(NAD 83)
 AA7216_MARKER: DJ = TIDAL STATION DISK
 AA7216_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AA7216_STAMPING: 6999 A 1977
 AA7216_MARK LOGO: NOS   
 AA7216_PROJECTION: FLUSH
 AA7216_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7216+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 AA7216_ROD/PIPE-DEPTH: 16.1 meters
 AA7216
 AA7216  HISTORY     - Date     Condition        Report By
 AA7216  HISTORY     - 1977     MONUMENTED       PORTER
 AA7216  HISTORY     - 19940831 GOOD             NJGS
 AA7216  HISTORY     - 20050920 GOOD             NJDEP
 AA7216
 AA7216                          STATION DESCRIPTION
 AA7216
 AA7216'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 AA7216'THE STATION IS LOCATED IN DOWNE TOWNSHIP IN DIVIDING CREEK ON THE
 AA7216'SOUTH SIDE OF MAIN STREET, COUNTY ROAD 553 ON THE PROPERTY OF MR.
 AA7216'HARRY LEVENKNIGHT, BOX 88, MAIN STREET, DIVIDING CREEK, NEW JERSEY
 AA7216'08315, PHONE  609 785 0951.  TO REACH THE STATION FROM THE TEE
 AA7216'INTERSECTION OF COUNTY ROAD 555 AND COUNTY ROAD 553 IN DIVIDING CREEK,
 AA7216'GO SOUTHEAST ON COUNTY ROAD 553 FOR 0.15 MI (0.24 KM) TO THE BRIDGE
 AA7216'OVER DIVIDING CREEK,  CONTINUE AHEAD FOR ABOUT 50 M (164.0 FT) TO THE
 AA7216'DRIVEWAY LEADING INTO THE LEVENKNIGHT PROPERTY. TURN RIGHT AND GO
 AA7216'SOUTH SOUTHWEST FOR ABOUT 50 M (164.0 FT) TO THE STATION AHEAD ON THE
 AA7216'RIGHT, SET FLUSH WITH THE GROUND, JUST NORTHWEST FROM A WOODEN DOCK.
 AA7216'THE STATION IS ALSO SOUTHEAST FROM AND NEXT TO THE PROPERTY BELONGING
 AA7216'TO THE DIVIDING CREEK MARINA.
 AA7216
 AA7216                          STATION RECOVERY (2005)
 AA7216
 AA7216'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2005 (WM)
 AA7216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AS5706 ***********************************************************************
 AS5706  DESIGNATION -  853 7052 C
 AS5706  PID         -  AS5706
 AS5706  STATE/COUNTY-  NJ/CUMBERLAND
 AS5706  USGS QUAD   -  CEDARVILLE (1992)
 AS5706
 AS5706                         *CURRENT SURVEY CONTROL
 AS5706  ___________________________________________________________________
 AS5706* NAD 83(1996)-  39 16 58.11563(N)    075 14 08.70019(W)     ADJUSTED  
 AS5706* NAVD 88     -         0.8    (meters)       3.     (feet)  GPS OBS   
 AS5706  ___________________________________________________________________
 AS5706  X           -   1,259,809.217 (meters)                     COMP
 AS5706  Y           -  -4,780,261.538 (meters)                     COMP
 AS5706  Z           -   4,016,647.089 (meters)                     COMP
 AS5706  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 AS5706  ELLIP HEIGHT-         -33.41  (meters)          (08/09/02) GPS OBS
 AS5706  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 AS5706
 AS5706  HORZ ORDER  -  B
 AS5706  ELLP ORDER  -  THIRD     CLASS II
 AS5706
 AS5706.The horizontal coordinates were established by GPS observations
 AS5706.and adjusted by the National Geodetic Survey in May 2002..
 AS5706
 AS5706.The orthometric height was determined by GPS observations and a
 AS5706.high-resolution geoid model.
 AS5706
 AS5706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AS5706
 AS5706.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS5706
 AS5706.The ellipsoidal height was determined by GPS observations
 AS5706.and is referenced to NAD 83.
 AS5706
 AS5706.The geoid height was determined by GEOID03.
 AS5706
 AS5706;                    North         East     Units Scale Factor Converg.
 AS5706;SPC NJ       -    50,152.413    86,525.117   MT  0.99994959   -0 27 57.1
 AS5706;SPC NJ       -   164,541.71    283,874.49   sFT  0.99994959   -0 27 57.1
 AS5706;UTM  18      - 4,348,187.550   479,667.493   MT  0.99960509   -0 08 57.4
 AS5706
 AS5706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS5706!SPC NJ       -   1.00000524  x   0.99994959  =   0.99995483
 AS5706!UTM  18      -   1.00000524  x   0.99960509  =   0.99961033
 AS5706
 AS5706                          SUPERSEDED SURVEY CONTROL
 AS5706
 AS5706  ELLIP H (05/21/02)  -33.41   (m)                       GP(       ) 1 2
 AS5706
 AS5706.Superseded values are not recommended for survey control.
 AS5706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS5706.See file dsdata.txt to determine how the superseded data were derived.
 AS5706
 AS5706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7966748188(NAD 83)
 AS5706_MARKER: I = METAL ROD
 AS5706_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AS5706+WITH SETTING: INTO GROUND
 AS5706_STAMPING: 7052 C 1984
 AS5706_MARK LOGO: NONE  
 AS5706_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS5706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS5706+STABILITY: SURFACE MOTION
 AS5706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS5706+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 AS5706
 AS5706  HISTORY     - Date     Condition        Report By
 AS5706  HISTORY     - 1984     MONUMENTED       NOS
 AS5706  HISTORY     - 20010606 GOOD             NGS
 AS5706
 AS5706                          STATION DESCRIPTION
 AS5706
 AS5706'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001
 AS5706'THE BENCH MARK IS ON THE EAST SIDE OF MONEY ISLAND ROAD, 275 FEET
 AS5706'(84 M) NORTH OF BENCH 7052 D 1984, 142 FEET (43M) NW OF UTILITY POLE
 AS5706'99 1/2 (DISK B43393), 51.3 FEET (15.6 M) SE OF UTILITY POLE
 AS5706'BT-L-318-100, 22.4 FEET (6.8 M) EAST OF THE CENTERLINE OF THE MONEY
 AS5706'ISLAND ROAD, AND 0.6 FEET (0.2 M) WEST OF AN ORANGE FILBERGLASS
 AS5706'WITNESS POST. THE BENCH MARK IS CRIMPED TO A STAINLESS STEEL ROD
 AS5706'DRIVEN 39 FEET (12M) TO REFUSAL.
 AS5706'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2298 ***********************************************************************
 JU2298  DESIGNATION -  853 7059 A TIDAL
 JU2298  PID         -  JU2298
 JU2298  STATE/COUNTY-  NJ/CUMBERLAND
 JU2298  USGS QUAD   -  PORT ELIZABETH (1994)
 JU2298
 JU2298                         *CURRENT SURVEY CONTROL
 JU2298  ___________________________________________________________________
 JU2298* NAD 83(1986)-  39 17 09.     (N)    074 59 29.     (W)     SCALED    
 JU2298* NAVD 88     -         2.116  (meters)       6.94   (feet)  ADJUSTED  
 JU2298  ___________________________________________________________________
 JU2298  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JU2298  DYNAMIC HT  -           2.115 (meters)       6.94  (feet)  COMP
 JU2298  MODELED GRAV-     980,104.3   (mgal)                       NAVD 88
 JU2298
 JU2298  VERT ORDER  -  FIRST     CLASS II
 JU2298
 JU2298.The horizontal coordinates were scaled from a topographic map and have
 JU2298.an estimated accuracy of +/- 6 seconds.
 JU2298
 JU2298.The orthometric height was determined by differential leveling
 JU2298.and adjusted by the National Geodetic Survey in June 1991..
 JU2298
 JU2298.The geoid height was determined by GEOID03.
 JU2298
 JU2298.The dynamic height is computed by dividing the NAVD 88
 JU2298.geopotential number by the normal gravity value computed on the
 JU2298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2298.degrees latitude (g = 980.6199 gals.).
 JU2298
 JU2298.The modeled gravity was interpolated from observed gravity values.
 JU2298
 JU2298;                    North         East    Units  Estimated Accuracy
 JU2298;SPC NJ       -    50,350.      107,610.      MT  (+/- 180 meters Scaled)
 JU2298
 JU2298                          SUPERSEDED SURVEY CONTROL
 JU2298
 JU2298  NGVD 29 (01/10/92)    2.468  (m)            8.10   (f) ADJUSTED    1 2
 JU2298
 JU2298.Superseded values are not recommended for survey control.
 JU2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2298.See file dsdata.txt to determine how the superseded data were derived.
 JU2298
 JU2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ007484(NAD 83)
 JU2298_MARKER: DJ = TIDAL STATION DISK
 JU2298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU2298_SP_SET: SMALL BRIDGE ABUTMENT
 JU2298_STAMPING: 7059 A 1977
 JU2298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2298
 JU2298  HISTORY     - Date     Condition        Report By
 JU2298  HISTORY     - 1977     MONUMENTED       NOS
 JU2298  HISTORY     - 1979     GOOD             NGS
 JU2298  HISTORY     - 19950129 MARK NOT FOUND   USPSQD
 JU2298  HISTORY     - 19970719 MARK NOT FOUND   USPSQD
 JU2298  HISTORY     - 20050913 MARK NOT FOUND   NJDEP
 JU2298
 JU2298                          STATION DESCRIPTION
 JU2298
 JU2298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2298'IN MAURICETOWN.
 JU2298'0.1 MILE EAST ALONG HIGH STREET FROM ITS INTERSECTION WITH COUNTY
 JU2298'ROUTE 548 AND FRONT STREET, AT MAURICETOWN TO THE EAST END OF HIGH
 JU2298'STREET AT THE MAURICE RIVER, SET IN THE TOP OF THE NORTHWEST STONE AND
 JU2298'CONCRETE ABUTMENT OF THE FORMER BRIDGE OVER MAURICE RIVER, 39.1 FEET
 JU2298'EAST OF THE METAL GUARD RAIL ACROSS HIGH STREET, 34.8 FEET NORTH OF
 JU2298'WOOD UTILITY POLE NUMBER 6242 AND SET 2 FEET BELOW STREET LEVEL.
 JU2298'THE MARK IS 2 FT BELOW STREET.
 JU2298
 JU2298                          STATION RECOVERY (1995)
 JU2298
 JU2298'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2298'MARK NOT FOUND.
 JU2298
 JU2298                          STATION RECOVERY (1997)
 JU2298
 JU2298'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2298'MARK NOT FOUND.
 JU2298
 JU2298                          STATION RECOVERY (2005)
 JU2298
 JU2298'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2005 (WM)
 JU2298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2297 ***********************************************************************
 JU2297  DESIGNATION -  853 7059 B TIDAL
 JU2297  PID         -  JU2297
 JU2297  STATE/COUNTY-  NJ/CUMBERLAND
 JU2297  USGS QUAD   -  PORT ELIZABETH (1994)
 JU2297
 JU2297                         *CURRENT SURVEY CONTROL
 JU2297  ___________________________________________________________________
 JU2297* NAD 83(1996)-  39 17 09.00888(N)    074 59 33.23896(W)     ADJUSTED  
 JU2297* NAVD 88     -         3.170  (meters)      10.40   (feet)  ADJUSTED  
 JU2297  ___________________________________________________________________
 JU2297  X           -   1,280,032.321 (meters)                     COMP
 JU2297  Y           -  -4,774,667.688 (meters)                     COMP
 JU2297  Z           -   4,016,908.564 (meters)                     COMP
 JU2297  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 JU2297  ELLIP HEIGHT-         -31.11  (meters)          (10/23/02) GPS OBS
 JU2297  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 JU2297  DYNAMIC HT  -           3.168 (meters)      10.39  (feet)  COMP
 JU2297  MODELED GRAV-     980,104.3   (mgal)                       NAVD 88
 JU2297
 JU2297  HORZ ORDER  -  FIRST
 JU2297  VERT ORDER  -  FIRST     CLASS II
 JU2297  ELLP ORDER  -  FOURTH    CLASS I
 JU2297
 JU2297.The horizontal coordinates were established by GPS observations
 JU2297.and adjusted by the National Geodetic Survey in May 1999..
 JU2297
 JU2297.The orthometric height was determined by differential leveling
 JU2297.and adjusted by the National Geodetic Survey in June 1991..
 JU2297
 JU2297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2297
 JU2297.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2297
 JU2297.The ellipsoidal height was determined by GPS observations
 JU2297.and is referenced to NAD 83.
 JU2297
 JU2297.The geoid height was determined by GEOID03.
 JU2297
 JU2297.The dynamic height is computed by dividing the NAVD 88
 JU2297.geopotential number by the normal gravity value computed on the
 JU2297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2297.degrees latitude (g = 980.6199 gals.).
 JU2297
 JU2297.The modeled gravity was interpolated from observed gravity values.
 JU2297
 JU2297;                    North         East     Units Scale Factor Converg.
 JU2297;SPC NJ       -    50,345.927   107,507.101   MT  0.99992223   -0 18 42.8
 JU2297;SPC NJ       -   165,176.60    352,712.88   sFT  0.99992223   -0 18 42.8
 JU2297;UTM  18      - 4,348,496.895   500,641.092   MT  0.99960001   +0 00 16.9
 JU2297
 JU2297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2297!SPC NJ       -   1.00000488  x   0.99992223  =   0.99992711
 JU2297!UTM  18      -   1.00000488  x   0.99960001  =   0.99960489
 JU2297
 JU2297                          SUPERSEDED SURVEY CONTROL
 JU2297
 JU2297  ELLIP H (05/14/99)  -31.12   (m)                       GP(       ) 4 1
 JU2297  NAD 83(1992)-  39 17 09.00837(N)    074 59 33.23853(W) AD(       ) 1
 JU2297  ELLIP H (08/04/95)  -31.17   (m)                       GP(       ) 3 1
 JU2297  NAVD 88 (08/04/95)    3.17   (m)           10.4    (f) LEVELING    3  
 JU2297  NGVD 29 (01/10/92)    3.522  (m)           11.56   (f) ADJUSTED    1 2
 JU2297
 JU2297.Superseded values are not recommended for survey control.
 JU2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2297.See file dsdata.txt to determine how the superseded data were derived.
 JU2297
 JU2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0064148497(NAD 83)
 JU2297_MARKER: DJ = TIDAL STATION DISK
 JU2297_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2297_SP_SET: GALVANIZED STEEL ROD
 JU2297_STAMPING: 7059 B 1977
 JU2297_MARK LOGO: NOS   
 JU2297_PROJECTION: RECESSED 5 CENTIMETERS
 JU2297_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2297+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1998
 JU2297_ROD/PIPE-DEPTH: 15.2 meters
 JU2297
 JU2297  HISTORY     - Date     Condition        Report By
 JU2297  HISTORY     - 1977     MONUMENTED       PORTER
 JU2297  HISTORY     - 1979     GOOD             NGS
 JU2297  HISTORY     - 19940831 GOOD             NJGS
 JU2297  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 JU2297  HISTORY     - 19970719 GOOD             USPSQD
 JU2297  HISTORY     - 19980218 GOOD             NJGS
 JU2297  HISTORY     - 20050913 GOOD             NJDEP
 JU2297
 JU2297                          STATION DESCRIPTION
 JU2297
 JU2297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2297'IN MAURICETOWN.
 JU2297'250 FEET EAST ALONG HIGH STREET FROM ITS INTERSECTION WITH COUNTY
 JU2297'ROUTE 548 AND FRONT STREET, AT MAURICETOWN, ON THE SOUTH SIDE OF
 JU2297'HIGH STREET, 205.1 FEET WEST OF TIDAL MARK 7059 A, 49.4 FEET WEST OF
 JU2297'THE NORTHEAST CORNER OF A 12 INCH WIDE CONCRETE WALL, 3.6 FEET NORTH
 JU2297'OF SAID CONCRETE WALL, 115.2 FEET EAST OF WOOD UTILITY POLE NUMBER
 JU2297'5683, AND 10 FEET SOUTH OF THE SOUTH CURB OF HIGH STREET.
 JU2297'THE MARK IS ABOVE LEVEL WITH STREET.
 JU2297
 JU2297                          STATION RECOVERY (1994)
 JU2297
 JU2297'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 JU2297'THE STATION IS LOCATED IN COMMERCIAL TOWNSHIP ON THE SOUTH SIDE OF
 JU2297'HIGH STREET, COUNTY ROAD 691, IN MAURICETOWN.  TO REACH THE STATION
 JU2297'FROM THE INTERSECTION OF STATE ROUTE 47 AND STATION ROAD, GO WEST ON
 JU2297'STATION ROAD FOR 1.15 MI (1.85 KM) TO THE CENTER OF THE BRIDGE
 JU2297'CROSSING THE MAURICE RIVER.  CONTINUE AHEAD FOR 0.35 MI (0.56 KM) TO
 JU2297'THE CROSSROADS INTERSECTION WITH BUCKSHUTEM ROAD, COUNTY ROAD 670, AT
 JU2297'A BLINKING YELLOW TRAFFIC LIGHT.  TURN LEFT AND GO SOUTH ON BUCKSHUTEM
 JU2297'ROAD FOR 0.2 MI (0.3 KM) TO THE INTERSECTION WITH HIGH STREET.  TURN
 JU2297'LEFT AND GO EAST ON HIGH STREET ABOUT 75 M (246.1 FT) TO THE STATION
 JU2297'ON THE RIGHT, JUST WEST OF THE MAURICE RIVER PARK AT THE END OF HIGH
 JU2297'STREET.  THE STATION IS 1.1 M (3.6 FT) NORTH FROM THE SOUTH FACE OF A
 JU2297'1.25 M (4.10 FT) HIGH CONCRETE WALL, 3.0 M (9.8 FT) SOUTH FROM THE
 JU2297'SOUTH CURBLINE OF HIGH STREET, 8.4 M (27.6 FT) SOUTH FROM THE
 JU2297'CENTERLINE OF HIGH STREET, 18.8 M (61.7 FT) WEST SOUTHWEST FROM GUY
 JU2297'POLE NUMBER BT 56B 2 CD, 15.1 M (49.5 FT) WEST NORTHWEST FROM THE
 JU2297'NORTHEAST CORNER OF THE CONCRETE WALL AND 35.5 M (116.5 FT) SOUTHEAST
 JU2297'FROM POLE NUMBER 56B3.  THE STATION IS RECESSED ABOUT 0.1 M (0.3 FT)
 JU2297'BELOW THE GROUND IN A 0.1 M (0.3 FT) DIAMETER WHITE PLASTIC PIPE,
 JU2297'WHICH IS SET FLUSH WITH THE GROUND.
 JU2297
 JU2297                          STATION RECOVERY (1995)
 JU2297
 JU2297'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2297'MARK NOT FOUND.
 JU2297
 JU2297                          STATION RECOVERY (1997)
 JU2297
 JU2297'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2297'RECOVERED IN GOOD CONDITION.
 JU2297
 JU2297                          STATION RECOVERY (1998)
 JU2297
 JU2297'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (JVS)
 JU2297'RECOVERED AS DESCRIBED.
 JU2297
 JU2297                          STATION RECOVERY (2005)
 JU2297
 JU2297'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2005 (WM)
 JU2297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2294 ***********************************************************************
 JU2294  DESIGNATION -  853 7059 C TIDAL
 JU2294  PID         -  JU2294
 JU2294  STATE/COUNTY-  NJ/CUMBERLAND
 JU2294  USGS QUAD   -  PORT ELIZABETH (1994)
 JU2294
 JU2294                         *CURRENT SURVEY CONTROL
 JU2294  ___________________________________________________________________
 JU2294* NAD 83(1986)-  39 17 08.     (N)    074 59 36.     (W)     SCALED    
 JU2294* NAVD 88     -         4.328  (meters)      14.20   (feet)  ADJUSTED  
 JU2294  ___________________________________________________________________
 JU2294  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JU2294  DYNAMIC HT  -           4.325 (meters)      14.19  (feet)  COMP
 JU2294  MODELED GRAV-     980,104.3   (mgal)                       NAVD 88
 JU2294
 JU2294  VERT ORDER  -  FIRST     CLASS II
 JU2294
 JU2294.The horizontal coordinates were scaled from a topographic map and have
 JU2294.an estimated accuracy of +/- 6 seconds.
 JU2294
 JU2294.The orthometric height was determined by differential leveling
 JU2294.and adjusted by the National Geodetic Survey in June 1991..
 JU2294
 JU2294.The geoid height was determined by GEOID03.
 JU2294
 JU2294.The dynamic height is computed by dividing the NAVD 88
 JU2294.geopotential number by the normal gravity value computed on the
 JU2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2294.degrees latitude (g = 980.6199 gals.).
 JU2294
 JU2294.The modeled gravity was interpolated from observed gravity values.
 JU2294
 JU2294;                    North         East    Units  Estimated Accuracy
 JU2294;SPC NJ       -    50,320.      107,440.      MT  (+/- 180 meters Scaled)
 JU2294
 JU2294                          SUPERSEDED SURVEY CONTROL
 JU2294
 JU2294  NGVD 29 (01/10/92)    4.680  (m)           15.35   (f) ADJUSTED    1 2
 JU2294
 JU2294.Superseded values are not recommended for survey control.
 JU2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2294.See file dsdata.txt to determine how the superseded data were derived.
 JU2294
 JU2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ005484(NAD 83)
 JU2294_MARKER: DJ = TIDAL STATION DISK
 JU2294_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2294_SP_SET: GALVANIZED STEEL ROD
 JU2294_STAMPING: 7059 C 1978
 JU2294_MARK LOGO: NOS   
 JU2294_PROJECTION: FLUSH
 JU2294_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2294+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1998
 JU2294_ROD/PIPE-DEPTH: 15.2 meters
 JU2294
 JU2294  HISTORY     - Date     Condition        Report By
 JU2294  HISTORY     - 1978     MONUMENTED       NOS
 JU2294  HISTORY     - 1979     GOOD             NGS
 JU2294  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 JU2294  HISTORY     - 19970719 MARK NOT FOUND   USPSQD
 JU2294  HISTORY     - 19980218 GOOD             NJGS
 JU2294  HISTORY     - 20050913 GOOD             NJDEP
 JU2294
 JU2294                          STATION DESCRIPTION
 JU2294
 JU2294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2294'IN MAURICETOWN.
 JU2294'IN MAURICETOWN, AT THE WEST CORNER OF THE JUNCTION OF HIGH STREET
 JU2294'AND FRONT STREET, 25.3 FEET SOUTH OF THE CENTER LINE OF HIGH STREET,
 JU2294'97.0 FEET WEST OF THE WEST CURB OF FRONT STREET, 20.0 FEET SOUTHWEST
 JU2294'OF POWR POLE BT 190 CD.
 JU2294'THE MARK IS ABOVE LEVEL WITH STREET.
 JU2294
 JU2294                          STATION RECOVERY (1995)
 JU2294
 JU2294'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2294'MARK NOT FOUND.
 JU2294
 JU2294                          STATION RECOVERY (1997)
 JU2294
 JU2294'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2294'MARK NOT FOUND.
 JU2294
 JU2294                          STATION RECOVERY (1998)
 JU2294
 JU2294'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (JVS)
 JU2294'RECOVERED AS DESCRIBED.
 JU2294
 JU2294                          STATION RECOVERY (2005)
 JU2294
 JU2294'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2005 (WM)
 JU2294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2295 ***********************************************************************
 JU2295  DESIGNATION -  853 7059 D TIDAL
 JU2295  PID         -  JU2295
 JU2295  STATE/COUNTY-  NJ/CUMBERLAND
 JU2295  USGS QUAD   -  PORT ELIZABETH (1994)
 JU2295
 JU2295                         *CURRENT SURVEY CONTROL
 JU2295  ___________________________________________________________________
 JU2295* NAD 83(1986)-  39 17 06.     (N)    074 59 36.     (W)     SCALED    
 JU2295* NAVD 88     -         5.402  (meters)      17.72   (feet)  ADJUSTED  
 JU2295  ___________________________________________________________________
 JU2295  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JU2295  DYNAMIC HT  -           5.399 (meters)      17.71  (feet)  COMP
 JU2295  MODELED GRAV-     980,104.2   (mgal)                       NAVD 88
 JU2295
 JU2295  VERT ORDER  -  FIRST     CLASS II
 JU2295
 JU2295.The horizontal coordinates were scaled from a topographic map and have
 JU2295.an estimated accuracy of +/- 6 seconds.
 JU2295
 JU2295.The orthometric height was determined by differential leveling
 JU2295.and adjusted by the National Geodetic Survey in June 1991..
 JU2295
 JU2295.The geoid height was determined by GEOID03.
 JU2295
 JU2295.The dynamic height is computed by dividing the NAVD 88
 JU2295.geopotential number by the normal gravity value computed on the
 JU2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2295.degrees latitude (g = 980.6199 gals.).
 JU2295
 JU2295.The modeled gravity was interpolated from observed gravity values.
 JU2295
 JU2295;                    North         East    Units  Estimated Accuracy
 JU2295;SPC NJ       -    50,250.      107,440.      MT  (+/- 180 meters Scaled)
 JU2295
 JU2295                          SUPERSEDED SURVEY CONTROL
 JU2295
 JU2295  NGVD 29 (01/10/92)    5.755  (m)           18.88   (f) ADJUSTED    1 2
 JU2295
 JU2295.Superseded values are not recommended for survey control.
 JU2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2295.See file dsdata.txt to determine how the superseded data were derived.
 JU2295
 JU2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ005484(NAD 83)
 JU2295_MARKER: DJ = TIDAL STATION DISK
 JU2295_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2295_SP_SET: GALVANIZED STEEL ROD
 JU2295_STAMPING: 7059 D 1978
 JU2295_MARK LOGO: NOS   
 JU2295_PROJECTION: RECESSED 5 CENTIMETERS
 JU2295_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2295+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1998
 JU2295_ROD/PIPE-DEPTH: 15.2 meters
 JU2295
 JU2295  HISTORY     - Date     Condition        Report By
 JU2295  HISTORY     - 1978     MONUMENTED       NOS
 JU2295  HISTORY     - 1979     GOOD             NGS
 JU2295  HISTORY     - 19950129 GOOD             USPSQD
 JU2295  HISTORY     - 19970719 GOOD             USPSQD
 JU2295  HISTORY     - 19981112 GOOD             NJGS
 JU2295  HISTORY     - 20050913 GOOD             NJDEP
 JU2295
 JU2295                          STATION DESCRIPTION
 JU2295
 JU2295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2295'IN MAURICETOWN.
 JU2295'IN MAURICETOWN, ON THE EAST SIDE OF STABLE LANE, APPROXIMATELY 350
 JU2295'FEET SOUTH OF THE CENTER LINE OF HIGH STREET, THE MARK IS A STANDARD
 JU2295'NOS BENCH MARK DISK STAMPED 7059 D 1977, SET ON TOP OF A 5/8 INCH
 JU2295'DIAM. GALVANIZED STEEL ROD DRIVEN 50 FEET, 11 FEET EAST OF THE CENTER
 JU2295'LINE OF STABLE LANE, 27.2 FEET SOUTHEAST OF WOOD UTILITY POLE
 JU2295'NUMBER B 54139, 11.1 FEET NORTH OF A WOOD LIGHT POLE, 34.3 FEET
 JU2295'NORTH OF A PAVED ALLEY, AND SET 2 INCHES BELOW GRADE.
 JU2295'THE MARK IS ABOVE LEVEL WITH STREET.
 JU2295
 JU2295                          STATION RECOVERY (1995)
 JU2295
 JU2295'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2295'RECOVERED IN GOOD CONDITION.
 JU2295
 JU2295                          STATION RECOVERY (1997)
 JU2295
 JU2295'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2295'RECOVERED IN GOOD CONDITION.
 JU2295
 JU2295                          STATION RECOVERY (1998)
 JU2295
 JU2295'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 JU2295'RECOVERED AS DESCRIBED WITH A NEW DESCRIPTION TO FOLLOW.  THE STATION
 JU2295'IS LOCATED IN COMMERCIAL TOWNSHIP IN THE COMMUNITY OF MAURICETOWN ON
 JU2295'THE EAST SIDE OF STABLE LANE.  THE STATION IS 53.1 M (174.2 FT) SOUTH
 JU2295'FROM THE CENTERLINE OF HIGHLAND STREET, ALSO KNOWN AS HIGH STREET, 8.7
 JU2295'M (28.5 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF HOUSE NUMBER 1207,
 JU2295'8.9 M (29.2 FT) EAST NORTHEAST FROM THE SOUHTEAST CORNER OF HOUSE
 JU2295'NUMBER 1207, 3.5 M (11.5 FT) NORTH NORTHWEST FROM WOOD LIGHT POLE
 JU2295'NUMBER B 7558 ACE AND 3.0 M (9.8 FT) EAST SOUTHEAST FROM THE
 JU2295'CENTERLINE OF STABLE LANE.
 JU2295
 JU2295                          STATION RECOVERY (2005)
 JU2295
 JU2295'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2005 (WM)
 JU2295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2296 ***********************************************************************
 JU2296  DESIGNATION -  853 7059 E TIDAL
 JU2296  PID         -  JU2296
 JU2296  STATE/COUNTY-  NJ/CUMBERLAND
 JU2296  USGS QUAD   -  PORT ELIZABETH (1994)
 JU2296
 JU2296                         *CURRENT SURVEY CONTROL
 JU2296  ___________________________________________________________________
 JU2296* NAD 83(1986)-  39 17 03.     (N)    074 59 36.     (W)     SCALED    
 JU2296* NAVD 88     -         4.754  (meters)      15.60   (feet)  ADJUSTED  
 JU2296  ___________________________________________________________________
 JU2296  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JU2296  DYNAMIC HT  -           4.752 (meters)      15.59  (feet)  COMP
 JU2296  MODELED GRAV-     980,104.0   (mgal)                       NAVD 88
 JU2296
 JU2296  VERT ORDER  -  FIRST     CLASS II
 JU2296
 JU2296.The horizontal coordinates were scaled from a topographic map and have
 JU2296.an estimated accuracy of +/- 6 seconds.
 JU2296
 JU2296.The orthometric height was determined by differential leveling
 JU2296.and adjusted by the National Geodetic Survey in March 2001..
 JU2296.No vertical observational check was made to the station.
 JU2296
 JU2296.The geoid height was determined by GEOID03.
 JU2296
 JU2296.The dynamic height is computed by dividing the NAVD 88
 JU2296.geopotential number by the normal gravity value computed on the
 JU2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2296.degrees latitude (g = 980.6199 gals.).
 JU2296
 JU2296.The modeled gravity was interpolated from observed gravity values.
 JU2296
 JU2296;                    North         East    Units  Estimated Accuracy
 JU2296;SPC NJ       -    50,160.      107,440.      MT  (+/- 180 meters Scaled)
 JU2296
 JU2296                          SUPERSEDED SURVEY CONTROL
 JU2296
 JU2296  NAVD 88 (06/15/91)    4.758  (m)           15.61   (f) UNKNOWN     1 2
 JU2296  NGVD 29 (01/10/92)    5.110  (m)           16.77   (f) ADJUSTED    1 2
 JU2296
 JU2296.Superseded values are not recommended for survey control.
 JU2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2296.See file dsdata.txt to determine how the superseded data were derived.
 JU2296
 JU2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ005483(NAD 83)
 JU2296_MARKER: DJ = TIDAL STATION DISK
 JU2296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU2296_SP_SET: STEEL TOWER FOOTING
 JU2296_STAMPING: 7059 E 1978
 JU2296_MARK LOGO: NOS   
 JU2296_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2296+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 JU2296
 JU2296  HISTORY     - Date     Condition        Report By
 JU2296  HISTORY     - 1978     MONUMENTED       NOS
 JU2296  HISTORY     - 1979     GOOD             NGS
 JU2296  HISTORY     - 19950129 GOOD             USPSQD
 JU2296  HISTORY     - 19970719 MARK NOT FOUND   USPSQD
 JU2296  HISTORY     - 19980218 GOOD             NJGS
 JU2296  HISTORY     - 20050913 GOOD             NJDEP
 JU2296
 JU2296                          STATION DESCRIPTION
 JU2296
 JU2296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2296'IN MAURICETOWN.
 JU2296'IN MAURICETOWN, ABOUT 650 FEET SOUTH OF HIGH STREET, 100.0 FEET
 JU2296'SOUTH OF THE CENTER LINE OF NOBLE STREET, IN THE NORTHWEST CONCRETE
 JU2296'FOOTING TO AN OLD STEEL LOOKOUT TOWER, 40.3 FEET NORTHEAST OF POWER
 JU2296'POLE 213-1, 23.7 FEET EAST OF THE CENTER LINE OF STABLE LANE.
 JU2296
 JU2296                          STATION RECOVERY (1995)
 JU2296
 JU2296'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2296'RECOVERED IN GOOD CONDITION.
 JU2296
 JU2296                          STATION RECOVERY (1997)
 JU2296
 JU2296'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2296'MARK NOT FOUND.
 JU2296
 JU2296                          STATION RECOVERY (1998)
 JU2296
 JU2296'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (JVS)
 JU2296'RECOVERED AS DESCRIBED.
 JU2296
 JU2296                          STATION RECOVERY (2005)
 JU2296
 JU2296'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2005 (WM)
 JU2296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7217 ***********************************************************************
 AA7217  DESIGNATION -  853 7079 A TIDAL
 AA7217  PID         -  AA7217
 AA7217  STATE/COUNTY-  NJ/CUMBERLAND
 AA7217  USGS QUAD   -  CEDARVILLE (1992)
 AA7217
 AA7217                         *CURRENT SURVEY CONTROL
 AA7217  ___________________________________________________________________
 AA7217* NAD 83(1996)-  39 17 29.68894(N)    075 11 50.27138(W)     ADJUSTED  
 AA7217* NAVD 88     -         0.989  (meters)       3.24   (feet)  ADJUSTED  
 AA7217  ___________________________________________________________________
 AA7217  X           -   1,262,859.595 (meters)                     COMP
 AA7217  Y           -  -4,778,819.071 (meters)                     COMP
 AA7217  Z           -   4,017,400.858 (meters)                     COMP
 AA7217  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 AA7217  ELLIP HEIGHT-         -33.17  (meters)          (10/23/02) GPS OBS
 AA7217  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 AA7217  DYNAMIC HT  -           0.988 (meters)       3.24  (feet)  COMP
 AA7217  MODELED GRAV-     980,106.8   (mgal)                       NAVD 88
 AA7217
 AA7217  HORZ ORDER  -  FIRST
 AA7217  VERT ORDER  -  SECOND    CLASS I
 AA7217  ELLP ORDER  -  FOURTH    CLASS I
 AA7217
 AA7217.The horizontal coordinates were established by GPS observations
 AA7217.and adjusted by the National Geodetic Survey in May 1999..
 AA7217
 AA7217.The orthometric height was determined by differential leveling
 AA7217.and adjusted by the National Geodetic Survey in October 1996..
 AA7217
 AA7217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7217
 AA7217.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7217
 AA7217.The ellipsoidal height was determined by GPS observations
 AA7217.and is referenced to NAD 83.
 AA7217
 AA7217.The geoid height was determined by GEOID03.
 AA7217
 AA7217.The dynamic height is computed by dividing the NAVD 88
 AA7217.geopotential number by the normal gravity value computed on the
 AA7217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7217.degrees latitude (g = 980.6199 gals.).
 AA7217
 AA7217.The modeled gravity was interpolated from observed gravity values.
 AA7217
 AA7217;                    North         East     Units Scale Factor Converg.
 AA7217;SPC NJ       -    51,099.755    89,850.037   MT  0.99994453   -0 26 29.7
 AA7217;SPC NJ       -   167,649.78    294,783.00   sFT  0.99994453   -0 26 29.7
 AA7217;UTM  18      - 4,349,152.920   482,985.989   MT  0.99960356   -0 07 29.8
 AA7217
 AA7217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7217!SPC NJ       -   1.00000520  x   0.99994453  =   0.99994973
 AA7217!UTM  18      -   1.00000520  x   0.99960356  =   0.99960876
 AA7217
 AA7217                          SUPERSEDED SURVEY CONTROL
 AA7217
 AA7217  ELLIP H (05/14/99)  -33.18   (m)                       GP(       ) 4 1
 AA7217  NAD 83(1992)-  39 17 29.68853(N)    075 11 50.27108(W) AD(       ) 1
 AA7217  ELLIP H (08/04/95)  -33.23   (m)                       GP(       ) 3 1
 AA7217
 AA7217.Superseded values are not recommended for survey control.
 AA7217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7217.See file dsdata.txt to determine how the superseded data were derived.
 AA7217
 AA7217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8298649153(NAD 83)
 AA7217_MARKER: DJ = TIDAL STATION DISK
 AA7217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA7217_SP_SET: CONCRETE FOUNDATION
 AA7217_STAMPING: 7079 A 1977
 AA7217_MARK LOGO: NOS   
 AA7217_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA7217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7217+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1994
 AA7217
 AA7217  HISTORY     - Date     Condition        Report By
 AA7217  HISTORY     - 1977     MONUMENTED       PORTER
 AA7217  HISTORY     - 19940831 GOOD             NJGS
 AA7217  HISTORY     - 19940902 GOOD             NJGS
 AA7217
 AA7217                          STATION DESCRIPTION
 AA7217
 AA7217'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 AA7217'THE STATION IS LOCATED IN DOWNE TOWNSHIP ON THE NORTH SIDE OF NEWPORT
 AA7217'LANDING ROAD, COUNTY ROAD 656, WITHIN THE BOUNDARY OF THE NEWPORT
 AA7217'LANDING MARINA.  TO REACH THE STATION FROM THE INTERSECTION OF
 AA7217'FORTESCUE ROAD, COUNTY ROAD 637, BAPTIST ROAD AND NEWPORT LANDING
 AA7217'ROAD, COUNTY ROAD 656 IN NEWPORT, GO WEST SOUTHWEST ON NEWPORT LANDING
 AA7217'ROAD FOR 1.1 MI (1.8 KM) TO THE END OF PAVED ROAD AT THE NEWPORT
 AA7217'LANDING MARINA AND THE STATION ON THE RIGHT, SET ABOUT 0.1 M (0.3 FT)
 AA7217'BELOW THE GROUND AT THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION FOR
 AA7217'A FORMER SIGN.  THE STATION IS 12.2 M (40.0 FT) SOUTHWEST FROM THE
 AA7217'NORTHWEST CORNER OF THE BOTTOM WOOD STEP LEADING TO THE WOOD DECK
 AA7217'SURROUNDING PATRICIAS WATER FRONT CAFE, 9.5 M (31.2 FT) SOUTH
 AA7217'SOUTHEAST FROM A WOOD LIGHT POLE WITH ELECTRIC BOX ATTACHED AT THE
 AA7217'DOCK, WEST OF THE WATERFRONT CAFE, 12.5 M (41.0 FT) NORTH FROM THE
 AA7217'CENTERLINE OF NEWPORT LANDING ROAD, 6.2 M (20.3 FT) NORTH NORTHEAST
 AA7217'FROM THE NORTH WOOD POST OF THE SIGN FOR THE NEWPORT LANDING MARINA,
 AA7217'38.7 M (127.0 FT) NORTHWEST FROM POLE NUMBER B 46024 ON THE SOUTH SIDE
 AA7217'OF NEWPORT LANDING ROAD AND 0.8 M (2.6 FT) NORTHWEST FROM THE
 AA7217'NORTHWEST CORNER OF ASPHALT PAVING FOR A FORMER PARKING LOT.
 AA7217
 AA7217                          STATION RECOVERY (1994)
 AA7217
 AA7217'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 AA7217'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA8553 ***********************************************************************
 AA8553  DESIGNATION -  853 7079 C TIDAL
 AA8553  PID         -  AA8553
 AA8553  STATE/COUNTY-  NJ/CUMBERLAND
 AA8553  USGS QUAD   -  CEDARVILLE (1992)
 AA8553
 AA8553                         *CURRENT SURVEY CONTROL
 AA8553  ___________________________________________________________________
 AA8553* NAD 83(1986)-  39 17 28.     (N)    075 11 46.     (W)     SCALED    
 AA8553* NAVD 88     -         1.216  (meters)       3.99   (feet)  ADJUSTED  
 AA8553  ___________________________________________________________________
 AA8553  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 AA8553  DYNAMIC HT  -           1.215 (meters)       3.99  (feet)  COMP
 AA8553  MODELED GRAV-     980,106.7   (mgal)                       NAVD 88
 AA8553
 AA8553  VERT ORDER  -  SECOND    CLASS I
 AA8553
 AA8553.The horizontal coordinates were scaled from a topographic map and have
 AA8553.an estimated accuracy of +/- 6 seconds.
 AA8553
 AA8553.The orthometric height was determined by differential leveling
 AA8553.and adjusted by the National Geodetic Survey in October 1996..
 AA8553
 AA8553.The geoid height was determined by GEOID03.
 AA8553
 AA8553.The dynamic height is computed by dividing the NAVD 88
 AA8553.geopotential number by the normal gravity value computed on the
 AA8553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8553.degrees latitude (g = 980.6199 gals.).
 AA8553
 AA8553.The modeled gravity was interpolated from observed gravity values.
 AA8553
 AA8553;                    North         East    Units  Estimated Accuracy
 AA8553;SPC NJ       -    51,050.       89,950.      MT  (+/- 180 meters Scaled)
 AA8553
 AA8553                          SUPERSEDED SURVEY CONTROL
 AA8553
 AA8553.No superseded survey control is available for this station.
 AA8553
 AA8553_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ830491(NAD 83)
 AA8553_MARKER: DJ = TIDAL STATION DISK
 AA8553_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AA8553_STAMPING: 7079 C 1977
 AA8553_MARK LOGO: NOS   
 AA8553_PROJECTION: RECESSED 10 CENTIMETERS
 AA8553_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8553_ROD/PIPE-DEPTH: 15.2 meters
 AA8553
 AA8553  HISTORY     - Date     Condition        Report By
 AA8553  HISTORY     - 1977     MONUMENTED       NOS
 AA8553  HISTORY     - 19940323 GOOD             NJGS
 AA8553
 AA8553                          STATION DESCRIPTION
 AA8553
 AA8553'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 AA8553'APPROXIMATELY 1.4 MI (2.3 KM) SOUTHWEST ALONG NEWPORT LANDING ROAD
 AA8553'FROM ITS INTERSECTION WITH COUNTY ROUTE 553, AT NEWPORT, TO WOOD
 AA8553'UTILITY POLE NUMBER B46022, THE MARK IS A STANDARD NOS BENCH MARK DISK
 AA8553'STAMPED 7079 C 1977, SET ON TOP OF A 5/8-INCH DIAMETER GALVANIZED
 AA8553'STEEL ROD DRIVEN 50 FT, (15.2 M) 98.6 FT (30.1 M) WEST OF SAID UTILITY
 AA8553'POLE, 15.0 FT (4.6 M) SOUTH OF THE CENTERLINE OF NEWPORT LANDING ROAD,
 AA8553'18.0 FT (5.5 M) NORTHWEST OF A 12-INCH DIAMETER CEDAR TREE, 104.2 FT
 AA8553'(31.8 M) EAST OF WOOD UTIITY POLE NUMBER B46023, 228.5 FT (69.6 M)
 AA8553'SOUTHEAST OF BENCH MARK 7079 B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA8559 ***********************************************************************
 AA8559  DESIGNATION -  853 7079 D TIDAL
 AA8559  PID         -  AA8559
 AA8559  STATE/COUNTY-  NJ/CUMBERLAND
 AA8559  USGS QUAD   -  CEDARVILLE (1992)
 AA8559
 AA8559                         *CURRENT SURVEY CONTROL
 AA8559  ___________________________________________________________________
 AA8559* NAD 83(1986)-  39 17 30.     (N)    075 11 38.     (W)     SCALED    
 AA8559* NAVD 88     -         0.825  (meters)       2.71   (feet)  ADJUSTED  
 AA8559  ___________________________________________________________________
 AA8559  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 AA8559  DYNAMIC HT  -           0.824 (meters)       2.70  (feet)  COMP
 AA8559  MODELED GRAV-     980,106.8   (mgal)                       NAVD 88
 AA8559
 AA8559  VERT ORDER  -  SECOND    CLASS I
 AA8559
 AA8559.The horizontal coordinates were scaled from a topographic map and have
 AA8559.an estimated accuracy of +/- 6 seconds.
 AA8559
 AA8559.The orthometric height was determined by differential leveling
 AA8559.and adjusted by the National Geodetic Survey in October 1996..
 AA8559
 AA8559.The geoid height was determined by GEOID03.
 AA8559
 AA8559.The dynamic height is computed by dividing the NAVD 88
 AA8559.geopotential number by the normal gravity value computed on the
 AA8559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8559.degrees latitude (g = 980.6199 gals.).
 AA8559
 AA8559.The modeled gravity was interpolated from observed gravity values.
 AA8559
 AA8559;                    North         East    Units  Estimated Accuracy
 AA8559;SPC NJ       -    51,110.       90,140.      MT  (+/- 180 meters Scaled)
 AA8559
 AA8559                          SUPERSEDED SURVEY CONTROL
 AA8559
 AA8559.No superseded survey control is available for this station.
 AA8559
 AA8559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ832491(NAD 83)
 AA8559_MARKER: DJ = TIDAL STATION DISK
 AA8559_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AA8559_STAMPING: 7079 D 1977
 AA8559_MARK LOGO: NOS   
 AA8559_PROJECTION: FLUSH
 AA8559_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8559_ROD/PIPE-DEPTH: 15.2 meters
 AA8559
 AA8559  HISTORY     - Date     Condition        Report By
 AA8559  HISTORY     - 1977     MONUMENTED       NOS
 AA8559  HISTORY     - 19940323 GOOD             NJGS
 AA8559
 AA8559                          STATION DESCRIPTION
 AA8559
 AA8559'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 AA8559'APPROXIMATELY 1.35 MI (2.17 KM) SOUTHWEST ALONG NEWPORT LANDING ROAD
 AA8559'FROM ITS INTERSECTION WITH COUNTY ROUTE 553, AT NEWPORT, TO WOOD
 AA8559'UTILITY POLE NUMBER B46020, THE MARK IS A STANDARD NOS BENCH MARK DISK
 AA8559'STAMPED 7079 D 1977, SET ON TOP OF A 5/8-INCH DIAMETER GALVANIZED
 AA8559'STEEL ROD DRIVEN 50 FT (15.2 M) 72.6 FT (22.1 M) SOUTHWEST OF SAID
 AA8559'UTILITY POLE, 14.0 FT (4.3 M) SOUTH OF THE CENTERLINE OF NEWPORT
 AA8559'LANDING ROAD, 128.6 FT (39.2 M) EAST OF WOOD UTIITY POLE NUMBER
 AA8559'B46021, 328.7 FT (100.2 M) EAST OF BENCH MARK 7079 C.  NOTE--THE
 AA8559'CONCRETE COLLAR AROUND THE PLASTIC PIPE HAS BEEN BROKEN.  THE STATION
 AA8559'IS STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7218 ***********************************************************************
 AA7218  TIDAL BM    -  This is a Tidal Bench Mark.
 AA7218  DESIGNATION -  853 7101 C TIDAL
 AA7218  PID         -  AA7218
 AA7218  STATE/COUNTY-  NJ/CUMBERLAND
 AA7218  USGS QUAD   -  CEDARVILLE (1992)
 AA7218
 AA7218                         *CURRENT SURVEY CONTROL
 AA7218  ___________________________________________________________________
 AA7218* NAD 83(1996)-  39 17 47.82933(N)    075 14 50.13150(W)     ADJUSTED  
 AA7218* NAVD 88     -         1.2    (meters)       4.     (feet)  GPS OBS   
 AA7218  ___________________________________________________________________
 AA7218  X           -   1,258,601.878 (meters)                     COMP
 AA7218  Y           -  -4,779,576.020 (meters)                     COMP
 AA7218  Z           -   4,017,833.958 (meters)                     COMP
 AA7218  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 AA7218  ELLIP HEIGHT-         -32.93  (meters)          (10/23/02) GPS OBS
 AA7218  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 AA7218
 AA7218  HORZ ORDER  -  FIRST
 AA7218  ELLP ORDER  -  FOURTH    CLASS I
 AA7218
 AA7218.The horizontal coordinates were established by GPS observations
 AA7218.and adjusted by the National Geodetic Survey in May 1999..
 AA7218
 AA7218.The orthometric height was determined by GPS observations and a
 AA7218.high-resolution geoid model.
 AA7218
 AA7218.This Tidal Bench Mark is designated as VM 2796
 AA7218.by the Center for Operational Oceanographic Products and Services.
 AA7218
 AA7218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7218
 AA7218.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7218
 AA7218.The ellipsoidal height was determined by GPS observations
 AA7218.and is referenced to NAD 83.
 AA7218
 AA7218.The geoid height was determined by GEOID03.
 AA7218
 AA7218;                    North         East     Units Scale Factor Converg.
 AA7218;SPC NJ       -    51,693.551    85,544.885   MT  0.99995114   -0 28 23.8
 AA7218;SPC NJ       -   169,597.93    280,658.51   sFT  0.99995114   -0 28 23.8
 AA7218;UTM  18      - 4,349,722.717   478,679.100   MT  0.99960560   -0 09 23.8
 AA7218
 AA7218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7218!SPC NJ       -   1.00000517  x   0.99995114  =   0.99995631
 AA7218!UTM  18      -   1.00000517  x   0.99960560  =   0.99961076
 AA7218
 AA7218                          SUPERSEDED SURVEY CONTROL
 AA7218
 AA7218  ELLIP H (05/14/99)  -32.94   (m)                       GP(       ) 4 1
 AA7218  NAD 83(1992)-  39 17 47.82883(N)    075 14 50.13117(W) AD(       ) 1
 AA7218  ELLIP H (08/04/95)  -33.00   (m)                       GP(       ) 3 1
 AA7218
 AA7218.Superseded values are not recommended for survey control.
 AA7218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7218.See file dsdata.txt to determine how the superseded data were derived.
 AA7218
 AA7218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7867949723(NAD 83)
 AA7218_MARKER: DJ = TIDAL STATION DISK
 AA7218_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AA7218_STAMPING: 7101 C 1977
 AA7218_MARK LOGO: NOS   
 AA7218_PROJECTION: RECESSED 10 CENTIMETERS
 AA7218_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7218+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1994
 AA7218_ROD/PIPE-DEPTH: 12.2 meters
 AA7218
 AA7218  HISTORY     - Date     Condition        Report By
 AA7218  HISTORY     - 1982     MONUMENTED       NOS
 AA7218  HISTORY     - 19940831 GOOD             NJGS
 AA7218
 AA7218                          STATION DESCRIPTION
 AA7218
 AA7218'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 AA7218'THE STATION IS LOCATED IN LAWRENCE TOWNSHIP ON THE SOUTH SIDE OF BAY
 AA7218'POINT ROAD.  TO REACH THE STATION FROM THE CROSSROADS INTERSECTION OF
 AA7218'NORTH MAIN STREET, COUNTY ROAD 553 AND WEST MAPLE AVENUE, COUNTY ROAD
 AA7218'610, IN CEDARVILLE, GO WEST ON WEST MAPLE AVENUE FOR 0.45 MI (0.72 KM)
 AA7218'TO THE TEE JUNCTION WITH IRON BRIDGE ROAD ON THE RIGHT. WEST MAPLE
 AA7218'AVENUE BECOMES JONES ISLAND ROAD AT THIS POINT.  BEAR TO THE LEFT AND
 AA7218'CONTINUE SOUTH ON JONES ISLAND ROAD FOR 1.6 MI (2.6 KM) TO THE
 AA7218'CROSSROADS INTERSECTION WITH BAY POINT ROAD.  TURN RIGHT AND GO WEST
 AA7218'THEN SOUTH ON BAY POINT ROAD FOR 2.0 MI (3.2 KM) TO A SHARP CURVE
 AA7218'BEARING TO THE RIGHT.  CONTINUE WEST ON BAY POINT ROAD FOR 0.4 MI (0.6
 AA7218'KM) TO THE STATION ON THE LEFT.  THE STATION IS 137.2 M (450.1 FT)
 AA7218'WEST FROM THE ENTRANCE ROAD LEADING TO THE ABANDONED BAY POINT MARINA,
 AA7218'4.4 M (14.4 FT) SOUTH FROM THE CENTERLINE OF BAY POINT ROAD AND 2.5 M
 AA7218'(8.2 FT) WEST FROM POLE NUMBER B 24265.  THE STATION IS SET 0.1 M (0.3
 AA7218'FT) BELOW THE GROUND IN A 4 INCH PLASTIC PIPE SURROUNDED BY CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2286 ***********************************************************************
 JU2286  DESIGNATION -  853 7147 A TIDAL
 JU2286  PID         -  JU2286
 JU2286  STATE/COUNTY-  NJ/CUMBERLAND
 JU2286  USGS QUAD   -  PORT ELIZABETH (1994)
 JU2286
 JU2286                         *CURRENT SURVEY CONTROL
 JU2286  ___________________________________________________________________
 JU2286* NAD 83(1986)-  39 18 54.     (N)    074 59 02.     (W)     SCALED    
 JU2286* NAVD 88     -         4.527  (meters)      14.85   (feet)  ADJUSTED  
 JU2286  ___________________________________________________________________
 JU2286  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 JU2286  DYNAMIC HT  -           4.525 (meters)      14.85  (feet)  COMP
 JU2286  MODELED GRAV-     980,109.6   (mgal)                       NAVD 88
 JU2286
 JU2286  VERT ORDER  -  FIRST     CLASS II
 JU2286
 JU2286.The horizontal coordinates were scaled from a topographic map and have
 JU2286.an estimated accuracy of +/- 6 seconds.
 JU2286
 JU2286.The orthometric height was determined by differential leveling
 JU2286.and adjusted by the National Geodetic Survey in June 1991..
 JU2286
 JU2286.The geoid height was determined by GEOID03.
 JU2286
 JU2286.The dynamic height is computed by dividing the NAVD 88
 JU2286.geopotential number by the normal gravity value computed on the
 JU2286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2286.degrees latitude (g = 980.6199 gals.).
 JU2286
 JU2286.The modeled gravity was interpolated from observed gravity values.
 JU2286
 JU2286;                    North         East    Units  Estimated Accuracy
 JU2286;SPC NJ       -    53,580.      108,270.      MT  (+/- 180 meters Scaled)
 JU2286
 JU2286                          SUPERSEDED SURVEY CONTROL
 JU2286
 JU2286  NGVD 29 (01/10/92)    4.875  (m)           15.99   (f) ADJUSTED    1 2
 JU2286
 JU2286.Superseded values are not recommended for survey control.
 JU2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2286.See file dsdata.txt to determine how the superseded data were derived.
 JU2286
 JU2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ013517(NAD 83)
 JU2286_MARKER: DJ = TIDAL STATION DISK
 JU2286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU2286_SP_SET: ABUTMENT
 JU2286_STAMPING: 7147 A 1978
 JU2286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2286
 JU2286  HISTORY     - Date     Condition        Report By
 JU2286  HISTORY     - 1978     MONUMENTED       NOS
 JU2286  HISTORY     - 1979     GOOD             NGS
 JU2286  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 JU2286  HISTORY     - 19970719 MARK NOT FOUND   USPSQD
 JU2286  HISTORY     - 20050920 MARK NOT FOUND   NJDEP
 JU2286
 JU2286                          STATION DESCRIPTION
 JU2286
 JU2286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2286'IN PORT ELIZABETH.
 JU2286'IN PORT ELIZABETH IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 JU2286'ABUTMENT OF THE STATE HIGHWAY 47 BRIDGE OVER MANUMUSKIN RIVER.
 JU2286'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2286
 JU2286                          STATION RECOVERY (1995)
 JU2286
 JU2286'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2286'MARK NOT FOUND.
 JU2286
 JU2286                          STATION RECOVERY (1997)
 JU2286
 JU2286'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2286'MARK NOT FOUND.
 JU2286
 JU2286                          STATION RECOVERY (2005)
 JU2286
 JU2286'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2005 (WM)
 JU2286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2287 ***********************************************************************
 JU2287  DESIGNATION -  853 7147 B TIDAL
 JU2287  PID         -  JU2287
 JU2287  STATE/COUNTY-  NJ/CUMBERLAND
 JU2287  USGS QUAD   -  PORT ELIZABETH (1994)
 JU2287
 JU2287                         *CURRENT SURVEY CONTROL
 JU2287  ___________________________________________________________________
 JU2287* NAD 83(1986)-  39 18 52.     (N)    074 59 01.     (W)     SCALED    
 JU2287* NAVD 88     -         4.478  (meters)      14.69   (feet)  ADJUSTED  
 JU2287  ___________________________________________________________________
 JU2287  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 JU2287  DYNAMIC HT  -           4.476 (meters)      14.69  (feet)  COMP
 JU2287  MODELED GRAV-     980,109.5   (mgal)                       NAVD 88
 JU2287
 JU2287  VERT ORDER  -  FIRST     CLASS II
 JU2287
 JU2287.The horizontal coordinates were scaled from a topographic map and have
 JU2287.an estimated accuracy of +/- 6 seconds.
 JU2287
 JU2287.The orthometric height was determined by differential leveling
 JU2287.and adjusted by the National Geodetic Survey in June 1991..
 JU2287
 JU2287.The geoid height was determined by GEOID03.
 JU2287
 JU2287.The dynamic height is computed by dividing the NAVD 88
 JU2287.geopotential number by the normal gravity value computed on the
 JU2287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2287.degrees latitude (g = 980.6199 gals.).
 JU2287
 JU2287.The modeled gravity was interpolated from observed gravity values.
 JU2287
 JU2287;                    North         East    Units  Estimated Accuracy
 JU2287;SPC NJ       -    53,520.      108,300.      MT  (+/- 180 meters Scaled)
 JU2287
 JU2287                          SUPERSEDED SURVEY CONTROL
 JU2287
 JU2287  NGVD 29 (01/10/92)    4.826  (m)           15.83   (f) ADJUSTED    1 2
 JU2287
 JU2287.Superseded values are not recommended for survey control.
 JU2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2287.See file dsdata.txt to determine how the superseded data were derived.
 JU2287
 JU2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ014516(NAD 83)
 JU2287_MARKER: DJ = TIDAL STATION DISK
 JU2287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU2287_SP_SET: SMALL BRIDGE ABUTMENT
 JU2287_STAMPING: 7147 B 1978
 JU2287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2287+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 JU2287
 JU2287  HISTORY     - Date     Condition        Report By
 JU2287  HISTORY     - 1978     MONUMENTED       NOS
 JU2287  HISTORY     - 1979     GOOD             NGS
 JU2287  HISTORY     - 19950129 GOOD             USPSQD
 JU2287  HISTORY     - 19970719 GOOD             USPSQD
 JU2287  HISTORY     - 20050920 GOOD             NJDEP
 JU2287
 JU2287                          STATION DESCRIPTION
 JU2287
 JU2287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2287'IN PORT ELIZABETH.
 JU2287'IN PORT ELIZABETH IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 JU2287'ABUTMENT OF THE STATE HIGHWAY 47 BRIDGE OVER MANUMUSKIN RIVER.
 JU2287'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2287
 JU2287                          STATION RECOVERY (1995)
 JU2287
 JU2287'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2287'RECOVERED IN GOOD CONDITION.
 JU2287
 JU2287                          STATION RECOVERY (1997)
 JU2287
 JU2287'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2287'RECOVERED IN GOOD CONDITION.
 JU2287
 JU2287                          STATION RECOVERY (2005)
 JU2287
 JU2287'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2005 (WM)
 JU2287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2288 ***********************************************************************
 JU2288  DESIGNATION -  853 7147 C TIDAL
 JU2288  PID         -  JU2288
 JU2288  STATE/COUNTY-  NJ/CUMBERLAND
 JU2288  USGS QUAD   -  PORT ELIZABETH (1994)
 JU2288
 JU2288                         *CURRENT SURVEY CONTROL
 JU2288  ___________________________________________________________________
 JU2288* NAD 83(1986)-  39 18 48.     (N)    074 58 59.     (W)     SCALED    
 JU2288* NAVD 88     -         3.328  (meters)      10.92   (feet)  ADJUSTED  
 JU2288  ___________________________________________________________________
 JU2288  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 JU2288  DYNAMIC HT  -           3.326 (meters)      10.91  (feet)  COMP
 JU2288  MODELED GRAV-     980,109.3   (mgal)                       NAVD 88
 JU2288
 JU2288  VERT ORDER  -  FIRST     CLASS II
 JU2288
 JU2288.The horizontal coordinates were scaled from a topographic map and have
 JU2288.an estimated accuracy of +/- 6 seconds.
 JU2288
 JU2288.The orthometric height was determined by differential leveling
 JU2288.and adjusted by the National Geodetic Survey in June 1991..
 JU2288
 JU2288.The geoid height was determined by GEOID03.
 JU2288
 JU2288.The dynamic height is computed by dividing the NAVD 88
 JU2288.geopotential number by the normal gravity value computed on the
 JU2288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2288.degrees latitude (g = 980.6199 gals.).
 JU2288
 JU2288.The modeled gravity was interpolated from observed gravity values.
 JU2288
 JU2288;                    North         East    Units  Estimated Accuracy
 JU2288;SPC NJ       -    53,390.      108,340.      MT  (+/- 180 meters Scaled)
 JU2288
 JU2288                          SUPERSEDED SURVEY CONTROL
 JU2288
 JU2288  NGVD 29 (01/10/92)    3.676  (m)           12.06   (f) ADJUSTED    1 2
 JU2288
 JU2288.Superseded values are not recommended for survey control.
 JU2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2288.See file dsdata.txt to determine how the superseded data were derived.
 JU2288
 JU2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ014515(NAD 83)
 JU2288_MARKER: DJ = TIDAL STATION DISK
 JU2288_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2288_SP_SET: GALVANIZED STEEL ROD
 JU2288_STAMPING: 7147 C 1978
 JU2288_PROJECTION: RECESSED 5 CENTIMETERS
 JU2288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2288_ROD/PIPE-DEPTH: 15.2 meters
 JU2288
 JU2288  HISTORY     - Date     Condition        Report By
 JU2288  HISTORY     - 1978     MONUMENTED       NOS
 JU2288  HISTORY     - 1979     GOOD             NGS
 JU2288  HISTORY     - 19970719 MARK NOT FOUND   USPSQD
 JU2288
 JU2288                          STATION DESCRIPTION
 JU2288
 JU2288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2288'IN PORT ELIZABETH.
 JU2288'IN PORT ELIZABETH ON THE SOUTH SIDE OF BROADWAY AND APPROXIMATELY
 JU2288'125 FEET EAST OF THE INTERSECTION OF BROADWAY AND DELSEA DRIVE,
 JU2288'ROUTE 47, 0.1 MILE SOUTHEAST OF TIDAL MARK 7147 B, 5.2 FEET SOUTHEAST
 JU2288'OF THE SOUTHEAST CORNER OF A STEEL CATCH BASIN, 395 FEET WEST OF
 JU2288'TIDAL MARK 7147 D, 17.3 FEET EAST OF THE NORTHEAST CORNER OF A 1 STORY
 JU2288'WOOD GARAGE, AND 7.8 FEET EAST OF A WOOD UTILITY POLE NUMBER 6741.
 JU2288
 JU2288                          STATION RECOVERY (1997)
 JU2288
 JU2288'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2289 ***********************************************************************
 JU2289  DESIGNATION -  853 7147 D TIDAL
 JU2289  PID         -  JU2289
 JU2289  STATE/COUNTY-  NJ/CUMBERLAND
 JU2289  USGS QUAD   -  PORT ELIZABETH (1994)
 JU2289
 JU2289                         *CURRENT SURVEY CONTROL
 JU2289  ___________________________________________________________________
 JU2289* NAD 83(1986)-  39 18 48.     (N)    074 58 52.     (W)     SCALED    
 JU2289* NAVD 88     -         3.747  (meters)      12.29   (feet)  ADJUSTED  
 JU2289  ___________________________________________________________________
 JU2289  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 JU2289  DYNAMIC HT  -           3.745 (meters)      12.29  (feet)  COMP
 JU2289  MODELED GRAV-     980,109.2   (mgal)                       NAVD 88
 JU2289
 JU2289  VERT ORDER  -  FIRST     CLASS II
 JU2289
 JU2289.The horizontal coordinates were scaled from a topographic map and have
 JU2289.an estimated accuracy of +/- 6 seconds.
 JU2289
 JU2289.The orthometric height was determined by differential leveling
 JU2289.and adjusted by the National Geodetic Survey in June 1991..
 JU2289
 JU2289.The geoid height was determined by GEOID03.
 JU2289
 JU2289.The dynamic height is computed by dividing the NAVD 88
 JU2289.geopotential number by the normal gravity value computed on the
 JU2289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2289.degrees latitude (g = 980.6199 gals.).
 JU2289
 JU2289.The modeled gravity was interpolated from observed gravity values.
 JU2289
 JU2289;                    North         East    Units  Estimated Accuracy
 JU2289;SPC NJ       -    53,390.      108,510.      MT  (+/- 180 meters Scaled)
 JU2289
 JU2289                          SUPERSEDED SURVEY CONTROL
 JU2289
 JU2289  NGVD 29 (01/10/92)    4.095  (m)           13.44   (f) ADJUSTED    1 2
 JU2289
 JU2289.Superseded values are not recommended for survey control.
 JU2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2289.See file dsdata.txt to determine how the superseded data were derived.
 JU2289
 JU2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ016515(NAD 83)
 JU2289_MARKER: DJ = TIDAL STATION DISK
 JU2289_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU2289_SP_SET: BUILDING
 JU2289_STAMPING: 7147 D 1978
 JU2289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2289+STABILITY: SURFACE MOTION
 JU2289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2289+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 JU2289
 JU2289  HISTORY     - Date     Condition        Report By
 JU2289  HISTORY     - 1978     MONUMENTED       NOS
 JU2289  HISTORY     - 1979     GOOD             NGS
 JU2289  HISTORY     - 19950129 GOOD             USPSQD
 JU2289  HISTORY     - 19970719 GOOD             USPSQD
 JU2289  HISTORY     - 20050920 GOOD             NJDEP
 JU2289
 JU2289                          STATION DESCRIPTION
 JU2289
 JU2289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2289'IN PORT ELIZABETH.
 JU2289'IN PORT ELIZABETH SET VERTICALLY IN THE SOUTH FACE OF THE PORT
 JU2289'ELIZABETH PUBLIC LIBRARY, ON THE NORTHWEST CORNER OF BROADWAY AND
 JU2289'CUMBERLAND ROAD, 4.8 FEET EAST OF THE FRONT ENTRANCE CONCRETE STEPS,
 JU2289'3 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING, AND 7.5 FEET
 JU2289'NORTH OF THE CURB.
 JU2289'THE MARK IS 1.2 FT ABOVE SIDEWALK.
 JU2289
 JU2289                          STATION RECOVERY (1995)
 JU2289
 JU2289'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2289'RECOVERED IN GOOD CONDITION.
 JU2289
 JU2289                          STATION RECOVERY (1997)
 JU2289
 JU2289'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2289'RECOVERED IN GOOD CONDITION.
 JU2289
 JU2289                          STATION RECOVERY (2005)
 JU2289
 JU2289'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2005 (WM)
 JU2289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2290 ***********************************************************************
 JU2290  DESIGNATION -  853 7147 E TIDAL
 JU2290  PID         -  JU2290
 JU2290  STATE/COUNTY-  NJ/CUMBERLAND
 JU2290  USGS QUAD   -  PORT ELIZABETH (1994)
 JU2290
 JU2290                         *CURRENT SURVEY CONTROL
 JU2290  ___________________________________________________________________
 JU2290* NAD 83(1986)-  39 18 51.     (N)    074 58 52.     (W)     SCALED    
 JU2290* NAVD 88     -         4.714  (meters)      15.47   (feet)  ADJUSTED  
 JU2290  ___________________________________________________________________
 JU2290  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 JU2290  DYNAMIC HT  -           4.712 (meters)      15.46  (feet)  COMP
 JU2290  MODELED GRAV-     980,109.4   (mgal)                       NAVD 88
 JU2290
 JU2290  VERT ORDER  -  FIRST     CLASS II
 JU2290
 JU2290.The horizontal coordinates were scaled from a topographic map and have
 JU2290.an estimated accuracy of +/- 6 seconds.
 JU2290
 JU2290.The orthometric height was determined by differential leveling
 JU2290.and adjusted by the National Geodetic Survey in June 1991..
 JU2290
 JU2290.The geoid height was determined by GEOID03.
 JU2290
 JU2290.The dynamic height is computed by dividing the NAVD 88
 JU2290.geopotential number by the normal gravity value computed on the
 JU2290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2290.degrees latitude (g = 980.6199 gals.).
 JU2290
 JU2290.The modeled gravity was interpolated from observed gravity values.
 JU2290
 JU2290;                    North         East    Units  Estimated Accuracy
 JU2290;SPC NJ       -    53,490.      108,510.      MT  (+/- 180 meters Scaled)
 JU2290
 JU2290                          SUPERSEDED SURVEY CONTROL
 JU2290
 JU2290  NGVD 29 (01/10/92)    5.062  (m)           16.61   (f) ADJUSTED    1 2
 JU2290
 JU2290.Superseded values are not recommended for survey control.
 JU2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2290.See file dsdata.txt to determine how the superseded data were derived.
 JU2290
 JU2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ016516(NAD 83)
 JU2290_MARKER: DJ = TIDAL STATION DISK
 JU2290_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU2290_SP_SET: BRICK WALL
 JU2290_STAMPING: 7147 E 1978
 JU2290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2290+STABILITY: SURFACE MOTION
 JU2290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2290+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 JU2290
 JU2290  HISTORY     - Date     Condition        Report By
 JU2290  HISTORY     - 1978     MONUMENTED       NOS
 JU2290  HISTORY     - 1979     GOOD             NGS
 JU2290  HISTORY     - 19950429 GOOD             USPSQD
 JU2290  HISTORY     - 19970719 GOOD             USPSQD
 JU2290  HISTORY     - 20050920 GOOD             NJDEP
 JU2290
 JU2290                          STATION DESCRIPTION
 JU2290
 JU2290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2290'IN PORT ELIZABETH.
 JU2290'IN PORT ELIZABETH ON THE SOUTHEAST CORNER OF THE PORT ELIZABETH
 JU2290'METHODIST CHURCH ON CUMBERLAND ROAD, 2.6 FEET WEST OF THE SOUTHEAST
 JU2290'CORNER OF THE CHURCH, APPROXIMATELY 14 FEET FROM THE MONUMENT
 JU2290'CAPTAIN REEVES, 300 FEET NORTH OF TIDAL MARK 7147 D, AND SET
 JU2290'VERTICALLY IN THE WALL OF THE CHURCH.
 JU2290'THE MARK IS 3 FT ABOVE GROUND.
 JU2290
 JU2290                          STATION RECOVERY (1995)
 JU2290
 JU2290'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2290'RECOVERED IN GOOD CONDITION.
 JU2290
 JU2290                          STATION RECOVERY (1997)
 JU2290
 JU2290'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2290'RECOVERED IN GOOD CONDITION.
 JU2290
 JU2290                          STATION RECOVERY (2005)
 JU2290
 JU2290'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2005 (WM)
 JU2290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2282 ***********************************************************************
 JU2282  DESIGNATION -  853 7242 A TIDAL
 JU2282  PID         -  JU2282
 JU2282  STATE/COUNTY-  NJ/CUMBERLAND
 JU2282  USGS QUAD   -  DIVIDING CREEK (1986)
 JU2282
 JU2282                         *CURRENT SURVEY CONTROL
 JU2282  ___________________________________________________________________
 JU2282* NAD 83(1986)-  39 20 34.     (N)    075 00 27.     (W)     SCALED    
 JU2282* NAVD 88     -         0.975  (meters)       3.20   (feet)  ADJUSTED  
 JU2282  ___________________________________________________________________
 JU2282  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JU2282  DYNAMIC HT  -           0.975 (meters)       3.20  (feet)  COMP
 JU2282  MODELED GRAV-     980,115.8   (mgal)                       NAVD 88
 JU2282
 JU2282  VERT ORDER  -  FIRST     CLASS II
 JU2282
 JU2282.The horizontal coordinates were scaled from a topographic map and have
 JU2282.an estimated accuracy of +/- 6 seconds.
 JU2282
 JU2282.The orthometric height was determined by differential leveling
 JU2282.and adjusted by the National Geodetic Survey in June 1991..
 JU2282
 JU2282.The geoid height was determined by GEOID03.
 JU2282
 JU2282.The dynamic height is computed by dividing the NAVD 88
 JU2282.geopotential number by the normal gravity value computed on the
 JU2282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2282.degrees latitude (g = 980.6199 gals.).
 JU2282
 JU2282.The modeled gravity was interpolated from observed gravity values.
 JU2282
 JU2282;                    North         East    Units  Estimated Accuracy
 JU2282;SPC NJ       -    56,670.      106,250.      MT  (+/- 180 meters Scaled)
 JU2282
 JU2282                          SUPERSEDED SURVEY CONTROL
 JU2282
 JU2282  NGVD 29 (01/10/92)    1.317  (m)            4.32   (f) ADJUSTED    1 2
 JU2282
 JU2282.Superseded values are not recommended for survey control.
 JU2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2282.See file dsdata.txt to determine how the superseded data were derived.
 JU2282
 JU2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ993548(NAD 83)
 JU2282_MARKER: DJ = TIDAL STATION DISK
 JU2282_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU2282_SP_SET: CONCRETE SUPPORT
 JU2282_STAMPING: 7242 A 1978
 JU2282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2282+STABILITY: SURFACE MOTION
 JU2282
 JU2282  HISTORY     - Date     Condition        Report By
 JU2282  HISTORY     - 1978     MONUMENTED       NOS
 JU2282  HISTORY     - 1979     GOOD             NGS
 JU2282  HISTORY     - 19950129 GOOD             USPSQD
 JU2282  HISTORY     - 20050913 GOOD             NJDEP
 JU2282
 JU2282                          STATION DESCRIPTION
 JU2282
 JU2282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2282'4.0 MI SE FROM MILLVILLE.
 JU2282'4.0 MILES SOUTHEAST ALONG STATE ROUTE 47 FROM THE JUNCTION OF STATE
 JU2282'ROUTE 49 IN MILLVILLE, AT THE STEEL SWING BRIDGE OVER MANANTICO
 JU2282'CREEK, IN THE TOP OF THE WEST END OF THE NORTH ONE OF TWO MIDDLE
 JU2282'CONCRETE SUPPORTS, 48 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 JU2282'BRIDGE WALL, AND 9 FEET BELOW THE TOP OF THE BRIDGE WALL.
 JU2282
 JU2282                          STATION RECOVERY (1995)
 JU2282
 JU2282'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2282'RECOVERED IN GOOD CONDITION.
 JU2282
 JU2282                          STATION RECOVERY (2005)
 JU2282
 JU2282'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2005 (WM)
 JU2282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2284 ***********************************************************************
 JU2284  DESIGNATION -  853 7242 C TIDAL
 JU2284  PID         -  JU2284
 JU2284  STATE/COUNTY-  NJ/CUMBERLAND
 JU2284  USGS QUAD   -  DIVIDING CREEK (1986)
 JU2284
 JU2284                         *CURRENT SURVEY CONTROL
 JU2284  ___________________________________________________________________
 JU2284* NAD 83(1986)-  39 20 34.     (N)    075 00 27.     (W)     SCALED    
 JU2284* NAVD 88     -         2.644  (meters)       8.67   (feet)  ADJUSTED  
 JU2284  ___________________________________________________________________
 JU2284  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JU2284  DYNAMIC HT  -           2.643 (meters)       8.67  (feet)  COMP
 JU2284  MODELED GRAV-     980,115.8   (mgal)                       NAVD 88
 JU2284
 JU2284  VERT ORDER  -  FIRST     CLASS II
 JU2284
 JU2284.The horizontal coordinates were scaled from a topographic map and have
 JU2284.an estimated accuracy of +/- 6 seconds.
 JU2284
 JU2284.The orthometric height was determined by differential leveling
 JU2284.and adjusted by the National Geodetic Survey in June 1991..
 JU2284
 JU2284.The geoid height was determined by GEOID03.
 JU2284
 JU2284.The dynamic height is computed by dividing the NAVD 88
 JU2284.geopotential number by the normal gravity value computed on the
 JU2284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2284.degrees latitude (g = 980.6199 gals.).
 JU2284
 JU2284.The modeled gravity was interpolated from observed gravity values.
 JU2284
 JU2284;                    North         East    Units  Estimated Accuracy
 JU2284;SPC NJ       -    56,670.      106,250.      MT  (+/- 180 meters Scaled)
 JU2284
 JU2284                          SUPERSEDED SURVEY CONTROL
 JU2284
 JU2284  NGVD 29 (01/10/92)    2.986  (m)            9.80   (f) ADJUSTED    1 2
 JU2284
 JU2284.Superseded values are not recommended for survey control.
 JU2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2284.See file dsdata.txt to determine how the superseded data were derived.
 JU2284
 JU2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ993548(NAD 83)
 JU2284_MARKER: DJ = TIDAL STATION DISK
 JU2284_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU2284_SP_SET: CONCRETE SUPPORT
 JU2284_STAMPING: 7242 C 1978
 JU2284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2284+STABILITY: SURFACE MOTION
 JU2284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2284+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 JU2284
 JU2284  HISTORY     - Date     Condition        Report By
 JU2284  HISTORY     - 1978     MONUMENTED       NOS
 JU2284  HISTORY     - 1979     GOOD             NGS
 JU2284  HISTORY     - 19950129 GOOD             USPSQD
 JU2284  HISTORY     - 20050913 GOOD             NJDEP
 JU2284
 JU2284                          STATION DESCRIPTION
 JU2284
 JU2284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2284'4.0 MI SE FROM MILLVILLE.
 JU2284'4.0 MILES SOUTHEAST ALONG STATE ROUTE 47 FROM THE JUNCTION OF STATE
 JU2284'ROUTE 49 IN MILLVILLE, TO THE ROUTE 47 STEEL SWING BRIDGE OVER
 JU2284'MANANTICO CREEK AT THE BOUNDARY LINE BETWEEN THE TOWNS OF PORT
 JU2284'ELIZABETH AND MILLVILLE, SET NEAR THE NORTHEAST ABUTMENT OF THE
 JU2284'BRIDGE, 96.5 FEET NORTHWEST OF TIDAL MARK 7242 B, 3.5 FEET NORTH
 JU2284'OF THE GAP BETWEEN THE FIXED AND MOVEABLE PORTIONS OF THE SWING
 JU2284'BRIDGE, 0.5 FEET NORTHEAST OF THE CURB, 7.0 FEET SOUTHEAST OF THE
 JU2284'NORTHWESTERLY EXTREMITY OF THE CONCRETE ABUTMENT WALL, AND SET
 JU2284'ON THE EDGE OF THE CURB.
 JU2284'THE MARK IS 0.5 FT ABOVE BRIDGE LEVEL.
 JU2284
 JU2284                          STATION RECOVERY (1995)
 JU2284
 JU2284'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2284'RECOVERED IN GOOD CONDITION.
 JU2284
 JU2284                          STATION RECOVERY (2005)
 JU2284
 JU2284'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2005 (WM)
 JU2284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2281 ***********************************************************************
 JU2281  DESIGNATION -  853 7242 D TIDAL
 JU2281  PID         -  JU2281
 JU2281  STATE/COUNTY-  NJ/CUMBERLAND
 JU2281  USGS QUAD   -  DIVIDING CREEK (1986)
 JU2281
 JU2281                         *CURRENT SURVEY CONTROL
 JU2281  ___________________________________________________________________
 JU2281* NAD 83(1986)-  39 20 36.     (N)    075 00 27.     (W)     SCALED    
 JU2281* NAVD 88     -         3.530  (meters)      11.58   (feet)  ADJUSTED  
 JU2281  ___________________________________________________________________
 JU2281  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JU2281  DYNAMIC HT  -           3.528 (meters)      11.57  (feet)  COMP
 JU2281  MODELED GRAV-     980,115.9   (mgal)                       NAVD 88
 JU2281
 JU2281  VERT ORDER  -  FIRST     CLASS II
 JU2281
 JU2281.The horizontal coordinates were scaled from a topographic map and have
 JU2281.an estimated accuracy of +/- 6 seconds.
 JU2281
 JU2281.The orthometric height was determined by differential leveling
 JU2281.and adjusted by the National Geodetic Survey in June 1991..
 JU2281
 JU2281.The geoid height was determined by GEOID03.
 JU2281
 JU2281.The dynamic height is computed by dividing the NAVD 88
 JU2281.geopotential number by the normal gravity value computed on the
 JU2281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2281.degrees latitude (g = 980.6199 gals.).
 JU2281
 JU2281.The modeled gravity was interpolated from observed gravity values.
 JU2281
 JU2281;                    North         East    Units  Estimated Accuracy
 JU2281;SPC NJ       -    56,740.      106,260.      MT  (+/- 180 meters Scaled)
 JU2281
 JU2281                          SUPERSEDED SURVEY CONTROL
 JU2281
 JU2281  NGVD 29 (01/10/92)    3.871  (m)           12.70   (f) ADJUSTED    1 2
 JU2281
 JU2281.Superseded values are not recommended for survey control.
 JU2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2281.See file dsdata.txt to determine how the superseded data were derived.
 JU2281
 JU2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ993548(NAD 83)
 JU2281_MARKER: DJ = TIDAL STATION DISK
 JU2281_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2281_SP_SET: GALVANIZED STEEL ROD
 JU2281_STAMPING: 7242 D 1978
 JU2281_PROJECTION: RECESSED 5 CENTIMETERS
 JU2281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2281+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 JU2281_ROD/PIPE-DEPTH: 15.2 meters
 JU2281
 JU2281  HISTORY     - Date     Condition        Report By
 JU2281  HISTORY     - 1978     MONUMENTED       NOS
 JU2281  HISTORY     - 1979     GOOD             NGS
 JU2281  HISTORY     - 19950129 GOOD             USPSQD
 JU2281  HISTORY     - 20050913 GOOD             NJDEP
 JU2281
 JU2281                          STATION DESCRIPTION
 JU2281
 JU2281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2281'3.95 MI SE FROM MILLVILLE.
 JU2281'3.95 MILES SOUTHEAST ALONG STATE ROUTE 47 FROM THE JUNCTION OF STATE
 JU2281'ROUTE 49 IN MILLVILLE, TO A POINT 400 FEET BEYOND THE STEEL SWING
 JU2281'BRIDGE OVER MANANTICO CREEK, THE MARK IS A STANDARD NOS TIDAL DISK
 JU2281'25.2 FEET NORTHEAST OF THE CENTER LINE OF ROUTE 47, 6.6 FEET SOUTHEAST
 JU2281'OF WOOD UTILITY POLE NUMBER 2615 MU, 327 FEET NORTHWEST OF TIDAL
 JU2281'MARK 7242 C, AND 119.6 FEET NORTHWEST OF A WOOD UTILITY POLE.
 JU2281'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 JU2281
 JU2281                          STATION RECOVERY (1995)
 JU2281
 JU2281'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2281'RECOVERED IN GOOD CONDITION.
 JU2281
 JU2281                          STATION RECOVERY (2005)
 JU2281
 JU2281'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2005 (WM)
 JU2281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2277 ***********************************************************************
 JU2277  DESIGNATION -  853 7359 B TIDAL
 JU2277  PID         -  JU2277
 JU2277  STATE/COUNTY-  NJ/CUMBERLAND
 JU2277  USGS QUAD   -  MILLVILLE (1997)
 JU2277
 JU2277                         *CURRENT SURVEY CONTROL
 JU2277  ___________________________________________________________________
 JU2277* NAD 83(1986)-  39 23 43.     (N)    075 02 27.     (W)     SCALED    
 JU2277* NAVD 88     -         3.145  (meters)      10.32   (feet)  ADJUSTED  
 JU2277  ___________________________________________________________________
 JU2277  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JU2277  DYNAMIC HT  -           3.143 (meters)      10.31  (feet)  COMP
 JU2277  MODELED GRAV-     980,124.3   (mgal)                       NAVD 88
 JU2277
 JU2277  VERT ORDER  -  FIRST     CLASS II
 JU2277
 JU2277.The horizontal coordinates were scaled from a topographic map and have
 JU2277.an estimated accuracy of +/- 6 seconds.
 JU2277
 JU2277.The orthometric height was determined by differential leveling
 JU2277.and adjusted by the National Geodetic Survey in June 1991..
 JU2277
 JU2277.The geoid height was determined by GEOID03.
 JU2277
 JU2277.The dynamic height is computed by dividing the NAVD 88
 JU2277.geopotential number by the normal gravity value computed on the
 JU2277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2277.degrees latitude (g = 980.6199 gals.).
 JU2277
 JU2277.The modeled gravity was interpolated from observed gravity values.
 JU2277
 JU2277;                    North         East    Units  Estimated Accuracy
 JU2277;SPC NJ       -    62,520.      103,420.      MT  (+/- 180 meters Scaled)
 JU2277
 JU2277                          SUPERSEDED SURVEY CONTROL
 JU2277
 JU2277  NGVD 29 (01/10/92)    3.475  (m)           11.40   (f) ADJUSTED    1 2
 JU2277
 JU2277.Superseded values are not recommended for survey control.
 JU2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2277.See file dsdata.txt to determine how the superseded data were derived.
 JU2277
 JU2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ964606(NAD 83)
 JU2277_MARKER: DJ = TIDAL STATION DISK
 JU2277_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU2277_SP_SET: ABUTMENT
 JU2277_STAMPING: 7359 B 1978
 JU2277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2277
 JU2277  HISTORY     - Date     Condition        Report By
 JU2277  HISTORY     - 1978     MONUMENTED       NOS
 JU2277  HISTORY     - 1979     GOOD             NGS
 JU2277  HISTORY     - 19950129 GOOD             USPSQD
 JU2277  HISTORY     - 20050913 GOOD             NJDEP
 JU2277
 JU2277                          STATION DESCRIPTION
 JU2277
 JU2277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2277'IN MILLVILLE.
 JU2277'AT MILLVILLE, IN THE SOUTH END OF THE WEST ABUTMENT OF THE SATE
 JU2277'HIGHWAY ROUTE 49 CONCRETE BRIDGE OVER THE MAURICE RIVER, THE MARK IS
 JU2277'A STANDARD NOS BENCH MARK DISK, 14.9 FEET EAST OF THE WESTERLY CORNER
 JU2277'OF THE STEEL RAILING, 40.0 FEET EAST OF A METAL LIGHT STANCHION,
 JU2277'5.7 FEET SOUTH OF THE SOUTH CONCRETE CURB, 2.3 FEET NORTH OF THE NORTH
 JU2277'FACE OF THE SOUTH CONCRETE WALL, AND SET FLUSH.
 JU2277'THE MARK IS ABOVE LEVEL WITH STREET.
 JU2277
 JU2277                          STATION RECOVERY (1995)
 JU2277
 JU2277'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2277'RECOVERED IN GOOD CONDITION.
 JU2277
 JU2277                          STATION RECOVERY (2005)
 JU2277
 JU2277'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2005 (WM)
 JU2277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AS5704 ***********************************************************************
 AS5704  TIDAL BM    -  This is a Tidal Bench Mark.
 AS5704  DESIGNATION -  853 7363 A
 AS5704  PID         -  AS5704
 AS5704  STATE/COUNTY-  NJ/CUMBERLAND
 AS5704  USGS QUAD   -  CANTON (1993)
 AS5704
 AS5704                         *CURRENT SURVEY CONTROL
 AS5704  ___________________________________________________________________
 AS5704* NAD 83(1996)-  39 22 56.92088(N)    075 24 22.53923(W)     ADJUSTED  
 AS5704* NAVD 88     -         1.1    (meters)       4.     (feet)  GPS OBS   
 AS5704  ___________________________________________________________________
 AS5704  X           -   1,243,810.726 (meters)                     COMP
 AS5704  Y           -  -4,777,202.905 (meters)                     COMP
 AS5704  Z           -   4,025,206.290 (meters)                     COMP
 AS5704  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AS5704  ELLIP HEIGHT-         -32.72  (meters)          (08/09/02) GPS OBS
 AS5704  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 AS5704
 AS5704  HORZ ORDER  -  B
 AS5704  ELLP ORDER  -  THIRD     CLASS II
 AS5704
 AS5704.The horizontal coordinates were established by GPS observations
 AS5704.and adjusted by the National Geodetic Survey in May 2002..
 AS5704
 AS5704.The orthometric height was determined by GPS observations and a
 AS5704.high-resolution geoid model.
 AS5704
 AS5704.This Tidal Bench Mark is designated as VM 16677
 AS5704.by the Center for Operational Oceanographic Products and Services.
 AS5704
 AS5704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AS5704
 AS5704.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS5704
 AS5704.The ellipsoidal height was determined by GPS observations
 AS5704.and is referenced to NAD 83.
 AS5704
 AS5704.The geoid height was determined by GEOID03.
 AS5704
 AS5704;                    North         East     Units Scale Factor Converg.
 AS5704;SPC NJ       -    61,350.391    71,925.458   MT  0.99997503   -0 34 30.2
 AS5704;SPC NJ       -   201,280.41    235,975.44   sFT  0.99997503   -0 34 30.2
 AS5704;UTM  18      - 4,359,300.684   465,011.280   MT  0.99961507   -0 15 28.0
 AS5704
 AS5704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS5704!SPC NJ       -   1.00000513  x   0.99997503  =   0.99998016
 AS5704!UTM  18      -   1.00000513  x   0.99961507  =   0.99962020
 AS5704
 AS5704                          SUPERSEDED SURVEY CONTROL
 AS5704
 AS5704  ELLIP H (05/21/02)  -32.72   (m)                       GP(       ) 1 2
 AS5704
 AS5704.Superseded values are not recommended for survey control.
 AS5704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS5704.See file dsdata.txt to determine how the superseded data were derived.
 AS5704
 AS5704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6501159301(NAD 83)
 AS5704_MARKER: I = METAL ROD
 AS5704_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AS5704+WITH SETTING: INFORMATION.
 AS5704_STAMPING: 7363 A 2001
 AS5704_MARK LOGO: NONE  
 AS5704_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS5704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS5704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS5704+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 AS5704
 AS5704  HISTORY     - Date     Condition        Report By
 AS5704  HISTORY     - 20010411 MONUMENTED       LOCSUR
 AS5704  HISTORY     - 20010606 GOOD             NGS
 AS5704
 AS5704                          STATION DESCRIPTION
 AS5704
 AS5704'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001
 AS5704'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9749 ***********************************************************************
 AI9749  DESIGNATION -  853 7374 A TIDAL
 AI9749  PID         -  AI9749
 AI9749  STATE/COUNTY-  NJ/CUMBERLAND
 AI9749  USGS QUAD   -  SHILOH (1993)
 AI9749
 AI9749                         *CURRENT SURVEY CONTROL
 AI9749  ___________________________________________________________________
 AI9749* NAD 83(1986)-  39 23 03.     (N)    075 21 00.     (W)     SCALED    
 AI9749* NAVD 88     -         1.550  (meters)       5.09   (feet)  ADJUSTED  
 AI9749  ___________________________________________________________________
 AI9749  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 AI9749  DYNAMIC HT  -           1.549 (meters)       5.08  (feet)  COMP
 AI9749  MODELED GRAV-     980,116.1   (mgal)                       NAVD 88
 AI9749
 AI9749  VERT ORDER  -  SECOND    CLASS I
 AI9749
 AI9749.The horizontal coordinates were scaled from a topographic map and have
 AI9749.an estimated accuracy of +/- 6 seconds.
 AI9749
 AI9749.The orthometric height was determined by differential leveling
 AI9749.and adjusted by the National Geodetic Survey in March 2001..
 AI9749.No vertical observational check was made to the station.
 AI9749
 AI9749.The geoid height was determined by GEOID03.
 AI9749
 AI9749.The dynamic height is computed by dividing the NAVD 88
 AI9749.geopotential number by the normal gravity value computed on the
 AI9749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9749.degrees latitude (g = 980.6199 gals.).
 AI9749
 AI9749.The modeled gravity was interpolated from observed gravity values.
 AI9749
 AI9749;                    North         East    Units  Estimated Accuracy
 AI9749;SPC NJ       -    61,490.       76,770.      MT  (+/- 180 meters Scaled)
 AI9749
 AI9749                          SUPERSEDED SURVEY CONTROL
 AI9749
 AI9749.No superseded survey control is available for this station.
 AI9749
 AI9749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ698594(NAD 83)
 AI9749_MARKER: DJ = TIDAL STATION DISK
 AI9749_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI9749+WITH SETTING: PAVEMENT
 AI9749_SP_SET: FLAGPOLE BASE
 AI9749_STAMPING: 7374 A 1977
 AI9749_MARK LOGO: NOS   
 AI9749_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9749+STABILITY: SURFACE MOTION
 AI9749_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9749+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1998
 AI9749
 AI9749  HISTORY     - Date     Condition        Report By
 AI9749  HISTORY     - 1977     MONUMENTED       PORTER
 AI9749  HISTORY     - 19980915 GOOD             NJGS
 AI9749  HISTORY     - 20051027 GOOD             USGS
 AI9749  HISTORY     - 20051027 GOOD             USGS
 AI9749  HISTORY     - 20051027 GOOD             USGS
 AI9749
 AI9749                          STATION DESCRIPTION
 AI9749
 AI9749'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9749'THE STATION IS LOCATED IN GREENWICH TOWNSHIP ON THE GROUNDS OF THE
 AI9749'GREENWICH BOAT WORKS.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AI9749'ROUTES 49 AND 77 IN BRIDGETON, GO WEST ON STATE ROUTE 49 FOR 0.7 MI
 AI9749'(1.1 KM) TO THE INTERSECTION WITH SOUTHWEST AVENUE AT A TRAFFIC LIGHT.
 AI9749'TURN LEFT AND GO 0.1 MI (0.2 KM) ON SOUTHWEST AVENUE TO THE
 AI9749'INTERSECTION WITH BOWENTOWN ROAD, COUNTY ROAD 607 ON THE RIGHT.  TURN
 AI9749'RIGHT AND GO WEST ON COUNTY ROAD 607 FOR 6.1 MI (9.8 KM) TO THE TEE
 AI9749'INTERSECTION WITH MAIN STREET, COUNTY ROAD 623 IN GREENWICH.  TURN
 AI9749'RIGHT AND GO NORTHWEST ON COUNTY ROAD 623 FOR 0.3 MI (0.5 KM) TO THE
 AI9749'TEE INTERSECTION WITH BACONS NECK ROAD, COUNTY ROAD 642 ON THE LEFT.
 AI9749'TURN LEFT AND GO SOUTH SOUTHWEST ON COUNTY ROAD 642 FOR 0.45 MI (0.72
 AI9749'KM) TO THE TEE INTERSECTION WITH PIER ROAD, COUNTY ROAD 741 ON THE
 AI9749'LEFT.  TURN LEFT AND GO SOUTH ON COUNTY ROAD 741 FOR 0.40 MI (0.64 KM)
 AI9749'TO THE TEE INTERSECTION WITH MARKET LANE, COUNTY ROAD 641 AND THE
 AI9749'ENTRANCE DRIVEWAY LEADING TO THE GREENWICH BOAT WORKS AHEAD.  CONTINUE
 AI9749'SOUTH ON THE ENTRANCE DRIVE FOR ABOUT 0.1 MI (0.2 KM) TO THE STATION
 AI9749'AHEAD, SET FLUSH IN A DRILL HOLE IN A 4 FT (1.2 M) BY 4 FT (1.2 M)
 AI9749'CONCRETE BASE FOR A FLAGPOLE.  THE STATION IS 2.0 FT (0.6 M) EAST FROM
 AI9749'THE WEST EDGE OF THE CONCRETE BASE, 7.2 FT (2.2 M) NORTH FROM THE
 AI9749'SOUTH EDGE OF THE CONCRETE BASE AND 3.4 FT (1.0 M) WEST FROM THE
 AI9749'FLAGPOLE.
 AI9749
 AI9749                          STATION RECOVERY (2005)
 AI9749
 AI9749'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (KMH)
 AI9749'RECOVERED AS DESCRIBED
 AI9749
 AI9749                          STATION RECOVERY (2005)
 AI9749
 AI9749'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (KMH)
 AI9749'RECOVERED AS DESCRIBED BUT GPS COORDINATES INDICATE REPORTED LAT/LONG
 AI9749'INCORRECT.  OUR GPS COORDINATES ARE (NAD83) N392308 W0752049.9
 AI9749
 AI9749                          STATION RECOVERY (2005)
 AI9749
 AI9749'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (KMH)
 AI9749'RECOVERED AS DESCRIBED BUT GPS COORDINATES INDICATE REPORTED LAT/LONG
 AI9749'INCORRECT.  OUR GPS COORDINATES ARE (NAD83) N392303 W0752057.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9750 ***********************************************************************
 AI9750  DESIGNATION -  853 7374 B TIDAL
 AI9750  PID         -  AI9750
 AI9750  STATE/COUNTY-  NJ/CUMBERLAND
 AI9750  USGS QUAD   -  SHILOH (1993)
 AI9750
 AI9750                         *CURRENT SURVEY CONTROL
 AI9750  ___________________________________________________________________
 AI9750* NAD 83(1986)-  39 23 06.     (N)    075 20 58.     (W)     SCALED    
 AI9750* NAVD 88     -         2.569  (meters)       8.43   (feet)  ADJUSTED  
 AI9750  ___________________________________________________________________
 AI9750  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 AI9750  DYNAMIC HT  -           2.568 (meters)       8.43  (feet)  COMP
 AI9750  MODELED GRAV-     980,116.2   (mgal)                       NAVD 88
 AI9750
 AI9750  VERT ORDER  -  SECOND    CLASS I
 AI9750
 AI9750.The horizontal coordinates were scaled from a topographic map and have
 AI9750.an estimated accuracy of +/- 6 seconds.
 AI9750
 AI9750.The orthometric height was determined by differential leveling
 AI9750.and adjusted by the National Geodetic Survey in March 2001..
 AI9750.No vertical observational check was made to the station.
 AI9750
 AI9750.The geoid height was determined by GEOID03.
 AI9750
 AI9750.The dynamic height is computed by dividing the NAVD 88
 AI9750.geopotential number by the normal gravity value computed on the
 AI9750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9750.degrees latitude (g = 980.6199 gals.).
 AI9750
 AI9750.The modeled gravity was interpolated from observed gravity values.
 AI9750
 AI9750;                    North         East    Units  Estimated Accuracy
 AI9750;SPC NJ       -    61,580.       76,820.      MT  (+/- 180 meters Scaled)
 AI9750
 AI9750                          SUPERSEDED SURVEY CONTROL
 AI9750
 AI9750.No superseded survey control is available for this station.
 AI9750
 AI9750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ699595(NAD 83)
 AI9750_MARKER: DJ = TIDAL STATION DISK
 AI9750_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI9750_SP_SET: WALL BUILDING
 AI9750_STAMPING: 7374 B 1977
 AI9750_MARK LOGO: NOS   
 AI9750_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9750_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9750+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1998
 AI9750
 AI9750  HISTORY     - Date     Condition        Report By
 AI9750  HISTORY     - 1977     MONUMENTED       PORTER
 AI9750  HISTORY     - 19980915 GOOD             NJGS
 AI9750  HISTORY     - 20051027 GOOD             USGS
 AI9750  HISTORY     - 20051027 GOOD             USGS
 AI9750
 AI9750                          STATION DESCRIPTION
 AI9750
 AI9750'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9750'THE STATION IS LOCATED IN GREENWICH TOWNSHIP ON THE GROUNDS OF THE
 AI9750'GREENWICH BOAT WORKS.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AI9750'ROUTES 49 AND 77 IN BRIDGETON, GO WEST ON STATE ROUTE 49 FOR 0.7 MI
 AI9750'(1.1 KM) TO THE INTERSECTION WITH SOUTHWEST AVENUE AT A TRAFFIC LIGHT.
 AI9750'TURN LEFT AND GO 0.1 MI (0.2 KM) ON SOUTHWEST AVENUE TO THE
 AI9750'INTERSECTION WITH BOWENTOWN ROAD, COUNTY ROAD 607 ON THE RIGHT.  TURN
 AI9750'RIGHT AND GO WEST ON COUNTY ROAD 607 FOR 6.1 MI (9.8 KM) TO THE TEE
 AI9750'INTERSECTION WITH MAIN STREET, COUNTY ROAD 623 IN GREENWICH.  TURN
 AI9750'RIGHT AND GO NORTHWEST ON COUNTY ROAD 623 FOR 0.3 MI (0.5 KM) TO THE
 AI9750'TEE INTERSECTION WITH BACONS NECK ROAD, COUNTY ROAD 642 ON THE LEFT.
 AI9750'TURN LEFT AND GO SOUTH SOUTHWEST ON COUNTY ROAD 642 FOR 0.45 MI (0.72
 AI9750'KM) TO THE TEE INTERSECTION WITH PIER ROAD, COUNTY ROAD 741 ON THE
 AI9750'LEFT.  TURN LEFT AND GO SOUTH ON COUNTY ROAD 741 FOR 0.40 MI (0.64 KM)
 AI9750'TO THE TEE INTERSECTION WITH MARKET LANE, COUNTY ROAD 641 AND THE
 AI9750'ENTRANCE DRIVEWAY LEADING TO GREENWICH BOAT WORKS AHEAD.  BEAR TO THE
 AI9750'LEFT ON THE ENTRANCE DRIVE FOR ABOUT 0.1 MI (0.2 KM) TO THE STATION ON
 AI9750'THE LEFT, SET FLUSH IN THE BRICK PILASTER AT THE NORTHWEST CORNER OF
 AI9750'THE WEST WALL OF A TWO STORY BRICK AND BLOCK STORAGE BUILDING.  THE
 AI9750'STATION IS 1.0 FT (0.3 M) SOUTH FROM THE NORTH WALL OF THE STORAGE
 AI9750'BUILDING AND ABOUT 3.2 FT (1.0 M) ABOVE THE GROUND.
 AI9750
 AI9750                          STATION RECOVERY (2005)
 AI9750
 AI9750'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (KMH)
 AI9750'RECOVERED AS DESCRIBED
 AI9750
 AI9750                          STATION RECOVERY (2005)
 AI9750
 AI9750'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (KMH)
 AI9750'RECOVERED AS DESCRIBED BUT GPS COORDINATES INDICATE REPORTED LAT/LONG
 AI9750'INCORRECT.  OUR GPS COORDINATES ARE (NAD83) N392304 W0752054.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9751 ***********************************************************************
 AI9751  DESIGNATION -  853 7374 E TIDAL
 AI9751  PID         -  AI9751
 AI9751  STATE/COUNTY-  NJ/CUMBERLAND
 AI9751  USGS QUAD   -  SHILOH (1993)
 AI9751
 AI9751                         *CURRENT SURVEY CONTROL
 AI9751  ___________________________________________________________________
 AI9751* NAD 83(1986)-  39 23 07.     (N)    075 20 55.     (W)     SCALED    
 AI9751* NAVD 88     -         1.644  (meters)       5.39   (feet)  ADJUSTED  
 AI9751  ___________________________________________________________________
 AI9751  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 AI9751  DYNAMIC HT  -           1.643 (meters)       5.39  (feet)  COMP
 AI9751  MODELED GRAV-     980,116.2   (mgal)                       NAVD 88
 AI9751
 AI9751  VERT ORDER  -  SECOND    CLASS I
 AI9751
 AI9751.The horizontal coordinates were scaled from a topographic map and have
 AI9751.an estimated accuracy of +/- 6 seconds.
 AI9751
 AI9751.The orthometric height was determined by differential leveling
 AI9751.and adjusted by the National Geodetic Survey in March 2001..
 AI9751.No vertical observational check was made to the station.
 AI9751
 AI9751.The geoid height was determined by GEOID03.
 AI9751
 AI9751.The dynamic height is computed by dividing the NAVD 88
 AI9751.geopotential number by the normal gravity value computed on the
 AI9751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9751.degrees latitude (g = 980.6199 gals.).
 AI9751
 AI9751.The modeled gravity was interpolated from observed gravity values.
 AI9751
 AI9751;                    North         East    Units  Estimated Accuracy
 AI9751;SPC NJ       -    61,610.       76,900.      MT  (+/- 180 meters Scaled)
 AI9751
 AI9751                          SUPERSEDED SURVEY CONTROL
 AI9751
 AI9751.No superseded survey control is available for this station.
 AI9751
 AI9751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ699595(NAD 83)
 AI9751_MARKER: DJ = TIDAL STATION DISK
 AI9751_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AI9751_STAMPING: 7374 E 1977
 AI9751_MARK LOGO: NOS   
 AI9751_PROJECTION: PROJECTING 10 CENTIMETERS
 AI9751_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9751_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9751+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1998
 AI9751_ROD/PIPE-DEPTH: 15.2 meters
 AI9751
 AI9751  HISTORY     - Date     Condition        Report By
 AI9751  HISTORY     - 1977     MONUMENTED       PORTER
 AI9751  HISTORY     - 19980915 GOOD             NJGS
 AI9751  HISTORY     - 20051027 GOOD             USGS
 AI9751  HISTORY     - 20051027 GOOD             USGS
 AI9751
 AI9751                          STATION DESCRIPTION
 AI9751
 AI9751'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9751'THE STATION IS LOCATED IN GREENWICH TOWNSHIP, APPROXIMATELY 6.0 MI
 AI9751'(9.7 KM) SOUTHWEST FROM THE CITY OF BRIDGETON ON THE GROUNDS OF THE
 AI9751'GREENWICH BOAT WORKS.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AI9751'ROUTES 49 AND 77 IN BRIDGETON, GO WEST ON STATE ROUTE 49 FOR 0.7 MI
 AI9751'(1.1 KM) TO THE INTERSECTION WITH SOUTHWEST AVENUE AT A TRAFFIC LIGHT.
 AI9751'TURN LEFT AND GO 0.1 MI (0.2 KM) ON SOUTHWEST AVENUE TO THE
 AI9751'INTERSECTION WITH BOWENTOWN ROAD, COUNTY ROAD 607 ON THE RIGHT.  TURN
 AI9751'RIGHT AND GO WEST ON COUNTY ROAD 607 FOR 6.1 MI (9.8 KM) TO THE TEE
 AI9751'INTERSECTION WITH MAIN STREET, COUNTY ROAD 623 IN GREENWICH.  TURN
 AI9751'RIGHT AND GO NORTHWEST ON COUNTY ROAD 623 FOR 0.3 MI (0.5 KM) TO THE
 AI9751'TEE INTERSECTION WITH BACONS NECK ROAD, COUNTY ROAD 642 ON THE LEFT.
 AI9751'TURN LEFT AND GO SOUTH SOUTHWEST ON COUNTY ROAD 642 FOR 0.45 MI (0.72
 AI9751'KM) TO THE TEE INTERSECTION WITH PIER ROAD, COUNTY ROAD 741 ON THE
 AI9751'LEFT.  TURN LEFT AND GO SOUTH ON COUNTY ROAD 741 FOR 0.40 MI (0.64 KM)
 AI9751'TO THE TEE INTERSECTION WITH MARKET LANE, COUNTY ROAD 641.  TURN LEFT
 AI9751'AND EAST ON COUNTY ROAD 641 FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 AI9751'LEFT, PROJECTING ABOUT 0.05 M (0.16 FT) ABOVE THE GROUND.  THE STATION
 AI9751'IS 1.3 M (4.3 FT) WEST FROM WOOD UTILITY POLE NUMBER 7578, 4.9 M (16.1
 AI9751'FT) NORTH FROM THE CENTERLINE OF COUNTY ROAD 641 AND 35.0 M (114.8 FT)
 AI9751'EAST FROM WOOD UTILITY POLE NUMBER 7579.
 AI9751
 AI9751                          STATION RECOVERY (2005)
 AI9751
 AI9751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (KMH)
 AI9751'RECOVERED AS DESCRIBED
 AI9751
 AI9751                          STATION RECOVERY (2005)
 AI9751
 AI9751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (KMH)
 AI9751'RECOVERED AS DESCRIBED BUT GPS COORDINATES INDICATE REPORTED LAT/LONG
 AI9751'INCORRECT.  OUR GPS COORDINATES ARE (NAD83) N392308 W0752049.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7219 ***********************************************************************
 AA7219  DESIGNATION -  853 7562 B TIDAL
 AA7219  PID         -  AA7219
 AA7219  STATE/COUNTY-  NJ/SALEM
 AA7219  USGS QUAD   -  CANTON (1993)
 AA7219
 AA7219                         *CURRENT SURVEY CONTROL
 AA7219  ___________________________________________________________________
 AA7219* NAD 83(1996)-  39 27 42.95551(N)    075 24 12.90782(W)     ADJUSTED  
 AA7219* NAVD 88     -         1.2    (meters)       4.     (feet)  GPS OBS   
 AA7219  ___________________________________________________________________
 AA7219  X           -   1,242,622.148 (meters)                     COMP
 AA7219  Y           -  -4,771,724.039 (meters)                     COMP
 AA7219  Z           -   4,032,020.717 (meters)                     COMP
 AA7219  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 AA7219  ELLIP HEIGHT-         -32.50  (meters)          (10/23/02) GPS OBS
 AA7219  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 AA7219
 AA7219  HORZ ORDER  -  FIRST
 AA7219  ELLP ORDER  -  FOURTH    CLASS I
 AA7219
 AA7219.The horizontal coordinates were established by GPS observations
 AA7219.and adjusted by the National Geodetic Survey in May 1999..
 AA7219
 AA7219.The orthometric height was determined by GPS observations and a
 AA7219.high-resolution geoid model.
 AA7219
 AA7219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7219
 AA7219.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7219
 AA7219.The ellipsoidal height was determined by GPS observations
 AA7219.and is referenced to NAD 83.
 AA7219
 AA7219.The geoid height was determined by GEOID03.
 AA7219
 AA7219;                    North         East     Units Scale Factor Converg.
 AA7219;SPC NJ       -    70,168.686    72,244.291   MT  0.99997442   -0 34 27.5
 AA7219;SPC NJ       -   230,211.76    237,021.48   sFT  0.99997442   -0 34 27.5
 AA7219;UTM  18      - 4,368,117.437   465,281.139   MT  0.99961484   -0 15 23.4
 AA7219
 AA7219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7219!SPC NJ       -   1.00000510  x   0.99997442  =   0.99997952
 AA7219!UTM  18      -   1.00000510  x   0.99961484  =   0.99961994
 AA7219
 AA7219                          SUPERSEDED SURVEY CONTROL
 AA7219
 AA7219  ELLIP H (05/14/99)  -32.49   (m)                       GP(       ) 4 1
 AA7219  NAD 83(1992)-  39 27 42.95507(N)    075 24 12.90766(W) AD(       ) 1
 AA7219  ELLIP H (08/04/95)  -32.56   (m)                       GP(       ) 3 1
 AA7219
 AA7219.Superseded values are not recommended for survey control.
 AA7219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7219.See file dsdata.txt to determine how the superseded data were derived.
 AA7219
 AA7219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6528168117(NAD 83)
 AA7219_MARKER: DJ = TIDAL STATION DISK
 AA7219_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AA7219_STAMPING: 7562 B 1977
 AA7219_MARK LOGO: NOS   
 AA7219_PROJECTION: RECESSED 2 CENTIMETERS
 AA7219_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7219+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1994
 AA7219_ROD/PIPE-DEPTH: 16.2 meters
 AA7219
 AA7219  HISTORY     - Date     Condition        Report By
 AA7219  HISTORY     - 1977     MONUMENTED       PORTER
 AA7219  HISTORY     - 19940831 GOOD             NJGS
 AA7219
 AA7219                          STATION DESCRIPTION
 AA7219
 AA7219'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA7219'THE STATION IS LOCATED IN LOWER ALLOWAYS CREEK TOWNSHIP ON THE SOUTH
 AA7219'SIDE OF CANTON ROAD, COUNTY ROAD 623.  TO REACH THE STATION FROM THE
 AA7219'INTERSECTION OF INTERSTATE HIGHWAY 295 AND HOOK ROAD, COUNTY ROAD 551
 AA7219'AT INTERCHANGE 1C, GO SOUTH ON COUNTY ROAD 551 FOR 4.8 MI (7.7 KM) TO
 AA7219'THE REVERSE WYE JUNCTION WITH STATE ROUTE 49.  BEAR TO THE LEFT AND GO
 AA7219'SOUTHEAST ON STATE ROUTE 49 FOR 4.8 MI (7.7 KM) TO THE TEE JUNCTION
 AA7219'WITH STATE ROUTE 45 ON THE LEFT.  CONTINUE SOUTHEAST ON STATE ROUTE 49
 AA7219'FOR 1.0 MI (1.6 KM) TO THE TEE JUNCTION WITH GRIEVES PARKWAY ON THE
 AA7219'RIGHT AT A KFC FAST FOOD RESTAURANT.  TURN RIGHT AND GO SOUTH THE
 AA7219'SOUTHWEST ON GRIEVES PARKWAY FOR 0.4 MI (0.6 KM) TO THE TEE JUNCTION
 AA7219'WITH COUNTY ROAD 623 ON THE LEFT.  TURN LEFT AND GO 7.9 MI (12.7 KM)
 AA7219'SOUTHEAST ON COUNTY ROAD 623 TO THE STATION ON THE RIGHT,
 AA7219'APPROXIMATELY 83 M (272.3 FT) NORTHWEST FROM THE BRIDGE CARRYING
 AA7219'COUNTY ROAD 623 OVER STOW CREEK, ON THE CUMBERLAND AND SALEM COUNTY
 AA7219'BOUNDARY.  THE STATION IS 91.5 FT (27.9 M) NORTHWEST FROM THE
 AA7219'NORTHWESTERLY END OF THE STEEL GUIDE RAIL ON THE SOUTH SIDE OF CANTON
 AA7219'ROAD, 114.O FT SOUTH SOUTHEAST FROM POLE NUMBER S 1027 AND 26.7 FT
 AA7219'(8.1 M) SOUTHWEST FROM THE CENTERLINE OF CANTON ROAD.  THE STATION IS
 AA7219'SET ABOUT 2 CM BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2253 ***********************************************************************
 JU2253  DESIGNATION -  853 7889 A TIDAL
 JU2253  PID         -  JU2253
 JU2253  STATE/COUNTY-  NJ/SALEM
 JU2253  USGS QUAD   -  SALEM (1995)
 JU2253
 JU2253                         *CURRENT SURVEY CONTROL
 JU2253  ___________________________________________________________________
 JU2253* NAD 83(1986)-  39 32 53.     (N)    075 24 47.     (W)     SCALED    
 JU2253* NAVD 88     -         1.329  (meters)       4.36   (feet)  ADJUSTED  
 JU2253  ___________________________________________________________________
 JU2253  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JU2253  DYNAMIC HT  -           1.328 (meters)       4.36  (feet)  COMP
 JU2253  MODELED GRAV-     980,117.5   (mgal)                       NAVD 88
 JU2253
 JU2253  VERT ORDER  -  FIRST     CLASS II
 JU2253
 JU2253.The horizontal coordinates were scaled from a topographic map and have
 JU2253.an estimated accuracy of +/- 6 seconds.
 JU2253
 JU2253.The orthometric height was determined by differential leveling
 JU2253.and adjusted by the National Geodetic Survey in June 1991..
 JU2253
 JU2253.The geoid height was determined by GEOID03.
 JU2253
 JU2253.The dynamic height is computed by dividing the NAVD 88
 JU2253.geopotential number by the normal gravity value computed on the
 JU2253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2253.degrees latitude (g = 980.6199 gals.).
 JU2253
 JU2253.The modeled gravity was interpolated from observed gravity values.
 JU2253
 JU2253;                    North         East    Units  Estimated Accuracy
 JU2253;SPC NJ       -    79,740.       71,530.      MT  (+/- 180 meters Scaled)
 JU2253
 JU2253                          SUPERSEDED SURVEY CONTROL
 JU2253
 JU2253  NGVD 29 (01/10/92)    1.614  (m)            5.30   (f) ADJUSTED    1 2
 JU2253
 JU2253.Superseded values are not recommended for survey control.
 JU2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2253.See file dsdata.txt to determine how the superseded data were derived.
 JU2253
 JU2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ645776(NAD 83)
 JU2253_MARKER: DJ = TIDAL STATION DISK
 JU2253_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2253_SP_SET: GALVANIZED STEEL ROD
 JU2253_STAMPING: 7889 A 1977
 JU2253_MARK LOGO: NOS   
 JU2253_PROJECTION: RECESSED 10 CENTIMETERS
 JU2253_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2253+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1994
 JU2253_ROD/PIPE-DEPTH: 15.2 meters
 JU2253
 JU2253  HISTORY     - Date     Condition        Report By
 JU2253  HISTORY     - 1977     MONUMENTED       PORTER
 JU2253  HISTORY     - 1979     GOOD             NGS
 JU2253  HISTORY     - 19940919 GOOD             NJGS
 JU2253  HISTORY     - 19961228 GOOD             USPSQD
 JU2253
 JU2253                          STATION DESCRIPTION
 JU2253
 JU2253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2253'0.05 MI SE FROM QUINTON.
 JU2253'0.05 MILE SOUTHEAST ALONG STATE ROUTE 49 FROM THE HIGHWAY BRIDGE
 JU2253'OVER ALLOWAY CREEK, THENCE 0.05 MILE NORTHEAST ALONG COUNTY ROUTE
 JU2253'581 FROM ITS INTERSECTION WITH STATE HIGHWAY ROUTE 49, AT QUINTON,
 JU2253'SOUTH OF THE SOUTH BANK OF ALLOWAY CREEK.  THE MARK IS A STANDARD NOS
 JU2253'BENCH MARK DISK STAMPED 7889 A 1977 SET ON TOP OF A 5/8 DIAM.
 JU2253'GALVANIZED STEEL ROD DRIVEN 50 FEET, 293.4 FEET EAST-NORTHEAST OF
 JU2253'BENCH MARK 7889 E, 61.4 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
 JU2253'ALLOWAY CREEK, 78.1 FEET SOUTHWEST OF WOOD UTILITY POLE NUMBER
 JU2253'522333, 5.7 FEET NORTHWEST OF THE NORTHWEST CURB OF ROUTE 581, 9.1
 JU2253'FEET NORTHEAST OF WOOD UTILITY POLE NUMBER 522332, 25.3 FEET NORTHWEST
 JU2253'OF CENTER LINE OF ROUTE 581, AND SET 2 INCHES BELOW GROUND.
 JU2253'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 JU2253'THE MARK IS ABOVE LEVEL WITH ROAD.
 JU2253
 JU2253                          STATION RECOVERY (1994)
 JU2253
 JU2253'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU2253'RECOVERED AS DESCRIBED.
 JU2253
 JU2253                          STATION RECOVERY (1996)
 JU2253
 JU2253'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2251 ***********************************************************************
 JU2251  DESIGNATION -  853 7889 B TIDAL
 JU2251  PID         -  JU2251
 JU2251  STATE/COUNTY-  NJ/SALEM
 JU2251  USGS QUAD   -  SALEM (1995)
 JU2251
 JU2251                         *CURRENT SURVEY CONTROL
 JU2251  ___________________________________________________________________
 JU2251* NAD 83(1986)-  39 32 53.     (N)    075 24 53.     (W)     SCALED    
 JU2251* NAVD 88     -         2.483  (meters)       8.15   (feet)  ADJUSTED  
 JU2251  ___________________________________________________________________
 JU2251  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JU2251  DYNAMIC HT  -           2.481 (meters)       8.14  (feet)  COMP
 JU2251  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 JU2251
 JU2251  VERT ORDER  -  FIRST     CLASS II
 JU2251
 JU2251.The horizontal coordinates were scaled from a topographic map and have
 JU2251.an estimated accuracy of +/- 6 seconds.
 JU2251
 JU2251.The orthometric height was determined by differential leveling
 JU2251.and adjusted by the National Geodetic Survey in June 1991..
 JU2251
 JU2251.The geoid height was determined by GEOID03.
 JU2251
 JU2251.The dynamic height is computed by dividing the NAVD 88
 JU2251.geopotential number by the normal gravity value computed on the
 JU2251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2251.degrees latitude (g = 980.6199 gals.).
 JU2251
 JU2251.The modeled gravity was interpolated from observed gravity values.
 JU2251
 JU2251;                    North         East    Units  Estimated Accuracy
 JU2251;SPC NJ       -    79,740.       71,380.      MT  (+/- 180 meters Scaled)
 JU2251
 JU2251                          SUPERSEDED SURVEY CONTROL
 JU2251
 JU2251  NGVD 29 (01/10/92)    2.767  (m)            9.08   (f) ADJUSTED    1 2
 JU2251
 JU2251.Superseded values are not recommended for survey control.
 JU2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2251.See file dsdata.txt to determine how the superseded data were derived.
 JU2251
 JU2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ643776(NAD 83)
 JU2251_MARKER: DJ = TIDAL STATION DISK
 JU2251_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU2251_SP_SET: ABUTMENT
 JU2251_STAMPING: 7889 B 1977
 JU2251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2251+STABILITY: SURFACE MOTION
 JU2251
 JU2251  HISTORY     - Date     Condition        Report By
 JU2251  HISTORY     - 1977     MONUMENTED       NOS
 JU2251  HISTORY     - 1979     GOOD             NGS
 JU2251  HISTORY     - 19960802 GOOD             USPSQD
 JU2251
 JU2251                          STATION DESCRIPTION
 JU2251
 JU2251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2251'IN QUINTON.
 JU2251'IN QUINTON, AT THE CONCRETE HIGHWAY BRIDGE OVER ALLOWAY CREEK,
 JU2251'THE MARK IS A STANDARD NOS BENCH MARK DISK STAMPED 7889 B 1977
 JU2251'SET IN TOP OF THE NORTHWEST CONCRETE BRIDGE ABUTMENT, ALSO USED AS
 JU2251'WALKWAY FOR THE BRIDGE, 138.8 FEET NORTHWEST OF BENCH MARK 7889 E,
 JU2251'1.2 FEET SOUTHEAST OF THE NORTHWEST FACE OF THE ABUTMENT, 6.2 FEET
 JU2251'SOUTHWEST OF THE SOUTHWEST CURB OF THE BRIDGE, 2.4 FEET NORTHEAST OF
 JU2251'THE CONCRETE BRIDGE WALL, 13.2 FEET NORTHEAST OF WOOD UTILITY POLE
 JU2251'(NO NUMBER), AND FLUSH WITH THE WALKWAY.
 JU2251'THE MARK IS ABOVE LEVEL WITH BRIDGE.
 JU2251
 JU2251                          STATION RECOVERY (1996)
 JU2251
 JU2251'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2250 ***********************************************************************
 JU2250  DESIGNATION -  853 7889 C TIDAL
 JU2250  PID         -  JU2250
 JU2250  STATE/COUNTY-  NJ/SALEM
 JU2250  USGS QUAD   -  SALEM (1995)
 JU2250
 JU2250                         *CURRENT SURVEY CONTROL
 JU2250  ___________________________________________________________________
 JU2250* NAD 83(1986)-  39 32 59.     (N)    075 24 56.     (W)     SCALED    
 JU2250* NAVD 88     -         0.797  (meters)       2.61   (feet)  ADJUSTED  
 JU2250  ___________________________________________________________________
 JU2250  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JU2250  DYNAMIC HT  -           0.797 (meters)       2.61  (feet)  COMP
 JU2250  MODELED GRAV-     980,118.0   (mgal)                       NAVD 88
 JU2250
 JU2250  VERT ORDER  -  FIRST     CLASS II
 JU2250
 JU2250.The horizontal coordinates were scaled from a topographic map and have
 JU2250.an estimated accuracy of +/- 6 seconds.
 JU2250
 JU2250.The orthometric height was determined by differential leveling
 JU2250.and adjusted by the National Geodetic Survey in June 1991..
 JU2250
 JU2250.The geoid height was determined by GEOID03.
 JU2250
 JU2250.The dynamic height is computed by dividing the NAVD 88
 JU2250.geopotential number by the normal gravity value computed on the
 JU2250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2250.degrees latitude (g = 980.6199 gals.).
 JU2250
 JU2250.The modeled gravity was interpolated from observed gravity values.
 JU2250
 JU2250;                    North         East    Units  Estimated Accuracy
 JU2250;SPC NJ       -    79,930.       71,310.      MT  (+/- 180 meters Scaled)
 JU2250
 JU2250                          SUPERSEDED SURVEY CONTROL
 JU2250
 JU2250  NGVD 29 (01/10/92)    1.082  (m)            3.55   (f) ADJUSTED    1 2
 JU2250
 JU2250.Superseded values are not recommended for survey control.
 JU2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2250.See file dsdata.txt to determine how the superseded data were derived.
 JU2250
 JU2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ642778(NAD 83)
 JU2250_MARKER: DJ = TIDAL STATION DISK
 JU2250_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2250_SP_SET: GALVANIZED STEEL ROD
 JU2250_STAMPING: 7889 C 1977
 JU2250_PROJECTION: RECESSED 5 CENTIMETERS
 JU2250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2250_ROD/PIPE-DEPTH: 15.2 meters
 JU2250
 JU2250  HISTORY     - Date     Condition        Report By
 JU2250  HISTORY     - 1977     MONUMENTED       NOS
 JU2250  HISTORY     - 1979     GOOD             NGS
 JU2250  HISTORY     - 19960802 MARK NOT FOUND   USPSQD
 JU2250
 JU2250                          STATION DESCRIPTION
 JU2250
 JU2250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2250'0.05 MI NW FROM QUINTON.
 JU2250'0.05 MILE NORTHWEST ALONG STATE ROUTE 49 FROM THE CONCRETE HIGHWAY
 JU2250'BRIDGE OVER ALLOWAY CREEK IN QUINTON,TO THE INTERSECTION OF STATE
 JU2250'HIGHWAY 49 AND QUINTON ROAD, THE MARK IS A STANDARD NOS BENCH MARK
 JU2250'DISK STAMPED 7889 C 1977, SET ON TOP OF A 5/8 DIAM. GALVANIZED
 JU2250'STEEL ROD DRIVEN 50 FEET, 366.3 FEET NORTHWEST OF BENCH MARK 7889 B
 JU2250'AND THE NORTHWEST END OF THE ROUTE 49 BRIDGE OVER ALLOWAY CREEK,
 JU2250'5.0 FEET NORTHEAST OF WOOD UTILITY POLE NUMBER 9617, 20.4 FEET
 JU2250'SOUTHEAST OF WOOD UTILITY POLE NUMBER 599, 12.0 FEET NORTH OF THE
 JU2250'NORTH END OF A STEEL GUARD RAIL, 66.1 FEET NORTHWEST OF THE SOUTHWEST
 JU2250'END OF A WOOD BILLBOARD STRUCTURE, AND SET 2 INCHES BELOW GROUND.
 JU2250'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 JU2250'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2250
 JU2250                          STATION RECOVERY (1996)
 JU2250
 JU2250'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2249 ***********************************************************************
 JU2249  DESIGNATION -  853 7889 D TIDAL
 JU2249  PID         -  JU2249
 JU2249  STATE/COUNTY-  NJ/SALEM
 JU2249  USGS QUAD   -  SALEM (1995)
 JU2249
 JU2249                         *CURRENT SURVEY CONTROL
 JU2249  ___________________________________________________________________
 JU2249* NAD 83(1986)-  39 32 59.     (N)    075 24 59.     (W)     SCALED    
 JU2249* NAVD 88     -         1.341  (meters)       4.40   (feet)  ADJUSTED  
 JU2249  ___________________________________________________________________
 JU2249  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JU2249  DYNAMIC HT  -           1.341 (meters)       4.40  (feet)  COMP
 JU2249  MODELED GRAV-     980,118.0   (mgal)                       NAVD 88
 JU2249
 JU2249  VERT ORDER  -  FIRST     CLASS II
 JU2249
 JU2249.The horizontal coordinates were scaled from a topographic map and have
 JU2249.an estimated accuracy of +/- 6 seconds.
 JU2249
 JU2249.The orthometric height was determined by differential leveling
 JU2249.and adjusted by the National Geodetic Survey in June 1991..
 JU2249
 JU2249.The geoid height was determined by GEOID03.
 JU2249
 JU2249.The dynamic height is computed by dividing the NAVD 88
 JU2249.geopotential number by the normal gravity value computed on the
 JU2249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2249.degrees latitude (g = 980.6199 gals.).
 JU2249
 JU2249.The modeled gravity was interpolated from observed gravity values.
 JU2249
 JU2249;                    North         East    Units  Estimated Accuracy
 JU2249;SPC NJ       -    79,930.       71,240.      MT  (+/- 180 meters Scaled)
 JU2249
 JU2249                          SUPERSEDED SURVEY CONTROL
 JU2249
 JU2249  NGVD 29 (01/10/92)    1.626  (m)            5.33   (f) ADJUSTED    1 2
 JU2249
 JU2249.Superseded values are not recommended for survey control.
 JU2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2249.See file dsdata.txt to determine how the superseded data were derived.
 JU2249
 JU2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ642778(NAD 83)
 JU2249_MARKER: DJ = TIDAL STATION DISK
 JU2249_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2249_SP_SET: GALVANIZED STEEL ROD
 JU2249_STAMPING: 7889 D 1977
 JU2249_PROJECTION: RECESSED 5 CENTIMETERS
 JU2249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2249_ROD/PIPE-DEPTH: 15.2 meters
 JU2249
 JU2249  HISTORY     - Date     Condition        Report By
 JU2249  HISTORY     - 1977     MONUMENTED       NOS
 JU2249  HISTORY     - 1979     GOOD             NGS
 JU2249  HISTORY     - 19960802 GOOD             USPSQD
 JU2249
 JU2249                          STATION DESCRIPTION
 JU2249
 JU2249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2249'0.1 MI NW FROM QUINTON.
 JU2249'0.1 MILE NORTHWEST ALONG STATE ROUTE 49 FROM HIGHWAY BRIDGE OVER
 JU2249'ALLOWAY CREEK IN QUINTON, 299.0 FEET NORTHWEST OF BENCH MARK 7889 C,
 JU2249'34 FEET WEST OF A STEEL SIGN POST BRIDGE FREEZES BEFORE PAVEMENT,
 JU2249'35.6 FEET SOUTH OF THE CENTER LINE OF HIGHWAY ROUTE 49, 5.3 FEET
 JU2249'NORTHEAST OF WOOD UTILITY POLE 15972, 120 FEET NORTHWEST OF A SECOND
 JU2249'WOOD UTILITY POLE 1389, AND SET 2 INCHES BELOW GROUND.
 JU2249'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 JU2249'THE MARK IS ABOVE LEVEL WITH ROAD.
 JU2249
 JU2249                          STATION RECOVERY (1996)
 JU2249
 JU2249'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2252 ***********************************************************************
 JU2252  DESIGNATION -  853 7889 E TIDAL
 JU2252  PID         -  JU2252
 JU2252  STATE/COUNTY-  NJ/SALEM
 JU2252  USGS QUAD   -  SALEM (1995)
 JU2252
 JU2252                         *CURRENT SURVEY CONTROL
 JU2252  ___________________________________________________________________
 JU2252* NAD 83(1986)-  39 32 53.     (N)    075 24 53.     (W)     SCALED    
 JU2252* NAVD 88     -         2.420  (meters)       7.94   (feet)  ADJUSTED  
 JU2252  ___________________________________________________________________
 JU2252  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JU2252  DYNAMIC HT  -           2.418 (meters)       7.93  (feet)  COMP
 JU2252  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 JU2252
 JU2252  VERT ORDER  -  FIRST     CLASS II
 JU2252
 JU2252.The horizontal coordinates were scaled from a topographic map and have
 JU2252.an estimated accuracy of +/- 6 seconds.
 JU2252
 JU2252.The orthometric height was determined by differential leveling
 JU2252.and adjusted by the National Geodetic Survey in June 1991..
 JU2252
 JU2252.The geoid height was determined by GEOID03.
 JU2252
 JU2252.The dynamic height is computed by dividing the NAVD 88
 JU2252.geopotential number by the normal gravity value computed on the
 JU2252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2252.degrees latitude (g = 980.6199 gals.).
 JU2252
 JU2252.The modeled gravity was interpolated from observed gravity values.
 JU2252
 JU2252;                    North         East    Units  Estimated Accuracy
 JU2252;SPC NJ       -    79,740.       71,380.      MT  (+/- 180 meters Scaled)
 JU2252
 JU2252                          SUPERSEDED SURVEY CONTROL
 JU2252
 JU2252  NGVD 29 (01/10/92)    2.705  (m)            8.87   (f) ADJUSTED    1 2
 JU2252
 JU2252.Superseded values are not recommended for survey control.
 JU2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2252.See file dsdata.txt to determine how the superseded data were derived.
 JU2252
 JU2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ643776(NAD 83)
 JU2252_MARKER: DJ = TIDAL STATION DISK
 JU2252_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU2252_SP_SET: ABUTMENT
 JU2252_STAMPING: 7889 E 1977
 JU2252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2252+STABILITY: SURFACE MOTION
 JU2252
 JU2252  HISTORY     - Date     Condition        Report By
 JU2252  HISTORY     - 1977     MONUMENTED       NOS
 JU2252  HISTORY     - 1979     GOOD             NGS
 JU2252  HISTORY     - 19960802 GOOD             USPSQD
 JU2252
 JU2252                          STATION DESCRIPTION
 JU2252
 JU2252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2252'IN QUINTON.
 JU2252'IN QUINTON, AT THE CONCRETE HIGHWAY BRIDGE OVER ALLOWAY CREEK, IN
 JU2252'TOP OF THE SOUTHEAST CONCRETE BRIDGE ABUTMENT OF STATE HIGHWAY 49
 JU2252'BRIDGE OVER ALLOWAY CREEK.  THE MARK IS A STANDARD NOS BENCH MARK
 JU2252'DISK STAMPED 7889 E 1977, LOCATED 8.1 FEET SOUTHEAST OF BENCH MARK
 JU2252'Q-9 1930, 0.6 FEET EAST OF THE EAST CURB OF THE STEEL SWING BRIDGE
 JU2252'8.9 FEET NORTHWEST OF THE SOUTHEAST END OF BRIDGE WALL AND CURB,
 JU2252'15.3 FEET NORTHEAST OF THE CENTER LINE OF THE BRIDGE, AND SET FLUSH
 JU2252'WITH THE TOP OF CURB.
 JU2252'THE MARK IS ABOVE LEVEL WITH BRIDGE.
 JU2252
 JU2252                          STATION RECOVERY (1996)
 JU2252
 JU2252'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2243 ***********************************************************************
 JU2243  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2243  DESIGNATION -  853 7961 A TIDAL
 JU2243  PID         -  JU2243
 JU2243  STATE/COUNTY-  NJ/SALEM
 JU2243  USGS QUAD   -  SALEM (1995)
 JU2243
 JU2243                         *CURRENT SURVEY CONTROL
 JU2243  ___________________________________________________________________
 JU2243* NAD 83(1986)-  39 34 09.     (N)    075 29 54.     (W)     SCALED    
 JU2243* NAVD 88     -         1.882  (meters)       6.17   (feet)  ADJUSTED  
 JU2243  ___________________________________________________________________
 JU2243  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU2243  DYNAMIC HT  -           1.881 (meters)       6.17  (feet)  COMP
 JU2243  MODELED GRAV-     980,125.0   (mgal)                       NAVD 88
 JU2243
 JU2243  VERT ORDER  -  FIRST     CLASS II
 JU2243
 JU2243.The horizontal coordinates were scaled from a topographic map and have
 JU2243.an estimated accuracy of +/- 6 seconds.
 JU2243
 JU2243.The orthometric height was determined by differential leveling
 JU2243.and adjusted by the National Geodetic Survey in June 1991..
 JU2243
 JU2243.This Tidal Bench Mark is designated as VM 2806
 JU2243.by the Center for Operational Oceanographic Products and Services.
 JU2243
 JU2243.The geoid height was determined by GEOID03.
 JU2243
 JU2243.The dynamic height is computed by dividing the NAVD 88
 JU2243.geopotential number by the normal gravity value computed on the
 JU2243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2243.degrees latitude (g = 980.6199 gals.).
 JU2243
 JU2243.The modeled gravity was interpolated from observed gravity values.
 JU2243
 JU2243;                    North         East    Units  Estimated Accuracy
 JU2243;SPC NJ       -    82,160.       64,220.      MT  (+/- 180 meters Scaled)
 JU2243
 JU2243                          SUPERSEDED SURVEY CONTROL
 JU2243
 JU2243  NGVD 29 (01/10/92)    2.157  (m)            7.08   (f) ADJUSTED    1 2
 JU2243
 JU2243.Superseded values are not recommended for survey control.
 JU2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2243.See file dsdata.txt to determine how the superseded data were derived.
 JU2243
 JU2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ571800(NAD 83)
 JU2243_MARKER: DJ = TIDAL STATION DISK
 JU2243_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2243_SP_SET: GALVANIZED STEEL ROD
 JU2243_STAMPING: 7961 A 1977
 JU2243_PROJECTION: RECESSED 10 CENTIMETERS
 JU2243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2243_ROD/PIPE-DEPTH: 15.2 meters
 JU2243
 JU2243  HISTORY     - Date     Condition        Report By
 JU2243  HISTORY     - 1977     MONUMENTED       NOS
 JU2243  HISTORY     - 1979     GOOD             NGS
 JU2243
 JU2243                          STATION DESCRIPTION
 JU2243
 JU2243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2243'1.8 MI NW FROM SALEM.
 JU2243'0.4 MILE NORTHWEST ALONG STATE ROUTE 49 FROM THE POST OFFICE IN SALEM,
 JU2243'THENCE 1.0 MILE SOUTHWEST ALONG TILBURY ROAD, THENCE 0.4 MILE
 JU2243'NORTHWEST ALONG SINNICKSON LANDING ROAD TO THE MARK ON THE RIGHT, AT
 JU2243'THE NORTHEAST SIDE OF POWER POLE S 24373, 86 FEET SOUTHEAST OF THE
 JU2243'SOUTHEAST CORNER OF A SINGLE STORY HOUSE NUMBER 70, 21 FEET NORTHWEST
 JU2243'OF THE CENTER LINE OF THE ROAD, 6 FEET NORTHEAST OF POWER POLE
 JU2243'S 24373, 4.5 FEET NORTHEAST OF A 5 INCH METAL PIPE SUPPORTING MAIL
 JU2243'BOX FOR HOUSE 70.
 JU2243'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 JU2243'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2242 ***********************************************************************
 JU2242  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2242  DESIGNATION -  853 7961 B TIDAL
 JU2242  PID         -  JU2242
 JU2242  STATE/COUNTY-  NJ/SALEM
 JU2242  USGS QUAD   -  SALEM (1995)
 JU2242
 JU2242                         *CURRENT SURVEY CONTROL
 JU2242  ___________________________________________________________________
 JU2242* NAD 83(1986)-  39 34 09.     (N)    075 29 54.     (W)     SCALED    
 JU2242* NAVD 88     -         1.832  (meters)       6.01   (feet)  ADJUSTED  
 JU2242  ___________________________________________________________________
 JU2242  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU2242  DYNAMIC HT  -           1.831 (meters)       6.01  (feet)  COMP
 JU2242  MODELED GRAV-     980,125.0   (mgal)                       NAVD 88
 JU2242
 JU2242  VERT ORDER  -  FIRST     CLASS II
 JU2242
 JU2242.The horizontal coordinates were scaled from a topographic map and have
 JU2242.an estimated accuracy of +/- 6 seconds.
 JU2242
 JU2242.The orthometric height was determined by differential leveling
 JU2242.and adjusted by the National Geodetic Survey in June 1991..
 JU2242
 JU2242.This Tidal Bench Mark is designated as VM 2807
 JU2242.by the Center for Operational Oceanographic Products and Services.
 JU2242
 JU2242.The geoid height was determined by GEOID03.
 JU2242
 JU2242.The dynamic height is computed by dividing the NAVD 88
 JU2242.geopotential number by the normal gravity value computed on the
 JU2242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2242.degrees latitude (g = 980.6199 gals.).
 JU2242
 JU2242.The modeled gravity was interpolated from observed gravity values.
 JU2242
 JU2242;                    North         East    Units  Estimated Accuracy
 JU2242;SPC NJ       -    82,160.       64,220.      MT  (+/- 180 meters Scaled)
 JU2242
 JU2242                          SUPERSEDED SURVEY CONTROL
 JU2242
 JU2242  NGVD 29 (01/10/92)    2.107  (m)            6.91   (f) ADJUSTED    1 2
 JU2242
 JU2242.Superseded values are not recommended for survey control.
 JU2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2242.See file dsdata.txt to determine how the superseded data were derived.
 JU2242
 JU2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ571800(NAD 83)
 JU2242_MARKER: DJ = TIDAL STATION DISK
 JU2242_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2242_SP_SET: GALVANIZED STEEL ROD
 JU2242_STAMPING: 7961 B 1977
 JU2242_PROJECTION: FLUSH
 JU2242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2242_ROD/PIPE-DEPTH: 15.2 meters
 JU2242
 JU2242  HISTORY     - Date     Condition        Report By
 JU2242  HISTORY     - 1977     MONUMENTED       NOS
 JU2242  HISTORY     - 1979     GOOD             NGS
 JU2242
 JU2242                          STATION DESCRIPTION
 JU2242
 JU2242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2242'1.7 MI NW FROM SALEM.
 JU2242'0.4 MILE NORTHWEST ALONG STATE ROUTE 49 FROM THE POST OFFICE IN SALEM,
 JU2242'THENCE 1.0 MILE SOUTHWEST ALONG TILBURY ROAD, THENCE 0.3 MILE
 JU2242'NORTHWEST ALONG SINNICKSON LANDING ROAD TO THE MARK ON THE RIGHT, 19.9
 JU2242'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 17 FEET SOUTHEAST OF
 JU2242'THE SOUTHEAST METAL BULKHEAD OF THE LANDING, 4.5 FEET WEST OF POWER
 JU2242'POLE 24370.
 JU2242'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 JU2242'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2241 ***********************************************************************
 JU2241  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2241  DESIGNATION -  853 7961 C TIDAL
 JU2241  PID         -  JU2241
 JU2241  STATE/COUNTY-  NJ/SALEM
 JU2241  USGS QUAD   -  SALEM (1995)
 JU2241
 JU2241                         *CURRENT SURVEY CONTROL
 JU2241  ___________________________________________________________________
 JU2241* NAD 83(1986)-  39 34 12.     (N)    075 29 46.     (W)     SCALED    
 JU2241* NAVD 88     -         1.332  (meters)       4.37   (feet)  ADJUSTED  
 JU2241  ___________________________________________________________________
 JU2241  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU2241  DYNAMIC HT  -           1.332 (meters)       4.37  (feet)  COMP
 JU2241  MODELED GRAV-     980,125.1   (mgal)                       NAVD 88
 JU2241
 JU2241  VERT ORDER  -  FIRST     CLASS II
 JU2241
 JU2241.The horizontal coordinates were scaled from a topographic map and have
 JU2241.an estimated accuracy of +/- 6 seconds.
 JU2241
 JU2241.The orthometric height was determined by differential leveling
 JU2241.and adjusted by the National Geodetic Survey in June 1991..
 JU2241
 JU2241.This Tidal Bench Mark is designated as VM 2808
 JU2241.by the Center for Operational Oceanographic Products and Services.
 JU2241
 JU2241.The geoid height was determined by GEOID03.
 JU2241
 JU2241.The dynamic height is computed by dividing the NAVD 88
 JU2241.geopotential number by the normal gravity value computed on the
 JU2241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2241.degrees latitude (g = 980.6199 gals.).
 JU2241
 JU2241.The modeled gravity was interpolated from observed gravity values.
 JU2241
 JU2241;                    North         East    Units  Estimated Accuracy
 JU2241;SPC NJ       -    82,250.       64,420.      MT  (+/- 180 meters Scaled)
 JU2241
 JU2241                          SUPERSEDED SURVEY CONTROL
 JU2241
 JU2241  NGVD 29 (01/10/92)    1.607  (m)            5.27   (f) ADJUSTED    1 2
 JU2241
 JU2241.Superseded values are not recommended for survey control.
 JU2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2241.See file dsdata.txt to determine how the superseded data were derived.
 JU2241
 JU2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ573801(NAD 83)
 JU2241_MARKER: DJ = TIDAL STATION DISK
 JU2241_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2241_SP_SET: GALVANIZED STEEL ROD
 JU2241_STAMPING: 7961 C 1977
 JU2241_PROJECTION: FLUSH
 JU2241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2241_ROD/PIPE-DEPTH: 15.2 meters
 JU2241
 JU2241  HISTORY     - Date     Condition        Report By
 JU2241  HISTORY     - 1977     MONUMENTED       NOS
 JU2241  HISTORY     - 1979     GOOD             NGS
 JU2241
 JU2241                          STATION DESCRIPTION
 JU2241
 JU2241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2241'1.65 MI NW FROM SALEM.
 JU2241'0.4 MILE NORTHWEST ALONG STATE ROUTE 49 FROM THE POST OFFICE IN SALEM,
 JU2241'THENCE 1.0 MILE SOUTHWEST ALONG TILBURY ROAD, THENCE 0.25 MILE
 JU2241'NORTHWEST ALONG SINNICKSON ROAD TO THE MARK ON THE LEFT, 162 FEET
 JU2241'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 112 FEET WEST OF THE WEST
 JU2241'CORNER OF CONCRETE BLOCK HOUSE 22, 62 FEET WEST OF THE CENTER OF SAND
 JU2241'DRIVEWAY.
 JU2241'THE MARK IS ABOVE LEVEL WITH SAND DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2240 ***********************************************************************
 JU2240  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2240  DESIGNATION -  853 7961 D TIDAL
 JU2240  PID         -  JU2240
 JU2240  STATE/COUNTY-  NJ/SALEM
 JU2240  USGS QUAD   -  SALEM (1995)
 JU2240
 JU2240                         *CURRENT SURVEY CONTROL
 JU2240  ___________________________________________________________________
 JU2240* NAD 83(1986)-  39 34 11.     (N)    075 29 42.     (W)     SCALED    
 JU2240* NAVD 88     -         1.649  (meters)       5.41   (feet)  ADJUSTED  
 JU2240  ___________________________________________________________________
 JU2240  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU2240  DYNAMIC HT  -           1.649 (meters)       5.41  (feet)  COMP
 JU2240  MODELED GRAV-     980,125.0   (mgal)                       NAVD 88
 JU2240
 JU2240  VERT ORDER  -  FIRST     CLASS II
 JU2240
 JU2240.The horizontal coordinates were scaled from a topographic map and have
 JU2240.an estimated accuracy of +/- 6 seconds.
 JU2240
 JU2240.The orthometric height was determined by differential leveling
 JU2240.and adjusted by the National Geodetic Survey in June 1991..
 JU2240
 JU2240.This Tidal Bench Mark is designated as VM 2809
 JU2240.by the Center for Operational Oceanographic Products and Services.
 JU2240
 JU2240.The geoid height was determined by GEOID03.
 JU2240
 JU2240.The dynamic height is computed by dividing the NAVD 88
 JU2240.geopotential number by the normal gravity value computed on the
 JU2240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2240.degrees latitude (g = 980.6199 gals.).
 JU2240
 JU2240.The modeled gravity was interpolated from observed gravity values.
 JU2240
 JU2240;                    North         East    Units  Estimated Accuracy
 JU2240;SPC NJ       -    82,220.       64,510.      MT  (+/- 180 meters Scaled)
 JU2240
 JU2240                          SUPERSEDED SURVEY CONTROL
 JU2240
 JU2240  NGVD 29 (01/10/92)    1.924  (m)            6.31   (f) ADJUSTED    1 2
 JU2240
 JU2240.Superseded values are not recommended for survey control.
 JU2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2240.See file dsdata.txt to determine how the superseded data were derived.
 JU2240
 JU2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ574801(NAD 83)
 JU2240_MARKER: DJ = TIDAL STATION DISK
 JU2240_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2240_SP_SET: GALVANIZED STEEL ROD
 JU2240_STAMPING: 7961 D 1977
 JU2240_PROJECTION: FLUSH
 JU2240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2240_ROD/PIPE-DEPTH: 15.2 meters
 JU2240
 JU2240  HISTORY     - Date     Condition        Report By
 JU2240  HISTORY     - 1977     MONUMENTED       NOS
 JU2240  HISTORY     - 1979     GOOD             NGS
 JU2240
 JU2240                          STATION DESCRIPTION
 JU2240
 JU2240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2240'1.6 MI NW FROM SALEM.
 JU2240'0.4 MILE NORTHWEST ALONG STATE ROUTE 49 FROM THE POST OFFICE IN SALEM,
 JU2240'THENCE 1.0 MILE SOUTHWEST ALONG TILBURY ROAD, THENCE 0.2 MILE
 JU2240'NORTHWEST ALONG SINNICKSON LANDING ROAD TO THE MARK ON THE RIGHT,
 JU2240'23.2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 5.9 FEET
 JU2240'SOUTHWEST OF THE SOUTHWEST CORNER OF A GARAGE, 3.8 FEET WEST OF POWER
 JU2240'POLE 26365 WITH 3 GUY WIRES AND A TRANSFORMER.
 JU2240'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2239 ***********************************************************************
 JU2239  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2239  DESIGNATION -  853 7961 E TIDAL
 JU2239  PID         -  JU2239
 JU2239  STATE/COUNTY-  NJ/SALEM
 JU2239  USGS QUAD   -  SALEM (1995)
 JU2239
 JU2239                         *CURRENT SURVEY CONTROL
 JU2239  ___________________________________________________________________
 JU2239* NAD 83(1986)-  39 34 13.     (N)    075 29 37.     (W)     SCALED    
 JU2239* NAVD 88     -         2.173  (meters)       7.13   (feet)  ADJUSTED  
 JU2239  ___________________________________________________________________
 JU2239  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU2239  DYNAMIC HT  -           2.172 (meters)       7.13  (feet)  COMP
 JU2239  MODELED GRAV-     980,125.1   (mgal)                       NAVD 88
 JU2239
 JU2239  VERT ORDER  -  FIRST     CLASS II
 JU2239
 JU2239.The horizontal coordinates were scaled from a topographic map and have
 JU2239.an estimated accuracy of +/- 6 seconds.
 JU2239
 JU2239.The orthometric height was determined by differential leveling
 JU2239.and adjusted by the National Geodetic Survey in June 1991..
 JU2239
 JU2239.This Tidal Bench Mark is designated as VM 2810
 JU2239.by the Center for Operational Oceanographic Products and Services.
 JU2239
 JU2239.The geoid height was determined by GEOID03.
 JU2239
 JU2239.The dynamic height is computed by dividing the NAVD 88
 JU2239.geopotential number by the normal gravity value computed on the
 JU2239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2239.degrees latitude (g = 980.6199 gals.).
 JU2239
 JU2239.The modeled gravity was interpolated from observed gravity values.
 JU2239
 JU2239;                    North         East    Units  Estimated Accuracy
 JU2239;SPC NJ       -    82,280.       64,630.      MT  (+/- 180 meters Scaled)
 JU2239
 JU2239                          SUPERSEDED SURVEY CONTROL
 JU2239
 JU2239  NGVD 29 (01/10/92)    2.447  (m)            8.03   (f) ADJUSTED    1 2
 JU2239
 JU2239.Superseded values are not recommended for survey control.
 JU2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2239.See file dsdata.txt to determine how the superseded data were derived.
 JU2239
 JU2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ576801(NAD 83)
 JU2239_MARKER: DJ = TIDAL STATION DISK
 JU2239_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 JU2239_SP_SET: GALVANIZED STEEL ROD
 JU2239_STAMPING: 7961 E 1977
 JU2239_PROJECTION: FLUSH
 JU2239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2239_ROD/PIPE-DEPTH: 15.2 meters
 JU2239
 JU2239  HISTORY     - Date     Condition        Report By
 JU2239  HISTORY     - 1977     MONUMENTED       NOS
 JU2239  HISTORY     - 1979     GOOD             NGS
 JU2239
 JU2239                          STATION DESCRIPTION
 JU2239
 JU2239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2239'1.5 MI NW FROM SALEM.
 JU2239'0.4 MILE NORTHWEST ALONG STATE ROUTE 49 FROM THE POST OFFICE IN SALEM,
 JU2239'THENCE 1.0 MILE SOUTHWEST ALONG TILBURY ROAD, THENCE 0.1 MILE
 JU2239'NORTHWEST ALONG SINNICKSON LANDING ROAD TO THE MARK ON THE LEFT, 56.3
 JU2239'FEET NORTH OF THE CORNER OF A SINGLE STORY BRICK HOUSE, AND 5.7 FEET
 JU2239'NORTHEAST OF POWER POLE 33885.
 JU2239'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2238 ***********************************************************************
 JU2238  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2238  DESIGNATION -  853 7979 A TIDAL
 JU2238  PID         -  JU2238
 JU2238  STATE/COUNTY-  NJ/SALEM
 JU2238  USGS QUAD   -  SALEM (1995)
 JU2238
 JU2238                         *CURRENT SURVEY CONTROL
 JU2238  ___________________________________________________________________
 JU2238* NAD 83(1986)-  39 34 37.     (N)    075 28 37.     (W)     SCALED    
 JU2238* NAVD 88     -         1.869  (meters)       6.13   (feet)  ADJUSTED  
 JU2238  ___________________________________________________________________
 JU2238  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU2238  DYNAMIC HT  -           1.868 (meters)       6.13  (feet)  COMP
 JU2238  MODELED GRAV-     980,126.2   (mgal)                       NAVD 88
 JU2238
 JU2238  VERT ORDER  -  FIRST     CLASS II
 JU2238
 JU2238.The horizontal coordinates were scaled from a topographic map and have
 JU2238.an estimated accuracy of +/- 6 seconds.
 JU2238
 JU2238.The orthometric height was determined by differential leveling
 JU2238.and adjusted by the National Geodetic Survey in June 1991..
 JU2238
 JU2238.This Tidal Bench Mark is designated as VM 12002
 JU2238.by the Center for Operational Oceanographic Products and Services.
 JU2238
 JU2238.The geoid height was determined by GEOID03.
 JU2238
 JU2238.The dynamic height is computed by dividing the NAVD 88
 JU2238.geopotential number by the normal gravity value computed on the
 JU2238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2238.degrees latitude (g = 980.6199 gals.).
 JU2238
 JU2238.The modeled gravity was interpolated from observed gravity values.
 JU2238
 JU2238;                    North         East    Units  Estimated Accuracy
 JU2238;SPC NJ       -    83,000.       66,070.      MT  (+/- 180 meters Scaled)
 JU2238
 JU2238                          SUPERSEDED SURVEY CONTROL
 JU2238
 JU2238  NGVD 29 (01/10/92)    2.144  (m)            7.03   (f) ADJUSTED    1 2
 JU2238
 JU2238.Superseded values are not recommended for survey control.
 JU2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2238.See file dsdata.txt to determine how the superseded data were derived.
 JU2238
 JU2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ590809(NAD 83)
 JU2238_MARKER: DJ = TIDAL STATION DISK
 JU2238_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU2238_SP_SET: CONCRETE BASE
 JU2238_STAMPING: 7979 A 1978
 JU2238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2238
 JU2238  HISTORY     - Date     Condition        Report By
 JU2238  HISTORY     - 1978     MONUMENTED       NOS
 JU2238  HISTORY     - 1979     GOOD             NGS
 JU2238
 JU2238                          STATION DESCRIPTION
 JU2238
 JU2238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2238'IN SALEM.
 JU2238'0.6 MILE NORTHWEST ALONG STATE ROUTE 49 FROM THE POST OFFICE IN SALEM
 JU2238'TO THE MARK ON THE RIGHT, AT THE SOUTHWEST END OF THE CORRUGATED
 JU2238'METAL BUILDING OF THE AMOCO FUEL DISTRIBUTING FACILITY, BETWEEN A 7
 JU2238'FOOT HIGH CONCRETE WALL AROUND MAIN STORAGE TANKS AND 6 SMALL STORAGE
 JU2238'TANKS, IN THE CONCRETE BASE SUPPORTING THE 6 STORAGE TANKS, 44 FEET
 JU2238'SOUTHEAST OF THE WOOD BULKHEAD AT THE SOUTHEAST BANK OF THE SALEM
 JU2238'RIVER, 36.5 FEET NORTH OF THE SOUTHWEST CORNER POST OF A CHAIN LINK
 JU2238'GATE AND ENTRANCE TO DISTRIBUTING PUMPS FOR FUEL TRUCKS, 5.8 FEET
 JU2238'NORTHEAST OF THE 7 FOOT CONCRETE WALL, AND 1.2 FEET SOUTHWEST OF THE
 JU2238'VERTICAL WALL SUPPORTING THE 6 STORAGE TANKS.
 JU2238'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2245 ***********************************************************************
 JU2245  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2245  DESIGNATION -  853 7979 B TIDAL
 JU2245  PID         -  JU2245
 JU2245  STATE/COUNTY-  NJ/SALEM
 JU2245  USGS QUAD   -  SALEM (1995)
 JU2245
 JU2245                         *CURRENT SURVEY CONTROL
 JU2245  ___________________________________________________________________
 JU2245* NAD 83(1986)-  39 34 36.     (N)    075 28 36.     (W)     SCALED    
 JU2245* NAVD 88     -         2.281  (meters)       7.48   (feet)  ADJUSTED  
 JU2245  ___________________________________________________________________
 JU2245  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU2245  DYNAMIC HT  -           2.280 (meters)       7.48  (feet)  COMP
 JU2245  MODELED GRAV-     980,126.2   (mgal)                       NAVD 88
 JU2245
 JU2245  VERT ORDER  -  FIRST     CLASS II
 JU2245
 JU2245.The horizontal coordinates were scaled from a topographic map and have
 JU2245.an estimated accuracy of +/- 6 seconds.
 JU2245
 JU2245.The orthometric height was determined by differential leveling
 JU2245.and adjusted by the National Geodetic Survey in June 1991..
 JU2245
 JU2245.This Tidal Bench Mark is designated as VM 12003
 JU2245.by the Center for Operational Oceanographic Products and Services.
 JU2245
 JU2245.The geoid height was determined by GEOID03.
 JU2245
 JU2245.The dynamic height is computed by dividing the NAVD 88
 JU2245.geopotential number by the normal gravity value computed on the
 JU2245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2245.degrees latitude (g = 980.6199 gals.).
 JU2245
 JU2245.The modeled gravity was interpolated from observed gravity values.
 JU2245
 JU2245;                    North         East    Units  Estimated Accuracy
 JU2245;SPC NJ       -    82,970.       66,090.      MT  (+/- 180 meters Scaled)
 JU2245
 JU2245                          SUPERSEDED SURVEY CONTROL
 JU2245
 JU2245  NGVD 29 (01/10/92)    2.556  (m)            8.39   (f) ADJUSTED    1 2
 JU2245
 JU2245.Superseded values are not recommended for survey control.
 JU2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2245.See file dsdata.txt to determine how the superseded data were derived.
 JU2245
 JU2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ590808(NAD 83)
 JU2245_MARKER: DJ = TIDAL STATION DISK
 JU2245_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU2245_SP_SET: CONCRETE BASE
 JU2245_STAMPING: 7979 B 1978
 JU2245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2245
 JU2245  HISTORY     - Date     Condition        Report By
 JU2245  HISTORY     - 1978     MONUMENTED       NOS
 JU2245  HISTORY     - 1979     GOOD             NGS
 JU2245  HISTORY     - 19960802 MARK NOT FOUND   USPSQD
 JU2245
 JU2245                          STATION DESCRIPTION
 JU2245
 JU2245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2245'IN SALEM.
 JU2245'0.6 MILE NORTHWEST ALONG STATE ROUTE 49 FROM THE POST OFFICE IN SALEM
 JU2245'TO THE MARK ON THE LEFT, IN FRONT OF AN AMOCO GASOLINE STATION IN A
 JU2245'CONCRETE BASE WHICH IS USED TO SUPPORT THE AMOCO SERVICE STATION SIGN,
 JU2245'16.6 FEET NORTHEAST OF THE GASOLINE PUMP CONCRETE BASE, AND 7.8 FEET
 JU2245'SOUTHWEST OF THE SOUTHWEST CURB OF ROUTE 49.
 JU2245
 JU2245                          STATION RECOVERY (1996)
 JU2245
 JU2245'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2237 ***********************************************************************
 JU2237  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2237  DESIGNATION -  853 7979 C TIDAL
 JU2237  PID         -  JU2237
 JU2237  STATE/COUNTY-  NJ/SALEM
 JU2237  USGS QUAD   -  SALEM (1995)
 JU2237
 JU2237                         *CURRENT SURVEY CONTROL
 JU2237  ___________________________________________________________________
 JU2237* NAD 83(1986)-  39 34 31.     (N)    075 28 38.     (W)     SCALED    
 JU2237* NAVD 88     -         2.793  (meters)       9.16   (feet)  ADJUSTED  
 JU2237  ___________________________________________________________________
 JU2237  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU2237  DYNAMIC HT  -           2.791 (meters)       9.16  (feet)  COMP
 JU2237  MODELED GRAV-     980,125.8   (mgal)                       NAVD 88
 JU2237
 JU2237  VERT ORDER  -  FIRST     CLASS II
 JU2237
 JU2237.The horizontal coordinates were scaled from a topographic map and have
 JU2237.an estimated accuracy of +/- 6 seconds.
 JU2237
 JU2237.The orthometric height was determined by differential leveling
 JU2237.and adjusted by the National Geodetic Survey in June 1991..
 JU2237
 JU2237.This Tidal Bench Mark is designated as VM 12004
 JU2237.by the Center for Operational Oceanographic Products and Services.
 JU2237
 JU2237.The geoid height was determined by GEOID03.
 JU2237
 JU2237.The dynamic height is computed by dividing the NAVD 88
 JU2237.geopotential number by the normal gravity value computed on the
 JU2237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2237.degrees latitude (g = 980.6199 gals.).
 JU2237
 JU2237.The modeled gravity was interpolated from observed gravity values.
 JU2237
 JU2237;                    North         East    Units  Estimated Accuracy
 JU2237;SPC NJ       -    82,820.       66,040.      MT  (+/- 180 meters Scaled)
 JU2237
 JU2237                          SUPERSEDED SURVEY CONTROL
 JU2237
 JU2237  NGVD 29 (01/10/92)    3.067  (m)           10.06   (f) ADJUSTED    1 2
 JU2237
 JU2237.Superseded values are not recommended for survey control.
 JU2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2237.See file dsdata.txt to determine how the superseded data were derived.
 JU2237
 JU2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ590807(NAD 83)
 JU2237_MARKER: DJ = TIDAL STATION DISK
 JU2237_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU2237_SP_SET: WALK WAY
 JU2237_STAMPING: 7979 C 1978
 JU2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2237+STABILITY: SURFACE MOTION
 JU2237
 JU2237  HISTORY     - Date     Condition        Report By
 JU2237  HISTORY     - 1978     MONUMENTED       NOS
 JU2237  HISTORY     - 1979     GOOD             NGS
 JU2237  HISTORY     - 19960802 GOOD             USPSQD
 JU2237
 JU2237                          STATION DESCRIPTION
 JU2237
 JU2237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2237'IN SALEM.
 JU2237'0.65 MILE NORTHWEST ALONG STATE ROUTE 49 FROM THE POST OFFICE IN
 JU2237'SALEM TO THE MARK ON THE RIGHT, AT THE NORTHWEST END OF THE DRAW
 JU2237'BRIDGE OVER THE SALEM RIVER, IN THE NORTHEAST WALK WAY OF THE
 JU2237'BRIDGE, 22 FEET NORTHEAST OF THE CENTER LINE OF THE BRIDGE, 15 FEET
 JU2237'SOUTHEAST OF THE NORTHWEST EDGE OF THE WALKWAY OF THE BRIDGE, 1 FOOT
 JU2237'SOUTHWEST OF THE SOUTHWEST FACE OF THE CONCRETE BRIDGE WALL.
 JU2237'THE MARK IS 1 FT ABOVE BRIDGE.
 JU2237
 JU2237                          STATION RECOVERY (1996)
 JU2237
 JU2237'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA8548 ***********************************************************************
 AA8548  DESIGNATION -  853 8055 A TIDAL
 AA8548  PID         -  AA8548
 AA8548  STATE/COUNTY-  NJ/SALEM
 AA8548  USGS QUAD   -  DELAWARE CITY (1993)
 AA8548
 AA8548                         *CURRENT SURVEY CONTROL
 AA8548  ___________________________________________________________________
 AA8548* NAD 83(1986)-  39 36 39.     (N)    075 31 12.     (W)     SCALED    
 AA8548* NAVD 88     -         1.601  (meters)       5.25   (feet)  ADJUSTED  
 AA8548  ___________________________________________________________________
 AA8548  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 AA8548  DYNAMIC HT  -           1.600 (meters)       5.25  (feet)  COMP
 AA8548  MODELED GRAV-     980,136.1   (mgal)                       NAVD 88
 AA8548
 AA8548  VERT ORDER  -  FIRST     CLASS II
 AA8548
 AA8548.The horizontal coordinates were scaled from a topographic map and have
 AA8548.an estimated accuracy of +/- 6 seconds.
 AA8548
 AA8548.The orthometric height was determined by differential leveling
 AA8548.and adjusted by the National Geodetic Survey in October 1996..
 AA8548
 AA8548.The geoid height was determined by GEOID03.
 AA8548
 AA8548.The dynamic height is computed by dividing the NAVD 88
 AA8548.geopotential number by the normal gravity value computed on the
 AA8548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8548.degrees latitude (g = 980.6199 gals.).
 AA8548
 AA8548.The modeled gravity was interpolated from observed gravity values.
 AA8548
 AA8548;                    North         East    Units  Estimated Accuracy
 AA8548;SPC NJ       -    86,810.       62,410.      MT  (+/- 180 meters Scaled)
 AA8548
 AA8548                          SUPERSEDED SURVEY CONTROL
 AA8548
 AA8548.No superseded survey control is available for this station.
 AA8548
 AA8548_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ553846(NAD 83)
 AA8548_MARKER: DJ = TIDAL STATION DISK
 AA8548_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AA8548_STAMPING: 8055 A 1978
 AA8548_MARK LOGO: NOS   
 AA8548_PROJECTION: RECESSED 10 CENTIMETERS
 AA8548_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA8548+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1994
 AA8548_ROD/PIPE-DEPTH: 16.5 meters
 AA8548
 AA8548  HISTORY     - Date     Condition        Report By
 AA8548  HISTORY     - 1978     MONUMENTED       PORTER
 AA8548  HISTORY     - 19940927 GOOD             NJGS
 AA8548
 AA8548                          STATION DESCRIPTION
 AA8548
 AA8548'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA8548'THE STATION IS LOCATED IN LOWER PENNS NECK TOWNSHIP ON THE SOUTHWEST
 AA8548'SIDE OF LIGHTHOUSE ROAD.  TO REACH THE STATION FROM THE WYE JUNCTION
 AA8548'OF STATE ROUTE 49 AND LIGHTHOUSE ROAD IN HARRISONVILLE, GO NORTHWEST
 AA8548'ON LIGHTHOUSE ROAD FOR 1.32 MI (2.12 KM) TO THE STATION ON THE LEFT.
 AA8548'THE STATION IS 16.0 FT (4.9 M) SOUTHWEST FROM THE CENTERLINE OF
 AA8548'LIGHTHOUSE ROAD, 2.8 FT (0.9 M) SOUTHWEST FROM THE FACE OF THE METAL
 AA8548'GUIDERAIL AND 40.8 FT (12.4 M) NORTHWEST FROM POLE NUMBER B 33908. THE
 AA8548'STATION IS SET ABOUT 0.2 FT (6.1 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA8549 ***********************************************************************
 AA8549  DESIGNATION -  853 8055 B TIDAL
 AA8549  PID         -  AA8549
 AA8549  STATE/COUNTY-  NJ/SALEM
 AA8549  USGS QUAD   -  DELAWARE CITY (1993)
 AA8549
 AA8549                         *CURRENT SURVEY CONTROL
 AA8549  ___________________________________________________________________
 AA8549* NAD 83(1986)-  39 36 41.     (N)    075 31 15.     (W)     SCALED    
 AA8549* NAVD 88     -         1.574  (meters)       5.16   (feet)  ADJUSTED  
 AA8549  ___________________________________________________________________
 AA8549  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 AA8549  DYNAMIC HT  -           1.573 (meters)       5.16  (feet)  COMP
 AA8549  MODELED GRAV-     980,136.4   (mgal)                       NAVD 88
 AA8549
 AA8549  VERT ORDER  -  FIRST     CLASS II
 AA8549
 AA8549.The horizontal coordinates were scaled from a topographic map and have
 AA8549.an estimated accuracy of +/- 6 seconds.
 AA8549
 AA8549.The orthometric height was determined by differential leveling
 AA8549.and adjusted by the National Geodetic Survey in October 1996..
 AA8549
 AA8549.The geoid height was determined by GEOID03.
 AA8549
 AA8549.The dynamic height is computed by dividing the NAVD 88
 AA8549.geopotential number by the normal gravity value computed on the
 AA8549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8549.degrees latitude (g = 980.6199 gals.).
 AA8549
 AA8549.The modeled gravity was interpolated from observed gravity values.
 AA8549
 AA8549;                    North         East    Units  Estimated Accuracy
 AA8549;SPC NJ       -    86,870.       62,340.      MT  (+/- 180 meters Scaled)
 AA8549
 AA8549                          SUPERSEDED SURVEY CONTROL
 AA8549
 AA8549.No superseded survey control is available for this station.
 AA8549
 AA8549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ552847(NAD 83)
 AA8549_MARKER: DJ = TIDAL STATION DISK
 AA8549_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AA8549_STAMPING: 8055 B 1978
 AA8549_MARK LOGO: NOS   
 AA8549_PROJECTION: RECESSED 10 CENTIMETERS
 AA8549_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA8549+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1994
 AA8549_ROD/PIPE-DEPTH: 16.5 meters
 AA8549
 AA8549  HISTORY     - Date     Condition        Report By
 AA8549  HISTORY     - 1978     MONUMENTED       PORTER
 AA8549  HISTORY     - 19940927 GOOD             NJGS
 AA8549
 AA8549                          STATION DESCRIPTION
 AA8549
 AA8549'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA8549'THE STATION IS LOCATED IN LOWER PENNS NECK TOWNSHIP ON THE SOUTHWEST
 AA8549'SIDE OF LIGHTHOUSE ROAD.  TO REACH THE STATION FROM THE WYE JUNCTION
 AA8549'OF STATE ROUTE 49 AND LIGHTHOUSE ROAD IN HARRISONVILLE, GO NORTHWEST
 AA8549'ON LIGHTHOUSE ROAD FOR 1.40 MI (2.25 KM) TO THE STATION ON THE LEFT.
 AA8549'THE STATION IS 349.5 FT (106.5 M) NORTHWEST FROM STATION 8055 A 1978
 AA8549'AND 5.0 FT (1.5 M) SOUTHWEST FROM THE SOUTH EDGE OF PAVING.  THE
 AA8549'STATION IS SET ABOUT 0.2 FT (6.1 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA8550 ***********************************************************************
 AA8550  DESIGNATION -  853 8055 C TIDAL
 AA8550  PID         -  AA8550
 AA8550  STATE/COUNTY-  NJ/SALEM
 AA8550  USGS QUAD   -  DELAWARE CITY (1993)
 AA8550
 AA8550                         *CURRENT SURVEY CONTROL
 AA8550  ___________________________________________________________________
 AA8550* NAD 83(1986)-  39 36 44.     (N)    075 31 20.     (W)     SCALED    
 AA8550* NAVD 88     -         1.462  (meters)       4.80   (feet)  ADJUSTED  
 AA8550  ___________________________________________________________________
 AA8550  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 AA8550  DYNAMIC HT  -           1.461 (meters)       4.79  (feet)  COMP
 AA8550  MODELED GRAV-     980,136.8   (mgal)                       NAVD 88
 AA8550
 AA8550  VERT ORDER  -  FIRST     CLASS II
 AA8550
 AA8550.The horizontal coordinates were scaled from a topographic map and have
 AA8550.an estimated accuracy of +/- 6 seconds.
 AA8550
 AA8550.The orthometric height was determined by differential leveling
 AA8550.and adjusted by the National Geodetic Survey in October 1996..
 AA8550
 AA8550.The geoid height was determined by GEOID03.
 AA8550
 AA8550.The dynamic height is computed by dividing the NAVD 88
 AA8550.geopotential number by the normal gravity value computed on the
 AA8550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8550.degrees latitude (g = 980.6199 gals.).
 AA8550
 AA8550.The modeled gravity was interpolated from observed gravity values.
 AA8550
 AA8550;                    North         East    Units  Estimated Accuracy
 AA8550;SPC NJ       -    86,960.       62,230.      MT  (+/- 180 meters Scaled)
 AA8550
 AA8550                          SUPERSEDED SURVEY CONTROL
 AA8550
 AA8550.No superseded survey control is available for this station.
 AA8550
 AA8550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ551848(NAD 83)
 AA8550_MARKER: DJ = TIDAL STATION DISK
 AA8550_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AA8550_STAMPING: 8055 C 1978
 AA8550_MARK LOGO: NOS   
 AA8550_PROJECTION: RECESSED 10 CENTIMETERS
 AA8550_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8550_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA8550+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1994
 AA8550_ROD/PIPE-DEPTH: 16.5 meters
 AA8550
 AA8550  HISTORY     - Date     Condition        Report By
 AA8550  HISTORY     - 1978     MONUMENTED       PORTER
 AA8550  HISTORY     - 19940927 GOOD             NJGS
 AA8550
 AA8550                          STATION DESCRIPTION
 AA8550
 AA8550'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA8550'THE STATION IS LOCATED IN LOWER PENNS NECK TOWNSHIP ON THE NORTHEAST
 AA8550'SIDE OF LIGHTHOUSE ROAD.  TO REACH THE STATION FROM THE WYE JUNCTION
 AA8550'OF STATE ROUTE 49 AND LIGHTHOUSE ROAD IN HARRISONVILLE, GO NORTHWEST
 AA8550'ON LIGHTHOUSE ROAD FOR 1.50 MI (2.41 KM) TO THE STATION ON THE LEFT.
 AA8550'THE STATION IS 527.4 FT (160.8 M) NORTHWEST FROM STATION 8055 B 1978,
 AA8550'4.3 FT (1.3 M) NORTHEAST FROM THE FACE OF THE METAL GUIDERAIL AND 34.5
 AA8550'FT (10.5 M) NORTHEAST FROM POLE NUMBER B 33904.  THE STATION IS SET
 AA8550'ABOUT 0.2 FT (6.1 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA8551 ***********************************************************************
 AA8551  DESIGNATION -  853 8055 D TIDAL
 AA8551  PID         -  AA8551
 AA8551  STATE/COUNTY-  NJ/SALEM
 AA8551  USGS QUAD   -  DELAWARE CITY (1993)
 AA8551
 AA8551                         *CURRENT SURVEY CONTROL
 AA8551  ___________________________________________________________________
 AA8551* NAD 83(1986)-  39 36 53.     (N)    075 31 41.     (W)     SCALED    
 AA8551* NAVD 88     -         2.685  (meters)       8.81   (feet)  ADJUSTED  
 AA8551  ___________________________________________________________________
 AA8551  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 AA8551  DYNAMIC HT  -           2.683 (meters)       8.80  (feet)  COMP
 AA8551  MODELED GRAV-     980,138.4   (mgal)                       NAVD 88
 AA8551
 AA8551  VERT ORDER  -  FIRST     CLASS II
 AA8551
 AA8551.The horizontal coordinates were scaled from a topographic map and have
 AA8551.an estimated accuracy of +/- 6 seconds.
 AA8551
 AA8551.The orthometric height was determined by differential leveling
 AA8551.and adjusted by the National Geodetic Survey in October 1996..
 AA8551
 AA8551.The geoid height was determined by GEOID03.
 AA8551
 AA8551.The dynamic height is computed by dividing the NAVD 88
 AA8551.geopotential number by the normal gravity value computed on the
 AA8551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8551.degrees latitude (g = 980.6199 gals.).
 AA8551
 AA8551.The modeled gravity was interpolated from observed gravity values.
 AA8551
 AA8551;                    North         East    Units  Estimated Accuracy
 AA8551;SPC NJ       -    87,250.       61,730.      MT  (+/- 180 meters Scaled)
 AA8551
 AA8551                          SUPERSEDED SURVEY CONTROL
 AA8551
 AA8551.No superseded survey control is available for this station.
 AA8551
 AA8551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ546851(NAD 83)
 AA8551_MARKER: DJ = TIDAL STATION DISK
 AA8551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA8551_SP_SET: STEEL POWER CABLE TOWER BASE
 AA8551_STAMPING: 8055 D 1978
 AA8551_MARK LOGO: NOS   
 AA8551_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA8551+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1994
 AA8551
 AA8551  HISTORY     - Date     Condition        Report By
 AA8551  HISTORY     - 1978     MONUMENTED       PORTER
 AA8551  HISTORY     - 19940927 GOOD             NJGS
 AA8551
 AA8551                          STATION DESCRIPTION
 AA8551
 AA8551'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA8551'THE STATION IS LOCATED IN LOWER PENNS NECK TOWNSHIP ON THE NORTHEAST
 AA8551'SIDE OF LIGHTHOUSE ROAD ON TOP OF THE SOUTH CONCRETE BASE OF THE SOUTH
 AA8551'TOWER LEG OF TRANSMISSION TOWER NUMBER 123 5015.  TO REACH THE STATION
 AA8551'FROM THE WYE JUNCTION OF STATE ROUTE 49 AND LIGHTHOUSE ROAD IN
 AA8551'HARRISONVILLE, GO NORTHWEST ON LIGHTHOUSE ROAD FOR 1.85 MI (2.98 KM)
 AA8551'TO THE STATION ON THE LEFT.  THE STATION IS 12.2 M (40.0 FT) NORTH
 AA8551'NORTHEAST FROM THE CENTERLINE OF LIGHTHOUSE ROAD, 18.0 M (59.1 FT)
 AA8551'NORTHEAST AND ACROSS THE ROAD FROM POLE NUMBER BT 335 60 LK AND 0.5 M
 AA8551'(1.6 FT) SOUTH FROM THE SOUTH LEG OF THE TOWER. THE STATION IS ALSO
 AA8551'ABOUT 0.35 MI (0.56 KM) SOUTHEAST FROM THE FINNS POINT LIGHTHOUSE AND
 AA8551'ABOUT 0.25 MI (0.40 KM) NORTHWEST FROM THE CROSSROADS JUNCTION WITH
 AA8551'MECUM LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA8552 ***********************************************************************
 AA8552  DESIGNATION -  853 8055 E TIDAL
 AA8552  PID         -  AA8552
 AA8552  STATE/COUNTY-  NJ/SALEM
 AA8552  USGS QUAD   -  DELAWARE CITY (1993)
 AA8552
 AA8552                         *CURRENT SURVEY CONTROL
 AA8552  ___________________________________________________________________
 AA8552* NAD 83(1986)-  39 36 53.     (N)    075 31 41.     (W)     SCALED    
 AA8552* NAVD 88     -         2.687  (meters)       8.82   (feet)  ADJUSTED  
 AA8552  ___________________________________________________________________
 AA8552  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 AA8552  DYNAMIC HT  -           2.685 (meters)       8.81  (feet)  COMP
 AA8552  MODELED GRAV-     980,138.4   (mgal)                       NAVD 88
 AA8552
 AA8552  VERT ORDER  -  FIRST     CLASS II
 AA8552
 AA8552.The horizontal coordinates were scaled from a topographic map and have
 AA8552.an estimated accuracy of +/- 6 seconds.
 AA8552
 AA8552.The orthometric height was determined by differential leveling
 AA8552.and adjusted by the National Geodetic Survey in October 1996..
 AA8552
 AA8552.The geoid height was determined by GEOID03.
 AA8552
 AA8552.The dynamic height is computed by dividing the NAVD 88
 AA8552.geopotential number by the normal gravity value computed on the
 AA8552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8552.degrees latitude (g = 980.6199 gals.).
 AA8552
 AA8552.The modeled gravity was interpolated from observed gravity values.
 AA8552
 AA8552;                    North         East    Units  Estimated Accuracy
 AA8552;SPC NJ       -    87,250.       61,730.      MT  (+/- 180 meters Scaled)
 AA8552
 AA8552                          SUPERSEDED SURVEY CONTROL
 AA8552
 AA8552.No superseded survey control is available for this station.
 AA8552
 AA8552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ546851(NAD 83)
 AA8552_MARKER: DJ = TIDAL STATION DISK
 AA8552_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA8552_SP_SET: STEEL POWER CABLE TOWER BASE
 AA8552_STAMPING: 8055 E 1978
 AA8552_MARK LOGO: NOS   
 AA8552_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA8552+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1994
 AA8552
 AA8552  HISTORY     - Date     Condition        Report By
 AA8552  HISTORY     - 1978     MONUMENTED       PORTER
 AA8552  HISTORY     - 19940927 GOOD             NJGS
 AA8552
 AA8552                          STATION DESCRIPTION
 AA8552
 AA8552'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA8552'THE STATION IS LOCATED IN LOWER PENNS NECK TOWNSHIP ON THE NORTHEAST
 AA8552'SIDE OF LIGHTHOUSE ROAD ON TOP OF THE NORTH CONCRETE BASE OF THE NORTH
 AA8552'TOWER LEG OF TRANSMISSION TOWER NUMBER 123 5015.  TO REACH THE STATION
 AA8552'FROM THE WYE JUNCTION OF STATE ROUTE 49 AND LIGHTHOUSE ROAD IN
 AA8552'HARRISONVILLE, GO NORTHWEST ON LIGHTHOUSE ROAD FOR 1.85 MI (2.98 KM)
 AA8552'TO THE STATION ON THE LEFT.  THE STATION IS 32.2 M (105.6 FT)
 AA8552'NORTHEAST FROM THE CENTERLINE OF LIGHTHOUSE ROAD AND IS ABOUT 0.35 MI
 AA8552'(0.56 KM) SOUTHEAST FROM THE FINNS POINT LIGHTHOUSE AND ABOUT 0.25 MI
 AA8552'(0.40 KM) NORTHWEST FROM THE CROSSROADS JUNCTION WITH MECUM LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4347 ***********************************************************************
 AI4347  DESIGNATION -  853 8086 B TIDAL
 AI4347  PID         -  AI4347
 AI4347  STATE/COUNTY-  NJ/SALEM
 AI4347  USGS QUAD   -  PENNS GROVE (1995)
 AI4347
 AI4347                         *CURRENT SURVEY CONTROL
 AI4347  ___________________________________________________________________
 AI4347* NAD 83(1996)-  39 37 31.67249(N)    075 27 09.12722(W)     ADJUSTED  
 AI4347* NAVD 88     -         2.3    (meters)       8.     (feet)  GPS OBS   
 AI4347  ___________________________________________________________________
 AI4347  X           -   1,235,641.789 (meters)                     COMP
 AI4347  Y           -  -4,761,596.115 (meters)                     COMP
 AI4347  Z           -   4,046,022.624 (meters)                     COMP
 AI4347  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 AI4347  ELLIP HEIGHT-         -31.06  (meters)          (09/25/02) GPS OBS
 AI4347  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 AI4347
 AI4347  HORZ ORDER  -  FIRST
 AI4347  ELLP ORDER  -  FOURTH    CLASS I
 AI4347
 AI4347.The horizontal coordinates were established by GPS observations
 AI4347.and adjusted by the National Geodetic Survey in March 2000..
 AI4347
 AI4347.The orthometric height was determined by GPS observations and a
 AI4347.high-resolution geoid model.
 AI4347
 AI4347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4347
 AI4347.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4347
 AI4347.The ellipsoidal height was determined by GPS observations
 AI4347.and is referenced to NAD 83.
 AI4347
 AI4347.The geoid height was determined by GEOID03.
 AI4347
 AI4347;                    North         East     Units Scale Factor Converg.
 AI4347;SPC NJ       -    88,367.059    68,224.146   MT  0.99998231   -0 36 27.1
 AI4347;SPC NJ       -   289,917.59    223,832.05   sFT  0.99998231   -0 36 27.1
 AI4347;UTM  18      - 4,386,286.617   461,161.429   MT  0.99961857   -0 17 19.0
 AI4347
 AI4347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4347!SPC NJ       -   1.00000487  x   0.99998231  =   0.99998718
 AI4347!UTM  18      -   1.00000487  x   0.99961857  =   0.99962344
 AI4347
 AI4347                          SUPERSEDED SURVEY CONTROL
 AI4347
 AI4347  ELLIP H (03/31/00)  -31.05   (m)                       GP(       ) 3 1
 AI4347
 AI4347.Superseded values are not recommended for survey control.
 AI4347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4347.See file dsdata.txt to determine how the superseded data were derived.
 AI4347
 AI4347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6116186287(NAD 83)
 AI4347_MARKER: DJ = TIDAL STATION DISK
 AI4347_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AI4347_STAMPING: 8086 B 1978
 AI4347_MARK LOGO: NOS   
 AI4347_PROJECTION: RECESSED 4 CENTIMETERS
 AI4347_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4347+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 AI4347_ROD/PIPE-DEPTH: 15.2 meters
 AI4347
 AI4347  HISTORY     - Date     Condition        Report By
 AI4347  HISTORY     - 1978     MONUMENTED       NOS
 AI4347  HISTORY     - 19990621 GOOD             NJGS
 AI4347
 AI4347                          STATION DESCRIPTION
 AI4347
 AI4347'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (ECB)
 AI4347'THE STATION IS LOCATED IN MANNINGTON TOWNSHIP ON THE SOUTHWEST SIDE OF
 AI4347'SUNSET DRIVE.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI4347'INTERSTATE HIGHWAY 295 AND STATE ROUTE 140 AT INTERCHANGE 2 IN CARNEYS
 AI4347'POINT TOWNSHIP, GO SOUTHEAST ON STATE ROUTE 140, WHICH BECOMES
 AI4347'DEEPWATER SLAPES CORNER ROAD, COUNTY ROAD 540 FOR 3.8 MI (6.1 KM) TO
 AI4347'THE CROSSROADS INTERSECTION WITH POINTERS AUBURN ROAD, COUNTY ROAD 646
 AI4347'ON THE LEFT AND MARSHALLTOWN ROAD ON THE RIGHT. CONTINUE SOUTH ON
 AI4347'COUNTY ROAD 540 FOR 1.20 MI (1.93 KM) TO THE CROSSROADS INTERSECTION
 AI4347'WITH SUNSET DRIVE ON THE RIGHT AND GRISCOM ROAD ON THE LEFT.  TURN
 AI4347'RIGHT AND GO NORTHWEST ON SUNSET DRIVE FOR 0.70 MI, (1.13 KM) CROSSING
 AI4347'KATES CREEK MEADOW, TO THE STATION ON THE LEFT, SET ABOUT 0.04 M (0.13
 AI4347'FT) BELOW THE GROUND ON TOP OF AN EMBANKMENT.  THE STATION IS 22.0 FT
 AI4347'(6.7 M) SOUTHWEST FROM THE CENTERLINE OF SUNSET DRIVE, 109.0 FT (33.2
 AI4347'M) SOUTH SOUTHEAST FROM WOOD UTILITY POLE NUMBER 10269 ACE 62 135,
 AI4347'83.2 FT (25.4 M) NORTHWEST AND ACROSS THE ROAD FROM WOOD UTILITY POLE
 AI4347'NUMBER S 10268 AND ABOUT 186 FT (56.7 M) NORTHWEST FROM THE CENTERLINE
 AI4347'OF A 3 FT (0.9 M) DIAMETER PIPE CULVERT FOR KATES CREEK MEADOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4351 ***********************************************************************
 AI4351  DESIGNATION -  853 8095 E TIDAL
 AI4351  PID         -  AI4351
 AI4351  STATE/COUNTY-  NJ/SALEM
 AI4351  USGS QUAD   -  PENNS GROVE (1995)
 AI4351
 AI4351                         *CURRENT SURVEY CONTROL
 AI4351  ___________________________________________________________________
 AI4351* NAD 83(1996)-  39 37 51.76516(N)    075 28 58.38518(W)     ADJUSTED  
 AI4351* NAVD 88     -         2.8    (meters)       9.     (feet)  GPS OBS   
 AI4351  ___________________________________________________________________
 AI4351  X           -   1,233,020.448 (meters)                     COMP
 AI4351  Y           -  -4,761,867.776 (meters)                     COMP
 AI4351  Z           -   4,046,500.260 (meters)                     COMP
 AI4351  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 AI4351  ELLIP HEIGHT-         -30.49  (meters)          (09/25/02) GPS OBS
 AI4351  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 AI4351
 AI4351  HORZ ORDER  -  FIRST
 AI4351  ELLP ORDER  -  FOURTH    CLASS I
 AI4351
 AI4351.The horizontal coordinates were established by GPS observations
 AI4351.and adjusted by the National Geodetic Survey in March 2000..
 AI4351
 AI4351.The orthometric height was determined by GPS observations and a
 AI4351.high-resolution geoid model.
 AI4351
 AI4351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4351
 AI4351.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4351
 AI4351.The ellipsoidal height was determined by GPS observations
 AI4351.and is referenced to NAD 83.
 AI4351
 AI4351.The geoid height was determined by GEOID03.
 AI4351
 AI4351;                    North         East     Units Scale Factor Converg.
 AI4351;SPC NJ       -    89,014.760    65,625.357   MT  0.99998762   -0 37 37.1
 AI4351;SPC NJ       -   292,042.59    215,305.86   sFT  0.99998762   -0 37 37.1
 AI4351;UTM  18      - 4,386,919.612   458,560.025   MT  0.99962114   -0 18 28.8
 AI4351
 AI4351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4351!SPC NJ       -   1.00000478  x   0.99998762  =   0.99999240
 AI4351!UTM  18      -   1.00000478  x   0.99962114  =   0.99962592
 AI4351
 AI4351                          SUPERSEDED SURVEY CONTROL
 AI4351
 AI4351  ELLIP H (03/31/00)  -30.48   (m)                       GP(       ) 3 1
 AI4351
 AI4351.Superseded values are not recommended for survey control.
 AI4351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4351.See file dsdata.txt to determine how the superseded data were derived.
 AI4351
 AI4351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5856086920(NAD 83)
 AI4351_MARKER: DJ = TIDAL STATION DISK
 AI4351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI4351_SP_SET: CONCRETE COLLAR OF MANHOLE
 AI4351_STAMPING: 8095 E 1977
 AI4351_MARK LOGO: NOS   
 AI4351_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI4351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4351+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 AI4351
 AI4351  HISTORY     - Date     Condition        Report By
 AI4351  HISTORY     - 1977     MONUMENTED       NOS
 AI4351  HISTORY     - 19990621 GOOD             NJGS
 AI4351
 AI4351                          STATION DESCRIPTION
 AI4351
 AI4351'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (RJK)
 AI4351'THE STATION IS LOCATED IN PENNSVILLE TOWNSHIP ON THE NORTHWEST SIDE OF
 AI4351'WINSLOW ROAD.  TO REACH THE STATION FROM THE WYE JUNCTION OF STATE
 AI4351'ROUTE 49 AND HOOK ROAD, COUNTY ROAD 551, GO NORTHEAST ON COUNTY ROAD
 AI4351'551 FOR 1.0 MI (1.6 KM) TO THE TEE INTERSECTION WITH WINSLOW ROAD ON
 AI4351'THE RIGHT.  TURN RIGHT AND GO EAST ON WINSLOW ROAD FOR 0.85 MI (1.37
 AI4351'KM) TO A SHARP LEFT TURN AND THE STATION ON THE LEFT, SET FLUSH IN THE
 AI4351'TOP OF A CONCRETE COLLAR FOR A TELEPHONE UTILITY MANHOLE.  THE STATION
 AI4351'IS 6.7 M (22.0 FT) NORTH FROM THE CENTERLINE OF WINSLOW ROAD, 1.4 M
 AI4351'(4.6 FT) SOUTH FROM A NATURAL GAS LINE POLE, 8.5 M (27.9 FT) NORTHEAST
 AI4351'FROM WOOD UTILITY POLE NUMBER BT 19 LK S23574.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2202 ***********************************************************************
 JU2202  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2202  DESIGNATION -  853 8231 A TIDAL
 JU2202  PID         -  JU2202
 JU2202  STATE/COUNTY-  NJ/SALEM
 JU2202  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2202
 JU2202                         *CURRENT SURVEY CONTROL
 JU2202  ___________________________________________________________________
 JU2202* NAD 83(1986)-  39 40 56.     (N)    075 30 36.     (W)     SCALED    
 JU2202* NAVD 88     -         2.387  (meters)       7.83   (feet)  ADJUSTED  
 JU2202  ___________________________________________________________________
 JU2202  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU2202  DYNAMIC HT  -           2.386 (meters)       7.83  (feet)  COMP
 JU2202  MODELED GRAV-     980,160.3   (mgal)                       NAVD 88
 JU2202
 JU2202  VERT ORDER  -  FIRST     CLASS II
 JU2202
 JU2202.The horizontal coordinates were scaled from a topographic map and have
 JU2202.an estimated accuracy of +/- 6 seconds.
 JU2202
 JU2202.The orthometric height was determined by differential leveling
 JU2202.and adjusted by the National Geodetic Survey in June 1991..
 JU2202
 JU2202.This Tidal Bench Mark is designated as VM 2811
 JU2202.by the Center for Operational Oceanographic Products and Services.
 JU2202
 JU2202.The geoid height was determined by GEOID03.
 JU2202
 JU2202.The dynamic height is computed by dividing the NAVD 88
 JU2202.geopotential number by the normal gravity value computed on the
 JU2202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2202.degrees latitude (g = 980.6199 gals.).
 JU2202
 JU2202.The modeled gravity was interpolated from observed gravity values.
 JU2202
 JU2202;                    North         East    Units  Estimated Accuracy
 JU2202;SPC NJ       -    94,720.       63,360.      MT  (+/- 180 meters Scaled)
 JU2202
 JU2202                          SUPERSEDED SURVEY CONTROL
 JU2202
 JU2202  NGVD 29 (01/10/92)    2.643  (m)            8.67   (f) ADJUSTED    1 2
 JU2202
 JU2202.Superseded values are not recommended for survey control.
 JU2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2202.See file dsdata.txt to determine how the superseded data were derived.
 JU2202
 JU2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ562926(NAD 83)
 JU2202_MARKER: DJ = TIDAL STATION DISK
 JU2202_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU2202_SP_SET: FOOTING (SMOKE STACK)
 JU2202_STAMPING: 8231 A 1977
 JU2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2202+STABILITY: SURFACE MOTION
 JU2202
 JU2202  HISTORY     - Date     Condition        Report By
 JU2202  HISTORY     - 1977     MONUMENTED       NOS
 JU2202  HISTORY     - 1979     GOOD             NGS
 JU2202
 JU2202                          STATION DESCRIPTION
 JU2202
 JU2202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2202'2.65 MI NE FROM PENNSVILLE.
 JU2202'1.65 MILES NORTHEAST ALONG STATE ROUTE 49 FROM THE POST OFFICE IN
 JU2202'PENNSVILLE, THENCE 1.0 MILE NORTHWEST ALONG A PAVED ENTRANCE ROAD TO
 JU2202'THE DEEPWATER GENERATING STATION, TO THE WEST FACE OF THE MAIN
 JU2202'GENERATING STATION BUILDING, THE MARK IS A STANDARD NOS BENCH MARK
 JU2202'DISK STAMPED 8231 A 1977, SET ON THE TOP OF THE WEST SIDE OF AN
 JU2202'OCTOGONAL CONCRETE BASE OF A LARGE STEEL SMOKE STACK, 32.6 FEET EAST
 JU2202'OF THE MOST WESTERLY RAIL OF RAILROAD TRACKS, 31.2 FEET SOUTH OF
 JU2202'THE ROUND CONCRETE BASE OF A STEEL STORAGE TANK, AND 86.4 FEET NORTH-
 JU2202'EAST OF THE NORTHEAST CORNER OF A NEARBY 1-STORY STEEL CORRUGATED
 JU2202'GARAGE, SET ABOUT LEVEL WITH THE SURROUNDING PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2208 ***********************************************************************
 JU2208  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2208  DESIGNATION -  853 8231 B TIDAL
 JU2208  PID         -  JU2208
 JU2208  STATE/COUNTY-  NJ/SALEM
 JU2208  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2208
 JU2208                         *CURRENT SURVEY CONTROL
 JU2208  ___________________________________________________________________
 JU2208* NAD 83(1986)-  39 40 54.     (N)    075 30 36.     (W)     SCALED    
 JU2208* NAVD 88     -         2.117  (meters)       6.95   (feet)  ADJUSTED  
 JU2208  ___________________________________________________________________
 JU2208  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU2208  DYNAMIC HT  -           2.116 (meters)       6.94  (feet)  COMP
 JU2208  MODELED GRAV-     980,160.1   (mgal)                       NAVD 88
 JU2208
 JU2208  VERT ORDER  -  FIRST     CLASS II
 JU2208
 JU2208.The horizontal coordinates were scaled from a topographic map and have
 JU2208.an estimated accuracy of +/- 6 seconds.
 JU2208
 JU2208.The orthometric height was determined by differential leveling
 JU2208.and adjusted by the National Geodetic Survey in June 1991..
 JU2208
 JU2208.This Tidal Bench Mark is designated as VM 2812
 JU2208.by the Center for Operational Oceanographic Products and Services.
 JU2208
 JU2208.The geoid height was determined by GEOID03.
 JU2208
 JU2208.The dynamic height is computed by dividing the NAVD 88
 JU2208.geopotential number by the normal gravity value computed on the
 JU2208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2208.degrees latitude (g = 980.6199 gals.).
 JU2208
 JU2208.The modeled gravity was interpolated from observed gravity values.
 JU2208
 JU2208;                    North         East    Units  Estimated Accuracy
 JU2208;SPC NJ       -    94,660.       63,360.      MT  (+/- 180 meters Scaled)
 JU2208
 JU2208                          SUPERSEDED SURVEY CONTROL
 JU2208
 JU2208  NGVD 29 (01/10/92)    2.373  (m)            7.79   (f) ADJUSTED    1 2
 JU2208
 JU2208.Superseded values are not recommended for survey control.
 JU2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2208.See file dsdata.txt to determine how the superseded data were derived.
 JU2208
 JU2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ562925(NAD 83)
 JU2208_MARKER: DJ = TIDAL STATION DISK
 JU2208_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2208_SP_SET: COPPER-CLAD STEEL ROD
 JU2208_STAMPING: 8231 B 1977
 JU2208_MARK LOGO: NOS   
 JU2208_PROJECTION: PROJECTING 8 CENTIMETERS
 JU2208_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2208_ROD/PIPE-DEPTH: 10.4 meters
 JU2208
 JU2208  HISTORY     - Date     Condition        Report By
 JU2208  HISTORY     - 1977     MONUMENTED       NOS
 JU2208  HISTORY     - 1979     GOOD             NGS
 JU2208  HISTORY     - 19910514 GOOD             USGS
 JU2208  HISTORY     - 20001207 GOOD             NOS
 JU2208
 JU2208                          STATION DESCRIPTION
 JU2208
 JU2208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2208'2.65 MI NE FROM PENNSVILLE.
 JU2208'1.65 MILES NORTHEAST ALONG STATE ROUTE 49 FROM THE POST OFFICE IN
 JU2208'PENNSVILLE, THENCE 1.0 MILE NORTHWEST ALONG A PAVED ENTRANCE ROAD TO
 JU2208'THE DEEPWATER GENERATING STATION, TO THE BULKHEAD ALONG THE DELAWARE
 JU2208'RIVER NEAR THE WEST FACE OF THE MAIN GENERATING STATION BUILDING,
 JU2208'THE MARK IS A STANDARD NOS BENCH MARK DISK STAMPED 8231 B 1977,
 JU2208'SET ON TOP OF A 5/8  DIAM. COPPER-COATED STEEL ROD DRIVEN 34 FEET
 JU2208'TO REFUSAL, 7.8 FEET EAST OF A 5 FOOT HIGH CHAINLINK FENCE, 4.0 FEET
 JU2208'SOUTHWEST OF THE SOUTHWEST CORNER OF A 1-STORY CORRUGATED STEEL
 JU2208'GARAGE, 25.4 FEET WEST OF THEMOST WESTERLY RAIL OF RAILROAD TRACKS,
 JU2208'APPROXIMATELY 115 FEET SOUTHWEST OF BENCH MARK 8231 A, SET ABOUT
 JU2208'3 INCHES BELOW THE GROUND LEVEL.
 JU2208'THE MARK IS 1 FT  E FROM A WITNESS POST.
 JU2208'THE MARK IS ABOVE LEVEL WITH GROUND.
 JU2208
 JU2208                          STATION RECOVERY (1991)
 JU2208
 JU2208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991 (JRB)
 JU2208'RECOVERED AS DESCRIBED.
 JU2208
 JU2208                          STATION RECOVERY (2000)
 JU2208
 JU2208'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000
 JU2208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2209 ***********************************************************************
 JU2209  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2209  DESIGNATION -  853 8231 C TIDAL
 JU2209  PID         -  JU2209
 JU2209  STATE/COUNTY-  NJ/SALEM
 JU2209  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2209
 JU2209                         *CURRENT SURVEY CONTROL
 JU2209  ___________________________________________________________________
 JU2209* NAD 83(1986)-  39 40 54.     (N)    075 30 36.     (W)     SCALED    
 JU2209* NAVD 88     -         2.105  (meters)       6.91   (feet)  ADJUSTED  
 JU2209  ___________________________________________________________________
 JU2209  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU2209  DYNAMIC HT  -           2.104 (meters)       6.90  (feet)  COMP
 JU2209  MODELED GRAV-     980,160.1   (mgal)                       NAVD 88
 JU2209
 JU2209  VERT ORDER  -  FIRST     CLASS II
 JU2209
 JU2209.The horizontal coordinates were scaled from a topographic map and have
 JU2209.an estimated accuracy of +/- 6 seconds.
 JU2209
 JU2209.The orthometric height was determined by differential leveling
 JU2209.and adjusted by the National Geodetic Survey in June 1991..
 JU2209
 JU2209.This Tidal Bench Mark is designated as VM 2813
 JU2209.by the Center for Operational Oceanographic Products and Services.
 JU2209
 JU2209.The geoid height was determined by GEOID03.
 JU2209
 JU2209.The dynamic height is computed by dividing the NAVD 88
 JU2209.geopotential number by the normal gravity value computed on the
 JU2209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2209.degrees latitude (g = 980.6199 gals.).
 JU2209
 JU2209.The modeled gravity was interpolated from observed gravity values.
 JU2209
 JU2209;                    North         East    Units  Estimated Accuracy
 JU2209;SPC NJ       -    94,660.       63,360.      MT  (+/- 180 meters Scaled)
 JU2209
 JU2209                          SUPERSEDED SURVEY CONTROL
 JU2209
 JU2209  NGVD 29 (01/10/92)    2.360  (m)            7.74   (f) ADJUSTED    1 2
 JU2209
 JU2209.Superseded values are not recommended for survey control.
 JU2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2209.See file dsdata.txt to determine how the superseded data were derived.
 JU2209
 JU2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ562925(NAD 83)
 JU2209_MARKER: DJ = TIDAL STATION DISK
 JU2209_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2209_SP_SET: COPPER-CLAD STEEL ROD
 JU2209_STAMPING: 8231 C 1977
 JU2209_PROJECTION: RECESSED 5 CENTIMETERS
 JU2209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2209_ROD/PIPE-DEPTH: 9.75 meters
 JU2209
 JU2209  HISTORY     - Date     Condition        Report By
 JU2209  HISTORY     - 1977     MONUMENTED       NOS
 JU2209  HISTORY     - 1979     GOOD             NGS
 JU2209  HISTORY     - 19910514 MARK NOT FOUND   USGS
 JU2209
 JU2209                          STATION DESCRIPTION
 JU2209
 JU2209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2209'2.65 MI NE FROM PENNSVILLE.
 JU2209'1.65 MILES NORTHEAST ALONG STATE HIGHWAY 49 FROM THE POST OFFICE AT
 JU2209'PENNSVILLE, THENCE 1.0 MILE NORTHWEST ALONG A PAVED ROAD LEADING TO
 JU2209'THE DEEPWATER GENERATING STATION, TO THE BULKHEAD ALONG THE DELAWARE
 JU2209'RIVER JUST SOUTHWEST OF THE MAIN BUILDING, 21.5 FEET EAST OF A 5-FOOT
 JU2209'HIGH CHAINLINK FENCE, 11.5 FEET WEST OF THE MOST WESTERLY RAIL OF A
 JU2209'RAILROAD TRACK, 45.6 FEET NORTHWEST OF A FIRE HYDRANT, 190.5 FEET
 JU2209'SOUTH OF BENCH MARK 8231 B, 170 FEET NORTH OF BENCH MARK 8231 D.
 JU2209'THE MARK IS 1 FT  E FROM A WITNESS POST.
 JU2209'THE MARK IS ABOVE LEVEL WITH GROUND.
 JU2209
 JU2209                          STATION RECOVERY (1991)
 JU2209
 JU2209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991 (JRB)
 JU2209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2210 ***********************************************************************
 JU2210  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2210  DESIGNATION -  853 8231 D TIDAL
 JU2210  PID         -  JU2210
 JU2210  STATE/COUNTY-  NJ/SALEM
 JU2210  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2210
 JU2210                         *CURRENT SURVEY CONTROL
 JU2210  ___________________________________________________________________
 JU2210* NAD 83(1986)-  39 40 54.     (N)    075 30 36.     (W)     SCALED    
 JU2210* NAVD 88     -         2.107  (meters)       6.91   (feet)  ADJUSTED  
 JU2210  ___________________________________________________________________
 JU2210  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU2210  DYNAMIC HT  -           2.106 (meters)       6.91  (feet)  COMP
 JU2210  MODELED GRAV-     980,160.0   (mgal)                       NAVD 88
 JU2210
 JU2210  VERT ORDER  -  FIRST     CLASS II
 JU2210
 JU2210.The horizontal coordinates were scaled from a topographic map and have
 JU2210.an estimated accuracy of +/- 6 seconds.
 JU2210
 JU2210.The orthometric height was determined by differential leveling
 JU2210.and adjusted by the National Geodetic Survey in June 1991..
 JU2210
 JU2210.This Tidal Bench Mark is designated as VM 2814
 JU2210.by the Center for Operational Oceanographic Products and Services.
 JU2210
 JU2210.The geoid height was determined by GEOID03.
 JU2210
 JU2210.The dynamic height is computed by dividing the NAVD 88
 JU2210.geopotential number by the normal gravity value computed on the
 JU2210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2210.degrees latitude (g = 980.6199 gals.).
 JU2210
 JU2210.The modeled gravity was interpolated from observed gravity values.
 JU2210
 JU2210;                    North         East    Units  Estimated Accuracy
 JU2210;SPC NJ       -    94,660.       63,360.      MT  (+/- 180 meters Scaled)
 JU2210
 JU2210                          SUPERSEDED SURVEY CONTROL
 JU2210
 JU2210  NGVD 29 (01/10/92)    2.363  (m)            7.75   (f) ADJUSTED    1 2
 JU2210
 JU2210.Superseded values are not recommended for survey control.
 JU2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2210.See file dsdata.txt to determine how the superseded data were derived.
 JU2210
 JU2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ562925(NAD 83)
 JU2210_MARKER: DJ = TIDAL STATION DISK
 JU2210_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2210_SP_SET: COPPER-CLAD STEEL ROD
 JU2210_STAMPING: 8231 D 1977
 JU2210_MARK LOGO: NOS   
 JU2210_PROJECTION: RECESSED 8 CENTIMETERS
 JU2210_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2210_ROD/PIPE-DEPTH: 4.57 meters
 JU2210
 JU2210  HISTORY     - Date     Condition        Report By
 JU2210  HISTORY     - 1977     MONUMENTED       NOS
 JU2210  HISTORY     - 1979     GOOD             NGS
 JU2210  HISTORY     - 19910430 GOOD             USGS
 JU2210
 JU2210                          STATION DESCRIPTION
 JU2210
 JU2210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2210'2.65 MI NE FROM PENNSVILLE.
 JU2210'1.65 MILES NORTHEAST ALONG STATE ROUTE 49 FROM THE POST OFFICE IN
 JU2210'PENNSVILLE, THENCE 2.0 MILE NORTHWEST ALONG A PAVED ENTRANCE ROAD TO
 JU2210'THE DEEPWATER GENERATING STATION, TO THE BULKHEAD ALONG THE DELAWARE
 JU2210'RIVER SOUTHWEST OF THE MAIN GENERATING STATION BUILDING, THE MARK IS
 JU2210'A STANDARD NOS BENCH MARK DISK STAMPED 8231 D 1977 SET ON TOP OF A
 JU2210'5/8 DIAM. COPPER-COATED STEEL ROD DRIVEN 15 FEET TO REFUSAL, 14.8
 JU2210'FEET EAST OF THE SOUTHWEST INSIDE CORNER OF A 5 FOOT HIGH CHAINLINK
 JU2210'FENCE ALONG THE BULKHEAD, 6.7 FEET NORTH OF THE 5 FOOT HIGH CHAINLINK
 JU2210'FENCE, 12.4 FEET SOUTHEAST OF A 16 INCH DIAM. STEEL PIPE EXTENSION,
 JU2210'27 FEET WEST OF THE MOST WESTERLY RAIL OF RAILROAD TRACKS, 170 FEET
 JU2210'SOUTH OF BENCH MARK 8231 C, AND SET ABOUT 3 INCHES BELOW THE GROUND
 JU2210'LEVEL.
 JU2210'THE MARK IS 1 FT  E FROM A WITNESS POST.
 JU2210'THE MARK IS ABOVE LEVEL WITH GROUND.
 JU2210
 JU2210                          STATION RECOVERY (1991)
 JU2210
 JU2210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991 (JRB)
 JU2210'RECOVERED IN GOOD CONDITION.  NOTE--CONCRETE BASE AROUND BM IS SO
 JU2210'LOOSE YOU CAN LIFT IT OFF THE CAP AND ROD, CAP AND ROD APPEAR IN GOOD
 JU2210'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4346 ***********************************************************************
 AI4346  DESIGNATION -  853 8274 E TIDAL
 AI4346  PID         -  AI4346
 AI4346  STATE/COUNTY-  NJ/SALEM
 AI4346  USGS QUAD   -  WOODSTOWN (1982)
 AI4346
 AI4346                         *CURRENT SURVEY CONTROL
 AI4346  ___________________________________________________________________
 AI4346* NAD 83(1996)-  39 42 55.79979(N)    075 21 44.00266(W)     ADJUSTED  
 AI4346* NAVD 88     -         7.9    (meters)      26.     (feet)  GPS OBS   
 AI4346  ___________________________________________________________________
 AI4346  X           -   1,241,534.200 (meters)                     COMP
 AI4346  Y           -  -4,753,472.524 (meters)                     COMP
 AI4346  Z           -   4,053,720.856 (meters)                     COMP
 AI4346  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 AI4346  ELLIP HEIGHT-         -25.27  (meters)          (09/25/02) GPS OBS
 AI4346  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 AI4346
 AI4346  HORZ ORDER  -  FIRST
 AI4346  ELLP ORDER  -  FOURTH    CLASS I
 AI4346
 AI4346.The horizontal coordinates were established by GPS observations
 AI4346.and adjusted by the National Geodetic Survey in March 2000..
 AI4346
 AI4346.The orthometric height was determined by GPS observations and a
 AI4346.high-resolution geoid model.
 AI4346
 AI4346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4346
 AI4346.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4346
 AI4346.The ellipsoidal height was determined by GPS observations
 AI4346.and is referenced to NAD 83.
 AI4346
 AI4346.The geoid height was determined by GEOID03.
 AI4346
 AI4346;                    North         East     Units Scale Factor Converg.
 AI4346;SPC NJ       -    98,284.427    76,073.678   MT  0.99996726   -0 33 03.5
 AI4346;SPC NJ       -   322,454.82    249,585.06   sFT  0.99996726   -0 33 03.5
 AI4346;UTM  18      - 4,396,243.981   468,952.784   MT  0.99961187   -0 13 53.2
 AI4346
 AI4346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4346!SPC NJ       -   1.00000396  x   0.99996726  =   0.99997122
 AI4346!UTM  18      -   1.00000396  x   0.99961187  =   0.99961583
 AI4346
 AI4346                          SUPERSEDED SURVEY CONTROL
 AI4346
 AI4346  ELLIP H (03/31/00)  -25.26   (m)                       GP(       ) 3 1
 AI4346
 AI4346.Superseded values are not recommended for survey control.
 AI4346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4346.See file dsdata.txt to determine how the superseded data were derived.
 AI4346
 AI4346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6895396244(NAD 83)
 AI4346_MARKER: DJ = TIDAL STATION DISK
 AI4346_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AI4346_STAMPING: 8274 E 1977
 AI4346_MARK LOGO: NOS   
 AI4346_PROJECTION: RECESSED 4 CENTIMETERS
 AI4346_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4346+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2006
 AI4346_ROD/PIPE-DEPTH: 15.2 meters
 AI4346
 AI4346  HISTORY     - Date     Condition        Report By
 AI4346  HISTORY     - 1977     MONUMENTED       NOS
 AI4346  HISTORY     - 19990621 GOOD             NJGS
 AI4346  HISTORY     - 20060223 GOOD             AASCO
 AI4346
 AI4346                          STATION DESCRIPTION
 AI4346
 AI4346'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (JVS)
 AI4346'THE STATION IS LOCATED IN OLDMANS TOWNSHIP ON THE SOUTHEAST SIDE OF
 AI4346'MAIN STREET, COUNTY ROAD 551.  TO REACH THE STATION FROM THE
 AI4346'INTERSECTION OF STATE ROUTE 48 AND INTERSTATE HIGHWAY 295 AT
 AI4346'INTERCHANGE 4 IN CARNEYS POINT TOWNSHIP, GO SOUTHEAST ON STATE ROUTE
 AI4346'48 FOR 0.6 MI (1.0 KM) TO THE CROSSROADS INTERSECTION WITH PENNSVILLE
 AI4346'AUBURN ROAD, COUNTY ROAD 551 AT DANCEYS CORNER.  TURN LEFT AND GO EAST
 AI4346'ON COUNTY ROAD 551 FOR 4.0 MI (6.4 KM) TO THE TEE JUNCTION WITH
 AI4346'POINTERS AUBURN ROAD, COUNTY ROAD 646, IN AUBURN.  TURN LEFT AND GO
 AI4346'NORTHEAST ON COUNTY ROAD 551 FOR 0.4 MI (0.6 KM) TO THE STATION ON THE
 AI4346'RIGHT, SET FLUSH WITH THE GROUND ABOUT 0.1 MI (0.2 KM) WEST FROM THE
 AI4346'BRIDGE CARRYING COUNTY ROAD 551 OVER OLDMANS CREEK.  THE STATION IS
 AI4346'9.5 M (31.2 FT) SOUTH SOUTHEAST FROM THE CENTERLINE OF COUNTY ROAD
 AI4346'551, 4.2 M (13.8 FT) SOAUTHEAST FROM THE CENTER OF AN INLET, 26.7 M
 AI4346'(87.6 FT) EAST SOUTHEAST FROM A PAVED DRIVEWAY LEADING SOUTH, 32.8 M
 AI4346'(107.6 FT) SOUTHWEST FROM WOOD UTILITY POLE NUMBER S 29789, 35.4 M
 AI4346'(116.1 FT) NORTHWEST FROM A WOOD UTILITY POLE WITH NO NUMBER ALONG A
 AI4346'TREE LINE, 21.0 M (68.9 FT) NORTHEAST FROM WOOD UTILITY POLE NUMBER
 AI4346'5075, 3.5 M (11.5 FT) SOUTH SOUTHEAST FROM THE SOUTH CURB OF COUNTY
 AI4346'ROAD 551 AND 1.5 M (4.9 FT) SOUTH FROM THE MOST WESTERLY METAL GUIDE
 AI4346'RAIL END POST ON THE SOUTH SIDE OF COUNTY ROAD 551.
 AI4346
 AI4346                          STATION RECOVERY (2006)
 AI4346
 AI4346'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 AI4346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4334 ***********************************************************************
 AI4334  DESIGNATION -  853 8552 A TIDAL
 AI4334  PID         -  AI4334
 AI4334  STATE/COUNTY-  NJ/GLOUCESTER
 AI4334  USGS QUAD   -  WOODBURY (1995)
 AI4334
 AI4334                         *CURRENT SURVEY CONTROL
 AI4334  ___________________________________________________________________
 AI4334* NAD 83(1996)-  39 50 54.83515(N)    075 14 57.90895(W)     ADJUSTED  
 AI4334* NAVD 88     -         6.7    (meters)      22.     (feet)  GPS OBS   
 AI4334  ___________________________________________________________________
 AI4334  X           -   1,248,483.224 (meters)                     COMP
 AI4334  Y           -  -4,741,876.213 (meters)                     COMP
 AI4334  Z           -   4,065,073.984 (meters)                     COMP
 AI4334  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AI4334  ELLIP HEIGHT-         -26.28  (meters)          (09/25/02) GPS OBS
 AI4334  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 AI4334
 AI4334  HORZ ORDER  -  FIRST
 AI4334  ELLP ORDER  -  FOURTH    CLASS I
 AI4334
 AI4334.The horizontal coordinates were established by GPS observations
 AI4334.and adjusted by the National Geodetic Survey in March 2000..
 AI4334
 AI4334.The orthometric height was determined by GPS observations and a
 AI4334.high-resolution geoid model.
 AI4334
 AI4334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4334
 AI4334.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4334
 AI4334.The ellipsoidal height was determined by GPS observations
 AI4334.and is referenced to NAD 83.
 AI4334
 AI4334.The geoid height was determined by GEOID03.
 AI4334
 AI4334;                    North         East     Units Scale Factor Converg.
 AI4334;SPC NJ       -   112,970.566    85,869.146   MT  0.99995062   -0 28 48.8
 AI4334;SPC NJ       -   370,637.60    281,722.36   sFT  0.99995062   -0 28 48.8
 AI4334;UTM  18      - 4,410,979.429   478,662.688   MT  0.99960560   -0 09 35.3
 AI4334
 AI4334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4334!SPC NJ       -   1.00000412  x   0.99995062  =   0.99995474
 AI4334!UTM  18      -   1.00000412  x   0.99960560  =   0.99960972
 AI4334
 AI4334                          SUPERSEDED SURVEY CONTROL
 AI4334
 AI4334  ELLIP H (03/31/00)  -26.27   (m)                       GP(       ) 3 1
 AI4334
 AI4334.Superseded values are not recommended for survey control.
 AI4334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4334.See file dsdata.txt to determine how the superseded data were derived.
 AI4334
 AI4334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7866310979(NAD 83)
 AI4334_MARKER: DJ = TIDAL STATION DISK
 AI4334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI4334_SP_SET: CONCRETE PAD
 AI4334_STAMPING: 8552 A 1980
 AI4334_MARK LOGO: NOS   
 AI4334_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI4334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4334+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2001
 AI4334
 AI4334  HISTORY     - Date     Condition        Report By
 AI4334  HISTORY     - 1980     MONUMENTED       NOS
 AI4334  HISTORY     - 19990615 GOOD             NJGS
 AI4334  HISTORY     - 20010424 GOOD             USCG
 AI4334
 AI4334                          STATION DESCRIPTION
 AI4334
 AI4334'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (ECB)
 AI4334'THE STATION IS LOCATED IN THE BOROUGH OF PAULSBORO ON THE PROPERTY OF
 AI4334'THE PAULSBORO TERMINAL OF THE GATX TERMINALS CORPORATION.  IN ORDER TO
 AI4334'GAIN ACCESS TO THE STATION, CONTACT MR.  JOSEPH M.  TUCHOLSKI,
 AI4334'OPERATIONS SUPERINTENDENT, AT PHONE NUMBER 609 423 3432, EXTENSION 116
 AI4334'BEFORE OCCUPYING THE STATION.  TO REACH THE STATION FROM THE
 AI4334'INTERSECTION OF INTERSTATE HIGHWAY 295 AND DELAWARE AVENUE, COUNTY
 AI4334'ROAD 667 AT INTERCHANGE 18, GO NORTH ON DELAWARE AVENUE FOR 1.6 MI
 AI4334'(2.6 KM) TO THE INTERSECTION WITH BILLINGSPORT ROAD, COUNTY ROAD 653.
 AI4334'TURN RIGHT AND GO NORTHEAST ON BILLINGSPORT ROAD FOR 0.3 MI (0.5 KM)
 AI4334'TO THE CROSSROADS INTERSECTION WITH THIRD STREET.  TURN LEFT AND GO
 AI4334'NORTHWEST ON THIRD STREET FOR 0.1 MI (0.2 KM) TO THE END OF THE STREET
 AI4334'AT A GATE AND THE BEGINNING OF THE ENTRANCE ROAD LEADING TO THE
 AI4334'PAULSBORO TERMINAL OF THE GATX CORPORATION.  PASS THROUGH THE GATE,
 AI4334'BEAR LEFT AND GO WEST NORTHWEST ON THE ENTRANCE ROAD FOR 0.1 MI (0.2
 AI4334'KM) TO A ONE STORY BLOCK BUILDING ON THE RIGHT.  BEAR RIGHT AROUND THE
 AI4334'BUILDING AND CONTINUE TO THE END OF TRUCK TRAVEL.  PARK TRUCK AND
 AI4334'DESCEND METAL STAIRWAY ON THE LEFT TO A WALKWAY.  TURN RIGHT AND PACK
 AI4334'NORTHWEST ABOUT 27 M (88.6 FT) ON THE WALKWAY TO THE STATION ON THE
 AI4334'RIGHT, SET FLUSH IN A DRILL HOLE AT THE NORTHEAST CORNER OF A CONCRETE
 AI4334'PAD ADJACENT TO NUMEROUS PIPES USED IN THE TRANSFER OF FUEL FROM OCEAN
 AI4334'GOING VESSELS.  THE STATION IS 7.2 M (23.6 FT) NORTH FROM THE
 AI4334'CENTERLINE OF SEVERAL OVERHEAD PIPES, 26.7 M (87.6 FT) NORTH NORTHWEST
 AI4334'FROM THE CENTERLINE OF THE STAIRS LEADING FROM THE ROAD T0 THE LEVEL
 AI4334'OF THE TRANSFER FACILITY, 19.3 M (63.3 FT) NORTH NORTHEAST FROM
 AI4334'STATION 853 8552 B TIDAL AND 5.6 M (18.4 FT) SOUTHEAST FROM THE
 AI4334'CENTERLINE OF THE STAIRS LEADING TO A FLOATING DOCK IN THE DELAWARE
 AI4334'RIVER.
 AI4334
 AI4334                          STATION RECOVERY (2001)
 AI4334
 AI4334'RECOVERY NOTE BY US COAST GUARD 2001 (ALG)
 AI4334'STATION WAS RECOVERED AS DESCRIBED, POC INFORMATION HAS CHANGED. ST
 AI4334'SERVICES, 3RD STREET AND BILLINGSPORT ROAD, PAULSBORO, NJ 08066,
 AI4334'856-423-3432. POC IS ENRIQUE CHAGUAY, MUST CALL IN ADVANCE TO
 AI4334'ACCESSING MARK, ALSO STEEL TOE SHOES AND HARD HATS ARE REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4367 ***********************************************************************
 AI4367  DESIGNATION -  853 8752 C TIDAL
 AI4367  PID         -  AI4367
 AI4367  STATE/COUNTY-  NJ/CAMDEN
 AI4367  USGS QUAD   -  CAMDEN (1995)
 AI4367
 AI4367                         *CURRENT SURVEY CONTROL
 AI4367  ___________________________________________________________________
 AI4367* NAD 83(1996)-  39 56 44.64552(N)    075 06 11.42059(W)     ADJUSTED  
 AI4367* NAVD 88     -         2.4    (meters)       8.     (feet)  GPS OBS   
 AI4367  ___________________________________________________________________
 AI4367  X           -   1,258,802.868 (meters)                     COMP
 AI4367  Y           -  -4,731,983.350 (meters)                     COMP
 AI4367  Z           -   4,073,348.536 (meters)                     COMP
 AI4367  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 AI4367  ELLIP HEIGHT-         -30.48  (meters)          (09/25/02) GPS OBS
 AI4367  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 AI4367
 AI4367  HORZ ORDER  -  FIRST
 AI4367  ELLP ORDER  -  FOURTH    CLASS I
 AI4367
 AI4367.The horizontal coordinates were established by GPS observations
 AI4367.and adjusted by the National Geodetic Survey in March 2000..
 AI4367
 AI4367.The orthometric height was determined by GPS observations and a
 AI4367.high-resolution geoid model.
 AI4367
 AI4367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4367
 AI4367.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4367
 AI4367.The ellipsoidal height was determined by GPS observations
 AI4367.and is referenced to NAD 83.
 AI4367
 AI4367.The geoid height was determined by GEOID03.
 AI4367
 AI4367;                    North         East     Units Scale Factor Converg.
 AI4367;SPC NJ       -   123,663.928    98,457.020   MT  0.99993270   -0 23 14.2
 AI4367;SPC NJ       -   405,720.74    323,021.07   sFT  0.99993270   -0 23 14.2
 AI4367;UTM  18      - 4,421,739.443   491,186.268   MT  0.99960096   -0 03 58.5
 AI4367
 AI4367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4367!SPC NJ       -   1.00000478  x   0.99993270  =   0.99993748
 AI4367!UTM  18      -   1.00000478  x   0.99960096  =   0.99960574
 AI4367
 AI4367                          SUPERSEDED SURVEY CONTROL
 AI4367
 AI4367  ELLIP H (03/31/00)  -30.49   (m)                       GP(       ) 3 1
 AI4367
 AI4367.Superseded values are not recommended for survey control.
 AI4367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4367.See file dsdata.txt to determine how the superseded data were derived.
 AI4367
 AI4367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9118621739(NAD 83)
 AI4367_MARKER: DJ = TIDAL STATION DISK
 AI4367_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI4367_STAMPING: 8752 C 1977
 AI4367_MARK LOGO: NOS   
 AI4367_PROJECTION: RECESSED 4 CENTIMETERS
 AI4367_MAGNETIC: I = MARKER IS A STEEL ROD
 AI4367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4367+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 AI4367_ROD/PIPE-DEPTH: 15.2 meters
 AI4367
 AI4367  HISTORY     - Date     Condition        Report By
 AI4367  HISTORY     - 1977     MONUMENTED       PORTER
 AI4367  HISTORY     - 19990615 GOOD             NJGS
 AI4367
 AI4367                          STATION DESCRIPTION
 AI4367
 AI4367'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (ECB)
 AI4367'THE STATION IS LOCATED IN THE CITY OF CAMDEN ON THE WEST SIDE OF RIVER
 AI4367'ROAD, COUNTY ROAD 543.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI4367'FEDERAL STREET AND RIVER ROAD, GO NORTH ON RIVER ROAD FOR 0.1 MI (0.2
 AI4367'KM) TO THE CONRAIL RAILROAD GRADE CROSSING, THE ENTRANCE GATE LEADING
 AI4367'TO THE FEDERAL OIL COMPANY AND THE STATION ON THE LEFT, SET ABOUT 0.1
 AI4367'M (0.3 FT) BELOW THE GROUND JUST INSIDE THE 4 FT (1.2 M) HIGH CHAIN
 AI4367'LINK FENCE SURROUNDING THE OIL COMPANY PROPERTY.  THE STATION IS 2.2 M
 AI4367'(7.2 FT) NORTH FROM THE NORTHERLY HINGED CHAIN LINK FENCE GATE POST,
 AI4367'9.7 M (31.8 FT) SOUTH SOUTHEAST FROM A HEXAGONAL SHAPED FLAGPOLE, 1.3
 AI4367'M (4.3 FT) WEST FROM A 4 FT (1.2 M) HIGH CHAIN LINK FENCE, 21.0 M
 AI4367'(68.9 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE FEDERAL OIL
 AI4367'COMPANY OFFICE BUILDING AND 34.4 M (112.9 FT) EAST FROM THE EAST FACE
 AI4367'OF THE GAS PUMP FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0475 ***********************************************************************
 JU0475  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0475  DESIGNATION -  853 8836 TIDAL 4
 JU0475  PID         -  JU0475
 JU0475  STATE/COUNTY-  NJ/ATLANTIC
 JU0475  USGS QUAD   -  OCEAN CITY (1994)
 JU0475
 JU0475                         *CURRENT SURVEY CONTROL
 JU0475  ___________________________________________________________________
 JU0475* NAD 83(1986)-  39 18 34.     (N)    074 31 49.     (W)     SCALED    
 JU0475* NAVD 88     -         2.397  (meters)       7.86   (feet)  ADJUSTED  
 JU0475  ___________________________________________________________________
 JU0475  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 JU0475  DYNAMIC HT  -           2.396 (meters)       7.86  (feet)  COMP
 JU0475  MODELED GRAV-     980,102.4   (mgal)                       NAVD 88
 JU0475
 JU0475  VERT ORDER  -  SECOND    CLASS 0
 JU0475
 JU0475.The horizontal coordinates were scaled from a topographic map and have
 JU0475.an estimated accuracy of +/- 6 seconds.
 JU0475
 JU0475.The orthometric height was determined by differential leveling
 JU0475.and adjusted by the National Geodetic Survey in June 1991..
 JU0475
 JU0475.This Tidal Bench Mark is designated as VM 2739
 JU0475.by the Center for Operational Oceanographic Products and Services.
 JU0475
 JU0475.The geoid height was determined by GEOID03.
 JU0475
 JU0475.The dynamic height is computed by dividing the NAVD 88
 JU0475.geopotential number by the normal gravity value computed on the
 JU0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0475.degrees latitude (g = 980.6199 gals.).
 JU0475
 JU0475.The modeled gravity was interpolated from observed gravity values.
 JU0475
 JU0475;                    North         East    Units  Estimated Accuracy
 JU0475;SPC NJ       -    52,850.      147,390.      MT  (+/- 180 meters Scaled)
 JU0475
 JU0475                          SUPERSEDED SURVEY CONTROL
 JU0475
 JU0475  NGVD 29 (04/16/92)    2.787  (m)            9.14   (f) ADJUSTED    2 0
 JU0475
 JU0475.Superseded values are not recommended for survey control.
 JU0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0475.See file dsdata.txt to determine how the superseded data were derived.
 JU0475
 JU0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ404512(NAD 83)
 JU0475_MARKER: DJ = TIDAL STATION DISK
 JU0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0475_SP_SET: CORNERSTONE
 JU0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0475+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1991
 JU0475
 JU0475  HISTORY     - Date     Condition        Report By
 JU0475  HISTORY     - UNK      MONUMENTED       CGS
 JU0475  HISTORY     - 1961     GOOD             CGS
 JU0475  HISTORY     - 19910607 MARK NOT FOUND   NJGS
 JU0475
 JU0475                          STATION DESCRIPTION
 JU0475
 JU0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0475'AT LONGPORT.
 JU0475'BENCH MARK NO. 4. IS IN THE TOP OF OUTER CORNER OF CORNERSTONE OF
 JU0475'THE NORTH CORNER OF CHURCH OF THE REDEEMER SITUATED ON SOUTH
 JU0475'CORNER OF ATLANTIC AND 20TH. AVENUES.  THE STONE, WHICH IS ABOUT
 JU0475'3 FEET ABOVE SIDEWALK, HAS DATE 1908 CUT INTO ITS NORTHWEST FACE
 JU0475'AND A CROSS CUT INTO ITS NORTHEAST FACE.  NOTE-- LONGPORT (NUGENTS
 JU0475'WHARF), RISLEY CHANNEL
 JU0475
 JU0475                          STATION RECOVERY (1991)
 JU0475
 JU0475'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 JU0475'THE DISK WAS NOT RECOVERED AT THIS TIME.  THE DESCRIBED SETTING HAS
 JU0475'BEEN RENOVATED, A 1908 CORNERSTONE WAS RECOVERED WITH NO DISK.  THE
 JU0475'BRICK WALL IS FLUSH WITH THE FACE OF THE CORNERSTONE, COVERING THE
 JU0475'TOP OF THE CORNERSTONE.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6686 ***********************************************************************
 AB6686  TIDAL BM    -  This is a Tidal Bench Mark.
 AB6686  DESIGNATION -  853 8853 A TIDAL
 AB6686  PID         -  AB6686
 AB6686  STATE/COUNTY-  NJ/BURLINGTON
 AB6686  USGS QUAD   -  CAMDEN (1995)
 AB6686
 AB6686                         *CURRENT SURVEY CONTROL
 AB6686  ___________________________________________________________________
 AB6686* NAD 83(1986)-  39 59 38.     (N)    075 01 39.     (W)     SCALED    
 AB6686* NAVD 88     -         2.824  (meters)       9.27   (feet)  ADJUSTED  
 AB6686  ___________________________________________________________________
 AB6686  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 AB6686  DYNAMIC HT  -           2.823 (meters)       9.26  (feet)  COMP
 AB6686  MODELED GRAV-     980,188.2   (mgal)                       NAVD 88
 AB6686
 AB6686  VERT ORDER  -  FIRST     CLASS II
 AB6686
 AB6686.The horizontal coordinates were scaled from a topographic map and have
 AB6686.an estimated accuracy of +/- 6 seconds.
 AB6686
 AB6686.The orthometric height was determined by differential leveling
 AB6686.and adjusted by the National Geodetic Survey in September 1996..
 AB6686
 AB6686.This Tidal Bench Mark is designated as VM 2865
 AB6686.by the Center for Operational Oceanographic Products and Services.
 AB6686
 AB6686.The geoid height was determined by GEOID03.
 AB6686
 AB6686.The dynamic height is computed by dividing the NAVD 88
 AB6686.geopotential number by the normal gravity value computed on the
 AB6686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6686.degrees latitude (g = 980.6199 gals.).
 AB6686
 AB6686.The modeled gravity was interpolated from observed gravity values.
 AB6686
 AB6686;                    North         East    Units  Estimated Accuracy
 AB6686;SPC NJ       -   128,970.      104,960.      MT  (+/- 180 meters Scaled)
 AB6686
 AB6686                          SUPERSEDED SURVEY CONTROL
 AB6686
 AB6686.No superseded survey control is available for this station.
 AB6686
 AB6686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK976270(NAD 83)
 AB6686_MARKER: DJ = TIDAL STATION DISK
 AB6686_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AB6686_STAMPING: 8853 A 1977
 AB6686_MARK LOGO: NOS   
 AB6686_PROJECTION: RECESSED 4 CENTIMETERS
 AB6686_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6686+STABILITY: SURFACE MOTION
 AB6686_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6686+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1995
 AB6686_ROD/PIPE-DEPTH: 30   meters
 AB6686
 AB6686  HISTORY     - Date     Condition        Report By
 AB6686  HISTORY     - 1977     MONUMENTED       PORTER
 AB6686  HISTORY     - 19950824 GOOD             NJGS
 AB6686
 AB6686                          STATION DESCRIPTION
 AB6686
 AB6686'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 AB6686'THE STATION IS LOCATED IN CINNAMINSON TOWNSHIP ON THE WEST SIDE OF
 AB6686'FAIRFAX DRIVE.  TO REACH THE STATION FROM THE INTERSECTION OF PUBLIC
 AB6686'ROAD AND WEST BROAD STREET IN THE BOROUGH OF PALMYRA, GO SOUTHEAST ON
 AB6686'PUBLIC ROAD FOR 0.15 MI (0.24 KM) TO THE TEE INTERSECTION WITH RIVER
 AB6686'ROAD, COUNTY ROAD 543, ON THE RIGHT.  CONTINUE AHEAD ON PUBLIC ROAD
 AB6686'FOR 0.15 MI (0.24 KM) TO THE JUNCTION WITH OXFORD ROAD, FAIRFAX DRIVE
 AB6686'AND THE STATION ON THE RIGHT, SET ABOUT 0.2 FT (6.1 CM) BELOW THE
 AB6686'GROUND.  THE STATION IS 7.1 FT (2.2 M) SOUTH FROM POLE NUMBER E 63646
 AB6686'2319 CN, 37.2 FT (11.3 M) NORTHEAST FROM POLE NUMBER BT 5 206 CN AND
 AB6686'44.6 FT (13.6 M) NORTHWEST FROM THE NORTHWEST CORNER OF HOUSE NUMBER
 AB6686'198, A TWO STORY FRAME DWELLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6684 ***********************************************************************
 AB6684  TIDAL BM    -  This is a Tidal Bench Mark.
 AB6684  DESIGNATION -  853 8875 B TIDAL
 AB6684  PID         -  AB6684
 AB6684  STATE/COUNTY-  NJ/BURLINGTON
 AB6684  USGS QUAD   -  FRANKFORD (1997)
 AB6684
 AB6684                         *CURRENT SURVEY CONTROL
 AB6684  ___________________________________________________________________
 AB6684* NAD 83(1986)-  40 00 42.     (N)    075 00 27.     (W)     SCALED    
 AB6684* NAVD 88     -         3.373  (meters)      11.07   (feet)  ADJUSTED  
 AB6684  ___________________________________________________________________
 AB6684  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 AB6684  DYNAMIC HT  -           3.372 (meters)      11.06  (feet)  COMP
 AB6684  MODELED GRAV-     980,187.4   (mgal)                       NAVD 88
 AB6684
 AB6684  VERT ORDER  -  FIRST     CLASS II
 AB6684
 AB6684.The horizontal coordinates were scaled from a topographic map and have
 AB6684.an estimated accuracy of +/- 6 seconds.
 AB6684
 AB6684.The orthometric height was determined by differential leveling
 AB6684.and adjusted by the National Geodetic Survey in September 1996..
 AB6684
 AB6684.This Tidal Bench Mark is designated as VM 2871
 AB6684.by the Center for Operational Oceanographic Products and Services.
 AB6684
 AB6684.The geoid height was determined by GEOID03.
 AB6684
 AB6684.The dynamic height is computed by dividing the NAVD 88
 AB6684.geopotential number by the normal gravity value computed on the
 AB6684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6684.degrees latitude (g = 980.6199 gals.).
 AB6684
 AB6684.The modeled gravity was interpolated from observed gravity values.
 AB6684
 AB6684;                    North         East    Units  Estimated Accuracy
 AB6684;SPC NJ       -   130,930.      106,670.      MT  (+/- 180 meters Scaled)
 AB6684
 AB6684                          SUPERSEDED SURVEY CONTROL
 AB6684
 AB6684.No superseded survey control is available for this station.
 AB6684
 AB6684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK993290(NAD 83)
 AB6684_MARKER: DJ = TIDAL STATION DISK
 AB6684_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB6684_SP_SET: BRIDGE SIDEWALK
 AB6684_STAMPING: 8875 B 1977
 AB6684_MARK LOGO: NOS   
 AB6684_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6684_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6684+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1995
 AB6684
 AB6684  HISTORY     - Date     Condition        Report By
 AB6684  HISTORY     - 1977     MONUMENTED       PORTER
 AB6684  HISTORY     - 19950824 GOOD             NJGS
 AB6684
 AB6684                          STATION DESCRIPTION
 AB6684
 AB6684'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 AB6684'THE STATION IS LOCATED IN CINNAMINSON TOWNSHIP ON THE NORTH SIDE OF
 AB6684'BROAD STREET, COUNTY ROAD 543.  TO REACH THE STATION FROM THE
 AB6684'INTERSECTION OF CINNAMINSON AVENUE, COUNTY ROAD 607 AND BROAD STREET,
 AB6684'COUNTY ROAD 543, IN THE BOROUGH OF PALMYRA, GO NORTHEAST ON BROAD
 AB6684'STREET FOR 0.9 MI (1.4 KM) TO THE STATION ON THE LEFT, SET FLUSH IN A
 AB6684'DRILL HOLE IN THE NORTHEAST SIDEWALK OF THE HIGHWAY BRIDGE CARRYING
 AB6684'BROAD STREET OVER THE POMPESTON CREEK, BRIDGE NUMBER A 3.3.  THE
 AB6684'STATION IS 5.2 FT (1.6 M) NORTHWEST FROM THE NORTHWEST CURBLINE OF
 AB6684'BROAD STREET, 32.7 FT (10.0 M) WEST FROM POLE NUMBER E 63348 CN,
 AB6684'LOCATED AT THE NORTHEAST CORNER OF THE BRIDGE AND 1.2 FT (0.4 M)
 AB6684'SOUTHEAST FROM THE NORTH FACE OF THE NORTHEAST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6685 ***********************************************************************
 AB6685  TIDAL BM    -  This is a Tidal Bench Mark.
 AB6685  DESIGNATION -  853 8875 C TIDAL
 AB6685  PID         -  AB6685
 AB6685  STATE/COUNTY-  NJ/BURLINGTON
 AB6685  USGS QUAD   -  FRANKFORD (1997)
 AB6685
 AB6685                         *CURRENT SURVEY CONTROL
 AB6685  ___________________________________________________________________
 AB6685* NAD 83(1986)-  40 00 42.     (N)    075 00 27.     (W)     SCALED    
 AB6685* NAVD 88     -         3.557  (meters)      11.67   (feet)  ADJUSTED  
 AB6685  ___________________________________________________________________
 AB6685  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 AB6685  DYNAMIC HT  -           3.556 (meters)      11.67  (feet)  COMP
 AB6685  MODELED GRAV-     980,187.4   (mgal)                       NAVD 88
 AB6685
 AB6685  VERT ORDER  -  FIRST     CLASS II
 AB6685
 AB6685.The horizontal coordinates were scaled from a topographic map and have
 AB6685.an estimated accuracy of +/- 6 seconds.
 AB6685
 AB6685.The orthometric height was determined by differential leveling
 AB6685.and adjusted by the National Geodetic Survey in September 1996..
 AB6685
 AB6685.This Tidal Bench Mark is designated as VM 2872
 AB6685.by the Center for Operational Oceanographic Products and Services.
 AB6685
 AB6685.The geoid height was determined by GEOID03.
 AB6685
 AB6685.The dynamic height is computed by dividing the NAVD 88
 AB6685.geopotential number by the normal gravity value computed on the
 AB6685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6685.degrees latitude (g = 980.6199 gals.).
 AB6685
 AB6685.The modeled gravity was interpolated from observed gravity values.
 AB6685
 AB6685;                    North         East    Units  Estimated Accuracy
 AB6685;SPC NJ       -   130,930.      106,670.      MT  (+/- 180 meters Scaled)
 AB6685
 AB6685                          SUPERSEDED SURVEY CONTROL
 AB6685
 AB6685.No superseded survey control is available for this station.
 AB6685
 AB6685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK993290(NAD 83)
 AB6685_MARKER: DJ = TIDAL STATION DISK
 AB6685_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB6685_SP_SET: BRIDGE SIDEWALK
 AB6685_STAMPING: 8875 C 1977
 AB6685_MARK LOGO: NOS   
 AB6685_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6685_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6685+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1995
 AB6685
 AB6685  HISTORY     - Date     Condition        Report By
 AB6685  HISTORY     - 1977     MONUMENTED       PORTER
 AB6685  HISTORY     - 19950824 GOOD             NJGS
 AB6685
 AB6685                          STATION DESCRIPTION
 AB6685
 AB6685'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 AB6685'THE STATION IS LOCATED IN THE BOROUGH OF RIVERTON ON THE SOUTH SIDE OF
 AB6685'BROAD STREET, COUNTY ROAD 543.  TO REACH THE STATION FROM THE
 AB6685'INTERSECTION OF CINNAMINSON AVENUE, COUNTY ROAD 607 AND BROAD STREET,
 AB6685'COUNTY ROAD 543, IN THE BOROUGH OF PALMYRA, GO NORTHEAST ON BROAD
 AB6685'STREET FOR 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN A
 AB6685'DRILL HOLE IN THE SOUTHWEST SIDEWALK OF THE HIGHWAY BRIDGE CARRYING
 AB6685'BROAD STREET OVER THE POMPESTON CREEK, BRIDGE NUMBER A 3.3.  THE
 AB6685'STATION IS 24.3 FT (7.4 M) NORTHWEST FROM THE NORTHWEST RAIL OF THE
 AB6685'ADJACENT CONRAIL RAILROAD TRACK, 11.2 FT (3.4 M) NORTHEAST FROM THE
 AB6685'SOUTHWEST END OF THE 3 FT (0.9 M) HIGH CONCRETE BALUSTRADE PYLON AND
 AB6685'ABOUT 1.0 FT (0.3 M) SOUTHEAST FROM THE SOUTHEAST CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6683 ***********************************************************************
 AB6683  TIDAL BM    -  This is a Tidal Bench Mark.
 AB6683  DESIGNATION -  853 8875 D TIDAL
 AB6683  PID         -  AB6683
 AB6683  STATE/COUNTY-  NJ/BURLINGTON
 AB6683  USGS QUAD   -  FRANKFORD (1997)
 AB6683
 AB6683                         *CURRENT SURVEY CONTROL
 AB6683  ___________________________________________________________________
 AB6683* NAD 83(1986)-  40 00 40.     (N)    075 00 29.     (W)     SCALED    
 AB6683* NAVD 88     -         3.918  (meters)      12.85   (feet)  ADJUSTED  
 AB6683  ___________________________________________________________________
 AB6683  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 AB6683  DYNAMIC HT  -           3.917 (meters)      12.85  (feet)  COMP
 AB6683  MODELED GRAV-     980,187.4   (mgal)                       NAVD 88
 AB6683
 AB6683  VERT ORDER  -  FIRST     CLASS II
 AB6683
 AB6683.The horizontal coordinates were scaled from a topographic map and have
 AB6683.an estimated accuracy of +/- 6 seconds.
 AB6683
 AB6683.The orthometric height was determined by differential leveling
 AB6683.and adjusted by the National Geodetic Survey in September 1996..
 AB6683
 AB6683.This Tidal Bench Mark is designated as VM 2873
 AB6683.by the Center for Operational Oceanographic Products and Services.
 AB6683
 AB6683.The geoid height was determined by GEOID03.
 AB6683
 AB6683.The dynamic height is computed by dividing the NAVD 88
 AB6683.geopotential number by the normal gravity value computed on the
 AB6683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6683.degrees latitude (g = 980.6199 gals.).
 AB6683
 AB6683.The modeled gravity was interpolated from observed gravity values.
 AB6683
 AB6683;                    North         East    Units  Estimated Accuracy
 AB6683;SPC NJ       -   130,870.      106,630.      MT  (+/- 180 meters Scaled)
 AB6683
 AB6683                          SUPERSEDED SURVEY CONTROL
 AB6683
 AB6683.No superseded survey control is available for this station.
 AB6683
 AB6683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK993289(NAD 83)
 AB6683_MARKER: DJ = TIDAL STATION DISK
 AB6683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB6683_SP_SET: MANHOLE CHAMBER
 AB6683_STAMPING: 8875 D 1977
 AB6683_MARK LOGO: NOS   
 AB6683_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6683+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1995
 AB6683
 AB6683  HISTORY     - Date     Condition        Report By
 AB6683  HISTORY     - 1977     MONUMENTED       PORTER
 AB6683  HISTORY     - 19950918 GOOD             NJGS
 AB6683
 AB6683                          STATION DESCRIPTION
 AB6683
 AB6683'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 AB6683'THE STATION IS LOCATED IN CINNAMINSON TOWNSHIP ON THE NORTH SIDE OF
 AB6683'BROAD STREET, COUNTY ROAD 543.  TO REACH THE STATION FROM THE
 AB6683'INTERSECTION OF CINNAMINSON AVENUE, COUNTY ROAD 607 AND BROAD STREET,
 AB6683'COUNTY ROAD 543, IN THE BOROUGH OF PALMYRA, GO NORTHEAST ON BROAD
 AB6683'STREET FOR 0.8 MI (1.3 KM) TO THE STATION ON THE LEFT, SET FLUSH IN A
 AB6683'DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE MANHOLE JUNCTION
 AB6683'CHAMBER.  THE STATION IS 14.5 FT (4.4 M) NORTHWEST FROM THE NORTHWEST
 AB6683'CURBLINE OF BROAD STREET, 22.8 FT (6.9 M) NORTHEAST FROM A FIRE
 AB6683'HYDRANT, 71.0 FT (21.6 M) NORTHEAST FROM POLE NUMBER 60320 AND 48.0 FT
 AB6683'(14.6 M) SOUTHWEST FROM POLE NUMBER 60527.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9763 ***********************************************************************
 AI9763  TIDAL BM    -  This is a Tidal Bench Mark.
 AI9763  DESIGNATION -  853 8921 A TIDAL
 AI9763  PID         -  AI9763
 AI9763  STATE/COUNTY-  NJ/BURLINGTON
 AI9763  USGS QUAD   -  BEVERLY (1973)
 AI9763
 AI9763                         *CURRENT SURVEY CONTROL
 AI9763  ___________________________________________________________________
 AI9763* NAD 83(1986)-  40 01 35.     (N)    074 55 55.     (W)     SCALED    
 AI9763* NAVD 88     -         5.510  (meters)      18.08   (feet)  ADJUSTED  
 AI9763  ___________________________________________________________________
 AI9763  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 AI9763  DYNAMIC HT  -           5.508 (meters)      18.07  (feet)  COMP
 AI9763  MODELED GRAV-     980,195.3   (mgal)                       NAVD 88
 AI9763
 AI9763  VERT ORDER  -  SECOND    CLASS I
 AI9763
 AI9763.The horizontal coordinates were scaled from a topographic map and have
 AI9763.an estimated accuracy of +/- 6 seconds.
 AI9763
 AI9763.The orthometric height was determined by differential leveling
 AI9763.and adjusted by the National Geodetic Survey in March 2001..
 AI9763.No vertical observational check was made to the station.
 AI9763
 AI9763.This Tidal Bench Mark is designated as VM 2875
 AI9763.by the Center for Operational Oceanographic Products and Services.
 AI9763
 AI9763.The geoid height was determined by GEOID03.
 AI9763
 AI9763.The dynamic height is computed by dividing the NAVD 88
 AI9763.geopotential number by the normal gravity value computed on the
 AI9763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9763.degrees latitude (g = 980.6199 gals.).
 AI9763
 AI9763.The modeled gravity was interpolated from observed gravity values.
 AI9763
 AI9763;                    North         East    Units  Estimated Accuracy
 AI9763;SPC NJ       -   132,530.      113,130.      MT  (+/- 180 meters Scaled)
 AI9763
 AI9763                          SUPERSEDED SURVEY CONTROL
 AI9763
 AI9763.No superseded survey control is available for this station.
 AI9763
 AI9763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK058306(NAD 83)
 AI9763_MARKER: DJ = TIDAL STATION DISK
 AI9763_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI9763_STAMPING: 8921 A 1977
 AI9763_MARK LOGO: NOS   
 AI9763_PROJECTION: RECESSED 6 CENTIMETERS
 AI9763_MAGNETIC: I = MARKER IS A STEEL ROD
 AI9763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9763+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1998
 AI9763_ROD/PIPE-DEPTH: 7.9  meters
 AI9763
 AI9763  HISTORY     - Date     Condition        Report By
 AI9763  HISTORY     - 1977     MONUMENTED       PORTER
 AI9763  HISTORY     - 19981208 GOOD             NJGS
 AI9763
 AI9763                          STATION DESCRIPTION
 AI9763
 AI9763'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9763'THE STATION IS LOCATED IN DELRAN TOWNSHIP IN THE COMMUNITY OF
 AI9763'BRIDGEBORO ON THE NORTH SIDE OF RANCOCAS STREET.  TO REACH THE STATION
 AI9763'FROM THE INTERSECTION OF U.S.  HIGHWAY 130 AND BRIDGEBORO ROAD, GO
 AI9763'SOUTH ON U.S.  HIGHWAY 130 FOR 0.8 MI (1.3 KM) TO THE EXIT RAMP
 AI9763'LEADING TO COUNTY ROAD 613 EAST ON THE RIGHT.  FOLLOW THE EXIT RAMP
 AI9763'AROUND TO COUNTY ROAD 613 EAST AND CONTINUE AHEAD TO A TRAFFIC LIGHT
 AI9763'AT THE INTERSECTION WITH CLEVELAND AVENUE.  TURN LEFT AND GO EAST ON
 AI9763'CLEVELAND AVENUE FOR 0.05 MI (0.08 KM) TO THE INTERSECTION WITH SOUTH
 AI9763'BRIDGEBORO STREET ON THE LEFT.  TURN LEFT AND GO NORTH ON SOUTH
 AI9763'BRIDGEBORO STREET FOR 0.1 MI (0.2 KM) TO THE JUNCTION WITH RANCOCAS
 AI9763'STREET ON THE RIGHT.  TURN RIGHT AND GO EAST ON RANCOCAS STREET FOR
 AI9763'ABOUT 50 M (164.0 FT) TO THE STATION ON THE LEFT, SET ABOUT 0.06 M
 AI9763'(0.20 FT) BELOW THE GROUND IN A WOODED AREA.  THE STATION IS 56.3 FT
 AI9763'(17.2 M) NORTH FROM THE NORTHEAST CORNER OF HOUSE NUMBERS 2 AND 4, A
 AI9763'TWO AND ONE HALF STORY FRAME DWELLING, 20.0 FT (6.1 M) NORTH FROM THE
 AI9763'CENTERLINE OF RANCOCAS STREET, 8.5 FT (2.6 M) WEST FROM WOOD UTILITY
 AI9763'POLE NUMBER 60375 AND 109.8 FT (33.5 M) EAST FROM WOOD UTILITY POLE
 AI9763'NUMBER 60373 DR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9764 ***********************************************************************
 AI9764  TIDAL BM    -  This is a Tidal Bench Mark.
 AI9764  DESIGNATION -  853 8921 B TIDAL
 AI9764  PID         -  AI9764
 AI9764  STATE/COUNTY-  NJ/BURLINGTON
 AI9764  USGS QUAD   -  BEVERLY (1973)
 AI9764
 AI9764                         *CURRENT SURVEY CONTROL
 AI9764  ___________________________________________________________________
 AI9764* NAD 83(1986)-  40 01 38.     (N)    074 55 57.     (W)     SCALED    
 AI9764* NAVD 88     -         7.328  (meters)      24.04   (feet)  ADJUSTED  
 AI9764  ___________________________________________________________________
 AI9764  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 AI9764  DYNAMIC HT  -           7.325 (meters)      24.03  (feet)  COMP
 AI9764  MODELED GRAV-     980,195.3   (mgal)                       NAVD 88
 AI9764
 AI9764  VERT ORDER  -  SECOND    CLASS I
 AI9764
 AI9764.The horizontal coordinates were scaled from a topographic map and have
 AI9764.an estimated accuracy of +/- 6 seconds.
 AI9764
 AI9764.The orthometric height was determined by differential leveling
 AI9764.and adjusted by the National Geodetic Survey in March 2001..
 AI9764.No vertical observational check was made to the station.
 AI9764
 AI9764.This Tidal Bench Mark is designated as VM 2876
 AI9764.by the Center for Operational Oceanographic Products and Services.
 AI9764
 AI9764.The geoid height was determined by GEOID03.
 AI9764
 AI9764.The dynamic height is computed by dividing the NAVD 88
 AI9764.geopotential number by the normal gravity value computed on the
 AI9764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9764.degrees latitude (g = 980.6199 gals.).
 AI9764
 AI9764.The modeled gravity was interpolated from observed gravity values.
 AI9764
 AI9764;                    North         East    Units  Estimated Accuracy
 AI9764;SPC NJ       -   132,630.      113,090.      MT  (+/- 180 meters Scaled)
 AI9764
 AI9764                          SUPERSEDED SURVEY CONTROL
 AI9764
 AI9764.No superseded survey control is available for this station.
 AI9764
 AI9764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK057307(NAD 83)
 AI9764_MARKER: DJ = TIDAL STATION DISK
 AI9764_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI9764_STAMPING: 853 8921 B 1977
 AI9764_MARK LOGO: NOS   
 AI9764_PROJECTION: RECESSED 6 CENTIMETERS
 AI9764_MAGNETIC: I = MARKER IS A STEEL ROD
 AI9764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9764_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9764+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1998
 AI9764_ROD/PIPE-DEPTH: 7.0  meters
 AI9764
 AI9764  HISTORY     - Date     Condition        Report By
 AI9764  HISTORY     - 1977     MONUMENTED       PORTER
 AI9764  HISTORY     - 19981208 GOOD             NJGS
 AI9764
 AI9764                          STATION DESCRIPTION
 AI9764
 AI9764'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9764'THE STATION IS LOCATED IN DELRAN TOWNSHIP IN THE COMMUNITY OF
 AI9764'BRIDGEBORO ON THE NORTHEAST SIDE OF SOUTH BRIDGEBORO STREET.  TO REACH
 AI9764'THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 130 AND BRIDGEBORO
 AI9764'ROAD, GO SOUTH ON U.S.  HIGHWAY 130 FOR 0.8 MI (1.3 KM) TO THE EXIT
 AI9764'RAMP LEADING TO COUNTY ROAD 613 EAST ON THE RIGHT.  FOLLOW THE EXIT
 AI9764'RAMP AROUND TO COUNTY ROAD 613 EAST AND CONTINUE AHEAD TO A TRAFFIC
 AI9764'LIGHT AT THE INTERSECTION WITH CLEVELAND AVENUE.  TURN LEFT AND GO
 AI9764'EAST ON CLEVELAND AVENUE FOR 0.05 MI (0.08 KM) TO THE INTERSECTION
 AI9764'WITH SOUTH BRIDGEBORO STREET ON THE LEFT.  TURN LEFT AND GO NORTH ON
 AI9764'SOUTH BRIDGEBORO STREET FOR 0.11 MI (0.18 KM) TO THE STATION ON THE
 AI9764'RIGHT, SET ABOUT 0.04 M (0.13 FT) BELOW THE GROUND. THE STATION IS
 AI9764'46.0 FT (14.0 M) NORTHEAST FROM THE NORTHWEST CORNER OF HOUSE NUMBER
 AI9764'1, A TWO AND ONE HALF STORY FRAME DWELLING, 30.9 EAST FROM AN INLET
 AI9764'AND 38.1 FT (11.6 M) SOUTHEAST FROM WOOD UTILITY POLE NUMBER 60509 DR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6652 ***********************************************************************
 KV6652  DESIGNATION -  853 8921 F TIDAL
 KV6652  PID         -  KV6652
 KV6652  STATE/COUNTY-  NJ/BURLINGTON
 KV6652  USGS QUAD   -  BEVERLY (1973)
 KV6652
 KV6652                         *CURRENT SURVEY CONTROL
 KV6652  ___________________________________________________________________
 KV6652* NAD 83(1996)-  40 01 45.82590(N)    074 55 54.54983(W)     ADJUSTED  
 KV6652* NAVD 88     -         9.348  (meters)      30.67   (feet)  ADJUSTED  
 KV6652  ___________________________________________________________________
 KV6652  X           -   1,271,398.563 (meters)                     COMP
 KV6652  Y           -  -4,722,438.499 (meters)                     COMP
 KV6652  Z           -   4,080,470.301 (meters)                     COMP
 KV6652  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 KV6652  ELLIP HEIGHT-         -23.47  (meters)          (10/23/02) GPS OBS
 KV6652  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV6652  DYNAMIC HT  -           9.344 (meters)      30.66  (feet)  COMP
 KV6652  MODELED GRAV-     980,195.2   (mgal)                       NAVD 88
 KV6652
 KV6652  HORZ ORDER  -  FIRST
 KV6652  VERT ORDER  -  SECOND    CLASS I
 KV6652  ELLP ORDER  -  FOURTH    CLASS I
 KV6652
 KV6652.The horizontal coordinates were established by GPS observations
 KV6652.and adjusted by the National Geodetic Survey in May 1999..
 KV6652
 KV6652.The orthometric height was determined by differential leveling
 KV6652.and adjusted by the National Geodetic Survey in January 1994..
 KV6652
 KV6652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6652
 KV6652.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6652
 KV6652.The ellipsoidal height was determined by GPS observations
 KV6652.and is referenced to NAD 83.
 KV6652
 KV6652.The geoid height was determined by GEOID03.
 KV6652
 KV6652.The dynamic height is computed by dividing the NAVD 88
 KV6652.geopotential number by the normal gravity value computed on the
 KV6652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6652.degrees latitude (g = 980.6199 gals.).
 KV6652
 KV6652.The modeled gravity was interpolated from observed gravity values.
 KV6652
 KV6652;                    North         East     Units Scale Factor Converg.
 KV6652;SPC NJ       -   132,867.401   113,144.718   MT  0.99991672   -0 16 39.9
 KV6652;SPC NJ       -   435,915.80    371,208.96   sFT  0.99991672   -0 16 39.9
 KV6652;UTM  18      - 4,431,022.131   505,817.380   MT  0.99960042   +0 02 37.9
 KV6652
 KV6652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6652!SPC NJ       -   1.00000368  x   0.99991672  =   0.99992040
 KV6652!UTM  18      -   1.00000368  x   0.99960042  =   0.99960410
 KV6652
 KV6652                          SUPERSEDED SURVEY CONTROL
 KV6652
 KV6652  NAD 83(1992)-  40 01 45.82524(N)    074 55 54.54992(W) AD(       ) 1
 KV6652  ELLIP H (12/16/96)  -23.50   (m)                       GP(       ) 2 1
 KV6652  NAVD 88 (12/16/96)    9.35   (m)           30.7    (f) LEVELING    3  
 KV6652  NGVD 29 (01/10/92)    9.669  (m)           31.72   (f) ADJUSTED    2 1
 KV6652
 KV6652.Superseded values are not recommended for survey control.
 KV6652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6652.See file dsdata.txt to determine how the superseded data were derived.
 KV6652
 KV6652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0581731022(NAD 83)
 KV6652_MARKER: DD = SURVEY DISK
 KV6652_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6652_SP_SET: BRIDGE ABUTMENT
 KV6652_STAMPING: 853 8921 F
 KV6652_MARK LOGO: NJGS  
 KV6652_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6652+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2002
 KV6652
 KV6652  HISTORY     - Date     Condition        Report By
 KV6652  HISTORY     - 1991     MONUMENTED       NJGS
 KV6652  HISTORY     - 19910612 GOOD             NJGS
 KV6652  HISTORY     - 19951129 GOOD             TWT
 KV6652  HISTORY     - 19981003 GOOD             DMW
 KV6652  HISTORY     - 19981208 GOOD             NJGS
 KV6652  HISTORY     - 20021031 GOOD             AASCO
 KV6652
 KV6652                          STATION DESCRIPTION
 KV6652
 KV6652'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6652'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF DELANCO TOWNSHIP ON
 KV6652'THE NORTHWEST SIDE OF U.S.HIGHWAY 130, AT THE NORTHEAST CORNER OF THE
 KV6652'EAST ABUTMENT OF THE ROUTE 130 BRIDGE OVER THE RANCOCAS CREEK.  THE
 KV6652'STATION IS 0.9 M (3.0 FT) NORTH NORTHEAST OF THE NORTHEAST FACE OF
 KV6652'THE CONCRETE PARAPET, 3.9 M (12.8 FT) NORTHEAST OF LIGHT POLE NUMBER
 KV6652'A2511, 0.65 M (2.13 FT) EAST OF THE WEST EDGE OF THE ABUTMENT AND IS
 KV6652'FLUSH WITH THE ABUTMENT.
 KV6652
 KV6652                          STATION RECOVERY (1995)
 KV6652
 KV6652'RECOVERY NOTE BY TWT CONS ENG 1995 (WPD)
 KV6652'RECOVERED AS DESCRIBED.
 KV6652
 KV6652                          STATION RECOVERY (1998)
 KV6652
 KV6652'RECOVERY NOTE BY DAFT MCCUNE WALKER INCORPORATED 1998 (JMS)
 KV6652'RECOVERED IN GOOD CONDITION.
 KV6652
 KV6652                          STATION RECOVERY (1998)
 KV6652
 KV6652'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV6652'RECOVERED AS DESCRIBED.
 KV6652
 KV6652                          STATION RECOVERY (2002)
 KV6652
 KV6652'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (GLB)
 KV6652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9765 ***********************************************************************
 AI9765  DESIGNATION -  853 8921 G TIDAL
 AI9765  PID         -  AI9765
 AI9765  STATE/COUNTY-  NJ/BURLINGTON
 AI9765  USGS QUAD   -  BEVERLY (1973)
 AI9765
 AI9765                         *CURRENT SURVEY CONTROL
 AI9765  ___________________________________________________________________
 AI9765* NAD 83(1986)-  40 01 42.     (N)    074 55 58.     (W)     SCALED    
 AI9765* NAVD 88     -        13.300  (meters)      43.64   (feet)  ADJUSTED  
 AI9765  ___________________________________________________________________
 AI9765  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 AI9765  DYNAMIC HT  -          13.294 (meters)      43.62  (feet)  COMP
 AI9765  MODELED GRAV-     980,195.3   (mgal)                       NAVD 88
 AI9765
 AI9765  VERT ORDER  -  SECOND    CLASS I
 AI9765
 AI9765.The horizontal coordinates were scaled from a topographic map and have
 AI9765.an estimated accuracy of +/- 6 seconds.
 AI9765
 AI9765.The orthometric height was determined by differential leveling
 AI9765.and adjusted by the National Geodetic Survey in March 2001..
 AI9765.No vertical observational check was made to the station.
 AI9765
 AI9765.The geoid height was determined by GEOID03.
 AI9765
 AI9765.The dynamic height is computed by dividing the NAVD 88
 AI9765.geopotential number by the normal gravity value computed on the
 AI9765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9765.degrees latitude (g = 980.6199 gals.).
 AI9765
 AI9765.The modeled gravity was interpolated from observed gravity values.
 AI9765
 AI9765;                    North         East    Units  Estimated Accuracy
 AI9765;SPC NJ       -   132,750.      113,060.      MT  (+/- 180 meters Scaled)
 AI9765
 AI9765                          SUPERSEDED SURVEY CONTROL
 AI9765
 AI9765.No superseded survey control is available for this station.
 AI9765
 AI9765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK057309(NAD 83)
 AI9765_MARKER: DD = SURVEY DISK
 AI9765_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI9765_SP_SET: BRIDGE ABUTMENT
 AI9765_STAMPING: 853 8921 G
 AI9765_MARK LOGO: NJGS  
 AI9765_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9765+SATELLITE: SATELLITE OBSERVATIONS - December 09, 1998
 AI9765
 AI9765  HISTORY     - Date     Condition        Report By
 AI9765  HISTORY     - UNK      MONUMENTED       NJGS
 AI9765  HISTORY     - 19981209 GOOD             NJGS
 AI9765
 AI9765                          STATION DESCRIPTION
 AI9765
 AI9765'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9765'THE STATION IS LOCATED IN DELRAN TOWNSHIP IN THE COMMUNITY OF
 AI9765'BRIDGEBORO ON THE SOUTHEAST SIDE OF THE NORTHBOUND LANES OF U.S.
 AI9765'HIGHWAY 130, SET FLUSH IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST
 AI9765'ABUTMENT OF THE BRIDGE CARRYING U.S.  HIGHWAY 130 OVER THE RANCOCAS
 AI9765'CREEK, STRUCTURE NUMBER 0316 152, MILEPOINT 41.05.  THE STATION IS 0.6
 AI9765'M (2.0 FT) SOUTHEAST FROM THE SOUTHEAST FACE OF THE SOUTHEAST CONCRETE
 AI9765'PARAPET WALL CONTAINING THE DATE PANEL WITH THE YEAR 1985 AND 3.8 M
 AI9765'(12.5 FT) SOUTHWEST FROM ALUMINUM LIGHT POLE NUMBER A 1514.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9766 ***********************************************************************
 AI9766  DESIGNATION -  853 8921 J TIDAL
 AI9766  PID         -  AI9766
 AI9766  STATE/COUNTY-  NJ/BURLINGTON
 AI9766  USGS QUAD   -  BEVERLY (1973)
 AI9766
 AI9766                         *CURRENT SURVEY CONTROL
 AI9766  ___________________________________________________________________
 AI9766* NAD 83(1986)-  40 01 44.     (N)    074 55 53.     (W)     SCALED    
 AI9766* NAVD 88     -         7.530  (meters)      24.70   (feet)  ADJUSTED  
 AI9766  ___________________________________________________________________
 AI9766  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 AI9766  DYNAMIC HT  -           7.527 (meters)      24.69  (feet)  COMP
 AI9766  MODELED GRAV-     980,195.2   (mgal)                       NAVD 88
 AI9766
 AI9766  VERT ORDER  -  SECOND    CLASS I
 AI9766
 AI9766.The horizontal coordinates were scaled from a topographic map and have
 AI9766.an estimated accuracy of +/- 6 seconds.
 AI9766
 AI9766.The orthometric height was determined by differential leveling
 AI9766.and adjusted by the National Geodetic Survey in March 2001..
 AI9766.No vertical observational check was made to the station.
 AI9766
 AI9766.The geoid height was determined by GEOID03.
 AI9766
 AI9766.The dynamic height is computed by dividing the NAVD 88
 AI9766.geopotential number by the normal gravity value computed on the
 AI9766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9766.degrees latitude (g = 980.6199 gals.).
 AI9766
 AI9766.The modeled gravity was interpolated from observed gravity values.
 AI9766
 AI9766;                    North         East    Units  Estimated Accuracy
 AI9766;SPC NJ       -   132,810.      113,180.      MT  (+/- 180 meters Scaled)
 AI9766
 AI9766                          SUPERSEDED SURVEY CONTROL
 AI9766
 AI9766.No superseded survey control is available for this station.
 AI9766
 AI9766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK058309(NAD 83)
 AI9766_MARKER: DD = SURVEY DISK
 AI9766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9766_STAMPING: 853 8921 J 1998
 AI9766_MARK LOGO: NJGS  
 AI9766_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9766+STABILITY: SURFACE MOTION
 AI9766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9766+SATELLITE: SATELLITE OBSERVATIONS - December 09, 1998
 AI9766
 AI9766  HISTORY     - Date     Condition        Report By
 AI9766  HISTORY     - 1998     MONUMENTED       NJGS
 AI9766  HISTORY     - 19981209 GOOD             NJGS
 AI9766
 AI9766                          STATION DESCRIPTION
 AI9766
 AI9766'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9766'THE STATION IS LOCATED IN WILLINGBORO TOWNSHIP ON THE SOUTHEAST SIDE
 AI9766'OF THE NORTHBOUND LANES OF U.S.  HIGHWAY 130.  TO REACH THE STATION
 AI9766'FROM THE CENTER OF THE BRIDGE CARRYING U.S.  HIGHWAY 130 OVER THE
 AI9766'RANCOCAS CREEK, STRUCTURE NUMBER 0316 152, GO NORTHEAST ON U.S.
 AI9766'HIGHWAY 130 FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT, SET
 AI9766'FLUSH WITH THE GROUND.  THE STATION IS 19.1 M (62.7 FT) WEST SOUTHWEST
 AI9766'FROM ALUMINUM LIGHT POLE NUMBER A 1 10, 2.7 M (8.9 FT) SOUTH SOUTHEAST
 AI9766'FROM THE SOUTHEAST CURB OF THE NORTHEAST LANES OF U.S.  HIGHWAY 130,
 AI9766'4.5 M (14.8 FT) EAST FROM THE NORTHEAST LEG OF A TRAFFIC SIGN FOR U.S.
 AI9766'HIGHWAY 130 NORTH AND 43.7 M (143.4 FT) EAST NORTHEAST FROM THE
 AI9766'NORTHEAST END OF THE CONCRETE PARAPET FOR THE U.S.  HIGHWAY 130 BRIDGE
 AI9766'OVER THE RANCOCAS CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6660 ***********************************************************************
 KV6660  TIDAL BM    -  This is a Tidal Bench Mark.
 KV6660  DESIGNATION -  853 9058 A TIDAL
 KV6660  PID         -  KV6660
 KV6660  STATE/COUNTY-  NJ/BURLINGTON
 KV6660  USGS QUAD   -  BRISTOL (1981)
 KV6660
 KV6660                         *CURRENT SURVEY CONTROL
 KV6660  ___________________________________________________________________
 KV6660* NAD 83(1986)-  40 04 27.     (N)    074 50 53.     (W)     SCALED    
 KV6660* NAVD 88     -         3.788  (meters)      12.43   (feet)  ADJUSTED  
 KV6660  ___________________________________________________________________
 KV6660  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV6660  DYNAMIC HT  -           3.786 (meters)      12.42  (feet)  COMP
 KV6660  MODELED GRAV-     980,194.0   (mgal)                       NAVD 88
 KV6660
 KV6660  VERT ORDER  -  FIRST     CLASS II
 KV6660
 KV6660.The horizontal coordinates were scaled from a topographic map and have
 KV6660.an estimated accuracy of +/- 6 seconds.
 KV6660
 KV6660.The orthometric height was determined by differential leveling
 KV6660.and adjusted by the National Geodetic Survey in January 1994..
 KV6660
 KV6660.This Tidal Bench Mark is designated as VM 2880
 KV6660.by the Center for Operational Oceanographic Products and Services.
 KV6660
 KV6660.The geoid height was determined by GEOID03.
 KV6660
 KV6660.The dynamic height is computed by dividing the NAVD 88
 KV6660.geopotential number by the normal gravity value computed on the
 KV6660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6660.degrees latitude (g = 980.6199 gals.).
 KV6660
 KV6660.The modeled gravity was interpolated from observed gravity values.
 KV6660
 KV6660;                    North         East    Units  Estimated Accuracy
 KV6660;SPC NJ       -   137,810.      120,310.      MT  (+/- 180 meters Scaled)
 KV6660
 KV6660                          SUPERSEDED SURVEY CONTROL
 KV6660
 KV6660  NGVD 29 (01/10/92)    4.108  (m)           13.48   (f) ADJUSTED    1 2
 KV6660
 KV6660.Superseded values are not recommended for survey control.
 KV6660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6660.See file dsdata.txt to determine how the superseded data were derived.
 KV6660
 KV6660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK129360(NAD 83)
 KV6660_MARKER: DJ = TIDAL STATION DISK
 KV6660_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6660_SP_SET: CONCRETE BRIDGE ABUTMENT
 KV6660_STAMPING: 9058 A 1977
 KV6660_MARK LOGO: NOS   
 KV6660_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6660+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1991
 KV6660
 KV6660  HISTORY     - Date     Condition        Report By
 KV6660  HISTORY     - 1977     MONUMENTED       LOCENG
 KV6660  HISTORY     - 19910610 GOOD             NJGS
 KV6660
 KV6660                          STATION DESCRIPTION
 KV6660
 KV6660'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6660'THE STATION IS LOCATED AT THE SOUTHEAST END OF THE NORTHEAST ABUTMENT
 KV6660'OF THE U.S. HIGHWAY 130 BRIDGE OVER THE ASSISCUNK CREEK, STRUCTURE
 KV6660'NUMBER 0317150.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 KV6660'HIGHWAY 130 AND COUNTY ROAD 541 IN BURLINGTON, GO NORTH ON U.S.
 KV6660'HIGHWAY 130 FOR 0.64 KM (0.40 MI) TO THE BRIDGE AND THE STATION ON
 KV6660'THE RIGHT.  THE STATION IS 7.3 M (24.0 FT) SOUTHWEST FROM POLE PS2914
 KV6660'BC AND 2.45 M (8.04 FT) SOUTHEAST FROM THE SOUTHEAST CURB LINE OF THE
 KV6660'NORTHBOUND LANES OF U.S. HIGHWAY 130.  THE STATION IS 0.2 M (0.7 FT)
 KV6660'ABOVE THE LEVEL OF THE ROADWAY.  ESTABLISHED BY NORMAN POTER ASSOC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6661 ***********************************************************************
 KV6661  TIDAL BM    -  This is a Tidal Bench Mark.
 KV6661  DESIGNATION -  853 9058 B TIDAL
 KV6661  PID         -  KV6661
 KV6661  STATE/COUNTY-  NJ/BURLINGTON
 KV6661  USGS QUAD   -  BRISTOL (1981)
 KV6661
 KV6661                         *CURRENT SURVEY CONTROL
 KV6661  ___________________________________________________________________
 KV6661* NAD 83(1986)-  40 04 26.     (N)    074 50 55.     (W)     SCALED    
 KV6661* NAVD 88     -         4.456  (meters)      14.62   (feet)  ADJUSTED  
 KV6661  ___________________________________________________________________
 KV6661  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV6661  DYNAMIC HT  -           4.454 (meters)      14.61  (feet)  COMP
 KV6661  MODELED GRAV-     980,194.0   (mgal)                       NAVD 88
 KV6661
 KV6661  VERT ORDER  -  FIRST     CLASS II
 KV6661
 KV6661.The horizontal coordinates were scaled from a topographic map and have
 KV6661.an estimated accuracy of +/- 6 seconds.
 KV6661
 KV6661.The orthometric height was determined by differential leveling
 KV6661.and adjusted by the National Geodetic Survey in January 1994..
 KV6661
 KV6661.This Tidal Bench Mark is designated as VM 2881
 KV6661.by the Center for Operational Oceanographic Products and Services.
 KV6661
 KV6661.The geoid height was determined by GEOID03.
 KV6661
 KV6661.The dynamic height is computed by dividing the NAVD 88
 KV6661.geopotential number by the normal gravity value computed on the
 KV6661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6661.degrees latitude (g = 980.6199 gals.).
 KV6661
 KV6661.The modeled gravity was interpolated from observed gravity values.
 KV6661
 KV6661;                    North         East    Units  Estimated Accuracy
 KV6661;SPC NJ       -   137,780.      120,270.      MT  (+/- 180 meters Scaled)
 KV6661
 KV6661                          SUPERSEDED SURVEY CONTROL
 KV6661
 KV6661  NGVD 29 (01/10/92)    4.777  (m)           15.67   (f) ADJUSTED    1 2
 KV6661
 KV6661.Superseded values are not recommended for survey control.
 KV6661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6661.See file dsdata.txt to determine how the superseded data were derived.
 KV6661
 KV6661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK129359(NAD 83)
 KV6661_MARKER: DJ = TIDAL STATION DISK
 KV6661_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6661_SP_SET: CONCRETE BRIDGE ABUTMENT
 KV6661_STAMPING: 9058 B 1977
 KV6661_MARK LOGO: NOS   
 KV6661_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6661+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1991
 KV6661
 KV6661  HISTORY     - Date     Condition        Report By
 KV6661  HISTORY     - 1977     MONUMENTED       LOCENG
 KV6661  HISTORY     - 19910611 GOOD             NJGS
 KV6661
 KV6661                          STATION DESCRIPTION
 KV6661
 KV6661'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6661'THE STATION IS LOCATED ON THE SOUTHWEST ABUTMENT OF THE U.S.HIGHWAY
 KV6661'130 NORTHBOUND LANES BRIDGE OVER THE ASSISCUNK CREEK IN BURLINGTON.
 KV6661'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 130 AND THE
 KV6661'BURLINGTON MOUNT HOLLY ROAD, COUNTY ROAD 541, IN BURLINGTON, GO 0.64
 KV6661'KM (0.40 MI) NORTH ON U.S. HIGHWAY 130 TO THE BRIDGE AND THE STATION
 KV6661'ON THE RIGHT.  THE STATION IS 2.0 M (6.6 FT) WEST OF THE WEST CURB OF
 KV6661'THE HIGHWAY, 20.2 M (66.3 FT) NORTHWEST OF POLE 2775, 0.45 M (1.48
 KV6661'FT) WEST OF THE SOUTHWEST CORNER OF THE CONCRETE BALUSTRADE AND 0.2 M
 KV6661'(0.7 FT) ABOVE THE ROADWAY.  ESTABLISHED BY NORMAN POTER ASSOC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6662 ***********************************************************************
 KV6662  TIDAL BM    -  This is a Tidal Bench Mark.
 KV6662  DESIGNATION -  853 9058 C TIDAL
 KV6662  PID         -  KV6662
 KV6662  STATE/COUNTY-  NJ/BURLINGTON
 KV6662  USGS QUAD   -  BRISTOL (1981)
 KV6662
 KV6662                         *CURRENT SURVEY CONTROL
 KV6662  ___________________________________________________________________
 KV6662* NAD 83(1996)-  40 04 28.32577(N)    074 50 54.54903(W)     ADJUSTED  
 KV6662* NAVD 88     -         2.891  (meters)       9.48   (feet)  ADJUSTED  
 KV6662  ___________________________________________________________________
 KV6662  X           -   1,277,421.491 (meters)                     COMP
 KV6662  Y           -  -4,717,466.540 (meters)                     COMP
 KV6662  Z           -   4,084,302.642 (meters)                     COMP
 KV6662  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 KV6662  ELLIP HEIGHT-         -29.92  (meters)          (10/23/02) GPS OBS
 KV6662  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV6662  DYNAMIC HT  -           2.890 (meters)       9.48  (feet)  COMP
 KV6662  MODELED GRAV-     980,194.0   (mgal)                       NAVD 88
 KV6662
 KV6662  HORZ ORDER  -  FIRST
 KV6662  VERT ORDER  -  FIRST     CLASS II
 KV6662  ELLP ORDER  -  FOURTH    CLASS I
 KV6662
 KV6662.The horizontal coordinates were established by GPS observations
 KV6662.and adjusted by the National Geodetic Survey in May 1999..
 KV6662
 KV6662.The orthometric height was determined by differential leveling
 KV6662.and adjusted by the National Geodetic Survey in January 1994..
 KV6662
 KV6662.This Tidal Bench Mark is designated as VM 2882
 KV6662.by the Center for Operational Oceanographic Products and Services.
 KV6662
 KV6662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6662
 KV6662.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6662
 KV6662.The ellipsoidal height was determined by GPS observations
 KV6662.and is referenced to NAD 83.
 KV6662
 KV6662.The geoid height was determined by GEOID03.
 KV6662
 KV6662.The dynamic height is computed by dividing the NAVD 88
 KV6662.geopotential number by the normal gravity value computed on the
 KV6662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6662.degrees latitude (g = 980.6199 gals.).
 KV6662
 KV6662.The modeled gravity was interpolated from observed gravity values.
 KV6662
 KV6662;                    North         East     Units Scale Factor Converg.
 KV6662;SPC NJ       -   137,847.786   120,276.772   MT  0.99991087   -0 13 27.7
 KV6662;SPC NJ       -   452,255.61    394,608.04   sFT  0.99991087   -0 13 27.7
 KV6662;UTM  18      - 4,436,040.918   512,919.133   MT  0.99960205   +0 05 51.2
 KV6662
 KV6662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6662!SPC NJ       -   1.00000469  x   0.99991087  =   0.99991556
 KV6662!UTM  18      -   1.00000469  x   0.99960205  =   0.99960674
 KV6662
 KV6662                          SUPERSEDED SURVEY CONTROL
 KV6662
 KV6662  NAD 83(1992)-  40 04 28.32503(N)    074 50 54.54915(W) AD(       ) 1
 KV6662  ELLIP H (12/16/96)  -29.95   (m)                       GP(       ) 2 1
 KV6662  NAVD 88 (12/16/96)    2.89   (m)            9.5    (f) LEVELING    3  
 KV6662  NGVD 29 (01/10/92)    3.211  (m)           10.53   (f) ADJUSTED    1 2
 KV6662
 KV6662.Superseded values are not recommended for survey control.
 KV6662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6662.See file dsdata.txt to determine how the superseded data were derived.
 KV6662
 KV6662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1291936041(NAD 83)
 KV6662_MARKER: DJ = TIDAL STATION DISK
 KV6662_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6662_SP_SET: BRIDGE ABUTMENT
 KV6662_STAMPING: 9058 C 1977
 KV6662_MARK LOGO: NOS   
 KV6662_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6662+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1998
 KV6662
 KV6662  HISTORY     - Date     Condition        Report By
 KV6662  HISTORY     - 1977     MONUMENTED       NOS
 KV6662  HISTORY     - 19910611 GOOD             NJGS
 KV6662  HISTORY     - 19951205 GOOD             TWT
 KV6662  HISTORY     - 19980528 GOOD             NJGS
 KV6662
 KV6662                          STATION DESCRIPTION
 KV6662
 KV6662'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6662'THE STATION IS LOCATED IN BURLINGTON AT THE SOUTHEAST END OF THE
 KV6662'NORTHEAST ABUTMENT OF THE ABANDONED BRIDGE OF THE U.S.HIGHWAY 130
 KV6662'NORTHBOUND LANES BRIDGE OVER ASSISCUNK CREEK.  TO REACH THE STATION
 KV6662'FROM THE JUNCTION OF HIGHWAY 130 AND BURLINGTON MOUNT HOLLY ROAD,
 KV6662'COUNTY ROAD 541, IN BURLINGTON, GO 0.64 KM (0.40 MI) NORTH ON HIGHWAY
 KV6662'130 TO ASSISCUNK CREEK AND THE STATION ON THE OLD BRIDGE AT THE
 KV6662'SOUTHBOUND LANES ON THE LEFT.  THE STATION IS 7.7 M (25.3 FT)
 KV6662'SOUTHEAST FROM THE OLD BRIDGE LANES CENTERLINE, 13.6 M (44.6 FT) WEST
 KV6662'OF POLE 1246 BL, 2.3 M (7.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 KV6662'THE CONCRETE BALUSTRADE, 0.5 M (1.6 FT) SOUTHEAST OF THE SOUTHEAST
 KV6662'EDGE OF THE WALKWAY AND 0.3 M (1.0 FT) LOWER THAN THE WALKWAY.
 KV6662'ESTABLISHED BY NORMAN PORTER ASSOC.
 KV6662
 KV6662                          STATION RECOVERY (1995)
 KV6662
 KV6662'RECOVERY NOTE BY TWT CONS ENG 1995 (WPD)
 KV6662'RECOVERED AS DESCRIBED.
 KV6662
 KV6662                          STATION RECOVERY (1998)
 KV6662
 KV6662'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV6662'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6663 ***********************************************************************
 KV6663  TIDAL BM    -  This is a Tidal Bench Mark.
 KV6663  DESIGNATION -  853 9058 D TIDAL
 KV6663  PID         -  KV6663
 KV6663  STATE/COUNTY-  NJ/BURLINGTON
 KV6663  USGS QUAD   -  BRISTOL (1981)
 KV6663
 KV6663                         *CURRENT SURVEY CONTROL
 KV6663  ___________________________________________________________________
 KV6663* NAD 83(1986)-  40 04 28.     (N)    074 50 57.     (W)     SCALED    
 KV6663* NAVD 88     -         2.085  (meters)       6.84   (feet)  ADJUSTED  
 KV6663  ___________________________________________________________________
 KV6663  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV6663  DYNAMIC HT  -           2.084 (meters)       6.84  (feet)  COMP
 KV6663  MODELED GRAV-     980,193.9   (mgal)                       NAVD 88
 KV6663
 KV6663  VERT ORDER  -  FIRST     CLASS II
 KV6663
 KV6663.The horizontal coordinates were scaled from a topographic map and have
 KV6663.an estimated accuracy of +/- 6 seconds.
 KV6663
 KV6663.The orthometric height was determined by differential leveling
 KV6663.and adjusted by the National Geodetic Survey in January 1994..
 KV6663
 KV6663.This Tidal Bench Mark is designated as VM 2883
 KV6663.by the Center for Operational Oceanographic Products and Services.
 KV6663
 KV6663.The geoid height was determined by GEOID03.
 KV6663
 KV6663.The dynamic height is computed by dividing the NAVD 88
 KV6663.geopotential number by the normal gravity value computed on the
 KV6663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6663.degrees latitude (g = 980.6199 gals.).
 KV6663
 KV6663.The modeled gravity was interpolated from observed gravity values.
 KV6663
 KV6663;                    North         East    Units  Estimated Accuracy
 KV6663;SPC NJ       -   137,840.      120,220.      MT  (+/- 180 meters Scaled)
 KV6663
 KV6663                          SUPERSEDED SURVEY CONTROL
 KV6663
 KV6663  NGVD 29 (01/10/92)    2.405  (m)            7.89   (f) ADJUSTED    1 2
 KV6663
 KV6663.Superseded values are not recommended for survey control.
 KV6663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6663.See file dsdata.txt to determine how the superseded data were derived.
 KV6663
 KV6663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK128360(NAD 83)
 KV6663_MARKER: DJ = TIDAL STATION DISK
 KV6663_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6663_SP_SET: CONCRETE BRIDGE ABUTMENT
 KV6663_STAMPING: 9058 D 1977
 KV6663_MARK LOGO: NOS   
 KV6663_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6663+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1991
 KV6663
 KV6663  HISTORY     - Date     Condition        Report By
 KV6663  HISTORY     - 1977     MONUMENTED       LOCENG
 KV6663  HISTORY     - 19910611 GOOD             NJGS
 KV6663
 KV6663                          STATION DESCRIPTION
 KV6663
 KV6663'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6663'THE STATION IS LOCATED IN BURLINGTON AT THE NORTHWEST END OF THE
 KV6663'SOUTHWEST BRIDGE LOWER ABUTMENT OF THE U.S.HIGHWAY 130 SOUTHBOUND
 KV6663'LANES BRIDGE OVER ASSISCUNK CREEK.  TO REACH THE STATION FROM THE
 KV6663'JUNCTION OF U.S. HIGHWAY 130 AND BURLINGTON MOUNT HOLLY ROAD, COUNTY
 KV6663'ROAD 541, IN BURLINGTON, GO 0.64 KM (0.40 MI) NORTH ON U.S. HIGHWAY
 KV6663'130 TO ASSISCUNK CREEK AND THE STATION AT THE SOUTHBOUND LANES ON THE
 KV6663'LEFT.  THE STATION IS 8.7 M (28.5 FT) NORTHWEST FROM THE SOUTHBOUND
 KV6663'LANES CENTERLINE, 1.9 M (6.2 FT) NORTHEAST FROM A STANDPIPE, 4.0 M
 KV6663'(13.1 FT) FROM POLE 2660 AND 1.2 M (3.9 FT) LOWER THAN THE ROADWAY.
 KV6663'ESTABLISHED BY NORMAN PORTER ASSOC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9759 ***********************************************************************
 AI9759  TIDAL BM    -  This is a Tidal Bench Mark.
 AI9759  DESIGNATION -  853 9094 A TIDAL
 AI9759  PID         -  AI9759
 AI9759  STATE/COUNTY-  NJ/BURLINGTON
 AI9759  USGS QUAD   -  BEVERLY (1973)
 AI9759
 AI9759                         *CURRENT SURVEY CONTROL
 AI9759  ___________________________________________________________________
 AI9759* NAD 83(1986)-  40 04 43.     (N)    074 52 32.     (W)     SCALED    
 AI9759* NAVD 88     -         3.531  (meters)      11.58   (feet)  ADJUSTED  
 AI9759  ___________________________________________________________________
 AI9759  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 AI9759  DYNAMIC HT  -           3.530 (meters)      11.58  (feet)  COMP
 AI9759  MODELED GRAV-     980,191.6   (mgal)                       NAVD 88
 AI9759
 AI9759  VERT ORDER  -  FIRST     CLASS II
 AI9759
 AI9759.The horizontal coordinates were scaled from a topographic map and have
 AI9759.an estimated accuracy of +/- 6 seconds.
 AI9759
 AI9759.The orthometric height was determined by differential leveling
 AI9759.and adjusted by the National Geodetic Survey in March 2001..
 AI9759.No vertical observational check was made to the station.
 AI9759
 AI9759.This Tidal Bench Mark is designated as VM 2884
 AI9759.by the Center for Operational Oceanographic Products and Services.
 AI9759
 AI9759.The geoid height was determined by GEOID03.
 AI9759
 AI9759.The dynamic height is computed by dividing the NAVD 88
 AI9759.geopotential number by the normal gravity value computed on the
 AI9759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9759.degrees latitude (g = 980.6199 gals.).
 AI9759
 AI9759.The modeled gravity was interpolated from observed gravity values.
 AI9759
 AI9759;                    North         East    Units  Estimated Accuracy
 AI9759;SPC NJ       -   138,310.      117,970.      MT  (+/- 180 meters Scaled)
 AI9759
 AI9759                          SUPERSEDED SURVEY CONTROL
 AI9759
 AI9759.No superseded survey control is available for this station.
 AI9759
 AI9759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK106364(NAD 83)
 AI9759_MARKER: DJ = TIDAL STATION DISK
 AI9759_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI9759_SP_SET: PIPE JUNCTION FOOTING
 AI9759_STAMPING: 9094 A 1977
 AI9759_MARK LOGO: NOS   
 AI9759_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9759+STABILITY: SURFACE MOTION
 AI9759_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9759+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1998
 AI9759
 AI9759  HISTORY     - Date     Condition        Report By
 AI9759  HISTORY     - 1977     MONUMENTED       PORTER
 AI9759  HISTORY     - 19980526 GOOD             NJGS
 AI9759
 AI9759                          STATION DESCRIPTION
 AI9759
 AI9759'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9759'THE STATION IS LOCATED IN THE CITY OF BURLINGTON ON THE GROUNDS OF THE
 AI9759'PUBLIC SERVICE ELECTRIC AND GAS COMPANY BURLINGTON GENERATING STATION.
 AI9759'TO REACH THE STATION FROM THE TOLL BOOTHS ON THE NEW JERSEY SIDE OF
 AI9759'THE BURLINGTON BRISTOL BRIDGE, CARRYING STATE ROUTE 413, ALSO KNOWN AS
 AI9759'KEIM BOULEVARD, OVER THE DELAWARE RIVER, GO SOUTH ON KEIM BOULEVARD
 AI9759'FOR 0.1 MI (0.2 KM) TO THE JUNCTION WITH WEST BROAD STREET ON THE
 AI9759'RIGHT.  TURN RIGHT AND GO WEST ON WEST BROAD STREET FOR 0.5 MI (0.8
 AI9759'KM) TO THE PAVED ENTRANCE ROAD LEADING TO THE BURLINGTON GENERATING
 AI9759'STATION ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE PAVED ENTRANCE
 AI9759'ROAD, PASSING THROUGH AN AUTOMATED SECURITY GATE, FOR 0.2 MI (0.3 KM)
 AI9759'TO A PAVED CROSSROADS INTERSECTION.  CONTINUE AHEAD ON THE PAVED ROAD
 AI9759'FOR 0.15 MI (0.24 KM) TO A PARKING LOT ON THE WEST SIDE OF THE MAIN
 AI9759'BUILDING OF THE GENERATION STATION.  PARK TRUCK AND PACK NORTH FOR
 AI9759'ABOUT 0.08 MI (0.13 KM) TO THE REAR OF THE MAIN BUILDING AND THE
 AI9759'STATION ON THE RIGHT, SET FLUSH IN THE SOUTHEAST CORNER OF A 6 FT (1.8
 AI9759'M) BY 9 FT (2.7 M) CONCRETE PIPE JUNCTION FOOTING ALONG THE BULKHEAD
 AI9759'OF THE DELAWARE RIVER.  THE STATION IS 1.85 M (6.07 FT) SOUTH FROM THE
 AI9759'EDGE OF THE BULKHEAD, 17.55 M (57.58 FT) NORTH FROM THE NORTHWEST
 AI9759'STEEL BEAM SUPPORTING LARGE OUTSIDE FANS AND 24.4 M (80.1 FT)
 AI9759'NORTHEAST FROM A FIRE HYDRANT.  THE STATION IS ABOUT 0.6 M (2.0 FT)
 AI9759'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9758 ***********************************************************************
 AI9758  TIDAL BM    -  This is a Tidal Bench Mark.
 AI9758  DESIGNATION -  853 9094 B TIDAL
 AI9758  PID         -  AI9758
 AI9758  STATE/COUNTY-  NJ/BURLINGTON
 AI9758  USGS QUAD   -  BRISTOL (1981)
 AI9758
 AI9758                         *CURRENT SURVEY CONTROL
 AI9758  ___________________________________________________________________
 AI9758* NAD 83(1986)-  40 04 41.     (N)    074 52 26.     (W)     SCALED    
 AI9758* NAVD 88     -         3.513  (meters)      11.53   (feet)  ADJUSTED  
 AI9758  ___________________________________________________________________
 AI9758  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 AI9758  DYNAMIC HT  -           3.512 (meters)      11.52  (feet)  COMP
 AI9758  MODELED GRAV-     980,191.8   (mgal)                       NAVD 88
 AI9758
 AI9758  VERT ORDER  -  FIRST     CLASS II
 AI9758
 AI9758.The horizontal coordinates were scaled from a topographic map and have
 AI9758.an estimated accuracy of +/- 6 seconds.
 AI9758
 AI9758.The orthometric height was determined by differential leveling
 AI9758.and adjusted by the National Geodetic Survey in March 2001..
 AI9758.No vertical observational check was made to the station.
 AI9758
 AI9758.This Tidal Bench Mark is designated as VM 2885
 AI9758.by the Center for Operational Oceanographic Products and Services.
 AI9758
 AI9758.The geoid height was determined by GEOID03.
 AI9758
 AI9758.The dynamic height is computed by dividing the NAVD 88
 AI9758.geopotential number by the normal gravity value computed on the
 AI9758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9758.degrees latitude (g = 980.6199 gals.).
 AI9758
 AI9758.The modeled gravity was interpolated from observed gravity values.
 AI9758
 AI9758;                    North         East    Units  Estimated Accuracy
 AI9758;SPC NJ       -   138,250.      118,110.      MT  (+/- 180 meters Scaled)
 AI9758
 AI9758                          SUPERSEDED SURVEY CONTROL
 AI9758
 AI9758.No superseded survey control is available for this station.
 AI9758
 AI9758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK107364(NAD 83)
 AI9758_MARKER: DJ = TIDAL STATION DISK
 AI9758_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI9758+WITH SETTING: PAVEMENT
 AI9758_SP_SET: OIL TANK BASE
 AI9758_STAMPING: 9094 B 1977
 AI9758_MARK LOGO: NOS   
 AI9758_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9758+STABILITY: SURFACE MOTION
 AI9758_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9758+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1998
 AI9758
 AI9758  HISTORY     - Date     Condition        Report By
 AI9758  HISTORY     - 1977     MONUMENTED       PORTER
 AI9758  HISTORY     - 19980526 GOOD             NJGS
 AI9758  HISTORY     - 20031001 GOOD             USGS
 AI9758  HISTORY     - 20050629 GOOD             USGS
 AI9758
 AI9758                          STATION DESCRIPTION
 AI9758
 AI9758'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9758'THE STATION IS LOCATED IN THE CITY OF BURLINGTON ON THE GROUNDS OF THE
 AI9758'PUBLIC SERVICE ELECTRIC AND GAS COMPANY BURLINGTON GENERATING STATION.
 AI9758'TO REACH THE STATION FROM THE TOLL BOOTHS ON THE NEW JERSEY SIDE OF
 AI9758'THE BURLINGTON BRISTOL BRIDGE, CARRYING STATE ROUTE 413, ALSO KNOWN AS
 AI9758'KEIM BOULEVARD, OVER THE DELAWARE RIVER, GO SOUTH ON KEIM BOULEVARD
 AI9758'FOR 0.1 MI (0.2 KM) TO THE JUNCTION WITH WEST BROAD STREET ON THE
 AI9758'RIGHT.  TURN RIGHT AND GO WEST ON WEST BROAD STREET FOR 0.5 MI (0.8
 AI9758'KM) TO THE PAVED ENTRANCE ROAD LEADING TO THE BURLINGTON GENERATING
 AI9758'STATION ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE PAVED ENTRANCE
 AI9758'ROAD, PASSING THROUGH AN AUTOMATED SECURITY GATE, FOR 0.2 MI (0.3 KM)
 AI9758'TO A PAVED CROSSROADS INTERSECTION.  TURN RIGHT AND FOLLOW THE PAVED
 AI9758'ROAD FOR 0.15 MI (0.24 KM) TO SOUTHEAST SIDE OF THE MAIN BUILDING OF
 AI9758'THE GENERATION STATION AND THE STATION AHEAD, SET FLUSH IN THE TOP OF
 AI9758'A CONCRETE BASE OF A FORMER OIL TANK.  THE STATION IS 12.8 M (42.0 FT)
 AI9758'EAST SOUTHEAST FROM THE SOUTHWEST CORNER OF A ONE STORY BRICK AND
 AI9758'CONCRETE BUILDING, 4.3 M (14.1 FT) SOUTHWEST FROM THE SOUTHEAST CORNER
 AI9758'OF THE SAME BUILDING, 12.85 M (42.16 FT) SOUTHWEST FROM THE SOUTHWEST
 AI9758'CORNER OF THE INTAKE CANAL, 9.5 M (31.2 FT) NORTHEAST FROM POLE NUMBER
 AI9758'3337 AND 17.6 M (57.7 FT) WEST NORTHWEST FROM POLE NUMBER 3338.  THE
 AI9758'STATION IS ABOUT 0.2 M (0.7 FT) ABOVE THE GROUND.
 AI9758
 AI9758                          STATION RECOVERY (2003)
 AI9758
 AI9758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (DSK)
 AI9758'RECOVERED IN GOOD CONDITION.
 AI9758
 AI9758                          STATION RECOVERY (2005)
 AI9758
 AI9758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (KMH)
 AI9758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9760 ***********************************************************************
 AI9760  TIDAL BM    -  This is a Tidal Bench Mark.
 AI9760  DESIGNATION -  853 9094 C TIDAL
 AI9760  PID         -  AI9760
 AI9760  STATE/COUNTY-  NJ/BURLINGTON
 AI9760  USGS QUAD   -  BRISTOL (1981)
 AI9760
 AI9760                         *CURRENT SURVEY CONTROL
 AI9760  ___________________________________________________________________
 AI9760* NAD 83(1986)-  40 04 37.     (N)    074 52 25.     (W)     SCALED    
 AI9760* NAVD 88     -         2.715  (meters)       8.91   (feet)  ADJUSTED  
 AI9760  ___________________________________________________________________
 AI9760  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 AI9760  DYNAMIC HT  -           2.714 (meters)       8.90  (feet)  COMP
 AI9760  MODELED GRAV-     980,192.0   (mgal)                       NAVD 88
 AI9760
 AI9760  VERT ORDER  -  FIRST     CLASS II
 AI9760
 AI9760.The horizontal coordinates were scaled from a topographic map and have
 AI9760.an estimated accuracy of +/- 6 seconds.
 AI9760
 AI9760.The orthometric height was determined by differential leveling
 AI9760.and adjusted by the National Geodetic Survey in March 2001..
 AI9760.No vertical observational check was made to the station.
 AI9760
 AI9760.This Tidal Bench Mark is designated as VM 2886
 AI9760.by the Center for Operational Oceanographic Products and Services.
 AI9760
 AI9760.The geoid height was determined by GEOID03.
 AI9760
 AI9760.The dynamic height is computed by dividing the NAVD 88
 AI9760.geopotential number by the normal gravity value computed on the
 AI9760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9760.degrees latitude (g = 980.6199 gals.).
 AI9760
 AI9760.The modeled gravity was interpolated from observed gravity values.
 AI9760
 AI9760;                    North         East    Units  Estimated Accuracy
 AI9760;SPC NJ       -   138,120.      118,140.      MT  (+/- 180 meters Scaled)
 AI9760
 AI9760                          SUPERSEDED SURVEY CONTROL
 AI9760
 AI9760.No superseded survey control is available for this station.
 AI9760
 AI9760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK107363(NAD 83)
 AI9760_MARKER: DJ = TIDAL STATION DISK
 AI9760_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI9760_STAMPING: 9094 C 1977
 AI9760_MARK LOGO: NOS   
 AI9760_PROJECTION: RECESSED 6 CENTIMETERS
 AI9760_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9760_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9760+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1998
 AI9760_ROD/PIPE-DEPTH: 10.4 meters
 AI9760
 AI9760  HISTORY     - Date     Condition        Report By
 AI9760  HISTORY     - 1977     MONUMENTED       PORTER
 AI9760  HISTORY     - 19980526 GOOD             NJGS
 AI9760  HISTORY     - 20031001 GOOD             USGS
 AI9760  HISTORY     - 20050629 GOOD             USGS
 AI9760
 AI9760                          STATION DESCRIPTION
 AI9760
 AI9760'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9760'THE STATION IS LOCATED IN THE CITY OF BURLINGTON ON THE GROUNDS OF THE
 AI9760'PUBLIC SERVICE ELECTRIC AND GAS COMPANY BURLINGTON GENERATING STATION.
 AI9760'TO REACH THE STATION FROM THE TOLL BOOTHS ON THE NEW JERSEY SIDE OF
 AI9760'THE BURLINGTON BRISTOL BRIDGE, CARRYING STATE ROUTE 413, ALSO KNOWN AS
 AI9760'KEIM BOULEVARD, OVER THE DELAWARE RIVER, GO SOUTH ON KEIM BOULEVARD
 AI9760'FOR 0.1 MI (0.2 KM) TO THE JUNCTION WITH WEST BROAD STREET ON THE
 AI9760'RIGHT.  TURN RIGHT AND GO WEST ON WEST BROAD STREET FOR 0.5 MI (0.8
 AI9760'KM) TO THE PAVED ENTRANCE ROAD LEADING TO THE BURLINGTON GENERATING
 AI9760'STATION ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE PAVED ENTRANCE
 AI9760'ROAD, PASSING THROUGH AN AUTOMATED SECURITY GATE, FOR 0.2 MI (0.3 KM)
 AI9760'TO A PAVED CROSSROADS INTERSECTION.  TURN RIGHT AND FOLLOW THE PAVED
 AI9760'ROAD FOR 0.10 MI (0.16 KM) TO A LANDSCAPED CIRCULAR GRASS ISLAND IN
 AI9760'FRONT OF A TWO STORY BRICK BUILDING FOR THE FORMER ADMINISTRATION
 AI9760'BUILDING AND THE STATION SET ON THE WEST SIDE OF THE ISLAND.  THE
 AI9760'STATION IS 11.8 M (38.7 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF THE
 AI9760'BRICK BUILDING, 19.0 M (62.3 FT) SOUTHWEST FROM THE SOUTHEAST CORNER
 AI9760'OF THE BUILDING AND 6.0 M (19.7 FT) WEST OF THE FLAG POLE IN THE
 AI9760'CENTER OF THE CIRCULAR GRASS ISLAND.
 AI9760
 AI9760                          STATION RECOVERY (2003)
 AI9760
 AI9760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (DSK)
 AI9760'RECOVERED IN GOOD CONDITION.
 AI9760
 AI9760                          STATION RECOVERY (2005)
 AI9760
 AI9760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (KMH)
 AI9760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9761 ***********************************************************************
 AI9761  TIDAL BM    -  This is a Tidal Bench Mark.
 AI9761  DESIGNATION -  853 9094 E TIDAL
 AI9761  PID         -  AI9761
 AI9761  STATE/COUNTY-  NJ/BURLINGTON
 AI9761  USGS QUAD   -  BEVERLY (1973)
 AI9761
 AI9761                         *CURRENT SURVEY CONTROL
 AI9761  ___________________________________________________________________
 AI9761* NAD 83(1986)-  40 04 29.     (N)    074 52 31.     (W)     SCALED    
 AI9761* NAVD 88     -         2.656  (meters)       8.71   (feet)  ADJUSTED  
 AI9761  ___________________________________________________________________
 AI9761  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 AI9761  DYNAMIC HT  -           2.655 (meters)       8.71  (feet)  COMP
 AI9761  MODELED GRAV-     980,192.2   (mgal)                       NAVD 88
 AI9761
 AI9761  VERT ORDER  -  FIRST     CLASS II
 AI9761
 AI9761.The horizontal coordinates were scaled from a topographic map and have
 AI9761.an estimated accuracy of +/- 6 seconds.
 AI9761
 AI9761.The orthometric height was determined by differential leveling
 AI9761.and adjusted by the National Geodetic Survey in March 2001..
 AI9761.No vertical observational check was made to the station.
 AI9761
 AI9761.This Tidal Bench Mark is designated as VM 2888
 AI9761.by the Center for Operational Oceanographic Products and Services.
 AI9761
 AI9761.The geoid height was determined by GEOID03.
 AI9761
 AI9761.The dynamic height is computed by dividing the NAVD 88
 AI9761.geopotential number by the normal gravity value computed on the
 AI9761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9761.degrees latitude (g = 980.6199 gals.).
 AI9761
 AI9761.The modeled gravity was interpolated from observed gravity values.
 AI9761
 AI9761;                    North         East    Units  Estimated Accuracy
 AI9761;SPC NJ       -   137,880.      117,990.      MT  (+/- 180 meters Scaled)
 AI9761
 AI9761                          SUPERSEDED SURVEY CONTROL
 AI9761
 AI9761.No superseded survey control is available for this station.
 AI9761
 AI9761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK106360(NAD 83)
 AI9761_MARKER: DJ = TIDAL STATION DISK
 AI9761_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI9761_STAMPING: 9094 E 1977
 AI9761_MARK LOGO: NOS   
 AI9761_PROJECTION: RECESSED 4 CENTIMETERS
 AI9761_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9761_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9761+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1998
 AI9761_ROD/PIPE-DEPTH: 8.83 meters
 AI9761
 AI9761  HISTORY     - Date     Condition        Report By
 AI9761  HISTORY     - 1977     MONUMENTED       PORTER
 AI9761  HISTORY     - 19980526 GOOD             NJGS
 AI9761
 AI9761                          STATION DESCRIPTION
 AI9761
 AI9761'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9761'THE STATION IS LOCATED IN THE CITY OF BURLINGTON ON THE GROUNDS OF THE
 AI9761'PUBLIC SERVICE ELECTRIC AND GAS COMPANY BURLINGTON GENERATING STATION.
 AI9761'TO REACH THE STATION FROM THE TOLL BOOTHS ON THE NEW JERSEY SIDE OF
 AI9761'THE BURLINGTON BRISTOL BRIDGE, CARRYING STATE ROUTE 413 OVER THE
 AI9761'DELAWARE RIVER, GO SOUTH ON KEIM BOULEVARD FOR 0.1 MI (0.2 KM) TO THE
 AI9761'JUNCTION WITH WEST BROAD STREET ON THE RIGHT.  TURN RIGHT AND GO WEST
 AI9761'ON WEST BROAD STREET FOR 0.5 MI (0.8 KM) TO THE PAVED ENTRANCE ROAD
 AI9761'LEADING TO THE BURLINGTON GENERATING STATION ON THE RIGHT.  TURN RIGHT
 AI9761'AND GO NORTH ON THE PAVED ENTRANCE ROAD, PASSING THROUGH AN AUTOMATED
 AI9761'SECURITY GATE, FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT, SET
 AI9761'FLUSH WITH THE GROUND UNDER THE SMALLER OF TWO ELECTRIC TRANSMISSION
 AI9761'LINE TOWERS, NUMBER 23236 Z1326 SECTION 1.  THE STATION IS 3.8 M (12.5
 AI9761'FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE NORTHWEST LEG, 3.4 M
 AI9761'(11.2 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE NORTHEAST LEG,
 AI9761'5.9 M (19.4 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE SOUTHEAST
 AI9761'LEG AND 6.15 M (20.18 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE
 AI9761'SOUTHWEST LEG.  THE STATION IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5987 ***********************************************************************
 KV5987  TIDAL BM    -  This is a Tidal Bench Mark.
 KV5987  DESIGNATION -  853 9487 A TIDAL
 KV5987  PID         -  KV5987
 KV5987  STATE/COUNTY-  NJ/BURLINGTON
 KV5987  USGS QUAD   -  TRENTON EAST (1981)
 KV5987
 KV5987                         *CURRENT SURVEY CONTROL
 KV5987  ___________________________________________________________________
 KV5987* NAD 83(1996)-  40 08 06.94498(N)    074 44 12.31275(W)     ADJUSTED  
 KV5987* NAVD 88     -         3.089  (meters)      10.13   (feet)  ADJUSTED  
 KV5987  ___________________________________________________________________
 KV5987  X           -   1,285,475.113 (meters)                     COMP
 KV5987  Y           -  -4,710,776.136 (meters)                     COMP
 KV5987  Z           -   4,089,460.254 (meters)                     COMP
 KV5987  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 KV5987  ELLIP HEIGHT-         -29.68  (meters)          (10/23/02) GPS OBS
 KV5987  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV5987  DYNAMIC HT  -           3.088 (meters)      10.13  (feet)  COMP
 KV5987  MODELED GRAV-     980,197.0   (mgal)                       NAVD 88
 KV5987
 KV5987  HORZ ORDER  -  FIRST
 KV5987  VERT ORDER  -  FIRST     CLASS I
 KV5987  ELLP ORDER  -  FOURTH    CLASS I
 KV5987
 KV5987.The horizontal coordinates were established by GPS observations
 KV5987.and adjusted by the National Geodetic Survey in May 1999..
 KV5987
 KV5987.The orthometric height was determined by differential leveling
 KV5987.and adjusted by the National Geodetic Survey in June 1991..
 KV5987
 KV5987.This Tidal Bench Mark is designated as VM 2890
 KV5987.by the Center for Operational Oceanographic Products and Services.
 KV5987
 KV5987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5987
 KV5987.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5987
 KV5987.The ellipsoidal height was determined by GPS observations
 KV5987.and is referenced to NAD 83.
 KV5987
 KV5987.The geoid height was determined by GEOID03.
 KV5987
 KV5987.The dynamic height is computed by dividing the NAVD 88
 KV5987.geopotential number by the normal gravity value computed on the
 KV5987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV5987.degrees latitude (g = 980.6199 gals.).
 KV5987
 KV5987.The modeled gravity was interpolated from observed gravity values.
 KV5987
 KV5987;                    North         East     Units Scale Factor Converg.
 KV5987;SPC NJ       -   144,558.772   129,824.658   MT  0.99990501   -0 09 09.4
 KV5987;SPC NJ       -   474,273.24    425,933.07   sFT  0.99990501   -0 09 09.4
 KV5987;SPC PA S     -    93,422.478   856,747.952   MT  0.99997457   +1 57 17.9
 KV5987;SPC PA S     -   306,503.58  2,810,847.24   sFT  0.99997457   +1 57 17.9
 KV5987;UTM  18      - 4,442,803.417   522,426.252   MT  0.99960619   +0 10 10.9
 KV5987
 KV5987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5987!SPC NJ       -   1.00000466  x   0.99990501  =   0.99990967
 KV5987!SPC PA S     -   1.00000466  x   0.99997457  =   0.99997923
 KV5987!UTM  18      -   1.00000466  x   0.99960619  =   0.99961084
 KV5987
 KV5987                          SUPERSEDED SURVEY CONTROL
 KV5987
 KV5987  ELLIP H (05/14/99)  -29.69   (m)                       GP(       ) 4 1
 KV5987  NAD 83(1992)-  40 08 06.94418(N)    074 44 12.31280(W) AD(       ) 1
 KV5987  ELLIP H (12/16/96)  -29.72   (m)                       GP(       ) 2 1
 KV5987  NAD 83(1986)-  40 08 06.94565(N)    074 44 12.31512(W) AD(       ) 1
 KV5987  NAVD 88 (12/16/96)    3.09   (m)           10.1    (f) LEVELING    3  
 KV5987  NGVD 29 (01/10/92)    3.415  (m)           11.20   (f) ADJUSTED    1 1
 KV5987
 KV5987.Superseded values are not recommended for survey control.
 KV5987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5987.See file dsdata.txt to determine how the superseded data were derived.
 KV5987
 KV5987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2242642803(NAD 83)
 KV5987_MARKER: DJ = TIDAL STATION DISK
 KV5987_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV5987_SP_SET: COLUMN FOOTING
 KV5987_STAMPING: 9487 A 1976
 KV5987_MARK LOGO: NOS   
 KV5987_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5987+STABILITY: SURFACE MOTION
 KV5987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5987+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1995
 KV5987
 KV5987  HISTORY     - Date     Condition        Report By
 KV5987  HISTORY     - 1976     MONUMENTED       NOS
 KV5987  HISTORY     - 19880713 GOOD             NJGS
 KV5987  HISTORY     - 19900228 GOOD             NJGS
 KV5987  HISTORY     - 19951129 GOOD             TWT
 KV5987
 KV5987                          STATION DESCRIPTION
 KV5987
 KV5987'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV5987'0.88 KM (0.55 MI) ALONG 4TH STREET FROM ITS JUNCTION WITH STATE ROUTE
 KV5987'130 IN FIELDSBORO TO THE ENTRANCE TO THE STEPPAN CHEMICAL COMPANY ON
 KV5987'THE LEFT.  THEN 0.5 KM (0.30 MI) NORTHWEST THROUGH THE ENTRANCE GATE
 KV5987'AND DOWN HILL TO A RAILWAY CROSSING. THEN 0.15 KM (0.10 MI) NORTHEAST
 KV5987'ALONG THE PAVED ROAD TO AN OLD 4X4 FOOTING ON THE LEFT.  14.3 M
 KV5987'(46.9 FT) NORTHWEST OF THE WEST CORNER OF A CINDERBLOCK BUILDING, 15.8
 KV5987'M (51.8 FT) NORTHEAST OF A 10 FOOT CHAINLINK FENCE, 7.8 M (25.6 FT)
 KV5987'WEST OF THE EDGE OF THE ASPHALT PAVING AND SET IN THE NORTHEAST CORNER
 KV5987'OF THE FOOTING 0.4 M (1.3 FT) ABOVE THE GROUND.
 KV5987
 KV5987                          STATION RECOVERY (1990)
 KV5987
 KV5987'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5987'THE STATION IS LOCATED ON THE SOUTHEAST BANK OF THE DELAWARE RIVER, IN
 KV5987'THE BOROUGH OF FIELDSBORO, ABOUT 2 KM (1.25 MI) SOUTHWEST OF
 KV5987'BORDENTOWN CITY, ON THE GROUNDS OF THE STEPAN CHEMICAL COMPANY.  TO
 KV5987'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 130 AND
 KV5987'BURLINGTON STREET AT CRYSTAL LAKE ON THE WESTERN BOUNDARY OF
 KV5987'BORDENTOWN TOWNSHIP, GO 0.8 KM (0.50 MI) NORTHEAST ON BURLINGTON
 KV5987'STREET, CALLED FOURTH STREET IN FIELDSBORO, TO THE ENTRANCE ROAD OF
 KV5987'STEPAN CHEMICAL COMPANY, TURN LEFT AND GO 0.5 KM (0.30 MI) NORTHWEST
 KV5987'ON THE ENTRANCE ROAD, WHICH BEARS TO THE LEFT AT THE TOP OF THE HILL,
 KV5987'STOP AT THE COMPANY OFFICE AND SECURITY DESK TO THE RIGHT OF THE ROAD
 KV5987'FOR A SECURITY PASS AND ACCESS TO THE STATION, CONTINUE BEARING LEFT
 KV5987'AND DOWNHILL TO THE ACTIVE CONRAIL GRADE CROSSING, GO 0.2 KM
 KV5987'(0.10 MI) THROUGH AN ELECTRICALLY OPERATED SECURITY GATE INTO THE
 KV5987'WEST CORNER OF THE FENCED YARD AND THE STATION ON THE 1.23 M
 KV5987'(4.04 FT) SQUARE, COLUMN FOOTING ON THE LEFT.  THE STATION IS 14.35 M
 KV5987'(47.08 FT) WEST OF THE NORTHWEST CORNER OF A ONE STORY BRICK STORAGE
 KV5987'BUILDING, 19.25 M (63.16 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE
 KV5987'BUILDING, 21.15 M (69.39 FT) EAST OF A LARGE CAST STEEL SHIP MOORING
 KV5987'BOLLARD AND 28.7 M (94.2 FT) EAST OF THE WEST CORNER OF THE CHAIN
 KV5987'LINK TYPE FENCE AT THE RIVER BANK.  THE STATION IS ABOUT 0.4 M
 KV5987'(1.3 FT) ABOVE THE GROUND.  CONTACT MR. ZOLA AT PHONE 609 298 1222.
 KV5987
 KV5987                          STATION RECOVERY (1995)
 KV5987
 KV5987'RECOVERY NOTE BY TWT CONS ENG 1995 (WPD)
 KV5987'A 5 METER (16.4 FT) TANK HAS BEEN ERECTED LESS THAN 1 METER (3.3 FT)
 KV5987'SOUTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5988 ***********************************************************************
 KV5988  TIDAL BM    -  This is a Tidal Bench Mark.
 KV5988  DESIGNATION -  853 9487 C TIDAL
 KV5988  PID         -  KV5988
 KV5988  STATE/COUNTY-  NJ/BURLINGTON
 KV5988  USGS QUAD   -  TRENTON EAST (1981)
 KV5988
 KV5988                         *CURRENT SURVEY CONTROL
 KV5988  ___________________________________________________________________
 KV5988* NAD 83(1986)-  40 08 03.     (N)    074 43 10.     (W)     SCALED    
 KV5988* NAVD 88     -         3.119  (meters)      10.23   (feet)  ADJUSTED  
 KV5988  ___________________________________________________________________
 KV5988  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV5988  DYNAMIC HT  -           3.117 (meters)      10.23  (feet)  COMP
 KV5988  MODELED GRAV-     980,197.1   (mgal)                       NAVD 88
 KV5988
 KV5988  VERT ORDER  -  FIRST     CLASS I
 KV5988
 KV5988.The horizontal coordinates were scaled from a topographic map and have
 KV5988.an estimated accuracy of +/- 6 seconds.
 KV5988
 KV5988.The orthometric height was determined by differential leveling
 KV5988.and adjusted by the National Geodetic Survey in June 1991..
 KV5988
 KV5988.This Tidal Bench Mark is designated as VM 2892
 KV5988.by the Center for Operational Oceanographic Products and Services.
 KV5988
 KV5988.The geoid height was determined by GEOID03.
 KV5988
 KV5988.The dynamic height is computed by dividing the NAVD 88
 KV5988.geopotential number by the normal gravity value computed on the
 KV5988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV5988.degrees latitude (g = 980.6199 gals.).
 KV5988
 KV5988.The modeled gravity was interpolated from observed gravity values.
 KV5988
 KV5988;                    North         East    Units  Estimated Accuracy
 KV5988;SPC NJ       -   144,430.      131,300.      MT  (+/- 180 meters Scaled)
 KV5988
 KV5988                          SUPERSEDED SURVEY CONTROL
 KV5988
 KV5988  NGVD 29 (01/10/92)    3.445  (m)           11.30   (f) ADJUSTED    1 1
 KV5988
 KV5988.Superseded values are not recommended for survey control.
 KV5988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5988.See file dsdata.txt to determine how the superseded data were derived.
 KV5988
 KV5988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK239426(NAD 83)
 KV5988_MARKER: DJ = TIDAL STATION DISK
 KV5988_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 KV5988_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 KV5988_STAMPING: 9487 C 1976
 KV5988_MARK LOGO: NOS   
 KV5988_PROJECTION: PROJECTING 3 CENTIMETERS
 KV5988_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5988_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5988+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1988
 KV5988_ROD/PIPE-DEPTH: 15.2 meters
 KV5988_SLEEVE-DEPTH  : 0.40 meters
 KV5988
 KV5988  HISTORY     - Date     Condition        Report By
 KV5988  HISTORY     - 1976     MONUMENTED       NOS
 KV5988  HISTORY     - 19880713 GOOD             NJGS
 KV5988
 KV5988                          STATION DESCRIPTION
 KV5988
 KV5988'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV5988'0.88 KM (0.55 MI) NORTHEAST ALONG 4TH STREET FROM ITS INTERSECTION
 KV5988'WITH STATE ROUTE 130 IN FIELDSBORO TO THE ENTRANCE TO THE STEPPAN
 KV5988'CHEMICAL COMPANY ON THE LEFT. THENCE 0.50 KM (0.30 MI) NORTHWEST
 KV5988'THROUGH THE  ENTRANCE GATE AND DOWN HILL TO A RAILWAY CROSSING, 8.5 M
 KV5988'(27.9 FT)   SOUTHWEST OF THE SOUTHWEST CORNER OF A 10 FOOT CHAINLINK
 KV5988'FENCE, 5.0 M (16.4 FT) WEST OF THE WEST SPUR TRACK OF THE RAILROAD AND
 KV5988'3.1 M (10.2  FT) SOUTH SOUTHWEST OF THE SOUTH CORNER OF THE LARGE
 KV5988'CONCRETE FOOTING FOR AN OVERPASS, THE MARK IS 2 CM BELOW THE GROUND.
 KV5988'THE SLEEVE IS SURROUNDED BY THE MASS OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5989 ***********************************************************************
 KV5989  TIDAL BM    -  This is a Tidal Bench Mark.
 KV5989  DESIGNATION -  853 9487 D TIDAL
 KV5989  PID         -  KV5989
 KV5989  STATE/COUNTY-  NJ/BURLINGTON
 KV5989  USGS QUAD   -  TRENTON EAST (1981)
 KV5989
 KV5989                         *CURRENT SURVEY CONTROL
 KV5989  ___________________________________________________________________
 KV5989* NAD 83(1986)-  40 08 01.     (N)    074 43 08.     (W)     SCALED    
 KV5989* NAVD 88     -        10.550  (meters)      34.61   (feet)  ADJUSTED  
 KV5989  ___________________________________________________________________
 KV5989  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV5989  DYNAMIC HT  -          10.546 (meters)      34.60  (feet)  COMP
 KV5989  MODELED GRAV-     980,197.3   (mgal)                       NAVD 88
 KV5989
 KV5989  VERT ORDER  -  FIRST     CLASS I
 KV5989
 KV5989.The horizontal coordinates were scaled from a topographic map and have
 KV5989.an estimated accuracy of +/- 6 seconds.
 KV5989
 KV5989.The orthometric height was determined by differential leveling
 KV5989.and adjusted by the National Geodetic Survey in June 1991..
 KV5989
 KV5989.This Tidal Bench Mark is designated as VM 2893
 KV5989.by the Center for Operational Oceanographic Products and Services.
 KV5989
 KV5989.The geoid height was determined by GEOID03.
 KV5989
 KV5989.The dynamic height is computed by dividing the NAVD 88
 KV5989.geopotential number by the normal gravity value computed on the
 KV5989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV5989.degrees latitude (g = 980.6199 gals.).
 KV5989
 KV5989.The modeled gravity was interpolated from observed gravity values.
 KV5989
 KV5989;                    North         East    Units  Estimated Accuracy
 KV5989;SPC NJ       -   144,370.      131,350.      MT  (+/- 180 meters Scaled)
 KV5989
 KV5989                          SUPERSEDED SURVEY CONTROL
 KV5989
 KV5989  NGVD 29 (01/10/92)   10.876  (m)           35.68   (f) ADJUSTED    1 1
 KV5989
 KV5989.Superseded values are not recommended for survey control.
 KV5989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5989.See file dsdata.txt to determine how the superseded data were derived.
 KV5989
 KV5989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK239426(NAD 83)
 KV5989_MARKER: DJ = TIDAL STATION DISK
 KV5989_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 KV5989_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 KV5989_STAMPING: 9487 D 1976
 KV5989_MARK LOGO: NOS   
 KV5989_PROJECTION: PROJECTING 3 CENTIMETERS
 KV5989_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5989+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1988
 KV5989_ROD/PIPE-DEPTH: 15.2 meters
 KV5989_SLEEVE-DEPTH  : 0.40 meters
 KV5989
 KV5989  HISTORY     - Date     Condition        Report By
 KV5989  HISTORY     - 1976     MONUMENTED       NOS
 KV5989  HISTORY     - 19880713 GOOD             NJGS
 KV5989
 KV5989                          STATION DESCRIPTION
 KV5989
 KV5989'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV5989'0.88 KM (0.55 MI) ALONG 4TH STREET FROM ITS JUNCTION WITH STATE ROUTE
 KV5989'130 IN FIELDSBORO TO THE ENTRANCE TO THE STEPPAN CHEMICAL COMPANY ON
 KV5989'THE LEFT. THEN 0.32 KM (0.20 MI) NORTHWEST THROUGH THE ENTRANCE GATE
 KV5989'TO A TWO STORY BRICK OFFICE BUILDING OF THE STEPPAN CHEMICAL COMPANY.
 KV5989'12.0 M (39.4 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE BUILDING,
 KV5989'10.0 M (32.8 FT) WEST OF THE FLAG POLE, 12.5 M (41.0 FT) WEST OF THE
 KV5989'SOUTHWEST END OF THE LAST PARKING BUMPER. THE DISK IS SET IN A
 KV5989'FIBERGLASS SLEEVE, PROJECTING 5 CM ABOVE THE GROUND, THE DISK IS
 KV5989'RECESSED 3 CM BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5990 ***********************************************************************
 KV5990  TIDAL BM    -  This is a Tidal Bench Mark.
 KV5990  DESIGNATION -  853 9487 E TIDAL
 KV5990  PID         -  KV5990
 KV5990  STATE/COUNTY-  NJ/BURLINGTON
 KV5990  USGS QUAD   -  TRENTON EAST (1981)
 KV5990
 KV5990                         *CURRENT SURVEY CONTROL
 KV5990  ___________________________________________________________________
 KV5990* NAD 83(1986)-  40 08 01.     (N)    074 43 05.     (W)     SCALED    
 KV5990* NAVD 88     -        15.043  (meters)      49.35   (feet)  ADJUSTED  
 KV5990  ___________________________________________________________________
 KV5990  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV5990  DYNAMIC HT  -          15.037 (meters)      49.33  (feet)  COMP
 KV5990  MODELED GRAV-     980,197.3   (mgal)                       NAVD 88
 KV5990
 KV5990  VERT ORDER  -  FIRST     CLASS I
 KV5990
 KV5990.The horizontal coordinates were scaled from a topographic map and have
 KV5990.an estimated accuracy of +/- 6 seconds.
 KV5990
 KV5990.The orthometric height was determined by differential leveling
 KV5990.and adjusted by the National Geodetic Survey in June 1991..
 KV5990
 KV5990.This Tidal Bench Mark is designated as VM 2894
 KV5990.by the Center for Operational Oceanographic Products and Services.
 KV5990
 KV5990.The geoid height was determined by GEOID03.
 KV5990
 KV5990.The dynamic height is computed by dividing the NAVD 88
 KV5990.geopotential number by the normal gravity value computed on the
 KV5990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV5990.degrees latitude (g = 980.6199 gals.).
 KV5990
 KV5990.The modeled gravity was interpolated from observed gravity values.
 KV5990
 KV5990;                    North         East    Units  Estimated Accuracy
 KV5990;SPC NJ       -   144,370.      131,420.      MT  (+/- 180 meters Scaled)
 KV5990
 KV5990                          SUPERSEDED SURVEY CONTROL
 KV5990
 KV5990  NGVD 29 (01/10/92)   15.369  (m)           50.42   (f) ADJUSTED    1 1
 KV5990
 KV5990.Superseded values are not recommended for survey control.
 KV5990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5990.See file dsdata.txt to determine how the superseded data were derived.
 KV5990
 KV5990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK240426(NAD 83)
 KV5990_MARKER: DJ = TIDAL STATION DISK
 KV5990_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 KV5990_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 KV5990_STAMPING: 9487 E 1976
 KV5990_MARK LOGO: NOS   
 KV5990_PROJECTION: FLUSH
 KV5990_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5990_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5990+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1988
 KV5990_ROD/PIPE-DEPTH: 12.2 meters
 KV5990_SLEEVE-DEPTH  : 0.40 meters
 KV5990
 KV5990  HISTORY     - Date     Condition        Report By
 KV5990  HISTORY     - 1976     MONUMENTED       NOS
 KV5990  HISTORY     - 19880713 GOOD             NJGS
 KV5990
 KV5990                          STATION DESCRIPTION
 KV5990
 KV5990'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV5990'0.88 KM (0.55 MI) ALONG 4TH STREET FROM ITS JUNCTION WITH STATE ROUTE
 KV5990'130 IN FIELDSBORO TO THE ENTRANCE TO THE STEPPAN CHEMICAL COMPANY ON
 KV5990'THE LEFT. THEN 0.12 KM (0.05 MI) NORTHWEST ALONG THE ENTRANCE ROAD TO
 KV5990'THE GATE HOUSE AND A TRUCK SCALE, 5.05 M (16.6 FT) SOUTH OF THE POWER
 KV5990'POLE NUMBER 60104EB, 3.5 M (11.5 FT) WEST OF THE SOUTHEAST GUIDE WIRE
 KV5990'OF THE P0LE, 12.9 M (42.3 FT) SOUTHEAST OF 6 FOOT CHAINLINK FENCE, 8.7
 KV5990'M (28.5 FT) NORTHEAST OF THE EDGE OF THE ASPHALT PAVING. THE MARK IS
 KV5990'SET 4 CM BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5993 ***********************************************************************
 KV5993  DESIGNATION -  853 9494 C TIDAL
 KV5993  PID         -  KV5993
 KV5993  STATE/COUNTY-  NJ/BURLINGTON
 KV5993  USGS QUAD   -  TRENTON EAST (1981)
 KV5993
 KV5993                         *CURRENT SURVEY CONTROL
 KV5993  ___________________________________________________________________
 KV5993* NAD 83(1986)-  40 08 23.     (N)    074 42 26.     (W)     SCALED    
 KV5993* NAVD 88     -        18.309  (meters)      60.07   (feet)  ADJUSTED  
 KV5993  ___________________________________________________________________
 KV5993  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KV5993  DYNAMIC HT  -          18.302 (meters)      60.05  (feet)  COMP
 KV5993  MODELED GRAV-     980,197.6   (mgal)                       NAVD 88
 KV5993
 KV5993  VERT ORDER  -  FIRST     CLASS I
 KV5993
 KV5993.The horizontal coordinates were scaled from a topographic map and have
 KV5993.an estimated accuracy of +/- 6 seconds.
 KV5993
 KV5993.The orthometric height was determined by differential leveling
 KV5993.and adjusted by the National Geodetic Survey in June 1991..
 KV5993
 KV5993.The geoid height was determined by GEOID03.
 KV5993
 KV5993.The dynamic height is computed by dividing the NAVD 88
 KV5993.geopotential number by the normal gravity value computed on the
 KV5993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV5993.degrees latitude (g = 980.6199 gals.).
 KV5993
 KV5993.The modeled gravity was interpolated from observed gravity values.
 KV5993
 KV5993;                    North         East    Units  Estimated Accuracy
 KV5993;SPC NJ       -   145,050.      132,340.      MT  (+/- 180 meters Scaled)
 KV5993
 KV5993                          SUPERSEDED SURVEY CONTROL
 KV5993
 KV5993  NGVD 29 (01/10/92)   18.636  (m)           61.14   (f) ADJUSTED    1 1
 KV5993
 KV5993.Superseded values are not recommended for survey control.
 KV5993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5993.See file dsdata.txt to determine how the superseded data were derived.
 KV5993
 KV5993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK249433(NAD 83)
 KV5993_MARKER: DJ = TIDAL STATION DISK
 KV5993_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV5993_SP_SET: SIGNPOST FOOTING
 KV5993_STAMPING: 9494 C 1977
 KV5993_MARK LOGO: NOS   
 KV5993_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5993+STABILITY: SURFACE MOTION
 KV5993_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5993+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1988
 KV5993
 KV5993  HISTORY     - Date     Condition        Report By
 KV5993  HISTORY     - 1977     MONUMENTED       NOS
 KV5993  HISTORY     - 19880720 GOOD             NJGS
 KV5993
 KV5993                          STATION DESCRIPTION
 KV5993
 KV5993'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV5993'IN B0RDENTOWN NEAR THE NORTHWEST CORNER OF THE INTERSECTION OF
 KV5993'FARNSWORTH AVENUE AND STATE ROUTE 130, IN THE NORTHWEST CORNER OF THE
 KV5993'FOUNDATION OF THE MOST WESTERLY OF THE THREE SIGN POSTS, SUPPORTING
 KV5993'THE LARGE ACME SIGN, 8.38 M (27.5 FT) SOUTHEAST OF THE FARNSWORTH
 KV5993'AVENUE ENTRANCE TO THE ACME SUPERMARKET, 10.15 M (33.3 FT) SOUTHWEST
 KV5993'OF THE SOUTHWEST CURB OF FARNSWORTH AVENUE, 27.76 M (91.1 FT)
 KV5993'NORTHWEST OF THE NORTHWEST CURB OF THE SOUTH BOUND US ROUTE 130. THE
 KV5993'DISK IS 0.3 M (1.0 FT) ABOVE THE PAVING OF THE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5991 ***********************************************************************
 KV5991  DESIGNATION -  853 9494 D TIDAL
 KV5991  PID         -  KV5991
 KV5991  STATE/COUNTY-  NJ/BURLINGTON
 KV5991  USGS QUAD   -  TRENTON EAST (1981)
 KV5991
 KV5991                         *CURRENT SURVEY CONTROL
 KV5991  ___________________________________________________________________
 KV5991* NAD 83(1986)-  40 08 25.     (N)    074 42 26.     (W)     SCALED    
 KV5991* NAVD 88     -        15.962  (meters)      52.37   (feet)  ADJUSTED  
 KV5991  ___________________________________________________________________
 KV5991  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV5991  DYNAMIC HT  -          15.955 (meters)      52.35  (feet)  COMP
 KV5991  MODELED GRAV-     980,197.5   (mgal)                       NAVD 88
 KV5991
 KV5991  VERT ORDER  -  FIRST     CLASS I
 KV5991
 KV5991.The horizontal coordinates were scaled from a topographic map and have
 KV5991.an estimated accuracy of +/- 6 seconds.
 KV5991
 KV5991.The orthometric height was determined by differential leveling
 KV5991.and adjusted by the National Geodetic Survey in June 1991..
 KV5991
 KV5991.The geoid height was determined by GEOID03.
 KV5991
 KV5991.The dynamic height is computed by dividing the NAVD 88
 KV5991.geopotential number by the normal gravity value computed on the
 KV5991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV5991.degrees latitude (g = 980.6199 gals.).
 KV5991
 KV5991.The modeled gravity was interpolated from observed gravity values.
 KV5991
 KV5991;                    North         East    Units  Estimated Accuracy
 KV5991;SPC NJ       -   145,110.      132,340.      MT  (+/- 180 meters Scaled)
 KV5991
 KV5991                          SUPERSEDED SURVEY CONTROL
 KV5991
 KV5991  NGVD 29 (01/10/92)   16.288  (m)           53.44   (f) ADJUSTED    1 1
 KV5991
 KV5991.Superseded values are not recommended for survey control.
 KV5991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5991.See file dsdata.txt to determine how the superseded data were derived.
 KV5991
 KV5991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK249433(NAD 83)
 KV5991_MARKER: DJ = TIDAL STATION DISK
 KV5991_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV5991_SP_SET: RETAINING WALL
 KV5991_STAMPING: 9494 D 1977
 KV5991_MARK LOGO: NOS   
 KV5991_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5991+STABILITY: SURFACE MOTION
 KV5991_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5991+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2004
 KV5991
 KV5991  HISTORY     - Date     Condition        Report By
 KV5991  HISTORY     - 1977     MONUMENTED       NOS
 KV5991  HISTORY     - 19880718 GOOD             NJGS
 KV5991  HISTORY     - 20040325 GOOD             GEOCAC
 KV5991
 KV5991                          STATION DESCRIPTION
 KV5991
 KV5991'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV5991'AT THE BORDENTOWN TOWNSHIP LINE WITH THE CITY OF BORDENTOWN, ON TOP OF
 KV5991'THE SOUTHEAST CORNER OF THE NORTHEAST CONCRETE WALL OF THE FARNSWORTH
 KV5991'AVENUE BRIDGEOVER BLACKS CREEK, 6.0 M (19.7 FT) SOUTHEAST OF THE
 KV5991'NORTHWEST END OF THE WALL, 3.4 M (11.2 FT) NORTHEAST OF THE NORTHEAST
 KV5991'CURBLINE OF FARNSWORTH AVENUE, 0.85 M (2.8 FT) NORTHWEST OF THE
 KV5991'SOUTHEAST END OF THE WALL, 20.3 M (66.6 FT) EAST OF THE TIDAL STATION
 KV5991'853-9494 E. THE DISK IS SET FLUSH WITH TOP OF THE WALL.
 KV5991
 KV5991                          STATION RECOVERY (2004)
 KV5991
 KV5991'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 KV5991'STATION LOCATED ABOUT 1 BLOCK WEST OF U.S. ROUTE 130 ALONG FARNSWORTH
 KV5991'AVENUE AND BETWEEN HOUSE NUMBERS 601 AND 605. IT IS ON THE NORTH SIDE
 KV5991'OF THE STREET AND ACROSS THE STREET FROM KV5992, WHICH IS ON THE SOUTH
 KV5991'SIDE OF FARNSWORTH.
 KV5991' 
 KV5991'CONSUMER-GRADE GARMIN ETREX HANDHELD GPS RECEIVER PLACES THIS MARK AT
 KV5991'N40D 08M 28.6S W074D 42M 28.6S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5992 ***********************************************************************
 KV5992  DESIGNATION -  853 9494 E TIDAL
 KV5992  PID         -  KV5992
 KV5992  STATE/COUNTY-  NJ/BURLINGTON
 KV5992  USGS QUAD   -  TRENTON EAST (1981)
 KV5992
 KV5992                         *CURRENT SURVEY CONTROL
 KV5992  ___________________________________________________________________
 KV5992* NAD 83(1986)-  40 08 26.     (N)    074 42 28.     (W)     SCALED    
 KV5992* NAVD 88     -        16.007  (meters)      52.52   (feet)  ADJUSTED  
 KV5992  ___________________________________________________________________
 KV5992  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV5992  DYNAMIC HT  -          16.000 (meters)      52.49  (feet)  COMP
 KV5992  MODELED GRAV-     980,197.4   (mgal)                       NAVD 88
 KV5992
 KV5992  VERT ORDER  -  FIRST     CLASS I
 KV5992
 KV5992.The horizontal coordinates were scaled from a topographic map and have
 KV5992.an estimated accuracy of +/- 6 seconds.
 KV5992
 KV5992.The orthometric height was determined by differential leveling
 KV5992.and adjusted by the National Geodetic Survey in June 1991..
 KV5992
 KV5992.The geoid height was determined by GEOID03.
 KV5992
 KV5992.The dynamic height is computed by dividing the NAVD 88
 KV5992.geopotential number by the normal gravity value computed on the
 KV5992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV5992.degrees latitude (g = 980.6199 gals.).
 KV5992
 KV5992.The modeled gravity was interpolated from observed gravity values.
 KV5992
 KV5992;                    North         East    Units  Estimated Accuracy
 KV5992;SPC NJ       -   145,140.      132,300.      MT  (+/- 180 meters Scaled)
 KV5992
 KV5992                          SUPERSEDED SURVEY CONTROL
 KV5992
 KV5992  NGVD 29 (01/10/92)   16.333  (m)           53.59   (f) ADJUSTED    1 1
 KV5992
 KV5992.Superseded values are not recommended for survey control.
 KV5992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5992.See file dsdata.txt to determine how the superseded data were derived.
 KV5992
 KV5992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK248433(NAD 83)
 KV5992_MARKER: DJ = TIDAL STATION DISK
 KV5992_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV5992_SP_SET: RETAINING WALL
 KV5992_STAMPING: 9494 E 1977
 KV5992_MARK LOGO: NOS   
 KV5992_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5992+STABILITY: SURFACE MOTION
 KV5992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5992+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1988
 KV5992
 KV5992  HISTORY     - Date     Condition        Report By
 KV5992  HISTORY     - 1976     MONUMENTED       NOS
 KV5992  HISTORY     - 19880720 GOOD             NJGS
 KV5992  HISTORY     - 20040325 GOOD             GEOCAC
 KV5992
 KV5992                          STATION DESCRIPTION
 KV5992
 KV5992'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV5992'AT THE BORDENTOWN TOWNSHIP LINE WITH THE CITY OF BORDENTOWN, ON TOP OF
 KV5992'THE NORTHWEST CORNER OF THE SOUTHWEST CONCRETE WALL OF THE FARNSWORTH
 KV5992'AVENUE BRIDGE OVER BLACKS CREEK, 7.9 M (25.9 FT) NORTHWEST OF THE
 KV5992'SOUTHEAST END OF THE WALL OF THE BRIDGE ABUTMENT SUPPORTING THE METAL
 KV5992'GUARD RAIL, 4.2 M (13.8 FT) SOUTHWEST OF THE SOUTHWEST CURB OF
 KV5992'FARNSWORTH AVENUE, 20.3 M (66.6 FT) WEST OF THE TIDAL STATION 853-9494
 KV5992'D. THE DISK IS SET FLUSH WITH TOP OF THE WALL.
 KV5992
 KV5992                          STATION RECOVERY (2004)
 KV5992
 KV5992'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 KV5992'STATION IS DIRECTLY ACROSS THE STREET FROM 853 9494 D TIDAL (KV5991).
 KV5992' 
 KV5992' 
 KV5992'HANDHELD GPS COORDINATES - N40 08 28.6, W074 42 29.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9828 ***********************************************************************
 DE9828  DESIGNATION -  853 9776 A TIDAL
 DE9828  PID         -  DE9828
 DE9828  STATE/COUNTY-  NJ/MERCER
 DE9828  USGS QUAD   -  TRENTON EAST (1981)
 DE9828
 DE9828                         *CURRENT SURVEY CONTROL
 DE9828  ___________________________________________________________________
 DE9828* NAD 83(1986)-  40 10 25.     (N)    074 40 46.     (W)     SCALED    
 DE9828* NAVD 88     -         5.200  (meters)      17.06   (feet)  ADJUSTED  
 DE9828  ___________________________________________________________________
 DE9828  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 DE9828  DYNAMIC HT  -           5.198 (meters)      17.05  (feet)  COMP
 DE9828  MODELED GRAV-     980,195.6   (mgal)                       NAVD 88
 DE9828
 DE9828  VERT ORDER  -  FIRST     CLASS II
 DE9828
 DE9828.The horizontal coordinates were scaled from a topographic map and have
 DE9828.an estimated accuracy of +/- 6 seconds.
 DE9828
 DE9828.The orthometric height was determined by differential leveling
 DE9828.and adjusted by the National Geodetic Survey in March 2005..
 DE9828.No vertical observational check was made to the station.
 DE9828
 DE9828.The geoid height was determined by GEOID03.
 DE9828
 DE9828.The dynamic height is computed by dividing the NAVD 88
 DE9828.geopotential number by the normal gravity value computed on the
 DE9828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9828.degrees latitude (g = 980.6199 gals.).
 DE9828
 DE9828.The modeled gravity was interpolated from observed gravity values.
 DE9828
 DE9828;                    North         East    Units  Estimated Accuracy
 DE9828;SPC NJ       -   148,810.      134,720.      MT  (+/- 180 meters Scaled)
 DE9828
 DE9828                          SUPERSEDED SURVEY CONTROL
 DE9828
 DE9828.No superseded survey control is available for this station.
 DE9828
 DE9828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK272470(NAD 83)
 DE9828_MARKER: DJ = TIDAL STATION DISK
 DE9828_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE9828_SP_SET: BRIDGE ABUTMENT
 DE9828_STAMPING: 9776 A 1978
 DE9828_MARK LOGO: NOS   
 DE9828_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9828+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 DE9828
 DE9828  HISTORY     - Date     Condition        Report By
 DE9828  HISTORY     - 1978     MONUMENTED       NJDEP
 DE9828  HISTORY     - 20020708 GOOD             NJGS
 DE9828
 DE9828                          STATION DESCRIPTION
 DE9828
 DE9828'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DE9828'THIS STATION IS NOT AN NOS TIDE STATION AND IS NOT PART OF THE
 DE9828'NATIONAL OCEAN SERVICE
 DE9828'CENTER FOR OPERATIONAL OCEANOGRAPHICS PRODUCTS AND SERVICES DATA BASE.
 DE9828'WATER
 DE9828'LEVELS ARE REFERRED ONLY TO THE NEW JERSEY TIDAL EPOCH OF 1966 TO
 DE9828'1984.  FOR ADDITIONAL
 DE9828'INFORMATION ON THIS STATION, CONTACT THE NEW JERSEY DEPARTMENT OF
 DE9828'ENVIRONMENTAL
 DE9828'PROTECTION, BUREAU OF TIDELANDS MANAGEMENT AT 609 292 2573.
 DE9828' 
 DE9828'THE STATION IS LOCATED IN HAMILTON TOWNSHIP ON THE NORTHEAST SIDE OF
 DE9828'U.S. HIGHWAY 130.
 DE9828'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 130 AND THE
 DE9828'BRIDGE CARRYING
 DE9828'YARDVILLE ALLENTOWN ROAD, COUNTY ROAD 524 OVER U.S. HIGHWAY 130,
 DE9828'STRUCTURE NUMBER
 DE9828'1122 156, M.P.58.99, GO SOUTHWEST ON U.S. HIGHWAY 130 FOR 0.7 MI TO
 DE9828'THE STATION ON THE LEFT,
 DE9828'SET FLUSH ON THE TOP OF THE NORTHEAST ABUTMENT OF THE BRIDGE CARRYING
 DE9828'U.S. HIGHWAY 130
 DE9828'OVER CROSSWICKS CREEK, STRUCTURE NUMBER 0319 152, M.P. 58.28.  THE
 DE9828'STATION IS 2.5 FT EAST
 DE9828'FROM THE MOST WESTERLY FACE OF THE NORTHEAST WINGWALL AND 9.0 FT
 DE9828'SOUTHEAST FROM THE
 DE9828'EAST CURB OF U.S. HIGHWAY 130.
 DE9828' 
 DE9828'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9829 ***********************************************************************
 DE9829  DESIGNATION -  853 9776 C TIDAL
 DE9829  PID         -  DE9829
 DE9829  STATE/COUNTY-  NJ/MERCER
 DE9829  USGS QUAD   -  TRENTON EAST (1981)
 DE9829
 DE9829                         *CURRENT SURVEY CONTROL
 DE9829  ___________________________________________________________________
 DE9829* NAD 83(1986)-  40 10 31.     (N)    074 40 36.     (W)     SCALED    
 DE9829* NAVD 88     -         4.552  (meters)      14.93   (feet)  ADJUSTED  
 DE9829  ___________________________________________________________________
 DE9829  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 DE9829  DYNAMIC HT  -           4.550 (meters)      14.93  (feet)  COMP
 DE9829  MODELED GRAV-     980,195.7   (mgal)                       NAVD 88
 DE9829
 DE9829  VERT ORDER  -  FIRST     CLASS II
 DE9829
 DE9829.The horizontal coordinates were scaled from a topographic map and have
 DE9829.an estimated accuracy of +/- 6 seconds.
 DE9829
 DE9829.The orthometric height was determined by differential leveling
 DE9829.and adjusted by the National Geodetic Survey in March 2005..
 DE9829.No vertical observational check was made to the station.
 DE9829
 DE9829.The geoid height was determined by GEOID03.
 DE9829
 DE9829.The dynamic height is computed by dividing the NAVD 88
 DE9829.geopotential number by the normal gravity value computed on the
 DE9829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9829.degrees latitude (g = 980.6199 gals.).
 DE9829
 DE9829.The modeled gravity was interpolated from observed gravity values.
 DE9829
 DE9829;                    North         East    Units  Estimated Accuracy
 DE9829;SPC NJ       -   148,990.      134,950.      MT  (+/- 180 meters Scaled)
 DE9829
 DE9829                          SUPERSEDED SURVEY CONTROL
 DE9829
 DE9829.No superseded survey control is available for this station.
 DE9829
 DE9829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK275472(NAD 83)
 DE9829_MARKER: DJ = TIDAL STATION DISK
 DE9829_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE9829_SP_SET: BRIDGE ABUTMENT
 DE9829_STAMPING: 9776 C 1978
 DE9829_MARK LOGO: NOS   
 DE9829_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9829_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9829+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 DE9829
 DE9829  HISTORY     - Date     Condition        Report By
 DE9829  HISTORY     - 1978     MONUMENTED       NOS
 DE9829  HISTORY     - 20020708 GOOD             NJGS
 DE9829
 DE9829                          STATION DESCRIPTION
 DE9829
 DE9829'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DE9829'THIS STATION IS NOT AN NOS TIDE STATION AND IS NOT PART OF THE
 DE9829'NATIONAL OCEAN SERVICE
 DE9829'CENTER FOR OPERATIONAL OCEANOGRAPHICS PRODUCTS AND SERVICES DATA BASE.
 DE9829'WATER
 DE9829'LEVELS ARE REFERRED ONLY TO THE NEW JERSEY TIDAL EPOCH OF 1966 TO
 DE9829'1984.  FOR ADDITIONAL
 DE9829'INFORMATION ON THIS STATION, CONTACT THE NEW JERSEY DEPARTMENT OF
 DE9829'ENVIRONMENTAL
 DE9829'PROTECTION, BUREAU OF TIDELANDS MANAGEMENT AT 609 292 2573.  THE
 DE9829'STATION IS LOCATED IN
 DE9829'HAMILTON TOWNSHIP ON THE SOUTHWEST SIDE OF U.S. HIGHWAY 130.  TO REACH
 DE9829'THE STATION
 DE9829'FROM THE JUNCTION OF U.S. HIGHWAY 130,  AND THE BRIDGE CARRYING
 DE9829'YARDVILLE ALLENTOWN
 DE9829'ROAD, COUNTY ROAD 524, OVER U.S. HIGHWAY 130, STRUCTURE 1122 156, M.P.
 DE9829'58.99, GO SOUTHWEST
 DE9829'ON U.S. HIGHWAY 130 FOR 0.47 MI TO THE STATION ON THE RIGHT, SET FLUSH
 DE9829'IN A DRILL HOLE IN THE
 DE9829'TOP OF THE SOUTHWEST ABUTMENT OF THE BRIDGE CARRYING U.S. HIGHWAY 130
 DE9829'OVER DOCTORS
 DE9829'CREEK, STRUCTURE NUMBER 1122 150, M.P. 58.52.  THE STATION IS 8.7 FT
 DE9829'NORTHWEST FROM THE
 DE9829'WEST CONCRETE CURB OF U.S. HIGHWAY 130, 1.4 FT NORTH FROM THE
 DE9829'INTERSECTION OF THE SOUTH
 DE9829'FACE OF THE ABUTMENT AND THE WEST FACE OF THE CONCRETE BRIDGE PARAPET,
 DE9829'AND 3.1 FT WEST
 DE9829'FROM THE NORTH FACE OF THE CONCRETE WINGWALL.
 DE9829'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9830 ***********************************************************************
 DE9830  DESIGNATION -  853 9776 D TIDAL
 DE9830  PID         -  DE9830
 DE9830  STATE/COUNTY-  NJ/MERCER
 DE9830  USGS QUAD   -  TRENTON EAST (1981)
 DE9830
 DE9830                         *CURRENT SURVEY CONTROL
 DE9830  ___________________________________________________________________
 DE9830* NAD 83(1986)-  40 10 31.     (N)    074 40 32.     (W)     SCALED    
 DE9830* NAVD 88     -         4.879  (meters)      16.01   (feet)  ADJUSTED  
 DE9830  ___________________________________________________________________
 DE9830  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 DE9830  DYNAMIC HT  -           4.877 (meters)      16.00  (feet)  COMP
 DE9830  MODELED GRAV-     980,195.8   (mgal)                       NAVD 88
 DE9830
 DE9830  VERT ORDER  -  FIRST     CLASS II
 DE9830
 DE9830.The horizontal coordinates were scaled from a topographic map and have
 DE9830.an estimated accuracy of +/- 6 seconds.
 DE9830
 DE9830.The orthometric height was determined by differential leveling
 DE9830.and adjusted by the National Geodetic Survey in March 2005..
 DE9830.No vertical observational check was made to the station.
 DE9830
 DE9830.The geoid height was determined by GEOID03.
 DE9830
 DE9830.The dynamic height is computed by dividing the NAVD 88
 DE9830.geopotential number by the normal gravity value computed on the
 DE9830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9830.degrees latitude (g = 980.6199 gals.).
 DE9830
 DE9830.The modeled gravity was interpolated from observed gravity values.
 DE9830
 DE9830;                    North         East    Units  Estimated Accuracy
 DE9830;SPC NJ       -   148,990.      135,050.      MT  (+/- 180 meters Scaled)
 DE9830
 DE9830                          SUPERSEDED SURVEY CONTROL
 DE9830
 DE9830.No superseded survey control is available for this station.
 DE9830
 DE9830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK276472(NAD 83)
 DE9830_MARKER: DJ = TIDAL STATION DISK
 DE9830_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE9830_SP_SET: BRIDGE ABUTMENT
 DE9830_STAMPING: 9776 D 1978
 DE9830_MARK LOGO: NOS   
 DE9830_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9830_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9830+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 DE9830
 DE9830  HISTORY     - Date     Condition        Report By
 DE9830  HISTORY     - 1978     MONUMENTED       NOS
 DE9830  HISTORY     - 20020708 GOOD             NJGS
 DE9830
 DE9830                          STATION DESCRIPTION
 DE9830
 DE9830'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DE9830'THIS STATION IS NOT AN NOS TIDE STATION AND IS NOT PART OF THE
 DE9830'NATIONAL OCEAN
 DE9830'SERVICE CENTER FOR OPERATIONAL OCEANOGRAPHICS PRODUCTS AND SERVICES
 DE9830'DATA BASE.
 DE9830'WATER LEVELS ARE REFFERED ONLY TO THE NEW JERSEY TIDAL EPOCH OF 1966
 DE9830'TO 1984.  FOR
 DE9830'ADDITIONAL INFORMATION ON THIS STATION, CONTACT THE NEW JERSEY
 DE9830'DEPARTMENT OF
 DE9830'ENVIRONMENTAL PROTECTION, BUREAU OF TIDELANDS MANAGEMENT AT 609 292
 DE9830'2573.
 DE9830' 
 DE9830'THE STATION IS LOCATED IN HAMILTON TOWNSHIP ON THE NORTHEAST SIDE OF
 DE9830'U.S. HIGHWAY 130.
 DE9830'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 130 AND THE
 DE9830'BRIDGE CARRYING
 DE9830'YARDVILLE ALLENTOWN ROAD, COUNTY ROAD 524 OVER U.S. HIGHWAY 130,
 DE9830'STRUCTURE NUMBER
 DE9830'1122 156, M.P. 58.99, GO SOUTHWEST ON U.S. HIGHWAY 130 FOR 0.47 MI TO
 DE9830'THE STATION ON THE
 DE9830'LEFT, SET FLUSH IN A DRILL HOLE IN THE TOP OF THE NORTHEAST ABUTMENT
 DE9830'OF THE BRIDGE
 DE9830'CARRYING U.S. HIGHWAY 130 OVER DOCTORS CREEK, STRUCTURE NUMBER 1122
 DE9830'150, M.P. 58.52.  THE
 DE9830'STATION IS 8.5 FT SOUTHEAST FROM THE EAST CURB OF U.S. HIGHWAY 130,
 DE9830'1.1 FT SOUTH FROM THE
 DE9830'INTERSECTION OF THE NORTH FACE OF THE ABUTMENT AND THE EAST FACE OF
 DE9830'THE CONCRETE
 DE9830'BRIDGE PARAPET, AND 3.3 FT EAST FROM THE SOUTH FACE OF THE CONCRETE
 DE9830'WINGWALL.
 DE9830' 
 DE9830' 
 DE9830'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6002 ***********************************************************************
 KV6002  DESIGNATION -  853 9808 A TIDAL
 KV6002  PID         -  KV6002
 KV6002  STATE/COUNTY-  NJ/MERCER
 KV6002  USGS QUAD   -  TRENTON EAST (1981)
 KV6002
 KV6002                         *CURRENT SURVEY CONTROL
 KV6002  ___________________________________________________________________
 KV6002* NAD 83(1986)-  40 10 54.     (N)    074 42 17.     (W)     SCALED    
 KV6002* NAVD 88     -         4.608  (meters)      15.12   (feet)  ADJUSTED  
 KV6002  ___________________________________________________________________
 KV6002  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV6002  DYNAMIC HT  -           4.606 (meters)      15.11  (feet)  COMP
 KV6002  MODELED GRAV-     980,191.5   (mgal)                       NAVD 88
 KV6002
 KV6002  VERT ORDER  -  FIRST     CLASS I
 KV6002
 KV6002.The horizontal coordinates were scaled from a topographic map and have
 KV6002.an estimated accuracy of +/- 6 seconds.
 KV6002
 KV6002.The orthometric height was determined by differential leveling
 KV6002.and adjusted by the National Geodetic Survey in June 1991..
 KV6002
 KV6002.The geoid height was determined by GEOID03.
 KV6002
 KV6002.The dynamic height is computed by dividing the NAVD 88
 KV6002.geopotential number by the normal gravity value computed on the
 KV6002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6002.degrees latitude (g = 980.6199 gals.).
 KV6002
 KV6002.The modeled gravity was interpolated from observed gravity values.
 KV6002
 KV6002;                    North         East    Units  Estimated Accuracy
 KV6002;SPC NJ       -   149,700.      132,570.      MT  (+/- 180 meters Scaled)
 KV6002
 KV6002                          SUPERSEDED SURVEY CONTROL
 KV6002
 KV6002  NGVD 29 (01/10/92)    4.933  (m)           16.18   (f) ADJUSTED    1 1
 KV6002
 KV6002.Superseded values are not recommended for survey control.
 KV6002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6002.See file dsdata.txt to determine how the superseded data were derived.
 KV6002
 KV6002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK251479(NAD 83)
 KV6002_MARKER: DJ = TIDAL STATION DISK
 KV6002_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6002_SP_SET: CONCRETE BRIDGE ABUTMENT
 KV6002_STAMPING: 9808 A 1977
 KV6002_MARK LOGO: NOS   
 KV6002_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 KV6002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6002+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1989
 KV6002
 KV6002  HISTORY     - Date     Condition        Report By
 KV6002  HISTORY     - 1976     MONUMENTED       NOS
 KV6002  HISTORY     - 19880715 GOOD             NJGS
 KV6002  HISTORY     - 19890710 GOOD             NJGS
 KV6002
 KV6002                          STATION DESCRIPTION
 KV6002
 KV6002'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6002'0.8KM (0.50 MI) SOUTH ALONG U.S. HIGHWAY 206 FROM THE JUNCTION OF U.S.
 KV6002'HIGHWAY 206, COUNTY ROUTE 524 AND WHITE HORSE ROAD AT THE WHITE HORSE
 KV6002'CIRCLE TO THE MARK ON THE SOUTH ABUTMENT OF THE SOUTH BOUND ROUTE 206
 KV6002'BRIDGE OVER CROSSWICKS CREEK, 0.34 M (1.1 FT) SOUTHWEST OF THE
 KV6002'SOUTHWEST CORNER OF THE SOUTH BALUSTRADE END POST, 1.3 M (4.3 FT) WEST
 KV6002'OF THE WEST CURB OF THE SOUTH BOUND LANES AND 0.53 M (1.7 FT) EAST OF
 KV6002'THE WEST EDGE OF THE ABUTMENT.
 KV6002
 KV6002                          STATION RECOVERY (1989)
 KV6002
 KV6002'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV6002'IN BORDENTOWN TOWNSHIP, 0.8 KM (0.5 MI) SOUTH ALONG U.S. HIGHWAY
 KV6002'ROUTE 206 FROM THE JUNCTION OF ROUTE 206, SOUTH BROAD STREET AND
 KV6002'WHITE HORSE AVENUE, ALSO KNOWN AS THE WHITE HORSE CIRCLE, TO THE MARK
 KV6002'ON THE SOUTHWEST CORNER OF THE SOUTH ABUTMENT OF THE SOUTHBOUND ROUTE
 KV6002'U.S. 206 BRIDGE OVER CROSSWICKS CREEK, 0.34 M (1.12 FT) SOUTHWEST OF
 KV6002'THE SOUTHWEST CORNER OF THE SOUTH BALUSTRADE END POST, 1.3 M (4.3 FT)
 KV6002'WEST OF THE WEST CURB OF THE SOUTHBOUND LANES, 0.53 M (1.74 FT) EAST
 KV6002'OF THE WEST EDGE OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6003 ***********************************************************************
 KV6003  DESIGNATION -  853 9808 B TIDAL
 KV6003  PID         -  KV6003
 KV6003  STATE/COUNTY-  NJ/MERCER
 KV6003  USGS QUAD   -  TRENTON EAST (1981)
 KV6003
 KV6003                         *CURRENT SURVEY CONTROL
 KV6003  ___________________________________________________________________
 KV6003* NAD 83(1986)-  40 10 54.     (N)    074 42 17.     (W)     SCALED    
 KV6003* NAVD 88     -         4.621  (meters)      15.16   (feet)  ADJUSTED  
 KV6003  ___________________________________________________________________
 KV6003  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV6003  DYNAMIC HT  -           4.619 (meters)      15.15  (feet)  COMP
 KV6003  MODELED GRAV-     980,191.5   (mgal)                       NAVD 88
 KV6003
 KV6003  VERT ORDER  -  FIRST     CLASS I
 KV6003
 KV6003.The horizontal coordinates were scaled from a topographic map and have
 KV6003.an estimated accuracy of +/- 6 seconds.
 KV6003
 KV6003.The orthometric height was determined by differential leveling
 KV6003.and adjusted by the National Geodetic Survey in June 1991..
 KV6003
 KV6003.The geoid height was determined by GEOID03.
 KV6003
 KV6003.The dynamic height is computed by dividing the NAVD 88
 KV6003.geopotential number by the normal gravity value computed on the
 KV6003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6003.degrees latitude (g = 980.6199 gals.).
 KV6003
 KV6003.The modeled gravity was interpolated from observed gravity values.
 KV6003
 KV6003;                    North         East    Units  Estimated Accuracy
 KV6003;SPC NJ       -   149,700.      132,570.      MT  (+/- 180 meters Scaled)
 KV6003
 KV6003                          SUPERSEDED SURVEY CONTROL
 KV6003
 KV6003  NGVD 29 (01/10/92)    4.946  (m)           16.23   (f) ADJUSTED    1 1
 KV6003
 KV6003.Superseded values are not recommended for survey control.
 KV6003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6003.See file dsdata.txt to determine how the superseded data were derived.
 KV6003
 KV6003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK251479(NAD 83)
 KV6003_MARKER: DJ = TIDAL STATION DISK
 KV6003_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6003_SP_SET: CONCRETE BRIDGE ABUTMENT
 KV6003_STAMPING: 9808 B 1977
 KV6003_MARK LOGO: NOS   
 KV6003_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 KV6003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6003+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1989
 KV6003
 KV6003  HISTORY     - Date     Condition        Report By
 KV6003  HISTORY     - 1976     MONUMENTED       NOS
 KV6003  HISTORY     - 19880715 GOOD             NJGS
 KV6003  HISTORY     - 19890710 GOOD             NJGS
 KV6003
 KV6003                          STATION DESCRIPTION
 KV6003
 KV6003'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6003'0.72 KM (0.45 MI) 50 MI) SOUTH ALONG U.S. HIGHWAY 206 FROM THE
 KV6003'JUNCTION OF U.S. HIGHWAY 206, COUNTY ROUTE 524 AND WHITE HORSE ROAD AT
 KV6003'THE WHITE HORSE CIRCLE TO THE MARK ON THE NORTHWEST CORNER OF THE
 KV6003'NORTH ABUTMENT OF THE SOUTH BOUND BRIDGE OVER CROSSWICKS CREEK, 0.34 M
 KV6003'(1.1 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE NORTH BALUSTRADE END
 KV6003'POST, 1.3 M (4.3 FT) WEST OF THE WEST CURB OF THE SOUTH BOUND LANES,
 KV6003'0.42 M (1.4 FT) EAST OF THE WEST EDGE OF THE ABUTMENT AND 71.2 M
 KV6003'(233.6 FT) SOUTHWEST OF NEW JERSEY GEODETIC MONUMENT 11189 NJGS.
 KV6003
 KV6003                          STATION RECOVERY (1989)
 KV6003
 KV6003'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV6003'IN HAMILTON TOWNSHIP, 0.72 KM (0.45 MI) SOUTH ON U.S. ROUTE 206 FROM
 KV6003'THE JUNCTION OF U.S. ROUTE 206, SOUTH BROAD STREET AND WHITE HORSE
 KV6003'AVENUE, ALSO KNOWN AS THE WHITE HORSE CIRCLE, TO THE MARK ON THE
 KV6003'NORTHWEST CORNER OF THE NORTH ABUTMENT OF THE U.S. ROUTE 206
 KV6003'SOUTHBOUND LANES BRIDGE OVER CROSSWICKS CREEK, 0.34 M (1.12 FT)
 KV6003'NORTHWEST OF THE NORTHWEST CORNER OF THE NORTHWEST CORNER OF THE
 KV6003'NORTH BALUSTRADE END POST, 1.3 M (4.3 FT) WEST OF THE WEST CURB OF
 KV6003'THE SOUTHBOUND LANES OF ROUTE 206, 0.42 M (1.38 FT) EAST OF THE WEST
 KV6003'EDGE OF THE ABUTMENT AND 71.2 M (233.6 FT) SOUTHWEST OF NEW JERSEY
 KV6003'GEODETIC MONUMENT DESIGNATION 11189 NJGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6014 ***********************************************************************
 KV6014  TIDAL BM    -  This is a Tidal Bench Mark.
 KV6014  DESIGNATION -  853 9993 A TIDAL
 KV6014  PID         -  KV6014
 KV6014  STATE/COUNTY-  NJ/MERCER
 KV6014  USGS QUAD   -  TRENTON WEST (1995)
 KV6014
 KV6014                         *CURRENT SURVEY CONTROL
 KV6014  ___________________________________________________________________
 KV6014* NAD 83(1996)-  40 11 26.31230(N)    074 45 18.99873(W)     ADJUSTED  
 KV6014* NAVD 88     -         3.568  (meters)      11.71   (feet)  ADJUSTED  
 KV6014  ___________________________________________________________________
 KV6014  X           -   1,282,909.249 (meters)                     COMP
 KV6014  Y           -  -4,707,365.191 (meters)                     COMP
 KV6014  Z           -   4,094,159.719 (meters)                     COMP
 KV6014  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 KV6014  ELLIP HEIGHT-         -29.45  (meters)          (10/23/02) GPS OBS
 KV6014  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV6014  DYNAMIC HT  -           3.566 (meters)      11.70  (feet)  COMP
 KV6014  MODELED GRAV-     980,184.0   (mgal)                       NAVD 88
 KV6014
 KV6014  HORZ ORDER  -  FIRST
 KV6014  VERT ORDER  -  FIRST     CLASS I
 KV6014  ELLP ORDER  -  FOURTH    CLASS I
 KV6014
 KV6014.The horizontal coordinates were established by GPS observations
 KV6014.and adjusted by the National Geodetic Survey in May 1999..
 KV6014
 KV6014.The orthometric height was determined by differential leveling
 KV6014.and adjusted by the National Geodetic Survey in June 1991..
 KV6014
 KV6014.This Tidal Bench Mark is designated as VM 352
 KV6014.by the Center for Operational Oceanographic Products and Services.
 KV6014
 KV6014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6014
 KV6014.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6014
 KV6014.The ellipsoidal height was determined by GPS observations
 KV6014.and is referenced to NAD 83.
 KV6014
 KV6014.The geoid height was determined by GEOID03.
 KV6014
 KV6014.The dynamic height is computed by dividing the NAVD 88
 KV6014.geopotential number by the normal gravity value computed on the
 KV6014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6014.degrees latitude (g = 980.6199 gals.).
 KV6014
 KV6014.The modeled gravity was interpolated from observed gravity values.
 KV6014
 KV6014;                    North         East     Units Scale Factor Converg.
 KV6014;SPC NJ       -   150,711.787   128,263.781   MT  0.99990581   -0 09 53.1
 KV6014;SPC NJ       -   494,460.25    420,812.09   sFT  0.99990581   -0 09 53.1
 KV6014;SPC PA S     -    99,514.332   854,961.723   MT  0.99996974   +1 56 34.6
 KV6014;SPC PA S     -   326,489.94  2,804,986.92   sFT  0.99996974   +1 56 34.6
 KV6014;UTM  18      - 4,448,945.708   520,831.247   MT  0.99960534   +0 09 28.5
 KV6014
 KV6014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6014!SPC NJ       -   1.00000462  x   0.99990581  =   0.99991043
 KV6014!SPC PA S     -   1.00000462  x   0.99996974  =   0.99997436
 KV6014!UTM  18      -   1.00000462  x   0.99960534  =   0.99960996
 KV6014
 KV6014                          SUPERSEDED SURVEY CONTROL
 KV6014
 KV6014  ELLIP H (05/14/99)  -29.44   (m)                       GP(       ) 4 1
 KV6014  NAD 83(1992)-  40 11 26.31138(N)    074 45 18.99863(W) AD(       ) 1
 KV6014  ELLIP H (12/16/96)  -29.49   (m)                       GP(       ) 2 1
 KV6014  NAD 83(1986)-  40 11 26.31223(N)    074 45 19.00099(W) AD(       ) 1
 KV6014  NAVD 88 (12/16/96)    3.57   (m)           11.7    (f) LEVELING    3  
 KV6014  NAVD 88 (11/02/93)    3.57   (m)           11.7    (f) LEVELING    3  
 KV6014  NGVD 29 (01/10/92)    3.888  (m)           12.76   (f) ADJUSTED    1 1
 KV6014
 KV6014.Superseded values are not recommended for survey control.
 KV6014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6014.See file dsdata.txt to determine how the superseded data were derived.
 KV6014
 KV6014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2083148946(NAD 83)
 KV6014_MARKER: DJ = TIDAL STATION DISK
 KV6014_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV6014_SP_SET: STAINLESS STEEL ROD
 KV6014_STAMPING: 9993 A 1982
 KV6014_MARK LOGO: NOS   
 KV6014_PROJECTION: FLUSH
 KV6014_MAGNETIC: I = MARKER IS A STEEL ROD
 KV6014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6014+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1995
 KV6014_ROD/PIPE-DEPTH: 7    meters
 KV6014
 KV6014  HISTORY     - Date     Condition        Report By
 KV6014  HISTORY     - 1982     MONUMENTED       NOS
 KV6014  HISTORY     - 19881111 GOOD             NJGS
 KV6014  HISTORY     - 19900512 GOOD             NJGS
 KV6014  HISTORY     - 19920821 GOOD             NJGS
 KV6014  HISTORY     - 19951129 GOOD             TWT
 KV6014  HISTORY     - 20010525 MARK NOT FOUND   NJGS
 KV6014
 KV6014                          STATION DESCRIPTION
 KV6014
 KV6014'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6014'LOCATED IN THE CITY OF TRENTON, ABOUT 165 PACES SOUTH ALONG LAMBERTON
 KV6014'AVENUE FROM THE CENTER OF A ROAD EAST LEADING TO THE TRENTON SEWAGE
 KV6014'TREATMENT PLANT, 6.55 M (21.5 FT) EAST OF THE CENTERLINE OF LAMBERTON
 KV6014'AVENUE, 2.5 M (8.2 FT) WEST OF A CHAINLINK FENCE, 20.12 M (66.0 FT)
 KV6014'SOUTH OF THE SOUTH EDGE OF A STREET DRAIN, 30.79 M (101.0 FT)
 KV6014'SOUTHEAST OF THE NORTHEAST CORNER OF A FENCE AROUND THE TRENTON MARINE
 KV6014'CENTER, THERE IS A WITNESS POST ON THE INSIDE THE FENCE OF THE
 KV6014'TREATMENT PLANT.
 KV6014
 KV6014                          STATION RECOVERY (1990)
 KV6014
 KV6014'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6014'THE STATION IS LOCATED IN THE CITY OF TRENTON, ABOUT 165 PACES SOUTH
 KV6014'ALONG LAMBERTON ROAD FROM THE CENTER OF A ROAD EAST LEADING TO THE
 KV6014'TRENTON SEWAGE TREATMENT PLANT.  THE STATION IS 6.55 M (21.49 FT)
 KV6014'EAST OF THE CENTERLINE OF LAMBERTON ROAD, 2.5 M (8.2 FT) WEST OF A
 KV6014'CHAINLINK FENCE, 20.12 M (66.01 FT) SOUTH OF THE SOUTH EDGE OF A
 KV6014'STREET DRAIN AND 30.79 M (101.02 FT) SOUTHEAST OF THE NORTHEAST
 KV6014'CORNER OF A FENCE AROUND THE TRENTON MARINE CENTER.  THERE IS A
 KV6014'WITNESS POST ON THE OUTSIDE OF THE FENCE SURROUNDING THE TREATMENT
 KV6014'PLANT.
 KV6014
 KV6014                          STATION RECOVERY (1992)
 KV6014
 KV6014'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV6014'THE STATION IS LOCATED IN THE CITY OF TRENTON, ABOUT 165 PACES SOUTH
 KV6014'ALONG LAMBERTON ROAD FROM THE CENTER OF A ROAD LEADING EAST TO THE
 KV6014'CITY OF TRENTON SEWAGE TREATMENT PLANT.  THE STATION IS 21.5 FT
 KV6014'(6.6 M) EAST FROM THE CENTERLINE OF LAMBERTON ROAD, 8.2 FT (2.5 M)
 KV6014'WEST FROM A 8 FT (2.4 M) HIGH CHAIN LINK FENCE, 66.0 FT (20.1 M) SOUTH
 KV6014'FROM THE SOUTH EDGE OF AN INLET AND 101.0 FT (30.8 M) SOUTHEAST FROM
 KV6014'THE NORTHEAST CORNER OF A FENCE SURROUNDING THE TRENTON MARINE
 KV6014'TERMINAL.  THERE IS A WITNESS POST ADJACENT TO THE STATION ON THE
 KV6014'OUTSIDE OF THE FENCE SURROUNDING THE SEWAGE TREATMENT PLANT.
 KV6014
 KV6014                          STATION RECOVERY (1995)
 KV6014
 KV6014'RECOVERY NOTE BY TWT CONS ENG 1995 (WPD)
 KV6014'RECOVERED AS DESCRIBED.
 KV6014
 KV6014                          STATION RECOVERY (2001)
 KV6014
 KV6014'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 KV6014'THE REMAINS OF THE STATION WAS RECOVERED.  THE DISK WAS MISSING AND
 KV6014'THE ROD WAS BENT.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6013 ***********************************************************************
 KV6013  TIDAL BM    -  This is a Tidal Bench Mark.
 KV6013  DESIGNATION -  853 9993 B TIDAL
 KV6013  PID         -  KV6013
 KV6013  STATE/COUNTY-  NJ/MERCER
 KV6013  USGS QUAD   -  TRENTON WEST (1995)
 KV6013
 KV6013                         *CURRENT SURVEY CONTROL
 KV6013  ___________________________________________________________________
 KV6013* NAD 83(1986)-  40 11 30.     (N)    074 45 20.     (W)     SCALED    
 KV6013* NAVD 88     -         3.949  (meters)      12.96   (feet)  ADJUSTED  
 KV6013  ___________________________________________________________________
 KV6013  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV6013  DYNAMIC HT  -           3.947 (meters)      12.95  (feet)  COMP
 KV6013  MODELED GRAV-     980,183.7   (mgal)                       NAVD 88
 KV6013
 KV6013  VERT ORDER  -  FIRST     CLASS I
 KV6013
 KV6013.The horizontal coordinates were scaled from a topographic map and have
 KV6013.an estimated accuracy of +/- 6 seconds.
 KV6013
 KV6013.The orthometric height was determined by differential leveling
 KV6013.and adjusted by the National Geodetic Survey in June 1991..
 KV6013
 KV6013.This Tidal Bench Mark is designated as VM 353
 KV6013.by the Center for Operational Oceanographic Products and Services.
 KV6013
 KV6013.The geoid height was determined by GEOID03.
 KV6013
 KV6013.The dynamic height is computed by dividing the NAVD 88
 KV6013.geopotential number by the normal gravity value computed on the
 KV6013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6013.degrees latitude (g = 980.6199 gals.).
 KV6013
 KV6013.The modeled gravity was interpolated from observed gravity values.
 KV6013
 KV6013;                    North         East    Units  Estimated Accuracy
 KV6013;SPC NJ       -   150,830.      128,240.      MT  (+/- 180 meters Scaled)
 KV6013
 KV6013                          SUPERSEDED SURVEY CONTROL
 KV6013
 KV6013  NGVD 29 (01/10/92)    4.269  (m)           14.01   (f) ADJUSTED    1 1
 KV6013
 KV6013.Superseded values are not recommended for survey control.
 KV6013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6013.See file dsdata.txt to determine how the superseded data were derived.
 KV6013
 KV6013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK208490(NAD 83)
 KV6013_MARKER: DJ = TIDAL STATION DISK
 KV6013_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV6013_SP_SET: STAINLESS STEEL ROD
 KV6013_STAMPING: 9993 B 1982
 KV6013_MARK LOGO: NOS   
 KV6013_PROJECTION: RECESSED 3 CENTIMETERS
 KV6013_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6013+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1988
 KV6013_ROD/PIPE-DEPTH: 8    meters
 KV6013
 KV6013  HISTORY     - Date     Condition        Report By
 KV6013  HISTORY     - 1982     MONUMENTED       NOS
 KV6013  HISTORY     - 19881111 GOOD             NJGS
 KV6013  HISTORY     - 20010525 MARK NOT FOUND   NJGS
 KV6013
 KV6013                          STATION DESCRIPTION
 KV6013
 KV6013'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6013'LOCATED IN THE CITY OF TRENTON, AT THE JUNCTION OF LAMBERTON AVENUE
 KV6013'AND THE ROAD LEADING EAST TO THE TRENTON SEWAGE DISPOSAL PLANT, 22.9 M
 KV6013'(75.1 FT) EAST OF THE CENTERLINE OF LAMBERTON AVENUE, 4.9 M (16.1 FT)
 KV6013'SOUTH OF THE CENTERLINE OF THE EASTBOUND ROAD TO THE SEWAGE PLANT,
 KV6013'11.98 M (39.3 FT) NORTHEAST OF A FIRE HYDRANT, 0.92 M (3.0 FT)
 KV6013'NORTHWEST OF THE WEST CORNER OF A 5 FOOT CHAIN LINK FENCE, ENCASED IN
 KV6013'A PVC PIPE.
 KV6013
 KV6013                          STATION RECOVERY (2001)
 KV6013
 KV6013'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 KV6013'THE STATION WAS NOT RECOVERED.  A NEW HIGHWAY WAS CONSTRUCTED IN THE
 KV6013'AREA. THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6011 ***********************************************************************
 KV6011  DESIGNATION -  853 9993 C TIDAL
 KV6011  PID         -  KV6011
 KV6011  STATE/COUNTY-  NJ/MERCER
 KV6011  USGS QUAD   -  TRENTON WEST (1995)
 KV6011
 KV6011                         *CURRENT SURVEY CONTROL
 KV6011  ___________________________________________________________________
 KV6011* NAD 83(1986)-  40 11 32.     (N)    074 45 21.     (W)     SCALED    
 KV6011* NAVD 88     -         5.098  (meters)      16.73   (feet)  ADJUSTED  
 KV6011  ___________________________________________________________________
 KV6011  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV6011  DYNAMIC HT  -           5.095 (meters)      16.72  (feet)  COMP
 KV6011  MODELED GRAV-     980,183.6   (mgal)                       NAVD 88
 KV6011
 KV6011  VERT ORDER  -  FIRST     CLASS II
 KV6011
 KV6011.The horizontal coordinates were scaled from a topographic map and have
 KV6011.an estimated accuracy of +/- 6 seconds.
 KV6011
 KV6011.The orthometric height was determined by differential leveling
 KV6011.and adjusted by the National Geodetic Survey in March 2005..
 KV6011.No vertical observational check was made to the station.
 KV6011
 KV6011.The geoid height was determined by GEOID03.
 KV6011
 KV6011.The dynamic height is computed by dividing the NAVD 88
 KV6011.geopotential number by the normal gravity value computed on the
 KV6011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6011.degrees latitude (g = 980.6199 gals.).
 KV6011
 KV6011.The modeled gravity was interpolated from observed gravity values.
 KV6011
 KV6011;                    North         East    Units  Estimated Accuracy
 KV6011;SPC NJ       -   150,890.      128,220.      MT  (+/- 180 meters Scaled)
 KV6011
 KV6011                          SUPERSEDED SURVEY CONTROL
 KV6011
 KV6011  NAVD 88 (06/15/91)    5.111  (m)           16.77   (f) UNKNOWN     1 1
 KV6011  NGVD 29 (01/10/92)    5.431  (m)           17.82   (f) ADJUSTED    1 1
 KV6011
 KV6011.Superseded values are not recommended for survey control.
 KV6011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6011.See file dsdata.txt to determine how the superseded data were derived.
 KV6011
 KV6011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK207491(NAD 83)
 KV6011_MARKER: DB = BENCH MARK DISK
 KV6011_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV6011_SP_SET: OUTFLOW CHAMBER PAD
 KV6011_STAMPING: 9993 C 1977
 KV6011_MARK LOGO: NOS   
 KV6011_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6011+STABILITY: SURFACE MOTION
 KV6011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6011+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6011
 KV6011  HISTORY     - Date     Condition        Report By
 KV6011  HISTORY     - 1977     MONUMENTED       NOS
 KV6011  HISTORY     - 19890611 GOOD             NJGS
 KV6011  HISTORY     - 20020202 GOOD             NJGS
 KV6011
 KV6011                          STATION DESCRIPTION
 KV6011
 KV6011'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6011'IN TRENTON, ABOUT 88 PACES NORTHWEST OF A TEE JUNCTION OF LAMBERTON
 KV6011'AVENUE WITH A ROAD EAST TO THE TRENTON SEWAGE TREATMENT PLANT, 37.8 M
 KV6011'(124.0 FT) NORTHWEST OF POLE NUMBER B62190TN, 30.9 M (101.4 FT) WEST
 KV6011'OF THE CENTERLINE OF LAMBERTON AVENUE, 0.45 METERS EAST OF A 8 FOOT
 KV6011'CHAIN LINK FENCE. THE DISK IS SET IN A DRILL HOLE IN THE NORTHWEST
 KV6011'CORNER OF A 10 BY 17 FOOT CONCRETE PAD ABOVE A WATER OUTFLOW CHAMBER
 KV6011'TO THE DELAWARE RIVER. THE STRUCTURE IS NORTH OF THE TRENTON MARINE
 KV6011'TERMINAL COMPLEX.
 KV6011
 KV6011                          STATION RECOVERY (2002)
 KV6011
 KV6011'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6011'RECOVERED AS DESCRIBED.
 KV6011' 
 KV6011' 
 KV6011'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6016 ***********************************************************************
 KV6016  TIDAL BM    -  This is a Tidal Bench Mark.
 KV6016  DESIGNATION -  853 9993 D TIDAL
 KV6016  PID         -  KV6016
 KV6016  STATE/COUNTY-  NJ/MERCER
 KV6016  USGS QUAD   -  TRENTON WEST (1995)
 KV6016
 KV6016                         *CURRENT SURVEY CONTROL
 KV6016  ___________________________________________________________________
 KV6016* NAD 83(1986)-  40 11 31.     (N)    074 45 17.     (W)     SCALED    
 KV6016* NAVD 88     -         4.071  (meters)      13.36   (feet)  ADJUSTED  
 KV6016  ___________________________________________________________________
 KV6016  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV6016  DYNAMIC HT  -           4.069 (meters)      13.35  (feet)  COMP
 KV6016  MODELED GRAV-     980,183.8   (mgal)                       NAVD 88
 KV6016
 KV6016  VERT ORDER  -  FIRST     CLASS I
 KV6016
 KV6016.The horizontal coordinates were scaled from a topographic map and have
 KV6016.an estimated accuracy of +/- 6 seconds.
 KV6016
 KV6016.The orthometric height was determined by differential leveling
 KV6016.and adjusted by the National Geodetic Survey in June 1991..
 KV6016
 KV6016.This Tidal Bench Mark is designated as VM 355
 KV6016.by the Center for Operational Oceanographic Products and Services.
 KV6016
 KV6016.The geoid height was determined by GEOID03.
 KV6016
 KV6016.The dynamic height is computed by dividing the NAVD 88
 KV6016.geopotential number by the normal gravity value computed on the
 KV6016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6016.degrees latitude (g = 980.6199 gals.).
 KV6016
 KV6016.The modeled gravity was interpolated from observed gravity values.
 KV6016
 KV6016;                    North         East    Units  Estimated Accuracy
 KV6016;SPC NJ       -   150,860.      128,310.      MT  (+/- 180 meters Scaled)
 KV6016
 KV6016                          SUPERSEDED SURVEY CONTROL
 KV6016
 KV6016  NGVD 29 (01/10/92)    4.391  (m)           14.41   (f) ADJUSTED    1 1
 KV6016
 KV6016.Superseded values are not recommended for survey control.
 KV6016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6016.See file dsdata.txt to determine how the superseded data were derived.
 KV6016
 KV6016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK208490(NAD 83)
 KV6016_MARKER: DJ = TIDAL STATION DISK
 KV6016_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV6016_SP_SET: STAINLESS STEEL ROD
 KV6016_STAMPING: 9993 D 1982
 KV6016_MARK LOGO: NOS   
 KV6016_PROJECTION: RECESSED 10 CENTIMETERS
 KV6016_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6016+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1988
 KV6016_ROD/PIPE-DEPTH: 6    meters
 KV6016
 KV6016  HISTORY     - Date     Condition        Report By
 KV6016  HISTORY     - 1982     MONUMENTED       NOS
 KV6016  HISTORY     - 19881111 GOOD             NJGS
 KV6016  HISTORY     - 20010525 MARK NOT FOUND   NJGS
 KV6016
 KV6016                          STATION DESCRIPTION
 KV6016
 KV6016'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6016'LOCATED IN THE CITY OF TRENTON, ALONG THE ROAD LEADING EAST TO THE
 KV6016'TRENTON SEWAGE DISPOSAL PLANT.  THE ROAD HAS A TEE INTERSECTION WITH
 KV6016'LAMBERTON AVENUE AT THE NORTH END OF THE TRENTON MARINE TERMINAL.  THE
 KV6016'MARK IS LOCATED 76 M (249.3 FT) EAST SOUTHEAST OF THE CENTERLINE OF
 KV6016'LAMBERTON AVENUE IN AN OFFSET CORNER OF THE EAST WEST FENCE LINE OF
 KV6016'THE TRENTON SEWAGE TREATMENT PLANT AND IS 0.9 M (3.0 FT) NORTH OF THE
 KV6016'FENCE.
 KV6016
 KV6016                          STATION RECOVERY (2001)
 KV6016
 KV6016'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 KV6016'THE STATION WAS NOT RECOVERED.  A NEW HIGHWAY WAS CONSTRUCTED IN THE
 KV6016'AREA. THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6012 ***********************************************************************
 KV6012  TIDAL BM    -  This is a Tidal Bench Mark.
 KV6012  DESIGNATION -  853 9993 E TIDAL
 KV6012  PID         -  KV6012
 KV6012  STATE/COUNTY-  NJ/MERCER
 KV6012  USGS QUAD   -  TRENTON WEST (1995)
 KV6012
 KV6012                         *CURRENT SURVEY CONTROL
 KV6012  ___________________________________________________________________
 KV6012* NAD 83(1986)-  40 11 31.     (N)    074 45 21.     (W)     SCALED    
 KV6012* NAVD 88     -         4.323  (meters)      14.18   (feet)  ADJUSTED  
 KV6012  ___________________________________________________________________
 KV6012  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV6012  DYNAMIC HT  -           4.321 (meters)      14.18  (feet)  COMP
 KV6012  MODELED GRAV-     980,183.6   (mgal)                       NAVD 88
 KV6012
 KV6012  VERT ORDER  -  FIRST     CLASS I
 KV6012
 KV6012.The horizontal coordinates were scaled from a topographic map and have
 KV6012.an estimated accuracy of +/- 6 seconds.
 KV6012
 KV6012.The orthometric height was determined by differential leveling
 KV6012.and adjusted by the National Geodetic Survey in June 1991..
 KV6012
 KV6012.This Tidal Bench Mark is designated as VM 356
 KV6012.by the Center for Operational Oceanographic Products and Services.
 KV6012
 KV6012.The geoid height was determined by GEOID03.
 KV6012
 KV6012.The dynamic height is computed by dividing the NAVD 88
 KV6012.geopotential number by the normal gravity value computed on the
 KV6012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6012.degrees latitude (g = 980.6199 gals.).
 KV6012
 KV6012.The modeled gravity was interpolated from observed gravity values.
 KV6012
 KV6012;                    North         East    Units  Estimated Accuracy
 KV6012;SPC NJ       -   150,860.      128,220.      MT  (+/- 180 meters Scaled)
 KV6012
 KV6012                          SUPERSEDED SURVEY CONTROL
 KV6012
 KV6012  NGVD 29 (01/10/92)    4.643  (m)           15.23   (f) ADJUSTED    1 1
 KV6012
 KV6012.Superseded values are not recommended for survey control.
 KV6012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6012.See file dsdata.txt to determine how the superseded data were derived.
 KV6012
 KV6012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK207490(NAD 83)
 KV6012_MARKER: DJ = TIDAL STATION DISK
 KV6012_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KV6012_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KV6012_STAMPING: 9993 E 1983
 KV6012_MARK LOGO: NOS   
 KV6012_PROJECTION: FLUSH
 KV6012_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6012+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1988
 KV6012_ROD/PIPE-DEPTH: 8    meters
 KV6012_SLEEVE-DEPTH  : 0.5 meters
 KV6012
 KV6012  HISTORY     - Date     Condition        Report By
 KV6012  HISTORY     - 1982     MONUMENTED       NOS
 KV6012  HISTORY     - 19880611 GOOD             NJGS
 KV6012  HISTORY     - 20010525 MARK NOT FOUND   NJGS
 KV6012
 KV6012                          STATION DESCRIPTION
 KV6012
 KV6012'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6012'LOCATED IN THE VICINITY OF THE REST ROOMS BRICK BUILDING AT THE NORTH
 KV6012'END OF THE TRENTON MARINE TERMINAL COMPLEX, 37.5 M (123.0 FT) NORTH
 KV6012'NORTHEAST OF THE NORTHWEST CORNER OF THE RESTROOMS, 13.4 M (44.0 FT)
 KV6012'EAST OF A CHAIN LINK FENCE, 12.7 M (41.7 FT) WEST OF THE CENTER OF
 KV6012'LAMBERTON AVENUE, 6.5 M (21.3 FT) WEST OF POWER POLE B62190TN AND 0.7
 KV6012'M (2.3 FT) SOUTH OF THE END OF THE POLE GUY WIRES.
 KV6012
 KV6012                          STATION RECOVERY (2001)
 KV6012
 KV6012'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 KV6012'THE STATION WAS NOT RECOVERED.  A NEW HIGHWAY WAS CONSTRUCTED IN THE
 KV6012'AREA. THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6015 ***********************************************************************
 KV6015  TIDAL BM    -  This is a Tidal Bench Mark.
 KV6015  DESIGNATION -  853 9993 G TIDAL
 KV6015  PID         -  KV6015
 KV6015  STATE/COUNTY-  NJ/MERCER
 KV6015  USGS QUAD   -  TRENTON WEST (1995)
 KV6015
 KV6015                         *CURRENT SURVEY CONTROL
 KV6015  ___________________________________________________________________
 KV6015* NAD 83(1986)-  40 11 15.     (N)    074 45 18.     (W)     SCALED    
 KV6015* NAVD 88     -         2.797  (meters)       9.18   (feet)  ADJUSTED  
 KV6015  ___________________________________________________________________
 KV6015  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV6015  DYNAMIC HT  -           2.796 (meters)       9.17  (feet)  COMP
 KV6015  MODELED GRAV-     980,184.6   (mgal)                       NAVD 88
 KV6015
 KV6015  VERT ORDER  -  FIRST     CLASS II
 KV6015
 KV6015.The horizontal coordinates were scaled from a topographic map and have
 KV6015.an estimated accuracy of +/- 6 seconds.
 KV6015
 KV6015.The orthometric height was determined by differential leveling
 KV6015.and adjusted by the National Geodetic Survey in March 2005..
 KV6015.No vertical observational check was made to the station.
 KV6015
 KV6015.This Tidal Bench Mark is designated as VM 358
 KV6015.by the Center for Operational Oceanographic Products and Services.
 KV6015
 KV6015.The geoid height was determined by GEOID03.
 KV6015
 KV6015.The dynamic height is computed by dividing the NAVD 88
 KV6015.geopotential number by the normal gravity value computed on the
 KV6015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6015.degrees latitude (g = 980.6199 gals.).
 KV6015
 KV6015.The modeled gravity was interpolated from observed gravity values.
 KV6015
 KV6015;                    North         East    Units  Estimated Accuracy
 KV6015;SPC NJ       -   150,360.      128,290.      MT  (+/- 180 meters Scaled)
 KV6015
 KV6015                          SUPERSEDED SURVEY CONTROL
 KV6015
 KV6015  NAVD 88 (06/15/91)    2.849  (m)            9.35   (f) UNKNOWN     1 1
 KV6015  NGVD 29 (01/10/92)    3.168  (m)           10.39   (f) ADJUSTED    1 1
 KV6015
 KV6015.Superseded values are not recommended for survey control.
 KV6015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6015.See file dsdata.txt to determine how the superseded data were derived.
 KV6015
 KV6015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK208485(NAD 83)
 KV6015_MARKER: DJ = TIDAL STATION DISK
 KV6015_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV6015_SP_SET: CULVERT
 KV6015_STAMPING: 9993 G 1983
 KV6015_MARK LOGO: NOS   
 KV6015_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6015+STABILITY: SURFACE MOTION
 KV6015_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6015+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6015
 KV6015  HISTORY     - Date     Condition        Report By
 KV6015  HISTORY     - 1983     MONUMENTED       NOS
 KV6015  HISTORY     - 19881111 GOOD             NJGS
 KV6015  HISTORY     - 20020202 GOOD             NJGS
 KV6015
 KV6015                          STATION DESCRIPTION
 KV6015
 KV6015'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6015'LOCATED IN THE CITY OF TRENTON, ABOUT 110 M (360.9 FT) SOUTH OF THE
 KV6015'NOAA TIDE STATION WHICH IS 109 M (357.6 FT) SOUTH OF THE SOUTH SIDE OF
 KV6015'THE TRENTON MARINE TERMINAL BUILDING.  THE MARK IS 8.4 M (27.6 FT)
 KV6015'WEST OF A FIVE FOOT FENCE, 4.6 M (15.1 FT) WEST OF A ASPHALT WALKWAY
 KV6015'ALONG THE RIVER AND IN THE NORTH EDGE OF A CONCRETE CULVERT.
 KV6015
 KV6015                          STATION RECOVERY (2002)
 KV6015
 KV6015'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6015'RECOVERED AS DESCRIBED.
 KV6015' 
 KV6015'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9826 ***********************************************************************
 DE9826  DESIGNATION -  853 9993 H TIDAL
 DE9826  PID         -  DE9826
 DE9826  STATE/COUNTY-  NJ/MERCER
 DE9826  USGS QUAD   -  TRENTON WEST (1995)
 DE9826
 DE9826                         *CURRENT SURVEY CONTROL
 DE9826  ___________________________________________________________________
 DE9826* NAD 83(1986)-  40 11 17.     (N)    074 45 18.     (W)     SCALED    
 DE9826* NAVD 88     -         3.486  (meters)      11.44   (feet)  ADJUSTED  
 DE9826  ___________________________________________________________________
 DE9826  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DE9826  DYNAMIC HT  -           3.485 (meters)      11.43  (feet)  COMP
 DE9826  MODELED GRAV-     980,184.4   (mgal)                       NAVD 88
 DE9826
 DE9826  VERT ORDER  -  FIRST     CLASS II
 DE9826
 DE9826.The horizontal coordinates were scaled from a topographic map and have
 DE9826.an estimated accuracy of +/- 6 seconds.
 DE9826
 DE9826.The orthometric height was determined by differential leveling
 DE9826.and adjusted by the National Geodetic Survey in March 2005..
 DE9826
 DE9826.The geoid height was determined by GEOID03.
 DE9826
 DE9826.The dynamic height is computed by dividing the NAVD 88
 DE9826.geopotential number by the normal gravity value computed on the
 DE9826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9826.degrees latitude (g = 980.6199 gals.).
 DE9826
 DE9826.The modeled gravity was interpolated from observed gravity values.
 DE9826
 DE9826;                    North         East    Units  Estimated Accuracy
 DE9826;SPC NJ       -   150,430.      128,290.      MT  (+/- 180 meters Scaled)
 DE9826
 DE9826                          SUPERSEDED SURVEY CONTROL
 DE9826
 DE9826.No superseded survey control is available for this station.
 DE9826
 DE9826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK208486(NAD 83)
 DE9826_MARKER: DJ = TIDAL STATION DISK
 DE9826_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE9826_SP_SET: SEAWALL
 DE9826_STAMPING: 9993 H 1990
 DE9826_MARK LOGO: NOS   
 DE9826_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9826+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2002
 DE9826
 DE9826  HISTORY     - Date     Condition        Report By
 DE9826  HISTORY     - 1990     MONUMENTED       NOS
 DE9826  HISTORY     - 20020707 GOOD             NJGS
 DE9826
 DE9826                          STATION DESCRIPTION
 DE9826
 DE9826'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DE9826'THE STATION IS LOCATED IN THE CITY OF TRENTON.  SET FLUSH IN A DRILL
 DE9826'HOLE IN THE TOP OF A
 DE9826'CONCRETE CAP OF A SEA WALL, ADJACENT TO THE EAST SIDE OF THE DELAWARE
 DE9826'RIVER ON THE
 DE9826'WEST SIDE OF SEVERAL WAREHOUSES.  THE STATION IS 4.9 M WEST OF AN
 DE9826'ASPHALT SIDEWALK TAHT
 DE9826'RUNS PARALLEL WITH THE RIVER, 13.1 M NORTHWEST OF THE CENTER OF A SET
 DE9826'OF DOUBLE DOORS
 DE9826'IN THE REAR OF A ONE STORY WAREHOUSE, 8.1 WEST OF AND NORMAL TO THE
 DE9826'SAME WAREHOUSE,
 DE9826'29.2 M SOUTHWEST OF THE NORTHWEST CORNER OF THE SAME WAREHOUSE.
 DE9826'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9827 ***********************************************************************
 DE9827  DESIGNATION -  853 9993 K TIDAL
 DE9827  PID         -  DE9827
 DE9827  STATE/COUNTY-  NJ/MERCER
 DE9827  USGS QUAD   -  TRENTON WEST (1995)
 DE9827
 DE9827                         *CURRENT SURVEY CONTROL
 DE9827  ___________________________________________________________________
 DE9827* NAD 83(1996)-  40 11 27.53768(N)    074 45 22.04174(W)     ADJUSTED  
 DE9827* NAVD 88     -         4.951  (meters)      16.24   (feet)  ADJUSTED  
 DE9827  ___________________________________________________________________
 DE9827  X           -   1,282,833.668 (meters)                     COMP
 DE9827  Y           -  -4,707,361.609 (meters)                     COMP
 DE9827  Z           -   4,094,189.487 (meters)                     COMP
 DE9827  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 DE9827  ELLIP HEIGHT-         -28.06  (meters)          (04/17/03) GPS OBS
 DE9827  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 DE9827  DYNAMIC HT  -           4.949 (meters)      16.24  (feet)  COMP
 DE9827  MODELED GRAV-     980,183.7   (mgal)                       NAVD 88
 DE9827
 DE9827  HORZ ORDER  -  FIRST
 DE9827  VERT ORDER  -  FIRST     CLASS II
 DE9827  ELLP ORDER  -  THIRD     CLASS I
 DE9827
 DE9827.The horizontal coordinates were established by GPS observations
 DE9827.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DE9827
 DE9827.The orthometric height was determined by differential leveling
 DE9827.and adjusted by the National Geodetic Survey in March 2005..
 DE9827
 DE9827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9827
 DE9827.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9827
 DE9827.The ellipsoidal height was determined by GPS observations
 DE9827.and is referenced to NAD 83.
 DE9827
 DE9827.The geoid height was determined by GEOID03.
 DE9827
 DE9827.The dynamic height is computed by dividing the NAVD 88
 DE9827.geopotential number by the normal gravity value computed on the
 DE9827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9827.degrees latitude (g = 980.6199 gals.).
 DE9827
 DE9827.The modeled gravity was interpolated from observed gravity values.
 DE9827
 DE9827;                    North         East     Units Scale Factor Converg.
 DE9827;SPC NJ       -   150,749.787   128,191.917   MT  0.99990585   -0 09 55.0
 DE9827;SPC NJ       -   494,584.93    420,576.31   sFT  0.99990585   -0 09 55.0
 DE9827;UTM  18      - 4,448,983.291   520,759.192   MT  0.99960530   +0 09 26.6
 DE9827
 DE9827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9827!SPC NJ       -   1.00000440  x   0.99990585  =   0.99991025
 DE9827!UTM  18      -   1.00000440  x   0.99960530  =   0.99960970
 DE9827
 DE9827:                Primary Azimuth Mark                     Grid Az
 DE9827:SPC NJ       -  11 D 4                                   041 25 33.0
 DE9827:UTM  18      -  11 D 4                                   041 06 11.4
 DE9827
 DE9827|---------------------------------------------------------------------|
 DE9827| PID    Reference Object                     Distance      Geod. Az  |
 DE9827|                                                           dddmmss.s |
 DE9827| DE9792 11 D 4                              APPROX. 0.5 KM 0411538.0 |
 DE9827|---------------------------------------------------------------------|
 DE9827
 DE9827                          SUPERSEDED SURVEY CONTROL
 DE9827
 DE9827.No superseded survey control is available for this station.
 DE9827
 DE9827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2075948983(NAD 83)
 DE9827_MARKER: DJ = TIDAL STATION DISK
 DE9827_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE9827_SP_SET: WALL
 DE9827_STAMPING: 9993 K 1990
 DE9827_MARK LOGO: NOS   
 DE9827_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9827+STABILITY: SURFACE MOTION
 DE9827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9827+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DE9827
 DE9827  HISTORY     - Date     Condition        Report By
 DE9827  HISTORY     - 1990     MONUMENTED       NJGS
 DE9827  HISTORY     - 20020202 GOOD             NJGS
 DE9827
 DE9827                          STATION DESCRIPTION
 DE9827
 DE9827'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DE9827'THE STATION IS LOCATED IN THE CITY OF TRENTON ON THE GROUNDS OF A
 DE9827'PUBLIC PARK AT THE SITE
 DE9827'OF THE FORMER TRENTON MARINE TERMINAL COMPLEX.  THE STATION IS SET
 DE9827'FLUSH IN A DRILL HOLE
 DE9827'IN THE NORTHWEST CORNER OF A 3 FT HIGH CONCRETE WALL SURROUNDING A
 DE9827'FORMER
 DE9827'PLAYGROUND AREA, NORTH OF THE MAIN TRENTON MARINE TERMINAL BUILDING.
 DE9827'TO REACH THE
 DE9827'STATION FROM THE INTERSECTION OF STATE ROUTE 129 SOUTH  AND CASS
 DE9827'STREET AT
 DE9827'WATERFRONT PARK, GO SOUTH ON STATE ROUTE 129 FOR 0.9 MI TO THE EXIT
 DE9827'FOR SOUTH
 DE9827'LAMBERTON ROAD AND DUCK ISLAND.  GO 0.1 MI DOWN THE EXIT RAMP TO THE
 DE9827'PARK AND THE
 DE9827'STATION ON THE RIGHT. THE STATION IS 27.5 M NORTH NORTHWEST FROM THE
 DE9827'NORTHWEST
 DE9827'CORNER OF THE MARINE TERMINAL BUILDING, 16.2 M EAST FROM AND NORMAL TO
 DE9827'THE CONCRETE
 DE9827'BULKHEAD, AND 15.15 M WEST FROM THE SOUTHWEST CORNER OF THE TRENTON
 DE9827'MARINE TERMINAL
 DE9827'MEMORIAL PLAQUE.
 DE9827'
 DE9827'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1079 ***********************************************************************
 KV1079  TIDAL BM    -  This is a Tidal Bench Mark.
 KV1079  DESIGNATION -  853 9993 TIDAL 2
 KV1079  PID         -  KV1079
 KV1079  STATE/COUNTY-  NJ/MERCER
 KV1079  USGS QUAD   -  TRENTON WEST (1995)
 KV1079
 KV1079                         *CURRENT SURVEY CONTROL
 KV1079  ___________________________________________________________________
 KV1079* NAD 83(1986)-  40 11 19.     (N)    074 45 18.     (W)     SCALED    
 KV1079* NAVD 88     -         4.265  (meters)      13.99   (feet)  ADJUSTED  
 KV1079  ___________________________________________________________________
 KV1079  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV1079  DYNAMIC HT  -           4.263 (meters)      13.99  (feet)  COMP
 KV1079  MODELED GRAV-     980,184.4   (mgal)                       NAVD 88
 KV1079
 KV1079  VERT ORDER  -  FIRST     CLASS II
 KV1079
 KV1079.The horizontal coordinates were scaled from a topographic map and have
 KV1079.an estimated accuracy of +/- 6 seconds.
 KV1079
 KV1079.The orthometric height was determined by differential leveling
 KV1079.and adjusted by the National Geodetic Survey in March 2005..
 KV1079.WARNING-Repeat measurements at this control monument indicate possible
 KV1079.vertical movement.
 KV1079
 KV1079.This Tidal Bench Mark is designated as VM 351
 KV1079.by the Center for Operational Oceanographic Products and Services.
 KV1079
 KV1079.The geoid height was determined by GEOID03.
 KV1079
 KV1079.The dynamic height is computed by dividing the NAVD 88
 KV1079.geopotential number by the normal gravity value computed on the
 KV1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1079.degrees latitude (g = 980.6199 gals.).
 KV1079
 KV1079.The modeled gravity was interpolated from observed gravity values.
 KV1079
 KV1079;                    North         East    Units  Estimated Accuracy
 KV1079;SPC NJ       -   150,490.      128,290.      MT  (+/- 180 meters Scaled)
 KV1079
 KV1079                          SUPERSEDED SURVEY CONTROL
 KV1079
 KV1079  NAVD 88 (06/15/91)    4.263  (m)           13.99   (f) UNKNOWN     1 1
 KV1079  NGVD 29 (01/10/92)    4.582  (m)           15.03   (f) ADJUSTED    1 1
 KV1079
 KV1079.Superseded values are not recommended for survey control.
 KV1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1079.See file dsdata.txt to determine how the superseded data were derived.
 KV1079
 KV1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK208487(NAD 83)
 KV1079_MARKER: DB = BENCH MARK DISK
 KV1079_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV1079_SP_SET: FLOOR
 KV1079_STAMPING: 2 1952
 KV1079_MARK LOGO: CGS   
 KV1079_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1079_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1079+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV1079
 KV1079  HISTORY     - Date     Condition        Report By
 KV1079  HISTORY     - 1952     MONUMENTED       CGS
 KV1079  HISTORY     - 1974     GOOD             NGS
 KV1079  HISTORY     - 19881111 GOOD             NJGS
 KV1079  HISTORY     - 20020202 GOOD             NJGS
 KV1079
 KV1079                          STATION DESCRIPTION
 KV1079
 KV1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1079'AT TRENTON.
 KV1079'AT TRENTON, AT THE TRENTON MARINE TERMINAL, ALONG RIVER ROAD
 KV1079'LEADING TO DUCK ISLAND, IN THE TOP OF THE CONCRETE WHICH SUPPORTS
 KV1079'THE BOTTOM ROLLER OF THE SOUTH SLIDING DOOR AT THE SOUTH EDGE OF
 KV1079'THE DOORWAY ON THE SOUTHERLY ONE OF TWO WAREHOUSES ON THE EAST
 KV1079'SIDE OF THE ROAD, 21.5 FEET EAST OF THE CENTER LINE OF THE ROAD,
 KV1079'DIRECTLY ACROSS FROM THE SOUTH GATE TO THE TERMINAL.
 KV1079
 KV1079                          STATION RECOVERY (1988)
 KV1079
 KV1079'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1079'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1079'IN TRENTON, AT THE TRENTON MARINE TERMINAL COMPLEX ACROSS LAMBERTON
 KV1079'AVENUE FROM THE SOUTH ENTRANCE TO THE MAIN BUILDING AT THE SOUTH ONE
 KV1079'OF TWO MATCHING WAREHOUSES. THE WAREHOUSE IS CURRENTLY BEING USED FOR
 KV1079'BOAT WORK. SET FLUSH WITH THE CONCRETE AT THE BOTTOM ROLLER FOR A
 KV1079'LARGE SLIDING DOOR AND 6.6 M (21.7 FT) EAST OF THE CENTERLINE OF
 KV1079'LAMBERTON AVENUE.
 KV1079
 KV1079                          STATION RECOVERY (2002)
 KV1079
 KV1079'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV1079'RECOVERED AS DESCRIBED.
 KV1079' 
 KV1079'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7044 ***********************************************************************
 KV7044  DESIGNATION -  8615
 KV7044  PID         -  KV7044
 KV7044  STATE/COUNTY-  NJ/OCEAN
 KV7044  USGS QUAD   -  POINT PLEASANT (1989)
 KV7044
 KV7044                         *CURRENT SURVEY CONTROL
 KV7044  ___________________________________________________________________
 KV7044* NAD 83(1996)-  40 05 29.68566(N)    074 05 56.45643(W)     ADJUSTED  
 KV7044* NAVD 88     -         8.30   (meters)      27.2    (feet)  LEVELING  
 KV7044  ___________________________________________________________________
 KV7044  X           -   1,338,685.548 (meters)                     COMP
 KV7044  Y           -  -4,699,185.725 (meters)                     COMP
 KV7044  Z           -   4,085,754.026 (meters)                     COMP
 KV7044  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 KV7044  ELLIP HEIGHT-         -24.67  (meters)          (10/23/02) GPS OBS
 KV7044  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KV7044
 KV7044  HORZ ORDER  -  FIRST
 KV7044  VERT ORDER  -  THIRD ?
 KV7044  ELLP ORDER  -  FOURTH    CLASS I
 KV7044
 KV7044.The horizontal coordinates were established by GPS observations
 KV7044.and adjusted by the National Geodetic Survey in May 1999..
 KV7044
 KV7044.The orthometric height was determined by differential leveling.
 KV7044.The vertical network tie was performed by a horz. field party for horz.
 KV7044.obs reductions. Reset procedures were used to establish the elevation.
 KV7044
 KV7044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7044
 KV7044.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7044
 KV7044.The ellipsoidal height was determined by GPS observations
 KV7044.and is referenced to NAD 83.
 KV7044
 KV7044.The geoid height was determined by GEOID03.
 KV7044
 KV7044;                    North         East     Units Scale Factor Converg.
 KV7044;SPC NJ       -   139,759.007   184,192.439   MT  0.99991439   +0 15 29.7
 KV7044;SPC NJ       -   458,526.01    604,304.69   sFT  0.99991439   +0 15 29.7
 KV7044;UTM  18      - 4,438,310.640   576,805.458   MT  0.99967262   +0 34 49.0
 KV7044
 KV7044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7044!SPC NJ       -   1.00000387  x   0.99991439  =   0.99991826
 KV7044!UTM  18      -   1.00000387  x   0.99967262  =   0.99967649
 KV7044
 KV7044                          SUPERSEDED SURVEY CONTROL
 KV7044
 KV7044  ELLIP H (05/14/99)  -24.69   (m)                       GP(       ) 4 1
 KV7044  NAD 83(1986)-  40 05 29.68613(N)    074 05 56.46081(W) AD(       ) 1
 KV7044
 KV7044.Superseded values are not recommended for survey control.
 KV7044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7044.See file dsdata.txt to determine how the superseded data were derived.
 KV7044
 KV7044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7680538311(NAD 83)
 KV7044_MARKER: DB = BENCH MARK DISK
 KV7044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7044_SP_SET: CONCRETE POST
 KV7044_STAMPING: NO. 8615
 KV7044_MARK LOGO: NJGS  
 KV7044_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7044+STABILITY: SURFACE MOTION
 KV7044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7044+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1993
 KV7044
 KV7044  HISTORY     - Date     Condition        Report By
 KV7044  HISTORY     - 1945     MONUMENTED       NJGS
 KV7044  HISTORY     - 19930426 GOOD
 KV7044
 KV7044                          STATION DESCRIPTION
 KV7044
 KV7044'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1945
 KV7044'STATION IS LOCATED IN BRICK TOWNSHIP.
 KV7044'STATION IS A STANDARD N.J.G.C.S. DISK SET IN CONCRETE ON THE NORTH
 KV7044'SIDE OF ROUTE 70 AT THE INTERSECTION WITH BURNT TAVERN ROAD, 2.55 MI
 KV7044'(4.10 KM) NORTHEAST OF THE INTERSECTION OF ROUTE 70 AND ROUTE 88.
 KV7044'STATION IS LOCATED 41.8 FT (12.74 M) NORTHWEST OF THE EDGE OF PAVE OF
 KV7044'ROUTE 70, 39.9 FT (12.16 M) NORTHWEST OF THE DOWNGUY TO A POWERPOLE,
 KV7044'45.65 FT (13.91 M) NORTH OF THE POWER POLE.
 KV7044
 KV7044                          STATION RECOVERY (1993)
 KV7044
 KV7044'RECOVERED 1993
 KV7044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7045 ***********************************************************************
 KV7045  DESIGNATION -  8617
 KV7045  PID         -  KV7045
 KV7045  STATE/COUNTY-  NJ/OCEAN
 KV7045  USGS QUAD   -  POINT PLEASANT (1989)
 KV7045
 KV7045                         *CURRENT SURVEY CONTROL
 KV7045  ___________________________________________________________________
 KV7045* NAD 83(1996)-  40 05 46.18443(N)    074 05 20.14064(W)     ADJUSTED  
 KV7045* NAVD 88     -         4.73   (meters)      15.5    (feet)  LEVELING  
 KV7045  ___________________________________________________________________
 KV7045  X           -   1,339,422.284 (meters)                     COMP
 KV7045  Y           -  -4,698,632.135 (meters)                     COMP
 KV7045  Z           -   4,086,141.000 (meters)                     COMP
 KV7045  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 KV7045  ELLIP HEIGHT-         -28.26  (meters)          (10/23/02) GPS OBS
 KV7045  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KV7045
 KV7045  HORZ ORDER  -  FIRST
 KV7045  VERT ORDER  -  THIRD ?
 KV7045  ELLP ORDER  -  FOURTH    CLASS I
 KV7045
 KV7045.The horizontal coordinates were established by GPS observations
 KV7045.and adjusted by the National Geodetic Survey in May 1999..
 KV7045
 KV7045.The orthometric height was determined by differential leveling.
 KV7045.The vertical network tie was performed by a horz. field party for horz.
 KV7045.obs reductions. Reset procedures were used to establish the elevation.
 KV7045
 KV7045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7045
 KV7045.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7045
 KV7045.The ellipsoidal height was determined by GPS observations
 KV7045.and is referenced to NAD 83.
 KV7045
 KV7045.The geoid height was determined by GEOID03.
 KV7045
 KV7045;                    North         East     Units Scale Factor Converg.
 KV7045;SPC NJ       -   140,271.763   185,050.283   MT  0.99991512   +0 15 53.1
 KV7045;SPC NJ       -   460,208.28    607,119.14   sFT  0.99991512   +0 15 53.1
 KV7045;UTM  18      - 4,438,828.085   577,660.200   MT  0.99967424   +0 35 12.6
 KV7045
 KV7045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7045!SPC NJ       -   1.00000443  x   0.99991512  =   0.99991955
 KV7045!UTM  18      -   1.00000443  x   0.99967424  =   0.99967867
 KV7045
 KV7045                          SUPERSEDED SURVEY CONTROL
 KV7045
 KV7045  ELLIP H (05/14/99)  -28.28   (m)                       GP(       ) 4 1
 KV7045  NAD 83(1986)-  40 05 46.18500(N)    074 05 20.14506(W) AD(       ) 1
 KV7045
 KV7045.Superseded values are not recommended for survey control.
 KV7045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7045.See file dsdata.txt to determine how the superseded data were derived.
 KV7045
 KV7045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7766038828(NAD 83)
 KV7045_MARKER: DB = BENCH MARK DISK
 KV7045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7045_SP_SET: CONCRETE POST
 KV7045_STAMPING: NO. 8617
 KV7045_MARK LOGO: NJGS  
 KV7045_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7045+STABILITY: SURFACE MOTION
 KV7045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7045+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1993
 KV7045
 KV7045  HISTORY     - Date     Condition        Report By
 KV7045  HISTORY     - 1945     MONUMENTED       NJGS
 KV7045  HISTORY     - 19930426 GOOD             MCCRON
 KV7045
 KV7045                          STATION DESCRIPTION
 KV7045
 KV7045'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7045'STATION IS LOCATED IN BRICK TOWNSHIP.
 KV7045'TO REACH FROM THE INTERSECTION OF ROUTE 70 AND ROUTE 88 GO NORTHEAST
 KV7045'ON ROUTE 70 FOR 2.7 MI (4.35 KM) TO THE INTERSECTION WITH RIVER ROAD
 KV7045'AND STATION ON THE RIGHT.
 KV7045'STATION IS LOCATED ON THE SOUTHWEST SIDE OF THE INTERSECTION, 6.0 FT
 KV7045'(1.83 M) SOUTH OF TRAFFIC CONTROL SIGNAL POLE, 35.0 FT (10.67 M)
 KV7045'NORTHEAST OF A B.T.M.U.A. MANHOLE AND 98.0 FT (29.87 M) NORTH OF POWER
 KV7045'POLE BT795BK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4235 ***********************************************************************
 JU4235  DESIGNATION -  8657
 JU4235  PID         -  JU4235
 JU4235  STATE/COUNTY-  NJ/OCEAN
 JU4235  USGS QUAD   -  FORKED RIVER (1989)
 JU4235
 JU4235                         *CURRENT SURVEY CONTROL
 JU4235  ___________________________________________________________________
 JU4235* NAD 83(1986)-  39 51 59.     (N)    074 10 08.     (W)     SCALED    
 JU4235* NAVD 88     -         2.638  (meters)       8.65   (feet)  ADJUSTED  
 JU4235  ___________________________________________________________________
 JU4235  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU4235  DYNAMIC HT  -           2.637 (meters)       8.65  (feet)  COMP
 JU4235  MODELED GRAV-     980,163.8   (mgal)                       NAVD 88
 JU4235
 JU4235  VERT ORDER  -  FIRST     CLASS II
 JU4235
 JU4235.The horizontal coordinates were scaled from a topographic map and have
 JU4235.an estimated accuracy of +/- 6 seconds.
 JU4235
 JU4235.The orthometric height was determined by differential leveling
 JU4235.and adjusted by the National Geodetic Survey in January 1994..
 JU4235
 JU4235.The geoid height was determined by GEOID03.
 JU4235
 JU4235.The dynamic height is computed by dividing the NAVD 88
 JU4235.geopotential number by the normal gravity value computed on the
 JU4235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4235.degrees latitude (g = 980.6199 gals.).
 JU4235
 JU4235.The modeled gravity was interpolated from observed gravity values.
 JU4235
 JU4235;                    North         East    Units  Estimated Accuracy
 JU4235;SPC NJ       -   114,730.      178,330.      MT  (+/- 180 meters Scaled)
 JU4235
 JU4235                          SUPERSEDED SURVEY CONTROL
 JU4235
 JU4235  NGVD 29 (01/10/92)    3.009  (m)            9.87   (f) ADJUSTED    1 2
 JU4235
 JU4235.Superseded values are not recommended for survey control.
 JU4235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4235.See file dsdata.txt to determine how the superseded data were derived.
 JU4235
 JU4235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK710132(NAD 83)
 JU4235_MARKER: DD = SURVEY DISK
 JU4235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4235_SP_SET: CONCRETE POST
 JU4235_STAMPING: 8657
 JU4235_MARK LOGO: NJGS  
 JU4235_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4235+STABILITY: SURFACE MOTION
 JU4235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4235+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 JU4235
 JU4235  HISTORY     - Date     Condition        Report By
 JU4235  HISTORY     - UNK      MONUMENTED       NJGS
 JU4235  HISTORY     - 19910312 GOOD             NJGS
 JU4235
 JU4235                          STATION DESCRIPTION
 JU4235
 JU4235'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 JU4235'THE STATION IS LOCATED IN LACEY TOWNSHIP ON THE NORTHEAST SIDE OF U.S.
 JU4235'HIGHWAY 9, IN LANOKA HARBOR, IN FRONT OF A ONE AND ONE HALF STORY
 JU4235'STUCCO DWELLING AND JUST SOUTH OF THE INTERSECTION WITH WARREN
 JU4235'STREET.  TO REACH THE STATION FROM THE U.S. HIGHWAY 9 BRIDGE CROSSING
 JU4235'CEDAR CREEK, GO ABOUT 0.27 KM (0.17 MI) SOUTH ON U.S. HIGHWAY 9 TO
 JU4235'THE STATION ON THE LEFT. THE STATION IS 18.4 M (60.4 FT) WEST OF THE
 JU4235'NORTHWEST CORNER OF THE HOUSE AND 20.3 M (66.6 FT) NORTHWEST FROM THE
 JU4235'SOUTHWEST CORNER OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6263 ***********************************************************************
 KV6263  DESIGNATION -  8694
 KV6263  PID         -  KV6263
 KV6263  STATE/COUNTY-  NJ/MONMOUTH
 KV6263  USGS QUAD   -  ASBURY PARK (1989)
 KV6263
 KV6263                         *CURRENT SURVEY CONTROL
 KV6263  ___________________________________________________________________
 KV6263* NAD 83(1986)-  40 10 33.     (N)    074 02 12.     (W)     SCALED    
 KV6263* NAVD 88     -         3.756  (meters)      12.32   (feet)  ADJUSTED  
 KV6263  ___________________________________________________________________
 KV6263  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV6263  DYNAMIC HT  -           3.754 (meters)      12.32  (feet)  COMP
 KV6263  MODELED GRAV-     980,166.5   (mgal)                       NAVD 88
 KV6263
 KV6263  VERT ORDER  -  FIRST     CLASS II
 KV6263
 KV6263.The horizontal coordinates were scaled from a topographic map and have
 KV6263.an estimated accuracy of +/- 6 seconds.
 KV6263
 KV6263.The orthometric height was determined by differential leveling
 KV6263.and adjusted by the National Geodetic Survey in June 1991..
 KV6263
 KV6263.The geoid height was determined by GEOID03.
 KV6263
 KV6263.The dynamic height is computed by dividing the NAVD 88
 KV6263.geopotential number by the normal gravity value computed on the
 KV6263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6263.degrees latitude (g = 980.6199 gals.).
 KV6263
 KV6263.The modeled gravity was interpolated from observed gravity values.
 KV6263
 KV6263;                    North         East    Units  Estimated Accuracy
 KV6263;SPC NJ       -   149,140.      189,460.      MT  (+/- 180 meters Scaled)
 KV6263
 KV6263                          SUPERSEDED SURVEY CONTROL
 KV6263
 KV6263  NGVD 29 (01/10/92)    4.085  (m)           13.40   (f) ADJUSTED    1 2
 KV6263
 KV6263.Superseded values are not recommended for survey control.
 KV6263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6263.See file dsdata.txt to determine how the superseded data were derived.
 KV6263
 KV6263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK820477(NAD 83)
 KV6263_MARKER: DD = SURVEY DISK
 KV6263_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6263_SP_SET: SIDEWALK
 KV6263_STAMPING: 8694
 KV6263_MARK LOGO: NJGS  
 KV6263_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6263+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1996
 KV6263
 KV6263  HISTORY     - Date     Condition        Report By
 KV6263  HISTORY     - 1953     MONUMENTED       NJGS
 KV6263  HISTORY     - 19890509 GOOD             NJGS
 KV6263  HISTORY     - 19960906 GOOD             NJGS
 KV6263
 KV6263                          STATION DESCRIPTION
 KV6263
 KV6263'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6263'THE STATION IS IN BELMAR, AT THE TEE JUNCTION OF MAPLEWOOD ROAD AND
 KV6263'SIXTEENTH AVENUE, SET IN A DRILL HOLE IN THE SIDEWALK LEADING TO
 KV6263'HOUSE NUMBER 1209 SIXTEENTH AVENUE.  THE STATION IS 0.054 M (0.177
 KV6263'FT) SOUTH FROM THE SOUTH CURB OF SIXTEENTH AVENUE, 2.35 M (7.71 FT)
 KV6263'NORTH FROM THE SOUTH EDGE OF THE EAST WEST SIDEWALK AND 3.59 M (11.78
 KV6263'FT) EAST FROM THE CENTER OF A ROUND MANHOLE COVER.
 KV6263
 KV6263                          STATION RECOVERY (1996)
 KV6263
 KV6263'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV6263'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0592 ***********************************************************************
 JU0592  DESIGNATION -  87
 JU0592  PID         -  JU0592
 JU0592  STATE/COUNTY-  NJ/BURLINGTON
 JU0592  USGS QUAD   -  CHATSWORTH (1957)
 JU0592
 JU0592                         *CURRENT SURVEY CONTROL
 JU0592  ___________________________________________________________________
 JU0592* NAD 83(1986)-  39 47 49.     (N)    074 34 48.     (W)     SCALED    
 JU0592* NAVD 88     -        29.796  (meters)      97.76   (feet)  ADJUSTED  
 JU0592  ___________________________________________________________________
 JU0592  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU0592  DYNAMIC HT  -          29.782 (meters)      97.71  (feet)  COMP
 JU0592  MODELED GRAV-     980,161.3   (mgal)                       NAVD 88
 JU0592
 JU0592  VERT ORDER  -  SECOND    CLASS 0
 JU0592
 JU0592.The horizontal coordinates were scaled from a topographic map and have
 JU0592.an estimated accuracy of +/- 6 seconds.
 JU0592
 JU0592.The orthometric height was determined by differential leveling
 JU0592.and adjusted by the National Geodetic Survey in June 1991..
 JU0592
 JU0592.The geoid height was determined by GEOID03.
 JU0592
 JU0592.The dynamic height is computed by dividing the NAVD 88
 JU0592.geopotential number by the normal gravity value computed on the
 JU0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0592.degrees latitude (g = 980.6199 gals.).
 JU0592
 JU0592.The modeled gravity was interpolated from observed gravity values.
 JU0592
 JU0592;                    North         East    Units  Estimated Accuracy
 JU0592;SPC NJ       -   106,970.      143,150.      MT  (+/- 180 meters Scaled)
 JU0592
 JU0592                          SUPERSEDED SURVEY CONTROL
 JU0592
 JU0592  NGVD 29 (??/??/??)   30.176  (m)           99.00   (f) ADJUSTED    2 0
 JU0592
 JU0592.Superseded values are not recommended for survey control.
 JU0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0592.See file dsdata.txt to determine how the superseded data were derived.
 JU0592
 JU0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK359053(NAD 83)
 JU0592_MARKER: Z = SEE DESCRIPTION
 JU0592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0592_SP_SET: MILEPOST BASE
 JU0592_MARK LOGO: CNJRR 
 JU0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0592
 JU0592  HISTORY     - Date     Condition        Report By
 JU0592  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0592  HISTORY     - 1935     GOOD             CGS
 JU0592  HISTORY     - 1947     GOOD             CGS
 JU0592  HISTORY     - 19950303 MARK NOT FOUND   NJGS
 JU0592
 JU0592                          STATION DESCRIPTION
 JU0592
 JU0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0592'2.7 MI SW FROM CHATSWORTH.
 JU0592'2.7 MILES SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0592'THE STATION AT CHATSWORTH, BURLINGTON COUNTY, AT MILEPOST 87,
 JU0592'IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER LINE
 JU0592'OF THE TRACK.  A RAISED LUG.
 JU0592
 JU0592                          STATION RECOVERY (1947)
 JU0592
 JU0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JU0592'RECOVERED IN GOOD CONDITION.
 JU0592
 JU0592                          STATION RECOVERY (1995)
 JU0592
 JU0592'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0592'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0592'SEARCH BY A TWO MAN PARTY.  ONLY THE CONCRETE BASE THAT SUPPORTED THE
 JU0592'IRON POST AND BASE WAS FOUND.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1268 ***********************************************************************
 KV1268  DESIGNATION -  874.1 NJGS
 KV1268  PID         -  KV1268
 KV1268  STATE/COUNTY-  NJ/MORRIS
 KV1268  USGS QUAD   -  STANHOPE (1981)
 KV1268
 KV1268                         *CURRENT SURVEY CONTROL
 KV1268  ___________________________________________________________________
 KV1268* NAD 83(1986)-  40 53 51.     (N)    074 42 27.     (W)     SCALED    
 KV1268* NAVD 88     -       266.372  (meters)     873.92   (feet)  ADJUSTED  
 KV1268  ___________________________________________________________________
 KV1268  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV1268  DYNAMIC HT  -         266.249 (meters)     873.52  (feet)  COMP
 KV1268  MODELED GRAV-     980,157.2   (mgal)                       NAVD 88
 KV1268
 KV1268  VERT ORDER  -  SECOND    CLASS 0
 KV1268
 KV1268.The horizontal coordinates were scaled from a topographic map and have
 KV1268.an estimated accuracy of +/- 6 seconds.
 KV1268
 KV1268.The orthometric height was determined by differential leveling
 KV1268.and adjusted by the National Geodetic Survey in June 1991..
 KV1268
 KV1268.The geoid height was determined by GEOID03.
 KV1268
 KV1268.The dynamic height is computed by dividing the NAVD 88
 KV1268.geopotential number by the normal gravity value computed on the
 KV1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1268.degrees latitude (g = 980.6199 gals.).
 KV1268
 KV1268.The modeled gravity was interpolated from observed gravity values.
 KV1268
 KV1268;                    North         East    Units  Estimated Accuracy
 KV1268;SPC NJ       -   229,190.      132,520.      MT  (+/- 180 meters Scaled)
 KV1268
 KV1268                          SUPERSEDED SURVEY CONTROL
 KV1268
 KV1268  NGVD 29 (??/??/??)  266.587  (m)          874.63   (f) ADJUSTED    2 0
 KV1268
 KV1268.Superseded values are not recommended for survey control.
 KV1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1268.See file dsdata.txt to determine how the superseded data were derived.
 KV1268
 KV1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL246274(NAD 83)
 KV1268_MARKER: X = CHISELED CROSS
 KV1268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1268_SP_SET: STONE STEP
 KV1268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1268
 KV1268  HISTORY     - Date     Condition        Report By
 KV1268  HISTORY     - UNK      MONUMENTED       NJGS
 KV1268  HISTORY     - 1942     MARK NOT FOUND   CGS
 KV1268
 KV1268                          STATION DESCRIPTION
 KV1268
 KV1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1268'AT NETCONG.
 KV1268'AT NETCONG, MORRIS COUNTY, AT THE NORTH SIDE OF THE DELAWARE,
 KV1268'LACKAWANNA AND WESTERN RAILROAD STATION, AT THE EAST DOOR, ABOUT
 KV1268'6 YARDS SOUTH OF THE SOUTH RAIL, AND ON THE TOP OF THE NORTHEAST
 KV1268'CORNER OF THE STONE STEP.  A CHISELED CROSS.  NOTE-- IN DECEMBER
 KV1268'1934 IT WAS REPORTED THAT THE CHISELED CROSS WAS BARELY DISCERNIBLE.
 KV1268'NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE
 KV1268'ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE
 KV1268'LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9378 ***********************************************************************
 AI9378  DESIGNATION -  8770
 AI9378  PID         -  AI9378
 AI9378  STATE/COUNTY-  NJ/CAPE MAY
 AI9378  USGS QUAD   -  WOODBINE (1972)
 AI9378
 AI9378                         *CURRENT SURVEY CONTROL
 AI9378  ___________________________________________________________________
 AI9378* NAD 83(1986)-  39 07 36.     (N)    074 47 04.     (W)     SCALED    
 AI9378* NAVD 88     -         5.894  (meters)      19.34   (feet)  ADJUSTED  
 AI9378  ___________________________________________________________________
 AI9378  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 AI9378  DYNAMIC HT  -           5.890 (meters)      19.32  (feet)  COMP
 AI9378  MODELED GRAV-     980,072.1   (mgal)                       NAVD 88
 AI9378
 AI9378  VERT ORDER  -  FIRST     CLASS II
 AI9378
 AI9378.The horizontal coordinates were scaled from a topographic map and have
 AI9378.an estimated accuracy of +/- 6 seconds.
 AI9378
 AI9378.The orthometric height was determined by differential leveling
 AI9378.and adjusted by the National Geodetic Survey in March 2001..
 AI9378
 AI9378.The geoid height was determined by GEOID03.
 AI9378
 AI9378.The dynamic height is computed by dividing the NAVD 88
 AI9378.geopotential number by the normal gravity value computed on the
 AI9378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9378.degrees latitude (g = 980.6199 gals.).
 AI9378
 AI9378.The modeled gravity was interpolated from observed gravity values.
 AI9378
 AI9378;                    North         East    Units  Estimated Accuracy
 AI9378;SPC NJ       -    32,600.      125,410.      MT  (+/- 180 meters Scaled)
 AI9378
 AI9378                          SUPERSEDED SURVEY CONTROL
 AI9378
 AI9378.No superseded survey control is available for this station.
 AI9378
 AI9378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ186308(NAD 83)
 AI9378_MARKER: DD = SURVEY DISK
 AI9378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9378_STAMPING: 8770
 AI9378_MARK LOGO: NJGS  
 AI9378_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9378+STABILITY: SURFACE MOTION
 AI9378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9378+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1998
 AI9378
 AI9378  HISTORY     - Date     Condition        Report By
 AI9378  HISTORY     - 1940     MONUMENTED       NJGS
 AI9378  HISTORY     - 19980724 GOOD             NJGS
 AI9378
 AI9378                          STATION DESCRIPTION
 AI9378
 AI9378'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9378'THE STATION IS LOCATED IN MIDDLE TOWNSHIP ON THE SOUTHEAST SIDE OF U.S
 AI9378'HIGHWAY 9.  TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 AI9378'9 AND AVALON BOULEVARD, COUNTY ROAD 601 IN SWAINTON, GO SOUTHWEST ON
 AI9378'U.S.  HIGHWAY 9 FOR 0.30 MI (0.48 KM) TO THE STATION ON THE LEFT, SET
 AI9378'ABOUT 0.2 FT (6.1 CM) BELOW THE GROUND, BETWEEN A SEMI CIRCULAR
 AI9378'ASPHALT PAVED DRIVEWAY.  THE STATION IS 5.8 M (19.0 FT) SOUTH
 AI9378'SOUTHEAST FROM THE CENTERLINE OF U.S.  HIGHWAY 9, 10.0 M (32.8 FT)
 AI9378'WEST SOUTHWEST FROM WOOD UTILITY POLE NUMBER 151, 20.1 M (65.9 FT)
 AI9378'SOUTH SOUTHWEST ALONG U.S.  HIGHWAY FROM THE RANGE OF WOOD UTILITY
 AI9378'POLE NUMBER W 1318 AND 24.7 M (81.0 FT) NORTHEAST FROM WOOD UTILITY
 AI9378'POLE NUMBER W 36676.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0422 ***********************************************************************
 JU0422  DESIGNATION -  8784
 JU0422  PID         -  JU0422
 JU0422  STATE/COUNTY-  NJ/CAPE MAY
 JU0422  USGS QUAD   -  STONE HARBOR (1972)
 JU0422
 JU0422                         *CURRENT SURVEY CONTROL
 JU0422  ___________________________________________________________________
 JU0422* NAD 83(1986)-  39 04 31.     (N)    074 49 37.     (W)     SCALED    
 JU0422* NAVD 88     -         5.453  (meters)      17.89   (feet)  ADJUSTED  
 JU0422  ___________________________________________________________________
 JU0422  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 JU0422  DYNAMIC HT  -           5.450 (meters)      17.88  (feet)  COMP
 JU0422  MODELED GRAV-     980,064.8   (mgal)                       NAVD 88
 JU0422
 JU0422  VERT ORDER  -  FIRST     CLASS II
 JU0422
 JU0422.The horizontal coordinates were scaled from a topographic map and have
 JU0422.an estimated accuracy of +/- 6 seconds.
 JU0422
 JU0422.The orthometric height was determined by differential leveling
 JU0422.and adjusted by the National Geodetic Survey in June 1991..
 JU0422
 JU0422.The geoid height was determined by GEOID03.
 JU0422
 JU0422.The dynamic height is computed by dividing the NAVD 88
 JU0422.geopotential number by the normal gravity value computed on the
 JU0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0422.degrees latitude (g = 980.6199 gals.).
 JU0422
 JU0422.The modeled gravity was interpolated from observed gravity values.
 JU0422
 JU0422;                    North         East    Units  Estimated Accuracy
 JU0422;SPC NJ       -    26,910.      121,710.      MT  (+/- 180 meters Scaled)
 JU0422
 JU0422                          SUPERSEDED SURVEY CONTROL
 JU0422
 JU0422  NGVD 29 (04/16/92)    5.855  (m)           19.21   (f) ADJUSTED    1 2
 JU0422
 JU0422.Superseded values are not recommended for survey control.
 JU0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0422.See file dsdata.txt to determine how the superseded data were derived.
 JU0422
 JU0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ149251(NAD 83)
 JU0422_MARKER: DD = SURVEY DISK
 JU0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0422_STAMPING: 8784
 JU0422_MARK LOGO: NJGS  
 JU0422_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0422+STABILITY: SURFACE MOTION
 JU0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0422+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997
 JU0422
 JU0422  HISTORY     - Date     Condition        Report By
 JU0422  HISTORY     - 1941     MONUMENTED       NJGS
 JU0422  HISTORY     - 1961     GOOD             CGS
 JU0422  HISTORY     - 1979     GOOD             NGS
 JU0422  HISTORY     - 19970813 GOOD             NJGS
 JU0422
 JU0422                          STATION DESCRIPTION
 JU0422
 JU0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0422'0.5 MI SW FROM CAPE MAY COURT HOUSE.
 JU0422'0.5 MILE SOUTHWEST ON U.S. HIGHWAY 9 FROM THE COURT HOUSE IN CAPE
 JU0422'MAY COURT HOUSE.  31 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY
 JU0422'9, 1.5 FEET NORTHEAST OF THE NORTHEAST CURB OF COLONIAL AVENUE
 JU0422'AND 1.5 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE SIDEWALK ON
 JU0422'THE NORTHEAST SIDE OF COLONIAL AVENUE.  SET IN THE TOP OF A
 JU0422'CONCRETE POST PROJECTING 1 INCH.
 JU0422
 JU0422                          STATION RECOVERY (1979)
 JU0422
 JU0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0422'RECOVERED IN GOOD CONDITION.
 JU0422
 JU0422                          STATION RECOVERY (1997)
 JU0422
 JU0422'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU0422'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0448 ***********************************************************************
 JU0448  DESIGNATION -  8793 NJGS
 JU0448  PID         -  JU0448
 JU0448  STATE/COUNTY-  NJ/CAPE MAY
 JU0448  USGS QUAD   -  STONE HARBOR (1972)
 JU0448
 JU0448                         *CURRENT SURVEY CONTROL
 JU0448  ___________________________________________________________________
 JU0448* NAD 83(1986)-  39 03 16.     (N)    074 45 38.     (W)     SCALED    
 JU0448* NAVD 88     -         1.091  (meters)       3.58   (feet)  ADJUSTED  
 JU0448  ___________________________________________________________________
 JU0448  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 JU0448  DYNAMIC HT  -           1.090 (meters)       3.58  (feet)  COMP
 JU0448  MODELED GRAV-     980,059.9   (mgal)                       NAVD 88
 JU0448
 JU0448  VERT ORDER  -  SECOND    CLASS 0
 JU0448
 JU0448.The horizontal coordinates were scaled from a topographic map and have
 JU0448.an estimated accuracy of +/- 6 seconds.
 JU0448
 JU0448.The orthometric height was determined by differential leveling
 JU0448.and adjusted by the National Geodetic Survey in June 1991..
 JU0448
 JU0448.The geoid height was determined by GEOID03.
 JU0448
 JU0448.The dynamic height is computed by dividing the NAVD 88
 JU0448.geopotential number by the normal gravity value computed on the
 JU0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0448.degrees latitude (g = 980.6199 gals.).
 JU0448
 JU0448.The modeled gravity was interpolated from observed gravity values.
 JU0448
 JU0448;                    North         East    Units  Estimated Accuracy
 JU0448;SPC NJ       -    24,580.      127,450.      MT  (+/- 180 meters Scaled)
 JU0448
 JU0448                          SUPERSEDED SURVEY CONTROL
 JU0448
 JU0448  NGVD 29 (04/16/92)    1.492  (m)            4.89   (f) ADJUSTED    2 0
 JU0448
 JU0448.Superseded values are not recommended for survey control.
 JU0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0448.See file dsdata.txt to determine how the superseded data were derived.
 JU0448
 JU0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ207228(NAD 83)
 JU0448_MARKER: DD = SURVEY DISK
 JU0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0448_STAMPING: 8793
 JU0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0448+STABILITY: SURFACE MOTION
 JU0448
 JU0448  HISTORY     - Date     Condition        Report By
 JU0448  HISTORY     - UNK      MONUMENTED       NJGS
 JU0448  HISTORY     - 1961     GOOD             CGS
 JU0448  HISTORY     - 20060917 MARK NOT FOUND   GEOCAC
 JU0448
 JU0448                          STATION DESCRIPTION
 JU0448
 JU0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0448'AT STONE HARBOR.
 JU0448'21 FEET SOUTHEAST OF THE CENTER LINE OF 3RD AVENUE (OCEAN DRIVE),
 JU0448'18 FEET NORTHEAST OF THE NORTHEAST CURB OF 96TH STREET AND 6.5
 JU0448'FEET NORTHEAST OF POWER LINE POLE ACE 6289.  SET IN THE TOP OF A
 JU0448'CONCRETE POST LEVEL WITH THE PAVEMENT LEADING TO A SERVICE STATION.
 JU0448
 JU0448                          STATION RECOVERY (2006)
 JU0448
 JU0448'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JU0448'SERVICE STATION HAS BEEN REMOVED - ENTIRE AREA HAS BEEN REPAVED AND
 JU0448'NEW BUILDINGS ADDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0593 ***********************************************************************
 JU0593  DESIGNATION -  88 CNJRR
 JU0593  PID         -  JU0593
 JU0593  STATE/COUNTY-  NJ/BURLINGTON
 JU0593  USGS QUAD   -  CHATSWORTH (1957)
 JU0593
 JU0593                         *CURRENT SURVEY CONTROL
 JU0593  ___________________________________________________________________
 JU0593* NAD 83(1986)-  39 47 23.     (N)    074 35 46.     (W)     SCALED    
 JU0593* NAVD 88     -        26.239  (meters)      86.09   (feet)  ADJUSTED  
 JU0593  ___________________________________________________________________
 JU0593  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU0593  DYNAMIC HT  -          26.227 (meters)      86.05  (feet)  COMP
 JU0593  MODELED GRAV-     980,160.9   (mgal)                       NAVD 88
 JU0593
 JU0593  VERT ORDER  -  SECOND    CLASS 0
 JU0593
 JU0593.The horizontal coordinates were scaled from a topographic map and have
 JU0593.an estimated accuracy of +/- 6 seconds.
 JU0593
 JU0593.The orthometric height was determined by differential leveling
 JU0593.and adjusted by the National Geodetic Survey in June 1991..
 JU0593
 JU0593.The geoid height was determined by GEOID03.
 JU0593
 JU0593.The dynamic height is computed by dividing the NAVD 88
 JU0593.geopotential number by the normal gravity value computed on the
 JU0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0593.degrees latitude (g = 980.6199 gals.).
 JU0593
 JU0593.The modeled gravity was interpolated from observed gravity values.
 JU0593
 JU0593;                    North         East    Units  Estimated Accuracy
 JU0593;SPC NJ       -   106,170.      141,770.      MT  (+/- 180 meters Scaled)
 JU0593
 JU0593                          SUPERSEDED SURVEY CONTROL
 JU0593
 JU0593  NGVD 29 (??/??/??)   26.619  (m)           87.33   (f) ADJUSTED    2 0
 JU0593
 JU0593.Superseded values are not recommended for survey control.
 JU0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0593.See file dsdata.txt to determine how the superseded data were derived.
 JU0593
 JU0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK345044(NAD 83)
 JU0593_MARKER: Z = SEE DESCRIPTION
 JU0593_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0593_SP_SET: MILEPOST BASE
 JU0593_MARK LOGO: CNJRR 
 JU0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0593
 JU0593  HISTORY     - Date     Condition        Report By
 JU0593  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0593  HISTORY     - 1935     GOOD             CGS
 JU0593  HISTORY     - 1947     GOOD             CGS
 JU0593  HISTORY     - 20050723 POOR             GEOCAC
 JU0593
 JU0593                          STATION DESCRIPTION
 JU0593
 JU0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0593'3.7 MI SW FROM CHATSWORTH.
 JU0593'3.7 MILES SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0593'THE STATION AT CHATSWORTH, BURLINGTON COUNTY, AT MILEPOST 88,
 JU0593'IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER
 JU0593'LINE OF THE TRACK.  A RAISED LUG.
 JU0593
 JU0593                          STATION RECOVERY (1947)
 JU0593
 JU0593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JU0593'RECOVERED IN GOOD CONDITION.
 JU0593
 JU0593                          STATION RECOVERY (2005)
 JU0593
 JU0593'RECOVERY NOTE BY GEOCACHING 2005 (GJT)
 JU0593'THE STEEL POST AND THE CAP HAVE BEEN REMOVED, AND ALL THAT IS LEFT IS
 JU0593'THE CEMENT BASE. THE COORDINATES ARE 39 47 39.6 (N)  074 35 10.3  (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6654 ***********************************************************************
 KV6654  DESIGNATION -  8808
 KV6654  PID         -  KV6654
 KV6654  STATE/COUNTY-  NJ/BURLINGTON
 KV6654  USGS QUAD   -  BRISTOL (1981)
 KV6654
 KV6654                         *CURRENT SURVEY CONTROL
 KV6654  ___________________________________________________________________
 KV6654* NAD 83(1986)-  40 05 08.     (N)    074 49 56.     (W)     SCALED    
 KV6654* NAVD 88     -         9.638  (meters)      31.62   (feet)  ADJUSTED  
 KV6654  ___________________________________________________________________
 KV6654  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV6654  DYNAMIC HT  -           9.634 (meters)      31.61  (feet)  COMP
 KV6654  MODELED GRAV-     980,193.8   (mgal)                       NAVD 88
 KV6654
 KV6654  VERT ORDER  -  FIRST     CLASS II
 KV6654
 KV6654.The horizontal coordinates were scaled from a topographic map and have
 KV6654.an estimated accuracy of +/- 6 seconds.
 KV6654
 KV6654.The orthometric height was determined by differential leveling
 KV6654.and adjusted by the National Geodetic Survey in January 1994..
 KV6654
 KV6654.The geoid height was determined by GEOID03.
 KV6654
 KV6654.The dynamic height is computed by dividing the NAVD 88
 KV6654.geopotential number by the normal gravity value computed on the
 KV6654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6654.degrees latitude (g = 980.6199 gals.).
 KV6654
 KV6654.The modeled gravity was interpolated from observed gravity values.
 KV6654
 KV6654;                    North         East    Units  Estimated Accuracy
 KV6654;SPC NJ       -   139,070.      121,670.      MT  (+/- 180 meters Scaled)
 KV6654
 KV6654                          SUPERSEDED SURVEY CONTROL
 KV6654
 KV6654  NGVD 29 (01/10/92)    9.960  (m)           32.68   (f) ADJUSTED    1 2
 KV6654
 KV6654.Superseded values are not recommended for survey control.
 KV6654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6654.See file dsdata.txt to determine how the superseded data were derived.
 KV6654
 KV6654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK143372(NAD 83)
 KV6654_MARKER: DB = BENCH MARK DISK
 KV6654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6654_SP_SET: CONCRETE POST
 KV6654_STAMPING: 8808 32.794
 KV6654_MARK LOGO: NJGS  
 KV6654_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6654+STABILITY: SURFACE MOTION
 KV6654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6654+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1991
 KV6654
 KV6654  HISTORY     - Date     Condition        Report By
 KV6654  HISTORY     - UNK      MONUMENTED       NJGS
 KV6654  HISTORY     - 19910610 GOOD             NJGS
 KV6654
 KV6654                          STATION DESCRIPTION
 KV6654
 KV6654'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6654'THE STATION IS LOCATED IN BURLINGTON TOWNSHIP IN THE GRASS MEDIAN
 KV6654'SEPARATING THE NORTHBOUND AND THE SOUTHBOUND LANES OF U.S. HIGHWAY
 KV6654'130, DIRECTLY IN FRONT OF THE FORMER LA GORCE SQUARE SHOPPING CENTER.
 KV6654'TO REACH THE STATION FROM THE U.S. HIGHWAY 130 NORTHBOUND BRIDGE
 KV6654'OVER THE ASSISCUNK CREEK, GO 1.25 MI (2.01 KM) NORTHEAST ON U.S.
 KV6654'HIGHWAY 130 TO THE STATION ON THE LEFT.  THE STATION IS 6.1 M (20.0
 KV6654'FT) NORTHWEST FROM THE CENTERLINE OF THE NORTHBOUND LANES, 6.0 M
 KV6654'(19.7 FT) SOUTHEAST FROM THE CENTERLINE OF THE SOUTHBOUND LANES 13.2
 KV6654'M (43.3 FT) NORTHWEST FROM POWER POLE 712, 18.4 M (60.4 FT) SOUTHEAST
 KV6654'FROM POLE PS5154 BT, 72.0 M (236.2 FT) SOUTHWEST FROM THE CENTERLINE
 KV6654'OF LA GORCE BOULEVARD, 55.2 M (181.1 FT) SOUTHWEST FROM THE CENTER
 KV6654'TRAFFIC SIGNAL IN THE MEDIAN, JUST SOUTHWEST OF THE CENTERLINE OF LA
 KV6654'GORCE BOULEVARD AND IS 0.05 M (0.16 FT) BELOW THE GROUND.
 KV6654'DESCRIPTION BY RJK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1144 ***********************************************************************
 KV1144  DESIGNATION -  8833 NJGS
 KV1144  PID         -  KV1144
 KV1144  STATE/COUNTY-  NJ/BURLINGTON
 KV1144  USGS QUAD   -  TRENTON EAST (1981)
 KV1144
 KV1144                         *CURRENT SURVEY CONTROL
 KV1144  ___________________________________________________________________
 KV1144* NAD 83(1986)-  40 08 22.     (N)    074 42 26.     (W)     SCALED    
 KV1144* NAVD 88     -        18.383  (meters)      60.31   (feet)  ADJUSTED  
 KV1144  ___________________________________________________________________
 KV1144  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KV1144  DYNAMIC HT  -          18.375 (meters)      60.29  (feet)  COMP
 KV1144  MODELED GRAV-     980,197.6   (mgal)                       NAVD 88
 KV1144
 KV1144  VERT ORDER  -  FIRST     CLASS II
 KV1144
 KV1144.The horizontal coordinates were scaled from a topographic map and have
 KV1144.an estimated accuracy of +/- 6 seconds.
 KV1144
 KV1144.The orthometric height was determined by differential leveling
 KV1144.and adjusted by the National Geodetic Survey in June 1991..
 KV1144
 KV1144.The geoid height was determined by GEOID03.
 KV1144
 KV1144.The dynamic height is computed by dividing the NAVD 88
 KV1144.geopotential number by the normal gravity value computed on the
 KV1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1144.degrees latitude (g = 980.6199 gals.).
 KV1144
 KV1144.The modeled gravity was interpolated from observed gravity values.
 KV1144
 KV1144;                    North         East    Units  Estimated Accuracy
 KV1144;SPC NJ       -   145,020.      132,340.      MT  (+/- 180 meters Scaled)
 KV1144
 KV1144                          SUPERSEDED SURVEY CONTROL
 KV1144
 KV1144  NGVD 29 (01/10/92)   18.709  (m)           61.38   (f) ADJUSTED    1 2
 KV1144
 KV1144.Superseded values are not recommended for survey control.
 KV1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1144.See file dsdata.txt to determine how the superseded data were derived.
 KV1144
 KV1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK249432(NAD 83)
 KV1144_MARKER: DD = SURVEY DISK
 KV1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1144_STAMPING: 8833 61.444
 KV1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1144+STABILITY: SURFACE MOTION
 KV1144
 KV1144  HISTORY     - Date     Condition        Report By
 KV1144  HISTORY     - UNK      MONUMENTED       NJGS
 KV1144  HISTORY     - 1974     GOOD             NGS
 KV1144
 KV1144                          STATION DESCRIPTION
 KV1144
 KV1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1144'0.6 MI SE FROM BORDENTOWN.
 KV1144'0.05 MILE NORTHEAST ALONG WALNUT STREET FROM THE POST OFFICE AT
 KV1144'BORDENTOWN, THENCE 0.55 MILE SOUTHEAST ALONG FARNSWORTH AVENUE
 KV1144'TO THE INTERSECTION OF U.S. HIGHWAY 130, IN THE MEDIAN BETWEEN
 KV1144'THE TWO LANES OF THE HIGHWAY ON THE SOUTHWEST SIDE OF THE AVENUE,
 KV1144'7.9 FEET SOUTHEAST OF THE NORTHWEST CURB OF THE MEDIAN STRIP, 7.9
 KV1144'FEET NORTHWEST OF THE SOUTHEAST CURB OF THE MEDIAN STRIP, 3 FEET
 KV1144'NORTHEAST OF THE SIGNAL LIGHT POLE IN THE CENTER OF THE MEDIAN AND
 KV1144'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6655 ***********************************************************************
 KV6655  DESIGNATION -  8841
 KV6655  PID         -  KV6655
 KV6655  STATE/COUNTY-  NJ/BURLINGTON
 KV6655  USGS QUAD   -  BRISTOL (1981)
 KV6655
 KV6655                         *CURRENT SURVEY CONTROL
 KV6655  ___________________________________________________________________
 KV6655* NAD 83(1986)-  40 04 36.     (N)    074 50 39.     (W)     SCALED    
 KV6655* NAVD 88     -         2.543  (meters)       8.34   (feet)  ADJUSTED  
 KV6655  ___________________________________________________________________
 KV6655  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV6655  DYNAMIC HT  -           2.542 (meters)       8.34  (feet)  COMP
 KV6655  MODELED GRAV-     980,194.0   (mgal)                       NAVD 88
 KV6655
 KV6655  VERT ORDER  -  FIRST     CLASS II
 KV6655
 KV6655.The horizontal coordinates were scaled from a topographic map and have
 KV6655.an estimated accuracy of +/- 6 seconds.
 KV6655
 KV6655.The orthometric height was determined by differential leveling
 KV6655.and adjusted by the National Geodetic Survey in January 1994..
 KV6655
 KV6655.The geoid height was determined by GEOID03.
 KV6655
 KV6655.The dynamic height is computed by dividing the NAVD 88
 KV6655.geopotential number by the normal gravity value computed on the
 KV6655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6655.degrees latitude (g = 980.6199 gals.).
 KV6655
 KV6655.The modeled gravity was interpolated from observed gravity values.
 KV6655
 KV6655;                    North         East    Units  Estimated Accuracy
 KV6655;SPC NJ       -   138,080.      120,650.      MT  (+/- 180 meters Scaled)
 KV6655
 KV6655                          SUPERSEDED SURVEY CONTROL
 KV6655
 KV6655  NGVD 29 (01/10/92)    2.863  (m)            9.39   (f) ADJUSTED    1 2
 KV6655
 KV6655.Superseded values are not recommended for survey control.
 KV6655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6655.See file dsdata.txt to determine how the superseded data were derived.
 KV6655
 KV6655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK132362(NAD 83)
 KV6655_MARKER: DB = BENCH MARK DISK
 KV6655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6655_SP_SET: CONCRETE POST
 KV6655_STAMPING: 8841
 KV6655_MARK LOGO: NJGS  
 KV6655_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6655+STABILITY: SURFACE MOTION
 KV6655_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6655+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1991
 KV6655
 KV6655  HISTORY     - Date     Condition        Report By
 KV6655  HISTORY     - UNK      MONUMENTED       NJGS
 KV6655  HISTORY     - 19910610 GOOD             NJGS
 KV6655
 KV6655                          STATION DESCRIPTION
 KV6655
 KV6655'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6655'THE STATION IS LOCATED IN THE CITY OF BURLINGTON AND SET IN THE GRASS
 KV6655'MEDIAN SEPARATING THE NORTHBOUND AND THE SOUTHBOUND LANES OF U.S.
 KV6655'HIGHWAY 130, NORTH NORTHEAST OF THE ROYAL BUICK AUTO DEALERSHIP.  TO
 KV6655'REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 130 AND HIGH
 KV6655'STREET, COUNTY ROAD 541, GO NORTHEAST FOR 0.75 MI (1.21 KM) ALONG
 KV6655'U.S. HIGHWAY 130 TO THE STATION ON THE LEFT.  THE STATION CAN ALSO
 KV6655'BE REACHED BY GOING 0.3 MI (0.5 KM) NORTHEAST ALONG U.S. HIGHWAY 130
 KV6655'FROM THE CENTER OF THE BRIDGE OVER THE ASSISCUNK CREEK.  THE STATION
 KV6655'IS 40.8 M (133.9 FT) SOUTH SOUTHWEST FROM THE CENTERLINE OF HULME
 KV6655'STREET, 2.4 M (7.9 FT) WEST NORTHWEST FROM THE SLOPED CURBLINE ALONG
 KV6655'THE NORTHBOUND LANES OF U.S. HIGHWAY 130, 2.4 M (7.9 FT) SOUTHEAST
 KV6655'FROM THE SLOPED CIRBLINE ALONG THE SOUTHBOUND LANES OF U.S. HIGHWAY
 KV6655'130, 41.7 M (136.8 FT) NORTH NORTHEAST FROM THE CENTERLINE OF A
 KV6655'MEDIAN OPENING IN FRONT OF THE ROYAL BUICK AUTO DEALERSHIP ON THE
 KV6655'SOUTH SIDE OF U.S. HIGHWAY 130, 27.3 M (89.6 FT) WEST FROM A FIRE
 KV6655'HYDRANT ON THE EAST SIDE OF BUSINESS U.S. 130, NEXT TO POLE 61523
 KV6655'AND IS 0.5 M (1.6 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8755 ***********************************************************************
 AB8755  DESIGNATION -  8860
 AB8755  PID         -  AB8755
 AB8755  STATE/COUNTY-  NJ/BURLINGTON
 AB8755  USGS QUAD   -  BEVERLY (1973)
 AB8755
 AB8755                         *CURRENT SURVEY CONTROL
 AB8755  ___________________________________________________________________
 AB8755* NAD 83(1996)-  40 04 01.21521(N)    074 52 30.76443(W)     ADJUSTED  
 AB8755* NAVD 88     -         4.7    (meters)      15.     (feet)  GPS OBS   
 AB8755  ___________________________________________________________________
 AB8755  X           -   1,275,361.628 (meters)                     COMP
 AB8755  Y           -  -4,718,582.873 (meters)                     COMP
 AB8755  Z           -   4,083,663.929 (meters)                     COMP
 AB8755  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 AB8755  ELLIP HEIGHT-         -28.10  (meters)          (10/23/02) GPS OBS
 AB8755  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 AB8755
 AB8755  HORZ ORDER  -  FIRST
 AB8755  ELLP ORDER  -  FOURTH    CLASS I
 AB8755
 AB8755.The horizontal coordinates were established by GPS observations
 AB8755.and adjusted by the National Geodetic Survey in May 1999..
 AB8755
 AB8755.The orthometric height was determined by GPS observations and a
 AB8755.high-resolution geoid model.
 AB8755
 AB8755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8755
 AB8755.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8755
 AB8755.The ellipsoidal height was determined by GPS observations
 AB8755.and is referenced to NAD 83.
 AB8755
 AB8755.The geoid height was determined by GEOID03.
 AB8755
 AB8755;                    North         East     Units Scale Factor Converg.
 AB8755;SPC NJ       -   137,020.955   117,993.671   MT  0.99991261   -0 14 29.5
 AB8755;SPC NJ       -   449,542.92    387,117.57   sFT  0.99991261   -0 14 29.5
 AB8755;UTM  18      - 4,435,201.535   510,641.420   MT  0.99960139   +0 04 49.2
 AB8755
 AB8755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8755!SPC NJ       -   1.00000441  x   0.99991261  =   0.99991702
 AB8755!UTM  18      -   1.00000441  x   0.99960139  =   0.99960580
 AB8755
 AB8755                          SUPERSEDED SURVEY CONTROL
 AB8755
 AB8755  NAD 83(1992)-  40 04 01.21451(N)    074 52 30.76454(W) AD(       ) 1
 AB8755  ELLIP H (12/16/96)  -28.13   (m)                       GP(       ) 2 1
 AB8755
 AB8755.Superseded values are not recommended for survey control.
 AB8755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8755.See file dsdata.txt to determine how the superseded data were derived.
 AB8755
 AB8755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1064135202(NAD 83)
 AB8755_MARKER: DD = SURVEY DISK
 AB8755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8755_STAMPING: 8860
 AB8755_MARK LOGO: NJDCED
 AB8755_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8755+STABILITY: SURFACE MOTION
 AB8755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8755+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1995
 AB8755
 AB8755  HISTORY     - Date     Condition        Report By
 AB8755  HISTORY     - 1940     MONUMENTED       NJDCED
 AB8755  HISTORY     - 19951129 GOOD             TWT
 AB8755
 AB8755                          STATION DESCRIPTION
 AB8755
 AB8755'DESCRIBED BY TWT CONS ENG 1995 (WPD)
 AB8755'THE STATION IS LOCATED APPROXIMATELY 1.2 MI (1.9 KM) SOUTHWEST OF
 AB8755'BURLINGTON, NEW JERSEY IN THE TOWN OF BURLINGTON, BURLINGTON TOWNSHIP
 AB8755'ON THE SOUTH SIDE OF BEVERLY ROAD (COUNTY ROAD 543) .  TO REACH THE
 AB8755'STATION FROM COUNTY ROAD 413 AND U.S.  HIGHWAY ROUTE 130, GO SOUTHWEST
 AB8755'ON U.S.  HIGHWAY ROUTE 130 FOR 0.4 MI (0.6 KM) TO ITS INTERSECTION
 AB8755'WITH COUNTY ROAD 543.  TURN RIGHT (WEST) AND GO 0.2 MI (0.3 KM) TO THE
 AB8755'STATION ON THE LEFT AT THE INTERSECTION OF STATES AVENUE AND IN FRONT
 AB8755'OF THE BEVERLY ROAD FIRE HOUSE.  THE STATION IS SET FLUSH WITH THE
 AB8755'GROUND.  THE STATION IS 17.8 FT (5.4 M) SOUTH OF THE PHYSICAL
 AB8755'CENTERLINE OF COUNTY ROAD 543, 50.0 FT (15.2 M) WEST OF THE PHYSICAL
 AB8755'CENTERLINE OF STATES AVENUE, 21.0 FT (6.4 M) WEST OF UTILITY POLE
 AB8755'NUMBER 61516 ON THE SOUTH SIDE OF COUNTY ROAD 543 AND 39.3 FT (12.0 M)
 AB8755'NORTHEAST OF THE NORTHEAST CORNER OF THE FIRE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6647 ***********************************************************************
 KV6647  DESIGNATION -  8872
 KV6647  PID         -  KV6647
 KV6647  STATE/COUNTY-  NJ/BURLINGTON
 KV6647  USGS QUAD   -  BEVERLY (1973)
 KV6647
 KV6647                         *CURRENT SURVEY CONTROL
 KV6647  ___________________________________________________________________
 KV6647* NAD 83(1986)-  40 03 22.     (N)    074 56 24.     (W)     SCALED    
 KV6647* NAVD 88     -         3.804  (meters)      12.48   (feet)  ADJUSTED  
 KV6647  ___________________________________________________________________
 KV6647  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV6647  DYNAMIC HT  -           3.803 (meters)      12.48  (feet)  COMP
 KV6647  MODELED GRAV-     980,191.0   (mgal)                       NAVD 88
 KV6647
 KV6647  VERT ORDER  -  SECOND    CLASS I
 KV6647
 KV6647.The horizontal coordinates were scaled from a topographic map and have
 KV6647.an estimated accuracy of +/- 6 seconds.
 KV6647
 KV6647.The orthometric height was determined by differential leveling
 KV6647.and adjusted by the National Geodetic Survey in January 1994..
 KV6647
 KV6647.The geoid height was determined by GEOID03.
 KV6647
 KV6647.The dynamic height is computed by dividing the NAVD 88
 KV6647.geopotential number by the normal gravity value computed on the
 KV6647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6647.degrees latitude (g = 980.6199 gals.).
 KV6647
 KV6647.The modeled gravity was interpolated from observed gravity values.
 KV6647
 KV6647;                    North         East    Units  Estimated Accuracy
 KV6647;SPC NJ       -   135,840.      112,460.      MT  (+/- 180 meters Scaled)
 KV6647
 KV6647                          SUPERSEDED SURVEY CONTROL
 KV6647
 KV6647  NGVD 29 (01/10/92)    4.126  (m)           13.54   (f) ADJUSTED    2 1
 KV6647
 KV6647.Superseded values are not recommended for survey control.
 KV6647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6647.See file dsdata.txt to determine how the superseded data were derived.
 KV6647
 KV6647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK051339(NAD 83)
 KV6647_MARKER: DB = BENCH MARK DISK
 KV6647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6647_SP_SET: CONCRETE POST
 KV6647_STAMPING: 8872 13.591
 KV6647_MARK LOGO: NJDCED
 KV6647_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6647+STABILITY: SURFACE MOTION
 KV6647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6647+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1991
 KV6647
 KV6647  HISTORY     - Date     Condition        Report By
 KV6647  HISTORY     - UNK      MONUMENTED       NJGS
 KV6647  HISTORY     - 19910614 GOOD             NJGS
 KV6647
 KV6647                          STATION DESCRIPTION
 KV6647
 KV6647'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6647'THE STATION IS LOCATED IN DELANCO TOWNSHIP ON THE SOUTH SIDE OF
 KV6647'BURLINGTON AVENUE, COUNTY ROUTE 543.  TO REACH THE STATION FROM THE
 KV6647'POST OFFICE IN BEVERLY, GO SOUTHWEST ALONG BURLINGTON AVENUE FOR 1.25
 KV6647'MI (2.01 KM) TO THE STATION ON THE LEFT.  THE STATION IS 11.5 M (37.7
 KV6647'FT) WEST FROM POLE NUMBER 661DN, 5.9 M (19.4 FT) SOUTH FROM THE
 KV6647'CENTERLINE OF BURLINGTON AVENUE, 1.5 M (4.9 FT) SOUTH FROM THE SOUTH
 KV6647'EDGE OF PAVEMENT OF BURLINGTON AVENUE, 28.1 M (92.2 FT) EAST FROM
 KV6647'POLE NUMBER 660DN, 23.0 M (75.5 FT) EAST OF THE RANGE OF THE EAST
 KV6647'WALL TO HOUSE NUMBER 2104, A ONE AND ONE HALF STORY STONE DWELLING
 KV6647'ACROSS THE STREET, 84.6 M (277.6 FT) EAST FROM THE CENTERLINE OF
 KV6647'LARCHMONT DRIVE AND ABOUT 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1168 ***********************************************************************
 KV1168  DESIGNATION -  8875
 KV1168  PID         -  KV1168
 KV1168  STATE/COUNTY-  NJ/BURLINGTON
 KV1168  USGS QUAD   -  BEVERLY (1973)
 KV1168
 KV1168                         *CURRENT SURVEY CONTROL
 KV1168  ___________________________________________________________________
 KV1168* NAD 83(1996)-  40 02 27.65819(N)    074 57 33.29217(W)     ADJUSTED  
 KV1168* NAVD 88     -         3.342  (meters)      10.96   (feet)  ADJUSTED  
 KV1168  ___________________________________________________________________
 KV1168  X           -   1,268,921.125 (meters)                     COMP
 KV1168  Y           -  -4,722,240.589 (meters)                     COMP
 KV1168  Z           -   4,081,454.263 (meters)                     COMP
 KV1168  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 KV1168  ELLIP HEIGHT-         -29.54  (meters)          (10/23/02) GPS OBS
 KV1168  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV1168  DYNAMIC HT  -           3.341 (meters)      10.96  (feet)  COMP
 KV1168  MODELED GRAV-     980,191.0   (mgal)                       NAVD 88
 KV1168
 KV1168  HORZ ORDER  -  FIRST
 KV1168  VERT ORDER  -  FIRST     CLASS II
 KV1168  ELLP ORDER  -  FOURTH    CLASS I
 KV1168
 KV1168.The horizontal coordinates were established by GPS observations
 KV1168.and adjusted by the National Geodetic Survey in May 1999..
 KV1168
 KV1168.The orthometric height was determined by differential leveling
 KV1168.and adjusted by the National Geodetic Survey in June 1991..
 KV1168
 KV1168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1168
 KV1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1168
 KV1168.The ellipsoidal height was determined by GPS observations
 KV1168.and is referenced to NAD 83.
 KV1168
 KV1168.The geoid height was determined by GEOID03.
 KV1168
 KV1168.The dynamic height is computed by dividing the NAVD 88
 KV1168.geopotential number by the normal gravity value computed on the
 KV1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1168.degrees latitude (g = 980.6199 gals.).
 KV1168
 KV1168.The modeled gravity was interpolated from observed gravity values.
 KV1168
 KV1168;                    North         East     Units Scale Factor Converg.
 KV1168;SPC NJ       -   134,169.227   110,810.377   MT  0.99991890   -0 17 43.6
 KV1168;SPC NJ       -   440,186.87    363,550.38   sFT  0.99991890   -0 17 43.6
 KV1168;UTM  18      - 4,432,310.423   503,476.511   MT  0.99960015   +0 01 34.4
 KV1168
 KV1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1168!SPC NJ       -   1.00000463  x   0.99991890  =   0.99992353
 KV1168!UTM  18      -   1.00000463  x   0.99960015  =   0.99960478
 KV1168
 KV1168                          SUPERSEDED SURVEY CONTROL
 KV1168
 KV1168  NAD 83(1992)-  40 02 27.65753(N)    074 57 33.29226(W) AD(       ) 1
 KV1168  ELLIP H (12/16/96)  -29.57   (m)                       GP(       ) 2 1
 KV1168  NAVD 88 (12/16/96)    3.34   (m)           11.0    (f) LEVELING    3  
 KV1168  NGVD 29 (01/10/92)    3.663  (m)           12.02   (f) ADJUSTED    1 2
 KV1168
 KV1168.Superseded values are not recommended for survey control.
 KV1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1168.See file dsdata.txt to determine how the superseded data were derived.
 KV1168
 KV1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0347732310(NAD 83)
 KV1168_MARKER: DD = SURVEY DISK
 KV1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1168_STAMPING: 8875
 KV1168_MARK LOGO: NJGS  
 KV1168_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1168+STABILITY: SURFACE MOTION
 KV1168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1168+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2004
 KV1168
 KV1168  HISTORY     - Date     Condition        Report By
 KV1168  HISTORY     - UNK      MONUMENTED       NJGS
 KV1168  HISTORY     - 1974     GOOD             NGS
 KV1168  HISTORY     - 1984     GOOD             NJGS
 KV1168  HISTORY     - 19900606 GOOD             NJGS
 KV1168  HISTORY     - 20041108 GOOD             INDIV
 KV1168
 KV1168                          STATION DESCRIPTION
 KV1168
 KV1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1168'AT RIVERSIDE.
 KV1168'AT RIVERSIDE, AT THE JUNCTION OF BURLINGTON AVENUE (NORTH BROAD
 KV1168'STREET) AND POLK STREET, 8.8 FEET SOUTHEAST OF THE SOUTHEAST
 KV1168'CURB OF BURLINGTON AVENUE, 9.9 FEET NORTHEAST OF THE NORTHEAST
 KV1168'CURB OF POLK STREET, 7.6 FEET SOUTH-SOUTHEAST OF TELEPHONE
 KV1168'AND POWER POLE PS 1143 RS WITH 2 GUY WIRES AND ABOUT LEVEL WITH
 KV1168'THE SIDEWALK.  SET IN THE TOP OF A CONCRETE POST.
 KV1168
 KV1168                          STATION RECOVERY (1984)
 KV1168
 KV1168'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1984
 KV1168'AT THE JUNCTION OF PAVILION AND POLK AVENUE, 8.4 FEET WEST OF WEST
 KV1168'CURB OF PAVILION AVENUE 9.5 FEET SOUTH OF SOUTH CURB OF POLK AVE. 7.0
 KV1168'FEET OF POLE PS 1143 RS, 10.0 FEET SOUTHEAST OF FIRE HYDRANT, 1.9
 KV1168'FEET WEST OF NORTHWEST CORNER MAILBOX, 0.8 SOUTH AND EAST OF THE
 KV1168'SOUTH AND EAST EDGES OF SIDEWALK, 26.6 FEET SOUTH OF CENTERLINE OF
 KV1168'POLK, 33.0 FEET WEST OF CENTERLINE OF PAVILION.
 KV1168
 KV1168                          STATION RECOVERY (1990)
 KV1168
 KV1168'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV1168'THE STATION IS LOCATED IN RIVERSIDE TOWNSHIP ON THE WEST SIDE OF
 KV1168'PAVILION AVENUE, COUNTY ROAD 543 AT THE INTERSECTION OF POLK AVENUE.
 KV1168'THE STATION IS 8.4 FT (2.6 M) WEST FROM THE WEST CURB OF PAVILION
 KV1168'AVENUE, 9.5 FT (2.9 M) SOUTH FROM THE SOUTH CURB OF POLK STREET, 7.0
 KV1168'FT (2.1 M) WEST FROM TELEPHONE AND POWER POLE NUMBER 1143, 10.0 FT
 KV1168'(3.0 M) SOUTHEAST FROM A FIRE HYDRANT, 1.9 FT (0.6 M) WEST FROM THE
 KV1168'NORTHWEST CORNER OF A MAILBOX, 26.6 FT (8.1 M) SOUTH FROM THE
 KV1168'CENTERLINE OF POLK STREET AND 33.0 FT (10.1 M) WEST FROM THE
 KV1168'CENTERLINE OF PAVILION AVENUE.  THE STATION IS A STANDARD NJGS DISK
 KV1168'SET IN THE TOP OF A CONCRETE MONUMENT AND ABOUT LEVEL WITH THE
 KV1168'SIDEWALK.
 KV1168
 KV1168                          STATION RECOVERY (2004)
 KV1168
 KV1168'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RG)
 KV1168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0161 ***********************************************************************
 KV0161  DESIGNATION -  88.82 NJGS
 KV0161  PID         -  KV0161
 KV0161  STATE/COUNTY-  NJ/PASSAIC
 KV0161  USGS QUAD   -  PATERSON (1995)
 KV0161
 KV0161                         *CURRENT SURVEY CONTROL
 KV0161  ___________________________________________________________________
 KV0161* NAD 83(1986)-  40 55 02.     (N)    074 10 21.     (W)     SCALED    
 KV0161* NAVD 88     -        26.762  (meters)      87.80   (feet)  ADJUSTED  
 KV0161  ___________________________________________________________________
 KV0161  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KV0161  DYNAMIC HT  -          26.751 (meters)      87.77  (feet)  COMP
 KV0161  MODELED GRAV-     980,210.1   (mgal)                       NAVD 88
 KV0161
 KV0161  VERT ORDER  -  FIRST     CLASS II
 KV0161
 KV0161.The horizontal coordinates were scaled from a topographic map and have
 KV0161.an estimated accuracy of +/- 6 seconds.
 KV0161
 KV0161.The orthometric height was determined by differential leveling
 KV0161.and adjusted by the National Geodetic Survey in June 1991..
 KV0161
 KV0161.The geoid height was determined by GEOID03.
 KV0161
 KV0161.The dynamic height is computed by dividing the NAVD 88
 KV0161.geopotential number by the normal gravity value computed on the
 KV0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0161.degrees latitude (g = 980.6199 gals.).
 KV0161
 KV0161.The modeled gravity was interpolated from observed gravity values.
 KV0161
 KV0161;                    North         East    Units  Estimated Accuracy
 KV0161;SPC NJ       -   231,410.      177,590.      MT  (+/- 180 meters Scaled)
 KV0161
 KV0161                          SUPERSEDED SURVEY CONTROL
 KV0161
 KV0161  NGVD 29 (??/??/??)   27.045  (m)           88.73   (f) ADJUSTED    1 2
 KV0161
 KV0161.Superseded values are not recommended for survey control.
 KV0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0161.See file dsdata.txt to determine how the superseded data were derived.
 KV0161
 KV0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL696298(NAD 83)
 KV0161_MARKER: X = CHISELED CROSS
 KV0161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0161_SP_SET: STEP
 KV0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0161+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2006
 KV0161
 KV0161  HISTORY     - Date     Condition        Report By
 KV0161  HISTORY     - 1933     MONUMENTED       NJGS
 KV0161  HISTORY     - 1944     GOOD             CGS
 KV0161  HISTORY     - 20060527 GOOD             GEOCAC
 KV0161
 KV0161                          STATION DESCRIPTION
 KV0161
 KV0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV0161'AT PATERSON.
 KV0161'AT PATERSON, PASSAIC COUNTY, AT THE CITY HALL, AT THE NORTHWEST
 KV0161'SIDE OF THE MARKET ST. ENTRANCE, ON TOP OF THE TOP STEP, AND 1.0
 KV0161'FOOT SOUTHEAST OF THE NORTHWEST DOOR JAMB.  A CHISELED CROSS.
 KV0161
 KV0161                          STATION RECOVERY (2006)
 KV0161
 KV0161'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI7800 ***********************************************************************
 AI7800  DESIGNATION -  89 340
 AI7800  PID         -  AI7800
 AI7800  STATE/COUNTY-  NJ/ESSEX
 AI7800  USGS QUAD   -  ELIZABETH (1995)
 AI7800
 AI7800                         *CURRENT SURVEY CONTROL
 AI7800  ___________________________________________________________________
 AI7800* NAD 83(1986)-  40 43 59.     (N)    074 09 39.     (W)     SCALED    
 AI7800* NAVD 88     -         4.393  (meters)      14.41   (feet)  ADJUSTED  
 AI7800  ___________________________________________________________________
 AI7800  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 AI7800  DYNAMIC HT  -           4.391 (meters)      14.41  (feet)  COMP
 AI7800  MODELED GRAV-     980,223.4   (mgal)                       NAVD 88
 AI7800
 AI7800  VERT ORDER  -  FIRST     CLASS II
 AI7800
 AI7800.The horizontal coordinates were scaled from a topographic map and have
 AI7800.an estimated accuracy of +/- 6 seconds.
 AI7800
 AI7800.The orthometric height was determined by differential leveling
 AI7800.and adjusted by the National Geodetic Survey in March 2001..
 AI7800.No vertical observational check was made to the station.
 AI7800
 AI7800.The geoid height was determined by GEOID03.
 AI7800
 AI7800.The dynamic height is computed by dividing the NAVD 88
 AI7800.geopotential number by the normal gravity value computed on the
 AI7800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7800.degrees latitude (g = 980.6199 gals.).
 AI7800
 AI7800.The modeled gravity was interpolated from observed gravity values.
 AI7800
 AI7800;                    North         East    Units  Estimated Accuracy
 AI7800;SPC NJ       -   210,960.      178,650.      MT  (+/- 180 meters Scaled)
 AI7800
 AI7800                          SUPERSEDED SURVEY CONTROL
 AI7800
 AI7800.No superseded survey control is available for this station.
 AI7800
 AI7800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL708094(NAD 83)
 AI7800_MARKER: DD = SURVEY DISK
 AI7800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7800_STAMPING: 89-340
 AI7800_MARK LOGO: NJ2130
 AI7800_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7800+STABILITY: SURFACE MOTION
 AI7800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7800+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 AI7800
 AI7800  HISTORY     - Date     Condition        Report By
 AI7800  HISTORY     - 1989     MONUMENTED       NJ2130
 AI7800  HISTORY     - 19980515 GOOD             NJGS
 AI7800  HISTORY     - 20030822 GOOD             USGS
 AI7800
 AI7800                          STATION DESCRIPTION
 AI7800
 AI7800'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI7800'THE STATION IS LOCATED IN THE CITY OF NEWARK AT THE TEE INTERSECTION
 AI7800'OF JERSEY STREET AND RAYMOND BOULEVARD.  TO REACH THE STATION FROM THE
 AI7800'INTERSECTION OF STATE ROUTE 21, MCCARTER HIGHWAY, AND RAYMOND
 AI7800'BOULEVARD, GO EAST ON RAYMOND BOULEVARD FOR 0.2 MI (0.3 KM) TO THE
 AI7800'REVERSE WYE JUNCTION WITH MARKET STREET.  CONTINUE AHEAD ON MARKET
 AI7800'STREET FOR 0.3 MI (0.5 KM) TO THE INTERSECTION WITH JACKSON STREET.
 AI7800'TURN LEFT AND GO 0.05 MI (0.08 KM) TO THE INTERSECTION WITH RAYMOND
 AI7800'BOULEVARD.  TURN LEFT AND GO 0.3 MI (0.5 KM) TO THE STATION ON THE
 AI7800'RIGHT AT THE NORTHEAST CORNER OF THE INTERSECTION OF JERSEY STREET AND
 AI7800'RAYMOND BOULEVARD, SET ABOUT 0.1 M (0.3 FT) BELOW THE GROUND IN A
 AI7800'SQUARE CAST IRON VALVE BOX SET FLUSH WITH THE SIDEWALK.  THE STATION
 AI7800'IS 1.4 M (4.6 FT) SOUTHEAST FROM THE SOUTHEAST CURBLINE OF JERSEY
 AI7800'STREET, 4.0 M (13.1 FT) NORTHEAST FROM THE EXTENDED CURBLINE OF
 AI7800'RAYMOND BOULEVARD, 6.9 M (22.6 FT) SOUTH SOUTHWEST FROM WOOD UTILITY
 AI7800'POLE NUMBER 520246 N AND 3.5 M (11.5 FT) NORTH FROM AN ALUMINUM
 AI7800'OVERHEAD LIGHT POLE NUMBER 33116.
 AI7800
 AI7800                          STATION RECOVERY (2003)
 AI7800
 AI7800'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 AI7800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI7799 ***********************************************************************
 AI7799  DESIGNATION -  89 51
 AI7799  PID         -  AI7799
 AI7799  STATE/COUNTY-  NJ/ESSEX
 AI7799  USGS QUAD   -  ELIZABETH (1995)
 AI7799
 AI7799                         *CURRENT SURVEY CONTROL
 AI7799  ___________________________________________________________________
 AI7799* NAD 83(1986)-  40 43 58.     (N)    074 09 20.     (W)     SCALED    
 AI7799* NAVD 88     -         1.759  (meters)       5.77   (feet)  ADJUSTED  
 AI7799  ___________________________________________________________________
 AI7799  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 AI7799  DYNAMIC HT  -           1.759 (meters)       5.77  (feet)  COMP
 AI7799  MODELED GRAV-     980,224.6   (mgal)                       NAVD 88
 AI7799
 AI7799  VERT ORDER  -  FIRST     CLASS II
 AI7799
 AI7799.The horizontal coordinates were scaled from a topographic map and have
 AI7799.an estimated accuracy of +/- 6 seconds.
 AI7799
 AI7799.The orthometric height was determined by differential leveling
 AI7799.and adjusted by the National Geodetic Survey in March 2001..
 AI7799.No vertical observational check was made to the station.
 AI7799
 AI7799.The geoid height was determined by GEOID03.
 AI7799
 AI7799.The dynamic height is computed by dividing the NAVD 88
 AI7799.geopotential number by the normal gravity value computed on the
 AI7799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7799.degrees latitude (g = 980.6199 gals.).
 AI7799
 AI7799.The modeled gravity was interpolated from observed gravity values.
 AI7799
 AI7799;                    North         East    Units  Estimated Accuracy
 AI7799;SPC NJ       -   210,930.      179,090.      MT  (+/- 180 meters Scaled)
 AI7799
 AI7799                          SUPERSEDED SURVEY CONTROL
 AI7799
 AI7799.No superseded survey control is available for this station.
 AI7799
 AI7799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL713094(NAD 83)
 AI7799_MARKER: DD = SURVEY DISK
 AI7799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7799_STAMPING: 89-51
 AI7799_MARK LOGO: NJ2130
 AI7799_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7799+STABILITY: SURFACE MOTION
 AI7799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7799+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1998
 AI7799
 AI7799  HISTORY     - Date     Condition        Report By
 AI7799  HISTORY     - 1989     MONUMENTED       NJ2130
 AI7799  HISTORY     - 19980513 GOOD             NJGS
 AI7799
 AI7799                          STATION DESCRIPTION
 AI7799
 AI7799'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI7799'THE STATION IS LOCATED IN THE CITY OF NEWARK AT THE TEE INTERSECTION
 AI7799'OF JACKSON STREET AND RAYMOND BOULEVARD.  TO REACH THE STATION FROM
 AI7799'THE INTERSECTION OF STATE ROUTE 21, MCCARTER HIGHWAY, AND RAYMOND
 AI7799'BOULEVARD, GO EAST ON RAYMOND BOULEVARD FOR 0.2 MI (0.3 KM) TO THE
 AI7799'REVERSE WYE JUNCTION WITH MARKET STREET.  CONTINUE AHEAD ON MARKET
 AI7799'STREET FOR 0.3 MI (0.5 KM) TO THE INTERSECTION WITH JACKSON STREET.
 AI7799'TURN LEFT AND GO 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT SET
 AI7799'ABOUT 0.15 M (0.49 FT) BELOW THE GROUND IN A SQUARE CAST IRON VALVE
 AI7799'BOX SET FLUSH WITH THE SIDEWALK.  THE STATION IS 0.6 M (2.0 FT)
 AI7799'SOUTHEAST FROM THE SOUTHEAST CURB OF JACKSON STREET, 8.0 M (26.2 FT)
 AI7799'WEST NORTHWEST FROM A FIRE HYDRANT, 2.4 M (7.9 FT) NORTH FROM A 5 FT
 AI7799'(1.5 M) HIGH ELECTRICAL BOX, 1.4 M (4.6 FT) WEST NORTHWEST FROM A STOP
 AI7799'SIGN AND 6.2 M (20.3 FT) NORTH NORTHEAST FROM THE SOUTHWEST LEG OF A
 AI7799'SIGN FOR THE KENTUCKY FRIED CHICKEN FAST FOOD RESTAURANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0594 ***********************************************************************
 JU0594  DESIGNATION -  89 CNJRR
 JU0594  PID         -  JU0594
 JU0594  STATE/COUNTY-  NJ/BURLINGTON
 JU0594  USGS QUAD   -  CHATSWORTH (1957)
 JU0594
 JU0594                         *CURRENT SURVEY CONTROL
 JU0594  ___________________________________________________________________
 JU0594* NAD 83(1986)-  39 46 58.     (N)    074 36 43.     (W)     SCALED    
 JU0594* NAVD 88     -        22.730  (meters)      74.57   (feet)  ADJUSTED  
 JU0594  ___________________________________________________________________
 JU0594  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JU0594  DYNAMIC HT  -          22.719 (meters)      74.54  (feet)  COMP
 JU0594  MODELED GRAV-     980,160.5   (mgal)                       NAVD 88
 JU0594
 JU0594  VERT ORDER  -  SECOND    CLASS 0
 JU0594
 JU0594.The horizontal coordinates were scaled from a topographic map and have
 JU0594.an estimated accuracy of +/- 6 seconds.
 JU0594
 JU0594.The orthometric height was determined by differential leveling
 JU0594.and adjusted by the National Geodetic Survey in June 1991..
 JU0594
 JU0594.The geoid height was determined by GEOID03.
 JU0594
 JU0594.The dynamic height is computed by dividing the NAVD 88
 JU0594.geopotential number by the normal gravity value computed on the
 JU0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0594.degrees latitude (g = 980.6199 gals.).
 JU0594
 JU0594.The modeled gravity was interpolated from observed gravity values.
 JU0594
 JU0594;                    North         East    Units  Estimated Accuracy
 JU0594;SPC NJ       -   105,400.      140,410.      MT  (+/- 180 meters Scaled)
 JU0594
 JU0594                          SUPERSEDED SURVEY CONTROL
 JU0594
 JU0594  NGVD 29 (??/??/??)   23.110  (m)           75.82   (f) ADJUSTED    2 0
 JU0594
 JU0594.Superseded values are not recommended for survey control.
 JU0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0594.See file dsdata.txt to determine how the superseded data were derived.
 JU0594
 JU0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK332037(NAD 83)
 JU0594_MARKER: Z = SEE DESCRIPTION
 JU0594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0594_SP_SET: CONCRETE BASE
 JU0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0594
 JU0594  HISTORY     - Date     Condition        Report By
 JU0594  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0594  HISTORY     - 1954     GOOD             CGS
 JU0594  HISTORY     - 20050730 POOR             GEOCAC
 JU0594
 JU0594                          STATION DESCRIPTION
 JU0594
 JU0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JU0594'4.7 MI SW FROM CHATSWORTH.
 JU0594'4.7 MILES SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 JU0594'FROM THE STATION AT CHATSWORTH, BURLINGTON COUNTY, AT MILEPOST
 JU0594'89, ON THE SOUTH CORNER OF THE TOP OF THE CONCRETE BASE, 12-1/2
 JU0594'FEET NORTHWEST OF THE CENTERLINE OF THE TRACKS, 10 FEET
 JU0594'NORTHWEST OF THE NORTHWEST RAIL AND PROJECTING 1 FOOT ABOVE
 JU0594'GROUND.  A RAISED LUG.
 JU0594
 JU0594                          STATION RECOVERY (2005)
 JU0594
 JU0594'RECOVERY NOTE BY GEOCACHING 2005 (GJT)
 JU0594'THE STEEL POST AND THE CAP HAVE BEEN REMOVED, AND ALL THAT IS LEFT IS
 JU0594'THE CEMENT BASE. THERE IS NOTHING ON THE SOUTH CORNER OF THE CONCRETE
 JU0594'BASE. THE COORDINATES ARE 39 46 57.2 (N)  074 36 44.4  (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6835 ***********************************************************************
 KV6835  DESIGNATION -  9 A 1
 KV6835  PID         -  KV6835
 KV6835  STATE/COUNTY-  NJ/HUDSON
 KV6835  USGS QUAD   -  WEEHAWKEN (1995)
 KV6835
 KV6835                         *CURRENT SURVEY CONTROL
 KV6835  ___________________________________________________________________
 KV6835* NAD 83(1996)-  40 47 25.60032(N)    074 03 27.81376(W)     ADJUSTED  
 KV6835* NAVD 88     -         2.7    (meters)       9.     (feet)  GPS OBS   
 KV6835  ___________________________________________________________________
 KV6835  X           -   1,328,244.234 (meters)                     COMP
 KV6835  Y           -  -4,649,813.954 (meters)                     COMP
 KV6835  Z           -   4,144,812.978 (meters)                     COMP
 KV6835  LAPLACE CORR-           6.93  (seconds)                    DEFLEC99
 KV6835  ELLIP HEIGHT-         -29.23  (meters)          (10/23/02) GPS OBS
 KV6835  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 KV6835
 KV6835  HORZ ORDER  -  FIRST
 KV6835  ELLP ORDER  -  FOURTH    CLASS I
 KV6835
 KV6835.The horizontal coordinates were established by GPS observations
 KV6835.and adjusted by the National Geodetic Survey in May 1999..
 KV6835
 KV6835.The orthometric height was determined by GPS observations and a
 KV6835.high-resolution geoid model.
 KV6835
 KV6835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6835
 KV6835.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6835
 KV6835.The ellipsoidal height was determined by GPS observations
 KV6835.and is referenced to NAD 83.
 KV6835
 KV6835.The geoid height was determined by GEOID03.
 KV6835
 KV6835;                    North         East     Units Scale Factor Converg.
 KV6835;SPC NJ       -   217,372.475   187,324.727   MT  0.99991714   +0 17 20.2
 KV6835;SPC NJ       -   713,162.86    614,581.21   sFT  0.99991714   +0 17 20.2
 KV6835;SPC NY E     -   217,372.475   187,324.727   MT  0.99991714   +0 17 20.2
 KV6835;SPC NY E     -   713,162.86    614,581.21   sFT  0.99991714   +0 17 20.2
 KV6835;SPC NY L     -    69,269.731   295,127.881   MT  0.99999544   -0 02 15.9
 KV6835;SPC NY L     -   227,262.44    968,265.39   sFT  0.99999544   -0 02 15.9
 KV6835;UTM  18      - 4,515,921.921   579,497.672   MT  0.99967779   +0 36 56.2
 KV6835
 KV6835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6835!SPC NJ       -   1.00000459  x   0.99991714  =   0.99992172
 KV6835!SPC NY E     -   1.00000459  x   0.99991714  =   0.99992172
 KV6835!SPC NY L     -   1.00000459  x   0.99999544  =   1.00000003
 KV6835!UTM  18      -   1.00000459  x   0.99967779  =   0.99968237
 KV6835
 KV6835                          SUPERSEDED SURVEY CONTROL
 KV6835
 KV6835  NAD 83(1996)-  40 47 25.60019(N)    074 03 27.81386(W) AD(       ) 1
 KV6835  NAD 83(1996)-  40 47 25.59894(N)    074 03 27.81523(W) AD(       ) 1
 KV6835  NAD 83(1992)-  40 47 25.59801(N)    074 03 27.81623(W) AD(       ) 1
 KV6835  NAD 83(1986)-  40 47 25.59836(N)    074 03 27.81618(W) AD(       ) 1
 KV6835
 KV6835.Superseded values are not recommended for survey control.
 KV6835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6835.See file dsdata.txt to determine how the superseded data were derived.
 KV6835
 KV6835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7949815922(NAD 83)
 KV6835_MARKER: DD = SURVEY DISK
 KV6835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6835_SP_SET: CONCRETE POST
 KV6835_STAMPING: 9 A 1 1992
 KV6835_MARK LOGO: NJGS  
 KV6835_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6835+STABILITY: SURFACE MOTION
 KV6835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6835+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2005
 KV6835
 KV6835  HISTORY     - Date     Condition        Report By
 KV6835  HISTORY     - 1992     MONUMENTED       NJGS
 KV6835  HISTORY     - 19980929 GOOD             PORANY
 KV6835  HISTORY     - 20020905 GOOD             INDIV
 KV6835  HISTORY     - 20030131 GOOD             INDIV
 KV6835  HISTORY     - 20040408 GOOD             MACDEL
 KV6835  HISTORY     - 20050717 GOOD             JCLS
 KV6835
 KV6835                          STATION DESCRIPTION
 KV6835
 KV6835'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6835'THE STATION IS LOCATED IN THE TOWN OF SECAUCUS ON THE SOUTHWEST SIDE
 KV6835'OF PATERSON PLANK ROAD, NORTHWEST OF THE JUNCTION WITH PLAZA CENTER
 KV6835'ROAD AND ON THE GROUNDS OF A NEWLY CONSTRUCTED MUNICIPAL PARK,
 KV6835'ADJACENT TO A MUNICIPAL METERED PARKING LOT.  TO REACH THE STATION
 KV6835'FROM THE INTERSECTION OF PATERSON PLANK ROAD AND THE EXIT RAMP FROM
 KV6835'THE NEW JERSEY TURNPIKE AT INTERCHANGE 16E, GO NORTHWEST ON PATERSON
 KV6835'PLANK ROAD FOR 0.50 MI (0.80 KM) TO THE MUNICIPAL COMPLEX ON THE
 KV6835'LEFT.  CONTINUE AHEAD ON PATERSON PLANK ROAD FOR 0.25 MI (0.40 KM) TO
 KV6835'THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND IN A LANDSCAPED
 KV6835'TRIANGULAR FLOWER BED AT THE SOUTHEAST END OF THE MUNCIPAL PARK,
 KV6835'WHICH IS ALSO OPPOSITE THE ENTRANCE DRIVE TO THE ACME SUPERMARKET ON
 KV6835'THE EAST SIDE OF PATERSON PLANK ROAD AT THE JUNCTION OF PLAZA CENTER
 KV6835'ROAD.  THE STATION IS 3.5 M (11.5 FT) WEST SOUTHWEST FROM AND NORMAL
 KV6835'TO THE WEST CURB OF PATERSON PLANK ROAD, 3.6 M (11.8 FT) NORTH
 KV6835'NORTHEAST FROM AND NORMAL TO THE EAST CURB OF THE MUNICIPAL PARKING
 KV6835'LOT, 17.6 M (57.7 FT) NORTH FROM A TRAFFIC SIGNAL ON THE NORTHWEST
 KV6835'SIDE OF PLAZA CENTER ROAD, 1.5 M (4.9 FT) NORTH NORTHWEST FROM THE
 KV6835'SOUTH END OF THE LANDSCAPED NOSING OF THE FLOWER BED AND 12.9 M
 KV6835'(42.3 FT) NORTHEAST FROM THE SOUTHEAST CORNER CURB OF THE MUNICIPAL
 KV6835'PARKING LOT.
 KV6835
 KV6835                          STATION RECOVERY (1998)
 KV6835
 KV6835'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 1998 (SSZ)
 KV6835'RECOVERED IN GOOD CONDITION.
 KV6835
 KV6835                          STATION RECOVERY (2002)
 KV6835
 KV6835'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FP)
 KV6835'RECOVERED AS DESCRIBED BY MACDEL ENGINEERING, P.C.
 KV6835'THE TOWN OF SECAUCUS PLACES A CHRISTMAS TREE OVER THE POINT DURING THE
 KV6835'CHRISTMAS SEASON. ALTHOUGH THE POINT IS NOT DISTURBED, IT MAY NOT BE
 KV6835'ACCESSIBLE DURING THIS TIME OF YEAR.
 KV6835
 KV6835                          STATION RECOVERY (2003)
 KV6835
 KV6835'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (FP)
 KV6835'RECOVERED AS DESCRIBED BY MACDEL ENGINEERING, P.C.
 KV6835' 
 KV6835
 KV6835                          STATION RECOVERY (2004)
 KV6835
 KV6835'RECOVERY NOTE BY MACDEL ENGINEERING 2004 (FP)
 KV6835'RECOVERED AS DESCRIBED
 KV6835
 KV6835                          STATION RECOVERY (2005)
 KV6835
 KV6835'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 KV6835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6836 ***********************************************************************
 KV6836  DESIGNATION -  9 B 1
 KV6836  PID         -  KV6836
 KV6836  STATE/COUNTY-  NJ/HUDSON
 KV6836  USGS QUAD   -  JERSEY CITY (1981)
 KV6836
 KV6836                         *CURRENT SURVEY CONTROL
 KV6836  ___________________________________________________________________
 KV6836* NAD 83(1996)-  40 42 11.04318(N)    074 06 05.32773(W)     ADJUSTED  
 KV6836* NAVD 88     -         3.1    (meters)      10.     (feet)  GPS OBS   
 KV6836  ___________________________________________________________________
 KV6836  X           -   1,326,427.995 (meters)                     COMP
 KV6836  Y           -  -4,656,918.183 (meters)                     COMP
 KV6836  Z           -   4,137,462.054 (meters)                     COMP
 KV6836  LAPLACE CORR-           5.85  (seconds)                    DEFLEC99
 KV6836  ELLIP HEIGHT-         -29.00  (meters)          (10/23/02) GPS OBS
 KV6836  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV6836
 KV6836  HORZ ORDER  -  FIRST
 KV6836  ELLP ORDER  -  FOURTH    CLASS I
 KV6836
 KV6836.The horizontal coordinates were established by GPS observations
 KV6836.and adjusted by the National Geodetic Survey in May 1999..
 KV6836
 KV6836.The orthometric height was determined by GPS observations and a
 KV6836.high-resolution geoid model.
 KV6836
 KV6836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6836
 KV6836.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6836
 KV6836.The ellipsoidal height was determined by GPS observations
 KV6836.and is referenced to NAD 83.
 KV6836
 KV6836.The geoid height was determined by GEOID03.
 KV6836
 KV6836;                    North         East     Units Scale Factor Converg.
 KV6836;SPC NJ       -   207,652.582   183,676.255   MT  0.99991395   +0 15 35.6
 KV6836;SPC NJ       -   681,273.51    602,611.18   sFT  0.99991395   +0 15 35.6
 KV6836;SPC NY L     -    59,569.999   291,423.784   MT  0.99999818   -0 03 59.0
 KV6836;SPC NY L     -   195,439.24    956,112.86   sFT  0.99999818   -0 03 59.0
 KV6836;SPC NY E     -   207,652.582   183,676.255   MT  0.99991395   +0 15 35.6
 KV6836;SPC NY E     -   681,273.51    602,611.18   sFT  0.99991395   +0 15 35.6
 KV6836;UTM  18      - 4,506,183.752   575,905.494   MT  0.99967092   +0 35 09.6
 KV6836
 KV6836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6836!SPC NJ       -   1.00000455  x   0.99991395  =   0.99991850
 KV6836!SPC NY L     -   1.00000455  x   0.99999818  =   1.00000273
 KV6836!SPC NY E     -   1.00000455  x   0.99991395  =   0.99991850
 KV6836!UTM  18      -   1.00000455  x   0.99967092  =   0.99967547
 KV6836
 KV6836                          SUPERSEDED SURVEY CONTROL
 KV6836
 KV6836  ELLIP H (05/14/99)  -28.99   (m)                       GP(       ) 4 1
 KV6836  NAD 83(1996)-  40 42 11.04310(N)    074 06 05.32781(W) AD(       ) 1
 KV6836  NAD 83(1996)-  40 42 11.04194(N)    074 06 05.32891(W) AD(       ) 1
 KV6836  NAD 83(1992)-  40 42 11.04126(N)    074 06 05.33004(W) AD(       ) 1
 KV6836  NAD 83(1986)-  40 42 11.04136(N)    074 06 05.33002(W) AD(       ) 1
 KV6836
 KV6836.Superseded values are not recommended for survey control.
 KV6836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6836.See file dsdata.txt to determine how the superseded data were derived.
 KV6836
 KV6836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7590506184(NAD 83)
 KV6836_MARKER: DD = SURVEY DISK
 KV6836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6836_SP_SET: CONCRETE POST
 KV6836_STAMPING: 9 B 1 1992
 KV6836_MARK LOGO: NJGS  
 KV6836_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6836+STABILITY: SURFACE MOTION
 KV6836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6836+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2005
 KV6836
 KV6836  HISTORY     - Date     Condition        Report By
 KV6836  HISTORY     - 1992     MONUMENTED       NJGS
 KV6836  HISTORY     - 19950926 GOOD             NJGS
 KV6836  HISTORY     - 20000516 GOOD             PORANY
 KV6836  HISTORY     - 20031216 GOOD             INDIV
 KV6836  HISTORY     - 20040408 GOOD             MACDEL
 KV6836  HISTORY     - 20050502 GOOD             KSENG
 KV6836
 KV6836                          STATION DESCRIPTION
 KV6836
 KV6836'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6836'THE STATION IS LOCATED IN THE CITY OF JERSEY CITY ON THE WEST SIDE OF
 KV6836'STATE HIGHWAY 440, ABOUT 0.25 MI (0.40 KM) SOUTHWEST FROM THE
 KV6836'JUNCTION OF STATE HIGHWAY 440 WITH DANFORTH AVENUE.  TO REACH THE
 KV6836'STATION FROM THE JUNCTION OF STATE HIGHWAY 440 AND U.S. HIGHWAYS 1
 KV6836'AND 9 AND COMMUNIPAW AVENUE, GO 1.6 MI (2.6 KM) SOUTHWEST ON STATE
 KV6836'HIGHWAY 440 TO THE STATION ON THE RIGHT, SET FLUSH WITH THE GROUND IN
 KV6836'A TRIANGULAR SHAPED TRAFFIC ISLAND AT THE ENTRANCE ROAD LEADING TO
 KV6836'THE JERSEY CITY STATE COLLEGE TIDELANDS SPORTS COMPLEX.  THE STATION
 KV6836'IS 8.6 M (28.2 FT) NORTHWEST FROM THE SOUTHEAST CURBLINE OF THE
 KV6836'SOUTHBOUND LANES OF STATE HIGHWAY 440, 8.4 M (27.6 FT) SOUTHWEST FROM
 KV6836'THE NORTHEAST NOSE OF THE TRAFFIC ISLAND, 12.45 M (40.85 FT) NORTH
 KV6836'FROM THE SOUTH NOSE OF THE TRAFFIC ISLAND, 4.95 M (16.24 FT)
 KV6836'SOUTHEAST FROM THE NORTHWEST NOSE OF THE TRAFFIC ISLAND, 30.6 M
 KV6836'(100.4 FT) NORTHEAST FROM THE SOUTHEAST END OF A CHAIN LINK FENCE AT
 KV6836'THE WEST END OF THE SPORTS COMPLEX AND 16.7 M (54.8 FT) SOUTH FROM
 KV6836'THE CENTER OF A STATE HIGHWAY DEPARTMENT MANHOLE AT THE SOUTHWEST END
 KV6836'OF A DRAINAGE SWALE.
 KV6836
 KV6836                          STATION RECOVERY (1995)
 KV6836
 KV6836'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV6836'RECOVERED AS DESCRIBED.
 KV6836
 KV6836                          STATION RECOVERY (2000)
 KV6836
 KV6836'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2000 (SSZ)
 KV6836'RECOVERED IN GOOD CONDITION.
 KV6836
 KV6836                          STATION RECOVERY (2003)
 KV6836
 KV6836'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JV)
 KV6836'RECOVERED AS DESCRIBED BY
 KV6836'MACDEL ENGINEERING, P.C.
 KV6836
 KV6836                          STATION RECOVERY (2004)
 KV6836
 KV6836'RECOVERY NOTE BY MACDEL ENGINEERING 2004 (FP)
 KV6836'RECOVERED AS DESCRIBED
 KV6836
 KV6836                          STATION RECOVERY (2005)
 KV6836
 KV6836'RECOVERY NOTE BY KS ENGINEERS PC 2005 (HGP)
 KV6836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6837 ***********************************************************************
 KV6837  DESIGNATION -  9 C 1
 KV6837  PID         -  KV6837
 KV6837  STATE/COUNTY-  NJ/HUDSON
 KV6837  USGS QUAD   -  ELIZABETH (1995)
 KV6837
 KV6837                         *CURRENT SURVEY CONTROL
 KV6837  ___________________________________________________________________
 KV6837* NAD 83(1996)-  40 39 46.13835(N)    074 07 56.83614(W)     ADJUSTED  
 KV6837* NAVD 88     -         2.2    (meters)       7.     (feet)  GPS OBS   
 KV6837  ___________________________________________________________________
 KV6837  X           -   1,324,706.679 (meters)                     COMP
 KV6837  Y           -  -4,660,436.546 (meters)                     COMP
 KV6837  Z           -   4,134,071.805 (meters)                     COMP
 KV6837  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 KV6837  ELLIP HEIGHT-         -30.03  (meters)          (10/23/02) GPS OBS
 KV6837  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KV6837
 KV6837  HORZ ORDER  -  FIRST
 KV6837  ELLP ORDER  -  FOURTH    CLASS I
 KV6837
 KV6837.The horizontal coordinates were established by GPS observations
 KV6837.and adjusted by the National Geodetic Survey in May 1999..
 KV6837
 KV6837.The orthometric height was determined by GPS observations and a
 KV6837.high-resolution geoid model.
 KV6837
 KV6837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6837
 KV6837.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6837
 KV6837.The ellipsoidal height was determined by GPS observations
 KV6837.and is referenced to NAD 83.
 KV6837
 KV6837.The geoid height was determined by GEOID03.
 KV6837
 KV6837;                    North         East     Units Scale Factor Converg.
 KV6837;SPC NJ       -   203,171.781   181,077.487   MT  0.99991188   +0 14 22.2
 KV6837;SPC NJ       -   666,572.75    594,085.06   sFT  0.99991188   +0 14 22.2
 KV6837;SPC NY L     -    55,103.681   288,799.322   MT  1.00000022   -0 05 11.9
 KV6837;SPC NY L     -   180,785.99    947,502.44   sFT  1.00000022   -0 05 11.9
 KV6837;SPC NY E     -   203,171.781   181,077.487   MT  0.99991188   +0 14 22.2
 KV6837;SPC NY E     -   666,572.75    594,085.06   sFT  0.99991188   +0 14 22.2
 KV6837;UTM  18      - 4,501,689.338   573,332.889   MT  0.99966619   +0 33 55.2
 KV6837
 KV6837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6837!SPC NJ       -   1.00000471  x   0.99991188  =   0.99991659
 KV6837!SPC NY L     -   1.00000471  x   1.00000022  =   1.00000493
 KV6837!SPC NY E     -   1.00000471  x   0.99991188  =   0.99991659
 KV6837!UTM  18      -   1.00000471  x   0.99966619  =   0.99967090
 KV6837
 KV6837                          SUPERSEDED SURVEY CONTROL
 KV6837
 KV6837  ELLIP H (05/14/99)  -30.02   (m)                       GP(       ) 4 1
 KV6837  NAD 83(1996)-  40 39 46.13825(N)    074 07 56.83625(W) AD(       ) 1
 KV6837  NAD 83(1986)-  40 39 46.13661(N)    074 07 56.83833(W) AD(       ) 1
 KV6837
 KV6837.Superseded values are not recommended for survey control.
 KV6837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6837.See file dsdata.txt to determine how the superseded data were derived.
 KV6837
 KV6837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7333301689(NAD 83)
 KV6837_MARKER: DD = SURVEY DISK
 KV6837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6837_SP_SET: CONCRETE POST
 KV6837_STAMPING: 9 C 1 1992
 KV6837_MARK LOGO: NJGS  
 KV6837_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6837+STABILITY: SURFACE MOTION
 KV6837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6837+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 KV6837
 KV6837  HISTORY     - Date     Condition        Report By
 KV6837  HISTORY     - 1992     MONUMENTED       NJGS
 KV6837  HISTORY     - 19951005 GOOD             NJGS
 KV6837  HISTORY     - 20020905 GOOD             INDIV
 KV6837
 KV6837                          STATION DESCRIPTION
 KV6837
 KV6837'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6837'THE STATION IS LOCATED IN THE CITY OF BAYONNE ON THE GROUNDS OF THE
 KV6837'SIXTEENTH STREET PARK.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV6837'THE NEW JERSEY TURNPIKE BRIDGE OVER KENNEDY BOULEVARD, GO 1.1 MI
 KV6837'(1.8 KM) SOUTH ON KENNEDY BOULEVARD TO THE WYE JUNCTION WITH AVENUE
 KV6837'A.  BEAR TO THE RIGHT AND GO 1.3 MI (2.1 KM) SOUTHWEST ON AVENUE A TO
 KV6837'THE JUNCTION WITH WEST SIXTEENTH STREET AND THE CITY OF BAYONNE FIRE
 KV6837'DEPARTMENT TRAINING SCHOOL.  TURN RIGHT AND GO 0.15 MI (0.24 KM) WEST
 KV6837'NORTHWEST ON WEST SIXTEENTH STREET TO THE END AND A PAVED ROAD
 KV6837'LEADING TO THE PARKING LOT ON THE LEFT.  TURN LEFT AND FOLLOW THE
 KV6837'PAVED ROAD FOR 0.1 MI, (0.2 KM) PASSING THE SERGEANT JAMES J. SHEA
 KV6837'PISTOL RANGE ON LEFT, TO A DRIVEWAY ON THE LEFT AT THE SOUTHEAST END
 KV6837'OF SEVERAL TENNIS COURTS.  TURN LEFT AND FOLLOW THE DRIVEWAY ON THE
 KV6837'SOUTHWEST SIDE OF THE PARK TO THE STATION ON THE RIGHT SET FLUSH WITH
 KV6837'THE GROUND NEAR THE WATER FRONT.  THE STATION IS 1.5 M (4.9 FT)
 KV6837'NORTHEAST FROM THE WOOD POST AND CHAIN LINK FENCE, 29.5 M (96.8 FT)
 KV6837'NORTHWEST FROM THE SOUTHWEST CORNER OF THE TENNIS COURTS, 4.9 M
 KV6837'(16.1 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF THE PARK PATH, 13.2 M
 KV6837'(43.3 FT) WEST FROM A PARK PATH LIGHT, 10.2 M (33.5 FT) SOUTHEAST
 KV6837'FROM A PARK PATH LIGHT, 1.7 M (5.6 FT) NORTH FROM THE NINETEENTH 8
 KV6837'INCH DIAMETER FENCE POST WITH NAIL ON TOP ON THE SOUTHWEST SIDE OF
 KV6837'THE PARK AND 1.5 M (4.9 FT) EAST FROM THE TWENTIETH 8 INCH DIAMETER
 KV6837'FENCE POST WITH NAIL ON TOP AT THE SOUTHWEST SIDE OF THE PARK.
 KV6837
 KV6837                          STATION RECOVERY (1995)
 KV6837
 KV6837'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 KV6837'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES SINCE THE PREVIOUS
 KV6837'RECOVERY.  THE STATION IS LOCATED IN THE CITY OF BAYONNE ON THE
 KV6837'GROUNDS OF THE SIXTEENTH STREET PARK.  TO REACH THE STATION FROM THE
 KV6837'JUNCTION OF SOUTHBOUND STATE ROUTE 169 AND THE AVENUE A EXIT, THE LAST
 KV6837'EXIT IN NEW JERSEY,TAKE THE RAMP LEADING TO AVENUE A, GO NORTH ON
 KV6837'AVENUE A TO THE JUNCTION WITH SIXTEENTH STREET.  FROM HERE, THE 1992
 KV6837'RECOVERY IS ADEQUATE TO REACH THE STATION.
 KV6837
 KV6837                          STATION RECOVERY (2002)
 KV6837
 KV6837'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FP)
 KV6837'RECOVERED AS DESCRIBED BY MACDEL ENGINEERING, P.C.
 KV6837'DESCRIPTION IS ADEQUATE BUT THE FOLLOWING SHOULD CHANGED.
 KV6837'THE WOOD FENCE IS AN 8X8 WOOD POST AND CHAIN FENCE.
 KV6837'IT WAS DESCRIBED AS AN 8 INCH DIAMETER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1113 ***********************************************************************
 KV1113  DESIGNATION -  9 PRR
 KV1113  PID         -  KV1113
 KV1113  STATE/COUNTY-  NJ/HUNTERDON
 KV1113  USGS QUAD   -  LAMBERTVILLE (1995)
 KV1113
 KV1113                         *CURRENT SURVEY CONTROL
 KV1113  ___________________________________________________________________
 KV1113* NAD 83(1986)-  40 21 55.     (N)    074 56 45.     (W)     SCALED    
 KV1113* NAVD 88     -        21.997  (meters)      72.17   (feet)  ADJUSTED  
 KV1113  ___________________________________________________________________
 KV1113  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KV1113  DYNAMIC HT  -          21.987 (meters)      72.14  (feet)  COMP
 KV1113  MODELED GRAV-     980,147.8   (mgal)                       NAVD 88
 KV1113
 KV1113  VERT ORDER  -  SECOND    CLASS 0
 KV1113
 KV1113.The horizontal coordinates were scaled from a topographic map and have
 KV1113.an estimated accuracy of +/- 6 seconds.
 KV1113
 KV1113.The orthometric height was determined by differential leveling
 KV1113.and adjusted by the National Geodetic Survey in June 1991..
 KV1113
 KV1113.The geoid height was determined by GEOID03.
 KV1113
 KV1113.The dynamic height is computed by dividing the NAVD 88
 KV1113.geopotential number by the normal gravity value computed on the
 KV1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1113.degrees latitude (g = 980.6199 gals.).
 KV1113
 KV1113.The modeled gravity was interpolated from observed gravity values.
 KV1113
 KV1113;                    North         East    Units  Estimated Accuracy
 KV1113;SPC NJ       -   170,170.      112,140.      MT  (+/- 180 meters Scaled)
 KV1113
 KV1113                          SUPERSEDED SURVEY CONTROL
 KV1113
 KV1113  NGVD 29 (??/??/??)   22.271  (m)           73.07   (f) ADJUSTED    2 0
 KV1113
 KV1113.Superseded values are not recommended for survey control.
 KV1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1113.See file dsdata.txt to determine how the superseded data were derived.
 KV1113
 KV1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK045683(NAD 83)
 KV1113_MARKER: B = BOLT
 KV1113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1113_SP_SET: DOORSILL
 KV1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1113
 KV1113  HISTORY     - Date     Condition        Report By
 KV1113  HISTORY     - 1935     MONUMENTED       PRR
 KV1113  HISTORY     - 1956     GOOD             CGS
 KV1113  HISTORY     - 1974     GOOD             NJGS
 KV1113  HISTORY     - 19970126 MARK NOT FOUND   USPSQD
 KV1113
 KV1113                          STATION DESCRIPTION
 KV1113
 KV1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1113'AT LAMBERTVILLE.
 KV1113'AT LAMBERTVILLE, AT THE PENNSYLVANIA RAILROAD STATION, ON TOP
 KV1113'OF THE NORTHEAST END OF THE DOOR SILL AT THE ENTRANCE TO THE
 KV1113'STATION BAGGAGE ROOM, 9.5 FEET NORTHWEST OF THE SOUTH CORNER
 KV1113'OF THE STATION AND 0.6 FOOT ABOVE THE SIDEWALK.  NOTE-- 9.5 FT.
 KV1113'SHOULD BE CHANGED TO READ 8.5 FT. N.W. OF S. CORNER OF STATION
 KV1113'ADDITION ON E SIDE OF BUILDING, 31.4 FT. WEST OF WEST RAIL
 KV1113'AND 61.6 FT. S OF NE CORNER OF BLDG.
 KV1113
 KV1113                          STATION RECOVERY (1974)
 KV1113
 KV1113'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1974
 KV1113'RECOVERED IN GOOD CONDITION.
 KV1113
 KV1113                          STATION RECOVERY (1997)
 KV1113
 KV1113'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV1113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0595 ***********************************************************************
 JU0595  DESIGNATION -  90
 JU0595  PID         -  JU0595
 JU0595  STATE/COUNTY-  NJ/BURLINGTON
 JU0595  USGS QUAD   -  INDIAN MILLS (1977)
 JU0595
 JU0595                         *CURRENT SURVEY CONTROL
 JU0595  ___________________________________________________________________
 JU0595* NAD 83(1986)-  39 46 31.     (N)    074 37 42.     (W)     SCALED    
 JU0595* NAVD 88     -        23.278  (meters)      76.37   (feet)  ADJUSTED  
 JU0595  ___________________________________________________________________
 JU0595  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU0595  DYNAMIC HT  -          23.267 (meters)      76.34  (feet)  COMP
 JU0595  MODELED GRAV-     980,159.8   (mgal)                       NAVD 88
 JU0595
 JU0595  VERT ORDER  -  SECOND    CLASS 0
 JU0595
 JU0595.The horizontal coordinates were scaled from a topographic map and have
 JU0595.an estimated accuracy of +/- 6 seconds.
 JU0595
 JU0595.The orthometric height was determined by differential leveling
 JU0595.and adjusted by the National Geodetic Survey in June 1991..
 JU0595
 JU0595.The geoid height was determined by GEOID03.
 JU0595
 JU0595.The dynamic height is computed by dividing the NAVD 88
 JU0595.geopotential number by the normal gravity value computed on the
 JU0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0595.degrees latitude (g = 980.6199 gals.).
 JU0595
 JU0595.The modeled gravity was interpolated from observed gravity values.
 JU0595
 JU0595;                    North         East    Units  Estimated Accuracy
 JU0595;SPC NJ       -   104,570.      139,010.      MT  (+/- 180 meters Scaled)
 JU0595
 JU0595                          SUPERSEDED SURVEY CONTROL
 JU0595
 JU0595  NGVD 29 (??/??/??)   23.656  (m)           77.61   (f) ADJUSTED    2 0
 JU0595
 JU0595.Superseded values are not recommended for survey control.
 JU0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0595.See file dsdata.txt to determine how the superseded data were derived.
 JU0595
 JU0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK318028(NAD 83)
 JU0595_MARKER: Z = SEE DESCRIPTION
 JU0595_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0595_SP_SET: MILEPOST BASE
 JU0595_MARK LOGO: CNJRR 
 JU0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0595
 JU0595  HISTORY     - Date     Condition        Report By
 JU0595  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0595  HISTORY     - 1954     GOOD             CGS
 JU0595  HISTORY     - 19950303 MARK NOT FOUND   NJGS
 JU0595
 JU0595                          STATION DESCRIPTION
 JU0595
 JU0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JU0595'5.7 MI SW FROM CHATSWORTH.
 JU0595'5.7 MILES SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 JU0595'FROM THE STATION AT CHATSWORTH, BURLINGTON COUNTY, AT MILEPOST
 JU0595'90, ON THE IRON PORTION OF THE BASE ON THE SOUTHEAST CORNER,
 JU0595'0.1 MILE SOUTHWEST OF A GRADE CROSSING, 12-1/2 FEET NORTHWEST
 JU0595'OF THE CENTERLINE OF THE TRACK, 10 FEET NORTHWEST OF THE
 JU0595'NORTHWEST RAIL AND PROJECTING 8 INCHES ABOVE GROUND.  A RAISED
 JU0595'LUG.
 JU0595
 JU0595                          STATION RECOVERY (1995)
 JU0595
 JU0595'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0595'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0595'SEARCH BY A TWO MAN PARTY.  ONLY THE REMAINS OF THE CONCRETE BASE THAT
 JU0595'SUPPORTED THE IRON POST AND BASE WERE FOUND.  THE STATION IS
 JU0595'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0107 ***********************************************************************
 KV0107  DESIGNATION -  90 C OF N
 KV0107  PID         -  KV0107
 KV0107  STATE/COUNTY-  NJ/ESSEX
 KV0107  USGS QUAD   -  ELIZABETH (1995)
 KV0107
 KV0107                         *CURRENT SURVEY CONTROL
 KV0107  ___________________________________________________________________
 KV0107* NAD 83(1986)-  40 44 22.     (N)    074 09 57.     (W)     SCALED    
 KV0107* NAVD 88     -        10.952  (meters)      35.93   (feet)  ADJUSTED  
 KV0107  ___________________________________________________________________
 KV0107  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV0107  DYNAMIC HT  -          10.947 (meters)      35.92  (feet)  COMP
 KV0107  MODELED GRAV-     980,221.8   (mgal)                       NAVD 88
 KV0107
 KV0107  VERT ORDER  -  FIRST     CLASS II
 KV0107
 KV0107.The horizontal coordinates were scaled from a topographic map and have
 KV0107.an estimated accuracy of +/- 6 seconds.
 KV0107
 KV0107.The orthometric height was determined by differential leveling
 KV0107.and adjusted by the National Geodetic Survey in June 1991..
 KV0107
 KV0107.The geoid height was determined by GEOID03.
 KV0107
 KV0107.The dynamic height is computed by dividing the NAVD 88
 KV0107.geopotential number by the normal gravity value computed on the
 KV0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0107.degrees latitude (g = 980.6199 gals.).
 KV0107
 KV0107.The modeled gravity was interpolated from observed gravity values.
 KV0107
 KV0107;                    North         East    Units  Estimated Accuracy
 KV0107;SPC NJ       -   211,670.      178,220.      MT  (+/- 180 meters Scaled)
 KV0107
 KV0107                          SUPERSEDED SURVEY CONTROL
 KV0107
 KV0107  NGVD 29 (??/??/??)   11.289  (m)           37.04   (f) ADJUSTED    1 2
 KV0107
 KV0107.Superseded values are not recommended for survey control.
 KV0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0107.See file dsdata.txt to determine how the superseded data were derived.
 KV0107
 KV0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL704101(NAD 83)
 KV0107_MARKER: Q = CHISELED SQUARE
 KV0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0107_SP_SET: DOORSILL
 KV0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0107
 KV0107  HISTORY     - Date     Condition        Report By
 KV0107  HISTORY     - 1933     MONUMENTED       NJ2130
 KV0107  HISTORY     - 1934     GOOD             CGS
 KV0107  HISTORY     - 19950620 MARK NOT FOUND   USPSQD
 KV0107
 KV0107                          STATION DESCRIPTION
 KV0107
 KV0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0107'AT NEWARK.
 KV0107'AT NEWARK, ESSEX COUNTY, AT 1107 RAYMOND BOULEVARD (FORMERLY
 KV0107'96 CANAL STREET) 24 FEET NORTH OF THE NORTH CURB, ON THE STONE
 KV0107'DOORSILL OF A 3-STORY BRICK BUILDING, AND ABOUT 2-1/2 FEET
 KV0107'HIGHER THAN THE SIDEWALK.  A CHISELED SQUARE.
 KV0107
 KV0107                          STATION RECOVERY (1995)
 KV0107
 KV0107'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9737 ***********************************************************************
 AI9737  DESIGNATION -  9038
 AI9737  PID         -  AI9737
 AI9737  STATE/COUNTY-  NJ/CUMBERLAND
 AI9737  USGS QUAD   -  PORT ELIZABETH (1994)
 AI9737
 AI9737                         *CURRENT SURVEY CONTROL
 AI9737  ___________________________________________________________________
 AI9737* NAD 83(1986)-  39 16 45.     (N)    074 57 45.     (W)     SCALED    
 AI9737* NAVD 88     -         7.525  (meters)      24.69   (feet)  ADJUSTED  
 AI9737  ___________________________________________________________________
 AI9737  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 AI9737  DYNAMIC HT  -           7.521 (meters)      24.68  (feet)  COMP
 AI9737  MODELED GRAV-     980,102.3   (mgal)                       NAVD 88
 AI9737
 AI9737  VERT ORDER  -  FIRST     CLASS II
 AI9737
 AI9737.The horizontal coordinates were scaled from a topographic map and have
 AI9737.an estimated accuracy of +/- 6 seconds.
 AI9737
 AI9737.The orthometric height was determined by differential leveling
 AI9737.and adjusted by the National Geodetic Survey in March 2001..
 AI9737
 AI9737.The geoid height was determined by GEOID03.
 AI9737
 AI9737.The dynamic height is computed by dividing the NAVD 88
 AI9737.geopotential number by the normal gravity value computed on the
 AI9737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9737.degrees latitude (g = 980.6199 gals.).
 AI9737
 AI9737.The modeled gravity was interpolated from observed gravity values.
 AI9737
 AI9737;                    North         East    Units  Estimated Accuracy
 AI9737;SPC NJ       -    49,590.      110,100.      MT  (+/- 180 meters Scaled)
 AI9737
 AI9737                          SUPERSEDED SURVEY CONTROL
 AI9737
 AI9737.No superseded survey control is available for this station.
 AI9737
 AI9737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ032477(NAD 83)
 AI9737_MARKER: DD = SURVEY DISK
 AI9737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9737_STAMPING: 9038
 AI9737_MARK LOGO: NJGS  
 AI9737_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9737+STABILITY: SURFACE MOTION
 AI9737_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9737+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1998
 AI9737
 AI9737  HISTORY     - Date     Condition        Report By
 AI9737  HISTORY     - 1937     MONUMENTED       NJGS
 AI9737  HISTORY     - 19981116 GOOD             NJGS
 AI9737
 AI9737                          STATION DESCRIPTION
 AI9737
 AI9737'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9737'THE STATION IS LOCATED IN MAURICE RIVER TOWNSHIP ON THE SOUTHEAST SIDE
 AI9737'OF STATE ROUTE 47.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI9737'STATE ROUTE 47 AND MAURICETOWN ROAD, COUNTY ROAD 670, GO SOUTH ON
 AI9737'STATE ROUTE 47 FOR 0.6 MI (1.0 KM) TO THE STATION ON THE LEFT.  THE
 AI9737'STATION IS 12.7 M (41.7 FT) EAST SOUTHEAST FROM THE CENTERINE OF STATE
 AI9737'ROUTE 47, 25.3 M (83.0 FT) SOUTH FROM A WOOD UTILITY POLE WITH NO
 AI9737'NUMBER AND 11.6 M (38.1 FT) NORTHEAST FROM THE END POST OF A STEEL
 AI9737'GUIDE RAIL ON THE SOUTHEAST SIDE OF STATE ROUTE 47.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0723 ***********************************************************************
 LY0723  DESIGNATION -  908.78
 LY0723  PID         -  LY0723
 LY0723  STATE/COUNTY-  NJ/SUSSEX
 LY0723  USGS QUAD   -  PORT JERVIS SOUTH (1983)
 LY0723
 LY0723                         *CURRENT SURVEY CONTROL
 LY0723  ___________________________________________________________________
 LY0723* NAD 83(1986)-  41 17 06.     (N)    074 39 19.     (W)     SCALED    
 LY0723* NAVD 88     -       276.778  (meters)     908.06   (feet)  ADJUSTED  
 LY0723  ___________________________________________________________________
 LY0723  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LY0723  DYNAMIC HT  -         276.658 (meters)     907.67  (feet)  COMP
 LY0723  MODELED GRAV-     980,180.7   (mgal)                       NAVD 88
 LY0723
 LY0723  VERT ORDER  -  FIRST     CLASS II
 LY0723
 LY0723.The horizontal coordinates were scaled from a topographic map and have
 LY0723.an estimated accuracy of +/- 6 seconds.
 LY0723
 LY0723.The orthometric height was determined by differential leveling
 LY0723.and adjusted by the National Geodetic Survey in June 1991..
 LY0723
 LY0723.The geoid height was determined by GEOID03.
 LY0723
 LY0723.The dynamic height is computed by dividing the NAVD 88
 LY0723.geopotential number by the normal gravity value computed on the
 LY0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0723.degrees latitude (g = 980.6199 gals.).
 LY0723
 LY0723.The modeled gravity was interpolated from observed gravity values.
 LY0723
 LY0723;                    North         East    Units  Estimated Accuracy
 LY0723;SPC NJ       -   272,210.      136,990.      MT  (+/- 180 meters Scaled)
 LY0723
 LY0723                          SUPERSEDED SURVEY CONTROL
 LY0723
 LY0723  NGVD 29 (??/??/92)  276.956  (m)          908.65   (f) ADJ UNCH    1 2
 LY0723
 LY0723.Superseded values are not recommended for survey control.
 LY0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0723.See file dsdata.txt to determine how the superseded data were derived.
 LY0723
 LY0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL288704(NAD 83)
 LY0723_MARKER: X = CHISELED CROSS
 LY0723_SETTING: 80 = SET IN A BOULDER
 LY0723_SP_SET: BOULDER
 LY0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0723+STABILITY: SURFACE MOTION
 LY0723
 LY0723  HISTORY     - Date     Condition        Report By
 LY0723  HISTORY     - UNK      MONUMENTED       NJDCED
 LY0723  HISTORY     - 1934     GOOD             NGS
 LY0723  HISTORY     - 20050731 GOOD             GEOCAC
 LY0723
 LY0723                          STATION DESCRIPTION
 LY0723
 LY0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0723'0.5 MI N FROM COLESVILLE.
 LY0723'0.5 MILE NORTH ALONG THE SUSSEX-PORT JERVIS HIGHWAY FROM THE POST
 LY0723'OFFICE AT COLESVILLE, 70 FEET WEST OF THE HIGHWAY, 6 FEET EAST
 LY0723'OF AN OLD DIRT ROAD, ON THE TOP OF A 1-1/2- BY 2- BY 4-FOOT
 LY0723'BOULDER, AND ABOUT 1-1/2 FEET HIGHER THAN THE GROUND.  A
 LY0723'CHISELED CROSS.
 LY0723
 LY0723                          STATION RECOVERY (2005)
 LY0723
 LY0723'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 LY0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7220 ***********************************************************************
 AA7220  DESIGNATION -  9097
 AA7220  PID         -  AA7220
 AA7220  STATE/COUNTY-  NJ/CUMBERLAND
 AA7220  USGS QUAD   -  CEDARVILLE (1992)
 AA7220
 AA7220                         *CURRENT SURVEY CONTROL
 AA7220  ___________________________________________________________________
 AA7220* NAD 83(1996)-  39 21 04.86421(N)    075 13 00.54686(W)     ADJUSTED  
 AA7220* NAVD 88     -        10.0    (meters)      33.     (feet)  GPS OBS   
 AA7220  ___________________________________________________________________
 AA7220  X           -   1,260,160.241 (meters)                     COMP
 AA7220  Y           -  -4,775,190.232 (meters)                     COMP
 AA7220  Z           -   4,022,540.219 (meters)                     COMP
 AA7220  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AA7220  ELLIP HEIGHT-         -23.92  (meters)          (10/23/02) GPS OBS
 AA7220  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 AA7220
 AA7220  HORZ ORDER  -  FIRST
 AA7220  ELLP ORDER  -  FOURTH    CLASS I
 AA7220
 AA7220.The horizontal coordinates were established by GPS observations
 AA7220.and adjusted by the National Geodetic Survey in May 1999..
 AA7220
 AA7220.The orthometric height was determined by GPS observations and a
 AA7220.high-resolution geoid model.
 AA7220
 AA7220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7220
 AA7220.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7220
 AA7220.The ellipsoidal height was determined by GPS observations
 AA7220.and is referenced to NAD 83.
 AA7220
 AA7220.The geoid height was determined by GEOID03.
 AA7220
 AA7220;                    North         East     Units Scale Factor Converg.
 AA7220;SPC NJ       -    57,748.219    88,218.717   MT  0.99994698   -0 27 16.3
 AA7220;SPC NJ       -   189,462.28    289,430.91   sFT  0.99994698   -0 27 16.3
 AA7220;UTM  18      - 4,355,789.991   481,318.498   MT  0.99960430   -0 08 14.9
 AA7220
 AA7220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7220!SPC NJ       -   1.00000375  x   0.99994698  =   0.99995073
 AA7220!UTM  18      -   1.00000375  x   0.99960430  =   0.99960805
 AA7220
 AA7220                          SUPERSEDED SURVEY CONTROL
 AA7220
 AA7220  ELLIP H (05/14/99)  -23.93   (m)                       GP(       ) 4 1
 AA7220  NAD 83(1992)-  39 21 04.86375(N)    075 13 00.54654(W) AD(       ) 1
 AA7220  ELLIP H (08/04/95)  -23.98   (m)                       GP(       ) 3 1
 AA7220
 AA7220.Superseded values are not recommended for survey control.
 AA7220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7220.See file dsdata.txt to determine how the superseded data were derived.
 AA7220
 AA7220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8131855790(NAD 83)
 AA7220_MARKER: DD = SURVEY DISK
 AA7220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7220_STAMPING: 9097
 AA7220_MARK LOGO: NJGS  
 AA7220_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7220+STABILITY: SURFACE MOTION
 AA7220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7220+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1994
 AA7220
 AA7220  HISTORY     - Date     Condition        Report By
 AA7220  HISTORY     - 1939     MONUMENTED       NJGS
 AA7220  HISTORY     - 19940831 GOOD             NJGS
 AA7220
 AA7220                          STATION DESCRIPTION
 AA7220
 AA7220'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA7220'THE STATION IS LOCATED IN LAWRENCE TOWNSHIP ON THE EAST SIDE OF NORTH
 AA7220'MAIN STREET, COUNTY ROAD 553.  TO REACH THE STATION FROM THE
 AA7220'INTERSECTION OF EAST MAPLE AVENUE, COUNTY ROAD 610 AND NORTH MAIN
 AA7220'STREET, COUNTY ROAD 553 IN CEDARVILLE, GO NORTH NORTHWEST ON NORTH
 AA7220'MAIN STREET FOR 1.7 MI (2.7 KM) TO THE STATION ON THE RIGHT.  THE
 AA7220'STATION IS 6.4 M (21.0 FT) EAST FROM THE CENTERLINE OF COUNTY ROAD
 AA7220'553, 3.3 M (10.8 FT) EAST FROM THE EAST EDGE OF PAVING OF COUNTY ROAD
 AA7220'553, 10.95 M (35.93 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF A ONE
 AA7220'STORY CONCRETE BLOCK BUILDING USED FOR FARM LABOR HOUSING, 13.5 M
 AA7220'(44.3 FT) NORTHWEST FROM THE SOUTHWEST CORNER OF A ONE STORY CONCRETE
 AA7220'BLOCK BUILDING USED FOR FARM LABOR HOUSING AND 6.3 M (20.7 FT) NORTH
 AA7220'FROM POLE NUMBER ACE 17217.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0596 ***********************************************************************
 JU0596  DESIGNATION -  91 CNJRR
 JU0596  PID         -  JU0596
 JU0596  STATE/COUNTY-  NJ/BURLINGTON
 JU0596  USGS QUAD   -  INDIAN MILLS (1977)
 JU0596
 JU0596                         *CURRENT SURVEY CONTROL
 JU0596  ___________________________________________________________________
 JU0596* NAD 83(1986)-  39 46 07.     (N)    074 38 41.     (W)     SCALED    
 JU0596* NAVD 88     -        20.355  (meters)      66.78   (feet)  ADJUSTED  
 JU0596  ___________________________________________________________________
 JU0596  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU0596  DYNAMIC HT  -          20.346 (meters)      66.75  (feet)  COMP
 JU0596  MODELED GRAV-     980,158.9   (mgal)                       NAVD 88
 JU0596
 JU0596  VERT ORDER  -  SECOND    CLASS 0
 JU0596
 JU0596.The horizontal coordinates were scaled from a topographic map and have
 JU0596.an estimated accuracy of +/- 6 seconds.
 JU0596
 JU0596.The orthometric height was determined by differential leveling
 JU0596.and adjusted by the National Geodetic Survey in June 1991..
 JU0596
 JU0596.The geoid height was determined by GEOID03.
 JU0596
 JU0596.The dynamic height is computed by dividing the NAVD 88
 JU0596.geopotential number by the normal gravity value computed on the
 JU0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0596.degrees latitude (g = 980.6199 gals.).
 JU0596
 JU0596.The modeled gravity was interpolated from observed gravity values.
 JU0596
 JU0596;                    North         East    Units  Estimated Accuracy
 JU0596;SPC NJ       -   103,840.      137,600.      MT  (+/- 180 meters Scaled)
 JU0596
 JU0596                          SUPERSEDED SURVEY CONTROL
 JU0596
 JU0596  NGVD 29 (??/??/??)   20.734  (m)           68.02   (f) ADJUSTED    2 0
 JU0596
 JU0596.Superseded values are not recommended for survey control.
 JU0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0596.See file dsdata.txt to determine how the superseded data were derived.
 JU0596
 JU0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK304021(NAD 83)
 JU0596_MARKER: Z = SEE DESCRIPTION
 JU0596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0596_SP_SET: MILEPOST BASE
 JU0596_MARK LOGO: CNJRR 
 JU0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0596
 JU0596  HISTORY     - Date     Condition        Report By
 JU0596  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0596  HISTORY     - 1935     GOOD             CGS
 JU0596  HISTORY     - 1947     GOOD             CGS
 JU0596  HISTORY     - 20050730 POOR             GEOCAC
 JU0596
 JU0596                          STATION DESCRIPTION
 JU0596
 JU0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0596'4.7 MI NE FROM ATSION.
 JU0596'4.7 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 JU0596'FROM THE STATION AT ATSION, BURLINGTON COUNTY, AT MILEPOST 91,
 JU0596'IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER
 JU0596'LINE OF THE TRACK.  A RAISED LUG.
 JU0596
 JU0596                          STATION RECOVERY (1947)
 JU0596
 JU0596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JU0596'RECOVERED IN GOOD CONDITION.
 JU0596
 JU0596                          STATION RECOVERY (2005)
 JU0596
 JU0596'RECOVERY NOTE BY GEOCACHING 2005 (GJT)
 JU0596'THE STEEL POST AND THE CAP HAVE BEEN REMOVED, AND ALL THAT IS LEFT IS
 JU0596'THE CEMENT BASE. THE COORDINATES ARE 39 46 05.9 (N)  074 38 42.0  (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9189 ***********************************************************************
 AH9189  DESIGNATION -  9124
 AH9189  PID         -  AH9189
 AH9189  STATE/COUNTY-  NJ/MIDDLESEX
 AH9189  USGS QUAD   -  PLAINFIELD (1995)
 AH9189
 AH9189                         *CURRENT SURVEY CONTROL
 AH9189  ___________________________________________________________________
 AH9189* NAD 83(1986)-  40 34 39.     (N)    074 27 33.     (W)     SCALED    
 AH9189* NAVD 88     -        17.549  (meters)      57.58   (feet)  ADJUSTED  
 AH9189  ___________________________________________________________________
 AH9189  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 AH9189  DYNAMIC HT  -          17.541 (meters)      57.55  (feet)  COMP
 AH9189  MODELED GRAV-     980,190.7   (mgal)                       NAVD 88
 AH9189
 AH9189  VERT ORDER  -  FIRST     CLASS II
 AH9189
 AH9189.The horizontal coordinates were scaled from a topographic map and have
 AH9189.an estimated accuracy of +/- 6 seconds.
 AH9189
 AH9189.The orthometric height was determined by differential leveling
 AH9189.and adjusted by the National Geodetic Survey in March 2001..
 AH9189.No vertical observational check was made to the station.
 AH9189
 AH9189.The geoid height was determined by GEOID03.
 AH9189
 AH9189.The dynamic height is computed by dividing the NAVD 88
 AH9189.geopotential number by the normal gravity value computed on the
 AH9189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9189.degrees latitude (g = 980.6199 gals.).
 AH9189
 AH9189.The modeled gravity was interpolated from observed gravity values.
 AH9189
 AH9189;                    North         East    Units  Estimated Accuracy
 AH9189;SPC NJ       -   193,640.      153,460.      MT  (+/- 180 meters Scaled)
 AH9189
 AH9189                          SUPERSEDED SURVEY CONTROL
 AH9189
 AH9189.No superseded survey control is available for this station.
 AH9189
 AH9189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK457919(NAD 83)
 AH9189_MARKER: DD = SURVEY DISK
 AH9189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9189_STAMPING: 9124
 AH9189_MARK LOGO: NJGS  
 AH9189_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9189+STABILITY: SURFACE MOTION
 AH9189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9189+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1997
 AH9189
 AH9189  HISTORY     - Date     Condition        Report By
 AH9189  HISTORY     - 1938     MONUMENTED       NJGS
 AH9189  HISTORY     - 19971204 GOOD             NJGS
 AH9189
 AH9189                          STATION DESCRIPTION
 AH9189
 AH9189'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH9189'THE STATION IS LOCATED IN THE TOWNSHIP OF PISCATAWAY AT THE TEE
 AH9189'INTERSECTION OF NEW MARKET STREET AND UNION STREET.  TO REACH THE
 AH9189'STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY I 287 AND
 AH9189'WASHINGTON AVENUE, COUNTY ROAD 665 AT INTERCHANGE 6, GO NORTH ON
 AH9189'WASHINGTON AVENUE FOR 0.4 MI (0.6 KM) TO THE INTERSECTION WITH STELTON
 AH9189'ROAD, COUNTY ROAD 529.  TURN LEFT AND GO 0.1 MI (0.2 KM) ON STELTON
 AH9189'ROAD TO A FORK IN THE ROAD.  BEAR TO THE LEFT AND CONTINUE NORTHWEST
 AH9189'ON STELTON ROAD FOR 0.4 MI (0.6 KM) TO THE INTERSECTION WITH OLD
 AH9189'BRUNSWICK ROAD AT A TRAFFIC LIGHT.  BEAR TO THE RIGHT AND CONTINUE
 AH9189'NORTHWEST ON STELTON ROAD FOR 0.7 MI (1.1 KM) TO THE INTERSECTION WITH
 AH9189'WILLIAM STREET.  TURN LEFT AND GO 0.10 MI (0.16 KM) TO THE
 AH9189'INTERSECTION WITH NEW MARKET STREET ON THE RIGHT.  TURN RIGHT AND GO
 AH9189'0.10 MI (0.16 KM) TO THE TEE INTERSECTION WITH UNION STREET ON THE
 AH9189'LEFT AND THE STATION AT THE NORTHWEST CORNER OF THE INTERSECTION.  THE
 AH9189'STATION IS 1.35 M (4.43 FT) SOUTHEAST FROM A FIRE HYDRANT, 0.5 M (1.6
 AH9189'FT) NORTH FROM THE NORTH CURB OF UNION STREET, 3.35 M (10.99 FT)
 AH9189'SOUTHWEST FROM UTILITY POLE NUMBER 60118 PC, 3.3 M (10.8 FT) SOUTHWEST
 AH9189'FROM AN INLET AND 15.5 M (50.9 FT) SOUTHEAST FROM THE SOUTHEAST CORNER
 AH9189'OF HOUSE NUMBER 478.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7137 ***********************************************************************
 DF7137  DESIGNATION -  914 B 4
 DF7137  PID         -  DF7137
 DF7137  STATE/COUNTY-  NJ/MIDDLESEX
 DF7137  USGS QUAD   -  NEW BRUNSWICK (1981)
 DF7137
 DF7137                         *CURRENT SURVEY CONTROL
 DF7137  ___________________________________________________________________
 DF7137* NAD 83(1986)-  40 23 03.     (N)    074 24 18.     (W)     SCALED    
 DF7137* NAVD 88     -        10.188  (meters)      33.43   (feet)  ADJUSTED  
 DF7137  ___________________________________________________________________
 DF7137  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 DF7137  DYNAMIC HT  -          10.184 (meters)      33.41  (feet)  COMP
 DF7137  MODELED GRAV-     980,199.2   (mgal)                       NAVD 88
 DF7137
 DF7137  VERT ORDER  -  FIRST     CLASS II
 DF7137
 DF7137.The horizontal coordinates were scaled from a topographic map and have
 DF7137.an estimated accuracy of +/- 6 seconds.
 DF7137
 DF7137.The orthometric height was determined by differential leveling
 DF7137.and adjusted by the National Geodetic Survey in March 2005..
 DF7137
 DF7137.The geoid height was determined by GEOID03.
 DF7137
 DF7137.The dynamic height is computed by dividing the NAVD 88
 DF7137.geopotential number by the normal gravity value computed on the
 DF7137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7137.degrees latitude (g = 980.6199 gals.).
 DF7137
 DF7137.The modeled gravity was interpolated from observed gravity values.
 DF7137
 DF7137;                    North         East    Units  Estimated Accuracy
 DF7137;SPC NJ       -   172,170.      158,070.      MT  (+/- 180 meters Scaled)
 DF7137
 DF7137                          SUPERSEDED SURVEY CONTROL
 DF7137
 DF7137.No superseded survey control is available for this station.
 DF7137
 DF7137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK505705(NAD 83)
 DF7137_MARKER: DD = SURVEY DISK
 DF7137_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF7137_SP_SET: CATENERY TOWER BASE
 DF7137_STAMPING: 914 B 4 2002
 DF7137_MARK LOGO: NJGS  
 DF7137_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7137+STABILITY: SURFACE MOTION
 DF7137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7137+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 DF7137
 DF7137  HISTORY     - Date     Condition        Report By
 DF7137  HISTORY     - 20020723 MONUMENTED       NJGS
 DF7137
 DF7137                          STATION DESCRIPTION
 DF7137
 DF7137'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DF7137'THE STATION IS LOCATED IN  SPOTSWOOD, SET IN A DRILL HOLE IN THE BASE
 DF7137'OF A STEEL
 DF7137'I-BEAM GUY TOWER FOR THE TOWERS AT THE RAILROAD SUB-STATION ELECTRICAL
 DF7137'FACILITY JUST NORTH OF THE ENTRANCE ROAD LEADING INTO THE CLEARWATER
 DF7137'VILLAGE
 DF7137'RESIDENTIAL COMMUNITY.
 DF7137' 
 DF7137'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 18 BRIDGE OVER
 DF7137'COUNTY ROAD 615,
 DF7137'IN OLD BRIDGE, GO ABOUT 2.85 MI SOUTHWEST ON COUNTY ROAD 615 TO THE
 DF7137'ENTRANCE
 DF7137'ROAD ON THE RIGHT (THE ENTRANCE ROAD IS OPPOSITE MORRIS AVENUE), TURN
 DF7137'RIGHT AND GO TO
 DF7137'THE RAILROAD GRADE CROSSING AND THE STATION ON THE LEFT.
 DF7137' 
 DF7137'THE STATION IS 39.3 M NORTHWEST FROM THE CENTERLINE OF MANALAPAN ROAD
 DF7137'(COUNTY ROAD
 DF7137'615) ALONG THE ENTRANCE ROAD,  9.3 M WEST OF THE WEST CURD OF THE EXIT
 DF7137'ROAD, 11.3 M SOUTH
 DF7137'OF THE SOUTH RAIL, 18.3 M SOUTHWEST OF THE RAILROAD CROSSING WARNING
 DF7137'SIGNAL FOR THE
 DF7137'EXIT LANES, 22.7 M SOUTHWEST OF THE CENTER OF THE GRADE CROSSING.
 DF7137'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0013 ***********************************************************************
 KV0013  DESIGNATION -  91.78 NJGS
 KV0013  PID         -  KV0013
 KV0013  STATE/COUNTY-  NJ/MIDDLESEX
 KV0013  USGS QUAD   -  PERTH AMBOY (1981)
 KV0013
 KV0013                         *CURRENT SURVEY CONTROL
 KV0013  ___________________________________________________________________
 KV0013* NAD 83(1986)-  40 30 50.     (N)    074 16 25.     (W)     SCALED    
 KV0013* NAVD 88     -        16.923  (meters)      55.52   (feet)  ADJUSTED  
 KV0013  ___________________________________________________________________
 KV0013  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KV0013  DYNAMIC HT  -          16.916 (meters)      55.50  (feet)  COMP
 KV0013  MODELED GRAV-     980,216.8   (mgal)                       NAVD 88
 KV0013
 KV0013  VERT ORDER  -  FIRST     CLASS I
 KV0013
 KV0013.The horizontal coordinates were scaled from a topographic map and have
 KV0013.an estimated accuracy of +/- 6 seconds.
 KV0013
 KV0013.The orthometric height was determined by differential leveling
 KV0013.and adjusted by the National Geodetic Survey in June 1991..
 KV0013.WARNING-Repeat measurements at this control monument indicate possible
 KV0013.vertical movement.
 KV0013
 KV0013.The geoid height was determined by GEOID03.
 KV0013
 KV0013.The dynamic height is computed by dividing the NAVD 88
 KV0013.geopotential number by the normal gravity value computed on the
 KV0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0013.degrees latitude (g = 980.6199 gals.).
 KV0013
 KV0013.The modeled gravity was interpolated from observed gravity values.
 KV0013
 KV0013;                    North         East    Units  Estimated Accuracy
 KV0013;SPC NJ       -   186,600.      169,190.      MT  (+/- 180 meters Scaled)
 KV0013
 KV0013                          SUPERSEDED SURVEY CONTROL
 KV0013
 KV0013  NGVD 29 (04/16/92)   17.239  (m)           56.56   (f) ADJUSTED    1 1
 KV0013
 KV0013.Superseded values are not recommended for survey control.
 KV0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0013.See file dsdata.txt to determine how the superseded data were derived.
 KV0013
 KV0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK615850(NAD 83)
 KV0013_MARKER: DD = SURVEY DISK
 KV0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0013_STAMPING: 91.78
 KV0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0013+STABILITY: SURFACE MOTION
 KV0013
 KV0013  HISTORY     - Date     Condition        Report By
 KV0013  HISTORY     - 1952     MONUMENTED       NJGS
 KV0013  HISTORY     - 1964     GOOD             CGS
 KV0013  HISTORY     - 1965     GOOD             CGS
 KV0013  HISTORY     - 20010407 MARK NOT FOUND   USPSQD
 KV0013
 KV0013                          STATION DESCRIPTION
 KV0013
 KV0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0013'AT PERTH AMBOY.
 KV0013'AT PERTH AMBOY, AT THE INTERSECTION OF NEW BRUNSWICK AVENUE AND
 KV0013'OAK STREET, 57 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF
 KV0013'OAK STREET, 23 FEET NORTHEAST OF THE CENTER LINE OF THE AVENUE,
 KV0013'27.2 FEET WEST OF THE WEST CORNER OF AMBOY DAIRY MAID BLDG.,
 KV0013'2.9 FEET NORTHEAST OF THE NORTHEAST CURB OF THE AVENUE, AND SET
 KV0013'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KV0013
 KV0013                          STATION RECOVERY (1965)
 KV0013
 KV0013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0013'RECOVERED IN GOOD CONDITION.
 KV0013
 KV0013                          STATION RECOVERY (2001)
 KV0013
 KV0013'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0597 ***********************************************************************
 JU0597  DESIGNATION -  92 CNJRR
 JU0597  PID         -  JU0597
 JU0597  STATE/COUNTY-  NJ/BURLINGTON
 JU0597  USGS QUAD   -  INDIAN MILLS (1977)
 JU0597
 JU0597                         *CURRENT SURVEY CONTROL
 JU0597  ___________________________________________________________________
 JU0597* NAD 83(1986)-  39 45 43.     (N)    074 39 42.     (W)     SCALED    
 JU0597* NAVD 88     -        16.526  (meters)      54.22   (feet)  ADJUSTED  
 JU0597  ___________________________________________________________________
 JU0597  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU0597  DYNAMIC HT  -          16.518 (meters)      54.19  (feet)  COMP
 JU0597  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 JU0597
 JU0597  VERT ORDER  -  SECOND    CLASS 0
 JU0597
 JU0597.The horizontal coordinates were scaled from a topographic map and have
 JU0597.an estimated accuracy of +/- 6 seconds.
 JU0597
 JU0597.The orthometric height was determined by differential leveling
 JU0597.and adjusted by the National Geodetic Survey in June 1991..
 JU0597
 JU0597.The geoid height was determined by GEOID03.
 JU0597
 JU0597.The dynamic height is computed by dividing the NAVD 88
 JU0597.geopotential number by the normal gravity value computed on the
 JU0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0597.degrees latitude (g = 980.6199 gals.).
 JU0597
 JU0597.The modeled gravity was interpolated from observed gravity values.
 JU0597
 JU0597;                    North         East    Units  Estimated Accuracy
 JU0597;SPC NJ       -   103,100.      136,150.      MT  (+/- 180 meters Scaled)
 JU0597
 JU0597                          SUPERSEDED SURVEY CONTROL
 JU0597
 JU0597  NGVD 29 (??/??/??)   16.905  (m)           55.46   (f) ADJUSTED    2 0
 JU0597
 JU0597.Superseded values are not recommended for survey control.
 JU0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0597.See file dsdata.txt to determine how the superseded data were derived.
 JU0597
 JU0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK289013(NAD 83)
 JU0597_MARKER: Z = SEE DESCRIPTION
 JU0597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0597_SP_SET: MILEPOST BASE
 JU0597_MARK LOGO: CNJRR 
 JU0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0597
 JU0597  HISTORY     - Date     Condition        Report By
 JU0597  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0597  HISTORY     - 1935     GOOD             CGS
 JU0597  HISTORY     - 1947     GOOD             CGS
 JU0597
 JU0597                          STATION DESCRIPTION
 JU0597
 JU0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0597'3.7 MI NE FROM ATSION.
 JU0597'3.7 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 JU0597'FROM THE STATION AT ATSION, BURLINGTON COUNTY, AT MILEPOST 92,
 JU0597'IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER
 JU0597'LINE OF THE TRACK.  A RAISED LUG.
 JU0597
 JU0597                          STATION RECOVERY (1947)
 JU0597
 JU0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JU0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6251 ***********************************************************************
 KV6251  DESIGNATION -  9209
 KV6251  PID         -  KV6251
 KV6251  STATE/COUNTY-  NJ/MONMOUTH
 KV6251  USGS QUAD   -  ASBURY PARK (1989)
 KV6251
 KV6251                         *CURRENT SURVEY CONTROL
 KV6251  ___________________________________________________________________
 KV6251* NAD 83(1986)-  40 12 11.     (N)    074 01 04.     (W)     SCALED    
 KV6251* NAVD 88     -         7.432  (meters)      24.38   (feet)  ADJUSTED  
 KV6251  ___________________________________________________________________
 KV6251  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV6251  DYNAMIC HT  -           7.429 (meters)      24.37  (feet)  COMP
 KV6251  MODELED GRAV-     980,169.2   (mgal)                       NAVD 88
 KV6251
 KV6251  VERT ORDER  -  FIRST     CLASS II
 KV6251
 KV6251.The horizontal coordinates were scaled from a topographic map and have
 KV6251.an estimated accuracy of +/- 6 seconds.
 KV6251
 KV6251.The orthometric height was determined by differential leveling
 KV6251.and adjusted by the National Geodetic Survey in June 1991..
 KV6251
 KV6251.The geoid height was determined by GEOID03.
 KV6251
 KV6251.The dynamic height is computed by dividing the NAVD 88
 KV6251.geopotential number by the normal gravity value computed on the
 KV6251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6251.degrees latitude (g = 980.6199 gals.).
 KV6251
 KV6251.The modeled gravity was interpolated from observed gravity values.
 KV6251
 KV6251;                    North         East    Units  Estimated Accuracy
 KV6251;SPC NJ       -   152,170.      191,050.      MT  (+/- 180 meters Scaled)
 KV6251
 KV6251                          SUPERSEDED SURVEY CONTROL
 KV6251
 KV6251  NGVD 29 (01/10/92)    7.762  (m)           25.47   (f) ADJUSTED    1 2
 KV6251
 KV6251.Superseded values are not recommended for survey control.
 KV6251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6251.See file dsdata.txt to determine how the superseded data were derived.
 KV6251
 KV6251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK835507(NAD 83)
 KV6251_MARKER: DD = SURVEY DISK
 KV6251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6251_SP_SET: CONCRETE POST
 KV6251_STAMPING: 9209
 KV6251_MARK LOGO: NJDCED
 KV6251_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6251+STABILITY: SURFACE MOTION
 KV6251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6251+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1989
 KV6251
 KV6251  HISTORY     - Date     Condition        Report By
 KV6251  HISTORY     - 1937     MONUMENTED       NJDCED
 KV6251  HISTORY     - 19890509 GOOD             NJGS
 KV6251
 KV6251                          STATION DESCRIPTION
 KV6251
 KV6251'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6251'THE STATION IS IN BRADLEY BEACH, AT THE SOUTHWEST CORNER OF THE
 KV6251'MUNICIPAL PARK EAST OF THE NEW JERSEY TRANSIT RAILROAD STATION.  THE
 KV6251'STATION IS LOCATED BETWEEN THE SIDEWALK AND THE CURB ALONG STATE
 KV6251'HIGHWAY ROUTE 71, MAIN STREET, IT IS 22.32 M (73.23 FT) NORTH OF THE
 KV6251'CENTERLINE OF BRINLEY STREET, 0.97 M (3.18 FT) EAST OF A DRILL HOLE
 KV6251'IN A V CUT IN THE SIDEWALK, 1.95 M (6.40 FT) NORTHWEST OF A DRILL
 KV6251'HOLE IN A V CUT IN THE CURB AND 1.94 M (6.36 FT) SOUTHWEST OF A DRILL
 KV6251'HOLE IN A V CUT IN THE CURB.  THE STATION IS 0.05 M (0.16 FT) BELOW
 KV6251'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6253 ***********************************************************************
 KV6253  DESIGNATION -  9211
 KV6253  PID         -  KV6253
 KV6253  STATE/COUNTY-  NJ/MONMOUTH
 KV6253  USGS QUAD   -  ASBURY PARK (1989)
 KV6253
 KV6253                         *CURRENT SURVEY CONTROL
 KV6253  ___________________________________________________________________
 KV6253* NAD 83(1986)-  40 11 37.     (N)    074 01 17.     (W)     SCALED    
 KV6253* NAVD 88     -         6.180  (meters)      20.28   (feet)  ADJUSTED  
 KV6253  ___________________________________________________________________
 KV6253  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV6253  DYNAMIC HT  -           6.177 (meters)      20.27  (feet)  COMP
 KV6253  MODELED GRAV-     980,168.2   (mgal)                       NAVD 88
 KV6253
 KV6253  VERT ORDER  -  FIRST     CLASS II
 KV6253
 KV6253.The horizontal coordinates were scaled from a topographic map and have
 KV6253.an estimated accuracy of +/- 6 seconds.
 KV6253
 KV6253.The orthometric height was determined by differential leveling
 KV6253.and adjusted by the National Geodetic Survey in June 1991..
 KV6253
 KV6253.The geoid height was determined by GEOID03.
 KV6253
 KV6253.The dynamic height is computed by dividing the NAVD 88
 KV6253.geopotential number by the normal gravity value computed on the
 KV6253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6253.degrees latitude (g = 980.6199 gals.).
 KV6253
 KV6253.The modeled gravity was interpolated from observed gravity values.
 KV6253
 KV6253;                    North         East    Units  Estimated Accuracy
 KV6253;SPC NJ       -   151,120.      190,750.      MT  (+/- 180 meters Scaled)
 KV6253
 KV6253                          SUPERSEDED SURVEY CONTROL
 KV6253
 KV6253  NGVD 29 (01/10/92)    6.510  (m)           21.36   (f) ADJUSTED    1 2
 KV6253
 KV6253.Superseded values are not recommended for survey control.
 KV6253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6253.See file dsdata.txt to determine how the superseded data were derived.
 KV6253
 KV6253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK832497(NAD 83)
 KV6253_MARKER: DD = SURVEY DISK
 KV6253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6253_SP_SET: CONCRETE POST
 KV6253_STAMPING: 9211
 KV6253_MARK LOGO: NJGS  
 KV6253_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6253+STABILITY: SURFACE MOTION
 KV6253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6253+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1989
 KV6253
 KV6253  HISTORY     - Date     Condition        Report By
 KV6253  HISTORY     - 1937     MONUMENTED       NJGS
 KV6253  HISTORY     - 19890509 GOOD             NJGS
 KV6253
 KV6253                          STATION DESCRIPTION
 KV6253
 KV6253'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6253'THE STATION IS IN AVON, AT THE NORTHWEST CORNER OF THE INTERSECTION
 KV6253'OF STATE HIGHWAY ROUTE 71, MAIN STREET, AND WOODLAND AVENUE, BETWEEN
 KV6253'THE CURB AND SIDEWALK OF WOODLAND AVENUE.  THE STATION IS ABOUT 65 M
 KV6253'(213.3 FT) EAST OF THE WHITE AVON WATER TANK, 6.7 M (22.0 FT) NORTH
 KV6253'OF THE CENTERLINE OF WOODLAND AVENUE, 0.45 M (1.48 FT) SOUTH OF THE
 KV6253'SOUTH EDGE OF THE SIDEWALK AND 6.13 M (20.11 FT) SOUTHWEST OF A FIRE
 KV6253'HYDRANT.  THE STATION IS RECESSED 0.05 M (0.16 FT) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6261 ***********************************************************************
 KV6261  DESIGNATION -  9214
 KV6261  PID         -  KV6261
 KV6261  STATE/COUNTY-  NJ/MONMOUTH
 KV6261  USGS QUAD   -  ASBURY PARK (1989)
 KV6261
 KV6261                         *CURRENT SURVEY CONTROL
 KV6261  ___________________________________________________________________
 KV6261* NAD 83(1986)-  40 10 48.     (N)    074 01 43.     (W)     SCALED    
 KV6261* NAVD 88     -         3.268  (meters)      10.72   (feet)  ADJUSTED  
 KV6261  ___________________________________________________________________
 KV6261  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV6261  DYNAMIC HT  -           3.267 (meters)      10.72  (feet)  COMP
 KV6261  MODELED GRAV-     980,166.6   (mgal)                       NAVD 88
 KV6261
 KV6261  VERT ORDER  -  FIRST     CLASS II
 KV6261
 KV6261.The horizontal coordinates were scaled from a topographic map and have
 KV6261.an estimated accuracy of +/- 6 seconds.
 KV6261
 KV6261.The orthometric height was determined by differential leveling
 KV6261.and adjusted by the National Geodetic Survey in June 1991..
 KV6261
 KV6261.The geoid height was determined by GEOID03.
 KV6261
 KV6261.The dynamic height is computed by dividing the NAVD 88
 KV6261.geopotential number by the normal gravity value computed on the
 KV6261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6261.degrees latitude (g = 980.6199 gals.).
 KV6261
 KV6261.The modeled gravity was interpolated from observed gravity values.
 KV6261
 KV6261;                    North         East    Units  Estimated Accuracy
 KV6261;SPC NJ       -   149,610.      190,140.      MT  (+/- 180 meters Scaled)
 KV6261
 KV6261                          SUPERSEDED SURVEY CONTROL
 KV6261
 KV6261  NGVD 29 (01/10/92)    3.598  (m)           11.80   (f) ADJUSTED    1 2
 KV6261
 KV6261.Superseded values are not recommended for survey control.
 KV6261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6261.See file dsdata.txt to determine how the superseded data were derived.
 KV6261
 KV6261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK827481(NAD 83)
 KV6261_MARKER: DD = SURVEY DISK
 KV6261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6261_SP_SET: CONCRETE POST
 KV6261_STAMPING: 9214
 KV6261_MARK LOGO: NJGS  
 KV6261_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6261+STABILITY: SURFACE MOTION
 KV6261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6261+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1989
 KV6261
 KV6261  HISTORY     - Date     Condition        Report By
 KV6261  HISTORY     - UNK      MONUMENTED       NJGS
 KV6261  HISTORY     - 19890509 GOOD             NJGS
 KV6261  HISTORY     - 20040924 MARK NOT FOUND   USGS
 KV6261
 KV6261                          STATION DESCRIPTION
 KV6261
 KV6261'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6261'THE STATION IS IN BELMAR, AT THE TEE JUNCTION OF TENTH AVENUE AND
 KV6261'RIVER ROAD, STATE ROUTE 35, IN THE TRAFFIC ISLAND EAST OF THE BELMAR
 KV6261'MARINA.  THE STATION IS 1.74 M (5.71 FT) NORTH FROM THE CURBLINE AT
 KV6261'THE SOUTH END OF THE GRASSED TRAFFIC ISLAND, 10.6 M (34.8 FT) SOUTH
 KV6261'SOUTHWEST FROM THE SOUTHWEST CORNER OF THE CONCRETE BASE OF A TRAFFIC
 KV6261'SIGNAL, 2.54 M (8.33 FT) NORTHWEST FROM THE SOUTHEAST CURBLINE AND
 KV6261'1.73 M (5.68 FT) SOUTHEAST FROM THE NORTHWEST CURBLINE.
 KV6261
 KV6261                          STATION RECOVERY (2004)
 KV6261
 KV6261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (PBR)
 KV6261'NEW CONSTRUCTION ON ROUTE 35 - TRAFFIC ISLAND HAS BEEN MODIFIED AND
 KV6261'MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8474 ***********************************************************************
 AI8474  TIDAL BM    -  This is a Tidal Bench Mark.
 AI8474  DESIGNATION -  9226 A
 AI8474  PID         -  AI8474
 AI8474  STATE/COUNTY-  NJ/MONMOUTH
 AI8474  USGS QUAD   -  POINT PLEASANT (1989)
 AI8474
 AI8474                         *CURRENT SURVEY CONTROL
 AI8474  ___________________________________________________________________
 AI8474* NAD 83(1986)-  40 06 28.     (N)    074 03 22.     (W)     SCALED    
 AI8474* NAVD 88     -         5.447  (meters)      17.87   (feet)  ADJUSTED  
 AI8474  ___________________________________________________________________
 AI8474  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 AI8474  DYNAMIC HT  -           5.445 (meters)      17.86  (feet)  COMP
 AI8474  MODELED GRAV-     980,157.2   (mgal)                       NAVD 88
 AI8474
 AI8474  VERT ORDER  -  FIRST     CLASS II
 AI8474
 AI8474.The horizontal coordinates were scaled from a topographic map and have
 AI8474.an estimated accuracy of +/- 6 seconds.
 AI8474
 AI8474.The orthometric height was determined by differential leveling
 AI8474.and adjusted by the National Geodetic Survey in March 2001..
 AI8474
 AI8474.This Tidal Bench Mark is designated as VM 17418
 AI8474.by the Center for Operational Oceanographic Products and Services.
 AI8474
 AI8474.The geoid height was determined by GEOID03.
 AI8474
 AI8474.The dynamic height is computed by dividing the NAVD 88
 AI8474.geopotential number by the normal gravity value computed on the
 AI8474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8474.degrees latitude (g = 980.6199 gals.).
 AI8474
 AI8474.The modeled gravity was interpolated from observed gravity values.
 AI8474
 AI8474;                    North         East    Units  Estimated Accuracy
 AI8474;SPC NJ       -   141,580.      187,840.      MT  (+/- 180 meters Scaled)
 AI8474
 AI8474                          SUPERSEDED SURVEY CONTROL
 AI8474
 AI8474.No superseded survey control is available for this station.
 AI8474
 AI8474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK804401(NAD 83)
 AI8474_MARKER: DD = SURVEY DISK
 AI8474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8474_STAMPING: 9226 A
 AI8474_MARK LOGO: NJGS  
 AI8474_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8474+STABILITY: SURFACE MOTION
 AI8474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8474+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2001
 AI8474
 AI8474  HISTORY     - Date     Condition        Report By
 AI8474  HISTORY     - 1953     MONUMENTED       NJGS
 AI8474  HISTORY     - 19960909 GOOD             NJGS
 AI8474  HISTORY     - 20010417 GOOD             NJGS
 AI8474
 AI8474                          STATION DESCRIPTION
 AI8474
 AI8474'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 AI8474'THE STATION IS LOCATED IN THE BOROUGH OF BRIELLE.  TO REACH THE
 AI8474'STATION FROM THE INTERSECTION OF STATE ROUTE 35 AND BROADWAY IN THE
 AI8474'BOROUGH OF POINT PLEASANT BEACH IN OCEAN COUNTY, GO NORTHWEST ON STATE
 AI8474'ROUTE 35 FOR 0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT, SET FLUSH
 AI8474'WITH THE GROUND AT THE NORTH END OF A LANDSCAPED GRASS MEDIAN ISLAND,
 AI8474'JUST SOUTH OF THE EXIT FOR STATE ROUTE 71.  THE STATION IS 17.3 M
 AI8474'(56.8 FT) NORTH NORTHWEST FROM THE WESTERNMOST OF FOUR BELL SYSTEM
 AI8474'MANHOLES, 25.8 M (84.6 FT) NORTHWEST FROM A 3 FT (0.9 M) DIAMETER OAK
 AI8474'TREE, 1.5 M (4.9 FT) EAST FROM THE EAST CURB OF STATE ROUTE 35, 3.6 M
 AI8474'(11.8 FT) SOUTHEAST FROM A TRAFFIC SIGN FOR NO TURNS AND 9.2 M (30.2
 AI8474'FT) SOUTH FROM A STORM DRAIN INLET.
 AI8474
 AI8474                          STATION RECOVERY (2001)
 AI8474
 AI8474'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 AI8474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8475 ***********************************************************************
 AI8475  DESIGNATION -  9226 B
 AI8475  PID         -  AI8475
 AI8475  STATE/COUNTY-  NJ/MONMOUTH
 AI8475  USGS QUAD   -  POINT PLEASANT (1989)
 AI8475
 AI8475                         *CURRENT SURVEY CONTROL
 AI8475  ___________________________________________________________________
 AI8475* NAD 83(1986)-  40 06 15.     (N)    074 03 12.     (W)     SCALED    
 AI8475* NAVD 88     -        12.904  (meters)      42.34   (feet)  ADJUSTED  
 AI8475  ___________________________________________________________________
 AI8475  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AI8475  DYNAMIC HT  -          12.898 (meters)      42.32  (feet)  COMP
 AI8475  MODELED GRAV-     980,157.0   (mgal)                       NAVD 88
 AI8475
 AI8475  VERT ORDER  -  FIRST     CLASS II
 AI8475
 AI8475.The horizontal coordinates were scaled from a topographic map and have
 AI8475.an estimated accuracy of +/- 6 seconds.
 AI8475
 AI8475.The orthometric height was determined by differential leveling
 AI8475.and adjusted by the National Geodetic Survey in March 2001..
 AI8475
 AI8475.The geoid height was determined by GEOID03.
 AI8475
 AI8475.The dynamic height is computed by dividing the NAVD 88
 AI8475.geopotential number by the normal gravity value computed on the
 AI8475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8475.degrees latitude (g = 980.6199 gals.).
 AI8475
 AI8475.The modeled gravity was interpolated from observed gravity values.
 AI8475
 AI8475;                    North         East    Units  Estimated Accuracy
 AI8475;SPC NJ       -   141,180.      188,080.      MT  (+/- 180 meters Scaled)
 AI8475
 AI8475                          SUPERSEDED SURVEY CONTROL
 AI8475
 AI8475.No superseded survey control is available for this station.
 AI8475
 AI8475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK806397(NAD 83)
 AI8475_MARKER: DD = SURVEY DISK
 AI8475_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI8475_SP_SET: BRIDGE SIDEWALK
 AI8475_STAMPING: 9226 B
 AI8475_MARK LOGO: NJGS  
 AI8475_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI8475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8475+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2001
 AI8475
 AI8475  HISTORY     - Date     Condition        Report By
 AI8475  HISTORY     - 1953     MONUMENTED       NJGS
 AI8475  HISTORY     - 19960909 GOOD             NJGS
 AI8475  HISTORY     - 20010417 GOOD             NJGS
 AI8475
 AI8475                          STATION DESCRIPTION
 AI8475
 AI8475'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 AI8475'THE STATION IS LOCATED IN THE BOROUGH OF BRIELLE.  TO REACH THE
 AI8475'STATION FROM THE INTERSECTION OF STATE ROUTE 35 AND BROADWAY IN THE
 AI8475'BOROUGH OF POINT PLEASANT BEACH IN OCEAN COUNTY, GO NORTHWEST ON STATE
 AI8475'ROUTE 35 FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT, CEMENTED
 AI8475'FLUSH IN A DRILL HOLE IN THE EAST SIDEWALK OF THE STATE ROUTE 35
 AI8475'BRIDGE OVER THE MANASQUAN RIVER.  THE STATION IS 6.4 M (21.0 FT)
 AI8475'NORTHWEST FROM THE NORTHWEST CORNER OF THE BRIDGE TENDER HOUSE ON THE
 AI8475'NORTH SIDE OF THE DRAWBRIDGE SPAN, 0.85 M (2.79 FT) EAST FROM THE EAST
 AI8475'CURB OF STATE ROUTE 35, 2.0 M (6.6 FT) WEST FROM THE EAST SIDE IRON
 AI8475'BALUSTRADE, 6.0 M (19.7 FT) NORTHWEST FROM AN ALUMINUM LIGHT POLE
 AI8475'NUMBER A 11 AND 26.5 M (86.9 FT) SOUTH FROM AN ALUMINUM LIGHT POLE
 AI8475'NUMBER B 9.
 AI8475
 AI8475                          STATION RECOVERY (2001)
 AI8475
 AI8475'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 AI8475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6980 ***********************************************************************
 KV6980  DESIGNATION -  9273
 KV6980  PID         -  KV6980
 KV6980  STATE/COUNTY-  NJ/MONMOUTH
 KV6980  USGS QUAD   -  ADELPHIA (1981)
 KV6980
 KV6980                         *CURRENT SURVEY CONTROL
 KV6980  ___________________________________________________________________
 KV6980* NAD 83(1996)-  40 12 15.71880(N)    074 16 51.16699(W)     ADJUSTED  
 KV6980* NAVD 88     -        32.6    (meters)     107.     (feet)  GPS OBS   
 KV6980  ___________________________________________________________________
 KV6980  X           -   1,321,580.545 (meters)                     COMP
 KV6980  Y           -  -4,695,656.734 (meters)                     COMP
 KV6980  Z           -   4,095,342.827 (meters)                     COMP
 KV6980  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 KV6980  ELLIP HEIGHT-           0.18  (meters)          (10/23/02) GPS OBS
 KV6980  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV6980
 KV6980  HORZ ORDER  -  FIRST
 KV6980  ELLP ORDER  -  FOURTH    CLASS I
 KV6980
 KV6980.The horizontal coordinates were established by GPS observations
 KV6980.and adjusted by the National Geodetic Survey in May 1999..
 KV6980
 KV6980.The orthometric height was determined by GPS observations and a
 KV6980.high-resolution geoid model.
 KV6980
 KV6980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6980
 KV6980.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6980
 KV6980.The ellipsoidal height was determined by GPS observations
 KV6980.and is referenced to NAD 83.
 KV6980
 KV6980.The geoid height was determined by GEOID03.
 KV6980
 KV6980;                    North         East     Units Scale Factor Converg.
 KV6980;SPC NJ       -   152,227.306   168,653.766   MT  0.99990428   +0 08 29.2
 KV6980;SPC NJ       -   499,432.42    553,324.90   sFT  0.99990428   +0 08 29.2
 KV6980;UTM  18      - 4,450,688.212   561,200.775   MT  0.99964611   +0 27 51.2
 KV6980
 KV6980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6980!SPC NJ       -   0.99999997  x   0.99990428  =   0.99990425
 KV6980!UTM  18      -   0.99999997  x   0.99964611  =   0.99964608
 KV6980
 KV6980                          SUPERSEDED SURVEY CONTROL
 KV6980
 KV6980  ELLIP H (05/14/99)    0.17   (m)                       GP(       ) 4 1
 KV6980  NAD 83(1986)-  40 12 15.71977(N)    074 16 51.16916(W) AD(       ) 1
 KV6980
 KV6980.Superseded values are not recommended for survey control.
 KV6980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6980.See file dsdata.txt to determine how the superseded data were derived.
 KV6980
 KV6980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6120150688(NAD 83)
 KV6980_MARKER: DD = SURVEY DISK
 KV6980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6980_SP_SET: CONCRETE POST
 KV6980_STAMPING: 9273
 KV6980_MARK LOGO: NJGS  
 KV6980_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6980+STABILITY: SURFACE MOTION
 KV6980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6980+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1992
 KV6980
 KV6980  HISTORY     - Date     Condition        Report By
 KV6980  HISTORY     - 1940     MONUMENTED       NJGS
 KV6980  HISTORY     - 19921030 GOOD
 KV6980
 KV6980                          STATION DESCRIPTION
 KV6980
 KV6980'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1940
 KV6980'THE STATION IS LOCATED IN FREEHOLD TOWNSHIP, ON THE WEST SIDE OF
 KV6980'COUNTY ROAD 23, JACKSON MILLS ROAD.  TO REACH THE STATION FROM THE
 KV6980'INTERSECTION OF COUNTY ROAD 524, ELTON ADELPHIA ROAD AND JACKSON
 KV6980'MILLS ROAD, WHICH ABOUT 0.1 MI (0.2 KM) WEST FROM U.S. HIGHWAY 9, GO
 KV6980'1.3 MI (2.1 KM) SOUTH SOUTHWEST ON JACKSON MILLS ROAD TO THE STATION
 KV6980'ON THE RIGHT. THE STATION IS 1.2 M (3.9 FT) WEST FROM THE WEST EDGE
 KV6980'OF THE ROAD, 6.1 M (20.0 FT) WEST FROM THE CENTERLINE OF JACKSON
 KV6980'MILLS ROAD, 22.5 M (73.8 FT) NORTH FROM POLE NUMBER JC 761 FT, 37.9 M
 KV6980'(124.3 FT) SOUTH FROM POLE NUMBER JC 760 FT (231.6 M) AND 16.3 M
 KV6980'(53.5 FT) SOUTH FROM THE CENTERLINE OF THE DRIVEWAY LEADING TO A TWO
 KV6980'AND ONE HALF STORY FRAME DWELLING, NUMBER 101.  THE STATION IS SET
 KV6980'0.2 M (0.7 FT) BELOW THE GROUND.
 KV6980
 KV6980                          STATION RECOVERY (1992)
 KV6980
 KV6980'RECOVERED 1992
 KV6980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4360 ***********************************************************************
 AI4360  DESIGNATION -  931
 AI4360  PID         -  AI4360
 AI4360  STATE/COUNTY-  NJ/GLOUCESTER
 AI4360  USGS QUAD   -  RUNNEMEDE (1994)
 AI4360
 AI4360                         *CURRENT SURVEY CONTROL
 AI4360  ___________________________________________________________________
 AI4360* NAD 83(1996)-  39 46 47.90841(N)    075 03 12.42319(W)     ADJUSTED  
 AI4360* NAVD 88     -        13.9    (meters)      46.     (feet)  GPS OBS   
 AI4360  ___________________________________________________________________
 AI4360  X           -   1,265,953.599 (meters)                     COMP
 AI4360  Y           -  -4,742,294.968 (meters)                     COMP
 AI4360  Z           -   4,059,228.783 (meters)                     COMP
 AI4360  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AI4360  ELLIP HEIGHT-         -19.12  (meters)          (09/25/02) GPS OBS
 AI4360  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 AI4360
 AI4360  HORZ ORDER  -  FIRST
 AI4360  ELLP ORDER  -  FOURTH    CLASS I
 AI4360
 AI4360.The horizontal coordinates were established by GPS observations
 AI4360.and adjusted by the National Geodetic Survey in March 2000..
 AI4360
 AI4360.The orthometric height was determined by GPS observations and a
 AI4360.high-resolution geoid model.
 AI4360
 AI4360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4360
 AI4360.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4360
 AI4360.The ellipsoidal height was determined by GPS observations
 AI4360.and is referenced to NAD 83.
 AI4360
 AI4360.The geoid height was determined by GEOID03.
 AI4360
 AI4360;                    North         East     Units Scale Factor Converg.
 AI4360;SPC NJ       -   105,233.379   102,591.961   MT  0.99992766   -0 21 14.9
 AI4360;SPC NJ       -   345,253.18    336,587.13   sFT  0.99992766   -0 21 14.9
 AI4360;UTM  18      - 4,403,338.378   495,422.838   MT  0.99960026   -0 02 03.1
 AI4360
 AI4360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4360!SPC NJ       -   1.00000300  x   0.99992766  =   0.99993066
 AI4360!UTM  18      -   1.00000300  x   0.99960026  =   0.99960326
 AI4360
 AI4360                          SUPERSEDED SURVEY CONTROL
 AI4360
 AI4360  ELLIP H (03/31/00)  -19.12   (m)                       GP(       ) 3 1
 AI4360
 AI4360.Superseded values are not recommended for survey control.
 AI4360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4360.See file dsdata.txt to determine how the superseded data were derived.
 AI4360
 AI4360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9542303338(NAD 83)
 AI4360_MARKER: DD = SURVEY DISK
 AI4360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4360_STAMPING: 931
 AI4360_MARK LOGO: NJGS  
 AI4360_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4360+STABILITY: SURFACE MOTION
 AI4360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4360+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2001
 AI4360
 AI4360  HISTORY     - Date     Condition        Report By
 AI4360  HISTORY     - 1939     MONUMENTED       NJGS
 AI4360  HISTORY     - 19990707 GOOD             NJGS
 AI4360  HISTORY     - 20010409 GOOD             TWT
 AI4360
 AI4360                          STATION DESCRIPTION
 AI4360
 AI4360'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 AI4360'THE STATION IS LOCATED IN WASHINGTON TOWNSHIP IN THE CENTER GRASS
 AI4360'MEDIAN OF STATE ROUTE 168, THE BLACK HORSE PIKE.  TO REACH THE STATION
 AI4360'FROM THE INTERSECTION OF STATE ROUTE 168 AND SICKERVILLE ROAD, COUNTY
 AI4360'ROAD 705, GO NORTH ON STATE ROUTE 168 FOR 0.4 MI (0.6 KM) TO THE
 AI4360'STATION ON THE LEFT, JUST SOUTH FROM THE BRIDGE CARRYING STATE ROUTE
 AI4360'168 OVER GRENLOCH LAKE, STRUCTURE NUMBER 0819 150, MILEPOST 0.56.  THE
 AI4360'STATION IS 1.2 M (3.9 FT) WEST FROM THE WEST EDGE OF PAVING, 1.85 M
 AI4360'(6.07 FT) EAST FROM THE EAST EDGE OF PAVING, 18.1 M (59.4 FT) SOUTH
 AI4360'FROM THE SOUTH EDGE OF THE CONCRETE APPROACH SLAB AND 21.9 M (71.9 FT)
 AI4360'SOUTH FROM THE CENTERLINE OF THE BRIDGE. THE STATION IS SET 0.1 M (0.3
 AI4360'FT) BELOW THE GROUND.
 AI4360
 AI4360                          STATION RECOVERY (2001)
 AI4360
 AI4360'RECOVERY NOTE BY TWT CONS ENG 2001 (BSJ)
 AI4360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0666 ***********************************************************************
 LY0666  DESIGNATION -  935.80
 LY0666  PID         -  LY0666
 LY0666  STATE/COUNTY-  NJ/MORRIS
 LY0666  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY0666
 LY0666                         *CURRENT SURVEY CONTROL
 LY0666  ___________________________________________________________________
 LY0666* NAD 83(1986)-  41 05 03.     (N)    074 29 54.     (W)     SCALED    
 LY0666* NAVD 88     -       284.996  (meters)     935.02   (feet)  ADJUSTED  
 LY0666  ___________________________________________________________________
 LY0666  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LY0666  DYNAMIC HT  -         284.870 (meters)     934.61  (feet)  COMP
 LY0666  MODELED GRAV-     980,173.5   (mgal)                       NAVD 88
 LY0666
 LY0666  VERT ORDER  -  FIRST     CLASS II
 LY0666
 LY0666.The horizontal coordinates were scaled from a topographic map and have
 LY0666.an estimated accuracy of +/- 6 seconds.
 LY0666
 LY0666.The orthometric height was determined by differential leveling
 LY0666.and adjusted by the National Geodetic Survey in June 1991..
 LY0666
 LY0666.The geoid height was determined by GEOID03.
 LY0666
 LY0666.The dynamic height is computed by dividing the NAVD 88
 LY0666.geopotential number by the normal gravity value computed on the
 LY0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0666.degrees latitude (g = 980.6199 gals.).
 LY0666
 LY0666.The modeled gravity was interpolated from observed gravity values.
 LY0666
 LY0666;                    North         East    Units  Estimated Accuracy
 LY0666;SPC NJ       -   249,890.      150,140.      MT  (+/- 180 meters Scaled)
 LY0666
 LY0666                          SUPERSEDED SURVEY CONTROL
 LY0666
 LY0666  NGVD 29 (??/??/92)  285.186  (m)          935.65   (f) ADJ UNCH    1 2
 LY0666
 LY0666.Superseded values are not recommended for survey control.
 LY0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0666.See file dsdata.txt to determine how the superseded data were derived.
 LY0666
 LY0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL421482(NAD 83)
 LY0666_MARKER: Q = CHISELED SQUARE
 LY0666_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0666_SP_SET: BRIDGE WALL
 LY0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0666
 LY0666  HISTORY     - Date     Condition        Report By
 LY0666  HISTORY     - UNK      MONUMENTED       NJDCED
 LY0666  HISTORY     - 1934     GOOD             NGS
 LY0666
 LY0666                          STATION DESCRIPTION
 LY0666
 LY0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0666'0.6 MI E FROM STOCKHOLM.
 LY0666'IN MORRIS COUNTY, 0.6 MILE EAST ALONG THE NEW YORK, SUSQUEHANNA
 LY0666'AND WESTERN RAILROAD FROM THE STATION AT STOCKHOLM, SUSSEX
 LY0666'COUNTY, 200 FEET EAST OF THE BRIDGE OVER PEQUANNOCK RIVER, AT
 LY0666'THE BRIDGE OVER A PAVED COUNTY ROAD, ON THE TOP OF THE SOUTH END
 LY0666'OF THE WEST CONCRETE WING WALL, 30 FEET SOUTH OF THE TRACK, AND
 LY0666'ABOUT 5 FEET HIGHER THAN THE ROAD.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0599 ***********************************************************************
 JU0599  DESIGNATION -  94 CNJRR
 JU0599  PID         -  JU0599
 JU0599  STATE/COUNTY-  NJ/BURLINGTON
 JU0599  USGS QUAD   -  ATSION (1997)
 JU0599
 JU0599                         *CURRENT SURVEY CONTROL
 JU0599  ___________________________________________________________________
 JU0599* NAD 83(1986)-  39 44 56.     (N)    074 41 45.     (W)     SCALED    
 JU0599* NAVD 88     -        13.329  (meters)      43.73   (feet)  ADJUSTED  
 JU0599  ___________________________________________________________________
 JU0599  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JU0599  DYNAMIC HT  -          13.323 (meters)      43.71  (feet)  COMP
 JU0599  MODELED GRAV-     980,155.5   (mgal)                       NAVD 88
 JU0599
 JU0599  VERT ORDER  -  SECOND    CLASS 0
 JU0599
 JU0599.The horizontal coordinates were scaled from a topographic map and have
 JU0599.an estimated accuracy of +/- 6 seconds.
 JU0599
 JU0599.The orthometric height was determined by differential leveling
 JU0599.and adjusted by the National Geodetic Survey in June 1991..
 JU0599
 JU0599.The geoid height was determined by GEOID03.
 JU0599
 JU0599.The dynamic height is computed by dividing the NAVD 88
 JU0599.geopotential number by the normal gravity value computed on the
 JU0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0599.degrees latitude (g = 980.6199 gals.).
 JU0599
 JU0599.The modeled gravity was interpolated from observed gravity values.
 JU0599
 JU0599;                    North         East    Units  Estimated Accuracy
 JU0599;SPC NJ       -   101,650.      133,220.      MT  (+/- 180 meters Scaled)
 JU0599
 JU0599                          SUPERSEDED SURVEY CONTROL
 JU0599
 JU0599  NGVD 29 (??/??/??)   13.707  (m)           44.97   (f) ADJUSTED    2 0
 JU0599
 JU0599.Superseded values are not recommended for survey control.
 JU0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0599.See file dsdata.txt to determine how the superseded data were derived.
 JU0599
 JU0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ260999(NAD 83)
 JU0599_MARKER: Z = SEE DESCRIPTION
 JU0599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0599_SP_SET: MILEPOST BASE
 JU0599_MARK LOGO: CNJRR 
 JU0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0599
 JU0599  HISTORY     - Date     Condition        Report By
 JU0599  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0599  HISTORY     - 1935     GOOD             CGS
 JU0599  HISTORY     - 1936     GOOD             CGS
 JU0599  HISTORY     - 20050716 POOR             GEOCAC
 JU0599
 JU0599                          STATION DESCRIPTION
 JU0599
 JU0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0599'1.7 MI NE FROM ATSION.
 JU0599'1.7 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 JU0599'FROM THE STATION AT ATSION, BURLINGTON COUNTY, AT MILEPOST
 JU0599'94, IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER
 JU0599'LINE OF THE TRACK.  A RAISED LUG.
 JU0599
 JU0599                          STATION RECOVERY (1936)
 JU0599
 JU0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 JU0599'RECOVERED IN GOOD CONDITION.
 JU0599
 JU0599                          STATION RECOVERY (2005)
 JU0599
 JU0599'RECOVERY NOTE BY GEOCACHING 2005 (GJT)
 JU0599'THE CEMENT BASE THAT HELD THE MILEPOST IS ALL THAT REMAINS, AND IT IS
 JU0599'COMPLETELY COVERED WITH MOSS. IT APPEARS TO BE AT IT'S ORIGINAL
 JU0599'LOCATION 10 FEET NW OF THE TRACKS. THE HAND HELD GPS COORDINATES ARE
 JU0599'39 44.55.82 (N)     74 41.43.80 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0600 ***********************************************************************
 JU0600  DESIGNATION -  95
 JU0600  PID         -  JU0600
 JU0600  STATE/COUNTY-  NJ/BURLINGTON
 JU0600  USGS QUAD   -  ATSION (1997)
 JU0600
 JU0600                         *CURRENT SURVEY CONTROL
 JU0600  ___________________________________________________________________
 JU0600* NAD 83(1986)-  39 44 32.     (N)    074 42 44.     (W)     SCALED    
 JU0600* NAVD 88     -        14.086  (meters)      46.21   (feet)  ADJUSTED  
 JU0600  ___________________________________________________________________
 JU0600  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JU0600  DYNAMIC HT  -          14.079 (meters)      46.19  (feet)  COMP
 JU0600  MODELED GRAV-     980,154.0   (mgal)                       NAVD 88
 JU0600
 JU0600  VERT ORDER  -  SECOND    CLASS 0
 JU0600
 JU0600.The horizontal coordinates were scaled from a topographic map and have
 JU0600.an estimated accuracy of +/- 6 seconds.
 JU0600
 JU0600.The orthometric height was determined by differential leveling
 JU0600.and adjusted by the National Geodetic Survey in June 1991..
 JU0600
 JU0600.The geoid height was determined by GEOID03.
 JU0600
 JU0600.The dynamic height is computed by dividing the NAVD 88
 JU0600.geopotential number by the normal gravity value computed on the
 JU0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0600.degrees latitude (g = 980.6199 gals.).
 JU0600
 JU0600.The modeled gravity was interpolated from observed gravity values.
 JU0600
 JU0600;                    North         East    Units  Estimated Accuracy
 JU0600;SPC NJ       -   100,920.      131,810.      MT  (+/- 180 meters Scaled)
 JU0600
 JU0600                          SUPERSEDED SURVEY CONTROL
 JU0600
 JU0600  NGVD 29 (??/??/??)   14.463  (m)           47.45   (f) ADJUSTED    2 0
 JU0600
 JU0600.Superseded values are not recommended for survey control.
 JU0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0600.See file dsdata.txt to determine how the superseded data were derived.
 JU0600
 JU0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ246991(NAD 83)
 JU0600_MARKER: Z = SEE DESCRIPTION
 JU0600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0600_SP_SET: MILEPOST BASE
 JU0600_MARK LOGO: CNJRR 
 JU0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0600
 JU0600  HISTORY     - Date     Condition        Report By
 JU0600  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0600  HISTORY     - 1935     GOOD             CGS
 JU0600  HISTORY     - 1936     GOOD             CGS
 JU0600  HISTORY     - 19950303 MARK NOT FOUND   NJGS
 JU0600
 JU0600                          STATION DESCRIPTION
 JU0600
 JU0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0600'0.7 MI NE FROM ATSION.
 JU0600'0.7 MILE NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0600'THE STATION AT ATSION, BURLINGTON COUNTY, AT MILEPOST 95, IN THE
 JU0600'TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER LINE OF THE
 JU0600'TRACK.  A RAISED LUG.
 JU0600
 JU0600                          STATION RECOVERY (1936)
 JU0600
 JU0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 JU0600'RECOVERED IN GOOD CONDITION.
 JU0600
 JU0600                          STATION RECOVERY (1995)
 JU0600
 JU0600'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0600'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0600'SEARCH BY A TWO MAN PARTY.  ONLY THE REMAINS OF THE CONCRETE BASE THAT
 JU0600'SUPPORTED THE IRON POST AND BASE WERE FOUND.  THE STATION IS
 JU0600'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0602 ***********************************************************************
 JU0602  DESIGNATION -  96
 JU0602  PID         -  JU0602
 JU0602  STATE/COUNTY-  NJ/BURLINGTON
 JU0602  USGS QUAD   -  ATSION (1997)
 JU0602
 JU0602                         *CURRENT SURVEY CONTROL
 JU0602  ___________________________________________________________________
 JU0602* NAD 83(1986)-  39 44 08.     (N)    074 43 42.     (W)     SCALED    
 JU0602* NAVD 88     -        14.369  (meters)      47.14   (feet)  ADJUSTED  
 JU0602  ___________________________________________________________________
 JU0602  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU0602  DYNAMIC HT  -          14.362 (meters)      47.12  (feet)  COMP
 JU0602  MODELED GRAV-     980,152.3   (mgal)                       NAVD 88
 JU0602
 JU0602  VERT ORDER  -  SECOND    CLASS 0
 JU0602
 JU0602.The horizontal coordinates were scaled from a topographic map and have
 JU0602.an estimated accuracy of +/- 6 seconds.
 JU0602
 JU0602.The orthometric height was determined by differential leveling
 JU0602.and adjusted by the National Geodetic Survey in June 1991..
 JU0602
 JU0602.The geoid height was determined by GEOID03.
 JU0602
 JU0602.The dynamic height is computed by dividing the NAVD 88
 JU0602.geopotential number by the normal gravity value computed on the
 JU0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0602.degrees latitude (g = 980.6199 gals.).
 JU0602
 JU0602.The modeled gravity was interpolated from observed gravity values.
 JU0602
 JU0602;                    North         East    Units  Estimated Accuracy
 JU0602;SPC NJ       -   100,180.      130,430.      MT  (+/- 180 meters Scaled)
 JU0602
 JU0602                          SUPERSEDED SURVEY CONTROL
 JU0602
 JU0602  NGVD 29 (??/??/??)   14.745  (m)           48.38   (f) ADJUSTED    2 0
 JU0602
 JU0602.Superseded values are not recommended for survey control.
 JU0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0602.See file dsdata.txt to determine how the superseded data were derived.
 JU0602
 JU0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ232984(NAD 83)
 JU0602_MARKER: Z = SEE DESCRIPTION
 JU0602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0602_SP_SET: MILEPOST BASE
 JU0602_MARK LOGO: CNJRR 
 JU0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0602
 JU0602  HISTORY     - Date     Condition        Report By
 JU0602  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0602  HISTORY     - 1935     GOOD             CGS
 JU0602  HISTORY     - 1936     GOOD             CGS
 JU0602  HISTORY     - 19950303 MARK NOT FOUND   NJGS
 JU0602  HISTORY     - 20050716 POOR             GEOCAC
 JU0602
 JU0602                          STATION DESCRIPTION
 JU0602
 JU0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0602'0.3 MI SW FROM ATSION.
 JU0602'0.3 MILE SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0602'THE STATION AT ATSION, BURLINGTON COUNTY, AT MILEPOST 96, IN
 JU0602'THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER LINE
 JU0602'OF THE TRACK.  A RAISED LUG.
 JU0602
 JU0602                          STATION RECOVERY (1936)
 JU0602
 JU0602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 JU0602'RECOVERED IN GOOD CONDITION.
 JU0602
 JU0602                          STATION RECOVERY (1995)
 JU0602
 JU0602'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0602'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A HALF HOUR
 JU0602'SEARCH BY A TWO MAN PARTY.  THE STATION IS CONSIDERED LOST.
 JU0602
 JU0602                          STATION RECOVERY (2005)
 JU0602
 JU0602'RECOVERY NOTE BY GEOCACHING 2005 (GJT)
 JU0602'THE CEMENT BASE THAT HELD THE MILEPOST IS ALL THAT REMAINS. IT HAS
 JU0602'BEEN TURNED OVER AND IS SLIGHTLY DOWN AN INCLINE FROM IT'S ORIGINAL
 JU0602'LOCATION, AND IS COVERED OVER WITH VEGETATION. THE HAND HELD
 JU0602'COORDINATES ARE  39 44.08.52  (N)   74 43.43.93  (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0104 ***********************************************************************
 KV0104  DESIGNATION -  96 C OF N
 KV0104  PID         -  KV0104
 KV0104  STATE/COUNTY-  NJ/ESSEX
 KV0104  USGS QUAD   -  ELIZABETH (1995)
 KV0104
 KV0104                         *CURRENT SURVEY CONTROL
 KV0104  ___________________________________________________________________
 KV0104* NAD 83(1986)-  40 44 15.     (N)    074 10 04.     (W)     SCALED    
 KV0104* NAVD 88     -        11.021  (meters)      36.16   (feet)  ADJUSTED  
 KV0104  ___________________________________________________________________
 KV0104  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV0104  DYNAMIC HT  -          11.016 (meters)      36.14  (feet)  COMP
 KV0104  MODELED GRAV-     980,221.5   (mgal)                       NAVD 88
 KV0104
 KV0104  VERT ORDER  -  FIRST     CLASS II
 KV0104
 KV0104.The horizontal coordinates were scaled from a topographic map and have
 KV0104.an estimated accuracy of +/- 6 seconds.
 KV0104
 KV0104.The orthometric height was determined by differential leveling
 KV0104.and adjusted by the National Geodetic Survey in June 1991..
 KV0104
 KV0104.The geoid height was determined by GEOID03.
 KV0104
 KV0104.The dynamic height is computed by dividing the NAVD 88
 KV0104.geopotential number by the normal gravity value computed on the
 KV0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0104.degrees latitude (g = 980.6199 gals.).
 KV0104
 KV0104.The modeled gravity was interpolated from observed gravity values.
 KV0104
 KV0104;                    North         East    Units  Estimated Accuracy
 KV0104;SPC NJ       -   211,450.      178,060.      MT  (+/- 180 meters Scaled)
 KV0104
 KV0104                          SUPERSEDED SURVEY CONTROL
 KV0104
 KV0104  NGVD 29 (??/??/??)   11.358  (m)           37.26   (f) ADJUSTED    1 2
 KV0104
 KV0104.Superseded values are not recommended for survey control.
 KV0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0104.See file dsdata.txt to determine how the superseded data were derived.
 KV0104
 KV0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL702099(NAD 83)
 KV0104_MARKER: X = CHISELED CROSS
 KV0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0104_SP_SET: COPING
 KV0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0104
 KV0104  HISTORY     - Date     Condition        Report By
 KV0104  HISTORY     - 1933     MONUMENTED       NJ2130
 KV0104  HISTORY     - 1935     GOOD             CGS
 KV0104
 KV0104                          STATION DESCRIPTION
 KV0104
 KV0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0104'AT NEWARK.
 KV0104'AT NEWARK, ESSEX COUNTY, ON THE EAST SIDE OF MULBERRY STREET,
 KV0104'BETWEEN COMMERCE STREET AND RAYMOND BOULEVARD (FORMERLY CANAL
 KV0104'ST.), AT THE WEST END OF MARKET PLAZA, AND ON THE TOP OF THE WEST
 KV0104'GRANITE COPING OF A CIRCULAR TREE BED, 3 FEET HIGHER THAN THE
 KV0104'FINISHED GRADE OF MULBERRY STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0677 ***********************************************************************
 LY0677  DESIGNATION -  963.15
 LY0677  PID         -  LY0677
 LY0677  STATE/COUNTY-  NJ/SUSSEX
 LY0677  USGS QUAD   -  FRANKLIN (1971)
 LY0677
 LY0677                         *CURRENT SURVEY CONTROL
 LY0677  ___________________________________________________________________
 LY0677* NAD 83(1986)-  41 06 27.     (N)    074 33 06.     (W)     SCALED    
 LY0677* NAVD 88     -       293.295  (meters)     962.25   (feet)  ADJUSTED  
 LY0677  ___________________________________________________________________
 LY0677  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LY0677  DYNAMIC HT  -         293.164 (meters)     961.82  (feet)  COMP
 LY0677  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 LY0677
 LY0677  VERT ORDER  -  FIRST     CLASS II
 LY0677
 LY0677.The horizontal coordinates were scaled from a topographic map and have
 LY0677.an estimated accuracy of +/- 6 seconds.
 LY0677
 LY0677.The orthometric height was determined by differential leveling
 LY0677.and adjusted by the National Geodetic Survey in June 1991..
 LY0677
 LY0677.The geoid height was determined by GEOID03.
 LY0677
 LY0677.The dynamic height is computed by dividing the NAVD 88
 LY0677.geopotential number by the normal gravity value computed on the
 LY0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0677.degrees latitude (g = 980.6199 gals.).
 LY0677
 LY0677.The modeled gravity was interpolated from observed gravity values.
 LY0677
 LY0677;                    North         East    Units  Estimated Accuracy
 LY0677;SPC NJ       -   252,490.      145,660.      MT  (+/- 180 meters Scaled)
 LY0677
 LY0677                          SUPERSEDED SURVEY CONTROL
 LY0677
 LY0677  NGVD 29 (??/??/92)  293.478  (m)          962.85   (f) ADJ UNCH    1 2
 LY0677
 LY0677.Superseded values are not recommended for survey control.
 LY0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0677.See file dsdata.txt to determine how the superseded data were derived.
 LY0677
 LY0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL376507(NAD 83)
 LY0677_MARKER: X = CHISELED CROSS
 LY0677_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0677_SP_SET: BRIDGE
 LY0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0677
 LY0677  HISTORY     - Date     Condition        Report By
 LY0677  HISTORY     - UNK      MONUMENTED       NJDCED
 LY0677  HISTORY     - 1934     GOOD             NGS
 LY0677
 LY0677                          STATION DESCRIPTION
 LY0677
 LY0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0677'AT BEAVER LAKE.
 LY0677'AT BEAVER LAKE, SUSSEX COUNTY, AT THE NEW YORK, SUSQUEHANNA AND
 LY0677'WESTERN RAILROAD STATION, ON THE EAST SIDE OF THE TRACK, AND ON
 LY0677'THE NORTHWEST CORNER OF THE NORTH PIER SUPPORTING THE IRON
 LY0677'COLUMN OF THE OLD OVERHEAD BRIDGE.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4371 ***********************************************************************
 AI4371  DESIGNATION -  964
 AI4371  PID         -  AI4371
 AI4371  STATE/COUNTY-  NJ/BURLINGTON
 AI4371  USGS QUAD   -  MOORESTOWN (1995)
 AI4371
 AI4371                         *CURRENT SURVEY CONTROL
 AI4371  ___________________________________________________________________
 AI4371* NAD 83(1996)-  39 53 37.48221(N)    074 55 39.77451(W)     ADJUSTED  
 AI4371* NAVD 88     -        27.1    (meters)      89.     (feet)  GPS OBS   
 AI4371  ___________________________________________________________________
 AI4371  X           -   1,274,255.958 (meters)                     COMP
 AI4371  Y           -  -4,731,701.666 (meters)                     COMP
 AI4371  Z           -   4,068,937.268 (meters)                     COMP
 AI4371  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AI4371  ELLIP HEIGHT-          -5.59  (meters)          (09/25/02) GPS OBS
 AI4371  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 AI4371
 AI4371  HORZ ORDER  -  FIRST
 AI4371  ELLP ORDER  -  FOURTH    CLASS I
 AI4371
 AI4371.The horizontal coordinates were established by GPS observations
 AI4371.and adjusted by the National Geodetic Survey in March 2000..
 AI4371
 AI4371.The orthometric height was determined by GPS observations and a
 AI4371.high-resolution geoid model.
 AI4371
 AI4371.Photographs are available for this station.
 AI4371
 AI4371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4371
 AI4371.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4371
 AI4371.The ellipsoidal height was determined by GPS observations
 AI4371.and is referenced to NAD 83.
 AI4371
 AI4371.The geoid height was determined by GEOID03.
 AI4371
 AI4371;                    North         East     Units Scale Factor Converg.
 AI4371;SPC NJ       -   117,805.281   113,422.803   MT  0.99991647   -0 16 27.6
 AI4371;SPC NJ       -   386,499.49    372,121.31   sFT  0.99991647   -0 16 27.6
 AI4371;UTM  18      - 4,415,966.568   506,179.767   MT  0.99960047   +0 02 46.9
 AI4371
 AI4371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4371!SPC NJ       -   1.00000088  x   0.99991647  =   0.99991735
 AI4371!UTM  18      -   1.00000088  x   0.99960047  =   0.99960135
 AI4371
 AI4371                          SUPERSEDED SURVEY CONTROL
 AI4371
 AI4371  ELLIP H (03/31/00)   -5.61   (m)                       GP(       ) 3 1
 AI4371
 AI4371.Superseded values are not recommended for survey control.
 AI4371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4371.See file dsdata.txt to determine how the superseded data were derived.
 AI4371
 AI4371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0618015967(NAD 83)
 AI4371_MARKER: DD = SURVEY DISK
 AI4371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4371_STAMPING: 964 90.201
 AI4371_MARK LOGO: NJGS  
 AI4371_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4371+STABILITY: SURFACE MOTION
 AI4371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4371+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2002
 AI4371
 AI4371  HISTORY     - Date     Condition        Report By
 AI4371  HISTORY     - 1938     MONUMENTED       NJGS
 AI4371  HISTORY     - 19990713 GOOD             NJGS
 AI4371  HISTORY     - 20020620 GOOD             INDIV
 AI4371
 AI4371                          STATION DESCRIPTION
 AI4371
 AI4371'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (JVS)
 AI4371'THE STATION IS LOCATED IN EVESHAM TOWNSHIP IN THE CENTER GRASS MEDIAN
 AI4371'OF STATE ROUTE 73 AT THE MARLTON TRAFFIC CIRCLE.  TO REACH THE STATION
 AI4371'FROM THE INTERSECTION OF INTERSTATE HIGHWAY 295 AND STATE ROUTE 73 AT
 AI4371'INTERCHANGE 36, GO SOUTH ON STATE ROUTE 73 FOR 3.45 MI (5.55 KM) TO
 AI4371'THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND, JUST NORTH OF THE
 AI4371'INTERSECTION WITH STATE ROUTE 70 AT THE MARLTON TRAFFIC CIRCLE.  THE
 AI4371'STATION IS 8.5 FT (2.6 M) NORTH FROM THE NORTH CURB OF THE SOUTHBOUND
 AI4371'LANES OF STATE ROUTE 73 AND 7.1 FT (2.2 M) SOUTH FROM THE SOUTH CURB
 AI4371'OF THE WESTBOUND LANES OF STATE ROUTE 73.  THE STATION IS SET FLUSH
 AI4371'WITH THE GROUND.
 AI4371
 AI4371                          STATION RECOVERY (2002)
 AI4371
 AI4371'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 AI4371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI7803 ***********************************************************************
 AI7803  DESIGNATION -  9651
 AI7803  PID         -  AI7803
 AI7803  STATE/COUNTY-  NJ/ESSEX
 AI7803  USGS QUAD   -  ELIZABETH (1995)
 AI7803
 AI7803                         *CURRENT SURVEY CONTROL
 AI7803  ___________________________________________________________________
 AI7803* NAD 83(1986)-  40 43 29.     (N)    074 10 29.     (W)     SCALED    
 AI7803* NAVD 88     -         4.376  (meters)      14.36   (feet)  ADJUSTED  
 AI7803  ___________________________________________________________________
 AI7803  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 AI7803  DYNAMIC HT  -           4.375 (meters)      14.35  (feet)  COMP
 AI7803  MODELED GRAV-     980,221.1   (mgal)                       NAVD 88
 AI7803
 AI7803  VERT ORDER  -  FIRST     CLASS II
 AI7803
 AI7803.The horizontal coordinates were scaled from a topographic map and have
 AI7803.an estimated accuracy of +/- 6 seconds.
 AI7803
 AI7803.The orthometric height was determined by differential leveling
 AI7803.and adjusted by the National Geodetic Survey in March 2001..
 AI7803
 AI7803.The geoid height was determined by GEOID03.
 AI7803
 AI7803.The dynamic height is computed by dividing the NAVD 88
 AI7803.geopotential number by the normal gravity value computed on the
 AI7803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7803.degrees latitude (g = 980.6199 gals.).
 AI7803
 AI7803.The modeled gravity was interpolated from observed gravity values.
 AI7803
 AI7803;                    North         East    Units  Estimated Accuracy
 AI7803;SPC NJ       -   210,030.      177,480.      MT  (+/- 180 meters Scaled)
 AI7803
 AI7803                          SUPERSEDED SURVEY CONTROL
 AI7803
 AI7803.No superseded survey control is available for this station.
 AI7803
 AI7803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL696085(NAD 83)
 AI7803_MARKER: DD = SURVEY DISK
 AI7803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7803_STAMPING: 9651
 AI7803_MARK LOGO: NJGS  
 AI7803_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7803+STABILITY: SURFACE MOTION
 AI7803_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7803+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 AI7803
 AI7803  HISTORY     - Date     Condition        Report By
 AI7803  HISTORY     - 1953     MONUMENTED       NJGS
 AI7803  HISTORY     - 19980514 GOOD             NJGS
 AI7803  HISTORY     - 20060512 GOOD             MACDEL
 AI7803
 AI7803                          STATION DESCRIPTION
 AI7803
 AI7803'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI7803'THE STAION IS LOCATED IN THE CITY OF NEWARK ON THE WEST SIDE OF STATE
 AI7803'ROUTE 21, MC CARTER HIGHWAY, AT THE NORTHWEST CORNER OF THE
 AI7803'INTERSECTION WITH PENNINGTON STREET.  TO REACH THE STATION FROM THE
 AI7803'INTERSECTION OF BROAD STREET AND PENNINGTON STREET, GO SOUTHEAST ON
 AI7803'PENNINGTON STREET FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT, SET
 AI7803'FLUSH IN THE TOP OF A CONCRETE MONUMENT SET BETWEEN THE EAST EDGE OF
 AI7803'THE SIDEWALK AND THE WEST CURB OF STATE ROUTE 21.  THE STATION IS 32.2
 AI7803'FT (9.8 M) NORTHEAST FROM A FIRE HYDRANT, 26.0 FT (7.9 M) NORTHWEST
 AI7803'FROM THE CENTERLINE OF STATE ROUTE 21 AND 36.4 FT (11.1 M) SOUTHWEST
 AI7803'FROM AN INLET.
 AI7803
 AI7803                          STATION RECOVERY (2006)
 AI7803
 AI7803'RECOVERY NOTE BY MACDEL ENGINEERING 2006 (RFH)
 AI7803'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI7802 ***********************************************************************
 AI7802  DESIGNATION -  9656
 AI7802  PID         -  AI7802
 AI7802  STATE/COUNTY-  NJ/ESSEX
 AI7802  USGS QUAD   -  ELIZABETH (1995)
 AI7802
 AI7802                         *CURRENT SURVEY CONTROL
 AI7802  ___________________________________________________________________
 AI7802* NAD 83(1986)-  40 44 28.     (N)    074 09 57.     (W)     SCALED    
 AI7802* NAVD 88     -         5.911  (meters)      19.39   (feet)  ADJUSTED  
 AI7802  ___________________________________________________________________
 AI7802  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 AI7802  DYNAMIC HT  -           5.908 (meters)      19.38  (feet)  COMP
 AI7802  MODELED GRAV-     980,221.7   (mgal)                       NAVD 88
 AI7802
 AI7802  VERT ORDER  -  FIRST     CLASS II
 AI7802
 AI7802.The horizontal coordinates were scaled from a topographic map and have
 AI7802.an estimated accuracy of +/- 6 seconds.
 AI7802
 AI7802.The orthometric height was determined by differential leveling
 AI7802.and adjusted by the National Geodetic Survey in March 2001..
 AI7802
 AI7802.The geoid height was determined by GEOID03.
 AI7802
 AI7802.The dynamic height is computed by dividing the NAVD 88
 AI7802.geopotential number by the normal gravity value computed on the
 AI7802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7802.degrees latitude (g = 980.6199 gals.).
 AI7802
 AI7802.The modeled gravity was interpolated from observed gravity values.
 AI7802
 AI7802;                    North         East    Units  Estimated Accuracy
 AI7802;SPC NJ       -   211,850.      178,220.      MT  (+/- 180 meters Scaled)
 AI7802
 AI7802                          SUPERSEDED SURVEY CONTROL
 AI7802
 AI7802.No superseded survey control is available for this station.
 AI7802
 AI7802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL704103(NAD 83)
 AI7802_MARKER: DD = SURVEY DISK
 AI7802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7802_STAMPING: 9656
 AI7802_MARK LOGO: NJGS  
 AI7802_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7802+STABILITY: SURFACE MOTION
 AI7802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7802+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1998
 AI7802
 AI7802  HISTORY     - Date     Condition        Report By
 AI7802  HISTORY     - 1953     MONUMENTED       NJGS
 AI7802  HISTORY     - 19980513 GOOD             NJGS
 AI7802
 AI7802                          STATION DESCRIPTION
 AI7802
 AI7802'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI7802'THE STATION IS LOCATED IN THE CITY OF NEWARK ON THE WEST SIDE OF STATE
 AI7802'ROUTE 21, MC CARTER HIGHWAY, NEAR THE REAR OF THE NEW JERSEY
 AI7802'PERFORMING ARTS CENTER.  TO REACH THE STATION FROM THE CITY HALL
 AI7802'BUILDING LOCATED AT THE INTERSECTION OF BROAD STREET AND FRANKLIN
 AI7802'STREET, GO NORTH ON BROAD STREET FOR 0.8 MI (1.3 KM) TO THE
 AI7802'INTERSECTION WITH FULTON STREET.  TURN RIGHT AND GO 0.1 MI (0.2 KM) TO
 AI7802'THE TEE INTERSECTION WITH STATE ROUTE 21, MC CARTER HIGHWAY.  TURN
 AI7802'RIGHT AND GO SOUTH ON STATE ROUTE 21 FOR ABOUT 0.1 MI (0.2 KM) TO THE
 AI7802'STATION ON THE LEFT SET FLUSH IN THE TOP OF A CONCRETE MONUMENT SET IN
 AI7802'THE GRASS AREA BETWEEN THE WEST EDGE OF THE SIDEWALK AND THE EAST CURB
 AI7802'OF STATE ROUTE 21.  THE STATION IS 5.6 M (18.4 FT) NORTH FROM AN
 AI7802'INLET, 3.7 M (12.1 FT) NORTHWEST FROM AN ALUMINUM OVERHEAD LIGHT POLE
 AI7802'NUMBER 713, 16.9 M (55.4 FT) SOUTH SOUTHWEST FROM WOOD UTILITY POLE
 AI7802'NUMBER BT 15562 N, 0.6 M (2.0 FT) EAST FROM THE EAST CURBLINE OF STATE
 AI7802'ROUTE 21 AND 0.6 M (2.0 FT) WEST FROM THE WEST EDGE OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI7798 ***********************************************************************
 AI7798  DESIGNATION -  9666 A
 AI7798  PID         -  AI7798
 AI7798  STATE/COUNTY-  NJ/ESSEX
 AI7798  USGS QUAD   -  ELIZABETH (1995)
 AI7798
 AI7798                         *CURRENT SURVEY CONTROL
 AI7798  ___________________________________________________________________
 AI7798* NAD 83(1986)-  40 43 58.     (N)    074 08 58.     (W)     SCALED    
 AI7798* NAVD 88     -         5.769  (meters)      18.93   (feet)  ADJUSTED  
 AI7798  ___________________________________________________________________
 AI7798  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 AI7798  DYNAMIC HT  -           5.767 (meters)      18.92  (feet)  COMP
 AI7798  MODELED GRAV-     980,226.0   (mgal)                       NAVD 88
 AI7798
 AI7798  VERT ORDER  -  FIRST     CLASS II
 AI7798
 AI7798.The horizontal coordinates were scaled from a topographic map and have
 AI7798.an estimated accuracy of +/- 6 seconds.
 AI7798
 AI7798.The orthometric height was determined by differential leveling
 AI7798.and adjusted by the National Geodetic Survey in March 2001..
 AI7798.No vertical observational check was made to the station.
 AI7798
 AI7798.The geoid height was determined by GEOID03.
 AI7798
 AI7798.The dynamic height is computed by dividing the NAVD 88
 AI7798.geopotential number by the normal gravity value computed on the
 AI7798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7798.degrees latitude (g = 980.6199 gals.).
 AI7798
 AI7798.The modeled gravity was interpolated from observed gravity values.
 AI7798
 AI7798;                    North         East    Units  Estimated Accuracy
 AI7798;SPC NJ       -   210,930.      179,610.      MT  (+/- 180 meters Scaled)
 AI7798
 AI7798                          SUPERSEDED SURVEY CONTROL
 AI7798
 AI7798.No superseded survey control is available for this station.
 AI7798
 AI7798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL718094(NAD 83)
 AI7798_MARKER: DD = SURVEY DISK
 AI7798_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI7798_SP_SET: CURB
 AI7798_STAMPING: 9666 A
 AI7798_MARK LOGO: NJGS  
 AI7798_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI7798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7798+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1998
 AI7798
 AI7798  HISTORY     - Date     Condition        Report By
 AI7798  HISTORY     - 1949     MONUMENTED       NJGS
 AI7798  HISTORY     - 19980515 GOOD             NJGS
 AI7798
 AI7798                          STATION DESCRIPTION
 AI7798
 AI7798'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI7798'THE STATION IS LOCATED IN THE CITY OF NEWARK ON THE NORTH SIDE OF
 AI7798'RAYMOND BOULEVARD.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI7798'RAYMOND BOULEVARD AND MARKET STREET, GO EAST ON MARKET STREET FOR 0.6
 AI7798'MI (1.0 KM) TO THE INTERSECTION WITH MOTT STREET ON THE LEFT.  TURN
 AI7798'LEFT AND GO NORTH ON MOTT STREET FOR 0.10 MI (0.16 KM) TO THE TEE
 AI7798'INTERSECTION WITH RAYMOND BOULEVARD AND THE STATION AHEAD, SET FLUSH
 AI7798'IN A DRILL HOLE IN THE NORTH CURB OF RAYMOND BOULEVARD.  THE STATION
 AI7798'IS 2.2 M (7.2 FT) WEST FROM THE WEST CURBLINE EXTENDED OF MOTT STREET,
 AI7798'1.6 M (5.2 FT) EAST FROM AN ALUMINUM OVERHEAD LIGHT POLE NUMBER 33079,
 AI7798'4.1 M (13.5 FT) WEST FROM AN INLET AND 3.6 M (11.8 FT) SOUTH FROM THE
 AI7798'SOUTH EDGE OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0668 ***********************************************************************
 LY0668  DESIGNATION -  968.87
 LY0668  PID         -  LY0668
 LY0668  STATE/COUNTY-  NJ/SUSSEX
 LY0668  USGS QUAD   -  FRANKLIN (1971)
 LY0668
 LY0668                         *CURRENT SURVEY CONTROL
 LY0668  ___________________________________________________________________
 LY0668* NAD 83(1986)-  41 05 05.     (N)    074 30 21.     (W)     SCALED    
 LY0668* NAVD 88     -       295.072  (meters)     968.08   (feet)  ADJUSTED  
 LY0668  ___________________________________________________________________
 LY0668  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 LY0668  DYNAMIC HT  -         294.941 (meters)     967.65  (feet)  COMP
 LY0668  MODELED GRAV-     980,171.8   (mgal)                       NAVD 88
 LY0668
 LY0668  VERT ORDER  -  FIRST     CLASS II
 LY0668
 LY0668.The horizontal coordinates were scaled from a topographic map and have
 LY0668.an estimated accuracy of +/- 6 seconds.
 LY0668
 LY0668.The orthometric height was determined by differential leveling
 LY0668.and adjusted by the National Geodetic Survey in June 1991..
 LY0668
 LY0668.The geoid height was determined by GEOID03.
 LY0668
 LY0668.The dynamic height is computed by dividing the NAVD 88
 LY0668.geopotential number by the normal gravity value computed on the
 LY0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0668.degrees latitude (g = 980.6199 gals.).
 LY0668
 LY0668.The modeled gravity was interpolated from observed gravity values.
 LY0668
 LY0668;                    North         East    Units  Estimated Accuracy
 LY0668;SPC NJ       -   249,960.      149,510.      MT  (+/- 180 meters Scaled)
 LY0668
 LY0668                          SUPERSEDED SURVEY CONTROL
 LY0668
 LY0668  NGVD 29 (??/??/92)  295.260  (m)          968.70   (f) ADJ UNCH    1 2
 LY0668
 LY0668.Superseded values are not recommended for survey control.
 LY0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0668.See file dsdata.txt to determine how the superseded data were derived.
 LY0668
 LY0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL415482(NAD 83)
 LY0668_MARKER: X = CHISELED CROSS
 LY0668_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0668_SP_SET: STEP
 LY0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0668
 LY0668  HISTORY     - Date     Condition        Report By
 LY0668  HISTORY     - UNK      MONUMENTED       NJDCED
 LY0668  HISTORY     - 1934     GOOD             NGS
 LY0668
 LY0668                          STATION DESCRIPTION
 LY0668
 LY0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0668'AT STOCKHOLM.
 LY0668'AT STOCKHOLM, SUSSEX COUNTY, ABOUT 300 YARDS EAST ALONG THE NEW
 LY0668'YORK, SUSQUEHANNA AND WESTERN RAILROAD FROM THE STATION, AT
 LY0668'BRIDGE 49.92 OVER PEQUANNOCK RIVER, AT THE NORTH END OF THE WEST
 LY0668'ABUTMENT, ON THE NORTHEAST CORNER OF THE SECOND STONE STEP FROM
 LY0668'THE BOTTOM, 13 FEET NORTH OF THE NORTH RAIL, AND ABOUT 5-1/2 FEET
 LY0668'LOWER THAN THE TRACK.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0603 ***********************************************************************
 JU0603  DESIGNATION -  97
 JU0603  PID         -  JU0603
 JU0603  STATE/COUNTY-  NJ/CAMDEN
 JU0603  USGS QUAD   -  ATSION (1997)
 JU0603
 JU0603                         *CURRENT SURVEY CONTROL
 JU0603  ___________________________________________________________________
 JU0603* NAD 83(1986)-  39 43 42.     (N)    074 44 40.     (W)     SCALED    
 JU0603* NAVD 88     -        16.593  (meters)      54.44   (feet)  ADJUSTED  
 JU0603  ___________________________________________________________________
 JU0603  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU0603  DYNAMIC HT  -          16.585 (meters)      54.41  (feet)  COMP
 JU0603  MODELED GRAV-     980,150.4   (mgal)                       NAVD 88
 JU0603
 JU0603  VERT ORDER  -  SECOND    CLASS 0
 JU0603
 JU0603.The horizontal coordinates were scaled from a topographic map and have
 JU0603.an estimated accuracy of +/- 6 seconds.
 JU0603
 JU0603.The orthometric height was determined by differential leveling
 JU0603.and adjusted by the National Geodetic Survey in June 1991..
 JU0603
 JU0603.The geoid height was determined by GEOID03.
 JU0603
 JU0603.The dynamic height is computed by dividing the NAVD 88
 JU0603.geopotential number by the normal gravity value computed on the
 JU0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0603.degrees latitude (g = 980.6199 gals.).
 JU0603
 JU0603.The modeled gravity was interpolated from observed gravity values.
 JU0603
 JU0603;                    North         East    Units  Estimated Accuracy
 JU0603;SPC NJ       -    99,380.      129,050.      MT  (+/- 180 meters Scaled)
 JU0603
 JU0603                          SUPERSEDED SURVEY CONTROL
 JU0603
 JU0603  NGVD 29 (??/??/??)   16.971  (m)           55.68   (f) ADJUSTED    2 0
 JU0603
 JU0603.Superseded values are not recommended for survey control.
 JU0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0603.See file dsdata.txt to determine how the superseded data were derived.
 JU0603
 JU0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ219976(NAD 83)
 JU0603_MARKER: Z = SEE DESCRIPTION
 JU0603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0603_SP_SET: MILEPOST BASE
 JU0603_MARK LOGO: CNJRR 
 JU0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0603
 JU0603  HISTORY     - Date     Condition        Report By
 JU0603  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0603  HISTORY     - 1935     GOOD             CGS
 JU0603  HISTORY     - 1936     GOOD             CGS
 JU0603  HISTORY     - 19950315 MARK NOT FOUND   NJGS
 JU0603
 JU0603                          STATION DESCRIPTION
 JU0603
 JU0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0603'7.1 MI NE FROM WINSLOW JUNCTION.
 JU0603'7.1 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0603'THE STATION AT WINSLOW JUNCTION, CAMDEN COUNTY, AT MILEPOST 97,
 JU0603'IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER LINE
 JU0603'OF THE TRACK.  A RAISED LUG.
 JU0603
 JU0603                          STATION RECOVERY (1936)
 JU0603
 JU0603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 JU0603'RECOVERED IN GOOD CONDITION.
 JU0603
 JU0603                          STATION RECOVERY (1995)
 JU0603
 JU0603'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0603'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0603'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0105 ***********************************************************************
 KV0105  DESIGNATION -  97 C OF N
 KV0105  PID         -  KV0105
 KV0105  STATE/COUNTY-  NJ/ESSEX
 KV0105  USGS QUAD   -  ELIZABETH (1995)
 KV0105
 KV0105                         *CURRENT SURVEY CONTROL
 KV0105  ___________________________________________________________________
 KV0105* NAD 83(1986)-  40 44 18.     (N)    074 10 02.     (W)     SCALED    
 KV0105* NAVD 88     -        11.402  (meters)      37.41   (feet)  ADJUSTED  
 KV0105  ___________________________________________________________________
 KV0105  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV0105  DYNAMIC HT  -          11.397 (meters)      37.39  (feet)  COMP
 KV0105  MODELED GRAV-     980,221.6   (mgal)                       NAVD 88
 KV0105
 KV0105  VERT ORDER  -  FIRST     CLASS II
 KV0105
 KV0105.The horizontal coordinates were scaled from a topographic map and have
 KV0105.an estimated accuracy of +/- 6 seconds.
 KV0105
 KV0105.The orthometric height was determined by differential leveling
 KV0105.and adjusted by the National Geodetic Survey in June 1991..
 KV0105
 KV0105.The geoid height was determined by GEOID03.
 KV0105
 KV0105.The dynamic height is computed by dividing the NAVD 88
 KV0105.geopotential number by the normal gravity value computed on the
 KV0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0105.degrees latitude (g = 980.6199 gals.).
 KV0105
 KV0105.The modeled gravity was interpolated from observed gravity values.
 KV0105
 KV0105;                    North         East    Units  Estimated Accuracy
 KV0105;SPC NJ       -   211,550.      178,110.      MT  (+/- 180 meters Scaled)
 KV0105
 KV0105                          SUPERSEDED SURVEY CONTROL
 KV0105
 KV0105  NGVD 29 (??/??/??)   11.739  (m)           38.51   (f) ADJUSTED    1 2
 KV0105
 KV0105.Superseded values are not recommended for survey control.
 KV0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0105.See file dsdata.txt to determine how the superseded data were derived.
 KV0105
 KV0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL703100(NAD 83)
 KV0105_MARKER: Q = CHISELED SQUARE
 KV0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0105_SP_SET: DOORSILL
 KV0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0105
 KV0105  HISTORY     - Date     Condition        Report By
 KV0105  HISTORY     - 1933     MONUMENTED       NJ2130
 KV0105  HISTORY     - 1934     GOOD             CGS
 KV0105  HISTORY     - 19950620 MARK NOT FOUND   USPSQD
 KV0105
 KV0105                          STATION DESCRIPTION
 KV0105
 KV0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0105'AT NEWARK.
 KV0105'AT NEWARK, ESSEX COUNTY, AT 1123 RAYMOND BOULEVARD (FORMERLY
 KV0105'76 CANAL STREET), AT A 3-STORY BRICK BUILDING ON THE STONE
 KV0105'DOORSILL, AND ABOUT 2 FEET HIGHER THAN THE SIDEWALK.  A
 KV0105'CHISELED SQUARE.
 KV0105
 KV0105                          STATION RECOVERY (1995)
 KV0105
 KV0105'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4372 ***********************************************************************
 AI4372  DESIGNATION -  970
 AI4372  PID         -  AI4372
 AI4372  STATE/COUNTY-  NJ/CAMDEN
 AI4372  USGS QUAD   -  CLEMENTON (1981)
 AI4372
 AI4372                         *CURRENT SURVEY CONTROL
 AI4372  ___________________________________________________________________
 AI4372* NAD 83(1996)-  39 48 04.58729(N)    074 55 55.68846(W)     ADJUSTED  
 AI4372* NAVD 88     -        48.3    (meters)     158.     (feet)  GPS OBS   
 AI4372  ___________________________________________________________________
 AI4372  X           -   1,275,605.270 (meters)                     COMP
 AI4372  Y           -  -4,738,167.939 (meters)                     COMP
 AI4372  Z           -   4,061,067.986 (meters)                     COMP
 AI4372  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AI4372  ELLIP HEIGHT-          15.30  (meters)          (09/25/02) GPS OBS
 AI4372  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 AI4372
 AI4372  HORZ ORDER  -  FIRST
 AI4372  ELLP ORDER  -  FOURTH    CLASS I
 AI4372
 AI4372.The horizontal coordinates were established by GPS observations
 AI4372.and adjusted by the National Geodetic Survey in March 2000..
 AI4372
 AI4372.The orthometric height was determined by GPS observations and a
 AI4372.high-resolution geoid model.
 AI4372
 AI4372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4372
 AI4372.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4372
 AI4372.The ellipsoidal height was determined by GPS observations
 AI4372.and is referenced to NAD 83.
 AI4372
 AI4372.The geoid height was determined by GEOID03.
 AI4372
 AI4372;                    North         East     Units Scale Factor Converg.
 AI4372;SPC NJ       -   107,540.883   112,995.153   MT  0.99991685   -0 16 35.8
 AI4372;SPC NJ       -   352,823.71    370,718.26   sFT  0.99991685   -0 16 35.8
 AI4372;UTM  18      - 4,405,703.185   505,809.636   MT  0.99960042   +0 02 36.4
 AI4372
 AI4372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4372!SPC NJ       -   0.99999760  x   0.99991685  =   0.99991445
 AI4372!UTM  18      -   0.99999760  x   0.99960042  =   0.99959802
 AI4372
 AI4372                          SUPERSEDED SURVEY CONTROL
 AI4372
 AI4372  ELLIP H (03/31/00)   15.30   (m)                       GP(       ) 3 1
 AI4372
 AI4372.Superseded values are not recommended for survey control.
 AI4372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4372.See file dsdata.txt to determine how the superseded data were derived.
 AI4372
 AI4372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0581005703(NAD 83)
 AI4372_MARKER: DD = SURVEY DISK
 AI4372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4372_STAMPING: 970 150.620
 AI4372_MARK LOGO: NJGS  
 AI4372_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4372+STABILITY: SURFACE MOTION
 AI4372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4372+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003
 AI4372
 AI4372  HISTORY     - Date     Condition        Report By
 AI4372  HISTORY     - 1955     MONUMENTED       NJGS
 AI4372  HISTORY     - 19990713 GOOD             NJGS
 AI4372  HISTORY     - 20030403 GOOD             JCLS
 AI4372
 AI4372                          STATION DESCRIPTION
 AI4372
 AI4372'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (JVS)
 AI4372'THE STATION IS LOCATED IN THE BOROUGH OF BERLIN IN THE GRASS MEDIAN OF
 AI4372'THE BERLIN TRAFFIC CIRCLE, AT THE JUNCTION OF STATE ROUTE 73, MILFORD
 AI4372'ROAD AND WALKER AVENUE.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI4372'INTERSTATE HIGHWAY 295 AND STATE ROUTE 73 AT INTERCHANGE 36, GO SOUTH
 AI4372'ON STATE ROUTE 73 FOR 3.5 MI (5.6 KM) TO THE INTERSECTION WITH STATE
 AI4372'ROUTE 70 AT THE MARLTON CIRCLE.  PASS THROUGH THE CIRCLE AND CONTINUE
 AI4372'SOUTH ON STATE ROUTE 73 FOR 6.4 MI (10.3 KM) TO THE BERLIN CIRCLE AND
 AI4372'THE STATION AHEAD, SET FLUSH WITH THE GROUND.  THE STATION IS 10.8 M
 AI4372'(35.4 FT) NORTHWEST FROM A BELL TELEPHONE SYSTEM MANHOLE, 24.5 M (80.4
 AI4372'FT) SOUTHWEST FROM A GALVANIZED STEEL POLE MOUNTED WITH AN OBSERVTION
 AI4372'CAMERA, 34.3 SOUTH FROM A STORM DRAIN INLET AND 34.5 M (113.2 FT)
 AI4372'NORTH FROM A STORM DRAIN INLET.
 AI4372
 AI4372                          STATION RECOVERY (2003)
 AI4372
 AI4372'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 AI4372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0083 ***********************************************************************
 KV0083  DESIGNATION -  9717
 KV0083  PID         -  KV0083
 KV0083  STATE/COUNTY-  NJ/ESSEX
 KV0083  USGS QUAD   -  ELIZABETH (1995)
 KV0083
 KV0083                         *CURRENT SURVEY CONTROL
 KV0083  ___________________________________________________________________
 KV0083* NAD 83(1986)-  40 42 28.     (N)    074 11 31.     (W)     SCALED    
 KV0083* NAVD 88     -         2.420  (meters)       7.94   (feet)  ADJUSTED  
 KV0083  ___________________________________________________________________
 KV0083  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV0083  DYNAMIC HT  -           2.419 (meters)       7.94  (feet)  COMP
 KV0083  MODELED GRAV-     980,218.7   (mgal)                       NAVD 88
 KV0083
 KV0083  VERT ORDER  -  FIRST     CLASS I
 KV0083
 KV0083.The horizontal coordinates were scaled from a topographic map and have
 KV0083.an estimated accuracy of +/- 6 seconds.
 KV0083
 KV0083.The orthometric height was determined by differential leveling
 KV0083.and adjusted by the National Geodetic Survey in June 1991..
 KV0083
 KV0083.The geoid height was determined by GEOID03.
 KV0083
 KV0083.The dynamic height is computed by dividing the NAVD 88
 KV0083.geopotential number by the normal gravity value computed on the
 KV0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0083.degrees latitude (g = 980.6199 gals.).
 KV0083
 KV0083.The modeled gravity was interpolated from observed gravity values.
 KV0083
 KV0083;                    North         East    Units  Estimated Accuracy
 KV0083;SPC NJ       -   208,150.      176,030.      MT  (+/- 180 meters Scaled)
 KV0083
 KV0083                          SUPERSEDED SURVEY CONTROL
 KV0083
 KV0083  NGVD 29 (04/16/92)    2.756  (m)            9.04   (f) ADJUSTED    1 1
 KV0083
 KV0083.Superseded values are not recommended for survey control.
 KV0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0083.See file dsdata.txt to determine how the superseded data were derived.
 KV0083
 KV0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL682066(NAD 83)
 KV0083_MARKER: DD = SURVEY DISK
 KV0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0083_STAMPING: 9717
 KV0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0083+STABILITY: SURFACE MOTION
 KV0083
 KV0083  HISTORY     - Date     Condition        Report By
 KV0083  HISTORY     - 1965     MONUMENTED       NJGS
 KV0083  HISTORY     - 1965     GOOD             CGS
 KV0083  HISTORY     - 19950310 MARK NOT FOUND   NJGS
 KV0083
 KV0083                          STATION DESCRIPTION
 KV0083
 KV0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0083'AT NEWARK.
 KV0083'AT NEWARK, AT THE JUNCTION OF FRELINGHUYSEN AVENUE AND EMPIRE
 KV0083'STREET, UNDER THE SOUTHWEST EDGE OF THE U.S. HIGHWAY 22 OVERPASS
 KV0083'OVER THE AVENUE, 30 FEET SOUTHWEST OF THE CENTER LINE OF EMPIER
 KV0083'STREET, 2 FEET WEST OF THE ROUNDED CURB BETWEEN THE STREET AND
 KV0083'THE AVENUE, ABOUT LEVEL WITH THE TOP OF THE SIDEWALK AND IS A
 KV0083'DISK IN THE TOP OF A CONCRETE POST SURROUNDED BY THE FRELINGHUYSEN
 KV0083'AVENUE SIDEWALK.
 KV0083
 KV0083                          STATION RECOVERY (1995)
 KV0083
 KV0083'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0083'THE STATION WAS NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0079 ***********************************************************************
 KV0079  DESIGNATION -  9720 NJGS
 KV0079  PID         -  KV0079
 KV0079  STATE/COUNTY-  NJ/ESSEX
 KV0079  USGS QUAD   -  ELIZABETH (1995)
 KV0079
 KV0079                         *CURRENT SURVEY CONTROL
 KV0079  ___________________________________________________________________
 KV0079* NAD 83(1986)-  40 41 24.     (N)    074 12 11.     (W)     SCALED    
 KV0079* NAVD 88     -         7.499  (meters)      24.60   (feet)  ADJUSTED  
 KV0079  ___________________________________________________________________
 KV0079  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV0079  DYNAMIC HT  -           7.496 (meters)      24.59  (feet)  COMP
 KV0079  MODELED GRAV-     980,218.1   (mgal)                       NAVD 88
 KV0079
 KV0079  VERT ORDER  -  FIRST     CLASS I
 KV0079
 KV0079.The horizontal coordinates were scaled from a topographic map and have
 KV0079.an estimated accuracy of +/- 6 seconds.
 KV0079
 KV0079.The orthometric height was determined by differential leveling
 KV0079.and adjusted by the National Geodetic Survey in June 1991..
 KV0079
 KV0079.The geoid height was determined by GEOID03.
 KV0079
 KV0079.The dynamic height is computed by dividing the NAVD 88
 KV0079.geopotential number by the normal gravity value computed on the
 KV0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0079.degrees latitude (g = 980.6199 gals.).
 KV0079
 KV0079.The modeled gravity was interpolated from observed gravity values.
 KV0079
 KV0079;                    North         East    Units  Estimated Accuracy
 KV0079;SPC NJ       -   206,170.      175,100.      MT  (+/- 180 meters Scaled)
 KV0079
 KV0079                          SUPERSEDED SURVEY CONTROL
 KV0079
 KV0079  NGVD 29 (04/16/92)    7.834  (m)           25.70   (f) ADJUSTED    1 1
 KV0079
 KV0079.Superseded values are not recommended for survey control.
 KV0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0079.See file dsdata.txt to determine how the superseded data were derived.
 KV0079
 KV0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL673046(NAD 83)
 KV0079_MARKER: DD = SURVEY DISK
 KV0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0079_STAMPING: 9720
 KV0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0079+STABILITY: SURFACE MOTION
 KV0079
 KV0079  HISTORY     - Date     Condition        Report By
 KV0079  HISTORY     - UNK      MONUMENTED       NJGS
 KV0079  HISTORY     - 1965     GOOD             CGS
 KV0079  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 KV0079
 KV0079                          STATION DESCRIPTION
 KV0079
 KV0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0079'AT NEWARK.
 KV0079'AT NEWARK, NEAR THE INTERSECTION OF FRELINGHUYSEN AVENUE AND
 KV0079'MC CLELLAN STREET, 45.5 FEET NORTHEAST OF THE CENTERLINE OF THE
 KV0079'STREET, 1 FOOT SOUTHEAST OF THE SOUTHEAST CURB OF THE AVENUE,
 KV0079'3 FEET SOUTHWEST OF A FIRE HYDRANT, ABOUT 1 FOOT ABOVE THE LEVEL
 KV0079'OF THE AVENUE AND IS A DISK IN THE TOP OF A CONCRETE POST FLUSH
 KV0079'WITH THE SIDEWALK.  NOTE-- THIS MARK IS ABOUT 0.15 MILE NORTHEAST
 KV0079'ALONG FRELINGHUYSEN AVENUE FROM THE ESSEX-UNION COUNTY LINE.
 KV0079
 KV0079                          STATION RECOVERY (1984)
 KV0079
 KV0079'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 KV0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0604 ***********************************************************************
 JU0604  DESIGNATION -  98
 JU0604  PID         -  JU0604
 JU0604  STATE/COUNTY-  NJ/CAMDEN
 JU0604  USGS QUAD   -  HAMMONTON (1981)
 JU0604
 JU0604                         *CURRENT SURVEY CONTROL
 JU0604  ___________________________________________________________________
 JU0604* NAD 83(1986)-  39 43 14.     (N)    074 45 39.     (W)     SCALED    
 JU0604* NAVD 88     -        17.968  (meters)      58.95   (feet)  ADJUSTED  
 JU0604  ___________________________________________________________________
 JU0604  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JU0604  DYNAMIC HT  -          17.960 (meters)      58.92  (feet)  COMP
 JU0604  MODELED GRAV-     980,148.2   (mgal)                       NAVD 88
 JU0604
 JU0604  VERT ORDER  -  SECOND    CLASS 0
 JU0604
 JU0604.The horizontal coordinates were scaled from a topographic map and have
 JU0604.an estimated accuracy of +/- 6 seconds.
 JU0604
 JU0604.The orthometric height was determined by differential leveling
 JU0604.and adjusted by the National Geodetic Survey in June 1991..
 JU0604
 JU0604.The geoid height was determined by GEOID03.
 JU0604
 JU0604.The dynamic height is computed by dividing the NAVD 88
 JU0604.geopotential number by the normal gravity value computed on the
 JU0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0604.degrees latitude (g = 980.6199 gals.).
 JU0604
 JU0604.The modeled gravity was interpolated from observed gravity values.
 JU0604
 JU0604;                    North         East    Units  Estimated Accuracy
 JU0604;SPC NJ       -    98,520.      127,640.      MT  (+/- 180 meters Scaled)
 JU0604
 JU0604                          SUPERSEDED SURVEY CONTROL
 JU0604
 JU0604  NGVD 29 (??/??/??)   18.345  (m)           60.19   (f) ADJUSTED    2 0
 JU0604
 JU0604.Superseded values are not recommended for survey control.
 JU0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0604.See file dsdata.txt to determine how the superseded data were derived.
 JU0604
 JU0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ204967(NAD 83)
 JU0604_MARKER: Z = SEE DESCRIPTION
 JU0604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0604_SP_SET: MILEPOST BASE
 JU0604_MARK LOGO: CNJRR 
 JU0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0604
 JU0604  HISTORY     - Date     Condition        Report By
 JU0604  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0604  HISTORY     - 1935     GOOD             CGS
 JU0604  HISTORY     - 1936     GOOD             CGS
 JU0604  HISTORY     - 19950315 MARK NOT FOUND   NJGS
 JU0604
 JU0604                          STATION DESCRIPTION
 JU0604
 JU0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0604'6.1 MI NE FROM WINSLOW JUNCTION.
 JU0604'6.1 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0604'THE STATION AT WINSLOW JUNCTION, CAMDEN COUNTY, AT MILEPOST 98,
 JU0604'IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER LINE
 JU0604'OF THE TRACK.  A RAISED LUG.
 JU0604
 JU0604                          STATION RECOVERY (1936)
 JU0604
 JU0604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 JU0604'RECOVERED IN GOOD CONDITION.
 JU0604
 JU0604                          STATION RECOVERY (1995)
 JU0604
 JU0604'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0604'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A HALF HOUR
 JU0604'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0106 ***********************************************************************
 KV0106  DESIGNATION -  98 C OF N
 KV0106  PID         -  KV0106
 KV0106  STATE/COUNTY-  NJ/ESSEX
 KV0106  USGS QUAD   -  ELIZABETH (1995)
 KV0106
 KV0106                         *CURRENT SURVEY CONTROL
 KV0106  ___________________________________________________________________
 KV0106* NAD 83(1986)-  40 44 21.     (N)    074 10 00.     (W)     SCALED    
 KV0106* NAVD 88     -        10.467  (meters)      34.34   (feet)  ADJUSTED  
 KV0106  ___________________________________________________________________
 KV0106  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV0106  DYNAMIC HT  -          10.463 (meters)      34.33  (feet)  COMP
 KV0106  MODELED GRAV-     980,221.6   (mgal)                       NAVD 88
 KV0106
 KV0106  VERT ORDER  -  FIRST     CLASS II
 KV0106
 KV0106.The horizontal coordinates were scaled from a topographic map and have
 KV0106.an estimated accuracy of +/- 6 seconds.
 KV0106
 KV0106.The orthometric height was determined by differential leveling
 KV0106.and adjusted by the National Geodetic Survey in June 1991..
 KV0106
 KV0106.The geoid height was determined by GEOID03.
 KV0106
 KV0106.The dynamic height is computed by dividing the NAVD 88
 KV0106.geopotential number by the normal gravity value computed on the
 KV0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0106.degrees latitude (g = 980.6199 gals.).
 KV0106
 KV0106.The modeled gravity was interpolated from observed gravity values.
 KV0106
 KV0106;                    North         East    Units  Estimated Accuracy
 KV0106;SPC NJ       -   211,640.      178,150.      MT  (+/- 180 meters Scaled)
 KV0106
 KV0106                          SUPERSEDED SURVEY CONTROL
 KV0106
 KV0106  NGVD 29 (??/??/??)   10.804  (m)           35.45   (f) ADJUSTED    1 2
 KV0106
 KV0106.Superseded values are not recommended for survey control.
 KV0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0106.See file dsdata.txt to determine how the superseded data were derived.
 KV0106
 KV0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL703101(NAD 83)
 KV0106_MARKER: Z = SEE DESCRIPTION
 KV0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0106_SP_SET: GRANITE PEDESTAL
 KV0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0106
 KV0106  HISTORY     - Date     Condition        Report By
 KV0106  HISTORY     - 1933     MONUMENTED       NJ2130
 KV0106  HISTORY     - 1934     GOOD             CGS
 KV0106
 KV0106                          STATION DESCRIPTION
 KV0106
 KV0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0106'AT NEWARK.
 KV0106'AT NEWARK, ESSEX COUNTY, ON RAYMOND BOULEVARD (FORMERLY CANAL
 KV0106'STREET), AT THE CENTER MARKET BUILDING, 100 FEET EAST OF THE
 KV0106'NORTHWEST CORNER, ON THE FIFTH GRANITE PEDESTAL EAST OF THE
 KV0106'CORNER, AND ABOUT 1 FOOT HIGHER THAN THE SIDEWALK.  A NOTCH, CUT
 KV0106'IN THE CORNER OF THE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0605 ***********************************************************************
 JU0605  DESIGNATION -  99
 JU0605  PID         -  JU0605
 JU0605  STATE/COUNTY-  NJ/CAMDEN
 JU0605  USGS QUAD   -  HAMMONTON (1981)
 JU0605
 JU0605                         *CURRENT SURVEY CONTROL
 JU0605  ___________________________________________________________________
 JU0605* NAD 83(1986)-  39 42 46.     (N)    074 46 35.     (W)     SCALED    
 JU0605* NAVD 88     -        20.256  (meters)      66.46   (feet)  ADJUSTED  
 JU0605  ___________________________________________________________________
 JU0605  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JU0605  DYNAMIC HT  -          20.246 (meters)      66.42  (feet)  COMP
 JU0605  MODELED GRAV-     980,145.8   (mgal)                       NAVD 88
 JU0605
 JU0605  VERT ORDER  -  SECOND    CLASS 0
 JU0605
 JU0605.The horizontal coordinates were scaled from a topographic map and have
 JU0605.an estimated accuracy of +/- 6 seconds.
 JU0605
 JU0605.The orthometric height was determined by differential leveling
 JU0605.and adjusted by the National Geodetic Survey in June 1991..
 JU0605
 JU0605.The geoid height was determined by GEOID03.
 JU0605
 JU0605.The dynamic height is computed by dividing the NAVD 88
 JU0605.geopotential number by the normal gravity value computed on the
 JU0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0605.degrees latitude (g = 980.6199 gals.).
 JU0605
 JU0605.The modeled gravity was interpolated from observed gravity values.
 JU0605
 JU0605;                    North         East    Units  Estimated Accuracy
 JU0605;SPC NJ       -    97,660.      126,300.      MT  (+/- 180 meters Scaled)
 JU0605
 JU0605                          SUPERSEDED SURVEY CONTROL
 JU0605
 JU0605  NGVD 29 (??/??/??)   20.631  (m)           67.69   (f) ADJUSTED    2 0
 JU0605
 JU0605.Superseded values are not recommended for survey control.
 JU0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0605.See file dsdata.txt to determine how the superseded data were derived.
 JU0605
 JU0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ191959(NAD 83)
 JU0605_MARKER: Z = SEE DESCRIPTION
 JU0605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0605_SP_SET: MILEPOST BASE
 JU0605_MARK LOGO: CNJRR 
 JU0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0605
 JU0605  HISTORY     - Date     Condition        Report By
 JU0605  HISTORY     - UNK      MONUMENTED       CNJRR
 JU0605  HISTORY     - 1935     GOOD             CGS
 JU0605  HISTORY     - 1936     GOOD             CGS
 JU0605  HISTORY     - 19950315 MARK NOT FOUND   NJGS
 JU0605
 JU0605                          STATION DESCRIPTION
 JU0605
 JU0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0605'5.1 MI NE FROM WINSLOW JUNCTION.
 JU0605'5.1 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0605'THE STATION AT WINSLOW JUNCTION, CAMDEN COUNTY, AT MILEPOST 99,
 JU0605'IN THE TOP OF THE BASE, AND 10 FEET NORTHWEST OF THE CENTER LINE
 JU0605'OF THE TRACK.  A RAISED LUG.
 JU0605
 JU0605                          STATION RECOVERY (1936)
 JU0605
 JU0605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 JU0605'RECOVERED IN GOOD CONDITION.
 JU0605
 JU0605                          STATION RECOVERY (1995)
 JU0605
 JU0605'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0605'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A HALF HOUR
 JU0605'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AS3498 ***********************************************************************
 AS3498  DESIGNATION -  9919
 AS3498  PID         -  AS3498
 AS3498  STATE/COUNTY-  NJ/CAMDEN
 AS3498  USGS QUAD   -  CAMDEN (1995)
 AS3498
 AS3498                         *CURRENT SURVEY CONTROL
 AS3498  ___________________________________________________________________
 AS3498* NAD 83(1986)-  39 57 50.     (N)    075 04 23.     (W)     SCALED    
 AS3498* NAVD 88     -        21.150  (meters)      69.39   (feet)  ADJUSTED  
 AS3498  ___________________________________________________________________
 AS3498  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 AS3498  DYNAMIC HT  -          21.140 (meters)      69.36  (feet)  COMP
 AS3498  MODELED GRAV-     980,188.7   (mgal)                       NAVD 88
 AS3498
 AS3498  VERT ORDER  -  FIRST     CLASS II
 AS3498
 AS3498.The horizontal coordinates were scaled from a topographic map and have
 AS3498.an estimated accuracy of +/- 6 seconds.
 AS3498
 AS3498.The orthometric height was determined by differential leveling
 AS3498.and adjusted by the National Geodetic Survey in March 2005..
 AS3498.No vertical observational check was made to the station.
 AS3498
 AS3498.The geoid height was determined by GEOID03.
 AS3498
 AS3498.The dynamic height is computed by dividing the NAVD 88
 AS3498.geopotential number by the normal gravity value computed on the
 AS3498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS3498.degrees latitude (g = 980.6199 gals.).
 AS3498
 AS3498.The modeled gravity was interpolated from observed gravity values.
 AS3498
 AS3498;                    North         East    Units  Estimated Accuracy
 AS3498;SPC NJ       -   125,660.      101,040.      MT  (+/- 180 meters Scaled)
 AS3498
 AS3498                          SUPERSEDED SURVEY CONTROL
 AS3498
 AS3498.No superseded survey control is available for this station.
 AS3498
 AS3498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK937237(NAD 83)
 AS3498_MARKER: DD = SURVEY DISK
 AS3498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS3498_STAMPING: 9919 70.625
 AS3498_MARK LOGO: NJGS  
 AS3498_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS3498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS3498+STABILITY: SURFACE MOTION
 AS3498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AS3498+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2000
 AS3498
 AS3498  HISTORY     - Date     Condition        Report By
 AS3498  HISTORY     - 1939     MONUMENTED       NJGS
 AS3498  HISTORY     - 20000706 GOOD             NJGS
 AS3498
 AS3498                          STATION DESCRIPTION
 AS3498
 AS3498'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (FAC)
 AS3498'THE STATION IS LOCATED IN PENNSAUKEN TOWNSHIP ON THE SOUTHEAST SIDE OF
 AS3498'RIVER ROAD, COUNTY ROAD 543.  TO REACH THE STATION FROM THE
 AS3498'INTERSECTION OF STATE ROUTE 73 AND RIVER ROAD, COUNTY ROAD 543 IN THE
 AS3498'BOROUGH OF PALMYRA IN BURLINGTON COUNTY, GO SOUTHWEST ON RIVER ROAD
 AS3498'FOR 3.2 MI (5.1 KM) TO THE INTERSECTION WITH 47TH STREET AND THE
 AS3498'STATION ON THE LEFT AT THE SOUTHWEST CORNER OF THE INTERSECTION.  THE
 AS3498'STATION IS 5.7 M (18.7 FT) SOUTHWEST FROM THE CENTERLINE OF 47TH
 AS3498'STREET, 0.5 M (1.6 FT) SOUTHWEST FROM THE CURVED PORTION OF THE
 AS3498'SOUTHWEST CURB OF RIVER ROAD, 9.9 M (32.5 FT) SOUTH FROM THE
 AS3498'CENTERLINE OF RIVER ROAD AND 6.4 M (21.0 FT) EAST FROM UTILITY POLE
 AS3498'NUMBER 67318.  THE STATION IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AS3495 ***********************************************************************
 AS3495  DESIGNATION -  9920
 AS3495  PID         -  AS3495
 AS3495  STATE/COUNTY-  NJ/CAMDEN
 AS3495  USGS QUAD   -  CAMDEN (1995)
 AS3495
 AS3495                         *CURRENT SURVEY CONTROL
 AS3495  ___________________________________________________________________
 AS3495* NAD 83(1986)-  39 57 59.     (N)    075 04 04.     (W)     SCALED    
 AS3495* NAVD 88     -        17.866  (meters)      58.62   (feet)  ADJUSTED  
 AS3495  ___________________________________________________________________
 AS3495  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 AS3495  DYNAMIC HT  -          17.858 (meters)      58.59  (feet)  COMP
 AS3495  MODELED GRAV-     980,188.7   (mgal)                       NAVD 88
 AS3495
 AS3495  VERT ORDER  -  FIRST     CLASS II
 AS3495
 AS3495.The horizontal coordinates were scaled from a topographic map and have
 AS3495.an estimated accuracy of +/- 6 seconds.
 AS3495
 AS3495.The orthometric height was determined by differential leveling
 AS3495.and adjusted by the National Geodetic Survey in March 2005..
 AS3495.No vertical observational check was made to the station.
 AS3495
 AS3495.The geoid height was determined by GEOID03.
 AS3495
 AS3495.The dynamic height is computed by dividing the NAVD 88
 AS3495.geopotential number by the normal gravity value computed on the
 AS3495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS3495.degrees latitude (g = 980.6199 gals.).
 AS3495
 AS3495.The modeled gravity was interpolated from observed gravity values.
 AS3495
 AS3495;                    North         East    Units  Estimated Accuracy
 AS3495;SPC NJ       -   125,940.      101,500.      MT  (+/- 180 meters Scaled)
 AS3495
 AS3495                          SUPERSEDED SURVEY CONTROL
 AS3495
 AS3495.No superseded survey control is available for this station.
 AS3495
 AS3495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK942240(NAD 83)
 AS3495_MARKER: DD = SURVEY DISK
 AS3495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS3495_STAMPING: 9920 59.568
 AS3495_MARK LOGO: NJGS  
 AS3495_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS3495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS3495+STABILITY: SURFACE MOTION
 AS3495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AS3495+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2000
 AS3495
 AS3495  HISTORY     - Date     Condition        Report By
 AS3495  HISTORY     - 1939     MONUMENTED       NJGS
 AS3495  HISTORY     - 20000706 GOOD             NJGS
 AS3495
 AS3495                          STATION DESCRIPTION
 AS3495
 AS3495'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (FAC)
 AS3495'THE STATION IS LOCATED IN PENNSAUKEN TOWNSHIP ON THE SOUTHEAST SIDE OF
 AS3495'RIVER ROAD, COUNTY ROAD 543.  TO REACH THE STATION FROM THE
 AS3495'INTERSECTION OF STATE ROUTE 73 AND RIVER ROAD, COUNTY ROAD 543 IN THE
 AS3495'BOROUGH OF PALMYRA IN BURLINGTON COUNTY, GO SOUTHWEST ON RIVER ROAD
 AS3495'FOR 2.85 MI (4.59 KM) TO THE INTERSECTION OF RIVER ROAD AND
 AS3495'SPRINGFIELD AVENUE AND THE STATION ON THE LEFT AT THE SOUTHEAST CORNER
 AS3495'OF THE INTERSECTION.  THE STATION IS 0.4 M (1.3 FT) SOUTHEAST FROM THE
 AS3495'SOUTHEAST CURB OF RIVER ROAD, 5.8 M (19.0 FT) WOUTHWEST FROM THE
 AS3495'SOUTHWEST CURBLINE EXTENDED OF SPRINGFIELD AVENUE, 0.5 M (1.6 FT) WEST
 AS3495'FROM A METAL STREET SIGN POST AND 15.5 M (50.9 FT) WEST FROM A FIRE
 AS3495'HYDRANT.  THE STATION IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AS3493 ***********************************************************************
 AS3493  DESIGNATION -  9921
 AS3493  PID         -  AS3493
 AS3493  STATE/COUNTY-  NJ/CAMDEN
 AS3493  USGS QUAD   -  CAMDEN (1995)
 AS3493
 AS3493                         *CURRENT SURVEY CONTROL
 AS3493  ___________________________________________________________________
 AS3493* NAD 83(1986)-  39 58 05.     (N)    075 03 55.     (W)     SCALED    
 AS3493* NAVD 88     -         6.617  (meters)      21.71   (feet)  ADJUSTED  
 AS3493  ___________________________________________________________________
 AS3493  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 AS3493  DYNAMIC HT  -           6.615 (meters)      21.70  (feet)  COMP
 AS3493  MODELED GRAV-     980,188.7   (mgal)                       NAVD 88
 AS3493
 AS3493  VERT ORDER  -  FIRST     CLASS II
 AS3493
 AS3493.The horizontal coordinates were scaled from a topographic map and have
 AS3493.an estimated accuracy of +/- 6 seconds.
 AS3493
 AS3493.The orthometric height was determined by differential leveling
 AS3493.and adjusted by the National Geodetic Survey in March 2005..
 AS3493.No vertical observational check was made to the station.
 AS3493
 AS3493.The geoid height was determined by GEOID03.
 AS3493
 AS3493.The dynamic height is computed by dividing the NAVD 88
 AS3493.geopotential number by the normal gravity value computed on the
 AS3493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS3493.degrees latitude (g = 980.6199 gals.).
 AS3493
 AS3493.The modeled gravity was interpolated from observed gravity values.
 AS3493
 AS3493;                    North         East    Units  Estimated Accuracy
 AS3493;SPC NJ       -   126,120.      101,710.      MT  (+/- 180 meters Scaled)
 AS3493
 AS3493                          SUPERSEDED SURVEY CONTROL
 AS3493
 AS3493.No superseded survey control is available for this station.
 AS3493
 AS3493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK944242(NAD 83)
 AS3493_MARKER: DD = SURVEY DISK
 AS3493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS3493_STAMPING: 9921 22.883
 AS3493_MARK LOGO: NJGS  
 AS3493_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS3493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS3493+STABILITY: SURFACE MOTION
 AS3493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AS3493+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2000
 AS3493
 AS3493  HISTORY     - Date     Condition        Report By
 AS3493  HISTORY     - 1939     MONUMENTED       NJGS
 AS3493  HISTORY     - 20000706 GOOD             NJGS
 AS3493
 AS3493                          STATION DESCRIPTION
 AS3493
 AS3493'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (FAC)
 AS3493'THE STATION IS LOCATED IN PENNSAUKEN TOWNSHIP ON THE SOUTHEAST SIDE OF
 AS3493'RIVER ROAD, COUNTY ROAD 543.  TO REACH THE STATION FROM THE
 AS3493'INTERSECTION OF STATE ROUTE 73 AND RIVER ROAD, COUNTY ROAD 543 IN THE
 AS3493'BOROUGH OF PALMYRA IN BURLINGTON COUNTY, GO SOUTHWEST ON RIVER ROAD
 AS3493'FOR 2.65 MI (4.26 KM) TO THE STATION ON THE LEFT ON THE GROUNDS OF THE
 AS3493'PENNSAUKEN TOWNSHIP SWIMMING POOL.  THE STATION IS 7.0 M (23.0 FT)
 AS3493'SOUTHEAST FROM THE SOUTHEAST CURB OF RIVER ROAD, 17.3 M (56.8 FT)
 AS3493'NORTHWEST AND NORMAL TO A 8 FT (2.4 M) HIGH CHAIN LINK FENCE
 AS3493'SURROUNDING THE SWIMMING POOL, 54.5 M (178.8 FT) EAST NORTHEAST FROM A
 AS3493'FIRE HYDRANT, 61.9 M (203.1 FT) EAST NORTHEAST FROM BENCH MARK E 100,
 AS3493'14.9 M (48.9 FT) SOUTH FROM UTILITY POLE NUMBER 4638 PS AND 23.5 M
 AS3493'(77.1 FT) NORTHEAST FROM UTILITY POLE NUMBER 4637 PS.  THE STATION IS
 AS3493'SET 0.4 M (1.3 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AS3491 ***********************************************************************
 AS3491  DESIGNATION -  9923
 AS3491  PID         -  AS3491
 AS3491  STATE/COUNTY-  NJ/CAMDEN
 AS3491  USGS QUAD   -  CAMDEN (1995)
 AS3491
 AS3491                         *CURRENT SURVEY CONTROL
 AS3491  ___________________________________________________________________
 AS3491* NAD 83(1986)-  39 58 45.     (N)    075 03 16.     (W)     SCALED    
 AS3491* NAVD 88     -         3.569  (meters)      11.71   (feet)  ADJUSTED  
 AS3491  ___________________________________________________________________
 AS3491  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 AS3491  DYNAMIC HT  -           3.567 (meters)      11.70  (feet)  COMP
 AS3491  MODELED GRAV-     980,188.1   (mgal)                       NAVD 88
 AS3491
 AS3491  VERT ORDER  -  FIRST     CLASS II
 AS3491
 AS3491.The horizontal coordinates were scaled from a topographic map and have
 AS3491.an estimated accuracy of +/- 6 seconds.
 AS3491
 AS3491.The orthometric height was determined by differential leveling
 AS3491.and adjusted by the National Geodetic Survey in March 2005..
 AS3491
 AS3491.The geoid height was determined by GEOID03.
 AS3491
 AS3491.The dynamic height is computed by dividing the NAVD 88
 AS3491.geopotential number by the normal gravity value computed on the
 AS3491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS3491.degrees latitude (g = 980.6199 gals.).
 AS3491
 AS3491.The modeled gravity was interpolated from observed gravity values.
 AS3491
 AS3491;                    North         East    Units  Estimated Accuracy
 AS3491;SPC NJ       -   127,350.      102,640.      MT  (+/- 180 meters Scaled)
 AS3491
 AS3491                          SUPERSEDED SURVEY CONTROL
 AS3491
 AS3491.No superseded survey control is available for this station.
 AS3491
 AS3491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK953254(NAD 83)
 AS3491_MARKER: DD = SURVEY DISK
 AS3491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS3491_STAMPING: 9923 12.938
 AS3491_MARK LOGO: NJGS  
 AS3491_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS3491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS3491+STABILITY: SURFACE MOTION
 AS3491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AS3491+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2000
 AS3491
 AS3491  HISTORY     - Date     Condition        Report By
 AS3491  HISTORY     - 1939     MONUMENTED       NJGS
 AS3491  HISTORY     - 20000706 GOOD             NJGS
 AS3491
 AS3491                          STATION DESCRIPTION
 AS3491
 AS3491'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (FAC)
 AS3491'THE STATION IS LOCATED IN PENNSAUKEN TOWNSHIP ON THE SOUTHEAST SIDE OF
 AS3491'RIVER ROAD, COUNTY ROAD 543.  TO REACH THE STATION FROM THE
 AS3491'INTERSECTION OF STATE ROUTE 73 AND RIVER ROAD, COUNTY ROAD 543 IN THE
 AS3491'BOROUGH OF PALMYRA IN BURLINGTON COUNTY, GO SOUTHWEST ON RIVER ROAD
 AS3491'FOR 1.70 MI (2.74 KM) TO THE INTERSECTION WITH DELAIR AVENUE AND THE
 AS3491'STATION ON THE LEFT, JUST NORTHEAST FROM THE INTERSECTION.  THE
 AS3491'STATION IS 0.3 M (1.0 FT) SOUTHEAST FROM THE SOUTHEAST CURB OF RIVER
 AS3491'ROAD, 5.8 M (19.0 FT) NORTHEAST FROM THE NORTHEAST CURBLINE EXTENDED
 AS3491'OF DELAIR AVENUE, 1.9 M (6.2 FT) NORTHEAST FROM UTLITY POLE NUMBER
 AS3491'4687 PS AND 12.5 M (41.0 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 AS3491'STONE HONOR ROLL MEMORIAL IN FRONT OF THE PUCHACK RUN WATER TREATMENT
 AS3491'PLANT FOR THE CITY OF CAMDEN.  THE STATION IS SET ABOUT 0.1 M (0.3 FT)
 AS3491'BELOW THE TOP OF THE SOUTHEAST CURB OF RIVER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AS3489 ***********************************************************************
 AS3489  DESIGNATION -  9924
 AS3489  PID         -  AS3489
 AS3489  STATE/COUNTY-  NJ/CAMDEN
 AS3489  USGS QUAD   -  CAMDEN (1995)
 AS3489
 AS3489                         *CURRENT SURVEY CONTROL
 AS3489  ___________________________________________________________________
 AS3489* NAD 83(1986)-  39 58 55.     (N)    075 03 07.     (W)     SCALED    
 AS3489* NAVD 88     -         6.172  (meters)      20.25   (feet)  ADJUSTED  
 AS3489  ___________________________________________________________________
 AS3489  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 AS3489  DYNAMIC HT  -           6.170 (meters)      20.24  (feet)  COMP
 AS3489  MODELED GRAV-     980,187.9   (mgal)                       NAVD 88
 AS3489
 AS3489  VERT ORDER  -  FIRST     CLASS II
 AS3489
 AS3489.The horizontal coordinates were scaled from a topographic map and have
 AS3489.an estimated accuracy of +/- 6 seconds.
 AS3489
 AS3489.The orthometric height was determined by differential leveling
 AS3489.and adjusted by the National Geodetic Survey in March 2005..
 AS3489
 AS3489.The geoid height was determined by GEOID03.
 AS3489
 AS3489.The dynamic height is computed by dividing the NAVD 88
 AS3489.geopotential number by the normal gravity value computed on the
 AS3489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS3489.degrees latitude (g = 980.6199 gals.).
 AS3489
 AS3489.The modeled gravity was interpolated from observed gravity values.
 AS3489
 AS3489;                    North         East    Units  Estimated Accuracy
 AS3489;SPC NJ       -   127,660.      102,860.      MT  (+/- 180 meters Scaled)
 AS3489
 AS3489                          SUPERSEDED SURVEY CONTROL
 AS3489
 AS3489.No superseded survey control is available for this station.
 AS3489
 AS3489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK955257(NAD 83)
 AS3489_MARKER: DD = SURVEY DISK
 AS3489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS3489_STAMPING: 9924 21.491
 AS3489_MARK LOGO: NJGS  
 AS3489_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS3489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS3489+STABILITY: SURFACE MOTION
 AS3489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AS3489+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2000
 AS3489
 AS3489  HISTORY     - Date     Condition        Report By
 AS3489  HISTORY     - 1939     MONUMENTED       NJGS
 AS3489  HISTORY     - 20000706 GOOD             NJGS
 AS3489
 AS3489                          STATION DESCRIPTION
 AS3489
 AS3489'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (FAC)
 AS3489'THE STATION IS LOCATED IN PENNSAUKEN TOWNSHIP ON THE NORTHWEST SIDE OF
 AS3489'RIVER ROAD, COUNTY ROAD 543.  TO REACH THE STATION FROM THE
 AS3489'INTERSECTION OF STATE ROUTE 73 AND RIVER ROAD, COUNTY ROAD 543 IN THE
 AS3489'BOROUGH OF PALMYRA IN BURLINGTON COUNTY, GO SOUTHWEST ON RIVER ROAD
 AS3489'FOR 1.45 MI (2.33 KM) TO THE INTERSECTION WITH UNION AVENUE, COUNTY
 AS3489'ROAD 615, AND THE STATION ON THE RIGHT, JUST SOUTH FROM THE
 AS3489'INTERSECTION.  THE STATION IS 0.3 M (1.0 FT) NORTHWEST FROM THE
 AS3489'NORTHWEST CURB OF RIVER ROAD, 13.4 M (44.0 FT) SOUTH FROM THE SOUTH
 AS3489'CURBLINE EXTENDED OF UNION AVENUE, 10.0 M (32.8 FT) SOUTHWEST FROM
 AS3489'UTLITY POLE NUMBER 67268 PS AND 10.7 M (35.1 FT) EAST FROM THE
 AS3489'SOUTHEAST CORNER OF A TWO STORY BLOCK BUILDING, NUMBER 8147, FOR THE S
 AS3489'AND S FOOD MARKET.  THE STATION IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AS3486 ***********************************************************************
 AS3486  DESIGNATION -  9925
 AS3486  PID         -  AS3486
 AS3486  STATE/COUNTY-  NJ/CAMDEN
 AS3486  USGS QUAD   -  CAMDEN (1995)
 AS3486
 AS3486                         *CURRENT SURVEY CONTROL
 AS3486  ___________________________________________________________________
 AS3486* NAD 83(1986)-  39 59 03.     (N)    075 02 58.     (W)     SCALED    
 AS3486* NAVD 88     -         9.750  (meters)      31.99   (feet)  ADJUSTED  
 AS3486  ___________________________________________________________________
 AS3486  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 AS3486  DYNAMIC HT  -           9.746 (meters)      31.98  (feet)  COMP
 AS3486  MODELED GRAV-     980,187.8   (mgal)                       NAVD 88
 AS3486
 AS3486  VERT ORDER  -  FIRST     CLASS II
 AS3486
 AS3486.The horizontal coordinates were scaled from a topographic map and have
 AS3486.an estimated accuracy of +/- 6 seconds.
 AS3486
 AS3486.The orthometric height was determined by differential leveling
 AS3486.and adjusted by the National Geodetic Survey in March 2005..
 AS3486
 AS3486.The geoid height was determined by GEOID03.
 AS3486
 AS3486.The dynamic height is computed by dividing the NAVD 88
 AS3486.geopotential number by the normal gravity value computed on the
 AS3486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS3486.degrees latitude (g = 980.6199 gals.).
 AS3486
 AS3486.The modeled gravity was interpolated from observed gravity values.
 AS3486
 AS3486;                    North         East    Units  Estimated Accuracy
 AS3486;SPC NJ       -   127,900.      103,080.      MT  (+/- 180 meters Scaled)
 AS3486
 AS3486                          SUPERSEDED SURVEY CONTROL
 AS3486
 AS3486.No superseded survey control is available for this station.
 AS3486
 AS3486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK957260(NAD 83)
 AS3486_MARKER: DD = SURVEY DISK
 AS3486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS3486_STAMPING: 9925 33.318
 AS3486_MARK LOGO: NJGS  
 AS3486_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS3486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS3486+STABILITY: SURFACE MOTION
 AS3486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS3486+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2000
 AS3486
 AS3486  HISTORY     - Date     Condition        Report By
 AS3486  HISTORY     - 1939     MONUMENTED       NJGS
 AS3486  HISTORY     - 20000706 GOOD             NJGS
 AS3486
 AS3486                          STATION DESCRIPTION
 AS3486
 AS3486'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (FAC)
 AS3486'THE STATION IS LOCATED IN PENNSAUKEN TOWNSHIP ON THE NORTHWEST SIDE
 AS3486'RIVER ROAD, COUNTY ROAD 543.  TO REACH THE STATION FROM THE
 AS3486'INTERSECTION OF STATE ROUTE 73 AND RIVER ROAD, COUNTY ROAD 543 IN THE
 AS3486'BOROUGH OF PALMYRA IN BURLINGTON COUNTY, GO SOUTHWEST ON RIVER ROAD
 AS3486'FOR 1.25 MI (2.01 KM) TO THE INTERSECTION WITH BRIDGEVIEW ROAD AND THE
 AS3486'STATION ON THE RIGHT, JUST SOUTH FROM THE INTERSECTION.  THE STATION
 AS3486'IS 0.3 M (1.0 FT) NORTHWEST FROM THE NORTHWEST CURB OF RIVER ROAD,
 AS3486'17.5 M (57.4 FT) SOUTHWEST FROM THE SOUTHWEST CURBLINE EXTENDED OF
 AS3486'RIDGEVIEW ROAD, 7.3 M (24.0 FT) SOUTH FROM THE SOUTHEAST CORNER OF A
 AS3486'ONE STORY FRAME DWELLING, HOUSE NUMBER 8357 AND 14.7 M (48.2 FT)
 AS3486'SOUTHWEST FROM UTILITY POLE NUMBER 67270 PS.  THE STATION IS SET FLUSH
 AS3486'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0165 ***********************************************************************
 KV0165  DESIGNATION -  99.45 NJGS
 KV0165  PID         -  KV0165
 KV0165  STATE/COUNTY-  NJ/PASSAIC
 KV0165  USGS QUAD   -  PATERSON (1995)
 KV0165
 KV0165                         *CURRENT SURVEY CONTROL
 KV0165  ___________________________________________________________________
 KV0165* NAD 83(1986)-  40 54 39.     (N)    074 10 20.     (W)     SCALED    
 KV0165* NAVD 88     -        29.986  (meters)      98.38   (feet)  POSTED    
 KV0165  ___________________________________________________________________
 KV0165  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KV0165  DYNAMIC HT  -          29.970 (meters)      98.33  (feet)  COMP
 KV0165  MODELED GRAV-     980,208.5   (mgal)                       NAVD 88
 KV0165
 KV0165  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KV0165
 KV0165.The horizontal coordinates were scaled from a topographic map and have
 KV0165.an estimated accuracy of +/- 6 seconds.
 KV0165
 KV0165.The orthometric height was determined by differential leveling
 KV0165.and adjusted by the National Geodetic Survey in 1992..
 KV0165.No vertical observational check was made to the station.
 KV0165.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KV0165.was located on a no-check spur therefore a value was not computed.
 KV0165
 KV0165.The geoid height was determined by GEOID03.
 KV0165
 KV0165.The dynamic height is computed by dividing the NAVD 88
 KV0165.geopotential number by the normal gravity value computed on the
 KV0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0165.degrees latitude (g = 980.6199 gals.).
 KV0165
 KV0165.The modeled gravity was interpolated from observed gravity values.
 KV0165
 KV0165;                    North         East    Units  Estimated Accuracy
 KV0165;SPC NJ       -   230,700.      177,610.      MT  (+/- 180 meters Scaled)
 KV0165
 KV0165                          SUPERSEDED SURVEY CONTROL
 KV0165
 KV0165  NGVD 29 (??/??/??)   30.271  (m)           99.31   (f) ADJUSTED    1 2
 KV0165
 KV0165.Superseded values are not recommended for survey control.
 KV0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0165.See file dsdata.txt to determine how the superseded data were derived.
 KV0165
 KV0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL697291(NAD 83)
 KV0165_MARKER: X = CHISELED CROSS
 KV0165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0165_SP_SET: STEP
 KV0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0165
 KV0165  HISTORY     - Date     Condition        Report By
 KV0165  HISTORY     - 1933     MONUMENTED       NJGS
 KV0165  HISTORY     - 1944     POOR             CGS
 KV0165  HISTORY     - 20060527 POOR             GEOCAC
 KV0165
 KV0165                          STATION DESCRIPTION
 KV0165
 KV0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV0165'AT PATERSON.
 KV0165'AT PATERSON, PASSAIC COUNTY, AT THE SOUTHWEST CORNER OF MAIN
 KV0165'AND SLATER STREETS, AT THE MAIN STREET ENTRANCE TO ST. BONIFACE
 KV0165'CHURCH, ON THE TOP OF THE TOP STEP, 5 INCHES NORTH OF THE SOUTH
 KV0165'DOOR JAMB, AND ABOUT 2 FEET HIGHER THAN THE SIDEWALK.  A CHISELED
 KV0165'CROSS.  NOTE-- THE CROSS HAS BEEN PRACTICALLY COVERED BY THE
 KV0165'ERECTION OF AN IRON RAILING ON THE STEPS LEADING TO THE CHURCH.
 KV0165
 KV0165                          STATION RECOVERY (2006)
 KV0165
 KV0165'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0165'FOUND AS DESCRIBED.  THIS IS NOW EL MUNDO DEL NINO.  CHISELD CROSS IS
 KV0165'PARTIALLY COVERED BY RAILING.  HAND HELD GPS CORDINATES ARE N 40 54
 KV0165'38.8  W 74 10 18.4.
 KV0165' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0658 ***********************************************************************
 JU0658  DESIGNATION -  A 10 1930
 JU0658  PID         -  JU0658
 JU0658  STATE/COUNTY-  NJ/SALEM
 JU0658  USGS QUAD   -  PENNS GROVE (1995)
 JU0658
 JU0658                         *CURRENT SURVEY CONTROL
 JU0658  ___________________________________________________________________
 JU0658* NAD 83(1986)-  39 43 49.     (N)    075 28 10.     (W)     SCALED    
 JU0658* NAVD 88     -         3.538  (meters)      11.61   (feet)  POSTED    
 JU0658  ___________________________________________________________________
 JU0658  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JU0658  DYNAMIC HT  -           3.540 (meters)      11.61  (feet)  COMP
 JU0658  MODELED GRAV-     980,165.3   (mgal)                       NAVD 88
 JU0658
 JU0658  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JU0658
 JU0658.The horizontal coordinates were scaled from a topographic map and have
 JU0658.an estimated accuracy of +/- 6 seconds.
 JU0658
 JU0658.The orthometric height was determined by differential leveling
 JU0658.and adjusted by the National Geodetic Survey in 1992..
 JU0658.No vertical observational check was made to the station.
 JU0658.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JU0658.was located on a no-check spur therefore a value was not computed.
 JU0658
 JU0658.The geoid height was determined by GEOID03.
 JU0658
 JU0658.The dynamic height is computed by dividing the NAVD 88
 JU0658.geopotential number by the normal gravity value computed on the
 JU0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0658.degrees latitude (g = 980.6199 gals.).
 JU0658
 JU0658.The modeled gravity was interpolated from observed gravity values.
 JU0658
 JU0658;                    North         East    Units  Estimated Accuracy
 JU0658;SPC NJ       -   100,020.       66,900.      MT  (+/- 180 meters Scaled)
 JU0658
 JU0658                          SUPERSEDED SURVEY CONTROL
 JU0658
 JU0658  NGVD 29 (??/??/??)    3.886  (m)           12.75   (f) ADJUSTED    1 2
 JU0658
 JU0658.Superseded values are not recommended for survey control.
 JU0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0658.See file dsdata.txt to determine how the superseded data were derived.
 JU0658
 JU0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ597979(NAD 83)
 JU0658_MARKER: DB = BENCH MARK DISK
 JU0658_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0658_SP_SET: BRICK WALL
 JU0658_STAMPING: 12.749 A 10 1930
 JU0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0658
 JU0658  HISTORY     - Date     Condition        Report By
 JU0658  HISTORY     - 1930     MONUMENTED       CGS
 JU0658  HISTORY     - 1973     GOOD             NGS
 JU0658
 JU0658                          STATION DESCRIPTION
 JU0658
 JU0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0658'AT PENNS GROVE.
 JU0658'AT PENNS GROVE, SALEM COUNTY, AT THE BOROUGH HALL, AT THE NORTHWEST
 JU0658'CORNER OF THE BUILDING, IN THE BRICK WALL, 3 FEET EAST OF THE
 JU0658'WEST FACE, AND 2.5 FEET ABOVE THE SIDEWALK.  A STANDARD DISK,
 JU0658'STAMPED 12.749 A 10 1930 AND SET VERTICALLY.
 JU0658
 JU0658                          STATION RECOVERY (1973)
 JU0658
 JU0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JU0658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2203 ***********************************************************************
 JU2203  DESIGNATION -  A 100
 JU2203  PID         -  JU2203
 JU2203  STATE/COUNTY-  NJ/SALEM
 JU2203  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2203
 JU2203                         *CURRENT SURVEY CONTROL
 JU2203  ___________________________________________________________________
 JU2203* NAD 83(1996)-  39 40 20.64373(N)    075 30 08.16130(W)     ADJUSTED  
 JU2203* NAVD 88     -         4.050  (meters)      13.29   (feet)  ADJUSTED  
 JU2203  ___________________________________________________________________
 JU2203  X           -   1,230,676.291 (meters)                     COMP
 JU2203  Y           -  -4,759,448.995 (meters)                     COMP
 JU2203  Z           -   4,050,036.365 (meters)                     COMP
 JU2203  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 JU2203  ELLIP HEIGHT-         -29.09  (meters)          (09/25/02) GPS OBS
 JU2203  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JU2203  DYNAMIC HT  -           4.048 (meters)      13.28  (feet)  COMP
 JU2203  MODELED GRAV-     980,156.1   (mgal)                       NAVD 88
 JU2203  OBS GRAVITY -     980,152.2   (mgal)                       GRAV_OBS
 JU2203
 JU2203  HORZ ORDER  -  FIRST
 JU2203  VERT ORDER  -  FIRST     CLASS II
 JU2203  ELLP ORDER  -  FOURTH    CLASS I
 JU2203
 JU2203.The horizontal coordinates were established by GPS observations
 JU2203.and adjusted by the National Geodetic Survey in May 1999..
 JU2203
 JU2203.The orthometric height was determined by differential leveling
 JU2203.and adjusted by the National Geodetic Survey in June 1991..
 JU2203
 JU2203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2203
 JU2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2203
 JU2203.The ellipsoidal height was determined by GPS observations
 JU2203.and is referenced to NAD 83.
 JU2203
 JU2203.The geoid height was determined by GEOID03.
 JU2203
 JU2203.The dynamic height is computed by dividing the NAVD 88
 JU2203.geopotential number by the normal gravity value computed on the
 JU2203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2203.degrees latitude (g = 980.6199 gals.).
 JU2203
 JU2203.The modeled gravity was interpolated from observed gravity values.
 JU2203.The observed gravity was obtained from relative gravimeter ties
 JU2203.to the IGSN71 gravity network.
 JU2203
 JU2203;                    North         East     Units Scale Factor Converg.
 JU2203;SPC NJ       -    93,624.399    64,012.733   MT  0.99999100   -0 38 23.6
 JU2203;SPC NJ       -   307,166.05    210,015.11   sFT  0.99999100   -0 38 23.6
 JU2203;UTM  18      - 4,391,518.508   456,922.356   MT  0.99962285   -0 19 14.3
 JU2203
 JU2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2203!SPC NJ       -   1.00000456  x   0.99999100  =   0.99999556
 JU2203!UTM  18      -   1.00000456  x   0.99962285  =   0.99962741
 JU2203
 JU2203                          SUPERSEDED SURVEY CONTROL
 JU2203
 JU2203  NAD 83(1992)-  39 40 20.64325(N)    075 30 08.16123(W) AD(       ) 1
 JU2203  ELLIP H (08/04/95)  -29.16   (m)                       GP(       ) 3 1
 JU2203  NAVD 88 (08/04/95)    4.05   (m)           13.3    (f) LEVELING    3  
 JU2203  NGVD 29 (01/10/92)    4.306  (m)           14.13   (f) ADJUSTED    1 2
 JU2203
 JU2203.Superseded values are not recommended for survey control.
 JU2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2203.See file dsdata.txt to determine how the superseded data were derived.
 JU2203
 JU2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5692291519(NAD 83)
 JU2203_MARKER: I = METAL ROD
 JU2203_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2203_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JU2203_STAMPING: A 100 1978
 JU2203_MARK LOGO: NGS   
 JU2203_PROJECTION: FLUSH
 JU2203_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU2203+STABILITY: POSITION/ELEVATION WELL
 JU2203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2203+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2006
 JU2203_ROD/PIPE-DEPTH: 16.8 meters
 JU2203_SLEEVE-DEPTH  : 3.0 meters
 JU2203
 JU2203  HISTORY     - Date     Condition        Report By
 JU2203  HISTORY     - 1978     MONUMENTED       NGS
 JU2203  HISTORY     - 1979     GOOD             NGS
 JU2203  HISTORY     - 19940830 GOOD             NJGS
 JU2203  HISTORY     - 19990621 GOOD             NJGS
 JU2203  HISTORY     - 20060306 GOOD             STEWRT
 JU2203
 JU2203                          STATION DESCRIPTION
 JU2203
 JU2203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 JU2203'000
 JU2203'0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 49 FROM THE INTERSECTION OF
 JU2203'INTERSTATE 295, U.S. HIGHWAYS 40 AND 130, AND STATE HIGHWAY 49, IN THE
 JU2203'FRONT LAWN OF THE ASSEMBLY OF GOD CHURCH, 328 NORTH BROADWAY, 130 FEET
 JU2203'WEST OF THE NORTH CORNER OF THE BUILDING, 54 FEET SOUTHEAST OF THE
 JU2203'CENTER LINE OF HIGHWAY 49, 132 FEET NORTHEAST OF POWER POLE S 27168,
 JU2203'AND 3 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE BRICK BASE OF THE
 JU2203'CHURCH SIGN.  THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL
 JU2203'LINE JUNCTION MARK.
 JU2203'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2203
 JU2203                          STATION RECOVERY (1979)
 JU2203
 JU2203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU2203'0.6 MI SW FROM DEEPWATER.
 JU2203
 JU2203                          STATION RECOVERY (1994)
 JU2203
 JU2203'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU2203'THE STATION IS LOCATED IN UPPER PENNS NECK TOWNSHIP ON THE SOUTHEAST
 JU2203'SIDE OF NORTH BROADWAY, STATE ROUTE 49, ON THE GROUNDS OF THE ASSEMBLY
 JU2203'OF GOD CHURCH.  TO REACH THE STATION FROM THE INTERSECTION OF
 JU2203'INTERSTATE HIGHWAY 295 AND STATE ROUTES 40, 49 AND 130 AT INTERCHANGE
 JU2203'1, GO SOUTHWEST ON STATE ROUTE 49 FOR 0.6 MI (1.0 KM) TO THE STATION
 JU2203'ON THE LEFT, SET FLUSH WITH THE GROUND IN THE FRONT LAWN OF THE
 JU2203'ASSEMBLY OF GOD CHURCH, 328 NORTH BROADWAY.  THE STATION IS 130 FT
 JU2203'(39.6 M) WEST FROM THE NORTH CORNER OF THE CHURCH BUILDING, 54 FT
 JU2203'(16.5 M) SOUTHEAST FROM THE CENTERLINE OF STATE ROUTE 49, 132 FT (40.2
 JU2203'M) NORTHEAST FROM POWER POLE NUMBER S 27168 AND 3 FT (0.9 M) SOUTHEAST
 JU2203'FROM THE SOUTHEAST EDGE OF A BRICK BASE OF A CHURCH SIGN.
 JU2203
 JU2203                          STATION RECOVERY (1999)
 JU2203
 JU2203'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 JU2203'RECOVERED AS DESCRIBED.
 JU2203
 JU2203                          STATION RECOVERY (2006)
 JU2203
 JU2203'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2006 (DEN)
 JU2203'MARK FOUND AS DESCRIBED. ADDTIONALLY, THE MARK IS PROTECTED BY A CAST
 JU2203'CASING (DESCRIBED AS A SLEEVE ON THIS DATA SHEET) WITH A HINGE. THIS
 JU2203'MARK HAS ALSO BEEN VERIFIED AS CORRECT AGAINST GPS OBSERVATIONS TO
 JU2203'CONTINUOUSLY OPERATING REFERENCE STATION RED1 BOTH VERTICALLY AND
 JU2203'HORIZONTALLY ON 03/06/06.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3407 ***********************************************************************
 KV3407  DESIGNATION -  A 101
 KV3407  PID         -  KV3407
 KV3407  STATE/COUNTY-  NJ/ESSEX
 KV3407  USGS QUAD   -  ELIZABETH (1995)
 KV3407
 KV3407                         *CURRENT SURVEY CONTROL
 KV3407  ___________________________________________________________________
 KV3407* NAD 83(1986)-  40 44 27.     (N)    074 10 08.     (W)     SCALED    
 KV3407* NAVD 88     -        11.424  (meters)      37.48   (feet)  ADJUSTED  
 KV3407  ___________________________________________________________________
 KV3407  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KV3407  DYNAMIC HT  -          11.420 (meters)      37.47  (feet)  COMP
 KV3407  MODELED GRAV-     980,220.9   (mgal)                       NAVD 88
 KV3407
 KV3407  VERT ORDER  -  FIRST     CLASS II
 KV3407
 KV3407.The horizontal coordinates were scaled from a topographic map and have
 KV3407.an estimated accuracy of +/- 6 seconds.
 KV3407
 KV3407.The orthometric height was determined by differential leveling
 KV3407.and adjusted by the National Geodetic Survey in June 1991..
 KV3407
 KV3407.The geoid height was determined by GEOID03.
 KV3407
 KV3407.The dynamic height is computed by dividing the NAVD 88
 KV3407.geopotential number by the normal gravity value computed on the
 KV3407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3407.degrees latitude (g = 980.6199 gals.).
 KV3407
 KV3407.The modeled gravity was interpolated from observed gravity values.
 KV3407
 KV3407;                    North         East    Units  Estimated Accuracy
 KV3407;SPC NJ       -   211,820.      177,960.      MT  (+/- 180 meters Scaled)
 KV3407
 KV3407                          SUPERSEDED SURVEY CONTROL
 KV3407
 KV3407  NGVD 29 (??/??/??)   11.757  (m)           38.57   (f) ADJUSTED    1 2
 KV3407
 KV3407.Superseded values are not recommended for survey control.
 KV3407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3407.See file dsdata.txt to determine how the superseded data were derived.
 KV3407
 KV3407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL701103(NAD 83)
 KV3407_MARKER: DV = VERTICAL CONTROL DISK
 KV3407_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3407_SP_SET: STAINLESS STEEL ROD
 KV3407_STAMPING: A 101 1979
 KV3407_MARK LOGO: NGS   
 KV3407_PROJECTION: RECESSED 5 CENTIMETERS
 KV3407_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3407+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1998
 KV3407_ROD/PIPE-DEPTH: 5.79 meters
 KV3407
 KV3407  HISTORY     - Date     Condition        Report By
 KV3407  HISTORY     - 1979     MONUMENTED       NGS
 KV3407  HISTORY     - 19940824 GOOD             USPSQD
 KV3407  HISTORY     - 19980513 GOOD             NJGS
 KV3407
 KV3407                          STATION DESCRIPTION
 KV3407
 KV3407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3407'IN NEWARK.
 KV3407'IN NEWARK, 0.7 MILE NORTHEAST ALONG BROAD STREET FROM CITY HALL
 KV3407'TO THE MARK ON THE RIGHT, BEHIND A GRANITE STONE BASE SUPPORTING
 KV3407'A BRONZE STATUE OF MONSIGNOR DOANE, THE STATUE SITS BETWEEN
 KV3407'BROAD STREET AND PARK PL., DIRECTLY ACROSS PARK PL. FROM THE
 KV3407'Y.M.W.C.A. BUILDING, 29 FEET NORTHWEST OF THE NORTHWEST CURB
 KV3407'OF RECTOR STREET, 25.5 FEET SOUTHWEST OF THE SOUTHWEST CURB OF
 KV3407'PARK PL., 1.6 FEET SOUTHEAST OF THE SOUTHEAST BASE OF THE STATUE.
 KV3407'THE MARK IS 1 FT ABOVE BROAD STREET.
 KV3407
 KV3407                          STATION RECOVERY (1994)
 KV3407
 KV3407'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3407'RECOVERED IN GOOD CONDITION.
 KV3407
 KV3407                          STATION RECOVERY (1998)
 KV3407
 KV3407'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 KV3407'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE STATION IS NOW
 KV3407'0.45 M (1.48 FT) BELOW THE GRANITE PAVING STONES SURROUNDING THE
 KV3407'MONUMENT.  THE STATION IS 1.2 M (3.9 FT) SOUTHEAST FROM THE SOUTHEAST
 KV3407'CORNER OF THE MONUMENT AND 1.2 M (3.9 FT) NORTHEAST FROM THE SOUTHWEST
 KV3407'CORNER OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2268 ***********************************************************************
 LY2268  DESIGNATION -  A 103
 LY2268  PID         -  LY2268
 LY2268  STATE/COUNTY-  NJ/BERGEN
 LY2268  USGS QUAD   -  RAMSEY (1995)
 LY2268
 LY2268                         *CURRENT SURVEY CONTROL
 LY2268  ___________________________________________________________________
 LY2268* NAD 83(1986)-  41 04 22.     (N)    074 08 07.     (W)     SCALED    
 LY2268* NAVD 88     -       134.427  (meters)     441.03   (feet)  ADJUSTED  
 LY2268  ___________________________________________________________________
 LY2268  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LY2268  DYNAMIC HT  -         134.372 (meters)     440.85  (feet)  COMP
 LY2268  MODELED GRAV-     980,214.0   (mgal)                       NAVD 88
 LY2268
 LY2268  VERT ORDER  -  FIRST     CLASS II
 LY2268
 LY2268.The horizontal coordinates were scaled from a topographic map and have
 LY2268.an estimated accuracy of +/- 6 seconds.
 LY2268
 LY2268.The orthometric height was determined by differential leveling
 LY2268.and adjusted by the National Geodetic Survey in June 1991..
 LY2268
 LY2268.The geoid height was determined by GEOID03.
 LY2268
 LY2268.The dynamic height is computed by dividing the NAVD 88
 LY2268.geopotential number by the normal gravity value computed on the
 LY2268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2268.degrees latitude (g = 980.6199 gals.).
 LY2268
 LY2268.The modeled gravity was interpolated from observed gravity values.
 LY2268
 LY2268;                    North         East    Units  Estimated Accuracy
 LY2268;SPC NJ       -   248,690.      180,650.      MT  (+/- 180 meters Scaled)
 LY2268
 LY2268                          SUPERSEDED SURVEY CONTROL
 LY2268
 LY2268  NGVD 29 (??/??/92)  134.735  (m)          442.04   (f) ADJ UNCH    1 2
 LY2268
 LY2268.Superseded values are not recommended for survey control.
 LY2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2268.See file dsdata.txt to determine how the superseded data were derived.
 LY2268
 LY2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL726471(NAD 83)
 LY2268_MARKER: I = METAL ROD
 LY2268_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LY2268_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LY2268_STAMPING: A 103 1979
 LY2268_MARK LOGO: NGS   
 LY2268_PROJECTION: FLUSH
 LY2268_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2268+STABILITY: POSITION/ELEVATION WELL
 LY2268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2268+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2006
 LY2268_ROD/PIPE-DEPTH: 9.14 meters
 LY2268_SLEEVE-DEPTH  : 3.05 meters
 LY2268
 LY2268  HISTORY     - Date     Condition        Report By
 LY2268  HISTORY     - 1979     MONUMENTED       NGS
 LY2268  HISTORY     - 19920131 GOOD             NJGS
 LY2268  HISTORY     - 19940728 GOOD             USPSQD
 LY2268  HISTORY     - 20060621 GOOD             GEOCAC
 LY2268
 LY2268                          STATION DESCRIPTION
 LY2268
 LY2268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2268'IN RAMSEY.
 LY2268'AT DON BOSCO HIGH SCHOOL, AT THE NORTH END OF A SMALL GRASSY LOT
 LY2268'WHICH IS SITUATED ON THE EAST SIDE OF THE BUILDING HOUSING THE
 LY2268'GYMNASIUM AND TO THE NORTH OF DE SALES HALL, 137.0 FEET EAST AND
 LY2268'ACROSS A PAVED ROAD FROM THE NORTHEAST CORNER OF THE EASTERN MOST
 LY2268'CLASS ROOM WING OF THE GYMNASIUM BUILDING, 103.0 FEET NORTH OF THE
 LY2268'NORTHEAST CORNER OF THE NORTH CLASS ROOM WING OF DE SALES HALL,
 LY2268'72.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 4 BY 5-FOOT METAL
 LY2268'GRATE TO A STORM DRAIN, 33.0 FEET EAST OF THE CENTER LINE OF THE
 LY2268'ROAD, 12.0 FEET NORTHWEST OF A 6-INCH MAPLE TREE.
 LY2268'THE MARK IS 1 FT  S FROM A WITNESS POST.
 LY2268'THE MARK IS ABOVE LEVEL WITH ROAD.
 LY2268
 LY2268                          STATION RECOVERY (1992)
 LY2268
 LY2268'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (RJK)
 LY2268'RECOVERED AS DESCRIBED.
 LY2268
 LY2268                          STATION RECOVERY (1994)
 LY2268
 LY2268'RECOVERY NOTE BY US POWER SQUADRON 1994
 LY2268'RECOVERED IN GOOD CONDITION.
 LY2268
 LY2268                          STATION RECOVERY (2006)
 LY2268
 LY2268'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 LY2268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0015 ***********************************************************************
 KV0015  DESIGNATION -  A 11
 KV0015  PID         -  KV0015
 KV0015  STATE/COUNTY-  NJ/MIDDLESEX
 KV0015  USGS QUAD   -  PERTH AMBOY (1981)
 KV0015
 KV0015                         *CURRENT SURVEY CONTROL
 KV0015  ___________________________________________________________________
 KV0015* NAD 83(1986)-  40 31 17.     (N)    074 16 35.     (W)     SCALED    
 KV0015* NAVD 88     -        34.761  (meters)     114.05   (feet)  ADJUSTED  
 KV0015  ___________________________________________________________________
 KV0015  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV0015  DYNAMIC HT  -          34.747 (meters)     114.00  (feet)  COMP
 KV0015  MODELED GRAV-     980,216.1   (mgal)                       NAVD 88
 KV0015
 KV0015  VERT ORDER  -  FIRST     CLASS I
 KV0015
 KV0015.The horizontal coordinates were scaled from a topographic map and have
 KV0015.an estimated accuracy of +/- 6 seconds.
 KV0015
 KV0015.The orthometric height was determined by differential leveling
 KV0015.and adjusted by the National Geodetic Survey in June 1991..
 KV0015
 KV0015.The geoid height was determined by GEOID03.
 KV0015
 KV0015.The dynamic height is computed by dividing the NAVD 88
 KV0015.geopotential number by the normal gravity value computed on the
 KV0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0015.degrees latitude (g = 980.6199 gals.).
 KV0015
 KV0015.The modeled gravity was interpolated from observed gravity values.
 KV0015
 KV0015;                    North         East    Units  Estimated Accuracy
 KV0015;SPC NJ       -   187,430.      168,950.      MT  (+/- 180 meters Scaled)
 KV0015
 KV0015                          SUPERSEDED SURVEY CONTROL
 KV0015
 KV0015  NGVD 29 (04/16/92)   35.067  (m)          115.05   (f) ADJUSTED    1 1
 KV0015
 KV0015.Superseded values are not recommended for survey control.
 KV0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0015.See file dsdata.txt to determine how the superseded data were derived.
 KV0015
 KV0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK612858(NAD 83)
 KV0015_MARKER: DB = BENCH MARK DISK
 KV0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0015_SP_SET: BUILDING
 KV0015_STAMPING: A 11 1933 115.161
 KV0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0015
 KV0015  HISTORY     - Date     Condition        Report By
 KV0015  HISTORY     - 1933     MONUMENTED       CGS
 KV0015  HISTORY     - 1964     GOOD             CGS
 KV0015  HISTORY     - 1965     GOOD             CGS
 KV0015  HISTORY     - 1990     GOOD             USPSQD
 KV0015  HISTORY     - 20010407 MARK NOT FOUND   USPSQD
 KV0015
 KV0015                          STATION DESCRIPTION
 KV0015
 KV0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0015'AT PERTH AMBOY.
 KV0015'AT PERTH AMBOY, AT THE INTERSECTION OF AMBOY AND HALL AVENUES,
 KV0015'SET VERTICALLY IN THE EAST FACE OF STRUCTURE WHICH SEPARATES THE
 KV0015'ENTRANCES FOR GARFIELD FIRE STATION, 30 FEET WEST OF THE WEST
 KV0015'CURB LINE OF AMBOY AVENUE, 31 FEET SOUTH OF THE SOUTH CURB LINE
 KV0015'OF HALL AVENUE, AND ABOUT 4 FEET ABOVE THE LEVEL OF BLACK TOP
 KV0015'RAMP.
 KV0015
 KV0015                          STATION RECOVERY (1965)
 KV0015
 KV0015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0015'RECOVERED IN GOOD CONDITION.
 KV0015
 KV0015                          STATION RECOVERY (1990)
 KV0015
 KV0015'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0015'RECOVERED IN GOOD CONDITION.
 KV0015
 KV0015                          STATION RECOVERY (2001)
 KV0015
 KV0015'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0698 ***********************************************************************
 LY0698  DESIGNATION -  A 11 1/4
 LY0698  PID         -  LY0698
 LY0698  STATE/COUNTY-  NJ/SUSSEX
 LY0698  USGS QUAD   -  FRANKLIN (1971)
 LY0698
 LY0698                         *CURRENT SURVEY CONTROL
 LY0698  ___________________________________________________________________
 LY0698* NAD 83(1986)-  41 07 15.     (N)    074 35 28.     (W)     SCALED    
 LY0698* NAVD 88     -       167.956  (meters)     551.04   (feet)  ADJUSTED  
 LY0698  ___________________________________________________________________
 LY0698  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LY0698  DYNAMIC HT  -         167.883 (meters)     550.80  (feet)  COMP
 LY0698  MODELED GRAV-     980,188.8   (mgal)                       NAVD 88
 LY0698
 LY0698  VERT ORDER  -  FIRST     CLASS II
 LY0698
 LY0698.The horizontal coordinates were scaled from a topographic map and have
 LY0698.an estimated accuracy of +/- 6 seconds.
 LY0698
 LY0698.The orthometric height was determined by differential leveling
 LY0698.and adjusted by the National Geodetic Survey in June 1991..
 LY0698
 LY0698.The geoid height was determined by GEOID03.
 LY0698
 LY0698.The dynamic height is computed by dividing the NAVD 88
 LY0698.geopotential number by the normal gravity value computed on the
 LY0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0698.degrees latitude (g = 980.6199 gals.).
 LY0698
 LY0698.The modeled gravity was interpolated from observed gravity values.
 LY0698
 LY0698;                    North         East    Units  Estimated Accuracy
 LY0698;SPC NJ       -   253,970.      142,350.      MT  (+/- 180 meters Scaled)
 LY0698
 LY0698                          SUPERSEDED SURVEY CONTROL
 LY0698
 LY0698  NGVD 29 (??/??/92)  168.155  (m)          551.69   (f) ADJ UNCH    1 2
 LY0698
 LY0698.Superseded values are not recommended for survey control.
 LY0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0698.See file dsdata.txt to determine how the superseded data were derived.
 LY0698
 LY0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL343522(NAD 83)
 LY0698_MARKER: R = RIVET
 LY0698_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0698_SP_SET: CURB
 LY0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0698
 LY0698  HISTORY     - Date     Condition        Report By
 LY0698  HISTORY     - UNK      MONUMENTED       NJZINC
 LY0698  HISTORY     - 1934     GOOD             NGS
 LY0698  HISTORY     - 20060520 GOOD             GEOCAC
 LY0698
 LY0698                          STATION DESCRIPTION
 LY0698
 LY0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0698'AT FRANKLIN.
 LY0698'AT FRANKLIN, SUSSEX COUNTY, OPPOSITE 38 FOWLER STREET, 86
 LY0698'FEET NORTHEAST OF THE EAST END OF THE HIGHWAY BRIDGE OVER THE
 LY0698'RAILROAD YARDS, 50 FEET NORTH OF THE JUNCTION OF NORTH
 LY0698'CHURCH ROAD AND FOWLER STREET, AND IN THE TOP OF THE WEST
 LY0698'CURB.  A BRASS RIVET.
 LY0698
 LY0698                          STATION RECOVERY (2006)
 LY0698
 LY0698'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0121 ***********************************************************************
 KV0121  DESIGNATION -  A 12
 KV0121  PID         -  KV0121
 KV0121  STATE/COUNTY-  NJ/BERGEN
 KV0121  USGS QUAD   -  WEEHAWKEN (1995)
 KV0121
 KV0121                         *CURRENT SURVEY CONTROL
 KV0121  ___________________________________________________________________
 KV0121* NAD 83(1986)-  40 49 01.     (N)    074 07 28.     (W)     SCALED    
 KV0121* NAVD 88     -         7.922  (meters)      25.99   (feet)  ADJUSTED  
 KV0121  ___________________________________________________________________
 KV0121  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KV0121  DYNAMIC HT  -           7.919 (meters)      25.98  (feet)  COMP
 KV0121  MODELED GRAV-     980,224.9   (mgal)                       NAVD 88
 KV0121
 KV0121  VERT ORDER  -  FIRST     CLASS II
 KV0121
 KV0121.The horizontal coordinates were scaled from a topographic map and have
 KV0121.an estimated accuracy of +/- 6 seconds.
 KV0121
 KV0121.The orthometric height was determined by differential leveling
 KV0121.and adjusted by the National Geodetic Survey in June 1991..
 KV0121
 KV0121.The geoid height was determined by GEOID03.
 KV0121
 KV0121.The dynamic height is computed by dividing the NAVD 88
 KV0121.geopotential number by the normal gravity value computed on the
 KV0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0121.degrees latitude (g = 980.6199 gals.).
 KV0121
 KV0121.The modeled gravity was interpolated from observed gravity values.
 KV0121
 KV0121;                    North         East    Units  Estimated Accuracy
 KV0121;SPC NJ       -   220,290.      181,680.      MT  (+/- 180 meters Scaled)
 KV0121
 KV0121                          SUPERSEDED SURVEY CONTROL
 KV0121
 KV0121  NGVD 29 (??/??/??)    8.241  (m)           27.04   (f) ADJUSTED    1 2
 KV0121
 KV0121.Superseded values are not recommended for survey control.
 KV0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0121.See file dsdata.txt to determine how the superseded data were derived.
 KV0121
 KV0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL738188(NAD 83)
 KV0121_MARKER: DB = BENCH MARK DISK
 KV0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0121_SP_SET: BRIDGE
 KV0121_STAMPING: 27.037 A 12 1933
 KV0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0121+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 KV0121
 KV0121  HISTORY     - Date     Condition        Report By
 KV0121  HISTORY     - 1933     MONUMENTED       CGS
 KV0121  HISTORY     - 1934     GOOD             CGS
 KV0121  HISTORY     - 1979     GOOD             NGS
 KV0121  HISTORY     - 20060415 GOOD             GEOCAC
 KV0121
 KV0121                          STATION DESCRIPTION
 KV0121
 KV0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0121'AT LYNDHURST.
 KV0121'AT LYNDHURST, BERGEN COUNTY, 20 YARDS NORTHWEST OF THE DELWARE,
 KV0121'LACKAWANNA AND WESTERN RAILROAD STATION, AT THE BRIDGE OVER
 KV0121'STUYVESANT AVE., IN THE SOUTH MASONRY BACK WALL, 27 FEET SOUTH
 KV0121'OF THE CENTERLINE OF THE AVENUE, AND ABOUT 4 FEET HIGHER THAN
 KV0121'THE SIDEWALK.  A STANDARD DISK, STAMPED 27.037 A 12 1933.
 KV0121'NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE
 KV0121'ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE
 KV0121'LACKAWANNA RAILROAD.
 KV0121
 KV0121                          STATION RECOVERY (1979)
 KV0121
 KV0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0121'RECOVERED IN GOOD CONDITION.
 KV0121
 KV0121                          STATION RECOVERY (2006)
 KV0121
 KV0121'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0190 ***********************************************************************
 KV0190  DESIGNATION -  A 13
 KV0190  PID         -  KV0190
 KV0190  STATE/COUNTY-  NJ/MORRIS
 KV0190  USGS QUAD   -  POMPTON PLAINS (1995)
 KV0190
 KV0190                         *CURRENT SURVEY CONTROL
 KV0190  ___________________________________________________________________
 KV0190* NAD 83(1986)-  40 56 47.     (N)    074 17 10.     (W)     SCALED    
 KV0190* NAVD 88     -        54.882  (meters)     180.06   (feet)  ADJUSTED  
 KV0190  ___________________________________________________________________
 KV0190  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV0190  DYNAMIC HT  -          54.859 (meters)     179.98  (feet)  COMP
 KV0190  MODELED GRAV-     980,205.6   (mgal)                       NAVD 88
 KV0190
 KV0190  VERT ORDER  -  FIRST     CLASS II
 KV0190
 KV0190.The horizontal coordinates were scaled from a topographic map and have
 KV0190.an estimated accuracy of +/- 6 seconds.
 KV0190
 KV0190.The orthometric height was determined by differential leveling
 KV0190.and adjusted by the National Geodetic Survey in June 1991..
 KV0190
 KV0190.The geoid height was determined by GEOID03.
 KV0190
 KV0190.The dynamic height is computed by dividing the NAVD 88
 KV0190.geopotential number by the normal gravity value computed on the
 KV0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0190.degrees latitude (g = 980.6199 gals.).
 KV0190
 KV0190.The modeled gravity was interpolated from observed gravity values.
 KV0190
 KV0190;                    North         East    Units  Estimated Accuracy
 KV0190;SPC NJ       -   234,620.      168,010.      MT  (+/- 180 meters Scaled)
 KV0190
 KV0190                          SUPERSEDED SURVEY CONTROL
 KV0190
 KV0190  NGVD 29 (??/??/??)   55.160  (m)          180.97   (f) ADJUSTED    1 2
 KV0190
 KV0190.Superseded values are not recommended for survey control.
 KV0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0190.See file dsdata.txt to determine how the superseded data were derived.
 KV0190
 KV0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL600330(NAD 83)
 KV0190_MARKER: DB = BENCH MARK DISK
 KV0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0190_STAMPING: 180.971 A 13 1933
 KV0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0190+STABILITY: SURFACE MOTION
 KV0190
 KV0190  HISTORY     - Date     Condition        Report By
 KV0190  HISTORY     - 1933     MONUMENTED       CGS
 KV0190  HISTORY     - 1934     GOOD             CGS
 KV0190  HISTORY     - 1955     MARK NOT FOUND   USGS
 KV0190
 KV0190                          STATION DESCRIPTION
 KV0190
 KV0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0190'AT PEQUANNOCK.
 KV0190'AT PEQUANNOCK, MORRIS COUNTY, 180 FEET SOUTH OF THE ERIE RAILROAD
 KV0190'STATION, 54 FEET SOUTH OF THE CENTER OF THE CROSSING OF STATE
 KV0190'HIGHWAY 23, 27 FEET SOUTH OF A WATCHMANS SHANTY, AND 16 FEET WEST
 KV0190'OF THE WEST RAIL.  A STANDARD DISK, STAMPED 180.971 A 13 1933
 KV0190'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE DELAWARE,
 KV0190'LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV0190'THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV0190
 KV0190                          STATION RECOVERY (1955)
 KV0190
 KV0190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KV0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0719 ***********************************************************************
 LY0719  DESIGNATION -  A 14
 LY0719  PID         -  LY0719
 LY0719  STATE/COUNTY-  NJ/SUSSEX
 LY0719  USGS QUAD   -  HAMBURG (1976)
 LY0719
 LY0719                         *CURRENT SURVEY CONTROL
 LY0719  ___________________________________________________________________
 LY0719* NAD 83(1986)-  41 14 06.     (N)    074 37 07.     (W)     SCALED    
 LY0719* NAVD 88     -       146.896  (meters)     481.94   (feet)  ADJUSTED  
 LY0719  ___________________________________________________________________
 LY0719  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 LY0719  DYNAMIC HT  -         146.835 (meters)     481.74  (feet)  COMP
 LY0719  MODELED GRAV-     980,205.6   (mgal)                       NAVD 88
 LY0719
 LY0719  VERT ORDER  -  FIRST     CLASS II
 LY0719
 LY0719.The horizontal coordinates were scaled from a topographic map and have
 LY0719.an estimated accuracy of +/- 6 seconds.
 LY0719
 LY0719.The orthometric height was determined by differential leveling
 LY0719.and adjusted by the National Geodetic Survey in June 1991..
 LY0719
 LY0719.The geoid height was determined by GEOID03.
 LY0719
 LY0719.The dynamic height is computed by dividing the NAVD 88
 LY0719.geopotential number by the normal gravity value computed on the
 LY0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0719.degrees latitude (g = 980.6199 gals.).
 LY0719
 LY0719.The modeled gravity was interpolated from observed gravity values.
 LY0719
 LY0719;                    North         East    Units  Estimated Accuracy
 LY0719;SPC NJ       -   266,650.      140,060.      MT  (+/- 180 meters Scaled)
 LY0719
 LY0719                          SUPERSEDED SURVEY CONTROL
 LY0719
 LY0719  NGVD 29 (??/??/92)  147.087  (m)          482.57   (f) ADJ UNCH    1 2
 LY0719
 LY0719.Superseded values are not recommended for survey control.
 LY0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0719.See file dsdata.txt to determine how the superseded data were derived.
 LY0719
 LY0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL319649(NAD 83)
 LY0719_MARKER: DB = BENCH MARK DISK
 LY0719_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0719_SP_SET: BRIDGE
 LY0719_STAMPING: 482.568 A 14 1933
 LY0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0719
 LY0719  HISTORY     - Date     Condition        Report By
 LY0719  HISTORY     - 1933     MONUMENTED       CGS
 LY0719  HISTORY     - 1934     GOOD             NGS
 LY0719  HISTORY     - 20050101 MARK NOT FOUND   GEOCAC
 LY0719
 LY0719                          STATION DESCRIPTION
 LY0719
 LY0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0719'2.1 MI N FROM SUSSEX.
 LY0719'2.1 MILES NORTH ALONG THE SUSSEX-PORT JERVIS HIGHWAY FROM
 LY0719'SUSSEX, AT A SMALL STEEL-TRUSSED BRIDGE OVER A SMALL STREAM,
 LY0719'IN THE TOP OF THE SOUTH CONCRETE ABUTMENT, 3 FEET WEST OF THE
 LY0719'EAST END, 24 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 LY0719'ABOUT 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 LY0719'482.568 A 14 1933.
 LY0719
 LY0719                          STATION RECOVERY (2005)
 LY0719
 LY0719'RECOVERY NOTE BY GEOCACHING 2005 (JRI)
 LY0719'THE CURRENT BRIDGE AT THE LOCATION BEARS THE DATE 1957.  THE STATION
 LY0719'WAS SEARCHED FOR BY EXAMINING THE ABUTMENTS FROM THE DECK OF THE
 LY0719'BRIDGE AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1264 ***********************************************************************
 KV1264  DESIGNATION -  A 15
 KV1264  PID         -  KV1264
 KV1264  STATE/COUNTY-  NJ/SUSSEX
 KV1264  USGS QUAD   -  STANHOPE (1981)
 KV1264
 KV1264                         *CURRENT SURVEY CONTROL
 KV1264  ___________________________________________________________________
 KV1264* NAD 83(1986)-  40 59 13.     (N)    074 44 34.     (W)     SCALED    
 KV1264* NAVD 88     -       192.947  (meters)     633.03   (feet)  ADJUSTED  
 KV1264  ___________________________________________________________________
 KV1264  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV1264  DYNAMIC HT  -         192.861 (meters)     632.74  (feet)  COMP
 KV1264  MODELED GRAV-     980,173.5   (mgal)                       NAVD 88
 KV1264
 KV1264  VERT ORDER  -  SECOND    CLASS 0
 KV1264
 KV1264.The horizontal coordinates were scaled from a topographic map and have
 KV1264.an estimated accuracy of +/- 6 seconds.
 KV1264
 KV1264.The orthometric height was determined by differential leveling
 KV1264.and adjusted by the National Geodetic Survey in June 1991..
 KV1264
 KV1264.The geoid height was determined by GEOID03.
 KV1264
 KV1264.The dynamic height is computed by dividing the NAVD 88
 KV1264.geopotential number by the normal gravity value computed on the
 KV1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1264.degrees latitude (g = 980.6199 gals.).
 KV1264
 KV1264.The modeled gravity was interpolated from observed gravity values.
 KV1264
 KV1264;                    North         East    Units  Estimated Accuracy
 KV1264;SPC NJ       -   239,130.      129,570.      MT  (+/- 180 meters Scaled)
 KV1264
 KV1264                          SUPERSEDED SURVEY CONTROL
 KV1264
 KV1264  NGVD 29 (??/??/??)  193.162  (m)          633.73   (f) ADJUSTED    2 0
 KV1264
 KV1264.Superseded values are not recommended for survey control.
 KV1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1264.See file dsdata.txt to determine how the superseded data were derived.
 KV1264
 KV1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL216373(NAD 83)
 KV1264_MARKER: DB = BENCH MARK DISK
 KV1264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1264_SP_SET: BUILDING
 KV1264_STAMPING: A 15 1933 633.732
 KV1264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1264
 KV1264  HISTORY     - Date     Condition        Report By
 KV1264  HISTORY     - 1933     MONUMENTED       CGS
 KV1264  HISTORY     - 1935     GOOD             CGS
 KV1264  HISTORY     - 1972     GOOD             NJGS
 KV1264  HISTORY     - 1974     GOOD             NGS
 KV1264  HISTORY     - 20031201 GOOD             GEOCAC
 KV1264
 KV1264                          STATION DESCRIPTION
 KV1264
 KV1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1264'AT ANDOVER.
 KV1264'AT ANDOVER, SUSSEX COUNTY, 38 YARDS EAST OF THE CENTERLINE OF THE
 KV1264'DELAWARE, LACKAWANNA AND WESTERN RAILROAD TRACK, AT THE ANDOVER
 KV1264'FIRE DEPARTMENT BUILDING, IN THE WEST FACE, 6 INCHES SOUTH OF THE
 KV1264'NORTHWEST CORNER OF THE BUILDING, 7 YARDS SOUTH OF THE CENTERLINE
 KV1264'OF A STREET LEADING TO THE STATION, AND ABOUT 1 1/2 FEET ABOVE THE
 KV1264'SIDEWALK.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 KV1264'IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE
 KV1264'ERIE LACKAWANNA RAILROAD.
 KV1264
 KV1264                          STATION RECOVERY (1972)
 KV1264
 KV1264'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1972
 KV1264'RECOVERED IN GOOD CONDITION.
 KV1264
 KV1264                          STATION RECOVERY (1974)
 KV1264
 KV1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV1264'RECOVERED IN GOOD CONDITION.
 KV1264
 KV1264                          STATION RECOVERY (2003)
 KV1264
 KV1264'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 KV1264'THE RAILROAD STATION MENTIONED IN THE 1935 DESCRIPTION NO LONGER
 KV1264'EXISTS. THE FORMER FIRE DEPARTMENT BUILDING IS NOW THE ANDOVER
 KV1264'MUNICIPAL BUILDING, 137 MAIN STREET, AT THE CORNER OF SMITH. THE BENCH
 KV1264'MARK DISK IS LOCATED BEHIND AND PARTIALLY OBSCURED BY A DOWNSPOUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1089 ***********************************************************************
 KV1089  DESIGNATION -  A 18
 KV1089  PID         -  KV1089
 KV1089  STATE/COUNTY-  NJ/MERCER
 KV1089  USGS QUAD   -  TRENTON WEST (1995)
 KV1089
 KV1089                         *CURRENT SURVEY CONTROL
 KV1089  ___________________________________________________________________
 KV1089* NAD 83(1986)-  40 14 18.     (N)    074 48 11.     (W)     SCALED    
 KV1089* NAVD 88     -        17.504  (meters)      57.43   (feet)  ADJUSTED  
 KV1089  ___________________________________________________________________
 KV1089  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KV1089  DYNAMIC HT  -          17.496 (meters)      57.40  (feet)  COMP
 KV1089  MODELED GRAV-     980,168.7   (mgal)                       NAVD 88
 KV1089
 KV1089  VERT ORDER  -  FIRST     CLASS I
 KV1089
 KV1089.The horizontal coordinates were scaled from a topographic map and have
 KV1089.an estimated accuracy of +/- 6 seconds.
 KV1089
 KV1089.The orthometric height was determined by differential leveling
 KV1089.and adjusted by the National Geodetic Survey in June 1991..
 KV1089
 KV1089.The geoid height was determined by GEOID03.
 KV1089
 KV1089.The dynamic height is computed by dividing the NAVD 88
 KV1089.geopotential number by the normal gravity value computed on the
 KV1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1089.degrees latitude (g = 980.6199 gals.).
 KV1089
 KV1089.The modeled gravity was interpolated from observed gravity values.
 KV1089
 KV1089;                    North         East    Units  Estimated Accuracy
 KV1089;SPC NJ       -   156,020.      124,210.      MT  (+/- 180 meters Scaled)
 KV1089
 KV1089                          SUPERSEDED SURVEY CONTROL
 KV1089
 KV1089  NGVD 29 (01/10/92)   17.813  (m)           58.44   (f) ADJUSTED    1 1
 KV1089
 KV1089.Superseded values are not recommended for survey control.
 KV1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1089.See file dsdata.txt to determine how the superseded data were derived.
 KV1089
 KV1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK167542(NAD 83)
 KV1089_MARKER: DB = BENCH MARK DISK
 KV1089_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1089_SP_SET: BRIDGE ABUTMENT
 KV1089_STAMPING: A 18 1935
 KV1089_MARK LOGO: CGS   
 KV1089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1089+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1988
 KV1089
 KV1089  HISTORY     - Date     Condition        Report By
 KV1089  HISTORY     - 1935     MONUMENTED       CGS
 KV1089  HISTORY     - 1956     GOOD             CGS
 KV1089  HISTORY     - 1976     GOOD             NGS
 KV1089  HISTORY     - 19881211 GOOD             NJGS
 KV1089
 KV1089                          STATION DESCRIPTION
 KV1089
 KV1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1089'2.9 MI NW FROM TRENTON.
 KV1089'2.9 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV1089'STATION AT TRENTON, ON TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 KV1089'CONCRETE ABUTMENT OF THE LARGE OVERPASS OVER SULLIVAN WAY, (COUNTY
 KV1089'ROAD NO. 579), 18.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 35.2
 KV1089'FEET NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST WINGWALL OF
 KV1089'THE OVERPASS AND ABOUT LEVEL WITH THE TRACK.
 KV1089
 KV1089                          STATION RECOVERY (1976)
 KV1089
 KV1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KV1089'RECOVERED IN GOOD CONDITION.
 KV1089
 KV1089                          STATION RECOVERY (1988)
 KV1089
 KV1089'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1089'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1089'IN TRENTON, 0.08 KM (0.05 MI) EAST ALONG SULLIVAN WAY FROM ITS
 KV1089'INTERSECTION WITH STATE HIGHWAY ROUTE 29, SET ON TOP OF THE SOUTHWEST
 KV1089'END OF SOUTHEAST CONCRETE BRIDGE ABUTMENT OF A FORMER RAILROAD WHICH
 KV1089'IS NOW A JOGGING PATH IN THE DELAWARE RARITAN CANAL STATE PARK SYSTEM,
 KV1089'OVER SULLIVAN WAY (COUNTY ROUTE 579), 10.7 M (35.1 FT) NORTHWEST OF
 KV1089'THE SOUTHWEST END OF THE SOUTHWEST WINGWALL, 8.8 M (28.9 FT) SOUTHEAST
 KV1089'OF THE CENTERLINE OF SULLIVAN WAY, FLUSH WITH THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1054 ***********************************************************************
 KV1054  DESIGNATION -  A 19
 KV1054  PID         -  KV1054
 KV1054  STATE/COUNTY-  NJ/HUNTERDON
 KV1054  USGS QUAD   -  STOCKTON (1981)
 KV1054
 KV1054                         *CURRENT SURVEY CONTROL
 KV1054  ___________________________________________________________________
 KV1054* NAD 83(1986)-  40 22 51.     (N)    074 56 53.     (W)     SCALED    
 KV1054* NAVD 88     -        22.953  (meters)      75.31   (feet)  ADJUSTED  
 KV1054  ___________________________________________________________________
 KV1054  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KV1054  DYNAMIC HT  -          22.942 (meters)      75.27  (feet)  COMP
 KV1054  MODELED GRAV-     980,147.4   (mgal)                       NAVD 88
 KV1054
 KV1054  VERT ORDER  -  FIRST     CLASS I
 KV1054
 KV1054.The horizontal coordinates were scaled from a topographic map and have
 KV1054.an estimated accuracy of +/- 6 seconds.
 KV1054
 KV1054.The orthometric height was determined by differential leveling
 KV1054.and adjusted by the National Geodetic Survey in June 1991..
 KV1054
 KV1054.The geoid height was determined by GEOID03.
 KV1054
 KV1054.The dynamic height is computed by dividing the NAVD 88
 KV1054.geopotential number by the normal gravity value computed on the
 KV1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1054.degrees latitude (g = 980.6199 gals.).
 KV1054
 KV1054.The modeled gravity was interpolated from observed gravity values.
 KV1054
 KV1054;                    North         East    Units  Estimated Accuracy
 KV1054;SPC NJ       -   171,890.      111,960.      MT  (+/- 180 meters Scaled)
 KV1054
 KV1054                          SUPERSEDED SURVEY CONTROL
 KV1054
 KV1054  NGVD 29 (01/10/92)   23.226  (m)           76.20   (f) ADJUSTED    1 1
 KV1054
 KV1054.Superseded values are not recommended for survey control.
 KV1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1054.See file dsdata.txt to determine how the superseded data were derived.
 KV1054
 KV1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK044700(NAD 83)
 KV1054_MARKER: DB = BENCH MARK DISK
 KV1054_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KV1054_SP_SET: RETAINING WALL
 KV1054_STAMPING: A 19 1935
 KV1054_MARK LOGO: CGS   
 KV1054_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1054+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1995
 KV1054
 KV1054  HISTORY     - Date     Condition        Report By
 KV1054  HISTORY     - 1935     MONUMENTED       CGS
 KV1054  HISTORY     - 19881101 GOOD             NJGS
 KV1054  HISTORY     - 19951204 GOOD             NJGS
 KV1054  HISTORY     - 19970126 GOOD             USPSQD
 KV1054
 KV1054                          STATION DESCRIPTION
 KV1054
 KV1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1054'1.4 MI N FROM LAMBERTVILLE.
 KV1054'1.4 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KV1054'AT LAMBERTVILLE, HUNTERDON COUNTY, AT POLE 58, AT A ROAD
 KV1054'CROSSING, ABOUT 60 FEET EAST OF THE CENTERLINE OF THE ROAD, NORTH
 KV1054'OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF THE WEST END
 KV1054'OF A CONCRETE HIGHWAY WING WALL.
 KV1054
 KV1054                          STATION RECOVERY (1988)
 KV1054
 KV1054'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1054'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1054'1.8 KM (1.10 MI) NORTH ALONG STATE ROUTE 29, MAINSTREET, FROM THE
 KV1054'JUNCTION WITH STATE ROUTE 179 IN LAMBERTVILLE TO THE MARK ON THE
 KV1054'RIGHT, SET IN THE TOP OF AN WINGWALL TO THE FORMER BRIDGE OF ROUTE 29.
 KV1054'THE MARK IS NOW NORTHEAST OF THE NORTHEAST CORNER OF THE NEW BRIDGE
 KV1054'OVER ALEXAUKEN CREEK. 7.3 M (24.0 FT) NORTHWEST OF POWER POLE 57 2,
 KV1054'8.9 M (29.2 FT) SOUTHEAST OF POWER POLE 58, 22.7 M (74.5 FT) EAST OF
 KV1054'RAILROAD CROSSING SIGNAL, 25.9 M (85.0 FT) SOUTHEAST OF SOUTHEAST RAIL
 KV1054'AT GRADE CROSSING AND 21.4 M (70.2 FT) EAST OF RAILROAD SPIKE IN CURB
 KV1054'JOINT ON ROUTE 29.
 KV1054
 KV1054                          STATION RECOVERY (1995)
 KV1054
 KV1054'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 KV1054'RECOVERED AS DESCRIBED AS PER THE 1988 DESCRIPTION.
 KV1054
 KV1054                          STATION RECOVERY (1997)
 KV1054
 KV1054'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV1054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0941 ***********************************************************************
 KV0941  DESIGNATION -  A 2
 KV0941  PID         -  KV0941
 KV0941  STATE/COUNTY-  NJ/MIDDLESEX
 KV0941  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0941
 KV0941                         *CURRENT SURVEY CONTROL
 KV0941  ___________________________________________________________________
 KV0941* NAD 83(1986)-  40 28 52.     (N)    074 17 39.     (W)     SCALED    
 KV0941* NAVD 88     -        24.085  (meters)      79.02   (feet)  ADJUSTED  
 KV0941  ___________________________________________________________________
 KV0941  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KV0941  DYNAMIC HT  -          24.075 (meters)      78.99  (feet)  COMP
 KV0941  MODELED GRAV-     980,214.6   (mgal)                       NAVD 88
 KV0941
 KV0941  VERT ORDER  -  FIRST     CLASS II
 KV0941
 KV0941.The horizontal coordinates were scaled from a topographic map and have
 KV0941.an estimated accuracy of +/- 6 seconds.
 KV0941
 KV0941.The orthometric height was determined by differential leveling
 KV0941.and adjusted by the National Geodetic Survey in June 1991..
 KV0941
 KV0941.The geoid height was determined by GEOID03.
 KV0941
 KV0941.The dynamic height is computed by dividing the NAVD 88
 KV0941.geopotential number by the normal gravity value computed on the
 KV0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0941.degrees latitude (g = 980.6199 gals.).
 KV0941
 KV0941.The modeled gravity was interpolated from observed gravity values.
 KV0941
 KV0941;                    North         East    Units  Estimated Accuracy
 KV0941;SPC NJ       -   182,950.      167,450.      MT  (+/- 180 meters Scaled)
 KV0941
 KV0941                          SUPERSEDED SURVEY CONTROL
 KV0941
 KV0941  NGVD 29 (04/16/92)   24.384  (m)           80.00   (f) ADJUSTED    1 2
 KV0941
 KV0941.Superseded values are not recommended for survey control.
 KV0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0941.See file dsdata.txt to determine how the superseded data were derived.
 KV0941
 KV0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK598813(NAD 83)
 KV0941_MARKER: DB = BENCH MARK DISK
 KV0941_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0941_SP_SET: OVER PASS
 KV0941_STAMPING: A 2 1924 80.164
 KV0941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0941
 KV0941  HISTORY     - Date     Condition        Report By
 KV0941  HISTORY     - 1924     MONUMENTED       CGS
 KV0941  HISTORY     - 1961     GOOD             CGS
 KV0941  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0941
 KV0941                          STATION DESCRIPTION
 KV0941
 KV0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0941'AT SOUTH AMBOY.
 KV0941'AT SOUTH AMBOY, ABOUT 1.0 MILE WEST ALONG THE PENNSYLVANIA
 KV0941'RAILROAD FROM THE OVERPASS OVER NEW YORK AND LONG BRANCH RAILROAD,
 KV0941'ABOUT 6 RAILS NORTHEAST ALONG P.R.R. FROM THE OVERPASS OF STATE
 KV0941'HIGHWAY 35 OVER TRACKS, AT THE OVERPASS OF THE RARITAN RIVER
 KV0941'RAILROAD OVER THE P.R.R., SET VERTICALLY IN THE SOUTHEAST FACE
 KV0941'OF THE NORTHWEST ABUTMENT OF OVERPASS, 7 FEET NORTHWEST OF
 KV0941'NORTHWEST RAIL OF THE NORTHWEST TRACK OF P.R.R., DIRECTLY UNDER
 KV0941'THE CENTER OF RARITAN RIVER RAILROAD, AND ABOUT 1/2 FOOT ABOVE
 KV0941'GROUND.
 KV0941
 KV0941                          STATION RECOVERY (1964)
 KV0941
 KV0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0632 ***********************************************************************
 KV0632  DESIGNATION -  A 20
 KV0632  PID         -  KV0632
 KV0632  STATE/COUNTY-  NJ/MORRIS
 KV0632  USGS QUAD   -  MORRISTOWN (1981)
 KV0632
 KV0632                         *CURRENT SURVEY CONTROL
 KV0632  ___________________________________________________________________
 KV0632* NAD 83(1986)-  40 51 10.     (N)    074 28 34.     (W)     SCALED    
 KV0632* NAVD 88     -       140.835  (meters)     462.06   (feet)  ADJUSTED  
 KV0632  ___________________________________________________________________
 KV0632  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KV0632  DYNAMIC HT  -         140.774 (meters)     461.86  (feet)  COMP
 KV0632  MODELED GRAV-     980,186.6   (mgal)                       NAVD 88
 KV0632
 KV0632  VERT ORDER  -  SECOND    CLASS 0
 KV0632
 KV0632.The horizontal coordinates were scaled from a topographic map and have
 KV0632.an estimated accuracy of +/- 6 seconds.
 KV0632
 KV0632.The orthometric height was determined by differential leveling
 KV0632.and adjusted by the National Geodetic Survey in June 1991..
 KV0632
 KV0632.The geoid height was determined by GEOID03.
 KV0632
 KV0632.The dynamic height is computed by dividing the NAVD 88
 KV0632.geopotential number by the normal gravity value computed on the
 KV0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0632.degrees latitude (g = 980.6199 gals.).
 KV0632
 KV0632.The modeled gravity was interpolated from observed gravity values.
 KV0632
 KV0632;                    North         East    Units  Estimated Accuracy
 KV0632;SPC NJ       -   224,200.      152,010.      MT  (+/- 180 meters Scaled)
 KV0632
 KV0632                          SUPERSEDED SURVEY CONTROL
 KV0632
 KV0632  NGVD 29 (??/??/??)  141.096  (m)          462.91   (f) ADJUSTED    2 0
 KV0632
 KV0632.Superseded values are not recommended for survey control.
 KV0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0632.See file dsdata.txt to determine how the superseded data were derived.
 KV0632
 KV0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL441225(NAD 83)
 KV0632_MARKER: DB = BENCH MARK DISK
 KV0632_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0632_SP_SET: NORTH ABUTMENT
 KV0632_STAMPING: A 20 1935
 KV0632_MARK LOGO: CGS   
 KV0632_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0632+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1991
 KV0632
 KV0632  HISTORY     - Date     Condition        Report By
 KV0632  HISTORY     - 1935     MONUMENTED       CGS
 KV0632  HISTORY     - 19910709 SEE DESCRIPTION  NJGS
 KV0632  HISTORY     - 19960414 POOR             USPSQD
 KV0632
 KV0632                          STATION DESCRIPTION
 KV0632
 KV0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0632'4.1 MI N FROM MORRISTOWN.
 KV0632'4.1 MILES NORTH ALONG THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 KV0632'FROM THE MORRIS STREET UNDERPASS AT MORRISTOWN, MORRIS COUNTY, AT
 KV0632'THE CONCRETE OVERPASS OF STATE HIGHWAY 10, AND IN THE TOP OF THE
 KV0632'NORTH END OF THE BASE.  A STANDARD DISK, STAMPED A 20 1935.
 KV0632'NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW
 KV0632'THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE
 KV0632'ERIE LACKWANNA RAILROAD.
 KV0632
 KV0632                          STATION RECOVERY (1991)
 KV0632
 KV0632'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV0632'THE STATION WAS SEARCHED FOR AND NOT RECOVERED.  THE FORMER CONCRETE
 KV0632'BRIDGE OVER STATE HIGHWAY 10 WAS DEMOLISHED AND REPLACED WITH A NEW
 KV0632'BRIDGE, STRUCTURE NUMBER 1401161, IN 1985.  THE STATION IS CONSIDERED
 KV0632'LOST.
 KV0632
 KV0632                          STATION RECOVERY (1996)
 KV0632
 KV0632'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV0632'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1586 ***********************************************************************
 KV1586  DESIGNATION -  A 23
 KV1586  PID         -  KV1586
 KV1586  STATE/COUNTY-  NJ/WARREN
 KV1586  USGS QUAD   -  BELVIDERE (1992)
 KV1586
 KV1586                         *CURRENT SURVEY CONTROL
 KV1586  ___________________________________________________________________
 KV1586* NAD 83(1986)-  40 46 12.     (N)    075 06 56.     (W)     SCALED    
 KV1586* NAVD 88     -        87.920  (meters)     288.45   (feet)  ADJUSTED  
 KV1586  ___________________________________________________________________
 KV1586  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KV1586  DYNAMIC HT  -          87.880 (meters)     288.32  (feet)  COMP
 KV1586  MODELED GRAV-     980,164.9   (mgal)                       NAVD 88
 KV1586
 KV1586  VERT ORDER  -  SECOND    CLASS 0
 KV1586
 KV1586.The horizontal coordinates were scaled from a topographic map and have
 KV1586.an estimated accuracy of +/- 6 seconds.
 KV1586
 KV1586.The orthometric height was determined by differential leveling
 KV1586.and adjusted by the National Geodetic Survey in June 1991..
 KV1586
 KV1586.The geoid height was determined by GEOID03.
 KV1586
 KV1586.The dynamic height is computed by dividing the NAVD 88
 KV1586.geopotential number by the normal gravity value computed on the
 KV1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1586.degrees latitude (g = 980.6199 gals.).
 KV1586
 KV1586.The modeled gravity was interpolated from observed gravity values.
 KV1586
 KV1586;                    North         East    Units  Estimated Accuracy
 KV1586;SPC NJ       -   215,190.       98,040.      MT  (+/- 180 meters Scaled)
 KV1586
 KV1586                          SUPERSEDED SURVEY CONTROL
 KV1586
 KV1586  NGVD 29 (??/??/??)   88.138  (m)          289.17   (f) ADJUSTED    2 0
 KV1586
 KV1586.Superseded values are not recommended for survey control.
 KV1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1586.See file dsdata.txt to determine how the superseded data were derived.
 KV1586
 KV1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL902132(NAD 83)
 KV1586_MARKER: DB = BENCH MARK DISK
 KV1586_SETTING: 0 = UNSPECIFIED SETTING
 KV1586_STAMPING: A 23 1942
 KV1586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1586
 KV1586  HISTORY     - Date     Condition        Report By
 KV1586  HISTORY     - 1942     MONUMENTED       CGS
 KV1586  HISTORY     - 19950119 MARK NOT FOUND   NJGS
 KV1586
 KV1586                          STATION DESCRIPTION
 KV1586
 KV1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1586'2.4 MI N FROM HARMONY.
 KV1586'2.4 MILES NORTH ALONG STATE HIGHWAY 543 FROM THE HIGH SCHOOL
 KV1586'AT HARMONY, WARREN COUNTY, 0.15 MILE SOUTHWEST OF A 2-STORY
 KV1586'WHITE HOUSE, 108 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 KV1586'BUCKHORN CASINO, 44.7 FEET SOUTH OF A MAPLE TREE, 16 FEET EAST
 KV1586'OF A MAPLE TREE, 37.7 FEET SOUTHEAST OF THE CENTERLINE OF THE
 KV1586'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 KV1586
 KV1586                          STATION RECOVERY (1995)
 KV1586
 KV1586'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1586'THE STATION WAS NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1306 ***********************************************************************
 KV1306  DESIGNATION -  A 25
 KV1306  PID         -  KV1306
 KV1306  STATE/COUNTY-  NJ/SOMERSET
 KV1306  USGS QUAD   -  GLADSTONE (1995)
 KV1306
 KV1306                         *CURRENT SURVEY CONTROL
 KV1306  ___________________________________________________________________
 KV1306* NAD 83(1986)-  40 42 48.     (N)    074 40 15.     (W)     SCALED    
 KV1306* NAVD 88     -        87.373  (meters)     286.66   (feet)  ADJUSTED  
 KV1306  ___________________________________________________________________
 KV1306  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KV1306  DYNAMIC HT  -          87.334 (meters)     286.53  (feet)  COMP
 KV1306  MODELED GRAV-     980,173.3   (mgal)                       NAVD 88
 KV1306
 KV1306  VERT ORDER  -  SECOND    CLASS 0
 KV1306
 KV1306.The horizontal coordinates were scaled from a topographic map and have
 KV1306.an estimated accuracy of +/- 6 seconds.
 KV1306
 KV1306.The orthometric height was determined by differential leveling
 KV1306.and adjusted by the National Geodetic Survey in June 1991..
 KV1306
 KV1306.The geoid height was determined by GEOID03.
 KV1306
 KV1306.The dynamic height is computed by dividing the NAVD 88
 KV1306.geopotential number by the normal gravity value computed on the
 KV1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1306.degrees latitude (g = 980.6199 gals.).
 KV1306
 KV1306.The modeled gravity was interpolated from observed gravity values.
 KV1306
 KV1306;                    North         East    Units  Estimated Accuracy
 KV1306;SPC NJ       -   208,730.      135,570.      MT  (+/- 180 meters Scaled)
 KV1306
 KV1306                          SUPERSEDED SURVEY CONTROL
 KV1306
 KV1306  NGVD 29 (??/??/??)   87.620  (m)          287.47   (f) ADJUSTED    2 0
 KV1306
 KV1306.Superseded values are not recommended for survey control.
 KV1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1306.See file dsdata.txt to determine how the superseded data were derived.
 KV1306
 KV1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL278069(NAD 83)
 KV1306_MARKER: DB = BENCH MARK DISK
 KV1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1306_STAMPING: A 25 1942
 KV1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1306+STABILITY: SURFACE MOTION
 KV1306
 KV1306  HISTORY     - Date     Condition        Report By
 KV1306  HISTORY     - 1942     MONUMENTED       CGS
 KV1306  HISTORY     - 1950     GOOD             CGS
 KV1306  HISTORY     - 1985     GOOD             USPSQD
 KV1306  HISTORY     - 19940507 GOOD             USPSQD
 KV1306  HISTORY     - 20021130 GOOD             USPSQD
 KV1306
 KV1306                          STATION DESCRIPTION
 KV1306
 KV1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KV1306'5.4 MI S FROM CHESTER.
 KV1306'IN SOMERSET COUNTY, 5.4 MILES SOUTH ALONG STATE HIGHWAY 31 FROM
 KV1306'THE INTERSECTION OF STATE HIGHWAY 24 AT CHESTER, MORRIS COUNTY,
 KV1306'200 FEET SOUTHWEST ACROSS THE HIGHWAY FROM A 2-STORY WHITE
 KV1306'HOUSE, 105 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A MOBIL GAS
 KV1306'SERVICE STATION, 33.6 FEET SOUTHWEST OF THE CENTERLINE OF THE
 KV1306'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 KV1306
 KV1306                          STATION RECOVERY (1985)
 KV1306
 KV1306'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV1306'5.4 MILES SOUTH ALONG U.S. HWY. 206 (FORMERLY STATE HWY. 31) FROM THE
 KV1306'INTERSECTION OF STATE HWY. 24 AT CHESTER. THE MARK WAS FOUND AT
 KV1306'GROUND LEVEL 0.1 FOOT WEST OF A WITNESS POST AND 10 FEET SOUTHWEST OF
 KV1306'POLE NJ-105-PB.
 KV1306
 KV1306                          STATION RECOVERY (1994)
 KV1306
 KV1306'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1306'RECOVERED IN GOOD CONDITION.
 KV1306
 KV1306                          STATION RECOVERY (2002)
 KV1306
 KV1306'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV1306'THERE WAS NO WHITE HOUSE OR MOBILE GAS STATION TO BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1188 ***********************************************************************
 KV1188  DESIGNATION -  A 26
 KV1188  PID         -  KV1188
 KV1188  STATE/COUNTY-  NJ/SOMERSET
 KV1188  USGS QUAD   -  RARITAN (1981)
 KV1188
 KV1188                         *CURRENT SURVEY CONTROL
 KV1188  ___________________________________________________________________
 KV1188* NAD 83(1986)-  40 36 02.     (N)    074 42 32.     (W)     SCALED    
 KV1188* NAVD 88     -        38.693  (meters)     126.95   (feet)  ADJUSTED  
 KV1188  ___________________________________________________________________
 KV1188  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KV1188  DYNAMIC HT  -          38.675 (meters)     126.89  (feet)  COMP
 KV1188  MODELED GRAV-     980,178.4   (mgal)                       NAVD 88
 KV1188
 KV1188  VERT ORDER  -  FIRST     CLASS II
 KV1188
 KV1188.The horizontal coordinates were scaled from a topographic map and have
 KV1188.an estimated accuracy of +/- 6 seconds.
 KV1188
 KV1188.The orthometric height was determined by differential leveling
 KV1188.and adjusted by the National Geodetic Survey in June 1991..
 KV1188
 KV1188.The geoid height was determined by GEOID03.
 KV1188
 KV1188.The dynamic height is computed by dividing the NAVD 88
 KV1188.geopotential number by the normal gravity value computed on the
 KV1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1188.degrees latitude (g = 980.6199 gals.).
 KV1188
 KV1188.The modeled gravity was interpolated from observed gravity values.
 KV1188
 KV1188;                    North         East    Units  Estimated Accuracy
 KV1188;SPC NJ       -   196,220.      132,320.      MT  (+/- 180 meters Scaled)
 KV1188
 KV1188                          SUPERSEDED SURVEY CONTROL
 KV1188
 KV1188  NGVD 29 (??/??/??)   38.955  (m)          127.80   (f) ADJUSTED    1 2
 KV1188
 KV1188.Superseded values are not recommended for survey control.
 KV1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1188.See file dsdata.txt to determine how the superseded data were derived.
 KV1188
 KV1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK246944(NAD 83)
 KV1188_MARKER: DB = BENCH MARK DISK
 KV1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1188_STAMPING: A 26 1942
 KV1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1188+STABILITY: SURFACE MOTION
 KV1188
 KV1188  HISTORY     - Date     Condition        Report By
 KV1188  HISTORY     - 1942     MONUMENTED       CGS
 KV1188  HISTORY     - 1971     GOOD             USGS
 KV1188  HISTORY     - 1976     GOOD             LOCENG
 KV1188  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV1188  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 KV1188  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 KV1188
 KV1188                          STATION DESCRIPTION
 KV1188
 KV1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1188'1.8 MI W FROM NORTH BRANCH.
 KV1188'1.8 MILE WEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE
 KV1188'STATION AT NORTH BRANCH, SOMERSET COUNTY, 0.1 MILE EAST OF
 KV1188'MILEPOST 41, 5 1/2 RAILS EAST OF BRIDGE 40-89, 34 FEET SOUTH OF
 KV1188'THE SOUTH RAIL OF A SIDE TRACK, 5 FEET WEST OF A POLE, AND IN
 KV1188'LINE WITH A ROW OF POLES.
 KV1188
 KV1188                          STATION RECOVERY (1971)
 KV1188
 KV1188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KV1188'RECOVERED IN GOOD CONDITION.
 KV1188
 KV1188                          STATION RECOVERY (1976)
 KV1188
 KV1188'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 KV1188'RECOVERED IN GOOD CONDITION.
 KV1188
 KV1188                          STATION RECOVERY (2001)
 KV1188
 KV1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1188'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV1188
 KV1188                          STATION RECOVERY (2003)
 KV1188
 KV1188'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV1188'REMNANTS OF POLES FOR FENCING FOUND.  REMNANTS FOR CONCRETE BASE FOUND
 KV1188'AND PHOTOGRAPHED.  NO MARKER SEEN.  AREA SEARCHED WITH METAL DETECTOR.
 KV1188' 
 KV1188
 KV1188                          STATION RECOVERY (2003)
 KV1188
 KV1188'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV1188'EVIDENCE OF CONCRETE BASE AND FENCING POLE FOUND.  SEARCH OF THE AREA
 KV1188'WITH A METAL DETECTOR DID NOT PRODUCE ANY EVIDENCE OF THE MARKER
 KV1188'ITSELF.  WE BELIEVE IT TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1365 ***********************************************************************
 KV1365  DESIGNATION -  A 27
 KV1365  PID         -  KV1365
 KV1365  STATE/COUNTY-  NJ/HUNTERDON
 KV1365  USGS QUAD   -  HIGH BRIDGE (1970)
 KV1365
 KV1365                         *CURRENT SURVEY CONTROL
 KV1365  ___________________________________________________________________
 KV1365* NAD 83(1986)-  40 38 07.     (N)    074 54 41.     (W)     SCALED    
 KV1365* NAVD 88     -        61.084  (meters)     200.41   (feet)  ADJUSTED  
 KV1365  ___________________________________________________________________
 KV1365  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KV1365  DYNAMIC HT  -          61.057 (meters)     200.32  (feet)  COMP
 KV1365  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 KV1365
 KV1365  VERT ORDER  -  FIRST     CLASS II
 KV1365
 KV1365.The horizontal coordinates were scaled from a topographic map and have
 KV1365.an estimated accuracy of +/- 6 seconds.
 KV1365
 KV1365.The orthometric height was determined by differential leveling
 KV1365.and adjusted by the National Geodetic Survey in June 1991..
 KV1365
 KV1365.The geoid height was determined by GEOID03.
 KV1365
 KV1365.The dynamic height is computed by dividing the NAVD 88
 KV1365.geopotential number by the normal gravity value computed on the
 KV1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1365.degrees latitude (g = 980.6199 gals.).
 KV1365
 KV1365.The modeled gravity was interpolated from observed gravity values.
 KV1365
 KV1365;                    North         East    Units  Estimated Accuracy
 KV1365;SPC NJ       -   200,130.      115,200.      MT  (+/- 180 meters Scaled)
 KV1365
 KV1365                          SUPERSEDED SURVEY CONTROL
 KV1365
 KV1365  NGVD 29 (01/10/92)   61.318  (m)          201.17   (f) ADJUSTED    1 2
 KV1365
 KV1365.Superseded values are not recommended for survey control.
 KV1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1365.See file dsdata.txt to determine how the superseded data were derived.
 KV1365
 KV1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK074982(NAD 83)
 KV1365_MARKER: DB = BENCH MARK DISK
 KV1365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1365_SP_SET: BRIDGE WALL
 KV1365_STAMPING: A 27 1942
 KV1365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1365+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 KV1365
 KV1365  HISTORY     - Date     Condition        Report By
 KV1365  HISTORY     - 1942     MONUMENTED       CGS
 KV1365  HISTORY     - 1971     GOOD             NJDCED
 KV1365  HISTORY     - 1978     GOOD             NGS
 KV1365  HISTORY     - 20030331 GOOD             JCLS
 KV1365  HISTORY     - 20040404 GOOD             GEOCAC
 KV1365  HISTORY     - 20060331 GOOD             INDIV
 KV1365
 KV1365                          STATION DESCRIPTION
 KV1365
 KV1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1365'AT CLINTON.
 KV1365'AT CLINTON, HUNTERDON COUNTY, ON U.S. HIGHWAY 22, AT THE CONCRETE
 KV1365'BRIDGE OVER THE SOUTH BRANCH OF RARITAN RIVER, IN THE TOP OF THE
 KV1365'MOST EASTERLY PART OF THE NORTH WALL, AND ABOUT 3 1/2 FEET HIGHER
 KV1365'THAN THE PAVEMENT.
 KV1365
 KV1365                          STATION RECOVERY (1971)
 KV1365
 KV1365'RECOVERY NOTE BY NJ CONS AND ECON DEV 1971
 KV1365'RECOVERED IN GOOD CONDITION.
 KV1365
 KV1365                          STATION RECOVERY (1978)
 KV1365
 KV1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1365'RECOVERED IN GOOD CONDITION.
 KV1365
 KV1365                          STATION RECOVERY (2003)
 KV1365
 KV1365'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 KV1365'RECOVERED IN GOOD CONDITION.
 KV1365
 KV1365                          STATION RECOVERY (2004)
 KV1365
 KV1365'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 KV1365'RECOVERED AS DESCRIBED. GOOD CONDITION. DESCRIPTION IS ADEQUATE
 KV1365
 KV1365                          STATION RECOVERY (2006)
 KV1365
 KV1365'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (PJM)
 KV1365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0532 ***********************************************************************
 KV0532  DESIGNATION -  A 28
 KV0532  PID         -  KV0532
 KV0532  STATE/COUNTY-  NJ/MIDDLESEX
 KV0532  USGS QUAD   -  PERTH AMBOY (1981)
 KV0532
 KV0532                         *CURRENT SURVEY CONTROL
 KV0532  ___________________________________________________________________
 KV0532* NAD 83(1986)-  40 31 03.     (N)    074 17 06.     (W)     SCALED    
 KV0532* NAVD 88     -        24.447  (meters)      80.21   (feet)  POSTED    
 KV0532  ___________________________________________________________________
 KV0532  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KV0532  DYNAMIC HT  -          24.440 (meters)      80.18  (feet)  COMP
 KV0532  MODELED GRAV-     980,215.1   (mgal)                       NAVD 88
 KV0532
 KV0532  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KV0532
 KV0532.The horizontal coordinates were scaled from a topographic map and have
 KV0532.an estimated accuracy of +/- 6 seconds.
 KV0532
 KV0532.The orthometric height was determined by differential leveling
 KV0532.and adjusted by the National Geodetic Survey in 1992..
 KV0532.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KV0532.rate of 1.1 thru 2.0 mm/km.
 KV0532
 KV0532.The geoid height was determined by GEOID03.
 KV0532
 KV0532.The dynamic height is computed by dividing the NAVD 88
 KV0532.geopotential number by the normal gravity value computed on the
 KV0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0532.degrees latitude (g = 980.6199 gals.).
 KV0532
 KV0532.The modeled gravity was interpolated from observed gravity values.
 KV0532
 KV0532;                    North         East    Units  Estimated Accuracy
 KV0532;SPC NJ       -   186,990.      168,220.      MT  (+/- 180 meters Scaled)
 KV0532
 KV0532                          SUPERSEDED SURVEY CONTROL
 KV0532
 KV0532  NGVD 29 (??/??/??)   24.783  (m)           81.31   (f) ADJUSTED    1 2
 KV0532
 KV0532.Superseded values are not recommended for survey control.
 KV0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0532.See file dsdata.txt to determine how the superseded data were derived.
 KV0532
 KV0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK605854(NAD 83)
 KV0532_MARKER: DB = BENCH MARK DISK
 KV0532_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0532_SP_SET: PIER FOUNDATION
 KV0532_STAMPING: A 28 1942
 KV0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0532
 KV0532  HISTORY     - Date     Condition        Report By
 KV0532  HISTORY     - 1942     MONUMENTED       CGS
 KV0532  HISTORY     - 1952     GOOD             CGS
 KV0532  HISTORY     - 1968     MARK NOT FOUND   CGS
 KV0532
 KV0532                          STATION DESCRIPTION
 KV0532
 KV0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0532'AT PERTH AMBOY.
 KV0532'AT PERTH AMBOY, ABOUT 0.6 MILE WEST ALONG THE LEHIGH VALLEY
 KV0532'RAILROAD FROM THE OVERPASS OVER NEW BURNSWICK AVENUE, SET VERTICALLY
 KV0532'IN THE SOUTH FACE AT EAST END OF THE CONCRETE FOUNDATION OF THE
 KV0532'NORTH STEEL PIER OF CONVERY STREET (STATE HIGHWAY 4) OVERPASS OVER
 KV0532'THE RAILROAD YARDS, 1.5 FEET WEST OF EAST END OF CONCRETE FOUNDATION
 KV0532'AND ABOUT 3 FEET ABOVE GROUND.
 KV0532
 KV0532                          STATION RECOVERY (1968)
 KV0532
 KV0532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KV0532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0533 ***********************************************************************
 KV0533  DESIGNATION -  A 28 RESET 1959
 KV0533  PID         -  KV0533
 KV0533  STATE/COUNTY-  NJ/MIDDLESEX
 KV0533  USGS QUAD   -  PERTH AMBOY (1981)
 KV0533
 KV0533                         *CURRENT SURVEY CONTROL
 KV0533  ___________________________________________________________________
 KV0533* NAD 83(1986)-  40 31 03.     (N)    074 17 06.     (W)     SCALED    
 KV0533* NAVD 88     -        22.92   (+/-2cm)      75.2    (feet)  VERTCON   
 KV0533  ___________________________________________________________________
 KV0533  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KV0533
 KV0533  VERT ORDER  -  THIRD (See Below)
 KV0533
 KV0533.The horizontal coordinates were scaled from a topographic map and have
 KV0533.an estimated accuracy of +/- 6 seconds.
 KV0533
 KV0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV0533.The vertical order pertains to the NGVD 29 superseded value.
 KV0533
 KV0533.The geoid height was determined by GEOID03.
 KV0533
 KV0533;                    North         East    Units  Estimated Accuracy
 KV0533;SPC NJ       -   186,990.      168,220.      MT  (+/- 180 meters Scaled)
 KV0533
 KV0533                          SUPERSEDED SURVEY CONTROL
 KV0533
 KV0533  NGVD 29 (??/??/??)   23.23   (m)           76.2    (f) RESET       3  
 KV0533
 KV0533.Superseded values are not recommended for survey control.
 KV0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0533.See file dsdata.txt to determine how the superseded data were derived.
 KV0533
 KV0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK605854(NAD 83)
 KV0533_MARKER: DB = BENCH MARK DISK
 KV0533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0533_SP_SET: CONC MONUMENT
 KV0533_STAMPING: A 28 RESET 1959
 KV0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0533
 KV0533  HISTORY     - Date     Condition        Report By
 KV0533  HISTORY     - 1959     MONUMENTED       CGS
 KV0533
 KV0533                          STATION DESCRIPTION
 KV0533
 KV0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KV0533'0.6 MI W FROM PERTH AMBOY.
 KV0533'0.6 MILE WEST ALONG THE LEHIGH VALLEY RAILROAD FROM THE NEW
 KV0533'BRUNSWICK STREET BRIDGE AT PERTH AMBOY, AND ABOUT 50 FEET EAST OF
 KV0533'THE CONVERY BLVD. OVERPASS, AND SET IN A CONCRETE MONUMENT FLUSH
 KV0533'IN THE GROUND 6 FEET NORTH OF THE CENTERLINE OF THE TRACK, 36 FEET
 KV0533'EAST OF TELEPHONE POLE 2168PY, AND 96 FEET WEST OF TELEPHONE POLE
 KV0533'2167PY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1189 ***********************************************************************
 KV1189  DESIGNATION -  A 29
 KV1189  PID         -  KV1189
 KV1189  STATE/COUNTY-  NJ/HUNTERDON
 KV1189  USGS QUAD   -  RARITAN (1981)
 KV1189
 KV1189                         *CURRENT SURVEY CONTROL
 KV1189  ___________________________________________________________________
 KV1189* NAD 83(1996)-  40 36 22.24572(N)    074 43 48.85880(W)     ADJUSTED  
 KV1189* NAVD 88     -        46.581  (meters)     152.82   (feet)  ADJUSTED  
 KV1189  ___________________________________________________________________
 KV1189  X           -   1,277,099.037 (meters)                     COMP
 KV1189  Y           -  -4,677,986.497 (meters)                     COMP
 KV1189  Z           -   4,129,327.047 (meters)                     COMP
 KV1189  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 KV1189  ELLIP HEIGHT-          13.10  (meters)          (10/23/02) GPS OBS
 KV1189  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KV1189  DYNAMIC HT  -          46.560 (meters)     152.76  (feet)  COMP
 KV1189  MODELED GRAV-     980,178.4   (mgal)                       NAVD 88
 KV1189
 KV1189  HORZ ORDER  -  SECOND
 KV1189  VERT ORDER  -  FIRST     CLASS II
 KV1189  ELLP ORDER  -  FOURTH    CLASS I
 KV1189
 KV1189.The horizontal coordinates were established by GPS observations
 KV1189.and adjusted by the National Geodetic Survey in May 1999..
 KV1189
 KV1189.The orthometric height was determined by differential leveling
 KV1189.and adjusted by the National Geodetic Survey in June 1991..
 KV1189
 KV1189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1189
 KV1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1189
 KV1189.The ellipsoidal height was determined by GPS observations
 KV1189.and is referenced to NAD 83.
 KV1189
 KV1189.The geoid height was determined by GEOID03.
 KV1189
 KV1189.The dynamic height is computed by dividing the NAVD 88
 KV1189.geopotential number by the normal gravity value computed on the
 KV1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1189.degrees latitude (g = 980.6199 gals.).
 KV1189
 KV1189.The modeled gravity was interpolated from observed gravity values.
 KV1189
 KV1189;                    North         East     Units Scale Factor Converg.
 KV1189;SPC NJ       -   196,843.595   130,515.937   MT  0.99990467   -0 08 59.5
 KV1189;SPC NJ       -   645,811.03    428,201.04   sFT  0.99990467   -0 08 59.5
 KV1189;UTM  18      - 4,495,075.700   522,821.863   MT  0.99960641   +0 10 32.1
 KV1189
 KV1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1189!SPC NJ       -   0.99999795  x   0.99990467  =   0.99990262
 KV1189!UTM  18      -   0.99999795  x   0.99960641  =   0.99960436
 KV1189
 KV1189                          SUPERSEDED SURVEY CONTROL
 KV1189
 KV1189  ELLIP H (05/14/99)   13.11   (m)                       GP(       ) 4 1
 KV1189  NAD 83(1986)-  40 36 22.24567(N)    074 43 48.85962(W) AD(       ) 2
 KV1189  NGVD 29 (??/??/??)   46.840  (m)          153.67   (f) ADJUSTED    1 2
 KV1189
 KV1189.Superseded values are not recommended for survey control.
 KV1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1189.See file dsdata.txt to determine how the superseded data were derived.
 KV1189
 KV1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2282295076(NAD 83)
 KV1189_MARKER: DB = BENCH MARK DISK
 KV1189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1189_SP_SET: BRIDGE WINGWALL
 KV1189_STAMPING: A 29 1942
 KV1189_MARK LOGO: CGS   
 KV1189_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1189+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1990
 KV1189
 KV1189  HISTORY     - Date     Condition        Report By
 KV1189  HISTORY     - 1942     MONUMENTED       CGS
 KV1189  HISTORY     - 1976     GOOD             LOCENG
 KV1189  HISTORY     - 19891221 GOOD             NJGS
 KV1189  HISTORY     - 19900212 GOOD
 KV1189  HISTORY     - 20030111 GOOD             USPSQD
 KV1189
 KV1189                          STATION DESCRIPTION
 KV1189
 KV1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1189'2.2 MI E FROM WHITE HOUSE STATION.
 KV1189'2.2 MILES EAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE
 KV1189'STATION AT WHITE HOUSE, HUNTERDON COUNTY, 0.1 MILE EAST OF A
 KV1189'ROAD CROSSING, 8 1/2 RAILS EAST OF SEMAPHORE SIGNAL 421, 2 1/2
 KV1189'RAILS WEST OF MILEPOST 42, AT BRIDGE 42-02, AND IN THE TOP OF THE
 KV1189'NORTHWEST WING WALL.
 KV1189
 KV1189                          STATION RECOVERY (1976)
 KV1189
 KV1189'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 KV1189'RECOVERED IN GOOD CONDITION.
 KV1189
 KV1189                          STATION RECOVERY (1989)
 KV1189
 KV1189'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV1189'THE STATION IS LOCATED IN READINGTON TOWNSHIP, ON THE NORTH SIDE OF
 KV1189'THE N.J. TRANSIT, RARITAN VALLEY LINE, EAST OF RIDGE ROAD.  TO REACH
 KV1189'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 22 AND FLEMINGTON
 KV1189'WHITEHOUSE ROAD, COUNTY ROAD 523, IN THE TOWN OF WHITEHOUSE, GO 4.16
 KV1189'KM (2.58 MI) EAST ON ROUTE 22 TO THE JUNCTION WITH RIDGE ROAD, TURN
 KV1189'RIGHT AND GO 0.8 KM (0.50 MI) SOUTHWEST ON RIDGE ROAD TO THE RAILROAD
 KV1189'GRADE CROSSING, TURN LEFT AND GO 0.23 KM (0.14 MI) EAST SOUTHEAST
 KV1189'ALONG THE TRACKS TO MILEPOST 42 AT A RAILROAD CULVERT BRIDGE AND THE
 KV1189'STATION ON THE LEFT.  THE STATION IS FLUSH IN THE TOP OF THE
 KV1189'NORTHWEST WINGWALL.  THE STATION IS 5.3 M (17.39 FT) NORTH NORTHEAST
 KV1189'OF THE NORTHEAST RAIL, 16.5 M (54.13 FT) WEST NORTHWEST OF MILEPOST
 KV1189'42, 37.6 M (123.36 FT) EAST SOUTHEAST OF POLE NJ 5 RT AND ABOUT 0.7 M
 KV1189'(2.30 FT) BELOW THE RAILS.
 KV1189
 KV1189                          STATION RECOVERY (1990)
 KV1189
 KV1189'RECOVERED 1990
 KV1189'RECOVERED IN GOOD CONDITION.
 KV1189
 KV1189                          STATION RECOVERY (2003)
 KV1189
 KV1189'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 KV1189'PICTURE IS AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1007 ***********************************************************************
 KV1007  DESIGNATION -  A 3
 KV1007  PID         -  KV1007
 KV1007  STATE/COUNTY-  NJ/BURLINGTON
 KV1007  USGS QUAD   -  BEVERLY (1973)
 KV1007
 KV1007                         *CURRENT SURVEY CONTROL
 KV1007  ___________________________________________________________________
 KV1007* NAD 83(1986)-  40 02 46.     (N)    074 57 07.     (W)     SCALED    
 KV1007* NAVD 88     -         4.081  (meters)      13.39   (feet)  POSTED    
 KV1007  ___________________________________________________________________
 KV1007  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV1007  DYNAMIC HT  -           4.080 (meters)      13.39  (feet)  COMP
 KV1007  MODELED GRAV-     980,191.2   (mgal)                       NAVD 88
 KV1007
 KV1007  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KV1007
 KV1007.The horizontal coordinates were scaled from a topographic map and have
 KV1007.an estimated accuracy of +/- 6 seconds.
 KV1007
 KV1007.The orthometric height was determined by differential leveling
 KV1007.and adjusted by the National Geodetic Survey in 1992..
 KV1007.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KV1007.rate of 0.0 thru 1.0 mm/km.
 KV1007
 KV1007.The geoid height was determined by GEOID03.
 KV1007
 KV1007.The dynamic height is computed by dividing the NAVD 88
 KV1007.geopotential number by the normal gravity value computed on the
 KV1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1007.degrees latitude (g = 980.6199 gals.).
 KV1007
 KV1007.The modeled gravity was interpolated from observed gravity values.
 KV1007
 KV1007;                    North         East    Units  Estimated Accuracy
 KV1007;SPC NJ       -   134,730.      111,440.      MT  (+/- 180 meters Scaled)
 KV1007
 KV1007                          SUPERSEDED SURVEY CONTROL
 KV1007
 KV1007  NGVD 29 (??/??/??)    4.442  (m)           14.57   (f) ADJUSTED    1 2
 KV1007
 KV1007.Superseded values are not recommended for survey control.
 KV1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1007.See file dsdata.txt to determine how the superseded data were derived.
 KV1007
 KV1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK040328(NAD 83)
 KV1007_MARKER: DB = BENCH MARK DISK
 KV1007_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV1007_SP_SET: CONCRETE SEMAPHORE BASE
 KV1007_STAMPING: A 3 1924 14.573
 KV1007_MARK LOGO: CGS   
 KV1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1007+STABILITY: SURFACE MOTION
 KV1007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1007+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1991
 KV1007
 KV1007  HISTORY     - Date     Condition        Report By
 KV1007  HISTORY     - 1924     MONUMENTED       CGS
 KV1007  HISTORY     - 1956     GOOD             CGS
 KV1007  HISTORY     - 1984     GOOD             NJGS
 KV1007  HISTORY     - 19910625 GOOD             NJGS
 KV1007
 KV1007                          STATION DESCRIPTION
 KV1007
 KV1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1007'AT DELANCO.
 KV1007'AT DELANCO, ALONG THE PENNSYLVANIA RAILROAD, 6 3/4 RAILS
 KV1007'SOUTHWEST OF THE SOUTHWEST END OF THE STATION, ON TOP OF THE
 KV1007'SOUTH CORNER OF A SEMAPHORE BASE, 45.8 FEET SOUTHWEST OF THE
 KV1007'SOUTHWEST END OF THE STATION PLATFORM, 6.4 FEET NORTHWEST OF THE
 KV1007'NORTHWEST RAIL, 0.6 FOOT LOWER THAN THE TOP OF THE SEMAPHORE BASE
 KV1007'AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.  NOTE-- IT APPEARS AS
 KV1007'THOUGH THE SEMAPHORE BASE WAS RAISED 0.6 FOOT BUT THE SOUTH
 KV1007'CORNER WAS LEFT OFF TO PRESERVE THE MARK.
 KV1007
 KV1007                          STATION RECOVERY (1984)
 KV1007
 KV1007'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1984
 KV1007'TRAIN STATION IS NOW GONE. MARK IS IN FRONT OF (SOUTH-SOUTHEAST) OF
 KV1007'HOUSE 600 PENNSYLVANIA AVENUE, 70 AND 80 FEET EASTERLY FROM
 KV1007'CENTERLINE OF UNION AVENUE.
 KV1007
 KV1007                          STATION RECOVERY (1991)
 KV1007
 KV1007'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV1007'THE STATION IS LOCATED IN DELANCO TOWNSHIP IN BURLINGTON COUNTY ALONG
 KV1007'THE CONRAIL RAILROAD TRACK.  TO REACH THE STATION FROM THE
 KV1007'INTERSECTION OF THE RAILROAD GRADE CROSSING AND COOPER AVENUE, GO
 KV1007'0.25 MI (0.40 KM) NORTHEAST ALONG THE RAILROAD TRACK TO THE STATION
 KV1007'ON THE RIGHT, SET IN THE TOP OF THE SOUTHEAST CORNER OF A 3 FOOT BY 3
 KV1007'FOOT CONCRETE BASE OF A FORMER SEMAPHORE TOWER.  THE STATION IS 140
 KV1007'FT (42.7 M) NORTHEAST FROM THE RAILROAD GRADE CROSSING AT THE
 KV1007'VICINITY OF PENNSYLVANIA AVENUE AND UNION AVENUE, 6.4 FT (2.0 M)
 KV1007'NORTHWEST FROM THE NORTHWEST RAIL, 0.6 FT (0.2 M) LOWER THAN THE TOP
 KV1007'OF THE CONCRETE BASE, ABOUT 1.9 FT (0.6 M) LOWER THAN THE TRACK AND
 KV1007'IS SOUTHEAST FROM HOUSE NUMBER 600 PENNSYLVANIA AVENUE.  THE RAILROAD
 KV1007'STATION MENTIONED IN THE ORIGINAL DESCRIPTION IS LONGER IN EXISTENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1338 ***********************************************************************
 KV1338  DESIGNATION -  A 30
 KV1338  PID         -  KV1338
 KV1338  STATE/COUNTY-  NJ/HUNTERDON
 KV1338  USGS QUAD   -  CALIFON (1970)
 KV1338
 KV1338                         *CURRENT SURVEY CONTROL
 KV1338  ___________________________________________________________________
 KV1338* NAD 83(1986)-  40 43 32.     (N)    074 46 31.     (W)     SCALED    
 KV1338* NAVD 88     -       231.996  (meters)     761.14   (feet)  ADJUSTED  
 KV1338  ___________________________________________________________________
 KV1338  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KV1338  DYNAMIC HT  -         231.888 (meters)     760.79  (feet)  COMP
 KV1338  MODELED GRAV-     980,155.6   (mgal)                       NAVD 88
 KV1338
 KV1338  VERT ORDER  -  SECOND    CLASS 0
 KV1338
 KV1338.The horizontal coordinates were scaled from a topographic map and have
 KV1338.an estimated accuracy of +/- 6 seconds.
 KV1338
 KV1338.The orthometric height was determined by differential leveling
 KV1338.and adjusted by the National Geodetic Survey in June 1991..
 KV1338
 KV1338.The geoid height was determined by GEOID03.
 KV1338
 KV1338.The dynamic height is computed by dividing the NAVD 88
 KV1338.geopotential number by the normal gravity value computed on the
 KV1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1338.degrees latitude (g = 980.6199 gals.).
 KV1338
 KV1338.The modeled gravity was interpolated from observed gravity values.
 KV1338
 KV1338;                    North         East    Units  Estimated Accuracy
 KV1338;SPC NJ       -   210,110.      126,750.      MT  (+/- 180 meters Scaled)
 KV1338
 KV1338                          SUPERSEDED SURVEY CONTROL
 KV1338
 KV1338  NGVD 29 (??/??/??)  232.232  (m)          761.91   (f) ADJUSTED    2 0
 KV1338
 KV1338.Superseded values are not recommended for survey control.
 KV1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1338.See file dsdata.txt to determine how the superseded data were derived.
 KV1338
 KV1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL189083(NAD 83)
 KV1338_MARKER: DB = BENCH MARK DISK
 KV1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1338_STAMPING: A 30 1942
 KV1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1338+STABILITY: SURFACE MOTION
 KV1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1338+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2006
 KV1338
 KV1338  HISTORY     - Date     Condition        Report By
 KV1338  HISTORY     - 1942     MONUMENTED       CGS
 KV1338  HISTORY     - 20010331 GOOD             NGS
 KV1338  HISTORY     - 20060111 GOOD             AASCO
 KV1338
 KV1338                          STATION DESCRIPTION
 KV1338
 KV1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1338'3.8 MI S FROM CALIFON.
 KV1338'3.8 MILES EAST ALONG A MACADAM ROAD FROM THE CENTRAL RAILROAD
 KV1338'OF NEW JERSEY STATION AT CALIFON, HUNTERDON COUNTY, 300 FEET
 KV1338'SOUTHEAST OF A ROAD JUNCTION, 35.3 FEET NORTHEAST OF THE NORTHEAST
 KV1338'CORNER OF THE FAIRMOUNT METHODIST CHURCH, 27.3 FEET SOUTH OF THE
 KV1338'CENTERLINE OF THE ROAD, 6.7 FEET WEST OF A MAPLE TREE, AND
 KV1338'ABOUT 3 FEET HIGHER THAN THE ROAD.
 KV1338
 KV1338                          STATION RECOVERY (2001)
 KV1338
 KV1338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1338'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV1338
 KV1338                          STATION RECOVERY (2006)
 KV1338
 KV1338'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV1338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0844 ***********************************************************************
 LY0844  DESIGNATION -  A 31
 LY0844  PID         -  LY0844
 LY0844  STATE/COUNTY-  NJ/SUSSEX
 LY0844  USGS QUAD   -  PORT JERVIS SOUTH (1983)
 LY0844
 LY0844                         *CURRENT SURVEY CONTROL
 LY0844  ___________________________________________________________________
 LY0844* NAD 83(1986)-  41 15 55.     (N)    074 38 32.     (W)     SCALED    
 LY0844* NAVD 88     -       206.366  (meters)     677.05   (feet)  ADJUSTED  
 LY0844  ___________________________________________________________________
 LY0844  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LY0844  DYNAMIC HT  -         206.278 (meters)     676.76  (feet)  COMP
 LY0844  MODELED GRAV-     980,195.6   (mgal)                       NAVD 88
 LY0844
 LY0844  VERT ORDER  -  SECOND    CLASS 0
 LY0844
 LY0844.The horizontal coordinates were scaled from a topographic map and have
 LY0844.an estimated accuracy of +/- 6 seconds.
 LY0844
 LY0844.The orthometric height was determined by differential leveling
 LY0844.and adjusted by the National Geodetic Survey in June 1991..
 LY0844
 LY0844.The geoid height was determined by GEOID03.
 LY0844
 LY0844.The dynamic height is computed by dividing the NAVD 88
 LY0844.geopotential number by the normal gravity value computed on the
 LY0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0844.degrees latitude (g = 980.6199 gals.).
 LY0844
 LY0844.The modeled gravity was interpolated from observed gravity values.
 LY0844
 LY0844;                    North         East    Units  Estimated Accuracy
 LY0844;SPC NJ       -   270,020.      138,080.      MT  (+/- 180 meters Scaled)
 LY0844
 LY0844                          SUPERSEDED SURVEY CONTROL
 LY0844
 LY0844  NGVD 29 (??/??/92)  206.549  (m)          677.65   (f) ADJ UNCH    2 0
 LY0844
 LY0844.Superseded values are not recommended for survey control.
 LY0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0844.See file dsdata.txt to determine how the superseded data were derived.
 LY0844
 LY0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL299682(NAD 83)
 LY0844_MARKER: DB = BENCH MARK DISK
 LY0844_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0844_SP_SET: BRIDGE
 LY0844_STAMPING: A 31 1942
 LY0844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0844
 LY0844  HISTORY     - Date     Condition        Report By
 LY0844  HISTORY     - 1942     MONUMENTED       CGS
 LY0844  HISTORY     - 20050101 MARK NOT FOUND   GEOCAC
 LY0844
 LY0844                          STATION DESCRIPTION
 LY0844
 LY0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0844'1.1 MI SE FROM COLESVILLE.
 LY0844'1.1 MILE SOUTHEAST ALONG STATE HIGHWAY 23 FROM THE POST OFFICE AT
 LY0844'COLESVILLE, SUSSEX COUNTY, AT A BRIDGE OVER CLOVE BROOK, IN THE
 LY0844'TOP OF THE NORTHEAST CONCRETE WING WALL, 16 FEET NORTHEAST OF THE
 LY0844'CENTERLINE OF THE HIGHWAY, AND ABOUT 2.5 FEET LOWER THAN THE
 LY0844'HIGHWAY.
 LY0844
 LY0844                          STATION RECOVERY (2005)
 LY0844
 LY0844'RECOVERY NOTE BY GEOCACHING 2005 (JRI)
 LY0844'THE BRIDGE AT THE LOCATION BEARS THE DATE 1954.  THE STATION WAS
 LY0844'SEARCHED FOR BY EXAMINING THE WING WALLS FROM THE DECK OF THE BRIDGE
 LY0844'AND WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0489 ***********************************************************************
 LY0489  DESIGNATION -  A 32
 LY0489  PID         -  LY0489
 LY0489  STATE/COUNTY-  NJ/PASSAIC
 LY0489  USGS QUAD   -  WAWAYANDA (1994)
 LY0489
 LY0489                         *CURRENT SURVEY CONTROL
 LY0489  ___________________________________________________________________
 LY0489* NAD 83(1986)-  41 09 31.     (N)    074 24 58.     (W)     SCALED    
 LY0489* NAVD 88     -       375.139  (meters)    1230.77   (feet)  ADJUSTED  
 LY0489  ___________________________________________________________________
 LY0489  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 LY0489  DYNAMIC HT  -         374.969 (meters)    1230.21  (feet)  COMP
 LY0489  MODELED GRAV-     980,160.4   (mgal)                       NAVD 88
 LY0489
 LY0489  VERT ORDER  -  SECOND    CLASS 0
 LY0489
 LY0489.The horizontal coordinates were scaled from a topographic map and have
 LY0489.an estimated accuracy of +/- 6 seconds.
 LY0489
 LY0489.The orthometric height was determined by differential leveling
 LY0489.and adjusted by the National Geodetic Survey in June 1991..
 LY0489
 LY0489.The geoid height was determined by GEOID03.
 LY0489
 LY0489.The dynamic height is computed by dividing the NAVD 88
 LY0489.geopotential number by the normal gravity value computed on the
 LY0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0489.degrees latitude (g = 980.6199 gals.).
 LY0489
 LY0489.The modeled gravity was interpolated from observed gravity values.
 LY0489
 LY0489;                    North         East    Units  Estimated Accuracy
 LY0489;SPC NJ       -   258,160.      157,040.      MT  (+/- 180 meters Scaled)
 LY0489
 LY0489                          SUPERSEDED SURVEY CONTROL
 LY0489
 LY0489  NGVD 29 (??/??/92)  375.345  (m)         1231.44   (f) ADJ UNCH    2 0
 LY0489
 LY0489.Superseded values are not recommended for survey control.
 LY0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0489.See file dsdata.txt to determine how the superseded data were derived.
 LY0489
 LY0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL489565(NAD 83)
 LY0489_MARKER: DB = BENCH MARK DISK
 LY0489_SETTING: 66 = SET IN ROCK OUTCROP
 LY0489_SP_SET: ROCK OUTCROP
 LY0489_STAMPING: A 32 1942
 LY0489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0489+STABILITY: POSITION/ELEVATION WELL
 LY0489
 LY0489  HISTORY     - Date     Condition        Report By
 LY0489  HISTORY     - 1942     MONUMENTED       CGS
 LY0489  HISTORY     - 1954     MARK NOT FOUND   NGS
 LY0489
 LY0489                          STATION DESCRIPTION
 LY0489
 LY0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0489'5.4 MI W FROM BROWNS.
 LY0489'ABOUT 4.1 MILES WEST ALONG A SURFACED ROAD FROM THE POST OFFICE
 LY0489'AT BROWNS, THENCE ABOUT 1.3 MILES WEST ALONG A GRAVEL COUNTRY
 LY0489'ROAD, 70 FEET SOUTH OF A 10-INCH OAK TREE WITH A TRIANGLE
 LY0489'BLAZE, 28 FEET NORTHEAST OF AN 8-INCH OAK TREE WITH A TRIANGLE
 LY0489'BLAZE, 5.5 EAST OF THE CENTER LINE OF THE COUNTRY ROAD, A
 LY0489'STANDARD DISK SET IN A ROCK OUTCROP ABOUT LEVEL WITH THE ROAD.
 LY0489
 LY0489                          STATION RECOVERY (1954)
 LY0489
 LY0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 LY0489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0539 ***********************************************************************
 LY0539  DESIGNATION -  A 33
 LY0539  PID         -  LY0539
 LY0539  STATE/COUNTY-  NJ/PASSAIC
 LY0539  USGS QUAD   -  GREENWOOD LAKE (1954)
 LY0539
 LY0539                         *CURRENT SURVEY CONTROL
 LY0539  ___________________________________________________________________
 LY0539* NAD 83(1986)-  41 11 10.     (N)    074 19 53.     (W)     SCALED    
 LY0539* NAVD 88     -       190.896  (meters)     626.30   (feet)  ADJUSTED  
 LY0539  ___________________________________________________________________
 LY0539  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 LY0539  DYNAMIC HT  -         190.814 (meters)     626.03  (feet)  COMP
 LY0539  MODELED GRAV-     980,191.1   (mgal)                       NAVD 88
 LY0539
 LY0539  VERT ORDER  -  SECOND    CLASS 0
 LY0539
 LY0539.The horizontal coordinates were scaled from a topographic map and have
 LY0539.an estimated accuracy of +/- 6 seconds.
 LY0539
 LY0539.The orthometric height was determined by differential leveling
 LY0539.and adjusted by the National Geodetic Survey in June 1991..
 LY0539
 LY0539.The geoid height was determined by GEOID03.
 LY0539
 LY0539.The dynamic height is computed by dividing the NAVD 88
 LY0539.geopotential number by the normal gravity value computed on the
 LY0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0539.degrees latitude (g = 980.6199 gals.).
 LY0539
 LY0539.The modeled gravity was interpolated from observed gravity values.
 LY0539
 LY0539;                    North         East    Units  Estimated Accuracy
 LY0539;SPC NJ       -   261,230.      164,150.      MT  (+/- 180 meters Scaled)
 LY0539
 LY0539                          SUPERSEDED SURVEY CONTROL
 LY0539
 LY0539  NGVD 29 (??/??/92)  191.121  (m)          627.04   (f) ADJ UNCH    2 0
 LY0539
 LY0539.Superseded values are not recommended for survey control.
 LY0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0539.See file dsdata.txt to determine how the superseded data were derived.
 LY0539
 LY0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL560596(NAD 83)
 LY0539_MARKER: DB = BENCH MARK DISK
 LY0539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0539_SP_SET: BRIDGE FLOOR
 LY0539_STAMPING: A 33 1942
 LY0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0539
 LY0539  HISTORY     - Date     Condition        Report By
 LY0539  HISTORY     - 1942     MONUMENTED       CGS
 LY0539  HISTORY     - 1979     MARK NOT FOUND   NGS
 LY0539
 LY0539                          STATION DESCRIPTION
 LY0539
 LY0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0539'3 MI NE FROM BROWNS.
 LY0539'3.0 MILES NORTHEAST ALONG STATE HIGHWAY 532 FROM THE POST OFFICE
 LY0539'AT BROWNS, PASSAIC COUNTY, 102 FEET SOUTHWEST OF THE NEW
 LY0539'JERSEY-NEW YORK STATE LINE, AT A CONCRETE BRIDGE, IN THE TOP
 LY0539'OF THE WEST CORNER OF THE CONCRETE FLOOR, 16 FEET NORTHWEST OF
 LY0539'THE CENTERLINE OF THE HIGHWAY, AND 8.6 FEET NORTHEAST OF THE
 LY0539'SOUTHWEST END OF THE NORTHWEST GUARD WALL.
 LY0539
 LY0539                          STATION RECOVERY (1979)
 LY0539
 LY0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0832 ***********************************************************************
 LY0832  DESIGNATION -  A 34
 LY0832  PID         -  LY0832
 LY0832  STATE/COUNTY-  NJ/SUSSEX
 LY0832  USGS QUAD   -  HAMBURG (1976)
 LY0832
 LY0832                         *CURRENT SURVEY CONTROL
 LY0832  ___________________________________________________________________
 LY0832* NAD 83(1986)-  41 11 38.     (N)    074 37 17.     (W)     SCALED    
 LY0832* NAVD 88     -       124.288  (meters)     407.77   (feet)  ADJUSTED  
 LY0832  ___________________________________________________________________
 LY0832  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LY0832  DYNAMIC HT  -         124.237 (meters)     407.60  (feet)  COMP
 LY0832  MODELED GRAV-     980,207.8   (mgal)                       NAVD 88
 LY0832
 LY0832  VERT ORDER  -  SECOND    CLASS 0
 LY0832
 LY0832.The horizontal coordinates were scaled from a topographic map and have
 LY0832.an estimated accuracy of +/- 6 seconds.
 LY0832
 LY0832.The orthometric height was determined by differential leveling
 LY0832.and adjusted by the National Geodetic Survey in June 1991..
 LY0832
 LY0832.The geoid height was determined by GEOID03.
 LY0832
 LY0832.The dynamic height is computed by dividing the NAVD 88
 LY0832.geopotential number by the normal gravity value computed on the
 LY0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0832.degrees latitude (g = 980.6199 gals.).
 LY0832
 LY0832.The modeled gravity was interpolated from observed gravity values.
 LY0832
 LY0832;                    North         East    Units  Estimated Accuracy
 LY0832;SPC NJ       -   262,090.      139,820.      MT  (+/- 180 meters Scaled)
 LY0832
 LY0832                          SUPERSEDED SURVEY CONTROL
 LY0832
 LY0832  NGVD 29 (??/??/92)  124.487  (m)          408.42   (f) ADJ UNCH    2 0
 LY0832
 LY0832.Superseded values are not recommended for survey control.
 LY0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0832.See file dsdata.txt to determine how the superseded data were derived.
 LY0832
 LY0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL317603(NAD 83)
 LY0832_MARKER: DB = BENCH MARK DISK
 LY0832_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0832_SP_SET: BRIDGE
 LY0832_STAMPING: A 34 1942
 LY0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0832
 LY0832  HISTORY     - Date     Condition        Report By
 LY0832  HISTORY     - 1942     MONUMENTED       CGS
 LY0832  HISTORY     - 20060723 GOOD             GEOCAC
 LY0832
 LY0832                          STATION DESCRIPTION
 LY0832
 LY0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0832'2 MI SW FROM SUSSEX.
 LY0832'0.7 MILE SOUTHEAST ALONG THE NEW YORK, SUSQUEHANNA AND
 LY0832'WESTERN RAILROAD FROM THE STATION AT SUSSEX, THENCE 1.3 MILES
 LY0832'SOUTHWEST ALONG THE LEHIGH AND NEW ENGLAND RAILROAD, AT A BLACK
 LY0832'TOP ROAD CROSSING, AT A STEEL AND CONCRETE BRIDGE UNDER THE
 LY0832'ROAD.  A STANDARD DISK, SET IN THE TOP OF THE SOUTHWEST END
 LY0832'OF THE SOUTHEAST ABUTMENT, 36.2 FEET NORTHWEST OF THE NORTHWEST
 LY0832'RAIL OF THE TRACK, AND 14 FEET SOUTHWEST OF THE CENTER LINE OF
 LY0832'THE ROAD.
 LY0832
 LY0832                          STATION RECOVERY (2006)
 LY0832
 LY0832'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0832'FOUND AS DESCRIBED.  ON TOP OF SOUTHWEST END OF SOUTHEAST ABUTMENT OF
 LY0832'BRIGE ON CR 565 OVER PAPAKATING CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0789 ***********************************************************************
 LY0789  DESIGNATION -  A 35
 LY0789  PID         -  LY0789
 LY0789  STATE/COUNTY-  NJ/SUSSEX
 LY0789  USGS QUAD   -  CULVERS GAP (1997)
 LY0789
 LY0789                         *CURRENT SURVEY CONTROL
 LY0789  ___________________________________________________________________
 LY0789* NAD 83(1986)-  41 13 12.     (N)    074 49 49.     (W)     SCALED    
 LY0789* NAVD 88     -       187.967  (meters)     616.69   (feet)  ADJUSTED  
 LY0789  ___________________________________________________________________
 LY0789  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LY0789  DYNAMIC HT  -         187.888 (meters)     616.43  (feet)  COMP
 LY0789  MODELED GRAV-     980,199.9   (mgal)                       NAVD 88
 LY0789
 LY0789  VERT ORDER  -  SECOND    CLASS 0
 LY0789
 LY0789.The horizontal coordinates were scaled from a topographic map and have
 LY0789.an estimated accuracy of +/- 6 seconds.
 LY0789
 LY0789.The orthometric height was determined by differential leveling
 LY0789.and adjusted by the National Geodetic Survey in June 1991..
 LY0789
 LY0789.The geoid height was determined by GEOID03.
 LY0789
 LY0789.The dynamic height is computed by dividing the NAVD 88
 LY0789.geopotential number by the normal gravity value computed on the
 LY0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0789.degrees latitude (g = 980.6199 gals.).
 LY0789
 LY0789.The modeled gravity was interpolated from observed gravity values.
 LY0789
 LY0789;                    North         East    Units  Estimated Accuracy
 LY0789;SPC NJ       -   265,030.      122,310.      MT  (+/- 180 meters Scaled)
 LY0789
 LY0789                          SUPERSEDED SURVEY CONTROL
 LY0789
 LY0789  NGVD 29 (??/??/92)  188.154  (m)          617.30   (f) ADJ UNCH    2 0
 LY0789
 LY0789.Superseded values are not recommended for survey control.
 LY0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0789.See file dsdata.txt to determine how the superseded data were derived.
 LY0789
 LY0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL142631(NAD 83)
 LY0789_MARKER: DB = BENCH MARK DISK
 LY0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0789_STAMPING: A 35 1942
 LY0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0789+STABILITY: SURFACE MOTION
 LY0789
 LY0789  HISTORY     - Date     Condition        Report By
 LY0789  HISTORY     - 1942     MONUMENTED       CGS
 LY0789  HISTORY     - 1950     GOOD             LOCENG
 LY0789  HISTORY     - 19950110 MARK NOT FOUND   NJGS
 LY0789
 LY0789                          STATION DESCRIPTION
 LY0789
 LY0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0789'0.4 MI N FROM LAYTON.
 LY0789'0.4 MILE NORTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT
 LY0789'LAYTON, AT AN INTERSECTION OF THE BLACK TOP ROAD AND A GRAVEL
 LY0789'ROAD LEADING WEST, 17 FEET NORTH OF THE CENTER LINE OF THE GRAVEL
 LY0789'ROAD, 32 FEET WEST OF THE CENTER LINE OF THE BLACK TOP ROAD, 13
 LY0789'FEET SOUTHWEST OF POWER LINE POLE NO. SD 408, 6 FEET WEST OF
 LY0789'THE RIGHT-OF-WAY FENCE, AND 1 FOOT EAST OF A STANDARD REFERENCE
 LY0789'POST.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 LY0789
 LY0789                          STATION RECOVERY (1950)
 LY0789
 LY0789'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950
 LY0789'RECOVERED IN GOOD CONDITION.
 LY0789
 LY0789                          STATION RECOVERY (1995)
 LY0789
 LY0789'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0789'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 LY0789'SEARCH BY A TWO MAN PARTY.  THE TIES FALL IN THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0780 ***********************************************************************
 KV0780  DESIGNATION -  A 37
 KV0780  PID         -  KV0780
 KV0780  STATE/COUNTY-  NJ/MIDDLESEX
 KV0780  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0780
 KV0780                         *CURRENT SURVEY CONTROL
 KV0780  ___________________________________________________________________
 KV0780* NAD 83(1986)-  40 29 04.     (N)    074 16 47.     (W)     SCALED    
 KV0780* NAVD 88     -         6.921  (meters)      22.71   (feet)  ADJUSTED  
 KV0780  ___________________________________________________________________
 KV0780  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KV0780  DYNAMIC HT  -           6.918 (meters)      22.70  (feet)  COMP
 KV0780  MODELED GRAV-     980,217.0   (mgal)                       NAVD 88
 KV0780  OBS GRAVITY -     980,217.2   (mgal)                       GRAV_OBS
 KV0780
 KV0780  VERT ORDER  -  FIRST     CLASS I
 KV0780
 KV0780.The horizontal coordinates were scaled from a topographic map and have
 KV0780.an estimated accuracy of +/- 6 seconds.
 KV0780
 KV0780.The orthometric height was determined by differential leveling
 KV0780.and adjusted by the National Geodetic Survey in June 1991..
 KV0780
 KV0780.The geoid height was determined by GEOID03.
 KV0780
 KV0780.The dynamic height is computed by dividing the NAVD 88
 KV0780.geopotential number by the normal gravity value computed on the
 KV0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0780.degrees latitude (g = 980.6199 gals.).
 KV0780
 KV0780.The modeled gravity was interpolated from observed gravity values.
 KV0780.The observed gravity was obtained from relative gravimeter ties
 KV0780.to the IGSN71 gravity network.
 KV0780
 KV0780;                    North         East    Units  Estimated Accuracy
 KV0780;SPC NJ       -   183,330.      168,680.      MT  (+/- 180 meters Scaled)
 KV0780
 KV0780                          SUPERSEDED SURVEY CONTROL
 KV0780
 KV0780  NGVD 29 (04/16/92)    7.220  (m)           23.69   (f) ADJUSTED    1 1
 KV0780
 KV0780.Superseded values are not recommended for survey control.
 KV0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0780.See file dsdata.txt to determine how the superseded data were derived.
 KV0780
 KV0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK610817(NAD 83)
 KV0780_MARKER: DB = BENCH MARK DISK
 KV0780_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0780_SP_SET: TRAIN STATION WALL
 KV0780_STAMPING: A 37 1952
 KV0780_MARK LOGO: CGS   
 KV0780_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0780+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2001
 KV0780
 KV0780  HISTORY     - Date     Condition        Report By
 KV0780  HISTORY     - 1952     MONUMENTED       CGS
 KV0780  HISTORY     - 1961     GOOD             CGS
 KV0780  HISTORY     - 1974     GOOD             NGS
 KV0780  HISTORY     - 1978     GOOD             NGS
 KV0780  HISTORY     - 1979     GOOD             NGS
 KV0780  HISTORY     - 1980     GOOD             LOCSUR
 KV0780  HISTORY     - 19980520 GOOD             NJGS
 KV0780  HISTORY     - 20010317 GOOD             PORANY
 KV0780
 KV0780                          STATION DESCRIPTION
 KV0780
 KV0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0780'AT SOUTH AMBOY.
 KV0780'AT SOUTH AMBOY, AT THE NEW YORK AND LONG BRANCH RAILROAD, SET
 KV0780'VERTICALLY IN THE NORTHWEST FACE, AT THE NORTH CORNER OF STATION
 KV0780'BUILDING, 1 FOOT SOUTHWEST OF NORTH CORNER OF BUILDING, 35 FEET
 KV0780'NORTHEAST OF NORTHEAST RAIL AND ABOUT 2 FEET ABOVE GROUND.
 KV0780
 KV0780                          STATION RECOVERY (1974)
 KV0780
 KV0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0780'RECOVERED IN GOOD CONDITION.
 KV0780
 KV0780                          STATION RECOVERY (1978)
 KV0780
 KV0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0780'RECOVERED IN GOOD CONDITION.
 KV0780
 KV0780                          STATION RECOVERY (1979)
 KV0780
 KV0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0780'RECOVERED IN GOOD CONDITION.
 KV0780
 KV0780                          STATION RECOVERY (1980)
 KV0780
 KV0780'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 KV0780'RECOVERED IN GOOD CONDITION.
 KV0780
 KV0780                          STATION RECOVERY (1998)
 KV0780
 KV0780'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV0780'RECOVERED AS DESCRIBED.
 KV0780
 KV0780                          STATION RECOVERY (2001)
 KV0780
 KV0780'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV0780'TRAIN STATION NOW OWNED BY NEW JERSEY TRANSIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3540 ***********************************************************************
 KV3540  DESIGNATION -  A 38 RESET 1982
 KV3540  PID         -  KV3540
 KV3540  STATE/COUNTY-  NJ/ESSEX
 KV3540  USGS QUAD   -  ELIZABETH (1995)
 KV3540
 KV3540                         *CURRENT SURVEY CONTROL
 KV3540  ___________________________________________________________________
 KV3540* NAD 83(1986)-  40 42 45.     (N)    074 07 49.     (W)     SCALED    
 KV3540* NAVD 88     -         4.92   (meters)      16.1    (feet)  RESET     
 KV3540  ___________________________________________________________________
 KV3540  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KV3540
 KV3540  VERT ORDER  -  THIRD
 KV3540
 KV3540.The horizontal coordinates were scaled from a topographic map and have
 KV3540.an estimated accuracy of +/- 6 seconds.
 KV3540
 KV3540.The orthometric height was computed from unverified reset data.
 KV3540.No vertical observational check was made to the station.
 KV3540
 KV3540.The geoid height was determined by GEOID03.
 KV3540
 KV3540;                    North         East    Units  Estimated Accuracy
 KV3540;SPC NJ       -   208,690.      181,240.      MT  (+/- 180 meters Scaled)
 KV3540
 KV3540                          SUPERSEDED SURVEY CONTROL
 KV3540
 KV3540  NGVD 29 (01/16/01)    5.26   (m)           17.3    (f) RESET       3  
 KV3540
 KV3540.Superseded values are not recommended for survey control.
 KV3540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3540.See file dsdata.txt to determine how the superseded data were derived.
 KV3540
 KV3540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL734072(NAD 83)
 KV3540_MARKER: DB = BENCH MARK DISK
 KV3540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV3540_SP_SET: CONCRETE SLAB
 KV3540_STAMPING: A 38 RESET 1982
 KV3540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3540+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2006
 KV3540
 KV3540  HISTORY     - Date     Condition        Report By
 KV3540  HISTORY     - 1982     MONUMENTED       NGS
 KV3540  HISTORY     - 20010703 GOOD             LOCENG
 KV3540  HISTORY     - 20060717 GOOD             USGS
 KV3540
 KV3540                          STATION DESCRIPTION
 KV3540
 KV3540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KV3540'IN NEWARK.
 KV3540'1.6 KM (1.0 MI) NORTHEAST ALONG DOREMUS STREET FROM THE CROSSING OF
 KV3540'PORT STREET IN NEWARK, AND AT THE INTERSECTION OF WILSON AVENUE,
 KV3540'IN A SLAB OF CONCRETE AT THE BASE OF THE STEPS LEADING UP TO THE
 KV3540'TOP OF THE PASSAIC VALLEY SEWERAGE COMMISSION EFFLUENT CONTROL
 KV3540'CHAMBER, 150 YARDS EAST OF DOREMUS STREET, 90 YARDS SOUTH OF
 KV3540'WILSON AVENUE, 11.4 METERS (37.5 FEET) WEST OF THE NORTHEAST CORNER
 KV3540'OF THE BUILDING, 9.6 METERS (31.5 FEET) EAST OF THE NORTHEAST
 KV3540'CORNER OF THE BUILDING, 0.3 METER (0.9 FOOT) NORTH OF THE NORTH
 KV3540'FACE OF BUILDING, AND AT THE SOUTHWEST CORNER OF CONCRETE SLAB.
 KV3540
 KV3540                          STATION RECOVERY (2001)
 KV3540
 KV3540'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (AB)
 KV3540'RECOVERED IN GOOD CONDITION.
 KV3540
 KV3540                          STATION RECOVERY (2006)
 KV3540
 KV3540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KMH)
 KV3540'DISK SET IN 4'X4'X4/5IN CONCRETE PAD FOR STAIR LANDING.  SOME MOVEMENT
 KV3540'INDICATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU0004 ***********************************************************************
 HU0004  DESIGNATION -  A 39
 HU0004  PID         -  HU0004
 HU0004  STATE/COUNTY-  NJ/CAPE MAY
 HU0004  USGS QUAD   -  CAPE MAY (1972)
 HU0004
 HU0004                         *CURRENT SURVEY CONTROL
 HU0004  ___________________________________________________________________
 HU0004* NAD 83(1986)-  38 56 06.     (N)    074 55 49.     (W)     SCALED    
 HU0004* NAVD 88     -         2.089  (meters)       6.85   (feet)  ADJUSTED  
 HU0004  ___________________________________________________________________
 HU0004  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU0004  DYNAMIC HT  -           2.088 (meters)       6.85  (feet)  COMP
 HU0004  MODELED GRAV-     980,048.0   (mgal)                       NAVD 88
 HU0004
 HU0004  VERT ORDER  -  FIRST     CLASS II
 HU0004
 HU0004.The horizontal coordinates were scaled from a topographic map and have
 HU0004.an estimated accuracy of +/- 6 seconds.
 HU0004
 HU0004.The orthometric height was determined by differential leveling
 HU0004.and adjusted by the National Geodetic Survey in June 1991..
 HU0004
 HU0004.The geoid height was determined by GEOID03.
 HU0004
 HU0004.The dynamic height is computed by dividing the NAVD 88
 HU0004.geopotential number by the normal gravity value computed on the
 HU0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0004.degrees latitude (g = 980.6199 gals.).
 HU0004
 HU0004.The modeled gravity was interpolated from observed gravity values.
 HU0004
 HU0004;                    North         East    Units  Estimated Accuracy
 HU0004;SPC NJ       -    11,370.      112,700.      MT  (+/- 180 meters Scaled)
 HU0004
 HU0004                          SUPERSEDED SURVEY CONTROL
 HU0004
 HU0004  NGVD 29 (01/10/92)    2.488  (m)            8.16   (f) ADJUSTED    1 2
 HU0004
 HU0004.Superseded values are not recommended for survey control.
 HU0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0004.See file dsdata.txt to determine how the superseded data were derived.
 HU0004
 HU0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ060095(NAD 83)
 HU0004_MARKER: DB = BENCH MARK DISK
 HU0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0004_STAMPING: A 39 1954
 HU0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0004+STABILITY: SURFACE MOTION
 HU0004
 HU0004  HISTORY     - Date     Condition        Report By
 HU0004  HISTORY     - 1954     MONUMENTED       CGS
 HU0004  HISTORY     - 1979     GOOD             NGS
 HU0004  HISTORY     - 19991002 MARK NOT FOUND   USPSQD
 HU0004
 HU0004                          STATION DESCRIPTION
 HU0004
 HU0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HU0004'AT CAPE MAY.
 HU0004'AT CAPE MAY, AT THE NORTHWEST CORNER OF A PARK AT THE
 HU0004'INTERSECTION OF BROADWAY AND MYRTLE AVENUE, 39.5 FEET SOUTH OF THE
 HU0004'SOUTH CURB OF MYRTLE AVENUE, 32.8 FEET WEST OF A FLAGPOLE, 32.5
 HU0004'FEET SOUTHEAST OF A FIRE HYDRANT, 16.3 FEET EAST OF THE EAST CURB
 HU0004'OF BROADWAY.  SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 HU0004'FOOT ABOVE THE GROUND.
 HU0004
 HU0004                          STATION RECOVERY (1979)
 HU0004
 HU0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HU0004'RECOVERED IN GOOD CONDITION.
 HU0004
 HU0004                          STATION RECOVERY (1999)
 HU0004
 HU0004'RECOVERY NOTE BY US POWER SQUADRON 1999
 HU0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0533 ***********************************************************************
 JU0533  DESIGNATION -  A 4
 JU0533  PID         -  JU0533
 JU0533  STATE/COUNTY-  NJ/ATLANTIC
 JU0533  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0533
 JU0533                         *CURRENT SURVEY CONTROL
 JU0533  ___________________________________________________________________
 JU0533* NAD 83(1986)-  39 27 20.     (N)    074 32 49.     (W)     SCALED    
 JU0533* NAVD 88     -         7.555  (meters)      24.79   (feet)  ADJUSTED  
 JU0533  ___________________________________________________________________
 JU0533  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JU0533  DYNAMIC HT  -           7.551 (meters)      24.77  (feet)  COMP
 JU0533  MODELED GRAV-     980,125.3   (mgal)                       NAVD 88
 JU0533
 JU0533  VERT ORDER  -  FIRST     CLASS I
 JU0533
 JU0533.The horizontal coordinates were scaled from a topographic map and have
 JU0533.an estimated accuracy of +/- 6 seconds.
 JU0533
 JU0533.The orthometric height was determined by differential leveling
 JU0533.and adjusted by the National Geodetic Survey in June 1991..
 JU0533
 JU0533.The geoid height was determined by GEOID03.
 JU0533
 JU0533.The dynamic height is computed by dividing the NAVD 88
 JU0533.geopotential number by the normal gravity value computed on the
 JU0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0533.degrees latitude (g = 980.6199 gals.).
 JU0533
 JU0533.The modeled gravity was interpolated from observed gravity values.
 JU0533
 JU0533;                    North         East    Units  Estimated Accuracy
 JU0533;SPC NJ       -    69,070.      145,960.      MT  (+/- 180 meters Scaled)
 JU0533
 JU0533                          SUPERSEDED SURVEY CONTROL
 JU0533
 JU0533  NGVD 29 (??/??/??)    7.938  (m)           26.04   (f) ADJUSTED    1 1
 JU0533
 JU0533.Superseded values are not recommended for survey control.
 JU0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0533.See file dsdata.txt to determine how the superseded data were derived.
 JU0533
 JU0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ389674(NAD 83)
 JU0533_MARKER: DB = BENCH MARK DISK
 JU0533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0533_SP_SET: CULVERT
 JU0533_STAMPING: 26.043 A-4 1924
 JU0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0533
 JU0533  HISTORY     - Date     Condition        Report By
 JU0533  HISTORY     - 1924     MONUMENTED       CGS
 JU0533  HISTORY     - 1964     GOOD             CGS
 JU0533
 JU0533                          STATION DESCRIPTION
 JU0533
 JU0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0533'3.2 MI NW FROM ABSECON.
 JU0533'3.2 MILES NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0533'LINES FROM THE STATION AT ABSECON, AT MILEPOST 49, ABOUT 0.45
 JU0533'MILE NORTHWEST OF THE OVERPASS OF THE GARDEN STATE PARKWAY, SET
 JU0533'ON TOP OF THE NORTHWEST END OF THE NORTHEAST STONE MASONRY
 JU0533'HEAD WALL FOR A CULVERT OVER NORTH BRANCH, 178 FEET SOUTHEAST AND
 JU0533'ACROSS TRACK FROM THE MILEPOST, 16 FEET NORTHEAST OF NORTHEAST
 JU0533'RAIL, AND ABOUT 5 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0694 ***********************************************************************
 LY0694  DESIGNATION -  A 4 1/2
 LY0694  PID         -  LY0694
 LY0694  STATE/COUNTY-  NJ/SUSSEX
 LY0694  USGS QUAD   -  FRANKLIN (1971)
 LY0694
 LY0694                         *CURRENT SURVEY CONTROL
 LY0694  ___________________________________________________________________
 LY0694* NAD 83(1986)-  41 07 05.     (N)    074 35 24.     (W)     SCALED    
 LY0694* NAVD 88     -       189.644  (meters)     622.19   (feet)  ADJUSTED  
 LY0694  ___________________________________________________________________
 LY0694  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LY0694  DYNAMIC HT  -         189.562 (meters)     621.92  (feet)  COMP
 LY0694  MODELED GRAV-     980,187.5   (mgal)                       NAVD 88
 LY0694
 LY0694  VERT ORDER  -  FIRST     CLASS II
 LY0694
 LY0694.The horizontal coordinates were scaled from a topographic map and have
 LY0694.an estimated accuracy of +/- 6 seconds.
 LY0694
 LY0694.The orthometric height was determined by differential leveling
 LY0694.and adjusted by the National Geodetic Survey in June 1991..
 LY0694
 LY0694.The geoid height was determined by GEOID03.
 LY0694
 LY0694.The dynamic height is computed by dividing the NAVD 88
 LY0694.geopotential number by the normal gravity value computed on the
 LY0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0694.degrees latitude (g = 980.6199 gals.).
 LY0694
 LY0694.The modeled gravity was interpolated from observed gravity values.
 LY0694
 LY0694;                    North         East    Units  Estimated Accuracy
 LY0694;SPC NJ       -   253,660.      142,440.      MT  (+/- 180 meters Scaled)
 LY0694
 LY0694                          SUPERSEDED SURVEY CONTROL
 LY0694
 LY0694  NGVD 29 (??/??/92)  189.843  (m)          622.84   (f) ADJ UNCH    1 2
 LY0694
 LY0694.Superseded values are not recommended for survey control.
 LY0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0694.See file dsdata.txt to determine how the superseded data were derived.
 LY0694
 LY0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL344519(NAD 83)
 LY0694_MARKER: R = RIVET
 LY0694_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0694_SP_SET: CURB
 LY0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0694
 LY0694  HISTORY     - Date     Condition        Report By
 LY0694  HISTORY     - UNK      MONUMENTED       NJZINC
 LY0694  HISTORY     - 1934     GOOD             NGS
 LY0694
 LY0694                          STATION DESCRIPTION
 LY0694
 LY0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0694'AT FRANKLIN.
 LY0694'AT FRANKLIN, SUSSEX COUNTY, ON MAIN STREET, ABOUT 500 FEET EAST
 LY0694'OF THE INTERSECTION OF MAIN AND EVANS STREETS, 325 FEET
 LY0694'SOUTHWEST OF THE EXECUTIVE OFFICE OF NEW JERSEY ZINC CO.,
 LY0694'85 FEET SOUTHWEST OF A FIRE HYDRANT, AND IN THE TOP OF THE
 LY0694'SOUTH CURB OF MAIN STREET.  A WROUGHT-IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1652 ***********************************************************************
 KU1652  TIDAL BM    -  This is a Tidal Bench Mark.
 KU1652  DESIGNATION -  A 40
 KU1652  PID         -  KU1652
 KU1652  STATE/COUNTY-  NJ/BERGEN
 KU1652  USGS QUAD   -  CENTRAL PARK (1979)
 KU1652
 KU1652                         *CURRENT SURVEY CONTROL
 KU1652  ___________________________________________________________________
 KU1652* NAD 83(1986)-  40 49 01.     (N)    073 58 51.     (W)     SCALED    
 KU1652* NAVD 88     -         2.425  (meters)       7.96   (feet)  ADJUSTED  
 KU1652  ___________________________________________________________________
 KU1652  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 KU1652  DYNAMIC HT  -           2.424 (meters)       7.95  (feet)  COMP
 KU1652  MODELED GRAV-     980,244.2   (mgal)                       NAVD 88
 KU1652
 KU1652  VERT ORDER  -  SECOND    CLASS 0
 KU1652
 KU1652.The horizontal coordinates were scaled from a topographic map and have
 KU1652.an estimated accuracy of +/- 6 seconds.
 KU1652
 KU1652.The orthometric height was determined by differential leveling
 KU1652.and adjusted by the National Geodetic Survey in June 1991..
 KU1652
 KU1652.This Tidal Bench Mark is designated as VM 2440
 KU1652.by the Center for Operational Oceanographic Products and Services.
 KU1652
 KU1652.The geoid height was determined by GEOID03.
 KU1652
 KU1652.The dynamic height is computed by dividing the NAVD 88
 KU1652.geopotential number by the normal gravity value computed on the
 KU1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1652.degrees latitude (g = 980.6199 gals.).
 KU1652
 KU1652.The modeled gravity was interpolated from observed gravity values.
 KU1652
 KU1652;                    North         East    Units  Estimated Accuracy
 KU1652;SPC NJ       -   220,350.      193,800.      MT  (+/- 180 meters Scaled)
 KU1652
 KU1652                          SUPERSEDED SURVEY CONTROL
 KU1652
 KU1652  NGVD 29 (??/??/92)    2.73   (m)            9.0    (f) COMPUTED    2 0
 KU1652
 KU1652.Superseded values are not recommended for survey control.
 KU1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1652.See file dsdata.txt to determine how the superseded data were derived.
 KU1652
 KU1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL859189(NAD 83)
 KU1652_MARKER: DB = BENCH MARK DISK
 KU1652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1652_SP_SET: RETAINING WALL
 KU1652_STAMPING: A 40 1956
 KU1652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1652
 KU1652  HISTORY     - Date     Condition        Report By
 KU1652  HISTORY     - 1956     MONUMENTED       CGS
 KU1652  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 KU1652  HISTORY     - 19950814 MARK NOT FOUND   USPSQD
 KU1652  HISTORY     - 20021121 MARK NOT FOUND   NJDEP
 KU1652  HISTORY     - 20051226 MARK NOT FOUND   GEOCAC
 KU1652
 KU1652                          STATION DESCRIPTION
 KU1652
 KU1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU1652'AT EDGEWATER.
 KU1652'AT EDGEWATER, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 KU1652'RIVER ROAD AND ARCHER STREET, SET IN TOP OF A 9 BY 12 CONCRETE
 KU1652'FOUNDATION OVER WELL OF A WATER TOWER, IN THE NORTHEAST CORNER OF
 KU1652'FOUNDATION, 52.5 FEET WEST OF THE BRICK OFFICE BUILDING OF THE
 KU1652'ARCHER-DANIELS-MIDLAND COMPANY, 24.4 FEET NORTH OF A CONCRETE
 KU1652'RETAINING WALL, 1.5 FEET ABOVE THE GROUND.
 KU1652
 KU1652                          STATION RECOVERY (1994)
 KU1652
 KU1652'RECOVERY NOTE BY US POWER SQUADRON 1994
 KU1652'MARK NOT FOUND.
 KU1652
 KU1652                          STATION RECOVERY (1995)
 KU1652
 KU1652'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU1652'MARK NOT FOUND.
 KU1652
 KU1652                          STATION RECOVERY (2002)
 KU1652
 KU1652'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2002 (WM)
 KU1652'MARK NOT FOUND.
 KU1652
 KU1652                          STATION RECOVERY (2005)
 KU1652
 KU1652'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KU1652'THE OFFICE BUILDING IS GONE.  THIS IS AN EMPTY LOT.  THE WAER TOWER IS
 KU1652'GONE.  THERE IS NO TRACE OF THE CONCRETE FOUNDATION.  THIS SHOULD BE
 KU1652'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1657 ***********************************************************************
 KU1657  DESIGNATION -  A 41
 KU1657  PID         -  KU1657
 KU1657  STATE/COUNTY-  NJ/BERGEN
 KU1657  USGS QUAD   -  CENTRAL PARK (1979)
 KU1657
 KU1657                         *CURRENT SURVEY CONTROL
 KU1657  ___________________________________________________________________
 KU1657* NAD 83(1986)-  40 49 33.     (N)    073 58 42.     (W)     SCALED    
 KU1657* NAVD 88     -        70.672  (meters)     231.86   (feet)  ADJUSTED  
 KU1657  ___________________________________________________________________
 KU1657  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 KU1657  DYNAMIC HT  -          70.646 (meters)     231.78  (feet)  COMP
 KU1657  MODELED GRAV-     980,244.1   (mgal)                       NAVD 88
 KU1657
 KU1657  VERT ORDER  -  SECOND    CLASS 0
 KU1657
 KU1657.The horizontal coordinates were scaled from a topographic map and have
 KU1657.an estimated accuracy of +/- 6 seconds.
 KU1657
 KU1657.The orthometric height was determined by differential leveling
 KU1657.and adjusted by the National Geodetic Survey in June 1991..
 KU1657
 KU1657.The geoid height was determined by GEOID03.
 KU1657
 KU1657.The dynamic height is computed by dividing the NAVD 88
 KU1657.geopotential number by the normal gravity value computed on the
 KU1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1657.degrees latitude (g = 980.6199 gals.).
 KU1657
 KU1657.The modeled gravity was interpolated from observed gravity values.
 KU1657
 KU1657;                    North         East    Units  Estimated Accuracy
 KU1657;SPC NJ       -   221,340.      194,000.      MT  (+/- 180 meters Scaled)
 KU1657
 KU1657                          SUPERSEDED SURVEY CONTROL
 KU1657
 KU1657  NGVD 29 (??/??/92)   70.98   (m)          232.9    (f) COMPUTED    2 0
 KU1657
 KU1657.Superseded values are not recommended for survey control.
 KU1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1657.See file dsdata.txt to determine how the superseded data were derived.
 KU1657
 KU1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL861199(NAD 83)
 KU1657_MARKER: DB = BENCH MARK DISK
 KU1657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1657_SP_SET: TOWER BASE
 KU1657_STAMPING: A 41 1956
 KU1657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1657
 KU1657  HISTORY     - Date     Condition        Report By
 KU1657  HISTORY     - 1956     MONUMENTED       CGS
 KU1657  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 KU1657  HISTORY     - 19950814 MARK NOT FOUND   USPSQD
 KU1657
 KU1657                          STATION DESCRIPTION
 KU1657
 KU1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU1657'AT PALISADES PARK.
 KU1657'AT PALISADES PARK, AT THE PALISADES AMUSEMENT PARK, ON TOP AND AT
 KU1657'THE NORTHWEST CORNER OF A CONCRETE BASE SUPPORTING THE NORTHWEST
 KU1657'STEEL LEG OF A 370 FOOT HIGH RADIO TOWER NOW OWNED BY THE
 KU1657'ROSECLIFF REALTY COMPANY.
 KU1657
 KU1657                          STATION RECOVERY (1994)
 KU1657
 KU1657'RECOVERY NOTE BY US POWER SQUADRON 1994
 KU1657'MARK NOT FOUND.
 KU1657
 KU1657                          STATION RECOVERY (1995)
 KU1657
 KU1657'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU1657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU0002 ***********************************************************************
 HU0002  TIDAL BM    -  This is a Tidal Bench Mark.
 HU0002  DESIGNATION -  A 5
 HU0002  PID         -  HU0002
 HU0002  STATE/COUNTY-  NJ/CAPE MAY
 HU0002  USGS QUAD   -  CAPE MAY (1972)
 HU0002
 HU0002                         *CURRENT SURVEY CONTROL
 HU0002  ___________________________________________________________________
 HU0002* NAD 83(1986)-  38 55 54.     (N)    074 55 11.     (W)     SCALED    
 HU0002* NAVD 88     -         2.519  (meters)       8.26   (feet)  ADJUSTED  
 HU0002  ___________________________________________________________________
 HU0002  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 HU0002  DYNAMIC HT  -           2.517 (meters)       8.26  (feet)  COMP
 HU0002  MODELED GRAV-     980,047.6   (mgal)                       NAVD 88
 HU0002
 HU0002  VERT ORDER  -  FIRST     CLASS II
 HU0002
 HU0002.The horizontal coordinates were scaled from a topographic map and have
 HU0002.an estimated accuracy of +/- 6 seconds.
 HU0002
 HU0002.The orthometric height was determined by differential leveling
 HU0002.and adjusted by the National Geodetic Survey in June 1991..
 HU0002
 HU0002.This Tidal Bench Mark is designated as VM 15508
 HU0002.by the Center for Operational Oceanographic Products and Services.
 HU0002
 HU0002.The geoid height was determined by GEOID03.
 HU0002
 HU0002.The dynamic height is computed by dividing the NAVD 88
 HU0002.geopotential number by the normal gravity value computed on the
 HU0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0002.degrees latitude (g = 980.6199 gals.).
 HU0002
 HU0002.The modeled gravity was interpolated from observed gravity values.
 HU0002
 HU0002;                    North         East    Units  Estimated Accuracy
 HU0002;SPC NJ       -    11,000.      113,610.      MT  (+/- 180 meters Scaled)
 HU0002
 HU0002                          SUPERSEDED SURVEY CONTROL
 HU0002
 HU0002  NGVD 29 (01/10/92)    2.917  (m)            9.57   (f) ADJUSTED    1 2
 HU0002
 HU0002.Superseded values are not recommended for survey control.
 HU0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0002.See file dsdata.txt to determine how the superseded data were derived.
 HU0002
 HU0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ069091(NAD 83)
 HU0002_MARKER: DB = BENCH MARK DISK
 HU0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0002_STAMPING: 9.514 A 5 1924
 HU0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0002+STABILITY: SURFACE MOTION
 HU0002
 HU0002  HISTORY     - Date     Condition        Report By
 HU0002  HISTORY     - 1924     MONUMENTED       CGS
 HU0002  HISTORY     - 1952     GOOD             CGS
 HU0002  HISTORY     - 1979     GOOD             NGS
 HU0002  HISTORY     - 19991002 MARK NOT FOUND   USPSQD
 HU0002  HISTORY     - 20060915 GOOD             GEOCAC
 HU0002
 HU0002                          STATION DESCRIPTION
 HU0002
 HU0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 HU0002'AT CAPE MAY.
 HU0002'AT CAPE MAY, CAPE MAY COUNTY, AT THE INTERSECTION OF COLUMBIA
 HU0002'AVENUE AND GUERNEY STREET, IN A SMALL TRIANGULAR GRASS PLOT AT THE
 HU0002'SOLDIERS AND SAILORS MONUMENT, 25.8 FEET WEST OF THE MONUMENT, AND
 HU0002'11.2 FEET EAST OF A LAMP POST.  A STANDARD DISK, STAMPED 9.514 A
 HU0002'5 1924 AND SET IN THE TOP OF A CONCRETE POST.
 HU0002
 HU0002                          STATION RECOVERY (1979)
 HU0002
 HU0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HU0002'RECOVERED IN GOOD CONDITION.
 HU0002
 HU0002                          STATION RECOVERY (1999)
 HU0002
 HU0002'RECOVERY NOTE BY US POWER SQUADRON 1999
 HU0002'MARK NOT FOUND.
 HU0002
 HU0002                          STATION RECOVERY (2006)
 HU0002
 HU0002'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU0002'MARK IS ABOUT 2.5 FEET WEST OF A FLAGPOLE AND ON THE EDGE OF THE
 HU0002'CIRCULAR FLOWER BED SURROUNDING THE BASE OF THE POLE. THE CONCRETE
 HU0002'POST IS NOW FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0692 ***********************************************************************
 LY0692  DESIGNATION -  A 5 1/4
 LY0692  PID         -  LY0692
 LY0692  STATE/COUNTY-  NJ/SUSSEX
 LY0692  USGS QUAD   -  FRANKLIN (1971)
 LY0692
 LY0692                         *CURRENT SURVEY CONTROL
 LY0692  ___________________________________________________________________
 LY0692* NAD 83(1986)-  41 07 01.     (N)    074 35 31.     (W)     SCALED    
 LY0692* NAVD 88     -       172.194  (meters)     564.94   (feet)  ADJUSTED  
 LY0692  ___________________________________________________________________
 LY0692  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LY0692  DYNAMIC HT  -         172.119 (meters)     564.69  (feet)  COMP
 LY0692  MODELED GRAV-     980,187.7   (mgal)                       NAVD 88
 LY0692
 LY0692  VERT ORDER  -  FIRST     CLASS II
 LY0692
 LY0692.The horizontal coordinates were scaled from a topographic map and have
 LY0692.an estimated accuracy of +/- 6 seconds.
 LY0692
 LY0692.The orthometric height was determined by differential leveling
 LY0692.and adjusted by the National Geodetic Survey in June 1991..
 LY0692
 LY0692.The geoid height was determined by GEOID03.
 LY0692
 LY0692.The dynamic height is computed by dividing the NAVD 88
 LY0692.geopotential number by the normal gravity value computed on the
 LY0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0692.degrees latitude (g = 980.6199 gals.).
 LY0692
 LY0692.The modeled gravity was interpolated from observed gravity values.
 LY0692
 LY0692;                    North         East    Units  Estimated Accuracy
 LY0692;SPC NJ       -   253,540.      142,280.      MT  (+/- 180 meters Scaled)
 LY0692
 LY0692                          SUPERSEDED SURVEY CONTROL
 LY0692
 LY0692  NGVD 29 (??/??/92)  172.392  (m)          565.59   (f) ADJ UNCH    1 2
 LY0692
 LY0692.Superseded values are not recommended for survey control.
 LY0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0692.See file dsdata.txt to determine how the superseded data were derived.
 LY0692
 LY0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL342518(NAD 83)
 LY0692_MARKER: R = RIVET
 LY0692_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0692_SP_SET: CURB
 LY0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0692
 LY0692  HISTORY     - Date     Condition        Report By
 LY0692  HISTORY     - UNK      MONUMENTED       NJZINC
 LY0692  HISTORY     - 1934     GOOD             NGS
 LY0692
 LY0692                          STATION DESCRIPTION
 LY0692
 LY0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0692'AT FRANKLIN.
 LY0692'AT FRANKLIN, SUSSEX COUNTY, AT THE INTERSECTION OF MAIN AND
 LY0692'CHURCH STREETS, 75 FEET NORTH OF THE FRONT ENTRANCE TO THE
 LY0692'CATHOLIC CHURCH, 2 FEET NORTH OF THE NORTH CURB OF MAIN STREET,
 LY0692'IN FRONT OF THE SIDEWALK LEADING TO THE CHURCH PARISH HALL,
 LY0692'AND IN THE TOP OF THE WEST CURB OF CHURCH STREET.  A BRASS
 LY0692'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0338 ***********************************************************************
 KV0338  DESIGNATION -  A 53
 KV0338  PID         -  KV0338
 KV0338  STATE/COUNTY-  NJ/HUDSON
 KV0338  USGS QUAD   -  JERSEY CITY (1981)
 KV0338
 KV0338                         *CURRENT SURVEY CONTROL
 KV0338  ___________________________________________________________________
 KV0338* NAD 83(1986)-  40 40 52.     (N)    074 06 05.     (W)     SCALED    
 KV0338* NAVD 88     -         8.027  (meters)      26.34   (feet)  ADJUSTED  
 KV0338  ___________________________________________________________________
 KV0338  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KV0338  DYNAMIC HT  -           8.024 (meters)      26.33  (feet)  COMP
 KV0338  MODELED GRAV-     980,236.4   (mgal)                       NAVD 88
 KV0338
 KV0338  VERT ORDER  -  SECOND    CLASS 0
 KV0338
 KV0338.The horizontal coordinates were scaled from a topographic map and have
 KV0338.an estimated accuracy of +/- 6 seconds.
 KV0338
 KV0338.The orthometric height was determined by differential leveling
 KV0338.and adjusted by the National Geodetic Survey in June 1991..
 KV0338
 KV0338.The geoid height was determined by GEOID03.
 KV0338
 KV0338.The dynamic height is computed by dividing the NAVD 88
 KV0338.geopotential number by the normal gravity value computed on the
 KV0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0338.degrees latitude (g = 980.6199 gals.).
 KV0338
 KV0338.The modeled gravity was interpolated from observed gravity values.
 KV0338
 KV0338;                    North         East    Units  Estimated Accuracy
 KV0338;SPC NJ       -   205,220.      183,700.      MT  (+/- 180 meters Scaled)
 KV0338
 KV0338                          SUPERSEDED SURVEY CONTROL
 KV0338
 KV0338  NGVD 29 (04/16/92)    8.369  (m)           27.46   (f) ADJUSTED    2 0
 KV0338
 KV0338.Superseded values are not recommended for survey control.
 KV0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0338.See file dsdata.txt to determine how the superseded data were derived.
 KV0338
 KV0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL759037(NAD 83)
 KV0338_MARKER: DB = BENCH MARK DISK
 KV0338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0338_SP_SET: CRANE FOUNDATION
 KV0338_STAMPING: A 53 1961
 KV0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0338
 KV0338  HISTORY     - Date     Condition        Report By
 KV0338  HISTORY     - 1961     MONUMENTED       CGS
 KV0338
 KV0338                          STATION DESCRIPTION
 KV0338
 KV0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0338'AT BAYONNE.
 KV0338'IN THE YARD OF THE AMERICAN RADIATOR COMPANY WEST OF THE BRICK
 KV0338'BUILDINGS, IN THE TOP CENTER OF THE NORTHWEST FOUNDATION FOR AN
 KV0338'OVERHEAD CRANE, 40 FEET SOUTH SOUTHWEST OF THE NORTH YARD GATE
 KV0338'AND 5 FEET ABOVE THE GROUND LEVEL.  SET IN A DRILL HOLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0850 ***********************************************************************
 KU0850  DESIGNATION -  A 54
 KU0850  PID         -  KU0850
 KU0850  STATE/COUNTY-  NJ/MONMOUTH
 KU0850  USGS QUAD   -  LONG BRANCH (1981)
 KU0850
 KU0850                         *CURRENT SURVEY CONTROL
 KU0850  ___________________________________________________________________
 KU0850* NAD 83(1986)-  40 19 55.     (N)    073 59 18.     (W)     SCALED    
 KU0850* NAVD 88     -         1.561  (meters)       5.12   (feet)  ADJUSTED  
 KU0850  ___________________________________________________________________
 KU0850  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KU0850  DYNAMIC HT  -           1.561 (meters)       5.12  (feet)  COMP
 KU0850  MODELED GRAV-     980,178.6   (mgal)                       NAVD 88
 KU0850
 KU0850  VERT ORDER  -  FIRST     CLASS I
 KU0850
 KU0850.The horizontal coordinates were scaled from a topographic map and have
 KU0850.an estimated accuracy of +/- 6 seconds.
 KU0850
 KU0850.The orthometric height was determined by differential leveling
 KU0850.and adjusted by the National Geodetic Survey in June 1991..
 KU0850
 KU0850.The geoid height was determined by GEOID03.
 KU0850
 KU0850.The dynamic height is computed by dividing the NAVD 88
 KU0850.geopotential number by the normal gravity value computed on the
 KU0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0850.degrees latitude (g = 980.6199 gals.).
 KU0850
 KU0850.The modeled gravity was interpolated from observed gravity values.
 KU0850
 KU0850;                    North         East    Units  Estimated Accuracy
 KU0850;SPC NJ       -   166,500.      193,480.      MT  (+/- 180 meters Scaled)
 KU0850
 KU0850                          SUPERSEDED SURVEY CONTROL
 KU0850
 KU0850  NGVD 29 (04/16/92)    1.884  (m)            6.18   (f) ADJUSTED    1 1
 KU0850
 KU0850.Superseded values are not recommended for survey control.
 KU0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0850.See file dsdata.txt to determine how the superseded data were derived.
 KU0850
 KU0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK859650(NAD 83)
 KU0850_MARKER: DB = BENCH MARK DISK
 KU0850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0850_SP_SET: CULVERT
 KU0850_STAMPING: A 54 1961
 KU0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0850
 KU0850  HISTORY     - Date     Condition        Report By
 KU0850  HISTORY     - 1961     MONUMENTED       CGS
 KU0850  HISTORY     - 1964     GOOD             NGS
 KU0850  HISTORY     - 19920807 MARK NOT FOUND   USPSQD
 KU0850
 KU0850                          STATION DESCRIPTION
 KU0850
 KU0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KU0850'0.4 MI W FROM MONMOUTH BEACH.
 KU0850'0.05 MILE WEST ALONG BEACH ROAD, THENCE 0.4 MILE NORTH AND
 KU0850'WEST ALONG WESLEY AVENUE, AT A 3-WAY INTERSECTION OF SPAULDING
 KU0850'PLACE AND PATTEN AVENUE AND A BLACK TOP ROAD, 20.0 FEET EAST
 KU0850'OF THE CENTER LINE OF PATTEN AVENUE, 17.0 FEET SOUTH OF THE
 KU0850'CENTER LINE WESLEY AVENUE, 7.1 FEET WEST OF POWER LINE POLE
 KU0850'NUMBER 40097, 4.5 FEET NORTH OF STREET SIGN WITH PATTEN AVE.
 KU0850'AND WESLEY AVE. ON NORTH SIDE OF SIGN, 2.0 FEET EAST OF THE WEST
 KU0850'EDGE OF DRAINAGE CULVERT, ABOUT 6 INCHES ABOVE WESLEY AVENUE
 KU0850'AND IS SET IN THE TOP OF A STORM DRAINAGE CULVERT.
 KU0850
 KU0850                          STATION RECOVERY (1992)
 KU0850
 KU0850'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0851 ***********************************************************************
 KU0851  DESIGNATION -  A 54 RESET 1972
 KU0851  PID         -  KU0851
 KU0851  STATE/COUNTY-  NJ/MONMOUTH
 KU0851  USGS QUAD   -  LONG BRANCH (1981)
 KU0851
 KU0851                         *CURRENT SURVEY CONTROL
 KU0851  ___________________________________________________________________
 KU0851* NAD 83(1986)-  40 19 55.     (N)    073 59 18.     (W)     SCALED    
 KU0851* NAVD 88     -         2.77   (meters)       9.1    (feet)  RESET     
 KU0851  ___________________________________________________________________
 KU0851  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KU0851
 KU0851  VERT ORDER  -  THIRD
 KU0851
 KU0851.The horizontal coordinates were scaled from a topographic map and have
 KU0851.an estimated accuracy of +/- 6 seconds.
 KU0851
 KU0851.The orthometric height was computed from unverified reset data.
 KU0851
 KU0851.The geoid height was determined by GEOID03.
 KU0851
 KU0851;                    North         East    Units  Estimated Accuracy
 KU0851;SPC NJ       -   166,500.      193,480.      MT  (+/- 180 meters Scaled)
 KU0851
 KU0851                          SUPERSEDED SURVEY CONTROL
 KU0851
 KU0851  NGVD 29 (??/??/??)    3.14   (m)           10.3    (f) RESET       3  
 KU0851
 KU0851.Superseded values are not recommended for survey control.
 KU0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0851.See file dsdata.txt to determine how the superseded data were derived.
 KU0851
 KU0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK859650(NAD 83)
 KU0851_MARKER: DB = BENCH MARK DISK
 KU0851_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0851_SP_SET: MEDIAN
 KU0851_STAMPING: A 54 RESET 1972
 KU0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0851
 KU0851  HISTORY     - Date     Condition        Report By
 KU0851  HISTORY     - 1972     MONUMENTED       LOCSUR
 KU0851  HISTORY     - 19920807 GOOD             USPSQD
 KU0851
 KU0851                          STATION DESCRIPTION
 KU0851
 KU0851'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 KU0851'0.4 MI NW FROM MONMOUTH.
 KU0851'220 FEET SOUTH ALONG TOCCI AVENUE FROM THE INTERSECTION OF
 KU0851'WESLEY AVENUE, IN FRONT OF HOUSE 32, 70.5 FEET NORTHEAST OF
 KU0851'POWER LINE POLE JC 279, 61.5 FEET SOUTHEAST OF POWER LINE
 KU0851'POLE JC 278, 23.2 FEET EAST OF CONCRETE CURB ON WEST SIDE OF
 KU0851'TOCCI AVENUE AND SET IN THE CENTER OF A SOD MEDIAN.
 KU0851
 KU0851                          STATION RECOVERY (1992)
 KU0851
 KU0851'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0096 ***********************************************************************
 JU0096  DESIGNATION -  A 55
 JU0096  PID         -  JU0096
 JU0096  STATE/COUNTY-  NJ/OCEAN
 JU0096  USGS QUAD   -  TUCKERTON (1995)
 JU0096
 JU0096                         *CURRENT SURVEY CONTROL
 JU0096  ___________________________________________________________________
 JU0096* NAD 83(1986)-  39 36 27.     (N)    074 19 41.     (W)     SCALED    
 JU0096* NAVD 88     -         3.340  (meters)      10.96   (feet)  ADJUSTED  
 JU0096  ___________________________________________________________________
 JU0096  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JU0096  DYNAMIC HT  -           3.339 (meters)      10.95  (feet)  COMP
 JU0096  MODELED GRAV-     980,153.2   (mgal)                       NAVD 88
 JU0096
 JU0096  VERT ORDER  -  FIRST     CLASS I
 JU0096
 JU0096.The horizontal coordinates were scaled from a topographic map and have
 JU0096.an estimated accuracy of +/- 6 seconds.
 JU0096
 JU0096.The orthometric height was determined by differential leveling
 JU0096.and adjusted by the National Geodetic Survey in June 1991..
 JU0096
 JU0096.The geoid height was determined by GEOID03.
 JU0096
 JU0096.The dynamic height is computed by dividing the NAVD 88
 JU0096.geopotential number by the normal gravity value computed on the
 JU0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0096.degrees latitude (g = 980.6199 gals.).
 JU0096
 JU0096.The modeled gravity was interpolated from observed gravity values.
 JU0096
 JU0096;                    North         East    Units  Estimated Accuracy
 JU0096;SPC NJ       -    85,950.      164,770.      MT  (+/- 180 meters Scaled)
 JU0096
 JU0096                          SUPERSEDED SURVEY CONTROL
 JU0096
 JU0096  NGVD 29 (04/16/92)    3.729  (m)           12.23   (f) ADJUSTED    1 1
 JU0096
 JU0096.Superseded values are not recommended for survey control.
 JU0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0096.See file dsdata.txt to determine how the superseded data were derived.
 JU0096
 JU0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ576844(NAD 83)
 JU0096_MARKER: DB = BENCH MARK DISK
 JU0096_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU0096_SP_SET: RETAINING WALL
 JU0096_STAMPING: A 55 1961
 JU0096_MARK LOGO: CGS   
 JU0096_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0096+STABILITY: SURFACE MOTION
 JU0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0096+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 JU0096
 JU0096  HISTORY     - Date     Condition        Report By
 JU0096  HISTORY     - 1961     MONUMENTED       CGS
 JU0096  HISTORY     - 1964     GOOD             CGS
 JU0096  HISTORY     - 1979     GOOD             NGS
 JU0096  HISTORY     - 1983     GOOD             USPSQD
 JU0096  HISTORY     - 1985     GOOD             USPSQD
 JU0096  HISTORY     - 19950201 GOOD             NJGS
 JU0096  HISTORY     - 19951129 GOOD             NJGS
 JU0096  HISTORY     - 19961215 GOOD             USPSQD
 JU0096  HISTORY     - 19981021 GOOD             NJGS
 JU0096  HISTORY     - 20050401 GOOD             INDIV
 JU0096
 JU0096                          STATION DESCRIPTION
 JU0096
 JU0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0096'0.6 MI NE FROM TUCKERTON.
 JU0096'ABOUT 0.6 MILE NORTHEAST ALONG U.S. HIGHWAY 9 FROM THE POST
 JU0096'OFFICE AT TUCKERTON, 0.25 MILE SOUTHWEST OF THE NEW JERSEY NATIONAL
 JU0096'GUARD ARMORY, SET ON TOP OF THE SOUTHWEST END OF THE NORTHWEST
 JU0096'CONCRETE HEAD WALL OF A 3 FOOT BOX CULVERT UNDER THE HIGHWAY,
 JU0096'32 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 51 FEET
 JU0096'SOUTHWEST OF CABLE LINE POLE 959 AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 JU0096'OF THE HIGHWAY.
 JU0096
 JU0096                          STATION RECOVERY (1979)
 JU0096
 JU0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0096'RECOVERED IN GOOD CONDITION.
 JU0096
 JU0096                          STATION RECOVERY (1983)
 JU0096
 JU0096'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU0096'RECOVERED IN GOOD CONDITION.
 JU0096
 JU0096                          STATION RECOVERY (1985)
 JU0096
 JU0096'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0096'RECOVERED IN GOOD CONDITION.
 JU0096
 JU0096                          STATION RECOVERY (1995)
 JU0096
 JU0096'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0096'RECOVERED AS DESCRIBED.
 JU0096
 JU0096                          STATION RECOVERY (1995)
 JU0096
 JU0096'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0096'RECOVERED AS DESCRIBED.
 JU0096
 JU0096                          STATION RECOVERY (1996)
 JU0096
 JU0096'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0096'RECOVERED IN GOOD CONDITION.
 JU0096
 JU0096                          STATION RECOVERY (1998)
 JU0096
 JU0096'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU0096'RECOVERED AS DESCRIBED.
 JU0096
 JU0096                          STATION RECOVERY (2005)
 JU0096
 JU0096'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RAL)
 JU0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0275 ***********************************************************************
 JU0275  DESIGNATION -  A 56
 JU0275  PID         -  JU0275
 JU0275  STATE/COUNTY-  NJ/ATLANTIC
 JU0275  USGS QUAD   -  OCEANVILLE (1989)
 JU0275
 JU0275                         *CURRENT SURVEY CONTROL
 JU0275  ___________________________________________________________________
 JU0275* NAD 83(1986)-  39 29 35.     (N)    074 26 57.     (W)     SCALED    
 JU0275* NAVD 88     -        13.264  (meters)      43.52   (feet)  ADJUSTED  
 JU0275  ___________________________________________________________________
 JU0275  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JU0275  DYNAMIC HT  -          13.257 (meters)      43.49  (feet)  COMP
 JU0275  MODELED GRAV-     980,134.0   (mgal)                       NAVD 88
 JU0275
 JU0275  VERT ORDER  -  FIRST     CLASS II
 JU0275
 JU0275.The horizontal coordinates were scaled from a topographic map and have
 JU0275.an estimated accuracy of +/- 6 seconds.
 JU0275
 JU0275.The orthometric height was determined by differential leveling
 JU0275.and adjusted by the National Geodetic Survey in June 1991..
 JU0275
 JU0275.The geoid height was determined by GEOID03.
 JU0275
 JU0275.The dynamic height is computed by dividing the NAVD 88
 JU0275.geopotential number by the normal gravity value computed on the
 JU0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0275.degrees latitude (g = 980.6199 gals.).
 JU0275
 JU0275.The modeled gravity was interpolated from observed gravity values.
 JU0275
 JU0275;                    North         East    Units  Estimated Accuracy
 JU0275;SPC NJ       -    73,240.      154,370.      MT  (+/- 180 meters Scaled)
 JU0275
 JU0275                          SUPERSEDED SURVEY CONTROL
 JU0275
 JU0275  NGVD 29 (04/16/92)   13.651  (m)           44.79   (f) ADJUSTED    1 2
 JU0275
 JU0275.Superseded values are not recommended for survey control.
 JU0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0275.See file dsdata.txt to determine how the superseded data were derived.
 JU0275
 JU0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ473716(NAD 83)
 JU0275_MARKER: DB = BENCH MARK DISK
 JU0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0275_STAMPING: A 56 1961
 JU0275_MARK LOGO: CGS   
 JU0275_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0275+STABILITY: SURFACE MOTION
 JU0275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0275+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1995
 JU0275
 JU0275  HISTORY     - Date     Condition        Report By
 JU0275  HISTORY     - 1961     MONUMENTED       CGS
 JU0275  HISTORY     - 1979     GOOD             NGS
 JU0275  HISTORY     - 19950316 GOOD             NJGS
 JU0275
 JU0275                          STATION DESCRIPTION
 JU0275
 JU0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0275'0.4 MI E FROM SMITHVILLE.
 JU0275'0.45 MILE EAST ON COUNTY ROAD 561 FROM THE JUNCTION OF U.S.
 JU0275'HIGHWAY 9, 63 FEET EAST OF THE CENTERLINE OF SMITH BOWEN ROAD,
 JU0275'41 FEET NORTHEAST OF A TELEPHONE AND POWER POLE, 28 FEET NORTH
 JU0275'OF THE CENTERLINE OF COUNTY ROAD 561 AND 3 FEET WEST OF A METAL
 JU0275'WITNESS POST.  SET IN A CONCRETE POST PROJECTING 2 INCHES
 JU0275'ABOVE THE GROUND.
 JU0275
 JU0275                          STATION RECOVERY (1979)
 JU0275
 JU0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0275'THE MARK IS 1 FT  N FROM A WITNESS POST.
 JU0275
 JU0275                          STATION RECOVERY (1995)
 JU0275
 JU0275'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0275'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  COUNTY ROAD 561 IS
 JU0275'ALSO KNOWN AS MOSS MILL ROAD AND IS ABOUT 2.8 MI (4.5 KM) SOUTH FROM
 JU0275'THE U.S.  HIGHWAY 9 BRIDGE OVER NACOTE CREEK.  THE TELEPHONE AND POWER
 JU0275'POLE MENTIONED IN THE ORIGINAL DESCRIPTION IS NOW NUMBERED BT 530 35
 JU0275'GA P 8739 AND THE METAL WITNESS POST IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0574 ***********************************************************************
 JU0574  DESIGNATION -  A 57
 JU0574  PID         -  JU0574
 JU0574  STATE/COUNTY-  NJ/ATLANTIC
 JU0574  USGS QUAD   -  EGG HARBOR CITY (1977)
 JU0574
 JU0574                         *CURRENT SURVEY CONTROL
 JU0574  ___________________________________________________________________
 JU0574* NAD 83(1986)-  39 34 00.     (N)    074 42 10.     (W)     SCALED    
 JU0574* NAVD 88     -        23.850  (meters)      78.25   (feet)  ADJUSTED  
 JU0574  ___________________________________________________________________
 JU0574  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 JU0574  DYNAMIC HT  -          23.838 (meters)      78.21  (feet)  COMP
 JU0574  MODELED GRAV-     980,132.4   (mgal)                       NAVD 88
 JU0574
 JU0574  VERT ORDER  -  FIRST     CLASS I
 JU0574
 JU0574.The horizontal coordinates were scaled from a topographic map and have
 JU0574.an estimated accuracy of +/- 6 seconds.
 JU0574
 JU0574.The orthometric height was determined by differential leveling
 JU0574.and adjusted by the National Geodetic Survey in June 1991..
 JU0574
 JU0574.The geoid height was determined by GEOID03.
 JU0574
 JU0574.The dynamic height is computed by dividing the NAVD 88
 JU0574.geopotential number by the normal gravity value computed on the
 JU0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0574.degrees latitude (g = 980.6199 gals.).
 JU0574
 JU0574.The modeled gravity was interpolated from observed gravity values.
 JU0574
 JU0574;                    North         East    Units  Estimated Accuracy
 JU0574;SPC NJ       -    81,430.      132,580.      MT  (+/- 180 meters Scaled)
 JU0574
 JU0574                          SUPERSEDED SURVEY CONTROL
 JU0574
 JU0574  NGVD 29 (??/??/??)   24.223  (m)           79.47   (f) ADJUSTED    1 1
 JU0574
 JU0574.Superseded values are not recommended for survey control.
 JU0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0574.See file dsdata.txt to determine how the superseded data were derived.
 JU0574
 JU0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ255797(NAD 83)
 JU0574_MARKER: DB = BENCH MARK DISK
 JU0574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0574_SP_SET: CULVERT
 JU0574_STAMPING: A 57 1961
 JU0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0574
 JU0574  HISTORY     - Date     Condition        Report By
 JU0574  HISTORY     - 1961     MONUMENTED       CGS
 JU0574  HISTORY     - 1963     GOOD             CGS
 JU0574
 JU0574                          STATION DESCRIPTION
 JU0574
 JU0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0574'0.9 MI SE FROM ELWOOD.
 JU0574'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE STOPLIGHT AT
 JU0574'THE INTERSECTION OF A BLACK TOP ROAD AT ELWOOD, 35 FEET SOUTHWEST
 JU0574'OF THE CENTER LINE OF THE SOUTHEAST-BOUND LANE OF HIGHWAY, 10 1/2
 JU0574'FEET SOUTH OF POWER LINE POLE P-23939, ABOUT LEVEL WITH THE
 JU0574'HIGHWAY, AND ON TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 JU0574'CONCRETE HEADWALL FOR A 4-FOOT L SHAPED CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2134 ***********************************************************************
 JU2134  DESIGNATION -  A 58
 JU2134  PID         -  JU2134
 JU2134  STATE/COUNTY-  NJ/CAPE MAY
 JU2134  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2134
 JU2134                         *CURRENT SURVEY CONTROL
 JU2134  ___________________________________________________________________
 JU2134* NAD 83(1986)-  39 10 19.     (N)    074 43 48.     (W)     SCALED    
 JU2134* NAVD 88     -         2.780  (meters)       9.12   (feet)  ADJUSTED  
 JU2134  ___________________________________________________________________
 JU2134  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 JU2134  DYNAMIC HT  -           2.778 (meters)       9.11  (feet)  COMP
 JU2134  MODELED GRAV-     980,079.1   (mgal)                       NAVD 88
 JU2134
 JU2134  VERT ORDER  -  FIRST     CLASS II
 JU2134
 JU2134.The horizontal coordinates were scaled from a topographic map and have
 JU2134.an estimated accuracy of +/- 6 seconds.
 JU2134
 JU2134.The orthometric height was determined by differential leveling
 JU2134.and adjusted by the National Geodetic Survey in June 1991..
 JU2134
 JU2134.The geoid height was determined by GEOID03.
 JU2134
 JU2134.The dynamic height is computed by dividing the NAVD 88
 JU2134.geopotential number by the normal gravity value computed on the
 JU2134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2134.degrees latitude (g = 980.6199 gals.).
 JU2134
 JU2134.The modeled gravity was interpolated from observed gravity values.
 JU2134
 JU2134;                    North         East    Units  Estimated Accuracy
 JU2134;SPC NJ       -    37,610.      130,130.      MT  (+/- 180 meters Scaled)
 JU2134
 JU2134                          SUPERSEDED SURVEY CONTROL
 JU2134
 JU2134  NGVD 29 (04/16/92)    3.165  (m)           10.38   (f) ADJUSTED    1 2
 JU2134
 JU2134.Superseded values are not recommended for survey control.
 JU2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2134.See file dsdata.txt to determine how the superseded data were derived.
 JU2134
 JU2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ233358(NAD 83)
 JU2134_MARKER: DB = BENCH MARK DISK
 JU2134_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU2134_SP_SET: OVERPASS WALL
 JU2134_STAMPING: A 58 1961
 JU2134_MARK LOGO: CGS   
 JU2134_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2134_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2134+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1998
 JU2134
 JU2134  HISTORY     - Date     Condition        Report By
 JU2134  HISTORY     - 1961     MONUMENTED       CGS
 JU2134  HISTORY     - 1979     GOOD             NGS
 JU2134  HISTORY     - 19980512 GOOD             NJGS
 JU2134
 JU2134                          STATION DESCRIPTION
 JU2134
 JU2134'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU2134'2.25 MILES NORTHWEST FROM SEA ISLE CITY.
 JU2134'2.25 MILES NORTHWEST ON SEA ISLE BOULEVARD FROM THE JUNCTION
 JU2134'WITH OCEAN DRIVE IN SEA ISLE CITY, 0.35 MILE SOUTHEAST OF U.S. HIGH-
 JU2134'WAY 9, 20 FEET EAST OF THE CENTER LINE OF SEA ISLE BOULEVARD AND SET
 JU2134'IN A VERTICAL DRILL HOLE 2 FEET BELOW THE LEVEL OF THE GROUND, IN THE
 JU2134'SOUTH BOUND LANE, AT THE SOUTHEAST CORNER AND IN THE EAST WALL OF THE
 JU2134'GARDEN STATE PARKWAY OVERPASS OVER SEA ISLE BOULEVARD.
 JU2134
 JU2134                          STATION RECOVERY (1979)
 JU2134
 JU2134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU2134'RECOVERED IN GOOD CONDITION.
 JU2134
 JU2134                          STATION RECOVERY (1998)
 JU2134
 JU2134'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU2134'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU1006 ***********************************************************************
 JU1006  DESIGNATION -  A 59
 JU1006  PID         -  JU1006
 JU1006  STATE/COUNTY-  NJ/CUMBERLAND
 JU1006  USGS QUAD   -  CEDARVILLE (1992)
 JU1006
 JU1006                         *CURRENT SURVEY CONTROL
 JU1006  ___________________________________________________________________
 JU1006* NAD 83(1986)-  39 16 13.     (N)    075 09 57.     (W)     SCALED    
 JU1006* NAVD 88     -         2.932  (meters)       9.62   (feet)  ADJUSTED  
 JU1006  ___________________________________________________________________
 JU1006  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 JU1006  DYNAMIC HT  -           2.930 (meters)       9.61  (feet)  COMP
 JU1006  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 JU1006
 JU1006  VERT ORDER  -  SECOND    CLASS 0
 JU1006
 JU1006.The horizontal coordinates were scaled from a topographic map and have
 JU1006.an estimated accuracy of +/- 6 seconds.
 JU1006
 JU1006.The orthometric height was determined by differential leveling
 JU1006.and adjusted by the National Geodetic Survey in June 1991..
 JU1006
 JU1006.The geoid height was determined by GEOID03.
 JU1006
 JU1006.The dynamic height is computed by dividing the NAVD 88
 JU1006.geopotential number by the normal gravity value computed on the
 JU1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1006.degrees latitude (g = 980.6199 gals.).
 JU1006
 JU1006.The modeled gravity was interpolated from observed gravity values.
 JU1006
 JU1006;                    North         East    Units  Estimated Accuracy
 JU1006;SPC NJ       -    48,710.       92,550.      MT  (+/- 180 meters Scaled)
 JU1006
 JU1006                          SUPERSEDED SURVEY CONTROL
 JU1006
 JU1006  NGVD 29 (04/16/92)    3.263  (m)           10.71   (f) ADJUSTED    2 0
 JU1006
 JU1006.Superseded values are not recommended for survey control.
 JU1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1006.See file dsdata.txt to determine how the superseded data were derived.
 JU1006
 JU1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ856467(NAD 83)
 JU1006_MARKER: DB = BENCH MARK DISK
 JU1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1006_STAMPING: A 59 1961
 JU1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1006+STABILITY: SURFACE MOTION
 JU1006
 JU1006  HISTORY     - Date     Condition        Report By
 JU1006  HISTORY     - 1961     MONUMENTED       CGS
 JU1006  HISTORY     - 19950429 GOOD             USPSQD
 JU1006
 JU1006                          STATION DESCRIPTION
 JU1006
 JU1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU1006'1.6 MI S FROM NEWPORT.
 JU1006'1.6 MILE SOUTH ON THE NEWPORT TO FORTESCUE ROAD FROM THE SCHOOL
 JU1006'HOUSE IN NEWPORT OR 2.5 MILES NORTHEAST OF FORTESCUE CREEK.
 JU1006'63.3 FEET NORTHEAST AND ACROSS THE BLACKTOPPED ROAD FROM POWER
 JU1006'LINE POLE 317120, 25.6 FEET EAST OF THE CENTER LINE OF THE
 JU1006'BLACKTOPPED ROAD, 25 FEET NORTH OF THE CENTER LINE OF THE DIRT
 JU1006'ROAD LEADING EAST AND 1 FOOT SOUTH OF THE FENCE LINE ABOUT 1
 JU1006'FOOT ABOVE THE LEVEL OF THE ROAD.  SET IN THE TOP OF A CONCRETE
 JU1006'POST PROJECTING 3 INCHES.
 JU1006
 JU1006                          STATION RECOVERY (1995)
 JU1006
 JU1006'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU1006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0827 ***********************************************************************
 KV0827  DESIGNATION -  A 6
 KV0827  PID         -  KV0827
 KV0827  STATE/COUNTY-  NJ/MONMOUTH
 KV0827  USGS QUAD   -  POINT PLEASANT (1989)
 KV0827
 KV0827                         *CURRENT SURVEY CONTROL
 KV0827  ___________________________________________________________________
 KV0827* NAD 83(1986)-  40 07 25.     (N)    074 03 05.     (W)     SCALED    
 KV0827* NAVD 88     -         5.977  (meters)      19.61   (feet)  ADJUSTED  
 KV0827  ___________________________________________________________________
 KV0827  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KV0827  DYNAMIC HT  -           5.974 (meters)      19.60  (feet)  COMP
 KV0827  MODELED GRAV-     980,157.8   (mgal)                       NAVD 88
 KV0827
 KV0827  VERT ORDER  -  FIRST     CLASS I
 KV0827
 KV0827.The horizontal coordinates were scaled from a topographic map and have
 KV0827.an estimated accuracy of +/- 6 seconds.
 KV0827
 KV0827.The orthometric height was determined by differential leveling
 KV0827.and adjusted by the National Geodetic Survey in June 1991..
 KV0827
 KV0827.The geoid height was determined by GEOID03.
 KV0827
 KV0827.The dynamic height is computed by dividing the NAVD 88
 KV0827.geopotential number by the normal gravity value computed on the
 KV0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0827.degrees latitude (g = 980.6199 gals.).
 KV0827
 KV0827.The modeled gravity was interpolated from observed gravity values.
 KV0827
 KV0827;                    North         East    Units  Estimated Accuracy
 KV0827;SPC NJ       -   143,340.      188,240.      MT  (+/- 180 meters Scaled)
 KV0827
 KV0827                          SUPERSEDED SURVEY CONTROL
 KV0827
 KV0827  NGVD 29 (04/16/92)    6.310  (m)           20.70   (f) ADJUSTED    1 1
 KV0827
 KV0827.Superseded values are not recommended for survey control.
 KV0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0827.See file dsdata.txt to determine how the superseded data were derived.
 KV0827
 KV0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK808419(NAD 83)
 KV0827_MARKER: DB = BENCH MARK DISK
 KV0827_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0827_SP_SET: BRICK WALL
 KV0827_STAMPING: A 6 1930 21.027
 KV0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0827+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2001
 KV0827
 KV0827  HISTORY     - Date     Condition        Report By
 KV0827  HISTORY     - 1930     MONUMENTED       CGS
 KV0827  HISTORY     - 1964     GOOD             CGS
 KV0827  HISTORY     - 1968     GOOD             LOCSUR
 KV0827  HISTORY     - 1979     GOOD             NGS
 KV0827  HISTORY     - 1984     GOOD             USPSQD
 KV0827  HISTORY     - 1987     GOOD             USPSQD
 KV0827  HISTORY     - 19920809 GOOD             USPSQD
 KV0827  HISTORY     - 20010417 GOOD             NJGS
 KV0827
 KV0827                          STATION DESCRIPTION
 KV0827
 KV0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0827'AT MANASQUAN.
 KV0827'AT MANASQUAN, NEAR THE INTERSECTION OF MAIN AND BROAD STREET,
 KV0827'SET VERTICALLY IN THE NORTHEAST BRICK WALL AND NEAR THE EAST
 KV0827'CORNER OF THE FIRST MERCHANT BANK BUILDING, 111 FEET SOUTHEAST
 KV0827'OF THE EXTENDED CENTER LINE OF BROAD STREET, 9.8 FEET SOUTHWEST
 KV0827'OF THE SOUTHWEST CURB OF MAIN STREET, 0.5 FOOT NORTHWEST OF THE
 KV0827'EAST CORNER OF THE BUILDING AND 2 1/2 FEET ABOVE THE LEVEL OF THE
 KV0827'SIDEWALK.
 KV0827
 KV0827                          STATION RECOVERY (1968)
 KV0827
 KV0827'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 KV0827'RECOVERED IN GOOD CONDITION.
 KV0827
 KV0827                          STATION RECOVERY (1979)
 KV0827
 KV0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0827'NOTE--THE NUMBER 5 HAS BEEN STAMPED IN FRONT OF THE 6, CHANGE, THE
 KV0827'BANK IS NOW MIDLANTIC NATIONAL BANK.
 KV0827
 KV0827                          STATION RECOVERY (1984)
 KV0827
 KV0827'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0827'RECOVERED IN GOOD CONDITION.
 KV0827
 KV0827                          STATION RECOVERY (1987)
 KV0827
 KV0827'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0827'RECOVERED IN GOOD CONDITION.
 KV0827
 KV0827                          STATION RECOVERY (1992)
 KV0827
 KV0827'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0827'RECOVERED IN GOOD CONDITION.
 KV0827
 KV0827                          STATION RECOVERY (2001)
 KV0827
 KV0827'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV0827'THE BUILDING IS NOW A PNC BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0473 ***********************************************************************
 KV0473  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0473  DESIGNATION -  A 62
 KV0473  PID         -  KV0473
 KV0473  STATE/COUNTY-  NJ/BERGEN
 KV0473  USGS QUAD   -  WEEHAWKEN (1995)
 KV0473
 KV0473                         *CURRENT SURVEY CONTROL
 KV0473  ___________________________________________________________________
 KV0473* NAD 83(1986)-  40 50 46.     (N)    074 02 32.     (W)     SCALED    
 KV0473* NAVD 88     -         2.069  (meters)       6.79   (feet)  ADJUSTED  
 KV0473  ___________________________________________________________________
 KV0473  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 KV0473  DYNAMIC HT  -           2.068 (meters)       6.78  (feet)  COMP
 KV0473  MODELED GRAV-     980,238.6   (mgal)                       NAVD 88
 KV0473
 KV0473  VERT ORDER  -  SECOND    CLASS 0
 KV0473
 KV0473.The horizontal coordinates were scaled from a topographic map and have
 KV0473.an estimated accuracy of +/- 6 seconds.
 KV0473
 KV0473.The orthometric height was determined by differential leveling
 KV0473.and adjusted by the National Geodetic Survey in June 1991..
 KV0473
 KV0473.This Tidal Bench Mark is designated as VM 12000
 KV0473.by the Center for Operational Oceanographic Products and Services.
 KV0473
 KV0473.The geoid height was determined by GEOID03.
 KV0473
 KV0473.The dynamic height is computed by dividing the NAVD 88
 KV0473.geopotential number by the normal gravity value computed on the
 KV0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0473.degrees latitude (g = 980.6199 gals.).
 KV0473
 KV0473.The modeled gravity was interpolated from observed gravity values.
 KV0473
 KV0473;                    North         East    Units  Estimated Accuracy
 KV0473;SPC NJ       -   223,560.      188,600.      MT  (+/- 180 meters Scaled)
 KV0473
 KV0473                          SUPERSEDED SURVEY CONTROL
 KV0473
 KV0473  NGVD 29 (??/??/??)    2.380  (m)            7.81   (f) ADJUSTED    2 0
 KV0473
 KV0473.Superseded values are not recommended for survey control.
 KV0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0473.See file dsdata.txt to determine how the superseded data were derived.
 KV0473
 KV0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL807221(NAD 83)
 KV0473_MARKER: DB = BENCH MARK DISK
 KV0473_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0473_SP_SET: BUILDING
 KV0473_STAMPING: A 62 1962
 KV0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0473
 KV0473  HISTORY     - Date     Condition        Report By
 KV0473  HISTORY     - 1962     MONUMENTED       CGS
 KV0473  HISTORY     - 1984     GOOD             LOCENG
 KV0473
 KV0473                          STATION DESCRIPTION
 KV0473
 KV0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KV0473'AT LITTLE FERRY.
 KV0473'SET VERTICALLY IN THE WEST BRICK WALL AT THE SOUTHWEST CORNER OF
 KV0473'ST. MARGARETS R. C. SCHOOL.  176 FEET NORTH OF THE NORTH CURB OF
 KV0473'WASHINGTON AVENUE, 57 FEET EAST OF THE EAST CURB OF LIBERTY STREET,
 KV0473'3 FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING AND 1.5 FEET
 KV0473'ABOVE THE LEVEL OF THE GROUND.
 KV0473
 KV0473                          STATION RECOVERY (1984)
 KV0473
 KV0473'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984
 KV0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0541 ***********************************************************************
 JU0541  DESIGNATION -  A 63
 JU0541  PID         -  JU0541
 JU0541  STATE/COUNTY-  NJ/CAMDEN
 JU0541  USGS QUAD   -  CLEMENTON (1981)
 JU0541
 JU0541                         *CURRENT SURVEY CONTROL
 JU0541  ___________________________________________________________________
 JU0541* NAD 83(1986)-  39 47 56.     (N)    074 59 01.     (W)     SCALED    
 JU0541* NAVD 88     -        21.864  (meters)      71.73   (feet)  ADJUSTED  
 JU0541  ___________________________________________________________________
 JU0541  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU0541  DYNAMIC HT  -          21.854 (meters)      71.70  (feet)  COMP
 JU0541  MODELED GRAV-     980,159.4   (mgal)                       NAVD 88
 JU0541
 JU0541  VERT ORDER  -  FIRST     CLASS I
 JU0541
 JU0541.The horizontal coordinates were scaled from a topographic map and have
 JU0541.an estimated accuracy of +/- 6 seconds.
 JU0541
 JU0541.The orthometric height was determined by differential leveling
 JU0541.and adjusted by the National Geodetic Survey in June 1991..
 JU0541
 JU0541.The geoid height was determined by GEOID03.
 JU0541
 JU0541.The dynamic height is computed by dividing the NAVD 88
 JU0541.geopotential number by the normal gravity value computed on the
 JU0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0541.degrees latitude (g = 980.6199 gals.).
 JU0541
 JU0541.The modeled gravity was interpolated from observed gravity values.
 JU0541
 JU0541;                    North         East    Units  Estimated Accuracy
 JU0541;SPC NJ       -   107,300.      108,590.      MT  (+/- 180 meters Scaled)
 JU0541
 JU0541                          SUPERSEDED SURVEY CONTROL
 JU0541
 JU0541  NGVD 29 (??/??/??)   22.220  (m)           72.90   (f) ADJUSTED    1 1
 JU0541
 JU0541.Superseded values are not recommended for survey control.
 JU0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0541.See file dsdata.txt to determine how the superseded data were derived.
 JU0541
 JU0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK014054(NAD 83)
 JU0541_MARKER: DB = BENCH MARK DISK
 JU0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0541_STAMPING: A 63 1963
 JU0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0541+STABILITY: SURFACE MOTION
 JU0541
 JU0541  HISTORY     - Date     Condition        Report By
 JU0541  HISTORY     - 1963     MONUMENTED       CGS
 JU0541  HISTORY     - 1964     GOOD             CGS
 JU0541  HISTORY     - 1968     GOOD             CGS
 JU0541  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 JU0541  HISTORY     - 19950313 MARK NOT FOUND   NJGS
 JU0541
 JU0541                          STATION DESCRIPTION
 JU0541
 JU0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0541'0.5 MI SE FROM CLEMENTON.
 JU0541'0.5 MILE SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0541'FROM THE STATION AT CLEMENTON, 45 FEET SOUTHWEST OF CENTERLINE OF
 JU0541'A BLACK TOP ROAD THAT PARALLELS TRACK, 20 FEET NORTHEAST OF
 JU0541'NORTHEAST RAIL, 4 FEET NORTHWEST OF A TELEPHONE POLE, 1.5 FEET
 JU0541'SOUTHEAST OF A STEEL WITNESS POST, 1/2 FOOT BELOW LEVEL OF TRACK,
 JU0541'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JU0541
 JU0541                          STATION RECOVERY (1968)
 JU0541
 JU0541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 JU0541'RECOVERED IN GOOD CONDITION.
 JU0541
 JU0541                          STATION RECOVERY (1983)
 JU0541
 JU0541'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU0541'DROVE VEHICLE 0.5 MILE SOUTHEAST ON BLACK TOP ROAD THAT PARALLELS
 JU0541'TRACK (ROAD NAMED E. ATLANTIC) PARKED CAR AND ESTABLISHED LINE OF
 JU0541'TELEPHONE POLES 45 FEET FROM CENTERLINE OF ROAD. WALKED NW ALONG THE
 JU0541'TRACK AND EXAMINED EACH PILE AREA FOR WITNESS POST AND BENCH MARK 0.3
 JU0541'MILE. RETURNED WALKED 0.6 MILE BUT COULD NOT FIND ANY INDICATION
 JU0541'BENCH MARK WAS THERE.
 JU0541
 JU0541                          STATION RECOVERY (1995)
 JU0541
 JU0541'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0541'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A HALF HOUR
 JU0541'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0581 ***********************************************************************
 JU0581  DESIGNATION -  A 64
 JU0581  PID         -  JU0581
 JU0581  STATE/COUNTY-  NJ/ATLANTIC
 JU0581  USGS QUAD   -  GREEN BANK (1997)
 JU0581
 JU0581                         *CURRENT SURVEY CONTROL
 JU0581  ___________________________________________________________________
 JU0581* NAD 83(1986)-  39 30 19.     (N)    074 37 06.     (W)     SCALED    
 JU0581* NAVD 88     -        18.674  (meters)      61.27   (feet)  ADJUSTED  
 JU0581  ___________________________________________________________________
 JU0581  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JU0581  DYNAMIC HT  -          18.665 (meters)      61.24  (feet)  COMP
 JU0581  MODELED GRAV-     980,130.4   (mgal)                       NAVD 88
 JU0581
 JU0581  VERT ORDER  -  FIRST     CLASS I
 JU0581
 JU0581.The horizontal coordinates were scaled from a topographic map and have
 JU0581.an estimated accuracy of +/- 6 seconds.
 JU0581
 JU0581.The orthometric height was determined by differential leveling
 JU0581.and adjusted by the National Geodetic Survey in June 1991..
 JU0581
 JU0581.The geoid height was determined by GEOID03.
 JU0581
 JU0581.The dynamic height is computed by dividing the NAVD 88
 JU0581.geopotential number by the normal gravity value computed on the
 JU0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0581.degrees latitude (g = 980.6199 gals.).
 JU0581
 JU0581.The modeled gravity was interpolated from observed gravity values.
 JU0581
 JU0581;                    North         East    Units  Estimated Accuracy
 JU0581;SPC NJ       -    74,600.      139,820.      MT  (+/- 180 meters Scaled)
 JU0581
 JU0581                          SUPERSEDED SURVEY CONTROL
 JU0581
 JU0581  NGVD 29 (??/??/??)   19.052  (m)           62.51   (f) ADJUSTED    1 1
 JU0581
 JU0581.Superseded values are not recommended for survey control.
 JU0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0581.See file dsdata.txt to determine how the superseded data were derived.
 JU0581
 JU0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ328729(NAD 83)
 JU0581_MARKER: DB = BENCH MARK DISK
 JU0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0581_STAMPING: A 64 1963
 JU0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0581+STABILITY: SURFACE MOTION
 JU0581
 JU0581  HISTORY     - Date     Condition        Report By
 JU0581  HISTORY     - 1963     MONUMENTED       CGS
 JU0581  HISTORY     - 1964     GOOD             CGS
 JU0581
 JU0581                          STATION DESCRIPTION
 JU0581
 JU0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0581'2.2 MI SE FROM EGG HARBOR CITY.
 JU0581'2.15 MILES SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0581'LINES FROM THE STATION AT EGG HARBOR CITY, AT THE CROSSING OF
 JU0581'VIENNA AVENUE, 78 FEET WEST OF CENTER OF THE CROSSING, 65 FEET
 JU0581'SOUTHWEST OF SOUTHWEST RAIL, 28 FEET NORTHWEST OF CENTERLINE OF
 JU0581'AVENUE, 4 FEET NORTHWEST OF POWER POLE W-M 27-1, 1.5 FEET
 JU0581'SOUTHEAST OF A STEEL WITNESS POST, 1 FOOT ABOVE LEVEL OF TRACK,
 JU0581'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0706 ***********************************************************************
 JU0706  DESIGNATION -  A 65
 JU0706  PID         -  JU0706
 JU0706  STATE/COUNTY-  NJ/CAMDEN
 JU0706  USGS QUAD   -  CAMDEN (1995)
 JU0706
 JU0706                         *CURRENT SURVEY CONTROL
 JU0706  ___________________________________________________________________
 JU0706* NAD 83(1986)-  39 52 57.     (N)    075 03 33.     (W)     SCALED    
 JU0706* NAVD 88     -        23.579  (meters)      77.36   (feet)  ADJUSTED  
 JU0706  ___________________________________________________________________
 JU0706  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JU0706  DYNAMIC HT  -          23.569 (meters)      77.33  (feet)  COMP
 JU0706  MODELED GRAV-     980,186.2   (mgal)                       NAVD 88
 JU0706
 JU0706  VERT ORDER  -  FIRST     CLASS I
 JU0706
 JU0706.The horizontal coordinates were scaled from a topographic map and have
 JU0706.an estimated accuracy of +/- 6 seconds.
 JU0706
 JU0706.The orthometric height was determined by differential leveling
 JU0706.and adjusted by the National Geodetic Survey in June 1991..
 JU0706
 JU0706.Photographs are available for this station.
 JU0706
 JU0706.The geoid height was determined by GEOID03.
 JU0706
 JU0706.The dynamic height is computed by dividing the NAVD 88
 JU0706.geopotential number by the normal gravity value computed on the
 JU0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0706.degrees latitude (g = 980.6199 gals.).
 JU0706
 JU0706.The modeled gravity was interpolated from observed gravity values.
 JU0706
 JU0706;                    North         East    Units  Estimated Accuracy
 JU0706;SPC NJ       -   116,620.      102,170.      MT  (+/- 180 meters Scaled)
 JU0706
 JU0706                          SUPERSEDED SURVEY CONTROL
 JU0706
 JU0706  NGVD 29 (??/??/??)   23.926  (m)           78.50   (f) ADJUSTED    1 1
 JU0706
 JU0706.Superseded values are not recommended for survey control.
 JU0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0706.See file dsdata.txt to determine how the superseded data were derived.
 JU0706
 JU0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK949147(NAD 83)
 JU0706_MARKER: Z = SEE DESCRIPTION
 JU0706_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0706_SP_SET: 56 FEET
 JU0706_STAMPING: A 65 1963
 JU0706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0706+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2000
 JU0706
 JU0706  HISTORY     - Date     Condition        Report By
 JU0706  HISTORY     - 1963     MONUMENTED       CGS
 JU0706  HISTORY     - 1964     GOOD             CGS
 JU0706  HISTORY     - 1968     GOOD             NJDCED
 JU0706  HISTORY     - 19941010 POOR             USPSQD
 JU0706  HISTORY     - 19980111 MARK NOT FOUND   USPSQD
 JU0706  HISTORY     - 20001122 GOOD             TWT
 JU0706  HISTORY     - 20020525 POOR             INDIV
 JU0706
 JU0706                          STATION DESCRIPTION
 JU0706
 JU0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0706'AT HADDON HEIGHTS.
 JU0706'AT HADDON HEIGHTS, ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0706'LINES, 92 FEET NORTHWEST OF THE NORTH CORNER OF THE STATION,
 JU0706'19 FEET SOUTHWEST OF SOUTHWEST RAIL, 1 1/2 FEET SOUTHWEST OF A
 JU0706'TELEPHONE POLE, 1 1/2 FEET ABOVE LEVEL OF TRACK, AND IS A DISK
 JU0706'ON TOP OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES ABOVE
 JU0706'GROUND AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS 4 INCHES.
 JU0706'THE ROAD WAS DRIVEN TO A DEPTH OF 56 FEET.
 JU0706
 JU0706                          STATION RECOVERY (1968)
 JU0706
 JU0706'RECOVERY NOTE BY NJ CONS AND ECON DEV 1968
 JU0706'RECOVERED IN GOOD CONDITION.
 JU0706
 JU0706                          STATION RECOVERY (1994)
 JU0706
 JU0706'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0706'MARK RECOVERED IN POOR CONDITION.
 JU0706
 JU0706                          STATION RECOVERY (1998)
 JU0706
 JU0706'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0706'MARK NOT FOUND.
 JU0706
 JU0706                          STATION RECOVERY (2000)
 JU0706
 JU0706'RECOVERY NOTE BY TWT CONS ENG 2000 (JTS)
 JU0706'RECOVERED IN GOOD CONDITION.
 JU0706
 JU0706                          STATION RECOVERY (2002)
 JU0706
 JU0706'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 JU0706'THE 6-INCH TILE THAT PROTECTS THE DISK HAS BEEN DESTROYED LEAVING IT
 JU0706'EXPOSED TO LAWN EQUIPTMENT. THE DISK IS BENT AND DEFACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0356 ***********************************************************************
 JU0356  DESIGNATION -  A 66
 JU0356  PID         -  JU0356
 JU0356  STATE/COUNTY-  NJ/ATLANTIC
 JU0356  USGS QUAD   -  OCEAN CITY (1994)
 JU0356
 JU0356                         *CURRENT SURVEY CONTROL
 JU0356  ___________________________________________________________________
 JU0356* NAD 83(1986)-  39 20 17.     (N)    074 35 07.     (W)     SCALED    
 JU0356* NAVD 88     -         1.566  (meters)       5.14   (feet)  ADJUSTED  
 JU0356  ___________________________________________________________________
 JU0356  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JU0356  DYNAMIC HT  -           1.566 (meters)       5.14  (feet)  COMP
 JU0356  MODELED GRAV-     980,108.5   (mgal)                       NAVD 88
 JU0356  OBS GRAVITY -     980,108.2   (mgal)                       GRAV_OBS
 JU0356
 JU0356  VERT ORDER  -  FIRST     CLASS I
 JU0356
 JU0356.The horizontal coordinates were scaled from a topographic map and have
 JU0356.an estimated accuracy of +/- 6 seconds.
 JU0356
 JU0356.The orthometric height was determined by differential leveling
 JU0356.and adjusted by the National Geodetic Survey in June 1991..
 JU0356
 JU0356.The geoid height was determined by GEOID03.
 JU0356
 JU0356.The dynamic height is computed by dividing the NAVD 88
 JU0356.geopotential number by the normal gravity value computed on the
 JU0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0356.degrees latitude (g = 980.6199 gals.).
 JU0356
 JU0356.The modeled gravity was interpolated from observed gravity values.
 JU0356.The observed gravity was obtained from relative gravimeter ties
 JU0356.to the IGSN71 gravity network.
 JU0356
 JU0356;                    North         East    Units  Estimated Accuracy
 JU0356;SPC NJ       -    56,030.      142,650.      MT  (+/- 180 meters Scaled)
 JU0356
 JU0356                          SUPERSEDED SURVEY CONTROL
 JU0356
 JU0356  NGVD 29 (04/16/92)    1.963  (m)            6.44   (f) ADJUSTED    1 1
 JU0356
 JU0356.Superseded values are not recommended for survey control.
 JU0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0356.See file dsdata.txt to determine how the superseded data were derived.
 JU0356
 JU0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ357543(NAD 83)
 JU0356_MARKER: DB = BENCH MARK DISK
 JU0356_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JU0356+WITH SETTING: INTO GROUND
 JU0356_SP_SET: 120 FEET
 JU0356_STAMPING: A 66 1964
 JU0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0356+STABILITY: SURFACE MOTION
 JU0356
 JU0356  HISTORY     - Date     Condition        Report By
 JU0356  HISTORY     - 1964     MONUMENTED       CGS
 JU0356  HISTORY     - 1979     GOOD             NGS
 JU0356
 JU0356                          STATION DESCRIPTION
 JU0356
 JU0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0356'4.8 MI SW FROM PLEASANTVILLE.
 JU0356'4.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 9 FROM THE INTERSECTION
 JU0356'OF U.S. HIGHWAYS 322 AND 40 AT PLEASANTVILLE, THENCE ABOUT 0.05
 JU0356'MILE SOUTHEAST ALONG SEAVIEW AVENUE, ALONG SOUTHEAST SIDE
 JU0356'OF A TRIANGLE FORMED BY U.S. HIGHWAY 9, SEAVIEW AVENUE AND WEST
 JU0356'AVENUE, ABOUT 413 FEET EAST-NORTHEAST ALONG WEST AVENUE FROM THE
 JU0356'INTERSECTION OF U.S. HIGHWAY 9, 64 FEET SOUTHWEST OF THE CENTER
 JU0356'OF THE INTERSECTION OF WEST AVENUE AND SEAVIEW AVENUE, 47 FEET
 JU0356'NORTH AND ACROSS WEST AVENUE FROM POWER POLE ACE P6, 23 FEET
 JU0356'SOUTHEAST OF THE CENTER LINE OF WEST AVENUE, 1.0 FOOT NORTHWEST
 JU0356'OF A WOODEN FENCE AROUND A YARD, 1.8 FEET WEST-SOUTHWEST OF A
 JU0356'METAL WITNESS POST, ABOUT LEVEL WITH THE AVENUE AND IS A DISK
 JU0356'ON TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND
 JU0356'PROTECTED BY A 4-INCH TILE FLUSH WITH THE GROUND.  THE ROD WAS
 JU0356'DRIVEN TO A DEPTH OF 120 FEET.
 JU0356
 JU0356                          STATION RECOVERY (1979)
 JU0356
 JU0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0356'NOTE, THIS MARK HAS BEN HIT, BUT APPEARS IN STABLE CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0199 ***********************************************************************
 JU0199  DESIGNATION -  A 67
 JU0199  PID         -  JU0199
 JU0199  STATE/COUNTY-  NJ/OCEAN
 JU0199  USGS QUAD   -  BEACH HAVEN (1977)
 JU0199
 JU0199                         *CURRENT SURVEY CONTROL
 JU0199  ___________________________________________________________________
 JU0199* NAD 83(1986)-  39 35 06.     (N)    074 13 30.     (W)     SCALED    
 JU0199* NAVD 88     -         1.246  (meters)       4.09   (feet)  ADJUSTED  
 JU0199  ___________________________________________________________________
 JU0199  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JU0199  DYNAMIC HT  -           1.245 (meters)       4.08  (feet)  COMP
 JU0199  MODELED GRAV-     980,140.4   (mgal)                       NAVD 88
 JU0199
 JU0199  VERT ORDER  -  FIRST     CLASS I
 JU0199
 JU0199.The horizontal coordinates were scaled from a topographic map and have
 JU0199.an estimated accuracy of +/- 6 seconds.
 JU0199
 JU0199.The orthometric height was determined by differential leveling
 JU0199.and adjusted by the National Geodetic Survey in June 1991..
 JU0199
 JU0199.The geoid height was determined by GEOID03.
 JU0199
 JU0199.The dynamic height is computed by dividing the NAVD 88
 JU0199.geopotential number by the normal gravity value computed on the
 JU0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0199.degrees latitude (g = 980.6199 gals.).
 JU0199
 JU0199.The modeled gravity was interpolated from observed gravity values.
 JU0199
 JU0199;                    North         East    Units  Estimated Accuracy
 JU0199;SPC NJ       -    83,480.      173,620.      MT  (+/- 180 meters Scaled)
 JU0199
 JU0199                          SUPERSEDED SURVEY CONTROL
 JU0199
 JU0199  NGVD 29 (??/??/??)    1.627  (m)            5.34   (f) ADJUSTED    1 1
 JU0199
 JU0199.Superseded values are not recommended for survey control.
 JU0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0199.See file dsdata.txt to determine how the superseded data were derived.
 JU0199
 JU0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ665819(NAD 83)
 JU0199_MARKER: DB = BENCH MARK DISK
 JU0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0199_SP_SET: FOUNDATION
 JU0199_STAMPING: A 67 1964
 JU0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0199
 JU0199  HISTORY     - Date     Condition        Report By
 JU0199  HISTORY     - 1964     MONUMENTED       CGS
 JU0199  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0199  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JU0199
 JU0199                          STATION DESCRIPTION
 JU0199
 JU0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0199'AT BEACH HAVEN TERRACE.
 JU0199'ON LONG BEACH ISLAND, AT BEACH HAVEN TERRACE, ABOUT 1.45 MILES
 JU0199'NORTHEAST ALONG BAY AVENUE FROM THE BEACH HAVEN POST OFFICE,
 JU0199'NEAR THE INTERSECTION OF DELAWARE 133, 76.0 FEET NORTHWEST OF THE
 JU0199'CENTER LINE OF BAY AVENUE, 49 FEET NORTHEAST OF THE CENTER
 JU0199'LINE OF DELAWARE 133, SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 JU0199'CONCRETE FOUNDATION AT THE EAST CORNER OF LONG BEACH TOWNSHIP LIFT
 JU0199'STATION NO. 5, 1.1 FEET SOUTHWEST OF THE EAST CORNER OF THE
 JU0199'BUILDING, ABOUT LEVEL WITH BAY AVENUE AND ABOUT 1.0 FOOT ABOVE
 JU0199'THE LEVEL OF THE BLACK TOP THAT IS AROUND THE LIFT STATION.
 JU0199
 JU0199                          STATION RECOVERY (1985)
 JU0199
 JU0199'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0199'MARK NOT FOUND.
 JU0199
 JU0199                          STATION RECOVERY (1988)
 JU0199
 JU0199'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0062 ***********************************************************************
 JU0062  DESIGNATION -  A 68
 JU0062  PID         -  JU0062
 JU0062  STATE/COUNTY-  NJ/OCEAN
 JU0062  USGS QUAD   -  FORKED RIVER (1989)
 JU0062
 JU0062                         *CURRENT SURVEY CONTROL
 JU0062  ___________________________________________________________________
 JU0062* NAD 83(1986)-  39 47 35.     (N)    074 11 47.     (W)     SCALED    
 JU0062* NAVD 88     -         3.210  (meters)      10.53   (feet)  ADJUSTED  
 JU0062  ___________________________________________________________________
 JU0062  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JU0062  DYNAMIC HT  -           3.209 (meters)      10.53  (feet)  COMP
 JU0062  MODELED GRAV-     980,170.2   (mgal)                       NAVD 88
 JU0062
 JU0062  VERT ORDER  -  FIRST     CLASS I
 JU0062
 JU0062.The horizontal coordinates were scaled from a topographic map and have
 JU0062.an estimated accuracy of +/- 6 seconds.
 JU0062
 JU0062.The orthometric height was determined by differential leveling
 JU0062.and adjusted by the National Geodetic Survey in June 1991..
 JU0062
 JU0062.The geoid height was determined by GEOID03.
 JU0062
 JU0062.The dynamic height is computed by dividing the NAVD 88
 JU0062.geopotential number by the normal gravity value computed on the
 JU0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0062.degrees latitude (g = 980.6199 gals.).
 JU0062
 JU0062.The modeled gravity was interpolated from observed gravity values.
 JU0062
 JU0062;                    North         East    Units  Estimated Accuracy
 JU0062;SPC NJ       -   106,580.      176,000.      MT  (+/- 180 meters Scaled)
 JU0062
 JU0062                          SUPERSEDED SURVEY CONTROL
 JU0062
 JU0062  NGVD 29 (04/16/92)    3.586  (m)           11.77   (f) ADJUSTED    1 1
 JU0062
 JU0062.Superseded values are not recommended for survey control.
 JU0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0062.See file dsdata.txt to determine how the superseded data were derived.
 JU0062
 JU0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK688050(NAD 83)
 JU0062_MARKER: DB = BENCH MARK DISK
 JU0062_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU0062_SP_SET: BRIDGE ABUTMENT
 JU0062_STAMPING: A 68 1964
 JU0062_MARK LOGO: CGS   
 JU0062_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0062+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1998
 JU0062
 JU0062  HISTORY     - Date     Condition        Report By
 JU0062  HISTORY     - 1964     MONUMENTED       CGS
 JU0062  HISTORY     - 1979     GOOD             NGS
 JU0062  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0062  HISTORY     - 1992     GOOD             LOCSUR
 JU0062  HISTORY     - 19980402 GOOD             NJGS
 JU0062
 JU0062                          STATION DESCRIPTION
 JU0062
 JU0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0062'0.2 MI N FROM WARETOWN.
 JU0062'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 9 FROM THE JUNCTION
 JU0062'OF OCEAN COUNTY ROAD 532, SET IN THE TOP AT THE WEST END OF THE
 JU0062'SOUTH CONCRETE ABUTMENT OF A 24 FOOT CONCRETE BRIDGE OVER
 JU0062'WARETOWN CREEK, 32.0 FEET WEST OF THE CENTER LINE OF HIGHWAY
 JU0062'AND ABOUT LEVEL WITH THE HIGHWAY.
 JU0062
 JU0062                          STATION RECOVERY (1979)
 JU0062
 JU0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0062'RECOVERED IN GOOD CONDITION.
 JU0062
 JU0062                          STATION RECOVERY (1987)
 JU0062
 JU0062'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0062'MARK NOT FOUND.
 JU0062
 JU0062                          STATION RECOVERY (1992)
 JU0062
 JU0062'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1992 (JEB)
 JU0062'RECOVERED IN GOOD CONDITION.
 JU0062
 JU0062                          STATION RECOVERY (1998)
 JU0062
 JU0062'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 JU0062'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0022 ***********************************************************************
 JU0022  DESIGNATION -  A 69
 JU0022  PID         -  JU0022
 JU0022  STATE/COUNTY-  NJ/OCEAN
 JU0022  USGS QUAD   -  SEASIDE PARK (1989)
 JU0022
 JU0022                         *CURRENT SURVEY CONTROL
 JU0022  ___________________________________________________________________
 JU0022* NAD 83(1986)-  39 56 30.     (N)    074 05 02.     (W)     SCALED    
 JU0022* NAVD 88     -         5.915  (meters)      19.41   (feet)  ADJUSTED  
 JU0022  ___________________________________________________________________
 JU0022  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU0022  DYNAMIC HT  -           5.912 (meters)      19.40  (feet)  COMP
 JU0022  MODELED GRAV-     980,163.3   (mgal)                       NAVD 88
 JU0022
 JU0022  VERT ORDER  -  FIRST     CLASS I
 JU0022
 JU0022.The horizontal coordinates were scaled from a topographic map and have
 JU0022.an estimated accuracy of +/- 6 seconds.
 JU0022
 JU0022.The orthometric height was determined by differential leveling
 JU0022.and adjusted by the National Geodetic Survey in June 1991..
 JU0022
 JU0022.The geoid height was determined by GEOID03.
 JU0022
 JU0022.The dynamic height is computed by dividing the NAVD 88
 JU0022.geopotential number by the normal gravity value computed on the
 JU0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0022.degrees latitude (g = 980.6199 gals.).
 JU0022
 JU0022.The modeled gravity was interpolated from observed gravity values.
 JU0022
 JU0022;                    North         East    Units  Estimated Accuracy
 JU0022;SPC NJ       -   123,120.      185,560.      MT  (+/- 180 meters Scaled)
 JU0022
 JU0022                          SUPERSEDED SURVEY CONTROL
 JU0022
 JU0022  NGVD 29 (04/16/92)    6.266  (m)           20.56   (f) ADJUSTED    1 1
 JU0022
 JU0022.Superseded values are not recommended for survey control.
 JU0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0022.See file dsdata.txt to determine how the superseded data were derived.
 JU0022
 JU0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK782216(NAD 83)
 JU0022_MARKER: DB = BENCH MARK DISK
 JU0022_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU0022_SP_SET: BRIDGE ABUTMENT
 JU0022_STAMPING: A 69 1964
 JU0022_MARK LOGO: CGS   
 JU0022_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0022+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 JU0022
 JU0022  HISTORY     - Date     Condition        Report By
 JU0022  HISTORY     - 1964     MONUMENTED       CGS
 JU0022  HISTORY     - 1979     GOOD             NGS
 JU0022  HISTORY     - 1984     GOOD             USPSQD
 JU0022  HISTORY     - 1987     GOOD             USPSQD
 JU0022  HISTORY     - 1990     GOOD             USPSQD
 JU0022  HISTORY     - 19940627 GOOD             USPSQD
 JU0022  HISTORY     - 19981030 GOOD             NJGS
 JU0022
 JU0022                          STATION DESCRIPTION
 JU0022
 JU0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0022'0.7 MI SW FROM SEASIDE HEIGHTS.
 JU0022'ABOUT 0.25 MILE SOUTH ALONG CENTRAL AVENUE FROM THE SEASIDE
 JU0022'HEIGHTS FIRE HOUSE AND CITY HALL, THENCE ABOUT 0.45 MILE WEST
 JU0022'ALONG HAMILTON AVENUE AND STATE HIGHWAY 37, SET IN THE TOP OF THE
 JU0022'NORTH END OF THE WEST CONCRETE ABUTMENT OF A BRIDGE OVER A
 JU0022'WATERWAY, 8.0 FEET NORTH OF THE NORTH CURB OF THE WEST-BOUND
 JU0022'LANE OF HIGHWAY AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 JU0022
 JU0022                          STATION RECOVERY (1979)
 JU0022
 JU0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0022'RECOVERED IN GOOD CONDITION.
 JU0022
 JU0022                          STATION RECOVERY (1984)
 JU0022
 JU0022'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0022'RECOVERED IN GOOD CONDITION.
 JU0022
 JU0022                          STATION RECOVERY (1987)
 JU0022
 JU0022'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0022'RECOVERED IN GOOD CONDITION.
 JU0022
 JU0022                          STATION RECOVERY (1990)
 JU0022
 JU0022'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 JU0022'RECOVERED IN GOOD CONDITION.
 JU0022
 JU0022                          STATION RECOVERY (1994)
 JU0022
 JU0022'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0022'RECOVERED IN GOOD CONDITION.
 JU0022
 JU0022                          STATION RECOVERY (1998)
 JU0022
 JU0022'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU0022'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0787 ***********************************************************************
 KU0787  DESIGNATION -  A 70
 KU0787  PID         -  KU0787
 KU0787  STATE/COUNTY-  NJ/MONMOUTH
 KU0787  USGS QUAD   -  LONG BRANCH (1981)
 KU0787
 KU0787                         *CURRENT SURVEY CONTROL
 KU0787  ___________________________________________________________________
 KU0787* NAD 83(1986)-  40 21 17.     (N)    073 58 25.     (W)     SCALED    
 KU0787* NAVD 88     -         1.508  (meters)       4.95   (feet)  ADJUSTED  
 KU0787  ___________________________________________________________________
 KU0787  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KU0787  DYNAMIC HT  -           1.507 (meters)       4.94  (feet)  COMP
 KU0787  MODELED GRAV-     980,177.2   (mgal)                       NAVD 88
 KU0787
 KU0787  VERT ORDER  -  FIRST     CLASS I
 KU0787
 KU0787.The horizontal coordinates were scaled from a topographic map and have
 KU0787.an estimated accuracy of +/- 6 seconds.
 KU0787
 KU0787.The orthometric height was determined by differential leveling
 KU0787.and adjusted by the National Geodetic Survey in June 1991..
 KU0787
 KU0787.The geoid height was determined by GEOID03.
 KU0787
 KU0787.The dynamic height is computed by dividing the NAVD 88
 KU0787.geopotential number by the normal gravity value computed on the
 KU0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0787.degrees latitude (g = 980.6199 gals.).
 KU0787
 KU0787.The modeled gravity was interpolated from observed gravity values.
 KU0787
 KU0787;                    North         East    Units  Estimated Accuracy
 KU0787;SPC NJ       -   169,030.      194,710.      MT  (+/- 180 meters Scaled)
 KU0787
 KU0787                          SUPERSEDED SURVEY CONTROL
 KU0787
 KU0787  NGVD 29 (04/16/92)    1.827  (m)            5.99   (f) ADJUSTED    1 1
 KU0787
 KU0787.Superseded values are not recommended for survey control.
 KU0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0787.See file dsdata.txt to determine how the superseded data were derived.
 KU0787
 KU0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK871676(NAD 83)
 KU0787_MARKER: DB = BENCH MARK DISK
 KU0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0787_STAMPING: A 70 1964
 KU0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0787+STABILITY: SURFACE MOTION
 KU0787
 KU0787  HISTORY     - Date     Condition        Report By
 KU0787  HISTORY     - 1964     MONUMENTED       CGS
 KU0787  HISTORY     - 1979     MARK NOT FOUND   NGS
 KU0787  HISTORY     - 19920611 MARK NOT FOUND   USPSQD
 KU0787
 KU0787                          STATION DESCRIPTION
 KU0787
 KU0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KU0787'0.7 MI S FROM SEA BRIGHT.
 KU0787'0.7 MILE SOUTH ALONG OCEAN AVENUE FROM THE POST OFFICE AT SEA
 KU0787'BRIGHT, 57.5 FEET SOUTHEAST OF A LIGHT POLE, 45.0 FEET EAST OF THE
 KU0787'CENTER LINE OF OCEAN AVENUE, 3.5 FEET SOUTH OF POWER LINE POLE
 KU0787'NUMBER BT 130, DIRECTLY ACROSS OCEAN AVENUE FROM THE NORTHEAST
 KU0787'OF A CONCRETE BLOCK FENCE, ABOUT LEVEL WITH OCEAN AVENUE AND IS
 KU0787'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1-INCH ABOVE
 KU0787'THE GROUND.
 KU0787
 KU0787                          STATION RECOVERY (1979)
 KU0787
 KU0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KU0787'SEARCHED FOR NOT RECOVERED, IN CONSTRUCTION AREA.
 KU0787
 KU0787                          STATION RECOVERY (1992)
 KU0787
 KU0787'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0536 ***********************************************************************
 KV0536  DESIGNATION -  A 71
 KV0536  PID         -  KV0536
 KV0536  STATE/COUNTY-  NJ/MIDDLESEX
 KV0536  USGS QUAD   -  PERTH AMBOY (1981)
 KV0536
 KV0536                         *CURRENT SURVEY CONTROL
 KV0536  ___________________________________________________________________
 KV0536* NAD 83(1986)-  40 31 21.     (N)    074 17 57.     (W)     SCALED    
 KV0536* NAVD 88     -        27.784  (meters)      91.15   (feet)  ADJUSTED  
 KV0536  ___________________________________________________________________
 KV0536  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KV0536  DYNAMIC HT  -          27.773 (meters)      91.12  (feet)  COMP
 KV0536  MODELED GRAV-     980,212.7   (mgal)                       NAVD 88
 KV0536
 KV0536  VERT ORDER  -  FIRST     CLASS I
 KV0536
 KV0536.The horizontal coordinates were scaled from a topographic map and have
 KV0536.an estimated accuracy of +/- 6 seconds.
 KV0536
 KV0536.The orthometric height was determined by differential leveling
 KV0536.and adjusted by the National Geodetic Survey in June 1991..
 KV0536
 KV0536.The geoid height was determined by GEOID03.
 KV0536
 KV0536.The dynamic height is computed by dividing the NAVD 88
 KV0536.geopotential number by the normal gravity value computed on the
 KV0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0536.degrees latitude (g = 980.6199 gals.).
 KV0536
 KV0536.The modeled gravity was interpolated from observed gravity values.
 KV0536
 KV0536;                    North         East    Units  Estimated Accuracy
 KV0536;SPC NJ       -   187,550.      167,020.      MT  (+/- 180 meters Scaled)
 KV0536
 KV0536                          SUPERSEDED SURVEY CONTROL
 KV0536
 KV0536  NGVD 29 (04/16/92)   28.087  (m)           92.15   (f) ADJUSTED    1 1
 KV0536
 KV0536.Superseded values are not recommended for survey control.
 KV0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0536.See file dsdata.txt to determine how the superseded data were derived.
 KV0536
 KV0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK593859(NAD 83)
 KV0536_MARKER: DB = BENCH MARK DISK
 KV0536_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0536_SP_SET: BRIDGE
 KV0536_STAMPING: A 71 1964
 KV0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0536
 KV0536  HISTORY     - Date     Condition        Report By
 KV0536  HISTORY     - 1964     MONUMENTED       CGS
 KV0536  HISTORY     - 1965     GOOD             CGS
 KV0536  HISTORY     - 1968     GOOD             CGS
 KV0536  HISTORY     - 1978     GOOD             NGS
 KV0536
 KV0536                          STATION DESCRIPTION
 KV0536
 KV0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0536'1.5 MI W FROM PERTH AMBOY.
 KV0536'1.5 MILES WEST ALONG THE LEHIGH VALLEY RAILROAD FROM THE BRIDGE
 KV0536'OVER NEW BRUNSWICK AVENUE, AT THE EAST END OF THE BRIDGE OVER
 KV0536'THE NORTHBOUND LANE OF THE GARDEN STATE PARKWAY, ON THE TOP OF
 KV0536'THE NORTHEAST WING WALL OF THE BRIDGE, 23.4 FEET NORTH OF THE
 KV0536'NORTH RAIL, 2 FEET NORTH OF A STEEL GUARD RAIL AND ABOUT 1 FOOT
 KV0536'BELOW THE LEVEL OF THE TRACK.
 KV0536
 KV0536                          STATION RECOVERY (1968)
 KV0536
 KV0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KV0536'RECOVERED IN GOOD CONDITION.
 KV0536
 KV0536                          STATION RECOVERY (1978)
 KV0536
 KV0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0291 ***********************************************************************
 KV0291  DESIGNATION -  A 72
 KV0291  PID         -  KV0291
 KV0291  STATE/COUNTY-  NJ/HUDSON
 KV0291  USGS QUAD   -  JERSEY CITY (1981)
 KV0291
 KV0291                         *CURRENT SURVEY CONTROL
 KV0291  ___________________________________________________________________
 KV0291* NAD 83(1986)-  40 43 50.     (N)    074 02 45.     (W)     SCALED    
 KV0291* NAVD 88     -         5.109  (meters)      16.76   (feet)  ADJUSTED  
 KV0291  ___________________________________________________________________
 KV0291  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 KV0291  DYNAMIC HT  -           5.107 (meters)      16.76  (feet)  COMP
 KV0291  MODELED GRAV-     980,244.6   (mgal)                       NAVD 88
 KV0291
 KV0291  VERT ORDER  -  FIRST     CLASS I
 KV0291
 KV0291.The horizontal coordinates were scaled from a topographic map and have
 KV0291.an estimated accuracy of +/- 6 seconds.
 KV0291
 KV0291.The orthometric height was determined by differential leveling
 KV0291.and adjusted by the National Geodetic Survey in June 1991..
 KV0291
 KV0291.The geoid height was determined by GEOID03.
 KV0291
 KV0291.The dynamic height is computed by dividing the NAVD 88
 KV0291.geopotential number by the normal gravity value computed on the
 KV0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0291.degrees latitude (g = 980.6199 gals.).
 KV0291
 KV0291.The modeled gravity was interpolated from observed gravity values.
 KV0291
 KV0291;                    North         East    Units  Estimated Accuracy
 KV0291;SPC NJ       -   210,730.      188,360.      MT  (+/- 180 meters Scaled)
 KV0291
 KV0291                          SUPERSEDED SURVEY CONTROL
 KV0291
 KV0291  NGVD 29 (04/16/92)    5.450  (m)           17.88   (f) ADJUSTED    1 1
 KV0291
 KV0291.Superseded values are not recommended for survey control.
 KV0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0291.See file dsdata.txt to determine how the superseded data were derived.
 KV0291
 KV0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL805092(NAD 83)
 KV0291_MARKER: DB = BENCH MARK DISK
 KV0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0291_SP_SET: GUARD RAIL BASE
 KV0291_STAMPING: A 72 1965
 KV0291_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0291
 KV0291  HISTORY     - Date     Condition        Report By
 KV0291  HISTORY     - 1965     MONUMENTED       CGS
 KV0291  HISTORY     - 1985     GOOD             LOCSUR
 KV0291  HISTORY     - 19981106 GOOD             STEWRT
 KV0291
 KV0291                          STATION DESCRIPTION
 KV0291
 KV0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0291'AT JERSEY CITY.
 KV0291'AT JERSEY CITY, ABOUT 85 YARDS NORTHWEST OF THE INTERSECTION OF
 KV0291'JERSEY AVENUE AND 12TH STREET (U.S. HIGHWAYS 1 AND 9), SET IN
 KV0291'THE TOP OF THE CONCRETE GUARD RAIL BASE DIRECTLY OVER THE
 KV0291'SOUTHWEST END OF THE MAIN ABUTMENT TO THE RAMP OF THE NEW
 KV0291'JERSEY TURNPIKE EXTENSION THAT LEADS TO U.S. HIGHWAYS 1 AND 9,
 KV0291'210 FEET NORTHWEST OF THE SOUTHEAST END OF THE GUARD RAIL BASE,
 KV0291'200 FEET SOUTHEAST OF THE EAST CORNER OF THE SEABOARD TERMINAL
 KV0291'AND REFRIGERATION CO. BUILDING, 1.2 FEET SOUTHWEST OF THE
 KV0291'SOUTHWEST CURB OF THE RAMP AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 KV0291'THE RAMP FLOOR.
 KV0291
 KV0291                          STATION RECOVERY (1985)
 KV0291
 KV0291'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 KV0291'RECOVERED IN GOOD CONDITION.
 KV0291
 KV0291                          STATION RECOVERY (1998)
 KV0291
 KV0291'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1998 (JMS)
 KV0291'NO CHANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0958 ***********************************************************************
 KV0958  DESIGNATION -  A 73
 KV0958  PID         -  KV0958
 KV0958  STATE/COUNTY-  NJ/MIDDLESEX
 KV0958  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0958
 KV0958                         *CURRENT SURVEY CONTROL
 KV0958  ___________________________________________________________________
 KV0958* NAD 83(1986)-  40 28 58.     (N)    074 16 44.     (W)     SCALED    
 KV0958* NAVD 88     -        12.091  (meters)      39.67   (feet)  ADJUSTED  
 KV0958  ___________________________________________________________________
 KV0958  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV0958  DYNAMIC HT  -          12.086 (meters)      39.65  (feet)  COMP
 KV0958  MODELED GRAV-     980,217.1   (mgal)                       NAVD 88
 KV0958
 KV0958  VERT ORDER  -  FIRST     CLASS II
 KV0958
 KV0958.The horizontal coordinates were scaled from a topographic map and have
 KV0958.an estimated accuracy of +/- 6 seconds.
 KV0958
 KV0958.The orthometric height was determined by differential leveling
 KV0958.and adjusted by the National Geodetic Survey in March 2001..
 KV0958.No vertical observational check was made to the station.
 KV0958
 KV0958.The geoid height was determined by GEOID03.
 KV0958
 KV0958.The dynamic height is computed by dividing the NAVD 88
 KV0958.geopotential number by the normal gravity value computed on the
 KV0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0958.degrees latitude (g = 980.6199 gals.).
 KV0958
 KV0958.The modeled gravity was interpolated from observed gravity values.
 KV0958
 KV0958;                    North         East    Units  Estimated Accuracy
 KV0958;SPC NJ       -   183,140.      168,750.      MT  (+/- 180 meters Scaled)
 KV0958
 KV0958                          SUPERSEDED SURVEY CONTROL
 KV0958
 KV0958  NAVD 88 (06/15/91)   12.082  (m)           39.64   (f) UNKNOWN     1 2
 KV0958  NGVD 29 (01/10/92)   12.381  (m)           40.62   (f) ADJUSTED    1 2
 KV0958
 KV0958.Superseded values are not recommended for survey control.
 KV0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0958.See file dsdata.txt to determine how the superseded data were derived.
 KV0958
 KV0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK611815(NAD 83)
 KV0958_MARKER: DV = VERTICAL CONTROL DISK
 KV0958_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0958_SP_SET: SIDEWALK
 KV0958_STAMPING: A 73 1974
 KV0958_MARK LOGO: NGS   
 KV0958_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0958+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1998
 KV0958
 KV0958  HISTORY     - Date     Condition        Report By
 KV0958  HISTORY     - 1974     MONUMENTED       NGS
 KV0958  HISTORY     - 1978     GOOD             NGS
 KV0958  HISTORY     - 1980     GOOD             NGS
 KV0958  HISTORY     - 19980520 GOOD             NJGS
 KV0958
 KV0958                          STATION DESCRIPTION
 KV0958
 KV0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV0958'AT SOUTH AMBOY.
 KV0958'AT SOUTH AMBOY, 0.25 MILE SOUTHEAST ALONG THE NEW YORK AND LONG
 KV0958'BRANCH RAILROAD FROM THE STATION, 94 FEET NORTHEAST OF THE CENTER
 KV0958'OF THE INTERSECTION OF BORDENTOWN AVENUE AND SOUTH BROADWAY, 69
 KV0958'FEET SOUTHEAST OF THE EAST CORNER OF THE POST OFFICE BUILDING,
 KV0958'IN THE TOP OF THE SOUTHEAST CONCRETE WALKWAY DIRECTLY OVER THE
 KV0958'SOUTHWEST ABUTMENT OF AN OVERPASS OVER THE RAILROAD, 8.5 FEET
 KV0958'SOUTHEAST OF THE SOUTHEAST CURB OF THE AVENUE, 93 FEET NORTHEAST
 KV0958'OF THE NORTHEAST CURB OF BROADWAY, 0.6 FOOT SOUTHWEST OF THE
 KV0958'SOUTHWEST END OF A STEEL GUARDRAIL, AND ABOUT 1/2 FOOT HIGHER
 KV0958'THAN THE AVENUE.
 KV0958
 KV0958                          STATION RECOVERY (1978)
 KV0958
 KV0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0958'RECOVERED IN GOOD CONDITION.
 KV0958
 KV0958                          STATION RECOVERY (1980)
 KV0958
 KV0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 KV0958'RECOVERED IN GOOD CONDITION.
 KV0958
 KV0958                          STATION RECOVERY (1998)
 KV0958
 KV0958'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV0958'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1122 ***********************************************************************
 KV1122  DESIGNATION -  A 74
 KV1122  PID         -  KV1122
 KV1122  STATE/COUNTY-  NJ/MIDDLESEX
 KV1122  USGS QUAD   -  HIGHTSTOWN (1981)
 KV1122
 KV1122                         *CURRENT SURVEY CONTROL
 KV1122  ___________________________________________________________________
 KV1122* NAD 83(1986)-  40 18 38.     (N)    074 30 36.     (W)     SCALED    
 KV1122* NAVD 88     -        28.656  (meters)      94.02   (feet)  ADJUSTED  
 KV1122  ___________________________________________________________________
 KV1122  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV1122  DYNAMIC HT  -          28.643 (meters)      93.97  (feet)  COMP
 KV1122  MODELED GRAV-     980,194.4   (mgal)                       NAVD 88
 KV1122
 KV1122  VERT ORDER  -  FIRST     CLASS II
 KV1122
 KV1122.The horizontal coordinates were scaled from a topographic map and have
 KV1122.an estimated accuracy of +/- 6 seconds.
 KV1122
 KV1122.The orthometric height was determined by differential leveling
 KV1122.and adjusted by the National Geodetic Survey in April 1995..
 KV1122
 KV1122.The geoid height was determined by GEOID03.
 KV1122
 KV1122.The dynamic height is computed by dividing the NAVD 88
 KV1122.geopotential number by the normal gravity value computed on the
 KV1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1122.degrees latitude (g = 980.6199 gals.).
 KV1122
 KV1122.The modeled gravity was interpolated from observed gravity values.
 KV1122
 KV1122;                    North         East    Units  Estimated Accuracy
 KV1122;SPC NJ       -   163,990.      149,150.      MT  (+/- 180 meters Scaled)
 KV1122
 KV1122                          SUPERSEDED SURVEY CONTROL
 KV1122
 KV1122  NAVD 88 (06/15/91)   28.661  (m)           94.03   (f) UNKNOWN     1 2
 KV1122  NGVD 29 (01/10/92)   28.987  (m)           95.10   (f) ADJUSTED    1 2
 KV1122
 KV1122.Superseded values are not recommended for survey control.
 KV1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1122.See file dsdata.txt to determine how the superseded data were derived.
 KV1122
 KV1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK416623(NAD 83)
 KV1122_MARKER: DB = BENCH MARK DISK
 KV1122_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1122_SP_SET: BRIDGE ABUTMENT
 KV1122_STAMPING: A 74 1974
 KV1122_MARK LOGO: NGS   
 KV1122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1122+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1991
 KV1122
 KV1122  HISTORY     - Date     Condition        Report By
 KV1122  HISTORY     - 1974     MONUMENTED       NGS
 KV1122  HISTORY     - 19910626 GOOD             NJGS
 KV1122  HISTORY     - 20030808 GOOD             GEOCAC
 KV1122
 KV1122                          STATION DESCRIPTION
 KV1122
 KV1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1122'0.6 MI S FROM CRANBURY.
 KV1122'0.55 MILE SOUTH ALONG U.S. HIGHWAY 130 FROM THE JUNCTION OF
 KV1122'STATE HIGHWAY 535 AT CRANBURY, 0.3 MILE NORTH OF THE INTERSECTION
 KV1122'OF CRANBURY STATION ROAD, IN THE TOP OF THE NORTH END OF THE
 KV1122'WEST CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER BRAINERD LAKE,
 KV1122'30 FEET WEST OF THE CENTER LINE OF THE SOUTHBOUND LANES OF THE
 KV1122'HIGHWAY, 20.2 FEET SOUTH OF THE NORTH END OF A CONCRETE GUARDRAIL,
 KV1122'AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 KV1122
 KV1122                          STATION RECOVERY (1991)
 KV1122
 KV1122'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV1122'THE STATION IS LOCATED IN CRANBURY TOWNSHIP, ON THE WEST SIDE OF
 KV1122'U.S.HIGHWAY 130 IN THE TOP OF THE NORTH ABUTMENT OF THE ROUTE 130
 KV1122'BRIDGE OVER BRAINERD LAKE, STRUCTURE NUMBER 1227-151, JUST SOUTH OF
 KV1122'COUNTY ROAD 535 IN CRANBURY.  TO REACH THE STATION FROM THE JUNCTION
 KV1122'OF U.S.HIGHWAY 130 AND COUNTY ROAD 535 IN CRANBURY, GO 0.88 KM (0.55
 KV1122'MI) SOUTH ON HIGHWAY 130 TO THE BRIDGE AND THE STATION ON THE RIGHT.
 KV1122'THE STATION IS IN AN ALCOVE OF THE CONCRETE BRIDGE BALUSTRADE, 6.1 M
 KV1122'(20.0 FT) SOUTH FROM THE NORTH END OF THE BALUSTRADE, 8.2 M (26.9 FT)
 KV1122'WEST NORTHWEST OF THE SOUTH BOUND LANES CENTERLINE, 2.0 M (6.6 FT)
 KV1122'WEST NORTHWEST OF THE NORTHWEST CURBLINE , 15.2 M (49.9 FT) SOUTH
 KV1122'FROM A PIPELINE MARKER AND FLUSH WITH THE SIDEWALK.
 KV1122
 KV1122                          STATION RECOVERY (2003)
 KV1122
 KV1122'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 KV1122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1083 ***********************************************************************
 KV1083  DESIGNATION -  A 75
 KV1083  PID         -  KV1083
 KV1083  STATE/COUNTY-  NJ/MERCER
 KV1083  USGS QUAD   -  TRENTON WEST (1995)
 KV1083
 KV1083                         *CURRENT SURVEY CONTROL
 KV1083  ___________________________________________________________________
 KV1083* NAD 83(1986)-  40 11 27.     (N)    074 45 21.     (W)     SCALED    
 KV1083* NAVD 88     -         4.683  (meters)      15.36   (feet)  ADJUSTED  
 KV1083  ___________________________________________________________________
 KV1083  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV1083  DYNAMIC HT  -           4.681 (meters)      15.36  (feet)  COMP
 KV1083  MODELED GRAV-     980,183.8   (mgal)                       NAVD 88
 KV1083
 KV1083  VERT ORDER  -  FIRST     CLASS II
 KV1083
 KV1083.The horizontal coordinates were scaled from a topographic map and have
 KV1083.an estimated accuracy of +/- 6 seconds.
 KV1083
 KV1083.The orthometric height was determined by differential leveling
 KV1083.and adjusted by the National Geodetic Survey in June 1991..
 KV1083
 KV1083.The geoid height was determined by GEOID03.
 KV1083
 KV1083.The dynamic height is computed by dividing the NAVD 88
 KV1083.geopotential number by the normal gravity value computed on the
 KV1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1083.degrees latitude (g = 980.6199 gals.).
 KV1083
 KV1083.The modeled gravity was interpolated from observed gravity values.
 KV1083
 KV1083;                    North         East    Units  Estimated Accuracy
 KV1083;SPC NJ       -   150,730.      128,220.      MT  (+/- 180 meters Scaled)
 KV1083
 KV1083                          SUPERSEDED SURVEY CONTROL
 KV1083
 KV1083  NGVD 29 (01/10/92)    5.015  (m)           16.45   (f) ADJUSTED    1 2
 KV1083
 KV1083.Superseded values are not recommended for survey control.
 KV1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1083.See file dsdata.txt to determine how the superseded data were derived.
 KV1083
 KV1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK207489(NAD 83)
 KV1083_MARKER: DB = BENCH MARK DISK
 KV1083_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV1083_SP_SET: 25 FEET
 KV1083_STAMPING: A 75 1974
 KV1083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1083
 KV1083  HISTORY     - Date     Condition        Report By
 KV1083  HISTORY     - 1974     MONUMENTED       NGS
 KV1083
 KV1083                          STATION DESCRIPTION
 KV1083
 KV1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1083'AT TRENTON.
 KV1083'AT TRENTON, ALONG LAMBERTON STREET 0.25 MILE SOUTH OF THE JUNCTION
 KV1083'OF LALOR STREET, 58.7 FEET WEST OF THE CENTER LINE OF THE STREET,
 KV1083'1.7 FEET EAST OF THE EAST SIDE OF A C SHAPED RETAINING WALL,
 KV1083'42.6 FEET NORTHWEST OF TELEPHONE POLE 62189 TN BEARING A STREET
 KV1083'LIGHT, ABOUT 0.2 MILE NORTH OF THE TRENTON SEWAGE DISPOSAL PLANT,
 KV1083'A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO
 KV1083'GRADUAL REFUSAL AT A DEPTH OF 25 FEET.  THE UPPER PORTION OF THE
 KV1083'ROD IS ENCASED IN A PLASTIC PIPE PROJECTING 0.2 FOOT ABOVE THE
 KV1083'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1160 ***********************************************************************
 KV1160  DESIGNATION -  A 76
 KV1160  PID         -  KV1160
 KV1160  STATE/COUNTY-  NJ/BURLINGTON
 KV1160  USGS QUAD   -  BRISTOL (1981)
 KV1160
 KV1160                         *CURRENT SURVEY CONTROL
 KV1160  ___________________________________________________________________
 KV1160* NAD 83(1996)-  40 04 16.04456(N)    074 51 35.42400(W)     ADJUSTED  
 KV1160* NAVD 88     -         1.485  (meters)       4.87   (feet)  ADJUSTED  
 KV1160  ___________________________________________________________________
 KV1160  X           -   1,276,550.025 (meters)                     COMP
 KV1160  Y           -  -4,717,953.936 (meters)                     COMP
 KV1160  Z           -   4,084,011.872 (meters)                     COMP
 KV1160  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 KV1160  ELLIP HEIGHT-         -31.33  (meters)          (10/23/02) GPS OBS
 KV1160  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV1160  DYNAMIC HT  -           1.484 (meters)       4.87  (feet)  COMP
 KV1160  MODELED GRAV-     980,193.6   (mgal)                       NAVD 88
 KV1160
 KV1160  HORZ ORDER  -  FIRST
 KV1160  VERT ORDER  -  FIRST     CLASS II
 KV1160  ELLP ORDER  -  FOURTH    CLASS I
 KV1160
 KV1160.The horizontal coordinates were established by GPS observations
 KV1160.and adjusted by the National Geodetic Survey in May 1999..
 KV1160
 KV1160.The orthometric height was determined by differential leveling
 KV1160.and adjusted by the National Geodetic Survey in March 2001..
 KV1160
 KV1160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1160
 KV1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1160
 KV1160.The ellipsoidal height was determined by GPS observations
 KV1160.and is referenced to NAD 83.
 KV1160
 KV1160.The geoid height was determined by GEOID03.
 KV1160
 KV1160.The dynamic height is computed by dividing the NAVD 88
 KV1160.geopotential number by the normal gravity value computed on the
 KV1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1160.degrees latitude (g = 980.6199 gals.).
 KV1160
 KV1160.The modeled gravity was interpolated from observed gravity values.
 KV1160
 KV1160;                    North         East     Units Scale Factor Converg.
 KV1160;SPC NJ       -   137,472.883   119,306.813   MT  0.99991159   -0 13 53.9
 KV1160;SPC NJ       -   451,025.62    391,425.77   sFT  0.99991159   -0 13 53.9
 KV1160;UTM  18      - 4,435,660.689   511,951.596   MT  0.99960176   +0 05 24.8
 KV1160
 KV1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1160!SPC NJ       -   1.00000491  x   0.99991159  =   0.99991650
 KV1160!UTM  18      -   1.00000491  x   0.99960176  =   0.99960667
 KV1160
 KV1160                          SUPERSEDED SURVEY CONTROL
 KV1160
 KV1160  NAD 83(1992)-  40 04 16.04384(N)    074 51 35.42416(W) AD(       ) 1
 KV1160  ELLIP H (12/16/96)  -31.36   (m)                       GP(       ) 2 1
 KV1160  NAVD 88 (06/15/91)    1.487  (m)            4.88   (f) UNKNOWN     1 2
 KV1160  NGVD 29 (01/10/92)    1.809  (m)            5.93   (f) ADJUSTED    1 2
 KV1160
 KV1160.Superseded values are not recommended for survey control.
 KV1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1160.See file dsdata.txt to determine how the superseded data were derived.
 KV1160
 KV1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1195235661(NAD 83)
 KV1160_MARKER: DV = VERTICAL CONTROL DISK
 KV1160_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KV1160_SP_SET: BRIDGE WINGWALL
 KV1160_STAMPING: A 76 1974
 KV1160_MARK LOGO: NGS   
 KV1160_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1160+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1996
 KV1160
 KV1160  HISTORY     - Date     Condition        Report By
 KV1160  HISTORY     - 1974     MONUMENTED       NGS
 KV1160  HISTORY     - 19910524 GOOD             NJGS
 KV1160  HISTORY     - 19950123 GOOD             NJGS
 KV1160  HISTORY     - 19951205 GOOD             TWT
 KV1160  HISTORY     - 19961003 GOOD             NJGS
 KV1160
 KV1160                          STATION DESCRIPTION
 KV1160
 KV1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1160'0.2 MI SW FROM BURLINGTON.
 KV1160'0.25 MILE SOUTHWEST ALONG U.S. HIGHWAY 130 FROM THE INTERSECTION
 KV1160'OF HIGH STREET AT BURLINGTON, ON THE TOP OF THE SOUTHWEST WING
 KV1160'WALL OF THE SOUTHWEST BOUND LANE BRIDGE OF THE HIGHWAY, ABOUT
 KV1160'0.05 MILE EAST OF THE POINT WHERE THE HIGHWAY DIVIDES, 44 FEET
 KV1160'SOUTH OF THE SOUTH CURB OF THE SOUTHWEST BOUND LANE OF THE
 KV1160'HIGHWAY, 43.8 FEET NORTH OF THE NORTH CURB OF THE NORTHEAST
 KV1160'BOUND LANE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 KV1160
 KV1160                          STATION RECOVERY (1991)
 KV1160
 KV1160'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV1160'THE STATION IS LOCATED IN THE CITY OF BURLINGTON ON THE SOUTH SIDE OF
 KV1160'THE SOUTHBOUND LANES OF U.S. HIGHWAY 130.  TO REACH THE STATION FROM
 KV1160'THE INTERSECTION OF U.S. HIGHWAY 130 AND HIGH STREET, COUNTY ROAD
 KV1160'541, GO SOUTHWEST ON U.S. HIGHWAY 130 FOR O.25 MI TO THE BRIDGE
 KV1160'CARRYING U.S. HIGHWAY 130 SOUTHBOUND LANES OVER TANNERS RUN,
 KV1160'STRUCTURE NUMBER 0317161, AND THE STATION ON THE LEFT SET IN THE TOP
 KV1160'OF THE SOUTHWEST WINGWALL.  THE STATION IS 13.4 M (44.0 FT) SOUTH
 KV1160'FROM THE SOUTH CURBLINE OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 130,
 KV1160'12.5 M (41.0 FT) NORTH FROM THE NORTHEAST CURBLINE OF THE NORTHBOUND
 KV1160'LANES OF U.S. HIGHWAY 130, 20.3 M (66.6 FT) SOUTHEAST FROM POLE 2319
 KV1160'AND ABOUT LEVEL WITH THE ROAD.
 KV1160
 KV1160                          STATION RECOVERY (1995)
 KV1160
 KV1160'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1160'RECOVERED AS DESCRIBED.
 KV1160
 KV1160                          STATION RECOVERY (1995)
 KV1160
 KV1160'RECOVERY NOTE BY TWT CONS ENG 1995 (WPD)
 KV1160'RECOVERED AS DESCRIBED.
 KV1160
 KV1160                          STATION RECOVERY (1996)
 KV1160
 KV1160'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV1160'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2948 ***********************************************************************
 KV2948  DESIGNATION -  A 77
 KV2948  PID         -  KV2948
 KV2948  STATE/COUNTY-  NJ/WARREN
 KV2948  USGS QUAD   -  EASTON (1994)
 KV2948
 KV2948                         *CURRENT SURVEY CONTROL
 KV2948  ___________________________________________________________________
 KV2948* NAD 83(1986)-  40 40 54.     (N)    075 10 53.     (W)     SCALED    
 KV2948* NAVD 88     -        59.883  (meters)     196.47   (feet)  ADJUSTED  
 KV2948  ___________________________________________________________________
 KV2948  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KV2948  DYNAMIC HT  -          59.855 (meters)     196.37  (feet)  COMP
 KV2948  MODELED GRAV-     980,156.4   (mgal)                       NAVD 88
 KV2948
 KV2948  VERT ORDER  -  FIRST     CLASS I
 KV2948
 KV2948.The horizontal coordinates were scaled from a topographic map and have
 KV2948.an estimated accuracy of +/- 6 seconds.
 KV2948
 KV2948.The orthometric height was determined by differential leveling
 KV2948.and adjusted by the National Geodetic Survey in June 1991..
 KV2948
 KV2948.The geoid height was determined by GEOID03.
 KV2948
 KV2948.The dynamic height is computed by dividing the NAVD 88
 KV2948.geopotential number by the normal gravity value computed on the
 KV2948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2948.degrees latitude (g = 980.6199 gals.).
 KV2948
 KV2948.The modeled gravity was interpolated from observed gravity values.
 KV2948
 KV2948;                    North         East    Units  Estimated Accuracy
 KV2948;SPC NJ       -   205,420.       92,400.      MT  (+/- 180 meters Scaled)
 KV2948
 KV2948                          SUPERSEDED SURVEY CONTROL
 KV2948
 KV2948  NGVD 29 (01/10/92)   60.109  (m)          197.21   (f) ADJUSTED    1 1
 KV2948
 KV2948.Superseded values are not recommended for survey control.
 KV2948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2948.See file dsdata.txt to determine how the superseded data were derived.
 KV2948
 KV2948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL846034(NAD 83)
 KV2948_MARKER: DB = BENCH MARK DISK
 KV2948_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 KV2948_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 KV2948_STAMPING: A 77 1978
 KV2948_MARK LOGO: NGS   
 KV2948_PROJECTION: PROJECTING 5 CENTIMETERS
 KV2948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2948_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2948+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1989
 KV2948_ROD/PIPE-DEPTH: 2.4  meters
 KV2948_SLEEVE-DEPTH  : 1 meters
 KV2948
 KV2948  HISTORY     - Date     Condition        Report By
 KV2948  HISTORY     - 1978     MONUMENTED       NGS
 KV2948  HISTORY     - 19891010 GOOD             NJGS
 KV2948
 KV2948                          STATION DESCRIPTION
 KV2948
 KV2948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2948'IN PHILLIPSBURG.
 KV2948'SET IN THE FRONT LAWN OF THE ANDOVER-MORRIS SCHOOL, 131 FEET SOUTHWEST
 KV2948'OF THE CENTER LINE OF SOUTH MAIN STREET, 69 FEET NORTHWEST OF THE
 KV2948'MAIN ENTRANCE TO THE SCHOOL, 6.5 FEET NORTHWEST OF A FLAG POLE, AND
 KV2948'4 FEET NORTH OF THE NORTH CORNER OF A SIDE WALK AROUND THE SCHOOL.
 KV2948
 KV2948                          STATION RECOVERY (1989)
 KV2948
 KV2948'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV2948'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV2948'IN PHILLIPSBURG, SET IN THE FRONT LAWN OF THE ANDOVER MORRIS
 KV2948'SCHOOL,LOCATED ON THE SOUTHWEST SIDE OF SOUTH MAIN STREET, 40.0 M
 KV2948'(131.2 FT) SOUTHWEST OF THE CENTERLINE OF SOUTH MAIN STREET, 21.0 M
 KV2948'(68.9 FT) NORTHWEST OF THE MAIN ENTRANCE TO THE SCHOOL, 2.0 M
 KV2948'(6.6 FT) NORTHWEST OF A FLAG POLE, 1.21 M (4.0 FT) NORTH OF THE NORTH
 KV2948'CORNER OF A SIDEWALK AROUND THE SCHOOL. ABOUT LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2924 ***********************************************************************
 KV2924  DESIGNATION -  A 78
 KV2924  PID         -  KV2924
 KV2924  STATE/COUNTY-  NJ/SOMERSET
 KV2924  USGS QUAD   -  RARITAN (1981)
 KV2924
 KV2924                         *CURRENT SURVEY CONTROL
 KV2924  ___________________________________________________________________
 KV2924* NAD 83(1986)-  40 36 33.     (N)    074 42 49.     (W)     SCALED    
 KV2924* NAVD 88     -        63.667  (meters)     208.88   (feet)  ADJUSTED  
 KV2924  ___________________________________________________________________
 KV2924  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KV2924  DYNAMIC HT  -          63.639 (meters)     208.79  (feet)  COMP
 KV2924  MODELED GRAV-     980,179.2   (mgal)                       NAVD 88
 KV2924
 KV2924  VERT ORDER  -  FIRST     CLASS II
 KV2924
 KV2924.The horizontal coordinates were scaled from a topographic map and have
 KV2924.an estimated accuracy of +/- 6 seconds.
 KV2924
 KV2924.The orthometric height was determined by differential leveling
 KV2924.and adjusted by the National Geodetic Survey in June 1991..
 KV2924
 KV2924.The geoid height was determined by GEOID03.
 KV2924
 KV2924.The dynamic height is computed by dividing the NAVD 88
 KV2924.geopotential number by the normal gravity value computed on the
 KV2924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2924.degrees latitude (g = 980.6199 gals.).
 KV2924
 KV2924.The modeled gravity was interpolated from observed gravity values.
 KV2924
 KV2924;                    North         East    Units  Estimated Accuracy
 KV2924;SPC NJ       -   197,170.      131,920.      MT  (+/- 180 meters Scaled)
 KV2924
 KV2924                          SUPERSEDED SURVEY CONTROL
 KV2924
 KV2924  NGVD 29 (01/10/92)   63.923  (m)          209.72   (f) ADJUSTED    1 2
 KV2924
 KV2924.Superseded values are not recommended for survey control.
 KV2924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2924.See file dsdata.txt to determine how the superseded data were derived.
 KV2924
 KV2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK242954(NAD 83)
 KV2924_MARKER: DB = BENCH MARK DISK
 KV2924_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2924_SP_SET: STAINLESS STEEL ROD
 KV2924_STAMPING: A 78 1978
 KV2924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2924
 KV2924  HISTORY     - Date     Condition        Report By
 KV2924  HISTORY     - 1978     MONUMENTED       NGS
 KV2924  HISTORY     - 20030111 MARK NOT FOUND   USPSQD
 KV2924
 KV2924                          STATION DESCRIPTION
 KV2924
 KV2924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2924'1.9 MI SE FROM WHITEHOUSE.
 KV2924'0.3 MILE SOUTHEAST ALONG OLD HIGHWAY 28 FROM THE POST OFFICE AT
 KV2924'WHITEHOUSE, HUNTERDON COUNTY, THENCE 1.6 MILES SOUTHEAST ALONG STATE
 KV2924'HIGHWAY 22, 0.1 MILE SOUTHEAST OF THE SOMERSET AND HUNTERDON COUNTY
 KV2924'LINE AND ROAD, 74.8 FEET EAST OF THE EAST CORNER OF THE OFFICE OF
 KV2924'DR. KENNETH SOHMER, MD., 31.0 FEET SOUTHWEST OF THE CENTER OF THE
 KV2924'2 EAST BOUND LANES OF HIGHWAY 22, AND 3.2 FEET SOUTHEAST OF A POWER
 KV2924'POLE WITH ONE GUY WIRE.
 KV2924
 KV2924                          STATION RECOVERY (2003)
 KV2924
 KV2924'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 KV2924'SOIL LEVEL WAS RAISED AND WE COULD NOT DIG DEEP ENOUGH TO PROBE FOR
 KV2924'THE NOW MORE DEEPLY BURIED MARKER ON TOP OF THE UNDERGROUND PIPE.  A
 KV2924'METAL DETECTOR IS RECOMMENDED FOR FUTURE SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2308 ***********************************************************************
 JU2308  DESIGNATION -  A 79
 JU2308  PID         -  JU2308
 JU2308  STATE/COUNTY-  NJ/CUMBERLAND
 JU2308  USGS QUAD   -  HEISLERVILLE (1977)
 JU2308
 JU2308                         *CURRENT SURVEY CONTROL
 JU2308  ___________________________________________________________________
 JU2308* NAD 83(1986)-  39 12 55.     (N)    074 56 31.     (W)     SCALED    
 JU2308* NAVD 88     -         1.046  (meters)       3.43   (feet)  ADJUSTED  
 JU2308  ___________________________________________________________________
 JU2308  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 JU2308  DYNAMIC HT  -           1.045 (meters)       3.43  (feet)  COMP
 JU2308  MODELED GRAV-     980,090.3   (mgal)                       NAVD 88
 JU2308
 JU2308  VERT ORDER  -  FIRST     CLASS II
 JU2308
 JU2308.The horizontal coordinates were scaled from a topographic map and have
 JU2308.an estimated accuracy of +/- 6 seconds.
 JU2308
 JU2308.The orthometric height was determined by differential leveling
 JU2308.and adjusted by the National Geodetic Survey in June 1991..
 JU2308
 JU2308.The geoid height was determined by GEOID03.
 JU2308
 JU2308.The dynamic height is computed by dividing the NAVD 88
 JU2308.geopotential number by the normal gravity value computed on the
 JU2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2308.degrees latitude (g = 980.6199 gals.).
 JU2308
 JU2308.The modeled gravity was interpolated from observed gravity values.
 JU2308
 JU2308;                    North         East    Units  Estimated Accuracy
 JU2308;SPC NJ       -    42,490.      111,840.      MT  (+/- 180 meters Scaled)
 JU2308
 JU2308                          SUPERSEDED SURVEY CONTROL
 JU2308
 JU2308  NGVD 29 (01/10/92)    1.413  (m)            4.64   (f) ADJUSTED    1 2
 JU2308
 JU2308.Superseded values are not recommended for survey control.
 JU2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2308.See file dsdata.txt to determine how the superseded data were derived.
 JU2308
 JU2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ050406(NAD 83)
 JU2308_MARKER: DB = BENCH MARK DISK
 JU2308_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2308_SP_SET: STAINLESS STEEL ROD
 JU2308_STAMPING: A 79 1979
 JU2308_PROJECTION: RECESSED 5 CENTIMETERS
 JU2308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2308_ROD/PIPE-DEPTH: 6.10 meters
 JU2308
 JU2308  HISTORY     - Date     Condition        Report By
 JU2308  HISTORY     - 1979     MONUMENTED       NGS
 JU2308
 JU2308                          STATION DESCRIPTION
 JU2308
 JU2308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2308'2.1 MI NW FROM ELDORA.
 JU2308'2.1 MILES NORTTHWEST ALONG STATE ROUTE 47 FROM THE MOST SOUTHEASTERLY
 JU2308'OF TWO Y-JUNCTIONS OF COUNTY ROAD 550 IN ELDORA, AT THE JUNCTION OF
 JU2308'WHITNEY POINT ROAD, SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JU2308'23 FEET NORTHEAST OF THE CENTER OF THE ROAD, 4 FEET NORTHWEST OF
 JU2308'A POWER POLE WITH A GUY WIRE.
 JU2308'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 JU2308'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0104 ***********************************************************************
 JU0104  DESIGNATION -  A 8
 JU0104  PID         -  JU0104
 JU0104  STATE/COUNTY-  NJ/OCEAN
 JU0104  USGS QUAD   -  NEW GRETNA (1977)
 JU0104
 JU0104                         *CURRENT SURVEY CONTROL
 JU0104  ___________________________________________________________________
 JU0104* NAD 83(1986)-  39 35 53.     (N)    074 22 42.     (W)     SCALED    
 JU0104* NAVD 88     -        17.575  (meters)      57.66   (feet)  ADJUSTED  
 JU0104  ___________________________________________________________________
 JU0104  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JU0104  DYNAMIC HT  -          17.566 (meters)      57.63  (feet)  COMP
 JU0104  MODELED GRAV-     980,155.6   (mgal)                       NAVD 88
 JU0104
 JU0104  VERT ORDER  -  FIRST     CLASS I
 JU0104
 JU0104.The horizontal coordinates were scaled from a topographic map and have
 JU0104.an estimated accuracy of +/- 6 seconds.
 JU0104
 JU0104.The orthometric height was determined by differential leveling
 JU0104.and adjusted by the National Geodetic Survey in June 1991..
 JU0104
 JU0104.The geoid height was determined by GEOID03.
 JU0104
 JU0104.The dynamic height is computed by dividing the NAVD 88
 JU0104.geopotential number by the normal gravity value computed on the
 JU0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0104.degrees latitude (g = 980.6199 gals.).
 JU0104
 JU0104.The modeled gravity was interpolated from observed gravity values.
 JU0104
 JU0104;                    North         East    Units  Estimated Accuracy
 JU0104;SPC NJ       -    84,900.      160,450.      MT  (+/- 180 meters Scaled)
 JU0104
 JU0104                          SUPERSEDED SURVEY CONTROL
 JU0104
 JU0104  NGVD 29 (04/16/92)   17.963  (m)           58.93   (f) ADJUSTED    1 1
 JU0104
 JU0104.Superseded values are not recommended for survey control.
 JU0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0104.See file dsdata.txt to determine how the superseded data were derived.
 JU0104
 JU0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ533833(NAD 83)
 JU0104_MARKER: DB = BENCH MARK DISK
 JU0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0104_STAMPING: A 8 1930 58.934
 JU0104_MARK LOGO: CGS   
 JU0104_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0104+STABILITY: SURFACE MOTION
 JU0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0104+SATELLITE: SATELLITE OBSERVATIONS - January 31, 1995
 JU0104
 JU0104  HISTORY     - Date     Condition        Report By
 JU0104  HISTORY     - 1930     MONUMENTED       CGS
 JU0104  HISTORY     - 1964     GOOD             CGS
 JU0104  HISTORY     - 1979     GOOD             NGS
 JU0104  HISTORY     - 1983     GOOD             USPSQD
 JU0104  HISTORY     - 1985     GOOD             USPSQD
 JU0104  HISTORY     - 19940916 GOOD             USPSQD
 JU0104  HISTORY     - 19950131 GOOD             NJGS
 JU0104
 JU0104                          STATION DESCRIPTION
 JU0104
 JU0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0104'2.2 MI W FROM TUCKERTON.
 JU0104'ABOUT 2.3 MILES WEST ALONG U.S. HIGHWAY 9 FROM THE POST
 JU0104'OFFICE AT TUCKERTON, 0.7 MILE EAST OF THE BURLINGTON-OCEAN COUNTY
 JU0104'LINE, 35.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 10 FEET
 JU0104'SOUTH-SOUTHWEST OF A 10 INCH OAK TREE WITH A SMALL TRIANGULAR
 JU0104'SHAPED BLAZE, 78 FEET NORTHEAST OF AND ACROSS HIGHWAY FROM CABLE
 JU0104'LINE POLE 837, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 JU0104'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU0104'ABOUT 0.5 FOOT.
 JU0104
 JU0104                          STATION RECOVERY (1979)
 JU0104
 JU0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0104'THE MARK IS 1 FT  W FROM A WITNESS POST.
 JU0104
 JU0104                          STATION RECOVERY (1983)
 JU0104
 JU0104'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU0104'RECOVERED IN GOOD CONDITION.
 JU0104
 JU0104                          STATION RECOVERY (1985)
 JU0104
 JU0104'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0104'RECOVERED IN GOOD CONDITION.
 JU0104
 JU0104                          STATION RECOVERY (1994)
 JU0104
 JU0104'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0104'RECOVERED IN GOOD CONDITION.
 JU0104
 JU0104                          STATION RECOVERY (1995)
 JU0104
 JU0104'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0104'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3508 ***********************************************************************
 KV3508  DESIGNATION -  A 80
 KV3508  PID         -  KV3508
 KV3508  STATE/COUNTY-  NJ/MONMOUTH
 KV3508  USGS QUAD   -  SANDY HOOK (1981)
 KV3508
 KV3508                         *CURRENT SURVEY CONTROL
 KV3508  ___________________________________________________________________
 KV3508* NAD 83(1986)-  40 24 48.     (N)    074 03 08.     (W)     SCALED    
 KV3508* NAVD 88     -         4.819  (meters)      15.81   (feet)  ADJUSTED  
 KV3508  ___________________________________________________________________
 KV3508  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV3508  DYNAMIC HT  -           4.817 (meters)      15.80  (feet)  COMP
 KV3508  MODELED GRAV-     980,207.4   (mgal)                       NAVD 88
 KV3508
 KV3508  VERT ORDER  -  FIRST     CLASS II
 KV3508
 KV3508.The horizontal coordinates were scaled from a topographic map and have
 KV3508.an estimated accuracy of +/- 6 seconds.
 KV3508
 KV3508.The orthometric height was determined by differential leveling
 KV3508.and adjusted by the National Geodetic Survey in June 1991..
 KV3508
 KV3508.The geoid height was determined by GEOID03.
 KV3508
 KV3508.The dynamic height is computed by dividing the NAVD 88
 KV3508.geopotential number by the normal gravity value computed on the
 KV3508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3508.degrees latitude (g = 980.6199 gals.).
 KV3508
 KV3508.The modeled gravity was interpolated from observed gravity values.
 KV3508
 KV3508;                    North         East    Units  Estimated Accuracy
 KV3508;SPC NJ       -   175,500.      188,000.      MT  (+/- 180 meters Scaled)
 KV3508
 KV3508                          SUPERSEDED SURVEY CONTROL
 KV3508
 KV3508  NGVD 29 (01/10/92)    5.134  (m)           16.84   (f) ADJUSTED    1 2
 KV3508
 KV3508.Superseded values are not recommended for survey control.
 KV3508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3508.See file dsdata.txt to determine how the superseded data were derived.
 KV3508
 KV3508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK804740(NAD 83)
 KV3508_MARKER: DB = BENCH MARK DISK
 KV3508_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KV3508_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KV3508_STAMPING: A 80 1979
 KV3508_MARK LOGO: NGS   
 KV3508_PROJECTION: RECESSED 5 CENTIMETERS
 KV3508_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV3508+STABILITY: POSITION/ELEVATION WELL
 KV3508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3508+SATELLITE: SATELLITE OBSERVATIONS - December 22, 1988
 KV3508_ROD/PIPE-DEPTH: 10.7 meters
 KV3508
 KV3508  HISTORY     - Date     Condition        Report By
 KV3508  HISTORY     - 1979     MONUMENTED       NGS
 KV3508  HISTORY     - 19881222 GOOD             NJGS
 KV3508  HISTORY     - 19950717 MARK NOT FOUND   USPSQD
 KV3508  HISTORY     - 19970825 MARK NOT FOUND   USPSQD
 KV3508
 KV3508                          STATION DESCRIPTION
 KV3508
 KV3508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3508'0.3 MI EAST FROM LEONARDO.
 KV3508'0.3 MILE EAST ALONG STATE ROUTE 36 FROM THE JUNCTION OF LEONARDO
 KV3508'AVENUE IN LEONARDO TO THE MARK ON THE LEFT, SET ON THE NORTH SIDE OF
 KV3508'POWER POLE K 89, JC 78 MDT A POWER LINE CROSSING , 0 2 MILE WEST OF
 KV3508'THE JUNCTION OF ROUTE 36 AND D AVENUE, 76.8 FEET EAST OF THE SOUTHEAST
 KV3508'LEG OF A BILL BOARD, 48 FEET NORTHWEST OF THE WEST END OF A 2 FOOT
 KV3508'GALVANIZED METAL GUARD RAIL, 53 FEET NORTH OF THE CONCRETE MEDUIM OF
 KV3508'ROUTE 36, AND 12 FEET NORTH OF POWER POLE K 89, JC 78 MDT.
 KV3508'THE MARK IS 1 FT  W FROM A WITNESS POST.
 KV3508'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 KV3508
 KV3508                          STATION RECOVERY (1988)
 KV3508
 KV3508'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV3508'0.5 KM (0.80 MI) EAST ALONG STATE ROUTE 36 FROM THE JUNCTION OF
 KV3508'LEONARDO AVENUE IN LEONARDO TO THE MARK ON THE NORTH BOUND SIDE OF
 KV3508'ROUTE 36, MARK CAN ALSO BE REACHED GOING WEST ON ROUTE 36 FOR 0.3 KM
 KV3508'(0.48 MI) FROM JUNCTION OF ROUTE 36 AND D AVENUE, 23.41 M (76.80 FT)
 KV3508'EAST OF THE SOUTHEAST LEG OF A BILLBOARD, 14.63 M (48.00 FT) NORTHWEST
 KV3508'OF THE WEST END OF A 2 FOOT METAL GUIDE RAIL, 16.16 M (53.02 FT)
 KV3508'NORTH OF THE CONCRETE MEDIAN OF ROUTE 36, 3.66 M (12.01 FT) NORTH OF
 KV3508'POWER POLE K89 JC78MDT.
 KV3508
 KV3508                          STATION RECOVERY (1995)
 KV3508
 KV3508'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3508'MARK NOT FOUND.
 KV3508
 KV3508                          STATION RECOVERY (1997)
 KV3508
 KV3508'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV3508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0696 ***********************************************************************
 LY0696  DESIGNATION -  A 81
 LY0696  PID         -  LY0696
 LY0696  STATE/COUNTY-  NJ/SUSSEX
 LY0696  USGS QUAD   -  FRANKLIN (1971)
 LY0696
 LY0696                         *CURRENT SURVEY CONTROL
 LY0696  ___________________________________________________________________
 LY0696* NAD 83(1986)-  41 07 07.     (N)    074 35 31.     (W)     SCALED    
 LY0696* NAVD 88     -       168.121  (meters)     551.58   (feet)  ADJUSTED  
 LY0696  ___________________________________________________________________
 LY0696  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LY0696  DYNAMIC HT  -         168.048 (meters)     551.34  (feet)  COMP
 LY0696  MODELED GRAV-     980,188.3   (mgal)                       NAVD 88
 LY0696
 LY0696  VERT ORDER  -  FIRST     CLASS II
 LY0696
 LY0696.The horizontal coordinates were scaled from a topographic map and have
 LY0696.an estimated accuracy of +/- 6 seconds.
 LY0696
 LY0696.The orthometric height was determined by differential leveling
 LY0696.and adjusted by the National Geodetic Survey in June 1991..
 LY0696
 LY0696.The geoid height was determined by GEOID03.
 LY0696
 LY0696.The dynamic height is computed by dividing the NAVD 88
 LY0696.geopotential number by the normal gravity value computed on the
 LY0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0696.degrees latitude (g = 980.6199 gals.).
 LY0696
 LY0696.The modeled gravity was interpolated from observed gravity values.
 LY0696
 LY0696;                    North         East    Units  Estimated Accuracy
 LY0696;SPC NJ       -   253,720.      142,280.      MT  (+/- 180 meters Scaled)
 LY0696
 LY0696                          SUPERSEDED SURVEY CONTROL
 LY0696
 LY0696  NGVD 29 (??/??/92)  168.320  (m)          552.23   (f) ADJ UNCH    1 2
 LY0696
 LY0696.Superseded values are not recommended for survey control.
 LY0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0696.See file dsdata.txt to determine how the superseded data were derived.
 LY0696
 LY0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL342520(NAD 83)
 LY0696_MARKER: DB = BENCH MARK DISK
 LY0696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0696_SP_SET: CURB
 LY0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0696
 LY0696  HISTORY     - Date     Condition        Report By
 LY0696  HISTORY     - UNK      MONUMENTED       NJZINC
 LY0696  HISTORY     - 1934     GOOD             NGS
 LY0696  HISTORY     - 20060920 MARK NOT FOUND   AASCO
 LY0696
 LY0696                          STATION DESCRIPTION
 LY0696
 LY0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0696'AT FRANKLIN.
 LY0696'AT FRANKLIN, SUSSEX COUNTY, ON FOWLER STREET, 200 FEET NORTH
 LY0696'OF CHURCH STREET, IN FRONT OF THE PROPERTY AT 7 FOWLER ST.,
 LY0696'32 FEET SOUTHWEST OF A FIRE HYDRANT, AND IN THE TOP OF THE
 LY0696'WEST CURB.  A WROUGHT-IRON FENCE.
 LY0696
 LY0696                          STATION RECOVERY (2006)
 LY0696
 LY0696'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 LY0696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2342 ***********************************************************************
 JU2342  DESIGNATION -  A 81
 JU2342  PID         -  JU2342
 JU2342  STATE/COUNTY-  NJ/CAPE MAY
 JU2342  USGS QUAD   -  STONE HARBOR (1972)
 JU2342
 JU2342                         *CURRENT SURVEY CONTROL
 JU2342  ___________________________________________________________________
 JU2342* NAD 83(1986)-  39 06 06.     (N)    074 48 37.     (W)     SCALED    
 JU2342* NAVD 88     -         3.986  (meters)      13.08   (feet)  ADJUSTED  
 JU2342  ___________________________________________________________________
 JU2342  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 JU2342  DYNAMIC HT  -           3.984 (meters)      13.07  (feet)  COMP
 JU2342  MODELED GRAV-     980,068.5   (mgal)                       NAVD 88
 JU2342
 JU2342  VERT ORDER  -  FIRST     CLASS II
 JU2342
 JU2342.The horizontal coordinates were scaled from a topographic map and have
 JU2342.an estimated accuracy of +/- 6 seconds.
 JU2342
 JU2342.The orthometric height was determined by differential leveling
 JU2342.and adjusted by the National Geodetic Survey in June 1991..
 JU2342
 JU2342.The geoid height was determined by GEOID03.
 JU2342
 JU2342.The dynamic height is computed by dividing the NAVD 88
 JU2342.geopotential number by the normal gravity value computed on the
 JU2342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2342.degrees latitude (g = 980.6199 gals.).
 JU2342
 JU2342.The modeled gravity was interpolated from observed gravity values.
 JU2342
 JU2342;                    North         East    Units  Estimated Accuracy
 JU2342;SPC NJ       -    29,830.      123,160.      MT  (+/- 180 meters Scaled)
 JU2342
 JU2342                          SUPERSEDED SURVEY CONTROL
 JU2342
 JU2342  NGVD 29 (01/10/92)    4.384  (m)           14.38   (f) ADJUSTED    1 2
 JU2342
 JU2342.Superseded values are not recommended for survey control.
 JU2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2342.See file dsdata.txt to determine how the superseded data were derived.
 JU2342
 JU2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ164280(NAD 83)
 JU2342_MARKER: DB = BENCH MARK DISK
 JU2342_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2342_SP_SET: STAINLESS STEEL ROD
 JU2342_STAMPING: A 81 1979
 JU2342_PROJECTION: FLUSH
 JU2342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2342_ROD/PIPE-DEPTH: 6.10 meters
 JU2342
 JU2342  HISTORY     - Date     Condition        Report By
 JU2342  HISTORY     - 1979     MONUMENTED       NGS
 JU2342
 JU2342                          STATION DESCRIPTION
 JU2342
 JU2342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2342'1.4 MI NE FROM CAPE MAY COURT HOUSE.
 JU2342'1.4 MILES NORTHEAST ALONG U S HIGHWAY 9 FROM THE COURT HOUSE IN
 JU2342'CAPE MAY COURT HOUSE TO THE MARK ON THE LEFT, AT THE SOUTH CORNER
 JU2342'OF CAPE MAY PARK, 87 FEET EAST-NORTHEAST OF THE CENTER LINE OF A
 JU2342'ROAD LEADING NORTH THROUGH THE PARK, 71 FEET NORTHEAST OF THE CENTER
 JU2342'OF THE JUNCTION OF A ROAD LEADING SOUTHEAST TO CREST HAVE COUNTY
 JU2342'HOME, 69 FEET WEST SOUTHWEST OF POWER POLE NUMBER W1393, 57.5 FEET
 JU2342'EAST-NORTHEAST OF POWER POLE NUMBER W1394, 25 FEET NORTH-NORTHWEST
 JU2342'OF THE CENTER LINE OF THE HIGHWAY, AND 2 FEET NORTH-NORTHWEST OF A
 JU2342'FENCE LINE.
 JU2342'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2231 ***********************************************************************
 JU2231  DESIGNATION -  A 82
 JU2231  PID         -  JU2231
 JU2231  STATE/COUNTY-  NJ/SALEM
 JU2231  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2231
 JU2231                         *CURRENT SURVEY CONTROL
 JU2231  ___________________________________________________________________
 JU2231* NAD 83(1986)-  39 40 09.     (N)    075 30 20.     (W)     SCALED    
 JU2231* NAVD 88     -         2.719  (meters)       8.92   (feet)  ADJUSTED  
 JU2231  ___________________________________________________________________
 JU2231  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JU2231  DYNAMIC HT  -           2.717 (meters)       8.91  (feet)  COMP
 JU2231  MODELED GRAV-     980,155.4   (mgal)                       NAVD 88
 JU2231
 JU2231  VERT ORDER  -  FIRST     CLASS II
 JU2231
 JU2231.The horizontal coordinates were scaled from a topographic map and have
 JU2231.an estimated accuracy of +/- 6 seconds.
 JU2231
 JU2231.The orthometric height was determined by differential leveling
 JU2231.and adjusted by the National Geodetic Survey in June 1991..
 JU2231
 JU2231.The geoid height was determined by GEOID03.
 JU2231
 JU2231.The dynamic height is computed by dividing the NAVD 88
 JU2231.geopotential number by the normal gravity value computed on the
 JU2231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2231.degrees latitude (g = 980.6199 gals.).
 JU2231
 JU2231.The modeled gravity was interpolated from observed gravity values.
 JU2231
 JU2231;                    North         East    Units  Estimated Accuracy
 JU2231;SPC NJ       -    93,270.       63,730.      MT  (+/- 180 meters Scaled)
 JU2231
 JU2231                          SUPERSEDED SURVEY CONTROL
 JU2231
 JU2231  NGVD 29 (01/10/92)    2.976  (m)            9.76   (f) ADJUSTED    1 2
 JU2231
 JU2231.Superseded values are not recommended for survey control.
 JU2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2231.See file dsdata.txt to determine how the superseded data were derived.
 JU2231
 JU2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ566911(NAD 83)
 JU2231_MARKER: DB = BENCH MARK DISK
 JU2231_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2231_SP_SET: STAINLESS STEEL ROD
 JU2231_STAMPING: A 82 1979
 JU2231_PROJECTION: RECESSED 10 CENTIMETERS
 JU2231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2231+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2003
 JU2231_ROD/PIPE-DEPTH: 11.9 meters
 JU2231
 JU2231  HISTORY     - Date     Condition        Report By
 JU2231  HISTORY     - 1979     MONUMENTED       NGS
 JU2231  HISTORY     - 19961228 GOOD             USPSQD
 JU2231  HISTORY     - 20030522 GOOD             GEOCAC
 JU2231
 JU2231                          STATION DESCRIPTION
 JU2231
 JU2231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2231'1.15 MI NE FROM PENNSVILLE.
 JU2231'1.15 MILES NORTHEAST ALONG STATE ROUTE 49 FROM THE POST OFFICE AT
 JU2231'PENNSVILLE, AT THE T-JUNCTION OF NORTH ROAD AND OPPOSITE AN ASPHALT
 JU2231'SERVICE ROAD, MARGINAL STREET, INSIDE TWIN POWER POLES SUPPORTING A
 JU2231'TRANSFORMER, 110 FT. SOUTHEAST AND ACROSS THE SERVICE ROAD FROM
 JU2231'THE CENTER LINE OF THE ROUTE, 196 FT. NORTHEAST OF THE NORTH
 JU2231'CORNER OF THE MAIN STRUCTURE OF THE FRANKLIN SAVINGS AND LOAN
 JU2231'ASSOCIATION BUILDING, 49 FT. SOUTHEAST OF THE CENTER LINE OF THE
 JU2231'SERVICE ROAD, 55 FT. SOUTHWEST OF THE CENTER LINE OF NORTH ROAD,
 JU2231'39 FT. WEST OF AN 18-INCH MAPLE TREE, 9.8 FT. SOUTHEAST OF POWER POLE
 JU2231'B 25860, 2.1 FT. NORTHWEST OF POWER POLE B 25861.
 JU2231'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 JU2231'THE MARK IS ABOVE LEVEL WITH ROUTE 49.
 JU2231
 JU2231                          STATION RECOVERY (1996)
 JU2231
 JU2231'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2231'RECOVERED IN GOOD CONDITION.
 JU2231
 JU2231                          STATION RECOVERY (2003)
 JU2231
 JU2231'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 JU2231'STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF
 JU2231'NORTH ROAD AND MARGINAL STREET (WHICH IS THE SERVICE ROAD MENTIONED IN
 JU2231'THE 1979 DESCRIPTION). THE STATION IS APPROXIMATELY 18 FEET SOUTHWEST
 JU2231'OF A COPSE OF FIVE EVERGREEN TREES AND IS RECESSED WITHIN A WHITE PVC
 JU2231'PIPE AS DESCRIBED PREVIOUSLY. POWER POLE B 25861 WAS NOT FOUND AT THE
 JU2231'GIVEN DISTANCE FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0939 ***********************************************************************
 JU0939  DESIGNATION -  A 9
 JU0939  PID         -  JU0939
 JU0939  STATE/COUNTY-  NJ/CUMBERLAND
 JU0939  USGS QUAD   -  MILLVILLE (1997)
 JU0939
 JU0939                         *CURRENT SURVEY CONTROL
 JU0939  ___________________________________________________________________
 JU0939* NAD 83(1986)-  39 23 45.     (N)    075 02 18.     (W)     SCALED    
 JU0939* NAVD 88     -         8.589  (meters)      28.18   (feet)  ADJUSTED  
 JU0939  ___________________________________________________________________
 JU0939  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JU0939  DYNAMIC HT  -           8.584 (meters)      28.16  (feet)  COMP
 JU0939  MODELED GRAV-     980,124.4   (mgal)                       NAVD 88
 JU0939
 JU0939  VERT ORDER  -  FIRST     CLASS II
 JU0939
 JU0939.The horizontal coordinates were scaled from a topographic map and have
 JU0939.an estimated accuracy of +/- 6 seconds.
 JU0939
 JU0939.The orthometric height was determined by differential leveling
 JU0939.and adjusted by the National Geodetic Survey in June 1991..
 JU0939
 JU0939.The geoid height was determined by GEOID03.
 JU0939
 JU0939.The dynamic height is computed by dividing the NAVD 88
 JU0939.geopotential number by the normal gravity value computed on the
 JU0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0939.degrees latitude (g = 980.6199 gals.).
 JU0939
 JU0939.The modeled gravity was interpolated from observed gravity values.
 JU0939
 JU0939;                    North         East    Units  Estimated Accuracy
 JU0939;SPC NJ       -    62,580.      103,630.      MT  (+/- 180 meters Scaled)
 JU0939
 JU0939                          SUPERSEDED SURVEY CONTROL
 JU0939
 JU0939  NGVD 29 (04/16/92)    8.920  (m)           29.27   (f) ADJUSTED    1 2
 JU0939
 JU0939.Superseded values are not recommended for survey control.
 JU0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0939.See file dsdata.txt to determine how the superseded data were derived.
 JU0939
 JU0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ966607(NAD 83)
 JU0939_MARKER: DB = BENCH MARK DISK
 JU0939_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0939_SP_SET: BUILDING
 JU0939_STAMPING: 29.495 A 9 1930
 JU0939_MARK LOGO: CGS   
 JU0939_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0939+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 JU0939
 JU0939  HISTORY     - Date     Condition        Report By
 JU0939  HISTORY     - 1930     MONUMENTED       CGS
 JU0939  HISTORY     - 1961     GOOD             CGS
 JU0939  HISTORY     - 1971     GOOD             NJGS
 JU0939  HISTORY     - 1979     GOOD             NGS
 JU0939  HISTORY     - 19840329 GOOD             NGS
 JU0939  HISTORY     - 19950129 GOOD             USPSQD
 JU0939  HISTORY     - 19970719 GOOD             USPSQD
 JU0939  HISTORY     - 20050913 GOOD             NJDEP
 JU0939
 JU0939                          STATION DESCRIPTION
 JU0939
 JU0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0939'AT MILLVILLE.
 JU0939'AT MILLVILLE, CUMBERLAND COUNTY, AT THE MILLVILLE NATIONAL BANK,
 JU0939'IN THE STONEWALL AT THE SOUTHEAST CORNER OF THE BUILDING, AND 3
 JU0939'FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED 29.495 A 9
 JU0939'1930 AND SET VERTICALLY.
 JU0939
 JU0939                          STATION RECOVERY (1971)
 JU0939
 JU0939'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1971
 JU0939'RECOVERED IN GOOD CONDITION.
 JU0939
 JU0939                          STATION RECOVERY (1979)
 JU0939
 JU0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0939'NOTE--THE BANK IS NOW HERITAGE NATIONAL BANK.
 JU0939
 JU0939                          STATION RECOVERY (1984)
 JU0939
 JU0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JU0939'RECOVERED IN GOOD CONDITION.
 JU0939
 JU0939                          STATION RECOVERY (1995)
 JU0939
 JU0939'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0939'RECOVERED IN GOOD CONDITION.
 JU0939
 JU0939                          STATION RECOVERY (1997)
 JU0939
 JU0939'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU0939'RECOVERED IN GOOD CONDITION.
 JU0939
 JU0939                          STATION RECOVERY (2005)
 JU0939
 JU0939'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2005 (WM)
 JU0939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0697 ***********************************************************************
 LY0697  DESIGNATION -  A 91 1/2
 LY0697  PID         -  LY0697
 LY0697  STATE/COUNTY-  NJ/SUSSEX
 LY0697  USGS QUAD   -  FRANKLIN (1971)
 LY0697
 LY0697                         *CURRENT SURVEY CONTROL
 LY0697  ___________________________________________________________________
 LY0697* NAD 83(1986)-  41 07 12.     (N)    074 35 27.     (W)     SCALED    
 LY0697* NAVD 88     -       165.207  (meters)     542.02   (feet)  ADJUSTED  
 LY0697  ___________________________________________________________________
 LY0697  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LY0697  DYNAMIC HT  -         165.136 (meters)     541.78  (feet)  COMP
 LY0697  MODELED GRAV-     980,188.4   (mgal)                       NAVD 88
 LY0697
 LY0697  VERT ORDER  -  FIRST     CLASS II
 LY0697
 LY0697.The horizontal coordinates were scaled from a topographic map and have
 LY0697.an estimated accuracy of +/- 6 seconds.
 LY0697
 LY0697.The orthometric height was determined by differential leveling
 LY0697.and adjusted by the National Geodetic Survey in June 1991..
 LY0697
 LY0697.The geoid height was determined by GEOID03.
 LY0697
 LY0697.The dynamic height is computed by dividing the NAVD 88
 LY0697.geopotential number by the normal gravity value computed on the
 LY0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0697.degrees latitude (g = 980.6199 gals.).
 LY0697
 LY0697.The modeled gravity was interpolated from observed gravity values.
 LY0697
 LY0697;                    North         East    Units  Estimated Accuracy
 LY0697;SPC NJ       -   253,880.      142,370.      MT  (+/- 180 meters Scaled)
 LY0697
 LY0697                          SUPERSEDED SURVEY CONTROL
 LY0697
 LY0697  NGVD 29 (??/??/92)  165.406  (m)          542.67   (f) ADJ UNCH    1 2
 LY0697
 LY0697.Superseded values are not recommended for survey control.
 LY0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0697.See file dsdata.txt to determine how the superseded data were derived.
 LY0697
 LY0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL343521(NAD 83)
 LY0697_MARKER: R = RIVET
 LY0697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0697_SP_SET: CURB
 LY0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0697
 LY0697  HISTORY     - Date     Condition        Report By
 LY0697  HISTORY     - UNK      MONUMENTED       NJZINC
 LY0697  HISTORY     - 1934     GOOD             NGS
 LY0697
 LY0697                          STATION DESCRIPTION
 LY0697
 LY0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0697'AT FRANKLIN.
 LY0697'AT FRANKLIN, SUSSEX COUNTY, ON FOWLER STREET, ABOUT 680 FEET
 LY0697'NORTH OF THE INTERSECTION OF CHURCH STREET, ON THE PROPERTY
 LY0697'LINE BETWEEN THE BUNGALOWS AT 23 AND 25 FOWLER STREET, AND
 LY0697'IN THE TOP OF THE WEST CURB.  A WROUGHT-IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2813 ***********************************************************************
 KU2813  DESIGNATION -  AA BATTERY USCA 1940
 KU2813  PID         -  KU2813
 KU2813  STATE/COUNTY-  NJ/MONMOUTH
 KU2813  USGS QUAD   -  SANDY HOOK (1981)
 KU2813
 KU2813                         *CURRENT SURVEY CONTROL
 KU2813  ___________________________________________________________________
 KU2813* NAD 83(1996)-  40 25 30.60930(N)    073 58 56.50143(W)     ADJUSTED  
 KU2813* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU2813  ___________________________________________________________________
 KU2813  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 KU2813  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KU2813
 KU2813  HORZ ORDER  -  SECOND
 KU2813
 KU2813.The horizontal coordinates were established by classical geodetic methods
 KU2813.and adjusted by the National Geodetic Survey in September 1999..
 KU2813
 KU2813.The orthometric height was scaled from a topographic map.
 KU2813
 KU2813.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2813
 KU2813.The geoid height was determined by GEOID03.
 KU2813
 KU2813;                    North         East     Units Scale Factor Converg.
 KU2813;SPC NJ       -   176,848.601   193,923.479   MT  0.99992374   +0 20 08.4
 KU2813;SPC NJ       -   580,210.79    636,230.61   sFT  0.99992374   +0 20 08.4
 KU2813;UTM  18      - 4,475,445.727   586,324.903   MT  0.99969173   +0 39 35.8
 KU2813
 KU2813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2813!SPC NJ       -   1.00000499  x   0.99992374  =   0.99992873
 KU2813!UTM  18      -   1.00000499  x   0.99969173  =   0.99969672
 KU2813
 KU2813                          SUPERSEDED SURVEY CONTROL
 KU2813
 KU2813  NAD 83(1996)-  40 25 30.60913(N)    073 58 56.50114(W) AD(       ) 2
 KU2813  NAD 83(1986)-  40 25 30.60903(N)    073 58 56.50115(W) AD(       ) 2
 KU2813  NAD 27      -  40 25 30.21700(N)    073 58 58.00900(W) AD(       ) 2
 KU2813
 KU2813.Superseded values are not recommended for survey control.
 KU2813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2813.See file dsdata.txt to determine how the superseded data were derived.
 KU2813
 KU2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8632575446(NAD 83)
 KU2813_MARKER: DD = SURVEY DISK
 KU2813_SETTING: 0 = UNSPECIFIED SETTING
 KU2813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2813
 KU2813  HISTORY     - Date     Condition        Report By
 KU2813  HISTORY     - 1940     MONUMENTED       LOCENG
 KU2813  HISTORY     - 1962     MARK NOT FOUND   CGS
 KU2813  HISTORY     - 19920802 MARK NOT FOUND   USPSQD
 KU2813
 KU2813                          STATION DESCRIPTION
 KU2813
 KU2813'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (CIA)
 KU2813'STATION IS MARKED BY A U.S.C.A. DISK, SET IN THE TOP OF A CONCRETE
 KU2813'MONUMENT ON THE HIGH GROUND NEAR THE CENTER OF THE AA BATTERY.
 KU2813
 KU2813                          STATION RECOVERY (1962)
 KU2813
 KU2813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2813'NOT RECOVERED.  NO TRACE OF THE MARK WAS FOUND.
 KU2813
 KU2813                          STATION RECOVERY (1992)
 KU2813
 KU2813'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2814 ***********************************************************************
 KU2814  DESIGNATION -  AA ORIENTING USCA 1940
 KU2814  PID         -  KU2814
 KU2814  STATE/COUNTY-  NJ/MONMOUTH
 KU2814  USGS QUAD   -  SANDY HOOK (1981)
 KU2814
 KU2814                         *CURRENT SURVEY CONTROL
 KU2814  ___________________________________________________________________
 KU2814* NAD 83(1996)-  40 25 27.64849(N)    073 58 57.72033(W)     ADJUSTED  
 KU2814* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU2814  ___________________________________________________________________
 KU2814  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 KU2814  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KU2814
 KU2814  HORZ ORDER  -  SECOND
 KU2814
 KU2814.The horizontal coordinates were established by classical geodetic methods
 KU2814.and adjusted by the National Geodetic Survey in September 1999..
 KU2814
 KU2814.The orthometric height was scaled from a topographic map.
 KU2814
 KU2814.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2814
 KU2814.The geoid height was determined by GEOID03.
 KU2814
 KU2814;                    North         East     Units Scale Factor Converg.
 KU2814;SPC NJ       -   176,757.114   193,895.283   MT  0.99992371   +0 20 07.6
 KU2814;SPC NJ       -   579,910.63    636,138.11   sFT  0.99992371   +0 20 07.6
 KU2814;UTM  18      - 4,475,354.104   586,297.232   MT  0.99969167   +0 39 34.9
 KU2814
 KU2814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2814!SPC NJ       -   1.00000499  x   0.99992371  =   0.99992870
 KU2814!UTM  18      -   1.00000499  x   0.99969167  =   0.99969666
 KU2814
 KU2814                          SUPERSEDED SURVEY CONTROL
 KU2814
 KU2814  NAD 83(1996)-  40 25 27.64832(N)    073 58 57.72003(W) AD(       ) 2
 KU2814  NAD 83(1986)-  40 25 27.64824(N)    073 58 57.72004(W) AD(       ) 2
 KU2814  NAD 27      -  40 25 27.25700(N)    073 58 59.22800(W) AD(       ) 2
 KU2814
 KU2814.Superseded values are not recommended for survey control.
 KU2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2814.See file dsdata.txt to determine how the superseded data were derived.
 KU2814
 KU2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8629775354(NAD 83)
 KU2814_MARKER: DD = SURVEY DISK
 KU2814_SETTING: 0 = UNSPECIFIED SETTING
 KU2814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2814
 KU2814  HISTORY     - Date     Condition        Report By
 KU2814  HISTORY     - 1940     MONUMENTED       LOCENG
 KU2814  HISTORY     - 1962     MARK NOT FOUND   CGS
 KU2814  HISTORY     - 19920802 MARK NOT FOUND   USPSQD
 KU2814
 KU2814                          STATION DESCRIPTION
 KU2814
 KU2814'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (CIA)
 KU2814'STATION IS MARKED BY A U.S.C.A. DISK, SET IN THE TOP OF A CONCRETE
 KU2814'MONUMENT NEAR THE S EDGE OF A SMALL EXCAVATION S OF STATION COAST.
 KU2814
 KU2814                          STATION RECOVERY (1962)
 KU2814
 KU2814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2814'NOT RECOVERED.  IN AN AREA OF BRUSH-COVERED SAND DUNES, IT COULD
 KU2814'NOT BE FOUND.
 KU2814
 KU2814                          STATION RECOVERY (1992)
 KU2814
 KU2814'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6994 ***********************************************************************
 KV6994  DESIGNATION -  ABERDEEN 1
 KV6994  PID         -  KV6994
 KV6994  STATE/COUNTY-  NJ/MONMOUTH
 KV6994  USGS QUAD   -  KEYPORT (1977)
 KV6994
 KV6994                         *CURRENT SURVEY CONTROL
 KV6994  ___________________________________________________________________
 KV6994* NAD 83(1996)-  40 25 10.82262(N)    074 12 46.86239(W)     ADJUSTED  
 KV6994* NAVD 88     -        13.9    (meters)      46.     (feet)  GPS OBS   
 KV6994  ___________________________________________________________________
 KV6994  X           -   1,322,929.386 (meters)                     COMP
 KV6994  Y           -  -4,679,190.780 (meters)                     COMP
 KV6994  Z           -   4,113,561.202 (meters)                     COMP
 KV6994  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 KV6994  ELLIP HEIGHT-         -18.45  (meters)          (10/23/02) GPS OBS
 KV6994  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV6994
 KV6994  HORZ ORDER  -  FIRST
 KV6994  ELLP ORDER  -  FOURTH    CLASS I
 KV6994
 KV6994.The horizontal coordinates were established by GPS observations
 KV6994.and adjusted by the National Geodetic Survey in May 1999..
 KV6994
 KV6994.The orthometric height was determined by GPS observations and a
 KV6994.high-resolution geoid model.
 KV6994
 KV6994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6994
 KV6994.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6994
 KV6994.The ellipsoidal height was determined by GPS observations
 KV6994.and is referenced to NAD 83.
 KV6994
 KV6994.The geoid height was determined by GEOID03.
 KV6994
 KV6994;                    North         East     Units Scale Factor Converg.
 KV6994;SPC NJ       -   176,149.219   174,353.452   MT  0.99990730   +0 11 09.9
 KV6994;SPC NJ       -   577,916.23    572,024.62   sFT  0.99990730   +0 11 09.9
 KV6994;UTM  18      - 4,474,635.807   566,763.887   MT  0.99965487   +0 30 37.0
 KV6994
 KV6994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6994!SPC NJ       -   1.00000289  x   0.99990730  =   0.99991019
 KV6994!UTM  18      -   1.00000289  x   0.99965487  =   0.99965776
 KV6994
 KV6994:                Primary Azimuth Mark                     Grid Az
 KV6994:SPC NJ       -  ABERDEEN 2                               319 17 23.1
 KV6994:UTM  18      -  ABERDEEN 2                               318 57 56.0
 KV6994
 KV6994|---------------------------------------------------------------------|
 KV6994| PID    Reference Object                     Distance      Geod. Az  |
 KV6994|                                                           dddmmss.s |
 KV6994| KV6995 ABERDEEN 2                          APPROX. 0.7 KM 3192833.0 |
 KV6994|---------------------------------------------------------------------|
 KV6994
 KV6994                          SUPERSEDED SURVEY CONTROL
 KV6994
 KV6994  NAD 83(1996)-  40 25 10.82202(N)    074 12 46.86258(W) AD(       ) 1
 KV6994  NAD 83(1992)-  40 25 10.82173(N)    074 12 46.86251(W) AD(       ) 1
 KV6994  ELLIP H (04/25/94)  -18.52   (m)                       GP(       ) 3 1
 KV6994
 KV6994.Superseded values are not recommended for survey control.
 KV6994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6994.See file dsdata.txt to determine how the superseded data were derived.
 KV6994
 KV6994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6676474636(NAD 83)
 KV6994_MARKER: DD = SURVEY DISK
 KV6994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6994_SP_SET: CONCRETE POST
 KV6994_STAMPING: ABERDEEN 1 1991
 KV6994_MARK LOGO: NJHA  
 KV6994_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6994+STABILITY: SURFACE MOTION
 KV6994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6994+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1993
 KV6994
 KV6994  HISTORY     - Date     Condition        Report By
 KV6994  HISTORY     - 1992     MONUMENTED       NJHA
 KV6994  HISTORY     - 19930828 GOOD             NJGS
 KV6994
 KV6994                          STATION DESCRIPTION
 KV6994
 KV6994'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1992
 KV6994'THE STATION IS LOCATED IN THE TOWNSHIP OF ABERDEEN IN THE GRASS AREA
 KV6994'INSIDE OF THE GARDEN STATE PARKWAY  SOUTHBOUND ENTRANCE RAMP LOOP
 KV6994'COMING FROM LLOYD ROAD WESTBOUND AT INTERCHANGE 117 OF THE GARDEN
 KV6994'STATE PARKWAY. THE STATION IS ALSO ABOUT 200 FT (61.0 M) SW FROM THE
 KV6994'GARDEN STATE PARKWAY SOUTHBOUND LANES AT MILEPOINT 118.7. TO REACH
 KV6994'THE STATION FROM THE INTERSECTION OF STATE ROUTE 35 AND LLOYD ROAD,
 KV6994'GO WESTERLY ON LLOYD ROAD ABOUT 0.7 MI (1.1 KM) TO THE SOUTHBOUND
 KV6994'ENTRANCE OF THE GARDEN STATE PARKWAY AND THE STATION ON THE RIGHT.
 KV6994'THE STATION, FLUSH WITH THE GROUND, IS 117 FT (35.7 M) WEST NORTHWEST
 KV6994'FROM THE CURB AT LLOYD ROAD, 97.6 FT (29.7 M) NORTH NORTHEAST FROM
 KV6994'THE CENTER OF THE ENTRANCE RAMP, 81.7 FT (24.9 M) NORTHEAST FROM POLE
 KV6994'NUMBER 2206, 100.2 FT (30.5 M) WEST NORTHWEST FROM POLE NUMBER 2207.
 KV6994
 KV6994                          STATION RECOVERY (1993)
 KV6994
 KV6994'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6995 ***********************************************************************
 KV6995  DESIGNATION -  ABERDEEN 2
 KV6995  PID         -  KV6995
 KV6995  STATE/COUNTY-  NJ/MONMOUTH
 KV6995  USGS QUAD   -  KEYPORT (1977)
 KV6995
 KV6995                         *CURRENT SURVEY CONTROL
 KV6995  ___________________________________________________________________
 KV6995* NAD 83(1996)-  40 25 28.06394(N)    074 13 06.14760(W)     ADJUSTED  
 KV6995* NAVD 88     -         4.2    (meters)      14.     (feet)  GPS OBS   
 KV6995  ___________________________________________________________________
 KV6995  X           -   1,322,396.089 (meters)                     COMP
 KV6995  Y           -  -4,678,975.487 (meters)                     COMP
 KV6995  Z           -   4,113,959.754 (meters)                     COMP
 KV6995  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 KV6995  ELLIP HEIGHT-         -28.18  (meters)          (10/23/02) GPS OBS
 KV6995  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV6995
 KV6995  HORZ ORDER  -  FIRST
 KV6995  ELLP ORDER  -  FOURTH    CLASS I
 KV6995
 KV6995.The horizontal coordinates were established by GPS observations
 KV6995.and adjusted by the National Geodetic Survey in May 1999..
 KV6995
 KV6995.The orthometric height was determined by GPS observations and a
 KV6995.high-resolution geoid model.
 KV6995
 KV6995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6995
 KV6995.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6995
 KV6995.The ellipsoidal height was determined by GPS observations
 KV6995.and is referenced to NAD 83.
 KV6995
 KV6995.The geoid height was determined by GEOID03.
 KV6995
 KV6995;                    North         East     Units Scale Factor Converg.
 KV6995;SPC NJ       -   176,679.517   173,897.159   MT  0.99990703   +0 10 57.4
 KV6995;SPC NJ       -   579,656.05    570,527.60   sFT  0.99990703   +0 10 57.4
 KV6995;UTM  18      - 4,475,163.381   566,304.717   MT  0.99965411   +0 30 24.7
 KV6995
 KV6995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6995!SPC NJ       -   1.00000442  x   0.99990703  =   0.99991145
 KV6995!UTM  18      -   1.00000442  x   0.99965411  =   0.99965853
 KV6995
 KV6995:                Primary Azimuth Mark                     Grid Az
 KV6995:SPC NJ       -  ABERDEEN 1                               139 17 23.1
 KV6995:UTM  18      -  ABERDEEN 1                               138 57 55.8
 KV6995
 KV6995|---------------------------------------------------------------------|
 KV6995| PID    Reference Object                     Distance      Geod. Az  |
 KV6995|                                                           dddmmss.s |
 KV6995| KV6994 ABERDEEN 1                          APPROX. 0.7 KM 1392820.5 |
 KV6995|---------------------------------------------------------------------|
 KV6995
 KV6995                          SUPERSEDED SURVEY CONTROL
 KV6995
 KV6995  ELLIP H (05/14/99)  -28.19   (m)                       GP(       ) 4 1
 KV6995  NAD 83(1996)-  40 25 28.06336(N)    074 13 06.14781(W) AD(       ) 1
 KV6995  NAD 83(1992)-  40 25 28.06302(N)    074 13 06.14769(W) AD(       ) 1
 KV6995  ELLIP H (04/25/94)  -28.25   (m)                       GP(       ) 3 1
 KV6995
 KV6995.Superseded values are not recommended for survey control.
 KV6995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6995.See file dsdata.txt to determine how the superseded data were derived.
 KV6995
 KV6995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6630575163(NAD 83)
 KV6995_MARKER: DD = SURVEY DISK
 KV6995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6995_SP_SET: CONCRETE POST
 KV6995_STAMPING: ABERDEEN 2 1991
 KV6995_MARK LOGO: NJHA  
 KV6995_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6995+STABILITY: SURFACE MOTION
 KV6995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6995+SATELLITE: SATELLITE OBSERVATIONS - September 03, 1993
 KV6995
 KV6995  HISTORY     - Date     Condition        Report By
 KV6995  HISTORY     - 1991     MONUMENTED       NJHA
 KV6995  HISTORY     - 19930903 GOOD             NJGS
 KV6995
 KV6995                          STATION DESCRIPTION
 KV6995
 KV6995'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 KV6995'THE STATION IS LOCATED IN ABERDEEN TOWNSHIP EAST OF GARDEN STATE
 KV6995'PARKWAY NORTHBOUND MILEPOINT 119.17, SET FLUSH TO THE GROUND IN A
 KV6995'GRASS AREA PARTIALLY ENCLOSED BY A SERVICE ACCESS ROAD FOR
 KV6995'MAINTENANCE AND STATE POLICE, AND THE NORTHBOUND LANES. TO REACH THE
 KV6995'STATION FROM THE GARDEN STATE PARKWAY SOUTHBOUND LANES, EXIT AT
 KV6995'INTERCHANGE 117A, TURN LEFT ONTO LLOYD ROAD, GO 0.25 MI (0.40 KM)
 KV6995'EAST TO THE INTERSECTION WITH GERARD AVENUE, TURN LEFT, GO 0.25 MI
 KV6995'(0.40 KM) NORTH ON GERARD AVENUE TO LOWER MAIN STREET, TURN RIGHT ON
 KV6995'LOWER MAIN STREET THEN ABOUT 200 FT (61.0 M) TURN LEFT ONTO
 KV6995'WASHINGTON AVENUE,GO 0.1 MI (0.2 KM) NORTH ON WASHINGTON AVENUE, TURN
 KV6995'LEFT ONTO PAVED CONNECTOR, GO ABOUT 100 FT (30.5 M) TO MAINTENANCE
 KV6995'SERVICE ROAD AND TURN RIGHT, GO 100 FT (30.5 M) TO THE STATION ON THE
 KV6995'LEFT. THE STATION CAN ALSO BE REACHED FROM THE GARDEN STATE PARKWAY
 KV6995'NORTHBOUND LOCAL LANES. THE STATION IS 47.8 FT (14.6 M) EAST
 KV6995'NORTHEAST FROM A NAIL 0.8 FT (24.4 CM) ONTO THE NORTHBOUND SHOULDER
 KV6995'PAVEMENT, 98.0 FT (29.9 M) SOUTHEAST FROM THE END OF A PIPE UNDER THE
 KV6995'SERVICE ROAD AND 55.6 FT (16.9 M) SOUTHWEST FROM A NAIL IN THE
 KV6995'SERVICE ROAD PAVEMENT, 0.8 FT (24.4 CM) IN FROM THE WESTERLY EDGE.
 KV6995
 KV6995                          STATION RECOVERY (1993)
 KV6995
 KV6995'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2783 ***********************************************************************
 JU2783  DESIGNATION -  ABSECON CHANNEL LIGHT 4
 JU2783  PID         -  JU2783
 JU2783  STATE/COUNTY-  NJ/ATLANTIC
 JU2783  USGS QUAD   -  OCEANVILLE (1989)
 JU2783
 JU2783                         *CURRENT SURVEY CONTROL
 JU2783  ___________________________________________________________________
 JU2783* NAD 83(1996)-  39 24 32.44775(N)    074 28 02.74103(W)     ADJUSTED  
 JU2783* NAVD 88     -                                                        
 JU2783  ___________________________________________________________________
 JU2783  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 JU2783  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JU2783
 JU2783  HORZ ORDER  -  THIRD
 JU2783
 JU2783.The horizontal coordinates were established by classical geodetic methods
 JU2783.and adjusted by the National Geodetic Survey in September 1999..
 JU2783
 JU2783
 JU2783.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2783
 JU2783.The geoid height was determined by GEOID03.
 JU2783
 JU2783;                    North         East     Units Scale Factor Converg.
 JU2783;SPC NJ       -    63,904.832   152,804.992   MT  0.99990010   +0 01 14.4
 JU2783;SPC NJ       -   209,661.10    501,327.71   sFT  0.99990010   +0 01 14.4
 JU2783;UTM  18      - 4,362,302.105   545,849.784   MT  0.99962588   +0 20 17.2
 JU2783
 JU2783                          SUPERSEDED SURVEY CONTROL
 JU2783
 JU2783  NAD 83(1986)-  39 24 32.43746(N)    074 28 02.73336(W) AD(       ) 4
 JU2783  NAD 27      -  39 24 32.03000(N)    074 28 04.20000(W) AD(       ) 3
 JU2783
 JU2783.Superseded values are not recommended for survey control.
 JU2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2783.See file dsdata.txt to determine how the superseded data were derived.
 JU2783
 JU2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4585062302(NAD 83)
 JU2783_MARKER: 14 = NAVIGATION LIGHT
 JU2783
 JU2783  HISTORY     - Date     Condition        Report By
 JU2783  HISTORY     - 1950     FIRST OBSERVED   CGS
 JU2783
 JU2783                          STATION DESCRIPTION
 JU2783
 JU2783'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2785 ***********************************************************************
 JU2785  DESIGNATION -  ABSECON CHANNEL LIGHT 2
 JU2785  PID         -  JU2785
 JU2785  STATE/COUNTY-  NJ/ATLANTIC
 JU2785  USGS QUAD   -  OCEANVILLE (1989)
 JU2785
 JU2785                         *CURRENT SURVEY CONTROL
 JU2785  ___________________________________________________________________
 JU2785* NAD 83(1996)-  39 24 06.60971(N)    074 27 16.34691(W)     ADJUSTED  
 JU2785* NAVD 88     -                                                        
 JU2785  ___________________________________________________________________
 JU2785  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 JU2785  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 JU2785
 JU2785  HORZ ORDER  -  THIRD
 JU2785
 JU2785.The horizontal coordinates were established by classical geodetic methods
 JU2785.and adjusted by the National Geodetic Survey in September 1999..
 JU2785
 JU2785
 JU2785.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2785
 JU2785.The geoid height was determined by GEOID03.
 JU2785
 JU2785;                    North         East     Units Scale Factor Converg.
 JU2785;SPC NJ       -    63,108.552   153,915.204   MT  0.99990019   +0 01 43.9
 JU2785;SPC NJ       -   207,048.64    504,970.13   sFT  0.99990019   +0 01 43.9
 JU2785;UTM  18      - 4,361,512.203   546,964.084   MT  0.99962716   +0 20 46.5
 JU2785
 JU2785                          SUPERSEDED SURVEY CONTROL
 JU2785
 JU2785  NAD 83(1986)-  39 24 06.59922(N)    074 27 16.33879(W) AD(       ) 4
 JU2785  NAD 27      -  39 24 06.18000(N)    074 27 17.80000(W) AD(       ) 3
 JU2785
 JU2785.Superseded values are not recommended for survey control.
 JU2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2785.See file dsdata.txt to determine how the superseded data were derived.
 JU2785
 JU2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4696461512(NAD 83)
 JU2785_MARKER: 14 = NAVIGATION LIGHT
 JU2785
 JU2785  HISTORY     - Date     Condition        Report By
 JU2785  HISTORY     - 1950     FIRST OBSERVED   CGS
 JU2785
 JU2785                          STATION DESCRIPTION
 JU2785
 JU2785'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2799 ***********************************************************************
 JU2799  DESIGNATION -  ABSECON CHANNEL LIGHT 5
 JU2799  PID         -  JU2799
 JU2799  STATE/COUNTY-  NJ/ATLANTIC
 JU2799  USGS QUAD   -  OCEANVILLE (1989)
 JU2799
 JU2799                         *CURRENT SURVEY CONTROL
 JU2799  ___________________________________________________________________
 JU2799* NAD 83(1996)-  39 25 15.13668(N)    074 28 55.09288(W)     ADJUSTED  
 JU2799* NAVD 88     -                                                        
 JU2799  ___________________________________________________________________
 JU2799  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 JU2799  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JU2799
 JU2799  HORZ ORDER  -  THIRD
 JU2799
 JU2799.The horizontal coordinates were established by classical geodetic methods
 JU2799.and adjusted by the National Geodetic Survey in September 1999..
 JU2799
 JU2799
 JU2799.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2799
 JU2799.The geoid height was determined by GEOID03.
 JU2799
 JU2799;                    North         East     Units Scale Factor Converg.
 JU2799;SPC NJ       -    65,220.869   151,552.403   MT  0.99990003   +0 00 41.2
 JU2799;SPC NJ       -   213,978.80    497,218.18   sFT  0.99990003   +0 00 41.2
 JU2799;UTM  18      - 4,363,610.821   544,590.268   MT  0.99962448   +0 19 44.3
 JU2799
 JU2799                          SUPERSEDED SURVEY CONTROL
 JU2799
 JU2799  NAD 83(1986)-  39 25 15.12966(N)    074 28 55.08717(W) AD(       ) 4
 JU2799  NAD 27      -  39 25 14.67000(N)    074 28 56.54000(W) AD(       ) 3
 JU2799
 JU2799.Superseded values are not recommended for survey control.
 JU2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2799.See file dsdata.txt to determine how the superseded data were derived.
 JU2799
 JU2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4459063611(NAD 83)
 JU2799_MARKER: 14 = NAVIGATION LIGHT
 JU2799
 JU2799  HISTORY     - Date     Condition        Report By
 JU2799  HISTORY     - 1950     FIRST OBSERVED   CGS
 JU2799
 JU2799                          STATION DESCRIPTION
 JU2799
 JU2799'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2774 ***********************************************************************
 JU2774  DESIGNATION -  ABSECON INLET BREAKWATER LIGHT
 JU2774  PID         -  JU2774
 JU2774  STATE/COUNTY-  NJ/ATLANTIC
 JU2774  USGS QUAD   -  ATLANTIC CITY (1994)
 JU2774
 JU2774                         *CURRENT SURVEY CONTROL
 JU2774  ___________________________________________________________________
 JU2774* NAD 83(1996)-  39 21 51.84538(N)    074 24 27.58404(W)     ADJUSTED  
 JU2774* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU2774  ___________________________________________________________________
 JU2774  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 JU2774  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 JU2774
 JU2774  HORZ ORDER  -  THIRD
 JU2774
 JU2774.The horizontal coordinates were established by classical geodetic methods
 JU2774.and adjusted by the National Geodetic Survey in September 1999..
 JU2774
 JU2774.The orthometric height was scaled from a topographic map.
 JU2774
 JU2774.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2774
 JU2774.The geoid height was determined by GEOID03.
 JU2774
 JU2774;                    North         East     Units Scale Factor Converg.
 JU2774;SPC NJ       -    58,955.961   157,956.902   MT  0.99990078   +0 03 30.8
 JU2774;SPC NJ       -   193,424.68    518,230.27   sFT  0.99990078   +0 03 30.8
 JU2774;UTM  18      - 4,357,383.174   551,027.613   MT  0.99963206   +0 22 32.5
 JU2774
 JU2774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2774!SPC NJ       -   1.00000546  x   0.99990078  =   0.99990624
 JU2774!UTM  18      -   1.00000546  x   0.99963206  =   0.99963752
 JU2774
 JU2774:                Primary Azimuth Mark                     Grid Az
 JU2774:SPC NJ       -  BRIGANTINE BEACH SOUTH TANK              022 56 48.7
 JU2774:UTM  18      -  BRIGANTINE BEACH SOUTH TANK              022 37 47.0
 JU2774
 JU2774|---------------------------------------------------------------------|
 JU2774| PID    Reference Object                     Distance      Geod. Az  |
 JU2774|                                                           dddmmss.s |
 JU2774| JU2780 BRIGANTINE BEACH SOUTH TANK         APPROX. 3.7 KM 0230019.5 |
 JU2774| JU2772 ABSECON LIGHT                       APPROX. 0.6 KM 2905647.0 |
 JU2774|---------------------------------------------------------------------|
 JU2774
 JU2774                          SUPERSEDED SURVEY CONTROL
 JU2774
 JU2774  NAD 83(1986)-  39 21 51.83486(N)    074 24 27.57571(W) AD(       ) 3
 JU2774  NAD 27      -  39 21 51.41000(N)    074 24 29.06000(W) AD(       ) 3
 JU2774
 JU2774.Superseded values are not recommended for survey control.
 JU2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2774.See file dsdata.txt to determine how the superseded data were derived.
 JU2774
 JU2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5102857383(NAD 83)
 JU2774_MARKER: 56 = SKELETON TOWER
 JU2774
 JU2774  HISTORY     - Date     Condition        Report By
 JU2774  HISTORY     - 1950     FIRST OBSERVED   CGS
 JU2774
 JU2774                          STATION DESCRIPTION
 JU2774
 JU2774'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2774'STATION IS ON THE OFFSHORE END OF A LARGE ROCK JETTY ON SW
 JU2774'SIDE OF ABSECON INLET.  IT IS A LANTERN ATOP A BLACK SKELETON
 JU2774'TOWER WHICH IS MOUNTED ON A WHITE TANK HOUSE.  A CONCRETE PLATFORM
 JU2774'IS BENEATH THE TANK HOUSE.  THIS IS A FLASHING GREEN LIGHT, NO.
 JU2774'1470.7 IN THE 1950 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2772 ***********************************************************************
 JU2772  DESIGNATION -  ABSECON LIGHT
 JU2772  PID         -  JU2772
 JU2772  STATE/COUNTY-  NJ/ATLANTIC
 JU2772  USGS QUAD   -  ATLANTIC CITY (1994)
 JU2772
 JU2772                         *CURRENT SURVEY CONTROL
 JU2772  ___________________________________________________________________
 JU2772* NAD 83(1996)-  39 21 58.77596(N)    074 24 50.91129(W)     ADJUSTED  
 JU2772* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2772  ___________________________________________________________________
 JU2772  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 JU2772  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 JU2772
 JU2772  HORZ ORDER  -  SECOND
 JU2772
 JU2772.The horizontal coordinates were established by classical geodetic methods
 JU2772.and adjusted by the National Geodetic Survey in September 1999..
 JU2772
 JU2772.The orthometric height was scaled from a topographic map.
 JU2772
 JU2772.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2772
 JU2772.The geoid height was determined by GEOID03.
 JU2772
 JU2772;                    North         East     Units Scale Factor Converg.
 JU2772;SPC NJ       -    59,169.125   157,398.324   MT  0.99990067   +0 03 16.0
 JU2772;SPC NJ       -   194,124.04    516,397.67   sFT  0.99990067   +0 03 16.0
 JU2772;UTM  18      - 4,357,593.187   550,468.015   MT  0.99963136   +0 22 17.8
 JU2772
 JU2772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2772!SPC NJ       -   1.00000514  x   0.99990067  =   0.99990581
 JU2772!UTM  18      -   1.00000514  x   0.99963136  =   0.99963650
 JU2772
 JU2772:                Primary Azimuth Mark                     Grid Az
 JU2772:SPC NJ       -  STEELMAN 1886                            311 09 20.0
 JU2772:UTM  18      -  STEELMAN 1886                            310 50 18.2
 JU2772
 JU2772|---------------------------------------------------------------------|
 JU2772| PID    Reference Object                     Distance      Geod. Az  |
 JU2772|                                                           dddmmss.s |
 JU2772| JU2808 STEELMAN 1886                       APPROX. 8.9 KM 3111236.0 |
 JU2772|---------------------------------------------------------------------|
 JU2772
 JU2772                          SUPERSEDED SURVEY CONTROL
 JU2772
 JU2772  NAD 83(1986)-  39 21 58.76544(N)    074 24 50.90298(W) AD(       ) 2
 JU2772  NAD 27      -  39 21 58.34300(N)    074 24 52.37600(W) AD(       ) 2
 JU2772
 JU2772.Superseded values are not recommended for survey control.
 JU2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2772.See file dsdata.txt to determine how the superseded data were derived.
 JU2772
 JU2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5046857593(NAD 83)
 JU2772_MARKER: 13 = LIGHTHOUSE
 JU2772
 JU2772  HISTORY     - Date     Condition        Report By
 JU2772  HISTORY     - 1867     FIRST OBSERVED   CGS
 JU2772  HISTORY     - 1913     GOOD             CGS
 JU2772  HISTORY     - 1931     GOOD             CGS
 JU2772  HISTORY     - 1932     GOOD             CGS
 JU2772  HISTORY     - 1950     GOOD             CGS
 JU2772  HISTORY     - 1962     GOOD             CGS
 JU2772  HISTORY     - 1975     GOOD             NGS
 JU2772  HISTORY     - 1980     GOOD             NGS
 JU2772  HISTORY     - 1982     GOOD             NGS
 JU2772  HISTORY     - 20060224 GOOD             GEOCAC
 JU2772
 JU2772                          STATION DESCRIPTION
 JU2772
 JU2772'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JF)
 JU2772'AT ATLANTIC CITY, S SIDE OF ABSECON INLET.  THE TOWER IS
 JU2772'CONICAL, ITS LOWER AND UPPER THIRDS YELLOW AND THE MIDDLE ONE
 JU2772'BLACK.  TWO WHITE DWELLINGS.  THE LIGHT IS 165 FEET ABOVE HIGH
 JU2772'WATER.  THE ECCENTRIC POINT ON THE BALCONY, USED FOR THE
 JU2772'OBSERVATIONS IN 1886, IS MARKED BY A CROSS CUT ON THE IRON
 JU2772'FLOOR.  IT IS ABOUT NW BY N FROM THE CENTER OF THE LIGHT AND
 JU2772'0.75 METER FROM THE W SIDE OF A WINDOW IN THE TURRET.
 JU2772
 JU2772                          STATION RECOVERY (1931)
 JU2772
 JU2772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 JU2772'RECOVERED IN GOOD CONDITION FROM AN 1886 SKETCH AND
 JU2772'DESCRIPTION.  THE ECCENTRIC MARKED ON THE BALCONY PLATFORM IN THIS
 JU2772'YEAR WAS NOT FOUND.
 JU2772'
 JU2772'THIS STATION IS ATOP THE PROMINENT LIGHTHOUSE LOCATED IN
 JU2772'ATLANTIC CITY ON THE S POINT OF ABSECON INLET.  CENTER IS
 JU2772'MARKED BY THE LIGHT-CUPOLA APEX, 165 FEET ABOVE HIGH WATER.  NO
 JU2772'REFERENCE MARKS WERE PLACED, NOR ANY REFERENCE MEASUREMENTS TAKEN.
 JU2772
 JU2772                          STATION RECOVERY (1932)
 JU2772
 JU2772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2772'THE STATION WAS RECOVERED AS DESCRIBED.  IT WAS CUT IN FROM
 JU2772'STATIONS FORK, HOTEL, RITZ AND STEELMAN 2.
 JU2772
 JU2772                          STATION RECOVERY (1950)
 JU2772
 JU2772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2772'THE STATION AND ECCENTRIC POINT WERE RECOVERED IN GOOD
 JU2772'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT
 JU2772'WITH THE FOLLOWING EXCEPTION--
 JU2772'
 JU2772'THE TOWER IS NOW PAINTED BLUE AND WHITE INSTEAD OF YELLOW AND
 JU2772'BLACK AS ORIGINALLY DESCRIBED.  THE LOWER PART WHITE AND UPPER
 JU2772'PART BLUE AND WHITE HORIZONTAL BANDS.
 JU2772'
 JU2772'THE LIGHTHOUSE HAS BEEN ABANDONED AND IS LOCATED IN THE CENTER
 JU2772'OF A CITY PARK ON PACIFIC AVENUE BETWEEN VERMONT AND RHODE
 JU2772'ISLAND AVENUES.
 JU2772
 JU2772                          STATION RECOVERY (1962)
 JU2772
 JU2772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2772'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 JU2772'DESCRIPTIONS ARE ADEQUATE A TRAVERSE CONNECTION WAS MADE TO
 JU2772'TRIANGULATION STATION LIGHTHOUSE PARK.  THE DISTANCE IS 132.33
 JU2772'FEET AND 40.334 METERS.
 JU2772
 JU2772                          STATION RECOVERY (1975)
 JU2772
 JU2772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (PC)
 JU2772'THE STATION WAS RECOVERED IN GOOD CONDITION.
 JU2772'
 JU2772'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT WITH THE
 JU2772'FOLLOWING EXCEPTION--THE TOWER IS NOW PAINTED RED AND WHITE
 JU2772'INSTEAD OF YELLOW AND BLACK AS ORIGINALLY DESCRIBED.
 JU2772'
 JU2772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2772'IN ATLANTIC CITY.
 JU2772
 JU2772                          STATION RECOVERY (1980)
 JU2772
 JU2772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 JU2772'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JU2772
 JU2772                          STATION RECOVERY (1982)
 JU2772
 JU2772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 JU2772'THE STATION WAS RECOVERED IN GOOD CONDITION.
 JU2772
 JU2772                          STATION RECOVERY (2006)
 JU2772
 JU2772'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2772'THE LIGHTHOUSE IS DAYMARKED WHITE TOP AND BOTTOM WITH A DARK BLUE BAND
 JU2772'IN THE CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU3907 ***********************************************************************
 KU3907  DESIGNATION -  ABSOLUTELY USE 1932
 KU3907  PID         -  KU3907
 KU3907  STATE/COUNTY-  NJ/BERGEN
 KU3907  USGS QUAD   -  CENTRAL PARK (1979)
 KU3907
 KU3907                         *CURRENT SURVEY CONTROL
 KU3907  ___________________________________________________________________
 KU3907* NAD 83(1996)-  40 48 20.82797(N)    073 59 03.05865(W)     ADJUSTED  
 KU3907* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KU3907  ___________________________________________________________________
 KU3907  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 KU3907  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 KU3907
 KU3907  HORZ ORDER  -  THIRD
 KU3907
 KU3907.The horizontal coordinates were established by classical geodetic methods
 KU3907.and adjusted by the National Geodetic Survey in September 1999..
 KU3907
 KU3907.The orthometric height was scaled from a topographic map.
 KU3907
 KU3907.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3907
 KU3907.The geoid height was determined by GEOID03.
 KU3907
 KU3907;                    North         East     Units Scale Factor Converg.
 KU3907;SPC NJ       -   219,109.837   193,521.235   MT  0.99992331   +0 20 13.5
 KU3907;SPC NJ       -   718,862.86    634,910.92   sFT  0.99992331   +0 20 13.5
 KU3907;SPC NY L     -    70,971.858   301,334.662   MT  0.99999520   +0 00 37.2
 KU3907;SPC NY L     -   232,846.84    988,628.80   sFT  0.99999520   +0 00 37.2
 KU3907;UTM  18      - 4,517,694.171   585,682.710   MT  0.99969036   +0 39 49.9
 KU3907
 KU3907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3907!SPC NJ       -   1.00000502  x   0.99992331  =   0.99992833
 KU3907!SPC NY L     -   1.00000502  x   0.99999520  =   1.00000022
 KU3907!UTM  18      -   1.00000502  x   0.99969036  =   0.99969538
 KU3907
 KU3907:                Primary Azimuth Mark                     Grid Az
 KU3907:SPC NJ       -  EDGEWATER ARCHER DAN MID TANK            010 52 25.8
 KU3907:SPC NY L     -  EDGEWATER ARCHER DAN MID TANK            011 12 02.1
 KU3907:UTM  18      -  EDGEWATER ARCHER DAN MID TANK            010 32 49.4
 KU3907
 KU3907|---------------------------------------------------------------------|
 KU3907| PID    Reference Object                     Distance      Geod. Az  |
 KU3907|                                                           dddmmss.s |
 KU3907| KU3904 EDGEWATER ARCHER DAN MID TANK       APPROX. 1.3 KM 0111239.3 |
 KU3907| KU3899 FORT LEE WPAP S RADIO MAST          APPROX. 2.5 KM 0135109.7 |
 KU3907| KU3898 FORT LEE WPAP N RADIO MAST          APPROX. 2.5 KM 0140616.6 |
 KU3907| KU3906 EDGEWATER FORD MOTOR FLAGPOLE       301.475 METERS 02756     |
 KU3907| KU3935 NEW YORK PRESB HOSP STACK           APPROX. 5.3 KM 0420154.3 |
 KU3907| KU4017 NEW YORK PREBY HOSP FLAG            APPROX. 5.3 KM 0424439.4 |
 KU3907| KU4001 MANHATTAN CLAREMONT INN FLAG        APPROX. 2.2 KM 0602006.2 |
 KU3907| KU4007 MANHATTAN GRANTS TOMB FLAGPOLE      APPROX. 2.1 KM 0604231.3 |
 KU3907| KU4009 MANHATTAN GRANTS TOMB DOME          APPROX. 2.0 KM 0642714.3 |
 KU3907| KU4022 MANHATTAN RIVERSIDE BAP CH TWR      APPROX. 1.9 KM 0690321.7 |
 KU3907| KU4026 MANHATTAN ROERICH MUSEUM TOWER      APPROX. 1.3 KM 1182030.0 |
 KU3907| KU4003 MANHATTAN HOTEL PARIS FLAGPOLE      APPROX. 1.5 KM 1390414.2 |
 KU3907| KU3959 MANHATTAN SOLDIERS SAILORS MON      APPROX. 1.6 KM 1634400.1 |
 KU3907| KU3954 MANHATTAN COLUMB YACHT CLUB FP      APPROX. 1.7 KM 1721451.5 |
 KU3907| KU3937 MANHATTAN HUDSON TWRS BLDG TWR      APPROX. 2.8 KM 1805927.1 |
 KU3907|---------------------------------------------------------------------|
 KU3907
 KU3907                          SUPERSEDED SURVEY CONTROL
 KU3907
 KU3907  NAD 83(1996)-  40 48 20.82798(N)    073 59 03.05866(W) AD(       ) 3
 KU3907  NAD 83(1996)-  40 48 20.82778(N)    073 59 03.05949(W) AD(       ) 3
 KU3907  NAD 83(1992)-  40 48 20.82652(N)    073 59 03.05991(W) AD(       ) 3
 KU3907  NAD 83(1986)-  40 48 20.83176(N)    073 59 03.05913(W) AD(       ) 3
 KU3907  NAD 27      -  40 48 20.46500(N)    073 59 04.56300(W) AD(       ) 3
 KU3907
 KU3907.Superseded values are not recommended for survey control.
 KU3907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3907.See file dsdata.txt to determine how the superseded data were derived.
 KU3907
 KU3907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8568317694(NAD 83)
 KU3907_MARKER: Z = SEE DESCRIPTION
 KU3907_SETTING: 0 = UNSPECIFIED SETTING
 KU3907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3907
 KU3907  HISTORY     - Date     Condition        Report By
 KU3907  HISTORY     - 1932     MONUMENTED       USE
 KU3907  HISTORY     - 1952     MARK NOT FOUND   CGS
 KU3907
 KU3907                          STATION DESCRIPTION
 KU3907
 KU3907'DESCRIBED BY US ENGINEERS 1932 (RWW)
 KU3907'THIS STATION IS ON THE W SIDE OF THE HUDSON RIVER, IN SHADYSIDE
 KU3907'ATOP THE ROOF AND AT THE E END OF PIER NO.1 OF THE CORN PRODUCTS
 KU3907'REFINING COMPANY.  A HUGE ELECTRIC SIGN LINIT IS ERECTED OVER THE
 KU3907'STATION.
 KU3907'
 KU3907'STATION IS MARKED BY A STANDARD U.S.E.D. TRIANGULATION PLUG SET IN
 KU3907'A PAT OF CONCRETE.  NO REFERENCE MARKS WERE PLACED.  REFERENCE
 KU3907'MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KU3907'
 KU3907'TO CROSS CUT ON INSIDE FACE OF HEADBOARD TO E 0.555 METERS
 KU3907'
 KU3907'TO SW CORNER OF SECOND BUTTRESS FROM N 3.638 METERS
 KU3907'
 KU3907'TO NW CORNER OF CENTER BUTTRESS 5.696 METERS
 KU3907'
 KU3907'TO NE CORNER OF SECOND SKYLIGHT FROM N 5.920 METERS
 KU3907'
 KU3907'TO SE CORNER OF SECOND SKYLIGHT FROM N 7.082 METERS
 KU3907'
 KU3907'NORMAL TO SECOND SKYLIGHT FROM N 4.210 METERS
 KU3907'
 KU3907'THERE IS SUFFICIENT ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD
 KU3907'SET-UPS ON THE CONCRETE ROOF.
 KU3907'
 KU3907'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 KU3907
 KU3907                          STATION RECOVERY (1952)
 KU3907
 KU3907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JB)
 KU3907'STATION PROBABLY LOST.  STATION WAS SEARCHED FOR BUT NOT FOUND.
 KU3907'THE PIER IS NOW OWNED AND OPERATED BY THE U.S. NAVY, MEDICAL AND
 KU3907'DENTAL SUPPLY CENTER.  THE LARGE LINIT SIGN HAS BEEN REMOVED BUT
 KU3907'SEVERAL OF THE SUPPORTS REMAIN IN PLACE.  THE ROOF HAS BEEN
 KU3907'RESURFACED SEVERAL TIMES AND NO TRACE OF THE MARK REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6370 ***********************************************************************
 KV6370  DESIGNATION -  ABUT
 KV6370  PID         -  KV6370
 KV6370  STATE/COUNTY-  NJ/MERCER
 KV6370  USGS QUAD   -  TRENTON WEST (1995)
 KV6370
 KV6370                         *CURRENT SURVEY CONTROL
 KV6370  ___________________________________________________________________
 KV6370* NAD 83(1996)-  40 11 03.04352(N)    074 44 59.25853(W)     ADJUSTED  
 KV6370* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6370  ___________________________________________________________________
 KV6370  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 KV6370  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KV6370
 KV6370  HORZ ORDER  -  THIRD
 KV6370
 KV6370.The horizontal coordinates were established by classical geodetic methods
 KV6370.and adjusted by the National Geodetic Survey in September 1999..
 KV6370.No horizontal observational check was made to the station.
 KV6370
 KV6370.The orthometric height was scaled from a topographic map.
 KV6370
 KV6370.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6370
 KV6370.The geoid height was determined by GEOID03.
 KV6370
 KV6370;                    North         East     Units Scale Factor Converg.
 KV6370;SPC NJ       -   149,992.829   128,728.660   MT  0.99990557   -0 09 40.2
 KV6370;SPC NJ       -   492,101.47    422,337.28   sFT  0.99990557   -0 09 40.2
 KV6370;SPC PA S     -    98,812.912   855,452.760   MT  0.99997026   +1 56 47.4
 KV6370;SPC PA S     -   324,188.70  2,806,597.93   sFT  0.99997026   +1 56 47.4
 KV6370;UTM  18      - 4,448,229.594   521,300.026   MT  0.99960558   +0 09 41.2
 KV6370
 KV6370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6370!SPC NJ       -   1.00000507  x   0.99990557  =   0.99991064
 KV6370!SPC PA S     -   1.00000507  x   0.99997026  =   0.99997533
 KV6370!UTM  18      -   1.00000507  x   0.99960558  =   0.99961065
 KV6370
 KV6370                          SUPERSEDED SURVEY CONTROL
 KV6370
 KV6370  NAD 83(1986)-  40 11 03.04167(N)    074 44 59.25886(W) AD(       ) 3
 KV6370
 KV6370.Superseded values are not recommended for survey control.
 KV6370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6370.See file dsdata.txt to determine how the superseded data were derived.
 KV6370
 KV6370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2130048230(NAD 83)
 KV6370_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KV6370_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KV6370_SP_SET: DRIVEN INTO GROUND
 KV6370_MARK LOGO: USE   
 KV6370_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6370+SATELLITE: SATELLITE OBSERVATIONS - 1978
 KV6370
 KV6370  HISTORY     - Date     Condition        Report By
 KV6370  HISTORY     - 1978     MONUMENTED       USE
 KV6370
 KV6370                          STATION DESCRIPTION
 KV6370
 KV6370'DESCRIBED BY US ENGINEERS 1978
 KV6370'THE STATION IS LOCATED ON THE E BANK OF THE DELAWARE RIVER NEAR
 KV6370'COCHRAN CHANNEL IN THE AREA OF THE DELAWARE MARINA.
 KV6370'TO REACH STATION PROCEED BY BOAT ABOUT 0.55 NAUTICAL MI SSE FROM THE N
 KV6370'ENTRANCE TO BILES CREEK TO STATION ON THE LEFT.
 KV6370'THE STATION MARK IS A 1.25 INCH CAPPED PIPE ON TOP OF RIVER BANK,
 KV6370'DIRECTLY OUTSHORE OF STA 14.  IT EXTENDS 0.3 FT ABOVE THE GROUND AND
 KV6370'IS PAINTED YELLOW.  IT IS 4 FT FROM TOP OF BANK.
 KV6370'RM 1 IS A PK NAIL ON 1 FT DIA TREE, 1 FT UP, DIRECTLY INSHORE OF THE
 KV6370'STATION.  IT IS 44.473 M (145.9 FT) NE FROM STATION.
 KV6370'RM 2 IS A PK NAIL ON A LIGHT POLE THAT IS UPSTREAM.  IT IS 18.895 M
 KV6370'(62.0 FT) WNW FROM STATION.
 KV6370'RM 3 IS THE NEAR FACE OF LIGHT POLE DOWNSTREAM OF STATION AND ON LOWER
 KV6370'SIDE OF BOAT RAMP.  IT IS 13.914 M (45.6 FT) ESE FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3261 ***********************************************************************
 JU3261  CBN         -  This is a Cooperative Base Network Control Station.
 JU3261  DESIGNATION -  ACTON 2
 JU3261  PID         -  JU3261
 JU3261  STATE/COUNTY-  NJ/SALEM
 JU3261  USGS QUAD   -  PENNS GROVE (1995)
 JU3261
 JU3261                         *CURRENT SURVEY CONTROL
 JU3261  ___________________________________________________________________
 JU3261* NAD 83(1996)-  39 38 12.03106(N)    075 22 58.42755(W)     ADJUSTED  
 JU3261* NAVD 88     -        26.1    (meters)      86.     (feet)  GPS OBS   
 JU3261  ___________________________________________________________________
 JU3261  X           -   1,241,232.516 (meters)                     COMP
 JU3261  Y           -  -4,759,340.274 (meters)                     COMP
 JU3261  Z           -   4,046,996.421 (meters)                     COMP
 JU3261  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 JU3261  ELLIP HEIGHT-          -7.27  (meters)          (09/23/02) GPS OBS
 JU3261  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JU3261
 JU3261  HORZ ORDER  -  B
 JU3261  ELLP ORDER  -  FOURTH    CLASS I
 JU3261
 JU3261.The horizontal coordinates were established by GPS observations
 JU3261.and adjusted by the National Geodetic Survey in July 1997..
 JU3261
 JU3261.The orthometric height was determined by GPS observations and a
 JU3261.high-resolution geoid model.
 JU3261
 JU3261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3261
 JU3261.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3261
 JU3261.The ellipsoidal height was determined by GPS observations
 JU3261.and is referenced to NAD 83.
 JU3261
 JU3261.The geoid height was determined by GEOID03.
 JU3261
 JU3261;                    North         East     Units Scale Factor Converg.
 JU3261;SPC NJ       -    89,550.582    74,215.014   MT  0.99997069   -0 33 47.7
 JU3261;SPC NJ       -   293,800.53    243,487.09   sFT  0.99997069   -0 33 47.7
 JU3261;UTM  18      - 4,387,503.033   467,143.458   MT  0.99961329   -0 14 39.3
 JU3261
 JU3261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3261!SPC NJ       -   1.00000114  x   0.99997069  =   0.99997183
 JU3261!UTM  18      -   1.00000114  x   0.99961329  =   0.99961443
 JU3261
 JU3261:                Primary Azimuth Mark                     Grid Az
 JU3261:SPC NJ       -  WOODSTOWN MUNICIPAL STANDPIPE            065 33 29.4
 JU3261:UTM  18      -  WOODSTOWN MUNICIPAL STANDPIPE            065 14 21.0
 JU3261
 JU3261|---------------------------------------------------------------------|
 JU3261| PID    Reference Object                     Distance      Geod. Az  |
 JU3261|                                                           dddmmss.s |
 JU3261| JU3238 WOODSTOWN MUNICIPAL STANDPIPE       APPROX. 5.6 KM 0645941.7 |
 JU3261| CB1171 ACTON 2 RM 1                         36.887 METERS 09504     |
 JU3261| JU3244 BURDEN 2                            APPROX.11.8 KM 1791316.3 |
 JU3261| JU3254 SALEM MUNICIPAL STANDPIPE           APPROX.10.1 KM 2250512.2 |
 JU3261| JU3248 SALEM MANNINGTON MILLS TANK         APPROX. 8.8 KM 2252750.3 |
 JU3261| JU3253 SALEM FIRST PRESB CH SPIRE          APPROX.10.0 KM 2253109.6 |
 JU3261| JU3250 SALEM GAYNER GLASS CO TANK          APPROX.10.6 KM 2295537.1 |
 JU3261| JU3793 LISTON REAR RANGE LIGHT             APPROX.25.4 KM 2402854.5 |
 JU3261| JU3709 NEW CASTLE EMMANUEL PE CHURCH       APPROX.15.7 KM 2795335.3 |
 JU3261| JU3720 NEW CASTLE AIRPORT AWY BCN 65       APPROX.17.9 KM 2795835.2 |
 JU3261| CB1170 ACTON 2 AZ MK                                      2824403.5 |
 JU3261| JU3673 DELAWARE STATE HOSP TALLER TK       APPROX.18.0 KM 2923954.8 |
 JU3261| JU3678 AIRWAY BEACON 66A                   APPROX.14.6 KM 3002601.0 |
 JU3261| JU3692 BELLEVUE REAR RANGE LIGHT           APPROX.14.8 KM 3084607.4 |
 JU3261| JU3688 CHRISTINA RIVER N ENT LIGHT         APPROX.14.3 KM 3095850.3 |
 JU3261| JU3260 ACTON 2 RM 2                         34.105 METERS 31045     |
 JU3261|---------------------------------------------------------------------|
 JU3261
 JU3261                          SUPERSEDED SURVEY CONTROL
 JU3261
 JU3261  ELLIP H (07/24/97)   -7.25   (m)                       GP(       ) 1 1
 JU3261  NAD 83(1992)-  39 38 12.03053(N)    075 22 58.42760(W) AD(       ) B
 JU3261  ELLIP H (10/07/92)   -7.31   (m)                       GP(       ) 4 1
 JU3261  NAD 83(1991)-  39 38 12.02677(N)    075 22 58.42670(W) AD(       ) 1
 JU3261  ELLIP H (01/27/92)   -7.33   (m)                       GP(       ) 4 1
 JU3261  NAD 83(1986)-  39 38 12.02092(N)    075 22 58.43458(W) AD(       ) 1
 JU3261  NAD 27      -  39 38 11.61900(N)    075 22 59.74000(W) AD(       ) 1
 JU3261  NGVD 29 (10/07/92)   26.4    (m)           87.     (f) GPS OBS        
 JU3261
 JU3261.Superseded values are not recommended for survey control.
 JU3261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3261.See file dsdata.txt to determine how the superseded data were derived.
 JU3261
 JU3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6714387503(NAD 83)
 JU3261_MARKER: DS = TRIANGULATION STATION DISK
 JU3261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3261_SP_SET: CONCRETE POST
 JU3261_STAMPING: ACTON 2 1933
 JU3261_MARK LOGO: CGS   
 JU3261_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3261+STABILITY: SURFACE MOTION
 JU3261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3261+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 JU3261
 JU3261  HISTORY     - Date     Condition        Report By
 JU3261  HISTORY     - 1933     MONUMENTED       CGS
 JU3261  HISTORY     - 1933     GOOD             CGS
 JU3261  HISTORY     - 1946     GOOD             CGS
 JU3261  HISTORY     - 1958     GOOD             CGS
 JU3261  HISTORY     - 1965     GOOD             CGS
 JU3261  HISTORY     - 1987     GOOD             AEROS
 JU3261  HISTORY     - 19890821 GOOD             TWT
 JU3261  HISTORY     - 19901120 GOOD             NGS
 JU3261  HISTORY     - 19911210 GOOD             NJGS
 JU3261  HISTORY     - 19940831 GOOD             NJGS
 JU3261  HISTORY     - 19970115 GOOD             NJGS
 JU3261  HISTORY     - 19990623 GOOD             NJGS
 JU3261
 JU3261                          STATION DESCRIPTION
 JU3261
 JU3261'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3261'THIS STATION IS ON LAND OWNED BY RAY S. WARE, ABOUT 6 MILES NE
 JU3261'OF SALEM, 1-3/4 MILES SW OF SHARPTOWN.  AND 3 MILES A LITTLE S
 JU3261'OF W OF WOODSTOWN.  THE STATION IS IN A CULTIVATED FIELD ON THE
 JU3261'S SIDE OF THE ROAD.  40 FEET W OF A LARGE WILD CHERRY TREE.  37
 JU3261'FEET SSW OF THE CENTER LINE OF THE ROAD.  25 FEET S OF TELEPHONE
 JU3261'POLE 223-35.  32.5 FEET SSE OF A SMALL ELM.  AND 120 FEET W OF
 JU3261'THE E FENCE OF THE FIELD.  THE MARK IS 14 INCHES UNDERGROUND.
 JU3261'
 JU3261'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JU3261'DISKS SET IN CONCRETE.
 JU3261'
 JU3261'REFERENCE MARK NO.1 IS E OF THE STATION.  82 FEET ESE OF THE
 JU3261'CHERRY TREE.  10 FEET W OF THE E FENCE OF THE FIELD.  AND 15
 JU3261'FEET SW OF THE CENTER LINE OF THE ROAD.  THE MARK PROJECTS 4
 JU3261'INCHES.
 JU3261'
 JU3261'REFERENCE MARK NO.2 IS NW OF THE STATION.  18.5 FEET N OF THE
 JU3261'CENTER LINE OF THE ROAD.  55 FEET WSW OF AN APPLE TREE.  AND 80
 JU3261'FEET NW OF THE SMALL ELM.  THE MARK PROJECTS 5 INCHES.
 JU3261'
 JU3261'THE AZIMUTH MARK IS WNW OF THE STATION IN THE SAME FIELD.  IT
 JU3261'IS 6 FEET ESE OF TELEPHONE POLE 223-41.  1 FOOT S OF THE S ROW
 JU3261'FENCE AND 18 FEET S OF THE CENTER LINE OF THE ROAD.  IT PROJECTS
 JU3261'5 INCHES.
 JU3261'
 JU3261'TO REACH FROM SHARPSTOWN, A VILLAGE ON U.S. HIGHWAY 40, GO SW
 JU3261'ON THE SALEM ROAD 1.9 MILES AND TURN SHARP LEFT AT A CROSSROADS
 JU3261'WITH A SCHOOL IN THE SW ANGLE.  GO E ON THIS ROAD 0.4 MILE TO
 JU3261'THE TOP OF THE GRADE AND THE STATION.
 JU3261'
 JU3261'STATION ACTON IS SUPPOSED TO BE IN THIS LOCALITY, BUT COULD
 JU3261'NOT BE FOUND.
 JU3261
 JU3261                          STATION RECOVERY (1933)
 JU3261
 JU3261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 JU3261'RECOVERED IN GOOD CONDITION.
 JU3261
 JU3261                          STATION RECOVERY (1946)
 JU3261
 JU3261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3261'DISTANCES TO RMS WERE MEASURED AND FOUND TO BE CORRECT.  THE
 JU3261'FOLLOWING CHANGES HAVE OCCURRED WHICH MAKE THE ORIGINAL
 JU3261'DESCRIPTION INADEQUATE FOR PRESENT DAY RECOVERY.
 JU3261'
 JU3261'37 FEET SSW OF THE CENTER LINE IS NOW 27.4 FEET.
 JU3261'
 JU3261'THE FENCE MENTIONED, HAS BEEN REMOVED.
 JU3261'
 JU3261'THE CHERRY TREE, ELM TREE, POLE 223-35, POLE 223-41 AND
 JU3261'APPLE TREE NO LONGER EXIST.
 JU3261'
 JU3261'THERE IS NOW A PAVED ROAD OVER THE LOCATION OF RM 1.  IT IS
 JU3261'RECOMMENDED IT BE CONSIDERED AS LOST.  A COMPLETE NEW DESCRIPTION
 JU3261'IS AS FOLLOWS--
 JU3261'
 JU3261'LOCATED ON LAND OWNED BY RAY S. WARE, ABOUT 6 MILES NE OF SALEM,
 JU3261'1-3/4 MILES SW OF SHARPTOWN.  AND 3 MILES A LITTLE S OF W OF
 JU3261'WOODSTOWN.  THE STATION IS IN A CULTIVATED FIELD ON THE S. SIDE
 JU3261'OF THE ROAD, 144.0 FEET W. OF POLE B.T. CO. 223-26-S, 117.5 FEET
 JU3261'N.W. OF POLE B.T.CO. 26, 71.0 FEET. SE OF POLE BT CO. 27.4 FEET
 JU3261'S.S.W. OF THE CENTERLINE OF THE ROAD, AND PROJECTS 4 INCHES
 JU3261'ABOVE GROUND.
 JU3261'
 JU3261'REFERENCE MARK NO. 2 51.2 FT. NNW OF POLE 27 AND IS 21.8 FT. N. OF
 JU3261'THE CENTERLINE OF THE ROAD AND PROJECTS 5 INCHES ABOVE GROUND.
 JU3261'
 JU3261'THE AZIMUTH MARK IS .2 MILES W.N.W. OF STATION ON THE SAME SIDE
 JU3261'OF ROAD AS STATION, 178.3 FT. E.S.E. OF POLE 32, 23.0
 JU3261'FT. W.N.W. OF POLE 31, 18.5 FT. S. OF CENTERLINE OF THE ROAD AND
 JU3261'PROJECTS 12 INCHES ABOVE GROUND.
 JU3261'
 JU3261'TO REACH SHARPTOWN, A VILLAGE ON U.S., HIGHWAY 40, GO SW ON THE
 JU3261'SALEM ROAD 1.9 MILE AND TURN SHARP LEFT AT A CROSSROADS WITH A
 JU3261'SCHOOL IN THE SW ANGLE.  GO E. ON THIS ROAD 0.4 MILE TO THE TOP
 JU3261'OR THE GRADE AND THE STATION.
 JU3261
 JU3261                          STATION RECOVERY (1958)
 JU3261
 JU3261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 JU3261'STATION AND REFERENCE MARK 2 WERE FOUND IN GOOD
 JU3261'CONDITION.  REFERENCE MARK 1 HAD BEEN DESTROYED.  THE AZIMUTH
 JU3261'MARK WAS FOUND IN A ROAD BAR DITCH.  IT WAS DESTROYED AND A NEW
 JU3261'AZIMUTH MARK AND REFERENCE MARK WERE SET FOR THE STATION.  THE
 JU3261'STATION MARK WAS NOT OBSERVED FROM BECAUSE THERE IS A TELEPHONE
 JU3261'LINE DIRECTLY UP OVER THE MARK.  R.M. 2 WAS OBSERVED FROM AS THE
 JU3261'STATION.
 JU3261
 JU3261                          STATION RECOVERY (1965)
 JU3261
 JU3261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 JU3261'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 JU3261'BE IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS PREVIOUSLY REPORTED
 JU3261'AS LOST.  THE 1958 DESCRIPTION OF REFERENCE MARK NO. 3 AND THE
 JU3261'NEW LOCATION OF THE AZIMUTH MARK IS ADEQUATE.
 JU3261
 JU3261                          STATION RECOVERY (1987)
 JU3261
 JU3261'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (JKP)
 JU3261'THE STATION WAS RECOVERED AT THIS DATE.
 JU3261'ACTON 2 RM 2 AND ACTON 2 NO. 3 WERE RECOVERED AT THIS DATE.
 JU3261'THE DESCRIPTION OF 1933 AND 1946 WERE INADEQUATE.  A NEW DESCRIPTION
 JU3261'FOLLOWS.  THE STATION IS ON LAND OWNED BY HELEN AND JAMES RATHBONE
 JU3261'AT PHONE NUMBER (609)769-0993.
 JU3261'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 620 (OLD
 JU3261'KINGS HIGHWAY) AND ROUTE 40 IN THE TOWN OF SHARPTOWN GO SOUTH FOR
 JU3261'2.17 KM (1.35 MI) ON ROUTE 620 TO THE INTERSECTION OF WARNER ROAD.
 JU3261'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 1.05 KM (0.65 MI) ON ROUTE
 JU3261'620 TO THE INTERSECTION OF HAYNES NECK ROAD.  TURN LEFT AND GO EAST
 JU3261'FOR 0.64 KM (0.4 MI) ON HAYNES NECK ROAD TO THE STATION ON THE
 JU3261'RIGHT.  STATION IS LOCATED 1.2 METERS (4 FEET) SOUTH FROM A
 JU3261'CARSONITE WITNESS POST, 5.12 METERS (16.8 FEET) SOUTH FROM THE SOUTH
 JU3261'EDGE OF HAYNES NECK ROAD.  ACTON 2 RM 2 IS LOCATED 0.3 METERS (1
 JU3261'FEET) SOUTH FROM A CARSONITE WITNESS POST.  ACTON 2 NO. 3 IS LOCATED
 JU3261'0.3 METERS (1 FEET) NORTH FROM A CARSONITE WITNESS POST.
 JU3261
 JU3261                          STATION RECOVERY (1989)
 JU3261
 JU3261'RECOVERY NOTE BY TWT CONS ENG 1989
 JU3261'RECOVERED IN GOOD CONDITION.
 JU3261
 JU3261                          STATION RECOVERY (1990)
 JU3261
 JU3261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU3261'THE STATION IS LOCATED ABOUT 2.8 KM (1.7 MI) SOUTHWEST OF SHARPTOWN,
 JU3261'4.8 KM (3.0 MI) SOUTHWEST OF WOODSTOWN, ON THE SOUTH SIDE OF HAYNES
 JU3261'NECK ROAD AND 0.64 KM (0.40 MI) EAST OF THE JUNCTION OF COUNTY ROAD
 JU3261'620.  OWNERSHIP--UNKNOWN.
 JU3261'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 40 AND KINGS
 JU3261'HIGHWAY (COUNTY ROAD 620) AT A TRAFFIC LIGHT AND COASTAL SERVICE
 JU3261'STATION IN SHARPTOWN, GO SOUTHWEST ON KINGS HIGHWAY FOR 3.2 KM
 JU3261'(2.0 MI) TO THE JUNCTION OF HAYNES NECK ROAD (NOT MARKED), TURN LEFT
 JU3261'ON HAYNES NECK ROAD FOR 0.64 KM (0.40 MI) TO THE STATION ON THE RIGHT
 JU3261'ABOUT 1.8 M (5.9 FT) ABOVE THE ROAD.
 JU3261'THE STATION IS RECESSED ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 JU3261'GROUND AND LOCATED 34.1 M (111.9 FT) SOUTHEAST AND ACROSS THE ROAD
 JU3261'FROM RM 2, 5.12 M (16.80 FT) SOUTH OF THE CENTER OF THE ROAD AND 1.2
 JU3261'M (3.9 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 JU3261
 JU3261                          STATION RECOVERY (1991)
 JU3261
 JU3261'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 JU3261'THE STATION IS LOCATED IN MANNINGTON TOWNSHIP  ON THE SOUTHWEST SIDE
 JU3261'OF HAINES NECK ROAD, COUNTY ROAD 631.  TO REACH THE STATION FROM THE
 JU3261'INTERSECTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 45, JSUT SOUTHWEST
 JU3261'OF THE BOROUGH OF WOODSTOWN, GO SOUTH ON STATE HIGHWAY 45 FOR 2.0 MI
 JU3261'(3.22 KM) TO THE JUNCTION WITH HAINES NECK ROAD, COUNTY ROAD 631, ON
 JU3261'THE RIGHT, JUST PAST THE COUNTY VOCATIONAL TECHNICAL EDUCATION
 JU3261'CENTER. TURN RIGHT ON HAINES NECK ROAD AND GO WEST FOR 1.2 MI
 JU3261'(1.93 KM) TO THE STATION ON THE LEFT.  THE STATION IS A STANDARD DISK
 JU3261', STAMPED ACTON 2 1933, AND SET IN THE TOP OF A CONCRETE MONUMENT
 JU3261'ABOUT 0.5 FT (0.15 M) BELOW THE GROUND.  NO TIE MEASUREMENTS WERE
 JU3261'MADE AT THIS TIME.
 JU3261
 JU3261                          STATION RECOVERY (1994)
 JU3261
 JU3261'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 JU3261'RECOVERED AS DESCRIBED.
 JU3261
 JU3261                          STATION RECOVERY (1997)
 JU3261
 JU3261'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (FAC)
 JU3261'RECOVERED AS DESCRIBED.
 JU3261
 JU3261                          STATION RECOVERY (1999)
 JU3261
 JU3261'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 JU3261'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3260 ***********************************************************************
 JU3260  DESIGNATION -  ACTON 2 RM 2
 JU3260  PID         -  JU3260
 JU3260  STATE/COUNTY-  NJ/SALEM
 JU3260  USGS QUAD   -  PENNS GROVE (1995)
 JU3260
 JU3260                         *CURRENT SURVEY CONTROL
 JU3260  ___________________________________________________________________
 JU3260* NAD 83(1996)-  39 38 12.75304(N)    075 22 59.51101(W)     ADJUSTED  
 JU3260* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 JU3260  ___________________________________________________________________
 JU3260  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 JU3260  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JU3260
 JU3260  HORZ ORDER  -  SECOND
 JU3260
 JU3260.The horizontal coordinates were established by classical geodetic methods
 JU3260.and adjusted by the National Geodetic Survey in September 1999..
 JU3260
 JU3260.The orthometric height was scaled from a topographic map.
 JU3260
 JU3260.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3260
 JU3260.The geoid height was determined by GEOID03.
 JU3260
 JU3260;                    North         East     Units Scale Factor Converg.
 JU3260;SPC NJ       -    89,573.101    74,189.399   MT  0.99997074   -0 33 48.4
 JU3260;SPC NJ       -   293,874.42    243,403.05   sFT  0.99997074   -0 33 48.4
 JU3260;UTM  18      - 4,387,525.400   467,117.727   MT  0.99961331   -0 14 40.0
 JU3260
 JU3260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3260!SPC NJ       -   1.00000105  x   0.99997074  =   0.99997179
 JU3260!UTM  18      -   1.00000105  x   0.99961331  =   0.99961436
 JU3260
 JU3260:                Primary Azimuth Mark                     Grid Az
 JU3260:SPC NJ       -  AUBURN ATT MICROWAVE TOWER               019 13 20.7
 JU3260:UTM  18      -  AUBURN ATT MICROWAVE TOWER               018 54 12.3
 JU3260
 JU3260|---------------------------------------------------------------------|
 JU3260| PID    Reference Object                     Distance      Geod. Az  |
 JU3260|                                                           dddmmss.s |
 JU3260| JU3237 AUBURN ATT MICROWAVE TOWER          APPROX.10.4 KM 0183932.3 |
 JU3260| CB1172 ACTON 2 RM 3                         67.864 METERS 11933     |
 JU3260| JU3261 ACTON 2                              34.107 METERS 13045     |
 JU3260| AH7176 ACTON 2 AZ MK RESET                                2802958.9 |
 JU3260|---------------------------------------------------------------------|
 JU3260
 JU3260                          SUPERSEDED SURVEY CONTROL
 JU3260
 JU3260  NAD 83(1991)-  39 38 12.74875(N)    075 22 59.51016(W) AD(       ) 2
 JU3260  NAD 83(1986)-  39 38 12.74285(N)    075 22 59.51796(W) AD(       ) 2
 JU3260  NAD 27      -  39 38 12.34060(N)    075 23 00.82300(W) AD(       ) 2
 JU3260
 JU3260.Superseded values are not recommended for survey control.
 JU3260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3260.See file dsdata.txt to determine how the superseded data were derived.
 JU3260
 JU3260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6711887525(NAD 83)
 JU3260_MARKER: DR = REFERENCE MARK DISK
 JU3260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3260_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3260
 JU3260  HISTORY     - Date     Condition        Report By
 JU3260  HISTORY     - 1958     MONUMENTED       CGS
 JU3260  HISTORY     - 1965     GOOD             CGS
 JU3260
 JU3260                          STATION DESCRIPTION
 JU3260
 JU3260'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 JU3260'STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 JU3260'CONDITION.  REFERENCE MARK 1 HAD PREVIOUSLY BEEN DESTROYED.  THE
 JU3260'AZIMUTH MARK WAS FOUND IN A ROAD BAR-DITCH.  IT WAS DESTROYED
 JU3260'AND A NEW AZIMUTH MARK AND REFERENCE MARK 3 WERE SET FOR THE
 JU3260'STATION.  THE STATION MARK WAS NOT OBSERVED FROM BECAUSE THERE
 JU3260'IS A TELEPHONE LINE DIRECTLY UP-OVER THE MARK.  REFERENCE MARK
 JU3260'2 WAS OBSERVED FROM AS THE STATION.  A DISTANCE CHECK WAS MADE
 JU3260'FROM ACTON 2 1933 TO ACTON 2 RM 2 1933 AND FOUND TO BE
 JU3260'CORRECT.  THE OLD DESCRIPTION WAS INADEQUATE AND A COMPLETE
 JU3260'NEW ONE FOLLOWS.
 JU3260'
 JU3260'STATION IS LOCATED ON THE NORTH SIDE OF A ROAD RIGHT-OF-WAY,
 JU3260'ABOUT 6 MILES NORTHEAST OF SALEM, 1-1/4 MILES SOUTHWEST OF
 JU3260'SHARPTOWN, 3 MILES SOUTH OF WOODSTOWN.
 JU3260'
 JU3260'REACHED FROM THE DELAWARE MEMORIAL BRIDGE TOLL HOUSE BY GOING
 JU3260'EAST, ON U.S. HIGHWAY 40 FOR 9.8 MILES TO THE JUNCTION WITH
 JU3260'STATE HIGHWAY 48, CONTINUE EAST, ON HIGHWAY 40 FOR 0.6
 JU3260'MILE.  TURN RIGHT AT SIGN SALEM 8 MILES AND FOLLOW PAVED
 JU3260'ROAD NORTHERLY FOR 2.0 MILES.  TURN LEFT AT SIGNS SALEM 6,
 JU3260'YORKTOWN 6 AND FOLLOW PAVED ROAD EASTERLY FOR 0.15 MILE,
 JU3260'AZIMUTH MARK ON THE RIGHT, CONTINUE EAST, ON PAVED ROAD FOR
 JU3260'0.25 MILE, STATION MARK (REFERENCE MARK NO 2 1933) ON THE
 JU3260'LEFT.
 JU3260'
 JU3260'STATION MARK IS A STANDARD DISK, STAMPED ACTON 2 RM 2 1933, SET
 JU3260'IN THE TOP OF A CONCRETE CYLINDER MONUMENT WHICH PROJECTS 8
 JU3260'INCHES.  IT IS 21 FEET NORTH OF A PAVED ROAD, 50 FEET NORTHWEST
 JU3260'OF A TELEPHONE LINE POLE, 295 FEET EAST OF A TELEPHONE LINE POLE.
 JU3260'
 JU3260'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ACTON 2 NO 3 1933,
 JU3260'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 JU3260'INCHES.  IT IS 22.5 FEET SOUTH OF THE PAVED ROAD, 2 FEET NORTH
 JU3260'OF A FENCE CORNER, 2 FEET WEST OF A TELEPHONE LINE POLE.
 JU3260'
 JU3260'THE 1933 STATION MARK IS A STANDARD DISK, STAMPED ACTON 2 1933,
 JU3260'SET IN THE TOP OF A CONCRETE CYLINDER MONUMENT WHICH IS ABOUT
 JU3260'14 INCHES BELOW THE GROUND SURFACE.  IT IS 28 FEET SOUTH OF
 JU3260'THE PAVED ROAD, 72 FEET EAST OF A TELEPHONE LINE POLE, 114 FEET
 JU3260'WEST OF THE FENCE CORNER.  DISTANCE FROM ACTON 2 1933 TO
 JU3260'REFERENCE MARK 3 = 115.19 FEET, 35.110 METERS.
 JU3260'
 JU3260'AZIMUTH MARK IS A STANDARD DISK, STAMPED ACTON 2 1933 RESET
 JU3260'1958, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JU3260'3 INCHES.  IT IS 24 FEET SOUTH OF THE PAVED ROAD, 1 FOOT SOUTH
 JU3260'OF A TELEPHONE LINE POLE, 1 FOOT EAST-SOUTHEAST OF A WHITE
 JU3260'WITNESS POST.
 JU3260
 JU3260                          STATION RECOVERY (1965)
 JU3260
 JU3260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 JU3260'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 JU3260'BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA2848 ***********************************************************************
 AA2848  PACS        -  This is a Primary Airport Control Station.
 AA2848  DESIGNATION -  ACY K
 AA2848  PID         -  AA2848
 AA2848  STATE/COUNTY-  NJ/ATLANTIC
 AA2848  USGS QUAD   -  PLEASANTVILLE (1994)
 AA2848
 AA2848                         *CURRENT SURVEY CONTROL
 AA2848  ___________________________________________________________________
 AA2848* NAD 83(1996)-  39 27 40.43370(N)    074 34 05.96483(W)     ADJUSTED  
 AA2848* NAVD 88     -        17.830  (meters)      58.50   (feet)  ADJUSTED  
 AA2848  ___________________________________________________________________
 AA2848  X           -   1,312,066.719 (meters)                     COMP
 AA2848  Y           -  -4,753,162.539 (meters)                     COMP
 AA2848  Z           -   4,031,971.159 (meters)                     COMP
 AA2848  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AA2848  ELLIP HEIGHT-         -16.00  (meters)          (09/23/02) GPS OBS
 AA2848  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 AA2848  DYNAMIC HT  -          17.821 (meters)      58.47  (feet)  COMP
 AA2848  MODELED GRAV-     980,125.8   (mgal)                       NAVD 88
 AA2848
 AA2848  HORZ ORDER  -  A
 AA2848  VERT ORDER  -  FIRST     CLASS II
 AA2848  ELLP ORDER  -  FOURTH    CLASS I
 AA2848
 AA2848.This mark is at Atlantic City Intl Airport (ACY)
 AA2848
 AA2848.The horizontal coordinates were established by GPS observations
 AA2848.and adjusted by the National Geodetic Survey in July 1997..
 AA2848
 AA2848.The orthometric height was determined by differential leveling
 AA2848.and adjusted by the National Geodetic Survey in April 2001..
 AA2848
 AA2848.Photographs are available for this station.
 AA2848
 AA2848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2848
 AA2848.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2848
 AA2848.The ellipsoidal height was determined by GPS observations
 AA2848.and is referenced to NAD 83.
 AA2848
 AA2848.The geoid height was determined by GEOID03.
 AA2848
 AA2848.The dynamic height is computed by dividing the NAVD 88
 AA2848.geopotential number by the normal gravity value computed on the
 AA2848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2848.degrees latitude (g = 980.6199 gals.).
 AA2848
 AA2848.The modeled gravity was interpolated from observed gravity values.
 AA2848
 AA2848;                    North         East     Units Scale Factor Converg.
 AA2848;SPC NJ       -    69,703.451   144,120.581   MT  0.99990043   -0 02 36.3
 AA2848;SPC NJ       -   228,685.41    472,835.61   sFT  0.99990043   -0 02 36.3
 AA2848;UTM  18      - 4,368,050.890   537,135.793   MT  0.99961698   +0 16 27.7
 AA2848
 AA2848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2848!SPC NJ       -   1.00000251  x   0.99990043  =   0.99990294
 AA2848!UTM  18      -   1.00000251  x   0.99961698  =   0.99961949
 AA2848
 AA2848                          SUPERSEDED SURVEY CONTROL
 AA2848
 AA2848  ELLIP H (07/24/97)  -15.96   (m)                       GP(       ) 2 1
 AA2848  NAD 83(1992)-  39 27 40.43353(N)    074 34 05.96419(W) AD(1995.00) A
 AA2848  ELLIP H (10/11/95)  -15.96   (m)                       GP(1995.00) 2 1
 AA2848  NAD 83(1992)-  39 27 40.43419(N)    074 34 05.96401(W) AD(       ) A
 AA2848  ELLIP H (05/11/95)  -15.88   (m)                       GP(       ) 1 1
 AA2848  NAVD 88 (05/11/95)   17.83   (m)           58.5    (f) LEVELING    3  
 AA2848
 AA2848.Superseded values are not recommended for survey control.
 AA2848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2848.See file dsdata.txt to determine how the superseded data were derived.
 AA2848
 AA2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3713668051(NAD 83)
 AA2848_MARKER: F = FLANGE-ENCASED ROD
 AA2848_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA2848_STAMPING: ACY K 1994
 AA2848_MARK LOGO: NGS   
 AA2848_PROJECTION: RECESSED 8 CENTIMETERS
 AA2848_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2848_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA2848+STABILITY: POSITION/ELEVATION WELL
 AA2848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2848+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2000
 AA2848_ROD/PIPE-DEPTH: 37.5 meters
 AA2848_SLEEVE-DEPTH  : 0.65 meters
 AA2848
 AA2848  HISTORY     - Date     Condition        Report By
 AA2848  HISTORY     - 1994     MONUMENTED       NGS
 AA2848  HISTORY     - 19950228 GOOD             NGS
 AA2848  HISTORY     - 19961024 GOOD             NJGS
 AA2848  HISTORY     - 20000425 GOOD             NGS
 AA2848
 AA2848                          STATION DESCRIPTION
 AA2848
 AA2848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA2848'THE STATION IS LOCATED ON THE PROPERTY OF THE FEDERAL AVIATION
 AA2848'ADMINISTRATION TECHNICAL CENTER FACILITY AND NEAR THE ATLANTIC CITY
 AA2848'INTERNATIONAL AIRPORT APPROXIMATELY 11 MI (17.7 KM) WEST OF ATLANTIC
 AA2848'CITY AND 2 MI (3.2 KM) SOUTH OF POMONA.  (ENTRANCE TO THE FACILITY IS
 AA2848'STRICTLY REGULATED).
 AA2848' 
 AA2848'TO REACH THE STATION FROM THE TRAFFIC CIRCLE AT THE JUNCTION OF COUNTY
 AA2848'ROAD 563, TILDEN ROAD, AND COUNTY ROAD 648, GO NORTH ON THE FAA
 AA2848'TECHNICAL ENTRANCE ROAD FOR 0.9 MI (1.4 KM) TO THE GUARD SHACK AT THE
 AA2848'FACILITY ENTRANCE.  WITH PROPER CLEARANCE FOR ACCESS TO THE FACILITY,
 AA2848'PROCEED EAST ON THE CENTER ROAD FOR 0.9 MI (1.4 KM) TO FAA HANGAR
 AA2848'ADMINISTRATIVE SUPPORT FACILITY AND GATE 3 ON THE RIGHT. PROCEED
 AA2848'THROUGH (CONTROLLED) GATE 3 FOR 0.03 MI (0.05 KM) NORTH TO AOA RAMP
 AA2848'AREA.  TURN RIGHT, EAST ON RAMP AND FOLLOW FENCE LINE/TIE-DOWN AREA
 AA2848'FOR 0.1 MI (0.2 KM) TO AIRPORT PERIMETER ROAD. FOLLOW PERIMETER ROAD
 AA2848'0.01 MI (0.02 KM) TO DIRT ROAD ON LEFT AND GATE ON RIGHT.  TURN LEFT,
 AA2848'NORTH-NORTHEAST ON DIRT ROAD AND GO 0.45 MI (0.72 KM) TO Y IN ROAD
 AA2848'(AIR BLAST TEST FACILITY/HELIPORT) SIGN.  PROCEED LEFT, WEST ON DIRT
 AA2848'ROAD FOR 1.1 MI (1.8 KM) TO 4 WAY DIRT INTERSECTION AND SMALL TRACT
 AA2848'ROAD ON CENTER RIGHT.  FOLLOW TRACK ROAD NORTH-NORTHWEST FOR 0.03 MI
 AA2848'(0.05 KM) TO SMALL RISE AND STATION ON LEFT.
 AA2848' 
 AA2848'THE STATION IS LOCATED 258.4 FT (78.8 M) SOUTH-SOUTHEAST FROM GREEN
 AA2848'ELECTRIC BOX, 134.7 FT (41.1 M) WEST FROM TELEPHONE JUNCTION BOX, 68.0
 AA2848'FT (20.7 M) FROM CENTERLINE TRACK ROAD LEADING TO ABANDONED VOR, AND
 AA2848'2.4 FT (0.7 M) SOUTH FROM A CARSONITE WITNESS POST.
 AA2848' 
 AA2848'FOR ACCESS CONTACT MR. JEFFERY WOLFE, ENGINEERING DEPARTMENT,
 AA2848'TELEPHONE 609-484-4430.
 AA2848
 AA2848                          STATION RECOVERY (1995)
 AA2848
 AA2848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AA2848'2.1 KM (1.30 MI) SOUTHWESTERLY ALONG COUNTY ROAD 575 FROM THE JUNCTION
 AA2848'OF U.S.  HIGHWAY 30 IN POMONA, THENCE 4.4 KM (2.75 MI) SOUTHEASTERLY
 AA2848'ALONG TILTON ROAD, THENCE 1.6 KM (1.00 MI) NORTHEASTERLY ALONG THE
 AA2848'AIRPORT ENTRANCE ROAD, THENCE 1.2 KM (0.75 MI) NORTHEASTERLY THROUGH A
 AA2848'SECURITY GATE AND ALONG THE CENTER OF 3 ENTRANCE ROADS LEADING TO THE
 AA2848'FEDERAL AVIATION ADMINISTRATION TECHNICAL FACILITY, THENCE 0.2 KM
 AA2848'(0.10 MI) NORTHERLY THROUGH A SECURITY GATE, THENCE 0.5 KM (0.30 MI)
 AA2848'EASTERLY ACROSS AN APRON AND THEN ALONG A GRAVELED ROAD, THENCE 0.7 KM
 AA2848'(0.45 MI) NORTHEASTERLY ALONG THE AIRPORT PERIMETER ROAD, 1.6 KM (1.00
 AA2848'MI) NORTHWESTERLY ALONG A GRAVELED ROAD, THENCE 0.1 KM (0.05 MI)
 AA2848'NORTHERLY ALONG A TRACK ROAD, 78.8 M (258.5 FT) NORTH OF THE NORTH
 AA2848'CORNER OF AN ELECTRICAL BOX, 41.1 M (134.8 FT) WEST OF AN UNDER GROUND
 AA2848'CABLE PEDESTAL, 20.7 M (67.9 FT) WEST OF THE ROAD CENTER, 0.8 M (2.6
 AA2848'FT) ABOVE THE LEVEL OF THE ROAD, AND 0.7 M (2.3 FT) SOUTH OF A WITNESS
 AA2848'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AA2848'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATION FOR A CLASS A MARK.
 AA2848'THE MARK IS ON PROPERTY OWNED BY THE ATLANTIC CITY AIRPORT, ATLANTIC
 AA2848'CITY, NJ 08405, TELEPHONE NUMBER (609) 485-6821.
 AA2848
 AA2848                          STATION RECOVERY (1996)
 AA2848
 AA2848'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 AA2848'RECOVERED AS DESCRIBED.
 AA2848
 AA2848                          STATION RECOVERY (2000)
 AA2848
 AA2848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GFS)
 AA2848'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.THIS STATION IS
 AA2848'DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION PACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA2847 ***********************************************************************
 AA2847  FBN         -  This is a Federal Base Network Control Station.
 AA2847  DESIGNATION -  ACY L
 AA2847  PID         -  AA2847
 AA2847  STATE/COUNTY-  NJ/ATLANTIC
 AA2847  USGS QUAD   -  PLEASANTVILLE (1994)
 AA2847
 AA2847                         *CURRENT SURVEY CONTROL
 AA2847  ___________________________________________________________________
 AA2847* NAD 83(1996)-  39 26 51.28051(N)    074 33 49.78483(W)     ADJUSTED  
 AA2847* NAVD 88     -        17.902  (meters)      58.73   (feet)  ADJUSTED  
 AA2847  ___________________________________________________________________
 AA2847  X           -   1,312,695.962 (meters)                     COMP
 AA2847  Y           -  -4,753,988.150 (meters)                     COMP
 AA2847  Z           -   4,030,800.706 (meters)                     COMP
 AA2847  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AA2847  ELLIP HEIGHT-         -15.99  (meters)          (09/24/01) GPS OBS
 AA2847  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 AA2847  DYNAMIC HT  -          17.893 (meters)      58.70  (feet)  COMP
 AA2847  MODELED GRAV-     980,124.1   (mgal)                       NAVD 88
 AA2847
 AA2847  HORZ ORDER  -  A
 AA2847  VERT ORDER  -  FIRST     CLASS II
 AA2847  ELLP ORDER  -  FOURTH    CLASS I
 AA2847
 AA2847.This mark is at Atlantic City Intl Airport (ACY)
 AA2847
 AA2847.The horizontal coordinates were established by GPS observations
 AA2847.and adjusted by the National Geodetic Survey in July 1997..
 AA2847
 AA2847.The orthometric height was determined by differential leveling
 AA2847.and adjusted by the National Geodetic Survey in April 2001..
 AA2847
 AA2847.Photographs are available for this station.
 AA2847
 AA2847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2847
 AA2847.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2847
 AA2847.The ellipsoidal height was determined by GPS observations
 AA2847.and is referenced to NAD 83.
 AA2847
 AA2847.The geoid height was determined by GEOID03.
 AA2847
 AA2847.The dynamic height is computed by dividing the NAVD 88
 AA2847.geopotential number by the normal gravity value computed on the
 AA2847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2847.degrees latitude (g = 980.6199 gals.).
 AA2847
 AA2847.The modeled gravity was interpolated from observed gravity values.
 AA2847
 AA2847;                    North         East     Units Scale Factor Converg.
 AA2847;SPC NJ       -    68,187.432   144,506.266   MT  0.99990037   -0 02 26.0
 AA2847;SPC NJ       -   223,711.60    474,100.97   sFT  0.99990037   -0 02 26.0
 AA2847;UTM  18      - 4,366,537.462   537,529.768   MT  0.99961734   +0 16 37.7
 AA2847
 AA2847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2847!SPC NJ       -   1.00000251  x   0.99990037  =   0.99990288
 AA2847!UTM  18      -   1.00000251  x   0.99961734  =   0.99961985
 AA2847
 AA2847                          SUPERSEDED SURVEY CONTROL
 AA2847
 AA2847  ELLIP H (07/24/97)  -15.93   (m)                       GP(       ) 2 1
 AA2847  NAD 83(1992)-  39 26 51.28034(N)    074 33 49.78420(W) AD(1995.00) A
 AA2847  ELLIP H (10/11/95)  -15.93   (m)                       GP(1995.00) 2 1
 AA2847  NAD 83(1992)-  39 26 51.28100(N)    074 33 49.78403(W) AD(       ) A
 AA2847  ELLIP H (05/11/95)  -15.84   (m)                       GP(       ) 1 1
 AA2847  NAVD 88 (05/11/95)   17.90   (m)           58.7    (f) LEVELING    3  
 AA2847
 AA2847.Superseded values are not recommended for survey control.
 AA2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2847.See file dsdata.txt to determine how the superseded data were derived.
 AA2847
 AA2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3753066537(NAD 83)
 AA2847_MARKER: I = METAL ROD
 AA2847_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA2847_STAMPING: ACY L 1994
 AA2847_MARK LOGO: NGS   
 AA2847_PROJECTION: RECESSED 9 CENTIMETERS
 AA2847_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA2847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2847+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2000
 AA2847_ROD/PIPE-DEPTH: 69.2 meters
 AA2847_SLEEVE-DEPTH  : 0.65 meters
 AA2847
 AA2847  HISTORY     - Date     Condition        Report By
 AA2847  HISTORY     - 1994     MONUMENTED       NGS
 AA2847  HISTORY     - 19950228 GOOD             NGS
 AA2847  HISTORY     - 19961024 GOOD             NJGS
 AA2847  HISTORY     - 20000711 GOOD             NGS
 AA2847  HISTORY     - 20040707 GOOD             GEOCAC
 AA2847
 AA2847                          STATION DESCRIPTION
 AA2847
 AA2847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA2847'THE STATION IS LOCATED ON THE PROPERTY OF THE FEDERAL AVIATION
 AA2847'ADMINISTRATION TECHNICAL CENTER FACILITY AND NEAR THE ATLANTIC CITY
 AA2847'INTERNATIONAL AIRPORT APPROXIMATELY 11 MI (17.7 KM) WEST OF ATLANTIC
 AA2847'CITY AND 2 MI (3.2 KM) SOUTH OF POMONA.  (ENTRANCE TO THE FACILITY IS
 AA2847'STRICTLY REGULATED).
 AA2847' 
 AA2847'TO REACH THE STATION FROM THE TRAFFIC CIRCLE AT THE JUNCTION OF COUNTY
 AA2847'ROAD 563, TILDEN ROAD, AND COUNTY ROAD 648, GO NORTH ON THE FAA
 AA2847'TECHNICAL ENTRANCE ROAD FOR 0.9 MI (1.4 KM) TO THE GUARD SHACK AT THE
 AA2847'FACILITY ENTRANCE.  WITH PROPER CLEARENCE FOR ACCESS TO THE FACILITY,
 AA2847'PROCEED EAST ON THE CENTER ROAD FOR 0.8 MI (1.3 KM) PASSING GUARD RAIL
 AA2847'AND TO STATION ON THE RIGHT.
 AA2847' 
 AA2847'THE STATION IS LOCATED  369.6 FT (112.7 M) SOUTH-SOUTHWEST FROM AOA
 AA2847'FENCE LINE, 123.3 FT (37.6 M) NORTH-NORTHWEST FROM NORTH CORNER OF
 AA2847'CONCRETE HEADWALL, 104.4 FT (31.8 M) NORTH-NORTHWEST FROM THE NORTH
 AA2847'CORNER OF GUARD RAIL, 53.8 FT (16.4 M) NORTH-NORTHEASE FROM CENTERLINE
 AA2847'ROAD, AND 2.2 FT (0.7 M) SOUTH-SOUTHWEST FROM CARSONITE WITNESS POST.
 AA2847' 
 AA2847'FOR ACCESS CONTACT MR.JEFFERY WOLFE, ENGINEERING DEPARTMENT, PHONE
 AA2847'609-484-4430.
 AA2847
 AA2847                          STATION RECOVERY (1995)
 AA2847
 AA2847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AA2847'2.1 KM (1.30 MI) SOUTHWESTERLY ALONG COUNTY ROAD 575 FROM THE JUNCTION
 AA2847'OF U.S.  HIGHWAY 30 IN POMONA, THENCE 4.4 KM (2.75 MI) SOUTHEASTERLY
 AA2847'ALONG TILTON ROAD, THENCE 1.6 KM (1.00 MI) NORTHEASTERLY ALONG THE
 AA2847'AIRPORT ENTRANCE ROAD, THENCE 1.2 KM (0.75 MI) NORTHEASTERLY THROUGH A
 AA2847'SECURITY GATE AND ALONG THE CENTER OF 3 ENTRANCE ROADS LEADING TO THE
 AA2847'FEDERAL AVIATION ADMINISTRATION TECHNICAL FACILITY, 112.7 M (369.7 FT)
 AA2847'SOUTHWEST OF A CHAIN-LINK FENCE, 37.6 M (123.4 FT) NORTHWEST OF THE
 AA2847'NORTHWEST END OF A HEADWALL, 31.8 M (104.3 FT) NORTHWEST OF THE
 AA2847'NORTHWEST END OF A GUARD RAIL, 16.4 M (53.8 FT) NORTHEAST OF THE ROAD
 AA2847'CENTERLINE, 0.7 M (2.3 FT) SOUTHWEST OF A WITNESS POST, AND 0.5 M (1.6
 AA2847'FT) ABOVE THE LEVEL OF THE ROAD. NOTE--ACCESS TO THE DATUM POINT IS
 AA2847'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AA2847'SPECIFICATION FOR A CLASS A MARK.  THE MARK IS ON PROPERTY OWNED BY
 AA2847'THE FEDERAL AVIATION ADMINISTRATION TECHNICAL CENTER, ATLANTIC CITY
 AA2847'AIRPORT, ATLANTIC CITY, NJ 08405, TELEPHONE NUMBER (609) 485-6821.
 AA2847
 AA2847                          STATION RECOVERY (1996)
 AA2847
 AA2847'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 AA2847'RECOVERED AS DESCRIBED.
 AA2847
 AA2847                          STATION RECOVERY (2000)
 AA2847
 AA2847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AA2847'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) WEST OF ATLANTIC CITY,
 AA2847'3.2 KM (2.00 MI) SOUTH OF POMONA, AT THE ATLANTIC CITY INTERNATIONAL
 AA2847'AIRPORT, ON THE GROUNDS OF THE FEDERAL AVIATION TECHNICAL CENTER
 AA2847'COMPLEX, ON THE SOUTHEAST SIDE OF THE ENTRANCE DRIVE FOR THE
 AA2847'LOADING DOCK OF THE US COAST GUARD HANGAR.  OWNERSHIP--FEDERAL
 AA2847'AVIATION ADMINISTRATION.  CONTACT MR JEFFERY WOLFE, ENGINEERING
 AA2847'SUPERVISOR, ONE DAY IN ADVANCE BEFORE OCCUPYING THE STATION,
 AA2847'PHONE 609-485-4430. DUE TO POSSIBLE SECURITY REQUIREMENTS, MR JIM
 AA2847'CLAYTON CAN BE CONTACTED FOR AN ESCORT TO THE STATION IF NEEDED,
 AA2847'PHONE 609-485-5569.  TO REACH THE STATION FROM THE TRAFFIC
 AA2847'CIRCLE-JUNCTION OF COUNTY ROADS 563, 648 AND THE ENTRANCE ROAD TO
 AA2847'THE FAA TECHNICAL CENTER COMPLEX, ABOUT 2.41 KM (1.50 MI) SOUTHWEST
 AA2847'OF POMONA, GO NORTH ON THE FAA FACILITY ROAD FOR 1.4 KM (0.85 MI) TO
 AA2847'THE SECURITY BUILDING ON THE RIGHT AND SECURITY GATE STRAIGHT
 AA2847'AHEAD.  YOU MUST CHECK IN AT THE SECURITY BUILDING FOR A PASS OR AN
 AA2847'ESCORT TO THE STATION.  FROM THE SECURITY GATE, GO 0.08 KM (0.05 MI)
 AA2847'TO THE JUNCTION OF AMELIA EARHART DRIVE.  TURN RIGHT,
 AA2847'SOUTHEASTERLY AND GO 1.37 KM (0.85 MI) ON AMELIA EARHART DRIVE TO
 AA2847'THE STATION ON THE RIGHT.  THE STATION IS A PUNCH MARK ON THE TOP
 AA2847'OF A STAINLESS STEEL ROD IN A GREASE-FILLED SLEEVE, ENCASED IN A 13
 AA2847'CM PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE RECESSED 3
 AA2847'CM BELOW GROUND.  LOCATED 19.20 M (62.99 FT) SOUTHEAST OF THE
 AA2847'SOUTHEAST CURB OF THE DRIVE TO THE COAST GUARD HANGAR, 16.92 M
 AA2847'(55.51 FT) WEST OF THE SOUTHWEST CORNER OF THE CONCRETE
 AA2847'FOUNDATION SUPPORTING TWO FUEL VENT PIPES, 16.46 M (54.00 FT)
 AA2847'NORTHEAST OF THE CENTER OF AMELIA EARHART DRIVE, 8.23 M (27.00 FT)
 AA2847'SOUTHWEST OF THE SOUTH CORNER OF THE CONCRETE CURB OF THE
 AA2847'PARKING LOT AND 0.3 M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS.
 AA2847'
 AA2847
 AA2847                          STATION RECOVERY (2004)
 AA2847
 AA2847'RECOVERY NOTE BY GEOCACHING 2004 (STC)
 AA2847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5210 ***********************************************************************
 AI5210  DESIGNATION -  ADMIRAL
 AI5210  PID         -  AI5210
 AI5210  STATE/COUNTY-  NJ/MONMOUTH
 AI5210  USGS QUAD   -  LONG BRANCH (1981)
 AI5210
 AI5210                         *CURRENT SURVEY CONTROL
 AI5210  ___________________________________________________________________
 AI5210* NAD 83(1996)-  40 19 51.98925(N)    073 58 27.12315(W)     ADJUSTED  
 AI5210* NAVD 88     -        47.7    (meters)     156.     (feet)  VERTCON   
 AI5210  ___________________________________________________________________
 AI5210  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 AI5210  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 AI5210
 AI5210  HORZ ORDER  -  THIRD
 AI5210
 AI5210.The horizontal coordinates were established by classical geodetic methods
 AI5210.and adjusted by the National Geodetic Survey in May 2000..
 AI5210
 AI5210.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI5210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI5210
 AI5210.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5210
 AI5210.The geoid height was determined by GEOID03.
 AI5210
 AI5210;                    North         East     Units Scale Factor Converg.
 AI5210;SPC NJ       -   166,408.936   194,678.032   MT  0.99992456   +0 20 25.1
 AI5210;SPC NJ       -   545,959.98    638,706.18   sFT  0.99992456   +0 20 25.1
 AI5210;UTM  18      - 4,465,012.912   587,138.281   MT  0.99969347   +0 39 50.2
 AI5210
 AI5210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5210!SPC NJ       -   0.99999764  x   0.99992456  =   0.99992220
 AI5210!UTM  18      -   0.99999764  x   0.99969347  =   0.99969111
 AI5210
 AI5210                          SUPERSEDED SURVEY CONTROL
 AI5210
 AI5210  NGVD 29 (05/18/00)   48.0    (m)          157.     (f) VERT ANG       
 AI5210
 AI5210.Superseded values are not recommended for survey control.
 AI5210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5210.See file dsdata.txt to determine how the superseded data were derived.
 AI5210
 AI5210_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8713865013(NAD 83)
 AI5210_MARKER: DD = SURVEY DISK
 AI5210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5210+STABILITY: SURFACE MOTION
 AI5210
 AI5210  HISTORY     - Date     Condition        Report By
 AI5210  HISTORY     - 1988     MONUMENTED       NOSAMC
 AI5210
 AI5210                          STATION DESCRIPTION
 AI5210
 AI5210'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5210'THE STATION IS LOCATED SOUTH OF THE INTERSECTION OF OCEAN AVENUE AND
 AI5210'BEACH RD. THE STATION IS JUST NORTH OF THE SHORES CONDOMINUM AND
 AI5210'STATION SHORES 1988. IT IS LOCATED ON THE NORTHERN PENTHOUSE ROOF OF
 AI5210'THE ADMIRALTY CONDOMINIUMS NEAR THE EASTERN EDGE, IN MONMOUTH BEACH,
 AI5210'N.J. THE STATION IS A STANDARD NOS BRONZE DISK STAMPED---ADMIRAL 1988
 AI5210'EPOXIED TO THE TAR ROOF. IT IS-- 4.080 M (13.38 FT.) EAST OF THE WEST
 AI5210'WALL. 1.972 M (6.470 FT.) NORTH OF THE SOUTH WALL. 1.590 M (5.217 FT.)
 AI5210'SOUTH OF THE NORTH WALL. 0.934 M (3.064 FT.) WEST OF THE EAST WALL.
 AI5210'CONTACT--DIANE DANGLER MANAGER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4492 ***********************************************************************
 JU4492  DESIGNATION -  ADR 2
 JU4492  PID         -  JU4492
 JU4492  STATE/COUNTY-  NJ/CAMDEN
 JU4492  USGS QUAD   -  CAMDEN (1995)
 JU4492
 JU4492                         *CURRENT SURVEY CONTROL
 JU4492  ___________________________________________________________________
 JU4492* NAD 83(1996)-  39 58 48.37570(N)    075 01 21.69784(W)     ADJUSTED  
 JU4492* NAVD 88     -        16.0    (meters)      52.     (feet)  GPS OBS   
 JU4492  ___________________________________________________________________
 JU4492  X           -   1,264,817.496 (meters)                     COMP
 JU4492  Y           -  -4,727,852.839 (meters)                     COMP
 JU4492  Z           -   4,076,282.249 (meters)                     COMP
 JU4492  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 JU4492  ELLIP HEIGHT-         -16.82  (meters)          (10/23/02) GPS OBS
 JU4492  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 JU4492
 JU4492  HORZ ORDER  -  FIRST
 JU4492  ELLP ORDER  -  FOURTH    CLASS I
 JU4492
 JU4492.The horizontal coordinates were established by GPS observations
 JU4492.and adjusted by the National Geodetic Survey in May 1999..
 JU4492
 JU4492.The orthometric height was determined by GPS observations and a
 JU4492.high-resolution geoid model.
 JU4492
 JU4492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4492
 JU4492.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4492
 JU4492.The ellipsoidal height was determined by GPS observations
 JU4492.and is referenced to NAD 83.
 JU4492
 JU4492.The geoid height was determined by GEOID03.
 JU4492
 JU4492;                    North         East     Units Scale Factor Converg.
 JU4492;SPC NJ       -   127,436.370   105,356.561   MT  0.99992453   -0 20 09.1
 JU4492;SPC NJ       -   418,097.49    345,657.32   sFT  0.99992453   -0 20 09.1
 JU4492;SPC PA S     -    75,410.998   832,924.113   MT  0.99999302   +1 46 10.0
 JU4492;SPC PA S     -   247,410.92  2,732,685.19   sFT  0.99999302   +1 46 10.0
 JU4492;UTM  18      - 4,425,549.248   498,062.298   MT  0.99960005   -0 00 52.5
 JU4492
 JU4492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4492!SPC NJ       -   1.00000264  x   0.99992453  =   0.99992717
 JU4492!SPC PA S     -   1.00000264  x   0.99999302  =   0.99999566
 JU4492!UTM  18      -   1.00000264  x   0.99960005  =   0.99960269
 JU4492
 JU4492                          SUPERSEDED SURVEY CONTROL
 JU4492
 JU4492  ELLIP H (05/14/99)  -16.84   (m)                       GP(       ) 4 1
 JU4492  NAD 83(1992)-  39 58 48.37516(N)    075 01 21.69818(W) AD(       ) 1
 JU4492  ELLIP H (06/28/94)  -16.87   (m)                       GP(       ) 4 1
 JU4492
 JU4492.Superseded values are not recommended for survey control.
 JU4492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4492.See file dsdata.txt to determine how the superseded data were derived.
 JU4492
 JU4492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9806225549(NAD 83)
 JU4492_MARKER: DD = SURVEY DISK
 JU4492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4492_SP_SET: CONCRETE POST
 JU4492_STAMPING: ADR 2 1990
 JU4492_MARK LOGO: ADRGS 
 JU4492_MAGNETIC: I = MARKER IS A STEEL ROD
 JU4492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4492+STABILITY: SURFACE MOTION
 JU4492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4492+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1993
 JU4492
 JU4492  HISTORY     - Date     Condition        Report By
 JU4492  HISTORY     - 1990     MONUMENTED       ADRGS
 JU4492  HISTORY     - 19930601 GOOD             ADRGS
 JU4492
 JU4492                          STATION DESCRIPTION
 JU4492
 JU4492'DESCRIBED BY ADR GEODETIC SERVICES 1993
 JU4492'THE STATION IS LOCATED IN FRONT OF THE AERIAL DATA REDUCTION
 JU4492'ASSOCIATES BUILDING IN PENNSAUKEN, NJ. THE BUILDING IS AT 9285
 JU4492'COMMERCE HIGHWAY, AND THE STATION IS IN A GRASS STRIP BETWEEN THE
 JU4492'PARKING LOT AND THE ROAD, ABOUT 0.1 MI (0.2 KM) SOUTHEAST OF NJ ROUTE
 JU4492'130.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5819 ***********************************************************************
 KV5819  DESIGNATION -  AIRWAY BEACON 68
 KV5819  PID         -  KV5819
 KV5819  STATE/COUNTY-  NJ/HUNTERDON
 KV5819  USGS QUAD   -  FLEMINGTON (1977)
 KV5819
 KV5819                         *CURRENT SURVEY CONTROL
 KV5819  ___________________________________________________________________
 KV5819* NAD 83(1996)-  40 36 45.63733(N)    074 47 50.09462(W)     ADJUSTED  
 KV5819* NAVD 88     -                                                        
 KV5819  ___________________________________________________________________
 KV5819  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 KV5819  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KV5819
 KV5819  HORZ ORDER  -  THIRD
 KV5819
 KV5819.The horizontal coordinates were established by classical geodetic methods
 KV5819.and adjusted by the National Geodetic Survey in September 1999..
 KV5819
 KV5819
 KV5819.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5819
 KV5819.The geoid height was determined by GEOID03.
 KV5819
 KV5819;                    North         East     Units Scale Factor Converg.
 KV5819;SPC NJ       -   197,582.057   124,847.613   MT  0.99990778   -0 11 36.6
 KV5819;SPC NJ       -   648,233.80    409,604.21   sFT  0.99990778   -0 11 36.6
 KV5819;UTM  18      - 4,495,781.741   517,151.144   MT  0.99960362   +0 07 55.1
 KV5819
 KV5819                          SUPERSEDED SURVEY CONTROL
 KV5819
 KV5819  NAD 83(1986)-  40 36 45.63694(N)    074 47 50.09924(W) AD(       ) 4
 KV5819  NAD 27      -  40 36 45.23400(N)    074 47 51.46900(W) AD(       ) 3
 KV5819
 KV5819.Superseded values are not recommended for survey control.
 KV5819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5819.See file dsdata.txt to determine how the superseded data were derived.
 KV5819
 KV5819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1715195782(NAD 83)
 KV5819_MARKER: 22 = AIRWAY BEACON
 KV5819
 KV5819  HISTORY     - Date     Condition        Report By
 KV5819  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5819  HISTORY     - 1942     GOOD             CGS
 KV5819  HISTORY     - 20030111 MARK NOT FOUND   USPSQD
 KV5819
 KV5819                          STATION DESCRIPTION
 KV5819
 KV5819'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV5819'THIS INTERSECTION STATION IS AIRWAY BEACON NO.68 ON THE AIR
 KV5819'ROUTE BETWEEN PITTSBURG, PA. AND NEW YORK, N.Y.  THIS ROUTE IS
 KV5819'DESIGNATED ON THE AIRWAY CHART AS GREEN AIRWAY NO.3.  IT IS A
 KV5819'ROTATING BEACON OF THE STANDARD TYPE WITH RED LIGHTS THAT SHOW
 KV5819'ALONG THE DIRECTION OF THE COURSE.  THE BEACON SHOWS RED LIGHT
 KV5819'ON ONE SIDE AND A CLEAR LIGHT ON THE OTHER.  IT IS SUPPORTED BY
 KV5819'A FOUR-LEGGED STEEL STRUCTURE.  THE CENTER OF THE CLEAR LIGHT
 KV5819'WAS THE POINT OBSERVED UPON.  THIS STATION WAS NOT VISITED.
 KV5819
 KV5819                          STATION RECOVERY (2003)
 KV5819
 KV5819'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 KV5819'NOT VISITED BECAUSE PARK CAMPGROUND IS NOT OPEN AT THIS TIME OF YEAR.
 KV5819'NOT ACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5704 ***********************************************************************
 KV5704  DESIGNATION -  AIRWAY BEACON 69
 KV5704  PID         -  KV5704
 KV5704  STATE/COUNTY-  NJ/BURLINGTON
 KV5704  USGS QUAD   -  BEVERLY (1973)
 KV5704
 KV5704                         *CURRENT SURVEY CONTROL
 KV5704  ___________________________________________________________________
 KV5704* NAD 83(1996)-  40 00 52.37167(N)    074 59 10.90736(W)     ADJUSTED  
 KV5704* NAVD 88     -                                                        
 KV5704  ___________________________________________________________________
 KV5704  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 KV5704  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV5704
 KV5704  HORZ ORDER  -  THIRD
 KV5704
 KV5704.The horizontal coordinates were established by classical geodetic methods
 KV5704.and adjusted by the National Geodetic Survey in September 1999..
 KV5704
 KV5704
 KV5704.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5704
 KV5704.The geoid height was determined by GEOID03.
 KV5704
 KV5704;                    North         East     Units Scale Factor Converg.
 KV5704;SPC NJ       -   131,242.855   108,480.454   MT  0.99992121   -0 18 45.8
 KV5704;SPC NJ       -   430,585.93    355,906.29   sFT  0.99992121   -0 18 45.8
 KV5704;SPC PA S     -    79,329.951   835,906.249   MT  0.99998829   +1 47 34.9
 KV5704;SPC PA S     -   260,268.35  2,742,469.09   sFT  0.99998829   +1 47 34.9
 KV5704;UTM  18      - 4,429,371.961   501,163.790   MT  0.99960002   +0 00 31.6
 KV5704
 KV5704                          SUPERSEDED SURVEY CONTROL
 KV5704
 KV5704  NAD 83(1986)-  40 00 52.36821(N)    074 59 10.91133(W) AD(       ) 4
 KV5704  NAD 27      -  40 00 51.96300(N)    074 59 12.28300(W) AD(       ) 3
 KV5704
 KV5704.Superseded values are not recommended for survey control.
 KV5704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5704.See file dsdata.txt to determine how the superseded data were derived.
 KV5704
 KV5704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0116429372(NAD 83)
 KV5704_MARKER: 22 = AIRWAY BEACON
 KV5704
 KV5704  HISTORY     - Date     Condition        Report By
 KV5704  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5704
 KV5704                          STATION DESCRIPTION
 KV5704
 KV5704'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5504 ***********************************************************************
 KV5504  DESIGNATION -  AIRWAY BEACON 72 A
 KV5504  PID         -  KV5504
 KV5504  STATE/COUNTY-  NJ/MERCER
 KV5504  USGS QUAD   -  PRINCETON (1981)
 KV5504
 KV5504                         *CURRENT SURVEY CONTROL
 KV5504  ___________________________________________________________________
 KV5504* NAD 83(1996)-  40 17 16.78518(N)    074 40 12.42551(W)     ADJUSTED  
 KV5504* NAVD 88     -                                                        
 KV5504  ___________________________________________________________________
 KV5504  LAPLACE CORR-           5.84  (seconds)                    DEFLEC99
 KV5504  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KV5504
 KV5504  HORZ ORDER  -  THIRD
 KV5504
 KV5504.The horizontal coordinates were established by classical geodetic methods
 KV5504.and adjusted by the National Geodetic Survey in September 1999..
 KV5504
 KV5504
 KV5504.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5504
 KV5504.The geoid height was determined by GEOID03.
 KV5504
 KV5504;                    North         East     Units Scale Factor Converg.
 KV5504;SPC NJ       -   161,503.410   135,535.608   MT  0.99990257   -0 06 36.0
 KV5504;SPC NJ       -   529,865.77    444,669.74   sFT  0.99990257   -0 06 36.0
 KV5504;SPC PA S     -   110,566.818   861,832.111   MT  0.99996351   +1 59 53.5
 KV5504;SPC PA S     -   362,751.30  2,827,527.52   sFT  0.99996351   +1 59 53.5
 KV5504;UTM  18      - 4,459,774.938   528,039.983   MT  0.99960968   +0 12 47.9
 KV5504
 KV5504                          SUPERSEDED SURVEY CONTROL
 KV5504
 KV5504  NAD 83(1986)-  40 17 16.78326(N)    074 40 12.42657(W) AD(       ) 4
 KV5504  NAD 27      -  40 17 16.39400(N)    074 40 13.85100(W) AD(       ) 3
 KV5504
 KV5504.Superseded values are not recommended for survey control.
 KV5504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5504.See file dsdata.txt to determine how the superseded data were derived.
 KV5504
 KV5504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2804059775(NAD 83)
 KV5504_MARKER: 22 = AIRWAY BEACON
 KV5504
 KV5504  HISTORY     - Date     Condition        Report By
 KV5504  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5504
 KV5504                          STATION DESCRIPTION
 KV5504
 KV5504'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5439 ***********************************************************************
 KV5439  DESIGNATION -  AIRWAY BEACON 73
 KV5439  PID         -  KV5439
 KV5439  STATE/COUNTY-  NJ/MIDDLESEX
 KV5439  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5439
 KV5439                         *CURRENT SURVEY CONTROL
 KV5439  ___________________________________________________________________
 KV5439* NAD 83(1996)-  40 27 44.91190(N)    074 27 28.43064(W)     ADJUSTED  
 KV5439* NAVD 88     -                                                        
 KV5439  ___________________________________________________________________
 KV5439  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 KV5439  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV5439
 KV5439  HORZ ORDER  -  THIRD
 KV5439
 KV5439.The horizontal coordinates were established by classical geodetic methods
 KV5439.and adjusted by the National Geodetic Survey in September 1999..
 KV5439
 KV5439
 KV5439.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5439
 KV5439.The geoid height was determined by GEOID03.
 KV5439
 KV5439;                    North         East     Units Scale Factor Converg.
 KV5439;SPC NJ       -   180,862.982   153,570.574   MT  0.99990016   +0 01 38.4
 KV5439;SPC NJ       -   593,381.30    503,839.46   sFT  0.99990016   +0 01 38.4
 KV5439;UTM  18      - 4,479,230.635   545,960.138   MT  0.99962600   +0 21 06.5
 KV5439
 KV5439                          SUPERSEDED SURVEY CONTROL
 KV5439
 KV5439  NAD 83(1996)-  40 27 44.91207(N)    074 27 28.43250(W) AD(       ) 4
 KV5439  NAD 83(1986)-  40 27 44.91318(N)    074 27 28.43331(W) AD(       ) 4
 KV5439  NAD 27      -  40 27 44.53500(N)    074 27 29.88500(W) AD(       ) 3
 KV5439
 KV5439.Superseded values are not recommended for survey control.
 KV5439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5439.See file dsdata.txt to determine how the superseded data were derived.
 KV5439
 KV5439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4596079231(NAD 83)
 KV5439_MARKER: 22 = AIRWAY BEACON
 KV5439
 KV5439  HISTORY     - Date     Condition        Report By
 KV5439  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5439  HISTORY     - 20020928 MARK NOT FOUND   INDIV
 KV5439
 KV5439                          STATION DESCRIPTION
 KV5439
 KV5439'DESCRIBED BY INDIVIDUAL CONTRIBUTORS 2002 (IBB)
 KV5439'STATION NOT FOUND AND, DUE TO CONSTRUCTION, BELIEVED TO BE DESTROYED.
 KV5439'AIRWAY BEACONS ALONG THIS CORRIDOR APPEAR TO BE LONG DECOMMISSIONED.
 KV5439'TALLEST PERMANENT MAST OBSERVED IN THE AREA WAS A WIRELESS
 KV5439'COMMUNICATIONS TOWER, LOCATED 113.3M NNE FROM THE ORIGINAL LOCATION,
 KV5439'COORDINATES N40 27 48.6 W74 27 27.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4821 ***********************************************************************
 KV4821  DESIGNATION -  AIRWAY BEACON 74
 KV4821  PID         -  KV4821
 KV4821  STATE/COUNTY-  NJ/MIDDLESEX
 KV4821  USGS QUAD   -  PERTH AMBOY (1981)
 KV4821
 KV4821                         *CURRENT SURVEY CONTROL
 KV4821  ___________________________________________________________________
 KV4821* NAD 83(1996)-  40 32 49.52424(N)    074 21 02.52636(W)     ADJUSTED  
 KV4821* NAVD 88     -                                                        
 KV4821  ___________________________________________________________________
 KV4821  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 KV4821  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KV4821
 KV4821  HORZ ORDER  -  THIRD
 KV4821
 KV4821.The horizontal coordinates were established by classical geodetic methods
 KV4821.and adjusted by the National Geodetic Survey in September 1999..
 KV4821
 KV4821
 KV4821.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4821
 KV4821.The geoid height was determined by GEOID03.
 KV4821
 KV4821;                    North         East     Units Scale Factor Converg.
 KV4821;SPC NJ       -   190,267.867   162,645.561   MT  0.99990197   +0 05 49.4
 KV4821;SPC NJ       -   624,237.16    533,612.98   sFT  0.99990197   +0 05 49.4
 KV4821;UTM  18      - 4,488,684.260   554,979.240   MT  0.99963721   +0 25 19.6
 KV4821
 KV4821                          SUPERSEDED SURVEY CONTROL
 KV4821
 KV4821  NAD 83(1996)-  40 32 49.52460(N)    074 21 02.52682(W) AD(       ) 4
 KV4821  NAD 83(1986)-  40 32 49.52679(N)    074 21 02.52696(W) AD(       ) 4
 KV4821  NAD 27      -  40 32 49.15000(N)    074 21 03.99900(W) AD(       ) 3
 KV4821
 KV4821.Superseded values are not recommended for survey control.
 KV4821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4821.See file dsdata.txt to determine how the superseded data were derived.
 KV4821
 KV4821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5497988684(NAD 83)
 KV4821_MARKER: 22 = AIRWAY BEACON
 KV4821
 KV4821  HISTORY     - Date     Condition        Report By
 KV4821  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4821
 KV4821                          STATION DESCRIPTION
 KV4821
 KV4821'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3577 ***********************************************************************
 KV3577  DESIGNATION -  AIRWAY BN 67B NE OF PORTER
 KV3577  PID         -  KV3577
 KV3577  STATE/COUNTY-  NJ/HUNTERDON
 KV3577  USGS QUAD   -  BLOOMSBURY (1970)
 KV3577
 KV3577                         *CURRENT SURVEY CONTROL
 KV3577  ___________________________________________________________________
 KV3577* NAD 83(1996)-  40 38 52.35759(N)    075 01 38.31216(W)     ADJUSTED  
 KV3577* NAVD 88     -                                                        
 KV3577  ___________________________________________________________________
 KV3577  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 KV3577  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KV3577
 KV3577  HORZ ORDER  -  THIRD
 KV3577
 KV3577.The horizontal coordinates were established by classical geodetic methods
 KV3577.and adjusted by the National Geodetic Survey in September 1999..
 KV3577
 KV3577
 KV3577.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3577
 KV3577.The geoid height was determined by GEOID03.
 KV3577
 KV3577;                    North         East     Units Scale Factor Converg.
 KV3577;SPC NJ       -   201,581.730   105,403.862   MT  0.99992447   -0 20 36.6
 KV3577;SPC NJ       -   661,356.06    345,812.50   sFT  0.99992447   -0 20 36.6
 KV3577;SPC PA S     -   149,511.160   830,244.437   MT  0.99996541   +1 45 59.3
 KV3577;SPC PA S     -   490,521.20  2,723,893.62   sFT  0.99996541   +1 45 59.3
 KV3577;UTM  18      - 4,499,669.636   497,691.097   MT  0.99960007   -0 01 04.0
 KV3577
 KV3577                          SUPERSEDED SURVEY CONTROL
 KV3577
 KV3577  NAD 83(1986)-  40 38 52.35549(N)    075 01 38.31562(W) AD(       ) 4
 KV3577  NAD 27      -  40 38 51.98400(N)    075 01 39.70600(W) AD(       ) 3
 KV3577
 KV3577.Superseded values are not recommended for survey control.
 KV3577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3577.See file dsdata.txt to determine how the superseded data were derived.
 KV3577
 KV3577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9769199670(NAD 83)
 KV3577_MARKER: 22 = AIRWAY BEACON
 KV3577
 KV3577  HISTORY     - Date     Condition        Report By
 KV3577  HISTORY     - 1929     FIRST OBSERVED   CGS
 KV3577
 KV3577                          STATION DESCRIPTION
 KV3577
 KV3577'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5503 ***********************************************************************
 KV5503  DESIGNATION -  AIRWAY BN 72 E OF MT ROSE
 KV5503  PID         -  KV5503
 KV5503  STATE/COUNTY-  NJ/MERCER
 KV5503  USGS QUAD   -  PRINCETON (1981)
 KV5503
 KV5503                         *CURRENT SURVEY CONTROL
 KV5503  ___________________________________________________________________
 KV5503* NAD 83(1996)-  40 22 25.82863(N)    074 41 03.36226(W)     ADJUSTED  
 KV5503* NAVD 88     -                                                        
 KV5503  ___________________________________________________________________
 KV5503  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 KV5503  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KV5503
 KV5503  HORZ ORDER  -  THIRD
 KV5503
 KV5503.The horizontal coordinates were established by classical geodetic methods
 KV5503.and adjusted by the National Geodetic Survey in September 1999..
 KV5503
 KV5503
 KV5503.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5503
 KV5503.The geoid height was determined by GEOID03.
 KV5503
 KV5503;                    North         East     Units Scale Factor Converg.
 KV5503;SPC NJ       -   171,037.230   134,352.412   MT  0.99990301   -0 07 09.7
 KV5503;SPC NJ       -   561,144.65    440,787.87   sFT  0.99990301   -0 07 09.7
 KV5503;SPC PA S     -   120,051.216   860,298.891   MT  0.99996040   +1 59 20.5
 KV5503;SPC PA S     -   393,868.03  2,822,497.28   sFT  0.99996040   +1 59 20.5
 KV5503;UTM  18      - 4,469,299.127   526,803.323   MT  0.99960884   +0 12 16.3
 KV5503
 KV5503                          SUPERSEDED SURVEY CONTROL
 KV5503
 KV5503  NAD 83(1986)-  40 22 25.82706(N)    074 41 03.36316(W) AD(       ) 4
 KV5503  NAD 27      -  40 22 25.44900(N)    074 41 04.79100(W) AD(       ) 3
 KV5503
 KV5503.Superseded values are not recommended for survey control.
 KV5503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5503.See file dsdata.txt to determine how the superseded data were derived.
 KV5503
 KV5503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2680369299(NAD 83)
 KV5503_MARKER: 22 = AIRWAY BEACON
 KV5503
 KV5503  HISTORY     - Date     Condition        Report By
 KV5503  HISTORY     - 1929     FIRST OBSERVED   CGS
 KV5503
 KV5503                          STATION DESCRIPTION
 KV5503
 KV5503'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9229 ***********************************************************************
 AA9229  SACS        -  This is a Secondary Airport Control Station.
 AA9229  DESIGNATION -  AIY
 AA9229  PID         -  AA9229
 AA9229  STATE/COUNTY-  NJ/ATLANTIC
 AA9229  USGS QUAD   -  ATLANTIC CITY (1994)
 AA9229
 AA9229                         *CURRENT SURVEY CONTROL
 AA9229  ___________________________________________________________________
 AA9229* NAD 83(1992)-  39 21 15.28031(N)    074 27 25.21411(W)     ADJUSTED  
 AA9229* NAVD 88     -         2.720  (meters)       8.92   (feet)  ADJUSTED  
 AA9229  ___________________________________________________________________
 AA9229  X           -   1,323,316.472 (meters)                     COMP
 AA9229  Y           -  -4,757,857.524 (meters)                     COMP
 AA9229  Z           -   4,022,783.708 (meters)                     COMP
 AA9229  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AA9229  ELLIP HEIGHT-         -31.65  (meters)          (09/23/02) GPS OBS
 AA9229  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 AA9229  DYNAMIC HT  -           2.719 (meters)       8.92  (feet)  COMP
 AA9229  MODELED GRAV-     980,106.4   (mgal)                       NAVD 88
 AA9229
 AA9229  HORZ ORDER  -  FIRST
 AA9229  VERT ORDER  -  SECOND    CLASS I
 AA9229  ELLP ORDER  -  FOURTH    CLASS II
 AA9229
 AA9229.This mark is at Atlantic City Mun Bader Fld Airport (AIY)
 AA9229
 AA9229.The horizontal coordinates were established by GPS observations
 AA9229.and adjusted by the National Geodetic Survey in April 1998..
 AA9229
 AA9229.The orthometric height was determined by differential leveling
 AA9229.and adjusted by the National Geodetic Survey in March 2001..
 AA9229
 AA9229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9229
 AA9229.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9229
 AA9229.The ellipsoidal height was determined by GPS observations
 AA9229.and is referenced to NAD 83.
 AA9229
 AA9229.The geoid height was determined by GEOID03.
 AA9229
 AA9229.The dynamic height is computed by dividing the NAVD 88
 AA9229.geopotential number by the normal gravity value computed on the
 AA9229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9229.degrees latitude (g = 980.6199 gals.).
 AA9229
 AA9229.The modeled gravity was interpolated from observed gravity values.
 AA9229
 AA9229;                    North         East     Units Scale Factor Converg.
 AA9229;SPC NJ       -    57,825.239   153,705.582   MT  0.99990017   +0 01 38.2
 AA9229;SPC NJ       -   189,714.97    504,282.40   sFT  0.99990017   +0 01 38.2
 AA9229;UTM  18      - 4,356,229.254   546,783.766   MT  0.99962695   +0 20 39.6
 AA9229
 AA9229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9229!SPC NJ       -   1.00000497  x   0.99990017  =   0.99990514
 AA9229!UTM  18      -   1.00000497  x   0.99962695  =   0.99963191
 AA9229
 AA9229                          SUPERSEDED SURVEY CONTROL
 AA9229
 AA9229  ELLIP H (04/02/98)  -31.69   (m)                       GP(       ) 4 2
 AA9229  NAD 83(1993)-  39 21 15.28062(N)    074 27 25.21462(W) AD(       ) 1
 AA9229  ELLIP H (11/30/95)  -31.62   (m)                       GP(       ) 4 2
 AA9229
 AA9229.Superseded values are not recommended for survey control.
 AA9229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9229.See file dsdata.txt to determine how the superseded data were derived.
 AA9229
 AA9229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4678456229(NAD 83)
 AA9229_MARKER: DD = SURVEY DISK
 AA9229_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA9229_SP_SET: ABUTMENT
 AA9229_STAMPING: AIY
 AA9229_MARK LOGO: NJGS  
 AA9229_PROJECTION: FLUSH
 AA9229_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9229+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1996
 AA9229
 AA9229  HISTORY     - Date     Condition        Report By
 AA9229  HISTORY     - UNK      MONUMENTED       NJGS
 AA9229  HISTORY     - 19940822 GOOD             NGS
 AA9229  HISTORY     - 19960912 GOOD             NJGS
 AA9229  HISTORY     - 19980727 GOOD             NGS
 AA9229  HISTORY     - 20050207 POOR             STEWRT
 AA9229
 AA9229                          STATION DESCRIPTION
 AA9229
 AA9229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9229'THE STATION IS LOCATED IN ATLANTIC CITY, JUST SOUTHEAST OF BADER
 AA9229'FIELD, IN THE NORTHWEST SIDE OF A DRAW BRIDGE OVER THE INTRACOASTAL
 AA9229'WATERWAY, IN THE SIDEWALK.  OWNERSHIP--HIGHWAY RIGHT OF WAY.
 AA9229' 
 AA9229'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 40 322 (ALBANY
 AA9229'BLVD) AND CAPTAIN O DONNELL PARKWAY (ONE WAY) , GO WEST ON ALBANY BLVD
 AA9229'0.2 MI (0.3 KM) TO WEST SIDE OF ABUTMENT OF A BRIDGE AND STATION IN
 AA9229'SIDEWALK ON NORTH SIDE OF BRIDGE.
 AA9229' 
 AA9229'LOCATED 66.0 FT (20.1 M) EAST FROM BEGINNING OF BRIDGE, 9.0 FT (2.7 M)
 AA9229'NORTH OF THE CURB AT EDGE OF STREET, 3.0 FT (0.9 M) DIRECTLY BELOW AN
 AA9229'NOS BENCH MARK STAMPED 4721 A 1988, WHICH IS SET ON TOP OF ABUTMENT
 AA9229'WALL, AND IS 1.3 FT (0.4 M) SOUTH OF ABUTMENT WALL.
 AA9229' 
 AA9229'NOTE THERE IS NO STAMPING ON THE DISK.  DISK IS A NEW JERSEY GEODETIC
 AA9229'SURVEY DISK.
 AA9229' 
 AA9229'DESCRIBED BY RAZ.
 AA9229
 AA9229                          STATION RECOVERY (1996)
 AA9229
 AA9229'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 AA9229'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE STATION NAME
 AA9229'WAS STAMPED ON THE DISK ON SEPTEMBER 22, 1997 BY THE NEW JERSEY
 AA9229'GEODETIC SURVEY.
 AA9229
 AA9229                          STATION RECOVERY (1998)
 AA9229
 AA9229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AA9229'THE STATION IS LOCATED IN ATLANTIC CITY, JUST SOUTHEAST OF BADER
 AA9229'FIELD, IN THE NORTHWEST SIDE OF A DRAW BRIDGE OVER THE INTRACOASTAL
 AA9229'WATERWAY, IN THE SIDEWALK.  OWNERSHIP--HIGHWAY RIGHT OF WAY.  TO REACH
 AA9229'THE STATION FROM THE JUNCTION OF STATE ROUTE 40 322 (ALBANY BLVD) AND
 AA9229'CAPTAIN O DONNELL PARKWAY (ONE WAY) , GO WEST ON ALBANY BLVD 0.2 MI
 AA9229'(0.3 KM) TO WEST SIDE OF ABUTMENT OF A BRIDGE AND STATION IN SIDEWALK
 AA9229'ON NORTH SIDE OF BRIDGE.  LOCATED 66.0 FT (20.1 M) EAST FROM BEGINNING
 AA9229'OF BRIDGE, 9.0 FT (2.7 M) NORTH OF THE CURB AT EDGE OF STREET, 3.0 FT
 AA9229'(0.9 M) DIRECTLY BELOW AN NOS BENCH MARK STAMPED 4721 A 1988, WHICH IS
 AA9229'SET ON TOP OF ABUTMENT WALL, AND IS 1.3 FT (0.4 M) SOUTH OF ABUTMENT
 AA9229'WALL.  NOTE THERE IS NO STAMPING ON THE DISK.  DISK IS A NEW JERSEY
 AA9229'GEODETIC SURVEY DISK.  DESCRIBED BY RAZ.
 AA9229
 AA9229                          STATION RECOVERY (2005)
 AA9229
 AA9229'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2005 (DEN)
 AA9229'MONUMENT FOUND TO BE QUESTIONABLE VERTICALLY BY APPROXIMATELY +0.4'
 AA9229'THIS DETERMINATION WAS MADE UTILIZING THE NGS OPUS PROGRAM AND A
 AA9229'CLOSED LEVEL RUN FROM PID AH9168 ON THE SOUTHEAST CORNER OF THE BRIDGE
 AA9229'IN THE WALKWAY. FURTHERMORE, PID AA9229 (AIY) IS LOCATED ON THE
 AA9229'NORTHEAST SIDE OF THE BRIDGE IN THE EAST WALKWAY. NOS BENCHMARK 4721 A
 AA9229'1988 IS STILL IN PLACE ON THE BRIDGE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9231 ***********************************************************************
 AA9231  SACS        -  This is a Secondary Airport Control Station.
 AA9231  DESIGNATION -  AIY D
 AA9231  PID         -  AA9231
 AA9231  STATE/COUNTY-  NJ/ATLANTIC
 AA9231  USGS QUAD   -  ATLANTIC CITY (1994)
 AA9231
 AA9231                         *CURRENT SURVEY CONTROL
 AA9231  ___________________________________________________________________
 AA9231* NAD 83(1992)-  39 21 45.15172(N)    074 27 26.13830(W)     ADJUSTED  
 AA9231* NAVD 88     -         1.805  (meters)       5.92   (feet)  ADJUSTED  
 AA9231  ___________________________________________________________________
 AA9231  X           -   1,323,138.423 (meters)                     COMP
 AA9231  Y           -  -4,757,299.932 (meters)                     COMP
 AA9231  Z           -   4,023,495.409 (meters)                     COMP
 AA9231  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 AA9231  ELLIP HEIGHT-         -32.56  (meters)          (09/23/02) GPS OBS
 AA9231  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 AA9231  DYNAMIC HT  -           1.804 (meters)       5.92  (feet)  COMP
 AA9231  MODELED GRAV-     980,107.7   (mgal)                       NAVD 88
 AA9231
 AA9231  HORZ ORDER  -  FIRST
 AA9231  VERT ORDER  -  SECOND    CLASS I
 AA9231  ELLP ORDER  -  FOURTH    CLASS II
 AA9231
 AA9231.This mark is at Atlantic City Mun Bader Fld Airport (AIY)
 AA9231
 AA9231.The horizontal coordinates were established by GPS observations
 AA9231.and adjusted by the National Geodetic Survey in April 1998..
 AA9231
 AA9231.The orthometric height was determined by differential leveling
 AA9231.and adjusted by the National Geodetic Survey in March 2001..
 AA9231.No vertical observational check was made to the station.
 AA9231.WARNING-GPS observations at this control monument resulted in a GPS
 AA9231.derived orthometric height which differed from the leveled height by
 AA9231.more than one decimeter (0.1 meter).
 AA9231
 AA9231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9231
 AA9231.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9231
 AA9231.The ellipsoidal height was determined by GPS observations
 AA9231.and is referenced to NAD 83.
 AA9231
 AA9231.The geoid height was determined by GEOID03.
 AA9231
 AA9231.The dynamic height is computed by dividing the NAVD 88
 AA9231.geopotential number by the normal gravity value computed on the
 AA9231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9231.degrees latitude (g = 980.6199 gals.).
 AA9231
 AA9231.The modeled gravity was interpolated from observed gravity values.
 AA9231
 AA9231;                    North         East     Units Scale Factor Converg.
 AA9231;SPC NJ       -    58,746.357   153,683.021   MT  0.99990017   +0 01 37.6
 AA9231;SPC NJ       -   192,737.01    504,208.38   sFT  0.99990017   +0 01 37.6
 AA9231;UTM  18      - 4,357,149.981   546,756.115   MT  0.99962692   +0 20 39.2
 AA9231
 AA9231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9231!SPC NJ       -   1.00000511  x   0.99990017  =   0.99990528
 AA9231!UTM  18      -   1.00000511  x   0.99962692  =   0.99963203
 AA9231
 AA9231|---------------------------------------------------------------------|
 AA9231| PID    Reference Object                     Distance      Geod. Az  |
 AA9231|                                                           dddmmss.s |
 AA9231| AA9230 ARP AIY 1975                        261.966 METERS 17556     |
 AA9231|---------------------------------------------------------------------|
 AA9231
 AA9231                          SUPERSEDED SURVEY CONTROL
 AA9231
 AA9231  ELLIP H (04/02/98)  -32.60   (m)                       GP(       ) 4 2
 AA9231  NAD 83(1993)-  39 21 45.15203(N)    074 27 26.13881(W) AD(       ) 1
 AA9231  ELLIP H (11/30/95)  -32.53   (m)                       GP(       ) 4 2
 AA9231
 AA9231.Superseded values are not recommended for survey control.
 AA9231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9231.See file dsdata.txt to determine how the superseded data were derived.
 AA9231
 AA9231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4675657150(NAD 83)
 AA9231_MARKER: DH = HORIZONTAL CONTROL DISK
 AA9231_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA9231_SP_SET: TOWER BASE
 AA9231_STAMPING: AIY D 1994
 AA9231_MARK LOGO: NGS   
 AA9231_PROJECTION: FLUSH
 AA9231_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9231+STABILITY: SURFACE MOTION
 AA9231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9231+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1998
 AA9231
 AA9231  HISTORY     - Date     Condition        Report By
 AA9231  HISTORY     - 1994     MONUMENTED       NGS
 AA9231  HISTORY     - 19960912 GOOD             NJGS
 AA9231  HISTORY     - 19980727 GOOD             NGS
 AA9231
 AA9231                          STATION DESCRIPTION
 AA9231
 AA9231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SER)
 AA9231'THE STAION IS LOCATED AT THE ATLANTIC CITY MUNICIPAL AIRPORT, BADER
 AA9231'FIELD, ON THE NORTH PART OF THE AIRPORT, SET IN THE TOP OF AN OLD
 AA9231'TOWER BASE, CONCRETE FOUNDATION, JUST EAST OF THE OLD BLUE ROW OF
 AA9231'HANGARS AND JUST SOUTH OF THE PERIMETER FENCE.  OWNERSHIP--CITY OF
 AA9231'ATLANTIC CITY.  CITY HALL ATLANTIC CITY, NJ 08401.  STEPHANO DECARLO,
 AA9231'AIRPORT MANAGER, PHONE (609) 641-3653.
 AA9231'
 AA9231'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 40 322 (ALBANY
 AA9231'BLVD) AND CAPTAIN O DONNELD PARKWAY (ONE WAY) .  GO WEST ON ALBANY
 AA9231'BLVD FOR 0.32 MI (0.51 KM) TO JOHN BOYD STADIUM AND BADER FIELD ON THE
 AA9231'RIGHT, TURN RIGHT AND GO 0.1 MI (0.2 KM) TO LOCKED GATE, PASS THROUGH
 AA9231'GATE AND GO LEFT, WEST ON TAXIWAY 0.2 MI (0.3 KM) TO THE END OF THE
 AA9231'TAXIWAY, TURN RIGHT, EAST ON TAXIWAY AND PROCEED FOR 0.1 MI (0.2 KM)
 AA9231'TO HOLD BAR, CROSS RUNWAY 11-29 AND GO TO END OF HANGARS, TURN RIGHT,
 AA9231'SOUTHEAST AND FOLLOW THE PERIMETER ROAD ALONG FENCE 0.05 MI (0.08 KM)
 AA9231'TO THE STATION ON THE RIGHT.
 AA9231'
 AA9231'THE STATION IS LOCATED 321.7 FT (98.1 M) SOUTHEAST FROM THE NORTHEAST
 AA9231'CORNER OF ROW HANGAR BUILDING, 89.8 FT (27.4 M) SOUTHWEST FROM FENCE
 AA9231'LINE, 76.8 FT (23.4 M) SOUTHWEST FROM THE CENTERLINE OF PERIMETER
 AA9231'ROAD, 1.9 FT (0.6 M) NORTHWEST FROM A WITNESS POST.
 AA9231'
 AA9231'DESCRIBED BY RAZ.
 AA9231
 AA9231                          STATION RECOVERY (1996)
 AA9231
 AA9231'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 AA9231'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE TOWER BASE IS
 AA9231'0.24 M (0.79 FT) BY 0.25 M (0.82 FT) AND PROJECTS ABOUT 0.3 M (1.0 FT)
 AA9231'ABOVE THE GROUND.  THE STATION IS ALSO 29.4 M (96.5 FT) SOUTHWEST FROM
 AA9231'THE SOUTHEAST END OF A 6 FT (1.8 M) HIGH CHAIN LINK FENCE TOPPED WITH
 AA9231'BARBED WIRE.
 AA9231
 AA9231                          STATION RECOVERY (1998)
 AA9231
 AA9231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AA9231'THE STAION IS LOCATED AT THE ATLANTIC CITY MUNICIPAL AIRPORT, BADER
 AA9231'FIELD, ON THE NORTH PART OF THE AIRPORT, SET IN THE TOP OF AN OLD
 AA9231'TOWER BASE, CONCRETE FOUNDATION, JUST EAST OF THE OLD BLUE ROW OF
 AA9231'HANGARS AND JUST SOUTH OF THE PERIMETER FENCE.  OWNERSHIP--CITY OF
 AA9231'ATLANTIC CITY.  CITY HALL ATLANTIC CITY, NJ 08401.  STEPHANO DECARLO,
 AA9231'AIRPORT MANAGER, PHONE (609) 641-3653.  TO REACH THE STATION FROM THE
 AA9231'JUNCTION OF STATE ROUTE 40 322 (ALBANY BLVD) AND CAPTAIN O DONNELD
 AA9231'PARKWAY (ONE WAY) .  GO WEST ON ALBANY BLVD FOR 0.32 MI (0.51 KM) TO
 AA9231'JOHN BOYD STADIUM AND BADER FIELD ON THE RIGHT, TURN RIGHT AND GO 0.1
 AA9231'MI (0.2 KM) TO LOCKED GATE, PASS THROUGH GATE AND GO LEFT, WEST ON
 AA9231'TAXIWAY 0.2 MI (0.3 KM) TO THE END OF THE TAXIWAY, TURN RIGHT, EAST ON
 AA9231'TAXIWAY AND PROCEED FOR 0.1 MI (0.2 KM) TO HOLD BAR, CROSS RUNWAY
 AA9231'11-29 AND GO TO END OF HANGARS, TURN RIGHT, SOUTHEAST AND FOLLOW THE
 AA9231'PERIMETER ROAD ALONG FENCE 0.05 MI (0.08 KM) TO THE STATION ON THE
 AA9231'RIGHT.  THE STATION IS LOCATED 321.7 FT (98.1 M) SOUTHEAST FROM THE
 AA9231'NORTHEAST CORNER OF ROW HANGAR BUILDING, 89.8 FT (27.4 M) SOUTHWEST
 AA9231'FROM FENCE LINE, 76.8 FT (23.4 M) SOUTHWEST FROM THE CENTERLINE OF
 AA9231'PERIMETER ROAD, 1.9 FT (0.6 M) NORTHWEST FROM A WITNESS POST.
 AA9231'DESCRIBED BY RAZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2741 ***********************************************************************
 JU2741  DESIGNATION -  AKIMBO 1935
 JU2741  PID         -  JU2741
 JU2741  STATE/COUNTY-  NJ/ATLANTIC
 JU2741  USGS QUAD   -  NEW GRETNA (1977)
 JU2741
 JU2741                         *CURRENT SURVEY CONTROL
 JU2741  ___________________________________________________________________
 JU2741* NAD 83(1996)-  39 33 12.86899(N)    074 26 03.09401(W)     ADJUSTED  
 JU2741* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2741  ___________________________________________________________________
 JU2741  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 JU2741  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JU2741
 JU2741  HORZ ORDER  -  THIRD
 JU2741
 JU2741.The horizontal coordinates were established by classical geodetic methods
 JU2741.and adjusted by the National Geodetic Survey in September 1999..
 JU2741
 JU2741.The orthometric height was scaled from a topographic map.
 JU2741
 JU2741.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2741
 JU2741.The geoid height was determined by GEOID03.
 JU2741
 JU2741;                    North         East     Units Scale Factor Converg.
 JU2741;SPC NJ       -    79,954.679   155,655.391   MT  0.99990039   +0 02 30.9
 JU2741;SPC NJ       -   262,317.98    510,679.40   sFT  0.99990039   +0 02 30.9
 JU2741;UTM  18      - 4,378,363.138   548,610.329   MT  0.99962909   +0 21 37.1
 JU2741
 JU2741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2741!SPC NJ       -   1.00000517  x   0.99990039  =   0.99990556
 JU2741!UTM  18      -   1.00000517  x   0.99962909  =   0.99963426
 JU2741
 JU2741                          SUPERSEDED SURVEY CONTROL
 JU2741
 JU2741  NAD 83(1986)-  39 33 12.86234(N)    074 26 03.08767(W) AD(       ) 3
 JU2741  NAD 27      -  39 33 12.44100(N)    074 26 04.55100(W) AD(       ) 3
 JU2741
 JU2741.Superseded values are not recommended for survey control.
 JU2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2741.See file dsdata.txt to determine how the superseded data were derived.
 JU2741
 JU2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4861078363(NAD 83)
 JU2741_MARKER: DS = TRIANGULATION STATION DISK
 JU2741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2741_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU2741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2741+STABILITY: SURFACE MOTION
 JU2741
 JU2741  HISTORY     - Date     Condition        Report By
 JU2741  HISTORY     - 1935     MONUMENTED       CGS
 JU2741  HISTORY     - 1943     SEE DESCRIPTION  CGS
 JU2741  HISTORY     - 1945     GOOD             CGS
 JU2741  HISTORY     - 1950     GOOD             CGS
 JU2741  HISTORY     - 1962     GOOD             CGS
 JU2741  HISTORY     - 1971     GOOD             NGS
 JU2741
 JU2741                          STATION DESCRIPTION
 JU2741
 JU2741'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2741'STATION IS ABOUT 2-1/4 MILES FROM GREAT BAY ON AKIMBO POINT,
 JU2741'WHICH IS THE FIRST POINT ON THE SOUTHERN SHORE OF THE MULLICA
 JU2741'RIVER DOWN STREAM FROM THE MOUTH OF NACOTE RIVER (ABOUT 1-1/4
 JU2741'MILES DISTANCE).  THE STATION MAY BE REACHED ONLY BY BOAT FROM
 JU2741'GREAT BAY OR FROM THE HIGHWAY BRIDGE.  IT IS 48.7 METERS S OF THE
 JU2741'END OF THE MARSH POINT.  IS 31.7 METERS SE OF THE EDGE OF
 JU2741'THE MARSH.  IS 49.3 METERS SW OF THE EDGE OF THE MARSH ON THE
 JU2741'NE SIDE OF THE POINT.
 JU2741'
 JU2741'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2741'CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2741'
 JU2741'REFERENCE MARK NO.1 IS SET ON APPROXIMATE LINE BETWEEN THE
 JU2741'STATION AND THE TALL TUCKERTON RADIO MAST.  REFERENCE MARK NO.2
 JU2741'IS SET ON RANGE WITH THE STATION AND TRIANGULATION STATION
 JU2741'LONG.  ALL MARKS ARE SET ON 2X4 PILES.
 JU2741'
 JU2741'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 JU2741
 JU2741                          STATION RECOVERY (1943)
 JU2741
 JU2741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JHB)
 JU2741'STATION MARK AND TWO REFERENCE MARKS WERE RECOVERED.  THE
 JU2741'REFERENCE MARKS ARE IN GOOD CONDITION.  THE SURFACE MARK OF THE
 JU2741'STATION HAS ONE SIDE BROKEN OFF, ALTHOUGH THE DISK IS STILL
 JU2741'IN POSITION.
 JU2741'
 JU2741'MARK RECOVERED BY SURVEY PARTY OF THE STATE BOARD OF SHELL
 JU2741'FISHERIES IN MAKING A TRIANGULATION OF MULLICA RIVER FOR CONTROL
 JU2741'OF OYSTER GROUNDS.
 JU2741
 JU2741                          STATION RECOVERY (1945)
 JU2741
 JU2741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JHB)
 JU2741'SURFACE MARK RECOVERED IN GOOD CONDITION.  THE CONCRETE AROUND THE
 JU2741'DISK IS BADLY CHIPPED FROM SALT WATER.  THIS OFFICE HAS ERECTED A
 JU2741'20 FOOT POLE AND BENCH TARGET OVER THE MARK.
 JU2741
 JU2741                          STATION RECOVERY (1950)
 JU2741
 JU2741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2741'STATION AND REFERENCE MARK 2 RECOVERED AS DESCRIBED, IN FAIR
 JU2741'CONDITION, WITH THE TOP PORTION OF THE CONCRETE MONUMENTS IN A
 JU2741'LOOSENED CONDITION.  R.M. 1 DISK HAD FALLEN OUT AND ONLY THE BUTT
 JU2741'OF MONUMENT REMAINS.  STATION WAS OCCUPIED AND A DISTANCE AND
 JU2741'DIRECTION OBSERVED TO R.M. 2.  STATION IS 45.6 METERS S OF THE
 JU2741'MOST N TIP OF MARSH ON POINT AND 48 METERS SW OF MARSH LINE ON
 JU2741'RANGE WITH AERO BEACON (RCA) 1931.
 JU2741
 JU2741                          STATION RECOVERY (1962)
 JU2741
 JU2741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2741'STATION AND REFERENCE MARK 2 WERE RECOVERED IN UNDETERMINED
 JU2741'CONDITION, AS DESCRIBED.  THE MARKS APPEARED SOLID, BUT ARE 3
 JU2741'INCHES BELOW THE SURFACE OF THE SEDGE, WHICH WAS FLOODED AT THE
 JU2741'TIME IT WAS VISITED.
 JU2741
 JU2741                          STATION RECOVERY (1971)
 JU2741
 JU2741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU2741'THE STATION MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JU2741'
 JU2741'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2741'6.0 MILES NORTH OF OCEANVILLE, N.J.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4225 ***********************************************************************
 KV4225  DESIGNATION -  ALCOHOL 1931
 KV4225  PID         -  KV4225
 KV4225  STATE/COUNTY-  NJ/ESSEX
 KV4225  USGS QUAD   -  JERSEY CITY (1981)
 KV4225
 KV4225                         *CURRENT SURVEY CONTROL
 KV4225  ___________________________________________________________________
 KV4225* NAD 83(1996)-  40 43 08.87541(N)    074 07 28.28768(W)     ADJUSTED  
 KV4225* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4225  ___________________________________________________________________
 KV4225  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 KV4225  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KV4225
 KV4225  HORZ ORDER  -  SECOND
 KV4225
 KV4225.The horizontal coordinates were established by classical geodetic methods
 KV4225.and adjusted by the National Geodetic Survey in September 1999..
 KV4225
 KV4225.The orthometric height was scaled from a topographic map.
 KV4225
 KV4225.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4225
 KV4225.The geoid height was determined by GEOID03.
 KV4225
 KV4225;                    North         East     Units Scale Factor Converg.
 KV4225;SPC NJ       -   209,427.769   181,721.296   MT  0.99991238   +0 14 41.8
 KV4225;SPC NJ       -   687,097.61    596,197.29   sFT  0.99991238   +0 14 41.8
 KV4225;SPC NY L     -    61,356.442   289,478.802   MT  0.99999750   -0 04 53.2
 KV4225;SPC NY L     -   201,300.26    949,731.70   sFT  0.99999750   -0 04 53.2
 KV4225;UTM  18      - 4,507,947.351   573,940.942   MT  0.99966729   +0 34 16.1
 KV4225
 KV4225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4225!SPC NJ       -   1.00000494  x   0.99991238  =   0.99991732
 KV4225!SPC NY L     -   1.00000494  x   0.99999750  =   1.00000244
 KV4225!UTM  18      -   1.00000494  x   0.99966729  =   0.99967223
 KV4225
 KV4225:                Primary Azimuth Mark                     Grid Az
 KV4225:SPC NJ       -  JERSEY CITY SPIRE WEATHER VANE           094 17 21.9
 KV4225:SPC NY L     -  JERSEY CITY SPIRE WEATHER VANE           094 36 56.9
 KV4225:UTM  18      -  JERSEY CITY SPIRE WEATHER VANE           093 57 47.6
 KV4225
 KV4225|---------------------------------------------------------------------|
 KV4225| PID    Reference Object                     Distance      Geod. Az  |
 KV4225|                                                           dddmmss.s |
 KV4225| KV4313 JERSEY CITY SPIRE WEATHER VANE      APPROX. 4.4 KM 0943203.7 |
 KV4225| KV4302 JERSEY CITY MUTUAL CHEM CHIM        APPROX. 2.5 KM 1083804.0 |
 KV4225| KV4291 JERSEY CITY GERMAN LUTH CH          APPROX. 3.3 KM 1252929.1 |
 KV4225| KV4320 ST PAULS SPIRE                      APPROX. 3.6 KM 1334313.2 |
 KV4225| KV4226 BAYONNE WHOM NORTH RADIO MAST       APPROX. 3.7 KM 1462124.9 |
 KV4225| KV4227 BAYONNE WHOM SOUTH RADIO MAST       APPROX. 3.8 KM 1462533.5 |
 KV4225| KV4780 NEWARK AIRPORT AERO BEACON          APPROX. 3.4 KM 2435654.6 |
 KV4225| KV4778 NEWARK GENERAL LEATHER CHIMNEY      APPROX. 5.9 KM 2553827.0 |
 KV4225| KV4774 NEWARK KREBS PIGMENT CHIM           APPROX. 4.4 KM 2644404.5 |
 KV4225| KV4773 NEWARK MERCHANTS REFRIG TANK        APPROX. 4.2 KM 2645531.3 |
 KV4225| KV4769 NEWARK MURPHY AND CO CHIMNEY        APPROX. 3.8 KM 2784841.1 |
 KV4225| KV4746 NEWARK CELLULOID CO W CHIM          APPROX. 2.5 KM 2972138.5 |
 KV4225| KV4749 NEWARK CELLULOID CO E CHIM          APPROX. 2.5 KM 2972757.0 |
 KV4225|---------------------------------------------------------------------|
 KV4225
 KV4225                          SUPERSEDED SURVEY CONTROL
 KV4225
 KV4225  NAD 83(1996)-  40 43 08.87533(N)    074 07 28.28782(W) AD(       ) 2
 KV4225  NAD 83(1996)-  40 43 08.87403(N)    074 07 28.28968(W) AD(       ) 2
 KV4225  NAD 83(1992)-  40 43 08.87370(N)    074 07 28.29014(W) AD(       ) 2
 KV4225  NAD 83(1986)-  40 43 08.87450(N)    074 07 28.29188(W) AD(       ) 2
 KV4225  NAD 27      -  40 43 08.50800(N)    074 07 29.77500(W) AD(       ) 2
 KV4225
 KV4225.Superseded values are not recommended for survey control.
 KV4225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4225.See file dsdata.txt to determine how the superseded data were derived.
 KV4225
 KV4225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7394107947(NAD 83)
 KV4225_MARKER: DS = TRIANGULATION STATION DISK
 KV4225_SETTING: 0 = UNSPECIFIED SETTING
 KV4225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4225
 KV4225  HISTORY     - Date     Condition        Report By
 KV4225  HISTORY     - 1931     MONUMENTED       CGS
 KV4225  HISTORY     - 1934     GOOD             NJGS
 KV4225
 KV4225                          STATION DESCRIPTION
 KV4225
 KV4225'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4225'THIS STATION IS NE OF NEWARK AIRPORT ON THE W SHORE OF THE
 KV4225'PASSAIC RIVER, IN THE U.S. INDUSTRIAL ALCOHOL COMPANYS PLANT
 KV4225'AT 400 DOREMUS AVENUE, NEWARK.  IT IS ATOP THE FLAT-ROOFED
 KV4225'TOWER (APPROXIMATELY 100 FEET ABOVE GROUND) OF THE TALLEST
 KV4225'BUILDING, FROM WHICH RISES A CONICAL-TOP, GRAY, WOODEN TANK
 KV4225'SURMOUNTING A SKELETON (IRON) SUPPORTING STRUCTURE.
 KV4225'
 KV4225'STATION WAS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KV4225'STAMPED ALCOHOL-1931 SET IN THE TOP OF A 7- BY 11-INCH DOME-SHAPED
 KV4225'CONCRETE MONUMENT (SECURED TO WOODEN ROOF BEAMS BY LAG-SCREWS).
 KV4225'
 KV4225'NO REFERENCE MARKS WERE PLACED.  REFERENCE MEASUREMENTS WERE
 KV4225'TAKEN AS FOLLOWS--
 KV4225'
 KV4225'NORMAL TO E PARAPET (INSIDE OF BRICK WALL) 0.530 METER.
 KV4225'
 KV4225'NORMAL TO S PARAPET (INSIDE OF BRICK WALL) 0.820 METER.
 KV4225'
 KV4225'TO SW CORNER OF SKYLIGHT COPING 1.365 METERS.
 KV4225'
 KV4225'TO SE CORNER OF SKYLIGHT COPING 0.557 METER.
 KV4225'
 KV4225'THERE IS AMPLE ROOM FOR A CENTRAL TRIPOD SET-UP.  LEAD-BLOCK
 KV4225'FOOTINGS ARE RECOMMENDED TO PROHIBIT EXCESSIVE LEG-SLIP ON THE
 KV4225'DEEP-TAR ROOFING.  NO OBSERVERS PLATFORM IS NECESSARY.
 KV4225'
 KV4225'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 KV4225
 KV4225                          STATION RECOVERY (1934)
 KV4225
 KV4225'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1934
 KV4225'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED, IN GOOD
 KV4225'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3106 ***********************************************************************
 KV3106  DESIGNATION -  ALEXANDER
 KV3106  PID         -  KV3106
 KV3106  STATE/COUNTY-  NJ/MONMOUTH
 KV3106  USGS QUAD   -  SANDY HOOK (1981)
 KV3106
 KV3106                         *CURRENT SURVEY CONTROL
 KV3106  ___________________________________________________________________
 KV3106* NAD 83(1996)-  40 28 16.46409(N)    074 00 15.66077(W)     ADJUSTED  
 KV3106* NAVD 88     -         8.639  (meters)      28.34   (feet)  POSTED    
 KV3106  ___________________________________________________________________
 KV3106  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 KV3106  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV3106  DYNAMIC HT  -           8.640 (meters)      28.35  (feet)  COMP
 KV3106  MODELED GRAV-     980,204.5   (mgal)                       NAVD 88
 KV3106
 KV3106  HORZ ORDER  -  SECOND
 KV3106  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 KV3106
 KV3106.The horizontal coordinates were established by classical geodetic methods
 KV3106.and adjusted by the National Geodetic Survey in September 1999..
 KV3106
 KV3106.The orthometric height was determined by differential leveling
 KV3106.and adjusted by the National Geodetic Survey in 1992..
 KV3106.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 KV3106.rate greater than 8.0 mm/km.
 KV3106
 KV3106.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3106
 KV3106.The geoid height was determined by GEOID03.
 KV3106
 KV3106.The dynamic height is computed by dividing the NAVD 88
 KV3106.geopotential number by the normal gravity value computed on the
 KV3106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3106.degrees latitude (g = 980.6199 gals.).
 KV3106
 KV3106.The modeled gravity was interpolated from observed gravity values.
 KV3106
 KV3106;                    North         East     Units Scale Factor Converg.
 KV3106;SPC NJ       -   181,953.270   192,028.941   MT  0.99992174   +0 19 18.2
 KV3106;SPC NJ       -   596,958.35    630,014.95   sFT  0.99992174   +0 19 18.2
 KV3106;UTM  18      - 4,480,538.401   584,401.941   MT  0.99968769   +0 38 46.6
 KV3106
 KV3106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3106!SPC NJ       -   1.00000373  x   0.99992174  =   0.99992547
 KV3106!UTM  18      -   1.00000373  x   0.99968769  =   0.99969142
 KV3106
 KV3106:                Primary Azimuth Mark                     Grid Az
 KV3106:SPC NJ       -  SAND 1940                                124 35 26.2
 KV3106:UTM  18      -  SAND 1940                                124 15 57.8
 KV3106
 KV3106|---------------------------------------------------------------------|
 KV3106| PID    Reference Object                     Distance      Geod. Az  |
 KV3106|                                                           dddmmss.s |
 KV3106| KU2821 SAND 1940                           APPROX. 0.8 KM 1245444.4 |
 KV3106| KV5004 BC HALLECK OFFSET                   101.384 METERS 13803     |
 KV3106| KV4962 RICHARDSON USCA 1940                317.131 METERS 13803     |
 KV3106| KV4926 BC HALLECK 1940                     102.637 METERS 14700     |
 KV3106| KV4955 PUSEY 1940                          APPROX. 0.5 KM 1552354.1 |
 KV3106| KV4927 NORTH BEACON                        112.029 METERS 18228     |
 KV3106| KV5018 M3N                                 157.719 METERS 19028     |
 KV3106| KV4959 SANDY HOOK PWRHSE BLDG 124 STK      331.942 METERS 19135     |
 KV3106| KV3107 ALEXANDER BC                         26.080 METERS 21605     |
 KV3106| KV0708 SIMPSON                             482.294 METERS 2271710.6 |
 KV3106| KV4977 SANDY HOOK STANDPIPE                345.972 METERS 22808     |
 KV3106| KV4970 SANDY HOOK WEA BUR SIGNAL MAST      APPROX. 0.7 KM 2683601.7 |
 KV3106| KV4973 SANDY HOOK CG FLAGPOLE              APPROX. 0.6 KM 2691329.0 |
 KV3106| KV4919 BC PECK USCA 1940                   119.543 METERS 27930     |
 KV3106|---------------------------------------------------------------------|
 KV3106
 KV3106                          SUPERSEDED SURVEY CONTROL
 KV3106
 KV3106  NAD 83(1996)-  40 28 16.46397(N)    074 00 15.66077(W) AD(       ) 2
 KV3106  NAD 83(1986)-  40 28 16.46334(N)    074 00 15.65968(W) AD(       ) 2
 KV3106  NAD 27      -  40 28 16.07600(N)    074 00 17.15900(W) AD(       ) 2
 KV3106  NGVD 29 (??/??/92)    9.03   (m)           29.6    (f) COMPUTED    2 0
 KV3106
 KV3106.Superseded values are not recommended for survey control.
 KV3106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3106.See file dsdata.txt to determine how the superseded data were derived.
 KV3106
 KV3106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8440280538(NAD 83)
 KV3106_MARKER: DS = TRIANGULATION STATION DISK
 KV3106_SETTING: 0 = UNSPECIFIED SETTING
 KV3106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3106
 KV3106  HISTORY     - Date     Condition        Report By
 KV3106  HISTORY     - 1940     MONUMENTED       CGS
 KV3106  HISTORY     - 1973     GOOD             NGS
 KV3106  HISTORY     - 19950830 MARK NOT FOUND   USPSQD
 KV3106  HISTORY     - 19960618 GOOD             USPSQD
 KV3106  HISTORY     - 19970905 GOOD             USPSQD
 KV3106
 KV3106                          STATION DESCRIPTION
 KV3106
 KV3106'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KV3106'A STATION LOCATED BY TRIANGULATION AND TRAVERSE NEAR THE TOP OF
 KV3106'THE NE CORNER OF THE CONCRETE EMPLACEMENT DIRECTLY SEAWARD FROM
 KV3106'BATTERY ALEXANDER.  MARK IS A U.S.C. AND G.S. STANDARD DISK, SET IN
 KV3106'THE CONCRETE EMPLACEMENT ABOUT 5 FT. IN FROM THE OUTER EDGE OF
 KV3106'THE CONCRETE.
 KV3106
 KV3106                          STATION RECOVERY (1973)
 KV3106
 KV3106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (NAP)
 KV3106'RECOVERED IN GOOD CONDITION.  A LARGE WHITE CROSS
 KV3106'HAS BEEN PAINTED ON BATTERY ALEXANDER WITH STATION ALEXANDER
 KV3106'AT THE CENTER.
 KV3106'
 KV3106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV3106'4 N.M. NORTH OF HIGHLANDS, N.J.
 KV3106
 KV3106                          STATION RECOVERY (1995)
 KV3106
 KV3106'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3106'MARK NOT FOUND.
 KV3106
 KV3106                          STATION RECOVERY (1996)
 KV3106
 KV3106'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV3106'RECOVERED IN GOOD CONDITION.
 KV3106
 KV3106                          STATION RECOVERY (1997)
 KV3106
 KV3106'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV3106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3107 ***********************************************************************
 KV3107  DESIGNATION -  ALEXANDER BC
 KV3107  PID         -  KV3107
 KV3107  STATE/COUNTY-  NJ/MONMOUTH
 KV3107  USGS QUAD   -  SANDY HOOK (1981)
 KV3107
 KV3107                         *CURRENT SURVEY CONTROL
 KV3107  ___________________________________________________________________
 KV3107* NAD 83(1996)-  40 28 15.78077(N)    074 00 16.31278(W)     ADJUSTED  
 KV3107* NAVD 88     -        10.054  (meters)      32.99   (feet)  POSTED    
 KV3107  ___________________________________________________________________
 KV3107  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 KV3107  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV3107  DYNAMIC HT  -          10.050 (meters)      32.97  (feet)  COMP
 KV3107  MODELED GRAV-     980,204.5   (mgal)                       NAVD 88
 KV3107
 KV3107  HORZ ORDER  -  SECOND
 KV3107  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 KV3107
 KV3107.The horizontal coordinates were established by classical geodetic methods
 KV3107.and adjusted by the National Geodetic Survey in September 1999..
 KV3107
 KV3107.The orthometric height was determined by differential leveling
 KV3107.and adjusted by the National Geodetic Survey in 1992..
 KV3107.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 KV3107.rate greater than 8.0 mm/km.
 KV3107
 KV3107.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3107
 KV3107.The geoid height was determined by GEOID03.
 KV3107
 KV3107.The dynamic height is computed by dividing the NAVD 88
 KV3107.geopotential number by the normal gravity value computed on the
 KV3107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3107.degrees latitude (g = 980.6199 gals.).
 KV3107
 KV3107.The modeled gravity was interpolated from observed gravity values.
 KV3107
 KV3107;                    North         East     Units Scale Factor Converg.
 KV3107;SPC NJ       -   181,932.108   192,013.702   MT  0.99992172   +0 19 17.7
 KV3107;SPC NJ       -   596,888.92    629,964.95   sFT  0.99992172   +0 19 17.7
 KV3107;UTM  18      - 4,480,517.158   584,386.826   MT  0.99968765   +0 38 46.2
 KV3107
 KV3107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3107!SPC NJ       -   1.00000351  x   0.99992172  =   0.99992522
 KV3107!UTM  18      -   1.00000351  x   0.99968765  =   0.99969115
 KV3107
 KV3107|---------------------------------------------------------------------|
 KV3107| PID    Reference Object                     Distance      Geod. Az  |
 KV3107|                                                           dddmmss.s |
 KV3107| KV3106 ALEXANDER                            26.080 METERS 03605     |
 KV3107| KV5004 BC HALLECK OFFSET                    99.312 METERS 12309     |
 KV3107| KV4926 BC HALLECK 1940                      96.451 METERS 13222     |
 KV3107| KV0708 SIMPSON                             456.739 METERS 2275518.9 |
 KV3107| KV4919 BC PECK USCA 1940                   110.369 METERS 29142     |
 KV3107|---------------------------------------------------------------------|
 KV3107
 KV3107                          SUPERSEDED SURVEY CONTROL
 KV3107
 KV3107  NAD 83(1996)-  40 28 15.78065(N)    074 00 16.31278(W) AD(       ) 2
 KV3107  NAD 83(1986)-  40 28 15.78003(N)    074 00 16.31171(W) AD(       ) 2
 KV3107  NAD 27      -  40 28 15.39300(N)    074 00 17.81100(W) AD(       ) 2
 KV3107  NGVD 29 (??/??/92)   10.43   (m)           34.2    (f) COMPUTED    2 0
 KV3107
 KV3107.Superseded values are not recommended for survey control.
 KV3107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3107.See file dsdata.txt to determine how the superseded data were derived.
 KV3107
 KV3107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8438780517(NAD 83)
 KV3107_MARKER: DD = SURVEY DISK
 KV3107_SETTING: 0 = UNSPECIFIED SETTING
 KV3107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3107
 KV3107  HISTORY     - Date     Condition        Report By
 KV3107  HISTORY     - 1940     MONUMENTED       LOCENG
 KV3107  HISTORY     - 1973     GOOD             NGS
 KV3107  HISTORY     - 19950830 MARK NOT FOUND   USPSQD
 KV3107  HISTORY     - 19960618 POOR             USPSQD
 KV3107  HISTORY     - 19970905 MARK NOT FOUND   USPSQD
 KV3107
 KV3107                          STATION DESCRIPTION
 KV3107
 KV3107'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (CIA)
 KV3107'A STATION LOCATED BY TRIANGULATION AND TRAVERSE.  MARK IS A
 KV3107'U.S.C.A. DISK, SET ON THE ROOF OF THE CONTROL ROOM AT BC
 KV3107'ALEXANDER, AND PLUMBED OVER THE CENTER OF THE THREADED SCREW
 KV3107'CAP ON WHICH THE INSTRUMENT IS FASTENED INSIDE THE BUILDING.
 KV3107
 KV3107                          STATION RECOVERY (1973)
 KV3107
 KV3107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (NAP)
 KV3107'RECOVERED IN GOOD CONDITION.
 KV3107'
 KV3107'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV3107'4 N.M. NORTH OF HIGHLANDS, N.J.
 KV3107
 KV3107                          STATION RECOVERY (1995)
 KV3107
 KV3107'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3107'MARK NOT FOUND.
 KV3107
 KV3107                          STATION RECOVERY (1996)
 KV3107
 KV3107'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV3107'MARK RECOVERED IN POOR CONDITION.
 KV3107
 KV3107                          STATION RECOVERY (1997)
 KV3107
 KV3107'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV3107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5852 ***********************************************************************
 KV5852  DESIGNATION -  ALEXANDRIA 1
 KV5852  PID         -  KV5852
 KV5852  STATE/COUNTY-  NJ/WARREN
 KV5852  USGS QUAD   -  FRENCHTOWN (1997)
 KV5852
 KV5852                         *CURRENT SURVEY CONTROL
 KV5852  ___________________________________________________________________
 KV5852* NAD 83(1996)-  40 35 15.09355(N)    075 01 17.67184(W)     ADJUSTED  
 KV5852* NAVD 88     -       141.2    (meters)     463.     (feet)  GPS OBS   
 KV5852  ___________________________________________________________________
 KV5852  X           -   1,253,662.918 (meters)                     COMP
 KV5852  Y           -  -4,685,790.987 (meters)                     COMP
 KV5852  Z           -   4,127,815.500 (meters)                     COMP
 KV5852  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 KV5852  ELLIP HEIGHT-         107.28  (meters)          (10/23/02) GPS OBS
 KV5852  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KV5852
 KV5852  HORZ ORDER  -  FIRST
 KV5852  ELLP ORDER  -  FOURTH    CLASS I
 KV5852
 KV5852.This mark is at Alexandria Airport (N85)
 KV5852
 KV5852.The horizontal coordinates were established by GPS observations
 KV5852.and adjusted by the National Geodetic Survey in May 1999..
 KV5852
 KV5852.The orthometric height was determined by GPS observations and a
 KV5852.high-resolution geoid model.
 KV5852
 KV5852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5852
 KV5852.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5852
 KV5852.The ellipsoidal height was determined by GPS observations
 KV5852.and is referenced to NAD 83.
 KV5852
 KV5852.The geoid height was determined by GEOID03.
 KV5852
 KV5852;                    North         East     Units Scale Factor Converg.
 KV5852;SPC NJ       -   194,877.684   105,849.044   MT  0.99992399   -0 20 21.6
 KV5852;SPC NJ       -   639,361.20    347,273.07   sFT  0.99992399   -0 20 21.6
 KV5852;SPC PA S     -   142,827.782   830,936.145   MT  0.99996234   +1 46 12.7
 KV5852;SPC PA S     -   468,594.15  2,726,163.00   sFT  0.99996234   +1 46 12.7
 KV5852;UTM  18      - 4,492,970.400   498,174.202   MT  0.99960004   -0 00 50.5
 KV5852
 KV5852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5852!SPC NJ       -   0.99998317  x   0.99992399  =   0.99990716
 KV5852!SPC PA S     -   0.99998317  x   0.99996234  =   0.99994551
 KV5852!UTM  18      -   0.99998317  x   0.99960004  =   0.99958322
 KV5852
 KV5852|---------------------------------------------------------------------|
 KV5852| PID    Reference Object                     Distance      Geod. Az  |
 KV5852|                                                           dddmmss.s |
 KV5852| KV5853 ALEXANDRIA 2                        267.980 METERS 04448     |
 KV5852|---------------------------------------------------------------------|
 KV5852
 KV5852                          SUPERSEDED SURVEY CONTROL
 KV5852
 KV5852  ELLIP H (05/14/99)  107.29   (m)                       GP(       ) 4 1
 KV5852  NAD 83(1986)-  40 35 15.09210(N)    075 01 17.67539(W) AD(       ) 1
 KV5852  NAD 83(1986)-  40 35 15.09593(N)    075 01 17.67352(W) AD(       ) 3
 KV5852  NAD 27      -  40 35 14.72601(N)    075 01 19.06381(W) AD(       ) 3
 KV5852  NGVD 29 (05/20/88)  141.2    (m)          463.     (f) GPS OBS        
 KV5852
 KV5852.Superseded values are not recommended for survey control.
 KV5852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5852.See file dsdata.txt to determine how the superseded data were derived.
 KV5852
 KV5852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9817492970(NAD 83)
 KV5852_MARKER: I = METAL ROD
 KV5852_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5852_SP_SET: STAINLESS STEEL ROD
 KV5852_STAMPING: ALEXANDRIA 1 1987
 KV5852_MARK LOGO: NGS   
 KV5852_PROJECTION: RECESSED 10 CENTIMETERS
 KV5852_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5852+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1993
 KV5852_ROD/PIPE-DEPTH: 1.52 meters
 KV5852
 KV5852  HISTORY     - Date     Condition        Report By
 KV5852  HISTORY     - 1987     MONUMENTED       AEROS
 KV5852  HISTORY     - 1987     GOOD             AEROS
 KV5852  HISTORY     - 19930129 GOOD             NJGS
 KV5852
 KV5852                          STATION DESCRIPTION
 KV5852
 KV5852'DESCRIBED BY AERO SERVICE CORPORATION 1987 (PCO)
 KV5852'THE STATION IS LOCATED ABOUT 6.44 KM (4.0 MI)
 KV5852'WEST-NORTHWEST OF PITTSTOWN,
 KV5852'6.60 KM (4.1 MI) SOUTH OF PATTENBURG,
 KV5852'9.17 KM (5.7 MI) NORTH OF MILFORD, WITHIN THE BOUNDARY OF THE
 KV5852'ALEXANDRIA AIRPORT.
 KV5852'OWNERSHIP--WILLIAM L. FRITSCHE, RD 2 AIRPORT ROAD, BOX 116,
 KV5852'PITTSTOWN, NEW JERSEY 08867.
 KV5852'
 KV5852'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PITTSTOWN ON
 KV5852'COUNTY ROAD 579, GO EAST FOR 0.08 KM (0.05 MI) ON COUNTY ROAD 579
 KV5852'TO THE INTERSECTION OF COUNTY ROAD 513.
 KV5852'TURN LEFT AND GO SOUTH FOR 4.67 KM (2.9 MI) ON COUNTY ROAD 513 TO
 KV5852'THE (T) INTERSECTION OF COUNTY ROAD 625 (CONNERS CORNER).
 KV5852'TURN RIGHT AND GO NORTH FOR 1.77 KM (1.1 MI) ON COUNTY ROAD 625
 KV5852'(CONNERS ROAD) TO THE (T) INTERSECTION OF AIRPORT ROAD LEFT.
 KV5852'TURN LEFT AND GO WEST FOR 0.97 KM (0.6 MI) ON AIRPORT ROAD TO THE
 KV5852'GRAVEL ROAD ENTRANCE OF ALEXANDRIA AIRPORT RIGHT.  TURN RIGHT AND
 KV5852'GO NORTH BETWEEN TWO BUILDINGS FOR ABOUT 23 METERS (75 FEET) ON THE
 KV5852'GRAVEL ENTRANCE TO A TAXIWAY.
 KV5852'TURN LEFT AND GO SOUTHWEST FOR 0.08 KM (0.05 MI) ON THE TAXIWAY TO
 KV5852'A RUNWAY.
 KV5852'TURN RIGHT AND GO NORTHWEST FOR 0.23 KM (0.14 MI) ON THE RUNWAY,
 KV5852'CROSSING OVER ANOTHER RUNWAY, TO A GRAVEL TAXIWAY PARALLELING THE
 KV5852'RUNWAY ON THE NORTH SIDE.
 KV5852'TURN LEFT AND GO SOUTHWEST FOR 0.39 KM (0.24 MI) ON THE GRAVEL
 KV5852'TAXIWAY TO THE END OF THE TAXIWAY.  TURN RIGHT AND GO NORTH 10
 KV5852'DEGREES EAST FOR 0.08 KM (0.05 MI) ON AN OPEN FIELD TO THE STATION.
 KV5852'
 KV5852'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KV5852'FLANGE WITH ACCESS COVER IS STAMPED--ALEXANDRIA 1 1987--, AND IS
 KV5852'SET FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KV5852'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 1.52 METERS (5.0 FT), AND
 KV5852'IS RECESSED 10 CM BELOW THE GROUND.  LOCATED
 KV5852'0.49 METERS (1.6 FT) WEST FROM A CARSONITE WITNESS POST, AND
 KV5852'0.43 METERS (1.4 FT) EAST FROM A CARSONITE WITNESS POST.
 KV5852
 KV5852                          STATION RECOVERY (1987)
 KV5852
 KV5852'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 KV5852'RECOVERED IN GOOD CONDITION.
 KV5852
 KV5852                          STATION RECOVERY (1993)
 KV5852
 KV5852'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV5852'THE STATION IS LOCATED IN ALEXANDRIA TOWNSHIP WITHIN THE BOUNDARY OF
 KV5852'THE ALEXANDRIA AIRPORT.  CONTACT MR. WILLIAM L. FRITSCHE, AIRPORT
 KV5852'MANAGER, RD 2 AIRPORT ROAD, BOX 116, PITTSTOWN, NEW JERSEY 08867,
 KV5852'PHONE  201 730 9223 OR 201 735 5542.  TO REACH THE STATION FROM THE
 KV5852'JUNCTION OF STATE HIGHWAY 12 AND COUNTY ROAD 513 IN THE BOROUGH OF
 KV5852'FRENCHTOWN, GO NORTH NORTHEAST ON COUNTY ROAD 513 FOR 4.6 MI
 KV5852'(7.4 KM) TO THE CROSSROADS INTERSECTION WITH COUNTY ROAD 625 AT
 KV5852'NIELSONS CORNER.  TURN LEFT AND GO NORTH ON COUNTY ROAD 625 FOR 1.1
 KV5852'MI (1.8 KM) TO THE TEE INTERSECTION WITH AIRPORT ROAD.  TO REACH THE
 KV5852'STATION FROM THE JUNCTION OF COUNTY ROAD 625 AND INTERSTATE HIGHWAY
 KV5852'78 AND U.S. HIGHWAY 22, GO SOUTH ON COUNTY ROAD 625 FOR 0.4 MI
 KV5852'(0.6 KM) TO A FORK.  BEAR TO THE RIGHT AND CONTINUE SOUTHWEST ON
 KV5852'COUNTY ROAD 625 FOR 1.65 MI (2.66 KM) TO THE SKEWED CROSSROADS
 KV5852'INTERSECTION WITH COUNTY ROAD 579 AT MEICHLINS TAVERN.  TURN RIGHT
 KV5852'AND THEN SHARP LEFT AND CONTINUE SOUTHWEST ON COUNTY ROAD 625 FOR
 KV5852'1.85 MI (2.98 KM) TO THE TEE JUNCTION WITH AIRPORT ROAD ON THE RIGHT.
 KV5852'TURN RIGHT AND GO NORTH NORTHWEST AND THEN WEST SOUTHWEST ON AIRPORT
 KV5852'ROAD FOR 0.6 MI (1.0 KM) TO A GRAVEL ROAD AND THE ENTRANCE TO THE
 KV5852'ALEXANDRIA AIRPORT ON THE RIGHT, OPPOSITE A ONE STORY METAL HANGAR
 KV5852'PAINTED RED ON THE LEFT.  TURN RIGHT AND GO NORTHWEST ON THE GRAVEL
 KV5852'ROAD FOR ABOUT 23 M (75.5 FT) AND PASSING BETWEEN TWO ONE STORY BLOCK
 KV5852'BUILDINGS TO A TAXIWAY AHEAD.  TURN RIGHT AND GO NORTHEAST, THEN
 KV5852'NORTH ON THE TAXIWAY FOR ABOUT 0.05 MI (0.08 KM) TO THE JUNCTION WITH
 KV5852'RUNWAY 26.  BEARING TO THE LEFT, CROSS RUNWAY AND FOLLOW A TAXIWAY
 KV5852'WEST NORTHWEST FOR ABOUT 0.1 MI (0.2 KM) TO A WYE JUNCTION WITH THE
 KV5852'TAXIWAY AND A ROAD LEADING NORTHWEST ALONG THE WEST SIDE OF A ONE
 KV5852'STORY METAL HANGAR.  BEAR TO THE LEFT AND CONTINUE SOUTHWEST ON THE
 KV5852'TAXIWAY FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT, SET ABOUT
 KV5852'0.3 FT (0.1 M) BELOW THE GROUND IN AN OPEN FIELD, BETWEEN TWO ORANGE
 KV5852'CARSONITE WITNESS POSTS.  THE STATION IS 226 FT (68.9 M) NORTHWEST
 KV5852'FROM THE CENTERLINE OF THE TAXIWAY, 216 FT (65.8 M) NORTHWEST FROM
 KV5852'THE NORTHEDGE OF PAVING OF THE TAXIWAY, 212.6 FT (64.8 M) NORTH
 KV5852'NORTHEAST FROM A BLUE TAXIWAY MARKER LIGHT AND 40 FT (12.2 M)
 KV5852'SOUTHWEST FROM THE CENTERLINE EXTENDED OF A TURN AROUND ROAD
 KV5852'CONNECTING THE RUNWAY WITH THE TAXIWAY.   THE STATION IS A STANDARD
 KV5852'NGS THREE DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS COVER IS
 KV5852'STAMPED ALEXANDRIA 1 1987 AND IS SET ABOUT 0.3 FT (0.1 M) BELOW THE
 KV5852'GROUND.  THE STATION IS A NINE SIXTEENTHS INCH DIAMETER STAINLESS
 KV5852'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 1.52 M (4.99 FT) AND IS
 KV5852'RECESSED 10 CM BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5853 ***********************************************************************
 KV5853  DESIGNATION -  ALEXANDRIA 2
 KV5853  PID         -  KV5853
 KV5853  STATE/COUNTY-  NJ/WARREN
 KV5853  USGS QUAD   -  FRENCHTOWN (1997)
 KV5853
 KV5853                         *CURRENT SURVEY CONTROL
 KV5853  ___________________________________________________________________
 KV5853* NAD 83(1996)-  40 35 21.25722(N)    075 01 09.64087(W)     ADJUSTED  
 KV5853* NAVD 88     -       141.5    (meters)     464.     (feet)  GPS OBS   
 KV5853  ___________________________________________________________________
 KV5853  X           -   1,253,813.442 (meters)                     COMP
 KV5853  Y           -  -4,685,622.895 (meters)                     COMP
 KV5853  Z           -   4,127,960.079 (meters)                     COMP
 KV5853  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 KV5853  ELLIP HEIGHT-         107.58  (meters)          (10/23/02) GPS OBS
 KV5853  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KV5853
 KV5853  HORZ ORDER  -  FIRST
 KV5853  ELLP ORDER  -  FOURTH    CLASS I
 KV5853
 KV5853.This mark is at Alexandria Airport (N85)
 KV5853
 KV5853.The horizontal coordinates were established by GPS observations
 KV5853.and adjusted by the National Geodetic Survey in May 1999..
 KV5853
 KV5853.The orthometric height was determined by GPS observations and a
 KV5853.high-resolution geoid model.
 KV5853
 KV5853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5853
 KV5853.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5853
 KV5853.The ellipsoidal height was determined by GPS observations
 KV5853.and is referenced to NAD 83.
 KV5853
 KV5853.The geoid height was determined by GEOID03.
 KV5853
 KV5853;                    North         East     Units Scale Factor Converg.
 KV5853;SPC NJ       -   195,066.675   106,039.003   MT  0.99992378   -0 20 16.5
 KV5853;SPC NJ       -   639,981.25    347,896.30   sFT  0.99992378   -0 20 16.5
 KV5853;SPC PA S     -   143,023.645   831,119.026   MT  0.99996242   +1 46 17.9
 KV5853;SPC PA S     -   469,236.74  2,726,763.00   sFT  0.99996242   +1 46 17.9
 KV5853;UTM  18      - 4,493,160.405   498,363.024   MT  0.99960003   -0 00 45.3
 KV5853
 KV5853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5853!SPC NJ       -   0.99998312  x   0.99992378  =   0.99990691
 KV5853!SPC PA S     -   0.99998312  x   0.99996242  =   0.99994555
 KV5853!UTM  18      -   0.99998312  x   0.99960003  =   0.99958316
 KV5853
 KV5853|---------------------------------------------------------------------|
 KV5853| PID    Reference Object                     Distance      Geod. Az  |
 KV5853|                                                           dddmmss.s |
 KV5853| KV5852 ALEXANDRIA 1                        267.980 METERS 22449     |
 KV5853|---------------------------------------------------------------------|
 KV5853
 KV5853                          SUPERSEDED SURVEY CONTROL
 KV5853
 KV5853  ELLIP H (05/14/99)  107.59   (m)                       GP(       ) 4 1
 KV5853  NAD 83(1986)-  40 35 21.25576(N)    075 01 09.64443(W) AD(       ) 1
 KV5853  NAD 83(1986)-  40 35 21.25970(N)    075 01 09.64243(W) AD(       ) 3
 KV5853  NAD 27      -  40 35 20.88995(N)    075 01 11.03296(W) AD(       ) 3
 KV5853  NGVD 29 (05/20/88)  141.5    (m)          464.     (f) GPS OBS        
 KV5853
 KV5853.Superseded values are not recommended for survey control.
 KV5853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5853.See file dsdata.txt to determine how the superseded data were derived.
 KV5853
 KV5853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9836393160(NAD 83)
 KV5853_MARKER: I = METAL ROD
 KV5853_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5853_SP_SET: STAINLESS STEEL ROD
 KV5853_STAMPING: ALEXANDRIA 2 1987
 KV5853_MARK LOGO: NGS   
 KV5853_PROJECTION: RECESSED 10 CENTIMETERS
 KV5853_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5853+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1993
 KV5853_ROD/PIPE-DEPTH: 1.22 meters
 KV5853
 KV5853  HISTORY     - Date     Condition        Report By
 KV5853  HISTORY     - 1987     MONUMENTED       AEROS
 KV5853  HISTORY     - 1987     GOOD             AEROS
 KV5853  HISTORY     - 19930129 GOOD             NJGS
 KV5853
 KV5853                          STATION DESCRIPTION
 KV5853
 KV5853'DESCRIBED BY AERO SERVICE CORPORATION 1987 (PCO)
 KV5853'THE STATION IS LOCATED ABOUT 6.44 KM (4.0 MI)
 KV5853'WEST-NORTHWEST OF PITTSTOWN,
 KV5853'6.60 KM (4.1 MI) SOUTH OF PATTENBURG,
 KV5853'9.17 KM (5.7 MI) NORTH OF MILFORD, WITHIN THE BOUNDARY OF THE
 KV5853'ALEXANDRIA AIRPORT.
 KV5853'OWNERSHIP--WILLIAM L. FRITSCHE, RD 2 AIRPORT ROAD, BOX 116,
 KV5853'PITTSTOWN, NEW JERSEY 08867.
 KV5853'
 KV5853'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PITTSTOWN ON
 KV5853'COUNTY ROAD 579, GO EAST FOR 0.08 KM (0.05 MI) ON COUNTY ROAD 579
 KV5853'TO THE INTERSECTION OF COUNTY ROAD 513.
 KV5853'TURN LEFT AND GO SOUTH FOR 4.67 KM (2.9 MI) ON COUNTY ROAD 513 TO
 KV5853'THE (T) INTERSECTION OF COUNTY ROAD 625 (CONNERS CORNER).
 KV5853'TURN RIGHT AND GO NORTH FOR 1.77 KM (1.1 MI) ON COUNTY ROAD 625
 KV5853'(CONNERS CORNER) TO THE (T) INTERSECTION OF AIRPORT ROAD LEFT.
 KV5853'TURN LEFT AND GO WEST FOR 0.97 KM (0.6 MI) ON AIRPORT ROAD TO THE
 KV5853'GRAVEL ROAD ENTRANCE OF ALEXANDRIA AIRPORT RIGHT.  TURN RIGHT AND
 KV5853'GO NORTH BETWEEN TWO BUILDINGS FOR ABOUT 23 METERS (75 FEET) ON THE
 KV5853'GRAVEL ENTRANCE TO A TAXIWAY.
 KV5853'TURN RIGHT AND GO NORTHEAST FOR 0.24 KM (0.15 MI) ON THE TAXIWAY,
 KV5853'CROSSING OVER A RUNWAY, TO A LONG HANGAR.  TURN LEFT AND GO
 KV5853'NORTHWEST ALONG THE SOUTHWEST SIDE OF THE HANGAR FOR 0.21 KM (0.13
 KV5853'MI) TO THE NORTHWEST END OF THE HANGAR AND THE STATION.
 KV5853'
 KV5853'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KV5853'FLANGE WITH ACCESS COVER IS STAMPED--ALEXANDRIA 2 1987--, AND IS
 KV5853'SET FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KV5853'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 1.22 METERS (4.0 FT) AND
 KV5853'IS RECESSED 10 CM BELOW THE GROUND.
 KV5853'LOCATED 7.62 METERS (25.0 FT) NORTH FROM THE NORTH CORNER OF THE
 KV5853'LONG HANGAR, 0.55 METERS (1.8 FT) SOUTHWEST FROM A CARSONITE
 KV5853'WITNESS POST.
 KV5853'NOTE--THE ROD WAS DRIVEN TO REFUSAL AND EMBEDDED IN ROCK.
 KV5853
 KV5853                          STATION RECOVERY (1987)
 KV5853
 KV5853'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 KV5853'RECOVERED IN GOOD CONDITION.
 KV5853
 KV5853                          STATION RECOVERY (1993)
 KV5853
 KV5853'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV5853'THE STATION IS LOCATED IN ALEXANDRIA TOWNSHIP WITHIN THE BOUNDARY OF
 KV5853'THE ALEXANDRIA AIRPORT.  CONTACT MR. WILLIAM L. FRITSCHE, AIRPORT
 KV5853'MANAGER, RD 2 AIRPORT ROAD, BOX 116, PITTSTOWN, NEW JERSEY 08867,
 KV5853'PHONE  201 730 9223 OR 201 735 5542.  TO REACH THE STATION FROM THE
 KV5853'JUNCTION OF STATE HIGHWAY 12 AND COUNTY ROAD 513 IN THE BOROUGH OF
 KV5853'FRENCHTOWN, GO NORTH NORTHEAST ON COUNTY ROAD 513 FOR 4.6 MI
 KV5853'(7.4 KM) TO THE CROSSROADS INTERSECTION WITH COUNTY ROAD 625 AT
 KV5853'NIELSONS CORNER.  TURN LEFT AND GO NORTH ON COUNTY ROAD 625 FOR 1.1
 KV5853'MI (1.8 KM) TO THE TEE INTERSECTION WITH AIRPORT ROAD.  TO REACH THE
 KV5853'STATION FROM THE JUNCTION OF COUNTY ROAD 625 AND INTERSTATE HIGHWAY
 KV5853'78 AND U.S. HIGHWAY 22, GO SOUTH ON COUNTY ROAD 625 FOR 0.4 MI
 KV5853'(0.6 KM) TO A FORK.  BEAR TO THE RIGHT AND CONTINUE SOUTHWEST ON
 KV5853'COUNTY ROAD 625 FOR 1.65 MI (2.66 KM) TO THE SKEWED CROSSROADS
 KV5853'INTERSECTION WITH COUNTY ROAD 579 AT MEICHLINS TAVERN.  TURN RIGHT
 KV5853'AND THEN SHARP LEFT AND CONTINUE SOUTHWEST ON COUNTY ROAD 625 FOR
 KV5853'1.85 MI (2.98 KM) TO THE TEE JUNCTION WITH AIRPORT ROAD ON THE RIGHT.
 KV5853'TURN RIGHT AND GO NORTH NORTHWEST AND THEN WEST SOUTHWEST ON AIRPORT
 KV5853'ROAD FOR 0.6 MI (1.0 KM) TO A GRAVEL ROAD AND THE ENTRANCE TO THE
 KV5853'ALEXANDRIA AIRPORT ON THE RIGHT, OPPOSITE A ONE STORY METAL HANGAR
 KV5853'PAINTED RED ON THE LEFT.  TURN RIGHT AND GO NORTHWEST ON THE GRAVEL
 KV5853'ROAD FOR ABOUT 23 M (75.5 FT) AND PASSING BETWEEN TWO ONE STORY BLOCK
 KV5853'BUILDINGS TO A TAXIWAY AHEAD.  TURN RIGHT AND GO NORTHEAST, THEN
 KV5853'NORTH ON THE TAXIWAY FOR ABOUT 0.05 MI (0.08 KM) TO THE JUNCTION WITH
 KV5853'RUNWAY 26.  BEARING TO THE LEFT, CROSS RUNWAY AND FOLLOW A TAXIWAY
 KV5853'WEST NORTHWEST FOR ABOUT 0.1 MI (0.2 KM) TO A WYE JUNCTION WITH THE
 KV5853'TAXIWAY AND A ROAD LEADING NORTHWEST ALONG THE WEST SIDE OF A ONE
 KV5853'STORY METAL HANGAR.  CONTINUE AHEAD ON THE PAVED HANGAR ROAD ON THE
 KV5853'WEST SIDE OF THE ONE STORY METAL HANGAR FOR 0.1 MI (0.2 KM) TO THE
 KV5853'END OF PAVING AT THE END OF THE HANGAR.  PARK TRUCK AND PACK NORTH
 KV5853'AROUND THE END OF THE HANGAR TO THE STATION AHEAD, SET ABOUT 0.1 FT
 KV5853'(0.0 M) BELOW THE GROUND.  THE STATION IS 24.5 FT (7.5 M) NORTHWEST
 KV5853'FROM THE NORTHEAST CORNER OF THE HANGAR, 47.5 FT (14.5 M) NORTH FROM
 KV5853'THE NORTHWEST CORNER OF THE HANGAR, 15.5 FT (4.7 M) NORTHEAST FROM
 KV5853'AND IN RANGE WITH THE EAST SIDE OF THE HANGAR, 23 FT (7.0 M)
 KV5853'NORTHWEST FROM THE END OF A PAVED ROAD ALONG THE EAST SIDE OF THE
 KV5853'HANGAR AND 1.5 FT (0.5 M) NORTHWEST FROM AN ORANGE CARSONITE WITNESS
 KV5853'POST.  THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK. THE LOGO
 KV5853'FLANGE WITH ACCESS COVER IS STAMPED ALEXANDRIA 2 1987 AND IS SET
 KV5853'ABOUT 0.1 FT (0.0 M) BELOW THE GROUND.  THE STATION IS A NINE
 KV5853'SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 KV5853'DEPTH OF 1.22 M (4.00 FT) AND IS RECESSED 10 CM BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5294 ***********************************************************************
 KV5294  DESIGNATION -  ALLAIRE BOY SCOUT CAMP TANK
 KV5294  PID         -  KV5294
 KV5294  STATE/COUNTY-  NJ/MONMOUTH
 KV5294  USGS QUAD   -  FARMINGDALE (1989)
 KV5294
 KV5294                         *CURRENT SURVEY CONTROL
 KV5294  ___________________________________________________________________
 KV5294* NAD 83(1996)-  40 09 53.19697(N)    074 07 29.71714(W)     ADJUSTED  
 KV5294* NAVD 88     -                                                        
 KV5294  ___________________________________________________________________
 KV5294  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 KV5294  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV5294
 KV5294  HORZ ORDER  -  THIRD
 KV5294
 KV5294.The horizontal coordinates were established by classical geodetic methods
 KV5294.and adjusted by the National Geodetic Survey in September 1999..
 KV5294
 KV5294
 KV5294.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5294
 KV5294.The geoid height was determined by GEOID03.
 KV5294
 KV5294;                    North         East     Units Scale Factor Converg.
 KV5294;SPC NJ       -   147,876.236   181,949.129   MT  0.99991256   +0 14 30.9
 KV5294;SPC NJ       -   485,157.28    596,944.77   sFT  0.99991256   +0 14 30.9
 KV5294;UTM  18      - 4,446,413.154   574,517.082   MT  0.99966835   +0 33 52.0
 KV5294
 KV5294                          SUPERSEDED SURVEY CONTROL
 KV5294
 KV5294  NAD 83(1986)-  40 09 53.18738(N)    074 07 29.71496(W) AD(       ) 4
 KV5294  NAD 27      -  40 09 52.77800(N)    074 07 31.20900(W) AD(       ) 3
 KV5294
 KV5294.Superseded values are not recommended for survey control.
 KV5294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5294.See file dsdata.txt to determine how the superseded data were derived.
 KV5294
 KV5294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7451746413(NAD 83)
 KV5294_MARKER: 51 = TANK
 KV5294
 KV5294  HISTORY     - Date     Condition        Report By
 KV5294  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5294  HISTORY     - 1960     GOOD             CGS
 KV5294
 KV5294                          STATION DESCRIPTION
 KV5294
 KV5294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5294'STATION IS CENTER OF THE BALL APEX OF THE BLACK METAL WATER
 KV5294'TANK AT THE ALLAIRE BOY SCOUT CAMP, LOCATED ON NE SIDE OF
 KV5294'FREEHOLD-JAMESBURG DIVISION OF PENNSYLVANIA RAILROAD AND
 KV5294'APPROXIMATELY 1.4 MILE NW OF ALLAIRE.
 KV5294
 KV5294                          STATION RECOVERY (1960)
 KV5294
 KV5294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RCY)
 KV5294'THE STATION WAS RECOVERED.  IT IS 1.6 MILES EAST OF THE VILLAGE
 KV5294'OF SQUANKUM.  THE STATE OF NEW JERSEY, ARTHUR BRISBANE CHILD
 KV5294'TREATMENT CENTER NOW OCCUPIES THE GROUND UPON WHICH IT IS
 KV5294'LOCATED.  THE TANK IS NOW SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5295 ***********************************************************************
 KV5295  DESIGNATION -  ALLEN
 KV5295  PID         -  KV5295
 KV5295  STATE/COUNTY-  NJ/MONMOUTH
 KV5295  USGS QUAD   -  FARMINGDALE (1989)
 KV5295
 KV5295                         *CURRENT SURVEY CONTROL
 KV5295  ___________________________________________________________________
 KV5295* NAD 83(1996)-  40 08 18.43858(N)    074 07 43.49608(W)     ADJUSTED  
 KV5295* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 KV5295  ___________________________________________________________________
 KV5295  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 KV5295  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV5295
 KV5295  HORZ ORDER  -  THIRD
 KV5295
 KV5295.The horizontal coordinates were established by classical geodetic methods
 KV5295.and adjusted by the National Geodetic Survey in September 1999..
 KV5295
 KV5295.The orthometric height was scaled from a topographic map.
 KV5295
 KV5295.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5295
 KV5295.The geoid height was determined by GEOID03.
 KV5295
 KV5295;                    North         East     Units Scale Factor Converg.
 KV5295;SPC NJ       -   144,952.443   181,635.314   MT  0.99991232   +0 14 21.6
 KV5295;SPC NJ       -   475,564.81    595,915.19   sFT  0.99991232   +0 14 21.6
 KV5295;UTM  18      - 4,443,488.356   574,219.798   MT  0.99966781   +0 33 42.0
 KV5295
 KV5295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5295!SPC NJ       -   0.99999940  x   0.99991232  =   0.99991172
 KV5295!UTM  18      -   0.99999940  x   0.99966781  =   0.99966721
 KV5295
 KV5295:                Primary Azimuth Mark                     Grid Az
 KV5295:SPC NJ       -  ALLAIRE BOY SCOUT CAMP TANK              006 07 34.5
 KV5295:UTM  18      -  ALLAIRE BOY SCOUT CAMP TANK              005 48 14.1
 KV5295
 KV5295|---------------------------------------------------------------------|
 KV5295| PID    Reference Object                     Distance      Geod. Az  |
 KV5295|                                                           dddmmss.s |
 KV5295| KV5294 ALLAIRE BOY SCOUT CAMP TANK         APPROX. 2.9 KM 0062156.1 |
 KV5295| KV5167 SCHENCK                             APPROX. 6.9 KM 0321459.5 |
 KV5295| CB5641 ALLEN RM 3                           44.900 METERS 05210     |
 KV5295| KV5157 BELMAR TANK                         APPROX. 9.4 KM 0634743.9 |
 KV5295| KV5158 BELMAR STACK                        APPROX. 9.4 KM 0640505.4 |
 KV5295| KV5153 BEL MAR FLAGPOLE                    APPROX.10.8 KM 0653037.6 |
 KV5295| KV5159 COMO                                APPROX. 9.3 KM 0782038.5 |
 KV5295| KV5213 SPRING LAKE TANK                    APPROX. 8.7 KM 0782401.4 |
 KV5295| KV5183 SPRING LAKE G AND C CLUB TANK       APPROX. 7.5 KM 0815805.0 |
 KV5295| KV5193 SPRING LAKE ST CATHERINE CH         APPROX. 8.5 KM 0830903.5 |
 KV5295| KV5188 SPRING LAKE WATER WKS TALL STK      APPROX. 8.0 KM 0831521.0 |
 KV5295| KV5187 SPRING LAKE PUMPING STATION TK      APPROX. 7.9 KM 0834601.7 |
 KV5295| KV5185 SPRING LAKE HEIGHTS TANK            APPROX. 7.9 KM 0834825.8 |
 KV5295| KV5190 SPRING LAKE ESS SUSS HOTEL FP       APPROX. 8.9 KM 0835740.7 |
 KV5295| KV5186 SPRING LAKE WATER WKS LOW STK       APPROX. 7.9 KM 0841636.1 |
 KV5295| KV5179 SEA GIRT STATE ARSENAL TANK         APPROX. 7.3 KM 1011229.0 |
 KV5295| KV5180 SEA GIRT STATE ARSENAL STACK        APPROX. 7.4 KM 1012059.8 |
 KV5295| KV5161 MANASQUAN HOLY TRINITY LUTH CH      APPROX. 6.6 KM 1021520.3 |
 KV5295| KV5273 SEA GIRT STATE ARSENAL TALL TK      APPROX. 7.8 KM 1022229.6 |
 KV5295| KV5272 SEA GIRT STATE ARSENAL LOW TK       APPROX. 7.8 KM 1022620.2 |
 KV5295| KV5214 MANASQUAN BLOCK ICE CO STACK        APPROX. 7.3 KM 1025303.1 |
 KV5295| KV5219 MANASQUAN WATER WKS STANDPIPE       APPROX. 6.4 KM 1082145.5 |
 KV5295| KV5288 SWITCHER FOUNDATION TANK            APPROX. 4.4 KM 1251117.6 |
 KV5295| CB5639 ALLEN RM 1                           52.104 METERS 20455     |
 KV5295| CB5640 ALLEN RM 2                           50.156 METERS 31318     |
 KV5295|---------------------------------------------------------------------|
 KV5295
 KV5295                          SUPERSEDED SURVEY CONTROL
 KV5295
 KV5295  NAD 83(1986)-  40 08 18.43174(N)    074 07 43.49287(W) AD(       ) 3
 KV5295  NAD 27      -  40 08 18.01800(N)    074 07 44.98600(W) AD(       ) 3
 KV5295
 KV5295.Superseded values are not recommended for survey control.
 KV5295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5295.See file dsdata.txt to determine how the superseded data were derived.
 KV5295
 KV5295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7422043488(NAD 83)
 KV5295_MARKER: 53 = ELEVATED TANK
 KV5295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5295+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1993
 KV5295
 KV5295  HISTORY     - Date     Condition        Report By
 KV5295  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5295  HISTORY     - 1951     GOOD             CGS
 KV5295  HISTORY     - 1974     GOOD             NGS
 KV5295  HISTORY     - 19931210 GOOD             NJGS
 KV5295  HISTORY     - 19961021 POOR             USPSQD
 KV5295
 KV5295                          STATION DESCRIPTION
 KV5295
 KV5295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5295'THE STATION IS THE CENTER OF THE TOP OF THE BALL APEX ON THE
 KV5295'BLACK WATER TANK AT ALLENWOOD HOSPITAL WHICH IS OWNED AND
 KV5295'MAINTAINED BY MONMOUTH COUNTY.  LOCATED 2 MILES BY ROAD W OF
 KV5295'ALLENWOOD.
 KV5295'
 KV5295'REFERENCE MARKS NOS.1, 2, AND 3 ARE STANDARD BRONZE DISKS SET
 KV5295'IN CONCRETE.
 KV5295'
 KV5295'REFERENCE MARK NO.1 IS SW OF STATION, 6.9 METERS W OF CENTER
 KV5295'LINE OF PRIVATE DRIVEWAY LEADING TO REAR OF HOSPITAL GROUNDS,
 KV5295'3.4 METERS N OF NE CORNER OF BOILER HOUSE.
 KV5295'
 KV5295'REFERENCE MARK NO.2 IS NNW OF STATION 38.0 METERS DUE N OF
 KV5295'INTERSECTION OF PUBLIC ROAD AND DRIVEWAY TO HOSPITAL AND AMONG
 KV5295'BUSHES AND SMALL TREES.
 KV5295'
 KV5295'REFERENCE MARK NO.3 IS NNE OF THE STATION 14 METERS S OF THE
 KV5295'CENTER LINE OF THE ROAD, 64 METERS E OF CENTER LINE OF
 KV5295'INTERSECTION OF THE ROAD AND DRIVEWAY, AMONG BUSHES AND SMALL
 KV5295'TREES.
 KV5295'
 KV5295'REACHED FROM THE EASTWARD VIA STATE HIGHWAY 33 TO ALLENWOOD,
 KV5295'FOLLOW FOR 0.8 MILE W OF THE RAILROAD STATION, TURN S ON GRAVEL
 KV5295'ROAD AND FOLLOW 1.5 MILES TO THE STATION.
 KV5295'
 KV5295'THE TANK IS APPROXIMATELY 125 FEET HIGH.  AN OBSERVING STAND
 KV5295'WAS BUILT ON TOP AND THE TANK OCCUPIED CENTRALLY.
 KV5295
 KV5295                          STATION RECOVERY (1951)
 KV5295
 KV5295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV5295'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 KV5295'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 KV5295'AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 KV5295'AND CORRECT WITH THE FOLLOWING EXCEPTION--THE TANK IS NOW PAINTED
 KV5295'SILVER INSTEAD OF BLACK.
 KV5295
 KV5295                          STATION RECOVERY (1974)
 KV5295
 KV5295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVT)
 KV5295'THE STATION, AND REFERENCE MARKS 1 AND 3 WERE RECOVERED AS
 KV5295'DESCRIBED.  REFERENCE MARK 2 HAS BEEN DESTROYED BY GRADING.
 KV5295'
 KV5295'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5295'1.5 MILES WEST OF ALLENWOOD.
 KV5295
 KV5295                          STATION RECOVERY (1993)
 KV5295
 KV5295'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (FAC)
 KV5295'THE STATION IS LOCATED IN WALL TOWNSHIP ON THE GROUNDS OF THE
 KV5295'GERALDINE L.  THOMPSON MEDICAL HOME, FORMERLY THE ALLENWOOD HOSPITAL,
 KV5295'AND IS THE CENTER OF THE TOP OF THE BALL APEX OF THE WATER TANK ON THE
 KV5295'MEDICAL HOME GROUNDS.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV5295'INTERSTATE HIGHWAY 195 AND LAKEWOOD FARMINGDALE ROAD, COUNTY ROAD 547,
 KV5295'IN SQUANKUM AT INTERCHANGE 31A, GO SOUTH ON COUNTY ROAD 547 FOR 0.35
 KV5295'MI (0.56 KM) TO THE CROSSROADS INTERSECTION WITH HERBERTSVILLE ROAD,
 KV5295'COUNTY ROAD 549 TO THE SOUTHEAST AND OLD TAVERN ROAD, COUNTY ROAD 21,
 KV5295'TO THE NORTHWEST.  TURN LEFT AND GO SOUTHEAST ON COUNTY ROAD 549 FOR
 KV5295'1.40 MI (2.25 KM) TO A FORK.  BEAR TO THE LEFT AND CONTINUE SOUTHEAST
 KV5295'ON COUNTY ROAD 21 FOR 0.70 MI (1.13 KM) TO THE CROSSROADS INTERSECTION
 KV5295'WITH HOSPITAL ROAD TO THE NORTHEAST AND EASY STREET TO THE WEST.  TURN
 KV5295'LEFT AND GO NORTHEAST ON HOSPITAL ROAD FOR 0.15 MI (0.24 KM) TO THE
 KV5295'WATER TANK AND THE STATION ON THE RIGHT.  THE REFERENCE MARKS WERE
 KV5295'SEARCHED FOR AND NOT FOUND.
 KV5295
 KV5295                          STATION RECOVERY (1996)
 KV5295
 KV5295'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV5295'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5121 ***********************************************************************
 KV5121  DESIGNATION -  ALLENHURST ANDREWS HOTEL CUP
 KV5121  PID         -  KV5121
 KV5121  STATE/COUNTY-  NJ/MONMOUTH
 KV5121  USGS QUAD   -  ASBURY PARK (1989)
 KV5121
 KV5121                         *CURRENT SURVEY CONTROL
 KV5121  ___________________________________________________________________
 KV5121* NAD 83(1996)-  40 14 47.04367(N)    074 01 07.54019(W)     ADJUSTED  
 KV5121* NAVD 88     -                                                        
 KV5121  ___________________________________________________________________
 KV5121  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 KV5121  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV5121
 KV5121  HORZ ORDER  -  THIRD
 KV5121
 KV5121.The horizontal coordinates were established by classical geodetic methods
 KV5121.and adjusted by the National Geodetic Survey in September 1999..
 KV5121
 KV5121
 KV5121.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5121
 KV5121.The geoid height was determined by GEOID03.
 KV5121
 KV5121;                    North         East     Units Scale Factor Converg.
 KV5121;SPC NJ       -   156,982.392   190,942.736   MT  0.99992063   +0 18 39.3
 KV5121;SPC NJ       -   515,033.06    626,451.29   sFT  0.99992063   +0 18 39.3
 KV5121;UTM  18      - 4,455,567.639   583,457.102   MT  0.99968574   +0 38 02.4
 KV5121
 KV5121                          SUPERSEDED SURVEY CONTROL
 KV5121
 KV5121  NAD 83(1986)-  40 14 47.04263(N)    074 01 07.53600(W) AD(       ) 4
 KV5121  NAD 27      -  40 14 46.64000(N)    074 01 09.04000(W) AD(       ) 3
 KV5121
 KV5121.Superseded values are not recommended for survey control.
 KV5121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5121.See file dsdata.txt to determine how the superseded data were derived.
 KV5121
 KV5121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8345755568(NAD 83)
 KV5121_MARKER: 82 = FINIAL
 KV5121
 KV5121  HISTORY     - Date     Condition        Report By
 KV5121  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5121  HISTORY     - 1962     GOOD             CGS
 KV5121  HISTORY     - 19920704 MARK NOT FOUND   USPSQD
 KV5121
 KV5121                          STATION DESCRIPTION
 KV5121
 KV5121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5121'STATION IS FINIAL ON GREEN ROOF OF WHITE CUPOLA ON THE WHITE
 KV5121'BIRD TOWER AT THE RESIDENCE OF MRS. G.H. ANDREWS AT
 KV5121'W. ALLENHURST.  TOWER IS SITUATED N OF THE RESIDENCE AND 120
 KV5121'METERS FROM IT.
 KV5121'
 KV5121'LOCATED ON ROSELD AVENUE AT WICKAPECKO ROAD IN DEAL.
 KV5121
 KV5121                          STATION RECOVERY (1962)
 KV5121
 KV5121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5121'RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH THE FOLLOWING
 KV5121'ADDITIONS AND EXCEPTIONS--
 KV5121'
 KV5121'THE STRUCTURE IS A WATER TANK WITHIN A WHITE SHINGLED EXTERIOR,
 KV5121'CAPPED BY A DOME SUPPORTED BY COLUMNS.
 KV5121'
 KV5121'TO REACH FROM DURANT SQUARE IN DEAL, GO WEST ON ROSELD ROAD AS
 KV5121'PER SIGN INTERLAKEN FOR 0.75 MILE, JOG RIGHT AND THEN LEFT,
 KV5121'CONTINUING WESTERLY ON ROSELD ROAD FOR 0.55 MILE TO WICKAPECKO
 KV5121'DRIVE AND THE STATION ON THE LEFT, (FORMERLY ANDREWS ESTATE).
 KV5121'
 KV5121'LISTED AS ALLENHURST, ANDREW HOTEL, CUPOLA, 1934.
 KV5121
 KV5121                          STATION RECOVERY (1992)
 KV5121
 KV5121'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5124 ***********************************************************************
 KV5124  DESIGNATION -  ALLENHURST SQUAT STK
 KV5124  PID         -  KV5124
 KV5124  STATE/COUNTY-  NJ/MONMOUTH
 KV5124  USGS QUAD   -  ASBURY PARK (1989)
 KV5124
 KV5124                         *CURRENT SURVEY CONTROL
 KV5124  ___________________________________________________________________
 KV5124* NAD 83(1996)-  40 14 05.31908(N)    074 00 27.31841(W)     ADJUSTED  
 KV5124* NAVD 88     -                                                        
 KV5124  ___________________________________________________________________
 KV5124  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 KV5124  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV5124
 KV5124  HORZ ORDER  -  THIRD
 KV5124
 KV5124.The horizontal coordinates were established by classical geodetic methods
 KV5124.and adjusted by the National Geodetic Survey in September 1999..
 KV5124
 KV5124
 KV5124.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5124
 KV5124.The geoid height was determined by GEOID03.
 KV5124
 KV5124;                    North         East     Units Scale Factor Converg.
 KV5124;SPC NJ       -   155,700.768   191,900.435   MT  0.99992160   +0 19 05.0
 KV5124;SPC NJ       -   510,828.27    629,593.34   sFT  0.99992160   +0 19 05.0
 KV5124;UTM  18      - 4,454,291.734   584,421.785   MT  0.99968773   +0 38 27.8
 KV5124
 KV5124                          SUPERSEDED SURVEY CONTROL
 KV5124
 KV5124  NAD 83(1986)-  40 14 05.31820(N)    074 00 27.31400(W) AD(       ) 4
 KV5124  NAD 27      -  40 14 04.91500(N)    074 00 28.81900(W) AD(       ) 3
 KV5124
 KV5124.Superseded values are not recommended for survey control.
 KV5124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5124.See file dsdata.txt to determine how the superseded data were derived.
 KV5124
 KV5124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8442254292(NAD 83)
 KV5124_MARKER: 85 = CHIMNEY
 KV5124
 KV5124  HISTORY     - Date     Condition        Report By
 KV5124  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5124  HISTORY     - 1962     GOOD             CGS
 KV5124  HISTORY     - 19920704 MARK NOT FOUND   USPSQD
 KV5124
 KV5124                          STATION DESCRIPTION
 KV5124
 KV5124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5124'STATION IS THE CENTER OF THE TOP OF THE SQUARE RED BRICK
 KV5124'CHIMNEY ON THE MAIN BUILDING OF THE JERSEY CENTRAL POWER AND
 KV5124'LIGHT COMPANY PLANT AT ALLENHURST.  THE TOP OF THE CHIMNEY IS
 KV5124'110 FEET ABOVE GROUND.
 KV5124'
 KV5124'LOCATED ON S SIDE OF ELBERON AVENUE JUST E OF PENNSYLVANIA
 KV5124'RAILROAD TRACKS AND E SHORE OF DEAL LAKE IN ALLENHURST.
 KV5124
 KV5124                          STATION RECOVERY (1962)
 KV5124
 KV5124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5124'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE SQUARE CHIMNEY
 KV5124'ON THE BUILDING.
 KV5124
 KV5124                          STATION RECOVERY (1992)
 KV5124
 KV5124'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5123 ***********************************************************************
 KV5123  DESIGNATION -  ALLENHURST STANDPIPE
 KV5123  PID         -  KV5123
 KV5123  STATE/COUNTY-  NJ/MONMOUTH
 KV5123  USGS QUAD   -  ASBURY PARK (1989)
 KV5123
 KV5123                         *CURRENT SURVEY CONTROL
 KV5123  ___________________________________________________________________
 KV5123* NAD 83(1996)-  40 14 06.02492(N)    074 00 29.30666(W)     ADJUSTED  
 KV5123* NAVD 88     -                                                        
 KV5123  ___________________________________________________________________
 KV5123  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 KV5123  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV5123
 KV5123  HORZ ORDER  -  THIRD
 KV5123
 KV5123.The horizontal coordinates were established by classical geodetic methods
 KV5123.and adjusted by the National Geodetic Survey in September 1999..
 KV5123
 KV5123
 KV5123.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5123
 KV5123.The geoid height was determined by GEOID03.
 KV5123
 KV5123;                    North         East     Units Scale Factor Converg.
 KV5123;SPC NJ       -   155,722.276   191,853.318   MT  0.99992156   +0 19 03.8
 KV5123;SPC NJ       -   510,898.83    629,438.76   sFT  0.99992156   +0 19 03.8
 KV5123;UTM  18      - 4,454,312.972   584,374.559   MT  0.99968763   +0 38 26.5
 KV5123
 KV5123                          SUPERSEDED SURVEY CONTROL
 KV5123
 KV5123  NAD 83(1986)-  40 14 06.02394(N)    074 00 29.30241(W) AD(       ) 4
 KV5123  NAD 27      -  40 14 05.62000(N)    074 00 30.81000(W) AD(       ) 3
 KV5123
 KV5123.Superseded values are not recommended for survey control.
 KV5123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5123.See file dsdata.txt to determine how the superseded data were derived.
 KV5123
 KV5123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8437554313(NAD 83)
 KV5123_MARKER: 52 = STANDPIPE TANK
 KV5123
 KV5123  HISTORY     - Date     Condition        Report By
 KV5123  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5123  HISTORY     - 1962     GOOD             CGS
 KV5123  HISTORY     - 19920704 MARK NOT FOUND   USPSQD
 KV5123
 KV5123                          STATION DESCRIPTION
 KV5123
 KV5123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5123'STATION IS THE CENTER OF THE TOP OF THE 90-FOOT ALUMINUM
 KV5123'COLORED STANDPIPE OF THE BOROUGH OF ALLENHURST PUMPING STATION
 KV5123'ON THE E SHORE OF DEAL LAKE IN ALLENHURST.
 KV5123'
 KV5123'REACHED FROM ALLENWOOD VIA ELBERON AVENUE TO DEAL LAKE AND STATION.
 KV5123
 KV5123                          STATION RECOVERY (1962)
 KV5123
 KV5123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5123'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV5123
 KV5123                          STATION RECOVERY (1992)
 KV5123
 KV5123'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5122 ***********************************************************************
 KV5122  DESIGNATION -  ALLENHURST TANK
 KV5122  PID         -  KV5122
 KV5122  STATE/COUNTY-  NJ/MONMOUTH
 KV5122  USGS QUAD   -  ASBURY PARK (1989)
 KV5122
 KV5122                         *CURRENT SURVEY CONTROL
 KV5122  ___________________________________________________________________
 KV5122* NAD 83(1996)-  40 14 06.65991(N)    074 00 29.08464(W)     ADJUSTED  
 KV5122* NAVD 88     -                                                        
 KV5122  ___________________________________________________________________
 KV5122  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 KV5122  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV5122
 KV5122  HORZ ORDER  -  THIRD
 KV5122
 KV5122.The horizontal coordinates were established by classical geodetic methods
 KV5122.and adjusted by the National Geodetic Survey in September 1999..
 KV5122
 KV5122
 KV5122.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5122
 KV5122.The geoid height was determined by GEOID03.
 KV5122
 KV5122;                    North         East     Units Scale Factor Converg.
 KV5122;SPC NJ       -   155,741.889   191,858.457   MT  0.99992156   +0 19 03.9
 KV5122;SPC NJ       -   510,963.18    629,455.62   sFT  0.99992156   +0 19 03.9
 KV5122;UTM  18      - 4,454,332.609   584,379.586   MT  0.99968764   +0 38 26.7
 KV5122
 KV5122                          SUPERSEDED SURVEY CONTROL
 KV5122
 KV5122  NAD 83(1986)-  40 14 06.65938(N)    074 00 29.07997(W) AD(       ) 4
 KV5122  NAD 27      -  40 14 06.25400(N)    074 00 30.58400(W) AD(       ) 3
 KV5122
 KV5122.Superseded values are not recommended for survey control.
 KV5122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5122.See file dsdata.txt to determine how the superseded data were derived.
 KV5122
 KV5122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8438054333(NAD 83)
 KV5122_MARKER: 52 = STANDPIPE TANK
 KV5122
 KV5122  HISTORY     - Date     Condition        Report By
 KV5122  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5122  HISTORY     - 1962     GOOD             CGS
 KV5122  HISTORY     - 1988     GOOD             NOSAMC
 KV5122  HISTORY     - 19920704 GOOD             USPSQD
 KV5122
 KV5122                          STATION DESCRIPTION
 KV5122
 KV5122'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (PCD)
 KV5122'STATION IS THE CENTER OF LARGE SQUAT SILVER WATER TANK
 KV5122'(ALLENHURST PAINTED IN LARGE BLACK LETTERS) OWNED BY THE
 KV5122'ALLENHURST WATER COMPANY, AND JUST ACROSS THE RAILROAD TRACKS
 KV5122'FROM THE JERSEY CENTRAL POWER AND LIGHT PLANT AT ALLENHURST.
 KV5122
 KV5122                          STATION RECOVERY (1962)
 KV5122
 KV5122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5122'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV5122
 KV5122                          STATION RECOVERY (1988)
 KV5122
 KV5122'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KV5122'THE STATION IS THE BLUE TANK LOCATED IN ALLENHURST, NEW JERSEY. TO
 KV5122'REACH THE TANK FROM THE INTERSECTION OF ASBURY AVENUE AND MAIN STREET
 KV5122'IN ASBURY PARK, NEW JERSEY, GO NORTH ON MAIN STREET FOR 1.7 KM (1.05
 KV5122'MI) ACROSS DEAL LAKE TO THE TANK ON THE LEFT.
 KV5122
 KV5122                          STATION RECOVERY (1992)
 KV5122
 KV5122'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5126 ***********************************************************************
 KV5126  DESIGNATION -  ALLENHURST WATER WORKS STACK
 KV5126  PID         -  KV5126
 KV5126  STATE/COUNTY-  NJ/MONMOUTH
 KV5126  USGS QUAD   -  ASBURY PARK (1989)
 KV5126
 KV5126                         *CURRENT SURVEY CONTROL
 KV5126  ___________________________________________________________________
 KV5126* NAD 83(1996)-  40 14 01.05643(N)    074 00 24.70530(W)     ADJUSTED  
 KV5126* NAVD 88     -                                                        
 KV5126  ___________________________________________________________________
 KV5126  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 KV5126  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV5126
 KV5126  HORZ ORDER  -  THIRD
 KV5126
 KV5126.The horizontal coordinates were established by classical geodetic methods
 KV5126.and adjusted by the National Geodetic Survey in September 1999..
 KV5126
 KV5126
 KV5126.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5126
 KV5126.The geoid height was determined by GEOID03.
 KV5126
 KV5126;                    North         East     Units Scale Factor Converg.
 KV5126;SPC NJ       -   155,569.645   191,962.931   MT  0.99992167   +0 19 06.7
 KV5126;SPC NJ       -   510,398.08    629,798.38   sFT  0.99992167   +0 19 06.7
 KV5126;UTM  18      - 4,454,160.997   584,485.005   MT  0.99968786   +0 38 29.4
 KV5126
 KV5126                          SUPERSEDED SURVEY CONTROL
 KV5126
 KV5126  NAD 83(1986)-  40 14 01.05554(N)    074 00 24.70093(W) AD(       ) 4
 KV5126  NAD 27      -  40 14 00.65200(N)    074 00 26.20500(W) AD(       ) 3
 KV5126
 KV5126.Superseded values are not recommended for survey control.
 KV5126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5126.See file dsdata.txt to determine how the superseded data were derived.
 KV5126
 KV5126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8448554161(NAD 83)
 KV5126_MARKER: 63 = STACK
 KV5126
 KV5126  HISTORY     - Date     Condition        Report By
 KV5126  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5126  HISTORY     - 1962     POOR             CGS
 KV5126  HISTORY     - 19920704 GOOD             USPSQD
 KV5126
 KV5126                          STATION DESCRIPTION
 KV5126
 KV5126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5126'STATION IS CENTER OF THE TOP OF THE RED BRICK STACK AT THE
 KV5126'ALLENHURST WATER WORKS AT ALLENHURST.  THIS STACK IS PALE RED COLOR
 KV5126'110 FEET HIGH AND HAS A BLACK BRICK DESIGN AROUND TOP AND IS
 KV5126'LOCATED AT ALLENHURST WATER WORKS ON E SHORE OF DEAL LAKE IN
 KV5126'ALLENHURST.
 KV5126'
 KV5126'REACHED FROM ALLENHURST VIA ELBERON AVENUE TO DEAL LAKE AND
 KV5126'STATION.
 KV5126
 KV5126                          STATION RECOVERY (1962)
 KV5126
 KV5126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5126'ALTERED.  ALL BUT ABOUT 40 FEET OF THE STACK HAS BEEN TAKEN OFF.
 KV5126
 KV5126                          STATION RECOVERY (1992)
 KV5126
 KV5126'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0919 ***********************************************************************
 KV0919  DESIGNATION -  ALLENWOOD 1 PRR
 KV0919  PID         -  KV0919
 KV0919  STATE/COUNTY-  NJ/MONMOUTH
 KV0919  USGS QUAD   -  ASBURY PARK (1989)
 KV0919
 KV0919                         *CURRENT SURVEY CONTROL
 KV0919  ___________________________________________________________________
 KV0919* NAD 83(1986)-  40 08 29.     (N)    074 05 59.     (W)     SCALED    
 KV0919* NAVD 88     -        19.383  (meters)      63.59   (feet)  ADJUSTED  
 KV0919  ___________________________________________________________________
 KV0919  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV0919  DYNAMIC HT  -          19.374 (meters)      63.56  (feet)  COMP
 KV0919  MODELED GRAV-     980,167.4   (mgal)                       NAVD 88
 KV0919
 KV0919  VERT ORDER  -  SECOND    CLASS 0
 KV0919
 KV0919.The horizontal coordinates were scaled from a topographic map and have
 KV0919.an estimated accuracy of +/- 6 seconds.
 KV0919
 KV0919.The orthometric height was determined by differential leveling
 KV0919.and adjusted by the National Geodetic Survey in June 1991..
 KV0919
 KV0919.The geoid height was determined by GEOID03.
 KV0919
 KV0919.The dynamic height is computed by dividing the NAVD 88
 KV0919.geopotential number by the normal gravity value computed on the
 KV0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0919.degrees latitude (g = 980.6199 gals.).
 KV0919
 KV0919.The modeled gravity was interpolated from observed gravity values.
 KV0919
 KV0919;                    North         East    Units  Estimated Accuracy
 KV0919;SPC NJ       -   145,290.      184,110.      MT  (+/- 180 meters Scaled)
 KV0919
 KV0919                          SUPERSEDED SURVEY CONTROL
 KV0919
 KV0919  NGVD 29 (??/??/??)   19.810  (m)           64.99   (f) ADJUSTED    2 0
 KV0919
 KV0919.Superseded values are not recommended for survey control.
 KV0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0919.See file dsdata.txt to determine how the superseded data were derived.
 KV0919
 KV0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK766438(NAD 83)
 KV0919_MARKER: Q = CHISELED SQUARE
 KV0919_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0919_SP_SET: DOORSTEP
 KV0919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0919
 KV0919  HISTORY     - Date     Condition        Report By
 KV0919  HISTORY     - UNK      MONUMENTED       PRR
 KV0919  HISTORY     - 1935     GOOD             CGS
 KV0919
 KV0919                          STATION DESCRIPTION
 KV0919
 KV0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0919'AT ALLENWOOD.
 KV0919'AT ALLENWOOD, MONMOUTH COUNTY, AT AN ENTRANCE TO THE PENNSYLVANIA
 KV0919'RAILROAD STATION, AND ON TOP OF THE DOOR STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0918 ***********************************************************************
 KV0918  DESIGNATION -  ALLENWOOD 2
 KV0918  PID         -  KV0918
 KV0918  STATE/COUNTY-  NJ/MONMOUTH
 KV0918  USGS QUAD   -  ASBURY PARK (1989)
 KV0918
 KV0918                         *CURRENT SURVEY CONTROL
 KV0918  ___________________________________________________________________
 KV0918* NAD 83(1986)-  40 08 31.     (N)    074 06 03.     (W)     SCALED    
 KV0918* NAVD 88     -        19.047  (meters)      62.49   (feet)  ADJUSTED  
 KV0918  ___________________________________________________________________
 KV0918  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV0918  DYNAMIC HT  -          19.039 (meters)      62.46  (feet)  COMP
 KV0918  MODELED GRAV-     980,167.7   (mgal)                       NAVD 88
 KV0918
 KV0918  VERT ORDER  -  SECOND    CLASS 0
 KV0918
 KV0918.The horizontal coordinates were scaled from a topographic map and have
 KV0918.an estimated accuracy of +/- 6 seconds.
 KV0918
 KV0918.The orthometric height was determined by differential leveling
 KV0918.and adjusted by the National Geodetic Survey in June 1991..
 KV0918
 KV0918.The geoid height was determined by GEOID03.
 KV0918
 KV0918.The dynamic height is computed by dividing the NAVD 88
 KV0918.geopotential number by the normal gravity value computed on the
 KV0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0918.degrees latitude (g = 980.6199 gals.).
 KV0918
 KV0918.The modeled gravity was interpolated from observed gravity values.
 KV0918
 KV0918;                    North         East    Units  Estimated Accuracy
 KV0918;SPC NJ       -   145,350.      184,010.      MT  (+/- 180 meters Scaled)
 KV0918
 KV0918                          SUPERSEDED SURVEY CONTROL
 KV0918
 KV0918  NGVD 29 (??/??/??)   19.474  (m)           63.89   (f) ADJUSTED    2 0
 KV0918
 KV0918.Superseded values are not recommended for survey control.
 KV0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0918.See file dsdata.txt to determine how the superseded data were derived.
 KV0918
 KV0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK765438(NAD 83)
 KV0918_MARKER: Q = CHISELED SQUARE
 KV0918_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0918_SP_SET: BASE OF TOWER
 KV0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0918
 KV0918  HISTORY     - Date     Condition        Report By
 KV0918  HISTORY     - UNK      MONUMENTED       CGS
 KV0918  HISTORY     - 1935     GOOD             CGS
 KV0918
 KV0918                          STATION DESCRIPTION
 KV0918
 KV0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0918'AT ALLENWOOD.
 KV0918'AT ALLENWOOD, MONMOUTH COUNTY, 160 FEET NORTHWEST OF THE
 KV0918'PENNSYLVANIA RAILROAD STATION, AT AN OLD SIGNAL TOWER, ON THE TOP
 KV0918'OF THE CONCRETE BASE, AND 6 INCHES FROM THE EAST END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3245 ***********************************************************************
 JU3245  DESIGNATION -  ALLOWAY CREEK
 JU3245  PID         -  JU3245
 JU3245  STATE/COUNTY-  NJ/SALEM
 JU3245  USGS QUAD   -  SALEM (1995)
 JU3245
 JU3245                         *CURRENT SURVEY CONTROL
 JU3245  ___________________________________________________________________
 JU3245* NAD 83(1996)-  39 32 53.01305(N)    075 24 53.71375(W)     ADJUSTED  
 JU3245* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3245  ___________________________________________________________________
 JU3245  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 JU3245  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JU3245
 JU3245  HORZ ORDER  -  SECOND
 JU3245
 JU3245.The horizontal coordinates were established by classical geodetic methods
 JU3245.and adjusted by the National Geodetic Survey in September 1999..
 JU3245
 JU3245.The orthometric height was scaled from a topographic map.
 JU3245
 JU3245.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3245
 JU3245.The geoid height was determined by GEOID03.
 JU3245
 JU3245;                    North         East     Units Scale Factor Converg.
 JU3245;SPC NJ       -    79,740.077    71,366.009   MT  0.99997610   -0 34 57.3
 JU3245;SPC NJ       -   261,613.90    234,139.98   sFT  0.99997610   -0 34 57.3
 JU3245;SPC DE       -   171,851.031   200,150.091   MT  0.99999500   +0 00 04.0
 JU3245;SPC DE       -   563,814.59    656,659.09   sFT  0.99999500   +0 00 04.0
 JU3245;UTM  18      - 4,377,680.360   464,350.067   MT  0.99961565   -0 15 51.1
 JU3245
 JU3245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3245!SPC NJ       -   1.00000516  x   0.99997610  =   0.99998126
 JU3245!SPC DE       -   1.00000516  x   0.99999500  =   1.00000016
 JU3245!UTM  18      -   1.00000516  x   0.99961565  =   0.99962080
 JU3245
 JU3245|---------------------------------------------------------------------|
 JU3245| PID    Reference Object                     Distance      Geod. Az  |
 JU3245|                                                           dddmmss.s |
 JU3245| CB1174 ALLOWAY CREEK RM 1                   28.660 METERS 05416     |
 JU3245| CB1175 ALLOWAY CREEK RM 2                   26.365 METERS 15246     |
 JU3245| JU3250 SALEM GAYNER GLASS CO TANK          APPROX. 6.2 KM 2985622.8 |
 JU3245| JU3254 SALEM MUNICIPAL STANDPIPE           APPROX. 5.2 KM 3013825.2 |
 JU3245| JU3253 SALEM FIRST PRESB CH SPIRE          APPROX. 5.2 KM 3023119.2 |
 JU3245| JU3252 SALEM CHURCH SPIRE WITH CROSS       APPROX. 5.3 KM 3040631.8 |
 JU3245| JU3248 SALEM MANNINGTON MILLS TANK         APPROX. 5.1 KM 3163131.5 |
 JU3245| CB1173 ALLOWAY CREEK AZ MK                                3172317.1 |
 JU3245|---------------------------------------------------------------------|
 JU3245
 JU3245                          SUPERSEDED SURVEY CONTROL
 JU3245
 JU3245  NAD 83(1991)-  39 32 53.01242(N)    075 24 53.71407(W) AD(       ) 2
 JU3245  NAD 83(1986)-  39 32 53.00342(N)    075 24 53.72379(W) AD(       ) 2
 JU3245  NAD 27      -  39 32 52.60000(N)    075 24 55.01800(W) AD(       ) 2
 JU3245
 JU3245.Superseded values are not recommended for survey control.
 JU3245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3245.See file dsdata.txt to determine how the superseded data were derived.
 JU3245
 JU3245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6435077680(NAD 83)
 JU3245_MARKER: DS = TRIANGULATION STATION DISK
 JU3245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3245_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3245
 JU3245  HISTORY     - Date     Condition        Report By
 JU3245  HISTORY     - 1933     MONUMENTED       CGS
 JU3245  HISTORY     - 1946     SEE DESCRIPTION  CGS
 JU3245  HISTORY     - 19960802 MARK NOT FOUND   USPSQD
 JU3245
 JU3245                          STATION DESCRIPTION
 JU3245
 JU3245'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3245'TO REACH STATION FROM SALEM, NEW JERSEY POST OFFICE--GO SE ON
 JU3245'STATE HIGHWAY 49 FOR 3.75 MILES TO WHERE HIGHWAY CROSSES
 JU3245'DRAWBRIDGE IN THE N EDGE OF THE TOWN OF QUINTON, NEW
 JU3245'JERSEY.  STATION IS IN THE LUMBER YARD OF ISAAC S. SMICK AND
 JU3245'SON WHICH IS ON THE RIGHT HAND SIDE OF THE ROAD AND BORDERS ON
 JU3245'THE S EDGE OF ALLOWAY CREEK.  IT IS 18 FEET S OF THE CREEK BANK,
 JU3245'20 FEET SW OF END OF LUMBER SHED, AND 50 FEET NW OF CENTER LINE
 JU3245'OF A ROAD IN THE LUMBER YARD.
 JU3245'
 JU3245'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JU3245'DISKS SET IN CONCRETE.
 JU3245'
 JU3245'REFERENCE MARK NO.1 IS NE OF THE STATION.  IT IS APPROXIMATELY
 JU3245'100 FEET SW OF THE DRAWBRIDGE, 12 FEET S OF CREEK BANK, AND
 JU3245'21 FEET N OF A LUMBER SHED.
 JU3245'
 JU3245'REFERENCE MARK NO.2 IS SE OF THE STATION.  IT IS 4-1/2 FEET
 JU3245'SW OF A LUMBER SHED, AND 12 FEET E OF THE CENTER LINE OF A
 JU3245'ROAD IN THE LUMBER YARD.  MARK IS FLUSH WITH THE GROUND.
 JU3245'
 JU3245'AZIMUTH MARK IS 1 FOOT S OF FENCE LINE, AND 30 FEET S OF THE
 JU3245'CENTER LINE OF STATE HIGHWAY 49.  IT IS NW OF STATION AND
 JU3245'APPROXIMATELY 0.4 MILE DISTANT.
 JU3245'
 JU3245'BENCH MARK IS A STANDARD DISK STAMPED Q 9-1930 CEMENTED IN DRILL
 JU3245'HOLE IN COPING AT THE S END AND ON THE E SIDE OF THE DRAWBRIDGE
 JU3245'OVER ALLOWAY CREEK.
 JU3245'
 JU3245'POINT IN THE APPROXIMATE CENTER OF THE DRAW SPAN IS THE
 JU3245'CENTER OF A 6-INCH SQUARE STEEL PLATE.  THIS PLATE IS NOT TO BE
 JU3245'CONFUSED WITH TWO SIMILAR COMPANION PLATES 5 FEET AWAY IN A SE
 JU3245'DIRECTION.
 JU3245
 JU3245                          STATION RECOVERY (1946)
 JU3245
 JU3245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3245'TRIANGULATION STATION ALLOWAY CREEK HAS BEEN WASHED AWAY.  STATION
 JU3245'WAS SEARCHED FOR TO A DEPTH OF 5 FEET, ALSO REFERENCE MARK 1
 JU3245'WAS WASHED AWAY.  STEEL PLATE MENTIONED IN DESCRIPTION HAS BEEN
 JU3245'RECOVERED AND IS IN GOOD CONDITION.  REFERENCE MARK 2 WAS
 JU3245'RECOVERED IN GOOD CONDITION.
 JU3245
 JU3245                          STATION RECOVERY (1996)
 JU3245
 JU3245'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU3245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU4055 ***********************************************************************
 KU4055  DESIGNATION -  ALPINE
 KU4055  PID         -  KU4055
 KU4055  STATE/COUNTY-  NJ/BERGEN
 KU4055  USGS QUAD   -  YONKERS (1979)
 KU4055
 KU4055                         *CURRENT SURVEY CONTROL
 KU4055  ___________________________________________________________________
 KU4055* NAD 83(1996)-  40 56 37.31063(N)    073 55 15.13137(W)     ADJUSTED  
 KU4055* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 KU4055  ___________________________________________________________________
 KU4055  LAPLACE CORR-           6.42  (seconds)                    DEFLEC99
 KU4055  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU4055
 KU4055  HORZ ORDER  -  FIRST
 KU4055
 KU4055.The horizontal coordinates were established by classical geodetic methods
 KU4055.and adjusted by the National Geodetic Survey in September 1999..
 KU4055
 KU4055.The orthometric height was scaled from a topographic map.
 KU4055
 KU4055.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4055
 KU4055.The geoid height was determined by GEOID03.
 KU4055
 KU4055;                    North         East     Units Scale Factor Converg.
 KU4055;SPC NJ       -   234,457.093   198,761.906   MT  0.99992926   +0 22 46.3
 KU4055;SPC NJ       -   769,214.65    652,104.69   sFT  0.99992926   +0 22 46.3
 KU4055;SPC NY L     -    86,289.991   306,663.268   MT  0.99999623   +0 03 06.3
 KU4055;SPC NY L     -   283,103.08  1,006,111.07   sFT  0.99999623   +0 03 06.3
 KU4055;SPC NY E     -   234,457.093   198,761.906   MT  0.99992926   +0 22 46.3
 KU4055;SPC NY E     -   769,214.65    652,104.69   sFT  0.99992926   +0 22 46.3
 KU4055;UTM  18      - 4,533,067.567   590,834.455   MT  0.99970155   +0 42 26.0
 KU4055
 KU4055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4055!SPC NJ       -   0.99999069  x   0.99992926  =   0.99991995
 KU4055!SPC NY L     -   0.99999069  x   0.99999623  =   0.99998692
 KU4055!SPC NY E     -   0.99999069  x   0.99992926  =   0.99991995
 KU4055!UTM  18      -   0.99999069  x   0.99970155  =   0.99969225
 KU4055
 KU4055:                Primary Azimuth Mark                     Grid Az
 KU4055:SPC NJ       -  YONKERS OTIS ELEVATOR CO TANK            102 35 57.9
 KU4055:SPC NY L     -  YONKERS OTIS ELEVATOR CO TANK            102 55 37.9
 KU4055:SPC NY E     -  YONKERS OTIS ELEVATOR CO TANK            102 35 57.9
 KU4055:UTM  18      -  YONKERS OTIS ELEVATOR CO TANK            102 16 18.2
 KU4055
 KU4055|---------------------------------------------------------------------|
 KU4055| PID    Reference Object                     Distance      Geod. Az  |
 KU4055|                                                           dddmmss.s |
 KU4055| KU4113 YONKERS OTIS ELEVATOR CO TANK       APPROX. 1.9 KM 1025844.2 |
 KU4055| KU4111 YONKERS ALEXANDER SMITH CO STK      APPROX. 2.5 KM 1112148.2 |
 KU4055| KU4108 YONKERS NATL SUGAR MILL STACK       APPROX. 1.8 KM 1292632.7 |
 KU4055| KU4098 MT ST VINCENT SCH HOUSE CUPOLA      APPROX. 3.9 KM 1651643.0 |
 KU4055| KU4096 S YONKERS VISIT MONASTERY CUP       APPROX. 4.3 KM 1662411.1 |
 KU4055| KU4094 JOINT HSE FLAGPOLE YONKERS          APPROX. 4.6 KM 1691825.4 |
 KU4055| CB6568 ALPINE AZ MK                                       1935434.9 |
 KU4055| CB6569 ALPINE RM 1                          11.933 METERS 24225     |
 KU4055| CB6570 ALPINE RM 2                          11.019 METERS 31852     |
 KU4055|---------------------------------------------------------------------|
 KU4055
 KU4055                          SUPERSEDED SURVEY CONTROL
 KU4055
 KU4055  NAD 83(1996)-  40 56 37.31063(N)    073 55 15.13137(W) AD(       ) 1
 KU4055  NAD 83(1996)-  40 56 37.31121(N)    073 55 15.13189(W) AD(       ) 1
 KU4055  NAD 83(1992)-  40 56 37.30963(N)    073 55 15.13247(W) AD(       ) 1
 KU4055  NAD 83(1986)-  40 56 37.31282(N)    073 55 15.12987(W) AD(       ) 1
 KU4055  NAD 27      -  40 56 36.95900(N)    073 55 16.64400(W) AD(       ) 1
 KU4055
 KU4055.Superseded values are not recommended for survey control.
 KU4055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4055.See file dsdata.txt to determine how the superseded data were derived.
 KU4055
 KU4055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9083433068(NAD 83)
 KU4055_MARKER: DD = SURVEY DISK
 KU4055_SETTING: 66 = SET IN ROCK OUTCROP
 KU4055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU4055+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2006
 KU4055
 KU4055  HISTORY     - Date     Condition        Report By
 KU4055  HISTORY     - 1930     MONUMENTED       CGS
 KU4055  HISTORY     - 1938     GOOD             CGS
 KU4055  HISTORY     - 1975     GOOD             NGS
 KU4055  HISTORY     - 19920207 MARK NOT FOUND   NJGS
 KU4055  HISTORY     - 20060402 GOOD             GEOCAC
 KU4055
 KU4055                          STATION DESCRIPTION
 KU4055
 KU4055'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 KU4055'THIS STATION WAS LOCATED BY THE CITY OF YONKERS, AND DESCRIBED AS
 KU4055'FOLLOWS--
 KU4055'
 KU4055'STATION IS A 1/4-INCH DRILL HOLE IN LEDGE ROCK AT TOP OF PALISADES
 KU4055'NEAR EDGE OF CLIFF ON PROPERTY OF MISS MILES ABOUT OPPOSITE
 KU4055'ASHBURTON AVENUE, YONKERS.  IT IS 70 METERS N OF MISS MILES HOUSE.
 KU4055'THIS STATION WAS RECOVERED.  BY THE CITY OF YONKERS AND WAS MARKED
 KU4055'WITH A STANDARD DISK.
 KU4055'
 KU4055'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL
 KU4055'HOLES IN OUTCROPPING BEDROCK.
 KU4055'
 KU4055'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.5 METERS.
 KU4055
 KU4055                          STATION RECOVERY (1938)
 KU4055
 KU4055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 KU4055'STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.
 KU4055'
 KU4055'A NEW AZIMUTH MARK WAS SET APPROXIMATELY 0.2 MILE S BY E
 KU4055'(MAGNETIC) FROM STATION.  IT IS A STANDARD AZIMUTH MARK DISK
 KU4055'STAMPED ALPINE 1938, CEMENTED IN DRILL HOLE IN SIDEWALK ON EDGE OF
 KU4055'CLIFF, 4 FEET SW OF NE IRON FENCE CORNER.
 KU4055'
 KU4055'THE DIRECTIONS TO REFERENCE MARKS DID NOT CHECK 1930 DIRECTIONS.
 KU4055'
 KU4055'DISTANCE TO REFERENCE MARK NO.1 DID NOT CHECK.
 KU4055
 KU4055                          STATION RECOVERY (1975)
 KU4055
 KU4055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 KU4055'STATION, RM 1 AND 2 ALL RECOVERED.  WITH THE HELP OF THE
 KU4055'DESCRIPTIONS BY C.A.E. AND C.D.M., 1938 BUT THE TO REACH IS OUTDATED.
 KU4055'
 KU4055'TO REACH STATION FROM THE INTERSECTION OF U.S. 9W AND N.J. 502
 KU4055'(CLOSTER DOCK RD.), GO 0.05 MILE NORTH TO TRAIL WHICH GOES UNDER
 KU4055'PALISADES INTERSTATE PKWY. OR 0.6 MILE SOUTH ON U.S. 9W FROM
 KU4055'INTERSECTION WITH ENTRANCE TO PALISADES PARK COMMISSION
 KU4055'HEADQUARTERS.  AFTER CROSSING UNDER BOTH LANES OF PKWY. GO SOUTH
 KU4055'AND FOLLOW WELL MARKED BLUE BLAZED TRAIL TO OLD HOUSE FOUNDATION
 KU4055'(FORMERLY MISS MILES HOUSE) ON LEFT APPROX. 250 - 300 YDS. THEN GO
 KU4055'ALONG CLIFF TRAIL FOR APPROX. 85 PACES TO STATION AS DESCRIBED.
 KU4055'PROPERTY IS NOW OWNED BY THE PALISADES INTERSTATE PARK COMMISSION.
 KU4055'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED AS SIDEWALK
 KU4055'AND IRON FENCE CORNER NO LONGER EXIST.
 KU4055
 KU4055                          STATION RECOVERY (1992)
 KU4055
 KU4055'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KU4055'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A HALF HOUR
 KU4055'SEARCH BY A TWO MAN PARTY.  THE AREA HAS BEEN IMPROVED OVER THE YEARS
 KU4055'AND NO ORIGINAL TIES EXIT TO LOCATE THE STATION WITH ANY CERTAINTY.
 KU4055
 KU4055                          STATION RECOVERY (2006)
 KU4055
 KU4055'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KU4055'FOLLOWED TO REACH FRON 1975 RECOVERY.  85 PACES SOUTH OF RUINS OF
 KU4055'HOUSE.  HAND-HELD GPS COORDINATES FOR RM1 N 40 56.620 W 73 55.258. FOR
 KU4055'RM2 N 40 56.624 W 73 55.257. AZIMUTH MARKER NOT SEARCHED FOR.
 KU4055' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU4048 ***********************************************************************
 KU4048  DESIGNATION -  ALPINE SCOUT CAMP TANK
 KU4048  PID         -  KU4048
 KU4048  STATE/COUNTY-  NJ/BERGEN
 KU4048  USGS QUAD   -  YONKERS (1979)
 KU4048
 KU4048                         *CURRENT SURVEY CONTROL
 KU4048  ___________________________________________________________________
 KU4048* NAD 83(1996)-  40 58 44.82518(N)    073 55 08.70044(W)     ADJUSTED  
 KU4048* NAVD 88     -                                                        
 KU4048  ___________________________________________________________________
 KU4048  LAPLACE CORR-           7.08  (seconds)                    DEFLEC99
 KU4048  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 KU4048
 KU4048  HORZ ORDER  -  THIRD
 KU4048
 KU4048.The horizontal coordinates were established by classical geodetic methods
 KU4048.and adjusted by the National Geodetic Survey in September 1999..
 KU4048
 KU4048
 KU4048.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4048
 KU4048.The geoid height was determined by GEOID03.
 KU4048
 KU4048;                    North         East     Units Scale Factor Converg.
 KU4048;SPC NJ       -   238,391.308   198,886.173   MT  0.99992940   +0 22 51.5
 KU4048;SPC NJ       -   782,122.15    652,512.39   sFT  0.99992940   +0 22 51.5
 KU4048;SPC NY E     -   238,391.308   198,886.173   MT  0.99992940   +0 22 51.5
 KU4048;SPC NY E     -   782,122.15    652,512.39   sFT  0.99992940   +0 22 51.5
 KU4048;UTM  18      - 4,537,001.532   590,936.187   MT  0.99970178   +0 42 32.0
 KU4048
 KU4048                          SUPERSEDED SURVEY CONTROL
 KU4048
 KU4048  NAD 83(1996)-  40 58 44.82518(N)    073 55 08.70044(W) AD(       ) 4
 KU4048  NAD 83(1996)-  40 58 44.82582(N)    073 55 08.70132(W) AD(       ) 4
 KU4048  NAD 83(1992)-  40 58 44.82439(N)    073 55 08.70223(W) AD(       ) 4
 KU4048  NAD 83(1986)-  40 58 44.82708(N)    073 55 08.70028(W) AD(       ) 4
 KU4048  NAD 27      -  40 58 44.47588(N)    073 55 10.20801(W) AD(       ) 3
 KU4048
 KU4048.Superseded values are not recommended for survey control.
 KU4048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4048.See file dsdata.txt to determine how the superseded data were derived.
 KU4048
 KU4048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9093637002(NAD 83)
 KU4048_MARKER: 53 = ELEVATED TANK
 KU4048
 KU4048  HISTORY     - Date     Condition        Report By
 KU4048  HISTORY     - 1964     FIRST OBSERVED   CGS
 KU4048
 KU4048                          STATION DESCRIPTION
 KU4048
 KU4048'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CFK)
 KU4048'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED ABOUT 10
 KU4048'MILES SOUTH OF NYACK NEW YORK, ABOUT 1-1/2 MILES NORTH OF ALPINE
 KU4048'NEW JERSEY, ABOUT 1-1/2 MILES SOUTH OF THE NEW JERSEY-NEW YORK
 KU4048'STATE LINE, ABOUT 2-1/2 MILES SOUTH OF PALISADES NEW YORK. IT IS A
 KU4048'4 LEGGED STEEL STRUCTURE PAINTED GREY.  THE OVERALL HEIGHT IS 100
 KU4048'FEET.
 KU4048'
 KU4048'TO REACH FROM THE POST OFFICE IN PALISADES NEW YORK, GO EAST ON
 KU4048'OAK TREE ROAD FOR 0.1 MILE TO THE JUNCTION WITH U.S. HIGHWAY 9W.
 KU4048'TURN RIGHT AND GO SOUTH ON HIGHWAY 9W FOR 0.9 MILE TO THE NEW
 KU4048'JERSEY-NEW YORK STATE LINE.  CONTINUE SOUTH OF HIGHWAY 9W FOR 1.4
 KU4048'MILES TO A CROSSROAD.  TURN RIGHT AND GO WESTERLY ON A SURFACED
 KU4048'ROAD FOR 0.25 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU4054 ***********************************************************************
 KU4054  DESIGNATION -  ALPINE TELEVISION TOWER
 KU4054  PID         -  KU4054
 KU4054  STATE/COUNTY-  NJ/BERGEN
 KU4054  USGS QUAD   -  YONKERS (1979)
 KU4054
 KU4054                         *CURRENT SURVEY CONTROL
 KU4054  ___________________________________________________________________
 KU4054* NAD 83(1996)-  40 57 38.45975(N)    073 55 21.60450(W)     ADJUSTED  
 KU4054* NAVD 88     -                                                        
 KU4054  ___________________________________________________________________
 KU4054  LAPLACE CORR-           6.68  (seconds)                    DEFLEC99
 KU4054  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU4054
 KU4054  HORZ ORDER  -  THIRD
 KU4054
 KU4054.The horizontal coordinates were established by classical geodetic methods
 KU4054.and adjusted by the National Geodetic Survey in September 1999..
 KU4054
 KU4054
 KU4054.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4054
 KU4054.The geoid height was determined by GEOID03.
 KU4054
 KU4054;                    North         East     Units Scale Factor Converg.
 KU4054;SPC NJ       -   236,342.248   198,598.051   MT  0.99992906   +0 22 42.5
 KU4054;SPC NJ       -   775,399.53    651,567.11   sFT  0.99992906   +0 22 42.5
 KU4054;SPC NY E     -   236,342.248   198,598.051   MT  0.99992906   +0 22 42.5
 KU4054;SPC NY E     -   775,399.53    651,567.11   sFT  0.99992906   +0 22 42.5
 KU4054;UTM  18      - 4,534,951.324   590,659.859   MT  0.99970116   +0 42 22.6
 KU4054
 KU4054                          SUPERSEDED SURVEY CONTROL
 KU4054
 KU4054  NAD 83(1996)-  40 57 38.45975(N)    073 55 21.60450(W) AD(       ) 4
 KU4054  NAD 83(1996)-  40 57 38.46027(N)    073 55 21.60539(W) AD(       ) 4
 KU4054  NAD 83(1992)-  40 57 38.45876(N)    073 55 21.60633(W) AD(       ) 4
 KU4054  NAD 83(1986)-  40 57 38.46167(N)    073 55 21.60441(W) AD(       ) 4
 KU4054  NAD 27      -  40 57 38.10871(N)    073 55 23.11211(W) AD(       ) 3
 KU4054
 KU4054.Superseded values are not recommended for survey control.
 KU4054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4054.See file dsdata.txt to determine how the superseded data were derived.
 KU4054
 KU4054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9066034951(NAD 83)
 KU4054_MARKER: 43 = RADIO/TV TOWER
 KU4054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4054+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2005
 KU4054
 KU4054  HISTORY     - Date     Condition        Report By
 KU4054  HISTORY     - 1938     FIRST OBSERVED   CGS
 KU4054  HISTORY     - 1964     GOOD             CGS
 KU4054  HISTORY     - 19950915 GOOD             USPSQD
 KU4054  HISTORY     - 20051120 GOOD             GEOCAC
 KU4054
 KU4054                          STATION DESCRIPTION
 KU4054
 KU4054'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CFK)
 KU4054'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  NO
 KU4054'DESCRIPTIONS WERE AVAILABLE AT THIS TIME.  A NEW DESCRIPTION FOLLOWS--
 KU4054'
 KU4054'THE STATION IS THE CENTER OF THE TOP OF THE TOWER, LOCATED ABOUT 3
 KU4054'MILES SOUTH OF THE NEW YORK-NEW JERSEY STATE LINE, ABOUT 0.2 MILE
 KU4054'NORTH OF ALPINE NEW JERSEY.  IT IS A 4 LEGGED STEEL STRUCTURE
 KU4054'PAINTED IN ALTERNATE SECTIONS WITH INTERNATIONAL ORANGE AND WHITE,
 KU4054'WITH 3 LARGE WINGS NEAR THE TOP.  THE OVERALL HEIGHT IS 400 FEET.
 KU4054'IT IS OWNED BY THE COLUMBIA UNIVERSITY, AND IS LOCATED AT THE E.H.
 KU4054'ARMSTRONG ELECTRONICS RESEARCH FACILITIES.
 KU4054'
 KU4054'TO REACH FROM THE NEW JERSEY-NEW YORK STATE LINE, GO SOUTH ON U.S.
 KU4054'HIGHWAY 9W FOR 3.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 KU4054'WEST-NORTHWEST ON A SURFACED ROAD FOR 0.15 MILE TO A GUARDED GATE
 KU4054'AND THE STATION ON THE RIGHT.
 KU4054
 KU4054                          STATION RECOVERY (1995)
 KU4054
 KU4054'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU4054'RECOVERED IN GOOD CONDITION.
 KU4054
 KU4054                          STATION RECOVERY (2005)
 KU4054
 KU4054'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KU4054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5661 ***********************************************************************
 KV5661  DESIGNATION -  AMBLER
 KV5661  PID         -  KV5661
 KV5661  STATE/COUNTY-  NJ/BURLINGTON
 KV5661  USGS QUAD   -  BRISTOL (1981)
 KV5661
 KV5661                         *CURRENT SURVEY CONTROL
 KV5661  ___________________________________________________________________
 KV5661* NAD 83(1996)-  40 02 35.12994(N)    074 49 42.70565(W)     ADJUSTED  
 KV5661* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 KV5661  ___________________________________________________________________
 KV5661  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 KV5661  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KV5661
 KV5661  HORZ ORDER  -  FIRST
 KV5661
 KV5661.The horizontal coordinates were established by classical geodetic methods
 KV5661.and adjusted by the National Geodetic Survey in September 1999..
 KV5661
 KV5661.The orthometric height was scaled from a topographic map.
 KV5661
 KV5661.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5661
 KV5661.The geoid height was determined by GEOID03.
 KV5661
 KV5661;                    North         East     Units Scale Factor Converg.
 KV5661;SPC NJ       -   134,350.322   121,966.032   MT  0.99990967   -0 12 40.9
 KV5661;SPC NJ       -   440,781.01    400,150.22   sFT  0.99990967   -0 12 40.9
 KV5661;SPC PA S     -    82,931.216   849,269.459   MT  0.99998465   +1 53 43.5
 KV5661;SPC PA S     -   272,083.50  2,786,311.55   sFT  0.99998465   +1 53 43.5
 KV5661;UTM  18      - 4,432,554.070   514,627.483   MT  0.99960263   +0 06 37.1
 KV5661
 KV5661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5661!SPC NJ       -   1.00000063  x   0.99990967  =   0.99991030
 KV5661!SPC PA S     -   1.00000063  x   0.99998465  =   0.99998528
 KV5661!UTM  18      -   1.00000063  x   0.99960263  =   0.99960326
 KV5661
 KV5661|---------------------------------------------------------------------|
 KV5661| PID    Reference Object                     Distance      Geod. Az  |
 KV5661|                                                           dddmmss.s |
 KV5661| CB5643 AMBLER RM 2                          30.953 METERS 05542     |
 KV5661| KV5665 AMBLER 2                             62.292 METERS 12446     |
 KV5661| CB5353 MONUMENT 2866                                      1760830.2 |
 KV5661| KV5751 AIRWAY BEACON 70                    APPROX. 7.9 KM 3133414.8 |
 KV5661| CB5642 AMBLER RM 1                          57.345 METERS 34338     |
 KV5661|---------------------------------------------------------------------|
 KV5661
 KV5661                          SUPERSEDED SURVEY CONTROL
 KV5661
 KV5661  NAD 83(1986)-  40 02 35.12675(N)    074 49 42.70628(W) AD(       ) 1
 KV5661  NAD 27      -  40 02 34.72800(N)    074 49 44.11600(W) AD(       ) 1
 KV5661
 KV5661.Superseded values are not recommended for survey control.
 KV5661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5661.See file dsdata.txt to determine how the superseded data were derived.
 KV5661
 KV5661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1462732554(NAD 83)
 KV5661_MARKER: DS = TRIANGULATION STATION DISK
 KV5661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5661_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5661
 KV5661  HISTORY     - Date     Condition        Report By
 KV5661  HISTORY     - 1933     MONUMENTED       CGS
 KV5661  HISTORY     - 1936     GOOD             CGS
 KV5661  HISTORY     - 1937     MARK NOT FOUND   NJGS
 KV5661
 KV5661                          STATION DESCRIPTION
 KV5661
 KV5661'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5661'THIS STATION IS ON THE PROPERTY OF FRANK AMBLER, ALONG THE
 KV5661'BURLINGTON-MOUNT HOLLY HIGHWAY, ABOUT 3 MILES SE OF BURLINGTON
 KV5661'AND 4 MILES NW OF MOUNT HOLLY.
 KV5661'
 KV5661'TO REACH FROM BURLINGTON GO S ON BROAD STREET, MAIN STREET OF
 KV5661'TOWN, FROM THE RAILROAD STATION 0.45 MILE AND CROSS OVER
 KV5661'U.S. 130 AND KEEP MAIN HIGHWAY STRAIGHT AHEAD.  PROCEED 2.45 MILES
 KV5661'OR 0.35 MILE BEYOND A GREEN SIGN ON LEFT SIDE OF ROAD READING
 KV5661'WILKINSONS EXPERT TREE SURGEON AND TURN LEFT ONTO NARROW ROAD
 KV5661'JUST BEYOND A ROW OF THREE TALL CEDAR TREES ON NE SIDE OF
 KV5661'HIGHWAY.  THIS IS ALSO JUST BEYOND A SMALL YELLOW SHACK ON
 KV5661'SW SIDE OF HIGHWAY.  FOLLOW THIS LANE 0.15 MILE TO THE SECOND
 KV5661'AND LAST HOUSE ON THE RIGHT OWNED BY FRANK AMBLER.  CONTINUE ON
 KV5661'PAST HOUSE ABOUT 120 YARDS TO TOP OF KNOLL AND STATION.
 KV5661'THE MARK IS 15 FEET S OF LANE, 35 FEET W OF TENNIS COURT,
 KV5661'25 FEET E OF AN OLD GRAVEL PIT, 47 PACES E OF A VERY LARGE OAK
 KV5661'TREE AND PROJECTS 7 INCHES.
 KV5661'
 KV5661'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5661'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A, AND 11B.
 KV5661'
 KV5661'REFERENCE MARK NO.1 IS N OF THE STATION, AT EDGE OF FIELD
 KV5661'AND PROJECTS 7 INCHES.
 KV5661'
 KV5661'REFERENCE MARK NO.2 IS E OF THE STATION AT THE NE CORNER OF
 KV5661'THE TENNIS COURT AND PROJECTS 6 INCHES.
 KV5661'
 KV5661'THE AZIMUTH MARK IS ABOUT 0.3 MILE SE OF THE STATION, 21 FEET
 KV5661'W OF THE CENTER LINE OF THE BURLINGTON-MOUNT HOLLY HIGHWAY,
 KV5661'18 FEET S OF POWER POLE NO.177, ABOUT 100 FEET N OF A LARGE
 KV5661'WHITE HOUSE, ABOUT 250 FEET S OF A BRICK HOUSE, AT EDGE OF FIELD
 KV5661'AND PROJECTS 6 INCHES.
 KV5661'
 KV5661'A 90-FOOT TOWER WAS ERECTED.
 KV5661
 KV5661                          STATION RECOVERY (1936)
 KV5661
 KV5661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (PK)
 KV5661'ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 KV5661'
 KV5661'AZIMUTH MARK IS DESCRIBED AS BEING ON W SIDE OF
 KV5661'BURLINGTON-MOUNT HOLLY HIGHWAY BUT WAS FOUND ON E SIDE OF THIS ROAD.
 KV5661'
 KV5661'THIS STATION IS TO BE DESTROYED BY GRAVEL PIT OPERATIONS.
 KV5661
 KV5661                          STATION RECOVERY (1937)
 KV5661
 KV5661'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1937
 KV5661'THE AZIMUTH MARK, MONUMENT 2866, IS  A STANDARD U.S.C. AND G.S. DISK,
 KV5661'SET IN CONCRETE, ON THE E SIDE OF THE MOUNT HOLLY ROAD, 2.90 MILES
 KV5661'S OF STATE HIGHWAY 25 JUST S OF PS POLE 177-BT.
 KV5661'
 KV5661'THE MONUMENT IS 37.03 FEET SE OF A CENTER-PUNCH MARK IN
 KV5661'RAILROAD SPIKE IN THE CENTER LINE OF THE ROAD.  20.05 FEET E OF
 KV5661'CENTER-PUNCH MARK IN RAILROAD SPIKE IN CENTER LINE OF ROAD.  AND
 KV5661'38.04 FEET NE OF CENTER-PUNCH MARK IN A RAILROAD SPIKE IN SAME
 KV5661'ROAD.  COMPANION MONUMENT 5819 IS 1209.27 FEET NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5665 ***********************************************************************
 KV5665  DESIGNATION -  AMBLER 2
 KV5665  PID         -  KV5665
 KV5665  STATE/COUNTY-  NJ/BURLINGTON
 KV5665  USGS QUAD   -  BRISTOL (1981)
 KV5665
 KV5665                         *CURRENT SURVEY CONTROL
 KV5665  ___________________________________________________________________
 KV5665* NAD 83(1996)-  40 02 33.97822(N)    074 49 40.54705(W)     ADJUSTED  
 KV5665* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 KV5665  ___________________________________________________________________
 KV5665  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 KV5665  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KV5665
 KV5665  HORZ ORDER  -  SECOND
 KV5665
 KV5665.The horizontal coordinates were established by classical geodetic methods
 KV5665.and adjusted by the National Geodetic Survey in September 1999..
 KV5665
 KV5665.The orthometric height was scaled from a topographic map.
 KV5665
 KV5665.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5665
 KV5665.The geoid height was determined by GEOID03.
 KV5665
 KV5665;                    North         East     Units Scale Factor Converg.
 KV5665;SPC NJ       -   134,314.614   122,017.067   MT  0.99990964   -0 12 39.5
 KV5665;SPC NJ       -   440,663.86    400,317.66   sFT  0.99990964   -0 12 39.5
 KV5665;SPC PA S     -    82,897.406   849,321.776   MT  0.99998469   +1 53 44.9
 KV5665;SPC PA S     -   271,972.57  2,786,483.19   sFT  0.99998469   +1 53 44.9
 KV5665;UTM  18      - 4,432,518.660   514,678.702   MT  0.99960265   +0 06 38.5
 KV5665
 KV5665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5665!SPC NJ       -   1.00000032  x   0.99990964  =   0.99990996
 KV5665!SPC PA S     -   1.00000032  x   0.99998469  =   0.99998501
 KV5665!UTM  18      -   1.00000032  x   0.99960265  =   0.99960297
 KV5665
 KV5665|---------------------------------------------------------------------|
 KV5665| PID    Reference Object                     Distance      Geod. Az  |
 KV5665|                                                           dddmmss.s |
 KV5665| CB5645 AMBLER 2 RM 2                        53.648 METERS 05224     |
 KV5665| CS4356 BURLINGTON CENTER MALL CUPOLA                      12249     |
 KV5665| CB5353 MONUMENT 2866                                      1815947.5 |
 KV5665| CS4351 AMBLER 2 RM 3                        40.694 METERS 18910     |
 KV5665| KV6244 AMBLER 2 AZ MK 2                    367.953 METERS 19608     |
 KV5665| KV5661 AMBLER                               62.292 METERS 30446     |
 KV5665| CB5644 AMBLER 2 RM 1                       112.793 METERS 32322     |
 KV5665|---------------------------------------------------------------------|
 KV5665
 KV5665                          SUPERSEDED SURVEY CONTROL
 KV5665
 KV5665  NAD 83(1986)-  40 02 33.97504(N)    074 49 40.54769(W) AD(       ) 2
 KV5665  NAD 27      -  40 02 33.57600(N)    074 49 41.95700(W) AD(       ) 2
 KV5665
 KV5665.Superseded values are not recommended for survey control.
 KV5665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5665.See file dsdata.txt to determine how the superseded data were derived.
 KV5665
 KV5665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1467932519(NAD 83)
 KV5665_MARKER: DS = TRIANGULATION STATION DISK
 KV5665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV5665_STAMPING: AMBLER 2 1936
 KV5665_MARK LOGO: CGS   
 KV5665_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5665+STABILITY: SURFACE MOTION
 KV5665_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5665+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1990
 KV5665
 KV5665  HISTORY     - Date     Condition        Report By
 KV5665  HISTORY     - 1936     MONUMENTED       CGS
 KV5665  HISTORY     - 1964     GOOD             LOCENG
 KV5665  HISTORY     - 1984     GOOD             NGS
 KV5665  HISTORY     - 19900518 GOOD             NJGS
 KV5665
 KV5665                          STATION DESCRIPTION
 KV5665
 KV5665'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (PK)
 KV5665'THIS STATION IS ON PROPERTY OF THE HAINES FAMILY, ALONG THE
 KV5665'BURLINGTON-MOUNT HOLLY HIGHWAY, ABOUT 3 MILES SE OF BURLINGTON
 KV5665'AND 4 MILES NW OF MOUNT HOLLY.
 KV5665'
 KV5665'TO REACH THE STATION FROM BURLINGTON, GO S ON BROAD STREET,
 KV5665'FROM RAILROAD STATION 0.45 MILE AND CROSS OVER U.S. HIGHWAY
 KV5665'130 AND KEEP MAIN HIGHWAY STRAIGHT AHEAD.  PROCEED 2.45 MILES
 KV5665'OR 0.35 MILE BEYOND A GREEN SIGN ON LEFT SIDE OF ROAD READING
 KV5665'WILKINSONS EXPERT TREE SURGEON AND TURN LEFT ONTO NARROW ROAD
 KV5665'JUST BEYOND A ROW OF THREE TALL CEDAR TREES ON NE SIDE OF
 KV5665'HIGHWAY.  THIS IS ALSO JUST BEYOND A SMALL YELLOW SHACK ON THE
 KV5665'SW SIDE OF HIGHWAY.
 KV5665'
 KV5665'FOLLOW THIS LANE 0.15 MILE TO THE SECOND AND LAST HOUSE ON THE
 KV5665'RIGHT OWNED BY FRANK AMBLER.  CONTINUE ON PAST THE HOUSE ABOUT
 KV5665'350 FEET THEN TURN RIGHT 200 FEET TO FENCE AND BRUSH LINE.
 KV5665'
 KV5665'THE STATION MARK IS 3 FEET S OF FENCE LINE AND 12 FEET E OF
 KV5665'THE CORNER OF GRAVEL PIT AND PROJECTS ABOUT 4 INCHES, AND IS
 KV5665'STAMPED AMBLER 2 1936.
 KV5665'
 KV5665'REFERENCE MARK NO.1 IS NW OF THE STATION NEAR THE FENCE LINE
 KV5665'AND PROJECTS 7 INCHES.  THIS MARK IS REFERENCE MARK NO.1 AMBLER
 KV5665'1933 ON WHICH ARROW WAS CHANGED TO POINT TO AMBLER 2 1936 AND IS
 KV5665'STAMPED AMBLER 2 1936 NO.1.
 KV5665'
 KV5665'REFERENCE MARK NO.2 IS NE OF THE STATION AND ON THE SAME
 KV5665'FENCE LINE AS THE STATION, AND IS STAMPED AMBLER 2 1936 NO.2.
 KV5665'
 KV5665'AZIMUTH MARK IS ABOUT 0.3 MILE S OF THE STATION AND 21 FEET E
 KV5665'OF THE CENTER LINE OF THE HIGHWAY, 18 FEET S OF POWER POLE
 KV5665'NO.177, ABOUT 100 FEET N OF A LARGE WHITE HOUSE BELONGING TO
 KV5665'THE HAINES FAMILY, ABOUT 250 FEET S OF A BRICK HOUSE.  MARK IS
 KV5665'AT EDGE OF FIELD AND PROJECTS 6 INCHES.  THIS MARK WAS NOT
 KV5665'DISTURBED FROM ITS 1933 POSITION.
 KV5665'
 KV5665'A TARGET 10 FEET HIGH IS NECESSARY TO SIGHT AZIMUTH MARK FROM
 KV5665'STATION.
 KV5665
 KV5665                          STATION RECOVERY (1964)
 KV5665
 KV5665'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 KV5665'STATION RECOVERED BY TAYLOR, WISEMAN, TAYLOR AND SLEEPER,
 KV5665'ENGINEERING FIRM.
 KV5665'
 KV5665'MARK WAS LOCATED BY TURNING 90 DEG NE FROM THE CENTER LINE OF
 KV5665'THE BURLINGTON-MT HOLLY ROAD OPPOSITE MONUMENT NO 5819 AND
 KV5665'MEASURING 1017 FEET FROM THE CENTER LINE OF THE ROAD.  AMBLER 2
 KV5665'IS LOCATED ON A 4 FOOT WIDE RIDGE BETWEEN TWO GRAVEL PITS.  IT
 KV5665'WAS FOUND IN GOOD CONDITION.
 KV5665
 KV5665                          STATION RECOVERY (1984)
 KV5665
 KV5665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 KV5665'THE STATION WAS RECOVERED AT THIS DATE.
 KV5665'THE STATION MARK AND REFERENCE MARK TWO WERE RECOVERED AND FOUND IN
 KV5665'GOOD CONDITION.  REFERENCE MARK ONE AND THE AZIMUTH MARK WERE
 KV5665'SEARCHED FOR BUT NOT FOUND AND BELIEVED DESTROYED.  A NEW REFERENCE
 KV5665'MARK THREE AND A NEW AZIMUTH MARK TWO WERE ESTABLISHED.  A LONGER
 KV5665'DISTANCE OF 0.01 FT. WAS FOUND TO REFERENCE MARK TWO.
 KV5665'
 KV5665'THE STATION IS LOCATED ABOUT 25.7 KM(16 MI) NORTHEAST FROM CAMDEN,
 KV5665'6.5 KM(4 MI) NORTHWEST FROM MT. HOLLY, 4.75 KM(3 MI) SOUTHEAST FROM
 KV5665'BURLINGTON AND ON A NARROW STRIP OF LAND BETWEEN A GRAVEL PIT AND
 KV5665'THE SHOPPING MALL.
 KV5665'OWNERSHIP---BURLINGTON CENTER SHOPPING MALL, 2501 BURLINGTON MOUNT
 KV5665'HOLLY ROAD, BURLINGTON, N. J. 08016.
 KV5665'
 KV5665'TO REACH THE MARK FROM THE INTERSECTION OF I-295 AND COUNTY RT. 541
 KV5665'AT EXIT 47 NEAR BURLINGTON, GO SOUTHEAST ON COUNTY RT. 541 FOR 0.65
 KV5665'KM(0.4 MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEAST ON
 KV5665'COUNTY RT. 541 FOR 0.1 KM(0.05 MI) TO THE ENTRANCE TO THE
 KV5665'BURLINGTON CENTER MALL ON THE LEFT.  TURN LEFT AND GO NORTHEAST ON
 KV5665'A PAVED ROAD FOR 0.2 KM(0.1 MI) TO A T-INTERSECTION.  TURN LEFT AND
 KV5665'GO NORTHWEST THEN NORTHEAST ON A PAVED ROAD CIRCLING THE MALL
 KV5665'NARROW CUTBANK.
 KV5665'
 KV5665'THE STATION IS A STANDARD CGS DISK
 KV5665'STAMPED---AMBLER 2 1936---,
 KV5665'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5665'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5665'136.7 METERS (448.5 FT) NORTH FROM THE CENTER OF THE NORTH ENTRANCE
 KV5665'TO THE MALL,
 KV5665'13.6 METERS (44.5 FT) NORTH FROM THE MOST NORTH CURB OF A PARKING
 KV5665'AREA FOR THE MALL,
 KV5665'1.8 METERS (6.0 FT) SOUTH FROM THE NORTH SLOPE OF A HILL,
 KV5665'1.8 METERS (6.0 FT) EAST FROM A TRIPLE TRUNKED 12 INCH OAK TREE AND
 KV5665'1.3 METERS (4.3 FT) SOUTH-SOUTHWEST FROM A CARSONITE WITNSS POST.
 KV5665'
 KV5665'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK
 KV5665'STAMPED---AMBLER 2 NO 2 1936---,
 KV5665'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5665'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5665'29.6 METERS (97.0 FT) NORTH FROM THE MOST NORTH CURB OF THE PARKING
 KV5665'AREA FOR THE MALL,
 KV5665'2.7 METERS (8.8 FT) EAST FROM A 12 INCH OAK TREE,
 KV5665'0.9 METERS (2.9 FT) WEST FROM A CARSONITE WITNESS POST AND
 KV5665'0.6 METERS (2.0 FT) SOUTH FROM A STEEP BANK.
 KV5665'MARK IS 0.3 METERS ABOVE THE STATION.
 KV5665'
 KV5665'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK
 KV5665'STAMPED---AMBLER 2 1936 NO 3 1984---,
 KV5665'SET INTO A DRILL HOLE IN A 30 INCH CONCRETE LIGHT BASE IN MALL LOT,
 KV5665'0.25 CM IN DIAMETER FLUSH WITH THE GROUND.
 KV5665'39.6 METERS (130.0 FT) SOUTHWEST FROM THE CARSONITE WITNESS POST
 KV5665'NEAREST THE STATION MARK,
 KV5665'15.1 METERS (49.5 FT) SOUTH FROM THE MOST NORTH CURB OF THE PARKING
 KV5665'LOT,
 KV5665'9.9 METERS (32.5 FT) SOUTH FROM THE CENTER OF A MARKED DRIVE AND
 KV5665'0.2 METERS (0.5 FT) SOUTHEAST FROM THE SOUTHEAST SIDE OF THE
 KV5665'LIGHTPOLE.
 KV5665'MARK IS 2.4 METERS BELOW THE STATION.
 KV5665'
 KV5665'AZIMUTH MARK NO. 2 IS A STANDARD NGS DISK
 KV5665'STAMPED---AMBLER 2 AZIMUTH MARK 2---,
 KV5665'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5665'20 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5665'18.0 METERS (59.2 FT) SOUTHEAST FROM A POWERLINE POLE NUMBERED 172
 KV5665'BT LEV8012,
 KV5665'22.3 METERS (73.2 FT) NORTHWEST FROM A FIRE HYDRANT,
 KV5665'14.3 METERS (46.9 FT) SOUTHEAST FROM A CARSONITE WITNESS POST,
 KV5665'13.4 METERS (44.0 FT) NORTHEAST FROM THE CENTER OF COUNTY ROUTE 541
 KV5665'AND
 KV5665'93.1 METERS (305.3 FT) NORTHWEST FROM THE CENTER OF THE ENTRANCE TO
 KV5665'THE BURLINGTON CENTER MALL.
 KV5665'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 295 AND COUNTY
 KV5665'ROUTE 541 (EXIT 47) GO SOUTHEAST ON COUNTY ROUTE 541 FOR 0.65 KM
 KV5665'(0.4 MI) TO THE STATION ON LEFT.
 KV5665'THE UNDERGROUND MARK IS A STANDARD NJGS DISK
 KV5665'STAMPED---AMBLER 2 AZIMUTH MARK---,
 KV5665'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 KV5665'
 KV5665'THE BURLINGTON CENTER MALL HAS BEEN CONSTRUCTED JUST SOUTH OF THE
 KV5665'STATION MARK.
 KV5665'
 KV5665'DESCRIBED BY RALPH G. POUST.
 KV5665
 KV5665                          STATION RECOVERY (1990)
 KV5665
 KV5665'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV5665'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6244 ***********************************************************************
 KV6244  DESIGNATION -  AMBLER 2 AZ MK 2
 KV6244  PID         -  KV6244
 KV6244  STATE/COUNTY-  NJ/BURLINGTON
 KV6244  USGS QUAD   -  BRISTOL (1981)
 KV6244
 KV6244                         *CURRENT SURVEY CONTROL
 KV6244  ___________________________________________________________________
 KV6244* NAD 83(1996)-  40 02 22.51792(N)    074 49 44.85864(W)     ADJUSTED  
 KV6244* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 KV6244  ___________________________________________________________________
 KV6244  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 KV6244  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KV6244
 KV6244  HORZ ORDER  -  THIRD
 KV6244
 KV6244.The horizontal coordinates were established by classical geodetic methods
 KV6244.and adjusted by the National Geodetic Survey in September 1999..
 KV6244.No horizontal observational check was made to the station.
 KV6244
 KV6244.The orthometric height was scaled from a topographic map.
 KV6244
 KV6244.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6244
 KV6244.The geoid height was determined by GEOID03.
 KV6244
 KV6244;                    North         East     Units Scale Factor Converg.
 KV6244;SPC NJ       -   133,961.553   121,913.561   MT  0.99990971   -0 12 42.2
 KV6244;SPC NJ       -   439,505.53    399,978.07   sFT  0.99990971   -0 12 42.2
 KV6244;SPC PA S     -    82,540.752   849,231.313   MT  0.99998509   +1 53 42.2
 KV6244;SPC PA S     -   270,802.45  2,786,186.40   sFT  0.99998509   +1 53 42.2
 KV6244;UTM  18      - 4,432,165.133   514,577.211   MT  0.99960262   +0 06 35.7
 KV6244
 KV6244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6244!SPC NJ       -   1.00000175  x   0.99990971  =   0.99991146
 KV6244!SPC PA S     -   1.00000175  x   0.99998509  =   0.99998684
 KV6244!UTM  18      -   1.00000175  x   0.99960262  =   0.99960437
 KV6244
 KV6244                          SUPERSEDED SURVEY CONTROL
 KV6244
 KV6244  NAD 83(1986)-  40 02 22.51476(N)    074 49 44.85906(W) AD(       ) 3
 KV6244
 KV6244.Superseded values are not recommended for survey control.
 KV6244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6244.See file dsdata.txt to determine how the superseded data were derived.
 KV6244
 KV6244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1457732165(NAD 83)
 KV6244_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV6244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6244_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6244+STABILITY: SURFACE MOTION
 KV6244
 KV6244  HISTORY     - Date     Condition        Report By
 KV6244  HISTORY     - 1984     MONUMENTED       NGS
 KV6244
 KV6244                          STATION DESCRIPTION
 KV6244
 KV6244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 KV6244'THE STATION IS LOCATED ABOUT 25-3/4 KM(16 MI) NORTHEAST FROM
 KV6244'CAMDEN, 6-1/2 KM(4 MI) NORTHWEST FROM MOUNT HOLLY AND 4-3/4 KM(3
 KV6244'MI) SOUTHEAST FROM BURLINGTON.
 KV6244'OWNERSHIP---BURLINGTON COUNTY R.O.W..
 KV6244'
 KV6244'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 295 AND COUNTY
 KV6244'ROUTE 541(EXIT 47)GO SOUTHEAST ON COUNTY ROUTE 541 FOR 0.65 KM(0.4
 KV6244'MI) TO THE STATION ON THE LEFT.
 KV6244'
 KV6244'THE STATION IS A STANDARD NGS DISK
 KV6244'STAMPED---AMBLER 2 1936 NO 2 1984---,
 KV6244'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6244'20 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6244'18.0 METERS (59.2 FT) SOUTHEAST FROM A POWERLINE POLE NUMBERED 172
 KV6244'BT LEV8012,
 KV6244'22.3 METERS (73.2 FT) NORTHWEST FROM A FIRE HYDRANT,
 KV6244'14.3 METERS (46.9 FT) SOUTHEAST FROM A CARSONITE WITNESS POST,
 KV6244'13.4 METERS (44.0 FT) NORTHEAST FROM THE CENTER OF COUNTY ROUTE 541
 KV6244'AND
 KV6244'93.1 METERS (305.3 FT) NORTHWEST FROM THE CENTER OF
 KV6244'THE ENTRANCE TO THE BURLINGTON CENTER MALL.
 KV6244'THE UNDERGROUND MARK IS A STANDARD NJGS DISK
 KV6244'STAMPED---AMBLER 2 AZIMUTH MARK---,
 KV6244'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 KV6244'
 KV6244'DESCRIBED BY RALPH G POUST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5659 ***********************************************************************
 KV5659  DESIGNATION -  ANCHOR CL USE 1935
 KV5659  PID         -  KV5659
 KV5659  STATE/COUNTY-  NJ/BURLINGTON
 KV5659  USGS QUAD   -  BRISTOL (1981)
 KV5659
 KV5659                         *CURRENT SURVEY CONTROL
 KV5659  ___________________________________________________________________
 KV5659* NAD 83(1996)-  40 06 33.05091(N)    074 49 47.20091(W)     ADJUSTED  
 KV5659* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5659  ___________________________________________________________________
 KV5659  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 KV5659  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV5659
 KV5659  HORZ ORDER  -  SECOND
 KV5659
 KV5659.The horizontal coordinates were established by classical geodetic methods
 KV5659.and adjusted by the National Geodetic Survey in September 1999..
 KV5659
 KV5659.The orthometric height was scaled from a topographic map.
 KV5659
 KV5659.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5659
 KV5659.The geoid height was determined by GEOID03.
 KV5659
 KV5659;                    North         East     Units Scale Factor Converg.
 KV5659;SPC NJ       -   141,688.285   121,886.669   MT  0.99990973   -0 12 44.9
 KV5659;SPC NJ       -   464,855.65    399,889.85   sFT  0.99990973   -0 12 44.9
 KV5659;SPC PA S     -    90,261.822   848,920.347   MT  0.99997716   +1 53 40.6
 KV5659;SPC PA S     -   296,133.99  2,785,166.17   sFT  0.99997716   +1 53 40.6
 KV5659;UTM  18      - 4,439,889.218   514,506.932   MT  0.99960259   +0 06 34.8
 KV5659
 KV5659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5659!SPC NJ       -   1.00000490  x   0.99990973  =   0.99991462
 KV5659!SPC PA S     -   1.00000490  x   0.99997716  =   0.99998205
 KV5659!UTM  18      -   1.00000490  x   0.99960259  =   0.99960748
 KV5659
 KV5659                          SUPERSEDED SURVEY CONTROL
 KV5659
 KV5659  NAD 83(1986)-  40 06 33.05052(N)    074 49 47.20133(W) AD(       ) 2
 KV5659  NAD 27      -  40 06 32.65300(N)    074 49 48.61000(W) AD(       ) 2
 KV5659
 KV5659.Superseded values are not recommended for survey control.
 KV5659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5659.See file dsdata.txt to determine how the superseded data were derived.
 KV5659
 KV5659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1450739889(NAD 83)
 KV5659_MARKER: Z = SEE DESCRIPTION
 KV5659_SETTING: 0 = UNSPECIFIED SETTING
 KV5659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5659
 KV5659  HISTORY     - Date     Condition        Report By
 KV5659  HISTORY     - 1935     MONUMENTED       USE
 KV5659  HISTORY     - 1947     MARK NOT FOUND   CGS
 KV5659
 KV5659                          STATION DESCRIPTION
 KV5659
 KV5659'DESCRIBED BY US ENGINEERS 1935 (EBR)
 KV5659'THIS STATION IS 3.3 MILES NE OF BURLINGTON, ACROSS RIVER FROM
 KV5659'THE FLEETWING AIRCRAFT COMPANY, OF BRISTOL, PENNSYLVANIA, 150.80
 KV5659'FEET N OF INTERSECTION OF RIVER ROAD AND SCHUYLER FERRY ROAD,
 KV5659'13.50 FEET NW OF NW RAIL OF OLD TROLLEY TRACK, 9.60 FEET N OF A
 KV5659'RANGE ALONG THE N SIDE OF A HOUSE E OF RIVER ROAD.  A STANDARD
 KV5659'8-INCH GALVANIZED TOP USE MONUMENT FLUSH WITH FILL.
 KV5659'
 KV5659'POSITION DETERMINED BY TIE FROM STATION EAST.
 KV5659'
 KV5659'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV5659
 KV5659                          STATION RECOVERY (1947)
 KV5659
 KV5659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5659'STATION NOT RECOVERED AFTER A ONE HOUR SEARCH.  HOWEVER, THERE
 KV5659'IS NO REASON TO BELIEVE THAT THE STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2858 ***********************************************************************
 JU2858  DESIGNATION -  ANCHORAGE
 JU2858  PID         -  JU2858
 JU2858  STATE/COUNTY-  NJ/ATLANTIC
 JU2858  USGS QUAD   -  OCEAN CITY (1994)
 JU2858
 JU2858                         *CURRENT SURVEY CONTROL
 JU2858  ___________________________________________________________________
 JU2858* NAD 83(1996)-  39 18 12.39263(N)    074 34 14.21273(W)     ADJUSTED  
 JU2858* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU2858  ___________________________________________________________________
 JU2858  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 JU2858  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 JU2858
 JU2858  HORZ ORDER  -  THIRD
 JU2858
 JU2858.The horizontal coordinates were established by classical geodetic methods
 JU2858.and adjusted by the National Geodetic Survey in September 1999..
 JU2858
 JU2858.The orthometric height was scaled from a topographic map.
 JU2858
 JU2858.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2858
 JU2858.The geoid height was determined by GEOID03.
 JU2858
 JU2858;                    North         East     Units Scale Factor Converg.
 JU2858;SPC NJ       -    52,187.156   143,909.730   MT  0.99990046   -0 02 41.0
 JU2858;SPC NJ       -   171,217.36    472,143.84   sFT  0.99990046   -0 02 41.0
 JU2858;UTM  18      - 4,350,538.664   537,021.965   MT  0.99961688   +0 16 19.2
 JU2858
 JU2858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2858!SPC NJ       -   1.00000547  x   0.99990046  =   0.99990593
 JU2858!UTM  18      -   1.00000547  x   0.99961688  =   0.99962235
 JU2858
 JU2858|---------------------------------------------------------------------|
 JU2858| PID    Reference Object                     Distance      Geod. Az  |
 JU2858|                                                           dddmmss.s |
 JU2858| CB1177 ANCHORAGE RM 2                       18.122 METERS 04308     |
 JU2858| CB1176 ANCHORAGE RM 1                       22.160 METERS 27056     |
 JU2858| JU2855 MARSHALL RESET                      APPROX. 3.6 KM 3522512.0 |
 JU2858|---------------------------------------------------------------------|
 JU2858
 JU2858                          SUPERSEDED SURVEY CONTROL
 JU2858
 JU2858  NAD 83(1986)-  39 18 12.37848(N)    074 34 14.20922(W) AD(       ) 3
 JU2858  NAD 27      -  39 18 11.96300(N)    074 34 15.65400(W) AD(       ) 3
 JU2858
 JU2858.Superseded values are not recommended for survey control.
 JU2858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2858.See file dsdata.txt to determine how the superseded data were derived.
 JU2858
 JU2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3702250539(NAD 83)
 JU2858_MARKER: DS = TRIANGULATION STATION DISK
 JU2858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2858
 JU2858  HISTORY     - Date     Condition        Report By
 JU2858  HISTORY     - 1935     MONUMENTED       CGS
 JU2858  HISTORY     - 1937     GOOD             CGS
 JU2858  HISTORY     - 1950     SEE DESCRIPTION  CGS
 JU2858
 JU2858                          STATION DESCRIPTION
 JU2858
 JU2858'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2858'THIS INTERSECTION STATION IS STANDARD TRIANGULATION DISK SET IN
 JU2858'CONCRETE MONUMENT WHICH STANDS APPROXIMATELY 8 INCHES ABOVE THE
 JU2858'GROUND.  STATION IS LOCATED IN LOW BRUSH ON ANCHORAGE POINT 37.7
 JU2858'METERS FROM HIGH WATER LINE.
 JU2858'
 JU2858'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 JU2858'IN CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.  DISKS WERE STAMPED
 JU2858'ANCHORAGE 1935 AND REFERENCE MARKS STAMPED 1 AND 2 RESPECTIVELY.
 JU2858'
 JU2858'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 JU2858
 JU2858                          STATION RECOVERY (1937)
 JU2858
 JU2858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2858'THE STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 JU2858'CONDITION.  THE ORIGINAL DESCRIPTION WAS FOUND TO BE
 JU2858'COMPLETE.  ANCHORAGE POINT IS ON THE NORTHWEST SHORE OF BROAD
 JU2858'THOROFARE AND NORTHEAST SHORE OF SHIP CHANNEL.
 JU2858
 JU2858                          STATION RECOVERY (1950)
 JU2858
 JU2858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2858'STATION AND REFERENCE MARK 2 ARE DESTROYED.  THE MONUMENTS HAVE
 JU2858'CRUMBLED AWAY AND THE DISKS WERE NOT FOUND.  REFERENCE MARK 1 WAS
 JU2858'FOUND IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 JU2858'AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2812 ***********************************************************************
 LY2812  DESIGNATION -  ANDOVER CBL 0
 LY2812  PID         -  LY2812
 LY2812  STATE/COUNTY-  NJ/SUSSEX
 LY2812  USGS QUAD   -  NEWTON EAST (1971)
 LY2812
 LY2812                         *CURRENT SURVEY CONTROL
 LY2812  ___________________________________________________________________
 LY2812* NAD 83(1996)-  41 00 21.72987(N)    074 44 20.38595(W)     ADJUSTED  
 LY2812* NAVD 88     -       176.9    (meters)     580.     (feet)  GPS OBS   
 LY2812  ___________________________________________________________________
 LY2812  X           -   1,268,771.973 (meters)                     COMP
 LY2812  Y           -  -4,650,282.160 (meters)                     COMP
 LY2812  Z           -   4,163,023.671 (meters)                     COMP
 LY2812  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 LY2812  ELLIP HEIGHT-         144.16  (meters)          (10/23/02) GPS OBS
 LY2812  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 LY2812
 LY2812  HORZ ORDER  -  FIRST
 LY2812  ELLP ORDER  -  FOURTH    CLASS I
 LY2812
 LY2812.This mark is at Andover/aeroflex Airport (12N)
 LY2812
 LY2812.The horizontal coordinates were established by GPS observations
 LY2812.and adjusted by the National Geodetic Survey in May 1999..
 LY2812
 LY2812.The orthometric height was determined by GPS observations and a
 LY2812.high-resolution geoid model.
 LY2812
 LY2812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2812
 LY2812.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2812
 LY2812.The ellipsoidal height was determined by GPS observations
 LY2812.and is referenced to NAD 83.
 LY2812
 LY2812.The geoid height was determined by GEOID03.
 LY2812
 LY2812;                    North         East     Units Scale Factor Converg.
 LY2812;SPC NJ       -   241,245.339   129,895.856   MT  0.99990497   -0 09 24.5
 LY2812;SPC NJ       -   791,485.75    426,166.65   sFT  0.99990497   -0 09 24.5
 LY2812;UTM  18      - 4,539,459.926   521,948.836   MT  0.99960593   +0 10 16.5
 LY2812
 LY2812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2812!SPC NJ       -   0.99997739  x   0.99990497  =   0.99988236
 LY2812!UTM  18      -   0.99997739  x   0.99960593  =   0.99958333
 LY2812
 LY2812:                Primary Azimuth Mark                     Grid Az
 LY2812:SPC NJ       -  ANDOVER CBL 580                          021 37 44.9
 LY2812:UTM  18      -  ANDOVER CBL 580                          021 18 03.9
 LY2812
 LY2812|---------------------------------------------------------------------|
 LY2812| PID    Reference Object                     Distance      Geod. Az  |
 LY2812|                                                           dddmmss.s |
 LY2812| LY2813 ANDOVER CBL 580                     APPROX. 0.6 KM 0212820.4 |
 LY2812|---------------------------------------------------------------------|
 LY2812
 LY2812                          SUPERSEDED SURVEY CONTROL
 LY2812
 LY2812  NAD 83(1996)-  41 00 21.72933(N)    074 44 20.38664(W) AD(       ) 1
 LY2812  NAD 83(1986)-  41 00 21.72934(N)    074 44 20.38658(W) AD(       ) 1
 LY2812  NAD 83(1986)-  41 00 21.72849(N)    074 44 20.38814(W) AD(       ) 3
 LY2812  NAD 27      -  41 00 21.38087(N)    074 44 21.79958(W) AD(       ) 3
 LY2812  NGVD 29 (05/20/88)  177.1    (m)          581.     (f) GPS OBS        
 LY2812
 LY2812.Superseded values are not recommended for survey control.
 LY2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2812.See file dsdata.txt to determine how the superseded data were derived.
 LY2812
 LY2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2194939460(NAD 83)
 LY2812_MARKER: DQ = CALIBRATION BASE LINE DISK
 LY2812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2812_SP_SET: CONCRETE POST
 LY2812_STAMPING: 0 1979
 LY2812_MARK LOGO: NGS   
 LY2812_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2812+STABILITY: SURFACE MOTION
 LY2812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2812+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1993
 LY2812
 LY2812  HISTORY     - Date     Condition        Report By
 LY2812  HISTORY     - 1979     MONUMENTED       NJDT
 LY2812  HISTORY     - 19800102 GOOD             NGS
 LY2812  HISTORY     - 19870821 GOOD
 LY2812  HISTORY     - 19901113 GOOD             NGS
 LY2812  HISTORY     - 19920923 GOOD             NJGS
 LY2812  HISTORY     - 19930621 GOOD             NGS
 LY2812  HISTORY     - 19930923 GOOD
 LY2812
 LY2812                          STATION DESCRIPTION
 LY2812
 LY2812'DESCRIBED BY NJ DEPT OF TRANSP 1979
 LY2812'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 LY2812'EAST-SOUTHEAST OF SPRINGDALE,
 LY2812'2.6 KM (1.6 MI) NORTH OF ANDOVER,
 LY2812'3.4 KM (2.1 MI) NORTH-NORTHEAST OF BRIGHTON, ALONG THE EASTERN EDGE
 LY2812'OF THE GRASS RUNWAY WHICH IS PARALLEL TO THE PAVED RUNWAY ON THE
 LY2812'AEROFLEX-ANDOVER AIRPORT, WITHIN THE BOUNDARY OF THE
 LY2812'AEROFLEX-ANDOVER AIRPORT.
 LY2812'OWNERSHIP--MRS. BARBARA LORE, PHONE NUMBER (201)383-5629.
 LY2812'
 LY2812'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 206 AND
 LY2812'COUNTY ROAD 669 (LIMECREST ROAD) IN ANDOVER, GO EAST AND NORTH FOR
 LY2812'1.78 KM (1.1 MI) ON COUNTY ROAD 669 TO A GRAVEL ROAD LEFT AND A
 LY2812'SIGN MARKED--RUBICON ARABIANS--, TURN LEFT ACROSS RAILROAD TRACKS
 LY2812'AND GO NORTHWEST FOR 0.32 KM (0.2 MI) ON THE GRAVEL ROAD TO A
 LY2812'FLASHING RED LIGHT AND A SIGN MARKED--FULL STOP, WATCH FOR
 LY2812'APPROACHING AIRCRAFT--, ON THE LEFT.  CONTINUE STRAIGHT AHEAD AND
 LY2812'GO NORTH, WEST, AND SOUTH AROUND THE NORTHERN END OF A RUNWAY FOR
 LY2812'0.40 KM (0.25 MI) ON THE GRAVEL ROAD TO THE AEROFLEX-ANDOVER
 LY2812'AIRPORT AND A GATE.  CONTINUE STRAIGHT AHEAD, PASSING THROUGH GATE,
 LY2812'AND GO SOUTH-SOUTHWEST FOR 0.32 KM (0.2 MI) ON A PAVED RUNWAY TO
 LY2812'THE STATION ON THE LEFT NEAR THE END OF THE RUNWAY.
 LY2812'
 LY2812'THE STATION IS A STANDARD NGS DISK
 LY2812'STAMPED---0 1979---,
 LY2812'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LY2812'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LY2812'10.653 METERS (34.95 FT) WEST-NORTHWEST FROM A REFERENCE MARK NO. 1,
 LY2812'14.033 METERS (46.04 FT) NORTH-NORTHWEST FROM A REFERENCE MARK NO.
 LY2812'2,
 LY2812'7.13 METERS (23.4 FT) NORTHWEST FROM THE CENTERLINE OF A DIRT ROAD,
 LY2812'15 METERS (50 FT) EAST FROM THE EASTERN EDGE OF THE RUNWAY.
 LY2812'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LY2812'SET INTO AN IRREGULAR MASS OF CONCRETE.
 LY2812
 LY2812                          STATION RECOVERY (1980)
 LY2812
 LY2812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LY2812'A TAPE CALIBRATION MONUMENT IS SET 100 FEET FROM THE 580-METER POINT.
 LY2812'THE REDUCED MARK-TO-MARK DISTANCE IS 100.00 FEET.
 LY2812' 
 LY2812'THE BASE LINE IS LOCATED ABOUT 8.6 KM (5.3 MI) WEST-SOUTHWEST OF
 LY2812'SPARTA, 5.2 KM (3.2 MI) SOUTHEAST OF NEWTON, AND 1.5 KM (0.9 MI)
 LY2812'NORTH-NORTHEAST OF ANDOVER AT THE AEROFLEX-ANDOVER AIRPORT.  THE BASE
 LY2812'LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE EASTERN EDGE OF
 LY2812'A GRASS RUNWAY THAT PARALLELS THE MAIN MACADAM RUNWAY. NOTE ** MR.
 LY2812'JOHN FLINTZ, AIRPORT MANAGER, AEROFELX-ANDOVER AIRPORT, P.O. BOX 469,
 LY2812'ANDOVER, NJ 07821, MUST BE NOTIFIED 24-HOURS PRIOR TO WORK ON THE BASE
 LY2812'LINE AND CAN PROVIDE AIRPORT ACCESS INFORMATION.  TELEPHONE (201)
 LY2812'786-5100. **
 LY2812' 
 LY2812'THE BASE LINE IS A NORTH-NORTHEAST, SOUTH-SOUTHWEST LINE WITH THE
 LY2812'0-METER POINT ON THE SOUTH-SOUTHWEST END.  IT CONSISTS OF THE 0, 150,
 LY2812'300, AND 580 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION
 LY2812'LOCATED ON LINE AND SOUTH-SOUTHWEST OF THE 580-METER POINT. THE BASE
 LY2812'LINE STATIONS HAVE TWO REFERENCE MARKS AND ARE COVERED BY LARGE ORANGE
 LY2812'TRAFFIC CONES.
 LY2812' 
 LY2812'TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAY 206 (MAIN
 LY2812'STREET) AND COUNTY ROAD 517 (LENAPE ROAD), LOCATED IN DOWNTOWN
 LY2812'ANDOVER, GO NORTHERLY ON U.S. HIGHWAY 206 FOR 0.8 KM (0.5 MI) TO THE
 LY2812'INTERSECTION OF COUNTY ROAD 669 (LIMECREST ROAD) ON THE RIGHT.  TURN
 LY2812'RIGHT AND GO NORTHEASTERLY ON COUNTY ROAD 669 FOR 1.8 KM (1.1 MI) TO
 LY2812'THE INTERSECTION OF A GRAVEL ROAD ON THE LEFT AND WOODEN SIGN FOR THE
 LY2812'ANDOVER FLIGHT ACADEMY.  TURN LEFT AND GO WEST ON THE GRAVEL ROAD FOR
 LY2812'0.15 KM (0.09 MI) TO THE INTERSECTION OF A GRAVEL ROAD ON THE LEFT
 LY2812'LEADING TO AN AIRCRAFT PARKING AREA. TURN LEFT AND GO SOUTHERLY ON THE
 LY2812'GRAVEL ROAD FOR 0.23 KM (0.14 MI) TO THE INTERSECTION OF TWO PAVED
 LY2812'TAXIWAYS. TURN LEFT AND GO SOUTHERLY ACROSS THE PAVED TAXIWAY THEN
 LY2812'ONTO A TRACK ROAD FOR 0.3 KM (0.2 MI) TO THE 0-METER POINT ON THE
 LY2812'RIGHT.
 LY2812' 
 LY2812'THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 LY2812'STAMPED--0 1979--, SET IN THE TOP OF A 23 CM (9 IN) DIAMETER CONCRETE
 LY2812'POST PROJECTING 2.5 CM (1 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS
 LY2812'21.8 M (71.5 FT) EAST-SOUTHEAST OF THE EASTERN EDGE OF RUNWAY (3-21),
 LY2812'14.1 M (46.3 FT) NORTH OF REFERENCE MARK NO. 2, 10.7 M (35.1 FT) WEST
 LY2812'OF REFERENCE MARK NO. 1, 7.5 M (24.6 FT) WEST- NORTHWEST OF THE
 LY2812'CENTERLINE OF A TRACK ROAD, AND 0.2 M (0.7 FT) NORTHEAST OF A
 LY2812'FIBERGLASS WITNESS POST.
 LY2812' 
 LY2812'USER NOTES--CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 LY2812'ELEVATIONS ARE FOR CBL USE ONLY.  DRIVING ON THE RUNWAYS IS STRICTLY
 LY2812'PROHIBITED AND ALL AIRCRAFT HAVE THE RIGHT-OF-WAY.  THIS SITE DOES NOT
 LY2812'MEET CURRENT NGS SITE SPECIFICATIONS.  THIS CALIBRATION BASE LINE WAS
 LY2812'ESTABLISHED IN CONJUNCTION WITH THE NEW JERSEY GEODETIC CONTROL SURVEY
 LY2812'AND REMEASURED WITH ASSISTANCE FROM MR. IRVING KINNEY, JR. PLS, MEMBER
 LY2812'OF THE NORTH JERSEY CHAPTER OF THE NEW JERSEY SOCIETY OF PROFESSIONAL
 LY2812'LAND SURVEYORS.  FOR MORE INFORMATION PLEASE CONTACT MR. IRVING
 LY2812'KINNEY, JR. PLS, P.O. BOX 826, NEWTON, NJ 07860.  TELEPHONE (201)
 LY2812'383-5102.  OR CONTACT CHIEF SURVEYOR, NJ DEPARTMENT OF TRANSPORTATION,
 LY2812'GEODETIC SURVEY SECTION, CN600, 1035 PARKWAY AVENUE, TRENTON, NJ
 LY2812'08625. TELEPHONE (609) 530-3689.
 LY2812
 LY2812                          STATION RECOVERY (1987)
 LY2812
 LY2812'RECOVERED 1987
 LY2812'RECOVERED IN GOOD CONDITION.
 LY2812
 LY2812                          STATION RECOVERY (1990)
 LY2812
 LY2812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LY2812'THE STATION IS LOCATED 2.6 KM (1.6 MI) NORTH OF ANDOVER, 2.4 KM
 LY2812'(1.5 MI) EAST-SOUTHEAST OF SPRINGDALE, AT THE AEROFLEX-ANDOVER
 LY2812'AIRPORT NEAR THE SOUTHWEST END OF THE RUNWAY 21.  OWNERSHIP--MRS.
 LY2812'BARBARA LORE, PHONE 201-383-5629, AIRPORT MANAGER IS ALEX PLAZA,
 LY2812'PHONE 201-786-5100.
 LY2812'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 206 AND COUNTY
 LY2812'ROAD 669 (LIMECREST ROAD) IN ANDOVER (AT AN EXXON SERVICE STATION),
 LY2812'GO EAST-NORTHEASTERLY ON COUNTY ROAD 669 FOR 1.78 KM (1.11 MI) TO THE
 LY2812'AIRPORT ENTRANCE ROAD ON THE LEFT (A GRAVEL ROAD AT A SIGN--RUBICON
 LY2812'ARABIANS) TURN LEFT, NORTHWEST, ON THE ENTRANCE ROAD FOR 0.16 KM
 LY2812'(0.10 MI) TO THE JUNCTION OF A ROAD ON THE LEFT JUST PAST A METAL
 LY2812'GATE, TURN LEFT, SOUTHERLY, ON THE ROAD FOR 0.24 KM (0.15 MI) TO A
 LY2812'TAXIWAY, CONTINUE AHEAD ON THE TAXIWAY FOR ABOUT 0.08 KM (0.05 MI) TO
 LY2812'A DIRT ROAD, CONTINUE AHEAD ON THE DIRT ROAD FOR 0.16 KM (0.10 MI) TO
 LY2812'THE END OF RUNWAY 21 AND THE STATION ON THE RIGHT ABOUT 1.8 M
 LY2812'(5.9 FT) ABOVE THE ROAD.
 LY2812'THE STATION IS LOCATED 15.24 M (50.00 FT) EAST OF THE EAST EDGE OF THE
 LY2812'RUNWAY, 14.1 M (46.3 FT) NORTH-NORTHWEST OF RM 2, 10.7 M (35.1 FT)
 LY2812'WEST-NORTHWEST OF RM 1, 7.13 M (23.39 FT) NORTHWEST OF THE CENTER OF
 LY2812'THE DIRT ROAD AND 0.25 M (0.82 FT) SOUTH OF A FIBERGLASS WITNESS
 LY2812'POST.
 LY2812
 LY2812                          STATION RECOVERY (1992)
 LY2812
 LY2812'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 LY2812'THE STATION IS LOCATED IN ANDOVER TOWNSHIP WITHIN THE BOUNDARY OF THE
 LY2812'AEROFLEX ANDOVER AIRPORT.  PERMISSION TO OCCUPY THE STATION SHOULD BE
 LY2812'OBTAINED FROM MR. CHRIS ZEGLEN, AIRPORT MANAGER, PHONE  201 786 5100.
 LY2812'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 206 AND
 LY2812'COUNTY ROAD 669, LIMECREST ROAD, IN ANDOVER, GO EAST, THEN NORTH ON
 LY2812'COUNTY ROAD 669 FOR 1.1 MI (1.8 KM) TO A GRAVEL ROAD AND A SIGN ON
 LY2812'THE LEFT MARKED RUBICON ARABIANS.  TURN LEFT AND GO NORTHWEST ON THE
 LY2812'GRAVEL ROAD FOR 0.2 MI (0.3 KM) TO FLASHING RED LIGHT AND A SIGN
 LY2812'MARKED  FULL STOP, WATCH FOR APPROACHING AIRCRAFT  ON THE LEFT.
 LY2812'CONTINUE AHEAD AND BEAR LEFT AROUND THE NORTHERN END OF RUNWAY 21
 LY2812'AND GO SOUTH SOUTHWEST FOR 0.2 MI (0.3 KM) ON THE PAVED RUNWAY TO THE
 LY2812'STATION ON THE LEFT NEAR THE END OF THE RUNWAY 3.  THE STATION IS
 LY2812'35.0 FT (10.7 M) WEST NORTHWEST FROM REFERENCE MARK NUMBER 1, 46.0 FT
 LY2812'(14.0 M) NORTH NORTHWEST FROM REFERENCE MARK NUMBER 2, 23.4 FT
 LY2812'(7.1 M) NORTHWEST FROM THE CENTERLINE OF A DIRT ROAD AND 50 FT
 LY2812'(15.2 M) EAST FROM THE EASTERN EDGE OF THE RUNWAY.  THE STATION, A
 LY2812'STANDARD CALIBRATION BASELINE DISK, STAMPED 0 1979, IS SET IN THE TOP
 LY2812'OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
 LY2812
 LY2812                          STATION RECOVERY (1993)
 LY2812
 LY2812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (KM)
 LY2812'MARK IS A COMPONENT OF THE ANDOVER CALIBRATION BASE LINE LOCATED ABOUT
 LY2812'8.6 KM (5.3 MI) WEST-SOUTHWEST OF SPARTA, 5.2 KM (3.2 MI) SOUTHEAST OF
 LY2812'NEWTON, AND 1.5 KM (0.9 MI) NORTH-NORTHEAST OF ANDOVER AT THE
 LY2812'AEROFLEX-ANDOVER AIRPORT.  THE MARK IS LOCATED JUST EAST OF THE
 LY2812'SOUTHERN END OF RUNWAY (3-21) BETWEEN A GRASS-RUNWAY AND DIRT TRACK
 LY2812'ROAD ATOP A BERM.  QUAD NEWTON EAST. **NOTE  MR. JOHN FLINTZ, AIRPORT
 LY2812'MANAGER, AEROFELX-ANDOVER AIRPORT, P.O. BOX 469, ANDOVER, NJ 07821,
 LY2812'MUST BE NOTIFIED 24-HOURS PRIOR TO WORK AND CAN PROVIDE AIRPORT ACCESS
 LY2812'INFORMATION **. TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 206 (MAIN
 LY2812'STREET) AND COUNTY ROAD 517 (LENAPE ROAD), LOCATED IN DOWNTOWN
 LY2812'ANDOVER, GO NORTHERLY ON U.S. HIGHWAY 206 FOR 0.8 KM (0.5 MI) TO THE
 LY2812'INTERSECTION OF COUNTY ROAD 669 (LIMECREST ROAD) ON THE RIGHT.  TURN
 LY2812'RIGHT AND GO NORTHEASTERLY ON COUNTY ROAD 669 FOR 1.8 KM (1.1 MI) TO A
 LY2812'GRAVEL INTERSECTION ON THE LEFT AND A WOODEN SIGN FOR THE ANDOVER
 LY2812'FLIGHT ACADEMY.  TURN LEFT AND GO WEST ON THE GRAVEL ROAD FOR 0.15 KM
 LY2812'(0.09 MI) TO A GRAVEL INTERSECTION ON THE LEFT.  TURN LEFT AND GO
 LY2812'SOUTHERLY ON THE GRAVEL ROAD FOR 0.23 KM (0.14 MI) TO THE INTERSECTION
 LY2812'OF TWO PAVED TAXIWAYS.  TURN LEFT AND GO SOUTHERLY ACROSS THE PAVED
 LY2812'TAXIWAY THEN ONTO A GRAVEL TRACK ROAD FOR 0.3 KM (0.2 MI) TO THE MARK
 LY2812'ON THE RIGHT. MARK IS SET IN THE TOP OF A 23 CM (9 IN) DIAMETER
 LY2812'CONCRETE POST PROJECTING 2.5 CM (1 IN) ABOVE GROUND SURFACE. **NOTE AN
 LY2812'UNDERGROUND MARK IS SET BELOW THE STATION.  NO INFORMATION ABOUT DISK
 LY2812'TYPE OR MAGNETIC MATERIAL WAS AVAILABLE AT TIME OF RECOVERY**.  IT IS
 LY2812'21.8 M (71.5 FT) EAST-SOUTHEAST OF THE EASTERN EDGE OF RUNWAY (3-21),
 LY2812'14.1 M (46.3 FT) NORTH OF REFERENCE MARK NO. 2, 10.7 M (35.1 FT) WEST
 LY2812'OF REFERENCE MARK NO. 1, 7.5 M (24.6 FT) WEST-NORTHWEST OF THE
 LY2812'CENTERLINE OF A GRAVEL TRACK ROAD, AND 0.2 M (0.7 FT) NORTHEAST OF A
 LY2812'FBERGLASS WITNESS POST. **NOTE  THE MARK IS PROBABLY COVERED BY A
 LY2812'LARGE ORANGE TRAFFIC CONE AND DRIVING ON THE RUNWAYS IS STRICTLY
 LY2812'PROHIBITED.  ALL AIRCRAFT HAVE THE RIGHT-OF-WAY **. FOR MORE
 LY2812'INFORMATION CONTACT MR. IRVING KINNEY JR. PLS, P.O. BOX 826, NEWTON,
 LY2812'NJ 07860. CONTACT MR. BERNARD PUTZIGER, NJ DEPARTMENT OF
 LY2812'TRANSPORTATION, GEODETIC SURVEY SECTION, CN600, 1035 PARKWAY AVENUE,
 LY2812'TRENTON, NJ 08625. DESCRIBED BY KIRK MCCAULEY
 LY2812
 LY2812                          STATION RECOVERY (1993)
 LY2812
 LY2812'RECOVERED 1993
 LY2812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2813 ***********************************************************************
 LY2813  DESIGNATION -  ANDOVER CBL 580
 LY2813  PID         -  LY2813
 LY2813  STATE/COUNTY-  NJ/SUSSEX
 LY2813  USGS QUAD   -  NEWTON EAST (1971)
 LY2813
 LY2813                         *CURRENT SURVEY CONTROL
 LY2813  ___________________________________________________________________
 LY2813* NAD 83(1996)-  41 00 39.22642(N)    074 44 11.30010(W)     ADJUSTED  
 LY2813* NAVD 88     -       177.1    (meters)     581.     (feet)  GPS OBS   
 LY2813  ___________________________________________________________________
 LY2813  X           -   1,268,883.615 (meters)                     COMP
 LY2813  Y           -  -4,649,884.736 (meters)                     COMP
 LY2813  Z           -   4,163,431.106 (meters)                     COMP
 LY2813  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 LY2813  ELLIP HEIGHT-         144.36  (meters)          (10/23/02) GPS OBS
 LY2813  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 LY2813
 LY2813  HORZ ORDER  -  FIRST
 LY2813  ELLP ORDER  -  FOURTH    CLASS I
 LY2813
 LY2813.This mark is at Andover/aeroflex Airport (12N)
 LY2813
 LY2813.The horizontal coordinates were established by GPS observations
 LY2813.and adjusted by the National Geodetic Survey in May 1999..
 LY2813
 LY2813.The orthometric height was determined by GPS observations and a
 LY2813.high-resolution geoid model.
 LY2813
 LY2813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2813
 LY2813.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2813
 LY2813.The ellipsoidal height was determined by GPS observations
 LY2813.and is referenced to NAD 83.
 LY2813
 LY2813.The geoid height was determined by GEOID03.
 LY2813
 LY2813;                    North         East     Units Scale Factor Converg.
 LY2813;SPC NJ       -   241,784.448   130,109.622   MT  0.99990487   -0 09 18.6
 LY2813;SPC NJ       -   793,254.48    426,867.98   sFT  0.99990487   -0 09 18.6
 LY2813;UTM  18      - 4,540,000.088   522,159.448   MT  0.99960604   +0 10 22.5
 LY2813
 LY2813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2813!SPC NJ       -   0.99997736  x   0.99990487  =   0.99988223
 LY2813!UTM  18      -   0.99997736  x   0.99960604  =   0.99958341
 LY2813
 LY2813:                Primary Azimuth Mark                     Grid Az
 LY2813:SPC NJ       -  ANDOVER CBL 0                            201 37 45.0
 LY2813:UTM  18      -  ANDOVER CBL 0                            201 18 03.9
 LY2813
 LY2813|---------------------------------------------------------------------|
 LY2813| PID    Reference Object                     Distance      Geod. Az  |
 LY2813|                                                           dddmmss.s |
 LY2813| LY2812 ANDOVER CBL 0                       APPROX. 0.6 KM 2012826.4 |
 LY2813|---------------------------------------------------------------------|
 LY2813
 LY2813                          SUPERSEDED SURVEY CONTROL
 LY2813
 LY2813  NAD 83(1996)-  41 00 39.22589(N)    074 44 11.30077(W) AD(       ) 1
 LY2813  NAD 83(1986)-  41 00 39.22591(N)    074 44 11.30071(W) AD(       ) 1
 LY2813  NAD 83(1986)-  41 00 39.22493(N)    074 44 11.30207(W) AD(       ) 3
 LY2813  NAD 27      -  41 00 38.87751(N)    074 44 12.71387(W) AD(       ) 3
 LY2813  NGVD 29 (05/20/88)  177.3    (m)          582.     (f) GPS OBS        
 LY2813
 LY2813.Superseded values are not recommended for survey control.
 LY2813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2813.See file dsdata.txt to determine how the superseded data were derived.
 LY2813
 LY2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2215940000(NAD 83)
 LY2813_MARKER: DQ = CALIBRATION BASE LINE DISK
 LY2813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2813_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2813+STABILITY: SURFACE MOTION
 LY2813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2813+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1993
 LY2813
 LY2813  HISTORY     - Date     Condition        Report By
 LY2813  HISTORY     - 1979     MONUMENTED       NJDT
 LY2813  HISTORY     - 19800102 GOOD             NGS
 LY2813  HISTORY     - 19870821 GOOD
 LY2813  HISTORY     - 19880722 GOOD             NGS
 LY2813  HISTORY     - 19930621 GOOD             NGS
 LY2813  HISTORY     - 19930914 GOOD             NJGS
 LY2813  HISTORY     - 20060306 POOR             AASCO
 LY2813
 LY2813                          STATION DESCRIPTION
 LY2813
 LY2813'DESCRIBED BY NJ DEPT OF TRANSP 1979
 LY2813'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 LY2813'EAST-SOUTHEAST OF SPRINGDALE,
 LY2813'2.6 KM (1.6 MI) NORTH OF ANDOVER,
 LY2813'3.4 KM (2.1 MI) NORTH-NORTHEAST OF BRIGHTON, ALONG THE EASTERN EDGE
 LY2813'OF THE GRASS RUNWAY WHICH IS PARALLEL TO THE PAVED RUNWAY ON THE
 LY2813'AEROFLEX-ANDOVER AIRPORT, WITHIN THE BOUNDARY OF THE
 LY2813'AEROFLEX-ANDOVER AIRPORT.
 LY2813'OWNERSHIP--MRS. BARBARA LORE, PHONE NUMBER (201)383-5629.
 LY2813'
 LY2813'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 206 AND
 LY2813'COUNTY ROAD 669 (LIMECREST ROAD) IN ANDOVER, GO EAST AND NORTH FOR
 LY2813'1.78 KM (1.1 MI) ON COUNTY ROAD 669 TO A GRAVEL ROAD LEFT AND A
 LY2813'SIGN MARKED--RUBICON ARABIANS--.  TURN LEFT ACROSS RAILROAD TRACKS
 LY2813'AND GO NORTHWEST FOR 0.32 KM (0.2 MI) ON THE GRAVEL ROAD TO A
 LY2813'FLASHING RED LIGHT AND A SIGN MARKED--FULL STOP, WATCH FOR
 LY2813'APPROACHING AIRCRAFT--, AND THE STATION ON THE LEFT.
 LY2813'
 LY2813'THE STATION IS A STANDARD NGS DISK
 LY2813'STAMPED---580 1979---,
 LY2813'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LY2813'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LY2813'7.6 METERS (25 FT) NORTH FROM THE RED LIGHT AND SIGN, 6.614 METERS
 LY2813'(21.7 FT) NORTH FROM A REFERENCE MARK NO. 1, 30.5 METERS (100 FT)
 LY2813'NORTHEAST FROM A REFERENCE MARK NO. 2, 33.22 METERS (109.0 FT) NORTH
 LY2813'FROM THE NORTH CORNER OF A TWO STORY WOODEN BUILDING, 6.4 METERS
 LY2813'(21.0 FT) WEST FROM THE CENTERLINE OF A GRAVEL ROAD.
 LY2813'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LY2813'SET INTO AN IRREGULAR MASS OF CONCRETE.
 LY2813
 LY2813                          STATION RECOVERY (1980)
 LY2813
 LY2813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LY2813'A TAPE CALIBRATION MONUMENT IS SET 100 FEET FROM THE 580-METER POINT.
 LY2813'THE REDUCED MARK-TO-MARK DISTANCE IS 100.00 FEET.
 LY2813' 
 LY2813'THE BASE LINE IS LOCATED ABOUT 8.6 KM (5.3 MI) WEST-SOUTHWEST OF
 LY2813'SPARTA, 5.2 KM (3.2 MI) SOUTHEAST OF NEWTON, AND 1.5 KM (0.9 MI)
 LY2813'NORTH-NORTHEAST OF ANDOVER AT THE AEROFLEX-ANDOVER AIRPORT.  THE BASE
 LY2813'LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE EASTERN EDGE OF
 LY2813'A GRASS RUNWAY THAT PARALLELS THE MAIN MACADAM RUNWAY. NOTE ** MR.
 LY2813'JOHN FLINTZ, AIRPORT MANAGER, AEROFELX-ANDOVER AIRPORT, P.O. BOX 469,
 LY2813'ANDOVER, NJ 07821, MUST BE NOTIFIED 24-HOURS PRIOR TO WORK ON THE BASE
 LY2813'LINE AND CAN PROVIDE AIRPORT ACCESS INFORMATION.  TELEPHONE (201)
 LY2813'786-5100. **
 LY2813' 
 LY2813'THE BASE LINE IS A NORTH-NORTHEAST, SOUTH-SOUTHWEST LINE WITH THE
 LY2813'0-METER POINT ON THE SOUTH-SOUTHWEST END.  IT CONSISTS OF THE 0, 150,
 LY2813'300, AND 580 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION
 LY2813'LOCATED ON LINE AND SOUTH-SOUTHWEST OF THE 580-METER POINT. THE BASE
 LY2813'LINE STATIONS HAVE TWO REFERENCE MARKS AND ARE COVERED BY LARGE ORANGE
 LY2813'TRAFFIC CONES.
 LY2813' 
 LY2813'TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAY 206 (MAIN
 LY2813'STREET) AND COUNTY ROAD 517 (LENAPE ROAD), LOCATED IN DOWNTOWN
 LY2813'ANDOVER, GO NORTHERLY ON U.S. HIGHWAY 206 FOR 0.8 KM (0.5 MI) TO THE
 LY2813'INTERSECTION OF COUNTY ROAD 669 (LIMECREST ROAD) ON THE RIGHT.  TURN
 LY2813'RIGHT AND GO NORTHEASTERLY ON COUNTY ROAD 669 FOR 1.8 KM (1.1 MI) TO
 LY2813'THE INTERSECTION OF A GRAVEL ROAD ON THE LEFT AND WOODEN SIGN FOR THE
 LY2813'ANDOVER FLIGHT ACADEMY.  TURN LEFT AND GO WEST ON THE GRAVEL ROAD FOR
 LY2813'0.15 KM (0.09 MI) TO THE INTERSECTION OF A GRAVEL ROAD ON THE LEFT
 LY2813'LEADING TO AN AIRCRAFT PARKING AREA. TURN LEFT AND GO SOUTHERLY ON THE
 LY2813'GRAVEL ROAD FOR 0.23 KM (0.14 MI) TO THE INTERSECTION OF TWO PAVED
 LY2813'TAXIWAYS. TURN LEFT AND GO SOUTHERLY ACROSS THE PAVED TAXIWAY THEN
 LY2813'ONTO A TRACK ROAD FOR 0.3 KM (0.2 MI) TO THE 0-METER POINT ON THE
 LY2813'RIGHT.
 LY2813'THE 580-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 LY2813'STAMPED--580 1979--, SET IN THE TOP OF A 25 CM (10 IN) DIAMETER
 LY2813'CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND.
 LY2813'IT IS 30.5 M (100.1 FT) NORTH-NORTHEAST OF REFERENCE MARK NO. 2, 22.9
 LY2813'M (75.1 FT) EAST-SOUTHEAST OF THE EASTERN EDGE OF RUNWAY (3-21), 6.5 M
 LY2813'(21.3 FT) NORTH-NORTHWEST OF A RUNWAY APPROACH STOP SIGNAL, AND 6.0 M
 LY2813'(19.7 FT) WEST OF THE CENTERLINE OF A GRAVEL ROAD.
 LY2813' 
 LY2813'USER NOTES--CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 LY2813'ELEVATIONS ARE FOR CBL USE ONLY.  DRIVING ON THE RUNWAYS IS STRICTLY
 LY2813'PROHIBITED AND ALL AIRCRAFT HAVE THE RIGHT-OF-WAY.  THIS SITE DOES NOT
 LY2813'MEET CURRENT NGS SITE SPECIFICATIONS.  THIS CALIBRATION BASE LINE WAS
 LY2813'ESTABLISHED IN CONJUNCTION WITH THE NEW JERSEY GEODETIC CONTROL SURVEY
 LY2813'AND REMEASURED WITH ASSISTANCE FROM MR. IRVING KINNEY, JR. PLS, MEMBER
 LY2813'OF THE NORTH JERSEY CHAPTER OF THE NEW JERSEY SOCIETY OF PROFESSIONAL
 LY2813'LAND SURVEYORS.  FOR MORE INFORMATION PLEASE CONTACT MR. IRVING
 LY2813'KINNEY, JR. PLS, P.O. BOX 826, NEWTON, NJ 07860.  TELEPHONE (201)
 LY2813'383-5102.  OR CONTACT CHIEF SURVEYOR, NJ DEPARTMENT OF TRANSPORTATION,
 LY2813'GEODETIC SURVEY SECTION, CN600, 1035 PARKWAY AVENUE, TRENTON, NJ
 LY2813'08625. TELEPHONE (609) 530-3689.
 LY2813
 LY2813                          STATION RECOVERY (1987)
 LY2813
 LY2813'RECOVERED 1987
 LY2813'RECOVERED IN GOOD CONDITION.
 LY2813
 LY2813                          STATION RECOVERY (1988)
 LY2813
 LY2813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LY2813'RECOVERED IN GOOD CONDITION.
 LY2813
 LY2813                          STATION RECOVERY (1993)
 LY2813
 LY2813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (KM)
 LY2813'MARK IS A COMPONENT OF THE ANDOVER CALIBRATION BASE LINE LOCATED ABOUT
 LY2813'8.6 KM (5.3 MI) WEST-SOUTHWEST OF SPARTA, 5.2 KM (3.2 MI) SOUTHEAST OF
 LY2813'NEWTON, AND 1.5 KM (0.9 MI) NORTH-NORTHEAST OF ANDOVER AT THE
 LY2813'AEROFLEX-ANDOVER AIRPORT.  THE MARK IS LOCATED NEAR THE NORTHERN END
 LY2813'OF RUNWAY (3-21) NEAR A GRAVEL ROAD AND RUNWAY APPROACH STOP SIGNAL.
 LY2813'QUAD NEWTON EAST. **NOTE  MR. JOHN FLINTZ, AIRPORT MANAGER,
 LY2813'AEROFELX-ANDOVER AIRPORT, P.O. BOX 469, ANDOVER, NJ 07821, MUST BE
 LY2813'NOTIFIED 24-HOURS PRIOR TO WORK AND CAN PROVIDE AIRPORT ACCESS
 LY2813'INFORMATION **. TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 206 (MAIN
 LY2813'STREET) AND COUNTY ROAD 517 (LENAPE ROAD), LOCATED IN DOWNTOWN
 LY2813'ANDOVER, GO NORTHERLY ON U.S. HIGHWAY 206 FOR 0.8 KM (0.5 MI) TO THE
 LY2813'INTERSECTION OF COUNTY ROAD 669 (LIMECREST ROAD) ON THE RIGHT.  TURN
 LY2813'RIGHT AND GO NORTHEASTERLY ON COUNTY ROAD 669 FOR 1.8 KM (1.1 MI) TO A
 LY2813'GRAVEL INTERSECTION ON THE LEFT AND A WOODEN SIGN FOR THE ANDOVER
 LY2813'FLIGHT ACADEMY.  TURN LEFT AND GO WEST ON THE GRAVEL ROAD FOR 0.31 KM
 LY2813'(0.19 MI) TO THE MARK ON THE LEFT NEAR THE NORTHERN END OF RUNWAY
 LY2813'(3-21). MARK IS SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE
 LY2813'POST PROJECTING 5 CM (2 IN) ABOVE GROUND SURFACE.  **NOTE THERE IS AN
 LY2813'UNDERGROUND MARK SET BELOW THE STATION.  NO INFORMATION WAS AVAILABLE
 LY2813'ABOUT DISK TYPE OR MAGNETIC MATERIAL AT TIME OF RECOVERY**. IT IS 30.5
 LY2813'M (100.1 FT) NORTH-NORTHWEST OF REFERENCE MARK NO. 2, 22.9 M (75.1 FT)
 LY2813'EAST-SOUTHEAST OF THE EASTERN EDGE OF RUNWAY (3-21), 6.5 M (21.3 FT)
 LY2813'NORTH-NORTHWEST OF A RUNWAY APPROACH SIGNAL, AND 6.0 M (19.7 FT) WEST
 LY2813'OF THE CENTERLINE OF A GRAVEL ROAD. **NOTE  THE MARK IS PROBABLY
 LY2813'COVERED BY A LARGE ORANGE TRAFFIC CONE AND DRIVING ON THE RUNWAYS IS
 LY2813'STRICTLY PROHIBITED.  ALL AIRCRAFT HAVE THE RIGHT-OF-WAY **. FOR MORE
 LY2813'INFORMATION CONTACT MR. IRVING KINNEY JR. PLS, P.O. BOX 826, NEWTON,
 LY2813'NJ 07860, OR CONTACT MR. BERNARD PUTZIGER, NJ DEPARTMENT OF
 LY2813'TRANSPORTATION, GEODETIC SURVEY SECTION, CN600, 1035 PARKWAY AVENUE,
 LY2813'TRENTON, NJ 08625. DESCRIBED BY KIRK MCCAULEY
 LY2813
 LY2813                          STATION RECOVERY (1993)
 LY2813
 LY2813'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 LY2813'THE STATION IS LOCATED IN ANDOVER TOWNSHIP WITHIN THE BOUNDARY OF THE
 LY2813'AEROFLEX ANDOVER AIRPORT.  PERMISSION TO OCCUPY THE STATION SHOULD BE
 LY2813'OBTAINED FROM MR. CHRIS ZEGLEN, AIRPORT MANAGER, PHONE  908 786 5100.
 LY2813'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 206 AND
 LY2813'COUNTY ROAD 669, LIMECREST ROAD, IN ANDOVER, GO EAST, THEN NORTH ON
 LY2813'COUNTY ROAD 669 FOR 1.1 MI (1.8 KM) TO A GRAVEL ROAD AND A SIGN ON
 LY2813'THE LEFT MARKED RUBICON ARABIANS.  TURN LEFT AND GO NORTHWEST ON THE
 LY2813'GRAVEL ROAD FOR 0.2 MI (0.3 KM) TO A FLASHING RED LIGHT AND A SIGN
 LY2813'MARKED  FULL STOP, WATCH FOR APPROACHING AIRCRAFT  AND THE STATION ON
 LY2813'THE LEFT.  THE STATION IS 25.0 FT (7.6 M) NORTH FROM THE RED FLASHING
 LY2813'LIGHT AND SIGN, 21.7 FT (6.6 M) NORTH FROM REFERENCE MARK NUMBER 1,
 LY2813'100.0 FT (30.5 M) NORTHEAST FROM REFERENCE MARK NUMBER 2, 109.0 FT
 LY2813'(33.2 M) NORTH FROM THE NORTH CORNER OF A TWO STORY WOOD BUILDING AND
 LY2813'21.0 FT (6.4 M) WEST FROM THE CENTERLINE OF THE GRAVEL ROAD.  THE
 LY2813'STATION, A STANDARD CALIBRATION BASELINE DISK, STAMPED 580 1979, IS
 LY2813'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LY2813'GROUND.
 LY2813
 LY2813                          STATION RECOVERY (2006)
 LY2813
 LY2813'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (JAL)
 LY2813'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5791 ***********************************************************************
 KV5791  DESIGNATION -  ANDOVER MUNICIPAL TANK
 KV5791  PID         -  KV5791
 KV5791  STATE/COUNTY-  NJ/SUSSEX
 KV5791  USGS QUAD   -  STANHOPE (1981)
 KV5791
 KV5791                         *CURRENT SURVEY CONTROL
 KV5791  ___________________________________________________________________
 KV5791* NAD 83(1996)-  40 59 05.88802(N)    074 44 48.89913(W)     ADJUSTED  
 KV5791* NAVD 88     -                                                        
 KV5791  ___________________________________________________________________
 KV5791  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 KV5791  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV5791
 KV5791  HORZ ORDER  -  THIRD
 KV5791
 KV5791.The horizontal coordinates were established by classical geodetic methods
 KV5791.and adjusted by the National Geodetic Survey in September 1999..
 KV5791
 KV5791
 KV5791.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5791
 KV5791.The geoid height was determined by GEOID03.
 KV5791
 KV5791;                    North         East     Units Scale Factor Converg.
 KV5791;SPC NJ       -   238,907.833   129,222.991   MT  0.99990531   -0 09 43.0
 KV5791;SPC NJ       -   783,816.78    423,959.10   sFT  0.99990531   -0 09 43.0
 KV5791;SPC PA S     -   187,691.648   852,674.419   MT  1.00000293   +1 56 54.2
 KV5791;SPC PA S     -   615,785.02  2,797,482.66   sFT  1.00000293   +1 56 54.2
 KV5791;UTM  18      - 4,537,119.307   521,289.561   MT  0.99960558   +0 09 57.6
 KV5791
 KV5791                          SUPERSEDED SURVEY CONTROL
 KV5791
 KV5791  NAD 83(1986)-  40 59 05.88749(N)    074 44 48.90061(W) AD(       ) 4
 KV5791  NAD 27      -  40 59 05.53400(N)    074 44 50.30800(W) AD(       ) 3
 KV5791
 KV5791.Superseded values are not recommended for survey control.
 KV5791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5791.See file dsdata.txt to determine how the superseded data were derived.
 KV5791
 KV5791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2129037119(NAD 83)
 KV5791_MARKER: 53 = ELEVATED TANK
 KV5791
 KV5791  HISTORY     - Date     Condition        Report By
 KV5791  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV5791  HISTORY     - 1959     GOOD             CGS
 KV5791  HISTORY     - 20031201 GOOD             GEOCAC
 KV5791
 KV5791                          STATION DESCRIPTION
 KV5791
 KV5791'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV5791'THIS INTERSECTION STATION IS THE MUNICIPAL WATER TANK WHICH IS
 KV5791'ON THE WESTERN OUTSKIRTS OF THE TOWN OF ANDOVER.  IT IS A SLENDER
 KV5791'ALUMINUM COLORED WATER TANK SET ON A 4-LEGGED STEEL STRUCTURE
 KV5791'ABOUT 80 FEET HIGH.  THE BALL AT THE APEX OF THE TANK WAS THE
 KV5791'POINT OBSERVED UPON.
 KV5791
 KV5791                          STATION RECOVERY (1959)
 KV5791
 KV5791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 KV5791'INTERSECTION STATION RECOVERED AS DESCRIBED.  DESCRIPTION
 KV5791'ADEQUATE AND CORRECT.
 KV5791
 KV5791                          STATION RECOVERY (2003)
 KV5791
 KV5791'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 KV5791'TANK IS CURRENTLY PAINTED BLUISH-GREEN, NOT ALUMINUM-COLORED AS STATED
 KV5791'IN THE 1942 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5322 ***********************************************************************
 KV5322  DESIGNATION -  ANHEUSER BUSCH RED STACK
 KV5322  PID         -  KV5322
 KV5322  STATE/COUNTY-  NJ/MIDDLESEX
 KV5322  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5322
 KV5322                         *CURRENT SURVEY CONTROL
 KV5322  ___________________________________________________________________
 KV5322* NAD 83(1996)-  40 24 32.25480(N)    074 22 13.46436(W)     ADJUSTED  
 KV5322* NAVD 88     -                                                        
 KV5322  ___________________________________________________________________
 KV5322  LAPLACE CORR-           5.01  (seconds)                    DEFLEC99
 KV5322  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KV5322
 KV5322  HORZ ORDER  -  THIRD
 KV5322
 KV5322.The horizontal coordinates were established by classical geodetic methods
 KV5322.and adjusted by the National Geodetic Survey in September 1999..
 KV5322
 KV5322
 KV5322.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5322
 KV5322.The geoid height was determined by GEOID03.
 KV5322
 KV5322;                    North         East     Units Scale Factor Converg.
 KV5322;SPC NJ       -   174,928.225   160,999.066   MT  0.99990149   +0 05 02.4
 KV5322;SPC NJ       -   573,910.35    528,211.10   sFT  0.99990149   +0 05 02.4
 KV5322;UTM  18      - 4,473,339.613   553,420.086   MT  0.99963513   +0 24 29.3
 KV5322
 KV5322                          SUPERSEDED SURVEY CONTROL
 KV5322
 KV5322  NAD 83(1986)-  40 24 32.25369(N)    074 22 13.46555(W) AD(       ) 4
 KV5322  NAD 27      -  40 24 31.87800(N)    074 22 14.92600(W) AD(       ) 3
 KV5322
 KV5322.Superseded values are not recommended for survey control.
 KV5322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5322.See file dsdata.txt to determine how the superseded data were derived.
 KV5322
 KV5322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5342073340(NAD 83)
 KV5322_MARKER: 63 = STACK
 KV5322
 KV5322  HISTORY     - Date     Condition        Report By
 KV5322  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5322
 KV5322                          STATION DESCRIPTION
 KV5322
 KV5322'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5323 ***********************************************************************
 KV5323  DESIGNATION -  ANHEUSER BUSCH TANK
 KV5323  PID         -  KV5323
 KV5323  STATE/COUNTY-  NJ/MIDDLESEX
 KV5323  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5323
 KV5323                         *CURRENT SURVEY CONTROL
 KV5323  ___________________________________________________________________
 KV5323* NAD 83(1996)-  40 24 31.02872(N)    074 22 13.91009(W)     ADJUSTED  
 KV5323* NAVD 88     -                                                        
 KV5323  ___________________________________________________________________
 KV5323  LAPLACE CORR-           5.01  (seconds)                    DEFLEC99
 KV5323  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KV5323
 KV5323  HORZ ORDER  -  THIRD
 KV5323
 KV5323.The horizontal coordinates were established by classical geodetic methods
 KV5323.and adjusted by the National Geodetic Survey in September 1999..
 KV5323
 KV5323
 KV5323.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5323
 KV5323.The geoid height was determined by GEOID03.
 KV5323
 KV5323;                    North         East     Units Scale Factor Converg.
 KV5323;SPC NJ       -   174,890.395   160,988.613   MT  0.99990149   +0 05 02.1
 KV5323;SPC NJ       -   573,786.24    528,176.81   sFT  0.99990149   +0 05 02.1
 KV5323;UTM  18      - 4,473,301.735   553,409.850   MT  0.99963511   +0 24 29.0
 KV5323
 KV5323                          SUPERSEDED SURVEY CONTROL
 KV5323
 KV5323  NAD 83(1986)-  40 24 31.02756(N)    074 22 13.91132(W) AD(       ) 4
 KV5323  NAD 27      -  40 24 30.65400(N)    074 22 15.37000(W) AD(       ) 3
 KV5323
 KV5323.Superseded values are not recommended for survey control.
 KV5323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5323.See file dsdata.txt to determine how the superseded data were derived.
 KV5323
 KV5323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5341073302(NAD 83)
 KV5323_MARKER: 51 = TANK
 KV5323
 KV5323  HISTORY     - Date     Condition        Report By
 KV5323  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5323
 KV5323                          STATION DESCRIPTION
 KV5323
 KV5323'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4269 ***********************************************************************
 JU4269  DESIGNATION -  ANTENNA 2
 JU4269  PID         -  JU4269
 JU4269  STATE/COUNTY-  NJ/ATLANTIC
 JU4269  USGS QUAD   -  PLEASANTVILLE (1994)
 JU4269
 JU4269                         *CURRENT SURVEY CONTROL
 JU4269  ___________________________________________________________________
 JU4269* NAD 83(1996)-  39 27 29.66832(N)    074 33 35.40463(W)     ADJUSTED  
 JU4269* NAVD 88     -        21.5    (meters)      71.     (feet)  VERTCON   
 JU4269  ___________________________________________________________________
 JU4269  X           -   1,312,827.857 (meters)                     COMP
 JU4269  Y           -  -4,753,174.185 (meters)                     COMP
 JU4269  Z           -   4,031,717.141 (meters)                     COMP
 JU4269  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 JU4269  ELLIP HEIGHT-         -12.36  (meters)          (10/23/02) GPS OBS
 JU4269  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JU4269
 JU4269  HORZ ORDER  -  FIRST
 JU4269  ELLP ORDER  -  FOURTH    CLASS I
 JU4269
 JU4269.This mark is at Atlantic City Intl Airport (ACY)
 JU4269
 JU4269.The horizontal coordinates were established by GPS observations
 JU4269.and adjusted by the National Geodetic Survey in May 1999..
 JU4269
 JU4269.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4269
 JU4269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4269
 JU4269.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4269
 JU4269.The ellipsoidal height was determined by GPS observations
 JU4269.and is referenced to NAD 83.
 JU4269
 JU4269.The geoid height was determined by GEOID03.
 JU4269
 JU4269;                    North         East     Units Scale Factor Converg.
 JU4269;SPC NJ       -    69,370.959   144,850.856   MT  0.99990033   -0 02 16.9
 JU4269;SPC NJ       -   227,594.55    475,231.52   sFT  0.99990033   -0 02 16.9
 JU4269;UTM  18      - 4,367,722.547   537,867.694   MT  0.99961765   +0 16 47.0
 JU4269
 JU4269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4269!SPC NJ       -   1.00000194  x   0.99990033  =   0.99990227
 JU4269!UTM  18      -   1.00000194  x   0.99961765  =   0.99961959
 JU4269
 JU4269                          SUPERSEDED SURVEY CONTROL
 JU4269
 JU4269  ELLIP H (05/14/99)  -12.28   (m)                       GP(       ) 4 1
 JU4269  NAD 83(1992)-  39 27 29.66749(N)    074 33 35.40413(W) AD(       ) 1
 JU4269  ELLIP H (10/07/92)  -12.38   (m)                       GP(       ) 4 2
 JU4269  NGVD 29 (10/07/92)   21.9    (m)           72.     (f) GPS OBS        
 JU4269
 JU4269.Superseded values are not recommended for survey control.
 JU4269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4269.See file dsdata.txt to determine how the superseded data were derived.
 JU4269
 JU4269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3786867723(NAD 83)
 JU4269_MARKER: DD = SURVEY DISK
 JU4269_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU4269_SP_SET: IRREGULAR CONCRETE MASS
 JU4269_STAMPING: ANT 1991
 JU4269_MARK LOGO: NJGS  
 JU4269_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4269+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1991
 JU4269
 JU4269  HISTORY     - Date     Condition        Report By
 JU4269  HISTORY     - 1992     MONUMENTED       NGS
 JU4269  HISTORY     - 19911206 GOOD
 JU4269
 JU4269                          STATION DESCRIPTION
 JU4269
 JU4269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 JU4269'THE STATION IS ON THE PROPERTY OF THE FEDERAL AVIATION ADMINISTRATION
 JU4269'TECHNICAL CENTER FACILITY IN ATLANTIC COUNTY, NEW JERSEY
 JU4269'APPROXIMATELY 18 KM (11.18 MI) WEST OF ATLANTIC CITY AND 3 KM
 JU4269'(1.86 MI) SOUTH OF POMONA.  ENTRANCE TO THE FACILITY IS STRICKLY
 JU4269'REGULATED.  A POINT OF CONTACT AT THIS TIME IS JEFFERY WOLFE,
 JU4269'ENGINEERING DEPARTMENT, 609 484 4430.  TO REACH THE STATION FROM THE
 JU4269'TRAFFIC CIRCLE AT THE JUNCTION OF COUNTY ROAD 563, TILDEN ROAD, AND
 JU4269'COUNTY ROAD 648 GO NORTH ON THE FAA TECHNICAL ENTRANCE ROAD FOR 1.6
 JU4269'KM (0.99 MI) TO THE GUARD SHACK AT THE FACILITY ENTRANCE.  AT
 JU4269'ENTRANCE BEAR LEFT WEST AND NORTH FOR 1.O KM TO BUILDING 301, THE
 JU4269'HANGER, A LARGE RECTANGULAR CONCRETE BUILDING.  THE DRIVE IN GATE
 JU4269'WHICH REQUIRES A PASS IS ON THE EAST SIDE OF THE BUILDING, AND THE
 JU4269'CONTROL AREA OPERATION OFFICE ON THE FIRST FLOOR IN THE NORTHEAST
 JU4269'CORNER OF THE BUILDING.  AT ENTRANCE THROUGH THE GATE ONE IS ON THE
 JU4269'TEST FACILITY APRON.  GO EAST FOR 0.2 KM (0.12 MI) AND A PAVED ROAD
 JU4269'LEADING EAST. GO EAST 0.16 KM (0.10 MI) ON THE PAVED ROAD TO END OF
 JU4269'PAVEMENT, THEN LEFT ON A SAND ROAD FOR 0.65 KM (0.40 MI) TO A ROAD
 JU4269'LEFT AT A HELIPORT SIGN.  TURN LEFT FOR 1.1 KM (0.68 MI) TO A TWO
 JU4269'ROADS RIGHT THE SHARPEST TO THE NIKE RADAR SIGHT.  TURN SHARP RIGHT
 JU4269'FOR 0.3 KM (0.19 MI) TO THE SECOND RADAR ON THE RIGHT, PASSING THE
 JU4269'CONTROL BUILDING ON THE RIGHT.  THE STATION IS SET IN A SMALL
 JU4269'IRREGULAR CONCRETE MONUMENT LOCATED 8.4 M (27.56 FT) SOUTHEAST OF AND
 JU4269'1.5 M (4.92 FT) ABOVE THE ROAD, 13.60 M (44.62 FT) NORTHWEST OF THE
 JU4269'BOTTOM OF THE NORTH RUNG OF THE NIKE ANTENNA LADDER AND 30.04 M
 JU4269'(98.56 FT) EAST SOUTHEAST OF THE INSIDE CORNER OF THE WOODEN
 JU4269'RETAINING WALL OF A PARKING AREA FOR THE CONTROL BUILDING.
 JU4269
 JU4269                          STATION RECOVERY (1991)
 JU4269
 JU4269'RECOVERED 1991
 JU4269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9216 ***********************************************************************
 AA9216  SACS        -  This is a Secondary Airport Control Station.
 AA9216  DESIGNATION -  AP STA A2 TTN
 AA9216  PID         -  AA9216
 AA9216  STATE/COUNTY-  NJ/MERCER
 AA9216  USGS QUAD   -  PENNINGTON (1995)
 AA9216
 AA9216                         *CURRENT SURVEY CONTROL
 AA9216  ___________________________________________________________________
 AA9216* NAD 83(1992)-  40 16 10.26685(N)    074 49 16.49001(W)     ADJUSTED  
 AA9216* NAVD 88     -        48.11   (meters)     157.8    (feet)  GPS OBS   
 AA9216  ___________________________________________________________________
 AA9216  X           -   1,276,016.118 (meters)                     COMP
 AA9216  Y           -  -4,703,412.402 (meters)                     COMP
 AA9216  Z           -   4,100,874.827 (meters)                     COMP
 AA9216  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 AA9216  ELLIP HEIGHT-          14.67  (meters)          (09/23/02) GPS OBS
 AA9216  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 AA9216
 AA9216  HORZ ORDER  -  FIRST
 AA9216  ELLP ORDER  -  FOURTH    CLASS II
 AA9216
 AA9216.This mark is at Mercer County Airport (TTN)
 AA9216
 AA9216.The horizontal coordinates were established by GPS observations
 AA9216.and adjusted by the National Geodetic Survey in April 1998..
 AA9216
 AA9216.The orthometric height was determined by GPS observations and a
 AA9216.high-resolution geoid model.
 AA9216
 AA9216.GPS derived orthometric heights for airport stations designated as
 AA9216.PACS or SACS are published to 2 decimal places.  This maintains
 AA9216.centimeter relative accuracy between the PACS and SACS.  It does
 AA9216.not indicate centimeter accuracy relative to other marks which are
 AA9216.part of the NAVD 88 network.
 AA9216
 AA9216.Photographs are available for this station.
 AA9216
 AA9216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9216
 AA9216.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9216
 AA9216.The ellipsoidal height was determined by GPS observations
 AA9216.and is referenced to NAD 83.
 AA9216
 AA9216.The geoid height was determined by GEOID03.
 AA9216
 AA9216;                    North         East     Units Scale Factor Converg.
 AA9216;SPC NJ       -   159,487.518   122,678.326   MT  0.99990919   -0 12 27.5
 AA9216;SPC NJ       -   523,251.97    402,487.14   sFT  0.99990919   -0 12 27.5
 AA9216;UTM  18      - 4,457,687.166   515,198.129   MT  0.99960284   +0 06 56.0
 AA9216
 AA9216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9216!SPC NJ       -   0.99999770  x   0.99990919  =   0.99990689
 AA9216!UTM  18      -   0.99999770  x   0.99960284  =   0.99960054
 AA9216
 AA9216                          SUPERSEDED SURVEY CONTROL
 AA9216
 AA9216  ELLIP H (04/02/98)   14.73   (m)                       GP(       ) 4 2
 AA9216  NAD 83(1992)-  40 16 10.26556(N)    074 49 16.48946(W) AD(       ) 1
 AA9216  ELLIP H (12/16/96)   14.61   (m)                       GP(       ) 2 1
 AA9216  NAD 83(1993)-  40 16 10.26681(N)    074 49 16.48998(W) AD(       ) 1
 AA9216  ELLIP H (11/30/95)   14.73   (m)                       GP(       ) 4 2
 AA9216
 AA9216.Superseded values are not recommended for survey control.
 AA9216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9216.See file dsdata.txt to determine how the superseded data were derived.
 AA9216
 AA9216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1519857687(NAD 83)
 AA9216_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9216_SP_SET: UNSPECIFIED CONCRETE
 AA9216_STAMPING: AP 1972 STA A2 TTN
 AA9216_MARK LOGO: CGS   
 AA9216_PROJECTION: FLUSH
 AA9216_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9216+STABILITY: SURFACE MOTION
 AA9216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9216+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2004
 AA9216
 AA9216  HISTORY     - Date     Condition        Report By
 AA9216  HISTORY     - 1972     MONUMENTED       CGS
 AA9216  HISTORY     - 19900615 GOOD             NGS
 AA9216  HISTORY     - 19940813 GOOD             NGS
 AA9216  HISTORY     - 19960322 GOOD             NJGS
 AA9216  HISTORY     - 19961108 GOOD             NGS
 AA9216  HISTORY     - 20041018 GOOD             NGS
 AA9216
 AA9216                          STATION DESCRIPTION
 AA9216
 AA9216'DESCRIBED BY COAST AND GEODETIC SURVEY 1972 (PDC)
 AA9216'THE STATION IS LOCATED AT END RWY 06.  IT IS 50.5 FT (15.4 M) SE OF
 AA9216'THE SE CORNER OF RWY END 06, 173.1 FT (52.8 M) SOUTH BY SW OF THE
 AA9216'FIRST RUNWAY LIGHT.  A STANDARD TOPOGRAPHIC DISK SET IN CONCRETE FLUSH
 AA9216'WITH THE GROUND AND STAMPED AP 1972 STA A2 TTN.
 AA9216
 AA9216                          STATION RECOVERY (1990)
 AA9216
 AA9216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AA9216'RECOVERED AS DESCRIBED.
 AA9216
 AA9216                          STATION RECOVERY (1994)
 AA9216
 AA9216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SER)
 AA9216'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHWEST OF TRENTON, AT
 AA9216'THE MERCER COUNTY AIRPORT, AT THE END OF RUNWAY 06. OWNERSHIP--COUNTY
 AA9216'OF MERCER.  CONTACT AIRPORT MANAGER, JOESEPH D. MCKELVEY, SCOTCH ROAD,
 AA9216'WEST TRENTON, NEW JERSEY 08628.  PHONE 609-882-1600.
 AA9216' 
 AA9216'TO REACH THIS STATION FROM THE TERMINAL BUILDING, ENTER GATE LOCATED
 AA9216'60.9 M (199.8 FT) SOUTH OF THE TERMINAL BUILDING, PROCEED STRAIGHT,
 AA9216'EAST FOR 0.05 MI (0.08 KM) TO TAXIWAY A, TURN RIGHT, SOUTH SOUTHWEST
 AA9216'ON TAXIWAY A FOR 0.05 MI (0.08 KM) TO TAXIWAY J, TURN RIGHT, SOUTHWEST
 AA9216'ON TAXIWAY AND GO 0.16 MI (0.26 KM) TO RUNWAY END 6, CROSS THE RUNWAY
 AA9216'END TO THE STATION.
 AA9216' 
 AA9216'THE STATION LOCATED 173.1 FT (52.8 M) SOUTH-SOUTHWEST OF THE FIRST
 AA9216'RUNWAY LIGHT, 50.5 FT (15.4 M) SOUTHEAST OF THE SOUTHEAST CORNER OF
 AA9216'RUNWAT END 06, 126.1 FT (38.4 M) SOUTHEAST OF THE CENTERLINE OF RUNWAY
 AA9216'6-24, 49.7 FT (15.1 M) SOUTHEAST OF THE SOUTHERNMOST THRESHOLD LIGHT,
 AA9216'AND 38.0 FT (11.6 M) SOUTHEAST OF AN ELECTRIC BOX.
 AA9216' 
 AA9216'DESCRIBED BY KRN.
 AA9216
 AA9216                          STATION RECOVERY (1996)
 AA9216
 AA9216'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 AA9216'RECOVERED AS DESCRIBED.
 AA9216
 AA9216                          STATION RECOVERY (1996)
 AA9216
 AA9216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9216'RECOVERED AS DESCRIBED.
 AA9216
 AA9216                          STATION RECOVERY (2004)
 AA9216
 AA9216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DRM)
 AA9216'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6566 ***********************************************************************
 AB6566  SACS        -  This is a Secondary Airport Control Station.
 AB6566  DESIGNATION -  AP STA D EWR
 AB6566  PID         -  AB6566
 AB6566  STATE/COUNTY-  NJ/ESSEX
 AB6566  USGS QUAD   -  ELIZABETH (1995)
 AB6566
 AB6566                         *CURRENT SURVEY CONTROL
 AB6566  ___________________________________________________________________
 AB6566* NAD 83(1996)-  40 40 44.43957(N)    074 10 28.38557(W)     ADJUSTED  
 AB6566* NAVD 88     -         2.25   (meters)       7.4    (feet)  GPS OBS   
 AB6566  ___________________________________________________________________
 AB6566  X           -   1,320,962.514 (meters)                     COMP
 AB6566  Y           -  -4,660,280.942 (meters)                     COMP
 AB6566  Z           -   4,135,435.777 (meters)                     COMP
 AB6566  LAPLACE CORR-           5.89  (seconds)                    DEFLEC99
 AB6566  ELLIP HEIGHT-         -30.09  (meters)          (04/03/03) GPS OBS
 AB6566  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 AB6566
 AB6566  HORZ ORDER  -  FIRST
 AB6566  ELLP ORDER  -  SECOND    CLASS II
 AB6566
 AB6566.This mark is at Newark Airport (EWR)
 AB6566
 AB6566.The horizontal coordinates were established by GPS observations
 AB6566.and adjusted by the National Geodetic Survey in April 2002..
 AB6566
 AB6566.The orthometric height was determined by GPS observations and a
 AB6566.high-resolution geoid model.
 AB6566
 AB6566.GPS derived orthometric heights for airport stations designated as
 AB6566.PACS or SACS are published to 2 decimal places.  This maintains
 AB6566.centimeter relative accuracy between the PACS and SACS.  It does
 AB6566.not indicate centimeter accuracy relative to other marks which are
 AB6566.part of the NAVD 88 network.
 AB6566
 AB6566.Photographs are available for this station.
 AB6566
 AB6566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6566
 AB6566.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6566
 AB6566.The ellipsoidal height was determined by GPS observations
 AB6566.and is referenced to NAD 83.
 AB6566
 AB6566.The geoid height was determined by GEOID03.
 AB6566
 AB6566;                    North         East     Units Scale Factor Converg.
 AB6566;SPC NJ       -   204,955.970   177,511.344   MT  0.99990931   +0 12 43.7
 AB6566;SPC NJ       -   672,426.38    582,385.13   sFT  0.99990931   +0 12 43.7
 AB6566;UTM  18      - 4,503,452.778   569,757.541   MT  0.99965989   +0 32 17.0
 AB6566
 AB6566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6566!SPC NJ       -   1.00000472  x   0.99990931  =   0.99991403
 AB6566!UTM  18      -   1.00000472  x   0.99965989  =   0.99966461
 AB6566
 AB6566                          SUPERSEDED SURVEY CONTROL
 AB6566
 AB6566.No superseded survey control is available for this station.
 AB6566
 AB6566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6975803453(NAD 83)
 AB6566_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB6566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6566_STAMPING: AP 1973 STA D EWR
 AB6566_MARK LOGO: CGS   
 AB6566_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6566+STABILITY: SURFACE MOTION
 AB6566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6566+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 AB6566
 AB6566  HISTORY     - Date     Condition        Report By
 AB6566  HISTORY     - 1973     MONUMENTED       CGS
 AB6566  HISTORY     - 19941115 GOOD             CGS
 AB6566  HISTORY     - 20011027 GOOD             NGS
 AB6566  HISTORY     - 20040726 GOOD             NGS
 AB6566
 AB6566                          STATION DESCRIPTION
 AB6566
 AB6566'DESCRIBED BY COAST AND GEODETIC SURVEY 1994 (DRM)
 AB6566'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF THE AIRPORT BETWEEN
 AB6566'RUNWAY ENDS 4L AND 4R AND IN BETWEEN RUNWAY 4R AND TAXIWAY P.  THE
 AB6566'STATION IS LOCATED 119.3 FT (36.4 M) SW OF THE CORNER OF A LARGE
 AB6566'SECTION OF ASPHALT ON THE SOUTH SIDE OF TAXIWAY A, 42.7 FT (13.0 M)
 AB6566'SOUTHEAST OF THE SOUTHEAST EDGE OF THE SAME ASPHALT SECTION, 52.0 FT
 AB6566'(15.8 M) SOUTHEAST OF THE CENTER OF A DRAIN AT THE BEND OF THE SECTION
 AB6566'AND 60.5 FT (18.4 M) EAST OF THE EAST EDGE OF THE SOUTHERN PORTION OF
 AB6566'THE ASPHALT SECTION.  THE STATION IS A STANDARD TOPOGRAPHIC DISK
 AB6566'STAMPED AP 1973 STA D EWR AND SET IN THE TOP OF A CONCRETE MONUMENT
 AB6566'THAT IS SET FLUSH WITH THE GROUND.
 AB6566
 AB6566                          STATION RECOVERY (2001)
 AB6566
 AB6566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 AB6566'THE STATION IS LOCATED AT THE NEWARK INTERNATIONAL AIRPORT, NEAR
 AB6566'THE SOUTH PART OF THE AIRPORT AND NEAR THE NORTHWEST ROUNDED
 AB6566'CORNER OF A GRASS ISLAND FORMED BY RUNWAY 4R, TAXIWAY AA, AND
 AB6566'TAXIWAY V.
 AB6566' 
 AB6566'OWNERSHIP--THE PORT AUTHORITY OF NY. AND NJ.  NEWARK
 AB6566'INTERNATIONAL AIRPORT, BUILDING 10
 AB6566'NEWARK, NJ. 07114    AIRPORT DUTY MANAGER IS DANIEL HARVEY,
 AB6566'ASSISTANT DUTY MANAGER IS
 AB6566'FRED VISAGGIO, PHONE 973-961-6025  OR  FAX 973-961-6611
 AB6566' 
 AB6566'--NOTE--1 WEEK ADVANCE NOTICE AND A VALID DRIVERS LICENSE ARE
 AB6566'REQUIRED, ESCORT REQUIRED.
 AB6566' 
 AB6566'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 22 AND
 AB6566'1-9 NEAR THE
 AB6566'NORTHWEST PART OF THE AIRPORT, GO EAST FOR 1.8 KM ON HIGHWAY 1-9
 AB6566'TO AN ENTRANCE TO
 AB6566'THE AIRPORT ACCESS ROAD ALSO LEADING EAST.  TURN AND GO EAST FOR
 AB6566'0.8 KM ON THE NORTH
 AB6566'ACCESS TO AIRPORT PARKING LOTS G AND H.  FOLLOW THE ROAD PAST LOT
 AB6566'G TO A SHARP CURVE
 AB6566'RIGHT, BEAR RIGHT, SOUTH FOR 1.0 KM TO GUARD POST I ON THE RIGHT.
 AB6566'TURN RIGHT, WEST
 AB6566'GO THROUGH THE GATE THEN GO SOUTH FOR 2.8 KM ON THE PAVED INSIDE
 AB6566'PERIMETER ROAD TO A
 AB6566'RIGHT IN THE ROAD.  BEAR RIGHT, WEST FOR 0.1 KM THEN THRN RIGHT,
 AB6566'NORTH FOR 0.5 KM TO THE
 AB6566'STATION ON THE RIGHT.
 AB6566' 
 AB6566'STATION IS 62.0 M NORTH OF A RUNWAY SIGN MARKED AA 4R, 31.4 M EAST
 AB6566'OF A WIND SOCK, 15.0 M
 AB6566'EAST OF THE SOUTHEAST CORNER OF A STORM DRAIN, AND THE
 AB6566'MONUMENT IS ABOUT 0.3 M ABOVE
 AB6566'THE TAXIWAY V LEVEL.
 AB6566'
 AB6566
 AB6566                          STATION RECOVERY (2004)
 AB6566
 AB6566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (SML)
 AB6566'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2876 ***********************************************************************
 JU2876  DESIGNATION -  APPLE
 JU2876  PID         -  JU2876
 JU2876  STATE/COUNTY-  NJ/ATLANTIC
 JU2876  USGS QUAD   -  MARMORA (1994)
 JU2876
 JU2876                         *CURRENT SURVEY CONTROL
 JU2876  ___________________________________________________________________
 JU2876* NAD 83(1996)-  39 20 55.95721(N)    074 42 01.84569(W)     ADJUSTED  
 JU2876* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2876  ___________________________________________________________________
 JU2876  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 JU2876  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JU2876
 JU2876  HORZ ORDER  -  SECOND
 JU2876
 JU2876.The horizontal coordinates were established by classical geodetic methods
 JU2876.and adjusted by the National Geodetic Survey in September 1999..
 JU2876
 JU2876.The orthometric height was scaled from a topographic map.
 JU2876
 JU2876.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2876
 JU2876.The geoid height was determined by GEOID03.
 JU2876
 JU2876;                    North         East     Units Scale Factor Converg.
 JU2876;SPC NJ       -    57,247.676   132,717.650   MT  0.99990368   -0 07 37.7
 JU2876;SPC NJ       -   187,820.08    435,424.49   sFT  0.99990368   -0 07 37.7
 JU2876;UTM  18      - 4,355,535.763   525,805.319   MT  0.99960820   +0 11 23.6
 JU2876
 JU2876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2876!SPC NJ       -   1.00000511  x   0.99990368  =   0.99990879
 JU2876!UTM  18      -   1.00000511  x   0.99960820  =   0.99961331
 JU2876
 JU2876:                Primary Azimuth Mark                     Grid Az
 JU2876:SPC NJ       -  APPLE AZ MK                              045 04 19.3
 JU2876:UTM  18      -  APPLE AZ MK                              044 45 18.0
 JU2876
 JU2876|---------------------------------------------------------------------|
 JU2876| PID    Reference Object                     Distance      Geod. Az  |
 JU2876|                                                           dddmmss.s |
 JU2876| CB1179 APPLE AZ MK                                        0445641.6 |
 JU2876| CB1180 APPLE RM 1                           21.242 METERS 06600     |
 JU2876| JU2839 SOMERS POINT STANDPIPE              APPROX. 9.3 KM 1105937.4 |
 JU2876| JU2877 ELECTRIC WEST                       APPROX. 2.8 KM 1423344.4 |
 JU2876| JU2878 ELECTRIC EAST                       APPROX. 3.2 KM 1450152.1 |
 JU2876| CB1181 APPLE RM 2                           27.491 METERS 30456     |
 JU2876|---------------------------------------------------------------------|
 JU2876
 JU2876                          SUPERSEDED SURVEY CONTROL
 JU2876
 JU2876  NAD 83(1986)-  39 20 55.94449(N)    074 42 01.84667(W) AD(       ) 2
 JU2876  NAD 27      -  39 20 55.52900(N)    074 42 03.26700(W) AD(       ) 2
 JU2876
 JU2876.Superseded values are not recommended for survey control.
 JU2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2876.See file dsdata.txt to determine how the superseded data were derived.
 JU2876
 JU2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2580555536(NAD 83)
 JU2876_MARKER: DS = TRIANGULATION STATION DISK
 JU2876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2876
 JU2876  HISTORY     - Date     Condition        Report By
 JU2876  HISTORY     - 1935     MONUMENTED       CGS
 JU2876  HISTORY     - 1950     GOOD             CGS
 JU2876
 JU2876                          STATION DESCRIPTION
 JU2876
 JU2876'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU2876'THE STATION IS LOCATED ON THE PROPERTY OF ALEXANDER AND FARREL,
 JU2876'209 GRAMMARCY PLACE, ATLANTIC CITY, IN THE SW PART OF AN
 JU2876'APPLE ORCHARD, JUST W OF A GARBAGE DUMP, 21 PACES NNE OF A
 JU2876'30-INCH TREE, 10 PACES NNW OF THE EDGE OF A BANK, AND 7 PACES
 JU2876'SW OF A 4-INCH APPLE TREE.  THE MARK PROJECTS 2 INCHES AND IS
 JU2876'STAMPED APPLE 1935.
 JU2876'
 JU2876'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JU2876'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 JU2876'
 JU2876'REFERENCE MARK NO.1 IS 21.242 METERS OR 69.69 FEET NE OF THE
 JU2876'STATION, 3 PACES N OF A 6-INCH OAK TREE, 7 PACES E OF AN 8-INCH
 JU2876'APPLE TREE, AND 4 PACES S OF A 8-INCH SASSAFRASS TREE.  THE
 JU2876'MARK PROJECTS 6 INCHES AND IS STAMPED, APPLE NO 1 1935.
 JU2876'
 JU2876'REFERENCE MARK NO. 2 IS 27.491 METERS OR 90.19 FEET WNW OF
 JU2876'THE STATION, 18 PACES N OF THREE 16-INCH BLACKGUM TREES.  THE
 JU2876'MARK PROJECTS 6 INCHES AND IS STAMPED, APPLE NO 2 1935.
 JU2876'
 JU2876'AZIMUTH MARK IS APPROXIMATELY 0.55 MILE NNE OF THE STATION,
 JU2876'16 PACES S OF A 2-STORY RED FRAME HOUSE OCCUPIED BY GEORGE
 JU2876'WILLETS, IN A TRIANGLE FORMED BY THREE ROADS, 9 PACES NE OF THE
 JU2876'CENTER LINE OF A GRAVEL ROAD, AND 2 PACES S OF THE CENTER LINE
 JU2876'OF A SAND ROAD.  THE MARK PROJECTS 6 INCHES AND IS STAMPED,
 JU2876'APPLE 1935.
 JU2876'
 JU2876'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 JU2876'
 JU2876'TO REACH THE STATION FROM THE E SIDE OF THE GREAT EGG RIVER
 JU2876'ON U.S. HIGHWAY NO. 40 AND ROUTE NO. 48 (WHICH IS ABOUT 0.4 MILE
 JU2876'W OF MAYS LANDING) TURN SOUTHWARD ON A CONCRETE ROAD WHICH IS
 JU2876'PARALLEL TO THE RIVER FOR 0.4 MILE TO A FORK, HERE TURN RIGHT
 JU2876'ON THE NEW RIVER ROAD FOLLOWING THE MACADAM ROAD TO OCEAN
 JU2876'CITY (IN A SOUTHWARD DIRECTION) FOR 7.2 MILES TO A FORK OF
 JU2876'MACADAM ROADS (SIGN THOMPSON BOAT WORKS IN POINT OF Y), HERE
 JU2876'TURN RIGHT ON A MACADAM ROAD FOR 0.5 MILE TO A T-GRAVEL ROAD
 JU2876'RIGHT AND C. HARRISON JONES, REALTOR SIGN ON THE RIGHT, TURN
 JU2876'RIGHT ON A GRAVEL ROAD FOR 0.25 MILE TO A CROSS ROAD, TURN
 JU2876'RIGHT FOLLOWING THE MAIN TRAVELED ROAD FOR 0.5 MILE TO A SIGN
 JU2876'STOP PRIVATE KEEP OUT, CONTINUE AHEAD ON A DIRT ROAD FOR
 JU2876'0.2 MILE TO THE STATION IN THE SW PART OF AN APPLE ORCHARD.
 JU2876
 JU2876                          STATION RECOVERY (1950)
 JU2876
 JU2876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2876'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU2876'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 JU2876'AND FOUND TO BE CORRECT.
 JU2876'
 JU2876'THE PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT WITH THE
 JU2876'FOLLOWING EXCEPTION--THE APPLE ORCHARD NO LONGER EXISTS.  THE
 JU2876'C. HARRISON JONES REALTOR AND STOP PRIVATE KEEP OUT SIGNS NO
 JU2876'LONGER EXIST.
 JU2876'
 JU2876'AZIMUTH MARK IS ABOUT 2,840.0 FEET NE OF THE STATION, IN A
 JU2876'TRIANGLE FORMED BY THREE ROADS.  IT IS 8.5 FEET E OF THE CENTER
 JU2876'LINE OF THE ROAD, 39.5 FEET SW OF A TWIN CEDAR TREE, 51.3 FEET
 JU2876'SE OF THE NE CORNER OF A BROWN TWO-STORY HOUSE, AND 54.2 FEET
 JU2876'E OF THE SE CORNER OF THE SAME HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2986 ***********************************************************************
 JU2986  DESIGNATION -  APPLE PIE HILL RESET
 JU2986  PID         -  JU2986
 JU2986  STATE/COUNTY-  NJ/BURLINGTON
 JU2986  USGS QUAD   -  CHATSWORTH (1957)
 JU2986
 JU2986                         *CURRENT SURVEY CONTROL
 JU2986  ___________________________________________________________________
 JU2986* NAD 83(1996)-  39 48 26.63020(N)    074 35 22.52110(W)     ADJUSTED  
 JU2986* NAVD 88     -        62.4    (meters)     205.     (feet)  GPS OBS   
 JU2986  ___________________________________________________________________
 JU2986  X           -   1,303,796.993 (meters)                     COMP
 JU2986  Y           -  -4,730,047.966 (meters)                     COMP
 JU2986  Z           -   4,061,599.359 (meters)                     COMP
 JU2986  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 JU2986  ELLIP HEIGHT-          29.50  (meters)          (10/23/02) GPS OBS
 JU2986  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU2986
 JU2986  HORZ ORDER  -  FIRST
 JU2986  ELLP ORDER  -  FOURTH    CLASS I
 JU2986
 JU2986.The horizontal coordinates were established by GPS observations
 JU2986.and adjusted by the National Geodetic Survey in May 1999..
 JU2986
 JU2986.The orthometric height was determined by GPS observations and a
 JU2986.high-resolution geoid model.
 JU2986
 JU2986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2986
 JU2986.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2986
 JU2986.The ellipsoidal height was determined by GPS observations
 JU2986.and is referenced to NAD 83.
 JU2986
 JU2986.The geoid height was determined by GEOID03.
 JU2986
 JU2986;                    North         East     Units Scale Factor Converg.
 JU2986;SPC NJ       -   108,135.170   142,328.949   MT  0.99990072   -0 03 26.5
 JU2986;SPC NJ       -   354,773.47    466,957.56   sFT  0.99990072   -0 03 26.5
 JU2986;UTM  18      - 4,406,461.109   535,130.825   MT  0.99961519   +0 15 45.9
 JU2986
 JU2986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2986!SPC NJ       -   0.99999537  x   0.99990072  =   0.99989609
 JU2986!UTM  18      -   0.99999537  x   0.99961519  =   0.99961056
 JU2986
 JU2986:                Primary Azimuth Mark                     Grid Az
 JU2986:SPC NJ       -  STATE COLONY TALL SMOKE STACK            004 20 33.1
 JU2986:UTM  18      -  STATE COLONY TALL SMOKE STACK            004 01 20.7
 JU2986
 JU2986|---------------------------------------------------------------------|
 JU2986| PID    Reference Object                     Distance      Geod. Az  |
 JU2986|                                                           dddmmss.s |
 JU2986| JU2983 STATE COLONY TALL SMOKE STACK       APPROX. 8.7 KM 0041706.6 |
 JU2986| CB1182 APPLE PIE HILL RM 1                  13.153 METERS 13015     |
 JU2986| CB1183 APPLE PIE HILL RM 2 RESET            18.934 METERS 23500     |
 JU2986|---------------------------------------------------------------------|
 JU2986
 JU2986                          SUPERSEDED SURVEY CONTROL
 JU2986
 JU2986  ELLIP H (05/14/99)   29.48   (m)                       GP(       ) 4 1
 JU2986  NAD 83(1992)-  39 48 26.62973(N)    074 35 22.52102(W) AD(       ) 1
 JU2986  ELLIP H (12/16/96)   29.45   (m)                       GP(       ) 2 1
 JU2986  NAD 83(1986)-  39 48 26.62349(N)    074 35 22.51408(W) AD(       ) 1
 JU2986  NAD 27      -  39 48 26.20050(N)    074 35 23.95690(W) AD(       ) 1
 JU2986
 JU2986.Superseded values are not recommended for survey control.
 JU2986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2986.See file dsdata.txt to determine how the superseded data were derived.
 JU2986
 JU2986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3513106461(NAD 83)
 JU2986_MARKER: DS = TRIANGULATION STATION DISK
 JU2986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU2986_STAMPING: APPLE PIE HILL 1871 1984
 JU2986_MARK LOGO: CGS   
 JU2986_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2986+STABILITY: SURFACE MOTION
 JU2986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2986+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2004
 JU2986
 JU2986  HISTORY     - Date     Condition        Report By
 JU2986  HISTORY     - 1872     MONUMENTED       CGS
 JU2986  HISTORY     - 1932     SEE DESCRIPTION  CGS
 JU2986  HISTORY     - 1932     GOOD             CGS
 JU2986  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JU2986  HISTORY     - 1954     GOOD             CGS
 JU2986  HISTORY     - 1974     SEE DESCRIPTION  NGS
 JU2986  HISTORY     - 1977     GOOD             NGS
 JU2986  HISTORY     - 1980     SEE DESCRIPTION  LOCENG
 JU2986  HISTORY     - 1984     GOOD             NGS
 JU2986  HISTORY     - 1988     GOOD             NJGS
 JU2986  HISTORY     - 19940319 GOOD             NJGS
 JU2986  HISTORY     - 20030726 GOOD             INDIV
 JU2986  HISTORY     - 20040122 GOOD             NJGS
 JU2986
 JU2986                          STATION DESCRIPTION
 JU2986
 JU2986'DESCRIBED BY COAST AND GEODETIC SURVEY 1872 (FWP)
 JU2986'NEAR THE CENTRAL PART OF THE COUNTY, ON APPLE PIE HILL, ABOUT
 JU2986'1-1/4 MILES SOUTH OF THE OLD WHITE HORSE TAVERN, AND ABOUT 1-1/2
 JU2986'MILES NORTH OF RARITAN AND DELAWARE RIVER RAILROAD.  IT IS ABOUT
 JU2986'1 MILE NORTH-NORTHWEST OF HARRIS STATION OF THE CENTRAL RAILROAD
 JU2986'OF NEW JERSEY, ABOUT 1-1/2 MILES SOUTH-SOUTHEAST OF SOUTH PARK,
 JU2986'AND 1/8 MILE EAST OF ROAD LEADING TO THE LATTER.  IN 1872 IT
 JU2986'WAS BEST APPROACHED FROM SHAMONG, WHICH IS 3-1/2 MILES TO THE
 JU2986'NORTHEAST.
 JU2986'
 JU2986'UNDERGROUND MARK IS A 2-GALLON JUG, THE BOTTOM OF WHICH WAS
 JU2986'KNOCKED OUT AND THE JUG THEN FILLED WITH PEBBLES AND BURIED
 JU2986'MOUTH UP.  THE MOUTH, 18 INCHES BELOW SURFACE OF GROUND, MARKS
 JU2986'THE STATION.  SURFACE MARK WAS NAIL MARKED WITH CROSS IN TOP OF
 JU2986'PINE STUMP.
 JU2986
 JU2986                          STATION RECOVERY (1932)
 JU2986
 JU2986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (ERM)
 JU2986'STATION RECOVERED.  IT IS NOW MARKED BY CUT GRANITE STONE, ABOUT
 JU2986'8 INCHES SQUARE AND PROJECTING 10 INCHES ABOVE GROUND SURFACE.  A
 JU2986'STATE FIRE LOOKOUT TOWER ON TOP OF A SMALL BUILDING IS LOCATED
 JU2986'ABOUT 26 FEET NORTHWEST OF STATION.
 JU2986
 JU2986                          STATION RECOVERY (1932)
 JU2986
 JU2986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2986'THE ORIGINAL DESCRIPTION STATES THAT A NAIL IN A PINE STUB
 JU2986'IS THE SURFACE MARK.  THE STATION WAS FOUND MARKED BY A 6- BY
 JU2986'6-INCH STONE WITH A TRIANGLE CUT IN THE TOP AND THE LETTERS
 JU2986'U.S. CHISELED ON THE FOUR SIDES NEAR THE TOP.
 JU2986'
 JU2986'THE SLOPE OF THE HILL ON WHICH THE STATION WAS FOUND IS NOW
 JU2986'COVERED WITH SMALL PINE.  HOUSES NEAR THE TOP OF THE HILL ARE
 JU2986'CALLED PINE CREST SANITARIUM.  THE STATE MAINTAINS A FIRE LOOKOUT
 JU2986'ON THE HILL.
 JU2986'
 JU2986'THE STATION IS LOCATED 26 FEET FROM THE SOUTHEAST CORNER OF A
 JU2986'PINE CREST SANITARIUM BUILDING.
 JU2986'
 JU2986'TO REACH THE STATION FROM CHATSWORTH, ON THE CENTRAL RAILROAD
 JU2986'OF NEW JERSEY, GO NORTHWEST ON A DIRT ROAD 0.8 MILE, TURN RIGHT
 JU2986'AND GO NORTH 0.8 MILE, TURN LEFT AND GO 0.9 MILE, TURN RIGHT AND
 JU2986'GO NORTH 0.3 MILE, TURN LEFT AND GO 0.7 MILE TO THE STATION.
 JU2986'
 JU2986'TWO STANDARD REFERENCE MARKS, NOTE 11A, WERE
 JU2986'ESTABLISHED.  REFERENCE MARK NO. 1 137 DEG (MAGNETIC) FROM THE
 JU2986'STATION, DISTANT 43.25 FEET.  REFERENCE MARK NO. 2 244 DEG
 JU2986'(MAGNETIC) FROM THE STATION, DISTANT 62.18 FEET.
 JU2986
 JU2986                          STATION RECOVERY (1935)
 JU2986
 JU2986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU2986'THE STATION AND THE TWO REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 JU2986'
 JU2986'THE STATION IS LOCATED ON THE HIGHEST POINT OF APPLE PIE HILL,
 JU2986'28.6 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A PINE CREST
 JU2986'SANITARIUM BUILDING WITH A FIRE TOWER ON TOP.  THE MARK PROJECTS
 JU2986'10 INCHES AND IS STAMPED APPLE PIE HILL 1871 1932.  THE MARK IS
 JU2986'A STANDARD DISK SET IN THE TOP OF SQUARE BLOCK OF CONCRETE AS
 JU2986'DESCRIBED IN NOTE 1A.
 JU2986'
 JU2986'TO REACH THE STATION FROM THE RAILROAD STATION IN CHATSWORTH,
 JU2986'GO EASTWARD FOR ABOUT 0.1 MILE TO THE MAIN ROAD THROUGH THE TOWN,
 JU2986'TURN LEFT ON A MACADAM ROAD FOR ABOUT 100 YARDS CROSSING THE
 JU2986'TRACKS TO A SAND T-ROAD LEFT, WESTWARD, HERE TURN WESTWARD ON A
 JU2986'GRAVEL ROAD FOR 0.75 MILE TO A Y AND THE SIGN CHATSWORTH WOODS,
 JU2986'TURN LEFT FOR 0.1 MILE TO ANOTHER Y AND THE SIGN, PINE CREST,
 JU2986'TURN RIGHT FOLLOWING THE MAIN-TRAVELED ROAD FOR 0.4 MILE TO A
 JU2986'Y, HERE BEAR TO THE RIGHT FOR 0.45 MILE TO A SKEW CROSS ROAD,
 JU2986'HERE BEAR TO THE LEFT FOR 0.85 MILE TO A T-INTERSECTION AT THE
 JU2986'OFFICE OF CHATSWORTH WOODS, TURN RIGHT FOR 0.2 MILE TO A SAND
 JU2986'CROSS ROAD, HERE BEAR LEFT FOR 0.8 MILE TO A CROSS ROAD BEYOND A
 JU2986'HOUSE ON THE LEFT AND A SIGN AHEAD NO CARS ALLOWED ON THIS HILL.
 JU2986'A TRUCK CAN BE DRIVE UP THIS ROAD FOR 0.1 MILE TO THE TOP OF
 JU2986'THE HILL AND THE STATION IF CARE IS TAKEN TO AVOID LOOSE
 JU2986'SPOTS OF SAND.
 JU2986'
 JU2986'REFERENCE MARK NO. 1 IS 13.15 METERS (43.14 FEET) SOUTH-SOUTHEAST
 JU2986'OF THE STATION, AND 2 PACES NORTHEAST OF THE CENTERLINE OF A
 JU2986'PATH.  THE MARK PROJECTS 2 INCHES AND IS STAMPED, APPLE PIE HILL
 JU2986'NO 1 1932, NOTE 11A.
 JU2986'
 JU2986'REFERENCE MARK NO. 2 IS 18.952 METERS OR 62.18 FEET SOUTHWEST
 JU2986'OF THE STATION, 6 PACES NORTH-NORTHEAST OF A 6-INCH PINE TREE,
 JU2986'AND 3 PACES SOUTH OF THE CENTERLINE OF AN OLD GRAVEL ROAD.  THE
 JU2986'MARK PROJECTS 3 INCHES AND IS STAMPED APPLE PIE HILL NO 2 1932.
 JU2986'
 JU2986'NO AZIMUTH MARK WAS SET BUT THE TALL BRICK SMOKESTACK AT
 JU2986'STATE COLONY WAS CUT IN TO BE USED FOR AN AZIMUTH.  CLEARING OR
 JU2986'A 15-FOOT STAND WILL BE NECESSARY TO SEE THE STACK.
 JU2986'
 JU2986'A 20-FOOT STAND WILL BE NECESSARY TO CLEAR ALL LINES OBSERVED.
 JU2986
 JU2986                          STATION RECOVERY (1954)
 JU2986
 JU2986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RCB)
 JU2986'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 JU2986'CONDITION.
 JU2986'
 JU2986'DISTANCES TO STATION ARE AS FOLLOWS--
 JU2986'
 JU2986'R.M. 1 IS 43.15 FEET.  R.M. 2 IS 62.10 FEET.  CENTER OF FIRE TOWER
 JU2986'IS 60.50 FEET, AND NJ GRID BEARING IS S82 DEG 12 MIN 23 SEC E.
 JU2986'
 JU2986'THE TALL BRICK SMOKE STACK AT STATE COLONY WAS VISIBLE FROM
 JU2986'THE GROUND WITHOUT CUTTING.
 JU2986
 JU2986                          STATION RECOVERY (1974)
 JU2986
 JU2986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU2986'THE STATION SURFACE DISK AND MONUMENT WAS FOUND DESTROYED.  A
 JU2986'VERY LARGE HOLE WAS DUG AND ABOUT 2-1/2 FEET BELOW THE SURFACE
 JU2986'OF THE GROUND A 6 INCH SQUARE GRANITE MONUMENT WAS FOUND WITH A
 JU2986'3/4 INCH ROUND DRILL HOLE IN THE TOP.  THE DRILL HOLE WAS ABOUT
 JU2986'3/4 INCH DEEP AND IN THE EXACT CENTER OF THE GRANITE POST.  THIS
 JU2986'IS BELIEVED TO BE THE ORIGINAL GRANITE POST WHICH WAS SET IN THE
 JU2986'PAST AND REMARKED IN 1928.  A NEW SURFACE DISK WAS SET OVER
 JU2986'THE DRILL HOLE AND THE REFERENCE MARKS CHECKED AFTER REFERENCE
 JU2986'MARK 2 WAS REPAIRED.  REFERENCE MARK 1 WAS FOUND IN GOOD
 JU2986'CONDITION AND THERE WAS NO EVIDENCE THAT IT WAS EVER
 JU2986'DISTURBED.  REFERENCE MARK 2 WAS FOUND TILTED TO THE WEST ABOUT
 JU2986'5 DEGREES.  IT WAS STRAIGHTENED UP AND IT IS BELIEVED TO BE
 JU2986'IN THE VERY NEAR SAME POSITION AS ORIGINALLY ESTABLISHED.
 JU2986'THE SLOPE DISTANCE TO BOTH MARKS WERE WITHIN CLOSE AGREEMENT
 JU2986'WITH THE 1935 OBSERVATIONS, HOWEVER A SHORTER HORIZONTAL
 JU2986'DISTANCE WAS NOTED.  THE ANGLE BETWEEN THE REFERENCE MARKS
 JU2986'WERE WITHIN CLOSE AGREEMENT WITH THE 1935 OBSERVATIONS.
 JU2986'THE AZIMUTH MARK (STATE COLONY, TALL BRICK SMOKESTACK) NO
 JU2986'LONGER EXISTS.
 JU2986'
 JU2986'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU2986'
 JU2986'THE STATION IS LOCATED 15 MILES NORTHEAST OF HAMMONTON, 3
 JU2986'MILES WEST OF CHATSWORTH AND ON APPLE PIE HILL IN THE WHARTON
 JU2986'STATE FOREST.  THE PROPERTY IS OWNED BY THE STATE OF NEW JERSEY.
 JU2986'
 JU2986'TO REACH THE STATION FROM THE RAILROAD CROSSING IN CHATSWORTH,
 JU2986'GO WESTERLY ON A PAVED ROAD FOR 1.5 MILES TO A SIDE ROAD LEFT
 JU2986'BETWEEN TWO BRICK PILLARS.  TURN LEFT AND GO SOUTH ON A SAND ROAD
 JU2986'FOR 0.3 MILE TO A FORK.  KEEP RIGHT AND GO SOUTH AND SOUTHWEST ON
 JU2986'A SAND ROAD FOR 0.9 MILE TO A FORK.  KEEP LEFT AND CONTINUE
 JU2986'SOUTHWEST AND WEST ON THE SAND ROAD FOR 0.75 MILE TO A
 JU2986'CROSSROADS AT THE BASE OF APPLE PIE HILL ON THE LEFT.  KEEP
 JU2986'STRAIGHT AHEAD AND FOLLOW WINDING SAND ROAD WEST, SOUTH AND
 JU2986'EAST FOR 0.15 MILE TO THE TOP OF THE HILL AND THE
 JU2986'STATION.
 JU2986'
 JU2986'THE STATION MARK IS A STANDARD DISK STAMPED APPLE PIE HILL
 JU2986'1871 1974, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 JU2986'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 60.5 FEET
 JU2986'NORTHWEST OF THE OLD APPLE PIE HILL LOOKOUT TOWER, 52 FEET
 JU2986'WEST-NORTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, 34.5
 JU2986'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A BLOCK BUILDING, 25
 JU2986'FEET SOUTH OF THE EAST ONE OF TWO LARGE HIGHLINE POLES AND
 JU2986'2 FEET NORTHWEST OF A WITNESS POST.  (NOTE 1A AND DESC.)
 JU2986'
 JU2986'REFERENCE MARK 1 IS A STANDARD DISK STAMPED APPLE PIE HILL
 JU2986'NO 1 1932, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 JU2986'WHICH PROJECTS 2-INCHES.  IT IS 69 FEET SOUTH OF THE SOUTHEAST
 JU2986'CORNER OF THE BLOCK BUILDING, 442 FEET SOUTHEAST OF THE WITNESS
 JU2986'POST, 22.5 FEET WEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER
 JU2986'AND 4 FEET EAST OF A TRAIL.  (NOTE 11A)
 JU2986'
 JU2986'REFERENCE MARK 2 IS A STANDARD DISK STAMPED APPLE PIE HILL NO
 JU2986'2 1932, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 JU2986'WHICH PROJECTS 4-INCHES.  IT IS 105 FEET WEST OF THE SOUTHWEST
 JU2986'LEG OF THE LOOKOUT TOWER, 85 FEET SOUTHWEST OF THE SOUTHWEST
 JU2986'CORNER OF THE BLOCK BUILDING, 61.5 FEET SOUTHWEST OF THE WITNESS
 JU2986'POST AND 12 FEET SOUTH OF THE CENTER OF THE ROAD LEADING TO THE
 JU2986'STATION.  (NOTE 11A)
 JU2986'
 JU2986'NO OTHER OBJECTS VISIBLE FROM THE GROUND.  THIS STATION IS
 JU2986'LOCATED IN THICK PINE TREES.
 JU2986'
 JU2986'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2986'3 MILES WEST OF CHATSWORTH.
 JU2986
 JU2986                          STATION RECOVERY (1977)
 JU2986
 JU2986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 JU2986'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 JU2986'GOOD CONDITION, BUT NO OLD DATA WAS AVAILABLE AT THIS TIME FOR A
 JU2986'COMPARISON CHECK ON THE DISTANCE OR DIRECTION TO THE REFERENCE
 JU2986'MARKS.  FOLLOWING IS A NEW DESCRIPTION.
 JU2986'
 JU2986'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHEAST OF
 JU2986'TABERNACLE, 6-1/2 MILES SOUTHEAST OF BURRS MILL, 3 MILES
 JU2986'WEST-SOUTHWEST OF CHATSWORTH AND IS ON A PROMINENT KNOWN HILL,
 JU2986'APPLE PIE HILL, AND IS ON NEW JERSEY STATE FOREST LAND.
 JU2986'
 JU2986'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROADS 563
 JU2986'AND 532 IN CHATSWORTH, GO SOUTHWESTERLY ON HIGHWAY 532 FOR 1.45
 JU2986'MILES TO A SIDE ROAD LEFT WITH TWO BRICK PILLARS.  TURN LEFT ON
 JU2986'A GRADED ROAD, PASSING BETWEEN THE PILLARS AND GO SOUTHWESTERLY
 JU2986'FOR 0.25 MILE TO A GRADED ROAD LEFT, CONTINUE STRAIGHT AHEAD ON
 JU2986'THE MAIN TRAVELED ROAD FOR 1.7 MILES TO THE TOP OF THE HILL, AN
 JU2986'OLD LOOKOUT TOWER AND THE STATION.
 JU2986'
 JU2986'STATION MARK, IS A STANDARD DISK STAMPED APPLE PIE HILL 1871 1974,
 JU2986'IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT
 JU2986'IS FLUSH WITH THE GROUND SURFACE.  IT IS 51 FEET NORTHWEST OF
 JU2986'THE NORTHWEST LEG OF THE LOOKOUT TOWER, 34 FEET SOUTH OF THE
 JU2986'SOUTHWEST CORNER OF AN ABANDONED CONCRETE BLOCK BUILDING AND 26
 JU2986'FEET SOUTHEAST OF THE WEST ONE OF TWO UTILITY POLES.  NOTE 1B7A.
 JU2986'
 JU2986'REFERENCE MARK 1, IS A STANDARD DISK STAMPED APPLE PIE HILL
 JU2986'NO 1 1932, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 JU2986'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 68 FEET
 JU2986'SOUTHEAST OF THE WEST ONE OF TWO UTILITY POLES, 22.7 FEET
 JU2986'SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER AND 6 FEET
 JU2986'NORTH OF THE CENTER OF A TRACK ROAD.  NOTE 11A.
 JU2986'
 JU2986'REFERENCE MARK 2, IS A STANDARD DISK STAMPED APPLE PIE HILL
 JU2986'NO 2 1932, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 JU2986'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 65 FEET
 JU2986'SOUTHWEST OF THE WEST ONE OF THE TWO UTILITY POLES, 20.5 FEET
 JU2986'NORTHWEST OF A TRIANGULAR BLAZED TREE AND 10 FEET SOUTH OF THE
 JU2986'CENTER OF THE GRADED ROAD.  NOTE 11A.
 JU2986'
 JU2986'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2986'3 MILES WEST-SOUTHWEST OF CHATSWORTH.
 JU2986
 JU2986                          STATION RECOVERY (1980)
 JU2986
 JU2986'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (GFK)
 JU2986'TRIANGULATION STATION AND TWO REFERENCE MONUMENTS FOUND.  THE DISCS
 JU2986'ARE GONE.  REMOVAL OF THE DISCS IS PROBABLY VANDALISM.  CONCRETE
 JU2986'MONUMENTS ARE INTACT.  DESCRIPTION TO CONTROL AND REF. MONS
 JU2986'ADEQUATE.
 JU2986'
 JU2986'NEW DISCS REQUIRED ON CONTROL AND REFERENCE MONUMENTS.
 JU2986'
 JU2986'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WSW OF
 JU2986'CHATSWORTH.
 JU2986
 JU2986                          STATION RECOVERY (1984)
 JU2986
 JU2986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 JU2986'RECOVERED IN GOOD CONDITION.
 JU2986
 JU2986                          STATION RECOVERY (1988)
 JU2986
 JU2986'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988 (GRC)
 JU2986'THE STATION SURFACE MARK WAS FOUND IN POOR CONDITION. THE SUB-SURFACE
 JU2986'MARK WAS FOUND IN GOOD CONDITION.  THE DISC HAD BEEN CUT OFF AT THE
 JU2986'STEM OF THE TWO REFERENCE MARK BUT THE STEMS WERE IN GOOD CONDITION.
 JU2986'THE NEW DISKS SET AT THE ORIGINAL POSITION.  THE DISTANCES AND
 JU2986'DIRECTIONS TO THE TWO STEMS WERE WITHIN CLOSE AGREEMENT WITH THE
 JU2986'RECENT INFORMATION AVAILABLE ON THE TWO REFERENCE MARKS.
 JU2986'THIS WAS WRITTEN IN 1984 BY RALPH POUST.  THAT DESCRIPTION IS HEREIN
 JU2986'REWRITTEN BECAUSE REFERENCE MARKS HE OBSERVED ARE GONE. REFERENCE
 JU2986'MARK 5 WAS SET IN PLACE OF REFERENCE MARK 4. ONLY A DISTANCE WAS
 JU2986'MEASURED NO ANGLES.
 JU2986'
 JU2986'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI)
 JU2986'SOUTHWEST OF CHATSWORTH AND
 JU2986'12.6 KM (7.0 MI) SOUTHEAST OF TABERNACLE.
 JU2986'OWNERSHIP--LEASED BY STATE, OFFICE 609 720 9010 TOWER 726 1744.
 JU2986'
 JU2986'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 563 AND 532
 JU2986'IN CHATSWORTH, GO SOUTHWEST ON STATE ROUTE 532 FOR 2.3 KM (1.5 MI)
 JU2986'TO A ROAD LEFT AT TWO BRICK PILLARS.  TURN LEFT AND GO SOUTHWEST ON
 JU2986'RINGLER AVENUE FOR 0.5 KM (0.3 MI) TO WHERE PAVED ROAD TURNS LEFT.
 JU2986'CONTINUE AHEAD ON THE MAIN SAND ROAD FOR 2.7 KM (1.7 MI) TO THE
 JU2986'STATION AT THE TOP OF A HILL WEST OF A FIRE TOWER.
 JU2986'
 JU2986'THE STATION IS A STANDARD NGS DISK
 JU2986'STAMPED---APPLE PIE HILL 1871 1984---,
 JU2986'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU2986'30 CM IN DIAMETER RECESSED 20 CM BELOW GROUND.  LOCATED
 JU2986'16.51 METERS (54.15 FT) NORTHWEST FROM A DRILL HOLE IN THE
 JU2986'SOUTHWEST CORNER OF THE SOUTHWEST LEG BASE OF THE TOWER,
 JU2986'16.0 METERS (52.48 FT) WEST FROM A DRILL HOLE IN THE NORTHEAST
 JU2986'CORNER OF THE NORTHWEST LEG BASE OF THE TOWER,
 JU2986'9.30 METERS (30.50 FT) SOUTH FROM A DRILL HOLE ON THE SOUTH SIDE OF
 JU2986'A ROUND CONCRETE FOUNDATION AND IN LINE WITH A DRILL HOLE ON THE
 JU2986'NORTH SIDE OF THE FOUNDATION,
 JU2986'11.5 METERS (37.7 FT) NORTH FROM A WITNESS POST,
 JU2986'7.8 METERS (25.7 FT) SOUTHEAST FROM A POWER POLE STUB,
 JU2986'8.8 METERS (28.8 FT) SOUTH-SOUTHEAST FROM THE SQUARE SOUTHWEST
 JU2986'CORNER OF THGE CONCRETE FOUNDATION.       K
 JU2986'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 JU2986'STAMPED---APPLE PIE HILL 1871 1984---,
 JU2986'SET INTO AN IRREGULAR MASS OF CONCRETE 1.3 METERS BELOW THE SURFACE.
 JU2986'
 JU2986'REFERENCE MARK NO. 4 IS A STANDARD NJGS DISK
 JU2986'STAMPED---APPLE PIE HILL 1871 1984 NO 5 1988---,
 JU2986'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU2986'30 CM ON SIDE PROJECTING 20 CM ABOVE GROUND.  LOCATED
 JU2986'31.8 METERS (104.2 FT) WEST-SOUTHWEST FROM THE SOUTHWEST LEG OF THE
 JU2986'TOWER,
 JU2986'17.5 METERS (57.5 FT) WEST FROM A WITNESS POST AND
 JU2986'2.7 METERS (9.0 FT) SOUTH FROM THE CENTER OF THE ROAD.
 JU2986'MARK IS 0.4 METERS BELOW THE STATION.
 JU2986'
 JU2986'DESCRIBED BY R J KUZMA.
 JU2986
 JU2986                          STATION RECOVERY (1994)
 JU2986
 JU2986'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 JU2986'THE STATION IS LOCATED IN WOODLAND TOWNSHIP ON THE TOP OF A PROMINENT
 JU2986'HILL, KNOWN LOCALLY AS APPLE PIE HILL, WITHIN THE BOUNDARY OF THE
 JU2986'WHARTON STATE FOREST.  TO REACH THE STATION FROM THE INTERSECTION OF
 JU2986'COUNTY ROADS 532 AND 563 IN CHATSWORTH, GO SOUTHWEST ON COUNTY ROAD
 JU2986'532 FOR 1.5 MI (2.4 KM) TO THE TEE JUNCTION WITH RINGLER AVENUE ON THE
 JU2986'LEFT.  TURN LEFT AND GO SOUTHWEST ON RINGLER AVENUE, PASSING BETWEEN
 JU2986'TWO BRICK PILLARS, FOR 0.5 MI (0.8 KM) TO A WYE JUNCTION WITH A SAND
 JU2986'ROAD AHEAD AND THE PAVED ROAD CURVING TO THE LEFT.  CONTINUE AHEAD ON
 JU2986'THE SAND ROAD FOR 1.7 MI (2.7 KM) TO THE TOP OF THE HILL AND THE
 JU2986'STATION, WEST OF THE FIRE LOOKOUT TOWER.  THE STATION IS A STANDARD
 JU2986'CGS TRIANGULATION STATION DISK STAAMPED, APPLE PIE HILL 1871 1984 AND
 JU2986'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, RECESSED ABOUT 0.2 M (0.7
 JU2986'FT) BELOW THE GROUND.  THE STATION IS 16.5 M (54.1 FT) NORTHWEST FROM
 JU2986'A DRILL HOLE SET IN THE SOUTHWEST CORNER OF THE SOUTHWEST LEG OF THE
 JU2986'FIRE LOOKOUT TOWER, 16.0 M (52.5 FT) WEST FROM A DRILL HOLE SET IN THE
 JU2986'NORTHEAST CORNER OF THE NORTHWEST CONCRETE LEG OF THE FIRE LOOKOUT
 JU2986'TOWER AND 9.3 M (30.5 FT) SOUTH FROM A DRILL HOLE SET ON THE SOUTH
 JU2986'SIDE OF A CIRCULAR CONCRETE FOUNDATION AND IN LINE WITH THE DRILL HOLE
 JU2986'SET ON THE NORTH SIDE OF THE SAME FOUNDATION.
 JU2986
 JU2986                          STATION RECOVERY (2003)
 JU2986
 JU2986'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (GJT)
 JU2986'THE STATION WAS FOUND TO BE IN GOOD CONDITION. A WOODEN BUMPER FENCE
 JU2986'NOW ENCIRCLES THE TOP OF THE HILL TO PROTECT IT FROM VEHICLE DAMAGE.
 JU2986'THE FENCE WAS BUILT DIRECTLY OVER AND 6 INCHES ABOVE REFERENCE MARK
 JU2986'NO.2 WHICH WAS FOUND TO HAVE THE DISK REMOVED, PROBABLY FROM
 JU2986'VANDALISM. THE CONCRETE MONUMENT IS INTACT.
 JU2986' 
 JU2986'THE 1988 MENTION OF REFERENCE MARK NO.4 APPEARS TO BE INCORRECT, SINCE
 JU2986'THE LOCATION DESCRIPTION IS THE SAME AS REFERENCE MARK NO.2.
 JU2986
 JU2986                          STATION RECOVERY (2004)
 JU2986
 JU2986'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2004 (RJK)
 JU2986'THE STATION IS NEAR THE NORTHWEST CORNER OF THE PARKING AREA OF THE
 JU2986'FIRE LOOKOUT TOWER ON APPLE PIE HILL.  16.6 M WEST NORTHWEST OF THE
 JU2986'SOUTHWEST LEG OF THE FIRE TOWER, 15.9 M WEST OF THE NORTHWEST LEG OF
 JU2986'THE FIRE TOWER, 9.0 M SOUTH AND NORMAL TO THE WOODEN FENCE ON THE
 JU2986'NORTH SIDE OF THE PARKING AREA, 6.5 M EAST AND NORMAL TO THE WEST
 JU2986'WOODEN FENCE ON THE EAST SIDE OF THE PARKING AREA.  THE STATION IS
 JU2986'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4264 ***********************************************************************
 JU4264  DESIGNATION -  APRON
 JU4264  PID         -  JU4264
 JU4264  STATE/COUNTY-  NJ/ATLANTIC
 JU4264  USGS QUAD   -  PLEASANTVILLE (1994)
 JU4264
 JU4264                         *CURRENT SURVEY CONTROL
 JU4264  ___________________________________________________________________
 JU4264* NAD 83(1996)-  39 26 57.86327(N)    074 33 44.16437(W)     ADJUSTED  
 JU4264* NAVD 88     -        18.2    (meters)      60.     (feet)  VERTCON   
 JU4264  ___________________________________________________________________
 JU4264  X           -   1,312,791.267 (meters)                     COMP
 JU4264  Y           -  -4,753,828.407 (meters)                     COMP
 JU4264  Z           -   4,030,957.782 (meters)                     COMP
 JU4264  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 JU4264  ELLIP HEIGHT-         -15.50  (meters)          (09/23/02) GPS OBS
 JU4264  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JU4264
 JU4264  HORZ ORDER  -  B
 JU4264  ELLP ORDER  -  FOURTH    CLASS II
 JU4264
 JU4264.This mark is at Atlantic City Intl Airport (ACY)
 JU4264
 JU4264.The horizontal coordinates were established by GPS observations
 JU4264.and adjusted by the National Geodetic Survey in July 1997..
 JU4264
 JU4264.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4264
 JU4264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4264
 JU4264.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4264
 JU4264.The ellipsoidal height was determined by GPS observations
 JU4264.and is referenced to NAD 83.
 JU4264
 JU4264.The geoid height was determined by GEOID03.
 JU4264
 JU4264;                    North         East     Units Scale Factor Converg.
 JU4264;SPC NJ       -    68,390.330   144,640.782   MT  0.99990035   -0 02 22.4
 JU4264;SPC NJ       -   224,377.27    474,542.30   sFT  0.99990035   -0 02 22.4
 JU4264;UTM  18      - 4,366,741.046   537,663.118   MT  0.99961746   +0 16 41.3
 JU4264
 JU4264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4264!SPC NJ       -   1.00000243  x   0.99990035  =   0.99990278
 JU4264!UTM  18      -   1.00000243  x   0.99961746  =   0.99961989
 JU4264
 JU4264                          SUPERSEDED SURVEY CONTROL
 JU4264
 JU4264  ELLIP H (07/24/97)  -15.48   (m)                       GP(       ) 1 1
 JU4264  NAD 83(1992)-  39 26 57.86273(N)    074 33 44.16428(W) AD(       ) B
 JU4264  ELLIP H (10/07/92)  -15.55   (m)                       GP(       ) 4 1
 JU4264  NGVD 29 (10/07/92)   18.6    (m)           61.     (f) GPS OBS        
 JU4264
 JU4264.Superseded values are not recommended for survey control.
 JU4264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4264.See file dsdata.txt to determine how the superseded data were derived.
 JU4264
 JU4264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3766366741(NAD 83)
 JU4264_MARKER: N = NAIL
 JU4264_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4264_SP_SET: AIRPORT APRON
 JU4264_MARK LOGO: FAA   
 JU4264_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4264+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1991
 JU4264
 JU4264  HISTORY     - Date     Condition        Report By
 JU4264  HISTORY     - 1992     MONUMENTED       FAA
 JU4264  HISTORY     - 19911206 GOOD
 JU4264
 JU4264                          STATION DESCRIPTION
 JU4264
 JU4264'DESCRIBED BY FEDERAL AVIATION ADMINISTRATION 1992
 JU4264'THE STATION IS ON THE PROPERTY OF THE FEDERAL AVIATION ADMINISTRATION
 JU4264'TECHNICAL CENTER FACILITY IN ATLANTIC COUNTY, NEW JERSEY
 JU4264'APPROXIMATELY 18 KM (11.18 MI) WEST OF ATLANTIC CITY AND 3 KM
 JU4264'(1.86 MI) SOUTH OF POMONA.  ENTRANCE TO THE FACILITY IS STRICKLY
 JU4264'REGULATED.  A POINT OF CONTACT AT THIS TIME IS JEFFERY WOLFE,
 JU4264'ENGINEERING DEPARTMENT, 609 484 4430.  TO REACH THE STATION FROM THE
 JU4264'TRAFFIC CIRCLE AT THE JUNCTION OF COUNTY ROAD 563, TILDEN ROAD, AND
 JU4264'COUNTY ROAD 648 GO NORTH ON THE FAA TECHNICAL ENTRANCE ROAD FOR 1.6
 JU4264'KM (0.99 MI) TO THE GUARD SHACK AT THE FACILITY ENTRANCE.  AT
 JU4264'ENTRANCE BEAR LEFT WEST AND NORTH FOR 1.O KM TO BUILDING 301, THE
 JU4264'HANGER, A LARGE RECTANGULAR CONCRETE BUILDING.  THE DRIVE IN GATE
 JU4264'WHICH REQUIRES A PASS IS ON THE EAST SIDE OF THE BUILDING, AND THE
 JU4264'CONTROL AREA OPERATION OFFICE ON THE FIRST FLOOR IN THE NORTHEAST
 JU4264'CORNER OF THE BUILDING.  AT ENTRANCE THROUGH THE GATE ONE IS ON THE
 JU4264'TEST FACILITY APRON.  GO EAST FOR ABOUT 336 M (1102.36 FT) FROM THE
 JU4264'NORTHEAST CORNER OF THE HANGER TO THE MARK, A NAIL 0.2, DRIVEN INTO
 JU4264'THE CONCRETE APRON.  IT IS LOCATED 31 PACES SOUTH OF THE NORTH EDGE
 JU4264'OF THE APRON, 30 PACES SOUTHWEST OF A BLUE RUNWAY LIGHT, 30 PACES
 JU4264'SOUTHEAST OF A 1 M (3.28 FT) SQUARE, YELLOW PAINTED HEAVY STEEL COVER
 JU4264'FOR A ELECTRICAL CONDUIT.  132 IS PAINTED ON THE APRON NEAR THE NAIL.
 JU4264
 JU4264                          STATION RECOVERY (1991)
 JU4264
 JU4264'RECOVERED 1991
 JU4264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3916 ***********************************************************************
 KV3916  DESIGNATION -  APT 1932
 KV3916  PID         -  KV3916
 KV3916  STATE/COUNTY-  NJ/BERGEN
 KV3916  USGS QUAD   -  WEEHAWKEN (1995)
 KV3916
 KV3916                         *CURRENT SURVEY CONTROL
 KV3916  ___________________________________________________________________
 KV3916* NAD 83(1996)-  40 51 58.81537(N)    074 01 49.83774(W)     ADJUSTED  
 KV3916* NAVD 88     -        33.0    (meters)     108.     (feet)  GPS OBS   
 KV3916  ___________________________________________________________________
 KV3916  X           -   1,328,943.093 (meters)                     COMP
 KV3916  Y           -  -4,643,907.108 (meters)                     COMP
 KV3916  Z           -   4,151,210.035 (meters)                     COMP
 KV3916  LAPLACE CORR-           7.70  (seconds)                    DEFLEC99
 KV3916  ELLIP HEIGHT-           1.16  (meters)          (10/23/02) GPS OBS
 KV3916  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KV3916
 KV3916  HORZ ORDER  -  FIRST
 KV3916  ELLP ORDER  -  FOURTH    CLASS I
 KV3916
 KV3916.The horizontal coordinates were established by GPS observations
 KV3916.and adjusted by the National Geodetic Survey in May 1999..
 KV3916
 KV3916.The orthometric height was determined by GPS observations and a
 KV3916.high-resolution geoid model.
 KV3916
 KV3916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV3916
 KV3916.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3916
 KV3916.The ellipsoidal height was determined by GPS observations
 KV3916.and is referenced to NAD 83.
 KV3916
 KV3916.The geoid height was determined by GEOID03.
 KV3916
 KV3916;                    North         East     Units Scale Factor Converg.
 KV3916;SPC NJ       -   225,811.584   189,576.383   MT  0.99991927   +0 18 25.9
 KV3916;SPC NJ       -   740,850.17    621,968.52   sFT  0.99991927   +0 18 25.9
 KV3916;SPC NY E     -   225,811.584   189,576.383   MT  0.99991927   +0 18 25.9
 KV3916;SPC NY E     -   740,850.17    621,968.52   sFT  0.99991927   +0 18 25.9
 KV3916;UTM  18      - 4,524,371.726   581,700.613   MT  0.99968216   +0 38 03.7
 KV3916
 KV3916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3916!SPC NJ       -   0.99999982  x   0.99991927  =   0.99991909
 KV3916!SPC NY E     -   0.99999982  x   0.99991927  =   0.99991909
 KV3916!UTM  18      -   0.99999982  x   0.99968216  =   0.99968198
 KV3916
 KV3916:                Primary Azimuth Mark                     Grid Az
 KV3916:SPC NJ       -  BOGOTA HIGH SCHOOL CUPOLA                023 58 51.6
 KV3916:SPC NY E     -  BOGOTA HIGH SCHOOL CUPOLA                023 58 51.6
 KV3916:UTM  18      -  BOGOTA HIGH SCHOOL CUPOLA                023 39 13.8
 KV3916
 KV3916|---------------------------------------------------------------------|
 KV3916| PID    Reference Object                     Distance      Geod. Az  |
 KV3916|                                                           dddmmss.s |
 KV3916| KV3886 BOGOTA HIGH SCHOOL CUPOLA           APPROX. 1.4 KM 0241717.5 |
 KV3916| KV3965 RIDGEFIELD PK NEIGHB REFORM CH      APPROX. 0.7 KM 0973014.4 |
 KV3916| KV3938 RIDGEFIELD PARK MUN BLDG CUP        APPROX. 1.0 KM 1531819.0 |
 KV3916| KV3948 HACKENSACK SHULTZ CO STACK          APPROX. 0.5 KM 2153240.0 |
 KV3916| KV3944 HACKENSACK ST JOSEPHS CATH CH       APPROX. 0.7 KM 2445644.2 |
 KV3916| KV3964 HACKENSACK CH IMM CONC SPIRE        APPROX. 1.0 KM 2671130.0 |
 KV3916| KV3959 BOGOTA CONTINENTAL PAPER CHIM       366.769 METERS 30527     |
 KV3916| KV3928 HACKENSACK PUB SERV CHIMNEY         APPROX. 1.0 KM 3070056.3 |
 KV3916| KV3929 HACKENSACK PUB SERV GAS HOLDER      APPROX. 0.9 KM 3092846.4 |
 KV3916| KV3922 HACKENSACK HARRY GLUCKIN STACK      APPROX. 1.3 KM 3172403.8 |
 KV3916| KV3883 HACKENSACK BERGEN CTHSE FLAG        APPROX. 1.8 KM 3201520.7 |
 KV3916| KV3910 HACKENSACK BERGEN CTHSE DOME        APPROX. 1.8 KM 3203252.2 |
 KV3916| KV3887 HACKENSACK CITY INCIN CHIMNEY       APPROX. 1.5 KM 3253505.8 |
 KV3916| KV3931 BOGOTA FED PAPER BOARD TANK         395.394 METERS 32543     |
 KV3916| KV3930 BOGOTA FED PAPER BOARD CHIMNEY      420.954 METERS 3262331.3 |
 KV3916| KV3890 BOGOTA GEORGE M BREWSTER STACK      APPROX. 1.6 KM 3350231.3 |
 KV3916| KV3891 HACKENSACK CITY NATL BANK FLAG      APPROX. 2.4 KM 3360422.9 |
 KV3916| KV3905 HACKENSACK FIRST PRESB CHURCH       APPROX. 2.9 KM 3403019.2 |
 KV3916| KV3901 HACKENSACK HOLY TRINITY CHURCH      APPROX. 3.2 KM 3441228.5 |
 KV3916| KV3902 HACKENSACK SEARS FLAGPOLE           APPROX. 3.0 KM 3454416.7 |
 KV3916|---------------------------------------------------------------------|
 KV3916
 KV3916                          SUPERSEDED SURVEY CONTROL
 KV3916
 KV3916  NAD 83(1996)-  40 51 58.81525(N)    074 01 49.83784(W) AD(       ) 1
 KV3916  NAD 83(1996)-  40 51 58.81421(N)    074 01 49.83905(W) AD(       ) 1
 KV3916  NAD 83(1992)-  40 51 58.81179(N)    074 01 49.83968(W) AD(       ) 1
 KV3916  NAD 83(1986)-  40 51 58.81370(N)    074 01 49.83988(W) AD(       ) 1
 KV3916  NAD 83(1986)-  40 51 58.82117(N)    074 01 49.83540(W) AD(       ) 3
 KV3916  NAD 27      -  40 51 58.45800(N)    074 01 51.33700(W) AD(       ) 3
 KV3916
 KV3916.Superseded values are not recommended for survey control.
 KV3916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3916.See file dsdata.txt to determine how the superseded data were derived.
 KV3916
 KV3916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8170124372(NAD 83)
 KV3916_MARKER: DS = TRIANGULATION STATION DISK
 KV3916_SETTING: 0 = UNSPECIFIED SETTING
 KV3916_STAMPING: APT 1932
 KV3916_MARK LOGO: CGS   
 KV3916_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3916+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 KV3916
 KV3916  HISTORY     - Date     Condition        Report By
 KV3916  HISTORY     - 1932     MONUMENTED       CGS
 KV3916  HISTORY     - 1932     GOOD             CGS
 KV3916  HISTORY     - 1934     GOOD             CGS
 KV3916  HISTORY     - 19920715 GOOD             NJGS
 KV3916
 KV3916                          STATION DESCRIPTION
 KV3916
 KV3916'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3916'THIS STATION IS ON THE W SIDE OF THE HACKENSACK RIVER, IN
 KV3916'RIDGEFIELD PARK ON THE W SIDE OF AND AT 140 SECOND STREET, N
 KV3916'OF CENTRAL AVENUE.  IT IS ATOP A 4-STORY, RED BRICK APARTMENT
 KV3916'HOUSE NEAR THE SW CORNER OF THE ROOF.
 KV3916'
 KV3916'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK STAMPED
 KV3916'APT-1932 SET IN THE TOP OF A DOME-SHAPED CONCRETE MONUMENT
 KV3916'(SECURED TO THE WOODEN ROOF BY LAG-SCREWS).  NO REFERENCE MARKS
 KV3916'WERE PLACED.  REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV3916'
 KV3916'NORMAL TO INSIDE FACE OF S WALL 1.168 METERS.
 KV3916'
 KV3916'TO SW CORNER OF WALL (INSIDE) 2.186 METERS.
 KV3916'
 KV3916'NORMAL TO INSIDE FACE W WALL 1.850 METERS.
 KV3916'
 KV3916'TO NEAR CIRCUMFERENCE OF VENT PIPE TOWARD THE E 4.240 METERS.
 KV3916'
 KV3916'ALL MEASUREMENTS TAKEN AT HEIGHT OF MONUMENT.
 KV3916'
 KV3916'THERE IS AMPLE ROOM AND FAIR FOOTING FOR CENTRAL TRIPOD
 KV3916'SET-UPS.  LEAD-BLOCK FOOTINGS ARE RECOMMENDED TO PROHIBIT LEG-SLIP
 KV3916'ON THE TAR-PAPER ROOFING.  THE UNSTABLE WOODEN ROOF NECESSITATES
 KV3916'AN OBSERVERS PLATFORM.
 KV3916'
 KV3916'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
 KV3916
 KV3916                          STATION RECOVERY (1932)
 KV3916
 KV3916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 KV3916'RECOVERED IN GOOD CONDITION.
 KV3916
 KV3916                          STATION RECOVERY (1934)
 KV3916
 KV3916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV3916'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV3916
 KV3916                          STATION RECOVERY (1992)
 KV3916
 KV3916'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV3916'THE STATION IS LOCATED IN THE VILLAGE OF RIDGEFIELD PARK ON THE TOP OF
 KV3916'THE SOUTHWEST CORNER ROOF OF A FOUR STORY RED BRICK APARTMENT
 KV3916'BUILDING, THE WINFIELD, 114 SECOND STREET, LOCATED NEAR THE JUNCTION
 KV3916'OF INTERSTATE HIGHWAY 80 AND SECOND STREET.  TO REACH THE STATION
 KV3916'FROM U.S. INTERSTATE HIGHWAY 80 EASTBOUND EXIT RAMP, WHICH IS
 KV3916'IMMEDIATLY EAST OF THE HACKENSACK RIVER, LEADING TO PALISADE AVENUE,
 KV3916'TURN RIGHT ON PALISADE AVENUE, ALSO CALLED SECOND STREET IN
 KV3916'RIDGEFIELD AND GO 0.05 MI (0.08 KM) SOUTH TO THE APARTMENT BUILDING
 KV3916'ON THE RIGHT.  TO REACH THE STATION FROM EXIT 18 OF THE N.J.
 KV3916'TURNPIKE, GO NORTH ON INTERSTATE 95 TO THE JUNCTION WITH STATE ROUTE
 KV3916'46, TAKE THE WESTBOUND LANES TOWARD HACKENSACK FOR ABOUT 0.65 MI
 KV3916'(1.05 KM) TO THE JUNCTION WITH MAIN STREET, TURN RIGHT AND GO 0.95 MI
 KV3916'(1.53 KM) NORTH ON MAIN STREET TO THE JUNCTION WITH CENTRAL AVENUE,
 KV3916'TURN LEFT AND GO 0.35 MI (0.56 KM) WEST ON CENTRAL AVENUE TO THE
 KV3916'JUNCTION WITH SECOND STREET, TURN RIGHT AND GO 0.05 MI (0.08 KM)
 KV3916'NORTH TO THE APARTMENT BUILDING ON THE LEFT.  PERMISSION TO OCCUPY THE
 KV3916'STATION AND TO GAIN ACCESS TO THE ROOF MUST BE OBTAINED FROM MR.
 KV3916'CHARLES GRAVES, BUILDING SUPERINTENDENT, PHONE  201 440 9289.  IN THE
 KV3916'EVENT THAT HE IS UNVAILABLE, HE REQUESTS THAT HIS BROTHER, HARRY
 KV3916'GRAVES BE NOTIFIED, PHONE 201 440 9589. MR. GRAVES ALSO REQUESTS THAT
 KV3916'WOOD BLOCKS BE USED FOR TRIPOD LEG SUPPORTS SO THAT THE NEWLY TARED
 KV3916'ROOF IS NOT DAMAGED OR PERFORATED. THE STATION IS 3.81 FT (1.16 M)
 KV3916'NORTHEAST FROM THE INSIDE FACE OF THE SOUTH WALL, 6.05 FT (1.84 M)
 KV3916'SOUTHEAST FROM THE INSIDE FACE OF THE WEST WALL AND 51.9 FT (15.8 M)
 KV3916'WEST NORTHWEST FROM THE CENTERLINE OF THE DOOR LEADING TO THE ROOF.
 KV3916'THE STATION IS A STANDARD DISK, STAMPED APT 1932, SET IN THE TOP OF A
 KV3916'DOME SHAPED CONCRETE MONUMENT, WHICH IS SECURED TO THE ROOF WITH LAG
 KV3916'SCREWS. THERE IS AMPLE ROOM FOR SAFE TRIPOD SETUP.  OWNERSHIP IS MR.
 KV3916'S.A. STANINLOFF, 231 ANDERSON STREET, HACKENSACK, N.J. 07601.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB3786 ***********************************************************************
 AB3786  DESIGNATION -  ARH HAMMONTON
 AB3786  PID         -  AB3786
 AB3786  STATE/COUNTY-  NJ/ATLANTIC
 AB3786  USGS QUAD   -  NEWTONVILLE (1972)
 AB3786
 AB3786                         *CURRENT SURVEY CONTROL
 AB3786  ___________________________________________________________________
 AB3786* NAD 83(1996)-  39 37 23.93330(N)    074 46 30.03614(W)     ADJUSTED  
 AB3786* NAVD 88     -        24.3    (meters)      80.     (feet)  GPS OBS   
 AB3786  ___________________________________________________________________
 AB3786  X           -   1,291,904.602 (meters)                     COMP
 AB3786  Y           -  -4,746,815.225 (meters)                     COMP
 AB3786  Z           -   4,045,852.785 (meters)                     COMP
 AB3786  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AB3786  ELLIP HEIGHT-          -9.10  (meters)          (09/23/02) GPS OBS
 AB3786  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 AB3786
 AB3786  HORZ ORDER  -  A
 AB3786  ELLP ORDER  -  FOURTH    CLASS I
 AB3786
 AB3786.The horizontal coordinates were established by GPS observations
 AB3786.and adjusted by the National Geodetic Survey in July 1997..
 AB3786
 AB3786.The orthometric height was determined by GPS observations and a
 AB3786.high-resolution geoid model.
 AB3786
 AB3786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3786
 AB3786.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3786
 AB3786.The ellipsoidal height was determined by GPS observations
 AB3786.and is referenced to NAD 83.
 AB3786
 AB3786.The geoid height was determined by GEOID03.
 AB3786
 AB3786;                    North         East     Units Scale Factor Converg.
 AB3786;SPC NJ       -    87,730.987   126,389.645   MT  0.99990686   -0 10 31.4
 AB3786;SPC NJ       -   287,830.75    414,663.36   sFT  0.99990686   -0 10 31.4
 AB3786;UTM  18      - 4,385,974.387   519,310.196   MT  0.99960459   +0 08 36.5
 AB3786
 AB3786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3786!SPC NJ       -   1.00000143  x   0.99990686  =   0.99990829
 AB3786!UTM  18      -   1.00000143  x   0.99960459  =   0.99960602
 AB3786
 AB3786                          SUPERSEDED SURVEY CONTROL
 AB3786
 AB3786  ELLIP H (07/24/97)   -9.12   (m)                       GP(       ) 2 1
 AB3786  NAD 83(1992)-  39 37 23.93257(N)    074 46 30.03649(W) AD(1996.00) A
 AB3786  ELLIP H (06/07/96)   -9.12   (m)                       GP(1996.00) 1 1
 AB3786
 AB3786.Superseded values are not recommended for survey control.
 AB3786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3786.See file dsdata.txt to determine how the superseded data were derived.
 AB3786
 AB3786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1931085974(NAD 83)
 AB3786_MARKER: DD = SURVEY DISK
 AB3786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3786_STAMPING: ARH HAMMONTON 1994
 AB3786_MARK LOGO: NJGS  
 AB3786_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3786+STABILITY: SURFACE MOTION
 AB3786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3786+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1999
 AB3786
 AB3786  HISTORY     - Date     Condition        Report By
 AB3786  HISTORY     - 1994     MONUMENTED       NJGS
 AB3786  HISTORY     - 19961211 GOOD             NJGS
 AB3786  HISTORY     - 19990719 GOOD             NJGS
 AB3786
 AB3786                          STATION DESCRIPTION
 AB3786
 AB3786'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AB3786'THE STATION IS LOCATED 45.1 KM (28.0 MI) SOUTHEAST OF CAMDEN, 41.8 KM
 AB3786'(26.0 MI) NORTHWEST OF ATLANTIC CITY AND 3.2 KM (2.0 MI) EAST OF
 AB3786'HAMMONTON, AT THE EAST END OF HAMMMONTON LAKE IN THE SANDY PINE
 AB3786'BARRENS OF SOUTHERN NEW JERSEY AND ON PRIVATE PROPERTY.  PERMISSION TO
 AB3786'OCCUPY THE STATION SHOULD BE OBTAINED FROM ADAMS REHMAN AND HEGGAN,
 AB3786'850 SOUTH WHITE HORSE PIKE, HAMMONTON, NEW JERSEY.  PHONE 609 561
 AB3786'0482. TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 30
 AB3786'AND 206 NEAR HAMMONTON, GO SOUTHEAST ON U.S. HIGHWAY 30, THE WHITE
 AB3786'HORSE PIKE, FOR 2.1 KM (1.3 MI) TO AN INTERSECTION WITH COUNTY ROAD
 AB3786'542. CONTINUE AHEAD, SOUTHEASTERLY, ON U.S. HIGHWAY 30 FOR 1.21 KM
 AB3786'(0.75 MI) TO A PAVED DRIVEWAY AND PARKING AREA ON THE RIGHT, AT NUMBER
 AB3786'850 SOUTH WHITE HORSE PIKE.  TURN RIGHT, WESTERLY, INTO THE PARKING
 AB3786'AREA FOR ABOUT 45 M (147.6 FT) TO THE NORTHWEST CORNER OF THE PARKING
 AB3786'AREA AND THE STATION, SET FLUSH WITH THE GROUND NEAR A DRAINAGE
 AB3786'RETENTION BASIN. THE STATION IS 2.2 M (7.2 FT) NORTH FROM A TIMBER
 AB3786'CURB AND EDGE OF PAVING, 1.9 M (6.2 FT) EAST FROM A TIMBER CURB AND
 AB3786'EDGE OF PAVING AND 12.5 M (41.0 FT) WEST SOUTHWEST FROM A NAIL SET IN
 AB3786'THE NORTH SIDE OF THE TRUNK OF THE WESTERLY TREE OF A TWIN OAK TREE.
 AB3786
 AB3786                          STATION RECOVERY (1996)
 AB3786
 AB3786'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 AB3786'RECOVERED AS DESCRIBED.
 AB3786
 AB3786                          STATION RECOVERY (1999)
 AB3786
 AB3786'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (JVS)
 AB3786'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4136 ***********************************************************************
 KV4136  DESIGNATION -  ARLINGTON
 KV4136  PID         -  KV4136
 KV4136  STATE/COUNTY-  NJ/HUDSON
 KV4136  USGS QUAD   -  ORANGE (1981)
 KV4136
 KV4136                         *CURRENT SURVEY CONTROL
 KV4136  ___________________________________________________________________
 KV4136* NAD 83(1996)-  40 46 34.39431(N)    074 08 58.25216(W)     ADJUSTED  
 KV4136* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 KV4136  ___________________________________________________________________
 KV4136  LAPLACE CORR-           6.04  (seconds)                    DEFLEC99
 KV4136  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KV4136
 KV4136  HORZ ORDER  -  THIRD
 KV4136
 KV4136.The horizontal coordinates were established by classical geodetic methods
 KV4136.and adjusted by the National Geodetic Survey in September 1999..
 KV4136
 KV4136.The orthometric height was scaled from a topographic map.
 KV4136
 KV4136.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4136
 KV4136.The geoid height was determined by GEOID03.
 KV4136
 KV4136;                    North         East     Units Scale Factor Converg.
 KV4136;SPC NJ       -   215,758.059   179,584.740   MT  0.99991077   +0 13 44.1
 KV4136;SPC NJ       -   707,866.23    589,187.60   sFT  0.99991077   +0 13 44.1
 KV4136;SPC NY L     -    67,699.346   287,378.181   MT  0.99999573   -0 05 52.1
 KV4136;SPC NY L     -   222,110.27    942,839.92   sFT  0.99999573   -0 05 52.1
 KV4136;UTM  18      - 4,514,263.812   571,768.895   MT  0.99966340   +0 33 19.7
 KV4136
 KV4136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4136!SPC NJ       -   1.00000291  x   0.99991077  =   0.99991368
 KV4136!SPC NY L     -   1.00000291  x   0.99999573  =   0.99999864
 KV4136!UTM  18      -   1.00000291  x   0.99966340  =   0.99966631
 KV4136
 KV4136:                Primary Azimuth Mark                     Grid Az
 KV4136:SPC NJ       -  STACK NEAR SPIRE                         001 43 49.8
 KV4136:SPC NY L     -  STACK NEAR SPIRE                         002 03 26.0
 KV4136:UTM  18      -  STACK NEAR SPIRE                         001 24 14.2
 KV4136
 KV4136|---------------------------------------------------------------------|
 KV4136| PID    Reference Object                     Distance      Geod. Az  |
 KV4136|                                                           dddmmss.s |
 KV4136| KV4163 STACK NEAR SPIRE                    APPROX. 0.9 KM 0015733.9 |
 KV4136| KV4162 SPIRE                               APPROX. 1.2 KM 0025630.5 |
 KV4136| KV4182 CHIMNEY NEAR CIDER                  APPROX. 3.5 KM 0080412.9 |
 KV4136| KV4166 SQUARE CHIMNEY 2                    APPROX. 1.9 KM 0085800.0 |
 KV4136| KV4135 BELLEVILLE NEALY WIRE WKS CHIM      APPROX. 2.0 KM 0102914.8 |
 KV4136| KV4174 NEW CHIMNEY 4                       APPROX. 2.4 KM 0130913.2 |
 KV4136| CB5651 ARLINGTON RM 2                                     12227     |
 KV4136| KV4147 CHILD                               414.415 METERS 2210657.6 |
 KV4136| KV4151 MAGNESIA COMPANY STACK              APPROX. 0.6 KM 2384525.6 |
 KV4136| KV4150 LIME                                APPROX. 0.5 KM 2385118.5 |
 KV4136| KV4196 ERIE STACK                          419.257 METERS 2885949.9 |
 KV4136| KV4205 ERIE                                239.797 METERS 31229     |
 KV4136| CB5650 ARLINGTON RM 1                                     33328     |
 KV4136|---------------------------------------------------------------------|
 KV4136
 KV4136                          SUPERSEDED SURVEY CONTROL
 KV4136
 KV4136  NAD 83(1996)-  40 46 34.39408(N)    074 08 58.25243(W) AD(       ) 3
 KV4136  NAD 83(1986)-  40 46 34.38996(N)    074 08 58.25814(W) AD(       ) 3
 KV4136  NAD 27      -  40 46 34.03300(N)    074 08 59.73600(W) AD(       ) 3
 KV4136
 KV4136.Superseded values are not recommended for survey control.
 KV4136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4136.See file dsdata.txt to determine how the superseded data were derived.
 KV4136
 KV4136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7176914264(NAD 83)
 KV4136_MARKER: K = CLAY TILE PIPE
 KV4136_SETTING: 0 = UNSPECIFIED SETTING
 KV4136
 KV4136  HISTORY     - Date     Condition        Report By
 KV4136  HISTORY     - 1913     MONUMENTED       CGS
 KV4136  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4136  HISTORY     - 20051127 MARK NOT FOUND   GEOCAC
 KV4136
 KV4136                          STATION DESCRIPTION
 KV4136
 KV4136'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4136'STATION IS ON THE E SIDE OF PASSAIC RIVER, IN WEST ARLINGTON,
 KV4136'JUST W OF THE RAILROAD STATION AND ON THE RAILROAD EMBANKMENT
 KV4136'LEADING TO THE ERIE RAILROAD BRIDGE.
 KV4136'
 KV4136'THIS STATION IS 26.85 FEET FROM THE SW CORNER OF THE BRIDGE
 KV4136'ABUTMENT AND IS MARKED BY A TILE PIPE.  THE SUBSURFACE MARK
 KV4136'IS A BURIED BOTTLE SET IN CONCRETE.
 KV4136
 KV4136                          STATION RECOVERY (1933)
 KV4136
 KV4136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4136'STATION REPORTED LOST.
 KV4136
 KV4136                          STATION RECOVERY (2005)
 KV4136
 KV4136'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV4136'DECADES OF DETRITUS HAVE BURIED THIS LOCATION.  A FIBER OPTIC CABLE IS
 KV4136'BURIED HERE.  STATION SHOULD BE CONSIDERED DESTROYED.
 KV4136'A DISK (PGR45-66) WAS PLACED ON THE SE CORNER OF THE BRIDGE ABUTMENT
 KV4136'IN 1966 BY THE CORPS OF ENGINEERS-U.S. ARMY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4137 ***********************************************************************
 KV4137  DESIGNATION -  ARLINGTON COMPANY CHIMNEY
 KV4137  PID         -  KV4137
 KV4137  STATE/COUNTY-  NJ/HUDSON
 KV4137  USGS QUAD   -  ORANGE (1981)
 KV4137
 KV4137                         *CURRENT SURVEY CONTROL
 KV4137  ___________________________________________________________________
 KV4137* NAD 83(1996)-  40 46 03.67932(N)    074 08 10.16817(W)     ADJUSTED  
 KV4137* NAVD 88     -                                                        
 KV4137  ___________________________________________________________________
 KV4137  LAPLACE CORR-           6.16  (seconds)                    DEFLEC99
 KV4137  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KV4137
 KV4137  HORZ ORDER  -  THIRD
 KV4137
 KV4137.The horizontal coordinates were established by classical geodetic methods
 KV4137.and adjusted by the National Geodetic Survey in September 1999..
 KV4137
 KV4137
 KV4137.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4137
 KV4137.The geoid height was determined by GEOID03.
 KV4137
 KV4137;                    North         East     Units Scale Factor Converg.
 KV4137;SPC NJ       -   214,815.273   180,716.117   MT  0.99991161   +0 14 15.3
 KV4137;SPC NJ       -   704,773.11    592,899.46   sFT  0.99991161   +0 14 15.3
 KV4137;SPC NY L     -    66,750.044   288,504.260   MT  0.99999593   -0 05 20.6
 KV4137;SPC NY L     -   218,995.77    946,534.39   sFT  0.99999593   -0 05 20.6
 KV4137;UTM  18      - 4,513,327.720   572,905.346   MT  0.99966542   +0 33 50.8
 KV4137
 KV4137                          SUPERSEDED SURVEY CONTROL
 KV4137
 KV4137  NAD 83(1996)-  40 46 03.67932(N)    074 08 10.16840(W) AD(       ) 4
 KV4137  NAD 83(1986)-  40 46 03.67734(N)    074 08 10.17369(W) AD(       ) 4
 KV4137  NAD 27      -  40 46 03.25000(N)    074 08 11.67200(W) AD(       ) 3
 KV4137
 KV4137.Superseded values are not recommended for survey control.
 KV4137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4137.See file dsdata.txt to determine how the superseded data were derived.
 KV4137
 KV4137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7290513328(NAD 83)
 KV4137_MARKER: 85 = CHIMNEY
 KV4137
 KV4137  HISTORY     - Date     Condition        Report By
 KV4137  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4137
 KV4137                          STATION DESCRIPTION
 KV4137
 KV4137'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5514 ***********************************************************************
 KV5514  DESIGNATION -  ARNEY 2
 KV5514  PID         -  KV5514
 KV5514  STATE/COUNTY-  NJ/BURLINGTON
 KV5514  USGS QUAD   -  COLUMBUS (1981)
 KV5514
 KV5514                         *CURRENT SURVEY CONTROL
 KV5514  ___________________________________________________________________
 KV5514* NAD 83(1996)-  40 00 28.36451(N)    074 42 21.74224(W)     ADJUSTED  
 KV5514* NAVD 88     -        69.55   (+/-2cm)     228.2    (feet)  VERTCON   
 KV5514  ___________________________________________________________________
 KV5514  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 KV5514  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KV5514
 KV5514  HORZ ORDER  -  FIRST
 KV5514  VERT ORDER  -  THIRD ? (See Below)
 KV5514
 KV5514.The horizontal coordinates were established by classical geodetic methods
 KV5514.and adjusted by the National Geodetic Survey in September 1999..
 KV5514
 KV5514.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5514.The vertical order pertains to the NGVD 29 superseded value.
 KV5514
 KV5514.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5514
 KV5514.The geoid height was determined by GEOID03.
 KV5514
 KV5514;                    North         East     Units Scale Factor Converg.
 KV5514;SPC NJ       -   130,409.500   132,409.266   MT  0.99990381   -0 07 56.9
 KV5514;SPC NJ       -   427,851.83    434,412.73   sFT  0.99990381   -0 07 56.9
 KV5514;SPC PA S     -    79,376.740   859,851.375   MT  0.99998918   +1 58 29.6
 KV5514;SPC PA S     -   260,421.85  2,821,029.05   sFT  0.99998918   +1 58 29.6
 KV5514;UTM  18      - 4,428,673.093   525,089.514   MT  0.99960775   +0 11 20.3
 KV5514
 KV5514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5514!SPC NJ       -   0.99999420  x   0.99990381  =   0.99989801
 KV5514!SPC PA S     -   0.99999420  x   0.99998918  =   0.99998338
 KV5514!UTM  18      -   0.99999420  x   0.99960775  =   0.99960195
 KV5514
 KV5514|---------------------------------------------------------------------|
 KV5514| PID    Reference Object                     Distance      Geod. Az  |
 KV5514|                                                           dddmmss.s |
 KV5514| CB5654 ARNEY 2 RM 2                         28.566 METERS 02902     |
 KV5514| KV5515 MAP CONTROL STATION USE 1935         19.290 METERS 05711     |
 KV5514| KV5516 RCA COMMUNICATIONS INC TOWER         59.735 METERS 05720     |
 KV5514| CB5652 ARNEY 2 AZ MK                                      2264240.9 |
 KV5514| CB5655 ARNEY 2 RM 3                          9.612 METERS 29707     |
 KV5514| CB5653 ARNEY 2 RM 1                         33.802 METERS 33115     |
 KV5514|---------------------------------------------------------------------|
 KV5514
 KV5514                          SUPERSEDED SURVEY CONTROL
 KV5514
 KV5514  NAD 83(1986)-  40 00 28.35966(N)    074 42 21.74044(W) AD(       ) 1
 KV5514  NAD 27      -  40 00 27.95600(N)    074 42 23.16400(W) AD(       ) 1
 KV5514  NGVD 29 (07/19/86)   69.92   (m)          229.4    (f) LEVELING    3  
 KV5514
 KV5514.Superseded values are not recommended for survey control.
 KV5514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5514.See file dsdata.txt to determine how the superseded data were derived.
 KV5514
 KV5514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2509028673(NAD 83)
 KV5514_MARKER: DB = BENCH MARK DISK
 KV5514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5514
 KV5514  HISTORY     - Date     Condition        Report By
 KV5514  HISTORY     - 1935     MONUMENTED       USE
 KV5514  HISTORY     - 1940     GOOD             NJGS
 KV5514  HISTORY     - 1947     GOOD             CGS
 KV5514
 KV5514                          STATION DESCRIPTION
 KV5514
 KV5514'DESCRIBED BY US ENGINEERS 1935 (JB)
 KV5514'THE STATION IS A UNITED STATES CORPS OF ENGINEERS BENCH MARK,
 KV5514'LOCATED ON THE TOP OF THE EASTERNMOST MOUND OF ARNEYS MOUNT, 13
 KV5514'PACES EAST-NORTHEAST OF THE EASTERNMOST OF SEVERAL WOODEN POLES,
 KV5514'ABOUT 50 YARDS SOUTHWEST OF A 200-FOOT, STEEL TELEVISION
 KV5514'TOWER.  THE STATION MARK IS A STANDARD UNITED STATES ENGINEERS
 KV5514'BENCH MARK, SET IN A 4- BY 4-INCH CONCRETE MARK 1 INCH ABOVE
 KV5514'GROUND.
 KV5514'
 KV5514'REFERENCE MARK NO.1 IS 110.9 FEET NORTHWEST OF STATION, 3 PACES
 KV5514'NORTHWEST OF CENTERLINE OF ROAD, 8 PACES NORTH OF WOODEN POLE,
 KV5514'AND PROJECTS 4 INCHES.
 KV5514'
 KV5514'REFERENCE MARK NO.2 IS 93.92 FEET (28.627 METERS)
 KV5514'NORTH-NORTHEAST OF STATION, 7 PACES NORTH OF CENTERLINE OF ROAD,
 KV5514'AND PROJECTS 4 INCHES.
 KV5514'
 KV5514'U.S. ENGINEERS MAP-CONTROL STATION IS 63.28 FEET (19.290
 KV5514'METERS) NORTHEAST OF STATION, AND PROJECTS 8 INCHES.
 KV5514'
 KV5514'AZIMUTH MARK IS 0.9 MILE SOUTH OF STATION.  TO REACH AZIMUTH
 KV5514'MARK FROM STATION, GO DOWNHILL TO TAR ROAD, TURN LEFT AND GO 1.4
 KV5514'MILES TO STATE HIGHWAY 39, TURN LEFT AND GO 1.3 MILES, TURN LEFT
 KV5514'ON MACADAM ROAD AT SIGN PEMBERTON 3 MILES, GO 0.7 MILE, TURN
 KV5514'LEFT UP DRIVE AND GO 0.2 MILE, TO THE HOUSE OF C.B. CRAMMERS, GO
 KV5514'AROUND HOUSE AND THROUGH BARNYARD TO SILO BEHIND BARN.  MARK
 KV5514'IS 1 FOOT FROM CENTER CURB OF SILO, AND PROJECTS 6 INCHES.
 KV5514'
 KV5514'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAY 39
 KV5514'AND GORDON STREET WHICH IS APPROXIMATELY 3.3 MILES SOUTH OF
 KV5514'MOUNT HOLLY, GO SOUTH ON STATE HIGHWAY 39 FOR 0.1 MILE TO ROAD
 KV5514'TO JULIUSTOWN, TURN LEFT AND GO 1.5 MILES TO T-ROAD RIGHT AT
 KV5514'MAIL BOX R.C.A. COMMISSION, INC., TURN RIGHT AND GO 0.3 MILE TO
 KV5514'WARNING SIGN NO CARS ALLOWED BEYOND THIS POINT, TURN LEFT AND
 KV5514'GO 0.1 MILE TO T-ROAD RIGHT, TAKE RIGHT ROAD AND GO 0.1 MILE TO
 KV5514'TELEVISION TOWER AND STATION SITE.
 KV5514'
 KV5514'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 KV5514'
 KV5514'DISTANCE BETWEEN REFERENCE MARK NO.1 AND REFERENCE MARK NO.2
 KV5514'IS APPROXIMATELY 100 FEET.  THIS DISTANCE COULD NOT BE
 KV5514'MEASURED ACCURATELY ON ACCOUNT OF TREES AND SLOPE.  THE
 KV5514'DISTANCE TO REFERENCE MARK NO.1 COULD NOT BE MEASURED TO HIGHEST
 KV5514'ACCURACY BECAUSE OF APPROXIMATELY 20 FEET DIFFERENCE IN ELEVATION
 KV5514'DUE TO HIGH STEEP BANK.
 KV5514
 KV5514                          STATION RECOVERY (1940)
 KV5514
 KV5514'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1940
 KV5514'STATION RECOVERED AS DESCRIBED EXCEPT FOR MINOR CHANGES.  MOUNT
 KV5514'HOLLY SHOULD BE CHANGED TO SPRINGFIELD TOWNSHIP AS THE LOCALITY
 KV5514'OF THE STATION.  GORDON STREET IN THE TEXT OF THE DESCRIPTION
 KV5514'SHOULD BE CHANGED TO GARDEN STREET.
 KV5514'
 KV5514'REFERENCE MARK NO.1 IS 20 PACES NORTH OF TALL WOODEN POLE
 KV5514'AND NOT 8 AS PREVIOUSLY STATED.  THIS MARK NOW PROJECTS 8 INCHES
 KV5514'INSTEAD OF 4 INCHES.
 KV5514'
 KV5514'TO THE DESCRIPTION OF REFERENCE MARK NO.2 ADD 5 PACES EAST OF A
 KV5514'TALL WOODEN POLE.
 KV5514'
 KV5514'THE STATION MARK IS AN 8- BY 8-INCH CONCRETE MONUMENT
 KV5514'PROJECTING 3 INCHES ABOVE GROUND.
 KV5514
 KV5514                          STATION RECOVERY (1947)
 KV5514
 KV5514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DLS)
 KV5514'ALL REFERENCE MARKS, EXCEPT REFERENCE MARK 1, HAVE BEEN RECOVERED
 KV5514'IN GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN ALMOST ERODED FROM
 KV5514'THE GROUND AND IS BADLY TIPPED.  STATION WAS RECOVERED IN GOOD
 KV5514'CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3403 ***********************************************************************
 JU3403  DESIGNATION -  ARNOLD
 JU3403  PID         -  JU3403
 JU3403  STATE/COUNTY-  NJ/SALEM
 JU3403  USGS QUAD   -  CANTON (1993)
 JU3403
 JU3403                         *CURRENT SURVEY CONTROL
 JU3403  ___________________________________________________________________
 JU3403* NAD 83(1996)-  39 23 15.71871(N)    075 25 39.86570(W)     ADJUSTED  
 JU3403* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3403  ___________________________________________________________________
 JU3403  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 JU3403  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JU3403
 JU3403  HORZ ORDER  -  SECOND
 JU3403
 JU3403.The horizontal coordinates were established by classical geodetic methods
 JU3403.and adjusted by the National Geodetic Survey in September 1999..
 JU3403
 JU3403.The orthometric height was scaled from a topographic map.
 JU3403
 JU3403.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3403
 JU3403.The geoid height was determined by GEOID03.
 JU3403
 JU3403;                    North         East     Units Scale Factor Converg.
 JU3403;SPC NJ       -    61,948.861    70,080.913   MT  0.99997861   -0 35 19.5
 JU3403;SPC NJ       -   203,243.89    229,923.80   sFT  0.99997861   -0 35 19.5
 JU3403;SPC DE       -   154,047.352   199,045.978   MT  0.99999501   -0 00 25.3
 JU3403;SPC DE       -   505,403.69    653,036.68   sFT  0.99999501   -0 00 25.3
 JU3403;UTM  18      - 4,359,888.717   463,164.117   MT  0.99961671   -0 16 17.2
 JU3403
 JU3403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3403!SPC NJ       -   1.00000520  x   0.99997861  =   0.99998381
 JU3403!SPC DE       -   1.00000520  x   0.99999501  =   1.00000021
 JU3403!UTM  18      -   1.00000520  x   0.99961671  =   0.99962190
 JU3403
 JU3403|---------------------------------------------------------------------|
 JU3403| PID    Reference Object                     Distance      Geod. Az  |
 JU3403|                                                           dddmmss.s |
 JU3403| CB1188 ARNOLD RM 2                          27.200 METERS 07311     |
 JU3403| JU3391 NEW COHANSEY LIGHT                  APPROX. 7.7 KM 1314051.9 |
 JU3403| JU3395 DUNKS USE 1932                      APPROX. 4.2 KM 1335532.8 |
 JU3403| JU3417 WINDMILL SQUARE WHITE TOWER         APPROX. 8.4 KM 2622758.4 |
 JU3403| CB1187 ARNOLD RM 1                          29.642 METERS 34328     |
 JU3403|---------------------------------------------------------------------|
 JU3403
 JU3403                          SUPERSEDED SURVEY CONTROL
 JU3403
 JU3403  NAD 83(1991)-  39 23 15.71867(N)    075 25 39.86556(W) AD(       ) 2
 JU3403  NAD 83(1986)-  39 23 15.71091(N)    075 25 39.87519(W) AD(       ) 2
 JU3403  NAD 27      -  39 23 15.30100(N)    075 25 41.16000(W) AD(       ) 2
 JU3403
 JU3403.Superseded values are not recommended for survey control.
 JU3403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3403.See file dsdata.txt to determine how the superseded data were derived.
 JU3403
 JU3403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6316459889(NAD 83)
 JU3403_MARKER: DS = TRIANGULATION STATION DISK
 JU3403_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU3403_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU3403
 JU3403  HISTORY     - Date     Condition        Report By
 JU3403  HISTORY     - 1933     MONUMENTED       CGS
 JU3403  HISTORY     - 1946     GOOD             CGS
 JU3403  HISTORY     - 1975     SEE DESCRIPTION  NGS
 JU3403  HISTORY     - 1977     MARK NOT FOUND   NGS
 JU3403
 JU3403                          STATION DESCRIPTION
 JU3403
 JU3403'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3403'THIS STATION IS ON THE SW END OF ARNOLD POINT, ON A SMALL POINT
 JU3403'AT THE NW END OF OYSTER COVE, ABOUT 1-1/2 MILES NW OF BAYSIDE
 JU3403'AND 4-1/2 MILES ABOVE (NW) OF THE MOUTH OF COHANSEY RIVER.  THE
 JU3403'STATION IS ON A STRIP OF HIGH GROUND RUNNING ABOUT PARALLEL WITH
 JU3403'THE SHORE LINE AND BACK ABOUT 200 FEET FROM THE SHORE LINE AT
 JU3403'THE EXTREME OUTER EDGE OF THE POINT.  IT IS ABOUT 300 YARDS NW
 JU3403'OF AN OLD WOODEN SHIP SUNK NEAR THE SHORE AND ABOUT 150 YARDS
 JU3403'S OF A UNITED STATES ARMY ENGINEERS TRIPOD (ARNOLD SEXT).
 JU3403'
 JU3403'STATION MARK IS A STANDARD BRONZE DISK IN A TILE.
 JU3403'UNDERGROUND MARK IS A BLOCK OF CONCRETE BELOW THE
 JU3403'GROUND CONTAINING A STANDARD BRONZE DISK.
 JU3403'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD BRONZE DISKS SET IN
 JU3403'CONCRETE IN THE TOP OF A TILE.
 JU3403'
 JU3403'REFERENCE MARK NO.1 IS N OF THE STATION.
 JU3403'
 JU3403'REFERENCE MARK NO.2 IS ENE OF THE STATION.
 JU3403'
 JU3403'THE STATION IS BEST REACHED BY BOAT WITH A CHART AS A GUIDE.
 JU3403
 JU3403                          STATION RECOVERY (1946)
 JU3403
 JU3403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3403'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE WITH
 JU3403'ONE EXCEPTION--
 JU3403'
 JU3403'CHANGE DISTANCE FROM SHORELINE TO READ 85 FEET E OF SHORELINE
 JU3403'(MHW).
 JU3403
 JU3403                          STATION RECOVERY (1975)
 JU3403
 JU3403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3403'THE SITE IS MOST EASILY REACHED BY BOAT.  THE SURFACE MARK IS
 JU3403'LOST.  THE SUB-SURFACE MARK WAS FOUND AWASH.  IT HAS BEEN DESTROYED
 JU3403'AND REMOVED BY THIS PARTY.  RM NO. 2 IS LOST.  RM NO. 1 WAS
 JU3403'RECOVERED IN FAIR CONDITION PROJECTING ONE FOOT.  THE AREA IS
 JU3403'SUBJECT TO BEACH EROSION.
 JU3403
 JU3403                          STATION RECOVERY (1977)
 JU3403
 JU3403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 JU3403'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3404 ***********************************************************************
 JU3404  DESIGNATION -  ARNOLD USE 1932
 JU3404  PID         -  JU3404
 JU3404  STATE/COUNTY-  NJ/SALEM
 JU3404  USGS QUAD   -  CANTON (1993)
 JU3404
 JU3404                         *CURRENT SURVEY CONTROL
 JU3404  ___________________________________________________________________
 JU3404* NAD 83(1996)-  39 23 19.81947(N)    075 25 43.31999(W)     ADJUSTED  
 JU3404* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3404  ___________________________________________________________________
 JU3404  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 JU3404  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JU3404
 JU3404  HORZ ORDER  -  THIRD
 JU3404
 JU3404.The horizontal coordinates were established by classical geodetic methods
 JU3404.and adjusted by the National Geodetic Survey in September 1999..
 JU3404
 JU3404.The orthometric height was scaled from a topographic map.
 JU3404
 JU3404.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3404
 JU3404.The geoid height was determined by GEOID03.
 JU3404
 JU3404;                    North         East     Units Scale Factor Converg.
 JU3404;SPC NJ       -    62,076.167    69,999.556   MT  0.99997877   -0 35 21.7
 JU3404;SPC NJ       -   203,661.56    229,656.88   sFT  0.99997877   -0 35 21.7
 JU3404;SPC DE       -   154,173.828   198,963.331   MT  0.99999501   -0 00 27.5
 JU3404;SPC DE       -   505,818.63    652,765.53   sFT  0.99999501   -0 00 27.5
 JU3404;UTM  18      - 4,360,015.525   463,082.085   MT  0.99961678   -0 16 19.4
 JU3404
 JU3404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3404!SPC NJ       -   1.00000520  x   0.99997877  =   0.99998397
 JU3404!SPC DE       -   1.00000520  x   0.99999501  =   1.00000021
 JU3404!UTM  18      -   1.00000520  x   0.99961678  =   0.99962197
 JU3404
 JU3404                          SUPERSEDED SURVEY CONTROL
 JU3404
 JU3404  NAD 83(1991)-  39 23 19.81946(N)    075 25 43.31962(W) AD(       ) 3
 JU3404  NAD 83(1986)-  39 23 19.81171(N)    075 25 43.32957(W) AD(       ) 3
 JU3404  NAD 27      -  39 23 19.40300(N)    075 25 44.61500(W) AD(       ) 3
 JU3404
 JU3404.Superseded values are not recommended for survey control.
 JU3404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3404.See file dsdata.txt to determine how the superseded data were derived.
 JU3404
 JU3404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6308260016(NAD 83)
 JU3404_MARKER: Z = SEE DESCRIPTION
 JU3404_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JU3404_SP_SET: OBJECT DRIVEN INTO GROUND
 JU3404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3404
 JU3404  HISTORY     - Date     Condition        Report By
 JU3404  HISTORY     - 1933     MONUMENTED       CGS
 JU3404  HISTORY     - 1946     GOOD             CGS
 JU3404  HISTORY     - 1970     GOOD             NGS
 JU3404  HISTORY     - 1975     GOOD             NGS
 JU3404
 JU3404                          STATION DESCRIPTION
 JU3404
 JU3404'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3404'THIS STATION IS ON ARNOLD POINT ON THE E SHORE OF THE DELAWARE
 JU3404'BAY ABOUT 1-1/2 MILES W OF THE MOUTH OF STOWE CREEK AND ABOUT
 JU3404'2-1/4 MILES SE OF THE MOUTH OF MAD HORSE CREEK.  IT IS ABOUT
 JU3404'200 FEET SE OF A SMALL COVE AT THE OUTER END OF THE POINT AND
 JU3404'IS ABOUT 100 FEET E OF THE SHORE LINE.  THE STATION IS MARKED
 JU3404'BY A 1 1/2-INCH IRON PIPE 6 FEET LONG DRIVEN IN THE GROUND.
 JU3404'ABOVE THE STATION IS A SQUARE SKELETON STEEL TOWER 60 FEET HIGH.
 JU3404'A WOODEN LATTICEWORK TARGET 20 FEET HIGH IS FASTENED TO THE
 JU3404'UPPER SECTIONS OF THE TOWER.
 JU3404'
 JU3404'ABOUT 150 YARDS IN N 33 DEG 10 MIN W OF STATION ARNOLD.
 JU3404
 JU3404                          STATION RECOVERY (1946)
 JU3404
 JU3404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3404'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 JU3404'ADEQUATE, EXCEPT FOR ONE MINOR CHANGE--
 JU3404'
 JU3404'CHANGE 100 FEET E OF SHORELINE TO READ 125 FEET E OF SHORELINE.
 JU3404'
 JU3404'NOTE--SHORELINE IS INTENDED AS MEAN HIGH WATER.
 JU3404
 JU3404                          STATION RECOVERY (1970)
 JU3404
 JU3404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU3404'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 JU3404'ADEQUATE WITH THE FOLLOWING EXCEPTIONS--PIPE PROJECTS 1 FOOT ABOVE
 JU3404'THE GROUND.  IT IS 80 FEET NORTHEAST OF THE HIGH-WATER LINE.
 JU3404'
 JU3404'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3404'4.5 MILES NW OF THE MOUTH OF COHANSEY RIVER.
 JU3404
 JU3404                          STATION RECOVERY (1975)
 JU3404
 JU3404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3404'THE STATION IS EASILY REACHED BY BOAT.  THE TOWER IS IN FAIR
 JU3404'CONDITION BUT NEEDS MAINTENANCE.  THE STATION (A 6 FOOT IRON
 JU3404'PIPE IN THE GROUND UNDER THE TOWER) WAS RECOVERED.  THE PREVIOUS
 JU3404'DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9230 ***********************************************************************
 AA9230  CBN         -  This is a Cooperative Base Network Control Station.
 AA9230  PACS        -  This is a Primary Airport Control Station.
 AA9230  DESIGNATION -  ARP AIY 1975
 AA9230  PID         -  AA9230
 AA9230  STATE/COUNTY-  NJ/ATLANTIC
 AA9230  USGS QUAD   -  ATLANTIC CITY (1994)
 AA9230
 AA9230                         *CURRENT SURVEY CONTROL
 AA9230  ___________________________________________________________________
 AA9230* NAD 83(1992)-  39 21 36.67863(N)    074 27 25.36192(W)     ADJUSTED  
 AA9230* NAVD 88     -         2.033  (meters)       6.67   (feet)  ADJUSTED  
 AA9230  ___________________________________________________________________
 AA9230  X           -   1,323,200.782 (meters)                     COMP
 AA9230  Y           -  -4,757,454.777 (meters)                     COMP
 AA9230  Z           -   4,023,293.518 (meters)                     COMP
 AA9230  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 AA9230  ELLIP HEIGHT-         -32.34  (meters)          (09/23/02) GPS OBS
 AA9230  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 AA9230  DYNAMIC HT  -           2.032 (meters)       6.67  (feet)  COMP
 AA9230  MODELED GRAV-     980,107.3   (mgal)                       NAVD 88
 AA9230
 AA9230  HORZ ORDER  -  B
 AA9230  VERT ORDER  -  SECOND    CLASS I
 AA9230  ELLP ORDER  -  FOURTH    CLASS I
 AA9230
 AA9230.This mark is at Atlantic City Mun Bader Fld Airport (AIY)
 AA9230
 AA9230.The horizontal coordinates were established by GPS observations
 AA9230.and adjusted by the National Geodetic Survey in March 1998..
 AA9230
 AA9230.The orthometric height was determined by differential leveling
 AA9230.and adjusted by the National Geodetic Survey in March 2001..
 AA9230.No vertical observational check was made to the station.
 AA9230.WARNING-GPS observations at this control monument resulted in a GPS
 AA9230.derived orthometric height which differed from the leveled height by
 AA9230.more than one decimeter (0.1 meter).
 AA9230
 AA9230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9230
 AA9230.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9230
 AA9230.The ellipsoidal height was determined by GPS observations
 AA9230.and is referenced to NAD 83.
 AA9230
 AA9230.The geoid height was determined by GEOID03.
 AA9230
 AA9230.The dynamic height is computed by dividing the NAVD 88
 AA9230.geopotential number by the normal gravity value computed on the
 AA9230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9230.degrees latitude (g = 980.6199 gals.).
 AA9230
 AA9230.The modeled gravity was interpolated from observed gravity values.
 AA9230
 AA9230;                    North         East     Units Scale Factor Converg.
 AA9230;SPC NJ       -    58,485.086   153,701.729   MT  0.99990017   +0 01 38.1
 AA9230;SPC NJ       -   191,879.82    504,269.76   sFT  0.99990017   +0 01 38.1
 AA9230;UTM  18      - 4,356,888.889   546,776.264   MT  0.99962694   +0 20 39.6
 AA9230
 AA9230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9230!SPC NJ       -   1.00000507  x   0.99990017  =   0.99990524
 AA9230!UTM  18      -   1.00000507  x   0.99962694  =   0.99963201
 AA9230
 AA9230|---------------------------------------------------------------------|
 AA9230| PID    Reference Object                     Distance      Geod. Az  |
 AA9230|                                                           dddmmss.s |
 AA9230| AA9231 AIY D                               261.966 METERS 35556     |
 AA9230|---------------------------------------------------------------------|
 AA9230
 AA9230                          SUPERSEDED SURVEY CONTROL
 AA9230
 AA9230  ELLIP H (03/24/98)  -32.37   (m)                       GP(       ) 4 1
 AA9230  NAD 83(1993)-  39 21 36.67894(N)    074 27 25.36243(W) AD(       ) B
 AA9230  ELLIP H (11/22/95)  -32.30   (m)                       GP(       ) 1 1
 AA9230  NAVD 88 (01/17/03)    2.03   (m)            6.7    (f) LEVELING    3  
 AA9230
 AA9230.Superseded values are not recommended for survey control.
 AA9230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9230.See file dsdata.txt to determine how the superseded data were derived.
 AA9230
 AA9230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4677656889(NAD 83)
 AA9230_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9230_STAMPING: ARP AIY 1975
 AA9230_MARK LOGO: CGS   
 AA9230_PROJECTION: FLUSH
 AA9230_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9230+STABILITY: SURFACE MOTION
 AA9230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9230+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003
 AA9230
 AA9230  HISTORY     - Date     Condition        Report By
 AA9230  HISTORY     - 1975     MONUMENTED       CGS
 AA9230  HISTORY     - 19890615 GOOD             NGS
 AA9230  HISTORY     - 19940822 GOOD             NGS
 AA9230  HISTORY     - 19960912 GOOD             NJGS
 AA9230  HISTORY     - 19961029 GOOD             NJGS
 AA9230  HISTORY     - 19970116 GOOD             NGS
 AA9230  HISTORY     - 19980727 GOOD             NGS
 AA9230  HISTORY     - 20020924 GOOD             USFWS
 AA9230  HISTORY     - 20030403 GOOD             JCLS
 AA9230
 AA9230                          STATION DESCRIPTION
 AA9230
 AA9230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AA9230'STATION IS LOCATED IN THE GRASSY AREA BOUNDED BY OLD RUNWAY 16-34, THE
 AA9230'TAXIWAY PARALLEL TO RUNWAY 11-29, AND THE NEW RUNWAY 4-22.  THE
 AA9230'STATION IS LOCATED 233.0 FT (71.0 M) SE OF THE CL INTERSECTION OF TWO
 AA9230'TAXIWAYS AND 105.0 FT (32.0 M) S OF THE SOUTH EDGE OF A TAXIWAY.  THE
 AA9230'STATION IS A STANDARD NOS TOPOGRAPHIC DISK STAMPED ARP AIY 1975 SET IN
 AA9230'THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 AA9230
 AA9230                          STATION RECOVERY (1994)
 AA9230
 AA9230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9230'THE STATION IS LOCATED IN ATLANTIC CITY AT THE ATLANTIC CITY MUNICIPAL
 AA9230'AIRPORT, BADER FIELD IN THE GRASSY AREA BOUNDED BY OLD RUNWAY 16-34,
 AA9230'THE TAXIWAY PARALLEL TO RUNWAY 11-29, AND THE NEW RUNWAY 4-22.
 AA9230'OWNERSHIP--CITY OF ATLANTIC CITY.  CITY HALL, ATLANTIC CITY NJ 08401.
 AA9230'CONTACT STEPHANO DECARLO, AIRPORT MANAGER.  PHONE (609) 641-3653.
 AA9230' 
 AA9230'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 40 322
 AA9230'(ALBANY BLVD) AND CAPTAIN O DONNELL PARKWAY (ONE WAY) , GO WEST ON
 AA9230'ALBANY BLVD FOR 0.3 MI (0.5 KM) TO JOHN BOYD STATIUM AND BADER FIELD
 AA9230'ON RIGHT, TURN RIGHT AND GO 0.12 MI (0.19 KM) TO BADER FIELD AND A
 AA9230'LOCKED GATE, PASS THROUGH GATE AND GO LEFT, WEST ON TAXIWAY TO FIRST
 AA9230'TAXIWAY ON RIGHT, TURN RIGHT, EAST AND CROSS THE AIRCRAFT TIEDOWNS TO
 AA9230'A GRASS AREA, TURN LEFT, NORTH NORTHEAST AND GO 0.05 MI (0.08 KM) TO
 AA9230'THE STATION.
 AA9230' 
 AA9230'THE STATION IS LOCATED 233.0 FT (71.0 M) SOUTHEAST OF THE CENTERLINE
 AA9230'INTERSECTION OF TWO TAXIWAYS, 105.0 FT (32.0 M) SOUTH OF THE SOUTH
 AA9230'EDGE OF A TAXIWAY, AND 347.3 FT (105.9 M) NORTH OF THE NORTHWEST
 AA9230'CORNER OF AN ABANDONED CONTROL TOWER.
 AA9230' 
 AA9230'NOTE, THIS IS AN UNCONTROLLED AIRPORT, GATE IS LOCKED.  MANAGER IS AT
 AA9230'THE ATLANTIC CITY INTERNATIONAL AIRPORT.  ACCESS MAY ALSO BE OBTAINED
 AA9230'THROUGH PAUL KAMINSKY, PHONE (609) 345-6402 BEEPER NUMBER
 AA9230'1-800-402-0979.
 AA9230' 
 AA9230'DESCRIBED BY RAZ.
 AA9230
 AA9230                          STATION RECOVERY (1996)
 AA9230
 AA9230'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 AA9230'RECOVERED AS DESCRIBED WITH A COMPLETE NEW DESCRIPTION TO FOLLOW.  THE
 AA9230'STATION IS LOCATED IN THE CITY OF ATLANTIC CITY WITHIN THE BOUNDARY OF
 AA9230'THE ATLANTIC CITY MUNICIPAL AIRPORT, ALSO KNOWN AS BADER FIELD, IN A
 AA9230'GRASS AREA NORTH OF AN ABANDONED CONTROL TOWER AND SOUTHWEST FROM A
 AA9230'TAXIWAY THAT RUNS PARALLEL TO RUNWAY 11-29 AND EAST FROM OLD RUNWAY
 AA9230'16-34.  THE AIRPORT IS APPROXIMATELY 1 MI (1.6 KM) NORTHWEST FROM THE
 AA9230'INTERSECTION OF ALBANY BOULEVARD AND ATLANTIC AVENUE.  THE STATION IS
 AA9230'29.0 M (95.1 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF THE TAXIWAY
 AA9230'PARALLEL TO RUNWAY 11-29, 60.6 M (198.8 FT) EAST FROM THE EAST EDGE OF
 AA9230'OLD RUNWAY 16-34 AND 94.7 M (310.7 FT) NORTHEAST FROM THE NORTHEAST
 AA9230'CORNER OF THE ABANDONED CONTROL TOWER.
 AA9230
 AA9230                          STATION RECOVERY (1996)
 AA9230
 AA9230'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (JVS)
 AA9230'RECOVERED AS DESCRIBED.
 AA9230
 AA9230                          STATION RECOVERY (1997)
 AA9230
 AA9230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA9230'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  THIS STATION HAS
 AA9230'BEEN SELECTED AS THE PRIMARY AIRPORT CONTROL STATION (PACS) .
 AA9230
 AA9230                          STATION RECOVERY (1998)
 AA9230
 AA9230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AA9230'THE STATION IS LOCATED IN ATLANTIC CITY AT THE ATLANTIC CITY MUNICIPAL
 AA9230'AIRPORT, BADER FIELD IN THE GRASSY AREA BOUNDED BY OLD RUNWAY 16-34,
 AA9230'THE TAXIWAY PARALLEL TO RUNWAY 11-29, AND THE NEW RUNWAY 4-22.
 AA9230'OWNERSHIP--CITY OF ATLANTIC CITY.  CITY HALL, ATLANTIC CITY NJ 08401.
 AA9230'CONTACT STEPHANO DECARLO, AIRPORT MANAGER.  PHONE (609) 641-3653.  TO
 AA9230'REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 40 322 (ALBANY
 AA9230'BLVD) AND CAPTAIN O DONNELL PARKWAY (ONE WAY) , GO WEST ON ALBANY BLVD
 AA9230'FOR 0.3 MI (0.5 KM) TO JOHN BOYD STATIUM AND BADER FIELD ON RIGHT,
 AA9230'TURN RIGHT AND GO 0.12 MI (0.19 KM) TO BADER FIELD AND A LOCKED GATE,
 AA9230'PASS THROUGH GATE AND GO LEFT, WEST ON TAXIWAY TO FIRST TAXIWAY ON
 AA9230'RIGHT, TURN RIGHT, EAST AND CROSS THE AIRCRAFT TIEDOWNS TO A GRASS
 AA9230'AREA, TURN LEFT, NORTH NORTHEAST AND GO 0.05 MI (0.08 KM) TO THE
 AA9230'STATION.  THE STATION IS LOCATED 233.0 FT (71.0 M) SOUTHEAST OF THE
 AA9230'CENTERLINE INTERSECTION OF TWO TAXIWAYS, 105.0 FT (32.0 M) SOUTH OF
 AA9230'THE SOUTH EDGE OF A TAXIWAY, AND 347.3 FT (105.9 M) NORTH OF THE
 AA9230'NORTHWEST CORNER OF AN ABANDONED CONTROL TOWER.  NOTE, THIS IS AN
 AA9230'UNCONTROLLED AIRPORT, GATE IS LOCKED. MANAGER IS AT THE ATLANTIC CITY
 AA9230'INTERNATIONAL AIRPORT.  ACCESS MAY ALSO BE OBTAINED THROUGH PAUL
 AA9230'KAMINSKY, PHONE (609) 345-6402 BEEPER NUMBER 1-800-402-0979.
 AA9230'DESCRIBED BY RAZ.
 AA9230
 AA9230                          STATION RECOVERY (2002)
 AA9230
 AA9230'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2002 (TJG)
 AA9230'RECOVERY NOTE BY U.S. FISH AND WILDLIFE SERVICE 2002 (TJG).
 AA9230'RECOVERED AS DESCRIBED.
 AA9230' 
 AA9230' 
 AA9230'
 AA9230
 AA9230                          STATION RECOVERY (2003)
 AA9230
 AA9230'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 AA9230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4939 ***********************************************************************
 KV4939  DESIGNATION -  ARROW 1944
 KV4939  PID         -  KV4939
 KV4939  STATE/COUNTY-  NJ/MONMOUTH
 KV4939  USGS QUAD   -  SANDY HOOK (1981)
 KV4939
 KV4939                         *CURRENT SURVEY CONTROL
 KV4939  ___________________________________________________________________
 KV4939* NAD 83(1996)-  40 26 54.09519(N)    074 00 05.61507(W)     ADJUSTED  
 KV4939* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4939  ___________________________________________________________________
 KV4939  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 KV4939  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV4939
 KV4939  HORZ ORDER  -  SECOND
 KV4939
 KV4939.The horizontal coordinates were established by classical geodetic methods
 KV4939.and adjusted by the National Geodetic Survey in September 1999..
 KV4939
 KV4939.The orthometric height was scaled from a topographic map.
 KV4939
 KV4939.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4939
 KV4939.The geoid height was determined by GEOID03.
 KV4939
 KV4939;                    North         East     Units Scale Factor Converg.
 KV4939;SPC NJ       -   179,414.138   192,279.904   MT  0.99992200   +0 19 24.1
 KV4939;SPC NJ       -   588,627.88    630,838.32   sFT  0.99992200   +0 19 24.1
 KV4939;UTM  18      - 4,478,001.325   584,667.218   MT  0.99968824   +0 38 52.0
 KV4939
 KV4939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4939!SPC NJ       -   1.00000499  x   0.99992200  =   0.99992699
 KV4939!UTM  18      -   1.00000499  x   0.99968824  =   0.99969322
 KV4939
 KV4939                          SUPERSEDED SURVEY CONTROL
 KV4939
 KV4939  NAD 83(1996)-  40 26 54.09505(N)    074 00 05.61487(W) AD(       ) 2
 KV4939  NAD 83(1986)-  40 26 54.09416(N)    074 00 05.61425(W) AD(       ) 2
 KV4939  NAD 27      -  40 26 53.70600(N)    074 00 07.11700(W) AD(       ) 2
 KV4939
 KV4939.Superseded values are not recommended for survey control.
 KV4939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4939.See file dsdata.txt to determine how the superseded data were derived.
 KV4939
 KV4939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8466778001(NAD 83)
 KV4939_MARKER: DS = TRIANGULATION STATION DISK
 KV4939_SETTING: 0 = UNSPECIFIED SETTING
 KV4939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4939
 KV4939  HISTORY     - Date     Condition        Report By
 KV4939  HISTORY     - 1944     MONUMENTED       CGS
 KV4939  HISTORY     - 19950830 MARK NOT FOUND   USPSQD
 KV4939
 KV4939                          STATION DESCRIPTION
 KV4939
 KV4939'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (LGS)
 KV4939'STATION IS 164 FEET NE OF THE NE CORNER OF GALVANIZED-IRON
 KV4939'BLDG., 52 FEET S OF THE APPROXIMATE CENTER LINE OF A GRAVELED
 KV4939'ROAD, 18 FEET SE OF THE S SIDE OF A GUARD BUILDING, AND 3 FEET
 KV4939'SW OF THE BASE OF A RADIO MAST.
 KV4939'
 KV4939'STATION MARK IS A 4-INCH IRON PIPE WITH COPPER PLATE WITH 3
 KV4939'SCREWS HOLDING IT IN PLACE.  THERE IS NO STAMPING ON THE DISK.
 KV4939'
 KV4939'THE POINT OBSERVED AND MEASURED WAS A SMALL INDENTATION IN THE
 KV4939'DISK.
 KV4939
 KV4939                          STATION RECOVERY (1995)
 KV4939
 KV4939'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4939'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5840 ***********************************************************************
 KV5840  DESIGNATION -  ARSENAL
 KV5840  PID         -  KV5840
 KV5840  STATE/COUNTY-  NJ/MIDDLESEX
 KV5840  USGS QUAD   -  PERTH AMBOY (1981)
 KV5840
 KV5840                         *CURRENT SURVEY CONTROL
 KV5840  ___________________________________________________________________
 KV5840* NAD 83(1996)-  40 30 24.91226(N)    074 20 38.42530(W)     ADJUSTED  
 KV5840* NAVD 88     -         4.0    (meters)      13.     (feet)  GPS OBS   
 KV5840  ___________________________________________________________________
 KV5840  X           -   1,310,529.584 (meters)                     COMP
 KV5840  Y           -  -4,676,141.556 (meters)                     COMP
 KV5840  Z           -   4,120,925.566 (meters)                     COMP
 KV5840  LAPLACE CORR-           5.01  (seconds)                    DEFLEC99
 KV5840  ELLIP HEIGHT-         -28.66  (meters)          (10/23/02) GPS OBS
 KV5840  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KV5840
 KV5840  HORZ ORDER  -  FIRST
 KV5840  ELLP ORDER  -  FOURTH    CLASS I
 KV5840
 KV5840.The horizontal coordinates were established by GPS observations
 KV5840.and adjusted by the National Geodetic Survey in May 1999..
 KV5840
 KV5840.The orthometric height was determined by GPS observations and a
 KV5840.high-resolution geoid model.
 KV5840
 KV5840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5840
 KV5840.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5840
 KV5840.The ellipsoidal height was determined by GPS observations
 KV5840.and is referenced to NAD 83.
 KV5840
 KV5840.The geoid height was determined by GEOID03.
 KV5840
 KV5840;                    North         East     Units Scale Factor Converg.
 KV5840;SPC NJ       -   185,808.625   163,220.497   MT  0.99990215   +0 06 04.8
 KV5840;SPC NJ       -   609,607.13    535,499.25   sFT  0.99990215   +0 06 04.8
 KV5840;SPC NY L     -    37,840.739   270,841.994   MT  1.00001274   -0 13 30.0
 KV5840;SPC NY L     -   124,149.16    888,587.44   sFT  1.00001274   -0 13 30.0
 KV5840;UTM  18      - 4,484,229.528   555,579.295   MT  0.99963802   +0 25 34.0
 KV5840
 KV5840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5840!SPC NJ       -   1.00000450  x   0.99990215  =   0.99990665
 KV5840!SPC NY L     -   1.00000450  x   1.00001274  =   1.00001724
 KV5840!UTM  18      -   1.00000450  x   0.99963802  =   0.99964251
 KV5840
 KV5840                          SUPERSEDED SURVEY CONTROL
 KV5840
 KV5840  NAD 83(1996)-  40 30 24.91193(N)    074 20 38.42610(W) AD(       ) 1
 KV5840  NAD 83(1996)-  40 30 24.91107(N)    074 20 38.42485(W) AD(       ) 1
 KV5840  NAD 83(1986)-  40 30 24.91292(N)    074 20 38.42753(W) AD(       ) 1
 KV5840  NAD 83(1986)-  40 30 24.91475(N)    074 20 38.41951(W) AD(       ) 1
 KV5840  NGVD 29 (09/27/88)    4.5    (m)           15.     (f) GPS OBS        
 KV5840
 KV5840.Superseded values are not recommended for survey control.
 KV5840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5840.See file dsdata.txt to determine how the superseded data were derived.
 KV5840
 KV5840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5557984230(NAD 83)
 KV5840_MARKER: DD = SURVEY DISK
 KV5840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5840_SP_SET: CONCRETE POST
 KV5840_STAMPING: ARSEN L 1985
 KV5840_MARK LOGO: PSEG  
 KV5840_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV5840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5840+STABILITY: SURFACE MOTION
 KV5840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5840+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1992
 KV5840
 KV5840  HISTORY     - Date     Condition        Report By
 KV5840  HISTORY     - 1985     MONUMENTED       PSEG
 KV5840  HISTORY     - 1985     GOOD             GEOHYD
 KV5840  HISTORY     - 19901114 GOOD             NJGS
 KV5840  HISTORY     - 19910820 GOOD
 KV5840  HISTORY     - 19920916 GOOD             TWT
 KV5840  HISTORY     - 20051221 GOOD             GEOCAC
 KV5840
 KV5840                          STATION DESCRIPTION
 KV5840
 KV5840'DESCRIBED BY PUBLIC SERVICE E + G 1985 (AXH)
 KV5840'THE STATION IS LOCATED IN THE RARITAN CENTER INDUSTRIAL PARK ABOUT
 KV5840'2.4 KM (1.5 MI) WEST OF THE RARITAN RIVER AND 2.4 KM (1.5 MI)
 KV5840'SOUTH OF INTERSTATE I 287/95.
 KV5840'OWNERSHIP-- PSE+G.
 KV5840'
 KV5840'TO REACH THE STATION FROM THE JUG HANDLE ENTRANCE TO THE INDUSTRIAL
 KV5840'PARK AT WOODBRIDGE AVENUE, COUNTY ROUTE 514, AND RARITAN CENTER
 KV5840'PARKWAY, GO SOUTH ON THE PARKWAY FOR 1.92 KM (1.2 MI) TO THE STATION
 KV5840'ON THE LEFT BETWEEN TWO DRIVES INTO THE PSE+G AUTO MAINTENANCE
 KV5840'PROPERTY.
 KV5840'
 KV5840'THE STATION IS A STANDARD PSE+G DISK SET IN A CONCRETE POST
 KV5840'3 METERS (10 FT) EAST OF THE EAST CURB AND 1.5 METERS (5 FT)
 KV5840'SOUTH OF A LARGE SIGN.
 KV5840'
 KV5840'DESCRIBED BY GEO/HYDRO
 KV5840
 KV5840                          STATION RECOVERY (1985)
 KV5840
 KV5840'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1985
 KV5840'RECOVERED IN GOOD CONDITION.
 KV5840
 KV5840                          STATION RECOVERY (1990)
 KV5840
 KV5840'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5840'THE STATION IS LOCATED IN EDISON TOWNSHIP, IN THE RARITAN CENTER
 KV5840'INDUSTRIAL PARK.  TO REACH THE STATION FROM THE JUNCTION OF
 KV5840'WOODBRIDGE AVENUE, COUNTY ROAD 514, AND THE RARITAN CENTER PARKWAY,
 KV5840'GO 1.92 KM (1.20 MI) SOUTH ON THE RARITAN CENTER PARKWAY TO THE
 KV5840'STATION ON THE LEFT.  THE STATION IS IN THE FRONT LAWN OF THE PUBLIC
 KV5840'SERVICE ELECTRIC AND GAS COMPANY, FLEET MAINTENENCE FACILITY AT 350
 KV5840'RARITAN CENTER PARKWAY, 12.5 M (41.0 FT) NORTH OF THE NORTHERLY OF
 KV5840'TWO BELL SYSTEM MANHOLES, 11.2 M (36.7 FT) SOUTH OF A FIRE HYDRANT,
 KV5840'10.2 M (33.5 FT) SOUTH OF AN INLET, 2.5 M (8.2 FT) WEST OF THE WEST
 KV5840'END OF A PSEG SIGN, 1.5 M (4.9 FT) EAST OF THE EAST CURBLINE OF THE
 KV5840'RARITAN CENTER PARKWAY AND FLUSH WITH THE GROUND.
 KV5840
 KV5840                          STATION RECOVERY (1991)
 KV5840
 KV5840'RECOVERED 1991
 KV5840'RECOVERED IN GOOD CONDITION.
 KV5840
 KV5840                          STATION RECOVERY (1992)
 KV5840
 KV5840'RECOVERY NOTE BY TWT CONS ENG 1992
 KV5840'RECOVERED IN GOOD CONDITION.
 KV5840
 KV5840                          STATION RECOVERY (2005)
 KV5840
 KV5840'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 KV5840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3917 ***********************************************************************
 KV3917  DESIGNATION -  ART
 KV3917  PID         -  KV3917
 KV3917  STATE/COUNTY-  NJ/HUDSON
 KV3917  USGS QUAD   -  WEEHAWKEN (1995)
 KV3917
 KV3917                         *CURRENT SURVEY CONTROL
 KV3917  ___________________________________________________________________
 KV3917* NAD 83(1996)-  40 47 49.68052(N)    074 04 08.59594(W)     ADJUSTED  
 KV3917* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV3917  ___________________________________________________________________
 KV3917  LAPLACE CORR-           6.86  (seconds)                    DEFLEC99
 KV3917  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KV3917
 KV3917  HORZ ORDER  -  THIRD
 KV3917
 KV3917.The horizontal coordinates were established by classical geodetic methods
 KV3917.and adjusted by the National Geodetic Survey in September 1999..
 KV3917
 KV3917.The orthometric height was scaled from a topographic map.
 KV3917
 KV3917.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3917
 KV3917.The geoid height was determined by GEOID03.
 KV3917
 KV3917;                    North         East     Units Scale Factor Converg.
 KV3917;SPC NJ       -   218,110.451   186,365.041   MT  0.99991627   +0 16 53.7
 KV3917;SPC NJ       -   715,584.04    611,432.64   sFT  0.99991627   +0 16 53.7
 KV3917;SPC NY L     -    70,013.226   294,172.344   MT  0.99999533   -0 02 42.6
 KV3917;SPC NY L     -   229,701.73    965,130.43   sFT  0.99999533   -0 02 42.6
 KV3917;UTM  18      - 4,516,654.237   578,534.024   MT  0.99967591   +0 36 29.9
 KV3917
 KV3917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3917!SPC NJ       -   1.00000475  x   0.99991627  =   0.99992102
 KV3917!SPC NY L     -   1.00000475  x   0.99999533  =   1.00000008
 KV3917!UTM  18      -   1.00000475  x   0.99967591  =   0.99968066
 KV3917
 KV3917:                Primary Azimuth Mark                     Grid Az
 KV3917:SPC NJ       -  EAST TELEPHONE POLE                      036 17 32.9
 KV3917:SPC NY L     -  EAST TELEPHONE POLE                      036 37 09.2
 KV3917:UTM  18      -  EAST TELEPHONE POLE                      035 57 56.7
 KV3917
 KV3917|---------------------------------------------------------------------|
 KV3917| PID    Reference Object                     Distance      Geod. Az  |
 KV3917|                                                           dddmmss.s |
 KV3917| KV4050 EAST TELEPHONE POLE                 APPROX. 1.2 KM 0363426.6 |
 KV3917| KV4071 SCHOOL 3                            APPROX. 1.0 KM 0803428.5 |
 KV3917| KV4079 SECAUCUS PUB SERV PWRHSE CHIM       APPROX. 0.5 KM 0965608.8 |
 KV3917| CB5656 ART RM 1                                           09823     |
 KV3917| KV4080 ERU                                 APPROX. 1.0 KM 2543622.6 |
 KV3917| CB5657 ART RM 2                                           26857     |
 KV3917| KV4068 PORT                                272.869 METERS 32703     |
 KV3917| KV0467 SEC                                 234.232 METERS 34510     |
 KV3917|---------------------------------------------------------------------|
 KV3917
 KV3917                          SUPERSEDED SURVEY CONTROL
 KV3917
 KV3917  NAD 83(1996)-  40 47 49.68044(N)    074 04 08.59602(W) AD(       ) 3
 KV3917  NAD 83(1996)-  40 47 49.67949(N)    074 04 08.59744(W) AD(       ) 3
 KV3917  NAD 83(1992)-  40 47 49.67848(N)    074 04 08.59842(W) AD(       ) 3
 KV3917  NAD 83(1986)-  40 47 49.68249(N)    074 04 08.59632(W) AD(       ) 3
 KV3917  NAD 27      -  40 47 49.32000(N)    074 04 10.08600(W) AD(       ) 3
 KV3917
 KV3917.Superseded values are not recommended for survey control.
 KV3917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3917.See file dsdata.txt to determine how the superseded data were derived.
 KV3917
 KV3917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7853416654(NAD 83)
 KV3917_MARKER: DS = TRIANGULATION STATION DISK
 KV3917_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV3917_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV3917
 KV3917  HISTORY     - Date     Condition        Report By
 KV3917  HISTORY     - 1914     MONUMENTED       CGS
 KV3917  HISTORY     - 1932     GOOD             CGS
 KV3917  HISTORY     - 1934     MARK NOT FOUND   CGS
 KV3917
 KV3917                          STATION DESCRIPTION
 KV3917
 KV3917'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV3917'STATION IS ON THE E SIDE OF HACKENSACK RIVER, ON JOHN FECHTMANNS
 KV3917'PROPERTY, AT FOOT OF FRONT STREET, SECAUCUS, ABOUT 25 METERS NW
 KV3917'OF THE WALL OF FECHTMANNS BAR, AND 30 METERS NE OF PORT ARTHUR
 KV3917'BOATHOUSE.  THE STATION IS ABOUT 8 METERS FROM THE EDGE OF THE
 KV3917'RIVER AND IS MARKED BY A STANDARD BRASS DISK CEMENTED IN THE TOP
 KV3917'OF A 4-INCH TILE PIPE AND SUNK FLUSH WITH THE GROUND.
 KV3917'
 KV3917'THE SUBSURFACE MARK IS A BURIED BOTTLE.
 KV3917'
 KV3917'TWO REFERENCE MARKS ARE LOCATED RESPECTIVELY 47.22 FEET S 71
 KV3917'DEG E AND 32.37 FEET N 80 DEG W FROM THE STATION.
 KV3917'
 KV3917'REFERENCE MARK NO.1 IS A COPPER NAIL IN CEMENT CONTAINED IN A
 KV3917'3-INCH TILE PIPE AND PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
 KV3917'
 KV3917'REFERENCE MARK NO.2 IS A CROSS CUT ON THE CONCRETE DOCK ABUTMENT
 KV3917'IN FRONT OF THE BAR AND ABOUT A FOOT FROM THE W CORNER.
 KV3917
 KV3917                          STATION RECOVERY (1932)
 KV3917
 KV3917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3917'STATION RECOVERED IN GOOD CONDITION FROM THE ORIGINAL
 KV3917'DESCRIPTION.  AN ADEQUATE SEARCH FAILED TO LOCATE THE TWO
 KV3917'ORIGINAL REFERENCE MARKS.
 KV3917'
 KV3917'A COMPLETE DESCRIPTION FOLLOWS--
 KV3917'
 KV3917'THIS STATION IS 8.5 METERS FROM THE E BANK OF THE HACKENSACK
 KV3917'RIVER, IN SECAUCUS AT THE FOOT OF FRONT STREET.  IT IS LOCATED W
 KV3917'OF THE LARGEST BUILDING (A SMALL BARROOM) OF A GROUP OF SMALL
 KV3917'BUILDINGS.
 KV3917'
 KV3917'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK
 KV3917'(UNSTAMPED) SET IN THE TOP OF A CONCRETE-FILLED 4-INCH TILE
 KV3917'PIPE SET APPROXIMATELY 10 INCHES BELOW GROUND.  A 6-INCH TILE
 KV3917'PIPE (LIP-UP) WITH A WOODEN COVER WAS SET OVER THE STATION FOR
 KV3917'PROTECTION.  A BOTTLE, SET IN CEMENT, WAS PLUMBED UNDER THE
 KV3917'MARKER, BELOW THE PIPE, IN 1914.
 KV3917'
 KV3917'NO REFERENCE MARKS WERE PLACED.
 KV3917'
 KV3917'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV3917'
 KV3917'NORMAL TO W SIDE OF BARROOM 21.68 METERS.
 KV3917'
 KV3917'TO NW CORNER OF BARROOM 21.87 METERS.
 KV3917'
 KV3917'TO SW CORNER OF BARROOM 22.75 METERS.
 KV3917'
 KV3917'TO SE CORNER OF SMALL SHACK TO NW 7.25 METERS.
 KV3917'
 KV3917'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD SET-UPS
 KV3917'ON THE HARD-PACKED GROUND.
 KV3917
 KV3917                          STATION RECOVERY (1934)
 KV3917
 KV3917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV3917'STATION WAS NOT RECOVERED, BUT IS UNDOUBTEDLY STILL THERE.  IT
 KV3917'WAS DESCRIBED AS BEING 10 INCHES BELOW THE GROUND AND NOW IS
 KV3917'EVEN BURIED LOWER DUE TO CINDER-FILL ON THE DRIVEWAY OVER THE
 KV3917'MARK.  NO ATTEMPT WAS MADE TO DIG FOR THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4660 ***********************************************************************
 KV4660  DESIGNATION -  ARTHUR KILL BAYWAY TERM CHIM
 KV4660  PID         -  KV4660
 KV4660  STATE/COUNTY-  NJ/UNION
 KV4660  USGS QUAD   -  ELIZABETH (1995)
 KV4660
 KV4660                         *CURRENT SURVEY CONTROL
 KV4660  ___________________________________________________________________
 KV4660* NAD 83(1996)-  40 38 08.20430(N)    074 12 12.49649(W)     ADJUSTED  
 KV4660* NAVD 88     -                                                        
 KV4660  ___________________________________________________________________
 KV4660  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 KV4660  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV4660
 KV4660  HORZ ORDER  -  THIRD
 KV4660
 KV4660.The horizontal coordinates were established by classical geodetic methods
 KV4660.and adjusted by the National Geodetic Survey in September 1999..
 KV4660
 KV4660
 KV4660.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4660
 KV4660.The geoid height was determined by GEOID03.
 KV4660
 KV4660;                    North         East     Units Scale Factor Converg.
 KV4660;SPC NJ       -   200,128.487   175,082.902   MT  0.99990774   +0 11 35.2
 KV4660;SPC NJ       -   656,588.21    574,417.82   sFT  0.99990774   +0 11 35.2
 KV4660;SPC NY L     -    52,094.285   282,786.960   MT  1.00000187   -0 07 59.1
 KV4660;SPC NY L     -   170,912.67    927,776.88   sFT  1.00000187   -0 07 59.1
 KV4660;UTM  18      - 4,498,612.778   567,357.189   MT  0.99965584   +0 31 07.5
 KV4660
 KV4660                          SUPERSEDED SURVEY CONTROL
 KV4660
 KV4660  NAD 83(1996)-  40 38 08.20429(N)    074 12 12.49647(W) AD(       ) 4
 KV4660  NAD 83(1986)-  40 38 08.20256(N)    074 12 12.49371(W) AD(       ) 4
 KV4660  NAD 27      -  40 38 07.83200(N)    074 12 13.96800(W) AD(       ) 3
 KV4660
 KV4660.Superseded values are not recommended for survey control.
 KV4660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4660.See file dsdata.txt to determine how the superseded data were derived.
 KV4660
 KV4660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6735798613(NAD 83)
 KV4660_MARKER: 85 = CHIMNEY
 KV4660
 KV4660  HISTORY     - Date     Condition        Report By
 KV4660  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4660  HISTORY     - 19940622 MARK NOT FOUND   USPSQD
 KV4660
 KV4660                          STATION DESCRIPTION
 KV4660
 KV4660'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4660'THE CHIMNEY ON THE W SHORE OF ARTHUR KILL, APPROXIMATELY 500 YARDS
 KV4660'SW OF GOETHALS BRIDGE, IN THE PLANT OF THE BAYWAY TERMINAL
 KV4660'COMPANY, RISING FROM THE W SIDE OF THE BOILER HOUSE.  IT IS AN
 KV4660'ORDINARY TYPE, ROUND YELLOW-BRICK CHIMNEY, WITH THE LETTERS B-T
 KV4660'INLAID IN BLACK BRICK ON ITS E-AND-W SIDES.
 KV4660'
 KV4660'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 135 FEET ABOVE
 KV4660'GROUND.
 KV4660
 KV4660                          STATION RECOVERY (1994)
 KV4660
 KV4660'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4668 ***********************************************************************
 KV4668  DESIGNATION -  ARTHUR KILL BAYWAY TERM TANK
 KV4668  PID         -  KV4668
 KV4668  STATE/COUNTY-  NJ/UNION
 KV4668  USGS QUAD   -  ELIZABETH (1995)
 KV4668
 KV4668                         *CURRENT SURVEY CONTROL
 KV4668  ___________________________________________________________________
 KV4668* NAD 83(1996)-  40 38 11.12352(N)    074 11 59.21525(W)     ADJUSTED  
 KV4668* NAVD 88     -                                                        
 KV4668  ___________________________________________________________________
 KV4668  LAPLACE CORR-           5.78  (seconds)                    DEFLEC99
 KV4668  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV4668
 KV4668  HORZ ORDER  -  THIRD
 KV4668
 KV4668.The horizontal coordinates were established by classical geodetic methods
 KV4668.and adjusted by the National Geodetic Survey in September 1999..
 KV4668
 KV4668
 KV4668.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4668
 KV4668.The geoid height was determined by GEOID03.
 KV4668
 KV4668;                    North         East     Units Scale Factor Converg.
 KV4668;SPC NJ       -   200,219.584   175,394.661   MT  0.99990794   +0 11 43.9
 KV4668;SPC NJ       -   656,887.09    575,440.65   sFT  0.99990794   +0 11 43.9
 KV4668;SPC NY L     -    52,183.614   283,099.263   MT  1.00000182   -0 07 50.4
 KV4668;SPC NY L     -   171,205.74    928,801.50   sFT  1.00000182   -0 07 50.4
 KV4668;UTM  18      - 4,498,705.622   567,668.348   MT  0.99965636   +0 31 16.2
 KV4668
 KV4668                          SUPERSEDED SURVEY CONTROL
 KV4668
 KV4668  NAD 83(1996)-  40 38 11.12339(N)    074 11 59.21510(W) AD(       ) 4
 KV4668  NAD 83(1986)-  40 38 11.11618(N)    074 11 59.20657(W) AD(       ) 4
 KV4668  NAD 27      -  40 38 10.74600(N)    074 12 00.68100(W) AD(       ) 3
 KV4668
 KV4668.Superseded values are not recommended for survey control.
 KV4668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4668.See file dsdata.txt to determine how the superseded data were derived.
 KV4668
 KV4668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6766898706(NAD 83)
 KV4668_MARKER: 53 = ELEVATED TANK
 KV4668
 KV4668  HISTORY     - Date     Condition        Report By
 KV4668  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4668
 KV4668                          STATION DESCRIPTION
 KV4668
 KV4668'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4668'THE TALLEST TANK, ON THE W SIDE OF ARTHUR KILL ALONGSIDE THE S
 KV4668'EDGE OF GOETHALS BRIDGE, OF SEVERAL SIMILAR TANKS IN BAYWAY
 KV4668'TERMINAL.  IT IS THE TANK LOCATED NEAREST TO THE BRIDGE AND THE
 KV4668'WATER FRONT, AN ORDINARY TYPE, CONICAL TOP, BLACK IRON TANK
 KV4668'SURMOUNTING A SKELETON SUPPORTING STRUCTURE.
 KV4668'
 KV4668'THE STATION IS THE TANKS BALL APEX.  IT WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4552 ***********************************************************************
 KV4552  DESIGNATION -  ARTHUR KILL BEACON 7
 KV4552  PID         -  KV4552
 KV4552  STATE/COUNTY-  NJ/MIDDLESEX
 KV4552  USGS QUAD   -  ARTHUR KILL (1981)
 KV4552
 KV4552                         *CURRENT SURVEY CONTROL
 KV4552  ___________________________________________________________________
 KV4552* NAD 83(1996)-  40 33 14.35147(N)    074 14 28.02356(W)     ADJUSTED  
 KV4552* NAVD 88     -                                                        
 KV4552  ___________________________________________________________________
 KV4552  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 KV4552  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV4552
 KV4552  HORZ ORDER  -  THIRD
 KV4552
 KV4552.The horizontal coordinates were established by classical geodetic methods
 KV4552.and adjusted by the National Geodetic Survey in September 1999..
 KV4552
 KV4552
 KV4552.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4552
 KV4552.The geoid height was determined by GEOID03.
 KV4552
 KV4552;                    North         East     Units Scale Factor Converg.
 KV4552;SPC NJ       -   191,055.103   171,925.095   MT  0.99990592   +0 10 05.9
 KV4552;SPC NJ       -   626,819.95    564,057.58   sFT  0.99990592   +0 10 05.9
 KV4552;SPC NY L     -    43,038.133   279,577.248   MT  1.00000818   -0 09 27.8
 KV4552;SPC NY L     -   141,200.94    917,246.35   sFT  1.00000818   -0 09 27.8
 KV4552;UTM  18      - 4,489,523.913   564,251.746   MT  0.99965081   +0 29 36.3
 KV4552
 KV4552                          SUPERSEDED SURVEY CONTROL
 KV4552
 KV4552  NAD 83(1996)-  40 33 14.35144(N)    074 14 28.02410(W) AD(       ) 4
 KV4552  NAD 83(1986)-  40 33 14.35366(N)    074 14 28.01739(W) AD(       ) 4
 KV4552  NAD 27      -  40 33 13.97900(N)    074 14 29.49500(W) AD(       ) 3
 KV4552
 KV4552.Superseded values are not recommended for survey control.
 KV4552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4552.See file dsdata.txt to determine how the superseded data were derived.
 KV4552
 KV4552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6425289524(NAD 83)
 KV4552_MARKER: 14 = NAVIGATION LIGHT
 KV4552
 KV4552  HISTORY     - Date     Condition        Report By
 KV4552  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4552
 KV4552                          STATION DESCRIPTION
 KV4552
 KV4552'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4552'A SMALL, LIGHTED CHANNEL-BEACON ERECTED CENTRALLY AND SYMMETRICALLY
 KV4552'OVER A CIRCULAR ROCK-FILL, APPROXIMATELY TWO MILES N OF
 KV4552'OUTERBRIDGE AND SE OF THE PORT READING COAL DOCKS, ON THE E SIDE OF
 KV4552'THE CHANNEL.  IT IS THE USUAL 4-SIDED LATTICE STRUCTURE (RED)
 KV4552'SURMOUNTING A 4-SIDED TANK (WHITE) SECURED TO A
 KV4552'TRUNCATED-PYRAMIDAL CONCRETE BASE.
 KV4552'
 KV4552'THE STATION IS THE LIGHT-APEX, APPROXIMATELY 25 FEET ABOVE
 KV4552'HIGH WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4659 ***********************************************************************
 KV4659  DESIGNATION -  ARTHUR KILL BLACK TANK
 KV4659  PID         -  KV4659
 KV4659  STATE/COUNTY-  NJ/UNION
 KV4659  USGS QUAD   -  ELIZABETH (1995)
 KV4659
 KV4659                         *CURRENT SURVEY CONTROL
 KV4659  ___________________________________________________________________
 KV4659* NAD 83(1996)-  40 38 08.33817(N)    074 12 09.53755(W)     ADJUSTED  
 KV4659* NAVD 88     -                                                        
 KV4659  ___________________________________________________________________
 KV4659  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 KV4659  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV4659
 KV4659  HORZ ORDER  -  THIRD
 KV4659
 KV4659.The horizontal coordinates were established by classical geodetic methods
 KV4659.and adjusted by the National Geodetic Survey in September 1999..
 KV4659
 KV4659
 KV4659.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4659
 KV4659.The geoid height was determined by GEOID03.
 KV4659
 KV4659;                    North         East     Units Scale Factor Converg.
 KV4659;SPC NJ       -   200,132.850   175,152.413   MT  0.99990778   +0 11 37.1
 KV4659;SPC NJ       -   656,602.53    574,645.87   sFT  0.99990778   +0 11 37.1
 KV4659;SPC NY L     -    52,098.253   282,856.502   MT  1.00000187   -0 07 57.2
 KV4659;SPC NY L     -   170,925.69    928,005.04   sFT  1.00000187   -0 07 57.2
 KV4659;UTM  18      - 4,498,617.535   567,426.658   MT  0.99965596   +0 31 09.4
 KV4659
 KV4659                          SUPERSEDED SURVEY CONTROL
 KV4659
 KV4659  NAD 83(1996)-  40 38 08.33816(N)    074 12 09.53753(W) AD(       ) 4
 KV4659  NAD 83(1986)-  40 38 08.33644(N)    074 12 09.53482(W) AD(       ) 4
 KV4659  NAD 27      -  40 38 07.96600(N)    074 12 11.00900(W) AD(       ) 3
 KV4659
 KV4659.Superseded values are not recommended for survey control.
 KV4659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4659.See file dsdata.txt to determine how the superseded data were derived.
 KV4659
 KV4659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6742798618(NAD 83)
 KV4659_MARKER: 51 = TANK
 KV4659
 KV4659  HISTORY     - Date     Condition        Report By
 KV4659  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4659  HISTORY     - 19940622 MARK NOT FOUND   USPSQD
 KV4659
 KV4659                          STATION DESCRIPTION
 KV4659
 KV4659'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4669 ***********************************************************************
 KV4669  DESIGNATION -  ARTHUR KILL HIGH BLACK TANK
 KV4669  PID         -  KV4669
 KV4669  STATE/COUNTY-  NJ/UNION
 KV4669  USGS QUAD   -  ELIZABETH (1995)
 KV4669
 KV4669                         *CURRENT SURVEY CONTROL
 KV4669  ___________________________________________________________________
 KV4669* NAD 83(1996)-  40 38 10.20820(N)    074 12 04.34078(W)     ADJUSTED  
 KV4669* NAVD 88     -                                                        
 KV4669  ___________________________________________________________________
 KV4669  LAPLACE CORR-           5.77  (seconds)                    DEFLEC99
 KV4669  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV4669
 KV4669  HORZ ORDER  -  THIRD
 KV4669
 KV4669.The horizontal coordinates were established by classical geodetic methods
 KV4669.and adjusted by the National Geodetic Survey in September 1999..
 KV4669
 KV4669
 KV4669.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4669
 KV4669.The geoid height was determined by GEOID03.
 KV4669
 KV4669;                    North         East     Units Scale Factor Converg.
 KV4669;SPC NJ       -   200,190.942   175,274.325   MT  0.99990786   +0 11 40.5
 KV4669;SPC NJ       -   656,793.12    575,045.85   sFT  0.99990786   +0 11 40.5
 KV4669;SPC NY L     -    52,155.655   282,978.754   MT  1.00000184   -0 07 53.8
 KV4669;SPC NY L     -   171,114.01    928,406.13   sFT  1.00000184   -0 07 53.8
 KV4669;UTM  18      - 4,498,676.304   567,548.206   MT  0.99965616   +0 31 12.9
 KV4669
 KV4669                          SUPERSEDED SURVEY CONTROL
 KV4669
 KV4669  NAD 83(1996)-  40 38 10.20825(N)    074 12 04.34104(W) AD(       ) 4
 KV4669  NAD 83(1986)-  40 38 10.20644(N)    074 12 04.33801(W) AD(       ) 4
 KV4669  NAD 27      -  40 38 09.83600(N)    074 12 05.81200(W) AD(       ) 3
 KV4669
 KV4669.Superseded values are not recommended for survey control.
 KV4669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4669.See file dsdata.txt to determine how the superseded data were derived.
 KV4669
 KV4669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6754898676(NAD 83)
 KV4669_MARKER: 51 = TANK
 KV4669
 KV4669  HISTORY     - Date     Condition        Report By
 KV4669  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4669  HISTORY     - 19940622 MARK NOT FOUND   USPSQD
 KV4669
 KV4669                          STATION DESCRIPTION
 KV4669
 KV4669'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4557 ***********************************************************************
 KV4557  DESIGNATION -  ARTHUR KILL MEX PETROLEUM CHIM
 KV4557  PID         -  KV4557
 KV4557  STATE/COUNTY-  NJ/MIDDLESEX
 KV4557  USGS QUAD   -  ARTHUR KILL (1981)
 KV4557
 KV4557                         *CURRENT SURVEY CONTROL
 KV4557  ___________________________________________________________________
 KV4557* NAD 83(1996)-  40 35 33.70359(N)    074 12 31.31883(W)     ADJUSTED  
 KV4557* NAVD 88     -                                                        
 KV4557  ___________________________________________________________________
 KV4557  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 KV4557  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV4557
 KV4557  HORZ ORDER  -  THIRD
 KV4557
 KV4557.The horizontal coordinates were established by classical geodetic methods
 KV4557.and adjusted by the National Geodetic Survey in September 1999..
 KV4557
 KV4557
 KV4557.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4557
 KV4557.The geoid height was determined by GEOID03.
 KV4557
 KV4557;                    North         East     Units Scale Factor Converg.
 KV4557;SPC NJ       -   195,361.711   174,656.408   MT  0.99990748   +0 11 22.4
 KV4557;SPC NJ       -   640,949.21    573,018.57   sFT  0.99990748   +0 11 22.4
 KV4557;SPC NY L     -    47,329.558   282,333.298   MT  1.00000494   -0 08 11.4
 KV4557;SPC NY L     -   155,280.39    926,288.50   sFT  1.00000494   -0 08 11.4
 KV4557;UTM  18      - 4,493,844.858   566,957.883   MT  0.99965518   +0 30 53.6
 KV4557
 KV4557                          SUPERSEDED SURVEY CONTROL
 KV4557
 KV4557  NAD 83(1996)-  40 35 33.70359(N)    074 12 31.31905(W) AD(       ) 4
 KV4557  NAD 83(1986)-  40 35 33.70348(N)    074 12 31.31561(W) AD(       ) 4
 KV4557  NAD 27      -  40 35 33.33300(N)    074 12 32.79600(W) AD(       ) 3
 KV4557
 KV4557.Superseded values are not recommended for survey control.
 KV4557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4557.See file dsdata.txt to determine how the superseded data were derived.
 KV4557
 KV4557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6695893845(NAD 83)
 KV4557_MARKER: 85 = CHIMNEY
 KV4557
 KV4557  HISTORY     - Date     Condition        Report By
 KV4557  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4557
 KV4557                          STATION DESCRIPTION
 KV4557
 KV4557'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4557'THE SHORT CHIMNEY, ON THE W SHORE OF ARTHUR KILL JUST S OF THE
 KV4557'RAHWAY RIVER, APPROXIMATELY 20 METERS W OF CENTRAL RAILROAD OF
 KV4557'NEW JERSEY TRACKS, AT THE FOOT OF A PRIVATE ROAD OFF ROOSEVELT
 KV4557'AVENUE, ON THE PROPERTY OF THE MEXICAN PETROLEUM CORPORATION,
 KV4557'RISING NEAR THE SW CORNER OF THE PUMP HOUSE AND BOILER ROOM.  IT
 KV4557'IS AN ORDINARY TYPE, ROUND, RED-BRICK CHIMNEY.
 KV4557'
 KV4557'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 75 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4879 ***********************************************************************
 KV4879  DESIGNATION -  ARTHUR KILL SQUARE CHIMNEY
 KV4879  PID         -  KV4879
 KV4879  STATE/COUNTY-  NJ/MIDDLESEX
 KV4879  USGS QUAD   -  PERTH AMBOY (1981)
 KV4879
 KV4879                         *CURRENT SURVEY CONTROL
 KV4879  ___________________________________________________________________
 KV4879* NAD 83(1996)-  40 31 48.33664(N)    074 15 23.01639(W)     ADJUSTED  
 KV4879* NAVD 88     -                                                        
 KV4879  ___________________________________________________________________
 KV4879  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 KV4879  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV4879
 KV4879  HORZ ORDER  -  THIRD
 KV4879
 KV4879.The horizontal coordinates were established by classical geodetic methods
 KV4879.and adjusted by the National Geodetic Survey in September 1999..
 KV4879
 KV4879
 KV4879.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4879
 KV4879.The geoid height was determined by GEOID03.
 KV4879
 KV4879;                    North         East     Units Scale Factor Converg.
 KV4879;SPC NJ       -   188,398.475   170,638.699   MT  0.99990524   +0 09 29.9
 KV4879;SPC NJ       -   618,104.00    559,837.13   sFT  0.99990524   +0 09 29.9
 KV4879;SPC NY L     -    40,388.594   278,275.621   MT  1.00001041   -0 10 03.7
 KV4879;SPC NY L     -   132,508.25    912,975.93   sFT  1.00001041   -0 10 03.7
 KV4879;UTM  18      - 4,486,860.712   562,980.766   MT  0.99964882   +0 28 59.7
 KV4879
 KV4879                          SUPERSEDED SURVEY CONTROL
 KV4879
 KV4879  NAD 83(1996)-  40 31 48.33661(N)    074 15 23.01649(W) AD(       ) 4
 KV4879  NAD 83(1986)-  40 31 48.33800(N)    074 15 23.01151(W) AD(       ) 4
 KV4879  NAD 27      -  40 31 47.96100(N)    074 15 24.48800(W) AD(       ) 3
 KV4879
 KV4879.Superseded values are not recommended for survey control.
 KV4879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4879.See file dsdata.txt to determine how the superseded data were derived.
 KV4879
 KV4879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6298186861(NAD 83)
 KV4879_MARKER: 85 = CHIMNEY
 KV4879
 KV4879  HISTORY     - Date     Condition        Report By
 KV4879  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4879
 KV4879                          STATION DESCRIPTION
 KV4879
 KV4879'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4879'THIS STATION IS ON THE W SHORE OF ARTHUR KILL, JUST N OF
 KV4879'OUTER BRIDGE, IN THE NATIONAL LEAD COMPANYS PLANT ATOP THE
 KV4879'PROMINENT, TALL, SQUARE WOODEN CHIMNEY-LIKE STRUCTURE.
 KV4879'
 KV4879'STATION IS MARKED BY THE TOP OF AN IRON PIPE PROJECTING
 KV4879'SEVERAL FEET ABOVE THE STRUCTURE.
 KV4879'
 KV4879'THE STATION WAS NOT OCCUPIED.  IT WAS CHOSEN AS AN EMERGENCY
 KV4879'WAY OF GETTING THRU TO A LOCAL USE CONNECTION WHEN A
 KV4879'RECONNAISSANCE LINE WAS BLOCKED BY ANCHORED BARGES.  ITS
 KV4879'POSITION IS NOT CONSIDERED PERMANENT ENOUGH FOR ANY FUTURE USAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4661 ***********************************************************************
 KV4661  DESIGNATION -  ARTHUR KILL STAN OIL STKY CHIM
 KV4661  PID         -  KV4661
 KV4661  STATE/COUNTY-  NJ/UNION
 KV4661  USGS QUAD   -  ELIZABETH (1995)
 KV4661
 KV4661                         *CURRENT SURVEY CONTROL
 KV4661  ___________________________________________________________________
 KV4661* NAD 83(1996)-  40 37 52.72788(N)    074 12 46.64076(W)     ADJUSTED  
 KV4661* NAVD 88     -                                                        
 KV4661  ___________________________________________________________________
 KV4661  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 KV4661  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV4661
 KV4661  HORZ ORDER  -  THIRD
 KV4661
 KV4661.The horizontal coordinates were established by classical geodetic methods
 KV4661.and adjusted by the National Geodetic Survey in September 1999..
 KV4661
 KV4661
 KV4661.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4661
 KV4661.The geoid height was determined by GEOID03.
 KV4661
 KV4661;                    North         East     Units Scale Factor Converg.
 KV4661;SPC NJ       -   199,648.482   174,282.177   MT  0.99990726   +0 11 12.9
 KV4661;SPC NJ       -   655,013.39    571,790.78   sFT  0.99990726   +0 11 12.9
 KV4661;SPC NY L     -    51,618.802   281,983.440   MT  1.00000215   -0 08 21.4
 KV4661;SPC NY L     -   169,352.69    925,140.67   sFT  1.00000215   -0 08 21.4
 KV4661;UTM  18      - 4,498,128.352   566,559.407   MT  0.99965453   +0 30 45.1
 KV4661
 KV4661                          SUPERSEDED SURVEY CONTROL
 KV4661
 KV4661  NAD 83(1996)-  40 37 52.72791(N)    074 12 46.64078(W) AD(       ) 4
 KV4661  NAD 83(1986)-  40 37 52.72623(N)    074 12 46.63745(W) AD(       ) 4
 KV4661  NAD 27      -  40 37 52.35800(N)    074 12 48.11100(W) AD(       ) 3
 KV4661
 KV4661.Superseded values are not recommended for survey control.
 KV4661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4661.See file dsdata.txt to determine how the superseded data were derived.
 KV4661
 KV4661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6655998128(NAD 83)
 KV4661_MARKER: 85 = CHIMNEY
 KV4661
 KV4661  HISTORY     - Date     Condition        Report By
 KV4661  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4661
 KV4661                          STATION DESCRIPTION
 KV4661
 KV4661'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4661'THE STOCKY CHIMNEY JUST W OF THE CENTRAL RAILROAD OF NEW JERSEY
 KV4661'TRACKS AND APPROXIMATELY 3/4 MILE SW OF GOETHALS BRIDGE, IN THE
 KV4661'STANDARD OIL COMPANYS PLANT.
 KV4661'
 KV4661'THE STATION IS THE CHIMNEY TOP.  IT WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3415 ***********************************************************************
 JU3415  DESIGNATION -  ARTIFICIAL
 JU3415  PID         -  JU3415
 JU3415  STATE/COUNTY-  NJ/SALEM
 JU3415  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU3415
 JU3415                         *CURRENT SURVEY CONTROL
 JU3415  ___________________________________________________________________
 JU3415* NAD 83(1996)-  39 29 47.25200(N)    075 32 32.39955(W)     ADJUSTED  
 JU3415* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 JU3415  ___________________________________________________________________
 JU3415  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 JU3415  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JU3415
 JU3415  HORZ ORDER  -  THIRD
 JU3415
 JU3415.The horizontal coordinates were established by classical geodetic methods
 JU3415.and adjusted by the National Geodetic Survey in September 1999..
 JU3415
 JU3415.The orthometric height was scaled from a topographic map.
 JU3415
 JU3415.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3415
 JU3415.The geoid height was determined by GEOID03.
 JU3415
 JU3415;                    North         East     Units Scale Factor Converg.
 JU3415;SPC NJ       -    74,130.628    60,348.818   MT  0.99999893   -0 39 46.8
 JU3415;SPC NJ       -   243,210.24    197,994.41   sFT  0.99999893   -0 39 46.8
 JU3415;SPC DE       -   166,129.652   189,190.495   MT  0.99999644   -0 04 47.7
 JU3415;SPC DE       -   545,043.70    620,702.48   sFT  0.99999644   -0 04 47.7
 JU3415;UTM  18      - 4,372,011.885   453,368.225   MT  0.99962677   -0 20 41.8
 JU3415
 JU3415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3415!SPC NJ       -   1.00000484  x   0.99999893  =   1.00000377
 JU3415!SPC DE       -   1.00000484  x   0.99999644  =   1.00000128
 JU3415!UTM  18      -   1.00000484  x   0.99962677  =   0.99963161
 JU3415
 JU3415|---------------------------------------------------------------------|
 JU3415| PID    Reference Object                     Distance      Geod. Az  |
 JU3415|                                                           dddmmss.s |
 JU3415| CB1189 ARTIFICIAL RM                        30.970 METERS 00223     |
 JU3415| JU3416 BOUNDARY REF MON 6                   12.970 METERS 00409     |
 JU3415| JU3406 REEDY ISLAND FRONT RANGE LIGHT      APPROX. 6.4 KM 2073300.6 |
 JU3415| JU3413 REEDY ISLAND JETTY MIDDLE LT        APPROX. 3.1 KM 2410755.9 |
 JU3415| JU3408 LISTON FRONT                        APPROX. 4.5 KM 2494345.5 |
 JU3415|---------------------------------------------------------------------|
 JU3415
 JU3415                          SUPERSEDED SURVEY CONTROL
 JU3415
 JU3415  NAD 83(1991)-  39 29 47.25200(N)    075 32 32.39955(W) AD(       ) 3
 JU3415  NAD 83(1986)-  39 29 47.24369(N)    075 32 32.40868(W) AD(       ) 3
 JU3415  NAD 27      -  39 29 46.83600(N)    075 32 33.67900(W) AD(       ) 3
 JU3415
 JU3415.Superseded values are not recommended for survey control.
 JU3415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3415.See file dsdata.txt to determine how the superseded data were derived.
 JU3415
 JU3415_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5336872012(NAD 83)
 JU3415_MARKER: Z = SEE DESCRIPTION
 JU3415_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU3415_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU3415
 JU3415  HISTORY     - Date     Condition        Report By
 JU3415  HISTORY     - 1934     MONUMENTED       CGS
 JU3415  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3415
 JU3415                          STATION DESCRIPTION
 JU3415
 JU3415'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JHB)
 JU3415'THE STATION IS ON THE W SIDE OF ARTIFICIAL ISLAND, ABOUT 1/2 MILE
 JU3415'S OF THE N END OF THE ISLAND, 21.85 METERS INSHORE FROM THE OUTSIDE
 JU3415'HORIZONTAL TIMBER ALONG THE PILING OF THE RETAINING WALL ALONG
 JU3415'THE W SIDE OF THE ISLAND, AND ON TOP OF AN EMBANKMENT ABOUT 10
 JU3415'FEET ABOVE THE HIGH WATER LEVEL.
 JU3415'
 JU3415'SUB-SURFACE MARK IS SET IN A CONCRETE POST ABOUT 3 FEET BELOW
 JU3415'THE LEVEL OF THE GROUND.
 JU3415'
 JU3415'THE SURFACE MARK IS SET IN CONCRETE INSIDE OF AN 8-INCH TILE
 JU3415'PIPE FILLED WITH CONCRETE.
 JU3415'
 JU3415'THE REFERENCE MARK IS N OF THE STATION AND IS SET IN A CONCRETE
 JU3415'FILLED TILE PIPE.
 JU3415
 JU3415                          STATION RECOVERY (1946)
 JU3415
 JU3415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3415'A SEARCH WAS MADE FOR THE ABOVE STATION BY TWO MEN FOR APPROXIMATELY
 JU3415'2 HOURS, BUT ON ACCOUNT OF THE INADEQUATE DESCRIPTION AND A VERY
 JU3415'HEAVY GROWTH OF BRUSH (ELDER, HONEYSUCKLE, ETC.) COVERING THE
 JU3415'AREA, THE STATION WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7221 ***********************************************************************
 AA7221  DESIGNATION -  ARTIS 2
 AA7221  PID         -  AA7221
 AA7221  STATE/COUNTY-  NJ/SALEM
 AA7221  USGS QUAD   -  TAYLORS BRIDGE (1993)
 AA7221
 AA7221                         *CURRENT SURVEY CONTROL
 AA7221  ___________________________________________________________________
 AA7221* NAD 83(1996)-  39 27 37.36513(N)    075 31 08.40661(W)     ADJUSTED  
 AA7221* NAVD 88     -         1.6    (meters)       5.     (feet)  GPS OBS   
 AA7221  ___________________________________________________________________
 AA7221  X           -   1,233,034.983 (meters)                     COMP
 AA7221  Y           -  -4,774,323.917 (meters)                     COMP
 AA7221  Z           -   4,031,887.895 (meters)                     COMP
 AA7221  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 AA7221  ELLIP HEIGHT-         -32.05  (meters)          (10/23/02) GPS OBS
 AA7221  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 AA7221
 AA7221  HORZ ORDER  -  FIRST
 AA7221  ELLP ORDER  -  FOURTH    CLASS I
 AA7221
 AA7221.The horizontal coordinates were established by GPS observations
 AA7221.and adjusted by the National Geodetic Survey in May 1999..
 AA7221
 AA7221.The orthometric height was determined by GPS observations and a
 AA7221.high-resolution geoid model.
 AA7221
 AA7221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7221
 AA7221.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7221
 AA7221.The ellipsoidal height was determined by GPS observations
 AA7221.and is referenced to NAD 83.
 AA7221
 AA7221.The geoid height was determined by GEOID03.
 AA7221
 AA7221;                    North         East     Units Scale Factor Converg.
 AA7221;SPC NJ       -    70,102.210    62,310.297   MT  0.99999464   -0 38 51.6
 AA7221;SPC NJ       -   229,993.67    204,429.70   sFT  0.99999464   -0 38 51.6
 AA7221;UTM  18      - 4,367,995.904   455,351.291   MT  0.99962454   -0 19 47.5
 AA7221
 AA7221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7221!SPC NJ       -   1.00000503  x   0.99999464  =   0.99999967
 AA7221!UTM  18      -   1.00000503  x   0.99962454  =   0.99962957
 AA7221
 AA7221:                Primary Azimuth Mark                     Grid Az
 AA7221:SPC NJ       -  ARTIS 3                                  276 13 25.1
 AA7221:UTM  18      -  ARTIS 3                                  275 54 21.0
 AA7221
 AA7221|---------------------------------------------------------------------|
 AA7221| PID    Reference Object                     Distance      Geod. Az  |
 AA7221|                                                           dddmmss.s |
 AA7221| AA7222 ARTIS 3                             APPROX. 1.2 KM 2753433.5 |
 AA7221|---------------------------------------------------------------------|
 AA7221
 AA7221                          SUPERSEDED SURVEY CONTROL
 AA7221
 AA7221  ELLIP H (05/14/99)  -32.03   (m)                       GP(       ) 4 1
 AA7221  NAD 83(1992)-  39 27 37.36467(N)    075 31 08.40652(W) AD(       ) 1
 AA7221  ELLIP H (08/04/95)  -32.09   (m)                       GP(       ) 3 1
 AA7221
 AA7221.Superseded values are not recommended for survey control.
 AA7221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7221.See file dsdata.txt to determine how the superseded data were derived.
 AA7221
 AA7221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5535167996(NAD 83)
 AA7221_MARKER: DD = SURVEY DISK
 AA7221_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA7221_STAMPING: ARTIS 2 1986
 AA7221_MARK LOGO: PSEG  
 AA7221_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA7221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7221+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1994
 AA7221
 AA7221  HISTORY     - Date     Condition        Report By
 AA7221  HISTORY     - 1986     MONUMENTED       PSEG
 AA7221  HISTORY     - 19940811 GOOD             NJGS
 AA7221
 AA7221                          STATION DESCRIPTION
 AA7221
 AA7221'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA7221'THE STATION IS LOCATED IN LOWER ALLOWAY CREEK TOWNSHIP ON THE GROUNDS
 AA7221'OF THE SALEM NUCLEAR GENERATING STATION.  TO REACH THE STATION FROM
 AA7221'THE INTERSECTION OF LOCUST ISLAND ROAD AND LOWER ALLOWAY CREEK ROAD IN
 AA7221'HANCOCKS BRIDGE, GO SOUTHWEST ON LOWER ALLOWAY CREEK ROAD FOR 5.4 MI
 AA7221'(8.7 KM) TO A FORK IN THE ROAD AT A TRAFFIC SIGNAL.  BEAR TO THE LEFT
 AA7221'TOWARDS THE SALEM GENERATING STATION, PASSING THROUGH THE TRAFFIC
 AA7221'LIGHT TO A POINT WHERE THE NORTHBOUND TRAFFIC MERGES.  TURN HARD LEFT
 AA7221'ONTO A DIM ROAD LEADING TO THE RIVER AND THE STATION AHEAD. THE
 AA7221'STATION IS SET FLUSH WITHIN A LARGE IRREGULAR MASS OF CONCRETE ON THE
 AA7221'SHORE OF THE DELAWARE RIVER. THE STATION IS 158.2 FT (48.2 M) SOUTH OF
 AA7221'THE SOUTHERLY EDGE OF THE PAVEMENT OF THE PLANT ENTRANCE ROAD, 141.4
 AA7221'FT (43.1 M) SOUTHEAST OF THE THE NOAA WEATHER STAION UTILITY POLE AND
 AA7221'33 FT (10.1 M) NORTH OF THE LIMIT OF CONCRETE AT LOW TIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7222 ***********************************************************************
 AA7222  DESIGNATION -  ARTIS 3
 AA7222  PID         -  AA7222
 AA7222  STATE/COUNTY-  NJ/SALEM
 AA7222  USGS QUAD   -  TAYLORS BRIDGE (1993)
 AA7222
 AA7222                         *CURRENT SURVEY CONTROL
 AA7222  ___________________________________________________________________
 AA7222* NAD 83(1996)-  39 27 41.02091(N)    075 31 56.75164(W)     ADJUSTED  
 AA7222* NAVD 88     -         6.3    (meters)      21.     (feet)  GPS OBS   
 AA7222  ___________________________________________________________________
 AA7222  X           -   1,231,898.938 (meters)                     COMP
 AA7222  Y           -  -4,774,546.942 (meters)                     COMP
 AA7222  Z           -   4,031,977.946 (meters)                     COMP
 AA7222  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 AA7222  ELLIP HEIGHT-         -27.32  (meters)          (10/23/02) GPS OBS
 AA7222  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 AA7222
 AA7222  HORZ ORDER  -  FIRST
 AA7222  ELLP ORDER  -  FOURTH    CLASS I
 AA7222
 AA7222.The horizontal coordinates were established by GPS observations
 AA7222.and adjusted by the National Geodetic Survey in May 1999..
 AA7222
 AA7222.The orthometric height was determined by GPS observations and a
 AA7222.high-resolution geoid model.
 AA7222
 AA7222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7222
 AA7222.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7222
 AA7222.The ellipsoidal height was determined by GPS observations
 AA7222.and is referenced to NAD 83.
 AA7222
 AA7222.The geoid height was determined by GEOID03.
 AA7222
 AA7222;                    North         East     Units Scale Factor Converg.
 AA7222;SPC NJ       -    70,228.096    61,155.923   MT  0.99999715   -0 39 22.4
 AA7222;SPC NJ       -   230,406.68    200,642.39   sFT  0.99999715   -0 39 22.4
 AA7222;UTM  18      - 4,368,115.341   454,196.664   MT  0.99962583   -0 20 18.2
 AA7222
 AA7222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7222!SPC NJ       -   1.00000429  x   0.99999715  =   1.00000144
 AA7222!UTM  18      -   1.00000429  x   0.99962583  =   0.99963011
 AA7222
 AA7222:                Primary Azimuth Mark                     Grid Az
 AA7222:SPC NJ       -  ARTIS 4                                  316 10 06.6
 AA7222:UTM  18      -  ARTIS 4                                  315 51 02.4
 AA7222
 AA7222|---------------------------------------------------------------------|
 AA7222| PID    Reference Object                     Distance      Geod. Az  |
 AA7222|                                                           dddmmss.s |
 AA7222| AA7223 ARTIS 4                             APPROX. 1.2 KM 3153044.2 |
 AA7222|---------------------------------------------------------------------|
 AA7222
 AA7222                          SUPERSEDED SURVEY CONTROL
 AA7222
 AA7222  ELLIP H (05/14/99)  -27.30   (m)                       GP(       ) 4 1
 AA7222  NAD 83(1992)-  39 27 41.02044(N)    075 31 56.75155(W) AD(       ) 1
 AA7222  ELLIP H (08/04/95)  -27.37   (m)                       GP(       ) 3 1
 AA7222
 AA7222.Superseded values are not recommended for survey control.
 AA7222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7222.See file dsdata.txt to determine how the superseded data were derived.
 AA7222
 AA7222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5419768115(NAD 83)
 AA7222_MARKER: DD = SURVEY DISK
 AA7222_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA7222_SP_SET: SIDEWALK
 AA7222_STAMPING: ARTIS 3 1986
 AA7222_MARK LOGO: PSEG  
 AA7222_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA7222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7222+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1994
 AA7222
 AA7222  HISTORY     - Date     Condition        Report By
 AA7222  HISTORY     - 1986     MONUMENTED       PSEG
 AA7222  HISTORY     - 19940811 GOOD             NJGS
 AA7222
 AA7222                          STATION DESCRIPTION
 AA7222
 AA7222'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA7222'THE STATION IS LOCATED IN LOWER ALLOWAY CREEK TOWNSHIP ON THE GROUNDS
 AA7222'OF THE SALEM NUCLEAR GENERATING STATION.  TO REACH THE STATION FROM
 AA7222'THE INTERSECTION OF LOCUST ISLAND ROAD AND LOWER ALLOWAY CREEK ROAD IN
 AA7222'HANCOCKS BRIDGE, GO SOUTHWEST ON LOWER ALLOWAY CREEK ROAD FOR 5.4 MI
 AA7222'(8.7 KM) TO A FORK IN THE ROAD AT A TRAFFIC SIGNAL.  BEAR TO THE LEFT
 AA7222'TOWARDS THE SALEM GENERATING STATION, PASSING THROUGH THE TRAFFIC
 AA7222'LIGHT AND GO WEST FOR 0.7 MI (1.1 KM) TO THE VISITORS CENTER AND THE
 AA7222'STATION ON THE LEFT, SET FLUSH IN THE CENTER OF THE SIDEWALK. THE
 AA7222'STATION IS 2.6 FT (0.8 M) SOUTH OF THE NORTHERLY EDGE OF THE CONCRETE
 AA7222'WALK, 11.1 FT (3.4 M) EAST OF THE WESTERLY EDGE OF THE CONCERETE WALK,
 AA7222'4.9 FT (1.5 M) NORTH OF THE SOUTHERLY EDGE OF THE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7223 ***********************************************************************
 AA7223  DESIGNATION -  ARTIS 4
 AA7223  PID         -  AA7223
 AA7223  STATE/COUNTY-  NJ/SALEM
 AA7223  USGS QUAD   -  TAYLORS BRIDGE (1993)
 AA7223
 AA7223                         *CURRENT SURVEY CONTROL
 AA7223  ___________________________________________________________________
 AA7223* NAD 83(1996)-  39 28 08.73672(N)    075 32 31.87890(W)     ADJUSTED  
 AA7223* NAVD 88     -         2.3    (meters)       8.     (feet)  GPS OBS   
 AA7223  ___________________________________________________________________
 AA7223  X           -   1,230,949.394 (meters)                     COMP
 AA7223  Y           -  -4,774,227.592 (meters)                     COMP
 AA7223  Z           -   4,032,635.283 (meters)                     COMP
 AA7223  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 AA7223  ELLIP HEIGHT-         -31.32  (meters)          (10/23/02) GPS OBS
 AA7223  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 AA7223
 AA7223  HORZ ORDER  -  FIRST
 AA7223  ELLP ORDER  -  FOURTH    CLASS I
 AA7223
 AA7223.The horizontal coordinates were established by GPS observations
 AA7223.and adjusted by the National Geodetic Survey in May 1999..
 AA7223
 AA7223.The orthometric height was determined by GPS observations and a
 AA7223.high-resolution geoid model.
 AA7223
 AA7223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7223
 AA7223.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7223
 AA7223.The ellipsoidal height was determined by GPS observations
 AA7223.and is referenced to NAD 83.
 AA7223
 AA7223.The geoid height was determined by GEOID03.
 AA7223
 AA7223;                    North         East     Units Scale Factor Converg.
 AA7223;SPC NJ       -    71,092.460    60,326.116   MT  0.99999898   -0 39 45.1
 AA7223;SPC NJ       -   233,242.51    197,919.93   sFT  0.99999898   -0 39 45.1
 AA7223;UTM  18      - 4,368,974.769   453,362.386   MT  0.99962678   -0 20 40.8
 AA7223
 AA7223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7223!SPC NJ       -   1.00000491  x   0.99999898  =   1.00000389
 AA7223!UTM  18      -   1.00000491  x   0.99962678  =   0.99963169
 AA7223
 AA7223:                Primary Azimuth Mark                     Grid Az
 AA7223:SPC NJ       -  ARTIS 3                                  136 10 06.9
 AA7223:UTM  18      -  ARTIS 3                                  135 51 02.6
 AA7223
 AA7223|---------------------------------------------------------------------|
 AA7223| PID    Reference Object                     Distance      Geod. Az  |
 AA7223|                                                           dddmmss.s |
 AA7223| AA7222 ARTIS 3                             APPROX. 1.2 KM 1353021.8 |
 AA7223|---------------------------------------------------------------------|
 AA7223
 AA7223                          SUPERSEDED SURVEY CONTROL
 AA7223
 AA7223  ELLIP H (05/14/99)  -31.30   (m)                       GP(       ) 4 1
 AA7223  NAD 83(1992)-  39 28 08.73625(N)    075 32 31.87881(W) AD(       ) 1
 AA7223  ELLIP H (08/04/95)  -31.37   (m)                       GP(       ) 3 1
 AA7223
 AA7223.Superseded values are not recommended for survey control.
 AA7223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7223.See file dsdata.txt to determine how the superseded data were derived.
 AA7223
 AA7223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5336268975(NAD 83)
 AA7223_MARKER: DD = SURVEY DISK
 AA7223_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA7223_SP_SET: CONCRETE UNLOADING DOCK
 AA7223_STAMPING: ARTIS 4 1986
 AA7223_MARK LOGO: PSEG  
 AA7223_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7223+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1994
 AA7223
 AA7223  HISTORY     - Date     Condition        Report By
 AA7223  HISTORY     - 1986     MONUMENTED       PSEG
 AA7223  HISTORY     - 19940811 GOOD             NJGS
 AA7223
 AA7223                          STATION DESCRIPTION
 AA7223
 AA7223'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA7223'THE STATION IS LOCATED IN LOWER ALLOWAY CREEK TOWNSHIP ON THE GROUNDS
 AA7223'OF THE SALEM NUCLEAR GENERATING STATION.  TO REACH THE STATION FROM
 AA7223'THE INTERSECTION OF LOCUST ISLAND ROAD AND LOWER ALLOWAY CREEK ROAD IN
 AA7223'HANCOCKS BRIDGE, GO SOUTHWEST ON LOWER ALLOWAY CREEK ROAD FOR 5.4 MI
 AA7223'(8.7 KM) TO MILE POST ZERO.  AT MILE POST ZERO, OF THE ACCESS ROAD,
 AA7223'BEAR TO THE RIGHT AND GO 0.9 MI (1.4 KM) TO A PAVED ROAD ON THE RIGHT.
 AA7223'TURN RIGHT AND GO 0.2 MI (0.3 KM) TO A FORK.  BEAR TO THE RIGHT AND GO
 AA7223'50 M (164.0 FT) TO THE END OF PAVED ROAD.  CONTINUE STRAIGHT AHEAD AND
 AA7223'GO NORTH FOR 0.1 MI, THEN WEST ON THE GRAVEL ROAD FOR 0.4 MI (0.6 KM)
 AA7223'TO THE COOLING TOWER ON THE LEFT. CONTINUE WEST FOR 0.4 MI (0.6 KM) TO
 AA7223'THE TEE INTERSECTION WITH A DIRT ROAD. TURN LEFT AND GO 0.15 MI (0.24
 AA7223'KM) TO THE BARGE SLIP.  TURN RIGHT AND GO 40 M (131.2 FT) TO THE
 AA7223'STATION AHEAD, AT THE SOUTHWEST CORNER OF THE UNLOADING DOCK. THE
 AA7223'STATION IS 4.3 M (14.1 FT) NORTH FROM THE BARGE SLIP, 3.3 M (10.8 FT)
 AA7223'EAST FROM THE WEST SIDE OF THE UNLOADING DOCK AND 28.0 M (91.9 FT)
 AA7223'SOUTH FROM AN OVERHEAD LIGHT POLE WITH THREE LIGHT ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6981 ***********************************************************************
 KV6981  DESIGNATION -  ASBURY 1
 KV6981  PID         -  KV6981
 KV6981  STATE/COUNTY-  NJ/MONMOUTH
 KV6981  USGS QUAD   -  ASBURY PARK (1989)
 KV6981
 KV6981                         *CURRENT SURVEY CONTROL
 KV6981  ___________________________________________________________________
 KV6981* NAD 83(1996)-  40 14 55.44007(N)    074 04 53.65621(W)     ADJUSTED  
 KV6981* NAVD 88     -        35.0    (meters)     115.     (feet)  GPS OBS   
 KV6981  ___________________________________________________________________
 KV6981  X           -   1,337,034.639 (meters)                     COMP
 KV6981  Y           -  -4,687,973.144 (meters)                     COMP
 KV6981  Z           -   4,099,105.592 (meters)                     COMP
 KV6981  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 KV6981  ELLIP HEIGHT-           2.38  (meters)          (10/23/02) GPS OBS
 KV6981  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KV6981
 KV6981  HORZ ORDER  -  FIRST
 KV6981  ELLP ORDER  -  FOURTH    CLASS I
 KV6981
 KV6981.The horizontal coordinates were established by GPS observations
 KV6981.and adjusted by the National Geodetic Survey in May 1999..
 KV6981
 KV6981.The orthometric height was determined by GPS observations and a
 KV6981.high-resolution geoid model.
 KV6981
 KV6981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6981
 KV6981.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6981
 KV6981.The ellipsoidal height was determined by GPS observations
 KV6981.and is referenced to NAD 83.
 KV6981
 KV6981.The geoid height was determined by GEOID03.
 KV6981
 KV6981;                    North         East     Units Scale Factor Converg.
 KV6981;SPC NJ       -   157,214.242   185,597.761   MT  0.99991559   +0 16 13.3
 KV6981;SPC NJ       -   515,793.73    608,915.32   sFT  0.99991559   +0 16 13.3
 KV6981;UTM  18      - 4,455,769.299   578,112.176   MT  0.99967511   +0 35 36.4
 KV6981
 KV6981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6981!SPC NJ       -   0.99999963  x   0.99991559  =   0.99991522
 KV6981!UTM  18      -   0.99999963  x   0.99967511  =   0.99967474
 KV6981
 KV6981:                Primary Azimuth Mark                     Grid Az
 KV6981:SPC NJ       -  ASBURY 2                                 356 41 34.7
 KV6981:UTM  18      -  ASBURY 2                                 356 22 11.6
 KV6981
 KV6981|---------------------------------------------------------------------|
 KV6981| PID    Reference Object                     Distance      Geod. Az  |
 KV6981|                                                           dddmmss.s |
 KV6981| KV6982 ASBURY 2                            APPROX. 0.8 KM 3565748.0 |
 KV6981|---------------------------------------------------------------------|
 KV6981
 KV6981                          SUPERSEDED SURVEY CONTROL
 KV6981
 KV6981  ELLIP H (05/14/99)    2.37   (m)                       GP(       ) 4 1
 KV6981  NAD 83(1992)-  40 14 55.43956(N)    074 04 53.65762(W) AD(       ) 1
 KV6981  ELLIP H (04/25/94)    2.35   (m)                       GP(       ) 3 1
 KV6981  NAD 83(1986)-  40 14 55.44079(N)    074 04 53.65878(W) AD(       ) 1
 KV6981
 KV6981.Superseded values are not recommended for survey control.
 KV6981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6981.See file dsdata.txt to determine how the superseded data were derived.
 KV6981
 KV6981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7811255769(NAD 83)
 KV6981_MARKER: DD = SURVEY DISK
 KV6981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6981_SP_SET: CONCRETE POST
 KV6981_STAMPING: ASBURY 1 1991
 KV6981_MARK LOGO: NJHA  
 KV6981_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6981+STABILITY: SURFACE MOTION
 KV6981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6981+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1994
 KV6981
 KV6981  HISTORY     - Date     Condition        Report By
 KV6981  HISTORY     - 1991     MONUMENTED       NJHA
 KV6981  HISTORY     - 19930718 GOOD             NJGS
 KV6981  HISTORY     - 19940630 GOOD             NJGS
 KV6981
 KV6981                          STATION DESCRIPTION
 KV6981
 KV6981'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV6981'THE STATION IS LOCATED IN THE BOROUGH OF TINTON FALLS ON THE EAST SIDE
 KV6981'OF THE GARDEN STATE PARKWAY AT ABOUT 103.93 OF THE NORTHBOUND LANES.
 KV6981'THE STATION IS ABOUT 0.2 MI (0.3 KM) SOUTH FROM THE ASBURY PARK TOLL
 KV6981'PLAZA AND AT THE WEST EDGE OF A PAVED ACCESS ROAD LEADING FROM THE
 KV6981'NORTHBOUND LOCAL ROADWAY TO A STORAGE YARD AND RADIO ANTENNA.  TO
 KV6981'REACH THE STATION FROM THE INTERSECTION OF ASBURY AVENUE AND THE
 KV6981'GARDEN STATE PARKWAY AT INTERCHANGE 102, GO 0.65 MI (1.05 KM) NORTH
 KV6981'ON THE GARDEN STATE PARKWAY TO THE STATION ON THE RIGHT, SET FLUSH
 KV6981'WITH THE GROUND AT THE TOP OF A LOW SLOPE EMBANKMENT AND EAST OF
 KV6981'SEVERAL TELEPHONE BOOTHS. THE STATION IS 24.7 FT (7.5 M) EAST
 KV6981'SOUTHEAST FROM AND NORMAL TO THE STONE CURB AT THE EAST SIDE OF THE
 KV6981'NORTHBOUND LANES, 23.5 FT (7.2 M) EAST NORTHEAST FROM A LARGE LAMP
 KV6981'POST AT THE EAST SIDE OF THE NORTHBOUND LANES AND 11.0 FT (3.4 M)
 KV6981'WEST NORTHWEST FROM AND NORMAL TO THE CENTER OF THE ACCESS ROAD.
 KV6981'THE STATION IS LOCATED IN THE BOROUGH OF TINTON FALLS ON THE EAST SIDE
 KV6981'OF THE GARDEN STATE PARKWAY NORTHBOUND LANES AT MILEPOINT 103.93,
 KV6981'ABOUT 0.2 MI (0.3 KM) SOUTH OF THE ASBURY PARK TOLL GATES AND AT THE
 KV6981'WEST EDGE OF A PAVED ACCESS ROAD LEADING FROM THE NORTHBOUND ROADWAYS
 KV6981'TO A STORAGE YARD AND RADIO ANTENNA.  TO REACH THE STATION, ENTER THE
 KV6981'GARDEN STATE PARKWAY FROM ASBURY AVENUE AT INTERCHANGE 102, GO 0.65
 KV6981'MI (1.05 KM) NORTH FROM ASBURY AVENUE TO THE STATION ON THE RIGHT,
 KV6981'FLUSH WITH THE GROUND AT THE TOP OF A LOW SLOPE AND EAST OF TELEPHONE
 KV6981'BOOTHS. THE STATION IS 24.7 FT (7.5 M) EAST SOUTHEAST FROM, AND
 KV6981'NORMAL TO, STONE CURB AT THE EAST SIDE OF THE NORTHBOUND LANES, 23.5
 KV6981'FT (7.2 M) EAST NORTHEAST FROM A LARGE LAMP POST AT THE EAST SIDE OF
 KV6981'THE NORTHBOUND LANES, AND 11.0 FT (3.4 M) WEST NORTHWEST FROM AND
 KV6981'NORMAL TO, THE CENTER OF THE ACCESS ROAD.
 KV6981
 KV6981                          STATION RECOVERY (1994)
 KV6981
 KV6981'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 KV6981'THE STATION IS LOCATED IN THE BOROUGH OF TINTON FALLS ON THE EAST SIDE
 KV6981'OF THE GARDEN STATE PARKWAY AT ABOUT MILEPOST 103.93 OF THE NORTHBOUND
 KV6981'LANES. THE STATION IS ABOUT 0.2 MI (0.3 KM) SOUTH FROM THE ASBURY PARK
 KV6981'TOLL PLAZA AND IS AT THE WEST EDGE OF A PAVED ACCESS ROAD LEADING FROM
 KV6981'THE NORTHBOUND LOCAL SERVICE ROADWAY TO A NEW JRESEY PARKWAY AUTHORITY
 KV6981'STORAGE YARD AND RADIO ANTENNA COMPLEX. TO REACH THE STATION FROM THE
 KV6981'INTERSECTION OF ASBURY AVENUE AND THE GARDEN STATE PARKWAY AT
 KV6981'INTERCHANGE 102, GO 0.65 MI (1.05 KM) NORTH ON THE GARDEN STATE
 KV6981'PARKWAY TO THE STATION ON THE RIGHT, SET FLUSH WITH THE GROUND AT THE
 KV6981'TOP OF A LOW SLOPE EMBANKMENT AND EAST OF SEVERAL TELEPHONE BOOTHS.
 KV6981'THE STATION IS 39.5 FT (12.0 M) SOUTHWEST OF A UTILITY POLE WITH NO
 KV6981'NUMBER ON THE EAST SIDE OF THE SERVICE ROAD, 24.7 FT (7.5 M) EAST
 KV6981'SOUTHEAST FROM AND NORMAL TO THE STONE CURB AT THE EAST SIDE OF THE
 KV6981'NORTHBOUND LANES, 23.5 FT (7.2 M) EAST NORTHEAST FROM A LARGE LAMP
 KV6981'POST AT THE EAST SIDE OF THE NORTHBOUND LANES AND 11.0 FT (3.4 M) WEST
 KV6981'NORTHWEST FROM AND NORMAL TO THE CENTER OF THE ACCESS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6982 ***********************************************************************
 KV6982  DESIGNATION -  ASBURY 2
 KV6982  PID         -  KV6982
 KV6982  STATE/COUNTY-  NJ/MONMOUTH
 KV6982  USGS QUAD   -  LONG BRANCH (1981)
 KV6982
 KV6982                         *CURRENT SURVEY CONTROL
 KV6982  ___________________________________________________________________
 KV6982* NAD 83(1996)-  40 15 20.23336(N)    074 04 55.37290(W)     ADJUSTED  
 KV6982* NAVD 88     -        37.4    (meters)     123.     (feet)  GPS OBS   
 KV6982  ___________________________________________________________________
 KV6982  X           -   1,336,860.607 (meters)                     COMP
 KV6982  Y           -  -4,687,510.861 (meters)                     COMP
 KV6982  Z           -   4,099,690.806 (meters)                     COMP
 KV6982  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 KV6982  ELLIP HEIGHT-           4.80  (meters)          (10/23/02) GPS OBS
 KV6982  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KV6982
 KV6982  HORZ ORDER  -  FIRST
 KV6982  ELLP ORDER  -  FOURTH    CLASS I
 KV6982
 KV6982.The horizontal coordinates were established by GPS observations
 KV6982.and adjusted by the National Geodetic Survey in May 1999..
 KV6982
 KV6982.The orthometric height was determined by GPS observations and a
 KV6982.high-resolution geoid model.
 KV6982
 KV6982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6982
 KV6982.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6982
 KV6982.The ellipsoidal height was determined by GPS observations
 KV6982.and is referenced to NAD 83.
 KV6982
 KV6982.The geoid height was determined by GEOID03.
 KV6982
 KV6982;                    North         East     Units Scale Factor Converg.
 KV6982;SPC NJ       -   157,978.709   185,553.588   MT  0.99991556   +0 16 12.3
 KV6982;SPC NJ       -   518,301.81    608,770.40   sFT  0.99991556   +0 16 12.3
 KV6982;UTM  18      - 4,456,533.321   578,063.704   MT  0.99967501   +0 35 35.6
 KV6982
 KV6982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6982!SPC NJ       -   0.99999925  x   0.99991556  =   0.99991481
 KV6982!UTM  18      -   0.99999925  x   0.99967501  =   0.99967426
 KV6982
 KV6982:                Primary Azimuth Mark                     Grid Az
 KV6982:SPC NJ       -  ASBURY 1                                 176 41 34.6
 KV6982:UTM  18      -  ASBURY 1                                 176 22 11.3
 KV6982
 KV6982|---------------------------------------------------------------------|
 KV6982| PID    Reference Object                     Distance      Geod. Az  |
 KV6982|                                                           dddmmss.s |
 KV6982| KV6981 ASBURY 1                            APPROX. 0.8 KM 1765746.9 |
 KV6982|---------------------------------------------------------------------|
 KV6982
 KV6982                          SUPERSEDED SURVEY CONTROL
 KV6982
 KV6982  ELLIP H (05/14/99)    4.79   (m)                       GP(       ) 4 1
 KV6982  NAD 83(1992)-  40 15 20.23304(N)    074 04 55.37414(W) AD(       ) 1
 KV6982  ELLIP H (04/25/94)    4.77   (m)                       GP(       ) 3 1
 KV6982  NAD 83(1986)-  40 15 20.23407(N)    074 04 55.37563(W) AD(       ) 1
 KV6982
 KV6982.Superseded values are not recommended for survey control.
 KV6982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6982.See file dsdata.txt to determine how the superseded data were derived.
 KV6982
 KV6982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7806456533(NAD 83)
 KV6982_MARKER: DD = SURVEY DISK
 KV6982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6982_SP_SET: CONCRETE POST
 KV6982_STAMPING: ASBURY 2 1991
 KV6982_MARK LOGO: NJHA  
 KV6982_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6982+STABILITY: SURFACE MOTION
 KV6982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6982+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1993
 KV6982
 KV6982  HISTORY     - Date     Condition        Report By
 KV6982  HISTORY     - 1991     MONUMENTED       NJHA
 KV6982  HISTORY     - 19930718 GOOD             NJGS
 KV6982  HISTORY     - 19931122 GOOD             NJGS
 KV6982
 KV6982                          STATION DESCRIPTION
 KV6982
 KV6982'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV6982'THE STATION IS LOCATED IN THE BOROUGH OF TINTON FALLS ON THE WEST SIDE
 KV6982'OF THE GARDEN STATE PARKWAY AT ABOUT MILEPOINT 104.31 OF THE
 KV6982'SOUTHBOUND LOCAL LANES.  THE STATION IS SET FLUSH WITH THE GROUND IN
 KV6982'A WIDE GRASS AREA ABOUT 0.3 MI (0.5 KM) NORTH OF THE ABURY PARK TOLL
 KV6982'PLAZA. TO REACH THE STATION FROM THE INTERSECTION OF THE GARDEN STATE
 KV6982'PARKWAY AND NEWMAN SPRINGS ROAD, COUNTY ROAD 520, AT INTERCHANGE 109,
 KV6982'GO SOUTH ON THE GARDEN STATE PARKWAY FOR 5.7 MI (9.2 KM) TO THE
 KV6982'STATION ON THE RIGHT.  THE STATION IS 65.2 FT (19.9 M) WEST NORTHWEST
 KV6982'FROM AND NORMAL TO THE SOLID WITHIE LINE AT THE WEST EDGE OF THE
 KV6982'SOUTHBOUND LANES, 72.4 FT (22.1 M) NORTHWEST FROM MILE POST MARKER
 KV6982'104.3, 90.8 FT (27.7 M) EAST NORTHEAST FROM THE MOST SOUTHERLY WOOD
 KV6982'FENCE POST ON OR NEAR THE WESTERLY RIGHT OF WAY LINE AND 131.2 FT
 KV6982'(40.0 M) NORTH NORTHWEST FROM A 1.0 FT (0.3 M) DIAMETER PINE TREE
 KV6982'WITH NAIL AND COIN FASTENED.
 KV6982'THE STATION IS LOCATED IN THE BOROUGH OF TINTON FALLS ON THE WEST SIDE
 KV6982'OF THE GARDEN STATE PARKWAY SOUTH BOUND LOCAL ROADWAY LANES AT ABOUT
 KV6982'MILEPOINT 104.31, IN A WIDE GRASS AREA ABOUT 0.3 MI (0.5 KM) NORTH OF
 KV6982'THE ASBURY PARK TOLL GATES.  TO REACH THE STATION, ENTER THE GARDEN
 KV6982'STATE PARKWAY FROM NEWMAN SPRINGS ROAD AT INTERCHANGE 109, GO SOUTH
 KV6982'5.7 MI (9.2 KM) TO THE STATION ON THE RIGHT, FLUSH WITH THE GROUND.
 KV6982'THE STATION IS 65.2 FT (19.9 M) WEST NORTHWEST FROM, AND NORMAL TO,
 KV6982'THE SOLID WHITE LINE AT THE WEST EDGE OF THE SOUTHBOUND LANES, 72.4
 KV6982'FT (22.1 M) NORTWEST FROM MILE MARKER 104.3, 90.8 FT (27.7 M) EAST
 KV6982'NORTHEAST FROM THE SOUTHERLY MOST WOOD FENCE POST ON OR NEAR THE
 KV6982'WESTERLY RIGHT-OF-WAY LINE AND 131.2 FT (40.0 M) NORTH NORTHWEST FROM
 KV6982'A 1.0 FT (0.3 M) DIAMETER PINE TREE WITH NAIL AND COIN FASTENED.
 KV6982
 KV6982                          STATION RECOVERY (1993)
 KV6982
 KV6982'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (JDJ)
 KV6982'THE STATION IS LOCATED IN THE BOROUGH OF TINTON FALLS ON THE WEST SIDE
 KV6982'OF THE GARDEN STATE PARKWAY AT ABOUT MILEPOINT 104.31 OF THE
 KV6982'SOUTHBOUND LOCAL LANES.  THE STATION IS SET FLUSH WITH THE GROUND IN A
 KV6982'WIDE GRASS AREA ABOUT 0.3 MI (0.5 KM) NORTH OF THE ABURY PARK TOLL
 KV6982'PLAZA. TO REACH THE STATION FROM THE INTERSECTION OF THE GARDEN STATE
 KV6982'PARKWAY AND NEWMAN SPRINGS ROAD, COUNTY ROAD 520, AT INTERCHANGE 109,
 KV6982'GO SOUTH ON THE GARDEN STATE PARKWAY FOR 5.7 MI (9.2 KM) TO THE
 KV6982'STATION ON THE RIGHT.  THE STATION IS 65.2 FT (19.9 M) WEST NORTHWEST
 KV6982'FROM AND NORMAL TO THE SOLID WITHIE LINE AT THE WEST EDGE OF THE
 KV6982'SOUTHBOUND LANES, 72.4 FT (22.1 M) NORTHWEST FROM MILE POST MARKER
 KV6982'104.3, 90.8 FT (27.7 M) EAST NORTHEAST FROM THE MOST SOUTHERLY WOOD
 KV6982'FENCE POST ON OR NEAR THE WESTERLY RIGHT OF WAY LINE AND 131.2 FT
 KV6982'(40.0 M) NORTH NORTHWEST FROM A 1.0 FT (0.3 M) DIAMETER PINE TREE WITH
 KV6982'NAIL AND COIN FASTENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2749 ***********************************************************************
 KU2749  DESIGNATION -  ASBURY PARK BERKLEY HOTEL FP
 KU2749  PID         -  KU2749
 KU2749  STATE/COUNTY-  NJ/MONMOUTH
 KU2749  USGS QUAD   -  
 KU2749
 KU2749                         *CURRENT SURVEY CONTROL
 KU2749  ___________________________________________________________________
 KU2749* NAD 83(1996)-  40 13 30.74567(N)    073 59 58.16496(W)     ADJUSTED  
 KU2749* NAVD 88     -                                                        
 KU2749  ___________________________________________________________________
 KU2749  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 KU2749  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KU2749
 KU2749  HORZ ORDER  -  THIRD
 KU2749
 KU2749.The horizontal coordinates were established by classical geodetic methods
 KU2749.and adjusted by the National Geodetic Survey in September 1999..
 KU2749
 KU2749
 KU2749.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2749
 KU2749.The geoid height was determined by GEOID03.
 KU2749
 KU2749;                    North         East     Units Scale Factor Converg.
 KU2749;SPC NJ       -   154,638.336   192,595.546   MT  0.99992233   +0 19 23.6
 KU2749;SPC NJ       -   507,342.61    631,873.89   sFT  0.99992233   +0 19 23.6
 KU2749;UTM  18      - 4,453,233.484   585,122.711   MT  0.99968920   +0 38 46.2
 KU2749
 KU2749                          SUPERSEDED SURVEY CONTROL
 KU2749
 KU2749  NAD 83(1986)-  40 13 30.74471(N)    073 59 58.16050(W) AD(       ) 4
 KU2749  NAD 27      -  40 13 30.34000(N)    073 59 59.66300(W) AD(       ) 3
 KU2749
 KU2749.Superseded values are not recommended for survey control.
 KU2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2749.See file dsdata.txt to determine how the superseded data were derived.
 KU2749
 KU2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8512353233(NAD 83)
 KU2749_MARKER: 83 = FLAGSTAFF
 KU2749
 KU2749  HISTORY     - Date     Condition        Report By
 KU2749  HISTORY     - 1934     FIRST OBSERVED   CGS
 KU2749  HISTORY     - 1962     GOOD             CGS
 KU2749  HISTORY     - 19920704 MARK NOT FOUND   USPSQD
 KU2749
 KU2749                          STATION DESCRIPTION
 KU2749
 KU2749'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KU2749'INTERSECTION STATION--
 KU2749'
 KU2749'STATION IS THE CENTER OF THE FLAGSTAFF OF THE BERKLEY HOTEL
 KU2749'ON OCEAN AVENUE IN ASBURY PARK.  THE HOTEL IS A LARGE RED BRICK
 KU2749'BUILDING AND QUITE PROMINENT.
 KU2749'
 KU2749'NO MARKS ESTABLISHED.
 KU2749
 KU2749                          STATION RECOVERY (1962)
 KU2749
 KU2749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2749'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KU2749
 KU2749                          STATION RECOVERY (1992)
 KU2749
 KU2749'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5136 ***********************************************************************
 KV5136  DESIGNATION -  ASBURY PARK CLOCKTOWER
 KV5136  PID         -  KV5136
 KV5136  STATE/COUNTY-  NJ/MONMOUTH
 KV5136  USGS QUAD   -  ASBURY PARK (1989)
 KV5136
 KV5136                         *CURRENT SURVEY CONTROL
 KV5136  ___________________________________________________________________
 KV5136* NAD 83(1996)-  40 12 59.45414(N)    074 00 35.06082(W)     ADJUSTED  
 KV5136* NAVD 88     -                                                        
 KV5136  ___________________________________________________________________
 KV5136  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 KV5136  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV5136
 KV5136  HORZ ORDER  -  THIRD
 KV5136
 KV5136.The horizontal coordinates were established by classical geodetic methods
 KV5136.and adjusted by the National Geodetic Survey in September 1999..
 KV5136
 KV5136
 KV5136.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5136
 KV5136.The geoid height was determined by GEOID03.
 KV5136
 KV5136;                    North         East     Units Scale Factor Converg.
 KV5136;SPC NJ       -   153,668.396   191,728.654   MT  0.99992143   +0 18 59.6
 KV5136;SPC NJ       -   504,160.40    629,029.76   sFT  0.99992143   +0 18 59.6
 KV5136;UTM  18      - 4,452,258.902   584,261.500   MT  0.99968740   +0 38 21.9
 KV5136
 KV5136                          SUPERSEDED SURVEY CONTROL
 KV5136
 KV5136  NAD 83(1986)-  40 12 59.45321(N)    074 00 35.05550(W) AD(       ) 4
 KV5136  NAD 27      -  40 12 59.04500(N)    074 00 36.55800(W) AD(       ) 3
 KV5136
 KV5136.Superseded values are not recommended for survey control.
 KV5136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5136.See file dsdata.txt to determine how the superseded data were derived.
 KV5136
 KV5136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8426152259(NAD 83)
 KV5136_MARKER: 95 = ROOFTOP BLOCKHOUSE
 KV5136
 KV5136  HISTORY     - Date     Condition        Report By
 KV5136  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5136  HISTORY     - 1962     GOOD             CGS
 KV5136  HISTORY     - 1984     GOOD             USPSQD
 KV5136  HISTORY     - 1988     GOOD             NOSAMC
 KV5136  HISTORY     - 1989     POOR             USPSQD
 KV5136  HISTORY     - 19920704 MARK NOT FOUND   USPSQD
 KV5136
 KV5136                          STATION DESCRIPTION
 KV5136
 KV5136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5136'STATION IS THE APEX OF THE RED ROOF OF THE YELLOW TOWER ON THE
 KV5136'STEINBACH COMPANY BUILDING IN ASBURY PARK.  THIS TOWER AT ITS TOP
 KV5136'HAS A LARGE CLOCK ON EACH SIDE AND IS KNOWN LOCALLY AS THE CLOCK
 KV5136'TOWER.
 KV5136
 KV5136                          STATION RECOVERY (1962)
 KV5136
 KV5136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5136'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV5136
 KV5136                          STATION RECOVERY (1984)
 KV5136
 KV5136'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5136'STATION FOUND GOOD.
 KV5136'
 KV5136'RECOVERED AS DESCRIBED, BUT STEINBACH BUILDING IS NOW VACANT AND IN
 KV5136'DISREPAIR.  THIS BUILDING COULD POSSIBLY (IN MY OPINION) BE RAZED
 KV5136'IN THE FUTURE.
 KV5136
 KV5136                          STATION RECOVERY (1988)
 KV5136
 KV5136'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KV5136'ALTHOUGH THE CLOCK HAS BEEN REMOVED, THE CLOCK TOWER WAS RECOVERED IN
 KV5136'APPARENT GOOD CONDITION.
 KV5136
 KV5136                          STATION RECOVERY (1989)
 KV5136
 KV5136'RECOVERY NOTE BY US POWER SQUADRON 1989 (MJH)
 KV5136'MARK RECOVERED IN POOR CONDITION.
 KV5136
 KV5136                          STATION RECOVERY (1992)
 KV5136
 KV5136'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5130 ***********************************************************************
 KV5130  DESIGNATION -  ASBURY PARK FIRE DEP STANDPIPE
 KV5130  PID         -  KV5130
 KV5130  STATE/COUNTY-  NJ/MONMOUTH
 KV5130  USGS QUAD   -  ASBURY PARK (1989)
 KV5130
 KV5130                         *CURRENT SURVEY CONTROL
 KV5130  ___________________________________________________________________
 KV5130* NAD 83(1996)-  40 13 20.76979(N)    074 00 42.16609(W)     ADJUSTED  
 KV5130* NAVD 88     -                                                        
 KV5130  ___________________________________________________________________
 KV5130  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 KV5130  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV5130
 KV5130  HORZ ORDER  -  THIRD
 KV5130
 KV5130.The horizontal coordinates were established by classical geodetic methods
 KV5130.and adjusted by the National Geodetic Survey in September 1999..
 KV5130
 KV5130
 KV5130.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5130
 KV5130.The geoid height was determined by GEOID03.
 KV5130
 KV5130;                    North         East     Units Scale Factor Converg.
 KV5130;SPC NJ       -   154,324.871   191,557.045   MT  0.99992125   +0 18 55.1
 KV5130;SPC NJ       -   506,314.18    628,466.74   sFT  0.99992125   +0 18 55.1
 KV5130;UTM  18      - 4,452,914.246   584,086.235   MT  0.99968704   +0 38 17.6
 KV5130
 KV5130                          SUPERSEDED SURVEY CONTROL
 KV5130
 KV5130  NAD 83(1986)-  40 13 20.76881(N)    074 00 42.16120(W) AD(       ) 4
 KV5130  NAD 27      -  40 13 20.36600(N)    074 00 43.66500(W) AD(       ) 3
 KV5130
 KV5130.Superseded values are not recommended for survey control.
 KV5130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5130.See file dsdata.txt to determine how the superseded data were derived.
 KV5130
 KV5130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8408652914(NAD 83)
 KV5130_MARKER: 52 = STANDPIPE TANK
 KV5130
 KV5130  HISTORY     - Date     Condition        Report By
 KV5130  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5130  HISTORY     - 1962     GOOD             CGS
 KV5130  HISTORY     - 1967     GOOD             CGS
 KV5130  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV5130
 KV5130                          STATION DESCRIPTION
 KV5130
 KV5130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5130'THE STATION IS THE TOP CENTER OF THE ALUMINUM COLORED STANDPIPE
 KV5130'OF THE ASBURY PARK FIRE DEPARTMENT.  THIS TANK IS USED
 KV5130'EXCLUSIVELY FOR PRESSURE IN THE FIRE MAINS ONLY, AND IS LOCATED
 KV5130'AT THE CORNER OF SECOND AVENUE AND MAIN STREET IN ASBURY PARK.
 KV5130
 KV5130                          STATION RECOVERY (1962)
 KV5130
 KV5130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5130'RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT THAT IT IS
 KV5130'NOW PAINTED GRAY.
 KV5130
 KV5130                          STATION RECOVERY (1967)
 KV5130
 KV5130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GMW)
 KV5130'RECOVERED IN FAIR CONDITION AS DESCRIBED WITH THE ADDITION AS
 KV5130'NOTED IN THE RECOVERY DESCRIPTION OF C. A. S. 1962.
 KV5130'
 KV5130'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5130'DOWNTOWN ASBURY PARK.
 KV5130
 KV5130                          STATION RECOVERY (1984)
 KV5130
 KV5130'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5130'STATION FOUND LOST.
 KV5130'
 KV5130'STAND PIPE TORN DOWN SEVERAL YEARS AGO.
 KV5130'NOT REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5131 ***********************************************************************
 KV5131  DESIGNATION -  ASBURY PARK FIRST ME CH SPIRE
 KV5131  PID         -  KV5131
 KV5131  STATE/COUNTY-  NJ/MONMOUTH
 KV5131  USGS QUAD   -  ASBURY PARK (1989)
 KV5131
 KV5131                         *CURRENT SURVEY CONTROL
 KV5131  ___________________________________________________________________
 KV5131* NAD 83(1996)-  40 13 14.75727(N)    074 00 23.41133(W)     ADJUSTED  
 KV5131* NAVD 88     -                                                        
 KV5131  ___________________________________________________________________
 KV5131  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 KV5131  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV5131
 KV5131  HORZ ORDER  -  THIRD
 KV5131
 KV5131.The horizontal coordinates were established by classical geodetic methods
 KV5131.and adjusted by the National Geodetic Survey in September 1999..
 KV5131
 KV5131
 KV5131.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5131
 KV5131.The geoid height was determined by GEOID03.
 KV5131
 KV5131;                    North         East     Units Scale Factor Converg.
 KV5131;SPC NJ       -   154,141.890   192,001.460   MT  0.99992171   +0 19 07.2
 KV5131;SPC NJ       -   505,713.85    629,924.79   sFT  0.99992171   +0 19 07.2
 KV5131;UTM  18      - 4,452,733.815   584,531.570   MT  0.99968796   +0 38 29.7
 KV5131
 KV5131                          SUPERSEDED SURVEY CONTROL
 KV5131
 KV5131  NAD 83(1986)-  40 13 14.75658(N)    074 00 23.40648(W) AD(       ) 4
 KV5131  NAD 27      -  40 13 14.35000(N)    074 00 24.92000(W) AD(       ) 3
 KV5131
 KV5131.Superseded values are not recommended for survey control.
 KV5131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5131.See file dsdata.txt to determine how the superseded data were derived.
 KV5131
 KV5131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8453252734(NAD 83)
 KV5131_MARKER: 90 = CHURCH SPIRE
 KV5131
 KV5131  HISTORY     - Date     Condition        Report By
 KV5131  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5131  HISTORY     - 1962     GOOD             CGS
 KV5131  HISTORY     - 1984     GOOD             USPSQD
 KV5131  HISTORY     - 19920704 GOOD             USPSQD
 KV5131
 KV5131                          STATION DESCRIPTION
 KV5131
 KV5131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5131'STATION IS THE CENTER OF THE LARGE FINIAL ON THE TOP OF THE RED
 KV5131'ROOFED DOME OF THE FIRST METHODIST EPISCOPAL CHURCH IN ASBURY PARK.
 KV5131
 KV5131                          STATION RECOVERY (1962)
 KV5131
 KV5131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5131'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV5131
 KV5131                          STATION RECOVERY (1984)
 KV5131
 KV5131'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5131'STATION FOUND GOOD.
 KV5131'
 KV5131'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV5131'
 KV5131'LOCATED AT CORNER OF FIRST AVE AND GRAND AVE.
 KV5131
 KV5131                          STATION RECOVERY (1992)
 KV5131
 KV5131'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5128 ***********************************************************************
 KV5128  DESIGNATION -  ASBURY PARK HIGH SCHOOL STACK
 KV5128  PID         -  KV5128
 KV5128  STATE/COUNTY-  NJ/MONMOUTH
 KV5128  USGS QUAD   -  ASBURY PARK (1989)
 KV5128
 KV5128                         *CURRENT SURVEY CONTROL
 KV5128  ___________________________________________________________________
 KV5128* NAD 83(1996)-  40 13 43.14698(N)    074 00 48.26302(W)     ADJUSTED  
 KV5128* NAVD 88     -                                                        
 KV5128  ___________________________________________________________________
 KV5128  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 KV5128  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KV5128
 KV5128  HORZ ORDER  -  THIRD
 KV5128
 KV5128.The horizontal coordinates were established by classical geodetic methods
 KV5128.and adjusted by the National Geodetic Survey in September 1999..
 KV5128
 KV5128
 KV5128.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5128
 KV5128.The geoid height was determined by GEOID03.
 KV5128
 KV5128;                    North         East     Units Scale Factor Converg.
 KV5128;SPC NJ       -   155,014.220   191,409.121   MT  0.99992110   +0 18 51.4
 KV5128;SPC NJ       -   508,575.82    627,981.42   sFT  0.99992110   +0 18 51.4
 KV5128;UTM  18      - 4,453,602.589   583,934.464   MT  0.99968672   +0 38 14.0
 KV5128
 KV5128                          SUPERSEDED SURVEY CONTROL
 KV5128
 KV5128  NAD 83(1986)-  40 13 43.14605(N)    074 00 48.25834(W) AD(       ) 4
 KV5128  NAD 27      -  40 13 42.74300(N)    074 00 49.76300(W) AD(       ) 3
 KV5128
 KV5128.Superseded values are not recommended for survey control.
 KV5128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5128.See file dsdata.txt to determine how the superseded data were derived.
 KV5128
 KV5128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8393453603(NAD 83)
 KV5128_MARKER: 63 = STACK
 KV5128
 KV5128  HISTORY     - Date     Condition        Report By
 KV5128  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5128  HISTORY     - 1962     GOOD             CGS
 KV5128  HISTORY     - 1984     SEE DESCRIPTION  USPSQD
 KV5128  HISTORY     - 19920704 GOOD             USPSQD
 KV5128
 KV5128                          STATION DESCRIPTION
 KV5128
 KV5128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5128'STATION IS CENTER OF THE TOP OF THE ROUND RED BRICK 80 FOOT
 KV5128'STACK AT THE ASBURY PARK HIGH SCHOOL.
 KV5128'
 KV5128'LOCATED ON S SHORE OF DEAL LAKE ON SUNSET DRIVE IN ASBURY PARK.
 KV5128
 KV5128                          STATION RECOVERY (1962)
 KV5128
 KV5128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5128'RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT THAT IT IS
 KV5128'NOW PAINTED YELLOW.
 KV5128
 KV5128                          STATION RECOVERY (1984)
 KV5128
 KV5128'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5128'STATION FOUND GOOD.
 KV5128'
 KV5128'STACK IS NO LONGER PAINTED YELLOW.  THE BRICK IS A NATURAL YELLOWISH
 KV5128'BROWN WITH BLACK BANDS PAINTED AT ABOUT 4 FEET INTERVALS.  THIS MAY
 KV5128'BE A NEW STACK SINCE THE ORIGINAL DESCRIPTION DESCRIBED IT AS RED
 KV5128'BRICK.
 KV5128
 KV5128                          STATION RECOVERY (1992)
 KV5128
 KV5128'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5045 ***********************************************************************
 KV5045  DESIGNATION -  ASBURY PARK INCINERATOR TANK
 KV5045  PID         -  KV5045
 KV5045  STATE/COUNTY-  NJ/MONMOUTH
 KV5045  USGS QUAD   -  LONG BRANCH (1981)
 KV5045
 KV5045                         *CURRENT SURVEY CONTROL
 KV5045  ___________________________________________________________________
 KV5045* NAD 83(1996)-  40 15 06.16807(N)    074 06 18.34226(W)     ADJUSTED  
 KV5045* NAVD 88     -                                                        
 KV5045  ___________________________________________________________________
 KV5045  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 KV5045  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KV5045
 KV5045  HORZ ORDER  -  THIRD
 KV5045
 KV5045.The horizontal coordinates were established by classical geodetic methods
 KV5045.and adjusted by the National Geodetic Survey in September 1999..
 KV5045
 KV5045
 KV5045.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5045
 KV5045.The geoid height was determined by GEOID03.
 KV5045
 KV5045;                    North         East     Units Scale Factor Converg.
 KV5045;SPC NJ       -   157,535.930   183,594.990   MT  0.99991389   +0 15 18.6
 KV5045;SPC NJ       -   516,849.13    602,344.56   sFT  0.99991389   +0 15 18.6
 KV5045;UTM  18      - 4,456,079.613   576,108.107   MT  0.99967130   +0 34 41.8
 KV5045
 KV5045                          SUPERSEDED SURVEY CONTROL
 KV5045
 KV5045  NAD 83(1986)-  40 15 06.16636(N)    074 06 18.33839(W) AD(       ) 4
 KV5045  NAD 27      -  40 15 05.75600(N)    074 06 19.82600(W) AD(       ) 3
 KV5045
 KV5045.Superseded values are not recommended for survey control.
 KV5045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5045.See file dsdata.txt to determine how the superseded data were derived.
 KV5045
 KV5045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7610856080(NAD 83)
 KV5045_MARKER: 51 = TANK
 KV5045
 KV5045  HISTORY     - Date     Condition        Report By
 KV5045  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5045  HISTORY     - 19950811 MARK NOT FOUND   USPSQD
 KV5045
 KV5045                          STATION DESCRIPTION
 KV5045
 KV5045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5045'STATION IS THE CENTER OF THE BALL APEX ON THE BLACK WATER TANK
 KV5045'AT THE ASBURY PARK INCINERATOR IN NEPTUNE.
 KV5045'
 KV5045'LOCATED APPROXIMATELY 0.5 MILE W OF WAYSIDE ROAD, 1.0 MILE N
 KV5045'OF ITS INTERSECTION WITH ASBURY AVENUE IN DENSE WOODS.
 KV5045
 KV5045                          STATION RECOVERY (1995)
 KV5045
 KV5045'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5046 ***********************************************************************
 KV5046  DESIGNATION -  ASBURY PARK INCINERATOR STACK
 KV5046  PID         -  KV5046
 KV5046  STATE/COUNTY-  NJ/MONMOUTH
 KV5046  USGS QUAD   -  LONG BRANCH (1981)
 KV5046
 KV5046                         *CURRENT SURVEY CONTROL
 KV5046  ___________________________________________________________________
 KV5046* NAD 83(1996)-  40 15 05.84469(N)    074 06 19.25089(W)     ADJUSTED  
 KV5046* NAVD 88     -                                                        
 KV5046  ___________________________________________________________________
 KV5046  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 KV5046  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KV5046
 KV5046  HORZ ORDER  -  THIRD
 KV5046
 KV5046.The horizontal coordinates were established by classical geodetic methods
 KV5046.and adjusted by the National Geodetic Survey in September 1999..
 KV5046
 KV5046
 KV5046.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5046
 KV5046.The geoid height was determined by GEOID03.
 KV5046
 KV5046;                    North         East     Units Scale Factor Converg.
 KV5046;SPC NJ       -   157,525.861   183,573.563   MT  0.99991387   +0 15 18.0
 KV5046;SPC NJ       -   516,816.10    602,274.26   sFT  0.99991387   +0 15 18.0
 KV5046;UTM  18      - 4,456,069.426   576,086.742   MT  0.99967126   +0 34 41.2
 KV5046
 KV5046                          SUPERSEDED SURVEY CONTROL
 KV5046
 KV5046  NAD 83(1986)-  40 15 05.84373(N)    074 06 19.24688(W) AD(       ) 4
 KV5046  NAD 27      -  40 15 05.42800(N)    074 06 20.72800(W) AD(       ) 3
 KV5046
 KV5046.Superseded values are not recommended for survey control.
 KV5046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5046.See file dsdata.txt to determine how the superseded data were derived.
 KV5046
 KV5046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7608756069(NAD 83)
 KV5046_MARKER: 63 = STACK
 KV5046
 KV5046  HISTORY     - Date     Condition        Report By
 KV5046  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5046  HISTORY     - 19950811 MARK NOT FOUND   USPSQD
 KV5046
 KV5046                          STATION DESCRIPTION
 KV5046
 KV5046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5046'STATION IS THE CENTER OF THE TOP OF THE ROUND RED BRICK STACK
 KV5046'(100 FEET HIGH) AT THE ASBURY PARK INCINERATOR IN NEPTUNE.
 KV5046'
 KV5046'LOCATED APPROXIMATELY 0.5 MILE W OF WAYSIDE ROAD, 1.0 MILE N
 KV5046'OF ITS INTERSECTION WITH ASBURY AVENUE IN DENSE WOODS.
 KV5046
 KV5046                          STATION RECOVERY (1995)
 KV5046
 KV5046'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5165 ***********************************************************************
 KV5165  DESIGNATION -  ASBURY PARK MUNICIPAL TANK
 KV5165  PID         -  KV5165
 KV5165  STATE/COUNTY-  NJ/MONMOUTH
 KV5165  USGS QUAD   -  ASBURY PARK (1989)
 KV5165
 KV5165                         *CURRENT SURVEY CONTROL
 KV5165  ___________________________________________________________________
 KV5165* NAD 83(1996)-  40 12 33.22610(N)    074 00 59.54707(W)     ADJUSTED  
 KV5165* NAVD 88     -                                                        
 KV5165  ___________________________________________________________________
 KV5165  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 KV5165  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV5165
 KV5165  HORZ ORDER  -  THIRD
 KV5165
 KV5165.The horizontal coordinates were established by classical geodetic methods
 KV5165.and adjusted by the National Geodetic Survey in September 1999..
 KV5165
 KV5165
 KV5165.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5165
 KV5165.The geoid height was determined by GEOID03.
 KV5165
 KV5165;                    North         East     Units Scale Factor Converg.
 KV5165;SPC NJ       -   152,856.316   191,154.127   MT  0.99992084   +0 18 43.6
 KV5165;SPC NJ       -   501,496.10    627,144.83   sFT  0.99992084   +0 18 43.6
 KV5165;UTM  18      - 4,451,443.788   583,691.691   MT  0.99968622   +0 38 05.8
 KV5165
 KV5165                          SUPERSEDED SURVEY CONTROL
 KV5165
 KV5165  NAD 83(1986)-  40 12 33.22466(N)    074 00 59.54152(W) AD(       ) 4
 KV5165  NAD 27      -  40 12 32.82000(N)    074 01 01.04000(W) AD(       ) 3
 KV5165
 KV5165.Superseded values are not recommended for survey control.
 KV5165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5165.See file dsdata.txt to determine how the superseded data were derived.
 KV5165
 KV5165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8369251444(NAD 83)
 KV5165_MARKER: 51 = TANK
 KV5165
 KV5165  HISTORY     - Date     Condition        Report By
 KV5165  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5165  HISTORY     - 1962     GOOD             CGS
 KV5165  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV5165
 KV5165                          STATION DESCRIPTION
 KV5165
 KV5165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5165'STATION IS THE CENTER OF THE BALL APEX OF THE ALUMINUM COLORED
 KV5165'WATER TANK AT THE ASBURY PARK MUNICIPAL POWER PLANT LOCATED
 KV5165'BETWEEN MAIN STREET AND PENN RAILROAD IN OCEAN GROVE.
 KV5165
 KV5165                          STATION RECOVERY (1962)
 KV5165
 KV5165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5165'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV5165
 KV5165                          STATION RECOVERY (1984)
 KV5165
 KV5165'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5165'STATION FOUND LOST.
 KV5165'NO LONGER EXISTS AT LOCATION DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2750 ***********************************************************************
 KU2750  DESIGNATION -  ASBURY PARK PARAMOUNT FLAGPOLE
 KU2750  PID         -  KU2750
 KU2750  STATE/COUNTY-  NJ/MONMOUTH
 KU2750  USGS QUAD   -  
 KU2750
 KU2750                         *CURRENT SURVEY CONTROL
 KU2750  ___________________________________________________________________
 KU2750* NAD 83(1996)-  40 13 25.87488(N)    073 59 55.45555(W)     ADJUSTED  
 KU2750* NAVD 88     -                                                        
 KU2750  ___________________________________________________________________
 KU2750  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 KU2750  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KU2750
 KU2750  HORZ ORDER  -  THIRD
 KU2750
 KU2750.The horizontal coordinates were established by classical geodetic methods
 KU2750.and adjusted by the National Geodetic Survey in September 1999..
 KU2750
 KU2750
 KU2750.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2750
 KU2750.The geoid height was determined by GEOID03.
 KU2750
 KU2750;                    North         East     Units Scale Factor Converg.
 KU2750;SPC NJ       -   154,488.476   192,660.446   MT  0.99992240   +0 19 25.3
 KU2750;SPC NJ       -   506,850.94    632,086.81   sFT  0.99992240   +0 19 25.3
 KU2750;UTM  18      - 4,453,084.028   585,188.439   MT  0.99968933   +0 38 47.9
 KU2750
 KU2750                          SUPERSEDED SURVEY CONTROL
 KU2750
 KU2750  NAD 83(1986)-  40 13 25.87409(N)    073 59 55.45124(W) AD(       ) 4
 KU2750  NAD 27      -  40 13 25.46900(N)    073 59 56.95400(W) AD(       ) 3
 KU2750
 KU2750.Superseded values are not recommended for survey control.
 KU2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2750.See file dsdata.txt to determine how the superseded data were derived.
 KU2750
 KU2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8518853084(NAD 83)
 KU2750_MARKER: 83 = FLAGSTAFF
 KU2750
 KU2750  HISTORY     - Date     Condition        Report By
 KU2750  HISTORY     - 1934     FIRST OBSERVED   CGS
 KU2750  HISTORY     - 1962     GOOD             CGS
 KU2750  HISTORY     - 19920704 MARK NOT FOUND   USPSQD
 KU2750
 KU2750                          STATION DESCRIPTION
 KU2750
 KU2750'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KU2750'INTERSECTION STATION--
 KU2750'
 KU2750'STATION IS THE CENTER OF THE FLAGSTAFF OVER THE PARAMONT
 KU2750'THEATER AMUSEMENT BUILDING ON E SIDE OF OCEAN AVENUE IN ASBURY PARK.
 KU2750'
 KU2750'NO MARKS ESTABLISHED.
 KU2750
 KU2750                          STATION RECOVERY (1962)
 KU2750
 KU2750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2750'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KU2750
 KU2750                          STATION RECOVERY (1992)
 KU2750
 KU2750'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5134 ***********************************************************************
 KV5134  DESIGNATION -  ASBURY PARK POWER PLANT STACK
 KV5134  PID         -  KV5134
 KV5134  STATE/COUNTY-  NJ/MONMOUTH
 KV5134  USGS QUAD   -  ASBURY PARK (1989)
 KV5134
 KV5134                         *CURRENT SURVEY CONTROL
 KV5134  ___________________________________________________________________
 KV5134* NAD 83(1996)-  40 13 02.01224(N)    074 00 04.37165(W)     ADJUSTED  
 KV5134* NAVD 88     -                                                        
 KV5134  ___________________________________________________________________
 KV5134  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 KV5134  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV5134
 KV5134  HORZ ORDER  -  THIRD
 KV5134
 KV5134.The horizontal coordinates were established by classical geodetic methods
 KV5134.and adjusted by the National Geodetic Survey in September 1999..
 KV5134
 KV5134
 KV5134.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5134
 KV5134.The geoid height was determined by GEOID03.
 KV5134
 KV5134;                    North         East     Units Scale Factor Converg.
 KV5134;SPC NJ       -   153,751.335   192,453.801   MT  0.99992218   +0 19 19.4
 KV5134;SPC NJ       -   504,432.50    631,408.85   sFT  0.99992218   +0 19 19.4
 KV5134;UTM  18      - 4,452,345.906   584,985.998   MT  0.99968891   +0 38 41.8
 KV5134
 KV5134                          SUPERSEDED SURVEY CONTROL
 KV5134
 KV5134  NAD 83(1986)-  40 13 02.01156(N)    074 00 04.36579(W) AD(       ) 4
 KV5134  NAD 27      -  40 13 01.60600(N)    074 00 05.86600(W) AD(       ) 3
 KV5134
 KV5134.Superseded values are not recommended for survey control.
 KV5134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5134.See file dsdata.txt to determine how the superseded data were derived.
 KV5134
 KV5134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8498652346(NAD 83)
 KV5134_MARKER: 63 = STACK
 KV5134
 KV5134  HISTORY     - Date     Condition        Report By
 KV5134  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5134  HISTORY     - 1962     GOOD             CGS
 KV5134  HISTORY     - 1984     GOOD             USPSQD
 KV5134  HISTORY     - 1988     GOOD             NOSAMC
 KV5134  HISTORY     - 19920728 GOOD             USPSQD
 KV5134
 KV5134                          STATION DESCRIPTION
 KV5134
 KV5134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5134'STATION IS THE CENTER OF THE TOP OF THE BALL DRAFT VANE ON THE
 KV5134'CONCRETE STACK OF THE ASBURY PARK POWER PLANT.  THIS STACK IS A
 KV5134'FOUR SIDED ELABORATELY DESIGNED MODERNISTIC AFFAIR AND MAKES A
 KV5134'VERY STRIKING APPEARANCE.
 KV5134'
 KV5134'LOCATED ON THE BOARDWALK ON THE N BANK OF THE SMALL LAKE
 KV5134'WHICH SEPARATES ASBURY PARK FROM OCEAN GROVE.
 KV5134
 KV5134                          STATION RECOVERY (1962)
 KV5134
 KV5134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5134'RECOVERED IN GOOD CONDITION AS DESCRIBED, ON THE NORTH SHORE OF
 KV5134'LAKE WESTLY.
 KV5134
 KV5134                          STATION RECOVERY (1984)
 KV5134
 KV5134'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5134'STATION FOUND GOOD (STACK).
 KV5134'
 KV5134'BUILDING HAS NOT BEEN USED FOR MANY YEARS.  HAS MANY LEAKS AND BROKEN
 KV5134'WINDOWS.  FUTURE UNCERTAIN IT IS NO LONGER A POWER PLANT.  IT IS
 KV5134'LOCATED A FEW FEET SOUTH OF A BUILDING KNOWN AS THE CASINO.  A
 KV5134'SMALL BEACH ON THE ATLANTIC OCEAN IS EAST OF THE BUILDING.
 KV5134
 KV5134                          STATION RECOVERY (1988)
 KV5134
 KV5134'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KV5134'THE STATION WAS RECOVERED AT THIS DATE. THE CITY MANAGER REPORTED THAT
 KV5134'THE STACK AND PLANT ARE TO BE RAZED UNDER APPROVED REDEVELOPMENT PLANS
 KV5134'BUT IT IS UNCERTAIN AS TO WHEN THE PROJECT WILL BE UNDERTAKEN.
 KV5134
 KV5134                          STATION RECOVERY (1992)
 KV5134
 KV5134'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5206 ***********************************************************************
 AI5206  DESIGNATION -  ASBURY PK ASBURY TWR AIR LIGHT
 AI5206  PID         -  AI5206
 AI5206  STATE/COUNTY-  NJ/MONMOUTH
 AI5206  USGS QUAD   -  
 AI5206
 AI5206                         *CURRENT SURVEY CONTROL
 AI5206  ___________________________________________________________________
 AI5206* NAD 83(1996)-  40 13 43.32794(N)    073 59 53.54553(W)     ADJUSTED  
 AI5206* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 AI5206  ___________________________________________________________________
 AI5206  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 AI5206  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 AI5206
 AI5206  HORZ ORDER  -  THIRD
 AI5206
 AI5206.The horizontal coordinates were established by classical geodetic methods
 AI5206.and adjusted by the National Geodetic Survey in May 2000..
 AI5206
 AI5206.The orthometric height was scaled from a topographic map.
 AI5206
 AI5206.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5206
 AI5206.The geoid height was determined by GEOID03.
 AI5206
 AI5206;                    North         East     Units Scale Factor Converg.
 AI5206;SPC NJ       -   155,027.006   192,702.556   MT  0.99992244   +0 19 26.7
 AI5206;SPC NJ       -   508,617.77    632,224.97   sFT  0.99992244   +0 19 26.7
 AI5206;UTM  18      - 4,453,622.661   585,227.503   MT  0.99968941   +0 38 49.3
 AI5206
 AI5206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5206!SPC NJ       -   0.99999249  x   0.99992244  =   0.99991493
 AI5206!UTM  18      -   0.99999249  x   0.99968941  =   0.99968190
 AI5206
 AI5206                          SUPERSEDED SURVEY CONTROL
 AI5206
 AI5206.No superseded survey control is available for this station.
 AI5206
 AI5206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8522853623(NAD 83)
 AI5206_MARKER: 22 = AIRWAY BEACON
 AI5206
 AI5206  HISTORY     - Date     Condition        Report By
 AI5206  HISTORY     - 1988     FIRST OBSERVED   NOSAMC
 AI5206
 AI5206                          STATION DESCRIPTION
 AI5206
 AI5206'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5206'THE STATION IS LOCATED AT THE NE EDGE OF ASBURY PARK ATOP THE ASBURY
 AI5206'TOWER CONDOMINIUM AND IS LOCATED NEAR THE EASTERN EDGE OF THE HIGHEST
 AI5206'PORTION OF THE CONDO.  THE STATION IS THE CENTER OF RED LIGHT
 AI5206'SUPPORTED BY ELECTRICAL CONDUIT.  THE STATION WAS POSITIONED FOR
 AI5206'HYDROGRAPHIC CONTROL. POWER (117 V.A.C.) IS ABAILABLE ONE LEVEL DOWN
 AI5206'THROUGH PENTHOUSE ROOF SHAFT, 75 FT EXTENSION RECOMMENDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5205 ***********************************************************************
 AI5205  DESIGNATION -  ASBURY T
 AI5205  PID         -  AI5205
 AI5205  STATE/COUNTY-  NJ/MONMOUTH
 AI5205  USGS QUAD   -  
 AI5205
 AI5205                         *CURRENT SURVEY CONTROL
 AI5205  ___________________________________________________________________
 AI5205* NAD 83(1996)-  40 13 43.31734(N)    073 59 53.50156(W)     ADJUSTED  
 AI5205* NAVD 88     -        80.7    (meters)     265.     (feet)  VERTCON   
 AI5205  ___________________________________________________________________
 AI5205  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 AI5205  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 AI5205
 AI5205  HORZ ORDER  -  THIRD
 AI5205
 AI5205.The horizontal coordinates were established by classical geodetic methods
 AI5205.and adjusted by the National Geodetic Survey in May 2000..
 AI5205
 AI5205.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI5205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI5205
 AI5205.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5205
 AI5205.The geoid height was determined by GEOID03.
 AI5205
 AI5205;                    North         East     Units Scale Factor Converg.
 AI5205;SPC NJ       -   155,026.685   192,703.597   MT  0.99992244   +0 19 26.7
 AI5205;SPC NJ       -   508,616.72    632,228.38   sFT  0.99992244   +0 19 26.7
 AI5205;UTM  18      - 4,453,622.346   585,228.546   MT  0.99968942   +0 38 49.4
 AI5205
 AI5205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5205!SPC NJ       -   0.99999249  x   0.99992244  =   0.99991493
 AI5205!UTM  18      -   0.99999249  x   0.99968942  =   0.99968191
 AI5205
 AI5205                          SUPERSEDED SURVEY CONTROL
 AI5205
 AI5205  NGVD 29 (05/18/00)   81.0    (m)          266.     (f) VERT ANG       
 AI5205
 AI5205.Superseded values are not recommended for survey control.
 AI5205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5205.See file dsdata.txt to determine how the superseded data were derived.
 AI5205
 AI5205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8522953622(NAD 83)
 AI5205_MARKER: DD = SURVEY DISK
 AI5205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5205_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5205+STABILITY: SURFACE MOTION
 AI5205
 AI5205  HISTORY     - Date     Condition        Report By
 AI5205  HISTORY     - UNK      MONUMENTED
 AI5205  HISTORY     - 1988     GOOD             NOSAMC
 AI5205
 AI5205                          STATION DESCRIPTION
 AI5205
 AI5205'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5205'THE STATION IS LOCATED IN THE NE CORNER OF ASBURY PARK, N.J. ON THE
 AI5205'ROOF OF THE ASBURY TOWER CONDOMINIUM AT THE SOUTHEAST CORNER OF THE
 AI5205'INTERSECTION FORMED AT DEAL LAKE DRIVE AND KINGSLEY STREET ON TOP OF
 AI5205'THE PENTHOUSE AT THE HIGHEST POINT ON ASBURY TOWERS. THE STATION IS A
 AI5205'STANDARD NOS BRONZE DISK STAMPED---ASBURY T 1988 EPOXIED TO THE TAR
 AI5205'SURFACE OF THE ROOF. THE STATION IS LOCATED-- 6.050 M (19.85 FT.)SOUTH
 AI5205'OF THE NORTH EDGE. 6.150 M (20.18 FT.)NORTH OF THE SOUTH EDGE. 1.090 M
 AI5205'(3.58 FT.) EAST OF AN AIRCRAFT LIGHT. 1.077 M (3.53 FT.) WEST OF THE
 AI5205'EAST EDGE. CONTACT--JUDY JOHNSON ADMINESTRATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2822 ***********************************************************************
 JU2822  DESIGNATION -  ATLANTIC 2
 JU2822  PID         -  JU2822
 JU2822  STATE/COUNTY-  NJ/ATLANTIC
 JU2822  USGS QUAD   -  OCEANVILLE (1989)
 JU2822
 JU2822                         *CURRENT SURVEY CONTROL
 JU2822  ___________________________________________________________________
 JU2822* NAD 83(1996)-  39 23 00.32714(N)    074 25 30.44658(W)     ADJUSTED  
 JU2822* NAVD 88     -        10.490  (meters)      34.42   (feet)  ADJUSTED  
 JU2822  ___________________________________________________________________
 JU2822  X           -   1,325,413.476 (meters)                     COMP
 JU2822  Y           -  -4,755,146.888 (meters)                     COMP
 JU2822  Z           -   4,025,293.149 (meters)                     COMP
 JU2822  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 JU2822  ELLIP HEIGHT-         -23.79  (meters)          (10/23/02) GPS OBS
 JU2822  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 JU2822  DYNAMIC HT  -          10.484 (meters)      34.40  (feet)  COMP
 JU2822  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 JU2822
 JU2822  HORZ ORDER  -  FIRST
 JU2822  VERT ORDER  -  FIRST     CLASS II
 JU2822  ELLP ORDER  -  FOURTH    CLASS I
 JU2822
 JU2822.The horizontal coordinates were established by GPS observations
 JU2822.and adjusted by the National Geodetic Survey in May 1999..
 JU2822
 JU2822.The orthometric height was determined by differential leveling
 JU2822.and adjusted by the National Geodetic Survey in June 1991..
 JU2822
 JU2822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2822
 JU2822.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2822
 JU2822.The ellipsoidal height was determined by GPS observations
 JU2822.and is referenced to NAD 83.
 JU2822
 JU2822.The geoid height was determined by GEOID03.
 JU2822
 JU2822.The dynamic height is computed by dividing the NAVD 88
 JU2822.geopotential number by the normal gravity value computed on the
 JU2822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2822.degrees latitude (g = 980.6199 gals.).
 JU2822
 JU2822.The modeled gravity was interpolated from observed gravity values.
 JU2822
 JU2822;                    North         East     Units Scale Factor Converg.
 JU2822;SPC NJ       -    61,066.309   156,450.437   MT  0.99990051   +0 02 51.0
 JU2822;SPC NJ       -   200,348.38    513,287.81   sFT  0.99990051   +0 02 51.0
 JU2822;UTM  18      - 4,359,484.583   549,509.897   MT  0.99963018   +0 21 53.2
 JU2822
 JU2822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2822!SPC NJ       -   1.00000373  x   0.99990051  =   0.99990424
 JU2822!UTM  18      -   1.00000373  x   0.99963018  =   0.99963391
 JU2822
 JU2822:                Primary Azimuth Mark                     Grid Az
 JU2822:SPC NJ       -  BRIGANTINE N WATER TANK NEW              058 41 20.4
 JU2822:UTM  18      -  BRIGANTINE N WATER TANK NEW              058 22 18.2
 JU2822
 JU2822|---------------------------------------------------------------------|
 JU2822| PID    Reference Object                     Distance      Geod. Az  |
 JU2822|                                                           dddmmss.s |
 JU2822| JU2763 BRIGANTINE N WATER TANK NEW         APPROX. 6.0 KM 0584411.4 |
 JU2822| JU2764 BRIGANTINE MUNICIPAL TK NEW         APPROX. 4.9 KM 0633445.0 |
 JU2822| JU2821 BRIGANTINE S WATER TANK NEW         APPROX. 2.7 KM 0695738.0 |
 JU2822| JU2770 ATLANTIC CITY MUNICIPAL TANK        APPROX. 1.4 KM 1861957.9 |
 JU2822| JU2765 ATLANTIC CITY CLARIDGE HOTEL        APPROX. 2.9 KM 1911821.7 |
 JU2822| JU2823 ATLANTIC 2 RM 5                      16.873 METERS 23214     |
 JU2822| JU2792 ATLANTIC RESET                      302.532 METERS 25336     |
 JU2822| JU4080 ATLANTIC 2 RM 6                      18.706 METERS 31626     |
 JU2822| JU4311 NJGPS 20                             54.766 METERS 33816     |
 JU2822|---------------------------------------------------------------------|
 JU2822
 JU2822                          SUPERSEDED SURVEY CONTROL
 JU2822
 JU2822  ELLIP H (05/14/99)  -23.81   (m)                       GP(       ) 4 1
 JU2822  NAD 83(1986)-  39 23 00.32579(N)    074 25 30.44554(W) AD(       ) 1
 JU2822  ELLIP H (03/31/93)  -23.88   (m)                       GP(       ) 3 2
 JU2822  NAD 83(1986)-  39 23 00.31632(N)    074 25 30.43711(W) AD(       ) 2
 JU2822  NAD 27      -  39 22 59.89502(N)    074 25 31.90506(W) AD(       ) 2
 JU2822  NAVD 88 (03/31/93)   10.49   (m)           34.4    (f) LEVELING    3  
 JU2822  NGVD 29 (01/10/92)   10.894  (m)           35.74   (f) ADJUSTED    1 2
 JU2822
 JU2822.Superseded values are not recommended for survey control.
 JU2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2822.See file dsdata.txt to determine how the superseded data were derived.
 JU2822
 JU2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4951059485(NAD 83)
 JU2822_MARKER: DS = TRIANGULATION STATION DISK
 JU2822_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU2822_SP_SET: SIDEWALK ON BRIDGE
 JU2822_STAMPING: ATLANTIC 2 1980
 JU2822_MARK LOGO: NGS   
 JU2822_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2822+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1990
 JU2822
 JU2822  HISTORY     - Date     Condition        Report By
 JU2822  HISTORY     - 1980     MONUMENTED       NGS
 JU2822  HISTORY     - 1980     GOOD             NGS
 JU2822  HISTORY     - 1982     GOOD             NGS
 JU2822  HISTORY     - 19891103 GOOD             NJGS
 JU2822  HISTORY     - 19900809 GOOD             NJGS
 JU2822  HISTORY     - 19970828 GOOD             USPSQD
 JU2822  HISTORY     - 19981026 SEE DESCRIPTION  STEWRT
 JU2822  HISTORY     - 20050710 MARK NOT FOUND   GEOCAC
 JU2822
 JU2822                          STATION DESCRIPTION
 JU2822
 JU2822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 JU2822'THE STATION IS LOCATED IN THE NORTH PART OF ATLANTIC CITY, IN A
 JU2822'SIDEWALK ALONG THE SOUTH SIDE OF A BRIDGE ON BRIGANTEEN AVENUE WHICH
 JU2822'CROSSES THE ABSECON INLET AND ON ROAD RIGHT-OF-WAY.
 JU2822'
 JU2822'TO REACH THE STATION FROM THE POST OFFICE IN BRIGANTINE, GO NORTHWEST
 JU2822'ON HARBOR BEACH BOULEVARD FOR 0.2 MILE TO A T-INTERSECTION, TURN LEFT
 JU2822'AND GO SOUTHWEST ON BRIGANTINE AVENUE FOR 1.7 MILE TO THE SOUTHWEST
 JU2822'SIDE OF THE BRIDGE AND THE STATION ON THE LEFT.
 JU2822'
 JU2822'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 JU2822'---ATLANTIC 2 1980---CEMENTED IN A DRILL HOLE IN THE SOUTH SIDEWALK
 JU2822'OF THE BRIDGE AND OVER THE MOST SOUTHWEST ABUTMENT.  IT PROJECTS
 JU2822'ABOUT 6-INCHES ABOVE THE ROAD AND IS LOCATED 17.13 METERS (56.2 FEET)
 JU2822'NE FROM A LIGHT STANDARD, 9.88 METERS (32.4 FEET) NE FROM THE CENTER
 JU2822'OF THE ROAD, 3.20 METERS (10.5 FEET) E FROM THE SOUTHWEST CORNER OF
 JU2822'THE SOUTH CURB, 3.02 METERS (9.9 FEET) NE FROM THE SOUTHWEST CORNER
 JU2822'OF THE SIDE WALK, AND 1.19 METERS (3.9 FEET) SE FROM THE NORTHWEST
 JU2822'EDGE OF THE SIDEWALK.
 JU2822'
 JU2822'REFERENCE MARK NO. 5 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JU2822'STAMPED---ATLANTIC 2 NO 5 1980---CEMENTED IN A DRILL HOLE IN THE
 JU2822'NORTHEAST CORNER OF THE FOUNDATION FOR A SQUARE MANHOLE.  IT IS
 JU2822'LOCATED 13.96 METERS (45.8 FEET) W FROM THE SOUTHWEST CORNER OF THE
 JU2822'SOUTH SIDEWALK, 10.24 METERS (33.6 FEET) SE FROM THE CENTER OF
 JU2822'BRIGANTEEN AVENUE, 1.71 METERS (5.6 FEET) SE FROM THE FACE OF A CURB,
 JU2822'0.37 METER (1.2 FEET) N FROM A LIGHT STANDARD, AND 0.6 METER (2 FEET)
 JU2822'LOWER THAN THE STATION.
 JU2822'
 JU2822'REFERENCE MARK NO. 6 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JU2822'STAMPED---ATLANTIC 2 NO 6 1980---CEMENTED IN A DRILL HOLE IN THE
 JU2822'NORTHWEST EDGE OF A BUMPER RAIL ALONG THE NORTH SIDE OF THE BRIDGE.
 JU2822'IT IS LOCATED 0.61 METER (2.0 FEET) NE FROM THE NORTHWEST CORNER OF
 JU2822'THE BRIDGE AT THE CURB, 0.30 METER (1.0 FOOT) E FROM THE NORTHWEST
 JU2822'CORNER OF THE BRIDGE, 0.21 METER (0.7 FOOT) N FROM THE FACE OF THE
 JU2822'NORTH CURB, 8.84 METERS (29.0 FEET) NW FROM THE CENTER OF THE ROAD,
 JU2822'AND 0.3 METER (1 FOOT) HIGHER THAN THE STATION.
 JU2822'
 JU2822'ABSECON LIGHT 1867 WILL SERVE AS AN AZIMUTH MARK FOR THIS STATION,
 JU2822'SEE DESCRIPTION THEREOF.
 JU2822
 JU2822                          STATION RECOVERY (1980)
 JU2822
 JU2822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 JU2822'RECOVERED IN GOOD CONDITION.
 JU2822
 JU2822                          STATION RECOVERY (1982)
 JU2822
 JU2822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RGP)
 JU2822'THE STATION WAS RECOVERED AT THIS DATE.
 JU2822'THE ORIGINAL STATION ATLANTIC 1932, AND THIS STATIONS REFERENCE
 JU2822'MARKS WERE RECOVERED AS DESCRIBED A YEAR PREVIOUSLY.
 JU2822'
 JU2822'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 JU2822'
 JU2822'DESCRIBED BY--RALPH G POUST
 JU2822
 JU2822                          STATION RECOVERY (1989)
 JU2822
 JU2822'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 JU2822'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE SOUTHEAST SIDE OF
 JU2822'STATE HIGHWAY ROUTE 87, BRIGANTINE BOULEVARD, IN THE SIDEWALK AT THE
 JU2822'SOUTH END OF THE NEW BRIDGE OVER ABSECON INLET.   THE STATION IS 3.0
 JU2822'M (9.8 FT) NORTH NORTHEAST OF THE SOUTHEAST END OF THE SIDEWALK, 0.69
 JU2822'M (2.26 FT) NORTH NORTHWEST OF THE NORTHWEST FACE OF THE CONCRETE
 JU2822'BALUSTRADE, 16.89 M (55.41 FT) NORTH NORTHEAST OF ATLANTIC 2 RM 4,
 JU2822'WHICH IS SET IN THE CONCRETE RIM OF A STATE HIGHWAY DEPARTMENT
 JU2822'RECTANGULAR JUNCTION BOX, 4.1 M (13.5 FT) WEST SOUTHWEST OF THE
 JU2822'NORTHEAST END OF THE BRIDGE ABUTMENT AND 1.25 M (4.10 FT) SOUTH
 JU2822'SOUTHEAST OF THE SOUTHEAST CURBLINE.  THE SIDEWALK APPEARS TO BE
 JU2822'SINKING AT THIS TIME.
 JU2822
 JU2822                          STATION RECOVERY (1990)
 JU2822
 JU2822'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2822'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE SOUTHEAST SIDE OF
 JU2822'STATE ROUTE 87, BRIGANTINE BOULEVARD, IN THE SIDEWALK AT THE SOUTH
 JU2822'END OF THE BRIDGE OVER THE ABSECON INLET.  THE STATION IS 3.0 M
 JU2822'(9.8 FT) NORTH NORTHEAST OF THE SOUTHWEST END OF THE SIDEWALK, 0.69 M
 JU2822'(2.26 FT) NORTH NORTHWEST OF THE NORTHWEST FACE OF THE CONCRETE
 JU2822'BALUSTRADE, 16.89 M (55.41 FT) NORTH NORTHEAST OF ATLANTIC 2 RM 4,
 JU2822'WHICH IS SET IN THE CONCRETE RIM OF A HIGHWAY  RECTANGULAR JUNCTION
 JU2822'BOX, 4.1 M (13.5 FT) WEST SOUTHWEST OF THE NORTHEAST END OF THE
 JU2822'BRIDGE ABUTMENT AND 1.25 M (4.10 FT) SOUTH SOUTHEAST OF THE CURBLINE.
 JU2822
 JU2822                          STATION RECOVERY (1997)
 JU2822
 JU2822'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2822'RECOVERED IN GOOD CONDITION.
 JU2822
 JU2822                          STATION RECOVERY (1998)
 JU2822
 JU2822'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1998 (JMS)
 JU2822'SIDEWALK CONSTRUCTION.  RM 5 AND RM 6 FOUND IN GOOD CONDITION.
 JU2822
 JU2822                          STATION RECOVERY (2005)
 JU2822
 JU2822'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 JU2822'DEFINITELY NOT THERE.  THE SIDEWALK SEEMS TO HAVE BEEN REDONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2823 ***********************************************************************
 JU2823  DESIGNATION -  ATLANTIC 2 RM 5
 JU2823  PID         -  JU2823
 JU2823  STATE/COUNTY-  NJ/ATLANTIC
 JU2823  USGS QUAD   -  OCEANVILLE (1989)
 JU2823
 JU2823                         *CURRENT SURVEY CONTROL
 JU2823  ___________________________________________________________________
 JU2823* NAD 83(1996)-  39 22 59.99208(N)    074 25 31.00392(W)     ADJUSTED  
 JU2823* NAVD 88     -         9.706  (meters)      31.84   (feet)  ADJUSTED  
 JU2823  ___________________________________________________________________
 JU2823  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 JU2823  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 JU2823  DYNAMIC HT  -           9.701 (meters)      31.83  (feet)  COMP
 JU2823  MODELED GRAV-     980,110.3   (mgal)                       NAVD 88
 JU2823
 JU2823  HORZ ORDER  -  SECOND
 JU2823  VERT ORDER  -  FIRST     CLASS II
 JU2823
 JU2823.The horizontal coordinates were established by classical geodetic methods
 JU2823.and adjusted by the National Geodetic Survey in September 1999..
 JU2823
 JU2823.The orthometric height was determined by differential leveling
 JU2823.and adjusted by the National Geodetic Survey in June 1991..
 JU2823
 JU2823.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2823
 JU2823.The geoid height was determined by GEOID03.
 JU2823
 JU2823.The dynamic height is computed by dividing the NAVD 88
 JU2823.geopotential number by the normal gravity value computed on the
 JU2823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2823.degrees latitude (g = 980.6199 gals.).
 JU2823
 JU2823.The modeled gravity was interpolated from observed gravity values.
 JU2823
 JU2823;                    North         East     Units Scale Factor Converg.
 JU2823;SPC NJ       -    61,055.966   156,437.108   MT  0.99990051   +0 02 50.7
 JU2823;SPC NJ       -   200,314.45    513,244.08   sFT  0.99990051   +0 02 50.7
 JU2823;UTM  18      - 4,359,474.169   549,496.630   MT  0.99963016   +0 21 52.8
 JU2823
 JU2823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2823!SPC NJ       -   1.00000386  x   0.99990051  =   0.99990437
 JU2823!UTM  18      -   1.00000386  x   0.99963016  =   0.99963402
 JU2823
 JU2823|---------------------------------------------------------------------|
 JU2823| PID    Reference Object                     Distance      Geod. Az  |
 JU2823|                                                           dddmmss.s |
 JU2823| JU2822 ATLANTIC 2                           16.873 METERS 05214     |
 JU2823| JU2772 ABSECON LIGHT                       APPROX. 2.1 KM 1530306.0 |
 JU2823| JU2792 ATLANTIC RESET                      286.885 METERS 25450     |
 JU2823|---------------------------------------------------------------------|
 JU2823
 JU2823                          SUPERSEDED SURVEY CONTROL
 JU2823
 JU2823  NAD 83(1986)-  39 22 59.98122(N)    074 25 30.99455(W) AD(       ) 2
 JU2823  NAD 27      -  39 22 59.55990(N)    074 25 32.46254(W) AD(       ) 2
 JU2823  NGVD 29 (01/10/92)   10.110  (m)           33.17   (f) ADJUSTED    1 2
 JU2823
 JU2823.Superseded values are not recommended for survey control.
 JU2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2823.See file dsdata.txt to determine how the superseded data were derived.
 JU2823
 JU2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4949759474(NAD 83)
 JU2823_MARKER: DR = REFERENCE MARK DISK
 JU2823_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU2823_SP_SET: MANHOLE
 JU2823_STAMPING: ATLANTIC 2 NO 5 1980
 JU2823_MARK LOGO: NGS   
 JU2823_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU2823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2823+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1998
 JU2823
 JU2823  HISTORY     - Date     Condition        Report By
 JU2823  HISTORY     - 1980     MONUMENTED       NGS
 JU2823  HISTORY     - 19891103 GOOD             NJGS
 JU2823  HISTORY     - 19970828 GOOD             USPSQD
 JU2823  HISTORY     - 19981026 GOOD             STEWRT
 JU2823  HISTORY     - 20050710 GOOD             GEOCAC
 JU2823
 JU2823                          STATION DESCRIPTION
 JU2823
 JU2823'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 JU2823'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE SOUTHEAST SIDE OF
 JU2823'BRIGANTINE BOULEVARD, STATE HIGHWAY ROUTE 87, AT THE SOUTHWEST END OF
 JU2823'THE BRIDGE OVER ABSECON INLET.  THE STATION IS IN THE EAST CORNER OF
 JU2823'THE CONCRETE RIM OF A STATE HIGHWAY DEPARTMENT RECTANGULAR JUNCTION
 JU2823'BOX.  THE STATION IS 0.7 M (2.3 FT) SOUTHEAST OF THE SOUTHEAST
 JU2823'CURBLINE, 0.55 M (1.80 FT) NORTH OF AN ALUMINUM LIGHT POLE, 16.89 M
 JU2823'(55.41 FT) SOUTHWEST OF TRIANGULATION STATION ATLANTIC 2 AND LEVEL
 JU2823'WITH THE GROUND.
 JU2823
 JU2823                          STATION RECOVERY (1997)
 JU2823
 JU2823'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2823'RECOVERED IN GOOD CONDITION.
 JU2823
 JU2823                          STATION RECOVERY (1998)
 JU2823
 JU2823'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1998 (JMS)
 JU2823'STILL SUITABLE FOR SATELLITE OBSERVATIONS.
 JU2823
 JU2823                          STATION RECOVERY (2005)
 JU2823
 JU2823'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 JU2823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4080 ***********************************************************************
 JU4080  DESIGNATION -  ATLANTIC 2 RM 6
 JU4080  PID         -  JU4080
 JU4080  STATE/COUNTY-  NJ/ATLANTIC
 JU4080  USGS QUAD   -  OCEANVILLE (1989)
 JU4080
 JU4080                         *CURRENT SURVEY CONTROL
 JU4080  ___________________________________________________________________
 JU4080* NAD 83(1986)-  39 23 00.     (N)    074 25 32.     (W)     SCALED    
 JU4080* NAVD 88     -        10.417  (meters)      34.18   (feet)  ADJUSTED  
 JU4080  ___________________________________________________________________
 JU4080  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 JU4080  DYNAMIC HT  -          10.412 (meters)      34.16  (feet)  COMP
 JU4080  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 JU4080
 JU4080  VERT ORDER  -  FIRST     CLASS II
 JU4080
 JU4080.The horizontal coordinates were scaled from a topographic map and have
 JU4080.an estimated accuracy of +/- 6 seconds.
 JU4080
 JU4080.The orthometric height was determined by differential leveling
 JU4080.and adjusted by the National Geodetic Survey in June 1991..
 JU4080
 JU4080.The geoid height was determined by GEOID03.
 JU4080
 JU4080.The dynamic height is computed by dividing the NAVD 88
 JU4080.geopotential number by the normal gravity value computed on the
 JU4080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4080.degrees latitude (g = 980.6199 gals.).
 JU4080
 JU4080.The modeled gravity was interpolated from observed gravity values.
 JU4080
 JU4080;                    North         East    Units  Estimated Accuracy
 JU4080;SPC NJ       -    61,060.      156,410.      MT  (+/- 180 meters Scaled)
 JU4080
 JU4080                          SUPERSEDED SURVEY CONTROL
 JU4080
 JU4080  NGVD 29 (01/10/92)   10.821  (m)           35.50   (f) ADJUSTED    1 2
 JU4080
 JU4080.Superseded values are not recommended for survey control.
 JU4080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4080.See file dsdata.txt to determine how the superseded data were derived.
 JU4080
 JU4080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ494594(NAD 83)
 JU4080_MARKER: DR = REFERENCE MARK DISK
 JU4080_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4080_SP_SET: CURB
 JU4080_STAMPING: ATLANTIC 2 NO 6 1980
 JU4080_MARK LOGO: NGS   
 JU4080_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU4080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4080+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1989
 JU4080
 JU4080  HISTORY     - Date     Condition        Report By
 JU4080  HISTORY     - 1980     MONUMENTED       NGS
 JU4080  HISTORY     - 19891103 GOOD             NJGS
 JU4080  HISTORY     - 19981026 GOOD             STEWRT
 JU4080
 JU4080                          STATION DESCRIPTION
 JU4080
 JU4080'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 JU4080'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE NORTHWEST SIDE OF
 JU4080'BRIGANTINE BOULEVARD, STATE HIGHWAY ROUTE 87, IN THE CURB AT THE
 JU4080'SOUTHWEST END OF THE BRIDGE OVER ABSECON INLET.  THE STATION IS 5.5 M
 JU4080'(18.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE BRIDGE CURB, 2.3 M
 JU4080'(7.5 FT) EAST OF THE EAST FACE OF THE BRIDGE BALUSTRADE, 2.3 M
 JU4080'(7.5 FT) WEST NORTHWEST OF THE SOUTHEAST CURBLINE OF THE SOUTHBOUND
 JU4080'LANES AND ABOUT 0.15 M (0.49 FT) ABOVE THE HIGHWAY.
 JU4080
 JU4080                          STATION RECOVERY (1998)
 JU4080
 JU4080'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1998 (JMS)
 JU4080'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2765 ***********************************************************************
 JU2765  DESIGNATION -  ATLANTIC CITY CLARIDGE HOTEL
 JU2765  PID         -  JU2765
 JU2765  STATE/COUNTY-  NJ/ATLANTIC
 JU2765  USGS QUAD   -  ATLANTIC CITY (1994)
 JU2765
 JU2765                         *CURRENT SURVEY CONTROL
 JU2765  ___________________________________________________________________
 JU2765* NAD 83(1996)-  39 21 27.10561(N)    074 25 54.45425(W)     ADJUSTED  
 JU2765* NAVD 88     -                                                        
 JU2765  ___________________________________________________________________
 JU2765  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 JU2765  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 JU2765
 JU2765  HORZ ORDER  -  THIRD
 JU2765
 JU2765.The horizontal coordinates were established by classical geodetic methods
 JU2765.and adjusted by the National Geodetic Survey in September 1999..
 JU2765
 JU2765
 JU2765.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2765
 JU2765.The geoid height was determined by GEOID03.
 JU2765
 JU2765;                    North         East     Units Scale Factor Converg.
 JU2765;SPC NJ       -    58,191.226   155,878.102   MT  0.99990043   +0 02 35.7
 JU2765;SPC NJ       -   190,915.71    511,410.07   sFT  0.99990043   +0 02 35.7
 JU2765;UTM  18      - 4,356,607.155   548,953.637   MT  0.99962951   +0 21 37.2
 JU2765
 JU2765                          SUPERSEDED SURVEY CONTROL
 JU2765
 JU2765  NAD 83(1986)-  39 21 27.08978(N)    074 25 54.45358(W) AD(       ) 4
 JU2765  NAD 27      -  39 21 26.67100(N)    074 25 55.91300(W) AD(       ) 3
 JU2765
 JU2765.Superseded values are not recommended for survey control.
 JU2765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2765.See file dsdata.txt to determine how the superseded data were derived.
 JU2765
 JU2765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4895456607(NAD 83)
 JU2765_MARKER: 87 = DOME
 JU2765
 JU2765  HISTORY     - Date     Condition        Report By
 JU2765  HISTORY     - 1932     FIRST OBSERVED   CGS
 JU2765  HISTORY     - 1950     GOOD             CGS
 JU2765  HISTORY     - 1975     GOOD             NGS
 JU2765  HISTORY     - 1981     GOOD             NGS
 JU2765
 JU2765                          STATION DESCRIPTION
 JU2765
 JU2765'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2765'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS THE HIGH
 JU2765'SLENDER DOME ATOP THE CLARIDGE HOTEL WHICH IS LOCATED NEAR THE
 JU2765'BOARDWALK BETWEEN INDIANA AVENUE AND PARK PLACE IN ATLANTIC CITY.
 JU2765
 JU2765                          STATION RECOVERY (1975)
 JU2765
 JU2765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (PC)
 JU2765'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 JU2765'
 JU2765'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2765'IN ATLANTIC CITY.
 JU2765
 JU2765                          STATION RECOVERY (1981)
 JU2765
 JU2765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RGP)
 JU2765'THE STATION WAS RECOVERED AT THIS DATE.
 JU2765'RECOVERED AS DESCRIBED APPEARENTLY IN GOOD CONDITION.
 JU2765'
 JU2765'DESCRIBED BY R G POUST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2773 ***********************************************************************
 JU2773  DESIGNATION -  ATLANTIC CITY LIGHT
 JU2773  PID         -  JU2773
 JU2773  STATE/COUNTY-  NJ/ATLANTIC
 JU2773  USGS QUAD   -  ATLANTIC CITY (1994)
 JU2773
 JU2773                         *CURRENT SURVEY CONTROL
 JU2773  ___________________________________________________________________
 JU2773* NAD 83(1996)-  39 21 51.95590(N)    074 24 36.95910(W)     ADJUSTED  
 JU2773* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2773  ___________________________________________________________________
 JU2773  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 JU2773  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 JU2773
 JU2773  HORZ ORDER  -  THIRD
 JU2773
 JU2773.The horizontal coordinates were established by classical geodetic methods
 JU2773.and adjusted by the National Geodetic Survey in September 1999..
 JU2773
 JU2773.The orthometric height was scaled from a topographic map.
 JU2773
 JU2773.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2773
 JU2773.The geoid height was determined by GEOID03.
 JU2773
 JU2773;                    North         East     Units Scale Factor Converg.
 JU2773;SPC NJ       -    58,959.143   157,732.492   MT  0.99990074   +0 03 24.9
 JU2773;SPC NJ       -   193,435.12    517,494.02   sFT  0.99990074   +0 03 24.9
 JU2773;UTM  18      - 4,357,385.114   550,803.249   MT  0.99963178   +0 22 26.6
 JU2773
 JU2773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2773!SPC NJ       -   1.00000530  x   0.99990074  =   0.99990604
 JU2773!UTM  18      -   1.00000530  x   0.99963178  =   0.99963708
 JU2773
 JU2773:                Primary Azimuth Mark                     Grid Az
 JU2773:SPC NJ       -  BRIGANTINE ELEVATED TANK                 039 36 12.6
 JU2773:UTM  18      -  BRIGANTINE ELEVATED TANK                 039 17 10.9
 JU2773
 JU2773|---------------------------------------------------------------------|
 JU2773| PID    Reference Object                     Distance      Geod. Az  |
 JU2773|                                                           dddmmss.s |
 JU2773| JU2757 BRIGANTINE ELEVATED TANK            APPROX. 7.4 KM 0393937.5 |
 JU2773| JU2777 RITZ AERO BEACON                    APPROX. 3.2 KM 2455408.5 |
 JU2773| JU2772 ABSECON LIGHT                       394.704 METERS 30212     |
 JU2773|---------------------------------------------------------------------|
 JU2773
 JU2773                          SUPERSEDED SURVEY CONTROL
 JU2773
 JU2773  NAD 83(1986)-  39 21 51.94513(N)    074 24 36.95017(W) AD(       ) 3
 JU2773  NAD 27      -  39 21 51.52400(N)    074 24 38.42700(W) AD(       ) 3
 JU2773
 JU2773.Superseded values are not recommended for survey control.
 JU2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2773.See file dsdata.txt to determine how the superseded data were derived.
 JU2773
 JU2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5080357385(NAD 83)
 JU2773_MARKER: 56 = SKELETON TOWER
 JU2773
 JU2773  HISTORY     - Date     Condition        Report By
 JU2773  HISTORY     - 1950     FIRST OBSERVED   CGS
 JU2773
 JU2773                          STATION DESCRIPTION
 JU2773
 JU2773'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2773'STATION IS LOCATED 200 YARDS W OF THE JETTY ON THE W SIDE OF
 JU2773'ABSECON INLET, ABOUT 10 FEET SE OF THE BOARDWALK AT THE END OF
 JU2773'NEW HAMPSHIRE AVENUE IN ATLANTIC CITY.  STATION IS THE LANTERN
 JU2773'ATOP A WHITE SKELETON STEEL TOWER ON A CONCRETE BASE.  THIS IS A
 JU2773'RED AND GREEN FLASHING LIGHT, NO. 1471 IN THE 1950 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2770 ***********************************************************************
 JU2770  DESIGNATION -  ATLANTIC CITY MUNICIPAL TANK
 JU2770  PID         -  JU2770
 JU2770  STATE/COUNTY-  NJ/ATLANTIC
 JU2770  USGS QUAD   -  ATLANTIC CITY (1994)
 JU2770
 JU2770                         *CURRENT SURVEY CONTROL
 JU2770  ___________________________________________________________________
 JU2770* NAD 83(1996)-  39 22 14.67094(N)    074 25 36.97466(W)     ADJUSTED  
 JU2770* NAVD 88     -                                                        
 JU2770  ___________________________________________________________________
 JU2770  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 JU2770  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 JU2770
 JU2770  HORZ ORDER  -  THIRD
 JU2770
 JU2770.The horizontal coordinates were established by classical geodetic methods
 JU2770.and adjusted by the National Geodetic Survey in September 1999..
 JU2770
 JU2770
 JU2770.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2770
 JU2770.The geoid height was determined by GEOID03.
 JU2770
 JU2770;                    North         East     Units Scale Factor Converg.
 JU2770;SPC NJ       -    59,658.301   156,295.358   MT  0.99990049   +0 02 46.8
 JU2770;SPC NJ       -   195,728.94    512,779.02   sFT  0.99990049   +0 02 46.8
 JU2770;UTM  18      - 4,358,076.119   549,362.656   MT  0.99963000   +0 21 48.7
 JU2770
 JU2770                          SUPERSEDED SURVEY CONTROL
 JU2770
 JU2770  NAD 83(1986)-  39 22 14.66023(N)    074 25 36.96546(W) AD(       ) 4
 JU2770  NAD 27      -  39 22 14.23800(N)    074 25 38.43400(W) AD(       ) 3
 JU2770
 JU2770.Superseded values are not recommended for survey control.
 JU2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2770.See file dsdata.txt to determine how the superseded data were derived.
 JU2770
 JU2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4936358076(NAD 83)
 JU2770_MARKER: 53 = ELEVATED TANK
 JU2770
 JU2770  HISTORY     - Date     Condition        Report By
 JU2770  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2770  HISTORY     - 1975     GOOD             NGS
 JU2770  HISTORY     - 1980     GOOD             NGS
 JU2770  HISTORY     - 1981     GOOD             NGS
 JU2770  HISTORY     - 20060224 GOOD             GEOCAC
 JU2770
 JU2770                          STATION DESCRIPTION
 JU2770
 JU2770'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2770'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED IN
 JU2770'SEYTON PARK IN THE NORTH SECTION OF ATLANTIC CITY ABOUT 0.15
 JU2770'MILE SOUTHEAST OF ABESCON AVENUE (U.S. HIGHWAY 30).  IT IS A
 JU2770'9 LEGGED SELF SUPPORTED STEEL STRUCTURE PAINTED SILVER WITH
 JU2770'THE LEGEND WELCOME PAINTED IN BLUE LETTERS ON ITS NORTHWEST
 JU2770'SIDE.  THE OVERALL HEIGHT IS ABOUT 125 FEET.
 JU2770
 JU2770                          STATION RECOVERY (1975)
 JU2770
 JU2770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (PC)
 JU2770'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 JU2770'TANK HAS BEEN PAINTED BLUE.
 JU2770'
 JU2770'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2770'IN ATLANTIC CITY.
 JU2770
 JU2770                          STATION RECOVERY (1980)
 JU2770
 JU2770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 JU2770'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JU2770
 JU2770                          STATION RECOVERY (1981)
 JU2770
 JU2770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RGP)
 JU2770'THE STATION WAS RECOVERED AT THIS DATE.
 JU2770'IT IS IN APPEARENTLY GOOD CONDITION.
 JU2770'
 JU2770'DESCRIBED BY R G POUST.
 JU2770
 JU2770                          STATION RECOVERY (2006)
 JU2770
 JU2770'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2770'THE TANK IS LOCATED NORTHEAST OF ABSECON AVENUE (US HIGHWAY 30) AND
 JU2770'IMMEDIATELY EAST OF THE INTERSECTION OF CASPIAN AVE AND NORTH VIRGINIA
 JU2770'AVE.  IT IS PAINTED LIGHT BLUE WITH STYLIZED POLYCHROME FISH AND THE
 JU2770'LEGEND ATLANTIC CITY ON THE SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2935 ***********************************************************************
 JU2935  DESIGNATION -  ATLANTIC CITY N CONSOLAN TOWER
 JU2935  PID         -  JU2935
 JU2935  STATE/COUNTY-  NJ/CAPE MAY
 JU2935  USGS QUAD   -  WOODBINE (1972)
 JU2935
 JU2935                         *CURRENT SURVEY CONTROL
 JU2935  ___________________________________________________________________
 JU2935* NAD 83(1996)-  39 08 21.34773(N)    074 45 29.15023(W)     ADJUSTED  
 JU2935* NAVD 88     -                                                        
 JU2935  ___________________________________________________________________
 JU2935  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 JU2935  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 JU2935
 JU2935  HORZ ORDER  -  THIRD
 JU2935
 JU2935.The horizontal coordinates were established by classical geodetic methods
 JU2935.and adjusted by the National Geodetic Survey in September 1999..
 JU2935
 JU2935
 JU2935.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2935
 JU2935.The geoid height was determined by GEOID03.
 JU2935
 JU2935;                    North         East     Units Scale Factor Converg.
 JU2935;SPC NJ       -    33,991.202   127,688.071   MT  0.99990613   -0 09 46.5
 JU2935;SPC NJ       -   111,519.47    418,923.28   sFT  0.99990613   -0 09 46.5
 JU2935;UTM  18      - 4,332,258.818   520,905.669   MT  0.99960538   +0 09 09.7
 JU2935
 JU2935                          SUPERSEDED SURVEY CONTROL
 JU2935
 JU2935  NAD 83(1991)-  39 08 21.32863(N)    074 45 29.14897(W) AD(       ) 4
 JU2935  NAD 83(1986)-  39 08 21.32867(N)    074 45 29.14907(W) AD(       ) 4
 JU2935  NAD 27      -  39 08 20.91500(N)    074 45 30.56200(W) AD(       ) 3
 JU2935
 JU2935.Superseded values are not recommended for survey control.
 JU2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2935.See file dsdata.txt to determine how the superseded data were derived.
 JU2935
 JU2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2090632259(NAD 83)
 JU2935_MARKER: 55 = TOWER
 JU2935
 JU2935  HISTORY     - Date     Condition        Report By
 JU2935  HISTORY     - 1956     FIRST OBSERVED   CGS
 JU2935
 JU2935                          STATION DESCRIPTION
 JU2935
 JU2935'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (CAS)
 JU2935'THE STATION IS LOCATED ABOUT 0.2 MILE EAST OF THE EAST SIDE OF
 JU2935'THE GARDEN STATE PARKWAY AND ABOUT 1.2 MILES NORTH OF THE AVALON
 JU2935'HIGHWAY.  THE TOWER IS A GUYED PIVOT TYPE TOWER ABOUT 300 FEET
 JU2935'HIGH AND IS IN THE WEST SIDE OF THE MARSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2779 ***********************************************************************
 JU2779  DESIGNATION -  ATLANTIC CITY RADIO WFPG MAST
 JU2779  PID         -  JU2779
 JU2779  STATE/COUNTY-  NJ/ATLANTIC
 JU2779  USGS QUAD   -  OCEANVILLE (1989)
 JU2779
 JU2779                         *CURRENT SURVEY CONTROL
 JU2779  ___________________________________________________________________
 JU2779* NAD 83(1996)-  39 22 34.94014(N)    074 27 06.12034(W)     ADJUSTED  
 JU2779* NAVD 88     -                                                        
 JU2779  ___________________________________________________________________
 JU2779  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 JU2779  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 JU2779
 JU2779  HORZ ORDER  -  THIRD
 JU2779
 JU2779.The horizontal coordinates were established by classical geodetic methods
 JU2779.and adjusted by the National Geodetic Survey in September 1999..
 JU2779
 JU2779
 JU2779.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2779
 JU2779.The geoid height was determined by GEOID03.
 JU2779
 JU2779;                    North         East     Units Scale Factor Converg.
 JU2779;SPC NJ       -    60,281.900   154,161.374   MT  0.99990021   +0 01 50.3
 JU2779;SPC NJ       -   197,774.87    505,777.77   sFT  0.99990021   +0 01 50.3
 JU2779;UTM  18      - 4,358,687.728   547,225.833   MT  0.99962746   +0 20 52.3
 JU2779
 JU2779                          SUPERSEDED SURVEY CONTROL
 JU2779
 JU2779  NAD 83(1986)-  39 22 34.92928(N)    074 27 06.11176(W) AD(       ) 4
 JU2779  NAD 27      -  39 22 34.50300(N)    074 27 07.58000(W) AD(       ) 3
 JU2779
 JU2779.Superseded values are not recommended for survey control.
 JU2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2779.See file dsdata.txt to determine how the superseded data were derived.
 JU2779
 JU2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4722658688(NAD 83)
 JU2779_MARKER: 42 = RADIO/TV MAST
 JU2779
 JU2779  HISTORY     - Date     Condition        Report By
 JU2779  HISTORY     - 1950     FIRST OBSERVED   CGS
 JU2779  HISTORY     - 1965     GOOD             CGS
 JU2779
 JU2779                          STATION DESCRIPTION
 JU2779
 JU2779'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2779'THE STATION IS LOCATED ON THE S SIDE OF ABSECON BOULEVARD, ABOUT
 JU2779'100 YARDS SW OF THE BASCULE BRIDGE ACROSS BEACH THOROFARE IN
 JU2779'ATLANTIC CITY.  IT IS THE TOP OF A ROD-LIKE MAST AT THE APEX OF
 JU2779'A SKELETON STEEL TOWER 410 FEET HIGH.  THE TOWER IS ENCLOSED BY
 JU2779'A STEEL FENCE WITH ENTRY THROUGH THE BRICK TRANSMITTING BUILDING.
 JU2779
 JU2779                          STATION RECOVERY (1965)
 JU2779
 JU2779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 JU2779'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JU2779'
 JU2779'THE MAST NOW BELONGS TO RADIO STATION WMID.  ALSO THE TOP
 JU2779'PORTIONS OF THE MAST HAVE BEEN DISMANTLED LEAVING THE TOWER ONLY
 JU2779'300 FEET IN HEIGHT.  THE TOWER NOW IS SQUARED-OFF AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2942 ***********************************************************************
 JU2942  DESIGNATION -  ATLANTIC CITY S CONSOLAN TOWER
 JU2942  PID         -  JU2942
 JU2942  STATE/COUNTY-  NJ/CAPE MAY
 JU2942  USGS QUAD   -  STONE HARBOR (1972)
 JU2942
 JU2942                         *CURRENT SURVEY CONTROL
 JU2942  ___________________________________________________________________
 JU2942* NAD 83(1996)-  39 07 28.34329(N)    074 45 54.50789(W)     ADJUSTED  
 JU2942* NAVD 88     -                                                        
 JU2942  ___________________________________________________________________
 JU2942  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 JU2942  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 JU2942
 JU2942  HORZ ORDER  -  THIRD
 JU2942
 JU2942.The horizontal coordinates were established by classical geodetic methods
 JU2942.and adjusted by the National Geodetic Survey in September 1999..
 JU2942
 JU2942
 JU2942.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2942
 JU2942.The geoid height was determined by GEOID03.
 JU2942
 JU2942;                    North         East     Units Scale Factor Converg.
 JU2942;SPC NJ       -    32,358.549   127,074.376   MT  0.99990647   -0 10 02.3
 JU2942;SPC NJ       -   106,163.01    416,909.85   sFT  0.99990647   -0 10 02.3
 JU2942;UTM  18      - 4,330,623.302   520,301.158   MT  0.99960507   +0 08 53.5
 JU2942
 JU2942                          SUPERSEDED SURVEY CONTROL
 JU2942
 JU2942  NAD 83(1991)-  39 07 28.32481(N)    074 45 54.50668(W) AD(       ) 4
 JU2942  NAD 83(1986)-  39 07 28.32483(N)    074 45 54.50673(W) AD(       ) 4
 JU2942  NAD 27      -  39 07 27.91000(N)    074 45 55.91900(W) AD(       ) 3
 JU2942
 JU2942.Superseded values are not recommended for survey control.
 JU2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2942.See file dsdata.txt to determine how the superseded data were derived.
 JU2942
 JU2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2030130623(NAD 83)
 JU2942_MARKER: 55 = TOWER
 JU2942
 JU2942  HISTORY     - Date     Condition        Report By
 JU2942  HISTORY     - 1956     FIRST OBSERVED   CGS
 JU2942
 JU2942                          STATION DESCRIPTION
 JU2942
 JU2942'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (CAS)
 JU2942'THE STATION IS LOCATED ABOUT 2 TENTH MILE EAST OF THE EAST SIDE
 JU2942'OF THE GARDEN STATE PARKWAY AND ABOUT .15 MILE NORTH OF THE
 JU2942'AVALON HIGHWAY.  THE TOWER IS A PIVOT TYPE GUYED TYPE OF TOWER
 JU2942'ABOUT 300 FEET HIGH AND IS IN THE WEST EDGE OF THE MARSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4943 ***********************************************************************
 KV4943  DESIGNATION -  ATLANTIC HIGHLANDS W MEAS MI
 KV4943  PID         -  KV4943
 KV4943  STATE/COUNTY-  NJ/MONMOUTH
 KV4943  USGS QUAD   -  SANDY HOOK (1981)
 KV4943
 KV4943                         *CURRENT SURVEY CONTROL
 KV4943  ___________________________________________________________________
 KV4943* NAD 83(1996)-  40 25 28.61213(N)    074 02 29.72564(W)     ADJUSTED  
 KV4943* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV4943  ___________________________________________________________________
 KV4943  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 KV4943  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV4943
 KV4943  HORZ ORDER  -  THIRD
 KV4943
 KV4943.The horizontal coordinates were established by classical geodetic methods
 KV4943.and adjusted by the National Geodetic Survey in September 1999..
 KV4943
 KV4943.The orthometric height was scaled from a topographic map.
 KV4943
 KV4943.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4943
 KV4943.The geoid height was determined by GEOID03.
 KV4943
 KV4943;                    North         East     Units Scale Factor Converg.
 KV4943;SPC NJ       -   176,759.244   188,897.992   MT  0.99991862   +0 17 50.1
 KV4943;SPC NJ       -   579,917.62    619,742.83   sFT  0.99991862   +0 17 50.1
 KV4943;UTM  18      - 4,475,327.959   581,301.182   MT  0.99968136   +0 37 17.4
 KV4943
 KV4943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4943!SPC NJ       -   1.00000482  x   0.99991862  =   0.99992344
 KV4943!UTM  18      -   1.00000482  x   0.99968136  =   0.99968618
 KV4943
 KV4943|---------------------------------------------------------------------|
 KV4943| PID    Reference Object                     Distance      Geod. Az  |
 KV4943|                                                           dddmmss.s |
 KV4943| CB6542 WEST REAR RANGE                                    20003     |
 KV4943| KV4982 SHB 6 USE 1932                      APPROX. 1.0 KM 2414240.2 |
 KV4943|---------------------------------------------------------------------|
 KV4943
 KV4943                          SUPERSEDED SURVEY CONTROL
 KV4943
 KV4943  NAD 83(1996)-  40 25 28.61163(N)    074 02 29.72550(W) AD(       ) 3
 KV4943  NAD 83(1986)-  40 25 28.61271(N)    074 02 29.72321(W) AD(       ) 3
 KV4943  NAD 27      -  40 25 28.22452(N)    074 02 31.23144(W) AD(       ) 3
 KV4943
 KV4943.Superseded values are not recommended for survey control.
 KV4943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4943.See file dsdata.txt to determine how the superseded data were derived.
 KV4943
 KV4943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8130175328(NAD 83)
 KV4943_MARKER: N = NAIL
 KV4943_SETTING: 0 = UNSPECIFIED SETTING
 KV4943
 KV4943  HISTORY     - Date     Condition        Report By
 KV4943  HISTORY     - 1970     MONUMENTED       NGS
 KV4943  HISTORY     - 1983     GOOD             USPSQD
 KV4943  HISTORY     - 19920728 GOOD             USPSQD
 KV4943
 KV4943                          STATION DESCRIPTION
 KV4943
 KV4943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JWD)
 KV4943'THE STATION IS LOCATED NEAR THE TOWN OF ATLANTIC HIGHLANDS, NEW
 KV4943'JERSEY WHICH IS ON THE SOUTH SHORE OF SANDY HOOK BAY.  IT IS
 KV4943'SPECIFICALLY LOCATED ON THE OFF-SHORE PLATFORM IN SANDY HOOK BAY
 KV4943'WHICH SUPPORTS THE DISCHARGE PIPES FOR THE ESSO REFINERY
 KV4943'CO. STORAGE DEPOT ASHORE.  IT IS MARKED BY A 3/8 INCH NAIL HEAD
 KV4943'WITH AN X CHISELED INTO IT.  THE NAIL HEAD IS WITHIN AND NEAR
 KV4943'THE APEX OF A TRIANGLE OF NAIL HEADS.  THE MARK IS 3.3 FEET
 KV4943'FROM THE NORTH INSIDE EDGE OF THE PLATFORM AND 9.03 FEET FROM
 KV4943'THE EAST INSIDE EDGE OF THE PLATFORM.
 KV4943'
 KV4943'THE BACK RANGE IS LOCATED ON THE PROPERTY OF THE ESSO REFINERY
 KV4943'CO. STORAGE DEPOT, ATLANTIC HIGHLANDS, NEW JERSEY.  IT IS SET IN
 KV4943'THE TOP OF THE NORTH (SEAWARD) CONCRETE FIRE WALL, 36 FEET FROM
 KV4943'THE WALLS NORTHEAST CORNER AND APPROXIMATELY 4.5 FEET ABOVE GROUND
 KV4943'LEVEL.  THE STATION IS A STANDARD REFERENCE MARK SET IN A DRILL
 KV4943'HOLE WITH CEMENT AND MARKED WEST REAR RANGE 1970.
 KV4943
 KV4943                          STATION RECOVERY (1983)
 KV4943
 KV4943'RECOVERY NOTE BY US POWER SQUADRON 1983 (DHB)
 KV4943'WEST REAR RANGE 1970 RECOVERED GOOD.
 KV4943'
 KV4943'THIS MARK SET IN A CONCRETE WALL JUST BEHIND THE TARGET POLE IS IN
 KV4943'GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.
 KV4943'
 KV4943'THE OFF SHORE MARK DESCRIBED AS A NAIL HEAD ON THE PIPE LINE PLATFORM
 KV4943'IS NOW COVERED BY A METAL BUILDING.  THE PLATFORM MAY ALSO HAVE BEEN
 KV4943'REPAIRED.  THE PAINTED TARGET HAS BEEN PUT ON THE BUILDING.
 KV4943
 KV4943                          STATION RECOVERY (1992)
 KV4943
 KV4943'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV4943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4945 ***********************************************************************
 KV4945  DESIGNATION -  ATLANTIC HIGHLANDS E MEAS MI
 KV4945  PID         -  KV4945
 KV4945  STATE/COUNTY-  NJ/MONMOUTH
 KV4945  USGS QUAD   -  SANDY HOOK (1981)
 KV4945
 KV4945                         *CURRENT SURVEY CONTROL
 KV4945  ___________________________________________________________________
 KV4945* NAD 83(1996)-  40 25 08.01302(N)    074 01 15.93531(W)     ADJUSTED  
 KV4945* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV4945  ___________________________________________________________________
 KV4945  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 KV4945  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KV4945
 KV4945  HORZ ORDER  -  THIRD
 KV4945
 KV4945.The horizontal coordinates were established by classical geodetic methods
 KV4945.and adjusted by the National Geodetic Survey in September 1999..
 KV4945
 KV4945.The orthometric height was scaled from a topographic map.
 KV4945
 KV4945.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4945
 KV4945.The geoid height was determined by GEOID03.
 KV4945
 KV4945;                    North         East     Units Scale Factor Converg.
 KV4945;SPC NJ       -   176,133.145   190,640.725   MT  0.99992032   +0 18 37.8
 KV4945;SPC NJ       -   577,863.49    625,460.45   sFT  0.99992032   +0 18 37.8
 KV4945;UTM  18      - 4,474,711.878   583,047.018   MT  0.99968489   +0 38 05.0
 KV4945
 KV4945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4945!SPC NJ       -   1.00000483  x   0.99992032  =   0.99992515
 KV4945!UTM  18      -   1.00000483  x   0.99968489  =   0.99968972
 KV4945
 KV4945|---------------------------------------------------------------------|
 KV4945| PID    Reference Object                     Distance      Geod. Az  |
 KV4945|                                                           dddmmss.s |
 KV4945| CB5863 EAST REAR RANGE                                    20004     |
 KV4945| KV4943 ATLANTIC HIGHLANDS W MEAS MI        APPROX. 1.9 KM 2900419.1 |
 KV4945|---------------------------------------------------------------------|
 KV4945
 KV4945                          SUPERSEDED SURVEY CONTROL
 KV4945
 KV4945  NAD 83(1996)-  40 25 08.01260(N)    074 01 15.93510(W) AD(       ) 3
 KV4945  NAD 83(1986)-  40 25 08.01375(N)    074 01 15.93274(W) AD(       ) 3
 KV4945  NAD 27      -  40 25 07.62261(N)    074 01 17.44480(W) AD(       ) 3
 KV4945
 KV4945.Superseded values are not recommended for survey control.
 KV4945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4945.See file dsdata.txt to determine how the superseded data were derived.
 KV4945
 KV4945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8304774712(NAD 83)
 KV4945_MARKER: DT = TOPOGRAPHIC STATION DISK
 KV4945_SETTING: 0 = UNSPECIFIED SETTING
 KV4945
 KV4945  HISTORY     - Date     Condition        Report By
 KV4945  HISTORY     - 1970     MONUMENTED       NGS
 KV4945  HISTORY     - 1983     GOOD             USPSQD
 KV4945  HISTORY     - 19920728 GOOD             USPSQD
 KV4945
 KV4945                          STATION DESCRIPTION
 KV4945
 KV4945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JWD)
 KV4945'THE STATIONS BROAD LOCATION IS IN THE TOWN OF ATLANTIC HIGHLANDS
 KV4945'NEW JERSEY, WHICH IS ON THE SOUTH SHORE OF SANDY HOOK BAY.  THE
 KV4945'SPECIFIC LOCATION IS ON THE BREAKWATER OF THE ATLANTIC HIGHLANDS
 KV4945'YACHT HARBOR.  IT IS 431 FEET WEST OF THE NAVIGATION LIGHT AT THE
 KV4945'EAST END OF THE BREAKWATER.  THE STATION IS A STANDARD
 KV4945'TOPOGRAPHIC MARKER SET IN A DRILL HOLE WITH CEMENT AND MARKED
 KV4945'EAST MI 1970.
 KV4945'
 KV4945'THE BACK RANGE IS LOCATED ACROSS THE HARBOR AND 180 FEET SOUTH OF
 KV4945'THE HIGHWATER LINE.  THIS IS ON THE SOUTH SIDE OF AN ABANDONED
 KV4945'RAILROAD BED.  IT IS EASILY ACCESSIBLE FROM A SMALL BOAT.  THE
 KV4945'STATION IS MARKED WITH A STANDARD REFERENCE MARK AND MARKED EAST
 KV4945'REAR RANGE 1970.  IT IS IN A 12 IN CONCRETE POST WITH 2 IN
 KV4945'PROJECTING ABOVE GROUND.
 KV4945
 KV4945                          STATION RECOVERY (1983)
 KV4945
 KV4945'RECOVERY NOTE BY US POWER SQUADRON 1983 (DHB)
 KV4945'MEASURED MILE EAST RECOVERED GOOD.
 KV4945'
 KV4945'MARK IS SET IN CONCRETE IN A ROCK ON THE TOP SURFACE OF THE ATLANTIC
 KV4945'HIGHLANDS JETTY.  IT IS AS PREVIOUSLY DESCRIBED 431 FEET WEST OF THE
 KV4945'NAVIGATION LIGHT ON THE END OF THE JETTY IT IS IN GOOD CONDITION
 KV4945'AND LOCATED AS PREVIOUSLY DESCRIBED.
 KV4945
 KV4945                          STATION RECOVERY (1992)
 KV4945
 KV4945'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV4945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4947 ***********************************************************************
 KV4947  DESIGNATION -  ATLANTIC HIGHLANDS GS LGE TK
 KV4947  PID         -  KV4947
 KV4947  STATE/COUNTY-  NJ/MONMOUTH
 KV4947  USGS QUAD   -  SANDY HOOK (1981)
 KV4947
 KV4947                         *CURRENT SURVEY CONTROL
 KV4947  ___________________________________________________________________
 KV4947* NAD 83(1996)-  40 24 38.49682(N)    074 02 31.97933(W)     ADJUSTED  
 KV4947* NAVD 88     -                                                        
 KV4947  ___________________________________________________________________
 KV4947  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 KV4947  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV4947
 KV4947  HORZ ORDER  -  THIRD
 KV4947
 KV4947.The horizontal coordinates were established by classical geodetic methods
 KV4947.and adjusted by the National Geodetic Survey in September 1999..
 KV4947
 KV4947
 KV4947.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4947
 KV4947.The geoid height was determined by GEOID03.
 KV4947
 KV4947;                    North         East     Units Scale Factor Converg.
 KV4947;SPC NJ       -   175,213.299   188,852.878   MT  0.99991858   +0 17 48.4
 KV4947;SPC NJ       -   574,845.63    619,594.82   sFT  0.99991858   +0 17 48.4
 KV4947;UTM  18      - 4,473,782.150   581,264.825   MT  0.99968129   +0 37 15.3
 KV4947
 KV4947                          SUPERSEDED SURVEY CONTROL
 KV4947
 KV4947  NAD 83(1986)-  40 24 38.49726(N)    074 02 31.97851(W) AD(       ) 4
 KV4947  NAD 27      -  40 24 38.11000(N)    074 02 33.48000(W) AD(       ) 3
 KV4947
 KV4947.Superseded values are not recommended for survey control.
 KV4947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4947.See file dsdata.txt to determine how the superseded data were derived.
 KV4947
 KV4947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8126573782(NAD 83)
 KV4947_MARKER: 51 = TANK
 KV4947
 KV4947  HISTORY     - Date     Condition        Report By
 KV4947  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4947  HISTORY     - 19970905 MARK NOT FOUND   USPSQD
 KV4947
 KV4947                          STATION DESCRIPTION
 KV4947
 KV4947'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4947'THE LARGEST GAS STORAGE TANK (IN A GROUP OF THREE) OF THE COUNTY GAS
 KV4947'CO., N OF VALLEY DRIVE AND WITHIN THE TRIANGLE FORMED BY THE TWO
 KV4947'DOCK SPURS AND MAIN LINE OF THE CENTRAL RAILROAD OF NEW JERSEY.  IT
 KV4947'IS AN ORDINARY FLAT-TOPPED, CYLINDRICAL, BLACK, IRON TANK, 30.9
 KV4947'METERS IN DIAMETER.  THERE IS A DIRECTION ARROW (N) PAINTED ATOP
 KV4947'THIS TANK FOR AERIAL USE.
 KV4947'
 KV4947'THE STATION IS THE TOP-CENTER, APPROXIMATELY 100 FEET ABOVE GROUND.
 KV4947'
 KV4947'THE ACCOMPANYING SMALLER TANKS LIE TO THE NORTHWARD, THE NEARER
 KV4947'15.5 METERS IN DIAMETER, THE FARTHER 22.6 METERS IN DIAMETER,
 KV4947'BOTH APPROXIMATELY 75 FEET HIGH.
 KV4947
 KV4947                          STATION RECOVERY (1997)
 KV4947
 KV4947'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV4947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4948 ***********************************************************************
 KV4948  DESIGNATION -  ATLANTIC HIGHLANDS FP ON RIDGE
 KV4948  PID         -  KV4948
 KV4948  STATE/COUNTY-  NJ/MONMOUTH
 KV4948  USGS QUAD   -  SANDY HOOK (1981)
 KV4948
 KV4948                         *CURRENT SURVEY CONTROL
 KV4948  ___________________________________________________________________
 KV4948* NAD 83(1996)-  40 24 37.88092(N)    074 00 42.04247(W)     ADJUSTED  
 KV4948* NAVD 88     -                                                        
 KV4948  ___________________________________________________________________
 KV4948  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 KV4948  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV4948
 KV4948  HORZ ORDER  -  THIRD
 KV4948
 KV4948.The horizontal coordinates were established by classical geodetic methods
 KV4948.and adjusted by the National Geodetic Survey in September 1999..
 KV4948
 KV4948
 KV4948.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4948
 KV4948.The geoid height was determined by GEOID03.
 KV4948
 KV4948;                    North         East     Units Scale Factor Converg.
 KV4948;SPC NJ       -   175,208.176   191,444.807   MT  0.99992114   +0 18 59.6
 KV4948;SPC NJ       -   574,828.82    628,098.50   sFT  0.99992114   +0 18 59.6
 KV4948;UTM  18      - 4,473,791.689   583,856.130   MT  0.99968656   +0 38 26.6
 KV4948
 KV4948                          SUPERSEDED SURVEY CONTROL
 KV4948
 KV4948  NAD 83(1986)-  40 24 37.88124(N)    074 00 42.04198(W) AD(       ) 4
 KV4948  NAD 27      -  40 24 37.49500(N)    074 00 43.54700(W) AD(       ) 3
 KV4948
 KV4948.Superseded values are not recommended for survey control.
 KV4948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4948.See file dsdata.txt to determine how the superseded data were derived.
 KV4948
 KV4948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8385673792(NAD 83)
 KV4948_MARKER: 62 = FLAGPOLE
 KV4948
 KV4948  HISTORY     - Date     Condition        Report By
 KV4948  HISTORY     - 1926     FIRST OBSERVED   CGS
 KV4948  HISTORY     - 1932     POOR             CGS
 KV4948  HISTORY     - 1940     POOR             CGS
 KV4948  HISTORY     - 19970905 MARK NOT FOUND   USPSQD
 KV4948  HISTORY     - 20010823 MARK NOT FOUND   USPSQD
 KV4948
 KV4948                          STATION DESCRIPTION
 KV4948
 KV4948'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (RFS)
 KV4948'A PROMINENT FLAGPOLE ON THE HIGH BLUFF BETWEEN HIGHLANDS AND
 KV4948'ATLANTIC HIGHLANDS.  THIS FLAGPOLE IS VISIBLE FROM PRACTICALLY
 KV4948'ALL OF SANDY HOOK BAY.  IT LIES ON THE S SIDE AND CLOSE TO THE
 KV4948'OCEAN BOULEVARD THAT RUNS ALONG THE BLUFF.  IT RESTS IN PRIVATE
 KV4948'GROUNDS, A LARGE HOUSE BEING CLOSE BY.  THIS STATION WAS
 KV4948'NEITHER OCCUPIED NOR VISITED.
 KV4948
 KV4948                          STATION RECOVERY (1932)
 KV4948
 KV4948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4948'RECOVERED, IN POOR CONDITION, FROM THE ORIGINAL DESCRIPTION.  THE
 KV4948'FLAGPOLE WAS STRUCK BY LIGHTNING IN 1929 AND DESTROYED SO THAT
 KV4948'THERE REMAINS ONLY THE CONCRETE BASE AND ABOUT 4 INCHES OF THE
 KV4948'FLAGPOLE.
 KV4948'
 KV4948'A COMPLETE DESCRIPTION FOLLOWS--THIS STATION IS IN ATLANTIC
 KV4948'HIGHLANDS, ON THE S SIDE OF OCEAN BOULEVARD, IN THE LAWN OF THE
 KV4948'RESIDENCE OF MR. WEILER AND NE OF SAME.  IT IS THE REMAINS OF A
 KV4948'FLAGPOLE SET IN A CONCRETE BASE.
 KV4948'
 KV4948'THE STATION IS THE CENTER OF THE REMAINING STUB OF THE
 KV4948'FLAGPOLE.  REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4948'
 KV4948'TO CENTER LINE OF OCEAN BOULEVARD--18.70 METERS.
 KV4948'
 KV4948'TO NE CORNER OF WEILER HOUSE--11.55 METERS.
 KV4948'
 KV4948'TO NW CORNER OF WEILER HOUSE--19.55 METERS.
 KV4948'
 KV4948'TO NE CORNER OF WEILER GARAGE--23.80 METERS.
 KV4948'
 KV4948'TO NW CORNER OF WEILER GARAGE--24.40 METERS.
 KV4948'
 KV4948'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD
 KV4948'SET-UPS OVER THE STUB OF THE POLE.  THE VISIBILITY IS EXCELLENT
 KV4948'TOWARD STATEN ISLAND AND SANDY HOOK.
 KV4948
 KV4948                          STATION RECOVERY (1940)
 KV4948
 KV4948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KV4948'STATION RECOVERED.  1932 DESCRIPTION ADEQUATE.
 KV4948
 KV4948                          STATION RECOVERY (1997)
 KV4948
 KV4948'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV4948'MARK NOT FOUND.
 KV4948
 KV4948                          STATION RECOVERY (2001)
 KV4948
 KV4948'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAL)
 KV4948'WEILER RESIDENCE NOT RECOGNIZED BY NEIBORS. NEW HOUSE ON COORDINATE
 KV4948'SITE. TOTAL SITE RECONSTRUCTED. FOUND CONCRETE BASE WITH GOEDETIC DISC
 KV4948'MARKED 1932. BASE IS 12 INCHES SQUARE AND 14 INCHES SQUARE. LOCATED IN
 KV4948'FLOWER GARDEN 25 FEET FORM CENTER LINE OF ASPHALT DRIVEWAY. BUILDING
 KV4948'OWNER BURMEISTER, 351 OCEAN BOULEVARD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4949 ***********************************************************************
 KV4949  DESIGNATION -  ATLANTIC HIGHLANDS TANK
 KV4949  PID         -  KV4949
 KV4949  STATE/COUNTY-  NJ/MONMOUTH
 KV4949  USGS QUAD   -  SANDY HOOK (1981)
 KV4949
 KV4949                         *CURRENT SURVEY CONTROL
 KV4949  ___________________________________________________________________
 KV4949* NAD 83(1996)-  40 24 34.67158(N)    074 01 35.67994(W)     ADJUSTED  
 KV4949* NAVD 88     -                                                        
 KV4949  ___________________________________________________________________
 KV4949  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 KV4949  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KV4949
 KV4949  HORZ ORDER  -  THIRD
 KV4949
 KV4949.The horizontal coordinates were established by classical geodetic methods
 KV4949.and adjusted by the National Geodetic Survey in September 1999..
 KV4949
 KV4949
 KV4949.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4949
 KV4949.The geoid height was determined by GEOID03.
 KV4949
 KV4949;                    North         East     Units Scale Factor Converg.
 KV4949;SPC NJ       -   175,102.312   190,180.800   MT  0.99991987   +0 18 24.8
 KV4949;SPC NJ       -   574,481.50    623,951.51   sFT  0.99991987   +0 18 24.8
 KV4949;UTM  18      - 4,473,678.703   582,593.039   MT  0.99968397   +0 37 51.8
 KV4949
 KV4949                          SUPERSEDED SURVEY CONTROL
 KV4949
 KV4949  NAD 83(1986)-  40 24 34.67204(N)    074 01 35.67938(W) AD(       ) 4
 KV4949  NAD 27      -  40 24 34.28000(N)    074 01 37.18000(W) AD(       ) 3
 KV4949
 KV4949.Superseded values are not recommended for survey control.
 KV4949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4949.See file dsdata.txt to determine how the superseded data were derived.
 KV4949
 KV4949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8259373679(NAD 83)
 KV4949_MARKER: 51 = TANK
 KV4949
 KV4949  HISTORY     - Date     Condition        Report By
 KV4949  HISTORY     - 1899     FIRST OBSERVED   CGS
 KV4949  HISTORY     - 1926     GOOD             CGS
 KV4949  HISTORY     - 19950717 MARK NOT FOUND   USPSQD
 KV4949  HISTORY     - 19970905 MARK NOT FOUND   USPSQD
 KV4949
 KV4949                          STATION DESCRIPTION
 KV4949
 KV4949'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (RFS)
 KV4949'TANK WAS FOUND AS ORIGINALLY DESCRIBED.  THE CROSS COULD NOT
 KV4949'BE RECOVERED, DUE TO THE CORROSION OF THE RIVET HEADS, BUT THE
 KV4949'STATION WAS IDENTIFIED BY COUNTING THE RIVETS AS SHOWN ON THE
 KV4949'ORIGINAL SKETCH.  THE TOP OF THE TANK IS IN A DILAPIDATED
 KV4949'STATE, SOME OF THE PLATES BEING RUSTED THROUGH ENTIRELY AND
 KV4949'CANNOT BE OCCUPIED WELL WITHOUT PUTTING A PLATFORM OVER THE
 KV4949'STATION.
 KV4949'
 KV4949'THE TANK IS NO LONGER A LANDMARK AS TREES HAVE OBSCURED IT
 KV4949'FROM THE BAY.  A SIGNAL WAS ERECTED AND OBSERVED ON FROM SANDY
 KV4949'HOOK LIGHTHOUSE AND CHAPEL HILL BEACON LIGHTHOUSE.
 KV4949
 KV4949                          STATION RECOVERY (1995)
 KV4949
 KV4949'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4949'MARK NOT FOUND.
 KV4949
 KV4949                          STATION RECOVERY (1997)
 KV4949
 KV4949'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV4949'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6983 ***********************************************************************
 KV6983  DESIGNATION -  ATLANTIC PSEG
 KV6983  PID         -  KV6983
 KV6983  STATE/COUNTY-  NJ/MONMOUTH
 KV6983  USGS QUAD   -  LONG BRANCH (1981)
 KV6983
 KV6983                         *CURRENT SURVEY CONTROL
 KV6983  ___________________________________________________________________
 KV6983* NAD 83(1996)-  40 15 18.79587(N)    074 06 58.74969(W)     ADJUSTED  
 KV6983* NAVD 88     -        36.8    (meters)     121.     (feet)  GPS OBS   
 KV6983  ___________________________________________________________________
 KV6983  X           -   1,334,064.273 (meters)                     COMP
 KV6983  Y           -  -4,688,336.823 (meters)                     COMP
 KV6983  Z           -   4,099,656.619 (meters)                     COMP
 KV6983  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 KV6983  ELLIP HEIGHT-           4.26  (meters)          (10/23/02) GPS OBS
 KV6983  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KV6983
 KV6983  HORZ ORDER  -  FIRST
 KV6983  ELLP ORDER  -  FOURTH    CLASS I
 KV6983
 KV6983.The horizontal coordinates were established by GPS observations
 KV6983.and adjusted by the National Geodetic Survey in May 1999..
 KV6983
 KV6983.The orthometric height was determined by GPS observations and a
 KV6983.high-resolution geoid model.
 KV6983
 KV6983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6983
 KV6983.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6983
 KV6983.The ellipsoidal height was determined by GPS observations
 KV6983.and is referenced to NAD 83.
 KV6983
 KV6983.The geoid height was determined by GEOID03.
 KV6983
 KV6983;                    North         East     Units Scale Factor Converg.
 KV6983;SPC NJ       -   157,921.196   182,638.440   MT  0.99991311   +0 14 52.6
 KV6983;SPC NJ       -   518,113.12    599,206.28   sFT  0.99991311   +0 14 52.6
 KV6983;UTM  18      - 4,456,459.387   575,149.632   MT  0.99966952   +0 34 15.8
 KV6983
 KV6983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6983!SPC NJ       -   0.99999933  x   0.99991311  =   0.99991244
 KV6983!UTM  18      -   0.99999933  x   0.99966952  =   0.99966885
 KV6983
 KV6983                          SUPERSEDED SURVEY CONTROL
 KV6983
 KV6983  ELLIP H (05/14/99)    4.25   (m)                       GP(       ) 4 1
 KV6983  NAD 83(1986)-  40 15 18.79675(N)    074 06 58.75248(W) AD(       ) 1
 KV6983
 KV6983.Superseded values are not recommended for survey control.
 KV6983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6983.See file dsdata.txt to determine how the superseded data were derived.
 KV6983
 KV6983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7515056459(NAD 83)
 KV6983_MARKER: DD = SURVEY DISK
 KV6983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6983_SP_SET: CONCRETE POST
 KV6983_STAMPING: ATLANTIC
 KV6983_MARK LOGO: PSEG  
 KV6983_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6983+STABILITY: SURFACE MOTION
 KV6983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6983+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1993
 KV6983
 KV6983  HISTORY     - Date     Condition        Report By
 KV6983  HISTORY     - UNK      MONUMENTED       PSEG
 KV6983  HISTORY     - 19930310 GOOD             NJGS
 KV6983
 KV6983                          STATION DESCRIPTION
 KV6983
 KV6983'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV6983'THE STATION IS LOCATED IN COLTS NECK TOWNSHIP WITHIN THE BOUNDARY OF
 KV6983'THE ATLANTIC SUBSTATION OF THE JERSEY CENTRAL POWER AND LIGHT
 KV6983'COMPANY.  TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 KV6983'33 AND COUNTY ROAD 547, SHAFTO ROAD, GO NORTH ON COUNTY ROAD 547 FOR
 KV6983'2.4 MI (3.9 KM) TO THE INTERSECTION WITH ASBURY AVENUE.  TURN LEFT
 KV6983'AND GO 1.0 MI (1.6 KM) TO THE DRIVEWAY LEADING TO THE ATLANTIC
 KV6983'SUBSTATION ON THE LEFT. TURN LEFT AND GO 42 M (137.8 FT) TO THE
 KV6983'STATION ON THE RIGHT.  THE STATION IS 5.2 M (17.1 FT) NORTHEAST FROM
 KV6983'THE SOUTHEAST CORNER OF A ONE STORY CONCRETE BUILDING, 12.4 M
 KV6983'(40.7 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF A ONE STORY CONCRETE
 KV6983'BUILDING, 42.8 M (140.4 FT) SOUTHWEST FROM THE CENTERLINE OF ASBURY
 KV6983'AVENUE, 17.5 M (57.4 FT) NORTH FROM THE SOUTHEAST CORNER OF A CHAIN
 KV6983'LINK FENCE SURROUNDING THE ATLANTIC SUBSTATION AND 0.8 M (2.6 FT)
 KV6983'SOUTHEAST FROM A WOOD PILING GUIDE RAIL.  THE STATION IS SET FLUSH
 KV6983'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4077 ***********************************************************************
 JU4077  DESIGNATION -  ATLANTIC RESET
 JU4077  PID         -  JU4077
 JU4077  STATE/COUNTY-  NJ/ATLANTIC
 JU4077  USGS QUAD   -  OCEANVILLE (1989)
 JU4077
 JU4077                         *CURRENT SURVEY CONTROL
 JU4077  ___________________________________________________________________
 JU4077* NAD 83(1986)-  39 22 56.     (N)    074 25 42.     (W)     SCALED    
 JU4077* NAVD 88     -         1.812  (meters)       5.94   (feet)  ADJUSTED  
 JU4077  ___________________________________________________________________
 JU4077  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 JU4077  DYNAMIC HT  -           1.811 (meters)       5.94  (feet)  COMP
 JU4077  MODELED GRAV-     980,110.3   (mgal)                       NAVD 88
 JU4077
 JU4077  VERT ORDER  -  SECOND    CLASS I
 JU4077
 JU4077.The horizontal coordinates were scaled from a topographic map and have
 JU4077.an estimated accuracy of +/- 6 seconds.
 JU4077
 JU4077.The orthometric height was determined by differential leveling
 JU4077.and adjusted by the National Geodetic Survey in March 2001..
 JU4077.No vertical observational check was made to the station.
 JU4077
 JU4077.The geoid height was determined by GEOID03.
 JU4077
 JU4077.The dynamic height is computed by dividing the NAVD 88
 JU4077.geopotential number by the normal gravity value computed on the
 JU4077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4077.degrees latitude (g = 980.6199 gals.).
 JU4077
 JU4077.The modeled gravity was interpolated from observed gravity values.
 JU4077
 JU4077;                    North         East    Units  Estimated Accuracy
 JU4077;SPC NJ       -    60,930.      156,170.      MT  (+/- 180 meters Scaled)
 JU4077
 JU4077                          SUPERSEDED SURVEY CONTROL
 JU4077
 JU4077  NAVD 88 (06/15/91)    1.802  (m)            5.91   (f) UNKNOWN     1 2
 JU4077  NGVD 29 (01/10/92)    2.206  (m)            7.24   (f) ADJUSTED    1 2
 JU4077
 JU4077.Superseded values are not recommended for survey control.
 JU4077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4077.See file dsdata.txt to determine how the superseded data were derived.
 JU4077
 JU4077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ492593(NAD 83)
 JU4077_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4077_SP_SET: CONCRETE POST
 JU4077_STAMPING: ATLANTIC 1932 1981
 JU4077_MARK LOGO: NGS   
 JU4077_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4077+STABILITY: SURFACE MOTION
 JU4077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4077+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1996
 JU4077
 JU4077  HISTORY     - Date     Condition        Report By
 JU4077  HISTORY     - 1981     MONUMENTED       NGS
 JU4077  HISTORY     - 1981     GOOD             RBNF
 JU4077  HISTORY     - 19891103 GOOD             NJGS
 JU4077  HISTORY     - 19900808 GOOD             NJGS
 JU4077  HISTORY     - 19960913 GOOD             NJGS
 JU4077
 JU4077                          STATION DESCRIPTION
 JU4077
 JU4077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (RGP)
 JU4077'THE STATION WAS RECOVERED AT THIS DATE.
 JU4077'THE STATION SURFACE MARK AND REFERENCE MARK 1 WERE FOUND DESTROYED.
 JU4077'THE STATION SUBSURFACE MARK WAS FOUND IN GOOD CONDITION UNDER THE
 JU4077'SHOULDER OF A NEWLY PAVED ROAD.  REFERENCE MARK 4 WAS FOUND IN GOOD
 JU4077'CONDITION.  A NEW SURFACE MARK WAS SET AND A NEW REFERENCE MARK 7
 JU4077'ESTABLISHED.  A SHORTER DISTANCE OF 0.09 FOOT WAS FOUND TO
 JU4077'REFERENCE MARK 4.  A SEARCH WAS MADE FOR THE AZIMUTH MARK,
 JU4077'BUT IT WAS NOT FOUND.
 JU4077'
 JU4077'THE FORMER LOCATION IS STILL ADEQUATE.
 JU4077'
 JU4077'THE MOST RECENT TO REACH IS STILL ADEQUATE.
 JU4077'
 JU4077'THE STATION IS A STANDARD NGS DISK
 JU4077'STAMPED---ATLANTIC 1932 1981---,
 JU4077'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU4077'24 CM ON SIDE RECESSED 8 CM BELOW GROUND.  LOCATED
 JU4077'8.81 METERS (28.9 FT) WEST-NORTHWEST FROM THE CENTER OF THE ROAD,
 JU4077'4.6 METERS (15.1 FT) NORTHEAST FROM A POWER POLE BT 41AC A18428,
 JU4077'1.68 METERS (5.5 FT) WEST FROM A POWER POLE GUY ANCHOR AND
 JU4077'0.49 METERS (1.6 FT) SOUTHEAST FROM A WITNESS POST.
 JU4077'THE UNDERGROUND MARK IS A STANDARD CGS DISK
 JU4077'STAMPED---ATLANTIC 1932---,
 JU4077'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 JU4077'
 JU4077'REFERENCE MARK NO. 4 IS A STANDARD NGS DISK
 JU4077'STAMPED---ATLANTIC 1932 NO 4 1973---,
 JU4077'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU4077'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JU4077'7.56 METERS (24.8 FT) EAST-SOUTHEAST FROM THE CENTER OF THE ROAD,
 JU4077'0.55 METERS (1.8 FT) SOUTH-SOUTHWEST FROM A POWER POLE 2544 ACE AND
 JU4077'0.49 METERS (1.6 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 JU4077'MARK IS LEVEL WITH THE STATION.
 JU4077'
 JU4077'REFERENCE MARK NO. 7 IS A STANDARD NGS DISK
 JU4077'STAMPED---ATLANTIC 1932 NO 7 1981---,
 JU4077'SET INTO A DRILL HOLE IN A CONCRETE WATER SHED SLAB ABOUT 50 METERS
 JU4077'SOUTHEAST OF THE HARRAH CASINO.
 JU4077'6.40 METERS (21.0 FT) EAST SOUTHEAST OF THE CENTER OF THE ROAD,
 JU4077'0.91 METERS (3.0 FT) NORTHWEST FROM A POWER POLE 2547 ACE AND
 JU4077'0.24 METERS (0.8 FT) WEST-NORTHWEST FROM A CURVED CURB ON THE EAST
 JU4077'SIDE OF THE ROAD.
 JU4077'MARK IS LEVEL WITH THE STATION.
 JU4077'
 JU4077'DESCRIBED BY R G POUST.
 JU4077
 JU4077                          STATION RECOVERY (1981)
 JU4077
 JU4077'RECOVERY NOTE BY RESEARCHED BUT NOT FOUND 1981
 JU4077'RECOVERED IN GOOD CONDITION.
 JU4077
 JU4077                          STATION RECOVERY (1989)
 JU4077
 JU4077'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 JU4077'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE WEST SIDE OF OLD
 JU4077'BRIGANTINE BOULEVARD.  TO REACH THE STATION FROM THE JUNCTION OF
 JU4077'BRIGANTINE BOULEVARD, STATE HIGHWAY ROUTE 87 AND HURON AVENUE AND
 JU4077'MARYLAND AVENUE, GO NORTH ON ROUTE 87 TOWARD THE BRIDGE OVER ABSECON
 JU4077'INLET, KEEPING RIGHT TAKE THE U TURN, VERMONT AVENUE, TO HARRAHS
 JU4077'CASINO AND OLD BRIGANTINE BOULEVARD, TURN LEFT AND GO 0.4 KM
 JU4077'(0.2 MI) SOUTHWEST ON BRIGANTINE BOULEVARD TO THE STATION ON THE
 JU4077'RIGHT.  THE STATION IS 8.5 M (27.9 FT) NORTHWEST OF THE CENTERLINE OF
 JU4077'OLD BRIGANTINE BOULEVARD, 16.5 M (54.1 FT) WEST OF POLE 2545, 4.7 M
 JU4077'(15.4 FT) NORTH OF POLE BT 41 AC AND 1.4 M (4.6 FT) WEST OF THE GUY
 JU4077'WIRE LEADING INTO THE GROUND.  THE STATION IS ABOUT 0.2 M (0.7 FT)
 JU4077'BELOW THE GROUND, IN TALL REEDS.
 JU4077
 JU4077                          STATION RECOVERY (1990)
 JU4077
 JU4077'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU4077'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE WEST SIDE OF OLD
 JU4077'BRIGANTINE BOULEVARD.  TO REACH THE STATION FROM THE JUNCTION OF
 JU4077'BRIGANTINE BOULEVARD, STATE ROUTE 87 AND HURON AND MARYLAND AVENUES,
 JU4077'GO NORTH ON NJ ROUTE 87 TOWARD THE BRIDGE OVER THE ABSECON INLET,
 JU4077'KEEPING RIGHT, TAKE THE U TURN, VERMONT AVENUE, TO HARRAHS CASINO AND
 JU4077'OLD BRIGANTINE BOULEVARD, TURN LEFT AND GO 0.4 KM (0.2 MI) SOUTHWEST
 JU4077'ON OLD BRIGANTINE BOULEVARD TO POLE BT 41 AC AND THE STATION ON THE
 JU4077'RIGHT. THE STATION IS 8.5 M (27.9 FT) NORTHWEST OF THE BOULEVARD
 JU4077'CENTERLINE, 16.5 M (54.1 FT) WEST OF POLE 2545, 4.7 M (15.4 FT) NORTH
 JU4077'OF POLE BT 41 AC, 1.4 M (4.6 FT) WEST OF THE EYE END OF THE GUY
 JU4077'ANCHOR OF POLE BT 41 AC AND 0.2 M (0.7 FT) BELOW THE GROUND IN TALL
 JU4077'HORSE TAIL WEEDS.
 JU4077
 JU4077                          STATION RECOVERY (1996)
 JU4077
 JU4077'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU4077'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS
 JU4077'16.7 M (54.8 FT) WEST FROM AND ACROSS THE BOULEVARD FROM POLE NUMBER
 JU4077'A2545, 8.5 M (27.9 FT) WEST NORTHWEST FROM THE CENTERLINE OF OLD
 JU4077'BRIGANTINE BOULEVARD, 24.0 M (78.7 FT) NORTH FROM METAL LIGHT POLE
 JU4077'NUMBER A 39257C, 1.3 M (4.3 FT) WEST FROM THE SOUTHERLY OF TWO
 JU4077'ABANDONED GUY ANCHORS, 1.9 M (6.2 FT) SOUTHWEST FROM THE NORTHERLY OF
 JU4077'TWO GUY ANCHORS AND 37.5 M (123.0 FT) NORTH FROM RM NUMBER 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4079 ***********************************************************************
 JU4079  TIDAL BM    -  This is a Tidal Bench Mark.
 JU4079  DESIGNATION -  ATLANTIC RM 4
 JU4079  PID         -  JU4079
 JU4079  STATE/COUNTY-  NJ/ATLANTIC
 JU4079  USGS QUAD   -  OCEANVILLE (1989)
 JU4079
 JU4079                         *CURRENT SURVEY CONTROL
 JU4079  ___________________________________________________________________
 JU4079* NAD 83(1986)-  39 22 59.     (N)    074 25 41.     (W)     SCALED    
 JU4079* NAVD 88     -         1.724  (meters)       5.66   (feet)  ADJUSTED  
 JU4079  ___________________________________________________________________
 JU4079  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JU4079  DYNAMIC HT  -           1.724 (meters)       5.66  (feet)  COMP
 JU4079  MODELED GRAV-     980,110.5   (mgal)                       NAVD 88
 JU4079
 JU4079  VERT ORDER  -  FIRST     CLASS II
 JU4079
 JU4079.The horizontal coordinates were scaled from a topographic map and have
 JU4079.an estimated accuracy of +/- 6 seconds.
 JU4079
 JU4079.The orthometric height was determined by differential leveling
 JU4079.and adjusted by the National Geodetic Survey in June 1991..
 JU4079
 JU4079.This Tidal Bench Mark is designated as VM 2711
 JU4079.by the Center for Operational Oceanographic Products and Services.
 JU4079
 JU4079.The geoid height was determined by GEOID03.
 JU4079
 JU4079.The dynamic height is computed by dividing the NAVD 88
 JU4079.geopotential number by the normal gravity value computed on the
 JU4079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4079.degrees latitude (g = 980.6199 gals.).
 JU4079
 JU4079.The modeled gravity was interpolated from observed gravity values.
 JU4079
 JU4079;                    North         East    Units  Estimated Accuracy
 JU4079;SPC NJ       -    61,030.      156,200.      MT  (+/- 180 meters Scaled)
 JU4079
 JU4079                          SUPERSEDED SURVEY CONTROL
 JU4079
 JU4079  NGVD 29 (01/10/92)    2.128  (m)            6.98   (f) ADJUSTED    1 2
 JU4079
 JU4079.Superseded values are not recommended for survey control.
 JU4079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4079.See file dsdata.txt to determine how the superseded data were derived.
 JU4079
 JU4079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ492594(NAD 83)
 JU4079_MARKER: DR = REFERENCE MARK DISK
 JU4079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4079_SP_SET: CONCRETE POST
 JU4079_STAMPING: ATLANTIC 1932 NO 4 1973
 JU4079_MARK LOGO: NGS   
 JU4079_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4079+STABILITY: SURFACE MOTION
 JU4079_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4079+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1996
 JU4079
 JU4079  HISTORY     - Date     Condition        Report By
 JU4079  HISTORY     - 1973     MONUMENTED       NGS
 JU4079  HISTORY     - 19891103 GOOD             NJGS
 JU4079  HISTORY     - 19960913 GOOD             NJGS
 JU4079
 JU4079                          STATION DESCRIPTION
 JU4079
 JU4079'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 JU4079'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE EAST SIDE OF OLD
 JU4079'BRIGANTINE BOULEVARD.  TO REACH THE STATION FROM THE JUNCTION OF
 JU4079'BRIGANTINE BOULEVARD, STATE HIGHWAY ROUTE 87 AND HURON AVENUE AND
 JU4079'MARYLAND AVENUE, GO NORTH ON ROUTE 87 TOWARD BRIGANTINE, KEEPING
 JU4079'RIGHT TAKE THE U TURN, VERMONT AVENUE, TO HARRAHS CASINO AND OLD
 JU4079'BRIGANTINE BOULEVARD, TURN LEFT AND GO 0.45 KM (0.28 MI) SOUTHWEST ON
 JU4079'OLD BRIGANTINE BOULEVARD TO THE STATION ON THE LEFT.  IT IS 7.75 M
 JU4079'(25.43 FT) EAST OF THE CENTERLINE OF OLD BRIGANTINE BOULEVARD, 0.7 M
 JU4079'(2.3 FT) SOUTH OF POLE NUMBER 2544, 35.05 M (114.99 FT) NORTH OF POLE
 JU4079'NUMBER 2543, 4.3 M (14.1 FT) NORTHWEST OF THE SECOND LIGHT POST FROM
 JU4079'THE SOUTHWEST END OF THE PARKING AREA FOR HARRAHS, 37.4 M (122.7 FT)
 JU4079'SOUTHEAST OF TRIANGULATION STATION ATLANTIC, 102.8 M (337.3 FT) SOUTH
 JU4079'OF ATLANTIC RM 7, 1.65 M (5.41 FT) NORTH OF A WITNESS POST AND ABOUT
 JU4079'0.3 M (1.0 FT) BELOW THE GROUND.
 JU4079
 JU4079                          STATION RECOVERY (1996)
 JU4079
 JU4079'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU4079'RECOVERED AS DESCRIBED WIOTH THE FOLLOWING CHANGES.  THE STATION IS
 JU4079'9.8 M (32.2 FT) NORTH NORTHEAST FROM POLE NUMBER A2544, 4.8 M (15.7
 JU4079'FT) WEST NORTHWEST FROM A SQUARE METAL LIGHT POLE WITH A 2 FT (0.6 M)
 JU4079'DIAMETER CONCRETE FOUNDATION, 7.7 M (25.3 FT) EAST FROM THE CENTERLINE
 JU4079'OF OLD BRIGANTINE BOULEVARD, 0.4 M (1.3 FT) NORTH FROM A METAL WITNESS
 JU4079'POST, 16.5 M (54.1 FT) SOUTH SOUTHEAST FROM AND ACROSS THE BOULEVARD
 JU4079'FROM METAL LIGHT POLE NUMBER A 39257 C AND 37.5 M (123.0 FT) SOUTH
 JU4079'FROM TRIANGULATION STATION ATLANTIC RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4078 ***********************************************************************
 JU4078  DESIGNATION -  ATLANTIC RM 7
 JU4078  PID         -  JU4078
 JU4078  STATE/COUNTY-  NJ/ATLANTIC
 JU4078  USGS QUAD   -  OCEANVILLE (1989)
 JU4078
 JU4078                         *CURRENT SURVEY CONTROL
 JU4078  ___________________________________________________________________
 JU4078* NAD 83(1986)-  39 22 57.     (N)    074 25 41.     (W)     SCALED    
 JU4078* NAVD 88     -         2.076  (meters)       6.81   (feet)  ADJUSTED  
 JU4078  ___________________________________________________________________
 JU4078  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 JU4078  DYNAMIC HT  -           2.075 (meters)       6.81  (feet)  COMP
 JU4078  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 JU4078
 JU4078  VERT ORDER  -  SECOND    CLASS I
 JU4078
 JU4078.The horizontal coordinates were scaled from a topographic map and have
 JU4078.an estimated accuracy of +/- 6 seconds.
 JU4078
 JU4078.The orthometric height was determined by differential leveling
 JU4078.and adjusted by the National Geodetic Survey in March 2001..
 JU4078.No vertical observational check was made to the station.
 JU4078
 JU4078.The geoid height was determined by GEOID03.
 JU4078
 JU4078.The dynamic height is computed by dividing the NAVD 88
 JU4078.geopotential number by the normal gravity value computed on the
 JU4078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4078.degrees latitude (g = 980.6199 gals.).
 JU4078
 JU4078.The modeled gravity was interpolated from observed gravity values.
 JU4078
 JU4078;                    North         East    Units  Estimated Accuracy
 JU4078;SPC NJ       -    60,960.      156,200.      MT  (+/- 180 meters Scaled)
 JU4078
 JU4078                          SUPERSEDED SURVEY CONTROL
 JU4078
 JU4078  NAVD 88 (06/15/91)    2.074  (m)            6.80   (f) UNKNOWN     1 2
 JU4078  NGVD 29 (01/10/92)    2.478  (m)            8.13   (f) ADJUSTED    1 2
 JU4078
 JU4078.Superseded values are not recommended for survey control.
 JU4078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4078.See file dsdata.txt to determine how the superseded data were derived.
 JU4078
 JU4078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ492593(NAD 83)
 JU4078_MARKER: DR = REFERENCE MARK DISK
 JU4078_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4078_SP_SET: GUTTER
 JU4078_STAMPING: ATLANTIC 1932 NO 7 1981
 JU4078_MARK LOGO: NGS   
 JU4078_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4078+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1996
 JU4078
 JU4078  HISTORY     - Date     Condition        Report By
 JU4078  HISTORY     - 1981     MONUMENTED       NGS
 JU4078  HISTORY     - 19891103 GOOD             NJGS
 JU4078  HISTORY     - 19960913 GOOD             NJGS
 JU4078  HISTORY     - 19970828 GOOD             USPSQD
 JU4078
 JU4078                          STATION DESCRIPTION
 JU4078
 JU4078'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 JU4078'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE EAST SIDE OF OLD
 JU4078'BRIGANTINE BOULEVARD, IN THE CONCRETE GUTTER AT THE EXIT DRIVEWAY
 JU4078'FROM HARRAHS CASINO PARKING GARAGE.  TO REACH THE STATION FROM THE
 JU4078'JUNCTION OF STATE HIGHWAY ROUTE 87, AND HURON AVENUE, GO NORTH ON
 JU4078'ROUTE 87 TOWARD THE BRIDGE OVER ABSECON INLET, KEEPING RIGHT TAKE THE
 JU4078'U TURN, VERMONT AVENUE, TO HARRAHS CASINO AND OLD BRIGANTINE
 JU4078'BOULEVARD, TURN LEFT AND GO ABOUT 0.35 KM (0.22 MI) SOUTHWEST ON OLD
 JU4078'BRIGANTINE BOULEVARD TO THE STATION ON THE LEFT.  IT IS 1.05 M
 JU4078'(3.44 FT) NORTH OF POLE 2547, 6.6 M (21.7 FT) SOUTHEAST OF THE
 JU4078'CENTERLINE OF OLD BRIGANTINE BOULEVARD, 15.3 M (50.2 FT) WEST
 JU4078'SOUTHWEST OF THE CENTERLINE OF THE EXIT DRIVE, 7.05 M (23.13 FT)
 JU4078'NORTHEAST OF A FIRE HYDRANT AND FLUSH WITH THE CONCRETE GUTTER.
 JU4078
 JU4078                          STATION RECOVERY (1996)
 JU4078
 JU4078'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU4078'RECOVERED AS DESCRIBED.
 JU4078
 JU4078                          STATION RECOVERY (1997)
 JU4078
 JU4078'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU4078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7132 ***********************************************************************
 KV7132  DESIGNATION -  ATLANTIS
 KV7132  PID         -  KV7132
 KV7132  STATE/COUNTY-  NJ/MORRIS
 KV7132  USGS QUAD   -  CHESTER (1981)
 KV7132
 KV7132                         *CURRENT SURVEY CONTROL
 KV7132  ___________________________________________________________________
 KV7132* NAD 83(1996)-  40 51 58.39457(N)    074 44 35.96050(W)     ADJUSTED  
 KV7132* NAVD 88     -       287.6    (meters)     944.     (feet)  GPS OBS   
 KV7132  ___________________________________________________________________
 KV7132  X           -   1,271,119.972 (meters)                     COMP
 KV7132  Y           -  -4,660,273.714 (meters)                     COMP
 KV7132  Z           -   4,151,366.082 (meters)                     COMP
 KV7132  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 KV7132  ELLIP HEIGHT-         254.66  (meters)          (10/23/02) GPS OBS
 KV7132  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV7132
 KV7132  HORZ ORDER  -  FIRST
 KV7132  ELLP ORDER  -  FOURTH    CLASS I
 KV7132
 KV7132.The horizontal coordinates were established by GPS observations
 KV7132.and adjusted by the National Geodetic Survey in May 1999..
 KV7132
 KV7132.The orthometric height was determined by GPS observations and a
 KV7132.high-resolution geoid model.
 KV7132
 KV7132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7132
 KV7132.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7132
 KV7132.The ellipsoidal height was determined by GPS observations
 KV7132.and is referenced to NAD 83.
 KV7132
 KV7132.The geoid height was determined by GEOID03.
 KV7132
 KV7132;                    North         East     Units Scale Factor Converg.
 KV7132;SPC NJ       -   225,721.007   129,488.734   MT  0.99990518   -0 09 33.1
 KV7132;SPC NJ       -   740,553.00    424,830.95   sFT  0.99990518   -0 09 33.1
 KV7132;UTM  18      - 4,523,938.166   521,630.581   MT  0.99960576   +0 10 04.6
 KV7132
 KV7132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7132!SPC NJ       -   0.99996005  x   0.99990518  =   0.99986524
 KV7132!UTM  18      -   0.99996005  x   0.99960576  =   0.99956583
 KV7132
 KV7132                          SUPERSEDED SURVEY CONTROL
 KV7132
 KV7132  NAD 83(1986)-  40 51 58.39370(N)    074 44 35.96170(W) AD(       ) 1
 KV7132
 KV7132.Superseded values are not recommended for survey control.
 KV7132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7132.See file dsdata.txt to determine how the superseded data were derived.
 KV7132
 KV7132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2163123938(NAD 83)
 KV7132_MARKER: DD = SURVEY DISK
 KV7132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7132_SP_SET: CONCRETE POST
 KV7132_STAMPING: ATLANTIS 1993
 KV7132_MARK LOGO: NJGS  
 KV7132_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7132+STABILITY: SURFACE MOTION
 KV7132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7132+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2006
 KV7132
 KV7132  HISTORY     - Date     Condition        Report By
 KV7132  HISTORY     - 1993     MONUMENTED       AASCO
 KV7132  HISTORY     - 20060503 GOOD             AASCO
 KV7132
 KV7132                          STATION DESCRIPTION
 KV7132
 KV7132'DESCRIBED BY ATLANTIS AERIAL SURVEY COMPANY 1993
 KV7132'THE STATION IS LOCATED IN MOUNT OLIVE TOWNSHIP ON THE SOUTHEAST SIDE
 KV7132'OF U.S. HIGHWAY 46 ON PRIVATE PROPERTY BELONGING TO DR. IHSAN M.
 KV7132'UYGUR, WITHIN A YOU SHAPED CURBED SEPARATOR IN THE PARKING LOT OF AN
 KV7132'OFFICE BUILDING, NUMBER 295.  TO REACH THE STATION FROM THE
 KV7132'INTERSECTION OF U.S. HIGHWAY 46 AND INTERSTATE HIGHWAY 80 AT
 KV7132'INTERCHANGE 26, IN THE BOROUGH OF NETCONG, GO SOUTHWEST ON U.S.
 KV7132'HIGHWAY 46 FOR 2.55 MI (4.10 KM) TO THE STATION ON THE LEFT.  THE
 KV7132'STATION IS 37.8 FT (11.5 M) SOUTHEAST FROM THE SOUTHEAST CURB OF U.S.
 KV7132'HIGHWAY 46, 36.3 FT (11.1 M) SOUTH FROM POLE NUMBER BT 121MOT, 1.3 FT
 KV7132'(0.4 M) WEST FROM THE EAST FACE OF THE YOU SHAPED SEPARATOR, 123 FT
 KV7132'(37.5 M) SOUTHWEST FROM THE CENTERLINE OF TIMBERLINE AVENUE, 114 FT
 KV7132'(34.7 M) NORTHEAST FROM THE CENTERLINE OF CLEACENE AVENUE AND 56.2 FT
 KV7132'(17.1 M) FROM THE NORTHEAST CORNER OF A TWO STORY OFFICE BUILDING.
 KV7132'THE STATION IS SET FLUSH WITH THE GROUND.
 KV7132
 KV7132                          STATION RECOVERY (2006)
 KV7132
 KV7132'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (JAL)
 KV7132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2992 ***********************************************************************
 JU2992  DESIGNATION -  ATSION
 JU2992  PID         -  JU2992
 JU2992  STATE/COUNTY-  NJ/BURLINGTON
 JU2992  USGS QUAD   -  ATSION (1997)
 JU2992
 JU2992                         *CURRENT SURVEY CONTROL
 JU2992  ___________________________________________________________________
 JU2992* NAD 83(1996)-  39 44 37.07835(N)    074 43 32.66201(W)     ADJUSTED  
 JU2992* NAVD 88     -        16.6    (meters)      54.     (feet)  GPS OBS   
 JU2992  ___________________________________________________________________
 JU2992  X           -   1,293,737.400 (meters)                     COMP
 JU2992  Y           -  -4,737,468.222 (meters)                     COMP
 JU2992  Z           -   4,056,128.733 (meters)                     COMP
 JU2992  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 JU2992  ELLIP HEIGHT-         -16.46  (meters)          (10/23/02) GPS OBS
 JU2992  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JU2992
 JU2992  HORZ ORDER  -  FIRST
 JU2992  ELLP ORDER  -  FOURTH    CLASS I
 JU2992
 JU2992.The horizontal coordinates were established by GPS observations
 JU2992.and adjusted by the National Geodetic Survey in May 1999..
 JU2992
 JU2992.The orthometric height was determined by GPS observations and a
 JU2992.high-resolution geoid model.
 JU2992
 JU2992.Photographs are available for this station.
 JU2992
 JU2992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2992
 JU2992.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2992
 JU2992.The ellipsoidal height was determined by GPS observations
 JU2992.and is referenced to NAD 83.
 JU2992
 JU2992.The geoid height was determined by GEOID03.
 JU2992
 JU2992;                    North         East     Units Scale Factor Converg.
 JU2992;SPC NJ       -   101,076.623   130,653.268   MT  0.99990461   -0 08 39.6
 JU2992;SPC NJ       -   331,615.55    428,651.60   sFT  0.99990461   -0 08 39.6
 JU2992;UTM  18      - 4,399,339.564   523,498.129   MT  0.99960680   +0 10 31.3
 JU2992
 JU2992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2992!SPC NJ       -   1.00000258  x   0.99990461  =   0.99990719
 JU2992!UTM  18      -   1.00000258  x   0.99960680  =   0.99960938
 JU2992
 JU2992|---------------------------------------------------------------------|
 JU2992| PID    Reference Object                     Distance      Geod. Az  |
 JU2992|                                                           dddmmss.s |
 JU2992| CB1194 ATSION RM 1                          19.620 METERS 01930     |
 JU2992| CB1195 ATSION RM 2                          16.940 METERS 12013     |
 JU2992| CB1193 ATSION AZ MK                                       1900054.4 |
 JU2992| JU4087 ATSION AZ MK 2                      APPROX. 0.7 KM 1902331.6 |
 JU2992|---------------------------------------------------------------------|
 JU2992
 JU2992                          SUPERSEDED SURVEY CONTROL
 JU2992
 JU2992  ELLIP H (05/14/99)  -16.48   (m)                       GP(       ) 4 1
 JU2992  NAD 83(1992)-  39 44 37.07796(N)    074 43 32.66193(W) AD(       ) 1
 JU2992  ELLIP H (12/16/96)  -16.51   (m)                       GP(       ) 2 1
 JU2992  NAD 83(1986)-  39 44 37.06790(N)    074 43 32.65614(W) AD(       ) 1
 JU2992  NAD 27      -  39 44 36.64300(N)    074 43 34.08500(W) AD(       ) 1
 JU2992
 JU2992.Superseded values are not recommended for survey control.
 JU2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2992.See file dsdata.txt to determine how the superseded data were derived.
 JU2992
 JU2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2349899340(NAD 83)
 JU2992_MARKER: DD = SURVEY DISK
 JU2992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2992_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU2992_STAMPING: ATSION 1935
 JU2992_MARK LOGO: CGS   
 JU2992_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2992+STABILITY: SURFACE MOTION
 JU2992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2992+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2002
 JU2992
 JU2992  HISTORY     - Date     Condition        Report By
 JU2992  HISTORY     - 1935     MONUMENTED       CGS
 JU2992  HISTORY     - 1954     GOOD             CGS
 JU2992  HISTORY     - 1988     GOOD             NJGS
 JU2992  HISTORY     - 19951201 GOOD             TWT
 JU2992  HISTORY     - 20020525 GOOD             INDIV
 JU2992
 JU2992                          STATION DESCRIPTION
 JU2992
 JU2992'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU2992'ATSION IS IN SHAMONG TOWNSHIP, ON STATE HIGHWAY 39, AT THE
 JU2992'SETTLEMENT OF ATSION, 0.2 MILE NORTH ALONG THE HIGHWAY FROM THE
 JU2992'BRIDGE OVER ATSION LAKE, ON A SMALL RISE OF GROUND, 23 PACES
 JU2992'EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 50 PACES SOUTH OF
 JU2992'WESICKAMAN CREEK, 18 PACES NORTH OF A 40-INCH OAK.  THE MARK
 JU2992'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND, NOTES 1A AND
 JU2992'7A.
 JU2992'
 JU2992'THE ORIGINAL UNITED STATES COAST AND GEODETIC SURVEY AND STATE
 JU2992'SURVEY STATION MARK (AN UNMARKED MONEL-METAL RIVET SET IN THE
 JU2992'TOP OF A 7-INCH CYLINDER OF CONCRETE) WAS REPLACED BY A
 JU2992'STANDARD UNITED STATES COAST AND GEODETIC SURVEY STATION MARK,
 JU2992'SET IN A 12-INCH SQUARE BLOCK OF CONCRETE, AND IS STAMPED ATSION
 JU2992'1935.
 JU2992'
 JU2992'TO REACH THE STATION FROM THE PENNSYLVANIA RAILROAD STATION
 JU2992'IN HAMMONTON, GO NORTH ON BELLEVUE AVENUE FOR 1.15 MILES AND TURN
 JU2992'RIGHT ON U.S. HIGHWAY 30, THEN IMMEDIATELY LEFT ON STATE HIGHWAY
 JU2992'39 AND CONTINUE 7.25 MILES, OR 0.2 MILE PAST THE HIGHWAY BRIDGE
 JU2992'OVER ATSION LAKE, TO THE STATION ON THE RIGHT.
 JU2992'
 JU2992'REFERENCE MARK NO. 1 IS 19.660 METERS (64.50 FEET)
 JU2992'NORTH-NORTHEAST OF THE STATION, 4 PACES SOUTHEAST OF A GROUP OF
 JU2992'8-INCH OAKS, AT THE NORTH EDGE OF THE KNOLL, AND PROJECTS 3
 JU2992'INCHES, NOTE 11A.
 JU2992'
 JU2992'REFERENCE MARK NO. 2 IS 16.918 METERS (55.50 FEET) SOUTHEAST
 JU2992'OF THE STATION, AT THE EAST EDGE OF THE KNOLL, 17 PACES NORTHEAST
 JU2992'OF A 40-INCH OAK, AND PROJECTS 5 INCHES, NOTE 11A.
 JU2992'
 JU2992'AZIMUTH MARK IS UNITED STATES COAST AND GEODETIC SURVEY AND
 JU2992'STATE SURVEY TRAVERSE STATION MON. NO. 1094 AND IS 0.3 MILE SOUTH
 JU2992'OF ATSION, 7 PACES EAST OF THE CENTERLINE OF STATE HIGHWAY 39, 135
 JU2992'PACES SOUTH OF THE HIGHWAY BRIDGE OVER ATSION LAKE, IN THE
 JU2992'SOUTHEAST ANGLE OF A DIRT CROSSING, 12 PACES SOUTH OF POWER-LINE
 JU2992'POLE A.C.E. NO. 6201, 1-1/2 PACES WEST OF A LINE OF POWER-LINE
 JU2992'POLES.  THE MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 JU2992'AND STATE SURVEY TRAVERSE STATION MARK SET IN THE TOP OF A
 JU2992'7-INCH CONCRETE CYLINDER FLUSH WITH THE GROUND AND IS
 JU2992'STAMPED 1094.
 JU2992'
 JU2992'A 77-FOOT TOWER WILL CLEAR ALL LINES OBSERVED FROM THIS STATION.
 JU2992'
 JU2992'NO PROMINENT OBJECTS WERE VISIBLE FROM THE GROUND AT THIS STATION.
 JU2992
 JU2992                          STATION RECOVERY (1954)
 JU2992
 JU2992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RGB)
 JU2992'THIS STATION TOGETHER WITH THE AZIMUTH MARK.  R.M. NO. 1 AND
 JU2992'R.M. NO. 2 WERE ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JU2992
 JU2992                          STATION RECOVERY (1988)
 JU2992
 JU2992'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988 (CXT)
 JU2992'THE STATION WAS RECOVERED AT THIS DATE.
 JU2992'THE STATION AND REFERENCE MARKS WERE RECOVERED AT THIS DATE.  THE
 JU2992'AZIMUTH MARK WAS NOT RECOVERED AND HAS PROBABLY BEEN DESTROYED.  A
 JU2992'NEW AZIMUTH MARK WAS ESTABLISHED.  THE ANGLE OBSERVED WAS 22.3
 JU2992'MINUTES LESS THAN IN 1935 AND THE DISTANCES WERE LONGER BY 2 CM TO
 JU2992'REFERENCE MARK 2 AND 4 CM SHORTER TO REFERENCE MARK 1.  THE SOIL
 JU2992'IN THE AREA IS SAND WHICH MAY ACCOUNT FOR THE PROBLEM.  ALSO
 JU2992'THAT IN 1935 A NAIL WAS REPLACED BY A DISK.
 JU2992'
 JU2992'THE STATION IS LOCATED ABOUT 11.7 KM (7.2 MI)
 JU2992'NORTH-NORTHEAST OF HAMMONTON,
 JU2992'17.7 KM (11.0 MI) EAST-SOUTHEAST OF BERLIN AND
 JU2992'0.7 KM (0.44 MI) NORTH OF THE ENTRANCE TO THE ATSION LAKE PARK.
 JU2992'OWNERSHIP--STATE OF NEW JERSEY, DEAN CRAMER, CHIEF RANGER,
 JU2992'609-268-0444.
 JU2992'
 JU2992'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 206
 JU2992'IN HAMMONTON GO NORTH ON U.S. HIGHWAY 206 FOR 11.6 KM (7.2 MI) TO
 JU2992'THE ENTRANCE TO THE ATSION LAKE PARK.  CONTINUE AHEAD FOR
 JU2992'0.7 KM (0.4 MI) TO THE STATION ON THE RIGHT IN THE NORTHWEST RAISED
 JU2992'AND CLEARED LAWN AREA NORTH OF THE HEADQUARTERS OF THE WHARTON STATE
 JU2992'FOREST.
 JU2992'
 JU2992'THE STATION IS A STANDARD CGS DISK
 JU2992'STAMPED---ATSION 1935---,
 JU2992'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU2992'28 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 JU2992'25.5 METERS (83.7 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 JU2992'19.0 METERS (62.3 FT) SOUTH FROM THE NORTH EDGE OF THE CLEARING,
 JU2992'17.0 METERS (55.8 FT) EAST-NORTHEAST FROM A POWER POLE C6224,
 JU2992'15.0 METERS (49.2 FT) WEST FROM THE EAST EDGE OF THE CLEARING AND
 JU2992'0.36 METERS (1.2 FT) WEST FROM A WITNESS POST.
 JU2992'
 JU2992'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK
 JU2992'STAMPED---ATSION NO 1 1935---,
 JU2992'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU2992'25 CM ON SIDE PROJECTING 8 CM ABOVE GROUND.  LOCATED
 JU2992'24.8 METERS (81.4 FT) EAST FROM THE CENTER OF THE HIGHWAY AND
 JU2992'1.0 METERS (3.1 FT) NORTH FROM THE EDGE OF THE CLEARED AREA.
 JU2992'MARK IS LEVEL WITH THE STATION.
 JU2992'
 JU2992'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK
 JU2992'STAMPED---ATSION NO 2 1935---,
 JU2992'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU2992'25 CM ON SIDE PROJECTING 5 CM ABOVE GROUND.  LOCATED
 JU2992'31.6 METERS (103.7 FT) EAST FROM A POWER POLE C6224,
 JU2992'1.5 METERS (4.9 FT) SOUTH FROM A 9 INCH CATALPA TREE AND
 JU2992'1.0 METERS (3.1 FT) EAST FROM THE EDGE OF THE CLEARING.
 JU2992'MARK IS LEVEL WITH THE STATION.
 JU2992'
 JU2992'AZIMUTH MARK NO. 2 IS A STANDARD NJGS DISK
 JU2992'STAMPED---ATSION 1935---,
 JU2992'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU2992'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JU2992'17.2 METERS (56.3 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 JU2992'CONCRETE HEADWALL,
 JU2992'11.3 METERS (37.1 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY,
 JU2992'9.9 METERS (32.4 FT) EAST FROM THE SOUTHEAST CORNER OF A CONCRETE
 JU2992'HEADWALL AND
 JU2992'8.4 METERS (27.4 FT) NORTHEAST FROM A 50 FOOT HIGH FLAGPOLE.
 JU2992'TO REACH THE AZIMUTH FROM THE STATION,
 JU2992'GO SOUTH FOR 0.7 KM (0.43 MI) ON U.S. HIGHWAY 206 TO THE STATION ON
 JU2992'THE RIGHT AT THE SECOND FLAGPOLE AT THE ENTRANCE TO ATSION LAKE
 JU2992'PARK.
 JU2992'
 JU2992'DESCRIBED BY LOUIS J MARCHUK.
 JU2992
 JU2992                          STATION RECOVERY (1995)
 JU2992
 JU2992'RECOVERY NOTE BY TWT CONS ENG 1995 (WPD)
 JU2992'RECOVERED AS DESCRIBED.
 JU2992
 JU2992                          STATION RECOVERY (2002)
 JU2992
 JU2992'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 JU2992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4087 ***********************************************************************
 JU4087  DESIGNATION -  ATSION AZ MK 2
 JU4087  PID         -  JU4087
 JU4087  STATE/COUNTY-  NJ/BURLINGTON
 JU4087  USGS QUAD   -  ATSION (1997)
 JU4087
 JU4087                         *CURRENT SURVEY CONTROL
 JU4087  ___________________________________________________________________
 JU4087* NAD 83(1996)-  39 44 13.56663(N)    074 43 38.24696(W)     ADJUSTED  
 JU4087* NAVD 88     -        14.3    (meters)      47.     (feet)  GPS OBS   
 JU4087  ___________________________________________________________________
 JU4087  X           -   1,293,730.772 (meters)                     COMP
 JU4087  Y           -  -4,737,948.751 (meters)                     COMP
 JU4087  Z           -   4,055,569.663 (meters)                     COMP
 JU4087  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 JU4087  ELLIP HEIGHT-         -18.77  (meters)          (10/23/02) GPS OBS
 JU4087  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU4087
 JU4087  HORZ ORDER  -  FIRST
 JU4087  ELLP ORDER  -  FOURTH    CLASS I
 JU4087
 JU4087.The horizontal coordinates were established by GPS observations
 JU4087.and adjusted by the National Geodetic Survey in May 1999..
 JU4087
 JU4087.The orthometric height was determined by GPS observations and a
 JU4087.high-resolution geoid model.
 JU4087
 JU4087.Photographs are available for this station.
 JU4087
 JU4087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4087
 JU4087.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4087
 JU4087.The ellipsoidal height was determined by GPS observations
 JU4087.and is referenced to NAD 83.
 JU4087
 JU4087.The geoid height was determined by GEOID03.
 JU4087
 JU4087;                    North         East     Units Scale Factor Converg.
 JU4087;SPC NJ       -   100,351.893   130,518.470   MT  0.99990467   -0 08 43.1
 JU4087;SPC NJ       -   329,237.84    428,209.35   sFT  0.99990467   -0 08 43.1
 JU4087;UTM  18      - 4,398,614.308   523,367.416   MT  0.99960672   +0 10 27.6
 JU4087
 JU4087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4087!SPC NJ       -   1.00000294  x   0.99990467  =   0.99990761
 JU4087!UTM  18      -   1.00000294  x   0.99960672  =   0.99960966
 JU4087
 JU4087:                Primary Azimuth Mark                     Grid Az
 JU4087:SPC NJ       -  ATSION                                   010 32 11.2
 JU4087:UTM  18      -  ATSION                                   010 13 00.5
 JU4087
 JU4087|---------------------------------------------------------------------|
 JU4087| PID    Reference Object                     Distance      Geod. Az  |
 JU4087|                                                           dddmmss.s |
 JU4087| JU2992 ATSION                              APPROX. 0.7 KM 0102328.1 |
 JU4087|---------------------------------------------------------------------|
 JU4087
 JU4087                          SUPERSEDED SURVEY CONTROL
 JU4087
 JU4087  ELLIP H (05/14/99)  -18.79   (m)                       GP(       ) 4 1
 JU4087  NAD 83(1992)-  39 44 13.56628(N)    074 43 38.24688(W) AD(       ) 1
 JU4087  ELLIP H (12/16/96)  -18.82   (m)                       GP(       ) 2 1
 JU4087  NAD 83(1986)-  39 44 13.55602(N)    074 43 38.24220(W) AD(       ) 3
 JU4087
 JU4087.Superseded values are not recommended for survey control.
 JU4087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4087.See file dsdata.txt to determine how the superseded data were derived.
 JU4087
 JU4087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2336798614(NAD 83)
 JU4087_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU4087_STAMPING: ATSION AZ MK 1988
 JU4087_MARK LOGO: NJGS  
 JU4087_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4087+STABILITY: SURFACE MOTION
 JU4087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4087+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2002
 JU4087
 JU4087  HISTORY     - Date     Condition        Report By
 JU4087  HISTORY     - 1988     MONUMENTED       NJGS
 JU4087  HISTORY     - 19951201 GOOD             TWT
 JU4087  HISTORY     - 20020525 GOOD             INDIV
 JU4087
 JU4087                          STATION DESCRIPTION
 JU4087
 JU4087'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988 (CXT)
 JU4087'THE STATION IS LOCATED ABOUT 11.0 KM (6.8 MI)
 JU4087'NORTH-NORTHEAST OF HAMMONTON,
 JU4087'17.7 KM (11.0 MI) EAST-SOUTHEAST OF BERLIN AND
 JU4087'0.32 KM (0.2 MI) SOUTH OF THE BRIDGE OVER THE EDGE OF ATSION LAKE.
 JU4087'OWNERSHIP--STATE HIGHWAY RIGHT OF WAY
 JU4087'
 JU4087'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 30 AND 206
 JU4087'HAMMONTON GO NORTH ON U.S. HIGHWAY 206 FOR 11.6 KM (7.2 MI) TO THE
 JU4087'ENTRANCE TO THE ATSION LAKE PARK AND THE STATION ON THE LEFT AT THE
 JU4087'
 JU4087'THE STATION IS A STANDARD NJGS DISK
 JU4087'STAMPED---ATSION 1988---,
 JU4087'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU4087'32 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JU4087'17.2 METERS (56.3 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 JU4087'CONCRETE HEADWALL,
 JU4087'11.3 METERS (37.1 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY,
 JU4087'9.9 METERS (32.4 FT) EAST FROM THE SOUTHWEST CORNER OF A CONCRETE
 JU4087'HEADWALL AND
 JU4087'8.4 METERS (27.4 FT) NORTHEAST FROM A 50 FOOT HIGH FLAG POLE.
 JU4087'
 JU4087'DESCRIBED BY LOUIS J MARCHUK.
 JU4087
 JU4087                          STATION RECOVERY (1995)
 JU4087
 JU4087'RECOVERY NOTE BY TWT CONS ENG 1995 (WPD)
 JU4087'RECOVERED AS DESCRIBED.
 JU4087
 JU4087                          STATION RECOVERY (2002)
 JU4087
 JU4087'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 JU4087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5696 ***********************************************************************
 KV5696  DESIGNATION -  ATT RELAY TWR SSE RIVERSIDE
 KV5696  PID         -  KV5696
 KV5696  STATE/COUNTY-  NJ/BURLINGTON
 KV5696  USGS QUAD   -  BEVERLY (1973)
 KV5696
 KV5696                         *CURRENT SURVEY CONTROL
 KV5696  ___________________________________________________________________
 KV5696* NAD 83(1996)-  40 00 35.68226(N)    074 55 51.85127(W)     ADJUSTED  
 KV5696* NAVD 88     -                                                        
 KV5696  ___________________________________________________________________
 KV5696  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 KV5696  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV5696
 KV5696  HORZ ORDER  -  THIRD
 KV5696
 KV5696.The horizontal coordinates were established by classical geodetic methods
 KV5696.and adjusted by the National Geodetic Survey in September 1999..
 KV5696
 KV5696
 KV5696.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5696
 KV5696.The geoid height was determined by GEOID03.
 KV5696
 KV5696;                    North         East     Units Scale Factor Converg.
 KV5696;SPC NJ       -   130,703.852   113,198.230   MT  0.99991667   -0 16 37.7
 KV5696;SPC NJ       -   428,817.55    371,384.53   sFT  0.99991667   -0 16 37.7
 KV5696;SPC PA S     -    78,964.650   840,640.975   MT  0.99998891   +1 49 44.0
 KV5696;SPC PA S     -   259,069.86  2,758,002.93   sFT  0.99998891   +1 49 44.0
 KV5696;UTM  18      - 4,428,859.601   505,883.011   MT  0.99960043   +0 02 39.5
 KV5696
 KV5696                          SUPERSEDED SURVEY CONTROL
 KV5696
 KV5696  NAD 83(1986)-  40 00 35.67976(N)    074 55 51.85318(W) AD(       ) 4
 KV5696  NAD 27      -  40 00 35.28100(N)    074 55 53.24700(W) AD(       ) 3
 KV5696
 KV5696.Superseded values are not recommended for survey control.
 KV5696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5696.See file dsdata.txt to determine how the superseded data were derived.
 KV5696
 KV5696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0588328860(NAD 83)
 KV5696_MARKER: 45 = MICROWAVE TOWER
 KV5696
 KV5696  HISTORY     - Date     Condition        Report By
 KV5696  HISTORY     - 1958     FIRST OBSERVED   CGS
 KV5696
 KV5696                          STATION DESCRIPTION
 KV5696
 KV5696'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 KV5696'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHEAST OF
 KV5696'RIVERSIDE.  IT IS A 4-LEGGED STEEL STRUCTURE PAINTED ALTERNATERLY
 KV5696'ORANGE AND WHITE, WITH FOUR MICRO-WAVE RECEIVERS AND A RED FLASHING
 KV5696'LIGHT ON TOP.  THE OVERALL HEIGHT OF THE STRUCTURE IS
 KV5696'APPROXIMATELY 250 FEET.
 KV5696'
 KV5696'THE POINT INTERSECTED WAS THE RED FLASHING LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3236 ***********************************************************************
 JU3236  DESIGNATION -  AUBURN
 JU3236  PID         -  JU3236
 JU3236  STATE/COUNTY-  NJ/SALEM
 JU3236  USGS QUAD   -  WOODSTOWN (1982)
 JU3236
 JU3236                         *CURRENT SURVEY CONTROL
 JU3236  ___________________________________________________________________
 JU3236* NAD 83(1996)-  39 42 49.69548(N)    075 21 48.83318(W)     ADJUSTED  
 JU3236* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 JU3236  ___________________________________________________________________
 JU3236  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 JU3236  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JU3236
 JU3236  HORZ ORDER  -  SECOND
 JU3236
 JU3236.The horizontal coordinates were established by classical geodetic methods
 JU3236.and adjusted by the National Geodetic Survey in September 1999..
 JU3236
 JU3236.The orthometric height was scaled from a topographic map.
 JU3236
 JU3236.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3236
 JU3236.The geoid height was determined by GEOID03.
 JU3236
 JU3236;                    North         East     Units Scale Factor Converg.
 JU3236;SPC NJ       -    98,097.283    75,956.817   MT  0.99996747   -0 33 06.5
 JU3236;SPC NJ       -   321,840.84    249,201.66   sFT  0.99996747   -0 33 06.5
 JU3236;SPC DE       -   190,254.560   204,553.427   MT  0.99999526   +0 02 02.1
 JU3236;SPC DE       -   624,193.50    671,105.70   sFT  0.99999526   +0 02 02.1
 JU3236;SPC PA S     -    45,010.698   804,618.732   MT  1.00004158   +1 32 53.9
 JU3236;SPC PA S     -   147,672.60  2,639,819.96   sFT  1.00004158   +1 32 53.9
 JU3236;UTM  18      - 4,396,056.256   468,837.010   MT  0.99961196   -0 13 56.3
 JU3236
 JU3236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3236!SPC NJ       -   1.00000149  x   0.99996747  =   0.99996896
 JU3236!SPC DE       -   1.00000149  x   0.99999526  =   0.99999675
 JU3236!SPC PA S     -   1.00000149  x   1.00004158  =   1.00004307
 JU3236!UTM  18      -   1.00000149  x   0.99961196  =   0.99961345
 JU3236
 JU3236|---------------------------------------------------------------------|
 JU3236| PID    Reference Object                     Distance      Geod. Az  |
 JU3236|                                                           dddmmss.s |
 JU3236| CB1197 AUBURN RM 2                          31.791 METERS 03820     |
 JU3236| JU3235 OLDMAN                              354.789 METERS 04307     |
 JU3236| JU3084 AIRWAY BEACON 67                    APPROX.15.1 KM 0470904.6 |
 JU3236| JU3241 LIPPINCOTT 2                        APPROX. 4.4 KM 0772837.4 |
 JU3236| JU3234 AUBURN 1933 AZ MK                   146.351 METERS 08300     |
 JU3236| JU3266 AIRWAY BEACON 66 B                  APPROX. 5.3 KM 3150242.0 |
 JU3236| CB1196 AUBURN RM 1                          80.254 METERS 33441     |
 JU3236|---------------------------------------------------------------------|
 JU3236
 JU3236                          SUPERSEDED SURVEY CONTROL
 JU3236
 JU3236  NAD 83(1991)-  39 42 49.69405(N)    075 21 48.83211(W) AD(       ) 2
 JU3236  NAD 83(1986)-  39 42 49.68991(N)    075 21 48.83575(W) AD(       ) 2
 JU3236  NAD 27      -  39 42 49.28600(N)    075 21 50.15000(W) AD(       ) 2
 JU3236
 JU3236.Superseded values are not recommended for survey control.
 JU3236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3236.See file dsdata.txt to determine how the superseded data were derived.
 JU3236
 JU3236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6883796056(NAD 83)
 JU3236_MARKER: DS = TRIANGULATION STATION DISK
 JU3236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3236_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3236
 JU3236  HISTORY     - Date     Condition        Report By
 JU3236  HISTORY     - 1933     MONUMENTED       CGS
 JU3236  HISTORY     - 1946     GOOD             CGS
 JU3236
 JU3236                          STATION DESCRIPTION
 JU3236
 JU3236'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3236'THIS STATION IS ON LAND OF CHARLES W. PEDRICK, TWELV PACES S OF
 JU3236'GRAVEL PIT DIGGINS, EIGHT PACES E OF RUINS OF OLD BARN, AND
 JU3236'ABOUT SEVENTY PACES E OF HOUSE.
 JU3236'
 JU3236'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JU3236'DISKS SET IN CONCRETE.
 JU3236'
 JU3236'REFERENCE MARK NO.1 IS 5 FEET S OF BLUFF OVERLOOKING HIGHWAY,
 JU3236'86.5 FEET NE OF NW CORNER OF HOUSE AND 15 YARDS SE OF
 JU3236'HIGHWAY.  THE MARK PROJECTS 1 INCH, AND IS NW OF STATION.
 JU3236'
 JU3236'REFERENCE MARK NO.2 IS N OF STATION, ON BANK IN HEDGE, 15 FEET
 JU3236'E OF FENCE CORNER.  THE MARK PROJECTS 2 INCHES.
 JU3236'
 JU3236'AZIMUTH MARK IS NE OF STATION, ON N EDGE OF FIELD, 100 FEET W
 JU3236'OF HEDGE IN CORNER OF FIELD.  THE MARK PROJECTS 4 INCHES.
 JU3236'
 JU3236'TO REACH STATION FROM AUBURN--GO N ON SWEDESBORO ROAD 0.3 MILE
 JU3236'FROM TRIPLE FORK IN VILLAGE, TO SIGN ON RIGHT STEEP HILL 250 FEET,
 JU3236'CONTINUE N ABOUT 200 FEET TO DRIVEWAY ON RIGHT LEADING UP THROUGH
 JU3236'CUT BANKS.  GO UP DRIVE, TURN LEFT BETWEEN GARAGE AND HOUSE
 JU3236'AND FOLLOW TRACKS ABOUT 70 PACES TO STATION.  COMING FROM THE N
 JU3236'THIS IS THE FIRST DRIVEWAY AFTER CROSSING OLDMANS CREEK.
 JU3236'
 JU3236'A 90-FOOT TOWER WAS ERECTED.
 JU3236
 JU3236                          STATION RECOVERY (1946)
 JU3236
 JU3236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3236'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTIONS
 JU3236'ARE ADEQUATE.  DISTANCES TO REFERENCE MARKS WERE MEASURED AND
 JU3236'FOUND TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3234 ***********************************************************************
 JU3234  DESIGNATION -  AUBURN 1933 AZ MK
 JU3234  PID         -  JU3234
 JU3234  STATE/COUNTY-  NJ/SALEM
 JU3234  USGS QUAD   -  WOODSTOWN (1982)
 JU3234
 JU3234                         *CURRENT SURVEY CONTROL
 JU3234  ___________________________________________________________________
 JU3234* NAD 83(1996)-  39 42 50.27375(N)    075 21 42.73474(W)     ADJUSTED  
 JU3234* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 JU3234  ___________________________________________________________________
 JU3234  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 JU3234  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JU3234
 JU3234  HORZ ORDER  -  SECOND
 JU3234
 JU3234.The horizontal coordinates were established by classical geodetic methods
 JU3234.and adjusted by the National Geodetic Survey in September 1999..
 JU3234
 JU3234.The orthometric height was scaled from a topographic map.
 JU3234
 JU3234.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3234
 JU3234.The geoid height was determined by GEOID03.
 JU3234
 JU3234;                    North         East     Units Scale Factor Converg.
 JU3234;SPC NJ       -    98,113.719    76,102.237   MT  0.99996721   -0 33 02.6
 JU3234;SPC NJ       -   321,894.76    249,678.76   sFT  0.99996721   -0 33 02.6
 JU3234;SPC PA S     -    45,032.453   804,763.463   MT  1.00004154   +1 32 57.8
 JU3234;SPC PA S     -   147,743.97  2,640,294.79   sFT  1.00004154   +1 32 57.8
 JU3234;UTM  18      - 4,396,073.496   468,982.284   MT  0.99961184   -0 13 52.4
 JU3234
 JU3234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3234!SPC NJ       -   1.00000243  x   0.99996721  =   0.99996964
 JU3234!SPC PA S     -   1.00000243  x   1.00004154  =   1.00004397
 JU3234!UTM  18      -   1.00000243  x   0.99961184  =   0.99961427
 JU3234
 JU3234                          SUPERSEDED SURVEY CONTROL
 JU3234
 JU3234  NAD 83(1991)-  39 42 50.27232(N)    075 21 42.73368(W) AD(       ) 2
 JU3234  NAD 83(1986)-  39 42 50.26817(N)    075 21 42.73735(W) AD(       ) 2
 JU3234  NAD 27      -  39 42 49.86400(N)    075 21 44.05200(W) AD(       ) 2
 JU3234
 JU3234.Superseded values are not recommended for survey control.
 JU3234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3234.See file dsdata.txt to determine how the superseded data were derived.
 JU3234
 JU3234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6898296073(NAD 83)
 JU3234_MARKER: DZ = AZIMUTH MARK DISK
 JU3234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU3234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3234+STABILITY: SURFACE MOTION
 JU3234
 JU3234  HISTORY     - Date     Condition        Report By
 JU3234  HISTORY     - 1933     MONUMENTED       CGS
 JU3234
 JU3234                          STATION DESCRIPTION
 JU3234
 JU3234'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JU3234'TO REACH STATION FROM AUBURN--GO N ON SWEDESBORO ROAD 0.3 MILE
 JU3234'FROM TRIPLE FORK IN VILLAGE, TO SIGN ON RIGHT STEEP HILL 250 FEET,
 JU3234'CONTINUE N ABOUT 200 FEET TO DRIVEWAY ON RIGHT LEADING UP THROUGH
 JU3234'CUT BANKS.  GO UP DRIVE, TURN LEFT BETWEEN GARAGE AND HOUSE
 JU3234'AND FOLLOW TRACKS ABOUT 70 PACES TO STATION AUBURN.  COMING FROM THE N
 JU3234'THIS IS THE FIRST DRIVEWAY AFTER CROSSING OLDMANS CREEK.
 JU3234'
 JU3234'AZIMUTH MARK IS NE OF STATION, ON N EDGE OF FIELD, 100 FEET W
 JU3234'OF HEDGE IN CORNER OF FIELD.  THE MARK PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3237 ***********************************************************************
 JU3237  DESIGNATION -  AUBURN ATT MICROWAVE TOWER
 JU3237  PID         -  JU3237
 JU3237  STATE/COUNTY-  NJ/GLOUCESTER
 JU3237  USGS QUAD   -  WOODSTOWN (1982)
 JU3237
 JU3237                         *CURRENT SURVEY CONTROL
 JU3237  ___________________________________________________________________
 JU3237* NAD 83(1996)-  39 43 32.51062(N)    075 20 39.66803(W)     ADJUSTED  
 JU3237* NAVD 88     -                                                        
 JU3237  ___________________________________________________________________
 JU3237  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 JU3237  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JU3237
 JU3237  HORZ ORDER  -  THIRD
 JU3237
 JU3237.The horizontal coordinates were established by classical geodetic methods
 JU3237.and adjusted by the National Geodetic Survey in September 1999..
 JU3237
 JU3237
 JU3237.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3237
 JU3237.The geoid height was determined by GEOID03.
 JU3237
 JU3237;                    North         East     Units Scale Factor Converg.
 JU3237;SPC NJ       -    99,401.970    77,616.583   MT  0.99996448   -0 32 22.8
 JU3237;SPC NJ       -   326,121.30    254,647.07   sFT  0.99996448   -0 32 22.8
 JU3237;UTM  18      - 4,397,369.713   470,488.888   MT  0.99961072   -0 13 12.3
 JU3237
 JU3237                          SUPERSEDED SURVEY CONTROL
 JU3237
 JU3237  NAD 83(1991)-  39 43 32.50920(N)    075 20 39.66622(W) AD(       ) 4
 JU3237  NAD 83(1986)-  39 43 32.50499(N)    075 20 39.67051(W) AD(       ) 4
 JU3237  NAD 27      -  39 43 32.10200(N)    075 20 40.99000(W) AD(       ) 3
 JU3237
 JU3237.Superseded values are not recommended for survey control.
 JU3237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3237.See file dsdata.txt to determine how the superseded data were derived.
 JU3237
 JU3237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7048997370(NAD 83)
 JU3237_MARKER: 45 = MICROWAVE TOWER
 JU3237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3237+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 JU3237
 JU3237  HISTORY     - Date     Condition        Report By
 JU3237  HISTORY     - 1958     FIRST OBSERVED   CGS
 JU3237  HISTORY     - 19981114 GOOD             USPSQD
 JU3237  HISTORY     - 20050205 GOOD             GEOCAC
 JU3237
 JU3237                          STATION DESCRIPTION
 JU3237
 JU3237'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 JU3237'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF WOODSTOWN, 2
 JU3237'MILES NORTH OF AUBURN AND ABOUT 150 FEET EAST OF COUNTY ROAD
 JU3237'551.  IT IS A 4-LEGGED STEEL STRUCTURE POINTED ALTERNATELY
 JU3237'ORANGE AND WHITE, WITH 4-MICRO-WAVE ANTENNAS AT ITS TOP AND A
 JU3237'RED FLASHING LIGHT AT ITS TOP AND CENTER.  THE OVERALL HEIGHT
 JU3237'IS APPROXIMATELY 250 FEET.
 JU3237'
 JU3237'THE POINT OBSERVED WAS THE LIGHT ON TOP.
 JU3237
 JU3237                          STATION RECOVERY (1998)
 JU3237
 JU3237'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3237'RECOVERED IN GOOD CONDITION.
 JU3237
 JU3237                          STATION RECOVERY (2005)
 JU3237
 JU3237'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 JU3237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4088 ***********************************************************************
 JU4088  DESIGNATION -  AVALON 2
 JU4088  PID         -  JU4088
 JU4088  STATE/COUNTY-  NJ/CAPE MAY
 JU4088  USGS QUAD   -  AVALON (1994)
 JU4088
 JU4088                         *CURRENT SURVEY CONTROL
 JU4088  ___________________________________________________________________
 JU4088* NAD 83(1996)-  39 06 22.22483(N)    074 42 50.09310(W)     ADJUSTED  
 JU4088* NAVD 88     -         1.8    (meters)       6.     (feet)  GPS OBS   
 JU4088  ___________________________________________________________________
 JU4088  X           -   1,306,560.940 (meters)                     COMP
 JU4088  Y           -  -4,780,543.607 (meters)                     COMP
 JU4088  Z           -   4,001,449.341 (meters)                     COMP
 JU4088  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 JU4088  ELLIP HEIGHT-         -33.35  (meters)          (10/23/02) GPS OBS
 JU4088  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 JU4088
 JU4088  HORZ ORDER  -  FIRST
 JU4088  ELLP ORDER  -  FOURTH    CLASS I
 JU4088
 JU4088.The horizontal coordinates were established by GPS observations
 JU4088.and adjusted by the National Geodetic Survey in May 1999..
 JU4088
 JU4088.The orthometric height was determined by GPS observations and a
 JU4088.high-resolution geoid model.
 JU4088
 JU4088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4088
 JU4088.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4088
 JU4088.The ellipsoidal height was determined by GPS observations
 JU4088.and is referenced to NAD 83.
 JU4088
 JU4088.The geoid height was determined by GEOID03.
 JU4088
 JU4088;                    North         East     Units Scale Factor Converg.
 JU4088;SPC NJ       -    30,308.088   131,498.902   MT  0.99990421   -0 08 05.7
 JU4088;SPC NJ       -    99,435.79    431,425.98   sFT  0.99990421   -0 08 05.7
 JU4088;UTM  18      - 4,328,597.837   524,735.579   MT  0.99960753   +0 10 49.6
 JU4088
 JU4088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4088!SPC NJ       -   1.00000523  x   0.99990421  =   0.99990944
 JU4088!UTM  18      -   1.00000523  x   0.99960753  =   0.99961276
 JU4088
 JU4088:                Primary Azimuth Mark                     Grid Az
 JU4088:SPC NJ       -  AVALON 2 AZ MK                           028 53 41.2
 JU4088:UTM  18      -  AVALON 2 AZ MK                           028 34 45.9
 JU4088
 JU4088|---------------------------------------------------------------------|
 JU4088| PID    Reference Object                     Distance      Geod. Az  |
 JU4088|                                                           dddmmss.s |
 JU4088| JU4089 AVALON 2 AZ MK                      489.181 METERS 0284535.5 |
 JU4088| JU2896 AVALON                               28.502 METERS 03810     |
 JU4088| CS4354 AVALON 2 RM 4                        17.275 METERS 22819     |
 JU4088| JU4090 AVALON 2 RM 5                        25.042 METERS 32922     |
 JU4088|---------------------------------------------------------------------|
 JU4088
 JU4088                          SUPERSEDED SURVEY CONTROL
 JU4088
 JU4088  ELLIP H (05/14/99)  -33.37   (m)                       GP(       ) 4 1
 JU4088  NAD 83(1992)-  39 06 22.22434(N)    074 42 50.09268(W) AD(       ) 1
 JU4088  ELLIP H (03/31/93)  -33.49   (m)                       GP(       ) 3 2
 JU4088  NAD 83(1986)-  39 06 22.20373(N)    074 42 50.09460(W) AD(       ) 3
 JU4088  NGVD 29 (06/22/90)    1.98   (m)            6.5    (f) LEVELING    3  
 JU4088
 JU4088.Superseded values are not recommended for survey control.
 JU4088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4088.See file dsdata.txt to determine how the superseded data were derived.
 JU4088
 JU4088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2473628598(NAD 83)
 JU4088_MARKER: DS = TRIANGULATION STATION DISK
 JU4088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4088_SP_SET: CONCRETE POST
 JU4088_STAMPING: AVALON 2 1980
 JU4088_MARK LOGO: NGS   
 JU4088_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4088+STABILITY: SURFACE MOTION
 JU4088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4088+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1990
 JU4088
 JU4088  HISTORY     - Date     Condition        Report By
 JU4088  HISTORY     - 1980     MONUMENTED       NGS
 JU4088  HISTORY     - 1980     GOOD             NGS
 JU4088  HISTORY     - 19900822 GOOD             NJGS
 JU4088
 JU4088                          STATION DESCRIPTION
 JU4088
 JU4088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 JU4088'THE STATION IS LOCATED ABOUT 38 KM (24 MI) SOUTHWEST OF ATLANTIC
 JU4088'CITY AND
 JU4088'20.9 KM (13 MI) NORTHEAST OF CAPE MAY IN THE NORTHEAST PART OF
 JU4088'AVALON ON CITY PROPERTY.
 JU4088'OWNERSHIP--CITY OF AVALON.
 JU4088'
 JU4088'TO REACH THE STATION FROM THE POST OFFICE IN AVALON, GO NORTH ON
 JU4088'DUNE DRIVE FOR 1.6 KM (1.0 MI) TO THE CITY WATER PUMPING PLANT ON
 JU4088'THE RIGHT AND THE STATION IN THE SMALL GRASS STRIP BETWEEN THE
 JU4088'SIGEWALK AND THE BUILDING ON THE RIGHT.
 JU4088'
 JU4088'THE STATION IS A STANDARD NGS DISK
 JU4088'STAMPED---AVALON 2 1980---,
 JU4088'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 JU4088'FLUSH WITH THE GROUND.
 JU4088'20.1 METERS (66 FT) SOUTHEAST FROM THE CENTER OF THE DIVIDER OF
 JU4088'DUNE DRIVE,
 JU4088'12.5 METERS (40.9 FT) NORTHEAST FROM A POWER POLE NO. 44,
 JU4088'6.9 METERS (22.8 FT) NORTHWEST FROM THE NORTHWEST SIDE OF A LONG
 JU4088'PUMPING HOUSE BUILDING,
 JU4088'1.9 METERS (6.3 FT) SOUTHEAST FROM THE SOUTHEAST SIDE OF A SIDEWALK
 JU4088'AND,
 JU4088'0.3 METERS (1.0 FT) NORTH FROM A WITNESS POST.
 JU4088'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 JU4088'STAMPED---AVALON 2 1980---,
 JU4088'SET INTO AN IRREGULAR MASS OF CONCRETE 0.7 METERS BELOW THE SURFACE.
 JU4088'
 JU4088'REFERENCE MARK NO. 4 IS A STANDARD NGS DISK
 JU4088'STAMPED---AVALON 2 NO 4 1980---,
 JU4088'SET INTO A DRILL HOLE IN THE CURB ON THE NORTYWEST SIDE OF DUNE
 JU4088'DRIVE.
 JU4088'17.0 METERS (55.8 FT) SOUTHWEST FROM A WITNESS POST,
 JU4088'14.9 METERS (49 FT) SOUTHEAST FROM THE CENTER OF DUNE DRIVE,
 JU4088'4.6 METERS (15 FT) SOUTHWEST FROM A POWER POLE NO 44 AND
 JU4088'1.5 METERS (5 FT) NORTHEAST FROM THE EXTENDED CENTER OF 14TH STREET.
 JU4088'MARK IS 0.3 METERS BELOW THE STATION.
 JU4088'
 JU4088'REFERENCE MARK NO. 5 IS A STANDARD NGS DISK
 JU4088'STAMPED---AVALON 2 NO 5 1980---,
 JU4088'SET INTO A DRILL HOLE IN THE NORTHWEST BUMPER CURB ALONG THE
 JU4088'NORTHWEST SIDE OF THE DUNE DRIVE ISLAND.
 JU4088'29.3 METERS (96 FT) NORTH FROM THE POWER POLE NO. 44,
 JU4088'29.3 METERS (96 FT) NORTHEAST FROM THE EXTENDED CENTER OF 14TH
 JU4088'STREET,
 JU4088'25.3 METERS (82.9 FT) NORTHWEST FROM A WITNESS POST AND
 JU4088'2.7 METERS (9 FT) NORTHWEST FROM THE CENTER OF THE GRASS COVERED
 JU4088'DUNE DRIVE ISLAND.
 JU4088'MARK IS 0.3 METERS ABOVE THE STATION.
 JU4088'
 JU4088'AZIMUTH MARK NO. 1 IS A STARDARD NGS DISK STAMPED---AVALON 2 1980---
 JU4088'SET IN A DRILL HOLE IN A CONCRETE CURB ALONG THE SOUTHWEST SIDE
 JU4088'OF WEST EIGHTH STREET.  LOCATED 18.7 METERS (61.5 FT) NORTHWEST
 JU4088'FROM THE CENTER OF THE DIVIDER IN DUNE DRIVE, 12.8 METERS (42.1 FT)
 JU4088'SOUTHWEST FROM POWER POLE NO. 71 78, 5.8 METERS ( 18.9 FT)
 JU4088'SOUTHWEST OF THE CENTER OF WEST EIGHTH STREET AND
 JU4088'1.7 METERS (5.5 FT) NORTH OF THE NORTHWEST EDGE OF THE SIDEWALK.
 JU4088'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON DUNE
 JU4088'DRIVE FOR 0.48 KM (0.3 MI) TO WEST EIGHTH STREET AND THE MARK
 JU4088'IN THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 JU4088'
 JU4088'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 JU4088'
 JU4088'DESCRIBED BY RALPH G. POUST
 JU4088
 JU4088                          STATION RECOVERY (1980)
 JU4088
 JU4088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 JU4088'RECOVERED IN GOOD CONDITION.
 JU4088
 JU4088                          STATION RECOVERY (1990)
 JU4088
 JU4088'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU4088'THE STATION IS LOCATED IN THE BOROUGH OF AVALON, ON THE PROPERTY OF
 JU4088'THE DEPARTMENT OF PUBLIC WORKS, BETWEEN 15TH AND 13TH STREET.  TO
 JU4088'REACH THE STATION FROM THE JUNCTION OF AVALON BOULEVARD, COUNTY ROAD
 JU4088'601 AND DUNE DRIVE, PROCEED 0.85 MI (1.37 KM) NORTHEAST ON DUNE DRIVE
 JU4088'TO THE MUNICIPAL GARAGE COMPLEX AND THE STATION ON THE RIGHT.  THE
 JU4088'STATION IS SET IN THE GRASS AREA BETWEEN THE SIDEWALK AND THE GARAGE
 JU4088'BUILDING, 20.1 M (65.9 FT) SOUTHEAST OF THE CENTERLINE OF THE DIVIDER
 JU4088'OF DUNE DRIVE, 12.5 M (41.0 FT) NORTHEAST OF POLE NUMBER 44, 6.9 M
 JU4088'(22.6 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE GARAGE BUILDING,
 JU4088'1.9 M (6.2 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE SIDEWALK AND
 JU4088'FLUSH WITH THE GROUND.  THE AVALON WATER TANK IS NORTHEAST OF THE
 JU4088'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4089 ***********************************************************************
 JU4089  DESIGNATION -  AVALON 2 AZ MK
 JU4089  PID         -  JU4089
 JU4089  STATE/COUNTY-  NJ/CAPE MAY
 JU4089  USGS QUAD   -  AVALON (1994)
 JU4089
 JU4089                         *CURRENT SURVEY CONTROL
 JU4089  ___________________________________________________________________
 JU4089* NAD 83(1996)-  39 06 36.13077(N)    074 42 40.29669(W)     ADJUSTED  
 JU4089* NAVD 88     -         1.2    (meters)       4.     (feet)  VERTCON   
 JU4089  ___________________________________________________________________
 JU4089  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 JU4089  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 JU4089
 JU4089  HORZ ORDER  -  THIRD
 JU4089
 JU4089.The horizontal coordinates were established by classical geodetic methods
 JU4089.and adjusted by the National Geodetic Survey in September 1999..
 JU4089
 JU4089.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4089
 JU4089.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4089
 JU4089.The geoid height was determined by GEOID03.
 JU4089
 JU4089;                    North         East     Units Scale Factor Converg.
 JU4089;SPC NJ       -    30,736.329   131,735.253   MT  0.99990411   -0 07 59.6
 JU4089;SPC NJ       -   100,840.77    432,201.41   sFT  0.99990411   -0 07 59.6
 JU4089;UTM  18      - 4,329,027.246   524,969.500   MT  0.99960768   +0 10 55.9
 JU4089
 JU4089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4089!SPC NJ       -   1.00000533  x   0.99990411  =   0.99990944
 JU4089!UTM  18      -   1.00000533  x   0.99960768  =   0.99961301
 JU4089
 JU4089                          SUPERSEDED SURVEY CONTROL
 JU4089
 JU4089  NAD 83(1986)-  39 06 36.10962(N)    074 42 40.29809(W) AD(       ) 3
 JU4089  NGVD 29 (06/22/90)    1.5    (m)            5.     (f) VERT ANG       
 JU4089
 JU4089.Superseded values are not recommended for survey control.
 JU4089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4089.See file dsdata.txt to determine how the superseded data were derived.
 JU4089
 JU4089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2496929027(NAD 83)
 JU4089_MARKER: DZ = AZIMUTH MARK DISK
 JU4089_SETTING: 0 = UNSPECIFIED SETTING
 JU4089_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4089+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 JU4089
 JU4089  HISTORY     - Date     Condition        Report By
 JU4089  HISTORY     - 1980     MONUMENTED       NGS
 JU4089  HISTORY     - 20060916 GOOD             GEOCAC
 JU4089
 JU4089                          STATION DESCRIPTION
 JU4089
 JU4089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 JU4089'THE STATION IS LOCATED ABOUT 38 KM (24 MI) SOUTHWEST OF ATLANTIC
 JU4089'CITY AND
 JU4089'20.9 KM (13 MI) NORTHEAST OF CAPE MAY IN THE CITY OF AVALON.
 JU4089'OWNERSHIP--CITY OF AVALON
 JU4089'
 JU4089'TO REACH THE STATION FROM THE POST OFFICE IN AVALON GO NORTHEAST ON
 JU4089'DUNE DRIVE FOR 2.1 KM (1.3 MI) TO WEST EIGHTH STREET ON THE LEFT
 JU4089'AND THE STATION.
 JU4089'
 JU4089'THE STATION IS A STANDARD NGS DISK
 JU4089'STAMPED---AVALON 2 1980---,
 JU4089'SET INTO A DRILL HOLE ALONG THE SOUTHWEST SIDE OF WEST EIGHTH STREET
 JU4089'18.9 METERS (62 FT) NORTHWEST FROM THE CENTER OF DUNE DRIVE,
 JU4089'12.8 METERS (42 FT) SOUTHWEST FROM A POWER POLE W7178,
 JU4089'5.8 METERS (19 FT) SOUTHWEST FROM THE CENTER OF EIGHTH STREET WEST
 JU4089'AND,
 JU4089'1.7 METERS (5.5 FT) NORTH FROM THE NORTHEAST CORNER OF A SIDEWALK.
 JU4089'
 JU4089'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 JU4089'
 JU4089'FOR ADDITIONAL INFORMATION SEE STATION AVALON 2 1980. DESCRIBED BY
 JU4089'R. G. POUST.
 JU4089
 JU4089                          STATION RECOVERY (2006)
 JU4089
 JU4089'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JU4089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4090 ***********************************************************************
 JU4090  DESIGNATION -  AVALON 2 RM 5
 JU4090  PID         -  JU4090
 JU4090  STATE/COUNTY-  NJ/CAPE MAY
 JU4090  USGS QUAD   -  AVALON (1994)
 JU4090
 JU4090                         *CURRENT SURVEY CONTROL
 JU4090  ___________________________________________________________________
 JU4090* NAD 83(1996)-  39 06 22.92361(N)    074 42 50.62406(W)     ADJUSTED  
 JU4090* NAVD 88     -         1.72   (+/-2cm)       5.6    (feet)  VERTCON   
 JU4090  ___________________________________________________________________
 JU4090  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 JU4090  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 JU4090
 JU4090  HORZ ORDER  -  THIRD
 JU4090  VERT ORDER  -  THIRD (See Below)
 JU4090
 JU4090.The horizontal coordinates were established by classical geodetic methods
 JU4090.and adjusted by the National Geodetic Survey in September 1999..
 JU4090
 JU4090.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4090.The vertical order pertains to the NGVD 29 superseded value.
 JU4090
 JU4090.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4090
 JU4090.The geoid height was determined by GEOID03.
 JU4090
 JU4090;                    North         East     Units Scale Factor Converg.
 JU4090;SPC NJ       -    30,329.665   131,486.197   MT  0.99990422   -0 08 06.1
 JU4090;SPC NJ       -    99,506.58    431,384.30   sFT  0.99990422   -0 08 06.1
 JU4090;UTM  18      - 4,328,619.338   524,722.759   MT  0.99960753   +0 10 49.3
 JU4090
 JU4090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4090!SPC NJ       -   1.00000525  x   0.99990422  =   0.99990947
 JU4090!UTM  18      -   1.00000525  x   0.99960753  =   0.99961277
 JU4090
 JU4090                          SUPERSEDED SURVEY CONTROL
 JU4090
 JU4090  NAD 83(1986)-  39 06 22.90251(N)    074 42 50.62556(W) AD(       ) 3
 JU4090  NGVD 29 (06/22/90)    2.11   (m)            6.9    (f) LEVELING    3  
 JU4090
 JU4090.Superseded values are not recommended for survey control.
 JU4090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4090.See file dsdata.txt to determine how the superseded data were derived.
 JU4090
 JU4090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2472328619(NAD 83)
 JU4090_MARKER: DR = REFERENCE MARK DISK
 JU4090_SETTING: 0 = UNSPECIFIED SETTING
 JU4090_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4090+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 JU4090
 JU4090  HISTORY     - Date     Condition        Report By
 JU4090  HISTORY     - 1980     MONUMENTED       NGS
 JU4090  HISTORY     - 20060916 GOOD             GEOCAC
 JU4090
 JU4090                          STATION DESCRIPTION
 JU4090
 JU4090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 JU4090'THE STATION IS LOCATED ABOUT 38 KM (24 MI) SOUTHWEST OF ATLANTIC
 JU4090'CITY AND
 JU4090'20.9 KM (13 MI) NORTHEAST OF CAPE MAY IN THE NORTHEAST PART OF
 JU4090'AVALON.
 JU4090'OWNERSHIP--CITY OF AVALON
 JU4090'
 JU4090'TO REACH THE STATION FROM THE POST OFFICE IN AVALON, GO NORTH ON
 JU4090'DUNE DRIVE FOR 0.16 KM (0.1 MI) TO THE AVALON WATER PUMPING STATION
 JU4090'ON THE RIGHT AND THE STATION IN THE CENTER DIVIDER OF THE ROAD.
 JU4090'
 JU4090'THE STATION IS A STANDARD NGS DISK
 JU4090'STAMPED---AVALON 2 NO 5 1980---,
 JU4090'SET INTO A DRILL HOLE IN THE BUMPER CURB ALONG THE NORTHWEST SIDE
 JU4090'OF THE ISLAND IN THE CENTER OF DUNE DRIVE.
 JU4090'29.3 METERS (96 FT) NORTHWEST FROM A POWER POLE NUMBER 44,
 JU4090'29.3 METERS (96 FT) NORTHEAST FROM THE EXTENDES CENTER OF 14TH
 JU4090'STREET,
 JU4090'25.3 METERS (83 FT) NORTHWEST FROM A WITNESS POST AND
 JU4090'2.7 METERS (9 FT) NORTHWEST FROM THE CENTER OF THE ISLAND.
 JU4090'
 JU4090'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 JU4090'
 JU4090'DESCRIBED BY R G POUST
 JU4090
 JU4090                          STATION RECOVERY (2006)
 JU4090
 JU4090'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JU4090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2897 ***********************************************************************
 JU2897  DESIGNATION -  AVALON STANDPIPE
 JU2897  PID         -  JU2897
 JU2897  STATE/COUNTY-  NJ/CAPE MAY
 JU2897  USGS QUAD   -  AVALON (1994)
 JU2897
 JU2897                         *CURRENT SURVEY CONTROL
 JU2897  ___________________________________________________________________
 JU2897* NAD 83(1996)-  39 06 22.98671(N)    074 42 48.21195(W)     ADJUSTED  
 JU2897* NAVD 88     -                                                        
 JU2897  ___________________________________________________________________
 JU2897  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 JU2897  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 JU2897
 JU2897  HORZ ORDER  -  THIRD
 JU2897
 JU2897.The horizontal coordinates were established by classical geodetic methods
 JU2897.and adjusted by the National Geodetic Survey in September 1999..
 JU2897
 JU2897
 JU2897.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2897
 JU2897.The geoid height was determined by GEOID03.
 JU2897
 JU2897;                    North         East     Units Scale Factor Converg.
 JU2897;SPC NJ       -    30,331.474   131,544.151   MT  0.99990419   -0 08 04.6
 JU2897;SPC NJ       -    99,512.51    431,574.44   sFT  0.99990419   -0 08 04.6
 JU2897;UTM  18      - 4,328,621.465   524,780.685   MT  0.99960756   +0 10 50.8
 JU2897
 JU2897                          SUPERSEDED SURVEY CONTROL
 JU2897
 JU2897  NAD 83(1986)-  39 06 22.96441(N)    074 42 48.21343(W) AD(       ) 4
 JU2897  NAD 27      -  39 06 22.55400(N)    074 42 49.63100(W) AD(       ) 3
 JU2897
 JU2897.Superseded values are not recommended for survey control.
 JU2897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2897.See file dsdata.txt to determine how the superseded data were derived.
 JU2897
 JU2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2478128621(NAD 83)
 JU2897_MARKER: 52 = STANDPIPE TANK
 JU2897
 JU2897  HISTORY     - Date     Condition        Report By
 JU2897  HISTORY     - 1928     FIRST OBSERVED   CGS
 JU2897  HISTORY     - 1950     GOOD             CGS
 JU2897  HISTORY     - 1962     GOOD             CGS
 JU2897  HISTORY     - 1972     GOOD             NGS
 JU2897  HISTORY     - 1980     POOR             NGS
 JU2897  HISTORY     - 20060916 MARK NOT FOUND   GEOCAC
 JU2897
 JU2897                          STATION DESCRIPTION
 JU2897
 JU2897'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (RLS)
 JU2897'STATION IS THE MIDDLE OF THE STANDPIPE IN AVALON.  IT IS THE
 JU2897'ONLY STANDPIPE IN THE TOWN OF AVALON.  IT IS AN INTERSECTION STATION
 JU2897'AND IS NOT MARKED.
 JU2897
 JU2897                          STATION RECOVERY (1950)
 JU2897
 JU2897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2897'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 JU2897'IS ADEQUATE AND CORRECT WITH THE FOLLOWING ADDITION--
 JU2897'
 JU2897'THE STANDPIPE IS LOCATED ON THE SE CORNER OF THE INTERSECTION
 JU2897'OF THIRTEENTH STREET AND SECOND AVENUE IN AVALON.
 JU2897
 JU2897                          STATION RECOVERY (1962)
 JU2897
 JU2897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2897'THE STATION WAS RECOVERED IN GOOD CONDITION.
 JU2897'
 JU2897'A NEW DESCRIPTION FOLLOWS.
 JU2897'
 JU2897'THE STATION IS A STEEL STANDPIPE PAINTED BLACK, SETTING ON A
 JU2897'FOUR FOOT HIGH CONCRETE FOOTING.  THE OVERALL HEIGHT IS
 JU2897'APPROXIMATELY 125 FEET.  IT IS ON THE SOUTHEAST SIDE OF DUNE
 JU2897'DRIVE, 1.0 MILE NORTH OF THE POST OFFICE IN AVALON.
 JU2897'
 JU2897'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 JU2897'AVALON TO THE CENTER OF THE STANDPIPE.  THE DISTANCE IS 90.58
 JU2897'FEET AND 27.608 METERS.
 JU2897
 JU2897                          STATION RECOVERY (1972)
 JU2897
 JU2897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RST)
 JU2897'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH THE
 JU2897'FOLLOWING ADDITION--
 JU2897'
 JU2897'THE STANDPIPE IS PAINTED BLUE.
 JU2897
 JU2897                          STATION RECOVERY (1980)
 JU2897
 JU2897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 JU2897'THE STATION WAS FOUND IN POOR CONDITION AND WILL SOON BE TORN DOWN
 JU2897'AND A NEW TANK BUILT.  THE NEW TANK IS TO BE COMPLETED IN THE SUMMER
 JU2897'OF 1981.
 JU2897
 JU2897                          STATION RECOVERY (2006)
 JU2897
 JU2897'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JU2897'STANDPIPE HAS BEEN REPLACED BY 4-LEGGED TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4818 ***********************************************************************
 KV4818  DESIGNATION -  AVENEL STEEL EQUIPMENT TOWER
 KV4818  PID         -  KV4818
 KV4818  STATE/COUNTY-  NJ/MIDDLESEX
 KV4818  USGS QUAD   -  PERTH AMBOY (1981)
 KV4818
 KV4818                         *CURRENT SURVEY CONTROL
 KV4818  ___________________________________________________________________
 KV4818* NAD 83(1996)-  40 34 38.48806(N)    074 16 33.20975(W)     ADJUSTED  
 KV4818* NAVD 88     -                                                        
 KV4818  ___________________________________________________________________
 KV4818  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 KV4818  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KV4818
 KV4818  HORZ ORDER  -  THIRD
 KV4818
 KV4818.The horizontal coordinates were established by classical geodetic methods
 KV4818.and adjusted by the National Geodetic Survey in September 1999..
 KV4818
 KV4818
 KV4818.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4818
 KV4818.The geoid height was determined by GEOID03.
 KV4818
 KV4818;                    North         East     Units Scale Factor Converg.
 KV4818;SPC NJ       -   193,642.051   168,973.439   MT  0.99990443   +0 08 44.8
 KV4818;SPC NJ       -   635,307.30    554,373.69   sFT  0.99990443   +0 08 44.8
 KV4818;SPC NY L     -    45,642.107   276,640.066   MT  1.00000617   -0 10 49.6
 KV4818;SPC NY L     -   149,744.15    907,609.95   sFT  1.00000617   -0 10 49.6
 KV4818;UTM  18      - 4,492,093.408   561,286.218   MT  0.99964623   +0 28 15.7
 KV4818
 KV4818                          SUPERSEDED SURVEY CONTROL
 KV4818
 KV4818  NAD 83(1996)-  40 34 38.48785(N)    074 16 33.21008(W) AD(       ) 4
 KV4818  NAD 83(1986)-  40 34 38.48959(N)    074 16 33.20322(W) AD(       ) 4
 KV4818  NAD 27      -  40 34 38.12000(N)    074 16 34.68400(W) AD(       ) 3
 KV4818
 KV4818.Superseded values are not recommended for survey control.
 KV4818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4818.See file dsdata.txt to determine how the superseded data were derived.
 KV4818
 KV4818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6128692093(NAD 83)
 KV4818_MARKER: 54 = WATER TOWER
 KV4818
 KV4818  HISTORY     - Date     Condition        Report By
 KV4818  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4818
 KV4818                          STATION DESCRIPTION
 KV4818
 KV4818'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4818'THE SQUARE TOWER -- WEST OF ARTHUR KILL, IN AVENEL ON THE NORTH
 KV4818'SIDE OF AVENEL STREET AND EAST OF THE PENN. R.R. TRACKS -- IN THE
 KV4818'PLANT OF THE STEEL EQUIPMENT CORPORATION, RISING FROM A 25 FOOT
 KV4818'HIGH RED-BRICK BUILDING.  IT IS A RED-BRICK, WHITE-TRIMMED WATER
 KV4818'TOWER.
 KV4818'
 KV4818'THE STATION IS THE TOWERS TOP CENTER, APPROXIMATELY 60 FEET
 KV4818'ABOVE GROUND.
 KV4818'
 KV4818'THE BUILDINGS ARE SUFFICIENTLY LARGE TO PERMIT OF AIR-PHOTO
 KV4818'IDENTIFICATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5145 ***********************************************************************
 KV5145  DESIGNATION -  AVON WATER TANK
 KV5145  PID         -  KV5145
 KV5145  STATE/COUNTY-  NJ/MONMOUTH
 KV5145  USGS QUAD   -  ASBURY PARK (1989)
 KV5145
 KV5145                         *CURRENT SURVEY CONTROL
 KV5145  ___________________________________________________________________
 KV5145* NAD 83(1996)-  40 11 37.60346(N)    074 01 19.79910(W)     ADJUSTED  
 KV5145* NAVD 88     -                                                        
 KV5145  ___________________________________________________________________
 KV5145  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 KV5145  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV5145
 KV5145  HORZ ORDER  -  THIRD
 KV5145
 KV5145.The horizontal coordinates were established by classical geodetic methods
 KV5145.and adjusted by the National Geodetic Survey in September 1999..
 KV5145
 KV5145
 KV5145.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5145
 KV5145.The geoid height was determined by GEOID03.
 KV5145
 KV5145;                    North         East     Units Scale Factor Converg.
 KV5145;SPC NJ       -   151,138.257   190,684.488   MT  0.99992037   +0 18 30.2
 KV5145;SPC NJ       -   495,859.43    625,604.02   sFT  0.99992037   +0 18 30.2
 KV5145;UTM  18      - 4,449,723.516   583,231.846   MT  0.99968528   +0 37 52.0
 KV5145
 KV5145                          SUPERSEDED SURVEY CONTROL
 KV5145
 KV5145  NAD 83(1986)-  40 11 37.60220(N)    074 01 19.79348(W) AD(       ) 4
 KV5145  NAD 27      -  40 11 37.19300(N)    074 01 21.29500(W) AD(       ) 3
 KV5145
 KV5145.Superseded values are not recommended for survey control.
 KV5145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5145.See file dsdata.txt to determine how the superseded data were derived.
 KV5145
 KV5145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8323249724(NAD 83)
 KV5145_MARKER: 53 = ELEVATED TANK
 KV5145
 KV5145  HISTORY     - Date     Condition        Report By
 KV5145  HISTORY     - 1962     FIRST OBSERVED   CGS
 KV5145  HISTORY     - 1984     GOOD             USPSQD
 KV5145  HISTORY     - 19920809 GOOD             USPSQD
 KV5145
 KV5145                          STATION DESCRIPTION
 KV5145
 KV5145'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV5145'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  THE TANK SITS
 KV5145'ON 4 LEGS WITH AN OVERALL HEIGHT OF 120 FT, AND IS PAINTED SILVER.
 KV5145'
 KV5145'THE STATION IS LOCATED NORTHWEST OF THE FIRE DEPARTMENT AND POLICE
 KV5145'BUILDING, 0.05 MILES WEST OF THE INTERSECTION OF WOODLAND AVENUE
 KV5145'AND MAIN STREET IN AVON.
 KV5145
 KV5145                          STATION RECOVERY (1984)
 KV5145
 KV5145'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5145'STATION FOUND GOOD.
 KV5145'
 KV5145'TANK NOW PAINTED WHITE, NO LONGER ANY LETTERING ON TANK.
 KV5145
 KV5145                          STATION RECOVERY (1992)
 KV5145
 KV5145'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0659 ***********************************************************************
 JU0659  DESIGNATION -  B 10 1930
 JU0659  PID         -  JU0659
 JU0659  STATE/COUNTY-  NJ/SALEM
 JU0659  USGS QUAD   -  PENNS GROVE (1995)
 JU0659
 JU0659                         *CURRENT SURVEY CONTROL
 JU0659  ___________________________________________________________________
 JU0659* NAD 83(1986)-  39 43 45.     (N)    075 28 14.     (W)     SCALED    
 JU0659* NAVD 88     -         4.276  (meters)      14.03   (feet)  POSTED    
 JU0659  ___________________________________________________________________
 JU0659  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JU0659  DYNAMIC HT  -           4.270 (meters)      14.01  (feet)  COMP
 JU0659  MODELED GRAV-     980,165.2   (mgal)                       NAVD 88
 JU0659
 JU0659  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JU0659
 JU0659.The horizontal coordinates were scaled from a topographic map and have
 JU0659.an estimated accuracy of +/- 6 seconds.
 JU0659
 JU0659.The orthometric height was determined by differential leveling
 JU0659.and adjusted by the National Geodetic Survey in 1992..
 JU0659.No vertical observational check was made to the station.
 JU0659.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JU0659.was located on a no-check spur therefore a value was not computed.
 JU0659
 JU0659.The geoid height was determined by GEOID03.
 JU0659
 JU0659.The dynamic height is computed by dividing the NAVD 88
 JU0659.geopotential number by the normal gravity value computed on the
 JU0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0659.degrees latitude (g = 980.6199 gals.).
 JU0659
 JU0659.The modeled gravity was interpolated from observed gravity values.
 JU0659
 JU0659;                    North         East    Units  Estimated Accuracy
 JU0659;SPC NJ       -    99,900.       66,800.      MT  (+/- 180 meters Scaled)
 JU0659
 JU0659                          SUPERSEDED SURVEY CONTROL
 JU0659
 JU0659  NGVD 29 (??/??/??)    4.624  (m)           15.17   (f) ADJUSTED    1 2
 JU0659
 JU0659.Superseded values are not recommended for survey control.
 JU0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0659.See file dsdata.txt to determine how the superseded data were derived.
 JU0659
 JU0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ596978(NAD 83)
 JU0659_MARKER: DB = BENCH MARK DISK
 JU0659_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0659_SP_SET: BRICK WALL
 JU0659_STAMPING: 15.171 B 10 1930
 JU0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0659+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2003
 JU0659
 JU0659  HISTORY     - Date     Condition        Report By
 JU0659  HISTORY     - 1930     MONUMENTED       CGS
 JU0659  HISTORY     - 1973     GOOD             NGS
 JU0659  HISTORY     - 20030605 GOOD             GEOCAC
 JU0659
 JU0659                          STATION DESCRIPTION
 JU0659
 JU0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0659'AT PENNS GROVE.
 JU0659'AT PENNS GROVE, SALEM COUNTY, AT THE PEOPLES BANK OF PENNS GROVE,
 JU0659'IN THE BRICK WALL OF THE BUILDING, 5 FEET SOUTHWEST OF THE MAIN
 JU0659'ENTRANCE, AND 2 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED
 JU0659'15.171 B 10 1930 AND SET VERTICALLY.
 JU0659
 JU0659                          STATION RECOVERY (1973)
 JU0659
 JU0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JU0659'RECOVERED IN GOOD CONDITION.
 JU0659
 JU0659                          STATION RECOVERY (2003)
 JU0659
 JU0659'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 JU0659'BANK BUILDING IS LOCATED AT SOUTH CORNER OF INTERSECTION OF EAST MAIN
 JU0659'AND BROAD STREETS. BUILDING IS APPARENTLY VACANT. HANDHELD CONSUMER
 JU0659'GPS RETURNS COORDINATES AS N39 43 46.8, W075 28 06.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2204 ***********************************************************************
 JU2204  DESIGNATION -  B 100
 JU2204  PID         -  JU2204
 JU2204  STATE/COUNTY-  NJ/SALEM
 JU2204  USGS QUAD   -  PENNS GROVE (1995)
 JU2204
 JU2204                         *CURRENT SURVEY CONTROL
 JU2204  ___________________________________________________________________
 JU2204* NAD 83(1986)-  39 40 42.     (N)    075 29 40.     (W)     SCALED    
 JU2204* NAVD 88     -         3.852  (meters)      12.64   (feet)  ADJUSTED  
 JU2204  ___________________________________________________________________
 JU2204  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JU2204  DYNAMIC HT  -           3.851 (meters)      12.63  (feet)  COMP
 JU2204  MODELED GRAV-     980,155.6   (mgal)                       NAVD 88
 JU2204  OBS GRAVITY -     980,152.6   (mgal)                       GRAV_OBS
 JU2204
 JU2204  VERT ORDER  -  FIRST     CLASS II
 JU2204
 JU2204.The horizontal coordinates were scaled from a topographic map and have
 JU2204.an estimated accuracy of +/- 6 seconds.
 JU2204
 JU2204.The orthometric height was determined by differential leveling
 JU2204.and adjusted by the National Geodetic Survey in June 1991..
 JU2204
 JU2204.The geoid height was determined by GEOID03.
 JU2204
 JU2204.The dynamic height is computed by dividing the NAVD 88
 JU2204.geopotential number by the normal gravity value computed on the
 JU2204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2204.degrees latitude (g = 980.6199 gals.).
 JU2204
 JU2204.The modeled gravity was interpolated from observed gravity values.
 JU2204.The observed gravity was obtained from relative gravimeter ties
 JU2204.to the IGSN71 gravity network.
 JU2204
 JU2204;                    North         East    Units  Estimated Accuracy
 JU2204;SPC NJ       -    94,280.       64,690.      MT  (+/- 180 meters Scaled)
 JU2204
 JU2204                          SUPERSEDED SURVEY CONTROL
 JU2204
 JU2204  NGVD 29 (01/10/92)    4.109  (m)           13.48   (f) ADJUSTED    1 2
 JU2204
 JU2204.Superseded values are not recommended for survey control.
 JU2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2204.See file dsdata.txt to determine how the superseded data were derived.
 JU2204
 JU2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ575921(NAD 83)
 JU2204_MARKER: I = METAL ROD
 JU2204_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2204_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JU2204_STAMPING: B 100 1978
 JU2204_PROJECTION: FLUSH
 JU2204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU2204+STABILITY: POSITION/ELEVATION WELL
 JU2204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2204+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2004
 JU2204_ROD/PIPE-DEPTH: 10.7 meters
 JU2204_SLEEVE-DEPTH  : 6.10 meters
 JU2204
 JU2204  HISTORY     - Date     Condition        Report By
 JU2204  HISTORY     - 1978     MONUMENTED       NGS
 JU2204  HISTORY     - 1979     GOOD             NGS
 JU2204  HISTORY     - 20040908 GOOD             GEOCAC
 JU2204
 JU2204                          STATION DESCRIPTION
 JU2204
 JU2204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 JU2204'000
 JU2204'AT THE INTERSECTION OF INTERSTATE 295, U.S. HIGHWAYS 40 AND 130 AND
 JU2204'STATE HIGHWAY 49, AT THE END OF THE OFF RAMP FROM THE EAST BOUND
 JU2204'INTERSTATE ONTO HIGHWAY 49, 67 FEET NORTHWEST OF THE CENTER LINE OF
 JU2204'HIGHWAY 49, 25 FEET NORTHEAST OF THE NORTHEAST EDGE OF HIGH STREET,
 JU2204'36 FEET WEST-SOUTHWEST OF AN ALUMINUM STREET LAMP POLE, AND 17 FEET
 JU2204'SOUTHWEST OF A 30-INCH TREE.  THIS BENCH MARK HAS BEEN DESIGNATED A
 JU2204'BASIC NET A LEVEL LINE JUNCTION MARK.
 JU2204'THE MARK IS 22 FT  SE FROM A WITNESS POST.
 JU2204'THE MARK IS 1 FT ABOVE HIGHWAY.
 JU2204
 JU2204                          STATION RECOVERY (1979)
 JU2204
 JU2204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU2204'IN DEEPWATER.
 JU2204
 JU2204                          STATION RECOVERY (2004)
 JU2204
 JU2204'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU2204'THE STATION IS LOCATED WEST-NORTHWEST OF THE WEST EDGE OF NJ ROUTE 49
 JU2204'IN PENNSVILLE NJ NEAR THE POINT WHERE THE OFF-RAMP FROM I-295/US40
 JU2204'NORTHBOUND JOINS RTE 49 AND BETWEEN RTE 49 AND THE SOUTHEAST CORNER OF
 JU2204'THE PARKING LOT FOR A CRACKER BARREL RESTAURANT.  IT IS 27.1 FEET
 JU2204'EAST-NORTHEAST FROM THE SOUTHWEST END OF A CHAIN LINK FENCE AROUND THE
 JU2204'PARKING LOT, 21.0 FEET NORTHWEST OF UTILITY POLE NUMBER S38757, 15.33
 JU2204'FEET SOUTH-SOUTHWEST OF THE BASE OF A 36-INCH DIAMETER TREE, 23.1 FEET
 JU2204'WEST OF THE MOST SOUTHERY POST IN A METAL GUARDRAIL ON THE
 JU2204'WEST SIDE OF ROUTE 49, AND ABOUT 36.0 FEET EAST OF THE MOST SOUTHERLY
 JU2204'OF SEVERAL METAL FLAGPOLES ALONG THE EAST SIDE OF THE PARKING LOT. A
 JU2204'WHITE NJ GEODETIC SURVEY WITNESS SIGN IS MOUNTED ON THE FENCE NEAR THE
 JU2204'SOUTHWEST END.  THE ROD IS MOUNTED IN A FIVE-INCH PIPE.  THE TOP
 JU2204'OF THE PIPE IS ABOUT THREE INCHES BELOW THE SURFACE AND THE TOP OF THE
 JU2204'ROD IS ABOUT FIVE INCHES BELOW THE SURFACE.  TO REACH FROM THE POST
 JU2204'OFFICE IN DEEPWATER NJ, GO SOUTH-SOUTHWEST ON NJ ROUTE 49 FOR 0.4
 JU2204'MILES TO THE OVERPASS OVER THE INTERSTATE, CONTINUE SOUTH-SOUTHWEST ON
 JU2204'NJ ROUTE 49 FOR 0.1 MILES TO THE MARK ON THE RIGHT.  HANDHELD
 JU2204'COORDINATES ARE N39-40-41.46 W075-29-39.12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3408 ***********************************************************************
 KV3408  DESIGNATION -  B 101
 KV3408  PID         -  KV3408
 KV3408  STATE/COUNTY-  NJ/ESSEX
 KV3408  USGS QUAD   -  ELIZABETH (1995)
 KV3408
 KV3408                         *CURRENT SURVEY CONTROL
 KV3408  ___________________________________________________________________
 KV3408* NAD 83(1986)-  40 44 52.     (N)    074 10 14.     (W)     SCALED    
 KV3408* NAVD 88     -        10.801  (meters)      35.44   (feet)  ADJUSTED  
 KV3408  ___________________________________________________________________
 KV3408  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KV3408  DYNAMIC HT  -          10.797 (meters)      35.42  (feet)  COMP
 KV3408  MODELED GRAV-     980,220.0   (mgal)                       NAVD 88
 KV3408
 KV3408  VERT ORDER  -  FIRST     CLASS II
 KV3408
 KV3408.The horizontal coordinates were scaled from a topographic map and have
 KV3408.an estimated accuracy of +/- 6 seconds.
 KV3408
 KV3408.The orthometric height was determined by differential leveling
 KV3408.and adjusted by the National Geodetic Survey in June 1991..
 KV3408
 KV3408.The geoid height was determined by GEOID03.
 KV3408
 KV3408.The dynamic height is computed by dividing the NAVD 88
 KV3408.geopotential number by the normal gravity value computed on the
 KV3408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3408.degrees latitude (g = 980.6199 gals.).
 KV3408
 KV3408.The modeled gravity was interpolated from observed gravity values.
 KV3408
 KV3408;                    North         East    Units  Estimated Accuracy
 KV3408;SPC NJ       -   212,590.      177,820.      MT  (+/- 180 meters Scaled)
 KV3408
 KV3408                          SUPERSEDED SURVEY CONTROL
 KV3408
 KV3408  NGVD 29 (??/??/??)   11.132  (m)           36.52   (f) ADJUSTED    1 2
 KV3408
 KV3408.Superseded values are not recommended for survey control.
 KV3408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3408.See file dsdata.txt to determine how the superseded data were derived.
 KV3408
 KV3408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL700110(NAD 83)
 KV3408_MARKER: DB = BENCH MARK DISK
 KV3408_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV3408_SP_SET: ABUTMENT
 KV3408_STAMPING: B 101 1979
 KV3408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3408
 KV3408  HISTORY     - Date     Condition        Report By
 KV3408  HISTORY     - 1979     MONUMENTED       NGS
 KV3408  HISTORY     - 19940823 GOOD             USPSQD
 KV3408
 KV3408                          STATION DESCRIPTION
 KV3408
 KV3408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3408'IN NEWARK.
 KV3408'IN NEWARK, 1.2 MILES NORTHEAST ALONG BROAD STREET FROM CITY HALL TO
 KV3408'THE MARK ON THE RIGHT, IN THE CENTER OF THE WEST FACE OF THE EAST
 KV3408'ABUTMENT OF THE STATE ROUTE 58 HIGHWAY BRIDGE OVER BROAD STREET,
 KV3408'51.5 FEET SOUTH OF THE SOUTH CURB OF GRANT STREET, 16.7 FEET EAST
 KV3408'OF THE EAST CURB OF BROAD STREET, THIS MARK IS SET VERTICALLY AND
 KV3408'IS 4.3 FEET ABOVE THE SIDE WALK.
 KV3408'THE MARK IS 4 FT ABOVE SIDEWALK.
 KV3408
 KV3408                          STATION RECOVERY (1994)
 KV3408
 KV3408'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3440 ***********************************************************************
 KV3440  DESIGNATION -  B 103
 KV3440  PID         -  KV3440
 KV3440  STATE/COUNTY-  NJ/MORRIS
 KV3440  USGS QUAD   -  POMPTON PLAINS (1995)
 KV3440
 KV3440                         *CURRENT SURVEY CONTROL
 KV3440  ___________________________________________________________________
 KV3440* NAD 83(1986)-  40 58 07.     (N)    074 17 08.     (W)     SCALED    
 KV3440* NAVD 88     -        54.807  (meters)     179.81   (feet)  ADJUSTED  
 KV3440  ___________________________________________________________________
 KV3440  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KV3440  DYNAMIC HT  -          54.784 (meters)     179.74  (feet)  COMP
 KV3440  MODELED GRAV-     980,207.0   (mgal)                       NAVD 88
 KV3440
 KV3440  VERT ORDER  -  FIRST     CLASS II
 KV3440
 KV3440.The horizontal coordinates were scaled from a topographic map and have
 KV3440.an estimated accuracy of +/- 6 seconds.
 KV3440
 KV3440.The orthometric height was determined by differential leveling
 KV3440.and adjusted by the National Geodetic Survey in June 1991..
 KV3440
 KV3440.The geoid height was determined by GEOID03.
 KV3440
 KV3440.The dynamic height is computed by dividing the NAVD 88
 KV3440.geopotential number by the normal gravity value computed on the
 KV3440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3440.degrees latitude (g = 980.6199 gals.).
 KV3440
 KV3440.The modeled gravity was interpolated from observed gravity values.
 KV3440
 KV3440;                    North         East    Units  Estimated Accuracy
 KV3440;SPC NJ       -   237,080.      168,050.      MT  (+/- 180 meters Scaled)
 KV3440
 KV3440                          SUPERSEDED SURVEY CONTROL
 KV3440
 KV3440  NGVD 29 (??/??/??)   55.116  (m)          180.83   (f) ADJUSTED    1 2
 KV3440
 KV3440.Superseded values are not recommended for survey control.
 KV3440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3440.See file dsdata.txt to determine how the superseded data were derived.
 KV3440
 KV3440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL601355(NAD 83)
 KV3440_MARKER: I = METAL ROD
 KV3440_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KV3440_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KV3440_STAMPING: B 103 1979
 KV3440_PROJECTION: FLUSH
 KV3440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV3440+STABILITY: POSITION/ELEVATION WELL
 KV3440_ROD/PIPE-DEPTH: 18.0 meters
 KV3440_SLEEVE-DEPTH  : 2.44 meters
 KV3440
 KV3440  HISTORY     - Date     Condition        Report By
 KV3440  HISTORY     - 1979     MONUMENTED       NGS
 KV3440  HISTORY     - 1985     GOOD             NJGS
 KV3440
 KV3440                          STATION DESCRIPTION
 KV3440
 KV3440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3440'400
 KV3440'AT POMPTON PLAINS, AT THE JUNCTION OF JACKSON AVENUE AND THE STATE
 KV3440'ROUTE 23 TRAFFIC CIRCLE, INSIDE AND AT THE SOUTH END OF THE CIRCLE,
 KV3440'92.0 FEET SOUTHEAST OF A POWER POLE ON THE WEST SIDE OF THE CIRCLE,
 KV3440'73.0 FEET SOUTHWEST OF A POWER POLE ON THE EAST SIDE OF THE CIRCLE,
 KV3440'67.0 FEET SOUTH OF THE EXTENDED CENTER LINE OF JACKSON AVENUE, 47.4
 KV3440'FEET SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST EDGE OF A 2-FOOT FLUSH
 KV3440'METAL MAN HOLE COVER WITH LETTERS SHD.
 KV3440'THE MARK IS 1 FT  N FROM A WITNESS POST.
 KV3440'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 KV3440
 KV3440                          STATION RECOVERY (1985)
 KV3440
 KV3440'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1985
 KV3440'TREATENED BY FUTURE RECONSTRUCTION OF ROUTE 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0024 ***********************************************************************
 KV0024  DESIGNATION -  B 11
 KV0024  PID         -  KV0024
 KV0024  STATE/COUNTY-  NJ/MIDDLESEX
 KV0024  USGS QUAD   -  PERTH AMBOY (1981)
 KV0024
 KV0024                         *CURRENT SURVEY CONTROL
 KV0024  ___________________________________________________________________
 KV0024* NAD 83(1986)-  40 33 13.     (N)    074 17 00.     (W)     SCALED    
 KV0024* NAVD 88     -        13.534  (meters)      44.40   (feet)  ADJUSTED  
 KV0024  ___________________________________________________________________
 KV0024  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KV0024  DYNAMIC HT  -          13.529 (meters)      44.39  (feet)  COMP
 KV0024  MODELED GRAV-     980,213.9   (mgal)                       NAVD 88
 KV0024
 KV0024  VERT ORDER  -  FIRST     CLASS I
 KV0024
 KV0024.The horizontal coordinates were scaled from a topographic map and have
 KV0024.an estimated accuracy of +/- 6 seconds.
 KV0024
 KV0024.The orthometric height was determined by differential leveling
 KV0024.and adjusted by the National Geodetic Survey in June 1991..
 KV0024
 KV0024.The geoid height was determined by GEOID03.
 KV0024
 KV0024.The dynamic height is computed by dividing the NAVD 88
 KV0024.geopotential number by the normal gravity value computed on the
 KV0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0024.degrees latitude (g = 980.6199 gals.).
 KV0024
 KV0024.The modeled gravity was interpolated from observed gravity values.
 KV0024
 KV0024;                    North         East    Units  Estimated Accuracy
 KV0024;SPC NJ       -   191,000.      168,350.      MT  (+/- 180 meters Scaled)
 KV0024
 KV0024                          SUPERSEDED SURVEY CONTROL
 KV0024
 KV0024  NGVD 29 (04/16/92)   13.845  (m)           45.42   (f) ADJUSTED    1 1
 KV0024
 KV0024.Superseded values are not recommended for survey control.
 KV0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0024.See file dsdata.txt to determine how the superseded data were derived.
 KV0024
 KV0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK606894(NAD 83)
 KV0024_MARKER: DB = BENCH MARK DISK
 KV0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0024_SP_SET: WINDOW
 KV0024_STAMPING: 45.522 B 11 1933
 KV0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0024+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2005
 KV0024
 KV0024  HISTORY     - Date     Condition        Report By
 KV0024  HISTORY     - 1933     MONUMENTED       CGS
 KV0024  HISTORY     - 1934     GOOD             CGS
 KV0024  HISTORY     - 1965     GOOD             CGS
 KV0024  HISTORY     - 1989     GOOD             USPSQD
 KV0024  HISTORY     - 20051221 GOOD             GEOCAC
 KV0024
 KV0024                          STATION DESCRIPTION
 KV0024
 KV0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0024'AT WOODBRIDGE.
 KV0024'AT WOODBRIDGE, MIDDLESEX COUNTY, AT THE NORTHWEST CORNER OF THE
 KV0024'INTERSECTION OF AMBOY AVENUE AND MAIN STREET, 85 FEET NORTH OF
 KV0024'THE CENTERLINE OF MAIN STREET, ON THE WEST SIDE OF THE KNIGHTS
 KV0024'OF COLUMBUS HOME, IN THE SOUTHWEST FACE OF THE BAY WINDOW, AND
 KV0024'ABOUT 4-1/2 FEET HIGHER THAN THE GROUND.  A STANDARD DISK,
 KV0024'STAMPED 45.522 B 11 1933 AND SET VERTICALLY.
 KV0024
 KV0024                          STATION RECOVERY (1965)
 KV0024
 KV0024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0024'RECOVERED IN GOOD CONDITION.
 KV0024
 KV0024                          STATION RECOVERY (1989)
 KV0024
 KV0024'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0024'RECOVERED IN GOOD CONDITION.
 KV0024
 KV0024                          STATION RECOVERY (2005)
 KV0024
 KV0024'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 KV0024'HANDHELD COORDINATES ARE N40-33-13.44 W074-16-58.50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0127 ***********************************************************************
 KV0127  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0127  DESIGNATION -  B 12
 KV0127  PID         -  KV0127
 KV0127  STATE/COUNTY-  NJ/BERGEN
 KV0127  USGS QUAD   -  WEEHAWKEN (1995)
 KV0127
 KV0127                         *CURRENT SURVEY CONTROL
 KV0127  ___________________________________________________________________
 KV0127* NAD 83(1986)-  40 49 35.     (N)    074 06 22.     (W)     SCALED    
 KV0127* NAVD 88     -        29.411  (meters)      96.49   (feet)  ADJUSTED  
 KV0127  ___________________________________________________________________
 KV0127  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KV0127  DYNAMIC HT  -          29.400 (meters)      96.46  (feet)  COMP
 KV0127  MODELED GRAV-     980,229.1   (mgal)                       NAVD 88
 KV0127
 KV0127  VERT ORDER  -  FIRST     CLASS II
 KV0127
 KV0127.The horizontal coordinates were scaled from a topographic map and have
 KV0127.an estimated accuracy of +/- 6 seconds.
 KV0127
 KV0127.The orthometric height was determined by differential leveling
 KV0127.and adjusted by the National Geodetic Survey in June 1991..
 KV0127
 KV0127.This Tidal Bench Mark is designated as VM 7431
 KV0127.by the Center for Operational Oceanographic Products and Services.
 KV0127
 KV0127.The geoid height was determined by GEOID03.
 KV0127
 KV0127.The dynamic height is computed by dividing the NAVD 88
 KV0127.geopotential number by the normal gravity value computed on the
 KV0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0127.degrees latitude (g = 980.6199 gals.).
 KV0127
 KV0127.The modeled gravity was interpolated from observed gravity values.
 KV0127
 KV0127;                    North         East    Units  Estimated Accuracy
 KV0127;SPC NJ       -   221,340.      183,220.      MT  (+/- 180 meters Scaled)
 KV0127
 KV0127                          SUPERSEDED SURVEY CONTROL
 KV0127
 KV0127  NGVD 29 (??/??/??)   29.726  (m)           97.53   (f) ADJUSTED    1 2
 KV0127
 KV0127.Superseded values are not recommended for survey control.
 KV0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0127.See file dsdata.txt to determine how the superseded data were derived.
 KV0127
 KV0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL753198(NAD 83)
 KV0127_MARKER: DB = BENCH MARK DISK
 KV0127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0127_SP_SET: BUILDING
 KV0127_STAMPING: 97.526 B 12 1933
 KV0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0127+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2001
 KV0127
 KV0127  HISTORY     - Date     Condition        Report By
 KV0127  HISTORY     - 1933     MONUMENTED       CGS
 KV0127  HISTORY     - 1934     GOOD             CGS
 KV0127  HISTORY     - 1979     GOOD             NGS
 KV0127  HISTORY     - 20010402 GOOD             LOCENG
 KV0127
 KV0127                          STATION DESCRIPTION
 KV0127
 KV0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0127'AT RUTHERFORD.
 KV0127'AT RUTHERFORD, BERGEN COUNTY, AT THE INTERSECTION OF PARK AVENUE
 KV0127'AND RIDGE ROAD, 60 FEET SOUTH OF THE CENTERLINE OF PARK AVE.
 KV0127'IN THE EAST END OF THE FIRST PRESBYTERIAN CHURCH, 21 FEET
 KV0127'NORTH OF THE EAST ENTRANCE, AND ABOUT 2 FEET HIGHER THAN THE
 KV0127'GROUND.  A STANDARD DISK, STAMPED 97.526 B 12 1933 AND SET
 KV0127'VERTICALLY.
 KV0127
 KV0127                          STATION RECOVERY (1979)
 KV0127
 KV0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0127'RECOVERED IN GOOD CONDITION.
 KV0127
 KV0127                          STATION RECOVERY (2001)
 KV0127
 KV0127'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (FMK)
 KV0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0192 ***********************************************************************
 KV0192  DESIGNATION -  B 13
 KV0192  PID         -  KV0192
 KV0192  STATE/COUNTY-  NJ/MORRIS
 KV0192  USGS QUAD   -  POMPTON PLAINS (1995)
 KV0192
 KV0192                         *CURRENT SURVEY CONTROL
 KV0192  ___________________________________________________________________
 KV0192* NAD 83(1986)-  40 58 09.     (N)    074 17 35.     (W)     SCALED    
 KV0192* NAVD 88     -        58.700  (meters)     192.58   (feet)  ADJUSTED  
 KV0192  ___________________________________________________________________
 KV0192  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV0192  DYNAMIC HT  -          58.675 (meters)     192.50  (feet)  COMP
 KV0192  MODELED GRAV-     980,207.6   (mgal)                       NAVD 88
 KV0192
 KV0192  VERT ORDER  -  FIRST     CLASS II
 KV0192
 KV0192.The horizontal coordinates were scaled from a topographic map and have
 KV0192.an estimated accuracy of +/- 6 seconds.
 KV0192
 KV0192.The orthometric height was determined by differential leveling
 KV0192.and adjusted by the National Geodetic Survey in June 1991..
 KV0192
 KV0192.The geoid height was determined by GEOID03.
 KV0192
 KV0192.The dynamic height is computed by dividing the NAVD 88
 KV0192.geopotential number by the normal gravity value computed on the
 KV0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0192.degrees latitude (g = 980.6199 gals.).
 KV0192
 KV0192.The modeled gravity was interpolated from observed gravity values.
 KV0192
 KV0192;                    North         East    Units  Estimated Accuracy
 KV0192;SPC NJ       -   237,140.      167,420.      MT  (+/- 180 meters Scaled)
 KV0192
 KV0192                          SUPERSEDED SURVEY CONTROL
 KV0192
 KV0192  NGVD 29 (??/??/??)   59.009  (m)          193.60   (f) ADJUSTED    1 2
 KV0192
 KV0192.Superseded values are not recommended for survey control.
 KV0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0192.See file dsdata.txt to determine how the superseded data were derived.
 KV0192
 KV0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL594355(NAD 83)
 KV0192_MARKER: DB = BENCH MARK DISK
 KV0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0192_STAMPING: 193.474 B 13 1933
 KV0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0192+STABILITY: SURFACE MOTION
 KV0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0192+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2006
 KV0192
 KV0192  HISTORY     - Date     Condition        Report By
 KV0192  HISTORY     - 1933     MONUMENTED       CGS
 KV0192  HISTORY     - 1934     GOOD             CGS
 KV0192  HISTORY     - 1979     GOOD             NGS
 KV0192  HISTORY     - 1985     GOOD             NJGS
 KV0192  HISTORY     - 19960421 GOOD             USPSQD
 KV0192  HISTORY     - 20060409 GOOD             GEOCAC
 KV0192
 KV0192                          STATION DESCRIPTION
 KV0192
 KV0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0192'AT POMPTON PLAINS.
 KV0192'AT POMPTON PLAINS, MORRIS COUNTY, 180 FEET NORTH OF THE ERIE
 KV0192'RAILROAD STATION, 21 FEET SOUTH OF THE CENTER OF A PRIVATE-ROAD
 KV0192'CROSSING, 18 FEET EAST OF THE EAST RAIL, AND LEVEL WITH THE
 KV0192'TRACK.  A STANDARD DISK, STAMPED 193.474 B 13 1933 AND SET IN THE
 KV0192'TOP OF A CONCRETE POST.  NOTE-- THE DELAWARE, LACKAWANNA AND
 KV0192'WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE
 KV0192'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV0192
 KV0192                          STATION RECOVERY (1979)
 KV0192
 KV0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0192'RECOVERED IN GOOD CONDITION.
 KV0192
 KV0192                          STATION RECOVERY (1985)
 KV0192
 KV0192'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1985
 KV0192'MARK HAS SETTLED APPROXIMATLEY 0.05 FEET FOLLOWING EXCAVATION FOR A
 KV0192'LARGE PIPELINE. ABOUT FIVE FEET AWAY FROM IT. TBM'S WERE SET BY NGSCS
 KV0192'AND SECOND-ORDER CONNECTION MADE TO THE TBM'S FROM B-13.
 KV0192'CHECK-LEVELING AFTER CONSTRUCTION SHOWED SUBSTANTIAL SETTLEMENT OF
 KV0192'THE MARK. A RE-SET MARK WILL PROBABLY BE SET IN THE AREA, BASED ON
 KV0192'THE TBM'S FIELD NOTES ATTACHED FOR PRE--AND POST-CONSTRUCTION
 KV0192'LEVELING FROM AND TO B-13.
 KV0192
 KV0192                          STATION RECOVERY (1996)
 KV0192
 KV0192'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV0192'RECOVERED IN GOOD CONDITION.
 KV0192
 KV0192                          STATION RECOVERY (2006)
 KV0192
 KV0192'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0720 ***********************************************************************
 LY0720  DESIGNATION -  B 14
 LY0720  PID         -  LY0720
 LY0720  STATE/COUNTY-  NJ/SUSSEX
 LY0720  USGS QUAD   -  PORT JERVIS SOUTH (1983)
 LY0720
 LY0720                         *CURRENT SURVEY CONTROL
 LY0720  ___________________________________________________________________
 LY0720* NAD 83(1986)-  41 15 34.     (N)    074 37 48.     (W)     SCALED    
 LY0720* NAVD 88     -       169.057  (meters)     554.65   (feet)  ADJUSTED  
 LY0720  ___________________________________________________________________
 LY0720  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 LY0720  DYNAMIC HT  -         168.986 (meters)     554.41  (feet)  COMP
 LY0720  MODELED GRAV-     980,201.7   (mgal)                       NAVD 88
 LY0720
 LY0720  VERT ORDER  -  FIRST     CLASS II
 LY0720
 LY0720.The horizontal coordinates were scaled from a topographic map and have
 LY0720.an estimated accuracy of +/- 6 seconds.
 LY0720
 LY0720.The orthometric height was determined by differential leveling
 LY0720.and adjusted by the National Geodetic Survey in June 1991..
 LY0720
 LY0720.The geoid height was determined by GEOID03.
 LY0720
 LY0720.The dynamic height is computed by dividing the NAVD 88
 LY0720.geopotential number by the normal gravity value computed on the
 LY0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0720.degrees latitude (g = 980.6199 gals.).
 LY0720
 LY0720.The modeled gravity was interpolated from observed gravity values.
 LY0720
 LY0720;                    North         East    Units  Estimated Accuracy
 LY0720;SPC NJ       -   269,370.      139,110.      MT  (+/- 180 meters Scaled)
 LY0720
 LY0720                          SUPERSEDED SURVEY CONTROL
 LY0720
 LY0720  NGVD 29 (??/??/92)  169.243  (m)          555.26   (f) ADJ UNCH    1 2
 LY0720
 LY0720.Superseded values are not recommended for survey control.
 LY0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0720.See file dsdata.txt to determine how the superseded data were derived.
 LY0720
 LY0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL309676(NAD 83)
 LY0720_MARKER: DB = BENCH MARK DISK
 LY0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0720_STAMPING: 555.258 B 14 1933
 LY0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0720+STABILITY: SURFACE MOTION
 LY0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY0720+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2005
 LY0720
 LY0720  HISTORY     - Date     Condition        Report By
 LY0720  HISTORY     - 1933     MONUMENTED       CGS
 LY0720  HISTORY     - 1942     GOOD             NGS
 LY0720  HISTORY     - 20050101 GOOD             GEOCAC
 LY0720
 LY0720                          STATION DESCRIPTION
 LY0720
 LY0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0720'4 MI N FROM SUSSEX.
 LY0720'4 MILES NORTH ALONG THE SUSSEX-PORT JERVIS HIGHWAY FROM
 LY0720'SUSSEX, ON THE HIGH POINT LAKE PROPERTY, 350 FEET SOUTH OF THE
 LY0720'JUNCTION OF THE ROAD TO UNIONVILLE, ABOUT 300 FEET NORTH OF A
 LY0720'DAIRY BARN, 24 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 LY0720'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 LY0720'555.258 B 14 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LY0720
 LY0720                          STATION RECOVERY (2005)
 LY0720
 LY0720'RECOVERY NOTE BY GEOCACHING 2005 (JRI)
 LY0720'STATION IS LEVEL WITH THE GROUND, ABOUT 1 FOOT WEST OF A NORTH-SOUTH
 LY0720'FENCE AND ABOUT 8 FEET NORTH OF A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1266 ***********************************************************************
 KV1266  DESIGNATION -  B 15
 KV1266  PID         -  KV1266
 KV1266  STATE/COUNTY-  NJ/SUSSEX
 KV1266  USGS QUAD   -  STANHOPE (1981)
 KV1266
 KV1266                         *CURRENT SURVEY CONTROL
 KV1266  ___________________________________________________________________
 KV1266* NAD 83(1986)-  40 57 17.     (N)    074 44 12.     (W)     SCALED    
 KV1266* NAVD 88     -       237.700  (meters)     779.85   (feet)  ADJUSTED  
 KV1266  ___________________________________________________________________
 KV1266  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV1266  DYNAMIC HT  -         237.593 (meters)     779.50  (feet)  COMP
 KV1266  MODELED GRAV-     980,171.2   (mgal)                       NAVD 88
 KV1266
 KV1266  VERT ORDER  -  SECOND    CLASS 0
 KV1266
 KV1266.The horizontal coordinates were scaled from a topographic map and have
 KV1266.an estimated accuracy of +/- 6 seconds.
 KV1266
 KV1266.The orthometric height was determined by differential leveling
 KV1266.and adjusted by the National Geodetic Survey in June 1991..
 KV1266
 KV1266.The geoid height was determined by GEOID03.
 KV1266
 KV1266.The dynamic height is computed by dividing the NAVD 88
 KV1266.geopotential number by the normal gravity value computed on the
 KV1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1266.degrees latitude (g = 980.6199 gals.).
 KV1266
 KV1266.The modeled gravity was interpolated from observed gravity values.
 KV1266
 KV1266;                    North         East    Units  Estimated Accuracy
 KV1266;SPC NJ       -   235,550.      130,080.      MT  (+/- 180 meters Scaled)
 KV1266
 KV1266                          SUPERSEDED SURVEY CONTROL
 KV1266
 KV1266  NGVD 29 (??/??/??)  237.915  (m)          780.56   (f) ADJUSTED    2 0
 KV1266
 KV1266.Superseded values are not recommended for survey control.
 KV1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1266.See file dsdata.txt to determine how the superseded data were derived.
 KV1266
 KV1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL221337(NAD 83)
 KV1266_MARKER: DB = BENCH MARK DISK
 KV1266_SETTING: 66 = SET IN ROCK OUTCROP
 KV1266_SP_SET: ROCK OUTCROP
 KV1266_STAMPING: B 15 1933
 KV1266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV1266+STABILITY: POSITION/ELEVATION WELL
 KV1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1266+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2001
 KV1266
 KV1266  HISTORY     - Date     Condition        Report By
 KV1266  HISTORY     - 1933     MONUMENTED       CGS
 KV1266  HISTORY     - 1934     MARK NOT FOUND   CGS
 KV1266  HISTORY     - 1972     MARK NOT FOUND   NJGS
 KV1266  HISTORY     - 20010412 GOOD             NJGS
 KV1266
 KV1266                          STATION DESCRIPTION
 KV1266
 KV1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV1266'AT CRANBERRY LAKE.
 KV1266'AT CRANBERRY LAKE, SUSSEX COUNTY, ON THE DELAWARE, LACKAWANNA AND
 KV1266'WESTERN RAILROAD, 19 RAILS SOUTH OF MILEPOST MB 53, 8 RAILS
 KV1266'NORTH OF A SUSPENSION FOOTBRIDGE, 10 YARDS WEST OF THE WEST RAIL,
 KV1266'IN THE TOP OF A LARGE ROCK OUTCROP, AND ABOUT 4 FEET HIGHER THAN
 KV1266'THE RAIL.  A STANDARD DISK, STAMPED B 15 1933.  NOTE-- THE DELAWARE,
 KV1266'LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV1266'THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV1266
 KV1266                          STATION RECOVERY (1972)
 KV1266
 KV1266'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1972
 KV1266'MARK NOT FOUND.
 KV1266
 KV1266                          STATION RECOVERY (2001)
 KV1266
 KV1266'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV1266'RECOVERED WITH THE FOLLOWING ADDITIONS.  8.0 METERS NORTH WEST FROM
 KV1266'THE WEST END OF A STEEL I-BEAM AND WOOD BARRICADE.  14.1 METERS WEST
 KV1266'NORTH WEST FROM THE EAST END OF THE BARRICADE. 30.0 METERS WEST FROM
 KV1266'THE CENTER LINE OF ROUTE 206.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1519 ***********************************************************************
 KV1519  DESIGNATION -  B 16
 KV1519  PID         -  KV1519
 KV1519  STATE/COUNTY-  NJ/WARREN
 KV1519  USGS QUAD   -  EASTON (1994)
 KV1519
 KV1519                         *CURRENT SURVEY CONTROL
 KV1519  ___________________________________________________________________
 KV1519* NAD 83(1986)-  40 40 17.     (N)    075 09 31.     (W)     SCALED    
 KV1519* NAVD 88     -        83.140  (meters)     272.77   (feet)  ADJUSTED  
 KV1519  ___________________________________________________________________
 KV1519  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KV1519  DYNAMIC HT  -          83.101 (meters)     272.64  (feet)  COMP
 KV1519  MODELED GRAV-     980,155.2   (mgal)                       NAVD 88
 KV1519
 KV1519  VERT ORDER  -  FIRST     CLASS II
 KV1519
 KV1519.The horizontal coordinates were scaled from a topographic map and have
 KV1519.an estimated accuracy of +/- 6 seconds.
 KV1519
 KV1519.The orthometric height was determined by differential leveling
 KV1519.and adjusted by the National Geodetic Survey in June 1991..
 KV1519
 KV1519.The geoid height was determined by GEOID03.
 KV1519
 KV1519.The dynamic height is computed by dividing the NAVD 88
 KV1519.geopotential number by the normal gravity value computed on the
 KV1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1519.degrees latitude (g = 980.6199 gals.).
 KV1519
 KV1519.The modeled gravity was interpolated from observed gravity values.
 KV1519
 KV1519;                    North         East    Units  Estimated Accuracy
 KV1519;SPC NJ       -   204,270.       94,320.      MT  (+/- 180 meters Scaled)
 KV1519
 KV1519                          SUPERSEDED SURVEY CONTROL
 KV1519
 KV1519  NGVD 29 (01/10/92)   83.362  (m)          273.50   (f) ADJUSTED    1 2
 KV1519
 KV1519.Superseded values are not recommended for survey control.
 KV1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1519.See file dsdata.txt to determine how the superseded data were derived.
 KV1519
 KV1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL865022(NAD 83)
 KV1519_MARKER: DB = BENCH MARK DISK
 KV1519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1519_SP_SET: BRIDGE
 KV1519_STAMPING: B 16 1933
 KV1519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1519
 KV1519  HISTORY     - Date     Condition        Report By
 KV1519  HISTORY     - 1933     MONUMENTED       CGS
 KV1519  HISTORY     - 1954     GOOD             CGS
 KV1519  HISTORY     - 1954     GOOD             CGS
 KV1519  HISTORY     - 1978     GOOD             NGS
 KV1519
 KV1519                          STATION DESCRIPTION
 KV1519
 KV1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KV1519'0.7 MI W FROM VULCANITE.
 KV1519'0.7 MILE WEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE
 KV1519'STATION AT VULCANITE, WARREN COUNTY, 8 RAILS EAST OF AUTOMATIC
 KV1519'SIGNAL 69.3, AT BRIDGE 69.71, ON THE TOP OF THE NORTHWEST WING
 KV1519'WALL, 15 FEET NORTH OF THE CENTERLINE OF THE TRACK AND ABOUT 4
 KV1519'FEET LOWER THAN THE TRACK.
 KV1519
 KV1519                          STATION RECOVERY (1954)
 KV1519
 KV1519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KV1519'RECOVERED IN GOOD CONDITION.
 KV1519
 KV1519                          STATION RECOVERY (1978)
 KV1519
 KV1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0821 ***********************************************************************
 KU0821  DESIGNATION -  B 17
 KU0821  PID         -  KU0821
 KU0821  STATE/COUNTY-  NJ/MONMOUTH
 KU0821  USGS QUAD   -  SANDY HOOK (1981)
 KU0821
 KU0821                         *CURRENT SURVEY CONTROL
 KU0821  ___________________________________________________________________
 KU0821* NAD 83(1986)-  40 26 51.     (N)    073 59 17.     (W)     SCALED    
 KU0821* NAVD 88     -         5.473  (meters)      17.96   (feet)  ADJUSTED  
 KU0821  ___________________________________________________________________
 KU0821  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KU0821  DYNAMIC HT  -           5.471 (meters)      17.95  (feet)  COMP
 KU0821  MODELED GRAV-     980,197.7   (mgal)                       NAVD 88
 KU0821
 KU0821  VERT ORDER  -  FIRST     CLASS II
 KU0821
 KU0821.The horizontal coordinates were scaled from a topographic map and have
 KU0821.an estimated accuracy of +/- 6 seconds.
 KU0821
 KU0821.The orthometric height was determined by differential leveling
 KU0821.and adjusted by the National Geodetic Survey in June 1991..
 KU0821.WARNING-Repeat measurements at this control monument indicate possible
 KU0821.vertical movement.
 KU0821
 KU0821.The geoid height was determined by GEOID03.
 KU0821
 KU0821.The dynamic height is computed by dividing the NAVD 88
 KU0821.geopotential number by the normal gravity value computed on the
 KU0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0821.degrees latitude (g = 980.6199 gals.).
 KU0821
 KU0821.The modeled gravity was interpolated from observed gravity values.
 KU0821
 KU0821;                    North         East    Units  Estimated Accuracy
 KU0821;SPC NJ       -   179,330.      193,430.      MT  (+/- 180 meters Scaled)
 KU0821
 KU0821                          SUPERSEDED SURVEY CONTROL
 KU0821
 KU0821  NGVD 29 (04/16/92)    5.803  (m)           19.04   (f) ADJUSTED    1 2
 KU0821
 KU0821.Superseded values are not recommended for survey control.
 KU0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0821.See file dsdata.txt to determine how the superseded data were derived.
 KU0821
 KU0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK858779(NAD 83)
 KU0821_MARKER: DB = BENCH MARK DISK
 KU0821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0821_SP_SET: SIDEWALK
 KU0821_STAMPING: B 17 1940
 KU0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0821
 KU0821  HISTORY     - Date     Condition        Report By
 KU0821  HISTORY     - 1940     MONUMENTED       CGS
 KU0821  HISTORY     - 1964     GOOD             NGS
 KU0821  HISTORY     - 19920701 MARK NOT FOUND   USPSQD
 KU0821  HISTORY     - 19950622 MARK NOT FOUND   NJGS
 KU0821
 KU0821                          STATION DESCRIPTION
 KU0821
 KU0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KU0821'1.4 MI SE FROM FORT HANCOCK.
 KU0821'0.15 MILE SOUTH ALONG MAGRUDER ROAD FROM THE LIGHTHOUSE,
 KU0821'THENCE EAST ALONG GUNNISON ROAD FOR 1.25 MILES TO BUILDING
 KU0821'NUMBER 408, 36.4 FEET NORTH-NORTHEAST OF RM 2, 25.5 FEET
 KU0821'SOUTH OF THE NORTHWEST CORNER OF BUILDING NUMBER 408, 25.4 FEET
 KU0821'NORTH OF THE SOUTHWEST CORNER OF BUILDING NUMBER 408, 20.0 FEET
 KU0821'EAST OF THE CENTER LINE OF GUNNISON ROAD, 8.7 FEET EAST OF
 KU0821'THE EAST EDGE OF A MANHOLE AND ABOUT SIX INCHES WEST OF THE
 KU0821'WEST SIDE OF BUILDING NUMBER 408, ABOUT LEVEL WITH GUNNISON
 KU0821'ROAD AND IS SET IN THE TOP OF THE EAST SIDE OF SIDE WALK.
 KU0821
 KU0821                          STATION RECOVERY (1992)
 KU0821
 KU0821'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0821'MARK NOT FOUND.
 KU0821
 KU0821                          STATION RECOVERY (1995)
 KU0821
 KU0821'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KU0821'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KU0821'SEARCH BY A TWO MAN PARTY.  THE BUILDING AND SIDEWALK HAVE BOTH BEEN
 KU0821'REMOVED.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1092 ***********************************************************************
 KV1092  DESIGNATION -  B 18
 KV1092  PID         -  KV1092
 KV1092  STATE/COUNTY-  NJ/MERCER
 KV1092  USGS QUAD   -  PENNINGTON (1995)
 KV1092
 KV1092                         *CURRENT SURVEY CONTROL
 KV1092  ___________________________________________________________________
 KV1092* NAD 83(1986)-  40 15 56.     (N)    074 50 54.     (W)     SCALED    
 KV1092* NAVD 88     -        18.180  (meters)      59.65   (feet)  ADJUSTED  
 KV1092  ___________________________________________________________________
 KV1092  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KV1092  DYNAMIC HT  -          18.172 (meters)      59.62  (feet)  COMP
 KV1092  MODELED GRAV-     980,158.4   (mgal)                       NAVD 88
 KV1092
 KV1092  VERT ORDER  -  FIRST     CLASS I
 KV1092
 KV1092.The horizontal coordinates were scaled from a topographic map and have
 KV1092.an estimated accuracy of +/- 6 seconds.
 KV1092
 KV1092.The orthometric height was determined by differential leveling
 KV1092.and adjusted by the National Geodetic Survey in June 1991..
 KV1092.WARNING-Repeat measurements at this control monument indicate possible
 KV1092.vertical movement.
 KV1092
 KV1092.The geoid height was determined by GEOID03.
 KV1092
 KV1092.The dynamic height is computed by dividing the NAVD 88
 KV1092.geopotential number by the normal gravity value computed on the
 KV1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1092.degrees latitude (g = 980.6199 gals.).
 KV1092
 KV1092.The modeled gravity was interpolated from observed gravity values.
 KV1092
 KV1092;                    North         East    Units  Estimated Accuracy
 KV1092;SPC NJ       -   159,060.      120,370.      MT  (+/- 180 meters Scaled)
 KV1092
 KV1092                          SUPERSEDED SURVEY CONTROL
 KV1092
 KV1092  NGVD 29 (01/10/92)   18.480  (m)           60.63   (f) ADJUSTED    1 1
 KV1092
 KV1092.Superseded values are not recommended for survey control.
 KV1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1092.See file dsdata.txt to determine how the superseded data were derived.
 KV1092
 KV1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK128572(NAD 83)
 KV1092_MARKER: DB = BENCH MARK DISK
 KV1092_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KV1092_SP_SET: BRIDGE WINGWALL
 KV1092_STAMPING: B 18 1935
 KV1092_MARK LOGO: CGS   
 KV1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1092+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1988
 KV1092
 KV1092  HISTORY     - Date     Condition        Report By
 KV1092  HISTORY     - 1935     MONUMENTED       CGS
 KV1092  HISTORY     - 1956     GOOD             CGS
 KV1092  HISTORY     - 1975     GOOD             BAKER
 KV1092  HISTORY     - 1976     GOOD             NGS
 KV1092  HISTORY     - 19880211 GOOD             NJGS
 KV1092
 KV1092                          STATION DESCRIPTION
 KV1092
 KV1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1092'6.1 MI NW FROM TRENTON.
 KV1092'6.1 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV1092'STATION AT TRENTON, ON TOP OF THE NORTHEAST CONCRETE WINGWALL
 KV1092'OF A WOODEN BRIDGE OVER A FEEDER CANAL, 52.8 FEET SOUTHWEST OF THE
 KV1092'CENTER LINE OF STATE HIGHWAY 29, 50.7 FEET NORTHEAST OF THE
 KV1092'NORTHEAST RAIL, 15.4 FEET NORTHWEST OF THE CENTER OF THE BRIDGE,
 KV1092'1.6 FEET NORTH OF THE NORTH CORNER OF THE BRIDGE AND 1-FOOT LOWER
 KV1092'THAN THE BRIDGE FLOOR.
 KV1092
 KV1092                          STATION RECOVERY (1975)
 KV1092
 KV1092'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 KV1092'RECOVERED IN GOOD CONDITION.
 KV1092
 KV1092                          STATION RECOVERY (1976)
 KV1092
 KV1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KV1092'RECOVERED IN GOOD CONDITION.
 KV1092
 KV1092                          STATION RECOVERY (1988)
 KV1092
 KV1092'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1092'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1092'ON THE NORTHWEST SIDE OF THE NORTH INTERSECTION OF STATE HIGHWAY
 KV1092'ROUTES 29 AND 175, ON TOP OF THE NORTHEAST END OF THE NORTHEAST
 KV1092'CONCRETE ABUTMENT OF A WOODEN BRIDGE CROSSING THE DELAWARE RARITAN
 KV1092'CANAL STATE PARK, 4.7 M (15.4 FT) NORTHWEST OF THE CENTER OF THE
 KV1092'BRIDGE, 0.49 M (1.6 FT) NORTH OF THE NORTH CORNER OF THE BRIDGE, 16.46
 KV1092'M (54.0 FT) NORTHWEST OF NEW JERSEY GEODETIC CONTROL MONUMENT 2108,
 KV1092'SET 0.3 M (1.0 FT) BELOW THE BRIDGE PAVEMENT ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1056 ***********************************************************************
 KV1056  DESIGNATION -  B 19
 KV1056  PID         -  KV1056
 KV1056  STATE/COUNTY-  NJ/HUNTERDON
 KV1056  USGS QUAD   -  STOCKTON (1981)
 KV1056
 KV1056                         *CURRENT SURVEY CONTROL
 KV1056  ___________________________________________________________________
 KV1056* NAD 83(1986)-  40 23 51.     (N)    074 55 43.     (W)     SCALED    
 KV1056* NAVD 88     -        36.098  (meters)     118.43   (feet)  ADJUSTED  
 KV1056  ___________________________________________________________________
 KV1056  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 KV1056  DYNAMIC HT  -          36.080 (meters)     118.37  (feet)  COMP
 KV1056  MODELED GRAV-     980,142.9   (mgal)                       NAVD 88
 KV1056
 KV1056  VERT ORDER  -  FIRST     CLASS I
 KV1056
 KV1056.The horizontal coordinates were scaled from a topographic map and have
 KV1056.an estimated accuracy of +/- 6 seconds.
 KV1056
 KV1056.The orthometric height was determined by differential leveling
 KV1056.and adjusted by the National Geodetic Survey in June 1991..
 KV1056
 KV1056.The geoid height was determined by GEOID03.
 KV1056
 KV1056.The dynamic height is computed by dividing the NAVD 88
 KV1056.geopotential number by the normal gravity value computed on the
 KV1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1056.degrees latitude (g = 980.6199 gals.).
 KV1056
 KV1056.The modeled gravity was interpolated from observed gravity values.
 KV1056
 KV1056;                    North         East    Units  Estimated Accuracy
 KV1056;SPC NJ       -   173,740.      113,620.      MT  (+/- 180 meters Scaled)
 KV1056
 KV1056                          SUPERSEDED SURVEY CONTROL
 KV1056
 KV1056  NGVD 29 (01/10/92)   36.371  (m)          119.33   (f) ADJUSTED    1 1
 KV1056
 KV1056.Superseded values are not recommended for survey control.
 KV1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1056.See file dsdata.txt to determine how the superseded data were derived.
 KV1056
 KV1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK060718(NAD 83)
 KV1056_MARKER: DB = BENCH MARK DISK
 KV1056_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1056_SP_SET: RAILROAD ABUTMENT
 KV1056_STAMPING: B 19 1935
 KV1056_MARK LOGO: CGS   
 KV1056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1056+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1989
 KV1056
 KV1056  HISTORY     - Date     Condition        Report By
 KV1056  HISTORY     - 1935     MONUMENTED       CGS
 KV1056  HISTORY     - 19890606 GOOD             NJGS
 KV1056
 KV1056                          STATION DESCRIPTION
 KV1056
 KV1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1056'3.1 MI N FROM LAMBERTVILLE.
 KV1056'3.1 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KV1056'AT LAMBERTVILLE, HUNTERDON COUNTY, AT UNDERPASS 2.76, IN THE
 KV1056'TOP OF THE SOUTHWEST CORNER OF THE CONCRETE HEADWALL, AND ABOUT
 KV1056'LEVEL WITH THE TRACK.
 KV1056
 KV1056                          STATION RECOVERY (1989)
 KV1056
 KV1056'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV1056'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1056'IN WEST AMWELL TOWNSHIP, 2.72 KM (1.70 MI) NORTHEAST ALONG ALEXAUKEN
 KV1056'CREEK ROAD FROM ITS INTERSECTION WITH STATE HIGHWAY ROUTE 29, LOCATED
 KV1056'IN THE NORTH END OF THE BOROUGH OF LAMBERTVILLE, PASSSING UNDER THE
 KV1056'U.S. ROUTE 202 OVERPASS AT THE 0.32 KM (0.20 MI) MARK, TO HAMP ROAD,
 KV1056'THEN TURN NORTHWEST ON HAMP ROAD AND PROCEED ABOUT 122.0 M (400.3 FT)
 KV1056'TO THE RAILROAD BRIDGE AND THE MARK ON THE TOP OF THE SOUTHEAST CORNER
 KV1056'OF THE SOUTHWEST BRIDGE ABUTMENT.  ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0942 ***********************************************************************
 KV0942  DESIGNATION -  B 2
 KV0942  PID         -  KV0942
 KV0942  STATE/COUNTY-  NJ/MIDDLESEX
 KV0942  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0942
 KV0942                         *CURRENT SURVEY CONTROL
 KV0942  ___________________________________________________________________
 KV0942* NAD 83(1986)-  40 27 04.     (N)    074 18 56.     (W)     SCALED    
 KV0942* NAVD 88     -        28.000  (meters)      91.86   (feet)  POSTED    
 KV0942  ___________________________________________________________________
 KV0942  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KV0942  DYNAMIC HT  -          27.990 (meters)      91.83  (feet)  COMP
 KV0942  MODELED GRAV-     980,210.9   (mgal)                       NAVD 88
 KV0942
 KV0942  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KV0942
 KV0942.The horizontal coordinates were scaled from a topographic map and have
 KV0942.an estimated accuracy of +/- 6 seconds.
 KV0942
 KV0942.The orthometric height was determined by differential leveling
 KV0942.and adjusted by the National Geodetic Survey in 1992..
 KV0942.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KV0942.rate of 3.1 thru 4.0 mm/km.
 KV0942
 KV0942.The geoid height was determined by GEOID03.
 KV0942
 KV0942.The dynamic height is computed by dividing the NAVD 88
 KV0942.geopotential number by the normal gravity value computed on the
 KV0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0942.degrees latitude (g = 980.6199 gals.).
 KV0942
 KV0942.The modeled gravity was interpolated from observed gravity values.
 KV0942
 KV0942;                    North         East    Units  Estimated Accuracy
 KV0942;SPC NJ       -   179,620.      165,650.      MT  (+/- 180 meters Scaled)
 KV0942
 KV0942                          SUPERSEDED SURVEY CONTROL
 KV0942
 KV0942  NGVD 29 (??/??/??)   28.363  (m)           93.05   (f) ADJUSTED    1 2
 KV0942
 KV0942.Superseded values are not recommended for survey control.
 KV0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0942.See file dsdata.txt to determine how the superseded data were derived.
 KV0942
 KV0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK580780(NAD 83)
 KV0942_MARKER: DB = BENCH MARK DISK
 KV0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0942_STAMPING: 93.084 B 2 1924
 KV0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0942+STABILITY: SURFACE MOTION
 KV0942
 KV0942  HISTORY     - Date     Condition        Report By
 KV0942  HISTORY     - 1924     MONUMENTED       CGS
 KV0942  HISTORY     - 1952     MARK NOT FOUND   CGS
 KV0942  HISTORY     - 1954     MARK NOT FOUND   USGS
 KV0942
 KV0942                          STATION DESCRIPTION
 KV0942
 KV0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0942'0.5 MI S FROM ERNSTON.
 KV0942'0.5 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM ERNSTON,
 KV0942'MIDDLESEX COUNTY, AT A DIRT-ROAD CROSSING, 63 FEET NORTH OF THE
 KV0942'CENTERLINE OF THE TRACK, 27 FEET WET OF THE CENTERLINE OF THE
 KV0942'DIRT ROAD, AT THE SOUTHEAST CORNER OF A FENCE INCLOSURE JUST
 KV0942'EAST OF A LARGE FACTORY (THE DU PONT BRONZE CO. PROPERTY), 3
 KV0942'FEET SOUTH OF THE FENCE, AND 6 INCHES BELOW THE SURFACE OF THE
 KV0942'GROUND.  A STANDARD DISK, STAMPED 93.084 B 2 1924 AND SET IN THE
 KV0942'TOP OF A CONCRETE POST.
 KV0942
 KV0942                          STATION RECOVERY (1954)
 KV0942
 KV0942'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KV0942'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4414 ***********************************************************************
 KV4414  DESIGNATION -  B 2
 KV4414  PID         -  KV4414
 KV4414  STATE/COUNTY-  NJ/HUDSON
 KV4414  USGS QUAD   -  JERSEY CITY (1981)
 KV4414
 KV4414                         *CURRENT SURVEY CONTROL
 KV4414  ___________________________________________________________________
 KV4414* NAD 83(1996)-  40 40 29.97928(N)    074 07 16.02949(W)     ADJUSTED  
 KV4414* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 KV4414  ___________________________________________________________________
 KV4414  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 KV4414  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KV4414
 KV4414  HORZ ORDER  -  THIRD
 KV4414
 KV4414.The horizontal coordinates were established by classical geodetic methods
 KV4414.and adjusted by the National Geodetic Survey in September 1999..
 KV4414
 KV4414.The orthometric height was scaled from a topographic map.
 KV4414
 KV4414.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4414
 KV4414.The geoid height was determined by GEOID03.
 KV4414
 KV4414;                    North         East     Units Scale Factor Converg.
 KV4414;SPC NJ       -   204,528.059   182,030.098   MT  0.99991262   +0 14 49.0
 KV4414;SPC NJ       -   671,022.47    597,210.41   sFT  0.99991262   +0 14 49.0
 KV4414;SPC NY L     -    56,454.632   289,759.722   MT  0.99999955   -0 04 45.2
 KV4414;SPC NY L     -   185,218.24    950,653.35   sFT  0.99999955   -0 04 45.2
 KV4414;UTM  18      - 4,503,050.678   574,277.539   MT  0.99966791   +0 34 22.3
 KV4414
 KV4414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4414!SPC NJ       -   1.00000431  x   0.99991262  =   0.99991693
 KV4414!SPC NY L     -   1.00000431  x   0.99999955  =   1.00000386
 KV4414!UTM  18      -   1.00000431  x   0.99966791  =   0.99967222
 KV4414
 KV4414|---------------------------------------------------------------------|
 KV4414| PID    Reference Object                     Distance      Geod. Az  |
 KV4414|                                                           dddmmss.s |
 KV4414| CB5660 B 2 RM 1                                           08342     |
 KV4414| KV4233 BAYONNE FIRST REFORM CH SPIRE       APPROX. 0.6 KM 1043849.8 |
 KV4414| CB5661 B 2 RM 2                                           15520     |
 KV4414| KV4346 HARBOR LINE 1913 RM 8               298.221 METERS 20829     |
 KV4414| KV4714 ELIZABETH EAST SPIRE                APPROX. 6.1 KM 2451813.3 |
 KV4414| KV4673 BEACON                              APPROX. 1.2 KM 2473142.3 |
 KV4414| KV4748 ELIZABETH H V WALKER TALL TANK      APPROX. 6.0 KM 2685226.0 |
 KV4414| KV4747 ELIZABETH HITCHINGS CO TANK         APPROX. 6.4 KM 2692125.6 |
 KV4414| KV4752 ELIZABETH HITCHINGS CO CHIMNEY      APPROX. 6.4 KM 2692841.8 |
 KV4414| KV4751 NEWARK BAY BEACON 2                 APPROX. 1.1 KM 2791914.7 |
 KV4414| KV4779 PORT NEWARK TERM MERCUR W TANK      APPROX. 3.9 KM 3224010.2 |
 KV4414| KV4776 NEW CHIMNEY IN MARSH                APPROX. 4.9 KM 3230110.4 |
 KV4414| KV4777 PORT NEWARK TERM MERCUR E TANK      APPROX. 3.3 KM 3274014.9 |
 KV4414| KV4767 NEWARK BAY BEACON 3                 APPROX. 1.4 KM 3310131.1 |
 KV4414| KV4772 PORT NEWARK E P N TANK              APPROX. 2.7 KM 3334414.1 |
 KV4414| KV4762 NEWARK BAY PASSAIC LH OLD TWR       APPROX. 2.4 KM 3481622.7 |
 KV4414| KV4330 NEWARK BAY BEACON 4                 APPROX. 2.0 KM 3575624.7 |
 KV4414|---------------------------------------------------------------------|
 KV4414
 KV4414                          SUPERSEDED SURVEY CONTROL
 KV4414
 KV4414  NAD 83(1996)-  40 40 29.97920(N)    074 07 16.02957(W) AD(       ) 3
 KV4414  NAD 83(1996)-  40 40 29.97749(N)    074 07 16.03084(W) AD(       ) 3
 KV4414  NAD 83(1992)-  40 40 29.97743(N)    074 07 16.03113(W) AD(       ) 3
 KV4414  NAD 83(1986)-  40 40 29.97763(N)    074 07 16.03108(W) AD(       ) 3
 KV4414  NAD 27      -  40 40 29.60800(N)    074 07 17.51600(W) AD(       ) 3
 KV4414
 KV4414.Superseded values are not recommended for survey control.
 KV4414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4414.See file dsdata.txt to determine how the superseded data were derived.
 KV4414
 KV4414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7427803051(NAD 83)
 KV4414_MARKER: DS = TRIANGULATION STATION DISK
 KV4414_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4414_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4414
 KV4414  HISTORY     - Date     Condition        Report By
 KV4414  HISTORY     - 1913     MONUMENTED       CGS
 KV4414  HISTORY     - 1931     SEE DESCRIPTION  CGS
 KV4414  HISTORY     - 1934     GOOD             CGS
 KV4414
 KV4414                          STATION DESCRIPTION
 KV4414
 KV4414'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4414'ON THE W OR NEWARK BAY SHORE OF BAYONNE, ABOUT 1-1/2 MILES BELOW
 KV4414'THE LEHIGH VALLEY RAILROAD BRIDGE, ON A POINT OF THE PROPERTY OF
 KV4414'THE JOHN W. FERGUSON COMPANY.  THE STATION IS ON A SHELF 4 FEET
 KV4414'BELOW THE TOP OF A BLUFF, AND IS ABOUT 300 METERS BELOW THE
 KV4414'NEW JERSEY BOAT CLUB AND 125 METERS ABOVE THE NEWARK BAY BOAT
 KV4414'CLUB.
 KV4414'
 KV4414'THE STATION IS MARKED BY A STANDARD BRASS DISK SET IN TOP OF A
 KV4414'PIECE OF 4-INCH TILE PIPE FILLED WITH CONCRETE AND SUNK TO THE
 KV4414'GROUND LEVEL.  UNDER THIS PIPE THE NECK OF A BURIED BOTTLE,
 KV4414'SURROUNDED BY CONCRETE, SERVES AS A SUBSURFACE MARK.
 KV4414'
 KV4414'TWO REFERENCE MARKS, EACH A COPPER NAIL IN THE TOP OF A CYLINDER
 KV4414'OF CONCRETE CONTAINED IN A PIECE OF 3-INCH TILE PIPE, ARE PLACED
 KV4414'RESPECTIVELY 49.25 FEET E 1/2 S, AND 45.20 FEET S BY E 1/4 E
 KV4414'FROM THE STATION.  THE FIRST IS A METER S OF A TREE AND 5 METERS
 KV4414'FROM THE TOP OF THE BLUFF.  THE OTHER IS NEAR A LARGE LONE TREE
 KV4414'AND 8 METERS FROM THE TOP OF THE BLUFF.
 KV4414
 KV4414                          STATION RECOVERY (1931)
 KV4414
 KV4414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4414'STATION MARK WAS RECOVERED, IN GOOD CONDITION, AS DESCRIBED BY
 KV4414'THE USE IN MARCH 1925.  AT THAT TIME A USE MONUMENT WAS SET IN
 KV4414'THE EXACT LOCATION OF THE ORIGINAL STATION, WHICH HAD BEEN
 KV4414'DESTROYED BY VANDALS.  THE TWO REFERENCE MARKS OF THE ORIGINAL
 KV4414'DESCRIPTION WERE NOT RECOVERED.  A COMPLETE DESCRIPTION FOLLOWS--
 KV4414'
 KV4414'THIS STATION IS ON A SMALL POINT PROJECTING INTO THE E SIDE OF
 KV4414'NEWARK BAY MIDWAY OF THE TWO SOUTHERLY RAILROAD BRIDGES, DUE W
 KV4414'OF THE LEO-LASTIC WORKS BUILDINGS AND PROMINENT TANK, AND
 KV4414'APPROXIMATELY 230 METERS NORTHWARD OF THE JUNIOR HIGH SCHOOL
 KV4414'BUILDING ON W 30TH STREET.  IT IS ON THE TANGENT OF THE POINT,
 KV4414'ABOUT 20 FEET ABOVE HIGH WATER, AND ON THE SLOPE BELOW THE
 KV4414'TOP.  A LONE TWIN-TRUNK CHERRY TREE OF 3-INCH TRUNK DIAMETER
 KV4414'LIES 5 METERS NORTHWARD.
 KV4414'
 KV4414'STATION IS MARKED BY A 1/2 INCH THREADED IRON BOLT PROJECTING
 KV4414'1-1/2 INCHES ABOVE THE TOP OF AN 8-INCH TILE FILLED WITH CONCRETE,
 KV4414'THIS LATTER PROJECTING 2 INCHES ABOVE GROUND.  THE BOLT TOP IS
 KV4414'BENT 1/8 INCH TO THE N.  THE CONCRETE IS ROUGHLY MARKED
 KV4414'USCS-B2.  NO REFERENCE MARKS WERE PLACED.  REFERENCE MEASUREMENTS
 KV4414'WERE TAKEN AS FOLLOWS--
 KV4414'
 KV4414'TO SW FOOTING OF LEO-LASTICK TANK 142.7 FEET (USE MEASUREMENT).
 KV4414'
 KV4414'TO N JAM OF W DOOR TO BOILER ROOM 139.4 FEET (USE MEASUREMENT).
 KV4414'
 KV4414'TO SW CORNER OF DILAPIDATED WOODEN FENCE (INSHORE) 10.7 METERS.
 KV4414'
 KV4414'NORMAL TO DILAPIDATED WOODEN FENCE (INSHORE) 5.1 METERS.
 KV4414'
 KV4414'NORMAL TO HIGH-WATER LINE (BEDROCK) 15. METERS.
 KV4414
 KV4414                          STATION RECOVERY (1934)
 KV4414
 KV4414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4414'RECOVERED IN GOOD CONDITION, IN ACCORDANCE WITH RECOVERY
 KV4414'DESCRIPTION OF 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0636 ***********************************************************************
 KV0636  DESIGNATION -  B 20
 KV0636  PID         -  KV0636
 KV0636  STATE/COUNTY-  NJ/MORRIS
 KV0636  USGS QUAD   -  MORRISTOWN (1981)
 KV0636
 KV0636                         *CURRENT SURVEY CONTROL
 KV0636  ___________________________________________________________________
 KV0636* NAD 83(1986)-  40 47 58.     (N)    074 28 33.     (W)     SCALED    
 KV0636* NAVD 88     -        99.462  (meters)     326.32   (feet)  ADJUSTED  
 KV0636  ___________________________________________________________________
 KV0636  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV0636  DYNAMIC HT  -          99.419 (meters)     326.18  (feet)  COMP
 KV0636  MODELED GRAV-     980,187.1   (mgal)                       NAVD 88
 KV0636
 KV0636  VERT ORDER  -  SECOND    CLASS 0
 KV0636
 KV0636.The horizontal coordinates were scaled from a topographic map and have
 KV0636.an estimated accuracy of +/- 6 seconds.
 KV0636
 KV0636.The orthometric height was determined by differential leveling
 KV0636.and adjusted by the National Geodetic Survey in June 1991..
 KV0636
 KV0636.The geoid height was determined by GEOID03.
 KV0636
 KV0636.The dynamic height is computed by dividing the NAVD 88
 KV0636.geopotential number by the normal gravity value computed on the
 KV0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0636.degrees latitude (g = 980.6199 gals.).
 KV0636
 KV0636.The modeled gravity was interpolated from observed gravity values.
 KV0636
 KV0636;                    North         East    Units  Estimated Accuracy
 KV0636;SPC NJ       -   218,280.      152,040.      MT  (+/- 180 meters Scaled)
 KV0636
 KV0636                          SUPERSEDED SURVEY CONTROL
 KV0636
 KV0636  NGVD 29 (??/??/??)   99.740  (m)          327.23   (f) ADJUSTED    2 0
 KV0636
 KV0636.Superseded values are not recommended for survey control.
 KV0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0636.See file dsdata.txt to determine how the superseded data were derived.
 KV0636
 KV0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL442166(NAD 83)
 KV0636_MARKER: DB = BENCH MARK DISK
 KV0636_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0636_SP_SET: BRIDGE
 KV0636_STAMPING: B 20 1935
 KV0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0636
 KV0636  HISTORY     - Date     Condition        Report By
 KV0636  HISTORY     - 1935     MONUMENTED       CGS
 KV0636
 KV0636                          STATION DESCRIPTION
 KV0636
 KV0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0636'AT MORRISTOWN.
 KV0636'AT MORRISTOWN, MORRIS COUNTY, ON THE DELAWARE, LACKAWANNA AND
 KV0636'WESTERN RAILROAD, 5 RAILS NORTH OF MILEPOST 30, 1,000 FEET SOUTH
 KV0636'OF A POWER HOUSE AT THE NORTH CITY LIMITS, AND IN THE TOP  OF
 KV0636'THE NORTHWEST CORNER OF A CONCRETE BRIDGE.  A STANDARD DISK,
 KV0636'STAMPED B 20 1935.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN
 KV0636'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD
 KV0636'IS NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1614 ***********************************************************************
 KV1614  DESIGNATION -  B 22
 KV1614  PID         -  KV1614
 KV1614  STATE/COUNTY-  NJ/WARREN
 KV1614  USGS QUAD   -  BELVIDERE (1992)
 KV1614
 KV1614                         *CURRENT SURVEY CONTROL
 KV1614  ___________________________________________________________________
 KV1614* NAD 83(1986)-  40 45 30.     (N)    075 00 06.     (W)     SCALED    
 KV1614* NAVD 88     -       128.723  (meters)     422.32   (feet)  ADJUSTED  
 KV1614  ___________________________________________________________________
 KV1614  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KV1614  DYNAMIC HT  -         128.663 (meters)     422.12  (feet)  COMP
 KV1614  MODELED GRAV-     980,157.9   (mgal)                       NAVD 88
 KV1614
 KV1614  VERT ORDER  -  SECOND    CLASS 0
 KV1614
 KV1614.The horizontal coordinates were scaled from a topographic map and have
 KV1614.an estimated accuracy of +/- 6 seconds.
 KV1614
 KV1614.The orthometric height was determined by differential leveling
 KV1614.and adjusted by the National Geodetic Survey in June 1991..
 KV1614
 KV1614.The geoid height was determined by GEOID03.
 KV1614
 KV1614.The dynamic height is computed by dividing the NAVD 88
 KV1614.geopotential number by the normal gravity value computed on the
 KV1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1614.degrees latitude (g = 980.6199 gals.).
 KV1614
 KV1614.The modeled gravity was interpolated from observed gravity values.
 KV1614
 KV1614;                    North         East    Units  Estimated Accuracy
 KV1614;SPC NJ       -   213,830.      107,640.      MT  (+/- 180 meters Scaled)
 KV1614
 KV1614                          SUPERSEDED SURVEY CONTROL
 KV1614
 KV1614  NGVD 29 (??/??/??)  128.946  (m)          423.05   (f) ADJUSTED    2 0
 KV1614
 KV1614.Superseded values are not recommended for survey control.
 KV1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1614.See file dsdata.txt to determine how the superseded data were derived.
 KV1614
 KV1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL998119(NAD 83)
 KV1614_MARKER: DB = BENCH MARK DISK
 KV1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1614_STAMPING: B 22 1942
 KV1614_MARK LOGO: CGS   
 KV1614_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1614+STABILITY: SURFACE MOTION
 KV1614_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1614+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 KV1614
 KV1614  HISTORY     - Date     Condition        Report By
 KV1614  HISTORY     - 1942     MONUMENTED       CGS
 KV1614  HISTORY     - 1985     GOOD             NJGS
 KV1614  HISTORY     - 19950119 GOOD             NJGS
 KV1614
 KV1614                          STATION DESCRIPTION
 KV1614
 KV1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1614'1.4 MI W FROM WASHINGTON.
 KV1614'1.4 MILES WEST ALONG STATE HIGHWAY 24 FROM THE UNDERPASS AT
 KV1614'WASHINGTON, WARREN COUNTY, THENCE ABOUT 0.4 MILE NORTHWEST
 KV1614'ALONG A MACADAM ROAD, 108 FEET NORTH OF THE CENTER OF THE
 KV1614'JUNCTION OF A ROAD LEADING EAST, ABOUT 125 FEET NORTHWEST ACROSS
 KV1614'THE ROAD FROM A 2-STORY WHITE HOUSE, 96 FEET NORTHWEST OF THE
 KV1614'CENTER LINE OF THE SIDE ROAD, 20.5 FEET NORTHEAST OF THE
 KV1614'CENTER LINE OF THE MACADAM ROAD, 3 FEET NORTHEAST OF A POLE,
 KV1614'AND ABOUT 3 FEET HIGHER THAN THE ROAD.  A STANDARD DISK,
 KV1614'STAMPED B 22 1942 AND SET IN THE TOP OF A CONCRETE POST.
 KV1614
 KV1614                          STATION RECOVERY (1985)
 KV1614
 KV1614'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1985
 KV1614'MARK IS IN THE RIGHT OF-WAY OF WARREN CO. RT. 623, IN THE FRONT LAWN
 KV1614'OF A ONE-STORY FRAME HOUSE (PROPERTY OWNER STAPLES) AT THE NORTH
 KV1614'CORNER OF AN INTERSECTION FORMED BY BRASS CASTLE ROAD (RUNNING NW)
 KV1614'AND KINNAMAN AVE-PLEASANT VALLEY ROAD (RUNNING NE). 21.2 FEET
 KV1614'NORTHEAST CENTERLINE BRASS CASTLE ROAD (WARREN CO. RT 623) 94.6 FEET
 KV1614'NORTHWEST CENTERLINE KINNAMAN AVE (PLEASANT VALLEY RD. ON SOUTHWEST
 KV1614'SIDE OF ROUTE 623) 42.9 FEET NORTHEAST ACROSS BRASS CASTLE ROAD FROM
 KV1614'POLE WA 769, 40.2 FEET SOUTH NORTHWEST CORNER OF 1 STORY FRAME HOUSE
 KV1614'73.8 FEET WEST SOUTHWEST CORNER SAME HOUSE, 68.6 FEET SOUTHEAST ALONG
 KV1614'BRASS CASTLE ROAD FROM HIGHWAY ROUTE NUMBER SIGN.
 KV1614
 KV1614                          STATION RECOVERY (1995)
 KV1614
 KV1614'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1614'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1588 ***********************************************************************
 KV1588  DESIGNATION -  B 23
 KV1588  PID         -  KV1588
 KV1588  STATE/COUNTY-  NJ/WARREN
 KV1588  USGS QUAD   -  BELVIDERE (1992)
 KV1588
 KV1588                         *CURRENT SURVEY CONTROL
 KV1588  ___________________________________________________________________
 KV1588* NAD 83(1986)-  40 47 30.     (N)    075 05 08.     (W)     SCALED    
 KV1588* NAVD 88     -       101.278  (meters)     332.28   (feet)  ADJUSTED  
 KV1588  ___________________________________________________________________
 KV1588  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KV1588  DYNAMIC HT  -         101.232 (meters)     332.13  (feet)  COMP
 KV1588  MODELED GRAV-     980,170.1   (mgal)                       NAVD 88
 KV1588
 KV1588  VERT ORDER  -  SECOND    CLASS 0
 KV1588
 KV1588.The horizontal coordinates were scaled from a topographic map and have
 KV1588.an estimated accuracy of +/- 6 seconds.
 KV1588
 KV1588.The orthometric height was determined by differential leveling
 KV1588.and adjusted by the National Geodetic Survey in June 1991..
 KV1588
 KV1588.The geoid height was determined by GEOID03.
 KV1588
 KV1588.The dynamic height is computed by dividing the NAVD 88
 KV1588.geopotential number by the normal gravity value computed on the
 KV1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1588.degrees latitude (g = 980.6199 gals.).
 KV1588
 KV1588.The modeled gravity was interpolated from observed gravity values.
 KV1588
 KV1588;                    North         East    Units  Estimated Accuracy
 KV1588;SPC NJ       -   217,580.      100,580.      MT  (+/- 180 meters Scaled)
 KV1588
 KV1588                          SUPERSEDED SURVEY CONTROL
 KV1588
 KV1588  NGVD 29 (??/??/??)  101.492  (m)          332.98   (f) ADJUSTED    2 0
 KV1588
 KV1588.Superseded values are not recommended for survey control.
 KV1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1588.See file dsdata.txt to determine how the superseded data were derived.
 KV1588
 KV1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL927156(NAD 83)
 KV1588_MARKER: DB = BENCH MARK DISK
 KV1588_SETTING: 0 = UNSPECIFIED SETTING
 KV1588_STAMPING: B 23 1942
 KV1588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1588
 KV1588  HISTORY     - Date     Condition        Report By
 KV1588  HISTORY     - 1942     MONUMENTED       CGS
 KV1588  HISTORY     - 19950119 MARK NOT FOUND   NJGS
 KV1588  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 KV1588
 KV1588                          STATION DESCRIPTION
 KV1588
 KV1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1588'1 MI NE FROM ROXBURG.
 KV1588'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 543 FROM THE ROAD
 KV1588'INTERSECTION AT ROXBURG, WARREN COUNTY, 27.9 FEET NORTH EAST OF
 KV1588'A BLAZED OAK TREE, 27 FEET SOUTHEAST OF THE CENTERLINE OF THE
 KV1588'HIGHWAY, 25 FEET SOUTH OF THE SOUTHWEST END OF AN 18 INCH CONCRETE
 KV1588'CULVERT, 2.2 FEET NORTHWEST OF A FENCE PARALLELING THE HIGHWAY,
 KV1588'AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
 KV1588
 KV1588                          STATION RECOVERY (1995)
 KV1588
 KV1588'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1588'THE HEADWALL IS BADLY SPALLED AT THE STATION SITE.  THE MARK IS
 KV1588'PRESUMED LOST.
 KV1588
 KV1588                          STATION RECOVERY (1995)
 KV1588
 KV1588'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1311 ***********************************************************************
 KV1311  DESIGNATION -  B 25
 KV1311  PID         -  KV1311
 KV1311  STATE/COUNTY-  NJ/SOMERSET
 KV1311  USGS QUAD   -  GLADSTONE (1995)
 KV1311
 KV1311                         *CURRENT SURVEY CONTROL
 KV1311  ___________________________________________________________________
 KV1311* NAD 83(1986)-  40 39 55.     (N)    074 38 40.     (W)     SCALED    
 KV1311* NAVD 88     -        37.313  (meters)     122.42   (feet)  ADJUSTED  
 KV1311  ___________________________________________________________________
 KV1311  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KV1311  DYNAMIC HT  -          37.296 (meters)     122.36  (feet)  COMP
 KV1311  MODELED GRAV-     980,178.4   (mgal)                       NAVD 88
 KV1311
 KV1311  VERT ORDER  -  SECOND    CLASS 0
 KV1311
 KV1311.The horizontal coordinates were scaled from a topographic map and have
 KV1311.an estimated accuracy of +/- 6 seconds.
 KV1311
 KV1311.The orthometric height was determined by differential leveling
 KV1311.and adjusted by the National Geodetic Survey in June 1991..
 KV1311
 KV1311.The geoid height was determined by GEOID03.
 KV1311
 KV1311.The dynamic height is computed by dividing the NAVD 88
 KV1311.geopotential number by the normal gravity value computed on the
 KV1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1311.degrees latitude (g = 980.6199 gals.).
 KV1311
 KV1311.The modeled gravity was interpolated from observed gravity values.
 KV1311
 KV1311;                    North         East    Units  Estimated Accuracy
 KV1311;SPC NJ       -   203,390.      137,790.      MT  (+/- 180 meters Scaled)
 KV1311
 KV1311                          SUPERSEDED SURVEY CONTROL
 KV1311
 KV1311  NGVD 29 (??/??/??)   37.578  (m)          123.29   (f) ADJUSTED    2 0
 KV1311
 KV1311.Superseded values are not recommended for survey control.
 KV1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1311.See file dsdata.txt to determine how the superseded data were derived.
 KV1311
 KV1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL300016(NAD 83)
 KV1311_MARKER: DB = BENCH MARK DISK
 KV1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1311_STAMPING: B 25 1942
 KV1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1311+STABILITY: SURFACE MOTION
 KV1311
 KV1311  HISTORY     - Date     Condition        Report By
 KV1311  HISTORY     - 1942     MONUMENTED       CGS
 KV1311  HISTORY     - 19940507 MARK NOT FOUND   USPSQD
 KV1311  HISTORY     - 20021130 MARK NOT FOUND   USPSQD
 KV1311
 KV1311                          STATION DESCRIPTION
 KV1311
 KV1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1311'1.3 MI NW FROM PLUCKEMIN.
 KV1311'1.3 MILE NORTHWEST ALONG STATE HIGHWAY 31 FROM THE PRESBYTERIAN
 KV1311'CHURCH AT PLUCKEMIN, SOMERSET COUNTY, 74 FEET SOUTHWEST ACROSS
 KV1311'THE HIGHWAY FROM A POLE, 30.6 FEET NORTHWEST OF THE CENTERLINE
 KV1311'OF THE HIGHWAY, 21.9 FEET NORTH OF A 28-INCH TREE, AND ABOUT
 KV1311'2 FEET HIGHER THAN THE HIGHWAY.
 KV1311
 KV1311                          STATION RECOVERY (1994)
 KV1311
 KV1311'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1311'MARK NOT FOUND.
 KV1311
 KV1311                          STATION RECOVERY (2002)
 KV1311
 KV1311'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV1311'MARKER WAS LISTED AS BEING ON STATE RT 31 WHICH IS NOW RT 206. THIS
 KV1311'ROAD HAS BEEN RE-ROUTED AND REPAVED SINCE LAST RECOVERED IN 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1187 ***********************************************************************
 KV1187  DESIGNATION -  B 26
 KV1187  PID         -  KV1187
 KV1187  STATE/COUNTY-  NJ/SOMERSET
 KV1187  USGS QUAD   -  RARITAN (1981)
 KV1187
 KV1187                         *CURRENT SURVEY CONTROL
 KV1187  ___________________________________________________________________
 KV1187* NAD 83(1986)-  40 35 51.     (N)    074 41 37.     (W)     SCALED    
 KV1187* NAVD 88     -        34.139  (meters)     112.00   (feet)  ADJUSTED  
 KV1187  ___________________________________________________________________
 KV1187  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KV1187  DYNAMIC HT  -          34.124 (meters)     111.96  (feet)  COMP
 KV1187  MODELED GRAV-     980,178.1   (mgal)                       NAVD 88
 KV1187
 KV1187  VERT ORDER  -  FIRST     CLASS II
 KV1187
 KV1187.The horizontal coordinates were scaled from a topographic map and have
 KV1187.an estimated accuracy of +/- 6 seconds.
 KV1187
 KV1187.The orthometric height was determined by differential leveling
 KV1187.and adjusted by the National Geodetic Survey in June 1991..
 KV1187
 KV1187.The geoid height was determined by GEOID03.
 KV1187
 KV1187.The dynamic height is computed by dividing the NAVD 88
 KV1187.geopotential number by the normal gravity value computed on the
 KV1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1187.degrees latitude (g = 980.6199 gals.).
 KV1187
 KV1187.The modeled gravity was interpolated from observed gravity values.
 KV1187
 KV1187;                    North         East    Units  Estimated Accuracy
 KV1187;SPC NJ       -   195,870.      133,610.      MT  (+/- 180 meters Scaled)
 KV1187
 KV1187                          SUPERSEDED SURVEY CONTROL
 KV1187
 KV1187  NGVD 29 (??/??/??)   34.404  (m)          112.87   (f) ADJUSTED    1 2
 KV1187
 KV1187.Superseded values are not recommended for survey control.
 KV1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1187.See file dsdata.txt to determine how the superseded data were derived.
 KV1187
 KV1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK259941(NAD 83)
 KV1187_MARKER: DB = BENCH MARK DISK
 KV1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1187_STAMPING: B 26 1942
 KV1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1187+STABILITY: SURFACE MOTION
 KV1187
 KV1187  HISTORY     - Date     Condition        Report By
 KV1187  HISTORY     - 1942     MONUMENTED       CGS
 KV1187  HISTORY     - 1974     MARK NOT FOUND   USGS
 KV1187  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV1187
 KV1187                          STATION DESCRIPTION
 KV1187
 KV1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1187'0.9 MI W FROM NORTH BRANCH.
 KV1187'0.9 MILE WEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE
 KV1187'STATION AT NORTH BRANCH, SOMERSET COUNTY, 400 FEET EAST OF A
 KV1187'TAR-ROAD CROSSING, 98 FEET EAST OF MILEPOST 40, 3 RAILS WEST OF
 KV1187'AUTOMATIC SIGNAL 392, BETWEEN THE RAILROAD AND A DIRT ROAD
 KV1187'PARALLELING THE TRACK, 33 FEET NORTH OF THE NORTH RAIL, 12 FEET
 KV1187'SOUTH OF THE CENTERLINE OF THE DIRT ROAD, AT THE WEST END OF THE
 KV1187'RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET SOUTH OF THE FENCE.
 KV1187
 KV1187                          STATION RECOVERY (1974)
 KV1187
 KV1187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KV1187'MARK NOT FOUND.
 KV1187
 KV1187                          STATION RECOVERY (2001)
 KV1187
 KV1187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1187'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1364 ***********************************************************************
 KV1364  DESIGNATION -  B 27
 KV1364  PID         -  KV1364
 KV1364  STATE/COUNTY-  NJ/HUNTERDON
 KV1364  USGS QUAD   -  HIGH BRIDGE (1970)
 KV1364
 KV1364                         *CURRENT SURVEY CONTROL
 KV1364  ___________________________________________________________________
 KV1364* NAD 83(1986)-  40 37 35.     (N)    074 55 35.     (W)     SCALED    
 KV1364* NAVD 88     -       100.124  (meters)     328.49   (feet)  ADJUSTED  
 KV1364  ___________________________________________________________________
 KV1364  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KV1364  DYNAMIC HT  -         100.078 (meters)     328.34  (feet)  COMP
 KV1364  MODELED GRAV-     980,165.7   (mgal)                       NAVD 88
 KV1364
 KV1364  VERT ORDER  -  SECOND    CLASS 0
 KV1364
 KV1364.The horizontal coordinates were scaled from a topographic map and have
 KV1364.an estimated accuracy of +/- 6 seconds.
 KV1364
 KV1364.The orthometric height was determined by differential leveling
 KV1364.and adjusted by the National Geodetic Survey in June 1991..
 KV1364
 KV1364.The geoid height was determined by GEOID03.
 KV1364
 KV1364.The dynamic height is computed by dividing the NAVD 88
 KV1364.geopotential number by the normal gravity value computed on the
 KV1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1364.degrees latitude (g = 980.6199 gals.).
 KV1364
 KV1364.The modeled gravity was interpolated from observed gravity values.
 KV1364
 KV1364;                    North         East    Units  Estimated Accuracy
 KV1364;SPC NJ       -   199,150.      113,930.      MT  (+/- 180 meters Scaled)
 KV1364
 KV1364                          SUPERSEDED SURVEY CONTROL
 KV1364
 KV1364  NGVD 29 (??/??/??)  100.374  (m)          329.31   (f) ADJUSTED    2 0
 KV1364
 KV1364.Superseded values are not recommended for survey control.
 KV1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1364.See file dsdata.txt to determine how the superseded data were derived.
 KV1364
 KV1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK062972(NAD 83)
 KV1364_MARKER: DB = BENCH MARK DISK
 KV1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1364_STAMPING: B 27 1942
 KV1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1364+STABILITY: SURFACE MOTION
 KV1364
 KV1364  HISTORY     - Date     Condition        Report By
 KV1364  HISTORY     - 1942     MONUMENTED       CGS
 KV1364  HISTORY     - 20030821 POOR             INDIV
 KV1364
 KV1364                          STATION DESCRIPTION
 KV1364
 KV1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1364'1 MI S FROM CLINTON.
 KV1364'1 MILE SOUTH ALONG STATE HIGHWAY 507 FROM THE RARITAN RIVER BRIDGE
 KV1364'AT CLINTON, HUNTERDON COUNTY, 0.1 MILE NORTH OF A WYE JUNCTION, AT
 KV1364'THE TOP OF A HILL, AT THE NORTHEAST CORNER OF A CULTIVATED FIELD,
 KV1364'MIDWAY BETWEEN TWO POLES, 27.8 FEET WEST OF THE CENTERLINE OF THE
 KV1364'HIGHWAY, 7.5 FEET SOUTHWEST OF THE NORTHEAST FENCE POST, AND
 KV1364'ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 KV1364
 KV1364                          STATION RECOVERY (2003)
 KV1364
 KV1364'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LUD)
 KV1364'B-27 APPEARS TO HAVE BEEN RESET. OPUS SOLUTION OF 1 HOUR OF
 KV1364'OBSERVATION IS 'LAT 40 37 35.11411  AND W LON 74 55 34.28881' AND A
 KV1364'ORTHOMETRIC HGT OF 99.863(M)ELEV VS PUBLISHED 100.124 METERS. NOTE
 KV1364'THAT THIS MONUMENT ONLY SHOWS A 1942 DESCRIPTIONS AND WAS NOT INCLUDED
 KV1364'IN ANY OTHER LEVELING PROJECTS.
 KV1364'B27 IS GPS SUITABLE.
 KV1364' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1689 ***********************************************************************
 KV1689  DESIGNATION -  B 29
 KV1689  PID         -  KV1689
 KV1689  STATE/COUNTY-  NJ/HUNTERDON
 KV1689  USGS QUAD   -  FRENCHTOWN (1997)
 KV1689
 KV1689                         *CURRENT SURVEY CONTROL
 KV1689  ___________________________________________________________________
 KV1689* NAD 83(1986)-  40 37 14.     (N)    075 00 58.     (W)     SCALED    
 KV1689* NAVD 88     -       271.759  (meters)     891.60   (feet)  ADJUSTED  
 KV1689  ___________________________________________________________________
 KV1689  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KV1689  DYNAMIC HT  -         271.625 (meters)     891.16  (feet)  COMP
 KV1689  MODELED GRAV-     980,126.1   (mgal)                       NAVD 88
 KV1689
 KV1689  VERT ORDER  -  SECOND    CLASS 0
 KV1689
 KV1689.The horizontal coordinates were scaled from a topographic map and have
 KV1689.an estimated accuracy of +/- 6 seconds.
 KV1689
 KV1689.The orthometric height was determined by differential leveling
 KV1689.and adjusted by the National Geodetic Survey in June 1991..
 KV1689
 KV1689.The geoid height was determined by GEOID03.
 KV1689
 KV1689.The dynamic height is computed by dividing the NAVD 88
 KV1689.geopotential number by the normal gravity value computed on the
 KV1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1689.degrees latitude (g = 980.6199 gals.).
 KV1689
 KV1689.The modeled gravity was interpolated from observed gravity values.
 KV1689
 KV1689;                    North         East    Units  Estimated Accuracy
 KV1689;SPC NJ       -   198,540.      106,330.      MT  (+/- 180 meters Scaled)
 KV1689
 KV1689                          SUPERSEDED SURVEY CONTROL
 KV1689
 KV1689  NGVD 29 (??/??/??)  271.992  (m)          892.36   (f) ADJUSTED    2 0
 KV1689
 KV1689.Superseded values are not recommended for survey control.
 KV1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1689.See file dsdata.txt to determine how the superseded data were derived.
 KV1689
 KV1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK986966(NAD 83)
 KV1689_MARKER: DB = BENCH MARK DISK
 KV1689_SETTING: 0 = UNSPECIFIED SETTING
 KV1689_STAMPING: B 29 1942
 KV1689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1689
 KV1689  HISTORY     - Date     Condition        Report By
 KV1689  HISTORY     - 1942     MONUMENTED       CGS
 KV1689
 KV1689                          STATION DESCRIPTION
 KV1689
 KV1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1689'4.4 MI NW FROM PITTSTOWN.
 KV1689'4.4 MILES NORTHWEST ALONG A TAR ROAD FROM THE JUNCTION OF STATE
 KV1689'HIGHWAY 507, AT PITTSTOWN, HUNTERDON COUNTY, 100 YARDS SOUTHEAST
 KV1689'OF A SMALL FARMHOUSE NEAR SEVERAL POULTRY HOUSES, AT THE NORTH
 KV1689'CORNER OF A WOODED AREA, 20 FEET SOUTHWEST OF THE CENTERLINE OF
 KV1689'THE ROAD, AND 2 1/2 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1339 ***********************************************************************
 KV1339  DESIGNATION -  B 30
 KV1339  PID         -  KV1339
 KV1339  STATE/COUNTY-  NJ/HUNTERDON
 KV1339  USGS QUAD   -  CALIFON (1970)
 KV1339
 KV1339                         *CURRENT SURVEY CONTROL
 KV1339  ___________________________________________________________________
 KV1339* NAD 83(1986)-  40 43 29.     (N)    074 45 14.     (W)     SCALED    
 KV1339* NAVD 88     -       165.357  (meters)     542.51   (feet)  ADJUSTED  
 KV1339  ___________________________________________________________________
 KV1339  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KV1339  DYNAMIC HT  -         165.281 (meters)     542.26  (feet)  COMP
 KV1339  MODELED GRAV-     980,165.1   (mgal)                       NAVD 88
 KV1339
 KV1339  VERT ORDER  -  SECOND    CLASS 0
 KV1339
 KV1339.The horizontal coordinates were scaled from a topographic map and have
 KV1339.an estimated accuracy of +/- 6 seconds.
 KV1339
 KV1339.The orthometric height was determined by differential leveling
 KV1339.and adjusted by the National Geodetic Survey in June 1991..
 KV1339
 KV1339.The geoid height was determined by GEOID03.
 KV1339
 KV1339.The dynamic height is computed by dividing the NAVD 88
 KV1339.geopotential number by the normal gravity value computed on the
 KV1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1339.degrees latitude (g = 980.6199 gals.).
 KV1339
 KV1339.The modeled gravity was interpolated from observed gravity values.
 KV1339
 KV1339;                    North         East    Units  Estimated Accuracy
 KV1339;SPC NJ       -   210,010.      128,550.      MT  (+/- 180 meters Scaled)
 KV1339
 KV1339                          SUPERSEDED SURVEY CONTROL
 KV1339
 KV1339  NGVD 29 (??/??/??)  165.595  (m)          543.29   (f) ADJUSTED    2 0
 KV1339
 KV1339.Superseded values are not recommended for survey control.
 KV1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1339.See file dsdata.txt to determine how the superseded data were derived.
 KV1339
 KV1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL207082(NAD 83)
 KV1339_MARKER: DB = BENCH MARK DISK
 KV1339_SETTING: 80 = SET IN A BOULDER
 KV1339_SP_SET: BOULDER
 KV1339_STAMPING: B 30 1942
 KV1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1339+STABILITY: SURFACE MOTION
 KV1339
 KV1339  HISTORY     - Date     Condition        Report By
 KV1339  HISTORY     - 1942     MONUMENTED       CGS
 KV1339  HISTORY     - 20010331 GOOD             NGS
 KV1339  HISTORY     - 20050918 GOOD             GEOCAC
 KV1339
 KV1339                          STATION DESCRIPTION
 KV1339
 KV1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1339'5 MI S FROM CALIFON.
 KV1339'5 MILES EAST ALONG A MACADAM ROAD FROM THE CENTRAL RAILROAD OF
 KV1339'NEW JERSEY STATION CALIFON, HUNTERDON COUNTY, 157.8 FEET EAST OF
 KV1339'THE EAST END OF A GUARDRAIL, 22.4 FEET SOUTH OF THE CENTERLINE OF THE
 KV1339'ROAD, 16.7 FEET WEST OF THE WEST END OF ANOTHER GUARDRAIL, IN
 KV1339'THE TOP OF A BOULDER, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 KV1339
 KV1339                          STATION RECOVERY (2001)
 KV1339
 KV1339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1339'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV1339
 KV1339                          STATION RECOVERY (2005)
 KV1339
 KV1339'RECOVERY NOTE BY GEOCACHING 2005 (JRI)
 KV1339'HANDHELD GPS COORDINATES 40 43 29.6 (N) 074 45 12.3 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0845 ***********************************************************************
 LY0845  DESIGNATION -  B 31
 LY0845  PID         -  LY0845
 LY0845  STATE/COUNTY-  NJ/SUSSEX
 LY0845  USGS QUAD   -  PORT JERVIS SOUTH (1983)
 LY0845
 LY0845                         *CURRENT SURVEY CONTROL
 LY0845  ___________________________________________________________________
 LY0845* NAD 83(1986)-  41 16 14.     (N)    074 37 37.     (W)     SCALED    
 LY0845* NAVD 88     -       162.719  (meters)     533.85   (feet)  ADJUSTED  
 LY0845  ___________________________________________________________________
 LY0845  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LY0845  DYNAMIC HT  -         162.650 (meters)     533.63  (feet)  COMP
 LY0845  MODELED GRAV-     980,202.5   (mgal)                       NAVD 88
 LY0845
 LY0845  VERT ORDER  -  SECOND    CLASS 0
 LY0845
 LY0845.The horizontal coordinates were scaled from a topographic map and have
 LY0845.an estimated accuracy of +/- 6 seconds.
 LY0845
 LY0845.The orthometric height was determined by differential leveling
 LY0845.and adjusted by the National Geodetic Survey in June 1991..
 LY0845
 LY0845.The geoid height was determined by GEOID03.
 LY0845
 LY0845.The dynamic height is computed by dividing the NAVD 88
 LY0845.geopotential number by the normal gravity value computed on the
 LY0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0845.degrees latitude (g = 980.6199 gals.).
 LY0845
 LY0845.The modeled gravity was interpolated from observed gravity values.
 LY0845
 LY0845;                    North         East    Units  Estimated Accuracy
 LY0845;SPC NJ       -   270,600.      139,360.      MT  (+/- 180 meters Scaled)
 LY0845
 LY0845                          SUPERSEDED SURVEY CONTROL
 LY0845
 LY0845  NGVD 29 (??/??/92)  162.906  (m)          534.47   (f) ADJ UNCH    2 0
 LY0845
 LY0845.Superseded values are not recommended for survey control.
 LY0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0845.See file dsdata.txt to determine how the superseded data were derived.
 LY0845
 LY0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL312688(NAD 83)
 LY0845_MARKER: DB = BENCH MARK DISK
 LY0845_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0845_SP_SET: BRIDGE WALL
 LY0845_STAMPING: B 31 1942
 LY0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0845
 LY0845  HISTORY     - Date     Condition        Report By
 LY0845  HISTORY     - 1942     MONUMENTED       CGS
 LY0845
 LY0845                          STATION DESCRIPTION
 LY0845
 LY0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0845'2.5 MI NE FROM COLESVILLE.
 LY0845'1.8 MILE SOUTHEAST ALONG STATE HIGHWAY 23 FROM THE POST OFFICE AT
 LY0845'COLESVILLE, SUSSEX COUNTY, THENCE 0.7 MILE NORTH ALONG A SURFACED
 LY0845'ROAD LEADING TO UNIONVILLE, 142 FEET WEST OF THE NORTHWEST CORNER
 LY0845'OF A LARGE DAIRY BARN, IN THE TOP OF THE SOUTHEAST WING WALL OF A
 LY0845'CONCRETE BRIDGE, AND 13.5 FEET SOUTHEAST OF THE CENTERLINE OF THE
 LY0845'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0490 ***********************************************************************
 LY0490  DESIGNATION -  B 32
 LY0490  PID         -  LY0490
 LY0490  STATE/COUNTY-  NJ/SUSSEX
 LY0490  USGS QUAD   -  WAWAYANDA (1994)
 LY0490
 LY0490                         *CURRENT SURVEY CONTROL
 LY0490  ___________________________________________________________________
 LY0490* NAD 83(1986)-  41 09 56.     (N)    074 25 58.     (W)     SCALED    
 LY0490* NAVD 88     -       386.692  (meters)    1268.67   (feet)  ADJUSTED  
 LY0490  ___________________________________________________________________
 LY0490  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LY0490  DYNAMIC HT  -         386.516 (meters)    1268.09  (feet)  COMP
 LY0490  MODELED GRAV-     980,156.6   (mgal)                       NAVD 88
 LY0490
 LY0490  VERT ORDER  -  SECOND    CLASS 0
 LY0490
 LY0490.The horizontal coordinates were scaled from a topographic map and have
 LY0490.an estimated accuracy of +/- 6 seconds.
 LY0490
 LY0490.The orthometric height was determined by differential leveling
 LY0490.and adjusted by the National Geodetic Survey in June 1991..
 LY0490
 LY0490.The geoid height was determined by GEOID03.
 LY0490
 LY0490.The dynamic height is computed by dividing the NAVD 88
 LY0490.geopotential number by the normal gravity value computed on the
 LY0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0490.degrees latitude (g = 980.6199 gals.).
 LY0490
 LY0490.The modeled gravity was interpolated from observed gravity values.
 LY0490
 LY0490;                    North         East    Units  Estimated Accuracy
 LY0490;SPC NJ       -   258,930.      155,640.      MT  (+/- 180 meters Scaled)
 LY0490
 LY0490                          SUPERSEDED SURVEY CONTROL
 LY0490
 LY0490  NGVD 29 (??/??/92)  386.897  (m)         1269.34   (f) ADJ UNCH    2 0
 LY0490
 LY0490.Superseded values are not recommended for survey control.
 LY0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0490.See file dsdata.txt to determine how the superseded data were derived.
 LY0490
 LY0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL475572(NAD 83)
 LY0490_MARKER: DB = BENCH MARK DISK
 LY0490_SETTING: 66 = SET IN ROCK OUTCROP
 LY0490_SP_SET: ROCK OUTCROP
 LY0490_STAMPING: B 32 1942
 LY0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0490+STABILITY: POSITION/ELEVATION WELL
 LY0490
 LY0490  HISTORY     - Date     Condition        Report By
 LY0490  HISTORY     - 1942     MONUMENTED       CGS
 LY0490  HISTORY     - 1984     GOOD             USPSQD
 LY0490
 LY0490                          STATION DESCRIPTION
 LY0490
 LY0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0490'4.1 MI W FROM BROWNS.
 LY0490'IN SUSSEX COUNTY, ABOUT 4.1 MILES WEST ALONG A SURFACED ROAD
 LY0490'FROM THE POST OFFICE AT BROWNS, PASSAIC COUNTY, THENCE ABOUT
 LY0490'2.5 MILES WEST ALONG A MOUNTAIN ROAD LEADING TO VERNON, 28 FEET
 LY0490'SOUTH OF THE CENTER LINE OF THE TRAIL, 49 FEET WEST OF A
 LY0490'TRIANGULAR-BLAZED 12-INCH OAK TREE, 21.5 FEET SOUTHEAST OF A
 LY0490'TRIANGULAR-BLAZED 8-INCH OAK TREE, IN A LARGE ROCK OUTCROP
 LY0490'PAINTED B.M., AND ABOUT 4 FEET HIGHER THAN THE ROAD.  A STANDARD
 LY0490'DISK, STAMPED B 32 1942.
 LY0490
 LY0490                          STATION RECOVERY (1984)
 LY0490
 LY0490'RECOVERY NOTE BY US POWER SQUADRON 1984
 LY0490'THE SURVEY SITE WAS REACHED BY GOING SOUTH FROM HIGHLAND LAKES ON
 LY0490'CANISTESR ROAD TO CHERRY RIDGE ROAD AND THEN GOING EAST ON THE ROAD
 LY0490'ABOUT 1.7 MILES. THE SURVEY MARK WAS RECOVERED IN A ROCK OUTCROP 30
 LY0490'FT. SOUTH OF THE CENTERLINE OF THE TRAIL AND 90 FT. WEST OF A
 LY0490'T-INTERSECTION WITH LAUREL POND TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0538 ***********************************************************************
 LY0538  DESIGNATION -  B 33
 LY0538  PID         -  LY0538
 LY0538  STATE/COUNTY-  NJ/PASSAIC
 LY0538  USGS QUAD   -  GREENWOOD LAKE (1954)
 LY0538
 LY0538                         *CURRENT SURVEY CONTROL
 LY0538  ___________________________________________________________________
 LY0538* NAD 83(1986)-  41 10 42.     (N)    074 20 11.     (W)     SCALED    
 LY0538* NAVD 88     -       203.993  (meters)     669.27   (feet)  ADJUSTED  
 LY0538  ___________________________________________________________________
 LY0538  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 LY0538  DYNAMIC HT  -         203.905 (meters)     668.98  (feet)  COMP
 LY0538  MODELED GRAV-     980,189.6   (mgal)                       NAVD 88
 LY0538
 LY0538  VERT ORDER  -  FIRST     CLASS II
 LY0538
 LY0538.The horizontal coordinates were scaled from a topographic map and have
 LY0538.an estimated accuracy of +/- 6 seconds.
 LY0538
 LY0538.The orthometric height was determined by differential leveling
 LY0538.and adjusted by the National Geodetic Survey in June 1991..
 LY0538
 LY0538.The geoid height was determined by GEOID03.
 LY0538
 LY0538.The dynamic height is computed by dividing the NAVD 88
 LY0538.geopotential number by the normal gravity value computed on the
 LY0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0538.degrees latitude (g = 980.6199 gals.).
 LY0538
 LY0538.The modeled gravity was interpolated from observed gravity values.
 LY0538
 LY0538;                    North         East    Units  Estimated Accuracy
 LY0538;SPC NJ       -   260,360.      163,730.      MT  (+/- 180 meters Scaled)
 LY0538
 LY0538                          SUPERSEDED SURVEY CONTROL
 LY0538
 LY0538  NGVD 29 (??/??/92)  204.295  (m)          670.26   (f) ADJ UNCH    1 2
 LY0538
 LY0538.Superseded values are not recommended for survey control.
 LY0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0538.See file dsdata.txt to determine how the superseded data were derived.
 LY0538
 LY0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL556587(NAD 83)
 LY0538_MARKER: DB = BENCH MARK DISK
 LY0538_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0538_SP_SET: RETAINING WALL
 LY0538_STAMPING: B 33 1942
 LY0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0538
 LY0538  HISTORY     - Date     Condition        Report By
 LY0538  HISTORY     - 1942     MONUMENTED       CGS
 LY0538  HISTORY     - 1979     GOOD             NGS
 LY0538  HISTORY     - 19950912 GOOD             USPSQD
 LY0538  HISTORY     - 20041204 GOOD             GEOCAC
 LY0538
 LY0538                          STATION DESCRIPTION
 LY0538
 LY0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0538'2.4 MI NE FROM BROWNS.
 LY0538'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 532 FROM THE POST OFFICE
 LY0538'AT BROWNS COUNTY, IN THE TOP OF A LARGE CONCRETE RETAINING WALL,
 LY0538'6.0 FEET NORTHEAST OF THE SOUTHWEST END, AND 26 FEET NORTHWEST
 LY0538'OF THE CENTERLINE OF THE HIGHWAY.
 LY0538
 LY0538                          STATION RECOVERY (1979)
 LY0538
 LY0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0538'RECOVERED IN GOOD CONDITION.
 LY0538
 LY0538                          STATION RECOVERY (1995)
 LY0538
 LY0538'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY0538'RECOVERED IN GOOD CONDITION.
 LY0538
 LY0538                          STATION RECOVERY (2004)
 LY0538
 LY0538'RECOVERY NOTE BY GEOCACHING 2004 (JRI)
 LY0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0833 ***********************************************************************
 LY0833  DESIGNATION -  B 34
 LY0833  PID         -  LY0833
 LY0833  STATE/COUNTY-  NJ/SUSSEX
 LY0833  USGS QUAD   -  BRANCHVILLE (1995)
 LY0833
 LY0833                         *CURRENT SURVEY CONTROL
 LY0833  ___________________________________________________________________
 LY0833* NAD 83(1986)-  41 10 54.     (N)    074 38 19.     (W)     SCALED    
 LY0833* NAVD 88     -       124.392  (meters)     408.11   (feet)  ADJUSTED  
 LY0833  ___________________________________________________________________
 LY0833  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 LY0833  DYNAMIC HT  -         124.340 (meters)     407.94  (feet)  COMP
 LY0833  MODELED GRAV-     980,204.9   (mgal)                       NAVD 88
 LY0833
 LY0833  VERT ORDER  -  SECOND    CLASS 0
 LY0833
 LY0833.The horizontal coordinates were scaled from a topographic map and have
 LY0833.an estimated accuracy of +/- 6 seconds.
 LY0833
 LY0833.The orthometric height was determined by differential leveling
 LY0833.and adjusted by the National Geodetic Survey in June 1991..
 LY0833
 LY0833.The geoid height was determined by GEOID03.
 LY0833
 LY0833.The dynamic height is computed by dividing the NAVD 88
 LY0833.geopotential number by the normal gravity value computed on the
 LY0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0833.degrees latitude (g = 980.6199 gals.).
 LY0833
 LY0833.The modeled gravity was interpolated from observed gravity values.
 LY0833
 LY0833;                    North         East    Units  Estimated Accuracy
 LY0833;SPC NJ       -   260,730.      138,370.      MT  (+/- 180 meters Scaled)
 LY0833
 LY0833                          SUPERSEDED SURVEY CONTROL
 LY0833
 LY0833  NGVD 29 (??/??/92)  124.591  (m)          408.76   (f) ADJ UNCH    2 0
 LY0833
 LY0833.Superseded values are not recommended for survey control.
 LY0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0833.See file dsdata.txt to determine how the superseded data were derived.
 LY0833
 LY0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL303589(NAD 83)
 LY0833_MARKER: DB = BENCH MARK DISK
 LY0833_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0833_SP_SET: BRIDGE
 LY0833_STAMPING: B 34 1942
 LY0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0833
 LY0833  HISTORY     - Date     Condition        Report By
 LY0833  HISTORY     - 1942     MONUMENTED       CGS
 LY0833
 LY0833                          STATION DESCRIPTION
 LY0833
 LY0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0833'2.4 MI NE FROM PELLETTOWN.
 LY0833'2.4 MILES NORTHEAST ALONG THE LEHIGH AND NEW ENGLAND RAILROAD
 LY0833'FROM THE STATION AT BELLETTOWN, AT STEEL BRIDGE NO. 96/11.  A
 LY0833'STANDARD DISK, SET IN THE TOP OF THE NORTHWEST END OF THE
 LY0833'NORTHEAST ABUTMENT, AND 3.2 FEET NORTHWEST OF THE NORTHWEST
 LY0833'RAIL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0791 ***********************************************************************
 LY0791  DESIGNATION -  B 35
 LY0791  PID         -  LY0791
 LY0791  STATE/COUNTY-  NJ/SUSSEX
 LY0791  USGS QUAD   -  CULVERS GAP (1997)
 LY0791
 LY0791                         *CURRENT SURVEY CONTROL
 LY0791  ___________________________________________________________________
 LY0791* NAD 83(1986)-  41 12 56.     (N)    074 49 11.     (W)     SCALED    
 LY0791* NAVD 88     -       166.425  (meters)     546.01   (feet)  ADJUSTED  
 LY0791  ___________________________________________________________________
 LY0791  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LY0791  DYNAMIC HT  -         166.354 (meters)     545.78  (feet)  COMP
 LY0791  MODELED GRAV-     980,196.7   (mgal)                       NAVD 88
 LY0791
 LY0791  VERT ORDER  -  SECOND    CLASS 0
 LY0791
 LY0791.The horizontal coordinates were scaled from a topographic map and have
 LY0791.an estimated accuracy of +/- 6 seconds.
 LY0791
 LY0791.The orthometric height was determined by differential leveling
 LY0791.and adjusted by the National Geodetic Survey in June 1991..
 LY0791
 LY0791.The geoid height was determined by GEOID03.
 LY0791
 LY0791.The dynamic height is computed by dividing the NAVD 88
 LY0791.geopotential number by the normal gravity value computed on the
 LY0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0791.degrees latitude (g = 980.6199 gals.).
 LY0791
 LY0791.The modeled gravity was interpolated from observed gravity values.
 LY0791
 LY0791;                    North         East    Units  Estimated Accuracy
 LY0791;SPC NJ       -   264,530.      123,190.      MT  (+/- 180 meters Scaled)
 LY0791
 LY0791                          SUPERSEDED SURVEY CONTROL
 LY0791
 LY0791  NGVD 29 (??/??/92)  166.613  (m)          546.63   (f) ADJ UNCH    2 0
 LY0791
 LY0791.Superseded values are not recommended for survey control.
 LY0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0791.See file dsdata.txt to determine how the superseded data were derived.
 LY0791
 LY0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL151627(NAD 83)
 LY0791_MARKER: DB = BENCH MARK DISK
 LY0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0791_STAMPING: B 35 1942
 LY0791_MARK LOGO: CGS   
 LY0791_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0791+STABILITY: SURFACE MOTION
 LY0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0791+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1995
 LY0791
 LY0791  HISTORY     - Date     Condition        Report By
 LY0791  HISTORY     - 1942     MONUMENTED       CGS
 LY0791  HISTORY     - 19950110 GOOD             NJGS
 LY0791
 LY0791                          STATION DESCRIPTION
 LY0791
 LY0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0791'0.4 MI SE FROM LAYTON.
 LY0791'0.4 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0791'AT LAYTON, AT THE LAYTON SCHOOL, 107.5 FEET NORTHWEST OF THE
 LY0791'NORTHWEST CORNER, 27 FEET EAST OF THE CENTER LINE OF THE BLACK
 LY0791'TOP ROAD, 17 FEET NORTH OF THE CENTER LINE OF THE NORTH ENTRANCE
 LY0791'GRAVEL ROAD, 4 FEET WEST OF A POWER LINE POLE, AND 1 FOOT SOUTH
 LY0791'OF A STANDARD REFERENCE POST.  A STANDARD DISK, SET IN THE TOP
 LY0791'OF A CONCRETE POST.
 LY0791
 LY0791                          STATION RECOVERY (1995)
 LY0791
 LY0791'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0791'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE LAYTON SCHOOL
 LY0791'IS NOW CALLED THE SANDYSTON WALLPACK SCHOOL, AND THE STATION IS 1 M
 LY0791'(3.3 FT) WEST SOUTHWEST FROM POLE LIFE SUPPORT 46.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0830 ***********************************************************************
 KU0830  DESIGNATION -  B 36
 KU0830  PID         -  KU0830
 KU0830  STATE/COUNTY-  NJ/MONMOUTH
 KU0830  USGS QUAD   -  SANDY HOOK (1981)
 KU0830
 KU0830                         *CURRENT SURVEY CONTROL
 KU0830  ___________________________________________________________________
 KU0830* NAD 83(1986)-  40 25 26.     (N)    073 59 09.     (W)     SCALED    
 KU0830* NAVD 88     -         1.423  (meters)       4.67   (feet)  ADJUSTED  
 KU0830  ___________________________________________________________________
 KU0830  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KU0830  DYNAMIC HT  -           1.423 (meters)       4.67  (feet)  COMP
 KU0830  MODELED GRAV-     980,193.0   (mgal)                       NAVD 88
 KU0830
 KU0830  VERT ORDER  -  FIRST     CLASS II
 KU0830
 KU0830.The horizontal coordinates were scaled from a topographic map and have
 KU0830.an estimated accuracy of +/- 6 seconds.
 KU0830
 KU0830.The orthometric height was determined by differential leveling
 KU0830.and adjusted by the National Geodetic Survey in June 1991..
 KU0830
 KU0830.The geoid height was determined by GEOID03.
 KU0830
 KU0830.The dynamic height is computed by dividing the NAVD 88
 KU0830.geopotential number by the normal gravity value computed on the
 KU0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0830.degrees latitude (g = 980.6199 gals.).
 KU0830
 KU0830.The modeled gravity was interpolated from observed gravity values.
 KU0830
 KU0830;                    North         East    Units  Estimated Accuracy
 KU0830;SPC NJ       -   176,710.      193,630.      MT  (+/- 180 meters Scaled)
 KU0830
 KU0830                          SUPERSEDED SURVEY CONTROL
 KU0830
 KU0830  NGVD 29 (04/16/92)    1.742  (m)            5.72   (f) ADJUSTED    1 2
 KU0830
 KU0830.Superseded values are not recommended for survey control.
 KU0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0830.See file dsdata.txt to determine how the superseded data were derived.
 KU0830
 KU0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK860753(NAD 83)
 KU0830_MARKER: DB = BENCH MARK DISK
 KU0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0830_STAMPING: B 36 1952
 KU0830_MARK LOGO: CGS   
 KU0830_PROJECTION: PROJECTING 10 CENTIMETERS
 KU0830_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0830+STABILITY: SURFACE MOTION
 KU0830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU0830+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2003
 KU0830
 KU0830  HISTORY     - Date     Condition        Report By
 KU0830  HISTORY     - 1952     MONUMENTED       CGS
 KU0830  HISTORY     - 1964     GOOD             NGS
 KU0830  HISTORY     - 1979     GOOD             NGS
 KU0830  HISTORY     - 19950623 GOOD             USPSQD
 KU0830  HISTORY     - 19950728 MARK NOT FOUND   USPSQD
 KU0830  HISTORY     - 19970811 GOOD             USPSQD
 KU0830  HISTORY     - 20030523 GOOD             NJGS
 KU0830
 KU0830                          STATION DESCRIPTION
 KU0830
 KU0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KU0830'0.4 MI S FROM FORT HANCOCK.
 KU0830'0.4 MILE SOUTH ALONG SANDY HOOK ROAD FROM THE MAIN GATE TO THE
 KU0830'MILITARY RESERVATION, ACROSS SANDY HOOK ROAD FROM THE STATE PARK
 KU0830'OFFICE, 93.5 FEET WEST OF THE CENTER LINE OF THE SOUTH BOUND
 KU0830'LANE OF SANDY HOOK ROAD, 55.5 FEET NORTH OF A SIGN WILDLIFE
 KU0830'REFUGE KEEP OUT, 4.2 FEET EAST OF POWER LINE POLE NUMBER JC
 KU0830'258 SBR, 2 FEET SOUTH OF A WOODEN WITNESS POST AND SET IN THE TOP
 KU0830'OF A CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 KU0830
 KU0830                          STATION RECOVERY (1979)
 KU0830
 KU0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KU0830'OMIT 55 FEET NORTH OF SIGN WILD LIFE REFUGE KEEP OUT, 4.2 FEET EAST
 KU0830'OF POWER POLE JC 258 SRB, ADD 6.5 FEET NORTHEAST OF POWER POLE
 KU0830'JC 8376 MPT WITH 2 GUY WIRES.
 KU0830
 KU0830                          STATION RECOVERY (1995)
 KU0830
 KU0830'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU0830'RECOVERED IN GOOD CONDITION.
 KU0830
 KU0830                          STATION RECOVERY (1995)
 KU0830
 KU0830'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU0830'MARK NOT FOUND.
 KU0830
 KU0830                          STATION RECOVERY (1997)
 KU0830
 KU0830'RECOVERY NOTE BY US POWER SQUADRON 1997
 KU0830'RECOVERED IN GOOD CONDITION.
 KU0830
 KU0830                          STATION RECOVERY (2003)
 KU0830
 KU0830'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 KU0830'THE STATION IS LOCATED IN THE GATEWAY NATIONAL RECREATION AREA, SANDY
 KU0830'HOOK.
 KU0830' 
 KU0830'TO REACH THE STATION FRON THE JUNCTION OF STATE ROUTE 36 (OCEAN
 KU0830'AVENUE) AND COUNTY  ROUTE 520 (RUMSON ROAD) AT THE BRIDGE CROSSING THE
 KU0830'SHREWSBURY RIVER IN SEA BRIGHT, GO  ABOUT 2.0 MILES NORTH ON ROUTE 36
 KU0830'TO THE JUNCTION WITH SANDY HOOK ROAD, CONTINUE  AHEAD FOR ABOUT 2.0
 KU0830'MILES NORTH ON SANDY HOOK ROAD, INTO THE PARK TO THE STATION ON  THE
 KU0830'LEFT.
 KU0830' 
 KU0830'THE STATION IS 26.6 M WEST OF THE SOUTHBOUND LANES OF SANDY HOOK ROAD,
 KU0830'2.3 M NORTHEAST  OF POLE NUMBER JC 8376 MPT, 0.5 M NORTHEAST OF METAL
 KU0830'WITNESS POST AND SIGN,  48.3 SOUTH  AND MEASURED ALONG SANDY HOOK ROAD
 KU0830'FROM THE CENTERLINE OF THE TRAFFIC ISLAND TO THE  MAIN ENTRANCE
 KU0830'DRIVEWAY OF BEACH AREA D (SEAGULL PAVILLION), POLE NUMBER JC 258 SRB
 KU0830'AS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0197 ***********************************************************************
 KV0197  DESIGNATION -  B 37
 KV0197  PID         -  KV0197
 KV0197  STATE/COUNTY-  NJ/MIDDLESEX
 KV0197  USGS QUAD   -  PERTH AMBOY (1981)
 KV0197
 KV0197                         *CURRENT SURVEY CONTROL
 KV0197  ___________________________________________________________________
 KV0197* NAD 83(1986)-  40 31 33.     (N)    074 16 08.     (W)     SCALED    
 KV0197* NAVD 88     -        21.978  (meters)      72.11   (feet)  ADJUSTED  
 KV0197  ___________________________________________________________________
 KV0197  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KV0197  DYNAMIC HT  -          21.969 (meters)      72.08  (feet)  COMP
 KV0197  MODELED GRAV-     980,217.0   (mgal)                       NAVD 88
 KV0197
 KV0197  VERT ORDER  -  FIRST     CLASS II
 KV0197
 KV0197.The horizontal coordinates were scaled from a topographic map and have
 KV0197.an estimated accuracy of +/- 6 seconds.
 KV0197
 KV0197.The orthometric height was determined by differential leveling
 KV0197.and adjusted by the National Geodetic Survey in June 1991..
 KV0197
 KV0197.The geoid height was determined by GEOID03.
 KV0197
 KV0197.The dynamic height is computed by dividing the NAVD 88
 KV0197.geopotential number by the normal gravity value computed on the
 KV0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0197.degrees latitude (g = 980.6199 gals.).
 KV0197
 KV0197.The modeled gravity was interpolated from observed gravity values.
 KV0197
 KV0197;                    North         East    Units  Estimated Accuracy
 KV0197;SPC NJ       -   187,920.      169,580.      MT  (+/- 180 meters Scaled)
 KV0197
 KV0197                          SUPERSEDED SURVEY CONTROL
 KV0197
 KV0197  NGVD 29 (04/16/92)   22.287  (m)           73.12   (f) ADJUSTED    1 2
 KV0197
 KV0197.Superseded values are not recommended for survey control.
 KV0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0197.See file dsdata.txt to determine how the superseded data were derived.
 KV0197
 KV0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK619863(NAD 83)
 KV0197_MARKER: DB = BENCH MARK DISK
 KV0197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0197_SP_SET: ABUTMENT
 KV0197_STAMPING: B 37 1952
 KV0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0197+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 KV0197
 KV0197  HISTORY     - Date     Condition        Report By
 KV0197  HISTORY     - 1952     MONUMENTED       CGS
 KV0197  HISTORY     - 20010317 GOOD             PORANY
 KV0197  HISTORY     - 20030513 GOOD             INDIV
 KV0197
 KV0197                          STATION DESCRIPTION
 KV0197
 KV0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0197'AT PERTH AMBOY.
 KV0197'AT PERTH AMBOY, SET VERTICALLY IN THE SOUTH FACE OF THE WEST
 KV0197'MAIN ABUTMENT OF THE OUTER BRIDGE CONNECTING PERTH AMBOY AND
 KV0197'STATEN ISLAND, 1 FOOT WEST OF THE EAST FACE OF ABUTMENT, 14 FEET
 KV0197'WEST OF WEST CURB OF BOGGS STREET WHICH RUNS UNDER BRIDGE, ABOUT
 KV0197'3 FEET ABOVE BOGGS STREET AND ABOUT 2 FEET ABOVE GROUND.
 KV0197
 KV0197                          STATION RECOVERY (2001)
 KV0197
 KV0197'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV0197'MARK IN FENCED AREA, PERMISSION TO OCCUPY MUST BE OBTAINED AT PORT
 KV0197'AUTHORITY OF NEW YORK AND NEW JERSEY ADMINISTRATION BUILDING ON
 KV0197'BOSCOMBE AVENUE IN STATEN ISLAND.
 KV0197
 KV0197                          STATION RECOVERY (2003)
 KV0197
 KV0197'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (TAE)
 KV0197'MARK FOUND AS DESCRIBED. MARK IS NO LONGER IN NY NJ PORT AUTHORITY
 KV0197'FENCED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0260 ***********************************************************************
 KV0260  DESIGNATION -  B 38
 KV0260  PID         -  KV0260
 KV0260  STATE/COUNTY-  NJ/ESSEX
 KV0260  USGS QUAD   -  JERSEY CITY (1981)
 KV0260
 KV0260                         *CURRENT SURVEY CONTROL
 KV0260  ___________________________________________________________________
 KV0260* NAD 83(1986)-  40 43 26.     (N)    074 07 27.     (W)     SCALED    
 KV0260* NAVD 88     -         2.161  (meters)       7.09   (feet)  ADJUSTED  
 KV0260  ___________________________________________________________________
 KV0260  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KV0260  DYNAMIC HT  -           2.160 (meters)       7.09  (feet)  COMP
 KV0260  MODELED GRAV-     980,232.2   (mgal)                       NAVD 88
 KV0260
 KV0260  VERT ORDER  -  FIRST     CLASS I
 KV0260
 KV0260.The horizontal coordinates were scaled from a topographic map and have
 KV0260.an estimated accuracy of +/- 6 seconds.
 KV0260
 KV0260.The orthometric height was determined by differential leveling
 KV0260.and adjusted by the National Geodetic Survey in June 1991..
 KV0260
 KV0260.The geoid height was determined by GEOID03.
 KV0260
 KV0260.The dynamic height is computed by dividing the NAVD 88
 KV0260.geopotential number by the normal gravity value computed on the
 KV0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0260.degrees latitude (g = 980.6199 gals.).
 KV0260
 KV0260.The modeled gravity was interpolated from observed gravity values.
 KV0260
 KV0260;                    North         East    Units  Estimated Accuracy
 KV0260;SPC NJ       -   209,960.      181,750.      MT  (+/- 180 meters Scaled)
 KV0260
 KV0260                          SUPERSEDED SURVEY CONTROL
 KV0260
 KV0260  NGVD 29 (04/16/92)    2.508  (m)            8.23   (f) ADJUSTED    1 1
 KV0260
 KV0260.Superseded values are not recommended for survey control.
 KV0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0260.See file dsdata.txt to determine how the superseded data were derived.
 KV0260
 KV0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL739084(NAD 83)
 KV0260_MARKER: DB = BENCH MARK DISK
 KV0260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0260_SP_SET: ABUTMENT
 KV0260_STAMPING: B 38 1952
 KV0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0260
 KV0260  HISTORY     - Date     Condition        Report By
 KV0260  HISTORY     - 1952     MONUMENTED       CGS
 KV0260  HISTORY     - 1965     GOOD             CGS
 KV0260  HISTORY     - 20040412 MARK NOT FOUND   STEWRT
 KV0260
 KV0260                          STATION DESCRIPTION
 KV0260
 KV0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0260'AT NEWARK.
 KV0260'AT NEWARK, ALONG DOREMUS STREET, ABOUT 0.65 MILE SOUTHWEST OF
 KV0260'OVERPASS OF STATE HIGHWAY 25 OVER DOREMUS STREET, ABOUT 0.8
 KV0260'MILE NORTHEAST OF CROSSING OF WILSON AVENUE, SET VERTICALLY IN
 KV0260'THE NORTHWEST FACE OF THE SOUTHEAST ABUTMENT OF THE CENTRAL
 KV0260'RAILROAD OF NEW JERSEY OVER DOREMUS STREET, 39 FEET SOUTHEAST
 KV0260'OF CENTER LINE OF STREET, 2 FEET SOUTHWEST OF SOUTHWEST EDGE OF
 KV0260'THE ARCH THAT SUPPORTS THE NORTHEAST TRACK OF RAILROAD, AND ABOUT
 KV0260'2 FEET ABOVE GROUND.
 KV0260
 KV0260                          STATION RECOVERY (1965)
 KV0260
 KV0260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0260'RECOVERED IN GOOD CONDITION.
 KV0260
 KV0260                          STATION RECOVERY (2004)
 KV0260
 KV0260'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2004 (JMS)
 KV0260'THE RAILROAD BRIDGE HAS BEEN DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU0005 ***********************************************************************
 HU0005  DESIGNATION -  B 39
 HU0005  PID         -  HU0005
 HU0005  STATE/COUNTY-  NJ/CAPE MAY
 HU0005  USGS QUAD   -  CAPE MAY (1972)
 HU0005
 HU0005                         *CURRENT SURVEY CONTROL
 HU0005  ___________________________________________________________________
 HU0005* NAD 83(1986)-  38 56 49.     (N)    074 55 36.     (W)     SCALED    
 HU0005* NAVD 88     -         3.05   (+/-2cm)      10.0    (feet)  VERTCON   
 HU0005  ___________________________________________________________________
 HU0005  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 HU0005
 HU0005  VERT ORDER  -  ? (See Below)
 HU0005
 HU0005.The horizontal coordinates were scaled from a topographic map and have
 HU0005.an estimated accuracy of +/- 6 seconds.
 HU0005
 HU0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU0005.The vertical order pertains to the NGVD 29 superseded value.
 HU0005
 HU0005.The geoid height was determined by GEOID03.
 HU0005
 HU0005;                    North         East    Units  Estimated Accuracy
 HU0005;SPC NJ       -    12,700.      113,020.      MT  (+/- 180 meters Scaled)
 HU0005
 HU0005                          SUPERSEDED SURVEY CONTROL
 HU0005
 HU0005  NGVD 29 (??/??/??)    3.445  (m)           11.30   (f) ADJUSTED    ?  
 HU0005
 HU0005.Superseded values are not recommended for survey control.
 HU0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0005.See file dsdata.txt to determine how the superseded data were derived.
 HU0005
 HU0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ063108(NAD 83)
 HU0005_MARKER: DB = BENCH MARK DISK
 HU0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0005_STAMPING: B 39 1954
 HU0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0005+STABILITY: SURFACE MOTION
 HU0005
 HU0005  HISTORY     - Date     Condition        Report By
 HU0005  HISTORY     - 1954     MONUMENTED       CGS
 HU0005  HISTORY     - 1979     MARK NOT FOUND   NGS
 HU0005
 HU0005                          STATION DESCRIPTION
 HU0005
 HU0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HU0005'0.9 MI NW FROM CAPE MAY.
 HU0005'0.9 MILE NORTHWEST ALONG BROADWAY FROM THE INTERSECTION OF
 HU0005'BROADWAY AND MYRTLE AVENUE AT CAPE MAY, 1.1 MILES SOUTHEAST OF
 HU0005'THE BRIDGE OVER THE CANAL, ON THE OUTSIDE OF A CURVE WITH
 HU0005'TANGENTS LEADING NORTH AND SOUTHWEST, ABOUT 225 FEET NORTHEAST OF
 HU0005'A GREEN FARMHOUSE, 46 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF A
 HU0005'DOUBLE BILLBOARD, 39.5 FEET EAST OF THE CENTERLINE OF THE ROAD,
 HU0005'5.6 FEET SOUTHEAST OF POWER LINE POLE NO. W 11864.  SET IN THE
 HU0005'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 HU0005
 HU0005                          STATION RECOVERY (1979)
 HU0005
 HU0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HU0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1650 ***********************************************************************
 KU1650  DESIGNATION -  B 40
 KU1650  PID         -  KU1650
 KU1650  STATE/COUNTY-  NJ/BERGEN
 KU1650  USGS QUAD   -  CENTRAL PARK (1979)
 KU1650
 KU1650                         *CURRENT SURVEY CONTROL
 KU1650  ___________________________________________________________________
 KU1650* NAD 83(1986)-  40 49 13.     (N)    073 58 38.     (W)     SCALED    
 KU1650* NAVD 88     -         5.522  (meters)      18.12   (feet)  ADJUSTED  
 KU1650  ___________________________________________________________________
 KU1650  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 KU1650  DYNAMIC HT  -           5.520 (meters)      18.11  (feet)  COMP
 KU1650  MODELED GRAV-     980,245.0   (mgal)                       NAVD 88
 KU1650
 KU1650  VERT ORDER  -  SECOND    CLASS 0
 KU1650
 KU1650.The horizontal coordinates were scaled from a topographic map and have
 KU1650.an estimated accuracy of +/- 6 seconds.
 KU1650
 KU1650.The orthometric height was determined by differential leveling
 KU1650.and adjusted by the National Geodetic Survey in June 1991..
 KU1650
 KU1650.The geoid height was determined by GEOID03.
 KU1650
 KU1650.The dynamic height is computed by dividing the NAVD 88
 KU1650.geopotential number by the normal gravity value computed on the
 KU1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1650.degrees latitude (g = 980.6199 gals.).
 KU1650
 KU1650.The modeled gravity was interpolated from observed gravity values.
 KU1650
 KU1650;                    North         East    Units  Estimated Accuracy
 KU1650;SPC NJ       -   220,720.      194,100.      MT  (+/- 180 meters Scaled)
 KU1650
 KU1650                          SUPERSEDED SURVEY CONTROL
 KU1650
 KU1650  NGVD 29 (??/??/92)    5.83   (m)           19.1    (f) COMPUTED    2 0
 KU1650
 KU1650.Superseded values are not recommended for survey control.
 KU1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1650.See file dsdata.txt to determine how the superseded data were derived.
 KU1650
 KU1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL862193(NAD 83)
 KU1650_MARKER: DB = BENCH MARK DISK
 KU1650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1650_SP_SET: RETAINING WALL
 KU1650_STAMPING: B 40 1956
 KU1650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1650
 KU1650  HISTORY     - Date     Condition        Report By
 KU1650  HISTORY     - 1956     MONUMENTED       CGS
 KU1650  HISTORY     - 19940717 GOOD             USPSQD
 KU1650  HISTORY     - 20051226 MARK NOT FOUND   GEOCAC
 KU1650
 KU1650                          STATION DESCRIPTION
 KU1650
 KU1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU1650'AT EDGEWATER.
 KU1650'AT EDGEWATER, AT THE INTERSECTION OF RIVER ROAD AND RUSSEL
 KU1650'AVENUE, 31.8 FEET EAST OF THE NORTHEAST CORNER OF THE OFFICE
 KU1650'BUILDING OF THE ALUMINUN COMPANY OF AMERICA, 27 FEET SOUTH OF THE
 KU1650'EXTENDED CENTERLINE OF RUSSEL AVENUE, 13.6 FEET EAST OF THE
 KU1650'CENTERLINE OF RIVER ROAD, SET VERTICALLY IN THE SOUTH END OF A
 KU1650'CONCRETE RETAINING WALL, 1.4 FEET ABOVE THE SIDEWALK.
 KU1650
 KU1650                          STATION RECOVERY (1994)
 KU1650
 KU1650'RECOVERY NOTE BY US POWER SQUADRON 1994
 KU1650'RECOVERED IN GOOD CONDITION.
 KU1650
 KU1650                          STATION RECOVERY (2005)
 KU1650
 KU1650'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KU1650'THE OFFICE BUILDING OF US ALUMINUM ON THE WEST SIDE OF RIVER ROAD IS
 KU1650'NOW A CONDO COMPLEX. THE RETAINING WALL ALONG RIVER ROAD AND RUSSEL
 KU1650'AVENUE IS NEW. THE STATION WAS NOT FOUND. PRESUMED DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0505 ***********************************************************************
 KV0505  DESIGNATION -  B 41
 KV0505  PID         -  KV0505
 KV0505  STATE/COUNTY-  NJ/BERGEN
 KV0505  USGS QUAD   -  CENTRAL PARK (1979)
 KV0505
 KV0505                         *CURRENT SURVEY CONTROL
 KV0505  ___________________________________________________________________
 KV0505* NAD 83(1986)-  40 50 24.     (N)    073 59 02.     (W)     SCALED    
 KV0505* NAVD 88     -        37.98   (+/-2cm)     124.6    (feet)  VERTCON   
 KV0505  ___________________________________________________________________
 KV0505  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 KV0505
 KV0505  VERT ORDER  -  ? (See Below)
 KV0505
 KV0505.The horizontal coordinates were scaled from a topographic map and have
 KV0505.an estimated accuracy of +/- 6 seconds.
 KV0505
 KV0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV0505.The vertical order pertains to the NGVD 29 superseded value.
 KV0505
 KV0505.The geoid height was determined by GEOID03.
 KV0505
 KV0505;                    North         East    Units  Estimated Accuracy
 KV0505;SPC NJ       -   222,910.      193,520.      MT  (+/- 180 meters Scaled)
 KV0505
 KV0505                          SUPERSEDED SURVEY CONTROL
 KV0505
 KV0505  NGVD 29 (??/??/??)   38.292  (m)          125.63   (f) ADJUSTED    ?  
 KV0505
 KV0505.Superseded values are not recommended for survey control.
 KV0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0505.See file dsdata.txt to determine how the superseded data were derived.
 KV0505
 KV0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL856214(NAD 83)
 KV0505_MARKER: DB = BENCH MARK DISK
 KV0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0505_SP_SET: ABUTMENT
 KV0505_STAMPING: B 41 1956
 KV0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0505
 KV0505  HISTORY     - Date     Condition        Report By
 KV0505  HISTORY     - 1956     MONUMENTED       CGS
 KV0505  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 KV0505  HISTORY     - 19950814 MARK NOT FOUND   USPSQD
 KV0505
 KV0505                          STATION DESCRIPTION
 KV0505
 KV0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0505'0.9 MI W FROM FORT LEE.
 KV0505'0.9 MILE WEST ALONG STATE HIGHWAY 5 FROM THE PUBLIC SCHOOL NO.
 KV0505'4 AT FORT LEE, IN TOP OF THE EAST END OF THE SOUTH CONCRETE
 KV0505'ABUTMENT OF A LARGE CONCRETE BRIDGE, 11 FEET EAST OF THE EAST
 KV0505'CURB OF THE HIGHWAY AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 KV0505
 KV0505                          STATION RECOVERY (1994)
 KV0505
 KV0505'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0505'MARK NOT FOUND.
 KV0505
 KV0505                          STATION RECOVERY (1995)
 KV0505
 KV0505'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0006 ***********************************************************************
 KV0006  DESIGNATION -  B 5
 KV0006  PID         -  KV0006
 KV0006  STATE/COUNTY-  NJ/MIDDLESEX
 KV0006  USGS QUAD   -  PERTH AMBOY (1981)
 KV0006
 KV0006                         *CURRENT SURVEY CONTROL
 KV0006  ___________________________________________________________________
 KV0006* NAD 83(1986)-  40 30 21.     (N)    074 16 00.     (W)     SCALED    
 KV0006* NAVD 88     -        19.351  (meters)      63.49   (feet)  ADJUSTED  
 KV0006  ___________________________________________________________________
 KV0006  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV0006  DYNAMIC HT  -          19.343 (meters)      63.46  (feet)  COMP
 KV0006  MODELED GRAV-     980,218.0   (mgal)                       NAVD 88
 KV0006
 KV0006  VERT ORDER  -  FIRST     CLASS I
 KV0006
 KV0006.The horizontal coordinates were scaled from a topographic map and have
 KV0006.an estimated accuracy of +/- 6 seconds.
 KV0006
 KV0006.The orthometric height was determined by differential leveling
 KV0006.and adjusted by the National Geodetic Survey in June 1991..
 KV0006.WARNING-Repeat measurements at this control monument indicate possible
 KV0006.vertical movement.
 KV0006
 KV0006.The geoid height was determined by GEOID03.
 KV0006
 KV0006.The dynamic height is computed by dividing the NAVD 88
 KV0006.geopotential number by the normal gravity value computed on the
 KV0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0006.degrees latitude (g = 980.6199 gals.).
 KV0006
 KV0006.The modeled gravity was interpolated from observed gravity values.
 KV0006
 KV0006;                    North         East    Units  Estimated Accuracy
 KV0006;SPC NJ       -   185,700.      169,780.      MT  (+/- 180 meters Scaled)
 KV0006
 KV0006                          SUPERSEDED SURVEY CONTROL
 KV0006
 KV0006  NGVD 29 (04/16/92)   19.652  (m)           64.47   (f) ADJUSTED    1 1
 KV0006
 KV0006.Superseded values are not recommended for survey control.
 KV0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0006.See file dsdata.txt to determine how the superseded data were derived.
 KV0006
 KV0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK621841(NAD 83)
 KV0006_MARKER: DB = BENCH MARK DISK
 KV0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0006_SP_SET: FOUNDATION
 KV0006_STAMPING: 64.609 B 5 1925
 KV0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0006
 KV0006  HISTORY     - Date     Condition        Report By
 KV0006  HISTORY     - 1925     MONUMENTED       CGS
 KV0006  HISTORY     - 1964     GOOD             CGS
 KV0006
 KV0006                          STATION DESCRIPTION
 KV0006
 KV0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0006'AT PERTH AMBOY.
 KV0006'AT PERTH AMBOY, AT THE INTERSECTION OF MARKET AND HIGH STREETS, AT
 KV0006'THE HIGH STREET ENTRANCE TO THE FIRST BAPTIST CHURCH, SET
 KV0006'VERTICALLY IN THE EAST FACE OF THE CONCRETE FOUNDATION, 12.3
 KV0006'FEET NORTH OF THE SOUTHEAST CORNER OF THE CHURCH, AND 1 FOOT ABOVE
 KV0006'THE LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0939 ***********************************************************************
 KV0939  DESIGNATION -  B 53
 KV0939  PID         -  KV0939
 KV0939  STATE/COUNTY-  NJ/MIDDLESEX
 KV0939  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV0939
 KV0939                         *CURRENT SURVEY CONTROL
 KV0939  ___________________________________________________________________
 KV0939* NAD 83(1986)-  40 29 52.     (N)    074 26 06.     (W)     SCALED    
 KV0939* NAVD 88     -        17.510  (meters)      57.45   (feet)  ADJUSTED  
 KV0939  ___________________________________________________________________
 KV0939  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV0939  DYNAMIC HT  -          17.502 (meters)      57.42  (feet)  COMP
 KV0939  MODELED GRAV-     980,193.0   (mgal)                       NAVD 88
 KV0939
 KV0939  VERT ORDER  -  SECOND    CLASS 0
 KV0939
 KV0939.The horizontal coordinates were scaled from a topographic map and have
 KV0939.an estimated accuracy of +/- 6 seconds.
 KV0939
 KV0939.The orthometric height was determined by differential leveling
 KV0939.and adjusted by the National Geodetic Survey in June 1991..
 KV0939
 KV0939.The geoid height was determined by GEOID03.
 KV0939
 KV0939.The dynamic height is computed by dividing the NAVD 88
 KV0939.geopotential number by the normal gravity value computed on the
 KV0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0939.degrees latitude (g = 980.6199 gals.).
 KV0939
 KV0939.The modeled gravity was interpolated from observed gravity values.
 KV0939
 KV0939;                    North         East    Units  Estimated Accuracy
 KV0939;SPC NJ       -   184,780.      155,510.      MT  (+/- 180 meters Scaled)
 KV0939
 KV0939                          SUPERSEDED SURVEY CONTROL
 KV0939
 KV0939  NGVD 29 (04/16/92)   17.805  (m)           58.42   (f) ADJUSTED    2 0
 KV0939
 KV0939.Superseded values are not recommended for survey control.
 KV0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0939.See file dsdata.txt to determine how the superseded data were derived.
 KV0939
 KV0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK478831(NAD 83)
 KV0939_MARKER: DB = BENCH MARK DISK
 KV0939_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0939_SP_SET: RETAINING WALL
 KV0939_STAMPING: B 53 1961
 KV0939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0939+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 KV0939
 KV0939  HISTORY     - Date     Condition        Report By
 KV0939  HISTORY     - 1961     MONUMENTED       CGS
 KV0939  HISTORY     - 1975     GOOD             NGS
 KV0939  HISTORY     - 1985     GOOD
 KV0939  HISTORY     - 20041010 GOOD             GEOCAC
 KV0939  HISTORY     - 20060310 GOOD             AASCO
 KV0939
 KV0939                          STATION DESCRIPTION
 KV0939
 KV0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0939'AT HIGHLAND PARK.
 KV0939'AT THE SOUTHWEST CORNER OF THE INTERSECTION OF RARITAN AVE. AND
 KV0939'SOUTH ADELAIDE AVE., IN THE EAST END OF A CONCRETE RETAINING WALL
 KV0939'AT THE NORTH SIDE OF THE JEWESH COMMUNITY CENTER, 16 INCHES ABOVE
 KV0939'THE LEVEL OF THE SIDEWALK AND 8 INCHES NORTH OF THE EAST END OF
 KV0939'A WROUGHT IRON FENCE.  SET IN A DRILL HOLE IN CONCRETE WALL.
 KV0939
 KV0939                          STATION RECOVERY (1975)
 KV0939
 KV0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 KV0939'RECOVERED IN GOOD CONDITION.
 KV0939
 KV0939                          STATION RECOVERY (1985)
 KV0939
 KV0939'RECOVERED 1985
 KV0939'RECOVERED IN GOOD CONDITION.
 KV0939
 KV0939                          STATION RECOVERY (2004)
 KV0939
 KV0939'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 KV0939'FOUND AS DESCRIBED EXCEPT DISK IS ABOUT FOUR INCHES NORTH OF NORTHEAST
 KV0939'END OF METAL FENCE.
 KV0939' 
 KV0939'GARMIN ETREX HANDHELD GPS COORDINATES - N40 29 52.2, W074 26 4.7
 KV0939
 KV0939                          STATION RECOVERY (2006)
 KV0939
 KV0939'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (JAL)
 KV0939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0849 ***********************************************************************
 KU0849  DESIGNATION -  B 54
 KU0849  PID         -  KU0849
 KU0849  STATE/COUNTY-  NJ/MONMOUTH
 KU0849  USGS QUAD   -  LONG BRANCH (1981)
 KU0849
 KU0849                         *CURRENT SURVEY CONTROL
 KU0849  ___________________________________________________________________
 KU0849* NAD 83(1986)-  40 19 10.     (N)    073 59 33.     (W)     SCALED    
 KU0849* NAVD 88     -         2.885  (meters)       9.47   (feet)  ADJUSTED  
 KU0849  ___________________________________________________________________
 KU0849  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KU0849  DYNAMIC HT  -           2.884 (meters)       9.46  (feet)  COMP
 KU0849  MODELED GRAV-     980,178.4   (mgal)                       NAVD 88
 KU0849
 KU0849  VERT ORDER  -  SECOND    CLASS 0
 KU0849
 KU0849.The horizontal coordinates were scaled from a topographic map and have
 KU0849.an estimated accuracy of +/- 6 seconds.
 KU0849
 KU0849.The orthometric height was determined by differential leveling
 KU0849.and adjusted by the National Geodetic Survey in June 1991..
 KU0849
 KU0849.The geoid height was determined by GEOID03.
 KU0849
 KU0849.The dynamic height is computed by dividing the NAVD 88
 KU0849.geopotential number by the normal gravity value computed on the
 KU0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0849.degrees latitude (g = 980.6199 gals.).
 KU0849
 KU0849.The modeled gravity was interpolated from observed gravity values.
 KU0849
 KU0849;                    North         East    Units  Estimated Accuracy
 KU0849;SPC NJ       -   165,110.      193,130.      MT  (+/- 180 meters Scaled)
 KU0849
 KU0849                          SUPERSEDED SURVEY CONTROL
 KU0849
 KU0849  NGVD 29 (04/16/92)    3.208  (m)           10.52   (f) ADJUSTED    2 0
 KU0849
 KU0849.Superseded values are not recommended for survey control.
 KU0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0849.See file dsdata.txt to determine how the superseded data were derived.
 KU0849
 KU0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK855637(NAD 83)
 KU0849_MARKER: DB = BENCH MARK DISK
 KU0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0849_STAMPING: B 54
 KU0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0849+STABILITY: SURFACE MOTION
 KU0849
 KU0849  HISTORY     - Date     Condition        Report By
 KU0849  HISTORY     - UNK      MONUMENTED       CGS
 KU0849  HISTORY     - 1961     GOOD             NGS
 KU0849  HISTORY     - 1964     MARK NOT FOUND   NGS
 KU0849  HISTORY     - 19950704 MARK NOT FOUND   USPSQD
 KU0849  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 KU0849
 KU0849                          STATION DESCRIPTION
 KU0849
 KU0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KU0849'1.5 MI SW FROM MONMOUTH BEACH.
 KU0849'WEST ON WESLEY AVE. FOR 0.4 MILE FROM THE POST OFFICE AT
 KU0849'MONMOUTH BEACH, THENCE SOUTH ON PATTEN AVE. FOR 1.0 MILE, AT
 KU0849'THE NORTHWEST ANGLE OF THE THREE POINT INTERSECTION OF PATTEN
 KU0849'AVE., PORTAUPEK AVE., AND MONMOUTH BOULEVARD, 39 FEET NORTHWEST
 KU0849'OF THE CENTER OF THE INTERSECTION, 24 FEET SOUTH OF A FIRE
 KU0849'HYDRANT, 2 FEET SOUTH OF A METAL WITNESS POST AND 2 FEET NORTH
 KU0849'OF A CONCRETE PROPERTY MARKER.  SET IN THE TOP OF A ROUND
 KU0849'CONCRETE POST LEVEL WITH THE GROUND.
 KU0849
 KU0849                          STATION RECOVERY (1964)
 KU0849
 KU0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU0849'MARK NOT FOUND.
 KU0849
 KU0849                          STATION RECOVERY (1995)
 KU0849
 KU0849'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU0849'MARK NOT FOUND.
 KU0849
 KU0849                          STATION RECOVERY (1997)
 KU0849
 KU0849'RECOVERY NOTE BY US POWER SQUADRON 1997
 KU0849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0125 ***********************************************************************
 JU0125  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0125  DESIGNATION -  B 55
 JU0125  PID         -  JU0125
 JU0125  STATE/COUNTY-  NJ/OCEAN
 JU0125  USGS QUAD   -  WEST CREEK (1972)
 JU0125
 JU0125                         *CURRENT SURVEY CONTROL
 JU0125  ___________________________________________________________________
 JU0125* NAD 83(1986)-  39 37 51.     (N)    074 17 45.     (W)     SCALED    
 JU0125* NAVD 88     -         1.022  (meters)       3.35   (feet)  ADJUSTED  
 JU0125  ___________________________________________________________________
 JU0125  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JU0125  DYNAMIC HT  -           1.021 (meters)       3.35  (feet)  COMP
 JU0125  MODELED GRAV-     980,155.1   (mgal)                       NAVD 88
 JU0125
 JU0125  VERT ORDER  -  FIRST     CLASS II
 JU0125
 JU0125.The horizontal coordinates were scaled from a topographic map and have
 JU0125.an estimated accuracy of +/- 6 seconds.
 JU0125
 JU0125.The orthometric height was determined by differential leveling
 JU0125.and adjusted by the National Geodetic Survey in June 1991..
 JU0125
 JU0125.This Tidal Bench Mark is designated as VM 2608
 JU0125.by the Center for Operational Oceanographic Products and Services.
 JU0125
 JU0125.The geoid height was determined by GEOID03.
 JU0125
 JU0125.The dynamic height is computed by dividing the NAVD 88
 JU0125.geopotential number by the normal gravity value computed on the
 JU0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0125.degrees latitude (g = 980.6199 gals.).
 JU0125
 JU0125.The modeled gravity was interpolated from observed gravity values.
 JU0125
 JU0125;                    North         East    Units  Estimated Accuracy
 JU0125;SPC NJ       -    88,550.      167,530.      MT  (+/- 180 meters Scaled)
 JU0125
 JU0125                          SUPERSEDED SURVEY CONTROL
 JU0125
 JU0125  NGVD 29 (01/10/92)    1.408  (m)            4.62   (f) ADJUSTED    1 2
 JU0125
 JU0125.Superseded values are not recommended for survey control.
 JU0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0125.See file dsdata.txt to determine how the superseded data were derived.
 JU0125
 JU0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ604870(NAD 83)
 JU0125_MARKER: DB = BENCH MARK DISK
 JU0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0125_STAMPING: B 55 1961
 JU0125_MARK LOGO: CGS   
 JU0125_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0125+STABILITY: SURFACE MOTION
 JU0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0125+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 JU0125
 JU0125  HISTORY     - Date     Condition        Report By
 JU0125  HISTORY     - 1961     MONUMENTED       CGS
 JU0125  HISTORY     - 1979     GOOD             NGS
 JU0125  HISTORY     - 1985     GOOD             USPSQD
 JU0125  HISTORY     - 19940721 GOOD             USPSQD
 JU0125  HISTORY     - 19950131 GOOD             NJGS
 JU0125  HISTORY     - 20020917 GOOD             NJDEP
 JU0125
 JU0125                          STATION DESCRIPTION
 JU0125
 JU0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0125'0.6 MI SE FROM WEST CREEK.
 JU0125'0.65 MILE SOUTHEAST ON WEST CREEK DOCK ROAD FROM THE JUNCTION OF
 JU0125'U.S. HIGHWAY 9, 32 FEET NORTHWEST OF THE CENTERLINE OF DRIVEWAY
 JU0125'TO CREATON COURT, 30 FEET SOUTHWEST OF CENTERLINE OF WEST CREEK
 JU0125'DOCK ROAD AND 6.5 FEET NORTHWEST OF A CABLE LINE POLE.  SET IN
 JU0125'A CONCRETE POST ONE FOOT BELOW THE LEVEL OF THE ROAD.
 JU0125
 JU0125                          STATION RECOVERY (1979)
 JU0125
 JU0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0125'THE MARK IS 1.0 FT  SW FROM A WITNESS POST.
 JU0125
 JU0125                          STATION RECOVERY (1985)
 JU0125
 JU0125'RECOVERY NOTE BY US POWER SQUADRON 1985 (CWK)
 JU0125'RECOVERED IN GOOD CONDITION.
 JU0125
 JU0125                          STATION RECOVERY (1994)
 JU0125
 JU0125'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0125'RECOVERED IN GOOD CONDITION.
 JU0125
 JU0125                          STATION RECOVERY (1995)
 JU0125
 JU0125'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0125'RECOVERED AS DESCRIBED.
 JU0125
 JU0125                          STATION RECOVERY (2002)
 JU0125
 JU0125'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2002 (DSR)
 JU0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0310 ***********************************************************************
 JU0310  DESIGNATION -  B 56
 JU0310  PID         -  JU0310
 JU0310  STATE/COUNTY-  NJ/ATLANTIC
 JU0310  USGS QUAD   -  ATLANTIC CITY (1994)
 JU0310
 JU0310                         *CURRENT SURVEY CONTROL
 JU0310  ___________________________________________________________________
 JU0310* NAD 83(1996)-  39 21 36.60821(N)    074 27 41.76308(W)     ADJUSTED  
 JU0310* NAVD 88     -         1.969  (meters)       6.46   (feet)  ADJUSTED  
 JU0310  ___________________________________________________________________
 JU0310  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 JU0310  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JU0310  DYNAMIC HT  -           1.968 (meters)       6.46  (feet)  COMP
 JU0310  MODELED GRAV-     980,107.5   (mgal)                       NAVD 88
 JU0310
 JU0310  HORZ ORDER  -  SECOND
 JU0310  VERT ORDER  -  FIRST     CLASS I
 JU0310
 JU0310.This mark is at Atlantic City Mun Bader Fld Airport (AIY)
 JU0310
 JU0310.The horizontal coordinates were established by classical geodetic methods
 JU0310.and adjusted by the National Geodetic Survey in September 1999..
 JU0310
 JU0310.The orthometric height was determined by differential leveling
 JU0310.and adjusted by the National Geodetic Survey in June 1991..
 JU0310.WARNING-Repeat measurements at this control monument indicate possible
 JU0310.vertical movement.
 JU0310
 JU0310.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0310
 JU0310.The geoid height was determined by GEOID03.
 JU0310
 JU0310.The dynamic height is computed by dividing the NAVD 88
 JU0310.geopotential number by the normal gravity value computed on the
 JU0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0310.degrees latitude (g = 980.6199 gals.).
 JU0310
 JU0310.The modeled gravity was interpolated from observed gravity values.
 JU0310
 JU0310;                    North         East     Units Scale Factor Converg.
 JU0310;SPC NJ       -    58,482.737   153,309.119   MT  0.99990013   +0 01 27.7
 JU0310;SPC NJ       -   191,872.11    502,981.67   sFT  0.99990013   +0 01 27.7
 JU0310;UTM  18      - 4,356,884.369   546,383.780   MT  0.99962649   +0 20 29.2
 JU0310
 JU0310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0310!SPC NJ       -   1.00000508  x   0.99990013  =   0.99990521
 JU0310!UTM  18      -   1.00000508  x   0.99962649  =   0.99963157
 JU0310
 JU0310                          SUPERSEDED SURVEY CONTROL
 JU0310
 JU0310  NAD 83(1986)-  39 21 36.59700(N)    074 27 41.75389(W) AD(       ) 2
 JU0310  NAD 27      -  39 21 36.17557(N)    074 27 43.22052(W) AD(       ) 2
 JU0310  NGVD 29 (04/16/92)    2.390  (m)            7.84   (f) ADJUSTED    1 1
 JU0310
 JU0310.Superseded values are not recommended for survey control.
 JU0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0310.See file dsdata.txt to determine how the superseded data were derived.
 JU0310
 JU0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4638456884(NAD 83)
 JU0310_MARKER: DB = BENCH MARK DISK
 JU0310_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0310+WITH SETTING: PAVEMENT
 JU0310_SP_SET: HANGER FOUNDATION
 JU0310_STAMPING: B 56 1961
 JU0310_MARK LOGO: CGS   
 JU0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0310+STABILITY: SURFACE MOTION
 JU0310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0310+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1989
 JU0310
 JU0310  HISTORY     - Date     Condition        Report By
 JU0310  HISTORY     - 1961     MONUMENTED       CGS
 JU0310  HISTORY     - 1963     GOOD             CGS
 JU0310  HISTORY     - 1975     GOOD             NGS
 JU0310  HISTORY     - 1980     GOOD             LOCSUR
 JU0310  HISTORY     - 19891101 GOOD             NJGS
 JU0310
 JU0310                          STATION DESCRIPTION
 JU0310
 JU0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0310'AT ATLANTIC CITY.
 JU0310'AT THE MUNICIPAL AIRPORT (BADER FIELD) IN ATLANTIC CITY.  SET IN
 JU0310'A DRILL HOLE IN THE SOUTHWEST SIDE AT THE SOUTH CORNER OF THE
 JU0310'CONCRETE FOUNDATION OF THE CONCRETE BLOCK BUILDING THAT IS USED
 JU0310'AS AN OFFICE AND HANGER.  THE FOUNDATION PROJECTS 1 FOOT FROM
 JU0310'THE BUILDING.
 JU0310
 JU0310                          STATION RECOVERY (1963)
 JU0310
 JU0310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU0310'RECOVERED IN GOOD CONDITION.
 JU0310
 JU0310                          STATION RECOVERY (1975)
 JU0310
 JU0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JU0310'RECOVERED IN GOOD CONDITION.
 JU0310
 JU0310                          STATION RECOVERY (1980)
 JU0310
 JU0310'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 JU0310'STATION IS USED FOR VERTICAL CONTROL ONLY.
 JU0310
 JU0310                          STATION RECOVERY (1989)
 JU0310
 JU0310'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 JU0310'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE NORTHEAST SIDE OF
 JU0310'ALBANY AVENUE, U.S. HIGHWAY ROUTE 40.  THE STATION IS IN THE WEST
 JU0310'WALL FOUNDATION AT THE SOUTHWEST CORNER OF THE HANGER BUILDING IN THE
 JU0310'NORTHWEST CORNER OF THE ATLANTIC CITY MUNICIPAL AIRPORT, BADER FIELD.
 JU0310'THE STATION IS 0.17 M (0.56 FT) WEST OF THE SOUTHWEST CORNER OF THE
 JU0310'BUILDING AND ABOUT 0.2 M (0.7 FT) ABOVE THE GROUND.  THE DISK HAS
 JU0310'BEEN PAINTED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0575 ***********************************************************************
 JU0575  DESIGNATION -  B 57
 JU0575  PID         -  JU0575
 JU0575  STATE/COUNTY-  NJ/ATLANTIC
 JU0575  USGS QUAD   -  EGG HARBOR CITY (1977)
 JU0575
 JU0575                         *CURRENT SURVEY CONTROL
 JU0575  ___________________________________________________________________
 JU0575* NAD 83(1986)-  39 33 33.     (N)    074 41 29.     (W)     SCALED    
 JU0575* NAVD 88     -        22.924  (meters)      75.21   (feet)  ADJUSTED  
 JU0575  ___________________________________________________________________
 JU0575  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JU0575  DYNAMIC HT  -          22.912 (meters)      75.17  (feet)  COMP
 JU0575  MODELED GRAV-     980,132.4   (mgal)                       NAVD 88
 JU0575
 JU0575  VERT ORDER  -  FIRST     CLASS I
 JU0575
 JU0575.The horizontal coordinates were scaled from a topographic map and have
 JU0575.an estimated accuracy of +/- 6 seconds.
 JU0575
 JU0575.The orthometric height was determined by differential leveling
 JU0575.and adjusted by the National Geodetic Survey in June 1991..
 JU0575
 JU0575.The geoid height was determined by GEOID03.
 JU0575
 JU0575.The dynamic height is computed by dividing the NAVD 88
 JU0575.geopotential number by the normal gravity value computed on the
 JU0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0575.degrees latitude (g = 980.6199 gals.).
 JU0575
 JU0575.The modeled gravity was interpolated from observed gravity values.
 JU0575
 JU0575;                    North         East    Units  Estimated Accuracy
 JU0575;SPC NJ       -    80,590.      133,550.      MT  (+/- 180 meters Scaled)
 JU0575
 JU0575                          SUPERSEDED SURVEY CONTROL
 JU0575
 JU0575  NGVD 29 (??/??/??)   23.297  (m)           76.43   (f) ADJUSTED    1 1
 JU0575
 JU0575.Superseded values are not recommended for survey control.
 JU0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0575.See file dsdata.txt to determine how the superseded data were derived.
 JU0575
 JU0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ265788(NAD 83)
 JU0575_MARKER: DB = BENCH MARK DISK
 JU0575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0575_SP_SET: CULVERT
 JU0575_STAMPING: B 57 1961
 JU0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0575
 JU0575  HISTORY     - Date     Condition        Report By
 JU0575  HISTORY     - 1961     MONUMENTED       CGS
 JU0575  HISTORY     - 1963     GOOD             CGS
 JU0575
 JU0575                          STATION DESCRIPTION
 JU0575
 JU0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0575'1.7 MI SE FROM ELWOOD.
 JU0575'1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE STOPLIGHT
 JU0575'AT THE INTERSECTION OF A BLACK TOP ROAD AT ELWOOD, SET ON TOP
 JU0575'OF THE SOUTHEAST END OF SOUTHWEST HEAD WALL FOR A 4-FOOT L SHAPED
 JU0575'CONCRETE CULVERT, 36 FEET SOUTHWEST OF CENTERLINE OF
 JU0575'SOUTHEAST-BOUND LANE OF HIGHWAY, 67 FEET NORTHWEST OF POWER
 JU0575'POLE P24005, AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2136 ***********************************************************************
 JU2136  DESIGNATION -  B 58
 JU2136  PID         -  JU2136
 JU2136  STATE/COUNTY-  NJ/CAPE MAY
 JU2136  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2136
 JU2136                         *CURRENT SURVEY CONTROL
 JU2136  ___________________________________________________________________
 JU2136* NAD 83(1986)-  39 10 23.     (N)    074 44 13.     (W)     SCALED    
 JU2136* NAVD 88     -         2.602  (meters)       8.54   (feet)  ADJUSTED  
 JU2136  ___________________________________________________________________
 JU2136  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 JU2136  DYNAMIC HT  -           2.600 (meters)       8.53  (feet)  COMP
 JU2136  MODELED GRAV-     980,079.4   (mgal)                       NAVD 88
 JU2136
 JU2136  VERT ORDER  -  FIRST     CLASS II
 JU2136
 JU2136.The horizontal coordinates were scaled from a topographic map and have
 JU2136.an estimated accuracy of +/- 6 seconds.
 JU2136
 JU2136.The orthometric height was determined by differential leveling
 JU2136.and adjusted by the National Geodetic Survey in June 1991..
 JU2136
 JU2136.The geoid height was determined by GEOID03.
 JU2136
 JU2136.The dynamic height is computed by dividing the NAVD 88
 JU2136.geopotential number by the normal gravity value computed on the
 JU2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2136.degrees latitude (g = 980.6199 gals.).
 JU2136
 JU2136.The modeled gravity was interpolated from observed gravity values.
 JU2136
 JU2136;                    North         East    Units  Estimated Accuracy
 JU2136;SPC NJ       -    37,740.      129,530.      MT  (+/- 180 meters Scaled)
 JU2136
 JU2136                          SUPERSEDED SURVEY CONTROL
 JU2136
 JU2136  NGVD 29 (04/16/92)    2.989  (m)            9.81   (f) ADJUSTED    1 2
 JU2136
 JU2136.Superseded values are not recommended for survey control.
 JU2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2136.See file dsdata.txt to determine how the superseded data were derived.
 JU2136
 JU2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ227360(NAD 83)
 JU2136_MARKER: DB = BENCH MARK DISK
 JU2136_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JU2136_SP_SET: RETAINING WALL
 JU2136_STAMPING: B 58 1961
 JU2136_MARK LOGO: CGS   
 JU2136_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2136+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1998
 JU2136
 JU2136  HISTORY     - Date     Condition        Report By
 JU2136  HISTORY     - 1961     MONUMENTED       CGS
 JU2136  HISTORY     - 1979     GOOD             NGS
 JU2136  HISTORY     - 19980512 GOOD             NJGS
 JU2136
 JU2136                          STATION DESCRIPTION
 JU2136
 JU2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU2136'0.25 MILE SOUTHWEST FROM OCEAN VIEW.
 JU2136'0.25 MILE SOUTHWEST ON U.S. HIGHWAY 9 FROM THE JUNCTION WITH SEA
 JU2136'ISLE BOULEVARD IN OCEAN VIEW, 33 FEET NORTHWEST OF THE CENTER LINE
 JU2136'OF HIGHWAY 9 AND LEVEL WITH THE HIGHWAY. SET IN A DRILL HOLE IN THE
 JU2136'TOP AND AT THE SOUTHWEST END OF A RETAINING WALL FOR MAGNOLIA LAKE.
 JU2136
 JU2136                          STATION RECOVERY (1979)
 JU2136
 JU2136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU2136'RECOVERED IN GOOD CONDITION.
 JU2136
 JU2136                          STATION RECOVERY (1998)
 JU2136
 JU2136'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU2136'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU1003 ***********************************************************************
 JU1003  DESIGNATION -  B 59
 JU1003  PID         -  JU1003
 JU1003  STATE/COUNTY-  NJ/CUMBERLAND
 JU1003  USGS QUAD   -  CEDARVILLE (1992)
 JU1003
 JU1003                         *CURRENT SURVEY CONTROL
 JU1003  ___________________________________________________________________
 JU1003* NAD 83(1986)-  39 18 28.     (N)    075 10 02.     (W)     SCALED    
 JU1003* NAVD 88     -         4.930  (meters)      16.17   (feet)  ADJUSTED  
 JU1003  ___________________________________________________________________
 JU1003  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JU1003  DYNAMIC HT  -           4.928 (meters)      16.17  (feet)  COMP
 JU1003  MODELED GRAV-     980,109.4   (mgal)                       NAVD 88
 JU1003
 JU1003  VERT ORDER  -  SECOND    CLASS 0
 JU1003
 JU1003.The horizontal coordinates were scaled from a topographic map and have
 JU1003.an estimated accuracy of +/- 6 seconds.
 JU1003
 JU1003.The orthometric height was determined by differential leveling
 JU1003.and adjusted by the National Geodetic Survey in June 1991..
 JU1003
 JU1003.The geoid height was determined by GEOID03.
 JU1003
 JU1003.The dynamic height is computed by dividing the NAVD 88
 JU1003.geopotential number by the normal gravity value computed on the
 JU1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1003.degrees latitude (g = 980.6199 gals.).
 JU1003
 JU1003.The modeled gravity was interpolated from observed gravity values.
 JU1003
 JU1003;                    North         East    Units  Estimated Accuracy
 JU1003;SPC NJ       -    52,880.       92,460.      MT  (+/- 180 meters Scaled)
 JU1003
 JU1003                          SUPERSEDED SURVEY CONTROL
 JU1003
 JU1003  NGVD 29 (04/16/92)    5.261  (m)           17.26   (f) ADJUSTED    2 0
 JU1003
 JU1003.Superseded values are not recommended for survey control.
 JU1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1003.See file dsdata.txt to determine how the superseded data were derived.
 JU1003
 JU1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ855509(NAD 83)
 JU1003_MARKER: DB = BENCH MARK DISK
 JU1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1003_STAMPING: B 59 1961
 JU1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1003+STABILITY: SURFACE MOTION
 JU1003
 JU1003  HISTORY     - Date     Condition        Report By
 JU1003  HISTORY     - 1961     MONUMENTED       CGS
 JU1003
 JU1003                          STATION DESCRIPTION
 JU1003
 JU1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU1003'1 MI NE FROM NEWPORT.
 JU1003'0.25 MILE NORTH ON THE ROAD FROM NEWPORT TO MILLVILLE FROM THE
 JU1003'NORTHEAST CORNER OF THE CEMETARY IN NEWPORT THENCE 0.5 MILE
 JU1003'NORTHEAST TO THE JUNCTION OF COUNTY ROAD 553 OR 1.0 MILE NORTHEAST
 JU1003'ON THE NEWPORT AND MILLVILLE ROAD FROM THE STOP LIGHT IN NEWPORT.
 JU1003'65.3 FEET NORTHEAST OF THE CENTER LINE OF ROAD 553, 20 FEET
 JU1003'NORTHWEST OF THE CENTER LINE OF THE NEWPORT TO MILLVILLE ROAD
 JU1003'AND 11.4 FEET NORTHEAST OF POWER LINE POLE ACE 11364, ABOUT
 JU1003'1 FOOT ABOVE THE LEVEL OF THE ROAD.  SET IN THE TOP OF A CONCRETE
 JU1003'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0472 ***********************************************************************
 KV0472  DESIGNATION -  B 62
 KV0472  PID         -  KV0472
 KV0472  STATE/COUNTY-  NJ/BERGEN
 KV0472  USGS QUAD   -  WEEHAWKEN (1995)
 KV0472
 KV0472                         *CURRENT SURVEY CONTROL
 KV0472  ___________________________________________________________________
 KV0472* NAD 83(1986)-  40 50 10.     (N)    074 03 03.     (W)     SCALED    
 KV0472* NAVD 88     -         1.768  (meters)       5.80   (feet)  ADJUSTED  
 KV0472  ___________________________________________________________________
 KV0472  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 KV0472  DYNAMIC HT  -           1.767 (meters)       5.80  (feet)  COMP
 KV0472  MODELED GRAV-     980,237.7   (mgal)                       NAVD 88
 KV0472
 KV0472  VERT ORDER  -  SECOND    CLASS 0
 KV0472
 KV0472.The horizontal coordinates were scaled from a topographic map and have
 KV0472.an estimated accuracy of +/- 6 seconds.
 KV0472
 KV0472.The orthometric height was determined by differential leveling
 KV0472.and adjusted by the National Geodetic Survey in June 1991..
 KV0472
 KV0472.The geoid height was determined by GEOID03.
 KV0472
 KV0472.The dynamic height is computed by dividing the NAVD 88
 KV0472.geopotential number by the normal gravity value computed on the
 KV0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0472.degrees latitude (g = 980.6199 gals.).
 KV0472
 KV0472.The modeled gravity was interpolated from observed gravity values.
 KV0472
 KV0472;                    North         East    Units  Estimated Accuracy
 KV0472;SPC NJ       -   222,450.      187,880.      MT  (+/- 180 meters Scaled)
 KV0472
 KV0472                          SUPERSEDED SURVEY CONTROL
 KV0472
 KV0472  NGVD 29 (??/??/??)    2.082  (m)            6.83   (f) ADJUSTED    2 0
 KV0472
 KV0472.Superseded values are not recommended for survey control.
 KV0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0472.See file dsdata.txt to determine how the superseded data were derived.
 KV0472
 KV0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL800209(NAD 83)
 KV0472_MARKER: DB = BENCH MARK DISK
 KV0472_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV0472_SP_SET: CULVERT HEADWALL
 KV0472_STAMPING: B 62 1962
 KV0472_MARK LOGO: CGS   
 KV0472_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0472+STABILITY: SURFACE MOTION
 KV0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0472+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1992
 KV0472
 KV0472  HISTORY     - Date     Condition        Report By
 KV0472  HISTORY     - 1962     MONUMENTED       CGS
 KV0472  HISTORY     - 19920218 GOOD             NJGS
 KV0472  HISTORY     - 19970315 GOOD             USPSQD
 KV0472  HISTORY     - 20000407 GOOD             PORANY
 KV0472  HISTORY     - 20001031 GOOD             LOCENG
 KV0472
 KV0472                          STATION DESCRIPTION
 KV0472
 KV0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KV0472'0.4 MI SW FROM MOONACHIE.
 KV0472'0.45 MILE SOUTHWEST ON BERGEN COUNTY ROAD 43 FROM THE MUNICIPAL
 KV0472'BUILDING AT MOONACHIE.  SET IN A DRILL HOLE AT THE SOUTHWEST END
 KV0472'OF THE SOUTHEAST CONCRETE HEADWALL OF THE DRAIN UNDER THE ROAD,
 KV0472'45 FEET NORTHEAST OF THE JUNCTION OF EDSTAN DRIVE AND ROAD 43,
 KV0472'25 FEET SOUTHEAST OF THE CENTER LINE OF ROAD 45 AND ABOUT LEVEL
 KV0472'WITH THE ROAD.
 KV0472
 KV0472                          STATION RECOVERY (1992)
 KV0472
 KV0472'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KV0472'RECOVERED AS DESCRIBED.
 KV0472
 KV0472                          STATION RECOVERY (1997)
 KV0472
 KV0472'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV0472'RECOVERED IN GOOD CONDITION.
 KV0472
 KV0472                          STATION RECOVERY (2000)
 KV0472
 KV0472'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2000 (SSZ)
 KV0472'RECOVERED IN GOOD CONDITION.
 KV0472
 KV0472                          STATION RECOVERY (2000)
 KV0472
 KV0472'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (AB)
 KV0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0539 ***********************************************************************
 JU0539  DESIGNATION -  B 63
 JU0539  PID         -  JU0539
 JU0539  STATE/COUNTY-  NJ/CAMDEN
 JU0539  USGS QUAD   -  CLEMENTON (1981)
 JU0539
 JU0539                         *CURRENT SURVEY CONTROL
 JU0539  ___________________________________________________________________
 JU0539* NAD 83(1986)-  39 48 49.     (N)    074 59 49.     (W)     SCALED    
 JU0539* NAVD 88     -        13.457  (meters)      44.15   (feet)  ADJUSTED  
 JU0539  ___________________________________________________________________
 JU0539  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU0539  DYNAMIC HT  -          13.451 (meters)      44.13  (feet)  COMP
 JU0539  MODELED GRAV-     980,164.6   (mgal)                       NAVD 88
 JU0539
 JU0539  VERT ORDER  -  FIRST     CLASS I
 JU0539
 JU0539.The horizontal coordinates were scaled from a topographic map and have
 JU0539.an estimated accuracy of +/- 6 seconds.
 JU0539
 JU0539.The orthometric height was determined by differential leveling
 JU0539.and adjusted by the National Geodetic Survey in June 1991..
 JU0539
 JU0539.Photographs are available for this station.
 JU0539
 JU0539.The geoid height was determined by GEOID03.
 JU0539
 JU0539.The dynamic height is computed by dividing the NAVD 88
 JU0539.geopotential number by the normal gravity value computed on the
 JU0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0539.degrees latitude (g = 980.6199 gals.).
 JU0539
 JU0539.The modeled gravity was interpolated from observed gravity values.
 JU0539
 JU0539;                    North         East    Units  Estimated Accuracy
 JU0539;SPC NJ       -   108,940.      107,450.      MT  (+/- 180 meters Scaled)
 JU0539
 JU0539                          SUPERSEDED SURVEY CONTROL
 JU0539
 JU0539  NGVD 29 (??/??/??)   13.811  (m)           45.31   (f) ADJUSTED    1 1
 JU0539
 JU0539.Superseded values are not recommended for survey control.
 JU0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0539.See file dsdata.txt to determine how the superseded data were derived.
 JU0539
 JU0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK002070(NAD 83)
 JU0539_MARKER: DB = BENCH MARK DISK
 JU0539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0539_SP_SET: STONE BRIDGE WINGWALL
 JU0539_STAMPING: B 63 1963
 JU0539_MARK LOGO: CGS   
 JU0539_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0539+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 JU0539
 JU0539  HISTORY     - Date     Condition        Report By
 JU0539  HISTORY     - 1963     MONUMENTED       CGS
 JU0539  HISTORY     - 1964     GOOD             CGS
 JU0539  HISTORY     - 1983     GOOD             USPSQD
 JU0539  HISTORY     - 19950313 GOOD             NJGS
 JU0539  HISTORY     - 20020708 GOOD             INDIV
 JU0539  HISTORY     - 20060316 POOR             PMK
 JU0539
 JU0539                          STATION DESCRIPTION
 JU0539
 JU0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0539'0.6 MI NW FROM CLEMENTON.
 JU0539'0.55 MILE NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0539'LINES FROM THE STATION AT CLEMENTON, SET ON TOP OF THE SOUTH
 JU0539'WING WALL OF A RAILROAD BRIDGE OVER A SMALL STREAM, 87 FEET
 JU0539'NORTHWEST OF CENTER LINE OF WALLACE AVENUE AT ITS DEAD END, 25
 JU0539'FEET SOUTHWEST OF SOUTHWEST RAIL, AND ABOUT 11 FEET BELOW LEVEL
 JU0539'OF TRACK.
 JU0539
 JU0539                          STATION RECOVERY (1983)
 JU0539
 JU0539'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU0539'RECOVERED IN GOOD CONDITION.
 JU0539
 JU0539                          STATION RECOVERY (1995)
 JU0539
 JU0539'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0539'THE STATION IS LOCATED IN THE BOROUGH OF CLEMENTON ON THE SOUTH SIDE
 JU0539'OF THE NEW JERSEY TRANSIT RAILROAD RIGHT OF WAY ON TOP OF THE
 JU0539'SOUTHWEST STONE WINGWALL OF A STONE ARCH BRIDGE OVER THE NORTH BRANCH
 JU0539'OF THE BIG TIMBER CREEK.  TO REACH THE STATION FROM THE JUNCTION OF
 JU0539'GIBBSBORO ROAD, COUNTY ROAD 686, AND CLEMENTON BERLIN ROAD, COUNTY
 JU0539'ROAD 534, GO NORTHEAST ON GIBBSBORO ROAD FOR 0.1 MI (0.2 KM) TO THE
 JU0539'CROSSROADS INTERSECTION WITH GARFIELD ROAD, COUNTY ROAD 727.  TURN
 JU0539'LEFT AND GO NORTHWEST ON GARFIELD ROAD FOR 0.6 MI (1.0 KM) TO STONE
 JU0539'ARCH BRIDGE UNDER THE TRACKS AND THE STATION ON THE LEFT.  THE STONE
 JU0539'ARCH BRIDGE IS ABOUT 100 FT (30.5 M) SOUTHEAST FROM THE TEE JUNCTION
 JU0539'WITH LINDEN AVENUE.  THE STATION IS 23.5 FT (7.2 M) WEST FROM THE WEST
 JU0539'RAIL OF THE TRACK.  THE DISK HAS BEEN VANDALIZED AT SOME TIME IN THE
 JU0539'PAST, BUT IS STILL INTACT IN THE STONE WINGWALL.
 JU0539
 JU0539                          STATION RECOVERY (2002)
 JU0539
 JU0539'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 JU0539'AS PREVIOUSLY REPORTED IT HAS SOME DAMAGE, BUT IS INTACT AND VIABLE.
 JU0539'PORTABLE GPS READINGS
 JU0539'39.48.48.8
 JU0539'074.59.49.5
 JU0539
 JU0539                          STATION RECOVERY (2006)
 JU0539
 JU0539'RECOVERY NOTE BY PMK GROUP 2006 (RMF)
 JU0539'DISK HAS BEEN REMOVED FROM STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0519 ***********************************************************************
 JU0519  DESIGNATION -  B 64
 JU0519  PID         -  JU0519
 JU0519  STATE/COUNTY-  NJ/ATLANTIC
 JU0519  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0519
 JU0519                         *CURRENT SURVEY CONTROL
 JU0519  ___________________________________________________________________
 JU0519* NAD 83(1986)-  39 29 49.     (N)    074 36 22.     (W)     SCALED    
 JU0519* NAVD 88     -        18.425  (meters)      60.45   (feet)  ADJUSTED  
 JU0519  ___________________________________________________________________
 JU0519  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JU0519  DYNAMIC HT  -          18.416 (meters)      60.42  (feet)  COMP
 JU0519  MODELED GRAV-     980,128.2   (mgal)                       NAVD 88
 JU0519
 JU0519  VERT ORDER  -  FIRST     CLASS I
 JU0519
 JU0519.The horizontal coordinates were scaled from a topographic map and have
 JU0519.an estimated accuracy of +/- 6 seconds.
 JU0519
 JU0519.The orthometric height was determined by differential leveling
 JU0519.and adjusted by the National Geodetic Survey in June 1991..
 JU0519
 JU0519.The geoid height was determined by GEOID03.
 JU0519
 JU0519.The dynamic height is computed by dividing the NAVD 88
 JU0519.geopotential number by the normal gravity value computed on the
 JU0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0519.degrees latitude (g = 980.6199 gals.).
 JU0519
 JU0519.The modeled gravity was interpolated from observed gravity values.
 JU0519
 JU0519;                    North         East    Units  Estimated Accuracy
 JU0519;SPC NJ       -    73,670.      140,870.      MT  (+/- 180 meters Scaled)
 JU0519
 JU0519                          SUPERSEDED SURVEY CONTROL
 JU0519
 JU0519  NGVD 29 (??/??/??)   18.803  (m)           61.69   (f) ADJUSTED    1 1
 JU0519
 JU0519.Superseded values are not recommended for survey control.
 JU0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0519.See file dsdata.txt to determine how the superseded data were derived.
 JU0519
 JU0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ338719(NAD 83)
 JU0519_MARKER: DB = BENCH MARK DISK
 JU0519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0519_SP_SET: OVERPASS
 JU0519_STAMPING: B 64 1963
 JU0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0519
 JU0519  HISTORY     - Date     Condition        Report By
 JU0519  HISTORY     - 1963     MONUMENTED       CGS
 JU0519  HISTORY     - 1964     GOOD             CGS
 JU0519
 JU0519                          STATION DESCRIPTION
 JU0519
 JU0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0519'3 MI SE FROM EGG HARBOR CITY.
 JU0519'3.05 MILES SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0519'LINES FROM THE STATION AT EGG HARBOR CITY, AT THE OVERPASS OF
 JU0519'TILTON ROAD OVER TRACK, SET VERTICALLY IN THE SOUTHWEST FACE AT
 JU0519'THE NORTHWEST END OF THE NORTHEAST PIER (SUPPORT) OF THE OVERPASS,
 JU0519'3 FEET SOUTHEAST OF NORTHWEST END OF THE PIER, 7 FEET NORTHEAST
 JU0519'OF NORTHEAST RAIL, 2 1/2 FEET ABOVE LEVEL OF GROUND, AND ABOUT 2
 JU0519'FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0571 ***********************************************************************
 JU0571  DESIGNATION -  B 65
 JU0571  PID         -  JU0571
 JU0571  STATE/COUNTY-  NJ/ATLANTIC
 JU0571  USGS QUAD   -  EGG HARBOR CITY (1977)
 JU0571
 JU0571                         *CURRENT SURVEY CONTROL
 JU0571  ___________________________________________________________________
 JU0571* NAD 83(1986)-  39 34 51.     (N)    074 43 35.     (W)     SCALED    
 JU0571* NAVD 88     -        26.627  (meters)      87.36   (feet)  ADJUSTED  
 JU0571  ___________________________________________________________________
 JU0571  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JU0571  DYNAMIC HT  -          26.614 (meters)      87.32  (feet)  COMP
 JU0571  MODELED GRAV-     980,132.1   (mgal)                       NAVD 88
 JU0571
 JU0571  VERT ORDER  -  FIRST     CLASS I
 JU0571
 JU0571.The horizontal coordinates were scaled from a topographic map and have
 JU0571.an estimated accuracy of +/- 6 seconds.
 JU0571
 JU0571.The orthometric height was determined by differential leveling
 JU0571.and adjusted by the National Geodetic Survey in June 1991..
 JU0571
 JU0571.The geoid height was determined by GEOID03.
 JU0571
 JU0571.The dynamic height is computed by dividing the NAVD 88
 JU0571.geopotential number by the normal gravity value computed on the
 JU0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0571.degrees latitude (g = 980.6199 gals.).
 JU0571
 JU0571.The modeled gravity was interpolated from observed gravity values.
 JU0571
 JU0571;                    North         East    Units  Estimated Accuracy
 JU0571;SPC NJ       -    83,000.      130,550.      MT  (+/- 180 meters Scaled)
 JU0571
 JU0571                          SUPERSEDED SURVEY CONTROL
 JU0571
 JU0571  NGVD 29 (??/??/??)   26.996  (m)           88.57   (f) ADJUSTED    1 1
 JU0571
 JU0571.Superseded values are not recommended for survey control.
 JU0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0571.See file dsdata.txt to determine how the superseded data were derived.
 JU0571
 JU0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ234812(NAD 83)
 JU0571_MARKER: DB = BENCH MARK DISK
 JU0571_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JU0571+WITH SETTING: INTO GROUND
 JU0571_SP_SET: 44.3 FEET
 JU0571_STAMPING: B 65 1963
 JU0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0571+STABILITY: SURFACE MOTION
 JU0571
 JU0571  HISTORY     - Date     Condition        Report By
 JU0571  HISTORY     - 1963     MONUMENTED       CGS
 JU0571  HISTORY     - 1964     GOOD             CGS
 JU0571
 JU0571                          STATION DESCRIPTION
 JU0571
 JU0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0571'0.6 MI NW FROM ELWOOD.
 JU0571'0.55 MILE NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0571'LINES FROM THE WAITING STATION AT ELWOOD, ABOUT 105 YARDS
 JU0571'NORTHWEST OF MILEPOST 36, 86 FEET NORTH OF POWER POLE 7035,
 JU0571'22.4 FEET SOUTHWEST OF SOUTHWEST RAIL, 2 FEET SOUTHWEST OF A
 JU0571'TELEPHONE POLE, 1.5 FEET SOUTHEAST OF A STEEL WITNESS POST, 4
 JU0571'FEET ABOVE LEVEL OF TRACK, AND IS A DISK ON TOP OF A COPPER
 JU0571'COATED STEEL ROD PROJECTING 2 INCHES ABOVE GROUND AND PROTECTED
 JU0571'BY A 6-INCH TILE WHICH PROJECTS 4 INCHES.  THE ROD WAS DRIVEN
 JU0571'TO REFUSAL AT A DEPTH OF 44.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0350 ***********************************************************************
 JU0350  DESIGNATION -  B 66
 JU0350  PID         -  JU0350
 JU0350  STATE/COUNTY-  NJ/ATLANTIC
 JU0350  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0350
 JU0350                         *CURRENT SURVEY CONTROL
 JU0350  ___________________________________________________________________
 JU0350* NAD 83(1986)-  39 23 34.     (N)    074 31 48.     (W)     SCALED    
 JU0350* NAVD 88     -         8.929  (meters)      29.29   (feet)  ADJUSTED  
 JU0350  ___________________________________________________________________
 JU0350  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 JU0350  DYNAMIC HT  -           8.925 (meters)      29.28  (feet)  COMP
 JU0350  MODELED GRAV-     980,114.9   (mgal)                       NAVD 88
 JU0350
 JU0350  VERT ORDER  -  FIRST     CLASS I
 JU0350
 JU0350.The horizontal coordinates were scaled from a topographic map and have
 JU0350.an estimated accuracy of +/- 6 seconds.
 JU0350
 JU0350.The orthometric height was determined by differential leveling
 JU0350.and adjusted by the National Geodetic Survey in June 1991..
 JU0350
 JU0350.The geoid height was determined by GEOID03.
 JU0350
 JU0350.The dynamic height is computed by dividing the NAVD 88
 JU0350.geopotential number by the normal gravity value computed on the
 JU0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0350.degrees latitude (g = 980.6199 gals.).
 JU0350
 JU0350.The modeled gravity was interpolated from observed gravity values.
 JU0350
 JU0350;                    North         East    Units  Estimated Accuracy
 JU0350;SPC NJ       -    62,100.      147,420.      MT  (+/- 180 meters Scaled)
 JU0350
 JU0350                          SUPERSEDED SURVEY CONTROL
 JU0350
 JU0350  NGVD 29 (04/16/92)    9.324  (m)           30.59   (f) ADJUSTED    1 1
 JU0350
 JU0350.Superseded values are not recommended for survey control.
 JU0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0350.See file dsdata.txt to determine how the superseded data were derived.
 JU0350
 JU0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ404604(NAD 83)
 JU0350_MARKER: DB = BENCH MARK DISK
 JU0350_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JU0350+WITH SETTING: INTO GROUND
 JU0350_SP_SET: 112 FEET
 JU0350_STAMPING: B 66 1964
 JU0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0350+STABILITY: SURFACE MOTION
 JU0350
 JU0350  HISTORY     - Date     Condition        Report By
 JU0350  HISTORY     - 1964     MONUMENTED       CGS
 JU0350  HISTORY     - 1979     GOOD             NGS
 JU0350
 JU0350                          STATION DESCRIPTION
 JU0350
 JU0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0350'AT PLEASANTVILLE.
 JU0350'AT PLEASANTVILLE, 0.1 MILE NORTHEAST ALONG U.S. HIGHWAY 9 FROM THE
 JU0350'INTERSECTION OF U.S. HIGHWAYS 322 AND 40, AT THE CROSSING
 JU0350'PENNSYVANIA-READING SEASHORE LINES RAILROAD, NEAR THE SOUTH
 JU0350'CORNER OF THE ATLANTIC CITY CEMETERY, 73 FEET NORTH OF THE
 JU0350'CENTER OF THE CROSSING, 64.5 FEET NORTHWEST OF THE CENTER LINE
 JU0350'OF THE HIGHWAY, 39.0 FEET NORTHWEST OF THE SOUTH CORNER OF A
 JU0350'STEEL FENCE AROUND THE CEMETERY, 30.3 FEET NORTHEAST OF THE
 JU0350'NORTHEAST RAIL OF THE MAIN TRACK, 1.0 FOOT SOUTHWEST OF THE
 JU0350'FENCE LINE, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 JU0350'LEVEL WITH THE HIGHWAY AND IS A DISK ON TOP OF A COPPER COATED
 JU0350'STEEL ROD PROJECTING 0.1 FOOT AND PROTECTED BY A 4-INCH TILE
 JU0350'PROJECTING 0.1 FOOT.  THE ROD WAS DRIVEN TO A DEPTH OF 112 FEET.
 JU0350
 JU0350                          STATION RECOVERY (1979)
 JU0350
 JU0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0200 ***********************************************************************
 JU0200  DESIGNATION -  B 67
 JU0200  PID         -  JU0200
 JU0200  STATE/COUNTY-  NJ/OCEAN
 JU0200  USGS QUAD   -  BEACH HAVEN (1977)
 JU0200
 JU0200                         *CURRENT SURVEY CONTROL
 JU0200  ___________________________________________________________________
 JU0200* NAD 83(1986)-  39 34 30.     (N)    074 13 56.     (W)     SCALED    
 JU0200* NAVD 88     -         1.357  (meters)       4.45   (feet)  ADJUSTED  
 JU0200  ___________________________________________________________________
 JU0200  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JU0200  DYNAMIC HT  -           1.356 (meters)       4.45  (feet)  COMP
 JU0200  MODELED GRAV-     980,138.5   (mgal)                       NAVD 88
 JU0200
 JU0200  VERT ORDER  -  FIRST     CLASS I
 JU0200
 JU0200.The horizontal coordinates were scaled from a topographic map and have
 JU0200.an estimated accuracy of +/- 6 seconds.
 JU0200
 JU0200.The orthometric height was determined by differential leveling
 JU0200.and adjusted by the National Geodetic Survey in June 1991..
 JU0200
 JU0200.The geoid height was determined by GEOID03.
 JU0200
 JU0200.The dynamic height is computed by dividing the NAVD 88
 JU0200.geopotential number by the normal gravity value computed on the
 JU0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0200.degrees latitude (g = 980.6199 gals.).
 JU0200
 JU0200.The modeled gravity was interpolated from observed gravity values.
 JU0200
 JU0200;                    North         East    Units  Estimated Accuracy
 JU0200;SPC NJ       -    82,370.      173,010.      MT  (+/- 180 meters Scaled)
 JU0200
 JU0200                          SUPERSEDED SURVEY CONTROL
 JU0200
 JU0200  NGVD 29 (??/??/??)    1.739  (m)            5.71   (f) ADJUSTED    1 1
 JU0200
 JU0200.Superseded values are not recommended for survey control.
 JU0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0200.See file dsdata.txt to determine how the superseded data were derived.
 JU0200
 JU0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ659808(NAD 83)
 JU0200_MARKER: DB = BENCH MARK DISK
 JU0200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0200_SP_SET: FOUNDATION
 JU0200_STAMPING: B 67 1964
 JU0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0200
 JU0200  HISTORY     - Date     Condition        Report By
 JU0200  HISTORY     - 1964     MONUMENTED       CGS
 JU0200  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0200  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JU0200
 JU0200                          STATION DESCRIPTION
 JU0200
 JU0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0200'AT BEACH HAVEN.
 JU0200'ON LONG BEACH ISLAND, AT BEACH HAVEN, ABOUT 0.65 MILE NORTHEAST
 JU0200'ALONG BAY AVENUE FROM THE BEACH HAVEN POST OFFICE, NEAR THE
 JU0200'INTERSECTION OF 18TH STREET, SET VERTICALLY IN THE SOUTHEAST FACE
 JU0200'OF THE CONCRETE FOUNDATION AT THE EAST CORNER OF LONG BEACH
 JU0200'TOWNSHIP LIFT STATION NO. 6, 1.0 FOOT SOUTHWEST OF THE EAST
 JU0200'CORNER OF THE BUILDING, 57.5 FEET NORTHWEST OF THE CENTER LINE
 JU0200'OF BAY AVENUE, 49.0 FEET NORTHEAST OF THE CENTER LINE OF 18TH
 JU0200'STREET, ABOUT 1 FOOT ABOVE THE LEVEL OF BAY AVENUE AND ABOUT
 JU0200'1.0 FOOT ABOVE THE LEVEL OF THE GROUND AROUND.
 JU0200
 JU0200                          STATION RECOVERY (1985)
 JU0200
 JU0200'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0200'MARK NOT FOUND.
 JU0200
 JU0200                          STATION RECOVERY (1988)
 JU0200
 JU0200'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0061 ***********************************************************************
 JU0061  DESIGNATION -  B 68
 JU0061  PID         -  JU0061
 JU0061  STATE/COUNTY-  NJ/OCEAN
 JU0061  USGS QUAD   -  FORKED RIVER (1989)
 JU0061
 JU0061                         *CURRENT SURVEY CONTROL
 JU0061  ___________________________________________________________________
 JU0061* NAD 83(1986)-  39 47 57.     (N)    074 11 51.     (W)     SCALED    
 JU0061* NAVD 88     -         4.213  (meters)      13.82   (feet)  ADJUSTED  
 JU0061  ___________________________________________________________________
 JU0061  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JU0061  DYNAMIC HT  -           4.211 (meters)      13.82  (feet)  COMP
 JU0061  MODELED GRAV-     980,169.7   (mgal)                       NAVD 88
 JU0061
 JU0061  VERT ORDER  -  FIRST     CLASS II
 JU0061
 JU0061.The horizontal coordinates were scaled from a topographic map and have
 JU0061.an estimated accuracy of +/- 6 seconds.
 JU0061
 JU0061.The orthometric height was determined by differential leveling
 JU0061.and adjusted by the National Geodetic Survey in March 2001..
 JU0061.No vertical observational check was made to the station.
 JU0061.WARNING-Repeat measurements at this control monument indicate possible
 JU0061.vertical movement.
 JU0061
 JU0061.The geoid height was determined by GEOID03.
 JU0061
 JU0061.The dynamic height is computed by dividing the NAVD 88
 JU0061.geopotential number by the normal gravity value computed on the
 JU0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0061.degrees latitude (g = 980.6199 gals.).
 JU0061
 JU0061.The modeled gravity was interpolated from observed gravity values.
 JU0061
 JU0061;                    North         East    Units  Estimated Accuracy
 JU0061;SPC NJ       -   107,260.      175,910.      MT  (+/- 180 meters Scaled)
 JU0061
 JU0061                          SUPERSEDED SURVEY CONTROL
 JU0061
 JU0061  NAVD 88 (06/15/91)    4.224  (m)           13.86   (f) UNKNOWN     1 1
 JU0061  NGVD 29 (04/16/92)    4.599  (m)           15.09   (f) ADJUSTED    1 1
 JU0061
 JU0061.Superseded values are not recommended for survey control.
 JU0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0061.See file dsdata.txt to determine how the superseded data were derived.
 JU0061
 JU0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK687057(NAD 83)
 JU0061_MARKER: DB = BENCH MARK DISK
 JU0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0061_STAMPING: B 68 1964
 JU0061_MARK LOGO: CGS   
 JU0061_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0061+STABILITY: SURFACE MOTION
 JU0061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0061+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1998
 JU0061
 JU0061  HISTORY     - Date     Condition        Report By
 JU0061  HISTORY     - 1964     MONUMENTED       CGS
 JU0061  HISTORY     - 1979     GOOD             NGS
 JU0061  HISTORY     - 1987     GOOD             USPSQD
 JU0061  HISTORY     - 1992     GOOD             LOCSUR
 JU0061  HISTORY     - 19980402 GOOD             NJGS
 JU0061
 JU0061                          STATION DESCRIPTION
 JU0061
 JU0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0061'0.6 MI N FROM WARETOWN.
 JU0061'ABOUT 0.6 MILE NORTH ALONG U.S. HIGHWAY 9 FROM THE JUNCTION
 JU0061'OF OCEAN COUNTY ROAD 532 AT WARETOWN, BETWEEN THE HIGHWAY AND
 JU0061'CENTRAL RAILROAD OF NEW JERSEY, 187 FEET SOUTH-SOUTHEAST OF THE
 JU0061'CENTER OF THE CROSSING OF A ROAD LEADING TO A BOAT SHED, 32 FEET
 JU0061'WEST OF THE CENTER LINE OF HIGHWAY, 47 FEET NORTH-NORTHWEST
 JU0061'OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF A PIPE CULVERT
 JU0061'UNDER HIGHWAY, 30.5 FEET EAST OF THE EAST RAIL OF THE RAILROAD,
 JU0061'4.0 FEET SOUTH OF CABLE LINE POLE 14D31, ABOUT LEVEL WITH THE
 JU0061'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 JU0061'FOOT.
 JU0061
 JU0061                          STATION RECOVERY (1979)
 JU0061
 JU0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0061'NOTE-- POWER POLE HAS NUMBER JC 37-ON ALSO ON IT.
 JU0061'THE MARK IS 1 FT  N FROM A WITNESS POST.
 JU0061
 JU0061                          STATION RECOVERY (1987)
 JU0061
 JU0061'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0061'RECOVERED IN GOOD CONDITION.
 JU0061
 JU0061                          STATION RECOVERY (1992)
 JU0061
 JU0061'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1992 (JEB)
 JU0061'RECOVERED IN GOOD CONDITION.
 JU0061
 JU0061                          STATION RECOVERY (1998)
 JU0061
 JU0061'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 JU0061'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0016 ***********************************************************************
 JU0016  DESIGNATION -  B 69
 JU0016  PID         -  JU0016
 JU0016  STATE/COUNTY-  NJ/OCEAN
 JU0016  USGS QUAD   -  SEASIDE PARK (1989)
 JU0016
 JU0016                         *CURRENT SURVEY CONTROL
 JU0016  ___________________________________________________________________
 JU0016* NAD 83(1986)-  39 55 51.     (N)    074 04 36.     (W)     SCALED    
 JU0016* NAVD 88     -         1.760  (meters)       5.77   (feet)  ADJUSTED  
 JU0016  ___________________________________________________________________
 JU0016  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU0016  DYNAMIC HT  -           1.759 (meters)       5.77  (feet)  COMP
 JU0016  MODELED GRAV-     980,163.9   (mgal)                       NAVD 88
 JU0016
 JU0016  VERT ORDER  -  FIRST     CLASS I
 JU0016
 JU0016.The horizontal coordinates were scaled from a topographic map and have
 JU0016.an estimated accuracy of +/- 6 seconds.
 JU0016
 JU0016.The orthometric height was determined by differential leveling
 JU0016.and adjusted by the National Geodetic Survey in June 1991..
 JU0016
 JU0016.The geoid height was determined by GEOID03.
 JU0016
 JU0016.The dynamic height is computed by dividing the NAVD 88
 JU0016.geopotential number by the normal gravity value computed on the
 JU0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0016.degrees latitude (g = 980.6199 gals.).
 JU0016
 JU0016.The modeled gravity was interpolated from observed gravity values.
 JU0016
 JU0016;                    North         East    Units  Estimated Accuracy
 JU0016;SPC NJ       -   121,920.      186,180.      MT  (+/- 180 meters Scaled)
 JU0016
 JU0016                          SUPERSEDED SURVEY CONTROL
 JU0016
 JU0016  NGVD 29 (04/16/92)    2.111  (m)            6.93   (f) ADJUSTED    1 1
 JU0016
 JU0016.Superseded values are not recommended for survey control.
 JU0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0016.See file dsdata.txt to determine how the superseded data were derived.
 JU0016
 JU0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK788204(NAD 83)
 JU0016_MARKER: DB = BENCH MARK DISK
 JU0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0016_SP_SET: FOUNDATION
 JU0016_STAMPING: B 69 1964
 JU0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0016
 JU0016  HISTORY     - Date     Condition        Report By
 JU0016  HISTORY     - 1964     MONUMENTED       CGS
 JU0016  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU0016  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0016  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0016  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 JU0016  HISTORY     - 19940627 MARK NOT FOUND   USPSQD
 JU0016
 JU0016                          STATION DESCRIPTION
 JU0016
 JU0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0016'0.8 MI N FROM SEASIDE PARK.
 JU0016'ABOUT 0.85 MILE NORTH ALONG CENTRAL AVENUE FROM THE MUNICIPAL
 JU0016'BUILDING AT SEASIDE PARK, NEAR THE INTERSECTION OF K STREET,
 JU0016'SET IN THE TOP NEAR THE NORTHEAST CORNER OF THE CONCRETE
 JU0016'FOUNDATION OF A PUMP HOUSE, 57.0 FEET NORTH OF THE CENTER LINE
 JU0016'OF K STREET, 16.9 FEET WEST OF THE WEST CURB OF CENTRAL AVENUE,
 JU0016'3.9 FEET NORTH OF THE NORTHEAST CORNER OF BUILDING, AND ABOUT
 JU0016'1 FOOT ABOVE THE LEVEL OF THE AVENUE.
 JU0016
 JU0016                          STATION RECOVERY (1984)
 JU0016
 JU0016'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0016'MARK NOT FOUND.
 JU0016
 JU0016                          STATION RECOVERY (1987)
 JU0016
 JU0016'RECOVERY NOTE BY US POWER SQUADRON 1987 (JMF)
 JU0016'MARK NOT FOUND.
 JU0016
 JU0016                          STATION RECOVERY (1987)
 JU0016
 JU0016'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0016'MARK NOT FOUND.
 JU0016
 JU0016                          STATION RECOVERY (1990)
 JU0016
 JU0016'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 JU0016'MARK NOT FOUND.
 JU0016
 JU0016                          STATION RECOVERY (1994)
 JU0016
 JU0016'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0080 ***********************************************************************
 JU0080  DESIGNATION -  B 7
 JU0080  PID         -  JU0080
 JU0080  STATE/COUNTY-  NJ/OCEAN
 JU0080  USGS QUAD   -  WEST CREEK (1972)
 JU0080
 JU0080                         *CURRENT SURVEY CONTROL
 JU0080  ___________________________________________________________________
 JU0080* NAD 83(1996)-  39 41 44.30738(N)    074 15 33.89084(W)     ADJUSTED  
 JU0080* NAVD 88     -         7.248  (meters)      23.78   (feet)  ADJUSTED  
 JU0080  ___________________________________________________________________
 JU0080  X           -   1,333,173.710 (meters)                     COMP
 JU0080  Y           -  -4,730,052.142 (meters)                     COMP
 JU0080  Z           -   4,052,024.072 (meters)                     COMP
 JU0080  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 JU0080  ELLIP HEIGHT-         -25.99  (meters)          (10/23/02) GPS OBS
 JU0080  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JU0080  DYNAMIC HT  -           7.244 (meters)      23.77  (feet)  COMP
 JU0080  MODELED GRAV-     980,163.0   (mgal)                       NAVD 88
 JU0080
 JU0080  HORZ ORDER  -  FIRST
 JU0080  VERT ORDER  -  FIRST     CLASS I
 JU0080  ELLP ORDER  -  FOURTH    CLASS I
 JU0080
 JU0080.The horizontal coordinates were established by GPS observations
 JU0080.and adjusted by the National Geodetic Survey in May 1999..
 JU0080
 JU0080.The orthometric height was determined by differential leveling
 JU0080.and adjusted by the National Geodetic Survey in June 1991..
 JU0080
 JU0080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0080
 JU0080.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0080
 JU0080.The ellipsoidal height was determined by GPS observations
 JU0080.and is referenced to NAD 83.
 JU0080
 JU0080.The geoid height was determined by GEOID03.
 JU0080
 JU0080.The dynamic height is computed by dividing the NAVD 88
 JU0080.geopotential number by the normal gravity value computed on the
 JU0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0080.degrees latitude (g = 980.6199 gals.).
 JU0080
 JU0080.The modeled gravity was interpolated from observed gravity values.
 JU0080
 JU0080;                    North         East     Units Scale Factor Converg.
 JU0080;SPC NJ       -    95,751.949   170,633.426   MT  0.99990524   +0 09 13.2
 JU0080;SPC NJ       -   314,146.19    559,819.83   sFT  0.99990524   +0 09 13.2
 JU0080;UTM  18      - 4,394,239.341   563,496.287   MT  0.99964964   +0 28 22.9
 JU0080
 JU0080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0080!SPC NJ       -   1.00000408  x   0.99990524  =   0.99990932
 JU0080!UTM  18      -   1.00000408  x   0.99964964  =   0.99965372
 JU0080
 JU0080                          SUPERSEDED SURVEY CONTROL
 JU0080
 JU0080  ELLIP H (05/14/99)  -26.00   (m)                       GP(       ) 4 1
 JU0080  NAD 83(1986)-  39 41 44.30064(N)    074 15 33.88743(W) AD(       ) 1
 JU0080  NAVD 88 (01/17/03)    7.25   (m)           23.8    (f) LEVELING    3  
 JU0080  NAVD 88 (05/14/97)    7.35   (m)           24.1    (f) LEVELING    3  
 JU0080  NGVD 29 (04/16/92)    7.630  (m)           25.03   (f) ADJUSTED    1 1
 JU0080
 JU0080.Superseded values are not recommended for survey control.
 JU0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0080.See file dsdata.txt to determine how the superseded data were derived.
 JU0080
 JU0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6349694239(NAD 83)
 JU0080_MARKER: DB = BENCH MARK DISK
 JU0080_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU0080_SP_SET: BRIDGE ABUTMENT
 JU0080_STAMPING: B 7 1930
 JU0080_MARK LOGO: CGS   
 JU0080_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0080+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002
 JU0080
 JU0080  HISTORY     - Date     Condition        Report By
 JU0080  HISTORY     - 1930     MONUMENTED       CGS
 JU0080  HISTORY     - 1964     GOOD             CGS
 JU0080  HISTORY     - 1979     GOOD             NGS
 JU0080  HISTORY     - 1987     GOOD             USPSQD
 JU0080  HISTORY     - 1987     GOOD             USPSQD
 JU0080  HISTORY     - 19941010 GOOD             USPSQD
 JU0080  HISTORY     - 19960523 GOOD             NJGS
 JU0080  HISTORY     - 20020924 GOOD             USFWS
 JU0080  HISTORY     - 20051107 GOOD             INDIV
 JU0080
 JU0080                          STATION DESCRIPTION
 JU0080
 JU0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0080'AT MANAHAWKIN.
 JU0080'AT MANAHAWKIN, ABOUT 150 FEET NORTHWEST ALONG STATE HIGHWAY
 JU0080'72 FROM THE INTERSECTION OF U.S. HIGHWAY 9, SET IN THE TOP AT
 JU0080'THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A
 JU0080'CONCRETE HIGHWAY BRIDGE OVER MILL CREEK, 33 FEET NORTHEAST OF
 JU0080'THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 JU0080
 JU0080                          STATION RECOVERY (1979)
 JU0080
 JU0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0080'NOTE--HIGHWAY 72 IS NOW HIGHWAY 180.
 JU0080
 JU0080                          STATION RECOVERY (1987)
 JU0080
 JU0080'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0080'RECOVERED IN GOOD CONDITION.
 JU0080
 JU0080                          STATION RECOVERY (1987)
 JU0080
 JU0080'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0080'RECOVERED IN GOOD CONDITION.
 JU0080
 JU0080                          STATION RECOVERY (1994)
 JU0080
 JU0080'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0080'RECOVERED IN GOOD CONDITION.
 JU0080
 JU0080                          STATION RECOVERY (1996)
 JU0080
 JU0080'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (RJK)
 JU0080'THE STATION IS LOCATED IN STAFFORD TOWNSHIP, IN THE TOWN OF
 JU0080'MANAHAWKIN, SET IN THE NORTHEAST END OF THE SOUTHEAST ABUTMENT FOR THE
 JU0080'BAY AVENUE (THE FORMER STATE ROUTE 72) BRIDGE SPANNING MILL CREEK.
 JU0080'THE BRIDGE IS ON THE NORTHEAST CORNER OF THE JUNCTION OF U.S.  HIGHWAY
 JU0080'9 AND BAY AVNEUE AND ABOUT 200 FT (61.0 M) SOUTHWEST AND DOWNSTREAM OF
 JU0080'THE SPILLWAY FOR THE MANAHAWKIN LAKE.  THE STATION IS 0.5 FT (15.2 CM)
 JU0080'WEST OF THE EAST EDGE OF THE ABUTMENT, 0.5 FT (15.2 CM) NORTH OF THE
 JU0080'NORTH FACE OF THE BRIDGE BALUSTRADE AND NORTHEAT OF THE CENTERLINE OF
 JU0080'BAY AVENUE.
 JU0080
 JU0080                          STATION RECOVERY (2002)
 JU0080
 JU0080'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2002 (TJG)
 JU0080'RECOVERY NOTE BY U.S. FISH AND WILDLIFE SERVICE 2002 (TJG).
 JU0080'RECOVERED AS DESCRIBED.
 JU0080' 
 JU0080' 
 JU0080' 
 JU0080'
 JU0080
 JU0080                          STATION RECOVERY (2005)
 JU0080
 JU0080'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAF)
 JU0080'RECOVERED AS DESCRIBED  ADDITIONAL ABUTMENT WALL ADDED MAKES DIFFICULT
 JU0080'TO OCCUPY WITH ANY TRIPOD STABILITY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0793 ***********************************************************************
 KU0793  DESIGNATION -  B 70
 KU0793  PID         -  KU0793
 KU0793  STATE/COUNTY-  NJ/MONMOUTH
 KU0793  USGS QUAD   -  LONG BRANCH (1981)
 KU0793
 KU0793                         *CURRENT SURVEY CONTROL
 KU0793  ___________________________________________________________________
 KU0793* NAD 83(1986)-  40 19 31.     (N)    073 58 34.     (W)     SCALED    
 KU0793* NAVD 88     -         4.177  (meters)      13.70   (feet)  ADJUSTED  
 KU0793  ___________________________________________________________________
 KU0793  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KU0793  DYNAMIC HT  -           4.175 (meters)      13.70  (feet)  COMP
 KU0793  MODELED GRAV-     980,176.6   (mgal)                       NAVD 88
 KU0793
 KU0793  VERT ORDER  -  FIRST     CLASS I
 KU0793
 KU0793.The horizontal coordinates were scaled from a topographic map and have
 KU0793.an estimated accuracy of +/- 6 seconds.
 KU0793
 KU0793.The orthometric height was determined by differential leveling
 KU0793.and adjusted by the National Geodetic Survey in June 1991..
 KU0793.WARNING-Repeat measurements at this control monument indicate possible
 KU0793.vertical movement.
 KU0793
 KU0793.The geoid height was determined by GEOID03.
 KU0793
 KU0793.The dynamic height is computed by dividing the NAVD 88
 KU0793.geopotential number by the normal gravity value computed on the
 KU0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0793.degrees latitude (g = 980.6199 gals.).
 KU0793
 KU0793.The modeled gravity was interpolated from observed gravity values.
 KU0793
 KU0793;                    North         East    Units  Estimated Accuracy
 KU0793;SPC NJ       -   165,760.      194,520.      MT  (+/- 180 meters Scaled)
 KU0793
 KU0793                          SUPERSEDED SURVEY CONTROL
 KU0793
 KU0793  NGVD 29 (04/16/92)    4.499  (m)           14.76   (f) ADJUSTED    1 1
 KU0793
 KU0793.Superseded values are not recommended for survey control.
 KU0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0793.See file dsdata.txt to determine how the superseded data were derived.
 KU0793
 KU0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK869643(NAD 83)
 KU0793_MARKER: DB = BENCH MARK DISK
 KU0793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0793_SP_SET: CONCRETE BLOCK
 KU0793_STAMPING: B 70 1964
 KU0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0793
 KU0793  HISTORY     - Date     Condition        Report By
 KU0793  HISTORY     - 1964     MONUMENTED       CGS
 KU0793  HISTORY     - 1979     GOOD             NGS
 KU0793  HISTORY     - 19920710 GOOD             USPSQD
 KU0793
 KU0793                          STATION DESCRIPTION
 KU0793
 KU0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KU0793'0.4 MI N FROM NORTH LONG BRANCH.
 KU0793'0.35 MILE NORTH ALONG OCEAN AVENUE FROM THE OLD ABANDONED RAILROAD
 KU0793'STATION AT NORTH LONG BRANCH, IS SET AT THE SOUTHWEST CORNER OF
 KU0793'A SWIMMING POOL, 96.0 FEET EAST OF THE CENTER LINE OF THE NORTH
 KU0793'BOUND LANE OF OCEAN AVENUE, 85.0 FEET WEST OF A SEA WALL, 50.0
 KU0793'FEET NORTH OF A STEEL WIRE FENCE, 1.0 FOOT SOUTHWEST OF THE
 KU0793'SOUTHWEST CORNER OF SWIMMING POOL, ABOUT 4 FEET ABOVE OCEAN
 KU0793'AVENUE AND SET IN THE TOP OF A 2 FOOT CONCRETE BLOCK PROJECTING
 KU0793'ABOUT 4 FEET ABOVE THE GROUND.  NOTE-- THIS MARK CAN ALSO BE
 KU0793'REACHED BY GOING 2.85 MILES SOUTH ALONG OCEAN AVENUE FROM THE
 KU0793'POST OFFICE AT SEA BRIGHT.
 KU0793
 KU0793                          STATION RECOVERY (1979)
 KU0793
 KU0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KU0793'RECOVERED IN GOOD CONDITION.
 KU0793
 KU0793                          STATION RECOVERY (1992)
 KU0793
 KU0793'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0538 ***********************************************************************
 KV0538  DESIGNATION -  B 71
 KV0538  PID         -  KV0538
 KV0538  STATE/COUNTY-  NJ/MIDDLESEX
 KV0538  USGS QUAD   -  PERTH AMBOY (1981)
 KV0538
 KV0538                         *CURRENT SURVEY CONTROL
 KV0538  ___________________________________________________________________
 KV0538* NAD 83(1986)-  40 31 49.     (N)    074 20 02.     (W)     SCALED    
 KV0538* NAVD 88     -        27.968  (meters)      91.76   (feet)  ADJUSTED  
 KV0538  ___________________________________________________________________
 KV0538  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KV0538  DYNAMIC HT  -          27.957 (meters)      91.72  (feet)  COMP
 KV0538  MODELED GRAV-     980,207.0   (mgal)                       NAVD 88
 KV0538
 KV0538  VERT ORDER  -  FIRST     CLASS I
 KV0538
 KV0538.The horizontal coordinates were scaled from a topographic map and have
 KV0538.an estimated accuracy of +/- 6 seconds.
 KV0538
 KV0538.The orthometric height was determined by differential leveling
 KV0538.and adjusted by the National Geodetic Survey in June 1991..
 KV0538
 KV0538.The geoid height was determined by GEOID03.
 KV0538
 KV0538.The dynamic height is computed by dividing the NAVD 88
 KV0538.geopotential number by the normal gravity value computed on the
 KV0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0538.degrees latitude (g = 980.6199 gals.).
 KV0538
 KV0538.The modeled gravity was interpolated from observed gravity values.
 KV0538
 KV0538;                    North         East    Units  Estimated Accuracy
 KV0538;SPC NJ       -   188,400.      164,070.      MT  (+/- 180 meters Scaled)
 KV0538
 KV0538                          SUPERSEDED SURVEY CONTROL
 KV0538
 KV0538  NGVD 29 (04/16/92)   28.265  (m)           92.73   (f) ADJUSTED    1 1
 KV0538
 KV0538.Superseded values are not recommended for survey control.
 KV0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0538.See file dsdata.txt to determine how the superseded data were derived.
 KV0538
 KV0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK564868(NAD 83)
 KV0538_MARKER: DB = BENCH MARK DISK
 KV0538_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0538_SP_SET: PIER
 KV0538_STAMPING: B 71 1964
 KV0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0538
 KV0538  HISTORY     - Date     Condition        Report By
 KV0538  HISTORY     - 1964     MONUMENTED       CGS
 KV0538  HISTORY     - 1965     GOOD             CGS
 KV0538  HISTORY     - 1978     GOOD             NGS
 KV0538
 KV0538                          STATION DESCRIPTION
 KV0538
 KV0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0538'1 MI SW FROM FORDS.
 KV0538'0.15 MILE SOUTH ALONG KING GEORGE ROAD FROM THE INTERSECTION OF
 KV0538'AMBOY AVENUE AT FORDS, THENCE ABOUT 0.85 MILE WEST ALONG THE
 KV0538'LEHIGH VALLEY RAILROAD, AT THE OVERPASS OF THE NEW JERSEY
 KV0538'TURNPIKE OVER THE LEHIGH VALLEY RAILROAD, SET VERTICALLY IN THE
 KV0538'NORTHEAST FACE OF THE SOUTHEAST LEG FOR THE SOUTHWEST PIER FOR
 KV0538'OVERPASS, 9.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.6 FEET
 KV0538'SOUTHEAST OF THE NORTH CORNER OF THE PIER, AND ABOUT 2 FEET
 KV0538'ABOVE THE LEVEL OF TRACK.  THIS MARK CAN ALSO BE REACHED BY GOING
 KV0538'ABOUT 3.35 MILES WEST ALONG THE LEHIGH VALLEY RAILROAD FROM THE
 KV0538'OVERPASS OVER NEW BRUNSWICK AVENUE AT PERTH AMBOY.
 KV0538
 KV0538                          STATION RECOVERY (1978)
 KV0538
 KV0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0278 ***********************************************************************
 KV0278  DESIGNATION -  B 72
 KV0278  PID         -  KV0278
 KV0278  STATE/COUNTY-  NJ/HUDSON
 KV0278  USGS QUAD   -  JERSEY CITY (1981)
 KV0278
 KV0278                         *CURRENT SURVEY CONTROL
 KV0278  ___________________________________________________________________
 KV0278* NAD 83(1986)-  40 44 03.     (N)    074 04 53.     (W)     SCALED    
 KV0278* NAVD 88     -         2.353  (meters)       7.72   (feet)  ADJUSTED  
 KV0278  ___________________________________________________________________
 KV0278  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KV0278  DYNAMIC HT  -           2.352 (meters)       7.72  (feet)  COMP
 KV0278  MODELED GRAV-     980,239.3   (mgal)                       NAVD 88
 KV0278
 KV0278  VERT ORDER  -  FIRST     CLASS I
 KV0278
 KV0278.The horizontal coordinates were scaled from a topographic map and have
 KV0278.an estimated accuracy of +/- 6 seconds.
 KV0278
 KV0278.The orthometric height was determined by differential leveling
 KV0278.and adjusted by the National Geodetic Survey in June 1991..
 KV0278
 KV0278.The geoid height was determined by GEOID03.
 KV0278
 KV0278.The dynamic height is computed by dividing the NAVD 88
 KV0278.geopotential number by the normal gravity value computed on the
 KV0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0278.degrees latitude (g = 980.6199 gals.).
 KV0278
 KV0278.The modeled gravity was interpolated from observed gravity values.
 KV0278
 KV0278;                    North         East    Units  Estimated Accuracy
 KV0278;SPC NJ       -   211,110.      185,360.      MT  (+/- 180 meters Scaled)
 KV0278
 KV0278                          SUPERSEDED SURVEY CONTROL
 KV0278
 KV0278  NGVD 29 (04/16/92)    2.700  (m)            8.86   (f) ADJUSTED    1 1
 KV0278
 KV0278.Superseded values are not recommended for survey control.
 KV0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0278.See file dsdata.txt to determine how the superseded data were derived.
 KV0278
 KV0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL775096(NAD 83)
 KV0278_MARKER: DB = BENCH MARK DISK
 KV0278_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV0278_SP_SET: 32 FEET
 KV0278_STAMPING: B 72 1965
 KV0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0278
 KV0278  HISTORY     - Date     Condition        Report By
 KV0278  HISTORY     - 1965     MONUMENTED       CGS
 KV0278  HISTORY     - 20011005 GOOD             LOCENG
 KV0278
 KV0278                          STATION DESCRIPTION
 KV0278
 KV0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0278'AT JERSEY CITY.
 KV0278'AT JERSEY CITY, ALONG U.S. HIGHWAYS 1 AND 9 (TRUCK ROUTE) ABOUT
 KV0278'0.3 MILE SOUTHEAST OF THE JUNCTION OF THE GENERAL PULASKI SKYWAY,
 KV0278'NEAR THE INTERSECTION OF SIP AVENUE, AT THE NORTH CORNER OF THE
 KV0278'STEEL FENCE AROUND HOLY NAME CEMETERY, 123 FEET SOUTHWEST OF
 KV0278'THE SOUTHWEST CURB OF SIP AVENUE, 37.3 FEET SOUTHWEST OF THE FENCE
 KV0278'CORNER, 19.9 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE HIGHWAY,
 KV0278'0.4 FOOT NORTHWEST OF THE NORTHWEST FACE OF A 2 FOOT HIGH CONCRETE
 KV0278'WALL WHICH SUPPORTS THE STEEL FENCE, 1.5 FEET NORTHEAST OF A METAL
 KV0278'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND IS
 KV0278'A DISK ON TOP OF A COPPER COATED STEEL ROD PROJECTING 0.3 FOOT
 KV0278'AND PROTECTED BY A 4 INCH IRON PIPE PROJECTING 0.4 FOOT.  THE ROD
 KV0278'WAS DRIVEN TO A DEPTH OF 32 FEET.
 KV0278
 KV0278                          STATION RECOVERY (2001)
 KV0278
 KV0278'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (AB)
 KV0278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0959 ***********************************************************************
 KV0959  DESIGNATION -  B 73
 KV0959  PID         -  KV0959
 KV0959  STATE/COUNTY-  NJ/MIDDLESEX
 KV0959  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0959
 KV0959                         *CURRENT SURVEY CONTROL
 KV0959  ___________________________________________________________________
 KV0959* NAD 83(1986)-  40 28 29.     (N)    074 17 13.     (W)     SCALED    
 KV0959* NAVD 88     -        37.713  (meters)     123.73   (feet)  ADJUSTED  
 KV0959  ___________________________________________________________________
 KV0959  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KV0959  DYNAMIC HT  -          37.697 (meters)     123.68  (feet)  COMP
 KV0959  MODELED GRAV-     980,216.0   (mgal)                       NAVD 88
 KV0959
 KV0959  VERT ORDER  -  FIRST     CLASS II
 KV0959
 KV0959.The horizontal coordinates were scaled from a topographic map and have
 KV0959.an estimated accuracy of +/- 6 seconds.
 KV0959
 KV0959.The orthometric height was determined by differential leveling
 KV0959.and adjusted by the National Geodetic Survey in March 2001..
 KV0959.No vertical observational check was made to the station.
 KV0959
 KV0959.The geoid height was determined by GEOID03.
 KV0959
 KV0959.The dynamic height is computed by dividing the NAVD 88
 KV0959.geopotential number by the normal gravity value computed on the
 KV0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0959.degrees latitude (g = 980.6199 gals.).
 KV0959
 KV0959.The modeled gravity was interpolated from observed gravity values.
 KV0959
 KV0959;                    North         East    Units  Estimated Accuracy
 KV0959;SPC NJ       -   182,240.      168,070.      MT  (+/- 180 meters Scaled)
 KV0959
 KV0959                          SUPERSEDED SURVEY CONTROL
 KV0959
 KV0959  NAVD 88 (06/15/91)   37.718  (m)          123.75   (f) UNKNOWN     1 2
 KV0959  NGVD 29 (01/10/92)   38.049  (m)          124.83   (f) ADJUSTED    1 2
 KV0959
 KV0959.Superseded values are not recommended for survey control.
 KV0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0959.See file dsdata.txt to determine how the superseded data were derived.
 KV0959
 KV0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK604806(NAD 83)
 KV0959_MARKER: DV = VERTICAL CONTROL DISK
 KV0959_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0959_SP_SET: BRIDGE ABUTMENT
 KV0959_STAMPING: B 73 1974
 KV0959_MARK LOGO: NGS   
 KV0959_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0959+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2001
 KV0959
 KV0959  HISTORY     - Date     Condition        Report By
 KV0959  HISTORY     - 1974     MONUMENTED       NGS
 KV0959  HISTORY     - 19980520 GOOD             NJGS
 KV0959  HISTORY     - 20010317 GOOD             PORANY
 KV0959
 KV0959                          STATION DESCRIPTION
 KV0959
 KV0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV0959'0.6 MI SW FROM SOUTH AMBOY.
 KV0959'0.6 MILE SOUTHWEST ALONG BORDENTOWN AVENUE FROM THE POST OFFICE
 KV0959'AT SOUTH AMBOY, SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 KV0959'NORTHWEST ABUTMENT OF STATE HIGHWAY 35 OVERPASS OVER THE AVENUE,
 KV0959'6.7 FEET SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT, 12.6
 KV0959'FEET NORTHWEST OF THE NORTHWEST CURB OF THE AVENUE, 15.2 FEET
 KV0959'EAST OF TELEPHONE POLE 40004 SA, AND 3.0 FEET ABOVE THE SIDEWALK.
 KV0959
 KV0959                          STATION RECOVERY (1998)
 KV0959
 KV0959'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV0959'RECOVERED AS DESCRIBED.
 KV0959
 KV0959                          STATION RECOVERY (2001)
 KV0959
 KV0959'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1121 ***********************************************************************
 KV1121  DESIGNATION -  B 74
 KV1121  PID         -  KV1121
 KV1121  STATE/COUNTY-  NJ/MIDDLESEX
 KV1121  USGS QUAD   -  HIGHTSTOWN (1981)
 KV1121
 KV1121                         *CURRENT SURVEY CONTROL
 KV1121  ___________________________________________________________________
 KV1121* NAD 83(1986)-  40 19 23.     (N)    074 30 27.     (W)     SCALED    
 KV1121* NAVD 88     -        32.328  (meters)     106.06   (feet)  ADJUSTED  
 KV1121  ___________________________________________________________________
 KV1121  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KV1121  DYNAMIC HT  -          32.314 (meters)     106.02  (feet)  COMP
 KV1121  MODELED GRAV-     980,192.8   (mgal)                       NAVD 88
 KV1121
 KV1121  VERT ORDER  -  FIRST     CLASS II
 KV1121
 KV1121.The horizontal coordinates were scaled from a topographic map and have
 KV1121.an estimated accuracy of +/- 6 seconds.
 KV1121
 KV1121.The orthometric height was determined by differential leveling
 KV1121.and adjusted by the National Geodetic Survey in June 1991..
 KV1121
 KV1121.The geoid height was determined by GEOID03.
 KV1121
 KV1121.The dynamic height is computed by dividing the NAVD 88
 KV1121.geopotential number by the normal gravity value computed on the
 KV1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1121.degrees latitude (g = 980.6199 gals.).
 KV1121
 KV1121.The modeled gravity was interpolated from observed gravity values.
 KV1121
 KV1121;                    North         East    Units  Estimated Accuracy
 KV1121;SPC NJ       -   165,380.      149,360.      MT  (+/- 180 meters Scaled)
 KV1121
 KV1121                          SUPERSEDED SURVEY CONTROL
 KV1121
 KV1121  NGVD 29 (01/10/92)   32.656  (m)          107.14   (f) ADJUSTED    1 2
 KV1121
 KV1121.Superseded values are not recommended for survey control.
 KV1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1121.See file dsdata.txt to determine how the superseded data were derived.
 KV1121
 KV1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK418637(NAD 83)
 KV1121_MARKER: DB = BENCH MARK DISK
 KV1121_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 KV1121+WITH SETTING: INTO GROUND
 KV1121_SP_SET: METAL ROD WITH BASE PLATE
 KV1121_STAMPING: B 74 1974
 KV1121_MARK LOGO: NGS   
 KV1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1121+STABILITY: SURFACE MOTION
 KV1121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1121+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1991
 KV1121
 KV1121  HISTORY     - Date     Condition        Report By
 KV1121  HISTORY     - 1974     MONUMENTED       NGS
 KV1121  HISTORY     - 19910628 GOOD             NJGS
 KV1121  HISTORY     - 19911112 GOOD             NJGS
 KV1121
 KV1121                          STATION DESCRIPTION
 KV1121
 KV1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1121'0.6 MI N FROM CRANBURY.
 KV1121'0.6 MILE NORTH ALONG U.S. HIGHWAY 130 FROM THE JUNCTION OF STATE
 KV1121'HIGHWAY 535 AT CRANBURY, ALONG THE EAST SIDE OF THE HIGHWAY
 KV1121'BETWEEN TWO METAL GUARDRAILS, 31.6 FEET EAST OF THE CENTER LINE
 KV1121'OF THE NORTHBOUND LANES OF THE HIGHWAY, 94 FEET SOUTH OF THE
 KV1121'SOUTH END OF A GUARDRAIL, 98.5 FEET NORTH OF THE NORTH END OF A
 KV1121'GUARDRAIL, 46 FEET NORTH OF A 16-INCH TREE AND IN LINE WITH A
 KV1121'ROW OF TREES, 102 FEET SOUTHEAST OF THE CENTER OF SIPHON 72
 KV1121'UNDER THE HIGHWAY, ABOUT 55 YARDS NORTHEAST AND ACROSS THE
 KV1121'HIGHWAY FROM THE NORTHEAST CORNER OF A HOUSE, 0.6 FOOT SOUTH OF
 KV1121'A WITNESS POST, A DISK ON THE TOP OF A COPPER COATED ROD 4-FEET
 KV1121'LONG WITH A BASE PLATE ATTACHED.  THE UPPER PORTION OF THE ROD
 KV1121'IS ENCASED IN A PLASTIC PIPE PROJECTING 0.3 FOOT ABOVE THE
 KV1121'GROUND.
 KV1121
 KV1121                          STATION RECOVERY (1991)
 KV1121
 KV1121'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV1121'THE STATION IS LOCATED IN CRANBURY TOWNSHIP, ON THE EAST SIDE OF
 KV1121'U.S.HIGHWAY 130.  TO REACH THE STATION FROM THE SKEWED INTERSECTION
 KV1121'OF HIGHWAY 130 AND SOUTH RIVER ROAD, COUNTY ROAD 535, WHICH IS MIDWAY
 KV1121'BETWEEN TWO TRAFFIC SIGNALS AT CRANBURY, GO 0.4 MI (0.6 KM) NORTH ON
 KV1121'HIGHWAY 130 TO A 1.5 STORY STUCCO HOUSE, BOX NUMBER 863, ON THE LEFT
 KV1121'AND THE STATION ON THE RIGHT.  TO REACH THE STATION FROM THE JUNCTION
 KV1121'OF U.S.HIGHWAY 130 AND DEY ROAD IN CRANBURY TOWNSHIP, GO 0.35 MI
 KV1121'(0.56 KM) SOUTH ON HIGHWAY 130 TO STATION ON THE LEFT.  THE STATION
 KV1121'IS 9.6 M (31.5 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES,
 KV1121'13.5 M (44.3 FT) NORTHEAST OF A 0.6 M (2.0 FT) OAK TREE, 29.4 M (96.5
 KV1121'FT) SOUTHEAST FROM AN INLET, 10.5 M (34.4 FT) SOUTH FROM A NO
 KV1121'STOPPING SIGN, 2.8 M (9.2 FT) EAST FROM THE EDGE OF THE PAVEMENT,
 KV1121'58.6 M (192.3 FT) EAST FROM THE NORTHEAST CORNER OF THE STUCCO HOUSE
 KV1121'AT BOX NUMBER 863, 44.9 M (147.3 FT) EAST FROM POLE NUMBER 60388,
 KV1121'39.1 M (128.3 FT) SOUTHEAST OF POLE NUMBER 60393 AND IS SET INSIDE A
 KV1121'PVC PIPE, 1 CM BELOW THE GROUND.
 KV1121
 KV1121                          STATION RECOVERY (1991)
 KV1121
 KV1121'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV1121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1078 ***********************************************************************
 KV1078  DESIGNATION -  B 75
 KV1078  PID         -  KV1078
 KV1078  STATE/COUNTY-  NJ/MERCER
 KV1078  USGS QUAD   -  TRENTON WEST (1995)
 KV1078
 KV1078                         *CURRENT SURVEY CONTROL
 KV1078  ___________________________________________________________________
 KV1078* NAD 83(1986)-  40 11 28.     (N)    074 45 14.     (W)     SCALED    
 KV1078* NAVD 88     -         4.713  (meters)      15.46   (feet)  ADJUSTED  
 KV1078  ___________________________________________________________________
 KV1078  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV1078  DYNAMIC HT  -           4.711 (meters)      15.46  (feet)  COMP
 KV1078  MODELED GRAV-     980,184.0   (mgal)                       NAVD 88
 KV1078
 KV1078  VERT ORDER  -  FIRST     CLASS II
 KV1078
 KV1078.The horizontal coordinates were scaled from a topographic map and have
 KV1078.an estimated accuracy of +/- 6 seconds.
 KV1078
 KV1078.The orthometric height was determined by differential leveling
 KV1078.and adjusted by the National Geodetic Survey in June 1991..
 KV1078
 KV1078.The geoid height was determined by GEOID03.
 KV1078
 KV1078.The dynamic height is computed by dividing the NAVD 88
 KV1078.geopotential number by the normal gravity value computed on the
 KV1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1078.degrees latitude (g = 980.6199 gals.).
 KV1078
 KV1078.The modeled gravity was interpolated from observed gravity values.
 KV1078
 KV1078;                    North         East    Units  Estimated Accuracy
 KV1078;SPC NJ       -   150,760.      128,380.      MT  (+/- 180 meters Scaled)
 KV1078
 KV1078                          SUPERSEDED SURVEY CONTROL
 KV1078
 KV1078  NGVD 29 (01/10/92)    5.045  (m)           16.55   (f) ADJUSTED    1 2
 KV1078
 KV1078.Superseded values are not recommended for survey control.
 KV1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1078.See file dsdata.txt to determine how the superseded data were derived.
 KV1078
 KV1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK209489(NAD 83)
 KV1078_MARKER: DB = BENCH MARK DISK
 KV1078_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV1078_SP_SET: 40 FEET
 KV1078_STAMPING: B 75 1974
 KV1078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1078
 KV1078  HISTORY     - Date     Condition        Report By
 KV1078  HISTORY     - 1974     MONUMENTED       NGS
 KV1078
 KV1078                          STATION DESCRIPTION
 KV1078
 KV1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1078'AT TRENTON.
 KV1078'AT TRENTON, ALONG LAMBERTON STREET 0.3 MILE SOUTH OF THE JUNCTION
 KV1078'OF LALOR STREET, AT THE EAST ENTRANCE TO THE TRENTON SEWAGE PLANT,
 KV1078'23.4 FEET SOUTH OF THE CENTER LINE OF THE ENTRANCE ROAD, 2.3 FEET
 KV1078'NORTHWEST OF THE NORTHEAST CORNER OF A CHAIN-LINK FENCE AROUND THE
 KV1078'PLANT, 24.9 FEET WEST OF THE CENTER LINE OF AN ASPHALT ROAD
 KV1078'LEADING TO THE SEWAGE PLANT AND DOG POUND, 1.0 FOOT NORTHWEST OF
 KV1078'A WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 KV1078'DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 40 FEET.  THE UPPER
 KV1078'PORTION OF THE ROD IS ENCASED IN A PLASTIC PIPE PROJECTING
 KV1078'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1161 ***********************************************************************
 KV1161  TIDAL BM    -  This is a Tidal Bench Mark.
 KV1161  DESIGNATION -  B 76
 KV1161  PID         -  KV1161
 KV1161  STATE/COUNTY-  NJ/BURLINGTON
 KV1161  USGS QUAD   -  BRISTOL (1981)
 KV1161
 KV1161                         *CURRENT SURVEY CONTROL
 KV1161  ___________________________________________________________________
 KV1161* NAD 83(1986)-  40 04 00.     (N)    074 52 25.     (W)     SCALED    
 KV1161* NAVD 88     -         5.118  (meters)      16.79   (feet)  ADJUSTED  
 KV1161  ___________________________________________________________________
 KV1161  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV1161  DYNAMIC HT  -           5.116 (meters)      16.78  (feet)  COMP
 KV1161  MODELED GRAV-     980,193.3   (mgal)                       NAVD 88
 KV1161
 KV1161  VERT ORDER  -  FIRST     CLASS II
 KV1161
 KV1161.The horizontal coordinates were scaled from a topographic map and have
 KV1161.an estimated accuracy of +/- 6 seconds.
 KV1161
 KV1161.The orthometric height was determined by differential leveling
 KV1161.and adjusted by the National Geodetic Survey in June 1991..
 KV1161
 KV1161.This Tidal Bench Mark is designated as VM 2889
 KV1161.by the Center for Operational Oceanographic Products and Services.
 KV1161
 KV1161.The geoid height was determined by GEOID03.
 KV1161
 KV1161.The dynamic height is computed by dividing the NAVD 88
 KV1161.geopotential number by the normal gravity value computed on the
 KV1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1161.degrees latitude (g = 980.6199 gals.).
 KV1161
 KV1161.The modeled gravity was interpolated from observed gravity values.
 KV1161
 KV1161;                    North         East    Units  Estimated Accuracy
 KV1161;SPC NJ       -   136,980.      118,130.      MT  (+/- 180 meters Scaled)
 KV1161
 KV1161                          SUPERSEDED SURVEY CONTROL
 KV1161
 KV1161  NGVD 29 (01/10/92)    5.439  (m)           17.84   (f) ADJUSTED    1 2
 KV1161
 KV1161.Superseded values are not recommended for survey control.
 KV1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1161.See file dsdata.txt to determine how the superseded data were derived.
 KV1161
 KV1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK107351(NAD 83)
 KV1161_MARKER: DV = VERTICAL CONTROL DISK
 KV1161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1161_SP_SET: BRIDGE ABUTMENT
 KV1161_STAMPING: B 76 1974
 KV1161_MARK LOGO: NGS   
 KV1161_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1161+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1996
 KV1161
 KV1161  HISTORY     - Date     Condition        Report By
 KV1161  HISTORY     - 1974     MONUMENTED       NGS
 KV1161  HISTORY     - 19900524 GOOD             NJGS
 KV1161  HISTORY     - 19940714 GOOD             USPSQD
 KV1161  HISTORY     - 19961003 GOOD             NJGS
 KV1161
 KV1161                          STATION DESCRIPTION
 KV1161
 KV1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1161'1.1 MI SW FROM BURLINGTON.
 KV1161'1.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 130 FROM THE INTERSECTION
 KV1161'OF HIGH STREET AT BURLINGTON, THENCE 0.10 MILE WEST ALONG BURLINGTON
 KV1161'AVENUE, (COUNTY ROAD 543) IN THE TOP SOUTH END OF THE EAST
 KV1161'CONCRETE ABUTMENT OF BRIDGE OVER A SMALL CREEK, 24.8 FEET SOUTH
 KV1161'OF CENTER LINE OF THE AVENUE, 46.9 FEET SOUTH-SOUTHWEST AND ACROSS
 KV1161'ROAD FROM BRICK PILAR AT ENTRANCE TO A TWO STORY HOUSE, 23.8
 KV1161'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE PORCH TO THE TWO
 KV1161'HOUSE AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE AVENUE.
 KV1161
 KV1161                          STATION RECOVERY (1990)
 KV1161
 KV1161'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV1161'RECOVERED AS DESCRIBED.
 KV1161
 KV1161                          STATION RECOVERY (1994)
 KV1161
 KV1161'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1161'RECOVERED IN GOOD CONDITION.
 KV1161
 KV1161                          STATION RECOVERY (1996)
 KV1161
 KV1161'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV1161'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 KV1161'LOCATED ABOUT 0.10 MI (0.16 KM) WEST ALONG BEVERLY ROAD, COUNTY ROAD
 KV1161'543 AND IS 33.8 FT (10.3 M) NORTHEAST FROM THE NORTHEAST CORNER OF A
 KV1161'PORCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2947 ***********************************************************************
 KV2947  DESIGNATION -  B 77
 KV2947  PID         -  KV2947
 KV2947  STATE/COUNTY-  NJ/WARREN
 KV2947  USGS QUAD   -  EASTON (1994)
 KV2947
 KV2947                         *CURRENT SURVEY CONTROL
 KV2947  ___________________________________________________________________
 KV2947* NAD 83(1986)-  40 40 25.     (N)    075 08 18.     (W)     SCALED    
 KV2947* NAVD 88     -       115.728  (meters)     379.68   (feet)  ADJUSTED  
 KV2947  ___________________________________________________________________
 KV2947  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KV2947  DYNAMIC HT  -         115.674 (meters)     379.51  (feet)  COMP
 KV2947  MODELED GRAV-     980,155.5   (mgal)                       NAVD 88
 KV2947
 KV2947  VERT ORDER  -  FIRST     CLASS II
 KV2947
 KV2947.The horizontal coordinates were scaled from a topographic map and have
 KV2947.an estimated accuracy of +/- 6 seconds.
 KV2947
 KV2947.The orthometric height was determined by differential leveling
 KV2947.and adjusted by the National Geodetic Survey in June 1991..
 KV2947
 KV2947.The geoid height was determined by GEOID03.
 KV2947
 KV2947.The dynamic height is computed by dividing the NAVD 88
 KV2947.geopotential number by the normal gravity value computed on the
 KV2947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2947.degrees latitude (g = 980.6199 gals.).
 KV2947
 KV2947.The modeled gravity was interpolated from observed gravity values.
 KV2947
 KV2947;                    North         East    Units  Estimated Accuracy
 KV2947;SPC NJ       -   204,500.       96,040.      MT  (+/- 180 meters Scaled)
 KV2947
 KV2947                          SUPERSEDED SURVEY CONTROL
 KV2947
 KV2947  NGVD 29 (01/10/92)  115.950  (m)          380.41   (f) ADJUSTED    1 2
 KV2947
 KV2947.Superseded values are not recommended for survey control.
 KV2947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2947.See file dsdata.txt to determine how the superseded data were derived.
 KV2947
 KV2947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL883025(NAD 83)
 KV2947_MARKER: DB = BENCH MARK DISK
 KV2947_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2947_SP_SET: STAINLESS STEEL ROD
 KV2947_STAMPING: B 77 1978
 KV2947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2947
 KV2947  HISTORY     - Date     Condition        Report By
 KV2947  HISTORY     - 1978     MONUMENTED       NGS
 KV2947  HISTORY     - 19950113 MARK NOT FOUND   NJGS
 KV2947
 KV2947                          STATION DESCRIPTION
 KV2947
 KV2947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2947'1.0 MI EAST FROM PHILLIPSBURG.
 KV2947'1.0 MILE EAST ALONG NEW BURNSWICK AVENUE FROM THE SHIMER SCHOOL AT
 KV2947'PHILLIPSBURG, AT STILL VALLEY SET IN THE MEDIAN OF U S HIGHWAY 22 ON
 KV2947'THE NORTHWEST SIDE OF A HIGHWAY LOOP AROUND STILL VALLEY, 44 FEET
 KV2947'SOUTHWEST OF THE CENTER LINE OF THE WEST BOUND LANE, 58 FEET NORTHEAST
 KV2947'OF THE CENTER LINE OF THE EAST BOUND LANE, 44 FEET NORTHWEST OF THE
 KV2947'CENTER OF THE NORTHWEST LANE OF THE LOOP, AND 9 FEET NORTHEAST OF
 KV2947'POWERLINE JUNCTION POLE NUMBER PT 1024. ALSO ACROSS THE EAST BOUND
 KV2947'LANE FROM THE HOLIDAY INN.
 KV2947
 KV2947                          STATION RECOVERY (1995)
 KV2947
 KV2947'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV2947'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV2947'SEARCH BY A ONE MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2923 ***********************************************************************
 KV2923  DESIGNATION -  B 78
 KV2923  PID         -  KV2923
 KV2923  STATE/COUNTY-  NJ/SOMERSET
 KV2923  USGS QUAD   -  RARITAN (1981)
 KV2923
 KV2923                         *CURRENT SURVEY CONTROL
 KV2923  ___________________________________________________________________
 KV2923* NAD 83(1986)-  40 36 16.     (N)    074 41 47.     (W)     SCALED    
 KV2923* NAVD 88     -        55.858  (meters)     183.26   (feet)  ADJUSTED  
 KV2923  ___________________________________________________________________
 KV2923  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KV2923  DYNAMIC HT  -          55.833 (meters)     183.18  (feet)  COMP
 KV2923  MODELED GRAV-     980,178.7   (mgal)                       NAVD 88
 KV2923
 KV2923  VERT ORDER  -  FIRST     CLASS II
 KV2923
 KV2923.The horizontal coordinates were scaled from a topographic map and have
 KV2923.an estimated accuracy of +/- 6 seconds.
 KV2923
 KV2923.The orthometric height was determined by differential leveling
 KV2923.and adjusted by the National Geodetic Survey in June 1991..
 KV2923
 KV2923.The geoid height was determined by GEOID03.
 KV2923
 KV2923.The dynamic height is computed by dividing the NAVD 88
 KV2923.geopotential number by the normal gravity value computed on the
 KV2923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2923.degrees latitude (g = 980.6199 gals.).
 KV2923
 KV2923.The modeled gravity was interpolated from observed gravity values.
 KV2923
 KV2923;                    North         East    Units  Estimated Accuracy
 KV2923;SPC NJ       -   196,640.      133,380.      MT  (+/- 180 meters Scaled)
 KV2923
 KV2923                          SUPERSEDED SURVEY CONTROL
 KV2923
 KV2923  NGVD 29 (01/10/92)   56.115  (m)          184.10   (f) ADJUSTED    1 2
 KV2923
 KV2923.Superseded values are not recommended for survey control.
 KV2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2923.See file dsdata.txt to determine how the superseded data were derived.
 KV2923
 KV2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK256948(NAD 83)
 KV2923_MARKER: DB = BENCH MARK DISK
 KV2923_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2923_SP_SET: STAINLESS STEEL ROD
 KV2923_STAMPING: B 78 1978
 KV2923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2923
 KV2923  HISTORY     - Date     Condition        Report By
 KV2923  HISTORY     - 1978     MONUMENTED       NGS
 KV2923  HISTORY     - 20010331 GOOD             NGS
 KV2923  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 KV2923
 KV2923                          STATION DESCRIPTION
 KV2923
 KV2923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2923'2.85 MI SE FROM WHITEHOUSE.
 KV2923'0.3 MILE SOUTHEAST ALONG OLD HIGHWAY 28 FROM THE POST OFFICE AT
 KV2923'WHITEHOUSE, HUNTERDON COUNTY, THENCE 2.55 MILES SOUTHEAST ALONG STATE
 KV2923'HIGHWAY 22, ACROSS THE HIGHWAY FROM THE SOUTHEAST END OF TINAS MOTEL,
 KV2923', 28.0 FEET SOUTHWEST OF THE CENTER OF THE 2 EAST BOUND LANES OF
 KV2923'HIGHWAY 22, AND 3.6 FEET SOUTHEAST OF POWER POLE NUMBER RT 635.
 KV2923'ROD DRIVEN TO REFUSAL.
 KV2923
 KV2923                          STATION RECOVERY (2001)
 KV2923
 KV2923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV2923'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV2923
 KV2923                          STATION RECOVERY (2003)
 KV2923
 KV2923'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV2923'TINA'S MOTEL IS NOW THE REGENCY MOTEL.  POLES ARE MISNUMBERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2313 ***********************************************************************
 JU2313  DESIGNATION -  B 79
 JU2313  PID         -  JU2313
 JU2313  STATE/COUNTY-  NJ/CAPE MAY
 JU2313  USGS QUAD   -  HEISLERVILLE (1977)
 JU2313
 JU2313                         *CURRENT SURVEY CONTROL
 JU2313  ___________________________________________________________________
 JU2313* NAD 83(1986)-  39 12 49.     (N)    074 54 20.     (W)     SCALED    
 JU2313* NAVD 88     -         4.047  (meters)      13.28   (feet)  ADJUSTED  
 JU2313  ___________________________________________________________________
 JU2313  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 JU2313  DYNAMIC HT  -           4.045 (meters)      13.27  (feet)  COMP
 JU2313  MODELED GRAV-     980,089.9   (mgal)                       NAVD 88
 JU2313
 JU2313  VERT ORDER  -  FIRST     CLASS II
 JU2313
 JU2313.The horizontal coordinates were scaled from a topographic map and have
 JU2313.an estimated accuracy of +/- 6 seconds.
 JU2313
 JU2313.The orthometric height was determined by differential leveling
 JU2313.and adjusted by the National Geodetic Survey in June 1991..
 JU2313
 JU2313.The geoid height was determined by GEOID03.
 JU2313
 JU2313.The dynamic height is computed by dividing the NAVD 88
 JU2313.geopotential number by the normal gravity value computed on the
 JU2313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2313.degrees latitude (g = 980.6199 gals.).
 JU2313
 JU2313.The modeled gravity was interpolated from observed gravity values.
 JU2313
 JU2313;                    North         East    Units  Estimated Accuracy
 JU2313;SPC NJ       -    42,290.      114,980.      MT  (+/- 180 meters Scaled)
 JU2313
 JU2313                          SUPERSEDED SURVEY CONTROL
 JU2313
 JU2313  NGVD 29 (01/10/92)    4.419  (m)           14.50   (f) ADJUSTED    1 2
 JU2313
 JU2313.Superseded values are not recommended for survey control.
 JU2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2313.See file dsdata.txt to determine how the superseded data were derived.
 JU2313
 JU2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ081404(NAD 83)
 JU2313_MARKER: DB = BENCH MARK DISK
 JU2313_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2313_SP_SET: STAINLESS STEEL ROD
 JU2313_STAMPING: B 79 1979
 JU2313_PROJECTION: RECESSED 5 CENTIMETERS
 JU2313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2313_ROD/PIPE-DEPTH: 6.10 meters
 JU2313
 JU2313  HISTORY     - Date     Condition        Report By
 JU2313  HISTORY     - 1979     MONUMENTED       NGS
 JU2313  HISTORY     - 19991002 GOOD             USPSQD
 JU2313
 JU2313                          STATION DESCRIPTION
 JU2313
 JU2313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2313'IN ELDORA.
 JU2313'IN ELDORA, AT THE Y-JUNCTION OF THE MOST SOUTHEASTERLY ONE OF TWO
 JU2313'JUNCTIONS OF STATE ROUTE 47 AND COUNTY ROAD 550 SPUR, (PAPER MILL
 JU2313'ROAD), BETWEEN POWER POLE NUMBER B 6810 AND A STOP SIGN FOR THE
 JU2313'COUNTY ROAD, 28 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JU2313'17 FEET SOUTHWEST OF THE CENTER LINE OF THE COUNTY ROAD, 4 FEET
 JU2313'SOUTHWEST OF THE STOP SIGN, 4.2 FEET NORTHEAST OF THE POWER POLE.
 JU2313'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 JU2313'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2313
 JU2313                          STATION RECOVERY (1999)
 JU2313
 JU2313'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU2313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0107 ***********************************************************************
 JU0107  DESIGNATION -  B 8
 JU0107  PID         -  JU0107
 JU0107  STATE/COUNTY-  NJ/BURLINGTON
 JU0107  USGS QUAD   -  NEW GRETNA (1977)
 JU0107
 JU0107                         *CURRENT SURVEY CONTROL
 JU0107  ___________________________________________________________________
 JU0107* NAD 83(1986)-  39 35 31.     (N)    074 25 28.     (W)     SCALED    
 JU0107* NAVD 88     -         2.160  (meters)       7.09   (feet)  ADJUSTED  
 JU0107  ___________________________________________________________________
 JU0107  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JU0107  DYNAMIC HT  -           2.159 (meters)       7.08  (feet)  COMP
 JU0107  MODELED GRAV-     980,156.5   (mgal)                       NAVD 88
 JU0107
 JU0107  VERT ORDER  -  FIRST     CLASS I
 JU0107
 JU0107.The horizontal coordinates were scaled from a topographic map and have
 JU0107.an estimated accuracy of +/- 6 seconds.
 JU0107
 JU0107.The orthometric height was determined by differential leveling
 JU0107.and adjusted by the National Geodetic Survey in June 1991..
 JU0107.WARNING-Repeat measurements at this control monument indicate possible
 JU0107.vertical movement.
 JU0107
 JU0107.The geoid height was determined by GEOID03.
 JU0107
 JU0107.The dynamic height is computed by dividing the NAVD 88
 JU0107.geopotential number by the normal gravity value computed on the
 JU0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0107.degrees latitude (g = 980.6199 gals.).
 JU0107
 JU0107.The modeled gravity was interpolated from observed gravity values.
 JU0107
 JU0107;                    North         East    Units  Estimated Accuracy
 JU0107;SPC NJ       -    84,220.      156,490.      MT  (+/- 180 meters Scaled)
 JU0107
 JU0107                          SUPERSEDED SURVEY CONTROL
 JU0107
 JU0107  NGVD 29 (04/16/92)    2.549  (m)            8.36   (f) ADJUSTED    1 1
 JU0107
 JU0107.Superseded values are not recommended for survey control.
 JU0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0107.See file dsdata.txt to determine how the superseded data were derived.
 JU0107
 JU0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ494826(NAD 83)
 JU0107_MARKER: DB = BENCH MARK DISK
 JU0107_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU0107_SP_SET: ABUTMENT
 JU0107_STAMPING: B 8 1930 8.232
 JU0107_MARK LOGO: CGS   
 JU0107_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0107+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1995
 JU0107
 JU0107  HISTORY     - Date     Condition        Report By
 JU0107  HISTORY     - 1930     MONUMENTED       CGS
 JU0107  HISTORY     - 1964     POOR             CGS
 JU0107  HISTORY     - 1979     SEE DESCRIPTION  NGS
 JU0107  HISTORY     - 1985     GOOD             USPSQD
 JU0107  HISTORY     - 19950202 GOOD             NJGS
 JU0107
 JU0107                          STATION DESCRIPTION
 JU0107
 JU0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0107'1.6 MI E FROM NEW GRETNA.
 JU0107'ABOUT 1.65 MILES EAST ALONG U.S. HIGHWAY 9 FROM THE POST
 JU0107'OFFICE AT NEW GRETNA, SET ON TOP OF THE SOUTH END OF THE EAST
 JU0107'ABUTMENT OF THE HIGHWAY BRIDGE OVER JOBS CREEK, 15.5 FEET SOUTH
 JU0107'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 0.5 FOOT BELOW THE
 JU0107'LEVEL OF THE HIGHWAY.
 JU0107
 JU0107                          STATION RECOVERY (1979)
 JU0107
 JU0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0107'NOTE--WING WALL CRACKED.
 JU0107
 JU0107                          STATION RECOVERY (1985)
 JU0107
 JU0107'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0107'RECOVERED IN GOOD CONDITION.
 JU0107
 JU0107                          STATION RECOVERY (1995)
 JU0107
 JU0107'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0107'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2416 ***********************************************************************
 JU2416  DESIGNATION -  B 80
 JU2416  PID         -  JU2416
 JU2416  STATE/COUNTY-  NJ/ATLANTIC
 JU2416  USGS QUAD   -  OCEAN CITY (1994)
 JU2416
 JU2416                         *CURRENT SURVEY CONTROL
 JU2416  ___________________________________________________________________
 JU2416* NAD 83(1986)-  39 18 26.     (N)    074 37 07.     (W)     SCALED    
 JU2416* NAVD 88     -         4.751  (meters)      15.59   (feet)  ADJUSTED  
 JU2416  ___________________________________________________________________
 JU2416  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 JU2416  DYNAMIC HT  -           4.748 (meters)      15.58  (feet)  COMP
 JU2416  MODELED GRAV-     980,103.9   (mgal)                       NAVD 88
 JU2416
 JU2416  VERT ORDER  -  FIRST     CLASS II
 JU2416
 JU2416.The horizontal coordinates were scaled from a topographic map and have
 JU2416.an estimated accuracy of +/- 6 seconds.
 JU2416
 JU2416.The orthometric height was determined by differential leveling
 JU2416.and adjusted by the National Geodetic Survey in June 1991..
 JU2416
 JU2416.The geoid height was determined by GEOID03.
 JU2416
 JU2416.The dynamic height is computed by dividing the NAVD 88
 JU2416.geopotential number by the normal gravity value computed on the
 JU2416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2416.degrees latitude (g = 980.6199 gals.).
 JU2416
 JU2416.The modeled gravity was interpolated from observed gravity values.
 JU2416
 JU2416;                    North         East    Units  Estimated Accuracy
 JU2416;SPC NJ       -    52,610.      139,770.      MT  (+/- 180 meters Scaled)
 JU2416
 JU2416                          SUPERSEDED SURVEY CONTROL
 JU2416
 JU2416  NGVD 29 (01/10/92)    5.147  (m)           16.89   (f) ADJUSTED    1 2
 JU2416
 JU2416.Superseded values are not recommended for survey control.
 JU2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2416.See file dsdata.txt to determine how the superseded data were derived.
 JU2416
 JU2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ328509(NAD 83)
 JU2416_MARKER: DJ = TIDAL STATION DISK
 JU2416_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2416_SP_SET: STAINLESS STEEL ROD
 JU2416_STAMPING: B 80 1979
 JU2416_MARK LOGO: NGS   
 JU2416_PROJECTION: RECESSED 8 CENTIMETERS
 JU2416_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2416+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2000
 JU2416_ROD/PIPE-DEPTH: 7.62 meters
 JU2416
 JU2416  HISTORY     - Date     Condition        Report By
 JU2416  HISTORY     - 1979     MONUMENTED       NGS
 JU2416  HISTORY     - 20000827 GOOD             NJGS
 JU2416
 JU2416                          STATION DESCRIPTION
 JU2416
 JU2416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2416'1.05 MI SW FROM SOMERS POINT.
 JU2416'1.05 MILES SOUTHWEST ALONG STATE ROUTE 9 FROM THEJUNCTION OF STATE
 JU2416'ROUTE 52 IN SOMERS POINT, SET BETWEEN ROUTE 9 AND TOLLGATE OF THE
 JU2416'GARDEN STATE PARKWAY AT AN OBSERVATION WELL OF U.S.G.S., 0.05 MILE
 JU2416'NORTHWEST OF THE TOLL GATE, 247 FEET NORTHEAST OF THE JUNCTION OF
 JU2416'ROUTE 9 AND AN ACCESS ROAD TO THE TOLLGATE, 262 FEET NORTHEAST OF
 JU2416'POWER POLE P 43361 ACE AT THE NORTHEAST SIDE OF THE ACCESS ROAD, 123
 JU2416'FEET SOUTH OF THE SOUTH CORNER OF THE ROUTE 9 OVERPASS BRIDGE OVER
 JU2416'THE PARKWAY, 64 FEET SOUTHEAST OF THE CENTERLINE OF ROUTE 9, 34.5
 JU2416'FEET SOUTHEAST OF 4 BY 8 WOOD GUARD RAIL, 2 FEET NORTHWEST OF THE
 JU2416'OBSERVATION WELL.
 JU2416'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 JU2416'THE MARK IS 5 FT BELOW HIGHWAY.
 JU2416
 JU2416                          STATION RECOVERY (2000)
 JU2416
 JU2416'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU2416'THE STATION IS LOCATED IN THE BOROUGH OF SOMERS POINT.  TO REACH THE
 JU2416'STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 9 AND STATE ROUTE 52,
 JU2416'GO 1.05 MI (1.69 KM) SOUTHWEST ON U.S.  HIGHWAY 9 TO THE STATION ON
 JU2416'THE LEFT, SET ON THE SOUTHEAST SIDE OF U.S.  HIGHWAY 9 BETWEEN THE
 JU2416'HIGHWAY AND A 200 FOOT.  (61.0 M) RADIO TOWER ON THE SOUTHBOUND LANES
 JU2416'OF THE GARDEN STATE PARKWAY WEST NORTHWEST OF AN OBSERVATION WELL IN
 JU2416'THE PARKWAY TOLL BOOTH FACILITY MAINTENANCE AREA.  THE STATION IS 0.05
 JU2416'MILES (0.08 KM) SOUTHEAST FROM A GUIDE RAIL, 12.5 M (41.0 FT)
 JU2416'SOUTHEAST FROM THE SOUTHEAST CURB OF THE HIGHWAY, 37.4 M (122.7 FT)
 JU2416'SOUTHEAST FROM CORNER THE OF THE BRIDGE OF THE HIGHWAY OVER OVER THE
 JU2416'GARDEN STATE PARKWAY, 0.45 M (1.48 FT) WEST NORTHWEST FROM AN
 JU2416'OBSERVATION MONITORING WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2343 ***********************************************************************
 JU2343  DESIGNATION -  B 81
 JU2343  PID         -  JU2343
 JU2343  STATE/COUNTY-  NJ/CAPE MAY
 JU2343  USGS QUAD   -  STONE HARBOR (1972)
 JU2343
 JU2343                         *CURRENT SURVEY CONTROL
 JU2343  ___________________________________________________________________
 JU2343* NAD 83(1986)-  39 05 11.     (N)    074 49 03.     (W)     SCALED    
 JU2343* NAVD 88     -         4.738  (meters)      15.54   (feet)  ADJUSTED  
 JU2343  ___________________________________________________________________
 JU2343  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 JU2343  DYNAMIC HT  -           4.736 (meters)      15.54  (feet)  COMP
 JU2343  MODELED GRAV-     980,066.3   (mgal)                       NAVD 88
 JU2343
 JU2343  VERT ORDER  -  FIRST     CLASS II
 JU2343
 JU2343.The horizontal coordinates were scaled from a topographic map and have
 JU2343.an estimated accuracy of +/- 6 seconds.
 JU2343
 JU2343.The orthometric height was determined by differential leveling
 JU2343.and adjusted by the National Geodetic Survey in June 1991..
 JU2343
 JU2343.The geoid height was determined by GEOID03.
 JU2343
 JU2343.The dynamic height is computed by dividing the NAVD 88
 JU2343.geopotential number by the normal gravity value computed on the
 JU2343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2343.degrees latitude (g = 980.6199 gals.).
 JU2343
 JU2343.The modeled gravity was interpolated from observed gravity values.
 JU2343
 JU2343;                    North         East    Units  Estimated Accuracy
 JU2343;SPC NJ       -    28,140.      122,530.      MT  (+/- 180 meters Scaled)
 JU2343
 JU2343                          SUPERSEDED SURVEY CONTROL
 JU2343
 JU2343  NGVD 29 (01/10/92)    5.137  (m)           16.85   (f) ADJUSTED    1 2
 JU2343
 JU2343.Superseded values are not recommended for survey control.
 JU2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2343.See file dsdata.txt to determine how the superseded data were derived.
 JU2343
 JU2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ157263(NAD 83)
 JU2343_MARKER: DB = BENCH MARK DISK
 JU2343_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2343_SP_SET: STAINLESS STEEL ROD
 JU2343_STAMPING: B 81 1979
 JU2343_MARK LOGO: NGS   
 JU2343_PROJECTION: RECESSED 20 CENTIMETERS
 JU2343_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2343+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1997
 JU2343_ROD/PIPE-DEPTH: 6.10 meters
 JU2343
 JU2343  HISTORY     - Date     Condition        Report By
 JU2343  HISTORY     - 1979     MONUMENTED       NGS
 JU2343  HISTORY     - 19970812 GOOD             NJGS
 JU2343
 JU2343                          STATION DESCRIPTION
 JU2343
 JU2343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2343'0.45 MI NE FROM CAPE MAY COURT HOUSE.
 JU2343'0.35 MILE NORTHEAST ALONG U S HIGHWAY 9 FROM THE COURT HOUSE IN
 JU2343'CAPE MAY COURT HOUSE, THEN 0.1 MILE SOUTHEAST ALONG STONE HARBOR
 JU2343'BOULEVARD TO THE MARK ON THE LEFT, AT THE STONE HARBOR BOULEVARD
 JU2343'ENTRANCE TO THE BURDETTE TOMLIN MEMORIAL HOSPITAL, 65 FEET NORTHWEST
 JU2343'OF POWER POLE NUMBER W5951, 46.5 FEET NORTHEAST OF THE CENTER LINE OF
 JU2343'STONE HARBOR BOULEVARD, 24 FEET SOUTHEAST OF THE CENTER OF THE
 JU2343'ENTRANCE TO THE HOSPITAL, AND 4.5 FEET SOUTHEAST OF POWER POLE
 JU2343'NUMBER W5950.
 JU2343'THE MARK IS ABOVE LEVEL WITH BOULEVARD.
 JU2343
 JU2343                          STATION RECOVERY (1997)
 JU2343
 JU2343'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU2343'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS 1.2
 JU2343'M (3.9 FT) SOUTHEAST FROM POLE NUMBER W 5950, 7.7 M (25.3 FT)
 JU2343'NORTHWEST FROM A 0.5 M (1.6 FT) DIAMETER CEDAR TREE, 6.1 M (20.0 FT)
 JU2343'NORTHEAST FROM THE FACE OF AN INLET ON THE NORTHEAST SIDE OF STONE
 JU2343'HARBOR BOULEVARD AND 3.4 M (11.2 FT) SOUTHEAST FROM THE SOUTHEAST CURB
 JU2343'OF THE ENTRANCE DRIVE LEADING TO THE HOSPITAL.  THE STATION IS ABOUT
 JU2343'0.3 M (1.0 FT) BELOW THE GROUND, ADJACENT TO UNDERGROUND PLASTIC
 JU2343'IRRIGATION PIPING.  PROBING FOR THE STATION SHOULD BE DONE WITH GREAT
 JU2343'CARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2232 ***********************************************************************
 JU2232  DESIGNATION -  B 82
 JU2232  PID         -  JU2232
 JU2232  STATE/COUNTY-  NJ/SALEM
 JU2232  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2232
 JU2232                         *CURRENT SURVEY CONTROL
 JU2232  ___________________________________________________________________
 JU2232* NAD 83(1986)-  39 39 34.     (N)    075 30 54.     (W)     SCALED    
 JU2232* NAVD 88     -         2.557  (meters)       8.39   (feet)  ADJUSTED  
 JU2232  ___________________________________________________________________
 JU2232  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JU2232  DYNAMIC HT  -           2.556 (meters)       8.39  (feet)  COMP
 JU2232  MODELED GRAV-     980,152.8   (mgal)                       NAVD 88
 JU2232
 JU2232  VERT ORDER  -  FIRST     CLASS II
 JU2232
 JU2232.The horizontal coordinates were scaled from a topographic map and have
 JU2232.an estimated accuracy of +/- 6 seconds.
 JU2232
 JU2232.The orthometric height was determined by differential leveling
 JU2232.and adjusted by the National Geodetic Survey in June 1991..
 JU2232
 JU2232.The geoid height was determined by GEOID03.
 JU2232
 JU2232.The dynamic height is computed by dividing the NAVD 88
 JU2232.geopotential number by the normal gravity value computed on the
 JU2232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2232.degrees latitude (g = 980.6199 gals.).
 JU2232
 JU2232.The modeled gravity was interpolated from observed gravity values.
 JU2232
 JU2232;                    North         East    Units  Estimated Accuracy
 JU2232;SPC NJ       -    92,200.       62,900.      MT  (+/- 180 meters Scaled)
 JU2232
 JU2232                          SUPERSEDED SURVEY CONTROL
 JU2232
 JU2232  NGVD 29 (01/10/92)    2.816  (m)            9.24   (f) ADJUSTED    1 2
 JU2232
 JU2232.Superseded values are not recommended for survey control.
 JU2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2232.See file dsdata.txt to determine how the superseded data were derived.
 JU2232
 JU2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ558900(NAD 83)
 JU2232_MARKER: DB = BENCH MARK DISK
 JU2232_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2232_SP_SET: STAINLESS STEEL ROD
 JU2232_STAMPING: B 82 1979
 JU2232_PROJECTION: PROJECTING 5 CENTIMETERS
 JU2232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2232_ROD/PIPE-DEPTH: 13.1 meters
 JU2232
 JU2232  HISTORY     - Date     Condition        Report By
 JU2232  HISTORY     - 1979     MONUMENTED       NGS
 JU2232  HISTORY     - 19961228 GOOD             USPSQD
 JU2232
 JU2232                          STATION DESCRIPTION
 JU2232
 JU2232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2232'IN PINNSVILLE.
 JU2232'IN PENNSVILLE, 0.35 MILE NORTHEAST ALONG STATE ROUTE 49 FROM THE
 JU2232'POST OFFICE, TO THE MARK ON THE RIGHT, AT THE NORTH CORNER OF THE
 JU2232'MUNICIPAL TOWNSHIP BUILDING OF PENNSVILLE, BETWEEN A 100 YEAR CAPSULE
 JU2232'AND A METAL FLAG POLE, 27 FEET SOUTH OF POWER POLE NUMBER 4332 AT THE
 JU2232'JUNCTION OF ROUTE 49 AND UNION STREET, 24 FEET SOUTHEAST OF THE
 JU2232'SOUTHEAST CURB OF ROUTE 49, 22.7 FEET SOUTHWEST OF THE SOUTHWEST CURB
 JU2232'OF UNION STREET, 24 FEET NORTH OF THE NORTH CORNER OF THE BUILDING,
 JU2232'6.5 FEET NORTHWEST OF THE FLAG POLE, 1.5 FEET SOUTHEAST OF THE
 JU2232'SOUTHEAST FACE OF THE TIME CAPSULE.
 JU2232'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2232
 JU2232                          STATION RECOVERY (1996)
 JU2232
 JU2232'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0940 ***********************************************************************
 JU0940  DESIGNATION -  B 9
 JU0940  PID         -  JU0940
 JU0940  STATE/COUNTY-  NJ/CUMBERLAND
 JU0940  USGS QUAD   -  MILLVILLE (1997)
 JU0940
 JU0940                         *CURRENT SURVEY CONTROL
 JU0940  ___________________________________________________________________
 JU0940* NAD 83(1986)-  39 23 54.     (N)    075 02 18.     (W)     SCALED    
 JU0940* NAVD 88     -        10.740  (meters)      35.24   (feet)  ADJUSTED  
 JU0940  ___________________________________________________________________
 JU0940  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JU0940  DYNAMIC HT  -          10.735 (meters)      35.22  (feet)  COMP
 JU0940  MODELED GRAV-     980,124.2   (mgal)                       NAVD 88
 JU0940
 JU0940  VERT ORDER  -  FIRST     CLASS II
 JU0940
 JU0940.The horizontal coordinates were scaled from a topographic map and have
 JU0940.an estimated accuracy of +/- 6 seconds.
 JU0940
 JU0940.The orthometric height was determined by differential leveling
 JU0940.and adjusted by the National Geodetic Survey in June 1991..
 JU0940
 JU0940.The geoid height was determined by GEOID03.
 JU0940
 JU0940.The dynamic height is computed by dividing the NAVD 88
 JU0940.geopotential number by the normal gravity value computed on the
 JU0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0940.degrees latitude (g = 980.6199 gals.).
 JU0940
 JU0940.The modeled gravity was interpolated from observed gravity values.
 JU0940
 JU0940;                    North         East    Units  Estimated Accuracy
 JU0940;SPC NJ       -    62,860.      103,630.      MT  (+/- 180 meters Scaled)
 JU0940
 JU0940                          SUPERSEDED SURVEY CONTROL
 JU0940
 JU0940  NGVD 29 (04/16/92)   11.072  (m)           36.33   (f) ADJUSTED    1 2
 JU0940
 JU0940.Superseded values are not recommended for survey control.
 JU0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0940.See file dsdata.txt to determine how the superseded data were derived.
 JU0940
 JU0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ966609(NAD 83)
 JU0940_MARKER: DB = BENCH MARK DISK
 JU0940_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0940_SP_SET: BUILDING
 JU0940_STAMPING: 36.548 B 9 1930
 JU0940_MARK LOGO: CGS   
 JU0940_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0940+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 JU0940
 JU0940  HISTORY     - Date     Condition        Report By
 JU0940  HISTORY     - 1930     MONUMENTED       CGS
 JU0940  HISTORY     - 1961     GOOD             CGS
 JU0940  HISTORY     - 1971     GOOD             NJGS
 JU0940  HISTORY     - 1979     GOOD             NGS
 JU0940  HISTORY     - 19840329 GOOD             NGS
 JU0940  HISTORY     - 19950129 GOOD             USPSQD
 JU0940  HISTORY     - 19970719 GOOD             USPSQD
 JU0940  HISTORY     - 20050913 GOOD             NJDEP
 JU0940
 JU0940                          STATION DESCRIPTION
 JU0940
 JU0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0940'AT MILLVILLE.
 JU0940'AT MILLVILLE, CUMBERLAND COUNTY, AT THE POST OFFICE, IN THE
 JU0940'STONEWALL AT THE SOUTHEAST CORNER OF THE BUILDING, AND 3 FEET
 JU0940'ABOVE THE GROUND.  A STANDARD DISK, STAMPED 36.548 B 9 1930 AND
 JU0940'SET VERTICALLY.
 JU0940
 JU0940                          STATION RECOVERY (1971)
 JU0940
 JU0940'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1971
 JU0940'RECOVERED IN GOOD CONDITION.
 JU0940
 JU0940                          STATION RECOVERY (1979)
 JU0940
 JU0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0940'RECOVERED IN GOOD CONDITION.
 JU0940
 JU0940                          STATION RECOVERY (1984)
 JU0940
 JU0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JU0940'RECOVERED IN GOOD CONDITION.
 JU0940
 JU0940                          STATION RECOVERY (1995)
 JU0940
 JU0940'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0940'RECOVERED IN GOOD CONDITION.
 JU0940
 JU0940                          STATION RECOVERY (1997)
 JU0940
 JU0940'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU0940'RECOVERED IN GOOD CONDITION.
 JU0940
 JU0940                          STATION RECOVERY (2005)
 JU0940
 JU0940'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2005 (WM)
 JU0940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4246 ***********************************************************************
 KV4246  DESIGNATION -  B AND W 1931
 KV4246  PID         -  KV4246
 KV4246  STATE/COUNTY-  NJ/HUDSON
 KV4246  USGS QUAD   -  JERSEY CITY (1981)
 KV4246
 KV4246                         *CURRENT SURVEY CONTROL
 KV4246  ___________________________________________________________________
 KV4246* NAD 83(1996)-  40 38 54.92619(N)    074 07 22.06152(W)     ADJUSTED  
 KV4246* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 KV4246  ___________________________________________________________________
 KV4246  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 KV4246  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KV4246
 KV4246  HORZ ORDER  -  SECOND
 KV4246
 KV4246.The horizontal coordinates were established by classical geodetic methods
 KV4246.and adjusted by the National Geodetic Survey in September 1999..
 KV4246
 KV4246.The orthometric height was scaled from a topographic map.
 KV4246
 KV4246.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4246
 KV4246.The geoid height was determined by GEOID03.
 KV4246
 KV4246;                    North         East     Units Scale Factor Converg.
 KV4246;SPC NJ       -   201,595.679   181,901.024   MT  0.99991252   +0 14 44.6
 KV4246;SPC NJ       -   661,401.82    596,786.94   sFT  0.99991252   +0 14 44.6
 KV4246;SPC NY L     -    53,522.777   289,613.948   MT  1.00000105   -0 04 49.1
 KV4246;SPC NY L     -   175,599.31    950,175.09   sFT  1.00000105   -0 04 49.1
 KV4246;UTM  18      - 4,500,118.329   574,165.170   MT  0.99966770   +0 34 17.2
 KV4246
 KV4246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4246!SPC NJ       -   1.00000431  x   0.99991252  =   0.99991683
 KV4246!SPC NY L     -   1.00000431  x   1.00000105  =   1.00000536
 KV4246!UTM  18      -   1.00000431  x   0.99966770  =   0.99967201
 KV4246
 KV4246:                Primary Azimuth Mark                     Grid Az
 KV4246:SPC NJ       -  HEART 1931                               155 39 57.8
 KV4246:SPC NY L     -  HEART 1931                               155 59 31.5
 KV4246:UTM  18      -  HEART 1931                               155 20 25.2
 KV4246
 KV4246|---------------------------------------------------------------------|
 KV4246| PID    Reference Object                     Distance      Geod. Az  |
 KV4246|                                                           dddmmss.s |
 KV4246| KV4418 HEART 1931                          APPROX. 1.7 KM 1555442.4 |
 KV4246|---------------------------------------------------------------------|
 KV4246
 KV4246                          SUPERSEDED SURVEY CONTROL
 KV4246
 KV4246  NAD 83(1996)-  40 38 54.92617(N)    074 07 22.06152(W) AD(       ) 2
 KV4246  NAD 83(1996)-  40 38 54.92529(N)    074 07 22.06190(W) AD(       ) 2
 KV4246  NAD 83(1992)-  40 38 54.92535(N)    074 07 22.06230(W) AD(       ) 2
 KV4246  NAD 83(1986)-  40 38 54.92518(N)    074 07 22.06160(W) AD(       ) 2
 KV4246  NAD 27      -  40 38 54.55300(N)    074 07 23.54700(W) AD(       ) 2
 KV4246
 KV4246.Superseded values are not recommended for survey control.
 KV4246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4246.See file dsdata.txt to determine how the superseded data were derived.
 KV4246
 KV4246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7416500118(NAD 83)
 KV4246_MARKER: DS = TRIANGULATION STATION DISK
 KV4246_SETTING: 0 = UNSPECIFIED SETTING
 KV4246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4246
 KV4246  HISTORY     - Date     Condition        Report By
 KV4246  HISTORY     - 1931     MONUMENTED       CGS
 KV4246  HISTORY     - 19940901 MARK NOT FOUND   USPSQD
 KV4246
 KV4246                          STATION DESCRIPTION
 KV4246
 KV4246'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4246'THIS STATION IS ON THE N SIDE OF KILL VAN KULL, IN THE BABCOCK
 KV4246'AND WILCOX COMPANYS PLANT AT HOBART AVENUE AND 3RD STREET,
 KV4246'BAYONNE.  IT IS LOCATED ATOP THE BULL TOWER OF THE DRUM SHOP,
 KV4246'ON AN ALMOST FLAT ROOF, APPROXIMATELY 75 FEET ABOVE GROUND.
 KV4246'
 KV4246'STATION WAS MARKED BY A STANDARD C. AND G.S. BRONZE DISK STAMPED
 KV4246'B AND W-1931 SET IN THE TOP OF A 7- BY 11-INCH DOME-SHAPED
 KV4246'CONCRETE MONUMENT SECURED TO THE HEAVY WOODEN ROOF PLANKING BY
 KV4246'LAG-SCREWS.  NO REFERENCE MARKS WERE PLACED, AS THE ROOF PLANKING
 KV4246'IS IN SUCH POOR CONDITION AS TO INDICATE REPLACEMENT IN THE
 KV4246'NEAR FUTURE.  REFERENCE MEASUREMENTS WERE TAKEN, AS FOLLOWS--
 KV4246'
 KV4246'TO CENTER OF STEEL FLAGPOLE -- 12.712 METERS.  NORMAL TO N
 KV4246'EDGE OF ROOF 4.100 METERS.
 KV4246'
 KV4246'TO NE CORNER OF ROOF, 4.850 METERS.  NORMAL TO E EDGE OF
 KV4246'ROOF 2.530 METERS.
 KV4246'
 KV4246'THERE IS AMPLE ROOM AND FAIR FOOTING FOR A CENTRAL TRIPOD
 KV4246'SET-UP.  LEAD-BLOCK FOOTINGS ARE RECOMMENDED TO PROHIBIT LEG-SLIP
 KV4246'ON THE TAR AND GRAVEL ROOFING.  THE UNSTABLE WOODEN ROOF
 KV4246'NECESSITATES AN OBSERVERS PLATFORM.
 KV4246
 KV4246                          STATION RECOVERY (1994)
 KV4246
 KV4246'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2826 ***********************************************************************
 KU2826  DESIGNATION -  B TOWER 2 USCA 1940
 KU2826  PID         -  KU2826
 KU2826  STATE/COUNTY-  NJ/MONMOUTH
 KU2826  USGS QUAD   -  SANDY HOOK (1981)
 KU2826
 KU2826                         *CURRENT SURVEY CONTROL
 KU2826  ___________________________________________________________________
 KU2826* NAD 83(1996)-  40 26 26.32838(N)    073 59 04.30221(W)     ADJUSTED  
 KU2826* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KU2826  ___________________________________________________________________
 KU2826  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 KU2826  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KU2826
 KU2826  HORZ ORDER  -  SECOND
 KU2826
 KU2826.The horizontal coordinates were established by classical geodetic methods
 KU2826.and adjusted by the National Geodetic Survey in September 1999..
 KU2826
 KU2826.The orthometric height was scaled from a topographic map.
 KU2826
 KU2826.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2826
 KU2826.The geoid height was determined by GEOID03.
 KU2826
 KU2826;                    North         East     Units Scale Factor Converg.
 KU2826;SPC NJ       -   178,566.035   193,729.583   MT  0.99992353   +0 20 03.7
 KU2826;SPC NJ       -   585,845.40    635,594.47   sFT  0.99992353   +0 20 03.7
 KU2826;UTM  18      - 4,477,161.638   586,121.336   MT  0.99969130   +0 39 31.5
 KU2826
 KU2826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2826!SPC NJ       -   1.00000483  x   0.99992353  =   0.99992836
 KU2826!UTM  18      -   1.00000483  x   0.99969130  =   0.99969613
 KU2826
 KU2826:                Primary Azimuth Mark                     Grid Az
 KU2826:SPC NJ       -  COAST                                    175 06 04.4
 KU2826:UTM  18      -  COAST                                    174 46 36.6
 KU2826
 KU2826|---------------------------------------------------------------------|
 KU2826| PID    Reference Object                     Distance      Geod. Az  |
 KU2826|                                                           dddmmss.s |
 KU2826| KU0828 COAST                               APPROX. 1.7 KM 1752608.1 |
 KU2826| KU2810 SPERMACETI COVE CG FLAGPOLE         APPROX. 1.5 KM 1785353.7 |
 KU2826| KU2811 SPERMACETI COVE CG CUPOLA           APPROX. 1.5 KM 1790552.0 |
 KU2826| KU2819 HIGHLANDS SCHOOL                    APPROX. 4.3 KM 1935203.8 |
 KU2826|---------------------------------------------------------------------|
 KU2826
 KU2826                          SUPERSEDED SURVEY CONTROL
 KU2826
 KU2826  NAD 83(1996)-  40 26 26.32819(N)    073 59 04.30183(W) AD(       ) 2
 KU2826  NAD 83(1986)-  40 26 26.32754(N)    073 59 04.30187(W) AD(       ) 2
 KU2826  NAD 27      -  40 26 25.93900(N)    073 59 05.80900(W) AD(       ) 2
 KU2826
 KU2826.Superseded values are not recommended for survey control.
 KU2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2826.See file dsdata.txt to determine how the superseded data were derived.
 KU2826
 KU2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8612177162(NAD 83)
 KU2826_MARKER: DD = SURVEY DISK
 KU2826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2826_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU2826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU2826+STABILITY: SURFACE MOTION
 KU2826
 KU2826  HISTORY     - Date     Condition        Report By
 KU2826  HISTORY     - 1940     MONUMENTED       LOCENG
 KU2826  HISTORY     - 1962     MARK NOT FOUND   CGS
 KU2826  HISTORY     - 19920728 MARK NOT FOUND   USPSQD
 KU2826
 KU2826                          STATION DESCRIPTION
 KU2826
 KU2826'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (CIA)
 KU2826'STATION IS MARKED WITH A U.S.C.A. DISK, SET IN A CONCRETE POST
 KU2826'ABOUT 12 IN. SQUARE AT THE TOP, AND STAMPED TOWER B 1940.  LOCATED
 KU2826'ON THE FORT HANCOCK MILITARY RESERVATION, 200 YD. NW OF THE RADIO
 KU2826'MASTS IN THE SIGNAL CORPS AREA, ABOUT 250 YD. N OF THE ROAD
 KU2826'LEADING INTO THE SIGNAL CORPS AREA, AND 300 YD. W OF THE HIGH
 KU2826'WATER MARK.  THERE WERE NO REFERENCE MARKS SET.
 KU2826'
 KU2826'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS.
 KU2826
 KU2826                          STATION RECOVERY (1962)
 KU2826
 KU2826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2826'NOT RECOVERED.  NO MARK COULD BE FOUND IN THE BRUSH COVERED
 KU2826'SAND DUNES.
 KU2826
 KU2826                          STATION RECOVERY (1992)
 KU2826
 KU2826'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4361 ***********************************************************************
 JU4361  DESIGNATION -  BABCOCK
 JU4361  PID         -  JU4361
 JU4361  STATE/COUNTY-  NJ/ATLANTIC
 JU4361  USGS QUAD   -  MAYS LANDING (1989)
 JU4361
 JU4361                         *CURRENT SURVEY CONTROL
 JU4361  ___________________________________________________________________
 JU4361* NAD 83(1996)-  39 28 08.10204(N)    074 41 32.71813(W)     ADJUSTED  
 JU4361* NAVD 88     -         9.4    (meters)      31.     (feet)  GPS OBS   
 JU4361  ___________________________________________________________________
 JU4361  X           -   1,301,623.786 (meters)                     COMP
 JU4361  Y           -  -4,755,463.871 (meters)                     COMP
 JU4361  Z           -   4,032,624.591 (meters)                     COMP
 JU4361  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 JU4361  ELLIP HEIGHT-         -24.37  (meters)          (10/23/02) GPS OBS
 JU4361  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JU4361
 JU4361  HORZ ORDER  -  FIRST
 JU4361  ELLP ORDER  -  FOURTH    CLASS I
 JU4361
 JU4361.The horizontal coordinates were established by GPS observations
 JU4361.and adjusted by the National Geodetic Survey in May 1999..
 JU4361
 JU4361.The orthometric height was determined by GPS observations and a
 JU4361.high-resolution geoid model.
 JU4361
 JU4361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4361
 JU4361.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4361
 JU4361.The ellipsoidal height was determined by GPS observations
 JU4361.and is referenced to NAD 83.
 JU4361
 JU4361.The geoid height was determined by GEOID03.
 JU4361
 JU4361;                    North         East     Units Scale Factor Converg.
 JU4361;SPC NJ       -    70,572.104   133,443.432   MT  0.99990337   -0 07 20.3
 JU4361;SPC NJ       -   231,535.31    437,805.66   sFT  0.99990337   -0 07 20.3
 JU4361;UTM  18      - 4,368,860.073   526,457.078   MT  0.99960862   +0 11 43.9
 JU4361
 JU4361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4361!SPC NJ       -   1.00000382  x   0.99990337  =   0.99990719
 JU4361!UTM  18      -   1.00000382  x   0.99960862  =   0.99961244
 JU4361
 JU4361                          SUPERSEDED SURVEY CONTROL
 JU4361
 JU4361  ELLIP H (05/14/99)  -24.34   (m)                       GP(       ) 4 1
 JU4361  NAD 83(1992)-  39 28 08.09260(N)    074 41 32.71778(W) AD(       ) 1
 JU4361
 JU4361.Superseded values are not recommended for survey control.
 JU4361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4361.See file dsdata.txt to determine how the superseded data were derived.
 JU4361
 JU4361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2645768860(NAD 83)
 JU4361_MARKER: DD = SURVEY DISK
 JU4361_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4361_SP_SET: BRIDGE SIDEWALK
 JU4361_STAMPING: BABCOCK 1993
 JU4361_MARK LOGO: HAMTWP
 JU4361_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4361+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2004
 JU4361
 JU4361  HISTORY     - Date     Condition        Report By
 JU4361  HISTORY     - 1993     MONUMENTED       HAMTWP
 JU4361  HISTORY     - 20040731 GOOD             GEOCAC
 JU4361
 JU4361                          STATION DESCRIPTION
 JU4361
 JU4361'DESCRIBED BY HAMILTON TOWNSHIP NEW JERSEY 1993
 JU4361'IN HAMILTON TOWNSHIP ON THE SOUTHWEST SIDE OF U.S. ROUTE 322 AT THE
 JU4361'CROSSING OF BABCOCK CREEK.  TO REACH FROM THE JUNCTION OF U.S. ROUTE
 JU4361'322 AND STATE ROUTE 50 AT MAYS LANDING, GO SOUTHEAST ON U.S. ROUTE
 JU4361'322 FOR 1.8 KM (1.1 MI) TO THE STATION ON THE RIGHT.
 JU4361'A HAMILTON TOWNSHIP SURVEY DISK SET IN A DRILLHOLE IN THE CONCRETE
 JU4361'SIDEWALK, DIRECTLY OVER THE SOUTHEAST ABUTMENT, ON BRIDGE 0119161, AT
 JU4361'MILE POST 47.18.  THE STATION IS 1.04 M (3.41 FT) SOUTHWEST OF THE
 JU4361'SOUTHWEST CURB ON THE BRIDGE, AND 33 CM NORTHWEST OF THE SOUTHEAST
 JU4361'END OF THE BRIDGE SIDEWALK.
 JU4361
 JU4361                          STATION RECOVERY (2004)
 JU4361
 JU4361'RECOVERY NOTE BY GEOCACHING 2004 (STC)
 JU4361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2981 ***********************************************************************
 JU2981  CBN         -  This is a Cooperative Base Network Control Station.
 JU2981  DESIGNATION -  BACARDI
 JU2981  PID         -  JU2981
 JU2981  STATE/COUNTY-  NJ/CUMBERLAND
 JU2981  USGS QUAD   -  FIVE POINTS (1994)
 JU2981
 JU2981                         *CURRENT SURVEY CONTROL
 JU2981  ___________________________________________________________________
 JU2981* NAD 83(1996)-  39 25 20.23126(N)    074 57 06.61989(W)     ADJUSTED  
 JU2981* NAVD 88     -        32.2    (meters)     106.     (feet)  GPS OBS   
 JU2981  ___________________________________________________________________
 JU2981  X           -   1,280,937.817 (meters)                     COMP
 JU2981  Y           -  -4,764,501.805 (meters)                     COMP
 JU2981  Z           -   4,028,641.060 (meters)                     COMP
 JU2981  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 JU2981  ELLIP HEIGHT-          -1.72  (meters)          (09/24/01) GPS OBS
 JU2981  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JU2981
 JU2981  HORZ ORDER  -  B
 JU2981  ELLP ORDER  -  FOURTH    CLASS I
 JU2981
 JU2981.The horizontal coordinates were established by GPS observations
 JU2981.and adjusted by the National Geodetic Survey in July 1997..
 JU2981
 JU2981.The orthometric height was determined by GPS observations and a
 JU2981.high-resolution geoid model.
 JU2981
 JU2981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2981
 JU2981.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2981
 JU2981.The ellipsoidal height was determined by GPS observations
 JU2981.and is referenced to NAD 83.
 JU2981
 JU2981.The geoid height was determined by GEOID03.
 JU2981
 JU2981;                    North         East     Units Scale Factor Converg.
 JU2981;SPC NJ       -    65,475.229   111,096.362   MT  0.99991863   -0 17 13.0
 JU2981;SPC NJ       -   214,813.31    364,488.65   sFT  0.99991863   -0 17 13.0
 JU2981;SPC DE       -   157,990.319   240,025.802   MT  1.00001472   +0 17 42.7
 JU2981;SPC DE       -   518,339.90    787,484.65   sFT  1.00001472   +0 17 42.7
 JU2981;UTM  18      - 4,363,640.975   504,145.455   MT  0.99960021   +0 01 50.1
 JU2981
 JU2981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2981!SPC NJ       -   1.00000027  x   0.99991863  =   0.99991890
 JU2981!SPC DE       -   1.00000027  x   1.00001472  =   1.00001499
 JU2981!UTM  18      -   1.00000027  x   0.99960021  =   0.99960048
 JU2981
 JU2981:                Primary Azimuth Mark                     Grid Az
 JU2981:SPC NJ       -  LANDISVILLE WATER TANK BLACK             007 08 34.6
 JU2981:SPC DE       -  LANDISVILLE WATER TANK BLACK             006 33 38.9
 JU2981:UTM  18      -  LANDISVILLE WATER TANK BLACK             006 49 31.5
 JU2981
 JU2981|---------------------------------------------------------------------|
 JU2981| PID    Reference Object                     Distance      Geod. Az  |
 JU2981|                                                           dddmmss.s |
 JU2981| JU3003 LANDISVILLE WATER TANK BLACK        APPROX.11.5 KM 0065121.6 |
 JU2981| CB1204 BACARDI RM 1                         33.008 METERS 06919     |
 JU2981| CB1203 BACARDI AZ MK                                      1450608.5 |
 JU2981| CB1205 BACARDI RM 2                         67.725 METERS 34030     |
 JU2981|---------------------------------------------------------------------|
 JU2981
 JU2981                          SUPERSEDED SURVEY CONTROL
 JU2981
 JU2981  ELLIP H (07/24/97)   -1.71   (m)                       GP(       ) 3 2
 JU2981  ELLIP H (04/04/94)   -1.76   (m)                       GP(       ) 3 1
 JU2981  ELLIP H (12/31/92)   -1.76   (m)                       GP(       ) 4 1
 JU2981  NAD 83(1992)-  39 25 20.23029(N)    074 57 06.61961(W) AD(       ) B
 JU2981  ELLIP H (10/07/92)   -1.76   (m)                       GP(       ) 4 1
 JU2981  NAD 83(1991)-  39 25 20.22172(N)    074 57 06.61827(W) AD(       ) 1
 JU2981  ELLIP H (01/27/92)   -1.82   (m)                       GP(       ) 4 1
 JU2981  NAD 83(1986)-  39 25 20.21179(N)    074 57 06.61893(W) AD(       ) 1
 JU2981  NAD 27      -  39 25 19.79900(N)    074 57 08.00000(W) AD(       ) 1
 JU2981  NGVD 29 (06/12/91)   32.5    (m)          107.     (f) GPS OBS        
 JU2981
 JU2981.Superseded values are not recommended for survey control.
 JU2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2981.See file dsdata.txt to determine how the superseded data were derived.
 JU2981
 JU2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0414563641(NAD 83)
 JU2981_MARKER: DS = TRIANGULATION STATION DISK
 JU2981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2981_SP_SET: CONCRETE POST
 JU2981_STAMPING: BACARDI 1935
 JU2981_MARK LOGO: CGS   
 JU2981_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2981+STABILITY: SURFACE MOTION
 JU2981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2981+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 JU2981
 JU2981  HISTORY     - Date     Condition        Report By
 JU2981  HISTORY     - 1935     MONUMENTED       CGS
 JU2981  HISTORY     - 1935     GOOD             CGS
 JU2981  HISTORY     - 19900814 GOOD             NJGS
 JU2981  HISTORY     - 19901121 GOOD             NGS
 JU2981  HISTORY     - 19911206 GOOD             NJGS
 JU2981  HISTORY     - 19911206 GOOD             NJGS
 JU2981  HISTORY     - 19920420 GOOD             NGS
 JU2981  HISTORY     - 19930602 GOOD             NJGS
 JU2981  HISTORY     - 19940830 GOOD             NJGS
 JU2981  HISTORY     - 19970108 GOOD             NJGS
 JU2981  HISTORY     - 20001003 GOOD             NJGS
 JU2981  HISTORY     - 20001121 GOOD             NJGS
 JU2981  HISTORY     - 20050215 GOOD             GEOCAC
 JU2981
 JU2981                          STATION DESCRIPTION
 JU2981
 JU2981'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU2981'THE STATION IS 4.7 MILES (AIRLINE) EAST-NORTHEAST OF MILLVILLE
 JU2981'ON THE BOUNDARY BETWEEN THE PROPERTIES OF S. ARCARDI AND
 JU2981'M. BARRUGGA, 31 PACES SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 JU2981'OF THE ARCARDI HOME, 24 PACES WEST OF THE NORTHWEST CORNER OF
 JU2981'THE ARCARDI POTATO HOUSE, AND 13 PACES SOUTHWEST OF A 10-INCH
 JU2981'APPLE TREE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED BACARDI
 JU2981'1935.  NOTES 1A AND 7A.
 JU2981'
 JU2981'TO REACH THE STATION FROM THE RAILROAD STATION IN MILLVILLE
 JU2981'AT THE CORNER OF HIGH AND BROAD STREETS, GO EASTWARD ON BROAD
 JU2981'STREET (THE MAYS LANDING ROAD) FOLLOWING THE MAYS LANDING ROAD
 JU2981'FOR 4.1 MILES TO A SMALL CREEK (MANANTICO CREEK).  CONTINUE AHEAD
 JU2981'FOR 0.8 MILE TO THE DRIVEWAY TO THE ARCARDI HOME (A FRAME
 JU2981'BUNGALOW), TURN RIGHT INTO THE DRIVEWAY FOR 0.05 MILE TO HIS
 JU2981'HOUSE ON THE LEFT AND THE STATION ON THE RIGHT.
 JU2981'
 JU2981'REFERENCE MARK NO. 1 IS 33.008 METERS (108.35 FEET)
 JU2981'EAST-NORTHEAST OF THE STATION, ON THE PROPERTY OF S. ARCARDI, IN
 JU2981'THE CORNER OF THE WEST SIDE OF THE ENTRANCE TO A CELLAR AND THE
 JU2981'SOUTH SIDE OF THE ARCARDI HOME, 13.5 INCHES SOUTH OF THE SOUTH
 JU2981'SIDE OF THE ARCARDI HOME, 13 INCHES FROM THE WEST EDGE OF THE
 JU2981'ENTRANCE TO A CELLAR, 7.3 FEET EAST OF THE SOUTHWEST CORNER OF
 JU2981'THE ARCARDI HOME.  THE MARK PROJECTS 2 INCHES AND IS STAMPED
 JU2981'BACARDI NO 1 1935.  NOTE 11A.
 JU2981'
 JU2981'REFERENCE MARK NO. 2 IS 67.725 METERS (222.19 FEET) NORTHWEST
 JU2981'OF THE STATION, ON THE BOUNDARY LINE BETWEEN THE PROPERTIES OF
 JU2981'S. ARCARDI AND M. BARRUGGA, 38 PACES WEST-SOUTHWEST OF THE
 JU2981'CENTERLINE OF A MACADAM ROAD.  THE MARK PROJECTS 6 INCHES AND IS
 JU2981'STAMPED BACARDI NO 2 1935.  NOTE 11A.
 JU2981'
 JU2981'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTHEAST OF THE
 JU2981'STATION, AT THE NORTHERN EDGE OF A SCRUB OAK WOODS, 8 PACES EAST
 JU2981'OF A DIM WOODS ROAD, AND 4 PACES WEST-SOUTHWEST OF A SMALL LOW
 JU2981'SHED.  THE MARK PROJECTS 4 INCHES AND IS STAMPED BACARDI AZ MK
 JU2981'1935.  NOTE 11A.
 JU2981'
 JU2981'THE DISTANCE BETWEEN THE REFERENCE MARKS COULD NOT BE MEASURED
 JU2981'AS THE ARCARDI HOME IS ON LINE.
 JU2981'
 JU2981'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 JU2981
 JU2981                          STATION RECOVERY (1935)
 JU2981
 JU2981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 JU2981'RECOVERED IN GOOD CONDITION.
 JU2981
 JU2981                          STATION RECOVERY (1990)
 JU2981
 JU2981'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2981'THE STATION IS LOCATED ABOUT 7.6 KM (4.7 MI) NORTHEAST OF MILLVILLE,
 JU2981'12.15 KM (7.55 MI) EAST NORTHEAST OF STATE HIGHWAY 55 EXIT 29, ON THE
 JU2981'EAST SIDE OF VINELAND AND ON THE WEST SIDE OF A FRAME HOUSE WITH A
 JU2981'DIRT LANE LEADING SOUTH.  OWNERSHIP  MR. ROBERT FERRARI, 2025
 JU2981'CORNUCOPIA AVENUE, VINELAND, NJ 08360, PHONE 609 691 1006 OR 609 696
 JU2981'5683.  TO REACH THE STATION FROM THE JUNCTION OF THE SOUTHBOUND LANE
 JU2981'OF STATE HIGHWAY 55, EXIT 29 AND COUNTY ROAD 552 ON THE EAST SIDE OF
 JU2981'VINELAND, GO EAST ON COUNTY ROAD 552, SHERMAN AVENUE, FOR 9.98 KM
 JU2981'(6.20 MI) TO A STOP SIGN AT A TEE INTERSECTION OF COUNTY ROAD 552
 JU2981'WITH COUNTY RAOD 552 SPUR, MAYS LANDING ROAD.  TURN LEFT AND GO EAST
 JU2981'ON COUNTY ROAD 552 SPUR FOR 2.17 KM (1.35 MI) TO A DIRT DRIVEWAY
 JU2981'LEADING TO A FRAME HOUSE AND A CELLULAR PHONE TOWER.  TURN RIGHT AND
 JU2981'GO SOUTH ON THE DIRT DRIVE FOR 38.1 M (125.0 FT) TO A FORK IN THE
 JU2981'DRIVE.  BEAR RIGHT ON THE DIRT DRIVE AND GO 4.57 M (14.99 FT) TO THE
 JU2981'STATION ON THE RIGHT.  THE STATION IS 36.4 M (119.4 FT) SOUTHWEST
 JU2981'FROM A POWER POLE IN THE FRONT YARD OF THE FRAME HOUSE AND WITH POWER
 JU2981'LINES LEADING TO THE HOUSE, 30.5 M (100.1 FT) WEST FROM THE SOUTHWEST
 JU2981'CORNER OF THE HOUSE, 6.9 M (22.6 FT) WEST FROM THE CENTER OF THE DIRT
 JU2981'DRIVE LEADING TO THE CELLULAR PHONE TOWER AND 0.35 M (1.15 FT) NORTH
 JU2981'FROM A FIBERGLASS CARSONITE WITNESS POST.  THE STATION PROJECTS 0.18
 JU2981'M (0.59 FT) ABOVE THE GROUND.
 JU2981
 JU2981                          STATION RECOVERY (1990)
 JU2981
 JU2981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU2981'THE STATION IS LOCATED ABOUT 7.6 KM (4.7 MI) NORTHEAST OF MILLVILLE,
 JU2981'12.15 KM (7.55 MI) EAST-NORTHEAST OF STATE HIGHWAY 55 EXIT 29, ON THE
 JU2981'EAST SIDE OF VINELAND AND ON THE WEST SIDE OF A FRAME HOUSE WITH A
 JU2981'DIRT ROAD LEADING SOUTH.  OWNERSHIP--ROBERT FERRARI, 2025 CORNUCOPIA
 JU2981'AVENUE, VINELAND, NJ 08360, PHONE 609-691-1006 OR 609-696-5683.
 JU2981'TO REACH THE STATION FROM THE JUNCTION OF THE SOUTHBOUND LANE OF STATE
 JU2981'HIGHWAY 55 (EXIT 29) AND COUNTY ROAD 552 ON THE EAST SIDE OF
 JU2981'VINELAND, GO EAST ON COUNTY ROAD 552 (SHERMAN ROAD) FOR 9.98 KM
 JU2981'(6.20 MI) TO A STOP SIGN AT THE T-JUNCTION OF COUNTY ROAD 552 AND 552
 JU2981'SPUR (MAYSLANDING ROAD), TURN LEFT, EASTERLY, AND CONTINUE ON COUNTY
 JU2981'ROAD 552 FOR 2.17 KM (1.35 MI) TO A DIRT DRIVEWAY LEADING TO A FRAME
 JU2981'HOUSE AND A RADIO TOWER, TURN RIGHT, SOUTH, ON THE DIRT DRIVE FOR
 JU2981'ABOUT 38.1 M (125.0 FT) TO A FORK IN THE DRIVE, BEAR RIGHT ON THE
 JU2981'DIRT DRIVE FOR ABOUT 45.72 M (150.00 FT) TO THE STATION ON THE RIGHT.
 JU2981'THE STATION IS PROJECTING ABOUT 0.18 M (0.59 FT) ABOVE THE GROUND AND
 JU2981'LOCATED 36.4 M (119.4 FT) SOUTHWEST OF A POWER POLE IN THE FRONT YARD
 JU2981'OF THE FRAME HOUSE AND WITH POWER LINES LEADING TO THE HOUSE, 30.5 M
 JU2981'(100.1 FT) WEST OF THE SOUTHWEST CORNER OF THE HOUSE, 6.9 M
 JU2981'(22.6 FT) WEST OF THE CENTER OF THE DIRT ROAD LEADING SOUTH TO A
 JU2981'RADIO TOWER AND 0.35 M (1.15 FT) NORTH OF A FIBERGLASS WITNESS POST.
 JU2981
 JU2981                          STATION RECOVERY (1991)
 JU2981
 JU2981'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 JU2981'THE STATION IS LOCATED ABOUT 7.6 KM (4.72 MI) NORTHEAST OF MILLVILLE,
 JU2981'12.15 KM (7.55 MI) EAST NORTHEAST OF STATE HIGHWAY 55 EXIT 29, ON THE
 JU2981'EAST SIDE OF VINELAND AND ON THE WEST SIDE OF A FRAME HOUSE WITH A
 JU2981'DIRT LANE LEADING SOUTH.  OWNERSHIP  MR. ROBERT FERRARI, 2025
 JU2981'CORNUCOPIA AVENUE, VINELAND, NJ 08360, PHONE  609 691 1006 OR 609 696
 JU2981'5683.  TO REACH THE STATION FROM THE JUNCTION OF THE SOUTHBOUND LANE
 JU2981'OF STATE HIGHWAY 55, EXIT 29 AND COUNTY ROAD 552 ON THE EAST SIDE OF
 JU2981'VINELAND, GO EAST ON COUNTY ROAD 552, SHERMAN AVENUE, FOR 9.98 KM
 JU2981'(6.20 MI) TO A STOP SIGN AT A TEE INTERSECTION OF COUNTY ROAD 552
 JU2981'WITH COUNTY ROAD 552 SPUR, MAYS LANDING ROAD.  TURN LEFT AND GO EAST
 JU2981'ON COUNTY ROAD 552 SPUR FOR 2.17 KM (1.35 MI) TO A DIRT DRIVEWAY
 JU2981'LEADING TO A FRAME HOUSE AND A CELLULAR PHONE TOWER.  TURN RIGHT AND
 JU2981'GO SOUTH ON THE DIRT DRIVE FOR 38.1 M (125.00 FT) TO A FORK IN THE
 JU2981'DRIVE.  BEAR RIGHT ON THE DIRT DRIVE AND GO 4.57 M (14.99 FT) TO THE
 JU2981'STATION ON THE RIGHT.  THE STATION IS 36.4 M (119.42 FT) SOUTHWEST
 JU2981'FROM A POWER POLE IN THE FRONT YARD OF THE FRAME HOUSE AND WITH POWER
 JU2981'LINES LEADING TO THE HOUSE, 30.5 M (100.07 FT) WEST FROM THE
 JU2981'SOUTHWEST CORNER OF THE HOUSE, 6.9 M (22.64 FT) WEST FROM THE CENTER
 JU2981'OF THE DIRT DRIVE LEADING SOUTH TO A CELLULAR PHONE TOWER AND 0.35 M
 JU2981'(1.15 FT) NORTH FROM A FIBERGLASS CARSONITE WITNESS POST.  THE
 JU2981'STATION PROJECTS 0.18 M (0.59 FT) ABOVE THE GROUND.
 JU2981
 JU2981                          STATION RECOVERY (1991)
 JU2981
 JU2981'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 JU2981'THE STATION IS LOCATED ABOUT 7.6 KM (4.7 MI) NORTHEAST OF MILLVILLE,
 JU2981'12.15 KM (7.55 MI) EAST NORTHEAST OF STATE HIGHWAY 55 EXIT 29, ON THE
 JU2981'EAST SIDE OF VINELAND AND ON THE WEST SIDE OF A FRAME HOUSE WITH A
 JU2981'DIRT LANE LEADING SOUTH.  OWNERSHIP MR. ROBERT FERRARI, 2025
 JU2981'CORNUCOPIA AVENUE, VINELAND, N.J. 08360, PHONE 609 696 5683.  TO
 JU2981'REACH THE STATION FROM THE JUNCTION OF THE SOUTHBOUND LANE OF STATE
 JU2981'HIGHWAY 55, EXIT 29 AND COUNTY ROAD 552 ON THE EAST SIDE OF VINELAND,
 JU2981'GO 9.98 KM (6.20 MI) EAST ON COUNTY ROAD 552, SHERMAN AVENUE, TO THE
 JU2981'STOP SIGN AT MAYS LANDING ROAD, COUNTY ROAD 552 SPUR, A TEE
 JU2981'INTERSECTION.  TURN LEFT AND GO 2.17 KM (1.35 MI) EAST ON COUNTY ROAD
 JU2981'552 SPUR TO A DIRT DRIVEWAY LEADING TO A FRAME HOUSE AND A CELLULAR
 JU2981'PHONE TOWER.  TURN RIGHT AND GO 38.1 M (125.0 FT) SOUTH ON THE DIRT
 JU2981'DRIVEWAY TO A FORK.  BEAR RIGHT AND GO 4.57 M (14.99 FT) TO THE
 JU2981'STATION ON THE RIGHT.  THE STATION IS 36.4 M (119.4 FT) SOUTHWEST
 JU2981'FROM THE POWER POLE WITH ELECTRIC SERVICE TO THE HOUSE, 30.5 M
 JU2981'(100.1 FT) WEST FROM THE SOUTHWEST CORNER OF THE HOUSE, 6.9 M
 JU2981'(22.6 FT) WEST FROM THE CENTER OF THE DIRT DRIVE LEADING SOUTH TO THE
 JU2981'PHONE TOWER AND 0.35 M (1.15 FT) NORTH FROM A CARSONITE WITNESS POST.
 JU2981'THE STATION PROJECTS 0.18 M (0.59 FT) ABOVE THE GROUND.
 JU2981
 JU2981                          STATION RECOVERY (1992)
 JU2981
 JU2981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 JU2981'STATION IS LOCATED ABOUT 9.6 KM (5.97 MI) EAST OF MILLVILLE, 2.17 KM
 JU2981'(1.35 MI) EAST OF THE JUNCTION OF COUNTY ROAD 552 AND COUNTY ROAD 552
 JU2981'SPUR, ON THE SOUTH SIDE OF COUNTY ROAD 552, AND JUST NORTH OF A
 JU2981'CELLULAR TELEPHONE MAST.  OWNERSHIP--ROBERT FERRARI, TELEPHONE
 JU2981'609-696-5683.
 JU2981'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 552 SPUR (MAYS
 JU2981'LANDING ROAD) LEADING WEST, AND COUNTY ROAD 552 WEST (SHERMAN AVENUE)
 JU2981'LEADING NORTH, EAST OF MILLVILLE, GO EAST ON MAYS LANDING ROAD FOR
 JU2981'2.17 KM (1.35 MI) TO A SAND DRIVE ON THE RIGHT LEADING SOUTH TO THE
 JU2981'WEST SIDE OF A BROWN SHINGLE SIDED FRAME HOUSE WITH A SMALL PORCH.
 JU2981'TURN RIGHT, SOUTH, ON THE SAND DRIVE FOR ABOUT 70 M (229.66 FT) AND
 JU2981'THE STATION ON THE RIGHT.
 JU2981'STATION IS 7 M (22.97 FT) WEST FROM THE APPROXIMATE CENTER OF THE SAND
 JU2981'DRIVE, 30 M (98.42 FT) WEST FROM THE SOUTHWEST CORNER OF THE HOUSE,
 JU2981'36 M (118.11 FT) SOUTHWEST FROM A POWERLINE POLE LOCATED IN FRONT
 JU2981'YARD OF HOUSE, 66.4 M (217.85 FT) SOUTH-SOUTHEAST FROM RM2, 0.31 M
 JU2981'(1.02 FT) NORTH FROM A FIBERGLASS WITNESS POST AND ABOUT 0.39 M
 JU2981'(1.28 FT) ABOVE THE LEVEL OF THE GROUND.
 JU2981
 JU2981                          STATION RECOVERY (1993)
 JU2981
 JU2981'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 JU2981'THE STATION IS LOCATED ABOUT 7.6 KM (4.7 MI) NORTHEAST OF MILLVILLE,
 JU2981'12.15 KM (7.55 MI) EAST NORTHEAST OF STATE HIGHWAY 55 EXIT 29, ON THE
 JU2981'EAST SIDE OF VINELAND AND ON THE WEST SIDE OF A FRAME HOUSE WITH A
 JU2981'DIRT LANE LEADING SOUTH.  OWNERSHIP MR. ROBERT FERRARI, 2025
 JU2981'CORNUCOPIA AVENUE, VINELAND, N.J. 08360, PHONE 609 696 5683.  TO
 JU2981'REACH THE STATION FROM THE JUNCTION OF THE SOUTHBOUND LANE OF STATE
 JU2981'HIGHWAY 55, EXIT 29 AND COUNTY ROAD 552 ON THE EAST SIDE OF VINELAND,
 JU2981'GO 9.98 KM (6.20 MI) EAST ON COUNTY ROAD 552, SHERMAN AVENUE, TO THE
 JU2981'STOP SIGN AT MAYS LANDING ROAD, COUNTY ROAD 552 SPUR, A TEE
 JU2981'INTERSECTION.  TURN LEFT AND GO 2.17 KM (1.35 MI) EAST ON COUNTY ROAD
 JU2981'552 SPUR TO A DIRT DRIVEWAY LEADING TO A FRAME HOUSE AND A CELLULAR
 JU2981'PHONE TOWER.  TURN RIGHT AND GO 38.1 M (125.0 FT) SOUTH ON THE DIRT
 JU2981'DRIVEWAY TO A FORK.  BEAR RIGHT AND GO 4.57 M (14.99 FT) TO THE
 JU2981'STATION ON THE RIGHT.  THE STATION IS 36.4 M (119.4 FT) SOUTHWEST
 JU2981'FROM THE POWER POLE WITH ELECTRIC SERVICE TO THE HOUSE, 30.5 M
 JU2981'(100.1 FT) WEST FROM THE SOUTHWEST CORNER OF THE HOUSE, 6.9 M
 JU2981'(22.6 FT) WEST FROM THE CENTER OF THE DIRT DRIVE LEADING SOUTH TO THE
 JU2981'PHONE TOWER AND 0.35 M (1.15 FT) NORTH FROM A CARSONITE WITNESS POST.
 JU2981'THE STATION PROJECTS 0.18 M (0.59 FT) ABOVE THE GROUND.
 JU2981
 JU2981                          STATION RECOVERY (1994)
 JU2981
 JU2981'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 JU2981'THE STATION IS LOCATED ABOUT 7.6 KM (4.70 MI) NORTHEAST OF MILLVILLE,
 JU2981'12.15 KM (7.55 MI) EAST NORTHEAST OF STATE HIGHWAY 55 EXIT 29, ON THE
 JU2981'EAST SIDE OF VINELAND AND ON THE WEST SIDE OF A FRAME HOUSE WITH A
 JU2981'DIRT LANE LEADING SOUTH.  OWNERSHIP  MR. ROBERT FERRARI, 2025
 JU2981'CORNUCOPIA AVENUE, VINELAND, NJ 08360, PHONE 609 691 1006 OR 609 696
 JU2981'5683.  TO REACH THE STATION FROM THE JUNCTION OF THE SOUTHBOUND LANE
 JU2981'OF STATE HIGHWAY 55, EXIT 29 AND COUNTY ROAD 552 ON THE EAST SIDE OF
 JU2981'VINELAND, GO EAST ON COUNTY ROAD 552, SHERMAN AVENUE, FOR 9.98 KM
 JU2981'(6.20 MI) TO A STOP SIGN AT A TEE INTERSECTION OF COUNTY ROAD 552 WITH
 JU2981'COUNTY RAOD 552 SPUR, MAYS LANDING ROAD.  TURN LEFT AND GO EAST ON
 JU2981'COUNTY ROAD 552 SPUR FOR 2.17 KM (1.35 MI) TO A DIRT DRIVEWAY LEADING
 JU2981'TO A FRAME HOUSE AND A CELLULAR PHONE TOWER.  TURN RIGHT AND GO SOUTH
 JU2981'ON THE DIRT DRIVE FOR 38.1 M (125.0 FT) TO A FORK IN THE DRIVE.  BEAR
 JU2981'RIGHT ON THE DIRT DRIVE AND GO 4.57 M (14.99 FT) TO THE STATION ON THE
 JU2981'RIGHT.  THE STATION IS 36.4 M (119.4 FT) SOUTHWEST FROM A POWER POLE
 JU2981'IN THE FRONT YARD OF THE FRAME HOUSE AND WITH POWER LINES LEADING TO
 JU2981'THE HOUSE, 30.5 M (100.1 FT) WEST FROM THE SOUTHWEST CORNER OF THE
 JU2981'HOUSE, 6.9 M (22.6 FT) WEST FROM THE CENTER OF THE DIRT DRIVE LEADING
 JU2981'TO THE CELLULAR PHONE TOWER AND 0.35 M (1.15 FT) NORTH FROM A
 JU2981'FIBERGLASS CARSONITE WITNESS POST.  THE STATION PROJECTS 0.18 M (0.59
 JU2981'FT) ABOVE THE GROUND.
 JU2981
 JU2981                          STATION RECOVERY (1997)
 JU2981
 JU2981'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (FAC)
 JU2981'RECOVERED AS DESCRIBED.
 JU2981
 JU2981                          STATION RECOVERY (2000)
 JU2981
 JU2981'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (ECB)
 JU2981'RECOVERED AS DESCRIBED.
 JU2981'
 JU2981
 JU2981                          STATION RECOVERY (2000)
 JU2981
 JU2981'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (WHP)
 JU2981'RECOVERED AS DESCRIBED.
 JU2981
 JU2981                          STATION RECOVERY (2005)
 JU2981
 JU2981'RECOVERY NOTE BY GEOCACHING 2005 (RDO)
 JU2981'MARK WAS RECOVERED USING 1994 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2836 ***********************************************************************
 JU2836  DESIGNATION -  BAGWELL
 JU2836  PID         -  JU2836
 JU2836  STATE/COUNTY-  NJ/ATLANTIC
 JU2836  USGS QUAD   -  PLEASANTVILLE (1994)
 JU2836
 JU2836                         *CURRENT SURVEY CONTROL
 JU2836  ___________________________________________________________________
 JU2836* NAD 83(1996)-  39 27 45.63528(N)    074 35 34.46776(W)     ADJUSTED  
 JU2836* NAVD 88     -        23.7    (meters)      78.     (feet)  GPS OBS   
 JU2836  ___________________________________________________________________
 JU2836  X           -   1,310,001.254 (meters)                     COMP
 JU2836  Y           -  -4,753,631.145 (meters)                     COMP
 JU2836  Z           -   4,032,098.733 (meters)                     COMP
 JU2836  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 JU2836  ELLIP HEIGHT-         -10.14  (meters)          (10/23/02) GPS OBS
 JU2836  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JU2836
 JU2836  HORZ ORDER  -  FIRST
 JU2836  ELLP ORDER  -  FOURTH    CLASS I
 JU2836
 JU2836.This mark is at Atlantic City Intl Airport (ACY)
 JU2836
 JU2836.The horizontal coordinates were established by GPS observations
 JU2836.and adjusted by the National Geodetic Survey in May 1999..
 JU2836
 JU2836.The orthometric height was determined by GPS observations and a
 JU2836.high-resolution geoid model.
 JU2836
 JU2836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2836
 JU2836.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2836
 JU2836.The ellipsoidal height was determined by GPS observations
 JU2836.and is referenced to NAD 83.
 JU2836
 JU2836.The geoid height was determined by GEOID03.
 JU2836
 JU2836;                    North         East     Units Scale Factor Converg.
 JU2836;SPC NJ       -    69,865.744   142,005.217   MT  0.99990079   -0 03 32.6
 JU2836;SPC NJ       -   229,217.86    465,895.45   sFT  0.99990079   -0 03 32.6
 JU2836;UTM  18      - 4,368,201.405   535,020.164   MT  0.99961510   +0 15 31.5
 JU2836
 JU2836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2836!SPC NJ       -   1.00000159  x   0.99990079  =   0.99990238
 JU2836!UTM  18      -   1.00000159  x   0.99961510  =   0.99961669
 JU2836
 JU2836|---------------------------------------------------------------------|
 JU2836| PID    Reference Object                     Distance      Geod. Az  |
 JU2836|                                                           dddmmss.s |
 JU2836| JU2835 M  31                                 7.260 METERS 06056     |
 JU2836| JU2833 FAA                                 APPROX. 2.7 KM 1221511.2 |
 JU2836| CB1206 BAGWELL RM 1                         10.824 METERS 15019     |
 JU2836|---------------------------------------------------------------------|
 JU2836
 JU2836                          SUPERSEDED SURVEY CONTROL
 JU2836
 JU2836  ELLIP H (05/14/99)  -10.12   (m)                       GP(       ) 4 1
 JU2836  NAD 83(1992)-  39 27 45.63608(N)    074 35 34.47556(W) AD(       ) 1
 JU2836  ELLIP H (10/07/92)  -10.42   (m)                       GP(       ) 4 2
 JU2836  NAD 83(1986)-  39 27 45.62239(N)    074 35 34.45892(W) AD(       ) 2
 JU2836  NAD 27      -  39 27 45.20731(N)    074 35 35.90973(W) AD(       ) 2
 JU2836  NGVD 29 (07/19/86)   24.00   (m)           78.7    (f) LEVELING    3  
 JU2836
 JU2836.Superseded values are not recommended for survey control.
 JU2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2836.See file dsdata.txt to determine how the superseded data were derived.
 JU2836
 JU2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3502068201(NAD 83)
 JU2836_MARKER: DD = SURVEY DISK
 JU2836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2836_SP_SET: CONCRETE POST
 JU2836_STAMPING: BAGWELL 1980
 JU2836_MARK LOGO: FAA   
 JU2836_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2836+STABILITY: SURFACE MOTION
 JU2836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2836+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1993
 JU2836
 JU2836  HISTORY     - Date     Condition        Report By
 JU2836  HISTORY     - 1980     MONUMENTED       LOCSUR
 JU2836  HISTORY     - 1980     GOOD             FAA
 JU2836  HISTORY     - 19911206 GOOD             NJGS
 JU2836  HISTORY     - 19930602 GOOD             NJGS
 JU2836
 JU2836                          STATION DESCRIPTION
 JU2836
 JU2836'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (CL)
 JU2836'THE STATION IS ON THE PROPERTY OF THE FEDERAL AVIATION ADMINISTRATION
 JU2836'TECHNICAL CENTER (FORMERLY NAFEC) IN ATLANTIC COUNTY, NEW JERSEY,
 JU2836'APPROXIMATELY 11 MILES WEST OF ATLANTIC CITY AND TWO MILES SOUTH OF
 JU2836'POMONA.
 JU2836'
 JU2836'THE STATION MARK IS A STANDARD FAA TECH CENTER THREE INCH DISC SET IN
 JU2836'THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT PROTRUDING TWO INCHES
 JU2836'ABOVE GROUND.  IT IS 213 FEET EAST OF THE NORTH TO SOUTH BASE
 JU2836'PERIMETER FENCE, PARALLEL TO TILTON ROAD, 338 FEET S.E. OF THE CENTER
 JU2836'OF A.O.A. (AIRPORT OPERATION AREA) GATE NO. 6, 63 FEET SOUTH OF THE
 JU2836'CENTER OF AN 18 FOOT WIDE GRAVEL ROAD AND 19 FEET NORTH OF THE CORNER
 JU2836'OF A WOODS.  THE SURFACE AND UNDERGROUND MARKS ARE STAMPED BAGWELL
 JU2836'1980.
 JU2836'
 JU2836'REFERENCE MARK NO. 1 - IS A STANDARD FAA TECH CENTER THREE INCH DISC
 JU2836'SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH
 JU2836'THE GROUND.  RM NO 1, IS 221 FEET EAST OF A NORTH TO SOUTH BASE
 JU2836'PERIMETER FENCE PARALLEL TO TILTON ROAD, 81 FEET SOUTH OF THE CENTER
 JU2836'OF AN 18 FOOT WIDE GRAVEL ROAD, AND 10 FEET EAST OF THE EAST EDGE OF
 JU2836'THE WOODS.  IT IS 35.51 FEET S.E. OF THE MAIN STATION AND 42.55 FEET
 JU2836'SOUTH OF FAA STATION M -31 AND IS STAMPED BAGWELL NO 1 - 1980.
 JU2836'
 JU2836'REFERENCE MARK NO. 2- IS AN FAA TECH CENTER MONUMENT SET FLUSH WITH
 JU2836'THE GROUND AND SURROUNDED BY FOUR WITNESS POSTS.  IT IS A 5 INCH
 JU2836'SQUARE TOPPED MONUMENT WITH A COPPER PIN IN THE CENTER.  ITS FAA
 JU2836'DESIGNATION IS M -31 AND IT IS 236 FEET EAST OF THE NORTH TO SOUTH
 JU2836'BASE PERIMETER FENCE, AND 43 FEET SOUTH OF THE CENTER ON AN 18 FOOT
 JU2836'WIDE GRAVEL ROAD.  IT IS 23.82 FEET NW OF THE MAIN STATION AND 42.55
 JU2836'FEET NORTH OF BAGWELL NO 1.
 JU2836'
 JU2836'STATION FAA - 1980, WILL SERVE AS AN AZIMUTH MARK.
 JU2836'
 JU2836'TO REACH THE STATION FROM BASES MAIN GATE ON TILTON ROAD, PROCEED
 JU2836'ALONG LANGLEY ROAD FOR APPROXIMATELY 400 FEET TO ITS INTERSECTION WITH
 JU2836'POST BLVD.  THENCE LEFT ON-TO POST BLVD. FOR 0.1 MILES TO THE T.
 JU2836'INTERSECTION WITH EARHART ROAD, THENCE LEFT ON-TO EARHART ROAD IN
 JU2836'NORTHERLY DIRECTION, PARALLEL WITH TILTON ROAD FOR 1.4 MILES TO A.O.A.
 JU2836'GATE NO. 6.  THENCE RIGHT OR S.E. FOR 338 FEET TO THE STATION AT THE
 JU2836'N.E. CORNER OF A WOODED AREA.
 JU2836'
 JU2836'PERMISSION TO OCCUPY THE STATION MUST BE APPROVED BY FAA TECH CENTER
 JU2836'SECURITY POLICE.
 JU2836
 JU2836                          STATION RECOVERY (1980)
 JU2836
 JU2836'RECOVERY NOTE BY FEDERAL AVIATION ADMINISTRATION 1980
 JU2836'RECOVERED IN GOOD CONDITION.
 JU2836
 JU2836                          STATION RECOVERY (1991)
 JU2836
 JU2836'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 JU2836'THE STATION IS LOCATED IN EGG HARBOR TOWNSHIP, ON PROPERTY OF THE
 JU2836'FEDERAL AVIATION ADMINISTRATION TECHNICAL CENTER NEAR THE WEST END OF
 JU2836'THE ATLANTIC CITY AIRPORT AT POMONA, NEW JERSEY.  IT IS IN AN AREA
 JU2836'OCCUPIED BY THE NEW JERSEY AIR NATIONAL GUARD AND IS LOCATED ABOUT
 JU2836'250 M (820.21 FT) SOUTHEAST FROM THE END OF THE RUNWAY AND AT THE
 JU2836'NORTHEAST END OF A GROVE OF TREES.  PERMISSION TO OCCUPY THE STATION
 JU2836'MUST BE OBTAINED FROM THE SECURITY OFFICE BY MR. JEFFREY WOLFE, PHONE
 JU2836'609 484 4430, IN ADVANCE.  TO REACH THE STATION FROM THE GUARDED
 JU2836'ENTRANCE TO THE NATIONAL GUARD AREA, GO NORTHEAST ON LANGLEY ROAD FOR
 JU2836'0.25 MI (0.40 KM) TO THE JUNCTION WITH CURTISS ROAD ON THE LEFT.
 JU2836'TURN LEFT AND GO 0.15 MI (0.24 KM) ON CURTISS ROAD TO THE JUNCTION
 JU2836'WITH EARHART ROAD ON THE LEFT. TURN LEFT AND GO 0.2 MI (0.32 KM) TO A
 JU2836'JET AIRCRAFT DISPLAY AT OLD GATE 1. TURN RIGHT ON THE PERIMETER ROAD
 JU2836'AND GO 0.15 MI (0.24 KM) TO A GATE.  PASS THROUGH THE GATE AND
 JU2836'CONTINUE AHEAD ON A SAND ROAD FOR 0.4 MI (0.64 KM) TO A BLOCKING GATE
 JU2836'TO THE RUNWAY AREA. TURN RIGHT AND GO 0.05 MI (0.08 KM) TO THE
 JU2836'STATION ON THE RIGHT. THE STATION IS 20.5 M (67.26 FT) SOUTH
 JU2836'SOUTHWEST FROM THE CENTER OF THE SAND ROAD, 7.28 M (23.88 FT) WEST OF
 JU2836'A SPECIAL MONUMENT SET IN BETWEEN FOUR PIPE POSTS AND 6.0 M
 JU2836'(19.68 FT) NORTH OF A 0.45 M (1.48 FT) DIAMETER OAK TREE.  THE
 JU2836'STATION MARK, STAMPED BAGWELL 1980, IS A STANDARD FAA TECH CENTER
 JU2836'DISK SET IN THE TOP OF A TEN INCH DIAMETER CONCRETE MONUMENT THAT
 JU2836'PROJECTS 2 CM ABOVE THE GROUND.
 JU2836
 JU2836                          STATION RECOVERY (1993)
 JU2836
 JU2836'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 JU2836'THE STATION IS LOCATED IN EGG HARBOR TOWNSHIP, ON PROPERTY OF THE
 JU2836'FEDERAL AVIATION ADMINISTRATION TECHNICAL CENTER NEAR THE WEST END OF
 JU2836'THE ATLANTIC CITY AIRPORT AT POMONA, NEW JERSEY.  IT IS IN AN AREA
 JU2836'OCCUPIED BY THE NEW JERSEY AIR NATIONAL GUARD AND IS LOCATED ABOUT
 JU2836'250 M (820.2 FT) SOUTHEAST FROM THE END OF THE RUNWAY AND AT THE
 JU2836'NORTHEAST END OF A GROVE OF TREES.  PERMISSION TO OCCUPY THE STATION
 JU2836'MUST BE OBTAINED FROM THE SECURITY OFFICE BY MR. DAVE MISLANKA, PHONE
 JU2836'485 5670 OR FROM MR. JEFFREY WOLFE,CONSTRUCTION, PHONE 609 485 4430,
 JU2836'IN ADVANCE. TO REACH THE STATION FROM THE GUARDED ENTRANCE TO THE
 JU2836'NATIONAL GUARD AREA, GO NORTHEAST ON LANGLEY ROAD FOR 0.25 MI
 JU2836'(0.40 KM) TO THE JUNCTION WITH CURTISS ROAD ON THE LEFT.  TURN LEFT
 JU2836'AND GO 0.15 MI (0.24 KM) ON CURTISS ROAD TO THE JUNCTION WITH EARHART
 JU2836'ROAD ON THE LEFT.  TURN LEFT AND GO 0.2 MI (0.3 KM) TO A JET AIRCRAFT
 JU2836'DISPLAY AT OLD GATE 1. TURN RIGHT ON THE PERIMETER ROAD AND GO 0.15
 JU2836'MI (0.24 KM) TO A GATE.  PASS THROUGH THE GATE AND CONTINUE AHEAD ON
 JU2836'A GRAVEL ROAD FOR 0.4 MI (0.6 KM) TO A BLOCKING GATE TO THE RUNWAY
 JU2836'AREA.  TURN RIGHT AND GO 0.05 MI (0.08 KM) TO THE STATION ON THE
 JU2836'RIGHT.  THE STATION IS 20.5 M (67.3 FT) SOUTH SOUTHWEST FROM THE
 JU2836'CENTER OF THE SAND ROAD, 7.28 M (23.88 FT) WEST OF A SPECIAL MONUMENT
 JU2836'SET IN BETWEEN FOUR PIPE POSTS AND 6.0 M (19.7 FT) NORTH OF A 0.45 M
 JU2836'(1.48 FT) DIAMETER OAK TREE.  THE STATION MARK, STAMPED BAGWELL 1980,
 JU2836'IS A STANDARD FAA TECH CENTER DISK SET IN THE TOP OF A TEN INCH
 JU2836'DIAMETER CONCRETE MONUMENT THAT PROJECTS 2 CM ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5810 ***********************************************************************
 KV5810  DESIGNATION -  BAKELITE
 KV5810  PID         -  KV5810
 KV5810  STATE/COUNTY-  NJ/MIDDLESEX
 KV5810  USGS QUAD   -  BOUND BROOK (1995)
 KV5810
 KV5810                         *CURRENT SURVEY CONTROL
 KV5810  ___________________________________________________________________
 KV5810* NAD 83(1996)-  40 33 26.25458(N)    074 30 51.42246(W)     ADJUSTED  
 KV5810* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 KV5810  ___________________________________________________________________
 KV5810  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 KV5810  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KV5810
 KV5810  HORZ ORDER  -  FIRST
 KV5810
 KV5810.The horizontal coordinates were established by classical geodetic methods
 KV5810.and adjusted by the National Geodetic Survey in September 1999..
 KV5810
 KV5810.The orthometric height was scaled from a topographic map.
 KV5810
 KV5810.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5810
 KV5810.The geoid height was determined by GEOID03.
 KV5810
 KV5810;                    North         East     Units Scale Factor Converg.
 KV5810;SPC NJ       -   191,390.122   148,790.328   MT  0.99990002   -0 00 33.4
 KV5810;SPC NJ       -   627,919.09    488,156.27   sFT  0.99990002   -0 00 33.4
 KV5810;UTM  18      - 4,489,727.604   541,121.632   MT  0.99962081   +0 18 57.0
 KV5810
 KV5810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5810!SPC NJ       -   1.00000289  x   0.99990002  =   0.99990291
 KV5810!UTM  18      -   1.00000289  x   0.99962081  =   0.99962370
 KV5810
 KV5810:                Primary Azimuth Mark                     Grid Az
 KV5810:SPC NJ       -  AIRWAY BEACON 74                         094 37 50.7
 KV5810:UTM  18      -  AIRWAY BEACON 74                         094 18 20.3
 KV5810
 KV5810|---------------------------------------------------------------------|
 KV5810| PID    Reference Object                     Distance      Geod. Az  |
 KV5810|                                                           dddmmss.s |
 KV5810| KV4821 AIRWAY BEACON 74                    APPROX.13.9 KM 0943717.3 |
 KV5810| CB5663 BAKELITE RM 2                         7.810 METERS 14044     |
 KV5810| KV4892 NEW BRUNSWICK TRANS ATL RED BN      APPROX. 5.1 KM 1610048.6 |
 KV5810| KV5804 AIRWAY BEACON 70                    APPROX. 4.7 KM 3015432.3 |
 KV5810| CB5662 BAKELITE RM 1                         7.150 METERS 32047     |
 KV5810|---------------------------------------------------------------------|
 KV5810
 KV5810                          SUPERSEDED SURVEY CONTROL
 KV5810
 KV5810  NAD 83(1986)-  40 33 26.25577(N)    074 30 51.42473(W) AD(       ) 1
 KV5810  NAD 27      -  40 33 25.88400(N)    074 30 52.86800(W) AD(       ) 1
 KV5810
 KV5810.Superseded values are not recommended for survey control.
 KV5810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5810.See file dsdata.txt to determine how the superseded data were derived.
 KV5810
 KV5810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4112289728(NAD 83)
 KV5810_MARKER: N = NAIL
 KV5810_SETTING: 0 = UNSPECIFIED SETTING
 KV5810
 KV5810  HISTORY     - Date     Condition        Report By
 KV5810  HISTORY     - 1933     MONUMENTED       CGS
 KV5810  HISTORY     - 1934     SEE DESCRIPTION  NJGS
 KV5810  HISTORY     - 1948     MARK NOT FOUND   CGS
 KV5810  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 KV5810
 KV5810                          STATION DESCRIPTION
 KV5810
 KV5810'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 KV5810'THIS STATION IS ON THE ROOF OF BUILDING NO.3, THE HIGHEST BUILDING
 KV5810'AT THE BOUND BROOK PLANT OF THE BAKELITE CORPORATION, ABOUT 1 MILE
 KV5810'S OF BOUND BROOK.  THE STATION IS NEAR THE CENTER OF THE ROOF, AND
 KV5810'OPPOSITE THE SW END OF THE BAKELITE ROOF SIGN.  THE MARK IS A TACK
 KV5810'EMBEDDED IN THE TAR OF THE ROOF.  A TRIANGLE SURROUNDING THE TACK
 KV5810'WAS FORMED BY SCRAPING THE GRAVEL FROM THE TAR.  THE STATION IS
 KV5810'ON THE LINE BETWEEN REFERENCE MARK NO.1 AND REFERENCE MARK NO.2
 KV5810'WHICH ARE SET IN THE NW AND THE SE COPINGS, RESPECTIVELY.  IT
 KV5810'IS 7.150 METERS FROM NO.1, AND 7.810 METERS FROM NO.2.  THE
 KV5810'FOLLOWING ADDITIONAL MEASUREMENTS WERE TAKEN TO THE INSIDE
 KV5810'CORNERS OF THE COPING.  TO THE S CORNER--15.80 METERS.  TO
 KV5810'THE W CORNER--15.50 METERS.  TO THE N CORNER--30.87 METERS.
 KV5810'TO THE E CORNER--30.90 METERS (POINT WHERE THE COPING INTERSECTS
 KV5810'THE WALL OF THE STAIRWAY HOUSE WHICH PROJECTS ABOUT 10 FEET
 KV5810'ABOVE THE GENERAL LEVEL OF THE ROOF.)
 KV5810'
 KV5810'TO REACH THE STATION FROM THE N END OF THE BRIDGE OVER THE
 KV5810'RIVER IN BOUND BROOK, GO E ON MAIN STREET 0.3 MILE AND TURN RIGHT
 KV5810'ON RIVER ROAD.  FOLLOW THIS 0.65 MILE (GOING UNDER 3 RAILROAD
 KV5810'UNDERPASSES) TO THE ROAD LEADING INTO THE BAKELITE PLANT.  THENCE
 KV5810'FOLLOW THIS ROAD 0.15 MILE TO THE ENTRANCE GATE TO THE GROUNDS.
 KV5810
 KV5810                          STATION RECOVERY (1934)
 KV5810
 KV5810'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1934
 KV5810'STATION RECOVERED AS DESCRIBED.  ORIGINAL TACK INSIDE OF TRIANGLE
 KV5810'MARK ON TAR ROOF OF BUILDING NO.3 WAS MISSING, BUT NEW TACK
 KV5810'WAS PLACED IN ORIGINAL HOLE.
 KV5810'
 KV5810'REFERENCE MARK NO.1 AND NO.2 RECOVERED AS DESCRIBED IN GOOD
 KV5810'CONDITION.
 KV5810'
 KV5810'ORIGINAL DESCRIPTION PLACES STATION IN SOMERSET COUNTY.  THIS
 KV5810'SHOULD BE CHANGED TO READ MIDDLESEX COUNTY.
 KV5810'
 KV5810'STATION CAN ONLY BE OCCUPIED AT RARE INTERVALS, DUE TO
 KV5810'INTERFERENCE OF CONTINUOUS AND EXCESSIVE VIBRATION WHEN THE
 KV5810'MACHINERY IN THIS BUILDING IS RUNNING.
 KV5810
 KV5810                          STATION RECOVERY (1948)
 KV5810
 KV5810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DK)
 KV5810'LETTER FROM MR. DAVID KIRKUP, ENGINEERING DEPT., BAKELITE CORP.,
 KV5810'BOUND BROOK, N.J., DATED 7/28/48--
 KV5810'
 KV5810'STATION MARK HAS BEEN DESTROYED DUE TO CONSTRUCTION WORK ON
 KV5810'THE ROOF OF BUILDING NO. 3.
 KV5810'
 KV5810'THERE ARE TWO BRASS REFERENCE PLATES CAST IN THE COPING OF
 KV5810'THE PARAPET WALL OF THE BUILDING.
 KV5810
 KV5810                          STATION RECOVERY (1988)
 KV5810
 KV5810'RECOVERY NOTE BY US POWER SQUADRON 1988 (WJF)
 KV5810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5812 ***********************************************************************
 KV5812  DESIGNATION -  BAKELITE CO WATER TANK
 KV5812  PID         -  KV5812
 KV5812  STATE/COUNTY-  NJ/MIDDLESEX
 KV5812  USGS QUAD   -  BOUND BROOK (1995)
 KV5812
 KV5812                         *CURRENT SURVEY CONTROL
 KV5812  ___________________________________________________________________
 KV5812* NAD 83(1996)-  40 33 23.34326(N)    074 30 49.09115(W)     ADJUSTED  
 KV5812* NAVD 88     -                                                        
 KV5812  ___________________________________________________________________
 KV5812  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 KV5812  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KV5812
 KV5812  HORZ ORDER  -  THIRD
 KV5812
 KV5812.The horizontal coordinates were established by classical geodetic methods
 KV5812.and adjusted by the National Geodetic Survey in September 1999..
 KV5812
 KV5812
 KV5812.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5812
 KV5812.The geoid height was determined by GEOID03.
 KV5812
 KV5812;                    North         East     Units Scale Factor Converg.
 KV5812;SPC NJ       -   191,300.320   148,845.156   MT  0.99990002   -0 00 31.9
 KV5812;SPC NJ       -   627,624.47    488,336.15   sFT  0.99990002   -0 00 31.9
 KV5812;UTM  18      - 4,489,638.139   541,176.954   MT  0.99962087   +0 18 58.5
 KV5812
 KV5812                          SUPERSEDED SURVEY CONTROL
 KV5812
 KV5812  NAD 83(1986)-  40 33 23.34457(N)    074 30 49.09376(W) AD(       ) 4
 KV5812  NAD 27      -  40 33 22.97800(N)    074 30 50.53400(W) AD(       ) 3
 KV5812
 KV5812.Superseded values are not recommended for survey control.
 KV5812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5812.See file dsdata.txt to determine how the superseded data were derived.
 KV5812
 KV5812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4117789638(NAD 83)
 KV5812_MARKER: 51 = TANK
 KV5812
 KV5812  HISTORY     - Date     Condition        Report By
 KV5812  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5812  HISTORY     - 1988     GOOD             USPSQD
 KV5812  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 KV5812
 KV5812                          STATION DESCRIPTION
 KV5812
 KV5812'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2997 ***********************************************************************
 JU2997  DESIGNATION -  BAKER
 JU2997  PID         -  JU2997
 JU2997  STATE/COUNTY-  NJ/CAMDEN
 JU2997  USGS QUAD   -  HAMMONTON (1981)
 JU2997
 JU2997                         *CURRENT SURVEY CONTROL
 JU2997  ___________________________________________________________________
 JU2997* NAD 83(1996)-  39 40 29.11086(N)    074 50 32.80634(W)     ADJUSTED  
 JU2997* NAVD 88     -        42.     (meters)     138.     (feet)  SCALED    
 JU2997  ___________________________________________________________________
 JU2997  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 JU2997  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JU2997
 JU2997  HORZ ORDER  -  FIRST
 JU2997
 JU2997.The horizontal coordinates were established by classical geodetic methods
 JU2997.and adjusted by the National Geodetic Survey in September 1999..
 JU2997
 JU2997.The orthometric height was scaled from a topographic map.
 JU2997
 JU2997.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2997
 JU2997.The geoid height was determined by GEOID03.
 JU2997
 JU2997;                    North         East     Units Scale Factor Converg.
 JU2997;SPC NJ       -    93,461.406   120,621.835   MT  0.99991062   -0 13 07.1
 JU2997;SPC NJ       -   306,631.30    395,740.14   sFT  0.99991062   -0 13 07.1
 JU2997;UTM  18      - 4,391,670.861   513,512.337   MT  0.99960225   +0 06 02.1
 JU2997
 JU2997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2997!SPC NJ       -   0.99999869  x   0.99991062  =   0.99990931
 JU2997!UTM  18      -   0.99999869  x   0.99960225  =   0.99960094
 JU2997
 JU2997:                Primary Azimuth Mark                     Grid Az
 JU2997:SPC NJ       -  BAKER AZ MK                              062 33 52.6
 JU2997:UTM  18      -  BAKER AZ MK                              062 14 43.4
 JU2997
 JU2997|---------------------------------------------------------------------|
 JU2997| PID    Reference Object                     Distance      Geod. Az  |
 JU2997|                                                           dddmmss.s |
 JU2997| CB1207 BAKER AZ MK                                        0622045.5 |
 JU2997| CB1208 BAKER RM 1                           30.540 METERS 12558     |
 JU2997| JU2998 HAMMONTON STANDPIPE                 APPROX. 5.6 KM 1495652.6 |
 JU2997| CB1209 BAKER RM 2                           21.610 METERS 23154     |
 JU2997|---------------------------------------------------------------------|
 JU2997
 JU2997                          SUPERSEDED SURVEY CONTROL
 JU2997
 JU2997  NAD 83(1991)-  39 40 29.09697(N)    074 50 32.80372(W) AD(       ) 1
 JU2997  NAD 83(1986)-  39 40 29.09603(N)    074 50 32.80408(W) AD(       ) 1
 JU2997  NAD 27      -  39 40 28.67300(N)    074 50 34.21200(W) AD(       ) 1
 JU2997
 JU2997.Superseded values are not recommended for survey control.
 JU2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2997.See file dsdata.txt to determine how the superseded data were derived.
 JU2997
 JU2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1351291671(NAD 83)
 JU2997_MARKER: DS = TRIANGULATION STATION DISK
 JU2997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2997
 JU2997  HISTORY     - Date     Condition        Report By
 JU2997  HISTORY     - 1935     MONUMENTED       CGS
 JU2997  HISTORY     - 1936     GOOD             NJGS
 JU2997
 JU2997                          STATION DESCRIPTION
 JU2997
 JU2997'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU2997'THE STATION IS LOCATED IN WINSLOW TOWNSHIP, 9-1/2 MILES
 JU2997'SOUTH-SOUTHWEST OF BERLIN, 3-1/2 MILES NORTHWEST OF HAMMONTON,
 JU2997'ON A LOW KNOLL NEAR WINSLOW JUNCTION, ON THE PROPERTY OF
 JU2997'MRS. JENNIE R. BAKER, 18 PACES WEST OF CENTERLINE OF ROAD, 13
 JU2997'PACES SOUTH OF AN 8-INCH PINE WITH TRIANGULAR BLAZE, AND PROJECTS
 JU2997'6 INCHES.  NOTES 1A AND 7A.
 JU2997'
 JU2997'REFERENCE MARK NO. 1 IS 100.20 FEET (30.540 METERS) EAST OF
 JU2997'STATION, 4 PACES EAST-NORTHEAST OF STATION, 8 PACES
 JU2997'SOUTH-SOUTHWEST OF EDGE OF GRAVEL PIT, AND PROJECTS 6
 JU2997'INCHES.  NOTE 11A.
 JU2997'
 JU2997'REFERENCE MARK NO. 2 IS 70.90 FEET (21.610 METERS) SOUTH OF
 JU2997'STATION, 3 PACES EAST OF A 4-INCH PINE TREE AND 4 PACES
 JU2997'WEST-NORTHWEST OF A 6-INCH PINE TREE.  NOTE 11A.
 JU2997'
 JU2997'REFERENCE MARK NO. 1 IS 137.77 FEET FROM REFERENCE MARK NO. 2.
 JU2997'
 JU2997'AZIMUTH MARK IS 0.7 MILE EAST-NORTHEAST OF STATION.  TO REACH
 JU2997'AZIMUTH MARK, GO 0.1 MILE TO GRAVEL ROAD, TURN LEFT AND GO
 JU2997'0.7 MILE TO WHITEHORSE PIKE, TURN LEFT AND GO APPROXIMATELY
 JU2997'100 YARDS TO MARK, 10 PACES WEST OF CENTERLINE OF ROAD.  MARK
 JU2997'PROJECTS 4 INCHES.  NOTE 11A.
 JU2997'
 JU2997'TO REACH STATION FROM THE INTERSECTION OF BELLEVUE AVENUE AND
 JU2997'THE PENNSYLVANIA RAILROAD CROSSING IN HAMMONTON, GO NORTHWEST ON
 JU2997'CEDAR BROOK ROAD FOR 3.5 MILES OR 0.4 MILE BEYOND RAILROAD
 JU2997'CROSSING.  TURN RIGHT ON FLEMMING PIKE AND GO 1.1 MILES TO FARM
 JU2997'ROAD LEFT AT TWIN OAK TREES.  TURN LEFT ON FARM ROAD AND GO 0.1
 JU2997'MILE TO BORROW PIT AND STATION SITE.
 JU2997'
 JU2997'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 JU2997'
 JU2997'NO PROMINENT NATURAL OBJECTS VISIBLE FROM THE GROUND.
 JU2997
 JU2997                          STATION RECOVERY (1936)
 JU2997
 JU2997'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 JU2997'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 JU2997'CONDITION.  LOCALITY--WINSLOW TOWNSHIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2751 ***********************************************************************
 JU2751  DESIGNATION -  BALCONY 1871
 JU2751  PID         -  JU2751
 JU2751  STATE/COUNTY-  NJ/OCEAN
 JU2751  USGS QUAD   -  WHITING (1971)
 JU2751
 JU2751                         *CURRENT SURVEY CONTROL
 JU2751  ___________________________________________________________________
 JU2751* NAD 83(1996)-  39 55 27.10126(N)    074 23 39.59401(W)     ADJUSTED  
 JU2751* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 JU2751  ___________________________________________________________________
 JU2751  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 JU2751  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JU2751
 JU2751  HORZ ORDER  -  THIRD
 JU2751
 JU2751.The horizontal coordinates were established by classical geodetic methods
 JU2751.and adjusted by the National Geodetic Survey in September 1999..
 JU2751
 JU2751.The orthometric height was scaled from a topographic map.
 JU2751
 JU2751.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2751
 JU2751.The geoid height was determined by GEOID03.
 JU2751
 JU2751;                    North         East     Units Scale Factor Converg.
 JU2751;SPC NJ       -   121,103.647   159,032.494   MT  0.99990100   +0 04 04.1
 JU2751;SPC NJ       -   397,320.88    521,759.11   sFT  0.99990100   +0 04 04.1
 JU2751;UTM  18      - 4,419,519.204   551,756.963   MT  0.99963298   +0 23 19.4
 JU2751
 JU2751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2751!SPC NJ       -   0.99999564  x   0.99990100  =   0.99989664
 JU2751!UTM  18      -   0.99999564  x   0.99963298  =   0.99962862
 JU2751
 JU2751:                Primary Azimuth Mark                     Grid Az
 JU2751:SPC NJ       -  GOWDYS HOUSE 1873                        080 03 03.8
 JU2751:UTM  18      -  GOWDYS HOUSE 1873                        079 43 48.5
 JU2751
 JU2751|---------------------------------------------------------------------|
 JU2751| PID    Reference Object                     Distance      Geod. Az  |
 JU2751|                                                           dddmmss.s |
 JU2751| JU2660 GOWDYS HOUSE 1873                   APPROX.18.9 KM 0800707.9 |
 JU2751|---------------------------------------------------------------------|
 JU2751
 JU2751                          SUPERSEDED SURVEY CONTROL
 JU2751
 JU2751  NAD 83(1986)-  39 55 27.09318(N)    074 23 39.58955(W) AD(       ) 3
 JU2751  NAD 27      -  39 55 26.66860(N)    074 23 41.05220(W) AD(       ) 3
 JU2751
 JU2751.Superseded values are not recommended for survey control.
 JU2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2751.See file dsdata.txt to determine how the superseded data were derived.
 JU2751
 JU2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK5175719519(NAD 83)
 JU2751_MARKER: N = NAIL
 JU2751_SETTING: 0 = UNSPECIFIED SETTING
 JU2751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2751
 JU2751  HISTORY     - Date     Condition        Report By
 JU2751  HISTORY     - 1871     MONUMENTED       CGS
 JU2751  HISTORY     - 1872     GOOD             CGS
 JU2751  HISTORY     - 1936     MARK NOT FOUND   CGS
 JU2751  HISTORY     - 19960805 MARK NOT FOUND   USPSQD
 JU2751
 JU2751                          STATION DESCRIPTION
 JU2751
 JU2751'DESCRIBED BY COAST AND GEODETIC SURVEY 1872 (FWP)
 JU2751'IN THE WESTERN PART OF THE COUNTY, ABOUT 1 MILE SOUTH OF THE
 JU2751'RARITAN AND DELAWARE RIVER R.R. STATION, 2-1/2 MILES WEST OF
 JU2751'WHITINGS, A PLACE WELL KNOWN IN THE PINT REGION, AND 43 FEET
 JU2751'WEST OF THE ROAD LEADING TO WOODMANSIE.  STATION WAS MARKED
 JU2751'UNDERGROUND BY 2-GALLON JUG, ITS BOTTOM KNOCKED OUT AND THE JUG
 JU2751'FILLED WITH PEBBLES AND BURIED MOUTH UP 18 INCHES BELOW SURFACE
 JU2751'OF GROUND.  MOUTH OF JUG MARKS STATION.  SURFACE MARK WAS NAIL
 JU2751'MARKED WITH CROSS IN TOP OF PINE STUB.
 JU2751
 JU2751                          STATION RECOVERY (1936)
 JU2751
 JU2751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HBR)
 JU2751'STATION WAS ORIGINALLY LOCATED IN AN AREA WHERE GRAVEL HAS BEEN
 JU2751'EXCAVATED TO A DEPTH OF ABOUT 10 FT.  THE POSITION WAS ABOUT
 JU2751'229. FT. FROM NEW STATION BALCONY-2 N 35 DEG 16 MIN W.
 JU2751'
 JU2751'THIS STATION IS DEFINITELY LOST.
 JU2751
 JU2751                          STATION RECOVERY (1996)
 JU2751
 JU2751'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2750 ***********************************************************************
 JU2750  DESIGNATION -  BALCONY 2
 JU2750  PID         -  JU2750
 JU2750  STATE/COUNTY-  NJ/OCEAN
 JU2750  USGS QUAD   -  WHITING (1971)
 JU2750
 JU2750                         *CURRENT SURVEY CONTROL
 JU2750  ___________________________________________________________________
 JU2750* NAD 83(1996)-  39 55 28.95102(N)    074 23 41.29156(W)     ADJUSTED  
 JU2750* NAVD 88     -        61.8    (meters)     203.     (feet)  GPS OBS   
 JU2750  ___________________________________________________________________
 JU2750  X           -   1,317,623.867 (meters)                     COMP
 JU2750  Y           -  -4,717,546.366 (meters)                     COMP
 JU2750  Z           -   4,071,596.596 (meters)                     COMP
 JU2750  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 JU2750  ELLIP HEIGHT-          28.99  (meters)          (10/23/02) GPS OBS
 JU2750  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 JU2750
 JU2750  HORZ ORDER  -  FIRST
 JU2750  ELLP ORDER  -  FOURTH    CLASS I
 JU2750
 JU2750.The horizontal coordinates were established by GPS observations
 JU2750.and adjusted by the National Geodetic Survey in May 1999..
 JU2750
 JU2750.The orthometric height was determined by GPS observations and a
 JU2750.high-resolution geoid model.
 JU2750
 JU2750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2750
 JU2750.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2750
 JU2750.The ellipsoidal height was determined by GPS observations
 JU2750.and is referenced to NAD 83.
 JU2750
 JU2750.The geoid height was determined by GEOID03.
 JU2750
 JU2750;                    North         East     Units Scale Factor Converg.
 JU2750;SPC NJ       -   121,160.645   158,992.120   MT  0.99990100   +0 04 03.0
 JU2750;SPC NJ       -   397,507.88    521,626.65   sFT  0.99990100   +0 04 03.0
 JU2750;UTM  18      - 4,419,575.960   551,716.281   MT  0.99963293   +0 23 18.3
 JU2750
 JU2750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2750!SPC NJ       -   0.99999545  x   0.99990100  =   0.99989645
 JU2750!UTM  18      -   0.99999545  x   0.99963293  =   0.99962838
 JU2750
 JU2750:                Primary Azimuth Mark                     Grid Az
 JU2750:SPC NJ       -  LAKEHURST USN AIR STA HIGH TK            028 30 32.3
 JU2750:UTM  18      -  LAKEHURST USN AIR STA HIGH TK            028 11 17.0
 JU2750
 JU2750|---------------------------------------------------------------------|
 JU2750| PID    Reference Object                     Distance      Geod. Az  |
 JU2750|                                                           dddmmss.s |
 JU2750| KV5303 LAKEHURST USN AIR STA HIGH TK       APPROX.13.8 KM 0283435.3 |
 JU2750| KV5301 LAKEHURST BN ROOF DIRIG HANGAR      APPROX.13.4 KM 0303427.7 |
 JU2750| CB1210 BALCONY 2 RM 1 AZIMUTH                             0444247.4 |
 JU2750| CB1211 BALCONY 2 RM 2                       27.569 METERS 18435     |
 JU2750| CB1212 BALCONY 2 RM 3                       25.436 METERS 25818     |
 JU2750|---------------------------------------------------------------------|
 JU2750
 JU2750                          SUPERSEDED SURVEY CONTROL
 JU2750
 JU2750  ELLIP H (05/14/99)   28.96   (m)                       GP(       ) 4 1
 JU2750  NAD 83(1992)-  39 55 28.95054(N)    074 23 41.29150(W) AD(       ) 1
 JU2750  ELLIP H (12/16/96)   28.93   (m)                       GP(       ) 2 1
 JU2750  NAD 83(1986)-  39 55 28.94864(N)    074 23 41.29057(W) AD(       ) 1
 JU2750  ELLIP H (03/31/93)   29.07   (m)                       GP(       ) 3 2
 JU2750  NAD 83(1986)-  39 55 28.94515(N)    074 23 41.28705(W) AD(       ) 1
 JU2750  NAD 27      -  39 55 28.51650(N)    074 23 42.75070(W) AD(       ) 1
 JU2750
 JU2750.Superseded values are not recommended for survey control.
 JU2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2750.See file dsdata.txt to determine how the superseded data were derived.
 JU2750
 JU2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK5171619576(NAD 83)
 JU2750_MARKER: DS = TRIANGULATION STATION DISK
 JU2750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2750_SP_SET: CONCRETE POST
 JU2750_STAMPING: BALCONY 2 1932
 JU2750_MARK LOGO: CGS   
 JU2750_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2750+STABILITY: SURFACE MOTION
 JU2750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2750+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2003
 JU2750
 JU2750  HISTORY     - Date     Condition        Report By
 JU2750  HISTORY     - 1932     MONUMENTED       CGS
 JU2750  HISTORY     - 1932     GOOD             CGS
 JU2750  HISTORY     - 1935     GOOD             CGS
 JU2750  HISTORY     - 1987     GOOD             LOCSUR
 JU2750  HISTORY     - 19910301 GOOD             NJGS
 JU2750  HISTORY     - 19930301 GOOD             NJHA
 JU2750  HISTORY     - 19951130 GOOD             TWT
 JU2750  HISTORY     - 20031115 GOOD             INDIV
 JU2750
 JU2750                          STATION DESCRIPTION
 JU2750
 JU2750'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2750'STATION IS ABOUT 1 MILE S OF ROOSEVELT CITY AT THE GRAVEL PITS.
 JU2750'
 JU2750'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2750'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU2750'
 JU2750'REFERENCE MARK NO.1 IS N OF STATION, 85 METERS E OF T-INTERSECTION
 JU2750'FORMED BY E AND W AND N AND S ROADS.  14 METERS N OF E AND W
 JU2750'ROAD.  37 METERS W OF N AND S ROAD.  REFERENCE MARK NO.2 IS SW
 JU2750'OF STATION.  REFERENCE MARK NO.3 IS S OF STATION, APPROXIMATELY
 JU2750'60 METERS WNW OF ROAD.
 JU2750'
 JU2750'REACHED FROM LAKEHURST BY ROUTE 40 SW 6 MILES FROM THE RAILROAD
 JU2750'TRACKS, TO J. KEEPERS PLACE ON LEFT SIDE OF ROAD.  TURN LEFT HERE
 JU2750'(ROAD TO WHITING) AND FOLLOW 0.8 MILE TO A GRAVEL T-ROAD
 JU2750'RIGHT.  TURN RIGHT AND GO 1.5 MILES TO ROOSEVELT CITY, CROSSING
 JU2750'RAILROAD TRACKS AT 0.3 AND 1.5 MILES.  CONTINUE ON ACROSS SECOND
 JU2750'RAILROAD TRACKS (ROOSEVELT CITY) STRAIGHT AHEAD 0.1 MILE AND
 JU2750'TURN RIGHT ON SAND-GRAVEL ROAD.  FOLLOW THIS ROAD 1.0 MILE TO
 JU2750'TOP OF HILL AT NARROW GAUGE RAILROAD TRACKS.  CONTINUE FOR
 JU2750'ABOUT 200 FEET AND TURN OFF ROAD TO RIGHT AND WIND WAY THROUGH
 JU2750'UNDERBRUSH TO STATION.  STATION IS IN AREA COVERED WITH
 JU2750'UNDERBRUSH W OF INTERSECTION OF ROAD AND NARROW GAUGE
 JU2750'RAILROAD, ABOUT 60 METERS W OF INTERSECTION.
 JU2750'
 JU2750'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 JU2750
 JU2750                          STATION RECOVERY (1932)
 JU2750
 JU2750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 JU2750'RECOVERED IN GOOD CONDITION.
 JU2750
 JU2750                          STATION RECOVERY (1935)
 JU2750
 JU2750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU2750'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 JU2750'IN GOOD CONDITION.
 JU2750'
 JU2750'THE MARKS WERE RECOVERED AS DESCRIBED.
 JU2750'
 JU2750'NOTE THE ADDITIONS TO REACH THE STATION.
 JU2750'
 JU2750'TO REACH THE STATION FROM THE STANDPIPE IN LAKEHURST GO SW
 JU2750'ON ROUTE 40 FOR 6.1 MILES TO AN ESSO FILLING STATION ON THE
 JU2750'LEFT AND A T-MACADAM ROAD LEADING LEFT TO WHITING, TURN LEFT
 JU2750'FOR 0.7 MILE TO A GRAVEL CROSS ROAD (THIS CROSS ROAD IS ABOUT
 JU2750'0.1 MILE BEFORE REACHING A RAILROAD CROSSING AT WHITING), HERE
 JU2750'TURN RIGHT ON A GRAVEL ROAD CROSSING A RAILROAD AT 0.35 MILE,
 JU2750'CONTINUE FOR 0.75 MILE TO A DIM CROSS ROAD, HERE BEAR LEFT ON
 JU2750'THE MAIN-TRAVELED GRAVEL ROAD FOR 0.4 MILE TO A RAILROAD
 JU2750'CROSSING, CONTINUE FOR 0.05 MILE TO A CROSS ROAD, KEEP
 JU2750'STRAIGHT AHEAD FOR 0.1 MILE TO A Y, BEAR RIGHT ON A GRAVEL
 JU2750'ROAD FOR 1.0 MILE TO WHERE THE ROAD CROSSES A NARROW GAUGE
 JU2750'RAILROAD, CONTINUE FOR 0.1 MILE TO A DIM ROAD RIGHT, TURN
 JU2750'SHARPLY RIGHT FOR 0.1 MILE TO THE STATION WHICH IS LOCATED
 JU2750'BEHIND A GRAVEL PIT.
 JU2750
 JU2750                          STATION RECOVERY (1987)
 JU2750
 JU2750'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (CT)
 JU2750'RECOVERED IN GOOD CONDITION.
 JU2750
 JU2750                          STATION RECOVERY (1991)
 JU2750
 JU2750'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 JU2750'THE STATION IS LOCATED IN MANCHESTER TOWNSHIP, IN A WOODED AREA ON THE
 JU2750'NORTH SIDE OF PASADENA ROAD.  TO REACH THE STATION FROM THE JUNCTION
 JU2750'OF STATE ROUTE 70 AND COUNTY ROAD 539, NEAR THE NORTHWEST CORNER OF
 JU2750'THE TOWN OF WHITING, PROCEED 3.05 KM (1.90 MI) SOUTH ON ROAD 539 TO A
 JU2750'RAILROAD GRADE CROSSING, CONTINUE 0.48 KM (0.30 MI) AHEAD TO THE
 JU2750'JUNCTION WITH MCMAHON AVENUE, TURN RIGHT AND GO 0.72 KM (0.45 MI)
 JU2750'SOUTHWEST ON MCMAHON AVENUE TO A CURVE TO THE LEFT, CONTINUE 0.05 KM
 JU2750'(0.03 MI) AHEAD TO A CURVE TO THE RIGHT, REMAIN ON THE PAVED ROAD AND
 JU2750'GO ANOTHER 0.40 KM (0.25 MI) SOUTHWEST TO A SAND ROAD ON THE RIGHT ON
 JU2750'THE CREST OF THE ROAD, TURN RIGHT AND GO INTO THE PARKING AREA, A
 JU2750'FORMER GRAVEL PIT AT THE BASE OF THE BLUFF. THE STATION IS SET IN A
 JU2750'CUT WOOD CLEARING, ABOUT 39 M (128.0 FT) WEST OF THE TOP OF THE BANK,
 JU2750'77.7 M (254.9 FT) NORTHWEST OF THE CENTERLINE OF PASADENA ROAD ALONG
 JU2750'A CUT AND BLAZED TRAIL LEADING INTO THE WOODS, 1.1 M (3.6 FT) EAST OF
 JU2750'A CARSONITE WITNESS POST AND IS PROJECTING 0.2 M (0.7 FT) ABOVE THE
 JU2750'GROUND. THE ENTRANCE TO THE SAND ROAD WHICH LEADS TO THE STATION IS
 JU2750'ABOUT 22.0 M (72.2 FT) SOUTH OF POLE NUMBER JC 1665 MC AND 84.0 M
 JU2750'(275.6 FT) NORTH OF POLE NUMBER JC 166 MC.
 JU2750
 JU2750                          STATION RECOVERY (1993)
 JU2750
 JU2750'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 JU2750'RECOVERED IN GOOD CONDITION.
 JU2750
 JU2750                          STATION RECOVERY (1995)
 JU2750
 JU2750'RECOVERY NOTE BY TWT CONS ENG 1995 (WPD)
 JU2750'RECOVERED AS DESCRIBED.
 JU2750
 JU2750                          STATION RECOVERY (2003)
 JU2750
 JU2750'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (GJT)
 JU2750'THE STATION AND REFERENCE MARKS NO. 2 AND 3 WERE FOUND IN GOOD
 JU2750'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2540 ***********************************************************************
 LY2540  DESIGNATION -  BALD
 LY2540  PID         -  LY2540
 LY2540  STATE/COUNTY-  NJ/BERGEN
 LY2540  USGS QUAD   -  RAMSEY (1995)
 LY2540
 LY2540                         *CURRENT SURVEY CONTROL
 LY2540  ___________________________________________________________________
 LY2540* NAD 83(1996)-  41 07 17.73223(N)    074 12 00.00221(W)     ADJUSTED  
 LY2540* NAVD 88     -       353.4    (meters)    1159.     (feet)  GPS OBS   
 LY2540  ___________________________________________________________________
 LY2540  X           -   1,310,202.506 (meters)                     COMP
 LY2540  Y           -  -4,630,157.685 (meters)                     COMP
 LY2540  Z           -   4,172,816.367 (meters)                     COMP
 LY2540  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 LY2540  ELLIP HEIGHT-         321.44  (meters)          (10/23/02) GPS OBS
 LY2540  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 LY2540
 LY2540  HORZ ORDER  -  FIRST
 LY2540  ELLP ORDER  -  FOURTH    CLASS I
 LY2540
 LY2540.The horizontal coordinates were established by classical geodetic methods
 LY2540.and adjusted by the National Geodetic Survey in May 1999..
 LY2540
 LY2540.The orthometric height was determined by GPS observations and a
 LY2540.high-resolution geoid model.
 LY2540
 LY2540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2540
 LY2540.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2540
 LY2540.The ellipsoidal height was determined by GPS observations
 LY2540.and is referenced to NAD 83.
 LY2540
 LY2540.The geoid height was determined by GEOID03.
 LY2540
 LY2540;                    North         East     Units Scale Factor Converg.
 LY2540;SPC NJ       -   254,093.029   175,191.558   MT  0.99990781   +0 11 50.3
 LY2540;SPC NJ       -   833,636.88    574,774.30   sFT  0.99990781   +0 11 50.3
 LY2540;SPC NY E     -   254,093.029   175,191.558   MT  0.99990781   +0 11 50.3
 LY2540;SPC NY E     -   833,636.88    574,774.30   sFT  0.99990781   +0 11 50.3
 LY2540;UTM  18      - 4,552,563.455   567,157.675   MT  0.99965551   +0 31 34.1
 LY2540
 LY2540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2540!SPC NJ       -   0.99994958  x   0.99990781  =   0.99985740
 LY2540!SPC NY E     -   0.99994958  x   0.99990781  =   0.99985740
 LY2540!UTM  18      -   0.99994958  x   0.99965551  =   0.99960511
 LY2540
 LY2540|---------------------------------------------------------------------|
 LY2540| PID    Reference Object                     Distance      Geod. Az  |
 LY2540|                                                           dddmmss.s |
 LY2540| CB2677 BALD RM 1                            13.890 METERS 02546     |
 LY2540| LY2544 HIGH TORNE RESET                    APPROX. 4.6 KM 0431823.4 |
 LY2540| LY2527 JACKIE JONES MTN S RADIO TOWER      APPROX.15.8 KM 0434713.9 |
 LY2540| CB2678 BALD RM 2                             8.746 METERS 11813     |
 LY2540| LY2541 MAHWAH SAM BRAEN CO MAST            APPROX. 2.5 KM 1211201.8 |
 LY2540| LY2553 STERLING LAKE LOOKOUT TOWER         APPROX.10.5 KM 3211058.4 |
 LY2540|---------------------------------------------------------------------|
 LY2540
 LY2540                          SUPERSEDED SURVEY CONTROL
 LY2540
 LY2540  ELLIP H (05/14/99)  321.46   (m)                       GP(       ) 4 1
 LY2540  NAD 83(1996)-  41 07 17.73222(N)    074 12 00.00224(W) AD(       ) 1
 LY2540  NAD 83(1986)-  41 07 17.73302(N)    074 12 00.00352(W) AD(       ) 1
 LY2540  NAD 27      -  41 07 17.39086(N)    074 12 01.47536(W) AD(       ) 1
 LY2540  NGVD 29 (07/19/86)  354.     (m)         1161.     (f) VERT ANG       
 LY2540
 LY2540.Superseded values are not recommended for survey control.
 LY2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2540.See file dsdata.txt to determine how the superseded data were derived.
 LY2540
 LY2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6715852563(NAD 83)
 LY2540_MARKER: DS = TRIANGULATION STATION DISK
 LY2540_SETTING: 80 = SET IN A BOULDER
 LY2540_SP_SET: IN DRILL HOLE IN A BOULDER
 LY2540_STAMPING: BALD 1964
 LY2540_MARK LOGO: CGS   
 LY2540_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2540+STABILITY: SURFACE MOTION
 LY2540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2540+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2000
 LY2540
 LY2540  HISTORY     - Date     Condition        Report By
 LY2540  HISTORY     - 1964     MONUMENTED       CGS
 LY2540  HISTORY     - 1964     GOOD             CGS
 LY2540  HISTORY     - 19920429 GOOD             NJGS
 LY2540  HISTORY     - 20000907 GOOD             LOCSUR
 LY2540
 LY2540                          STATION DESCRIPTION
 LY2540
 LY2540'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CFK)
 LY2540'ABOUT 2-1/2 MILES WEST OF SUFFERN, 2-1/2 MILES SOUTH OF
 LY2540'SLOATSBURG, AND ON THE SUMMIT OF WHAT IS LOCALLY KNOWN AS BALD
 LY2540'MTN.  IT IS 27 FEET EAST OF A 14 INCH OAK TREE WITH A TRIANGULAR
 LY2540'BLAZE ON THE SOUTHEAST SIDE, 19 FEET WEST OF A 12 INCH OAK TREE,
 LY2540'15 FEET NORTHWEST OF A 6 INCH OAK TREE AND 12 FEET SOUTHWEST OF A
 LY2540'12 INCH HICKORY TREE.  IT IS A STANDARD STATION MARK DISK SET IN
 LY2540'A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 6 INCHES.  THE
 LY2540'DISK IS STAMPED BALD 1964.
 LY2540'
 LY2540'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 17 AND 59 ABOUT
 LY2540'1-1/2 MILES NORTHWEST OF SUFFERN, GO SOUTH ON HIGHWAY 17 FOR
 LY2540'2.35 MILES TO A REVERSE Y AND A GULF SERVICE STATION ON THE
 LY2540'RIGHT.  TURN SHARP RIGHT AND GO NORTH AND WESTERLY ON THE PAVED
 LY2540'ROAD FOR 1.0 MILE TO A RADIO MAST ON THE LEFT.  CONTINUE AHEAD
 LY2540'ON THE SURFACED ROAD FOR 1.15 MILE TO A SIDE ROAD LEFT.  TURN
 LY2540'LEFT AND GO WEST ON THE MAIN TRAVELED ROAD 0.3 MILE TO A HOUSE
 LY2540'ON THE LEFT.  CONTINUE AHEAD FOR 0.4 MILE TO A PIPE LINE
 LY2540'CLEARING.  CONTINUE DIAGONALLY ACROSS CLEARING ON ROAD FOR
 LY2540'0.15 MILE TO A TRIANGULAR BLAZED TREE ON THE RIGHT.  TURN AND
 LY2540'GO SOUTHWESTERLY FOR 0.2 MILE TO THE END OF TRUCK TRAVEL.
 LY2540'AT THIS POINT PACK SOUTHWEST UP THE HILL FOR ABOUT 20 MINUTES
 LY2540'TO THE HIGHEST POINT AND THE STATION.
 LY2540'
 LY2540'REFERENCE MARK 1 IS 36 FEET NORTH OF THE 12 INCH HICKORY TREE,
 LY2540'12 FEET SOUTHEAST OF AN 8 INCH HICKORY TREE, AND 12 FEET EAST OF
 LY2540'A 10 INCH OAK TREE.  IT IS A STANDARD REFERENCE MARK DISK SET IN
 LY2540'A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 3 FEET.  THE
 LY2540'DISK IS STAMPED BALD NO 1 1964.
 LY2540'
 LY2540'REFERENCE MARK 2 IS 18 FEET SOUTH OF THE 12 INCH OAK TREE, 15
 LY2540'FEET SOUTHWEST OF A 15 INCH OAK TREE AND 8 FEET EAST OF A 10
 LY2540'INCH OAK TREE.  IT IS A STANDARD REFERENCE MARK DISK SET IN A
 LY2540'DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 6 INCHES.  THE DISK
 LY2540'IS STAMPED BALD NO 2 1964.
 LY2540'
 LY2540'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LY2540
 LY2540                          STATION RECOVERY (1964)
 LY2540
 LY2540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LY2540'RECOVERED IN GOOD CONDITION.
 LY2540
 LY2540                          STATION RECOVERY (1992)
 LY2540
 LY2540'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 LY2540'THE STATION IS LOCATED IN MAHWAH TOWNSHIP, ABOUT 2.5 MI (4.0 KM) WEST
 LY2540'OF THE VILLAGE OF SUFFERN ON THE SUMMIT OF BALD MOUNTAIN, NORTHEAST
 LY2540'OF A LARGE MICROWAVE TOWER OPERATED BY EASTERN MICROWAVE, 112
 LY2540'NORTHERN CONCOURSE, P.O. BOX 4872, SYRACUSE, NEW YORK 13221, PHONE
 LY2540'315 455 5955.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 LY2540'HIGHWAY 17 AND THE END OF THE EXIT RAMP LEADING FROM THE GARDEN STATE
 LY2540'PARKWAY AT INTERCHANGE 163, GO 12.4 MI (20.0 KM) NORTH ON STATE
 LY2540'HIGHWAY 17 TO THE EXIT AND THE TURN AROUND FOR INTERNATIONAL CROSS
 LY2540'ROADS AND SHARP PLAZA.  BEAR TO THE RIGHT AND THEN THE LEFT AND
 LY2540'FOLLOW THE TURN AROUND, CROSSING BACK OVER STATE HIGHWAY 17 TO THE
 LY2540'TEE JUNCTION WITH STAG HILL ROAD. TURN RIGHT AND GO 2.7 MI (4.3 KM)
 LY2540'ON STAGE HILL ROAD TO A SIDE ROAD ON THE LEFT, THE FIRST STREET BEYOND
 LY2540'MAPLE ROAD ON THE RIGHT.   TURN LEFT AND GO 0.1 MI (0.2 KM) TO THE
 LY2540'END OF PAVED ROAD.  CONTINUE AHEAD ON AN UNPAVED ROAD FOR 0.2 MI
 LY2540'(0.3 KM) TO A ONE STORY FRAME DWELLING ON THE LEFT AND FOUR SATELLITE
 LY2540'DISHES AHEAD ON THE RIGHT.  TURN LEFT AMD GO 0.4 MI (0.6 KM) UPHILL
 LY2540'ON A ROUGH STONE ROAD TO A CLEAR CUT FOR A PIPELINE CROSSING.
 LY2540'CONTINUE DIAGONALLY ACROSS THE CUT AND GO 0.5 MI (0.8 KM) TO AN
 LY2540'ABANDONED TWO STORY STONE HOUSE ON THE RIGHT.  BEAR TO THE RIGHT AND
 LY2540'FOLLOW ROAD 0.4 MI (0.6 KM) TO THE SUMMIT AND THE STATION, JUST
 LY2540'NORTHEAST OF A GRAVEL DRIVE ENCIRCLING THE MICROWAVE TOWER, SET FLUSH
 LY2540'IN A DRILL HOLE IN A BOULDER THAT PROJECT 0.2 M (0.7 FT) ABOVE THE
 LY2540'GROUND.  THE STATION IS 32.2 FT (9.8 M) NORTHEAST FROM THE EAST TOWER
 LY2540'LEG, 40.7 FT (12.4 M) FROM THE NORTH TOWER LEG, 50.9 FT (15.5 M)
 LY2540'NORTHEAST FROM THE NORTHEAST CORNER OF THE OPERATIONS BUILDING, A ONE
 LY2540'STORY CINDER BLOCK BUILDING AND 71.3 FT (21.7 M) NORTHEAST FROM THE
 LY2540'SOUTHEAST CORNER OF THE OPERATIONS BUILDING.  REFERENCE MARK NUMBERS
 LY2540'1 AND 2 WERE ALSO RECOVERED AT THIS TIME.  REFERENCE MARK NUMBER 1,
 LY2540'STAMPED BALD NO. 1 1964, IS A STANDARD REFERENCE MARK DISK SET FLUSH
 LY2540'IN A BOULDER AND IS 45.615 FT (13.903 M) NORTHEAST FROM TRIANGULATION
 LY2540'STATION BALD. THE DISK HAS BEEN VANDALIZED SOMETIME IN THE PAST AS AN
 LY2540'UNSUCCESSFUL ATTEMPT HAS BEEN MADE TO PRY THE IT OUT OF THE BOULDER.
 LY2540'REFERENCE MARK NUMBER 2, STAMPED BALD NO. 2 1964, IS A STANDARD
 LY2540'REFERENCE MARK DISK SET FLUSH IN A BOULDER AND IS 28.94 FT (8.82 M)
 LY2540'SOUTHEAST FROM TRIANGULATION STATION BALD.
 LY2540
 LY2540                          STATION RECOVERY (2000)
 LY2540
 LY2540'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (WTD)
 LY2540'BOTH RM'S WERE FOUND. ALL IN EXCELLENT CONDITION. SUITABLE FOR GPS
 LY2540'OBSERVATIONS IF SEVERAL SMALL TREES ARE REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5761 ***********************************************************************
 KV5761  DESIGNATION -  BALD 2
 KV5761  PID         -  KV5761
 KV5761  STATE/COUNTY-  NJ/BURLINGTON
 KV5761  USGS QUAD   -  BEVERLY (1973)
 KV5761
 KV5761                         *CURRENT SURVEY CONTROL
 KV5761  ___________________________________________________________________
 KV5761* NAD 83(1996)-  40 04 02.74208(N)    074 54 33.93240(W)     ADJUSTED  
 KV5761* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5761  ___________________________________________________________________
 KV5761  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 KV5761  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV5761
 KV5761  HORZ ORDER  -  THIRD
 KV5761
 KV5761.The horizontal coordinates were established by classical geodetic methods
 KV5761.and adjusted by the National Geodetic Survey in September 1999..
 KV5761
 KV5761.The orthometric height was scaled from a topographic map.
 KV5761
 KV5761.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5761
 KV5761.The geoid height was determined by GEOID03.
 KV5761
 KV5761;                    North         East     Units Scale Factor Converg.
 KV5761;SPC NJ       -   137,080.908   115,075.418   MT  0.99991501   -0 15 48.8
 KV5761;SPC NJ       -   449,739.61    377,543.27   sFT  0.99991501   -0 15 48.8
 KV5761;SPC PA S     -    85,406.836   842,282.632   MT  0.99998174   +1 50 34.6
 KV5761;SPC PA S     -   280,205.59  2,763,388.94   sFT  0.99998174   +1 50 34.6
 KV5761;UTM  18      - 4,435,245.080   507,723.788   MT  0.99960073   +0 03 29.9
 KV5761
 KV5761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5761!SPC NJ       -   1.00000474  x   0.99991501  =   0.99991975
 KV5761!SPC PA S     -   1.00000474  x   0.99998174  =   0.99998648
 KV5761!UTM  18      -   1.00000474  x   0.99960073  =   0.99960547
 KV5761
 KV5761:                Primary Azimuth Mark                     Grid Az
 KV5761:SPC NJ       -  FERGUSON 2                               065 47 22.6
 KV5761:SPC PA S     -  FERGUSON 2                               063 40 59.2
 KV5761:UTM  18      -  FERGUSON 2                               065 28 03.9
 KV5761
 KV5761|---------------------------------------------------------------------|
 KV5761| PID    Reference Object                     Distance      Geod. Az  |
 KV5761|                                                           dddmmss.s |
 KV5761| KV5713 FERGUSON 2                          APPROX. 1.1 KM 0653133.8 |
 KV5761| CB5664 BALD 2 RM 1                          21.500 METERS 06848     |
 KV5761| CB5665 BALD 2 RM 2                          16.829 METERS 25257     |
 KV5761|---------------------------------------------------------------------|
 KV5761
 KV5761                          SUPERSEDED SURVEY CONTROL
 KV5761
 KV5761  NAD 83(1986)-  40 04 02.74014(N)    074 54 33.93484(W) AD(       ) 3
 KV5761  NAD 27      -  40 04 02.34100(N)    074 54 35.33300(W) AD(       ) 3
 KV5761
 KV5761.Superseded values are not recommended for survey control.
 KV5761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5761.See file dsdata.txt to determine how the superseded data were derived.
 KV5761
 KV5761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0772435245(NAD 83)
 KV5761_MARKER: DS = TRIANGULATION STATION DISK
 KV5761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5761
 KV5761  HISTORY     - Date     Condition        Report By
 KV5761  HISTORY     - 1935     MONUMENTED       CGS
 KV5761  HISTORY     - 1947     GOOD             CGS
 KV5761
 KV5761                          STATION DESCRIPTION
 KV5761
 KV5761'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5761'STATION AT EDGEWATER PARK, 0.6 MILE E ON WARREN STREET STREET
 KV5761'FROM FIVE POINTS IN BEVERLY, 0.1 MILE N ALONG GEORGE KEIMS
 KV5761'PRIVATED DRIVE, BELOW 18-FOOT TERRACE, 0.85 METER S OF OUTSIDE
 KV5761'EDGE OF RIVER WALL, 73.60 METERS E OF E SIDE OF STONE POST ON
 KV5761'RIVER WALL, 50.80 METERS W OF W SIDE OF SECOND STONE POST, 2.57
 KV5761'METERS N OF N EDGE OF SUMMER HOUSE, ABOUT 4 INCHES UNDERGROUND.
 KV5761'
 KV5761'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD TABLETS IN TOP OF
 KV5761'RIVER WALL.
 KV5761'
 KV5761'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 KV5761'IN CONCRETE AS DESCRIBED IN NOTES 1A AND 7A.
 KV5761'
 KV5761'SUPPLEMENTARY SCHEME STATION.
 KV5761'
 KV5761'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV5761
 KV5761                          STATION RECOVERY (1947)
 KV5761
 KV5761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5761'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5761'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6951 ***********************************************************************
 KV6951  DESIGNATION -  BALD HILL RESET
 KV6951  PID         -  KV6951
 KV6951  STATE/COUNTY-  NJ/MORRIS
 KV6951  USGS QUAD   -  POMPTON PLAINS (1995)
 KV6951
 KV6951                         *CURRENT SURVEY CONTROL
 KV6951  ___________________________________________________________________
 KV6951* NAD 83(1996)-  40 57 39.78453(N)    074 21 02.24483(W)     ADJUSTED  
 KV6951* NAVD 88     -       293.6    (meters)     963.     (feet)  GPS OBS   
 KV6951  ___________________________________________________________________
 KV6951  X           -   1,301,171.620 (meters)                     COMP
 KV6951  Y           -  -4,644,815.264 (meters)                     COMP
 KV6951  Z           -   4,159,329.008 (meters)                     COMP
 KV6951  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 KV6951  ELLIP HEIGHT-         261.14  (meters)          (10/23/02) GPS OBS
 KV6951  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV6951
 KV6951  HORZ ORDER  -  FIRST
 KV6951  ELLP ORDER  -  FOURTH    CLASS I
 KV6951
 KV6951.The horizontal coordinates were established by GPS observations
 KV6951.and adjusted by the National Geodetic Survey in May 1999..
 KV6951
 KV6951.The orthometric height was determined by GPS observations and a
 KV6951.high-resolution geoid model.
 KV6951
 KV6951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6951
 KV6951.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6951
 KV6951.The ellipsoidal height was determined by GPS observations
 KV6951.and is referenced to NAD 83.
 KV6951
 KV6951.The geoid height was determined by GEOID03.
 KV6951
 KV6951;                    North         East     Units Scale Factor Converg.
 KV6951;SPC NJ       -   236,233.347   162,573.954   MT  0.99990195   +0 05 52.5
 KV6951;SPC NJ       -   775,042.24    533,378.05   sFT  0.99990195   +0 05 52.5
 KV6951;UTM  18      - 4,534,636.405   554,645.856   MT  0.99963675   +0 25 32.5
 KV6951
 KV6951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6951!SPC NJ       -   0.99995904  x   0.99990195  =   0.99986099
 KV6951!UTM  18      -   0.99995904  x   0.99963675  =   0.99959580
 KV6951
 KV6951:                Primary Azimuth Mark                     Grid Az
 KV6951:SPC NJ       -  HIGH MOUNTAIN                            085 08 09.4
 KV6951:UTM  18      -  HIGH MOUNTAIN                            084 48 29.4
 KV6951
 KV6951|---------------------------------------------------------------------|
 KV6951| PID    Reference Object                     Distance      Geod. Az  |
 KV6951|                                                           dddmmss.s |
 KV6951| KV4220 HIGH MOUNTAIN                       APPROX.12.9 KM 0851401.9 |
 KV6951|---------------------------------------------------------------------|
 KV6951
 KV6951                          SUPERSEDED SURVEY CONTROL
 KV6951
 KV6951  ELLIP H (05/14/99)  261.16   (m)                       GP(       ) 4 1
 KV6951  NAD 83(1996)-  40 57 39.78420(N)    074 21 02.24520(W) AD(       ) 1
 KV6951  NAD 83(1986)-  40 57 39.78286(N)    074 21 02.24632(W) AD(       ) 1
 KV6951  NAD 83(1986)-  40 57 39.78128(N)    074 21 02.24275(W) AD(       ) 1
 KV6951  NAD 27      -  40 57 39.42667(N)    074 21 03.70020(W) AD(       ) 1
 KV6951
 KV6951.Superseded values are not recommended for survey control.
 KV6951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6951.See file dsdata.txt to determine how the superseded data were derived.
 KV6951
 KV6951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5464634636(NAD 83)
 KV6951_MARKER: DD = SURVEY DISK
 KV6951_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV6951_SP_SET: IRREGULAR CONCRETE MASS
 KV6951_STAMPING: BALD HILL 1882 1992
 KV6951_MARK LOGO: NJGS  
 KV6951_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6951+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1992
 KV6951
 KV6951  HISTORY     - Date     Condition        Report By
 KV6951  HISTORY     - 1882     MONUMENTED       CGS
 KV6951  HISTORY     - 19910925 GOOD             NJGS
 KV6951  HISTORY     - 19921105 GOOD
 KV6951
 KV6951                          STATION DESCRIPTION
 KV6951
 KV6951'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6951'THE STATION IS LOCATED IN KINNELON BOROUGH ON THE SOUTHWEST SUMMIT OF
 KV6951'THE MOUNTAIN EAST OF BROOK VALLEY CROSSROADS ON LAND OWNED BY MR.
 KV6951'JOHN BOBAR, INC.  PHONE NUMBER  201 669 0271.  TO REACH THE STATION
 KV6951'FROM THE JUNCTION OF INTERSTATE HIGHWAY 287 RAMP FOR WOOTTEN AVENUE,
 KV6951'EXIT 40B AND WOOTTEN AVENUE, GO NORTHWEST ON WOOTTEN AVENUE FOR 0.65
 KV6951'MI (1.05 KM) TO THE JUNCTION WITH BOONTON AVENUE, COUNTY ROAD 511.
 KV6951'TURN RIGHT AND GO 5.5 MI (8.85 KM) NORTH NORTHEAST ON BOONTON AVENUE
 KV6951', PASSING THE BOONTON AND TAYLORTOWN RESERVOIR ON THE LEFT AND THROUGH
 KV6951'BROOK VALLEY TO THE JUNCTION WITH SAW MILL ROAD.  TURN RIGHT AND GO
 KV6951'0.15 MI (0.24 KM) NORTHEAST ON SAW MILL ROAD TO THE JUNCTION WITH
 KV6951'ROUND HILL ROAD. TURN RIGHT AND GO 0.5 MI (0.80 KM) SOUTH ON ROUND
 KV6951'HILL ROAD TO THE JUNCTION WITH ALIZE DRIVE. TURN RIGHT AND GO 0.3 MI
 KV6951'(0.48 KM) PASSING THE RAIN TREE CONSTRUCTION TRAILER TO LOT NUMBER
 KV6951'153, A VACANT LOT ON THE LEFT, NEXT TO LOT NUMBER 155, A 2.5 STORY
 KV6951'BRICK DWELLING NUMBER 23.  FROM HERE, PACK SOUTHEAST UP THE MOUNTAIN
 KV6951'TO THE SUMMIT.  FOR AN EASIER PACK GO 0.6 MI (0.97 KM) SOUTHWEST ON
 KV6951'ALIZE DRIVE FROM THE JUNCTION WITH ROUND HILL ROAD TO THE END OF
 KV6951'ALIZE DRIVE AT THE CUL DE SAC AND LOT NUMBER 159 TO THE SOUTH. PARK
 KV6951'VEHICLE HERE AND PACK ABOUT 300 M (984.25 FT) SOUTH UP THE HILL ON A
 KV6951'DIRT TRAIL TO A PATH ON THE LEFT LEADING EAST.  THE PATH IS MARKED BY
 KV6951'FLAGGING AND BLAZED TREES.  PACK EAST FOR ABOUT 0.25 MI (0.40 KM)
 KV6951'ALONG THIS TRAIL WHICH PARALELLS ALIZE DRIVE TO THE NORTHWEST, ALONG
 KV6951'THE CREST OF THE HILL TO THE STATION.  THE ORIGINAL BOLT WAS FOUND
 KV6951'INTACT AND USED TO SET A NEW SURFACE DISK, SET IN A MASS OF CONCRETE
 KV6951'ANCHORED WITH REBARS, POURED INTO THE HOLE.  THE ORIGINAL STATION IS
 KV6951'ABOUT 2 FT (0.61 M) BELOW THE DISK.  THE AREA HAS BEEN CLEARED FOR
 KV6951'GPS OBSERVATIONS.  THE GNEISS POST WAS FOUND LYING ON ITS SIDE.  THE
 KV6951'STATION IS 1.0 M (3.28 FT) WEST OF A CARSONITE WITNESS POST SET BY
 KV6951'THIS PARTY.
 KV6951
 KV6951                          STATION RECOVERY (1992)
 KV6951
 KV6951'RECOVERED 1992
 KV6951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU4514 ***********************************************************************
 KU4514  DESIGNATION -  BAMBOO CLUB VENT STACK
 KU4514  PID         -  KU4514
 KU4514  STATE/COUNTY-  NJ/MONMOUTH
 KU4514  USGS QUAD   -  LONG BRANCH (1981)
 KU4514
 KU4514                         *CURRENT SURVEY CONTROL
 KU4514  ___________________________________________________________________
 KU4514* NAD 83(1996)-  40 21 16.66898(N)    073 58 23.73848(W)     ADJUSTED  
 KU4514* NAVD 88     -                                                        
 KU4514  ___________________________________________________________________
 KU4514  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 KU4514  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KU4514
 KU4514  HORZ ORDER  -  THIRD
 KU4514
 KU4514.The horizontal coordinates were established by classical geodetic methods
 KU4514.and adjusted by the National Geodetic Survey in September 1999..
 KU4514
 KU4514
 KU4514.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4514
 KU4514.The geoid height was determined by GEOID03.
 KU4514
 KU4514;                    North         East     Units Scale Factor Converg.
 KU4514;SPC NJ       -   169,021.096   194,742.378   MT  0.99992463   +0 20 27.9
 KU4514;SPC NJ       -   554,530.05    638,917.29   sFT  0.99992463   +0 20 27.9
 KU4514;UTM  18      - 4,467,624.790   587,187.856   MT  0.99969357   +0 39 53.5
 KU4514
 KU4514                          SUPERSEDED SURVEY CONTROL
 KU4514
 KU4514  NAD 83(1986)-  40 21 16.66881(N)    073 58 23.73487(W) AD(       ) 4
 KU4514
 KU4514.Superseded values are not recommended for survey control.
 KU4514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4514.See file dsdata.txt to determine how the superseded data were derived.
 KU4514
 KU4514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8718867625(NAD 83)
 KU4514_MARKER: 63 = STACK
 KU4514_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4514
 KU4514  HISTORY     - Date     Condition        Report By
 KU4514  HISTORY     - 1982     FIRST OBSERVED   NOS
 KU4514  HISTORY     - 19920611 GOOD             USPSQD
 KU4514  HISTORY     - 19990325 GOOD             USPSQD
 KU4514
 KU4514                          STATION DESCRIPTION
 KU4514
 KU4514'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 KU4514'THE STATION, BAMBOO CLUB VENT STACK, IS THE CENTERLINE OF THE
 KU4514'VENT STACK PROTRUDING FROM THE OCTAGONAL SHAPED STACKLIKE PORTION
 KU4514'OF THE BAMBOO CLUB RESTAURANT ROOF IN SEA BRIGHT.
 KU4514'
 KU4514'THE STATION IS LOCATED ALONG THE EAST SIDE OF OCEAN AVENUE ON THE
 KU4514'SOUTHERN LIMITS OF SEA BRIGHT, AND IS THE ONLY OCTAGONAL
 KU4514'SHAPED BUILDING IN THE AREA.
 KU4514'
 KU4514'DESCRIBED BY B. LINK.
 KU4514
 KU4514                          STATION RECOVERY (1992)
 KU4514
 KU4514'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU4514'RECOVERED IN GOOD CONDITION.
 KU4514
 KU4514                          STATION RECOVERY (1999)
 KU4514
 KU4514'RECOVERY NOTE BY US POWER SQUADRON 1999
 KU4514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2857 ***********************************************************************
 JU2857  DESIGNATION -  BANK
 JU2857  PID         -  JU2857
 JU2857  STATE/COUNTY-  NJ/CAPE MAY
 JU2857  USGS QUAD   -  OCEAN CITY (1994)
 JU2857
 JU2857                         *CURRENT SURVEY CONTROL
 JU2857  ___________________________________________________________________
 JU2857* NAD 83(1996)-  39 16 47.06991(N)    074 34 29.67645(W)     ADJUSTED  
 JU2857* NAVD 88     -        27.9    (meters)      92.     (feet)  GPS OBS   
 JU2857  ___________________________________________________________________
 JU2857  X           -   1,314,921.810 (meters)                     COMP
 JU2857  Y           -  -4,765,641.353 (meters)                     COMP
 JU2857  Z           -   4,016,400.367 (meters)                     COMP
 JU2857  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 JU2857  ELLIP HEIGHT-          -6.64  (meters)          (10/23/02) GPS OBS
 JU2857  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 JU2857
 JU2857  HORZ ORDER  -  FIRST
 JU2857  ELLP ORDER  -  FOURTH    CLASS I
 JU2857
 JU2857.The horizontal coordinates were established by GPS observations
 JU2857.and adjusted by the National Geodetic Survey in May 1999..
 JU2857
 JU2857.The orthometric height was determined by GPS observations and a
 JU2857.high-resolution geoid model.
 JU2857
 JU2857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2857
 JU2857.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2857
 JU2857.The ellipsoidal height was determined by GPS observations
 JU2857.and is referenced to NAD 83.
 JU2857
 JU2857.The geoid height was determined by GEOID03.
 JU2857
 JU2857;                    North         East     Units Scale Factor Converg.
 JU2857;SPC NJ       -    49,556.434   143,537.081   MT  0.99990051   -0 02 50.7
 JU2857;SPC NJ       -   162,586.40    470,921.24   sFT  0.99990051   -0 02 50.7
 JU2857;UTM  18      - 4,347,906.670   536,663.962   MT  0.99961655   +0 16 08.9
 JU2857
 JU2857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2857!SPC NJ       -   1.00000104  x   0.99990051  =   0.99990155
 JU2857!UTM  18      -   1.00000104  x   0.99961655  =   0.99961759
 JU2857
 JU2857:                Primary Azimuth Mark                     Grid Az
 JU2857:SPC NJ       -  MARGATE CITY WATER TANK                  045 45 50.8
 JU2857:UTM  18      -  MARGATE CITY WATER TANK                  045 26 51.2
 JU2857
 JU2857|---------------------------------------------------------------------|
 JU2857| PID    Reference Object                     Distance      Geod. Az  |
 JU2857|                                                           dddmmss.s |
 JU2857| JU2862 MARGATE CITY WATER TANK             APPROX. 8.7 KM 0454300.1 |
 JU2857| JU2861 MARGATE CITY STANDPIPE              APPROX. 7.2 KM 0461117.7 |
 JU2857| CB1213 BANK RM 1                             9.409 METERS 04615     |
 JU2857| JU2842 LONGPORT STANDPIPE                  APPROX. 6.1 KM 0475624.9 |
 JU2857| JU2765 ATLANTIC CITY CLARIDGE HOTEL        APPROX.15.1 KM 0545822.0 |
 JU2857| JU2848 OCEAN CITY COAST GUARD LOT          APPROX. 1.9 KM 0662114.9 |
 JU2857| CB1214 BANK RM 2                            27.557 METERS 13358     |
 JU2857| JU2854 OCEAN CITY FLANDERS HOTEL CUP       APPROX. 0.6 KM 1910820.1 |
 JU2857| JU2929 SEA ISLE CITY STANDPIPE             APPROX.17.0 KM 2164143.0 |
 JU2857| JU2918 CORSON INLET COAST GUARD LOT        APPROX.10.9 KM 2165307.4 |
 JU2857| JU2920 STRATHMERE STANDPIPE                APPROX.11.6 KM 2175202.7 |
 JU2857| JU2838 LARGE STACK SW STA BANK             APPROX. 3.4 KM 2345501.7 |
 JU2857| JU2910 PALERMO AF BASE RADAR DOME          APPROX.11.6 KM 2354750.9 |
 JU2857| JU2851 OCEAN CITY STANDPIPE                APPROX. 0.6 KM 2400333.0 |
 JU2857| JU2852 OCEAN CITY NORTH STANDPIPE          383.869 METERS 24946     |
 JU2857| JU0366 BANK AZ MK                                         2992705.6 |
 JU2857| JU2839 SOMERS POINT STANDPIPE              APPROX. 4.9 KM 3333348.3 |
 JU2857| JU2856 OCEAN CITY WATER TANK               237.234 METERS 33425     |
 JU2857|---------------------------------------------------------------------|
 JU2857
 JU2857                          SUPERSEDED SURVEY CONTROL
 JU2857
 JU2857  ELLIP H (05/14/99)   -6.70   (m)                       GP(       ) 4 1
 JU2857  NAD 83(1992)-  39 16 47.06922(N)    074 34 29.67575(W) AD(       ) 1
 JU2857  ELLIP H (03/31/93)   -6.77   (m)                       GP(       ) 3 2
 JU2857  NAD 83(1986)-  39 16 47.05467(N)    074 34 29.67288(W) AD(       ) 1
 JU2857  NAD 27      -  39 16 46.63730(N)    074 34 31.11820(W) AD(       ) 1
 JU2857  NGVD 29 (07/19/86)   28.3    (m)           93.     (f) VERT ANG       
 JU2857
 JU2857.Superseded values are not recommended for survey control.
 JU2857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2857.See file dsdata.txt to determine how the superseded data were derived.
 JU2857
 JU2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3666447907(NAD 83)
 JU2857_MARKER: DS = TRIANGULATION STATION DISK
 JU2857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU2857_SP_SET: TRUNCATED CONCRETE BLOCK
 JU2857_STAMPING: BANK 1932
 JU2857_MARK LOGO: CGS   
 JU2857_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2857+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1993
 JU2857
 JU2857  HISTORY     - Date     Condition        Report By
 JU2857  HISTORY     - 1932     MONUMENTED       CGS
 JU2857  HISTORY     - 1932     GOOD             CGS
 JU2857  HISTORY     - 1935     GOOD             CGS
 JU2857  HISTORY     - 1937     GOOD             CGS
 JU2857  HISTORY     - 1962     GOOD             CGS
 JU2857  HISTORY     - 1980     GOOD             LOCSUR
 JU2857  HISTORY     - 1981     GOOD             LOCENG
 JU2857  HISTORY     - 19900808 GOOD             NJGS
 JU2857  HISTORY     - 19930302 GOOD             NJHA
 JU2857
 JU2857                          STATION DESCRIPTION
 JU2857
 JU2857'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2857'STATION IS LOCATED ON THE ROOF OF THE FIRST NATIONAL BANK
 JU2857'BUILDING IN OCEAN CITY, N.J.  THIS BUILDING IS THE HIGHEST AND
 JU2857'MOST PROMINENT BUILDING IN OCEAN CITY, N.J.  THE STATION IS 4
 JU2857'FEET E OF THE W COPING WALL AND 30 FEET S OF THE N COPING WALL.
 JU2857'
 JU2857'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2857'CONCRETE AS DESCRIBED IN NOTES 1A AND 11C.
 JU2857'
 JU2857'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 JU2857
 JU2857                          STATION RECOVERY (1932)
 JU2857
 JU2857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 JU2857'RECOVERED IN GOOD CONDITION.
 JU2857
 JU2857                          STATION RECOVERY (1935)
 JU2857
 JU2857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2857'THIS STATION WAS RECOVERED AND MARKS FOUND TO BE IN GOOD
 JU2857'CONDITION.  IT WAS ALSO RECOVERED BY R.C. BOLSTAD IN 1935.  STATION
 JU2857'IS LOCATED ON ROOF OF FIRST NATIONAL BANK BUILDING NOW OWNED BY
 JU2857'CHELSEA TITLE AND GUARANTY COMPANY IN OCEAN CITY.
 JU2857
 JU2857                          STATION RECOVERY (1937)
 JU2857
 JU2857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2857'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 JU2857'CONDITION.  IT IS ON THE ROOF OF THE LARGE GRAY BUILDING OF
 JU2857'THE CHELSEA TITLE AND GUARANTY COMPANY AT THE CORNER SE OF
 JU2857'ASBURY AVENUE AND SW OF EIGHTH STREET.  IT IS NW OF THE CUPOLA,
 JU2857'WHICH IS ON TOP OF THE ELEVATOR SHAFT, IS 4 FEET SE OF THE NW
 JU2857'COPING WALL, AND IS 30 FEET SW OF THE NE COPING WALL.  IT WAS
 JU2857'RECOVERED BY R.C. BOLSTAD IN 1935 AND BY B.H. RIGG IN 1935.
 JU2857
 JU2857                          STATION RECOVERY (1962)
 JU2857
 JU2857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2857'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 JU2857'CONDITION.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE .02
 JU2857'FOOT LONGER THAN THE PREVIOUS MEASUREMENT AND THE DIRECTION WAS
 JU2857'3 MINUTES AND 34 SECONDS SMALLER.  THE DIRECTION TO REFERENCE
 JU2857'MARK 2 CHECKED BUT THE DISTANCE WAS FOUND TO BE .04 FOOT SHORTER.
 JU2857'
 JU2857'THE 1932 DESCRIPTION IS ADEQUATE EXCEPT FOR THE AZIMUTH MARK
 JU2857'ESTABLISHED AT THIS TIME.
 JU2857'
 JU2857'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK CEMENTED IN A
 JU2857'DRILL HOLE IN THE SOUTH CONCRETE CURBING AT THE EAST END OF THE
 JU2857'WORLD WAR MEMORIAL BRIDGE.  IT IS 18 FEET WEST OF THE BRIDGE
 JU2857'MONUMENT, 22 FEET WEST OF THE EAST END OF THE BRIDGE AND 30 FEET
 JU2857'SOUTH OF THE CENTERLINE OF THE BRIDGE.  THE DISK IS FLUSH AND IS
 JU2857'STAMPED BANK 1932.
 JU2857'
 JU2857'HEIGHT OF LIGHT ABOVE STATION MARK 1.17 METERS.
 JU2857
 JU2857                          STATION RECOVERY (1980)
 JU2857
 JU2857'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 JU2857'RECOVERED BY NDS INC AND FOUND TO BE IN GOOD CONDITION.
 JU2857'RM 1 AND RM 2 FOUND IN GOOD CONDITION.
 JU2857
 JU2857                          STATION RECOVERY (1981)
 JU2857
 JU2857'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (CT)
 JU2857'BANK 1932 RECOVERED IN GOOD CONDITION.
 JU2857'
 JU2857'BANK 1932 (AZI) RECOVERED IN GOOD CONDITION.
 JU2857'
 JU2857'BANK RM 1 RECOVERED IN GOOD CONDITION.
 JU2857'
 JU2857'BANK RM 2 RECOVERED IN GOOD CONDITION.
 JU2857
 JU2857                          STATION RECOVERY (1990)
 JU2857
 JU2857'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2857'THE STATION IS LOCATED IN OCEAN CITY, ON THE NORTH SIDE OF THE ROOF OF
 JU2857'THE FIRST FIDELITY BANK BUILDING, A SIX STORY GRANITE BUILDING ON THE
 JU2857'SOUTHWEST CORNER OF THE JUNCTION OF ASBURY AVENUE AND 8TH STREET,
 JU2857'ADDRESS 801 ASBURY AVENUE.  THE STATION IS 3.0M NORTH OF THE
 JU2857'NORTHEAST CORNER OF THE ELEVATOR HOUSE, 5.4 M (17.7 FT) NORTHEAST OF
 JU2857'THE NORTHWEST CORNER OF THE SAME STRUCTURE, 8.8 M (28.9 FT) NORTHEAST
 JU2857'OF THE SOUTHWEST COPING WALL, 1.2 M (3.9 FT) SOUTHEAST OF THE
 JU2857'NORTHWEST COPING WALL AND PROJECTING 0.2 M (0.7 FT) ABOVE THE ROOF.
 JU2857'TO GAIN ACCESS TO THE STATION CONTACT MR. WILLIAM REID, BUILDING
 JU2857'SUPERINTENDENT, AT 609 384-3454, OR 609 384-3455.
 JU2857
 JU2857                          STATION RECOVERY (1993)
 JU2857
 JU2857'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 JU2857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3027 ***********************************************************************
 JU3027  DESIGNATION -  BANK
 JU3027  PID         -  JU3027
 JU3027  STATE/COUNTY-  NJ/CAMDEN
 JU3027  USGS QUAD   -  CAMDEN (1995)
 JU3027
 JU3027                         *CURRENT SURVEY CONTROL
 JU3027  ___________________________________________________________________
 JU3027* NAD 83(1996)-  39 57 55.97569(N)    075 04 28.38932(W)     ADJUSTED  
 JU3027* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 JU3027  ___________________________________________________________________
 JU3027  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 JU3027  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU3027
 JU3027  HORZ ORDER  -  SECOND
 JU3027
 JU3027.The horizontal coordinates were established by classical geodetic methods
 JU3027.and adjusted by the National Geodetic Survey in September 1999..
 JU3027
 JU3027.The orthometric height was scaled from a topographic map.
 JU3027
 JU3027.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3027
 JU3027.The geoid height was determined by GEOID03.
 JU3027
 JU3027;                    North         East     Units Scale Factor Converg.
 JU3027;SPC NJ       -   125,847.605   100,916.854   MT  0.99992965   -0 22 08.6
 JU3027;SPC NJ       -   412,885.02    331,091.38   sFT  0.99992965   -0 22 08.6
 JU3027;SPC PA S     -    73,660.107   828,545.468   MT  0.99999512   +1 44 08.9
 JU3027;SPC PA S     -   241,666.53  2,718,319.59   sFT  0.99999512   +1 44 08.9
 JU3027;UTM  18      - 4,423,936.145   493,633.016   MT  0.99960050   -0 02 52.4
 JU3027
 JU3027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3027!SPC NJ       -   1.00000301  x   0.99992965  =   0.99993266
 JU3027!SPC PA S     -   1.00000301  x   0.99999512  =   0.99999813
 JU3027!UTM  18      -   1.00000301  x   0.99960050  =   0.99960351
 JU3027
 JU3027:                Primary Azimuth Mark                     Grid Az
 JU3027:SPC NJ       -  PHILADELPHIA ALL SAINTS SPIRE            005 27 17.4
 JU3027:SPC PA S     -  PHILADELPHIA ALL SAINTS SPIRE            003 20 59.9
 JU3027:UTM  18      -  PHILADELPHIA ALL SAINTS SPIRE            005 08 01.2
 JU3027
 JU3027|---------------------------------------------------------------------|
 JU3027| PID    Reference Object                     Distance      Geod. Az  |
 JU3027|                                                           dddmmss.s |
 JU3027| KV3667 PHILADELPHIA ALL SAINTS SPIRE       APPROX. 4.0 KM 0050508.8 |
 JU3027| JU3033 TANK                                APPROX. 1.6 KM 0300202.8 |
 JU3027| JU3032 DELAIR KIECKHEFER CONTAIN STK       APPROX. 1.5 KM 0312016.9 |
 JU3027| CB1215 BANK RM 1                             8.670 METERS 22907     |
 JU3027| JU3060 PHILADELPHIA WM CRAMP CHIMNEY       APPROX. 3.4 KM 2862907.8 |
 JU3027| JU3071 PHILADELPHIA P AND L LUMBER TK      APPROX. 2.3 KM 3122920.0 |
 JU3027|---------------------------------------------------------------------|
 JU3027
 JU3027                          SUPERSEDED SURVEY CONTROL
 JU3027
 JU3027  NAD 83(1991)-  39 57 55.97348(N)    075 04 28.39236(W) AD(       ) 2
 JU3027  NAD 83(1986)-  39 57 55.97063(N)    075 04 28.39607(W) AD(       ) 2
 JU3027  NAD 27      -  39 57 55.56600(N)    075 04 29.76800(W) AD(       ) 2
 JU3027
 JU3027.Superseded values are not recommended for survey control.
 JU3027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3027.See file dsdata.txt to determine how the superseded data were derived.
 JU3027
 JU3027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9363323936(NAD 83)
 JU3027_MARKER: I = METAL ROD
 JU3027_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JU3027_SP_SET: OBJECT DRIVEN INTO GROUND
 JU3027
 JU3027  HISTORY     - Date     Condition        Report By
 JU3027  HISTORY     - 1925     MONUMENTED       USE
 JU3027  HISTORY     - 1932     GOOD             CGS
 JU3027  HISTORY     - 1933     GOOD             CGS
 JU3027  HISTORY     - 1935     GOOD             CGS
 JU3027  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3027
 JU3027                          STATION DESCRIPTION
 JU3027
 JU3027'DESCRIBED BY US ENGINEERS 1925 (LDG)
 JU3027'LOCATED NEAR TRACKS OF PENNSYLVANIA RAILROAD (AMBOY DIVISION)
 JU3027'ABOUT 1-1/4 MILES BELOW DELAIR BRIDGE.  STATION MARK IS A 1-INCH
 JU3027'IRON PIPE WITH FLAT STONE ON TOP, 8 INCHES BELOW SURFACE OF
 JU3027'GROUND.  IT IS 309.4 FEET ABOVE IRON WHISTLE POST THAT STANDS
 JU3027'WHERE TRACK CURVES FROM RIVER, 11.6 FEET FROM OUTER RAIL, 9.0
 JU3027'FEET FROM CREST OF BANK, 88.0 FEET OUT FROM HICKORY TREE THAT
 JU3027'STANDS INSHORE FROM PENNSYLVANIA RAILROAD, AND IN FRONT OF
 JU3027'LARGE BUTTONWOOD TREE.
 JU3027'
 JU3027'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN CONCRETE,
 JU3027'IN THE TOP OF A TILE.
 JU3027'
 JU3027'THIS IS A TRIANGULATION STATION USED BY THE U.S. ENGINEERS.
 JU3027'
 JU3027'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
 JU3027
 JU3027                          STATION RECOVERY (1932)
 JU3027
 JU3027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (LGS)
 JU3027'STATION RECOVERED AS DESCRIBED.  MARKS IN GOOD CONDITION.  LOCATED
 JU3027'ON RIVER SIDE OF RAILROAD TRACKS.  PENNSYLVANIA RAILROAD ABOUT
 JU3027'1.3 MILES BELOW DELAIR BRIDGE.  STATION MARK, A 1-INCH PIPE,
 JU3027'WITH TOP ABOUT 8 INCHES BELOW GROUND SURFACE, 309.4 FEET ABOVE
 JU3027'IRON WHISTLE POST WHICH STANDS ON RIVER SIDE OF TRACK, WHERE
 JU3027'CURVE TURNS FROM RIVER AND 11.6 FEET FROM OUTER RAIL.
 JU3027'
 JU3027'REFERENCE MARK IS A STANDARD C. AND G.S. TABLET IN CEMENT
 JU3027'MASS, 4 INCHES BELOW GROUND SURFACE, 8.67 METERS BELOW STATION
 JU3027'ALMOST IN LINE WITH WHISTLE POST.  STONES ARE PILED OVER PIPE
 JU3027'AND AN OLD SHEET IRON V-SHAPED BOX LIES JUST OUT TOWARDS THE
 JU3027'RIVER FROM STATION.
 JU3027
 JU3027                          STATION RECOVERY (1933)
 JU3027
 JU3027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3027'THIS STATION IS NEAR THE TRACKS OF THE PENNSYLVANIA RAILROAD
 JU3027'(AMBOY DIVISION) ABOUT 2.5 MILES NE OF CAMDEN CITY HALL AND
 JU3027'1.25 MILES SW OF THE DELAIR RAILROAD BRIDGE.  THE STATION MARK
 JU3027'IS A 1-INCH IRON PIPE, 8 INCHES BELOW THE GROUND AND COVERED
 JU3027'WITH STONES.  IT IS 309.4 FEET E OF THE IRON WHISTLE POST THAT
 JU3027'STANDS WHERE THE RAILROAD CURVES AWAY FROM THE RIVER, 11.6 FEET
 JU3027'N OF THE OUTER RAIL, 9.0 FEET S OF THE EDGE OF THE BANK, 88.0
 JU3027'FEET NE OF A HICKORY STUMP.
 JU3027'
 JU3027'A NEW STATION FOOT 106.73 FEET SSE ACROSS THE TRACKS ON THE
 JU3027'BLUFF AT THE FOOT OF FORTY-SEVENTH STREET.
 JU3027'
 JU3027'FOR A COMPLETE DESCRIPTION OF BANK SEE DESCRIPTION OF FOOT.
 JU3027
 JU3027                          STATION RECOVERY (1935)
 JU3027
 JU3027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 JU3027'ABOUT 2.5 MILES NE OF CAMDEN CITY HALL, 1-1/4 MILES BELOW DELAIR
 JU3027'BRIDGE, AT FOOT OF FORTY-SEVENTH STREET, ON NW SIDE OF
 JU3027'PENNSYLVANIA RAILROAD TRACKS, 309.4 FEET E OF AN IRON WHISTLE
 JU3027'POST WHICH IS NEAR POINT OF CURVATURE OF TRACK, 11.6 FEET N OF
 JU3027'N RAIL, AND 9.0 FEET S OF EDGE OF BANK.  A 1-INCH IRON PIPE WITH
 JU3027'TOP 6 INCHES UNDERGROUND.
 JU3027'
 JU3027'POSITION NOT RE-DETERMINED.
 JU3027
 JU3027                          STATION RECOVERY (1946)
 JU3027
 JU3027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3027'STATION WAS NOT RECOVERED AFTER A TWO-HOUR SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4224 ***********************************************************************
 KV4224  DESIGNATION -  BANK
 KV4224  PID         -  KV4224
 KV4224  STATE/COUNTY-  NJ/HUDSON
 KV4224  USGS QUAD   -  JERSEY CITY (1981)
 KV4224
 KV4224                         *CURRENT SURVEY CONTROL
 KV4224  ___________________________________________________________________
 KV4224* NAD 83(1996)-  40 43 10.50847(N)    074 06 27.18231(W)     ADJUSTED  
 KV4224* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4224  ___________________________________________________________________
 KV4224  LAPLACE CORR-           6.24  (seconds)                    DEFLEC99
 KV4224  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KV4224
 KV4224  HORZ ORDER  -  THIRD
 KV4224
 KV4224.The horizontal coordinates were established by classical geodetic methods
 KV4224.and adjusted by the National Geodetic Survey in September 1999..
 KV4224
 KV4224.The orthometric height was scaled from a topographic map.
 KV4224
 KV4224.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4224
 KV4224.The geoid height was determined by GEOID03.
 KV4224
 KV4224;                    North         East     Units Scale Factor Converg.
 KV4224;SPC NJ       -   209,484.408   183,155.064   MT  0.99991353   +0 15 21.7
 KV4224;SPC NJ       -   687,283.43    600,901.24   sFT  0.99991353   +0 15 21.7
 KV4224;SPC NY L     -    61,404.917   290,912.991   MT  0.99999748   -0 04 13.2
 KV4224;SPC NY L     -   201,459.30    954,437.04   sFT  0.99999748   -0 04 13.2
 KV4224;UTM  18      - 4,508,012.136   575,374.014   MT  0.99966993   +0 34 56.0
 KV4224
 KV4224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4224!SPC NJ       -   1.00000493  x   0.99991353  =   0.99991846
 KV4224!SPC NY L     -   1.00000493  x   0.99999748  =   1.00000241
 KV4224!UTM  18      -   1.00000493  x   0.99966993  =   0.99967486
 KV4224
 KV4224:                Primary Azimuth Mark                     Grid Az
 KV4224:SPC NJ       -  KEARNY PRR MEADOW SHOPS CHIM             013 39 26.8
 KV4224:SPC NY L     -  KEARNY PRR MEADOW SHOPS CHIM             013 59 01.7
 KV4224:UTM  18      -  KEARNY PRR MEADOW SHOPS CHIM             013 19 52.5
 KV4224
 KV4224|---------------------------------------------------------------------|
 KV4224| PID    Reference Object                     Distance      Geod. Az  |
 KV4224|                                                           dddmmss.s |
 KV4224| KV4286 KEARNY PRR MEADOW SHOPS CHIM        APPROX. 2.8 KM 0135448.5 |
 KV4224| KV4268 PUBLIC SERVICE LONE CHIMNEY         APPROX. 3.6 KM 0481119.4 |
 KV4224| CB5666 BANK RM 1                                          11630     |
 KV4224| KV4306 MUTUAL CHEMICAL CO STACK            APPROX. 1.2 KM 1332132.2 |
 KV4224| KV4291 JERSEY CITY GERMAN LUTH CH          APPROX. 2.3 KM 1472905.1 |
 KV4224| KV4303 C 2                                 APPROX. 0.8 KM 1801234.6 |
 KV4224| KV4299 NEWARK GROSS CO STACK               APPROX. 1.7 KM 2330502.2 |
 KV4224| CB5667 BANK RM 2                            12.649 METERS 28100     |
 KV4224| KV4274 LADEW CHIMNEY                       APPROX. 1.9 KM 3280748.7 |
 KV4224|---------------------------------------------------------------------|
 KV4224
 KV4224                          SUPERSEDED SURVEY CONTROL
 KV4224
 KV4224  NAD 83(1996)-  40 43 10.50837(N)    074 06 27.18244(W) AD(       ) 3
 KV4224  NAD 83(1996)-  40 43 10.50678(N)    074 06 27.18449(W) AD(       ) 3
 KV4224  NAD 83(1992)-  40 43 10.50638(N)    074 06 27.18507(W) AD(       ) 3
 KV4224  NAD 83(1986)-  40 43 10.50637(N)    074 06 27.18611(W) AD(       ) 3
 KV4224  NAD 27      -  40 43 10.13500(N)    074 06 28.67200(W) AD(       ) 3
 KV4224
 KV4224.Superseded values are not recommended for survey control.
 KV4224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4224.See file dsdata.txt to determine how the superseded data were derived.
 KV4224
 KV4224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7537408012(NAD 83)
 KV4224_MARKER: DS = TRIANGULATION STATION DISK
 KV4224_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4224_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4224
 KV4224  HISTORY     - Date     Condition        Report By
 KV4224  HISTORY     - 1913     MONUMENTED       CGS
 KV4224  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4224  HISTORY     - 20010411 MARK NOT FOUND   USPSQD
 KV4224
 KV4224                          STATION DESCRIPTION
 KV4224
 KV4224'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4224'ON THE W SIDE OF HACKENSACK RIVER ON THE EMBANKMENT BUILT FOR
 KV4224'THE SUPPORT OF THE WESTERN END OF THE NEW JERSEY CENTRAL
 KV4224'RAILROAD BRIDGE ABOUT 3/8 MILE ABOVE THE MOUTH OF THE RIVER.
 KV4224'
 KV4224'THE STATION IS ABOUT 40 METERS FROM THE E END OF THE
 KV4224'EMBANKMENT AND IS MARKED BY A C. AND G.S. STANDARD BRASS DISK
 KV4224'SET IN THE TOP OF A PIECE OF 5-INCH TILE PIPE FILLED WITH
 KV4224'CONCRETE AND SUNK TO SURFACE LEVEL.
 KV4224'
 KV4224'THE SUBSURFACE MARK IS THE NECK OF A BURIED BOTTLE SET IN CONCRETE.
 KV4224'
 KV4224'TWO REFERENCE MARKS, EACH A COPPER NAIL IN THE TOP OF A
 KV4224'CYLINDER OF CONCRETE CONTAINED IN A PIECE OF 3-INCH TILE PIPE,
 KV4224'ARE PLACED RESPECTIVELY 41.50 FEET S 54 DEG E AND 48.45 FEET N
 KV4224'70 DEG W FROM THE STATION.
 KV4224
 KV4224                          STATION RECOVERY (1931)
 KV4224
 KV4224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4224'STATION REPORTED LOST.
 KV4224
 KV4224                          STATION RECOVERY (2001)
 KV4224
 KV4224'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV4224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4820 ***********************************************************************
 KV4820  DESIGNATION -  BANK
 KV4820  PID         -  KV4820
 KV4820  STATE/COUNTY-  NJ/MIDDLESEX
 KV4820  USGS QUAD   -  PERTH AMBOY (1981)
 KV4820
 KV4820                         *CURRENT SURVEY CONTROL
 KV4820  ___________________________________________________________________
 KV4820* NAD 83(1996)-  40 30 33.17014(N)    074 16 03.88691(W)     ADJUSTED  
 KV4820* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 KV4820  ___________________________________________________________________
 KV4820  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 KV4820  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV4820
 KV4820  HORZ ORDER  -  SECOND
 KV4820
 KV4820.The horizontal coordinates were established by classical geodetic methods
 KV4820.and adjusted by the National Geodetic Survey in September 1999..
 KV4820
 KV4820.The orthometric height was scaled from a topographic map.
 KV4820
 KV4820.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4820
 KV4820.The geoid height was determined by GEOID03.
 KV4820
 KV4820;                    North         East     Units Scale Factor Converg.
 KV4820;SPC NJ       -   186,077.543   169,682.968   MT  0.99990477   +0 09 03.1
 KV4820;SPC NJ       -   610,489.41    556,701.54   sFT  0.99990477   +0 09 03.1
 KV4820;SPC NY L     -    38,072.890   277,306.597   MT  1.00001250   -0 10 30.5
 KV4820;SPC NY L     -   124,910.81    909,796.73   sFT  1.00001250   -0 10 30.5
 KV4820;UTM  18      - 4,484,534.996   562,038.452   MT  0.99964737   +0 28 32.4
 KV4820
 KV4820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4820!SPC NJ       -   1.00000295  x   0.99990477  =   0.99990772
 KV4820!SPC NY L     -   1.00000295  x   1.00001250  =   1.00001545
 KV4820!UTM  18      -   1.00000295  x   0.99964737  =   0.99965032
 KV4820
 KV4820|---------------------------------------------------------------------|
 KV4820| PID    Reference Object                     Distance      Geod. Az  |
 KV4820|                                                           dddmmss.s |
 KV4820| CB5668 BANK RM 1                             0.900 METERS 02003     |
 KV4820| KV4657 OUTER                               APPROX. 2.4 KM 0443204.4 |
 KV4820| CB5669 BANK RM 2                             0.870 METERS 10931     |
 KV4820|---------------------------------------------------------------------|
 KV4820
 KV4820                          SUPERSEDED SURVEY CONTROL
 KV4820
 KV4820  NAD 83(1996)-  40 30 33.17010(N)    074 16 03.88706(W) AD(       ) 2
 KV4820  NAD 83(1986)-  40 30 33.17158(N)    074 16 03.88321(W) AD(       ) 2
 KV4820  NAD 27      -  40 30 32.79000(N)    074 16 05.36000(W) AD(       ) 2
 KV4820
 KV4820.Superseded values are not recommended for survey control.
 KV4820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4820.See file dsdata.txt to determine how the superseded data were derived.
 KV4820
 KV4820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6203884535(NAD 83)
 KV4820_MARKER: DS = TRIANGULATION STATION DISK
 KV4820_SETTING: 0 = UNSPECIFIED SETTING
 KV4820
 KV4820  HISTORY     - Date     Condition        Report By
 KV4820  HISTORY     - 1931     MONUMENTED       CGS
 KV4820  HISTORY     - 1932     GOOD             CGS
 KV4820  HISTORY     - 1962     GOOD             CGS
 KV4820  HISTORY     - 1990     GOOD             USPSQD
 KV4820
 KV4820                          STATION DESCRIPTION
 KV4820
 KV4820'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4820'THIS STATION IS ON THE PERTH AMBOY BANK BUILDING, AT THE
 KV4820'JUNCTURE OF SMITH STREET, STATE STREET, AND NEW BRUNSWICK
 KV4820'AVENUE, THE TALLEST AND MOST PROMINENT BUILDING IN PERTH
 KV4820'AMBOY.  IT WAS COMPLETED JUST PRIOR TO THE STATION ESTABLISHMENT,
 KV4820'WHICH WAS MADE ON THE FLAT ROOF OF THE ELEVATOR TOWER, FROM
 KV4820'WHICH RISES A CONICAL-TOP, WOODEN WATER TANK.
 KV4820'
 KV4820'STATION WAS MARKED BY A STANDARD BRONZE DISK STAMPED BANK-1931
 KV4820'CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF AND SET 1 INCH
 KV4820'ABOVE THE ROOFING SURFACE.  TWO STANDARD BRONZE REFERENCE DISKS
 KV4820'STAMPED NO.1-1931 AND NO.2-1931 RESPECTIVELY, WERE CEMENTED IN
 KV4820'DRILL HOLES, AND SET VERTICALLY IN THE E AND N PARAPET
 KV4820'WALLS.  ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN, AS
 KV4820'FOLLOWS--
 KV4820'
 KV4820'NORMAL TO CIRCULAR BASE OF TANK 0.945 METERS
 KV4820'
 KV4820'TO NW CORNER (INSIDE OF WALL) 5.760 METERS
 KV4820'
 KV4820'NORMAL TO W PARAPET (INSIDE WALL) 5.70 METERS
 KV4820'
 KV4820'TO SE CORNER (INSIDE OF WALL) 4.280 METERS
 KV4820'
 KV4820'NORMAL TO S PARAPET (INSIDE WALL) 4.19 METERS
 KV4820'
 KV4820'THERE IS SUFFICIENT ROOM AND GOOD FOOTING FOR A CENTRAL TRIPOD
 KV4820'SET-UP ON THE TAR AND GRAVEL ROOFING.  NO OBSERVERS PLATFORM
 KV4820'IS NECESSARY.
 KV4820
 KV4820                          STATION RECOVERY (1932)
 KV4820
 KV4820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4820'STATION RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 KV4820'
 KV4820'TWO ECCENTRIC SET-UPS WERE REQUIRED TO OBTAIN CLEARANCE TO THE
 KV4820'WESTWARD, DIRECTIONS AND DISTANCES TO CENTER OBTAINED BY
 KV4820'MEASUREMENTS AND COMPUTATIONS.
 KV4820
 KV4820                          STATION RECOVERY (1962)
 KV4820
 KV4820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV4820'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 KV4820'GOOD CONDITION.  THE PREVIOUS DESCRIPTION IS ADEQUATE.
 KV4820'
 KV4820'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 KV4820
 KV4820                          STATION RECOVERY (1990)
 KV4820
 KV4820'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV4820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0366 ***********************************************************************
 JU0366  DESIGNATION -  BANK AZ MK
 JU0366  PID         -  JU0366
 JU0366  STATE/COUNTY-  NJ/CAPE MAY
 JU0366  USGS QUAD   -  OCEAN CITY (1994)
 JU0366
 JU0366                         *CURRENT SURVEY CONTROL
 JU0366  ___________________________________________________________________
 JU0366* NAD 83(1986)-  39 16 55.     (N)    074 34 51.     (W)     SCALED    
 JU0366* NAVD 88     -         1.939  (meters)       6.36   (feet)  ADJUSTED  
 JU0366  ___________________________________________________________________
 JU0366  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 JU0366  DYNAMIC HT  -           1.938 (meters)       6.36  (feet)  COMP
 JU0366  MODELED GRAV-     980,098.7   (mgal)                       NAVD 88
 JU0366
 JU0366  VERT ORDER  -  FIRST     CLASS II
 JU0366
 JU0366.The horizontal coordinates were scaled from a topographic map and have
 JU0366.an estimated accuracy of +/- 6 seconds.
 JU0366
 JU0366.The orthometric height was determined by differential leveling
 JU0366.and adjusted by the National Geodetic Survey in March 2005..
 JU0366.WARNING-Repeat measurements at this control monument indicate possible
 JU0366.vertical movement.
 JU0366
 JU0366.The geoid height was determined by GEOID03.
 JU0366
 JU0366.The dynamic height is computed by dividing the NAVD 88
 JU0366.geopotential number by the normal gravity value computed on the
 JU0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0366.degrees latitude (g = 980.6199 gals.).
 JU0366
 JU0366.The modeled gravity was interpolated from observed gravity values.
 JU0366
 JU0366;                    North         East    Units  Estimated Accuracy
 JU0366;SPC NJ       -    49,800.      143,030.      MT  (+/- 180 meters Scaled)
 JU0366
 JU0366                          SUPERSEDED SURVEY CONTROL
 JU0366
 JU0366  NAVD 88 (06/15/91)    1.934  (m)            6.35   (f) UNKNOWN     1 1
 JU0366  NGVD 29 (04/16/92)    2.326  (m)            7.63   (f) ADJUSTED    1 1
 JU0366
 JU0366.Superseded values are not recommended for survey control.
 JU0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0366.See file dsdata.txt to determine how the superseded data were derived.
 JU0366
 JU0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ361481(NAD 83)
 JU0366_MARKER: DZ = AZIMUTH MARK DISK
 JU0366_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0366_SP_SET: BRIDGE GUARDRAIL
 JU0366_STAMPING: BANK 1932
 JU0366_MARK LOGO: CGS   
 JU0366_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0366+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2000
 JU0366
 JU0366  HISTORY     - Date     Condition        Report By
 JU0366  HISTORY     - 1962     MONUMENTED       CGS
 JU0366  HISTORY     - 1964     GOOD             CGS
 JU0366  HISTORY     - 1979     GOOD             NGS
 JU0366  HISTORY     - 19970502 GOOD             NJGS
 JU0366  HISTORY     - 20000802 GOOD             NJGS
 JU0366  HISTORY     - 20030723 GOOD             NGS
 JU0366
 JU0366                          STATION DESCRIPTION
 JU0366
 JU0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0366'AT OCEAN CITY.
 JU0366'AT OCEAN CITY, AT THE SOUTH END OF THE OCEAN CITY SOMERS POINT
 JU0366'BRIDGE, SET IN THE TOP OF THE SOUTHWEST CONCRETE GUARD RAIL BASE
 JU0366'NEAR THE SOUTH END, 17.7 FEET NORTHWEST OF THE SOUTHEAST END OF
 JU0366'THE BRIDGE, 13.7 FEET NORTH-NORTHWEST OF BENCH MARK R.M. 1 (USE)
 JU0366'DESCRIBED, 0.5 FOOT SOUTHWEST OF THE NORTHEAST EDGE OF THE GUARD
 JU0366'RAIL BASE AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 JU0366
 JU0366                          STATION RECOVERY (1979)
 JU0366
 JU0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0366'RECOVERED IN GOOD CONDITION.
 JU0366
 JU0366                          STATION RECOVERY (1997)
 JU0366
 JU0366'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (JVS)
 JU0366'RECOVERED AS DESCRIBED.
 JU0366
 JU0366                          STATION RECOVERY (2000)
 JU0366
 JU0366'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU0366'RECOVERED AS DESCRIBED.
 JU0366
 JU0366                          STATION RECOVERY (2003)
 JU0366
 JU0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (EJM)
 JU0366'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5325 ***********************************************************************
 KV5325  DESIGNATION -  BANK RESET
 KV5325  PID         -  KV5325
 KV5325  STATE/COUNTY-  NJ/MIDDLESEX
 KV5325  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5325
 KV5325                         *CURRENT SURVEY CONTROL
 KV5325  ___________________________________________________________________
 KV5325* NAD 83(1996)-  40 26 19.36983(N)    074 21 36.71109(W)     ADJUSTED  
 KV5325* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5325  ___________________________________________________________________
 KV5325  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 KV5325  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KV5325
 KV5325  HORZ ORDER  -  SECOND
 KV5325
 KV5325.The horizontal coordinates were established by classical geodetic methods
 KV5325.and adjusted by the National Geodetic Survey in September 1999..
 KV5325
 KV5325.The orthometric height was scaled from a topographic map.
 KV5325
 KV5325.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5325
 KV5325.The geoid height was determined by GEOID03.
 KV5325
 KV5325;                    North         East     Units Scale Factor Converg.
 KV5325;SPC NJ       -   178,233.203   161,860.336   MT  0.99990173   +0 05 26.5
 KV5325;SPC NJ       -   584,753.43    531,036.79   sFT  0.99990173   +0 05 26.5
 KV5325;UTM  18      - 4,476,648.532   554,262.416   MT  0.99963624   +0 24 54.0
 KV5325
 KV5325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5325!SPC NJ       -   1.00000470  x   0.99990173  =   0.99990643
 KV5325!UTM  18      -   1.00000470  x   0.99963624  =   0.99964094
 KV5325
 KV5325:                Primary Azimuth Mark                     Grid Az
 KV5325:SPC NJ       -  HERCULES                                 056 02 30.2
 KV5325:UTM  18      -  HERCULES                                 055 43 02.7
 KV5325
 KV5325|---------------------------------------------------------------------|
 KV5325| PID    Reference Object                     Distance      Geod. Az  |
 KV5325|                                                           dddmmss.s |
 KV5325| KV5334 HERCULES                            APPROX. 2.4 KM 0560756.7 |
 KV5325| CB5670 BANK RM 1                            51.001 METERS 18130     |
 KV5325| CB5671 BANK RM 2                            42.989 METERS 22351     |
 KV5325| KV5324 BISSETT USE 1934                      3.422 METERS 35129     |
 KV5325|---------------------------------------------------------------------|
 KV5325
 KV5325                          SUPERSEDED SURVEY CONTROL
 KV5325
 KV5325  NAD 83(1996)-  40 26 19.36888(N)    074 21 36.71221(W) AD(       ) 2
 KV5325  NAD 83(1986)-  40 26 19.36966(N)    074 21 36.71178(W) AD(       ) 2
 KV5325  NAD 27      -  40 26 18.99100(N)    074 21 38.17500(W) AD(       ) 2
 KV5325
 KV5325.Superseded values are not recommended for survey control.
 KV5325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5325.See file dsdata.txt to determine how the superseded data were derived.
 KV5325
 KV5325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5426276649(NAD 83)
 KV5325_MARKER: Z = SEE DESCRIPTION
 KV5325_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV5325_SP_SET: PREFABRICATED CONCRETE POST
 KV5325
 KV5325  HISTORY     - Date     Condition        Report By
 KV5325  HISTORY     - 1928     MONUMENTED       USE
 KV5325  HISTORY     - 1934     SEE DESCRIPTION  CGS
 KV5325
 KV5325                          STATION DESCRIPTION
 KV5325
 KV5325'DESCRIBED BY US ENGINEERS 1928
 KV5325'THE STATION AS ESTABLISHED BY THE U.S.E. IN 1928 WAS A COPPER
 KV5325'TACK IN A WOODEN PLUG IN 1-INCH IRON PIPE PROJECTING 2 INCHES ABOVE
 KV5325'THE GROUND.
 KV5325
 KV5325                          STATION RECOVERY (1934)
 KV5325
 KV5325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5325'THE STATION AS ESTABLISHED BY THE U.S.E. IN 1928 WAS A COPPER
 KV5325'TACK IN A WOODEN PLUG IN 1-INCH IRON PIPE PROJECTING 2 INCHES ABOVE
 KV5325'THE GROUND.
 KV5325'
 KV5325'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A TILE.
 KV5325'
 KV5325'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 KV5325'
 KV5325'THE STATION WAS RECOVERED AND RE-MARKED BY PLACING A STANDARD
 KV5325'DISK TRIANGULATION MARK OVER EXACT CENTER OF TACK AND IS
 KV5325'LOCATED ON THE REMAINS OF AN OLD LOADING PIER (DIRT) ON S BANK OF
 KV5325'S RIVER 200 METERS SE OF NEW BRUNSWICK CONCRETE PRODUCTS COMPANY
 KV5325'PROPERTY, 4.40 METERS S OF END OF PIER, 4.40 METERS E OF W BANK
 KV5325'AND 5.90 METERS W OF E BANK.
 KV5325'
 KV5325'REFERENCE MARK NO.1 IS S OF STATION 20 METERS FROM RIVER BANK
 KV5325'IN SAND AND SHORT GRASS.
 KV5325'
 KV5325'REFERENCE MARK NO.2 IS SW OF STATION ON E BANK OF SMALL CREEK
 KV5325'IN HIGH GRASS AND WEEDS.
 KV5325'
 KV5325'A DIRECT TIE WAS MADE TO STATION BISSETT (U.S.E.) 1928.  IT IS
 KV5325'E OF STATION AND IS MARKED BY A 1/2 INCH IRON PIPE DRIVEN FLUSH
 KV5325'WITH THE GROUND.  NO DESCRIPTION OR INFORMATION ON THIS STATION
 KV5325'AVAILABLE BY U.S.E.  STATION IS IN VERY POOR CONDITION AND WAS
 KV5325'NOT RE-MARKED.
 KV5325'
 KV5325'TO REACH FROM S RIVER AS FOLLOWS--FOLLOW RIVER ROAD (DIRT) S TO
 KV5325'FIRST DIRT LANE (BEYOND NEW BRUNSWICK CONCRETE PRODUCT COMPANY
 KV5325'PLANT).  THIS IS JUST BEYOND A CLAY QUARRY ON E SIDE OF
 KV5325'ROAD.  FOLLOW THIS LANE ACROSS RAILROAD TRACKS AND TO RIVER BANK
 KV5325'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3915 ***********************************************************************
 KV3915  DESIGNATION -  BAR
 KV3915  PID         -  KV3915
 KV3915  STATE/COUNTY-  NJ/BERGEN
 KV3915  USGS QUAD   -  WEEHAWKEN (1995)
 KV3915
 KV3915                         *CURRENT SURVEY CONTROL
 KV3915  ___________________________________________________________________
 KV3915* NAD 83(1996)-  40 52 07.59248(N)    074 06 44.91326(W)     ADJUSTED  
 KV3915* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV3915  ___________________________________________________________________
 KV3915  LAPLACE CORR-           6.50  (seconds)                    DEFLEC99
 KV3915  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KV3915
 KV3915  HORZ ORDER  -  THIRD
 KV3915
 KV3915.The horizontal coordinates were established by classical geodetic methods
 KV3915.and adjusted by the National Geodetic Survey in September 1999..
 KV3915
 KV3915.The orthometric height was scaled from a topographic map.
 KV3915
 KV3915.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3915
 KV3915.The geoid height was determined by GEOID03.
 KV3915
 KV3915;                    North         East     Units Scale Factor Converg.
 KV3915;SPC NJ       -   226,048.499   182,665.760   MT  0.99991313   +0 15 12.9
 KV3915;SPC NJ       -   741,627.45    599,295.91   sFT  0.99991313   +0 15 12.9
 KV3915;SPC NY L     -    77,972.893   290,518.126   MT  0.99999495   -0 04 24.8
 KV3915;SPC NY L     -   255,816.07    953,141.55   sFT  0.99999495   -0 04 24.8
 KV3915;UTM  18      - 4,524,569.128   574,790.413   MT  0.99966885   +0 34 50.7
 KV3915
 KV3915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3915!SPC NJ       -   1.00000492  x   0.99991313  =   0.99991805
 KV3915!SPC NY L     -   1.00000492  x   0.99999495  =   0.99999987
 KV3915!UTM  18      -   1.00000492  x   0.99966885  =   0.99967377
 KV3915
 KV3915:                Primary Azimuth Mark                     Grid Az
 KV3915:SPC NJ       -  GARFIELD SCHOOLHOUSE CUPOLA              006 53 45.5
 KV3915:SPC NY L     -  GARFIELD SCHOOLHOUSE CUPOLA              007 13 23.2
 KV3915:UTM  18      -  GARFIELD SCHOOLHOUSE CUPOLA              006 34 07.7
 KV3915
 KV3915|---------------------------------------------------------------------|
 KV3915| PID    Reference Object                     Distance      Geod. Az  |
 KV3915|                                                           dddmmss.s |
 KV3915| KV3912 GARFIELD SCHOOLHOUSE CUPOLA         APPROX. 0.9 KM 0070858.4 |
 KV3915| CB5673 BAR RM 2                                           03128     |
 KV3915| KV3961 STREET                              345.128 METERS 12822     |
 KV3915| KV3946 GARFIELD HAMMERSCHLAG MFG TANK      APPROX. 0.9 KM 1354941.5 |
 KV3915| KV3952 PASSAIC TALL YELLOW CHIMNEY         APPROX. 1.0 KM 1575827.5 |
 KV3915| KV3936 PASSAIC GERA MILLS WATER TANK       APPROX. 1.1 KM 1670145.1 |
 KV3915| KV3941 PASSAIC GEN CHEM BLACK CHIM         APPROX. 1.0 KM 1773605.9 |
 KV3915| KV3966 CHURCH 1913                         APPROX. 0.6 KM 2242350.1 |
 KV3915| KV3955 ROOM                                149.552 METERS 26358     |
 KV3915| KV3956 PASSAIC RUSSIAN CATH CH SPIRE       298.586 METERS 26621     |
 KV3915| CB5672 BAR RM 1                                           29254     |
 KV3915| KV3925 PASSAIC BOTANY WORSTED CHIMNEY      APPROX. 0.7 KM 3104006.2 |
 KV3915| KV3926 LOW 1913                            449.541 METERS 3274711.9 |
 KV3915| KV3924 CINDERS                             APPROX. 0.6 KM 3435915.5 |
 KV3915|---------------------------------------------------------------------|
 KV3915
 KV3915                          SUPERSEDED SURVEY CONTROL
 KV3915
 KV3915  NAD 83(1996)-  40 52 07.59234(N)    074 06 44.91363(W) AD(       ) 3
 KV3915  NAD 83(1996)-  40 52 07.58925(N)    074 06 44.91784(W) AD(       ) 3
 KV3915  NAD 83(1992)-  40 52 07.58911(N)    074 06 44.91804(W) AD(       ) 3
 KV3915  NAD 83(1986)-  40 52 07.59650(N)    074 06 44.92583(W) AD(       ) 3
 KV3915  NAD 27      -  40 52 07.23700(N)    074 06 46.40700(W) AD(       ) 3
 KV3915
 KV3915.Superseded values are not recommended for survey control.
 KV3915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3915.See file dsdata.txt to determine how the superseded data were derived.
 KV3915
 KV3915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7479024569(NAD 83)
 KV3915_MARKER: T = CHISELED TRIANGLE
 KV3915_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV3915_SP_SET: BRIDGE SIDEWALK
 KV3915
 KV3915  HISTORY     - Date     Condition        Report By
 KV3915  HISTORY     - 1913     MONUMENTED       CGS
 KV3915  HISTORY     - 1933     SEE DESCRIPTION  CGS
 KV3915  HISTORY     - 1933     GOOD             CGS
 KV3915  HISTORY     - 1934     GOOD             CGS
 KV3915
 KV3915                          STATION DESCRIPTION
 KV3915
 KV3915'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV3915'STATION IS ON THE MONROE STREET BRIDGE BETWEEN PASSAIC AND
 KV3915'GARFIELD, A LITTLE W OF ITS CENTER AND THE LINE DIVIDING PASSAIC
 KV3915'AND BERGEN COUNTIES.  THE STATION IS MARKED BY A TRIANGLE AND THE
 KV3915'LETTERS U.S.C. AND G.S. CUT IN THE SIDEWALK OF THE BRIDGE, 6
 KV3915'INCHES FROM THE EDGE.  TWO CONCRETE POSTS, ONE MARKED, PASSAIC
 KV3915'COUNTY, AND THE OTHER, BERGEN COUNTY, SERVE AS REFERENCE MARKS
 KV3915'AND ARE RESPECTIVELY 53.3 FEET N 42 DEG E AND 68.1 FEET N 57
 KV3915'DEG W FROM THE STATION.
 KV3915
 KV3915                          STATION RECOVERY (1933)
 KV3915
 KV3915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3915'RECOVERED STATION IN GOOD CONDITION FROM THE DESCRIPTION.  THIS
 KV3915'STATION IS ON THE S SIDEWALK OF THE BRIDGE, AND WAS RE-MARKED.
 KV3915'
 KV3915'A COMPLETE DESCRIPTION FOLLOWS--
 KV3915'
 KV3915'THIS STATION IS OVER THE PASSAIC RIVER, IN PASSAIC ON THE
 KV3915'MONROE STREET BRIDGE.  IT IS ON THE S SIDEWALK NEAR THE CENTER
 KV3915'OF THE SPAN.
 KV3915'
 KV3915'STATION IS NOW MARKED BY A STANDARD C. AND G.S. BRONZE DISK
 KV3915'STAMPED BAR 1913-1933 CEMENTED IN A DRILL HOLE AND COUNTERSUNK
 KV3915'1/2 INCH BELOW THE SURFACE OF THE CONCRETE SIDEWALK.  THE
 KV3915'ORIGINAL REFERENCE MARKS WERE NOT RECOVERED, NOR ANY NEW REFERENCE
 KV3915'MARKS PLACED.
 KV3915'
 KV3915'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV3915'
 KV3915'NORMAL TO OUTSIDE EDGE OF CURB 0.23 METERS.
 KV3915'
 KV3915'NORMAL TO OUTSIDE EDGE OF S SIDEWALK 2.52 METERS.
 KV3915'
 KV3915'NORMAL TO E END OF CONCRETE SIDEWALK OF SPAN 43.99 METERS.
 KV3915'
 KV3915'NORMAL TO W END OF CONCRETE SIDEWALK OF SPAN 37.35 METERS.
 KV3915'
 KV3915'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD SET-UPS
 KV3915'ON THE CONCRETE SIDEWALK.
 KV3915'
 KV3915'STATION CHURCH IS DISTANT 591.0 METERS IN AZIMUTH 44 DEG 24 MIN
 KV3915'00 SEC.
 KV3915
 KV3915                          STATION RECOVERY (1933)
 KV3915
 KV3915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3915'STATION RECOVERED AS DESCRIBED, WITH THE FOLLOWING EXCEPTION--
 KV3915'
 KV3915'ONE REFERENCE DISTANCE SHOULD BE CHANGED TO READ NORMAL TO
 KV3915'OUTSIDE EDGE OF S SIDEWALK, 2.52 METERS.
 KV3915
 KV3915                          STATION RECOVERY (1934)
 KV3915
 KV3915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV3915'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5149 ***********************************************************************
 KV5149  DESIGNATION -  BAR 1933
 KV5149  PID         -  KV5149
 KV5149  STATE/COUNTY-  NJ/MONMOUTH
 KV5149  USGS QUAD   -  ASBURY PARK (1989)
 KV5149
 KV5149                         *CURRENT SURVEY CONTROL
 KV5149  ___________________________________________________________________
 KV5149* NAD 83(1996)-  40 11 05.42155(N)    074 02 28.37408(W)     ADJUSTED  
 KV5149* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5149  ___________________________________________________________________
 KV5149  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 KV5149  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV5149
 KV5149  HORZ ORDER  -  THIRD
 KV5149
 KV5149.The horizontal coordinates were established by classical geodetic methods
 KV5149.and adjusted by the National Geodetic Survey in September 1999..
 KV5149
 KV5149.The orthometric height was scaled from a topographic map.
 KV5149
 KV5149.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5149
 KV5149.The geoid height was determined by GEOID03.
 KV5149
 KV5149;                    North         East     Units Scale Factor Converg.
 KV5149;SPC NJ       -   150,137.178   189,067.743   MT  0.99991878   +0 17 45.7
 KV5149;SPC NJ       -   492,575.06    620,299.75   sFT  0.99991878   +0 17 45.7
 KV5149;UTM  18      - 4,448,713.585   581,621.145   MT  0.99968201   +0 37 07.3
 KV5149
 KV5149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5149!SPC NJ       -   1.00000505  x   0.99991878  =   0.99992383
 KV5149!UTM  18      -   1.00000505  x   0.99968201  =   0.99968706
 KV5149
 KV5149                          SUPERSEDED SURVEY CONTROL
 KV5149
 KV5149  NAD 83(1986)-  40 11 05.41966(N)    074 02 28.36853(W) AD(       ) 3
 KV5149  NAD 27      -  40 11 05.01100(N)    074 02 29.86700(W) AD(       ) 3
 KV5149
 KV5149.Superseded values are not recommended for survey control.
 KV5149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5149.See file dsdata.txt to determine how the superseded data were derived.
 KV5149
 KV5149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8162148714(NAD 83)
 KV5149_MARKER: N = NAIL
 KV5149_SETTING: 0 = UNSPECIFIED SETTING
 KV5149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5149
 KV5149  HISTORY     - Date     Condition        Report By
 KV5149  HISTORY     - 1933     MONUMENTED       CGS
 KV5149  HISTORY     - 1962     MARK NOT FOUND   CGS
 KV5149  HISTORY     - 19920809 MARK NOT FOUND   USPSQD
 KV5149
 KV5149                          STATION DESCRIPTION
 KV5149
 KV5149'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (PCD)
 KV5149'BAR IS AN UNOCCUPIED STATION MARKED WITH A COPPER NAIL IN THE TOP
 KV5149'OF A 2 BY 4 INCH STAKE DRIVEN INTO THE GROUND AT THE SW CORNER
 KV5149'OF THE FILL FORMING THE SOUTHERLY FLATS OF THE SHARK RIVER HILLS
 KV5149'COMPANY, INCORPORATED DEVELOPMENT.
 KV5149'
 KV5149'REFERENCE MARKS CONSISTING OF BRASS HEADED SCREWS AND COPPER
 KV5149'NAILS DRIVEN INTO PILES AND BULKHEAD ARE LOCATED AS SHOWN BELOW.
 KV5149'
 KV5149'DISTANCES ARE TO THE CENTER OF THE BRASS SCREW HEAD.
 KV5149'
 KV5149'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 KV5149
 KV5149                          STATION RECOVERY (1962)
 KV5149
 KV5149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5149'RMS 1 AND 2 WERE RECOVERED, IN UNDETERMINED CONDITION.  THEY ARE
 KV5149'BRASS SCREWS IN THE TOPS OF BADLY WEATHERED AND CHECKED PILING
 KV5149'IN THE WATER.  IT IS POSSIBLE THAT THE PILINGS HAVE BEEN
 KV5149'DISTURBED.  THE STATION MARK, A NAIL IN A STAKE, WAS NOT
 KV5149'RECOVERED.
 KV5149'
 KV5149'THE STATION IS ACROSS THE ROAD FROM A SMALL SHARK RIVER HILLS
 KV5149'WAR MEMORIAL PARK AND FLAG POLE, WITHIN THE FENCE OF A PRIVATE
 KV5149'BEACH.
 KV5149
 KV5149                          STATION RECOVERY (1992)
 KV5149
 KV5149'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1303 ***********************************************************************
 HU1303  DESIGNATION -  BARN EAST GABLE
 HU1303  PID         -  HU1303
 HU1303  STATE/COUNTY-  NJ/CAPE MAY
 HU1303  USGS QUAD   -  CAPE MAY (1972)
 HU1303
 HU1303                         *CURRENT SURVEY CONTROL
 HU1303  ___________________________________________________________________
 HU1303* NAD 83(1996)-  38 57 44.30612(N)    074 54 08.44322(W)     ADJUSTED  
 HU1303* NAVD 88     -                                                        
 HU1303  ___________________________________________________________________
 HU1303  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 HU1303  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 HU1303
 HU1303  HORZ ORDER  -  THIRD
 HU1303
 HU1303.The horizontal coordinates were established by classical geodetic methods
 HU1303.and adjusted by the National Geodetic Survey in September 1999..
 HU1303
 HU1303
 HU1303.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1303
 HU1303.The geoid height was determined by GEOID03.
 HU1303
 HU1303;                    North         East     Units Scale Factor Converg.
 HU1303;SPC NJ       -    14,393.404   115,131.212   MT  0.99991497   -0 15 10.8
 HU1303;SPC NJ       -    47,222.36    377,726.32   sFT  0.99991497   -0 15 10.8
 HU1303;UTM  18      - 4,312,598.326   508,460.574   MT  0.99960088   +0 03 41.1
 HU1303
 HU1303                          SUPERSEDED SURVEY CONTROL
 HU1303
 HU1303  NAD 83(1991)-  38 57 44.28959(N)    074 54 08.45108(W) AD(       ) 4
 HU1303  NAD 83(1986)-  38 57 44.28339(N)    074 54 08.45323(W) AD(       ) 4
 HU1303  NAD 27      -  38 57 43.87000(N)    074 54 09.82000(W) AD(       ) 3
 HU1303
 HU1303.Superseded values are not recommended for survey control.
 HU1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1303.See file dsdata.txt to determine how the superseded data were derived.
 HU1303
 HU1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0846112598(NAD 83)
 HU1303_MARKER: 81 = GABLE
 HU1303
 HU1303  HISTORY     - Date     Condition        Report By
 HU1303  HISTORY     - 1936     FIRST OBSERVED   CGS
 HU1303  HISTORY     - 1937     GOOD             CGS
 HU1303  HISTORY     - 20060915 MARK NOT FOUND   GEOCAC
 HU1303
 HU1303                          STATION DESCRIPTION
 HU1303
 HU1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 HU1303'THE CENTER OF THE PEAK OF THE E GABLE OF A LARGE, UNPAINTED BARN,
 HU1303'THE ONLY CONSPICUOUS ONE IN THE VICINITY, LOCATED ABOUT 2 MILES
 HU1303'NE OF CAPE MAY.  STATION IS ABOUT 1 MILE E OF THE MAIN HIGHWAY
 HU1303'LEADING TO CAPE MAY.
 HU1303
 HU1303                          STATION RECOVERY (1937)
 HU1303
 HU1303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 HU1303'RECOVERED AND THE BARN IS IN FAIR CONDITION.
 HU1303
 HU1303                          STATION RECOVERY (2006)
 HU1303
 HU1303'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU1303'BARN HAS BEEN REMOVED - THIS LOCATION IS NOW THE SOUTHERN TERMINUS OF
 HU1303'THE GARDEN STATE PARKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0026 ***********************************************************************
 JU0026  DESIGNATION -  BARNE
 JU0026  PID         -  JU0026
 JU0026  STATE/COUNTY-  NJ/OCEAN
 JU0026  USGS QUAD   -  SEASIDE PARK (1989)
 JU0026
 JU0026                         *CURRENT SURVEY CONTROL
 JU0026  ___________________________________________________________________
 JU0026* NAD 83(1996)-  39 56 44.43454(N)    074 06 03.15510(W)     ADJUSTED  
 JU0026* NAVD 88     -        10.675  (meters)      35.02   (feet)  ADJUSTED  
 JU0026  ___________________________________________________________________
 JU0026  X           -   1,341,387.196 (meters)                     COMP
 JU0026  Y           -  -4,709,249.734 (meters)                     COMP
 JU0026  Z           -   4,073,348.735 (meters)                     COMP
 JU0026  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 JU0026  ELLIP HEIGHT-         -22.40  (meters)          (10/23/02) GPS OBS
 JU0026  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU0026  DYNAMIC HT  -          10.670 (meters)      35.01  (feet)  COMP
 JU0026  MODELED GRAV-     980,162.7   (mgal)                       NAVD 88
 JU0026
 JU0026  HORZ ORDER  -  FIRST
 JU0026  VERT ORDER  -  FIRST     CLASS I
 JU0026  ELLP ORDER  -  FOURTH    CLASS I
 JU0026
 JU0026.The horizontal coordinates were established by GPS observations
 JU0026.and adjusted by the National Geodetic Survey in May 1999..
 JU0026
 JU0026.The orthometric height was determined by differential leveling
 JU0026.and adjusted by the National Geodetic Survey in June 1991..
 JU0026.WARNING-Repeat measurements at this control monument indicate possible
 JU0026.vertical movement.
 JU0026
 JU0026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0026
 JU0026.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0026
 JU0026.The ellipsoidal height was determined by GPS observations
 JU0026.and is referenced to NAD 83.
 JU0026
 JU0026.The geoid height was determined by GEOID03.
 JU0026
 JU0026.The dynamic height is computed by dividing the NAVD 88
 JU0026.geopotential number by the normal gravity value computed on the
 JU0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0026.degrees latitude (g = 980.6199 gals.).
 JU0026
 JU0026.The modeled gravity was interpolated from observed gravity values.
 JU0026
 JU0026;                    North         East     Units Scale Factor Converg.
 JU0026;SPC NJ       -   123,559.496   184,106.333   MT  0.99991432   +0 15 22.6
 JU0026;SPC NJ       -   405,378.11    604,022.19   sFT  0.99991432   +0 15 22.6
 JU0026;UTM  18      - 4,422,114.817   576,810.264   MT  0.99967263   +0 34 38.4
 JU0026
 JU0026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0026!SPC NJ       -   1.00000351  x   0.99991432  =   0.99991783
 JU0026!UTM  18      -   1.00000351  x   0.99967263  =   0.99967614
 JU0026
 JU0026:                Primary Azimuth Mark                     Grid Az
 JU0026:SPC NJ       -  BARNEGAT WATERWAY LIGHT 43               005 17 03.6
 JU0026:UTM  18      -  BARNEGAT WATERWAY LIGHT 43               004 57 47.8
 JU0026
 JU0026|---------------------------------------------------------------------|
 JU0026| PID    Reference Object                     Distance      Geod. Az  |
 JU0026|                                                           dddmmss.s |
 JU0026| JU2595 BARNEGAT WATERWAY LIGHT 43          APPROX. 0.7 KM 0053226.2 |
 JU0026| JU0025 BARNE RM 1                           11.555 METERS 01743     |
 JU0026| JU2598 SEASIDE HEIGHTS WATER TANK          APPROX. 1.9 KM 0963005.1 |
 JU0026| CB1223 BARNE AZ MK                                        1070004.6 |
 JU0026| JU0024 BARNE RM 2                           10.266 METERS 11407     |
 JU0026| JU2604 SEASIDE PARK NEW WATER TANK         APPROX. 2.3 KM 1204835.2 |
 JU0026| JU2614 SEASIDE PARK SHORE WATER TANK       APPROX. 4.7 KM 1600321.2 |
 JU0026| JU2611 BARNEGAT WATERWAY LIGHT 56          APPROX. 2.1 KM 1725544.8 |
 JU0026| JU2607 BARNEGAT WATERWAY LIGHT 54          APPROX. 1.3 KM 1853732.6 |
 JU0026| JU2603 BARNEGAT WATERWAY LIGHT 51          APPROX. 0.9 KM 1990749.6 |
 JU0026| JU2602 BARNEGAT WATERWAY LIGHT 50          APPROX. 0.8 KM 2093801.3 |
 JU0026| JU2593 BARNEGAT WATERWAY LIGHT 40          APPROX. 1.3 KM 3480910.2 |
 JU0026| JU2586 BARNEGAT WATERWAY LIGHT 35          APPROX. 3.7 KM 3514049.2 |
 JU0026| JU2591 BARNEGAT WATERWAY LIGHT 39          APPROX. 2.5 KM 3595956.8 |
 JU0026|---------------------------------------------------------------------|
 JU0026
 JU0026                          SUPERSEDED SURVEY CONTROL
 JU0026
 JU0026  ELLIP H (05/14/99)  -22.42   (m)                       GP(       ) 4 1
 JU0026  NAD 83(1986)-  39 56 44.43163(N)    074 06 03.15604(W) AD(       ) 1
 JU0026  ELLIP H (03/31/93)  -22.35   (m)                       GP(       ) 3 2
 JU0026  NAD 83(1986)-  39 56 44.42977(N)    074 06 03.14975(W) AD(       ) 3
 JU0026  NAD 27      -  39 56 43.99870(N)    074 06 04.66060(W) AD(       ) 3
 JU0026  NAVD 88 (04/25/94)   10.68   (m)           35.0    (f) LEVELING    3  
 JU0026  NAVD 88 (03/31/93)   10.67   (m)           35.0    (f) LEVELING    3  
 JU0026  NGVD 29 (04/16/92)   11.026  (m)           36.17   (f) ADJUSTED    1 1
 JU0026
 JU0026.Superseded values are not recommended for survey control.
 JU0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0026.See file dsdata.txt to determine how the superseded data were derived.
 JU0026
 JU0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7681022115(NAD 83)
 JU0026_MARKER: DS = TRIANGULATION STATION DISK
 JU0026_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0026_SP_SET: SIDEWALK ON BRIDGE
 JU0026_STAMPING: BARNE 1962
 JU0026_MARK LOGO: CGS   
 JU0026_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0026+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 JU0026
 JU0026  HISTORY     - Date     Condition        Report By
 JU0026  HISTORY     - 1962     MONUMENTED       CGS
 JU0026  HISTORY     - 1964     GOOD             CGS
 JU0026  HISTORY     - 1967     GOOD             CGS
 JU0026  HISTORY     - 1979     GOOD             NGS
 JU0026  HISTORY     - 1984     GOOD             USPSQD
 JU0026  HISTORY     - 1987     GOOD             USPSQD
 JU0026  HISTORY     - 1987     GOOD             USPSQD
 JU0026  HISTORY     - 1990     GOOD             USPSQD
 JU0026  HISTORY     - 19900807 GOOD             NJGS
 JU0026  HISTORY     - 19930303 GOOD             NJHA
 JU0026  HISTORY     - 20040327 GOOD             INDIV
 JU0026
 JU0026                          STATION DESCRIPTION
 JU0026
 JU0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU0026'NO MEASUREMENT BETWEEN RMS BUSY HIGHWAY.
 JU0026'
 JU0026'THE STATION IS LOCATED ON THE BRIDGE OVER BARNEGAT BAY, ABOUT
 JU0026'1.5 MILES WEST OF SEASIDE HEIGHTS, ABOUT 0.1 MILE EAST OF THE
 JU0026'BRIDGE LIFT AT THE HIGHEST POINT OF THE BRIDGE AND IS AT THE
 JU0026'WEST EDGE OF AN OFF-SET FOR DISABLED CARS.  IT IS SET FLUSH IN
 JU0026'A DRILL HOLE IN THE CEMENT SIDEWALK OF THE DISABLED CAR AREA
 JU0026'AND IS 10 INCHES HIGHER THAN THE BRIDGE FLOOR.  THE DISK IS
 JU0026'STAMPED BARNE 1962.
 JU0026'
 JU0026'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY
 JU0026'37 FOR 0.3 MILE TO THE MARK ON THE LEFT.
 JU0026'
 JU0026'REFERENCE MARK 1 IS SET FLUSH IN A DRILL HOLE, IN THE NORTH
 JU0026'SIDEWALK ON THE BRIDGE AND PROJECTS 10 INCHES ABOVE THE BRIDGE
 JU0026'FLOOR.  THE DISK IS STAMPED BARNE NO 1 1962.
 JU0026'
 JU0026'REFERENCE MARK 2 IS SET FLUSH IN A DRILL HOLE ON THE SOUTH SIDE
 JU0026'OF THE BRIDGE, ON THE SIDEWALK AND IS NEAR THE CENTER OF THE
 JU0026'DISABLED CAR AREA.  THE DISK IS STAMPED BARNE NO 2 1962.
 JU0026'
 JU0026'THE AZIMUTH MARK IS SET FLUSH IN A DRILL HOLE IN THE NORTH
 JU0026'CURB OF THE ROAD MEDIAN AND PROJECTS 10 INCHES ABOVE THE ROAD, 4
 JU0026'FEET NORTHEAST OF A METAL POST WITH A WITNESS SIGN AND ROAD
 JU0026'SIGN PAVEMENT NARROWS ATTACHED.  THE DISK IS STAMPED BARNE 1962.
 JU0026'
 JU0026'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU0026
 JU0026                          STATION RECOVERY (1964)
 JU0026
 JU0026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0026'5.4 MI E FROM TOMS RIVER.
 JU0026'ABOUT 5.4 MILES EAST ALONG WASHINGTON STREET AND STATE HIGHWAY
 JU0026'37 FROM THE POST OFFICE AT TOMS RIVER, ABOUT 0.1 MILE EAST OF THE
 JU0026'DRAW SPAN OF BRIDGE OVER BARNEGAT BAY, SET IN THE TOP OF THE SOUTH
 JU0026'SIDEWALK AT THE WEST END OF OFFSET FOR DISABLED CARS, 2.0 FEET
 JU0026'NORTHEAST OF THE SOUTHWEST CONCRETE BANISTER AT WEST END OF OFFSET,
 JU0026'2.1 FEET SOUTH OF THE SOUTH CURB OF HIGHWAY, 33.7 FEET WEST OF
 JU0026'BARNES R.M. 2 DESCRIBED, 37.9 FEET SOUTH OF AND ACROSS HIGHWAY FROM
 JU0026'BARNES R.M. 1 DESCRIBED, AND ABOUT 10 INCHES ABOVE THE LEVEL OF THE
 JU0026'BRIDGE FLOOR.
 JU0026
 JU0026                          STATION RECOVERY (1967)
 JU0026
 JU0026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GMW)
 JU0026'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2, AND THE AZIMUTH
 JU0026'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 JU0026'ORIGINAL DESCRIPTION.
 JU0026'
 JU0026'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU0026'1.5 MILES WEST OF SEASIDE HEIGHTS.
 JU0026
 JU0026                          STATION RECOVERY (1979)
 JU0026
 JU0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0026'RECOVERED IN GOOD CONDITION.
 JU0026
 JU0026                          STATION RECOVERY (1984)
 JU0026
 JU0026'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 JU0026'STATION FOUND GOOD - BUT WEATHERED STATION, RM 1 AND RM 2 AND AZIMUTH
 JU0026'MARK RECOVERED AS DESCRIBED BY GM WARD IN 1967.
 JU0026
 JU0026                          STATION RECOVERY (1987)
 JU0026
 JU0026'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0026'RECOVERED IN GOOD CONDITION.
 JU0026
 JU0026                          STATION RECOVERY (1987)
 JU0026
 JU0026'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0026'RECOVERED IN GOOD CONDITION.
 JU0026
 JU0026                          STATION RECOVERY (1990)
 JU0026
 JU0026'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 JU0026'RECOVERED IN GOOD CONDITION.
 JU0026
 JU0026                          STATION RECOVERY (1990)
 JU0026
 JU0026'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0026'THE STATION IS LOCATED IN DOVER TOWNSHIP, ABOUT 2.4 KM (1.5 MI) WEST
 JU0026'OF SEASIDE HEIGHTS, AT THE EAST END OF THE THOMAS A. MATHIS BRIDGE,
 JU0026'STRUCTURE NUMBER 1508150, CARRYING STATE HIGHWAY 37 EASTBOUND OVER
 JU0026'BARNEGAT BAY. TO REACH THE STATION FROM THE JUNCTION OF THE GARDEN
 JU0026'STATE PARKWAY, EXIT 82 AND STATE HIGHWAY 37, IN TOMS RIVER, GO 9.65
 JU0026'KM (6.00 MI) EAST ON STATE HIGHWAY 37 TO THE DISABLED VEHICLE OFFSET
 JU0026'PARKING AREA ON THE EAST END OF THE BRIDGE, 0.16 KM (0.10 MI) EAST OF
 JU0026'THE LIFT SPAN. THE STATION IS IN THE SIDEWALK ON THE WEST SIDE OF THE
 JU0026'OFFSET PARKING AREA, 10.25 M (33.63 FT) NORTHWEST OF BARNE RM 2, 0.24
 JU0026'M (0.79 FT) ABOVE THE BRIDGE DECK AND FLUSH IN THE SIDEWALK. BARNE RM
 JU0026'1 WAS RECOVERED BUT NO MEASUREMENTS TO IT WERE MADE AT THIS TIME.
 JU0026
 JU0026                          STATION RECOVERY (1993)
 JU0026
 JU0026'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 JU0026'RECOVERED IN GOOD CONDITION.
 JU0026
 JU0026                          STATION RECOVERY (2004)
 JU0026
 JU0026'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JFP)
 JU0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0023 ***********************************************************************
 JU0023  DESIGNATION -  BARNE AZ
 JU0023  PID         -  JU0023
 JU0023  STATE/COUNTY-  NJ/OCEAN
 JU0023  USGS QUAD   -  SEASIDE PARK (1989)
 JU0023
 JU0023                         *CURRENT SURVEY CONTROL
 JU0023  ___________________________________________________________________
 JU0023* NAD 83(1986)-  39 56 38.     (N)    074 05 39.     (W)     SCALED    
 JU0023* NAVD 88     -         1.869  (meters)       6.13   (feet)  ADJUSTED  
 JU0023  ___________________________________________________________________
 JU0023  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU0023  DYNAMIC HT  -           1.868 (meters)       6.13  (feet)  COMP
 JU0023  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 JU0023
 JU0023  VERT ORDER  -  FIRST     CLASS I
 JU0023
 JU0023.The horizontal coordinates were scaled from a topographic map and have
 JU0023.an estimated accuracy of +/- 6 seconds.
 JU0023
 JU0023.The orthometric height was determined by differential leveling
 JU0023.and adjusted by the National Geodetic Survey in June 1991..
 JU0023.WARNING-Repeat measurements at this control monument indicate possible
 JU0023.vertical movement.
 JU0023
 JU0023.The geoid height was determined by GEOID03.
 JU0023
 JU0023.The dynamic height is computed by dividing the NAVD 88
 JU0023.geopotential number by the normal gravity value computed on the
 JU0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0023.degrees latitude (g = 980.6199 gals.).
 JU0023
 JU0023.The modeled gravity was interpolated from observed gravity values.
 JU0023
 JU0023;                    North         East    Units  Estimated Accuracy
 JU0023;SPC NJ       -   123,360.      184,680.      MT  (+/- 180 meters Scaled)
 JU0023
 JU0023                          SUPERSEDED SURVEY CONTROL
 JU0023
 JU0023  NGVD 29 (04/16/92)    2.220  (m)            7.28   (f) ADJUSTED    1 1
 JU0023
 JU0023.Superseded values are not recommended for survey control.
 JU0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0023.See file dsdata.txt to determine how the superseded data were derived.
 JU0023
 JU0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK773219(NAD 83)
 JU0023_MARKER: DZ = AZIMUTH MARK DISK
 JU0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0023_SP_SET: CURB
 JU0023_STAMPING: BARNE 1962
 JU0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0023
 JU0023  HISTORY     - Date     Condition        Report By
 JU0023  HISTORY     - 1962     MONUMENTED       CGS
 JU0023  HISTORY     - 1964     GOOD             CGS
 JU0023  HISTORY     - 1979     GOOD             NGS
 JU0023  HISTORY     - 1984     GOOD             USPSQD
 JU0023  HISTORY     - 1987     GOOD             USPSQD
 JU0023  HISTORY     - 1987     GOOD             USPSQD
 JU0023  HISTORY     - 1990     GOOD             USPSQD
 JU0023  HISTORY     - 19940627 GOOD             USPSQD
 JU0023
 JU0023                          STATION DESCRIPTION
 JU0023
 JU0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0023'1.3 MI W FROM SEASIDE HEIGHTS.
 JU0023'ABOUT 0.25 MILE SOUTH ALONG CENTRAL AVENUE FROM THE SEASIDE
 JU0023'HEIGHTS FIRE HOUSE AND CITY HALL, THENCE ABOUT 1.05 MILES WEST
 JU0023'ALONG HAMILTON AVENUE AND STATE HIGHWAY 37, 0.2 MILE EAST OF THE
 JU0023'EAST END OF BRIDGE OVER BARNEGAT BAY (THOMAS A MATHIS BRIDGE),
 JU0023'2.8 FEET EAST-NORTHEAST OF A METAL POST WITH WITNESS SIGN AND
 JU0023'ROAD SIGN, 50 FEET EAST-NORTHEAST OF AND ACROSS HIGHWAY FROM
 JU0023'POWER POLE 4127, SET IN THE TOP OF THE SOUTH CURB OF THE WEST-BOUND
 JU0023'LANE OF HIGHWAY AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 JU0023
 JU0023                          STATION RECOVERY (1979)
 JU0023
 JU0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0023'RECOVERED IN GOOD CONDITION.
 JU0023
 JU0023                          STATION RECOVERY (1984)
 JU0023
 JU0023'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0023'CURB IS THE NORTH CURB OF THE MEDIAN STRIP OF HIGHWAY 37.
 JU0023
 JU0023                          STATION RECOVERY (1987)
 JU0023
 JU0023'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0023'RECOVERED IN GOOD CONDITION.
 JU0023
 JU0023                          STATION RECOVERY (1987)
 JU0023
 JU0023'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0023'RECOVERED IN GOOD CONDITION.
 JU0023
 JU0023                          STATION RECOVERY (1990)
 JU0023
 JU0023'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 JU0023'RECOVERED IN GOOD CONDITION.
 JU0023
 JU0023                          STATION RECOVERY (1994)
 JU0023
 JU0023'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0025 ***********************************************************************
 JU0025  DESIGNATION -  BARNE RM 1
 JU0025  PID         -  JU0025
 JU0025  STATE/COUNTY-  NJ/OCEAN
 JU0025  USGS QUAD   -  SEASIDE PARK (1989)
 JU0025
 JU0025                         *CURRENT SURVEY CONTROL
 JU0025  ___________________________________________________________________
 JU0025* NAD 83(1986)-  39 56 44.     (N)    074 06 04.     (W)     SCALED    
 JU0025* NAVD 88     -        10.693  (meters)      35.08   (feet)  ADJUSTED  
 JU0025  ___________________________________________________________________
 JU0025  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU0025  DYNAMIC HT  -          10.688 (meters)      35.07  (feet)  COMP
 JU0025  MODELED GRAV-     980,162.7   (mgal)                       NAVD 88
 JU0025
 JU0025  VERT ORDER  -  FIRST     CLASS I
 JU0025
 JU0025.The horizontal coordinates were scaled from a topographic map and have
 JU0025.an estimated accuracy of +/- 6 seconds.
 JU0025
 JU0025.The orthometric height was determined by differential leveling
 JU0025.and adjusted by the National Geodetic Survey in June 1991..
 JU0025.WARNING-Repeat measurements at this control monument indicate possible
 JU0025.vertical movement.
 JU0025
 JU0025.The geoid height was determined by GEOID03.
 JU0025
 JU0025.The dynamic height is computed by dividing the NAVD 88
 JU0025.geopotential number by the normal gravity value computed on the
 JU0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0025.degrees latitude (g = 980.6199 gals.).
 JU0025
 JU0025.The modeled gravity was interpolated from observed gravity values.
 JU0025
 JU0025;                    North         East    Units  Estimated Accuracy
 JU0025;SPC NJ       -   123,550.      184,090.      MT  (+/- 180 meters Scaled)
 JU0025
 JU0025                          SUPERSEDED SURVEY CONTROL
 JU0025
 JU0025  NGVD 29 (04/16/92)   11.044  (m)           36.23   (f) ADJUSTED    1 1
 JU0025
 JU0025.Superseded values are not recommended for survey control.
 JU0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0025.See file dsdata.txt to determine how the superseded data were derived.
 JU0025
 JU0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK767221(NAD 83)
 JU0025_MARKER: DR = REFERENCE MARK DISK
 JU0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0025_SP_SET: SIDEWALK
 JU0025_STAMPING: BARNE NO 1 1962
 JU0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0025
 JU0025  HISTORY     - Date     Condition        Report By
 JU0025  HISTORY     - 1962     MONUMENTED       CGS
 JU0025  HISTORY     - 1964     GOOD             CGS
 JU0025  HISTORY     - 1979     GOOD             NGS
 JU0025  HISTORY     - 1987     GOOD             USPSQD
 JU0025  HISTORY     - 1987     GOOD             USPSQD
 JU0025  HISTORY     - 1990     GOOD             USPSQD
 JU0025  HISTORY     - 19940627 GOOD             USPSQD
 JU0025
 JU0025                          STATION DESCRIPTION
 JU0025
 JU0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0025'5.4 MI E FROM TOMS RIVER.
 JU0025'ABOUT 5.4 MILES EAST ALONG WASHINGTON STREET AND STATE HIGHWAY
 JU0025'37 FROM THE POST OFFICE AT TOMS RIVER, ABOUT 0.1 MILE EAST OF THE
 JU0025'DRAW SPAN OF BRIDGE OVER BARNEGAT BAY, SET IN THE NORTH CONCRETE
 JU0025'SIDEWALK DIRECTLY ACROSS THE HIGHWAY FROM WEST END OF OFFSET FOR
 JU0025'DISABLED CARS, 1.5 FOOT NORTH OF THE NORTH CURB OF HIGHWAY, 0.3
 JU0025'FOOT SOUTH OF THE NORTH CONCRETE BANISTER 37.9 FEET NORTH OF
 JU0025'AND ACROSS HIGHWAY BARNE STATION DESCRIBED, AND ABOUT 10 INCHES
 JU0025'ABOVE THE LEVEL OF THE BRIDGE FLOOR.  NOTE-- MARK MAY ALSO BE
 JU0025'REACHED BY GOING ABOUT 0.25 MILE SOUTH ALONG CENTRAL AVENUE FROM
 JU0025'THE SEASIDE HEIGHTS FIRE HOUSE AND CITY HALL, THENCE ABOUT 1.45
 JU0025'MILES WEST ALONG HAMILTON AVENUE AND STATE HIGHWAY 37.
 JU0025
 JU0025                          STATION RECOVERY (1979)
 JU0025
 JU0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0025'RECOVERED IN GOOD CONDITION.
 JU0025
 JU0025                          STATION RECOVERY (1987)
 JU0025
 JU0025'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0025'RECOVERED IN GOOD CONDITION.
 JU0025
 JU0025                          STATION RECOVERY (1987)
 JU0025
 JU0025'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0025'RECOVERED IN GOOD CONDITION.
 JU0025
 JU0025                          STATION RECOVERY (1990)
 JU0025
 JU0025'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 JU0025'RECOVERED IN GOOD CONDITION.
 JU0025
 JU0025                          STATION RECOVERY (1994)
 JU0025
 JU0025'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0024 ***********************************************************************
 JU0024  DESIGNATION -  BARNE RM 2
 JU0024  PID         -  JU0024
 JU0024  STATE/COUNTY-  NJ/OCEAN
 JU0024  USGS QUAD   -  SEASIDE PARK (1989)
 JU0024
 JU0024                         *CURRENT SURVEY CONTROL
 JU0024  ___________________________________________________________________
 JU0024* NAD 83(1986)-  39 56 44.     (N)    074 06 04.     (W)     SCALED    
 JU0024* NAVD 88     -        10.500  (meters)      34.45   (feet)  ADJUSTED  
 JU0024  ___________________________________________________________________
 JU0024  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU0024  DYNAMIC HT  -          10.495 (meters)      34.43  (feet)  COMP
 JU0024  MODELED GRAV-     980,162.7   (mgal)                       NAVD 88
 JU0024
 JU0024  VERT ORDER  -  FIRST     CLASS I
 JU0024
 JU0024.The horizontal coordinates were scaled from a topographic map and have
 JU0024.an estimated accuracy of +/- 6 seconds.
 JU0024
 JU0024.The orthometric height was determined by differential leveling
 JU0024.and adjusted by the National Geodetic Survey in June 1991..
 JU0024.WARNING-Repeat measurements at this control monument indicate possible
 JU0024.vertical movement.
 JU0024
 JU0024.The geoid height was determined by GEOID03.
 JU0024
 JU0024.The dynamic height is computed by dividing the NAVD 88
 JU0024.geopotential number by the normal gravity value computed on the
 JU0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0024.degrees latitude (g = 980.6199 gals.).
 JU0024
 JU0024.The modeled gravity was interpolated from observed gravity values.
 JU0024
 JU0024;                    North         East    Units  Estimated Accuracy
 JU0024;SPC NJ       -   123,550.      184,090.      MT  (+/- 180 meters Scaled)
 JU0024
 JU0024                          SUPERSEDED SURVEY CONTROL
 JU0024
 JU0024  NGVD 29 (04/16/92)   10.851  (m)           35.60   (f) ADJUSTED    1 1
 JU0024
 JU0024.Superseded values are not recommended for survey control.
 JU0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0024.See file dsdata.txt to determine how the superseded data were derived.
 JU0024
 JU0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK767221(NAD 83)
 JU0024_MARKER: DR = REFERENCE MARK DISK
 JU0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0024_SP_SET: SIDEWALK
 JU0024_STAMPING: BARNE 1962 NO 2
 JU0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0024
 JU0024  HISTORY     - Date     Condition        Report By
 JU0024  HISTORY     - 1962     MONUMENTED       CGS
 JU0024  HISTORY     - 1964     GOOD             CGS
 JU0024  HISTORY     - 1979     GOOD             NGS
 JU0024  HISTORY     - 1987     GOOD             USPSQD
 JU0024  HISTORY     - 1987     GOOD             USPSQD
 JU0024  HISTORY     - 1990     GOOD             USPSQD
 JU0024  HISTORY     - 19940627 GOOD             USPSQD
 JU0024
 JU0024                          STATION DESCRIPTION
 JU0024
 JU0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0024'5.4 MI E FROM TOMS RIVER.
 JU0024'ABOUT 5.4 MILES EAST ALONG WASHINGTON STREET AND STATE HIGHWAY
 JU0024'37 FROM THE POST OFFICE AT TOMS RIVER, ABOUT 0.1 MILE EAST OF THE
 JU0024'DRAW SPAN OF BRIDGE OVER BARNEGAT BAY, SET IN THE TOP OF THE SOUTH
 JU0024'CONCRETE SIDEWALK NEAR THE CENTER OF OFFSET FOR DISABLED CARS,
 JU0024'3.9 FEET SOUTH OF THE SOUTH CURB OF HIGHWAY, 0.2 FOOT NORTH OF THE
 JU0024'SOUTH CONCRETE BANISTER BASE, 33.7 FEET EAST OF BARNE STATION
 JU0024'DESCRIBED, AND ABOUT 10-INCHES ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 JU0024
 JU0024                          STATION RECOVERY (1979)
 JU0024
 JU0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0024'RECOVERED IN GOOD CONDITION.
 JU0024
 JU0024                          STATION RECOVERY (1987)
 JU0024
 JU0024'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0024'RECOVERED IN GOOD CONDITION.
 JU0024
 JU0024                          STATION RECOVERY (1987)
 JU0024
 JU0024'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0024'RECOVERED IN GOOD CONDITION.
 JU0024
 JU0024                          STATION RECOVERY (1990)
 JU0024
 JU0024'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 JU0024'RECOVERED IN GOOD CONDITION.
 JU0024
 JU0024                          STATION RECOVERY (1994)
 JU0024
 JU0024'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4422 ***********************************************************************
 JU4422  DESIGNATION -  BARNEGAT
 JU4422  PID         -  JU4422
 JU4422  STATE/COUNTY-  NJ/OCEAN
 JU4422  USGS QUAD   -  BROOKVILLE (1972)
 JU4422
 JU4422                         *CURRENT SURVEY CONTROL
 JU4422  ___________________________________________________________________
 JU4422* NAD 83(1996)-  39 45 07.87833(N)    074 15 10.44112(W)     ADJUSTED  
 JU4422* NAVD 88     -        31.5    (meters)     103.     (feet)  GPS OBS   
 JU4422  ___________________________________________________________________
 JU4422  X           -   1,332,627.574 (meters)                     COMP
 JU4422  Y           -  -4,726,056.668 (meters)                     COMP
 JU4422  Z           -   4,056,868.544 (meters)                     COMP
 JU4422  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 JU4422  ELLIP HEIGHT-          -1.68  (meters)          (10/23/02) GPS OBS
 JU4422  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JU4422
 JU4422  HORZ ORDER  -  FIRST
 JU4422  ELLP ORDER  -  FOURTH    CLASS I
 JU4422
 JU4422.The horizontal coordinates were established by GPS observations
 JU4422.and adjusted by the National Geodetic Survey in May 1999..
 JU4422
 JU4422.The orthometric height was determined by GPS observations and a
 JU4422.high-resolution geoid model.
 JU4422
 JU4422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4422
 JU4422.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4422
 JU4422.The ellipsoidal height was determined by GPS observations
 JU4422.and is referenced to NAD 83.
 JU4422
 JU4422.The geoid height was determined by GEOID03.
 JU4422
 JU4422;                    North         East     Units Scale Factor Converg.
 JU4422;SPC NJ       -   102,031.281   171,174.769   MT  0.99990552   +0 09 28.8
 JU4422;SPC NJ       -   334,747.63    561,595.89   sFT  0.99990552   +0 09 28.8
 JU4422;UTM  18      - 4,400,519.990   564,002.471   MT  0.99965043   +0 28 39.9
 JU4422
 JU4422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4422!SPC NJ       -   1.00000026  x   0.99990552  =   0.99990578
 JU4422!UTM  18      -   1.00000026  x   0.99965043  =   0.99965069
 JU4422
 JU4422                          SUPERSEDED SURVEY CONTROL
 JU4422
 JU4422  ELLIP H (05/14/99)   -1.69   (m)                       GP(       ) 4 1
 JU4422  NAD 83(1992)-  39 45 07.87484(N)    074 15 10.44013(W) AD(       ) 1
 JU4422  ELLIP H (04/25/94)   -1.69   (m)                       GP(       ) 3 1
 JU4422
 JU4422.Superseded values are not recommended for survey control.
 JU4422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4422.See file dsdata.txt to determine how the superseded data were derived.
 JU4422
 JU4422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6400200520(NAD 83)
 JU4422_MARKER: DD = SURVEY DISK
 JU4422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4422_SP_SET: CONCRETE POST
 JU4422_STAMPING: BARNEGAT 1991
 JU4422_MARK LOGO: NJHA  
 JU4422_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4422+STABILITY: SURFACE MOTION
 JU4422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4422+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2006
 JU4422
 JU4422  HISTORY     - Date     Condition        Report By
 JU4422  HISTORY     - 1991     MONUMENTED       NJHA
 JU4422  HISTORY     - 19930518 GOOD
 JU4422  HISTORY     - 20060414 GOOD             INDIV
 JU4422
 JU4422                          STATION DESCRIPTION
 JU4422
 JU4422'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 JU4422'THE STATION IS LOCATED IN BARNEGAT TOWNSHIP IN AN OLD SAND PIT WHICH
 JU4422'LIES BETWEEN THE SOUTHBOUND AND NORTHBOUND ROADWAYS OF THE GARDEN
 JU4422'STATE PARKWAY ABOUT 0.5 MI (0.8 KM) SOUTH OF THE WEST BAY AVENUE
 JU4422'OVERPASS, OR AT ABOUT MILEPOINT 67.28 SOUTHBOUND.  TO REACH THE
 JU4422'STATION FROM THE GARDEN STATE PARKWAY SOUTHBOUND, GET ON THE GARDEN
 JU4422'STATE PARKWAY FROM WARETOWN ROAD AT INTERCHANGE 69, GO SOUTH ABOUT
 JU4422'2.2 MI (3.5 KM) AND TURN LEFT ONTO AN UNPAVED ACCESS WHICH IS ABOUT
 JU4422'200 FT (61.0 M) SOUTH OF MILE MARKER 67.3, GO ABOUT 200 FT (61.0 M)
 JU4422'EASTERLY ON THE UNPAVED ACCESS TO THE STATION ON THE RIGHT, PROJECTING
 JU4422'ABOUT 0.1 FT (3.0 CM) ABOVE GROUND, SURROUNDED BY FOUR SMALL PINE
 JU4422'TREES.
 JU4422
 JU4422                          STATION RECOVERY (1993)
 JU4422
 JU4422'RECOVERED 1993
 JU4422'RECOVERED IN GOOD CONDITION.
 JU4422
 JU4422                          STATION RECOVERY (2006)
 JU4422
 JU4422'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (PT)
 JU4422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2646 ***********************************************************************
 JU2646  DESIGNATION -  BARNEGAT BELL TELEPHONE TOWER
 JU2646  PID         -  JU2646
 JU2646  STATE/COUNTY-  NJ/OCEAN
 JU2646  USGS QUAD   -  FORKED RIVER (1989)
 JU2646
 JU2646                         *CURRENT SURVEY CONTROL
 JU2646  ___________________________________________________________________
 JU2646* NAD 83(1996)-  39 45 27.05493(N)    074 14 55.09454(W)     ADJUSTED  
 JU2646* NAVD 88     -                                                        
 JU2646  ___________________________________________________________________
 JU2646  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 JU2646  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JU2646
 JU2646  HORZ ORDER  -  THIRD
 JU2646
 JU2646.The horizontal coordinates were established by classical geodetic methods
 JU2646.and adjusted by the National Geodetic Survey in September 1999..
 JU2646
 JU2646
 JU2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2646
 JU2646.The geoid height was determined by GEOID03.
 JU2646
 JU2646;                    North         East     Units Scale Factor Converg.
 JU2646;SPC NJ       -   102,623.677   171,538.415   MT  0.99990571   +0 09 38.7
 JU2646;SPC NJ       -   336,691.18    562,788.95   sFT  0.99990571   +0 09 38.7
 JU2646;UTM  18      - 4,401,114.255   564,362.713   MT  0.99965100   +0 28 50.0
 JU2646
 JU2646                          SUPERSEDED SURVEY CONTROL
 JU2646
 JU2646  NAD 83(1986)-  39 45 27.04668(N)    074 14 55.08746(W) AD(       ) 4
 JU2646  NAD 27      -  39 45 26.61600(N)    074 14 56.57600(W) AD(       ) 3
 JU2646
 JU2646.Superseded values are not recommended for survey control.
 JU2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2646.See file dsdata.txt to determine how the superseded data were derived.
 JU2646
 JU2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6436301114(NAD 83)
 JU2646_MARKER: 55 = TOWER
 JU2646
 JU2646  HISTORY     - Date     Condition        Report By
 JU2646  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2646  HISTORY     - 1984     GOOD             USPSQD
 JU2646
 JU2646                          STATION DESCRIPTION
 JU2646
 JU2646'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2646'THE STATION IS THE CENTER OF THE TOP OF THE TOWER LOCATED ABOUT
 JU2646'2 MILES WEST OF BARNEGAT, AT MILE POST 68 ON THE GARDEN STATE
 JU2646'PARKWAY AND OWNED BY THE NEW JERSEY BELL TELEPHONE CO.  IT IS A
 JU2646'SILVER STEEL STRUCTURE AND THE OVERALL HEIGHT IS 190 FEET.  THE
 JU2646'TOWER IS ABANDONED.
 JU2646
 JU2646                          STATION RECOVERY (1984)
 JU2646
 JU2646'RECOVERY NOTE BY US POWER SQUADRON 1984 (AWT)
 JU2646'STATION FOUND FAIR TO GOOD.
 JU2646'TOWER HAS 2 MICRO-WAVE DISCS ON IT.  TRAVELLING ON GARDEN STATE
 JU2646'PARKWAY IT IS POSITIONED EAST OF THE ROAD WAY S (DUAL HIGHWAY)
 JU2646'BETWEEN MILE POSTS 68 AND 67.9.
 JU2646'
 JU2646'STATION 1019 (BARNEGAT RADIO KEJ 805 MAST) ALSO VISIBLE HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2640 ***********************************************************************
 JU2640  DESIGNATION -  BARNEGAT COAST GUARD FLAGTOWER
 JU2640  PID         -  JU2640
 JU2640  STATE/COUNTY-  NJ/OCEAN
 JU2640  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU2640
 JU2640                         *CURRENT SURVEY CONTROL
 JU2640  ___________________________________________________________________
 JU2640* NAD 83(1996)-  39 45 29.66554(N)    074 06 17.32176(W)     ADJUSTED  
 JU2640* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2640  ___________________________________________________________________
 JU2640  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 JU2640  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JU2640
 JU2640  HORZ ORDER  -  THIRD
 JU2640
 JU2640.The horizontal coordinates were established by classical geodetic methods
 JU2640.and adjusted by the National Geodetic Survey in September 1999..
 JU2640
 JU2640.The orthometric height was scaled from a topographic map.
 JU2640
 JU2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2640
 JU2640.The geoid height was determined by GEOID03.
 JU2640
 JU2640;                    North         East     Units Scale Factor Converg.
 JU2640;SPC NJ       -   102,748.655   183,862.035   MT  0.99991411   +0 15 09.9
 JU2640;SPC NJ       -   337,101.21    603,220.69   sFT  0.99991411   +0 15 09.9
 JU2640;UTM  18      - 4,401,307.966   576,682.384   MT  0.99967239   +0 34 21.2
 JU2640
 JU2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2640!SPC NJ       -   1.00000497  x   0.99991411  =   0.99991908
 JU2640!UTM  18      -   1.00000497  x   0.99967239  =   0.99967736
 JU2640
 JU2640:                Primary Azimuth Mark                     Grid Az
 JU2640:SPC NJ       -  FORKED RIVER CG WATCH TOWER              010 45 12.9
 JU2640:UTM  18      -  FORKED RIVER CG WATCH TOWER              010 26 01.6
 JU2640
 JU2640|---------------------------------------------------------------------|
 JU2640| PID    Reference Object                     Distance      Geod. Az  |
 JU2640|                                                           dddmmss.s |
 JU2640| JU2633 FORKED RIVER CG WATCH TOWER         APPROX. 5.0 KM 0110022.8 |
 JU2640| JU2630 BARNEGAT INLET N JETTY LIGHT        APPROX. 1.3 KM 0854504.9 |
 JU2640|---------------------------------------------------------------------|
 JU2640
 JU2640                          SUPERSEDED SURVEY CONTROL
 JU2640
 JU2640  NAD 83(1986)-  39 45 29.65805(N)    074 06 17.31480(W) AD(       ) 3
 JU2640  NAD 27      -  39 45 29.22700(N)    074 06 18.82600(W) AD(       ) 3
 JU2640
 JU2640.Superseded values are not recommended for survey control.
 JU2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2640.See file dsdata.txt to determine how the superseded data were derived.
 JU2640
 JU2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7668201308(NAD 83)
 JU2640_MARKER: 55 = TOWER
 JU2640
 JU2640  HISTORY     - Date     Condition        Report By
 JU2640  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU2640  HISTORY     - 1962     GOOD             CGS
 JU2640  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU2640
 JU2640                          STATION DESCRIPTION
 JU2640
 JU2640'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2640'STATION WAS LOCATED AND DESCRIBED BY R.C. BOLSTEAD IN 1935 AS A
 JU2640'TOPOGRAPHIC STATION.  IT WAS RECOVERED AND RELOCATED BY THIS
 JU2640'PARTY AS AN INTERSECTION TRIANGULATION STATION.  IT IS LOCATED
 JU2640'ON LONG BEACH IN BARNEGAT CITY AT THE COAST GUARD STATION.  IT
 JU2640'IS ON THE E SIDE OF THE MAIN N AND S HIGHWAY OF THE ISLAND.  THE
 JU2640'STATION IS THE FLAGPOLE ON THE TOP OF THE STRUCTURAL STEEL
 JU2640'TOWER.  THE STATION IS NOT MARKED.
 JU2640'
 JU2640'HEIGHT OF STATION ABOVE GROUND - 50 FEET.
 JU2640
 JU2640                          STATION RECOVERY (1962)
 JU2640
 JU2640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2640'RECOVERED IN GOOD CONDITION AS DESCRIBED.  STRUCTURE HAS NOT
 JU2640'BEEN ALTERED TO THE KNOWLEDGE OF COAST GUARD PERSONNEL.
 JU2640
 JU2640                          STATION RECOVERY (1984)
 JU2640
 JU2640'RECOVERY NOTE BY US POWER SQUADRON 1984 (AWT)
 JU2640'STATION FOUND DESTROYED.
 JU2640'
 JU2640'FLAG TOWER WAS BLOWN DOWN IN A 1982 STORM.  IT HAS NOT BEEN REPLACED.
 JU2640'BUILDING IS STILL PROPERTY OF THE COAST GUARD, APPROXIMATELY ONE
 JU2640'FOOT OF THE FLAGPOLE REMAINS INBEDDED AND PROJECTING ONE FOOT ABOVE
 JU2640'THE CONCRETE FOOTING WHICH PROJECTS ABOUT 18 INCHES ABOVE GROUND
 JU2640'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2631 ***********************************************************************
 JU2631  DESIGNATION -  BARNEGAT INLET N BREAKWATER LT
 JU2631  PID         -  JU2631
 JU2631  STATE/COUNTY-  NJ/OCEAN
 JU2631  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU2631
 JU2631                         *CURRENT SURVEY CONTROL
 JU2631  ___________________________________________________________________
 JU2631* NAD 83(1996)-  39 45 32.69803(N)    074 05 23.96676(W)     ADJUSTED  
 JU2631* NAVD 88     -                                                        
 JU2631  ___________________________________________________________________
 JU2631  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 JU2631  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JU2631
 JU2631  HORZ ORDER  -  THIRD
 JU2631
 JU2631.The horizontal coordinates were established by classical geodetic methods
 JU2631.and adjusted by the National Geodetic Survey in September 1999..
 JU2631
 JU2631
 JU2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2631
 JU2631.The geoid height was determined by GEOID03.
 JU2631
 JU2631;                    North         East     Units Scale Factor Converg.
 JU2631;SPC NJ       -   102,847.880   185,131.546   MT  0.99991519   +0 15 44.0
 JU2631;SPC NJ       -   337,426.75    607,385.75   sFT  0.99991519   +0 15 44.0
 JU2631;UTM  18      - 4,401,414.250   577,951.016   MT  0.99967481   +0 34 55.3
 JU2631
 JU2631                          SUPERSEDED SURVEY CONTROL
 JU2631
 JU2631  NAD 83(1986)-  39 45 32.68882(N)    074 05 23.96000(W) AD(       ) 4
 JU2631  NAD 27      -  39 45 32.25500(N)    074 05 25.47700(W) AD(       ) 3
 JU2631
 JU2631.Superseded values are not recommended for survey control.
 JU2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2631.See file dsdata.txt to determine how the superseded data were derived.
 JU2631
 JU2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7795101414(NAD 83)
 JU2631_MARKER: 14 = NAVIGATION LIGHT
 JU2631
 JU2631  HISTORY     - Date     Condition        Report By
 JU2631  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2631  HISTORY     - 1984     GOOD             USPSQD
 JU2631
 JU2631                          STATION DESCRIPTION
 JU2631
 JU2631'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2631'THE STATION IS THE CENTER OF A FLASHING RED LIGHT ATOP OF A
 JU2631'WHITE SKELETON STEEL TOWER, AND IS 25 FEET ABOVE THE WATER.  IT
 JU2631'IS LOCATED ABOUT 1 MILE EAST-SOUTHEAST OF THE BARNEGAT
 JU2631'LIGHTHOUSE AND IS ON THE OUTER END OF THE NORTH BREAKWATER.
 JU2631
 JU2631                          STATION RECOVERY (1984)
 JU2631
 JU2631'RECOVERY NOTE BY US POWER SQUADRON 1984 (JBD)
 JU2631'CENTER OF FLASHING RED LIGHT RECOVERED - GOOD.
 JU2631'
 JU2631'THE OUTER END OF THE NORTH BREAKWATER WAS OBSERVED TO HAVE A
 JU2631'LIGHT AS STATED IN THE 1962 DESCRIPTION.
 JU2631'
 JU2631'THE OBSERVATION IS IN ACCORD WITH NOAA CHART SC12324, ED22,
 JU2631'JAN/84 THAT SHOWS A RED LIGHT AT THE OUTER END OF THE NORTH
 JU2631'BREAKWATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2632 ***********************************************************************
 JU2632  DESIGNATION -  BARNEGAT INLET S BREAKWATER LT
 JU2632  PID         -  JU2632
 JU2632  STATE/COUNTY-  NJ/OCEAN
 JU2632  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU2632
 JU2632                         *CURRENT SURVEY CONTROL
 JU2632  ___________________________________________________________________
 JU2632* NAD 83(1996)-  39 45 25.81880(N)    074 05 33.92480(W)     ADJUSTED  
 JU2632* NAVD 88     -                                                        
 JU2632  ___________________________________________________________________
 JU2632  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 JU2632  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JU2632
 JU2632  HORZ ORDER  -  THIRD
 JU2632
 JU2632.The horizontal coordinates were established by classical geodetic methods
 JU2632.and adjusted by the National Geodetic Survey in September 1999..
 JU2632
 JU2632
 JU2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2632
 JU2632.The geoid height was determined by GEOID03.
 JU2632
 JU2632;                    North         East     Units Scale Factor Converg.
 JU2632;SPC NJ       -   102,634.652   184,895.495   MT  0.99991499   +0 15 37.6
 JU2632;SPC NJ       -   336,727.19    606,611.30   sFT  0.99991499   +0 15 37.6
 JU2632;UTM  18      - 4,401,199.760   577,716.215   MT  0.99967436   +0 34 48.9
 JU2632
 JU2632                          SUPERSEDED SURVEY CONTROL
 JU2632
 JU2632  NAD 83(1986)-  39 45 25.80961(N)    074 05 33.91808(W) AD(       ) 4
 JU2632  NAD 27      -  39 45 25.37600(N)    074 05 35.43500(W) AD(       ) 3
 JU2632
 JU2632.Superseded values are not recommended for survey control.
 JU2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2632.See file dsdata.txt to determine how the superseded data were derived.
 JU2632
 JU2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7771601200(NAD 83)
 JU2632_MARKER: 14 = NAVIGATION LIGHT
 JU2632
 JU2632  HISTORY     - Date     Condition        Report By
 JU2632  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2632  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU2632
 JU2632                          STATION DESCRIPTION
 JU2632
 JU2632'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2632'THE STATION IS THE CENTER OF A FLASHING GREEN LIGHT ATOP OF A
 JU2632'SKELETON STEEL TOWER, AND IS 44 FEET ABOVE THE WATER.  IT IS
 JU2632'LOCATED ABOUT 1 MILE EAST-SOUTHEAST OF THE BARNEGAT LIGHTHOUSE
 JU2632'AND IS ON THE OUTER END OF THE SOUTH BREAKWATER.
 JU2632
 JU2632                          STATION RECOVERY (1984)
 JU2632
 JU2632'RECOVERY NOTE BY US POWER SQUADRON 1984 (JBD)
 JU2632'CENTER OF FLASHING GREEN LIGHT NOT RECOVERED, DESTROYED.
 JU2632'
 JU2632'THE SOUTH BREAKWATER WAS OBSERVED TO BE WITHOUT A LIGHT OR ANY TYPE
 JU2632'OF STRUCTURE AT THE OUTER END.
 JU2632'
 JU2632'THE LAST EDITION OF NOAA CHART SC12324 IN WHICH A LIGHT APPEARED
 JU2632'ON THE SOUTH BREAKWATER WAS ED 20, JAN/82.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2629 ***********************************************************************
 JU2629  DESIGNATION -  BARNEGAT LIGHT 1872
 JU2629  PID         -  JU2629
 JU2629  STATE/COUNTY-  NJ/OCEAN
 JU2629  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU2629
 JU2629                         *CURRENT SURVEY CONTROL
 JU2629  ___________________________________________________________________
 JU2629* NAD 83(1996)-  39 45 51.61133(N)    074 06 22.41403(W)     ADJUSTED  
 JU2629* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2629  ___________________________________________________________________
 JU2629  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 JU2629  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JU2629
 JU2629  HORZ ORDER  -  THIRD
 JU2629
 JU2629.The horizontal coordinates were established by classical geodetic methods
 JU2629.and adjusted by the National Geodetic Survey in September 1999..
 JU2629
 JU2629.The orthometric height was scaled from a topographic map.
 JU2629
 JU2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2629
 JU2629.The geoid height was determined by GEOID03.
 JU2629
 JU2629;                    North         East     Units Scale Factor Converg.
 JU2629;SPC NJ       -   103,424.902   183,737.855   MT  0.99991401   +0 15 06.7
 JU2629;SPC NJ       -   339,319.87    602,813.28   sFT  0.99991401   +0 15 06.7
 JU2629;UTM  18      - 4,401,983.346   576,554.463   MT  0.99967215   +0 34 18.2
 JU2629
 JU2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2629!SPC NJ       -   1.00000513  x   0.99991401  =   0.99991914
 JU2629!UTM  18      -   1.00000513  x   0.99967215  =   0.99967728
 JU2629
 JU2629:                Primary Azimuth Mark                     Grid Az
 JU2629:SPC NJ       -  FORKED RIVER CG WATCH TOWER              014 00 03.2
 JU2629:UTM  18      -  FORKED RIVER CG WATCH TOWER              013 40 51.7
 JU2629
 JU2629|---------------------------------------------------------------------|
 JU2629| PID    Reference Object                     Distance      Geod. Az  |
 JU2629|                                                           dddmmss.s |
 JU2629| JU2633 FORKED RIVER CG WATCH TOWER         APPROX. 4.4 KM 0141509.9 |
 JU2629| JU2630 BARNEGAT INLET N JETTY LIGHT        APPROX. 1.5 KM 1124240.3 |
 JU2629|---------------------------------------------------------------------|
 JU2629
 JU2629                          SUPERSEDED SURVEY CONTROL
 JU2629
 JU2629  NAD 83(1986)-  39 45 51.60387(N)    074 06 22.40655(W) AD(       ) 3
 JU2629  NAD 27      -  39 45 51.17780(N)    074 06 23.89440(W) AD(       ) 3
 JU2629
 JU2629.Superseded values are not recommended for survey control.
 JU2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2629.See file dsdata.txt to determine how the superseded data were derived.
 JU2629
 JU2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7655401983(NAD 83)
 JU2629_MARKER: X = CHISELED CROSS
 JU2629_SETTING: 0 = UNSPECIFIED SETTING
 JU2629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2629
 JU2629  HISTORY     - Date     Condition        Report By
 JU2629  HISTORY     - 1865     MONUMENTED       CGS
 JU2629  HISTORY     - 1926     GOOD             CGS
 JU2629  HISTORY     - 1926     GOOD             CGS
 JU2629  HISTORY     - 1932     GOOD             CGS
 JU2629  HISTORY     - 1935     GOOD             CGS
 JU2629  HISTORY     - 1962     GOOD             CGS
 JU2629  HISTORY     - 1977     GOOD             NGS
 JU2629  HISTORY     - 1984     GOOD             USPSQD
 JU2629
 JU2629                          STATION DESCRIPTION
 JU2629
 JU2629'DESCRIBED BY COAST AND GEODETIC SURVEY 1865 (JF)
 JU2629'THE TRIANGULATION POINT IS MARKED WITH A COLD CHISEL + ON THE
 JU2629'IRON DECK NW SIDE OF LANTERN NEAR THE DOOR.
 JU2629'
 JU2629'DIAMETER OF MIDDLE SHAFT- 12.24 INCHES
 JU2629'
 JU2629'RADIUS- 6.12 INCHES
 JU2629'
 JU2629'DISTANCE FROM LIGHTHOUSE CENTER TO OUTER EDGE OF DECK PLATFORM- 8
 JU2629'FEET 10 87/100 INCHES
 JU2629'
 JU2629'TRIANGULATION POINT OR PLACE OF THE INSTRUMENT INSIDE OF EDGE 18
 JU2629'INCHES
 JU2629'
 JU2629'STATION FROM CENTER 7 FEET 04 87/100 INCHES
 JU2629
 JU2629                          STATION RECOVERY (1926)
 JU2629
 JU2629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (WHB)
 JU2629'STATION FOUND AS DESCRIBED.
 JU2629'
 JU2629'DESCRIPTION OF THE ECCENTRIC STATION.
 JU2629'
 JU2629'MARKED BY A CROSS ABOUT 2 CENTIMETERS IN WIDTH AND 3 MILLIMETERS
 JU2629'DEEP CUT IN THE METAL FLOOR OF THE BALCONY IN FRONT OF THE CENTER
 JU2629'OF THE DOOR OPENING ON THE BALCONY, 0.615 METER FROM THE INNER
 JU2629'EDGE OF THE IRON DOOR SILL AND 0.57 METER FROM THE OUTER EDGE OF
 JU2629'THE BALCONY, AND 2.532 METERS FROM THE CENTER OF THE LIGHTHOUSE.
 JU2629
 JU2629                          STATION RECOVERY (1926)
 JU2629
 JU2629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (WHB)
 JU2629'STATION FOUND AS DESCRIBED.  INLET REPORTED TO BE CUTTING OUT
 JU2629'AROUND LIGHTHOUSE.
 JU2629
 JU2629                          STATION RECOVERY (1932)
 JU2629
 JU2629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (ERM)
 JU2629'LIGHTHOUSE FOUND IN GOOD CONDITION.  THE STATE OF NEW JERSEY HAS
 JU2629'PILED A GREAT QUANTITY OF ROCK AROUND BASE OF LIGHTHOUSE, ALSO
 JU2629'BUILT A JETTY TO BREAK OFF CUTTING IN ON THE E SIDE.  IT APPEARS
 JU2629'TO BE IN A STABLE CONDITION FOR MANY YEARS.  THE U.S. LIGHTHOUSE
 JU2629'BOARD MAINTAINS A LIGHT AND A KEEPER.
 JU2629
 JU2629                          STATION RECOVERY (1935)
 JU2629
 JU2629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2629'STATION RECOVERED AS DESCRIBED.  A STEEL BULKHEAD HAS BEEN PLACED
 JU2629'AROUND THE N SIDE OF LIGHTHOUSE, APPROXIMATELY 25 METERS FROM
 JU2629'BASE.  BEACH HAS BEEN WASHED AWAY TO THIS POINT.
 JU2629
 JU2629                          STATION RECOVERY (1962)
 JU2629
 JU2629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2629'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE ECCENTRIC POINT HAS
 JU2629'BEEN SCUFFED OUT.
 JU2629
 JU2629                          STATION RECOVERY (1977)
 JU2629
 JU2629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 JU2629'RECOVERED AS DESCRIBED.
 JU2629'
 JU2629'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2629'AT BARNEGAT LIGHT.
 JU2629
 JU2629                          STATION RECOVERY (1984)
 JU2629
 JU2629'RECOVERY NOTE BY US POWER SQUADRON 1984 (JBD)
 JU2629'BARNEGAT LIGHT (LIGHT - GOOD CHISLED + - SCUFFED OUT.
 JU2629'
 JU2629'BARNEGAT LIGHT IS LOCATED AT THE NORTHERN END OF LONG BEACH
 JU2629'ISLAND IN BARNEGAT LIGHTHOUSE STATE PARK.  THE LIGHT IS BEING
 JU2629'MAINTAINED IN GOOD CONDITION AND IS OPEN TO THE PUBLIC.
 JU2629'IT NO LONGER SERVES AS A NAVIGATION LIGHT.
 JU2629'
 JU2629'THE METAL DECK OF THE BALCONY AT THE TOP OF THE LIGHT WAS
 JU2629'EXAMINED BUT NO EVIDENCE OF A CHISLED + COULD BE FOUND.  THIS
 JU2629'IS IN ACCORD WITH THE CONCLUSION REACHED IN THE 1962 REPORT THAT
 JU2629'IT HAD BEEN SCUFFED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2475 ***********************************************************************
 JU2475  CBN         -  This is a Cooperative Base Network Control Station.
 JU2475  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2475  DESIGNATION -  BARNEGAT LIGHT 3 RESET
 JU2475  PID         -  JU2475
 JU2475  STATE/COUNTY-  NJ/OCEAN
 JU2475  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU2475
 JU2475                         *CURRENT SURVEY CONTROL
 JU2475  ___________________________________________________________________
 JU2475* NAD 83(1996)-  39 45 46.60486(N)    074 06 27.44522(W)     ADJUSTED  
 JU2475* NAVD 88     -         1.253  (meters)       4.11   (feet)  ADJUSTED  
 JU2475  ___________________________________________________________________
 JU2475  X           -   1,344,390.901 (meters)                     COMP
 JU2475  Y           -  -4,721,905.433 (meters)                     COMP
 JU2475  Z           -   4,057,767.334 (meters)                     COMP
 JU2475  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 JU2475  ELLIP HEIGHT-         -32.02  (meters)          (09/24/01) GPS OBS
 JU2475  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JU2475  DYNAMIC HT  -           1.253 (meters)       4.11  (feet)  COMP
 JU2475  MODELED GRAV-     980,161.7   (mgal)                       NAVD 88
 JU2475
 JU2475  HORZ ORDER  -  B
 JU2475  VERT ORDER  -  FIRST     CLASS II
 JU2475  ELLP ORDER  -  FOURTH    CLASS I
 JU2475
 JU2475.The horizontal coordinates were established by GPS observations
 JU2475.and adjusted by the National Geodetic Survey in August 1998..
 JU2475
 JU2475.The orthometric height was determined by differential leveling
 JU2475.and adjusted by the National Geodetic Survey in March 2005..
 JU2475.No vertical observational check was made to the station.
 JU2475
 JU2475.This Tidal Bench Mark is designated as VM 11485
 JU2475.by the Center for Operational Oceanographic Products and Services.
 JU2475
 JU2475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2475
 JU2475.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2475
 JU2475.The ellipsoidal height was determined by GPS observations
 JU2475.and is referenced to NAD 83.
 JU2475
 JU2475.The geoid height was determined by GEOID03.
 JU2475
 JU2475.The dynamic height is computed by dividing the NAVD 88
 JU2475.geopotential number by the normal gravity value computed on the
 JU2475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2475.degrees latitude (g = 980.6199 gals.).
 JU2475
 JU2475.The modeled gravity was interpolated from observed gravity values.
 JU2475
 JU2475;                    North         East     Units Scale Factor Converg.
 JU2475;SPC NJ       -   103,269.983   183,618.791   MT  0.99991391   +0 15 03.5
 JU2475;SPC NJ       -   338,811.60    602,422.65   sFT  0.99991391   +0 15 03.5
 JU2475;UTM  18      - 4,401,827.803   576,436.294   MT  0.99967193   +0 34 14.9
 JU2475
 JU2475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2475!SPC NJ       -   1.00000502  x   0.99991391  =   0.99991893
 JU2475!UTM  18      -   1.00000502  x   0.99967193  =   0.99967695
 JU2475
 JU2475|---------------------------------------------------------------------|
 JU2475| PID    Reference Object                     Distance      Geod. Az  |
 JU2475|                                                           dddmmss.s |
 JU2475| JU2476 BARNEGAT LIGHT 3 RM 7                 8.924 METERS 03518     |
 JU2475| JU2628 BARNEGAT LIGHTHOUSE                 195.751 METERS 03746     |
 JU2475| JU4335 NJGPS SOUTH                         174.666 METERS 07245     |
 JU2475| JU2631 BARNEGAT INLET N BREAKWATER LT      APPROX. 1.6 KM 1055029.8 |
 JU2475| JU0180 BARNEGAT LIGHT 3 RM 6                89.859 METERS 10641     |
 JU2475| JU2632 BARNEGAT INLET S BREAKWATER LT      APPROX. 1.4 KM 1164226.8 |
 JU2475| JU2642 BARNEGAT LIGHT OLD WATER TANK       APPROX. 0.7 KM 1844034.5 |
 JU2475| JU2641 BARNEGAT LIGHT NEW WATER TANK       APPROX. 0.7 KM 1860027.5 |
 JU2475| JU2684 BARNEGAT WATERWAY LIGHT 79          APPROX. 5.4 KM 2120542.0 |
 JU2475| JU2683 BARNEGAT WATERWAY LIGHT 76          APPROX. 5.2 KM 2252108.4 |
 JU2475| JU0178 BARNEGAT LIGHT 3 RM 4                26.743 METERS 23434     |
 JU2475| JU2689 BARNEGAT WATERWAY LIGHT 73          APPROX. 4.0 KM 2381539.6 |
 JU2475| JU2643 BARNEGAT WATER TANK                 APPROX. 9.8 KM 2652302.5 |
 JU2475| JU2746 WARREN GROVE FAA RADIO TOWER        APPROX.24.3 KM 2662634.3 |
 JU2475| JU2646 BARNEGAT BELL TELEPHONE TOWER       APPROX.12.1 KM 2671118.7 |
 JU2475| JU2645 BARNEGAT RADIO KEJ 805 MAST         APPROX.12.2 KM 2672420.9 |
 JU2475| JU2477 BARNEGAT LIGHT 3 RM 8                22.390 METERS 30841     |
 JU2475| CB1227 BARNEGAT LIGHT 3 RM 5                27.190 METERS 32852     |
 JU2475|---------------------------------------------------------------------|
 JU2475
 JU2475                          SUPERSEDED SURVEY CONTROL
 JU2475
 JU2475  ELLIP H (08/14/98)  -32.04   (m)                       GP(       ) 3 2
 JU2475  NAD 83(1986)-  39 45 46.59855(N)    074 06 27.44276(W) AD(       ) 1
 JU2475  ELLIP H (03/31/93)  -32.04   (m)                       GP(       ) 3 2
 JU2475  NAD 83(1986)-  39 45 46.59547(N)    074 06 27.43843(W) AD(       ) 1
 JU2475  NAD 27      -  39 45 46.16240(N)    074 06 28.95320(W) AD(       ) 1
 JU2475  NAVD 88 (01/16/01)    1.277  (m)            4.19   (f) UNKNOWN     3 0
 JU2475  NGVD 29 (??/??/??)    1.66   (m)            5.4    (f) RESET       3  
 JU2475
 JU2475.Superseded values are not recommended for survey control.
 JU2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2475.See file dsdata.txt to determine how the superseded data were derived.
 JU2475
 JU2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7643601828(NAD 83)
 JU2475_MARKER: DH = HORIZONTAL CONTROL DISK
 JU2475_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2475_SP_SET: CONCRETE POST
 JU2475_STAMPING: BARNEGAT LIGHT 3 1962 1980
 JU2475_MARK LOGO: NGS   
 JU2475_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2475+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002
 JU2475
 JU2475  HISTORY     - Date     Condition        Report By
 JU2475  HISTORY     - 1980     MONUMENTED       NGS
 JU2475  HISTORY     - 1980     GOOD             NGS
 JU2475  HISTORY     - 1984     GOOD             USPSQD
 JU2475  HISTORY     - 19840508 GOOD             NGS
 JU2475  HISTORY     - 1987     GOOD             USPSQD
 JU2475  HISTORY     - 1987     GOOD             USPSQD
 JU2475  HISTORY     - 19900808 GOOD             NJGS
 JU2475  HISTORY     - 19970109 GOOD             NJGS
 JU2475  HISTORY     - 19990930 GOOD             NJGS
 JU2475  HISTORY     - 20001003 GOOD             NJGS
 JU2475  HISTORY     - 20010116 GOOD             NGS
 JU2475  HISTORY     - 20010116 GOOD             JMSI
 JU2475  HISTORY     - 20020924 GOOD             USFWS
 JU2475
 JU2475                          STATION DESCRIPTION
 JU2475
 JU2475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 JU2475'THE STATION MARK, REFERENCE MARKS THREE, FOUR AND SIX WERE RECOVERED
 JU2475'AND FOUND IN GOOD CONDITION.  REFERENCE MARK THREE IS NOT VISIBLE FROM
 JU2475'THE GROUND.  REFERENCE MARK FOUR WILL SOON BE DESTROYED BY
 JU2475'CONSTRUCTION OF A NEW PARKING LOT.  REFERENCE MARK SIX IS LOCATED
 JU2475'PRESENTLY IN SUCH A PLACE AS IT IS NEARLY USELESS.  THE STATION MARK
 JU2475'WAS IN DANGER OF BEING DESTROYED BY THE CONSTRUCTION OF THE PARKING
 JU2475'LOT.  THE STATION MARK WAS LOWERED IN POSITION AND A MAN HOLE PLACED
 JU2475'AROUND IT TO PROTECT IT FROM THE PAVED PARKING LOT AND TRAFFIC.  NEW
 JU2475'REFERENCE MARKS SEVEN AND EIGHT WERE ESTABLISHED.  THE DISTANCES AND
 JU2475'DIRECTIONS TO ALL OLD EXISTING OBJECTS CHECKED THE PREVIOUS
 JU2475'DESCRIPTION.
 JU2475'
 JU2475'A COMPLETE NEW DESCRIPTION FOLLOWS.
 JU2475'
 JU2475'THE STATION IS LOCATED ABOUT 35 AIRLINE MILES NORTHEAST OF ATLANTIC
 JU2475'CITY, 14 MILES SOUTHEAST OF TOMS RIVER AND ABOUT 0.1 MILE SOUTHWEST
 JU2475'OF THE BARNEGAT LIGHTHOUSE.  IN THE EAST BOUND LANE OF ROAD JUST
 JU2475'SOUTHWEST OF THE GUARDHOUSE AT THE ENTRANCE TO THE LIGHTHOUSE.  IT IS
 JU2475'ON STATE OWNED PROPERTY.  NO TO REACH NECESSARY, LOCATION ADEQUATE TO
 JU2475'FIND IT WITH.
 JU2475'
 JU2475'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 JU2475'---BARNEGAT LIGHT 3 1962 1980---SET INTO THE TOP OF A ROUND CONCRETE
 JU2475'MONUMENT 25 CM (10 INCHES) IN DIAMETER RECESSED 30 CM (12 INCHES)
 JU2475'BELOW THE GROUND.  THE MARK IS COVERED WITH A 12-INCH MANHOLE IN THE
 JU2475'EAST BOUND LANE OF THE ENTRANCE ROAD TO THE LIGHTHOUSE.  IT IS
 JU2475'LOCATED 44.2 METERS (145 FEET) E FROM THE CENTER OF BROADWAY STREET,
 JU2475'20.1 METERS (66 FEET) SSE FROM A POWERLINE POLE NUMBERED 37989, 7.9
 JU2475'METERS (26 FEET) SW FROM THE SOUTHWEST CORNER OF THE GUARDS STATION,
 JU2475'6.25 METERS (20.5 FEET) NW FROM A CORNER POST FOR A CHAIN LINK FENCE,
 JU2475'AND 5.2 METERS (17 FEET) S FROM THE CENTER OF THE DIVIDER FOR THE
 JU2475'ROAD.
 JU2475'
 JU2475'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JU2475'STAMPED---BARNEGAT LIGHT 3 1962 1980---SET INTO BEDROCK 0.9 METER
 JU2475'(3 FEET) BELOW THE SURFACE.
 JU2475'
 JU2475'REFERENCE MARK NO. 4 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 JU2475'NOS) DISK STAMPED---BARNEGAT LIGHT 3 NO 4 1962---SET INTO THE TOP
 JU2475'OF A ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER RECESSED
 JU2475'15 CM (6 INCHES) BELOW THE GROUND LOCATED 32.0 METERS (105 FEET) SSW
 JU2475'FROM THE POWERLINE POLE NUMBERED 37989, 34.7 METERS (114 FEET) SW
 JU2475'FROM THE SW CORNER OF THE GUARDS STATION BUILDING, 21.0 METERS (69
 JU2475'FEET) E FROM THE CENTER OF BROADWAY, 0.46 METER (1.5 FEET) N FROM A
 JU2475'WITNESS POST, AND 0.9 METER (3 FEET) HIGHER THAN THE STATION.
 JU2475'
 JU2475'REFERENCE MARK NO. 6 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 JU2475'NOS) DISK STAMPED---BARNEGAT LIGHT 3 NO 6 1962---SET INTO THE TOP
 JU2475'OF A ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH
 JU2475'THE GROUND LOCATED 12.5 METERS (41 FEET) E FROM A LIGHT POLE NUMBERED
 JU2475'T3185, 1.01 METERS (3.3 FEET) S FROM THE S EDGE OF PARKING LOT, 0.3
 JU2475'METER (1 FOOT) N FROM A FENCE, 0.43 METER (1.4 FEET) E FROM A WITNESS
 JU2475'POST, AND 0.9 METER (3 FEET) LOWER THAN THE STATION.
 JU2475'
 JU2475'REFERENCE MARK NO. 7 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 JU2475'NOS) DISK STAMPED---BARNEGAT LIGHT 3 1962 NO 7 1980---SET IN A
 JU2475'DRILL HOLE IN THE NORTHWEST CORNER OF A CONCRETE SLAB WHICH SUPPORTS
 JU2475'THE SMALL BUILDING AT THE GUARDHOUSE.  IT IS LOCATED 51.8 METERS (170
 JU2475'FEET) E FROM THE CENTER OF BROADWAY STREET, 19.8 METERS (65 FEET) SE
 JU2475'FROM THE POWERLINE POLE NUMBERED 37989, 6.1 METERS (20 FEET) S FROM
 JU2475'THE CENTER OF THE EXITING ROAD FROM THE LIGHTHOUSE, 0.46 METER (1.5
 JU2475'FEET) NW FROM THE NORTHWEST CORNER OF THE GUARD HOUSE, AND 0.46 METER
 JU2475'(1.5 FEET) HIGHER THAN THE STATION.
 JU2475'
 JU2475'REFERENCE MARK NO. 8 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JU2475'STAMPED---BARNEGAT LIGHT 3 1962 NO 8 1980---CEMENTED IN A DRILL
 JU2475'HOLE IN A CURB ALONG THE NORTH SIDE OF THE ROAD LEADING TO THE
 JU2475'LIGHTHOUSE.  IT IS LOCATED 31.7 METERS (104 FEET) E FROM THE CENTER
 JU2475'OF BROADWAY, 24.1 METERS (79 FEET) NW FROM THE NORTHWEST CORNER OF
 JU2475'THE GUARD HOUSE, 4.72 METERS (15.5 FEET) W FROM A POWERLINE POLE
 JU2475'NUMBERED 37989, 12.2 METERS (40 FEET) N FROM THE CENTER DIVIDER OF
 JU2475'THE ROAD TO THE LIGHTHOUSE, AND 0.3 METER (1 FOOT) HIGHER THAN THE
 JU2475'STATION.
 JU2475'
 JU2475'AZIMUTH MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 JU2475'NOS) DISK STAMPED---BARNEGAT LIGHT NO 3 1932---SET INTO THE TOP OF
 JU2475'A SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE
 JU2475'GROUND LOCATED 11.9 METERS (39 FEET) W FROM THE CENTER OF CENTRAL
 JU2475'AVENUE, 18.3 METERS (60 FEET) S FROM THE CENTER OF WHERE BROADWAY
 JU2475'JOINS CENTRAL AVENUE, 14.84 METERS (48.7 FEET) SE FROM THE NE
 JU2475'ENTRANCE TO WIDAS RESTAURANT, AND 0.94 METER (3.1 FEET) N FROM A
 JU2475'TELEPHONE POLE NUMBERED BT139.
 JU2475'
 JU2475'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON BROADWAY
 JU2475'STREET FOR 1.4 MILES TO A CROSS ROADS AND THE MARK ON THE RIGHT,
 JU2475'SOUTHWEST ANGLE OF THE INTERSECTION.
 JU2475
 JU2475                          STATION RECOVERY (1980)
 JU2475
 JU2475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 JU2475'AT BARNEGAT LIGHT.
 JU2475'LOCATED IN THE EAST BOUND LANE AT THE ENTRANCE TO THE BARNEGAT
 JU2475'LIGHTHOUSE, 145 FEET EAST OF THE CENTER OF BROADWAY, 66 FEET SOUTH-
 JU2475'SOUTHEAST OF A POWERLINE POLE NUMBERED 37989, 26 FEET SOUTHWEST
 JU2475'OF THE SOUTHWEST CORNER OF THE GUARDS STATION AT THE ENTRANCE
 JU2475'TO THE LIGHTHOUSE GROUNDS, 20.5 FEET NORTHWEST OF A POST FOR THE
 JU2475'CORNER OF A CHAIN LINK FENCE, 17 FEET SOUTH OF THE CENTER DIVIDER
 JU2475'FOR THE DUAL HIGHWAY LEADING TO THE HIGHWAY AND ABOUT 0.1 MILE
 JU2475'SOUTHWEST OF THE LIGHTHOUSE.
 JU2475
 JU2475                          STATION RECOVERY (1984)
 JU2475
 JU2475'RECOVERY NOTE BY US POWER SQUADRON 1984 (JBD)
 JU2475'(STATION) BARNEGAT LIGHT 1962/1980 RECOVERED - GOOD.
 JU2475'
 JU2475'THE STATION MARK IS LOCATED AT THE ENTRANCE TO WHAT IS NOW
 JU2475'BARNEGAT LIGHTHOUSE STATE PARK IN BARNEGAT LIGHT BORO.  THE
 JU2475'ENTRANCE TO THE PARK IS ON THE RIGHT AT THE NW END OF BROADWAY.
 JU2475'THE STATION MARK HAS BEEN RESET IN THE PARK ENTRANCE DRIVEWAY,
 JU2475'ABOUT 25 FT. SW OF THE TOLL HOUSE AND ABOUT 8 PACES N OF
 JU2475'A WITNESS POST LOCATED IN A FIELD BEYOND THE CURB.  THE MARK IS
 JU2475'SET ABOUT 12 IN. BELOW ROAD LEVEL IN A 10 IN. X 10 IN. METAL BOX
 JU2475'WITH A REMOVABLE COVER.  WATER HAD TO BE BAILED OUT OF THE
 JU2475'BOX IN ORDER TO EXAMINE THE MARK.
 JU2475'
 JU2475'RM 3 STAMPED BARNEGAT LIGHT NO. 3 WAS RECOVERED IN GOOD CONDITION
 JU2475'FOLLOWING THE 1977 DESCRIPTION.
 JU2475'
 JU2475'NO SEARCH WAS MADE FOR RM 4 AND RM 6.
 JU2475
 JU2475                          STATION RECOVERY (1984)
 JU2475
 JU2475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JU2475'RECOVERED IN GOOD CONDITION.
 JU2475
 JU2475                          STATION RECOVERY (1987)
 JU2475
 JU2475'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU2475'RECOVERED IN GOOD CONDITION.
 JU2475
 JU2475                          STATION RECOVERY (1987)
 JU2475
 JU2475'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU2475'RECOVERED IN GOOD CONDITION.
 JU2475
 JU2475                          STATION RECOVERY (1990)
 JU2475
 JU2475'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2475'RECOVERED IN GOOD CONDITION.
 JU2475
 JU2475                          STATION RECOVERY (1997)
 JU2475
 JU2475'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (FAC)
 JU2475'RECOVERED AS DESCRIBED.
 JU2475
 JU2475                          STATION RECOVERY (1999)
 JU2475
 JU2475'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (RJK)
 JU2475'RECOVERED AS DESCRIBED.
 JU2475
 JU2475                          STATION RECOVERY (2000)
 JU2475
 JU2475'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (FAC)
 JU2475'RECOVERED AS DESCRIBED.
 JU2475'
 JU2475
 JU2475                          STATION RECOVERY (2001)
 JU2475
 JU2475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DWS)
 JU2475'RECOVERED IN GOOD CONDITION.
 JU2475
 JU2475                          STATION RECOVERY (2001)
 JU2475
 JU2475'RECOVERY NOTE BY JAMES M. STEWART INC. 2001 (JMS)
 JU2475'MARK RECOVERED IN GOOD CONDITION.
 JU2475
 JU2475                          STATION RECOVERY (2002)
 JU2475
 JU2475'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2002 (TJG)
 JU2475'RECOVERY NOTE BY U.S. FISH AND WILDLIFE SERVICE 2002 (TJG).
 JU2475'RECOVERED AS DESCRIBED.
 JU2475' 
 JU2475' 
 JU2475' 
 JU2475' 
 JU2475' 
 JU2475'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0178 ***********************************************************************
 JU0178  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0178  DESIGNATION -  BARNEGAT LIGHT 3 RM 4
 JU0178  PID         -  JU0178
 JU0178  STATE/COUNTY-  NJ/OCEAN
 JU0178  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU0178
 JU0178                         *CURRENT SURVEY CONTROL
 JU0178  ___________________________________________________________________
 JU0178* NAD 83(1986)-  39 45 46.     (N)    074 06 26.     (W)     SCALED    
 JU0178* NAVD 88     -         1.878  (meters)       6.16   (feet)  ADJUSTED  
 JU0178  ___________________________________________________________________
 JU0178  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JU0178  DYNAMIC HT  -           1.877 (meters)       6.16  (feet)  COMP
 JU0178  MODELED GRAV-     980,161.8   (mgal)                       NAVD 88
 JU0178
 JU0178  VERT ORDER  -  FIRST     CLASS II
 JU0178
 JU0178.The horizontal coordinates were scaled from a topographic map and have
 JU0178.an estimated accuracy of +/- 6 seconds.
 JU0178
 JU0178.The orthometric height was determined by differential leveling
 JU0178.and adjusted by the National Geodetic Survey in March 2005..
 JU0178.No vertical observational check was made to the station.
 JU0178.WARNING-Repeat measurements at this control monument indicate possible
 JU0178.vertical movement.
 JU0178
 JU0178.This Tidal Bench Mark is designated as VM 11480
 JU0178.by the Center for Operational Oceanographic Products and Services.
 JU0178
 JU0178.The geoid height was determined by GEOID03.
 JU0178
 JU0178.The dynamic height is computed by dividing the NAVD 88
 JU0178.geopotential number by the normal gravity value computed on the
 JU0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0178.degrees latitude (g = 980.6199 gals.).
 JU0178
 JU0178.The modeled gravity was interpolated from observed gravity values.
 JU0178
 JU0178;                    North         East    Units  Estimated Accuracy
 JU0178;SPC NJ       -   103,250.      183,650.      MT  (+/- 180 meters Scaled)
 JU0178
 JU0178                          SUPERSEDED SURVEY CONTROL
 JU0178
 JU0178  NAVD 88 (06/15/91)    1.885  (m)            6.18   (f) UNKNOWN     1 1
 JU0178  NGVD 29 (??/??/??)    2.268  (m)            7.44   (f) ADJUSTED    1 1
 JU0178
 JU0178.Superseded values are not recommended for survey control.
 JU0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0178.See file dsdata.txt to determine how the superseded data were derived.
 JU0178
 JU0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK764018(NAD 83)
 JU0178_MARKER: DR = REFERENCE MARK DISK
 JU0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0178_SP_SET: CONCRETE POST
 JU0178_STAMPING: BARNEGAT LIGHT 3 NO 4 1962
 JU0178_MARK LOGO: CGS   
 JU0178_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0178+STABILITY: SURFACE MOTION
 JU0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0178+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 JU0178
 JU0178  HISTORY     - Date     Condition        Report By
 JU0178  HISTORY     - 1962     MONUMENTED       CGS
 JU0178  HISTORY     - 1964     GOOD             CGS
 JU0178  HISTORY     - 1982     GOOD             LOCSUR
 JU0178  HISTORY     - 19840508 GOOD             NGS
 JU0178  HISTORY     - 1987     GOOD             USPSQD
 JU0178  HISTORY     - 19950523 GOOD             NOS
 JU0178  HISTORY     - 20010606 GOOD             NJGS
 JU0178  HISTORY     - 20020424 GOOD             NJDEP
 JU0178  HISTORY     - 20060128 GOOD             GEOCAC
 JU0178
 JU0178                          STATION DESCRIPTION
 JU0178
 JU0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0178'AT BARNEGAT LIGHT.
 JU0178'ON LONG BEACH ISLAND, AT BARNEGAT LIGHT, ABOUT 0.1 MILE NORTHWEST
 JU0178'ALONG 7TH STREET FROM THE COAST GUARD STATION, THENCE ABOUT 0.3
 JU0178'MILE NORTH ALONG BROADWAY STREET, ON STATE PROPERTY ABOUT 0.1
 JU0178'MILE SOUTHWEST OF THE BARNEGAT LIGHTHOUSE, 72.0 FEET EAST OF THE
 JU0178'CENTER LINE OF BROADWAY STREET, 51.0 FEET SOUTH OF THE SOUTH CURB
 JU0178'OF DRIVEWAY LEADING INTO PARKING AREA FOR THE LIGHTHOUSE, 26.0
 JU0178'FEET NORTHEAST OF THE NORTHWEST CORNER OF A RESTAURANT, 87.4 FEET
 JU0178'SOUTHWEST OF BARNEGAT LIGHT 3 STATION DESCRIBED, 1.5 FEET NORTH
 JU0178'OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF BROADWAY
 JU0178'STREET AND SET IN THE TOP OF A CONCRETE POST ABOUT 0.1 FOOT
 JU0178'UNDERGROUND.
 JU0178
 JU0178                          STATION RECOVERY (1982)
 JU0178
 JU0178'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 JU0178'RECOVERED IN GOOD CONDITION.
 JU0178
 JU0178                          STATION RECOVERY (1984)
 JU0178
 JU0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JU0178'RECOVERED IN GOOD CONDITION.
 JU0178
 JU0178                          STATION RECOVERY (1987)
 JU0178
 JU0178'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0178'RECOVERED IN GOOD CONDITION.
 JU0178
 JU0178                          STATION RECOVERY (1995)
 JU0178
 JU0178'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 JU0178'THE BENCH MARK IS SET IN A CONCRETE MONUMENT LOCATED AT THE BARNEGAT
 JU0178'LIGHTHOUSE PARKING AREA, 26.6 M (87.3 FT) SW OF BENCH MARK BARNEGAT
 JU0178'LIGHT 3 1962 1980, 21.9 M (71.9 FT) EAST OF THE CENTERLINE OF BROADWAY
 JU0178'AVENUE, 8.4 M (27.6 FT) SOUTH OF THE SOUTH CURB OF THE DRIVEWAY
 JU0178'LEADING INTO THE PARKING LOT AREA FOR THE LIGHTHOUSE, 7.9 M (25.9 FT)
 JU0178'NE OF THE NW CORNER OF THE RESTAURANT, 0.5 M (1.6 FT) NORTH OF A METAL
 JU0178'WITNESS POST, AND 0.3 M (1.0 FT) BELOW GRADE.
 JU0178
 JU0178                          STATION RECOVERY (2001)
 JU0178
 JU0178'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0178'RECOVERED AS DESCRIBED.
 JU0178
 JU0178                          STATION RECOVERY (2002)
 JU0178
 JU0178'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2002 (BMC)
 JU0178'RECOVERED IN GOOD CONDITION.
 JU0178
 JU0178                          STATION RECOVERY (2006)
 JU0178
 JU0178'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0178'THE REFERENCE MARK IS LOCATED 26.0 FEET NORTHEAST OF THE NORTHWEST
 JU0178'CORNER OF KELLY'S RESTAURANT.  HANDHELD COORDINATES ARE N39-45-46.08
 JU0178'W074-06-28.68.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0180 ***********************************************************************
 JU0180  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0180  DESIGNATION -  BARNEGAT LIGHT 3 RM 6
 JU0180  PID         -  JU0180
 JU0180  STATE/COUNTY-  NJ/OCEAN
 JU0180  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU0180
 JU0180                         *CURRENT SURVEY CONTROL
 JU0180  ___________________________________________________________________
 JU0180* NAD 83(1996)-  39 45 45.76860(N)    074 06 23.82886(W)     ADJUSTED  
 JU0180* NAVD 88     -         2.204  (meters)       7.23   (feet)  ADJUSTED  
 JU0180  ___________________________________________________________________
 JU0180  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 JU0180  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JU0180  DYNAMIC HT  -           2.203 (meters)       7.23  (feet)  COMP
 JU0180  MODELED GRAV-     980,161.7   (mgal)                       NAVD 88
 JU0180
 JU0180  HORZ ORDER  -  FIRST
 JU0180  VERT ORDER  -  FIRST     CLASS II
 JU0180
 JU0180.The horizontal coordinates were established by classical geodetic methods
 JU0180.and adjusted by the National Geodetic Survey in September 1999..
 JU0180
 JU0180.The orthometric height was determined by differential leveling
 JU0180.and adjusted by the National Geodetic Survey in March 2005..
 JU0180.No vertical observational check was made to the station.
 JU0180
 JU0180.This Tidal Bench Mark is designated as VM 11481
 JU0180.by the Center for Operational Oceanographic Products and Services.
 JU0180
 JU0180.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0180
 JU0180.The geoid height was determined by GEOID03.
 JU0180
 JU0180.The dynamic height is computed by dividing the NAVD 88
 JU0180.geopotential number by the normal gravity value computed on the
 JU0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0180.degrees latitude (g = 980.6199 gals.).
 JU0180
 JU0180.The modeled gravity was interpolated from observed gravity values.
 JU0180
 JU0180;                    North         East     Units Scale Factor Converg.
 JU0180;SPC NJ       -   103,244.571   183,704.974   MT  0.99991398   +0 15 05.8
 JU0180;SPC NJ       -   338,728.23    602,705.40   sFT  0.99991398   +0 15 05.8
 JU0180;UTM  18      - 4,401,802.878   576,522.597   MT  0.99967209   +0 34 17.2
 JU0180
 JU0180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0180!SPC NJ       -   1.00000488  x   0.99991398  =   0.99991886
 JU0180!UTM  18      -   1.00000488  x   0.99967209  =   0.99967697
 JU0180
 JU0180                          SUPERSEDED SURVEY CONTROL
 JU0180
 JU0180  NAD 83(1986)-  39 45 45.75918(N)    074 06 23.82196(W) AD(       ) 1
 JU0180  NAD 27      -  39 45 45.32603(N)    074 06 25.33693(W) AD(       ) 1
 JU0180  NAVD 88 (06/15/91)    2.219  (m)            7.28   (f) UNKNOWN     1 1
 JU0180  NGVD 29 (??/??/??)    2.603  (m)            8.54   (f) ADJUSTED    1 1
 JU0180
 JU0180.Superseded values are not recommended for survey control.
 JU0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0180.See file dsdata.txt to determine how the superseded data were derived.
 JU0180
 JU0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7652301803(NAD 83)
 JU0180_MARKER: DR = REFERENCE MARK DISK
 JU0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0180_SP_SET: CONCRETE POST
 JU0180_STAMPING: BARNEGAT LIGHT 3 NO 6 1962
 JU0180_MARK LOGO: CGS   
 JU0180_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0180+STABILITY: SURFACE MOTION
 JU0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0180+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 JU0180
 JU0180  HISTORY     - Date     Condition        Report By
 JU0180  HISTORY     - 1962     MONUMENTED       CGS
 JU0180  HISTORY     - 1964     GOOD             CGS
 JU0180  HISTORY     - 1980     GOOD             NGS
 JU0180  HISTORY     - 1982     GOOD             LOCSUR
 JU0180  HISTORY     - 19840508 GOOD             NGS
 JU0180  HISTORY     - 1987     GOOD             USPSQD
 JU0180  HISTORY     - 19950523 GOOD             NOS
 JU0180  HISTORY     - 20010606 GOOD             NJGS
 JU0180  HISTORY     - 20020424 GOOD             NJDEP
 JU0180  HISTORY     - 20060128 GOOD             GEOCAC
 JU0180
 JU0180                          STATION DESCRIPTION
 JU0180
 JU0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0180'AT BARNEGAT LIGHT.
 JU0180'ON LONG BEACH ISLAND, AT BARNEGAT LIGHT, ON STATE PROPERTY, ABOUT
 JU0180'0.1 MILE SOUTH-SOUTHWEST OF BARNEGAT LIGHTHOUSE, AT THE SOUTHEAST
 JU0180'CORNER OF A LARGE PARKING AREA, 13.0 FEET SOUTHWEST OF A 16-INCH
 JU0180'(DEAD) CEDAR TREE, 294.8 FEET SOUTHEAST OF AND ACROSS PARKING AREA
 JU0180'FROM BARNEGAT LIGHT 3 DESCRIBED, 1.5 EAST OF A METAL WITNESS POST
 JU0180'AND SET IN THE TOP OF A CONCRETE POST FLUSH.
 JU0180
 JU0180                          STATION RECOVERY (1980)
 JU0180
 JU0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 JU0180'RECOVERED IN GOOD CONDITION.
 JU0180
 JU0180                          STATION RECOVERY (1982)
 JU0180
 JU0180'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 JU0180'RECOVERED IN GOOD CONDITION.
 JU0180
 JU0180                          STATION RECOVERY (1984)
 JU0180
 JU0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JU0180'RECOVERED IN GOOD CONDITION.
 JU0180
 JU0180                          STATION RECOVERY (1987)
 JU0180
 JU0180'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0180'RECOVERED IN GOOD CONDITION.
 JU0180
 JU0180                          STATION RECOVERY (1995)
 JU0180
 JU0180'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 JU0180'THE BENCH MARK IS SET IN A CONCRETE MONUMENT LOCATED IN THE SOUTH SIDE
 JU0180'OF THE BARNEGAT LIGHTHOUSE PARK PARKING LOT, 10.5 M (34.4 FT) WEST OF
 JU0180'THE EAST CORNER OF THE PARKING LOT, 8.9 M (29.2 FT) EAST OF THE WEST
 JU0180'CORNER OF THE PARKING LOT, AND 1.2 M (3.9 FT) SOUTH OF THE NORTH EDGE
 JU0180'OF THE PARKING LOT.
 JU0180
 JU0180                          STATION RECOVERY (2001)
 JU0180
 JU0180'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0180'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 JU0180'LOCATED BENEATH A WOOD SPLIT RAIL FENCE AT THE SOUTH SIDE OF THE MAIN
 JU0180'PARKING LOT FOR THE BARNEGAT LIGHT STATE PARK.  THE STATION IS 1.0 M
 JU0180'(3.3 FT) SOUTH FROM THE SOUTH EDGE OF PAVING, 12.9 M (42.3 FT) EAST
 JU0180'FROM WOOD UTILITY POLE NUMBER BT115 T3185, 19.2 M (63.0 FT) WEST FROM
 JU0180'THE SOUTHEAST CORNER OF THE WOOD SPLIT RAIL FENCE SURROUNDING THE
 JU0180'PARKING LOT AND 0.85 M (2.79 FT) NORTHWEST FROM A METAL WITNESS SIGN
 JU0180'BOLTED TO A WOOD FENCE POST..
 JU0180
 JU0180                          STATION RECOVERY (2002)
 JU0180
 JU0180'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2002 (BMC)
 JU0180'HEAVY TREES AND BRUSH TO THE SOUTH, GPS USE POSSIBLE ONLY WITH ENOUGH
 JU0180'SATELLITES TO THE NORTH.
 JU0180
 JU0180                          STATION RECOVERY (2006)
 JU0180
 JU0180'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2476 ***********************************************************************
 JU2476  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2476  DESIGNATION -  BARNEGAT LIGHT 3 RM 7
 JU2476  PID         -  JU2476
 JU2476  STATE/COUNTY-  NJ/OCEAN
 JU2476  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU2476
 JU2476                         *CURRENT SURVEY CONTROL
 JU2476  ___________________________________________________________________
 JU2476* NAD 83(1986)-  39 45 46.     (N)    074 06 26.     (W)     SCALED    
 JU2476* NAVD 88     -         1.878  (meters)       6.16   (feet)  ADJUSTED  
 JU2476  ___________________________________________________________________
 JU2476  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JU2476  DYNAMIC HT  -           1.877 (meters)       6.16  (feet)  COMP
 JU2476  MODELED GRAV-     980,161.8   (mgal)                       NAVD 88
 JU2476
 JU2476  VERT ORDER  -  FIRST     CLASS II
 JU2476
 JU2476.The horizontal coordinates were scaled from a topographic map and have
 JU2476.an estimated accuracy of +/- 6 seconds.
 JU2476
 JU2476.The orthometric height was determined by differential leveling
 JU2476.and adjusted by the National Geodetic Survey in March 2005..
 JU2476.No vertical observational check was made to the station.
 JU2476
 JU2476.This Tidal Bench Mark is designated as VM 11486
 JU2476.by the Center for Operational Oceanographic Products and Services.
 JU2476
 JU2476.The geoid height was determined by GEOID03.
 JU2476
 JU2476.The dynamic height is computed by dividing the NAVD 88
 JU2476.geopotential number by the normal gravity value computed on the
 JU2476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2476.degrees latitude (g = 980.6199 gals.).
 JU2476
 JU2476.The modeled gravity was interpolated from observed gravity values.
 JU2476
 JU2476;                    North         East    Units  Estimated Accuracy
 JU2476;SPC NJ       -   103,250.      183,650.      MT  (+/- 180 meters Scaled)
 JU2476
 JU2476                          SUPERSEDED SURVEY CONTROL
 JU2476
 JU2476  NGVD 29 (??/??/??)    2.29   (m)            7.5    (f) RESET       3  
 JU2476
 JU2476.Superseded values are not recommended for survey control.
 JU2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2476.See file dsdata.txt to determine how the superseded data were derived.
 JU2476
 JU2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK764018(NAD 83)
 JU2476_MARKER: DR = REFERENCE MARK DISK
 JU2476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2476_SP_SET: SIDEWALK
 JU2476_STAMPING: BARNEGAT LIGHT 3 1962 NO 7 1980
 JU2476_MARK LOGO: NGS   
 JU2476_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2476+STABILITY: SURFACE MOTION
 JU2476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2476+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 JU2476
 JU2476  HISTORY     - Date     Condition        Report By
 JU2476  HISTORY     - 1980     MONUMENTED       NGS
 JU2476  HISTORY     - 19840508 GOOD             NGS
 JU2476  HISTORY     - 1987     GOOD             USPSQD
 JU2476  HISTORY     - 19950523 GOOD             NOS
 JU2476  HISTORY     - 20010606 GOOD             NJGS
 JU2476  HISTORY     - 20051015 GOOD             USGS
 JU2476  HISTORY     - 20060128 GOOD             GEOCAC
 JU2476
 JU2476                          STATION DESCRIPTION
 JU2476
 JU2476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 JU2476'AT BARNEGAT LIGHT.
 JU2476'LOCATED 0.01 MILE SOUTHWEST OF THE BARNEGAT LIGHTHOUSE, 170 FEET
 JU2476'EAST OF THE CENTER OF BROADWAY, 65 FEET SOUTHEAST OF A POWERLINE
 JU2476'POLE NUMBERED 37989, 20 FEET SOUTH OF THE CENTER OF THE WEST
 JU2476'BOUND LANE OF THE ROAD LEAVING THE GROUNDS OF THE LIGHTHOUSE
 JU2476'AND 1.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE GUARDS
 JU2476'STATION AT THE ENTRANCE TO THE GROUNDS OF THE LIGHTHOUSE.
 JU2476
 JU2476                          STATION RECOVERY (1984)
 JU2476
 JU2476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JU2476'RECOVERED IN GOOD CONDITION.
 JU2476
 JU2476                          STATION RECOVERY (1987)
 JU2476
 JU2476'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU2476'RECOVERED IN GOOD CONDITION.
 JU2476
 JU2476                          STATION RECOVERY (1995)
 JU2476
 JU2476'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 JU2476'THE BENCH MARK IS SET IN A CONCRETE MONUMENT ON AT THE ENTRANCE TO THE
 JU2476'BARNEGAT LIGHTHOUSE GROUNDS, 51.8 M (169.9 FT) EAST OF THE CENTER OF
 JU2476'BROADWAY AVENUE, 19.8 M (65.0 FT) SE OF POWERLINE POLE NO 37989, 3.1 M
 JU2476'(10.2 FT) SOUTH OF THE CENTER OF THE WEST BOUND LANE EXITING THE
 JU2476'LIGHTHOUSE GROUNDS, AND 0.5 M (1.6 FT) NW OF THE NW CORNER OF THE
 JU2476'GUARD STATION AT THE GROUNDS ENTRANCE.
 JU2476
 JU2476                          STATION RECOVERY (2001)
 JU2476
 JU2476'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU2476'RECOVERED AS DESCRIBED.
 JU2476
 JU2476                          STATION RECOVERY (2005)
 JU2476
 JU2476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (PHB)
 JU2476'RECOVERED IN GOOD CONDITION.
 JU2476
 JU2476                          STATION RECOVERY (2006)
 JU2476
 JU2476'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2476'HANDHELD COORDINATES ARE N39-45-46.92 W074-06-27.24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2477 ***********************************************************************
 JU2477  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2477  DESIGNATION -  BARNEGAT LIGHT 3 RM 8
 JU2477  PID         -  JU2477
 JU2477  STATE/COUNTY-  NJ/OCEAN
 JU2477  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU2477
 JU2477                         *CURRENT SURVEY CONTROL
 JU2477  ___________________________________________________________________
 JU2477* NAD 83(1986)-  39 45 46.     (N)    074 06 26.     (W)     SCALED    
 JU2477* NAVD 88     -         1.483  (meters)       4.87   (feet)  ADJUSTED  
 JU2477  ___________________________________________________________________
 JU2477  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JU2477  DYNAMIC HT  -           1.483 (meters)       4.87  (feet)  COMP
 JU2477  MODELED GRAV-     980,161.8   (mgal)                       NAVD 88
 JU2477
 JU2477  VERT ORDER  -  FIRST     CLASS II
 JU2477
 JU2477.The horizontal coordinates were scaled from a topographic map and have
 JU2477.an estimated accuracy of +/- 6 seconds.
 JU2477
 JU2477.The orthometric height was determined by differential leveling
 JU2477.and adjusted by the National Geodetic Survey in March 2005..
 JU2477.No vertical observational check was made to the station.
 JU2477.WARNING-Repeat measurements at this control monument indicate possible
 JU2477.vertical movement.
 JU2477
 JU2477.This Tidal Bench Mark is designated as VM 13564
 JU2477.by the Center for Operational Oceanographic Products and Services.
 JU2477
 JU2477.The geoid height was determined by GEOID03.
 JU2477
 JU2477.The dynamic height is computed by dividing the NAVD 88
 JU2477.geopotential number by the normal gravity value computed on the
 JU2477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2477.degrees latitude (g = 980.6199 gals.).
 JU2477
 JU2477.The modeled gravity was interpolated from observed gravity values.
 JU2477
 JU2477;                    North         East    Units  Estimated Accuracy
 JU2477;SPC NJ       -   103,250.      183,650.      MT  (+/- 180 meters Scaled)
 JU2477
 JU2477                          SUPERSEDED SURVEY CONTROL
 JU2477
 JU2477  NGVD 29 (??/??/??)    1.88   (m)            6.2    (f) RESET       3  
 JU2477
 JU2477.Superseded values are not recommended for survey control.
 JU2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2477.See file dsdata.txt to determine how the superseded data were derived.
 JU2477
 JU2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK764018(NAD 83)
 JU2477_MARKER: DR = REFERENCE MARK DISK
 JU2477_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU2477_SP_SET: CURB
 JU2477_STAMPING: BARNEGAT LIGHT 3 1962 NO 8 1980
 JU2477_MARK LOGO: NGS   
 JU2477_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2477+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 JU2477
 JU2477  HISTORY     - Date     Condition        Report By
 JU2477  HISTORY     - 1980     MONUMENTED       NGS
 JU2477  HISTORY     - 1984     GOOD             USPSQD
 JU2477  HISTORY     - 19840508 GOOD             NGS
 JU2477  HISTORY     - 19950523 GOOD             NOS
 JU2477  HISTORY     - 20010606 GOOD             NJGS
 JU2477  HISTORY     - 20060128 GOOD             GEOCAC
 JU2477
 JU2477                          STATION DESCRIPTION
 JU2477
 JU2477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 JU2477'AT BARNEGAT LIGHT.
 JU2477'LOCATED 0.01 MILE SOUTHWEST OF THE BARNEGAT LIGHTHOUSE, IN A CURB
 JU2477'ALONG THE NORTH SIDE OF THE DUAL LANE HIGHWAY LEADING TO THE
 JU2477'GROUNDS OF THE LIGHTHOUSE, 104 EAST OF THE CENTER OF BRODWAY,
 JU2477'79 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE GUARDS STATION
 JU2477'AT THE ENTRANCE TO THE LIGHTHOUSE GROUNDS, 15.5 FEET WEST OF A
 JU2477'POWERLINE POLE NUM 37989 AND 40 FEET NORTH OF THE CENTER DIVIDER
 JU2477'OF THE DUAL ROAD LEADING TO THE HIGHWAY.
 JU2477
 JU2477                          STATION RECOVERY (1984)
 JU2477
 JU2477'RECOVERY NOTE BY US POWER SQUADRON 1984 (JHF)
 JU2477'RECOVERED IN GOOD CONDITION.
 JU2477
 JU2477                          STATION RECOVERY (1984)
 JU2477
 JU2477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JU2477'RECOVERED IN GOOD CONDITION.
 JU2477
 JU2477                          STATION RECOVERY (1995)
 JU2477
 JU2477'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 JU2477'THE BENCH MARK IS SET IN A CURB LOCATED ALONG THE NORTH SIDE OF THE
 JU2477'DUAL LANE HIGHWAY LEADING TO THE GROUNDS OF THE BARNEGAT LIGHTHOUSE,
 JU2477'31.7 M (104.0 FT) EAST OF THE CENTER OF BROADWAY, 24.1 M (79.1 FT) NW
 JU2477'OF THE NW CORNER OF THE GUARDS STATION AT THE ENTRANCE TO THE
 JU2477'LIGHTHOUSE GROUNDS, 4.7 M (15.4 FT) WEST OF A POWERLINE POLE NO.
 JU2477'37989, AND 12.2 M (40.0 FT) NORTH OF THE CENTER DIVIDER OF THE DUAL
 JU2477'ROAD LEADING TO THE HIGHWAY.
 JU2477
 JU2477                          STATION RECOVERY (2001)
 JU2477
 JU2477'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU2477'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTION.  THE STATION IS
 JU2477'LOCATED IN THE SOUTH CURB OF A PARKING LOT FOR A STORE.
 JU2477
 JU2477                          STATION RECOVERY (2006)
 JU2477
 JU2477'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2477'HANDHELD COORDINATES ARE N39-45-47.16 W074-06-28.14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2641 ***********************************************************************
 JU2641  DESIGNATION -  BARNEGAT LIGHT NEW WATER TANK
 JU2641  PID         -  JU2641
 JU2641  STATE/COUNTY-  NJ/OCEAN
 JU2641  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU2641
 JU2641                         *CURRENT SURVEY CONTROL
 JU2641  ___________________________________________________________________
 JU2641* NAD 83(1996)-  39 45 24.79912(N)    074 06 30.41844(W)     ADJUSTED  
 JU2641* NAVD 88     -                                                        
 JU2641  ___________________________________________________________________
 JU2641  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 JU2641  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JU2641
 JU2641  HORZ ORDER  -  THIRD
 JU2641
 JU2641.The horizontal coordinates were established by classical geodetic methods
 JU2641.and adjusted by the National Geodetic Survey in September 1999..
 JU2641
 JU2641
 JU2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2641
 JU2641.The geoid height was determined by GEOID03.
 JU2641
 JU2641;                    North         East     Units Scale Factor Converg.
 JU2641;SPC NJ       -   102,597.212   183,550.968   MT  0.99991385   +0 15 01.5
 JU2641;SPC NJ       -   336,604.35    602,200.13   sFT  0.99991385   +0 15 01.5
 JU2641;UTM  18      - 4,401,154.827   576,372.242   MT  0.99967181   +0 34 12.7
 JU2641
 JU2641                          SUPERSEDED SURVEY CONTROL
 JU2641
 JU2641  NAD 83(1986)-  39 45 24.79063(N)    074 06 30.41148(W) AD(       ) 4
 JU2641  NAD 27      -  39 45 24.35500(N)    074 06 31.92700(W) AD(       ) 3
 JU2641
 JU2641.Superseded values are not recommended for survey control.
 JU2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2641.See file dsdata.txt to determine how the superseded data were derived.
 JU2641
 JU2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7637201155(NAD 83)
 JU2641_MARKER: 53 = ELEVATED TANK
 JU2641_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2641+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 JU2641
 JU2641  HISTORY     - Date     Condition        Report By
 JU2641  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2641  HISTORY     - 1984     GOOD             USPSQD
 JU2641  HISTORY     - 20060128 GOOD             GEOCAC
 JU2641
 JU2641                          STATION DESCRIPTION
 JU2641
 JU2641'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2641'THE STATION IS THE CENTER OF THE TOP OF A FOUR LEGGED STEEL
 JU2641'TANK PAINTED RED.  IT IS LOCATED NEAR THE NORTHERN END OF LONG
 JU2641'BEACH ISLAND, AND IS ON THE WEST SIDE OF THE OLD BARNEGAT TANK
 JU2641'1932.  THE OVERALL HEIGHT IS APPROXIMATELY 125 FEET.
 JU2641'
 JU2641'TO REACH FROM THE END OF STATE HIGHWAY 72 ON LONG BEACH ISLAND,
 JU2641'GO NORTH ON LONG BEACH BOULEVARD FOR 3.65 MILE TO A Y-FORK.  KEEP
 JU2641'LEFT AND GO NORTHERLY ON A PAVED STREET FOR 0.1 MILE TO THE
 JU2641'STATION ON THE LEFT.
 JU2641
 JU2641                          STATION RECOVERY (1984)
 JU2641
 JU2641'RECOVERY NOTE BY US POWER SQUADRON 1984 (AWT)
 JU2641'STATION FOUND GOOD.
 JU2641'
 JU2641'TANK IS NOW PAINTED ALUMINUM WITH LEGEND.
 JU2641'
 JU2641'BARNEGAT LIGHT ON ITS SIDE.
 JU2641'
 JU2641'HORIZONTAL DATA.
 JU2641
 JU2641                          STATION RECOVERY (2006)
 JU2641
 JU2641'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2641'THE TANK IS NOW PAINTED PALE BLUE WITH BLACK LETTERING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0174 ***********************************************************************
 JU0174  DESIGNATION -  BARNEGAT LIGHT RM 3
 JU0174  PID         -  JU0174
 JU0174  STATE/COUNTY-  NJ/OCEAN
 JU0174  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU0174
 JU0174                         *CURRENT SURVEY CONTROL
 JU0174  ___________________________________________________________________
 JU0174* NAD 83(1986)-  39 45 27.     (N)    074 06 23.     (W)     SCALED    
 JU0174* NAVD 88     -         1.509  (meters)       4.95   (feet)  ADJUSTED  
 JU0174  ___________________________________________________________________
 JU0174  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JU0174  DYNAMIC HT  -           1.508 (meters)       4.95  (feet)  COMP
 JU0174  MODELED GRAV-     980,161.3   (mgal)                       NAVD 88
 JU0174
 JU0174  VERT ORDER  -  FIRST     CLASS II
 JU0174
 JU0174.The horizontal coordinates were scaled from a topographic map and have
 JU0174.an estimated accuracy of +/- 6 seconds.
 JU0174
 JU0174.The orthometric height was determined by differential leveling
 JU0174.and adjusted by the National Geodetic Survey in March 2005..
 JU0174
 JU0174.The geoid height was determined by GEOID03.
 JU0174
 JU0174.The dynamic height is computed by dividing the NAVD 88
 JU0174.geopotential number by the normal gravity value computed on the
 JU0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0174.degrees latitude (g = 980.6199 gals.).
 JU0174
 JU0174.The modeled gravity was interpolated from observed gravity values.
 JU0174
 JU0174;                    North         East    Units  Estimated Accuracy
 JU0174;SPC NJ       -   102,670.      183,730.      MT  (+/- 180 meters Scaled)
 JU0174
 JU0174                          SUPERSEDED SURVEY CONTROL
 JU0174
 JU0174  NAVD 88 (06/15/91)    1.520  (m)            4.99   (f) UNKNOWN     1 1
 JU0174  NGVD 29 (??/??/??)    1.903  (m)            6.24   (f) ADJUSTED    1 1
 JU0174
 JU0174.Superseded values are not recommended for survey control.
 JU0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0174.See file dsdata.txt to determine how the superseded data were derived.
 JU0174
 JU0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK765012(NAD 83)
 JU0174_MARKER: DR = REFERENCE MARK DISK
 JU0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0174_STAMPING: BARNEGAT LIGHT NO 3 1932
 JU0174_MARK LOGO: CGS   
 JU0174_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0174+STABILITY: SURFACE MOTION
 JU0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0174+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2002
 JU0174
 JU0174  HISTORY     - Date     Condition        Report By
 JU0174  HISTORY     - 1932     MONUMENTED       CGS
 JU0174  HISTORY     - 1964     GOOD             CGS
 JU0174  HISTORY     - 1980     GOOD             NGS
 JU0174  HISTORY     - 20010606 GOOD             NJGS
 JU0174  HISTORY     - 20020424 GOOD             NJDEP
 JU0174
 JU0174                          STATION DESCRIPTION
 JU0174
 JU0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0174'AT BARNEGAT LIGHT.
 JU0174'ON LONG BEACH ISLAND, AT BARNEGAT LIGHT, AT THE JUNCTION OF CENTRAL
 JU0174'AVENUE AND BROADWAY STREET, 39.0 FEET NORTHWEST OF THE CENTER
 JU0174'LINE OF CENTRAL AVENUE, 45.0 FEET WEST OF THE CENTER LINE OF
 JU0174'BROADWAY STREET, 5.0 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
 JU0174'SIDEWALK ON SOUTHEAST SIDE OF CENTRAL AVENUE, 5.5 FEET NORTHEAST
 JU0174'OF CABLE LINE POLE 139, ABOUT LEVEL WITH CENTRAL AVENUE AND SET
 JU0174'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 JU0174
 JU0174                          STATION RECOVERY (1980)
 JU0174
 JU0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 JU0174'RECOVERED IN GOOD CONDITION.
 JU0174
 JU0174                          STATION RECOVERY (2001)
 JU0174
 JU0174'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0174'RECOVERED AS DESCRIBED.
 JU0174
 JU0174                          STATION RECOVERY (2002)
 JU0174
 JU0174'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2002 (BMC)
 JU0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2628 ***********************************************************************
 JU2628  DESIGNATION -  BARNEGAT LIGHTHOUSE
 JU2628  PID         -  JU2628
 JU2628  STATE/COUNTY-  NJ/OCEAN
 JU2628  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU2628
 JU2628                         *CURRENT SURVEY CONTROL
 JU2628  ___________________________________________________________________
 JU2628* NAD 83(1996)-  39 45 51.62175(N)    074 06 22.40765(W)     ADJUSTED  
 JU2628* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 JU2628  ___________________________________________________________________
 JU2628  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 JU2628  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JU2628
 JU2628  HORZ ORDER  -  THIRD
 JU2628
 JU2628.The horizontal coordinates were established by classical geodetic methods
 JU2628.and adjusted by the National Geodetic Survey in September 1999..
 JU2628
 JU2628.The orthometric height was scaled from a topographic map.
 JU2628
 JU2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2628
 JU2628.The geoid height was determined by GEOID03.
 JU2628
 JU2628;                    North         East     Units Scale Factor Converg.
 JU2628;SPC NJ       -   103,425.224   183,738.006   MT  0.99991401   +0 15 06.7
 JU2628;SPC NJ       -   339,320.92    602,813.77   sFT  0.99991401   +0 15 06.7
 JU2628;UTM  18      - 4,401,983.669   576,554.612   MT  0.99967215   +0 34 18.2
 JU2628
 JU2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2628!SPC NJ       -   1.00000482  x   0.99991401  =   0.99991882
 JU2628!UTM  18      -   1.00000482  x   0.99967215  =   0.99967696
 JU2628
 JU2628:                Primary Azimuth Mark                     Grid Az
 JU2628:SPC NJ       -  SEASIDE PARK WATER TANK                  006 36 47.7
 JU2628:UTM  18      -  SEASIDE PARK WATER TANK                  006 17 36.2
 JU2628
 JU2628|---------------------------------------------------------------------|
 JU2628| PID    Reference Object                     Distance      Geod. Az  |
 JU2628|                                                           dddmmss.s |
 JU2628| JU2580 SEASIDE PARK WATER TANK             APPROX.16.8 KM 0065154.4 |
 JU2628| JU2620 CEDAR CREEK CG STATION              APPROX. 9.9 KM 0092858.6 |
 JU2628| JU2624 FORKED RIVER CG STATION             APPROX. 4.4 KM 0135626.9 |
 JU2628|---------------------------------------------------------------------|
 JU2628
 JU2628                          SUPERSEDED SURVEY CONTROL
 JU2628
 JU2628  NAD 83(1986)-  39 45 51.61523(N)    074 06 22.39901(W) AD(       ) 3
 JU2628  NAD 27      -  39 45 51.17900(N)    074 06 23.91900(W) AD(       ) 3
 JU2628
 JU2628.Superseded values are not recommended for survey control.
 JU2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2628.See file dsdata.txt to determine how the superseded data were derived.
 JU2628
 JU2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7655501984(NAD 83)
 JU2628_MARKER: 13 = LIGHTHOUSE
 JU2628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2628+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 JU2628
 JU2628  HISTORY     - Date     Condition        Report By
 JU2628  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2628  HISTORY     - 1985     GOOD             NJGS
 JU2628  HISTORY     - 20060128 GOOD             GEOCAC
 JU2628
 JU2628                          STATION DESCRIPTION
 JU2628
 JU2628'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1985 (JRO)
 JU2628'THE STATION WAS RECOVERED AT THIS DATE.
 JU2628'THE STATION WAS NOT VISITED BUT WAS OBSERVED FROM STATION GULF 1935,
 JU2628'WITH GOOD RESULTS.  IT IS PRESUMED THAT THIS STATION REPLACED
 JU2628'BARNEGAT LIGHT 1872 AND WAS THE STATION OBSERVED IN 1962.
 JU2628'
 JU2628'DESCRIBED BY J R OLSEN.
 JU2628
 JU2628                          STATION RECOVERY (2006)
 JU2628
 JU2628'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2628'THE LIGHTHOUSE IS DAYMARKED RED ON THE TOP HALF AND WHITE ON THE
 JU2628'BOTTOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2645 ***********************************************************************
 JU2645  DESIGNATION -  BARNEGAT RADIO KEJ 805 MAST
 JU2645  PID         -  JU2645
 JU2645  STATE/COUNTY-  NJ/OCEAN
 JU2645  USGS QUAD   -  FORKED RIVER (1989)
 JU2645
 JU2645                         *CURRENT SURVEY CONTROL
 JU2645  ___________________________________________________________________
 JU2645* NAD 83(1996)-  39 45 28.44870(N)    074 14 57.73452(W)     ADJUSTED  
 JU2645* NAVD 88     -                                                        
 JU2645  ___________________________________________________________________
 JU2645  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 JU2645  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JU2645
 JU2645  HORZ ORDER  -  THIRD
 JU2645
 JU2645.The horizontal coordinates were established by classical geodetic methods
 JU2645.and adjusted by the National Geodetic Survey in September 1999..
 JU2645
 JU2645
 JU2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2645
 JU2645.The geoid height was determined by GEOID03.
 JU2645
 JU2645;                    North         East     Units Scale Factor Converg.
 JU2645;SPC NJ       -   102,666.482   171,475.459   MT  0.99990568   +0 09 37.0
 JU2645;SPC NJ       -   336,831.62    562,582.40   sFT  0.99990568   +0 09 37.0
 JU2645;UTM  18      - 4,401,156.698   564,299.535   MT  0.99965090   +0 28 48.3
 JU2645
 JU2645                          SUPERSEDED SURVEY CONTROL
 JU2645
 JU2645  NAD 83(1986)-  39 45 28.44046(N)    074 14 57.72744(W) AD(       ) 4
 JU2645  NAD 27      -  39 45 28.01000(N)    074 14 59.21600(W) AD(       ) 3
 JU2645
 JU2645.Superseded values are not recommended for survey control.
 JU2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2645.See file dsdata.txt to determine how the superseded data were derived.
 JU2645
 JU2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6430001157(NAD 83)
 JU2645_MARKER: 42 = RADIO/TV MAST
 JU2645
 JU2645  HISTORY     - Date     Condition        Report By
 JU2645  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2645  HISTORY     - 1984     GOOD             USPSQD
 JU2645
 JU2645                          STATION DESCRIPTION
 JU2645
 JU2645'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2645'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED ABOUT
 JU2645'2 MILES WEST OF BARNEGAT, AT MILE POST 68 ON THE GARDEN STATE
 JU2645'PARKWAY AND OWNED AND OPERATED BY THE GARDEN STATE PARKWAY.  IT
 JU2645'IS A GUYED STEEL STRUCTURE PAINTED ALTERNATELY IN SECTIONS OF
 JU2645'INTERNATIONAL RED AND WHITE.  THE OVERALL HEIGHT IS 130 FEET.
 JU2645
 JU2645                          STATION RECOVERY (1984)
 JU2645
 JU2645'RECOVERY NOTE BY US POWER SQUADRON 1984 (AWT)
 JU2645'STATION FOUND GOOD.
 JU2645'
 JU2645'TRAVELLING ON GARDEN STATE PARKWAY THE TOWER IS LOCATED WEST OF THE
 JU2645'DUAL HIGHWAY BETWEEN MILE POSTS 68 AND 67.9.
 JU2645'
 JU2645'STATION 1010 (BARNEGAT BELL TELEPHONE TOWER) ALSO VISIBLE HERE.
 JU2645'
 JU2645'HORIZONTAL DATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2643 ***********************************************************************
 JU2643  DESIGNATION -  BARNEGAT WATER TANK
 JU2643  PID         -  JU2643
 JU2643  STATE/COUNTY-  NJ/OCEAN
 JU2643  USGS QUAD   -  FORKED RIVER (1989)
 JU2643
 JU2643                         *CURRENT SURVEY CONTROL
 JU2643  ___________________________________________________________________
 JU2643* NAD 83(1996)-  39 45 20.83789(N)    074 13 17.69366(W)     ADJUSTED  
 JU2643* NAVD 88     -                                                        
 JU2643  ___________________________________________________________________
 JU2643  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 JU2643  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JU2643
 JU2643  HORZ ORDER  -  THIRD
 JU2643
 JU2643.The horizontal coordinates were established by classical geodetic methods
 JU2643.and adjusted by the National Geodetic Survey in September 1999..
 JU2643
 JU2643
 JU2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2643
 JU2643.The geoid height was determined by GEOID03.
 JU2643
 JU2643;                    North         East     Units Scale Factor Converg.
 JU2643;SPC NJ       -   102,438.806   173,857.335   MT  0.99990700   +0 10 41.0
 JU2643;SPC NJ       -   336,084.65    570,396.94   sFT  0.99990700   +0 10 41.0
 JU2643;UTM  18      - 4,400,942.373   566,682.040   MT  0.99965474   +0 29 52.2
 JU2643
 JU2643                          SUPERSEDED SURVEY CONTROL
 JU2643
 JU2643  NAD 83(1986)-  39 45 20.82934(N)    074 13 17.68718(W) AD(       ) 4
 JU2643  NAD 27      -  39 45 20.40500(N)    074 13 19.19100(W) AD(       ) 3
 JU2643
 JU2643.Superseded values are not recommended for survey control.
 JU2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2643.See file dsdata.txt to determine how the superseded data were derived.
 JU2643
 JU2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6668200942(NAD 83)
 JU2643_MARKER: 53 = ELEVATED TANK
 JU2643
 JU2643  HISTORY     - Date     Condition        Report By
 JU2643  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU2643  HISTORY     - 1950     GOOD             CGS
 JU2643  HISTORY     - 1962     GOOD             CGS
 JU2643
 JU2643                          STATION DESCRIPTION
 JU2643
 JU2643'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2643'STATION WAS LOCATED BUT NOT DESCRIBED BY C.D. MEANEY IN 1932.  IT
 JU2643'IS LOCATED IN BARNEGAT, NEW JERSEY ABOUT 75 FEET E OF U.S. HIGHWAY
 JU2643'9 AND ABOUT 200 FEET N OF THE BARNEGAT HIGH SCHOOL.  THE STATION
 JU2643'LOCATED BY THIS PARTY IS THE CENTER OF THE HIGHEST POINT OF THE
 JU2643'ROOF OF A BLACK, ELEVATED TANK.  THE STATION WAS NOT MARKED.
 JU2643'
 JU2643'HEIGHT OF LIGHT ABOVE STATION MARK 75 FEET.
 JU2643
 JU2643                          STATION RECOVERY (1950)
 JU2643
 JU2643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2643'THE DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONAL
 JU2643'INFORMATION--
 JU2643'
 JU2643'STATION IS AN ELEVATED TANK, APPROXIMATELY 140 FEET HIGH,
 JU2643'LOCATED IN BARNEGAT, 100.0 FEET E OF THE CENTER LINE OF STATE
 JU2643'HIGHWAY 4 (U.S. HIGHWAY 9), AND 116.5 FEET N OF THE NW CORNER OF
 JU2643'THE BARNEGAT HIGH SCHOOL.  ACCORDING TO LOCAL INFORMATION, THIS
 JU2643'TANK WAS ERECTED APPROXIMATELY 50 YEARS AGO AND HAS NOT BEEN
 JU2643'MOVED OR REBUILT SINCE.
 JU2643
 JU2643                          STATION RECOVERY (1962)
 JU2643
 JU2643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2643'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2582 ***********************************************************************
 JU2582  DESIGNATION -  BARNEGAT WATERWAY LIGHT 32
 JU2582  PID         -  JU2582
 JU2582  STATE/COUNTY-  NJ/OCEAN
 JU2582  USGS QUAD   -  SEASIDE PARK (1989)
 JU2582
 JU2582                         *CURRENT SURVEY CONTROL
 JU2582  ___________________________________________________________________
 JU2582* NAD 83(1996)-  39 59 34.86833(N)    074 06 36.58382(W)     ADJUSTED  
 JU2582* NAVD 88     -                                                        
 JU2582  ___________________________________________________________________
 JU2582  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 JU2582  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JU2582
 JU2582  HORZ ORDER  -  THIRD
 JU2582
 JU2582.The horizontal coordinates were established by classical geodetic methods
 JU2582.and adjusted by the National Geodetic Survey in September 1999..
 JU2582
 JU2582
 JU2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2582
 JU2582.The geoid height was determined by GEOID03.
 JU2582
 JU2582;                    North         East     Units Scale Factor Converg.
 JU2582;SPC NJ       -   128,812.138   183,289.861   MT  0.99991364   +0 15 02.0
 JU2582;SPC NJ       -   422,611.16    601,343.49   sFT  0.99991364   +0 15 02.0
 JU2582;UTM  18      - 4,427,361.528   575,964.562   MT  0.99967104   +0 34 18.9
 JU2582
 JU2582                          SUPERSEDED SURVEY CONTROL
 JU2582
 JU2582  NAD 83(1986)-  39 59 34.86268(N)    074 06 36.57997(W) AD(       ) 4
 JU2582  NAD 27      -  39 59 34.43500(N)    074 06 38.08500(W) AD(       ) 3
 JU2582
 JU2582.Superseded values are not recommended for survey control.
 JU2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2582.See file dsdata.txt to determine how the superseded data were derived.
 JU2582
 JU2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7596527362(NAD 83)
 JU2582_MARKER: 14 = NAVIGATION LIGHT
 JU2582
 JU2582  HISTORY     - Date     Condition        Report By
 JU2582  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2582  HISTORY     - 1967     POOR             USPSQD
 JU2582  HISTORY     - 1984     GOOD             USPSQD
 JU2582  HISTORY     - 1988     GOOD             USPSQD
 JU2582  HISTORY     - 19940703 MARK NOT FOUND   USPSQD
 JU2582
 JU2582                          STATION DESCRIPTION
 JU2582
 JU2582'DESCRIBED BY US POWER SQUADRON 1967 (CWK)
 JU2582'MARK RECOVERED IN POOR CONDITION.
 JU2582
 JU2582                          STATION RECOVERY (1984)
 JU2582
 JU2582'RECOVERY NOTE BY US POWER SQUADRON 1984 (SA)
 JU2582'STATION RECOVERED GOOD.
 JU2582'
 JU2582'THIS WAS FORMERLY AN EIGHT FOOT POLE WHICH WAS DESTROYED BY ICE.  IT
 JU2582'THEN WAS REPLACED BY A FLOATING CAN BUOY AND IN 1983 A NEW 15
 JU2582'FOOT (ABOVE WATER LEVEL) POLE WAS ESTABLISHED BY THE COAST
 JU2582'GUARD.  THE NEW NAVIGATION AID IS LOCATED AT LAT 39 DEG 59 MIN 36
 JU2582'SEC N, LONG 74 DEG 06 MIN 33 SEC W.  THIS MARK IS ACTUALLY A
 JU2582'NAVIGATION AID AND IS MAINTAINED BY THE COAST GUARD.  ON
 JU2582'NAUTICAL CHART 12324 IT IS DESCRIBED AS F1R 32.
 JU2582
 JU2582                          STATION RECOVERY (1988)
 JU2582
 JU2582'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU2582'RECOVERED IN GOOD CONDITION.
 JU2582
 JU2582                          STATION RECOVERY (1994)
 JU2582
 JU2582'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU2582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2586 ***********************************************************************
 JU2586  DESIGNATION -  BARNEGAT WATERWAY LIGHT 35
 JU2586  PID         -  JU2586
 JU2586  STATE/COUNTY-  NJ/OCEAN
 JU2586  USGS QUAD   -  SEASIDE PARK (1989)
 JU2586
 JU2586                         *CURRENT SURVEY CONTROL
 JU2586  ___________________________________________________________________
 JU2586* NAD 83(1996)-  39 58 42.62068(N)    074 06 25.62038(W)     ADJUSTED  
 JU2586* NAVD 88     -                                                        
 JU2586  ___________________________________________________________________
 JU2586  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 JU2586  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JU2586
 JU2586  HORZ ORDER  -  THIRD
 JU2586
 JU2586.The horizontal coordinates were established by classical geodetic methods
 JU2586.and adjusted by the National Geodetic Survey in September 1999..
 JU2586
 JU2586
 JU2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2586
 JU2586.The geoid height was determined by GEOID03.
 JU2586
 JU2586;                    North         East     Units Scale Factor Converg.
 JU2586;SPC NJ       -   127,201.966   183,557.022   MT  0.99991386   +0 15 08.7
 JU2586;SPC NJ       -   417,328.45    602,220.00   sFT  0.99991386   +0 15 08.7
 JU2586;UTM  18      - 4,425,753.270   576,240.681   MT  0.99967156   +0 34 25.3
 JU2586
 JU2586                          SUPERSEDED SURVEY CONTROL
 JU2586
 JU2586  NAD 83(1986)-  39 58 42.61496(N)    074 06 25.61472(W) AD(       ) 4
 JU2586  NAD 27      -  39 58 42.18800(N)    074 06 27.12300(W) AD(       ) 3
 JU2586
 JU2586.Superseded values are not recommended for survey control.
 JU2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2586.See file dsdata.txt to determine how the superseded data were derived.
 JU2586
 JU2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7624125753(NAD 83)
 JU2586_MARKER: 14 = NAVIGATION LIGHT
 JU2586
 JU2586  HISTORY     - Date     Condition        Report By
 JU2586  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2586  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU2586  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU2586  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JU2586
 JU2586                          STATION DESCRIPTION
 JU2586
 JU2586'DESCRIBED BY US POWER SQUADRON 1984 (SA)
 JU2586'STATION NOT RECOVERED.
 JU2586'
 JU2586'THIS MARK WAS FORMERLY AN EIGHT FOOT POLE WHICH WAS PART OF THE
 JU2586'INTERCOASTAL WATERWAY.  IT WAS DESTROYED BY ICE AND THE COAST
 JU2586'GUARD DECIDED THAT IT WOULD NOT BE RESET.  THIS WAS PART OF AN
 JU2586'ECONOMY MOVE IN WHICH MANY AIDS TO NAVIGATION WERE ELIMINATED.
 JU2586'THE STATION SHOULD BE CONSIDERED LOST.
 JU2586
 JU2586                          STATION RECOVERY (1987)
 JU2586
 JU2586'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU2586'MARK NOT FOUND.
 JU2586
 JU2586                          STATION RECOVERY (1988)
 JU2586
 JU2586'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU2586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2591 ***********************************************************************
 JU2591  DESIGNATION -  BARNEGAT WATERWAY LIGHT 39
 JU2591  PID         -  JU2591
 JU2591  STATE/COUNTY-  NJ/OCEAN
 JU2591  USGS QUAD   -  SEASIDE PARK (1989)
 JU2591
 JU2591                         *CURRENT SURVEY CONTROL
 JU2591  ___________________________________________________________________
 JU2591* NAD 83(1996)-  39 58 04.85968(N)    074 06 03.15670(W)     ADJUSTED  
 JU2591* NAVD 88     -                                                        
 JU2591  ___________________________________________________________________
 JU2591  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 JU2591  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JU2591
 JU2591  HORZ ORDER  -  THIRD
 JU2591
 JU2591.The horizontal coordinates were established by classical geodetic methods
 JU2591.and adjusted by the National Geodetic Survey in September 1999..
 JU2591
 JU2591
 JU2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2591
 JU2591.The geoid height was determined by GEOID03.
 JU2591
 JU2591;                    North         East     Units Scale Factor Converg.
 JU2591;SPC NJ       -   126,039.789   184,095.199   MT  0.99991431   +0 15 23.0
 JU2591;SPC NJ       -   413,515.54    603,985.67   sFT  0.99991431   +0 15 23.0
 JU2591;UTM  18      - 4,424,594.409   576,785.234   MT  0.99967258   +0 34 39.3
 JU2591
 JU2591                          SUPERSEDED SURVEY CONTROL
 JU2591
 JU2591  NAD 83(1986)-  39 58 04.85419(N)    074 06 03.15128(W) AD(       ) 4
 JU2591  NAD 27      -  39 58 04.42600(N)    074 06 04.66100(W) AD(       ) 3
 JU2591
 JU2591.Superseded values are not recommended for survey control.
 JU2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2591.See file dsdata.txt to determine how the superseded data were derived.
 JU2591
 JU2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7678524594(NAD 83)
 JU2591_MARKER: 14 = NAVIGATION LIGHT
 JU2591
 JU2591  HISTORY     - Date     Condition        Report By
 JU2591  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2591  HISTORY     - 1987     GOOD             USPSQD
 JU2591  HISTORY     - 1988     GOOD             USPSQD
 JU2591  HISTORY     - 19940703 MARK NOT FOUND   USPSQD
 JU2591
 JU2591                          STATION DESCRIPTION
 JU2591
 JU2591'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2593 ***********************************************************************
 JU2593  DESIGNATION -  BARNEGAT WATERWAY LIGHT 40
 JU2593  PID         -  JU2593
 JU2593  STATE/COUNTY-  NJ/OCEAN
 JU2593  USGS QUAD   -  SEASIDE PARK (1989)
 JU2593
 JU2593                         *CURRENT SURVEY CONTROL
 JU2593  ___________________________________________________________________
 JU2593* NAD 83(1996)-  39 57 26.80039(N)    074 06 14.70345(W)     ADJUSTED  
 JU2593* NAVD 88     -                                                        
 JU2593  ___________________________________________________________________
 JU2593  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 JU2593  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JU2593
 JU2593  HORZ ORDER  -  THIRD
 JU2593
 JU2593.The horizontal coordinates were established by classical geodetic methods
 JU2593.and adjusted by the National Geodetic Survey in September 1999..
 JU2593
 JU2593
 JU2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2593
 JU2593.The geoid height was determined by GEOID03.
 JU2593
 JU2593;                    North         East     Units Scale Factor Converg.
 JU2593;SPC NJ       -   124,864.827   183,826.412   MT  0.99991408   +0 15 15.4
 JU2593;SPC NJ       -   409,660.69    603,103.82   sFT  0.99991408   +0 15 15.4
 JU2593;UTM  18      - 4,423,418.244   576,523.101   MT  0.99967209   +0 34 31.4
 JU2593
 JU2593                          SUPERSEDED SURVEY CONTROL
 JU2593
 JU2593  NAD 83(1986)-  39 57 26.79496(N)    074 06 14.69805(W) AD(       ) 4
 JU2593  NAD 27      -  39 57 26.36600(N)    074 06 16.20800(W) AD(       ) 3
 JU2593
 JU2593.Superseded values are not recommended for survey control.
 JU2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2593.See file dsdata.txt to determine how the superseded data were derived.
 JU2593
 JU2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7652323418(NAD 83)
 JU2593_MARKER: 14 = NAVIGATION LIGHT
 JU2593
 JU2593  HISTORY     - Date     Condition        Report By
 JU2593  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2593  HISTORY     - 1967     GOOD             USPSQD
 JU2593  HISTORY     - 1984     GOOD             USPSQD
 JU2593  HISTORY     - 1988     GOOD             USPSQD
 JU2593  HISTORY     - 19940703 MARK NOT FOUND   USPSQD
 JU2593
 JU2593                          STATION DESCRIPTION
 JU2593
 JU2593'DESCRIBED BY US POWER SQUADRON 1967 (CWK)
 JU2593'RECOVERED IN GOOD CONDITION.
 JU2593
 JU2593                          STATION RECOVERY (1984)
 JU2593
 JU2593'RECOVERY NOTE BY US POWER SQUADRON 1984 (SA)
 JU2593'THE HORIZONTAL CONTROL DATA FORM FOR STATION 1031 IS EVIDENTLY A
 JU2593'CORRECTION (LAT AND LONG) OF STATION 1030.  THIS PAGE SHOULD
 JU2593'PROBABLY BE ELIMINATED FROM YOUR RECORDS.  SEE REPORT ON STATION
 JU2593'1030.
 JU2593
 JU2593                          STATION RECOVERY (1988)
 JU2593
 JU2593'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU2593'RECOVERED IN GOOD CONDITION.
 JU2593
 JU2593                          STATION RECOVERY (1994)
 JU2593
 JU2593'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU2593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2595 ***********************************************************************
 JU2595  DESIGNATION -  BARNEGAT WATERWAY LIGHT 43
 JU2595  PID         -  JU2595
 JU2595  STATE/COUNTY-  NJ/OCEAN
 JU2595  USGS QUAD   -  SEASIDE PARK (1989)
 JU2595
 JU2595                         *CURRENT SURVEY CONTROL
 JU2595  ___________________________________________________________________
 JU2595* NAD 83(1996)-  39 57 06.63901(N)    074 06 00.35641(W)     ADJUSTED  
 JU2595* NAVD 88     -                                                        
 JU2595  ___________________________________________________________________
 JU2595  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 JU2595  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU2595
 JU2595  HORZ ORDER  -  THIRD
 JU2595
 JU2595.The horizontal coordinates were established by classical geodetic methods
 JU2595.and adjusted by the National Geodetic Survey in September 1999..
 JU2595
 JU2595
 JU2595.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2595
 JU2595.The geoid height was determined by GEOID03.
 JU2595
 JU2595;                    North         East     Units Scale Factor Converg.
 JU2595;SPC NJ       -   124,244.573   184,169.697   MT  0.99991437   +0 15 24.5
 JU2595;SPC NJ       -   407,625.74    604,230.08   sFT  0.99991437   +0 15 24.5
 JU2595;UTM  18      - 4,422,800.073   576,869.773   MT  0.99967274   +0 34 40.4
 JU2595
 JU2595                          SUPERSEDED SURVEY CONTROL
 JU2595
 JU2595  NAD 83(1986)-  39 57 06.63369(N)    074 06 00.35122(W) AD(       ) 4
 JU2595  NAD 27      -  39 57 06.20400(N)    074 06 01.86100(W) AD(       ) 3
 JU2595
 JU2595.Superseded values are not recommended for survey control.
 JU2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2595.See file dsdata.txt to determine how the superseded data were derived.
 JU2595
 JU2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7687022800(NAD 83)
 JU2595_MARKER: 14 = NAVIGATION LIGHT
 JU2595
 JU2595  HISTORY     - Date     Condition        Report By
 JU2595  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2595  HISTORY     - 1962     GOOD             USPSQD
 JU2595  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU2595
 JU2595                          STATION DESCRIPTION
 JU2595
 JU2595'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2595'THE STATION IS THE CENTER OF A FLASHING GREEN LIGHT ATOP OF A
 JU2595'WOOD STRUCTURE AND IS 8 FEET ABOVE THE WATER.  IT IS LOCATED
 JU2595'ABOUT 0.7 MILE WEST OF A MARSHY ISLAND AND ABOUT 0.5 MILE
 JU2595'NORTHEAST OF THE WEST END OF A BRIDGE CONNECTING BAY SHORE WITH
 JU2595'ISLAND BEACH.
 JU2595
 JU2595                          STATION RECOVERY (1962)
 JU2595
 JU2595'RECOVERY NOTE BY US POWER SQUADRON 1962 (SA)
 JU2595'THIS PAGE WAS EVIDENTLY WRITTEN TO UPDATE THE POSITION OF STATION
 JU2595'NO. 1033 SEE WRITEUP OF STATION 1033 ATTACHED FOR PROPER
 JU2595'POSITION AND DESCRIPTION.
 JU2595
 JU2595                          STATION RECOVERY (1987)
 JU2595
 JU2595'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU2595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2602 ***********************************************************************
 JU2602  DESIGNATION -  BARNEGAT WATERWAY LIGHT 50
 JU2602  PID         -  JU2602
 JU2602  STATE/COUNTY-  NJ/OCEAN
 JU2602  USGS QUAD   -  SEASIDE PARK (1989)
 JU2602
 JU2602                         *CURRENT SURVEY CONTROL
 JU2602  ___________________________________________________________________
 JU2602* NAD 83(1996)-  39 56 21.05248(N)    074 06 20.43423(W)     ADJUSTED  
 JU2602* NAVD 88     -                                                        
 JU2602  ___________________________________________________________________
 JU2602  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 JU2602  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU2602
 JU2602  HORZ ORDER  -  THIRD
 JU2602
 JU2602.The horizontal coordinates were established by classical geodetic methods
 JU2602.and adjusted by the National Geodetic Survey in September 1999..
 JU2602
 JU2602
 JU2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2602
 JU2602.The geoid height was determined by GEOID03.
 JU2602
 JU2602;                    North         East     Units Scale Factor Converg.
 JU2602;SPC NJ       -   122,836.577   183,699.364   MT  0.99991398   +0 15 11.3
 JU2602;SPC NJ       -   403,006.34    602,687.00   sFT  0.99991398   +0 15 11.3
 JU2602;UTM  18      - 4,421,389.805   576,407.449   MT  0.99967187   +0 34 27.0
 JU2602
 JU2602                          SUPERSEDED SURVEY CONTROL
 JU2602
 JU2602  NAD 83(1986)-  39 56 21.04648(N)    074 06 20.42994(W) AD(       ) 4
 JU2602  NAD 27      -  39 56 20.61500(N)    074 06 21.94000(W) AD(       ) 3
 JU2602
 JU2602.Superseded values are not recommended for survey control.
 JU2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2602.See file dsdata.txt to determine how the superseded data were derived.
 JU2602
 JU2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7640721390(NAD 83)
 JU2602_MARKER: 14 = NAVIGATION LIGHT
 JU2602
 JU2602  HISTORY     - Date     Condition        Report By
 JU2602  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2602  HISTORY     - 1984     SEE DESCRIPTION  USPSQD
 JU2602  HISTORY     - 1987     GOOD             USPSQD
 JU2602  HISTORY     - 1988     GOOD             USPSQD
 JU2602  HISTORY     - 19940703 MARK NOT FOUND   USPSQD
 JU2602
 JU2602                          STATION DESCRIPTION
 JU2602
 JU2602'DESCRIBED BY US POWER SQUADRON 1984 (SA)
 JU2602'THIS MARK IS AN AID TO NAVIGATION IN THE INTERCOASTAL WATERWAY.  IT
 JU2602'IS SET AND MAINTAINED BY THE COAST GUARD.  IT IS A FLOATING MARKER
 JU2602'KNOWN AS A LIGHTED BUOY.  IT IS REMOVED FOR THE WINTER MONTHS AND
 JU2602'RESET IN THE SPRING, APPROXIMATELY APRIL.  IT IS ANCHOED TO THE
 JU2602'BOTTOM WITH A CHAIN THEREFORE IT SWINGS WITH THE TIDE, WIND, AND
 JU2602'CURRENTS.  THERE IS NO ASSURANCE THAT IT WILL BE RESET IN
 JU2602'EXACTLY THE SAME POSITION EACH YEAR.
 JU2602
 JU2602                          STATION RECOVERY (1987)
 JU2602
 JU2602'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU2602'RECOVERED IN GOOD CONDITION.
 JU2602
 JU2602                          STATION RECOVERY (1988)
 JU2602
 JU2602'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWP)
 JU2602'RECOVERED IN GOOD CONDITION.
 JU2602
 JU2602                          STATION RECOVERY (1994)
 JU2602
 JU2602'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU2602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2603 ***********************************************************************
 JU2603  DESIGNATION -  BARNEGAT WATERWAY LIGHT 51
 JU2603  PID         -  JU2603
 JU2603  STATE/COUNTY-  NJ/OCEAN
 JU2603  USGS QUAD   -  SEASIDE PARK (1989)
 JU2603
 JU2603                         *CURRENT SURVEY CONTROL
 JU2603  ___________________________________________________________________
 JU2603* NAD 83(1996)-  39 56 16.18161(N)    074 06 15.88629(W)     ADJUSTED  
 JU2603* NAVD 88     -                                                        
 JU2603  ___________________________________________________________________
 JU2603  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 JU2603  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU2603
 JU2603  HORZ ORDER  -  THIRD
 JU2603
 JU2603.The horizontal coordinates were established by classical geodetic methods
 JU2603.and adjusted by the National Geodetic Survey in September 1999..
 JU2603
 JU2603
 JU2603.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2603
 JU2603.The geoid height was determined by GEOID03.
 JU2603
 JU2603;                    North         East     Units Scale Factor Converg.
 JU2603;SPC NJ       -   122,686.839   183,807.995   MT  0.99991407   +0 15 14.2
 JU2603;SPC NJ       -   402,515.07    603,043.40   sFT  0.99991407   +0 15 14.2
 JU2603;UTM  18      - 4,421,240.714   576,516.890   MT  0.99967208   +0 34 29.8
 JU2603
 JU2603                          SUPERSEDED SURVEY CONTROL
 JU2603
 JU2603  NAD 83(1986)-  39 56 16.17544(N)    074 06 15.88183(W) AD(       ) 4
 JU2603  NAD 27      -  39 56 15.74500(N)    074 06 17.39200(W) AD(       ) 3
 JU2603
 JU2603.Superseded values are not recommended for survey control.
 JU2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2603.See file dsdata.txt to determine how the superseded data were derived.
 JU2603
 JU2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7651721241(NAD 83)
 JU2603_MARKER: 14 = NAVIGATION LIGHT
 JU2603
 JU2603  HISTORY     - Date     Condition        Report By
 JU2603  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2603  HISTORY     - 1984     SEE DESCRIPTION  USPSQD
 JU2603  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU2603  HISTORY     - 1988     GOOD             USPSQD
 JU2603  HISTORY     - 19940703 MARK NOT FOUND   USPSQD
 JU2603
 JU2603                          STATION DESCRIPTION
 JU2603
 JU2603'DESCRIBED BY US POWER SQUADRON 1984 (SA)
 JU2603'THIS MARK IS AN AID TO NAVIGATION IN THE INTERCOASTAL WATERWAY.  IT
 JU2603'IS SET AND MAINTAINED BY THE COAST GUARD.  IT IS A FLOATING MARKER
 JU2603'ANCHORED TO THE BOTTOM BY A CHAIN WHICH ALLOWS IT TO SWING WITH
 JU2603'THE WIND, CURRENTS AND TIDE.  IT IS ALSO REMOVED FOR THE WINTER
 JU2603'MONTHS AND RESET IN APRIL EACH YEAR.  THERE IS NO ASSURANCE THAT
 JU2603'IT WILL BE RESET IN THE SAME POSITION EACH YEAR.
 JU2603
 JU2603                          STATION RECOVERY (1987)
 JU2603
 JU2603'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU2603'MARK NOT FOUND.
 JU2603
 JU2603                          STATION RECOVERY (1988)
 JU2603
 JU2603'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU2603'RECOVERED IN GOOD CONDITION.
 JU2603
 JU2603                          STATION RECOVERY (1994)
 JU2603
 JU2603'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU2603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2607 ***********************************************************************
 JU2607  DESIGNATION -  BARNEGAT WATERWAY LIGHT 54
 JU2607  PID         -  JU2607
 JU2607  STATE/COUNTY-  NJ/OCEAN
 JU2607  USGS QUAD   -  SEASIDE PARK (1989)
 JU2607
 JU2607                         *CURRENT SURVEY CONTROL
 JU2607  ___________________________________________________________________
 JU2607* NAD 83(1996)-  39 56 02.98001(N)    074 06 08.45951(W)     ADJUSTED  
 JU2607* NAVD 88     -                                                        
 JU2607  ___________________________________________________________________
 JU2607  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 JU2607  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU2607
 JU2607  HORZ ORDER  -  THIRD
 JU2607
 JU2607.The horizontal coordinates were established by classical geodetic methods
 JU2607.and adjusted by the National Geodetic Survey in September 1999..
 JU2607
 JU2607
 JU2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2607
 JU2607.The geoid height was determined by GEOID03.
 JU2607
 JU2607;                    North         East     Units Scale Factor Converg.
 JU2607;SPC NJ       -   122,280.489   183,986.119   MT  0.99991422   +0 15 18.9
 JU2607;SPC NJ       -   401,181.90    603,627.79   sFT  0.99991422   +0 15 18.9
 JU2607;UTM  18      - 4,420,835.467   576,697.244   MT  0.99967242   +0 34 34.4
 JU2607
 JU2607                          SUPERSEDED SURVEY CONTROL
 JU2607
 JU2607  NAD 83(1986)-  39 56 02.97348(N)    074 06 08.45473(W) AD(       ) 4
 JU2607  NAD 27      -  39 56 02.54300(N)    074 06 09.96600(W) AD(       ) 3
 JU2607
 JU2607.Superseded values are not recommended for survey control.
 JU2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2607.See file dsdata.txt to determine how the superseded data were derived.
 JU2607
 JU2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7669720835(NAD 83)
 JU2607_MARKER: 14 = NAVIGATION LIGHT
 JU2607
 JU2607  HISTORY     - Date     Condition        Report By
 JU2607  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2607  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU2607  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU2607  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JU2607
 JU2607                          STATION DESCRIPTION
 JU2607
 JU2607'DESCRIBED BY US POWER SQUADRON 1984 (SA)
 JU2607'SEE BELOW-LOST.
 JU2607'
 JU2607'THIS MARK WAS FORMERLY AN AID TO NAVIGATION IN THE INTERCOASTAL
 JU2607'WATERWAY.  IT HAS BEEN REMOVED BY THE COAST GUARD AND THERE ARE NO
 JU2607'PLANS TO REPLACE IT.  MARK SHOULD BE CONSIDERED LOST.
 JU2607
 JU2607                          STATION RECOVERY (1987)
 JU2607
 JU2607'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU2607'MARK NOT FOUND.
 JU2607
 JU2607                          STATION RECOVERY (1988)
 JU2607
 JU2607'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU2607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2611 ***********************************************************************
 JU2611  DESIGNATION -  BARNEGAT WATERWAY LIGHT 56
 JU2611  PID         -  JU2611
 JU2611  STATE/COUNTY-  NJ/OCEAN
 JU2611  USGS QUAD   -  SEASIDE PARK (1989)
 JU2611
 JU2611                         *CURRENT SURVEY CONTROL
 JU2611  ___________________________________________________________________
 JU2611* NAD 83(1996)-  39 55 36.73966(N)    074 05 52.24863(W)     ADJUSTED  
 JU2611* NAVD 88     -                                                        
 JU2611  ___________________________________________________________________
 JU2611  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 JU2611  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU2611
 JU2611  HORZ ORDER  -  THIRD
 JU2611
 JU2611.The horizontal coordinates were established by classical geodetic methods
 JU2611.and adjusted by the National Geodetic Survey in September 1999..
 JU2611
 JU2611
 JU2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2611
 JU2611.The geoid height was determined by GEOID03.
 JU2611
 JU2611;                    North         East     Units Scale Factor Converg.
 JU2611;SPC NJ       -   121,472.971   184,374.627   MT  0.99991454   +0 15 29.2
 JU2611;SPC NJ       -   398,532.57    604,902.42   sFT  0.99991454   +0 15 29.2
 JU2611;UTM  18      - 4,420,030.332   577,090.175   MT  0.99967316   +0 34 44.5
 JU2611
 JU2611                          SUPERSEDED SURVEY CONTROL
 JU2611
 JU2611  NAD 83(1986)-  39 55 36.73284(N)    074 05 52.24349(W) AD(       ) 4
 JU2611  NAD 27      -  39 55 36.30200(N)    074 05 53.75600(W) AD(       ) 3
 JU2611
 JU2611.Superseded values are not recommended for survey control.
 JU2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2611.See file dsdata.txt to determine how the superseded data were derived.
 JU2611
 JU2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7709020030(NAD 83)
 JU2611_MARKER: 14 = NAVIGATION LIGHT
 JU2611
 JU2611  HISTORY     - Date     Condition        Report By
 JU2611  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2611  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU2611  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU2611  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JU2611
 JU2611                          STATION DESCRIPTION
 JU2611
 JU2611'DESCRIBED BY US POWER SQUADRON 1984 (SA)
 JU2611'THIS MARK WAS AN AID TO NAVIGATION IN THE INTERCOASTAL WATERWAY.  IT
 JU2611'WAS DESTROYED BY ICE AND REPLACED FOR A FEW YEARS BY A FLOATING
 JU2611'MARKER.  IN 1983 A NEW PERMANENT (HOPEFULLY) POLE WAS ERECTED AND
 JU2611'THE MARKER IS NOW IDENTIFIED AS FL R 56 15 FEET.
 JU2611
 JU2611                          STATION RECOVERY (1987)
 JU2611
 JU2611'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU2611'MARK NOT FOUND.
 JU2611
 JU2611                          STATION RECOVERY (1988)
 JU2611
 JU2611'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU2611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2683 ***********************************************************************
 JU2683  DESIGNATION -  BARNEGAT WATERWAY LIGHT 76
 JU2683  PID         -  JU2683
 JU2683  STATE/COUNTY-  NJ/OCEAN
 JU2683  USGS QUAD   -  SHIP BOTTOM (1972)
 JU2683
 JU2683                         *CURRENT SURVEY CONTROL
 JU2683  ___________________________________________________________________
 JU2683* NAD 83(1996)-  39 43 48.83878(N)    074 09 01.81717(W)     ADJUSTED  
 JU2683* NAVD 88     -                                                        
 JU2683  ___________________________________________________________________
 JU2683  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 JU2683  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JU2683
 JU2683  HORZ ORDER  -  THIRD
 JU2683
 JU2683.The horizontal coordinates were established by classical geodetic methods
 JU2683.and adjusted by the National Geodetic Survey in September 1999..
 JU2683
 JU2683
 JU2683.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2683
 JU2683.The geoid height was determined by GEOID03.
 JU2683
 JU2683;                    North         East     Units Scale Factor Converg.
 JU2683;SPC NJ       -    99,623.025   179,958.896   MT  0.99991105   +0 13 24.2
 JU2683;SPC NJ       -   326,846.54    590,415.14   sFT  0.99991105   +0 13 24.2
 JU2683;UTM  18      - 4,398,161.373   572,797.694   MT  0.99966524   +0 32 34.8
 JU2683
 JU2683                          SUPERSEDED SURVEY CONTROL
 JU2683
 JU2683  NAD 83(1986)-  39 43 48.83060(N)    074 09 01.80919(W) AD(       ) 4
 JU2683  NAD 27      -  39 43 48.39500(N)    074 09 03.31800(W) AD(       ) 3
 JU2683
 JU2683.Superseded values are not recommended for survey control.
 JU2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2683.See file dsdata.txt to determine how the superseded data were derived.
 JU2683
 JU2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7279898161(NAD 83)
 JU2683_MARKER: 14 = NAVIGATION LIGHT
 JU2683
 JU2683  HISTORY     - Date     Condition        Report By
 JU2683  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2683  HISTORY     - 1988     GOOD             USPSQD
 JU2683
 JU2683                          STATION DESCRIPTION
 JU2683
 JU2683'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2683'THE STATION IS A FLASHING RED LIGHT ATOP OF A THREE LEGGED WOOD
 JU2683'STRUCTURE AND IS 8 FEET ABOVE THE WATER.  IT IS LOCATED ABOUT
 JU2683'1-1/2 MILES NORTH OF THE HIGH POINT STANDPIPE, ABOUT 3 MILES
 JU2683'SOUTHWEST OF THE BARNEGAT LIGHTHOUSE AND IS IN BARNEGAT BAY.
 JU2683
 JU2683                          STATION RECOVERY (1988)
 JU2683
 JU2683'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHF)
 JU2683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2684 ***********************************************************************
 JU2684  DESIGNATION -  BARNEGAT WATERWAY LIGHT 79
 JU2684  PID         -  JU2684
 JU2684  STATE/COUNTY-  NJ/OCEAN
 JU2684  USGS QUAD   -  SHIP BOTTOM (1972)
 JU2684
 JU2684                         *CURRENT SURVEY CONTROL
 JU2684  ___________________________________________________________________
 JU2684* NAD 83(1996)-  39 43 17.31050(N)    074 08 28.68326(W)     ADJUSTED  
 JU2684* NAVD 88     -                                                        
 JU2684  ___________________________________________________________________
 JU2684  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 JU2684  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JU2684
 JU2684  HORZ ORDER  -  THIRD
 JU2684
 JU2684.The horizontal coordinates were established by classical geodetic methods
 JU2684.and adjusted by the National Geodetic Survey in September 1999..
 JU2684
 JU2684
 JU2684.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2684
 JU2684.The geoid height was determined by GEOID03.
 JU2684
 JU2684;                    North         East     Units Scale Factor Converg.
 JU2684;SPC NJ       -    98,653.856   180,751.748   MT  0.99991164   +0 13 45.2
 JU2684;SPC NJ       -   323,666.86    593,016.36   sFT  0.99991164   +0 13 45.2
 JU2684;UTM  18      - 4,397,196.878   573,595.744   MT  0.99966668   +0 32 55.6
 JU2684
 JU2684                          SUPERSEDED SURVEY CONTROL
 JU2684
 JU2684  NAD 83(1986)-  39 43 17.30261(N)    074 08 28.67551(W) AD(       ) 4
 JU2684  NAD 27      -  39 43 16.86700(N)    074 08 30.18600(W) AD(       ) 3
 JU2684
 JU2684.Superseded values are not recommended for survey control.
 JU2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2684.See file dsdata.txt to determine how the superseded data were derived.
 JU2684
 JU2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7359697197(NAD 83)
 JU2684_MARKER: 14 = NAVIGATION LIGHT
 JU2684
 JU2684  HISTORY     - Date     Condition        Report By
 JU2684  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2684  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU2684
 JU2684                          STATION DESCRIPTION
 JU2684
 JU2684'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2684'THE STATION IS A FLASHING WHITE LIGHT ATOP OF A THREE LEGGED
 JU2684'WOOD STRUCTURE AND IS 8 FEET ABOVE THE WATER.  IT IS LOCATED
 JU2684'ABOUT 1 MILE NORTH OF THE HIGH POINT STANDPIPE, ABOUT 3-1/2
 JU2684'MILES SOUTHWEST OF BARNEGAT LIGHTHOUSE AND IS IN BARNEGAT BAY.
 JU2684
 JU2684                          STATION RECOVERY (1987)
 JU2684
 JU2684'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU2684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2689 ***********************************************************************
 JU2689  DESIGNATION -  BARNEGAT WATERWAY LIGHT 73
 JU2689  PID         -  JU2689
 JU2689  STATE/COUNTY-  NJ/OCEAN
 JU2689  USGS QUAD   -  SHIP BOTTOM (1972)
 JU2689
 JU2689                         *CURRENT SURVEY CONTROL
 JU2689  ___________________________________________________________________
 JU2689* NAD 83(1996)-  39 44 37.74586(N)    074 08 51.59852(W)     ADJUSTED  
 JU2689* NAVD 88     -                                                        
 JU2689  ___________________________________________________________________
 JU2689  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 JU2689  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JU2689
 JU2689  HORZ ORDER  -  THIRD
 JU2689
 JU2689.The horizontal coordinates were established by classical geodetic methods
 JU2689.and adjusted by the National Geodetic Survey in September 1999..
 JU2689
 JU2689
 JU2689.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2689
 JU2689.The geoid height was determined by GEOID03.
 JU2689
 JU2689;                    North         East     Units Scale Factor Converg.
 JU2689;SPC NJ       -   101,132.202   180,196.286   MT  0.99991122   +0 13 31.0
 JU2689;SPC NJ       -   331,797.90    591,193.98   sFT  0.99991122   +0 13 31.0
 JU2689;UTM  18      - 4,399,671.480   573,026.605   MT  0.99966565   +0 32 41.9
 JU2689
 JU2689                          SUPERSEDED SURVEY CONTROL
 JU2689
 JU2689  NAD 83(1986)-  39 44 37.73728(N)    074 08 51.59066(W) AD(       ) 4
 JU2689  NAD 27      -  39 44 37.30200(N)    074 08 53.09900(W) AD(       ) 3
 JU2689
 JU2689.Superseded values are not recommended for survey control.
 JU2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2689.See file dsdata.txt to determine how the superseded data were derived.
 JU2689
 JU2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7302799671(NAD 83)
 JU2689_MARKER: 14 = NAVIGATION LIGHT
 JU2689
 JU2689  HISTORY     - Date     Condition        Report By
 JU2689  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2689  HISTORY     - 1987     GOOD             USPSQD
 JU2689  HISTORY     - 1988     GOOD             USPSQD
 JU2689
 JU2689                          STATION DESCRIPTION
 JU2689
 JU2689'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2689'THE STATION IS THE CENTER OF A FLASHING WHITE LIGHT ATOP OF A
 JU2689'THREE LEGGED WOOD STRUCTURE AND IS 8 FEET ABOVE THE WATER.  IT IS
 JU2689'LOCATED ABOUT 2.7 MILES NORTH OF THE HIGH POINT STANDPIPE, ABOUT
 JU2689'2.7 MILES SOUTHWEST OF THE BARNEGAT STANDPIPE AND IS IN BARNEGAT
 JU2689'BAY.
 JU2689
 JU2689                          STATION RECOVERY (1987)
 JU2689
 JU2689'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU2689'RECOVERED IN GOOD CONDITION.
 JU2689
 JU2689                          STATION RECOVERY (1988)
 JU2689
 JU2689'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU2689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2690 ***********************************************************************
 JU2690  DESIGNATION -  BARNEGAT WATERWAY LIGHT 82
 JU2690  PID         -  JU2690
 JU2690  STATE/COUNTY-  NJ/OCEAN
 JU2690  USGS QUAD   -  SHIP BOTTOM (1972)
 JU2690
 JU2690                         *CURRENT SURVEY CONTROL
 JU2690  ___________________________________________________________________
 JU2690* NAD 83(1996)-  39 42 19.95010(N)    074 08 45.13019(W)     ADJUSTED  
 JU2690* NAVD 88     -                                                        
 JU2690  ___________________________________________________________________
 JU2690  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 JU2690  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JU2690
 JU2690  HORZ ORDER  -  THIRD
 JU2690
 JU2690.The horizontal coordinates were established by classical geodetic methods
 JU2690.and adjusted by the National Geodetic Survey in September 1999..
 JU2690
 JU2690
 JU2690.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2690
 JU2690.The geoid height was determined by GEOID03.
 JU2690
 JU2690;                    North         East     Units Scale Factor Converg.
 JU2690;SPC NJ       -    96,883.393   180,367.061   MT  0.99991135   +0 13 34.4
 JU2690;SPC NJ       -   317,858.27    591,754.27   sFT  0.99991135   +0 13 34.4
 JU2690;UTM  18      - 4,395,424.733   573,221.027   MT  0.99966600   +0 32 44.4
 JU2690
 JU2690                          SUPERSEDED SURVEY CONTROL
 JU2690
 JU2690  NAD 83(1986)-  39 42 19.94231(N)    074 08 45.12283(W) AD(       ) 4
 JU2690  NAD 27      -  39 42 19.50700(N)    074 08 46.63300(W) AD(       ) 3
 JU2690
 JU2690.Superseded values are not recommended for survey control.
 JU2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2690.See file dsdata.txt to determine how the superseded data were derived.
 JU2690
 JU2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7322195425(NAD 83)
 JU2690_MARKER: 14 = NAVIGATION LIGHT
 JU2690
 JU2690  HISTORY     - Date     Condition        Report By
 JU2690  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2690  HISTORY     - 1987     GOOD             USPSQD
 JU2690
 JU2690                          STATION DESCRIPTION
 JU2690
 JU2690'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2690'THE STATION IS THE CENTER OF A FLASHING RED LIGHT ATOP OF A
 JU2690'THREE LEGGED WOOD STRUCTURE AND IS 8 FEET ABOVE THE WATER.  IT
 JU2690'IS LOCATED ON THE EAST SIDE OF SANDY ISLAND AND IS ON THE WEST
 JU2690'EDGE OF BARNEGAT BAY CHANNEL.
 JU2690
 JU2690                          STATION RECOVERY (1987)
 JU2690
 JU2690'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU2690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5229 ***********************************************************************
 KV5229  DESIGNATION -  BARNEGAT WATERWAY LIGHT 31
 KV5229  PID         -  KV5229
 KV5229  STATE/COUNTY-  NJ/OCEAN
 KV5229  USGS QUAD   -  POINT PLEASANT (1989)
 KV5229
 KV5229                         *CURRENT SURVEY CONTROL
 KV5229  ___________________________________________________________________
 KV5229* NAD 83(1996)-  40 00 10.67048(N)    074 05 29.29693(W)     ADJUSTED  
 KV5229* NAVD 88     -                                                        
 KV5229  ___________________________________________________________________
 KV5229  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 KV5229  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV5229
 KV5229  HORZ ORDER  -  THIRD
 KV5229
 KV5229.The horizontal coordinates were established by classical geodetic methods
 KV5229.and adjusted by the National Geodetic Survey in September 1999..
 KV5229
 KV5229
 KV5229.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5229
 KV5229.The geoid height was determined by GEOID03.
 KV5229
 KV5229;                    North         East     Units Scale Factor Converg.
 KV5229;SPC NJ       -   129,923.423   184,880.891   MT  0.99991497   +0 15 45.4
 KV5229;SPC NJ       -   426,257.10    606,563.39   sFT  0.99991497   +0 15 45.4
 KV5229;UTM  18      - 4,428,481.450   577,548.949   MT  0.99967403   +0 35 02.6
 KV5229
 KV5229                          SUPERSEDED SURVEY CONTROL
 KV5229
 KV5229  NAD 83(1986)-  40 00 10.66353(N)    074 05 29.29062(W) AD(       ) 4
 KV5229  NAD 27      -  40 00 10.23900(N)    074 05 30.80400(W) AD(       ) 3
 KV5229
 KV5229.Superseded values are not recommended for survey control.
 KV5229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5229.See file dsdata.txt to determine how the superseded data were derived.
 KV5229
 KV5229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7754928481(NAD 83)
 KV5229_MARKER: 14 = NAVIGATION LIGHT
 KV5229
 KV5229  HISTORY     - Date     Condition        Report By
 KV5229  HISTORY     - 1962     FIRST OBSERVED   CGS
 KV5229  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV5229
 KV5229                          STATION DESCRIPTION
 KV5229
 KV5229'DESCRIBED BY US POWER SQUADRON 1984 (CWK)
 KV5229'THIS WAS AT ONE TIME A WOODEN STRUCTURE KNOWN AS FLG 31.  IT WAS
 KV5229'DESTROYED BY ICE IN 1980 AND REPLACED BY A FLOATING BUOY NAMED FLG
 KV5229'31 IN 1983 THE 3RD DISTRICT COAST GUARD, IN AN ECONOMY MOVE,
 KV5229'DETERMINED THAT IT WAS NOT NEEDED AND AS A RESULT IT HAS NOT NOR
 KV5229'WILL IT BE RESET.  CONSIDER STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5231 ***********************************************************************
 KV5231  DESIGNATION -  BARNEGAT WATERWAY LIGHT 29
 KV5231  PID         -  KV5231
 KV5231  STATE/COUNTY-  NJ/OCEAN
 KV5231  USGS QUAD   -  POINT PLEASANT (1989)
 KV5231
 KV5231                         *CURRENT SURVEY CONTROL
 KV5231  ___________________________________________________________________
 KV5231* NAD 83(1996)-  40 01 24.25472(N)    074 04 01.52080(W)     ADJUSTED  
 KV5231* NAVD 88     -                                                        
 KV5231  ___________________________________________________________________
 KV5231  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 KV5231  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV5231
 KV5231  HORZ ORDER  -  THIRD
 KV5231
 KV5231.The horizontal coordinates were established by classical geodetic methods
 KV5231.and adjusted by the National Geodetic Survey in September 1999..
 KV5231
 KV5231
 KV5231.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5231
 KV5231.The geoid height was determined by GEOID03.
 KV5231
 KV5231;                    North         East     Units Scale Factor Converg.
 KV5231;SPC NJ       -   132,202.595   186,951.672   MT  0.99991680   +0 16 42.3
 KV5231;SPC NJ       -   433,734.68    613,357.28   sFT  0.99991680   +0 16 42.3
 KV5231;UTM  18      - 4,430,771.656   579,606.415   MT  0.99967801   +0 35 60.0
 KV5231
 KV5231                          SUPERSEDED SURVEY CONTROL
 KV5231
 KV5231  NAD 83(1986)-  40 01 24.24648(N)    074 04 01.51762(W) AD(       ) 4
 KV5231  NAD 27      -  40 01 23.82500(N)    074 04 03.02800(W) AD(       ) 3
 KV5231
 KV5231.Superseded values are not recommended for survey control.
 KV5231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5231.See file dsdata.txt to determine how the superseded data were derived.
 KV5231
 KV5231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7960630772(NAD 83)
 KV5231_MARKER: 14 = NAVIGATION LIGHT
 KV5231
 KV5231  HISTORY     - Date     Condition        Report By
 KV5231  HISTORY     - 1962     FIRST OBSERVED   CGS
 KV5231  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV5231
 KV5231                          STATION DESCRIPTION
 KV5231
 KV5231'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV5231'THE STATION IS THE CENTER OF A FLASHING GREEN LIGHT ATOP OF A
 KV5231'WOOD STRUCTURE AND IS 8 FEET ABOVE THE WATER.  THE STATION IS
 KV5231'LOCATED ABOUT 0.5 MILE EAST OF THE EAST SIDE OF HAVENS POINT
 KV5231'AND ABOUT 0.5 MILE SOUTH OF THE SOUTH SIDE OF SLOOP POINT.
 KV5231
 KV5231                          STATION RECOVERY (1984)
 KV5231
 KV5231'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5231'WOOD STRUCTURE LOCATED IN BARNEGAT BAY (AS DESCRIBED BY L.R. MUNSEY)
 KV5231'WAS DESTROYED BY ICE DURING 1980.  IT HAS BEEN REPLACED BY A LIGHTED
 KV5231'FLOATING BUOY NAMED FLG 29 AND IS SHOWN ON NAUTICAL CHART 12324.
 KV5231'THIS BUOY IS PART OF THE INTERCOASTAL WATERWAY AND IS REMOVED
 KV5231'DURING ICE SEASON AND RESET IN THE SPRING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2701 ***********************************************************************
 JU2701  DESIGNATION -  BARREL
 JU2701  PID         -  JU2701
 JU2701  STATE/COUNTY-  NJ/OCEAN
 JU2701  USGS QUAD   -  TUCKERTON (1995)
 JU2701
 JU2701                         *CURRENT SURVEY CONTROL
 JU2701  ___________________________________________________________________
 JU2701* NAD 83(1996)-  39 34 07.26978(N)    074 16 34.29197(W)     ADJUSTED  
 JU2701* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2701  ___________________________________________________________________
 JU2701  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 JU2701  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JU2701
 JU2701  HORZ ORDER  -  THIRD
 JU2701
 JU2701.The horizontal coordinates were established by classical geodetic methods
 JU2701.and adjusted by the National Geodetic Survey in September 1999..
 JU2701
 JU2701.The orthometric height was scaled from a topographic map.
 JU2701
 JU2701.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2701
 JU2701.The geoid height was determined by GEOID03.
 JU2701
 JU2701;                    North         East     Units Scale Factor Converg.
 JU2701;SPC NJ       -    81,654.121   169,229.598   MT  0.99990455   +0 08 33.2
 JU2701;SPC NJ       -   267,893.56    555,214.11   sFT  0.99990455   +0 08 33.2
 JU2701;UTM  18      - 4,380,137.532   562,171.297   MT  0.99964759   +0 27 39.9
 JU2701
 JU2701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2701!SPC NJ       -   1.00000519  x   0.99990455  =   0.99990974
 JU2701!UTM  18      -   1.00000519  x   0.99964759  =   0.99965278
 JU2701
 JU2701:                Primary Azimuth Mark                     Grid Az
 JU2701:SPC NJ       -  BEACH HAVEN WATER TANK                   101 50 10.7
 JU2701:UTM  18      -  BEACH HAVEN WATER TANK                   101 31 04.0
 JU2701
 JU2701|---------------------------------------------------------------------|
 JU2701| PID    Reference Object                     Distance      Geod. Az  |
 JU2701|                                                           dddmmss.s |
 JU2701| JU2673 BEACH HAVEN WATER TANK              APPROX. 3.1 KM 1015843.9 |
 JU2701| CB1229 BARREL RM 1                          27.843 METERS 26210     |
 JU2701| CB1230 BARREL RM 2                          24.543 METERS 34150     |
 JU2701|---------------------------------------------------------------------|
 JU2701
 JU2701                          SUPERSEDED SURVEY CONTROL
 JU2701
 JU2701  NAD 83(1986)-  39 34 07.26088(N)    074 16 34.28325(W) AD(       ) 3
 JU2701  NAD 27      -  39 34 06.83400(N)    074 16 35.77200(W) AD(       ) 3
 JU2701
 JU2701.Superseded values are not recommended for survey control.
 JU2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2701.See file dsdata.txt to determine how the superseded data were derived.
 JU2701
 JU2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6217180138(NAD 83)
 JU2701_MARKER: DS = TRIANGULATION STATION DISK
 JU2701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2701
 JU2701  HISTORY     - Date     Condition        Report By
 JU2701  HISTORY     - 1935     MONUMENTED       CGS
 JU2701  HISTORY     - 1950     GOOD             CGS
 JU2701  HISTORY     - 1962     SEE DESCRIPTION  CGS
 JU2701
 JU2701                          STATION DESCRIPTION
 JU2701
 JU2701'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHF)
 JU2701'STATION IS ON THE S END OF THE SECOND SMALL MARSH ISLAND TO THE
 JU2701'NORTHWARD OF BARREL ISLAND.  IN LITTLE EGG HARBOR.  THE ISLAND
 JU2701'IS THE NORTHEASTLY MOST OF THE GROUP OF ISLANDS.  THE STATION
 JU2701'WAS LINED IN BY EYE BETWEEN THE SECOND RADIO MAST AS SEEN TO
 JU2701'THE RIGHT OF THE TALL TUCKERTON RADIO MAST AND A YELLOW BRICK
 JU2701'STACK THAT MAY BE SEEN ABOUT MIDWAY BETWEEN BEACH HAVEN TANK
 JU2701'AND LONG BEACH STANDPIPE.  IT CAN BE REACHED ONLY BY
 JU2701'BOAT.  IT IS 104.4 METERS E OF THE MARSH EDGE IN LINE WITH
 JU2701'THE TALL RADIO MAST.  IS 53.8 METERS N OF THE MARSH
 JU2701'EDGE IN LINE WITH BONDS COAST GUARD FLAGPOLE.  IS 64.5
 JU2701'METERS W OF THE MARSH EDGE IN LINE WITH THE STACK (MENTIONED
 JU2701'ABOVE).  DISKS WERE STAMPED BARREL 1935 AND REFERENCE MARKS
 JU2701'STAMPED NO.1 AND NO.2 RESPECTIVELY.
 JU2701'
 JU2701'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2701'CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2701'
 JU2701'REFERENCE MARK NO.1 IS IN LINE BY EYE BETWEEN THE STATION AND
 JU2701'TUCKERTON RADIO MAST.  REFERENCE MARK NO.2 IS IN LINE BY EYE
 JU2701'WITH THE STATION AND BONDS COAST GUARD FLAGPOLE.
 JU2701'
 JU2701'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 JU2701
 JU2701                          STATION RECOVERY (1950)
 JU2701
 JU2701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2701'STATION AND R.M. 2 RECOVERED IN GOOD CONDITION AS
 JU2701'DESCRIBED.  R.M. 1 MONUMENT HAS DISINTEGRATED AND THE DISK WAS
 JU2701'FOUND NEARBY.  THE MARSH LINE FROM THE STATION ON RANGE WITH
 JU2701'STANDPIPE 1932, BEACH HAVEN WATER TANK 1932, AND BONDS COAST
 JU2701'GUARD CUPOLA 1935 IS 240, 158, AND 177 FEET RESPECTIVELY.
 JU2701'
 JU2701'THE DISTANCE TO R.M. 2 WAS CHECKED AS BEING CORRECT WITH A STEEL
 JU2701'TAPE.
 JU2701
 JU2701                          STATION RECOVERY (1962)
 JU2701
 JU2701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2701'RECOVERED RM 2 ONLY.  THE STATION MARK WAS FOUND LYING ON THE
 JU2701'MARSH AND PICKED UP AT THIS TIME.  RM 1 WAS REPORTED DESTROYED IN
 JU2701'1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0002 ***********************************************************************
 KV0002  DESIGNATION -  BASE
 KV0002  PID         -  KV0002
 KV0002  STATE/COUNTY-  NJ/MIDDLESEX
 KV0002  USGS QUAD   -  PERTH AMBOY (1981)
 KV0002
 KV0002                         *CURRENT SURVEY CONTROL
 KV0002  ___________________________________________________________________
 KV0002* NAD 83(1986)-  40 30 02.     (N)    074 16 41.     (W)     SCALED    
 KV0002* NAVD 88     -         5.674  (meters)      18.62   (feet)  ADJUSTED  
 KV0002  ___________________________________________________________________
 KV0002  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV0002  DYNAMIC HT  -           5.672 (meters)      18.61  (feet)  COMP
 KV0002  MODELED GRAV-     980,216.7   (mgal)                       NAVD 88
 KV0002
 KV0002  VERT ORDER  -  FIRST     CLASS I
 KV0002
 KV0002.The horizontal coordinates were scaled from a topographic map and have
 KV0002.an estimated accuracy of +/- 6 seconds.
 KV0002
 KV0002.The orthometric height was determined by differential leveling
 KV0002.and adjusted by the National Geodetic Survey in June 1991..
 KV0002
 KV0002.The geoid height was determined by GEOID03.
 KV0002
 KV0002.The dynamic height is computed by dividing the NAVD 88
 KV0002.geopotential number by the normal gravity value computed on the
 KV0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0002.degrees latitude (g = 980.6199 gals.).
 KV0002
 KV0002.The modeled gravity was interpolated from observed gravity values.
 KV0002
 KV0002;                    North         East    Units  Estimated Accuracy
 KV0002;SPC NJ       -   185,110.      168,810.      MT  (+/- 180 meters Scaled)
 KV0002
 KV0002                          SUPERSEDED SURVEY CONTROL
 KV0002
 KV0002  NGVD 29 (04/16/92)    5.975  (m)           19.60   (f) ADJUSTED    1 1
 KV0002
 KV0002.Superseded values are not recommended for survey control.
 KV0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0002.See file dsdata.txt to determine how the superseded data were derived.
 KV0002
 KV0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK611835(NAD 83)
 KV0002_MARKER: DR = REFERENCE MARK DISK
 KV0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0002_SP_SET: BRIDGE COPING
 KV0002_STAMPING: UNITED STATES REFERENCE MARK
 KV0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0002
 KV0002  HISTORY     - Date     Condition        Report By
 KV0002  HISTORY     - 1933     MONUMENTED       CGS
 KV0002  HISTORY     - 1952     GOOD             CGS
 KV0002  HISTORY     - 1965     GOOD             CGS
 KV0002  HISTORY     - 1978     GOOD             NGS
 KV0002
 KV0002                          STATION DESCRIPTION
 KV0002
 KV0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0002'AT PERTH AMBOY.
 KV0002'AT PERTH AMBOY, AT THE NORTH END OF NEW YORK AND LONG BRANCH
 KV0002'RAILROAD BRIDGE OVER RARITAN RIVER, IN THE TOP OF THE EAST MASONRY
 KV0002'COPING AT NORTH END OF BRIDGE, 6 FEET EAST OF EAST RAIL OF EAST
 KV0002'TRACK, 8 FEET NORTH OF SOUTH END OF COPING AND ABOUT LEVEL WITH
 KV0002'TRACK.  MARK IS A 2-INCH DISK CAST UNITED STATES REFERENCE MARK.
 KV0002
 KV0002                          STATION RECOVERY (1965)
 KV0002
 KV0002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0002'RECOVERED IN GOOD CONDITION.
 KV0002
 KV0002                          STATION RECOVERY (1978)
 KV0002
 KV0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0003 ***********************************************************************
 KV0003  DESIGNATION -  BASE RM 1
 KV0003  PID         -  KV0003
 KV0003  STATE/COUNTY-  NJ/MIDDLESEX
 KV0003  USGS QUAD   -  PERTH AMBOY (1981)
 KV0003
 KV0003                         *CURRENT SURVEY CONTROL
 KV0003  ___________________________________________________________________
 KV0003* NAD 83(1986)-  40 30 02.     (N)    074 16 41.     (W)     SCALED    
 KV0003* NAVD 88     -         5.665  (meters)      18.59   (feet)  ADJUSTED  
 KV0003  ___________________________________________________________________
 KV0003  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV0003  DYNAMIC HT  -           5.663 (meters)      18.58  (feet)  COMP
 KV0003  MODELED GRAV-     980,216.7   (mgal)                       NAVD 88
 KV0003
 KV0003  VERT ORDER  -  FIRST     CLASS I
 KV0003
 KV0003.The horizontal coordinates were scaled from a topographic map and have
 KV0003.an estimated accuracy of +/- 6 seconds.
 KV0003
 KV0003.The orthometric height was determined by differential leveling
 KV0003.and adjusted by the National Geodetic Survey in June 1991..
 KV0003
 KV0003.The geoid height was determined by GEOID03.
 KV0003
 KV0003.The dynamic height is computed by dividing the NAVD 88
 KV0003.geopotential number by the normal gravity value computed on the
 KV0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0003.degrees latitude (g = 980.6199 gals.).
 KV0003
 KV0003.The modeled gravity was interpolated from observed gravity values.
 KV0003
 KV0003;                    North         East    Units  Estimated Accuracy
 KV0003;SPC NJ       -   185,110.      168,810.      MT  (+/- 180 meters Scaled)
 KV0003
 KV0003                          SUPERSEDED SURVEY CONTROL
 KV0003
 KV0003  NGVD 29 (04/16/92)    5.966  (m)           19.57   (f) ADJUSTED    1 1
 KV0003
 KV0003.Superseded values are not recommended for survey control.
 KV0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0003.See file dsdata.txt to determine how the superseded data were derived.
 KV0003
 KV0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK611835(NAD 83)
 KV0003_MARKER: DR = REFERENCE MARK DISK
 KV0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0003_SP_SET: BRIDGE COPING
 KV0003_STAMPING: 19.724 NO 1
 KV0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0003
 KV0003  HISTORY     - Date     Condition        Report By
 KV0003  HISTORY     - 1933     MONUMENTED       CGS
 KV0003  HISTORY     - 1952     GOOD             CGS
 KV0003  HISTORY     - 1965     GOOD             CGS
 KV0003  HISTORY     - 1978     GOOD             NGS
 KV0003
 KV0003                          STATION DESCRIPTION
 KV0003
 KV0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0003'AT PERTH AMBOY.
 KV0003'AT PERTH AMBOY, AT THE NORTH END OF THE NEW YORK AND LONG BRANCH
 KV0003'RAILROAD BRIDGE OVER RARITAN RIVER, IN THE TOP OF THE NORTH END
 KV0003'OF EAST COPING AT NORTH END OF BRIDGE, 6 FEET EAST OF EAST RAIL OF
 KV0003'EAST TRACK, 2 1/2 FEET SOUTH OF NORTH END OF COPING AND ABOUT
 KV0003'LEVEL WITH TRACK.
 KV0003
 KV0003                          STATION RECOVERY (1965)
 KV0003
 KV0003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0003'RECOVERED IN GOOD CONDITION.
 KV0003
 KV0003                          STATION RECOVERY (1978)
 KV0003
 KV0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0001 ***********************************************************************
 KV0001  DESIGNATION -  BASE RM 2
 KV0001  PID         -  KV0001
 KV0001  STATE/COUNTY-  NJ/MIDDLESEX
 KV0001  USGS QUAD   -  PERTH AMBOY (1981)
 KV0001
 KV0001                         *CURRENT SURVEY CONTROL
 KV0001  ___________________________________________________________________
 KV0001* NAD 83(1986)-  40 30 02.     (N)    074 16 41.     (W)     SCALED    
 KV0001* NAVD 88     -         5.673  (meters)      18.61   (feet)  ADJUSTED  
 KV0001  ___________________________________________________________________
 KV0001  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV0001  DYNAMIC HT  -           5.671 (meters)      18.61  (feet)  COMP
 KV0001  MODELED GRAV-     980,216.7   (mgal)                       NAVD 88
 KV0001
 KV0001  VERT ORDER  -  FIRST     CLASS I
 KV0001
 KV0001.The horizontal coordinates were scaled from a topographic map and have
 KV0001.an estimated accuracy of +/- 6 seconds.
 KV0001
 KV0001.The orthometric height was determined by differential leveling
 KV0001.and adjusted by the National Geodetic Survey in June 1991..
 KV0001.WARNING-Repeat measurements at this control monument indicate possible
 KV0001.vertical movement.
 KV0001
 KV0001.The geoid height was determined by GEOID03.
 KV0001
 KV0001.The dynamic height is computed by dividing the NAVD 88
 KV0001.geopotential number by the normal gravity value computed on the
 KV0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0001.degrees latitude (g = 980.6199 gals.).
 KV0001
 KV0001.The modeled gravity was interpolated from observed gravity values.
 KV0001
 KV0001;                    North         East    Units  Estimated Accuracy
 KV0001;SPC NJ       -   185,110.      168,810.      MT  (+/- 180 meters Scaled)
 KV0001
 KV0001                          SUPERSEDED SURVEY CONTROL
 KV0001
 KV0001  NGVD 29 (04/16/92)    5.974  (m)           19.60   (f) ADJUSTED    1 1
 KV0001
 KV0001.Superseded values are not recommended for survey control.
 KV0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0001.See file dsdata.txt to determine how the superseded data were derived.
 KV0001
 KV0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK611835(NAD 83)
 KV0001_MARKER: DR = REFERENCE MARK DISK
 KV0001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0001_SP_SET: BRIDGE COPING
 KV0001_STAMPING: NO 2 19.741
 KV0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0001
 KV0001  HISTORY     - Date     Condition        Report By
 KV0001  HISTORY     - 1933     MONUMENTED       CGS
 KV0001  HISTORY     - 1952     GOOD             CGS
 KV0001  HISTORY     - 1965     GOOD             CGS
 KV0001  HISTORY     - 1978     GOOD             NGS
 KV0001
 KV0001                          STATION DESCRIPTION
 KV0001
 KV0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0001'AT PERTH AMBOY.
 KV0001'AT PERTH AMBOY, AT THE NORTH END OF THE NEW YORK AND LONG BRANCH
 KV0001'RAILROAD BRIDGE OVER RARITAN RIVER, IN THE TOP OF THE WEST COPING
 KV0001'AT NORTH END OF BRIDGE, 6 FEET WEST OF WEST RAIL OF WEST TRACK,
 KV0001'8 FEET NORTH OF SOUTH END OF COPING AND ABOUT LEVEL WITH TRACK.
 KV0001
 KV0001                          STATION RECOVERY (1965)
 KV0001
 KV0001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0001'RECOVERED IN GOOD CONDITION.
 KV0001
 KV0001                          STATION RECOVERY (1978)
 KV0001
 KV0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2771 ***********************************************************************
 JU2771  DESIGNATION -  BASIC BENCH MARK 1962
 JU2771  PID         -  JU2771
 JU2771  STATE/COUNTY-  NJ/ATLANTIC
 JU2771  USGS QUAD   -  ATLANTIC CITY (1994)
 JU2771
 JU2771                         *CURRENT SURVEY CONTROL
 JU2771  ___________________________________________________________________
 JU2771* NAD 83(1996)-  39 21 59.19549(N)    074 24 51.12575(W)     ADJUSTED  
 JU2771* NAVD 88     -         2.75   (+/-2cm)       9.0    (feet)  VERTCON   
 JU2771  ___________________________________________________________________
 JU2771  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 JU2771  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 JU2771
 JU2771  HORZ ORDER  -  SECOND
 JU2771  VERT ORDER  -  THIRD ? (See Below)
 JU2771
 JU2771.The horizontal coordinates were established by classical geodetic methods
 JU2771.and adjusted by the National Geodetic Survey in September 1999..
 JU2771
 JU2771.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2771.The vertical order pertains to the NGVD 29 superseded value.
 JU2771
 JU2771.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2771
 JU2771.The geoid height was determined by GEOID03.
 JU2771
 JU2771;                    North         East     Units Scale Factor Converg.
 JU2771;SPC NJ       -    59,182.057   157,393.179   MT  0.99990067   +0 03 15.9
 JU2771;SPC NJ       -   194,166.47    516,380.79   sFT  0.99990067   +0 03 15.9
 JU2771;UTM  18      - 4,357,606.087   550,462.799   MT  0.99963135   +0 22 17.6
 JU2771
 JU2771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2771!SPC NJ       -   1.00000496  x   0.99990067  =   0.99990563
 JU2771!UTM  18      -   1.00000496  x   0.99963135  =   0.99963631
 JU2771
 JU2771                          SUPERSEDED SURVEY CONTROL
 JU2771
 JU2771  NAD 83(1986)-  39 21 59.18476(N)    074 24 51.11768(W) AD(       ) 2
 JU2771  NAD 27      -  39 21 58.76270(N)    074 24 52.58840(W) AD(       ) 2
 JU2771  NGVD 29 (07/19/86)    3.15   (m)           10.3    (f) LEVELING    3  
 JU2771
 JU2771.Superseded values are not recommended for survey control.
 JU2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2771.See file dsdata.txt to determine how the superseded data were derived.
 JU2771
 JU2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5046357606(NAD 83)
 JU2771_MARKER: DB = BENCH MARK DISK
 JU2771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2771_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU2771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2771+STABILITY: SURFACE MOTION
 JU2771
 JU2771  HISTORY     - Date     Condition        Report By
 JU2771  HISTORY     - 1962     MONUMENTED       CGS
 JU2771  HISTORY     - 20060224 MARK NOT FOUND   GEOCAC
 JU2771
 JU2771                          STATION DESCRIPTION
 JU2771
 JU2771'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JU2771'THE STATION IS LOCATED IN LIGHTHOUSE
 JU2771'PARK, IN THE NORTHEAST PART OF ATLANTIC CITY, ON PACIFIC AVE.,
 JU2771'BETWEEN RHODE ISLAND AND VERMONT AVENUES.
 JU2771'
 JU2771'BASIC BENCH MARK IS A STANDARD COAST AND GEODETIC SURVEY BENCH
 JU2771'MARK DISK STAMPED 10.30 (FEET ELEVATION), SET IN THE TOP OF A
 JU2771'16 X 16 INCH CONCRETE POST THAT PROJECTS 24 INCHES.  IT IS 33
 JU2771'FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL BRICK BUILDING, 32
 JU2771'FEET SOUTHEAST OF A POWER POLE, AND 32 FEET NORTH OF THE NORTH
 JU2771'SIDE OF THE LIGHTHOUSE.
 JU2771
 JU2771                          STATION RECOVERY (2006)
 JU2771
 JU2771'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2771'THERE IS NO CONCRETE POST AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4186 ***********************************************************************
 JU4186  DESIGNATION -  BASIN
 JU4186  PID         -  JU4186
 JU4186  STATE/COUNTY-  NJ/GLOUCESTER
 JU4186  USGS QUAD   -  WOODBURY (1995)
 JU4186
 JU4186                         *CURRENT SURVEY CONTROL
 JU4186  ___________________________________________________________________
 JU4186* NAD 83(1996)-  39 51 44.78024(N)    075 12 30.64104(W)     ADJUSTED  
 JU4186* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU4186  ___________________________________________________________________
 JU4186  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 JU4186  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU4186
 JU4186  HORZ ORDER  -  THIRD
 JU4186
 JU4186.The horizontal coordinates were established by classical geodetic methods
 JU4186.and adjusted by the National Geodetic Survey in September 1999..
 JU4186.No horizontal observational check was made to the station.
 JU4186
 JU4186.The orthometric height was scaled from a topographic map.
 JU4186
 JU4186.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4186
 JU4186.The geoid height was determined by GEOID03.
 JU4186
 JU4186;                    North         East     Units Scale Factor Converg.
 JU4186;SPC NJ       -   114,482.308    89,382.030   MT  0.99994522   -0 27 14.9
 JU4186;SPC NJ       -   375,597.37    293,247.54   sFT  0.99994522   -0 27 14.9
 JU4186;SPC PA S     -    61,878.214   817,434.943   MT  1.00001184   +1 38 56.0
 JU4186;SPC PA S     -   203,012.11  2,681,867.81   sFT  1.00001184   +1 38 56.0
 JU4186;UTM  18      - 4,412,510.269   482,165.859   MT  0.99960392   -0 08 01.1
 JU4186
 JU4186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4186!SPC NJ       -   1.00000506  x   0.99994522  =   0.99995028
 JU4186!SPC PA S     -   1.00000506  x   1.00001184  =   1.00001690
 JU4186!UTM  18      -   1.00000506  x   0.99960392  =   0.99960898
 JU4186
 JU4186                          SUPERSEDED SURVEY CONTROL
 JU4186
 JU4186  NAD 83(1991)-  39 51 44.77657(N)    075 12 30.64268(W) AD(       ) 3
 JU4186  NAD 83(1986)-  39 51 44.77685(N)    075 12 30.64489(W) AD(       ) 3
 JU4186
 JU4186.Superseded values are not recommended for survey control.
 JU4186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4186.See file dsdata.txt to determine how the superseded data were derived.
 JU4186
 JU4186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8216612510(NAD 83)
 JU4186_MARKER: Z = SEE DESCRIPTION
 JU4186_SETTING: 0 = UNSPECIFIED SETTING
 JU4186_MARK LOGO: NOS   
 JU4186_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4186+SATELLITE: SATELLITE OBSERVATIONS - 1978
 JU4186
 JU4186  HISTORY     - Date     Condition        Report By
 JU4186  HISTORY     - 1978     MONUMENTED       NOS
 JU4186
 JU4186                          STATION DESCRIPTION
 JU4186
 JU4186'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 JU4186'THE STATION IS LOCATED ALONG THE SOUTHERN SHORE OF THE DELAWARE RIVER,
 JU4186'1.4 MI SW OF THE CONFLUENCE OF THE SCHUYLKILL RIVER AND THE DELAWARE
 JU4186'RIVER.
 JU4186'TO REACH STATION PROCEED BY BOAT.
 JU4186'STATION MARK IS A 2-INCH DIA GALVANIZED PIPE WHICH EXTENDS 3 INCHES
 JU4186'ABOVE THE GROUND SURFACE.  IT IS ON THE CENTERLINE AND CORNER OF A
 JU4186'DISPOSAL AREA DIKE, ON THE DOWNSTREAM SIDE OF THE AMERICAN DREDGING
 JU4186'CO. REHANDLING BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4423 ***********************************************************************
 JU4423  DESIGNATION -  BASS 1
 JU4423  PID         -  JU4423
 JU4423  STATE/COUNTY-  NJ/BURLINGTON
 JU4423  USGS QUAD   -  NEW GRETNA (1977)
 JU4423
 JU4423                         *CURRENT SURVEY CONTROL
 JU4423  ___________________________________________________________________
 JU4423* NAD 83(1996)-  39 35 50.85485(N)    074 26 23.10840(W)     ADJUSTED  
 JU4423* NAVD 88     -         2.559  (meters)       8.40   (feet)  ADJUSTED  
 JU4423  ___________________________________________________________________
 JU4423  X           -   1,320,144.075 (meters)                     COMP
 JU4423  Y           -  -4,740,921.626 (meters)                     COMP
 JU4423  Z           -   4,043,627.431 (meters)                     COMP
 JU4423  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 JU4423  ELLIP HEIGHT-         -30.81  (meters)          (10/23/02) GPS OBS
 JU4423  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JU4423  DYNAMIC HT  -           2.557 (meters)       8.39  (feet)  COMP
 JU4423  MODELED GRAV-     980,157.4   (mgal)                       NAVD 88
 JU4423
 JU4423  HORZ ORDER  -  FIRST
 JU4423  VERT ORDER  -  FIRST     CLASS I
 JU4423  ELLP ORDER  -  FOURTH    CLASS I
 JU4423
 JU4423.The horizontal coordinates were established by GPS observations
 JU4423.and adjusted by the National Geodetic Survey in May 1999..
 JU4423
 JU4423.The orthometric height was determined by differential leveling
 JU4423.and adjusted by the National Geodetic Survey in April 1997..
 JU4423
 JU4423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4423
 JU4423.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4423
 JU4423.The ellipsoidal height was determined by GPS observations
 JU4423.and is referenced to NAD 83.
 JU4423
 JU4423.The geoid height was determined by GEOID03.
 JU4423
 JU4423.The dynamic height is computed by dividing the NAVD 88
 JU4423.geopotential number by the normal gravity value computed on the
 JU4423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4423.degrees latitude (g = 980.6199 gals.).
 JU4423
 JU4423.The modeled gravity was interpolated from observed gravity values.
 JU4423
 JU4423;                    North         East     Units Scale Factor Converg.
 JU4423;SPC NJ       -    84,826.251   155,174.346   MT  0.99990033   +0 02 18.2
 JU4423;SPC NJ       -   278,300.79    509,101.17   sFT  0.99990033   +0 02 18.2
 JU4423;UTM  18      - 4,383,230.637   548,102.344   MT  0.99962849   +0 21 25.6
 JU4423
 JU4423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4423!SPC NJ       -   1.00000483  x   0.99990033  =   0.99990516
 JU4423!UTM  18      -   1.00000483  x   0.99962849  =   0.99963332
 JU4423
 JU4423:                Primary Azimuth Mark                     Grid Az
 JU4423:SPC NJ       -  BASS 2                                   032 17 43.1
 JU4423:UTM  18      -  BASS 2                                   031 58 35.7
 JU4423
 JU4423|---------------------------------------------------------------------|
 JU4423| PID    Reference Object                     Distance      Geod. Az  |
 JU4423|                                                           dddmmss.s |
 JU4423| JU4424 BASS 2                              APPROX. 0.8 KM 0322001.3 |
 JU4423| JU2437 853 4104 C TIDAL                    APPROX. 0.6 KM 1603334.0 |
 JU4423|---------------------------------------------------------------------|
 JU4423
 JU4423                          SUPERSEDED SURVEY CONTROL
 JU4423
 JU4423  ELLIP H (05/14/99)  -30.84   (m)                       GP(       ) 4 1
 JU4423  NAD 83(1986)-  39 35 50.84901(N)    074 26 23.10526(W) AD(       ) 1
 JU4423  NAD 83(1992)-  39 35 50.85468(N)    074 26 23.10832(W) AD(       ) 1
 JU4423  ELLIP H (12/16/96)  -30.86   (m)                       GP(       ) 2 1
 JU4423  NAD 83(1992)-  39 35 50.85217(N)    074 26 23.10681(W) AD(       ) 1
 JU4423  ELLIP H (04/25/94)  -30.89   (m)                       GP(       ) 3 1
 JU4423
 JU4423.Superseded values are not recommended for survey control.
 JU4423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4423.See file dsdata.txt to determine how the superseded data were derived.
 JU4423
 JU4423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4810283231(NAD 83)
 JU4423_MARKER: DD = SURVEY DISK
 JU4423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4423_SP_SET: CONCRETE POST
 JU4423_STAMPING: BASS 1 1991
 JU4423_MARK LOGO: NJHA  
 JU4423_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4423+STABILITY: SURFACE MOTION
 JU4423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4423+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1996
 JU4423
 JU4423  HISTORY     - Date     Condition        Report By
 JU4423  HISTORY     - 1991     MONUMENTED       NJHA
 JU4423  HISTORY     - 19930609 GOOD
 JU4423  HISTORY     - 19951206 GOOD             TWT
 JU4423  HISTORY     - 19960521 GOOD             NJGS
 JU4423  HISTORY     - 19960523 GOOD             NJGS
 JU4423
 JU4423                          STATION DESCRIPTION
 JU4423
 JU4423'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 JU4423'THE STATION IS LOCATED IN THE TOWNSHIP OF BASS RIVER ON THE EAST SIDE
 JU4423'OF THE SOUTHBOUND LANES IN A GRASS MEDIAN AND NEAR A ROW OF SMALL
 JU4423'ORNAMENTAL TREES AT MILEPOINT 52.23, ABOUT 0.5 MI (0.8 KM) SOUTH FROM
 JU4423'THE EAST GREENBUSH ROAD OVERPASS.  THE STATION, PROJECTING 0.05 FT
 JU4423'(1.52 CM) ABOVE GROUND, IS 39.6 FT (12.1 M) SOUTHEAST FROM THE SOLID
 JU4423'YELLOW LINE AT THE EAST EDGE OF THE SOUTHBOUND LANES AND 102.0 FT
 JU4423'(31.1 M) NORTH NORTHWEST FROM THE NORTH END OF A CONCRETE BARRIER
 JU4423'WALL AT THE WEST SIDE OF THE NORTHBOUND LANES.
 JU4423
 JU4423                          STATION RECOVERY (1993)
 JU4423
 JU4423'RECOVERED 1993
 JU4423'RECOVERED IN GOOD CONDITION.
 JU4423
 JU4423                          STATION RECOVERY (1995)
 JU4423
 JU4423'RECOVERY NOTE BY TWT CONS ENG 1995 (WPD)
 JU4423'RECOVERED AS DESCRIBED.
 JU4423
 JU4423                          STATION RECOVERY (1996)
 JU4423
 JU4423'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (RJK)
 JU4423'RECOVERED AS DESCRIBED.
 JU4423
 JU4423                          STATION RECOVERY (1996)
 JU4423
 JU4423'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (CFL)
 JU4423'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4424 ***********************************************************************
 JU4424  CBN         -  This is a Cooperative Base Network Control Station.
 JU4424  DESIGNATION -  BASS 2
 JU4424  PID         -  JU4424
 JU4424  STATE/COUNTY-  NJ/BURLINGTON
 JU4424  USGS QUAD   -  NEW GRETNA (1977)
 JU4424
 JU4424                         *CURRENT SURVEY CONTROL
 JU4424  ___________________________________________________________________
 JU4424* NAD 83(1996)-  39 36 13.01158(N)    074 26 04.97733(W)     ADJUSTED  
 JU4424* NAVD 88     -        11.664  (meters)      38.27   (feet)  ADJUSTED  
 JU4424  ___________________________________________________________________
 JU4424  X           -   1,320,445.809 (meters)                     COMP
 JU4424  Y           -  -4,740,392.726 (meters)                     COMP
 JU4424  Z           -   4,044,159.748 (meters)                     COMP
 JU4424  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 JU4424  ELLIP HEIGHT-         -21.70  (meters)          (09/24/01) GPS OBS
 JU4424  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JU4424  DYNAMIC HT  -          11.658 (meters)      38.25  (feet)  COMP
 JU4424  MODELED GRAV-     980,159.1   (mgal)                       NAVD 88
 JU4424
 JU4424  HORZ ORDER  -  B
 JU4424  VERT ORDER  -  FIRST     CLASS I
 JU4424  ELLP ORDER  -  FOURTH    CLASS I
 JU4424
 JU4424.The horizontal coordinates were established by GPS observations
 JU4424.and adjusted by the National Geodetic Survey in August 1998..
 JU4424
 JU4424.The orthometric height was determined by differential leveling
 JU4424.and adjusted by the National Geodetic Survey in April 1997..
 JU4424
 JU4424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4424
 JU4424.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4424
 JU4424.The ellipsoidal height was determined by GPS observations
 JU4424.and is referenced to NAD 83.
 JU4424
 JU4424.The geoid height was determined by GEOID03.
 JU4424
 JU4424.The dynamic height is computed by dividing the NAVD 88
 JU4424.geopotential number by the normal gravity value computed on the
 JU4424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4424.degrees latitude (g = 980.6199 gals.).
 JU4424
 JU4424.The modeled gravity was interpolated from observed gravity values.
 JU4424
 JU4424;                    North         East     Units Scale Factor Converg.
 JU4424;SPC NJ       -    85,509.816   155,606.399   MT  0.99990039   +0 02 29.8
 JU4424;SPC NJ       -   280,543.45    510,518.66   sFT  0.99990039   +0 02 29.8
 JU4424;UTM  18      - 4,383,916.409   548,530.473   MT  0.99962900   +0 21 37.3
 JU4424
 JU4424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4424!SPC NJ       -   1.00000340  x   0.99990039  =   0.99990379
 JU4424!UTM  18      -   1.00000340  x   0.99962900  =   0.99963240
 JU4424
 JU4424:                Primary Azimuth Mark                     Grid Az
 JU4424:SPC NJ       -  BASS 1                                   212 17 43.1
 JU4424:UTM  18      -  BASS 1                                   211 58 35.6
 JU4424
 JU4424|---------------------------------------------------------------------|
 JU4424| PID    Reference Object                     Distance      Geod. Az  |
 JU4424|                                                           dddmmss.s |
 JU4424| JU4423 BASS 1                              APPROX. 0.8 KM 2122012.9 |
 JU4424|---------------------------------------------------------------------|
 JU4424
 JU4424                          SUPERSEDED SURVEY CONTROL
 JU4424
 JU4424  NAD 83(1986)-  39 36 13.00581(N)    074 26 04.97425(W) AD(       ) 1
 JU4424  NAD 83(1992)-  39 36 13.01158(N)    074 26 04.97733(W) AD(       ) 1
 JU4424  ELLIP H (12/16/96)  -21.74   (m)                       GP(       ) 2 1
 JU4424  NAD 83(1992)-  39 36 13.00913(N)    074 26 04.97575(W) AD(       ) 1
 JU4424  ELLIP H (04/25/94)  -21.76   (m)                       GP(       ) 3 1
 JU4424  NAVD 88 (08/14/98)   11.66   (m)           38.3    (f) LEVELING    3  
 JU4424
 JU4424.Superseded values are not recommended for survey control.
 JU4424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4424.See file dsdata.txt to determine how the superseded data were derived.
 JU4424
 JU4424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4853083916(NAD 83)
 JU4424_MARKER: DD = SURVEY DISK
 JU4424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU4424_SP_SET: TOP OF SOUTHEAST BACKWALL
 JU4424_STAMPING: BASS 2 1991
 JU4424_MARK LOGO: NJGS  
 JU4424_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4424+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002
 JU4424
 JU4424  HISTORY     - Date     Condition        Report By
 JU4424  HISTORY     - 1991     MONUMENTED       NJGS
 JU4424  HISTORY     - 19930609 GOOD
 JU4424  HISTORY     - 19951206 GOOD             TWT
 JU4424  HISTORY     - 19960521 GOOD             NJGS
 JU4424  HISTORY     - 19960523 GOOD             NJGS
 JU4424  HISTORY     - 19970110 GOOD             NJGS
 JU4424  HISTORY     - 20001003 GOOD             NJGS
 JU4424  HISTORY     - 20020924 GOOD             USFWS
 JU4424
 JU4424                          STATION DESCRIPTION
 JU4424
 JU4424'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 JU4424'THE STATION IS LOCATED IN THE TOWNSHIP OF BASS RIVER ON THE WEST SIDE
 JU4424'OF THE BRIDGE CARRYING EAST GREENBUSH ROAD OVER THE GARDEN STATE
 JU4424'PARKWAY NORTHBOUND AT INTERCHANGE 52.  TO REACH THE STATION FROM THE
 JU4424'SOUTHBOUND LANES OF THE GARDEN STATE PARKWAY, EXIT AT INTERCHANGE 52,
 JU4424'TURN LEFT ONTO EAST GREENBUSH ROAD TOWARD NEW GRETNA, GO 0.35 MI
 JU4424'(0.56 KM) TO THE STATION ON THE RIGHT, SET FLUSH TO THE SIDEWALK AT
 JU4424'THE SOUTH END OF THE BRIDGE.  THE STATION IS 0.9 FT (27.4 CM) NORTH
 JU4424'FROM THE JOINT AT THE SOUTH ABUTMENT AND 2.0 FT (0.6 M) WEST FROM THE
 JU4424'WEST CURB OF EAST GREENBUSH ROAD.
 JU4424
 JU4424                          STATION RECOVERY (1993)
 JU4424
 JU4424'RECOVERED 1993
 JU4424'RECOVERED IN GOOD CONDITION.
 JU4424
 JU4424                          STATION RECOVERY (1995)
 JU4424
 JU4424'RECOVERY NOTE BY TWT CONS ENG 1995 (WPD)
 JU4424'RECOVERED AS DESCRIBED.
 JU4424
 JU4424                          STATION RECOVERY (1996)
 JU4424
 JU4424'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (RJK)
 JU4424'RECOVERED AS DESCRIBED.
 JU4424
 JU4424                          STATION RECOVERY (1996)
 JU4424
 JU4424'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (RJK)
 JU4424'RECOVERED AS DESCRIBED.
 JU4424
 JU4424                          STATION RECOVERY (1997)
 JU4424
 JU4424'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU4424'RECOVERED AS DESCRIBED.
 JU4424
 JU4424                          STATION RECOVERY (2000)
 JU4424
 JU4424'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (FAC)
 JU4424'RECOVERED AS DESCRIBED.
 JU4424' 
 JU4424'
 JU4424
 JU4424                          STATION RECOVERY (2002)
 JU4424
 JU4424'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2002 (TJG)
 JU4424'RECOVERY NOTE BY U.S. FISH AND WILDLIFE SERVICE 2002 (TJG).
 JU4424'RECOVERED AS DESCRIBED.
 JU4424' 
 JU4424' 
 JU4424'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2993 ***********************************************************************
 JU2993  DESIGNATION -  BATSTO
 JU2993  PID         -  JU2993
 JU2993  STATE/COUNTY-  NJ/BURLINGTON
 JU2993  USGS QUAD   -  ATSION (1997)
 JU2993
 JU2993                         *CURRENT SURVEY CONTROL
 JU2993  ___________________________________________________________________
 JU2993* NAD 83(1996)-  39 38 58.71655(N)    074 38 33.83449(W)     ADJUSTED  
 JU2993* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 JU2993  ___________________________________________________________________
 JU2993  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 JU2993  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JU2993
 JU2993  HORZ ORDER  -  FIRST
 JU2993
 JU2993.The horizontal coordinates were established by classical geodetic methods
 JU2993.and adjusted by the National Geodetic Survey in September 1999..
 JU2993
 JU2993.The orthometric height was scaled from a topographic map.
 JU2993
 JU2993.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2993
 JU2993.The geoid height was determined by GEOID03.
 JU2993
 JU2993;                    North         East     Units Scale Factor Converg.
 JU2993;SPC NJ       -    90,627.505   137,750.740   MT  0.99990185   -0 05 27.9
 JU2993;SPC NJ       -   297,333.74    451,937.22   sFT  0.99990185   -0 05 27.9
 JU2993;UTM  18      - 4,388,933.230   530,651.630   MT  0.99961157   +0 13 40.7
 JU2993
 JU2993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2993!SPC NJ       -   1.00000199  x   0.99990185  =   0.99990384
 JU2993!UTM  18      -   1.00000199  x   0.99961157  =   0.99961356
 JU2993
 JU2993|---------------------------------------------------------------------|
 JU2993| PID    Reference Object                     Distance      Geod. Az  |
 JU2993|                                                           dddmmss.s |
 JU2993| CB1235 BATSTO RM 1                          18.170 METERS 17051     |
 JU2993| JU2995 FIRE LOT NEAR BATSTO                 16.401 METERS 18038     |
 JU2993| CB1234 BATSTO AZ MK                                       2195059.2 |
 JU2993| JU3002 PINEY                               APPROX.10.3 KM 2471544.7 |
 JU2993| CB1236 BATSTO RM 2                          15.820 METERS 26739     |
 JU2993|---------------------------------------------------------------------|
 JU2993
 JU2993                          SUPERSEDED SURVEY CONTROL
 JU2993
 JU2993  NAD 83(1986)-  39 38 58.70361(N)    074 38 33.82422(W) AD(       ) 1
 JU2993  NAD 27      -  39 38 58.27800(N)    074 38 35.26900(W) AD(       ) 1
 JU2993
 JU2993.Superseded values are not recommended for survey control.
 JU2993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2993.See file dsdata.txt to determine how the superseded data were derived.
 JU2993
 JU2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3065288933(NAD 83)
 JU2993_MARKER: DS = TRIANGULATION STATION DISK
 JU2993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2993_STAMPING: BATSTO 1935
 JU2993_MARK LOGO: CGS   
 JU2993_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2993+STABILITY: SURFACE MOTION
 JU2993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2993+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2005
 JU2993
 JU2993  HISTORY     - Date     Condition        Report By
 JU2993  HISTORY     - 1935     MONUMENTED       CGS
 JU2993  HISTORY     - 1954     GOOD             CGS
 JU2993  HISTORY     - 1957     GOOD             NJDCED
 JU2993  HISTORY     - 19950425 GOOD             NJGS
 JU2993  HISTORY     - 20020804 GOOD             INDIV
 JU2993  HISTORY     - 20050108 GOOD             INDIV
 JU2993
 JU2993                          STATION DESCRIPTION
 JU2993
 JU2993'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU2993'THE STATION IS LOCATED IN WASHINGTON TOWNSHIP, APPROXIMATELY 8
 JU2993'MILES NORTH OF EGG HARBOR, 0.6 MILE NORTHEAST OF BATSTO, AT THE
 JU2993'BATSTO FIRE TOWER, ON STATE PROPERTY, 13 PACES EAST OF A 10-INCH
 JU2993'OAK TREE, 44.5 FEET WEST OF CENTER OF NORTHWEST LEG OF FIRE
 JU2993'TOWER, AND PROJECTS 6 INCHES, NOTES 1A AND 7A.
 JU2993'
 JU2993'REFERENCE MARK NO. 2 IS 15.820 METERS (51.90 FEET) SOUTH OF
 JU2993'STATION, 2 PACES EAST OF AN 8-INCH PINE, 17 PACES WEST-NORTHWEST
 JU2993'OF SOUTHWEST LEG OF FIRE TOWER, AND PROJECTS 6 INCHES, NOTE 11A.
 JU2993'
 JU2993'REFERENCE MARK NO. 1 IS 18.170 METERS (59.61 FEET) EAST OF
 JU2993'STATION, AND SET FLUSH IN THE NORTHEAST LEG OF FIRE TOWER, NOTE 11C.
 JU2993'
 JU2993'AZIMUTH MARK IS 0.075 MILE SOUTH OF STATION, 9 PACES EAST OF
 JU2993'CENTERLINE OF A NORTH-SOUTH GRAVEL ROAD, AND PROJECTS 6 INCHES,
 JU2993'NOTE 11A.
 JU2993'
 JU2993'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE 83.55 FEET APART.
 JU2993'
 JU2993'TO REACH STATION FROM PENNSYLVANIA RAILROAD STATION IN
 JU2993'HAMMONTON, GO NORTH ON BELLEVUE AVENUE FOR 1.15 MILES TO
 JU2993'U.S. HIGHWAY 30, TURN RIGHT AND GO 1.4 MILES TO TAR ROAD LEFT,
 JU2993'TURN LEFT AND GO 6.9 MILES OR 0.9 MILE BEYOND SURFACED ROAD,
 JU2993'RIGHT, TAKE REVERSED Y TO LEFT AND GO 0.1 MILE TO GRAVEL ROAD
 JU2993'BEARING HALF-RIGHT, TAKE THIS ROAD AND GO 0.6 MILE TO FIRE
 JU2993'TOWER AND STATION SITE.
 JU2993'
 JU2993'A 64-FOOT TOWER WILL CLEAR ALL LINES.
 JU2993
 JU2993                          STATION RECOVERY (1954)
 JU2993
 JU2993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RGB)
 JU2993'STATION RM NOS. 1 AND 2 AND AZIMUTH MARK FOUND IN GOOD CONDITION--
 JU2993'
 JU2993'STATION TO R.M. NO. 1 = 59.53 FEET
 JU2993'
 JU2993'STATION TO AZIMUTH MARK = 400.49 FEET.
 JU2993'
 JU2993'STATION TO CENTER OF FIRE TOWER = 53.50 FEET.
 JU2993
 JU2993                          STATION RECOVERY (1957)
 JU2993
 JU2993'RECOVERY NOTE BY NJ CONS AND ECON DEV 1957 (EAW)
 JU2993'REPORT OF MR. ELMER A. WILLIAMS, ENGINEER, STATE OF NEW JERSEY,
 JU2993'DEPT. OF CONSERVATION AND ECONOMIC DEVELOPMENT, TRENTON, N. JERSEY,
 JU2993'DATED 10/4/57.
 JU2993'
 JU2993'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD
 JU2993'CONDITION.  ELEVATIONS OF THE STATION AND AZIMUTH MARK WERE
 JU2993'DETERMINED BY A ZEISS NI2 THREE READING LEVEL.  STATION
 JU2993'BATSTO - 70.015 FEET.  BATSTO AZIMUTH MARK - 66.739 FT.
 JU2993
 JU2993                          STATION RECOVERY (1995)
 JU2993
 JU2993'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU2993'THE STATION IS LOCATED IN WASHINGTON TOWNSHIP WITHIN THE BOUNDARY OF
 JU2993'THE WHARTON STATE FOREST.  TO REACH THE STATION FROM THE INTERSECTION
 JU2993'OF U.S.  HIGHWAYS 30 AND 206 AND STATE ROUTE 54 IN THE TOWN OF
 JU2993'HAMMONTON, GO SOUTHEAST ON U.S.  HIGHWAY 30 FOR 1.45 MI (2.33 KM) TO
 JU2993'THE TEE JUNCTION WITH HAMMONTON PLEASANT MILLS ROAD, ALSO KNOWN AS
 JU2993'NESCO ROAD, COUNTY ROAD 542, JUST SOUTHEAST OF THE KESSLER HOSPITAL.
 JU2993'TURN LEFT AND GO NORTHEAST ON COUNTY ROAD 542 FOR ABOUT 6.35 MI (10.22
 JU2993'KM) TO THE TEE JUNCTION WITH PLEASANT MILLS ROAD, COUNTY ROAD 623, ON
 JU2993'THE RIGHT.  CONTINUE NORTHEAST ON COUNTY ROAD 542 FOR ABOUT 0.9 MI
 JU2993'(1.4 KM) TO THE MAIN ENTRANCE ROAD LEADING TO BATSTO STATE PARK ON THE
 JU2993'LEFT.  TURN LEFT AND NORTH THEN EAST ON THE MAIN PARK ROAD FOR ABOUT
 JU2993'0.65 MI (1.05 KM) TO THE BATSTO FIRE LOOKOUT TIRE AND THE STATION ON
 JU2993'THE LEFT, SET FLUSH WITH THE GROUND.  REFERENCE MARK NUMBER 2 WAS ALSO
 JU2993'RECOVERED AT THIS TIME.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT
 JU2993'RECOVERED AFTER A QUARTER HOUR SEARCH.  THE STATION IS 88 FT (26.8 M)
 JU2993'WEST FROM THE CENTERLINE OF THE PARK ROAD, 6 FT (1.8 M) SOUTHEAST FROM
 JU2993'THE NORTHEAST CORNER OF THE 8 FT (2.4 M) HIGH CHAIN LINK FENCE
 JU2993'SURROUNDING THE FIRE LOOKOUT TOWER, 35.2 FT (10.7 M) NORTHEAST FROM
 JU2993'THE SOUTHEAST CORNER OF THE 8 FT (2.4 M) HIGH CHAIN LINK FENCE
 JU2993'SURRROUNDING THE FIRE LOOKOUT TOWER AND 14.6 FT (4.5 M) EAST FROM THE
 JU2993'NORTHEAST LEG OF THE TOWER.
 JU2993
 JU2993                          STATION RECOVERY (2002)
 JU2993
 JU2993'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 JU2993'PORTABLE GPS FOR STATION
 JU2993' 
 JU2993' 
 JU2993' N39.38.58.7      W74.38.33.7
 JU2993' 
 JU2993' 
 JU2993' 
 JU2993' 
 JU2993' 
 JU2993'PORTABLE GPS FOR REFERENCE MARK 2
 JU2993' 
 JU2993' 
 JU2993'N39.38.59.0     W74.33.34.4
 JU2993
 JU2993                          STATION RECOVERY (2005)
 JU2993
 JU2993'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (GJT)
 JU2993'THE AZIMUTH IS SOUTHWEST OF THE STATION.
 JU2993' 
 JU2993'TO REACH THE AZIMUTH FROM THE STATION, PROCEED  SOUTHEAST TO THE PAVED
 JU2993'ROAD A SHORT DISTANCE AWAY. TURN RIGHT AND GO SOUTHWEST LEAVING THE
 JU2993'PAVED ROAD AND CONTINUING STRAIGHT ON THE DIRT ROAD FOR ABOUT 400 FEET
 JU2993'TO THE AZIMUTH ON THE LEFT. THE AZIMUTH IS 26 FEET FROM THE CENTERLINE
 JU2993'OF THE SAND ROAD, 2.5 FEET FROM A 8 INCH PINE, AND PROJECTS 2 INCHES.
 JU2993'THE COORDINATES FOR THE AZIMUTH ARE - 39 38.55.7 (N)   074 38.37.1 (W)
 JU2993' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0868 ***********************************************************************
 KV0868  DESIGNATION -  BAY
 KV0868  PID         -  KV0868
 KV0868  STATE/COUNTY-  NJ/OCEAN
 KV0868  USGS QUAD   -  POINT PLEASANT (1989)
 KV0868
 KV0868                         *CURRENT SURVEY CONTROL
 KV0868  ___________________________________________________________________
 KV0868* NAD 83(1996)-  40 01 10.92186(N)    074 03 43.05146(W)     ADJUSTED  
 KV0868* NAVD 88     -         1.230  (meters)       4.04   (feet)  ADJUSTED  
 KV0868  ___________________________________________________________________
 KV0868  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 KV0868  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV0868  DYNAMIC HT  -           1.229 (meters)       4.03  (feet)  COMP
 KV0868  MODELED GRAV-     980,160.3   (mgal)                       NAVD 88
 KV0868
 KV0868  HORZ ORDER  -  SECOND
 KV0868  VERT ORDER  -  FIRST     CLASS I
 KV0868
 KV0868.The horizontal coordinates were established by classical geodetic methods
 KV0868.and adjusted by the National Geodetic Survey in September 1999..
 KV0868
 KV0868.The orthometric height was determined by differential leveling
 KV0868.and adjusted by the National Geodetic Survey in June 1991..
 KV0868
 KV0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0868
 KV0868.The geoid height was determined by GEOID03.
 KV0868
 KV0868.The dynamic height is computed by dividing the NAVD 88
 KV0868.geopotential number by the normal gravity value computed on the
 KV0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0868.degrees latitude (g = 980.6199 gals.).
 KV0868
 KV0868.The modeled gravity was interpolated from observed gravity values.
 KV0868
 KV0868;                    North         East     Units Scale Factor Converg.
 KV0868;SPC NJ       -   131,793.548   187,391.605   MT  0.99991721   +0 16 54.1
 KV0868;SPC NJ       -   432,392.67    614,800.62   sFT  0.99991721   +0 16 54.1
 KV0868;UTM  18      - 4,430,365.182   580,048.531   MT  0.99967888   +0 36 11.7
 KV0868
 KV0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0868!SPC NJ       -   1.00000499  x   0.99991721  =   0.99992220
 KV0868!UTM  18      -   1.00000499  x   0.99967888  =   0.99968387
 KV0868
 KV0868|---------------------------------------------------------------------|
 KV0868| PID    Reference Object                     Distance      Geod. Az  |
 KV0868|                                                           dddmmss.s |
 KV0868| KV0867 BAY RM 1                              7.285 METERS 09118     |
 KV0868| KV0866 BAY AZ MK                           445.495 METERS 0942916.6 |
 KV0868| JU2581 NORMANDY BEACH WATER TANK           APPROX. 2.4 KM 1812242.3 |
 KV0868| KV0869 BAY RM 2                              6.593 METERS 20052     |
 KV0868| KV5229 BARNEGAT WATERWAY LIGHT 31          APPROX. 3.1 KM 2333602.8 |
 KV0868| KV5231 BARNEGAT WATERWAY LIGHT 29          APPROX. 0.6 KM 3131153.5 |
 KV0868|---------------------------------------------------------------------|
 KV0868
 KV0868                          SUPERSEDED SURVEY CONTROL
 KV0868
 KV0868  NAD 83(1986)-  40 01 10.91353(N)    074 03 43.04816(W) AD(       ) 2
 KV0868  NAD 27      -  40 01 10.49110(N)    074 03 44.55840(W) AD(       ) 2
 KV0868  NGVD 29 (04/16/92)    1.581  (m)            5.19   (f) ADJUSTED    1 1
 KV0868
 KV0868.Superseded values are not recommended for survey control.
 KV0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0868.See file dsdata.txt to determine how the superseded data were derived.
 KV0868
 KV0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8004930365(NAD 83)
 KV0868_MARKER: DS = TRIANGULATION STATION DISK
 KV0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0868_STAMPING: BAY 1962
 KV0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0868+STABILITY: SURFACE MOTION
 KV0868
 KV0868  HISTORY     - Date     Condition        Report By
 KV0868  HISTORY     - 1962     MONUMENTED       CGS
 KV0868  HISTORY     - 1964     GOOD             CGS
 KV0868  HISTORY     - 1964     GOOD             CGS
 KV0868  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV0868  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0868  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0868  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV0868
 KV0868                          STATION DESCRIPTION
 KV0868
 KV0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV0868'THE STATION IS ABOUT 3-1/2 MILES NORTH OF LAVALLETTE, ABOUT 5-3/4
 KV0868'MILES SOUTH OF MANASQUAN INLET, IN SOUTH MANTOLOKING BEACH, AND
 KV0868'ON ROAD RIGHT-OF-WAY PROPERTY.  IT IS 41 FEET NORTHWEST OF THE
 KV0868'CENTER OF A ROAD CURVE, 8 FEET NORTHEAST OF THE NORTH END OF A
 KV0868'WOODEN GUARD RAIL, 7 FEET EAST OF A POWER POLE WITH A TRIANGULAR
 KV0868'BLAZE ON THE EAST SIDE, AND 7 FEET EAST OF A WITNESS POST.  THE
 KV0868'MONUMENT IS FLUSH AND THE DISK IS STAMPED BAY 1962.
 KV0868'
 KV0868'TO REACH FROM THE POST OFFICE IN LAVALLETTE, GO NORTH ON GRAND
 KV0868'CENTRAL AVE. (STATE ROAD 35) FOR 0.9 MILE TO A CROSSROAD.  CONTINUE
 KV0868'NORTH ON STATE ROAD 35 FOR 2.3 MILES TO A CROSSROAD.  TURN LEFT
 KV0868'AND GO WEST ON BAY LANE FOR ABOUT 200 FEET TO A CROSSROAD (SOUTH
 KV0868'BOUND LANE OF STATE ROAD 35), AND THE AZIMUTH MARK IN THE
 KV0868'SOUTHWEST ANGLE OF THE INTERSECTION.  CONTINUE WEST ON BAY LANE
 KV0868'FOR 0.3 MILE TO A POINT WHERE THE ROAD TURNS SHARP LEFT AND
 KV0868'THE STATION ON THE RIGHT.
 KV0868'
 KV0868'REFERENCE MARK 1 IS 18 FEET NORTH OF THE CENTERLINE OF BAY LANE,
 KV0868'31 FEET EAST OF THE POWER POLE, AND 31 FEET EAST OF THE WITNESS
 KV0868'POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED BAY
 KV0868'NO 1 1962.
 KV0868'
 KV0868'REFERENCE MARK 2 IS 34 FEET WEST OF THE CENTERLINE OF BAY LANE,
 KV0868'22 FEET SOUTH OF THE POWER POLE, 21 FEET SOUTH OF THE WITNESS POST,
 KV0868'AND 3 FEET NORTH OF THE SOUTH END OF THE WOODEN GUARD RAIL.  THE
 KV0868'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BAY NO 2 1962.
 KV0868'
 KV0868'THE AZIMUTH MARK IS 54 FEET WEST OF THE CENTERLINE OF STATE ROAD
 KV0868'35 (SOUTH BOUND LANE), 19 FEET SOUTH OF THE CENTERLINE OF BAY LANE,
 KV0868'17 FEET WEST OF A POWER POLE, AND 7 FEET WEST OF A WITNESS
 KV0868'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 KV0868'BAY 1962.
 KV0868'
 KV0868'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 KV0868
 KV0868                          STATION RECOVERY (1964)
 KV0868
 KV0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RG)
 KV0868'THE STATION, RM 1, RM 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 KV0868'CONDITION.
 KV0868'
 KV0868'THE STATION IS LOCATED ABOUT 1.25 MILES NORTH ALONG OCEAN
 KV0868'BOULEVARD (STATE HIGHWAY 35) FROM THE POST OFFICE AT NORMANDY
 KV0868'BEACH, THENCE 0.35 MILE WEST ALONG BAY LANE, AT A POINT WHERE THE
 KV0868'LANE CURVES, 17 FEET NORTH OF THE EXTENDED CENTER LINE OF THE
 KV0868'LANE, 7.5 FEET EAST OF POWER POLE NO. 2062, 8.5 FEET NORTHEAST OF
 KV0868'THE NORTH END OF A GUARD RAIL FENCE LINE, 21.6 FEET
 KV0868'NORTH-NORTHEAST OF BAY RM 2, 23.9 FEET WEST OF RM 1, 7.5 FEET EAST
 KV0868'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE LANE AND SET
 KV0868'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KV0868'
 KV0868'RM 1 IS LOCATED 93.5 FEET NORTHWEST AND ACROSS THE LANE FROM THE
 KV0868'NORTHWEST CORNER OF THE HOUSE AT 19 MAY LANE, 81 FEET WEST OF
 KV0868'POWER LINE POLE 2062, 19 FEET NORTH OF THE CENTER LINE OF THE LANE,
 KV0868'23.9 FEET EAST OF THE STATION BAY, 37.2 FEET NORTHEAST OF RM 2,
 KV0868'ABOUT LEVEL WITH THE LANE AND SET IN THE TOP OF A CONCRETE POST
 KV0868'FLUSH WITH THE GROUND.
 KV0868'
 KV0868'RM 2 IS LOCATED 108 FEET NORTHWEST AND ACROSS THE LANE FROM THE
 KV0868'NORTHWEST CORNER OF THE HOUSE AT 19 BAY LANE, 21.5 FEET SOUTH OF
 KV0868'POWER POLE 2062, 2.5 FEET NORTH OF THE SOUTH CORNER OF A FENCE,
 KV0868'21.6 FEET SOUTH-SOUTHWEST OF THE STATION BAY, 37.2 FEET SOUTHWEST
 KV0868'OF RM 1, 21.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 KV0868'WITH THE LANE AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KV0868'0.2 FOOT.
 KV0868'
 KV0868'THE AZIMUTH MARK IS LOCATED ABOUT 1.25 MILES NORTH ALONG OCEAN
 KV0868'BOULEVARD (STATE HIGHWAY 35) FROM THE POST OFFICE AT NORMANDY
 KV0868'BEACH, THENCE 0.05 MILE WEST ALONG BAY LANE, 54.5 FEET WEST OF
 KV0868'THE CENTER LINE OF THE SOUTH-BOUND LANE OF THE BOULEVARD, 18 FEET
 KV0868'SOUTH OF THE CENTER LINE OF THE LANE, 30 FEET NORTH-NORTHWEST OF
 KV0868'CABLE LINE POLE NO. 469 SUPPORTING A STREET LIGHT, 16.5 FEET
 KV0868'WEST OF POWER LINE POLE NO. 528, ABOUT LEVEL WITH THE LANE AND
 KV0868'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 KV0868
 KV0868                          STATION RECOVERY (1964)
 KV0868
 KV0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0868'1.6 MI N FROM NORMANDY BEACH.
 KV0868'1.25 MILES NORTH ALONG OCEAN BOULEVARD (STATE HIGHWAY 35)
 KV0868'FROM THE POST OFFICE AT NORMANDY BEACH, THENCE 0.35 MILE WEST
 KV0868'ALONG BAY LANE, AT A POINT WHERE THE LANE CURVES, 17 FEET
 KV0868'NORTH OF THE EXTENDED CENTER LINE OF THE LANE, 7 1/2 FEET EAST
 KV0868'OF POWER LINE POLE 2062, 8.5 FEET NORTHEAST OF THE NORTH END
 KV0868'OF A GUARD RAIL FENCE LINE, 21.6 FEET NORTH-NORTHEAST OF BAY
 KV0868'RM 2, 23.9 FEET WEST OF BAY RM 1, 7.5 FEET EAST OF A METAL
 KV0868'WITNESS POST, ABOUT LEVEL WITH THE LANE AND SET IN THE TOP OF A
 KV0868'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 KV0868
 KV0868                          STATION RECOVERY (1984)
 KV0868
 KV0868'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV0868'STATION LOST.
 KV0868'
 KV0868'THE STATION, AZIMUTH MARK, AND RMS 1 AND 2 WERE SITUATED IN AN AREA
 KV0868'NOW KNOWN AS MANTOLORING SHORES.  THE HOUSES HAVE BEEN RENUMBERED
 KV0868'AND THE STREETS ALTERED AND PAVED WITH ASPHALT.  ALL MARKS HAVE
 KV0868'EITHER BEEN BURIED OR DESTROYED.
 KV0868
 KV0868                          STATION RECOVERY (1987)
 KV0868
 KV0868'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0868'MARK NOT FOUND.
 KV0868
 KV0868                          STATION RECOVERY (1987)
 KV0868
 KV0868'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0868'MARK NOT FOUND.
 KV0868
 KV0868                          STATION RECOVERY (1990)
 KV0868
 KV0868'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2706 ***********************************************************************
 JU2706  DESIGNATION -  BAY
 JU2706  PID         -  JU2706
 JU2706  STATE/COUNTY-  NJ/OCEAN
 JU2706  USGS QUAD   -  TUCKERTON (1995)
 JU2706
 JU2706                         *CURRENT SURVEY CONTROL
 JU2706  ___________________________________________________________________
 JU2706* NAD 83(1996)-  39 32 37.53042(N)    074 20 52.08454(W)     ADJUSTED  
 JU2706* NAVD 88     -         1.23   (+/-2cm)       4.0    (feet)  VERTCON   
 JU2706  ___________________________________________________________________
 JU2706  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 JU2706  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JU2706
 JU2706  HORZ ORDER  -  THIRD
 JU2706  VERT ORDER  -  THIRD ? (See Below)
 JU2706
 JU2706.The horizontal coordinates were established by classical geodetic methods
 JU2706.and adjusted by the National Geodetic Survey in September 1999..
 JU2706
 JU2706.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2706.The vertical order pertains to the NGVD 29 superseded value.
 JU2706
 JU2706.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2706
 JU2706.The geoid height was determined by GEOID03.
 JU2706
 JU2706;                    North         East     Units Scale Factor Converg.
 JU2706;SPC NJ       -    78,873.921   163,081.616   MT  0.99990211   +0 05 48.8
 JU2706;SPC NJ       -   258,772.19    535,043.60   sFT  0.99990211   +0 05 48.8
 JU2706;UTM  18      - 4,377,323.939   556,040.458   MT  0.99963867   +0 24 54.9
 JU2706
 JU2706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2706!SPC NJ       -   1.00000509  x   0.99990211  =   0.99990720
 JU2706!UTM  18      -   1.00000509  x   0.99963867  =   0.99964376
 JU2706
 JU2706|---------------------------------------------------------------------|
 JU2706| PID    Reference Object                     Distance      Geod. Az  |
 JU2706|                                                           dddmmss.s |
 JU2706| CB1237 BAY RM 1                             24.154 METERS 01616     |
 JU2706| CB1238 BAY RM 2                             15.700 METERS 10626     |
 JU2706| JU2717 SHEEPHEAD                           APPROX. 2.3 KM 1190445.5 |
 JU2706|---------------------------------------------------------------------|
 JU2706
 JU2706                          SUPERSEDED SURVEY CONTROL
 JU2706
 JU2706  NAD 83(1986)-  39 32 37.52340(N)    074 20 52.07454(W) AD(       ) 3
 JU2706  NAD 27      -  39 32 37.10000(N)    074 20 53.54600(W) AD(       ) 3
 JU2706  NGVD 29 (07/19/86)    1.62   (m)            5.3    (f) LEVELING    3  
 JU2706
 JU2706.Superseded values are not recommended for survey control.
 JU2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2706.See file dsdata.txt to determine how the superseded data were derived.
 JU2706
 JU2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5604077324(NAD 83)
 JU2706_MARKER: DS = TRIANGULATION STATION DISK
 JU2706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2706
 JU2706  HISTORY     - Date     Condition        Report By
 JU2706  HISTORY     - 1935     MONUMENTED       CGS
 JU2706  HISTORY     - 1950     GOOD             CGS
 JU2706
 JU2706                          STATION DESCRIPTION
 JU2706
 JU2706'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2706'STATION IS STANDARD TRIANGULATION DISK SET IN CONCRETE
 JU2706'MONUMENT STAMPED BAY 1935.  THERE IS ALSO A SUBSURFACE MARK
 JU2706'STAMPED THE SAME ABOUT 2 FEET BELOW THE SURFACE OF THE
 JU2706'GROUND.  STATION IS LOCATED APPROXIMATELY HALFWAY FROM WILLETT
 JU2706'THOROUGHFARE TO SHEEPHEAD CREEK APPROXIMATELY 200 METERS N OF
 JU2706'SMALL CREEK AND OYSTER SHACKS AT A BOLD POINT, STATION IS 15
 JU2706'METERS FROM HIGH WATER LINE.  REFERENCE MARKS WERE STAMPED
 JU2706'NO.1 AND NO.2 RESPECTIVELY.
 JU2706'
 JU2706'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2706'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU2706'
 JU2706'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 JU2706
 JU2706                          STATION RECOVERY (1950)
 JU2706
 JU2706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2706'STATION MARK RECOVERED AS DESCRIBED IN GOOD CONDITION.  AN
 JU2706'OBSERVED DIRECTION AND DISTANCE FAILED TO LOCATE REFERENCE
 JU2706'MARK 1.  R.M. 2 MONUMENT WAS FOUND DISINTEGRATED AND THE DISK
 JU2706'WAS REMOVED BY THIS PARTY.  THE MARSH LINE IS 157 FEET S. 45 DEG
 JU2706'W. OF THE STATION AND 167 FEET SSE OF THE STATION ON RANGE WITH
 JU2706'TRIANGULATION STATION FISH FACTORY TANK, 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4422 ***********************************************************************
 KV4422  DESIGNATION -  BAY
 KV4422  PID         -  KV4422
 KV4422  STATE/COUNTY-  NJ/HUDSON
 KV4422  USGS QUAD   -  JERSEY CITY (1981)
 KV4422
 KV4422                         *CURRENT SURVEY CONTROL
 KV4422  ___________________________________________________________________
 KV4422* NAD 83(1996)-  40 41 34.17024(N)    074 06 22.40990(W)     ADJUSTED  
 KV4422* NAVD 88     -         9.5    (meters)      31.     (feet)  GPS OBS   
 KV4422  ___________________________________________________________________
 KV4422  X           -   1,326,246.745 (meters)                     COMP
 KV4422  Y           -  -4,657,745.955 (meters)                     COMP
 KV4422  Z           -   4,136,603.857 (meters)                     COMP
 KV4422  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 KV4422  ELLIP HEIGHT-         -22.66  (meters)          (10/23/02) GPS OBS
 KV4422  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KV4422
 KV4422  HORZ ORDER  -  FIRST
 KV4422  ELLP ORDER  -  FOURTH    CLASS I
 KV4422
 KV4422.The horizontal coordinates were established by GPS observations
 KV4422.and adjusted by the National Geodetic Survey in May 1999..
 KV4422
 KV4422.The orthometric height was determined by GPS observations and a
 KV4422.high-resolution geoid model.
 KV4422
 KV4422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4422
 KV4422.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4422
 KV4422.The ellipsoidal height was determined by GPS observations
 KV4422.and is referenced to NAD 83.
 KV4422
 KV4422.The geoid height was determined by GEOID03.
 KV4422
 KV4422;                    North         East     Units Scale Factor Converg.
 KV4422;SPC NJ       -   206,513.476   183,280.378   MT  0.99991363   +0 15 24.3
 KV4422;SPC NJ       -   677,536.30    601,312.37   sFT  0.99991363   +0 15 24.3
 KV4422;SPC NY L     -    58,433.069   291,021.394   MT  0.99999865   -0 04 10.1
 KV4422;SPC NY L     -   191,709.16    954,792.69   sFT  0.99999865   -0 04 10.1
 KV4422;SPC NY E     -   206,513.476   183,280.378   MT  0.99991363   +0 15 24.3
 KV4422;SPC NY E     -   677,536.30    601,312.37   sFT  0.99991363   +0 15 24.3
 KV4422;UTM  18      - 4,505,042.689   575,516.202   MT  0.99967019   +0 34 58.0
 KV4422
 KV4422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4422!SPC NJ       -   1.00000355  x   0.99991363  =   0.99991718
 KV4422!SPC NY L     -   1.00000355  x   0.99999865  =   1.00000220
 KV4422!SPC NY E     -   1.00000355  x   0.99991363  =   0.99991718
 KV4422!UTM  18      -   1.00000355  x   0.99967019  =   0.99967374
 KV4422
 KV4422:                Primary Azimuth Mark                     Grid Az
 KV4422:SPC NJ       -  KEARNY POINT WOR W RADIO TOWER           000 24 58.6
 KV4422:SPC NY L     -  KEARNY POINT WOR W RADIO TOWER           000 44 33.0
 KV4422:SPC NY E     -  KEARNY POINT WOR W RADIO TOWER           000 24 58.6
 KV4422:UTM  18      -  KEARNY POINT WOR W RADIO TOWER           000 05 24.9
 KV4422
 KV4422|---------------------------------------------------------------------|
 KV4422| PID    Reference Object                     Distance      Geod. Az  |
 KV4422|                                                           dddmmss.s |
 KV4422| KV4348 KEARNY POINT WOR W RADIO TOWER      APPROX. 4.1 KM 0004022.9 |
 KV4422| KV4344 KEARNY POINT WOR E RADIO TOWER      APPROX. 4.1 KM 0020717.5 |
 KV4422| KV4297 NEWARK BAY KELLOGG CO TANK          APPROX. 1.9 KM 0043901.1 |
 KV4422| KV4298 NEWARK BAY KELLOGG CO CHIMNEY       APPROX. 1.9 KM 0050142.6 |
 KV4422| KV4264 S KEARNY ELEC POWER S STACK         APPROX. 4.9 KM 0092527.1 |
 KV4422| KV4256 S KEARNY ELEC POWER MID STACK       APPROX. 5.0 KM 0093707.8 |
 KV4422| KV4255 S KEARNY ELEC POWER N STACK         APPROX. 5.0 KM 0094845.5 |
 KV4422| KV4262 JERSEY CITY GAS W END GAS TANK      APPROX. 5.9 KM 0273841.3 |
 KV4422| KV4290 NEWARK BAY CHAMBERL FLY CHIM        APPROX. 1.3 KM 0324358.3 |
 KV4422| KV4291 JERSEY CITY GERMAN LUTH CH          APPROX. 1.5 KM 0484251.4 |
 KV4422| KV4226 BAYONNE WHOM NORTH RADIO MAST       APPROX. 0.5 KM 1080029.9 |
 KV4422| CB5674 BAY RM 1                             17.660 METERS 20930     |
 KV4422| KV4754 NEWARK BAY BEACON 1                 APPROX. 4.2 KM 2215638.4 |
 KV4422| KV4751 NEWARK BAY BEACON 2                 APPROX. 2.9 KM 2321046.7 |
 KV4422| KV4767 NEWARK BAY BEACON 3                 APPROX. 2.1 KM 2495802.4 |
 KV4422| KV4330 NEWARK BAY BEACON 4                 APPROX. 1.3 KM 2715931.4 |
 KV4422| KV4772 PORT NEWARK E P N TANK              APPROX. 2.5 KM 2795856.5 |
 KV4422| KV4762 NEWARK BAY PASSAIC LH OLD TWR       APPROX. 1.8 KM 2820645.8 |
 KV4422| KV4777 PORT NEWARK TERM MERCUR E TANK      APPROX. 3.2 KM 2852826.7 |
 KV4422| KV4779 PORT NEWARK TERM MERCUR W TANK      APPROX. 3.8 KM 2872355.4 |
 KV4422| KV4294 NEWARK BAY BEACON 5                 APPROX. 2.0 KM 3265757.3 |
 KV4422| KV4305 HACKENSACK RIVER BEACON 1           APPROX. 2.3 KM 3394633.3 |
 KV4422| KV4314 HACKENSACK RIVER BEACON 3           APPROX. 2.6 KM 3551931.1 |
 KV4422|---------------------------------------------------------------------|
 KV4422
 KV4422                          SUPERSEDED SURVEY CONTROL
 KV4422
 KV4422  ELLIP H (05/14/99)  -22.65   (m)                       GP(       ) 4 1
 KV4422  NAD 83(1996)-  40 41 34.17015(N)    074 06 22.41000(W) AD(       ) 1
 KV4422  NAD 83(1996)-  40 41 34.16894(N)    074 06 22.41137(W) AD(       ) 1
 KV4422  NAD 83(1992)-  40 41 34.16833(N)    074 06 22.41232(W) AD(       ) 1
 KV4422  NAD 83(1986)-  40 41 34.16844(N)    074 06 22.41231(W) AD(       ) 1
 KV4422  NAD 83(1986)-  40 41 34.16729(N)    074 06 22.41416(W) AD(       ) 3
 KV4422  NAD 27      -  40 41 33.79800(N)    074 06 23.90000(W) AD(       ) 3
 KV4422
 KV4422.Superseded values are not recommended for survey control.
 KV4422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4422.See file dsdata.txt to determine how the superseded data were derived.
 KV4422
 KV4422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7551605043(NAD 83)
 KV4422_MARKER: DS = TRIANGULATION STATION DISK
 KV4422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV4422_SP_SET: CONCRETE SIGNAL TOWER FOOTING
 KV4422_STAMPING: BAY 1931
 KV4422_MARK LOGO: CGS   
 KV4422_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV4422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4422+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001
 KV4422
 KV4422  HISTORY     - Date     Condition        Report By
 KV4422  HISTORY     - 1931     MONUMENTED       CGS
 KV4422  HISTORY     - 1931     GOOD             CGS
 KV4422  HISTORY     - 1933     GOOD             CGS
 KV4422  HISTORY     - 1935     GOOD             NJGS
 KV4422  HISTORY     - 19920220 GOOD             NJGS
 KV4422  HISTORY     - 19950920 GOOD             NJGS
 KV4422  HISTORY     - 20010319 GOOD             PORANY
 KV4422
 KV4422                          STATION DESCRIPTION
 KV4422
 KV4422'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4422'THIS STATION IS ON THE SHORE-FILL OF THE PENNSYLVANIA AND
 KV4422'LEHIGH VALLEY RAILROAD TRACKS E OF THE BRIDGE.  IT IS LOCATED
 KV4422'N OF THE TRACKS, IN THE BASE OF THE FIRST SIGNAL TOWER W OF
 KV4422'HUDSON BOULEVARD.
 KV4422'
 KV4422'STATION WAS MARKED BY A STANDARD C. AND G.S. BRONZE DISK,
 KV4422'STAMPED BAY-1931 CEMENTED IN A DRILL HOLE AND SET FLUSH IN
 KV4422'THE TOP OF THE CONCRETE SIGNAL-TOWER BASE ON THE SW CORNER.
 KV4422'
 KV4422'TWO STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE PLACED,
 KV4422'ONE STAMPED NO.1-1931 SIMILARLY SET ON THE NW CORNER OF A
 KV4422'SIGNAL-TOWER BASE LOCATED IN THE CENTER OF THE TRACKS.  THE
 KV4422'OTHER STAMPED NO.2-1931 IN THE TOP OF A 12-INCH
 KV4422'CONCRETE-FILLED TILE SET FLUSH WITH THE TRACK-FILL 1.54
 KV4422'METERS N OF THE NORTHERLY TRACK WEB.
 KV4422'
 KV4422'FROM STATION, SPIRE (ST. PAULS CHURCH) SHOWS JUST RIGHT OF A
 KV4422'NEARBY SLIM STACK TO THE NE.  ELECTRO-DYNAMIC TANK SHOWS JUST
 KV4422'RIGHT OF LEO-LASTIC TANK TO THE SW.
 KV4422'
 KV4422'THERE IS INSUFFICIENT ROOM FOR A CENTRAL TRIPOD SET-UP.
 KV4422'
 KV4422'REFERENCE MARK NO.2 WAS USED AS AN ECCENTRIC, GIVING
 KV4422'SUFFICIENT TRAIN CLEARANCE AND GOOD FOOTING IN THE CINDER
 KV4422'FILL.  TRAINS PASSING SLOWLY ON THE CLOSE-BY TRACKS, OR AT
 KV4422'SPEED ON ANY TRACKS, MAY NECESSITATE RE-LEVELING OF THE
 KV4422'INSTRUMENT.  A DIRECTION INSTRUMENT, WITH ITS SHORT-PERIOD
 KV4422'ROUND OF ANGLES PERMITTING COMPLETION OF SETS BETWEEN TRAINS,
 KV4422'IS DESIRABLE FOR OCCUPANCY OF THIS STATION.
 KV4422
 KV4422                          STATION RECOVERY (1931)
 KV4422
 KV4422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 KV4422'RECOVERED IN GOOD CONDITION.
 KV4422
 KV4422                          STATION RECOVERY (1933)
 KV4422
 KV4422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4422'RECOVERED IN GOOD CONDITION, AS ORIGINALLY DESCRIBED, WITH
 KV4422'THE FOLLOWING EXCEPTIONS AND ADDITIONS--
 KV4422'
 KV4422'THE REFERENCE DISKS WERE NOT DATED.  ADDITIONAL REFERENCE
 KV4422'MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4422'
 KV4422'STATION TO SW CORNER OF ANGLE IRON TOWER-SUPPORT 0.146 METER.
 KV4422'
 KV4422'STATION TO NW CORNER OF ANGLE IRON TOWER-SUPPORT 0.361 METER.
 KV4422
 KV4422                          STATION RECOVERY (1935)
 KV4422
 KV4422'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1935
 KV4422'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 KV4422'DESCRIBED.
 KV4422
 KV4422                          STATION RECOVERY (1992)
 KV4422
 KV4422'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV4422'THE STATION IS LOCATED IN THE CITY OF BAYONNE ALONG THE CONRAIL
 KV4422'RAILROAD TRACKS NEAR WEST 59TH STREET, STATE HIGHWAY 169 AMD J F
 KV4422'KENNEDY BOULEVARD.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV4422'STATE HIGHWAY 169 AND AVENUE C IN BAYONNE, GO WEST ON STATE HIGHWAY
 KV4422'169 FOR 0.4 MI (0.6 KM) TO A SHARP CURVE TO THE LEFT IN THE ROAD AND
 KV4422'A DIRT ROAD LEADING TO THE RAILROAD TRACKS ON THE RIGHT.  TURN RIGHT
 KV4422'ON THE ROAD, HOPPING THE CURB AND GO 0.1 MI (0.2 KM) TO THE TOP OF
 KV4422'THE HILL AND THE RAILROAD TRACKS AHEAD.  TURN LEFT AND GO 0.1 MI
 KV4422'(0.2 KM) TO THE STATION ON THE RIGHT, ACROSS THE TRACKS.  THE STATION
 KV4422'IS 2.3 M (7.5 FT) NORTH NORTHEAST FROM THE NORTHEAST RAIL, 17.7 M
 KV4422'(58.1 FT) NORTH NORTHEAST FROM REFERENCE MARK 1 SET ON THE SOUTHWEST
 KV4422'SIDE OF THE TRACKS AND 3.1 M (10.2 FT) NORTHWEST FROM THE SOUTHEAST
 KV4422'END OF THE RECTANGULAR CONCRETE SIGNAL TOWER FOUNDATION.  THE
 KV4422'STATION, STAMPED BAY 1931, IS SET IN THE TOP OF AN ABANDONED AND
 KV4422'FORMER CONCRETE SIGNAL TOWER FOUNDATION, WHICH IS 0.3 M (1.0 FT)
 KV4422'ABOVE THE GROUND.  REFERENCE MARK 2 WAS FOUND LEANING AT THIS TIME.
 KV4422
 KV4422                          STATION RECOVERY (1995)
 KV4422
 KV4422'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV4422'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  AFTER REACHING THE
 KV4422'DIRT ROAD AS PREVIOUSLY DESCRIBED IN THE 1992 RECOVERY, THEN HOP THE
 KV4422'CURB AND GO 0.1 MI (0.2 KM) TO THE TOP OF THE HILL AND THE RAILROAD
 KV4422'TRACKS AHEAD, THEN TURN RIGHT AND GO 0.1 MI (0.2 KM) TO THE STATION ON
 KV4422'THE LEFT, ACROSS THE TRACKS.  THE TIES ARE CONSISTENT WITH THE
 KV4422'PREVIOUS RECOVERY.
 KV4422
 KV4422                          STATION RECOVERY (2001)
 KV4422
 KV4422'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV4422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4425 ***********************************************************************
 JU4425  DESIGNATION -  BAY 1
 JU4425  PID         -  JU4425
 JU4425  STATE/COUNTY-  NJ/CAPE MAY
 JU4425  USGS QUAD   -  MARMORA (1994)
 JU4425
 JU4425                         *CURRENT SURVEY CONTROL
 JU4425  ___________________________________________________________________
 JU4425* NAD 83(1996)-  39 17 16.11538(N)    074 37 29.17611(W)     ADJUSTED  
 JU4425* NAVD 88     -         4.4    (meters)      14.     (feet)  GPS OBS   
 JU4425  ___________________________________________________________________
 JU4425  X           -   1,310,618.887 (meters)                     COMP
 JU4425  Y           -  -4,766,219.518 (meters)                     COMP
 JU4425  Z           -   4,017,078.854 (meters)                     COMP
 JU4425  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 JU4425  ELLIP HEIGHT-         -30.06  (meters)          (10/23/02) GPS OBS
 JU4425  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 JU4425
 JU4425  HORZ ORDER  -  FIRST
 JU4425  ELLP ORDER  -  FOURTH    CLASS I
 JU4425
 JU4425.The horizontal coordinates were established by GPS observations
 JU4425.and adjusted by the National Geodetic Survey in May 1999..
 JU4425
 JU4425.The orthometric height was determined by GPS observations and a
 JU4425.high-resolution geoid model.
 JU4425
 JU4425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4425
 JU4425.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4425
 JU4425.The ellipsoidal height was determined by GPS observations
 JU4425.and is referenced to NAD 83.
 JU4425
 JU4425.The geoid height was determined by GEOID03.
 JU4425
 JU4425;                    North         East     Units Scale Factor Converg.
 JU4425;SPC NJ       -    50,456.828   139,236.524   MT  0.99990143   -0 04 44.4
 JU4425;SPC NJ       -   165,540.44    456,811.83   sFT  0.99990143   -0 04 44.4
 JU4425;UTM  18      - 4,348,783.037   532,359.728   MT  0.99961289   +0 14 15.4
 JU4425
 JU4425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4425!SPC NJ       -   1.00000472  x   0.99990143  =   0.99990615
 JU4425!UTM  18      -   1.00000472  x   0.99961289  =   0.99961760
 JU4425
 JU4425                          SUPERSEDED SURVEY CONTROL
 JU4425
 JU4425  ELLIP H (05/14/99)  -30.11   (m)                       GP(       ) 4 1
 JU4425  NAD 83(1992)-  39 17 16.11475(N)    074 37 29.17557(W) AD(       ) 1
 JU4425  ELLIP H (04/25/94)  -30.19   (m)                       GP(       ) 3 1
 JU4425
 JU4425.Superseded values are not recommended for survey control.
 JU4425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4425.See file dsdata.txt to determine how the superseded data were derived.
 JU4425
 JU4425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3236048783(NAD 83)
 JU4425_MARKER: DD = SURVEY DISK
 JU4425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4425_SP_SET: CONCRETE POST
 JU4425_STAMPING: BAY 1 1991
 JU4425_MARK LOGO: NJHA  
 JU4425_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4425+STABILITY: SURFACE MOTION
 JU4425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4425+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1993
 JU4425
 JU4425  HISTORY     - Date     Condition        Report By
 JU4425  HISTORY     - 1991     MONUMENTED       NJHA
 JU4425  HISTORY     - 19930611 GOOD
 JU4425  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU4425
 JU4425                          STATION DESCRIPTION
 JU4425
 JU4425'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 JU4425'THE STATION IS LOCATED IN THE TOWNSHIP OF UPPER ON THE WEST SIDE OF
 JU4425'THE GARDEN STATE PARKWAY SOUTHBOUND LANES IN A GRASS AREA AT THE
 JU4425'SOUTH END OF THE BRIDGE OVER GREAT EGG HARBOR BAY AT ABOUT MILEPOINT
 JU4425'27.43. TO REACH THE STATION FROM LOCAL ROADS, EXIT THE GARDEN STATE
 JU4425'PARKWAY SOUTHBOUND AT INTERCHANGE 25, TURN RIGHT, GO 0.3 MI (0.5 KM)
 JU4425'WEST ON ROOSEVELT BLVD. TO SHORE ROAD, ROUTE 9, TURN RIGHT AND GO
 JU4425'NORTH ON ROUTE 9, 2.8 MI (4.5 KM) TO HARBOR ROAD ON THE RIGHT BY
 JU4425'TUCKAHOE INN, TURN RIGHT ONTO HARBOR ROAD, GO EAST 0.3 MI (0.5 KM) TO
 JU4425'THE STATION ON THE RIGHT SET FLUSH WITH THE GROUND AT THE TOP OF THE
 JU4425'GARDEN STATE PARKWAY BRIDGE SLOPE.  THE STATION IS 10.6 FT (3.2 M)
 JU4425'WEST NORTHWEST FROM THE SOLID WHITE LINE AT THE WEST EDGE OF THE
 JU4425'SOUTHBOUND LANES, 6.9 FT (2.1 M) WEST NORTHWEST FROM THE BACK OF
 JU4425'GUIDE RAIL AT THE WEST SIDE OF THE SOUTHBOUND LANES, 50.2 FT
 JU4425'(15.3 M) SOUTH SOUTHEAST FROM POLE BT 6, 29.8 FT (9.1 M) SOUTH
 JU4425'SOUTHWEST FROM AN X CUT AND DRILL HOLE IN THE TOP OF THE SOUTHWEST
 JU4425'PARAPET WALL OF THE BRIDGE, NEAR THE SOUTH END.
 JU4425
 JU4425                          STATION RECOVERY (1993)
 JU4425
 JU4425'RECOVERED 1993
 JU4425'RECOVERED IN GOOD CONDITION.
 JU4425
 JU4425                          STATION RECOVERY (2001)
 JU4425
 JU4425'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU4425'THE MONUMENT POST AND DISK STEM WERE RECOVERED AT THIS TIME.  THE
 JU4425'DISK, HOWEVER, HAS BEEN REMOVED.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4426 ***********************************************************************
 JU4426  DESIGNATION -  BAY 2
 JU4426  PID         -  JU4426
 JU4426  STATE/COUNTY-  NJ/ATLANTIC
 JU4426  USGS QUAD   -  OCEAN CITY (1994)
 JU4426
 JU4426                         *CURRENT SURVEY CONTROL
 JU4426  ___________________________________________________________________
 JU4426* NAD 83(1996)-  39 17 51.31774(N)    074 37 14.47606(W)     ADJUSTED  
 JU4426* NAVD 88     -         4.5    (meters)      15.     (feet)  GPS OBS   
 JU4426  ___________________________________________________________________
 JU4426  X           -   1,310,776.260 (meters)                     COMP
 JU4426  Y           -  -4,765,463.321 (meters)                     COMP
 JU4426  Z           -   4,017,919.110 (meters)                     COMP
 JU4426  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 JU4426  ELLIP HEIGHT-         -29.93  (meters)          (10/23/02) GPS OBS
 JU4426  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 JU4426
 JU4426  HORZ ORDER  -  FIRST
 JU4426  ELLP ORDER  -  FOURTH    CLASS I
 JU4426
 JU4426.The horizontal coordinates were established by GPS observations
 JU4426.and adjusted by the National Geodetic Survey in May 1999..
 JU4426
 JU4426.The orthometric height was determined by GPS observations and a
 JU4426.high-resolution geoid model.
 JU4426
 JU4426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4426
 JU4426.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4426
 JU4426.The ellipsoidal height was determined by GPS observations
 JU4426.and is referenced to NAD 83.
 JU4426
 JU4426.The geoid height was determined by GEOID03.
 JU4426
 JU4426;                    North         East     Units Scale Factor Converg.
 JU4426;SPC NJ       -    51,541.855   139,590.225   MT  0.99990133   -0 04 35.2
 JU4426;SPC NJ       -   169,100.24    457,972.26   sFT  0.99990133   -0 04 35.2
 JU4426;UTM  18      - 4,349,869.688   532,707.327   MT  0.99961317   +0 14 24.9
 JU4426
 JU4426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4426!SPC NJ       -   1.00000470  x   0.99990133  =   0.99990603
 JU4426!UTM  18      -   1.00000470  x   0.99961317  =   0.99961786
 JU4426
 JU4426                          SUPERSEDED SURVEY CONTROL
 JU4426
 JU4426  ELLIP H (05/14/99)  -29.98   (m)                       GP(       ) 4 1
 JU4426  NAD 83(1992)-  39 17 51.31712(N)    074 37 14.47551(W) AD(       ) 1
 JU4426  ELLIP H (04/25/94)  -30.06   (m)                       GP(       ) 3 1
 JU4426
 JU4426.Superseded values are not recommended for survey control.
 JU4426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4426.See file dsdata.txt to determine how the superseded data were derived.
 JU4426
 JU4426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3270749870(NAD 83)
 JU4426_MARKER: DD = SURVEY DISK
 JU4426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4426_SP_SET: CONCRETE POST
 JU4426_STAMPING: BAY 2 1991
 JU4426_MARK LOGO: NJHA  
 JU4426_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4426+STABILITY: SURFACE MOTION
 JU4426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4426+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1993
 JU4426
 JU4426  HISTORY     - Date     Condition        Report By
 JU4426  HISTORY     - 1991     MONUMENTED       NJHA
 JU4426  HISTORY     - 19930611 GOOD
 JU4426
 JU4426                          STATION DESCRIPTION
 JU4426
 JU4426'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 JU4426'THE STATION IS LOCATED IN THE CITY OF SOMERS POINT ON THE WEST SIDE OF
 JU4426'THE GARDEN STATE PARKWAY SOUTHBOUND LANES IN A GRASS AREA BEHIND
 JU4426'BULKHEAD AT THE NORTH END OF THE BRIDGE OVER GREAT EGG HARBOR BAY, AT
 JU4426'ABOUT MILEPOINT 28.13.  THE STATION, SET FLUSH WITH THE GROUND AT THE
 JU4426'SOUTH END OF DRAG ISLAND, IS 19.1 FT (5.8 M) WEST FROM THE SOLID
 JU4426'WHITE LINE AT THE WEST EDGE OF THE SOUTHBOUND LANES, 16.6 FT (5.1 M)
 JU4426'WEST FROM THE BACK OF GUIDE RAIL AT THE WEST EDGE OF THE SOUTHBOUND
 JU4426'ROADWAYS, 20.0 FT (6.1 M) WEST NORTHWEST FROM AN X CUT NEAR THE NORTH
 JU4426'END OF THE NORTHWEST PARAPET WALL, 53.0 FT (16.2 M) EAST NORTHEAST
 JU4426'FROM THE SOUTHWEST CORNER OF WOOD SHEET BULKHEAD AT THE EDGE OF THE
 JU4426'BAY.
 JU4426
 JU4426                          STATION RECOVERY (1993)
 JU4426
 JU4426'RECOVERED 1993
 JU4426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0866 ***********************************************************************
 KV0866  DESIGNATION -  BAY AZ MK
 KV0866  PID         -  KV0866
 KV0866  STATE/COUNTY-  NJ/OCEAN
 KV0866  USGS QUAD   -  POINT PLEASANT (1989)
 KV0866
 KV0866                         *CURRENT SURVEY CONTROL
 KV0866  ___________________________________________________________________
 KV0866* NAD 83(1996)-  40 01 09.79121(N)    074 03 24.32273(W)     ADJUSTED  
 KV0866* NAVD 88     -         1.305  (meters)       4.28   (feet)  ADJUSTED  
 KV0866  ___________________________________________________________________
 KV0866  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 KV0866  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV0866  DYNAMIC HT  -           1.304 (meters)       4.28  (feet)  COMP
 KV0866  MODELED GRAV-     980,160.4   (mgal)                       NAVD 88
 KV0866
 KV0866  HORZ ORDER  -  SECOND
 KV0866  VERT ORDER  -  FIRST     CLASS I
 KV0866
 KV0866.The horizontal coordinates were established by classical geodetic methods
 KV0866.and adjusted by the National Geodetic Survey in September 1999..
 KV0866
 KV0866.The orthometric height was determined by differential leveling
 KV0866.and adjusted by the National Geodetic Survey in June 1991..
 KV0866
 KV0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0866
 KV0866.The geoid height was determined by GEOID03.
 KV0866
 KV0866.The dynamic height is computed by dividing the NAVD 88
 KV0866.geopotential number by the normal gravity value computed on the
 KV0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0866.degrees latitude (g = 980.6199 gals.).
 KV0866
 KV0866.The modeled gravity was interpolated from observed gravity values.
 KV0866
 KV0866;                    North         East     Units Scale Factor Converg.
 KV0866;SPC NJ       -   131,760.875   187,835.864   MT  0.99991762   +0 17 06.1
 KV0866;SPC NJ       -   432,285.47    616,258.16   sFT  0.99991762   +0 17 06.1
 KV0866;UTM  18      - 4,430,335.010   580,492.861   MT  0.99967976   +0 36 23.7
 KV0866
 KV0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0866!SPC NJ       -   1.00000498  x   0.99991762  =   0.99992260
 KV0866!UTM  18      -   1.00000498  x   0.99967976  =   0.99968474
 KV0866
 KV0866:                Primary Azimuth Mark                     Grid Az
 KV0866:SPC NJ       -  BAY                                      274 12 22.5
 KV0866:UTM  18      -  BAY                                      273 53 04.9
 KV0866
 KV0866|---------------------------------------------------------------------|
 KV0866| PID    Reference Object                     Distance      Geod. Az  |
 KV0866|                                                           dddmmss.s |
 KV0866| KV0868 BAY                                 445.495 METERS 2742928.6 |
 KV0866|---------------------------------------------------------------------|
 KV0866
 KV0866                          SUPERSEDED SURVEY CONTROL
 KV0866
 KV0866  NAD 83(1986)-  40 01 09.78295(N)    074 03 24.32019(W) AD(       ) 2
 KV0866  NAD 27      -  40 01 09.36030(N)    074 03 25.83150(W) AD(       ) 2
 KV0866  NGVD 29 (04/16/92)    1.656  (m)            5.43   (f) ADJUSTED    1 1
 KV0866
 KV0866.Superseded values are not recommended for survey control.
 KV0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0866.See file dsdata.txt to determine how the superseded data were derived.
 KV0866
 KV0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8049330335(NAD 83)
 KV0866_MARKER: DZ = AZIMUTH MARK DISK
 KV0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0866_STAMPING: BAY 1962
 KV0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0866+STABILITY: SURFACE MOTION
 KV0866
 KV0866  HISTORY     - Date     Condition        Report By
 KV0866  HISTORY     - 1962     MONUMENTED       CGS
 KV0866  HISTORY     - 1964     GOOD             CGS
 KV0866  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0866  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV0866
 KV0866                          STATION DESCRIPTION
 KV0866
 KV0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KV0866'STATION BAY IS ABOUT 3-1/2 MILES NORTH OF LAVALLETTE, ABOUT 5-3/4
 KV0866'MILES SOUTH OF MANASQUAN INLET, IN SOUTH MANTOLOKING BEACH, AND
 KV0866'ON ROAD RIGHT-OF-WAY PROPERTY.  IT IS 41 FEET NORTHWEST OF THE
 KV0866'CENTER OF A ROAD CURVE, 8 FEET NORTHEAST OF THE NORTH END OF A
 KV0866'WOODEN GUARD RAIL, 7 FEET EAST OF A POWER POLE WITH A TRIANGULAR
 KV0866'BLAZE ON THE EAST SIDE, AND 7 FEET EAST OF A WITNESS POST.  THE
 KV0866'MONUMENT IS FLUSH AND THE DISK IS STAMPED BAY 1962.
 KV0866'
 KV0866'TO REACH FROM THE POST OFFICE IN LAVALLETTE, GO NORTH ON GRAND
 KV0866'CENTRAL AVE. (STATE ROAD 35) FOR 0.9 MILE TO A CROSSROAD.  CONTINUE
 KV0866'NORTH ON STATE ROAD 35 FOR 2.3 MILES TO A CROSSROAD.  TURN LEFT
 KV0866'AND GO WEST ON BAY LANE FOR ABOUT 200 FEET TO A CROSSROAD (SOUTH
 KV0866'BOUND LANE OF STATE ROAD 35), AND THE AZIMUTH MARK IN THE
 KV0866'SOUTHWEST ANGLE OF THE INTERSECTION.
 KV0866'
 KV0866'THE AZIMUTH MARK IS 54 FEET WEST OF THE CENTERLINE OF STATE ROAD
 KV0866'35 (SOUTH BOUND LANE), 19 FEET SOUTH OF THE CENTERLINE OF BAY LANE,
 KV0866'17 FEET WEST OF A POWER POLE, AND 7 FEET WEST OF A WITNESS
 KV0866'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 KV0866'BAY 1962.
 KV0866
 KV0866                          STATION RECOVERY (1964)
 KV0866
 KV0866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0866'1.3 MI N FROM NORMANDY BEACH.
 KV0866'1.25 MILES NORTH ALONG OCEAN BOULDVARD (STATE HIGHWAY 35) FROM
 KV0866'THE POST OFFICE AT NORMANDY BEACH, THENCE 0.05 MILE WEST ALONG
 KV0866'BAY LANE, 54.5 FEET WEST OF THE CENTER LINE OF THE SOUTH-BOUND
 KV0866'LANE OF THE BOULEVARD, 18 FEET SOUTH OF THE CENTER LINE OF THE
 KV0866'LANE, 30 FEET NORTH-NORTHWEST OF CABLE LINE POLE 469 SUPPORTING
 KV0866'A STREET LIGHT, 16 1/2 FEET WEST OF POWER LINE POLE 528, ABOUT
 KV0866'LEVEL WITH THE LANE AND SET IN THE TOP OF A CONCRETE POST
 KV0866'PROJECTING 0.1 FOOT.
 KV0866
 KV0866                          STATION RECOVERY (1987)
 KV0866
 KV0866'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0866'MARK NOT FOUND.
 KV0866
 KV0866                          STATION RECOVERY (1990)
 KV0866
 KV0866'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0866'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0853 ***********************************************************************
 KV0853  DESIGNATION -  BAY HEAD
 KV0853  PID         -  KV0853
 KV0853  STATE/COUNTY-  NJ/OCEAN
 KV0853  USGS QUAD   -  POINT PLEASANT (1989)
 KV0853
 KV0853                         *CURRENT SURVEY CONTROL
 KV0853  ___________________________________________________________________
 KV0853* NAD 83(1996)-  40 04 01.58040(N)    074 02 38.33256(W)     ADJUSTED  
 KV0853* NAVD 88     -         2.392  (meters)       7.85   (feet)  ADJUSTED  
 KV0853  ___________________________________________________________________
 KV0853  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 KV0853  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV0853  DYNAMIC HT  -           2.391 (meters)       7.84  (feet)  COMP
 KV0853  MODELED GRAV-     980,158.1   (mgal)                       NAVD 88
 KV0853
 KV0853  HORZ ORDER  -  FIRST
 KV0853  VERT ORDER  -  FIRST     CLASS I
 KV0853
 KV0853.The horizontal coordinates were established by classical geodetic methods
 KV0853.and adjusted by the National Geodetic Survey in September 1999..
 KV0853
 KV0853.The orthometric height was determined by differential leveling
 KV0853.and adjusted by the National Geodetic Survey in June 1991..
 KV0853
 KV0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0853
 KV0853.The geoid height was determined by GEOID03.
 KV0853
 KV0853.The dynamic height is computed by dividing the NAVD 88
 KV0853.geopotential number by the normal gravity value computed on the
 KV0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0853.degrees latitude (g = 980.6199 gals.).
 KV0853
 KV0853.The modeled gravity was interpolated from observed gravity values.
 KV0853
 KV0853;                    North         East     Units Scale Factor Converg.
 KV0853;SPC NJ       -   137,064.403   188,899.233   MT  0.99991862   +0 17 36.7
 KV0853;SPC NJ       -   449,685.46    619,746.90   sFT  0.99991862   +0 17 36.7
 KV0853;UTM  18      - 4,435,643.165   581,526.189   MT  0.99968182   +0 36 55.5
 KV0853
 KV0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0853!SPC NJ       -   1.00000481  x   0.99991862  =   0.99992343
 KV0853!UTM  18      -   1.00000481  x   0.99968182  =   0.99968663
 KV0853
 KV0853:                Primary Azimuth Mark                     Grid Az
 KV0853:SPC NJ       -  AVON WATER TANK                          007 13 46.9
 KV0853:UTM  18      -  AVON WATER TANK                          006 54 28.1
 KV0853
 KV0853|---------------------------------------------------------------------|
 KV0853| PID    Reference Object                     Distance      Geod. Az  |
 KV0853|                                                           dddmmss.s |
 KV0853| KV5145 AVON WATER TANK                     APPROX.14.2 KM 0073123.6 |
 KV0853| CB5675 BAY HEAD RM 1                        22.631 METERS 11600     |
 KV0853| CB5677 BAY HEAD RM 4                                      17142     |
 KV0853| JU2581 NORMANDY BEACH WATER TANK           APPROX. 7.8 KM 1914615.4 |
 KV0853| JU2587 LAVALLETTE STANDPIPE                APPROX.11.2 KM 1920753.8 |
 KV0853| JU2658 ISLAND HEIGHTS STANDPIPE            APPROX.16.3 KM 2122814.9 |
 KV0853| KV0852 BAY HEAD RM 2                        33.357 METERS 25725     |
 KV0853| CB5676 BAY HEAD RM 3 AZIMUTH                              2815418.3 |
 KV0853| KV0851 2205 NJGS                            34.988 METERS 28155     |
 KV0853| KV5287 POINT PLEASANT NEW WEST TANK        APPROX. 2.7 KM 3053457.4 |
 KV0853| KV5284 POINT PLEASANT NEW EAST TANK        APPROX. 2.5 KM 3140838.2 |
 KV0853| KV5270 BAY HEAD WATER TANK                 196.809 METERS 32837     |
 KV0853| KV5224 BRIELLE WATER TANK                  APPROX. 5.3 KM 3431040.5 |
 KV0853| KV5218 MANASQUAN WATER TANK                APPROX. 6.0 KM 3491417.0 |
 KV0853| KV5278 POINT PLEASANT MUNICIPAL TANK       APPROX. 2.1 KM 3533107.8 |
 KV0853| KV5277 POINT PLEASANT NJ POWER MAST        APPROX. 2.3 KM 3535717.6 |
 KV0853| KV5279 POINT PLEASANT STANDPIPE            APPROX. 2.3 KM 3542345.5 |
 KV0853| KV5177 SPRING LAKE WEST TANK               APPROX. 9.2 KM 3554717.0 |
 KV0853|---------------------------------------------------------------------|
 KV0853
 KV0853                          SUPERSEDED SURVEY CONTROL
 KV0853
 KV0853  NAD 83(1986)-  40 04 01.57493(N)    074 02 38.32822(W) AD(       ) 1
 KV0853  NAD 27      -  40 04 01.15900(N)    074 02 39.83520(W) AD(       ) 1
 KV0853  NGVD 29 (04/16/92)    2.734  (m)            8.97   (f) ADJUSTED    1 1
 KV0853
 KV0853.Superseded values are not recommended for survey control.
 KV0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0853.See file dsdata.txt to determine how the superseded data were derived.
 KV0853
 KV0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8152635643(NAD 83)
 KV0853_MARKER: DS = TRIANGULATION STATION DISK
 KV0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0853_STAMPING: BAY HEAD 1932
 KV0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0853+STABILITY: SURFACE MOTION
 KV0853
 KV0853  HISTORY     - Date     Condition        Report By
 KV0853  HISTORY     - 1932     MONUMENTED       CGS
 KV0853  HISTORY     - 1934     GOOD             CGS
 KV0853  HISTORY     - 1936     GOOD             NJGS
 KV0853  HISTORY     - 1951     GOOD             CGS
 KV0853  HISTORY     - 1956     MARK NOT FOUND   CGS
 KV0853  HISTORY     - 1962     GOOD             CGS
 KV0853  HISTORY     - 1962     MARK NOT FOUND   CGS
 KV0853  HISTORY     - 1964     GOOD             CGS
 KV0853  HISTORY     - 1964     GOOD             CGS
 KV0853  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV0853  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0853  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0853  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV0853
 KV0853                          STATION DESCRIPTION
 KV0853
 KV0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 KV0853'STATION IS LOCATED ON THE GROUNDS OF THE BAY HEAD COAST GUARD
 KV0853'STATION, 25.25 FEET S OF SW CORNER OF THE COAST GUARD STATION HOUSE,
 KV0853'ABOUT 45 YARDS E OF MAIN AVENUE.
 KV0853'
 KV0853'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 KV0853'BRONZE DISKS SET IN CONCRETE.
 KV0853'
 KV0853'REFERENCE MARK NO.1 IS SET IN THE CONCRETE BASE OF THE
 KV0853'FLAGMAST, AT THE SW LEG OF THE MAST, 74.25 FEET E OF STATION.
 KV0853'
 KV0853'REFERENCE MARK NO.2 IS SET AT THE SW CORNER OF THE COAST
 KV0853'GUARD STATION GROUNDS, 109.5 FEET WSW OF STATION.
 KV0853'
 KV0853'REFERENCE MARK NO.3 IS APPROXIMATELY 500 METERS W OF STATION,
 KV0853'ON THE W SIDE OF RAILROAD AVENUE ABOUT 60 METERS N OF WHERE
 KV0853'RAILROAD AVENUE TURNS W, ABOUT 9 METERS W OF CENTER LINE OF
 KV0853'PAVEMENT.
 KV0853'
 KV0853'HEIGHT OF SIGNAL ABOVE STATION MARK - 31 METERS.
 KV0853
 KV0853                          STATION RECOVERY (1934)
 KV0853
 KV0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV0853'RECOVERED AS DESCRIBED.  STATION AND REFERENCE MARKS IN GOOD
 KV0853'CONDITION.  ORIGINAL DESCRIPTION ADEQUATE AND CORRECT.  A 75-FOOT
 KV0853'STRUCTURE NEEDED TO SEE ALL STATIONS.
 KV0853
 KV0853                          STATION RECOVERY (1936)
 KV0853
 KV0853'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 KV0853'RECOVERED AS DESCRIBED IN GOOD CONDITION.  SIGHT TO REFERENCE
 KV0853'MARK NO.3 (AZIMUTH MARK) FROM THE GROUND IS OBSTRUCTED BY A
 KV0853'HIGH WILLOW HEDGE ALONG THE LINE.  RELOCATION OF AZIMUTH MARK
 KV0853'A SHORT DISTANCE N OF PRESENT LOCATION WOULD PROVIDE A CLEAR
 KV0853'SIGHT.
 KV0853
 KV0853                          STATION RECOVERY (1951)
 KV0853
 KV0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV0853'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 KV0853'CONDITION.  THE DISTANCE TO REFERENCE MARKS 1 AND 2 WAS
 KV0853'MEASURED WITH A STEEL TAPE AND FOUND TO BE CORRECT.  REFERENCE
 KV0853'MARK 3 WAS NOT FOUND AFTER A THIRTY-MINUTE SEARCH BY A TWO-MAN
 KV0853'PARTY.  A SOFT BALL DIAMOND HAS BEEN CONSTRUCTED AT ITS
 KV0853'LOCATION AND IT IS PROBABLY BURIED BENEATH THE GRASS.  THE
 KV0853'REFERENCES IN THE PUBLISHED DESCRIPTION ARE INADEQUATE FOR
 KV0853'ITS RECOVERY AND THE ANGLE FROM THE STATION COULD NOT BE
 KV0853'OBSERVED DUE TO BUILDING OBSTRUCTIONS.  THE PUBLISHED
 KV0853'DESCRIPTION IS ADEQUATE AND CORRECT WITH THE FOLLOWING
 KV0853'EXCEPTIONS--COAST GUARD STATION HOUSE HAS BEEN RAZED AND
 KV0853'THE FLAG MAST MOVED TO A NEW LOCATION.  THE BASE OF THE OLD
 KV0853'MAST IS STILL IN GOOD CONDITION.  THE STATION IS 77.5
 KV0853'FEET NW OF THE NW LEG OF THE FLAG MAST AND 62.8 FEET NE OF
 KV0853'THE NE CORNER OF A GRAY TWO-STORY HOUSE.
 KV0853
 KV0853                          STATION RECOVERY (1956)
 KV0853
 KV0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JHB)
 KV0853'STATION AND REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED.  REFERENCE
 KV0853'MARK 3 WAS NOT SEARCHED FOR.
 KV0853'
 KV0853'THE COAST GUARD STATION IS ABANDONED AND ON THIS DATE (MARCH
 KV0853'30) IS IN THE PROCESS OF BEING RAZED.  HOMES ARE BEING ERECTED
 KV0853'ON THIS PROPERTY.
 KV0853
 KV0853                          STATION RECOVERY (1962)
 KV0853
 KV0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV0853'THE STATION AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 KV0853'GOOD CONDITION.  REFERENCE MARKS 1 AND 3 WERE SEARCHED FOR
 KV0853'BUT COULD NOT BE FOUND AND SHOULD BE CONSIDERED LOST.  THE OLD
 KV0853'COAST GUARD STATION IS GONE.  A NEW REFERENCE MARK 4 WAS
 KV0853'ESTABLISHED AT THIS TIME.  A SHORTER DISTANCE OF 0.06 OF A
 KV0853'FOOT WAS FOUND TO REFERENCE MARK 2 BUT THE DIRECTION CHECKED.
 KV0853'
 KV0853'A NEW DESCRIPTION FOLLOWS--
 KV0853'
 KV0853'THE STATION IS LOCATED IN THE BACK YARD AT 544 EAST AVENUE, ON
 KV0853'THE PROPERTY OF MR. WILLIAM G. HARBISON AND IS IN THE TOWN
 KV0853'OF BAY HEAD.  IT IS 54 FEET SOUTH OF A WOODEN FENCE, 46 FEET
 KV0853'NORTH OF A T-FENCE CORNER, 38 FEET WEST-SOUTHWEST OF THE
 KV0853'SOUTHWEST CORNER OF A HOUSE AT 542 EAST AVENUE AND 34 FEET
 KV0853'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE AT 544
 KV0853'EAST AVENUE.  THE MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK
 KV0853'IS STAMPED BAY HEAD 1932.
 KV0853'
 KV0853'REFERENCE MARK 2 IS 37.6 FEET EAST OF THE CENTERLINE OF MAIN
 KV0853'AVENUE, 15 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE
 KV0853'AND 3 FEET EAST OF A WOODEN FENCE.  THE MONUMENT IS 2 INCHES
 KV0853'UNDERGROUND AND THE DISK IS STAMPED BAY HEAD NO 2 1932.
 KV0853'
 KV0853'2205 (N.J. GEOD. S.) IS A U.S. COAST AND GEODETIC AND STATE
 KV0853'SURVEY DISK STAMPED 2205, SET IN THE TOP OF A CONCRETE POST
 KV0853'THAT IS 8 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND.  IT
 KV0853'IS 23.5 FEET EAST OF THE CENTERLINE OF MAIN AVENUE, 11 FEET
 KV0853'WEST OF A WOODEN FENCE, 4 FEET EAST OF THE EAST CURB ON MAIN
 KV0853'AVENUE AND 2 FEET WEST OF THE WEST EDGE OF A SIDEWALK.
 KV0853'
 KV0853'REFERENCE MARK 4 IS 35 FEET SOUTHEAST OF THE CENTERLINE OF A
 KV0853'T-STREET FORMED BY EAST AVENUE AND CHADWICK STREET, 9 FEET SOUTH
 KV0853'OF THE CENTERLINE OF A DRIVEWAY, 1 FOOT NORTH OF A WITNESS POST AND
 KV0853'1 FOOT WEST OF A BRICK AND WOOD FENCE.  THE MONUMENT IS FLUSH
 KV0853'AND THE DISK IS STAMPED BAY HEAD NO 4 1932.
 KV0853'
 KV0853'TO REACH REFERENCE MARK 4 FROM THE FRONT OF THE HOUSE AT 544
 KV0853'EAST AVENUE, GO SOUTH ON EAST AVENUE FOR 0.05 MILE TO A SIDE
 KV0853'STREET RIGHT (CHADWICK STREET) AND THE MARK ON THE LEFT.
 KV0853'
 KV0853'HEIGHT OF LIGHT ABOVE STATION MARK 30.00 METERS.
 KV0853
 KV0853                          STATION RECOVERY (1962)
 KV0853
 KV0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV0853'NOT RECOVERED.  THE COAST GUARD PROPERTY HAS BEEN SUBDIVIDED
 KV0853'AND BUILT UP.  MUCH TIME WAS SPENT HERE WITH THE ASSISTANCE
 KV0853'OF LOCAL PERSONS, WITHOUT RESULTS.  RM 3 COULD NOT BE FOUND
 KV0853'ALONG THE EDGE OF THE BALL PARK AT CLUB DRIVE, AS OLD RAILROAD
 KV0853'AVENUE WAS RENAMED.
 KV0853
 KV0853                          STATION RECOVERY (1964)
 KV0853
 KV0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RG)
 KV0853'THE STATION, RM 2 AND RM 4 WERE RECOVERED IN GOOD CONDITION.
 KV0853'
 KV0853'THE STATION IS LOCATED AT BAY HEAD, ABOUT 0.15 MILE EAST ALONG
 KV0853'BRIDGE AVENUE FROM THE POST OFFICE, THENCE 0.2 MILE SOUTH
 KV0853'ALONG MAIN AVENUE (STATE HIGHWAY 35), IN THE BACK YARD OF A
 KV0853'RESIDENCE AT 544 EAST AVENUE, 138 FEET EAST OF THE CENTER LINE OF
 KV0853'STATE HIGHWAY 35, 118 FEET WEST OF THE CENTER LINE OF EAST
 KV0853'AVENUE, 38 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 KV0853'RESIDENCE AT 542 EAST AVENUE, 34 FEET WEST-NORTHWEST OF THE
 KV0853'NORTHWEST CORNER OF RESIDENCE AT 544 EAST AVENUE, 33.5 FEET
 KV0853'SOUTH OF THE SOUTHEAST CORNER OF AN ABANDONED CONCRETE
 KV0853'FOUNDATION, SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW THE
 KV0853'GROUND.
 KV0853'
 KV0853'RM 2 IS LOCATED 109.4 FEET WEST-SOUTHWEST OF THE STATION, 43
 KV0853'FEET NORTHEAST OF A FIRE HYDRANT, 37.6 FEET EAST OF THE CENTER
 KV0853'LINE OF MAIN AVENUE, 15 FEET NORTHWEST OF THE NORTHWEST
 KV0853'CORNER OF THE RESIDENCE AT 553 EAST AVENUE, 3 FEET EAST OF A
 KV0853'WOODEN FENCE, SET IN THE TOP OF A CONCRETE POST 2 INCHES
 KV0853'BELOW THE LEVEL OF THE GROUND.
 KV0853'
 KV0853'RM 4 IS LOCATED IN FRONT OF A RESIDENCE AT 609 EAST AVENUE,
 KV0853'35 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF CHADWICK
 KV0853'STREET AND EAST AVENUE, 50 FEET NORTH OF POWER POLE 40031, 45
 KV0853'FEET EAST-SOUTHEAST AND ACROSS THE AVENUE FROM A FIRE HYDRANT,
 KV0853'18.5 FEET EAST OF THE CENTER LINE OF EAST AVENUE, 9 FEET SOUTH
 KV0853'OF THE NORTH ENTRANCE TO THE HOUSE, 0.5 FOOT EAST OF THE EAST
 KV0853'EDGE OF THE SIDEWALK, 1.0 FOOT NORTH OF A METAL WITNESS POST,
 KV0853'ABOUT LEVEL WITH EAST AVENUE AND SET IN THE TOP OF A CONCRETE
 KV0853'POST FLUSH WITH THE GROUND.
 KV0853
 KV0853                          STATION RECOVERY (1964)
 KV0853
 KV0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0853'AT BAY HEAD.
 KV0853'AT BAY HEAD, ABOUT 0.15 MILE EAST ALONG BRIDGE AVENUE FROM THE
 KV0853'POST OFFICE, THENCE 0.2 MILE SOUTH ALONG MAIN AVE. (STATE
 KV0853'HIGHWAY 35), IN THE BACK YARD OF A RESIDENCE AT 544 EAST AVENUE,
 KV0853'138 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 35, 118 FEET
 KV0853'WEST OF THE CENTER LINE OF EAST AVENUE, 38 FEET WEST-SOUTHWEST OF
 KV0853'THE SOUTHWEST CORNER OF THE RESIDENT AT 542 EAST AVE, 34 FEET
 KV0853'WEST-NORTHWEST OF THE NORTHWEST CORNER OF RESIDENT AT 544 EAST
 KV0853'AVENUE, 33.5 FEET SOUTH OF THE SOUTHEAST CORNER OF AN ABANDONED
 KV0853'CONCRETE FOUNDATION, SET IN THE TOP OF A CONCRETE POST 2 INCHES
 KV0853'BELOW THE LEVEL OF GROUND.
 KV0853
 KV0853                          STATION RECOVERY (1984)
 KV0853
 KV0853'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV0853'STATION FOUND LOST.
 KV0853'
 KV0853'A SWIMMING POOL HAS BEEN CONSTRUCTED OVER THE SPOT WHERE THE STATION
 KV0853'WAS LOCATED.
 KV0853'
 KV0853'RM 4 FOUND IN GOOD CONDITION.
 KV0853'
 KV0853'RM 2 NOT FOUND AS SUCH, BUT A MONUMENT 6 INCHES X 6 INCHES WITH A
 KV0853'NAIL CENTERED IN IT WAS FOUND IN THE LAWN IN THE LOCATION DESCRIBED
 KV0853'FOR RM 2.
 KV0853
 KV0853                          STATION RECOVERY (1987)
 KV0853
 KV0853'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0853'MARK NOT FOUND.
 KV0853
 KV0853                          STATION RECOVERY (1987)
 KV0853
 KV0853'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0853'MARK NOT FOUND.
 KV0853
 KV0853                          STATION RECOVERY (1990)
 KV0853
 KV0853'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0852 ***********************************************************************
 KV0852  DESIGNATION -  BAY HEAD RM 2
 KV0852  PID         -  KV0852
 KV0852  STATE/COUNTY-  NJ/OCEAN
 KV0852  USGS QUAD   -  POINT PLEASANT (1989)
 KV0852
 KV0852                         *CURRENT SURVEY CONTROL
 KV0852  ___________________________________________________________________
 KV0852* NAD 83(1986)-  40 04 01.     (N)    074 02 37.     (W)     SCALED    
 KV0852* NAVD 88     -         1.620  (meters)       5.32   (feet)  ADJUSTED  
 KV0852  ___________________________________________________________________
 KV0852  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV0852  DYNAMIC HT  -           1.619 (meters)       5.31  (feet)  COMP
 KV0852  MODELED GRAV-     980,158.1   (mgal)                       NAVD 88
 KV0852
 KV0852  VERT ORDER  -  FIRST     CLASS I
 KV0852
 KV0852.The horizontal coordinates were scaled from a topographic map and have
 KV0852.an estimated accuracy of +/- 6 seconds.
 KV0852
 KV0852.The orthometric height was determined by differential leveling
 KV0852.and adjusted by the National Geodetic Survey in June 1991..
 KV0852
 KV0852.The geoid height was determined by GEOID03.
 KV0852
 KV0852.The dynamic height is computed by dividing the NAVD 88
 KV0852.geopotential number by the normal gravity value computed on the
 KV0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0852.degrees latitude (g = 980.6199 gals.).
 KV0852
 KV0852.The modeled gravity was interpolated from observed gravity values.
 KV0852
 KV0852;                    North         East    Units  Estimated Accuracy
 KV0852;SPC NJ       -   137,050.      188,930.      MT  (+/- 180 meters Scaled)
 KV0852
 KV0852                          SUPERSEDED SURVEY CONTROL
 KV0852
 KV0852  NGVD 29 (04/16/92)    1.961  (m)            6.43   (f) ADJUSTED    1 1
 KV0852
 KV0852.Superseded values are not recommended for survey control.
 KV0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0852.See file dsdata.txt to determine how the superseded data were derived.
 KV0852
 KV0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK815356(NAD 83)
 KV0852_MARKER: DR = REFERENCE MARK DISK
 KV0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0852_STAMPING: BAY HEAD NO 2 1932
 KV0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0852+STABILITY: SURFACE MOTION
 KV0852
 KV0852  HISTORY     - Date     Condition        Report By
 KV0852  HISTORY     - 1932     MONUMENTED       CGS
 KV0852  HISTORY     - 1964     GOOD             CGS
 KV0852  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV0852  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0852  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0852  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0852  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV0852
 KV0852                          STATION DESCRIPTION
 KV0852
 KV0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0852'AT BAY HEAD.
 KV0852'AT BAY HEAD, ABOUT 0.15 MILE EAST ALONG BRIDGE AVENUE FROM THE
 KV0852'POST OFFICE THENCE 0.2 MILE SOUTH ALONG MAIN AVENUE (STATE
 KV0852'HIGHWAY 35), 109.4 FEET WEST-SOUTHWEST OF THE STATION, 43 FEET
 KV0852'NORTHEAST OF A FIRE HYDRANT, 37.6 FEET EAST OF THE CENTER LINE OF
 KV0852'MAIN AVENUE, 15 FEET NORTHWEST OF THE NORTHWEST CORNER OF RESIDENCE
 KV0852'AT 553 EAST AVENUE, 3 FEET EAST OF A WOODEN FENCE, SET IN THE TOP
 KV0852'OF A CONCRETE POST 2 INCHES BELOW THE LEVEL OF THE GROUND.
 KV0852
 KV0852                          STATION RECOVERY (1984)
 KV0852
 KV0852'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0852'MARK NOT FOUND.
 KV0852
 KV0852                          STATION RECOVERY (1987)
 KV0852
 KV0852'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEK)
 KV0852'MARK NOT FOUND.
 KV0852
 KV0852                          STATION RECOVERY (1987)
 KV0852
 KV0852'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0852'MARK NOT FOUND.
 KV0852
 KV0852                          STATION RECOVERY (1987)
 KV0852
 KV0852'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0852'MARK NOT FOUND.
 KV0852
 KV0852                          STATION RECOVERY (1990)
 KV0852
 KV0852'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0854 ***********************************************************************
 KV0854  DESIGNATION -  BAY HEAD RM 4
 KV0854  PID         -  KV0854
 KV0854  STATE/COUNTY-  NJ/OCEAN
 KV0854  USGS QUAD   -  POINT PLEASANT (1989)
 KV0854
 KV0854                         *CURRENT SURVEY CONTROL
 KV0854  ___________________________________________________________________
 KV0854* NAD 83(1986)-  40 03 59.     (N)    074 02 41.     (W)     SCALED    
 KV0854* NAVD 88     -         2.202  (meters)       7.22   (feet)  ADJUSTED  
 KV0854  ___________________________________________________________________
 KV0854  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV0854  DYNAMIC HT  -           2.201 (meters)       7.22  (feet)  COMP
 KV0854  MODELED GRAV-     980,158.1   (mgal)                       NAVD 88
 KV0854
 KV0854  VERT ORDER  -  FIRST     CLASS I
 KV0854
 KV0854.The horizontal coordinates were scaled from a topographic map and have
 KV0854.an estimated accuracy of +/- 6 seconds.
 KV0854
 KV0854.The orthometric height was determined by differential leveling
 KV0854.and adjusted by the National Geodetic Survey in June 1991..
 KV0854
 KV0854.The geoid height was determined by GEOID03.
 KV0854
 KV0854.The dynamic height is computed by dividing the NAVD 88
 KV0854.geopotential number by the normal gravity value computed on the
 KV0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0854.degrees latitude (g = 980.6199 gals.).
 KV0854
 KV0854.The modeled gravity was interpolated from observed gravity values.
 KV0854
 KV0854;                    North         East    Units  Estimated Accuracy
 KV0854;SPC NJ       -   136,980.      188,840.      MT  (+/- 180 meters Scaled)
 KV0854
 KV0854                          SUPERSEDED SURVEY CONTROL
 KV0854
 KV0854  NGVD 29 (04/16/92)    2.546  (m)            8.35   (f) ADJUSTED    1 1
 KV0854
 KV0854.Superseded values are not recommended for survey control.
 KV0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0854.See file dsdata.txt to determine how the superseded data were derived.
 KV0854
 KV0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK814355(NAD 83)
 KV0854_MARKER: DR = REFERENCE MARK DISK
 KV0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0854_STAMPING: BAY HEAD NO 4 1932
 KV0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0854+STABILITY: SURFACE MOTION
 KV0854
 KV0854  HISTORY     - Date     Condition        Report By
 KV0854  HISTORY     - 1932     MONUMENTED       CGS
 KV0854  HISTORY     - 1964     GOOD             CGS
 KV0854  HISTORY     - 1974     GOOD             USGS
 KV0854  HISTORY     - 1987     GOOD             USPSQD
 KV0854  HISTORY     - 1987     GOOD             USPSQD
 KV0854  HISTORY     - 1990     GOOD             USPSQD
 KV0854
 KV0854                          STATION DESCRIPTION
 KV0854
 KV0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0854'AT BAY HEAD.
 KV0854'AT BAY HEAD, ABOUT 0.15 MILE EAST ALONG BRIDGE AVENUE FROM THE
 KV0854'POST OFFICE, THENCE 0.25 MILE SOUTH ALONG MAIN AVENUE (STATE
 KV0854'HIGHWAY 35), THENCE 0.05 MILE EAST ALONG CHADWICK STREET, IN
 KV0854'FRONT OF A RESIDENCE AT 609 EAST AVENUE, 35 FEET SOUTHEAST OF
 KV0854'THE CENTER OF THE JUNCTION OF CHADWICK STREET AND EAST AVENUE,
 KV0854'50 FEET NORTH OF POWER LINE POLE 40031, 45 FEET EAST-SOUTHEAST
 KV0854'AND ACROSS THE AVENUE FROM A FIRE HYDRANT, 18.5 FEET EAST OF THE
 KV0854'CENTER LINE OF THE AVENUE, 9 FEET SOUTH OF THE NORTH ENTRANCE
 KV0854'TO THE HOUSE, 1.0 FOOT WEST OF A BRICK AND WOODEN FENCE IN
 KV0854'FRONT OF THE HOUSE, 0.5 FOOT EAST OF THE EAST EDGE OF THE
 KV0854'SIDEWALK, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 KV0854'WITH EAST AVENUE AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 KV0854'THE SURFACE OF THE GROUND.  NOTE-- MARK MAY ALSO BE REACHED BY
 KV0854'GOING 1.85 MILE NORTH ALONG MAIN AVENUE (STATE HIGHWAY 35)
 KV0854'FROM THE INTERSECTION OF COUNTY ROAD 528 AND STATE HIGHWAY
 KV0854'35, THENCE 0.05 MILE EAST ALONG CHADWICK STREET.
 KV0854
 KV0854                          STATION RECOVERY (1974)
 KV0854
 KV0854'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KV0854'RECOVERED IN GOOD CONDITION.
 KV0854
 KV0854                          STATION RECOVERY (1987)
 KV0854
 KV0854'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0854'RECOVERED IN GOOD CONDITION.
 KV0854
 KV0854                          STATION RECOVERY (1987)
 KV0854
 KV0854'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0854'RECOVERED IN GOOD CONDITION.
 KV0854
 KV0854                          STATION RECOVERY (1990)
 KV0854
 KV0854'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5270 ***********************************************************************
 KV5270  DESIGNATION -  BAY HEAD WATER TANK
 KV5270  PID         -  KV5270
 KV5270  STATE/COUNTY-  NJ/OCEAN
 KV5270  USGS QUAD   -  POINT PLEASANT (1989)
 KV5270
 KV5270                         *CURRENT SURVEY CONTROL
 KV5270  ___________________________________________________________________
 KV5270* NAD 83(1996)-  40 04 07.02801(N)    074 02 42.65717(W)     ADJUSTED  
 KV5270* NAVD 88     -                                                        
 KV5270  ___________________________________________________________________
 KV5270  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 KV5270  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV5270
 KV5270  HORZ ORDER  -  THIRD
 KV5270
 KV5270.The horizontal coordinates were established by classical geodetic methods
 KV5270.and adjusted by the National Geodetic Survey in September 1999..
 KV5270
 KV5270
 KV5270.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5270
 KV5270.The geoid height was determined by GEOID03.
 KV5270
 KV5270;                    North         East     Units Scale Factor Converg.
 KV5270;SPC NJ       -   137,231.885   188,795.903   MT  0.99991852   +0 17 34.0
 KV5270;SPC NJ       -   450,234.94    619,407.89   sFT  0.99991852   +0 17 34.0
 KV5270;UTM  18      - 4,435,810.024   581,421.944   MT  0.99968161   +0 36 52.8
 KV5270
 KV5270                          SUPERSEDED SURVEY CONTROL
 KV5270
 KV5270  NAD 83(1986)-  40 04 07.02303(N)    074 02 42.65322(W) AD(       ) 4
 KV5270  NAD 27      -  40 04 06.60700(N)    074 02 44.16000(W) AD(       ) 3
 KV5270
 KV5270.Superseded values are not recommended for survey control.
 KV5270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5270.See file dsdata.txt to determine how the superseded data were derived.
 KV5270
 KV5270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8142235810(NAD 83)
 KV5270_MARKER: 53 = ELEVATED TANK
 KV5270_SETTING: 0 = UNSPECIFIED SETTING
 KV5270_MARK LOGO: CGS   
 KV5270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5270+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1989
 KV5270
 KV5270  HISTORY     - Date     Condition        Report By
 KV5270  HISTORY     - 1962     FIRST OBSERVED   CGS
 KV5270  HISTORY     - 1962     GOOD             CGS
 KV5270  HISTORY     - 1984     GOOD             USPSQD
 KV5270  HISTORY     - 1987     GOOD             USPSQD
 KV5270  HISTORY     - 19890114 GOOD             NJGS
 KV5270
 KV5270                          STATION DESCRIPTION
 KV5270
 KV5270'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV5270'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  THE TANK IS
 KV5270'SET UP ON 4 LEGS WITH AN OVERALL HEIGHT OF 135 FEET, AND IS
 KV5270'PAINTED GREEN.
 KV5270'
 KV5270'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BAY HEAD, GO
 KV5270'EAST FOR 0.1 MILE ON BRIDGE AVENUE TO LAKE AVENUE.  TURN RIGHT
 KV5270'AND GO SOUTH FOR 0.1 MILE TO TANK ON LEFT.
 KV5270
 KV5270                          STATION RECOVERY (1962)
 KV5270
 KV5270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 KV5270'RECOVERED IN GOOD CONDITION.
 KV5270
 KV5270                          STATION RECOVERY (1984)
 KV5270
 KV5270'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5270'STATION RECOVERED GOOD.
 KV5270'
 KV5270'THE TOWER IS NOW PAINTED WHITE WITH BLACK AND BLUE TRIM IN THE FORM
 KV5270'OF WAVES.  THE LEGEND SAVE WATER IS ALSO PAINTED ON THE TANK.
 KV5270'
 KV5270'ALTERNATE DIRECTIONS - SOUTH ON RTE 35 IN BAYHEAD TO BRIDGE AVE
 KV5270'(TRAFFIC LIGHT) WEST ON BRIDGE AVE 1 BLOCK TO LAKE AVE, SOUTH ON
 KV5270'LAKE AVE .1 MILE TO TANK ON LEFT.
 KV5270
 KV5270                          STATION RECOVERY (1987)
 KV5270
 KV5270'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV5270'RECOVERED IN GOOD CONDITION.
 KV5270
 KV5270                          STATION RECOVERY (1989)
 KV5270
 KV5270'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV5270'THE STATION WAS RECOVERED AT THIS DATE IN GOOD CONDITION.  O REACH THE
 KV5270'WATER TANK FROM THE FIRE DEPARTMENT ON BRIDGE STREET IN BAY HEAD GO
 KV5270'EAST FOR 0.08 KM (0.13 MI) TO LAKE AVENUE, TURN RIGHT FOR 0.16 KM
 KV5270'(0.26 MI) TO THE TANK ON THE LEFT.  THE TANK IS NOW PAINTED WHITE AND
 KV5270'HAS SAVE WATER PAINTED ON THE SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0867 ***********************************************************************
 KV0867  DESIGNATION -  BAY RM 1
 KV0867  PID         -  KV0867
 KV0867  STATE/COUNTY-  NJ/OCEAN
 KV0867  USGS QUAD   -  POINT PLEASANT (1989)
 KV0867
 KV0867                         *CURRENT SURVEY CONTROL
 KV0867  ___________________________________________________________________
 KV0867* NAD 83(1986)-  40 01 10.     (N)    074 03 42.     (W)     SCALED    
 KV0867* NAVD 88     -         1.226  (meters)       4.02   (feet)  ADJUSTED  
 KV0867  ___________________________________________________________________
 KV0867  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV0867  DYNAMIC HT  -           1.225 (meters)       4.02  (feet)  COMP
 KV0867  MODELED GRAV-     980,160.3   (mgal)                       NAVD 88
 KV0867
 KV0867  VERT ORDER  -  FIRST     CLASS I
 KV0867
 KV0867.The horizontal coordinates were scaled from a topographic map and have
 KV0867.an estimated accuracy of +/- 6 seconds.
 KV0867
 KV0867.The orthometric height was determined by differential leveling
 KV0867.and adjusted by the National Geodetic Survey in June 1991..
 KV0867
 KV0867.The geoid height was determined by GEOID03.
 KV0867
 KV0867.The dynamic height is computed by dividing the NAVD 88
 KV0867.geopotential number by the normal gravity value computed on the
 KV0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0867.degrees latitude (g = 980.6199 gals.).
 KV0867
 KV0867.The modeled gravity was interpolated from observed gravity values.
 KV0867
 KV0867;                    North         East    Units  Estimated Accuracy
 KV0867;SPC NJ       -   131,770.      187,420.      MT  (+/- 180 meters Scaled)
 KV0867
 KV0867                          SUPERSEDED SURVEY CONTROL
 KV0867
 KV0867  NGVD 29 (04/16/92)    1.577  (m)            5.17   (f) ADJUSTED    1 1
 KV0867
 KV0867.Superseded values are not recommended for survey control.
 KV0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0867.See file dsdata.txt to determine how the superseded data were derived.
 KV0867
 KV0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK800303(NAD 83)
 KV0867_MARKER: DR = REFERENCE MARK DISK
 KV0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0867_STAMPING: BAY NO 1 1962
 KV0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0867+STABILITY: SURFACE MOTION
 KV0867
 KV0867  HISTORY     - Date     Condition        Report By
 KV0867  HISTORY     - 1962     MONUMENTED       CGS
 KV0867  HISTORY     - 1964     GOOD             CGS
 KV0867  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0867  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0867  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV0867
 KV0867                          STATION DESCRIPTION
 KV0867
 KV0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0867'1.6 MI N FROM NORMANDY BEACH.
 KV0867'1.25 MILES NORTH ALONG OCEAN BOULEVARD (STATE HIGHWAY 35)
 KV0867'FROM THE POST OFFICE AT NORMANDY BEACH, THENCE 0.35 MILE WEST
 KV0867'ALONG BAY LANE, AT A POINT WHERE THE LANE CURVES, 93.5 FEET
 KV0867'NORTHWEST AND ACROSS THE LANE FROM THE NORTHWEST CORNER OF THE
 KV0867'HOUSE AT 19 BAY LANE, 81 FEET WEST OF POWER LINE POLE 2061, 32
 KV0867'FEET EAST OF THE NORTH CORNER OF A FENCE, 31 FEET EAST OF
 KV0867'POWER LINE POLE 2062, 19 FEET NORTH OF THE CENTER LINE OF THE LANE,
 KV0867'23.9 FEET EAST OF TRIANGULATION STATION BAY, 37.2 FEET NORTHEAST OF
 KV0867'BAY RM 2, ABOUT LEVEL WITH THE LANE AND SET IN THE TOP OF A
 KV0867'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 KV0867
 KV0867                          STATION RECOVERY (1987)
 KV0867
 KV0867'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0867'MARK NOT FOUND.
 KV0867
 KV0867                          STATION RECOVERY (1987)
 KV0867
 KV0867'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0867'MARK NOT FOUND.
 KV0867
 KV0867                          STATION RECOVERY (1990)
 KV0867
 KV0867'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0869 ***********************************************************************
 KV0869  DESIGNATION -  BAY RM 2
 KV0869  PID         -  KV0869
 KV0869  STATE/COUNTY-  NJ/OCEAN
 KV0869  USGS QUAD   -  POINT PLEASANT (1989)
 KV0869
 KV0869                         *CURRENT SURVEY CONTROL
 KV0869  ___________________________________________________________________
 KV0869* NAD 83(1986)-  40 01 10.     (N)    074 03 42.     (W)     SCALED    
 KV0869* NAVD 88     -         1.504  (meters)       4.93   (feet)  ADJUSTED  
 KV0869  ___________________________________________________________________
 KV0869  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV0869  DYNAMIC HT  -           1.503 (meters)       4.93  (feet)  COMP
 KV0869  MODELED GRAV-     980,160.3   (mgal)                       NAVD 88
 KV0869
 KV0869  VERT ORDER  -  FIRST     CLASS I
 KV0869
 KV0869.The horizontal coordinates were scaled from a topographic map and have
 KV0869.an estimated accuracy of +/- 6 seconds.
 KV0869
 KV0869.The orthometric height was determined by differential leveling
 KV0869.and adjusted by the National Geodetic Survey in June 1991..
 KV0869
 KV0869.The geoid height was determined by GEOID03.
 KV0869
 KV0869.The dynamic height is computed by dividing the NAVD 88
 KV0869.geopotential number by the normal gravity value computed on the
 KV0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0869.degrees latitude (g = 980.6199 gals.).
 KV0869
 KV0869.The modeled gravity was interpolated from observed gravity values.
 KV0869
 KV0869;                    North         East    Units  Estimated Accuracy
 KV0869;SPC NJ       -   131,770.      187,420.      MT  (+/- 180 meters Scaled)
 KV0869
 KV0869                          SUPERSEDED SURVEY CONTROL
 KV0869
 KV0869  NGVD 29 (04/16/92)    1.855  (m)            6.09   (f) ADJUSTED    1 1
 KV0869
 KV0869.Superseded values are not recommended for survey control.
 KV0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0869.See file dsdata.txt to determine how the superseded data were derived.
 KV0869
 KV0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK800303(NAD 83)
 KV0869_MARKER: DR = REFERENCE MARK DISK
 KV0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0869_STAMPING: BAY NO 2 1962
 KV0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0869+STABILITY: SURFACE MOTION
 KV0869
 KV0869  HISTORY     - Date     Condition        Report By
 KV0869  HISTORY     - 1962     MONUMENTED       CGS
 KV0869  HISTORY     - 1964     GOOD             CGS
 KV0869  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0869  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0869  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV0869
 KV0869                          STATION DESCRIPTION
 KV0869
 KV0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0869'1.6 MI N FROM NORMANDY BEACH.
 KV0869'1.25 MILES NORTH ALONG OCEAN BOULEVARD (STATE HIGHWAY 35) FROM
 KV0869'THE POST OFFICE AT NORMANDY BEACH, THENCE 0.35 MILE WEST ALONG
 KV0869'BAY LANE, AT A POINT WHERE THE LANE CURVES, ABOUT IN LINE WITH
 KV0869'THE EXTENDED CENTER LINE OF THE LANE, 108 FEET NORTHWEST AND
 KV0869'ACROSS THE LANE FROM THE NORTHWEST CORNER OF THE HOUSE AT 19
 KV0869'BAY LANE, 21 1/2 FEET SOUTH OF POWER LINE POLE 2062, 2.5 FEET
 KV0869'NORTH OF THE SOUTH CORNER OF A FENCE, 21.6 FEET SOUTH-SOUTHWEST
 KV0869'OF TRIANGULATION STATION BAY, 37.2 FEET SOUTHWEST OF BAY RM 1,
 KV0869'21.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE LANE
 KV0869'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 KV0869
 KV0869                          STATION RECOVERY (1987)
 KV0869
 KV0869'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0869'MARK NOT FOUND.
 KV0869
 KV0869                          STATION RECOVERY (1987)
 KV0869
 KV0869'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0869'MARK NOT FOUND.
 KV0869
 KV0869                          STATION RECOVERY (1990)
 KV0869
 KV0869'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4234 ***********************************************************************
 KV4234  DESIGNATION -  BAYONNE
 KV4234  PID         -  KV4234
 KV4234  STATE/COUNTY-  NJ/HUDSON
 KV4234  USGS QUAD   -  JERSEY CITY (1981)
 KV4234
 KV4234                         *CURRENT SURVEY CONTROL
 KV4234  ___________________________________________________________________
 KV4234* NAD 83(1996)-  40 40 06.31878(N)    074 06 46.55865(W)     ADJUSTED  
 KV4234* NAVD 88     -        41.4    (meters)     136.     (feet)  GPS OBS   
 KV4234  ___________________________________________________________________
 KV4234  X           -   1,326,191.588 (meters)                     COMP
 KV4234  Y           -  -4,659,623.405 (meters)                     COMP
 KV4234  Z           -   4,134,569.554 (meters)                     COMP
 KV4234  LAPLACE CORR-           5.15  (seconds)                    DEFLEC99
 KV4234  ELLIP HEIGHT-           9.21  (meters)          (10/23/02) GPS OBS
 KV4234  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV4234
 KV4234  HORZ ORDER  -  FIRST
 KV4234  ELLP ORDER  -  FOURTH    CLASS I
 KV4234
 KV4234.The horizontal coordinates were established by GPS observations
 KV4234.and adjusted by the National Geodetic Survey in May 1999..
 KV4234
 KV4234.The orthometric height was determined by GPS observations and a
 KV4234.high-resolution geoid model.
 KV4234
 KV4234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4234
 KV4234.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4234
 KV4234.The ellipsoidal height was determined by GPS observations
 KV4234.and is referenced to NAD 83.
 KV4234
 KV4234.The geoid height was determined by GEOID03.
 KV4234
 KV4234;                    North         East     Units Scale Factor Converg.
 KV4234;SPC NJ       -   203,801.300   182,725.376   MT  0.99991318   +0 15 08.1
 KV4234;SPC NJ       -   668,638.10    599,491.50   sFT  0.99991318   +0 15 08.1
 KV4234;SPC NY L     -    55,723.864   290,450.911   MT  0.99999990   -0 04 25.9
 KV4234;SPC NY L     -   182,820.71    952,921.03   sFT  0.99999990   -0 04 25.9
 KV4234;SPC NY E     -   203,801.300   182,725.376   MT  0.99991318   +0 15 08.1
 KV4234;SPC NY E     -   668,638.10    599,491.50   sFT  0.99991318   +0 15 08.1
 KV4234;UTM  18      - 4,502,328.061   574,976.769   MT  0.99966919   +0 34 41.2
 KV4234
 KV4234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4234!SPC NJ       -   0.99999856  x   0.99991318  =   0.99991174
 KV4234!SPC NY L     -   0.99999856  x   0.99999990  =   0.99999846
 KV4234!SPC NY E     -   0.99999856  x   0.99991318  =   0.99991174
 KV4234!UTM  18      -   0.99999856  x   0.99966919  =   0.99966775
 KV4234
 KV4234|---------------------------------------------------------------------|
 KV4234| PID    Reference Object                     Distance      Geod. Az  |
 KV4234|                                                           dddmmss.s |
 KV4234| CB5679 BAYONNE RM 1                          1.183 METERS 02911     |
 KV4234| CB5680 BAYONNE RM 2                          2.447 METERS 14338     |
 KV4234| KV3473 BOGART                              APPROX. 7.4 KM 1815037.5 |
 KV4234|---------------------------------------------------------------------|
 KV4234
 KV4234                          SUPERSEDED SURVEY CONTROL
 KV4234
 KV4234  ELLIP H (05/14/99)    9.22   (m)                       GP(       ) 4 1
 KV4234  NAD 83(1996)-  40 40 06.31868(N)    074 06 46.55871(W) AD(       ) 1
 KV4234  NAD 83(1996)-  40 40 06.31745(N)    074 06 46.56002(W) AD(       ) 1
 KV4234  NAD 83(1992)-  40 40 06.31698(N)    074 06 46.56088(W) AD(       ) 1
 KV4234  NAD 83(1986)-  40 40 06.31707(N)    074 06 46.56110(W) AD(       ) 1
 KV4234  NAD 83(1986)-  40 40 06.31751(N)    074 06 46.55927(W) AD(       ) 1
 KV4234  NAD 27      -  40 40 05.94700(N)    074 06 48.04500(W) AD(       ) 1
 KV4234  NGVD 29 (07/19/86)   40.8    (m)          134.     (f) VERT ANG       
 KV4234
 KV4234.Superseded values are not recommended for survey control.
 KV4234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4234.See file dsdata.txt to determine how the superseded data were derived.
 KV4234
 KV4234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7497702328(NAD 83)
 KV4234_MARKER: DS = TRIANGULATION STATION DISK
 KV4234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4234_SP_SET: CONCRETE POST
 KV4234_STAMPING: BAYONNE 1931
 KV4234_MARK LOGO: CGS   
 KV4234_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV4234+STABILITY: SURFACE MOTION
 KV4234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4234+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1992
 KV4234
 KV4234  HISTORY     - Date     Condition        Report By
 KV4234  HISTORY     - 1931     MONUMENTED       CGS
 KV4234  HISTORY     - 1931     GOOD             CGS
 KV4234  HISTORY     - 1933     GOOD             CGS
 KV4234  HISTORY     - 1976     GOOD             LOCENG
 KV4234  HISTORY     - 1986     GOOD             GEOHYD
 KV4234  HISTORY     - 19920211 GOOD             NJGS
 KV4234  HISTORY     - 20010411 GOOD             USPSQD
 KV4234
 KV4234                          STATION DESCRIPTION
 KV4234
 KV4234'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4234'THIS STATION IS ON THE E SIDE OF BAYONNE PENINSULA, ATOP THE
 KV4234'BAYONNE HOSPITAL, ON THE E SIDE OF BROADWAY BETWEEN E 29TH AND
 KV4234'30TH STREETS.  IT IS LOCATED ON THE HIGHEST PART OF THIS BUILDING,
 KV4234'THE NE CORNER OF THE ELEVATOR SHAFT ROOF.
 KV4234'
 KV4234'STATION WAS MARKED BY A STANDARD C. AND G.S. BRONZE DISK STAMPED
 KV4234'BAYONNE-1931 SET IN THE TOP OF A DOME-SHAPED CONCRETE MONUMENT,
 KV4234'SECURED TO THE CONCRETE ROOF BY LAG SCREWS.  NO REFERENCE MARKS
 KV4234'WERE ESTABLISHED.  REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4234'
 KV4234'NORMAL TO INSIDE EDGE OF N COPING 1.065 METERS.
 KV4234'
 KV4234'NORMAL TO LONE SKYLIGHT 1.148 METERS.
 KV4234'
 KV4234'TO NE CORNER OF SKYLIGHT 2.095 METERS.
 KV4234'
 KV4234'TO NW CORNER OF SKYLIGHT 2.187 METERS.
 KV4234'
 KV4234'THERE IS AMPLE ROOM AND GOOD FOOTING FOR A TRIPOD SET-UP.  AN
 KV4234'OBSERVERS PLATFORM IS NOT NEEDED.
 KV4234
 KV4234                          STATION RECOVERY (1931)
 KV4234
 KV4234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 KV4234'RECOVERED IN GOOD CONDITION.
 KV4234
 KV4234                          STATION RECOVERY (1933)
 KV4234
 KV4234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JB)
 KV4234'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV4234'
 KV4234'A STANDARD C. AND G.S. BRONZE REFERENCE MARK STAMPED NO.1, 1933
 KV4234'WAS SET IN THE STONE COPING N OF THE ELEVATOR SHAFT ROOF.  A
 KV4234'SIMILAR REFERENCE MARK STAMPED NO.2, 1933 WAS PLACED IN THE E
 KV4234'COPING.
 KV4234
 KV4234                          STATION RECOVERY (1976)
 KV4234
 KV4234'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 KV4234'RECOVERED BY POKORNY.
 KV4234'
 KV4234'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV4234
 KV4234                          STATION RECOVERY (1986)
 KV4234
 KV4234'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1986 (AH)
 KV4234'THE STATION WAS RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS
 KV4234'ADEQUATE.
 KV4234
 KV4234                          STATION RECOVERY (1992)
 KV4234
 KV4234'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV4234'THE STATION IS LOCATED IN THE CITY OF BAYONNE ON THE TOP OF THE
 KV4234'NORTHEAST CORNER PENTHOUSE ROOF OF THE B ELEVATOR SHAFT, A FIFTEEN
 KV4234'FOOT HIGH BRICK STRUCTURE, ON THE TOP OF THE BAYONNE HOSPITAL, A SIX
 KV4234'STORY RED BRICK BUILDING LOCATED ON THE EAST SIDE OF BROADWAY BETWEEN
 KV4234'E 29TH AND E 30TH STREETS.  PERMISSION TO OCCUPY THE STATION MUST BE
 KV4234'OBTAINED FROM MR. EUGENE GREENAN, SENIOR ASSISTANT ADMINISTRATOR,
 KV4234'PHONE 201 858 5292, WHO REQUESTS ADVANCE NOTICE IN THE FORM OF A
 KV4234'LETTER.  TO REACH THE STATION, ENTER THE HOSPITAL THROUGH THE MAIN
 KV4234'LOBBY AT AVENUE E AND E 29TH STREETS.  TAKE THE B ELEVATOR UP TO THE
 KV4234'SIXTH FLOOR, TURN LEFT AND GO TO THE EXIT DOOR LEADING TO THE
 KV4234'PENTHOUSE.  TAKE THE STAIRS UP TO THE PENTHOUSE ROOM FOR THE ELEVATOR
 KV4234'SHAFT.  ACCESS ONTO THE ROOF CAN BE HAD THROUGH THE WINDOW IN THE
 KV4234'ROOM, IF THE DOOR IS LOCKED.  CLIMB METAL LADDER ON THE NORTHEAST
 KV4234'SIDE OF PENTHOUSE UP TO THE ROOF AND THE STATION AHEAD.  THE
 KV4234'STATION,STAMPED BAYONNE 1931, IS SET IN THE TOP OF A DOME SHAPED
 KV4234'CONCRETE MONUMENT ATTACHED TO THE PENTHOUSE ROOF WITH LAG SCREWS.
 KV4234'REFERENCE MARKS 1 AND 2 WERE ALSO RECOVERED AT THIS TIME.  NO
 KV4234'MEASUREMENTS WERE TAKEN.  SEVERAL RADIO ANTENNAS ARE ATTACHED TO THE
 KV4234'PENTHOUSE ROOF COPING IN THE VICINITY OF THE STATION WITH LITTLE
 KV4234'INTERFERENCE EXPECTED.
 KV4234
 KV4234                          STATION RECOVERY (2001)
 KV4234
 KV4234'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV4234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4663 ***********************************************************************
 KV4663  DESIGNATION -  BAYONNE
 KV4663  PID         -  KV4663
 KV4663  STATE/COUNTY-  NJ/HUDSON
 KV4663  USGS QUAD   -  ELIZABETH (1995)
 KV4663
 KV4663                         *CURRENT SURVEY CONTROL
 KV4663  ___________________________________________________________________
 KV4663* NAD 83(1996)-  40 38 45.04095(N)    074 08 10.00215(W)     ADJUSTED  
 KV4663* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV4663  ___________________________________________________________________
 KV4663  LAPLACE CORR-           5.17  (seconds)                    DEFLEC99
 KV4663  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KV4663
 KV4663  HORZ ORDER  -  THIRD
 KV4663
 KV4663.The horizontal coordinates were established by classical geodetic methods
 KV4663.and adjusted by the National Geodetic Survey in September 1999..
 KV4663
 KV4663.The orthometric height was scaled from a topographic map.
 KV4663
 KV4663.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4663
 KV4663.The geoid height was determined by GEOID03.
 KV4663
 KV4663;                    North         East     Units Scale Factor Converg.
 KV4663;SPC NJ       -   201,286.040   180,776.050   MT  0.99991165   +0 14 13.3
 KV4663;SPC NJ       -   660,385.95    593,096.09   sFT  0.99991165   +0 14 13.3
 KV4663;SPC NY L     -    53,219.517   288,487.129   MT  1.00000122   -0 05 20.5
 KV4663;SPC NY L     -   174,604.37    946,478.19   sFT  1.00000122   -0 05 20.5
 KV4663;UTM  18      - 4,499,802.377   573,042.250   MT  0.99966567   +0 33 45.9
 KV4663
 KV4663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4663!SPC NJ       -   1.00000479  x   0.99991165  =   0.99991644
 KV4663!SPC NY L     -   1.00000479  x   1.00000122  =   1.00000601
 KV4663!UTM  18      -   1.00000479  x   0.99966567  =   0.99967046
 KV4663
 KV4663:                Primary Azimuth Mark                     Grid Az
 KV4663:SPC NJ       -  LA TOURETTE FLAGPOLE                     093 07 47.5
 KV4663:SPC NY L     -  LA TOURETTE FLAGPOLE                     093 27 21.3
 KV4663:UTM  18      -  LA TOURETTE FLAGPOLE                     092 48 14.9
 KV4663
 KV4663|---------------------------------------------------------------------|
 KV4663| PID    Reference Object                     Distance      Geod. Az  |
 KV4663|                                                           dddmmss.s |
 KV4663| KV4694 LA TOURETTE FLAGPOLE                APPROX. 0.6 KM 0932200.8 |
 KV4663| KV4814 WEST BRIGHTON SCHOOLHOUSE 20        APPROX. 1.1 KM 1601348.8 |
 KV4663| KV4797 CITY                                479.191 METERS 1713200.5 |
 KV4663| KV4798 PORT RICHMOND ST MARY CATH CH       APPROX. 0.7 KM 1880923.2 |
 KV4663| KV4665 BERGEN PT LH 1903                   APPROX. 1.1 KM 2522301.4 |
 KV4663| CB5678 BAYONNE RM 1                         12.146 METERS 26804     |
 KV4663|---------------------------------------------------------------------|
 KV4663
 KV4663                          SUPERSEDED SURVEY CONTROL
 KV4663
 KV4663  NAD 83(1996)-  40 38 45.04095(N)    074 08 10.00215(W) AD(       ) 3
 KV4663  NAD 83(1986)-  40 38 45.04005(N)    074 08 10.00200(W) AD(       ) 3
 KV4663  NAD 27      -  40 38 44.66600(N)    074 08 11.49500(W) AD(       ) 3
 KV4663
 KV4663.Superseded values are not recommended for survey control.
 KV4663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4663.See file dsdata.txt to determine how the superseded data were derived.
 KV4663
 KV4663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7304299802(NAD 83)
 KV4663_MARKER: DS = TRIANGULATION STATION DISK
 KV4663_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4663_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4663
 KV4663  HISTORY     - Date     Condition        Report By
 KV4663  HISTORY     - 1913     MONUMENTED       CGS
 KV4663  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4663  HISTORY     - 19940901 MARK NOT FOUND   USPSQD
 KV4663
 KV4663                          STATION DESCRIPTION
 KV4663
 KV4663'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4663'ON THE KILL VAN KULL SHORE OF THE CITY OF BAYONNE, 5 METERS
 KV4663'INSIDE OF THE DOCK LINE AND S OF THE NE CORNER OF FIRST STREET
 KV4663'AND TRASK AVENUE.  IT IS ON THE PROPERTY OF HENRY STEERS, WHOSE
 KV4663'NUT AND BOLT MILL OCCUPIES THE SQUARE BETWEEN TRASK AND
 KV4663'HUMPHREY AVENUES AND N OF FIRST STREET.  THE STATION IS ALSO 14
 KV4663'METERS E OF A BOATHOUSE AND ABOUT 60 METERS W OF THE LONG DOCK
 KV4663'AT THE FOOT OF HUMPHREY AVENUE.  A STANDARD BRASS DISK, SET IN
 KV4663'THE TOP OF A PIECE OF 4-INCH TERRA-COTTA TILE PIPE FILLED WITH
 KV4663'CEMENT AND SUNK TO THE GROUND LEVEL, MARKS THE STATION.  THE
 KV4663'NECK OF A BURIED BOTTLE, SURROUNDED BY CONCRETE AND DIRECTLY
 KV4663'UNDER THE CENTER SERVES AS A SUBSURFACE MARK.  TWO
 KV4663'REFERENCE MARKS, EACH A COPPER NAIL IN THE TOP SURFACE OF A
 KV4663'CYLINDER OF CONCRETE CONTAINED IN A PIECE OF 3-INCH TILE
 KV4663'PIPE, ARE PLACED RESPECTIVELY 39.85 FEET W BY N, AND 38.60
 KV4663'FEET NE 1/2 N FROM STATION.
 KV4663
 KV4663                          STATION RECOVERY (1931)
 KV4663
 KV4663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4663'STATION LOST.
 KV4663
 KV4663                          STATION RECOVERY (1994)
 KV4663
 KV4663'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4244 ***********************************************************************
 KV4244  DESIGNATION -  BAYONNE ASIATIC PETROLEUM TANK
 KV4244  PID         -  KV4244
 KV4244  STATE/COUNTY-  NJ/HUDSON
 KV4244  USGS QUAD   -  JERSEY CITY (1981)
 KV4244
 KV4244                         *CURRENT SURVEY CONTROL
 KV4244  ___________________________________________________________________
 KV4244* NAD 83(1996)-  40 39 08.78724(N)    074 05 31.91544(W)     ADJUSTED  
 KV4244* NAVD 88     -                                                        
 KV4244  ___________________________________________________________________
 KV4244  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 KV4244  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KV4244
 KV4244  HORZ ORDER  -  THIRD
 KV4244
 KV4244.The horizontal coordinates were established by classical geodetic methods
 KV4244.and adjusted by the National Geodetic Survey in September 1999..
 KV4244
 KV4244
 KV4244.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4244
 KV4244.The geoid height was determined by GEOID03.
 KV4244
 KV4244;                    North         East     Units Scale Factor Converg.
 KV4244;SPC NJ       -   202,034.749   184,486.627   MT  0.99991463   +0 15 56.4
 KV4244;SPC NJ       -   662,842.34    605,269.88   sFT  0.99991463   +0 15 56.4
 KV4244;SPC NY L     -    53,947.166   292,202.233   MT  1.00000082   -0 03 37.1
 KV4244;SPC NY L     -   176,991.66    958,666.83   sFT  1.00000082   -0 03 37.1
 KV4244;UTM  18      - 4,500,571.981   576,747.606   MT  0.99967250   +0 35 29.2
 KV4244
 KV4244                          SUPERSEDED SURVEY CONTROL
 KV4244
 KV4244  NAD 83(1996)-  40 39 08.78723(N)    074 05 31.91541(W) AD(       ) 4
 KV4244  NAD 83(1996)-  40 39 08.78662(N)    074 05 31.91545(W) AD(       ) 4
 KV4244  NAD 83(1992)-  40 39 08.78639(N)    074 05 31.91555(W) AD(       ) 4
 KV4244  NAD 83(1986)-  40 39 08.78643(N)    074 05 31.91510(W) AD(       ) 4
 KV4244  NAD 27      -  40 39 08.41300(N)    074 05 33.39900(W) AD(       ) 3
 KV4244
 KV4244.Superseded values are not recommended for survey control.
 KV4244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4244.See file dsdata.txt to determine how the superseded data were derived.
 KV4244
 KV4244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7674800572(NAD 83)
 KV4244_MARKER: 53 = ELEVATED TANK
 KV4244
 KV4244  HISTORY     - Date     Condition        Report By
 KV4244  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4244  HISTORY     - 1934     GOOD             CGS
 KV4244
 KV4244                          STATION DESCRIPTION
 KV4244
 KV4244'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4244'STATION IS A LONE BLACK TANK ON THE SE TIP OF CONSTABLE POINT, IN
 KV4244'THE GROUNDS OF THE ASIATIC PETROLEUM CORPORATION.  IT IS AN
 KV4244'ORDINARY CONICAL-TOP, BLACK, IRON TYPE, SURMOUNTING A SPIDER
 KV4244'SUPPORTING STRUCTURE.
 KV4244'
 KV4244'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 100 FEET ABOVE
 KV4244'GROUND.
 KV4244
 KV4244                          STATION RECOVERY (1934)
 KV4244
 KV4244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4244'STATION RECOVERED IN GOOD CONDITION, AND ORIGINAL DESCRIPTION
 KV4244'IS FULLY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4245 ***********************************************************************
 KV4245  DESIGNATION -  BAYONNE BABCOCK WILCOX W TANK
 KV4245  PID         -  KV4245
 KV4245  STATE/COUNTY-  NJ/HUDSON
 KV4245  USGS QUAD   -  JERSEY CITY (1981)
 KV4245
 KV4245                         *CURRENT SURVEY CONTROL
 KV4245  ___________________________________________________________________
 KV4245* NAD 83(1996)-  40 38 55.66438(N)    074 07 22.22161(W)     ADJUSTED  
 KV4245* NAVD 88     -                                                        
 KV4245  ___________________________________________________________________
 KV4245  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 KV4245  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KV4245
 KV4245  HORZ ORDER  -  THIRD
 KV4245
 KV4245.The horizontal coordinates were established by classical geodetic methods
 KV4245.and adjusted by the National Geodetic Survey in September 1999..
 KV4245
 KV4245
 KV4245.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4245
 KV4245.The geoid height was determined by GEOID03.
 KV4245
 KV4245;                    North         East     Units Scale Factor Converg.
 KV4245;SPC NJ       -   201,618.431   181,897.166   MT  0.99991252   +0 14 44.5
 KV4245;SPC NJ       -   661,476.47    596,774.29   sFT  0.99991252   +0 14 44.5
 KV4245;SPC NY L     -    53,545.553   289,610.218   MT  1.00000104   -0 04 49.2
 KV4245;SPC NY L     -   175,674.04    950,162.86   sFT  1.00000104   -0 04 49.2
 KV4245;UTM  18      - 4,500,141.053   574,161.184   MT  0.99966770   +0 34 17.1
 KV4245
 KV4245                          SUPERSEDED SURVEY CONTROL
 KV4245
 KV4245  NAD 83(1996)-  40 38 55.66436(N)    074 07 22.22165(W) AD(       ) 4
 KV4245  NAD 83(1996)-  40 38 55.66442(N)    074 07 22.22375(W) AD(       ) 4
 KV4245  NAD 83(1992)-  40 38 55.66438(N)    074 07 22.22409(W) AD(       ) 4
 KV4245  NAD 83(1986)-  40 38 55.66354(N)    074 07 22.22219(W) AD(       ) 4
 KV4245  NAD 27      -  40 38 55.29200(N)    074 07 23.69800(W) AD(       ) 3
 KV4245
 KV4245.Superseded values are not recommended for survey control.
 KV4245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4245.See file dsdata.txt to determine how the superseded data were derived.
 KV4245
 KV4245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7416100141(NAD 83)
 KV4245_MARKER: 51 = TANK
 KV4245
 KV4245  HISTORY     - Date     Condition        Report By
 KV4245  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4245  HISTORY     - 1934     GOOD             CGS
 KV4245  HISTORY     - 19940901 MARK NOT FOUND   USPSQD
 KV4245
 KV4245                          STATION DESCRIPTION
 KV4245
 KV4245'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4245'THE WESTERLY OF TWIN TANKS, NEAR THE KILL VAN KULL WATER FRONT,
 KV4245'IN BAYONNE AT THE INTERSECTION OF HOBART AVENUE AND E 3RD STREET,
 KV4245'IN THE PLANT OF THE BABCOCK AND WILCOX COMPANY RISING AT THE
 KV4245'NW CORNER OF THE POWER HOUSE.  IT IS AN ORDINARY TYPE,
 KV4245'CONICAL-TOP, BLACK STEEL, WATER TANK.
 KV4245'
 KV4245'THE STATION IS THE TANK-APEX, APPROXIMATELY 80 FEET ABOVE GROUND.
 KV4245
 KV4245                          STATION RECOVERY (1934)
 KV4245
 KV4245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4245'STATION RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 KV4245
 KV4245                          STATION RECOVERY (1994)
 KV4245
 KV4245'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4247 ***********************************************************************
 KV4247  DESIGNATION -  BAYONNE BABCOCK WILCOX E TANK
 KV4247  PID         -  KV4247
 KV4247  STATE/COUNTY-  NJ/HUDSON
 KV4247  USGS QUAD   -  JERSEY CITY (1981)
 KV4247
 KV4247                         *CURRENT SURVEY CONTROL
 KV4247  ___________________________________________________________________
 KV4247* NAD 83(1996)-  40 38 54.80850(N)    074 07 18.89808(W)     ADJUSTED  
 KV4247* NAVD 88     -                                                        
 KV4247  ___________________________________________________________________
 KV4247  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 KV4247  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KV4247
 KV4247  HORZ ORDER  -  THIRD
 KV4247
 KV4247.The horizontal coordinates were established by classical geodetic methods
 KV4247.and adjusted by the National Geodetic Survey in September 1999..
 KV4247
 KV4247
 KV4247.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4247
 KV4247.The geoid height was determined by GEOID03.
 KV4247
 KV4247;                    North         East     Units Scale Factor Converg.
 KV4247;SPC NJ       -   201,592.368   181,975.356   MT  0.99991258   +0 14 46.7
 KV4247;SPC NJ       -   661,390.96    597,030.81   sFT  0.99991258   +0 14 46.7
 KV4247;SPC NY L     -    53,519.043   289,688.266   MT  1.00000106   -0 04 47.1
 KV4247;SPC NY L     -   175,587.06    950,418.92   sFT  1.00000106   -0 04 47.1
 KV4247;UTM  18      - 4,500,115.441   574,239.502   MT  0.99966784   +0 34 19.3
 KV4247
 KV4247                          SUPERSEDED SURVEY CONTROL
 KV4247
 KV4247  NAD 83(1996)-  40 38 54.80848(N)    074 07 18.89810(W) AD(       ) 4
 KV4247  NAD 83(1996)-  40 38 54.80821(N)    074 07 18.89836(W) AD(       ) 4
 KV4247  NAD 83(1992)-  40 38 54.80813(N)    074 07 18.89850(W) AD(       ) 4
 KV4247  NAD 83(1986)-  40 38 54.80758(N)    074 07 18.89824(W) AD(       ) 4
 KV4247  NAD 27      -  40 38 54.43700(N)    074 07 20.38700(W) AD(       ) 3
 KV4247
 KV4247.Superseded values are not recommended for survey control.
 KV4247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4247.See file dsdata.txt to determine how the superseded data were derived.
 KV4247
 KV4247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7424000115(NAD 83)
 KV4247_MARKER: 51 = TANK
 KV4247
 KV4247  HISTORY     - Date     Condition        Report By
 KV4247  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4247  HISTORY     - 1934     GOOD             CGS
 KV4247  HISTORY     - 19940901 MARK NOT FOUND   USPSQD
 KV4247
 KV4247                          STATION DESCRIPTION
 KV4247
 KV4247'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4247'THE EASTERLY OF TWIN TANKS, NEAR THE KILL VAN KULL WATER FRONT,
 KV4247'IN BAYONNE AT THE INTERSECTION OF HOBART AVENUE AND E 3RD
 KV4247'STREET, IN THE PLANT OF THE BABCOCK AND WILCOX COMPANY RISING
 KV4247'TO THE E OF THE POWER HOUSE.  IT IS AN ORDINARY TYPE, CONICAL
 KV4247'TOP, STEEL, WATER TANK WITH B AND W LETTERED IN WHITE ON TWO
 KV4247'SIDES.
 KV4247'
 KV4247'THE STATION IS THE TANK-APEX, APPROXIMATELY 80 FEET ABOVE GROUND.
 KV4247
 KV4247                          STATION RECOVERY (1934)
 KV4247
 KV4247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4247'STATION RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 KV4247
 KV4247                          STATION RECOVERY (1994)
 KV4247
 KV4247'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4248 ***********************************************************************
 KV4248  DESIGNATION -  BAYONNE BABCOCK WILCOX CHIM 1
 KV4248  PID         -  KV4248
 KV4248  STATE/COUNTY-  NJ/HUDSON
 KV4248  USGS QUAD   -  JERSEY CITY (1981)
 KV4248
 KV4248                         *CURRENT SURVEY CONTROL
 KV4248  ___________________________________________________________________
 KV4248* NAD 83(1996)-  40 38 53.63506(N)    074 07 19.40716(W)     ADJUSTED  
 KV4248* NAVD 88     -                                                        
 KV4248  ___________________________________________________________________
 KV4248  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 KV4248  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KV4248
 KV4248  HORZ ORDER  -  THIRD
 KV4248
 KV4248.The horizontal coordinates were established by classical geodetic methods
 KV4248.and adjusted by the National Geodetic Survey in September 1999..
 KV4248
 KV4248
 KV4248.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4248
 KV4248.The geoid height was determined by GEOID03.
 KV4248
 KV4248;                    North         East     Units Scale Factor Converg.
 KV4248;SPC NJ       -   201,556.124   181,963.552   MT  0.99991257   +0 14 46.3
 KV4248;SPC NJ       -   661,272.05    596,992.09   sFT  0.99991257   +0 14 46.3
 KV4248;SPC NY L     -    53,482.863   289,676.255   MT  1.00000108   -0 04 47.4
 KV4248;SPC NY L     -   175,468.36    950,379.51   sFT  1.00000108   -0 04 47.4
 KV4248;UTM  18      - 4,500,079.139   574,227.907   MT  0.99966782   +0 34 18.9
 KV4248
 KV4248                          SUPERSEDED SURVEY CONTROL
 KV4248
 KV4248  NAD 83(1996)-  40 38 53.63505(N)    074 07 19.40719(W) AD(       ) 4
 KV4248  NAD 83(1996)-  40 38 53.63462(N)    074 07 19.40707(W) AD(       ) 4
 KV4248  NAD 83(1992)-  40 38 53.63455(N)    074 07 19.40721(W) AD(       ) 4
 KV4248  NAD 83(1986)-  40 38 53.63417(N)    074 07 19.40741(W) AD(       ) 4
 KV4248  NAD 27      -  40 38 53.26000(N)    074 07 20.88200(W) AD(       ) 3
 KV4248
 KV4248.Superseded values are not recommended for survey control.
 KV4248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4248.See file dsdata.txt to determine how the superseded data were derived.
 KV4248
 KV4248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7422800079(NAD 83)
 KV4248_MARKER: 85 = CHIMNEY
 KV4248
 KV4248  HISTORY     - Date     Condition        Report By
 KV4248  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4248  HISTORY     - 1931     GOOD             CGS
 KV4248  HISTORY     - 1934     GOOD             CGS
 KV4248  HISTORY     - 19940901 GOOD             USPSQD
 KV4248
 KV4248                          STATION DESCRIPTION
 KV4248
 KV4248'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4248'STATION RECOVERED IN GOOD CONDITION, NO DESCRIPTION AVAILABLE.
 KV4248'
 KV4248'A COMPLETE DESCRIPTION FOLLOWS--
 KV4248'
 KV4248'THE TALLER AND MORE EASTERLY OF THE TWO TALLEST CHIMNEYS, ON
 KV4248'THE KILL VAN KULL WATER FRONT, IN BAYONNE, AT THE INTERSECTION
 KV4248'OF HOBART AVENUE AND EAST 3RD STREET, IN THE PLANT OF THE
 KV4248'BABCOCK AND WILCOX COMPANY, RISING TO THE E OF THE POWER-HOUSE
 KV4248'FROM THE E SIDE OF THE BOILER HOUSE ROOF.  IT IS AN ORDINARY
 KV4248'TYPE, ROUND, RED BRICK CHIMNEY HAVING BABCOCK AND WILCOX
 KV4248'LETTERED ON ITS SIDES.
 KV4248'
 KV4248'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 175 FEET ABOVE
 KV4248'GROUND.
 KV4248
 KV4248                          STATION RECOVERY (1934)
 KV4248
 KV4248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4248'STATION RECOVERED AS DESCRIBED IN 1931 IN GOOD CONDITION.
 KV4248
 KV4248                          STATION RECOVERY (1994)
 KV4248
 KV4248'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4235 ***********************************************************************
 KV4235  DESIGNATION -  BAYONNE CITY HALL SPIRE
 KV4235  PID         -  KV4235
 KV4235  STATE/COUNTY-  NJ/HUDSON
 KV4235  USGS QUAD   -  JERSEY CITY (1981)
 KV4235
 KV4235                         *CURRENT SURVEY CONTROL
 KV4235  ___________________________________________________________________
 KV4235* NAD 83(1996)-  40 39 51.53388(N)    074 06 53.55395(W)     ADJUSTED  
 KV4235* NAVD 88     -                                                        
 KV4235  ___________________________________________________________________
 KV4235  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 KV4235  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KV4235
 KV4235  HORZ ORDER  -  THIRD
 KV4235
 KV4235.The horizontal coordinates were established by classical geodetic methods
 KV4235.and adjusted by the National Geodetic Survey in September 1999..
 KV4235
 KV4235
 KV4235.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4235
 KV4235.The geoid height was determined by GEOID03.
 KV4235
 KV4235;                    North         East     Units Scale Factor Converg.
 KV4235;SPC NJ       -   203,344.560   182,563.086   MT  0.99991305   +0 15 03.5
 KV4235;SPC NJ       -   667,139.61    598,959.06   sFT  0.99991305   +0 15 03.5
 KV4235;SPC NY L     -    55,268.015   290,286.011   MT  1.00000013   -0 04 30.5
 KV4235;SPC NY L     -   181,325.15    952,380.02   sFT  1.00000013   -0 04 30.5
 KV4235;UTM  18      - 4,501,870.517   574,817.118   MT  0.99966890   +0 34 36.5
 KV4235
 KV4235                          SUPERSEDED SURVEY CONTROL
 KV4235
 KV4235  NAD 83(1996)-  40 39 51.53381(N)    074 06 53.55396(W) AD(       ) 4
 KV4235  NAD 83(1996)-  40 39 51.53143(N)    074 06 53.55547(W) AD(       ) 4
 KV4235  NAD 83(1992)-  40 39 51.53106(N)    074 06 53.55510(W) AD(       ) 4
 KV4235  NAD 83(1986)-  40 39 51.53242(N)    074 06 53.55429(W) AD(       ) 4
 KV4235  NAD 27      -  40 39 51.15500(N)    074 06 55.04700(W) AD(       ) 3
 KV4235
 KV4235.Superseded values are not recommended for survey control.
 KV4235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4235.See file dsdata.txt to determine how the superseded data were derived.
 KV4235
 KV4235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7481701871(NAD 83)
 KV4235_MARKER: 89 = SPIRE
 KV4235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4235+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001
 KV4235
 KV4235  HISTORY     - Date     Condition        Report By
 KV4235  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4235  HISTORY     - 1930     GOOD             CGS
 KV4235  HISTORY     - 1934     GOOD             CGS
 KV4235  HISTORY     - 20010319 GOOD             PORANY
 KV4235
 KV4235                          STATION DESCRIPTION
 KV4235
 KV4235'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4235'RECOVERED, IN GOOD CONDITION, NO DESCRIPTION AVAILABLE.
 KV4235'
 KV4235'A STOCKY, STRAIGHT-SIDED, DARK-COLORED STEEPLE.  IT WAS NOT
 KV4235'VISITED.  THE STATION IS THE SPIRE APEX.
 KV4235
 KV4235                          STATION RECOVERY (1934)
 KV4235
 KV4235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4235'RECOVERY NOTE OF 1930 IS THE ONLY DESCRIPTION AVAILABLE.
 KV4235'
 KV4235'THIS DESCRIPTION IS ADEQUATE AND THE SPIRE CHECKS PLOTTED
 KV4235'POSITION BY GRAPHIC TRIANGULATION ON PLANE TABLE.
 KV4235
 KV4235                          STATION RECOVERY (2001)
 KV4235
 KV4235'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV4235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4233 ***********************************************************************
 KV4233  DESIGNATION -  BAYONNE FIRST REFORM CH SPIRE
 KV4233  PID         -  KV4233
 KV4233  STATE/COUNTY-  NJ/HUDSON
 KV4233  USGS QUAD   -  JERSEY CITY (1981)
 KV4233
 KV4233                         *CURRENT SURVEY CONTROL
 KV4233  ___________________________________________________________________
 KV4233* NAD 83(1996)-  40 40 24.71013(N)    074 06 49.55463(W)     ADJUSTED  
 KV4233* NAVD 88     -                                                        
 KV4233  ___________________________________________________________________
 KV4233  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 KV4233  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV4233
 KV4233  HORZ ORDER  -  THIRD
 KV4233
 KV4233.The horizontal coordinates were established by classical geodetic methods
 KV4233.and adjusted by the National Geodetic Survey in September 1999..
 KV4233
 KV4233
 KV4233.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4233
 KV4233.The geoid height was determined by GEOID03.
 KV4233
 KV4233;                    North         East     Units Scale Factor Converg.
 KV4233;SPC NJ       -   204,368.246   182,652.522   MT  0.99991312   +0 15 06.2
 KV4233;SPC NJ       -   670,498.15    599,252.48   sFT  0.99991312   +0 15 06.2
 KV4233;SPC NY L     -    56,291.264   290,381.280   MT  0.99999963   -0 04 27.9
 KV4233;SPC NY L     -   184,682.26    952,692.58   sFT  0.99999963   -0 04 27.9
 KV4233;UTM  18      - 4,502,894.445   574,900.710   MT  0.99966905   +0 34 39.5
 KV4233
 KV4233                          SUPERSEDED SURVEY CONTROL
 KV4233
 KV4233  NAD 83(1996)-  40 40 24.71006(N)    074 06 49.55461(W) AD(       ) 4
 KV4233  NAD 83(1996)-  40 40 24.70759(N)    074 06 49.55325(W) AD(       ) 4
 KV4233  NAD 83(1992)-  40 40 24.70731(N)    074 06 49.55312(W) AD(       ) 4
 KV4233  NAD 83(1986)-  40 40 24.70852(N)    074 06 49.55508(W) AD(       ) 4
 KV4233  NAD 27      -  40 40 24.33000(N)    074 06 51.04000(W) AD(       ) 3
 KV4233
 KV4233.Superseded values are not recommended for survey control.
 KV4233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4233.See file dsdata.txt to determine how the superseded data were derived.
 KV4233
 KV4233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7490102894(NAD 83)
 KV4233_MARKER: 90 = CHURCH SPIRE
 KV4233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4233+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001
 KV4233
 KV4233  HISTORY     - Date     Condition        Report By
 KV4233  HISTORY     - 1887     FIRST OBSERVED   CGS
 KV4233  HISTORY     - 1930     GOOD             CGS
 KV4233  HISTORY     - 1932     GOOD             CGS
 KV4233  HISTORY     - 1934     GOOD             CGS
 KV4233  HISTORY     - 20010319 GOOD             PORANY
 KV4233
 KV4233                          STATION DESCRIPTION
 KV4233
 KV4233'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4233'NO DESCRIPTION AVAILABLE.  THIS CHURCH IS DISTINGUISHED BY ITS
 KV4233'TALL AND EXTREMELY THIN SPIRE.  IT WAS NOT VISITED.
 KV4233
 KV4233                          STATION RECOVERY (1932)
 KV4233
 KV4233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4233'RECOVERED IN GOOD CONDITION, NO DESCRIPTION AVAILABLE.
 KV4233'
 KV4233'A COMPLETE DESCRIPTION FOLLOWS--
 KV4233'
 KV4233'IN THE CITY OF BAYONNE, ON THE NW CORNER OF AVENUE C AND 33RD
 KV4233'STREET, ATOP THE FIRST REFORMED CHURCH (A BROWN WOODEN SHINGLE
 KV4233'STRUCTURE), THE LARGEST BUILDING IN THE VICINITY.  STATION IS
 KV4233'THE APEX OF THE SLIM, GREEN SPIRE RISING FROM THE E END OF THE
 KV4233'CHURCH.  THIS SPIRE IS APPROXIMATELY 175 FEET ABOVE GROUND.  NO
 KV4233'REFERENCE MARKS WERE PLACED AT ANY TIME, NOR WERE ANY REFERENCE
 KV4233'MEASUREMENTS TAKEN.
 KV4233
 KV4233                          STATION RECOVERY (1934)
 KV4233
 KV4233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4233'RECOVERY NOTE OF 1930, ONLY DESCRIPTION AVAILABLE.  THIS
 KV4233'DESCRIPTION IS ADEQUATE AND THE SPIRE CHECKS PLOTTED POSITION
 KV4233'BY GRAPHIC TRIANGULATION ON PLANE TABLE.
 KV4233
 KV4233                          STATION RECOVERY (2001)
 KV4233
 KV4233'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV4233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4662 ***********************************************************************
 KV4662  DESIGNATION -  BAYONNE GENERAL CABLE CHIMNEY
 KV4662  PID         -  KV4662
 KV4662  STATE/COUNTY-  NJ/HUDSON
 KV4662  USGS QUAD   -  ELIZABETH (1995)
 KV4662
 KV4662                         *CURRENT SURVEY CONTROL
 KV4662  ___________________________________________________________________
 KV4662* NAD 83(1996)-  40 38 45.31860(N)    074 08 30.84625(W)     ADJUSTED  
 KV4662* NAVD 88     -                                                        
 KV4662  ___________________________________________________________________
 KV4662  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 KV4662  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KV4662
 KV4662  HORZ ORDER  -  THIRD
 KV4662
 KV4662.The horizontal coordinates were established by classical geodetic methods
 KV4662.and adjusted by the National Geodetic Survey in September 1999..
 KV4662
 KV4662
 KV4662.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4662
 KV4662.The geoid height was determined by GEOID03.
 KV4662
 KV4662;                    North         East     Units Scale Factor Converg.
 KV4662;SPC NJ       -   201,292.594   180,286.320   MT  0.99991129   +0 13 59.7
 KV4662;SPC NJ       -   660,407.45    591,489.37   sFT  0.99991129   +0 13 59.7
 KV4662;SPC NY L     -    53,228.859   287,997.400   MT  1.00000122   -0 05 34.1
 KV4662;SPC NY L     -   174,635.01    944,871.47   sFT  1.00000122   -0 05 34.1
 KV4662;UTM  18      - 4,499,806.145   572,552.611   MT  0.99966479   +0 33 32.3
 KV4662
 KV4662                          SUPERSEDED SURVEY CONTROL
 KV4662
 KV4662  NAD 83(1996)-  40 38 45.31859(N)    074 08 30.84626(W) AD(       ) 4
 KV4662  NAD 83(1986)-  40 38 45.31754(N)    074 08 30.84600(W) AD(       ) 4
 KV4662  NAD 27      -  40 38 44.94300(N)    074 08 32.33200(W) AD(       ) 3
 KV4662
 KV4662.Superseded values are not recommended for survey control.
 KV4662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4662.See file dsdata.txt to determine how the superseded data were derived.
 KV4662
 KV4662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7255399806(NAD 83)
 KV4662_MARKER: 85 = CHIMNEY
 KV4662
 KV4662  HISTORY     - Date     Condition        Report By
 KV4662  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4662  HISTORY     - 1934     GOOD             CGS
 KV4662  HISTORY     - 19940901 MARK NOT FOUND   USPSQD
 KV4662
 KV4662                          STATION DESCRIPTION
 KV4662
 KV4662'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4662'STATION IS THE FAIRLY PROMINENT CHIMNEY, IN BAYONNE, ON THE
 KV4662'SW TIP OF BERGEN POINT APPROXIMATELY 150 YARDS W OF BAYONNE
 KV4662'BRIDGE, IN THE PLANT OF THE GENERAL CABLE COMPANY, RISING FROM
 KV4662'THE HIPPED-ROOF OF THE POWER HOUSE.  IT IS AN ORDINARY TYPE,
 KV4662'ROUND, YELLOW BRICK CHIMNEY.
 KV4662'
 KV4662'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 110 FEET ABOVE
 KV4662'GROUND.
 KV4662
 KV4662                          STATION RECOVERY (1934)
 KV4662
 KV4662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4662'STATION RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 KV4662
 KV4662                          STATION RECOVERY (1994)
 KV4662
 KV4662'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4664 ***********************************************************************
 KV4664  DESIGNATION -  BAYONNE GENERAL CABLE TANK
 KV4664  PID         -  KV4664
 KV4664  STATE/COUNTY-  NJ/HUDSON
 KV4664  USGS QUAD   -  ELIZABETH (1995)
 KV4664
 KV4664                         *CURRENT SURVEY CONTROL
 KV4664  ___________________________________________________________________
 KV4664* NAD 83(1996)-  40 38 43.61292(N)    074 08 33.79223(W)     ADJUSTED  
 KV4664* NAVD 88     -                                                        
 KV4664  ___________________________________________________________________
 KV4664  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 KV4664  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KV4664
 KV4664  HORZ ORDER  -  THIRD
 KV4664
 KV4664.The horizontal coordinates were established by classical geodetic methods
 KV4664.and adjusted by the National Geodetic Survey in September 1999..
 KV4664
 KV4664
 KV4664.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4664
 KV4664.The geoid height was determined by GEOID03.
 KV4664
 KV4664;                    North         East     Units Scale Factor Converg.
 KV4664;SPC NJ       -   201,239.703   180,217.323   MT  0.99991124   +0 13 57.8
 KV4664;SPC NJ       -   660,233.93    591,263.00   sFT  0.99991124   +0 13 57.8
 KV4664;SPC NY L     -    53,176.357   287,928.097   MT  1.00000125   -0 05 36.1
 KV4664;SPC NY L     -   174,462.76    944,644.10   sFT  1.00000125   -0 05 36.1
 KV4664;UTM  18      - 4,499,752.877   572,483.933   MT  0.99966467   +0 33 30.4
 KV4664
 KV4664                          SUPERSEDED SURVEY CONTROL
 KV4664
 KV4664  NAD 83(1996)-  40 38 43.61291(N)    074 08 33.79223(W) AD(       ) 4
 KV4664  NAD 83(1986)-  40 38 43.61187(N)    074 08 33.79193(W) AD(       ) 4
 KV4664  NAD 27      -  40 38 43.23800(N)    074 08 35.27700(W) AD(       ) 3
 KV4664
 KV4664.Superseded values are not recommended for survey control.
 KV4664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4664.See file dsdata.txt to determine how the superseded data were derived.
 KV4664
 KV4664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7248499753(NAD 83)
 KV4664_MARKER: 53 = ELEVATED TANK
 KV4664
 KV4664  HISTORY     - Date     Condition        Report By
 KV4664  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4664  HISTORY     - 1934     GOOD             CGS
 KV4664  HISTORY     - 19940901 MARK NOT FOUND   USPSQD
 KV4664
 KV4664                          STATION DESCRIPTION
 KV4664
 KV4664'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4664'THE WATER TANK, IN BAYONNE, ON THE SW TIP OF BERGEN POINT
 KV4664'APPROXIMATELY 200 YARDS W OF THE BAYONNE BRIDGE, AT AVENUE A
 KV4664'AND W 1ST STREET, IN THE YARD OF THE GENERAL CABLE COMPANY, AT
 KV4664'THE S ENDS OF TWO LONG BUILDINGS.  IT IS AN ORDINARY TYPE,
 KV4664'CONICAL-TOP, BLACK, STEEL TANK SUPPORTED BY A STEEL SPIDER
 KV4664'STRUCTURE.
 KV4664'
 KV4664'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 100 FEET ABOVE
 KV4664'GROUND.
 KV4664
 KV4664                          STATION RECOVERY (1934)
 KV4664
 KV4664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4664'STATION RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 KV4664
 KV4664                          STATION RECOVERY (1994)
 KV4664
 KV4664'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4664'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4230 ***********************************************************************
 KV4230  DESIGNATION -  BAYONNE JER CITY G E GAS TANK
 KV4230  PID         -  KV4230
 KV4230  STATE/COUNTY-  NJ/HUDSON
 KV4230  USGS QUAD   -  JERSEY CITY (1981)
 KV4230
 KV4230                         *CURRENT SURVEY CONTROL
 KV4230  ___________________________________________________________________
 KV4230* NAD 83(1996)-  40 40 50.91459(N)    074 06 39.41835(W)     ADJUSTED  
 KV4230* NAVD 88     -                                                        
 KV4230  ___________________________________________________________________
 KV4230  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 KV4230  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KV4230
 KV4230  HORZ ORDER  -  THIRD
 KV4230
 KV4230.The horizontal coordinates were established by classical geodetic methods
 KV4230.and adjusted by the National Geodetic Survey in September 1999..
 KV4230
 KV4230
 KV4230.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4230
 KV4230.The geoid height was determined by GEOID03.
 KV4230
 KV4230;                    North         East     Units Scale Factor Converg.
 KV4230;SPC NJ       -   205,177.535   182,886.981   MT  0.99991331   +0 15 13.0
 KV4230;SPC NJ       -   673,153.30    600,021.70   sFT  0.99991331   +0 15 13.0
 KV4230;SPC NY L     -    57,099.275   290,620.362   MT  0.99999924   -0 04 21.3
 KV4230;SPC NY L     -   187,333.20    953,476.97   sFT  0.99999924   -0 04 21.3
 KV4230;UTM  18      - 4,503,704.857   575,130.505   MT  0.99966948   +0 34 46.4
 KV4230
 KV4230                          SUPERSEDED SURVEY CONTROL
 KV4230
 KV4230  NAD 83(1996)-  40 40 50.91454(N)    074 06 39.41842(W) AD(       ) 4
 KV4230  NAD 83(1996)-  40 40 50.91315(N)    074 06 39.42018(W) AD(       ) 4
 KV4230  NAD 83(1992)-  40 40 50.91303(N)    074 06 39.42010(W) AD(       ) 4
 KV4230  NAD 83(1986)-  40 40 50.91425(N)    074 06 39.41895(W) AD(       ) 4
 KV4230  NAD 27      -  40 40 50.54500(N)    074 06 40.90600(W) AD(       ) 3
 KV4230
 KV4230.Superseded values are not recommended for survey control.
 KV4230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4230.See file dsdata.txt to determine how the superseded data were derived.
 KV4230
 KV4230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7513103705(NAD 83)
 KV4230_MARKER: 51 = TANK
 KV4230
 KV4230  HISTORY     - Date     Condition        Report By
 KV4230  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4230
 KV4230                          STATION DESCRIPTION
 KV4230
 KV4230'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4230'THE SMALL GAS TANK, IN BAYONNE, APPROXIMATELY 1 MILE SOUTHWARD
 KV4230'FROM THE LEHIGH VALLEY RAILROAD-PENNSYLVANIA RAILROAD BRIDGE ON
 KV4230'AVENUE B, BETWEEN W 42ND AND W 43RD STREETS E OF HUDSON
 KV4230'BOULEVARD, IN THE PLANT OF THE JERSEY CITY GAS AND ELECTRIC
 KV4230'COMPANY (PUBLIC SERVICE).  IT IS AN ORDINARY EXPANSION TYPE,
 KV4230'ROUND, FLAT-TOP, BROWN, STEEL GAS HOLDER.
 KV4230'
 KV4230'THE STATION IS THE CENTER OF THE TANK-TOP, APPROXIMATELY 100
 KV4230'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4232 ***********************************************************************
 KV4232  DESIGNATION -  BAYONNE LEOLASTIC WORKS CO TK
 KV4232  PID         -  KV4232
 KV4232  STATE/COUNTY-  NJ/HUDSON
 KV4232  USGS QUAD   -  JERSEY CITY (1981)
 KV4232
 KV4232                         *CURRENT SURVEY CONTROL
 KV4232  ___________________________________________________________________
 KV4232* NAD 83(1996)-  40 40 29.09309(N)    074 07 14.30374(W)     ADJUSTED  
 KV4232* NAVD 88     -                                                        
 KV4232  ___________________________________________________________________
 KV4232  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 KV4232  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KV4232
 KV4232  HORZ ORDER  -  THIRD
 KV4232
 KV4232.The horizontal coordinates were established by classical geodetic methods
 KV4232.and adjusted by the National Geodetic Survey in September 1999..
 KV4232
 KV4232
 KV4232.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4232
 KV4232.The geoid height was determined by GEOID03.
 KV4232
 KV4232;                    North         East     Units Scale Factor Converg.
 KV4232;SPC NJ       -   204,500.901   182,070.742   MT  0.99991266   +0 14 50.1
 KV4232;SPC NJ       -   670,933.37    597,343.76   sFT  0.99991266   +0 14 50.1
 KV4232;SPC NY L     -    56,427.241   289,800.214   MT  0.99999956   -0 04 44.1
 KV4232;SPC NY L     -   185,128.37    950,786.20   sFT  0.99999956   -0 04 44.1
 KV4232;UTM  18      - 4,503,023.757   574,318.327   MT  0.99966798   +0 34 23.4
 KV4232
 KV4232                          SUPERSEDED SURVEY CONTROL
 KV4232
 KV4232  NAD 83(1996)-  40 40 29.09302(N)    074 07 14.30381(W) AD(       ) 4
 KV4232  NAD 83(1996)-  40 40 29.09154(N)    074 07 14.30496(W) AD(       ) 4
 KV4232  NAD 83(1992)-  40 40 29.09151(N)    074 07 14.30516(W) AD(       ) 4
 KV4232  NAD 83(1986)-  40 40 29.09168(N)    074 07 14.30520(W) AD(       ) 4
 KV4232  NAD 27      -  40 40 28.72500(N)    074 07 15.79000(W) AD(       ) 3
 KV4232
 KV4232.Superseded values are not recommended for survey control.
 KV4232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4232.See file dsdata.txt to determine how the superseded data were derived.
 KV4232
 KV4232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7431803024(NAD 83)
 KV4232_MARKER: 53 = ELEVATED TANK
 KV4232
 KV4232  HISTORY     - Date     Condition        Report By
 KV4232  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4232  HISTORY     - 1931     GOOD             CGS
 KV4232  HISTORY     - 1934     GOOD             CGS
 KV4232  HISTORY     - 20010419 GOOD             USPSQD
 KV4232
 KV4232                          STATION DESCRIPTION
 KV4232
 KV4232'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4232'STATION RECOVERED IN GOOD CONDITION, NO DESCRIPTION
 KV4232'AVAILABLE.  RENAMED TANK (LEOLASTIC WORKS).
 KV4232'
 KV4232'THE VERY PROMINENT TANK, ON THE E SHORE OF NEWARK BAY, IN
 KV4232'BAYONNE, W OF AVENUE A, BETWEEN WEST 31ST STREET AND WEST 32ND
 KV4232'STREET, IN THE NW CORNER OF THE PLANT OF THE LEOLASTIC WORKS OF
 KV4232'THE EVERLASTIK COMPANY AT THE NE CORNER OF THE POWER-HOUSE.  IT
 KV4232'IS AN ORDINARY TYPE, CONICAL TOP, BLACK, STEEL, WATER TANK ATOP
 KV4232'AN IRON, SPIDER STRUCTURE.
 KV4232'
 KV4232'THE STATION IS THE TANKS BALL APEX, APPROXIMATELY 125 FEET
 KV4232'ABOVE THE GROUND.  THE BUILDINGS ARE SUFFICIENTLY LARGE AND
 KV4232'ISOLATED TO PERMIT OF AIR-PHOTO IDENTIFICATION.
 KV4232
 KV4232                          STATION RECOVERY (1934)
 KV4232
 KV4232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4232'STATION RECOVERED AS DESCRIBED IN 1931 IN GOOD CONDITION.
 KV4232
 KV4232                          STATION RECOVERY (2001)
 KV4232
 KV4232'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV4232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4236 ***********************************************************************
 KV4236  DESIGNATION -  BAYONNE MT CARMEL CH W SPIRE
 KV4236  PID         -  KV4236
 KV4236  STATE/COUNTY-  NJ/HUDSON
 KV4236  USGS QUAD   -  JERSEY CITY (1981)
 KV4236
 KV4236                         *CURRENT SURVEY CONTROL
 KV4236  ___________________________________________________________________
 KV4236* NAD 83(1996)-  40 39 45.93796(N)    074 07 03.98555(W)     ADJUSTED  
 KV4236* NAVD 88     -                                                        
 KV4236  ___________________________________________________________________
 KV4236  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 KV4236  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KV4236
 KV4236  HORZ ORDER  -  THIRD
 KV4236
 KV4236.The horizontal coordinates were established by classical geodetic methods
 KV4236.and adjusted by the National Geodetic Survey in September 1999..
 KV4236
 KV4236
 KV4236.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4236
 KV4236.The geoid height was determined by GEOID03.
 KV4236
 KV4236;                    North         East     Units Scale Factor Converg.
 KV4236;SPC NJ       -   203,170.893   182,318.832   MT  0.99991285   +0 14 56.6
 KV4236;SPC NJ       -   666,569.84    598,157.70   sFT  0.99991285   +0 14 56.6
 KV4236;SPC NY L     -    55,095.726   290,040.750   MT  1.00000022   -0 04 37.3
 KV4236;SPC NY L     -   180,759.89    951,575.36   sFT  1.00000022   -0 04 37.3
 KV4236;UTM  18      - 4,501,695.507   574,573.915   MT  0.99966845   +0 34 29.6
 KV4236
 KV4236                          SUPERSEDED SURVEY CONTROL
 KV4236
 KV4236  NAD 83(1996)-  40 39 45.93791(N)    074 07 03.98549(W) AD(       ) 4
 KV4236  NAD 83(1996)-  40 39 45.93690(N)    074 07 03.98554(W) AD(       ) 4
 KV4236  NAD 83(1992)-  40 39 45.93647(N)    074 07 03.98534(W) AD(       ) 4
 KV4236  NAD 83(1986)-  40 39 45.93644(N)    074 07 03.98542(W) AD(       ) 4
 KV4236  NAD 27      -  40 39 45.56000(N)    074 07 05.47500(W) AD(       ) 3
 KV4236
 KV4236.Superseded values are not recommended for survey control.
 KV4236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4236.See file dsdata.txt to determine how the superseded data were derived.
 KV4236
 KV4236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7457401696(NAD 83)
 KV4236_MARKER: 91 = CHURCH CROSS
 KV4236
 KV4236  HISTORY     - Date     Condition        Report By
 KV4236  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4236  HISTORY     - 1934     GOOD             CGS
 KV4236  HISTORY     - 20010430 GOOD             USPSQD
 KV4236
 KV4236                          STATION DESCRIPTION
 KV4236
 KV4236'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4236'THE WESTERLY OF TWIN SPIRES, ATOP MT. CARMEL CATHOLIC CHURCH
 KV4236'ON THE NW CORNER OF EAST 22ND STREET AND AVENUE E.  THE CHURCH
 KV4236'PROPER IS OF RED BRICK, THE RATHER STUBBY, 4-SIDED SPIRES ARE
 KV4236'GRAY SLATE-SHEATHED.
 KV4236'
 KV4236'THE STATION IS THE CROSS ATOP THE SPIRE APEX.
 KV4236
 KV4236                          STATION RECOVERY (1934)
 KV4236
 KV4236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4236'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 KV4236
 KV4236                          STATION RECOVERY (2001)
 KV4236
 KV4236'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV4236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4237 ***********************************************************************
 KV4237  DESIGNATION -  BAYONNE MT CARMEL CH E SPIRE
 KV4237  PID         -  KV4237
 KV4237  STATE/COUNTY-  NJ/HUDSON
 KV4237  USGS QUAD   -  JERSEY CITY (1981)
 KV4237
 KV4237                         *CURRENT SURVEY CONTROL
 KV4237  ___________________________________________________________________
 KV4237* NAD 83(1996)-  40 39 45.69841(N)    074 07 03.51441(W)     ADJUSTED  
 KV4237* NAVD 88     -                                                        
 KV4237  ___________________________________________________________________
 KV4237  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 KV4237  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KV4237
 KV4237  HORZ ORDER  -  THIRD
 KV4237
 KV4237.The horizontal coordinates were established by classical geodetic methods
 KV4237.and adjusted by the National Geodetic Survey in September 1999..
 KV4237
 KV4237
 KV4237.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4237
 KV4237.The geoid height was determined by GEOID03.
 KV4237
 KV4237;                    North         East     Units Scale Factor Converg.
 KV4237;SPC NJ       -   203,163.553   182,329.930   MT  0.99991286   +0 14 56.9
 KV4237;SPC NJ       -   666,545.76    598,194.11   sFT  0.99991286   +0 14 56.9
 KV4237;SPC NY L     -    55,088.322   290,051.807   MT  1.00000022   -0 04 37.0
 KV4237;SPC NY L     -   180,735.60    951,611.64   sFT  1.00000022   -0 04 37.0
 KV4237;UTM  18      - 4,501,688.231   574,585.051   MT  0.99966847   +0 34 29.9
 KV4237
 KV4237                          SUPERSEDED SURVEY CONTROL
 KV4237
 KV4237  NAD 83(1996)-  40 39 45.69834(N)    074 07 03.51444(W) AD(       ) 4
 KV4237  NAD 83(1996)-  40 39 45.69715(N)    074 07 03.51516(W) AD(       ) 4
 KV4237  NAD 83(1992)-  40 39 45.69670(N)    074 07 03.51599(W) AD(       ) 4
 KV4237  NAD 83(1986)-  40 39 45.69689(N)    074 07 03.51492(W) AD(       ) 4
 KV4237  NAD 27      -  40 39 45.32200(N)    074 07 04.99400(W) AD(       ) 3
 KV4237
 KV4237.Superseded values are not recommended for survey control.
 KV4237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4237.See file dsdata.txt to determine how the superseded data were derived.
 KV4237
 KV4237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7458501688(NAD 83)
 KV4237_MARKER: 91 = CHURCH CROSS
 KV4237
 KV4237  HISTORY     - Date     Condition        Report By
 KV4237  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4237  HISTORY     - 1934     GOOD             CGS
 KV4237
 KV4237                          STATION DESCRIPTION
 KV4237
 KV4237'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4237'THE EASTERLY OF TWIN SPIRES ATOP MT. CARMEL CATHOLIC CHURCH ON
 KV4237'THE NW CORNER OF E 22ND STREET AND AVENUE E.  THE CHURCH PROPER
 KV4237'IS OF RED BRICK, THE RATHER STUBBY, 4-SIDED SPIRES ARE GRAY
 KV4237'SLATE-SHEATHED.
 KV4237'
 KV4237'THE STATION IS THE CROSS ATOP THE SPIRE APEX.
 KV4237
 KV4237                          STATION RECOVERY (1934)
 KV4237
 KV4237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4237'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4670 ***********************************************************************
 KV4670  DESIGNATION -  BAYONNE ST ANDREW CH E STEEPLE
 KV4670  PID         -  KV4670
 KV4670  STATE/COUNTY-  NJ/HUDSON
 KV4670  USGS QUAD   -  ELIZABETH (1995)
 KV4670
 KV4670                         *CURRENT SURVEY CONTROL
 KV4670  ___________________________________________________________________
 KV4670* NAD 83(1996)-  40 38 59.48905(N)    074 07 42.53196(W)     ADJUSTED  
 KV4670* NAVD 88     -                                                        
 KV4670  ___________________________________________________________________
 KV4670  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 KV4670  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KV4670
 KV4670  HORZ ORDER  -  THIRD
 KV4670
 KV4670.The horizontal coordinates were established by classical geodetic methods
 KV4670.and adjusted by the National Geodetic Survey in September 1999..
 KV4670
 KV4670
 KV4670.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4670
 KV4670.The geoid height was determined by GEOID03.
 KV4670
 KV4670;                    North         East     Units Scale Factor Converg.
 KV4670;SPC NJ       -   201,734.367   181,419.532   MT  0.99991215   +0 14 31.3
 KV4670;SPC NJ       -   661,856.84    595,207.25   sFT  0.99991215   +0 14 31.3
 KV4670;SPC NY L     -    53,664.215   289,133.210   MT  1.00000098   -0 05 02.5
 KV4670;SPC NY L     -   176,063.35    948,597.87   sFT  1.00000098   -0 05 02.5
 KV4670;UTM  18      - 4,500,254.243   573,683.016   MT  0.99966683   +0 34 03.9
 KV4670
 KV4670                          SUPERSEDED SURVEY CONTROL
 KV4670
 KV4670  NAD 83(1996)-  40 38 59.48903(N)    074 07 42.53200(W) AD(       ) 4
 KV4670  NAD 83(1986)-  40 38 59.48806(N)    074 07 42.53234(W) AD(       ) 4
 KV4670  NAD 27      -  40 38 59.11700(N)    074 07 44.01300(W) AD(       ) 3
 KV4670
 KV4670.Superseded values are not recommended for survey control.
 KV4670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4670.See file dsdata.txt to determine how the superseded data were derived.
 KV4670
 KV4670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7368300254(NAD 83)
 KV4670_MARKER: 91 = CHURCH CROSS
 KV4670
 KV4670  HISTORY     - Date     Condition        Report By
 KV4670  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4670
 KV4670                          STATION DESCRIPTION
 KV4670
 KV4670'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4670'THE EASTERLY OF TWIN STEEPLES, IN BAYONNE, ON BERGEN POINT AT
 KV4670'THE SW CORNER OF BROADWAY AND W 4TH STREET, ON ST. ANDREWS
 KV4670'CHURCH, RISING FROM THE TERRA-COTTA TOWER AT THE NE CORNER OF
 KV4670'THE CHURCH BUILDING.
 KV4670'
 KV4670'THE STATION IS THE BASE OF THE GOLD CROSS AT THE TOWER-APEX,
 KV4670'APPROXIMATELY 60 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4671 ***********************************************************************
 KV4671  DESIGNATION -  BAYONNE ST ANDREW CH W STEEPLE
 KV4671  PID         -  KV4671
 KV4671  STATE/COUNTY-  NJ/HUDSON
 KV4671  USGS QUAD   -  ELIZABETH (1995)
 KV4671
 KV4671                         *CURRENT SURVEY CONTROL
 KV4671  ___________________________________________________________________
 KV4671* NAD 83(1996)-  40 38 59.48480(N)    074 07 43.13683(W)     ADJUSTED  
 KV4671* NAVD 88     -                                                        
 KV4671  ___________________________________________________________________
 KV4671  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 KV4671  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KV4671
 KV4671  HORZ ORDER  -  THIRD
 KV4671
 KV4671.The horizontal coordinates were established by classical geodetic methods
 KV4671.and adjusted by the National Geodetic Survey in September 1999..
 KV4671
 KV4671
 KV4671.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4671
 KV4671.The geoid height was determined by GEOID03.
 KV4671
 KV4671;                    North         East     Units Scale Factor Converg.
 KV4671;SPC NJ       -   201,734.176   181,405.323   MT  0.99991214   +0 14 30.9
 KV4671;SPC NJ       -   661,856.21    595,160.63   sFT  0.99991214   +0 14 30.9
 KV4671;SPC NY L     -    53,664.105   289,118.999   MT  1.00000098   -0 05 02.9
 KV4671;SPC NY L     -   176,062.98    948,551.25   sFT  1.00000098   -0 05 02.9
 KV4671;UTM  18      - 4,500,253.972   573,668.812   MT  0.99966680   +0 34 03.6
 KV4671
 KV4671                          SUPERSEDED SURVEY CONTROL
 KV4671
 KV4671  NAD 83(1996)-  40 38 59.48479(N)    074 07 43.13687(W) AD(       ) 4
 KV4671  NAD 83(1986)-  40 38 59.48382(N)    074 07 43.13722(W) AD(       ) 4
 KV4671  NAD 27      -  40 38 59.11200(N)    074 07 44.61900(W) AD(       ) 3
 KV4671
 KV4671.Superseded values are not recommended for survey control.
 KV4671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4671.See file dsdata.txt to determine how the superseded data were derived.
 KV4671
 KV4671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7366900254(NAD 83)
 KV4671_MARKER: 91 = CHURCH CROSS
 KV4671
 KV4671  HISTORY     - Date     Condition        Report By
 KV4671  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4671
 KV4671                          STATION DESCRIPTION
 KV4671
 KV4671'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4671'THE WESTERLY OF TWIN STEEPLES, IN BAYONNE, ON BERGEN POINT AT
 KV4671'THE SW CORNER OF BROADWAY AND W 4TH STREET, ON ST. ANDREWS
 KV4671'CHURCH, RISING FROM THE TERRA-COTTA TOWER AT THE NW CORNER OF
 KV4671'THE CHURCH BUILDING.
 KV4671'
 KV4671'THE STATION IS THE BASE OF THE GOLD CROSS AT THE TOWER-APEX,
 KV4671'APPROXIMATELY 60 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4672 ***********************************************************************
 KV4672  DESIGNATION -  BAYONNE ST MARYS CATH CH SPIRE
 KV4672  PID         -  KV4672
 KV4672  STATE/COUNTY-  NJ/HUDSON
 KV4672  USGS QUAD   -  ELIZABETH (1995)
 KV4672
 KV4672                         *CURRENT SURVEY CONTROL
 KV4672  ___________________________________________________________________
 KV4672* NAD 83(1996)-  40 39 30.51806(N)    074 07 33.26849(W)     ADJUSTED  
 KV4672* NAVD 88     -                                                        
 KV4672  ___________________________________________________________________
 KV4672  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 KV4672  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KV4672
 KV4672  HORZ ORDER  -  THIRD
 KV4672
 KV4672.The horizontal coordinates were established by classical geodetic methods
 KV4672.and adjusted by the National Geodetic Survey in September 1999..
 KV4672
 KV4672
 KV4672.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4672
 KV4672.The geoid height was determined by GEOID03.
 KV4672
 KV4672;                    North         East     Units Scale Factor Converg.
 KV4672;SPC NJ       -   202,692.331   181,633.077   MT  0.99991231   +0 14 37.5
 KV4672;SPC NJ       -   664,999.76    595,907.85   sFT  0.99991231   +0 14 37.5
 KV4672;SPC NY L     -    54,621.033   289,352.223   MT  1.00000047   -0 04 56.5
 KV4672;SPC NY L     -   179,202.51    949,316.42   sFT  1.00000047   -0 04 56.5
 KV4672;UTM  18      - 4,501,213.172   573,891.060   MT  0.99966720   +0 34 10.3
 KV4672
 KV4672                          SUPERSEDED SURVEY CONTROL
 KV4672
 KV4672  NAD 83(1996)-  40 39 30.51802(N)    074 07 33.26854(W) AD(       ) 4
 KV4672  NAD 83(1986)-  40 39 30.51697(N)    074 07 33.26923(W) AD(       ) 4
 KV4672  NAD 27      -  40 39 30.14700(N)    074 07 34.75300(W) AD(       ) 3
 KV4672
 KV4672.Superseded values are not recommended for survey control.
 KV4672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4672.See file dsdata.txt to determine how the superseded data were derived.
 KV4672
 KV4672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7389101213(NAD 83)
 KV4672_MARKER: 90 = CHURCH SPIRE
 KV4672
 KV4672  HISTORY     - Date     Condition        Report By
 KV4672  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4672  HISTORY     - 1932     GOOD             CGS
 KV4672
 KV4672                          STATION DESCRIPTION
 KV4672
 KV4672'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4672'STATION RECOVERED IN GOOD CONDITION, NO DESCRIPTION AVAILABLE.
 KV4672'
 KV4672'THIS STATION IS IN THE CITY OF BAYONNE, ON THE SE CORNER OF
 KV4672'AVENUE C AND 14TH STREET, ATOP ST. MARYS CATHOLIC CHURCH (AN
 KV4672'IRREGULARLY SHAPED, RED BRICK STRUCTURE, THE LARGEST IN THE
 KV4672'VICINITY).  IT IS THE OCTAGONAL, SLATE-ROOFED SPIRE, RISING
 KV4672'FROM A SQUARE TOWER ON THE NW CORNER OF THE STRUCTURE.
 KV4672'
 KV4672'THE STATION IS THE BASE OF THE GILDED CROSS ATOP THE SPIRE
 KV4672'APEX, APPROXIMATELY 175 FEET ABOVE THE STREET LEVEL.  NO
 KV4672'REFERENCE MEASUREMENTS WERE TAKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4229 ***********************************************************************
 KV4229  DESIGNATION -  BAYONNE ST VINCENTS CH SPIRE
 KV4229  PID         -  KV4229
 KV4229  STATE/COUNTY-  NJ/HUDSON
 KV4229  USGS QUAD   -  JERSEY CITY (1981)
 KV4229
 KV4229                         *CURRENT SURVEY CONTROL
 KV4229  ___________________________________________________________________
 KV4229* NAD 83(1996)-  40 40 55.33953(N)    074 06 25.22658(W)     ADJUSTED  
 KV4229* NAVD 88     -                                                        
 KV4229  ___________________________________________________________________
 KV4229  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 KV4229  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV4229
 KV4229  HORZ ORDER  -  THIRD
 KV4229
 KV4229.The horizontal coordinates were established by classical geodetic methods
 KV4229.and adjusted by the National Geodetic Survey in September 1999..
 KV4229
 KV4229
 KV4229.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4229
 KV4229.The geoid height was determined by GEOID03.
 KV4229
 KV4229;                    North         East     Units Scale Factor Converg.
 KV4229;SPC NJ       -   205,315.499   183,219.607   MT  0.99991358   +0 15 22.2
 KV4229;SPC NJ       -   673,605.93    601,112.99   sFT  0.99991358   +0 15 22.2
 KV4229;SPC NY L     -    57,235.355   290,953.798   MT  0.99999918   -0 04 12.0
 KV4229;SPC NY L     -   187,779.66    954,570.92   sFT  0.99999918   -0 04 12.0
 KV4229;UTM  18      - 4,503,844.677   575,462.261   MT  0.99967009   +0 34 55.7
 KV4229
 KV4229                          SUPERSEDED SURVEY CONTROL
 KV4229
 KV4229  NAD 83(1996)-  40 40 55.33946(N)    074 06 25.22657(W) AD(       ) 4
 KV4229  NAD 83(1996)-  40 40 55.33838(N)    074 06 25.22705(W) AD(       ) 4
 KV4229  NAD 83(1992)-  40 40 55.33772(N)    074 06 25.22715(W) AD(       ) 4
 KV4229  NAD 83(1986)-  40 40 55.33793(N)    074 06 25.22727(W) AD(       ) 4
 KV4229  NAD 27      -  40 40 54.96600(N)    074 06 26.71400(W) AD(       ) 3
 KV4229
 KV4229.Superseded values are not recommended for survey control.
 KV4229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4229.See file dsdata.txt to determine how the superseded data were derived.
 KV4229
 KV4229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7546203845(NAD 83)
 KV4229_MARKER: 90 = CHURCH SPIRE
 KV4229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4229+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001
 KV4229
 KV4229  HISTORY     - Date     Condition        Report By
 KV4229  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4229  HISTORY     - 1934     GOOD             CGS
 KV4229  HISTORY     - 20010319 GOOD             PORANY
 KV4229
 KV4229                          STATION DESCRIPTION
 KV4229
 KV4229'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4229'THE SPIRE OF ST. VINCENTS CHURCH ON THE NW CORNER OF 46TH STREET
 KV4229'AND AVENUE C.  THE CHURCH PROPER IS OF YELLOW STONE, ROOFED WITH
 KV4229'ORANGE TILE, THE SPIRE, SURMOUNTING A TALL, SQUARE, YELLOW-STONE
 KV4229'TOWER AT THE SW CORNER OF THE CHURCH, IS SHEATHED IN RED TILE.
 KV4229'
 KV4229'THE STATION IS THE CROSS ATOP THE SPIRE APEX.
 KV4229
 KV4229                          STATION RECOVERY (1934)
 KV4229
 KV4229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4229'RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE.
 KV4229
 KV4229                          STATION RECOVERY (2001)
 KV4229
 KV4229'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV4229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4238 ***********************************************************************
 KV4238  DESIGNATION -  BAYONNE STAN OIL NJ BOIL CHIM
 KV4238  PID         -  KV4238
 KV4238  STATE/COUNTY-  NJ/HUDSON
 KV4238  USGS QUAD   -  JERSEY CITY (1981)
 KV4238
 KV4238                         *CURRENT SURVEY CONTROL
 KV4238  ___________________________________________________________________
 KV4238* NAD 83(1996)-  40 39 35.12478(N)    074 06 25.54543(W)     ADJUSTED  
 KV4238* NAVD 88     -                                                        
 KV4238  ___________________________________________________________________
 KV4238  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 KV4238  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KV4238
 KV4238  HORZ ORDER  -  THIRD
 KV4238
 KV4238.The horizontal coordinates were established by classical geodetic methods
 KV4238.and adjusted by the National Geodetic Survey in September 1999..
 KV4238
 KV4238
 KV4238.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4238
 KV4238.The geoid height was determined by GEOID03.
 KV4238
 KV4238;                    North         East     Units Scale Factor Converg.
 KV4238;SPC NJ       -   202,841.356   183,223.178   MT  0.99991358   +0 15 21.6
 KV4238;SPC NJ       -   665,488.68    601,124.71   sFT  0.99991358   +0 15 21.6
 KV4238;SPC NY L     -    54,761.019   290,943.285   MT  1.00000039   -0 04 12.2
 KV4238;SPC NY L     -   179,661.78    954,536.43   sFT  1.00000039   -0 04 12.2
 KV4238;UTM  18      - 4,501,371.197   575,479.899   MT  0.99967012   +0 34 54.5
 KV4238
 KV4238                          SUPERSEDED SURVEY CONTROL
 KV4238
 KV4238  NAD 83(1996)-  40 39 35.12474(N)    074 06 25.54538(W) AD(       ) 4
 KV4238  NAD 83(1996)-  40 39 35.12389(N)    074 06 25.54538(W) AD(       ) 4
 KV4238  NAD 83(1992)-  40 39 35.12350(N)    074 06 25.54539(W) AD(       ) 4
 KV4238  NAD 83(1986)-  40 39 35.12340(N)    074 06 25.54532(W) AD(       ) 4
 KV4238  NAD 27      -  40 39 34.75000(N)    074 06 27.02500(W) AD(       ) 3
 KV4238
 KV4238.Superseded values are not recommended for survey control.
 KV4238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4238.See file dsdata.txt to determine how the superseded data were derived.
 KV4238
 KV4238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7548001371(NAD 83)
 KV4238_MARKER: 85 = CHIMNEY
 KV4238
 KV4238  HISTORY     - Date     Condition        Report By
 KV4238  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4238  HISTORY     - 1935     GOOD             CGS
 KV4238  HISTORY     - 20010423 GOOD             USPSQD
 KV4238
 KV4238                          STATION DESCRIPTION
 KV4238
 KV4238'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4238'AN ISOLATED CHIMNEY ON CONSTABLE POINT WESTWARD OF THE PROMINENT
 KV4238'TALL TWIN CHIMNEYS.  IT IS AT STANDARD OIL COMPANY BOILER HOUSE
 KV4238'NO. 9, AN ISOLATED RED BRICK BUILDING ON THE NE CORNER OF JOHN
 KV4238'AND E 22ND STREETS.  THE CHIMNEY IS AN ORDINARY ROUND, YELLOW
 KV4238'BRICK TYPE.
 KV4238'
 KV4238'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 125 FEET ABOVE
 KV4238'GROUND.
 KV4238
 KV4238                          STATION RECOVERY (1935)
 KV4238
 KV4238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 KV4238'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV4238
 KV4238                          STATION RECOVERY (2001)
 KV4238
 KV4238'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV4238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4239 ***********************************************************************
 KV4239  DESIGNATION -  BAYONNE STAN OIL NJ N CHIM
 KV4239  PID         -  KV4239
 KV4239  STATE/COUNTY-  NJ/HUDSON
 KV4239  USGS QUAD   -  JERSEY CITY (1981)
 KV4239
 KV4239                         *CURRENT SURVEY CONTROL
 KV4239  ___________________________________________________________________
 KV4239* NAD 83(1996)-  40 39 27.72899(N)    074 05 50.12724(W)     ADJUSTED  
 KV4239* NAVD 88     -                                                        
 KV4239  ___________________________________________________________________
 KV4239  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 KV4239  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KV4239
 KV4239  HORZ ORDER  -  THIRD
 KV4239
 KV4239.The horizontal coordinates were established by classical geodetic methods
 KV4239.and adjusted by the National Geodetic Survey in September 1999..
 KV4239
 KV4239
 KV4239.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4239
 KV4239.The geoid height was determined by GEOID03.
 KV4239
 KV4239;                    North         East     Units Scale Factor Converg.
 KV4239;SPC NJ       -   202,617.008   184,056.139   MT  0.99991427   +0 15 44.7
 KV4239;SPC NJ       -   664,752.63    603,857.52   sFT  0.99991427   +0 15 44.7
 KV4239;SPC NY L     -    54,531.914   291,775.028   MT  1.00000051   -0 03 49.0
 KV4239;SPC NY L     -   178,910.12    957,265.24   sFT  1.00000051   -0 03 49.0
 KV4239;UTM  18      - 4,501,151.642   576,313.920   MT  0.99967168   +0 35 17.5
 KV4239
 KV4239                          SUPERSEDED SURVEY CONTROL
 KV4239
 KV4239  NAD 83(1996)-  40 39 27.72896(N)    074 05 50.12721(W) AD(       ) 4
 KV4239  NAD 83(1996)-  40 39 27.72829(N)    074 05 50.12724(W) AD(       ) 4
 KV4239  NAD 83(1992)-  40 39 27.72797(N)    074 05 50.12738(W) AD(       ) 4
 KV4239  NAD 83(1986)-  40 39 27.72786(N)    074 05 50.12729(W) AD(       ) 4
 KV4239  NAD 27      -  40 39 27.35300(N)    074 05 51.61300(W) AD(       ) 3
 KV4239
 KV4239.Superseded values are not recommended for survey control.
 KV4239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4239.See file dsdata.txt to determine how the superseded data were derived.
 KV4239
 KV4239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7631401152(NAD 83)
 KV4239_MARKER: 85 = CHIMNEY
 KV4239
 KV4239  HISTORY     - Date     Condition        Report By
 KV4239  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4239  HISTORY     - 1934     GOOD             CGS
 KV4239
 KV4239                          STATION DESCRIPTION
 KV4239
 KV4239'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4239'THE NORTHERLY OF TWIN GRAY CHIMNEYS IN THE CONSTABLE POINT WORKS
 KV4239'OF THE STANDARD OIL COMPANY OF NEW JERSEY.  THEY ARE THE TALLEST
 KV4239'AND MOST PROMINENT PAIR IN THE VICINITY ORDINARY ROUND, BRICK
 KV4239'TYPE.  THIS CHIMNEY IS ON THE N SIDE OF BOILER HOUSE NO. 11, AT
 KV4239'THE FOOT OF E 22ND STREET.
 KV4239'
 KV4239'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 250 FEET ABOVE
 KV4239'GROUND.
 KV4239
 KV4239                          STATION RECOVERY (1934)
 KV4239
 KV4239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4239'STATION RECOVERED IN GOOD CONDITION, AND ORIGINAL DESCRIPTION
 KV4239'IS FULLY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4240 ***********************************************************************
 KV4240  DESIGNATION -  BAYONNE STAN OIL NJ S CHIM
 KV4240  PID         -  KV4240
 KV4240  STATE/COUNTY-  NJ/HUDSON
 KV4240  USGS QUAD   -  JERSEY CITY (1981)
 KV4240
 KV4240                         *CURRENT SURVEY CONTROL
 KV4240  ___________________________________________________________________
 KV4240* NAD 83(1996)-  40 39 26.39755(N)    074 05 51.10877(W)     ADJUSTED  
 KV4240* NAVD 88     -                                                        
 KV4240  ___________________________________________________________________
 KV4240  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 KV4240  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KV4240
 KV4240  HORZ ORDER  -  THIRD
 KV4240
 KV4240.The horizontal coordinates were established by classical geodetic methods
 KV4240.and adjusted by the National Geodetic Survey in September 1999..
 KV4240
 KV4240
 KV4240.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4240
 KV4240.The geoid height was determined by GEOID03.
 KV4240
 KV4240;                    North         East     Units Scale Factor Converg.
 KV4240;SPC NJ       -   202,575.836   184,033.272   MT  0.99991425   +0 15 44.0
 KV4240;SPC NJ       -   664,617.56    603,782.49   sFT  0.99991425   +0 15 44.0
 KV4240;SPC NY L     -    54,490.870   291,751.925   MT  1.00000053   -0 03 49.7
 KV4240;SPC NY L     -   178,775.46    957,189.44   sFT  1.00000053   -0 03 49.7
 KV4240;UTM  18      - 4,501,110.351   576,291.292   MT  0.99967164   +0 35 16.9
 KV4240
 KV4240                          SUPERSEDED SURVEY CONTROL
 KV4240
 KV4240  NAD 83(1996)-  40 39 26.39751(N)    074 05 51.10874(W) AD(       ) 4
 KV4240  NAD 83(1996)-  40 39 26.39684(N)    074 05 51.10876(W) AD(       ) 4
 KV4240  NAD 83(1992)-  40 39 26.39653(N)    074 05 51.10889(W) AD(       ) 4
 KV4240  NAD 83(1986)-  40 39 26.39642(N)    074 05 51.10880(W) AD(       ) 4
 KV4240  NAD 27      -  40 39 26.02200(N)    074 05 52.59400(W) AD(       ) 3
 KV4240
 KV4240.Superseded values are not recommended for survey control.
 KV4240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4240.See file dsdata.txt to determine how the superseded data were derived.
 KV4240
 KV4240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7629101110(NAD 83)
 KV4240_MARKER: 85 = CHIMNEY
 KV4240
 KV4240  HISTORY     - Date     Condition        Report By
 KV4240  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4240  HISTORY     - 1934     GOOD             CGS
 KV4240
 KV4240                          STATION DESCRIPTION
 KV4240
 KV4240'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4240'THE SOUTHERLY OF TWIN GRAY CHIMNEYS IN THE CONSTABLE POINT
 KV4240'WORKS OF THE STANDARD OIL COMPANY OF NEW JERSEY.  THEY ARE THE
 KV4240'TALLEST AND MOST PROMINENT PAIR IN THE VICINITY ORDINARY ROUND,
 KV4240'BRICK TYPE.  THIS CHIMNEY IS ON THE S SIDE OF BOILER HOUSE
 KV4240'NO.11, AT THE FOOT OF E 22ND STREET, AND 120 FEET DISTANT FROM
 KV4240'THE NORTHERLY TWIN.
 KV4240'
 KV4240'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 250 FEET ABOVE
 KV4240'GROUND.
 KV4240
 KV4240                          STATION RECOVERY (1934)
 KV4240
 KV4240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4240'STATION RECOVERED IN GOOD CONDITION, AND ORIGINAL DESCRIPTION
 KV4240'IS FULLY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4241 ***********************************************************************
 KV4241  DESIGNATION -  BAYONNE STAN OIL NJ W CHIM
 KV4241  PID         -  KV4241
 KV4241  STATE/COUNTY-  NJ/HUDSON
 KV4241  USGS QUAD   -  JERSEY CITY (1981)
 KV4241
 KV4241                         *CURRENT SURVEY CONTROL
 KV4241  ___________________________________________________________________
 KV4241* NAD 83(1996)-  40 39 22.26506(N)    074 06 01.30747(W)     ADJUSTED  
 KV4241* NAVD 88     -                                                        
 KV4241  ___________________________________________________________________
 KV4241  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 KV4241  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV4241
 KV4241  HORZ ORDER  -  THIRD
 KV4241
 KV4241.The horizontal coordinates were established by classical geodetic methods
 KV4241.and adjusted by the National Geodetic Survey in September 1999..
 KV4241
 KV4241
 KV4241.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4241
 KV4241.The geoid height was determined by GEOID03.
 KV4241
 KV4241;                    North         East     Units Scale Factor Converg.
 KV4241;SPC NJ       -   202,447.283   183,794.291   MT  0.99991405   +0 15 37.3
 KV4241;SPC NJ       -   664,195.79    602,998.44   sFT  0.99991405   +0 15 37.3
 KV4241;SPC NY L     -    54,363.667   291,512.196   MT  1.00000060   -0 03 56.3
 KV4241;SPC NY L     -   178,358.13    956,402.93   sFT  1.00000060   -0 03 56.3
 KV4241;UTM  18      - 4,500,980.473   576,053.104   MT  0.99967119   +0 35 10.2
 KV4241
 KV4241                          SUPERSEDED SURVEY CONTROL
 KV4241
 KV4241  NAD 83(1996)-  40 39 22.26503(N)    074 06 01.30744(W) AD(       ) 4
 KV4241  NAD 83(1996)-  40 39 22.26434(N)    074 06 01.30741(W) AD(       ) 4
 KV4241  NAD 83(1992)-  40 39 22.26402(N)    074 06 01.30750(W) AD(       ) 4
 KV4241  NAD 83(1986)-  40 39 22.26390(N)    074 06 01.30742(W) AD(       ) 4
 KV4241  NAD 27      -  40 39 21.88900(N)    074 06 02.79200(W) AD(       ) 3
 KV4241
 KV4241.Superseded values are not recommended for survey control.
 KV4241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4241.See file dsdata.txt to determine how the superseded data were derived.
 KV4241
 KV4241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7605300980(NAD 83)
 KV4241_MARKER: 85 = CHIMNEY
 KV4241
 KV4241  HISTORY     - Date     Condition        Report By
 KV4241  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4241
 KV4241                          STATION DESCRIPTION
 KV4241
 KV4241'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4241'THE WESTERLY OF SHORT TWIN CHIMNEYS SW OF THE PROMINENT TALL TWIN
 KV4241'CHIMNEYS IN THE CONSTABLE POINT WORKS OF THE STANDARD OIL
 KV4241'COMPANY OF NEW JERSEY.  THEY ARE ON THE S SIDE OF A PROLONGATION OF
 KV4241'E 22ND STREET, AT BOILER HOUSE NO. 10, ORDINARY ROUND, BRICK
 KV4241'TYPES.
 KV4241'
 KV4241'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 175 FEET ABOVE
 KV4241'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4242 ***********************************************************************
 KV4242  DESIGNATION -  BAYONNE STAN OIL NJ E CHIM
 KV4242  PID         -  KV4242
 KV4242  STATE/COUNTY-  NJ/HUDSON
 KV4242  USGS QUAD   -  JERSEY CITY (1981)
 KV4242
 KV4242                         *CURRENT SURVEY CONTROL
 KV4242  ___________________________________________________________________
 KV4242* NAD 83(1996)-  40 39 22.12817(N)    074 05 59.45001(W)     ADJUSTED  
 KV4242* NAVD 88     -                                                        
 KV4242  ___________________________________________________________________
 KV4242  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 KV4242  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV4242
 KV4242  HORZ ORDER  -  THIRD
 KV4242
 KV4242.The horizontal coordinates were established by classical geodetic methods
 KV4242.and adjusted by the National Geodetic Survey in September 1999..
 KV4242
 KV4242
 KV4242.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4242
 KV4242.The geoid height was determined by GEOID03.
 KV4242
 KV4242;                    North         East     Units Scale Factor Converg.
 KV4242;SPC NJ       -   202,443.259   183,837.941   MT  0.99991409   +0 15 38.6
 KV4242;SPC NJ       -   664,182.59    603,141.64   sFT  0.99991409   +0 15 38.6
 KV4242;SPC NY L     -    54,359.395   291,555.826   MT  1.00000060   -0 03 55.1
 KV4242;SPC NY L     -   178,344.12    956,546.07   sFT  1.00000060   -0 03 55.1
 KV4242;UTM  18      - 4,500,976.698   576,096.766   MT  0.99967128   +0 35 11.4
 KV4242
 KV4242                          SUPERSEDED SURVEY CONTROL
 KV4242
 KV4242  NAD 83(1996)-  40 39 22.12813(N)    074 05 59.44998(W) AD(       ) 4
 KV4242  NAD 83(1996)-  40 39 22.12746(N)    074 05 59.44995(W) AD(       ) 4
 KV4242  NAD 83(1992)-  40 39 22.12714(N)    074 05 59.45005(W) AD(       ) 4
 KV4242  NAD 83(1986)-  40 39 22.12704(N)    074 05 59.44995(W) AD(       ) 4
 KV4242  NAD 27      -  40 39 21.75300(N)    074 06 00.93400(W) AD(       ) 3
 KV4242
 KV4242.Superseded values are not recommended for survey control.
 KV4242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4242.See file dsdata.txt to determine how the superseded data were derived.
 KV4242
 KV4242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7609700977(NAD 83)
 KV4242_MARKER: 85 = CHIMNEY
 KV4242
 KV4242  HISTORY     - Date     Condition        Report By
 KV4242  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4242
 KV4242                          STATION DESCRIPTION
 KV4242
 KV4242'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4242'THE EASTERLY OF SHORT TWIN CHIMNEYS SW OF THE PROMINENT TALL
 KV4242'TWIN CHIMNEYS IN THE CONSTABLE POINT WORKS OF THE STANDARD OIL
 KV4242'COMPANY OF NEW JERSEY.  THEY ARE ON THE S SIDE OF A PROLONGATION
 KV4242'OF E 22ND STREET, AT BOILER HOUSE NO. 10 ORDINARY ROUND BRICK
 KV4242'TYPES.
 KV4242'
 KV4242'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 175 FEET ABOVE
 KV4242'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4243 ***********************************************************************
 KV4243  DESIGNATION -  BAYONNE STAN OIL NJ TALL CHIM
 KV4243  PID         -  KV4243
 KV4243  STATE/COUNTY-  NJ/HUDSON
 KV4243  USGS QUAD   -  JERSEY CITY (1981)
 KV4243
 KV4243                         *CURRENT SURVEY CONTROL
 KV4243  ___________________________________________________________________
 KV4243* NAD 83(1996)-  40 39 15.90787(N)    074 05 54.38885(W)     ADJUSTED  
 KV4243* NAVD 88     -                                                        
 KV4243  ___________________________________________________________________
 KV4243  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 KV4243  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KV4243
 KV4243  HORZ ORDER  -  THIRD
 KV4243
 KV4243.The horizontal coordinates were established by classical geodetic methods
 KV4243.and adjusted by the National Geodetic Survey in September 1999..
 KV4243
 KV4243
 KV4243.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4243
 KV4243.The geoid height was determined by GEOID03.
 KV4243
 KV4243;                    North         East     Units Scale Factor Converg.
 KV4243;SPC NJ       -   202,251.945   183,957.702   MT  0.99991419   +0 15 41.8
 KV4243;SPC NJ       -   663,554.92    603,534.56   sFT  0.99991419   +0 15 41.8
 KV4243;SPC NY L     -    54,167.386   291,674.507   MT  1.00000070   -0 03 51.8
 KV4243;SPC NY L     -   177,714.17    956,935.45   sFT  1.00000070   -0 03 51.8
 KV4243;UTM  18      - 4,500,786.115   576,217.584   MT  0.99967150   +0 35 14.6
 KV4243
 KV4243                          SUPERSEDED SURVEY CONTROL
 KV4243
 KV4243  NAD 83(1996)-  40 39 15.90783(N)    074 05 54.38882(W) AD(       ) 4
 KV4243  NAD 83(1996)-  40 39 15.90711(N)    074 05 54.38885(W) AD(       ) 4
 KV4243  NAD 83(1992)-  40 39 15.90678(N)    074 05 54.38897(W) AD(       ) 4
 KV4243  NAD 83(1986)-  40 39 15.90667(N)    074 05 54.38884(W) AD(       ) 4
 KV4243  NAD 27      -  40 39 15.53200(N)    074 05 55.87400(W) AD(       ) 3
 KV4243
 KV4243.Superseded values are not recommended for survey control.
 KV4243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4243.See file dsdata.txt to determine how the superseded data were derived.
 KV4243
 KV4243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7621800786(NAD 83)
 KV4243_MARKER: 85 = CHIMNEY
 KV4243
 KV4243  HISTORY     - Date     Condition        Report By
 KV4243  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4243  HISTORY     - 20010419 MARK NOT FOUND   USPSQD
 KV4243
 KV4243                          STATION DESCRIPTION
 KV4243
 KV4243'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4243'THE TALLEST AND MOST PROMINENT LONE CHIMNEY ON CONSTABLE POINT, IN
 KV4243'THE WORKS OF THE STANDARD OIL COMPANY OF NEW JERSEY NEAR E 22ND
 KV4243'STREET.  IT IS AN ORDINARY ROUND TYPE OF YELLOW BRICK.
 KV4243'
 KV4243'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 225 FEET ABOVE
 KV4243'GROUND.
 KV4243
 KV4243                          STATION RECOVERY (2001)
 KV4243
 KV4243'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV4243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4231 ***********************************************************************
 KV4231  DESIGNATION -  BAYONNE UPPER BAY WTRFRONT CHY
 KV4231  PID         -  KV4231
 KV4231  STATE/COUNTY-  NJ/HUDSON
 KV4231  USGS QUAD   -  JERSEY CITY (1981)
 KV4231
 KV4231                         *CURRENT SURVEY CONTROL
 KV4231  ___________________________________________________________________
 KV4231* NAD 83(1996)-  40 40 44.55975(N)    074 06 01.56134(W)     ADJUSTED  
 KV4231* NAVD 88     -                                                        
 KV4231  ___________________________________________________________________
 KV4231  LAPLACE CORR-           5.13  (seconds)                    DEFLEC99
 KV4231  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KV4231
 KV4231  HORZ ORDER  -  THIRD
 KV4231
 KV4231.The horizontal coordinates were established by classical geodetic methods
 KV4231.and adjusted by the National Geodetic Survey in September 1999..
 KV4231
 KV4231
 KV4231.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4231
 KV4231.The geoid height was determined by GEOID03.
 KV4231
 KV4231;                    North         East     Units Scale Factor Converg.
 KV4231;SPC NJ       -   204,985.517   183,776.792   MT  0.99991404   +0 15 37.6
 KV4231;SPC NJ       -   672,523.32    602,941.03   sFT  0.99991404   +0 15 37.6
 KV4231;SPC NY L     -    56,902.178   291,509.142   MT  0.99999934   -0 03 56.5
 KV4231;SPC NY L     -   186,686.56    956,392.91   sFT  0.99999934   -0 03 56.5
 KV4231;UTM  18      - 4,503,517.949   576,021.178   MT  0.99967113   +0 35 11.0
 KV4231
 KV4231                          SUPERSEDED SURVEY CONTROL
 KV4231
 KV4231  NAD 83(1996)-  40 40 44.55968(N)    074 06 01.56134(W) AD(       ) 4
 KV4231  NAD 83(1996)-  40 40 44.55867(N)    074 06 01.56183(W) AD(       ) 4
 KV4231  NAD 83(1992)-  40 40 44.55806(N)    074 06 01.56201(W) AD(       ) 4
 KV4231  NAD 83(1986)-  40 40 44.55828(N)    074 06 01.56209(W) AD(       ) 4
 KV4231  NAD 27      -  40 40 44.18600(N)    074 06 03.05100(W) AD(       ) 3
 KV4231
 KV4231.Superseded values are not recommended for survey control.
 KV4231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4231.See file dsdata.txt to determine how the superseded data were derived.
 KV4231
 KV4231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7602103518(NAD 83)
 KV4231_MARKER: 85 = CHIMNEY
 KV4231
 KV4231  HISTORY     - Date     Condition        Report By
 KV4231  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4231  HISTORY     - 1935     GOOD             CGS
 KV4231  HISTORY     - 20010419 GOOD             USPSQD
 KV4231
 KV4231                          STATION DESCRIPTION
 KV4231
 KV4231'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4231'A PROMINENT BRICK CHIMNEY ON THE UPPER BAY WATER FRONT ABOUT 1
 KV4231'MILE W OF THE PENNSYLVANIA RAILROAD GRAIN ELEVATOR.  IT IS LOCATED
 KV4231'NEAR A LARGE GROUP OF OIL STORAGE TANKS.  IT WAS NOT VISITED.
 KV4231'
 KV4231'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 150 FEET ABOVE
 KV4231'GROUND.
 KV4231
 KV4231                          STATION RECOVERY (1935)
 KV4231
 KV4231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 KV4231'RECOVERED IN GOOD CONDITION.
 KV4231'
 KV4231'A COMPLETE DESCRIPTION FOLLOWS--IT IS A YELLOW BRICK CHIMNEY
 KV4231'LOCATED IN THE PLANT OF THE AMERICAN RADIATOR COMPANY SITUATED
 KV4231'E OF THE TRACKS OF THE CENTRAL RAILROAD OF NEW JERSEY, AT THE
 KV4231'FOOT OF E 46TH STREET, BAYONNE.
 KV4231'
 KV4231'CHIMNEY RISES FROM THE GROUND IN AN AREAWAY S OF THE POWER
 KV4231'HOUSE, A THREE-STORY BUILDING WITH A SECOND STORY SET-BACK.
 KV4231'
 KV4231'STATION IS THE CHIMNEY TOP, APPROXIMATELY 200 FEET ABOVE THE
 KV4231'GROUND.
 KV4231
 KV4231                          STATION RECOVERY (2001)
 KV4231
 KV4231'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV4231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0776 ***********************************************************************
 KV0776  DESIGNATION -  BAYSTREET
 KV0776  PID         -  KV0776
 KV0776  STATE/COUNTY-  NJ/MIDDLESEX
 KV0776  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0776
 KV0776                         *CURRENT SURVEY CONTROL
 KV0776  ___________________________________________________________________
 KV0776* NAD 83(1986)-  40 28 00.90251(N)    074 15 51.29548(W)     ADJUSTED  
 KV0776* NAVD 88     -        13.466  (meters)      44.18   (feet)  ADJUSTED  
 KV0776  ___________________________________________________________________
 KV0776  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 KV0776  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV0776  DYNAMIC HT  -          13.460 (meters)      44.16  (feet)  COMP
 KV0776  MODELED GRAV-     980,220.0   (mgal)                       NAVD 88
 KV0776
 KV0776  HORZ ORDER  -  SECOND
 KV0776  VERT ORDER  -  FIRST     CLASS II
 KV0776
 KV0776.The horizontal coordinates were established by classical geodetic methods
 KV0776.and adjusted by the National Geodetic Survey in July 1986..
 KV0776
 KV0776.The orthometric height was determined by differential leveling
 KV0776.and adjusted by the National Geodetic Survey in June 1991..
 KV0776
 KV0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0776
 KV0776.The geoid height was determined by GEOID03.
 KV0776
 KV0776.The dynamic height is computed by dividing the NAVD 88
 KV0776.geopotential number by the normal gravity value computed on the
 KV0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0776.degrees latitude (g = 980.6199 gals.).
 KV0776
 KV0776.The modeled gravity was interpolated from observed gravity values.
 KV0776
 KV0776;                    North         East     Units Scale Factor Converg.
 KV0776;SPC NJ       -   181,382.012   169,991.930   MT  0.99990492   +0 09 10.8
 KV0776;SPC NJ       -   595,084.15    557,715.19   sFT  0.99990492   +0 09 10.8
 KV0776;SPC NY L     -    33,375.161   277,588.875   MT  1.00001713   -0 10 22.2
 KV0776;SPC NY L     -   109,498.34    910,722.83   sFT  1.00001713   -0 10 22.2
 KV0776;UTM  18      - 4,479,842.498   562,373.930   MT  0.99964789   +0 28 39.1
 KV0776
 KV0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0776!SPC NJ       -   1.00000298  x   0.99990492  =   0.99990790
 KV0776!SPC NY L     -   1.00000298  x   1.00001713  =   1.00002011
 KV0776!UTM  18      -   1.00000298  x   0.99964789  =   0.99965087
 KV0776
 KV0776                          SUPERSEDED SURVEY CONTROL
 KV0776
 KV0776  NGVD 29 (??/??/??)   13.823  (m)           45.35   (f) ADJUSTED    1 2
 KV0776
 KV0776.Superseded values are not recommended for survey control.
 KV0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0776.See file dsdata.txt to determine how the superseded data were derived.
 KV0776
 KV0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6237479842(NAD 83)
 KV0776_MARKER: DS = TRIANGULATION STATION DISK
 KV0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0776_STAMPING: BAYSTREET 1962
 KV0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0776+STABILITY: SURFACE MOTION
 KV0776
 KV0776  HISTORY     - Date     Condition        Report By
 KV0776  HISTORY     - 1962     MONUMENTED       CGS
 KV0776  HISTORY     - 1964     GOOD             CGS
 KV0776  HISTORY     - 1964     GOOD             CGS
 KV0776  HISTORY     - 1986     GOOD             USPSQD
 KV0776
 KV0776                          STATION DESCRIPTION
 KV0776
 KV0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV0776'THE STATION IS LOCATED IN MORGAN BOROUGH, ABOUT 0.4 MILE NORTHWEST
 KV0776'OF THE BRIDGE OVER CHEESEQUAKE CREEK AND ON BOROUGH PROPERTY.  IT IS
 KV0776'10 FEET NORTH OF A WITNESS POST, 10 FEET NORTH OF A TELEPHONE POLE,
 KV0776'30 FEET EAST OF A MANHOLE COVER, 41 FEET SOUTH OF AN 8-INCH
 KV0776'COTTONWOOD TREE, 62 FEET EAST OF A FIRE HYDRANT AND 80 FEET
 KV0776'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE.  THE MONUMENT IS FLUSH
 KV0776'AND THE DISK IS STAMPED---BAY STREET 1962---.
 KV0776'
 KV0776'TO REACH FROM THE POST OFFICE IN FLIFFWOOD, GO NORTHWEST ON STATE
 KV0776'HIGHWAY 35 FOR 2.55 MILES TO THE CHEESEQUAKE CREEK BRIDGE AND THE
 KV0776'AZIMUTH MARK ON THE RIGHT NEAR THE NORTHWEST END OF THE BRIDGE.
 KV0776'CONTINUE NORTHWEST ON THE HIGHWAY FOR 0.3 MILE TO A SIDE STREET
 KV0776'RIGHT (MORGAN AVENUE).  TURN RIGHT AND GO NORTH ON MORGAN AVENUE FOR
 KV0776'0.15 MILE TO A SIDE STREET RIGHT (BAY AVENUE).  TURN RIGHT AND GO
 KV0776'EAST ON BAY AVENUE FOR 0.05 MILE TO THE END OF THE STREET AND THE
 KV0776'STATION ON A BLUFF OVERLOOKING RAILROAD TRACKS.
 KV0776'
 KV0776'REFERENCE MARK 1 IS 9 FEET WEST OF THE EDGE OF THE BLUFF, 18 FEET
 KV0776'SOUTH OF THE TELEPHONE POLE AND THE WITNESS POST AND 78 FEET EAST OF
 KV0776'THE NORTHEAST CORNER OF THE HOUSE.  THE MONUMENT IS FLUSH AND THE
 KV0776'DISK IS STAMPED---BAY STREET NO 1 1962---.
 KV0776'
 KV0776'AREFERENCE MARK 2 IS 2 FEET EAST OF A MANHOLE COVER, 36 FEET EAST OF
 KV0776'THE FIRE HYDRANT AND 56 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 KV0776'THE HOUSE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED---BAY
 KV0776'STREET NO 2 1962---.
 KV0776'
 KV0776'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK CEMENTED IN A DRILL
 KV0776'HOLE IN THE NORTHEAST BRIDGE RAILING OF THE CHEESEQUAKE CREEK BRIDGE.
 KV0776'IT IS 2 FEET NORTHWEST OF A LIGHT POLE, 41 FEET SOUTHEAST OF THE END
 KV0776'OF THE BRIDGE RAIL AND 41 FEET NORTHEAST OF THE CENTER OF THE BRIDGE.
 KV0776'THE DISK IS ABOUT 4 FEET ABOVE THE BRIDGE FLOOR AND IS
 KV0776'STAMPED---BAY STREET 1962---.
 KV0776'
 KV0776'HEIGHT OF LIGHT ABOVE STATION MARK--1.50 METERS.
 KV0776
 KV0776                          STATION RECOVERY (1964)
 KV0776
 KV0776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 KV0776'THE STATION, REFERENCE MARK 1, 2 AND THE AZIMUTH MARK WERE RECOVERED
 KV0776'AS DESCRIBED.
 KV0776
 KV0776                          STATION RECOVERY (1964)
 KV0776
 KV0776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0776'AT MORGAN.
 KV0776'AT MORGAN, 0.3 MILE NORTHWEST ALONG STATE HIGHWAY 35 FROM THE
 KV0776'WEST END OF BRIDGE OVER CHEESEQUAKE CREEK, THENCE 0.15 MILE
 KV0776'NORTH ON MORGAN AVENUE, THENCE 0.05 MILE EAST ALONG BAY AVENUE
 KV0776'AT A POINT OVERLOOKING THE RAILROAD TRACKS, 98.0 FEET NORTHEAST
 KV0776'OF THE NORTHEAST CORNER OF BRICK HOUSE, 62.5 FEET EAST OF A FIRE
 KV0776'HYDRANT, 28.0 FEET NORTH OF RM 1, 27.7 FEET EAST OF RM 2, 10.2
 KV0776'FEET NORTH OF TELEPHONE POLE NUMBER BT 1106 SE AND IS SET IN THE
 KV0776'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 KV0776'GROUND.
 KV0776
 KV0776                          STATION RECOVERY (1986)
 KV0776
 KV0776'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0771 ***********************************************************************
 KV0771  DESIGNATION -  BAYSTREET AZ MK
 KV0771  PID         -  KV0771
 KV0771  STATE/COUNTY-  NJ/MIDDLESEX
 KV0771  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0771
 KV0771                         *CURRENT SURVEY CONTROL
 KV0771  ___________________________________________________________________
 KV0771* NAD 83(1986)-  40 27 48.     (N)    074 15 33.     (W)     SCALED    
 KV0771* NAVD 88     -        12.506  (meters)      41.03   (feet)  ADJUSTED  
 KV0771  ___________________________________________________________________
 KV0771  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV0771  DYNAMIC HT  -          12.501 (meters)      41.01  (feet)  COMP
 KV0771  MODELED GRAV-     980,220.6   (mgal)                       NAVD 88
 KV0771
 KV0771  VERT ORDER  -  FIRST     CLASS II
 KV0771
 KV0771.The horizontal coordinates were scaled from a topographic map and have
 KV0771.an estimated accuracy of +/- 6 seconds.
 KV0771
 KV0771.The orthometric height was determined by differential leveling
 KV0771.and adjusted by the National Geodetic Survey in June 1991..
 KV0771.WARNING-Repeat measurements at this control monument indicate possible
 KV0771.vertical movement.
 KV0771
 KV0771.The geoid height was determined by GEOID03.
 KV0771
 KV0771.The dynamic height is computed by dividing the NAVD 88
 KV0771.geopotential number by the normal gravity value computed on the
 KV0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0771.degrees latitude (g = 980.6199 gals.).
 KV0771
 KV0771.The modeled gravity was interpolated from observed gravity values.
 KV0771
 KV0771;                    North         East    Units  Estimated Accuracy
 KV0771;SPC NJ       -   180,990.      170,420.      MT  (+/- 180 meters Scaled)
 KV0771
 KV0771                          SUPERSEDED SURVEY CONTROL
 KV0771
 KV0771  NGVD 29 (01/10/92)   12.806  (m)           42.01   (f) ADJUSTED    1 2
 KV0771
 KV0771.Superseded values are not recommended for survey control.
 KV0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0771.See file dsdata.txt to determine how the superseded data were derived.
 KV0771
 KV0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK628794(NAD 83)
 KV0771_MARKER: DZ = AZIMUTH MARK DISK
 KV0771_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0771_SP_SET: BRIDGE GUARD RAIL
 KV0771_STAMPING: BAYSTREET 1962
 KV0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0771
 KV0771  HISTORY     - Date     Condition        Report By
 KV0771  HISTORY     - 1962     MONUMENTED       CGS
 KV0771  HISTORY     - 1964     GOOD             CGS
 KV0771  HISTORY     - 1979     GOOD             NGS
 KV0771  HISTORY     - 1986     GOOD             USPSQD
 KV0771  HISTORY     - 20051109 GOOD             GEOCAC
 KV0771
 KV0771                          STATION DESCRIPTION
 KV0771
 KV0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0771'AT MORGAN.
 KV0771'AT MORGAN, AT THE NORTHWEST END OF GUARD RAIL AT THE NORTHWEST
 KV0771'END OF STATE HIGHWAY 35 BRIDGE OVER CHEESEQUAKE CREEK, 23.0
 KV0771'FEET NORTHEAST OF THE CENTER LINE OF THE NORTHWEST-BOUND LANE
 KV0771'OF STATE HIGHWAY 35, 6.5 FEET NORTHEAST OF THE NORTHEAST CURB
 KV0771'OF HIGHWAY 35, 2.1 FEET NORTHWEST OF A LIGHT POLE, ABOUT 4 FEET
 KV0771'ABOVE THE BRIDGE FLOOR AND SET IN THE TOP OF THE NORTHEAST GUARD
 KV0771'RAIL.
 KV0771
 KV0771                          STATION RECOVERY (1979)
 KV0771
 KV0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0771'RECOVERED IN GOOD CONDITION.
 KV0771
 KV0771                          STATION RECOVERY (1986)
 KV0771
 KV0771'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0771'RECOVERED IN GOOD CONDITION.
 KV0771
 KV0771                          STATION RECOVERY (2005)
 KV0771
 KV0771'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 KV0771'HANDHELD COORDINATES ARE N40-27-47.22 W074-15-33.54.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7145 ***********************************************************************
 KV7145  DESIGNATION -  BAYSTREET RESET
 KV7145  PID         -  KV7145
 KV7145  STATE/COUNTY-  NJ/MIDDLESEX
 KV7145  USGS QUAD   -  SOUTH AMBOY (1981)
 KV7145
 KV7145                         *CURRENT SURVEY CONTROL
 KV7145  ___________________________________________________________________
 KV7145* NAD 83(1996)-  40 28 00.90025(N)    074 15 51.29774(W)     ADJUSTED  
 KV7145* NAVD 88     -        13.4    (meters)      44.     (feet)  GPS OBS   
 KV7145  ___________________________________________________________________
 KV7145  X           -   1,317,821.823 (meters)                     COMP
 KV7145  Y           -  -4,677,095.813 (meters)                     COMP
 KV7145  Z           -   4,117,553.330 (meters)                     COMP
 KV7145  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 KV7145  ELLIP HEIGHT-         -19.06  (meters)          (10/23/02) GPS OBS
 KV7145  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV7145
 KV7145  HORZ ORDER  -  FIRST
 KV7145  ELLP ORDER  -  FOURTH    CLASS I
 KV7145
 KV7145.The horizontal coordinates were established by GPS observations
 KV7145.and adjusted by the National Geodetic Survey in May 1999..
 KV7145
 KV7145.The orthometric height was determined by GPS observations and a
 KV7145.high-resolution geoid model.
 KV7145
 KV7145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7145
 KV7145.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7145
 KV7145.The ellipsoidal height was determined by GPS observations
 KV7145.and is referenced to NAD 83.
 KV7145
 KV7145.The geoid height was determined by GEOID03.
 KV7145
 KV7145;                    North         East     Units Scale Factor Converg.
 KV7145;SPC NJ       -   181,381.942   169,991.877   MT  0.99990492   +0 09 10.8
 KV7145;SPC NJ       -   595,083.92    557,715.02   sFT  0.99990492   +0 09 10.8
 KV7145;SPC NY L     -    33,375.092   277,588.822   MT  1.00001713   -0 10 22.2
 KV7145;SPC NY L     -   109,498.11    910,722.66   sFT  1.00001713   -0 10 22.2
 KV7145;UTM  18      - 4,479,842.428   562,373.877   MT  0.99964789   +0 28 39.1
 KV7145
 KV7145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7145!SPC NJ       -   1.00000299  x   0.99990492  =   0.99990791
 KV7145!SPC NY L     -   1.00000299  x   1.00001713  =   1.00002012
 KV7145!UTM  18      -   1.00000299  x   0.99964789  =   0.99965088
 KV7145
 KV7145:                Primary Azimuth Mark                     Grid Az
 KV7145:SPC NJ       -  UNION BEACH WATER TANK                   109 51 37.2
 KV7145:SPC NY L     -  UNION BEACH WATER TANK                   110 11 10.2
 KV7145:UTM  18      -  UNION BEACH WATER TANK                   109 32 08.9
 KV7145
 KV7145|---------------------------------------------------------------------|
 KV7145| PID    Reference Object                     Distance      Geod. Az  |
 KV7145|                                                           dddmmss.s |
 KV7145| KV5109 UNION BEACH WATER TANK              APPROX. 8.7 KM 1100048.0 |
 KV7145| KV5096 LOCKPORT AERO MARINE TANK           APPROX. 6.8 KM 1134638.5 |
 KV7145| KV0771 BAYSTREET AZ MK                                    1352446.3 |
 KV7145| KV0777 BAYSTREET RM 1                        8.506 METERS 15644     |
 KV7145| KV0775 BAYSTREET RM 2                        8.461 METERS 25413     |
 KV7145|---------------------------------------------------------------------|
 KV7145
 KV7145                          SUPERSEDED SURVEY CONTROL
 KV7145
 KV7145  NAD 83(1996)-  40 28 00.89985(N)    074 15 51.29803(W) AD(       ) 1
 KV7145  NAD 83(1992)-  40 28 00.89922(N)    074 15 51.29770(W) AD(       ) 1
 KV7145  ELLIP H (09/14/94)  -19.12   (m)                       GP(       ) 3 1
 KV7145  NAD 83(1986)-  40 28 00.90251(N)    074 15 51.29548(W) AD(       ) 2
 KV7145  NAD 27      -  40 28 00.51672(N)    074 15 52.77276(W) AD(       ) 2
 KV7145
 KV7145.Superseded values are not recommended for survey control.
 KV7145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7145.See file dsdata.txt to determine how the superseded data were derived.
 KV7145
 KV7145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6237479842(NAD 83)
 KV7145_MARKER: DS = TRIANGULATION STATION DISK
 KV7145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7145_SP_SET: CONCRETE POST
 KV7145_STAMPING: BAYSTREET RESET 1962 1993
 KV7145_MARK LOGO: NGS   
 KV7145_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7145+STABILITY: SURFACE MOTION
 KV7145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7145+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2005
 KV7145
 KV7145  HISTORY     - Date     Condition        Report By
 KV7145  HISTORY     - 1993     MONUMENTED       NJGS
 KV7145  HISTORY     - 20051109 GOOD             GEOCAC
 KV7145
 KV7145                          STATION DESCRIPTION
 KV7145
 KV7145'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7145'THE STATION IS LOCATED IN MADISON TOWNSHIP, ON THE EAST EDGE OF A
 KV7145'BLUFF OF LAND OVERLOOKING THE N.J. TRANSIT SEASHORE RAIL LINE AND THE
 KV7145'RARITAN BAY. TO REACH THE STATION FROM THE STATE ROUTE 35 BRIDGE
 KV7145'SPANNING THE CHEESEQUAKE CREEK, GO ABOUT 0.3 MI (0.5 KM) NORTHWEST ON
 KV7145'ROUTE 35 TO MORGEN AVENUE, A TEE INTERSECTION ON THE RIGHT, TURN
 KV7145'RIGHT AND GO 0.15 MI (0.24 KM) NORTH TO THE JUNCTION WITH BAY STREET,
 KV7145'TURN RIGHT AND GO ABOUT 0.05 MI (0.08 KM) TO THE END OF THE PAVED
 KV7145'ROAD AND ONTO A GRASS AREA AND THE STATION AHEAD.  STATION BAYSTREET
 KV7145'WAS FOUND LEANING AND REMOVED, STATION BAYSTREET RESET WAS RESET FROM
 KV7145'THE UNDERGROUND MARK.  THE STATION IS 8.4 M (27.6 FT) EAST OF
 KV7145'BAYSTREET REFERENCE MARK 2, 8.5 M (27.9 FT) NORTH OF BAYSTREET
 KV7145'REFERENCE MARK 1, 19.0 M (62.3 FT) SOUTHEAST OF A FIRE HYDRANT, 27.5
 KV7145'M (90.2 FT) SOUTHEAST OF THE EDGE OF THE PAVED ROAD, 9.3 M (30.5 FT)
 KV7145'EAST OF THE CENTER OF A MANHOLE, 18.6 NORTHEAST OF A 24 INCH MAPLE
 KV7145'TREE, 24.5 M (80.4 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 KV7145'SCREENED PORCH OF A 1.5 STORY HOUSE.  THE STATION IS FLUSH WITH THE
 KV7145'GROUND.
 KV7145
 KV7145                          STATION RECOVERY (2005)
 KV7145
 KV7145'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 KV7145'THE STATION IS IN GOOD CONDITION AND RECESSED ABOUT SIX INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0777 ***********************************************************************
 KV0777  DESIGNATION -  BAYSTREET RM 1
 KV0777  PID         -  KV0777
 KV0777  STATE/COUNTY-  NJ/MIDDLESEX
 KV0777  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0777
 KV0777                         *CURRENT SURVEY CONTROL
 KV0777  ___________________________________________________________________
 KV0777* NAD 83(1986)-  40 28 00.     (N)    074 15 51.     (W)     SCALED    
 KV0777* NAVD 88     -        13.294  (meters)      43.62   (feet)  ADJUSTED  
 KV0777  ___________________________________________________________________
 KV0777  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV0777  DYNAMIC HT  -          13.289 (meters)      43.60  (feet)  COMP
 KV0777  MODELED GRAV-     980,220.0   (mgal)                       NAVD 88
 KV0777
 KV0777  VERT ORDER  -  FIRST     CLASS II
 KV0777
 KV0777.The horizontal coordinates were scaled from a topographic map and have
 KV0777.an estimated accuracy of +/- 6 seconds.
 KV0777
 KV0777.The orthometric height was determined by differential leveling
 KV0777.and adjusted by the National Geodetic Survey in June 1991..
 KV0777
 KV0777.The geoid height was determined by GEOID03.
 KV0777
 KV0777.The dynamic height is computed by dividing the NAVD 88
 KV0777.geopotential number by the normal gravity value computed on the
 KV0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0777.degrees latitude (g = 980.6199 gals.).
 KV0777
 KV0777.The modeled gravity was interpolated from observed gravity values.
 KV0777
 KV0777;                    North         East    Units  Estimated Accuracy
 KV0777;SPC NJ       -   181,350.      170,000.      MT  (+/- 180 meters Scaled)
 KV0777
 KV0777                          SUPERSEDED SURVEY CONTROL
 KV0777
 KV0777  NGVD 29 (??/??/??)   13.651  (m)           44.79   (f) ADJUSTED    1 2
 KV0777
 KV0777.Superseded values are not recommended for survey control.
 KV0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0777.See file dsdata.txt to determine how the superseded data were derived.
 KV0777
 KV0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK623798(NAD 83)
 KV0777_MARKER: DR = REFERENCE MARK DISK
 KV0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0777_STAMPING: BAYSTREET NO 1 1962
 KV0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0777+STABILITY: SURFACE MOTION
 KV0777
 KV0777  HISTORY     - Date     Condition        Report By
 KV0777  HISTORY     - 1962     MONUMENTED       CGS
 KV0777  HISTORY     - 1964     GOOD             CGS
 KV0777  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KV0777
 KV0777                          STATION DESCRIPTION
 KV0777
 KV0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0777'AT MORGAN.
 KV0777'AT MORGAN, 0.3 MILE NORTHWEST ALONG STATE HIGHWAY 35 FROM THE
 KV0777'WEST END OF BRIDGE OVER CHEESEQUAKE CREEK, THENCE 0.15 MILE
 KV0777'NORTH ALONG MORGAN AVENUE, THENCE 0.05 MILE EAST ALONG BAY
 KV0777'AVENUE, AT A POINT OVERLOOKING THE RAILROAD TRACKS, 75.5 FEET
 KV0777'SOUTHEAST OF A FIRE HYDRANT, 41.9 FEET SOUTHEAST OF RM 2, 17.7
 KV0777'FEET SOUTH OF TELEPHONE POLE NUMBER BT 1106 SE, ABOUT THE SAME
 KV0777'ELEVATION AS THE STATION AND IS SET IN THE TOP OF A CONCRETE POST
 KV0777'FLUSH WITH THE SURFACE OF THE GROUND.
 KV0777
 KV0777                          STATION RECOVERY (1986)
 KV0777
 KV0777'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0775 ***********************************************************************
 KV0775  DESIGNATION -  BAYSTREET RM 2
 KV0775  PID         -  KV0775
 KV0775  STATE/COUNTY-  NJ/MIDDLESEX
 KV0775  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0775
 KV0775                         *CURRENT SURVEY CONTROL
 KV0775  ___________________________________________________________________
 KV0775* NAD 83(1986)-  40 28 00.     (N)    074 15 51.     (W)     SCALED    
 KV0775* NAVD 88     -        13.727  (meters)      45.04   (feet)  ADJUSTED  
 KV0775  ___________________________________________________________________
 KV0775  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV0775  DYNAMIC HT  -          13.721 (meters)      45.02  (feet)  COMP
 KV0775  MODELED GRAV-     980,220.0   (mgal)                       NAVD 88
 KV0775
 KV0775  VERT ORDER  -  FIRST     CLASS II
 KV0775
 KV0775.The horizontal coordinates were scaled from a topographic map and have
 KV0775.an estimated accuracy of +/- 6 seconds.
 KV0775
 KV0775.The orthometric height was determined by differential leveling
 KV0775.and adjusted by the National Geodetic Survey in June 1991..
 KV0775
 KV0775.The geoid height was determined by GEOID03.
 KV0775
 KV0775.The dynamic height is computed by dividing the NAVD 88
 KV0775.geopotential number by the normal gravity value computed on the
 KV0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0775.degrees latitude (g = 980.6199 gals.).
 KV0775
 KV0775.The modeled gravity was interpolated from observed gravity values.
 KV0775
 KV0775;                    North         East    Units  Estimated Accuracy
 KV0775;SPC NJ       -   181,350.      170,000.      MT  (+/- 180 meters Scaled)
 KV0775
 KV0775                          SUPERSEDED SURVEY CONTROL
 KV0775
 KV0775  NGVD 29 (??/??/??)   14.084  (m)           46.21   (f) ADJUSTED    1 2
 KV0775
 KV0775.Superseded values are not recommended for survey control.
 KV0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0775.See file dsdata.txt to determine how the superseded data were derived.
 KV0775
 KV0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK623798(NAD 83)
 KV0775_MARKER: DR = REFERENCE MARK DISK
 KV0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0775_STAMPING: BAYSTREET NO 2 1962
 KV0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0775+STABILITY: SURFACE MOTION
 KV0775
 KV0775  HISTORY     - Date     Condition        Report By
 KV0775  HISTORY     - 1962     MONUMENTED       CGS
 KV0775  HISTORY     - 1964     GOOD             CGS
 KV0775  HISTORY     - 1986     GOOD             USPSQD
 KV0775
 KV0775                          STATION DESCRIPTION
 KV0775
 KV0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0775'AT MORGAN.
 KV0775'AT MORGAN, 0.3 MILE NORTHWEST ALONG STATE HIGHWAY 35 FROM THE
 KV0775'WEST END OF BRIDGE OVER CHEESEQUAKE CREEK, THENCE 0.15 MILE
 KV0775'NORTH ALONG MORGAN AVENUE, THENCE 0.05 MILE EAST ALONG BAY
 KV0775'AVENUE, AT A POINT OVERLOOKING THE RAILROAD TRACKS, 35.5 FEET
 KV0775'SOUTHEAST OF A FIRE HYDRANT, 32.0 FEET SOUTHWEST OF TELEPHONE
 KV0775'POLE NUMBER BT 1106 SE, 1.7 FEET SOUTHEAST OF THE SOUTHEAST EDGE
 KV0775'OF MANHOLE, ABOUT 1 FOOT ABOVE THE STATION AND IS SET IN THE TOP
 KV0775'OF A CONCRETE POST ABOUT 2 INCHES BELOW THE SURFACE OF THE
 KV0775'GROUND.
 KV0775
 KV0775                          STATION RECOVERY (1986)
 KV0775
 KV0775'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4666 ***********************************************************************
 KV4666  DESIGNATION -  BAYWAY LOW TANK
 KV4666  PID         -  KV4666
 KV4666  STATE/COUNTY-  NJ/UNION
 KV4666  USGS QUAD   -  ELIZABETH (1995)
 KV4666
 KV4666                         *CURRENT SURVEY CONTROL
 KV4666  ___________________________________________________________________
 KV4666* NAD 83(1996)-  40 38 29.59710(N)    074 12 53.93416(W)     ADJUSTED  
 KV4666* NAVD 88     -                                                        
 KV4666  ___________________________________________________________________
 KV4666  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 KV4666  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV4666
 KV4666  HORZ ORDER  -  THIRD
 KV4666
 KV4666.The horizontal coordinates were established by classical geodetic methods
 KV4666.and adjusted by the National Geodetic Survey in September 1999..
 KV4666
 KV4666
 KV4666.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4666
 KV4666.The geoid height was determined by GEOID03.
 KV4666
 KV4666;                    North         East     Units Scale Factor Converg.
 KV4666;SPC NJ       -   200,785.094   174,107.111   MT  0.99990715   +0 11 08.3
 KV4666;SPC NJ       -   658,742.43    571,216.41   sFT  0.99990715   +0 11 08.3
 KV4666;SPC NY L     -    52,756.500   281,814.832   MT  1.00000149   -0 08 26.2
 KV4666;SPC NY L     -   173,085.28    924,587.49   sFT  1.00000149   -0 08 26.2
 KV4666;UTM  18      - 4,499,263.664   566,377.929   MT  0.99965423   +0 30 40.8
 KV4666
 KV4666                          SUPERSEDED SURVEY CONTROL
 KV4666
 KV4666  NAD 83(1996)-  40 38 29.59707(N)    074 12 53.93412(W) AD(       ) 4
 KV4666  NAD 83(1986)-  40 38 29.59506(N)    074 12 53.93089(W) AD(       ) 4
 KV4666  NAD 27      -  40 38 29.22600(N)    074 12 55.40700(W) AD(       ) 3
 KV4666
 KV4666.Superseded values are not recommended for survey control.
 KV4666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4666.See file dsdata.txt to determine how the superseded data were derived.
 KV4666
 KV4666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6637899264(NAD 83)
 KV4666_MARKER: 53 = ELEVATED TANK
 KV4666
 KV4666  HISTORY     - Date     Condition        Report By
 KV4666  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4666  HISTORY     - 19940623 GOOD             USPSQD
 KV4666
 KV4666                          STATION DESCRIPTION
 KV4666
 KV4666'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4666'A WATER TANK, IN BAYWAY, APPROXIMATELY 1 MILE W OF GOETHALS
 KV4666'BRIDGE AND JUST N OF THE BALTIMORE AND OHIO RAILROAD, APPROXIMATELY
 KV4666'1/4 MILE NE OF THE TALL CHIMNEY IN THE PLANT OF THE SIMMONS
 KV4666'COMPANY.  IT IS AN ORDINARY TYPE, CONICAL TOP, WATER TANK
 KV4666'SURMOUNTING A SPIDER SUPPORTING STRUCTURE.
 KV4666'
 KV4666'THE STATION IS THE TANK APEX.  IT WAS NOT VISITED.
 KV4666
 KV4666                          STATION RECOVERY (1994)
 KV4666
 KV4666'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4667 ***********************************************************************
 KV4667  DESIGNATION -  BAYWAY SIMMONS CO TALL CHIMNEY
 KV4667  PID         -  KV4667
 KV4667  STATE/COUNTY-  NJ/UNION
 KV4667  USGS QUAD   -  ELIZABETH (1995)
 KV4667
 KV4667                         *CURRENT SURVEY CONTROL
 KV4667  ___________________________________________________________________
 KV4667* NAD 83(1996)-  40 38 23.76053(N)    074 13 02.07082(W)     ADJUSTED  
 KV4667* NAVD 88     -                                                        
 KV4667  ___________________________________________________________________
 KV4667  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 KV4667  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV4667
 KV4667  HORZ ORDER  -  THIRD
 KV4667
 KV4667.The horizontal coordinates were established by classical geodetic methods
 KV4667.and adjusted by the National Geodetic Survey in September 1999..
 KV4667
 KV4667
 KV4667.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4667
 KV4667.The geoid height was determined by GEOID03.
 KV4667
 KV4667;                    North         East     Units Scale Factor Converg.
 KV4667;SPC NJ       -   200,604.458   173,916.521   MT  0.99990704   +0 11 03.0
 KV4667;SPC NJ       -   658,149.79    570,591.12   sFT  0.99990704   +0 11 03.0
 KV4667;SPC NY L     -    52,576.935   281,623.199   MT  1.00000159   -0 08 31.5
 KV4667;SPC NY L     -   172,496.16    923,958.78   sFT  1.00000159   -0 08 31.5
 KV4667;UTM  18      - 4,499,081.994   566,188.417   MT  0.99965392   +0 30 35.4
 KV4667
 KV4667                          SUPERSEDED SURVEY CONTROL
 KV4667
 KV4667  NAD 83(1996)-  40 38 23.76049(N)    074 13 02.07079(W) AD(       ) 4
 KV4667  NAD 83(1986)-  40 38 23.75836(N)    074 13 02.06741(W) AD(       ) 4
 KV4667  NAD 27      -  40 38 23.38200(N)    074 13 03.53300(W) AD(       ) 3
 KV4667
 KV4667.Superseded values are not recommended for survey control.
 KV4667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4667.See file dsdata.txt to determine how the superseded data were derived.
 KV4667
 KV4667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6618899082(NAD 83)
 KV4667_MARKER: 85 = CHIMNEY
 KV4667
 KV4667  HISTORY     - Date     Condition        Report By
 KV4667  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4667  HISTORY     - 19940622 MARK NOT FOUND   USPSQD
 KV4667
 KV4667                          STATION DESCRIPTION
 KV4667
 KV4667'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4667'THE FAIRLY PROMINENT CHIMNEY, IN BAYWAY APPROXIMATELY 1 MILE W OF
 KV4667'GOETHALS BRIDGE, AND JUST NW OF THE INTERSECTION OF BRUNSWICK
 KV4667'AVENUE AND BALTIMORE AND OHIO RAILROAD IN THE PLANT OF THE SIMMONS
 KV4667'COMPANY, RISING FROM THE E SIDE OF THE POWER HOUSE.  IT IS AN
 KV4667'ORDINARY TYPE, ROUND YELLOW BRICK CHIMNEY ON THE N SIDE OF WHICH
 KV4667'SIMMONS CO. IS INLAID IN BLACK BRICK.  A LOW, WHITE TANK IS
 KV4667'SITUATED JUST NE OF THIS CHIMNEY.
 KV4667'
 KV4667'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 225 FEET ABOVE
 KV4667'GROUND.
 KV4667
 KV4667                          STATION RECOVERY (1994)
 KV4667
 KV4667'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1057 ***********************************************************************
 KV1057  DESIGNATION -  BB 19
 KV1057  PID         -  KV1057
 KV1057  STATE/COUNTY-  NJ/HUNTERDON
 KV1057  USGS QUAD   -  STOCKTON (1981)
 KV1057
 KV1057                         *CURRENT SURVEY CONTROL
 KV1057  ___________________________________________________________________
 KV1057* NAD 83(1986)-  40 25 07.     (N)    074 54 46.     (W)     SCALED    
 KV1057* NAVD 88     -        55.152  (meters)     180.94   (feet)  ADJUSTED  
 KV1057  ___________________________________________________________________
 KV1057  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KV1057  DYNAMIC HT  -          55.125 (meters)     180.86  (feet)  COMP
 KV1057  MODELED GRAV-     980,142.3   (mgal)                       NAVD 88
 KV1057
 KV1057  VERT ORDER  -  SECOND    CLASS 0
 KV1057
 KV1057.The horizontal coordinates were scaled from a topographic map and have
 KV1057.an estimated accuracy of +/- 6 seconds.
 KV1057
 KV1057.The orthometric height was determined by differential leveling
 KV1057.and adjusted by the National Geodetic Survey in June 1991..
 KV1057
 KV1057.The geoid height was determined by GEOID03.
 KV1057
 KV1057.The dynamic height is computed by dividing the NAVD 88
 KV1057.geopotential number by the normal gravity value computed on the
 KV1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1057.degrees latitude (g = 980.6199 gals.).
 KV1057
 KV1057.The modeled gravity was interpolated from observed gravity values.
 KV1057
 KV1057;                    North         East    Units  Estimated Accuracy
 KV1057;SPC NJ       -   176,070.      114,970.      MT  (+/- 180 meters Scaled)
 KV1057
 KV1057                          SUPERSEDED SURVEY CONTROL
 KV1057
 KV1057  NGVD 29 (??/??/??)   55.396  (m)          181.75   (f) ADJUSTED    2 0
 KV1057
 KV1057.Superseded values are not recommended for survey control.
 KV1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1057.See file dsdata.txt to determine how the superseded data were derived.
 KV1057
 KV1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK074742(NAD 83)
 KV1057_MARKER: DB = BENCH MARK DISK
 KV1057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1057_SP_SET: UNDERPASS
 KV1057_STAMPING: BB 19 1935
 KV1057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1057
 KV1057  HISTORY     - Date     Condition        Report By
 KV1057  HISTORY     - 1935     MONUMENTED       CGS
 KV1057
 KV1057                          STATION DESCRIPTION
 KV1057
 KV1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1057'4.8 MI N FROM LAMBERTVILLE.
 KV1057'4.8 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KV1057'AT LAMBERTVILLE, HUNTERDON COUNTY, AT UNDERPASS 4.42, AND IN
 KV1057'THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8758 ***********************************************************************
 AB8758  DESIGNATION -  BC 01
 AB8758  PID         -  AB8758
 AB8758  STATE/COUNTY-  NJ/BURLINGTON
 AB8758  USGS QUAD   -  GREEN BANK (1997)
 AB8758
 AB8758                         *CURRENT SURVEY CONTROL
 AB8758  ___________________________________________________________________
 AB8758* NAD 83(1996)-  39 36 57.68985(N)    074 34 55.68475(W)     ADJUSTED  
 AB8758* NAVD 88     -         6.5    (meters)      21.     (feet)  GPS OBS   
 AB8758  ___________________________________________________________________
 AB8758  X           -   1,308,010.079 (meters)                     COMP
 AB8758  Y           -  -4,742,923.727 (meters)                     COMP
 AB8758  Z           -   4,045,217.987 (meters)                     COMP
 AB8758  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AB8758  ELLIP HEIGHT-         -26.89  (meters)          (10/23/02) GPS OBS
 AB8758  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 AB8758
 AB8758  HORZ ORDER  -  FIRST
 AB8758  ELLP ORDER  -  FOURTH    CLASS I
 AB8758
 AB8758.The horizontal coordinates were established by GPS observations
 AB8758.and adjusted by the National Geodetic Survey in May 1999..
 AB8758
 AB8758.The orthometric height was determined by GPS observations and a
 AB8758.high-resolution geoid model.
 AB8758
 AB8758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8758
 AB8758.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8758
 AB8758.The ellipsoidal height was determined by GPS observations
 AB8758.and is referenced to NAD 83.
 AB8758
 AB8758.The geoid height was determined by GEOID03.
 AB8758
 AB8758;                    North         East     Units Scale Factor Converg.
 AB8758;SPC NJ       -    86,888.782   142,947.783   MT  0.99990061   -0 03 08.5
 AB8758;SPC NJ       -   285,067.61    468,987.85   sFT  0.99990061   -0 03 08.5
 AB8758;UTM  18      - 4,385,224.560   535,867.902   MT  0.99961584   +0 15 59.2
 AB8758
 AB8758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8758!SPC NJ       -   1.00000422  x   0.99990061  =   0.99990483
 AB8758!UTM  18      -   1.00000422  x   0.99961584  =   0.99962006
 AB8758
 AB8758                          SUPERSEDED SURVEY CONTROL
 AB8758
 AB8758  ELLIP H (05/14/99)  -26.93   (m)                       GP(       ) 4 1
 AB8758  NAD 83(1992)-  39 36 57.68955(N)    074 34 55.68459(W) AD(       ) 1
 AB8758  ELLIP H (12/16/96)  -26.95   (m)                       GP(       ) 2 1
 AB8758
 AB8758.Superseded values are not recommended for survey control.
 AB8758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8758.See file dsdata.txt to determine how the superseded data were derived.
 AB8758
 AB8758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3586885225(NAD 83)
 AB8758_MARKER: DD = SURVEY DISK
 AB8758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8758_STAMPING: BC 01
 AB8758_MARK LOGO: NJ05ED
 AB8758_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8758+STABILITY: SURFACE MOTION
 AB8758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8758+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB8758
 AB8758  HISTORY     - Date     Condition        Report By
 AB8758  HISTORY     - 1995     MONUMENTED       OMEGA
 AB8758
 AB8758                          STATION DESCRIPTION
 AB8758
 AB8758'DESCRIBED BY OMEGA ENGINEERING SERVICES 1995 (MPM)
 AB8758'THE STATION IS LOCATED APPROIMATELY 20 MI (32.2 KM) NORTHWEST OF
 AB8758'ATLANTIC CITY, NEW JERSEY IN THE TOWN OF GREEN BANK, WASHINGTON
 AB8758'TOWNSHIP, ON THE SOUTH SIDE OF BRIDGEPORT-BATSO ROAD (COUNTY ROAD 542)
 AB8758', WEST OF THE INTERSECTION WITH COUNTY ROAD 563.  TO REACH THE STATION
 AB8758'FROM THE BRIDGE AT THE INTERSECTION OF BRIDGEPORT-BATSO ROAD (COUNTY
 AB8758'ROAD 542) AND THE WADING RIVER, GO WEST ON COUNTY ROAD 542 FOR 4.7 MI
 AB8758'(7.6 KM) TO THE STATION ON THE LEFT. THE STATION IS SET FLUSH WITH THE
 AB8758'GROUND AND 4.80 FT (1.46 M) SOUTH OF THE ROAD EDGE OF PAVING.  THE
 AB8758'STATION IS 20.0 FT (6.1 M) SOUTH SOUTHWEST FROM THE CENTERLINE OF
 AB8758'COUNTY ROAD 542, 40.0 FT (12.2 M) EAST SOUTHEAST FROM UTILITY POLE
 AB8758'NUMBER BT 127 WA ON THE NORTH SIDE OF COUNTY ROAD 542 AND 169.5 FT
 AB8758'(51.7 M) WEST FROM UTILITY POLE NUMBER P25220 ALSO ON THE NORTH SIDE
 AB8758'OF COUNTY ROAD 542.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8759 ***********************************************************************
 AB8759  DESIGNATION -  BC 02
 AB8759  PID         -  AB8759
 AB8759  STATE/COUNTY-  NJ/BURLINGTON
 AB8759  USGS QUAD   -  JENKINS (1997)
 AB8759
 AB8759                         *CURRENT SURVEY CONTROL
 AB8759  ___________________________________________________________________
 AB8759* NAD 83(1996)-  39 41 04.90632(N)    074 32 00.81130(W)     ADJUSTED  
 AB8759* NAVD 88     -        12.8    (meters)      42.     (feet)  GPS OBS   
 AB8759  ___________________________________________________________________
 AB8759  X           -   1,310,734.642 (meters)                     COMP
 AB8759  Y           -  -4,737,128.963 (meters)                     COMP
 AB8759  Z           -   4,051,092.572 (meters)                     COMP
 AB8759  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AB8759  ELLIP HEIGHT-         -20.37  (meters)          (10/23/02) GPS OBS
 AB8759  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 AB8759
 AB8759  HORZ ORDER  -  FIRST
 AB8759  ELLP ORDER  -  FOURTH    CLASS I
 AB8759
 AB8759.The horizontal coordinates were established by GPS observations
 AB8759.and adjusted by the National Geodetic Survey in May 1999..
 AB8759
 AB8759.The orthometric height was determined by GPS observations and a
 AB8759.high-resolution geoid model.
 AB8759
 AB8759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8759
 AB8759.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8759
 AB8759.The ellipsoidal height was determined by GPS observations
 AB8759.and is referenced to NAD 83.
 AB8759
 AB8759.The geoid height was determined by GEOID03.
 AB8759
 AB8759;                    North         East     Units Scale Factor Converg.
 AB8759;SPC NJ       -    94,509.760   147,121.444   MT  0.99990010   -0 01 17.1
 AB8759;SPC NJ       -   310,070.77    482,680.94   sFT  0.99990010   -0 01 17.1
 AB8759;UTM  18      - 4,392,866.501   539,997.894   MT  0.99961970   +0 17 52.3
 AB8759
 AB8759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8759!SPC NJ       -   1.00000320  x   0.99990010  =   0.99990330
 AB8759!UTM  18      -   1.00000320  x   0.99961970  =   0.99962289
 AB8759
 AB8759                          SUPERSEDED SURVEY CONTROL
 AB8759
 AB8759  ELLIP H (05/14/99)  -20.41   (m)                       GP(       ) 4 1
 AB8759  NAD 83(1992)-  39 41 04.90602(N)    074 32 00.81114(W) AD(       ) 1
 AB8759  ELLIP H (12/16/96)  -20.43   (m)                       GP(       ) 2 1
 AB8759
 AB8759.Superseded values are not recommended for survey control.
 AB8759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8759.See file dsdata.txt to determine how the superseded data were derived.
 AB8759
 AB8759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3999892867(NAD 83)
 AB8759_MARKER: DD = SURVEY DISK
 AB8759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8759_STAMPING: BC 02
 AB8759_MARK LOGO: NJ05ED
 AB8759_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8759+STABILITY: SURFACE MOTION
 AB8759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8759+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB8759
 AB8759  HISTORY     - Date     Condition        Report By
 AB8759  HISTORY     - 1995     MONUMENTED       OMEGA
 AB8759
 AB8759                          STATION DESCRIPTION
 AB8759
 AB8759'DESCRIBED BY OMEGA ENGINEERING SERVICES 1995 (MPM)
 AB8759'THE STATION IS LOCATED APPROXIMATELY 20 MI (32.2 KM) NORTHWEST OF
 AB8759'ATLANTIC CITY, NEW JERSEY IN THE TOWN OF JENKINS NECK, WASHINGTON
 AB8759'TOWNSHIP AT THE Y INTERSECTION OF GREENBANK-CHATSWORTH ROAD (COUNTY
 AB8759'ROAD 563) AND HARRISVILLE-CHATSWORTH ROAD (COUNTY ROAD 679) .  TO
 AB8759'REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY ROUTE 72 AND
 AB8759'CHATSWORTH ROAD (COUNTY ROAD 563) , GO SOUTH ON COUNTY ROAD 563 FOR
 AB8759'13.8 MI (22.2 KM) TO THE Y INTERSECTION WITH COUNTY ROAD 679 AND THE
 AB8759'STATION ON THE LEFT SET FLUSH WITH THE GROUND.  THE STATION IS 31.4 FT
 AB8759'(9.6 M) EAST SOUTHEAST FROM THE CENTERLINE OF COUNTY ROAD 563, 67.5 FT
 AB8759'(20.6 M) EAST FROM A BLUE BURLINGTON COUNTY ROAD 563 SIGN ON THE WEST
 AB8759'SIDE OF COUNTY ROAD 563 AND 69.2 FT (21.1 M) SOUTH SOUTHWEST FROM A PK
 AB8759'NAIL IN UTILITY POLE NUMBER T16170 WHICH IS IN THE Y INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8760 ***********************************************************************
 AB8760  DESIGNATION -  BC 03
 AB8760  PID         -  AB8760
 AB8760  STATE/COUNTY-  NJ/BURLINGTON
 AB8760  USGS QUAD   -  NEW GRETNA (1977)
 AB8760
 AB8760                         *CURRENT SURVEY CONTROL
 AB8760  ___________________________________________________________________
 AB8760* NAD 83(1996)-  39 37 28.66724(N)    074 27 59.66134(W)     ADJUSTED  
 AB8760* NAVD 88     -        10.9    (meters)      36.     (feet)  GPS OBS   
 AB8760  ___________________________________________________________________
 AB8760  X           -   1,317,411.363 (meters)                     COMP
 AB8760  Y           -  -4,739,692.233 (meters)                     COMP
 AB8760  Z           -   4,045,956.739 (meters)                     COMP
 AB8760  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AB8760  ELLIP HEIGHT-         -22.43  (meters)          (10/23/02) GPS OBS
 AB8760  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 AB8760
 AB8760  HORZ ORDER  -  FIRST
 AB8760  ELLP ORDER  -  FOURTH    CLASS I
 AB8760
 AB8760.The horizontal coordinates were established by GPS observations
 AB8760.and adjusted by the National Geodetic Survey in May 1999..
 AB8760
 AB8760.The orthometric height was determined by GPS observations and a
 AB8760.high-resolution geoid model.
 AB8760
 AB8760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8760
 AB8760.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8760
 AB8760.The ellipsoidal height was determined by GPS observations
 AB8760.and is referenced to NAD 83.
 AB8760
 AB8760.The geoid height was determined by GEOID03.
 AB8760
 AB8760;                    North         East     Units Scale Factor Converg.
 AB8760;SPC NJ       -    87,841.369   152,869.777   MT  0.99990010   +0 01 16.7
 AB8760;SPC NJ       -   288,192.89    501,540.26   sFT  0.99990010   +0 01 16.7
 AB8760;UTM  18      - 4,386,232.066   545,781.669   MT  0.99962580   +0 20 24.7
 AB8760
 AB8760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8760!SPC NJ       -   1.00000352  x   0.99990010  =   0.99990362
 AB8760!UTM  18      -   1.00000352  x   0.99962580  =   0.99962932
 AB8760
 AB8760                          SUPERSEDED SURVEY CONTROL
 AB8760
 AB8760  ELLIP H (05/14/99)  -22.46   (m)                       GP(       ) 4 1
 AB8760  NAD 83(1992)-  39 37 28.66697(N)    074 27 59.66119(W) AD(       ) 1
 AB8760  ELLIP H (12/16/96)  -22.49   (m)                       GP(       ) 2 1
 AB8760
 AB8760.Superseded values are not recommended for survey control.
 AB8760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8760.See file dsdata.txt to determine how the superseded data were derived.
 AB8760
 AB8760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4578286232(NAD 83)
 AB8760_MARKER: DD = SURVEY DISK
 AB8760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8760_STAMPING: BC 03
 AB8760_MARK LOGO: NJ05ED
 AB8760_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8760+STABILITY: SURFACE MOTION
 AB8760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8760+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB8760
 AB8760  HISTORY     - Date     Condition        Report By
 AB8760  HISTORY     - 1995     MONUMENTED       OMEGA
 AB8760
 AB8760                          STATION DESCRIPTION
 AB8760
 AB8760'DESCRIBED BY OMEGA ENGINEERING SERVICES 1995 (MPM)
 AB8760'THE STATION IS LOCATED APPROXIMATELY 18 MI (29.0 KM) NORTH NORTHWEST
 AB8760'OF ATLANTIC CITY, NEW JERSEY IN THE TOWN OF LEEKTOWN, BASS RIVER
 AB8760'TOWNSHIP ON THE SOUTH SIDE OF LEEKTOWN ROAD (COUNTY ROAD 653) ITS
 AB8760'NEAREST INTERSECTION BEING COUNTY ROAD 653 AND CHATSWORTH ROAD (COUNTY
 AB8760'ROAD 679) .  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AB8760'HIGHWAY ROUTE 72 AND COUNTY ROAD 563, GO SOUTH ON COUNTY ROAD 563 FOR
 AB8760'13.8 MI (22.2 KM) TO THE INTERSECTION WITH COUNTY ROAD 679.  THEN GO
 AB8760'SOUTH ON COUNTY ROAD 679 FOR 5.7 MI (9.2 KM) TO THE INTERSECTION WITH
 AB8760'LEEKTOWN ROAD (COUNTY ROAD 653) GO EAST ON COUNTY ROAD 653 FOR 150.0
 AB8760'FT (45.7 M) TO THE STATION ON THE RIGHT ,SET FLUSH WITH THE GROUND AND
 AB8760'4.8 FT (1.5 M) SOUTH FROM THE ROAD EDGE OF PAVING.  THE STATION IS
 AB8760'16.1 FT (4.9 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD 653, 45.6 FT
 AB8760'(13.9 M) EAST FROM A TRAFFIC SIGN LABLED BRIDGE WEIGHT LIMIT 15 TONS
 AB8760'AND 75.7 FT (23.1 M) WEST SOUTHWEST FROM UTILITY POLE NUMBER P21956 ON
 AB8760'THE NORTH SIDE OF COUNTY ROAD 653.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8761 ***********************************************************************
 AB8761  DESIGNATION -  BC 04
 AB8761  PID         -  AB8761
 AB8761  STATE/COUNTY-  NJ/BURLINGTON
 AB8761  USGS QUAD   -  CHATSWORTH (1957)
 AB8761
 AB8761                         *CURRENT SURVEY CONTROL
 AB8761  ___________________________________________________________________
 AB8761* NAD 83(1996)-  39 45 02.57361(N)    074 35 06.43222(W)     ADJUSTED  
 AB8761* NAVD 88     -        17.8    (meters)      58.     (feet)  GPS OBS   
 AB8761  ___________________________________________________________________
 AB8761  X           -   1,305,227.140 (meters)                     COMP
 AB8761  Y           -  -4,733,795.019 (meters)                     COMP
 AB8761  Z           -   4,056,734.107 (meters)                     COMP
 AB8761  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AB8761  ELLIP HEIGHT-         -15.21  (meters)          (10/23/02) GPS OBS
 AB8761  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AB8761
 AB8761  HORZ ORDER  -  FIRST
 AB8761  ELLP ORDER  -  FOURTH    CLASS I
 AB8761
 AB8761.The horizontal coordinates were established by GPS observations
 AB8761.and adjusted by the National Geodetic Survey in May 1999..
 AB8761
 AB8761.The orthometric height was determined by GPS observations and a
 AB8761.high-resolution geoid model.
 AB8761
 AB8761.Photographs are available for this station.
 AB8761
 AB8761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8761
 AB8761.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8761
 AB8761.The ellipsoidal height was determined by GPS observations
 AB8761.and is referenced to NAD 83.
 AB8761
 AB8761.The geoid height was determined by GEOID03.
 AB8761
 AB8761;                    North         East     Units Scale Factor Converg.
 AB8761;SPC NJ       -   101,841.957   142,705.636   MT  0.99990065   -0 03 15.9
 AB8761;SPC NJ       -   334,126.49    468,193.41   sFT  0.99990065   -0 03 15.9
 AB8761;UTM  18      - 4,400,171.893   535,542.527   MT  0.99961555   +0 15 55.1
 AB8761
 AB8761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8761!SPC NJ       -   1.00000239  x   0.99990065  =   0.99990304
 AB8761!UTM  18      -   1.00000239  x   0.99961555  =   0.99961794
 AB8761
 AB8761                          SUPERSEDED SURVEY CONTROL
 AB8761
 AB8761  ELLIP H (05/14/99)  -15.24   (m)                       GP(       ) 4 1
 AB8761  NAD 83(1992)-  39 45 02.57332(N)    074 35 06.43208(W) AD(       ) 1
 AB8761  ELLIP H (12/16/96)  -15.26   (m)                       GP(       ) 2 1
 AB8761
 AB8761.Superseded values are not recommended for survey control.
 AB8761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8761.See file dsdata.txt to determine how the superseded data were derived.
 AB8761
 AB8761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3554300172(NAD 83)
 AB8761_MARKER: DD = SURVEY DISK
 AB8761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8761_STAMPING: BC 04
 AB8761_MARK LOGO: NJ05ED
 AB8761_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8761+STABILITY: SURFACE MOTION
 AB8761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8761+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2002
 AB8761
 AB8761  HISTORY     - Date     Condition        Report By
 AB8761  HISTORY     - 1995     MONUMENTED       OMEGA
 AB8761  HISTORY     - 20020519 GOOD             INDIV
 AB8761
 AB8761                          STATION DESCRIPTION
 AB8761
 AB8761'DESCRIBED BY OMEGA ENGINEERING SERVICES 1995 (MPM)
 AB8761'THE STATION IS LOCATED APPROXIMATELY 28 MI (45.1 KM) NORTH NORTHWEST
 AB8761'OF ATLANTIC CITY, NEW JERSEY IN THE TOWN OF FRIENDSHIP, WASHINGTON
 AB8761'TOWNSHIP ON THE WEST SIDE OF EAST SANDY RIDGE ROAD.  THIS STATION IS
 AB8761'ALSO 13.3 MI (21.4 KM) SOUTH OF THE CARRANZA MEMORIAL MONUMENT.  TO
 AB8761'REACH THE STATION FROM THE INTERSECTION OF NEW GRETNA-CHATSWORTH ROAD
 AB8761'(A.K.A.  GREENBANK-CHATSWORTH ROAD) , COUNTY ROAD 563 AND SPEEDWELL
 AB8761'ROAD, GO RIGHT (WEST) ON SPEEDWELL ROAD 2.5 MI (4.0 KM) TO THE
 AB8761'INTERSECTION WITH CARRANZA ROAD AND EAST SANDY RIDGE ROAD (UNPAVED
 AB8761'ROADS) .  TURN LEFT (SOUTH) ON EAST SANDY RIDGE ROAD AND GO 150.0 FT
 AB8761'(45.7 M) TO THE STATION ON YOUR RIGHT SET FLUSH WITH THE GROUND.  THE
 AB8761'STATION IS 14.0 FT (4.3 M) WEST OF THE CENTERLINE OF EAST SANDY RIDGE
 AB8761'ROAD, 76.7 FT (23.4 M) NORTH NORTHWEST FROM A PK NAIL SET IN A TREE
 AB8761'NEXT TO THE REMAINS OF AN OLD FOUNDATION AND 91.3 FT (27.8 M) EAST
 AB8761'FROM A BOLT SET AT THE NORTHEAST CORNER OF THE REMAINS OF ANOTHER OLD
 AB8761'FOUNDATION.
 AB8761
 AB8761                          STATION RECOVERY (2002)
 AB8761
 AB8761'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 AB8761'ENTERING ONTO SANDY RIDGE ROAD FROM THE INTERSECTION OF CARRANZA AND
 AB8761'SPEEDWELL ROAD TRAVEL ABOUT 150 FEET TO THE FIRST LARGE FOUNDATION
 AB8761'DEPRESSION ON THE LEFT. THE STATION IS LOCATED DIRECTLY ON THE
 AB8761'OPPOSITE SIDE OF THE ROAD FROM THIS FOUNDATION DEPRESSION BURRIED
 AB8761'APPROXIMETLY IN 4 INCHES OF SANDY SOIL 14 FEET FROM THE CENTERLINE OF
 AB8761'SANDY RIDGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8762 ***********************************************************************
 AB8762  DESIGNATION -  BC 05
 AB8762  PID         -  AB8762
 AB8762  STATE/COUNTY-  NJ/BURLINGTON
 AB8762  USGS QUAD   -  INDIAN MILLS (1977)
 AB8762
 AB8762                         *CURRENT SURVEY CONTROL
 AB8762  ___________________________________________________________________
 AB8762* NAD 83(1996)-  39 47 17.81503(N)    074 39 36.80601(W)     ADJUSTED  
 AB8762* NAVD 88     -        16.7    (meters)      55.     (feet)  GPS OBS   
 AB8762  ___________________________________________________________________
 AB8762  X           -   1,298,314.858 (meters)                     COMP
 AB8762  Y           -  -4,732,927.952 (meters)                     COMP
 AB8762  Z           -   4,059,939.464 (meters)                     COMP
 AB8762  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AB8762  ELLIP HEIGHT-         -16.19  (meters)          (10/23/02) GPS OBS
 AB8762  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 AB8762
 AB8762  HORZ ORDER  -  FIRST
 AB8762  ELLP ORDER  -  FOURTH    CLASS I
 AB8762
 AB8762.The horizontal coordinates were established by GPS observations
 AB8762.and adjusted by the National Geodetic Survey in May 1999..
 AB8762
 AB8762.The orthometric height was determined by GPS observations and a
 AB8762.high-resolution geoid model.
 AB8762
 AB8762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8762
 AB8762.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8762
 AB8762.The ellipsoidal height was determined by GPS observations
 AB8762.and is referenced to NAD 83.
 AB8762
 AB8762.The geoid height was determined by GEOID03.
 AB8762
 AB8762;                    North         East     Units Scale Factor Converg.
 AB8762;SPC NJ       -   106,021.433   136,277.071   MT  0.99990232   -0 06 09.1
 AB8762;SPC NJ       -   347,838.65    447,102.36   sFT  0.99990232   -0 06 09.1
 AB8762;UTM  18      - 4,404,314.221   529,092.592   MT  0.99961042   +0 13 02.8
 AB8762
 AB8762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8762!SPC NJ       -   1.00000254  x   0.99990232  =   0.99990486
 AB8762!UTM  18      -   1.00000254  x   0.99961042  =   0.99961296
 AB8762
 AB8762                          SUPERSEDED SURVEY CONTROL
 AB8762
 AB8762  ELLIP H (05/14/99)  -16.21   (m)                       GP(       ) 4 1
 AB8762  NAD 83(1992)-  39 47 17.81466(N)    074 39 36.80592(W) AD(       ) 1
 AB8762  ELLIP H (12/16/96)  -16.24   (m)                       GP(       ) 2 1
 AB8762
 AB8762.Superseded values are not recommended for survey control.
 AB8762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8762.See file dsdata.txt to determine how the superseded data were derived.
 AB8762
 AB8762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2909304314(NAD 83)
 AB8762_MARKER: DD = SURVEY DISK
 AB8762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8762_STAMPING: BC 05
 AB8762_MARK LOGO: NJ05ED
 AB8762_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8762+STABILITY: SURFACE MOTION
 AB8762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8762+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2004
 AB8762
 AB8762  HISTORY     - Date     Condition        Report By
 AB8762  HISTORY     - 1995     MONUMENTED       OMEGA
 AB8762  HISTORY     - 20040410 GOOD             INDIV
 AB8762
 AB8762                          STATION DESCRIPTION
 AB8762
 AB8762'DESCRIBED BY OMEGA ENGINEERING SERVICES 1995 (MPM)
 AB8762'THE STATION IS LOCATED APPROXIMATELY 12 MI (19.3 KM) SOUTHEAST OF
 AB8762'MEDFORD, NEW JERSEY, IN THE TOWN OF HAMPTON, SHAMONG TOWNSHIP ON THE
 AB8762'NORTH SIDE OF AN UNNAMED ENTRANCE ROAD WHICH LEADS FROM
 AB8762'CARRANZA-TUCKERTON ROAD TO THE WHARTON TRACT UNIT OF THE YOUTH
 AB8762'RECEPTION AND CORRECTION FACILITY.  TO REACH THE STATION FROM THE
 AB8762'INTERSECTION OF U.S.  HIGHWAY 206 AND RED LION CARRANZA ROAD (COUNTY
 AB8762'ROAD 648) GO SOUTH ON COUNTY ROAD 648, WHICH TURNS INTO HAMPTON GATE
 AB8762'(CARRANZA) ROAD, WHICH IN TURN BECOMES TUCKERTON-CARRANZA ROAD FOR A
 AB8762'TOTAL DISTANCE OF 7.2 MI (11.6 KM) TO THE INTERSECTION WITH THE
 AB8762'UNNAMED ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT (WEST) ON UNNAMED
 AB8762'ENTRANCE ROAD FOR 70.0 FT (21.3 M) AND THE STATION ON THE RIGHT
 AB8762'(NORTH) SET FLUSH WITH THE GROUND.  THE STATION IS 15.9 FT (4.8 M)
 AB8762'NORTH NORTHWEST FROM THE CENTERLINE OF THE ENTRANCE ROAD, 82.9 FT
 AB8762'(25.3 M) WEST SOUTHWEST FROM A PK NAIL SET IN UTILITY POLE NUMBER
 AB8762'H21743 AND 66.5 FT (20.3 M) NORTH NORTHWEST FROM THE WEST EDGE OF THE
 AB8762'ENTRANCE SIGN TO THE FACILITY WHICH READS WHARTON TRACT UNIT SATELLITE
 AB8762'UNIT OF YOUTH RECEPTION AND CORRECTION.
 AB8762
 AB8762                          STATION RECOVERY (2004)
 AB8762
 AB8762'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJT)
 AB8762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8763 ***********************************************************************
 AB8763  DESIGNATION -  BC 06
 AB8763  PID         -  AB8763
 AB8763  STATE/COUNTY-  NJ/BURLINGTON
 AB8763  USGS QUAD   -  CHATSWORTH (1957)
 AB8763
 AB8763                         *CURRENT SURVEY CONTROL
 AB8763  ___________________________________________________________________
 AB8763* NAD 83(1996)-  39 47 10.06610(N)    074 31 01.74348(W)     ADJUSTED  
 AB8763* NAVD 88     -        25.6    (meters)      84.     (feet)  GPS OBS   
 AB8763  ___________________________________________________________________
 AB8763  X           -   1,310,172.004 (meters)                     COMP
 AB8763  Y           -  -4,729,825.129 (meters)                     COMP
 AB8763  Z           -   4,059,761.481 (meters)                     COMP
 AB8763  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AB8763  ELLIP HEIGHT-          -7.34  (meters)          (10/23/02) GPS OBS
 AB8763  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 AB8763
 AB8763  HORZ ORDER  -  FIRST
 AB8763  ELLP ORDER  -  FOURTH    CLASS I
 AB8763
 AB8763.The horizontal coordinates were established by GPS observations
 AB8763.and adjusted by the National Geodetic Survey in May 1999..
 AB8763
 AB8763.The orthometric height was determined by GPS observations and a
 AB8763.high-resolution geoid model.
 AB8763
 AB8763.Photographs are available for this station.
 AB8763
 AB8763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8763
 AB8763.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8763
 AB8763.The ellipsoidal height was determined by GPS observations
 AB8763.and is referenced to NAD 83.
 AB8763
 AB8763.The geoid height was determined by GEOID03.
 AB8763
 AB8763;                    North         East     Units Scale Factor Converg.
 AB8763;SPC NJ       -   105,770.327   148,531.001   MT  0.99990003   -0 00 39.5
 AB8763;SPC NJ       -   347,014.81    487,305.46   sFT  0.99990003   -0 00 39.5
 AB8763;UTM  18      - 4,404,131.604   541,344.235   MT  0.99962104   +0 18 32.4
 AB8763
 AB8763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8763!SPC NJ       -   1.00000115  x   0.99990003  =   0.99990118
 AB8763!UTM  18      -   1.00000115  x   0.99962104  =   0.99962219
 AB8763
 AB8763                          SUPERSEDED SURVEY CONTROL
 AB8763
 AB8763  ELLIP H (05/14/99)   -7.37   (m)                       GP(       ) 4 1
 AB8763  NAD 83(1992)-  39 47 10.06585(N)    074 31 01.74340(W) AD(       ) 1
 AB8763  ELLIP H (12/16/96)   -7.39   (m)                       GP(       ) 2 1
 AB8763
 AB8763.Superseded values are not recommended for survey control.
 AB8763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8763.See file dsdata.txt to determine how the superseded data were derived.
 AB8763
 AB8763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK4134404132(NAD 83)
 AB8763_MARKER: DD = SURVEY DISK
 AB8763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8763_STAMPING: BC 06
 AB8763_MARK LOGO: NJ05ED
 AB8763_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8763+STABILITY: SURFACE MOTION
 AB8763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8763+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2002
 AB8763
 AB8763  HISTORY     - Date     Condition        Report By
 AB8763  HISTORY     - 1995     MONUMENTED       OMEGA
 AB8763  HISTORY     - 20020608 GOOD             INDIV
 AB8763
 AB8763                          STATION DESCRIPTION
 AB8763
 AB8763'DESCRIBED BY OMEGA ENGINEERING SERVICES 1995 (MPM)
 AB8763'THE STATION IS LOCATED APPROXIMATELY 18 MI (29.0 KM) SOUTHEAST OF
 AB8763'MEDFORD, NEW JERSEY IN THE TOWN OF DUKES BRIDGE, WOODLAND TOWNSHIP ON
 AB8763'THE EAST SIDE OF CHATSWORTH-TUCKERTON ROAD AND 0.7 MI (1.1 KM) SOUTH
 AB8763'OF DUKES BRIDGE (BURLINGTON COUNTY BRIDGE NUMBER G6.37) .  THIS
 AB8763'STATION IS ALSO 2.3 MI (3.7 KM) SOUTH OF WOODLAND TOWNSHIP MUNICIPAL
 AB8763'BUILDING IN THE TOWN OF CHATSWORTH.  TO REACH THE STATION FROM THE
 AB8763'INTERSECTION OF NEW GRETNA-CHATSWORTH ROAD (COUNTY ROAD 563) AND
 AB8763'CHATSWORTH-TUCKERTON ROAD, GO SOUTH ON CHATSWORTH-TUCKERTON ROAD FOR
 AB8763'1.7 MI (2.7 KM) TO THE STATION ON THE LEFT SET FLUSH WITH THE GROUND.
 AB8763'THE STATION IS 15.5 FT (4.7 M) EAST NORTHEAST FROM THE CENTERLINE OF
 AB8763'CHATSWORTH-TUCKERTON ROAD, 70.3 FT (21.4 M) EAST SOUTHEAST FROM A PK
 AB8763'NAIL SET IN UTILITY POLE NUMBER P30467 AND 144.2 FT (44.0 M) NORTH
 AB8763'FROM UTILITY POLE NUMBER P37138.
 AB8763
 AB8763                          STATION RECOVERY (2002)
 AB8763
 AB8763'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 AB8763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8764 ***********************************************************************
 AB8764  DESIGNATION -  BC 07
 AB8764  PID         -  AB8764
 AB8764  STATE/COUNTY-  NJ/BURLINGTON
 AB8764  USGS QUAD   -  MEDFORD LAKES (1981)
 AB8764
 AB8764                         *CURRENT SURVEY CONTROL
 AB8764  ___________________________________________________________________
 AB8764* NAD 83(1996)-  39 47 29.69358(N)    074 46 27.13331(W)     ADJUSTED  
 AB8764* NAVD 88     -        26.1    (meters)      86.     (feet)  GPS OBS   
 AB8764  ___________________________________________________________________
 AB8764  X           -   1,288,837.279 (meters)                     COMP
 AB8764  Y           -  -4,735,282.035 (meters)                     COMP
 AB8764  Z           -   4,060,226.935 (meters)                     COMP
 AB8764  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AB8764  ELLIP HEIGHT-          -6.87  (meters)          (10/23/02) GPS OBS
 AB8764  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 AB8764
 AB8764  HORZ ORDER  -  FIRST
 AB8764  ELLP ORDER  -  FOURTH    CLASS I
 AB8764
 AB8764.The horizontal coordinates were established by GPS observations
 AB8764.and adjusted by the National Geodetic Survey in May 1999..
 AB8764
 AB8764.The orthometric height was determined by GPS observations and a
 AB8764.high-resolution geoid model.
 AB8764
 AB8764.Photographs are available for this station.
 AB8764
 AB8764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8764
 AB8764.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8764
 AB8764.The ellipsoidal height was determined by GPS observations
 AB8764.and is referenced to NAD 83.
 AB8764
 AB8764.The geoid height was determined by GEOID03.
 AB8764
 AB8764;                    North         East     Units Scale Factor Converg.
 AB8764;SPC NJ       -   106,411.438   126,515.988   MT  0.99990679   -0 10 31.8
 AB8764;SPC NJ       -   349,118.19    415,077.87   sFT  0.99990679   -0 10 31.8
 AB8764;UTM  18      - 4,404,649.606   519,332.383   MT  0.99960460   +0 08 40.2
 AB8764
 AB8764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8764!SPC NJ       -   1.00000108  x   0.99990679  =   0.99990787
 AB8764!UTM  18      -   1.00000108  x   0.99960460  =   0.99960568
 AB8764
 AB8764                          SUPERSEDED SURVEY CONTROL
 AB8764
 AB8764  ELLIP H (05/14/99)   -6.89   (m)                       GP(       ) 4 1
 AB8764  NAD 83(1992)-  39 47 29.69321(N)    074 46 27.13323(W) AD(       ) 1
 AB8764  ELLIP H (12/16/96)   -6.92   (m)                       GP(       ) 2 1
 AB8764
 AB8764.Superseded values are not recommended for survey control.
 AB8764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8764.See file dsdata.txt to determine how the superseded data were derived.
 AB8764
 AB8764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1933204650(NAD 83)
 AB8764_MARKER: DD = SURVEY DISK
 AB8764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8764_STAMPING: BC 07
 AB8764_MARK LOGO: NJ05ED
 AB8764_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8764+STABILITY: SURFACE MOTION
 AB8764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8764+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2002
 AB8764
 AB8764  HISTORY     - Date     Condition        Report By
 AB8764  HISTORY     - 1995     MONUMENTED       OMEGA
 AB8764  HISTORY     - 20020601 GOOD             INDIV
 AB8764
 AB8764                          STATION DESCRIPTION
 AB8764
 AB8764'DESCRIBED BY OMEGA ENGINEERING SERVICES 1995 (MPM)
 AB8764'THE STATION IS LOCATED APPROXIMATELY 8 MI (12.9 KM) SOUTHEAST OF
 AB8764'MEDFORD, NEW JERSEY IN THE TOWN OF DELLETT, SHAMONG TOWNSHIP ON THE
 AB8764'NORTHWEST SIDE OF OAKSHADE ROAD, NEAR THE INTERSECTION OF OAKSHADE
 AB8764'ROAD, JACKSON ROAD (COUNTY ROAD 534) AND ATSION ROAD.  TO REACH THE
 AB8764'STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 206 AND OAKSHADE ROAD,
 AB8764'GO SOUTHWEST ON OAKSHADE ROAD FOR 5.8 MI (9.3 KM) TO THE STATION ON
 AB8764'THE RIGHT SET FLUSH WITH THE GROUND AND 5.1 FT (1.6 M) NORTHWEST OF
 AB8764'THE EDGE OF ROAD PAVING.  THE STATION IS 16.5 FT (5.0 M) WEST
 AB8764'NORTHWEST FROM THE CENTERLINE OF OAKSHADE ROAD, 160.0 FT (48.8 M)
 AB8764'NORTH NORTHEAST FROM THE INTERSECTION OF OAKSHADE ROAD, JACKSON ROAD
 AB8764'(COUNTY ROAD 534) AND ATSION ROAD AND 65.1 FT (19.8 M) NORTH OF A PK
 AB8764'NAIL IN A UTILITY POLE WITH NO NUMBER ON THE SOUTHEAST SIDE OF OAK
 AB8764'SHADE ROAD.
 AB8764
 AB8764                          STATION RECOVERY (2002)
 AB8764
 AB8764'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 AB8764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8727 ***********************************************************************
 AB8727  DESIGNATION -  BC 08
 AB8727  PID         -  AB8727
 AB8727  STATE/COUNTY-  NJ/BURLINGTON
 AB8727  USGS QUAD   -  INDIAN MILLS (1977)
 AB8727
 AB8727                         *CURRENT SURVEY CONTROL
 AB8727  ___________________________________________________________________
 AB8727* NAD 83(1996)-  39 50 38.05992(N)    074 42 45.55694(W)     ADJUSTED  
 AB8727* NAVD 88     -        30.4    (meters)     100.     (feet)  GPS OBS   
 AB8727  ___________________________________________________________________
 AB8727  X           -   1,292,943.364 (meters)                     COMP
 AB8727  Y           -  -4,730,309.532 (meters)                     COMP
 AB8727  Z           -   4,064,692.011 (meters)                     COMP
 AB8727  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AB8727  ELLIP HEIGHT-          -2.47  (meters)          (10/23/02) GPS OBS
 AB8727  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 AB8727
 AB8727  HORZ ORDER  -  FIRST
 AB8727  ELLP ORDER  -  FOURTH    CLASS I
 AB8727
 AB8727.The horizontal coordinates were established by GPS observations
 AB8727.and adjusted by the National Geodetic Survey in May 1999..
 AB8727
 AB8727.The orthometric height was determined by GPS observations and a
 AB8727.high-resolution geoid model.
 AB8727
 AB8727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8727
 AB8727.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8727
 AB8727.The ellipsoidal height was determined by GPS observations
 AB8727.and is referenced to NAD 83.
 AB8727
 AB8727.The geoid height was determined by GEOID03.
 AB8727
 AB8727;                    North         East     Units Scale Factor Converg.
 AB8727;SPC NJ       -   112,206.122   131,801.126   MT  0.99990408   -0 08 10.5
 AB8727;SPC NJ       -   368,129.59    432,417.53   sFT  0.99990408   -0 08 10.5
 AB8727;UTM  18      - 4,410,471.989   524,583.485   MT  0.99960744   +0 11 02.8
 AB8727
 AB8727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8727!SPC NJ       -   1.00000039  x   0.99990408  =   0.99990447
 AB8727!UTM  18      -   1.00000039  x   0.99960744  =   0.99960783
 AB8727
 AB8727                          SUPERSEDED SURVEY CONTROL
 AB8727
 AB8727  ELLIP H (05/14/99)   -2.49   (m)                       GP(       ) 4 1
 AB8727  NAD 83(1992)-  39 50 38.05957(N)    074 42 45.55685(W) AD(       ) 1
 AB8727  ELLIP H (12/16/96)   -2.52   (m)                       GP(       ) 2 1
 AB8727
 AB8727.Superseded values are not recommended for survey control.
 AB8727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8727.See file dsdata.txt to determine how the superseded data were derived.
 AB8727
 AB8727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2458310472(NAD 83)
 AB8727_MARKER: DD = SURVEY DISK
 AB8727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8727_STAMPING: BC 08
 AB8727_MARK LOGO: NJ05ED
 AB8727_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8727+STABILITY: SURFACE MOTION
 AB8727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8727+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005
 AB8727
 AB8727  HISTORY     - Date     Condition        Report By
 AB8727  HISTORY     - 1995     MONUMENTED       OMEGA
 AB8727  HISTORY     - 20050118 GOOD             INDIV
 AB8727
 AB8727                          STATION DESCRIPTION
 AB8727
 AB8727'DESCRIBED BY OMEGA ENGINEERING SERVICES 1995 (MPM)
 AB8727'THE STATION IS APPROXIMATELY 8 MI (12.9 KM) SOUTHEAST OF MEDFORD, NEW
 AB8727'JERSEY IN THE TOWN OF TABERNACLE, TABERNACLE TOWNSHIP ON THE NORTH
 AB8727'SIDE OF MEDFORD LAKES ROAD (COUNTY ROAD 532) , SOUTH OF THE HOLY
 AB8727'EUCHARIST CATHOLIC CHURCH AND 500.0 FT (152.4 M) WEST OF THE
 AB8727'INTERSECTION OF MEDFORD LAKES ROAD AND CARRANZA ROAD (COUNTY ROAD 648)
 AB8727'.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 206 AND
 AB8727'COUNTY ROAD 532, GO SOUTHEAST ON COUNTY ROAD 532 FOR A DISTANCE OF 1.2
 AB8727'MI (1.9 KM) TO THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND AND
 AB8727'4.8 FT (1.5 M) NORTH OF THE ROAD EDGE OF PAVING.  THE STATION IS 19.7
 AB8727'FT (6.0 M) NORTH FROM THE CENTERLINE OF MEDFORD LAKES ROAD, 100.4 FT
 AB8727'(30.6 M) WEST FROM A 40 MILE (64.4 KM) PER HOUR SPEED LIMIT SIGN, 78.2
 AB8727'FT (23.8 M) WEST SOUTHWEST FROM UTILITY POLE NUMBER H-39321 AND 87.7
 AB8727'FT (26.7 M) WEST NORTHWEST FROM UTILITY POLE NUMBER C-6491 ON THE
 AB8727'SOUTH SIDE OF COUNTY ROAD 532.
 AB8727
 AB8727                          STATION RECOVERY (2005)
 AB8727
 AB8727'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MDH)
 AB8727'MARK IS APPROXIMATELY .25' BELOW GROUND LEVEL. MARK IS IN GOOD
 AB8727'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8728 ***********************************************************************
 AB8728  DESIGNATION -  BC 09
 AB8728  PID         -  AB8728
 AB8728  STATE/COUNTY-  NJ/BURLINGTON
 AB8728  USGS QUAD   -  CHATSWORTH (1957)
 AB8728
 AB8728                         *CURRENT SURVEY CONTROL
 AB8728  ___________________________________________________________________
 AB8728* NAD 83(1996)-  39 52 16.59817(N)    074 32 27.17926(W)     ADJUSTED  
 AB8728* NAVD 88     -        43.5    (meters)     143.     (feet)  GPS OBS   
 AB8728  ___________________________________________________________________
 AB8728  X           -   1,306,602.438 (meters)                     COMP
 AB8728  Y           -  -4,724,544.576 (meters)                     COMP
 AB8728  Z           -   4,067,033.439 (meters)                     COMP
 AB8728  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AB8728  ELLIP HEIGHT-          10.74  (meters)          (10/23/02) GPS OBS
 AB8728  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 AB8728
 AB8728  HORZ ORDER  -  FIRST
 AB8728  ELLP ORDER  -  FOURTH    CLASS I
 AB8728
 AB8728.The horizontal coordinates were established by GPS observations
 AB8728.and adjusted by the National Geodetic Survey in May 1999..
 AB8728
 AB8728.The orthometric height was determined by GPS observations and a
 AB8728.high-resolution geoid model.
 AB8728
 AB8728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8728
 AB8728.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8728
 AB8728.The ellipsoidal height was determined by GPS observations
 AB8728.and is referenced to NAD 83.
 AB8728
 AB8728.The geoid height was determined by GEOID03.
 AB8728
 AB8728;                    North         East     Units Scale Factor Converg.
 AB8728;SPC NJ       -   115,224.115   146,502.635   MT  0.99990015   -0 01 34.4
 AB8728;SPC NJ       -   378,031.12    480,650.73   sFT  0.99990015   -0 01 34.4
 AB8728;UTM  18      - 4,413,571.262   539,263.643   MT  0.99961898   +0 17 39.6
 AB8728
 AB8728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8728!SPC NJ       -   0.99999832  x   0.99990015  =   0.99989847
 AB8728!UTM  18      -   0.99999832  x   0.99961898  =   0.99961730
 AB8728
 AB8728                          SUPERSEDED SURVEY CONTROL
 AB8728
 AB8728  ELLIP H (05/14/99)   10.71   (m)                       GP(       ) 4 1
 AB8728  NAD 83(1992)-  39 52 16.59785(N)    074 32 27.17918(W) AD(       ) 1
 AB8728  ELLIP H (12/16/96)   10.69   (m)                       GP(       ) 2 1
 AB8728
 AB8728.Superseded values are not recommended for survey control.
 AB8728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8728.See file dsdata.txt to determine how the superseded data were derived.
 AB8728
 AB8728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3926413571(NAD 83)
 AB8728_MARKER: DD = SURVEY DISK
 AB8728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8728_STAMPING: BC 09
 AB8728_MARK LOGO: NJ05ED
 AB8728_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8728+STABILITY: SURFACE MOTION
 AB8728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8728+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB8728
 AB8728  HISTORY     - Date     Condition        Report By
 AB8728  HISTORY     - 1995     MONUMENTED       OMEGA
 AB8728
 AB8728                          STATION DESCRIPTION
 AB8728
 AB8728'DESCRIBED BY OMEGA ENGINEERING SERVICES 1995 (MPM)
 AB8728'THE STATION IS LOCATED APPROXIMATELY 15 MI (24.1 KM) EAST SOUTHEAST OF
 AB8728'MEDFORD, NEW JERSEY IN THE TOWN OF HEDGER HOUSE, WOODLAND TOWNSHIP ON
 AB8728'THE SOUTH SIDE OF STATE HIGHWAY ROUTE 72 AT THE INTERSECTION OF STATE
 AB8728'HIGHWAY ROUTE 72 AND CHATSWORTH ROAD (COUNTY ROAD 563) .  TO REACH THE
 AB8728'STATION FROM THE INTERSECTION OF STATE HIGHWAY ROUTES 70 AND 72, GO
 AB8728'SOUTH ON STATE HIGHWAY ROUTE 72 FOR 3.5 MI (5.6 KM) TO THE
 AB8728'INTERSECTION WITH COUNTY ROAD 563, THE TRAFFIC ISLAND AND THE STATION
 AB8728'ON THE RIGHT SET FLUSH WITH THE GROUND.  THE STATION IS 56.5 FT (17.2
 AB8728'M) SOUTHWEST FROM THE CENTERLINE OF STATE HIGHWAY ROUTE 72, 63.1 FT
 AB8728'(19.2 M) SOUTH SOUTHEAST FROM THE WEST SIDE OF A TRAFFIC SIGN
 AB8728'(CHATSWORTH, NEW GRETNA, RIGHT) AND 79.8 FT (24.3 M) NORTHEAST FROM A
 AB8728'PK NAIL IN UTILITY POLE NUMBER P26603 ON THE SOUTHWEST SIDE OF COUNTY
 AB8728'ROAD 563.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8729 ***********************************************************************
 AB8729  DESIGNATION -  BC 10
 AB8729  PID         -  AB8729
 AB8729  STATE/COUNTY-  NJ/BURLINGTON
 AB8729  USGS QUAD   -  MEDFORD LAKES (1981)
 AB8729
 AB8729                         *CURRENT SURVEY CONTROL
 AB8729  ___________________________________________________________________
 AB8729* NAD 83(1996)-  39 52 10.94540(N)    074 50 43.03340(W)     ADJUSTED  
 AB8729* NAVD 88     -        16.5    (meters)      54.     (feet)  GPS OBS   
 AB8729  ___________________________________________________________________
 AB8729  X           -   1,281,507.113 (meters)                     COMP
 AB8729  Y           -  -4,731,507.509 (meters)                     COMP
 AB8729  Z           -   4,066,882.310 (meters)                     COMP
 AB8729  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AB8729  ELLIP HEIGHT-         -16.28  (meters)          (10/23/02) GPS OBS
 AB8729  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 AB8729
 AB8729  HORZ ORDER  -  FIRST
 AB8729  ELLP ORDER  -  FOURTH    CLASS I
 AB8729
 AB8729.The horizontal coordinates were established by GPS observations
 AB8729.and adjusted by the National Geodetic Survey in May 1999..
 AB8729
 AB8729.The orthometric height was determined by GPS observations and a
 AB8729.high-resolution geoid model.
 AB8729
 AB8729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8729
 AB8729.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8729
 AB8729.The ellipsoidal height was determined by GPS observations
 AB8729.and is referenced to NAD 83.
 AB8729
 AB8729.The geoid height was determined by GEOID03.
 AB8729
 AB8729;                    North         East     Units Scale Factor Converg.
 AB8729;SPC NJ       -   115,106.045   120,461.564   MT  0.99991074   -0 13 16.8
 AB8729;SPC NJ       -   377,643.75    395,214.31   sFT  0.99991074   -0 13 16.8
 AB8729;UTM  18      - 4,413,307.591   513,231.319   MT  0.99960216   +0 05 57.0
 AB8729
 AB8729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8729!SPC NJ       -   1.00000255  x   0.99991074  =   0.99991329
 AB8729!UTM  18      -   1.00000255  x   0.99960216  =   0.99960471
 AB8729
 AB8729                          SUPERSEDED SURVEY CONTROL
 AB8729
 AB8729  NAD 83(1992)-  39 52 10.94493(N)    074 50 43.03330(W) AD(       ) 1
 AB8729  ELLIP H (12/16/96)  -16.31   (m)                       GP(       ) 2 1
 AB8729
 AB8729.Superseded values are not recommended for survey control.
 AB8729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8729.See file dsdata.txt to determine how the superseded data were derived.
 AB8729
 AB8729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1323113308(NAD 83)
 AB8729_MARKER: DD = SURVEY DISK
 AB8729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8729_STAMPING: BC 10
 AB8729_MARK LOGO: NJ05ED
 AB8729_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8729+STABILITY: SURFACE MOTION
 AB8729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8729+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB8729
 AB8729  HISTORY     - Date     Condition        Report By
 AB8729  HISTORY     - 1995     MONUMENTED       OMEGA
 AB8729
 AB8729                          STATION DESCRIPTION
 AB8729
 AB8729'DESCRIBED BY OMEGA ENGINEERING SERVICES 1995 (MPM)
 AB8729'THE STATION IS LOCATED APPROXIMATELY 2 MI (3.2 KM) SOUTHWEST OF
 AB8729'MEDFORD, NEW JERSEY IN THE TOWN OF OAKWOOD, MEDFORD TOWNSHIP ON THE
 AB8729'WEST SIDE OF TAUNTON ROAD (COUNTY ROAD 623) AND 90.0 FT (27.4 M) SOUTH
 AB8729'SOUTHWEST OF THE INTERSECTION OF COUNTY ROAD 623 AND TUCKERTON ROAD
 AB8729'(COUNTY ROAD 620) .  TO REACH THE STATION FROM THE INTERSECTION OF
 AB8729'U.S.  HIGHWAY 206 AND COUNTY ROAD 620 GO NORTHWEST ON COUNTY ROAD 620
 AB8729'FOR 6.9 MI (11.1 KM) TO THE INTERSECTION WITH COUNTY ROAD 623, THEN GO
 AB8729'SOUTHWEST ON COUNTY ROAD 623 FOR 90.0 FT (27.4 M) TO THE STATION ON
 AB8729'THE RIGHT, SET FLUSH WITH THE GROUND AND 2.0 FT (0.6 M) WEST OF THE
 AB8729'CURB IN A GRASS STRIP BETWEEN THE CURB AND SIDEWALK.  THE STATION IS
 AB8729'ALSO LOCATED EAST OF AN EXXON SERVICE STATION AND BETWEEN TWO DRIVEWAY
 AB8729'APRONS FOR THE SERVICE STATION.  THE STATION IS 63.8 FT (19.4 M) SOUTH
 AB8729'SOUTHWEST FROM THE TRAFFIC LIGHT ON THE SOUTHWEST CORNER OF THE
 AB8729'INTERSECTION OF COUNTY ROAD 620 AND COUNTY ROAD 623 AND 64.1 FT (19.5
 AB8729'M) NORTH NORTHEAST FROM UTILITY POLE NUMBER 64729MF ON THE WEST SIDE
 AB8729'OF COUNTY ROAD 623.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8730 ***********************************************************************
 AB8730  DESIGNATION -  BC 11
 AB8730  PID         -  AB8730
 AB8730  STATE/COUNTY-  NJ/BURLINGTON
 AB8730  USGS QUAD   -  MOUNT HOLLY (1981)
 AB8730
 AB8730                         *CURRENT SURVEY CONTROL
 AB8730  ___________________________________________________________________
 AB8730* NAD 83(1996)-  39 55 03.88239(N)    074 50 16.21949(W)     ADJUSTED  
 AB8730* NAVD 88     -        21.7    (meters)      71.     (feet)  GPS OBS   
 AB8730  ___________________________________________________________________
 AB8730  X           -   1,281,228.508 (meters)                     COMP
 AB8730  Y           -  -4,728,042.991 (meters)                     COMP
 AB8730  Z           -   4,070,977.979 (meters)                     COMP
 AB8730  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AB8730  ELLIP HEIGHT-         -10.97  (meters)          (10/23/02) GPS OBS
 AB8730  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 AB8730
 AB8730  HORZ ORDER  -  FIRST
 AB8730  ELLP ORDER  -  FOURTH    CLASS I
 AB8730
 AB8730.The horizontal coordinates were established by GPS observations
 AB8730.and adjusted by the National Geodetic Survey in May 1999..
 AB8730
 AB8730.The orthometric height was determined by GPS observations and a
 AB8730.high-resolution geoid model.
 AB8730
 AB8730.Photographs are available for this station.
 AB8730
 AB8730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8730
 AB8730.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8730
 AB8730.The ellipsoidal height was determined by GPS observations
 AB8730.and is referenced to NAD 83.
 AB8730
 AB8730.The geoid height was determined by GEOID03.
 AB8730
 AB8730;                    North         East     Units Scale Factor Converg.
 AB8730;SPC NJ       -   120,436.883   121,118.919   MT  0.99991027   -0 13 00.4
 AB8730;SPC NJ       -   395,133.34    397,370.99   sFT  0.99991027   -0 13 00.4
 AB8730;UTM  18      - 4,418,640.380   513,858.634   MT  0.99960236   +0 06 14.6
 AB8730
 AB8730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8730!SPC NJ       -   1.00000172  x   0.99991027  =   0.99991199
 AB8730!UTM  18      -   1.00000172  x   0.99960236  =   0.99960408
 AB8730
 AB8730                          SUPERSEDED SURVEY CONTROL
 AB8730
 AB8730  ELLIP H (05/14/99)  -10.96   (m)                       GP(       ) 4 1
 AB8730  NAD 83(1992)-  39 55 03.88167(N)    074 50 16.21940(W) AD(       ) 1
 AB8730  ELLIP H (12/16/96)  -11.00   (m)                       GP(       ) 2 1
 AB8730
 AB8730.Superseded values are not recommended for survey control.
 AB8730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8730.See file dsdata.txt to determine how the superseded data were derived.
 AB8730
 AB8730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1385918640(NAD 83)
 AB8730_MARKER: DD = SURVEY DISK
 AB8730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8730_STAMPING: BC 11
 AB8730_MARK LOGO: NJ05ED
 AB8730_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8730+STABILITY: SURFACE MOTION
 AB8730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8730+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2002
 AB8730
 AB8730  HISTORY     - Date     Condition        Report By
 AB8730  HISTORY     - 1995     MONUMENTED       OMEGA
 AB8730  HISTORY     - 20020622 GOOD             INDIV
 AB8730
 AB8730                          STATION DESCRIPTION
 AB8730
 AB8730'DESCRIBED BY OMEGA ENGINEERING SERVICES 1995 (MPM)
 AB8730'THE STATION IS LOCATED APPROXIMATELY 1 MI (1.6 KM) NORTH OF MEDFORD,
 AB8730'NEW JERSEY IN THE TOWN OF MEDFORD, MEDFORD TOWNSHIP ON THE SOUTH SIDE
 AB8730'OF CHURCH ROAD (COUNTY ROAD 616) NEAR THE INTERSECTION OF COUNTY ROAD
 AB8730'616, ARK ROAD AND BRACE ROAD WHICH IS NEXT TO THE MEDFORD WILDLIFE
 AB8730'MANAGEMENT AREA.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AB8730'HIGHWAY ROUTE 70 AND COUNTY ROAD 541 (THE MEDFORD TRAFFIC CIRCLE) , GO
 AB8730'NORTH ON COUNTY ROAD 541 FOR 0.7 MI (1.1 KM) TO THE INTERSECTION WITH
 AB8730'COUNTY ROAD 616, THEN GO WEST ON COUNTY ROAD 616 FOR 0.6 MI (1.0 KM)
 AB8730'TO THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND AND 5.0 FT (1.5
 AB8730'M) SOUTHWEST OF THE ROAD EDGE OF PAVING.  THE STATION IS 21.6 FT (6.6
 AB8730'M) SOUTH SOUTHWEST FROM THE CENTERLINE OF COUNTY ROAD 616, 225.0 FT
 AB8730'(68.6 M) WEST FROM THE INTERSECTION OF COUNTY ROAD 616, ARK ROAD AND
 AB8730'BRACE ROAD, 71.4 FT (21.8 M) WEST FROM MAILBOX NUMBER 174 AND 41.9 FT
 AB8730'(12.8 M) SOUTH SOUTHWEST FROM A PK NAIL IN UTILITY POLE NUMBER 64173MF
 AB8730'ON THE NORTHEAST SIDE OF COUNTY ROAD 616.
 AB8730
 AB8730                          STATION RECOVERY (2002)
 AB8730
 AB8730'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 AB8730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8731 ***********************************************************************
 AB8731  DESIGNATION -  BC 12
 AB8731  PID         -  AB8731
 AB8731  STATE/COUNTY-  NJ/BURLINGTON
 AB8731  USGS QUAD   -  PEMBERTON (1981)
 AB8731
 AB8731                         *CURRENT SURVEY CONTROL
 AB8731  ___________________________________________________________________
 AB8731* NAD 83(1996)-  39 55 42.67798(N)    074 42 38.97921(W)     ADJUSTED  
 AB8731* NAVD 88     -        15.7    (meters)      52.     (feet)  GPS OBS   
 AB8731  ___________________________________________________________________
 AB8731  X           -   1,291,502.608 (meters)                     COMP
 AB8731  Y           -  -4,724,446.051 (meters)                     COMP
 AB8731  Z           -   4,071,891.784 (meters)                     COMP
 AB8731  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AB8731  ELLIP HEIGHT-         -16.95  (meters)          (10/23/02) GPS OBS
 AB8731  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 AB8731
 AB8731  HORZ ORDER  -  FIRST
 AB8731  ELLP ORDER  -  FOURTH    CLASS I
 AB8731
 AB8731.The horizontal coordinates were established by GPS observations
 AB8731.and adjusted by the National Geodetic Survey in May 1999..
 AB8731
 AB8731.The orthometric height was determined by GPS observations and a
 AB8731.high-resolution geoid model.
 AB8731
 AB8731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8731
 AB8731.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8731
 AB8731.The ellipsoidal height was determined by GPS observations
 AB8731.and is referenced to NAD 83.
 AB8731
 AB8731.The geoid height was determined by GEOID03.
 AB8731
 AB8731;                    North         East     Units Scale Factor Converg.
 AB8731;SPC NJ       -   121,599.959   131,979.659   MT  0.99990400   -0 08 07.1
 AB8731;SPC NJ       -   398,949.20    433,003.26   sFT  0.99990400   -0 08 07.1
 AB8731;UTM  18      - 4,419,863.892   524,709.409   MT  0.99960752   +0 11 08.2
 AB8731
 AB8731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8731!SPC NJ       -   1.00000266  x   0.99990400  =   0.99990666
 AB8731!UTM  18      -   1.00000266  x   0.99960752  =   0.99961018
 AB8731
 AB8731                          SUPERSEDED SURVEY CONTROL
 AB8731
 AB8731  NAD 83(1992)-  39 55 42.67723(N)    074 42 38.97895(W) AD(       ) 1
 AB8731  ELLIP H (12/16/96)  -16.99   (m)                       GP(       ) 2 1
 AB8731
 AB8731.Superseded values are not recommended for survey control.
 AB8731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8731.See file dsdata.txt to determine how the superseded data were derived.
 AB8731
 AB8731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2470919864(NAD 83)
 AB8731_MARKER: DD = SURVEY DISK
 AB8731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8731_STAMPING: BC 12
 AB8731_MARK LOGO: NJ05ED
 AB8731_PROJECTION: FLUSH
 AB8731_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8731+STABILITY: SURFACE MOTION
 AB8731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8731+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2005
 AB8731
 AB8731  HISTORY     - Date     Condition        Report By
 AB8731  HISTORY     - 1995     MONUMENTED       OMEGA
 AB8731  HISTORY     - 19980105 GOOD             STEWRT
 AB8731  HISTORY     - 20050513 GOOD             GEOCAC
 AB8731
 AB8731                          STATION DESCRIPTION
 AB8731
 AB8731'DESCRIBED BY OMEGA ENGINEERING SERVICES 1995 (MPM)
 AB8731'THE STATION IS LOCATED APPROXIMATELY 7 MI (11.3 KM) EAST NORTHEAST OF
 AB8731'MEDFORD, NEW JERSEY IN THE TOWN OF BUDDTOWN, SOUTHAMPTON TOWNSHIP ON
 AB8731'THE SOUTH SIDE OF ISAAC BUDD ROAD AND 300.0 FT (91.4 M) SOUTHEAST OF
 AB8731'THE INTERSECTION OF ISAAC BUDD ROAD AND RIDGE ROAD (COUNTY ROAD 643).
 AB8731'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY ROUTE 206
 AB8731'AND BUDDTOWN ROAD (COUNTY ROAD 642) , GO SOUTHEAST ON COUNTY ROAD 642
 AB8731'FOR 1.6 MI (2.6 KM) TO THE INTERSECTION WITH RIDGE ROAD (COUNTY ROAD
 AB8731'643) AND THE ROAD BECOMES ISAAC BUDD ROAD, THE STATION IS 300.0 FT
 AB8731'(91.4 M) ON THE RIGHT AND SET FLUSH WITH THE GROUND AND 4.0 FT (1.2 M)
 AB8731'SOUTH OF THE EDGE OF ROAD PAVING.  THE STATION IS 13.2 FT (4.0 M)
 AB8731'SOUTH SOUTHWEST OF THE CENTERLINE OF ISAAC BUDD ROAD, 33.0 FT (10.1 M)
 AB8731'SOUTHWEST FROM A PK NAIL SET IN UTILITY POLE NUMBER A60463SH ON THE
 AB8731'NORTH SIDE OF ISAAC BUDD ROAD AND 150.0 FT (45.7 M) SOUTHEAST FROM
 AB8731'UTILITY POLE NUMBER 60462 SH ON THE NORTH SIDE OF ISAAC BUDD ROAD.
 AB8731
 AB8731                          STATION RECOVERY (1998)
 AB8731
 AB8731'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1998 (JMS)
 AB8731'NO CHANGE IN DESCRIPTION - SUITABLE FOR SATELLITE OBSERVATIONS.
 AB8731
 AB8731                          STATION RECOVERY (2005)
 AB8731
 AB8731'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 AB8731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8743 ***********************************************************************
 AB8743  DESIGNATION -  BC 13
 AB8743  PID         -  AB8743
 AB8743  STATE/COUNTY-  NJ/BURLINGTON
 AB8743  USGS QUAD   -  PEMBERTON (1981)
 AB8743
 AB8743                         *CURRENT SURVEY CONTROL
 AB8743  ___________________________________________________________________
 AB8743* NAD 83(1996)-  39 57 55.24585(N)    074 38 09.74692(W)     ADJUSTED  
 AB8743* NAVD 88     -        21.6    (meters)      71.     (feet)  GPS OBS   
 AB8743  ___________________________________________________________________
 AB8743  X           -   1,296,973.838 (meters)                     COMP
 AB8743  Y           -  -4,720,229.164 (meters)                     COMP
 AB8743  Z           -   4,075,030.166 (meters)                     COMP
 AB8743  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AB8743  ELLIP HEIGHT-         -11.04  (meters)          (10/23/02) GPS OBS
 AB8743  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 AB8743
 AB8743  HORZ ORDER  -  FIRST
 AB8743  ELLP ORDER  -  FOURTH    CLASS I
 AB8743
 AB8743.The horizontal coordinates were established by GPS observations
 AB8743.and adjusted by the National Geodetic Survey in May 1999..
 AB8743
 AB8743.The orthometric height was determined by GPS observations and a
 AB8743.high-resolution geoid model.
 AB8743
 AB8743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8743
 AB8743.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8743
 AB8743.The ellipsoidal height was determined by GPS observations
 AB8743.and is referenced to NAD 83.
 AB8743
 AB8743.The geoid height was determined by GEOID03.
 AB8743
 AB8743;                    North         East     Units Scale Factor Converg.
 AB8743;SPC NJ       -   125,675.880   138,378.240   MT  0.99990166   -0 05 14.6
 AB8743;SPC NJ       -   412,321.62    453,995.94   sFT  0.99990166   -0 05 14.6
 AB8743;UTM  18      - 4,423,974.397   531,083.183   MT  0.99961189   +0 14 01.6
 AB8743
 AB8743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8743!SPC NJ       -   1.00000173  x   0.99990166  =   0.99990339
 AB8743!UTM  18      -   1.00000173  x   0.99961189  =   0.99961362
 AB8743
 AB8743                          SUPERSEDED SURVEY CONTROL
 AB8743
 AB8743  ELLIP H (05/14/99)  -11.05   (m)                       GP(       ) 4 1
 AB8743  NAD 83(1992)-  39 57 55.24529(N)    074 38 09.74677(W) AD(       ) 1
 AB8743  ELLIP H (12/16/96)  -11.08   (m)                       GP(       ) 2 1
 AB8743
 AB8743.Superseded values are not recommended for survey control.
 AB8743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8743.See file dsdata.txt to determine how the superseded data were derived.
 AB8743
 AB8743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3108323974(NAD 83)
 AB8743_MARKER: DD = SURVEY DISK
 AB8743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8743_STAMPING: BC 13
 AB8743_MARK LOGO: NJ05ED
 AB8743_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8743+STABILITY: SURFACE MOTION
 AB8743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8743+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB8743
 AB8743  HISTORY     - Date     Condition        Report By
 AB8743  HISTORY     - 1995     MONUMENTED       TWT
 AB8743
 AB8743                          STATION DESCRIPTION
 AB8743
 AB8743'DESCRIBED BY TWT CONS ENG 1995 (WPD)
 AB8743'THE STATION IS LOCATED APPROXIMATELY 11 MI (17.7 KM) NORTHEAST OF
 AB8743'MEDFORD, NEW JERSEY IN THE TOWN OF NEW LISBON, PEMBERTON TOWNSHIP ON
 AB8743'THE NORTHEAST SIDE OF NEW LISBON ROAD (COUNTY ROAD 646) .  TO REACH
 AB8743'THE STATION FROM THE 4-MILE CIRCLE, JUNCTION OF STATE HIGHWAY ROUTES
 AB8743'70 AND 72 AND COUNTY ROADS 642 AND 646, GO NORTH ON COUNTY ROAD 646
 AB8743'FOR 5.1 MI (8.2 KM) TO THE STATION ON THE RIGHT, SET FLUSH WITH THE
 AB8743'GROUND AND 0.1 MI (0.2 KM) SOUTHEAST FROM ITS INTERSECTION WITH COUNTY
 AB8743'ROAD 530.  THE STATION IS 34.1 FT (10.4 M) NORTHEAST OF UTILITY POLE
 AB8743'NUMBER JC508PM ON THE SOUTHWEST SIDE OF COUNTY ROAD 646, 78.5 FT (23.9
 AB8743'M) SOUTHEAST OF UTILITY POLE NUMBER 3 ON THE NORTHEAST SIDE OF COUNTY
 AB8743'ROAD 646 AND 46.6 FT (14.2 M) NORTHWEST OF UTILITY POLE NUMBER
 AB8743'BT1135PM ON THE NORTHWEST SIDE OF COUNTY ROAD 646.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8739 ***********************************************************************
 AB8739  DESIGNATION -  BC 14
 AB8739  PID         -  AB8739
 AB8739  STATE/COUNTY-  NJ/BURLINGTON
 AB8739  USGS QUAD   -  MOORESTOWN (1995)
 AB8739
 AB8739                         *CURRENT SURVEY CONTROL
 AB8739  ___________________________________________________________________
 AB8739* NAD 83(1996)-  39 56 05.31198(N)    074 53 22.46498(W)     ADJUSTED  
 AB8739* NAVD 88     -        22.8    (meters)      75.     (feet)  GPS OBS   
 AB8739  ___________________________________________________________________
 AB8739  X           -   1,276,642.067 (meters)                     COMP
 AB8739  Y           -  -4,728,024.813 (meters)                     COMP
 AB8739  Z           -   4,072,431.631 (meters)                     COMP
 AB8739  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AB8739  ELLIP HEIGHT-          -9.87  (meters)          (10/23/02) GPS OBS
 AB8739  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 AB8739
 AB8739  HORZ ORDER  -  FIRST
 AB8739  ELLP ORDER  -  FOURTH    CLASS I
 AB8739
 AB8739.The horizontal coordinates were established by GPS observations
 AB8739.and adjusted by the National Geodetic Survey in May 1999..
 AB8739
 AB8739.The orthometric height was determined by GPS observations and a
 AB8739.high-resolution geoid model.
 AB8739
 AB8739.Photographs are available for this station.
 AB8739
 AB8739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8739
 AB8739.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8739
 AB8739.The ellipsoidal height was determined by GPS observations
 AB8739.and is referenced to NAD 83.
 AB8739
 AB8739.The geoid height was determined by GEOID03.
 AB8739
 AB8739;                    North         East     Units Scale Factor Converg.
 AB8739;SPC NJ       -   122,349.363   116,704.477   MT  0.99991364   -0 15 00.3
 AB8739;SPC NJ       -   401,407.87    382,887.94   sFT  0.99991364   -0 15 00.3
 AB8739;UTM  18      - 4,420,527.519   509,434.923   MT  0.99960110   +0 04 15.2
 AB8739
 AB8739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8739!SPC NJ       -   1.00000155  x   0.99991364  =   0.99991519
 AB8739!UTM  18      -   1.00000155  x   0.99960110  =   0.99960265
 AB8739
 AB8739                          SUPERSEDED SURVEY CONTROL
 AB8739
 AB8739  ELLIP H (05/14/99)   -9.86   (m)                       GP(       ) 4 1
 AB8739  NAD 83(1992)-  39 56 05.31120(N)    074 53 22.46493(W) AD(       ) 1
 AB8739  ELLIP H (12/16/96)   -9.90   (m)                       GP(       ) 2 1
 AB8739
 AB8739.Superseded values are not recommended for survey control.
 AB8739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8739.See file dsdata.txt to determine how the superseded data were derived.
 AB8739
 AB8739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0943520528(NAD 83)
 AB8739_MARKER: DD = SURVEY DISK
 AB8739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8739_STAMPING: BC 14
 AB8739_MARK LOGO: NJ05ED
 AB8739_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8739+STABILITY: SURFACE MOTION
 AB8739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8739+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2002
 AB8739
 AB8739  HISTORY     - Date     Condition        Report By
 AB8739  HISTORY     - 1995     MONUMENTED       TWT
 AB8739  HISTORY     - 20020525 GOOD             INDIV
 AB8739
 AB8739                          STATION DESCRIPTION
 AB8739
 AB8739'DESCRIBED BY TWT CONS ENG 1995 (JTB)
 AB8739'THE STATION IS LOCATED APPROXIMATELY 4 MI (6.4 KM) NORTHWEST OF
 AB8739'MEDFORD, NEW JERSEY IN THE TOWN OF MOUNT LAUREL, MOUNT LAUREL TOWNSHIP
 AB8739'ON THE GROUNDS OF THE HILLSIDE ELEMENTARY SCHOOL IN A GRASS FIELD NEAR
 AB8739'THE EDGE OF THE OUTFIELD FOR LITTLE LEAGUE BASEBALL. BEFORE OCCUPYING
 AB8739'THE STATION CONTACT MR.  FRANK E.  HICKS, BUSINESS ADMINISTRATOR,
 AB8739'MOUNT LAUREL TOWNSHIP BOARD OF EDUCATION, 330 MOUNT LAUREL ROAD, MOUNT
 AB8739'LAUREL, NEW JERSEY 08054, TELEPHONE NUMBER (609) 235-3387, FAX NUMBER
 AB8739'(609) 235-1837.  TO REACH THE STATION FROM THE INTERSECTION OF
 AB8739'MOORESTOWN-MT.  LAUREL ROAD (COUNTY ROAD 603) AND HAINESPORT-MT.
 AB8739'LAUREL ROAD (COUNTY ROAD 674) , GO NORTHEAST ON COUNTY ROAD 674 FOR
 AB8739'0.1 MI (0.2 KM) TO THE SCHOOL PARKING LOT ENTRANCE.  TURN RIGHT (EAST)
 AB8739'INTO THE PARKING LOT AND CONTINUE 250.0 FT (76.2 M) TO THE STATION ON
 AB8739'THE RIGHT AND SET FLUSH WITH THE GROUND.  THE STATION IS 62.5 FT (19.1
 AB8739'M) NORTHWEST OF UTILITY POLE NUMBER PS2464MTL, 88.5 FT (27.0 M) SOUTH
 AB8739'OF UTILITY POLE NUMBER PS2463MTL AND 18.3 FT (5.6 M) SOUTHWEST AND
 AB8739'PERPENDICULAR TO THE EDGE OF PAVING OF THE PARKING LOT.
 AB8739
 AB8739                          STATION RECOVERY (2002)
 AB8739
 AB8739'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 AB8739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8745 ***********************************************************************
 AB8745  DESIGNATION -  BC 15
 AB8745  PID         -  AB8745
 AB8745  STATE/COUNTY-  NJ/BURLINGTON
 AB8745  USGS QUAD   -  WHITING (1971)
 AB8745
 AB8745                         *CURRENT SURVEY CONTROL
 AB8745  ___________________________________________________________________
 AB8745* NAD 83(1996)-  39 56 57.40131(N)    074 29 16.98177(W)     ADJUSTED  
 AB8745* NAVD 88     -        32.4    (meters)     106.     (feet)  GPS OBS   
 AB8745  ___________________________________________________________________
 AB8745  X           -   1,309,470.086 (meters)                     COMP
 AB8745  Y           -  -4,717,975.395 (meters)                     COMP
 AB8745  Z           -   4,073,669.511 (meters)                     COMP
 AB8745  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 AB8745  ELLIP HEIGHT-          -0.32  (meters)          (10/23/02) GPS OBS
 AB8745  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 AB8745
 AB8745  HORZ ORDER  -  FIRST
 AB8745  ELLP ORDER  -  FOURTH    CLASS I
 AB8745
 AB8745.The horizontal coordinates were established by GPS observations
 AB8745.and adjusted by the National Geodetic Survey in May 1999..
 AB8745
 AB8745.The orthometric height was determined by GPS observations and a
 AB8745.high-resolution geoid model.
 AB8745
 AB8745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8745
 AB8745.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8745
 AB8745.The ellipsoidal height was determined by GPS observations
 AB8745.and is referenced to NAD 83.
 AB8745
 AB8745.The geoid height was determined by GEOID03.
 AB8745
 AB8745;                    North         East     Units Scale Factor Converg.
 AB8745;SPC NJ       -   123,883.181   151,021.067   MT  0.99990001   +0 00 27.6
 AB8745;SPC NJ       -   406,440.07    495,474.95   sFT  0.99990001   +0 00 27.6
 AB8745;UTM  18      - 4,422,253.069   543,732.276   MT  0.99962354   +0 19 43.4
 AB8745
 AB8745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8745!SPC NJ       -   1.00000005  x   0.99990001  =   0.99990006
 AB8745!UTM  18      -   1.00000005  x   0.99962354  =   0.99962359
 AB8745
 AB8745                          SUPERSEDED SURVEY CONTROL
 AB8745
 AB8745  ELLIP H (05/14/99)   -0.34   (m)                       GP(       ) 4 1
 AB8745  NAD 83(1992)-  39 56 57.40078(N)    074 29 16.98166(W) AD(       ) 1
 AB8745  ELLIP H (12/16/96)   -0.38   (m)                       GP(       ) 2 1
 AB8745
 AB8745.Superseded values are not recommended for survey control.
 AB8745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8745.See file dsdata.txt to determine how the superseded data were derived.
 AB8745
 AB8745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK4373222253(NAD 83)
 AB8745_MARKER: DD = SURVEY DISK
 AB8745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8745_STAMPING: BC 15
 AB8745_MARK LOGO: NJ05ED
 AB8745_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8745+STABILITY: SURFACE MOTION
 AB8745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8745+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2003
 AB8745
 AB8745  HISTORY     - Date     Condition        Report By
 AB8745  HISTORY     - 1995     MONUMENTED       TWT
 AB8745  HISTORY     - 20031227 GOOD             INDIV
 AB8745
 AB8745                          STATION DESCRIPTION
 AB8745
 AB8745'DESCRIBED BY TWT CONS ENG 1995 (JTB)
 AB8745'THE STATION IS LOCATED APPROXIMATELY 18 MI (29.0 KM) EAST NORTHEAST OF
 AB8745'MEDFORD, NEW JERSEY IN THE TOWN OF PEMBERTON, PEMBERTON TOWNSHIP ON
 AB8745'THE NORTH SIDE OF STATE HIGHWAY ROUTE 70 WHERE IT INTERSECTS WITH
 AB8745'LAKEHURST ROAD (COUNTY ROAD 530) .  TO REACH THE STATION FROM THE
 AB8745'4-MILE CIRCLE, JUNCTION OF STATE HIGHWAY ROUTES 70 AND 72, GO EAST ON
 AB8745'STATE HIGHWAY ROUTE 70 FOR 6.5 MI (10.5 KM) TO ITS INTERSECTION WITH
 AB8745'COUNTY ROAD 530 AND THE STATION ON THE LEFT SET FLUSH WITH THE GROUND.
 AB8745'THE STATION IS APPROXIMATELY 0.1 MI (0.2 KM) WEST OF THE INTERSECTION.
 AB8745'THE STATION IS 29.4 FT (9.0 M) NORTH OF THE PHYSICAL CENTERLINE OF
 AB8745'STATE HIGHWAY ROUTE 70, 30.0 FT (9.1 M) SOUTH OF UTILITY POLE NUMBER
 AB8745'29, 45.0 FT (13.7 M) SOUTH SOUTHWEST OF A 14 INCH PINE AND 47.4 FT
 AB8745'(14.4 M) EAST NORTHEAST OF THE STATE HIGHWAY ROUTE 70 WEST SIGN.
 AB8745
 AB8745                          STATION RECOVERY (2003)
 AB8745
 AB8745'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (GJT)
 AB8745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8741 ***********************************************************************
 AB8741  DESIGNATION -  BC 16
 AB8741  PID         -  AB8741
 AB8741  STATE/COUNTY-  NJ/BURLINGTON
 AB8741  USGS QUAD   -  PEMBERTON (1981)
 AB8741
 AB8741                         *CURRENT SURVEY CONTROL
 AB8741  ___________________________________________________________________
 AB8741* NAD 83(1996)-  39 59 16.17984(N)    074 44 54.71601(W)     ADJUSTED  
 AB8741* NAVD 88     -        15.2    (meters)      50.     (feet)  GPS OBS   
 AB8741  ___________________________________________________________________
 AB8741  X           -   1,287,280.734 (meters)                     COMP
 AB8741  Y           -  -4,721,214.462 (meters)                     COMP
 AB8741  Z           -   4,076,938.931 (meters)                     COMP
 AB8741  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 AB8741  ELLIP HEIGHT-         -17.44  (meters)          (10/23/02) GPS OBS
 AB8741  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 AB8741
 AB8741  HORZ ORDER  -  FIRST
 AB8741  ELLP ORDER  -  FOURTH    CLASS I
 AB8741
 AB8741.The horizontal coordinates were established by GPS observations
 AB8741.and adjusted by the National Geodetic Survey in May 1999..
 AB8741
 AB8741.The orthometric height was determined by GPS observations and a
 AB8741.high-resolution geoid model.
 AB8741
 AB8741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8741
 AB8741.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8741
 AB8741.The ellipsoidal height was determined by GPS observations
 AB8741.and is referenced to NAD 83.
 AB8741
 AB8741.The geoid height was determined by GEOID03.
 AB8741
 AB8741;                    North         East     Units Scale Factor Converg.
 AB8741;SPC NJ       -   128,192.584   128,775.218   MT  0.99990554   -0 09 35.0
 AB8741;SPC NJ       -   420,578.50    422,490.03   sFT  0.99990554   -0 09 35.0
 AB8741;UTM  18      - 4,426,436.494   521,469.037   MT  0.99960567   +0 09 41.8
 AB8741
 AB8741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8741!SPC NJ       -   1.00000274  x   0.99990554  =   0.99990828
 AB8741!UTM  18      -   1.00000274  x   0.99960567  =   0.99960840
 AB8741
 AB8741                          SUPERSEDED SURVEY CONTROL
 AB8741
 AB8741  ELLIP H (05/14/99)  -17.46   (m)                       GP(       ) 4 1
 AB8741  NAD 83(1992)-  39 59 16.17940(N)    074 44 54.71604(W) AD(       ) 1
 AB8741  ELLIP H (12/16/96)  -17.48   (m)                       GP(       ) 2 1
 AB8741
 AB8741.Superseded values are not recommended for survey control.
 AB8741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8741.See file dsdata.txt to determine how the superseded data were derived.
 AB8741
 AB8741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2146926436(NAD 83)
 AB8741_MARKER: DD = SURVEY DISK
 AB8741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8741_STAMPING: BC 16
 AB8741_MARK LOGO: NJ05ED
 AB8741_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8741+STABILITY: SURFACE MOTION
 AB8741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8741+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB8741
 AB8741  HISTORY     - Date     Condition        Report By
 AB8741  HISTORY     - 1995     MONUMENTED       TWT
 AB8741
 AB8741                          STATION DESCRIPTION
 AB8741
 AB8741'DESCRIBED BY TWT CONS ENG 1995 (JTB)
 AB8741'THE STATION IS LOCATED APPROXIMATELY 7 MI (11.3 KM) NORTHEAST OF
 AB8741'MEDFORD, NEW JERSEY IN THE TOWN OF SMITHVILLE, EASTAMPTON TOWNSHIP ON
 AB8741'THE GROUNDS OF THE SMITHVILLE MANSION COUNTY PARK AND ON THE WEST SIDE
 AB8741'OF SMITHVILLE ROAD (COUNTY ROAD 684) .  THE STATION IS ALSO 0.25 MI
 AB8741'(0.40 KM) SOUTH OF ITS INTERSECTION WITH POWELL ROAD (COUNTY ROAD 621)
 AB8741'.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY ROUTE
 AB8741'206 AND STATE HIGHWAY ROUTE 38, GO WEST ON STATE HIGHWAY ROUTE 38 FOR
 AB8741'0.8 MI (1.3 KM) TO A TEE INTERSECTION WITH SMITHVILLE ROAD (COUNTY
 AB8741'ROAD 684) .  TURN RIGHT (NORTH) ONTO COUNTY ROAD 684 AND GO 0.9 MILES
 AB8741'(1.4 KM) TO THE STATION ON THE LEFT SET FLUSH WITH THE GROUND.  THE
 AB8741'STATION IS LOCATED AT THE EASTERN END OF A GRASS BERM, 41.2 FT (12.6
 AB8741'M) WEST OF UTILITY POLE NUMBER 60085EH ON THE EAST SIDE OF COUNTY ROAD
 AB8741'684, 38.5 FT (11.7 M) EAST OF A 6 INCH DIAMETER PINE TREE, WHICH IS
 AB8741'THE FIRST TREE ON THE BERM, AND 126.3 FT (38.5 M) NORTH OF THE
 AB8741'EASTERNMOST SIGN POST FOR THE SMITHVILLE COUNTY PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8765 ***********************************************************************
 AB8765  DESIGNATION -  BC 17
 AB8765  PID         -  AB8765
 AB8765  STATE/COUNTY-  NJ/BURLINGTON
 AB8765  USGS QUAD   -  BEVERLY (1973)
 AB8765
 AB8765                         *CURRENT SURVEY CONTROL
 AB8765  ___________________________________________________________________
 AB8765* NAD 83(1996)-  40 00 40.84762(N)    074 56 26.77037(W)     ADJUSTED  
 AB8765* NAVD 88     -        12.6    (meters)      41.     (feet)  GPS OBS   
 AB8765  ___________________________________________________________________
 AB8765  X           -   1,270,996.351 (meters)                     COMP
 AB8765  Y           -  -4,723,883.968 (meters)                     COMP
 AB8765  Z           -   4,078,937.609 (meters)                     COMP
 AB8765  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 AB8765  ELLIP HEIGHT-         -20.21  (meters)          (10/23/02) GPS OBS
 AB8765  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 AB8765
 AB8765  HORZ ORDER  -  FIRST
 AB8765  ELLP ORDER  -  FOURTH    CLASS I
 AB8765
 AB8765.The horizontal coordinates were established by GPS observations
 AB8765.and adjusted by the National Geodetic Survey in May 1999..
 AB8765
 AB8765.The orthometric height was determined by GPS observations and a
 AB8765.high-resolution geoid model.
 AB8765
 AB8765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8765
 AB8765.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8765
 AB8765.The ellipsoidal height was determined by GPS observations
 AB8765.and is referenced to NAD 83.
 AB8765
 AB8765.The geoid height was determined by GEOID03.
 AB8765
 AB8765;                    North         East     Units Scale Factor Converg.
 AB8765;SPC NJ       -   130,867.203   112,370.917   MT  0.99991743   -0 17 00.2
 AB8765;SPC NJ       -   429,353.48    368,670.25   sFT  0.99991743   -0 17 00.2
 AB8765;UTM  18      - 4,429,018.257   505,055.057   MT  0.99960031   +0 02 17.1
 AB8765
 AB8765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8765!SPC NJ       -   1.00000317  x   0.99991743  =   0.99992060
 AB8765!UTM  18      -   1.00000317  x   0.99960031  =   0.99960348
 AB8765
 AB8765                          SUPERSEDED SURVEY CONTROL
 AB8765
 AB8765  ELLIP H (05/14/99)  -20.20   (m)                       GP(       ) 4 1
 AB8765  NAD 83(1992)-  40 00 40.84709(N)    074 56 26.77044(W) AD(       ) 1
 AB8765  ELLIP H (12/16/96)  -20.23   (m)                       GP(       ) 2 1
 AB8765
 AB8765.Superseded values are not recommended for survey control.
 AB8765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8765.See file dsdata.txt to determine how the superseded data were derived.
 AB8765
 AB8765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0505529018(NAD 83)
 AB8765_MARKER: DD = SURVEY DISK
 AB8765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8765_STAMPING: BC 17
 AB8765_MARK LOGO: NJ05ED
 AB8765_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8765+STABILITY: SURFACE MOTION
 AB8765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8765+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB8765
 AB8765  HISTORY     - Date     Condition        Report By
 AB8765  HISTORY     - 1995     MONUMENTED       TWT
 AB8765
 AB8765                          STATION DESCRIPTION
 AB8765
 AB8765'DESCRIBED BY TWT CONS ENG 1995 (JTB)
 AB8765'THE STATION IS LOCATED APPROXIMATELY 10 MI (16.1 KM) NORTHWEST OF
 AB8765'MEDFORD, NEW JERSEY IN THE TOWN OF DELRAN, DELRAN TOWNSHIP ON THE
 AB8765'NORTH SIDE OF CONROW ROAD.  THE STATION IS LOCATED ON THE PROPERTY OF
 AB8765'DELRAN HIGH SCHOOL.  BEFORE OCCUPYING THE STATION CONTACT DOCTOR
 AB8765'JOSEPH L.  PICOGNA, BUSINESS ADMINISTRATOR, TELEPHONE NUMBER (609)
 AB8765'461-6800, FAX NUMBER (609) 461-6125.  TO REACH THE STATION FROM THE
 AB8765'INTERSECTION OF HARTFORD ROAD AND BRIDGEBORO ROAD (COUNTY ROAD 613) ,
 AB8765'GO NORTHWEST ON HARTFORD ROAD 0.1 MI (0.2 KM) TO CONROW ROAD, TURN
 AB8765'LEFT (SOUTHWEST) ON CONROW ROAD AND PROCEED 0.2 MI (0.3 KM) TO THE
 AB8765'STATION ON THE RIGHT SET 0.1 FT (3.0 CM) ABOVE THE GROUND.  THE
 AB8765'STATION IS 68.3 FT (20.8 M) NORTHWEST OF THE CENTERLINE OF CONROW
 AB8765'ROAD, 45.5 FT (13.9 M) SOUTHWEST OF THE CENTERLINE OF THE DRIVEWAY TO
 AB8765'DELRAN HIGH SCHOOL, 43.0 FT (13.1 M) NORTH NORTHWEST OF THE NORTHERN
 AB8765'CORNER OF A CONCRETE HEADWALL AND 107.1 FT (32.6 M) WEST SOUTHWEST OF
 AB8765'THE WESTERN CORNER OF ANOTHER CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8746 ***********************************************************************
 AB8746  DESIGNATION -  BC 18
 AB8746  PID         -  AB8746
 AB8746  STATE/COUNTY-  NJ/BURLINGTON
 AB8746  USGS QUAD   -  BRISTOL (1981)
 AB8746
 AB8746                         *CURRENT SURVEY CONTROL
 AB8746  ___________________________________________________________________
 AB8746* NAD 83(1996)-  40 00 54.50288(N)    074 49 29.04522(W)     ADJUSTED  
 AB8746* NAVD 88     -        19.2    (meters)      63.     (feet)  GPS OBS   
 AB8746  ___________________________________________________________________
 AB8746  X           -   1,280,490.949 (meters)                     COMP
 AB8746  Y           -  -4,721,043.867 (meters)                     COMP
 AB8746  Z           -   4,079,264.481 (meters)                     COMP
 AB8746  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 AB8746  ELLIP HEIGHT-         -13.52  (meters)          (10/23/02) GPS OBS
 AB8746  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 AB8746
 AB8746  HORZ ORDER  -  FIRST
 AB8746  ELLP ORDER  -  FOURTH    CLASS I
 AB8746
 AB8746.The horizontal coordinates were established by GPS observations
 AB8746.and adjusted by the National Geodetic Survey in May 1999..
 AB8746
 AB8746.The orthometric height was determined by GPS observations and a
 AB8746.high-resolution geoid model.
 AB8746
 AB8746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8746
 AB8746.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8746
 AB8746.The ellipsoidal height was determined by GPS observations
 AB8746.and is referenced to NAD 83.
 AB8746
 AB8746.The geoid height was determined by GEOID03.
 AB8746
 AB8746;                    North         East     Units Scale Factor Converg.
 AB8746;SPC NJ       -   131,245.785   122,278.516   MT  0.99990946   -0 12 31.7
 AB8746;SPC NJ       -   430,595.55    401,175.43   sFT  0.99990946   -0 12 31.7
 AB8746;UTM  18      - 4,429,452.288   514,957.286   MT  0.99960275   +0 06 45.7
 AB8746
 AB8746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8746!SPC NJ       -   1.00000212  x   0.99990946  =   0.99991158
 AB8746!UTM  18      -   1.00000212  x   0.99960275  =   0.99960487
 AB8746
 AB8746                          SUPERSEDED SURVEY CONTROL
 AB8746
 AB8746  ELLIP H (05/14/99)  -13.53   (m)                       GP(       ) 4 1
 AB8746  NAD 83(1992)-  40 00 54.50232(N)    074 49 29.04527(W) AD(       ) 1
 AB8746  ELLIP H (12/16/96)  -13.55   (m)                       GP(       ) 2 1
 AB8746
 AB8746.Superseded values are not recommended for survey control.
 AB8746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8746.See file dsdata.txt to determine how the superseded data were derived.
 AB8746
 AB8746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1495729452(NAD 83)
 AB8746_MARKER: DD = SURVEY DISK
 AB8746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8746_STAMPING: BC 18
 AB8746_MARK LOGO: NJ05ED
 AB8746_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8746+STABILITY: SURFACE MOTION
 AB8746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8746+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB8746
 AB8746  HISTORY     - Date     Condition        Report By
 AB8746  HISTORY     - 1995     MONUMENTED       TWT
 AB8746  HISTORY     - 20060501 GOOD             GEOCAC
 AB8746
 AB8746                          STATION DESCRIPTION
 AB8746
 AB8746'DESCRIBED BY TWT CONS ENG 1995 (JTB)
 AB8746'THE STATION IS LOCATED APPROXIMATELY 8 MI (12.9 KM) NORTH OF MEDFORD,
 AB8746'NEW JERSEY IN THE TOWN OF WESTAMPTON, WESTAMPTON TOWNSHIP ON THE
 AB8746'NORTHEAST SIDE OF WOODLANE ROAD (COUNTY ROAD 630) .  THE STATION IS
 AB8746'LOCATED ON THE GROUNDS OF THE BURLINGTON COUNTY INSTITUTE OF
 AB8746'TECHNOLOGY.  TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD
 AB8746'630 AND HIGH STREET (COUNTY ROAD 541) , GO NORTHWEST ON COUNTY ROAD
 AB8746'630 1.25 MI (2.01 KM) TO THE STATION ON THE RIGHT, 500.0 FT (152.4 M)
 AB8746'SOUTHEAST OF ITS INTERSECTION WITH IRICKS LANE, AND SET FLUSH WITH THE
 AB8746'GROUND.  THE STATION IS LOCATED 195.0 FT (59.4 M) SOUTHEAST OF AN
 AB8746'ELECTRIC SIGN FOR THE BURLINGTON COUNTY INSTITUTE OF TECHNOLOGY, 52.0
 AB8746'FT (15.8 M) NORTHEAST OF THE NORTHEAST CURBLINE OF COUNTY ROAD 630,
 AB8746'98.2 FT (29.9 M) EAST OF UTILITY POLE NUMBER 60347WH/33 ON THE
 AB8746'NORTHEAST SIDE OF COUNTY ROAD 630, AND 85.0 FT (25.9 M) NORTH
 AB8746'NORTHWEST OF UTILITY POLE NUMBER 32 ON THE NORTHEAST SIDE OF COUNTY
 AB8746'ROAD 630.
 AB8746
 AB8746                          STATION RECOVERY (2006)
 AB8746
 AB8746'RECOVERY NOTE BY GEOCACHING 2006 (APC)
 AB8746'FOUND AS DESCRIBED AND APPROXIMATELY ACROSS ROAD FROM HOUSE NUMBER
 AB8746'686.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8744 ***********************************************************************
 AB8744  DESIGNATION -  BC 19
 AB8744  PID         -  AB8744
 AB8744  STATE/COUNTY-  NJ/BURLINGTON
 AB8744  USGS QUAD   -  BEVERLY (1973)
 AB8744
 AB8744                         *CURRENT SURVEY CONTROL
 AB8744  ___________________________________________________________________
 AB8744* NAD 83(1996)-  40 01 59.41039(N)    074 53 36.81696(W)     ADJUSTED  
 AB8744* NAVD 88     -        11.6    (meters)      38.     (feet)  GPS OBS   
 AB8744  ___________________________________________________________________
 AB8744  X           -   1,274,481.896 (meters)                     COMP
 AB8744  Y           -  -4,721,329.969 (meters)                     COMP
 AB8744  Z           -   4,080,792.576 (meters)                     COMP
 AB8744  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 AB8744  ELLIP HEIGHT-         -21.20  (meters)          (10/23/02) GPS OBS
 AB8744  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 AB8744
 AB8744  HORZ ORDER  -  FIRST
 AB8744  ELLP ORDER  -  FOURTH    CLASS I
 AB8744
 AB8744.The horizontal coordinates were established by GPS observations
 AB8744.and adjusted by the National Geodetic Survey in May 1999..
 AB8744
 AB8744.The orthometric height was determined by GPS observations and a
 AB8744.high-resolution geoid model.
 AB8744
 AB8744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8744
 AB8744.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8744
 AB8744.The ellipsoidal height was determined by GPS observations
 AB8744.and is referenced to NAD 83.
 AB8744
 AB8744.The geoid height was determined by GEOID03.
 AB8744
 AB8744;                    North         East     Units Scale Factor Converg.
 AB8744;SPC NJ       -   133,271.221   116,411.951   MT  0.99991388   -0 15 11.3
 AB8744;SPC NJ       -   437,240.66    381,928.21   sFT  0.99991388   -0 15 11.3
 AB8744;UTM  18      - 4,431,444.151   509,081.267   MT  0.99960102   +0 04 06.5
 AB8744
 AB8744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8744!SPC NJ       -   1.00000333  x   0.99991388  =   0.99991721
 AB8744!UTM  18      -   1.00000333  x   0.99960102  =   0.99960434
 AB8744
 AB8744                          SUPERSEDED SURVEY CONTROL
 AB8744
 AB8744  NAD 83(1992)-  40 01 59.40974(N)    074 53 36.81705(W) AD(       ) 1
 AB8744  ELLIP H (12/16/96)  -21.22   (m)                       GP(       ) 2 1
 AB8744
 AB8744.Superseded values are not recommended for survey control.
 AB8744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8744.See file dsdata.txt to determine how the superseded data were derived.
 AB8744
 AB8744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0908131444(NAD 83)
 AB8744_MARKER: DD = SURVEY DISK
 AB8744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8744_STAMPING: BC 19
 AB8744_MARK LOGO: NJ05ED
 AB8744_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8744+STABILITY: SURFACE MOTION
 AB8744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8744+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB8744
 AB8744  HISTORY     - Date     Condition        Report By
 AB8744  HISTORY     - 1995     MONUMENTED       TWT
 AB8744
 AB8744                          STATION DESCRIPTION
 AB8744
 AB8744'DESCRIBED BY TWT CONS ENG 1995 (JTB)
 AB8744'THE STATION IS LOCATED APPROXIMATELY 10 MI (16.1 KM) NORTH NORTHWEST
 AB8744'OF MEDFORD, NEW JERSEY IN THE TOWN OF WILLINGBORO, WILLINGBORO
 AB8744'TOWNSHIP ON THE GROUNDS OF THE ST.  LUKE LUTHERAN CHURCH.  BEFORE
 AB8744'OCCUPYING THE STATION CONTACT REVEREND PATRICIA S.  MEDLEY AT (609)
 AB8744'877-5067 (CHURCH) OR (609) 877-0120 (PARSONAGE) .  TO REACH THE
 AB8744'STATION FROM THE INTERSECTION OF U.S.  HIGHWAY ROUTE 130 AND
 AB8744'CHARLESTON ROAD, GO SOUTHEAST ON CHARLESTON ROAD 0.85 MI (1.37 KM) TO
 AB8744'THE LEVITT PARKWAY (COUNTY ROAD 630) .  TURN RIGHT (SOUTH) ON COUNTY
 AB8744'ROAD 630 AND GO 0.35 MI (0.56 KM) TO SALEM ROAD. TURN RIGHT
 AB8744'(SOUTHWEST) ON SALEM ROAD AND 0.1 MI (0.2 KM) TO THE DRIVEWAY FOR THE
 AB8744'LUTHERAN CHURCH ON THE LEFT.  TURN LEFT (SOUTH) INTO THE DRIVEWAY AND
 AB8744'PARK IN THE LOT.  THE STATION IS LOCATED IN THE FIELD SOUTH OF THE
 AB8744'CHURCHS SCHOOL BUILDING AND SET FLUSH WITH THE GROUND.  THE STATION IS
 AB8744'193.0 FT (58.8 M) EAST OF THE CENTERLINE OF SALEM ROAD, 257.0 FT (78.3
 AB8744'M) SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD 630, 104.9 FT (32.0 M)
 AB8744'SOUTH SOUTHWEST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING AND
 AB8744'99.3 FT (30.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE PILLAR AT
 AB8744'THE SOUTHWEST CORNER OF THE SCHOOL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8766 ***********************************************************************
 AB8766  DESIGNATION -  BC 20
 AB8766  PID         -  AB8766
 AB8766  STATE/COUNTY-  NJ/BURLINGTON
 AB8766  USGS QUAD   -  BRISTOL (1981)
 AB8766
 AB8766                         *CURRENT SURVEY CONTROL
 AB8766  ___________________________________________________________________
 AB8766* NAD 83(1996)-  40 03 01.24907(N)    074 50 25.98427(W)     ADJUSTED  
 AB8766* NAVD 88     -        23.1    (meters)      76.     (feet)  GPS OBS   
 AB8766  ___________________________________________________________________
 AB8766  X           -   1,278,530.881 (meters)                     COMP
 AB8766  Y           -  -4,718,973.025 (meters)                     COMP
 AB8766  Z           -   4,082,260.206 (meters)                     COMP
 AB8766  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 AB8766  ELLIP HEIGHT-          -9.62  (meters)          (10/23/02) GPS OBS
 AB8766  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 AB8766
 AB8766  HORZ ORDER  -  FIRST
 AB8766  ELLP ORDER  -  FOURTH    CLASS I
 AB8766
 AB8766.The horizontal coordinates were established by GPS observations
 AB8766.and adjusted by the National Geodetic Survey in May 1999..
 AB8766
 AB8766.The orthometric height was determined by GPS observations and a
 AB8766.high-resolution geoid model.
 AB8766
 AB8766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8766
 AB8766.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8766
 AB8766.The ellipsoidal height was determined by GPS observations
 AB8766.and is referenced to NAD 83.
 AB8766
 AB8766.The geoid height was determined by GEOID03.
 AB8766
 AB8766;                    North         East     Units Scale Factor Converg.
 AB8766;SPC NJ       -   135,159.695   120,943.266   MT  0.99991039   -0 13 08.9
 AB8766;SPC NJ       -   443,436.43    396,794.70   sFT  0.99991039   -0 13 08.9
 AB8766;UTM  18      - 4,433,357.441   513,600.505   MT  0.99960228   +0 06 09.4
 AB8766
 AB8766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8766!SPC NJ       -   1.00000151  x   0.99991039  =   0.99991190
 AB8766!UTM  18      -   1.00000151  x   0.99960228  =   0.99960379
 AB8766
 AB8766                          SUPERSEDED SURVEY CONTROL
 AB8766
 AB8766  ELLIP H (05/14/99)   -9.63   (m)                       GP(       ) 4 1
 AB8766  NAD 83(1992)-  40 03 01.24845(N)    074 50 25.98433(W) AD(       ) 1
 AB8766  ELLIP H (12/16/96)   -9.66   (m)                       GP(       ) 2 1
 AB8766
 AB8766.Superseded values are not recommended for survey control.
 AB8766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8766.See file dsdata.txt to determine how the superseded data were derived.
 AB8766
 AB8766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1360133357(NAD 83)
 AB8766_MARKER: DD = SURVEY DISK
 AB8766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8766_STAMPING: BC 20
 AB8766_MARK LOGO: NJ05ED
 AB8766_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8766+STABILITY: SURFACE MOTION
 AB8766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8766+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 AB8766
 AB8766  HISTORY     - Date     Condition        Report By
 AB8766  HISTORY     - 1995     MONUMENTED       TWT
 AB8766  HISTORY     - 20050509 GOOD             GEOCAC
 AB8766
 AB8766                          STATION DESCRIPTION
 AB8766
 AB8766'DESCRIBED BY TWT CONS ENG 1995 (JTB)
 AB8766'THE STATION IS LOCATED APPROXIMATELY 10 MI (16.1 KM) NORTH OF MEDFORD,
 AB8766'NEW JERSEY IN THE TOWN OF BURLINGTON, BURLINGTON TOWNSHIP ON THE
 AB8766'SOUTHWEST CORNER OF THE INTERSECTION OF BURLINGTON-MOUNT HOLLY ROAD
 AB8766'(COUNTY ROAD 541) AND SUNSET ROAD (COUNTY ROAD 634) .  TO REACH THE
 AB8766'STATION FROM THE INTERSECTION OF U.S.  HIGHWAY ROUTE 130 AND HIGH
 AB8766'STREET GO SOUTHEAST ON HIGH STREET 0.8 MI (1.3 KM) TO COUNTY ROAD 541,
 AB8766'GO LEFT (SOUTHEAST) ON COUNTY ROAD 541 AND CONTINUE FOR 0.7 MI (1.1
 AB8766'KM) TO COUNTY ROAD 634 AND THE STATION ON THE RIGHT SET FLUSH WITH THE
 AB8766'GROUND.  THE STATION IS 23.5 FT (7.2 M) SOUTHWEST OF THE CURB
 AB8766'CONNECTING COUNTY ROAD 634 AND COUNTY ROAD 541, 20.4 FT (6.2 M) SOUTH
 AB8766'OF A FIBER OPTIC CABLE MARKER POST NUMBERED 000649, 42.6 FT (13.0 M)
 AB8766'SOUTHEAST OF THE NORTHEAST CORNER OF THE FIRST FIDELITY BANK PARKING
 AB8766'LOT AND 71.1 FT (21.7 M) WEST NORTHWEST OF A GUY WIRE POLE NUMBERED BT
 AB8766'129 BT.
 AB8766
 AB8766                          STATION RECOVERY (2005)
 AB8766
 AB8766'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 AB8766'FOUND AS DESCRIBED. NOTE THAT MARKER POST 000649 IS A TALL CONCRETE
 AB8766'MONUMENT, NOT THE USUAL PLASTIC OR FIBERGLASS MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8747 ***********************************************************************
 AB8747  DESIGNATION -  BC 21
 AB8747  PID         -  AB8747
 AB8747  STATE/COUNTY-  NJ/BURLINGTON
 AB8747  USGS QUAD   -  BRISTOL (1981)
 AB8747
 AB8747                         *CURRENT SURVEY CONTROL
 AB8747  ___________________________________________________________________
 AB8747* NAD 83(1996)-  40 03 01.45246(N)    074 45 49.08579(W)     ADJUSTED  
 AB8747* NAVD 88     -        21.5    (meters)      71.     (feet)  GPS OBS   
 AB8747  ___________________________________________________________________
 AB8747  X           -   1,284,863.309 (meters)                     COMP
 AB8747  Y           -  -4,717,247.410 (meters)                     COMP
 AB8747  Z           -   4,082,264.037 (meters)                     COMP
 AB8747  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 AB8747  ELLIP HEIGHT-         -11.13  (meters)          (10/23/02) GPS OBS
 AB8747  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 AB8747
 AB8747  HORZ ORDER  -  FIRST
 AB8747  ELLP ORDER  -  FOURTH    CLASS I
 AB8747
 AB8747.The horizontal coordinates were established by GPS observations
 AB8747.and adjusted by the National Geodetic Survey in May 1999..
 AB8747
 AB8747.The orthometric height was determined by GPS observations and a
 AB8747.high-resolution geoid model.
 AB8747
 AB8747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8747
 AB8747.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8747
 AB8747.The ellipsoidal height was determined by GPS observations
 AB8747.and is referenced to NAD 83.
 AB8747
 AB8747.The geoid height was determined by GEOID03.
 AB8747
 AB8747;                    North         East     Units Scale Factor Converg.
 AB8747;SPC NJ       -   135,143.702   127,505.993   MT  0.99990623   -0 10 10.7
 AB8747;SPC NJ       -   443,383.96    418,325.91   sFT  0.99990623   -0 10 10.7
 AB8747;UTM  18      - 4,433,378.293   520,161.218   MT  0.99960500   +0 09 07.5
 AB8747
 AB8747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8747!SPC NJ       -   1.00000175  x   0.99990623  =   0.99990798
 AB8747!UTM  18      -   1.00000175  x   0.99960500  =   0.99960675
 AB8747
 AB8747                          SUPERSEDED SURVEY CONTROL
 AB8747
 AB8747  ELLIP H (05/14/99)  -11.14   (m)                       GP(       ) 4 1
 AB8747  NAD 83(1992)-  40 03 01.45179(N)    074 45 49.08580(W) AD(       ) 1
 AB8747  ELLIP H (12/16/96)  -11.17   (m)                       GP(       ) 2 1
 AB8747
 AB8747.Superseded values are not recommended for survey control.
 AB8747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8747.See file dsdata.txt to determine how the superseded data were derived.
 AB8747
 AB8747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2016133378(NAD 83)
 AB8747_MARKER: DD = SURVEY DISK
 AB8747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8747_STAMPING: BC 21
 AB8747_MARK LOGO: NJ05ED
 AB8747_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8747+STABILITY: SURFACE MOTION
 AB8747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8747+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB8747
 AB8747  HISTORY     - Date     Condition        Report By
 AB8747  HISTORY     - 1995     MONUMENTED       TWT
 AB8747
 AB8747                          STATION DESCRIPTION
 AB8747
 AB8747'DESCRIBED BY TWT CONS ENG 1995 (JTB)
 AB8747'THE STATION IS LOCATED APPROXIMATELY 11 MI (17.7 KM) NORTH NORTHEAST
 AB8747'OF MEDFORD, NEW JERSEY IN THE TOWN OF JACKSONVILLE, SPRINGFIELD
 AB8747'TOWNSHIP AT THE SOUTHEAST CORNER OF THE INTERSECTION OF COUNTY ROAD
 AB8747'628 (JACKONSVILLE-MT.  HOLLY ROAD AND HEDDING-JACKSONVILLE ROAD) AND
 AB8747'COUNTY ROAD 670 (BURLINGTON-JACKSONVILLE ROAD AND
 AB8747'JACKSONVILLE-JOBSTOWN ROAD) .  TO REACH THE STATION FROM THE
 AB8747'INTERSECTION OF U.S.  HIGHWAY ROUTE 206 AND COUNTY ROAD 670, GO
 AB8747'NORTHWEST ON COUNTY ROAD 670 FOR 2.0 MI (3.2 KM) TO THE INTERSECTION
 AB8747'WITH COUNTY ROAD 628 AND THE STATION ON THE LEFT SET FLUSH WITH THE
 AB8747'GROUND.  THE STATION IS 9.8 FT (3.0 M) SOUTH OF THE CURBLINE, 21.2 FT
 AB8747'(6.5 M) EAST NORTHEAST OF A TRAFFIC SIGNAL POLE, 39.6 FT (12.1 M)
 AB8747'NORTHWEST OF UTILITY POLE NUMBER 61932ST, 62.3 FT (19.0 M) NORTH
 AB8747'NORTHWEST OF THE NORTHWEST CORNER OF A PUBLIC TELEPHONE PEDESTAL AND
 AB8747'35.7 FT (10.9 M) NORTH NORTHEAST OF A METAL SIGN POST FOR PATS MINI
 AB8747'MARKET, JACKSONVILLE DRY CLEANERS AND PATS PAINT-HARDWARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8748 ***********************************************************************
 AB8748  DESIGNATION -  BC 22
 AB8748  PID         -  AB8748
 AB8748  STATE/COUNTY-  NJ/BURLINGTON
 AB8748  USGS QUAD   -  NEW EGYPT (1977)
 AB8748
 AB8748                         *CURRENT SURVEY CONTROL
 AB8748  ___________________________________________________________________
 AB8748* NAD 83(1996)-  40 04 41.48773(N)    074 35 31.07527(W)     ADJUSTED  
 AB8748* NAVD 88     -        47.3    (meters)     155.     (feet)  GPS OBS   
 AB8748  ___________________________________________________________________
 AB8748  X           -   1,298,468.966 (meters)                     COMP
 AB8748  Y           -  -4,711,481.124 (meters)                     COMP
 AB8748  Z           -   4,084,642.067 (meters)                     COMP
 AB8748  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 AB8748  ELLIP HEIGHT-          14.80  (meters)          (10/23/02) GPS OBS
 AB8748  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 AB8748
 AB8748  HORZ ORDER  -  FIRST
 AB8748  ELLP ORDER  -  FOURTH    CLASS I
 AB8748
 AB8748.The horizontal coordinates were established by GPS observations
 AB8748.and adjusted by the National Geodetic Survey in May 1999..
 AB8748
 AB8748.The orthometric height was determined by GPS observations and a
 AB8748.high-resolution geoid model.
 AB8748
 AB8748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8748
 AB8748.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8748
 AB8748.The ellipsoidal height was determined by GPS observations
 AB8748.and is referenced to NAD 83.
 AB8748
 AB8748.The geoid height was determined by GEOID03.
 AB8748
 AB8748;                    North         East     Units Scale Factor Converg.
 AB8748;SPC NJ       -   138,199.564   142,156.472   MT  0.99990076   -0 03 33.2
 AB8748;SPC NJ       -   453,409.74    466,391.69   sFT  0.99990076   -0 03 33.2
 AB8748;UTM  18      - 4,436,515.476   534,790.006   MT  0.99961490   +0 15 45.8
 AB8748
 AB8748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8748!SPC NJ       -   0.99999768  x   0.99990076  =   0.99989844
 AB8748!UTM  18      -   0.99999768  x   0.99961490  =   0.99961258
 AB8748
 AB8748                          SUPERSEDED SURVEY CONTROL
 AB8748
 AB8748  ELLIP H (05/14/99)   14.78   (m)                       GP(       ) 4 1
 AB8748  NAD 83(1992)-  40 04 41.48708(N)    074 35 31.07521(W) AD(       ) 1
 AB8748  ELLIP H (12/16/96)   14.75   (m)                       GP(       ) 2 1
 AB8748
 AB8748.Superseded values are not recommended for survey control.
 AB8748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8748.See file dsdata.txt to determine how the superseded data were derived.
 AB8748
 AB8748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3479036515(NAD 83)
 AB8748_MARKER: DD = SURVEY DISK
 AB8748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8748_STAMPING: BC 22
 AB8748_MARK LOGO: NJ05ED
 AB8748_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8748+STABILITY: SURFACE MOTION
 AB8748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8748+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB8748
 AB8748  HISTORY     - Date     Condition        Report By
 AB8748  HISTORY     - 1995     MONUMENTED       TWT
 AB8748
 AB8748                          STATION DESCRIPTION
 AB8748
 AB8748'DESCRIBED BY TWT CONS ENG 1995 (JTB)
 AB8748'THE STATION IS LOCATED APPROXIMATELY 8 MI (12.9 KM) SOUTHEAST OF
 AB8748'BORDENTOWN, NEW JERSEY IN THE TOWN OF JACOBSTOWN, NORTH HANOVER
 AB8748'TOWNSHIP ON THE WEST SIDE OF JACOBSTOWN-CHESTERFIELD ROAD (COUNTY ROAD
 AB8748'528) .  THE STATION IS ON THE GROUNDS OF THE JACOBSTOWN FIRE COMPANY
 AB8748'NUMBER 461.  BEFORE OCCUPYING THE STATION CONTACT ELAINE B. HINKLE,
 AB8748'TOWNSHIP CLERK, PHONE (609) 758-2522, FAX (609) 758-3016.  TO REACH
 AB8748'THE STATION FROM THE INTERSECTION OF COUNTY ROAD 528 AND COUNTY ROAD
 AB8748'537, GO WEST ON COUNTY ROAD 528 FOR 1.45 MI (2.33 KM) TO THE
 AB8748'JACOBSTOWN FIRE COMPANY NUMBER 461 AND THE STATION ON THE LEFT SET
 AB8748'FLUSH WITH THE GROUND.  THE STATION IS LOCATED 0.1 MI (0.2 KM)
 AB8748'SOUTHWEST OF COUNTY ROAD 528, 104.0 FT (31.7 M) NORTHWEST OF THE TOP
 AB8748'OF SLOPE OF A DITCH RUNNING ALONG THE SOUTHEAST PROPERTY LINE OF THE
 AB8748'FIRE COMPANY LOT, 34.0 FT (10.4 M) NORTHWEST OF THE NORTHWEST LINE OF
 AB8748'THE FIRE COMPANY BUILDING EXTENDED AND 361.0 FT (110.0 M) WEST
 AB8748'SOUTHWEST OF THE JACOBSTOWN FIRE COMPANY BUILDING CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8749 ***********************************************************************
 AB8749  DESIGNATION -  BC 23
 AB8749  PID         -  AB8749
 AB8749  STATE/COUNTY-  NJ/BURLINGTON
 AB8749  USGS QUAD   -  COLUMBUS (1981)
 AB8749
 AB8749                         *CURRENT SURVEY CONTROL
 AB8749  ___________________________________________________________________
 AB8749* NAD 83(1996)-  40 05 46.85759(N)    074 42 44.92017(W)     ADJUSTED  
 AB8749* NAVD 88     -        31.3    (meters)     103.     (feet)  GPS OBS   
 AB8749  ___________________________________________________________________
 AB8749  X           -   1,288,210.674 (meters)                     COMP
 AB8749  Y           -  -4,712,937.500 (meters)                     COMP
 AB8749  Z           -   4,086,174.228 (meters)                     COMP
 AB8749  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 AB8749  ELLIP HEIGHT-          -1.33  (meters)          (10/23/02) GPS OBS
 AB8749  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 AB8749
 AB8749  HORZ ORDER  -  FIRST
 AB8749  ELLP ORDER  -  FOURTH    CLASS I
 AB8749
 AB8749.The horizontal coordinates were established by GPS observations
 AB8749.and adjusted by the National Geodetic Survey in May 1999..
 AB8749
 AB8749.The orthometric height was determined by GPS observations and a
 AB8749.high-resolution geoid model.
 AB8749
 AB8749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8749
 AB8749.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8749
 AB8749.The ellipsoidal height was determined by GPS observations
 AB8749.and is referenced to NAD 83.
 AB8749
 AB8749.The geoid height was determined by GEOID03.
 AB8749
 AB8749;                    North         East     Units Scale Factor Converg.
 AB8749;SPC NJ       -   140,233.176   131,883.031   MT  0.99990404   -0 08 12.7
 AB8749;SPC NJ       -   460,081.68    432,686.24   sFT  0.99990404   -0 08 12.7
 AB8749;UTM  18      - 4,438,490.748   524,508.295   MT  0.99960739   +0 11 06.7
 AB8749
 AB8749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8749!SPC NJ       -   1.00000021  x   0.99990404  =   0.99990425
 AB8749!UTM  18      -   1.00000021  x   0.99960739  =   0.99960760
 AB8749
 AB8749                          SUPERSEDED SURVEY CONTROL
 AB8749
 AB8749  ELLIP H (05/14/99)   -1.34   (m)                       GP(       ) 4 1
 AB8749  NAD 83(1992)-  40 05 46.85685(N)    074 42 44.92013(W) AD(       ) 1
 AB8749  ELLIP H (12/16/96)   -1.37   (m)                       GP(       ) 2 1
 AB8749
 AB8749.Superseded values are not recommended for survey control.
 AB8749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8749.See file dsdata.txt to determine how the superseded data were derived.
 AB8749
 AB8749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2450838491(NAD 83)
 AB8749_MARKER: DD = SURVEY DISK
 AB8749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8749_STAMPING: BC 23
 AB8749_MARK LOGO: NJ05ED
 AB8749_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8749+STABILITY: SURFACE MOTION
 AB8749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8749+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB8749
 AB8749  HISTORY     - Date     Condition        Report By
 AB8749  HISTORY     - 1995     MONUMENTED       TWT
 AB8749
 AB8749                          STATION DESCRIPTION
 AB8749
 AB8749'DESCRIBED BY TWT CONS ENG 1995 (JTB)
 AB8749'THE STATION IS LOCATED APPROXIMATELY 7 MI (11.3 KM) NORTHEAST OF MOUNT
 AB8749'HOLLY, NEW JERSEY IN THE TOWN OF MANSFIELD, MANSFIELD TOWNSHIP ON THE
 AB8749'WEST SIDE OF U.S.  HIGHWAY ROUTE 206 APPROXIMATELY 0.4 MI (0.6 KM)
 AB8749'NORTH OF ITS INTERSECTION WITH COUNTY ROAD 543.  TO REACH THE STATION
 AB8749'FROM THE INTERSECTION OF U.S.  HIGHWAY ROUTE 206 AND STATE HIGHWAY
 AB8749'ROUTE 68, GO SOUTH ON U.S.  HIGHWAY ROUTE 206 1.35 MI (2.17 KM) TO THE
 AB8749'STATION ON THE RIGHT SET 0.1 FT (3.0 CM) ABOVE THE GROUND.  THE
 AB8749'STATION IS 40.2 FT (12.3 M) WEST OF THE CENTERLINE OF U.S. HIGHWAY
 AB8749'ROUTE 206, 37.9 FT (11.6 M) NORTH NORTHWEST OF THE NORTHWEST CORNER OF
 AB8749'THE CURB PIECE OF A B INLET ON THE WEST SIDE OF U.S. HIGHWAY ROUTE
 AB8749'206, 42.4 FT (12.9 M) SOUTH SOUTHWEST OF A NO STOPPING OR STANDING
 AB8749'SIGN AND 85.6 FT (26.1 M) EAST NORTHEAST OF UTILITY POLE NUMBER
 AB8749'61649MA ON THE EAST SIDE OF U.S.  HIGHWAY ROUTE 206.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8767 ***********************************************************************
 AB8767  DESIGNATION -  BC 24
 AB8767  PID         -  AB8767
 AB8767  STATE/COUNTY-  NJ/BURLINGTON
 AB8767  USGS QUAD   -  COLUMBUS (1981)
 AB8767
 AB8767                         *CURRENT SURVEY CONTROL
 AB8767  ___________________________________________________________________
 AB8767* NAD 83(1996)-  40 06 57.36238(N)    074 38 33.53567(W)     ADJUSTED  
 AB8767* NAVD 88     -        26.3    (meters)      86.     (feet)  GPS OBS   
 AB8767  ___________________________________________________________________
 AB8767  X           -   1,293,581.573 (meters)                     COMP
 AB8767  Y           -  -4,710,009.456 (meters)                     COMP
 AB8767  Z           -   4,087,834.285 (meters)                     COMP
 AB8767  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 AB8767  ELLIP HEIGHT-          -6.30  (meters)          (10/23/02) GPS OBS
 AB8767  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 AB8767
 AB8767  HORZ ORDER  -  FIRST
 AB8767  ELLP ORDER  -  FOURTH    CLASS I
 AB8767
 AB8767.The horizontal coordinates were established by GPS observations
 AB8767.and adjusted by the National Geodetic Survey in May 1999..
 AB8767
 AB8767.The orthometric height was determined by GPS observations and a
 AB8767.high-resolution geoid model.
 AB8767
 AB8767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8767
 AB8767.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8767
 AB8767.The ellipsoidal height was determined by GPS observations
 AB8767.and is referenced to NAD 83.
 AB8767
 AB8767.The geoid height was determined by GEOID03.
 AB8767
 AB8767;                    North         East     Units Scale Factor Converg.
 AB8767;SPC NJ       -   142,395.692   137,840.509   MT  0.99990182   -0 05 30.9
 AB8767;SPC NJ       -   467,176.53    452,231.74   sFT  0.99990182   -0 05 30.9
 AB8767;UTM  18      - 4,440,686.076   530,451.776   MT  0.99961142   +0 13 48.9
 AB8767
 AB8767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8767!SPC NJ       -   1.00000099  x   0.99990182  =   0.99990281
 AB8767!UTM  18      -   1.00000099  x   0.99961142  =   0.99961241
 AB8767
 AB8767                          SUPERSEDED SURVEY CONTROL
 AB8767
 AB8767  ELLIP H (05/14/99)   -6.31   (m)                       GP(       ) 4 1
 AB8767  NAD 83(1992)-  40 06 57.36166(N)    074 38 33.53564(W) AD(       ) 1
 AB8767  ELLIP H (12/16/96)   -6.34   (m)                       GP(       ) 2 1
 AB8767
 AB8767.Superseded values are not recommended for survey control.
 AB8767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8767.See file dsdata.txt to determine how the superseded data were derived.
 AB8767
 AB8767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3045240686(NAD 83)
 AB8767_MARKER: DD = SURVEY DISK
 AB8767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8767_STAMPING: BC 24
 AB8767_MARK LOGO: NJ05ED
 AB8767_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8767+STABILITY: SURFACE MOTION
 AB8767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8767+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB8767
 AB8767  HISTORY     - Date     Condition        Report By
 AB8767  HISTORY     - 1995     MONUMENTED       TWT
 AB8767
 AB8767                          STATION DESCRIPTION
 AB8767
 AB8767'DESCRIBED BY TWT CONS ENG 1995 (JTB)
 AB8767'THE STATION IS LOCATED APPROXIMATELY 4 MI (6.4 KM) SOUTHEAST OF
 AB8767'BORDENTOWN, NEW JERSEY IN THE TOWN OF CHESTERFIELD, CHESTERFIELD
 AB8767'TOWNSHIP ON THE SOUTHWEST SIDE OF BORDENTOWN-CHESTERFIELD ROAD (COUNTY
 AB8767'ROAD 528) .  THE STATION IS ON THE GROUNDS OF THE TOWNSHIP RECREATION
 AB8767'AREA.  BEFORE OCCUPYING THE STATION CONTACT MARILYN H. DURASKI,
 AB8767'TOWNSHIP CLERK, PHONE NUMBER (609) 298-2311, FAX NUMBER (609)
 AB8767'298-0649.  TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD
 AB8767'528 AND U.S.  HIGHWAY ROUTE 206, GO EAST ON COUNTY ROAD 528 3.8 MI
 AB8767'(6.1 KM) TO THE CHESTERFIELD HOSE COMPANY ON THE RIGHT.  THE STATION
 AB8767'IS LOCATED IN THE RECREATION AREA BEHIND THE FIRE HOUSE AND IS SET 0.1
 AB8767'FT (3.0 CM) ABOVE THE GROUND.  THE STATION IS 65.6 FT (20.0 M) SOUTH
 AB8767'OF THE LEFT FIELD FOUL POLE OF A BASEBALL FIELD, 119.7 FT (36.5 M)
 AB8767'SOUTH SOUTHWEST OF A 12 INCH DIAMETER TREE NEAR THE SOUTHERN CORNER OF
 AB8767'THE FIRE HOUSE PARKING LOT, 175.6 FT (53.5 M) WEST NORTHWEST OF THE
 AB8767'NORTHWEST ANGLE POINT IN THE FENCE AROUND TWO TENNIS COURTS AND 223.0
 AB8767'FT (68.0 M) SOUTH SOUTHEAST OF THE SOUTHEAST END OF THE 6 FT (1.8 M)
 AB8767'CHAIN LINK FENCE ALONG THE THIRD BASE LINE OF THE BASEBALL FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4928 ***********************************************************************
 KV4928  DESIGNATION -  BC BLOOMFIELD USCA 1940
 KV4928  PID         -  KV4928
 KV4928  STATE/COUNTY-  NJ/MONMOUTH
 KV4928  USGS QUAD   -  SANDY HOOK (1981)
 KV4928
 KV4928                         *CURRENT SURVEY CONTROL
 KV4928  ___________________________________________________________________
 KV4928* NAD 83(1996)-  40 28 11.63755(N)    074 00 11.08206(W)     ADJUSTED  
 KV4928* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4928  ___________________________________________________________________
 KV4928  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 KV4928  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV4928
 KV4928  HORZ ORDER  -  SECOND
 KV4928
 KV4928.The horizontal coordinates were established by classical geodetic methods
 KV4928.and adjusted by the National Geodetic Survey in September 1999..
 KV4928
 KV4928.The orthometric height was scaled from a topographic map.
 KV4928
 KV4928.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4928
 KV4928.The geoid height was determined by GEOID03.
 KV4928
 KV4928;                    North         East     Units Scale Factor Converg.
 KV4928;SPC NJ       -   181,805.013   192,137.628   MT  0.99992185   +0 19 21.1
 KV4928;SPC NJ       -   596,471.95    630,371.53   sFT  0.99992185   +0 19 21.1
 KV4928;UTM  18      - 4,480,390.797   584,511.441   MT  0.99968791   +0 38 49.5
 KV4928
 KV4928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4928!SPC NJ       -   1.00000498  x   0.99992185  =   0.99992683
 KV4928!UTM  18      -   1.00000498  x   0.99968791  =   0.99969289
 KV4928
 KV4928                          SUPERSEDED SURVEY CONTROL
 KV4928
 KV4928  NAD 83(1996)-  40 28 11.63746(N)    074 00 11.08206(W) AD(       ) 2
 KV4928  NAD 83(1986)-  40 28 11.63666(N)    074 00 11.08084(W) AD(       ) 2
 KV4928  NAD 27      -  40 28 11.25000(N)    074 00 12.58000(W) AD(       ) 2
 KV4928
 KV4928.Superseded values are not recommended for survey control.
 KV4928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4928.See file dsdata.txt to determine how the superseded data were derived.
 KV4928
 KV4928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8451180391(NAD 83)
 KV4928_MARKER: DD = SURVEY DISK
 KV4928_SETTING: 0 = UNSPECIFIED SETTING
 KV4928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4928
 KV4928  HISTORY     - Date     Condition        Report By
 KV4928  HISTORY     - 1940     MONUMENTED       LOCENG
 KV4928  HISTORY     - 1973     GOOD             NGS
 KV4928  HISTORY     - 19950830 MARK NOT FOUND   USPSQD
 KV4928  HISTORY     - 19960619 POOR             USPSQD
 KV4928  HISTORY     - 19970905 MARK NOT FOUND   USPSQD
 KV4928
 KV4928                          STATION DESCRIPTION
 KV4928
 KV4928'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (CIA)
 KV4928'A STATION LOCATED BY OFFSET FROM THE ALEXANDER-RICHARDSON
 KV4928'TRAVERSE AND CHECKED BY TRIANGULATION OBSERVATIONS FROM THE
 KV4928'ABOVE STATIONS.
 KV4928'
 KV4928'MARK IS A U.S.C.A. DISK, SET IN CEMENT IN THE CONCRETE ROOF
 KV4928'OF BC BLOOMFIELD AND PLUMBED OVER THE CENTER OF THE THREADED
 KV4928'BASE ON WHICH THE INSTRUMENT SCREWS.
 KV4928
 KV4928                          STATION RECOVERY (1973)
 KV4928
 KV4928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (NAP)
 KV4928'RECOVERED IN GOOD CONDITION.
 KV4928'
 KV4928'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV4928'4 N.M. NORTH OF HIGHLANDS, N.J.
 KV4928
 KV4928                          STATION RECOVERY (1995)
 KV4928
 KV4928'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4928'MARK NOT FOUND.
 KV4928
 KV4928                          STATION RECOVERY (1996)
 KV4928
 KV4928'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV4928'MARK RECOVERED IN POOR CONDITION.
 KV4928
 KV4928                          STATION RECOVERY (1997)
 KV4928
 KV4928'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV4928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4934 ***********************************************************************
 KV4934  DESIGNATION -  BC GRANGER 1940
 KV4934  PID         -  KV4934
 KV4934  STATE/COUNTY-  NJ/MONMOUTH
 KV4934  USGS QUAD   -  SANDY HOOK (1981)
 KV4934
 KV4934                         *CURRENT SURVEY CONTROL
 KV4934  ___________________________________________________________________
 KV4934* NAD 83(1996)-  40 27 51.73550(N)    074 00 02.25647(W)     ADJUSTED  
 KV4934* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4934  ___________________________________________________________________
 KV4934  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 KV4934  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV4934
 KV4934  HORZ ORDER  -  SECOND
 KV4934
 KV4934.The horizontal coordinates were established by classical geodetic methods
 KV4934.and adjusted by the National Geodetic Survey in September 1999..
 KV4934
 KV4934.The orthometric height was scaled from a topographic map.
 KV4934
 KV4934.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4934
 KV4934.The geoid height was determined by GEOID03.
 KV4934
 KV4934;                    North         East     Units Scale Factor Converg.
 KV4934;SPC NJ       -   181,192.356   192,348.987   MT  0.99992207   +0 19 26.7
 KV4934;SPC NJ       -   594,461.92    631,064.97   sFT  0.99992207   +0 19 26.7
 KV4934;UTM  18      - 4,479,779.490   584,726.216   MT  0.99968836   +0 38 55.0
 KV4934
 KV4934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4934!SPC NJ       -   1.00000467  x   0.99992207  =   0.99992674
 KV4934!UTM  18      -   1.00000467  x   0.99968836  =   0.99969303
 KV4934
 KV4934|---------------------------------------------------------------------|
 KV4934| PID    Reference Object                     Distance      Geod. Az  |
 KV4934|                                                           dddmmss.s |
 KV4934| KV4996 BTRY GRANGER GUN NO 2                22.929 METERS 00642     |
 KV4934| KU2821 SAND 1940                           450.576 METERS 0440824.6 |
 KV4934| KV4995 BTRY GRANGER GUN NO 1                21.438 METERS 12355     |
 KV4934| KV4913 MASON 1940                          326.485 METERS 18030     |
 KV4934| KV5007 G 2 DPF                             323.030 METERS 19254     |
 KV4934| KV4936 G 2 TOWER FINIAL                    323.652 METERS 19304     |
 KV4934| KV4987 SANDY HOOK LH LIGHT 1835            317.730 METERS 20201     |
 KV4934| KV4984 SANDY HOOK LIGHTHOUSE FINIAL        317.713 METERS 20201     |
 KV4934| KV4932 C 1 TOWER CENTER 1940               237.812 METERS 32358     |
 KV4934| KV4955 PUSEY 1940                          300.257 METERS 34113     |
 KV4934|---------------------------------------------------------------------|
 KV4934
 KV4934                          SUPERSEDED SURVEY CONTROL
 KV4934
 KV4934  NAD 83(1996)-  40 27 51.73545(N)    074 00 02.25640(W) AD(       ) 2
 KV4934  NAD 83(1986)-  40 27 51.73440(N)    074 00 02.25541(W) AD(       ) 2
 KV4934  NAD 27      -  40 27 51.34600(N)    074 00 03.75600(W) AD(       ) 2
 KV4934
 KV4934.Superseded values are not recommended for survey control.
 KV4934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4934.See file dsdata.txt to determine how the superseded data were derived.
 KV4934
 KV4934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8472679779(NAD 83)
 KV4934_MARKER: DS = TRIANGULATION STATION DISK
 KV4934_SETTING: 0 = UNSPECIFIED SETTING
 KV4934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4934
 KV4934  HISTORY     - Date     Condition        Report By
 KV4934  HISTORY     - 1940     MONUMENTED       CGS
 KV4934  HISTORY     - 1962     GOOD             CGS
 KV4934  HISTORY     - 19960621 GOOD             USPSQD
 KV4934  HISTORY     - 19971002 GOOD             USPSQD
 KV4934
 KV4934                          STATION DESCRIPTION
 KV4934
 KV4934'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KV4934'THE STATION IS A STANDARD DISK, SET IN A DRILL HOLE IN THE
 KV4934'CONCRETE ROOF DIRECTLY OVER THE INSTRUMENT STAND AT
 KV4934'BC GRANGER.  THE DISK IS STAMPED BC GRANGER 1940.
 KV4934
 KV4934                          STATION RECOVERY (1962)
 KV4934
 KV4934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV4934'RECOVERED IN GOOD CONDITION.
 KV4934
 KV4934                          STATION RECOVERY (1996)
 KV4934
 KV4934'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV4934'RECOVERED IN GOOD CONDITION.
 KV4934
 KV4934                          STATION RECOVERY (1997)
 KV4934
 KV4934'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV4934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4926 ***********************************************************************
 KV4926  DESIGNATION -  BC HALLECK 1940
 KV4926  PID         -  KV4926
 KV4926  STATE/COUNTY-  NJ/MONMOUTH
 KV4926  USGS QUAD   -  SANDY HOOK (1981)
 KV4926
 KV4926                         *CURRENT SURVEY CONTROL
 KV4926  ___________________________________________________________________
 KV4926* NAD 83(1996)-  40 28 13.67336(N)    074 00 13.28798(W)     ADJUSTED  
 KV4926* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4926  ___________________________________________________________________
 KV4926  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 KV4926  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV4926
 KV4926  HORZ ORDER  -  SECOND
 KV4926
 KV4926.The horizontal coordinates were established by classical geodetic methods
 KV4926.and adjusted by the National Geodetic Survey in September 1999..
 KV4926
 KV4926.The orthometric height was scaled from a topographic map.
 KV4926
 KV4926.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4926
 KV4926.The geoid height was determined by GEOID03.
 KV4926
 KV4926;                    North         East     Units Scale Factor Converg.
 KV4926;SPC NJ       -   181,867.511   192,085.315   MT  0.99992179   +0 19 19.7
 KV4926;SPC NJ       -   596,676.99    630,199.90   sFT  0.99992179   +0 19 19.7
 KV4926;UTM  18      - 4,480,452.982   584,458.787   MT  0.99968780   +0 38 48.1
 KV4926
 KV4926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4926!SPC NJ       -   1.00000498  x   0.99992179  =   0.99992677
 KV4926!UTM  18      -   1.00000498  x   0.99968780  =   0.99969278
 KV4926
 KV4926                          SUPERSEDED SURVEY CONTROL
 KV4926
 KV4926  NAD 83(1996)-  40 28 13.67324(N)    074 00 13.28796(W) AD(       ) 2
 KV4926  NAD 83(1986)-  40 28 13.67256(N)    074 00 13.28686(W) AD(       ) 2
 KV4926  NAD 27      -  40 28 13.28500(N)    074 00 14.78600(W) AD(       ) 2
 KV4926
 KV4926.Superseded values are not recommended for survey control.
 KV4926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4926.See file dsdata.txt to determine how the superseded data were derived.
 KV4926
 KV4926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8445980453(NAD 83)
 KV4926_MARKER: DS = TRIANGULATION STATION DISK
 KV4926_SETTING: 0 = UNSPECIFIED SETTING
 KV4926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4926
 KV4926  HISTORY     - Date     Condition        Report By
 KV4926  HISTORY     - 1940     MONUMENTED       CGS
 KV4926  HISTORY     - 1973     GOOD             NGS
 KV4926  HISTORY     - 19950830 MARK NOT FOUND   USPSQD
 KV4926  HISTORY     - 19960618 POOR             USPSQD
 KV4926  HISTORY     - 19970905 MARK NOT FOUND   USPSQD
 KV4926
 KV4926                          STATION DESCRIPTION
 KV4926
 KV4926'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KV4926'A STATION LOCATED BY OFFSET FROM THE ALEXANDER-RICHARDSON
 KV4926'TRAVERSE AND CHECKED BY DIRECTIONS OBSERVED FROM THE ABOVE
 KV4926'STATIONS.  LOCATED ON THE TOP OF BC HALLECK AND PLUMBED OVER
 KV4926'THE CENTER OF THE INSTRUMENT STAND INSIDE THE BUILDING.
 KV4926'
 KV4926'MARKED BY A U.S.C. AND G.S. STANDARD DISK, SET IN THE CONCRETE
 KV4926'ROOF.
 KV4926
 KV4926                          STATION RECOVERY (1973)
 KV4926
 KV4926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (NAP)
 KV4926'RECOVERED IN GOOD CONDITION.
 KV4926'
 KV4926'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV4926'4 N.M. NORTH OF HIGHLANDS, N.J.
 KV4926
 KV4926                          STATION RECOVERY (1995)
 KV4926
 KV4926'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4926'MARK NOT FOUND.
 KV4926
 KV4926                          STATION RECOVERY (1996)
 KV4926
 KV4926'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV4926'MARK RECOVERED IN POOR CONDITION.
 KV4926
 KV4926                          STATION RECOVERY (1997)
 KV4926
 KV4926'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV4926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2827 ***********************************************************************
 KU2827  DESIGNATION -  BC KINGMAN USCA 1940
 KU2827  PID         -  KU2827
 KU2827  STATE/COUNTY-  NJ/MONMOUTH
 KU2827  USGS QUAD   -  SANDY HOOK (1981)
 KU2827
 KU2827                         *CURRENT SURVEY CONTROL
 KU2827  ___________________________________________________________________
 KU2827* NAD 83(1996)-  40 26 16.58731(N)    073 59 30.52789(W)     ADJUSTED  
 KU2827* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KU2827  ___________________________________________________________________
 KU2827  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 KU2827  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KU2827
 KU2827  HORZ ORDER  -  SECOND
 KU2827
 KU2827.The horizontal coordinates were established by classical geodetic methods
 KU2827.and adjusted by the National Geodetic Survey in September 1999..
 KU2827
 KU2827.The orthometric height was scaled from a topographic map.
 KU2827
 KU2827.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2827
 KU2827.The geoid height was determined by GEOID03.
 KU2827
 KU2827;                    North         East     Units Scale Factor Converg.
 KU2827;SPC NJ       -   178,262.016   193,113.300   MT  0.99992287   +0 19 46.7
 KU2827;SPC NJ       -   584,847.96    633,572.55   sFT  0.99992287   +0 19 46.7
 KU2827;UTM  18      - 4,476,854.207   585,506.927   MT  0.99969000   +0 39 14.3
 KU2827
 KU2827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2827!SPC NJ       -   1.00000483  x   0.99992287  =   0.99992770
 KU2827!UTM  18      -   1.00000483  x   0.99969000  =   0.99969483
 KU2827
 KU2827|---------------------------------------------------------------------|
 KU2827| PID    Reference Object                     Distance      Geod. Az  |
 KU2827|                                                           dddmmss.s |
 KU2827| KU2835 BTRY KINGMAN GUN NO 2                63.906 METERS 00148     |
 KU2827| KU2837 BTRY MILLS GUN NO 2                 292.780 METERS 18149     |
 KU2827| KU2836 BTRY KINGMAN GUN NO 1                64.136 METERS 18150     |
 KU2827| KU2853 BC MILLS 1940                       356.667 METERS 18151     |
 KU2827| KU2808 MILLS 1932                          377.517 METERS 18445     |
 KU2827| KU2839 KINGMAN TOWER                        31.497 METERS 22234     |
 KU2827|---------------------------------------------------------------------|
 KU2827
 KU2827                          SUPERSEDED SURVEY CONTROL
 KU2827
 KU2827  NAD 83(1996)-  40 26 16.58706(N)    073 59 30.52756(W) AD(       ) 2
 KU2827  NAD 83(1986)-  40 26 16.58678(N)    073 59 30.52730(W) AD(       ) 2
 KU2827  NAD 27      -  40 26 16.19900(N)    073 59 32.03300(W) AD(       ) 2
 KU2827
 KU2827.Superseded values are not recommended for survey control.
 KU2827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2827.See file dsdata.txt to determine how the superseded data were derived.
 KU2827
 KU2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8550776854(NAD 83)
 KU2827_MARKER: DD = SURVEY DISK
 KU2827_SETTING: 0 = UNSPECIFIED SETTING
 KU2827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2827
 KU2827  HISTORY     - Date     Condition        Report By
 KU2827  HISTORY     - 1940     MONUMENTED       LOCENG
 KU2827  HISTORY     - 1962     MARK NOT FOUND   CGS
 KU2827  HISTORY     - 19920802 MARK NOT FOUND   USPSQD
 KU2827
 KU2827                          STATION DESCRIPTION
 KU2827
 KU2827'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (CIA)
 KU2827'STATION IS MARKED BY A U.S.C.A. DISK, SET IN THE TOP OF A
 KU2827'CONCRETE MONUMENT ON TOP OF THE BOMBPROOF AT BATTERY KINGMAN.  IT
 KU2827'IS LOCATED 32 M. NE OF THE OLD KINGMAN BC NOW CALLED KINGMAN
 KU2827'TOWER.  KINGMAN TOWER WAS CONNECTED TO BC KINGMAN BY TRAVERSE.
 KU2827
 KU2827                          STATION RECOVERY (1962)
 KU2827
 KU2827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2827'NOT RECOVERED.  NO MARKS WERE FOUND ON TOP OF THE BOMBPROOF
 KU2827'AT BATTERY KINGMAN.
 KU2827
 KU2827                          STATION RECOVERY (1992)
 KU2827
 KU2827'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4919 ***********************************************************************
 KV4919  DESIGNATION -  BC PECK USCA 1940
 KV4919  PID         -  KV4919
 KV4919  STATE/COUNTY-  NJ/MONMOUTH
 KV4919  USGS QUAD   -  SANDY HOOK (1981)
 KV4919
 KV4919                         *CURRENT SURVEY CONTROL
 KV4919  ___________________________________________________________________
 KV4919* NAD 83(1996)-  40 28 17.10423(N)    074 00 20.66577(W)     ADJUSTED  
 KV4919* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KV4919  ___________________________________________________________________
 KV4919  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 KV4919  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV4919
 KV4919  HORZ ORDER  -  THIRD
 KV4919
 KV4919.The horizontal coordinates were established by classical geodetic methods
 KV4919.and adjusted by the National Geodetic Survey in September 1999..
 KV4919
 KV4919.The orthometric height was scaled from a topographic map.
 KV4919
 KV4919.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4919
 KV4919.The geoid height was determined by GEOID03.
 KV4919
 KV4919;                    North         East     Units Scale Factor Converg.
 KV4919;SPC NJ       -   181,972.352   191,910.941   MT  0.99992161   +0 19 14.9
 KV4919;SPC NJ       -   597,020.96    629,627.81   sFT  0.99992161   +0 19 14.9
 KV4919;UTM  18      - 4,480,556.810   584,283.862   MT  0.99968744   +0 38 43.4
 KV4919
 KV4919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4919!SPC NJ       -   1.00000451  x   0.99992161  =   0.99992612
 KV4919!UTM  18      -   1.00000451  x   0.99968744  =   0.99969195
 KV4919
 KV4919|---------------------------------------------------------------------|
 KV4919| PID    Reference Object                     Distance      Geod. Az  |
 KV4919|                                                           dddmmss.s |
 KV4919| KV3106 ALEXANDER                           119.543 METERS 09930     |
 KV4919| KV5005 BTRY PECK GUN NO 1                   17.245 METERS 10328     |
 KV4919| KV3107 ALEXANDER BC                        110.369 METERS 11142     |
 KV4919| KV4927 NORTH BEACON                        173.566 METERS 13921     |
 KV4919| KV5018 M3N                                 196.298 METERS 15258     |
 KV4919| KV4959 SANDY HOOK PWRHSE BLDG 124 STK      348.729 METERS 17132     |
 KV4919| KV4960 SANDY HOOK FORT HANCOCK FP          APPROX. 1.1 KM 1741302.2 |
 KV4919| KV4977 SANDY HOOK STANDPIPE                286.956 METERS 20909     |
 KV4919| KV0709 SIMPSON 2                           397.584 METERS 21230     |
 KV4919| KV0708 SIMPSON                             419.831 METERS 2141645.4 |
 KV4919| KV4918 CRF PECK USCA 1940                   47.109 METERS 28227     |
 KV4919| KV5006 BTRY PECK GUN NO 2                   17.184 METERS 29252     |
 KV4919|---------------------------------------------------------------------|
 KV4919
 KV4919                          SUPERSEDED SURVEY CONTROL
 KV4919
 KV4919  NAD 83(1996)-  40 28 17.10411(N)    074 00 20.66576(W) AD(       ) 3
 KV4919  NAD 83(1986)-  40 28 17.10350(N)    074 00 20.66473(W) AD(       ) 3
 KV4919  NAD 27      -  40 28 16.71600(N)    074 00 22.16400(W) AD(       ) 3
 KV4919
 KV4919.Superseded values are not recommended for survey control.
 KV4919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4919.See file dsdata.txt to determine how the superseded data were derived.
 KV4919
 KV4919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8428480557(NAD 83)
 KV4919_MARKER: DD = SURVEY DISK
 KV4919_SETTING: 0 = UNSPECIFIED SETTING
 KV4919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4919
 KV4919  HISTORY     - Date     Condition        Report By
 KV4919  HISTORY     - 1940     MONUMENTED       LOCENG
 KV4919  HISTORY     - 1972     GOOD             NGS
 KV4919  HISTORY     - 19950830 MARK NOT FOUND   USPSQD
 KV4919  HISTORY     - 19970905 MARK NOT FOUND   USPSQD
 KV4919  HISTORY     - 19980903 GOOD             USPSQD
 KV4919
 KV4919                          STATION DESCRIPTION
 KV4919
 KV4919'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (CIA)
 KV4919'A STATION LOCATED BY TRIANGULATION AND TRAVERSE ON THE N EDGE OF
 KV4919'THE CONTROL ROOM OF BC PECK AND BATTERY PECK.
 KV4919'
 KV4919'MARK IS PLUMBED OVER THE THREADED HEAD ON WHICH THE DPF
 KV4919'INSTRUMENT IS FASTENED.
 KV4919'
 KV4919'MARK IS A U.S.C.A. DISK, SET IN THE CONCRETE ROOF.  IT IS ABOUT
 KV4919'1 FT. S OF THE CENTER OF THE N EDGE OF THE ROOF.
 KV4919
 KV4919                          STATION RECOVERY (1972)
 KV4919
 KV4919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KV4919'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION, A NEW
 KV4919'TO REACH IS REQUIRED NOW.  THIS STATION WAS USED AS A AZIMUTH
 KV4919'WHEN TRIANGULATION STATION SIMPSON 2 WAS ESTABLISHED.
 KV4919'
 KV4919'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 KV4919'
 KV4919'THE STATION IS LOCATED IN THE NORTH PART OF FORT HANCOCK ABOUT
 KV4919'1/4 MILE SOUTHEAST OF THE COAST GUARD STATION.
 KV4919'
 KV4919'TO REACH THE STATION FROM THE FORT HANCOCK HEADQUARTERS, GO
 KV4919'NORTHERLY ON A PAVED ROAD FOR 0.5 MILE TO A
 KV4919'T-INTERSECTION.  (U.S. ARMY BUILDING NUMBER 108 ON THE RIGHT AND
 KV4919'NUMBER 109 ON THE LEFT.) TURN LEFT AND GO WEST ON A PAVED ROAD
 KV4919'FOR 0.1 MILE TO A FIVE WAY FORK.  TURN SHARP RIGHT AND GO NORTH
 KV4919'ON A PAVED ROAD FOR 0.2 MILE TO A T-INTERSECTION.  TURN RIGHT AND
 KV4919'GO EAST ALONG THE SOUTH SIDE OF SEVERAL LARGE OLD FIRST WORLD
 KV4919'WAR BUNKERS ON A PAVED ROAD FOR 0.15 MILE TO B C PECK BUNKER
 KV4919'ON THE LEFT AND THE STATION ON THE LEFT ON THE TOP OF AN
 KV4919'OBSERVATION POST.
 KV4919'
 KV4919'THE STATION MARK IS A U.S. COAST AND GEODETIC SURVEY SPECIAL
 KV4919'SURVEY DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF ON A
 KV4919'CONCRETE OBSERVATION POST.  THE DISK IS STAMPED B C PECK 1940
 KV4919'AND IT IS ABOUT 25 FEET HIGHER THAN THE ROAD, 50 FEET NORTH OF
 KV4919'THE CENTER OF THE PAVED ROAD, 6 FEET NORTHWEST OF AN OLD FLAG
 KV4919'POLE, 4 FEET WEST OF THE WEST EDGE OF THE ROOF AND 1 FOOT SOUTH
 KV4919'OF THE NORTH EDGE OF THE ROOF.
 KV4919'
 KV4919'THERE ARE NO REFERENCE MARKS AT THIS STATION.
 KV4919'
 KV4919'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV4919'AT FORT HANCOCK.
 KV4919
 KV4919                          STATION RECOVERY (1995)
 KV4919
 KV4919'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4919'MARK NOT FOUND.
 KV4919
 KV4919                          STATION RECOVERY (1997)
 KV4919
 KV4919'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV4919'MARK NOT FOUND.
 KV4919
 KV4919                          STATION RECOVERY (1998)
 KV4919
 KV4919'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV4919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4929 ***********************************************************************
 KV4929  DESIGNATION -  BC RICHARDSON 1940
 KV4929  PID         -  KV4929
 KV4929  STATE/COUNTY-  NJ/MONMOUTH
 KV4929  USGS QUAD   -  SANDY HOOK (1981)
 KV4929
 KV4929                         *CURRENT SURVEY CONTROL
 KV4929  ___________________________________________________________________
 KV4929* NAD 83(1996)-  40 28 09.59343(N)    074 00 08.65373(W)     ADJUSTED  
 KV4929* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4929  ___________________________________________________________________
 KV4929  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 KV4929  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV4929
 KV4929  HORZ ORDER  -  SECOND
 KV4929
 KV4929.The horizontal coordinates were established by classical geodetic methods
 KV4929.and adjusted by the National Geodetic Survey in September 1999..
 KV4929
 KV4929.The orthometric height was scaled from a topographic map.
 KV4929
 KV4929.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4929
 KV4929.The geoid height was determined by GEOID03.
 KV4929
 KV4929;                    North         East     Units Scale Factor Converg.
 KV4929;SPC NJ       -   181,742.290   192,195.183   MT  0.99992191   +0 19 22.7
 KV4929;SPC NJ       -   596,266.16    630,560.36   sFT  0.99992191   +0 19 22.7
 KV4929;UTM  18      - 4,480,328.415   584,569.336   MT  0.99968803   +0 38 51.1
 KV4929
 KV4929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4929!SPC NJ       -   1.00000467  x   0.99992191  =   0.99992658
 KV4929!UTM  18      -   1.00000467  x   0.99968803  =   0.99969270
 KV4929
 KV4929                          SUPERSEDED SURVEY CONTROL
 KV4929
 KV4929  NAD 83(1996)-  40 28 09.59336(N)    074 00 08.65372(W) AD(       ) 2
 KV4929  NAD 83(1986)-  40 28 09.59255(N)    074 00 08.65236(W) AD(       ) 2
 KV4929  NAD 27      -  40 28 09.20500(N)    074 00 10.15200(W) AD(       ) 2
 KV4929
 KV4929.Superseded values are not recommended for survey control.
 KV4929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4929.See file dsdata.txt to determine how the superseded data were derived.
 KV4929
 KV4929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8456980328(NAD 83)
 KV4929_MARKER: DS = TRIANGULATION STATION DISK
 KV4929_SETTING: 0 = UNSPECIFIED SETTING
 KV4929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4929
 KV4929  HISTORY     - Date     Condition        Report By
 KV4929  HISTORY     - 1940     MONUMENTED       CGS
 KV4929  HISTORY     - 1973     GOOD             NGS
 KV4929  HISTORY     - 19950830 MARK NOT FOUND   USPSQD
 KV4929  HISTORY     - 19960619 POOR             USPSQD
 KV4929
 KV4929                          STATION DESCRIPTION
 KV4929
 KV4929'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KV4929'THE STATION IS MARKED BY A DISK, SET IN A DRILL HOLE IN THE
 KV4929'CONCRETE ROOF OF BC RICHARDSON DIRECTLY OVER THE INSTRUMENT STAND.
 KV4929
 KV4929                          STATION RECOVERY (1973)
 KV4929
 KV4929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (NAP)
 KV4929'RECOVERED IN GOOD CONDITION.
 KV4929'
 KV4929'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV4929'4 N.M. NORTH OF HIGHLANDS, N.J.
 KV4929
 KV4929                          STATION RECOVERY (1995)
 KV4929
 KV4929'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4929'MARK NOT FOUND.
 KV4929
 KV4929                          STATION RECOVERY (1996)
 KV4929
 KV4929'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV4929'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2753 ***********************************************************************
 JU2753  DESIGNATION -  BCG 1931
 JU2753  PID         -  JU2753
 JU2753  STATE/COUNTY-  NJ/ATLANTIC
 JU2753  USGS QUAD   -  BRIGANTINE INLET (1994)
 JU2753
 JU2753                         *CURRENT SURVEY CONTROL
 JU2753  ___________________________________________________________________
 JU2753* NAD 83(1996)-  39 25 42.75194(N)    074 20 24.83820(W)     ADJUSTED  
 JU2753* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2753  ___________________________________________________________________
 JU2753  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 JU2753  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JU2753
 JU2753  HORZ ORDER  -  SECOND
 JU2753
 JU2753.The horizontal coordinates were established by classical geodetic methods
 JU2753.and adjusted by the National Geodetic Survey in September 1999..
 JU2753
 JU2753.The orthometric height was scaled from a topographic map.
 JU2753
 JU2753.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2753
 JU2753.The geoid height was determined by GEOID03.
 JU2753
 JU2753;                    North         East     Units Scale Factor Converg.
 JU2753;SPC NJ       -    66,084.460   163,754.809   MT  0.99990233   +0 06 05.3
 JU2753;SPC NJ       -   216,812.10    537,252.24   sFT  0.99990233   +0 06 05.3
 JU2753;UTM  18      - 4,364,541.775   556,784.418   MT  0.99963970   +0 25 08.5
 JU2753
 JU2753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2753!SPC NJ       -   1.00000511  x   0.99990233  =   0.99990744
 JU2753!UTM  18      -   1.00000511  x   0.99963970  =   0.99964481
 JU2753
 JU2753:                Primary Azimuth Mark                     Grid Az
 JU2753:SPC NJ       -  HOTEL                                    219 50 56.7
 JU2753:UTM  18      -  HOTEL                                    219 31 53.5
 JU2753
 JU2753|---------------------------------------------------------------------|
 JU2753| PID    Reference Object                     Distance      Geod. Az  |
 JU2753|                                                           dddmmss.s |
 JU2753| JU2758 HOTEL                               APPROX. 4.2 KM 2195702.0 |
 JU2753|---------------------------------------------------------------------|
 JU2753
 JU2753                          SUPERSEDED SURVEY CONTROL
 JU2753
 JU2753  NAD 83(1986)-  39 25 42.74343(N)    074 20 24.82802(W) AD(       ) 2
 JU2753  NAD 27      -  39 25 42.31700(N)    074 20 26.31400(W) AD(       ) 2
 JU2753
 JU2753.Superseded values are not recommended for survey control.
 JU2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2753.See file dsdata.txt to determine how the superseded data were derived.
 JU2753
 JU2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5678464542(NAD 83)
 JU2753_MARKER: DS = TRIANGULATION STATION DISK
 JU2753_SETTING: 0 = UNSPECIFIED SETTING
 JU2753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2753
 JU2753  HISTORY     - Date     Condition        Report By
 JU2753  HISTORY     - 1931     MONUMENTED       CGS
 JU2753  HISTORY     - 1933     SEE DESCRIPTION  CGS
 JU2753  HISTORY     - 1946     SEE DESCRIPTION  LOCENG
 JU2753  HISTORY     - 1950     MARK NOT FOUND   CGS
 JU2753
 JU2753                          STATION DESCRIPTION
 JU2753
 JU2753'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 JU2753'THE STATION IS ON THE OUTER COAST APPROXIMATELY 5 MILES NE OF
 JU2753'ATLANTIC CITY, ON THE N BRIGANTINE COAST GUARD STATION BUILDING.
 JU2753'
 JU2753'CENTER IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION
 JU2753'DISK (STAMPED BCG - 1931) CEMENTED IN A DRILL HOLE AND SET FLUSH
 JU2753'IN THE FLOOR OF THE WATCH TOWER.  NO REFERENCE MARKS WERE
 JU2753'PLACED, NOR ANY REFERENCE MEASUREMENTS TAKEN.  THE APEX OF THE
 JU2753'FLAGPOLE FRAME (OUTSIDE THE TOWER) WAS BLACK CLOTH WRAPPED
 JU2753'AND USED FOR THE ECCENTRIC SIGNAL FOR THIS STATION, AS THE WATCH
 JU2753'TOWER APEX AFFORDED INDEFINITE POINTING.
 JU2753'
 JU2753'THERE IS SUFFICIENT ROOM AND GOOD FOOTING FOR CENTRAL OR
 JU2753'ECCENTRIC TRIPOD SET-UPS WITHIN THE TOWER.
 JU2753
 JU2753                          STATION RECOVERY (1933)
 JU2753
 JU2753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WEI)
 JU2753'BRONZE C. AND G.S. STATION DISK (STAMPED BCG - 1931) TAKEN UP
 JU2753'WHEN NEW FLOOR WAS LAID, REPLACED WHEN FLOOR WAS COMPLETED.
 JU2753
 JU2753                          STATION RECOVERY (1946)
 JU2753
 JU2753'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946 (ECC)
 JU2753'THE NORTH BRIGANTINE COAST GUARD STATION WAS DAMAGED IN THE
 JU2753'HURRICANE OF SEPTEMBER 1944 AND IS NOW BEING TORN DOWN.  UP IN
 JU2753'THE LOOKOUT TOWER, A BRASS MARKER STAMPED B.C.G. 1931 IS IN
 JU2753'THE FLOOR.
 JU2753'
 JU2753'THERE IS ABOUT 300 FEET OF LAND ERODED AWAY ON THE NORTHERN
 JU2753'TIP OF BRIGANTINE ISLAND AND NOW EXPOSES THE TRESTLE AND OLD
 JU2753'STEAM BOAT DOCK WHICH WAS INSTALLED THERE ABOUT 1881.
 JU2753
 JU2753                          STATION RECOVERY (1950)
 JU2753
 JU2753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2753'THE STATION WAS NOT RECOVERED.  THE WATCHTOWER AND ALL BUILDINGS
 JU2753'HAVE BEEN RAZED.  IT IS RECOMMENDED THAT THE STATION BE
 JU2753'CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3388 ***********************************************************************
 JU3388  DESIGNATION -  BEACH
 JU3388  PID         -  JU3388
 JU3388  STATE/COUNTY-  NJ/CUMBERLAND
 JU3388  USGS QUAD   -  BEN DAVIS POINT (1993)
 JU3388
 JU3388                         *CURRENT SURVEY CONTROL
 JU3388  ___________________________________________________________________
 JU3388* NAD 83(1996)-  39 19 14.15699(N)    075 19 12.91176(W)     ADJUSTED  
 JU3388* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3388  ___________________________________________________________________
 JU3388  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 JU3388  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JU3388
 JU3388  HORZ ORDER  -  SECOND
 JU3388
 JU3388.The horizontal coordinates were established by classical geodetic methods
 JU3388.and adjusted by the National Geodetic Survey in September 1999..
 JU3388
 JU3388.The orthometric height was scaled from a topographic map.
 JU3388
 JU3388.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3388
 JU3388.The geoid height was determined by GEOID03.
 JU3388
 JU3388;                    North         East     Units Scale Factor Converg.
 JU3388;SPC NJ       -    54,410.172    79,272.775   MT  0.99996157   -0 31 11.2
 JU3388;SPC NJ       -   178,510.71    260,080.76   sFT  0.99996157   -0 31 11.2
 JU3388;SPC DE       -   146,602.117   208,314.084   MT  0.99999585   +0 03 39.9
 JU3388;SPC DE       -   480,977.11    683,443.79   sFT  0.99999585   +0 03 39.9
 JU3388;UTM  18      - 4,352,403.686   472,394.260   MT  0.99960938   -0 12 10.6
 JU3388
 JU3388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3388!SPC NJ       -   1.00000523  x   0.99996157  =   0.99996680
 JU3388!SPC DE       -   1.00000523  x   0.99999585  =   1.00000108
 JU3388!UTM  18      -   1.00000523  x   0.99960938  =   0.99961461
 JU3388
 JU3388|---------------------------------------------------------------------|
 JU3388| PID    Reference Object                     Distance      Geod. Az  |
 JU3388|                                                           dddmmss.s |
 JU3388| CB1240 BEACH RM 1                           48.774 METERS 14926     |
 JU3388| JU3396 SHIP JOHN SHOAL LIGHT               APPROX. 5.2 KM 2504617.8 |
 JU3388| CB1241 BEACH RM 2                           27.600 METERS 32919     |
 JU3388|---------------------------------------------------------------------|
 JU3388
 JU3388                          SUPERSEDED SURVEY CONTROL
 JU3388
 JU3388  NAD 83(1991)-  39 19 14.15633(N)    075 19 12.91138(W) AD(       ) 2
 JU3388  NAD 83(1986)-  39 19 14.14917(N)    075 19 12.92048(W) AD(       ) 2
 JU3388  NAD 27      -  39 19 13.74400(N)    075 19 14.21800(W) AD(       ) 2
 JU3388
 JU3388.Superseded values are not recommended for survey control.
 JU3388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3388.See file dsdata.txt to determine how the superseded data were derived.
 JU3388
 JU3388_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7239452404(NAD 83)
 JU3388_MARKER: DS = TRIANGULATION STATION DISK
 JU3388_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU3388_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU3388
 JU3388  HISTORY     - Date     Condition        Report By
 JU3388  HISTORY     - 1933     MONUMENTED       CGS
 JU3388  HISTORY     - 1946     GOOD             CGS
 JU3388  HISTORY     - 1956     SEE DESCRIPTION  LOCSUR
 JU3388  HISTORY     - 1974     MARK NOT FOUND   NGS
 JU3388  HISTORY     - 1977     MARK NOT FOUND   NGS
 JU3388
 JU3388                          STATION DESCRIPTION
 JU3388
 JU3388'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3388'THIS STATION IS ON THE SAND RIDGE BETWEEN DELAWARE BAY AND THE
 JU3388'SALT MARSHES TO THE E, ABOUT 0.2 MILE S OF THE FISHING SETTLEMENT
 JU3388'OF SEA BREEZE.  THE MARK IS AT THE E EDGE OF THE RIDGE, 39 FEET
 JU3388'E OF THE W EDGE OF THE RIDGE, 39 FEET E OF THE W EDGE OF THE
 JU3388'RIDGE, 59 FEET E OF HIGH WATER MARK, ABOUT 225 FEET SSW OF THE
 JU3388'SEA BREEZE ROD AND GUN CLUB.  THE MARK PROJECTS 8 INCHES.
 JU3388'
 JU3388'STATION MARK IS A STANDARD BRONZE DISK IN A TILE.
 JU3388'UNDERGROUND MARK IS BLOCK OF CONCRETE BELOW THE
 JU3388'GROUND CONTAINING A STANDARD BRONZE DISK.
 JU3388'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD BRONZE DISKS SET IN
 JU3388'CONCRETE IN THE TOP OF A TILE.
 JU3388'
 JU3388'REFERENCE MARK NO.1 IS S OF THE STATION, ALSO ON THE SAND
 JU3388'RIDGE, 60 FEET E OF THE HIGH WATER MARK, AND PROJECTS 10 INCHES.
 JU3388'
 JU3388'REFERENCE MARK NO.2 IS N OF THE STATION ALSO ON THE RIDGE,
 JU3388'40 FEET E OF HIGH WATER MARK, AND ABOUT 150 FEET SW OF THE ROD
 JU3388'AND GUN CLUB.  THE MARK PROJECTS 10 INCHES.
 JU3388'
 JU3388'THE STATION, REFERENCE MARK NO.1 AND REFERENCE MARK NO.2 ARE
 JU3388'ALL IN LINE.
 JU3388'
 JU3388'TO REACH FROM BRIDGETON FOLLOW THE POINT NORRIS ROAD S ABOUT
 JU3388'3 MILES TO FAIRTON.  FROM HERE GO W AND SW ON THE SEA BREEZE
 JU3388'ROAD ABOUT 9 MILES TO SEA BREEZE.  THE STATION IS THEN ABOUT 2
 JU3388'TENTHS OF A MILE S.
 JU3388
 JU3388                          STATION RECOVERY (1946)
 JU3388
 JU3388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3388'STATION RECOVERED IN GOOD CONDITION AFTER A 4-HOUR
 JU3388'SEARCH.  DISTANCE TO REFERENCE MARK 1 WAS MEASURED AND FOUND TO
 JU3388'BE CORRECT.  THE FOLLOWING CHANGES HAVE OCCURRED WHICH MAKE THE
 JU3388'ORIGINAL DESCRIPTION INADEQUATE FOR PRESENT DAY RECOVERY--
 JU3388'
 JU3388'MEAN HIGH-WATER LINE HAS CHANGED CONSIDERABLY.
 JU3388'
 JU3388'MARK IS AT THE W EDGE OF THE SAND RIDGE.
 JU3388'
 JU3388'MARK IS FLUSH WITH THE GROUND.
 JU3388'
 JU3388'REFERENCE MARK 2 HAS BEEN DESTROYED.
 JU3388'
 JU3388'DISTANCE FROM SEA BREEZE ROD AND GUN CLUB IS AN APPROXIMATION.
 JU3388'
 JU3388'A COMPLETE NEW DESCRIPTION FOLLOWS--
 JU3388'
 JU3388'THE STATION IS ON THE SAND RIDGE BETWEEN DELAWARE BAY AND THE
 JU3388'SALT MARSHES TO THE E, ABOUT 0.2 MILE S OF THE FISHING SETTLEMENT
 JU3388'OF SEA BREEZE.  THE MARK IS AT THE W EDGE OF THE RIDGE, 13 FEET E
 JU3388'OF MEAN HIGH-WATER MARK, 51 FEET W OF A DIRT ROAD, AND 86 FEET W
 JU3388'OF THE SW CORNER OF A GREEN-SHINGLED COTTAGE.  THE MARK IS FLUSH
 JU3388'WITH THE GROUND.
 JU3388'
 JU3388'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE IN
 JU3388'THE CENTER OF THE TOP OF A TILE WHICH IS EMBEDDED IN THE GROUND.
 JU3388'
 JU3388'SUB-SURFACE MARK IS A BRONZE STATION DISK SET IN A BLOCK OF
 JU3388'CONCRETE BELOW THE GROUND.
 JU3388'
 JU3388'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE
 JU3388'IN THE CENTER OF THE TOP OF A TILE WHICH IS EMBEDDED IN THE
 JU3388'GROUND.  IT IS S OF THE STATION, ALSO ON THE W EDGE OF THE SAND
 JU3388'RIDGE, AND 7 FEET E OF THE MEAN HIGH-WATER MARK.
 JU3388'
 JU3388'TO REACH FROM BRIDGETON, FOLLOW THE PORT NORRIS ROAD S ABOUT
 JU3388'3 MILES TO FAIRTON.  FROM HERE, GO W AND SW ON THE SEA BREEZE
 JU3388'ROAD ABOUT 8 MILES TO SEA BREEZE.  THE STATION IS THEN ABOUT 0.2
 JU3388'MILE S ON THE DIRT ROAD ALONG THE SAND RIDGE.
 JU3388
 JU3388                          STATION RECOVERY (1956)
 JU3388
 JU3388'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1956
 JU3388'STATION RECOVERED BY THE NEW JERSEY DIVISION OF SHELL FISHERIES.
 JU3388'
 JU3388'THE SURFACE MARK AND SUBSURFACE MARK ARE WASHED OUT.  THE HIGH
 JU3388'WATER MARK IS ABOUT 50 FEET IN BACK OF WHERE MARKS WERE FOUND ON
 JU3388'THEIR SIDE IN THE SAND AT LOW WATER 4/12/56 AT 1700 HOURS.
 JU3388
 JU3388                          STATION RECOVERY (1974)
 JU3388
 JU3388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU3388'A SEARCH WAS MADE FOR THE STATION AND NO EVIDENCE OF IT WAS
 JU3388'FOUND.  THERE IS NOW A BULK HEAD BUILT AROUND THE SHORELINE AND
 JU3388'THE ENTIRE AREA HAS WASHED AWAY ABOUT 75 FEET.  SEVERAL RESIDENCE
 JU3388'OF THE AREA REPORTED SEEING LARGE CONCRETE MONUMENTS LAYING ON
 JU3388'THEIR SIDES IN THE WATER SEVERAL YEARS AGO.
 JU3388'
 JU3388'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3388'AT SEA BEACH.
 JU3388
 JU3388                          STATION RECOVERY (1977)
 JU3388
 JU3388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 JU3388'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0181 ***********************************************************************
 JU0181  DESIGNATION -  BEACH ARLINGTON RM 3
 JU0181  PID         -  JU0181
 JU0181  STATE/COUNTY-  NJ/OCEAN
 JU0181  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0181
 JU0181                         *CURRENT SURVEY CONTROL
 JU0181  ___________________________________________________________________
 JU0181* NAD 83(1986)-  39 38 40.     (N)    074 10 48.     (W)     SCALED    
 JU0181* NAVD 88     -         0.909  (meters)       2.98   (feet)  ADJUSTED  
 JU0181  ___________________________________________________________________
 JU0181  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JU0181  DYNAMIC HT  -           0.909 (meters)       2.98  (feet)  COMP
 JU0181  MODELED GRAV-     980,150.3   (mgal)                       NAVD 88
 JU0181
 JU0181  VERT ORDER  -  FIRST     CLASS I
 JU0181
 JU0181.The horizontal coordinates were scaled from a topographic map and have
 JU0181.an estimated accuracy of +/- 6 seconds.
 JU0181
 JU0181.The orthometric height was determined by differential leveling
 JU0181.and adjusted by the National Geodetic Survey in April 1997..
 JU0181
 JU0181.The geoid height was determined by GEOID03.
 JU0181
 JU0181.The dynamic height is computed by dividing the NAVD 88
 JU0181.geopotential number by the normal gravity value computed on the
 JU0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0181.degrees latitude (g = 980.6199 gals.).
 JU0181
 JU0181.The modeled gravity was interpolated from observed gravity values.
 JU0181
 JU0181;                    North         East    Units  Estimated Accuracy
 JU0181;SPC NJ       -    90,090.      177,470.      MT  (+/- 180 meters Scaled)
 JU0181
 JU0181                          SUPERSEDED SURVEY CONTROL
 JU0181
 JU0181  NAVD 88 (06/15/91)    0.934  (m)            3.06   (f) UNKNOWN     1 1
 JU0181  NGVD 29 (??/??/??)    1.316  (m)            4.32   (f) ADJUSTED    1 1
 JU0181
 JU0181.Superseded values are not recommended for survey control.
 JU0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0181.See file dsdata.txt to determine how the superseded data were derived.
 JU0181
 JU0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ703886(NAD 83)
 JU0181_MARKER: DR = REFERENCE MARK DISK
 JU0181_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0181_SP_SET: SIDEWALK
 JU0181_STAMPING: BEACH ARLINGTON NO 3 1932
 JU0181_MARK LOGO: CGS   
 JU0181_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0181+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 JU0181
 JU0181  HISTORY     - Date     Condition        Report By
 JU0181  HISTORY     - 1932     MONUMENTED       CGS
 JU0181  HISTORY     - 1964     GOOD             CGS
 JU0181  HISTORY     - 1982     GOOD             LOCSUR
 JU0181  HISTORY     - 1988     GOOD             USPSQD
 JU0181  HISTORY     - 19950130 GOOD             NJGS
 JU0181  HISTORY     - 19960721 GOOD             NJGS
 JU0181  HISTORY     - 20010606 GOOD             NJGS
 JU0181  HISTORY     - 20060421 GOOD             GEOCAC
 JU0181
 JU0181                          STATION DESCRIPTION
 JU0181
 JU0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0181'AT SHIP BOTTOM.
 JU0181'AT SHIP BOTTOM, ABOUT 80 YARDS WEST OF AND ACROSS 17TH STREET
 JU0181'FROM THE CITY HALL, AT THE INTERSECTION OF CENTRAL AVENUE AND
 JU0181'17TH STREET, NEAR THE WATER WORKS BUILDING, 25 FEET NORTH OF THE
 JU0181'NORTH CORNER OF THE BUILDING, 11.2 FEET SOUTHWEST OF THE SOUTHWEST
 JU0181'CURB OF 17TH STREET, 21.5 FEET SOUTHEAST OF THE SOUTHEAST CURB
 JU0181'OF CENTRAL AVENUE, 84 FEET NORTHWEST OF THE STATION BEACH ARLINGTON
 JU0181'DESCRIBED, AND SET IN THE TOP AT THE CORNER OF THE SIDEWALK.
 JU0181
 JU0181                          STATION RECOVERY (1982)
 JU0181
 JU0181'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 JU0181'RECOVERED IN GOOD CONDITION.
 JU0181
 JU0181                          STATION RECOVERY (1988)
 JU0181
 JU0181'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU0181'RECOVERED IN GOOD CONDITION.
 JU0181
 JU0181                          STATION RECOVERY (1995)
 JU0181
 JU0181'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0181'RECOVERED AS DESCRIBED.
 JU0181
 JU0181                          STATION RECOVERY (1996)
 JU0181
 JU0181'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU0181'THE STATION WAS RECOVERED.  THE STATION THAT WAS RECOVERED APPEARS TO
 JU0181'BE A DISK SET IN A CONCERTE MONUMENT RECESSED ABOUT 10 CM INSIDE A
 JU0181'WATER VALVE BOX WHICH IS SET FLUSH IN THE SIDEWALK.  THE ORIGINAL AND
 JU0181'SUBSEQUENT RECOVERIES, HOWEVER, CALL FOR THE STATION BEING SET IN THE
 JU0181'CONCRETE SIDEWALK.
 JU0181
 JU0181                          STATION RECOVERY (2001)
 JU0181
 JU0181'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0181'RECOVERED AS DESCRIBED.
 JU0181
 JU0181                          STATION RECOVERY (2006)
 JU0181
 JU0181'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0181'N39-38-41.58 W074-10-51.78.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0182 ***********************************************************************
 JU0182  DESIGNATION -  BEACH ARLINGTON RM 2
 JU0182  PID         -  JU0182
 JU0182  STATE/COUNTY-  NJ/OCEAN
 JU0182  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0182
 JU0182                         *CURRENT SURVEY CONTROL
 JU0182  ___________________________________________________________________
 JU0182* NAD 83(1986)-  39 38 46.     (N)    074 11 06.     (W)     SCALED    
 JU0182* NAVD 88     -         1.056  (meters)       3.46   (feet)  ADJUSTED  
 JU0182  ___________________________________________________________________
 JU0182  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 JU0182  DYNAMIC HT  -           1.055 (meters)       3.46  (feet)  COMP
 JU0182  MODELED GRAV-     980,150.9   (mgal)                       NAVD 88
 JU0182
 JU0182  VERT ORDER  -  FIRST     CLASS I
 JU0182
 JU0182.The horizontal coordinates were scaled from a topographic map and have
 JU0182.an estimated accuracy of +/- 6 seconds.
 JU0182
 JU0182.The orthometric height was determined by differential leveling
 JU0182.and adjusted by the National Geodetic Survey in April 1997..
 JU0182
 JU0182.The geoid height was determined by GEOID03.
 JU0182
 JU0182.The dynamic height is computed by dividing the NAVD 88
 JU0182.geopotential number by the normal gravity value computed on the
 JU0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0182.degrees latitude (g = 980.6199 gals.).
 JU0182
 JU0182.The modeled gravity was interpolated from observed gravity values.
 JU0182
 JU0182;                    North         East    Units  Estimated Accuracy
 JU0182;SPC NJ       -    90,270.      177,040.      MT  (+/- 180 meters Scaled)
 JU0182
 JU0182                          SUPERSEDED SURVEY CONTROL
 JU0182
 JU0182  NAVD 88 (06/15/91)    1.090  (m)            3.58   (f) UNKNOWN     1 1
 JU0182  NGVD 29 (??/??/??)    1.471  (m)            4.83   (f) ADJUSTED    1 1
 JU0182
 JU0182.Superseded values are not recommended for survey control.
 JU0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0182.See file dsdata.txt to determine how the superseded data were derived.
 JU0182
 JU0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ699887(NAD 83)
 JU0182_MARKER: DR = REFERENCE MARK DISK
 JU0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0182_STAMPING: BEACH ARLINGTON NO 2 1932
 JU0182_MARK LOGO: CGS   
 JU0182_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0182+STABILITY: SURFACE MOTION
 JU0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0182+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 JU0182
 JU0182  HISTORY     - Date     Condition        Report By
 JU0182  HISTORY     - 1932     MONUMENTED       CGS
 JU0182  HISTORY     - 1964     GOOD             CGS
 JU0182  HISTORY     - 1988     GOOD             USPSQD
 JU0182  HISTORY     - 19950130 GOOD             NJGS
 JU0182  HISTORY     - 19960721 GOOD             NJGS
 JU0182  HISTORY     - 20010606 GOOD             NJGS
 JU0182  HISTORY     - 20060421 GOOD             GEOCAC
 JU0182
 JU0182                          STATION DESCRIPTION
 JU0182
 JU0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0182'AT SHIP BOTTOM.
 JU0182'AT SHIP BOTTOM, 0.3 FOOT NORTHWEST ALONG 17TH STREET FROM THE
 JU0182'CITY HALL, 144 FEET SOUTHEAST OF THE CENTER LINE OF NEW TERRACE,
 JU0182'STREET, 22.5 FEET SOUTH OF THE SOUTH CORNER OF HOUSE NO. 325,
 JU0182'18 FEET SOUTHWEST OF THE WEST CORNER OF HOUSE NO. 321, 19 FEET
 JU0182'NORTHEAST OF THE CENTER LINE OF 17TH STREET, 2.5 FEET SOUTHEAST
 JU0182'OF POWER POLE 7085, ABOUT 1/2 FOOT ABOVE THE LEVEL OF 17TH STREET
 JU0182'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JU0182
 JU0182                          STATION RECOVERY (1988)
 JU0182
 JU0182'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU0182'RECOVERED IN GOOD CONDITION.
 JU0182
 JU0182                          STATION RECOVERY (1995)
 JU0182
 JU0182'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0182'RECOVERED AS DESCRIBED.
 JU0182
 JU0182                          STATION RECOVERY (1996)
 JU0182
 JU0182'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU0182'RECOVERED AS DESCRIBED.
 JU0182
 JU0182                          STATION RECOVERY (2001)
 JU0182
 JU0182'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0182'RECOVERED AS DESCRIBED.
 JU0182
 JU0182                          STATION RECOVERY (2006)
 JU0182
 JU0182'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0182'N39-38-49.56 W074-11-07.80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0184 ***********************************************************************
 JU0184  DESIGNATION -  BEACH ARLINGTON RM 1
 JU0184  PID         -  JU0184
 JU0184  STATE/COUNTY-  NJ/OCEAN
 JU0184  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0184
 JU0184                         *CURRENT SURVEY CONTROL
 JU0184  ___________________________________________________________________
 JU0184* NAD 83(1986)-  39 38 40.     (N)    074 10 50.     (W)     SCALED    
 JU0184* NAVD 88     -         1.744  (meters)       5.72   (feet)  ADJUSTED  
 JU0184  ___________________________________________________________________
 JU0184  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JU0184  DYNAMIC HT  -           1.744 (meters)       5.72  (feet)  COMP
 JU0184  MODELED GRAV-     980,150.3   (mgal)                       NAVD 88
 JU0184
 JU0184  VERT ORDER  -  FIRST     CLASS I
 JU0184
 JU0184.The horizontal coordinates were scaled from a topographic map and have
 JU0184.an estimated accuracy of +/- 6 seconds.
 JU0184
 JU0184.The orthometric height was determined by differential leveling
 JU0184.and adjusted by the National Geodetic Survey in June 1991..
 JU0184.WARNING-Repeat measurements at this control monument indicate possible
 JU0184.vertical movement.
 JU0184
 JU0184.The geoid height was determined by GEOID03.
 JU0184
 JU0184.The dynamic height is computed by dividing the NAVD 88
 JU0184.geopotential number by the normal gravity value computed on the
 JU0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0184.degrees latitude (g = 980.6199 gals.).
 JU0184
 JU0184.The modeled gravity was interpolated from observed gravity values.
 JU0184
 JU0184;                    North         East    Units  Estimated Accuracy
 JU0184;SPC NJ       -    90,090.      177,420.      MT  (+/- 180 meters Scaled)
 JU0184
 JU0184                          SUPERSEDED SURVEY CONTROL
 JU0184
 JU0184  NGVD 29 (??/??/??)    2.127  (m)            6.98   (f) ADJUSTED    1 1
 JU0184
 JU0184.Superseded values are not recommended for survey control.
 JU0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0184.See file dsdata.txt to determine how the superseded data were derived.
 JU0184
 JU0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ703886(NAD 83)
 JU0184_MARKER: DR = REFERENCE MARK DISK
 JU0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0184_SP_SET: STAND PIPE
 JU0184_STAMPING: BEACH ARLINGTON NO 1 1932
 JU0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0184
 JU0184  HISTORY     - Date     Condition        Report By
 JU0184  HISTORY     - 1932     MONUMENTED       CGS
 JU0184  HISTORY     - 1964     GOOD             CGS
 JU0184  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0184
 JU0184                          STATION DESCRIPTION
 JU0184
 JU0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0184'AT SHIP BOTTOM.
 JU0184'AT SHIP BOTTOM, NEAR THE INTERSECTION OF CENTRAL AVENUE AND 17TH
 JU0184'STREET, 3.3 FEET SOUTHWEST OF BENCH MARK H-7 DESCRIBED, SET IN
 JU0184'A DRILL HOLE AT THE BOTTOM OF A 10 INCH IRON WELL ACCESS WHICH
 JU0184'IS HAD THROUGH A 8-INCH IRON COVER AT THE CONCRETE BASE OF THE
 JU0184'SHIP BOTTOM STAND PIPE.
 JU0184
 JU0184                          STATION RECOVERY (1985)
 JU0184
 JU0184'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2672 ***********************************************************************
 JU2672  DESIGNATION -  BEACH HAVEN
 JU2672  PID         -  JU2672
 JU2672  STATE/COUNTY-  NJ/OCEAN
 JU2672  USGS QUAD   -  BEACH HAVEN (1977)
 JU2672
 JU2672                         *CURRENT SURVEY CONTROL
 JU2672  ___________________________________________________________________
 JU2672* NAD 83(1996)-  39 33 47.76602(N)    074 14 30.31923(W)     ADJUSTED  
 JU2672* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2672  ___________________________________________________________________
 JU2672  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 JU2672  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JU2672
 JU2672  HORZ ORDER  -  FIRST
 JU2672
 JU2672.The horizontal coordinates were established by classical geodetic methods
 JU2672.and adjusted by the National Geodetic Survey in September 1999..
 JU2672
 JU2672.The orthometric height was scaled from a topographic map.
 JU2672
 JU2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2672
 JU2672.The geoid height was determined by GEOID03.
 JU2672
 JU2672;                    North         East     Units Scale Factor Converg.
 JU2672;SPC NJ       -    81,060.600   172,190.149   MT  0.99990606   +0 09 52.1
 JU2672;SPC NJ       -   265,946.32    564,927.18   sFT  0.99990606   +0 09 52.1
 JU2672;UTM  18      - 4,379,560.625   565,134.345   MT  0.99965223   +0 28 58.7
 JU2672
 JU2672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2672!SPC NJ       -   1.00000505  x   0.99990606  =   0.99991111
 JU2672!UTM  18      -   1.00000505  x   0.99965223  =   0.99965728
 JU2672
 JU2672|---------------------------------------------------------------------|
 JU2672| PID    Reference Object                     Distance      Geod. Az  |
 JU2672|                                                           dddmmss.s |
 JU2672| CB1242 BEACH HAVEN RM 1                     74.411 METERS 02405     |
 JU2672| CB1243 BEACH HAVEN RM 2                                   11348     |
 JU2672| CB1244 BEACH HAVEN RM 3                     44.800 METERS 13924     |
 JU2672| JU0112 GRETNA                              APPROX.18.0 KM 2805238.5 |
 JU2672|---------------------------------------------------------------------|
 JU2672
 JU2672                          SUPERSEDED SURVEY CONTROL
 JU2672
 JU2672  NAD 83(1986)-  39 33 47.75788(N)    074 14 30.31235(W) AD(       ) 1
 JU2672  NAD 27      -  39 33 47.33100(N)    074 14 31.81000(W) AD(       ) 1
 JU2672
 JU2672.Superseded values are not recommended for survey control.
 JU2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2672.See file dsdata.txt to determine how the superseded data were derived.
 JU2672
 JU2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6513479561(NAD 83)
 JU2672_MARKER: DS = TRIANGULATION STATION DISK
 JU2672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2672
 JU2672  HISTORY     - Date     Condition        Report By
 JU2672  HISTORY     - 1932     MONUMENTED       CGS
 JU2672  HISTORY     - 1937     GOOD             NJGS
 JU2672  HISTORY     - 1950     GOOD             CGS
 JU2672  HISTORY     - 1962     SEE DESCRIPTION  CGS
 JU2672  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JU2672
 JU2672                          STATION DESCRIPTION
 JU2672
 JU2672'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2672'STATION IS LOCATED ON TOWN PROPERTY JUST TO THE W OF THE WATER TANK
 JU2672'AT BEACH HAVEN.  IN LINE WITH THE MAIN TRACK OF THE RAILROAD TO THE
 JU2672'N.  ABOUT 50 YARDS NW OF THE WATER TANK AND THE SAME DISTANCE
 JU2672'N OF PUMP HOUSE.
 JU2672'
 JU2672'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2672'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, 11A, AND 11C.
 JU2672'
 JU2672'REFERENCE MARK NO. 1 IS 244.13 FEET N OF STATION.  SET IN A
 JU2672'DRILL HOLE IN THE CONCRETE LOADING PLATFORM OF A FISH PACKING
 JU2672'PLANT.  REFERENCE MARK NO. 2 IS AT THE E END OF THE STREET
 JU2672'LEADING FROM THE STATION.  ABOUT 0.25 MILE E OF STATION.  3 METERS
 JU2672'E OF CURBING.  AT INTERSECTION OF ATLANTIC AND ENGLESIDE
 JU2672'AVENUES.  REFERENCE MARK NO. 3 IS 44.8 METERS SE OF STATION.  IN
 JU2672'A CONCRETE BASE.
 JU2672'
 JU2672'HEIGHT OF SIGNAL ABOVE STATION MARK - 28 METERS.
 JU2672
 JU2672                          STATION RECOVERY (1937)
 JU2672
 JU2672'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1937
 JU2672'REFERENCE MARK NO. 2 - BEACH HAVEN WAS USED AS A MONUMENT BY THE
 JU2672'N.J. GEOD. S.  IT IS A STANDARD DISK REFERENCE MARK, SET IN
 JU2672'CONCRETE, AT THE E END OF THE STREET LEADING FROM THE STATION,
 JU2672'ABOUT 0.25 MILE E OF THE STATION.  3 METERS E OF CURBING.  AT
 JU2672'INTERSECTION OF ATLANTIC AND ENGLESIDE AVENUES.  COMPANION
 JU2672'MONUMENT 8206 IS 1748.76 FEET S.  COMPANION MONUMENT 8205
 JU2672'IS 1949.81 FEET S.
 JU2672'
 JU2672'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 JU2672'DESCRIBED IN NOTE 1A.
 JU2672
 JU2672                          STATION RECOVERY (1950)
 JU2672
 JU2672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2672'STATION MONUMENT IS NOW COVERED WITH NEW ROAD PAVING.  R.M. 1 IS
 JU2672'NOW COVERED WITH A NEW CONCRETE SURFACE.  R.M. 2 IS AT THE E END
 JU2672'OF THE STREET LEADING E FROM THE STATION, 3 METERS E OF THE
 JU2672'E EDGE OF ATLANTIC AVENUE, 8.2 METERS N OF THE N EDGE OF
 JU2672'ENGLESIDE AVENUE, 21.0 METERS NE OF THE CENTER LINE INTERSECTION
 JU2672'OF ENGLESIDE AND ATLANTIC AVENUES.
 JU2672
 JU2672                          STATION RECOVERY (1962)
 JU2672
 JU2672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2672'THE STATION IS LOST BENEATH THE PAVEMENT, OR OUT.  RM 1 IS
 JU2672'DESTROYED.  RM 2 IS DESTROYED.  RM 3 IS LOST, A BENCH MARK WAS THE
 JU2672'ONLY DISK TO BE FOUND IN ANY CONCRETE BASE IN THE AREA.
 JU2672
 JU2672                          STATION RECOVERY (1988)
 JU2672
 JU2672'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU2672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0205 ***********************************************************************
 JU0205  DESIGNATION -  BEACH HAVEN 2
 JU0205  PID         -  JU0205
 JU0205  STATE/COUNTY-  NJ/OCEAN
 JU0205  USGS QUAD   -  BEACH HAVEN (1977)
 JU0205
 JU0205                         *CURRENT SURVEY CONTROL
 JU0205  ___________________________________________________________________
 JU0205* NAD 83(1996)-  39 33 47.32725(N)    074 14 32.34326(W)     ADJUSTED  
 JU0205* NAVD 88     -         1.031  (meters)       3.38   (feet)  ADJUSTED  
 JU0205  ___________________________________________________________________
 JU0205  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 JU0205  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JU0205  DYNAMIC HT  -           1.030 (meters)       3.38  (feet)  COMP
 JU0205  MODELED GRAV-     980,136.2   (mgal)                       NAVD 88
 JU0205
 JU0205  HORZ ORDER  -  SECOND
 JU0205  VERT ORDER  -  FIRST     CLASS I
 JU0205
 JU0205.The horizontal coordinates were established by classical geodetic methods
 JU0205.and adjusted by the National Geodetic Survey in September 1999..
 JU0205
 JU0205.The orthometric height was determined by differential leveling
 JU0205.and adjusted by the National Geodetic Survey in April 1997..
 JU0205
 JU0205.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0205
 JU0205.The geoid height was determined by GEOID03.
 JU0205
 JU0205.The dynamic height is computed by dividing the NAVD 88
 JU0205.geopotential number by the normal gravity value computed on the
 JU0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0205.degrees latitude (g = 980.6199 gals.).
 JU0205
 JU0205.The modeled gravity was interpolated from observed gravity values.
 JU0205
 JU0205;                    North         East     Units Scale Factor Converg.
 JU0205;SPC NJ       -    81,046.931   172,141.877   MT  0.99990603   +0 09 50.9
 JU0205;SPC NJ       -   265,901.47    564,768.81   sFT  0.99990603   +0 09 50.9
 JU0205;UTM  18      - 4,379,546.692   565,086.162   MT  0.99965215   +0 28 57.4
 JU0205
 JU0205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0205!SPC NJ       -   1.00000514  x   0.99990603  =   0.99991117
 JU0205!UTM  18      -   1.00000514  x   0.99965215  =   0.99965729
 JU0205
 JU0205|---------------------------------------------------------------------|
 JU0205| PID    Reference Object                     Distance      Geod. Az  |
 JU0205|                                                           dddmmss.s |
 JU0205| JU0203 BEACH HAVEN 2 RM 5                   37.625 METERS 00047     |
 JU0205| JU2670 LITTLE EGG WATERWAY LIGHT 53        APPROX. 2.8 KM 0164243.6 |
 JU0205| JU0202 BEACH HAVEN AZ MK 2                                0281511.8 |
 JU0205| JU2671 LONG BEACH WATER WKS STANDPIPE      APPROX. 3.0 KM 0305959.5 |
 JU0205| JU2674 BEACH HAVEN TANK NEW 1975            56.388 METERS 09358     |
 JU0205| JU2673 BEACH HAVEN WATER TANK               99.818 METERS 10346     |
 JU0205| JU0206 BEACH HAVEN 2 RM 4                   24.576 METERS 12727     |
 JU0205| JU2718 HOLGATE COAST GUARD LOT             APPROX. 3.8 KM 2053912.7 |
 JU0205| JU2716 HOLGATE WATER TANK                  APPROX. 3.6 KM 2092512.6 |
 JU0205| JU2715 LITTLE EGG WATERWAY LIGHT 79        APPROX. 3.2 KM 2181645.2 |
 JU0205| JU2704 LITTLE EGG WATERWAY LIGHT 75        APPROX. 1.6 KM 2362530.9 |
 JU0205| JU2746 WARREN GROVE FAA RADIO TOWER        APPROX.24.2 KM 3282612.0 |
 JU0205|---------------------------------------------------------------------|
 JU0205
 JU0205                          SUPERSEDED SURVEY CONTROL
 JU0205
 JU0205  NAD 83(1986)-  39 33 47.31925(N)    074 14 32.33599(W) AD(       ) 2
 JU0205  NAD 27      -  39 33 46.89080(N)    074 14 33.83650(W) AD(       ) 2
 JU0205  NAVD 88 (06/15/91)    1.099  (m)            3.61   (f) UNKNOWN     1 1
 JU0205  NGVD 29 (??/??/??)    1.481  (m)            4.86   (f) ADJUSTED    1 1
 JU0205
 JU0205.Superseded values are not recommended for survey control.
 JU0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0205.See file dsdata.txt to determine how the superseded data were derived.
 JU0205
 JU0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6508679547(NAD 83)
 JU0205_MARKER: DS = TRIANGULATION STATION DISK
 JU0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0205_SP_SET: CONCRETE POST
 JU0205_STAMPING: BEACH HAVEN 2 1962
 JU0205_MARK LOGO: CGS   
 JU0205_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0205+STABILITY: SURFACE MOTION
 JU0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0205+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1996
 JU0205
 JU0205  HISTORY     - Date     Condition        Report By
 JU0205  HISTORY     - 1962     MONUMENTED       CGS
 JU0205  HISTORY     - 1964     GOOD             CGS
 JU0205  HISTORY     - 1975     GOOD             NGS
 JU0205  HISTORY     - 1988     GOOD             USPSQD
 JU0205  HISTORY     - 19900807 GOOD             NJGS
 JU0205  HISTORY     - 19960723 GOOD             NJGS
 JU0205
 JU0205                          STATION DESCRIPTION
 JU0205
 JU0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU0205'THE STATION IS NEAR THE BEACH HAVEN WATER TANK, SOUTH OF THE
 JU0205'INTERSECTION OF ENGLESIDE AVENUE AND DELAWARE AVENUE IN BEACH
 JU0205'HAVEN ON LONG BEACH ISLAND AND IS ON CITY PROPERTY.  IT IS 55 FEET
 JU0205'SOUTHWEST OF A PARKING LOT POWER POLE, 47 FEET NORTHWEST OF A
 JU0205'POWER POLE, 39 FEET SOUTHEAST OF THE CENTERLINE OF DELAWARE
 JU0205'AVENUE, 19 FEET SOUTHEAST OF A TELEPHONE POLE, 13 FEET NORTHEAST
 JU0205'OF A WITNESS POST AND PALEN FENCE, SET INSIDE OF A WATER METER
 JU0205'WITH COVER AND IS NEAR THE WEST CORNER OF THE CITY PARKING
 JU0205'LOT.  IT IS SET 3 INCHES BELOW THE PAVED SURFACE OF THE
 JU0205'PARKING LOT AND THE DISK IS STAMPED BEACH HAVEN 2 1962.
 JU0205'
 JU0205'REFERENCE MARK 4 IS 119 FEET SOUTHEAST OF THE CENTERLINE OF
 JU0205'DELAWARE AVENUE, 35 FEET NORTHWEST OF THE NORTH CORNER OF A
 JU0205'STUCCO BUILDING, 35 FEET EAST-SOUTHEAST OF THE POWER POLE AND
 JU0205'6 INCHES NORTHEAST OF THE PALEN FENCE.  THE MONUMENT IS FLUSH AND
 JU0205'THE DISK IS STAMPED BEACH HAVEN 2 NO 4 1962.
 JU0205'
 JU0205'REFERENCE MARK 5 IS 56 FEET SOUTHWEST OF THE CENTERLINE OF
 JU0205'ENGLESIDE AVENUE, 19 FEET NORTHWEST OF THE CENTERLINE OF
 JU0205'DELAWARE AVENUE AND 6 FEET SOUTHWEST OF POWER POLE NUMBER
 JU0205'37054.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JU0205'BEACH HAVEN 2 NO 5 1962
 JU0205'
 JU0205'THE AZIMUTH MARK IS 43 FEET SOUTHEAST OF A T-INTERSECTION
 JU0205'FORMED BY FIFTH STREET AND DELAWARE AVENUE, 33 FEET SOUTHWEST
 JU0205'OF THE CENTERLINE OF FIFTH STREET, 27 FEET SOUTHEAST OF THE
 JU0205'CENTERLINE OF DELAWARE AVENUE AND 10 FEET EAST OF A WITNESS
 JU0205'POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JU0205'BEACH HAVEN 2 1962.
 JU0205'
 JU0205'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON
 JU0205'DELAWARE AVENUE FOR 0.4 MILE TO FIFTH STREET AND THE MARK ON
 JU0205'THE RIGHT.
 JU0205'
 JU0205'HEIGHT OF LIGHT ABOVE STATION MARK 33.46 METERS.
 JU0205
 JU0205                          STATION RECOVERY (1964)
 JU0205
 JU0205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0205'AT BEACH HAVEN.
 JU0205'ON LONG BEACH ISLAND, AT BEACH HAVEN, 0.3 MILE SOUTHWEST
 JU0205'ALONG BAY AVENUE FROM THE BEACH HAVEN POST OFFICE, THENCE ABOUT
 JU0205'160 YARDS NORTHWEST ALONG ENGLESIDE AVENUE, 165 FEET SOUTHWEST
 JU0205'OF THE CENTER LINE OF ENGLESIDE AVENUE, 164 FEET WEST OF THE
 JU0205'CENTER OF WEST LEG OF THE WATER TOWER, ON CITY PROPERTY, 19
 JU0205'FEET SOUTHEAST OF THE CENTER LINE OF DELAWARE AVENUE, IN THE
 JU0205'PARKING LOT, 19.5 FEET SOUTH-SOUTHEAST OF CABLE POLE BT 103BH,
 JU0205'1.5 FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP
 JU0205'OF A CONCRETE WHICH IS ABOUT 3 INCHES BELOW THE LEVEL OF THE
 JU0205'PARKING ACCESS WHICH IS HAD THROUGH A 12 INCH IRON COVER.
 JU0205
 JU0205                          STATION RECOVERY (1975)
 JU0205
 JU0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JDS)
 JU0205'STATION MARK, AZIMUTH MARK, R.M. 4, AND R.M. 5 RECOVERED AS
 JU0205'DESCRIBED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 JU0205'ADEQUATE.
 JU0205'
 JU0205'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU0205'IN BEACH HAVEN.
 JU0205
 JU0205                          STATION RECOVERY (1988)
 JU0205
 JU0205'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU0205'RECOVERED IN GOOD CONDITION.
 JU0205
 JU0205                          STATION RECOVERY (1990)
 JU0205
 JU0205'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0205'THE STATION IS LOCATED ON LONG BEACH ISLAND, IN THE BOROUGH OF BEACH
 JU0205'HAVEN. TO REACH THE STATION FROM THE BEACH HAVEN POST OFFICE PROCEED
 JU0205'0.3 MI (0.5 KM) SOUTHWEST ALONG BAY AVENUE, TO THE JUNCTION WITH
 JU0205'ENGLESIDE AVENUE,  THENCE ABOUT 160 YARDS NORTHWEST ALONG ENGLESIDE
 JU0205'AVENUE, 165 FT (50.3 M) SOUTHWEST OF THE CENTERLINE OF ENGLESIDE
 JU0205'AVENUE, 164 FT (50.0 M) WEST OF THE CENTER OF THE WEST LEG OF THE
 JU0205'WATER TOWER, ON CITY PROPERTY, 38.2 FT (11.6 M) SOUTHEAST OF THE
 JU0205'CENTERLINE OF DELAWARE AVENUE, IN THE PARKING LOT, 19.5 FT (5.9 M)
 JU0205'SOUTH SOUTHEAST OF GUY POLE BT 103 BH, 57.9 FT (17.6 M) SOUTHEAST OF
 JU0205'POLE P25757, 16 FT (4.9 M) NORTHEAST OF A 6 FT (1.8 M) HIGH WOODEN
 JU0205'FENCE CORNER AND 0.4 FT (0.1 M) BELOW THE PAVEMENT IN A 12 INCH IRON
 JU0205'BOX.
 JU0205
 JU0205                          STATION RECOVERY (1996)
 JU0205
 JU0205'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (RJK)
 JU0205'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS
 JU0205'LOCATED IN LONG BEACH TOWNSHIP IN THE BOROUGH OF BEACH HAVEN.  TO
 JU0205'REACH THE STATION FROM THE INTERSECTION OF 9TH STREET, THE EASTBOUND
 JU0205'LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE BOROUGH OF
 JU0205'SHIP BOTTOM, GO SOUTHWEST ON LONG BEACH BOULEVARD FOR FOR 7.0 MI (11.3
 JU0205'KM) TO THE INTERSECTION WITH ENGLESIDE AVENUE.  TURN RIGHT AND GO
 JU0205'NORTHWEST ON ENGLESIDE AVENUE FOR ABOUT 0.2 MI (0.3 KM) TO THE
 JU0205'INTERSECTION WITH DELAWARE AVENUE.  TURN LEFT AND GO SOUTHWEST ON
 JU0205'DELAWARE AVENUE FOR ABOUT 150 FT (45.7 M) TO THE STATION ON THE LEFT,
 JU0205'SET ABOUT 0.2 FT (6.1 CM) BELOW THE GROUND IN AN IRON WATER METER BOX
 JU0205'AT THE SOUTHWEST CORNER OF A MUNICIPAL PARKING LOT.  THE STATION IS 16
 JU0205'FT (4.9 M) NORTHEAST FROM THE NORTHEAST CORNER OF A 6 FT (1.8 M) HIGH
 JU0205'STOCKADE FENCE ENCLOSING THE MUNICIPAL PUBLIC WORKS DEPARTMENT
 JU0205'EQUIPMENT STORAGE FACILITY, 58.1 FT (17.7 M) SOUTHEAST FROM POLE
 JU0205'NUMBER P25757 AND ABOUT 165 FT (50.3 M) WEST FROM THE WEST LEG OF THE
 JU0205'BEACH HAVEN WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0206 ***********************************************************************
 JU0206  DESIGNATION -  BEACH HAVEN 2 RM 4
 JU0206  PID         -  JU0206
 JU0206  STATE/COUNTY-  NJ/OCEAN
 JU0206  USGS QUAD   -  BEACH HAVEN (1977)
 JU0206
 JU0206                         *CURRENT SURVEY CONTROL
 JU0206  ___________________________________________________________________
 JU0206* NAD 83(1986)-  39 33 46.     (N)    074 14 32.     (W)     SCALED    
 JU0206* NAVD 88     -         1.126  (meters)       3.69   (feet)  ADJUSTED  
 JU0206  ___________________________________________________________________
 JU0206  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JU0206  DYNAMIC HT  -           1.126 (meters)       3.69  (feet)  COMP
 JU0206  MODELED GRAV-     980,136.1   (mgal)                       NAVD 88
 JU0206
 JU0206  VERT ORDER  -  FIRST     CLASS I
 JU0206
 JU0206.The horizontal coordinates were scaled from a topographic map and have
 JU0206.an estimated accuracy of +/- 6 seconds.
 JU0206
 JU0206.The orthometric height was determined by differential leveling
 JU0206.and adjusted by the National Geodetic Survey in June 1991..
 JU0206
 JU0206.The geoid height was determined by GEOID03.
 JU0206
 JU0206.The dynamic height is computed by dividing the NAVD 88
 JU0206.geopotential number by the normal gravity value computed on the
 JU0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0206.degrees latitude (g = 980.6199 gals.).
 JU0206
 JU0206.The modeled gravity was interpolated from observed gravity values.
 JU0206
 JU0206;                    North         East    Units  Estimated Accuracy
 JU0206;SPC NJ       -    81,010.      172,150.      MT  (+/- 180 meters Scaled)
 JU0206
 JU0206                          SUPERSEDED SURVEY CONTROL
 JU0206
 JU0206  NGVD 29 (??/??/??)    1.509  (m)            4.95   (f) ADJUSTED    1 1
 JU0206
 JU0206.Superseded values are not recommended for survey control.
 JU0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0206.See file dsdata.txt to determine how the superseded data were derived.
 JU0206
 JU0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ650795(NAD 83)
 JU0206_MARKER: DR = REFERENCE MARK DISK
 JU0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0206_STAMPING: BEACH HAVEN 2 NO 4 1962
 JU0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0206+STABILITY: SURFACE MOTION
 JU0206
 JU0206  HISTORY     - Date     Condition        Report By
 JU0206  HISTORY     - 1962     MONUMENTED       CGS
 JU0206  HISTORY     - 1964     GOOD             CGS
 JU0206  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0206  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JU0206
 JU0206                          STATION DESCRIPTION
 JU0206
 JU0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0206'AT BEACH HAVEN.
 JU0206'ON LONG BEACH ISLAND, AT BEACH HAVEN, 0.3 MILE SOUTHWEST
 JU0206'ALONG BAY AVENUE FROM THE BEACH HAVEN POST OFFICE, THENCE 135
 JU0206'YARDS NORTHWEST ALONG ENGLESIDE AVENUE, AT THE PARKING LOT AT
 JU0206'THE CITY WATER TOWER, 177 FEET SOUTHWEST OF AND ACROSS ENGLESIDE
 JU0206'AVENUE, 100 FEET WEST OF THE CENTER OF THE WEST LEG OF THE WATER
 JU0206'TOWER, 35.8 FEET NORTHWEST OF THE NORTH CORNER OF THE BUILDING,
 JU0206'119 FEET SOUTHEAST OF THE CENTER LINE OF DELAWARE AVENUE, 0.5
 JU0206'FOOT NORTHEAST OF A FENCE, 80.6 FEET SOUTHEAST OF STATION
 JU0206'BEACH HAVEN 2 DESCRIBED, 183.3 FEET SOUTH OF AND ACROSS DELAWARE
 JU0206'AVENUE FROM R.M. 5 DESCRIBED, ABOUT LEVEL WITH THE PARKING LOT
 JU0206'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 JU0206
 JU0206                          STATION RECOVERY (1985)
 JU0206
 JU0206'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0206'MARK NOT FOUND.
 JU0206
 JU0206                          STATION RECOVERY (1988)
 JU0206
 JU0206'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0203 ***********************************************************************
 JU0203  DESIGNATION -  BEACH HAVEN 2 RM 5
 JU0203  PID         -  JU0203
 JU0203  STATE/COUNTY-  NJ/OCEAN
 JU0203  USGS QUAD   -  BEACH HAVEN (1977)
 JU0203
 JU0203                         *CURRENT SURVEY CONTROL
 JU0203  ___________________________________________________________________
 JU0203* NAD 83(1986)-  39 33 45.     (N)    074 14 34.     (W)     SCALED    
 JU0203* NAVD 88     -         1.054  (meters)       3.46   (feet)  ADJUSTED  
 JU0203  ___________________________________________________________________
 JU0203  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JU0203  DYNAMIC HT  -           1.053 (meters)       3.45  (feet)  COMP
 JU0203  MODELED GRAV-     980,136.1   (mgal)                       NAVD 88
 JU0203
 JU0203  VERT ORDER  -  FIRST     CLASS I
 JU0203
 JU0203.The horizontal coordinates were scaled from a topographic map and have
 JU0203.an estimated accuracy of +/- 6 seconds.
 JU0203
 JU0203.The orthometric height was determined by differential leveling
 JU0203.and adjusted by the National Geodetic Survey in April 1997..
 JU0203
 JU0203.The geoid height was determined by GEOID03.
 JU0203
 JU0203.The dynamic height is computed by dividing the NAVD 88
 JU0203.geopotential number by the normal gravity value computed on the
 JU0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0203.degrees latitude (g = 980.6199 gals.).
 JU0203
 JU0203.The modeled gravity was interpolated from observed gravity values.
 JU0203
 JU0203;                    North         East    Units  Estimated Accuracy
 JU0203;SPC NJ       -    80,980.      172,100.      MT  (+/- 180 meters Scaled)
 JU0203
 JU0203                          SUPERSEDED SURVEY CONTROL
 JU0203
 JU0203  NAVD 88 (06/15/91)    1.094  (m)            3.59   (f) UNKNOWN     1 1
 JU0203  NGVD 29 (??/??/??)    1.476  (m)            4.84   (f) ADJUSTED    1 1
 JU0203
 JU0203.Superseded values are not recommended for survey control.
 JU0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0203.See file dsdata.txt to determine how the superseded data were derived.
 JU0203
 JU0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ650794(NAD 83)
 JU0203_MARKER: DR = REFERENCE MARK DISK
 JU0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0203_STAMPING: BEACH HAVEN 2 NO 5 1962
 JU0203_MARK LOGO: CGS   
 JU0203_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0203+STABILITY: SURFACE MOTION
 JU0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0203+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1996
 JU0203
 JU0203  HISTORY     - Date     Condition        Report By
 JU0203  HISTORY     - 1962     MONUMENTED       CGS
 JU0203  HISTORY     - 1964     GOOD             CGS
 JU0203  HISTORY     - 1988     GOOD             USPSQD
 JU0203  HISTORY     - 19960723 GOOD             NJGS
 JU0203
 JU0203                          STATION DESCRIPTION
 JU0203
 JU0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0203'AT BEACH HAVEN.
 JU0203'ON LONG BEACH ISLAND, AT BEACH HAVEN, 0.3 MILE SOUTHWEST ALONG
 JU0203'BAY AVENUE FROM THE BEACH HAVEN POST OFFICE, THENCE ABOUT 0.1
 JU0203'MILE NORTHWEST ALONG ENGLESIDE AVENUE, NEAR THE INTERSECTION OF
 JU0203'DELAWARE AVENUE, 201.0 FEET NORTH-NORTHWEST OF AND ACROSS DELAWARE
 JU0203'AVENUE FROM THE CENTER OF THE NORTH LEG OF WATER TOWER, 55.0
 JU0203'FEET SOUTHWEST OF THE CENTER LINE OF ENGLESIDE AVENUE, 21.0
 JU0203'FEET NORTHWEST OF THE CENTER LINE OF DELAWARE, 5.5 FEET
 JU0203'SOUTHWEST OF POWER POLE 37054, 123.4 FEET NORTH-NORTHEAST OF
 JU0203'AND ACROSS DELAWARE AVENUE FROM BEACH HAVEN 2 DESCRIBED, 183.0
 JU0203'FEET NORTH OF AND ACROSS DELAWARE AVENUE FROM R.M. 4 DESCRIBED,
 JU0203'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JU0203
 JU0203                          STATION RECOVERY (1988)
 JU0203
 JU0203'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU0203'RECOVERED IN GOOD CONDITION.
 JU0203
 JU0203                          STATION RECOVERY (1996)
 JU0203
 JU0203'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (RJK)
 JU0203'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS
 JU0203'LOCATED IN LONG BEACH TOWNSHIP IN THE BOROUGH OF BEACH HAVEN.  TO
 JU0203'REACH THE STATION FROM THE INTERSECTION OF 9TH STREET, THE EASTBOUND
 JU0203'LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE BOROUGH OF
 JU0203'SHIP BOTTOM, GO SOUTHWEST ON LONG BEACH BOULEVARD FOR FOR 7.0 MI (11.3
 JU0203'KM) TO THE INTERSECTION WITH ENGLESIDE AVENUE.  TURN RIGHT AND GO
 JU0203'NORTHWEST ON ENGLESIDE AVENUE FOR ABOUT 0.2 MI (0.3 KM) TO THE
 JU0203'INTERSECTION WITH DELAWARE AVENUE AND THE STATION ON THE LEFT, FOUND
 JU0203'ABOUT 0.1 FT (3.0 CM) BELOW THE GROUND AT THE WEST CORNER OF THE
 JU0203'INTERSECTION.  THE STATION IS 56.5 FT (17.2 M) SOUTHWEST FROM THE
 JU0203'CENTERLINE OF ENGLESIDE AVENUE, 18.6 FT (5.7 M) NORTHEAST FROM THE
 JU0203'CENTERLINE OF DELAWARE AVENUE, 4.2 FT (1.3 M) SOUTH SOUTHWEST FROM
 JU0203'POLE NUMBER P37054, 35.5 FT (10.8 M) EAST FROM THE EAST CORNER OF A
 JU0203'GARAGE FOR HOUSE NUMBER 100 ON DELAWARE AVENUE, 53.0 FT (16.2 M) WEST
 JU0203'NORTHWEST FROM A FIRE HYDRANT AND 15.5 FT (4.7 M) SOUTHWEST FROM A
 JU0203'STREET SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0202 ***********************************************************************
 JU0202  DESIGNATION -  BEACH HAVEN AZ MK 2
 JU0202  PID         -  JU0202
 JU0202  STATE/COUNTY-  NJ/OCEAN
 JU0202  USGS QUAD   -  BEACH HAVEN (1977)
 JU0202
 JU0202                         *CURRENT SURVEY CONTROL
 JU0202  ___________________________________________________________________
 JU0202* NAD 83(1986)-  39 33 52.     (N)    074 14 13.     (W)     SCALED    
 JU0202* NAVD 88     -         0.993  (meters)       3.26   (feet)  ADJUSTED  
 JU0202  ___________________________________________________________________
 JU0202  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JU0202  DYNAMIC HT  -           0.992 (meters)       3.25  (feet)  COMP
 JU0202  MODELED GRAV-     980,136.3   (mgal)                       NAVD 88
 JU0202
 JU0202  VERT ORDER  -  FIRST     CLASS I
 JU0202
 JU0202.The horizontal coordinates were scaled from a topographic map and have
 JU0202.an estimated accuracy of +/- 6 seconds.
 JU0202
 JU0202.The orthometric height was determined by differential leveling
 JU0202.and adjusted by the National Geodetic Survey in April 1997..
 JU0202
 JU0202.The geoid height was determined by GEOID03.
 JU0202
 JU0202.The dynamic height is computed by dividing the NAVD 88
 JU0202.geopotential number by the normal gravity value computed on the
 JU0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0202.degrees latitude (g = 980.6199 gals.).
 JU0202
 JU0202.The modeled gravity was interpolated from observed gravity values.
 JU0202
 JU0202;                    North         East    Units  Estimated Accuracy
 JU0202;SPC NJ       -    81,190.      172,600.      MT  (+/- 180 meters Scaled)
 JU0202
 JU0202                          SUPERSEDED SURVEY CONTROL
 JU0202
 JU0202  NAVD 88 (06/15/91)    1.067  (m)            3.50   (f) UNKNOWN     1 1
 JU0202  NGVD 29 (??/??/??)    1.449  (m)            4.75   (f) ADJUSTED    1 1
 JU0202
 JU0202.Superseded values are not recommended for survey control.
 JU0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0202.See file dsdata.txt to determine how the superseded data were derived.
 JU0202
 JU0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ655796(NAD 83)
 JU0202_MARKER: DZ = AZIMUTH MARK DISK
 JU0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0202_STAMPING: BEACH HAVEN 2 1962
 JU0202_MARK LOGO: CGS   
 JU0202_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0202+STABILITY: SURFACE MOTION
 JU0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0202+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1996
 JU0202
 JU0202  HISTORY     - Date     Condition        Report By
 JU0202  HISTORY     - 1962     MONUMENTED       CGS
 JU0202  HISTORY     - 1964     GOOD             CGS
 JU0202  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0202  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JU0202  HISTORY     - 19960724 GOOD             NJGS
 JU0202  HISTORY     - 20060616 GOOD             GEOCAC
 JU0202
 JU0202                          STATION DESCRIPTION
 JU0202
 JU0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0202'AT BEACH HAVEN.
 JU0202'ON LONG BEACH ISLAND, AT BEACH HAVEN, AT THE JUNCTION OF 5TH
 JU0202'STREET AND DELAWARE AVENUE, 33.0 FEET SOUTHWEST OF THE CENTER
 JU0202'LINE OF 5TH STREET, 31.0 FEET SOUTHEAST OF THE CENTER LINE
 JU0202'OF DELAWARE AVENUE, 13.3 FEET EAST OF A STREET MARKER SIGN, 2.2
 JU0202'FEET WEST-SOUTHWEST OF THE WEST CORNER OF A DRAIN, 10.5 FEET
 JU0202'EAST-SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH 5TH
 JU0202'STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 JU0202
 JU0202                          STATION RECOVERY (1985)
 JU0202
 JU0202'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0202'MARK NOT FOUND.
 JU0202
 JU0202                          STATION RECOVERY (1988)
 JU0202
 JU0202'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU0202'MARK NOT FOUND.
 JU0202
 JU0202                          STATION RECOVERY (1996)
 JU0202
 JU0202'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (RJK)
 JU0202'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS
 JU0202'LOCATED IN LONG BEACH TOWNSHIP IN THE BOROUGH OF BEACH HAVEN.  TO
 JU0202'REACH THE STATION FROM 9TH STREET, THE EASTBOUND LANES OF STATE ROUTE
 JU0202'72 AND LONG BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM, GO
 JU0202'SOUTHWEST ON LONG BEACH BOULEVARD FOR 6.7 MI (10.8 KM) TO THE
 JU0202'INTERSECTION WITH FIFTH STREET.  TURN RIGHT AND GO NORTHWEST ON FIFTH
 JU0202'STREET FOR ABOUT 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT, SET FLUSH
 JU0202'WITH THE GROUND AT THE SOUTH CORNER OF THE JUNCTION OF FIFTH STREET
 JU0202'AND DELAWARE AVENUE.  THE STATION IS 31.0 FT (9.4 M) SOUTHWEST FROM
 JU0202'THE CENTERLINE OF FIFTH STREET, 30.0 FT (9.1 M) SOUTHEAST FROM THE
 JU0202'CENTERLINE OF DELAWARE AVENUE, 13.0 FT (4.0 M) WEST FROM A STREET NAME
 JU0202'SIGN AND 2.2 FT (0.7 M) EAST FROM THE NORTHEAST CORNER OF AN INLET
 JU0202'CURB PIECE.
 JU0202
 JU0202                          STATION RECOVERY (2006)
 JU0202
 JU0202'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0202'HANDHELD COORDINATES ARE N39-34-01.44 W074-14-22.50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2674 ***********************************************************************
 JU2674  DESIGNATION -  BEACH HAVEN TANK NEW 1975
 JU2674  PID         -  JU2674
 JU2674  STATE/COUNTY-  NJ/OCEAN
 JU2674  USGS QUAD   -  BEACH HAVEN (1977)
 JU2674
 JU2674                         *CURRENT SURVEY CONTROL
 JU2674  ___________________________________________________________________
 JU2674* NAD 83(1996)-  39 33 47.20072(N)    074 14 29.98671(W)     ADJUSTED  
 JU2674* NAVD 88     -                                                        
 JU2674  ___________________________________________________________________
 JU2674  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 JU2674  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JU2674
 JU2674  HORZ ORDER  -  THIRD
 JU2674
 JU2674.The horizontal coordinates were established by classical geodetic methods
 JU2674.and adjusted by the National Geodetic Survey in September 1999..
 JU2674
 JU2674
 JU2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2674
 JU2674.The geoid height was determined by GEOID03.
 JU2674
 JU2674;                    North         East     Units Scale Factor Converg.
 JU2674;SPC NJ       -    81,043.191   172,198.136   MT  0.99990606   +0 09 52.4
 JU2674;SPC NJ       -   265,889.20    564,953.38   sFT  0.99990606   +0 09 52.4
 JU2674;UTM  18      - 4,379,543.265   565,142.427   MT  0.99965224   +0 28 58.9
 JU2674
 JU2674                          SUPERSEDED SURVEY CONTROL
 JU2674
 JU2674  NAD 83(1986)-  39 33 47.19270(N)    074 14 29.97945(W) AD(       ) 4
 JU2674  NAD 27      -  39 33 46.76402(N)    074 14 31.48005(W) AD(       ) 3
 JU2674
 JU2674.Superseded values are not recommended for survey control.
 JU2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2674.See file dsdata.txt to determine how the superseded data were derived.
 JU2674
 JU2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6514279543(NAD 83)
 JU2674_MARKER: 51 = TANK
 JU2674
 JU2674  HISTORY     - Date     Condition        Report By
 JU2674  HISTORY     - 1975     FIRST OBSERVED   NGS
 JU2674  HISTORY     - 19970701 GOOD             USPSQD
 JU2674
 JU2674                          STATION DESCRIPTION
 JU2674
 JU2674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (FRG)
 JU2674'POSITION DETERMINED BY TRAVERSE FROM STATION BEACH HAVEN 2 1962.
 JU2674'
 JU2674'THE STATION IS LOCATED SOUTH OF THE INTERSECTION OF ENGLESIDE
 JU2674'AVENUE AND DELEWARE AVENUE IN BEACH HAVEN ON LONG BEACH ISLAND
 JU2674'AND IS ON CITY PROPERTY.
 JU2674
 JU2674                          STATION RECOVERY (1997)
 JU2674
 JU2674'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2766 ***********************************************************************
 JU2766  DESIGNATION -  BEACH THOROFARE LIGHT 3
 JU2766  PID         -  JU2766
 JU2766  STATE/COUNTY-  NJ/ATLANTIC
 JU2766  USGS QUAD   -  ATLANTIC CITY (1994)
 JU2766
 JU2766                         *CURRENT SURVEY CONTROL
 JU2766  ___________________________________________________________________
 JU2766* NAD 83(1996)-  39 21 11.50971(N)    074 29 37.68375(W)     ADJUSTED  
 JU2766* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2766  ___________________________________________________________________
 JU2766  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 JU2766  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JU2766
 JU2766  HORZ ORDER  -  THIRD
 JU2766
 JU2766.The horizontal coordinates were established by classical geodetic methods
 JU2766.and adjusted by the National Geodetic Survey in September 1999..
 JU2766
 JU2766.The orthometric height was scaled from a topographic map.
 JU2766
 JU2766.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2766
 JU2766.The geoid height was determined by GEOID03.
 JU2766
 JU2766;                    North         East     Units Scale Factor Converg.
 JU2766;SPC NJ       -    57,708.104   150,534.260   MT  0.99990000   +0 00 14.2
 JU2766;SPC NJ       -   189,330.67    493,877.82   sFT  0.99990000   +0 00 14.2
 JU2766;UTM  18      - 4,356,094.609   543,614.013   MT  0.99962342   +0 19 15.5
 JU2766
 JU2766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2766!SPC NJ       -   1.00000529  x   0.99990000  =   0.99990529
 JU2766!UTM  18      -   1.00000529  x   0.99962342  =   0.99962871
 JU2766
 JU2766:                Primary Azimuth Mark                     Grid Az
 JU2766:SPC NJ       -  SOMERS POINT STANDPIPE                   247 24 53.9
 JU2766:UTM  18      -  SOMERS POINT STANDPIPE                   247 05 52.6
 JU2766
 JU2766|---------------------------------------------------------------------|
 JU2766| PID    Reference Object                     Distance      Geod. Az  |
 JU2766|                                                           dddmmss.s |
 JU2766| JU2839 SOMERS POINT STANDPIPE              APPROX. 9.9 KM 2472508.1 |
 JU2766| JU2826 PLEASANTVILLE WATER TANK            APPROX. 4.8 KM 3045222.0 |
 JU2766|---------------------------------------------------------------------|
 JU2766
 JU2766                          SUPERSEDED SURVEY CONTROL
 JU2766
 JU2766  NAD 83(1986)-  39 21 11.49796(N)    074 29 37.67815(W) AD(       ) 3
 JU2766  NAD 27      -  39 21 11.08000(N)    074 29 39.13000(W) AD(       ) 3
 JU2766
 JU2766.Superseded values are not recommended for survey control.
 JU2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2766.See file dsdata.txt to determine how the superseded data were derived.
 JU2766
 JU2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4361456095(NAD 83)
 JU2766_MARKER: 14 = NAVIGATION LIGHT
 JU2766
 JU2766  HISTORY     - Date     Condition        Report By
 JU2766  HISTORY     - 1950     FIRST OBSERVED   CGS
 JU2766
 JU2766                          STATION DESCRIPTION
 JU2766
 JU2766'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2791 ***********************************************************************
 JU2791  DESIGNATION -  BEACH THOROFARE LIGHT 2
 JU2791  PID         -  JU2791
 JU2791  STATE/COUNTY-  NJ/ATLANTIC
 JU2791  USGS QUAD   -  OCEANVILLE (1989)
 JU2791
 JU2791                         *CURRENT SURVEY CONTROL
 JU2791  ___________________________________________________________________
 JU2791* NAD 83(1996)-  39 23 19.90226(N)    074 26 57.53659(W)     ADJUSTED  
 JU2791* NAVD 88     -                                                        
 JU2791  ___________________________________________________________________
 JU2791  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 JU2791  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JU2791
 JU2791  HORZ ORDER  -  THIRD
 JU2791
 JU2791.The horizontal coordinates were established by classical geodetic methods
 JU2791.and adjusted by the National Geodetic Survey in September 1999..
 JU2791
 JU2791
 JU2791.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2791
 JU2791.The geoid height was determined by GEOID03.
 JU2791
 JU2791;                    North         East     Units Scale Factor Converg.
 JU2791;SPC NJ       -    61,668.491   154,366.026   MT  0.99990023   +0 01 55.8
 JU2791;SPC NJ       -   202,324.04    506,449.20   sFT  0.99990023   +0 01 55.8
 JU2791;UTM  18      - 4,360,075.053   547,422.751   MT  0.99962769   +0 20 58.1
 JU2791
 JU2791                          SUPERSEDED SURVEY CONTROL
 JU2791
 JU2791  NAD 83(1986)-  39 23 19.89154(N)    074 26 57.52825(W) AD(       ) 4
 JU2791  NAD 27      -  39 23 19.46000(N)    074 26 59.00000(W) AD(       ) 3
 JU2791
 JU2791.Superseded values are not recommended for survey control.
 JU2791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2791.See file dsdata.txt to determine how the superseded data were derived.
 JU2791
 JU2791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4742360075(NAD 83)
 JU2791_MARKER: 14 = NAVIGATION LIGHT
 JU2791
 JU2791  HISTORY     - Date     Condition        Report By
 JU2791  HISTORY     - 1950     FIRST OBSERVED   CGS
 JU2791
 JU2791                          STATION DESCRIPTION
 JU2791
 JU2791'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2788 ***********************************************************************
 JU2788  DESIGNATION -  BEACHES
 JU2788  PID         -  JU2788
 JU2788  STATE/COUNTY-  NJ/ATLANTIC
 JU2788  USGS QUAD   -  OCEANVILLE (1989)
 JU2788
 JU2788                         *CURRENT SURVEY CONTROL
 JU2788  ___________________________________________________________________
 JU2788* NAD 83(1996)-  39 23 30.33771(N)    074 26 48.06258(W)     ADJUSTED  
 JU2788* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2788  ___________________________________________________________________
 JU2788  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 JU2788  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JU2788
 JU2788  HORZ ORDER  -  THIRD
 JU2788
 JU2788.The horizontal coordinates were established by classical geodetic methods
 JU2788.and adjusted by the National Geodetic Survey in September 1999..
 JU2788
 JU2788.The orthometric height was scaled from a topographic map.
 JU2788
 JU2788.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2788
 JU2788.The geoid height was determined by GEOID03.
 JU2788
 JU2788;                    North         East     Units Scale Factor Converg.
 JU2788;SPC NJ       -    61,990.415   154,592.533   MT  0.99990026   +0 02 01.8
 JU2788;SPC NJ       -   203,380.22    507,192.34   sFT  0.99990026   +0 02 01.8
 JU2788;UTM  18      - 4,360,398.139   547,647.410   MT  0.99962795   +0 21 04.1
 JU2788
 JU2788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2788!SPC NJ       -   1.00000528  x   0.99990026  =   0.99990554
 JU2788!UTM  18      -   1.00000528  x   0.99962795  =   0.99963322
 JU2788
 JU2788:                Primary Azimuth Mark                     Grid Az
 JU2788:SPC NJ       -  RED BEACON                               096 18 14.1
 JU2788:UTM  18      -  RED BEACON                               095 59 11.8
 JU2788
 JU2788|---------------------------------------------------------------------|
 JU2788| PID    Reference Object                     Distance      Geod. Az  |
 JU2788|                                                           dddmmss.s |
 JU2788| JU2813 RED BEACON                          APPROX. 2.2 KM 0962015.9 |
 JU2788| JU2792 ATLANTIC RESET                      APPROX. 1.9 KM 1224905.6 |
 JU2788| CB1245 BEACHES RM 1                         22.357 METERS 16120     |
 JU2788| JU2789 BEACHES RM 2                         17.236 METERS 26536     |
 JU2788|---------------------------------------------------------------------|
 JU2788
 JU2788                          SUPERSEDED SURVEY CONTROL
 JU2788
 JU2788  NAD 83(1986)-  39 23 30.32700(N)    074 26 48.05421(W) AD(       ) 3
 JU2788  NAD 27      -  39 23 29.90700(N)    074 26 49.51900(W) AD(       ) 3
 JU2788
 JU2788.Superseded values are not recommended for survey control.
 JU2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2788.See file dsdata.txt to determine how the superseded data were derived.
 JU2788
 JU2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4764760398(NAD 83)
 JU2788_MARKER: DS = TRIANGULATION STATION DISK
 JU2788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2788
 JU2788  HISTORY     - Date     Condition        Report By
 JU2788  HISTORY     - 1935     MONUMENTED       CGS
 JU2788  HISTORY     - 1950     POOR             CGS
 JU2788
 JU2788                          STATION DESCRIPTION
 JU2788
 JU2788'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2788'STATION IS ABOUT 1 MILE N OF ATLANTIC CITY ON A SMALL ISLAND OF
 JU2788'MEADOW LAND.  TO THE NORTHWARD OF BEACH THOROUGHFARE, TO THE
 JU2788'WESTWARD OF THE INTRACOASTAL WATERWAY.  IN THE REACH THAT BENDS
 JU2788'NORTHWARD FROM BEACH THOROUGHFARE.  THE STATION MAY BE REACHED
 JU2788'ONLY BY BOAT OF LIGHT DRAFT, BY RUNNING FROM ATLANTIC CITY HARBOR
 JU2788'NORTHWARD THROUGH THE BRIGANTINE HIGHWAY DRAWBRIDGE, BEND LEFT
 JU2788'AND HEAD UP BEACH THOROUGHFARE, PASS A SMALL ISLAND TO
 JU2788'STARBOARD, RUN ABOUT 3/4 MILE FROM THE ISLAND TO A FORK IN THE
 JU2788'CREEK (BEACH THOROUGHFARE BENDS LEFT, A CREEK CONTINUES AHEAD),
 JU2788'A VERY SMALL CREEK MAY BE SEEN TO STARBOARD AT THIS
 JU2788'POINT THAT RUNS AT RIGHT ANGLES TO THE THOROUGHFARE.  FOLLOW
 JU2788'THIS SMALL CREEK TO 240 METERS FROM THE SHORE OF BEACH
 JU2788'THOROUGHFARE, THE STATION THEN LIES 32 METERS TO THE
 JU2788'SOUTHEASTWARD OF THE SE SHORE OF THE CREEK, AT THIS POINT OF
 JU2788'THE CREEK A SMALL CREEK ENTERS FROM THE N WESTWARD.  FROM THE
 JU2788'STATION A SMALL CREEK MOUTH IS APPROXIMATELY IN RANGE WITH THE
 JU2788'CLARIDGE HOTEL DOME.  THE STATION IS 239.6 METERS FROM THE
 JU2788'WESTERN POINT AT THIS CREEK MOUTH.  IS 65 METERS SW OF THE
 JU2788'SHORE OF A SMALL LAKE.
 JU2788'
 JU2788'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2788'CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2788'
 JU2788'REFERENCE MARK NO.1 IS ON LINE APPROXIMATELY BETWEEN STATION
 JU2788'AND CLARIDGE HOTEL DOME.  REFERENCE MARK NO. 2 IS ON RANGE
 JU2788'APPROXIMATELY STATION AND BRIGANTINE WATER TANK.
 JU2788'
 JU2788'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 JU2788
 JU2788                          STATION RECOVERY (1950)
 JU2788
 JU2788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2788'THE STATION MARK WAS RECOVERED IN POOR CONDITION.  THE CONCRETE HAS
 JU2788'CRUMBLED AND THE DISK IS HELD IN PLACE ONLY BY A 2- BY 2-INCH
 JU2788'POLE WHICH IS RIGIDLY SECURED TO TWO 2- BY 4-INCH BRACES.  IF
 JU2788'THIS SIGNAL WERE REMOVED, THE DISK WOULD BE LOOSE.  R.M. 1 IS
 JU2788'DESTROYED.  THE DISK WAS FOUND LYING LOOSE ON THE CRUMBLED
 JU2788'CONCRETE OF THE MONUMENT FOR R.M. 1.  R.M. 2 WAS RECOVERED IN
 JU2788'GOOD CONDITION.  THE DISTANCE FROM THE STATION TO R.M. 2 WAS
 JU2788'MEASURED WITH A STEEL TAPE AND FOUND TO BE CORRECT.  R.M. 2 IS
 JU2788'16.0 METERS (52.5 FEET) 125 DEG MAGNETIC AZIMUTH FROM THE E BANK
 JU2788'OF THE SMALL CREEK OPPOSITE THE SECOND AND MOST N OF TWO
 JU2788'SMALL GUTS OFF THE W SIDE OF THE CREEK.  THE ORIGINAL
 JU2788'DESCRIPTION IS ADEQUATE AND CORRECT EXCEPT THAT A 2-INCH
 JU2788'CAPPED GALVANIZED-IRON PIPE STAMPED BEACHES ECC AND
 JU2788'EXTENDING 1.5 FEET ABOVE THE SURFACE IS E 3.04 METERS (9.97
 JU2788'FEET) OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2789 ***********************************************************************
 JU2789  DESIGNATION -  BEACHES RM 2
 JU2789  PID         -  JU2789
 JU2789  STATE/COUNTY-  NJ/ATLANTIC
 JU2789  USGS QUAD   -  OCEANVILLE (1989)
 JU2789
 JU2789                         *CURRENT SURVEY CONTROL
 JU2789  ___________________________________________________________________
 JU2789* NAD 83(1996)-  39 23 30.29490(N)    074 26 48.78073(W)     ADJUSTED  
 JU2789* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2789  ___________________________________________________________________
 JU2789  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 JU2789  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JU2789
 JU2789  HORZ ORDER  -  THIRD
 JU2789
 JU2789.The horizontal coordinates were established by classical geodetic methods
 JU2789.and adjusted by the National Geodetic Survey in September 1999..
 JU2789
 JU2789.The orthometric height was scaled from a topographic map.
 JU2789
 JU2789.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2789
 JU2789.The geoid height was determined by GEOID03.
 JU2789
 JU2789;                    North         East     Units Scale Factor Converg.
 JU2789;SPC NJ       -    61,989.085   154,575.350   MT  0.99990026   +0 02 01.4
 JU2789;SPC NJ       -   203,375.86    507,135.96   sFT  0.99990026   +0 02 01.4
 JU2789;UTM  18      - 4,360,396.714   547,630.239   MT  0.99962793   +0 21 03.7
 JU2789
 JU2789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2789!SPC NJ       -   1.00000528  x   0.99990026  =   0.99990554
 JU2789!UTM  18      -   1.00000528  x   0.99962793  =   0.99963320
 JU2789
 JU2789:                Primary Azimuth Mark                     Grid Az
 JU2789:SPC NJ       -  LIGHT 100                                025 26 40.3
 JU2789:UTM  18      -  LIGHT 100                                025 07 38.0
 JU2789
 JU2789|---------------------------------------------------------------------|
 JU2789| PID    Reference Object                     Distance      Geod. Az  |
 JU2789|                                                           dddmmss.s |
 JU2789| JU2796 LIGHT 100                           APPROX. 2.4 KM 0252841.7 |
 JU2789| JU2795 LIGHT 99                            APPROX. 3.2 KM 0312329.1 |
 JU2789| JU2784 LIGHT 102                           APPROX. 1.8 KM 0350521.1 |
 JU2789| JU2786 LIGHT 104                           APPROX. 1.4 KM 0463607.4 |
 JU2789| JU2812 LOW WATER THOROFARE LIGHT 1         APPROX. 2.4 KM 0603152.0 |
 JU2789| JU2788 BEACHES                              17.236 METERS 08536     |
 JU2789| JU2787 LIGHT 105                           APPROX. 1.7 KM 0882248.5 |
 JU2789| JU2790 LIGHT 106                           APPROX. 1.1 KM 0935520.2 |
 JU2789| CB1245 BEACHES RM 1                         31.406 METERS 12913     |
 JU2789| JU2772 ABSECON LIGHT                       APPROX. 4.0 KM 1350011.1 |
 JU2789| JU2768 ATLANTIC CITY RADIO WMID MAST       APPROX. 1.9 KM 1632511.5 |
 JU2789| JU2779 ATLANTIC CITY RADIO WFPG MAST       APPROX. 1.8 KM 1933951.4 |
 JU2789| JU2794 ATLANTIC CITY RADIO WBAB MAST       APPROX. 1.8 KM 2044539.7 |
 JU2789| JU2791 BEACH THOROFARE LIGHT 2             382.918 METERS 21311     |
 JU2789| JU2783 ABSECON CHANNEL LIGHT 4             APPROX. 2.6 KM 3171732.8 |
 JU2789| JU2785 ABSECON CHANNEL LIGHT 2             APPROX. 1.3 KM 3293021.5 |
 JU2789| JU2807 PILE 14A ABANDONED LIGHT            APPROX. 0.6 KM 3354641.2 |
 JU2789|---------------------------------------------------------------------|
 JU2789
 JU2789                          SUPERSEDED SURVEY CONTROL
 JU2789
 JU2789  NAD 83(1986)-  39 23 30.28419(N)    074 26 48.77236(W) AD(       ) 3
 JU2789  NAD 27      -  39 23 29.86400(N)    074 26 50.23700(W) AD(       ) 3
 JU2789
 JU2789.Superseded values are not recommended for survey control.
 JU2789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2789.See file dsdata.txt to determine how the superseded data were derived.
 JU2789
 JU2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4763060397(NAD 83)
 JU2789_MARKER: DR = REFERENCE MARK DISK
 JU2789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2789
 JU2789  HISTORY     - Date     Condition        Report By
 JU2789  HISTORY     - 1950     MONUMENTED       CGS
 JU2789
 JU2789                          STATION DESCRIPTION
 JU2789
 JU2789'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JU2789'STATION IS ABOUT 1 MILE N OF ATLANTIC CITY ON A SMALL ISLAND OF
 JU2789'MEADOW LAND.  TO THE NORTHWARD OF BEACH THOROUGHFARE, TO THE
 JU2789'WESTWARD OF THE INTRACOASTAL WATERWAY.  IN THE REACH THAT BENDS
 JU2789'NORTHWARD FROM BEACH THOROUGHFARE.  THE STATION MAY BE REACHED
 JU2789'ONLY BY BOAT OF LIGHT DRAFT, BY RUNNING FROM ATLANTIC CITY HARBOR
 JU2789'NORTHWARD THROUGH THE BRIGANTINE HIGHWAY DRAWBRIDGE, BEND LEFT
 JU2789'AND HEAD UP BEACH THOROUGHFARE, PASS A SMALL ISLAND TO
 JU2789'STARBOARD, RUN ABOUT 3/4 MILE FROM THE ISLAND TO A FORK IN THE
 JU2789'CREEK (BEACH THOROUGHFARE BENDS LEFT, A CREEK CONTINUES AHEAD),
 JU2789'A VERY SMALL CREEK MAY BE SEEN TO STARBOARD AT THIS
 JU2789'POINT THAT RUNS AT RIGHT ANGLES TO THE THOROUGHFARE.  FOLLOW
 JU2789'THIS SMALL CREEK TO 240 METERS FROM THE SHORE OF BEACH
 JU2789'THOROUGHFARE, STATION BEACHES THEN LIES 32 METERS TO THE
 JU2789'SOUTHEASTWARD OF THE SE SHORE OF THE CREEK, AT THIS POINT OF
 JU2789'THE CREEK A SMALL CREEK ENTERS FROM THE N WESTWARD.  FROM THE
 JU2789'STATION A SMALL CREEK MOUTH IS APPROXIMATELY IN RANGE WITH THE
 JU2789'CLARIDGE HOTEL DOME.  STATION BEACHES IS 239.6 METERS FROM THE
 JU2789'WESTERN POINT AT THIS CREEK MOUTH.  IS 65 METERS SW OF THE
 JU2789'SHORE OF A SMALL LAKE.
 JU2789'
 JU2789'BEACHES REFERENCE MARK NO. 2 IS ON RANGE
 JU2789'APPROXIMATELY STATION BEACHES AND BRIGANTINE WATER TANK.
 JU2789'
 JU2789'MEASURED WITH A STEEL TAPE AND FOUND TO BE CORRECT.  R.M. 2 IS
 JU2789'16.0 METERS (52.5 FEET) 125 DEG MAGNETIC AZIMUTH FROM THE E BANK
 JU2789'OF THE SMALL CREEK OPPOSITE THE SECOND AND MOST N OF TWO
 JU2789'SMALL GUTS OFF THE W SIDE OF THE CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4819 ***********************************************************************
 KV4819  DESIGNATION -  BEACON 6
 KV4819  PID         -  KV4819
 KV4819  STATE/COUNTY-  NJ/MIDDLESEX
 KV4819  USGS QUAD   -  PERTH AMBOY (1981)
 KV4819
 KV4819                         *CURRENT SURVEY CONTROL
 KV4819  ___________________________________________________________________
 KV4819* NAD 83(1996)-  40 32 46.12560(N)    074 15 03.13343(W)     ADJUSTED  
 KV4819* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV4819  ___________________________________________________________________
 KV4819  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 KV4819  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KV4819
 KV4819  HORZ ORDER  -  SECOND
 KV4819
 KV4819.The horizontal coordinates were established by classical geodetic methods
 KV4819.and adjusted by the National Geodetic Survey in September 1999..
 KV4819
 KV4819.The orthometric height was scaled from a topographic map.
 KV4819
 KV4819.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4819
 KV4819.The geoid height was determined by GEOID03.
 KV4819
 KV4819;                    North         East     Units Scale Factor Converg.
 KV4819;SPC NJ       -   190,182.156   171,101.582   MT  0.99990548   +0 09 43.0
 KV4819;SPC NJ       -   623,955.96    561,355.77   sFT  0.99990548   +0 09 43.0
 KV4819;SPC NY L     -    42,169.797   278,748.696   MT  1.00000889   -0 09 50.7
 KV4819;SPC NY L     -   138,352.08    914,528.01   sFT  1.00000889   -0 09 50.7
 KV4819;UTM  18      - 4,488,646.532   563,433.409   MT  0.99964953   +0 29 13.2
 KV4819
 KV4819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4819!SPC NJ       -   1.00000514  x   0.99990548  =   0.99991062
 KV4819!SPC NY L     -   1.00000514  x   1.00000889  =   1.00001403
 KV4819!UTM  18      -   1.00000514  x   0.99964953  =   0.99965467
 KV4819
 KV4819:                Primary Azimuth Mark                     Grid Az
 KV4819:SPC NJ       -  PORT READING READING CO N TANK           034 41 57.5
 KV4819:SPC NY L     -  PORT READING READING CO N TANK           035 01 31.2
 KV4819:UTM  18      -  PORT READING READING CO N TANK           034 22 27.3
 KV4819
 KV4819|---------------------------------------------------------------------|
 KV4819| PID    Reference Object                     Distance      Geod. Az  |
 KV4819|                                                           dddmmss.s |
 KV4819| KV4578 PORT READING READING CO N TANK      APPROX. 2.8 KM 0345140.5 |
 KV4819| KV4579 PORT READING READING CO S TANK      APPROX. 2.8 KM 0350002.3 |
 KV4819| KV4573 CARTERET MAGYAR REFORMED CH         APPROX. 4.2 KM 0351742.1 |
 KV4819| KV4552 ARTHUR KILL BEACON 7                APPROX. 1.2 KM 0432934.3 |
 KV4819| KV4580 CARTERET US METAL REFIN S CHIM      APPROX. 3.4 KM 0543706.8 |
 KV4819| KV4617 ARTHUR KILL OAKLAND CHEM CHIM       APPROX. 2.2 KM 0633535.5 |
 KV4819| KV4615 ARTHUR KILL U MARINE WKS CHIM       APPROX. 1.5 KM 0693541.9 |
 KV4819| KV4632 ROSSVILLE WBBR S RADIO MAST         APPROX. 4.2 KM 0920505.3 |
 KV4819| KV4620 MOUNT LORETTO ORPHANAGE CH          APPROX. 4.6 KM 1463004.9 |
 KV4819| KV4612 TOTTENVILLE COPPER CO CHIMNEY       APPROX. 3.2 KM 1622013.9 |
 KV4819| KV4582 PERTH AMBOY OUT BRIDGE W BR HD      APPROX. 2.4 KM 1770454.0 |
 KV4819| KV4879 ARTHUR KILL SQUARE CHIMNEY          APPROX. 1.8 KM 1944235.5 |
 KV4819|---------------------------------------------------------------------|
 KV4819
 KV4819                          SUPERSEDED SURVEY CONTROL
 KV4819
 KV4819  NAD 83(1996)-  40 32 46.12571(N)    074 15 03.13370(W) AD(       ) 2
 KV4819  NAD 83(1986)-  40 32 46.12794(N)    074 15 03.12766(W) AD(       ) 2
 KV4819  NAD 27      -  40 32 45.75200(N)    074 15 04.60500(W) AD(       ) 2
 KV4819
 KV4819.Superseded values are not recommended for survey control.
 KV4819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4819.See file dsdata.txt to determine how the superseded data were derived.
 KV4819
 KV4819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6343388647(NAD 83)
 KV4819
 KV4819  HISTORY     - Date     Condition        Report By
 KV4819  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4819  HISTORY     - 1937     GOOD             CGS
 KV4819
 KV4819                          STATION DESCRIPTION
 KV4819
 KV4819'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4819'A SMALL, LIGHTED CHANNEL-BEACON CENTRALLY AND SYMMETRICALLY
 KV4819'ERECTED OVER A CIRCULAR ROCK-FILL 1-1/2 MILES N OF OUTER
 KV4819'BRIDGE.  IT IS THE USUAL 4-SIDED LATTICE STRUCTURE (RED)
 KV4819'SURMOUNTING A 4-SIDED TANK (WHITE) SECURED TO A SQUARE CONCRETE
 KV4819'BASE.
 KV4819'
 KV4819'THE STATION IS THE LIGHT APEX, APPROXIMATELY 25 FEET ABOVE
 KV4819'HIGH WATER.  A SINGLE STANDARD C. AND G.S. BRONZE REFERENCE DISK
 KV4819'STAMPED NO.1-1931 WAS CEMENTED IN A DRILL HOLE AND SET FLUSH
 KV4819'IN THE TOP OF THE CONCRETE BASE AT NE CORNER.  THIS MARK WAS
 KV4819'REFERENCED AS FOLLOWS--
 KV4819'
 KV4819'NORMAL TO NE CORNER OF TANK 0.280 METER.
 KV4819'
 KV4819'NORMAL TO N EDGE OF CONCRETE BASE 0.707 METER.
 KV4819'
 KV4819'NORMAL TO E EDGE OF CONCRETE BASE 0.699 METER.
 KV4819'
 KV4819'REFERENCE MARK NO.1 WAS USED AS THE ECCENTRIC.  DIRECTION TO
 KV4819'CENTER OBTAINED BY DIRECT POINTINGS ON THE LIGHT APEX, USING
 KV4819'AN ASTRONOMICAL EYE PIECE.  THE ECCENTRIC DISTANCE BEING DERIVED
 KV4819'AS THE AVERAGE COMMON-SIDE LENGTH OF TRIANGLES OBTAINED BY
 KV4819'INTERSECTIONS FROM 2 MEASURED BASES HAVING REFERENCE MARK NO.1
 KV4819'AS A COMMON EXTREMITY.
 KV4819'
 KV4819'THERE IS SUFFICIENT ROOM AND EXCELLENT FOOTING FOR NORMAL
 KV4819'TRIPOD SET-UPS ON ANY CORNER OF THE SQUARE CONCRETE BASE.
 KV4819'
 KV4819'HEIGHT OF SIGNAL ABOVE STATION MARK - 6 METERS.
 KV4819
 KV4819                          STATION RECOVERY (1937)
 KV4819
 KV4819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (CDM)
 KV4819'STATION NOT VISITED.  IT WAS EASILY IDENTIFIED AS DESCRIBED
 KV4819'BY WOODWORTH FROM STATION SCHOOL 9, WHERE IT WAS USED TO OBTAIN
 KV4819'AN AZIMUTH IN THE CONNECTION ELIZABETH S.B., TO SCHOOL 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5081 ***********************************************************************
 KV5081  DESIGNATION -  BEACON HILL
 KV5081  PID         -  KV5081
 KV5081  STATE/COUNTY-  NJ/MONMOUTH
 KV5081  USGS QUAD   -  MARLBORO (1981)
 KV5081
 KV5081                         *CURRENT SURVEY CONTROL
 KV5081  ___________________________________________________________________
 KV5081* NAD 83(1996)-  40 22 26.54478(N)    074 13 40.55183(W)     ADJUSTED  
 KV5081* NAVD 88     -       113.4    (meters)     372.     (feet)  VERTCON   
 KV5081  ___________________________________________________________________
 KV5081  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 KV5081  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV5081
 KV5081  HORZ ORDER  -  FIRST
 KV5081
 KV5081.The horizontal coordinates were established by classical geodetic methods
 KV5081.and adjusted by the National Geodetic Survey in September 1999..
 KV5081
 KV5081.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5081
 KV5081.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5081
 KV5081.The geoid height was determined by GEOID03.
 KV5081
 KV5081;                    North         East     Units Scale Factor Converg.
 KV5081;SPC NJ       -   171,078.551   173,103.458   MT  0.99990657   +0 10 34.5
 KV5081;SPC NJ       -   561,280.21    567,923.60   sFT  0.99990657   +0 10 34.5
 KV5081;UTM  18      - 4,469,559.436   565,542.901   MT  0.99965288   +0 30 00.5
 KV5081
 KV5081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5081!SPC NJ       -   0.99998728  x   0.99990657  =   0.99989385
 KV5081!UTM  18      -   0.99998728  x   0.99965288  =   0.99964017
 KV5081
 KV5081:                Primary Azimuth Mark                     Grid Az
 KV5081:SPC NJ       -  KEYPORT ST JOSEPHS CH SPIRE              012 17 29.9
 KV5081:UTM  18      -  KEYPORT ST JOSEPHS CH SPIRE              011 58 03.9
 KV5081
 KV5081|---------------------------------------------------------------------|
 KV5081| PID    Reference Object                     Distance      Geod. Az  |
 KV5081|                                                           dddmmss.s |
 KV5081| KV5094 KEYPORT ST JOSEPHS CH SPIRE         APPROX. 6.0 KM 0122804.4 |
 KV5081| KV5097 KEYPORT FIRST BAPTIST CH SPIRE      APPROX. 7.2 KM 0172344.0 |
 KV5081| CB5686 BEACON HILL RS 1                     46.345 METERS 07329     |
 KV5081| KV5080 BEACON HILL RS 2=BEACON HILL 2       23.055 METERS 13114     |
 KV5081| CB5687 BEACON HILL RS 3                     51.990 METERS 21514     |
 KV5081| CB5688 BEACON HILL RS 4                     29.438 METERS 32023     |
 KV5081| KV5373 SOUTH AMBOY SAC HEART CH S CUP      APPROX.12.9 KM 3355350.9 |
 KV5081| KV5091 MATTAWAN TANK                       APPROX. 4.0 KM 3572100.1 |
 KV5081|---------------------------------------------------------------------|
 KV5081
 KV5081                          SUPERSEDED SURVEY CONTROL
 KV5081
 KV5081  NAD 83(1986)-  40 22 26.54573(N)    074 13 40.54809(W) AD(       ) 1
 KV5081  NAD 27      -  40 22 26.15400(N)    074 13 42.02400(W) AD(       ) 1
 KV5081  NGVD 29 (07/19/86)  113.7    (m)          373.     (f) VERT ANG       
 KV5081
 KV5081.Superseded values are not recommended for survey control.
 KV5081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5081.See file dsdata.txt to determine how the superseded data were derived.
 KV5081
 KV5081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6554369559(NAD 83)
 KV5081_MARKER: Z = SEE DESCRIPTION
 KV5081_SETTING: 0 = UNSPECIFIED SETTING
 KV5081
 KV5081  HISTORY     - Date     Condition        Report By
 KV5081  HISTORY     - 1839     MONUMENTED       CGS
 KV5081  HISTORY     - 1874     GOOD             CGS
 KV5081  HISTORY     - 1881     GOOD             CGS
 KV5081  HISTORY     - 1884     GOOD             CGS
 KV5081  HISTORY     - 1918     GOOD             CGS
 KV5081  HISTORY     - 19950906 MARK NOT FOUND   USPSQD
 KV5081
 KV5081                          STATION DESCRIPTION
 KV5081
 KV5081'DESCRIBED BY COAST AND GEODETIC SURVEY 1839 (FRH)
 KV5081'STATION IS A STONE CONE OF GRAY WARE, 8-1/2 INCHES IN
 KV5081'DIAMETER, 19 INCHES BELOW SURFACE OF GROUND.
 KV5081
 KV5081                          STATION RECOVERY (1874)
 KV5081
 KV5081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1874
 KV5081'IN 1869 J. FARLEY MADE A THOROUGH SEARCH FOR THE STATION BUT
 KV5081'DID NOT FIND IT.  IT WAS RECOVERED IN 1874, THE MARK IN A GOOD
 KV5081'STATE OF PRESERVATION, BEING DESCRIBED AS A STONE CONE OF GRAY
 KV5081'WARE, 8-1/2 INCHES IN DIAMETER, 19 INCHES BELOW SURFACE OF
 KV5081'GROUND.  STATION ON LAND OF JAMES GRIFFIN, WHOSE LAND WAS
 KV5081'SEPARATED FROM THAT OF HIS BROTHER, THOMAS GRIFFIN, BY A CHESTNUT
 KV5081'POST FENCE CROSSING THE HILL IN A N.E. -S.W. DIRECTION.  IN
 KV5081'1875 A BRICK PIER FOR ASTRONOMIC INSTRUMENTS WAS ERECTED 4.9
 KV5081'FEET EAST OF STATION.  THE HILL TOP IS OF GRAVEL WHICH IS
 KV5081'QUARRIED ON BOTH SIDE OF THE PARTITION FENCE.
 KV5081
 KV5081                          STATION RECOVERY (1881)
 KV5081
 KV5081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1881
 KV5081'IN 1881 FOUR REFERENCE MARKS WERE SET. EACH MARK CONSISTED OF A
 KV5081'GRANITE POST WITH 1-INCH DRILL HOLE 6 INCHES DEEP IN TOP.  THE
 KV5081'LETTERS U S C S WERE CUT IN TOP OF EACH POST AND WHEN FACING
 KV5081'THE STATION AT ANY POST THESE LETTERS APPEAR IN UPRIGHT POSITION.
 KV5081'UNDER EACH POST WAS SET AN EARTHEN BOTTLE, LOWER PART OF
 KV5081'BOTTLE WHITE IN COLOR, UPPER PART YELLOW.  THE BACKFILL AROUND EACH
 KV5081'POST WAS WELL MIXED WITH ANTHRACITE SCREENINGS.
 KV5081'
 KV5081'REFERENCE STONE NO. 1 IS ON THE LINE BETWEEN THE PROPERTIES
 KV5081'OF THE TWO BROTHERS GRIFFIN.  A CHESTNUT TREE STANDS IN THE
 KV5081'LINE FENCE ABOUT 10 FEET S.W.  MARK IS 15 FEET LOWER THAN
 KV5081'GROUND AT STATION, AND IS 152 FEET FROM STATION, N 73
 KV5081'DEG 29 MIN E.
 KV5081
 KV5081                          STATION RECOVERY (1884)
 KV5081
 KV5081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1884
 KV5081'IN 1884 TO FURTHER PROTECT THE STATION FROM THE ENCROACHMENT
 KV5081'OF THE TWO GRAVEL PITS AN ADDITIONAL REFERENCE MARK WAS SET
 KV5081'MIDWAY BETWEEN THE TWO PITS.  IT CONSISTED OF A MARBLE POST
 KV5081'6 INCHES SQUARE AND 39 INCHES LONG.  TOP WAS DIVIDED INTO
 KV5081'SQUARES BY TWO GROOVES AND THE LETTERS U S C S CUT THEREIN.  AT
 KV5081'INTERSECTION OF GROOVES WAS A 1/2-INCH DRILL HOLE 2-1/2 INCHES
 KV5081'DEEP.  FACING THE POST FROM THE SOUTH THE CENTRAL GROOVE POINTS
 KV5081'TOWARDS THE STATION.  TOP OF POST WAS LEVEL WITH THE
 KV5081'GROUND.  CHARCOAL WAS MIXED WITH THE EARTH SURROUNDING THE
 KV5081'POST.  UNDERNEATH THE POST WAS PLACED A STONE ALE BOTTLE,
 KV5081'ITS TOP 39 INCHES BELOW SURFACE OF GROUND.  TOP OF POST WAS
 KV5081'2 FEET 2-1/2 INCHES HIGHER THAN TOP OF STONE CONE AT STATION.
 KV5081'DRILL HOLE IN POST WAS 30 FEET 2 INCHES FROM STATION, IN
 KV5081'S 04 DEG 54 MIN E.
 KV5081
 KV5081                          STATION RECOVERY (1918)
 KV5081
 KV5081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1918 (WMG)
 KV5081'NEAR THE MIDDLE AND HIGHEST POINT OF BEACON HILL, A HILL OF
 KV5081'OBLONG, ROUNDED SHAPE, THE LONGER DIAMETER BEING IN ABOUT AN
 KV5081'EAST AND WEST DIRECTION.  IT IS ABOUT 5 MILES SOUTHWEST OF
 KV5081'KEYPORT, AND 2-3/4 MILES SOUTH FROM MATAWAN.  MOST EASILY
 KV5081'REACHED FROM EITHER OF THESE TOWNS BY THE ROAD WHICH TURNS OFF
 KV5081'FROM THE FREEHOLD TURNPIKE AT MATAWAN TOWARDS WYAKOOPS
 KV5081'CORNER.  A ROAD FROM THIS CORNER LEADS DIRECTLY TO THE TOP OF
 KV5081'THE HILL.
 KV5081'
 KV5081'STATION WAS MARKED BY A GRAY STONEWARE CONE PLACED 2 FEET
 KV5081'UNDERGROUND.
 KV5081'
 KV5081'REFERENCE STONE NO. 2 STANDS AT THE BOTTOM OF THE GRAVEL PIT
 KV5081'ON THOMAS GRIFFINS LAND.  ITS TOP WAS SET ABOUT 8 INCHES
 KV5081'BELOW SURFACE.  OVER IT WAS PLACED THE TRIANGULAR PORTION OF
 KV5081'THE BRICK PIER FORMERLY AT THE ASTRONOMIC STATION, WHICH AT
 KV5081'SOME UNKNOWN DATE HAD BEEN TUMBLED INTO THE PIT.  THIS PIER
 KV5081'EXTENDED 12 INCHES ABOVE THE GROUND AND A MOUND WAS BUILT
 KV5081'AROUND IT.  AN EARTHEN AND A GLASS BOTTLE WERE BROKEN AND
 KV5081'THROWN INTO THE HOLE.  TOP OF POST IS 6 FEET 4 INCHES LOWER
 KV5081'THAN GROUND AT STATION.  DRILL HOLE IS 75 FEET 6-1/2 INCHES
 KV5081'FROM STATION S 48 DEG 49 MIN E.
 KV5081'
 KV5081'REFERENCE STONE NO. 3 STANDS ON THE PROPERTY LINE AS DOES NO.
 KV5081'1.  TOP OF STONE IS 13 FEET 6 INCHES LOWER THAN GROUND AT
 KV5081'STATION.  DRILL HOLE IS 170 FEET 5-1/4 INCHES FROM STATION,
 KV5081'S 35 DEG 10 MIN W.
 KV5081'
 KV5081'REFERENCE STONE NO. 4 IS ON THE HILL SIDE ABOUT 5 FEET LOWER
 KV5081'THAN BOTTOM OF GRAVEL IN JAMES GRIFFINS GRAVEL PIT.  BETWEEN THE
 KV5081'UNDERGROUND AND SURFACE MARKS WERE PLACED THE REMAINS OF TWO
 KV5081'BROKEN GLASS BOTTLES.  TOP OF STONE WAS 12 FEET LOWER THAN
 KV5081'GROUND AT STATION.  DRILL HOLE IS 96 FEET 6-3/8 INCHES FROM
 KV5081'STATION, N 39 DEG 31 MIN W.
 KV5081'
 KV5081'IN 1918 THE UNDERGROUND MARK (STONE CONE) WAS FOUND.
 KV5081'THE OLD BRICK PIER (PROBABLY LOWER PART OF IT) WAS
 KV5081'FOUND ON ITS SIDE IN THE GRAVEL PIT ABOUT 10 FEET FROM THE
 KV5081'STATION.  ALL FIVE REFERENCE MARKS WERE RECOVERED AND MEASURED
 KV5081'MADE TO THEM.  THE MARBLE POST HAD BEEN BROKEN OFF BUT PART OF
 KV5081'IT WAS FOUND UNDERGROUND.  REFERENCE STONE NO. 4 HAD BEEN
 KV5081'TIPPED OVER, BUT WAS PUT BACK IN PLACE.  A 2 BY 2-INCH HUB WAS
 KV5081'LEFT MARKING STATION AT CENTER.
 KV5081
 KV5081                          STATION RECOVERY (1995)
 KV5081
 KV5081'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5080 ***********************************************************************
 KV5080  DESIGNATION -  BEACON HILL RS 2=BEACON HILL 2
 KV5080  PID         -  KV5080
 KV5080  STATE/COUNTY-  NJ/MONMOUTH
 KV5080  USGS QUAD   -  MARLBORO (1981)
 KV5080
 KV5080                         *CURRENT SURVEY CONTROL
 KV5080  ___________________________________________________________________
 KV5080* NAD 83(1996)-  40 22 26.05212(N)    074 13 39.81685(W)     ADJUSTED  
 KV5080* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 KV5080  ___________________________________________________________________
 KV5080  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 KV5080  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV5080
 KV5080  HORZ ORDER  -  FIRST
 KV5080
 KV5080.The horizontal coordinates were established by classical geodetic methods
 KV5080.and adjusted by the National Geodetic Survey in September 1999..
 KV5080
 KV5080.The orthometric height was scaled from a topographic map.
 KV5080
 KV5080.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5080
 KV5080.The geoid height was determined by GEOID03.
 KV5080
 KV5080;                    North         East     Units Scale Factor Converg.
 KV5080;SPC NJ       -   171,063.410   173,120.841   MT  0.99990658   +0 10 34.9
 KV5080;SPC NJ       -   561,230.54    567,980.63   sFT  0.99990658   +0 10 34.9
 KV5080;UTM  18      - 4,469,544.397   565,560.365   MT  0.99965291   +0 30 01.0
 KV5080
 KV5080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5080!SPC NJ       -   0.99998771  x   0.99990658  =   0.99989429
 KV5080!UTM  18      -   0.99998771  x   0.99965291  =   0.99964062
 KV5080
 KV5080:                Primary Azimuth Mark                     Grid Az
 KV5080:SPC NJ       -  CLIFFWOOD WATER STORAGE TANK             006 18 45.8
 KV5080:UTM  18      -  CLIFFWOOD WATER STORAGE TANK             005 59 19.7
 KV5080
 KV5080|---------------------------------------------------------------------|
 KV5080| PID    Reference Object                     Distance      Geod. Az  |
 KV5080|                                                           dddmmss.s |
 KV5080| KV5104 CLIFFWOOD WATER STORAGE TANK        APPROX. 7.7 KM 0062920.7 |
 KV5080| KV5094 KEYPORT ST JOSEPHS CH SPIRE         APPROX. 6.0 KM 0121630.7 |
 KV5080| KV5093 KEYPORT STANDPIPE                   APPROX. 7.2 KM 0203056.4 |
 KV5080| KV5096 LOCKPORT AERO MARINE TANK           APPROX. 8.2 KM 0224044.2 |
 KV5080| KV5109 UNION BEACH WATER TANK              APPROX. 8.9 KM 0343725.5 |
 KV5080| CB5688 BEACON HILL RS 4                     39.216 METERS 04344     |
 KV5080| KV5090 CRAWFORD                            APPROX. 4.1 KM 0624135.7 |
 KV5080| KV5079 MARLBORO STATE HOSP TANK            APPROX. 3.0 KM 1814434.8 |
 KV5080| CB5687 BEACON HILL RS 3                     52.319 METERS 31622     |
 KV5080| KV5099 LAURENCE HARBOR TANK                APPROX. 8.6 KM 3483730.3 |
 KV5080|---------------------------------------------------------------------|
 KV5080
 KV5080                          SUPERSEDED SURVEY CONTROL
 KV5080
 KV5080  NAD 83(1986)-  40 22 26.05310(N)    074 13 39.81314(W) AD(       ) 1
 KV5080  NAD 27      -  40 22 25.66200(N)    074 13 41.29000(W) AD(       ) 1
 KV5080
 KV5080.Superseded values are not recommended for survey control.
 KV5080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5080.See file dsdata.txt to determine how the superseded data were derived.
 KV5080
 KV5080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6556069544(NAD 83)
 KV5080_MARKER: DS = TRIANGULATION STATION DISK
 KV5080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5080_STAMPING: BEACON HILL 2 1839 1932
 KV5080_MARK LOGO: CGS   
 KV5080_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5080+STABILITY: SURFACE MOTION
 KV5080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5080+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2001
 KV5080
 KV5080  HISTORY     - Date     Condition        Report By
 KV5080  HISTORY     - 1932     MONUMENTED       CGS
 KV5080  HISTORY     - 1935     GOOD             CGS
 KV5080  HISTORY     - 1936     GOOD             NJGS
 KV5080  HISTORY     - 19930804 GOOD             NJGS
 KV5080  HISTORY     - 20001119 GOOD             PORANY
 KV5080  HISTORY     - 20010820 GOOD             USPSQD
 KV5080
 KV5080                          STATION DESCRIPTION
 KV5080
 KV5080'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 KV5080'BEACON HILL TRIANGULATION STATION WAS TORN OUT.  REFERENCE MARK
 KV5080'NO. 2 WAS RECOVERED 18 INCHES BELOW THE GROUND AND USED AS A
 KV5080'SUBSURFACE MARK.  A STANDARD TRIANGULATION DISK WAS ESTABLISHED
 KV5080'OVER THE REFERENCE MARK AND CALLED BEACON HILL 2 (1932).
 KV5080'REFERENCE MARKS 4 AND 1 WERE RECOVERED AND RE-MARKED WITH
 KV5080'STANDARD REFERENCE MARKS.
 KV5080'
 KV5080'STATION IS NEAR THE MIDDLE AND HIGHEST POINT OF BEACON HILL, A
 KV5080'HILL OF OBLONG-ROUNDED SHAPE, THE LONGER DIAMETER BEING IN ABOUT
 KV5080'AN EAST-WEST DIRECTION.  IT IS ABOUT 5 MILES SOUTHWEST OF KEYPORT,
 KV5080'AND ABOUT 2-3/4 MILES SOUTH OF MATAWAN.  MOST EASILY REACHED FROM
 KV5080'EITHER OF THESE TOWNS BY THE ROAD WHICH TURNS OFF FROM THE
 KV5080'FREEHOLD TURNPIKE AT MATAWAN TOWARDS WYNKOOPA CORNER.  A ROAD
 KV5080'FROM THIS CORNER LEADS DIRECTLY TO THE TOP OF THE HILL.
 KV5080'
 KV5080'NOTE--NUMBERS OF REFERENCE MARKS RECOVERED CHANGED IN OFFICE
 KV5080'AFTER COMPARISON WITH OLD RECORDS.
 KV5080'
 KV5080'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 KV5080
 KV5080                          STATION RECOVERY (1935)
 KV5080
 KV5080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5080'THE STATION AND REFERENCE WERE RECOVERED IN GOOD CONDITION, 0.26
 KV5080'MILE AIRLINE SOUTH OF MATAWAN.
 KV5080'
 KV5080'THE STATION AND REFERENCE MARKS WERE FOUND STAMPED, BEACON
 KV5080'HILL.  AT THIS TIME THE MARKS WERE STAMPED BEACON HILL 2.
 KV5080'
 KV5080'THE FOLLOWING ADDITIONS SHOULD BE NOTED--THE STATION IS LOCATED
 KV5080'ON THE PROPERTY OF LOUIS VALENTI WHOSE PERMISSION SHOULD BE
 KV5080'OBTAINED BEFORE GOING TO THE STATION.  THE MARK IS LOCATED ON
 KV5080'BEACON HILL, IN THE BOTTOM OF AN OLD GRAVEL PIT, AND 20 PACES
 KV5080'SOUTH-SOUTHWEST OF A 30-INCH OAK TREE.  THE MARK PROJECTS 8
 KV5080'INCHES AND IS STAMPED BEACON HILL 2 1839 1932.
 KV5080'
 KV5080'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 9 AND
 KV5080'STATE HIGHWAY 34 AT A TRAFFIC LIGHT IN MATAWAN GO SOUTHEAST ON
 KV5080'STATE HIGHWAY 34 TOWARD ASBURY PARK FOR 2.3 MILES TO A GRAVEL
 KV5080'T-ROAD RIGHT NEAR THE TOP OF A GRADE JUST BEFORE ENTERING A
 KV5080'DEEP CUT, TURN RIGHT ON THE GRAVEL ROAD FOR 0.5 MILE TO A Y, BEAR
 KV5080'LEFT AND GO 0.05 MILE TO THE FIRST OF TWO T-ROADS RIGHT, TURN
 KV5080'RIGHT ON THE FIRST T-ROAD FOR 0.15 MILE TO A Y, BEAR RIGHT FOR
 KV5080'0.1 MILE TO ANOTHER Y, BEAR RIGHT FOR 0.45 MILE TO A T-ROAD
 KV5080'RIGHT, TURN RIGHT THROUGH CHAIN BETWEEN TWO POSTS AND GO 0.1 MILE
 KV5080'TO THE TOP OF THE HILL AND THE STATION.
 KV5080'
 KV5080'REFERENCE MARK NO. 3 IS 172 FEET NORTHWEST OF THE STATION, ON
 KV5080'THE NORTHWEST SLOPE OF THE HILL, AND 3 PACES NORTHEAST OF A
 KV5080'10-INCH OAK TREE.  THE MARK IS A 12- BY 12-INCH GRANITE
 KV5080'MONUMENT WITH A STANDARD DISK SET IN THE TOP.  THE DISK IS
 KV5080'STAMPED BEACON HILL 2 NO 3 1839 1932.  THE MONUMENT HAS THE
 KV5080'LETTERS USCS CUT IN THE TOP AROUND THE STANDARD DISK, AND PROJECTS
 KV5080'18 INCHES.
 KV5080'
 KV5080'REFERENCE MARK NO. 4 IS 129 FEET NORTH-NORTHEAST OF THE
 KV5080'STATION, ABOUT 6 FEET LOWER THAN THE STATION, AND 1 PACE
 KV5080'NORTHEAST OF THE BUTT END OF A FALLEN TREE.  THE MARK IS A 12- BY
 KV5080'12-INCH GRANITE MONUMENT PROJECTING 1 INCH ABOVE THE GROUND
 KV5080'WITH A STANDARD DISK SET IN THE TOP.  THE DISK IS STAMPED BEACON
 KV5080'HILL 2 NO 4 1839 1932.  THE LETTERS USCS ARE CUT IN THE TOP OF
 KV5080'THE MONUMENT SURROUNDING THE STANDARD DISK.
 KV5080'
 KV5080'THE STATION WAS OCCUPIED ECCENTRICALLY.  A CROSS ON THE
 KV5080'SOUTHWEST FACE 4 INCHES ABOVE THE GROUND MARKS THE POINT WHERE
 KV5080'THE INSTRUMENT AND LIGHT WERE SET OVER.
 KV5080'
 KV5080'A 37-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 KV5080
 KV5080                          STATION RECOVERY (1936)
 KV5080
 KV5080'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 KV5080'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 KV5080'DESCRIBED, 0.26 MILE AIRLINE SOUTH OF MATAWAN, WITH THE
 KV5080'FOLLOWING EXCEPTIONS--
 KV5080'
 KV5080'STATION MARK IS STAMPED BEACON HILL 1839-1932.
 KV5080'
 KV5080'REFERENCE MARK NO. 3 IS STAMPED BEACON HILL 1839-1932 R M 3.
 KV5080'
 KV5080'REFERENCE MARK NO. 4 IS STAMPED BEACON HILL 1839-1932 R M 4.
 KV5080
 KV5080                          STATION RECOVERY (1993)
 KV5080
 KV5080'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (RJK)
 KV5080'THE STATION IS LOCATED IN MARLBORO TOWNSHIP, ON THE PROPERTY OF MR.
 KV5080'CARL NICOLOSI, NUMBER 5 OLD FARM ROAD.  TO REACH THE STATION FROM THE
 KV5080'JUNCTION OF COUNTY ROAD 520 AND STATE ROUTE 34, GO 2.75 MI (4.43 KM)
 KV5080'NORTH ON STATE ROUTE 34 TO THE TEE JUNCTION WITH REIDS ROAD ON THE
 KV5080'LEFT.  TURN LEFT AND GO 0.55 MI (0.89 KM) WEST SOUTHWEST ON REIDS ROAD
 KV5080'TO THE TEE JUNCTION WITH BEACON HILL ROAD ON THE RIGHT.  TURN RIGHT
 KV5080'AND GO 0.7 MI (1.1 KM) WEST TO THE TEE JUNCTION WITH OLD FARM ROAD ON
 KV5080'THE RIGHT, NEAR MAILBOX 127 BEACON HILL ROAD.  TURN RIGHT AND GO 0.05
 KV5080'MI (0.08 KM) NORTH TO HOUSE NUMBER 5, TWO STORY FRAME, ON THE RIGHT.
 KV5080'PACK EAST UP THE HILL ALONG A CIRCULAR PATH TO THE STATION ON THE TOP
 KV5080'OF THE HILL, JUST EAST OF THE CENTER OF THE HILL, 4 FT (1.2 M)
 KV5080'NORTHEAST OF A CARSONITE WITNESS POST, 3 FT (0.9 M) SOUTH OF A
 KV5080'CARSONITE WITNESS POST.  THERE ARE MANY FALLEN TREES IN THE VICINITY
 KV5080'OF THE STATION.  NO REFERENCE MARKS WERE SEARCHED FOR AT THIS TIME.
 KV5080'THE STATION PROJECTS 0.1 M.  (0.3 FT)
 KV5080
 KV5080                          STATION RECOVERY (2000)
 KV5080
 KV5080'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2000 (SSZ)
 KV5080'MARK AND TWO OLD TYPE U.S.C.S REFERENCE STONES RECOVERED NEITHER OF
 KV5080'WHICH HAD A STANDARD REFERENCE DISK.  NO CHECKS WERE MADE AS TO ANGLES
 KV5080'OR DISTANCES.
 KV5080
 KV5080                          STATION RECOVERY (2001)
 KV5080
 KV5080'RECOVERY NOTE BY US POWER SQUADRON 2001 (JIA)
 KV5080'BOTH BEACON HILL 2 AND REFERENCE MARK 3 WERE RECOVERED. STATION WAS
 KV5080'FOUND PER THE 1993 STATION RECOVERY. RM 3 IS 10 FEET DOWNHILL FROM AN
 KV5080'OLD UNUSED DIRT ROAD/PATH LEADING TOWARD THE STATION, VISIBLE FROM THE
 KV5080'ROAD. OWNER KNOWS LOCATION OF BOTH STATION AND RM 3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4362 ***********************************************************************
 JU4362  DESIGNATION -  BEAR
 JU4362  PID         -  JU4362
 JU4362  STATE/COUNTY-  NJ/ATLANTIC
 JU4362  USGS QUAD   -  DOROTHY (1994)
 JU4362
 JU4362                         *CURRENT SURVEY CONTROL
 JU4362  ___________________________________________________________________
 JU4362* NAD 83(1996)-  39 26 40.22729(N)    074 50 27.89704(W)     ADJUSTED  
 JU4362* NAVD 88     -        27.3    (meters)      90.     (feet)  GPS OBS   
 JU4362  ___________________________________________________________________
 JU4362  X           -   1,289,734.749 (meters)                     COMP
 JU4362  Y           -  -4,760,500.661 (meters)                     COMP
 JU4362  Z           -   4,030,543.468 (meters)                     COMP
 JU4362  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 JU4362  ELLIP HEIGHT-          -6.55  (meters)          (10/23/02) GPS OBS
 JU4362  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JU4362
 JU4362  HORZ ORDER  -  FIRST
 JU4362  ELLP ORDER  -  FOURTH    CLASS I
 JU4362
 JU4362.The horizontal coordinates were established by GPS observations
 JU4362.and adjusted by the National Geodetic Survey in May 1999..
 JU4362
 JU4362.The orthometric height was determined by GPS observations and a
 JU4362.high-resolution geoid model.
 JU4362
 JU4362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4362
 JU4362.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4362
 JU4362.The ellipsoidal height was determined by GPS observations
 JU4362.and is referenced to NAD 83.
 JU4362
 JU4362.The geoid height was determined by GEOID03.
 JU4362
 JU4362;                    North         East     Units Scale Factor Converg.
 JU4362;SPC NJ       -    67,900.159   120,641.914   MT  0.99991061   -0 13 00.1
 JU4362;SPC NJ       -   222,769.10    395,806.01   sFT  0.99991061   -0 13 00.1
 JU4362;UTM  18      - 4,366,118.002   513,674.431   MT  0.99960230   +0 06 03.5
 JU4362
 JU4362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4362!SPC NJ       -   1.00000103  x   0.99991061  =   0.99991164
 JU4362!UTM  18      -   1.00000103  x   0.99960230  =   0.99960333
 JU4362
 JU4362                          SUPERSEDED SURVEY CONTROL
 JU4362
 JU4362  ELLIP H (05/14/99)   -6.54   (m)                       GP(       ) 4 1
 JU4362  NAD 83(1992)-  39 26 40.21775(N)    074 50 27.89619(W) AD(       ) 1
 JU4362
 JU4362.Superseded values are not recommended for survey control.
 JU4362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4362.See file dsdata.txt to determine how the superseded data were derived.
 JU4362
 JU4362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1367466118(NAD 83)
 JU4362_MARKER: DD = SURVEY DISK
 JU4362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4362_SP_SET: CONCRETE POST
 JU4362_STAMPING: BEAR 1993
 JU4362_MARK LOGO: HAMTWP
 JU4362_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 JU4362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4362+STABILITY: SURFACE MOTION
 JU4362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4362+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JU4362
 JU4362  HISTORY     - Date     Condition        Report By
 JU4362  HISTORY     - 1993     MONUMENTED       HAMTWP
 JU4362
 JU4362                          STATION DESCRIPTION
 JU4362
 JU4362'DESCRIBED BY HAMILTON TOWNSHIP NEW JERSEY 1993
 JU4362'IN HAMILTON TOWNSHIP AT THE JUNCTION OF COUNTY ROUTE 552 AND ESTELLE
 JU4362'AVENUE.  TO REACH FROM THE SOUTH JUNCTION OF STATE ROUTE 50 AND U.S.
 JU4362'ROUTE 40 IN MAYS LANDING GO WEST ON ROUTE 40 FOR 1.8 KM (1.1 MI) TO
 JU4362'THE JUNCTION OF ROUTE 40 AND COUNTY ROUTE 552, GO WEST ON ROUTE 552
 JU4362'FOR 7.3 KM (4.5 MI) TO ESTELLE AVENUE AND THE STATION ON THE LEFT.
 JU4362'THE STATION IS FLUSH WITH THE GROUND AND LOCATED 10.78 M (35.37 FT)
 JU4362'SOUTH OF THE CENTERLINE OF COUNTY ROUTE 552, 8.22 M (26.97 FT) WEST OF
 JU4362'THE CENTERLINE OF ESTELLE AVENUE, 4.75 M (15.58 FT) SOUTHEAST OF A
 JU4362'NAIL IN POLE SJ 237H, AND 26.7 M (87.6 FT) NORTHWEST OF A 25 CM
 JU4362'DIAMETER CATALPA TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2562 ***********************************************************************
 LY2562  DESIGNATION -  BEAR FORT RESET
 LY2562  PID         -  LY2562
 LY2562  STATE/COUNTY-  NJ/PASSAIC
 LY2562  USGS QUAD   -  WAWAYANDA (1994)
 LY2562
 LY2562                         *CURRENT SURVEY CONTROL
 LY2562  ___________________________________________________________________
 LY2562* NAD 83(1996)-  41 08 26.05917(N)    074 23 29.96605(W)     ADJUSTED  
 LY2562* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 LY2562  ___________________________________________________________________
 LY2562  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 LY2562  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LY2562
 LY2562  HORZ ORDER  -  SECOND
 LY2562
 LY2562.The horizontal coordinates were established by classical geodetic methods
 LY2562.and adjusted by the National Geodetic Survey in September 1999..
 LY2562
 LY2562.The orthometric height was scaled from a topographic map.
 LY2562
 LY2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2562
 LY2562.The geoid height was determined by GEOID03.
 LY2562
 LY2562;                    North         East     Units Scale Factor Converg.
 LY2562;SPC NJ       -   256,162.921   159,095.136   MT  0.99990102   +0 04 16.6
 LY2562;SPC NJ       -   840,427.85    521,964.63   sFT  0.99990102   +0 04 16.6
 LY2562;SPC NY E     -   256,162.921   159,095.136   MT  0.99990102   +0 04 16.6
 LY2562;SPC NY E     -   840,427.85    521,964.63   sFT  0.99990102   +0 04 16.6
 LY2562;UTM  18      - 4,554,540.397   551,053.835   MT  0.99963208   +0 24 00.9
 LY2562
 LY2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2562!SPC NJ       -   0.99993450  x   0.99990102  =   0.99983552
 LY2562!SPC NY E     -   0.99993450  x   0.99990102  =   0.99983552
 LY2562!UTM  18      -   0.99993450  x   0.99963208  =   0.99956660
 LY2562
 LY2562|---------------------------------------------------------------------|
 LY2562| PID    Reference Object                     Distance      Geod. Az  |
 LY2562|                                                           dddmmss.s |
 LY2562| CB2716 BEAR FORT RM 1                       17.983 METERS 03420     |
 LY2562| LY2553 STERLING LAKE LOOKOUT TOWER         APPROX.11.3 KM 0572241.9 |
 LY2562| CB2715 BEAR FORT AZ MK                                    2410817.9 |
 LY2562| CB2717 BEAR FORT RM 2                        9.675 METERS 26843     |
 LY2562|---------------------------------------------------------------------|
 LY2562
 LY2562                          SUPERSEDED SURVEY CONTROL
 LY2562
 LY2562  NAD 83(1996)-  41 08 26.05903(N)    074 23 29.96615(W) AD(       ) 2
 LY2562  NAD 83(1986)-  41 08 26.06143(N)    074 23 29.96735(W) AD(       ) 2
 LY2562  NAD 27      -  41 08 25.71254(N)    074 23 31.42030(W) AD(       ) 2
 LY2562
 LY2562.Superseded values are not recommended for survey control.
 LY2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2562.See file dsdata.txt to determine how the superseded data were derived.
 LY2562
 LY2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5105454540(NAD 83)
 LY2562
 LY2562  HISTORY     - Date     Condition        Report By
 LY2562  HISTORY     - 1882     MONUMENTED       CGS
 LY2562  HISTORY     - 1937     SEE DESCRIPTION  NJGS
 LY2562  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LY2562  HISTORY     - 20041016 GOOD             GEOCAC
 LY2562
 LY2562                          STATION DESCRIPTION
 LY2562
 LY2562'DESCRIBED BY COAST AND GEODETIC SURVEY 1882 (EAB)
 LY2562'STATION IS ON A HIGH SUMMIT (1,480 FEET) OF BEARPORT MOUNTAIN,
 LY2562'ABOUT 2-1/4 MILES W BY S FROM BROWNS HOTEL WHICH IS ON THE W
 LY2562'SIDE OF THE LOWER END OF GREENWOOD LAKE.  THE ROAD FROM THIS
 LY2562'PLACE TO VERNON CROSSES THE MOUNTAIN ABOUT 1-1/2 MILES NE OF
 LY2562'THE STATION.  THE LATTER IS ALSO 1-1/2 MILES NW OF WEST MILFORD,
 LY2562'1-3/4 MILES ENE OF UTTERTOWN, 1/8 MILE NE OF TERRACE POND AND
 LY2562'1/4 MILE TO THE SOUTHWARD OF A ROAD RUNNING ALONG THE W SIDE OF
 LY2562'THE MOUNTAIN.
 LY2562'
 LY2562'THE STATION IS MARKED BY A COPPER BOLT SET IN A HOLE DRILLED
 LY2562'IN THE ROCK.
 LY2562'
 LY2562'REFERENCE MARKS WERE PLACED AS FOLLOWS--
 LY2562'
 LY2562'REFERENCE MARK NO.1 IS AN ARROWHEAD CUT ON A BOULDER, WEIGHING
 LY2562'BETWEEN 2 AND 3 TONS, TO THE SSE OF THE STATION (DISTANCE NOT
 LY2562'GIVEN).
 LY2562'
 LY2562'REFERENCE MARK NO.2 IS A CROSS CUT ON THE HIGHEST POINT OF THE
 LY2562'LEDGE 8 FEET 7-3/4 INCHES SE BY S FROM THE STATION.
 LY2562'
 LY2562'REFERENCE MARK NO.3 IS A CROSS CUT ON A BOULDER AT WESTERN EDGE
 LY2562'OF THE LEDGE, 20 FEET 4 INCHES NE BY N FROM THE STATION.
 LY2562
 LY2562                          STATION RECOVERY (1937)
 LY2562
 LY2562'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1937
 LY2562'RECOVERED IN GOOD CONDITION.
 LY2562'
 LY2562'TIE NO.2, A CROSS CUT ON THE HIGHEST POINT OF THE LEDGE, AND
 LY2562'TIE NO.3, A CROSS CUT ON BOULDER ON THE WESTERLY EDGE OF LEDGE,
 LY2562'WERE RECOVERED AS ORIGINALLY DESCRIBED.  OTHER ORIGINAL TIES OR
 LY2562'WITNESS MARKS WERE NOT FOUND.
 LY2562'
 LY2562'AZIMUTH MARK IS STATION RUDE-6, ONE OF THE TRIANGULATION STATIONS
 LY2562'ESTABLISHED BY THE WEST MILFORD TAX MAP SURVEY.  IT IS A 1/4-INCH
 LY2562'BRASS BOLT SET IN A 6-INCH SQUARE CONCRETE MONUMENT LEVEL WITH
 LY2562'GROUND SURFACE.
 LY2562'
 LY2562'TO REACH THIS AZIMUTH MARK FROM INTERSECTION OF UNION VALLEY
 LY2562'ROAD AND WILSON AND MARSHALL HILL ROAD IN WEST MILFORD, GO SW ON
 LY2562'UNION VALLEY ROAD ABOUT 0.1 MILE, TURN LEFT UP A DRIVEWAY LEADING
 LY2562'TO OLD SUB-DIVISION.  CONTINUE ACROSS FIRST GRADED CROSS STREET
 LY2562'THROUGH A SLIGHT OFFSET TO RIGHT, AND TURN RIGHT ON SECOND CROSS
 LY2562'STREET.  MARK IS ABOUT 100 FEET DOWN THIS STREET ON THE LEFT.
 LY2562'
 LY2562'TO REACH THE STATION BY THE EASIEST APPROACH, STARTING AT
 LY2562'NEWFOUNDLAND, PROCEED NW ALONG THE PATERSON-HAMBURG TURNPIKE 0.7
 LY2562'MILE, TURN RIGHT AND FOLLOW CLINTON ROAD ALONG THE EASTERLY SIDE
 LY2562'OF CLINTON RESERVOIR AND NORTHEASTERLY THROUGH UTTERTOWN 8.0
 LY2562'MILES TO FREDERICKS GENERAL STORE ON THE RIGHT.  350 FEET BEYOND
 LY2562'THE STORE TURN RIGHT ON A TRAIL LEADING UP THE MOUNTAIN AND GO
 LY2562'NE ABOUT 0.5 MILE.  FROM THIS POINT TRAIL BEARS OFF TO THE E
 LY2562'AND S, CROSSING SEVERAL ROCK LEDGES WITH INTERVENING SWAMPS.
 LY2562'AT EACH LEDGE BEAR S A SHORT DISTANCE AND TREND GENERALLY SE TO
 LY2562'TERRACE POND, WHICH LIES A SHORT DISTANCE ON TOP OF THE
 LY2562'MOUNTAIN AND DRAINS TO THE N.  STATION IS ON A HIGH POINT
 LY2562'OF THE LEDGE, 600 FEET E FROM THE N OR LOWER END OF THE POND.
 LY2562
 LY2562                          STATION RECOVERY (1942)
 LY2562
 LY2562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2562'THE STATION RECOVERED AS DESCRIBED, ALSO TWO OLD REFERENCE MARKS
 LY2562'WHICH ARE CROSSES CHISELED IN ROCK WERE RECOVERED.  ARROWHEAD
 LY2562'CHISELED IN ROCK WAS NOT RECOVERED.  A BRONZE DISK WAS PLACED
 LY2562'REPLACING THE COPPER BOLT.  TWO NEW REFERENCE MARKS, NUMBERS 1
 LY2562'AND 2, WERE ESTABLISHED.  FOLLOWING IS A COMPLETE NEW
 LY2562'DESCRIPTION--
 LY2562'
 LY2562'THE STATION (NOTE 2) IS ABOUT 10 MILES S OF WARWICK ON A HIGH
 LY2562'SUMMIT OF BEARPORT MOUNTAIN, ABOUT 0.1 MILE E OF THE EASTERN
 LY2562'SHORE OF TERRACE LAKE.  IT IS SET IN A LARGE ROCK OUTCROP AT THE
 LY2562'HIGHEST PART OF THE RIDGE, ABOUT OPPOSITE THE SOUTHERN EDGE OF
 LY2562'THE LAKE.  IT IS SET FLUSH AND IS STAMPED BEAR FORT 1882 - 1942.
 LY2562'
 LY2562'REFERENCE MARK NO.1 (NOTE 12A) IS NE OF THE STATION.  IT IS
 LY2562'FLUSH WITH THE ROCK AND IS STAMPED BEAR FORT 1942.
 LY2562'
 LY2562'REFERENCE MARK NO.2 (NOTE 12A) IS SW OF THE STATION.  IT IS SET
 LY2562'FLUSH AND IS STAMPED BEAR FORT 1942.
 LY2562'
 LY2562'THE NORTH CROSS CHISELED IN THE ROCKS IS SET IN A LARGE BOULDER
 LY2562'N OF THE STATION.
 LY2562'
 LY2562'THE SOUTH CROSS CHISELED IN ROCK IS S OF THE STATION IN THE
 LY2562'SAME ROCK OUTCROP AS THE STATION.
 LY2562'
 LY2562'THE AZIMUTH MARK (NOTE 12C) IS ABOUT 0.2 MILE SW OF THE STATION
 LY2562'ON THE W SHORE OF THE LAKE.  IT IS AT AN OLD CAMP SITE ABOUT 40
 LY2562'FEET W OF THE SHORE LINE.  IT IS AT THE TOP OF A LARGE SLOPING
 LY2562'BEDROCK OUTCROP, ABOUT 15 FEET E OF A 10-INCH STUMP ABOUT 3 FEET
 LY2562'HIGH WITH ROCKS PILED AROUND IT AND ABOUT 30 FEET SE OF AN 8-INCH
 LY2562'PINE TREE WITH A TRIANGULAR BLAZE.  THIS POINT IS ON THE TRAIL
 LY2562'TO THE STATION ABOUT 5 MINUTES WALK AFTER REACHING THE POINT
 LY2562'WHERE THE LAKE FIRST BECOMES VISIBLE.
 LY2562'
 LY2562'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 17A
 LY2562'AND 45 IN THE SW OUTSKIRTS OF WARWICK, NEW YORK, GO SW ON STATE
 LY2562'HIGHWAY 45 FOR 1.4 MILES TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 LY2562'5.45 MILES TO A Y (UPPER GREENWOOD LAKE).  TAKE RIGHT FORK AND
 LY2562'GO 1.5 MILES TO THE H.W. FREDRICK STORE AND THE END OF TRUCK
 LY2562'TRAVEL.  PICK UP BLAZED TRAIL WHICH STARTS ABOUT 150 YARDS N
 LY2562'OF THE STORE AND FOLLOW TRAIL IN AN EASTERLY DIRECTION FOR
 LY2562'ABOUT A 1-HOUR PACK (WITH LOAD) TO TERRACE LAKE.  FOLLOW TRAIL
 LY2562'AROUND THE SOUTHERN EDGE OF THE LAKE THENCE N ALONG RIDGE AT
 LY2562'EASTERN SIDE OF LAKE TO THE HIGHEST POINT OF THE RIDGE NEAR
 LY2562'THE SOUTHERN EDGE OF THE LAKE AND THE STATION.  THE ENTIRE PACK
 LY2562'WILL REQUIRE ABOUT 2 HOURS.
 LY2562'
 LY2562'A 24-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT HIGH POINT 1881.
 LY2562'
 LY2562'A 24-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT EVE.
 LY2562'
 LY2562'A 24-FOOT TOWER WILL SEE A 30-FOOT LIGHT AT STERLING (U.S.G.S.).
 LY2562'
 LY2562'A 24-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT HIGH TORNE 1881.
 LY2562
 LY2562                          STATION RECOVERY (2004)
 LY2562
 LY2562'RECOVERY NOTE BY GEOCACHING 2004 (PR)
 LY2562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2749 ***********************************************************************
 JU2749  DESIGNATION -  BEAR SWAMP RESET
 JU2749  PID         -  JU2749
 JU2749  STATE/COUNTY-  NJ/BURLINGTON
 JU2749  USGS QUAD   -  WOODMANSIE (1995)
 JU2749
 JU2749                         *CURRENT SURVEY CONTROL
 JU2749  ___________________________________________________________________
 JU2749* NAD 83(1996)-  39 45 08.02513(N)    074 27 55.93894(W)     ADJUSTED  
 JU2749* NAVD 88     -        50.0    (meters)     164.     (feet)  GPS OBS   
 JU2749  ___________________________________________________________________
 JU2749  X           -   1,315,081.988 (meters)                     COMP
 JU2749  Y           -  -4,730,980.863 (meters)                     COMP
 JU2749  Z           -   4,056,883.976 (meters)                     COMP
 JU2749  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 JU2749  ELLIP HEIGHT-          17.01  (meters)          (10/23/02) GPS OBS
 JU2749  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 JU2749
 JU2749  HORZ ORDER  -  FIRST
 JU2749  ELLP ORDER  -  FOURTH    CLASS I
 JU2749
 JU2749.The horizontal coordinates were established by GPS observations
 JU2749.and adjusted by the National Geodetic Survey in May 1999..
 JU2749
 JU2749.The orthometric height was determined by GPS observations and a
 JU2749.high-resolution geoid model.
 JU2749
 JU2749.Photographs are available for this station.
 JU2749
 JU2749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2749
 JU2749.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2749
 JU2749.The ellipsoidal height was determined by GPS observations
 JU2749.and is referenced to NAD 83.
 JU2749
 JU2749.The geoid height was determined by GEOID03.
 JU2749
 JU2749;                    North         East     Units Scale Factor Converg.
 JU2749;SPC NJ       -   102,007.177   152,953.106   MT  0.99990011   +0 01 19.3
 JU2749;SPC NJ       -   334,668.55    501,813.65   sFT  0.99990011   +0 01 19.3
 JU2749;UTM  18      - 4,400,394.233   545,786.049   MT  0.99962581   +0 20 30.4
 JU2749
 JU2749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2749!SPC NJ       -   0.99999733  x   0.99990011  =   0.99989744
 JU2749!UTM  18      -   0.99999733  x   0.99962581  =   0.99962314
 JU2749
 JU2749|---------------------------------------------------------------------|
 JU2749| PID    Reference Object                     Distance      Geod. Az  |
 JU2749|                                                           dddmmss.s |
 JU2749| CB1247 BEAR SWAMP RM 1                       8.765 METERS 09049     |
 JU2749| CB1249 BEAR SWAMP RM 3                       8.760 METERS 09051     |
 JU2749| CB1246 BEAR SWAMP AZ MK                                   2353950.7 |
 JU2749| CB1248 BEAR SWAMP RM 2                       9.762 METERS 34034     |
 JU2749|---------------------------------------------------------------------|
 JU2749
 JU2749                          SUPERSEDED SURVEY CONTROL
 JU2749
 JU2749  ELLIP H (05/14/99)   16.98   (m)                       GP(       ) 4 1
 JU2749  NAD 83(1992)-  39 45 08.02482(N)    074 27 55.93884(W) AD(       ) 1
 JU2749  ELLIP H (12/16/96)   16.96   (m)                       GP(       ) 2 1
 JU2749  NAD 83(1986)-  39 45 08.01793(N)    074 27 55.92507(W) AD(       ) 1
 JU2749  NAD 27      -  39 45 07.58800(N)    074 27 57.38600(W) AD(       ) 1
 JU2749
 JU2749.Superseded values are not recommended for survey control.
 JU2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2749.See file dsdata.txt to determine how the superseded data were derived.
 JU2749
 JU2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK4578600394(NAD 83)
 JU2749_MARKER: DH = HORIZONTAL CONTROL DISK
 JU2749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2749_STAMPING: BEAR SWAMP 1889 1984
 JU2749_MARK LOGO: NGS   
 JU2749_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2749+STABILITY: SURFACE MOTION
 JU2749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2749+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 JU2749
 JU2749  HISTORY     - Date     Condition        Report By
 JU2749  HISTORY     - 1984     MONUMENTED       NGS
 JU2749  HISTORY     - 19951117 GOOD             NJGS
 JU2749  HISTORY     - 20020504 GOOD             INDIV
 JU2749  HISTORY     - 20040417 GOOD             INDIV
 JU2749
 JU2749                          STATION DESCRIPTION
 JU2749
 JU2749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 JU2749'THE STATION MARK AND REFERENCE TWO WERE RECOVERED AND FOUND IN GOOD
 JU2749'CONDITION.  RM THREE HAD THE DISK CUT AWAY FROM THE STEM.  A NEW RM
 JU2749'FOUR WAS SET WHERE THE OLD STEM HAD BEEN LOCATED.  THE STATION MARK
 JU2749'REQUIRED BEING LOWER AS IT CREATED A HAZARD IN ITS PRESENT PROJECTING
 JU2749'CONDITION.  A NEW STATION MARK DISK WAS SET ABOUT 0.15 CM LOWER THAN
 JU2749'ITS ORIGINAL POSITION AND IN THE SAME HORIZONTAL POSITION AS FOUND.
 JU2749'THE DISTANCE TO R M TWO WAS FOUND TO BE WITHIN CLOSE AGREEMENT WITH
 JU2749'THE MOST RECENT INFORMATION AVAILABLE.  THE AZ MK WAS SEARCHED FOR
 JU2749'AGAIN, BUT COULD NOT BE LOCATED DUE TO THE THICK TIMBER AND LACK OF
 JU2749'VISIBILITY.  ADDITIONAL INFORMATION FOLLOWS. THE STATION IS LOCATED
 JU2749'ABOUT 19 AIRLINE MILES EAST-NORTHEAST OF HAMMONTON, 5 MILES
 JU2749'SOUTH-SOUTHEAST OF CHATSWORTH AND ON BEAR SWAMP HILL IN THE PENN STATE
 JU2749'FOREST LAND.  THE PROPERTY IS OWNED BY THE STATE OF NEW JERSEY.
 JU2749' 
 JU2749'TO REACH FROM THE RAILROAD CROSSING IN CHATSWORTH, GO SOUTH ON STATE
 JU2749'HIGHWAY 563 FOR 0.75 MILE TO A FORK.  KEEP LEFT AND GO SOUTHEAST ON A
 JU2749'PAVED ROAD FOR 1.05 MILES TO A FORK JUST AFTER CROSSING TWO SMALL
 JU2749'BRIDGES.  CONTINUE SOUTHEAST ON THE PAVED ROAD WHICH IS NOW GRAVELED
 JU2749'IN AREAS, FOR 4.4 MILES TO A CROSSROADS.  TURN RIGHT AND GO SOUTHERLY
 JU2749'ON A PAVED ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 JU2749'EAST UPHILL ON A PAVED ROAD FOR 0.15 MILE TO A SMALL PARKING AREA AND
 JU2749'THE STATION ON THE RIGHT NEAR WHERE BEAR SWAMP HILL FIRE TOWER WAS
 JU2749'LOCATED.
 JU2749' 
 JU2749'THE STATION IS A STANDARD NGS DISK STAMPED---BEAR SWAMP 1889 1984---,
 JU2749'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 6 INCHES (15 CM) IN
 JU2749'DIAMETER, RECESSED 3 INCHES (8 CM) BELOW THE GROUND.  THE STATION IS
 JU2749'LOCATED 15.2 FT (4.6 M) S OF THE N LEG OF THE ABANDONED FIRE TOWER,
 JU2749'13.3 FT (4.1 M) E FROM THE W LEG, 10.4 FT (3.2 M) SW FROM THE E LEG,
 JU2749'7.4 FT (2.3 M) N FROM THE S LEG AND 3.6 FT (1.1 M) NE FROM A CARSONITE
 JU2749'WITNESS POST.  RM NO 2, IS A STANDARD CGS DISK STAMPED---BEAR SWAMP
 JU2749'1889 NO 2 1935---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12
 JU2749'INCHES (30 CM) IN DIAMETER, RECESSED 3 INCHES (8 CM) BELOW THE GROUND.
 JU2749'THE STATION IS LOCATED 25.5 FT (7.8 M) NW FROM THE E LEG OF THE
 JU2749'ABANDONED FIRE TOWER, 19.8 FT (6.0 M) NE FROM THE N LEG, 4.5 FT (1.4
 JU2749'M) W FROM THE CENTER OF A TRAIL LEADING DOWN THE N SLOPE AND 1.6 FT
 JU2749'(0.5 M) E OF A WITNESS POST, AND 3 FT (0.9 M) LOWER THAN THE STATION.
 JU2749'RM NO 4, IS A STANDARD NGS DISK STAMPED---BEAR SWAMP 1889 NO 4
 JU2749'1984---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 JU2749'CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 26.7 FT
 JU2749'(8.1 M) SE FROM THE E LEG OF THE ABANDONED FIRE TOWER, 25.8 FT (7.9 M)
 JU2749'NE FROM THE S LEG AND 10.0 FT (3.0 M) S FROM THE CENTER OF THE ROAD,
 JU2749'AND 1 FT (0.3 M) LOWER THAN THE STATION.
 JU2749
 JU2749                          STATION RECOVERY (1995)
 JU2749
 JU2749'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU2749'THE STATION IS LOCATED ON PROPERTY OF THE STATE OF NEW JERSEY IN BASS
 JU2749'RIVER TOWNSHIP WITHIN THE BOUNDARY OF THE PENN STATE FOREST.  TO REACH
 JU2749'THE STATION FROM THE RAILROAD GRADE CROSSING IN CHATSWORTH, GO
 JU2749'SOUTHEAST ON NEW GRETNA CHATSWORTH ROAD, COUNTY ROAD 563, FOR 0.75 MI
 JU2749'(1.21 KM) TO A WYE JUNCTION.  BEAR TO THE LEFT AND CONTINUE SOUTHEAST
 JU2749'ON CHATSWORTH TUCKERTON ROAD FOR 1.05 MI (1.69 KM) TO WYE JUNCTION,
 JU2749'JUST AFTER CROSSING SEVERAL SMALL WOODEN BRIDGES.  BEAR TO THE RIGHT
 JU2749'AND CONTINUE SOUTHEAST ON CHATSWORTH ROAD FOR 1.45 MI (2.33 KM) TO THE
 JU2749'END OF THE PAVED ROAD.  CONTINUE SOUTHEAST ON THE SAND ROAD FOR 0.70
 JU2749'MI (1.13 KM) TO A CROSSROADS INTERSECTION.  CONTINUE STRAIGHT AHEAD
 JU2749'FOR 1.70 MI (2.74 KM) TO A SIDE ROAD ON THE RIGHT.  CONTINUE AHEAD FOR
 JU2749'ANOTHER 0.55 MI (0.89 KM) TO A CROSSROADS INTERSECTION WITH SOOY ROAD,
 JU2749'AN UNPAVED ROAD.  TURN RIGHT AND GO SOUTH ON SOOY ROAD FOR 0.15 MI
 JU2749'(0.24 KM) TO AN OLD PAVED ROAD ON THE LEFT.  TURN LEFT AND GO EAST
 JU2749'UPHILL ON THE OLD PAVED ROAD FOR 0.15 MI (0.24 KM) TO A CLEARING FOR A
 JU2749'FORMER PARKING AREA.  TURN RIGHT AND GO SOUTH UPHILL FOR ABOUT 60 M
 JU2749'(196.8 FT) TO THE SITE OF THE FORMER BEAR SWAMP HILL FIRE LOOKOUT
 JU2749'TOWER AND THE STATION AHEAD.  THE STATION IS A STANDARD DISK STAMPED
 JU2749'BEAR SWAMP 1889 1974 SET FLUSH IN A DRILL HOLE IN THE TOP OF A 6 INCH
 JU2749'GRANITE POST WHICH IS FLUSH WITH THE GROUND.  THE STATION IS 15.2 FT
 JU2749'(4.6 M) SOUTH FROM THE FORMER NORTH LEG OF THE TOWER, 13.3 FT (4.1 M)
 JU2749'EAST FROM THE FORMER WEST LEG OF THE TOWER, 10.4 FT (3.2 M) SOUTHWEST
 JU2749'FROM THE FORMER EAST LEG OF THE TOWER, 7.4 FT (2.3 M) NORTH FROM THE
 JU2749'FORMER SOUTH LEG OF THE TOWER AND 13.8 FT (4.2 M) NORTH FROM AN ORANGE
 JU2749'CARSONITE WITNESS POST.  REFERENCE MARK NUMBERS 2 AND 4 WERE RECOVERED
 JU2749'AT THIS TIME.  REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BEAR
 JU2749'SWAMP 1889 NO 2 1935 SET FLUSH IN THE TOP OF A SQUARE CONCRETE
 JU2749'MONUMENT, ABOUT 0.2 FT (6.1 CM) BELOW THE GROUND ON THE WEST SIDE OF
 JU2749'THE NORTH TRAIL LEADING TO THE FORMER TOWER.  IT IS 25.5 FT (7.8 M)
 JU2749'NORTHWEST FROM THE FORMER EAST LEG OF THE TOWER AND 19.8 FT (6.0 M)
 JU2749'NORTHEAST FROM THE FORMER NORTH LEG OF THE TOWER. REFERENCE MARK
 JU2749'NUMBER 4 IS A STANDARD DISK STAMPED BEAR SWAMP 1889 NO 4 1984 SET
 JU2749'FLUSH IN THE TOP OF A SQUARE CONCRETE MONUMENT, ABOUT 0.1 FT (3.0 CM)
 JU2749'BELOW THE GROUND.  REFERENCE MARK NUMBER 4 APPEARS TO BE IN THE SAME
 JU2749'LOCATION AS REFERENCE MARK NUMBER 3, WHICH WAS SEARCHED FOR AND NOT
 JU2749'FOUND.  IT IS 26.7 FT (8.1 M) SOUTHEAST FROM THE FORMER EAST LEG OF
 JU2749'THE TOWER AND 25.8 FT (7.9 M) NORTHEAST FROM THE FORMER SOUTH LEG OF
 JU2749'THE TOWER.
 JU2749
 JU2749                          STATION RECOVERY (2002)
 JU2749
 JU2749'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 JU2749'THE STATION AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 JU2749
 JU2749                          STATION RECOVERY (2004)
 JU2749
 JU2749'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJT)
 JU2749'TO REACH THE AZIMUTH MARK FROM THE STATION, EXIT THE PARKING AREA OF
 JU2749'BEAR
 JU2749'SWAMP HILL, AND PROCEED DOWN THE HILL TO THE TEE JUNCTION OF SOOY
 JU2749'ROAD. TURN
 JU2749'LEFT AND GO .79 MILES TO THE AZIMUTH MARK ON THE RIGHT. IT IS LOCATED
 JU2749'19.5 FEET
 JU2749'FROM THE CENTER LINE OF THE ROAD ON THE RISE OF THE KNOLL. THE HAND
 JU2749'HELD GPS
 JU2749'READINGS ARE AS FOLLOWS.
 JU2749' 
 JU2749'39 44 44.2 (N)     074 28 41.1 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2561 ***********************************************************************
 LY2561  DESIGNATION -  BEARFORT MTN LOT
 LY2561  PID         -  LY2561
 LY2561  STATE/COUNTY-  NJ/PASSAIC
 LY2561  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY2561
 LY2561                         *CURRENT SURVEY CONTROL
 LY2561  ___________________________________________________________________
 LY2561* NAD 83(1996)-  41 06 15.27960(N)    074 25 02.67076(W)     ADJUSTED  
 LY2561* NAVD 88     -                                                        
 LY2561  ___________________________________________________________________
 LY2561  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 LY2561  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 LY2561
 LY2561  HORZ ORDER  -  THIRD
 LY2561
 LY2561.The horizontal coordinates were established by classical geodetic methods
 LY2561.and adjusted by the National Geodetic Survey in September 1999..
 LY2561.No horizontal observational check was made to the station.
 LY2561
 LY2561
 LY2561.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2561
 LY2561.The geoid height was determined by GEOID03.
 LY2561
 LY2561;                    North         East     Units Scale Factor Converg.
 LY2561;SPC NJ       -   252,126.540   156,937.194   MT  0.99990059   +0 03 15.5
 LY2561;SPC NJ       -   827,185.16    514,884.78   sFT  0.99990059   +0 03 15.5
 LY2561;SPC NY E     -   252,126.540   156,937.194   MT  0.99990059   +0 03 15.5
 LY2561;SPC NY E     -   827,185.16    514,884.78   sFT  0.99990059   +0 03 15.5
 LY2561;UTM  18      - 4,550,492.790   548,919.672   MT  0.99962945   +0 22 58.9
 LY2561
 LY2561                          SUPERSEDED SURVEY CONTROL
 LY2561
 LY2561  NAD 83(1996)-  41 06 15.27962(N)    074 25 02.67046(W) AD(       ) 4
 LY2561  NAD 83(1986)-  41 06 15.28010(N)    074 25 02.67249(W) AD(       ) 4
 LY2561  NAD 27      -  41 06 14.94878(N)    074 25 04.10652(W) AD(       ) 3
 LY2561
 LY2561.Superseded values are not recommended for survey control.
 LY2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2561.See file dsdata.txt to determine how the superseded data were derived.
 LY2561
 LY2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4892050493(NAD 83)
 LY2561_MARKER: 57 = LOOKOUT TOWER
 LY2561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2561+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2005
 LY2561
 LY2561  HISTORY     - Date     Condition        Report By
 LY2561  HISTORY     - 1973     FIRST OBSERVED   NGS
 LY2561  HISTORY     - 20050612 GOOD             GEOCAC
 LY2561
 LY2561                          STATION DESCRIPTION
 LY2561
 LY2561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LAL)
 LY2561'THE WEST MILFORD, BEARFORT MOUNTAIN LOOKOUT TOWER IS LOCATED
 LY2561'3-1/2 MILES SOUTHWEST OF WEST MILFORD ON THE HIGHEST POINT IN THE
 LY2561'HOPATCONG STATE PARK AND OWNED BY THE STATE OF NEW JERSEY.  IT IS A
 LY2561'SQUARE WOOD CAGE, 75 FEET IN HEIGHT, BROWN IN COLOR, HAS A CONICAL
 LY2561'SHAPED ROOF AND IS SUPPORTED BY 4 STEEL LEGS WITH A BASE OF
 LY2561'15.5 FEET.
 LY2561'
 LY2561'THE POINT INTERSECTED WAS THE CENTER OF THE BASE.
 LY2561
 LY2561                          STATION RECOVERY (2005)
 LY2561
 LY2561'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 LY2561'FOUND BY DESCRIPTION AND COORDINATES.  DROVE UP STEPHENS ROAD FROM
 LY2561'UNION VALLEY ROAD, AND HIKED UP ABOUT A HALF MILE.  THIS IS NOT
 LY2561'LOCATED IN HOPATCONG STATE PARK.  STATION IS LOCATED IN WEST MILFORD
 LY2561'TOWNSHIP, PASSAIC COUNTY, JUST SOUTH OF WAWAYANDA STATE PARK.  THE
 LY2561'AREA IS POSTED BY THE NEWARK WATERSHED CONSERVATION AND DEVELOPMENT
 LY2561'COMMISSION.  A HIKING PERMIT IS REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2869 ***********************************************************************
 JU2869  DESIGNATION -  BEESLEYS
 JU2869  PID         -  JU2869
 JU2869  STATE/COUNTY-  NJ/CAPE MAY
 JU2869  USGS QUAD   -  MARMORA (1994)
 JU2869
 JU2869                         *CURRENT SURVEY CONTROL
 JU2869  ___________________________________________________________________
 JU2869* NAD 83(1996)-  39 16 59.91816(N)    074 37 49.40906(W)     ADJUSTED  
 JU2869* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 JU2869  ___________________________________________________________________
 JU2869  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 JU2869  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 JU2869
 JU2869  HORZ ORDER  -  THIRD
 JU2869
 JU2869.The horizontal coordinates were established by classical geodetic methods
 JU2869.and adjusted by the National Geodetic Survey in September 1999..
 JU2869
 JU2869.The orthometric height was scaled from a topographic map.
 JU2869
 JU2869.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2869
 JU2869.The geoid height was determined by GEOID03.
 JU2869
 JU2869;                    North         East     Units Scale Factor Converg.
 JU2869;SPC NJ       -    49,958.053   138,750.968   MT  0.99990156   -0 04 57.2
 JU2869;SPC NJ       -   163,904.05    455,218.80   sFT  0.99990156   -0 04 57.2
 JU2869;UTM  18      - 4,348,281.731   531,877.075   MT  0.99961251   +0 14 02.5
 JU2869
 JU2869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2869!SPC NJ       -   1.00000438  x   0.99990156  =   0.99990594
 JU2869!UTM  18      -   1.00000438  x   0.99961251  =   0.99961689
 JU2869
 JU2869:                Primary Azimuth Mark                     Grid Az
 JU2869:SPC NJ       -  BEESLEYS POINT WATER TANK                010 11 11.6
 JU2869:UTM  18      -  BEESLEYS POINT WATER TANK                009 52 11.9
 JU2869
 JU2869|---------------------------------------------------------------------|
 JU2869| PID    Reference Object                     Distance      Geod. Az  |
 JU2869|                                                           dddmmss.s |
 JU2869| JU2870 BEESLEYS POINT WATER TANK           461.674 METERS 0100614.4 |
 JU2869| JU2866 BRIDGE TENDERS HOUSE                APPROX. 1.1 KM 0185940.5 |
 JU2869| CB1250 BEESLEYS RM 1                        21.463 METERS 25521     |
 JU2869| JU2881 SOUTH ELECTRIC TOWER                APPROX. 4.3 KM 2902716.7 |
 JU2869| JU2880 NORTH ELECTRIC TOWER                APPROX. 4.3 KM 2921250.9 |
 JU2869| CB1251 BEESLEYS RM 2                        20.723 METERS 31521     |
 JU2869| JU2868 JOBS POINT WINDMILL                 APPROX. 2.8 KM 3490127.5 |
 JU2869|---------------------------------------------------------------------|
 JU2869
 JU2869                          SUPERSEDED SURVEY CONTROL
 JU2869
 JU2869  NAD 83(1986)-  39 16 59.90318(N)    074 37 49.41022(W) AD(       ) 3
 JU2869  NAD 27      -  39 16 59.48600(N)    074 37 50.84300(W) AD(       ) 3
 JU2869
 JU2869.Superseded values are not recommended for survey control.
 JU2869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2869.See file dsdata.txt to determine how the superseded data were derived.
 JU2869
 JU2869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3187748282(NAD 83)
 JU2869_MARKER: DS = TRIANGULATION STATION DISK
 JU2869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2869
 JU2869  HISTORY     - Date     Condition        Report By
 JU2869  HISTORY     - 1935     MONUMENTED       CGS
 JU2869  HISTORY     - 1937     SEE DESCRIPTION  CGS
 JU2869  HISTORY     - 1950     SEE DESCRIPTION  CGS
 JU2869
 JU2869                          STATION DESCRIPTION
 JU2869
 JU2869'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2869'THE STATION IS LOCATED ON HIGH GROUND TO THE E OF HIGHWAY
 JU2869'N.J. 4 IN BEESLEYS POINT, N.J.  IT IS ON PROPERTY OWNED BY
 JU2869'DR. W.A. STEELE.
 JU2869'
 JU2869'TO REACH STATION BY TRUCK PROCEED SOUTHWARD 0.4 MILE ON
 JU2869'HIGHWAY N.J. 4 FROM THE S END OF BRIDGE OVER GREAT EGG HARBOR
 JU2869'RIVER FROM SOMERS POINT TO BEESLEYS POINT.  THE STATION IS 95
 JU2869'FEET FROM THE CENTER LINE OF THE HIGHWAY.
 JU2869'
 JU2869'HENRY WEINHOLZ WHO LIVES ON PROPERTY ADJACENT TO THE S KNOWS
 JU2869'THE LOCATION OF STATION.
 JU2869'
 JU2869'SOM IS THE ONLY MAIN SCHEME STATION WHICH MAY BE SEEN FROM THE
 JU2869'GROUND WITHOUT CUTTING LARGE TREES.
 JU2869'
 JU2869'A 35-FOOT TOWER WAS ERECTED TO SEE OVER TREES AND HOUSES.
 JU2869'
 JU2869'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2869'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.  ALL
 JU2869'MARKS ARE STAMPED BEESLEYS 1935.  REFERENCE MARKS ARE STAMPED
 JU2869'1 AND 2 RESPECTIVELY.  REFERENCE MARKS ARE ALONG EDGE OF
 JU2869'HIGHWAY.  REFERENCE MARK NO. 2 TO THE N OF STATION AND REFERENCE
 JU2869'MARK NO.1 TO SW OF STATION.
 JU2869'
 JU2869'THERE ARE TWO 6-INCH SQUARE CONCRETE STREET MARKERS ON OPPOSITE
 JU2869'SIDE OF ROAD WITH COPPER NAIL IN CENTER.  ONE IS TO THE N AND
 JU2869'THE OTHER IS TO THE S OF THE STREET.  THEY ARE 50.0 FEET APART.
 JU2869'
 JU2869'REFERENCE MARK NO.1 IS 65.81 FEET FROM S STREET MARKER, 38.0
 JU2869'FEET FROM CENTER LINE OF ROAD, 20.0 FEET FROM A.C.E. SYSTEM POLE
 JU2869'NO. 63, AND 66.0 FEET FROM NW CORNER OF MR WEINHOLZS HOUSE, TO
 JU2869'THE S.  THE STATION IS 107.5 FEET FROM THE NW CORNER OF THIS
 JU2869'HOUSE.
 JU2869'
 JU2869'REFERENCE MARK NO. 2 IS 57.49 FEET FROM N STREET MARKER, 35.5
 JU2869'FEET FROM CENTER LINE OF ROAD, AND 13.8 FEET FROM A.C.E. SYSTEM
 JU2869'POLE NO. 5154.
 JU2869'
 JU2869'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS.
 JU2869
 JU2869                          STATION RECOVERY (1937)
 JU2869
 JU2869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2869'THE STATION HAS BEEN DESTROYED BY A TRACTOR THAT PLOWED THE
 JU2869'VICINITY.  REFERENCE MARK NO.1 WAS DISTURBED SO THAT THE TOP OF
 JU2869'THE MARK MAKES AN ANGLE OF ABOUT 30 DEG WITH THE HORIZONTAL,
 JU2869'HOWEVER, THE MARK IS FIRMLY SECURED TO THE MONUMENT.  REFERENCE
 JU2869'MARK NO. 2 IS IN EXCELLENT CONDITION.  IT IS IN THE NARROW PIECE
 JU2869'OF LAND BETWEEN THE FIELD AND THE PAVED HIGHWAY.
 JU2869
 JU2869                          STATION RECOVERY (1950)
 JU2869
 JU2869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2869'STATION AND REFERENCE MARK 2 HAVE BEEN DESTROYED.  REFERENCE
 JU2869'MARK 1 WAS FOUND AS DESCRIBED IN THE RECOVERY NOTE OF 1937.  THE
 JU2869'6-INCH SQUARE CONCRETE STREET MARKERS NO LONGER EXIST.  A HOLE,
 JU2869'3 FEET IN DIAMETER AND 4-1/2 FEET DEEP, FAILED TO REVEAL THE
 JU2869'UNDERGROUND MARK.  THE PUBLISHED DESCRIPTION IS ADEQUATE TO
 JU2869'RECOVER REFERENCE MARK 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3918 ***********************************************************************
 KV3918  DESIGNATION -  BEL
 KV3918  PID         -  KV3918
 KV3918  STATE/COUNTY-  NJ/HUDSON
 KV3918  USGS QUAD   -  WEEHAWKEN (1995)
 KV3918
 KV3918                         *CURRENT SURVEY CONTROL
 KV3918  ___________________________________________________________________
 KV3918* NAD 83(1996)-  40 48 45.59479(N)    074 01 49.14543(W)     ADJUSTED  
 KV3918* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV3918  ___________________________________________________________________
 KV3918  LAPLACE CORR-           7.47  (seconds)                    DEFLEC99
 KV3918  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KV3918
 KV3918  HORZ ORDER  -  SECOND
 KV3918
 KV3918.The horizontal coordinates were established by classical geodetic methods
 KV3918.and adjusted by the National Geodetic Survey in September 1999..
 KV3918
 KV3918.The orthometric height was scaled from a topographic map.
 KV3918
 KV3918.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3918
 KV3918.The geoid height was determined by GEOID03.
 KV3918
 KV3918;                    North         East     Units Scale Factor Converg.
 KV3918;SPC NJ       -   219,851.876   189,624.544   MT  0.99991932   +0 18 25.1
 KV3918;SPC NJ       -   721,297.36    622,126.52   sFT  0.99991932   +0 18 25.1
 KV3918;SPC NY L     -    71,736.166   297,441.979   MT  0.99999511   -0 01 11.4
 KV3918;SPC NY L     -   235,354.40    975,857.56   sFT  0.99999511   -0 01 11.4
 KV3918;UTM  18      - 4,518,413.803   581,782.767   MT  0.99968232   +0 38 01.7
 KV3918
 KV3918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3918!SPC NJ       -   1.00000504  x   0.99991932  =   0.99992436
 KV3918!SPC NY L     -   1.00000504  x   0.99999511  =   1.00000015
 KV3918!UTM  18      -   1.00000504  x   0.99968232  =   0.99968736
 KV3918
 KV3918|---------------------------------------------------------------------|
 KV3918| PID    Reference Object                     Distance      Geod. Az  |
 KV3918|                                                           dddmmss.s |
 KV3918| CB5689 BEL RM 1                             12.066 METERS 10741     |
 KV3918| KV3994 LOS                                 APPROX. 2.0 KM 3414712.9 |
 KV3918| CB5690 BEL RM 2                             52.946 METERS 35610     |
 KV3918|---------------------------------------------------------------------|
 KV3918
 KV3918                          SUPERSEDED SURVEY CONTROL
 KV3918
 KV3918  NAD 83(1996)-  40 48 45.59465(N)    074 01 49.14556(W) AD(       ) 2
 KV3918  NAD 83(1996)-  40 48 45.59346(N)    074 01 49.14715(W) AD(       ) 2
 KV3918  NAD 83(1992)-  40 48 45.59257(N)    074 01 49.14790(W) AD(       ) 2
 KV3918  NAD 83(1986)-  40 48 45.59657(N)    074 01 49.14326(W) AD(       ) 2
 KV3918  NAD 27      -  40 48 45.23400(N)    074 01 50.64300(W) AD(       ) 2
 KV3918
 KV3918.Superseded values are not recommended for survey control.
 KV3918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3918.See file dsdata.txt to determine how the superseded data were derived.
 KV3918
 KV3918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8178318414(NAD 83)
 KV3918_MARKER: I = METAL ROD
 KV3918_SETTING: 0 = UNSPECIFIED SETTING
 KV3918
 KV3918  HISTORY     - Date     Condition        Report By
 KV3918  HISTORY     - 1932     MONUMENTED       CGS
 KV3918  HISTORY     - 1934     GOOD             CGS
 KV3918
 KV3918                          STATION DESCRIPTION
 KV3918
 KV3918'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3918'STATION IS ON THE E SIDE OF THE HACKENSACK RIVER, IN N BERGEN
 KV3918'ON THE S SIDE OF BELLMANS CREEK NW OF THE ARMOUR (FORMERLY
 KV3918'BABBITTS) SOAP WORKS.  IT IS 75.7 METERS W OF THE OLD SOAP
 KV3918'WORKS PIER ON THE S SIDE OF BELLMANS CREEK AND IS ON DYKE 5.2
 KV3918'METERS FROM THE CREEK.
 KV3918'
 KV3918'STATION IS MARKED BY THE DRILL HOLE IN A 3/4-INCH ALLEGHENY STEEL
 KV3918'ROD SET IN THE 12-INCH TOP OF A TRUNCATED-CONICAL, CONCRETE
 KV3918'MONUMENT WITH THE LETTERS BEL-CGS IMPRESSED IN THE CONCRETE SET
 KV3918'FLUSH WITH GROUND.
 KV3918'
 KV3918'TWO REFERNCE MARKS WERE SIMILARLY PLACED.  NO.1 EASTWARD OF THE
 KV3918'STATION.  NO.2 NORTHWARD ON THE OPPOSITE SIDE OF BELLMANS CREEK.
 KV3918'
 KV3918'BOTH HAVE AN IDENTIFICATION NUMBER AND A REFERENCE CROSS
 KV3918'IMPRESSED IN THE CONCRETE.  THE LONGER BAR OF THE CROSS POINTS
 KV3918'TOWARDS THE STATION MARK.  (SHOULD A CROSS-INTERSECTION BE SO
 KV3918'DEFACED AS TO BE RENDERED INDEFINITE, THE EXACT REFERENCE MARK
 KV3918'CENTER MAY BE RECOVERED BY COLD-CHISELLING 1 INCH BELOW THE
 KV3918'MONUMENT SURFACE TO UNCOVER A 1/4-INCH BRASS ROD WHICH EXTENDS
 KV3918'VERTICALLY DOWNWARD 8 INCHES INTO THE MONUMENT.)
 KV3918'
 KV3918'THERE IS AMPLE ROOM AND FAIR FOOTING FOR CENTRAL TRIPOD
 KV3918'SET-UPS.  A 15-FOOT OBSERVING TOWER IS NECESSARY TO OBTAIN
 KV3918'CLEARANCE ALONG THE RIVER.
 KV3918'
 KV3918'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 KV3918
 KV3918                          STATION RECOVERY (1934)
 KV3918
 KV3918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV3918'STATION RECOVERED IN GOOD CONDITION, AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5153 ***********************************************************************
 KV5153  DESIGNATION -  BEL MAR FLAGPOLE
 KV5153  PID         -  KV5153
 KV5153  STATE/COUNTY-  NJ/MONMOUTH
 KV5153  USGS QUAD   -  ASBURY PARK (1989)
 KV5153
 KV5153                         *CURRENT SURVEY CONTROL
 KV5153  ___________________________________________________________________
 KV5153* NAD 83(1996)-  40 10 43.62470(N)    074 00 47.36369(W)     ADJUSTED  
 KV5153* NAVD 88     -                                                        
 KV5153  ___________________________________________________________________
 KV5153  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 KV5153  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV5153
 KV5153  HORZ ORDER  -  THIRD
 KV5153
 KV5153.The horizontal coordinates were established by classical geodetic methods
 KV5153.and adjusted by the National Geodetic Survey in September 1999..
 KV5153
 KV5153
 KV5153.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5153
 KV5153.The geoid height was determined by GEOID03.
 KV5153
 KV5153;                    North         East     Units Scale Factor Converg.
 KV5153;SPC NJ       -   149,477.664   191,460.749   MT  0.99992115   +0 18 50.8
 KV5153;SPC NJ       -   490,411.30    628,150.81   sFT  0.99992115   +0 18 50.8
 KV5153;UTM  18      - 4,448,067.709   584,017.262   MT  0.99968689   +0 38 12.2
 KV5153
 KV5153                          SUPERSEDED SURVEY CONTROL
 KV5153
 KV5153  NAD 83(1986)-  40 10 43.62238(N)    074 00 47.35749(W) AD(       ) 4
 KV5153  NAD 27      -  40 10 43.21600(N)    074 00 48.86100(W) AD(       ) 3
 KV5153
 KV5153.Superseded values are not recommended for survey control.
 KV5153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5153.See file dsdata.txt to determine how the superseded data were derived.
 KV5153
 KV5153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8401748068(NAD 83)
 KV5153_MARKER: 62 = FLAGPOLE
 KV5153
 KV5153  HISTORY     - Date     Condition        Report By
 KV5153  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5153  HISTORY     - 1962     SEE DESCRIPTION  CGS
 KV5153  HISTORY     - 1984     GOOD             USPSQD
 KV5153  HISTORY     - 1988     GOOD             NOSAMC
 KV5153  HISTORY     - 19920704 POOR             USPSQD
 KV5153
 KV5153                          STATION DESCRIPTION
 KV5153
 KV5153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5153'STATION IS THE CENTER OF THE GILT BALL ON THE TALL WHITE
 KV5153'FLAGPOLE AT CORNER OF OCEAN AND EIGHTH AVENUES IN BELMAR, NEW
 KV5153'JERSEY.
 KV5153
 KV5153                          STATION RECOVERY (1962)
 KV5153
 KV5153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5153'RECOVERED IN AN ALTERED CONDITION.  THE TOP OF THE POLE WAS BLOWN
 KV5153'OFF DURING A HURRICANE, AND ABOUT 40 FEET REMAINS.
 KV5153
 KV5153                          STATION RECOVERY (1984)
 KV5153
 KV5153'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5153'STATION RECOVERED AS DESCRIBED IN 1962.
 KV5153
 KV5153                          STATION RECOVERY (1988)
 KV5153
 KV5153'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KV5153'THE FLAGPOLE IS NO LONGER IN USE BUT APPEARS TO BE IN GOOD CONDITION.
 KV5153
 KV5153                          STATION RECOVERY (1992)
 KV5153
 KV5153'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5153'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5202 ***********************************************************************
 AI5202  DESIGNATION -  BELFISH
 AI5202  PID         -  AI5202
 AI5202  STATE/COUNTY-  NJ/MONMOUTH
 AI5202  USGS QUAD   -  ASBURY PARK (1989)
 AI5202
 AI5202                         *CURRENT SURVEY CONTROL
 AI5202  ___________________________________________________________________
 AI5202* NAD 83(1996)-  40 11 08.35142(N)    074 00 34.84347(W)     ADJUSTED  
 AI5202* NAVD 88     -         8.5    (meters)      28.     (feet)  VERTCON   
 AI5202  ___________________________________________________________________
 AI5202  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 AI5202  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 AI5202
 AI5202  HORZ ORDER  -  THIRD
 AI5202
 AI5202.The horizontal coordinates were established by classical geodetic methods
 AI5202.and adjusted by the National Geodetic Survey in May 2000..
 AI5202
 AI5202.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI5202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI5202
 AI5202.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5202
 AI5202.The geoid height was determined by GEOID03.
 AI5202
 AI5202;                    North         East     Units Scale Factor Converg.
 AI5202;SPC NJ       -   150,241.891   191,752.721   MT  0.99992145   +0 18 59.0
 AI5202;SPC NJ       -   492,918.60    629,108.72   sFT  0.99992145   +0 18 59.0
 AI5202;UTM  18      - 4,448,833.389   584,304.858   MT  0.99968749   +0 38 20.6
 AI5202
 AI5202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5202!SPC NJ       -   1.00000382  x   0.99992145  =   0.99992527
 AI5202!UTM  18      -   1.00000382  x   0.99968749  =   0.99969131
 AI5202
 AI5202                          SUPERSEDED SURVEY CONTROL
 AI5202
 AI5202  NGVD 29 (05/18/00)    8.9    (m)           29.     (f) VERT ANG       
 AI5202
 AI5202.Superseded values are not recommended for survey control.
 AI5202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5202.See file dsdata.txt to determine how the superseded data were derived.
 AI5202
 AI5202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8430548833(NAD 83)
 AI5202_MARKER: DD = SURVEY DISK
 AI5202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5202_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5202+STABILITY: SURFACE MOTION
 AI5202
 AI5202  HISTORY     - Date     Condition        Report By
 AI5202  HISTORY     - 1988     MONUMENTED       NOSAMC
 AI5202
 AI5202                          STATION DESCRIPTION
 AI5202
 AI5202'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5202'THE STATION IS LOCATED IN THE NE EDGE OF BELMAR, N.J. JUST SOUTH OF
 AI5202'THE SHARK RIVER INLET ON THE ROOF OF THE BAR AT THE BELMAR FISHING
 AI5202'CLUB PIER. ON THE LOWEST AND MOST WEAWARD OF THE ROOF SECTIONS. IT IS
 AI5202'A STANDARD NOS BRONZE DISK STAMPED---BELFISH 1988---, EPOXIED TO ROOF
 AI5202'SURFACE. IT IS LOCATED 3.685 M. WEST OF EAST EDGE OF THE ROOF, 3.785
 AI5202'M. SOUTH OF NORTH EDGE OF THE ROOF, 3.575 M. NORTH OF SOUTH EDGE OF
 AI5202'THE ROOF, 1.100 M. EAST OF EAST EDGE OF A VENTILATOR. CONTACT--WILLIAM
 AI5202'MEYERS PRESIDENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5790 ***********************************************************************
 KV5790  DESIGNATION -  BELL
 KV5790  PID         -  KV5790
 KV5790  STATE/COUNTY-  NJ/MORRIS
 KV5790  USGS QUAD   -  CHESTER (1981)
 KV5790
 KV5790                         *CURRENT SURVEY CONTROL
 KV5790  ___________________________________________________________________
 KV5790* NAD 83(1996)-  40 47 12.65584(N)    074 40 35.39322(W)     ADJUSTED  
 KV5790* NAVD 88     -       290.6    (meters)     953.     (feet)  VERTCON   
 KV5790  ___________________________________________________________________
 KV5790  X           -   1,278,077.901 (meters)                     COMP
 KV5790  Y           -  -4,664,348.061 (meters)                     COMP
 KV5790  Z           -   4,144,698.024 (meters)                     COMP
 KV5790  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 KV5790  ELLIP HEIGHT-         257.59  (meters)          (10/23/02) GPS OBS
 KV5790  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV5790
 KV5790  HORZ ORDER  -  SECOND
 KV5790  ELLP ORDER  -  FOURTH    CLASS I
 KV5790
 KV5790.The horizontal coordinates were established by classical geodetic methods
 KV5790.and adjusted by the National Geodetic Survey in May 1999..
 KV5790
 KV5790.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5790
 KV5790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5790
 KV5790.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5790
 KV5790.The ellipsoidal height was determined by GPS observations
 KV5790.and is referenced to NAD 83.
 KV5790
 KV5790.The geoid height was determined by GEOID03.
 KV5790
 KV5790;                    North         East     Units Scale Factor Converg.
 KV5790;SPC NJ       -   216,894.089   135,104.049   MT  0.99990273   -0 06 55.1
 KV5790;SPC NJ       -   711,593.36    443,253.87   sFT  0.99990273   -0 06 55.1
 KV5790;UTM  18      - 4,515,146.036   527,294.484   MT  0.99960917   +0 12 40.8
 KV5790
 KV5790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5790!SPC NJ       -   0.99995960  x   0.99990273  =   0.99986233
 KV5790!UTM  18      -   0.99995960  x   0.99960917  =   0.99956878
 KV5790
 KV5790:                Primary Azimuth Mark                     Grid Az
 KV5790:SPC NJ       -  BELL AZ MK                               136 36 06.7
 KV5790:UTM  18      -  BELL AZ MK                               136 16 30.8
 KV5790
 KV5790|---------------------------------------------------------------------|
 KV5790| PID    Reference Object                     Distance      Geod. Az  |
 KV5790|                                                           dddmmss.s |
 KV5790| CB5691 BELL AZ MK                                         1362911.6 |
 KV5790| CB5692 BELL RM 1                             7.148 METERS 19809     |
 KV5790| CB5693 BELL RM 2                             8.772 METERS 31419     |
 KV5790|---------------------------------------------------------------------|
 KV5790
 KV5790                          SUPERSEDED SURVEY CONTROL
 KV5790
 KV5790  ELLIP H (05/14/99)  257.60   (m)                       GP(       ) 4 1
 KV5790  NAD 83(1986)-  40 47 12.65308(N)    074 40 35.39166(W) AD(       ) 2
 KV5790  NAD 27      -  40 47 12.29400(N)    074 40 36.81100(W) AD(       ) 2
 KV5790  NGVD 29 (10/04/91)  290.9    (m)          954.     (f) GPS OBS        
 KV5790
 KV5790.Superseded values are not recommended for survey control.
 KV5790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5790.See file dsdata.txt to determine how the superseded data were derived.
 KV5790
 KV5790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2729415146(NAD 83)
 KV5790_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5790_SP_SET: CONCRETE POST
 KV5790_STAMPING: BELL 1935
 KV5790_MARK LOGO: CGS   
 KV5790_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5790+STABILITY: SURFACE MOTION
 KV5790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5790+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 KV5790
 KV5790  HISTORY     - Date     Condition        Report By
 KV5790  HISTORY     - 1935     MONUMENTED       CGS
 KV5790  HISTORY     - 1935     GOOD             CGS
 KV5790  HISTORY     - 1939     GOOD             NJGS
 KV5790  HISTORY     - 1945     GOOD             CGS
 KV5790  HISTORY     - 1983     GOOD             USPSQD
 KV5790  HISTORY     - 1986     GOOD             LOCSUR
 KV5790  HISTORY     - 19891210 GOOD             NJGS
 KV5790  HISTORY     - 19900205 GOOD
 KV5790  HISTORY     - 20060509 GOOD             AASCO
 KV5790
 KV5790                          STATION DESCRIPTION
 KV5790
 KV5790'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5790'THE STATION IS ON THE SUMMIT OF A BARE HILL ON THE EXPERIMENTAL
 KV5790'STATION OF THE BELL TELEPHONE COMPANY.  IT IS ABOUT 1-1/4 MILES
 KV5790'NE OF CHESTER AND ABOUT 0.1 MILE N OF ROUTE 24 BETWEEN CHESTER
 KV5790'AND MENDHAM.  IT IS 2.47 METERS SSW OF THE SE CORNER OF A BLACK
 KV5790'WOODEN BOX SET IN CONCRETE.  IT IS 5.99 METERS N OF A TELEPHONE
 KV5790'POLE WITH WEATHER VANE ON TOP AND WOODEN PLATFORM BUILT AROUND
 KV5790'POLE BELOW CROSS BARS 0.86 METER SE OF SE CORNER OF WHITE FRAME
 KV5790'USED FOR TESTING WIRES AND ABOUT 2-1/2 PACES N OF CENTER LINE OF
 KV5790'ROAD RUNNING OVER HILL.  THE MARK IS APPROXIMATELY FLUSH WITH
 KV5790'THE GROUND.
 KV5790'
 KV5790'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KV5790'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 KV5790'
 KV5790'REFERENCE MARK NO.1 IS 1-1/2 PACES SW OF POLE NO. L 1 P 5, 2-1/2
 KV5790'PACES SSE OF CENTER LINE OF ROAD.  MARK IS FLUSH WITH THE GROUND.
 KV5790'
 KV5790'REFERENCE MARK NO.2 IS 8 PACES N OF WHITE BOARD FRAME
 KV5790'APPROXIMATELY 6 FEET HIGH AND 10 PACES NW OF CENTER LINE OF
 KV5790'ROAD.  MARK IS FLUSH WITH GROUND.
 KV5790'
 KV5790'AZIMUTH MARK IS ON S SIDE OF ROUTE 24.  TWO PACES W OF TELEGRAPH
 KV5790'POLE NO. 1785, 6 PACES S OF CENTER LINE OF ROUTE 24 AND 4 FEET
 KV5790'N OF WOVEN WIRE FENCE AND ABOUT 50 YARDS W OF HILLSIDE FARM
 KV5790'MARKET.  MARK PROJECTS APPROXIMATELY 6 INCHES.
 KV5790'
 KV5790'TO REACH THE STATION FROM THE POST OFFICE IN CHESTER GO EASTERLY
 KV5790'ON ROUTE 24 (TOWARD MENDHAM) FOR 1.0 MILE TO A GRAVEL DRIVEWAY
 KV5790'LEFT AT A SIGN CAUTION-PRIVATE DRIVEWAY.  TURN LEFT HERE AND GO
 KV5790'STRAIGHT AHEAD (DO NOT FOLLOW MAIN DRIVE TO RIGHT) UP HILL
 KV5790'0.1 MILE TO THE STATION ON LEFT.
 KV5790'
 KV5790'A 4-FOOT STAND WILL CLEAR ALL LINES.
 KV5790
 KV5790                          STATION RECOVERY (1935)
 KV5790
 KV5790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 KV5790'RECOVERED IN GOOD CONDITION.
 KV5790
 KV5790                          STATION RECOVERY (1939)
 KV5790
 KV5790'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1939
 KV5790'STATION AND REFERENCE MARKS FOUND AS DESCRIBED.  A NEW AZIMUTH
 KV5790'MARK, A STANDARD DISK SET IN CONCRETE, AS DESCRIBED IN NOTE 11A,
 KV5790'AND STAMPED BELL RESET 1939 WAS ESTABLISHED AT THIS STATION.  THE
 KV5790'NEW MARK IS ON THE WESTERLY SIDE OF THE ROAD LEADING FROM
 KV5790'MORRISTOWN TO CHESTER, AT HILLSIDE FARM MARKET (DEHART PROPERTY),
 KV5790'0.8 MILE SOUTHEASTERLY FROM THE INTERSECTION OF COUNTY ROUTE 50
 KV5790'AND STATE ROUTE 24, 49.60 FEET SOUTHEASTERLY FROM THE SE
 KV5790'CORNER OF THE HILLSIDE MARKET BUILDING, 39.72 FEET SOUTHERLY
 KV5790'FROM, 21.57 FEET SOUTHWESTERLY FROM, AND 30.12 FEET WESTERLY
 KV5790'FROM 3 CROSSES, ALL CUT IN THE CONCRETE PAVEMENT AND 46.82
 KV5790'FEET NORTHWESTERLY FROM A NAIL IN POLE NO.1783.
 KV5790
 KV5790                          STATION RECOVERY (1945)
 KV5790
 KV5790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RCE)
 KV5790'ORIGINAL DESCRIPTION OF THE NEW AZIMUTH MARK IS FITTING, EXCEPT
 KV5790'THAT PHRASE - AND 46.82 FEET NORTHWESTERLY FROM A NAIL IN POLE
 KV5790'NO.1783 - SHOULD BE DELETED, SINCE POLE NO.1783 HAS BEEN REMOVED.
 KV5790'
 KV5790'AT THE TIME OF THE RECOVERY, IT WAS NECESSARY TO EXCAVATE SEVERAL
 KV5790'INCHES OF SOD IN ORDER TO EXPOSE THE MARK TO VIEW.  THE
 KV5790'IMPORTANCE AND VALUE OF THE MARK WAS EXPLAINED TO THE LANDOWNER,
 KV5790'AND HE WAS REQUESTED TO LEAVE IT UNCOVERED SO THAT THE NEXT MAN
 KV5790'WHO NEEDS TO USE IT WILL NOT HAVE TO DIG FOR IT.  IT IS BELIEVED
 KV5790'THAT THE LANDOWNER WILL COOPERATE IN THE MATTER.
 KV5790
 KV5790                          STATION RECOVERY (1983)
 KV5790
 KV5790'RECOVERY NOTE BY US POWER SQUADRON 1983 (JBD)
 KV5790'BELL 1935 (STATION) RECOVERED GOOD.
 KV5790'
 KV5790'RM-1 NOT RECOVERED.
 KV5790'
 KV5790'RM-2 1935 RECOVERED GOOD.
 KV5790'
 KV5790'AZIMUTH NOT RECOVERED.
 KV5790'
 KV5790'COMPANY REPORTED THAT RM-1 WAS PROBABLY ACCIDENTALLY DESTROYED DURING
 KV5790'SNOW PLOWING.  PART OF CONCRETE POST FOUND IN PLACE.
 KV5790'
 KV5790'IN AREA WHERE AZIMUTH MARK WAS BELIEVED TO BE LOCATED, BRUSH
 KV5790'PREVENTED THOROUGH SEARCH.  (SEE ATTACHMENT FOR SUGGESTED CHANGES IN
 KV5790'DESCRIPTIONS.
 KV5790'
 KV5790'ORIGINAL DESCRIPTION OF HOW TO REACH STATION IS NO LONGER FITTING AS
 KV5790'ENTRANCE TO PROPERTY HAS BEEN CHANGED.  SUGGESTED NEW
 KV5790'DESCRIPTION--TO REACH STATION FROM CHESTER POSTOFFICE GO E ON RT. 24
 KV5790'FOR 0.2 MILE TO JUNCTION WITH RT. 513, CONTINUE ON RT. 513 FOR 0.4
 KV5790'MILE AND TURN RIGHT INTO MAIN ENTRANCE OF BELL TELEPHONE
 KV5790'LABORATORIES.  (VISITORS MUST REGISTER) TAKE FIRST RIGHT ROAD
 KV5790'AFTER ENTRANCE FOR 0.4 MILE, BEARING LEFT AT FORK.  AT 3-WAY
 KV5790'INTERSECTION TAKE GRAVEL ROAD STRAIGHT AHEAD FOR 0.1 MILE TO HILLTOP.
 KV5790'
 KV5790'ORIGINAL DESCRIPTION OF STATION MARK IS NO LONGER FITTING SINCE BLACK
 KV5790'WOODEN BOX, TELEPHONE POLE WITH WEATHER VANE, AND WHITE WIRE FRAME
 KV5790'HAVE BEEN REMOVED.  SUGGESTED NEW DESCRIPTION--STATION MARK IS
 KV5790'LOCATED ON N SIDE OF ROAD 19 PACES E OF NE CORNER OF PIPE RACK, 27
 KV5790'PACES NE OF TELEPHONE POLE NO. 326, AND 18 PACES S OF CONCRETE
 KV5790'COLUMN 6 FT. HIGH WITH 2X3 FT. BASE.  STATION MARK IS SET IN 12X12
 KV5790'IN.  CONCRETE POST AND IS 6 IN. ABOVE GROUND.
 KV5790'
 KV5790'ORIGINAL DESCRIPTION OF RM-2 IS NO LONGER FITTING AS WHITE BOARD
 KV5790'FRAME HAS BEEN REMOVED.  SUGGESTED NEW DESCRIPTION--RM-2 IS LOCATED 9
 KV5790'PACES SW OF CONCRETE COLUMN 6 FT. HIGH WITH 2X3 FT. BASE AND 10
 KV5790'PACES NW OF THE CENTER LINE OF THE ROAD.  RM-2 IS SET IN 12X12 IN.
 KV5790'CONCRETE POST AND IS 8 IN. ABOVE GROUND.
 KV5790'
 KV5790'ORIGINAL DESCRIPTION OF AZIMUTH MARK IS NO LONGER FITTING AS THE
 KV5790'HILLSIDE FARM MARKET IS NO LONGER IN BUSINESS AND THE BUILDINGS ARE
 KV5790'NOW OCCUPIED BY CUT-LET APPLIANCES AND THE CHEROKEE RUBBER CO.
 KV5790'FURTHER THE THREE CROSSES CUT IN THE CONCRETE PAVEMENT APPEAR TO
 KV5790'HAVE BEEN LOST SINCE THE HIGHWAY HAS BEEN RESURFACED.
 KV5790
 KV5790                          STATION RECOVERY (1986)
 KV5790
 KV5790'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (CT)
 KV5790'RECOVERED IN GOOD CONDITION.
 KV5790
 KV5790                          STATION RECOVERY (1989)
 KV5790
 KV5790'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV5790'THE STATION IS LOCATED IN CHESTER BOROUGH, ON THE SOUTHEAST SIDE OF
 KV5790'NORTH ROAD, COUNTY ROAD 513, ON A BARE KNOB HILL, WITH SEVERAL POWER
 KV5790'POLES ON IT, ON PROPERTY OF THE A T AND T BELL LABORATORIES.  CONTACT
 KV5790'MR. JOHN PRZEPADLO AT 201 879 3415 TO GAIN ACCESS.  TO REACH THE
 KV5790'STATION FROM THE JUNCTION OF U.S. HIGHWAY 206 AND STATE ROUTE 24, IN
 KV5790'CHESTER, GO 1.1 KM (0.68 MI) NORTHEAST ON MAIN STREET, STATE ROUTE
 KV5790'24, TO THE JUNCTION OF COUNTY ROAD 510 AND NORTH ROAD, COUNTY ROAD
 KV5790'513, CONTINUE 0.7 KM (0.43 MI) NORTHEAST ON ROUTE 513 TO THE BELL
 KV5790'LABORATORIES ON THE RIGHT.  TURN RIGHT INTO THE COMPLEX, A ROAD RIGHT
 KV5790'LEADS THROUGH GATES TO THE HILL BUT REGISTER WITH THE GUARDS AT
 KV5790'BUILDING NUMBER 3, WHICH IS REACHED STRAIGHT AHEAD.  THE STATION CAN
 KV5790'BE REACHED BY GOING AROUND THIS BUILDING INSTEAD OF GOING THROUGH THE
 KV5790'GATES.  THE STATION IS 7.6 M (24.93 FT) NORTHWEST OF THE CENTER OF
 KV5790'THE ROAD, 13.0 M (42.65 FT) SOUTH SOUTHWEST OF A 1.9 M (6.23 FT) HIGH
 KV5790'CONCRETE ANCHOR, 22.1 M (72.51 FT) NORTHEAST OF POWER POLE 326 AND
 KV5790'25.0 M (82.02 FT) SOUTHWEST OF A 12 FOOT SQUARE CONCRETE PAD. THE
 KV5790'STATION IS 0.05 M (0.16 FT) ABOVE THE GROUND.  RM 2 WAS ALSO
 KV5790'RECOVERED AT THIS TIME BUT NOT MEASURED TO.
 KV5790
 KV5790                          STATION RECOVERY (1990)
 KV5790
 KV5790'RECOVERED 1990
 KV5790'RECOVERED IN GOOD CONDITION.
 KV5790
 KV5790                          STATION RECOVERY (2006)
 KV5790
 KV5790'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (JAL)
 KV5790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4363 ***********************************************************************
 JU4363  DESIGNATION -  BELL
 JU4363  PID         -  JU4363
 JU4363  STATE/COUNTY-  NJ/ATLANTIC
 JU4363  USGS QUAD   -  MAYS LANDING (1989)
 JU4363
 JU4363                         *CURRENT SURVEY CONTROL
 JU4363  ___________________________________________________________________
 JU4363* NAD 83(1996)-  39 26 34.40560(N)    074 37 32.92280(W)     ADJUSTED  
 JU4363* NAVD 88     -        19.7    (meters)      65.     (feet)  GPS OBS   
 JU4363  ___________________________________________________________________
 JU4363  X           -   1,307,640.340 (meters)                     COMP
 JU4363  Y           -  -4,755,725.584 (meters)                     COMP
 JU4363  Z           -   4,030,399.951 (meters)                     COMP
 JU4363  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 JU4363  ELLIP HEIGHT-         -14.21  (meters)          (10/23/02) GPS OBS
 JU4363  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JU4363
 JU4363  HORZ ORDER  -  FIRST
 JU4363  ELLP ORDER  -  FOURTH    CLASS I
 JU4363
 JU4363.The horizontal coordinates were established by GPS observations
 JU4363.and adjusted by the National Geodetic Survey in May 1999..
 JU4363
 JU4363.The orthometric height was determined by GPS observations and a
 JU4363.high-resolution geoid model.
 JU4363
 JU4363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4363
 JU4363.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4363
 JU4363.The ellipsoidal height was determined by GPS observations
 JU4363.and is referenced to NAD 83.
 JU4363
 JU4363.The geoid height was determined by GEOID03.
 JU4363
 JU4363;                    North         East     Units Scale Factor Converg.
 JU4363;SPC NJ       -    67,672.671   139,170.720   MT  0.99990144   -0 04 47.7
 JU4363;SPC NJ       -   222,022.75    456,595.94   sFT  0.99990144   -0 04 47.7
 JU4363;UTM  18      - 4,365,993.283   532,198.682   MT  0.99961276   +0 14 15.8
 JU4363
 JU4363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4363!SPC NJ       -   1.00000223  x   0.99990144  =   0.99990367
 JU4363!UTM  18      -   1.00000223  x   0.99961276  =   0.99961499
 JU4363
 JU4363                          SUPERSEDED SURVEY CONTROL
 JU4363
 JU4363  ELLIP H (05/14/99)  -14.18   (m)                       GP(       ) 4 1
 JU4363  NAD 83(1992)-  39 26 34.39618(N)    074 37 32.92259(W) AD(       ) 1
 JU4363
 JU4363.Superseded values are not recommended for survey control.
 JU4363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4363.See file dsdata.txt to determine how the superseded data were derived.
 JU4363
 JU4363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3219965993(NAD 83)
 JU4363_MARKER: DD = SURVEY DISK
 JU4363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4363_SP_SET: CONCRETE POST
 JU4363_STAMPING: BELL 1993
 JU4363_MARK LOGO: HAMTWP
 JU4363_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 JU4363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4363+STABILITY: SURFACE MOTION
 JU4363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4363+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JU4363
 JU4363  HISTORY     - Date     Condition        Report By
 JU4363  HISTORY     - 1993     MONUMENTED       HAMTWP
 JU4363
 JU4363                          STATION DESCRIPTION
 JU4363
 JU4363'DESCRIBED BY HAMILTON TOWNSHIP NEW JERSEY 1993
 JU4363'IN HAMILTON TOWNSHIP ON THE SOUTHWEST SIDE OF MCKEE AVENUE.  TO REACH
 JU4363'FROM THE JUNCTION OF U.S. ROUTE 322 AND STATE ROUTE 50 AT MAYS
 JU4363'LANDING, GO SOUTHEAST ON ROUTE 322 FOR 7.9 KM (4.9 MI) TO MCKEE
 JU4363'AVENUE, GO SOUTHEAST (RIGHT) ON MCKEE AVENUE FOR ABOUT 60 M
 JU4363'(196.8 FT) TO THE STATION ON THE RIGHT.
 JU4363'THE STATION IS SET FLUSH WITH GROUND 1.3 M (4.3 FT) SOUTHWEST OF THE
 JU4363'SOUTHWEST EDGE OF PAVEMENT ON MCKEE AVENUE, 6.92 M (22.70 FT)
 JU4363'SOUTHWEST OF A CROSS-CUT ON A MANHOLE RIM, 2.55 M (8.37 FT) EAST OF A
 JU4363'CONCRETE PROPERTY MONUMENT, 6.91 M (22.67 FT) SOUTHEAST OF THE
 JU4363'SOUTHEAST FENCE CORNER POST OF A FENCE SURROUNDING A BELL TELEPHONE
 JU4363'BUILDING, AND 13.04 M (42.78 FT) SOUTHEAST OF THE NORTHEAST FENCE
 JU4363'CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2976 ***********************************************************************
 JU2976  DESIGNATION -  BELLE PLAIN
 JU2976  PID         -  JU2976
 JU2976  STATE/COUNTY-  NJ/CAPE MAY
 JU2976  USGS QUAD   -  TUCKAHOE (1994)
 JU2976
 JU2976                         *CURRENT SURVEY CONTROL
 JU2976  ___________________________________________________________________
 JU2976* NAD 83(1996)-  39 17 02.06149(N)    074 50 56.09037(W)     ADJUSTED  
 JU2976* NAVD 88     -        16.4    (meters)      54.     (feet)  GPS OBS   
 JU2976  ___________________________________________________________________
 JU2976  X           -   1,292,037.481 (meters)                     COMP
 JU2976  Y           -  -4,771,584.139 (meters)                     COMP
 JU2976  Z           -   4,016,751.053 (meters)                     COMP
 JU2976  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 JU2976  ELLIP HEIGHT-         -17.97  (meters)          (10/23/02) GPS OBS
 JU2976  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 JU2976
 JU2976  HORZ ORDER  -  FIRST
 JU2976  ELLP ORDER  -  FOURTH    CLASS I
 JU2976
 JU2976.The horizontal coordinates were established by GPS observations
 JU2976.and adjusted by the National Geodetic Survey in May 1999..
 JU2976
 JU2976.The orthometric height was determined by GPS observations and a
 JU2976.high-resolution geoid model.
 JU2976
 JU2976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2976
 JU2976.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2976
 JU2976.The ellipsoidal height was determined by GPS observations
 JU2976.and is referenced to NAD 83.
 JU2976
 JU2976.The geoid height was determined by GEOID03.
 JU2976
 JU2976;                    North         East     Units Scale Factor Converg.
 JU2976;SPC NJ       -    50,074.072   119,898.969   MT  0.99991115   -0 13 15.3
 JU2976;SPC NJ       -   164,284.68    393,368.53   sFT  0.99991115   -0 13 15.3
 JU2976;UTM  18      - 4,348,293.581   513,030.362   MT  0.99960209   +0 05 44.4
 JU2976
 JU2976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2976!SPC NJ       -   1.00000282  x   0.99991115  =   0.99991397
 JU2976!UTM  18      -   1.00000282  x   0.99960209  =   0.99960491
 JU2976
 JU2976:                Primary Azimuth Mark                     Grid Az
 JU2976:SPC NJ       -  BELLE PLAIN RM 1                         051 28 20.2
 JU2976:UTM  18      -  BELLE PLAIN RM 1                         051 09 20.5
 JU2976
 JU2976|---------------------------------------------------------------------|
 JU2976| PID    Reference Object                     Distance      Geod. Az  |
 JU2976|                                                           dddmmss.s |
 JU2976| CB1254 BELLE PLAIN RM 1                                   0511504.9 |
 JU2976| CB1255 BELLE PLAIN RM 2                     31.891 METERS 09108     |
 JU2976| CB1256 BELLE PLAIN RM 3                     28.385 METERS 18530     |
 JU2976| CB1436 HOTEL RM DRILL HOLE                                27133     |
 JU2976|---------------------------------------------------------------------|
 JU2976
 JU2976                          SUPERSEDED SURVEY CONTROL
 JU2976
 JU2976  ELLIP H (05/14/99)  -17.98   (m)                       GP(       ) 4 1
 JU2976  NAD 83(1992)-  39 17 02.06077(N)    074 50 56.08995(W) AD(       ) 1
 JU2976  ELLIP H (03/31/93)  -18.07   (m)                       GP(       ) 3 2
 JU2976  NAD 83(1991)-  39 17 02.04544(N)    074 50 56.09432(W) AD(       ) 1
 JU2976  NAD 83(1986)-  39 17 02.04434(N)    074 50 56.09447(W) AD(       ) 1
 JU2976  NAD 27      -  39 17 01.63300(N)    074 50 57.48700(W) AD(       ) 1
 JU2976
 JU2976.Superseded values are not recommended for survey control.
 JU2976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2976.See file dsdata.txt to determine how the superseded data were derived.
 JU2976
 JU2976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1303048294(NAD 83)
 JU2976_MARKER: DS = TRIANGULATION STATION DISK
 JU2976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2976_SP_SET: CONCRETE POST
 JU2976_STAMPING: BELLE PLAIN 1932
 JU2976_MARK LOGO: CGS   
 JU2976_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2976+STABILITY: SURFACE MOTION
 JU2976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2976+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1994
 JU2976
 JU2976  HISTORY     - Date     Condition        Report By
 JU2976  HISTORY     - 1932     MONUMENTED       CGS
 JU2976  HISTORY     - 1932     GOOD             CGS
 JU2976  HISTORY     - 1946     GOOD             CGS
 JU2976  HISTORY     - 1974     GOOD             NGS
 JU2976  HISTORY     - 19890201 GOOD             NJGS
 JU2976  HISTORY     - 19900910 GOOD
 JU2976  HISTORY     - 19940830 GOOD             NJGS
 JU2976
 JU2976                          STATION DESCRIPTION
 JU2976
 JU2976'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2976'AT LOCATION OF BELLE PLAIN FIRE LOOK-OUT TOWER ON THE BELLE
 JU2976'PLAIN FOREST RESERVE 1.2 MILES NE OF BELLE PLAIN POST OFFICE.
 JU2976'
 JU2976'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2976'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU2976'
 JU2976'REFERENCE MARK NO.1 IS NNE OF STATION AT SW CORNER OF TIMBER
 JU2976'THAT IS AT NW CORNER OF GARDEN PATCH AND YOUNG ORCHARD.  6
 JU2976'METERS SE OF CENTER LINE OF MACADAM ROAD.  4 METERS SW OF NARROW
 JU2976'ROAD ALONG S EDGE OF TIMBER.
 JU2976'
 JU2976'REFERENCE MARK NO. 2 IS NE OF STATION 15.8 METERS NE OF
 JU2976'INTERSECTION OF GRAVEL AND MACADAM ROADS.  6.7 METERS SE OF
 JU2976'CENTER LINE OF MACADAM ROAD.
 JU2976'
 JU2976'REFERENCE MARK NO. 3 IS SSE OF STATION 6.1 METERS SE OF CENTER
 JU2976'LINE OF MACADAM ROAD.
 JU2976'
 JU2976'FROM WOODBINE, N.J., TAKE MACADAM ROAD NW ABOUT 3.4 MILES TO
 JU2976'T-INTERSECTION WITH MACADAM ROAD AT BELLE PLAIN.  TURN RIGHT,
 JU2976'NE, AND CONTINUE STRAIGHT ABOUT 1.5 MILES TO FIRE LOOK-OUT
 JU2976'TOWER AND STATION SITE.  STATION IS JUST E OF FIRE TOWER AND W
 JU2976'OF INTERSECTION OF MACADAM ROAD WITH PRIVATE GRAVEL ROAD TO TAR
 JU2976'KILN 18 METERS W OF INTERSECTION.  14 METERS NW OF CENTER LINE
 JU2976'OF MACADAM ROAD.  11.6 METERS SW OF GRAVEL ROAD TO TAR KILN.  4
 JU2976'METERS ENE OF SE LEG OF TOWER.  5.2 METERS SE OF NE LEG OF
 JU2976'TOWER.
 JU2976'
 JU2976'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 JU2976
 JU2976                          STATION RECOVERY (1932)
 JU2976
 JU2976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 JU2976'RECOVERED IN GOOD CONDITION.
 JU2976
 JU2976                          STATION RECOVERY (1946)
 JU2976
 JU2976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU2976'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU2976'IS ADEQUATE.  MEASUREMENTS WERE CHECKED.  R.M. NO. 1 WAS NOT
 JU2976'FOUND.  AREA IN WHICH IT WAS LOCATED IS NOW A
 JU2976'GARDEN.  RECOMMEND THAT IT BE CLASSIFIED AS LOST.
 JU2976
 JU2976                          STATION RECOVERY (1974)
 JU2976
 JU2976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU2976'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 JU2976'FOUND IN GOOD CONDITION.  REFERENCE MARK 3 WAS FOUND TILTED
 JU2976'ABOUT 1 FOOT.  IT WAS STRAIGHTENED UP AND A NEW DISTANCE AND
 JU2976'DIRECTION OBSERVED.  THE STAMPING ON THE DISK WAS NOT
 JU2976'CHANGED.  A SHORTER DISTANCE OF 0.02 FOOT WAS NOTED TO
 JU2976'REFERENCE MARK 2, IT IS BELIEVED THE PREVIOUS DISTANCE WAS A
 JU2976'SLOPE MEASUREMENT.  THE ANGLE BETWEEN THE AZIMUTH MARK AND
 JU2976'REFERENCE MARK 2 WERE WITHIN CLOSE AGREEMENT WITH THE PREVIOUS
 JU2976'OBSERVATION.
 JU2976'
 JU2976'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU2976'
 JU2976'THE STATION IS LOCATED ABOUT 12 AIRLINE MILES SOUTHWEST OF
 JU2976'ATLANTIC CITY, 9 MILES SOUTHEAST OF VINELAND AND 1-1/2 MILE
 JU2976'NORTHEAST OF BELLE PLAIN.  IT IS LOCATED ON STATE OWNED PROPERTY.
 JU2976'
 JU2976'TO REACH FROM THE INTERSECTION ON STATE HIGHWAYS 50 AND 47,
 JU2976'TUCKAHOE ROAD AND IN THE SOUTH PART OF BELLE PLAIN, GO
 JU2976'NORTHEASTERLY ON TUCKAHOE ROAD FOR 1.5 MILE TO THE BELLE PLAIN
 JU2976'FIRE TOWER ON THE LEFT AND THE STATION ON THE LEFT.
 JU2976'
 JU2976'THE STATION MARK IS A STANDARD DISK STAMPED BELLE PLAIN 1932,
 JU2976'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 JU2976'PROJECTS 4-INCHES.  IT IS 45.2 FEET NORTHWEST OF THE CENTER OF
 JU2976'TUCKAHOE ROAD, 33.3 FEET SOUTHWEST OF THE CENTER OF A DIRT
 JU2976'ROAD, 53 FEET NORTHEAST OF THE NORTHEAST LEG OF THE FIRE TOWER
 JU2976'AND 1.0 FOOT NORTHWEST OF A WITNESS POST.  (NOTE 1A 7A)
 JU2976'
 JU2976'REFERENCE MARK 1 (AZ MK) IS A STANDARD DISK STAMPED BELLE
 JU2976'PLAIN NO 1 1932, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 JU2976'MONUMENT WHICH PROJECTS 8-INCHES.  IT IS 200 FEET NORTHEAST OF
 JU2976'MR. ROBERT CHAMPIONS HOME, 92.8 FEET NORTHWEST OF A POWERLINE
 JU2976'POLE NUMBERED 0-480, 18 FEET SOUTHEAST OF THE CENTER OF
 JU2976'TUCKAHOE ROAD, 3.8 FEET SOUTHWEST OF POWERLINE POLE NUMBERED
 JU2976'0-483 AND 1.1 FEET SOUTHWEST OF A WITNESS POST.  (NOTE 11A)
 JU2976'
 JU2976'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BELLE PLAIN NO 2
 JU2976'1932, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 JU2976'WHICH PROJECTS 8-INCHES.  IT IS 105.0 FEET EAST OF THE WITNESS
 JU2976'POST, 71.8 FEET NORTHEAST OF POWERLINE POLE NUMBERED 04838 AND
 JU2976'24.9 FEET SOUTHEAST OF THE CENTER OF TUCKAHOE ROAD.  (NOTE 11A)
 JU2976'
 JU2976'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BELLE PLAIN NO 3
 JU2976'1932, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 JU2976'WHICH PROJECTS 8-INCHES.  IT IS 92.1 FEET SOUTHEAST OF THE
 JU2976'WITNESS POST, 73.5 FEET SOUTHWEST OF THE POWERLINE POLE
 JU2976'NUMBERED 04838 AND 19.2 FEET SOUTHEAST OF THE CENTER OF
 JU2976'TUCKAHOE ROAD.  (NOTE 11A)
 JU2976'
 JU2976'THE DRILL HOLE IS LOCATED IN THE NORTHEAST FOUNDATION FOR THE
 JU2976'NORTHEAST LEG OF THE FIRE TOWER.  IT IS A 3/4 INCH HOLE ABOUT
 JU2976'1/2 INCH DEEP AND JUST NORTHEAST OF THE POINT WHERE THE STEEL
 JU2976'STRUCTURE IS JOINED TO THE CONCRETE.
 JU2976'
 JU2976'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON
 JU2976'TUCKAHOE ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT, JUST AFTER
 JU2976'PASSING MR. CHAMPIONS HOME ON THE RIGHT.
 JU2976'
 JU2976'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2976'1-1/2 MILES NORTHEAST OF BELLE PLAIN.
 JU2976
 JU2976                          STATION RECOVERY (1989)
 JU2976
 JU2976'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 JU2976'THE STATION IS LOCATED ABOUT 12 AIRLINE MILES SOUTHWEST OF ATLANTIC
 JU2976'CITY, 9 MILES SOUTHEAST OF VINELAND AND 1.5 MI (2.4 KM) NORTHEAST OF
 JU2976'BELLEPLAIN AND ON STATE OWNED PROPERTY, IN UPPER DENNIS TOWNSHIP.  TO
 JU2976'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 AND STATE
 JU2976'HIGHWAY 49 IN TUCKAHOE, GO 3.6 MI (5.8 KM) WEST ON STATE HIGHWAY 49
 JU2976'TO THE WYE JUNCTION WITH COUNTY ROAD 548, WEATHERBY ROAD, AT THE
 JU2976'VILLAGE OF HEAD OF THE RIVER, TURN ONTO COUNTY ROAD 548 AND CONTINUE
 JU2976'WEST 0.25 MI (0.40 KM) TO THE JUNCTION WITH COUNTY ROAD 605,
 JU2976'BELLEPLAIN, HEAD OF THE RIVER ROAD.  TURN LEFT AND GO 2.0 MI
 JU2976'(3.2 KM) SOUTHWEST ON COUNTY ROAD 605 TO A SAND ROAD, TARKLIN ROAD
 JU2976'AND THE FIRE TOWER AND THE STATION ON THE RIGHT.  TO REACH THE
 JU2976'STATION FROM THE FIRE DEPARTMENT IN BELLEPLAIN, 0.1 MI (0.2 KM)
 JU2976'NORTHEAST ON COUNTY ROAD 605 FROM THE JUNCTION OF COUNTY ROAD 605 AND
 JU2976'COUNTY ROAD 550, WOODBINE AVENUE, IN BELLEPLAIN, GO 1.45 MI
 JU2976'(2.33 KM) NORTHEAST ON COUNTY ROAD 605 TO THE BELLEPLAIN FIRE TOWER
 JU2976'AND THE STATION ON THE LEFT. THE STATION IS 13.7 M (44.9 FT)
 JU2976'NORTHWEST OF THE COUNTY ROAD 605 CENTERLINE, 10.0 M (32.8 FT)
 JU2976'SOUTHWEST OF THE TARKLIN ROAD CENTERLINE, 13.6 M (44.6 FT) NORTHEAST
 JU2976'OF THE EAST CORNER OF AN EIGHT FOOT HIGH FENCE AROUND THE FIRE TOWER,
 JU2976'17.45 M (57.25 FT) EAST OF THE NORTH CORNER OF THE TOWER FENCE AND IS
 JU2976'0.3 FT (0.1 M) ABOVE THE GROUND.
 JU2976'THE STATION AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
 JU2976'CONDITION.  MEASUREMENTS WERE MADE TO THEM ELECTRONICALLY AND
 JU2976'MEASURED 15 MM LONGER IN BOTH CASES.  THE AZIMUTH MARK, REFERENCE
 JU2976'MARK 1, STAMPED BELLE PLAIN NO 1 1932, WAS FOUND LEANING, WAS PUT
 JU2976'ERECT AGAIN AND POLARIS OBSERVED TO POSITION IT, THE ANGLE MEASURED
 JU2976'40 SECONDS LARGER THAN THE ORIGINAL OBSERVATION.
 JU2976
 JU2976                          STATION RECOVERY (1990)
 JU2976
 JU2976'RECOVERED 1990
 JU2976'RECOVERED IN GOOD CONDITION.
 JU2976
 JU2976                          STATION RECOVERY (1994)
 JU2976
 JU2976'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 JU2976'THE STATION IS LOCATED IN UPPER DENNIS TOWNSHIP WITHIN THE BOUNDARY OF
 JU2976'THE BELLEPLAIN STATE FOREST.  TO REACH THE STATION FROM THE JUNCTION
 JU2976'OF STATE ROUTES 49 AND 50 IN TUCKAHOE, GO 3.6 MI (5.8 KM) WEST ON
 JU2976'STATE ROUTE 49 TO THE WYE JUNCTION WITH COUNTY ROAD 548, WEATHERBY
 JU2976'ROAD.  KEEP TO THE LEFT AND GO WEST ON COUNTY ROAD 548 FOR 0.25 MI
 JU2976'(0.40 KM) TO THE JUNCTION WITH COUNTY ROAD 605, BELLEPLAIN ROAD. TURN
 JU2976'LEFT AND GO 2.0 MI (3.2 KM) SOUTHWEST ON COUNTY ROAD 605 TO A SAND
 JU2976'ROAD, TARKLIN ROAD AND THE FIRE TOWER AND THE STATION ON THE RIGHT.
 JU2976'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 605 AND COUNTY
 JU2976'ROAD 550, WOODBINE AVENUE, IN BELLEPLAIN, GO 1.45 MI (2.33 KM)
 JU2976'NORTHEAST ON COUNTY ROAD 605 TO THE BELLEPLAIN FIRE TOWER AND THE
 JU2976'STATION ON THE LEFT.  THE STATION IS 13.7 M (44.9 FT) NORTHWEST FROM
 JU2976'THE CENTERLINE OF COUNTY ROAD 605, 10.0 M (32.8 FT) SOUTHWEST FROM THE
 JU2976'CENTERLINE OF TARKLIN ROAD, 13.6 M (44.6 FT) NORTHEAST FROM THE EAST
 JU2976'CORNER OF AN EIGHT FOOT HIGH FENCE AROUND THE FIRE TOWER AND 17.45 M
 JU2976'(57.25 FT) EAST FROM THE NORTH CORNER OF THE TOWER FENCE.  THE STATION
 JU2976'PROJECTS ABOUT 0.3 FT (9.1 CM) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2975 ***********************************************************************
 JU2975  DESIGNATION -  BELLE PLAIN STATE FIRE TOWER
 JU2975  PID         -  JU2975
 JU2975  STATE/COUNTY-  NJ/CAPE MAY
 JU2975  USGS QUAD   -  TUCKAHOE (1994)
 JU2975
 JU2975                         *CURRENT SURVEY CONTROL
 JU2975  ___________________________________________________________________
 JU2975* NAD 83(1996)-  39 17 02.10844(N)    074 50 56.36598(W)     ADJUSTED  
 JU2975* NAVD 88     -                                                        
 JU2975  ___________________________________________________________________
 JU2975  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 JU2975  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 JU2975
 JU2975  HORZ ORDER  -  THIRD
 JU2975
 JU2975.The horizontal coordinates were established by classical geodetic methods
 JU2975.and adjusted by the National Geodetic Survey in September 1999..
 JU2975
 JU2975
 JU2975.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2975
 JU2975.The geoid height was determined by GEOID03.
 JU2975
 JU2975;                    North         East     Units Scale Factor Converg.
 JU2975;SPC NJ       -    50,075.546   119,892.370   MT  0.99991116   -0 13 15.5
 JU2975;SPC NJ       -   164,289.52    393,346.88   sFT  0.99991116   -0 13 15.5
 JU2975;UTM  18      - 4,348,295.017   513,023.757   MT  0.99960209   +0 05 44.2
 JU2975
 JU2975                          SUPERSEDED SURVEY CONTROL
 JU2975
 JU2975  NAD 83(1991)-  39 17 02.09217(N)    074 50 56.37044(W) AD(       ) 4
 JU2975  NAD 83(1986)-  39 17 02.09013(N)    074 50 56.37224(W) AD(       ) 4
 JU2975  NAD 27      -  39 17 01.68000(N)    074 50 57.76000(W) AD(       ) 3
 JU2975
 JU2975.Superseded values are not recommended for survey control.
 JU2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2975.See file dsdata.txt to determine how the superseded data were derived.
 JU2975
 JU2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1302448295(NAD 83)
 JU2975_MARKER: 57 = LOOKOUT TOWER
 JU2975
 JU2975  HISTORY     - Date     Condition        Report By
 JU2975  HISTORY     - 1932     FIRST OBSERVED   CGS
 JU2975  HISTORY     - 20050827 GOOD             GEOCAC
 JU2975
 JU2975                          STATION DESCRIPTION
 JU2975
 JU2975'DESCRIBED BY GEOCACHING 2005 (STC)
 JU2975'TOWER IS 4-LEGGED, CROSS-BRACED METAL STRUCTURE, STANDING APPROX 100
 JU2975'FEET TALL, AND PAINTED RED AND WHITE.  ON TOP IS AN ENCLOSED LOOKOUT
 JU2975'CAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0115 ***********************************************************************
 KV0115  DESIGNATION -  BELLEVILLE
 KV0115  PID         -  KV0115
 KV0115  STATE/COUNTY-  NJ/ESSEX
 KV0115  USGS QUAD   -  ORANGE (1981)
 KV0115
 KV0115                         *CURRENT SURVEY CONTROL
 KV0115  ___________________________________________________________________
 KV0115* NAD 83(1986)-  40 47 11.     (N)    074 08 54.     (W)     SCALED    
 KV0115* NAVD 88     -         3.159  (meters)      10.36   (feet)  ADJUSTED  
 KV0115  ___________________________________________________________________
 KV0115  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KV0115  DYNAMIC HT  -           3.158 (meters)      10.36  (feet)  COMP
 KV0115  MODELED GRAV-     980,221.4   (mgal)                       NAVD 88
 KV0115
 KV0115  VERT ORDER  -  FIRST     CLASS II
 KV0115
 KV0115.The horizontal coordinates were scaled from a topographic map and have
 KV0115.an estimated accuracy of +/- 6 seconds.
 KV0115
 KV0115.The orthometric height was determined by differential leveling
 KV0115.and adjusted by the National Geodetic Survey in June 1991..
 KV0115
 KV0115.The geoid height was determined by GEOID03.
 KV0115
 KV0115.The dynamic height is computed by dividing the NAVD 88
 KV0115.geopotential number by the normal gravity value computed on the
 KV0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0115.degrees latitude (g = 980.6199 gals.).
 KV0115
 KV0115.The modeled gravity was interpolated from observed gravity values.
 KV0115
 KV0115;                    North         East    Units  Estimated Accuracy
 KV0115;SPC NJ       -   216,890.      179,680.      MT  (+/- 180 meters Scaled)
 KV0115
 KV0115                          SUPERSEDED SURVEY CONTROL
 KV0115
 KV0115  NGVD 29 (??/??/??)    3.481  (m)           11.42   (f) ADJUSTED    1 2
 KV0115
 KV0115.Superseded values are not recommended for survey control.
 KV0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0115.See file dsdata.txt to determine how the superseded data were derived.
 KV0115
 KV0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL718153(NAD 83)
 KV0115_MARKER: DB = BENCH MARK DISK
 KV0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0115_STAMPING: BELLEVILLE 1933
 KV0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0115+STABILITY: SURFACE MOTION
 KV0115
 KV0115  HISTORY     - Date     Condition        Report By
 KV0115  HISTORY     - 1933     MONUMENTED       CGS
 KV0115  HISTORY     - 1948     GOOD             CGS
 KV0115  HISTORY     - 1979     MARK NOT FOUND   NGS
 KV0115
 KV0115                          STATION DESCRIPTION
 KV0115
 KV0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KV0115'AT BELLEVILLE.
 KV0115'AT BELLEVILLE, ESSEX COUNTY, 158 FEET SOUTHWEST OF THE CONCRETE
 KV0115'BALANCE WEIGHT OF THE DRAWBRIDGE, 36 FEET SOUTHEAST OF THE MAIN
 KV0115'ENTRANCE TO THE DUTCH REFORMED CHURCH, 16 FEET WEST OF THE WEST
 KV0115'CURB OF MAIN STREET, 13 FEET WEST OF THE FIRE HYDRANT AT THE WEST
 KV0115'CURB OF MAIN STREET, 69 FEET SOUTHWEST OF THE CORNER OF THE
 KV0115'JUNCTION OF MAIN STREET AND RUTGERS STREET, AND ABOUT 1/2 FOOT
 KV0115'HIGHER THAN THE SIDEWALK.  A STANDARD DISK, STAMPED BELLEVILLE
 KV0115'1933 AND SET IN THE TOP OF A CONCRETE POST.
 KV0115
 KV0115                          STATION RECOVERY (1979)
 KV0115
 KV0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4135 ***********************************************************************
 KV4135  DESIGNATION -  BELLEVILLE NEALY WIRE WKS CHIM
 KV4135  PID         -  KV4135
 KV4135  STATE/COUNTY-  NJ/ESSEX
 KV4135  USGS QUAD   -  ORANGE (1981)
 KV4135
 KV4135                         *CURRENT SURVEY CONTROL
 KV4135  ___________________________________________________________________
 KV4135* NAD 83(1996)-  40 47 37.58505(N)    074 08 42.86064(W)     ADJUSTED  
 KV4135* NAVD 88     -                                                        
 KV4135  ___________________________________________________________________
 KV4135  LAPLACE CORR-           6.08  (seconds)                    DEFLEC99
 KV4135  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KV4135
 KV4135  HORZ ORDER  -  THIRD
 KV4135
 KV4135.The horizontal coordinates were established by classical geodetic methods
 KV4135.and adjusted by the National Geodetic Survey in September 1999..
 KV4135
 KV4135
 KV4135.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4135
 KV4135.The geoid height was determined by GEOID03.
 KV4135
 KV4135;                    North         East     Units Scale Factor Converg.
 KV4135;SPC NJ       -   217,708.575   179,937.749   MT  0.99991103   +0 13 54.4
 KV4135;SPC NJ       -   714,265.55    590,345.76   sFT  0.99991103   +0 13 54.4
 KV4135;SPC NY L     -    69,647.981   287,742.339   MT  0.99999538   -0 05 42.0
 KV4135;SPC NY L     -   228,503.42    944,034.66   sFT  0.99999538   -0 05 42.0
 KV4135;UTM  18      - 4,516,215.825   572,110.695   MT  0.99966400   +0 33 30.5
 KV4135
 KV4135                          SUPERSEDED SURVEY CONTROL
 KV4135
 KV4135  NAD 83(1996)-  40 47 37.58484(N)    074 08 42.86090(W) AD(       ) 4
 KV4135  NAD 83(1986)-  40 47 37.58253(N)    074 08 42.86643(W) AD(       ) 4
 KV4135  NAD 27      -  40 47 37.21900(N)    074 08 44.34200(W) AD(       ) 3
 KV4135
 KV4135.Superseded values are not recommended for survey control.
 KV4135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4135.See file dsdata.txt to determine how the superseded data were derived.
 KV4135
 KV4135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7211116216(NAD 83)
 KV4135_MARKER: 85 = CHIMNEY
 KV4135
 KV4135  HISTORY     - Date     Condition        Report By
 KV4135  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4135  HISTORY     - 1933     GOOD             CGS
 KV4135
 KV4135                          STATION DESCRIPTION
 KV4135
 KV4135'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4135'STATION RECOVERED IN GOOD CONDITION.  NO DESCRIPTION AVILABLE.
 KV4135'
 KV4135'THE CHIMNEY ON THE W SIDE OF THE PASSAIC RIVER, IN BELLEVILLE
 KV4135'ON THE N SIDE OF JORLMAN STREET BETWEEN MAIN AND STEPHEN STREETS
 KV4135'IN THE PLANT OF THE EASTWOOD NEALY WIRE WORKS.  IT IS A YELLOW
 KV4135'BRICK CHIMNEY.
 KV4135'
 KV4135'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 130 FEET ABOVE
 KV4135'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4133 ***********************************************************************
 KV4133  DESIGNATION -  BELLEVILLE WESTINGHSE LAMP TK
 KV4133  PID         -  KV4133
 KV4133  STATE/COUNTY-  NJ/ESSEX
 KV4133  USGS QUAD   -  ORANGE (1981)
 KV4133
 KV4133                         *CURRENT SURVEY CONTROL
 KV4133  ___________________________________________________________________
 KV4133* NAD 83(1996)-  40 48 16.75005(N)    074 08 42.64583(W)     ADJUSTED  
 KV4133* NAVD 88     -                                                        
 KV4133  ___________________________________________________________________
 KV4133  LAPLACE CORR-           6.03  (seconds)                    DEFLEC99
 KV4133  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KV4133
 KV4133  HORZ ORDER  -  THIRD
 KV4133
 KV4133.The horizontal coordinates were established by classical geodetic methods
 KV4133.and adjusted by the National Geodetic Survey in September 1999..
 KV4133
 KV4133
 KV4133.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4133
 KV4133.The geoid height was determined by GEOID03.
 KV4133
 KV4133;                    North         East     Units Scale Factor Converg.
 KV4133;SPC NJ       -   218,916.610   179,937.896   MT  0.99991103   +0 13 54.7
 KV4133;SPC NJ       -   718,228.91    590,346.25   sFT  0.99991103   +0 13 54.7
 KV4133;SPC NY L     -    70,856.098   287,749.377   MT  0.99999521   -0 05 41.9
 KV4133;SPC NY L     -   232,467.05    944,057.75   sFT  0.99999521   -0 05 41.9
 KV4133;UTM  18      - 4,517,423.543   572,103.955   MT  0.99966399   +0 33 31.1
 KV4133
 KV4133                          SUPERSEDED SURVEY CONTROL
 KV4133
 KV4133  NAD 83(1996)-  40 48 16.74982(N)    074 08 42.64599(W) AD(       ) 4
 KV4133  NAD 83(1986)-  40 48 16.74506(N)    074 08 42.64794(W) AD(       ) 4
 KV4133  NAD 27      -  40 48 16.38700(N)    074 08 44.13000(W) AD(       ) 3
 KV4133
 KV4133.Superseded values are not recommended for survey control.
 KV4133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4133.See file dsdata.txt to determine how the superseded data were derived.
 KV4133
 KV4133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7210417424(NAD 83)
 KV4133_MARKER: 51 = TANK
 KV4133
 KV4133  HISTORY     - Date     Condition        Report By
 KV4133  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4133
 KV4133                          STATION DESCRIPTION
 KV4133
 KV4133'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4133'THE ROOF TANK ON THE W SIDE OF THE PASSAIC RIVER, AT THE NORTHERLY
 KV4133'BOUNDARY OF BELLEVILLE AND E OF WASHINGTON AVENUE, IN THE PLANT
 KV4133'OF THE WESTINGHOUSE LAMP COMPANY, RISING ABOVE THE ROOF OF A
 KV4133'3-STORY, BRICK FACTORY BUILDING.  IT IS A CONICAL-TOP, BLACK
 KV4133'TANK.  A CHIMNEY RISES FROM THE BUILDING JUST S OF THE TANK.
 KV4133'
 KV4133'THE STATION IS THE TANKS BALL-APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4134 ***********************************************************************
 KV4134  DESIGNATION -  BELLEVILLE WESTINGHSE LAMP CHY
 KV4134  PID         -  KV4134
 KV4134  STATE/COUNTY-  NJ/ESSEX
 KV4134  USGS QUAD   -  ORANGE (1981)
 KV4134
 KV4134                         *CURRENT SURVEY CONTROL
 KV4134  ___________________________________________________________________
 KV4134* NAD 83(1996)-  40 48 15.45327(N)    074 08 41.83454(W)     ADJUSTED  
 KV4134* NAVD 88     -                                                        
 KV4134  ___________________________________________________________________
 KV4134  LAPLACE CORR-           6.04  (seconds)                    DEFLEC99
 KV4134  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KV4134
 KV4134  HORZ ORDER  -  THIRD
 KV4134
 KV4134.The horizontal coordinates were established by classical geodetic methods
 KV4134.and adjusted by the National Geodetic Survey in September 1999..
 KV4134
 KV4134
 KV4134.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4134
 KV4134.The geoid height was determined by GEOID03.
 KV4134
 KV4134;                    North         East     Units Scale Factor Converg.
 KV4134;SPC NJ       -   218,876.688   179,957.073   MT  0.99991104   +0 13 55.3
 KV4134;SPC NJ       -   718,097.93    590,409.16   sFT  0.99991104   +0 13 55.3
 KV4134;SPC NY L     -    70,816.064   287,768.327   MT  0.99999522   -0 05 41.3
 KV4134;SPC NY L     -   232,335.70    944,119.92   sFT  0.99999522   -0 05 41.3
 KV4134;UTM  18      - 4,517,383.742   572,123.354   MT  0.99966402   +0 33 31.6
 KV4134
 KV4134                          SUPERSEDED SURVEY CONTROL
 KV4134
 KV4134  NAD 83(1996)-  40 48 15.45304(N)    074 08 41.83470(W) AD(       ) 4
 KV4134  NAD 83(1986)-  40 48 15.44952(N)    074 08 41.83677(W) AD(       ) 4
 KV4134  NAD 27      -  40 48 15.09200(N)    074 08 43.31900(W) AD(       ) 3
 KV4134
 KV4134.Superseded values are not recommended for survey control.
 KV4134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4134.See file dsdata.txt to determine how the superseded data were derived.
 KV4134
 KV4134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7212317384(NAD 83)
 KV4134_MARKER: 85 = CHIMNEY
 KV4134
 KV4134  HISTORY     - Date     Condition        Report By
 KV4134  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4134
 KV4134                          STATION DESCRIPTION
 KV4134
 KV4134'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4134'THE CHIMNEY ON THE W SIDE OF THE PASSAIC RIVER, AT THE
 KV4134'NORTHERLY BOUNDARY OF BELLEVILLE AND E OF WASHINGTON AVENUE,
 KV4134'IN THE PLANT OF THE WESTINGHOUSE LAMP COMPANY.  IT IS A RED
 KV4134'BRICK CHIMNEY.  A ROOF TANK IS LOCATED JUST N OF THIS CHIMNEY.
 KV4134'
 KV4134'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 130 FEET ABOVE
 KV4134'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3158 ***********************************************************************
 JU3158  DESIGNATION -  BELLEVUE HOTEL RM
 JU3158  PID         -  JU3158
 JU3158  STATE/COUNTY-  NJ/GLOUCESTER
 JU3158  USGS QUAD   -  PHILADELPHIA (1994)
 JU3158
 JU3158                         *CURRENT SURVEY CONTROL
 JU3158  ___________________________________________________________________
 JU3158* NAD 83(1996)-  39 52 35.51290(N)    075 10 35.23460(W)     ADJUSTED  
 JU3158* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 JU3158  ___________________________________________________________________
 JU3158  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 JU3158  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU3158
 JU3158  HORZ ORDER  -  SECOND
 JU3158
 JU3158.The horizontal coordinates were established by classical geodetic methods
 JU3158.and adjusted by the National Geodetic Survey in September 1999..
 JU3158
 JU3158.The orthometric height was scaled from a topographic map.
 JU3158
 JU3158.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3158
 JU3158.The geoid height was determined by GEOID03.
 JU3158
 JU3158;                    North         East     Units Scale Factor Converg.
 JU3158;SPC NJ       -   116,025.634    92,136.619   MT  0.99994121   -0 26 01.4
 JU3158;SPC NJ       -   380,660.77    302,284.89   sFT  0.99994121   -0 26 01.4
 JU3158;SPC PA S     -    63,521.704   820,131.218   MT  1.00000937   +1 40 10.9
 JU3158;SPC PA S     -   208,404.12  2,690,713.84   sFT  1.00000937   +1 40 10.9
 JU3158;UTM  18      - 4,414,068.451   484,910.838   MT  0.99960280   -0 06 47.3
 JU3158
 JU3158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3158!SPC NJ       -   1.00000411  x   0.99994121  =   0.99994532
 JU3158!SPC PA S     -   1.00000411  x   1.00000937  =   1.00001348
 JU3158!UTM  18      -   1.00000411  x   0.99960280  =   0.99960691
 JU3158
 JU3158:                Primary Azimuth Mark                     Grid Az
 JU3158:SPC NJ       -  EAGLE POINT REAR RANGE                   092 38 52.4
 JU3158:SPC PA S     -  EAGLE POINT REAR RANGE                   090 32 40.1
 JU3158:UTM  18      -  EAGLE POINT REAR RANGE                   092 19 38.3
 JU3158
 JU3158|---------------------------------------------------------------------|
 JU3158| PID    Reference Object                     Distance      Geod. Az  |
 JU3158|                                                           dddmmss.s |
 JU3158| JU3146 EAGLE POINT REAR RANGE              APPROX. 1.1 KM 0921251.0 |
 JU3158| JU3077 IRISH                               APPROX. 9.7 KM 1055650.5 |
 JU3158| CB1257 BELLEVUE HOTEL RM RM 1               32.589 METERS 20518     |
 JU3158| JU3084 AIRWAY BEACON 67                    APPROX. 9.3 KM 2122611.3 |
 JU3158| JU3088 BLOCK ISLAND LIGHT                  APPROX. 2.7 KM 2555416.1 |
 JU3158| JU3174 WEST HORSESHOE REAR RANGE           APPROX. 2.9 KM 2853043.0 |
 JU3158| JU3163 WEST HORSESHOE FRONT RANGE          APPROX. 2.4 KM 2873907.5 |
 JU3158| JU3166 SCHUYLKILL R ENT FRONT RANGE        APPROX. 2.0 KM 3133850.0 |
 JU3158| CB1258 BELLEVUE HOTEL RM RM 2               31.120 METERS 31556     |
 JU3158| JU3168 SCHUYLKILL R ENT REAR RANGE         APPROX. 2.1 KM 3185651.6 |
 JU3158|---------------------------------------------------------------------|
 JU3158
 JU3158                          SUPERSEDED SURVEY CONTROL
 JU3158
 JU3158  NAD 83(1991)-  39 52 35.50967(N)    075 10 35.23608(W) AD(       ) 2
 JU3158  NAD 83(1986)-  39 52 35.50579(N)    075 10 35.23804(W) AD(       ) 2
 JU3158  NAD 27      -  39 52 35.10300(N)    075 10 36.59000(W) AD(       ) 2
 JU3158
 JU3158.Superseded values are not recommended for survey control.
 JU3158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3158.See file dsdata.txt to determine how the superseded data were derived.
 JU3158
 JU3158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8491114068(NAD 83)
 JU3158
 JU3158  HISTORY     - Date     Condition        Report By
 JU3158  HISTORY     - 1885     MONUMENTED       CGS
 JU3158  HISTORY     - 1933     GOOD             CGS
 JU3158  HISTORY     - 1946     GOOD             CGS
 JU3158
 JU3158                          STATION DESCRIPTION
 JU3158
 JU3158'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3158'STATION RECOVERED AS FOLLOWS--THIS STATION IS ON LAND OWNED BY
 JU3158'THE PHILADELPHIA SANITARIUM ASSOCIATION, AT RED BANK, ABOUT
 JU3158'5 MILES S OF THE PHILADELPHIA CITY HALL.  THE ORIGINAL
 JU3158'STATION BELLEVUE HOTEL WAS THE CENTER OF THE CUPOLA OF THE OLD
 JU3158'HOTEL, AND THE TARGET USED WAS THE FLAGPOLE ON THE TOP.  AS
 JU3158'REPORTED BY S.C.M. IN 1885 THE HOTEL WAS IN DISUSE AND DECAYING
 JU3158'SO THE REFERENCE MARK WAS ESTABLISHED AND USED AS A NEW
 JU3158'STATION.  SINCE THAT TIME THE HOTEL HAS BEEN TAKEN OVER BY THE
 JU3158'ASSOCIATION, AND RENOVATED, AND IS NOW USED AS A HOSPITAL.
 JU3158'THE FLAGPOLE HAS BEEN RESET, SO DUE TO THAT AND TO THE
 JU3158'IMPRACTICABILITY OF MEASURING TO THE CENTER OF THE
 JU3158'CUPOLA, NO TIE WAS MADE TO THE OLD STATION.  THE REFERENCE
 JU3158'MARK IS A 6-INCH BY 6-INCH WHITE MARBLE BLOCK SET IN THE GROUND
 JU3158'SO IT PROJECTS 2 INCHES.  THE LETTERS U.S. ARE CUT IN THE
 JU3158'RIVER FACE OF THE STONE AND THE CENTER IS MARKED BY THE
 JU3158'INTERSECTION OF A CROSS CUT IN THE TOP.  IT IS 254 FEET
 JU3158'ENE OF THE NE CORNER OF THE OLD HOTEL.  23 FEET ESE OF THE
 JU3158'SIDEWALK LEADING TO THE PIER.  AND ABOUT 300 FEET S OF THE
 JU3158'SEA WALL ALONG THE RIVER.  THE UNDERGROUND MARK IS A PIECE OF
 JU3158'2-INCH TERRA COTTA DRAIN PIPE, BURIED ABOUT 2 INCHES BELOW
 JU3158'THE BOTTOM OF THE SURFACE MARK.
 JU3158'
 JU3158'TWO NEW REFERENCE MARKS WERE ESTABLISHED.
 JU3158'AS FOLLOWS--
 JU3158'
 JU3158'REFERENCE MARK NO.1 IS SW OF THE STATION.  147 FEET ENE OF THE
 JU3158'NE CORNER OF THE OLD HOTEL.  AND 12 FEET ESE OF THE
 JU3158'SIDEWALK.  THE MARK PROJECTS 2 INCHES.
 JU3158'
 JU3158'REFERENCE MARK NO.2 IS NW OF THE STATION.  72 FEET NW OF THE
 JU3158'SIDEWALK.  AND 225 FEET S OF THE SEA WALL ALONG THE RIVER.  THE
 JU3158'MARK PROJECTS 2 INCHES.
 JU3158'
 JU3158'STATION SAN 1925 IS LOCATED ON THE PIER.  BUT NO CONNECTION
 JU3158'COULD BE MADE TO IT, DUE TO A PAVILION ON THE PIER AND TO
 JU3158'TREES BETWEEN.  IT IS APPROXIMATELY 150 METERS NNE.
 JU3158'
 JU3158'TO REACH THE STATION, FOLLOW ROUTE 44 SW 1.7 MILES FROM ITS
 JU3158'JUNCTION WITH ROUTE 45 IN WESTVILLE, TO A ROAD LEADING W,
 JU3158'MARKED NATIONAL PARK 1 MILE.  FOLLOW THIS ROAD 0.75 MILE TO THE
 JU3158'FIRST CROSS ROAD, AND TURN RIGHT ON THIS ROAD 1.0 MILE TO RED
 JU3158'BANK AND THE STATION AT THE SANITARIUM.  INQUIRE FOR GOVERNMENT
 JU3158'STONE, AND THE MARK WILL BE POINTED OUT.
 JU3158
 JU3158                          STATION RECOVERY (1946)
 JU3158
 JU3158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3158'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 JU3158'CONDITION.  THE ORIGINAL DESCRIPTION AND 1933 RECOVERY NOTE ARE
 JU3158'ADEQUATE EXCEPT FOR THE FOLLOWING ADDITIONS--
 JU3158'
 JU3158'ADD THE STATION IS 53.5 FEET N OF DOOR KNOB IN W ENTRANCE
 JU3158'TO CAROUSEL, 52.3 FEET S OF S CORNER OF CONCRETE BOX AT END OF
 JU3158'COVERED SLIDING CHUTE, AND 57.0 FEET SW OF SW CORNER OF SECOND
 JU3158'COVERED SLIDING CHUTE.
 JU3158'
 JU3158'ADD REFERENCE MARK 1 1925 WAS FOUND IN THE CONCRETE SEA WALL
 JU3158'ON THE PIER, BUT STATION SAN 1925 WAS NOT FOUND.  ACCORDING
 JU3158'TO LOCAL INFORMATION, THE CINDER FILL OF THE PIER IN WHICH
 JU3158'THE STATION LAY, HAS SETTLED SEVERAL TIMES AND BEEN
 JU3158'REFILLED.  IT IS SUGGESTED THAT THE STATION BE CONSIDERED
 JU3158'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0806 ***********************************************************************
 KV0806  DESIGNATION -  BELMAR
 KV0806  PID         -  KV0806
 KV0806  STATE/COUNTY-  NJ/MONMOUTH
 KV0806  USGS QUAD   -  ASBURY PARK (1989)
 KV0806
 KV0806                         *CURRENT SURVEY CONTROL
 KV0806  ___________________________________________________________________
 KV0806* NAD 83(1996)-  40 11 08.96305(N)    074 00 39.09764(W)     ADJUSTED  
 KV0806* NAVD 88     -         4.331  (meters)      14.21   (feet)  ADJUSTED  
 KV0806  ___________________________________________________________________
 KV0806  X           -   1,344,055.126 (meters)                     COMP
 KV0806  Y           -  -4,690,632.730 (meters)                     COMP
 KV0806  Z           -   4,093,751.508 (meters)                     COMP
 KV0806  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 KV0806  ELLIP HEIGHT-         -28.55  (meters)          (10/23/02) GPS OBS
 KV0806  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV0806  DYNAMIC HT  -           4.329 (meters)      14.20  (feet)  COMP
 KV0806  MODELED GRAV-     980,166.3   (mgal)                       NAVD 88
 KV0806
 KV0806  HORZ ORDER  -  FIRST
 KV0806  VERT ORDER  -  FIRST     CLASS I
 KV0806  ELLP ORDER  -  FOURTH    CLASS I
 KV0806
 KV0806.The horizontal coordinates were established by GPS observations
 KV0806.and adjusted by the National Geodetic Survey in May 1999..
 KV0806
 KV0806.The orthometric height was determined by differential leveling
 KV0806.and adjusted by the National Geodetic Survey in June 1991..
 KV0806.WARNING-Repeat measurements at this control monument indicate possible
 KV0806.vertical movement.
 KV0806
 KV0806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0806
 KV0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0806
 KV0806.The ellipsoidal height was determined by GPS observations
 KV0806.and is referenced to NAD 83.
 KV0806
 KV0806.The geoid height was determined by GEOID03.
 KV0806
 KV0806.The dynamic height is computed by dividing the NAVD 88
 KV0806.geopotential number by the normal gravity value computed on the
 KV0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0806.degrees latitude (g = 980.6199 gals.).
 KV0806
 KV0806.The modeled gravity was interpolated from observed gravity values.
 KV0806
 KV0806;                    North         East     Units Scale Factor Converg.
 KV0806;SPC NJ       -   150,260.199   191,651.989   MT  0.99992135   +0 18 56.3
 KV0806;SPC NJ       -   492,978.67    628,778.23   sFT  0.99992135   +0 18 56.3
 KV0806;UTM  18      - 4,448,851.125   584,204.049   MT  0.99968728   +0 38 17.9
 KV0806
 KV0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0806!SPC NJ       -   1.00000448  x   0.99992135  =   0.99992583
 KV0806!UTM  18      -   1.00000448  x   0.99968728  =   0.99969176
 KV0806
 KV0806|---------------------------------------------------------------------|
 KV0806| PID    Reference Object                     Distance      Geod. Az  |
 KV0806|                                                           dddmmss.s |
 KV0806| KV0805 BELMAR RM 1                          24.527 METERS 02751     |
 KV0806| KV5208 SHARK RIVER INLET CG TOWER          149.007 METERS 06339     |
 KV0806| KV0807 BELMAR RM 2                          21.737 METERS 10630     |
 KV0806| KV5212 SPRING LAKE EAST TANK               APPROX. 3.8 KM 2032443.3 |
 KV0806| KV5155 BELMAR STANDPIPE                    APPROX. 1.8 KM 2393539.7 |
 KV0806| KV5146 EVANS SIGNAL LAB RADIO MAST         APPROX. 4.8 KM 2744259.2 |
 KV0806| KV5145 AVON WATER TANK                     APPROX. 1.3 KM 3123227.8 |
 KV0806| KV5129 NEPTUNE MICROWAVE RELAY TOWER       APPROX. 5.7 KM 3191337.5 |
 KV0806| KV5132 NEPTUNE RADIO STA WJLK TOWER        APPROX. 4.5 KM 3230451.8 |
 KV0806| KV0804 BELMAR AZ MK                                       3245853.8 |
 KV0806| KV5181 OAKHURST US ARMY TOWER              APPROX. 6.5 KM 3355522.5 |
 KV0806|---------------------------------------------------------------------|
 KV0806
 KV0806                          SUPERSEDED SURVEY CONTROL
 KV0806
 KV0806  ELLIP H (05/14/99)  -28.57   (m)                       GP(       ) 4 1
 KV0806  NAD 83(1992)-  40 11 08.96262(N)    074 00 39.09988(W) AD(       ) 1
 KV0806  ELLIP H (05/22/95)  -28.53   (m)                       GP(       ) 3 1
 KV0806  NAD 83(1986)-  40 11 08.96423(N)    074 00 39.10071(W) AD(       ) 1
 KV0806  NAD 83(1986)-  40 11 08.96259(N)    074 00 39.09117(W) AD(       ) 2
 KV0806  NAD 27      -  40 11 08.55220(N)    074 00 40.59520(W) AD(       ) 2
 KV0806  NAVD 88 (05/22/95)    4.33   (m)           14.2    (f) LEVELING    3  
 KV0806  NAVD 88 (02/25/94)    4.33   (m)           14.2    (f) LEVELING    3  
 KV0806  NGVD 29 (04/16/92)    4.661  (m)           15.29   (f) ADJUSTED    1 1
 KV0806
 KV0806.Superseded values are not recommended for survey control.
 KV0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0806.See file dsdata.txt to determine how the superseded data were derived.
 KV0806
 KV0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8420448851(NAD 83)
 KV0806_MARKER: DD = SURVEY DISK
 KV0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0806_SP_SET: CONCRETE POST
 KV0806_STAMPING: BELMAR 1962
 KV0806_MARK LOGO: CGS   
 KV0806_PROJECTION: FLUSH
 KV0806_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0806+STABILITY: SURFACE MOTION
 KV0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0806+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 KV0806
 KV0806  HISTORY     - Date     Condition        Report By
 KV0806  HISTORY     - 1962     MONUMENTED       CGS
 KV0806  HISTORY     - 1964     GOOD             CGS
 KV0806  HISTORY     - 1964     GOOD             CGS
 KV0806  HISTORY     - 1983     GOOD             NGS
 KV0806  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV0806  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV0806  HISTORY     - 1987     GOOD             USPSQD
 KV0806  HISTORY     - 1988     GOOD             NOSAMC
 KV0806  HISTORY     - 19890530 GOOD             NJGS
 KV0806  HISTORY     - 19930224 GOOD             NJGS
 KV0806  HISTORY     - 19940607 GOOD             NJGS
 KV0806  HISTORY     - 19970114 GOOD             STEWRT
 KV0806  HISTORY     - 20000920 GOOD             NJDEP
 KV0806  HISTORY     - 20020516 GOOD             NJDEP
 KV0806  HISTORY     - 20060406 GOOD             INDIV
 KV0806
 KV0806                          STATION DESCRIPTION
 KV0806
 KV0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV0806'NO MEASUREMENT BETWEEN RMS HEAVY TRAFFIC.
 KV0806'
 KV0806'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF THE BOROUGH
 KV0806'OF BELMAR, IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF OCEAN
 KV0806'AVENUE AND FIRST STREETS, 0.1 MILE SOUTH OF THE BRIDGE OVER
 KV0806'SHARK RIVER INLET, ACROSS BAY AVENUE FROM THE BELMAR FISHING
 KV0806'CLUB AND ON PROPERTY OF THE BOROUGH.  IT IS 54 FEET WEST OF THE
 KV0806'CENTERLINE OF THE SOUTH LANE OF OCEAN AVENUE, 36 FEET SOUTHWEST
 KV0806'OF OCEAN AVENUE AND FIRST STREET SIGN POST, 57 FEET SOUTH OF
 KV0806'THE CENTERLINE OF FIRST STREET AND 72 FEET WEST OF A LIGHT
 KV0806'POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BELMAR
 KV0806'1962.
 KV0806'
 KV0806'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON OCEAN
 KV0806'AVENUE FOR 0.2 MILE TO WASHINGTON AVENUE.  TURN LEFT AND GO WEST
 KV0806'ON WASHINGTON AVENUE FOR 0.2 MILE TO THE AZIMUTH ON THE RIGHT.
 KV0806'
 KV0806'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK CEMENTED IN
 KV0806'A DRILL HOLE IN A STREET CURB.  IT IS 18 FEET EAST OF A MANHOLE
 KV0806'COVER, 23 FEET NORTH OF THE CENTERLINE OF FIRST STREET AND 36
 KV0806'FEET WEST OF THE CENTERLINE OF THE SOUTH LANE OF OCEAN
 KV0806'AVENUE.  THE DISK IS FLUSH AND IS STAMPED BELMAR NO 1 1962.
 KV0806'
 KV0806'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK CEMENTED IN A
 KV0806'DRILL HOLE IN A STREET CURB.  IT IS 3 FEET NORTH OF A LIGHT POLE,
 KV0806'16 FEET EAST OF THE CENTERLINE OF THE SOUTH LANE OF OCEAN AVENUE
 KV0806'AND 17 FEET WEST OF THE CENTERLINE OF THE NORTH LANE OF OCEAN
 KV0806'AVENUE.  THE DISK IS FLUSH AND IS STAMPED BELMAR NO 2 1962.
 KV0806'
 KV0806'THE AZIMUTH MARK IS 2 FEET NORTH OF THE STREET CURB, 2 FEET
 KV0806'SOUTH OF THE SIDEWALK, 27 FEET NORTH OF THE CENTERLINE OF
 KV0806'WASHINGTON AVENUE AND 50 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 KV0806'OF THE HOUSE 130 WASHINGTON AVENUE.  THE MONUMENT IS FLUSH AND
 KV0806'THE DISK IS STAMPED BELMAR 1962.
 KV0806'
 KV0806'HEIGHT OF LIGHT ABOVE STATION MARK 22.02 METERS.
 KV0806
 KV0806                          STATION RECOVERY (1964)
 KV0806
 KV0806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RG)
 KV0806'THE STATION, RM 1, RM 2 AND THE AZIMUTH MARK WERE RECOVERED IN
 KV0806'GOOD CONDITION.
 KV0806'
 KV0806'THE STATION IS LOCATED AT BELMAR, ABOUT 0.1 MILE SOUTH ALONG
 KV0806'OCEAN AVENUE FROM THE BRIDGE OVER THE SHARK RIVER INLET AT THE
 KV0806'INTERSECTION OF OCEAN AVENUE AND 1ST AVENUE, 80.5 FEET
 KV0806'SOUTHWEST OF RM 1, 79.0 FEET SOUTHWEST OF THE INTERSECTION OF
 KV0806'OCEAN AVENUE AND 1ST AVENUE, 71.0 FEET WEST OF RM 2, 36.5 FEET
 KV0806'SOUTH OF THE SOUTH CURB OF 1ST AVENUE, 29.0 FEET WEST OF THE
 KV0806'WEST CURB OF OCEAN AVENUE, ABOUT LEVEL WITH OCEAN AVENUE AND IS
 KV0806'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 KV0806'GROUND.
 KV0806'
 KV0806'RM 1 IS 33.5 FEET WEST OF THE CENTER LINE OF OCEAN AVENUE,
 KV0806'22.0 FEET NORTH OF THE CENTER LINE OF 1ST AVENUE, ABOUT LEVEL
 KV0806'WITH OCEAN AVENUE AND SET IN THE TOP OF THE NORTH CURB OF 1ST
 KV0806'AVENUE.
 KV0806'
 KV0806'RM 2 IS 96.5 FEET SOUTHEAST OF RM 1, 21.0 FEET WEST OF THE
 KV0806'CENTER LINE OF THE NORTH BOUND LANE OF OCEAN AVENUE, 20.0 FEET
 KV0806'EAST OF THE CENTER LINE OF THE SOUTH BOUND LANE OF OCEAN AVENUE,
 KV0806'9.5 FEET SOUTH OF THE NORTH END OF THE CONCRETE DIVIDER BETWEEN
 KV0806'THE NORTH AND SOUTH BOUND LANES OF OCEAN AVENUE, 3.5 FEET NORTH
 KV0806'OF LIGHT POLE NUMBER 175 MV, ABOUT 1 FOOT ABOVE OCEAN AVENUE AND
 KV0806'IS SET IN THE TOP AT THE NORTH END OF THE CONCRETE DIVIDER
 KV0806'BETWEEN THE NORTH AND SOUTH BOUND LANES OF OCEAN AVENUE.
 KV0806'
 KV0806'THE AZIMUTH MARK IS LOCATED AT BELMAR, ABOUT 0.1 MILE NORTH
 KV0806'ALONG OCEAN AVENUE FROM THE BRIDGE OVER THE SHARK RIVER INLET,
 KV0806'THENCE 0.2 MILE WEST ALONG WASHINGTON AVENUE, SET BETWEEN THE
 KV0806'SIDEWALK AND THE CURB OF WASHINGTON AVENUE IN FRONT OF HOUSE
 KV0806'NUMBER 130, 138.5 FEET EAST OF THE EAST CURB OF 2ND AVENUE, 49.5
 KV0806'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF HOUSE NUMBER 130, 27.0
 KV0806'FEET NORTH OF THE CENTER LINE OF WASHINGTON AVENUE, 2.3 FEET
 KV0806'SOUTH OF THE SOUTH EDGE OF THE SIDEWALK, 2.0 FEET NORTH OF THE
 KV0806'NORTH CURB OF WASHINGTON AVENUE, ABOUT LEVEL WITH WASHINGTON
 KV0806'AVENUE AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 KV0806'WITH THE GROUND.
 KV0806
 KV0806                          STATION RECOVERY (1964)
 KV0806
 KV0806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0806'0.1 MI S FROM BELMAR.
 KV0806'AT BELMAR, ABOUT 0.1 MILE SOUTH ALONG OCEAN AVENUE FROM THE
 KV0806'BRIDGE OVER THE SHARK RIVER INLET AT THE INTERSECTION OF OCEAN
 KV0806'AVENUE AND 1ST AVENUE, 80.5 FEET SOUTHWEST OF RM 1, 79.0 FEET
 KV0806'SOUTHWEST OF THE INTERSECTION OF OCEAN AVENUE AND 1ST AVENUE,
 KV0806'71.0 FEET WEST OF RM 2, 36.5 FEET SOUTH OF THE SOUTH CURB OF 1ST
 KV0806'AVENUE, 29.0 FEET WEST OF THE WEST CURB OF OCEAN AVENUE, ABOUT
 KV0806'LEVEL WITH OCEAN AVENUE AND IS SET IN THE TOP OF A CONCRETE
 KV0806'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 KV0806
 KV0806                          STATION RECOVERY (1983)
 KV0806
 KV0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KV0806'STATION RECOVERED GOOD.
 KV0806'
 KV0806'RM 1 FOUND IN GOOD CONDITION.
 KV0806
 KV0806                          STATION RECOVERY (1984)
 KV0806
 KV0806'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV0806'THE STATION, IF IT STILL EXISTS, IS BURIED UNDER A GRASS PLOT.
 KV0806'
 KV0806'RM 1 BELMAR NO 1 1962 AND THE AZIMUTH MARK BELMAR 1962 RECOVERED AS
 KV0806'DESCRIBED IN GOOD CONDITION.
 KV0806'
 KV0806'RM 2 NOT RECOVERED SINCE THE CONCRETE HIGHWAY DIVIDER WAS REMOVED
 KV0806'SEVERAL YEARS AGO.
 KV0806
 KV0806                          STATION RECOVERY (1984)
 KV0806
 KV0806'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0806'MARK NOT FOUND.
 KV0806
 KV0806                          STATION RECOVERY (1987)
 KV0806
 KV0806'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0806'RECOVERED IN GOOD CONDITION.
 KV0806
 KV0806                          STATION RECOVERY (1988)
 KV0806
 KV0806'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KV0806'THE STATION WAS RECOVERED AT THIS DATE. THE STATION AND REFERENCE MARK
 KV0806'NO 1 WERE FOUND IN GOOD CONDITION HOWEVER THE CONCRETE DIVIDER IN
 KV0806'OCEAN AVENUE HAS BEEN REMOVED AND REFERENCE MARK NO 2 IS DESTROYED.
 KV0806
 KV0806                          STATION RECOVERY (1989)
 KV0806
 KV0806'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV0806'IN THE NORTHEAST SECTION OF THE BOROUGH OF BELMAR, IN THE NORTHEAST
 KV0806'SIDE OF A TRIANGULAR SHAPED PARK, ABOUT 0.16 KM (0.10 MI) SOUTH ON
 KV0806'OCEAN AVENUE FROM THE SHARK RIVER INLET BRIDGE.  THE STATION IS 8.86
 KV0806'M (29.07 FT) WEST OF THE WEST CURB OF OCEAN AVENUE, 11.17 M (36.65
 KV0806'FT) SOUTH OF THE SOUTH CURB OF OCEAN AVENUE, 13.40 M (43.96 FT)
 KV0806'NORTHWEST OF AN ALUMINIUM LIGHT POLE AND 24.536 M (80.499 FT)
 KV0806'SOUTHWEST OF BELMAR RM 1.  THE STATION IS RECESSED 0.1 M (0.3 FT) .
 KV0806
 KV0806                          STATION RECOVERY (1993)
 KV0806
 KV0806'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV0806'THE STATION IS LOCATED IN THE BOROUGH OF BELMAR WITHIN THE BOUNDARY OF
 KV0806'SCHROEDER PARK, ON THE NORTHWEST SIDE OF OCEAN AVENUE, ABOUT 0.1 MI
 KV0806'(0.2 KM) SOUTH OF THE BRIDGE OVER SHARK RIVER INLET.  TO REACH THE
 KV0806'STATION FROM THE JUNCTION OF STATE HIGHWAY 71, MAIN STREET, AND
 KV0806'EIGHTH AVENUE, GO EAST ON EIGHTH AVENUE FOR 0.3 MI (0.5 KM) TO THE
 KV0806'TEE JUNCTION WITH OCEAN AVENUE.  TUEN LEFT AND GO NORTHEAST ON OCEAN
 KV0806'AVENUE FOR 0.3 MI (0.5 KM) TO SCHROEDER PARK AND THE STATION ON THE
 KV0806'LEFT, OPPOSITE THE BELMAR FISHING CLUB, LOCATED ON THE NORTHEAST SIDE
 KV0806'OF OCEAN AVENUE.  THE STATION IS 29.7 FT (9.1 M) WEST FROM THE
 KV0806'NORTHWEST CURB OF OCEAN AVENUE, 36.7 FT (11.2 M) SOUTHWEST FROM THE
 KV0806'SOUTHWEST CURB OF FIRST AVENUE, 99.2 FT (30.2 M) NORTHEAST FROM THE
 KV0806'NORTHEAST CORNER OF THE FOOTING FOR THE CARL SCHROEDER MEMORIAL, 30.8
 KV0806'FT (9.4 M) WEST SOUTHWEST FROM AN INLET ON THE NORTHWEST SIDE OF
 KV0806'OCEAN AVENUE AND 80.5 FT (24.5 M) SOUTHWEST FROM REFERENCE MARK
 KV0806'NUMBER 1.
 KV0806
 KV0806                          STATION RECOVERY (1994)
 KV0806
 KV0806'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 KV0806'THE STATION IS LOCATED IN THE BOROUGH OF BELMAR WITHIN THE BOUNDARY OF
 KV0806'SCHROEDER PARK, ON THE NORTHWEST SIDE OF OCEAN AVENUE, ABOUT 0.1 MI
 KV0806'(0.2 KM) SOUTH OF THE BRIDGE OVER SHARK RIVER INLET.  TO REACH THE
 KV0806'STATION FROM THE JUNCTION OF STATE HIGHWAY 71, MAIN STREET, AND EIGHTH
 KV0806'AVENUE, GO EAST ON EIGHTH AVENUE FOR 0.3 MI (0.5 KM) TO THE TEE
 KV0806'JUNCTION WITH OCEAN AVENUE.  TURN LEFT AND GO NORTHEAST ON OCEAN
 KV0806'AVENUE FOR 0.3 MI (0.5 KM) TO SCHROEDER PARK AND THE STATION ON THE
 KV0806'LEFT, OPPOSITE THE BELMAR FISHING CLUB, LOCATED ON THE NORTHEAST SIDE
 KV0806'OF OCEAN AVENUE.  THE STATION IS 33.2 FT (10.1 M) SOUTH SOUTHWEST OF A
 KV0806'6 INCH DIAMETER BY 8 FT (2.4 M) HIGH NEW JERSEY NATURAL GAS VENT PIPE,
 KV0806'36.4 FT (11.1 M) SOUTH SOUTHWEST OF A 5 FT (1.5 M) HIGH CONCRETE
 KV0806'STREET NAME POST, 44.5 FT (13.6 M) NORTHWEST OF A STREET LIGHT POST
 KV0806'NUMBER 4052, 29.7 FT (9.1 M) WEST FROM THE NORTHWEST CURB OF OCEAN
 KV0806'AVENUE, 36.7 FT (11.2 M) SOUTHWEST FROM THE SOUTHWEST CURB OF FIRST
 KV0806'AVENUE, 99.2 FT (30.2 M) NORTHEAST FROM THE NORTHEAST CORNER OF THE
 KV0806'FOOTING FOR THE CARL SCHROEDER MEMORIAL, 30.8 FT (9.4 M) WEST
 KV0806'SOUTHWEST FROM AN INLET ON THE NORTHWEST SIDE OF OCEAN AVENUE AND 80.5
 KV0806'FT (24.5 M) SOUTHWEST FROM REFERENCE MARK NUMBER 1. THE STATION IS
 KV0806'ABOUT 0.6 FT (18.3 CM) BELOW THE GROUND.
 KV0806
 KV0806                          STATION RECOVERY (1997)
 KV0806
 KV0806'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1997 (SDE)
 KV0806'RECOVERED AS DESCRIBED.  IN ADDITION, THE STATION WAS FOUND UNDER A
 KV0806'ROUND, BLACK, RUBBER COVER.
 KV0806
 KV0806                          STATION RECOVERY (2000)
 KV0806
 KV0806'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2000 (BMC)
 KV0806'STATION UNDER BLACK COVER IS 0.5 FT SOUTHWEST OF SMALL BRICK WALL
 KV0806'SURROUNDING LANDSCAPED AREA.
 KV0806
 KV0806                          STATION RECOVERY (2002)
 KV0806
 KV0806'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2002 (BMC)
 KV0806'RECOVERED IN GOOD CONDITION.
 KV0806
 KV0806                          STATION RECOVERY (2006)
 KV0806
 KV0806'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MTM)
 KV0806'PROCESSING OF GPS DATA INDICATES A VERTICAL DISTURBANCE OD ABOUT 0.2
 KV0806'FEET HIGHER, (IN CONCURRENCE WITH DATASHEET).POSSIBLY FROM
 KV0806'IMPROVEMENTS CONSTUCTED IN PARK VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0804 ***********************************************************************
 KV0804  DESIGNATION -  BELMAR AZ MK
 KV0804  PID         -  KV0804
 KV0804  STATE/COUNTY-  NJ/MONMOUTH
 KV0804  USGS QUAD   -  ASBURY PARK (1989)
 KV0804
 KV0804                         *CURRENT SURVEY CONTROL
 KV0804  ___________________________________________________________________
 KV0804* NAD 83(1986)-  40 11 20.     (N)    074 00 50.     (W)     SCALED    
 KV0804* NAVD 88     -         1.555  (meters)       5.10   (feet)  ADJUSTED  
 KV0804  ___________________________________________________________________
 KV0804  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV0804  DYNAMIC HT  -           1.554 (meters)       5.10  (feet)  COMP
 KV0804  MODELED GRAV-     980,166.9   (mgal)                       NAVD 88
 KV0804
 KV0804  VERT ORDER  -  FIRST     CLASS I
 KV0804
 KV0804.The horizontal coordinates were scaled from a topographic map and have
 KV0804.an estimated accuracy of +/- 6 seconds.
 KV0804
 KV0804.The orthometric height was determined by differential leveling
 KV0804.and adjusted by the National Geodetic Survey in June 1991..
 KV0804.WARNING-Repeat measurements at this control monument indicate possible
 KV0804.vertical movement.
 KV0804
 KV0804.The geoid height was determined by GEOID03.
 KV0804
 KV0804.The dynamic height is computed by dividing the NAVD 88
 KV0804.geopotential number by the normal gravity value computed on the
 KV0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0804.degrees latitude (g = 980.6199 gals.).
 KV0804
 KV0804.The modeled gravity was interpolated from observed gravity values.
 KV0804
 KV0804;                    North         East    Units  Estimated Accuracy
 KV0804;SPC NJ       -   150,600.      191,390.      MT  (+/- 180 meters Scaled)
 KV0804
 KV0804                          SUPERSEDED SURVEY CONTROL
 KV0804
 KV0804  NGVD 29 (04/16/92)    1.885  (m)            6.18   (f) ADJUSTED    1 1
 KV0804
 KV0804.Superseded values are not recommended for survey control.
 KV0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0804.See file dsdata.txt to determine how the superseded data were derived.
 KV0804
 KV0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK839491(NAD 83)
 KV0804_MARKER: DZ = AZIMUTH MARK DISK
 KV0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0804_SP_SET: CONCRETE POST
 KV0804_STAMPING: BELMAR 1962
 KV0804_MARK LOGO: CGS   
 KV0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0804+STABILITY: SURFACE MOTION
 KV0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0804+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1989
 KV0804
 KV0804  HISTORY     - Date     Condition        Report By
 KV0804  HISTORY     - 1962     MONUMENTED       CGS
 KV0804  HISTORY     - 1964     GOOD             CGS
 KV0804  HISTORY     - 1984     GOOD             USPSQD
 KV0804  HISTORY     - 1987     GOOD             USPSQD
 KV0804  HISTORY     - 19890509 GOOD             NJGS
 KV0804
 KV0804                          STATION DESCRIPTION
 KV0804
 KV0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0804'0.3 MI NW FROM AVON.
 KV0804'0.1 MILE NORTH ALONG OCEAN AVENUE FROM THE BRIDGE OVER THE SHARK
 KV0804'RIVER INLET, THENCE 0.2 MILE WEST ALONG WASHINGTON AVENUE, SET
 KV0804'BETWEEN THE SIDEWALK AND THE CURB OF WASHINGTON AVENUE, IN FRONT
 KV0804'OF HOUSE NUMBER 130, 138.5 FEET EAST OF THE EAST CURB OF 2ND
 KV0804'AVENUE, 49.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF HOUSE
 KV0804'NUMBER 130, 27.0 FEET NORTH OF THE CENTER LINE OF WASHINGTON
 KV0804'AVENUE, 2.3 FEET SOUTH OF THE SOUTH EDGE OF SIDEWALK, 2.0 FEET
 KV0804'NORTH OF THE NORTH CURB OF WASHINGTON AVENUE, ABOUT LEVEL WITH
 KV0804'WASHINGTON AVENUE AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 KV0804'FLUSH WITH THE SURFACE OF THE GROUND.
 KV0804
 KV0804                          STATION RECOVERY (1984)
 KV0804
 KV0804'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0804'NOTE: MARK NOW ABOUT 1 INCH BELOW GROUND LEVEL.
 KV0804
 KV0804                          STATION RECOVERY (1987)
 KV0804
 KV0804'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0804'RECOVERED IN GOOD CONDITION.
 KV0804
 KV0804                          STATION RECOVERY (1989)
 KV0804
 KV0804'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV0804'IN AVON, NEAR THE NORTHEAST CORNER OF THE INTERSECTION OF WASHINGTON
 KV0804'AVENUE AND SECOND AVENUE.  THE STATION IS 42.2 M (138.5 FT) EAST OF
 KV0804'THE EAST CURBLINE OF SECOND AVENUE, 0.69 M (2.26 FT) NORTH OF THE
 KV0804'NORTH CURBLINE OF WASHINGTON AVENUE, 15.04 M (49.34 FT) SOUTH
 KV0804'SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE NUMBER 130, 3.68 M (12.07
 KV0804'FT) WEST OF THE WEST EDGE OF OF A NORTH SOUTH SIDEWALK AND 0.68 M
 KV0804'(2.23 FT) SOUTH OF THE EAST WEST SIDEWALK.  THE STATION IS PROJECTING
 KV0804'0.03 M (0.10 FT) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5156 ***********************************************************************
 KV5156  DESIGNATION -  BELMAR GAS TANK
 KV5156  PID         -  KV5156
 KV5156  STATE/COUNTY-  NJ/MONMOUTH
 KV5156  USGS QUAD   -  ASBURY PARK (1989)
 KV5156
 KV5156                         *CURRENT SURVEY CONTROL
 KV5156  ___________________________________________________________________
 KV5156* NAD 83(1996)-  40 10 33.32835(N)    074 01 50.11759(W)     ADJUSTED  
 KV5156* NAVD 88     -                                                        
 KV5156  ___________________________________________________________________
 KV5156  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 KV5156  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV5156
 KV5156  HORZ ORDER  -  THIRD
 KV5156
 KV5156.The horizontal coordinates were established by classical geodetic methods
 KV5156.and adjusted by the National Geodetic Survey in September 1999..
 KV5156
 KV5156
 KV5156.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5156
 KV5156.The geoid height was determined by GEOID03.
 KV5156
 KV5156;                    North         East     Units Scale Factor Converg.
 KV5156;SPC NJ       -   149,152.121   189,977.902   MT  0.99991967   +0 18 10.2
 KV5156;SPC NJ       -   489,343.25    623,285.83   sFT  0.99991967   +0 18 10.2
 KV5156;UTM  18      - 4,447,733.901   582,536.620   MT  0.99968386   +0 37 31.6
 KV5156
 KV5156                          SUPERSEDED SURVEY CONTROL
 KV5156
 KV5156  NAD 83(1986)-  40 10 33.32670(N)    074 01 50.11175(W) AD(       ) 4
 KV5156  NAD 27      -  40 10 32.91600(N)    074 01 51.61400(W) AD(       ) 3
 KV5156
 KV5156.Superseded values are not recommended for survey control.
 KV5156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5156.See file dsdata.txt to determine how the superseded data were derived.
 KV5156
 KV5156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8253747734(NAD 83)
 KV5156_MARKER: 51 = TANK
 KV5156
 KV5156  HISTORY     - Date     Condition        Report By
 KV5156  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5156  HISTORY     - 1934     GOOD             CGS
 KV5156  HISTORY     - 1962     GOOD             CGS
 KV5156  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV5156
 KV5156                          STATION DESCRIPTION
 KV5156
 KV5156'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (PCD)
 KV5156'STATION IS THE CENTER OF THE TALLER GAS CONTAINER AT THE GAS WORKS,
 KV5156'BELMAR.
 KV5156'
 KV5156'DIRECTIONS WERE COMPUTED FROM OBSERVATIONS ON THE TANGENTS OF THE
 KV5156'TANK.
 KV5156
 KV5156                          STATION RECOVERY (1934)
 KV5156
 KV5156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5156'STATION IS THE CENTER OF THE TOP OF THE JERSEY CENTRAL POWER AND
 KV5156'LIGHT COMPANY GAS TANK AT BELMAR, NEW JERSEY.
 KV5156
 KV5156                          STATION RECOVERY (1962)
 KV5156
 KV5156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5156'RECOVERED AS DESCRIBED EXCEPT THAT THE NEW JERSEY NATURAL GAS
 KV5156'CO. IS NOW HOLDER OF THE PROPERTY.
 KV5156
 KV5156                          STATION RECOVERY (1984)
 KV5156
 KV5156'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5156'STATION FOUND LOST.
 KV5156'
 KV5156'TANK HAS BEEN TORN DOWN AND NOT REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0805 ***********************************************************************
 KV0805  DESIGNATION -  BELMAR RM 1
 KV0805  PID         -  KV0805
 KV0805  STATE/COUNTY-  NJ/MONMOUTH
 KV0805  USGS QUAD   -  ASBURY PARK (1989)
 KV0805
 KV0805                         *CURRENT SURVEY CONTROL
 KV0805  ___________________________________________________________________
 KV0805* NAD 83(1986)-  40 11 08.     (N)    074 00 38.     (W)     SCALED    
 KV0805* NAVD 88     -         4.079  (meters)      13.38   (feet)  ADJUSTED  
 KV0805  ___________________________________________________________________
 KV0805  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV0805  DYNAMIC HT  -           4.077 (meters)      13.38  (feet)  COMP
 KV0805  MODELED GRAV-     980,166.3   (mgal)                       NAVD 88
 KV0805
 KV0805  VERT ORDER  -  FIRST     CLASS I
 KV0805
 KV0805.The horizontal coordinates were scaled from a topographic map and have
 KV0805.an estimated accuracy of +/- 6 seconds.
 KV0805
 KV0805.The orthometric height was determined by differential leveling
 KV0805.and adjusted by the National Geodetic Survey in June 1991..
 KV0805.WARNING-Repeat measurements at this control monument indicate possible
 KV0805.vertical movement.
 KV0805
 KV0805.The geoid height was determined by GEOID03.
 KV0805
 KV0805.The dynamic height is computed by dividing the NAVD 88
 KV0805.geopotential number by the normal gravity value computed on the
 KV0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0805.degrees latitude (g = 980.6199 gals.).
 KV0805
 KV0805.The modeled gravity was interpolated from observed gravity values.
 KV0805
 KV0805;                    North         East    Units  Estimated Accuracy
 KV0805;SPC NJ       -   150,230.      191,680.      MT  (+/- 180 meters Scaled)
 KV0805
 KV0805                          SUPERSEDED SURVEY CONTROL
 KV0805
 KV0805  NGVD 29 (04/16/92)    4.409  (m)           14.47   (f) ADJUSTED    1 1
 KV0805
 KV0805.Superseded values are not recommended for survey control.
 KV0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0805.See file dsdata.txt to determine how the superseded data were derived.
 KV0805
 KV0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK842488(NAD 83)
 KV0805_MARKER: DR = REFERENCE MARK DISK
 KV0805_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0805_SP_SET: CONCRETE CURB
 KV0805_STAMPING: BELMAR NO 1 1962
 KV0805_MARK LOGO: CGS   
 KV0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0805+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1989
 KV0805
 KV0805  HISTORY     - Date     Condition        Report By
 KV0805  HISTORY     - 1962     MONUMENTED       CGS
 KV0805  HISTORY     - 1964     GOOD             CGS
 KV0805  HISTORY     - 1984     GOOD             USPSQD
 KV0805  HISTORY     - 1987     GOOD             USPSQD
 KV0805  HISTORY     - 19890509 GOOD             NJGS
 KV0805
 KV0805                          STATION DESCRIPTION
 KV0805
 KV0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0805'0.1 MI S FROM BELMAR.
 KV0805'AT BELMAR, ABOUT 0.1 MILE SOUTH ALONG OCEAN AVENUE FROM THE
 KV0805'BRIDGE OVER THE SHARK RIVER INLET AT THE INTERSECTION OF OCEAN
 KV0805'AVENUE AND 1ST AVENUE, 33.5 FEET WEST OF THE CENTER LINE OF
 KV0805'OCEAN AVENUE, 22.0 FEET NORTH OF THE CENTER LINE OF 1ST AVENUE,
 KV0805'ABOUT LEVEL WITH OCEAN AVENUE AND IS SET IN THE TOP OF THE NORTH
 KV0805'CURB OF 1ST AVENUE.
 KV0805
 KV0805                          STATION RECOVERY (1984)
 KV0805
 KV0805'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0805'NOTE:--MARK NOW PAINTED YELLOW.
 KV0805
 KV0805                          STATION RECOVERY (1987)
 KV0805
 KV0805'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0805'RECOVERED IN GOOD CONDITION.
 KV0805
 KV0805                          STATION RECOVERY (1989)
 KV0805
 KV0805'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV0805'IN BELMAR, ABOUT 0.16 KM (0.10 MI) SOUTH ALONG OCEAN AVENUE FROM THE
 KV0805'SHARK RIVER INLET BRIDGE TO THE STATION AT THE NORTHWEST TEE
 KV0805'INTERSECTION OF FIRST AVENUE AND OCEAN AVENUE.  THE STATION IS 0.14 M
 KV0805'(0.46 FT) NORTHWEST OF THE GUTTERLINE OF FIRST AVENUE, 6.68 M (21.92
 KV0805'FT) NORTH OF THE CURBLINE OF FIRST AVENUE, 9.2 M (30.2 FT) SOUTH
 KV0805'SOUTHWEST OF AN ALUMINUM LIGHT POLE AND 16.65 M (54.63 FT) SOUTHEAST
 KV0805'FROM THE SOUTHEAST CORNER OF A CONDOMINIMUM COMPLEX.  THE STATION IS
 KV0805'FLUSH WITH THE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0807 ***********************************************************************
 KV0807  DESIGNATION -  BELMAR RM 2
 KV0807  PID         -  KV0807
 KV0807  STATE/COUNTY-  NJ/MONMOUTH
 KV0807  USGS QUAD   -  ASBURY PARK (1989)
 KV0807
 KV0807                         *CURRENT SURVEY CONTROL
 KV0807  ___________________________________________________________________
 KV0807* NAD 83(1986)-  40 11 08.     (N)    074 00 38.     (W)     SCALED    
 KV0807* NAVD 88     -         4.275  (meters)      14.03   (feet)  ADJUSTED  
 KV0807  ___________________________________________________________________
 KV0807  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV0807  DYNAMIC HT  -           4.273 (meters)      14.02  (feet)  COMP
 KV0807  MODELED GRAV-     980,166.3   (mgal)                       NAVD 88
 KV0807
 KV0807  VERT ORDER  -  FIRST     CLASS I
 KV0807
 KV0807.The horizontal coordinates were scaled from a topographic map and have
 KV0807.an estimated accuracy of +/- 6 seconds.
 KV0807
 KV0807.The orthometric height was determined by differential leveling
 KV0807.and adjusted by the National Geodetic Survey in June 1991..
 KV0807
 KV0807.The geoid height was determined by GEOID03.
 KV0807
 KV0807.The dynamic height is computed by dividing the NAVD 88
 KV0807.geopotential number by the normal gravity value computed on the
 KV0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0807.degrees latitude (g = 980.6199 gals.).
 KV0807
 KV0807.The modeled gravity was interpolated from observed gravity values.
 KV0807
 KV0807;                    North         East    Units  Estimated Accuracy
 KV0807;SPC NJ       -   150,230.      191,680.      MT  (+/- 180 meters Scaled)
 KV0807
 KV0807                          SUPERSEDED SURVEY CONTROL
 KV0807
 KV0807  NGVD 29 (04/16/92)    4.596  (m)           15.08   (f) ADJUSTED    1 1
 KV0807
 KV0807.Superseded values are not recommended for survey control.
 KV0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0807.See file dsdata.txt to determine how the superseded data were derived.
 KV0807
 KV0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK842488(NAD 83)
 KV0807_MARKER: DR = REFERENCE MARK DISK
 KV0807_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0807_SP_SET: CONCRETE DIVIDER
 KV0807_STAMPING: BELMAR NO 2 1962
 KV0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0807
 KV0807  HISTORY     - Date     Condition        Report By
 KV0807  HISTORY     - 1962     MONUMENTED       CGS
 KV0807  HISTORY     - 1964     GOOD             CGS
 KV0807  HISTORY     - 1993     MARK NOT FOUND   USPSQD
 KV0807
 KV0807                          STATION DESCRIPTION
 KV0807
 KV0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0807'0.1 MI S FROM BELMAR.
 KV0807'AT BELMAR, ABOUT 0.1 MILE SOUTH ALONG OCEAN AVENUE FROM THE
 KV0807'BRIDGE OVER THE SHARK RIVER INLET, AT THE INTERSECTION OF OCEAN
 KV0807'AVENUE AND 1ST AVENUE, 96.5 FEET SOUTHEAST OF RM 1, 21.0 FEET
 KV0807'WEST OF THE CENTER LINE OF THE NORTH BOUND LANE OF OCEAN AVENUE,
 KV0807'20.0 FEET EAST OF THE CENTER LINE OF THE SOUTH BOUND LANE OF
 KV0807'OCEAN AVENUE, 9.5 FEET SOUTH OF THE NORTH END OF CONCRETE DIVIDER,
 KV0807'3.5 FEET NORTH OF LIGHT POLE NUMBER 175 MV, ABOUT 1 FOOT ABOVE
 KV0807'OCEAN AVENUE AND IS SET IN THE TOP AT THE NORTH END OF CONCRETE
 KV0807'DIVIDER BETWEEN THE NORTH AND SOUTH BOUND LANES OF OCEAN AVENUE.
 KV0807
 KV0807                          STATION RECOVERY (1993)
 KV0807
 KV0807'RECOVERY NOTE BY US POWER SQUADRON 1993
 KV0807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5142 ***********************************************************************
 KV5142  DESIGNATION -  BELMAR SILVER TANK
 KV5142  PID         -  KV5142
 KV5142  STATE/COUNTY-  NJ/MONMOUTH
 KV5142  USGS QUAD   -  ASBURY PARK (1989)
 KV5142
 KV5142                         *CURRENT SURVEY CONTROL
 KV5142  ___________________________________________________________________
 KV5142* NAD 83(1996)-  40 12 06.65882(N)    074 01 14.13347(W)     ADJUSTED  
 KV5142* NAVD 88     -                                                        
 KV5142  ___________________________________________________________________
 KV5142  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 KV5142  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV5142
 KV5142  HORZ ORDER  -  THIRD
 KV5142
 KV5142.The horizontal coordinates were established by classical geodetic methods
 KV5142.and adjusted by the National Geodetic Survey in September 1999..
 KV5142
 KV5142
 KV5142.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5142
 KV5142.The geoid height was determined by GEOID03.
 KV5142
 KV5142;                    North         East     Units Scale Factor Converg.
 KV5142;SPC NJ       -   152,035.079   190,813.647   MT  0.99992050   +0 18 34.0
 KV5142;SPC NJ       -   498,801.76    626,027.77   sFT  0.99992050   +0 18 34.0
 KV5142;UTM  18      - 4,450,620.840   583,355.922   MT  0.99968553   +0 37 56.0
 KV5142
 KV5142                          SUPERSEDED SURVEY CONTROL
 KV5142
 KV5142  NAD 83(1986)-  40 12 06.65768(N)    074 01 14.12808(W) AD(       ) 4
 KV5142  NAD 27      -  40 12 06.24900(N)    074 01 15.63100(W) AD(       ) 3
 KV5142
 KV5142.Superseded values are not recommended for survey control.
 KV5142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5142.See file dsdata.txt to determine how the superseded data were derived.
 KV5142
 KV5142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8335650621(NAD 83)
 KV5142_MARKER: 51 = TANK
 KV5142
 KV5142  HISTORY     - Date     Condition        Report By
 KV5142  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5142  HISTORY     - 1962     GOOD             CGS
 KV5142  HISTORY     - 1967     GOOD             CGS
 KV5142  HISTORY     - 19920809 GOOD             USPSQD
 KV5142
 KV5142                          STATION DESCRIPTION
 KV5142
 KV5142'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (PCD)
 KV5142'STATION IS THE TOP OF SILVER WATER TANK LOCATED AT THE
 KV5142'STEINER-LIBERTY CORPORATION FACTORY ON RAILROAD AVENUE, BETWEEN
 KV5142'4TH AND 5TH AVENUES, NEPTUNE.
 KV5142'
 KV5142'NOW MARKED WITH BLACK LETTERS WE PUT THE WORLD TO SLEEP.
 KV5142
 KV5142                          STATION RECOVERY (1962)
 KV5142
 KV5142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5142'RECOVERED IN FAIR CONDITION AS DESCRIBED, WITH THE FOLLOWING
 KV5142'EXCEPTIONS--
 KV5142'
 KV5142'THE BUILDING NOW DISPLAYS A SIGN N.K.MORRIS MFG. CO. RATHER
 KV5142'THAN STEINER-LIBERTY CORP., THE TANK IS BADLY RUSTED, WITH
 KV5142'NO LETTERING.  IT IS LOCATED JUST WEST OF THE RAILROAD BETWEEN
 KV5142'4TH AND 5TH AVENUES, IN BELMAR.
 KV5142
 KV5142                          STATION RECOVERY (1967)
 KV5142
 KV5142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GMW)
 KV5142'RECOVERED IN FAIR CONDITION, AS DESCRIBED BY C. A. S. IN 1962
 KV5142'WITH THE EXCEPTION IT HAS NOW BEEN PAINTED LIGHT GREEN.
 KV5142'
 KV5142'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5142'1/2 MILE NORTHEAST OF NEPTUNE CITY.
 KV5142
 KV5142                          STATION RECOVERY (1992)
 KV5142
 KV5142'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5158 ***********************************************************************
 KV5158  DESIGNATION -  BELMAR STACK
 KV5158  PID         -  KV5158
 KV5158  STATE/COUNTY-  NJ/MONMOUTH
 KV5158  USGS QUAD   -  ASBURY PARK (1989)
 KV5158
 KV5158                         *CURRENT SURVEY CONTROL
 KV5158  ___________________________________________________________________
 KV5158* NAD 83(1996)-  40 10 31.56394(N)    074 01 45.91742(W)     ADJUSTED  
 KV5158* NAVD 88     -                                                        
 KV5158  ___________________________________________________________________
 KV5158  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 KV5158  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV5158
 KV5158  HORZ ORDER  -  THIRD
 KV5158
 KV5158.The horizontal coordinates were established by classical geodetic methods
 KV5158.and adjusted by the National Geodetic Survey in September 1999..
 KV5158
 KV5158
 KV5158.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5158
 KV5158.The geoid height was determined by GEOID03.
 KV5158
 KV5158;                    North         East     Units Scale Factor Converg.
 KV5158;SPC NJ       -   149,098.231   190,077.555   MT  0.99991977   +0 18 12.9
 KV5158;SPC NJ       -   489,166.45    623,612.78   sFT  0.99991977   +0 18 12.9
 KV5158;UTM  18      - 4,447,680.585   582,636.551   MT  0.99968406   +0 37 34.3
 KV5158
 KV5158                          SUPERSEDED SURVEY CONTROL
 KV5158
 KV5158  NAD 83(1986)-  40 10 31.56164(N)    074 01 45.91129(W) AD(       ) 4
 KV5158  NAD 27      -  40 10 31.14600(N)    074 01 47.41200(W) AD(       ) 3
 KV5158
 KV5158.Superseded values are not recommended for survey control.
 KV5158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5158.See file dsdata.txt to determine how the superseded data were derived.
 KV5158
 KV5158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8263747681(NAD 83)
 KV5158_MARKER: 63 = STACK
 KV5158
 KV5158  HISTORY     - Date     Condition        Report By
 KV5158  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5158  HISTORY     - 1962     GOOD             CGS
 KV5158  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV5158
 KV5158                          STATION DESCRIPTION
 KV5158
 KV5158'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (PCD)
 KV5158'STATION IS THE CENTER OF SLENDER SILVER STACK, WITH BLACK TOP,
 KV5158'LOCATED AT THE GAS WORKS AT BELMAR.
 KV5158'
 KV5158'THESE GAS WORKS ARE OWNED BY THE JERSEY CENTRAL LIGHT AND POWER
 KV5158'COMPANY AND ARE LOCATED AT RAILROAD AVENUE, BETWEEN 13TH AND
 KV5158'14TH AVENUES.
 KV5158
 KV5158                          STATION RECOVERY (1962)
 KV5158
 KV5158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5158'RECOVERED AS DESCRIBED EXCEPT THAT THE STACK IS NOW ENTIRELY
 KV5158'BLACK.
 KV5158
 KV5158                          STATION RECOVERY (1984)
 KV5158
 KV5158'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5158'STATION FOUND LOST.
 KV5158'
 KV5158'GAS WORKS NO LONGER EXISTS AT THIS LOCATION.  ALL STRUCTURES HAVE
 KV5158'BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5155 ***********************************************************************
 KV5155  DESIGNATION -  BELMAR STANDPIPE
 KV5155  PID         -  KV5155
 KV5155  STATE/COUNTY-  NJ/MONMOUTH
 KV5155  USGS QUAD   -  ASBURY PARK (1989)
 KV5155
 KV5155                         *CURRENT SURVEY CONTROL
 KV5155  ___________________________________________________________________
 KV5155* NAD 83(1996)-  40 10 39.19975(N)    074 01 45.20763(W)     ADJUSTED  
 KV5155* NAVD 88     -                                                        
 KV5155  ___________________________________________________________________
 KV5155  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 KV5155  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV5155
 KV5155  HORZ ORDER  -  THIRD
 KV5155
 KV5155.The horizontal coordinates were established by classical geodetic methods
 KV5155.and adjusted by the National Geodetic Survey in September 1999..
 KV5155
 KV5155
 KV5155.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5155
 KV5155.The geoid height was determined by GEOID03.
 KV5155
 KV5155;                    North         East     Units Scale Factor Converg.
 KV5155;SPC NJ       -   149,333.816   190,093.098   MT  0.99991978   +0 18 13.4
 KV5155;SPC NJ       -   489,939.36    623,663.77   sFT  0.99991978   +0 18 13.4
 KV5155;UTM  18      - 4,447,916.198   582,650.764   MT  0.99968409   +0 37 34.8
 KV5155
 KV5155                          SUPERSEDED SURVEY CONTROL
 KV5155
 KV5155  NAD 83(1986)-  40 10 39.19792(N)    074 01 45.20159(W) AD(       ) 4
 KV5155  NAD 27      -  40 10 38.79500(N)    074 01 46.69400(W) AD(       ) 3
 KV5155
 KV5155.Superseded values are not recommended for survey control.
 KV5155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5155.See file dsdata.txt to determine how the superseded data were derived.
 KV5155
 KV5155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8265147916(NAD 83)
 KV5155_MARKER: 52 = STANDPIPE TANK
 KV5155
 KV5155  HISTORY     - Date     Condition        Report By
 KV5155  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5155  HISTORY     - 1962     GOOD             CGS
 KV5155  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV5155
 KV5155                          STATION DESCRIPTION
 KV5155
 KV5155'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (PCD)
 KV5155'STATION IS THE CENTER OF BLACK STANDPIPE LOCATED AT THE BELMAR
 KV5155'WATER WORKS, 12TH AVENUE, BELMAR, JUST W OF THE RAILROAD TRACKS.
 KV5155
 KV5155                          STATION RECOVERY (1962)
 KV5155
 KV5155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV5155'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 KV5155
 KV5155                          STATION RECOVERY (1984)
 KV5155
 KV5155'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5155'STATION FOUND LOST.
 KV5155'
 KV5155'STANDPIPE HAS BEEN REMOVED.  WATER TOWER (TANK) HAS BEEN ERECTED
 KV5155'SOUTHWEST (ABOUT 200 FEET) OF OLD STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5157 ***********************************************************************
 KV5157  DESIGNATION -  BELMAR TANK
 KV5157  PID         -  KV5157
 KV5157  STATE/COUNTY-  NJ/MONMOUTH
 KV5157  USGS QUAD   -  ASBURY PARK (1989)
 KV5157
 KV5157                         *CURRENT SURVEY CONTROL
 KV5157  ___________________________________________________________________
 KV5157* NAD 83(1996)-  40 10 32.81805(N)    074 01 47.14241(W)     ADJUSTED  
 KV5157* NAVD 88     -                                                        
 KV5157  ___________________________________________________________________
 KV5157  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 KV5157  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV5157
 KV5157  HORZ ORDER  -  THIRD
 KV5157
 KV5157.The horizontal coordinates were established by classical geodetic methods
 KV5157.and adjusted by the National Geodetic Survey in September 1999..
 KV5157
 KV5157
 KV5157.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5157
 KV5157.The geoid height was determined by GEOID03.
 KV5157
 KV5157;                    North         East     Units Scale Factor Converg.
 KV5157;SPC NJ       -   149,136.755   190,048.370   MT  0.99991974   +0 18 12.1
 KV5157;SPC NJ       -   489,292.84    623,517.03   sFT  0.99991974   +0 18 12.1
 KV5157;UTM  18      - 4,447,718.935   582,607.157   MT  0.99968400   +0 37 33.5
 KV5157
 KV5157                          SUPERSEDED SURVEY CONTROL
 KV5157
 KV5157  NAD 83(1986)-  40 10 32.81596(N)    074 01 47.13640(W) AD(       ) 4
 KV5157  NAD 27      -  40 10 32.40600(N)    074 01 48.63900(W) AD(       ) 3
 KV5157
 KV5157.Superseded values are not recommended for survey control.
 KV5157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5157.See file dsdata.txt to determine how the superseded data were derived.
 KV5157
 KV5157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8260747719(NAD 83)
 KV5157_MARKER: 51 = TANK
 KV5157_SETTING: 0 = UNSPECIFIED SETTING
 KV5157
 KV5157  HISTORY     - Date     Condition        Report By
 KV5157  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5157  HISTORY     - 1962     GOOD             CGS
 KV5157  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV5157
 KV5157                          STATION DESCRIPTION
 KV5157
 KV5157'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (PCD)
 KV5157'STATION IS THE CENTER OF BALL ON TOP OF SMALL BROWN WATER TANK
 KV5157'JUST E OF THE GAS TANKS AT BELMAR.
 KV5157
 KV5157                          STATION RECOVERY (1962)
 KV5157
 KV5157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5157'RECOVERED AS DESCRIBED IN FAIR CONDITION.  THE TANK IS NOW
 KV5157'UNPAINTED AND RUSTY.
 KV5157
 KV5157                          STATION RECOVERY (1984)
 KV5157
 KV5157'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5157'STATION FOUND LOST.
 KV5157'
 KV5157'WATER TANK AND GAS TANKS HAVE BEEN DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3561 ***********************************************************************
 KV3561  DESIGNATION -  BELVIDERE
 KV3561  PID         -  KV3561
 KV3561  STATE/COUNTY-  NJ/WARREN
 KV3561  USGS QUAD   -  BELVIDERE (1992)
 KV3561
 KV3561                         *CURRENT SURVEY CONTROL
 KV3561  ___________________________________________________________________
 KV3561* NAD 83(1996)-  40 49 49.80035(N)    075 02 17.97315(W)     ADJUSTED  
 KV3561* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 KV3561  ___________________________________________________________________
 KV3561  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 KV3561  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 KV3561
 KV3561  HORZ ORDER  -  SECOND
 KV3561
 KV3561.The horizontal coordinates were established by classical geodetic methods
 KV3561.and adjusted by the National Geodetic Survey in September 1999..
 KV3561
 KV3561.The orthometric height was scaled from a topographic map.
 KV3561
 KV3561.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3561
 KV3561.The geoid height was determined by GEOID03.
 KV3561
 KV3561;                    North         East     Units Scale Factor Converg.
 KV3561;SPC NJ       -   221,865.558   104,596.465   MT  0.99992536   -0 21 07.1
 KV3561;SPC NJ       -   727,903.92    343,163.57   sFT  0.99992536   -0 21 07.1
 KV3561;SPC PA S     -   169,752.455   828,690.481   MT  0.99998143   +1 45 33.5
 KV3561;SPC PA S     -   556,929.51  2,718,795.35   sFT  0.99998143   +1 45 33.5
 KV3561;UTM  18      - 4,519,941.949   496,768.492   MT  0.99960013   -0 01 30.2
 KV3561
 KV3561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3561!SPC NJ       -   0.99998223  x   0.99992536  =   0.99990759
 KV3561!SPC PA S     -   0.99998223  x   0.99998143  =   0.99996366
 KV3561!UTM  18      -   0.99998223  x   0.99960013  =   0.99958236
 KV3561
 KV3561|---------------------------------------------------------------------|
 KV3561| PID    Reference Object                     Distance      Geod. Az  |
 KV3561|                                                           dddmmss.s |
 KV3561| CB2740 BELVIDERE RM 1                       88.916 METERS 19638     |
 KV3561| KV3559 MONTANA BCN NJGS AWY BCN 66         APPROX. 4.7 KM 1983934.7 |
 KV3561| CB2741 BELVIDERE RM 2                       62.271 METERS 29338     |
 KV3561|---------------------------------------------------------------------|
 KV3561
 KV3561                          SUPERSEDED SURVEY CONTROL
 KV3561
 KV3561  NAD 83(1986)-  40 49 49.79915(N)    075 02 17.97434(W) AD(       ) 2
 KV3561  NAD 27      -  40 49 49.44400(N)    075 02 19.34600(W) AD(       ) 2
 KV3561
 KV3561.Superseded values are not recommended for survey control.
 KV3561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3561.See file dsdata.txt to determine how the superseded data were derived.
 KV3561
 KV3561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9676819942(NAD 83)
 KV3561_MARKER: DD = SURVEY DISK
 KV3561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3561_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV3561
 KV3561  HISTORY     - Date     Condition        Report By
 KV3561  HISTORY     - 1938     MONUMENTED       NJDCED
 KV3561  HISTORY     - 1951     GOOD             CGS
 KV3561
 KV3561                          STATION DESCRIPTION
 KV3561
 KV3561'DESCRIBED BY NJ CONS AND ECON DEV 1938 (AN)
 KV3561'THE STATION IS LOCATED 1.8 MILES E OF BELVIDERE.
 KV3561'
 KV3561'STATION AND REFERENCE MARKS ARE NEW JERSEY DEPARTMENT OF
 KV3561'CONSERVATION AND DEVELOPMENT BRONZE DISKS, SET IN 6-INCH
 KV3561'CYLINDRICAL CONCRETE MONUMENTS.  STATION MARK IS 2 FEET BELOW
 KV3561'THE SURFACE OF GROUND, AND IS STAMPED BELVIDERE.
 KV3561'
 KV3561'REFERENCE MARK NO.1 IS FLUSH WITH GROUND, IN A STONE FENCE LINE,
 KV3561'AND IS STAMPED R.M.1.
 KV3561'
 KV3561'REFERENCE MARK NO.2 IS FLUSH WITH THE GROUND, IN A STONE FENCE
 KV3561'LINE, AND IS STAMPED R.M.2.
 KV3561'
 KV3561'AZIMUTH MARK IS THE CENTER OF THE REVOLVING LIGHT OF AN AIRWAY
 KV3561'BEACON ABOUT 3 MILES S OF BELVIDERE.
 KV3561'
 KV3561'TO REACH THE STATION FROM BRIDGEVILLE AT THE INTERSECTION OF
 KV3561'NEW JERSEY HIGHWAY 6 AND BRIDGEVILLE-HOPE ROAD, SET SPEEDOMETER
 KV3561'TO 0.0 AND PROCEED SW TO 1.2 MILES, HERE TURN RIGHT INTO A FARM
 KV3561'ROAD, PASSING HOUSE (VACANT) AT ENTRANCE, AND GO ABOUT 1800 FEET
 KV3561'TO A GATE, PARK CAR HERE AND WALK ALONG E SIDE OF FENCE, WHERE
 KV3561'THE STATION SHOULD BE FOUND ATOP A SMALL KNOLL.
 KV3561
 KV3561                          STATION RECOVERY (1951)
 KV3561
 KV3561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 KV3561'THIS STATION WAS RECOVERED 4/20/51.  THE STATION AND BOTH
 KV3561'R.M. 1 AND R.M. 2 WERE FOUND IN GOOD CONDITION.  THE STATION IS
 KV3561'ON THE FARM OWNED BY A.J. SMITH WHO LIVES IN FIRST HOUSE NORTH
 KV3561'OF VACANT FARM HOUSE MENTIONED IN ORIGINAL DESCRIPTION.  CONSENT
 KV3561'OF OWNER MUST BE OBTAINED BEFORE GOING ON PROPERTY.  STATION IS
 KV3561'15 IN BELOW SURFACE, R.M. 1 IS FLUSH WITH GROUND UNDER NORTH
 KV3561'EDGE OF WIDE STONE ROW AND 4.7 FT. NORTH OF FENCE, AND 140 FT
 KV3561'EAST OF FENCE ALONG EASTERLY SIDE OF LANE.  R. M. 2 IS FLUSH
 KV3561'WITH GROUND UNDER EASTERLY EDGE OF ANOTHER STONE ROW.  AND 7.3
 KV3561'FT EAST OF FENCE, AND 374 FT NORTH OF FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2923 ***********************************************************************
 JU2923  DESIGNATION -  BEN
 JU2923  PID         -  JU2923
 JU2923  STATE/COUNTY-  NJ/CAPE MAY
 JU2923  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2923
 JU2923                         *CURRENT SURVEY CONTROL
 JU2923  ___________________________________________________________________
 JU2923* NAD 83(1996)-  39 12 08.50728(N)    074 40 43.36018(W)     ADJUSTED  
 JU2923* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2923  ___________________________________________________________________
 JU2923  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 JU2923  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 JU2923
 JU2923  HORZ ORDER  -  THIRD
 JU2923
 JU2923.The horizontal coordinates were established by classical geodetic methods
 JU2923.and adjusted by the National Geodetic Survey in September 1999..
 JU2923
 JU2923.The orthometric height was scaled from a topographic map.
 JU2923
 JU2923.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2923
 JU2923.The geoid height was determined by GEOID03.
 JU2923
 JU2923;                    North         East     Units Scale Factor Converg.
 JU2923;SPC NJ       -    40,979.265   134,564.628   MT  0.99990293   -0 06 46.6
 JU2923;SPC NJ       -   134,446.14    441,484.12   sFT  0.99990293   -0 06 46.6
 JU2923;UTM  18      - 4,339,282.591   527,741.572   MT  0.99960948   +0 12 11.1
 JU2923
 JU2923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2923!SPC NJ       -   1.00000537  x   0.99990293  =   0.99990830
 JU2923!UTM  18      -   1.00000537  x   0.99960948  =   0.99961484
 JU2923
 JU2923|---------------------------------------------------------------------|
 JU2923| PID    Reference Object                     Distance      Geod. Az  |
 JU2923|                                                           dddmmss.s |
 JU2923| CB1259 BEN RM 1                             16.454 METERS 07647     |
 JU2923| JU2914 SEAVILLE                            APPROX. 1.6 KM 2724244.8 |
 JU2923|---------------------------------------------------------------------|
 JU2923
 JU2923                          SUPERSEDED SURVEY CONTROL
 JU2923
 JU2923  NAD 83(1986)-  39 12 08.48875(N)    074 40 43.35674(W) AD(       ) 3
 JU2923  NAD 27      -  39 12 08.08000(N)    074 40 44.78000(W) AD(       ) 3
 JU2923
 JU2923.Superseded values are not recommended for survey control.
 JU2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2923.See file dsdata.txt to determine how the superseded data were derived.
 JU2923
 JU2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2774239283(NAD 83)
 JU2923_MARKER: DS = TRIANGULATION STATION DISK
 JU2923_SETTING: 0 = UNSPECIFIED SETTING
 JU2923
 JU2923  HISTORY     - Date     Condition        Report By
 JU2923  HISTORY     - 1936     MONUMENTED       CGS
 JU2923  HISTORY     - 1950     GOOD             CGS
 JU2923  HISTORY     - 1971     GOOD             NGS
 JU2923
 JU2923                          STATION DESCRIPTION
 JU2923
 JU2923'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2923'LOCATED ABOUT 1-1/2 MILES W OF STRATHMERE AT THE LOWER END OF
 JU2923'BEN HANDS THOROFARE, ON A MARSHY POINT ON THE E SIDE OF THE
 JU2923'THOROFARE.  THE STATION IS 99 FEET FROM THE EXTREME POINT TO THE
 JU2923'SW, 52 FEET INSHORE FROM UPPER THOROFARE ON THE S AND 47 FEET
 JU2923'INSHORE FROM BEN HANDS THOROFARE ON THE N.
 JU2923'
 JU2923'THE STATION IS MARKED WITH A STANDARD DISK STAMPED BEN - 1936
 JU2923'SET IN TOP OF A 10-INCH CONCRETE FILLED TILE WHICH PROJECTS 7
 JU2923'INCHES ABOVE GROUND.
 JU2923'
 JU2923'REFERENCE MARK NO.1 IS SET INSHORE FROM THE POINT AND IS A
 JU2923'STANDARD DISK STAMPED NO.1 - BEN - 1936 SET IN TOP OF A 10-INCH
 JU2923'CONCRETE FILLED TILE WHICH PROJECTS 6 INCHES ABOVE GROUND.
 JU2923
 JU2923                          STATION RECOVERY (1950)
 JU2923
 JU2923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2923'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU2923'DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH A STEEL TAPE
 JU2923'AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE AND
 JU2923'CORRECT.
 JU2923
 JU2923                          STATION RECOVERY (1971)
 JU2923
 JU2923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU2923'THE STATION MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JU2923'
 JU2923'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2923'1 MILE W OF STRATHMERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3393 ***********************************************************************
 JU3393  DESIGNATION -  BEN DAVIS 1839
 JU3393  PID         -  JU3393
 JU3393  STATE/COUNTY-  NJ/CUMBERLAND
 JU3393  USGS QUAD   -  BEN DAVIS POINT (1993)
 JU3393
 JU3393                         *CURRENT SURVEY CONTROL
 JU3393  ___________________________________________________________________
 JU3393* NAD 83(1996)-  39 17 15.33174(N)    075 17 27.92590(W)     ADJUSTED  
 JU3393* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU3393  ___________________________________________________________________
 JU3393  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 JU3393  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JU3393
 JU3393  HORZ ORDER  -  THIRD
 JU3393
 JU3393.The horizontal coordinates were established by classical geodetic methods
 JU3393.and adjusted by the National Geodetic Survey in September 1999..
 JU3393
 JU3393.The orthometric height was scaled from a topographic map.
 JU3393
 JU3393.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3393
 JU3393.The geoid height was determined by GEOID03.
 JU3393
 JU3393;                    North         East     Units Scale Factor Converg.
 JU3393;SPC NJ       -    50,723.580    81,755.347   MT  0.99995733   -0 30 03.4
 JU3393;SPC NJ       -   166,415.61    268,225.67   sFT  0.99995733   -0 30 03.4
 JU3393;SPC DE       -   142,940.739   210,833.983   MT  0.99999644   +0 04 46.3
 JU3393;SPC DE       -   468,964.74    691,711.16   sFT  0.99999644   +0 04 46.3
 JU3393;UTM  18      - 4,348,732.162   474,896.296   MT  0.99960776   -0 11 03.6
 JU3393
 JU3393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3393!SPC NJ       -   1.00000540  x   0.99995733  =   0.99996273
 JU3393!SPC DE       -   1.00000540  x   0.99999644  =   1.00000184
 JU3393!UTM  18      -   1.00000540  x   0.99960776  =   0.99961316
 JU3393
 JU3393:                Primary Azimuth Mark                     Grid Az
 JU3393:SPC NJ       -  EGG ISLAND 2 1841                        133 33 30.8
 JU3393:SPC DE       -  EGG ISLAND 2 1841                        132 58 41.1
 JU3393:UTM  18      -  EGG ISLAND 2 1841                        133 14 31.0
 JU3393
 JU3393|---------------------------------------------------------------------|
 JU3393| PID    Reference Object                     Distance      Geod. Az  |
 JU3393|                                                           dddmmss.s |
 JU3393| JU3374 EGG ISLAND 2 1841                   APPROX.18.5 KM 1330327.4 |
 JU3393|---------------------------------------------------------------------|
 JU3393
 JU3393                          SUPERSEDED SURVEY CONTROL
 JU3393
 JU3393  NAD 83(1991)-  39 17 15.32699(N)    075 17 27.92633(W) AD(       ) 3
 JU3393  NAD 83(1986)-  39 17 15.32111(N)    075 17 27.93053(W) AD(       ) 3
 JU3393  NAD 27      -  39 17 14.91100(N)    075 17 29.28900(W) AD(       ) 3
 JU3393
 JU3393.Superseded values are not recommended for survey control.
 JU3393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3393.See file dsdata.txt to determine how the superseded data were derived.
 JU3393
 JU3393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7489648732(NAD 83)
 JU3393
 JU3393  HISTORY     - Date     Condition        Report By
 JU3393  HISTORY     - 1839     MONUMENTED       COASUR
 JU3393  HISTORY     - 1946     GOOD             CGS
 JU3393
 JU3393                          STATION DESCRIPTION
 JU3393
 JU3393'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3393'NO DESCRIPTION WAS AVAILABLE FOR THIS STATION.  STATION IS A
 JU3393'1-1/2-INCH IRON PIPE SET IN AN 18-INCH SQUARE CONCRETE BLOCK, ON
 JU3393'THE E BANK OF DELAWARE BAY, ON BEN DAVIS POINT, ABOUT 165 FEET
 JU3393'NE OF MEAN HIGH WATER.  A 50-FOOT STEEL TOWER WITH ITS BASE
 JU3393'ANCHORED IN CONCRETE IS ERECTED OVER THE STATION.  A LATTICE-WORK
 JU3393'TARGET IS MOUNTED ON ITS UPPER SECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3919 ***********************************************************************
 KV3919  DESIGNATION -  BEND
 KV3919  PID         -  KV3919
 KV3919  STATE/COUNTY-  NJ/PASSAIC
 KV3919  USGS QUAD   -  WEEHAWKEN (1995)
 KV3919
 KV3919                         *CURRENT SURVEY CONTROL
 KV3919  ___________________________________________________________________
 KV3919* NAD 83(1996)-  40 50 16.49129(N)    074 07 27.60288(W)     ADJUSTED  
 KV3919* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV3919  ___________________________________________________________________
 KV3919  LAPLACE CORR-           6.33  (seconds)                    DEFLEC99
 KV3919  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV3919
 KV3919  HORZ ORDER  -  THIRD
 KV3919
 KV3919.The horizontal coordinates were established by classical geodetic methods
 KV3919.and adjusted by the National Geodetic Survey in September 1999..
 KV3919
 KV3919.The orthometric height was scaled from a topographic map.
 KV3919
 KV3919.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3919
 KV3919.The geoid height was determined by GEOID03.
 KV3919
 KV3919;                    North         East     Units Scale Factor Converg.
 KV3919;SPC NJ       -   222,617.279   181,680.883   MT  0.99991235   +0 14 44.4
 KV3919;SPC NJ       -   730,370.19    596,064.70   sFT  0.99991235   +0 14 44.4
 KV3919;SPC NY L     -    74,547.069   289,513.597   MT  0.99999492   -0 04 52.8
 KV3919;SPC NY L     -   244,576.51    949,845.86   sFT  0.99999492   -0 04 52.8
 KV3919;UTM  18      - 4,521,133.182   573,825.377   MT  0.99966708   +0 34 21.5
 KV3919
 KV3919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3919!SPC NJ       -   1.00000462  x   0.99991235  =   0.99991697
 KV3919!SPC NY L     -   1.00000462  x   0.99999492  =   0.99999954
 KV3919!UTM  18      -   1.00000462  x   0.99966708  =   0.99967170
 KV3919
 KV3919:                Primary Azimuth Mark                     Grid Az
 KV3919:SPC NJ       -  SWAMP                                    008 51 48.3
 KV3919:SPC NY L     -  SWAMP                                    009 11 25.5
 KV3919:UTM  18      -  SWAMP                                    008 32 11.2
 KV3919
 KV3919|---------------------------------------------------------------------|
 KV3919| PID    Reference Object                     Distance      Geod. Az  |
 KV3919|                                                           dddmmss.s |
 KV3919| KV3976 SWAMP                               473.834 METERS 0090632.7 |
 KV3919| KV3983 TREE                                364.045 METERS 02409     |
 KV3919| KV3978 BUSH                                393.426 METERS 14743     |
 KV3919| CB5695 BEND RM 2                            12.497 METERS 21325     |
 KV3919| CB5694 BEND RM 1                            11.201 METERS 31908     |
 KV3919| KV4214 TURN                                154.213 METERS 34848     |
 KV3919|---------------------------------------------------------------------|
 KV3919
 KV3919                          SUPERSEDED SURVEY CONTROL
 KV3919
 KV3919  NAD 83(1996)-  40 50 16.49105(N)    074 07 27.60321(W) AD(       ) 3
 KV3919  NAD 83(1996)-  40 50 16.48576(N)    074 07 27.60991(W) AD(       ) 3
 KV3919  NAD 83(1992)-  40 50 16.48595(N)    074 07 27.61008(W) AD(       ) 3
 KV3919  NAD 83(1986)-  40 50 16.48813(N)    074 07 27.61440(W) AD(       ) 3
 KV3919  NAD 27      -  40 50 16.13800(N)    074 07 29.09900(W) AD(       ) 3
 KV3919
 KV3919.Superseded values are not recommended for survey control.
 KV3919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3919.See file dsdata.txt to determine how the superseded data were derived.
 KV3919
 KV3919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7382521133(NAD 83)
 KV3919_MARKER: DS = TRIANGULATION STATION DISK
 KV3919_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV3919_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV3919
 KV3919  HISTORY     - Date     Condition        Report By
 KV3919  HISTORY     - 1913     MONUMENTED       CGS
 KV3919  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV3919
 KV3919                          STATION DESCRIPTION
 KV3919
 KV3919'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV3919'STATION IS ON THE W SIDE OF PASSAIC RIVER, ABOUT 1/4 MILE BELOW
 KV3919'UNION AVENUE BRIDGE, ON THE NW CORNER OF AN OLD DOCK BELONGING
 KV3919'TO MR. ADDEN, ABOUT 60 METERS E OF THE RIVER ROAD, AND ABOUT 75
 KV3919'METERS BELOW THE TERMINUS OF BROOK AVENUE IN THE CITY OF PASSAIC.
 KV3919'
 KV3919'THE STATION IS MARKED BY A C. AND G.S. STANDARD DISK CEMENTED IN
 KV3919'THE TOP OF A 4-INCH TILE PIPE AND SUNK TO THE GROUND LEVEL.
 KV3919'
 KV3919'THE SUBSURFACE MARK IS A BURIED BOTTLE.
 KV3919'
 KV3919'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CONCRETE CONTAINED
 KV3919'IN A 4-INCH TILE PIPE AND SUNK TO THE GROUND LEVEL, ARE PLACED
 KV3919'RESPECTIVELY 41.0 FEET N 31 DEG W AND 36.75 FEET S 42 DEG W
 KV3919'FROM THE STATION.
 KV3919
 KV3919                          STATION RECOVERY (1933)
 KV3919
 KV3919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3919'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2609 ***********************************************************************
 JU2609  DESIGNATION -  BEND 1935
 JU2609  PID         -  JU2609
 JU2609  STATE/COUNTY-  NJ/OCEAN
 JU2609  USGS QUAD   -  SEASIDE PARK (1989)
 JU2609
 JU2609                         *CURRENT SURVEY CONTROL
 JU2609  ___________________________________________________________________
 JU2609* NAD 83(1996)-  39 55 52.31617(N)    074 06 20.40852(W)     ADJUSTED  
 JU2609* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2609  ___________________________________________________________________
 JU2609  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 JU2609  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU2609
 JU2609  HORZ ORDER  -  THIRD
 JU2609
 JU2609.The horizontal coordinates were established by classical geodetic methods
 JU2609.and adjusted by the National Geodetic Survey in September 1999..
 JU2609
 JU2609.The orthometric height was scaled from a topographic map.
 JU2609
 JU2609.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2609
 JU2609.The geoid height was determined by GEOID03.
 JU2609
 JU2609;                    North         East     Units Scale Factor Converg.
 JU2609;SPC NJ       -   121,950.362   183,703.890   MT  0.99991398   +0 15 11.2
 JU2609;SPC NJ       -   400,098.81    602,701.85   sFT  0.99991398   +0 15 11.2
 JU2609;UTM  18      - 4,420,503.844   576,416.937   MT  0.99967189   +0 34 26.7
 JU2609
 JU2609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2609!SPC NJ       -   1.00000509  x   0.99991398  =   0.99991907
 JU2609!UTM  18      -   1.00000509  x   0.99967189  =   0.99967698
 JU2609
 JU2609                          SUPERSEDED SURVEY CONTROL
 JU2609
 JU2609  NAD 83(1986)-  39 55 52.31010(N)    074 06 20.40402(W) AD(       ) 3
 JU2609  NAD 27      -  39 55 51.87900(N)    074 06 21.91400(W) AD(       ) 3
 JU2609
 JU2609.Superseded values are not recommended for survey control.
 JU2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2609.See file dsdata.txt to determine how the superseded data were derived.
 JU2609
 JU2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7641720504(NAD 83)
 JU2609_MARKER: I = METAL ROD
 JU2609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2609_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU2609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2609+STABILITY: SURFACE MOTION
 JU2609
 JU2609  HISTORY     - Date     Condition        Report By
 JU2609  HISTORY     - 1935     MONUMENTED       CGS
 JU2609  HISTORY     - 1939     MARK NOT FOUND   USE
 JU2609  HISTORY     - 19940809 MARK NOT FOUND   USPSQD
 JU2609
 JU2609                          STATION DESCRIPTION
 JU2609
 JU2609'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2609'STATION WAS ORIGINALLY ESTABLISHED AND MARKED BY THE BUREAU
 JU2609'OF COMMERCE AND NAVIGATION OF THE STATE OF NEW JERSEY.  IT WAS
 JU2609'RECOVERED, RELOCATED, AND DESCRIBED AS A TOPOGRAPHIC STATION BY
 JU2609'R.C. BOLSTEAD IN 1935.  IT WAS RECOVERED AND CUT IN AS AN
 JU2609'INTERSECTION TRIANGULATION STATION BY THIS PARTY IN ORDER THAT
 JU2609'THE SCHEME OF TRIANGULATION ESTABLISHED BY THE BUREAU OF
 JU2609'COMMERCE AND NAVIGATION OF THE STATE OF NEW JERSEY COULD BE
 JU2609'TIED IN TO THE WORK OF THIS BUREAU.
 JU2609'
 JU2609'THE STATION IS LOCATED ON A POINT OF MARSH LAND ON THE S SIDE
 JU2609'OF TOMS RIVER NEAR ITS JUNCTION WITH BARNEGAT BAY.  IT IS
 JU2609'MARKED WITH A 10- BY 10-INCH CONCRETE MONUMENT WITH AN IRON
 JU2609'PIPE IN THE CENTER AND HAS NO REFERENCE MARKS.  THE STATION IS
 JU2609'NOW 2 FEET OUTSIDE OF THE HIGH-WATER LINE AND THE ORIGINAL
 JU2609'DESCRIPTION STATES THAT IT WAS LOCATED 15 FEET IN BACK OF THE
 JU2609'SHORE LINE.  IT IS LIKELY TO BE WASHED OUT BEFORE LONG.
 JU2609'
 JU2609'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JU2609
 JU2609                          STATION RECOVERY (1939)
 JU2609
 JU2609'RECOVERY NOTE BY US ENGINEERS 1939
 JU2609'STATION LOST.  SHORELINE HAS BEEN ERODED AND MONUMENT WAS
 JU2609'FOUND OVERTURNED IN TWO FEET OF WATER.
 JU2609
 JU2609                          STATION RECOVERY (1994)
 JU2609
 JU2609'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU2609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4053 ***********************************************************************
 KV4053  DESIGNATION -  BER
 KV4053  PID         -  KV4053
 KV4053  STATE/COUNTY-  NJ/BERGEN
 KV4053  USGS QUAD   -  WEEHAWKEN (1995)
 KV4053
 KV4053                         *CURRENT SURVEY CONTROL
 KV4053  ___________________________________________________________________
 KV4053* NAD 83(1996)-  40 48 24.96956(N)    074 03 40.17868(W)     ADJUSTED  
 KV4053* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV4053  ___________________________________________________________________
 KV4053  LAPLACE CORR-           7.02  (seconds)                    DEFLEC99
 KV4053  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 KV4053
 KV4053  HORZ ORDER  -  THIRD
 KV4053
 KV4053.The horizontal coordinates were established by classical geodetic methods
 KV4053.and adjusted by the National Geodetic Survey in September 1999..
 KV4053
 KV4053.The orthometric height was scaled from a topographic map.
 KV4053
 KV4053.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4053
 KV4053.The geoid height was determined by GEOID03.
 KV4053
 KV4053;                    North         East     Units Scale Factor Converg.
 KV4053;SPC NJ       -   219,202.220   187,025.698   MT  0.99991687   +0 17 12.4
 KV4053;SPC NJ       -   719,165.95    613,600.14   sFT  0.99991687   +0 17 12.4
 KV4053;SPC NY L     -    71,101.296   294,839.269   MT  0.99999518   -0 02 24.0
 KV4053;SPC NY L     -   233,271.50    967,318.50   sFT  0.99999518   -0 02 24.0
 KV4053;UTM  18      - 4,517,749.493   579,188.287   MT  0.99967718   +0 36 48.9
 KV4053
 KV4053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4053!SPC NJ       -   1.00000506  x   0.99991687  =   0.99992193
 KV4053!SPC NY L     -   1.00000506  x   0.99999518  =   1.00000024
 KV4053!UTM  18      -   1.00000506  x   0.99967718  =   0.99968224
 KV4053
 KV4053|---------------------------------------------------------------------|
 KV4053| PID    Reference Object                     Distance      Geod. Az  |
 KV4053|                                                           dddmmss.s |
 KV4053| CB5696 BER RM 1                                           06845     |
 KV4053| KV4049 WOOD                                APPROX. 0.9 KM 0821001.6 |
 KV4053| KV4069 NORTH BERGEN NYC RR SHOPS CHIM      APPROX. 3.3 KM 1055207.5 |
 KV4053| KV4081 NORTH BERGEN WATER CO CHIMNEY       APPROX. 3.3 KM 1170047.0 |
 KV4053| KV4060 HUD                                 343.961 METERS 15958     |
 KV4053| CB5697 BER RM 2                                           24929     |
 KV4053|---------------------------------------------------------------------|
 KV4053
 KV4053                          SUPERSEDED SURVEY CONTROL
 KV4053
 KV4053  NAD 83(1996)-  40 48 24.96945(N)    074 03 40.17877(W) AD(       ) 3
 KV4053  NAD 83(1996)-  40 48 24.96842(N)    074 03 40.18016(W) AD(       ) 3
 KV4053  NAD 83(1992)-  40 48 24.96750(N)    074 03 40.18109(W) AD(       ) 3
 KV4053  NAD 83(1986)-  40 48 24.97174(N)    074 03 40.17836(W) AD(       ) 3
 KV4053  NAD 27      -  40 48 24.60800(N)    074 03 41.67100(W) AD(       ) 3
 KV4053
 KV4053.Superseded values are not recommended for survey control.
 KV4053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4053.See file dsdata.txt to determine how the superseded data were derived.
 KV4053
 KV4053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7918817749(NAD 83)
 KV4053_MARKER: T = CHISELED TRIANGLE
 KV4053_SETTING: 0 = UNSPECIFIED SETTING
 KV4053
 KV4053  HISTORY     - Date     Condition        Report By
 KV4053  HISTORY     - 1914     MONUMENTED       CGS
 KV4053  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV4053
 KV4053                          STATION DESCRIPTION
 KV4053
 KV4053'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV4053'STATION IS ON THE W SIDE OF HACKENSACK RIVER, ON THE CENTER OF
 KV4053'THE N ABUTMENT OF THE HUDSON AND BERGEN COUNTY BRIDGE.  THE
 KV4053'STATION IS 26.35 FEET FROM A CROSS CUT ON THE DOWN RIVER END OF
 KV4053'THE ABUTMENT, 26.35 FEET FROM A SIMILAR CROSS CUT ON THE UP RIVER
 KV4053'END, AND 4.80 FEET FROM THE INSIDE EDGE OF THE UPPER RAIL OF THE
 KV4053'TROLLEY TRACK.  THE STATION IS MARKED BY A TRIANGLE BETWEEN
 KV4053'LETTERS U.S. CUT ON THE ABUTMENT.
 KV4053
 KV4053                          STATION RECOVERY (1932)
 KV4053
 KV4053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4053'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4319 ***********************************************************************
 KV4319  DESIGNATION -  BERGEN
 KV4319  PID         -  KV4319
 KV4319  STATE/COUNTY-  NJ/HUDSON
 KV4319  USGS QUAD   -  JERSEY CITY (1981)
 KV4319
 KV4319                         *CURRENT SURVEY CONTROL
 KV4319  ___________________________________________________________________
 KV4319* NAD 83(1996)-  40 43 04.55882(N)    074 06 03.18237(W)     ADJUSTED  
 KV4319* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4319  ___________________________________________________________________
 KV4319  LAPLACE CORR-           6.19  (seconds)                    DEFLEC99
 KV4319  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV4319
 KV4319  HORZ ORDER  -  THIRD
 KV4319
 KV4319.The horizontal coordinates were established by classical geodetic methods
 KV4319.and adjusted by the National Geodetic Survey in September 1999..
 KV4319
 KV4319.The orthometric height was scaled from a topographic map.
 KV4319
 KV4319.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4319
 KV4319.The geoid height was determined by GEOID03.
 KV4319
 KV4319;                    North         East     Units Scale Factor Converg.
 KV4319;SPC NJ       -   209,303.436   183,719.113   MT  0.99991399   +0 15 37.3
 KV4319;SPC NJ       -   686,689.69    602,751.79   sFT  0.99991399   +0 15 37.3
 KV4319;SPC NY L     -    61,220.720   291,476.048   MT  0.99999755   -0 03 57.6
 KV4319;SPC NY L     -   200,854.98    956,284.33   sFT  0.99999755   -0 03 57.6
 KV4319;UTM  18      - 4,507,834.421   575,938.947   MT  0.99967098   +0 35 11.6
 KV4319
 KV4319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4319!SPC NJ       -   1.00000462  x   0.99991399  =   0.99991861
 KV4319!SPC NY L     -   1.00000462  x   0.99999755  =   1.00000217
 KV4319!UTM  18      -   1.00000462  x   0.99967098  =   0.99967560
 KV4319
 KV4319:                Primary Azimuth Mark                     Grid Az
 KV4319:SPC NJ       -  KEARNY PRR MEADOW SHOPS CHIM             002 05 10.3
 KV4319:SPC NY L     -  KEARNY PRR MEADOW SHOPS CHIM             002 24 45.2
 KV4319:UTM  18      -  KEARNY PRR MEADOW SHOPS CHIM             001 45 36.0
 KV4319
 KV4319|---------------------------------------------------------------------|
 KV4319| PID    Reference Object                     Distance      Geod. Az  |
 KV4319|                                                           dddmmss.s |
 KV4319| KV4286 KEARNY PRR MEADOW SHOPS CHIM        APPROX. 2.9 KM 0022047.6 |
 KV4319| KV4268 PUBLIC SERVICE LONE CHIMNEY         APPROX. 3.3 KM 0392020.3 |
 KV4319| KV4318 CRUCIBLE STEEL CO CHIMNEY           APPROX. 0.6 KM 0931225.7 |
 KV4319| KV4312 JERSEY CITY W SIDE AVE ME CH        APPROX. 1.2 KM 1003252.3 |
 KV4319| CB5698 BERGEN RM 1                          11.110 METERS 10638     |
 KV4319| KV4306 MUTUAL CHEMICAL CO STACK            APPROX. 0.7 KM 1544542.7 |
 KV4319| KV4291 JERSEY CITY GERMAN LUTH CH          APPROX. 1.9 KM 1584942.8 |
 KV4319| KV4303 C 2                                 APPROX. 0.9 KM 2203751.9 |
 KV4319| KV4770 NEWARK MEADOW BALL BLUE CHIM        APPROX. 3.6 KM 2702845.0 |
 KV4319| KV4324 BUTTERWORTH JUDSON CHEM CHIM        APPROX. 1.9 KM 2835124.1 |
 KV4319| CB5699 BERGEN RM 2                          11.963 METERS 28629     |
 KV4319| KV4274 LADEW CHIMNEY                       APPROX. 2.4 KM 3190537.8 |
 KV4319| KV4334 EASTERN NODULIZING CO CHIMNEY       APPROX. 0.9 KM 3515717.8 |
 KV4319|---------------------------------------------------------------------|
 KV4319
 KV4319                          SUPERSEDED SURVEY CONTROL
 KV4319
 KV4319  NAD 83(1996)-  40 43 04.55872(N)    074 06 03.18250(W) AD(       ) 3
 KV4319  NAD 83(1996)-  40 43 04.55719(N)    074 06 03.18440(W) AD(       ) 3
 KV4319  NAD 83(1992)-  40 43 04.55678(N)    074 06 03.18493(W) AD(       ) 3
 KV4319  NAD 83(1986)-  40 43 04.55673(N)    074 06 03.18585(W) AD(       ) 3
 KV4319  NAD 27      -  40 43 04.18500(N)    074 06 04.67300(W) AD(       ) 3
 KV4319
 KV4319.Superseded values are not recommended for survey control.
 KV4319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4319.See file dsdata.txt to determine how the superseded data were derived.
 KV4319
 KV4319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7593907834(NAD 83)
 KV4319_MARKER: DS = TRIANGULATION STATION DISK
 KV4319_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4319_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4319
 KV4319  HISTORY     - Date     Condition        Report By
 KV4319  HISTORY     - 1913     MONUMENTED       CGS
 KV4319  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4319
 KV4319                          STATION DESCRIPTION
 KV4319
 KV4319'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4319'ON THE E SIDE OF HACKENSACK RIVER ON THE EMBANKMENT BUILT FOR
 KV4319'THE SUPPORT OF THE EASTERN END OF THE NEW JERSEY CENTRAL
 KV4319'RAILROAD BRIDGE, ABOUT 1/2 MILE ABOVE DROYERS POINT.  THE
 KV4319'STATION IS ABOUT 6 METERS FROM THE NORTHERN SIDE OF THE
 KV4319'EMBANKMENT, 5 METERS FROM ITS SOUTHERN SIDE, AND 40 METERS E OF
 KV4319'THE FIRST PIER IN THE RIVER.
 KV4319'
 KV4319'THE STATION IS MARKED BY A U.S.C. AND G.S. STANDARD BRASS DISK
 KV4319'SET IN THE TOP OF A PIECE OF 5-INCH TILE PIPE FILLED WITH
 KV4319'CONCRETE AND SUNK TO SURFACE LEVEL.
 KV4319'
 KV4319'THE SUBSURFACE MARK IS THE NECK OF A BURIED BOTTLE SET IN CONCRETE.
 KV4319'
 KV4319'TWO REFERENCE MARKS, EACH A COPPER NAIL IN THE TOP OF A
 KV4319'CYLINDER OF CONCRETE CONTAINED IN A PIECE OF 3-INCH TILE PIPE,
 KV4319'ARE PLACED RESPECTIVELY 39.25 FEET S 63 DEG E AND 36.45 FEET N
 KV4319'65 DEG W FROM THE STATION.
 KV4319
 KV4319                          STATION RECOVERY (1931)
 KV4319
 KV4319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4319'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4336 ***********************************************************************
 KV4336  DESIGNATION -  BERGEN DUTCH REFORMED CH 1855
 KV4336  PID         -  KV4336
 KV4336  STATE/COUNTY-  NJ/HUDSON
 KV4336  USGS QUAD   -  JERSEY CITY (1981)
 KV4336
 KV4336                         *CURRENT SURVEY CONTROL
 KV4336  ___________________________________________________________________
 KV4336* NAD 83(1996)-  40 43 37.11181(N)    074 04 02.98035(W)     ADJUSTED  
 KV4336* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 KV4336  ___________________________________________________________________
 KV4336  LAPLACE CORR-           5.84  (seconds)                    DEFLEC99
 KV4336  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KV4336
 KV4336  HORZ ORDER  -  SECOND
 KV4336
 KV4336.The horizontal coordinates were established by classical geodetic methods
 KV4336.and adjusted by the National Geodetic Survey in September 1999..
 KV4336
 KV4336.The orthometric height was scaled from a topographic map.
 KV4336
 KV4336.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4336
 KV4336.The geoid height was determined by GEOID03.
 KV4336
 KV4336;                    North         East     Units Scale Factor Converg.
 KV4336;SPC NJ       -   210,320.851   186,535.067   MT  0.99991642   +0 16 55.9
 KV4336;SPC NJ       -   690,027.66    611,990.47   sFT  0.99991642   +0 16 55.9
 KV4336;UTM  18      - 4,508,867.603   578,748.384   MT  0.99967633   +0 36 30.4
 KV4336
 KV4336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4336!SPC NJ       -   1.00000115  x   0.99991642  =   0.99991757
 KV4336!UTM  18      -   1.00000115  x   0.99967633  =   0.99967748
 KV4336
 KV4336:                Primary Azimuth Mark                     Grid Az
 KV4336:SPC NJ       -  JERSEY CITY LABOR BLDG AERO BN           039 15 26.7
 KV4336:UTM  18      -  JERSEY CITY LABOR BLDG AERO BN           038 55 52.2
 KV4336
 KV4336|---------------------------------------------------------------------|
 KV4336| PID    Reference Object                     Distance      Geod. Az  |
 KV4336|                                                           dddmmss.s |
 KV4336| KV4352 JERSEY CITY LABOR BLDG AERO BN      APPROX. 0.5 KM 0393222.6 |
 KV4336| KU3989 ST PATRICKS CATHEDRAL N SPIRE       APPROX. 8.5 KM 0651353.3 |
 KV4336| KU3598 MADISON SQUARE GARDEN               APPROX. 7.1 KM 0754355.6 |
 KV4336| KV4410 STATUE OF LIBERTY                   APPROX. 4.6 KM 1551154.1 |
 KV4336| KV4357 CONSTABLE HOOK CHIMNEY              APPROX. 8.7 KM 1945743.8 |
 KV4336| KV4313 JERSEY CITY SPIRE WEATHER VANE      APPROX. 1.3 KM 1991844.7 |
 KV4336| KV4329 STONE CHURCH SPIRE                  APPROX. 1.0 KM 2523415.2 |
 KV4336| KV4264 S KEARNY ELEC POWER S STACK         APPROX. 2.7 KM 2935032.8 |
 KV4336| KV4256 S KEARNY ELEC POWER MID STACK       APPROX. 2.7 KM 2942700.8 |
 KV4336| KV4255 S KEARNY ELEC POWER N STACK         APPROX. 2.7 KM 2950350.3 |
 KV4336| KV4279 KEARNY KOPPERS PLANT NW CHIM        APPROX. 2.3 KM 3305931.4 |
 KV4336| KV4262 JERSEY CITY GAS W END GAS TANK      APPROX. 1.5 KM 3385417.2 |
 KV4336|---------------------------------------------------------------------|
 KV4336
 KV4336                          SUPERSEDED SURVEY CONTROL
 KV4336
 KV4336  NAD 83(1996)-  40 43 37.11176(N)    074 04 02.98041(W) AD(       ) 2
 KV4336  NAD 83(1996)-  40 43 37.11105(N)    074 04 02.98165(W) AD(       ) 2
 KV4336  NAD 83(1992)-  40 43 37.11026(N)    074 04 02.98237(W) AD(       ) 2
 KV4336  NAD 83(1986)-  40 43 37.11167(N)    074 04 02.98253(W) AD(       ) 2
 KV4336  NAD 27      -  40 43 36.74400(N)    074 04 04.47200(W) AD(       ) 2
 KV4336
 KV4336.Superseded values are not recommended for survey control.
 KV4336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4336.See file dsdata.txt to determine how the superseded data were derived.
 KV4336
 KV4336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7874808868(NAD 83)
 KV4336_MARKER: S = SPIKE
 KV4336_SETTING: 0 = UNSPECIFIED SETTING
 KV4336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4336
 KV4336  HISTORY     - Date     Condition        Report By
 KV4336  HISTORY     - 1855     MONUMENTED       CGS
 KV4336  HISTORY     - 1903     GOOD             CGS
 KV4336  HISTORY     - 1913     GOOD             CGS
 KV4336  HISTORY     - 1930     SEE DESCRIPTION  CGS
 KV4336  HISTORY     - 1931     GOOD             CGS
 KV4336  HISTORY     - 1971     GOOD             LOCENG
 KV4336
 KV4336                          STATION DESCRIPTION
 KV4336
 KV4336'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (ATM)
 KV4336'THIS TOWER IS OF WOOD, SQUARE IN PLAN WITH A TIN ROOF,
 KV4336'SURMOUNTED BY A WOODEN ORNAMENTAL RAILING 3 FEET HIGH, AND
 KV4336'IS SITUATED ON THE SW CORNER OF BERGEN AND HIGHLAND AVENUES,
 KV4336'JERSEY CITY.
 KV4336'
 KV4336'THE STATION IS MARKED WITH AN IRON SPIKE 1/2 INCH DIAMETER
 KV4336'AND 6 INCHES LONG, DRIVEN IN CENTER OF ROOF.
 KV4336
 KV4336                          STATION RECOVERY (1913)
 KV4336
 KV4336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4336'THE CENTER OF THE NEARLY FLAT ROOF OF THE SQUARE TOWER OF THE
 KV4336'ABOVE-NAMED OLD CHURCH ON THE SW CORNER OF BERGEN AND HIGHLAND
 KV4336'AVENUES, JERSEY CITY.
 KV4336'
 KV4336'THE STATION IS MARKED BY A LONG SPIKE 1/2 INCH IN DIAMETER,
 KV4336'DRIVEN INTO THE ROOF.
 KV4336
 KV4336                          STATION RECOVERY (1930)
 KV4336
 KV4336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4336'RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH THE FOLLOWING
 KV4336'EXCEPTIONS--
 KV4336'
 KV4336'THE SKETCH AND TEXT ARE INCORRECT IN THAT ALL MEASUREMENTS
 KV4336'GIVEN WERE ACTUALLY TAPED FLAT WITH THE GENTLY SLOPING, PEAKED
 KV4336'ROOF (THE RAILING PREVENTING HORIZONTAL MEASUREMENT) TO ITS
 KV4336'EXTREME CORNERS.
 KV4336'
 KV4336'THE TIN WAS CUT AWAY AT THE ROOF PEAK AND THE SPIKE
 KV4336'RECOVERED.  THIS WAS REMOVED AND A STANDARD DISK STAMPED BERGEN
 KV4336'CHURCH NO. 2 CEMENTED IN ITS STEAD, FLUSH WITH THE ROOF ON TOP
 KV4336'THE TIN SHEATHING.
 KV4336'
 KV4336'THE NEW REFERENCE MEASUREMENTS (TAPED WITH THE ROOF SLOPE)
 KV4336'FOLLOW--
 KV4336'
 KV4336'NE CORNER OF ROOF 4.020 METERS SW CORNER OF ROOF 4.015 METERS.
 KV4336'
 KV4336'NW CORNER OF ROOF 4.017 METERS NE CORNER OF TRAP COPING
 KV4336'1.377 METERS.
 KV4336'
 KV4336'SE CORNER OF ROOF 4.007 METERS SE CORNER TRAP COPING 1.325
 KV4336'METERS.
 KV4336'
 KV4336'AN UNMARKED ECCENTRIC SET-UP (ON THE TOWER ROOF) WAS USED IN
 KV4336'ORDER TO CLEAR NECESSARY LINES.  THE TOWER BEING EXTREMELY
 KV4336'SHAKY NECESSITATED AN OBSERVING PLATFORM SUPPORTED FROM RAIL TO
 KV4336'RAIL, WITH NO MOVEMENT ELSEWHERE ON THE ROOF.  THERE IS AMPLE
 KV4336'ROOM, BUT POOR FOOTING, FOR NORMAL SET-UPS (CENTRAL OR
 KV4336'ECCENTRIC).
 KV4336
 KV4336                          STATION RECOVERY (1931)
 KV4336
 KV4336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4336'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV4336'
 KV4336'LEAD-BLOCK FOOTINGS ARE RECOMMENDED TO PROHIBIT LEG-SLIP.
 KV4336
 KV4336                          STATION RECOVERY (1971)
 KV4336
 KV4336'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 KV4336'RECOVERED BY FREDERICK R.
 KV4336'
 KV4336'FOUND AS DESCRIBED IN GOOD CONDITION.  SOME DIFFICULTY IN
 KV4336'GETTING TO POINT WITH EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4710 ***********************************************************************
 KV4710  DESIGNATION -  BERGEN POINT TEXAS OIL CHIMNEY
 KV4710  PID         -  KV4710
 KV4710  STATE/COUNTY-  NJ/HUDSON
 KV4710  USGS QUAD   -  ELIZABETH (1995)
 KV4710
 KV4710                         *CURRENT SURVEY CONTROL
 KV4710  ___________________________________________________________________
 KV4710* NAD 83(1996)-  40 38 52.55310(N)    074 08 39.34810(W)     ADJUSTED  
 KV4710* NAVD 88     -                                                        
 KV4710  ___________________________________________________________________
 KV4710  LAPLACE CORR-           5.36  (seconds)                    DEFLEC99
 KV4710  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KV4710
 KV4710  HORZ ORDER  -  THIRD
 KV4710
 KV4710.The horizontal coordinates were established by classical geodetic methods
 KV4710.and adjusted by the National Geodetic Survey in September 1999..
 KV4710
 KV4710
 KV4710.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4710
 KV4710.The geoid height was determined by GEOID03.
 KV4710
 KV4710;                    North         East     Units Scale Factor Converg.
 KV4710;SPC NJ       -   201,514.920   180,085.681   MT  0.99991114   +0 13 54.2
 KV4710;SPC NJ       -   661,136.87    590,831.11   sFT  0.99991114   +0 13 54.2
 KV4710;SPC NY L     -    53,452.344   287,798.012   MT  1.00000109   -0 05 39.7
 KV4710;SPC NY L     -   175,368.23    944,217.31   sFT  1.00000109   -0 05 39.7
 KV4710;UTM  18      - 4,500,027.273   572,350.762   MT  0.99966443   +0 33 26.9
 KV4710
 KV4710                          SUPERSEDED SURVEY CONTROL
 KV4710
 KV4710  NAD 83(1996)-  40 38 52.55309(N)    074 08 39.34812(W) AD(       ) 4
 KV4710  NAD 83(1986)-  40 38 52.55198(N)    074 08 39.34780(W) AD(       ) 4
 KV4710  NAD 27      -  40 38 52.17800(N)    074 08 40.83400(W) AD(       ) 3
 KV4710
 KV4710.Superseded values are not recommended for survey control.
 KV4710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4710.See file dsdata.txt to determine how the superseded data were derived.
 KV4710
 KV4710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7235100027(NAD 83)
 KV4710_MARKER: 85 = CHIMNEY
 KV4710
 KV4710  HISTORY     - Date     Condition        Report By
 KV4710  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4710  HISTORY     - 1931     GOOD             CGS
 KV4710  HISTORY     - 1932     GOOD             CGS
 KV4710  HISTORY     - 19940901 MARK NOT FOUND   USPSQD
 KV4710
 KV4710                          STATION DESCRIPTION
 KV4710
 KV4710'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4710'STATION RECOVERED IN GOOD CONDITION, NO DESCRIPTION AVAILABLE.
 KV4710'
 KV4710'THE FAIRLY PROMINENT CHIMNEY ON THE E SHORE OF NEWARK BAY, ON THE
 KV4710'SW EXTREMITY OF BERGEN POINT, APPROXIMATELY 400 YARDS NW OF THE
 KV4710'BAYONNE BRIDGE, AT AVENUE A AND W 1ST STREET, IN THE PLANT OF THE
 KV4710'TEXAS OIL COMPANY, RISING AT THE E SIDE OF THE POWER HOUSE.  IT
 KV4710'IS AN ORDINARY TYPE, ROUND, RED BRICK CHIMNEY, HAVING THE TEXAS
 KV4710'CO. INLAID WITH BLACK BRICK ON ITS SIDE.
 KV4710'
 KV4710'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 150 FEET ABOVE
 KV4710'GROUND.
 KV4710
 KV4710                          STATION RECOVERY (1932)
 KV4710
 KV4710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4710'STATION RECOVERED IN GOOD CONDITION.
 KV4710'
 KV4710'THIS STATION IS ON THE SOUTHERN END OF THE BAYONNE PENINSULA,
 KV4710'IN THE CITY OF BAYONNE, ON THE PROPERTY OF THE TEXAS OIL COMPANY,
 KV4710'SITUATED ON THE S SIDE OF FIRST STREET AT THE FOOT OF AVENUE A.  IT
 KV4710'IS THE YELLOW BRICK CHIMNEY RISING FROM THE GROUND JUST E OF THE
 KV4710'FLAT-ROOFED CONCRETE BUILDING KNOWN AS POWER HOUSE NO.8.  THE
 KV4710'STATION IS THE CHIMENYS TOP CENTER, APPROXIMATELY 150 FEET ABOVE
 KV4710'GROUND.  NO REFERENCE MEASUREMENTS WERE TAKEN.
 KV4710
 KV4710                          STATION RECOVERY (1994)
 KV4710
 KV4710'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4665 ***********************************************************************
 KV4665  DESIGNATION -  BERGEN PT LH 1903
 KV4665  PID         -  KV4665
 KV4665  STATE/COUNTY-  NJ/HUDSON
 KV4665  USGS QUAD   -  ELIZABETH (1995)
 KV4665
 KV4665                         *CURRENT SURVEY CONTROL
 KV4665  ___________________________________________________________________
 KV4665* NAD 83(1996)-  40 38 34.63430(N)    074 08 53.01830(W)     ADJUSTED  
 KV4665* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV4665  ___________________________________________________________________
 KV4665  LAPLACE CORR-           5.36  (seconds)                    DEFLEC99
 KV4665  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV4665
 KV4665  HORZ ORDER  -  SECOND
 KV4665
 KV4665.The horizontal coordinates were established by classical geodetic methods
 KV4665.and adjusted by the National Geodetic Survey in September 1999..
 KV4665
 KV4665.The orthometric height was scaled from a topographic map.
 KV4665
 KV4665.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4665
 KV4665.The geoid height was determined by GEOID03.
 KV4665
 KV4665;                    North         East     Units Scale Factor Converg.
 KV4665;SPC NJ       -   200,960.951   179,766.745   MT  0.99991090   +0 13 45.2
 KV4665;SPC NJ       -   659,319.39    589,784.73   sFT  0.99991090   +0 13 45.2
 KV4665;SPC NY L     -    52,900.149   287,475.900   MT  1.00000140   -0 05 48.6
 KV4665;SPC NY L     -   173,556.57    943,160.52   sFT  1.00000140   -0 05 48.6
 KV4665;UTM  18      - 4,499,471.637   572,035.058   MT  0.99966387   +0 33 17.7
 KV4665
 KV4665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4665!SPC NJ       -   1.00000511  x   0.99991090  =   0.99991601
 KV4665!SPC NY L     -   1.00000511  x   1.00000140  =   1.00000651
 KV4665!UTM  18      -   1.00000511  x   0.99966387  =   0.99966898
 KV4665
 KV4665:                Primary Azimuth Mark                     Grid Az
 KV4665:SPC NJ       -  BERGEN POINT TEXAS OIL CHIMNEY           029 55 49.1
 KV4665:SPC NY L     -  BERGEN POINT TEXAS OIL CHIMNEY           030 15 22.9
 KV4665:UTM  18      -  BERGEN POINT TEXAS OIL CHIMNEY           029 36 16.6
 KV4665
 KV4665|---------------------------------------------------------------------|
 KV4665| PID    Reference Object                     Distance      Geod. Az  |
 KV4665|                                                           dddmmss.s |
 KV4665| KV4710 BERGEN POINT TEXAS OIL CHIMNEY      APPROX. 0.6 KM 0300934.3 |
 KV4665| KV4716 NEWARK BAY PALE CHIMNEY             APPROX. 1.1 KM 0331215.1 |
 KV4665| KV4662 BAYONNE GENERAL CABLE CHIMNEY       APPROX. 0.6 KM 0574045.4 |
 KV4665| KV4664 BAYONNE GENERAL CABLE TANK          APPROX. 0.5 KM 0582909.7 |
 KV4665| KV4671 BAYONNE ST ANDREW CH W STEEPLE      APPROX. 1.8 KM 0645802.0 |
 KV4665| KV4670 BAYONNE ST ANDREW CH E STEEPLE      APPROX. 1.8 KM 0650907.8 |
 KV4665| KV4245 BAYONNE BABCOCK WILCOX W TANK       APPROX. 2.2 KM 0730441.6 |
 KV4665| KV4247 BAYONNE BABCOCK WILCOX E TANK       APPROX. 2.3 KM 0741628.6 |
 KV4665| KV4248 BAYONNE BABCOCK WILCOX CHIM 1       APPROX. 2.3 KM 0750412.8 |
 KV4665| KV4421 LIVINGSTON ASSOC G E E CHIM         APPROX. 3.3 KM 0852242.3 |
 KV4665| KV4420 LIVINGSTON ASSOC G E W CHIM         APPROX. 3.3 KM 0852728.4 |
 KV4665| KV4419 LIVINGSTON ASSOC G E STKY CHIM      APPROX. 3.2 KM 0853222.6 |
 KV4665| KV4424 SNUG HARBOR SAILORS HOME TANK       APPROX. 3.7 KM 0920259.4 |
 KV4665| KV4804 MILL                                499.921 METERS 1834237.5 |
 KV4665| KV4807 SUMMERFIELD CHURCH 2 1908           APPROX. 1.4 KM 2272054.5 |
 KV4665| KV4808 MARINERS HBR VANDAM WHSE CHIM       APPROX. 1.1 KM 2374638.1 |
 KV4665| KV4701 LINDEN STAND OIL ACID PLT CHIM      APPROX. 5.4 KM 2494757.1 |
 KV4665| KV4792 DOWNEY SHIPYARDS TANK               APPROX. 2.3 KM 2530927.1 |
 KV4665| KV4793 PORT IVORY PG SOAP WKS N CHIM       APPROX. 2.8 KM 2593512.0 |
 KV4665| KV4752 ELIZABETH HITCHINGS CO CHIMNEY      APPROX. 5.4 KM 3102000.0 |
 KV4665| KV4748 ELIZABETH H V WALKER TALL TANK      APPROX. 5.1 KM 3123554.5 |
 KV4665| KV4768 ELIZABETH INLAND TALL CHIMNEY       APPROX. 6.6 KM 3135347.7 |
 KV4665| KV4766 ELIZABETH PJ SCHWEITZER CHIM        APPROX. 6.8 KM 3165146.5 |
 KV4665| KV4761 NEWARK UNITED COLOR CHIM            APPROX. 6.7 KM 3215604.1 |
 KV4665|---------------------------------------------------------------------|
 KV4665
 KV4665                          SUPERSEDED SURVEY CONTROL
 KV4665
 KV4665  NAD 83(1996)-  40 38 34.63430(N)    074 08 53.01831(W) AD(       ) 2
 KV4665  NAD 83(1986)-  40 38 34.63329(N)    074 08 53.01771(W) AD(       ) 2
 KV4665  NAD 27      -  40 38 34.26100(N)    074 08 54.50200(W) AD(       ) 2
 KV4665
 KV4665.Superseded values are not recommended for survey control.
 KV4665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4665.See file dsdata.txt to determine how the superseded data were derived.
 KV4665
 KV4665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7203599472(NAD 83)
 KV4665_MARKER: 13 = LIGHTHOUSE
 KV4665
 KV4665  HISTORY     - Date     Condition        Report By
 KV4665  HISTORY     - 1903     FIRST OBSERVED   CGS
 KV4665  HISTORY     - 1913     GOOD             CGS
 KV4665  HISTORY     - 1931     GOOD             CGS
 KV4665  HISTORY     - 1934     GOOD             CGS
 KV4665  HISTORY     - 19940901 MARK NOT FOUND   USPSQD
 KV4665
 KV4665                          STATION DESCRIPTION
 KV4665
 KV4665'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (ATM)
 KV4665'THIS STATION IS THE VANE ROD ON BERGEN POINT LIGHTHOUSE, SITUATED
 KV4665'IN MARINERS HARBOR, BOROUGH OF RICHMOND, NEW YORK CITY, N.Y.
 KV4665'
 KV4665'THE ECCENTRIC STATION WAS ESTABLISHED ON THE SQUARE IRON
 KV4665'PLATFORM SURROUNDING THE LANTERN.  IT WAS MEASURED FROM VANE ROD
 KV4665'TO ECCENTRIC.
 KV4665'
 KV4665'REACHED BY ELIZABETHPORT TROLLEY TO MARINERS HARBOR.  THENCE BY
 KV4665'BOAT TO STATION.
 KV4665
 KV4665                          STATION RECOVERY (1913)
 KV4665
 KV4665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1913
 KV4665'ON A REEF IN ENTRANCE TO NEWARK BAY FROM KILL VAN KULL.  IT IS
 KV4665'ABOUT 1/4 MILE SW OF BERGEN POINT AND IS A GRAY GRANITE TOWER IN
 KV4665'THE SE ANGLE OF A WHITE WOODEN DWELLING.  THE LANTERN IS 46 FEET
 KV4665'ABOVE HIGH WATER.  THE ECCENTRIC POINT OCCUPIED IN 1913 IS MARKED
 KV4665'BY A CROSS CUT IN THE IRON PLATFORM NEAR ITS S CORNER, AND IS
 KV4665'7.07 FEET FROM THE CENTER.
 KV4665
 KV4665                          STATION RECOVERY (1931)
 KV4665
 KV4665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4665'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.  A COMPLETE
 KV4665'DESCRIPTION FOLLOWS--
 KV4665'
 KV4665'THE LIGHTHOUSE IS LOCATED MIDWAY OF SHOOTERS ISLAND AND THE SW
 KV4665'TIP OF THE BAYONNE PENINSULA.  THE SQUARE, STONE TOWER
 KV4665'(ECCENTRICALLY PLACED), AND THE KEEPERS LARGER WOODEN HOUSE
 KV4665'OCCUPY A CIRCULAR CONCRETE BASE, FROM WHICH A ROCK-FILL AND SMALL
 KV4665'DOCK PROJECTS TO THE WESTWARD.  THE STONE TOWER, CAPPED BY A
 KV4665'SQUARE BLACK, IRON PLATFORM (4.16 BY 4.16 METERS), IS SURMOUNTED
 KV4665'BY THE USUAL BLACK, IRON AND GLASS CUPOLA (10 SIDED).
 KV4665'
 KV4665'STATION IS MARKED BY VANE ROD RISING CENTRALLY FROM THE BALL-APEX
 KV4665'OF THE LIGHT-CUPOLAS CONICAL ROOF.  NO REFERENCE MARKS WERE PLACED.
 KV4665'
 KV4665'THERE IS SUFFICIENT ROOM AND GOOD FOOTING FOR ECCENTRIC TRIPOD
 KV4665'SET-UPS ON THE SQUARE IRON PLATFORM OUTSIDE THE CUPOLA.  AN
 KV4665'OBSERVERS PLATFORM IS NOT NECESSARY, BUT CARE SHOULD BE TAKEN TO
 KV4665'AVOID THE UNSTABLE OUTER RIM OF THE TOWER PLATFORM.
 KV4665
 KV4665                          STATION RECOVERY (1934)
 KV4665
 KV4665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4665'STATION RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 KV4665
 KV4665                          STATION RECOVERY (1994)
 KV4665
 KV4665'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4005 ***********************************************************************
 JU4005  CBN         -  This is a Cooperative Base Network Control Station.
 JU4005  DESIGNATION -  BERLIN 1
 JU4005  PID         -  JU4005
 JU4005  STATE/COUNTY-  NJ/CAMDEN
 JU4005  USGS QUAD   -  CLEMENTON (1981)
 JU4005
 JU4005                         *CURRENT SURVEY CONTROL
 JU4005  ___________________________________________________________________
 JU4005* NAD 83(1996)-  39 46 51.79803(N)    074 56 41.97056(W)     ADJUSTED  
 JU4005* NAVD 88     -        42.247  (meters)     138.61   (feet)  ADJUSTED  
 JU4005  ___________________________________________________________________
 JU4005  X           -   1,274,914.059 (meters)                     COMP
 JU4005  Y           -  -4,739,836.979 (meters)                     COMP
 JU4005  Z           -   4,059,339.114 (meters)                     COMP
 JU4005  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 JU4005  ELLIP HEIGHT-           9.23  (meters)          (09/24/01) GPS OBS
 JU4005  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU4005  DYNAMIC HT  -          42.227 (meters)     138.54  (feet)  COMP
 JU4005  MODELED GRAV-     980,153.9   (mgal)                       NAVD 88
 JU4005
 JU4005  HORZ ORDER  -  B
 JU4005  VERT ORDER  -  FIRST     CLASS II
 JU4005  ELLP ORDER  -  FOURTH    CLASS I
 JU4005
 JU4005.This mark is at Camben County Airport (19N)
 JU4005
 JU4005.The horizontal coordinates were established by GPS observations
 JU4005.and adjusted by the National Geodetic Survey in August 1998..
 JU4005
 JU4005.The orthometric height was determined by differential leveling
 JU4005.and adjusted by the National Geodetic Survey in September 1996..
 JU4005
 JU4005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4005
 JU4005.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4005
 JU4005.The ellipsoidal height was determined by GPS observations
 JU4005.and is referenced to NAD 83.
 JU4005
 JU4005.The geoid height was determined by GEOID03.
 JU4005
 JU4005.The dynamic height is computed by dividing the NAVD 88
 JU4005.geopotential number by the normal gravity value computed on the
 JU4005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4005.degrees latitude (g = 980.6199 gals.).
 JU4005
 JU4005.The modeled gravity was interpolated from observed gravity values.
 JU4005
 JU4005;                    North         East     Units Scale Factor Converg.
 JU4005;SPC NJ       -   105,301.535   111,883.089   MT  0.99991788   -0 17 05.0
 JU4005;SPC NJ       -   345,476.79    367,069.77   sFT  0.99991788   -0 17 05.0
 JU4005;UTM  18      - 4,403,458.373   504,710.444   MT  0.99960027   +0 02 06.7
 JU4005
 JU4005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4005!SPC NJ       -   0.99999855  x   0.99991788  =   0.99991643
 JU4005!UTM  18      -   0.99999855  x   0.99960027  =   0.99959882
 JU4005
 JU4005:                Primary Azimuth Mark                     Grid Az
 JU4005:SPC NJ       -  BERLIN 2                                 218 20 27.9
 JU4005:UTM  18      -  BERLIN 2                                 218 01 16.2
 JU4005
 JU4005|---------------------------------------------------------------------|
 JU4005| PID    Reference Object                     Distance      Geod. Az  |
 JU4005|                                                           dddmmss.s |
 JU4005| JU4006 BERLIN 2                            APPROX. 0.9 KM 2180322.9 |
 JU4005|---------------------------------------------------------------------|
 JU4005
 JU4005                          SUPERSEDED SURVEY CONTROL
 JU4005
 JU4005  NAD 83(1992)-  39 46 51.79803(N)    074 56 41.97056(W) AD(       ) 1
 JU4005  ELLIP H (12/16/96)    9.21   (m)                       GP(       ) 2 1
 JU4005  NAD 83(1991)-  39 46 51.79251(N)    074 56 41.96989(W) AD(       ) 2
 JU4005  ELLIP H (01/27/92)    9.18   (m)                       GP(       ) 4 1
 JU4005  NAD 83(1986)-  39 46 51.78812(N)    074 56 41.96745(W) AD(       ) 2
 JU4005  NAD 27      -  39 46 51.38031(N)    074 56 43.38073(W) AD(       ) 2
 JU4005  NAVD 88 (12/16/96)   42.25   (m)          138.6    (f) LEVELING    3  
 JU4005  NGVD 29 (08/10/88)   42.5    (m)          139.     (f) GPS OBS        
 JU4005
 JU4005.Superseded values are not recommended for survey control.
 JU4005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4005.See file dsdata.txt to determine how the superseded data were derived.
 JU4005
 JU4005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0471003458(NAD 83)
 JU4005_MARKER: I = METAL ROD
 JU4005_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU4005_SP_SET: OBJECT DRIVEN INTO GROUND
 JU4005_STAMPING: BERLIN 1 1987
 JU4005_MARK LOGO: NGS   
 JU4005_PROJECTION: RECESSED 10 CENTIMETERS
 JU4005_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU4005+STABILITY: POSITION/ELEVATION WELL
 JU4005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4005+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 JU4005_ROD/PIPE-DEPTH: 6.70 meters
 JU4005_SLEEVE-DEPTH  : 0.9 meters
 JU4005
 JU4005  HISTORY     - Date     Condition        Report By
 JU4005  HISTORY     - 1987     MONUMENTED       NGS
 JU4005  HISTORY     - 19950313 GOOD             NJGS
 JU4005  HISTORY     - 19970110 GOOD             NJGS
 JU4005  HISTORY     - 19990614 GOOD             NJGS
 JU4005  HISTORY     - 20001003 GOOD             NJGS
 JU4005  HISTORY     - 20050411 GOOD             NJGS
 JU4005  HISTORY     - 20050418 MARK NOT FOUND   INDIV
 JU4005
 JU4005                          STATION DESCRIPTION
 JU4005
 JU4005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (UNK)
 JU4005'THE STATION IS LOCATED ABOUT 1.4 KM (0.9 MI)
 JU4005'EAST-NORTHEAST OF THE TOWN OF ALBION,
 JU4005'2.3 KM (1.4 MI) WEST-NORTHWEST OF TANSBORO, 2.4 KM (1.5 MI)
 JU4005'SOUTH-SOUTHWEST OF BERLIN, WITHIN THE BOUNDARY OF THE CAMDEN COUNTY
 JU4005'(BERLIN) AIRPORT.
 JU4005'OWNERSHIP--MR. KARL KLEINBERG, 30 WALLACE AVE., CLEMENTON, NEW
 JU4005'JERSEY 08021, PHONE NUMBER(609)767-1233.  MR. KLEINBERG IS ALSO THE
 JU4005'MANAGER. IT IS NECESSARY THAT MR. KLEINBERB BE NOTIFIED PRIOR TO
 JU4005'VISITING THE AREA.
 JU4005'TO REACH THE STATION FROM THE POST OFFICE IN BERLIN, CAMDEN COUNTY,
 JU4005'NEW JERSEY,  GO WEST FOR 0.16 KM (0.1 MI) ON HARKER DRIVE TO THE
 JU4005'INTERSECTION OF WHITE HORSE PIKE (ROUTE 30).
 JU4005'TURN RIGHT AND GO NORTH FOR 0.16 KM (0.1 MI) ON ROUTE 30 TO THE
 JU4005'INTERSECTION OF CROSS KEYS ROAD.
 JU4005'TURN LEFT AND GO SOUTHWEST FOR 1.93 KM (1.2 MI) ON CROSS KEYS ROAD
 JU4005'TO THE JUNCTION OF WATSONTOWN-NEW FREEDOM ROAD.
 JU4005'TURN LEFT AND GO SOUTH-SOUTHEAST FOR 0.56 KM (0.35 MI) ON
 JU4005'WATSONTOWN-NEW FREEDOM ROAD TO THE BERLIN AIRPORT ON THE RIGHT AND
 JU4005'THE STATION AS DESCRIBED.
 JU4005'
 JU4005'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JU4005'FLANGE WITH ACCESS COVER IS STAMPED---BERLIN 1 1987---, AND IS FLUSH
 JU4005'WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER STAINLESS
 JU4005'STEEL ROD DRIVEN TO REFUSAL AT THE DEPTH OF 6.7 METERS (22 FT) AND
 JU4005'IS RECESSED 10 CM BELOW THE GROUND.  LOCATED
 JU4005'10.9 METERS (36.0 FT) SOUTHEAST FROM THE CENTERLINE OF THE RUNWAY,
 JU4005'10.9 METERS (36.0 FT) SOUTHWEST FROM THE CENTERLINE OF THE TAXIWAY
 JU4005'LEADING TO THE RUNWAY,
 JU4005'0.6 METERS (2.0 FT) SOUTHEAST FROM A CARSONITE WITNESS POST.
 JU4005
 JU4005                          STATION RECOVERY (1995)
 JU4005
 JU4005'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU4005'THE STATION IS LOCATED IN WINSLOW TOWNSHIP IN CAMDEN COUNTY AT THE
 JU4005'BERLIN AIRPORT.  OWNERSHIP, MR.  KARL KLEINBERG, 30 WALLACE AVENUE,
 JU4005'CLEMENTON, NEW JERSEY 08021, PHONE 609 767 1233.  MR.  KLEINBERG IS
 JU4005'ALSO THE AIRPORT MANAGER.  TO REACH THE STATION FROM THE INTERSECTION
 JU4005'OF U.S.  ROUTE 30 AND CROSS KEYS ROAD, COUNTY ROAD 689, GO SOUTHWEST
 JU4005'ON CROSS KEYS ROAD FOR 1.20 MI (1.93 KM) TO THE JUNCTION OF WATSONTOWN
 JU4005'NEW FREEDOM ROAD, COUNTY ROAD 691.  TURN LEFT AND GO SOUTH SOUTHEAST
 JU4005'ON COUNTY ROAD 691 FOR 0.35 MI (0.56 KM) TO THE BERLIN AIRPORT AND THE
 JU4005'STATION ON THE RIGHT.  THE STATION IS A STANDARD NGS THREE DIMENSIONAL
 JU4005'MARK.  THE LOGO FLANGE WITH ACCESS COVER IS STAMPED BERLIN 1 1987 AND
 JU4005'IS SET FLUSH WITH THE GROUND.  THE STATION IS A NINE SIXTEENTHS INCH
 JU4005'DIAMETER STAINLESS STEEL ROD WITH GREASED SLEEVE DRIVEN TO REFUSAL TO
 JU4005'A DEPTH OF 6.7 M (22.0 FT) AND IS RECESSED 10 CM BELOW THE GROUND.
 JU4005'THE STATION IS 10.9 M (35.8 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 JU4005'RUNWAY, 10.9 M (35.8 FT) SOUTHWEST FROM THE CENTER OF THE TAXIWAY
 JU4005'LEADING TO THE RUNWAY AND 0.6 M (2.0 FT) SOUTHEAST FROM A CARSONITE
 JU4005'WITNESS POST.
 JU4005
 JU4005                          STATION RECOVERY (1997)
 JU4005
 JU4005'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (JVS)
 JU4005'RECOVERED AS DESCRIBED.
 JU4005
 JU4005                          STATION RECOVERY (1999)
 JU4005
 JU4005'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (JVS)
 JU4005'RECOVERED AS DESCRIBED.
 JU4005
 JU4005                          STATION RECOVERY (2000)
 JU4005
 JU4005'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (JVS)
 JU4005'RECOVERED AS DESCRIBED.
 JU4005'
 JU4005
 JU4005                          STATION RECOVERY (2005)
 JU4005
 JU4005'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 JU4005'RECOVERED AS DESCRIBED.   THERE IS A USER FEE ASSOCIATED WITH USING
 JU4005'THIS STATION.  A NEW  CBN STATION 4  E 2 IS BEING ESTABLISH NEAR THE
 JU4005'JUNCTION OF U.S. ROUTE 30 AND NJ STATE ROUTE  73 TO USE INSTEAD OF
 JU4005'THIS STATION.
 JU4005
 JU4005                          STATION RECOVERY (2005)
 JU4005
 JU4005'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KB)
 JU4005'COULD NOT USE MARK ON 04-18-05.  THE AIRPORT MANAGER DEMANDED A 100.00
 JU4005'FEE TO USE THE MARK.  HE STATED THAT BECAUSE HE IS RESPONSIBLE FOR THE
 JU4005'MARK, AND THUS THE COST OF THE MARK (60,000.00 HE SAID) HE HAS TO
 JU4005'SUPERVISE ANYONE USING THE STATION AND AS SUCH NEEDS TO BE PAID FOR
 JU4005'THE SUPERVISION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4006 ***********************************************************************
 JU4006  DESIGNATION -  BERLIN 2
 JU4006  PID         -  JU4006
 JU4006  STATE/COUNTY-  NJ/CAMDEN
 JU4006  USGS QUAD   -  CLEMENTON (1981)
 JU4006
 JU4006                         *CURRENT SURVEY CONTROL
 JU4006  ___________________________________________________________________
 JU4006* NAD 83(1996)-  39 46 29.84733(N)    074 57 04.24065(W)     ADJUSTED  
 JU4006* NAVD 88     -        45.194  (meters)     148.27   (feet)  ADJUSTED  
 JU4006  ___________________________________________________________________
 JU4006  X           -   1,274,515.348 (meters)                     COMP
 JU4006  Y           -  -4,740,395.075 (meters)                     COMP
 JU4006  Z           -   4,058,820.695 (meters)                     COMP
 JU4006  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 JU4006  ELLIP HEIGHT-          12.16  (meters)          (09/25/02) GPS OBS
 JU4006  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU4006  DYNAMIC HT  -          45.172 (meters)     148.20  (feet)  COMP
 JU4006  MODELED GRAV-     980,152.2   (mgal)                       NAVD 88
 JU4006
 JU4006  HORZ ORDER  -  FIRST
 JU4006  VERT ORDER  -  FIRST     CLASS II
 JU4006  ELLP ORDER  -  FOURTH    CLASS I
 JU4006
 JU4006.This mark is at Camben County Airport (19N)
 JU4006
 JU4006.The horizontal coordinates were established by GPS observations
 JU4006.and adjusted by the National Geodetic Survey in May 1999..
 JU4006
 JU4006.The orthometric height was determined by differential leveling
 JU4006.and adjusted by the National Geodetic Survey in September 1996..
 JU4006
 JU4006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4006
 JU4006.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4006
 JU4006.The ellipsoidal height was determined by GPS observations
 JU4006.and is referenced to NAD 83.
 JU4006
 JU4006.The geoid height was determined by GEOID03.
 JU4006
 JU4006.The dynamic height is computed by dividing the NAVD 88
 JU4006.geopotential number by the normal gravity value computed on the
 JU4006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4006.degrees latitude (g = 980.6199 gals.).
 JU4006
 JU4006.The modeled gravity was interpolated from observed gravity values.
 JU4006
 JU4006;                    North         East     Units Scale Factor Converg.
 JU4006;SPC NJ       -   104,627.252   111,349.787   MT  0.99991839   -0 17 19.2
 JU4006;SPC NJ       -   343,264.58    365,320.09   sFT  0.99991839   -0 17 19.2
 JU4006;UTM  18      - 4,402,781.338   504,181.083   MT  0.99960022   +0 01 52.4
 JU4006
 JU4006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4006!SPC NJ       -   0.99999809  x   0.99991839  =   0.99991648
 JU4006!UTM  18      -   0.99999809  x   0.99960022  =   0.99959831
 JU4006
 JU4006:                Primary Azimuth Mark                     Grid Az
 JU4006:SPC NJ       -  BERLIN 1                                 038 20 27.8
 JU4006:UTM  18      -  BERLIN 1                                 038 01 16.2
 JU4006
 JU4006|---------------------------------------------------------------------|
 JU4006| PID    Reference Object                     Distance      Geod. Az  |
 JU4006|                                                           dddmmss.s |
 JU4006| JU4005 BERLIN 1                            APPROX. 0.9 KM 0380308.6 |
 JU4006|---------------------------------------------------------------------|
 JU4006
 JU4006                          SUPERSEDED SURVEY CONTROL
 JU4006
 JU4006  NAD 83(1992)-  39 46 29.84687(N)    074 57 04.24056(W) AD(       ) 1
 JU4006  ELLIP H (12/16/96)   12.13   (m)                       GP(       ) 2 1
 JU4006  NAD 83(1991)-  39 46 29.84081(N)    074 57 04.23975(W) AD(       ) 2
 JU4006  ELLIP H (01/27/92)   12.12   (m)                       GP(       ) 4 1
 JU4006  NAD 83(1986)-  39 46 29.83732(N)    074 57 04.23759(W) AD(       ) 2
 JU4006  NAD 27      -  39 46 29.42952(N)    074 57 05.64998(W) AD(       ) 2
 JU4006  NAVD 88 (12/16/96)   45.19   (m)          148.3    (f) LEVELING    3  
 JU4006  NGVD 29 (08/10/88)   45.5    (m)          149.     (f) GPS OBS        
 JU4006
 JU4006.Superseded values are not recommended for survey control.
 JU4006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4006.See file dsdata.txt to determine how the superseded data were derived.
 JU4006
 JU4006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0418102781(NAD 83)
 JU4006_MARKER: I = METAL ROD
 JU4006_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU4006_SP_SET: OBJECT DRIVEN INTO GROUND
 JU4006_STAMPING: BERLIN 2 1987
 JU4006_MARK LOGO: NGS   
 JU4006_MAGNETIC: I = MARKER IS A STEEL ROD
 JU4006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU4006+STABILITY: POSITION/ELEVATION WELL
 JU4006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4006+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1999
 JU4006
 JU4006  HISTORY     - Date     Condition        Report By
 JU4006  HISTORY     - 1987     MONUMENTED       AEROS
 JU4006  HISTORY     - 19950313 GOOD             NJGS
 JU4006  HISTORY     - 19990713 GOOD             NJGS
 JU4006
 JU4006                          STATION DESCRIPTION
 JU4006
 JU4006'DESCRIBED BY AERO SERVICE CORPORATION 1987 (UNK)
 JU4006'THE STATION IS LOCATED ABOUT 1.4 KM (0.9 MI)
 JU4006'EAST-NORTHEAST OF THE TOWN OF ALBION,
 JU4006'2.3 KM (1.4 MI) WEST-NORTHWEST OF TANSBORO, 2.4 KM (1.5 MI)
 JU4006'SOUTH-SOUTHWEST OF BERLIN, WITHIN THE BOUNDARY OF THE CAMDEN COUNTY
 JU4006'(BERLIN) AIRPORT.
 JU4006'OWNERSHIP--MR. KARL KLEINBERG, 30 WALLACE AVE., CLEMENTON, NEW
 JU4006'JERSEY 08021, PHONE NUMBER (609)767-1233.  MR. KLEINBERG IS ALSO
 JU4006'THE MANAGER. IT IS NECESSARY THAT MR. KLEINBERB BE NOTIFIED PRIOR
 JU4006'TO VISITING THE AREA.
 JU4006'TO REACH THE STATION FROM THE POST OFFICE IN BERLIN, CAMDEN COUNTY,
 JU4006'NEW JERSEY, GO WEST FOR 0.16 KM (0.1 MI) ON HARKER DRIVE TO THE
 JU4006'INTERSECTION OF WHITE HORSE PIKE (ROUTE 30).
 JU4006'TURN RIGHT AND GO NORTH FOR 0.16 KM (0.1 MI) ON ROUTE 30 TO THE
 JU4006'INTERSECTION OF CROSS KEYS ROAD.
 JU4006'TURN LEFT AND GO SOUTHWEST FOR 1.93 KM (1.2 MI) ON CROSS KEYS ROAD
 JU4006'TO THE JUNCTION OF WATSONTOWN-NEW FREEDON ROAD.
 JU4006'TURN LEFT AND GO SOUTH-SOUTHEAST FOR 0.56 KM (0.35 MI) ON
 JU4006'WATSONTOWN-NEW FREEDOM ROAD TO THE BERLIN AIRPORT ON THE RIGHT AND
 JU4006'THE STATION AS DESCRIBED.
 JU4006'
 JU4006'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JU4006'FLANGE WITH ACCESS COVER IS STAMPED---BERLIN 2 1987---, AND IS FLUSH
 JU4006'WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER STAINLESS
 JU4006'STEEL ROD DRIVEN TO REFUSAL AT THE DEPTH OF 29.2 METERS (96 FT), AND
 JU4006'IS RECESSED 10 CM BELOW THE GROUND.  LOCATED
 JU4006'10.0 METERS (33 FT) SOUTHEAST FROM THE EXTENDED CENTERLINE OF THE
 JU4006'RUNWAY,
 JU4006'17.3 METERS (57 FT) NORTHWEST FROM THE NORTHWEST GATE POST,
 JU4006'1.4 METERS (4.8 FT) NORTHEAST FROM A BOUNDARY FENCE,
 JU4006'1.3 METERS (4.3 FT) NORTHEAST FROM A CARSONITE WITNESS POST.
 JU4006
 JU4006                          STATION RECOVERY (1995)
 JU4006
 JU4006'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU4006'THE STATION IS LOCATED IN WINSLOW TOWNSHIP IN CAMDEN COUNTY AT THE
 JU4006'BERLIN AIRPORT.  OWNERSHIP, MR.  KARL KLEINBERG, 30 WALLACE AVENUE,
 JU4006'CLEMENTON, NEW JERSEY 08021, PHONE 609 767 1233.  MR.  KLEINBERG IS
 JU4006'ALSO THE AIRPORT MANAGER.  TO REACH THE STATION FROM THE INTERSECTION
 JU4006'OF U.S.  ROUTE 30 AND CROSS KEYS ROAD, COUNTY ROAD 689, GO SOUTHWEST
 JU4006'ON CROSS KEYS ROAD FOR 1.20 MI (1.93 KM) TO THE JUNCTION OF WATSONTOWN
 JU4006'NEW FREEDOM ROAD, COUNTY ROAD 691.  TURN LEFT AND GO SOUTH SOUTHEAST
 JU4006'ON COUNTY ROAD 691 FOR 0.35 MI (0.56 KM) TO THE BERLIN AIRPORT.  BEAR
 JU4006'TO THE RIGHT AROUND THE OFFICE AND FOLLOW THE RUNWAY SOUTHWEST FOR
 JU4006'0.45 MI (0.72 KM) TO THE STATION AHEAD, SET AT THE SOUTHWEST END OF
 JU4006'THE RUNWAY.  THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.
 JU4006'THE LOGO FLANGE WITH ACCESS COVER IS STAMPED BERLIN 1 1987 AND IS SET
 JU4006'FLUSH WITH THE GROUND.  THE STATION IS A NINE SIXTEENTHS INCH DIAMETER
 JU4006'STAINLESS STEEL ROD WITH GREASED SLEEVE DRIVEN TO REFUSAL TO A DEPTH
 JU4006'OF 29.2 M (95.8 FT) AND IS RECESSED 10 CM BELOW THE GROUND.  THE
 JU4006'STATION IS 10.0 M (32.8 FT) SOUTHEAST FROM THE EXTENDED CENTERLINE OF
 JU4006'THE RUNWAY, 17.3 M (56.8 FT) NORTHWEST FROM THE NORTHWEST GATE POST
 JU4006'AND 1.3 M (4.3 FT) NORTHEAST FROM A CARSONITE WITNESS POST.
 JU4006
 JU4006                          STATION RECOVERY (1999)
 JU4006
 JU4006'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (ECB)
 JU4006'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3012 ***********************************************************************
 JU3012  DESIGNATION -  BERLIN RESET
 JU3012  PID         -  JU3012
 JU3012  STATE/COUNTY-  NJ/CAMDEN
 JU3012  USGS QUAD   -  CLEMENTON (1981)
 JU3012
 JU3012                         *CURRENT SURVEY CONTROL
 JU3012  ___________________________________________________________________
 JU3012* NAD 83(1996)-  39 48 55.85884(N)    074 54 43.81206(W)     ADJUSTED  
 JU3012* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 JU3012  ___________________________________________________________________
 JU3012  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 JU3012  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JU3012
 JU3012  HORZ ORDER  -  FIRST
 JU3012
 JU3012.The horizontal coordinates were established by classical geodetic methods
 JU3012.and adjusted by the National Geodetic Survey in September 1999..
 JU3012
 JU3012.The orthometric height was scaled from a topographic map.
 JU3012
 JU3012.Photographs are available for this station.
 JU3012
 JU3012.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3012
 JU3012.The geoid height was determined by GEOID03.
 JU3012
 JU3012;                    North         East     Units Scale Factor Converg.
 JU3012;SPC NJ       -   109,113.982   114,712.150   MT  0.99991533   -0 15 50.1
 JU3012;SPC NJ       -   357,984.79    376,351.45   sFT  0.99991533   -0 15 50.1
 JU3012;SPC PA S     -    57,443.090   842,947.302   MT  1.00002051   +1 50 28.2
 JU3012;SPC PA S     -   188,461.20  2,765,569.61   sFT  1.00002051   +1 50 28.2
 JU3012;UTM  18      - 4,407,285.353   507,517.278   MT  0.99960070   +0 03 22.5
 JU3012
 JU3012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3012!SPC NJ       -   0.99999470  x   0.99991533  =   0.99991004
 JU3012!SPC PA S     -   0.99999470  x   1.00002051  =   1.00001521
 JU3012!UTM  18      -   0.99999470  x   0.99960070  =   0.99959541
 JU3012
 JU3012:                Primary Azimuth Mark                     Grid Az
 JU3012:SPC NJ       -  MT LAUREL                                007 01 34.3
 JU3012:SPC PA S     -  MT LAUREL                                004 55 16.0
 JU3012:UTM  18      -  MT LAUREL                                006 42 21.7
 JU3012
 JU3012|---------------------------------------------------------------------|
 JU3012| PID    Reference Object                     Distance      Geod. Az  |
 JU3012|                                                           dddmmss.s |
 JU3012| JU3020 MT LAUREL                           APPROX.13.3 KM 0064544.2 |
 JU3012| CB1263 BERLIN RM 1                          22.736 METERS 24954     |
 JU3012| JU3011 BERLIN STANDPIPE                    APPROX. 2.9 KM 2630129.6 |
 JU3012| CB1264 BERLIN RM 2                          18.601 METERS 35643     |
 JU3012|---------------------------------------------------------------------|
 JU3012
 JU3012                          SUPERSEDED SURVEY CONTROL
 JU3012
 JU3012  NAD 83(1986)-  39 48 55.84702(N)    074 54 43.81095(W) AD(       ) 1
 JU3012  NAD 27      -  39 48 55.43400(N)    074 54 45.22500(W) AD(       ) 1
 JU3012
 JU3012.Superseded values are not recommended for survey control.
 JU3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3012.See file dsdata.txt to determine how the superseded data were derived.
 JU3012
 JU3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0751707285(NAD 83)
 JU3012_MARKER: DS = TRIANGULATION STATION DISK
 JU3012_SETTING: 0 = UNSPECIFIED SETTING
 JU3012_STAMPING: BERLIN 1876 1974
 JU3012_MARK LOGO: NGS   
 JU3012_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3012+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 JU3012
 JU3012  HISTORY     - Date     Condition        Report By
 JU3012  HISTORY     - 1876     MONUMENTED       CGS
 JU3012  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JU3012  HISTORY     - 1937     GOOD             NJGS
 JU3012  HISTORY     - 1974     SEE DESCRIPTION  NGS
 JU3012  HISTORY     - 19900523 GOOD             NJGS
 JU3012  HISTORY     - 20050801 GOOD             GEOCAC
 JU3012
 JU3012                          STATION DESCRIPTION
 JU3012
 JU3012'DESCRIBED BY COAST AND GEODETIC SURVEY 1876 (EAB)
 JU3012'STATION IS IN THE TOWNSHIP OF WATERFORD, ABOUT 200 YARDS WEST
 JU3012'OF THE LINE DIVIDING THE COUNTIES OF CAMDEN AND BURLINGTON, ON
 JU3012'THE HIGHEST PART OF BIG STONE MOUNTAIN, ABOUT 2 MILES N. 32 DEG
 JU3012'E. OF THE VILLAGE OF BERLIN WHICH IS ON THE LINE OF THE CAMDEN
 JU3012'AND ATLANTIC RAILROAD.  IT IS ON PROPERTY OF JOSIAH BISHOP WHO
 JU3012'RESIDES IN BERLIN.  TO REACH THE STATION FROM RAILROAD STATION
 JU3012'IN BERLIN, TAKE THE ROAD TO TAUNTON, N. 50 DEG E. ABOUT A MILE
 JU3012'TO WHERE IT IS CROSSED BY THE COOPER ROAD, THEN FOLLOW THE
 JU3012'COOPER ROAD N. 20 DEG W. ABOUT THREE-FIFTHS OF A MILE TO
 JU3012'WHERE A WOOD ROAD CROSSES IT, FOLLOW WOOD ROAD IN A
 JU3012'NORTHEASTERLY DIRECTION FOR 725 YARDS TO WHERE A BLIND
 JU3012'ROAD LEADS OFF TO THE LEFT, TO THE TOP OF THE HILL.  THE
 JU3012'STATION IS ABOUT 50 YARDS NORTHWEST OF THIS ROAD.  THE
 JU3012'STATION MARK IS A GRANITE POST 6 INCHES SQUARE, DRESSED ON
 JU3012'TOP AND DOWN ITS SIDES 6 INCHES, SET IN HYDRAULIC CEMENT AND
 JU3012'STONES 4 FEET IN THE GROUND, OVER A LONG, ROUND, BLACK
 JU3012'BOTTLE FILLED WITH SAND.  THE STATION IS S. 80 DEG W., AND
 JU3012'320 FEET FROM A LARGE PINE TREE WHICH IS A CORNER OF THE
 JU3012'PROPERTY AND HAS BEEN BLAZED AND HACKED SEVERAL TIMES ON ALL
 JU3012'FOUR OF ITS SIDES.  REFERENCES--WINSTON CHEW, HARRY G.
 JU3012'SMITH, (SURVEYOR) AND EZRA STOKES, SURVEYOR, ALL OF BERLIN.
 JU3012'
 JU3012'THIS STATION SEES MT. HOLLY, APPLE PIE HILL, HAMMONTON,
 JU3012'WILLIAMSTOWN AND PINE HILL.
 JU3012
 JU3012                          STATION RECOVERY (1935)
 JU3012
 JU3012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU3012'STATION RECOVERED AS DESCRIBED.  THE ORIGINAL DESCRIPTION WAS
 JU3012'NOT AVAILABLE.  THE STATION IS IN WATERFORD TOWNSHIP, 2 MILES
 JU3012'NORTHEAST OF BERLIN, APPROXIMATELY 200 YARDS WEST OF THE
 JU3012'BURLINGTON COUNTY LINE, ON THE HIGHEST POINT OF THE SUMMIT OF
 JU3012'THE HILL FORMERLY USED AS A BOYS SCOUT CAMP, AND ON PROPERTY
 JU3012'OWNED BY HOWARD WAKELY.  THE MARK IS A STANDARD MARK SET IN A
 JU3012'GRANITE POST 6 INCHES SQUARE AND ABOUT 10 INCHES HIGH, AND IS
 JU3012'STAMPED U.S. ON ALL SIDES.
 JU3012'
 JU3012'REFERENCE MARK NO. 2 IS 61.04 FEET (18.605 METERS)
 JU3012'NORTH-NORTHWEST OF STATION AND PROJECTS 6 INCHES.
 JU3012'
 JU3012'REFERENCE MARK NO. 1 IS 74.61 FEET (22.740 METERS)
 JU3012'WEST-SOUTHWEST OF STATION, 3 PACES NORTHEAST OF A 4-INCH OAK
 JU3012'AND PROJECTS 6 INCHES.
 JU3012'
 JU3012'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 30 AND
 JU3012'STATE HIGHWAY S 41 AT ROAD CIRCLE NORTHWEST OF BERLIN, GO NORTH
 JU3012'ON STATE HIGHWAY S 41 FOR 0.6 MILE TO ROAD RIGHT, TURN SHARP
 JU3012'RIGHT AND GO 0.05 MILE TO Y, BEAR RIGHT GO 0.05 MILE TO Y, BEAR
 JU3012'LEFT GO 0.25 MILE, BEAR LEFT GO 0.15, BEAR LEFT GO 0.15 MILE,
 JU3012'BEAR LEFT ON MAIN-TRAVELED ROAD, GO 0.25 MILE TO CROSS ROAD, KEEP
 JU3012'STRAIGHT AHEAD AND TURN LEFT AT FORK, GO 0.20 MILE AND TAKE
 JU3012'LEFT FORK, GO 0.25 MILE TO Y, TAKE RIGHT FORK AND GO
 JU3012'APPROXIMATELY 10 YARDS.  TURN RIGHT THROUGH GATE AND CONTINUE
 JU3012'UPHILL TO OLD TAR-PAPERED SHACK, HERE CONTINUE ON TO THE
 JU3012'SUMMIT OF HILL APPROXIMATELY 0.10 MILE TO STATION SITE.
 JU3012'
 JU3012'THERE WERE TWO UNITED STATES COAST AND GEODETIC SURVEY AND
 JU3012'STATE SURVEY MONUMENTS, NOS. 974 AND 975 TO BE TIED IN TO THIS
 JU3012'STATION.  BUT DUE TO THE HEIGHT OF TIMBER AT THESE MARKS THEY
 JU3012'COULD NOT BE SEEN FROM THE STATION.
 JU3012'
 JU3012'A 64-FOOT TOWER WILL CLEAR ALL LINES OBSERVED FROM STATION.
 JU3012'
 JU3012'THERE WAS NO AZIMUTH MARK SET AT THIS STATION.  NO PROMINENT
 JU3012'NATURAL OBJECTS VISIBLE FROM GROUND.
 JU3012'
 JU3012'DISTANCE BETWEEN REFERENCE MARKS COULD NOT BE MEASURED.
 JU3012
 JU3012                          STATION RECOVERY (1937)
 JU3012
 JU3012'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1937
 JU3012'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1935 RECOVERY NOTE
 JU3012'OF J. BOWIE JR., WITH THE EXCEPTION THAT DIRECTION TO REFERENCE
 JU3012'MARK NO. 1 SHOULD READ 243 DEG INSTEAD OF 343 DEG AS GIVEN.
 JU3012'
 JU3012'THE LINE TO MONUMENT NO. 975 (AZIMUTH MARK) WAS CLEARED AND
 JU3012'MARK IS VISIBLE FROM THE GROUND AT THE STATION, AS IS ALSO THE
 JU3012'CUPOLA OF A SCHOOL BUILDING BETWEEN BERLIN AND CLEMENTON.
 JU3012
 JU3012                          STATION RECOVERY (1974)
 JU3012
 JU3012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU3012'THE STATION SURFACE DISK WAS FOUND TO HAVE BEEN REMOVED FROM
 JU3012'THE GRANITE MONUMENT AND THE MONUMENT SLIGHTLY OUT OF
 JU3012'POSITION.  THE MONUMENT WAS REMOVED FROM THE GROUND AND THE
 JU3012'SUB-SURFACE MARKER FOUND IN GOOD CONDITION.  A NEW SUB-SURFACE
 JU3012'DISK WAS THEN SET IN THE SAME HORIZONAL POSITION AS THE
 JU3012'SUB-SURFACE MARKER WAS THAT WAS FOUND.  THE OLD GRANITE
 JU3012'MONUMENT WAS THEN REPLACED OVER THE SUB-SURFACE MARKER AND A
 JU3012'NEW DISK PLACED IN THE TOP.  THIS STATION IS A 20 MINUTE PACK
 JU3012'AND IT WOULD BE A MAJOR PROJECT FOR ONE MAN TO CARRY ENOUGH
 JU3012'CEMENT INTO THE STATION TO SET A NEW CONCRETE MONUMENT.
 JU3012'CEMENT WAS PACKED INTO THE STATION TO RE-INFORCE THE BASE OF
 JU3012'THE OLD GRANITE MONUMENT.  THE OLD MONUMENT WAS
 JU3012'APPROXIMATELY 4 FEET LONG.  BOTH REFERENCE MARKS WERE
 JU3012'RECOVERED AND FOUND IN GOOD CONDITION.  A SLIGHTLY SHORTER
 JU3012'DISTANCE WAS OBTAINED TO BOTH MARKS.  IT IS BELIEVED THE
 JU3012'1935 MEASUREMENTS WERE SLOPE DISTANCES.  THE DIRECTION
 JU3012'BETWEEN THE REFERENCE MARKS WERE WITHIN CLOSE AGREEMENT
 JU3012'WITH THE 1935 AND 1937 OBSERVATIONS.  A SEARCH WAS MADE FOR
 JU3012'NEW JERSEY SURVEY MONUMENT 975 (AZI MK), HOWEVER, IT WAS
 JU3012'NOT FOUND.
 JU3012'
 JU3012'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU3012'
 JU3012'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF BERLIN, 200
 JU3012'YARDS WEST OF THE BURLINGTON COUNTY LINE AND ON THE TOP OF A
 JU3012'SMALL SANDY HILL WHICH IS COVERED WITH PINE TREES.  IT IS ON
 JU3012'PUBLIC PROPERTY.
 JU3012'
 JU3012'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN THE NORTHWEST
 JU3012'EDGE OF BERLIN, GO EAST ON STATE HIGHWAY 73 FOR 0.55 MILE TO A
 JU3012'CROSSROADS.  TURN LEFT AND GO NORTH ON TAUNTON AVENUE FOR 0.8
 JU3012'MILE TO A CROSSROADS.  TURN LEFT AND GO WEST ON COOPER ROAD FOR
 JU3012'0.08 MILE TO A DIM WOODS ROAD ON THE RIGHT.  TURN RIGHT AND GO
 JU3012'NORTHERLY ON THE WOODS ROAD FOR 0.25 MILE TO THE FOUNDATION OF
 JU3012'A OLD HOUSE AND THE END OF TRUCK TRAVEL.  PACK NORTH AND
 JU3012'NORTHWEST THROUGH THICK PINE TREES FOR ABOUT 0.15 MILE TO THE
 JU3012'TOP OF A SAND COVERED HILL AND THE STATION.  ALLOW 20 MINUTES
 JU3012'FOR PACKING.
 JU3012'
 JU3012'THE STATION MARK IS A STANDARD DISK STAMPED BERLIN 1876 1974,
 JU3012'CEMENTED IN A DRILL HOLE IN A 6-INCH SQUARE GRANITE MONUMENT
 JU3012'WITH U.S. ON ITS SIDES AND IT PROJECTS 6 INCHES ABOVE THE
 JU3012'SURFACE.  IT IS 21 FEET NORTH OF A 6 INCH PINE TREE, 15 FEET
 JU3012'NORTH OF A 8 INCH PINE TREE AND 2.3 FEET SOUTHEAST OF A WITNESS
 JU3012'POST.
 JU3012'
 JU3012'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BERLIN 1885 NO 1
 JU3012'1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 JU3012'PROJECTS 5 INCHES.  IT IS 74.1 FEET SOUTHWEST OF THE WITNESS
 JU3012'POST.  (NOTE 11A)
 JU3012'
 JU3012'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BERLIN 1885 NO 2
 JU3012'1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 JU3012'PROJECTS 5 INCHES.  IT IS 59.4 FEET NORTH OF THE WITNESS
 JU3012'POST.  (NOTE 11A)
 JU3012'
 JU3012'UNABLE TO MEASURE BETWEEN RMS
 JU3012'
 JU3012'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3012'2 MILES NORTH OF BERLIN.
 JU3012
 JU3012                          STATION RECOVERY (1990)
 JU3012
 JU3012'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 JU3012'THE STATION IS LOCATED IN VOORHEES TOWNSHIP, ON HIGH GROUND SOUTH OF
 JU3012'THE STURBRIDGE WOODS RESIDENTIAL DEVELOPMENT.  TO REACH THE STATION
 JU3012'FROM THE JUNCTION OF STATE ROUTE 73 AND COOPER ROAD, GO SOUTH ON
 JU3012'COOPER ROAD FOR 0.30 MI (0.48 KM) TO FOREST HILLS DRIVE ON THE LEFT.
 JU3012'TURN LEFT AND GO 0.60 MI (0.97 KM) ON FOREST HILLS DRIVE TO A ROAD ON
 JU3012'THE RIGHT.  CONTINUE AHEAD FOR 35 M (114.8 FT) TO A WOODS ROAD ON THE
 JU3012'RIGHT.  TURN RIGHT ONTO THE WOODS ROAD AND GO SOUTH FOR 0.10 MI (0.16
 JU3012'KM) TO A SAND ROAD LEFT.  TURN LEFT AND GO SOUTHEAST, UPHILL FOR O.10
 JU3012'M TO A BLAZED WOOD LINE ON THE LEFT.  FOLLOW THE BLAZED WOOD LINE
 JU3012'GENERALLY UPHILL FOR 300 M (984.2 FT) TO A CLEARING AND THE STATION.
 JU3012'THE STATION MARK IS A STANDARD DISK STAMPED BERLIN 1876 1974, CEMENTED
 JU3012'IN A DRILL HOLE IN A 6 INCH SQUARE GRANITE MONUMENT WITH U.S.  ON ITS
 JU3012'SIDES PROJECTING ABOUT 8 INCHES ABOVE THE SURFACE.
 JU3012
 JU3012                          STATION RECOVERY (2005)
 JU3012
 JU3012'RECOVERY NOTE BY GEOCACHING 2005 (TJP)
 JU3012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3011 ***********************************************************************
 JU3011  DESIGNATION -  BERLIN STANDPIPE
 JU3011  PID         -  JU3011
 JU3011  STATE/COUNTY-  NJ/CAMDEN
 JU3011  USGS QUAD   -  CLEMENTON (1981)
 JU3011
 JU3011                         *CURRENT SURVEY CONTROL
 JU3011  ___________________________________________________________________
 JU3011* NAD 83(1996)-  39 48 44.39114(N)    074 56 45.16786(W)     ADJUSTED  
 JU3011* NAVD 88     -                                                        
 JU3011  ___________________________________________________________________
 JU3011  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 JU3011  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU3011
 JU3011  HORZ ORDER  -  THIRD
 JU3011
 JU3011.The horizontal coordinates were established by classical geodetic methods
 JU3011.and adjusted by the National Geodetic Survey in September 1999..
 JU3011
 JU3011
 JU3011.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3011
 JU3011.The geoid height was determined by GEOID03.
 JU3011
 JU3011;                    North         East     Units Scale Factor Converg.
 JU3011;SPC NJ       -   108,774.167   111,824.308   MT  0.99991794   -0 17 07.8
 JU3011;SPC NJ       -   356,869.91    366,876.92   sFT  0.99991794   -0 17 07.8
 JU3011;SPC PA S     -    56,997.388   840,073.590   MT  1.00002112   +1 49 09.5
 JU3011;SPC PA S     -   186,998.93  2,756,141.44   sFT  1.00002112   +1 49 09.5
 JU3011;UTM  18      - 4,406,929.520   504,632.292   MT  0.99960026   +0 02 04.7
 JU3011
 JU3011                          SUPERSEDED SURVEY CONTROL
 JU3011
 JU3011  NAD 83(1986)-  39 48 44.37986(N)    074 56 45.16369(W) AD(       ) 4
 JU3011  NAD 27      -  39 48 43.98000(N)    074 56 46.57200(W) AD(       ) 3
 JU3011
 JU3011.Superseded values are not recommended for survey control.
 JU3011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3011.See file dsdata.txt to determine how the superseded data were derived.
 JU3011
 JU3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0463206930(NAD 83)
 JU3011_MARKER: 52 = STANDPIPE TANK
 JU3011
 JU3011  HISTORY     - Date     Condition        Report By
 JU3011  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3011
 JU3011                          STATION DESCRIPTION
 JU3011
 JU3011'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4786 ***********************************************************************
 KV4786  DESIGNATION -  BEST
 KV4786  PID         -  KV4786
 KV4786  STATE/COUNTY-  NJ/HUDSON
 KV4786  USGS QUAD   -  ELIZABETH (1995)
 KV4786
 KV4786                         *CURRENT SURVEY CONTROL
 KV4786  ___________________________________________________________________
 KV4786* NAD 83(1996)-  40 39 06.50987(N)    074 08 21.94758(W)     ADJUSTED  
 KV4786* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 KV4786  ___________________________________________________________________
 KV4786  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 KV4786  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KV4786
 KV4786  HORZ ORDER  -  THIRD
 KV4786
 KV4786.The horizontal coordinates were established by classical geodetic methods
 KV4786.and adjusted by the National Geodetic Survey in September 1999..
 KV4786.No horizontal observational check was made to the station.
 KV4786
 KV4786.The orthometric height was scaled from a topographic map.
 KV4786
 KV4786.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4786
 KV4786.The geoid height was determined by GEOID03.
 KV4786
 KV4786;                    North         East     Units Scale Factor Converg.
 KV4786;SPC NJ       -   201,947.059   180,492.699   MT  0.99991144   +0 14 05.6
 KV4786;SPC NJ       -   662,554.64    592,166.46   sFT  0.99991144   +0 14 05.6
 KV4786;UTM  18      - 4,500,461.612   572,755.216   MT  0.99966515   +0 33 38.3
 KV4786
 KV4786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4786!SPC NJ       -   1.00000432  x   0.99991144  =   0.99991576
 KV4786!UTM  18      -   1.00000432  x   0.99966515  =   0.99966947
 KV4786
 KV4786:                Primary Azimuth Mark                     Grid Az
 KV4786:SPC NJ       -  JR HS                                    031 10 33.0
 KV4786:UTM  18      -  JR HS                                    030 51 00.3
 KV4786
 KV4786|---------------------------------------------------------------------|
 KV4786| PID    Reference Object                     Distance      Geod. Az  |
 KV4786|                                                           dddmmss.s |
 KV4786| KV4345 JR HS                               APPROX. 2.8 KM 0312438.6 |
 KV4786| KV4234 BAYONNE                             APPROX. 2.9 KM 0503131.0 |
 KV4786| KV4237 BAYONNE MT CARMEL CH E SPIRE        APPROX. 2.2 KM 0564330.1 |
 KV4786|---------------------------------------------------------------------|
 KV4786
 KV4786                          SUPERSEDED SURVEY CONTROL
 KV4786
 KV4786  NAD 83(1996)-  40 39 06.50977(N)    074 08 21.94769(W) AD(       ) 3
 KV4786  NAD 83(1986)-  40 39 06.50772(N)    074 08 21.94822(W) AD(       ) 3
 KV4786  NAD 27      -  40 39 06.13800(N)    074 08 23.43100(W) AD(       ) 3
 KV4786
 KV4786.Superseded values are not recommended for survey control.
 KV4786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4786.See file dsdata.txt to determine how the superseded data were derived.
 KV4786
 KV4786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7275500462(NAD 83)
 KV4786_MARKER: DD = SURVEY DISK
 KV4786_SETTING: 0 = UNSPECIFIED SETTING
 KV4786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4786
 KV4786  HISTORY     - Date     Condition        Report By
 KV4786  HISTORY     - 1967     MONUMENTED       USE
 KV4786  HISTORY     - 19920221 MARK NOT FOUND   NJGS
 KV4786
 KV4786                          STATION DESCRIPTION
 KV4786
 KV4786'DESCRIBED BY US ENGINEERS 1967 (DJF)
 KV4786'THE STATION IS LOCATED ON THE EAST SIDE OF NEWARK BAY, APPROXIMATELY
 KV4786'1/4 MILE SOUTH OF THE CENTRAL RAILROAD OF NEW JERSEY BRIDGE, IN
 KV4786'THE BEST FOODS PLANT AT THE FOOT OF W 4TH STREET ON AVENUE A.
 KV4786'
 KV4786'IT IS LOCATED ATOP THE PLANTS TALLEST BUILDING ON THE E-W RIDGE
 KV4786'OF THE FLAT-GABLED, TARPAPERED, CONCRETE ROOF OF THE MARGERINE
 KV4786'BUILDINGS STUCCO PENTHOUSE, WHICH IS ON TOP OF A RED BRICK
 KV4786'FACTORY STRUCTURE.
 KV4786'
 KV4786'STATION IS MARKED BY A STANDARD USE BRONZE DISK STAMPED BEST 1964
 KV4786'SET FLUSH WITH THE TARPAPER ROOF, 17.2 FEET EAST OF THE WEST EDGE
 KV4786'OF THE ROOF, AND 42.8 FEET WEST OF THE EAST EDGE OF THE ROOF.
 KV4786'
 KV4786'TWO STANDARD C AND GS BRONZE REFERENCE DISKS STAMPED NO 1 AND
 KV4786'NO 2 ARE CEMENTED IN DRILL HOLES AND SET FLUSH ATOP THE STONE
 KV4786'COPING OF THE MAIN ROOFS SOUTH PARAPET.  THESE TWO DISKS REFER TO
 KV4786'A DESTROYED C AND GS DISK AND ARE LOCATED ON A LOWER ROOF LEVEL
 KV4786'APPROXIMATELY 15 FEET BELOW THE STATION MARK.  NO MEASUREMENTS
 KV4786'WERE MADE TO RE-ESTABLISH THESE AS REFERENCE MARKS BECAUSE OF
 KV4786'THEIR POOR LOCATION.
 KV4786'
 KV4786'THERE IS AMPLE ROOM AND FAIR FOOTING FOR A TRIPOD SET-UP ON THE
 KV4786'ROOF.  TRIPOD FOOTINGS ARE RECOMMENDED TO PROHIBIT LEG-SLIP AND
 KV4786'TO IMPROVE STABILITY.  A SLIGHT VIBRATION FROM MACHINERY WITHIN
 KV4786'THE BUILDING DOES NOT INTERFERE WITH OBSERVING.  AN OBSERVERS
 KV4786'PLATFORM IS NOT NECESSARY.
 KV4786
 KV4786                          STATION RECOVERY (1992)
 KV4786
 KV4786'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KV4786'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV4786'SEARCH BY A TWO MAN PARTY.  THE BUILDING ON WHICH THE MARK WAS SET HAD
 KV4786'BEEN DEMOLISHED IN 1984.  THE STATION IS CONSIDERED LOSTIGINAL
 KV4786'DESCRIPTION.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2625 ***********************************************************************
 LY2625  DESIGNATION -  BEVANS
 LY2625  PID         -  LY2625
 LY2625  STATE/COUNTY-  NJ/SUSSEX
 LY2625  USGS QUAD   -  CULVERS GAP (1997)
 LY2625
 LY2625                         *CURRENT SURVEY CONTROL
 LY2625  ___________________________________________________________________
 LY2625* NAD 83(1996)-  41 12 07.74590(N)    074 51 22.66670(W)     ADJUSTED  
 LY2625* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 LY2625  ___________________________________________________________________
 LY2625  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 LY2625  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 LY2625
 LY2625  HORZ ORDER  -  FIRST
 LY2625
 LY2625.The horizontal coordinates were established by classical geodetic methods
 LY2625.and adjusted by the National Geodetic Survey in September 1999..
 LY2625
 LY2625.The orthometric height was scaled from a topographic map.
 LY2625
 LY2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2625
 LY2625.The geoid height was determined by GEOID03.
 LY2625
 LY2625;                    North         East     Units Scale Factor Converg.
 LY2625;SPC NJ       -   263,056.647   120,117.683   MT  0.99991099   -0 14 04.9
 LY2625;SPC NJ       -   863,045.02    394,086.10   sFT  0.99991099   -0 14 04.9
 LY2625;SPC PA N     -   119,048.428   842,663.001   MT  0.99996386   +1 54 51.5
 LY2625;SPC PA N     -   390,578.05  2,764,636.86   sFT  0.99996386   +1 54 51.5
 LY2625;UTM  18      - 4,561,208.159   512,048.701   MT  0.99960179   +0 05 40.8
 LY2625
 LY2625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2625!SPC NJ       -   0.99996827  x   0.99991099  =   0.99987927
 LY2625!SPC PA N     -   0.99996827  x   0.99996386  =   0.99993213
 LY2625!UTM  18      -   0.99996827  x   0.99960179  =   0.99957008
 LY2625
 LY2625|---------------------------------------------------------------------|
 LY2625| PID    Reference Object                     Distance      Geod. Az  |
 LY2625|                                                           dddmmss.s |
 LY2625| CB2763 BEVANS RM 1                          10.805 METERS 01952     |
 LY2625| LY0823 SUNRISE                             APPROX.11.5 KM 0810651.7 |
 LY2625| CB2764 BEVANS RM 2                          10.540 METERS 22554     |
 LY2625|---------------------------------------------------------------------|
 LY2625
 LY2625                          SUPERSEDED SURVEY CONTROL
 LY2625
 LY2625  NAD 83(1996)-  41 12 07.74552(N)    074 51 22.66746(W) AD(       ) 1
 LY2625  NAD 83(1986)-  41 12 07.74562(N)    074 51 22.66821(W) AD(       ) 1
 LY2625  NAD 27      -  41 12 07.40100(N)    074 51 24.05800(W) AD(       ) 1
 LY2625
 LY2625.Superseded values are not recommended for survey control.
 LY2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2625.See file dsdata.txt to determine how the superseded data were derived.
 LY2625
 LY2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1204961208(NAD 83)
 LY2625_MARKER: Z = SEE DESCRIPTION
 LY2625_SETTING: 0 = UNSPECIFIED SETTING
 LY2625
 LY2625  HISTORY     - Date     Condition        Report By
 LY2625  HISTORY     - 1938     MONUMENTED       NJDCED
 LY2625
 LY2625                          STATION DESCRIPTION
 LY2625
 LY2625'DESCRIBED BY NJ CONS AND ECON DEV 1938
 LY2625'STATION IS LOCATED ABOUT 1/2 MILE N OF BEVANS.
 LY2625'
 LY2625'STATION AND REFERENCE MARKS ARE STANDARD NEW JERSEY DEPARTMENT
 LY2625'OF CONSERVATION AND DEVELOPMENT BRONZE DISKS SET IN 6-INCH
 LY2625'CYLINDRICAL CONCRETE MONUMENTS.
 LY2625'
 LY2625'STATION MARK IS ABOUT 2 FEET W OF A WIRE FENCE LINE.  THE TOP
 LY2625'OF MONUMENT IS 2 FEET BELOW GROUND.  IT IS STAMPED BEVANS.
 LY2625'
 LY2625'REFERENCE MARK NO.1 IS IN A FENCE LINE AND FLUSH WITH
 LY2625'GROUND.  IT IS STAMPED R.M.1.
 LY2625'
 LY2625'REFERENCE MARK NO.2 IS FLUSH WITH GROUND IN FENCE LINE.
 LY2625'
 LY2625'AZIMUTH MARK (MONUMENT 2473) IS A STANDARD STATE SURVEY BRONZE
 LY2625'DISK, SET IN CONCRETE AT A JUNCTION ABOUT 0.63 MILE S OF BEVANS
 LY2625'POST OFFICE, ON E SIDE OF ROAD FROM BEVANS TO WALLPACK CENTER.  IT
 LY2625'IS 27.1 FEET E OF THE CENTER LINE OF GRAVEL SURFACE, 51.9 FEET
 LY2625'S OF A TELEPHONE POLE, 118.20 FEET N OF A 38-INCH HICKORY TREE
 LY2625'NEAR A WIRE FENCE LINE, AND 82.5 FEET NE OF A TELEPHONE POLE.
 LY2625'
 LY2625'TO REACH THE STATION FROM THE BEVANS POST OFFICE, GO N 0.6 MILE
 LY2625'ALONG THE ROAD TO DINGMANS FERRY TO A FORKS IN ROAD.  TURN LEFT
 LY2625'AND PROCEED 0.15 MILE ALONG THIS ROAD TO A GATE INTO FIELD ON
 LY2625'THE LEFT, PROCEED FROM HERE THROUGH FIELD FOR 0.15 MILE BEARING
 LY2625'TO LEFT, PASS THROUGH GAP ALONG FENCE, TO THE LEFT OF A SMALL
 LY2625'APPLE ORCHARD, AND GO A TOTAL DISTANCE OF 700 FEET TO THE TOP OF
 LY2625'HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5760 ***********************************************************************
 KV5760  DESIGNATION -  BEVERLY PRESBYTERIAN CH SPIRE
 KV5760  PID         -  KV5760
 KV5760  STATE/COUNTY-  NJ/BURLINGTON
 KV5760  USGS QUAD   -  BEVERLY (1973)
 KV5760
 KV5760                         *CURRENT SURVEY CONTROL
 KV5760  ___________________________________________________________________
 KV5760* NAD 83(1996)-  40 03 56.45846(N)    074 54 37.23460(W)     ADJUSTED  
 KV5760* NAVD 88     -                                                        
 KV5760  ___________________________________________________________________
 KV5760  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 KV5760  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV5760
 KV5760  HORZ ORDER  -  THIRD
 KV5760
 KV5760.The horizontal coordinates were established by classical geodetic methods
 KV5760.and adjusted by the National Geodetic Survey in September 1999..
 KV5760
 KV5760
 KV5760.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5760
 KV5760.The geoid height was determined by GEOID03.
 KV5760
 KV5760;                    North         East     Units Scale Factor Converg.
 KV5760;SPC NJ       -   136,887.479   114,996.279   MT  0.99991508   -0 15 50.9
 KV5760;SPC NJ       -   449,105.00    377,283.63   sFT  0.99991508   -0 15 50.9
 KV5760;SPC PA S     -    85,210.616   842,210.651   MT  0.99998194   +1 50 32.5
 KV5760;SPC PA S     -   279,561.83  2,763,152.78   sFT  0.99998194   +1 50 32.5
 KV5760;UTM  18      - 4,435,051.271   507,645.762   MT  0.99960072   +0 03 27.8
 KV5760
 KV5760                          SUPERSEDED SURVEY CONTROL
 KV5760
 KV5760  NAD 83(1986)-  40 03 56.45684(N)    074 54 37.23660(W) AD(       ) 4
 KV5760  NAD 27      -  40 03 56.05700(N)    074 54 38.63300(W) AD(       ) 3
 KV5760
 KV5760.Superseded values are not recommended for survey control.
 KV5760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5760.See file dsdata.txt to determine how the superseded data were derived.
 KV5760
 KV5760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0764635051(NAD 83)
 KV5760_MARKER: 90 = CHURCH SPIRE
 KV5760_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5760+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2004
 KV5760
 KV5760  HISTORY     - Date     Condition        Report By
 KV5760  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5760  HISTORY     - 1976     GOOD             NGS
 KV5760  HISTORY     - 19940710 GOOD             USPSQD
 KV5760  HISTORY     - 20040904 GOOD             GEOCAC
 KV5760
 KV5760                          STATION DESCRIPTION
 KV5760
 KV5760'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5760'THIS STATION IS THE FINIAL ON TOP OF THE SPIRE OF THE BEVERLY
 KV5760'PRESBYTERIAN CHURCH ON THE W SIDE OF WARREN STREET, 1/2 BLOCK
 KV5760'N OF FARNUM STREET.  THE CHURCH IS A RED STONE BUILDING WITH A
 KV5760'STONE BELFRY AT THE NE CORNER.  A THIN GREY OCTAGONAL SPIRE
 KV5760'RISES 50 FEET ABOVE THE TOP OF THE BELFRY.  IT HAS LOUVERED
 KV5760'DORMER OPENINGS ON FOUR SIDES NEAR THE BOTTOM.  THERE IS A
 KV5760'FINIAL AT THE TIP OF THE SPIRE.
 KV5760
 KV5760                          STATION RECOVERY (1976)
 KV5760
 KV5760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5760'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE ORIGINAL
 KV5760'DESCRIPTION IS ADEQUATE.
 KV5760
 KV5760                          STATION RECOVERY (1994)
 KV5760
 KV5760'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV5760'RECOVERED IN GOOD CONDITION.
 KV5760
 KV5760                          STATION RECOVERY (2004)
 KV5760
 KV5760'RECOVERY NOTE BY GEOCACHING 2004 (STC)
 KV5760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5765 ***********************************************************************
 KV5765  DESIGNATION -  BEVERLY RANGE FRONT LIGHT
 KV5765  PID         -  KV5765
 KV5765  STATE/COUNTY-  NJ/BURLINGTON
 KV5765  USGS QUAD   -  BEVERLY (1973)
 KV5765
 KV5765                         *CURRENT SURVEY CONTROL
 KV5765  ___________________________________________________________________
 KV5765* NAD 83(1996)-  40 04 14.56386(N)    074 56 04.82198(W)     ADJUSTED  
 KV5765* NAVD 88     -                                                        
 KV5765  ___________________________________________________________________
 KV5765  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 KV5765  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV5765
 KV5765  HORZ ORDER  -  THIRD
 KV5765
 KV5765.The horizontal coordinates were established by classical geodetic methods
 KV5765.and adjusted by the National Geodetic Survey in September 1999..
 KV5765
 KV5765
 KV5765.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5765
 KV5765.The geoid height was determined by GEOID03.
 KV5765
 KV5765;                    North         East     Units Scale Factor Converg.
 KV5765;SPC NJ       -   137,455.708   112,923.578   MT  0.99991692   -0 16 47.3
 KV5765;SPC NJ       -   450,969.27    370,483.44   sFT  0.99991692   -0 16 47.3
 KV5765;SPC PA S     -    85,702.309   840,118.328   MT  0.99998136   +1 49 35.6
 KV5765;SPC PA S     -   281,174.99  2,756,288.21   sFT  0.99998136   +1 49 35.6
 KV5765;UTM  18      - 4,435,607.672   505,570.556   MT  0.99960038   +0 02 31.4
 KV5765
 KV5765                          SUPERSEDED SURVEY CONTROL
 KV5765
 KV5765  NAD 83(1986)-  40 04 14.56230(N)    074 56 04.82389(W) AD(       ) 4
 KV5765  NAD 27      -  40 04 14.16100(N)    074 56 06.21900(W) AD(       ) 3
 KV5765
 KV5765.Superseded values are not recommended for survey control.
 KV5765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5765.See file dsdata.txt to determine how the superseded data were derived.
 KV5765
 KV5765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0557135608(NAD 83)
 KV5765_MARKER: 14 = NAVIGATION LIGHT
 KV5765
 KV5765  HISTORY     - Date     Condition        Report By
 KV5765  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5765  HISTORY     - 1947     GOOD             CGS
 KV5765
 KV5765                          STATION DESCRIPTION
 KV5765
 KV5765'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5765'STATION RECOVERED IN GOOD CONDITION.  THE LIGHT IS CURRENTLY
 KV5765'LISTED AS EDDINGTON RANGE FRONT LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5725 ***********************************************************************
 KV5725  DESIGNATION -  BEVERLY ROBERT HOBBS CO TANK
 KV5725  PID         -  KV5725
 KV5725  STATE/COUNTY-  NJ/BURLINGTON
 KV5725  USGS QUAD   -  BEVERLY (1973)
 KV5725
 KV5725                         *CURRENT SURVEY CONTROL
 KV5725  ___________________________________________________________________
 KV5725* NAD 83(1996)-  40 03 33.25019(N)    074 55 04.87594(W)     ADJUSTED  
 KV5725* NAVD 88     -                                                        
 KV5725  ___________________________________________________________________
 KV5725  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 KV5725  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV5725
 KV5725  HORZ ORDER  -  THIRD
 KV5725
 KV5725.The horizontal coordinates were established by classical geodetic methods
 KV5725.and adjusted by the National Geodetic Survey in September 1999..
 KV5725
 KV5725
 KV5725.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5725
 KV5725.The geoid height was determined by GEOID03.
 KV5725
 KV5725;                    North         East     Units Scale Factor Converg.
 KV5725;SPC NJ       -   136,174.775   114,337.942   MT  0.99991565   -0 16 08.5
 KV5725;SPC NJ       -   446,766.74    375,123.73   sFT  0.99991565   -0 16 08.5
 KV5725;SPC PA S     -    84,474.147   841,578.913   MT  0.99998270   +1 50 14.5
 KV5725;SPC PA S     -   277,145.60  2,761,080.15   sFT  0.99998270   +1 50 14.5
 KV5725;UTM  18      - 4,434,335.106   506,991.645   MT  0.99960060   +0 03 09.9
 KV5725
 KV5725                          SUPERSEDED SURVEY CONTROL
 KV5725
 KV5725  NAD 83(1986)-  40 03 33.24857(N)    074 55 04.87819(W) AD(       ) 4
 KV5725  NAD 27      -  40 03 32.84900(N)    074 55 06.27600(W) AD(       ) 3
 KV5725
 KV5725.Superseded values are not recommended for survey control.
 KV5725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5725.See file dsdata.txt to determine how the superseded data were derived.
 KV5725
 KV5725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0699234335(NAD 83)
 KV5725_MARKER: 51 = TANK
 KV5725
 KV5725  HISTORY     - Date     Condition        Report By
 KV5725  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5725  HISTORY     - 1947     GOOD             CGS
 KV5725  HISTORY     - 1976     GOOD             NGS
 KV5725  HISTORY     - 19940710 GOOD             USPSQD
 KV5725
 KV5725                          STATION DESCRIPTION
 KV5725
 KV5725'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5725'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE TALL BLACK
 KV5725'WATER TANK AT THE PLANT OF THE ROBERT F. HOBBS COMPANY ON THE E
 KV5725'SIDE OF THE PENNSYLVANIA RAILROAD ABOUT 1/4 MILE S OF THE
 KV5725'RAILROAD STATION AT COOPER STREET.  THE TANK IS ABOUT 100 FEET
 KV5725'S OF THE SE CORNER OF THE MAIN BUILDING OF THE PLANT.  IT IS
 KV5725'ABOUT 100 FEET HIGH AND IS LETTERED QUALITY WALL PAPER ON THE
 KV5725'E AND W SIDES.  THERE IS A WHITE X WITH THE LETTERS ROBERT
 KV5725'F. HOBBS, INCORPORATED ON THE N AND S SIDES.
 KV5725
 KV5725                          STATION RECOVERY (1947)
 KV5725
 KV5725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5725'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION
 KV5725'IS ADEQUATE EXCEPT FOR THE FOLLOWING CHANGE--
 KV5725'
 KV5725'DELETE AND IS LETTERED QUALITY WALL PAPER ON THE N AND S SIDES.
 KV5725
 KV5725                          STATION RECOVERY (1976)
 KV5725
 KV5725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5725'THE TANK HAS BEEN REPAINTED AND IS EITHER A WEATHERED DARK GREEN
 KV5725'OR BLACK.  OTHERWISE, THE DESCRIPTION IS ADEQUATE FOR RECOVERY.
 KV5725
 KV5725                          STATION RECOVERY (1994)
 KV5725
 KV5725'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV5725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5710 ***********************************************************************
 KV5710  DESIGNATION -  BEVERLY ST JOSEPHS CATH CH
 KV5710  PID         -  KV5710
 KV5710  STATE/COUNTY-  NJ/BURLINGTON
 KV5710  USGS QUAD   -  BEVERLY (1973)
 KV5710
 KV5710                         *CURRENT SURVEY CONTROL
 KV5710  ___________________________________________________________________
 KV5710* NAD 83(1996)-  40 03 49.88021(N)    074 55 20.95278(W)     ADJUSTED  
 KV5710* NAVD 88     -                                                        
 KV5710  ___________________________________________________________________
 KV5710  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 KV5710  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV5710
 KV5710  HORZ ORDER  -  THIRD
 KV5710
 KV5710.The horizontal coordinates were established by classical geodetic methods
 KV5710.and adjusted by the National Geodetic Survey in September 1999..
 KV5710
 KV5710
 KV5710.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5710
 KV5710.The geoid height was determined by GEOID03.
 KV5710
 KV5710;                    North         East     Units Scale Factor Converg.
 KV5710;SPC NJ       -   136,689.449   113,959.392   MT  0.99991599   -0 16 19.0
 KV5710;SPC NJ       -   448,455.30    373,881.77   sFT  0.99991599   -0 16 19.0
 KV5710;SPC PA S     -    84,974.593   841,181.675   MT  0.99998216   +1 50 04.1
 KV5710;SPC PA S     -   278,787.48  2,759,776.88   sFT  0.99998216   +1 50 04.1
 KV5710;UTM  18      - 4,434,847.484   506,610.329   MT  0.99960054   +0 02 59.6
 KV5710
 KV5710                          SUPERSEDED SURVEY CONTROL
 KV5710
 KV5710  NAD 83(1986)-  40 03 49.87853(N)    074 55 20.95483(W) AD(       ) 4
 KV5710  NAD 27      -  40 03 49.47900(N)    074 55 22.35100(W) AD(       ) 3
 KV5710
 KV5710.Superseded values are not recommended for survey control.
 KV5710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5710.See file dsdata.txt to determine how the superseded data were derived.
 KV5710
 KV5710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0661034847(NAD 83)
 KV5710_MARKER: 90 = CHURCH SPIRE
 KV5710
 KV5710  HISTORY     - Date     Condition        Report By
 KV5710  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5710  HISTORY     - 1947     GOOD             CGS
 KV5710
 KV5710                          STATION DESCRIPTION
 KV5710
 KV5710'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5710'AT BEVERLY, INTERSECTION OF MAGNOLIA AND WARREN STREETS.  THE
 KV5710'CHURCH SPIRE.
 KV5710'
 KV5710'AN INTERSECTION STATION.
 KV5710
 KV5710                          STATION RECOVERY (1947)
 KV5710
 KV5710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5710'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5710'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5715 ***********************************************************************
 KV5715  DESIGNATION -  BEVERLY ST STEPHENS CH SPIRE
 KV5715  PID         -  KV5715
 KV5715  STATE/COUNTY-  NJ/BURLINGTON
 KV5715  USGS QUAD   -  BEVERLY (1973)
 KV5715
 KV5715                         *CURRENT SURVEY CONTROL
 KV5715  ___________________________________________________________________
 KV5715* NAD 83(1996)-  40 03 54.27640(N)    074 55 02.32688(W)     ADJUSTED  
 KV5715* NAVD 88     -                                                        
 KV5715  ___________________________________________________________________
 KV5715  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 KV5715  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV5715
 KV5715  HORZ ORDER  -  THIRD
 KV5715
 KV5715.The horizontal coordinates were established by classical geodetic methods
 KV5715.and adjusted by the National Geodetic Survey in September 1999..
 KV5715
 KV5715
 KV5715.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5715
 KV5715.The geoid height was determined by GEOID03.
 KV5715
 KV5715;                    North         East     Units Scale Factor Converg.
 KV5715;SPC NJ       -   136,822.947   114,401.389   MT  0.99991560   -0 16 07.0
 KV5715;SPC NJ       -   448,893.29    375,331.89   sFT  0.99991560   -0 16 07.0
 KV5715;SPC PA S     -    85,124.257   841,618.496   MT  0.99998201   +1 50 16.2
 KV5715;SPC PA S     -   279,278.50  2,761,210.02   sFT  0.99998201   +1 50 16.2
 KV5715;UTM  18      - 4,434,983.420   507,051.431   MT  0.99960061   +0 03 11.6
 KV5715
 KV5715                          SUPERSEDED SURVEY CONTROL
 KV5715
 KV5715  NAD 83(1986)-  40 03 54.27467(N)    074 55 02.32901(W) AD(       ) 4
 KV5715  NAD 27      -  40 03 53.87700(N)    074 55 03.72700(W) AD(       ) 3
 KV5715
 KV5715.Superseded values are not recommended for survey control.
 KV5715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5715.See file dsdata.txt to determine how the superseded data were derived.
 KV5715
 KV5715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0705134983(NAD 83)
 KV5715_MARKER: 90 = CHURCH SPIRE
 KV5715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5715+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2004
 KV5715
 KV5715  HISTORY     - Date     Condition        Report By
 KV5715  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5715  HISTORY     - 1935     GOOD             CGS
 KV5715  HISTORY     - 1947     GOOD             CGS
 KV5715  HISTORY     - 1976     GOOD             NGS
 KV5715  HISTORY     - 19940710 GOOD             USPSQD
 KV5715  HISTORY     - 20040904 GOOD             GEOCAC
 KV5715
 KV5715                          STATION DESCRIPTION
 KV5715
 KV5715'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5715'THIS STATION IS THE CROSS ON TOP OF THE SPIRE OF THE ST. STEPHENS
 KV5715'EPISCOPAL CHURCH AT THE E CORNER OF WILMERTON AND WARREN STREETS,
 KV5715'BEVERLY.  THE CHURCH IS A RED STONE BUILDING WITH A RED STONE
 KV5715'BELFRY AT THE FRONT CENTER.  AN OCTAGONAL GREY SPIRE RISES 50
 KV5715'FEET ABOVE THE BELFRY.  THE SPIRE HAS LOUVERED DORMER OPENINGS
 KV5715'ON FOUR SIDES NEAR TOP AND BOTTOM.  IT HAS A GOLD CROSS AT THE
 KV5715'TIP.
 KV5715
 KV5715                          STATION RECOVERY (1935)
 KV5715
 KV5715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5715'AT BEVERLY, INTERSECTION OF WILMINGTON* AND WARREN STREETS.  THE
 KV5715'CENTER OF THE CROSS AT THE TOP OF THE SPIRE ON THE RED STONE CHURCH.
 KV5715'
 KV5715'NOTE--THIS WAS ORIGINALLY NAMED BEVERLY, ST. STEPHENS CHURCH
 KV5715'SPIRE.  THERE IS ALSO A DESCRIPTION OF S. FORNEY, DATED 1911,
 KV5715'APPARENTLY UNKNOWN TO G.L.A., NAMING THIS CHURCH BEVERLY EPISCOPAL
 KV5715'CHURCH SPIRE.
 KV5715'
 KV5715'*EITHER/OR WILMERTON STREET OR WILMINGTON STREET.
 KV5715
 KV5715                          STATION RECOVERY (1947)
 KV5715
 KV5715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5715'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5715'ADEQUATE EXCEPT FOR EPISCOPAL BEING LEFT OUT OF STATION NAME.
 KV5715'
 KV5715'THE 1935 RECOVERY NOTE IS ADEQUATE EXCEPT FOR THE FOLLOWING
 KV5715'CHANGE--CHANGE WILMINGTON TO WILMERTON.
 KV5715
 KV5715                          STATION RECOVERY (1976)
 KV5715
 KV5715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5715'EPISCOPAL IS CURRENTLY USED IN THE NAME OF THIS CHURCH.  APPARENTLY
 KV5715'THE TWO NAMES USED BY G.L.A. AND E.B.R. APPLY TO THE SAME
 KV5715'POSITION.  THE STATION WAS RECOVERED AS DESCRIBED BY E.B.R. IN
 KV5715'1935.
 KV5715
 KV5715                          STATION RECOVERY (1994)
 KV5715
 KV5715'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV5715'RECOVERED IN GOOD CONDITION.
 KV5715
 KV5715                          STATION RECOVERY (2004)
 KV5715
 KV5715'RECOVERY NOTE BY GEOCACHING 2004 (STC)
 KV5715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5711 ***********************************************************************
 KV5711  DESIGNATION -  BEVERLY WALL ROPE WORKS TANK
 KV5711  PID         -  KV5711
 KV5711  STATE/COUNTY-  NJ/BURLINGTON
 KV5711  USGS QUAD   -  BEVERLY (1973)
 KV5711
 KV5711                         *CURRENT SURVEY CONTROL
 KV5711  ___________________________________________________________________
 KV5711* NAD 83(1996)-  40 03 29.36622(N)    074 55 20.86555(W)     ADJUSTED  
 KV5711* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5711  ___________________________________________________________________
 KV5711  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 KV5711  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV5711
 KV5711  HORZ ORDER  -  THIRD
 KV5711
 KV5711.The horizontal coordinates were established by classical geodetic methods
 KV5711.and adjusted by the National Geodetic Survey in September 1999..
 KV5711
 KV5711.The orthometric height was scaled from a topographic map.
 KV5711
 KV5711.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5711
 KV5711.The geoid height was determined by GEOID03.
 KV5711
 KV5711;                    North         East     Units Scale Factor Converg.
 KV5711;SPC NJ       -   136,056.781   113,958.456   MT  0.99991599   -0 16 18.8
 KV5711;SPC NJ       -   446,379.62    373,878.70   sFT  0.99991599   -0 16 18.8
 KV5711;SPC PA S     -    84,342.276   841,203.995   MT  0.99998283   +1 50 04.2
 KV5711;SPC PA S     -   276,712.95  2,759,850.11   sFT  0.99998283   +1 50 04.2
 KV5711;UTM  18      - 4,434,215.020   506,612.947   MT  0.99960054   +0 02 59.6
 KV5711
 KV5711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5711!SPC NJ       -   1.00000474  x   0.99991599  =   0.99992073
 KV5711!SPC PA S     -   1.00000474  x   0.99998283  =   0.99998757
 KV5711!UTM  18      -   1.00000474  x   0.99960054  =   0.99960527
 KV5711
 KV5711                          SUPERSEDED SURVEY CONTROL
 KV5711
 KV5711  NAD 83(1986)-  40 03 29.36458(N)    074 55 20.86743(W) AD(       ) 4
 KV5711  NAD 27      -  40 03 28.96400(N)    074 55 22.26400(W) AD(       ) 3
 KV5711
 KV5711.Superseded values are not recommended for survey control.
 KV5711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5711.See file dsdata.txt to determine how the superseded data were derived.
 KV5711
 KV5711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0661334215(NAD 83)
 KV5711_MARKER: 53 = ELEVATED TANK
 KV5711
 KV5711  HISTORY     - Date     Condition        Report By
 KV5711  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5711  HISTORY     - 1935     GOOD             CGS
 KV5711  HISTORY     - 1976     MARK NOT FOUND   NGS
 KV5711  HISTORY     - 19940710 GOOD             USPSQD
 KV5711
 KV5711                          STATION DESCRIPTION
 KV5711
 KV5711'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5711'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE TALL WATER
 KV5711'TANK AT THE PLANT OF THE WALL ROPE WORKS AT THE NW CORNER OF THE
 KV5711'INTERSECTION OF MOUNT HOLLY STREET AND PENNSYLVANIA RAILROAD
 KV5711'TRACKS.  THE TANK IS ABOUT 50 FEET N OF THE NE CORNER OF THE MAIN
 KV5711'BUILDING OF THE PLANT.  IT IS PAINTED DARK GREEN AND IS ABOUT
 KV5711'110 FEET HIGH.
 KV5711
 KV5711                          STATION RECOVERY (1935)
 KV5711
 KV5711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5711'AT BEVERLY, NEAR INTERSECTION OF MOUNT HOLLY STREET AND
 KV5711'PENNSYLVANIA AVENUE, ABOUT 50 FEET N OF NE CORNER OF MAIN
 KV5711'BUILDING OF THE PLANT.  THE FINIAL OF A DARK GREEN ELEVATED
 KV5711'WATER TANK.
 KV5711
 KV5711                          STATION RECOVERY (1976)
 KV5711
 KV5711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5711'THIS POSITION SHOULD BE CONSIDERED LOST.  A FOUR LEGGED METAL TANK
 KV5711'PAINTED LIGHT BLUE NOW OCCUPIES THE APPROXIMATE POSITION BUT THE
 KV5711'BUILDINGS ARE NOT AS DESCRIBED BY G.L.A. OR E.B.R.  THE PRESENT
 KV5711'STRUCTURE STANDS ON A GROUND LEVEL FOUNDATION AND EXTENDS THROUGH
 KV5711'THE ROOF OF A BLDG.
 KV5711
 KV5711                          STATION RECOVERY (1994)
 KV5711
 KV5711'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV5711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2989 ***********************************************************************
 JU2989  DESIGNATION -  BIG HILL RESET
 JU2989  PID         -  JU2989
 JU2989  STATE/COUNTY-  NJ/BURLINGTON
 JU2989  USGS QUAD   -  PEMBERTON (1981)
 JU2989
 JU2989                         *CURRENT SURVEY CONTROL
 JU2989  ___________________________________________________________________
 JU2989* NAD 83(1996)-  39 53 51.89675(N)    074 41 45.45039(W)     ADJUSTED  
 JU2989* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 JU2989  ___________________________________________________________________
 JU2989  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 JU2989  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JU2989
 JU2989  HORZ ORDER  -  FIRST
 JU2989
 JU2989.The horizontal coordinates were established by classical geodetic methods
 JU2989.and adjusted by the National Geodetic Survey in September 1999..
 JU2989
 JU2989.The orthometric height was scaled from a topographic map.
 JU2989
 JU2989.Photographs are available for this station.
 JU2989
 JU2989.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2989
 JU2989.The geoid height was determined by GEOID03.
 JU2989
 JU2989;                    North         East     Units Scale Factor Converg.
 JU2989;SPC NJ       -   118,180.633   133,243.090   MT  0.99990346   -0 07 32.5
 JU2989;SPC NJ       -   387,730.96    437,148.37   sFT  0.99990346   -0 07 32.5
 JU2989;UTM  18      - 4,416,452.703   525,991.587   MT  0.99960832   +0 11 42.1
 JU2989
 JU2989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2989!SPC NJ       -   0.99999891  x   0.99990346  =   0.99990237
 JU2989!UTM  18      -   0.99999891  x   0.99960832  =   0.99960723
 JU2989
 JU2989:                Primary Azimuth Mark                     Grid Az
 JU2989:SPC NJ       -  PEMBERTON WATER TANK                     006 09 18.9
 JU2989:UTM  18      -  PEMBERTON WATER TANK                     005 50 04.3
 JU2989
 JU2989|---------------------------------------------------------------------|
 JU2989| PID    Reference Object                     Distance      Geod. Az  |
 JU2989|                                                           dddmmss.s |
 JU2989| JU2990 PEMBERTON WATER TANK                APPROX. 8.5 KM 0060146.4 |
 JU2989| JU2983 STATE COLONY TALL SMOKE STACK       APPROX. 9.8 KM 0973941.6 |
 JU2989| CB1269 BIG HILL RM 1                        18.885 METERS 15404     |
 JU2989| JU2988 FIRE LOT NEAR BIG HILL               11.374 METERS 24552     |
 JU2989| CB1270 BIG HILL RM 2                        13.554 METERS 25942     |
 JU2989| CB1271 BIG HILL RM 3                        13.550 METERS 25945     |
 JU2989| KV5675 MT HOLLY RESET                      APPROX.14.1 KM 3255159.1 |
 JU2989| CB1268 BIG HILL AZ MK                                     3424825.8 |
 JU2989|---------------------------------------------------------------------|
 JU2989
 JU2989                          SUPERSEDED SURVEY CONTROL
 JU2989
 JU2989  NAD 83(1986)-  39 53 51.89016(N)    074 41 45.44687(W) AD(       ) 1
 JU2989  NAD 27      -  39 53 51.47400(N)    074 41 46.87500(W) AD(       ) 1
 JU2989
 JU2989.Superseded values are not recommended for survey control.
 JU2989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2989.See file dsdata.txt to determine how the superseded data were derived.
 JU2989
 JU2989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2599216453(NAD 83)
 JU2989_MARKER: DH = HORIZONTAL CONTROL DISK
 JU2989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2989_STAMPING: BIG HILL 1935 1975
 JU2989_MARK LOGO: NGS   
 JU2989_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2989+STABILITY: SURFACE MOTION
 JU2989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2989+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2005
 JU2989
 JU2989  HISTORY     - Date     Condition        Report By
 JU2989  HISTORY     - 1935     MONUMENTED       CGS
 JU2989  HISTORY     - 1975     SEE DESCRIPTION  NGS
 JU2989  HISTORY     - 1980     GOOD             LOCENG
 JU2989  HISTORY     - 19900523 GOOD             NJGS
 JU2989  HISTORY     - 20020608 GOOD             INDIV
 JU2989  HISTORY     - 20050513 GOOD             GEOCAC
 JU2989
 JU2989                          STATION DESCRIPTION
 JU2989
 JU2989'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU2989'THE STATION IS LOCATED ON PROPERTY OF SMULLEN AND CO. INC., ON A
 JU2989'HILL COMMONLY KNOWN AS BIG HILL, 27.9 FEET EAST-NORTHEAST OF
 JU2989'NORTHWEST LEG OF FIRE TOWER, 11 PACES EAST OF TELEPHONE POLE,
 JU2989'AND 7 PACES EAST OF CENTERLINE OF ROAD.  MARK PROJECTS 6 INCHES,
 JU2989'NOTES 1A AND 7A.
 JU2989'
 JU2989'REFERENCE MARK NO. 1 IS 61.64 FEET (18.810 METERS) EAST OF
 JU2989'STATION, 5 PACES WEST-SOUTHWEST OF TRIPLE OAK.  MARK PROJECTS 6
 JU2989'INCHES, NOTE 11A.
 JU2989'
 JU2989'REFERENCE MARK NO. 2 IS 44.47 FEET (13.555 METERS) WEST-SOUTHWEST
 JU2989'OF STATION.  THE MARK IS SET IN THE CONCRETE BASE OF THE
 JU2989'SOUTHWEST LEG OF FIRE TOWER, NOTE 11C.
 JU2989'
 JU2989'AZIMUTH MARK IS 0.6 MILE WEST-NORTHWEST OF STATION.  TO REACH
 JU2989'FROM STATION, GO DOWN HILL TO MAIN ROAD.  TURN LEFT ON MAIN ROAD
 JU2989'AND GO 0.45 MILE TO CROSS ROAD RESEMBLING CAUSEWAY.  HERE TURN
 JU2989'RIGHT AND GO 0.2 MILE TO MARK ON LEFT, 2 FEET FROM 12-INCH
 JU2989'HACKBERRY TREE.  MARK PROJECTS 6 INCHES, NOTE 11A.
 JU2989'
 JU2989'TO REACH STATION FROM TRAFFIC CIRCLE AT RED LION WHERE STATE
 JU2989'HIGHWAYS 39 AND 40 INTERSECT, GO NORTH ON STATE HIGHWAY 40 FOR
 JU2989'3.1 MILES TO CROSS ROAD AT SIGN RETREAT 2 MILES, HERE TURN LEFT
 JU2989'AND GO 1.3 MILES TO FIRE TOWER SIGN ON LEFT.  TURN LEFT AND GO
 JU2989'0.05 MILE TO Y, TAKE RIGHT FORK AND GO 0.05 MILE TO Y, TAKE LEFT
 JU2989'FORK AND 0.25 MILE TO FIRE TOWER AND STATION SITE.
 JU2989'
 JU2989'A 77-FOOT TOWER WILL CLEAR ALL LINES OBSERVED FROM THIS TOWER.
 JU2989'
 JU2989'REFERENCE MARK NO. 1 IS 88.55 FEET FROM REFERENCE MARK NO. 2.
 JU2989
 JU2989                          STATION RECOVERY (1975)
 JU2989
 JU2989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JU2989'THE STATION SURFACE DISK WAS FOUND DESTROYED.  REFERENCE MARK 2
 JU2989'WAS FOUND DESTROYED.  THE STATION SUB-SURFACE DISK WAS NOT
 JU2989'DISTURBED AND REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.  A
 JU2989'SEARCH WAS MADE FOR THE AZIMUTH MARK AND NO EVIDENCE OF IT WAS
 JU2989'FOUND.  IT IS BELIEVED COVERED WITH FILL IN THE MARSH.  A NEW
 JU2989'STATION SURFACE DISK AND A NEW REFERENCE MARK 3 WERE
 JU2989'ESTABLISHED.  REFERENCE MARK 3 WAS SET IN THE SAME DRILL HOLE
 JU2989'WHICH THE FORMER REFERENCE MARK 2 WAS SET IN.  A LONGER
 JU2989'DISTANCE OF 0.32 FOOT OR 0.075 METER WAS NOTED TO REFERENCE
 JU2989'MARK 1.  THE DISTANCES OBTAINED TO REFERENCE MARK 1 IN 1935 IS
 JU2989'BELIEVED IN ERROR.  THE FEET TO METERS CONVERSION DOES NOT
 JU2989'CHECK.  THE DISTANCE TO THE CENTER OF THE DRILL HOLE
 JU2989'FOUND, WHERE REFERENCE MARK 2 WAS LOCATED, WAS CLOSE TO THE
 JU2989'DISTANCE OBTAINED IN 1935.  DUE TO VERY THICK TIMBER NO
 JU2989'NEW AZIMUTH MARK WAS SET AT THIS DATE.  THERE ARE NO OTHER
 JU2989'OBJECTS VISIBLE FROM THE GROUND.
 JU2989'
 JU2989'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU2989'
 JU2989'THE STATION IS LOCATED ON A LOW HILL ABOUT 8 MILES SOUTHEAST
 JU2989'OF MOUNT HOLLY, 3-1/2 MILES NORTHEAST OF RED LION AND 8 MILES
 JU2989'SOUTHEAST OF LUMBERTON.
 JU2989'
 JU2989'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 206 AND STATE
 JU2989'HIGHWAY 38 WHICH IS ABOUT 4 MILES EAST OF MOUNT HOLLY, GO
 JU2989'SOUTHERLY ON U.S. HIGHWAY 206 FOR 2.8 MILES TO A SIDE ROAD
 JU2989'LEFT.  TURN LEFT AND GO SOUTHEAST AND SOUTH ON A PAVED ROAD FOR
 JU2989'1.9 MILES TO A FORK.  KEEP RIGHT AND CONTINUE SOUTH ON A GRAVELED
 JU2989'ROAD FOR 2.5 MILES TO A SIDE ROAD RIGHT.  TURN SHARP RIGHT AND
 JU2989'GO NORTHERLY ON A BLADED ROAD FOR 0.55 MILE TO A LARGE GREEN
 JU2989'WATER TANK ON THE RIGHT.  TURN RIGHT AND GO EASTERLY ACROSS
 JU2989'COUNTRY FOR 0.15 MILE TO THE TOP OF A LOW TIMBERED HILL AND
 JU2989'THE STATION NEAR THE RUINS OF THE FORMER LOOKOUT TOWER.
 JU2989'
 JU2989'THE STATION MARK IS A STANDARD DISK STAMPED BIG HILL 1935 1975,
 JU2989'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JU2989'2 INCHES.  IT IS 24.4 FEET NORTHWEST OF A LARGE OAK TREE, 23.5
 JU2989'FEET EAST OF THE CENTER OF A DIM WOODS ROAD AND 2.1 FEET WEST OF A
 JU2989'WITNESS POST.  (NOTE 1A7A)
 JU2989'
 JU2989'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BIG HILL NO 1 1935,
 JU2989'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 JU2989'PROJECTS 4 INCHES.  IT IS 62 FEET SOUTH OF THE WITNESS POST, 40
 JU2989'FEET SOUTH OF THE OAK TREE AND 17.6 FEET EAST OF THE CENTER OF
 JU2989'THE WOODS ROAD.  (NOTE 11A)
 JU2989'
 JU2989'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BIG HILL 1935 NO 3
 JU2989'1975, SET IN A DRILL HOLE IN A LARGE CONCRETE FOUNDATION FOR THE
 JU2989'FORMER LOOKOUT TOWER.  IT IS 46.5 FEET WEST OF THE WITNESS POST
 JU2989'AND 19.5 FEET WEST OF THE CENTER OF THE WOODS ROAD.  (NOTE
 JU2989'DESCRIBED)
 JU2989'
 JU2989'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2989'3 MILES SOUTHEAST OF LUMBERTON.
 JU2989
 JU2989                          STATION RECOVERY (1980)
 JU2989
 JU2989'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (GFK)
 JU2989'BIG HILL 1935-1975 RECOVERED IN GOOD CONDITION.
 JU2989'
 JU2989'BIG HILL NO 1 1935 RECOVERED IN GOOD CONDITION.
 JU2989'
 JU2989'BIG HILL 1935 NO. 3 RECOVERED IN GOOD CONDITION.
 JU2989'
 JU2989'CAN NOW BE REACHED THRU ENTRANCE TO LEISURE TOWNE DEVEL., NEWCASTLE
 JU2989'STREET AT RECREATION AREA, WEST SIDE OF TRACT.
 JU2989'
 JU2989'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MI. EAST OF MOUNT
 JU2989'HOLLY.
 JU2989
 JU2989                          STATION RECOVERY (1990)
 JU2989
 JU2989'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 JU2989'THE STATION IS LOCATED IN SOUTHAMPTON TOWNSHIP IN BURLINGTON COUNTY IN
 JU2989'LOOKOUT PARK NATURE CENTER IN THE COMMUNITY OF LEISURETOWN VILLAGE
 JU2989'PHONE 609 859 8001.  IT IS 87 PACES FROM THE END OF AN ASPHALT DRIVE
 JU2989'BUMP.  THE ASPHALT DRIVE IS OPPOSITE HOUSE NUMBER 72 GRAMERCY PLACE,
 JU2989'THE SZENCZI RESIDENCE.  TO REACH THE STATION FROM THE RED LION CIRCLE
 JU2989'AT THE INTERSECTION OF STATE ROUTE 70 AND U.S.  HIGHWAY 206 GO EAST ON
 JU2989'STATE ROUTE 70 FOR 1.80 MI (2.90 KM) TO THE ENTRANCE DRIVE LEADING TO
 JU2989'LEISURETOWN VILLAGE ON THE LEFT.  TURN LEFT ON HUNTINGTON DRIVE TO
 JU2989'GUARD HOUSE.  FROM THE GUARD HOUSE, GO NORTH ON HUNTINGTON DRIVE FOR
 JU2989'0.80 MI (1.29 KM) TO THE JUNCTION WITH KINGSTON WAY ON THE RIGHT. TURN
 JU2989'RIGHT AND GO SOUTHEAST ON KINGSTON WAY FOR 0.15 MI (0.24 KM) TO THE
 JU2989'JUNCTION WITH GRAMERCY PLACE ON THE LEFT.  TURN LEFT AND GO NORTHEAST
 JU2989'ON GRAMERCY PLACE FOR 0.35 MI (0.56 KM) TO THE NATURE CENTER AT
 JU2989'LOOKOUT PARK ON THE LEFT.  THE STATION MARK IS A STANDARD DISK STAMPED
 JU2989'BIG HILL 1935 1975, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 JU2989'PROJECTS 6 INCHES.
 JU2989
 JU2989                          STATION RECOVERY (2002)
 JU2989
 JU2989'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 JU2989'RECOVERED IN GOOD CONDITION.
 JU2989
 JU2989                          STATION RECOVERY (2005)
 JU2989
 JU2989'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU2989'FOUND THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3, ALL
 JU2989'IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.  THE 1990 TO REACH IS
 JU2989'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2803 ***********************************************************************
 JU2803  DESIGNATION -  BIG SHAD
 JU2803  PID         -  JU2803
 JU2803  STATE/COUNTY-  NJ/ATLANTIC
 JU2803  USGS QUAD   -  OCEANVILLE (1989)
 JU2803
 JU2803                         *CURRENT SURVEY CONTROL
 JU2803  ___________________________________________________________________
 JU2803* NAD 83(1996)-  39 27 36.35418(N)    074 23 42.72306(W)     ADJUSTED  
 JU2803* NAVD 88     -         0.8    (meters)       3.     (feet)  GPS OBS   
 JU2803  ___________________________________________________________________
 JU2803  X           -   1,326,440.626 (meters)                     COMP
 JU2803  Y           -  -4,749,240.609 (meters)                     COMP
 JU2803  Z           -   4,031,863.118 (meters)                     COMP
 JU2803  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 JU2803  ELLIP HEIGHT-         -33.16  (meters)          (10/23/02) GPS OBS
 JU2803  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JU2803
 JU2803  HORZ ORDER  -  FIRST
 JU2803  ELLP ORDER  -  FOURTH    CLASS I
 JU2803
 JU2803.The horizontal coordinates were established by GPS observations
 JU2803.and adjusted by the National Geodetic Survey in May 1999..
 JU2803
 JU2803.The orthometric height was determined by GPS observations and a
 JU2803.high-resolution geoid model.
 JU2803
 JU2803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2803
 JU2803.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2803
 JU2803.The ellipsoidal height was determined by GPS observations
 JU2803.and is referenced to NAD 83.
 JU2803
 JU2803.The geoid height was determined by GEOID03.
 JU2803
 JU2803;                    North         East     Units Scale Factor Converg.
 JU2803;SPC NJ       -    69,580.664   159,018.384   MT  0.99990100   +0 03 59.8
 JU2803;SPC NJ       -   228,282.56    521,712.81   sFT  0.99990100   +0 03 59.8
 JU2803;UTM  18      - 4,368,010.744   552,029.943   MT  0.99963333   +0 23 03.8
 JU2803
 JU2803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2803!SPC NJ       -   1.00000520  x   0.99990100  =   0.99990620
 JU2803!UTM  18      -   1.00000520  x   0.99963333  =   0.99963853
 JU2803
 JU2803|---------------------------------------------------------------------|
 JU2803| PID    Reference Object                     Distance      Geod. Az  |
 JU2803|                                                           dddmmss.s |
 JU2803| CB1273 BIG SHAD RM 2                        22.884 METERS 01053     |
 JU2803| JU2797 GRASSY                              APPROX. 2.6 KM 1953745.4 |
 JU2803| CB1272 BIG SHAD RM 1                        20.682 METERS 26027     |
 JU2803|---------------------------------------------------------------------|
 JU2803
 JU2803                          SUPERSEDED SURVEY CONTROL
 JU2803
 JU2803  ELLIP H (05/14/99)  -33.18   (m)                       GP(       ) 4 1
 JU2803  NAD 83(1986)-  39 27 36.35136(N)    074 23 42.72130(W) AD(       ) 1
 JU2803  ELLIP H (03/31/93)  -33.24   (m)                       GP(       ) 3 2
 JU2803  NAD 83(1986)-  39 27 36.34581(N)    074 23 42.71575(W) AD(       ) 3
 JU2803  NAD 27      -  39 27 35.92100(N)    074 23 44.18800(W) AD(       ) 3
 JU2803
 JU2803.Superseded values are not recommended for survey control.
 JU2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2803.See file dsdata.txt to determine how the superseded data were derived.
 JU2803
 JU2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5203068011(NAD 83)
 JU2803_MARKER: DS = TRIANGULATION STATION DISK
 JU2803_SETTING: 0 = UNSPECIFIED SETTING
 JU2803_STAMPING: BIG SHAD C AND N 1935
 JU2803_MARK LOGO: NJBCN 
 JU2803_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2803+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1990
 JU2803
 JU2803  HISTORY     - Date     Condition        Report By
 JU2803  HISTORY     - 1935     MONUMENTED       CGS
 JU2803  HISTORY     - 1935     GOOD             NJBCN
 JU2803  HISTORY     - 1950     GOOD             CGS
 JU2803  HISTORY     - 1962     GOOD             CGS
 JU2803  HISTORY     - 19900824 GOOD             USE
 JU2803
 JU2803                          STATION DESCRIPTION
 JU2803
 JU2803'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2803'STATION IS A STANDARD TRIANGULATION DISK STAMPED BIG SHAD C AND N
 JU2803'1935 SET IN A CONCRETE MONUMENT WHICH STANDS APPROXIMATELY 1
 JU2803'FOOT ABOVE THE GROUND.  STATION IS LOCATED ON NECK OF MARSH LANE
 JU2803'W OF LITTLE BAY.  STATION IS ON W SIDE OF INLAND WATERWAY
 JU2803'OPPOSITE TO SHAD ISLAND.  STATION IS 100.4 METERS FROM HIGH-WATER
 JU2803'LINE AND 175.3 METERS NW OF FLASH BEACON 23.  STATION IS
 JU2803'APPROXIMATELY 150 METERS FROM SMALL SHACK.  ALL MARKS SET ON 2
 JU2803'BY 4-INCH WOODEN PILES.  REFERENCE MARKS ARE STAMPED NO. 1 AND
 JU2803'NO. 2 RESPECTIVELY.
 JU2803
 JU2803                          STATION RECOVERY (1935)
 JU2803
 JU2803'RECOVERY NOTE BY NJ BOARD OF COMMERCE 1935
 JU2803'RECOVERED IN GOOD CONDITION.
 JU2803
 JU2803                          STATION RECOVERY (1950)
 JU2803
 JU2803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2803'THE STATION AND R.M. 1 WERE RECOVERED IN GOOD CONDITION.  R.M. 2
 JU2803'WAS RECOVERED IN FAIR CONDITION.  THE DISTANCES TO THE REFERENCE
 JU2803'MARKS WERE MEASURED WITH A STEEL TAPE AND FOUND TO BE
 JU2803'CORRECT.  FLASH BEACON 23 HAS BEEN REMOVED AND REPLACED BY LIGHT
 JU2803'92 WHICH IS 509.4 FEET (155.22 METERS) FROM THE STATION.  THE
 JU2803'MAGNETIC AZIMUTH FROM LIGHT 92 TO THE STATION IS 320 DEG.  A
 JU2803'WHITE 4- BY 4-INCH POST WAS SET 1.4 METERS N OF THE STATION.
 JU2803'THE STATION MONUMENT IS FLUSH WITH THE GROUND.  THE STATION IS
 JU2803'LOCATED IN ATLANTIC COUNTY AND NOT OCEAN COUNTY.  THE ORIGINAL
 JU2803'DESCRIPTION IS ADEQUATE AND CORRECT EXCEPT AS NOTED
 JU2803'HEREIN.
 JU2803
 JU2803                          STATION RECOVERY (1962)
 JU2803
 JU2803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2803'STATION AND RM 1 WERE RECOVERED IN GOOD CONDITION.  THE MONUMENT
 JU2803'AT RM 2 HAD DISINTEGRATED AND THE DISK WAS PICKED UP.  DREDGES
 JU2803'HAVE PUMPED SOME SPOIL INTO THE AREA, THE STATION MARK WAS 2 INCHES
 JU2803'BELOW THE SURFACE AND RM 1 WAS FLUSH.  DISTANCE AND MAGNETIC
 JU2803'BEARING FROM LIGHT NO. 92 WERE CHECKED.
 JU2803
 JU2803                          STATION RECOVERY (1990)
 JU2803
 JU2803'RECOVERY NOTE BY US ENGINEERS 1990
 JU2803'THE STATION IS LOCATED ON NECK OF MARSH LANE, WEST OF LITTLE BAY, ON
 JU2803'THE WEST SIDE OF THE ATLANTIC INTRACOASTAL WATERWAY OPPOSITE SHAD
 JU2803'ISLAND, ABOUT 100 M (328.1 FT) FROM THE HIGH WATER LINE AND SOUTHEAST
 JU2803'OF A CHANNEL MARKER FL R 38, POSSIBLY FORMERLY KNOWN AS LIGHT 92,
 JU2803'WHICH WAS 155.2 M (509.2 FT) FROM THE STATION. A WHITE 4 BY 4 INCH
 JU2803'POST WAS SET 1.4 M (4.6 FT) NORTH OF THE STATION IN 1950. THE STATION
 JU2803'AND REFERENCE MARKS WERE SET ON 2 BY 4 INCH WOODEN PILINGS AND THE
 JU2803'DISKS SET IN CONCRETE. A BOAT IS NEEDED TO REACH THE STATION AT
 JU2803'ATLANTIC INTRACOASTAL WATERWAY MILE 59.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5320 ***********************************************************************
 KV5320  DESIGNATION -  BISSETT
 KV5320  PID         -  KV5320
 KV5320  STATE/COUNTY-  NJ/MIDDLESEX
 KV5320  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5320
 KV5320                         *CURRENT SURVEY CONTROL
 KV5320  ___________________________________________________________________
 KV5320* NAD 83(1996)-  40 26 21.98427(N)    074 22 16.71757(W)     ADJUSTED  
 KV5320* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 KV5320  ___________________________________________________________________
 KV5320  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 KV5320  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KV5320
 KV5320  HORZ ORDER  -  SECOND
 KV5320
 KV5320.The horizontal coordinates were established by classical geodetic methods
 KV5320.and adjusted by the National Geodetic Survey in September 1999..
 KV5320
 KV5320.The orthometric height was scaled from a topographic map.
 KV5320
 KV5320.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5320
 KV5320.The geoid height was determined by GEOID03.
 KV5320
 KV5320;                    North         East     Units Scale Factor Converg.
 KV5320;SPC NJ       -   178,312.406   160,917.440   MT  0.99990147   +0 05 00.5
 KV5320;SPC NJ       -   585,013.29    527,943.30   sFT  0.99990147   +0 05 00.5
 KV5320;UTM  18      - 4,476,722.376   553,319.337   MT  0.99963499   +0 24 28.1
 KV5320
 KV5320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5320!SPC NJ       -   0.99999780  x   0.99990147  =   0.99989927
 KV5320!UTM  18      -   0.99999780  x   0.99963499  =   0.99963279
 KV5320
 KV5320|---------------------------------------------------------------------|
 KV5320| PID    Reference Object                     Distance      Geod. Az  |
 KV5320|                                                           dddmmss.s |
 KV5320| CB5705 BISSETT RM 1                         14.190 METERS 05133     |
 KV5320| KV5347 PARLIN HERCULES POWDER TOWER        APPROX. 3.0 KM 0634321.2 |
 KV5320| KV5321 NEW BRUNSWICK CONCRETE CO STK       APPROX. 0.8 KM 0850817.5 |
 KV5320| KV5399 OLD BRIDGE PARAGON BRICK E STK      APPROX. 2.1 KM 1025841.2 |
 KV5320| KV5398 OLD BRIDGE PARAGON BRICK W STK      APPROX. 2.1 KM 1030215.4 |
 KV5320| KV5359 OLD BRIDGE WATER WKS TALL STK       APPROX. 3.2 KM 1172645.2 |
 KV5320| KV5358 OLD BRIDGE WATER WKS SMALL STK      APPROX. 3.2 KM 1174138.1 |
 KV5320| KV5351 OLD BRIDGE EASTERN PROD STACK       APPROX. 2.1 KM 1383132.7 |
 KV5320| KV5395 OLD BRIDGE TILE CO SQ STACK         APPROX. 2.5 KM 1525304.4 |
 KV5320| KV5392 OLD BRIDGE                          APPROX. 2.6 KM 1544504.3 |
 KV5320| CB5706 BISSETT RM 2                         12.592 METERS 26205     |
 KV5320|---------------------------------------------------------------------|
 KV5320
 KV5320                          SUPERSEDED SURVEY CONTROL
 KV5320
 KV5320  NAD 83(1996)-  40 26 21.98336(N)    074 22 16.71884(W) AD(       ) 2
 KV5320  NAD 83(1986)-  40 26 21.98417(N)    074 22 16.71863(W) AD(       ) 2
 KV5320  NAD 27      -  40 26 21.60600(N)    074 22 18.18300(W) AD(       ) 2
 KV5320
 KV5320.Superseded values are not recommended for survey control.
 KV5320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5320.See file dsdata.txt to determine how the superseded data were derived.
 KV5320
 KV5320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5331976722(NAD 83)
 KV5320_MARKER: DS = TRIANGULATION STATION DISK
 KV5320_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV5320_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5320
 KV5320  HISTORY     - Date     Condition        Report By
 KV5320  HISTORY     - 1934     MONUMENTED       CGS
 KV5320  HISTORY     - 1954     SEE DESCRIPTION  USGS
 KV5320
 KV5320                          STATION DESCRIPTION
 KV5320
 KV5320'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5320'STATION IS LOCATED ON THE NE END OF THE FIRST RIDGE S OF TOWN
 KV5320'OF S RIVER, ON THE HIGHEST AND MOST PROMINENT KNOLL (THICKLY
 KV5320'COVERED BY SMALL TREES AND UNDERBRUSH) ON THE PROPERTY OWNED
 KV5320'BY GEORGE E. BISSETT (ICE AND COAL DEALER) OF S RIVER.
 KV5320'
 KV5320'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A TILE.
 KV5320'
 KV5320'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 KV5320'
 KV5320'REFERENCE MARK NO.1 IS NE OF THE STATION JUST OFF TOP OF
 KV5320'KNOLL AMONG SMALL TREES AND BUSHES.
 KV5320'
 KV5320'REFERENCE MARK NO.2 IS W OF STATION ON HIGHEST POINT OF KNOLL
 KV5320'AMONG SMALL TREES AND BUSHES.
 KV5320'
 KV5320'REACHED FROM S RIVER AS FOLLOWS--FOLLOW RIVER ROAD (DIRT)
 KV5320'LEADING TO OLD BRIDGE 2 MILES TO FIRST DIRT ROAD LEADING W UP THE
 KV5320'HILL (JUST BEYOND ASH AND GARBAGE DUMP).  FOLLOW THIS TO TIP OF
 KV5320'RIDGE WHERE IT INTERSECTS ANOTHER DIRT ROAD RUNNING NW AND SE,
 KV5320'AND LANE RUNNING NNE.  TAKE THIS LANE TO TOP OF KNOLL AND STATION
 KV5320'IT BEING NECESSARY AT TIMES TO CLEAR BRUSH AND SMALL TREES TO
 KV5320'PERMIT PASSAGE OF TRUCK.
 KV5320'
 KV5320'A 15-FOOT SIGNAL WAS NECESSARY TO SEE ALL STATIONS.
 KV5320
 KV5320                          STATION RECOVERY (1954)
 KV5320
 KV5320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KV5320'STATION DESTROYED.  CONCRETE POST WAS TURNED OVER AND TABLET GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5324 ***********************************************************************
 KV5324  DESIGNATION -  BISSETT USE 1934
 KV5324  PID         -  KV5324
 KV5324  STATE/COUNTY-  NJ/MIDDLESEX
 KV5324  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5324
 KV5324                         *CURRENT SURVEY CONTROL
 KV5324  ___________________________________________________________________
 KV5324* NAD 83(1996)-  40 26 19.47955(N)    074 21 36.73258(W)     ADJUSTED  
 KV5324* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5324  ___________________________________________________________________
 KV5324  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 KV5324  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KV5324
 KV5324  HORZ ORDER  -  SECOND
 KV5324
 KV5324.The horizontal coordinates were established by classical geodetic methods
 KV5324.and adjusted by the National Geodetic Survey in September 1999..
 KV5324
 KV5324.The orthometric height was scaled from a topographic map.
 KV5324
 KV5324.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5324
 KV5324.The geoid height was determined by GEOID03.
 KV5324
 KV5324;                    North         East     Units Scale Factor Converg.
 KV5324;SPC NJ       -   178,236.587   161,859.825   MT  0.99990173   +0 05 26.4
 KV5324;SPC NJ       -   584,764.54    531,035.11   sFT  0.99990173   +0 05 26.4
 KV5324;UTM  18      - 4,476,651.911   554,261.885   MT  0.99963624   +0 24 54.0
 KV5324
 KV5324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5324!SPC NJ       -   1.00000470  x   0.99990173  =   0.99990643
 KV5324!UTM  18      -   1.00000470  x   0.99963624  =   0.99964094
 KV5324
 KV5324                          SUPERSEDED SURVEY CONTROL
 KV5324
 KV5324  NAD 83(1996)-  40 26 19.47860(N)    074 21 36.73371(W) AD(       ) 2
 KV5324  NAD 83(1986)-  40 26 19.47938(N)    074 21 36.73328(W) AD(       ) 2
 KV5324  NAD 27      -  40 26 19.10400(N)    074 21 38.20400(W) AD(       ) 2
 KV5324
 KV5324.Superseded values are not recommended for survey control.
 KV5324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5324.See file dsdata.txt to determine how the superseded data were derived.
 KV5324
 KV5324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5426276652(NAD 83)
 KV5324_MARKER: Z = SEE DESCRIPTION
 KV5324_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KV5324_SP_SET: OBJECT DRIVEN INTO GROUND
 KV5324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5324
 KV5324  HISTORY     - Date     Condition        Report By
 KV5324  HISTORY     - 1934     MONUMENTED       USE
 KV5324
 KV5324                          STATION DESCRIPTION
 KV5324
 KV5324'DESCRIBED BY US ENGINEERS 1934 (ERM)
 KV5324'NO DESCRIPTION OR INFORMATION AVAILABLE BY U.S.E.  STATION IS IN
 KV5324'VERY POOR CONDITION, AND WAS NOT RE-MARKED.  STATION BANK IS W
 KV5324'OF THIS STATION AND A DIRECT TIE WAS MADE FROM BANK TO THIS
 KV5324'STATION.  STATION MARK IS A 1/2 INCH IRON PIPE DRIVEN FLUSH WITH
 KV5324'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7224 ***********************************************************************
 AA7224  DESIGNATION -  BIVALVE
 AA7224  PID         -  AA7224
 AA7224  STATE/COUNTY-  NJ/CUMBERLAND
 AA7224  USGS QUAD   -  PORT NORRIS (1992)
 AA7224
 AA7224                         *CURRENT SURVEY CONTROL
 AA7224  ___________________________________________________________________
 AA7224* NAD 83(1996)-  39 14 04.48670(N)    075 01 55.76321(W)     ADJUSTED  
 AA7224* NAVD 88     -         1.062  (meters)       3.48   (feet)  ADJUSTED  
 AA7224  ___________________________________________________________________
 AA7224  X           -   1,277,662.468 (meters)                     COMP
 AA7224  Y           -  -4,779,028.282 (meters)                     COMP
 AA7224  Z           -   4,012,501.105 (meters)                     COMP
 AA7224  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AA7224  ELLIP HEIGHT-         -33.41  (meters)          (10/23/02) GPS OBS
 AA7224  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 AA7224  DYNAMIC HT  -           1.061 (meters)       3.48  (feet)  COMP
 AA7224  MODELED GRAV-     980,094.5   (mgal)                       NAVD 88
 AA7224
 AA7224  HORZ ORDER  -  FIRST
 AA7224  VERT ORDER  -  FIRST     CLASS II
 AA7224  ELLP ORDER  -  FOURTH    CLASS I
 AA7224
 AA7224.The horizontal coordinates were established by GPS observations
 AA7224.and adjusted by the National Geodetic Survey in May 1999..
 AA7224
 AA7224.The orthometric height was determined by differential leveling
 AA7224.and adjusted by the National Geodetic Survey in March 2001..
 AA7224.No vertical observational check was made to the station.
 AA7224
 AA7224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7224
 AA7224.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7224
 AA7224.The ellipsoidal height was determined by GPS observations
 AA7224.and is referenced to NAD 83.
 AA7224
 AA7224.The geoid height was determined by GEOID03.
 AA7224
 AA7224.The dynamic height is computed by dividing the NAVD 88
 AA7224.geopotential number by the normal gravity value computed on the
 AA7224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7224.degrees latitude (g = 980.6199 gals.).
 AA7224
 AA7224.The modeled gravity was interpolated from observed gravity values.
 AA7224
 AA7224;                    North         East     Units Scale Factor Converg.
 AA7224;SPC NJ       -    44,675.303   104,058.266   MT  0.99992598   -0 20 11.7
 AA7224;SPC NJ       -   146,572.22    341,397.83   sFT  0.99992598   -0 20 11.7
 AA7224;UTM  18      - 4,342,809.155   497,224.734   MT  0.99960009   -0 01 13.2
 AA7224
 AA7224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7224!SPC NJ       -   1.00000524  x   0.99992598  =   0.99993122
 AA7224!UTM  18      -   1.00000524  x   0.99960009  =   0.99960533
 AA7224
 AA7224                          SUPERSEDED SURVEY CONTROL
 AA7224
 AA7224  ELLIP H (05/14/99)  -33.42   (m)                       GP(       ) 4 1
 AA7224  NAD 83(1992)-  39 14 04.48628(N)    075 01 55.76276(W) AD(       ) 1
 AA7224  ELLIP H (08/04/95)  -33.47   (m)                       GP(       ) 3 1
 AA7224
 AA7224.Superseded values are not recommended for survey control.
 AA7224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7224.See file dsdata.txt to determine how the superseded data were derived.
 AA7224
 AA7224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9722542809(NAD 83)
 AA7224_MARKER: DD = SURVEY DISK
 AA7224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7224_STAMPING: 6-B1 1992 BIVALVE
 AA7224_MARK LOGO: NJSFC 
 AA7224_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7224+STABILITY: SURFACE MOTION
 AA7224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7224+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1998
 AA7224
 AA7224  HISTORY     - Date     Condition        Report By
 AA7224  HISTORY     - 1992     MONUMENTED       NJSFC
 AA7224  HISTORY     - 19940802 GOOD             NJGS
 AA7224  HISTORY     - 19980218 GOOD             NJGS
 AA7224  HISTORY     - 20041022 POOR             USGS
 AA7224
 AA7224                          STATION DESCRIPTION
 AA7224
 AA7224'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 AA7224'THE STATION IS LOCATED IN COMMERCIAL TOWNSHIP IN BIVALVE ON THE EAST
 AA7224'SIDE OF CHESTER AVENUE ON THE GROUNDS OF THE NEW JERSEY DEPARTMENT OF
 AA7224'AGRICULTURE EXPERIMENT STATION, RUTGERS UNIVERSITY SHELLFISH RESEARCH
 AA7224'LABORATORY.  PERMISSION TO OCCUPY THE STATION SHOULD BE OBTAINED FROM
 AA7224'MR. ROYCE REED, STATE RANGER, PHONE 609 785 0730.  TO REACH THE
 AA7224'STATION FROM THE JUNCTION OF STATE ROUTE 47 AND THE SOUTHERN TERMINUS
 AA7224'OF STATE ROUTE 55 AT MILEPOINT 20, GO 2.9 MI (4.7 KM) SOUTH ON STATE
 AA7224'ROUTE 47 TO THE JUNCTION WITH STATE ROUTE 347 AT A LEFT WYE TURN.
 AA7224'CONTINUE SOUTH ON STATE ROUTE 47 FOR 0.15 MI (0.24 KM) TO THE JUNCTION
 AA7224'WITH COUNTY ROAD 670.  TURN RIGHT AND GO 1.5 MI (2.4 KM) WEST ON
 AA7224'COUNTY ROAD 670 TO THE JUNCTION WITH BUCKSHUTEM ROAD AT A BLINKING
 AA7224'YELLOW TRAFFIC LIGHT.  CONTINUE WEST AND SOUTH ON COUNTY ROAD 649
 AA7224'TOWARD PORT NORRIS FOR 1.95 MI (3.14 KM) TO A TEE JUNCTION. TURN LEFT
 AA7224'AND CONTINUE TOWARD PORT NORRIS FOR 2.6 MI (4.2 KM) TO THE TEE
 AA7224'JUNCTION WITH COUNTY ROAD 553 IN PORT NORRIS.  TURN RIGHT AND GO 0.05
 AA7224'MI (0.08 KM) NORTHWEST ON COUNTY ROAD 553 TO THE INTERSECTION WITH
 AA7224'MEMORIAL DRIVE.  TURN LEFT AND GO 0.6 MI (1.0 KM) SOUTH ON MEMORIAL
 AA7224'DRIVE TO THE JUNCTION WITH MILLER AVENUE.  TURN RIGHT AND GO 0.15 MI
 AA7224'(0.24 KM) TO THE RESEARCH LAB AND THE STATION AHEAD.  THE STATION IS
 AA7224'IN THE NORTHWEST CORNER OF THE PARKING LOT.  THE STATION IS 47.5 FT
 AA7224'(14.5 M) EAST FROM POLE NUMBER B56314, 24.0 FT (7.3 M) EAST FROM THE
 AA7224'CENTERLINE OF THE ENTRANCE DRIVE LEADING INTO THE PARKING LOT, 83.6 FT
 AA7224'(25.5 M) NORTHWEST FROM THE NORTHWEST CORNER OF THE WEST ADDITION OF
 AA7224'THE RESEARCH BUILDING AND 3.0 FT (0.9 M) EAST FROM AN ANGLE POINT IN A
 AA7224'WOODEN GUIDE RAIL.
 AA7224
 AA7224                          STATION RECOVERY (1998)
 AA7224
 AA7224'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (JVS)
 AA7224'RECOVERED AS DESCRIBED.
 AA7224
 AA7224                          STATION RECOVERY (2004)
 AA7224
 AA7224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (PBR)
 AA7224'MONUMENT HAS HEAVED TO WEST, ELEVATION UNCHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2924 ***********************************************************************
 JU2924  DESIGNATION -  BLACK
 JU2924  PID         -  JU2924
 JU2924  STATE/COUNTY-  NJ/CAPE MAY
 JU2924  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2924
 JU2924                         *CURRENT SURVEY CONTROL
 JU2924  ___________________________________________________________________
 JU2924* NAD 83(1996)-  39 14 37.64256(N)    074 38 19.23328(W)     ADJUSTED  
 JU2924* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2924  ___________________________________________________________________
 JU2924  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 JU2924  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 JU2924
 JU2924  HORZ ORDER  -  THIRD
 JU2924
 JU2924.The horizontal coordinates were established by classical geodetic methods
 JU2924.and adjusted by the National Geodetic Survey in September 1999..
 JU2924
 JU2924.The orthometric height was scaled from a topographic map.
 JU2924
 JU2924.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2924
 JU2924.The geoid height was determined by GEOID03.
 JU2924
 JU2924;                    North         East     Units Scale Factor Converg.
 JU2924;SPC NJ       -    45,571.910   138,029.532   MT  0.99990176   -0 05 15.8
 JU2924;SPC NJ       -   149,513.84    452,851.89   sFT  0.99990176   -0 05 15.8
 JU2924;UTM  18      - 4,343,892.941   531,180.077   MT  0.99961197   +0 13 42.9
 JU2924
 JU2924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2924!SPC NJ       -   1.00000534  x   0.99990176  =   0.99990710
 JU2924!UTM  18      -   1.00000534  x   0.99961197  =   0.99961731
 JU2924
 JU2924|---------------------------------------------------------------------|
 JU2924| PID    Reference Object                     Distance      Geod. Az  |
 JU2924|                                                           dddmmss.s |
 JU2924| CB1274 BLACK RM 1                           14.468 METERS 02405     |
 JU2924| JU2867 PECK                                APPROX. 1.9 KM 3541551.2 |
 JU2924|---------------------------------------------------------------------|
 JU2924
 JU2924                          SUPERSEDED SURVEY CONTROL
 JU2924
 JU2924  NAD 83(1986)-  39 14 37.62356(N)    074 38 19.23424(W) AD(       ) 3
 JU2924  NAD 27      -  39 14 37.21100(N)    074 38 20.66400(W) AD(       ) 3
 JU2924
 JU2924.Superseded values are not recommended for survey control.
 JU2924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2924.See file dsdata.txt to determine how the superseded data were derived.
 JU2924
 JU2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3118043893(NAD 83)
 JU2924_MARKER: DS = TRIANGULATION STATION DISK
 JU2924_SETTING: 0 = UNSPECIFIED SETTING
 JU2924
 JU2924  HISTORY     - Date     Condition        Report By
 JU2924  HISTORY     - 1936     MONUMENTED       CGS
 JU2924  HISTORY     - 1950     GOOD             CGS
 JU2924  HISTORY     - 1971     GOOD             NGS
 JU2924
 JU2924                          STATION DESCRIPTION
 JU2924
 JU2924'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2924'LOCATED ON THE INLAND WATERWAY ABOUT 1 MILE W OF PECK BEACH, ABOUT
 JU2924'MIDWAY BETWEEN THE HIGHWAY BRIDGE AND A.C.R.R. BRIDGE, AND ON
 JU2924'SOUTHERN TIP OF BLACKMAN ISLAND.
 JU2924'
 JU2924'THE STATION IS 48 FEET INSHORE FROM THE PRESENT BOAT CHANNEL
 JU2924'AND 70 FEET NE OF A SMALL CREEK THAT BOUNDS BLACKMAN ISLAND ON THE
 JU2924'W.  STATION IS MARKED BY A STANDARD DISK STAMPED BLACK - 1936 SET
 JU2924'IN TOP OF AN 8-INCH CONCRETE FILLED TILE WHICH PROJECTS 12 INCHES
 JU2924'ABOVE GROUND.
 JU2924'
 JU2924'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED NO.1 - BLACK - 1936
 JU2924'SET IN TOP OF AN 8-INCH CONCRETE FILLED TILE WHICH PROJECTS 6
 JU2924'INCHES ABOVE GROUND.
 JU2924
 JU2924                          STATION RECOVERY (1950)
 JU2924
 JU2924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2924'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU2924'DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH A STEEL TAPE AND
 JU2924'FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE AND
 JU2924'CORRECT WITH THE FOLLOWING EXCEPTION--THE STATION IS 38.0 FEET
 JU2924'INSHORE FROM THE PRESENT BOAT CHANNEL.
 JU2924
 JU2924                          STATION RECOVERY (1971)
 JU2924
 JU2924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU2924'THE STATION MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 JU2924'REFERENCE MARK WAS NOT FOUND.
 JU2924'
 JU2924'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2924'2.7 MILES N OF STRATHMERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5854 ***********************************************************************
 KV5854  DESIGNATION -  BLAIRSTOWN 1
 KV5854  PID         -  KV5854
 KV5854  STATE/COUNTY-  NJ/WARREN
 KV5854  USGS QUAD   -  BLAIRSTOWN (1971)
 KV5854
 KV5854                         *CURRENT SURVEY CONTROL
 KV5854  ___________________________________________________________________
 KV5854* NAD 83(1996)-  40 58 13.21579(N)    074 59 48.93541(W)     ADJUSTED  
 KV5854* NAVD 88     -       112.7    (meters)     370.     (feet)  GPS OBS   
 KV5854  ___________________________________________________________________
 KV5854  X           -   1,248,485.375 (meters)                     COMP
 KV5854  Y           -  -4,658,411.278 (meters)                     COMP
 KV5854  Z           -   4,159,988.708 (meters)                     COMP
 KV5854  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 KV5854  ELLIP HEIGHT-          79.55  (meters)          (10/23/02) GPS OBS
 KV5854  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KV5854
 KV5854  HORZ ORDER  -  FIRST
 KV5854  ELLP ORDER  -  FOURTH    CLASS I
 KV5854
 KV5854.This mark is at Blairstown Airport (1N7)
 KV5854
 KV5854.The horizontal coordinates were established by GPS observations
 KV5854.and adjusted by the National Geodetic Survey in May 1999..
 KV5854
 KV5854.The orthometric height was determined by GPS observations and a
 KV5854.high-resolution geoid model.
 KV5854
 KV5854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5854
 KV5854.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5854
 KV5854.The ellipsoidal height was determined by GPS observations
 KV5854.and is referenced to NAD 83.
 KV5854
 KV5854.The geoid height was determined by GEOID03.
 KV5854
 KV5854;                    North         East     Units Scale Factor Converg.
 KV5854;SPC NJ       -   237,372.709   108,176.367   MT  0.99992152   -0 19 33.0
 KV5854;SPC NJ       -   778,780.30    354,908.63   sFT  0.99992152   -0 19 33.0
 KV5854;UTM  18      - 4,535,464.280   500,258.602   MT  0.99960000   +0 00 07.3
 KV5854
 KV5854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5854!SPC NJ       -   0.99998752  x   0.99992152  =   0.99990904
 KV5854!UTM  18      -   0.99998752  x   0.99960000  =   0.99958753
 KV5854
 KV5854:                Primary Azimuth Mark                     Grid Az
 KV5854:SPC NJ       -  BLAIRSTOWN 2                             250 47 25.0
 KV5854:UTM  18      -  BLAIRSTOWN 2                             250 27 44.7
 KV5854
 KV5854|---------------------------------------------------------------------|
 KV5854| PID    Reference Object                     Distance      Geod. Az  |
 KV5854|                                                           dddmmss.s |
 KV5854| KV5855 BLAIRSTOWN 2                        470.204 METERS 2502752.0 |
 KV5854|---------------------------------------------------------------------|
 KV5854
 KV5854                          SUPERSEDED SURVEY CONTROL
 KV5854
 KV5854  ELLIP H (05/14/99)   79.54   (m)                       GP(       ) 4 1
 KV5854  NAD 83(1986)-  40 58 13.21508(N)    074 59 48.93632(W) AD(       ) 1
 KV5854  NAD 83(1986)-  40 58 13.21597(N)    074 59 48.93910(W) AD(       ) 3
 KV5854  NAD 27      -  40 58 12.86761(N)    074 59 50.32495(W) AD(       ) 3
 KV5854  NGVD 29 (05/20/88)  112.9    (m)          370.     (f) GPS OBS        
 KV5854
 KV5854.Superseded values are not recommended for survey control.
 KV5854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5854.See file dsdata.txt to determine how the superseded data were derived.
 KV5854
 KV5854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0025935464(NAD 83)
 KV5854_MARKER: I = METAL ROD
 KV5854_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5854_SP_SET: STAINLESS STEEL ROD
 KV5854_STAMPING: BLAIRSTOWN 1 1987
 KV5854_MARK LOGO: NGS   
 KV5854_PROJECTION: RECESSED 10 CENTIMETERS
 KV5854_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5854+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1993
 KV5854_ROD/PIPE-DEPTH: 18.1 meters
 KV5854
 KV5854  HISTORY     - Date     Condition        Report By
 KV5854  HISTORY     - 1987     MONUMENTED       AEROS
 KV5854  HISTORY     - 1987     GOOD             AEROS
 KV5854  HISTORY     - 19930924 GOOD             NJGS
 KV5854  HISTORY     - 19950909 GOOD             USPSQD
 KV5854
 KV5854                          STATION DESCRIPTION
 KV5854
 KV5854'DESCRIBED BY AERO SERVICE CORPORATION 1987 (PCO)
 KV5854'THE STATION IS LOCATED ABOUT 3.70 KM (2.3 MI)
 KV5854'WEST OF BLAIRSTOWN,
 KV5854'8.21 KM (5.1 MI) NORTHWEST OF SILVER LAKE,
 KV5854'9.66 KM (6.0 MI) NORTHEAST OF COLUMBIA, WITHIN THE BOUNDARY OF THE
 KV5854'BLAIRSTOWN AIRPORT.
 KV5854'OWNERSHIP--STEVE PARKER, MANAGER, RD 2, BOX 101, BLAIRSTOWN, NEW
 KV5854'JERSEY 07825.
 KV5854'
 KV5854'TO REACH THE STATION FROM THE U.S. POST OFFICE IN THE TOWN OF
 KV5854'BLAIRSTOWN ON MAIN STREET, GO EAST FOR 0.32 KM (0.2 MI) ON MAIN
 KV5854'STREET TO THE INTERSECTION OF BRIDGE STREET.
 KV5854'TURN RIGHT AND GO SOUTH FOR 0.24 KM (0.15 MI) ON BRIDGE STREET TO
 KV5854'THE INTERSECTION OF STATE HIGHWAY 94.
 KV5854'TURN LEFT AND GO EAST FOR 0.40 KM (0.25 MI) ON STATE HIGHWAY 94  TO
 KV5854'A REVERSE (Y) INTERSECTION AT COUNTY ROAD 616.  TURN SHARP RIGHT
 KV5854'AND GO WEST FOR 0.24 KM (0.15 MI) ON COUNTY ROAD 616 TO A (Y)
 KV5854'INTERSECTION AT COUNTY ROAD 607.
 KV5854'FOLLOW THE RIGHT FORK AND GO WEST FOR 1.69 KM (1.05 MI) ON COUNTY
 KV5854'ROAD 616 TO THE INTERSECTION OF AIRPORT ROAD.
 KV5854'TURN RIGHT AND GO WEST-NORTHWEST FOR 1.13 KM (0.7 MI) ON AIRPORT
 KV5854'ROAD TO THE INTERSECTION OF LAMBERT ROAD.
 KV5854'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.29 KM (0.18 MI) ON
 KV5854'AIRPORT ROAD TO THE BLAIRSTOWN AIRPORT OFFICE AND THE STATION WHICH
 KV5854'IS LOCATED ABOUT 76 METERS (250 FT) NORTH FROM THE CENTER OF THE
 KV5854'OFFICE.
 KV5854'
 KV5854'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KV5854'FLANGE WITH ACCESS COVER IS STAMPED---BLAIRSTOWN 1 1987---, AND IS
 KV5854'SET FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KV5854'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 18.14 METERS (59.5 FT),
 KV5854'AND IS RECESSED 10 CM BELOW THE GROUND.  LOCATED 13.72
 KV5854'METERS (45.0 FT) WEST FROM THE CENTER OF A TAXIWAY TO THE RUNWAY,
 KV5854'5.88 METERS (19.3 FT) NORTH FROM THE BASE OF A WIND (T), AND 0.98
 KV5854'METERS (3.2 FT) NORTH FROM THE NORTH EDGE OF A BRICK CIRCLE FILLED
 KV5854'WITH GRAVEL AROUND THE WIND (T).
 KV5854
 KV5854                          STATION RECOVERY (1987)
 KV5854
 KV5854'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 KV5854'RECOVERED IN GOOD CONDITION.
 KV5854
 KV5854                          STATION RECOVERY (1993)
 KV5854
 KV5854'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV5854'THE STATION IS LOCATED ABOUT 2.3 MI (3.7 KM) WEST OF BLAIRSTOWN, 5.1
 KV5854'MI (8.2 KM) NORTHWEST FROM SILVER LAKE, 6.0 MI (9.7 KM) NORTHEAST
 KV5854'FROM COLUMBIA AND WITHIN THE BOUNDARY OF THE BLAIRSTOWN AIRPORT.
 KV5854'PERMISSION TO OCCUPY THE STATION SHOULD BE OBTAINED FROM MR. STEVE
 KV5854'PARKER, OWNER, RD 2 BOX 101, BLAIRSTOWN, NEW JERSEY 07825,  PHONE
 KV5854'201 687 1755.  THE AIRPORT MANAGER IS MR. DAVE HACKETT,  PHONE 201
 KV5854'362 8311.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 94
 KV5854'AND LAMBERT STREET AT A TRAFFIC LIGHT AND AIRPORT SIGN, GO SOUTH ON
 KV5854'LAMBERT STREET FOR 0.72 MI (1.16 KM) TO THE AIRPORT ENTRANCE ROAD ON
 KV5854'THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON THE ENTRANCE ROAD FOR 0.20
 KV5854'MI (0.32 KM) TO THE AIRPORT OFFICE AND THE STATION ON THE LEFT, ABOUT
 KV5854'250 FT (76.2 M) NORTH FROM THE CENTER OF THE OFFICE.  THE STATION IS
 KV5854'45.O FT WEST FROM THE CENTER OF A TAXIWAY LEADING TO THE RUNWAY, 19.3
 KV5854'FT (5.9 M) NORTH FROM THE BASE OF A WIND TEE, 31.0 M (101.7 FT)
 KV5854'NORTHEAST FROM A WINDSOCK AND 17.5 M (57.4 FT) WEST NORTHWEST FROM THE
 KV5854'WEST EDGE OF THE PAVING OF A NORTH SOUTH TAXIWAY.  THE STATION IS A
 KV5854'STANDARD NGS THREE DIMENSIONAL MARK. THE LOGO FLANGE AND ACCESS COVER
 KV5854'IS STAMPED, BLAIRSTOWN 1 1987, AND IS SET FLUSH WITH THE GROUND.  THE
 KV5854'STATION IS A NINE SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD DRIVEN
 KV5854'TO A DEPTH OF 18.14 M (59.51 FT) AND IS RECESSED 10 CM BELOW THE
 KV5854'GROUND.
 KV5854
 KV5854                          STATION RECOVERY (1995)
 KV5854
 KV5854'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5855 ***********************************************************************
 KV5855  DESIGNATION -  BLAIRSTOWN 2
 KV5855  PID         -  KV5855
 KV5855  STATE/COUNTY-  NJ/WARREN
 KV5855  USGS QUAD   -  PORTLAND (1997)
 KV5855
 KV5855                         *CURRENT SURVEY CONTROL
 KV5855  ___________________________________________________________________
 KV5855* NAD 83(1996)-  40 58 08.11838(N)    075 00 07.88754(W)     ADJUSTED  
 KV5855* NAVD 88     -       111.5    (meters)     366.     (feet)  GPS OBS   
 KV5855  ___________________________________________________________________
 KV5855  X           -   1,248,083.793 (meters)                     COMP
 KV5855  Y           -  -4,658,624.701 (meters)                     COMP
 KV5855  Z           -   4,159,869.203 (meters)                     COMP
 KV5855  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 KV5855  ELLIP HEIGHT-          78.37  (meters)          (10/23/02) GPS OBS
 KV5855  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KV5855
 KV5855  HORZ ORDER  -  FIRST
 KV5855  ELLP ORDER  -  FOURTH    CLASS I
 KV5855
 KV5855.This mark is at Blairstown Airport (1N7)
 KV5855
 KV5855.The horizontal coordinates were established by GPS observations
 KV5855.and adjusted by the National Geodetic Survey in May 1999..
 KV5855
 KV5855.The orthometric height was determined by GPS observations and a
 KV5855.high-resolution geoid model.
 KV5855
 KV5855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5855
 KV5855.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5855
 KV5855.The ellipsoidal height was determined by GPS observations
 KV5855.and is referenced to NAD 83.
 KV5855
 KV5855.The geoid height was determined by GEOID03.
 KV5855
 KV5855;                    North         East     Units Scale Factor Converg.
 KV5855;SPC NJ       -   237,218.012   107,732.379   MT  0.99992198   -0 19 45.4
 KV5855;SPC NJ       -   778,272.76    353,451.98   sFT  0.99992198   -0 19 45.4
 KV5855;UTM  18      - 4,535,307.095   499,815.648   MT  0.99960000   -0 00 05.2
 KV5855
 KV5855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5855!SPC NJ       -   0.99998771  x   0.99992198  =   0.99990969
 KV5855!UTM  18      -   0.99998771  x   0.99960000  =   0.99958771
 KV5855
 KV5855:                Primary Azimuth Mark                     Grid Az
 KV5855:SPC NJ       -  BLAIRSTOWN 1                             070 47 24.9
 KV5855:UTM  18      -  BLAIRSTOWN 1                             070 27 44.7
 KV5855
 KV5855|---------------------------------------------------------------------|
 KV5855| PID    Reference Object                     Distance      Geod. Az  |
 KV5855|                                                           dddmmss.s |
 KV5855| KV5854 BLAIRSTOWN 1                        470.204 METERS 0702739.5 |
 KV5855|---------------------------------------------------------------------|
 KV5855
 KV5855                          SUPERSEDED SURVEY CONTROL
 KV5855
 KV5855  ELLIP H (05/14/99)   78.36   (m)                       GP(       ) 4 1
 KV5855  NAD 83(1986)-  40 58 08.11767(N)    075 00 07.88845(W) AD(       ) 1
 KV5855  NAD 83(1986)-  40 58 08.11830(N)    075 00 07.89124(W) AD(       ) 3
 KV5855  NAD 27      -  40 58 07.76986(N)    075 00 09.27655(W) AD(       ) 3
 KV5855  NGVD 29 (05/20/88)  111.7    (m)          366.     (f) GPS OBS        
 KV5855
 KV5855.Superseded values are not recommended for survey control.
 KV5855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5855.See file dsdata.txt to determine how the superseded data were derived.
 KV5855
 KV5855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9981635307(NAD 83)
 KV5855_MARKER: I = METAL ROD
 KV5855_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5855_SP_SET: STAINLESS STEEL ROD
 KV5855_STAMPING: BLAIRSTOWN 2 1987
 KV5855_MARK LOGO: NGS   
 KV5855_PROJECTION: FLUSH
 KV5855_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5855+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1993
 KV5855_ROD/PIPE-DEPTH: 15.2 meters
 KV5855_SLEEVE-DEPTH  : 0.91 meters
 KV5855
 KV5855  HISTORY     - Date     Condition        Report By
 KV5855  HISTORY     - 1987     MONUMENTED       AEROS
 KV5855  HISTORY     - 1987     GOOD             AEROS
 KV5855  HISTORY     - 19901113 GOOD             NGS
 KV5855  HISTORY     - 19930924 GOOD             NJGS
 KV5855
 KV5855                          STATION DESCRIPTION
 KV5855
 KV5855'DESCRIBED BY AERO SERVICE CORPORATION 1987 (PCO)
 KV5855'THE STATION IS LOCATED ABOUT 3.70 KM (2.3 MI)
 KV5855'WEST OF BLAIRSTOWN,
 KV5855'8.21 KM (5.1 MI) NORTHWEST OF SILVER LAKE,
 KV5855'9.66 KM (6.0 MI) NORTHEAST OF COLUMBIA, WITHIN THE BOUNDARY OF THE
 KV5855'BLAIRSTOWN AIRPORT.
 KV5855'OWNERSHIP--STEVE PARKER, MANAGER, RD 2, BOX 101, BLAIRSTOWN, NEW
 KV5855'JERSEY 07825.
 KV5855'
 KV5855'TO REACH THE STATION FROM THE U.S. POST OFFICE IN THE TOWN OF
 KV5855'BLAIRSTOWN ON MAIN STREET, GO EAST FOR 0.32 KM (0.2 MI) ON MAIN
 KV5855'STREET TO THE INTERSECTION OF BRIDGE STREET.
 KV5855'TURN RIGHT AND GO SOUTH FOR 0.24 KM (0.15 MI) ON BRIDGE STREET TO
 KV5855'THE INTERSECTION OF STATE HIGHWAY 94.
 KV5855'TURN LEFT AND GO EAST FOR 0.40 KM (0.25 MI) ON STATE HIGHWAY 94 TO
 KV5855'A REVERSE (Y) INTERSECTION AT COUNTY ROAD 616.  TURN SHARP RIGHT
 KV5855'AND GO WEST FOR 0.24 KM (0.15 MI) ON COUNTY ROAD 616 TO A (Y)
 KV5855'INTERSECTION AT COUNTY ROAD 607.
 KV5855'FOLLOW THE RIGHT FORK AND GO WEST FOR 1.69 KM (1.05 MI) ON COUNTY
 KV5855'ROAD 616 TO THE INTERSECTION OF AIRPORT ROAD.
 KV5855'TURN RIGHT AND GO WEST-NORTHWEST FOR 1.13 KM (0.7 MI) ON AIRPORT
 KV5855'ROAD TO THE INTERSECTION OF LAMBERT ROAD.
 KV5855'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.29 KM (0.18 MI) ON
 KV5855'AIRPORT ROAD TO THE BLAIRSTOWN AIRPORT OFFICE.
 KV5855'TURN LEFT AND GO WEST FOR 0.36 KM (0.22 MI) ON A GRASS GLIDER
 KV5855'RUNWAY TO THE WEST END OF THE GRASS RUNWAY AND PAVED RUNWAY ON THE
 KV5855'NORTH SIDE AND THE STATION.
 KV5855'
 KV5855'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KV5855'FLANGE WITH ACCESS COVER IS STAMPED---BLAIRSTOWN 2 1987---, AND IS
 KV5855'SET FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KV5855'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 15.24 METERS (50.0 FT) AND
 KV5855'IS RECESSED 10 CM BELOW THE GROUND.
 KV5855'LOCATED 22.86 METERS (75.0 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE
 KV5855'OF PAVED RUNWAY 07, 16.61 METERS (54.5 FT) EAST-NORTHEAST AND
 KV5855'ACROSS A TAXIWAY FROM A CARSONITE WITNESS POST, 9.75 METERS (32.0
 KV5855'FT) EAST-NORTHEAST FROM THE CENTER OF THE TAXIWAY.
 KV5855
 KV5855                          STATION RECOVERY (1987)
 KV5855
 KV5855'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 KV5855'RECOVERED IN GOOD CONDITION.
 KV5855
 KV5855                          STATION RECOVERY (1990)
 KV5855
 KV5855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KV5855'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI) WEST OF BLAIRSTOWN, 8.2
 KV5855'KM (5.1 MI) NORTHWEST OF SILVER LAKE, 9.7 KM (6.0 MI) NORTHEAST OF
 KV5855'COLUMBIA, AT THE BLAIRSTOWN AIRPORT AND 0N THE EAST SIDE OF A TAXIWAY
 KV5855'NEAR THE EAST END OF RUNWAY 7.  OWNERSHIP--STEVE PARKER, RD 2, BOX
 KV5855'101, BLAIRSTOWN, NJ 07825, PHONE 201-687-1755, AIRPORT MANAGER IS
 KV5855'DAVE HACKETT, PHONE 201-362-8311.
 KV5855'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 94 AND LAMBERT
 KV5855'STREET (AT A TRAFFIC LIGHT AND AIRPORT SIGN) ON THE WEST SIDE OF
 KV5855'BLAIRSTOWN, GO SOUTH ON LAMBERT STREET FOR 1.16 KM (0.72 MI) TO THE
 KV5855'AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN RIGHT, NORTHWEST, ON THE
 KV5855'ENTRANCE ROAD FOR 0.32 KM (0.20 MI) TO THE AIRPORT OFFICE AND APRON,
 KV5855'TURN LEFT, WESTERLY, ON THE TAXIWAY LEADING TO THE END OF RUNWAY 7
 KV5855'FOR 0.56 KM (0.35 MI) TO THE STATION ON THE RIGHT.
 KV5855'THE STATION IS FLUSH WITH THE GROUND LOCATED 22.1 M (72.5 FT)
 KV5855'SOUTHEAST OF THE CENTER OF THE END OF RUNWAY 7, 21.9 M (71.9 FT) SOUTH
 KV5855'OF THE CENTER OF THE RUNWAY, 5.4 M (17.7 FT) EAST OF THE EAST EDGE OF
 KV5855'THE TAXIWAY AND 0.25 M (0.82 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 KV5855
 KV5855                          STATION RECOVERY (1993)
 KV5855
 KV5855'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV5855'THE STATION IS LOCATED ABOUT 2.3 MI (3.7 KM) WEST OF BLAIRSTOWN, 5.1
 KV5855'MI (8.2 KM) NORTHWEST FROM SILVER LAKE, 6.0 MI (9.7 KM) NORTHEAST
 KV5855'FROM COLUMBIA AND WITHIN THE BOUNDARY OF THE BLAIRSTOWN AIRPORT.
 KV5855'PERMISSION TO OCCUPY THE STATION SHOULD BE OBTAINED FROM MR. STEVE
 KV5855'PARKER, OWNER, RD 2 BOX 101, BLAIRSTOWN, NEW JERSEY 07825,  PHONE 201
 KV5855'687 1755.  THE AIRPORT MANAGER IS MR. DAVE HACKETT,  PHONE 201 362
 KV5855'8311.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 94 AND
 KV5855'LAMBERT STREET AT A TRAFFIC LIGHT AND AIRPORT SIGN, GO SOUTH ON
 KV5855'LAMBERT STREET FOR 0.72 MI (1.16 KM) TO THE AIRPORT ENTRANCE ROAD ON
 KV5855'THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON THE ENTRANCE ROAD FOR 0.20
 KV5855'MI (0.32 KM) TO THE AIRPORT OFFICE AND APRON.  TURN LEFT AND GO
 KV5855'WESTERLY ON THE TAXIWAY LEADING TO THE END OF RUNWAY 7 FOR 0.35 MI
 KV5855'(0.56 KM) TO THE STATION ON THE RIGHT.  THE STATION IS 22.1 M
 KV5855'(72.5 FT) SOUTHEAST FROM THE CENTER OF THE END OF RUNWAY 7, 21.9 M
 KV5855'(71.9 FT) SOUTH FROM THE CENTER OF RUNWAY 7, 5.4 M (17.7 FT) EAST
 KV5855'FROM THE EAST EDGE OF THE TAXIWAY AND 0.25 M (0.82 FT) SOUTH FROM AN
 KV5855'ORANGE CARSONITE WITNESS POST.  THE STATION IS A STANDARD NGS THREE
 KV5855'DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS COVER IS STAMPED
 KV5855'BLAIRSTOWN 2 1987 AND IS SET FLUSH WITH THE GROUND.  THE STATION IS A
 KV5855'NINE SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD DRIVEN TO A DEPTH
 KV5855'OF 15.24 M (50.00 FT) AND IS RECESSED 10 CM BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2890 ***********************************************************************
 JU2890  DESIGNATION -  BLANGIE 1885
 JU2890  PID         -  JU2890
 JU2890  STATE/COUNTY-  NJ/ATLANTIC
 JU2890  USGS QUAD   -  MAYS LANDING (1989)
 JU2890
 JU2890                         *CURRENT SURVEY CONTROL
 JU2890  ___________________________________________________________________
 JU2890* NAD 83(1996)-  39 28 44.37268(N)    074 41 15.42083(W)     ADJUSTED  
 JU2890* NAVD 88     -        22.75   (+/-2cm)      74.6    (feet)  VERTCON   
 JU2890  ___________________________________________________________________
 JU2890  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 JU2890  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JU2890
 JU2890  HORZ ORDER  -  SECOND
 JU2890  VERT ORDER  -  THIRD ? (See Below)
 JU2890
 JU2890.The horizontal coordinates were established by classical geodetic methods
 JU2890.and adjusted by the National Geodetic Survey in September 1999..
 JU2890
 JU2890.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2890.The vertical order pertains to the NGVD 29 superseded value.
 JU2890
 JU2890.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2890
 JU2890.The geoid height was determined by GEOID03.
 JU2890
 JU2890;                    North         East     Units Scale Factor Converg.
 JU2890;SPC NJ       -    71,689.714   133,859.181   MT  0.99990321   -0 07 09.4
 JU2890;SPC NJ       -   235,202.00    439,169.66   sFT  0.99990321   -0 07 09.4
 JU2890;UTM  18      - 4,369,979.642   526,866.500   MT  0.99960889   +0 11 55.0
 JU2890
 JU2890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2890!SPC NJ       -   1.00000173  x   0.99990321  =   0.99990494
 JU2890!UTM  18      -   1.00000173  x   0.99960889  =   0.99961062
 JU2890
 JU2890                          SUPERSEDED SURVEY CONTROL
 JU2890
 JU2890  NAD 83(1986)-  39 28 44.36333(N)    074 41 15.42148(W) AD(       ) 2
 JU2890  NAD 27      -  39 28 43.94400(N)    074 41 16.84100(W) AD(       ) 2
 JU2890  NGVD 29 (07/19/86)   23.13   (m)           75.9    (f) LEVELING    3  
 JU2890
 JU2890.Superseded values are not recommended for survey control.
 JU2890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2890.See file dsdata.txt to determine how the superseded data were derived.
 JU2890
 JU2890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2686769980(NAD 83)
 JU2890_MARKER: T = CHISELED TRIANGLE
 JU2890_SETTING: 0 = UNSPECIFIED SETTING
 JU2890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2890
 JU2890  HISTORY     - Date     Condition        Report By
 JU2890  HISTORY     - 1885     MONUMENTED       CGS
 JU2890  HISTORY     - 1932     GOOD             CGS
 JU2890  HISTORY     - 1934     GOOD             NJGS
 JU2890  HISTORY     - 1934     GOOD             CGS
 JU2890  HISTORY     - 1976     GOOD             NGS
 JU2890  HISTORY     - 1983     GOOD             LOCENG
 JU2890
 JU2890                          STATION DESCRIPTION
 JU2890
 JU2890'DESCRIBED BY COAST AND GEODETIC SURVEY 1885 (EAB)
 JU2890'ON A SLIGHT ELEVATION ABOUT 2-1/2 MILES NE BY E OF MAYS LANDING,
 JU2890'4 MILES SW OF EGG HARBOR CITY.  THE STATION IS ABOUT 200 YARDS
 JU2890'W OF A CLEARING KNOWN AS THE BLANGIE FIELD OR BLANGIE PLACE,
 JU2890'AND IS ON THE WESTERN EDGE OF A LARGE GROVE OF PINES.  THE LAND
 JU2890'BELONGS TO C.R. COLWELL OF WEYMOUTH, N.J.  THE BLANGIE FIELD IS
 JU2890'READILY RECOGNIZED AS IT CONTAINS AN OLD LOG HUT, SEVERAL
 JU2890'LARGE WALNUT TREES, AND THE REMAINS OF AN OLD STONE HOUSE.  THE
 JU2890'STATION IS MARKED BY A GRAY GRANITE POST 6 INCHES X 6 INCHES X
 JU2890'4 FEET 6 INCHES SET IN THE GROUND, IN CEMENT, SO THAT ITS TOP
 JU2890'PROJECTS 6 INCHES ABOVE THE SURFACE.  THE UPPER PART IS
 JU2890'DRESSED TO 4 INCHES SQUARE AND A TRIANGLE IS CUT ON TOP
 JU2890'SURFACE.  THE LETTERS U.S. ARE ALSO CUT ON EACH OF THE
 JU2890'DRESSED SIDES.  THREE LARGE BLACK OAKS AND ONE LARGE HICKORY
 JU2890'EACH BLAZED AND WITH NAIL DRIVEN NEAR THE GROUND, ARE
 JU2890'LOCATED RESPECTIVELY, 123.6 FEET SW X S 1/2 S.  103.7 FEET
 JU2890'S X E 1/2 E.  18.8 FEET SE 1/2 E.  AND 114.6 FEET E X S FROM
 JU2890'THE STATION.
 JU2890
 JU2890                          STATION RECOVERY (1932)
 JU2890
 JU2890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2890'THE STATION WAS RECOVERED AS DESCRIBED 2.5 MILES NE X E OF
 JU2890'MAYS LANDING.  THE STATION WAS RECOVERED MARKED BY A GRANITE
 JU2890'POST WITH THE LETTERS U.S. ON THE FOUR SIDES AND A CHISELED
 JU2890'TRIANGLE IN THE TOP.
 JU2890'
 JU2890'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 50 AND HIGHWAY
 JU2890'42 RUN NE ON HIGHWAY 50 FOR 1.1 MILES, TURN RIGHT (E) ON BIRCH
 JU2890'STREET AND RUN 0.8 MILE TO THE END OF THE STREET.  FOLLOW A BLAZED
 JU2890'TRAIL FOR A DISTANCE OF 105 FEET TO THE STATION.  THE STATION IS
 JU2890'LOCATED 2-1/2 MILES NE X E OF MAYS LANDING AND 4 MILES SW OF
 JU2890'EGG HARBOR CITY.
 JU2890'
 JU2890'TWO REFERENCE MARKS (NOTE 11A) WERE ESTABLISHED.  REFERENCE
 JU2890'MARK NO.1 IS 70.39 FEET 37 DEG (MAGNETIC) FROM THE
 JU2890'STATION.  REFERENCE MARK NO. 2 IS 81.11 FEET 291 DEG (MAGNETIC) FROM
 JU2890'THE STATION.
 JU2890
 JU2890                          STATION RECOVERY (1934)
 JU2890
 JU2890'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1934
 JU2890'TRIANGULATION STATION BLANGIE, REFERENCE MARK NO.1 AND REFERENCE
 JU2890'MARK NO. 2 RECOVERED AS DESCRIBED, IN GOOD CONDITION.  SOME
 JU2890'DESCRIPTIONS OF THIS STATION SPELL IT BLAUGIE.  THE STATION
 JU2890'IS STAMPED BLANGIE 1887--1932.  AS THIS STATION IS IN THE VICINITY
 JU2890'OF WHAT IS KNOWN LOCALLY AS THE BLANGIE FIELD, IT IS PROBABLE
 JU2890'THAT THE WORD SHOULD BE SPELLED WITH AN N.
 JU2890'
 JU2890'L.C. MONUMENT NO. 1832 WAS SET ABOUT 1200 FEET N OF BLANGIE TO
 JU2890'SERVE AS AZIMUTH POINT.
 JU2890
 JU2890                          STATION RECOVERY (1934)
 JU2890
 JU2890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EHK)
 JU2890'DESCRIPTION OF BLANGIE AND MONUMENT NO.1832 AS SUBMITTED BY
 JU2890'N.J. GEOD. S.--
 JU2890'
 JU2890'MON. NO. 1832--HAMILTON TWP., ATLANTIC CO., N.J.  A STANDARD
 JU2890'U.S.C. AND G.S. AND S.S. DISK, SET IN CONCRETE, ON BIRCH STREET
 JU2890'ABOUT 0.5 MILE SE OF STATE HIGHWAY ROUTE NO. 50 AND ABOUT 4.25
 JU2890'MILES SW OF STATE HIGHWAY ROUTE NO. 43.  IT IS LOCATED ON THE NE
 JU2890'SIDE OF THE ROAD AND 0.5 FOOT ABOVE GROUND.
 JU2890'
 JU2890'THE MONUMENT IS 75.70 FEET E OF A GRANITE PROPERTY STONE ON THE
 JU2890'SE CORNER OF BLOCK NO. 361 OF H. THORPE.  24.73 FEET SE OF A NAIL
 JU2890'IN A BLAZED 4-INCH OAK TREE.  12.2 FEET NE OF THE USED CENTER LINE
 JU2890'OF THE ROAD.  AND 18.67 FEET W OF A NAIL IN A BLAZED 4-INCH OAK
 JU2890'TREE.  COMPANION MONUMENT TRIANGULATION STATION BLANGIE IS
 JU2890'1217.93 FEET SE.
 JU2890'
 JU2890'TRIANGULATION STATION BLANGIE--HAMILTON TWP., ATLANTIC CO.,
 JU2890'N.J.  THIS STATION IS ON A SLIGHT ELEVATION SE OF STATE HIGHWAY
 JU2890'ROUTE NO. 50 ABOUT 0.75 MILE AND ABOUT 4.50 MILES SW OF ITS
 JU2890'INTERSECTION WITH STATE HIGHWAY ROUTE NO. 43.  IT IS LOCATED ON THE
 JU2890'WESTERN EDGE OF A LARGE GROVE OF PINE TREES AND IN BLANGIE FIELD.
 JU2890'
 JU2890'THE STATION IS A GRANITE SHAFT ABOUT 0.5 FOOT ON A SIDE AND
 JU2890'PROJECTS ABOUT 0.5 FOOT ABOVE THE GROUND.
 JU2890'
 JU2890'IT IS 123.6 FEET E OF A NAIL IN A BLAZED LARGE BLACK OAK
 JU2890'TREE.  103.7 FEET W OF A NAIL IN A BLAZED LARGE BLACK OAK
 JU2890'TREE.  18.8 FEET W OF A NAIL IN A BLAZED LARGE BLACK OAK TREE.  AND
 JU2890'114.6 FEET W OF A LARGE BLAZED HICKORY TREE.  COMPANION MONUMENT
 JU2890'NO.1832 IS 1217.93 FEET NW.
 JU2890
 JU2890                          STATION RECOVERY (1976)
 JU2890
 JU2890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JU2890'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 JU2890'CONDITION AS PREVIOUSLY DESCRIBED.  THE NEW JERSEY MONUMENT
 JU2890'NUMBER 1832 IS NOT VISIBLE FROM THE GROUND AND AN EXTENSIVE
 JU2890'AMOUNT OF CLEARING WOULD BE REQUIRED TO INTERSECT ANY OF THE
 JU2890'REFERENCE POINTS.
 JU2890'
 JU2890'ON NEW JERSEY DIAGRAM NUMBER 1217 THIS STATION IS PLOTTED AND ON
 JU2890'THE DIAGRAM IT IS SPELLED BLAUGIE.
 JU2890'
 JU2890'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2890'2-1/2 MILES NORTHEAST OF MAYS LANDING.
 JU2890
 JU2890                          STATION RECOVERY (1983)
 JU2890
 JU2890'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (CT)
 JU2890'BLANGIE 1885/1932 RECOVERED IN GOOD CONDITION.
 JU2890'
 JU2890'RM NO 1 1932 RECOVERED IN GOOD CONDITION.
 JU2890'
 JU2890'RM NO 2 1932 NOT RECOVERED.
 JU2890'
 JU2890'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MI NE MAYS LANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6838 ***********************************************************************
 KV6838  DESIGNATION -  BLOOM 1
 KV6838  PID         -  KV6838
 KV6838  STATE/COUNTY-  NJ/ESSEX
 KV6838  USGS QUAD   -  ORANGE (1981)
 KV6838
 KV6838                         *CURRENT SURVEY CONTROL
 KV6838  ___________________________________________________________________
 KV6838* NAD 83(1996)-  40 47 01.12936(N)    074 12 02.39009(W)     ADJUSTED  
 KV6838* NAVD 88     -        45.1    (meters)     148.     (feet)  GPS OBS   
 KV6838  ___________________________________________________________________
 KV6838  X           -   1,316,782.962 (meters)                     COMP
 KV6838  Y           -  -4,653,618.152 (meters)                     COMP
 KV6838  Z           -   4,144,268.853 (meters)                     COMP
 KV6838  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 KV6838  ELLIP HEIGHT-          12.73  (meters)          (10/23/02) GPS OBS
 KV6838  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV6838
 KV6838  HORZ ORDER  -  FIRST
 KV6838  ELLP ORDER  -  FOURTH    CLASS I
 KV6838
 KV6838.The horizontal coordinates were established by GPS observations
 KV6838.and adjusted by the National Geodetic Survey in May 1999..
 KV6838
 KV6838.The orthometric height was determined by GPS observations and a
 KV6838.high-resolution geoid model.
 KV6838
 KV6838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6838
 KV6838.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6838
 KV6838.The ellipsoidal height was determined by GPS observations
 KV6838.and is referenced to NAD 83.
 KV6838
 KV6838.The geoid height was determined by GEOID03.
 KV6838
 KV6838;                    North         East     Units Scale Factor Converg.
 KV6838;SPC NJ       -   216,566.687   175,264.359   MT  0.99990785   +0 11 43.9
 KV6838;SPC NJ       -   710,519.21    575,013.15   sFT  0.99990785   +0 11 43.9
 KV6838;UTM  18      - 4,515,047.604   567,445.055   MT  0.99965599   +0 31 19.7
 KV6838
 KV6838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6838!SPC NJ       -   0.99999800  x   0.99990785  =   0.99990585
 KV6838!UTM  18      -   0.99999800  x   0.99965599  =   0.99965399
 KV6838
 KV6838|---------------------------------------------------------------------|
 KV6838| PID    Reference Object                     Distance      Geod. Az  |
 KV6838|                                                           dddmmss.s |
 KV6838| KV6839 BLOOM 2                             382.466 METERS 01440     |
 KV6838|---------------------------------------------------------------------|
 KV6838
 KV6838                          SUPERSEDED SURVEY CONTROL
 KV6838
 KV6838  ELLIP H (05/14/99)   12.74   (m)                       GP(       ) 4 1
 KV6838  NAD 83(1996)-  40 47 01.12912(N)    074 12 02.39031(W) AD(       ) 1
 KV6838  NAD 83(1986)-  40 47 01.12726(N)    074 12 02.39240(W) AD(       ) 1
 KV6838
 KV6838.Superseded values are not recommended for survey control.
 KV6838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6838.See file dsdata.txt to determine how the superseded data were derived.
 KV6838
 KV6838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6744515048(NAD 83)
 KV6838_MARKER: DD = SURVEY DISK
 KV6838_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6838_SP_SET: CONCRETE SAFETYWALK
 KV6838_STAMPING: BLOOM 1 1991
 KV6838_MARK LOGO: NJHA  
 KV6838_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6838+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1992
 KV6838
 KV6838  HISTORY     - Date     Condition        Report By
 KV6838  HISTORY     - 1991     MONUMENTED       NJDT
 KV6838  HISTORY     - 19920422 GOOD             NJGS
 KV6838
 KV6838                          STATION DESCRIPTION
 KV6838
 KV6838'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6838'THE STATION IS LOCATED IN THE TOWN OF BLOOMFIELD ON THE EAST SIDE OF
 KV6838'THE NORTHBOUND LANES OF THE GARDEN STATE PARKWAY AT MILEPOINT 149.0
 KV6838'AT THE BLOOMFIELD NORTH TOLL PLAZA AT INTERCHANGE 148.  THE STATION
 KV6838'IS SET FLUSH IN A CONCRETE SAFETYWALK AT THE SOUTH END OF AN EMPLOYEE
 KV6838'PARKING AREA, JUST SOUTH OF THE TOLL PLAZA AND NORTH OF THE MYRTLE
 KV6838'STREET OVERPASS.  NO MEASUREMENTS WERE TAKEN AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6839 ***********************************************************************
 KV6839  DESIGNATION -  BLOOM 2
 KV6839  PID         -  KV6839
 KV6839  STATE/COUNTY-  NJ/ESSEX
 KV6839  USGS QUAD   -  ORANGE (1981)
 KV6839
 KV6839                         *CURRENT SURVEY CONTROL
 KV6839  ___________________________________________________________________
 KV6839* NAD 83(1996)-  40 47 13.12449(N)    074 11 58.26182(W)     ADJUSTED  
 KV6839* NAVD 88     -        51.7    (meters)     170.     (feet)  GPS OBS   
 KV6839  ___________________________________________________________________
 KV6839  X           -   1,316,811.648 (meters)                     COMP
 KV6839  Y           -  -4,653,364.033 (meters)                     COMP
 KV6839  Z           -   4,144,553.327 (meters)                     COMP
 KV6839  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 KV6839  ELLIP HEIGHT-          19.33  (meters)          (10/23/02) GPS OBS
 KV6839  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV6839
 KV6839  HORZ ORDER  -  FIRST
 KV6839  ELLP ORDER  -  FOURTH    CLASS I
 KV6839
 KV6839.The horizontal coordinates were established by GPS observations
 KV6839.and adjusted by the National Geodetic Survey in May 1999..
 KV6839
 KV6839.The orthometric height was determined by GPS observations and a
 KV6839.high-resolution geoid model.
 KV6839
 KV6839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6839
 KV6839.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6839
 KV6839.The ellipsoidal height was determined by GPS observations
 KV6839.and is referenced to NAD 83.
 KV6839
 KV6839.The geoid height was determined by GEOID03.
 KV6839
 KV6839;                    North         East     Units Scale Factor Converg.
 KV6839;SPC NJ       -   216,936.997   175,359.878   MT  0.99990791   +0 11 46.6
 KV6839;SPC NJ       -   711,734.13    575,326.53   sFT  0.99990791   +0 11 46.6
 KV6839;UTM  18      - 4,515,418.359   567,538.438   MT  0.99965614   +0 31 22.6
 KV6839
 KV6839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6839!SPC NJ       -   0.99999697  x   0.99990791  =   0.99990488
 KV6839!UTM  18      -   0.99999697  x   0.99965614  =   0.99965311
 KV6839
 KV6839|---------------------------------------------------------------------|
 KV6839| PID    Reference Object                     Distance      Geod. Az  |
 KV6839|                                                           dddmmss.s |
 KV6839| KV6838 BLOOM 1                             382.466 METERS 19440     |
 KV6839|---------------------------------------------------------------------|
 KV6839
 KV6839                          SUPERSEDED SURVEY CONTROL
 KV6839
 KV6839  ELLIP H (05/14/99)   19.34   (m)                       GP(       ) 4 1
 KV6839  NAD 83(1996)-  40 47 13.12425(N)    074 11 58.26204(W) AD(       ) 1
 KV6839  NAD 83(1986)-  40 47 13.12235(N)    074 11 58.26412(W) AD(       ) 1
 KV6839
 KV6839.Superseded values are not recommended for survey control.
 KV6839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6839.See file dsdata.txt to determine how the superseded data were derived.
 KV6839
 KV6839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6753815418(NAD 83)
 KV6839_MARKER: DD = SURVEY DISK
 KV6839_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6839_SP_SET: CONCRETE SAFETYWALK
 KV6839_STAMPING: BLOOM 2 1991
 KV6839_MARK LOGO: NJHA  
 KV6839_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6839+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1992
 KV6839
 KV6839  HISTORY     - Date     Condition        Report By
 KV6839  HISTORY     - 1991     MONUMENTED       NJDT
 KV6839  HISTORY     - 19920422 GOOD             NJGS
 KV6839
 KV6839                          STATION DESCRIPTION
 KV6839
 KV6839'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6839'THE STATION IS LOCATED IN THE TOWN OF BLOOMFIELD ON THE WEST SIDE OF
 KV6839'THE SOUTHBOUND LANES OF THE GARDEN STATE PARKWAY AT THE BLOOMFIELD
 KV6839'SOUTH TOLL PLAZA AT MILEPOINT 149.14.  TO REACH THE STATION FROM THE
 KV6839'BLOOMFIELD NORTH TOLL PLAZA AT INTERCHANGE 148 OF THE NORTHBOUND
 KV6839'LANES, PASS THROUGH THE TOOL PLAZA AND GO NORTH ON JOHN KENNEDY DRIVE
 KV6839'FOR 0.4 MI (0.6 KM) TO THE JUNCTION WITH BLOOMFIELD AVENUE.  CONTINUE
 KV6839'AHEAD ON JOHN KENNEDY DRIVE FOR 0.1 MI (0.2 KM) TO A TURN AROUND.
 KV6839'TURN LEFT AND GO SOUTH ON JOHN KENNEDY DRIVE, CROSSING BLOOMFIELD
 KV6839'AVENUE, FOR 0.35 MI (0.56 KM) TO THE BLOOMFIELD SOUTH TOLL PLAZA AND
 KV6839'THE STATION ON THE LEFT, SET FLUSH IN A CONCRETE SAFETY WALK AT THE
 KV6839'NORTH END OF THE EMPLOYEE PARKING AREA, ADJACENT TO THE TOLL PLAZA.
 KV6839'THE STATION IS 0.2 M (0.7 FT) NORTHEAST OF THE EDGE OF THE CONCRETE
 KV6839'SIDEWALK, 4.9 M (16.1 FT) SOUTH FROM THE CORNER OF THE SIDEWALK, 11.1
 KV6839'M (36.4 FT) NORTHEAST OF THE NORTH CORNER OF A ONE STORY BRICK
 KV6839'BUILDING, SET FLUSH IN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0895 ***********************************************************************
 KV0895  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0895  DESIGNATION -  BLUFF
 KV0895  PID         -  KV0895
 KV0895  STATE/COUNTY-  NJ/MONMOUTH
 KV0895  USGS QUAD   -  LONG BRANCH (1981)
 KV0895
 KV0895                         *CURRENT SURVEY CONTROL
 KV0895  ___________________________________________________________________
 KV0895* NAD 83(1996)-  40 19 44.46398(N)    074 00 44.43078(W)     ADJUSTED  
 KV0895* NAVD 88     -         2.517  (meters)       8.26   (feet)  ADJUSTED  
 KV0895  ___________________________________________________________________
 KV0895  X           -   1,341,103.453 (meters)                     COMP
 KV0895  Y           -  -4,680,788.699 (meters)                     COMP
 KV0895  Z           -   4,105,884.727 (meters)                     COMP
 KV0895  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 KV0895  ELLIP HEIGHT-         -30.10  (meters)          (10/23/02) GPS OBS
 KV0895  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KV0895  DYNAMIC HT  -           2.516 (meters)       8.25  (feet)  COMP
 KV0895  MODELED GRAV-     980,185.0   (mgal)                       NAVD 88
 KV0895
 KV0895  HORZ ORDER  -  FIRST
 KV0895  VERT ORDER  -  SECOND    CLASS 0
 KV0895  ELLP ORDER  -  FOURTH    CLASS I
 KV0895
 KV0895.The horizontal coordinates were established by GPS observations
 KV0895.and adjusted by the National Geodetic Survey in May 1999..
 KV0895
 KV0895.The orthometric height was determined by differential leveling
 KV0895.and adjusted by the National Geodetic Survey in June 1991..
 KV0895
 KV0895.This Tidal Bench Mark is designated as VM 2579
 KV0895.by the Center for Operational Oceanographic Products and Services.
 KV0895
 KV0895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0895
 KV0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0895
 KV0895.The ellipsoidal height was determined by GPS observations
 KV0895.and is referenced to NAD 83.
 KV0895
 KV0895.The geoid height was determined by GEOID03.
 KV0895
 KV0895.The dynamic height is computed by dividing the NAVD 88
 KV0895.geopotential number by the normal gravity value computed on the
 KV0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0895.degrees latitude (g = 980.6199 gals.).
 KV0895
 KV0895.The modeled gravity was interpolated from observed gravity values.
 KV0895
 KV0895;                    North         East     Units Scale Factor Converg.
 KV0895;SPC NJ       -   166,158.291   191,438.391   MT  0.99992113   +0 18 56.2
 KV0895;SPC NJ       -   545,137.66    628,077.45   sFT  0.99992113   +0 18 56.2
 KV0895;UTM  18      - 4,464,744.036   583,900.862   MT  0.99968665   +0 38 21.2
 KV0895
 KV0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0895!SPC NJ       -   1.00000472  x   0.99992113  =   0.99992585
 KV0895!UTM  18      -   1.00000472  x   0.99968665  =   0.99969137
 KV0895
 KV0895|---------------------------------------------------------------------|
 KV0895| PID    Reference Object                     Distance      Geod. Az  |
 KV0895|                                                           dddmmss.s |
 KV0895| KV6242 BLUFF RM 1                           14.563 METERS 07343     |
 KV0895| KV6243 BLUFF RM 2                           13.137 METERS 17921     |
 KV0895| KV5033 LITTLE SILVER GOOSENECK BRI LT      APPROX. 0.7 KM 2350333.5 |
 KV0895| KV5031 LITTLE SILVER WATER TANK            APPROX. 1.0 KM 3241805.4 |
 KV0895| KV5029 LITTLE SILVER PONTON WINDMILL       APPROX. 1.0 KM 3354109.3 |
 KV0895| KV5940 HIGHLANDS ATT MICROWAVE TOWER       APPROX. 8.7 KM 3415513.3 |
 KV0895| KV5059 RUMSON COUNTRY CLUB TANK            APPROX. 2.0 KM 3465419.4 |
 KV0895| KV5030 MAY                                 APPROX. 0.9 KM 3521715.9 |
 KV0895| KV0894 1 NJBCN                              11.949 METERS 35453     |
 KV0895|---------------------------------------------------------------------|
 KV0895
 KV0895                          SUPERSEDED SURVEY CONTROL
 KV0895
 KV0895  ELLIP H (05/14/99)  -30.11   (m)                       GP(       ) 4 1
 KV0895  NAD 83(1992)-  40 19 44.46371(N)    074 00 44.43199(W) AD(       ) 1
 KV0895  ELLIP H (04/25/94)  -30.15   (m)                       GP(       ) 3 1
 KV0895  NAD 83(1986)-  40 19 44.46117(N)    074 00 44.42655(W) AD(       ) 3
 KV0895  NAD 27      -  40 19 44.06700(N)    074 00 45.93200(W) AD(       ) 3
 KV0895  NAVD 88 (05/22/95)    2.52   (m)            8.3    (f) LEVELING    3  
 KV0895  NAVD 88 (04/25/94)    2.52   (m)            8.3    (f) LEVELING    3  
 KV0895  NGVD 29 (04/16/92)    2.839  (m)            9.31   (f) ADJUSTED    2 0
 KV0895
 KV0895.Superseded values are not recommended for survey control.
 KV0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0895.See file dsdata.txt to determine how the superseded data were derived.
 KV0895
 KV0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8390164744(NAD 83)
 KV0895_MARKER: DS = TRIANGULATION STATION DISK
 KV0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0895_SP_SET: CONCRETE POST
 KV0895_STAMPING: BLUFF 1934
 KV0895_MARK LOGO: CGS   
 KV0895_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0895+STABILITY: SURFACE MOTION
 KV0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0895+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1994
 KV0895
 KV0895  HISTORY     - Date     Condition        Report By
 KV0895  HISTORY     - 1934     MONUMENTED       USE
 KV0895  HISTORY     - 1961     GOOD             CGS
 KV0895  HISTORY     - 1983     GOOD             USPSQD
 KV0895  HISTORY     - 19881104 GOOD             NJGS
 KV0895  HISTORY     - 19930207 GOOD             NJHA
 KV0895  HISTORY     - 19930811 GOOD             NJGS
 KV0895  HISTORY     - 19940706 GOOD             NJGS
 KV0895
 KV0895                          STATION DESCRIPTION
 KV0895
 KV0895'DESCRIBED BY US ENGINEERS 1934 (ERM)
 KV0895'ESTABLISHED BY USE DEPARTMENT APRIL 4, 1934, NO DESCRIPTION BY
 KV0895'THAT ORGANIZATION AVAILABLE.  DESCRIBED AS FOLLOWS--
 KV0895'
 KV0895'LOCATED ON THE SW BANK OF THE SHREWSBURY RIVER ON THE N SIDE
 KV0895'OF THE PROMINENT POINT FORMED BY THE RIVER AND BLACKBERRY
 KV0895'CREEK.  LOCATED 12.2 METERS S OF WOODEN (N) BULKHEAD, 13.25
 KV0895'METERS SE OF SMALL CEDAR TREE, 66.4 METERS SW OF NE CORNER OF
 KV0895'BULKHEADS, 38.2 METERS SE OF SW CORNER OF BULKHEADS IN HIGH
 KV0895'GRASS.
 KV0895'
 KV0895'STATION MARK IS A STANDARD BRONZE DISK IN A TILE.
 KV0895'
 KV0895'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 KV0895'
 KV0895'REFERENCE MARK NO.1 IS NE BY E OF STATION ALONG THE N BULKHEAD
 KV0895'AND APPROXIMATELY SAME DISTANCE FROM IT IN TALL GRASS.
 KV0895'
 KV0895'REFERENCE MARK NO.2 IS SSW OF STATION IN HIGH GRASS.
 KV0895'
 KV0895'REACHED FROM RED BANK AS FOLLOWS--GO SE ON BRANCH AVENUE
 KV0895'TO RUMSON ROAD, FOLLOW THIS NE TO SEVEN RIDGE ROAD, TURN SE AND
 KV0895'FOLLOW THIS TO FIRST ROAD S OF GOOSENECK BRIDGE, TAKE THIS NE
 KV0895'DIRECT TO STATION.
 KV0895
 KV0895                          STATION RECOVERY (1961)
 KV0895
 KV0895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KV0895'2.5 MI SE FROM LITTLE SILVER.
 KV0895'1.5 MILES SOUTH ON SEVEN POINT ROAD FROM THE INTERSECTION ON
 KV0895'RUMSON ROAD AT THE EAST EDGE OF LITTLE SILVER, THENCE 0.5 MILE
 KV0895'EAST ON GOOSENECK POINT STREET.  ON GOOSENECK POINT IN THE BACK
 KV0895'YARD OF MR. MC ROBERTS HOME, 78 FEET NORTHEAST OF THE WEST END OF
 KV0895'A LOW STONE WALL, 44 FEET SOUTHWEST OF THE SEA WALL AND 17.6
 KV0895'FEET NORTH OF A CAST IRON WELL CASEING.  SET IN THE TOP OF A CONCRETE
 KV0895'POST 3 INCHES BELOW THE LAWN LEVEL.
 KV0895
 KV0895                          STATION RECOVERY (1983)
 KV0895
 KV0895'RECOVERY NOTE BY US POWER SQUADRON 1983 (PJM)
 KV0895'BLUFF (USE) IS IN ALMOST CONSTANT USE IS EXCELLENT AS FAR AS
 KV0895'CONDITION AND DESCRIPTION.  THIS A MAJOR MARKER AD ON THE SHREWSBURY
 KV0895'RIVER.
 KV0895'
 KV0895'ITS REFERENCE RACOON (USE) WHILE FOUND IN 1981 CAN NO LONGER BE FOUND
 KV0895'ACCORDING TO WM THOMPSON OF SHREWSBURY WAY MONMOUTH BEACH N.J. A
 KV0895'PROFESSIONAL LAND SURVEY.
 KV0895
 KV0895                          STATION RECOVERY (1988)
 KV0895
 KV0895'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV0895'TO REACH THE STATION GO 2.4 KM (3.86 MI) SOUTH ALONG SEVEN BRIDGES
 KV0895'ROAD FROM THE JUNCTION WITH RUMSON ROAD AT THE EAST END OF LITTLE
 KV0895'SILVER, THENCE 0.8 KM (1.29 MI) EAST ON GOOSE NECK POINT ROAD TO THE
 KV0895'STATION ON THE SOUTH BANK OF THE SHEWSBURY RIVER IN THE REAR OF THE
 KV0895'HOME OF ROBERT BROEGE, AT 93 GOOSE NECK POINT ROAD, PHONE 201 229
 KV0895'6156, 23.8 M (78.08 FT) NORTHEAST OF THE WEST END OF A LOW STONE WALL
 KV0895'AROUND A SWIMMING POOL, 14.35 M (47.08 FT) SOUTH OF A WITNESS POST ON
 KV0895'A SEA WALL, 13.9 M (45.60 FT) SOUTH SOUTHEAST OF THE SEAWALL, 12.0 M
 KV0895'(39.37 FT) SOUTH OF BENCH MARK 1 NJBCN, 5.38 M (17.65 FT) NORTH OF A
 KV0895'PROJECTING CAST IRON WELL CASING. THE MARK IS IN A FLOWER BED AND
 KV0895'ABOUT 0.01 M (0.03 FT) BELOW GROUND.
 KV0895
 KV0895                          STATION RECOVERY (1993)
 KV0895
 KV0895'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 KV0895'RECOVERED IN GOOD CONDITION.
 KV0895
 KV0895                          STATION RECOVERY (1993)
 KV0895
 KV0895'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV0895'RECOVERED IN GOOD CONDITION.
 KV0895
 KV0895                          STATION RECOVERY (1994)
 KV0895
 KV0895'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 KV0895'RECOVERED AS DESCRIBED AS IN THE GPS183 PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4041 ***********************************************************************
 KV4041  DESIGNATION -  BLUFF
 KV4041  PID         -  KV4041
 KV4041  STATE/COUNTY-  NJ/HUDSON
 KV4041  USGS QUAD   -  WEEHAWKEN (1995)
 KV4041
 KV4041                         *CURRENT SURVEY CONTROL
 KV4041  ___________________________________________________________________
 KV4041* NAD 83(1996)-  40 48 17.28392(N)    074 03 00.01158(W)     ADJUSTED  
 KV4041* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4041  ___________________________________________________________________
 KV4041  LAPLACE CORR-           7.17  (seconds)                    DEFLEC99
 KV4041  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 KV4041
 KV4041  HORZ ORDER  -  SECOND
 KV4041
 KV4041.The horizontal coordinates were established by classical geodetic methods
 KV4041.and adjusted by the National Geodetic Survey in September 1999..
 KV4041
 KV4041.The orthometric height was scaled from a topographic map.
 KV4041
 KV4041.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4041
 KV4041.The geoid height was determined by GEOID03.
 KV4041
 KV4041;                    North         East     Units Scale Factor Converg.
 KV4041;SPC NJ       -   218,969.934   187,968.299   MT  0.99991774   +0 17 38.6
 KV4041;SPC NJ       -   718,403.86    616,692.66   sFT  0.99991774   +0 17 38.6
 KV4041;SPC NY L     -    70,863.618   295,780.603   MT  0.99999521   -0 01 57.7
 KV4041;SPC NY L     -   232,491.72    970,406.86   sFT  0.99999521   -0 01 57.7
 KV4041;UTM  18      - 4,517,522.641   580,131.972   MT  0.99967903   +0 37 15.0
 KV4041
 KV4041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4041!SPC NJ       -   1.00000490  x   0.99991774  =   0.99992264
 KV4041!SPC NY L     -   1.00000490  x   0.99999521  =   1.00000011
 KV4041!UTM  18      -   1.00000490  x   0.99967903  =   0.99968393
 KV4041
 KV4041|---------------------------------------------------------------------|
 KV4041| PID    Reference Object                     Distance      Geod. Az  |
 KV4041|                                                           dddmmss.s |
 KV4041| CB5707 BLUFF RM 1                                         00635     |
 KV4041| KV4048 CORN                                APPROX. 1.4 KM 0733148.4 |
 KV4041| CB5708 BLUFF RM 2                                         19436     |
 KV4041| KV4071 SCHOOL 3                            APPROX. 0.9 KM 2221920.5 |
 KV4041| KV4049 WOOD                                363.443 METERS 35435     |
 KV4041|---------------------------------------------------------------------|
 KV4041
 KV4041                          SUPERSEDED SURVEY CONTROL
 KV4041
 KV4041  NAD 83(1996)-  40 48 17.28382(N)    074 03 00.01167(W) AD(       ) 2
 KV4041  NAD 83(1996)-  40 48 17.28274(N)    074 03 00.01309(W) AD(       ) 2
 KV4041  NAD 83(1992)-  40 48 17.28182(N)    074 03 00.01395(W) AD(       ) 2
 KV4041  NAD 83(1986)-  40 48 17.28574(N)    074 03 00.01061(W) AD(       ) 2
 KV4041  NAD 27      -  40 48 16.92200(N)    074 03 01.50500(W) AD(       ) 2
 KV4041
 KV4041.Superseded values are not recommended for survey control.
 KV4041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4041.See file dsdata.txt to determine how the superseded data were derived.
 KV4041
 KV4041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8013217523(NAD 83)
 KV4041_MARKER: DS = TRIANGULATION STATION DISK
 KV4041_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4041_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4041
 KV4041  HISTORY     - Date     Condition        Report By
 KV4041  HISTORY     - 1914     MONUMENTED       CGS
 KV4041  HISTORY     - 1932     GOOD             CGS
 KV4041  HISTORY     - 1934     MARK NOT FOUND   CGS
 KV4041  HISTORY     - 20060415 MARK NOT FOUND   GEOCAC
 KV4041
 KV4041                          STATION DESCRIPTION
 KV4041
 KV4041'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV4041'STATION IS ON THE S SIDE OF THAT PART OF HACKENSACK RIVER, WHICH
 KV4041'IS KNOWN AS GARRETTS REACH, ABOUT 1/2 MILE ABOVE THE HUDSON AND
 KV4041'BERGEN COUNTY BRIDGE, JUST BELOW THE MOUTH OF HOPSS CREEK, ABOUT
 KV4041'100 METERS FROM SHORE, AND 4 METERS E OF A MUD DIKE.
 KV4041'
 KV4041'THE STATION IS MARKED BY A STANDARD BRASS DISK CEMENTED IN THE
 KV4041'TOP OF A 4-INCH TILE PIPE SUNK TO THE GROUND LEVEL.  A BURIED
 KV4041'GLASS BOTTLE SERVES AS SUBSURFACE MARK.
 KV4041'
 KV4041'TWO REFERENCE MARKS, EACH A COPPER NAIL SET IN CONCRETE CONTAINED
 KV4041'IN A 4-INCH TILE PIPE, ARE PLACED RESPECTIVELY 41.50 FEET N 17
 KV4041'DEG E AND 43.65 FEET S 26 DEG W FROM THE STATION.
 KV4041'
 KV4041'THE CENTER OF THE DRAW OF THE HUDSON AND BERGEN COUNTY BRIDGE
 KV4041'BEARS S 60 DEG W AND THE SECAUCUS PUBLIC SERVICE CHIMNEY BEARS
 KV4041'N 70 DEG W.
 KV4041
 KV4041                          STATION RECOVERY (1932)
 KV4041
 KV4041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4041'STATION RECOVERED IN GOOD CONDITION FROM DESCRIPTION.  THE TWO
 KV4041'REFERENCE MARKS WERE NOT RECOVERED.
 KV4041'
 KV4041'A COMPLETE DESCRIPTION FOLLOWS--
 KV4041'
 KV4041'THIS STATION IS 135 METERS S FROM THE S BANK OF THE HACKENSACK
 KV4041'RIVER, ON THE W SIDE OF MILL CREEK IN SECAUCUS 1/2 MILE E OF
 KV4041'THE PATERSON PLANK ROAD BRIDGE.  IT IS 4 METERS E OF THE E EDGE
 KV4041'OF A DIKE AND IS ON THE W EDGE OF A SMALL DITCH.  BOTH DIKE AND
 KV4041'DITCH RUN NORMAL TO THE RIVER.  IT IS BEST REACHED BY TURNING E
 KV4041'ON FRANKLIN AVENUE, SECAUCUS, TO STONEWALL LANE, THENCE N TO THE
 KV4041'MEADOW, AND THEN E ABOUT 60 METERS TO THE S END OF THE DIKE.
 KV4041'
 KV4041'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK (UNSTAMPED)
 KV4041'SET IN THE TOP OF A CONCRETE-FILLED 4-INCH TILE PIPE.  IT IS
 KV4041'4.075 METERS EASTWARD OF STATION HK-43 (U.S.E.) FROM WHICH IT
 KV4041'WAS LOCATED AS AN ECCENTRIC.
 KV4041
 KV4041                          STATION RECOVERY (1934)
 KV4041
 KV4041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4041'STATION NOT FOUND AFTER AN ADEQUATE SEARCH.  IT IS HOWEVER,
 KV4041'PROBABLY STILL THERE BURIED UNDER THE MARSH MUD.
 KV4041
 KV4041                          STATION RECOVERY (2006)
 KV4041
 KV4041'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV4041'THE LOCATION IS ON THE GROUNDS OF SECAUCUS HIGH SCHOOL, JUST WEST OF
 KV4041'HOPS CREEK.  THE MEADOWS HAVE BEEN FILLED IN, AND LANDSCAPED.  STATION
 KV4041'WAS NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5677 ***********************************************************************
 KV5677  DESIGNATION -  BLUFF
 KV5677  PID         -  KV5677
 KV5677  STATE/COUNTY-  NJ/BURLINGTON
 KV5677  USGS QUAD   -  BRISTOL (1981)
 KV5677
 KV5677                         *CURRENT SURVEY CONTROL
 KV5677  ___________________________________________________________________
 KV5677* NAD 83(1996)-  40 07 09.70243(N)    074 47 37.29340(W)     ADJUSTED  
 KV5677* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 KV5677  ___________________________________________________________________
 KV5677  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 KV5677  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV5677
 KV5677  HORZ ORDER  -  THIRD
 KV5677
 KV5677.The horizontal coordinates were established by classical geodetic methods
 KV5677.and adjusted by the National Geodetic Survey in September 1999..
 KV5677
 KV5677.The orthometric height was scaled from a topographic map.
 KV5677
 KV5677.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5677
 KV5677.The geoid height was determined by GEOID03.
 KV5677
 KV5677;                    North         East     Units Scale Factor Converg.
 KV5677;SPC NJ       -   142,807.855   124,966.662   MT  0.99990771   -0 11 21.3
 KV5677;SPC NJ       -   468,528.77    409,994.79   sFT  0.99990771   -0 11 21.3
 KV5677;SPC PA S     -    91,493.967   851,957.299   MT  0.99997613   +1 55 04.9
 KV5677;SPC PA S     -   300,176.46  2,795,129.91   sFT  0.99997613   +1 55 04.9
 KV5677;UTM  18      - 4,441,025.741   517,579.642   MT  0.99960380   +0 07 58.6
 KV5677
 KV5677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5677!SPC NJ       -   1.00000207  x   0.99990771  =   0.99990978
 KV5677!SPC PA S     -   1.00000207  x   0.99997613  =   0.99997820
 KV5677!UTM  18      -   1.00000207  x   0.99960380  =   0.99960586
 KV5677
 KV5677:                Primary Azimuth Mark                     Grid Az
 KV5677:SPC NJ       -  WARNER                                   060 00 06.3
 KV5677:SPC PA S     -  WARNER                                   057 53 40.1
 KV5677:UTM  18      -  WARNER                                   059 40 46.4
 KV5677
 KV5677|---------------------------------------------------------------------|
 KV5677| PID    Reference Object                     Distance      Geod. Az  |
 KV5677|                                                           dddmmss.s |
 KV5677| KV5549 WARNER                              APPROX. 1.4 KM 0594845.0 |
 KV5677| KV5673 ROEBLING RANGE REAR LIGHT           APPROX. 1.4 KM 0810459.0 |
 KV5677| KV5671 ROEBLING RANGE FRONT LIGHT          APPROX. 1.3 KM 0811043.0 |
 KV5677| CB5709 BLUFF RM 1                           20.866 METERS 13443     |
 KV5677| KV5676 FLORENCE STANDPIPE                  379.191 METERS 19059     |
 KV5677| CB5710 BLUFF RM 2                           13.853 METERS 24415     |
 KV5677|---------------------------------------------------------------------|
 KV5677
 KV5677                          SUPERSEDED SURVEY CONTROL
 KV5677
 KV5677  NAD 83(1986)-  40 07 09.70090(N)    074 47 37.29469(W) AD(       ) 3
 KV5677  NAD 27      -  40 07 09.30600(N)    074 47 38.70600(W) AD(       ) 3
 KV5677
 KV5677.Superseded values are not recommended for survey control.
 KV5677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5677.See file dsdata.txt to determine how the superseded data were derived.
 KV5677
 KV5677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1758041026(NAD 83)
 KV5677_MARKER: DS = TRIANGULATION STATION DISK
 KV5677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5677_STAMPING: BLUFF 1935
 KV5677_MARK LOGO: CGS   
 KV5677_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5677+STABILITY: SURFACE MOTION
 KV5677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5677+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1990
 KV5677
 KV5677  HISTORY     - Date     Condition        Report By
 KV5677  HISTORY     - 1935     MONUMENTED       CGS
 KV5677  HISTORY     - 1947     GOOD             CGS
 KV5677  HISTORY     - 19900524 GOOD             NJGS
 KV5677
 KV5677                          STATION DESCRIPTION
 KV5677
 KV5677'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5677'BETWEEN FLORENCE AND ROEBLING, 0.5 MILE E OF FLORENCE BUSINESS
 KV5677'DISTRICT, ACROSS FRONT STREET FROM THE C. B. GROSVENER PROPERTY,
 KV5677'1.0 METER INSIDE EDGE OF BLUFF, 15.07 METERS E OF P.S.E. COMPANY
 KV5677'POLE 1774 FL, 12.0 METERS SE OF A 2-FOOT TREE, 16.9
 KV5677'METERS NE OF FRONT STREET CENTER LINE, 49.5 METERS NW OF OAK AND
 KV5677'FRONT STREETS CENTER LINE INTERSECTION, 22.0 METERS NW OF
 KV5677'P.S.E. COMPANY POLE 1775.
 KV5677'
 KV5677'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5677'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 KV5677'
 KV5677'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV5677
 KV5677                          STATION RECOVERY (1947)
 KV5677
 KV5677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5677'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5677'ADEQUATE WITH THE FOLLOWING CHANGES--
 KV5677'
 KV5677'1.  DELETE REFERENCE TO A 2-FOOT TREE.
 KV5677'
 KV5677'2.  ADD STATION MARK PROJECTS 6 INCHES.
 KV5677
 KV5677                          STATION RECOVERY (1990)
 KV5677
 KV5677'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV5677'THE STATION IS LOCATED IN FLORENCE TOWNSHIP IN THE TOWN OF FLORENCE IN
 KV5677'BURLINGTON COUNTY ON THE NORTH SIDE OF EAST FRONT STREET, ABOUT 1.0 M
 KV5677'(3.3 FT) FROM THE EDGE OF A BLUFF.  TO REACH THE STATION FROM THE
 KV5677'JUNCTION OF U.S.  HIGHWAY 130 AND DELAWARE AVENUE, COUNTY ROAD 656, GO
 KV5677'NORTHWEST ON DELAWARE AVENUE FOR 1.0 MI (1.6 KM) TO THE JUNCTION WITH
 KV5677'EAST FRONT STREET ON THE LEFT.  TURN LEFT AND GO WEST ON EAST FRONT
 KV5677'STREET FOR ABOUT 48 M (157.5 FT) TO THE STATION ON THE RIGHT. THE
 KV5677'STATION IS OPPOSITE THE APPROXIMATE PROPERTY LINE BETWEEN HOUSE
 KV5677'NUMBERS 636 AND 644.  THE STATION IS 16.7 M (54.8 FT) NORTHEAST FROM
 KV5677'POLE NUMBER 1774 FL, 23.35 M (76.61 FT) NORTHWEST FROM POLE NUMBER
 KV5677'60675 FL AND 16.3 M (53.5 FT) NORTH FROM THE CENTERLINE OF EAST FRONT
 KV5677'STREET.  THE STATION IS A STANDARD CGS DISK STAMPED, BLUFF 1935, SET
 KV5677'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 12 INCHES ABOVE
 KV5677'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6242 ***********************************************************************
 KV6242  DESIGNATION -  BLUFF RM 1
 KV6242  PID         -  KV6242
 KV6242  STATE/COUNTY-  NJ/MONMOUTH
 KV6242  USGS QUAD   -  LONG BRANCH (1981)
 KV6242
 KV6242                         *CURRENT SURVEY CONTROL
 KV6242  ___________________________________________________________________
 KV6242* NAD 83(1996)-  40 19 44.59641(N)    074 00 43.83863(W)     ADJUSTED  
 KV6242* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV6242  ___________________________________________________________________
 KV6242  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 KV6242  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KV6242
 KV6242  HORZ ORDER  -  THIRD
 KV6242
 KV6242.The horizontal coordinates were established by classical geodetic methods
 KV6242.and adjusted by the National Geodetic Survey in September 1999..
 KV6242.No horizontal observational check was made to the station.
 KV6242
 KV6242.The orthometric height was scaled from a topographic map.
 KV6242
 KV6242.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6242
 KV6242.The geoid height was determined by GEOID03.
 KV6242
 KV6242;                    North         East     Units Scale Factor Converg.
 KV6242;SPC NJ       -   166,162.453   191,452.346   MT  0.99992114   +0 18 56.6
 KV6242;SPC NJ       -   545,151.31    628,123.24   sFT  0.99992114   +0 18 56.6
 KV6242;UTM  18      - 4,464,748.275   583,914.790   MT  0.99968668   +0 38 21.6
 KV6242
 KV6242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6242!SPC NJ       -   1.00000476  x   0.99992114  =   0.99992590
 KV6242!UTM  18      -   1.00000476  x   0.99968668  =   0.99969144
 KV6242
 KV6242                          SUPERSEDED SURVEY CONTROL
 KV6242
 KV6242  NAD 83(1986)-  40 19 44.59361(N)    074 00 43.83355(W) AD(       ) 3
 KV6242
 KV6242.Superseded values are not recommended for survey control.
 KV6242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6242.See file dsdata.txt to determine how the superseded data were derived.
 KV6242
 KV6242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8391564748(NAD 83)
 KV6242_MARKER: DR = REFERENCE MARK DISK
 KV6242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6242_SP_SET: CONCRETE POST
 KV6242_STAMPING: BLUFF RM 1 1934
 KV6242_MARK LOGO: CGS   
 KV6242_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6242+STABILITY: SURFACE MOTION
 KV6242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6242+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1988
 KV6242
 KV6242  HISTORY     - Date     Condition        Report By
 KV6242  HISTORY     - UNK      MONUMENTED
 KV6242  HISTORY     - 19881104 GOOD             NJGS
 KV6242
 KV6242                          STATION DESCRIPTION
 KV6242
 KV6242'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6242'TO REACH THE MARK GO 2.4 KM (3.86 MI) SOUTH ALONG SEVEN BRIDGES ROAD
 KV6242'FROM THE JUNCTION WITH RUMSON ROAD AT THE EAST END OF LITTLE SILVER,
 KV6242'THENCE 0.8 KM (1.29 MI) EAST ON GOOSE NECK POINT ROAD TO THE STATION
 KV6242'ON THE SOUTH BANK OF THE SHEWSBURY RIVER IN THE REAR OF THE HOME OF
 KV6242'ROBERT BROEGE, AT 93 GOOSE NECK POINT ROAD, PHONE 201 229 6156.  THE
 KV6242'STATION IS LOCATED ABOUT 17.0 M (55.77 FT) SOUTHEAST OF BENCH MARK 1
 KV6242'NJBCN, 16.6 M (54.46 FT) SOUTHEAST OF A WITNESS POST, 13.25 M
 KV6242'(43.47 FT) SOUTH OF A WOODEN BULKHEAD, 13.5 M (44.29 FT) NORTHEAST OF
 KV6242'A WELL CASING PIPE, 20.95 M (68.73 FT) NORTH OF THE NORTH ANGLE POINT
 KV6242'OF A STONE WALL, 29.8 M (97.77 FT) NORTHEAST OF THE WEST END OF A
 KV6242'STONE WALL, AND 0.01 M (0.03 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6243 ***********************************************************************
 KV6243  DESIGNATION -  BLUFF RM 2
 KV6243  PID         -  KV6243
 KV6243  STATE/COUNTY-  NJ/MONMOUTH
 KV6243  USGS QUAD   -  LONG BRANCH (1981)
 KV6243
 KV6243                         *CURRENT SURVEY CONTROL
 KV6243  ___________________________________________________________________
 KV6243* NAD 83(1996)-  40 19 44.03810(N)    074 00 44.42451(W)     ADJUSTED  
 KV6243* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV6243  ___________________________________________________________________
 KV6243  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 KV6243  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KV6243
 KV6243  HORZ ORDER  -  THIRD
 KV6243
 KV6243.The horizontal coordinates were established by classical geodetic methods
 KV6243.and adjusted by the National Geodetic Survey in September 1999..
 KV6243.No horizontal observational check was made to the station.
 KV6243
 KV6243.The orthometric height was scaled from a topographic map.
 KV6243
 KV6243.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6243
 KV6243.The geoid height was determined by GEOID03.
 KV6243
 KV6243;                    North         East     Units Scale Factor Converg.
 KV6243;SPC NJ       -   166,145.157   191,438.612   MT  0.99992113   +0 18 56.2
 KV6243;SPC NJ       -   545,094.57    628,078.18   sFT  0.99992113   +0 18 56.2
 KV6243;UTM  18      - 4,464,730.906   583,901.157   MT  0.99968665   +0 38 21.2
 KV6243
 KV6243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6243!SPC NJ       -   1.00000462  x   0.99992113  =   0.99992575
 KV6243!UTM  18      -   1.00000462  x   0.99968665  =   0.99969127
 KV6243
 KV6243                          SUPERSEDED SURVEY CONTROL
 KV6243
 KV6243  NAD 83(1986)-  40 19 44.03512(N)    074 00 44.41935(W) AD(       ) 3
 KV6243
 KV6243.Superseded values are not recommended for survey control.
 KV6243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6243.See file dsdata.txt to determine how the superseded data were derived.
 KV6243
 KV6243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8390164731(NAD 83)
 KV6243_MARKER: DR = REFERENCE MARK DISK
 KV6243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6243_SP_SET: CONCRETE POST
 KV6243_STAMPING: BLUFF RM 2 1934
 KV6243_MARK LOGO: CGS   
 KV6243_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6243+STABILITY: SURFACE MOTION
 KV6243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6243+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1988
 KV6243
 KV6243  HISTORY     - Date     Condition        Report By
 KV6243  HISTORY     - 1934     MONUMENTED       CGS
 KV6243  HISTORY     - 19881104 POOR             NJGS
 KV6243
 KV6243                          STATION DESCRIPTION
 KV6243
 KV6243'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6243'TO REACH THE MARK GO 2.4 KM (3.86 MI) SOUTH ALONG SEVEN BRIDGES ROAD
 KV6243'FROM THE JUNCTION WITH RUMSON ROAD AT THE EAST END OF LITTLE SILVER,
 KV6243'THENCE 0.8 KM (1.29 MI) EAST ON GOOSE NECK POINT ROAD TO THE STATION
 KV6243'ON THE SOUTH BANK OF THE SHREWSBURY RIVER IN THE REAR OF THE HOME OF
 KV6243'ROBERT BROEGE, AT 93 GOOSE NECK POINT ROAD, PHONE 201 229 6156.  THE
 KV6243'STATION IS LOCATED ABOUT 22.1 M (72.51 FT) SOUTH SOUTHWEST OF BLUFF
 KV6243'RM 1, 25.05 M (82.18 FT) SOUTH OF BENCH MARK 1 NJBCN, 27.25 M
 KV6243'(89.40 FT) SOUTH OF A WITNESS POST, 12.0 M (39.37 FT) NORTHWEST OF A
 KV6243'NORTH ANGLE POINT OF A STONE WALL, 10.68 M (35.04 FT) NORTH NORTHWEST
 KV6243'OF THE WEST END OF A STONE WALL, 34.5 M (113.19 FT) SOUTHEAST OF A
 KV6243'FLAG POLE, 9.55 M (31.33 FT) SOUTH FROM A WELL CASING AND 0.3 M
 KV6243'(0.98 FT) BELOW THE GROUND.  NOTE THAT THE MONUMENT IS LEANING TO THE
 KV6243'SOUTH AND THE HIGH POINT WAS LEVELED TO AT THIS TIME..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0009 ***********************************************************************
 KV0009  DESIGNATION -  BM NJGS RESET 1933
 KV0009  PID         -  KV0009
 KV0009  STATE/COUNTY-  NJ/MIDDLESEX
 KV0009  USGS QUAD   -  PERTH AMBOY (1981)
 KV0009
 KV0009                         *CURRENT SURVEY CONTROL
 KV0009  ___________________________________________________________________
 KV0009* NAD 83(1986)-  40 30 22.     (N)    074 16 00.     (W)     SCALED    
 KV0009* NAVD 88     -        18.258  (meters)      59.90   (feet)  ADJUSTED  
 KV0009  ___________________________________________________________________
 KV0009  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV0009  DYNAMIC HT  -          18.250 (meters)      59.88  (feet)  COMP
 KV0009  MODELED GRAV-     980,218.0   (mgal)                       NAVD 88
 KV0009
 KV0009  VERT ORDER  -  SECOND    CLASS 0
 KV0009
 KV0009.The horizontal coordinates were scaled from a topographic map and have
 KV0009.an estimated accuracy of +/- 6 seconds.
 KV0009
 KV0009.The orthometric height was determined by differential leveling
 KV0009.and adjusted by the National Geodetic Survey in June 1991..
 KV0009
 KV0009.The geoid height was determined by GEOID03.
 KV0009
 KV0009.The dynamic height is computed by dividing the NAVD 88
 KV0009.geopotential number by the normal gravity value computed on the
 KV0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0009.degrees latitude (g = 980.6199 gals.).
 KV0009
 KV0009.The modeled gravity was interpolated from observed gravity values.
 KV0009
 KV0009;                    North         East    Units  Estimated Accuracy
 KV0009;SPC NJ       -   185,730.      169,780.      MT  (+/- 180 meters Scaled)
 KV0009
 KV0009                          SUPERSEDED SURVEY CONTROL
 KV0009
 KV0009  NGVD 29 (04/16/92)   18.560  (m)           60.89   (f) ADJUSTED    2 0
 KV0009
 KV0009.Superseded values are not recommended for survey control.
 KV0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0009.See file dsdata.txt to determine how the superseded data were derived.
 KV0009
 KV0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK621841(NAD 83)
 KV0009_MARKER: Z = SEE DESCRIPTION
 KV0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0009+STABILITY: SURFACE MOTION
 KV0009
 KV0009  HISTORY     - Date     Condition        Report By
 KV0009  HISTORY     - 1933     MONUMENTED       NJGS
 KV0009  HISTORY     - 1964     GOOD             CGS
 KV0009
 KV0009                          STATION DESCRIPTION
 KV0009
 KV0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0009'AT PERTH AMBOY.
 KV0009'AT PERTH AMBOY, AT THE INTERSECTION OF HIGH STREET AND MARKET
 KV0009'STREETS, SET AT THE SOUTH SIDE OF A TRIANGULAR FLOWER BED AT THE
 KV0009'SOUTH END OF TRAFFIC CIRCLE, 8.5 FEET SOUTHWEST OF THE NORTHEAST
 KV0009'CORNER OF FLOWER BED, 7.5 FEET EAST OF THE NORTHWEST CORNER OF
 KV0009'FLOWER BED, 5.7 FEET NORTHWEST OF THE EAST CORNER OF FLOWER BED,
 KV0009'2.2 FEET NORTH-NORTHEAST OF THE SOUTHWEST PART OF FLOWER BED,
 KV0009'ABOUT 0.9 FOOT BELOW THE LEVEL OF THE FLOWER BED AND ON THE TOP
 KV0009'OF A GRANITE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0698 ***********************************************************************
 KV0698  DESIGNATION -  BM USWB
 KV0698  PID         -  KV0698
 KV0698  STATE/COUNTY-  NJ/MONMOUTH
 KV0698  USGS QUAD   -  SANDY HOOK (1981)
 KV0698
 KV0698                         *CURRENT SURVEY CONTROL
 KV0698  ___________________________________________________________________
 KV0698* NAD 83(1986)-  40 28 16.     (N)    074 00 41.     (W)     SCALED    
 KV0698* NAVD 88     -         4.685  (meters)      15.37   (feet)  ADJUSTED  
 KV0698  ___________________________________________________________________
 KV0698  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV0698  DYNAMIC HT  -           4.683 (meters)      15.36  (feet)  COMP
 KV0698  MODELED GRAV-     980,206.2   (mgal)                       NAVD 88
 KV0698
 KV0698  VERT ORDER  -  FIRST     CLASS II
 KV0698
 KV0698.The horizontal coordinates were scaled from a topographic map and have
 KV0698.an estimated accuracy of +/- 6 seconds.
 KV0698
 KV0698.The orthometric height was determined by differential leveling
 KV0698.and adjusted by the National Geodetic Survey in June 1991..
 KV0698
 KV0698.The geoid height was determined by GEOID03.
 KV0698
 KV0698.The dynamic height is computed by dividing the NAVD 88
 KV0698.geopotential number by the normal gravity value computed on the
 KV0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0698.degrees latitude (g = 980.6199 gals.).
 KV0698
 KV0698.The modeled gravity was interpolated from observed gravity values.
 KV0698
 KV0698;                    North         East    Units  Estimated Accuracy
 KV0698;SPC NJ       -   181,940.      191,430.      MT  (+/- 180 meters Scaled)
 KV0698
 KV0698                          SUPERSEDED SURVEY CONTROL
 KV0698
 KV0698  NGVD 29 (04/16/92)    5.012  (m)           16.44   (f) ADJUSTED    1 2
 KV0698
 KV0698.Superseded values are not recommended for survey control.
 KV0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0698.See file dsdata.txt to determine how the superseded data were derived.
 KV0698
 KV0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK838805(NAD 83)
 KV0698_MARKER: DD = SURVEY DISK
 KV0698_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0698_SP_SET: DOORSILL
 KV0698_STAMPING: 19.37
 KV0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0698
 KV0698  HISTORY     - Date     Condition        Report By
 KV0698  HISTORY     - UNK      MONUMENTED       USWB
 KV0698  HISTORY     - 1952     GOOD             CGS
 KV0698  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0698  HISTORY     - 19950622 MARK NOT FOUND   NJGS
 KV0698
 KV0698                          STATION DESCRIPTION
 KV0698
 KV0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0698'AT FORT HANCOCK.
 KV0698'AT FORT HANCOCK, ON SANDY HOOK, ABOUT 70 YARDS WEST OF COAST
 KV0698'GUARD STATION, SET IN THE TOP OF THE EAST END OF THE DOOR SILL
 KV0698'OF THE MAIN ENTRANCE TO ABANDONED U.S. WEATHER BUREAU BUILDING,
 KV0698'1/2 FOOT WEST OF EAST END OF DOOR SILL AND ABOUT 1/2 FOOT
 KV0698'ABOVE CONCRETE PORCH FLOOR.
 KV0698
 KV0698                          STATION RECOVERY (1964)
 KV0698
 KV0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0698'MARK NOT FOUND.
 KV0698
 KV0698                          STATION RECOVERY (1995)
 KV0698
 KV0698'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 KV0698'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV0698'SEARCH BY A TWO MAN PARTY.  THE ABANDONED BUILDING FOR THE FORMER U.S.
 KV0698'WEATHER BUREAU WAS DEMOLISHED AT SOME TIME IN THE PAST.  THE STATION
 KV0698'IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6459 ***********************************************************************
 KV6459  DESIGNATION -  B+O 10
 KV6459  PID         -  KV6459
 KV6459  STATE/COUNTY-  NJ/MIDDLESEX
 KV6459  USGS QUAD   -  ARTHUR KILL (1981)
 KV6459
 KV6459                         *CURRENT SURVEY CONTROL
 KV6459  ___________________________________________________________________
 KV6459* NAD 83(1996)-  40 36 14.33577(N)    074 12 16.97232(W)     ADJUSTED  
 KV6459* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 KV6459  ___________________________________________________________________
 KV6459  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 KV6459  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV6459
 KV6459  HORZ ORDER  -  THIRD
 KV6459
 KV6459.The horizontal coordinates were established by classical geodetic methods
 KV6459.and adjusted by the National Geodetic Survey in September 1999..
 KV6459
 KV6459.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6459
 KV6459.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6459
 KV6459.The geoid height was determined by GEOID03.
 KV6459
 KV6459;                    North         East     Units Scale Factor Converg.
 KV6459;SPC NJ       -   196,616.058   174,989.518   MT  0.99990768   +0 11 31.9
 KV6459;SPC NJ       -   645,064.52    574,111.44   sFT  0.99990768   +0 11 31.9
 KV6459;SPC NY L     -    48,582.110   282,673.574   MT  1.00000408   -0 08 02.0
 KV6459;SPC NY L     -   159,389.81    927,404.88   sFT  1.00000408   -0 08 02.0
 KV6459;SPC NY E     -   196,616.058   174,989.518   MT  0.99990768   +0 11 31.9
 KV6459;SPC NY E     -   645,064.52    574,111.44   sFT  0.99990768   +0 11 31.9
 KV6459;UTM  18      - 4,495,100.760   567,283.782   MT  0.99965572   +0 31 03.4
 KV6459
 KV6459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6459!SPC NJ       -   1.00000466  x   0.99990768  =   0.99991234
 KV6459!SPC NY L     -   1.00000466  x   1.00000408  =   1.00000874
 KV6459!SPC NY E     -   1.00000466  x   0.99990768  =   0.99991234
 KV6459!UTM  18      -   1.00000466  x   0.99965572  =   0.99966037
 KV6459
 KV6459                          SUPERSEDED SURVEY CONTROL
 KV6459
 KV6459  NAD 83(1996)-  40 36 14.33577(N)    074 12 16.97232(W) AD(       ) 3
 KV6459  NAD 83(1986)-  40 36 14.33628(N)    074 12 16.97252(W) AD(       ) 3
 KV6459  NGVD 29 (09/24/91)    3.0    (m)           10.     (f) VERT ANG       
 KV6459
 KV6459.Superseded values are not recommended for survey control.
 KV6459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6459.See file dsdata.txt to determine how the superseded data were derived.
 KV6459
 KV6459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6728495101(NAD 83)
 KV6459_MARKER: DD = SURVEY DISK
 KV6459_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV6459+WITH SETTING: PAVEMENT
 KV6459_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6459+STABILITY: SURFACE MOTION
 KV6459
 KV6459  HISTORY     - Date     Condition        Report By
 KV6459  HISTORY     - 1985     MONUMENTED       B+OINC
 KV6459
 KV6459                          STATION DESCRIPTION
 KV6459
 KV6459'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6459'STATION IS LOCATED ON THE WEST SIDE OF ARTHUR KILL RIVER ON TREMLEY
 KV6459'POINT AT THE B + P OIL COMPANY LOADING DOCKS ON THE EXTREME NW
 KV6459'DOLPHIN.  MARK IS A BRASS DISK CEMENTED IN A DRILL HOLE IN THE
 KV6459'CONCRETE AND STAMPED---B + O NO 10 1985.  THE MARK IS 5.6 FEET NORTH
 KV6459'OF A MOORING POST.  THE STATION WAS REACHED BY BOAT BUT COULD ALSO BE
 KV6459'REACHED THRU THE BP OIL COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6461 ***********************************************************************
 KV6461  DESIGNATION -  B+O 12
 KV6461  PID         -  KV6461
 KV6461  STATE/COUNTY-  NJ/MIDDLESEX
 KV6461  USGS QUAD   -  ELIZABETH (1995)
 KV6461
 KV6461                         *CURRENT SURVEY CONTROL
 KV6461  ___________________________________________________________________
 KV6461* NAD 83(1996)-  40 38 15.92273(N)    074 11 47.56957(W)     ADJUSTED  
 KV6461* NAVD 88     -         2.6    (meters)       9.     (feet)  VERTCON   
 KV6461  ___________________________________________________________________
 KV6461  LAPLACE CORR-           5.78  (seconds)                    DEFLEC99
 KV6461  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV6461
 KV6461  HORZ ORDER  -  THIRD
 KV6461
 KV6461.The horizontal coordinates were established by classical geodetic methods
 KV6461.and adjusted by the National Geodetic Survey in September 1999..
 KV6461
 KV6461.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6461
 KV6461.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6461
 KV6461.The geoid height was determined by GEOID03.
 KV6461
 KV6461;                    North         East     Units Scale Factor Converg.
 KV6461;SPC NJ       -   200,368.546   175,667.784   MT  0.99990811   +0 11 51.5
 KV6461;SPC NJ       -   657,375.80    576,336.72   sFT  0.99990811   +0 11 51.5
 KV6461;SPC NY L     -    52,331.033   283,373.255   MT  1.00000173   -0 07 42.8
 KV6461;SPC NY L     -   171,689.40    929,700.42   sFT  1.00000173   -0 07 42.8
 KV6461;SPC NY E     -   200,368.546   175,667.784   MT  0.99990811   +0 11 51.5
 KV6461;SPC NY E     -   657,375.80    576,336.72   sFT  0.99990811   +0 11 51.5
 KV6461;UTM  18      - 4,498,856.096   567,940.551   MT  0.99965682   +0 31 23.8
 KV6461
 KV6461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6461!SPC NJ       -   1.00000467  x   0.99990811  =   0.99991278
 KV6461!SPC NY L     -   1.00000467  x   1.00000173  =   1.00000640
 KV6461!SPC NY E     -   1.00000467  x   0.99990811  =   0.99991278
 KV6461!UTM  18      -   1.00000467  x   0.99965682  =   0.99966149
 KV6461
 KV6461                          SUPERSEDED SURVEY CONTROL
 KV6461
 KV6461  NAD 83(1996)-  40 38 15.92273(N)    074 11 47.56957(W) AD(       ) 3
 KV6461  NAD 83(1986)-  40 38 15.92321(N)    074 11 47.57012(W) AD(       ) 3
 KV6461  NGVD 29 (09/24/91)    2.9    (m)           10.     (f) VERT ANG       
 KV6461
 KV6461.Superseded values are not recommended for survey control.
 KV6461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6461.See file dsdata.txt to determine how the superseded data were derived.
 KV6461
 KV6461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6794198856(NAD 83)
 KV6461_MARKER: DD = SURVEY DISK
 KV6461_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV6461+WITH SETTING: PAVEMENT
 KV6461_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6461+STABILITY: SURFACE MOTION
 KV6461
 KV6461  HISTORY     - Date     Condition        Report By
 KV6461  HISTORY     - 1985     MONUMENTED       B+OINC
 KV6461
 KV6461                          STATION DESCRIPTION
 KV6461
 KV6461'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6461'STATION IS LOCATED ON THE WEST SIDE OF THE ARTHUR KILL RIVER IN A
 KV6461'CONCRETE WALK ON THE EAST SIDE OF THE WEST CONCRETE PIER THAT SUPPORTS
 KV6461'THE LIFT RAILROAD BRIDGE ACROSS THE RIVER AND IS JUST NORTH OF THE
 KV6461'GOETHALS RIVER BRIDGE.
 KV6461'
 KV6461'STATION IS MARKED BY A BRASS DISK CEMENTED IN A DRILL HOLE IN THE
 KV6461'CONCRETE WALK, IT IS STAMPED---B + O NO 12 1985 AND IS 2.4 FEET NORTH
 KV6461'OF THE SOUTH END OF THE WALK.
 KV6461'
 KV6461'STATION MUST BE REACHED BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6462 ***********************************************************************
 KV6462  DESIGNATION -  B+O 13
 KV6462  PID         -  KV6462
 KV6462  STATE/COUNTY-  NJ/MIDDLESEX
 KV6462  USGS QUAD   -  ELIZABETH (1995)
 KV6462
 KV6462                         *CURRENT SURVEY CONTROL
 KV6462  ___________________________________________________________________
 KV6462* NAD 83(1996)-  40 38 48.47741(N)    074 11 08.02913(W)     ADJUSTED  
 KV6462* NAVD 88     -         2.4    (meters)       8.     (feet)  VERTCON   
 KV6462  ___________________________________________________________________
 KV6462  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 KV6462  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KV6462
 KV6462  HORZ ORDER  -  THIRD
 KV6462
 KV6462.The horizontal coordinates were established by classical geodetic methods
 KV6462.and adjusted by the National Geodetic Survey in September 1999..
 KV6462
 KV6462.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6462
 KV6462.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6462
 KV6462.The geoid height was determined by GEOID03.
 KV6462
 KV6462;                    North         East     Units Scale Factor Converg.
 KV6462;SPC NJ       -   201,375.905   176,593.240   MT  0.99990870   +0 12 17.4
 KV6462;SPC NJ       -   660,680.78    579,372.99   sFT  0.99990870   +0 12 17.4
 KV6462;SPC NY L     -    53,333.200   284,304.517   MT  1.00000116   -0 07 16.9
 KV6462;SPC NY L     -   174,977.34    932,755.74   sFT  1.00000116   -0 07 16.9
 KV6462;SPC NY E     -   201,375.905   176,593.240   MT  0.99990870   +0 12 17.4
 KV6462;SPC NY E     -   660,680.78    579,372.99   sFT  0.99990870   +0 12 17.4
 KV6462;UTM  18      - 4,499,868.445   568,860.035   MT  0.99965836   +0 31 49.9
 KV6462
 KV6462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6462!SPC NJ       -   1.00000469  x   0.99990870  =   0.99991339
 KV6462!SPC NY L     -   1.00000469  x   1.00000116  =   1.00000585
 KV6462!SPC NY E     -   1.00000469  x   0.99990870  =   0.99991339
 KV6462!UTM  18      -   1.00000469  x   0.99965836  =   0.99966305
 KV6462
 KV6462                          SUPERSEDED SURVEY CONTROL
 KV6462
 KV6462  NAD 83(1996)-  40 38 48.47741(N)    074 11 08.02913(W) AD(       ) 3
 KV6462  NAD 83(1986)-  40 38 48.47789(N)    074 11 08.02968(W) AD(       ) 3
 KV6462  NGVD 29 (09/24/91)    2.7    (m)            9.     (f) VERT ANG       
 KV6462
 KV6462.Superseded values are not recommended for survey control.
 KV6462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6462.See file dsdata.txt to determine how the superseded data were derived.
 KV6462
 KV6462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6886099868(NAD 83)
 KV6462_MARKER: X = CHISELED CROSS
 KV6462_SETTING: 0 = UNSPECIFIED SETTING
 KV6462_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6462
 KV6462  HISTORY     - Date     Condition        Report By
 KV6462  HISTORY     - 1985     MONUMENTED       B+OINC
 KV6462
 KV6462                          STATION DESCRIPTION
 KV6462
 KV6462'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6462'STATION IS LOCATED ON THE WEST BANK OF THE ARTHUR KILL RIVER IN A
 KV6462'SMALL CITY PARK IN ELISABETH, NEW JERSEY.  IT IS KNOWN AS ELISABETH
 KV6462'PORT REACH.  THE STATION IS MARKED BY A CHISELED CROSS NEAR THE
 KV6462'NORTHEAST CORNER OF A SIDEWALK THAT FORMS A SQUARE ABOUT 25 BY 25 FOOT
 KV6462'SQUARE AT THE EXTREME NORTHWEST CORNER OF THE DOCK.  IT IS 2.9 FEET
 KV6462'SOUTH OF THE IRON FENCE, 65 FT NORTH OF THE NORTH ONE OF 6 FLAGPOLES.
 KV6462'THE STATION WAS REACHED BY BOAT BUT CAN ALSO BE REACHED BY TRUCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6465 ***********************************************************************
 KV6465  DESIGNATION -  B+O 16
 KV6465  PID         -  KV6465
 KV6465  STATE/COUNTY-  NJ/HUDSON
 KV6465  USGS QUAD   -  JERSEY CITY (1981)
 KV6465
 KV6465                         *CURRENT SURVEY CONTROL
 KV6465  ___________________________________________________________________
 KV6465* NAD 83(1996)-  40 39 26.68964(N)    074 03 55.26202(W)     ADJUSTED  
 KV6465* NAVD 88     -         3.9    (meters)      13.     (feet)  VERTCON   
 KV6465  ___________________________________________________________________
 KV6465  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 KV6465  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 KV6465
 KV6465  HORZ ORDER  -  THIRD
 KV6465
 KV6465.The horizontal coordinates were established by classical geodetic methods
 KV6465.and adjusted by the National Geodetic Survey in September 1999..
 KV6465
 KV6465.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6465
 KV6465.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6465
 KV6465.The geoid height was determined by GEOID03.
 KV6465
 KV6465;                    North         East     Units Scale Factor Converg.
 KV6465;SPC NJ       -   202,597.797   186,754.380   MT  0.99991662   +0 16 59.5
 KV6465;SPC NJ       -   664,689.61    612,710.00   sFT  0.99991662   +0 16 59.5
 KV6465;SPC NY L     -    54,497.349   294,473.346   MT  1.00000053   -0 02 33.9
 KV6465;SPC NY L     -   178,796.72    966,117.97   sFT  1.00000053   -0 02 33.9
 KV6465;SPC NY E     -   202,597.797   186,754.380   MT  0.99991662   +0 16 59.5
 KV6465;SPC NY E     -   664,689.61    612,710.00   sFT  0.99991662   +0 16 59.5
 KV6465;UTM  18      - 4,501,147.775   579,011.576   MT  0.99967684   +0 36 32.4
 KV6465
 KV6465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6465!SPC NJ       -   1.00000442  x   0.99991662  =   0.99992104
 KV6465!SPC NY L     -   1.00000442  x   1.00000053  =   1.00000495
 KV6465!SPC NY E     -   1.00000442  x   0.99991662  =   0.99992104
 KV6465!UTM  18      -   1.00000442  x   0.99967684  =   0.99968126
 KV6465
 KV6465                          SUPERSEDED SURVEY CONTROL
 KV6465
 KV6465  NAD 83(1996)-  40 39 26.68964(N)    074 03 55.26202(W) AD(       ) 3
 KV6465  NAD 83(1996)-  40 39 26.68939(N)    074 03 55.26217(W) AD(       ) 3
 KV6465  NAD 83(1992)-  40 39 26.68942(N)    074 03 55.26241(W) AD(       ) 3
 KV6465  NAD 83(1986)-  40 39 26.68968(N)    074 03 55.26281(W) AD(       ) 3
 KV6465  NGVD 29 (09/24/91)    4.2    (m)           14.     (f) VERT ANG       
 KV6465
 KV6465.Superseded values are not recommended for survey control.
 KV6465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6465.See file dsdata.txt to determine how the superseded data were derived.
 KV6465
 KV6465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7901201148(NAD 83)
 KV6465_MARKER: DD = SURVEY DISK
 KV6465_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV6465+WITH SETTING: PAVEMENT
 KV6465_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6465+STABILITY: SURFACE MOTION
 KV6465
 KV6465  HISTORY     - Date     Condition        Report By
 KV6465  HISTORY     - 1985     MONUMENTED       B+OINC
 KV6465
 KV6465                          STATION DESCRIPTION
 KV6465
 KV6465'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6465'THE STATION IS LOCATED ON THE BASE OF ROBBINS REEF LIGHTHOUSE.
 KV6465'STATION IS MARKED WITH A 3-INCH BRASS DISK CEMENTED IN A DRILL HOLE
 KV6465'IN THE CONCRETE BASE ON THE NORTH SIDE OF THE LIGHTHOUSE.  THE MARK
 KV6465'IS STAMPED---B + O 16 1985.
 KV6465'
 KV6465'STATION REACHED BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6466 ***********************************************************************
 KV6466  DESIGNATION -  B+O 17
 KV6466  PID         -  KV6466
 KV6466  STATE/COUNTY-  NJ/HUDSON
 KV6466  USGS QUAD   -  ELIZABETH (1995)
 KV6466
 KV6466                         *CURRENT SURVEY CONTROL
 KV6466  ___________________________________________________________________
 KV6466* NAD 83(1996)-  40 39 16.89812(N)    074 08 49.14352(W)     ADJUSTED  
 KV6466* NAVD 88     -         9.6    (meters)      31.     (feet)  VERTCON   
 KV6466  ___________________________________________________________________
 KV6466  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 KV6466  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV6466
 KV6466  HORZ ORDER  -  THIRD
 KV6466
 KV6466.The horizontal coordinates were established by classical geodetic methods
 KV6466.and adjusted by the National Geodetic Survey in September 1999..
 KV6466
 KV6466.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6466
 KV6466.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6466
 KV6466.The geoid height was determined by GEOID03.
 KV6466
 KV6466;                    North         East     Units Scale Factor Converg.
 KV6466;SPC NJ       -   202,264.877   179,852.548   MT  0.99991097   +0 13 48.0
 KV6466;SPC NJ       -   663,597.35    590,066.23   sFT  0.99991097   +0 13 48.0
 KV6466;SPC NY L     -    54,203.683   287,569.131   MT  1.00000069   -0 05 46.1
 KV6466;SPC NY L     -   177,833.25    943,466.39   sFT  1.00000069   -0 05 46.1
 KV6466;SPC NY E     -   202,264.877   179,852.548   MT  0.99991097   +0 13 48.0
 KV6466;SPC NY E     -   663,597.35    590,066.23   sFT  0.99991097   +0 13 48.0
 KV6466;UTM  18      - 4,500,775.708   572,113.427   MT  0.99966401   +0 33 20.7
 KV6466
 KV6466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6466!SPC NJ       -   1.00000355  x   0.99991097  =   0.99991452
 KV6466!SPC NY L     -   1.00000355  x   1.00000069  =   1.00000424
 KV6466!SPC NY E     -   1.00000355  x   0.99991097  =   0.99991452
 KV6466!UTM  18      -   1.00000355  x   0.99966401  =   0.99966756
 KV6466
 KV6466                          SUPERSEDED SURVEY CONTROL
 KV6466
 KV6466  NAD 83(1996)-  40 39 16.89812(N)    074 08 49.14352(W) AD(       ) 3
 KV6466  NAD 83(1986)-  40 39 16.89839(N)    074 08 49.14402(W) AD(       ) 3
 KV6466  NGVD 29 (09/24/91)    9.9    (m)           32.     (f) VERT ANG       
 KV6466
 KV6466.Superseded values are not recommended for survey control.
 KV6466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6466.See file dsdata.txt to determine how the superseded data were derived.
 KV6466
 KV6466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7211300776(NAD 83)
 KV6466_MARKER: B = BOLT
 KV6466_SETTING: 0 = UNSPECIFIED SETTING
 KV6466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6466
 KV6466  HISTORY     - Date     Condition        Report By
 KV6466  HISTORY     - 1985     MONUMENTED       B+OINC
 KV6466
 KV6466                          STATION DESCRIPTION
 KV6466
 KV6466'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6466'THE STATION IS LOCATED IN NEWARK BAY SOUTH REACH ABOUT 1 MILE NORTH
 KV6466'OF BERGEN PT ON THE WEST SIDE OF NEWARK BAY SOUTH REACH ON THE EAST
 KV6466'PIER OF AN ABANDONED RAILROAD.  THE STATION IS MARKED WITH 3-INCH IRON
 KV6466'ROD THAT HAS BEEN CUT OFF AND PROJECTS ABOUT 3 INCHES ABOVE THE
 KV6466'CONCRETE, A PUNCH HOLE IN THE CENTER MARKS THE STATION AND IS
 KV6466'STAMPED---B + O NO 17 1985.  IT IS NECESSARY TO USE A BOAT TO REACH
 KV6466'THE STATION.
 KV6466'
 KV6466'THE PIER PROJECTS ABOUT 30 FEET ABOVE THE WATER.  TO REACH THE TOP OF
 KV6466'THE PIER, CLIMB THE LADDER AT THE SOUTH END OF THE PIER.  THIS LADDER
 KV6466'IS IN VERY POOR CONDITION AND SHOULD BE CLIMBED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6467 ***********************************************************************
 KV6467  DESIGNATION -  B+O 18
 KV6467  PID         -  KV6467
 KV6467  STATE/COUNTY-  NJ/HUDSON
 KV6467  USGS QUAD   -  ELIZABETH (1995)
 KV6467
 KV6467                         *CURRENT SURVEY CONTROL
 KV6467  ___________________________________________________________________
 KV6467* NAD 83(1996)-  40 40 19.92822(N)    074 07 32.46583(W)     ADJUSTED  
 KV6467* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 KV6467  ___________________________________________________________________
 KV6467  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 KV6467  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KV6467
 KV6467  HORZ ORDER  -  THIRD
 KV6467
 KV6467.The horizontal coordinates were established by classical geodetic methods
 KV6467.and adjusted by the National Geodetic Survey in September 1999..
 KV6467
 KV6467.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6467
 KV6467.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6467
 KV6467.The geoid height was determined by GEOID03.
 KV6467
 KV6467;                    North         East     Units Scale Factor Converg.
 KV6467;SPC NJ       -   204,216.395   181,645.443   MT  0.99991232   +0 14 38.2
 KV6467;SPC NJ       -   669,999.96    595,948.42   sFT  0.99991232   +0 14 38.2
 KV6467;SPC NY L     -    56,145.136   289,373.265   MT  0.99999970   -0 04 55.9
 KV6467;SPC NY L     -   184,202.83    949,385.45   sFT  0.99999970   -0 04 55.9
 KV6467;SPC NY E     -   204,216.395   181,645.443   MT  0.99991232   +0 14 38.2
 KV6467;SPC NY E     -   669,999.96    595,948.42   sFT  0.99991232   +0 14 38.2
 KV6467;UTM  18      - 4,502,736.908   573,894.757   MT  0.99966721   +0 34 11.4
 KV6467
 KV6467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6467!SPC NJ       -   1.00000480  x   0.99991232  =   0.99991712
 KV6467!SPC NY L     -   1.00000480  x   0.99999970  =   1.00000450
 KV6467!SPC NY E     -   1.00000480  x   0.99991232  =   0.99991712
 KV6467!UTM  18      -   1.00000480  x   0.99966721  =   0.99967201
 KV6467
 KV6467                          SUPERSEDED SURVEY CONTROL
 KV6467
 KV6467  NAD 83(1996)-  40 40 19.92821(N)    074 07 32.46583(W) AD(       ) 3
 KV6467  NAD 83(1986)-  40 40 19.92835(N)    074 07 32.46615(W) AD(       ) 3
 KV6467  NGVD 29 (09/24/91)    1.9    (m)            6.     (f) VERT ANG       
 KV6467
 KV6467.Superseded values are not recommended for survey control.
 KV6467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6467.See file dsdata.txt to determine how the superseded data were derived.
 KV6467
 KV6467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7389502737(NAD 83)
 KV6467_MARKER: DD = SURVEY DISK
 KV6467_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV6467+WITH SETTING: PAVEMENT
 KV6467_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6467+STABILITY: SURFACE MOTION
 KV6467
 KV6467  HISTORY     - Date     Condition        Report By
 KV6467  HISTORY     - 1985     MONUMENTED       B+OINC
 KV6467
 KV6467                          STATION DESCRIPTION
 KV6467
 KV6467'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6467'STATION IS LOCATED ON THE EAST SIDE OF NEWERK BAY MIDDLE REACH ON CITY
 KV6467'OF BAYONNE PROPERTY ABOUT 100 YARDS NW OF THE NW CORNER OF THE HIGH
 KV6467'SCHOOL STADIUM, 30 FEET SE OF THE NW CORNER OF A WOODEN RETAINING WALL
 KV6467'THAT IS IN POOR CONDITION AND 58 FEET NW OF THE NW CORNER OF A CANOPY
 KV6467'WITH PARK BENCHES.  STATION IS MARKED BY A 2-INCH BRASS DISK CEMENTED
 KV6467'IN A DRILL HOLE IN A LARGE BLOCK OF BURIED CONCRETE AND STAMPED---
 KV6467'B + O 18 1985.
 KV6467'
 KV6467'STATION WAS REACHED BY BOAT, BUT CAN ALSO BE DRIVEN TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6468 ***********************************************************************
 KV6468  DESIGNATION -  B+O 19
 KV6468  PID         -  KV6468
 KV6468  STATE/COUNTY-  NJ/ESSEX
 KV6468  USGS QUAD   -  JERSEY CITY (1981)
 KV6468
 KV6468                         *CURRENT SURVEY CONTROL
 KV6468  ___________________________________________________________________
 KV6468* NAD 83(1996)-  40 41 35.70301(N)    074 07 19.01959(W)     ADJUSTED  
 KV6468* NAVD 88     -         1.1    (meters)       4.     (feet)  VERTCON   
 KV6468  ___________________________________________________________________
 KV6468  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 KV6468  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KV6468
 KV6468  HORZ ORDER  -  THIRD
 KV6468
 KV6468.The horizontal coordinates were established by classical geodetic methods
 KV6468.and adjusted by the National Geodetic Survey in September 1999..
 KV6468
 KV6468.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6468
 KV6468.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6468
 KV6468.The geoid height was determined by GEOID03.
 KV6468
 KV6468;                    North         East     Units Scale Factor Converg.
 KV6468;SPC NJ       -   206,554.916   181,951.162   MT  0.99991256   +0 14 47.4
 KV6468;SPC NJ       -   677,672.25    596,951.44   sFT  0.99991256   +0 14 47.4
 KV6468;SPC NY L     -    58,482.080   289,692.321   MT  0.99999863   -0 04 47.2
 KV6468;SPC NY L     -   191,869.96    950,432.22   sFT  0.99999863   -0 04 47.2
 KV6468;SPC NY E     -   206,554.916   181,951.162   MT  0.99991256   +0 14 47.4
 KV6468;SPC NY E     -   677,672.25    596,951.44   sFT  0.99991256   +0 14 47.4
 KV6468;UTM  18      - 4,505,076.556   574,187.095   MT  0.99966774   +0 34 21.1
 KV6468
 KV6468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6468!SPC NJ       -   1.00000487  x   0.99991256  =   0.99991743
 KV6468!SPC NY L     -   1.00000487  x   0.99999863  =   1.00000350
 KV6468!SPC NY E     -   1.00000487  x   0.99991256  =   0.99991743
 KV6468!UTM  18      -   1.00000487  x   0.99966774  =   0.99967261
 KV6468
 KV6468                          SUPERSEDED SURVEY CONTROL
 KV6468
 KV6468  NAD 83(1996)-  40 41 35.70301(N)    074 07 19.01958(W) AD(       ) 3
 KV6468  NAD 83(1996)-  40 41 35.70311(N)    074 07 19.01958(W) AD(       ) 3
 KV6468  NAD 83(1992)-  40 41 35.70311(N)    074 07 19.01958(W) AD(       ) 3
 KV6468  NAD 83(1986)-  40 41 35.70311(N)    074 07 19.01969(W) AD(       ) 3
 KV6468  NGVD 29 (09/24/91)    1.4    (m)            5.     (f) VERT ANG       
 KV6468
 KV6468.Superseded values are not recommended for survey control.
 KV6468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6468.See file dsdata.txt to determine how the superseded data were derived.
 KV6468
 KV6468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7418705077(NAD 83)
 KV6468_MARKER: DD = SURVEY DISK
 KV6468_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV6468+WITH SETTING: PAVEMENT
 KV6468_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6468+STABILITY: SURFACE MOTION
 KV6468
 KV6468  HISTORY     - Date     Condition        Report By
 KV6468  HISTORY     - 1985     MONUMENTED       B+OINC
 KV6468
 KV6468                          STATION DESCRIPTION
 KV6468
 KV6468'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6468'STATION IS LOCATED ON THE CONCRETE SURROUNDING THE CONCRETE BASE OF A
 KV6468'NAVIGATION AID THAT IS ABOUT 200 YARDS SOUTH OF NEW JERSEY TURNPIKE
 KV6468'BRIDGE IN THE MIDDLE NEWARK BAY NORTH REACH.  STATION IS MARKED WITH
 KV6468'A BRASS DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE AND STAMPED---
 KV6468'B + O 19 1985.  MARK IS AT THE NE CORNER OF THE CONCRETE BASE, 6.5
 KV6468'FEET NE OF THE NE CORNER OF THE AID.
 KV6468'BOAT WAS USED TO REACH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6469 ***********************************************************************
 KV6469  DESIGNATION -  B+O 2
 KV6469  PID         -  KV6469
 KV6469  STATE/COUNTY-  NJ/MIDDLESEX
 KV6469  USGS QUAD   -  SOUTH AMBOY (1981)
 KV6469
 KV6469                         *CURRENT SURVEY CONTROL
 KV6469  ___________________________________________________________________
 KV6469* NAD 83(1996)-  40 29 08.05456(N)    074 15 35.64763(W)     ADJUSTED  
 KV6469* NAVD 88     -         2.5    (meters)       8.     (feet)  VERTCON   
 KV6469  ___________________________________________________________________
 KV6469  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 KV6469  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KV6469
 KV6469  HORZ ORDER  -  THIRD
 KV6469
 KV6469.The horizontal coordinates were established by classical geodetic methods
 KV6469.and adjusted by the National Geodetic Survey in September 1999..
 KV6469
 KV6469.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6469
 KV6469.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6469
 KV6469.The geoid height was determined by GEOID03.
 KV6469
 KV6469;                    North         East     Units Scale Factor Converg.
 KV6469;SPC NJ       -   183,454.140   170,354.894   MT  0.99990510   +0 09 21.2
 KV6469;SPC NJ       -   601,882.46    558,906.01   sFT  0.99990510   +0 09 21.2
 KV6469;SPC NY L     -    35,445.421   277,963.660   MT  1.00001502   -0 10 12.0
 KV6469;SPC NY L     -   116,290.52    911,952.44   sFT  1.00001502   -0 10 12.0
 KV6469;UTM  18      - 4,481,916.116   562,725.059   MT  0.99964843   +0 28 49.9
 KV6469
 KV6469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6469!SPC NJ       -   1.00000470  x   0.99990510  =   0.99990980
 KV6469!SPC NY L     -   1.00000470  x   1.00001502  =   1.00001972
 KV6469!UTM  18      -   1.00000470  x   0.99964843  =   0.99965313
 KV6469
 KV6469                          SUPERSEDED SURVEY CONTROL
 KV6469
 KV6469  NAD 83(1996)-  40 29 08.05446(N)    074 15 35.64771(W) AD(       ) 3
 KV6469  NAD 83(1986)-  40 29 08.05456(N)    074 15 35.64552(W) AD(       ) 3
 KV6469  NGVD 29 (09/24/91)    2.8    (m)            9.     (f) VERT ANG       
 KV6469
 KV6469.Superseded values are not recommended for survey control.
 KV6469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6469.See file dsdata.txt to determine how the superseded data were derived.
 KV6469
 KV6469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6272581916(NAD 83)
 KV6469_MARKER: DD = SURVEY DISK
 KV6469_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV6469+WITH SETTING: PAVEMENT
 KV6469_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6469+STABILITY: SURFACE MOTION
 KV6469
 KV6469  HISTORY     - Date     Condition        Report By
 KV6469  HISTORY     - 1985     MONUMENTED       B+OINC
 KV6469
 KV6469                          STATION DESCRIPTION
 KV6469
 KV6469'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6469'STATION IS LOCATED AT THE SOUTHWEST CORNER OF RARITAN BAY AT THE
 KV6469'ENTRANCE TO GREAT BEDS REACH, JUST SOUTH OF THE SOUTH END OF STATEN
 KV6469'ISLAND AND 800 YARDS WSW OF GREAT BEDS LIGHTHOUSE ON THE CONCRETE BASE
 KV6469'OF COAST GUARD NAVIGATION LIGHT NO. 1719.
 KV6469'
 KV6469'THE STATION IS MARKED WITH A 2-INCH BRASS DISK SET IN A DRILL HOLE AT
 KV6469'THE APPROXIMATE CENTER OF THE NAV AID TOWER AND STAMPED---B+O NO 2
 KV6469'1985.
 KV6469'
 KV6469'STATION MUST BE REACHED BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6470 ***********************************************************************
 KV6470  DESIGNATION -  B+O 20
 KV6470  PID         -  KV6470
 KV6470  STATE/COUNTY-  NJ/MONMOUTH
 KV6470  USGS QUAD   -  SANDY HOOK (1981)
 KV6470
 KV6470                         *CURRENT SURVEY CONTROL
 KV6470  ___________________________________________________________________
 KV6470* NAD 83(1996)-  40 27 13.52493(N)    074 02 54.27577(W)     ADJUSTED  
 KV6470* NAVD 88     -        57.     (meters)     187.     (feet)  SCALED    
 KV6470  ___________________________________________________________________
 KV6470  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 KV6470  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV6470
 KV6470  HORZ ORDER  -  THIRD
 KV6470
 KV6470.The horizontal coordinates were established by classical geodetic methods
 KV6470.and adjusted by the National Geodetic Survey in September 1999..
 KV6470
 KV6470.The orthometric height was scaled from a topographic map.
 KV6470
 KV6470.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6470
 KV6470.The geoid height was determined by GEOID03.
 KV6470
 KV6470;                    North         East     Units Scale Factor Converg.
 KV6470;SPC NJ       -   179,992.023   188,302.785   MT  0.99991805   +0 17 34.8
 KV6470;SPC NJ       -   590,523.83    617,790.05   sFT  0.99991805   +0 17 34.8
 KV6470;UTM  18      - 4,478,556.550   580,687.830   MT  0.99968014   +0 37 02.8
 KV6470
 KV6470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6470!SPC NJ       -   0.99999619  x   0.99991805  =   0.99991424
 KV6470!UTM  18      -   0.99999619  x   0.99968014  =   0.99967633
 KV6470
 KV6470                          SUPERSEDED SURVEY CONTROL
 KV6470
 KV6470  NAD 83(1996)-  40 27 13.52408(N)    074 02 54.27558(W) AD(       ) 3
 KV6470  NAD 83(1986)-  40 27 13.52358(N)    074 02 54.27499(W) AD(       ) 3
 KV6470
 KV6470.Superseded values are not recommended for survey control.
 KV6470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6470.See file dsdata.txt to determine how the superseded data were derived.
 KV6470
 KV6470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8068878557(NAD 83)
 KV6470_MARKER: DD = SURVEY DISK
 KV6470_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV6470+WITH SETTING: PAVEMENT
 KV6470_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6470+STABILITY: SURFACE MOTION
 KV6470
 KV6470  HISTORY     - Date     Condition        Report By
 KV6470  HISTORY     - 1985     MONUMENTED       B+OINC
 KV6470  HISTORY     - 19920928 MARK NOT FOUND   USPSQD
 KV6470
 KV6470                          STATION DESCRIPTION
 KV6470
 KV6470'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6470'THE STATION IS LOCATED ON A US NAVY DOCK IN SANDY HOOK BAY ABOUT 2.5
 KV6470'MILES NORTH OF LEONARDO, NEW JERSEY AND 2.5 MILES WSW OF SANDY HOOK
 KV6470'LIGHTHOUSE.  THE MARK IS LOCATED ON NAVY PIER 2, IT IS 8.7 FT SOUTH
 KV6470'OF NORTH END OF THE DOCK, 9.4 FEET WEST OF EAST SIDE OF DOCK, 3.1 FEET
 KV6470'NW OF NW COR OF CONCRETE BASE FOR LARGE LIGHT POLE AND 5.1 FEET WSW
 KV6470'OF W EDGE OF A LARGE BLACK PIPE COMING OUT OF THE DOCK.  STATION MARK
 KV6470'IS A 3-INCH BRASS DISK CEMENTED IN A DRILL HOLE IN THE DOCK AND
 KV6470'STAMPED---B + O 20 1985.
 KV6470'
 KV6470'TO REACH THE STATION FROM THE GUARD GATE ON THE NORTH SIDE OF HWY 36
 KV6470'AND THE ROAD LEADING TO THE PIER GO NORTH ON BLACKTOP ROAD ALONG
 KV6470'TRACKS FOR 0.6 MILE TO THE PIER GO NORTHERLY ON THE PIER FOR 0.8 MILE
 KV6470'TO A FORK, KEEP LEFT CONTINUE ON PIER FOR 0.9 MILE TO A FORK TAKE
 KV6470'RIGHT FORK AND GO 0.2 MILE TO END OF PIER AND STATION.  MAKE SURE TO
 KV6470'CHECK IN WITH SECURITY AT THE GATE.
 KV6470
 KV6470                          STATION RECOVERY (1992)
 KV6470
 KV6470'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV6470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6471 ***********************************************************************
 KV6471  DESIGNATION -  B+O 21
 KV6471  PID         -  KV6471
 KV6471  STATE/COUNTY-  NJ/MONMOUTH
 KV6471  USGS QUAD   -  SANDY HOOK (1981)
 KV6471
 KV6471                         *CURRENT SURVEY CONTROL
 KV6471  ___________________________________________________________________
 KV6471* NAD 83(1996)-  40 27 21.67331(N)    074 02 59.41240(W)     ADJUSTED  
 KV6471* NAVD 88     -        57.     (meters)     187.     (feet)  SCALED    
 KV6471  ___________________________________________________________________
 KV6471  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 KV6471  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV6471
 KV6471  HORZ ORDER  -  THIRD
 KV6471
 KV6471.The horizontal coordinates were established by classical geodetic methods
 KV6471.and adjusted by the National Geodetic Survey in September 1999..
 KV6471
 KV6471.The orthometric height was scaled from a topographic map.
 KV6471
 KV6471.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6471
 KV6471.The geoid height was determined by GEOID03.
 KV6471
 KV6471;                    North         East     Units Scale Factor Converg.
 KV6471;SPC NJ       -   180,242.722   188,180.482   MT  0.99991794   +0 17 31.6
 KV6471;SPC NJ       -   591,346.33    617,388.80   sFT  0.99991794   +0 17 31.6
 KV6471;UTM  18      - 4,478,806.492   580,564.138   MT  0.99967989   +0 36 59.6
 KV6471
 KV6471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6471!SPC NJ       -   0.99999619  x   0.99991794  =   0.99991413
 KV6471!UTM  18      -   0.99999619  x   0.99967989  =   0.99967608
 KV6471
 KV6471                          SUPERSEDED SURVEY CONTROL
 KV6471
 KV6471  NAD 83(1996)-  40 27 21.67244(N)    074 02 59.41227(W) AD(       ) 3
 KV6471  NAD 83(1986)-  40 27 21.67194(N)    074 02 59.41165(W) AD(       ) 3
 KV6471
 KV6471.Superseded values are not recommended for survey control.
 KV6471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6471.See file dsdata.txt to determine how the superseded data were derived.
 KV6471
 KV6471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8056478806(NAD 83)
 KV6471_MARKER: DD = SURVEY DISK
 KV6471_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV6471+WITH SETTING: PAVEMENT
 KV6471_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6471+STABILITY: SURFACE MOTION
 KV6471
 KV6471  HISTORY     - Date     Condition        Report By
 KV6471  HISTORY     - 1985     MONUMENTED       B+OINC
 KV6471  HISTORY     - 19920928 MARK NOT FOUND   USPSQD
 KV6471
 KV6471                          STATION DESCRIPTION
 KV6471
 KV6471'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6471'THE STATION IS LOCATED ON A US NAVY DOCK IN SANDY HOOK BAY ABOUT 2.5
 KV6471'MILES NORTH OF LEONARDO, NEW JERSEY AND 2.5 MILES WSW OF SANDY HOOK
 KV6471'LIGHTHOUSE.  THE MARK IS LOCATED ON NAVY PIER 3.  IT IS 51.2 FEET
 KV6471'SOUTH OF THE NORTH END OF THE PIER, 26.0 FEET SOUTH OF SOUTHEAST
 KV6471'CORNER OF A BRICK BUILDING, 6.2 FEET WEST OF EAST SIDE OF DOCK AND
 KV6471'6.5 FEET SOUTHWEST OF THE NORTH ONE OF TWO LARGE BOLLARDS.  STATION
 KV6471'MARK IS A 3-INCH BRASS DISK CEMENTED IN A DRILL HOLE IN THE DOCK AND
 KV6471'STAMPED---B + O 21 1985.
 KV6471'
 KV6471'TO REACH THE STATION FROM THE NAVY GUARD GATE ON THE NORTH SIDE OF
 KV6471'HWY 36 AND THE ROAD LEADING TO THE PIER, GO NORTH ON BLACKTOP ROAD
 KV6471'ALONG TRACKS FOR 0.6 MILE TO THE PIER, CONTINUE NORTHERLY ON THE
 KV6471'PIER FOR 0.8 MILE TO A FORK, KEEP LEFT CONTINUE ON THE PIER FOR 0.9
 KV6471'MILE TO A FORK, TAKE LEFT FORK AND GO 0.2 MILE TO THE END OF THE PIER
 KV6471'AND STATION.
 KV6471'
 KV6471'MAKE SURE TO CHECK IN WITH SECURITY AT THE GATE.
 KV6471
 KV6471                          STATION RECOVERY (1992)
 KV6471
 KV6471'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV6471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6472 ***********************************************************************
 KV6472  DESIGNATION -  B+O 3
 KV6472  PID         -  KV6472
 KV6472  STATE/COUNTY-  NJ/MIDDLESEX
 KV6472  USGS QUAD   -  PERTH AMBOY (1981)
 KV6472
 KV6472                         *CURRENT SURVEY CONTROL
 KV6472  ___________________________________________________________________
 KV6472* NAD 83(1996)-  40 30 41.70596(N)    074 15 32.91086(W)     ADJUSTED  
 KV6472* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 KV6472  ___________________________________________________________________
 KV6472  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 KV6472  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KV6472
 KV6472  HORZ ORDER  -  THIRD
 KV6472
 KV6472.The horizontal coordinates were established by classical geodetic methods
 KV6472.and adjusted by the National Geodetic Survey in September 1999..
 KV6472
 KV6472.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6472
 KV6472.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6472
 KV6472.The geoid height was determined by GEOID03.
 KV6472
 KV6472;                    North         East     Units Scale Factor Converg.
 KV6472;SPC NJ       -   186,342.766   170,411.458   MT  0.99990513   +0 09 23.3
 KV6472;SPC NJ       -   611,359.56    559,091.59   sFT  0.99990513   +0 09 23.3
 KV6472;SPC NY L     -    38,333.992   278,036.662   MT  1.00001226   -0 10 10.2
 KV6472;SPC NY L     -   125,767.44    912,191.95   sFT  1.00001226   -0 10 10.2
 KV6472;UTM  18      - 4,484,804.275   562,765.240   MT  0.99964849   +0 28 52.6
 KV6472
 KV6472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6472!SPC NJ       -   1.00000467  x   0.99990513  =   0.99990980
 KV6472!SPC NY L     -   1.00000467  x   1.00001226  =   1.00001693
 KV6472!UTM  18      -   1.00000467  x   0.99964849  =   0.99965316
 KV6472
 KV6472                          SUPERSEDED SURVEY CONTROL
 KV6472
 KV6472  NAD 83(1996)-  40 30 41.70592(N)    074 15 32.91090(W) AD(       ) 3
 KV6472  NAD 83(1986)-  40 30 41.70602(N)    074 15 32.90914(W) AD(       ) 3
 KV6472  NGVD 29 (09/24/91)    3.0    (m)           10.     (f) VERT ANG       
 KV6472
 KV6472.Superseded values are not recommended for survey control.
 KV6472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6472.See file dsdata.txt to determine how the superseded data were derived.
 KV6472
 KV6472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6276584804(NAD 83)
 KV6472_MARKER: DD = SURVEY DISK
 KV6472_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV6472+WITH SETTING: PAVEMENT
 KV6472_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6472+STABILITY: SURFACE MOTION
 KV6472
 KV6472  HISTORY     - Date     Condition        Report By
 KV6472  HISTORY     - 1985     MONUMENTED       B+OINC
 KV6472
 KV6472                          STATION DESCRIPTION
 KV6472
 KV6472'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6472'STATION IS LOCATED ON PROPERTY OF PERTH AMBOY DRYDOCK COMPANY ON THE
 KV6472'WEST SIDE OF THE ARTHUR KILL RIVER AT PERTH AMBOY.  IT IS ON THE
 KV6472'EXTREME NORTHEAST CORNER OF A CONCRETE PIER THAT EXTENDS 300 FEET OUT
 KV6472'INTO THE RIVER.
 KV6472'
 KV6472'STATION IS MARKED WITH A 2-INCH BRASS DISK SET IN A DRILL HOLE FLUSH
 KV6472'WITH THE SURFACE OF THE DOCK AND STAMPED---B+O 3 1985.
 KV6472'
 KV6472'STATION WAS REACHED BY BOAT, BUT CAN ALSO BE DRIVEN TO.  IT IS 7 FEET
 KV6472'SW OF NE CORNER OF DOCK AND 4 FEET WEST OF THE EAST END OF THE DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6474 ***********************************************************************
 KV6474  DESIGNATION -  B+O 5
 KV6474  PID         -  KV6474
 KV6474  STATE/COUNTY-  NJ/MIDDLESEX
 KV6474  USGS QUAD   -  PERTH AMBOY (1981)
 KV6474
 KV6474                         *CURRENT SURVEY CONTROL
 KV6474  ___________________________________________________________________
 KV6474* NAD 83(1996)-  40 32 56.67032(N)    074 15 18.36831(W)     ADJUSTED  
 KV6474* NAVD 88     -         3.4    (meters)      11.     (feet)  VERTCON   
 KV6474  ___________________________________________________________________
 KV6474  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 KV6474  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV6474
 KV6474  HORZ ORDER  -  THIRD
 KV6474
 KV6474.The horizontal coordinates were established by classical geodetic methods
 KV6474.and adjusted by the National Geodetic Survey in September 1999..
 KV6474
 KV6474.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6474
 KV6474.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6474
 KV6474.The geoid height was determined by GEOID03.
 KV6474
 KV6474;                    North         East     Units Scale Factor Converg.
 KV6474;SPC NJ       -   190,506.380   170,742.230   MT  0.99990529   +0 09 33.2
 KV6474;SPC NJ       -   625,019.68    560,176.80   sFT  0.99990529   +0 09 33.2
 KV6474;SPC NY L     -    42,496.095   278,391.158   MT  1.00000863   -0 10 00.7
 KV6474;SPC NY L     -   139,422.61    913,354.99   sFT  1.00000863   -0 10 00.7
 KV6474;UTM  18      - 4,488,968.630   563,072.316   MT  0.99964897   +0 29 03.4
 KV6474
 KV6474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6474!SPC NJ       -   1.00000457  x   0.99990529  =   0.99990986
 KV6474!SPC NY L     -   1.00000457  x   1.00000863  =   1.00001320
 KV6474!UTM  18      -   1.00000457  x   0.99964897  =   0.99965354
 KV6474
 KV6474                          SUPERSEDED SURVEY CONTROL
 KV6474
 KV6474  NAD 83(1996)-  40 32 56.67032(N)    074 15 18.36832(W) AD(       ) 3
 KV6474  NAD 83(1986)-  40 32 56.67042(N)    074 15 18.36741(W) AD(       ) 3
 KV6474  NGVD 29 (09/24/91)    3.7    (m)           12.     (f) VERT ANG       
 KV6474
 KV6474.Superseded values are not recommended for survey control.
 KV6474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6474.See file dsdata.txt to determine how the superseded data were derived.
 KV6474
 KV6474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6307288969(NAD 83)
 KV6474_MARKER: DD = SURVEY DISK
 KV6474_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV6474_SP_SET: METAL PIPE AND CONCRETE SURROUND
 KV6474_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV6474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6474
 KV6474  HISTORY     - Date     Condition        Report By
 KV6474  HISTORY     - 1985     MONUMENTED       B+OINC
 KV6474
 KV6474                          STATION DESCRIPTION
 KV6474
 KV6474'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6474'STATION IS LOCATED ON THE WEST SIDE OF THE ARTHUR KILL RIVER AT THE
 KV6474'ENTRANCE TO SMITH CREEK IN SEWAREN, NEW JERSEY AT A SMALL MARINA OWNED
 KV6474'BY MR JOHN LUCAS.  THIS MARINA IS THE FIRST ONE OF SEVERAL MARINAS
 KV6474'ALONG THE SMITH CREEK.  STATION IS A 2-INCH BRASS DISK SET IN A 1-INCH
 KV6474'IRON PIPE AND SURROUNDED BY CONCRETE, FLUSH WITH THE GROUND AND
 KV6474'STAMPED---B + O NO 5 1985.  IT IS 40 FT SOUTH OF THE SW CORNER OF ROOF
 KV6474'COVERING A SMALL PLATFORM, 15 FEET NORTH OF WOODEN WALKWAY TO DOCKS
 KV6474'AND ON EDGE OF THE BANK.
 KV6474'
 KV6474'STATION WAS REACHED BY BOAT BUT CAN ALSO BE DRIVEN TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6475 ***********************************************************************
 KV6475  DESIGNATION -  B+O 6
 KV6475  PID         -  KV6475
 KV6475  STATE/COUNTY-  NJ/MIDDLESEX
 KV6475  USGS QUAD   -  ARTHUR KILL (1981)
 KV6475
 KV6475                         *CURRENT SURVEY CONTROL
 KV6475  ___________________________________________________________________
 KV6475* NAD 83(1996)-  40 33 14.29881(N)    074 14 27.93728(W)     ADJUSTED  
 KV6475* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 KV6475  ___________________________________________________________________
 KV6475  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 KV6475  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV6475
 KV6475  HORZ ORDER  -  THIRD
 KV6475
 KV6475.The horizontal coordinates were established by classical geodetic methods
 KV6475.and adjusted by the National Geodetic Survey in September 1999..
 KV6475
 KV6475.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6475
 KV6475.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6475
 KV6475.The geoid height was determined by GEOID03.
 KV6475
 KV6475;                    North         East     Units Scale Factor Converg.
 KV6475;SPC NJ       -   191,053.485   171,927.129   MT  0.99990592   +0 10 06.0
 KV6475;SPC NJ       -   626,814.64    564,064.26   sFT  0.99990592   +0 10 06.0
 KV6475;SPC NY L     -    43,036.503   279,579.273   MT  1.00000818   -0 09 27.7
 KV6475;SPC NY L     -   141,195.59    917,253.00   sFT  1.00000818   -0 09 27.7
 KV6475;UTM  18      - 4,489,522.307   564,253.790   MT  0.99965082   +0 29 36.3
 KV6475
 KV6475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6475!SPC NJ       -   1.00000476  x   0.99990592  =   0.99991068
 KV6475!SPC NY L     -   1.00000476  x   1.00000818  =   1.00001294
 KV6475!UTM  18      -   1.00000476  x   0.99965082  =   0.99965558
 KV6475
 KV6475                          SUPERSEDED SURVEY CONTROL
 KV6475
 KV6475  NAD 83(1996)-  40 33 14.29881(N)    074 14 27.93728(W) AD(       ) 3
 KV6475  NAD 83(1986)-  40 33 14.29908(N)    074 14 27.93650(W) AD(       ) 3
 KV6475  NGVD 29 (09/24/91)    2.4    (m)            8.     (f) VERT ANG       
 KV6475
 KV6475.Superseded values are not recommended for survey control.
 KV6475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6475.See file dsdata.txt to determine how the superseded data were derived.
 KV6475
 KV6475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6425489522(NAD 83)
 KV6475_MARKER: DD = SURVEY DISK
 KV6475_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV6475+WITH SETTING: PAVEMENT
 KV6475_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6475+STABILITY: SURFACE MOTION
 KV6475
 KV6475  HISTORY     - Date     Condition        Report By
 KV6475  HISTORY     - 1985     MONUMENTED       B+OINC
 KV6475
 KV6475                          STATION DESCRIPTION
 KV6475
 KV6475'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6475'STATION IS LOCATED ON THE BASE OF A NAVIGATION AID IN THE ARTHUR KILL
 KV6475'RIVER ABOUT 1.0 MILE EAST OF SEWAREN, NEW JERSEY AND 0.3 MILE SE OF A
 KV6475'LARGE POWER PLANT.  STATION MARK IS A 2-INCH BRASS DISK SET IN A DRILL
 KV6475'HOLE IN CONCRETE PLATFORM THAT SURROUNDS THE AID AND IS STAMPED---B+O
 KV6475'1985.  IT IS 5.2 FT SOUTH OF THE SOUTHEAST CORNER OF BUILDING THAT
 KV6475'SUPPORTS THE AID TOWER AND 7 FT SE OF THE SW CORNER OF THE BUILDING.
 KV6475'
 KV6475'STATION MUST BE REACHED BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6477 ***********************************************************************
 KV6477  DESIGNATION -  B+O 8
 KV6477  PID         -  KV6477
 KV6477  STATE/COUNTY-  NJ/MIDDLESEX
 KV6477  USGS QUAD   -  ARTHUR KILL (1981)
 KV6477
 KV6477                         *CURRENT SURVEY CONTROL
 KV6477  ___________________________________________________________________
 KV6477* NAD 83(1996)-  40 35 31.40224(N)    074 12 23.04885(W)     ADJUSTED  
 KV6477* NAVD 88     -         3.0    (meters)      10.     (feet)  VERTCON   
 KV6477  ___________________________________________________________________
 KV6477  LAPLACE CORR-           5.34  (seconds)                    DEFLEC99
 KV6477  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV6477
 KV6477  HORZ ORDER  -  THIRD
 KV6477
 KV6477.The horizontal coordinates were established by classical geodetic methods
 KV6477.and adjusted by the National Geodetic Survey in September 1999..
 KV6477
 KV6477.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6477
 KV6477.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6477
 KV6477.The geoid height was determined by GEOID03.
 KV6477
 KV6477;                    North         East     Units Scale Factor Converg.
 KV6477;SPC NJ       -   195,291.376   174,851.087   MT  0.99990760   +0 11 27.7
 KV6477;SPC NJ       -   640,718.46    573,657.27   sFT  0.99990760   +0 11 27.7
 KV6477;SPC NY L     -    47,258.109   282,527.593   MT  1.00000499   -0 08 06.0
 KV6477;SPC NY L     -   155,045.98    926,925.94   sFT  1.00000499   -0 08 06.0
 KV6477;SPC NY E     -   195,291.376   174,851.087   MT  0.99990760   +0 11 27.7
 KV6477;SPC NY E     -   640,718.46    573,657.27   sFT  0.99990760   +0 11 27.7
 KV6477;UTM  18      - 4,493,775.647   567,152.909   MT  0.99965551   +0 30 59.0
 KV6477
 KV6477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6477!SPC NJ       -   1.00000460  x   0.99990760  =   0.99991220
 KV6477!SPC NY L     -   1.00000460  x   1.00000499  =   1.00000959
 KV6477!SPC NY E     -   1.00000460  x   0.99990760  =   0.99991220
 KV6477!UTM  18      -   1.00000460  x   0.99965551  =   0.99966011
 KV6477
 KV6477                          SUPERSEDED SURVEY CONTROL
 KV6477
 KV6477  NAD 83(1996)-  40 35 31.40224(N)    074 12 23.04885(W) AD(       ) 3
 KV6477  NAD 83(1986)-  40 35 31.40275(N)    074 12 23.04885(W) AD(       ) 3
 KV6477  NGVD 29 (09/24/91)    3.4    (m)           11.     (f) VERT ANG       
 KV6477
 KV6477.Superseded values are not recommended for survey control.
 KV6477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6477.See file dsdata.txt to determine how the superseded data were derived.
 KV6477
 KV6477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6715393776(NAD 83)
 KV6477_MARKER: T = CHISELED TRIANGLE
 KV6477_SETTING: 0 = UNSPECIFIED SETTING
 KV6477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6477
 KV6477  HISTORY     - Date     Condition        Report By
 KV6477  HISTORY     - 1985     MONUMENTED       B+OINC
 KV6477
 KV6477                          STATION DESCRIPTION
 KV6477
 KV6477'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6477'STATION IS LOCATED AT THE AMOCO OIL COMPANY LOADING DOCK ON THE WEST
 KV6477'SIDE OF THE ARTHUR KILL RIVER ABOUT 1.5 MILES NORTHEAST OF CARTERET,
 KV6477'NEW JERSEY.  THE STATION IS MARKED WITH A CHISELED TRIANGLE ON THE TOP
 KV6477'OF A LARGE IRON MOORING CLEAT WHICH IS LOCATED ON THE NORTH ONE OF A
 KV6477'ROW OF DOLPHINS.  STATION WAS REACHED BY BOAT, BUT COULD ALSO BE
 KV6477'REACHED BY TRUCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4029 ***********************************************************************
 KV4029  DESIGNATION -  BOARD
 KV4029  PID         -  KV4029
 KV4029  STATE/COUNTY-  NJ/BERGEN
 KV4029  USGS QUAD   -  WEEHAWKEN (1995)
 KV4029
 KV4029                         *CURRENT SURVEY CONTROL
 KV4029  ___________________________________________________________________
 KV4029* NAD 83(1996)-  40 49 40.15375(N)    074 01 55.49377(W)     ADJUSTED  
 KV4029* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4029  ___________________________________________________________________
 KV4029  LAPLACE CORR-           7.63  (seconds)                    DEFLEC99
 KV4029  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KV4029
 KV4029  HORZ ORDER  -  THIRD
 KV4029
 KV4029.The horizontal coordinates were established by classical geodetic methods
 KV4029.and adjusted by the National Geodetic Survey in September 1999..
 KV4029
 KV4029.The orthometric height was scaled from a topographic map.
 KV4029
 KV4029.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4029
 KV4029.The geoid height was determined by GEOID03.
 KV4029
 KV4029;                    North         East     Units Scale Factor Converg.
 KV4029;SPC NJ       -   221,533.919   189,466.788   MT  0.99991917   +0 18 21.3
 KV4029;SPC NJ       -   726,815.87    621,608.95   sFT  0.99991917   +0 18 21.3
 KV4029;SPC NY L     -    73,419.209   297,293.810   MT  0.99999498   -0 01 15.5
 KV4029;SPC NY L     -   240,876.19    975,371.44   sFT  0.99999498   -0 01 15.5
 KV4029;UTM  18      - 4,520,094.520   581,615.458   MT  0.99968199   +0 37 58.3
 KV4029
 KV4029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4029!SPC NJ       -   1.00000488  x   0.99991917  =   0.99992405
 KV4029!SPC NY L     -   1.00000488  x   0.99999498  =   0.99999986
 KV4029!UTM  18      -   1.00000488  x   0.99968199  =   0.99968687
 KV4029
 KV4029|---------------------------------------------------------------------|
 KV4029| PID    Reference Object                     Distance      Geod. Az  |
 KV4029|                                                           dddmmss.s |
 KV4029| CB5711 BOARD RM 1                                         01347     |
 KV4029| KV3979 LITTLE FERRY SCHOOL                 APPROX. 2.3 KM 0205626.4 |
 KV4029| KV4006 KILN                                APPROX. 0.9 KM 0352809.6 |
 KV4029| KV4000 RIDGEFIELD REFORMED CH SPIRE        APPROX. 1.8 KM 0664335.9 |
 KV4029| KV4040 FAIRVIEW CHIMNEY                    APPROX. 1.8 KM 1102037.0 |
 KV4029| KV4076 NORTH BERGEN ARMOUR SOAP CHIM       APPROX. 2.0 KM 1615331.6 |
 KV4029| KV4069 NORTH BERGEN NYC RR SHOPS CHIM      APPROX. 3.3 KM 1675416.9 |
 KV4029| KV4071 SCHOOL 3                            APPROX. 3.9 KM 2132403.9 |
 KV4029| CB5712 BOARD RM 2                                         24911     |
 KV4029|---------------------------------------------------------------------|
 KV4029
 KV4029                          SUPERSEDED SURVEY CONTROL
 KV4029
 KV4029  NAD 83(1996)-  40 49 40.15359(N)    074 01 55.49388(W) AD(       ) 3
 KV4029  NAD 83(1996)-  40 49 40.15219(N)    074 01 55.49544(W) AD(       ) 3
 KV4029  NAD 83(1992)-  40 49 40.15129(N)    074 01 55.49625(W) AD(       ) 3
 KV4029  NAD 83(1986)-  40 49 40.15623(N)    074 01 55.49126(W) AD(       ) 3
 KV4029  NAD 27      -  40 49 39.79400(N)    074 01 56.99000(W) AD(       ) 3
 KV4029
 KV4029.Superseded values are not recommended for survey control.
 KV4029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4029.See file dsdata.txt to determine how the superseded data were derived.
 KV4029
 KV4029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8161520095(NAD 83)
 KV4029_MARKER: DS = TRIANGULATION STATION DISK
 KV4029_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4029_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4029
 KV4029  HISTORY     - Date     Condition        Report By
 KV4029  HISTORY     - 1914     MONUMENTED       CGS
 KV4029  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV4029
 KV4029                          STATION DESCRIPTION
 KV4029
 KV4029'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV4029'STATION IS ON THE E SIDE OF HACKENSACK RIVER, ABOUT 120 METERS
 KV4029'FROM THE SHORE, 170 METERS E BY N OF THE MOUTH OF CROOKED DITCH
 KV4029'CREEK, AND A MILE ABOVE THE MOUTH OF BELLMAN CREEK.
 KV4029'
 KV4029'THE STATION IS MARKED BY A STANDARD BRASS DISK CEMENTED IN
 KV4029'THE TOP OF A 4-INCH TILE PIPE PROJECTING 2 INCHES ABOVE THE
 KV4029'GROUND.  THE SUBSURFACE MARK IS A BURIED GLASS BOTTLE.
 KV4029'
 KV4029'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CEMENT CONTAINED
 KV4029'IN A 3-INCH TILE PIPE PROJECTING ABOUT 2 INCHES ABOVE THE GROUND,
 KV4029'ARE PLACED RESPECTIVELY 49.68 FEET N 26 DEG E AND 45.90 FEET S
 KV4029'80 DEG W FROM THE STATION.
 KV4029
 KV4029                          STATION RECOVERY (1932)
 KV4029
 KV4029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4029'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5601 ***********************************************************************
 KV5601  DESIGNATION -  BOARD
 KV5601  PID         -  KV5601
 KV5601  STATE/COUNTY-  NJ/BURLINGTON
 KV5601  USGS QUAD   -  BRISTOL (1981)
 KV5601
 KV5601                         *CURRENT SURVEY CONTROL
 KV5601  ___________________________________________________________________
 KV5601* NAD 83(1996)-  40 05 26.20583(N)    074 50 43.06773(W)     ADJUSTED  
 KV5601* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5601  ___________________________________________________________________
 KV5601  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 KV5601  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV5601
 KV5601  HORZ ORDER  -  SECOND
 KV5601
 KV5601.The horizontal coordinates were established by classical geodetic methods
 KV5601.and adjusted by the National Geodetic Survey in September 1999..
 KV5601
 KV5601.The orthometric height was scaled from a topographic map.
 KV5601
 KV5601.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5601
 KV5601.The geoid height was determined by GEOID03.
 KV5601
 KV5601;                    North         East     Units Scale Factor Converg.
 KV5601;SPC NJ       -   139,631.771   120,555.718   MT  0.99991067   -0 13 20.5
 KV5601;SPC NJ       -   458,108.57    395,523.22   sFT  0.99991067   -0 13 20.5
 KV5601;SPC PA S     -    88,157.621   847,665.820   MT  0.99997913   +1 53 04.4
 KV5601;SPC PA S     -   289,230.46  2,781,050.28   sFT  0.99997913   +1 53 04.4
 KV5601;UTM  18      - 4,437,825.890   513,187.968   MT  0.99960214   +0 05 58.7
 KV5601
 KV5601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5601!SPC NJ       -   1.00000473  x   0.99991067  =   0.99991540
 KV5601!SPC PA S     -   1.00000473  x   0.99997913  =   0.99998386
 KV5601!UTM  18      -   1.00000473  x   0.99960214  =   0.99960687
 KV5601
 KV5601:                Primary Azimuth Mark                     Grid Az
 KV5601:SPC NJ       -  BURLINGTON IS REAR RANGE LT              040 52 58.8
 KV5601:SPC PA S     -  BURLINGTON IS REAR RANGE LT              038 46 33.9
 KV5601:UTM  18      -  BURLINGTON IS REAR RANGE LT              040 33 39.6
 KV5601
 KV5601|---------------------------------------------------------------------|
 KV5601| PID    Reference Object                     Distance      Geod. Az  |
 KV5601|                                                           dddmmss.s |
 KV5601| KV5644 BURLINGTON IS REAR RANGE LT         APPROX. 0.7 KM 0403938.3 |
 KV5601| KV5636 BURLINGTON US PIPE TANK             APPROX. 0.6 KM 1224601.6 |
 KV5601| KV5602 BURLINGTON US PIPE STANDPIPE        APPROX. 0.9 KM 1770632.4 |
 KV5601| KV5610 BURLINGTON ST PAULS CH SPIRE        APPROX. 1.4 KM 2111229.7 |
 KV5601| KV5625 BURLINGTON PRESB CHURCH DOME        APPROX. 1.6 KM 2270855.5 |
 KV5601| KV5618 BURLINGTON LIGHT                    APPROX. 2.0 KM 2354209.1 |
 KV5601| CB5714 BOARD RM 2                           25.586 METERS 24424     |
 KV5601| KV5605 BRISTOL T L LEEDOM CO TANK          APPROX. 1.4 KM 3231908.6 |
 KV5601| KV5596 BRISTOL WARNER J STEEL CO TANK      APPROX. 1.5 KM 3382642.6 |
 KV5601| KV5595 BRISTOL GRUNDY CO INC TANK          APPROX. 1.6 KM 3390540.6 |
 KV5601| CB5713 BOARD RM 1                           23.575 METERS 33933     |
 KV5601| KV5589 BRISTOL ANDERSONS HOUSE CUPOLA      APPROX. 1.0 KM 3541610.2 |
 KV5601| KV5591 BRISTOL ST MARKS CATH CH SPIRE      APPROX. 1.1 KM 3565116.7 |
 KV5601|---------------------------------------------------------------------|
 KV5601
 KV5601                          SUPERSEDED SURVEY CONTROL
 KV5601
 KV5601  NAD 83(1986)-  40 05 26.20558(N)    074 50 43.06797(W) AD(       ) 2
 KV5601  NAD 27      -  40 05 25.80700(N)    074 50 44.47300(W) AD(       ) 2
 KV5601
 KV5601.Superseded values are not recommended for survey control.
 KV5601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5601.See file dsdata.txt to determine how the superseded data were derived.
 KV5601
 KV5601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1318837826(NAD 83)
 KV5601_MARKER: DS = TRIANGULATION STATION DISK
 KV5601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5601
 KV5601  HISTORY     - Date     Condition        Report By
 KV5601  HISTORY     - 1935     MONUMENTED       CGS
 KV5601  HISTORY     - 1947     GOOD             CGS
 KV5601
 KV5601                          STATION DESCRIPTION
 KV5601
 KV5601'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5601'ON BURLINGTON ISLAND, 270 METERS SE OF WATER PUMP WHICH IS IN
 KV5601'CENTER OF LARGEST GROVE OF TREES ON ISLAND, 175 METERS SE OF SE
 KV5601'EDGE OF SAME GROVE OF TREES, 47.8 METERS NE OF OLD FENCE LINE
 KV5601'AND ROW OF TREES, APPROXIMATELY ON RANGE WITH CLOCK TOWER AND
 KV5601'WARNER J. STEEL BLACK TANK IN BRISTOL.
 KV5601'
 KV5601'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5601'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 KV5601'
 KV5601'REFERENCE MARK NO.1 IS ON RANGE WITH BURLINGTON-BRISTOL BRIDGE
 KV5601'TOWER N LIGHT.
 KV5601'
 KV5601'MAIN SCHEME STATION.
 KV5601'
 KV5601'HEIGHT OF LIGHT ABOVE STATION MARK 10 METERS.
 KV5601
 KV5601                          STATION RECOVERY (1947)
 KV5601
 KV5601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5601'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5601'ADEQUATE WITH THE FOLLOWING CHANGES--
 KV5601'
 KV5601'1.  CHANGE BURLINGTON-BRISTOL BRIDGE TOWER N LIGHT TO BRISTOL,
 KV5601'GRUNDY MILL CLOCK TOWER.
 KV5601'
 KV5601'2.  ADD REFERENCE MARK 2 IS ON RANGE WITH BURLINGTON-BRISTOL
 KV5601'BRIDGE TOWER N LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4022 ***********************************************************************
 KV4022  DESIGNATION -  BOAT 1913
 KV4022  PID         -  KV4022
 KV4022  STATE/COUNTY-  NJ/BERGEN
 KV4022  USGS QUAD   -  WEEHAWKEN (1995)
 KV4022
 KV4022                         *CURRENT SURVEY CONTROL
 KV4022  ___________________________________________________________________
 KV4022* NAD 83(1996)-  40 49 32.40499(N)    074 07 19.29060(W)     ADJUSTED  
 KV4022* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4022  ___________________________________________________________________
 KV4022  LAPLACE CORR-           6.36  (seconds)                    DEFLEC99
 KV4022  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV4022
 KV4022  HORZ ORDER  -  THIRD
 KV4022
 KV4022.The horizontal coordinates were established by classical geodetic methods
 KV4022.and adjusted by the National Geodetic Survey in September 1999..
 KV4022
 KV4022.The orthometric height was scaled from a topographic map.
 KV4022
 KV4022.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4022
 KV4022.The geoid height was determined by GEOID03.
 KV4022
 KV4022;                    North         East     Units Scale Factor Converg.
 KV4022;SPC NJ       -   221,258.300   181,881.471   MT  0.99991251   +0 14 49.6
 KV4022;SPC NJ       -   725,911.61    596,722.79   sFT  0.99991251   +0 14 49.6
 KV4022;SPC NY L     -    73,186.856   289,706.442   MT  0.99999499   -0 04 47.3
 KV4022;SPC NY L     -   240,113.88    950,478.55   sFT  0.99999499   -0 04 47.3
 KV4022;UTM  18      - 4,519,775.703   574,033.665   MT  0.99966746   +0 34 26.4
 KV4022
 KV4022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4022!SPC NJ       -   1.00000462  x   0.99991251  =   0.99991713
 KV4022!SPC NY L     -   1.00000462  x   0.99999499  =   0.99999961
 KV4022!UTM  18      -   1.00000462  x   0.99966746  =   0.99967208
 KV4022
 KV4022:                Primary Azimuth Mark                     Grid Az
 KV4022:SPC NJ       -  COAL                                     011 43 22.9
 KV4022:SPC NY L     -  COAL                                     012 02 59.8
 KV4022:UTM  18      -  COAL                                     011 23 46.1
 KV4022
 KV4022|---------------------------------------------------------------------|
 KV4022| PID    Reference Object                     Distance      Geod. Az  |
 KV4022|                                                           dddmmss.s |
 KV4022| KV4002 COAL                                APPROX. 0.6 KM 0115812.5 |
 KV4022| KV4043 FORD                                410.962 METERS 1964728.9 |
 KV4022| KV4039 HOTEL                               378.330 METERS 21155     |
 KV4022| KV4027 NECK                                262.286 METERS 35821     |
 KV4022|---------------------------------------------------------------------|
 KV4022
 KV4022                          SUPERSEDED SURVEY CONTROL
 KV4022
 KV4022  NAD 83(1996)-  40 49 32.40476(N)    074 07 19.29091(W) AD(       ) 3
 KV4022  NAD 83(1996)-  40 49 32.40137(N)    074 07 19.29970(W) AD(       ) 3
 KV4022  NAD 83(1992)-  40 49 32.40136(N)    074 07 19.29972(W) AD(       ) 3
 KV4022  NAD 83(1986)-  40 49 32.40161(N)    074 07 19.30054(W) AD(       ) 3
 KV4022  NAD 27      -  40 49 32.03400(N)    074 07 20.77900(W) AD(       ) 3
 KV4022
 KV4022.Superseded values are not recommended for survey control.
 KV4022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4022.See file dsdata.txt to determine how the superseded data were derived.
 KV4022
 KV4022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7403419776(NAD 83)
 KV4022_MARKER: K = CLAY TILE PIPE
 KV4022_SETTING: 0 = UNSPECIFIED SETTING
 KV4022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4022
 KV4022  HISTORY     - Date     Condition        Report By
 KV4022  HISTORY     - 1913     MONUMENTED       CGS
 KV4022  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4022
 KV4022                          STATION DESCRIPTION
 KV4022
 KV4022'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4022'STATION IS ON THE E SIDE OF PASSAIC RIVER, ABOUT 1/4 MILE ABOVE
 KV4022'THE RUTHERFORD AVENUE BRIDGE.
 KV4022'
 KV4022'THE STATION IS 3 METERS OUTSIDE OF HIGH-WATER LINE AND IS 4-INCH
 KV4022'TILE PIPE AND SUNK TO THE GROUND LEVEL.
 KV4022
 KV4022                          STATION RECOVERY (1933)
 KV4022
 KV4022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4022'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3086 ***********************************************************************
 JU3086  DESIGNATION -  BOCK
 JU3086  PID         -  JU3086
 JU3086  STATE/COUNTY-  NJ/GLOUCESTER
 JU3086  USGS QUAD   -  WOODBURY (1995)
 JU3086
 JU3086                         *CURRENT SURVEY CONTROL
 JU3086  ___________________________________________________________________
 JU3086* NAD 83(1996)-  39 47 39.56313(N)    075 13 03.69119(W)     ADJUSTED  
 JU3086* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 JU3086  ___________________________________________________________________
 JU3086  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 JU3086  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU3086
 JU3086  HORZ ORDER  -  FIRST
 JU3086
 JU3086.The horizontal coordinates were established by classical geodetic methods
 JU3086.and adjusted by the National Geodetic Survey in September 1999..
 JU3086
 JU3086.The orthometric height was scaled from a topographic map.
 JU3086
 JU3086.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3086
 JU3086.The geoid height was determined by GEOID03.
 JU3086
 JU3086;                    North         East     Units Scale Factor Converg.
 JU3086;SPC NJ       -   106,926.228    88,535.885   MT  0.99994649   -0 27 33.7
 JU3086;SPC NJ       -   350,807.13    290,471.48   sFT  0.99994649   -0 27 33.7
 JU3086;SPC PA S     -    54,295.628   816,866.561   MT  1.00002465   +1 38 34.6
 JU3086;SPC PA S     -   178,134.91  2,680,003.04   sFT  1.00002465   +1 38 34.6
 JU3086;UTM  18      - 4,404,952.161   481,362.237   MT  0.99960428   -0 08 21.6
 JU3086
 JU3086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3086!SPC NJ       -   1.00000037  x   0.99994649  =   0.99994686
 JU3086!SPC PA S     -   1.00000037  x   1.00002465  =   1.00002502
 JU3086!UTM  18      -   1.00000037  x   0.99960428  =   0.99960465
 JU3086
 JU3086:                Primary Azimuth Mark                     Grid Az
 JU3086:SPC NJ       -  MANTUA BLACK STANDPIPE                   100 57 58.2
 JU3086:SPC PA S     -  MANTUA BLACK STANDPIPE                   098 51 49.9
 JU3086:UTM  18      -  MANTUA BLACK STANDPIPE                   100 38 46.1
 JU3086
 JU3086|---------------------------------------------------------------------|
 JU3086| PID    Reference Object                     Distance      Geod. Az  |
 JU3086|                                                           dddmmss.s |
 JU3086| CB2238 MANTUA BLACK STANDPIPE                             1003024.5 |
 JU3086| CB1277 BOCK RM 1                            32.239 METERS 10602     |
 JU3086| JU3232 MULLICA HILL STANDPIPE              APPROX. 7.1 KM 1795744.5 |
 JU3086| CB1276 BOCK AZ MK                                         1822045.1 |
 JU3086| JU3233 MULLICA HILL HOLY NAME CHURCH       APPROX. 5.9 KM 1834833.2 |
 JU3086| CB1278 BOCK RM 2                            43.172 METERS 19449     |
 JU3086| JU3237 AUBURN ATT MICROWAVE TOWER          APPROX.13.3 KM 2345816.2 |
 JU3086| JU3298 PENNSYLVANIA MILITARY COLLEGE       APPROX.14.0 KM 3022642.4 |
 JU3086| JU3341 SCOTT                               APPROX.17.8 KM 3072104.9 |
 JU3086| JU3084 AIRWAY BEACON 67                    APPROX. 1.9 KM 3121006.8 |
 JU3086| JU3085 CLARKSBORO EAST GREENWICH TANK      APPROX. 0.9 KM 3143345.5 |
 JU3086|---------------------------------------------------------------------|
 JU3086
 JU3086                          SUPERSEDED SURVEY CONTROL
 JU3086
 JU3086  NAD 83(1991)-  39 47 39.56077(N)    075 13 03.69137(W) AD(       ) 1
 JU3086  NAD 83(1986)-  39 47 39.55579(N)    075 13 03.69560(W) AD(       ) 1
 JU3086  NAD 27      -  39 47 39.15100(N)    075 13 05.03500(W) AD(       ) 1
 JU3086
 JU3086.Superseded values are not recommended for survey control.
 JU3086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3086.See file dsdata.txt to determine how the superseded data were derived.
 JU3086
 JU3086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8136204952(NAD 83)
 JU3086_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JU3086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU3086_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3086+STABILITY: SURFACE MOTION
 JU3086
 JU3086  HISTORY     - Date     Condition        Report By
 JU3086  HISTORY     - 1933     MONUMENTED       CGS
 JU3086  HISTORY     - 1934     GOOD             NJGS
 JU3086  HISTORY     - 1946     GOOD             CGS
 JU3086  HISTORY     - 1958     GOOD             CGS
 JU3086  HISTORY     - 1961     GOOD             CGS
 JU3086  HISTORY     - 1984     GOOD             PADT
 JU3086
 JU3086                          STATION DESCRIPTION
 JU3086
 JU3086'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3086'THIS STATION IS ABOUT 0.5 MILE SE OF CLARKSBORO.  3 MILES SSE
 JU3086'OF PAULSBORO.  AND 5 MILES SW OF WOODBURY.  ON LAND OWNED BY
 JU3086'MRS. A. BOCK.  THE STATION IS 6 FEET SSE OF THE NW PROPERTY
 JU3086'LINE OF THE GARDEN PLOT BACK OF MRS. BOCKS HOUSE.  75 FEET WSW
 JU3086'OF THE NE END OF THE GARDEN PLOT.  24.5 FEET NE OF A TRIANGULAR
 JU3086'BLAZED WALNUT TREE.  50 FEET NE OF MRS. BOCKS HOUSE, AND ABOUT
 JU3086'IN LINE WITH THE NW SIDE OF THE HOUSE.  THE MARK PROJECTS 3
 JU3086'INCHES.
 JU3086'
 JU3086'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JU3086'DISKS SET IN CONCRETE.
 JU3086'
 JU3086'REFERENCE MARK NO.1 IS E OF THE STATION.  NEAR THE E CORNER
 JU3086'OF THE GARDEN PLOT.  4 FEET NE OF A CEDAR TREE.  126 FEET E
 JU3086'OF THE BLAZED WALNUT TREE.  AND 15 FEET WSW OF THE NE END OF
 JU3086'THE GARDEN PLOT.  THE MARK PROJECTS 5 INCHES.
 JU3086'
 JU3086'REFERENCE MARK NO.2 IS S OF THE STATION.  JUST NE OF THE SE
 JU3086'PROPERTY LINE.  14 FEET SW OF A CEDAR TREE.  AND 127 FEET S OF
 JU3086'THE BLAZED WALNUT TREE.  THE MARK PROJECTS 5 INCHES.
 JU3086'
 JU3086'TO REACH--FOLLOW ANY OF A NUMBER OF GOOD ROADS TO CLARKSBORO,
 JU3086'THENCE SE FROM THE MAIN CORNER IN CLARKSBORO 0.5 MILE TO
 JU3086'MRS. BOCKS HOUSE, AND THE STATION.  THE HOUSE IS A WHITE ONE
 JU3086'WITH STEEP SLOPING ROOF, NEXT DOOR TO A SMALL YELLOW HOUSE.
 JU3086
 JU3086                          STATION RECOVERY (1934)
 JU3086
 JU3086'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1934
 JU3086'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 JU3086'GARDEN PLOT REFERRED TO IN THE 1933 DESCRIPTION IS NOT
 JU3086'DISTINGUISHABLE AND THE BLAZED WALNUT TREE HAS BEEN CUT DOWN,
 JU3086'BUT THE STUMP IS LEFT.
 JU3086'
 JU3086'FIRST PARAGRAPH OF ORIGINAL DESCRIPTION SHOULD READ AS
 JU3086'FOLLOWS--THIS STATION IS ABOUT 0.5 MILE SE OF CLARKSBORO, 3 MILES
 JU3086'SSE OF PAULSBORO AND 5 MILES SW OF WOODBURY.  ON LAND OWNED AND
 JU3086'OCCUPIED BY MRS. A. BOCK.  THE STATION IS 24.5 FEET NE OF THE
 JU3086'STUMP OF A WALNUT TREE.  6 FEET S OF THE NORTHERLY PROPERTY
 JU3086'LINE OF MRS. BOCK, 246 FEET E OF THE EASTERLY SIDE (REAR) OF
 JU3086'MRS. BOCKS HOUSE AND ABOUT IN LINE WITH THE NORTHERLY SIDE OF
 JU3086'THE HOUSE.  THE MARK PROJECTS 3 INCHES.
 JU3086
 JU3086                          STATION RECOVERY (1946)
 JU3086
 JU3086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3086'STATION MARK, R.M. 1 AND R.M. 2 RECOVERED IN GOOD CONDITION.  THE
 JU3086'ORIGINAL DESCRIPTION AND THE 1934 RECOVERY NOTES ARE ADEQUATE
 JU3086'EXCEPT FOR THE FOLLOWING CHANGES AND DELETIONS--
 JU3086'
 JU3086'1 - CHANGE ALL REFERENCES TO MRS. BOCK AS PROPERTY OWNER TO
 JU3086'MR. W. NOLTE AS PRESENT OWNER AND OCCUPIER.
 JU3086'
 JU3086'2 - DELETE ALL REFERENCES TO BLAZED WALNUT TREE AND STUMP BOTH
 JU3086'HAVE BEEN DESTROYED.
 JU3086'
 JU3086'3 - CHANGE THE MARK PROJECTS 3 INCHES TO THE MARK IS FLUSH
 JU3086'WITH THE GROUND.
 JU3086
 JU3086                          STATION RECOVERY (1958)
 JU3086
 JU3086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 JU3086'THE STATION MARK, REFERENCE MARKS NUMBER 1 AND NUMBER 2 WERE
 JU3086'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  A DIFFERENCE
 JU3086'BETWEEN THE OLD AND NEW MEASUREMENTS WAS NOTED.  THIS MEASUREMENT
 JU3086'WAS DOUBLE CHECKED IN THE FIELD AND IS BELIEVED TO BE CORRECT.  AN
 JU3086'AZIMUTH MARK WAS ESTABLISHED AT THIS DATE.  THE ORIGINAL
 JU3086'DESCRIPTION IS ADEQUATE FOR RECOVERY.  ADDITIONS AND CORRECTIONS
 JU3086'ARE INCORPORATED IN THE FOLLOWING.
 JU3086'
 JU3086'THE STATION IS NOW ON PROPERTY OWNED BY MR. WILLIAM NOLTE.  IT
 JU3086'IS ABOUT 5 MILES SOUTHWEST OF WOODBURY, ABOUT 3 MILES
 JU3086'SOUTH-SOUTHEAST OF PAULSBORO AND ABOUT 0.5 MILE SOUTHEAST OF
 JU3086'CLARKSBORO.  THE MARK IS 246 FEET EAST OF THE NORTHEAST
 JU3086'CORNER OF A FARM HOUSE AND 6 FEET SOUTH OF THE NORTHERN PROPERTY
 JU3086'LINE.
 JU3086'
 JU3086'TO REACH THE STATION FROM THE POST OFFICE IN CLARKSBORO, GO
 JU3086'SOUTHWEST ON COUNTY ROAD NUMBER 551 FOR 0.05 MILE TO AN
 JU3086'INTERSECTION AT A FLASHING CAUTION LIGHT, TURN LEFT ONTO
 JU3086'A PAVED ROAD AND GO EASTERLY FOR 0.5 MILE TO TWO WHITE HOUSES
 JU3086'ON THE LEFT.  (TO REACH AZIMUTH CONTINUE EASTERLY ON THE PAVED
 JU3086'ROAD FOR 0.1 MILE TO A DRIVEWAY AND THE AZIMUTH MARK ON THE
 JU3086'LEFT AS DESCRIBED.) TURN LEFT, BETWEEN THE TWO HOUSES AND GO
 JU3086'ABOUT 300 FEET TO THE STATION AS DESCRIBED.
 JU3086'
 JU3086'THE STATION MARK IS A STANDARD DISK STAMPED BOCK 1933, SET IN
 JU3086'THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 JU3086'INCHES ABOVE THE SURFACE OF THE GROUND.
 JU3086'
 JU3086'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BOCK NO 1
 JU3086'1933, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 JU3086'ABOUT 10 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS LOCATED
 JU3086'15 FEET WEST-SOUTHWEST OF THE NORTHEAST END OF THE GARDEN
 JU3086'PLOT.  .
 JU3086'
 JU3086'REFERENCE MARK NUMBER 2, IS A STANDARD DISK, STAMPED BOCK NO 2
 JU3086'1933, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 JU3086'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS LOCATED
 JU3086'JUST NORTHEAST OF THE SOUTHEAST PROPERTY LINE AND 14 FEET
 JU3086'SOUTHWEST OF A 12-INCH CEDAR TREE.
 JU3086'
 JU3086'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BOCK 1958, SET IN
 JU3086'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 JU3086'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS LOCATED 45 FEET
 JU3086'NORTH OF A DRIVE-WAY, 18 FEET NORTHEAST OF THE CENTER OF A
 JU3086'BLACK TOP ROAD, 2 FEET NORTH OF A POWERLINE POLE AND A WHITE
 JU3086'WITNESS POST.
 JU3086
 JU3086                          STATION RECOVERY (1961)
 JU3086
 JU3086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3086'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 JU3086'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE
 JU3086'MARK 2 WAS RAN OVER AND MOVED BY ONE OF THE BUILDING TRUCKS AND
 JU3086'THEN WAS RESET IN THE APPROXIMATE LOCATION.  A DIFFERENCE OF
 JU3086'0.024 METERS SHORTER MEASUREMENT AND 1 DEGREE AND 57.0 SECONDS
 JU3086'WAS NOTED ON THIS DATE THAN THE PREVIOUS DISTANCE AND DIRECTION.
 JU3086'
 JU3086'THE PREVIOUS DESCRIPTION OF THE TO REACH THE STATION IS ADEQUATE.
 JU3086'
 JU3086'HEIGHT OF LIGHT ABOVE STATION MARK 30.00 METERS.
 JU3086
 JU3086                          STATION RECOVERY (1984)
 JU3086
 JU3086'RECOVERY NOTE BY PA DEPT OF TRANSP 1984 (RBG)
 JU3086'THE STATION WAS RECOVERED AT THIS DATE.
 JU3086'THE REFERENCE MARKS AND AZIMUTH MARK WERE SEARCHED FOR BUT NOT
 JU3086'RECOVERED.
 JU3086'THE PROPERTY OWNER IS NOW C. R. VAN LEUVEN.
 JU3086'THE TO REACH IS INADEQUATE.  A NEW TO REACH FOLLOWS.
 JU3086'
 JU3086'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY HIGHWAY 551
 JU3086'AND COHAWKIN ROAD IN CLARKSBORO, GO SOUTHEAST ON COHAWKIN ROAD 100
 JU3086'FEET TO POST OFFICE, CONTINUE SOUTHEAST ON COHAWKIN ROAD 0.5 MILES
 JU3086'TO A WHITE HOUSE AND DRIVEWAY ON LEFT, TURN LEFT AND GO NORTH
 JU3086'APPROXIMATELY 92.40 METERS (300 FT)  TO STATION.
 JU3086'
 JU3086'DESCRIBED BY R. B. GROSSER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3959 ***********************************************************************
 KV3959  DESIGNATION -  BOGOTA CONTINENTAL PAPER CHIM
 KV3959  PID         -  KV3959
 KV3959  STATE/COUNTY-  NJ/BERGEN
 KV3959  USGS QUAD   -  WEEHAWKEN (1995)
 KV3959
 KV3959                         *CURRENT SURVEY CONTROL
 KV3959  ___________________________________________________________________
 KV3959* NAD 83(1996)-  40 52 05.71034(N)    074 02 02.59731(W)     ADJUSTED  
 KV3959* NAVD 88     -                                                        
 KV3959  ___________________________________________________________________
 KV3959  LAPLACE CORR-           7.66  (seconds)                    DEFLEC99
 KV3959  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV3959
 KV3959  HORZ ORDER  -  THIRD
 KV3959
 KV3959.The horizontal coordinates were established by classical geodetic methods
 KV3959.and adjusted by the National Geodetic Survey in September 1999..
 KV3959
 KV3959
 KV3959.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3959
 KV3959.The geoid height was determined by GEOID03.
 KV3959
 KV3959;                    North         East     Units Scale Factor Converg.
 KV3959;SPC NJ       -   226,022.661   189,276.476   MT  0.99991898   +0 18 17.6
 KV3959;SPC NJ       -   741,542.68    620,984.57   sFT  0.99991898   +0 18 17.6
 KV3959;SPC NY L     -    77,909.305   297,129.109   MT  0.99999495   -0 01 20.2
 KV3959;SPC NY L     -   255,607.44    974,831.09   sFT  0.99999495   -0 01 20.2
 KV3959;UTM  18      - 4,524,581.037   581,399.577   MT  0.99968155   +0 37 55.5
 KV3959
 KV3959                          SUPERSEDED SURVEY CONTROL
 KV3959
 KV3959  NAD 83(1996)-  40 52 05.71022(N)    074 02 02.59741(W) AD(       ) 4
 KV3959  NAD 83(1996)-  40 52 05.70916(N)    074 02 02.59878(W) AD(       ) 4
 KV3959  NAD 83(1992)-  40 52 05.70674(N)    074 02 02.59923(W) AD(       ) 4
 KV3959  NAD 83(1986)-  40 52 05.71645(N)    074 02 02.59521(W) AD(       ) 4
 KV3959  NAD 27      -  40 52 05.35300(N)    074 02 04.09600(W) AD(       ) 3
 KV3959
 KV3959.Superseded values are not recommended for survey control.
 KV3959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3959.See file dsdata.txt to determine how the superseded data were derived.
 KV3959
 KV3959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8140024581(NAD 83)
 KV3959_MARKER: 85 = CHIMNEY
 KV3959
 KV3959  HISTORY     - Date     Condition        Report By
 KV3959  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3959
 KV3959                          STATION DESCRIPTION
 KV3959
 KV3959'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3959'THE PROMINENT CHIMNEY, ON THE E SIDE OF THE HACKENSACK RIVER,
 KV3959'IN BOGOTA W OF THE NEW YORK, SUSQUEHANNA AND WESTERN RAILROAD
 KV3959'TRACKS AT THE N END OF A PRIVATE CONCRETE ROAD RUNNING PARALLEL TO
 KV3959'AND WESTWARD OF THESE TRACKS, RISING FROM THE GROUND IN THE
 KV3959'MIDST OF MANY FACTORY BUILDINGS OF THE CONTINENTAL PAPER
 KV3959'COMPANY.  IT IS A REDDISH-YELLOW BRICK CHIMNEY HAVING THE NAME
 KV3959'CONTINENTAL PAPER CO. LETTERED ON ITS S SIDE AND IS
 KV3959'APPROXIMATELY 400 METERS SW OF THE SIMILAR CHIMNEY OF THE
 KV3959'FEDERAL PAPER BOARD COMPANY.
 KV3959'
 KV3959'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 225 FEET ABOVE
 KV3959'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3930 ***********************************************************************
 KV3930  DESIGNATION -  BOGOTA FED PAPER BOARD CHIMNEY
 KV3930  PID         -  KV3930
 KV3930  STATE/COUNTY-  NJ/BERGEN
 KV3930  USGS QUAD   -  WEEHAWKEN (1995)
 KV3930
 KV3930                         *CURRENT SURVEY CONTROL
 KV3930  ___________________________________________________________________
 KV3930* NAD 83(1996)-  40 52 10.18046(N)    074 01 59.78787(W)     ADJUSTED  
 KV3930* NAVD 88     -                                                        
 KV3930  ___________________________________________________________________
 KV3930  LAPLACE CORR-           7.66  (seconds)                    DEFLEC99
 KV3930  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV3930
 KV3930  HORZ ORDER  -  THIRD
 KV3930
 KV3930.The horizontal coordinates were established by classical geodetic methods
 KV3930.and adjusted by the National Geodetic Survey in September 1999..
 KV3930
 KV3930
 KV3930.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3930
 KV3930.The geoid height was determined by GEOID03.
 KV3930
 KV3930;                    North         East     Units Scale Factor Converg.
 KV3930;SPC NJ       -   226,160.890   189,341.525   MT  0.99991904   +0 18 19.4
 KV3930;SPC NJ       -   741,996.19    621,197.99   sFT  0.99991904   +0 18 19.4
 KV3930;SPC NY L     -    78,047.171   297,194.951   MT  0.99999496   -0 01 18.4
 KV3930;SPC NY L     -   256,059.76    975,047.10   sFT  0.99999496   -0 01 18.4
 KV3930;UTM  18      - 4,524,719.603   581,463.820   MT  0.99968168   +0 37 57.4
 KV3930
 KV3930                          SUPERSEDED SURVEY CONTROL
 KV3930
 KV3930  NAD 83(1996)-  40 52 10.18034(N)    074 01 59.78797(W) AD(       ) 4
 KV3930  NAD 83(1996)-  40 52 10.17924(N)    074 01 59.78931(W) AD(       ) 4
 KV3930  NAD 83(1992)-  40 52 10.17682(N)    074 01 59.78983(W) AD(       ) 4
 KV3930  NAD 83(1986)-  40 52 10.18680(N)    074 01 59.78578(W) AD(       ) 4
 KV3930  NAD 27      -  40 52 09.82300(N)    074 02 01.28700(W) AD(       ) 3
 KV3930
 KV3930.Superseded values are not recommended for survey control.
 KV3930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3930.See file dsdata.txt to determine how the superseded data were derived.
 KV3930
 KV3930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8146424720(NAD 83)
 KV3930_MARKER: 85 = CHIMNEY
 KV3930
 KV3930  HISTORY     - Date     Condition        Report By
 KV3930  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3930
 KV3930                          STATION DESCRIPTION
 KV3930
 KV3930'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3930'THE CHIMNEY, ON THE E SIDE OF THE HACKENSACK RIVER, IN BOGOTA ON
 KV3930'THE W SIDE OF RIVER ROAD APPROXIMATELY 200 METERS NW OF THE
 KV3930'VEHICULAR UNDERPASS OF THE NEW YORK CENTRAL RAILROAD AT RIVER
 KV3930'ROAD, IN THE PLANT OF THE FEDERAL PAPER BOARD COMPANY, RISING
 KV3930'FROM THE GROUND NEAR THE NE CORNER OF THE 4-STORY, RED BRICK
 KV3930'POWER HOUSE.  IT IS AN ORDINARY TYPE, ROUND, YELLOW BRICK
 KV3930'CHIMNEY, HAVING THE NAME FEDERAL PAPER BOARD CO. LETTERED ON
 KV3930'ITS S SIDE.
 KV3930'
 KV3930'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 225 FEET ABOVE
 KV3930'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3931 ***********************************************************************
 KV3931  DESIGNATION -  BOGOTA FED PAPER BOARD TANK
 KV3931  PID         -  KV3931
 KV3931  STATE/COUNTY-  NJ/BERGEN
 KV3931  USGS QUAD   -  WEEHAWKEN (1995)
 KV3931
 KV3931                         *CURRENT SURVEY CONTROL
 KV3931  ___________________________________________________________________
 KV3931* NAD 83(1996)-  40 52 09.40515(N)    074 01 59.35043(W)     ADJUSTED  
 KV3931* NAVD 88     -                                                        
 KV3931  ___________________________________________________________________
 KV3931  LAPLACE CORR-           7.66  (seconds)                    DEFLEC99
 KV3931  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV3931
 KV3931  HORZ ORDER  -  THIRD
 KV3931
 KV3931.The horizontal coordinates were established by classical geodetic methods
 KV3931.and adjusted by the National Geodetic Survey in September 1999..
 KV3931
 KV3931
 KV3931.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3931
 KV3931.The geoid height was determined by GEOID03.
 KV3931
 KV3931;                    North         East     Units Scale Factor Converg.
 KV3931;SPC NJ       -   226,137.031   189,351.895   MT  0.99991905   +0 18 19.7
 KV3931;SPC NJ       -   741,917.91    621,232.01   sFT  0.99991905   +0 18 19.7
 KV3931;SPC NY L     -    78,023.251   297,205.185   MT  0.99999496   -0 01 18.1
 KV3931;SPC NY L     -   255,981.28    975,080.68   sFT  0.99999496   -0 01 18.1
 KV3931;UTM  18      - 4,524,695.809   581,474.324   MT  0.99968170   +0 37 57.6
 KV3931
 KV3931                          SUPERSEDED SURVEY CONTROL
 KV3931
 KV3931  NAD 83(1996)-  40 52 09.40503(N)    074 01 59.35054(W) AD(       ) 4
 KV3931  NAD 83(1996)-  40 52 09.40394(N)    074 01 59.35188(W) AD(       ) 4
 KV3931  NAD 83(1992)-  40 52 09.40152(N)    074 01 59.35240(W) AD(       ) 4
 KV3931  NAD 83(1986)-  40 52 09.41146(N)    074 01 59.34832(W) AD(       ) 4
 KV3931  NAD 27      -  40 52 09.04800(N)    074 02 00.84900(W) AD(       ) 3
 KV3931
 KV3931.Superseded values are not recommended for survey control.
 KV3931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3931.See file dsdata.txt to determine how the superseded data were derived.
 KV3931
 KV3931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8147424696(NAD 83)
 KV3931_MARKER: 53 = ELEVATED TANK
 KV3931
 KV3931  HISTORY     - Date     Condition        Report By
 KV3931  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3931
 KV3931                          STATION DESCRIPTION
 KV3931
 KV3931'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3931'THE TANK, ON THE E SIDE OF THE HACKENSACK RIVER, IN BOGOTA ON
 KV3931'THE W SIDE OF RIVER ROAD APPROXIMATELY 200 METERS NW OF THE
 KV3931'VEHICULAR UNDERPASS OF THE NEW YORK CENTRAL RAILROAD AT RIVER
 KV3931'ROAD, IN THE PLANT OF THE FEDERAL PAPER BOARD COMPANY, RISING FROM
 KV3931'THE GROUND TO THE EASTWARD OF THE POWER HOUSE.  IT IS AN
 KV3931'ORDINARY-TYPE, CONICAL-TOP, GREEN, WOODEN WATER TANK SUPPORTED
 KV3931'BY STEEL SPIDER STRUCTURE.
 KV3931'
 KV3931'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 75 FEET
 KV3931'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3890 ***********************************************************************
 KV3890  DESIGNATION -  BOGOTA GEORGE M BREWSTER STACK
 KV3890  PID         -  KV3890
 KV3890  STATE/COUNTY-  NJ/BERGEN
 KV3890  USGS QUAD   -  HACKENSACK (1997)
 KV3890
 KV3890                         *CURRENT SURVEY CONTROL
 KV3890  ___________________________________________________________________
 KV3890* NAD 83(1996)-  40 52 45.88153(N)    074 02 18.69897(W)     ADJUSTED  
 KV3890* NAVD 88     -                                                        
 KV3890  ___________________________________________________________________
 KV3890  LAPLACE CORR-           7.56  (seconds)                    DEFLEC99
 KV3890  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KV3890
 KV3890  HORZ ORDER  -  THIRD
 KV3890
 KV3890.The horizontal coordinates were established by classical geodetic methods
 KV3890.and adjusted by the National Geodetic Survey in September 1999..
 KV3890
 KV3890
 KV3890.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3890
 KV3890.The geoid height was determined by GEOID03.
 KV3890
 KV3890;                    North         East     Units Scale Factor Converg.
 KV3890;SPC NJ       -   227,259.732   188,892.923   MT  0.99991861   +0 18 07.3
 KV3890;SPC NJ       -   745,601.30    619,726.20   sFT  0.99991861   +0 18 07.3
 KV3890;SPC NY L     -    79,148.641   296,752.598   MT  0.99999503   -0 01 30.7
 KV3890;SPC NY L     -   259,673.50    973,595.82   sFT  0.99999503   -0 01 30.7
 KV3890;UTM  18      - 4,525,815.605   581,009.058   MT  0.99968077   +0 37 45.4
 KV3890
 KV3890                          SUPERSEDED SURVEY CONTROL
 KV3890
 KV3890  NAD 83(1996)-  40 52 45.88141(N)    074 02 18.69908(W) AD(       ) 4
 KV3890  NAD 83(1996)-  40 52 45.88058(N)    074 02 18.70031(W) AD(       ) 4
 KV3890  NAD 83(1992)-  40 52 45.87801(N)    074 02 18.70082(W) AD(       ) 4
 KV3890  NAD 83(1986)-  40 52 45.88890(N)    074 02 18.69821(W) AD(       ) 4
 KV3890  NAD 27      -  40 52 45.52700(N)    074 02 20.19900(W) AD(       ) 3
 KV3890
 KV3890.Superseded values are not recommended for survey control.
 KV3890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3890.See file dsdata.txt to determine how the superseded data were derived.
 KV3890
 KV3890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8100925816(NAD 83)
 KV3890_MARKER: 63 = STACK
 KV3890
 KV3890  HISTORY     - Date     Condition        Report By
 KV3890  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3890
 KV3890                          STATION DESCRIPTION
 KV3890
 KV3890'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3890'STATION IS THE LARGER AND WESTERLY OF TWO STACKS APPROXIMATELY 20
 KV3890'METERS E OF THE HACKENSACK RIVER, IN BOGOTA JUST N OF THE FORT LEE
 KV3890'ROAD AND APPROXIMATELY 50 METERS E OF THE COURT STREET BRIDGE
 KV3890'CROSSING THE HACKENSACK RIVER IN THE PLANT OF GEORGE M. BREWSTER
 KV3890'AND SON (GENERAL CONTRACTORS), RISING FROM THE ROOF OF A LARGE,
 KV3890'IRREGULARLY-SHAPED BUILDING.  IT IS A RATHER SHORT, BLACK STACK
 KV3890'WITH A CONICAL-SHAPED PROTECTOR AT ITS TOP.
 KV3890'
 KV3890'STATION IS THE STACK TOP, APPROXIMATELY 65 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3886 ***********************************************************************
 KV3886  DESIGNATION -  BOGOTA HIGH SCHOOL CUPOLA
 KV3886  PID         -  KV3886
 KV3886  STATE/COUNTY-  NJ/BERGEN
 KV3886  USGS QUAD   -  HACKENSACK (1997)
 KV3886
 KV3886                         *CURRENT SURVEY CONTROL
 KV3886  ___________________________________________________________________
 KV3886* NAD 83(1996)-  40 52 40.08696(N)    074 01 25.29965(W)     ADJUSTED  
 KV3886* NAVD 88     -                                                        
 KV3886  ___________________________________________________________________
 KV3886  LAPLACE CORR-           7.68  (seconds)                    DEFLEC99
 KV3886  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 KV3886
 KV3886  HORZ ORDER  -  THIRD
 KV3886
 KV3886.The horizontal coordinates were established by classical geodetic methods
 KV3886.and adjusted by the National Geodetic Survey in September 1999..
 KV3886
 KV3886
 KV3886.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3886
 KV3886.The geoid height was determined by GEOID03.
 KV3886
 KV3886;                    North         East     Units Scale Factor Converg.
 KV3886;SPC NJ       -   227,087.696   190,144.038   MT  0.99991983   +0 18 42.2
 KV3886;SPC NJ       -   745,036.88    623,830.90   sFT  0.99991983   +0 18 42.2
 KV3886;SPC NY L     -    78,969.449   298,002.804   MT  0.99999502   -0 00 55.8
 KV3886;SPC NY L     -   259,085.60    977,697.53   sFT  0.99999502   -0 00 55.8
 KV3886;UTM  18      - 4,525,650.757   582,260.838   MT  0.99968329   +0 38 20.3
 KV3886
 KV3886                          SUPERSEDED SURVEY CONTROL
 KV3886
 KV3886  NAD 83(1996)-  40 52 40.08685(N)    074 01 25.29976(W) AD(       ) 4
 KV3886  NAD 83(1996)-  40 52 40.08575(N)    074 01 25.30095(W) AD(       ) 4
 KV3886  NAD 83(1992)-  40 52 40.08336(N)    074 01 25.30151(W) AD(       ) 4
 KV3886  NAD 83(1986)-  40 52 40.09393(N)    074 01 25.29725(W) AD(       ) 4
 KV3886  NAD 27      -  40 52 39.73100(N)    074 01 26.80000(W) AD(       ) 3
 KV3886
 KV3886.Superseded values are not recommended for survey control.
 KV3886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3886.See file dsdata.txt to determine how the superseded data were derived.
 KV3886
 KV3886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8226125651(NAD 83)
 KV3886_MARKER: 86 = CUPOLA
 KV3886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3886+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2005
 KV3886
 KV3886  HISTORY     - Date     Condition        Report By
 KV3886  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3886  HISTORY     - 1977     GOOD             NGS
 KV3886  HISTORY     - 20051124 GOOD             GEOCAC
 KV3886
 KV3886                          STATION DESCRIPTION
 KV3886
 KV3886'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3886'THE CUPOLA, E OF THE HACKENSACK RIVER, IN BOGOTA AT THE E END
 KV3886'OF KOVAR STREET, ONE BLOCK E OF PALISADE AVENUE, ATOP THE 2
 KV3886'1/2-STORY, RED BRICK BOGOTA HIGH SCHOOL BUILDING.  IT IS A GRAY,
 KV3886'METAL-SHEATHED, OCTAGONAL CUPOLA, RISING FROM A SQUARE TOWER AT
 KV3886'THE CENTER OF THE BUILDINGS W SIDE.
 KV3886'
 KV3886'THE STATION IS THE PINNACLE AT THE CUPOLA-APEX, APPROXIMATELY
 KV3886'60 FEET ABOVE GROUND.
 KV3886
 KV3886                          STATION RECOVERY (1977)
 KV3886
 KV3886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RPD)
 KV3886'RECOVERED AS DESCRIBED.
 KV3886'
 KV3886'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV3886'IN BOGOTA.
 KV3886
 KV3886                          STATION RECOVERY (2005)
 KV3886
 KV3886'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV3886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3896 ***********************************************************************
 KV3896  DESIGNATION -  BOGOTA SCHOOL 2 FLAGSTAFF
 KV3896  PID         -  KV3896
 KV3896  STATE/COUNTY-  NJ/BERGEN
 KV3896  USGS QUAD   -  HACKENSACK (1997)
 KV3896
 KV3896                         *CURRENT SURVEY CONTROL
 KV3896  ___________________________________________________________________
 KV3896* NAD 83(1996)-  40 52 45.44074(N)    074 01 47.82654(W)     ADJUSTED  
 KV3896* NAVD 88     -                                                        
 KV3896  ___________________________________________________________________
 KV3896  LAPLACE CORR-           7.65  (seconds)                    DEFLEC99
 KV3896  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KV3896
 KV3896  HORZ ORDER  -  THIRD
 KV3896
 KV3896.The horizontal coordinates were established by classical geodetic methods
 KV3896.and adjusted by the National Geodetic Survey in September 1999..
 KV3896
 KV3896
 KV3896.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3896
 KV3896.The geoid height was determined by GEOID03.
 KV3896
 KV3896;                    North         East     Units Scale Factor Converg.
 KV3896;SPC NJ       -   227,249.981   189,615.756   MT  0.99991931   +0 18 27.5
 KV3896;SPC NJ       -   745,569.31    622,097.69   sFT  0.99991931   +0 18 27.5
 KV3896;SPC NY L     -    79,134.761   297,475.419   MT  0.99999503   -0 01 10.5
 KV3896;SPC NY L     -   259,627.96    975,967.27   sFT  0.99999503   -0 01 10.5
 KV3896;UTM  18      - 4,525,809.984   581,731.764   MT  0.99968222   +0 38 05.6
 KV3896
 KV3896                          SUPERSEDED SURVEY CONTROL
 KV3896
 KV3896  NAD 83(1996)-  40 52 45.44061(N)    074 01 47.82664(W) AD(       ) 4
 KV3896  NAD 83(1996)-  40 52 45.43967(N)    074 01 47.82810(W) AD(       ) 4
 KV3896  NAD 83(1992)-  40 52 45.43720(N)    074 01 47.82842(W) AD(       ) 4
 KV3896  NAD 83(1986)-  40 52 45.44807(N)    074 01 47.82566(W) AD(       ) 4
 KV3896  NAD 27      -  40 52 45.09000(N)    074 01 49.33000(W) AD(       ) 3
 KV3896
 KV3896.Superseded values are not recommended for survey control.
 KV3896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3896.See file dsdata.txt to determine how the superseded data were derived.
 KV3896
 KV3896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8173225810(NAD 83)
 KV3896_MARKER: 83 = FLAGSTAFF
 KV3896
 KV3896  HISTORY     - Date     Condition        Report By
 KV3896  HISTORY     - 1914     FIRST OBSERVED   CGS
 KV3896  HISTORY     - 1932     GOOD             CGS
 KV3896  HISTORY     - 1965     SEE DESCRIPTION  CGS
 KV3896
 KV3896                          STATION DESCRIPTION
 KV3896
 KV3896'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3896'STATION RECOVERED IN GOOD CONDITION.  NO DESCRIPTION AVAILABLE.
 KV3896'
 KV3896'A COMPLETE DESCRIPTION FOLLOWS--
 KV3896'
 KV3896'THIS STATION IS E OF THE HACKENSACK RIVER IN BOGOTA SCHOOL
 KV3896'NO.2, A 2-STORY BRICK BUILDING.  THE FLAGSTAFF IS IN LINE
 KV3896'WITH THE CORNER OF THE BUILDING AND THE INTERSECTION OF THE
 KV3896'STREET CENTER LINES.  IT IS A WHITE STEEL FLAGPOLE APPROXIMATELY
 KV3896'40 FEET HIGH.
 KV3896'
 KV3896'THE STATION IS THE BASE OF THE FLAGPOLE.
 KV3896
 KV3896                          STATION RECOVERY (1965)
 KV3896
 KV3896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ETO)
 KV3896'THE COORDINATES OF THE STATION PLOTS AT THE OLD SCHOOL, WHICH
 KV3896'IS NOW THE MUNICIPAL BUILDING.  THERE IS A FLAGPOLE HERE, BUT
 KV3896'IT COULDNT BE VERIFIED AS TO ITS ORIGINAL POSITION.  THE
 KV3896'PUBLISHED DESCRIPTION IS CORRECT FOR A FLAGPOLE AT SCHOOL
 KV3896'NO. 2, BUT THE MAP POSITION IS INCORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1199 ***********************************************************************
 KV1199  DESIGNATION -  BOLT CNJRR
 KV1199  PID         -  KV1199
 KV1199  STATE/COUNTY-  NJ/HUNTERDON
 KV1199  USGS QUAD   -  CALIFON (1970)
 KV1199
 KV1199                         *CURRENT SURVEY CONTROL
 KV1199  ___________________________________________________________________
 KV1199* NAD 83(1986)-  40 38 26.     (N)    074 51 37.     (W)     SCALED    
 KV1199* NAVD 88     -       112.289  (meters)     368.40   (feet)  ADJUSTED  
 KV1199  ___________________________________________________________________
 KV1199  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KV1199  DYNAMIC HT  -         112.236 (meters)     368.23  (feet)  COMP
 KV1199  MODELED GRAV-     980,156.2   (mgal)                       NAVD 88
 KV1199
 KV1199  VERT ORDER  -  FIRST     CLASS II
 KV1199
 KV1199.The horizontal coordinates were scaled from a topographic map and have
 KV1199.an estimated accuracy of +/- 6 seconds.
 KV1199
 KV1199.The orthometric height was determined by differential leveling
 KV1199.and adjusted by the National Geodetic Survey in June 1991..
 KV1199
 KV1199.The geoid height was determined by GEOID03.
 KV1199
 KV1199.The dynamic height is computed by dividing the NAVD 88
 KV1199.geopotential number by the normal gravity value computed on the
 KV1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1199.degrees latitude (g = 980.6199 gals.).
 KV1199
 KV1199.The modeled gravity was interpolated from observed gravity values.
 KV1199
 KV1199;                    North         East    Units  Estimated Accuracy
 KV1199;SPC NJ       -   200,700.      119,530.      MT  (+/- 180 meters Scaled)
 KV1199
 KV1199                          SUPERSEDED SURVEY CONTROL
 KV1199
 KV1199  NGVD 29 (??/??/??)  112.526  (m)          369.18   (f) ADJUSTED    1 2
 KV1199
 KV1199.Superseded values are not recommended for survey control.
 KV1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1199.See file dsdata.txt to determine how the superseded data were derived.
 KV1199
 KV1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK118988(NAD 83)
 KV1199_MARKER: B = BOLT
 KV1199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1199_SP_SET: PEDESTAL FOUNDATION
 KV1199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1199
 KV1199  HISTORY     - Date     Condition        Report By
 KV1199  HISTORY     - UNK      MONUMENTED       CNJRR
 KV1199  HISTORY     - 1942     GOOD             CGS
 KV1199  HISTORY     - 1950     GOOD             CGS
 KV1199
 KV1199                          STATION DESCRIPTION
 KV1199
 KV1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1199'1 MI E FROM ANNANDALE.
 KV1199'1 MILE EAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE
 KV1199'STATION AT ANNANDALE, HUNTERDON COUNTY, AT AN OVERHEAD BRIDGE,
 KV1199'IN THE TOP OF THE EAST END OF THE NORTH STONE PEDESTAL
 KV1199'FOUNDATON, AND ABOUT 8 FEET HIGHER THAN THE TRACK.
 KV1199
 KV1199                          STATION RECOVERY (1950)
 KV1199
 KV1199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KV1199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1514 ***********************************************************************
 KV1514  DESIGNATION -  BOLT CNJRR
 KV1514  PID         -  KV1514
 KV1514  STATE/COUNTY-  NJ/HUNTERDON
 KV1514  USGS QUAD   -  BLOOMSBURY (1970)
 KV1514
 KV1514                         *CURRENT SURVEY CONTROL
 KV1514  ___________________________________________________________________
 KV1514* NAD 83(1986)-  40 39 11.     (N)    075 05 08.     (W)     SCALED    
 KV1514* NAVD 88     -       101.348  (meters)     332.51   (feet)  ADJUSTED  
 KV1514  ___________________________________________________________________
 KV1514  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KV1514  DYNAMIC HT  -         101.300 (meters)     332.35  (feet)  COMP
 KV1514  MODELED GRAV-     980,152.5   (mgal)                       NAVD 88
 KV1514
 KV1514  VERT ORDER  -  FIRST     CLASS II
 KV1514
 KV1514.The horizontal coordinates were scaled from a topographic map and have
 KV1514.an estimated accuracy of +/- 6 seconds.
 KV1514
 KV1514.The orthometric height was determined by differential leveling
 KV1514.and adjusted by the National Geodetic Survey in June 1991..
 KV1514
 KV1514.The geoid height was determined by GEOID03.
 KV1514
 KV1514.The dynamic height is computed by dividing the NAVD 88
 KV1514.geopotential number by the normal gravity value computed on the
 KV1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1514.degrees latitude (g = 980.6199 gals.).
 KV1514
 KV1514.The modeled gravity was interpolated from observed gravity values.
 KV1514
 KV1514;                    North         East    Units  Estimated Accuracy
 KV1514;SPC NJ       -   202,190.      100,480.      MT  (+/- 180 meters Scaled)
 KV1514
 KV1514                          SUPERSEDED SURVEY CONTROL
 KV1514
 KV1514  NGVD 29 (??/??/??)  101.567  (m)          333.22   (f) ADJUSTED    1 2
 KV1514
 KV1514.Superseded values are not recommended for survey control.
 KV1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1514.See file dsdata.txt to determine how the superseded data were derived.
 KV1514
 KV1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL927002(NAD 83)
 KV1514_MARKER: B = BOLT
 KV1514_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1514_SP_SET: TOWER BASE
 KV1514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1514
 KV1514  HISTORY     - Date     Condition        Report By
 KV1514  HISTORY     - 1942     MONUMENTED       CNJRR
 KV1514  HISTORY     - 1942     GOOD             CGS
 KV1514
 KV1514                          STATION DESCRIPTION
 KV1514
 KV1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1514'AT BLOOMSBURY.
 KV1514'AT BLOOMSBURY, HUNTERDON COUNTY, ON THE CENTRAL RAILROAD OF NEW
 KV1514'JERSEY, AT SIGNAL TOWER 64.1, IN THE CENTER OF THE SOUTH EDGE
 KV1514'OF THE CONCRETE BASE, 30 FEET WEST OF A STREET CROSSING, AND ABOUT
 KV1514'35 FEET NORTH OF THE WATCHMANS TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2825 ***********************************************************************
 KU2825  DESIGNATION -  BOMBPROOF USCA 1940
 KU2825  PID         -  KU2825
 KU2825  STATE/COUNTY-  NJ/MONMOUTH
 KU2825  USGS QUAD   -  SANDY HOOK (1981)
 KU2825
 KU2825                         *CURRENT SURVEY CONTROL
 KU2825  ___________________________________________________________________
 KU2825* NAD 83(1996)-  40 26 58.68204(N)    073 59 17.88893(W)     ADJUSTED  
 KU2825* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KU2825  ___________________________________________________________________
 KU2825  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 KU2825  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KU2825
 KU2825  HORZ ORDER  -  SECOND
 KU2825
 KU2825.The horizontal coordinates were established by classical geodetic methods
 KU2825.and adjusted by the National Geodetic Survey in September 1999..
 KU2825
 KU2825.The orthometric height was scaled from a topographic map.
 KU2825
 KU2825.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2825
 KU2825.The geoid height was determined by GEOID03.
 KU2825
 KU2825;                    North         East     Units Scale Factor Converg.
 KU2825;SPC NJ       -   179,562.039   193,403.628   MT  0.99992318   +0 19 55.1
 KU2825;SPC NJ       -   589,113.12    634,525.07   sFT  0.99992318   +0 19 55.1
 KU2825;UTM  18      - 4,478,155.550   585,789.825   MT  0.99969059   +0 39 23.1
 KU2825
 KU2825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2825!SPC NJ       -   1.00000483  x   0.99992318  =   0.99992801
 KU2825!UTM  18      -   1.00000483  x   0.99969059  =   0.99969542
 KU2825
 KU2825|---------------------------------------------------------------------|
 KU2825| PID    Reference Object                     Distance      Geod. Az  |
 KU2825|                                                           dddmmss.s |
 KU2825| KU0823 WOODS                               241.010 METERS 18813     |
 KU2825| KU0820 KINGMILL                            453.892 METERS 3144529.3 |
 KU2825|---------------------------------------------------------------------|
 KU2825
 KU2825                          SUPERSEDED SURVEY CONTROL
 KU2825
 KU2825  NAD 83(1996)-  40 26 58.68197(N)    073 59 17.88866(W) AD(       ) 2
 KU2825  NAD 83(1986)-  40 26 58.68085(N)    073 59 17.88825(W) AD(       ) 2
 KU2825  NAD 27      -  40 26 58.29200(N)    073 59 19.39300(W) AD(       ) 2
 KU2825
 KU2825.Superseded values are not recommended for survey control.
 KU2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2825.See file dsdata.txt to determine how the superseded data were derived.
 KU2825
 KU2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8579078156(NAD 83)
 KU2825_MARKER: DD = SURVEY DISK
 KU2825_SETTING: 0 = UNSPECIFIED SETTING
 KU2825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU2825+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2003
 KU2825
 KU2825  HISTORY     - Date     Condition        Report By
 KU2825  HISTORY     - 1940     MONUMENTED       LOCENG
 KU2825  HISTORY     - 1962     GOOD             CGS
 KU2825  HISTORY     - 20030314 GOOD             NJGS
 KU2825
 KU2825                          STATION DESCRIPTION
 KU2825
 KU2825'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (CIA)
 KU2825'THE STATION IS MARKED WITH A U.S.C.A. DISK, SET IN THE TOP OF A
 KU2825'CONCRETE BOMBPROOF WHICH IS ABOUT 8- BY 10-FT. AND 10 FT. HIGH.
 KU2825'
 KU2825'THE STATION IS LOCATED ABOUT MIDWAY BETWEEN THE HIGH-WATER-LINE
 KU2825'AND A DIRT ROAD ALONG THE E SIDE OF FORT HANCOCK MILITARY
 KU2825'RESERVATION.
 KU2825'
 KU2825'THERE ARE NO REFERENCE MARKS AT THIS STATION.
 KU2825
 KU2825                          STATION RECOVERY (1962)
 KU2825
 KU2825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2825'RECOVERED IN GOOD CONDITION.  THE BUILDING OR
 KU2825'BOMBPROOF CANNOT BE SEEN FROM A DISTANCE, IT IS IN HEAVY BRUSH AND
 KU2825'ENTIRELY COVERED WITH POISON IVY.
 KU2825
 KU2825                          STATION RECOVERY (2003)
 KU2825
 KU2825'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (ECB)
 KU2825'THE STATION IS ABOUT 100 METERS EAST FROM ATLANTIC DRIVE AND IS NOT
 KU2825'VISIBLE UNTIL YOU ARE WITHIN LESS THAN 20 METERS OF ITS LOCATION.THE
 KU2825'STATION IS A NON-STANDARD U S COAST AND GEODETIC SURVEY DISK STAMPED
 KU2825'BOMBPROOF 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2719 ***********************************************************************
 JU2719  DESIGNATION -  BONDS
 JU2719  PID         -  JU2719
 JU2719  STATE/COUNTY-  NJ/OCEAN
 JU2719  USGS QUAD   -  TUCKERTON (1995)
 JU2719
 JU2719                         *CURRENT SURVEY CONTROL
 JU2719  ___________________________________________________________________
 JU2719* NAD 83(1996)-  39 31 55.00662(N)    074 15 54.26633(W)     ADJUSTED  
 JU2719* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 JU2719  ___________________________________________________________________
 JU2719  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 JU2719  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JU2719
 JU2719  HORZ ORDER  -  SECOND
 JU2719
 JU2719.The horizontal coordinates were established by classical geodetic methods
 JU2719.and adjusted by the National Geodetic Survey in September 1999..
 JU2719
 JU2719.The orthometric height was scaled from a topographic map.
 JU2719
 JU2719.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2719
 JU2719.The geoid height was determined by GEOID03.
 JU2719
 JU2719;                    North         East     Units Scale Factor Converg.
 JU2719;SPC NJ       -    77,577.889   170,195.528   MT  0.99990502   +0 08 58.3
 JU2719;SPC NJ       -   254,520.12    558,383.16   sFT  0.99990502   +0 08 58.3
 JU2719;UTM  18      - 4,376,067.775   563,159.610   MT  0.99964911   +0 28 04.1
 JU2719
 JU2719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2719!SPC NJ       -   1.00000490  x   0.99990502  =   0.99990992
 JU2719!UTM  18      -   1.00000490  x   0.99964911  =   0.99965401
 JU2719
 JU2719|---------------------------------------------------------------------|
 JU2719| PID    Reference Object                     Distance      Geod. Az  |
 JU2719|                                                           dddmmss.s |
 JU2719| CB1282 BONDS RM 1                                         02517     |
 JU2719| JU0210 ST JAMES                            APPROX. 1.9 KM 0295446.8 |
 JU2719| CB1283 BONDS RM 2                           39.792 METERS 08812     |
 JU2719| CB1284 BONDS RM 3                           16.938 METERS 21940     |
 JU2719| JU2714 STORY ISLAND STACK                  APPROX. 3.5 KM 2915318.0 |
 JU2719|---------------------------------------------------------------------|
 JU2719
 JU2719                          SUPERSEDED SURVEY CONTROL
 JU2719
 JU2719  NAD 83(1986)-  39 31 54.99959(N)    074 15 54.25808(W) AD(       ) 2
 JU2719  NAD 27      -  39 31 54.57700(N)    074 15 55.74800(W) AD(       ) 2
 JU2719
 JU2719.Superseded values are not recommended for survey control.
 JU2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2719.See file dsdata.txt to determine how the superseded data were derived.
 JU2719
 JU2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6316076068(NAD 83)
 JU2719_MARKER: DS = TRIANGULATION STATION DISK
 JU2719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2719
 JU2719  HISTORY     - Date     Condition        Report By
 JU2719  HISTORY     - 1932     MONUMENTED       CGS
 JU2719  HISTORY     - 1947     GOOD             CGS
 JU2719  HISTORY     - 1950     GOOD             CGS
 JU2719  HISTORY     - 1962     SEE DESCRIPTION  CGS
 JU2719  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JU2719
 JU2719                          STATION DESCRIPTION
 JU2719
 JU2719'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2719'GO S ON BAY AVENUE 2.35 MILES FROM THE WATER TANK IN BEACH HAVEN
 JU2719'TO STREET TURNING W JUST BEFORE REACHING END OF BAY AVENUE.  GO
 JU2719'TO END OF THIS STREET AND TURN S GO TO THE END OF THE
 JU2719'ROAD.  STATION IS ON TOP OF SAND DUNE JUST E OF THE END OF THE
 JU2719'ROAD.  THE COAST GUARD FLAGPOLE AT THE COAST GUARD STATION BONDS
 JU2719'APPEARS ALMOST OVER THE CENTER OF A SMALL COTTAGE FACING THE
 JU2719'STATION.
 JU2719'
 JU2719'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2719'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2719'
 JU2719'REFERENCE MARK NO.1 IS UNDER THE CENTER OF THE COAST GUARD
 JU2719'FLAGPOLE STRUCTURE AT COAST GUARD STATION BONDS.  REFERENCE MARK
 JU2719'NO.2 IS ON THE E SIDE OF THE END OF THE ROAD AND IS 130.55 FEET
 JU2719'E OF THE STATION, SLOPE DISTANCE.  REFERENCE MARK NO.3 IS 55.57
 JU2719'FEET SW OF THE STATION IN THE GRASS ON THE SIDE OF THE DUNE,
 JU2719'SLOPE DISTANCE.
 JU2719'
 JU2719'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 JU2719
 JU2719                          STATION RECOVERY (1947)
 JU2719
 JU2719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DLS)
 JU2719'STATION AND REFERENCE MARK 3 WERE RECOVERED IN GOOD
 JU2719'CONDITION.  REFERENCE MARK 1 COULD NOT BE REACHED BY AN 18
 JU2719'INCH PROBING ROD.  IT MAY BE DESTROYED BY HURRICANE OR IT MAY
 JU2719'BE COVERED BY FILL MADE RECENTLY.  THE FLAGPOLE IS NOW IN A
 JU2719'DIFFERENT LOCATION.  REFERENCE MARK 2 WAS NOT FOUND.  IT IS,
 JU2719'POSSIBLY, UNDER SAND OR A HOUSE.  STATION IS NOW IN FRONT OF
 JU2719'ENTRANCE DOOR TO A HOUSE AND IS EXPOSED ABOUT 1 FOOT.
 JU2719
 JU2719                          STATION RECOVERY (1950)
 JU2719
 JU2719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2719'STATION MONUMENT AND R.M. 3 RECOVERED IN GOOD CONDITION.  R.M. 1
 JU2719'AND R.M. 2 WERE NOT RECOVERED.  R.M. 1 IS BELIEVED TO HAVE BEEN
 JU2719'DESTROYED AND R.M. 2 IS EITHER DESTROYED OR COVERED BY FILL.  THE
 JU2719'ORIGINAL DESCRIPTION IS INADEQUATE.
 JU2719'
 JU2719'STATION LOCATED APPROXIMATELY 2.35 MILES S ALONG BAY
 JU2719'AVENUE FROM BEACH HAVEN WATER TANK.  FROM THIS POINT, WHICH IS
 JU2719'NEAR THE S END OF BAY AVENUE, TURN W TO END OF STREET AND TURN
 JU2719'S ALONG WEST AVENUE TO ITS END.  AT THE S END OF WEST AVENUE
 JU2719'THERE IS A 1-1/2-STORY SHINGLE HOUSE APPROXIMATELY 40 YARDS SW
 JU2719'OF END OF AVENUE.  THE STATION IS AT THE FRONT ENTRANCE TO THIS
 JU2719'HOUSE.  R.M. 3 IS NEAR THE REAR OF THE HOUSE.
 JU2719
 JU2719                          STATION RECOVERY (1962)
 JU2719
 JU2719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2719'STATION MARK IS DESTROYED, DUG OUT FOR INSTALLATION OF A FUEL
 JU2719'TANK.  RMS 1 AND 2 COULD NOT BE FOUND.  PERMISSION WAS NOT
 JU2719'GRANTED BY THE OWNER OF THE PROPERTY TO DIG FOR RM 3 FOR FEAR IT
 JU2719'WOULD SPEED EROSION OF THE SAND DUNE ON WHICH HIS HOUSE
 JU2719'SETS.  THE OLD STATION MARK WAS APPROXIMATELY 3.5 AND 5.5 FEET
 JU2719'FROM THE NORTHEAST AND NORTHWEST CORNERS OF THE PORTICO ON THE
 JU2719'NORTH SIDE OF THE HOUSE MENTIONED IN THE 1950 DESCRIPTION, IN
 JU2719'THE MIDDLE OF THE WALK, ACCORDING TO THE OWNER.
 JU2719
 JU2719                          STATION RECOVERY (1988)
 JU2719
 JU2719'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHF)
 JU2719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5338 ***********************************************************************
 KV5338  DESIGNATION -  BONHAMTOWN NIXON NITRATE TANK
 KV5338  PID         -  KV5338
 KV5338  STATE/COUNTY-  NJ/MIDDLESEX
 KV5338  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5338
 KV5338                         *CURRENT SURVEY CONTROL
 KV5338  ___________________________________________________________________
 KV5338* NAD 83(1996)-  40 29 44.07219(N)    074 21 46.23855(W)     ADJUSTED  
 KV5338* NAVD 88     -                                                        
 KV5338  ___________________________________________________________________
 KV5338  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 KV5338  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KV5338
 KV5338  HORZ ORDER  -  THIRD
 KV5338
 KV5338.The horizontal coordinates were established by classical geodetic methods
 KV5338.and adjusted by the National Geodetic Survey in September 1999..
 KV5338
 KV5338
 KV5338.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5338
 KV5338.The geoid height was determined by GEOID03.
 KV5338
 KV5338;                    North         East     Units Scale Factor Converg.
 KV5338;SPC NJ       -   184,546.360   161,626.007   MT  0.99990166   +0 05 20.6
 KV5338;SPC NJ       -   605,465.85    530,267.99   sFT  0.99990166   +0 05 20.6
 KV5338;SPC NY L     -    36,587.437   269,240.161   MT  1.00001393   -0 14 14.4
 KV5338;SPC NY L     -   120,037.28    883,332.09   sFT  1.00001393   -0 14 14.4
 KV5338;UTM  18      - 4,482,958.583   553,992.405   MT  0.99963588   +0 24 49.6
 KV5338
 KV5338                          SUPERSEDED SURVEY CONTROL
 KV5338
 KV5338  NAD 83(1996)-  40 29 44.07190(N)    074 21 46.23938(W) AD(       ) 4
 KV5338  NAD 83(1986)-  40 29 44.07398(N)    074 21 46.23878(W) AD(       ) 4
 KV5338  NAD 27      -  40 29 43.69400(N)    074 21 47.70200(W) AD(       ) 3
 KV5338
 KV5338.Superseded values are not recommended for survey control.
 KV5338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5338.See file dsdata.txt to determine how the superseded data were derived.
 KV5338
 KV5338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5399282959(NAD 83)
 KV5338_MARKER: 53 = ELEVATED TANK
 KV5338
 KV5338  HISTORY     - Date     Condition        Report By
 KV5338  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5338
 KV5338                          STATION DESCRIPTION
 KV5338
 KV5338'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5338'STATION IS THE BASE OF THE WEATHERVANE ATOP THE LOW TANK,
 KV5338'APPROXIMATELY 70 FEET ABOVE GROUND, LOCATED N OF THE RARITAN
 KV5338'RIVER, IN A SECTION KNOWN AS BONHAMTOWN, E OF MILL ROAD, IN THE
 KV5338'PLANT OF THE NIXON NITRATE COMPANY, LOCATED JUST W OF A LONE
 KV5338'STACK.  IT IS A CONICAL-TOP, BLACK, WOODEN TANK (26.5 METERS
 KV5338'CIRCUMFERENCE) SURMOUNTING A SKELETON STEEL SUPPORTING
 KV5338'STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5339 ***********************************************************************
 KV5339  DESIGNATION -  BONHAMTOWN NIXON NITRATE STACK
 KV5339  PID         -  KV5339
 KV5339  STATE/COUNTY-  NJ/MIDDLESEX
 KV5339  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5339
 KV5339                         *CURRENT SURVEY CONTROL
 KV5339  ___________________________________________________________________
 KV5339* NAD 83(1996)-  40 29 42.45485(N)    074 21 41.32635(W)     ADJUSTED  
 KV5339* NAVD 88     -                                                        
 KV5339  ___________________________________________________________________
 KV5339  LAPLACE CORR-           5.06  (seconds)                    DEFLEC99
 KV5339  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KV5339
 KV5339  HORZ ORDER  -  THIRD
 KV5339
 KV5339.The horizontal coordinates were established by classical geodetic methods
 KV5339.and adjusted by the National Geodetic Survey in September 1999..
 KV5339
 KV5339
 KV5339.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5339
 KV5339.The geoid height was determined by GEOID03.
 KV5339
 KV5339;                    North         East     Units Scale Factor Converg.
 KV5339;SPC NJ       -   184,496.657   161,741.747   MT  0.99990170   +0 05 23.8
 KV5339;SPC NJ       -   605,302.78    530,647.71   sFT  0.99990170   +0 05 23.8
 KV5339;SPC NY L     -    36,537.071   269,355.629   MT  1.00001398   -0 14 11.2
 KV5339;SPC NY L     -   119,872.04    883,710.93   sFT  1.00001398   -0 14 11.2
 KV5339;UTM  18      - 4,482,909.551   554,108.394   MT  0.99963604   +0 24 52.8
 KV5339
 KV5339                          SUPERSEDED SURVEY CONTROL
 KV5339
 KV5339  NAD 83(1996)-  40 29 42.45456(N)    074 21 41.32717(W) AD(       ) 4
 KV5339  NAD 83(1986)-  40 29 42.45748(N)    074 21 41.31882(W) AD(       ) 4
 KV5339  NAD 27      -  40 29 42.07700(N)    074 21 42.78100(W) AD(       ) 3
 KV5339
 KV5339.Superseded values are not recommended for survey control.
 KV5339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5339.See file dsdata.txt to determine how the superseded data were derived.
 KV5339
 KV5339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5410882910(NAD 83)
 KV5339_MARKER: 63 = STACK
 KV5339
 KV5339  HISTORY     - Date     Condition        Report By
 KV5339  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5339
 KV5339                          STATION DESCRIPTION
 KV5339
 KV5339'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5339'STATION IS N OF THE RARITAN RIVER, IN A SECTION KNOWN AS
 KV5339'BONHAMTOWN, E OF MILL ROAD, IN THE PLANT OF THE NIXON NITRATE
 KV5339'COMPANY, RISING NEAR THE NE CORNER OF THE POWERHOUSE.  IT IS AN
 KV5339'ORDINARY TYPE, ROUND, BLACK, STEEL STACK (7.8 METERS
 KV5339'CIRCUMFERENCE).
 KV5339'
 KV5339'A LONE TANK IS LOCATED JUST WESTWARD IN THE SAME PLANT.
 KV5339'
 KV5339'THE STATION IS THE STACK-TOP APPROXIMATELY 80 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2675 ***********************************************************************
 JU2675  DESIGNATION -  BONNET
 JU2675  PID         -  JU2675
 JU2675  STATE/COUNTY-  NJ/OCEAN
 JU2675  USGS QUAD   -  SHIP BOTTOM (1972)
 JU2675
 JU2675                         *CURRENT SURVEY CONTROL
 JU2675  ___________________________________________________________________
 JU2675* NAD 83(1996)-  39 39 29.90696(N)    074 11 40.36819(W)     ADJUSTED  
 JU2675* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2675  ___________________________________________________________________
 JU2675  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 JU2675  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JU2675
 JU2675  HORZ ORDER  -  THIRD
 JU2675
 JU2675.The horizontal coordinates were established by classical geodetic methods
 JU2675.and adjusted by the National Geodetic Survey in September 1999..
 JU2675
 JU2675.The orthometric height was scaled from a topographic map.
 JU2675
 JU2675.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2675
 JU2675.The geoid height was determined by GEOID03.
 JU2675
 JU2675;                    North         East     Units Scale Factor Converg.
 JU2675;SPC NJ       -    91,624.210   176,210.781   MT  0.99990846   +0 11 41.8
 JU2675;SPC NJ       -   300,603.76    578,118.20   sFT  0.99990846   +0 11 41.8
 JU2675;UTM  18      - 4,390,143.778   569,095.140   MT  0.99965878   +0 30 50.6
 JU2675
 JU2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2675!SPC NJ       -   1.00000516  x   0.99990846  =   0.99991362
 JU2675!UTM  18      -   1.00000516  x   0.99965878  =   0.99966394
 JU2675
 JU2675|---------------------------------------------------------------------|
 JU2675| PID    Reference Object                     Distance      Geod. Az  |
 JU2675|                                                           dddmmss.s |
 JU2675| CB1285 BONNET RM 1                           7.990 METERS 02537     |
 JU2675| CB1286 BONNET RM 2                          19.842 METERS 28902     |
 JU2675| JU2696 CLAM                                APPROX. 3.4 KM 2913905.1 |
 JU2675|---------------------------------------------------------------------|
 JU2675
 JU2675                          SUPERSEDED SURVEY CONTROL
 JU2675
 JU2675  NAD 83(1986)-  39 39 29.89888(N)    074 11 40.36298(W) AD(       ) 3
 JU2675  NAD 27      -  39 39 29.46900(N)    074 11 41.86600(W) AD(       ) 3
 JU2675
 JU2675.Superseded values are not recommended for survey control.
 JU2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2675.See file dsdata.txt to determine how the superseded data were derived.
 JU2675
 JU2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6909590144(NAD 83)
 JU2675_MARKER: DS = TRIANGULATION STATION DISK
 JU2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2675
 JU2675  HISTORY     - Date     Condition        Report By
 JU2675  HISTORY     - 1935     MONUMENTED       CGS
 JU2675  HISTORY     - 1950     GOOD             CGS
 JU2675  HISTORY     - 1962     MARK NOT FOUND   CGS
 JU2675  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JU2675  HISTORY     - 19950130 MARK NOT FOUND   NJGS
 JU2675
 JU2675                          STATION DESCRIPTION
 JU2675
 JU2675'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2675'BEGINNING AT THE JUNCTION OF U.S. ROUTE 9 (NEW JERSEY 4) AND
 JU2675'NEW JERSEY S40 IN MANAHAWKIN, GO 4.70 MILES TOWARD BEACH
 JU2675'ARLINGTON.  THE STATION IS 9 METERS RIGHT (SW) OF THE GUARDRAIL
 JU2675'FENCE.  THE STATION IS 0.25 METER SE OF A BRIDGE OVER A SMALL
 JU2675'CREEK AND IS 198 PACES NW OF ANOTHER BRIDGE OVER A SMALL CREEK.
 JU2675'
 JU2675'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2675'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 JU2675'
 JU2675'REFERENCE MARK NO.1 IS 1.5 METERS SW OF THE GUARDRAIL FENCE.
 JU2675'
 JU2675'STANDARD DISKS WERE SET IN CONCRETE MONUMENTS EXTENDING 8 INCHES
 JU2675'ABOVE THE GROUND AND WERE STAMPED, BONNETT, 1935 AND REFERENCE
 JU2675'MARKS STAMPED, 1 AND 2 RESPECTIVELY.
 JU2675'
 JU2675'HEIGHT OF BANNER ABOVE STATION MARK - 4 METERS.
 JU2675
 JU2675                          STATION RECOVERY (1950)
 JU2675
 JU2675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2675'STATION MARK WAS RECOVERED IN GOOD CONDITION AS
 JU2675'DESCRIBED.  REFERENCE MARK 2 WAS RECOVERED IN FAIR CONDITION
 JU2675'WITH PART OF THE MONUMENT CHIPPED AWAY.  REFERENCE MARK 1 WAS NOT
 JU2675'RECOVERED AND IS BELIEVED TO HAVE BEEN COVERED BY ADDITIONAL
 JU2675'FILL ALONG THE ROADWAY.  THE DISTANCE TO REFERENCE MARK 2 WAS
 JU2675'CHECKED WITH A STEEL TAPE AND FOUND TO BE CORRECT.
 JU2675
 JU2675                          STATION RECOVERY (1962)
 JU2675
 JU2675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2675'STATION IS LOST.  IT IS EITHER OUT, OR BENEATH THE FILL OF THE
 JU2675'ISLAND BEACH CAUSEWAY.
 JU2675
 JU2675                          STATION RECOVERY (1988)
 JU2675
 JU2675'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU2675'MARK NOT FOUND.
 JU2675
 JU2675                          STATION RECOVERY (1995)
 JU2675
 JU2675'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU2675'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU2675'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5524 ***********************************************************************
 KV5524  DESIGNATION -  BORDENTOWN MANUAL TRAIN HS TK
 KV5524  PID         -  KV5524
 KV5524  STATE/COUNTY-  NJ/BURLINGTON
 KV5524  USGS QUAD   -  TRENTON EAST (1981)
 KV5524
 KV5524                         *CURRENT SURVEY CONTROL
 KV5524  ___________________________________________________________________
 KV5524* NAD 83(1996)-  40 08 31.00934(N)    074 43 26.79347(W)     ADJUSTED  
 KV5524* NAVD 88     -                                                        
 KV5524  ___________________________________________________________________
 KV5524  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 KV5524  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV5524
 KV5524  HORZ ORDER  -  THIRD
 KV5524
 KV5524.The horizontal coordinates were established by classical geodetic methods
 KV5524.and adjusted by the National Geodetic Survey in September 1999..
 KV5524
 KV5524
 KV5524.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5524
 KV5524.The geoid height was determined by GEOID03.
 KV5524
 KV5524;                    North         East     Units Scale Factor Converg.
 KV5524;SPC NJ       -   145,298.140   130,904.030   MT  0.99990449   -0 08 40.1
 KV5524;SPC NJ       -   476,698.98    429,474.31   sFT  0.99990449   -0 08 40.1
 KV5524;SPC PA S     -    94,201.095   857,799.475   MT  0.99997394   +1 57 47.4
 KV5524;SPC PA S     -   309,058.09  2,814,297.11   sFT  0.99997394   +1 57 47.4
 KV5524;UTM  18      - 4,443,548.622   523,501.127   MT  0.99960680   +0 10 40.3
 KV5524
 KV5524                          SUPERSEDED SURVEY CONTROL
 KV5524
 KV5524  NAD 83(1986)-  40 08 31.00546(N)    074 43 26.79199(W) AD(       ) 4
 KV5524  NAD 27      -  40 08 30.61200(N)    074 43 28.23200(W) AD(       ) 3
 KV5524
 KV5524.Superseded values are not recommended for survey control.
 KV5524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5524.See file dsdata.txt to determine how the superseded data were derived.
 KV5524
 KV5524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2350143549(NAD 83)
 KV5524_MARKER: 51 = TANK
 KV5524
 KV5524  HISTORY     - Date     Condition        Report By
 KV5524  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5524  HISTORY     - 1976     GOOD             NGS
 KV5524  HISTORY     - 19940510 GOOD             USPSQD
 KV5524
 KV5524                          STATION DESCRIPTION
 KV5524
 KV5524'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5524'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE SQUAT
 KV5524'SILVER WATER TANK AT THE NEW JERSEY MANUAL TRAINING SCHOOL,
 KV5524'BETWEEN DELAWARE RIVER AND BURLINGTON HIGHWAY ABOUT 1 MILE SW
 KV5524'OF BORDENTOWN.  THIS TANK IS AT THE S END OF THE SCHOOL GROUNDS
 KV5524'AND IS THE ONLY SQUAT SILVER TANK IN THE VICINITY.  IT IS ABOUT
 KV5524'100 FEET HIGH.
 KV5524
 KV5524                          STATION RECOVERY (1976)
 KV5524
 KV5524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5524'THE STATION WAS RECOVERED.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 KV5524'FOR RECOVERY.  THE TANK IS PARTIALLY OBSCURED BY TREES IN SUMMER.
 KV5524
 KV5524                          STATION RECOVERY (1994)
 KV5524
 KV5524'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV5524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5517 ***********************************************************************
 KV5517  DESIGNATION -  BORDENTOWN MUNICIPAL TANK
 KV5517  PID         -  KV5517
 KV5517  STATE/COUNTY-  NJ/BURLINGTON
 KV5517  USGS QUAD   -  TRENTON EAST (1981)
 KV5517
 KV5517                         *CURRENT SURVEY CONTROL
 KV5517  ___________________________________________________________________
 KV5517* NAD 83(1996)-  40 09 18.43784(N)    074 42 16.02949(W)     ADJUSTED  
 KV5517* NAVD 88     -                                                        
 KV5517  ___________________________________________________________________
 KV5517  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 KV5517  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV5517
 KV5517  HORZ ORDER  -  THIRD
 KV5517
 KV5517.The horizontal coordinates were established by classical geodetic methods
 KV5517.and adjusted by the National Geodetic Survey in September 1999..
 KV5517
 KV5517
 KV5517.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5517
 KV5517.The geoid height was determined by GEOID03.
 KV5517
 KV5517;                    North         East     Units Scale Factor Converg.
 KV5517;SPC NJ       -   146,756.829   132,582.307   MT  0.99990373   -0 07 54.6
 KV5517;SPC NJ       -   481,484.70    434,980.45   sFT  0.99990373   -0 07 54.6
 KV5517;SPC PA S     -    95,720.627   859,423.081   MT  0.99997273   +1 58 33.3
 KV5517;SPC PA S     -   314,043.42  2,819,623.89   sFT  0.99997273   +1 58 33.3
 KV5517;UTM  18      - 4,445,016.296   525,170.674   MT  0.99960780   +0 11 26.1
 KV5517
 KV5517                          SUPERSEDED SURVEY CONTROL
 KV5517
 KV5517  NAD 83(1986)-  40 09 18.43502(N)    074 42 16.03161(W) AD(       ) 4
 KV5517  NAD 27      -  40 09 18.03300(N)    074 42 17.44600(W) AD(       ) 3
 KV5517
 KV5517.Superseded values are not recommended for survey control.
 KV5517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5517.See file dsdata.txt to determine how the superseded data were derived.
 KV5517
 KV5517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2517145016(NAD 83)
 KV5517_MARKER: 53 = ELEVATED TANK
 KV5517
 KV5517  HISTORY     - Date     Condition        Report By
 KV5517  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5517  HISTORY     - 1947     GOOD             CGS
 KV5517  HISTORY     - 1976     GOOD             NGS
 KV5517  HISTORY     - 19940510 MARK NOT FOUND   USPSQD
 KV5517
 KV5517                          STATION DESCRIPTION
 KV5517
 KV5517'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5517'THIS STATION IS THE CENTER OF THE CYLINDRICAL FLAT TOP WATER
 KV5517'TANK ABOUT 25 FEET HIGH MOUNTED ON TOP OF A CONCRETE BASE
 KV5517'WHICH CONSISTS OF EIGHT REINFORCED CONCRETE LEGS WITH CONCRETE
 KV5517'TIES AT ABOUT 25, 50, AND 75 FEET ABOVE THE GROUND.  THE
 KV5517'TANK IS PAINTED BLACK AND IS LETTERED CITY OF BORDENTOWN IN
 KV5517'WHITE LETTERS.  THE TANK IS AT THE JERSEY MAID DAIRY ABOUT 1
 KV5517'MILE NE OF BORDENTOWN ALONG THE TRENTON HIGHWAY.
 KV5517
 KV5517                          STATION RECOVERY (1947)
 KV5517
 KV5517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5517'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5517'ADEQUATE WITH THE FOLLOWING CHANGES--
 KV5517'
 KV5517'CHANGE PAINTED BLACK TO PAINTED WHITE.
 KV5517'
 KV5517'CHANGE IN WHITE LETTERS TO IN BLACK LETTERS.
 KV5517
 KV5517                          STATION RECOVERY (1976)
 KV5517
 KV5517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5517'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  THE
 KV5517'CONSTRUCTION OF THIS TANK IS UNIQUE.  FROM A DISTANCE, IT COULD
 KV5517'BE MISTAKEN FOR A STANDPIPE.
 KV5517
 KV5517                          STATION RECOVERY (1994)
 KV5517
 KV5517'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV5517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3303 ***********************************************************************
 JU3303  DESIGNATION -  BORELLI
 JU3303  PID         -  JU3303
 JU3303  STATE/COUNTY-  NJ/GLOUCESTER
 JU3303  USGS QUAD   -  MARCUS HOOK (1993)
 JU3303
 JU3303                         *CURRENT SURVEY CONTROL
 JU3303  ___________________________________________________________________
 JU3303* NAD 83(1996)-  39 47 35.74367(N)    075 24 00.91697(W)     ADJUSTED  
 JU3303* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3303  ___________________________________________________________________
 JU3303  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 JU3303  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JU3303
 JU3303  HORZ ORDER  -  SECOND
 JU3303
 JU3303.The horizontal coordinates were established by classical geodetic methods
 JU3303.and adjusted by the National Geodetic Survey in September 1999..
 JU3303
 JU3303.The orthometric height was scaled from a topographic map.
 JU3303
 JU3303.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3303
 JU3303.The geoid height was determined by GEOID03.
 JU3303
 JU3303;                    North         East     Units Scale Factor Converg.
 JU3303;SPC NJ       -   106,949.739    72,899.571   MT  0.99997316   -0 34 34.4
 JU3303;SPC NJ       -   350,884.27    239,171.34   sFT  0.99997316   -0 34 34.4
 JU3303;SPC PA S     -    53,745.704   801,238.879   MT  1.00002486   +1 31 28.2
 JU3303;SPC PA S     -   176,330.70  2,628,731.22   sFT  1.00002486   +1 31 28.2
 JU3303;UTM  18      - 4,404,888.356   465,731.515   MT  0.99961446   -0 15 22.2
 JU3303
 JU3303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3303!SPC NJ       -   1.00000491  x   0.99997316  =   0.99997807
 JU3303!SPC PA S     -   1.00000491  x   1.00002486  =   1.00002977
 JU3303!UTM  18      -   1.00000491  x   0.99961446  =   0.99961937
 JU3303
 JU3303|---------------------------------------------------------------------|
 JU3303| PID    Reference Object                     Distance      Geod. Az  |
 JU3303|                                                           dddmmss.s |
 JU3303| CB1288 BORELLI RM 1                         27.837 METERS 04611     |
 JU3303| JU3294 SPRINGER                            APPROX. 4.7 KM 1195237.2 |
 JU3303| CB1289 BORELLI RM 2                         23.720 METERS 15413     |
 JU3303| JU3320 DELAWARE ORD DEPOT LOT              APPROX. 4.6 KM 2262747.6 |
 JU3303| CB1287 BORELLI AZ MK                                      3265548.2 |
 JU3303|---------------------------------------------------------------------|
 JU3303
 JU3303                          SUPERSEDED SURVEY CONTROL
 JU3303
 JU3303  NAD 83(1991)-  39 47 35.74354(N)    075 24 00.91667(W) AD(       ) 2
 JU3303  NAD 83(1986)-  39 47 35.73946(N)    075 24 00.91961(W) AD(       ) 2
 JU3303  NAD 27      -  39 47 35.33400(N)    075 24 02.23000(W) AD(       ) 2
 JU3303
 JU3303.Superseded values are not recommended for survey control.
 JU3303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3303.See file dsdata.txt to determine how the superseded data were derived.
 JU3303
 JU3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6573204888(NAD 83)
 JU3303_MARKER: DS = TRIANGULATION STATION DISK
 JU3303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3303_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3303
 JU3303  HISTORY     - Date     Condition        Report By
 JU3303  HISTORY     - 1933     MONUMENTED       CGS
 JU3303  HISTORY     - 1934     GOOD             CGS
 JU3303  HISTORY     - 1936     GOOD             NJGS
 JU3303  HISTORY     - 1958     GOOD             CGS
 JU3303
 JU3303                          STATION DESCRIPTION
 JU3303
 JU3303'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3303'THIS STATION IS ON PROPERTY OWNED BY MIKE BORELLI AND FORMERLY
 JU3303'KNOWN AS COOKS FARM.
 JU3303'
 JU3303'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JU3303'DISKS SET IN CONCRETE.
 JU3303'
 JU3303'REFERENCE MARK NO.1 IS 2 FEET N OF THE NW CORNER OF A GARAGE
 JU3303'AND 60 FEET SW OF THE SW CORNER OF THE BORELLI DWELLING
 JU3303'HOUSE.  IT PROJECTS 3 INCHES ABOVE THE EARTHS SURFACE.
 JU3303'
 JU3303'REFERENCE MARK NO.2 IS N OF THE STATION.  IT IS 5 FEET E OF THE
 JU3303'CENTER LINE OF A N AND S FARM ROAD, 4 FEET W OF EDGE OF A PLOUGHED
 JU3303'FIELD, AND 3 FEET S OF A SMALL CHERRY TREE AND SHRUBBERY.  IT
 JU3303'PROJECTS 6 INCHES ABOVE THE EARTHS SURFACE.
 JU3303'
 JU3303'AZIMUTH MARK IS 5 FEET E OF THE EDGE OF A LEVEE PARALLELING THE
 JU3303'RIVER AND 12 FEET INSHORE FROM THE RIVERS EDGE.  IT IS JUST N OF
 JU3303'THE INTERSECTION OF A N-S LEVEE WITH AN E-W LEVEE.  IT IS A SQUARE
 JU3303'5-INCH CONCRETE MONUMENT CONTAINING STANDARD DISK STAMPED BORELLI
 JU3303'AZIMUTH MARK AND IS FLUSH WITH THE GROUND.
 JU3303'
 JU3303'TO REACH STATION FROM PENNS GROVE--BEGIN AT THE INTERSECTION OF
 JU3303'ROUTE 44 AND 48 WHICH IS THE MAIN STREET INTERSECTION AND GO N ON
 JU3303'ROUTE 44 FOR 2.2 MILES.  AT THIS POINT THE ROAD MAKES A
 JU3303'Y-FORK.  TAKE LEFT HAND FORK OR ROUTE 44 AND CONTINUE FOR 2.75
 JU3303'MILES.  HERE CROSS BRIDGE OVER OLDMANS CREEK AND CONTINUE FOR
 JU3303'0.6 MILE.  TURN LEFT ON DIRT FARM ROAD AND GO 0.35 MILE.  TURN
 JU3303'LEFT INTO FARMYARD AND CONTINUE THROUGH FARMYARD BETWEEN
 JU3303'FARMHOUSE AND BARNS.  STATION WILL BE FOUND 0.1 MILE FROM LAST
 JU3303'LEFT TURN.  STATION IS 122 FEET W OF SW CORNER OF
 JU3303'FARMHOUSE, ABOUT 30 FEET N OF A DIKE LYING IN AN E AND W
 JU3303'DIRECTION, AND ABOUT 20 FEET E OF A N AND S FARM ROAD.  IT
 JU3303'EXTENDS 3 INCHES ABOVE THE EARTHS SURFACE.
 JU3303
 JU3303                          STATION RECOVERY (1934)
 JU3303
 JU3303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JHB)
 JU3303'RECOVERED AS DESCRIBED EXCEPT THAT THE DISTANCE GIVEN IN THE
 JU3303'ORIGINAL DESCRIPTION AS 0.75 MILE FROM THE Y-FORK IN ROUTE 44 TO
 JU3303'OLDMANS CREEK BRIDGE IS 2.75 MILES.
 JU3303
 JU3303                          STATION RECOVERY (1936)
 JU3303
 JU3303'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 JU3303'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 JU3303'CONDITION.  THE AZIMUTH MARK IS COVERED BY 5 FEET OR MORE OF
 JU3303'FILL AND COULD NOT BE FOUND.
 JU3303
 JU3303                          STATION RECOVERY (1958)
 JU3303
 JU3303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 JU3303'THE STATION MARK AND REFERENCE MARK NUMBER 2 WERE RECOVERED AS
 JU3303'DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NUMBER 1
 JU3303'WAS FOUND LYING IN A DITCH ABOUT 100 FEET NORTH OF THE
 JU3303'STATION.  THE MARK WAS DESTROYED.  THE AZIMUTH MARK WAS SEARCHED
 JU3303'FOR BUT NOT RECOVERED.  IT IS BELIEVED TO HAVE BEEN DESTROYED.
 JU3303'
 JU3303'THE STATION BEING SO LOCATED IS NO MORE USEABLE.  IT WAS
 JU3303'DESTROYED AND A NEW STATION BORELLI 2 WAS ESTABLISHED AT THIS
 JU3303'DATE.  A TRAVERSE WAS MADE FROM BORELLI TO BORELLI 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3302 ***********************************************************************
 JU3302  DESIGNATION -  BORELLI 2
 JU3302  PID         -  JU3302
 JU3302  STATE/COUNTY-  NJ/GLOUCESTER
 JU3302  USGS QUAD   -  MARCUS HOOK (1993)
 JU3302
 JU3302                         *CURRENT SURVEY CONTROL
 JU3302  ___________________________________________________________________
 JU3302* NAD 83(1996)-  39 47 36.38460(N)    075 24 01.06097(W)     ADJUSTED  
 JU3302* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3302  ___________________________________________________________________
 JU3302  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 JU3302  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JU3302
 JU3302  HORZ ORDER  -  THIRD
 JU3302
 JU3302.The horizontal coordinates were established by classical geodetic methods
 JU3302.and adjusted by the National Geodetic Survey in September 1999..
 JU3302
 JU3302.The orthometric height was scaled from a topographic map.
 JU3302
 JU3302.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3302
 JU3302.The geoid height was determined by GEOID03.
 JU3302
 JU3302;                    North         East     Units Scale Factor Converg.
 JU3302;SPC NJ       -   106,969.539    72,896.344   MT  0.99997317   -0 34 34.5
 JU3302;SPC NJ       -   350,949.23    239,160.76   sFT  0.99997317   -0 34 34.5
 JU3302;SPC DE       -   199,095.259   201,402.261   MT  0.99999502   +0 00 37.7
 JU3302;SPC DE       -   653,198.36    660,767.25   sFT  0.99999502   +0 00 37.7
 JU3302;SPC PA S     -    53,765.373   801,234.928   MT  1.00002482   +1 31 28.1
 JU3302;SPC PA S     -   176,395.23  2,628,718.26   sFT  1.00002482   +1 31 28.1
 JU3302;UTM  18      - 4,404,908.131   465,728.179   MT  0.99961446   -0 15 22.3
 JU3302
 JU3302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3302!SPC NJ       -   1.00000491  x   0.99997317  =   0.99997808
 JU3302!SPC DE       -   1.00000491  x   0.99999502  =   0.99999993
 JU3302!SPC PA S     -   1.00000491  x   1.00002482  =   1.00002973
 JU3302!UTM  18      -   1.00000491  x   0.99961446  =   0.99961937
 JU3302
 JU3302|---------------------------------------------------------------------|
 JU3302| PID    Reference Object                     Distance      Geod. Az  |
 JU3302|                                                           dddmmss.s |
 JU3302| CB1292 BORELLI 2 RM 3                       27.176 METERS 03745     |
 JU3302| CB1291 BORELLI 2 RM 2                       43.361 METERS 16136     |
 JU3302| JU3303 BORELLI                              20.062 METERS 17010     |
 JU3302| CB1293 BORELLI 2 RM 4                       28.347 METERS 31019     |
 JU3302| CB1290 BORELLI 2 AZ MK                                    3233909.9 |
 JU3302|---------------------------------------------------------------------|
 JU3302
 JU3302                          SUPERSEDED SURVEY CONTROL
 JU3302
 JU3302  NAD 83(1991)-  39 47 36.38446(N)    075 24 01.06067(W) AD(       ) 3
 JU3302  NAD 83(1986)-  39 47 36.38040(N)    075 24 01.06361(W) AD(       ) 3
 JU3302  NAD 27      -  39 47 35.97440(N)    075 24 02.37400(W) AD(       ) 3
 JU3302
 JU3302.Superseded values are not recommended for survey control.
 JU3302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3302.See file dsdata.txt to determine how the superseded data were derived.
 JU3302
 JU3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6572804908(NAD 83)
 JU3302_MARKER: DS = TRIANGULATION STATION DISK
 JU3302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3302
 JU3302  HISTORY     - Date     Condition        Report By
 JU3302  HISTORY     - 1958     MONUMENTED       CGS
 JU3302
 JU3302                          STATION DESCRIPTION
 JU3302
 JU3302'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 JU3302'THE STATION IS LOCATED ABOUT 5.5 MILES NORTHEAST OF PENN GROVE,
 JU3302'ABOUT 0.5 MILE NORTH OF OLDMAN CREEK, 0.5 MILE EAST OF THE
 JU3302'DELAWARE RIVER AND ABOUT 0.4 MILE NORTH OF U.S. HIGHWAY NUMBER
 JU3302'130.  IT IS ON PROPERTY OWNED BY THE AMERICAN DREDGING
 JU3302'COMPANY.  MR. WILLARD B. KILLE, OVERSEER FOR THE COMPANY
 JU3302'PROPERTY, LIVES IN THE TWO-STORY WHITE HOUSE ABOUT 0.3 MILE
 JU3302'NORTHEAST OF THE STATION.  THE STATION IS 143 FEET
 JU3302'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A BARN 150 FEET
 JU3302'NORTH OF THE NORTHWEST CORNER OF A FARMHOUSE, 66 FEET NORTHEAST
 JU3302'OF THE SOUTH END OF A CANAL, 35 FEET SOUTH OF A FARM ROAD
 JU3302'INTERSECTION AND 15 FEET NORTHWEST OF A WHITE WITNESS
 JU3302'POST.
 JU3302'
 JU3302'TO REACH THE STATION FROM THE POST OFFICE IN PENN GROVE.  GO
 JU3302'SOUTHEAST ON WEST MAIN STREET FOR 0.2 MILE TO THE INTERSECTION
 JU3302'OF NORTH BROAD STREET AND WEST MAIN STREET.  TURN LEFT ONTO
 JU3302'NORTH BROAD STREET, AND GO NORTH FOR 1.0 MILE TO THE JUNCTION OF
 JU3302'U.S. HIGHWAY NUMBER 130.  TURN LEFT, AND GO NORTHERLY ON
 JU3302'U.S. HIGHWAY NUMBER 130 FOR 4 MILES.
 JU3302'
 JU3302'HERE CROSS BRIDGE OVER OLDMANS CREEK AND CONTINUE NORTHERLY ON
 JU3302'U.S. HIGHWAY NUMBER 130 FOR 0.6 MILE.  TURN LEFT ONTO FARM ROAD,
 JU3302'AND GO NORTH, 0.4 MILE.  TURN LEFT, WEST, AND GO 0.1 MILE TO THE
 JU3302'STATION ON THE LEFT AS DESCRIBED.
 JU3302'
 JU3302'TO REACH THE AZIMUTH MARK FROM THE STATION.  GO NORTH ON FARM
 JU3302'ROAD FOR 0.35 MILE TO A FARM ROAD INTERSECTION AND THE MARK AS
 JU3302'DESCRIBED.
 JU3302'
 JU3302'THE STATION MARK IS A STANDARD DISK STAMPED, BORELLI 2 1958,
 JU3302'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 JU3302'WITH THE SURFACE OF THE GROUND
 JU3302'
 JU3302'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BORELLI 2
 JU3302'1938, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 JU3302'ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS LOCATED
 JU3302'5 FEET EAST OF THE CENTER OF A NORTH AND SOUTH FARM ROAD AND 1
 JU3302'FOOT EAST OF THE NORTHEAST CORNER OF A GARAGE.
 JU3302'
 JU3302'REFERENCE MARK NUMBER 3 IS A STANDARD DISK, STAMPED BORELLI 2
 JU3302'1958, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 JU3302'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 22 FEET
 JU3302'NORTH OF THE CENTER OF A FARM ROAD.
 JU3302'
 JU3302'REFERENCE MARK NUMBER 4 IS A STANDARD DISK, STAMPED BORELLI 2
 JU3302'1958, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 JU3302'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED ALONG THE
 JU3302'EAST BANK OF A CANAL AND 14 FEET WEST OF THE CENTER OF A FARM
 JU3302'ROAD.
 JU3302'
 JU3302'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BORELLI 2 1958,
 JU3302'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JU3302'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS LOCATED
 JU3302'NORTH-NORTHWEST OF A ROAD INTERSECTION, 64 FEET NORTH OF THE
 JU3302'CENTER OF A FARM ROAD LEADING SOUTH, 30 FEET EAST OF A NORTH AND
 JU3302'SOUTH FARM ROAD AND 1 FOOT EAST OF A POWERLINE POLE AND 2 FEET
 JU3302'SOUTH OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6376 ***********************************************************************
 KV6376  DESIGNATION -  BOULDER
 KV6376  PID         -  KV6376
 KV6376  STATE/COUNTY-  NJ/BURLINGTON
 KV6376  USGS QUAD   -  BRISTOL (1981)
 KV6376
 KV6376                         *CURRENT SURVEY CONTROL
 KV6376  ___________________________________________________________________
 KV6376* NAD 83(1996)-  40 05 46.49689(N)    074 50 40.58155(W)     ADJUSTED  
 KV6376* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6376  ___________________________________________________________________
 KV6376  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 KV6376  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV6376
 KV6376  HORZ ORDER  -  THIRD
 KV6376
 KV6376.The horizontal coordinates were established by classical geodetic methods
 KV6376.and adjusted by the National Geodetic Survey in September 1999..
 KV6376.No horizontal observational check was made to the station.
 KV6376
 KV6376.The orthometric height was scaled from a topographic map.
 KV6376
 KV6376.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6376
 KV6376.The geoid height was determined by GEOID03.
 KV6376
 KV6376;                    North         East     Units Scale Factor Converg.
 KV6376;SPC NJ       -   140,257.328   120,617.032   MT  0.99991062   -0 13 19.0
 KV6376;SPC NJ       -   460,160.92    395,724.38   sFT  0.99991062   -0 13 19.0
 KV6376;SPC PA S     -    88,785.053   847,704.097   MT  0.99997852   +1 53 06.0
 KV6376;SPC PA S     -   291,288.96  2,781,175.86   sFT  0.99997852   +1 53 06.0
 KV6376;UTM  18      - 4,438,451.589   513,245.747   MT  0.99960216   +0 06 00.3
 KV6376
 KV6376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6376!SPC NJ       -   1.00000505  x   0.99991062  =   0.99991567
 KV6376!SPC PA S     -   1.00000505  x   0.99997852  =   0.99998357
 KV6376!UTM  18      -   1.00000505  x   0.99960216  =   0.99960721
 KV6376
 KV6376                          SUPERSEDED SURVEY CONTROL
 KV6376
 KV6376  NAD 83(1986)-  40 05 46.49660(N)    074 50 40.58338(W) AD(       ) 3
 KV6376
 KV6376.Superseded values are not recommended for survey control.
 KV6376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6376.See file dsdata.txt to determine how the superseded data were derived.
 KV6376
 KV6376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1324638452(NAD 83)
 KV6376_MARKER: DD = SURVEY DISK
 KV6376_SETTING: 80 = SET IN A BOULDER
 KV6376_SP_SET: IN DRILL HOLE IN A BOULDER
 KV6376_STAMPING: BOULDER 1959
 KV6376_MARK LOGO: USE   
 KV6376_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6376+STABILITY: SURFACE MOTION
 KV6376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6376+SATELLITE: SATELLITE OBSERVATIONS - 1959
 KV6376
 KV6376  HISTORY     - Date     Condition        Report By
 KV6376  HISTORY     - 1959     MONUMENTED       USE
 KV6376
 KV6376                          STATION DESCRIPTION
 KV6376
 KV6376'DESCRIBED BY US ENGINEERS 1959
 KV6376'THE STATION IS LOCATED ALONG THE DELAWARE RIVER NEAR THE NE END OF
 KV6376'BURLINGTON ISLAND, IT IS APPROXIMATELY 2000 FT DOWNSTREAM FROM THE
 KV6376'UPPER END OF THE ISLAND.
 KV6376'TO REACH STATION PROCEED BY BOAT.
 KV6376'STATION MARK IS A STANDARD CE DISK SET IN A DRILL HOLE IN A BOULDER
 KV6376'WHICH MEASURES 3 FT BY 4 FT BY 1.5 FT HIGH ON THE BEACH BETWEEN THE
 KV6376'MHWL AND THE MLWL.  THE STATION IS DIRECTLY ACROSS THE RIVER FROM
 KV6376'JEFFERSON STREET EXTENDED.  IT IS LOCATED 22.78 M (74.7 FT) NW FROM A
 KV6376'PK NAIL IN A BLAZED TREE UPSTREAM, 26.78 M (87.9 FT) N OF BLAZED TREE
 KV6376'WITH PK NAIL 1 FT ABOVE THE GROUND, AND 23.13 M (75.9 FT) NE OF A PK
 KV6376'NAIL 2 FT ABOVE THE GROUND SET IN THE SE PILING OF A PIER TO THE W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5841 ***********************************************************************
 KV5841  DESIGNATION -  BOUND
 KV5841  PID         -  KV5841
 KV5841  STATE/COUNTY-  NJ/MIDDLESEX
 KV5841  USGS QUAD   -  PLAINFIELD (1995)
 KV5841
 KV5841                         *CURRENT SURVEY CONTROL
 KV5841  ___________________________________________________________________
 KV5841* NAD 83(1996)-  40 33 21.62184(N)    074 27 00.78459(W)     ADJUSTED  
 KV5841* NAVD 88     -        21.97   (+/-2cm)      72.1    (feet)  VERTCON   
 KV5841  ___________________________________________________________________
 KV5841  X           -   1,300,913.040 (meters)                     COMP
 KV5841  Y           -  -4,675,163.224 (meters)                     COMP
 KV5841  Z           -   4,125,079.859 (meters)                     COMP
 KV5841  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 KV5841  ELLIP HEIGHT-         -11.01  (meters)          (10/23/02) GPS OBS
 KV5841  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KV5841
 KV5841  HORZ ORDER  -  FIRST
 KV5841  VERT ORDER  -  THIRD ? (See Below)
 KV5841  ELLP ORDER  -  FOURTH    CLASS I
 KV5841
 KV5841.The horizontal coordinates were established by GPS observations
 KV5841.and adjusted by the National Geodetic Survey in May 1999..
 KV5841
 KV5841.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5841.The vertical order pertains to the NGVD 29 superseded value.
 KV5841
 KV5841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5841
 KV5841.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5841
 KV5841.The ellipsoidal height was determined by GPS observations
 KV5841.and is referenced to NAD 83.
 KV5841
 KV5841.The geoid height was determined by GEOID03.
 KV5841
 KV5841;                    North         East     Units Scale Factor Converg.
 KV5841;SPC NJ       -   191,248.328   154,215.981   MT  0.99990022   +0 01 56.5
 KV5841;SPC NJ       -   627,453.89    505,956.93   sFT  0.99990022   +0 01 56.5
 KV5841;UTM  18      - 4,489,616.628   546,546.503   MT  0.99962667   +0 21 26.9
 KV5841
 KV5841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5841!SPC NJ       -   1.00000173  x   0.99990022  =   0.99990195
 KV5841!UTM  18      -   1.00000173  x   0.99962667  =   0.99962840
 KV5841
 KV5841|---------------------------------------------------------------------|
 KV5841| PID    Reference Object                     Distance      Geod. Az  |
 KV5841|                                                           dddmmss.s |
 KV5841| KV5848 NELSON                              331.959 METERS 21053     |
 KV5841|---------------------------------------------------------------------|
 KV5841
 KV5841                          SUPERSEDED SURVEY CONTROL
 KV5841
 KV5841  ELLIP H (05/14/99)  -11.00   (m)                       GP(       ) 4 1
 KV5841  NAD 83(1996)-  40 33 21.62172(N)    074 27 00.78562(W) AD(       ) 1
 KV5841  NAD 83(1986)-  40 33 21.62228(N)    074 27 00.78307(W) AD(       ) 1
 KV5841  NGVD 29 (09/27/88)   22.26   (m)           73.0    (f) LEVELING    3  
 KV5841
 KV5841.Superseded values are not recommended for survey control.
 KV5841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5841.See file dsdata.txt to determine how the superseded data were derived.
 KV5841
 KV5841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4654789617(NAD 83)
 KV5841_MARKER: W = UNMONUMENTED
 KV5841_SETTING: 0 = UNSPECIFIED SETTING
 KV5841_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 KV5841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5841+SATELLITE: SATELLITE OBSERVATIONS - 1985
 KV5841
 KV5841  HISTORY     - Date     Condition        Report By
 KV5841  HISTORY     - 1985     MONUMENTED       PSEG
 KV5841
 KV5841                          STATION DESCRIPTION
 KV5841
 KV5841'DESCRIBED BY PUBLIC SERVICE E + G 1985 (AXH)
 KV5841'THE STATION IS LOCATED ALONG THE NORTH WESTBOUND LANE OF INTERSTATE
 KV5841'I 287/95 IN PISCATAWAY.
 KV5841'OWNERSHIP--STATE RIGHT OF WAY.
 KV5841'
 KV5841'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE I 287 AND
 KV5841'COUNTY ROUTE 665, WASHINGTON AVENUE, GO WEST ON THE INTERSTATE FOR
 KV5841'0.1 KM (0.06 MI) TO THE STATION ON THE RIGHT.
 KV5841'
 KV5841'THE STATION IS A NAIL SET IN THE PAVED SHOULDER OF THE WEST BOUND
 KV5841'LANE AND IS TO BE REPLACED BY A MONUMENT.
 KV5841'
 KV5841'DESCRIBED BY GEO/HYDRO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5811 ***********************************************************************
 KV5811  DESIGNATION -  BOUND BROOK BAKELITE CO STACK
 KV5811  PID         -  KV5811
 KV5811  STATE/COUNTY-  NJ/MIDDLESEX
 KV5811  USGS QUAD   -  BOUND BROOK (1995)
 KV5811
 KV5811                         *CURRENT SURVEY CONTROL
 KV5811  ___________________________________________________________________
 KV5811* NAD 83(1996)-  40 33 24.64689(N)    074 30 50.13930(W)     ADJUSTED  
 KV5811* NAVD 88     -                                                        
 KV5811  ___________________________________________________________________
 KV5811  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 KV5811  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KV5811
 KV5811  HORZ ORDER  -  THIRD
 KV5811
 KV5811.The horizontal coordinates were established by classical geodetic methods
 KV5811.and adjusted by the National Geodetic Survey in September 1999..
 KV5811
 KV5811
 KV5811.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5811
 KV5811.The geoid height was determined by GEOID03.
 KV5811
 KV5811;                    North         East     Units Scale Factor Converg.
 KV5811;SPC NJ       -   191,340.532   148,820.505   MT  0.99990002   -0 00 32.6
 KV5811;SPC NJ       -   627,756.40    488,255.27   sFT  0.99990002   -0 00 32.6
 KV5811;UTM  18      - 4,489,678.199   541,152.082   MT  0.99962084   +0 18 57.8
 KV5811
 KV5811                          SUPERSEDED SURVEY CONTROL
 KV5811
 KV5811  NAD 83(1986)-  40 33 24.64841(N)    074 30 50.14180(W) AD(       ) 4
 KV5811  NAD 27      -  40 33 24.27500(N)    074 30 51.58400(W) AD(       ) 3
 KV5811
 KV5811.Superseded values are not recommended for survey control.
 KV5811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5811.See file dsdata.txt to determine how the superseded data were derived.
 KV5811
 KV5811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4115289678(NAD 83)
 KV5811_MARKER: 63 = STACK
 KV5811
 KV5811  HISTORY     - Date     Condition        Report By
 KV5811  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5811  HISTORY     - 1988     GOOD             USPSQD
 KV5811
 KV5811                          STATION DESCRIPTION
 KV5811
 KV5811'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5811'STATION IS ON THE PROPERTY OF THE BAKELITE COMPANY 3/4 MILE E
 KV5811'OF BOUND BROOK.  LARGE NEW PLANT, RED-BRICK BUILDINGS.  STACK
 KV5811'SETS ABOUT 50 FEET E OF BUILDINGS, ABOUT 90 FEET E OF STATION
 KV5811'BAKELITE.
 KV5811'
 KV5811'STACK IS OF RED BRICK, SOOTY AT TOP WITH 2 LIGHTNING
 KV5811'RODS.  ABOUT 200 FEET HIGH, LARGE DIAMETER ABOUT 10 FEET IN
 KV5811'DIAMETER AT TOP.  STACK IS ABOUT 100 FEET W OF SILVER DOUBLE
 KV5811'TANK.  ABOUT 1/4 MILE N OF HIGHWAY S-28.
 KV5811'
 KV5811'PERMISSION TO ENTER GROUNDS MUST BE OBTAINED AT OFFICE.
 KV5811'
 KV5811'STACK IS ABOUT 800 FEET W OF WJZ RADIO MASTS.
 KV5811
 KV5811                          STATION RECOVERY (1988)
 KV5811
 KV5811'RECOVERY NOTE BY US POWER SQUADRON 1988 (WJF)
 KV5811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5799 ***********************************************************************
 KV5799  DESIGNATION -  BOUND BROOK CALCO CHEM STACK
 KV5799  PID         -  KV5799
 KV5799  STATE/COUNTY-  NJ/SOMERSET
 KV5799  USGS QUAD   -  BOUND BROOK (1995)
 KV5799
 KV5799                         *CURRENT SURVEY CONTROL
 KV5799  ___________________________________________________________________
 KV5799* NAD 83(1996)-  40 33 26.23249(N)    074 33 09.88170(W)     ADJUSTED  
 KV5799* NAVD 88     -                                                        
 KV5799  ___________________________________________________________________
 KV5799  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 KV5799  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KV5799
 KV5799  HORZ ORDER  -  THIRD
 KV5799
 KV5799.The horizontal coordinates were established by classical geodetic methods
 KV5799.and adjusted by the National Geodetic Survey in September 1999..
 KV5799
 KV5799
 KV5799.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5799
 KV5799.The geoid height was determined by GEOID03.
 KV5799
 KV5799;                    North         East     Units Scale Factor Converg.
 KV5799;SPC NJ       -   191,390.680   145,533.183   MT  0.99990025   -0 02 03.5
 KV5799;SPC NJ       -   627,920.92    477,470.12   sFT  0.99990025   -0 02 03.5
 KV5799;UTM  18      - 4,489,709.685   537,865.452   MT  0.99961765   +0 17 26.9
 KV5799
 KV5799                          SUPERSEDED SURVEY CONTROL
 KV5799
 KV5799  NAD 83(1986)-  40 33 26.23381(N)    074 33 09.88432(W) AD(       ) 4
 KV5799  NAD 27      -  40 33 25.86200(N)    074 33 11.32400(W) AD(       ) 3
 KV5799
 KV5799.Superseded values are not recommended for survey control.
 KV5799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5799.See file dsdata.txt to determine how the superseded data were derived.
 KV5799
 KV5799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3786589710(NAD 83)
 KV5799_MARKER: 63 = STACK
 KV5799
 KV5799  HISTORY     - Date     Condition        Report By
 KV5799  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5799  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV5799
 KV5799                          STATION DESCRIPTION
 KV5799
 KV5799'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5799'STATION IS AT CALCO CHEMICAL COMPANY PLANT ABOUT 1 MILE W OF
 KV5799'BOUND BROOK.  THIS PLANT IS QUITE LARGE AND COVERS SEVERAL
 KV5799'ACRES FILLED WITH NONDESCRIPT BRICK BUILDINGS.  A WOVEN WIRE
 KV5799'FENCE SURROUNDS THE PLANT.  GATE WITH WATCHMAN IN ATTENDANCE.
 KV5799'
 KV5799'PLANT IS ON W BANK OF RARITAN RIVER AND ADJACENT TO LEHIGH
 KV5799'VALLEY RAILROAD JUST TO THE W OF THE PLANT.
 KV5799'
 KV5799'STACK IS ABOUT 200 FEET HIGH, MADE OF YELLOW-BRICK--DIRTY
 KV5799'LOOKING.  LIGHTNING RODS AT THE TOP.  ABOUT 10 FEET IN DIAMETER
 KV5799'AT TOP.
 KV5799'
 KV5799'IMMEDIATELY E IS BLACK WATER TANK ABOUT 2/5 AS HIGH.
 KV5799
 KV5799                          STATION RECOVERY (1989)
 KV5799
 KV5799'RECOVERY NOTE BY US POWER SQUADRON 1989 (PMS)
 KV5799'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5807 ***********************************************************************
 KV5807  DESIGNATION -  BOUND BROOK PATHE EXCHANGE TK
 KV5807  PID         -  KV5807
 KV5807  STATE/COUNTY-  NJ/MIDDLESEX
 KV5807  USGS QUAD   -  BOUND BROOK (1995)
 KV5807
 KV5807                         *CURRENT SURVEY CONTROL
 KV5807  ___________________________________________________________________
 KV5807* NAD 83(1996)-  40 33 46.53886(N)    074 31 01.52621(W)     ADJUSTED  
 KV5807* NAVD 88     -                                                        
 KV5807  ___________________________________________________________________
 KV5807  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 KV5807  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KV5807
 KV5807  HORZ ORDER  -  THIRD
 KV5807
 KV5807.The horizontal coordinates were established by classical geodetic methods
 KV5807.and adjusted by the National Geodetic Survey in September 1999..
 KV5807
 KV5807
 KV5807.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5807
 KV5807.The geoid height was determined by GEOID03.
 KV5807
 KV5807;                    North         East     Units Scale Factor Converg.
 KV5807;SPC NJ       -   192,015.790   148,552.766   MT  0.99990003   -0 00 40.0
 KV5807;SPC NJ       -   629,971.80    487,376.87   sFT  0.99990003   -0 00 40.0
 KV5807;UTM  18      - 4,490,351.739   540,880.592   MT  0.99962057   +0 18 50.5
 KV5807
 KV5807                          SUPERSEDED SURVEY CONTROL
 KV5807
 KV5807  NAD 83(1986)-  40 33 46.54071(N)    074 31 01.52877(W) AD(       ) 4
 KV5807  NAD 27      -  40 33 46.17000(N)    074 31 02.97000(W) AD(       ) 3
 KV5807
 KV5807.Superseded values are not recommended for survey control.
 KV5807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5807.See file dsdata.txt to determine how the superseded data were derived.
 KV5807
 KV5807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4088190352(NAD 83)
 KV5807_MARKER: 51 = TANK
 KV5807
 KV5807  HISTORY     - Date     Condition        Report By
 KV5807  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5807
 KV5807                          STATION DESCRIPTION
 KV5807
 KV5807'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5807'STATION IS AT THE E EDGE OF BOUND BROOK AT THE NE CORNER OF MAIN
 KV5807'AND B STREETS, ABOUT 150 FEET E OF B STREET.
 KV5807'
 KV5807'SQUAT TANK, PAINTED BLACK PATHE EXCHANGE, INC. IN WHITE LETTERS
 KV5807'ON W AND E SIDES.  ABOUT 125 FEET FROM GROUND LEVEL TO FINIAL.
 KV5807'
 KV5807'STEEL STACK NEARBY, ABOUT 25 FEET TO NW, ABOUT 2 FEET IN DIAMETER.
 KV5807'
 KV5807'RED-BRICK BUILDING ON CORNER, 3 STORIES HIGH.  SMALL,
 KV5807'SCATTERING LOW BUILDINGS ELSEWHERE ON LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5805 ***********************************************************************
 KV5805  DESIGNATION -  BOUND BROOK RUBEROID CO STACK
 KV5805  PID         -  KV5805
 KV5805  STATE/COUNTY-  NJ/SOMERSET
 KV5805  USGS QUAD   -  BOUND BROOK (1995)
 KV5805
 KV5805                         *CURRENT SURVEY CONTROL
 KV5805  ___________________________________________________________________
 KV5805* NAD 83(1996)-  40 33 27.51281(N)    074 31 34.57211(W)     ADJUSTED  
 KV5805* NAVD 88     -                                                        
 KV5805  ___________________________________________________________________
 KV5805  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 KV5805  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KV5805
 KV5805  HORZ ORDER  -  THIRD
 KV5805
 KV5805.The horizontal coordinates were established by classical geodetic methods
 KV5805.and adjusted by the National Geodetic Survey in September 1999..
 KV5805
 KV5805
 KV5805.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5805
 KV5805.The geoid height was determined by GEOID03.
 KV5805
 KV5805;                    North         East     Units Scale Factor Converg.
 KV5805;SPC NJ       -   191,429.163   147,775.278   MT  0.99990006   -0 01 01.5
 KV5805;SPC NJ       -   628,047.18    484,826.06   sFT  0.99990006   -0 01 01.5
 KV5805;UTM  18      - 4,489,760.875   540,106.661   MT  0.99961980   +0 18 28.9
 KV5805
 KV5805                          SUPERSEDED SURVEY CONTROL
 KV5805
 KV5805  NAD 83(1986)-  40 33 27.51403(N)    074 31 34.57469(W) AD(       ) 4
 KV5805  NAD 27      -  40 33 27.14000(N)    074 31 36.02000(W) AD(       ) 3
 KV5805
 KV5805.Superseded values are not recommended for survey control.
 KV5805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5805.See file dsdata.txt to determine how the superseded data were derived.
 KV5805
 KV5805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4010789761(NAD 83)
 KV5805_MARKER: 63 = STACK
 KV5805
 KV5805  HISTORY     - Date     Condition        Report By
 KV5805  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5805
 KV5805                          STATION DESCRIPTION
 KV5805
 KV5805'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5805'STATION IS AT THE 3-CORNERED MAIN INTERSECTION IMMEDIATELY S OF
 KV5805'BOUND BROOK, S SIDE OF RARITAN RIVER.
 KV5805'
 KV5805'STACK IS AT SE CORNER OF PLANT WHICH IS ON NW CORNER OF
 KV5805'INTERSECTION, MAIN STREET, CANAL ROAD AND ELM STREET.
 KV5805'
 KV5805'STACK IS MADE OF YELLOW TILE WITH BLACK PATTERN WORK AT
 KV5805'TOP.  TOP IS CORBELLED.  TWO LIGHTNING RODS SURMOUNT STACK,
 KV5805'WHICH IS ABOUT 100 FEET HIGH.
 KV5805'
 KV5805'ANOTHER RUBEROID STACK IS IN PLANT ON OPPOSITE CORNER.  ABOUT
 KV5805'200 YARDS E OF ABOVE DESCRIBED STACK.  SIMILAR IN CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU4062 ***********************************************************************
 KU4062  DESIGNATION -  BOUNDARY LINE NJ NY
 KU4062  PID         -  KU4062
 KU4062  STATE/COUNTY-  NJ/BERGEN
 KU4062  USGS QUAD   -  YONKERS (1979)
 KU4062
 KU4062                         *CURRENT SURVEY CONTROL
 KU4062  ___________________________________________________________________
 KU4062* NAD 83(1996)-  40 59 50.37715(N)    073 54 09.77305(W)     ADJUSTED  
 KU4062* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 KU4062  ___________________________________________________________________
 KU4062  LAPLACE CORR-           6.98  (seconds)                    DEFLEC99
 KU4062  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 KU4062
 KU4062  HORZ ORDER  -  THIRD
 KU4062
 KU4062.The horizontal coordinates were established by classical geodetic methods
 KU4062.and adjusted by the National Geodetic Survey in September 1999..
 KU4062
 KU4062.The orthometric height was scaled from a topographic map.
 KU4062
 KU4062.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4062
 KU4062.The geoid height was determined by GEOID03.
 KU4062
 KU4062;                    North         East     Units Scale Factor Converg.
 KU4062;SPC NJ       -   240,422.573   200,249.840   MT  0.99993107   +0 23 30.6
 KU4062;SPC NJ       -   788,786.39    656,986.35   sFT  0.99993107   +0 23 30.6
 KU4062;SPC NY L     -    92,247.254   308,185.428   MT  0.99999819   +0 03 49.1
 KU4062;SPC NY L     -   302,647.87  1,011,105.03   sFT  0.99999819   +0 03 49.1
 KU4062;SPC NY E     -   240,422.573   200,249.840   MT  0.99993107   +0 23 30.6
 KU4062;SPC NY E     -   788,786.39    656,986.35   sFT  0.99993107   +0 23 30.6
 KU4062;UTM  18      - 4,539,040.108   592,287.897   MT  0.99970482   +0 43 11.6
 KU4062
 KU4062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4062!SPC NJ       -   1.00000370  x   0.99993107  =   0.99993477
 KU4062!SPC NY L     -   1.00000370  x   0.99999819  =   1.00000189
 KU4062!SPC NY E     -   1.00000370  x   0.99993107  =   0.99993477
 KU4062!UTM  18      -   1.00000370  x   0.99970482  =   0.99970852
 KU4062
 KU4062:                Primary Azimuth Mark                     Grid Az
 KU4062:SPC NJ       -  SOCONY                                   013 23 00.1
 KU4062:SPC NY L     -  SOCONY                                   013 42 41.6
 KU4062:SPC NY E     -  SOCONY                                   013 23 00.1
 KU4062:UTM  18      -  SOCONY                                   013 03 19.1
 KU4062
 KU4062|---------------------------------------------------------------------|
 KU4062| PID    Reference Object                     Distance      Geod. Az  |
 KU4062|                                                           dddmmss.s |
 KU4062| LX4179 SOCONY                              APPROX. 2.3 KM 0134630.7 |
 KU4062| LX4099 IRVINGTON ROCKHOLINE ESTATE TK      APPROX. 6.3 KM 0390213.6 |
 KU4062| KU3665 GREEN TANK                          APPROX. 3.0 KM 0914513.9 |
 KU4062| CB6231 BOUNDARY LINE WM 1                   13.350 METERS 17055     |
 KU4062| CB6232 BOUNDARY LINE WM 2                    3.750 METERS 30447     |
 KU4062|---------------------------------------------------------------------|
 KU4062
 KU4062                          SUPERSEDED SURVEY CONTROL
 KU4062
 KU4062  NAD 83(1996)-  40 59 50.37715(N)    073 54 09.77305(W) AD(       ) 3
 KU4062  NAD 83(1996)-  40 59 50.37734(N)    073 54 09.77397(W) AD(       ) 3
 KU4062  NAD 83(1992)-  40 59 50.37521(N)    073 54 09.77505(W) AD(       ) 3
 KU4062  NAD 83(1986)-  40 59 50.37821(N)    073 54 09.77247(W) AD(       ) 3
 KU4062  NAD 27      -  40 59 50.02900(N)    073 54 11.28500(W) AD(       ) 3
 KU4062
 KU4062.Superseded values are not recommended for survey control.
 KU4062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4062.See file dsdata.txt to determine how the superseded data were derived.
 KU4062
 KU4062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9228839040(NAD 83)
 KU4062_MARKER: 61 = POLE
 KU4062_MARK LOGO: CGS   
 KU4062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU4062+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1992
 KU4062
 KU4062  HISTORY     - Date     Condition        Report By
 KU4062  HISTORY     - 1930     FIRST OBSERVED   CGS
 KU4062  HISTORY     - 1950     SEE DESCRIPTION  CGS
 KU4062  HISTORY     - 19920227 GOOD             NJGS
 KU4062
 KU4062                          STATION DESCRIPTION
 KU4062
 KU4062'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 KU4062'ON WEST SHORE OF HUDSON RIVER ACROSS FROM HASTING-ON-HUDSON.
 KU4062'
 KU4062'STATION IS AN 8-INCH POLE, 30 FEET HIGH, WITH SIGN ON TOP READING
 KU4062'N.Y., N.J., STATE LINE.  IT IS SET IN CONCRETE IN A DRILLED HOLE
 KU4062'NEAR THE OUTSIDE EDGE OF OUTCROPPING ROCK AT THE BASE OF THE
 KU4062'PALISADES.
 KU4062
 KU4062                          STATION RECOVERY (1950)
 KU4062
 KU4062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RCB)
 KU4062'THIS STATION WAS VISITED MARCH 15, 1950.  THE 8 IN POLE, 30 FT
 KU4062'HIGH HAS BEEN BROKEN OFF AT ITS BASE.  THE DRILLED HOLE IN WHICH
 KU4062'THE POLE WAS SET WAS FOUND AT STATION ROCK THE EASTERN TERMINUS OF
 KU4062'THE N.Y.-N.J. BOUNDARY LINE AS ESTABLISHED AND MONUMENTED IN 1774.
 KU4062'THIS ROCK IS 7-1/2 FT. LONG, 3 FT HIGH AND 4 FT THICK.  THE MARKS
 KU4062'CUT ON IT IN 1774 ARE STILL PLAIN AND LEGIBLE.  THERE IS A
 KU4062'STRAIGHT GROOVE ON ITS PERPENDICULAR EASTERN FACE, TWO FT. FROM
 KU4062'THE NORTH END, AND IS FURTHER MARKED WITH THE WORDS LATITUDE 41
 KU4062'DEG NORTH, AND THE WORDS NEW YORK AND NEW JERSEY ON EITHER SIDE OF
 KU4062'THE VERTICAL GROOVE WHICH INDICATED THE BOUNDARY LINE.
 KU4062
 KU4062                          STATION RECOVERY (1992)
 KU4062
 KU4062'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (RJK)
 KU4062'THE STATION SITE IS LOCATED IN THE BOROUGH OF ALPINE, ON THE WEST SIDE
 KU4062'OF THE HUDSON RIVER, ON THE GROUNDS OF THE PALISADES INTERSTATE PARK.
 KU4062'TO REACH THE STATION FROM THE NORTHBOUND LANES OF THE PALISADES
 KU4062'INTERSTATE PARKWAY AND THE ENTRANCE ROAD TO THE STATE LINE LOOKOUT,
 KU4062'WHICH IS JUST NORTH OF EXIT 3, GO 0.8 MI (1.3 KM) NORTH ON THE ROAD TO
 KU4062'THE STATE LINE LOOKOUT TO THE LOOKOUT RESTAURANT AT THE END OF THE
 KU4062'PUBLIC ACCESS ROAD.  PASS THROUGH THE LOCKED CHAINED GATE AND GO ABOUT
 KU4062'0.4 MI (0.6 KM) NORTH ON A CONCRETE ROAD TO THE ENTRANCE TO TRAIL D ON
 KU4062'THE RIGHT.  PACK UP TRAIL D, MARKED BY PAINTED WHITE RECTANGLES ON
 KU4062'TREES FOR ABOUT 0.3 MI (0.5 KM) TO THE SITE OF THE STATE LINE
 KU4062'MONUMENT, A 6 FT (1.8 M) HIGH GRANITE POST ON THE RIGHT, ABOUT 10 M
 KU4062'(32.8 FT) EAST OF THE TRAIL.  PACK SOUTHEAST DOWN THE HILL, ALONG A
 KU4062'CHAIN LINK FENCE TO A GATE.  GO THROUGH THE GATE AND FOLLOW A STEEP,
 KU4062'WELL MARKED TRAIL, PAINTED WITH WHITE RECTANGLES LEADING DOWN AND
 KU4062'ALONG THE PALISADES, PASSING THE STEM OF STATION YORK AND REFERENCE
 KU4062'MARK 1, SET IN ROCK OUTCROP, TO THE RIVER BANK. UPON REACHING THE
 KU4062'TRAIL ALONG THE RIVER BANK, GO SOUTH FOR ABOUT 200 M (656.2 FT) TO THE
 KU4062'SITE OF THE STATION.  THE HOLE IN THE TRAP ROCK IS ABOUT 8 IN IN
 KU4062'DIAMETER, SURROUNDED BY CONCRETE, ON THE EAST SIDE OF A BLOCK OF TRAP
 KU4062'ROCK, 7.5 FT (2.3 M) LONG, 3.0 FT (0.9 M) HIGH AND 4.0 FT (1.2 M)
 KU4062'THICK, FOUND ORIENTED PARALLEL WITH THE RIVER.  THE ROCK IS PART OF
 KU4062'THE BASE OF THE PATH, FOUND INSCRIBED AND FAINTLY LEGIBLE ON THE EAST
 KU4062'FACE, THE ONLY EXPOSED FACE, THE WORDS NEW JERSEY TO THE SOUTH OF A
 KU4062'VERTICAL GROOVE RUNNING DOWN ALONG THE EAST FACE, ABOUT 2 FT (0.6 M)
 KU4062'SOUTH OF THE NORTH END AND THE WORDS NEW YORK ON THE NORTH SIDE OF THE
 KU4062'GROOVE.  ABOVE THE WORDS NEW JERSEY AND NEW YORK IS LAT 41 NORTH.  THE
 KU4062'HOLE OF THE FORMER POLE IS ABOUT 13 FT (4.0 M) EAST OF A NAIL IN A
 KU4062'BLAZED 8 INCH TREE, ABOUT 3 FT (0.9 M) ABOVE THE PATH, 15 FT (4.6 M)
 KU4062'NORTHEAST OF ANOTHER NAIL IN AN 8 INCH BLAZED TREE, ABOUT 3 FT (0.9 M)
 KU4062'ABOVE THE PATH.  THE ROCK IS AT THE WEST EDGE OF A CRESCENT SHAPED
 KU4062'SWAMPY AREA, INDENTED INTO THE PATH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4105 ***********************************************************************
 JU4105  DESIGNATION -  BOUNDARY REF 1 DE NJ
 JU4105  PID         -  JU4105
 JU4105  STATE/COUNTY-  NJ/GLOUCESTER
 JU4105  USGS QUAD   -  MARCUS HOOK (1993)
 JU4105
 JU4105                         *CURRENT SURVEY CONTROL
 JU4105  ___________________________________________________________________
 JU4105* NAD 83(1996)-  39 47 41.83526(N)    075 24 16.89131(W)     ADJUSTED  
 JU4105* NAVD 88     -         3.0    (meters)      10.     (feet)  VERTCON   
 JU4105  ___________________________________________________________________
 JU4105  X           -   1,236,587.903 (meters)                     COMP
 JU4105  Y           -  -4,748,928.337 (meters)                     COMP
 JU4105  Z           -   4,060,499.795 (meters)                     COMP
 JU4105  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 JU4105  ELLIP HEIGHT-         -30.10  (meters)          (05/14/99) GPS OBS
 JU4105  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JU4105
 JU4105  HORZ ORDER  -  FIRST
 JU4105  ELLP ORDER  -  FOURTH    CLASS I
 JU4105
 JU4105.The horizontal coordinates were established by GPS observations
 JU4105.and adjusted by the National Geodetic Survey in May 1999..
 JU4105
 JU4105.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4105
 JU4105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4105
 JU4105.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4105
 JU4105.The ellipsoidal height was determined by GPS observations
 JU4105.and is referenced to NAD 83.
 JU4105
 JU4105.The geoid height was determined by GEOID03.
 JU4105
 JU4105;                    North         East     Units Scale Factor Converg.
 JU4105;SPC NJ       -   107,141.431    72,521.439   MT  0.99997388   -0 34 44.7
 JU4105;SPC NJ       -   351,513.18    237,930.75   sFT  0.99997388   -0 34 44.7
 JU4105;SPC PA S     -    53,923.416   800,853.955   MT  1.00002452   +1 31 17.8
 JU4105;SPC PA S     -   176,913.74  2,627,468.35   sFT  1.00002452   +1 31 17.8
 JU4105;SPC DE       -   199,263.307   201,025.607   MT  0.99999501   +0 00 27.6
 JU4105;SPC DE       -   653,749.70    659,531.51   sFT  0.99999501   +0 00 27.6
 JU4105;UTM  18      - 4,405,077.866   465,352.455   MT  0.99961478   -0 15 32.5
 JU4105
 JU4105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4105!SPC NJ       -   1.00000472  x   0.99997388  =   0.99997860
 JU4105!SPC PA S     -   1.00000472  x   1.00002452  =   1.00002924
 JU4105!SPC DE       -   1.00000472  x   0.99999501  =   0.99999973
 JU4105!UTM  18      -   1.00000472  x   0.99961478  =   0.99961950
 JU4105
 JU4105                          SUPERSEDED SURVEY CONTROL
 JU4105
 JU4105  NAD 83(1991)-  39 47 41.83288(N)    075 24 16.89113(W) AD(       ) 1
 JU4105  ELLIP H (01/27/92)  -30.17   (m)                       GP(       ) 4 1
 JU4105  NAD 83(1986)-  39 47 41.82796(N)    075 24 16.89811(W) AD(       ) 1
 JU4105  NGVD 29 (10/29/90)    3.3    (m)           11.     (f) GPS OBS        
 JU4105
 JU4105.Superseded values are not recommended for survey control.
 JU4105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4105.See file dsdata.txt to determine how the superseded data were derived.
 JU4105
 JU4105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6535205078(NAD 83)
 JU4105_MARKER: DD = SURVEY DISK
 JU4105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4105_SP_SET: CONCRETE POST
 JU4105_STAMPING: NJ REF 1 1989
 JU4105_MARK LOGO: DEPABC
 JU4105_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JU4105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4105+STABILITY: SURFACE MOTION
 JU4105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4105+SATELLITE: SATELLITE OBSERVATIONS - 1989
 JU4105
 JU4105  HISTORY     - Date     Condition        Report By
 JU4105  HISTORY     - 1989     MONUMENTED       LOCSUR
 JU4105
 JU4105                          STATION DESCRIPTION
 JU4105
 JU4105'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989
 JU4105'LOCATED ON THE EASTERLY SHORELINE OF THE DELAWARE RIVER ABOUT 8.4 KM
 JU4105'(5.2 MI) NORTH OF PENNS GROVE.  TO REACH THE STATION FROM THE U.S.
 JU4105'HIGHWAY 130 BRIDGE OVER OLDMANS CREEK, GO NORTHEASTERLY ALONG ROUTE
 JU4105'130 0.56 KM (0.35 MI) TO A DIRT FARM ROAD ON THE LEFT.  GO WESTERLY
 JU4105'0.48 KM (0.30 MI) ALONG THE DIRT ROAD T0 THE JUNCTION OF ANOTHER DIRT
 JU4105'FARM ROAD ON THE RIGHT.  GO NORTHERLY 0.40 KM (0.25 MI) ALONG THE
 JU4105'DIRT ROAD AND FOLLOWING A JOG TO THE LEFT OVER A DRAINAGE STREAM TO A
 JU4105'ROAD ALONG A CHAIN LINK FENCE.  GO WESTERLY FOLLOWING THE FENCE 0.32
 JU4105'KM (0.20 MI) TO THE END OF THE ROAD AT THE RIVER TO STATION ON THE
 JU4105'LEFT AS DESCRIBED.  STATION MARK STAMPED NJ REF 1 1989 IS A STANDARD
 JU4105'ALUMINUM DISK SET IN A PRE-FORMED CONCRETE MONUMENT.  THE MONUMENT IS
 JU4105'SET IN POURED CONCRETE 1.0 M (3.3 FT) IN DEPTH AND 0.1 M (0.3 FT)
 JU4105'ABOVE GROUND LEVEL.  STATION IS AT THE NORTHWEST CORNER OF A
 JU4105'CULTIVATED FIELD AND MEASURED 21.18 M (69.49 FT) SOUTHWEST OF THE
 JU4105'FENCE AND 16.92 M (55.51 FT) SOUTHEAST OF AN ANGLE POINT IN AN 18
 JU4105'INCH CAST IRON PIPELINE RUNNING FROM THE RIVER TO THE CULTIVATED
 JU4105'FIELD.  STATION IS WITNESSED BY A STANDARD NGS CARSONITE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3981 ***********************************************************************
 JU3981  DESIGNATION -  BOUNDARY REF 2 DE NJ
 JU3981  PID         -  JU3981
 JU3981  STATE/COUNTY-  NJ/SALEM
 JU3981  USGS QUAD   -  MARCUS HOOK (1993)
 JU3981
 JU3981                         *CURRENT SURVEY CONTROL
 JU3981  ___________________________________________________________________
 JU3981* NAD 83(1996)-  39 46 23.89843(N)    075 26 48.26616(W)     ADJUSTED  
 JU3981* NAVD 88     -         4.8    (meters)      16.     (feet)  VERTCON   
 JU3981  ___________________________________________________________________
 JU3981  X           -   1,233,489.256 (meters)                     COMP
 JU3981  Y           -  -4,751,324.725 (meters)                     COMP
 JU3981  Z           -   4,058,653.835 (meters)                     COMP
 JU3981  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 JU3981  ELLIP HEIGHT-         -28.24  (meters)          (05/14/99) GPS OBS
 JU3981  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU3981
 JU3981  HORZ ORDER  -  FIRST
 JU3981  ELLP ORDER  -  FOURTH    CLASS I
 JU3981
 JU3981.The horizontal coordinates were established by GPS observations
 JU3981.and adjusted by the National Geodetic Survey in May 1999..
 JU3981
 JU3981.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3981
 JU3981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3981
 JU3981.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3981
 JU3981.The ellipsoidal height was determined by GPS observations
 JU3981.and is referenced to NAD 83.
 JU3981
 JU3981.The geoid height was determined by GEOID03.
 JU3981
 JU3981;                    North         East     Units Scale Factor Converg.
 JU3981;SPC NJ       -   104,775.142    68,894.890   MT  0.99998096   -0 36 20.6
 JU3981;SPC NJ       -   343,749.78    226,032.65   sFT  0.99998096   -0 36 20.6
 JU3981;SPC DE       -   196,859.970   197,423.411   MT  0.99999508   -0 01 09.3
 JU3981;SPC DE       -   645,864.75    647,713.31   sFT  0.99999508   -0 01 09.3
 JU3981;SPC PA S     -    51,425.680   797,316.394   MT  1.00002888   +1 29 39.6
 JU3981;SPC PA S     -   168,719.09  2,615,862.20   sFT  1.00002888   +1 29 39.6
 JU3981;UTM  18      - 4,402,692.222   461,740.482   MT  0.99961802   -0 17 08.9
 JU3981
 JU3981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3981!SPC NJ       -   1.00000443  x   0.99998096  =   0.99998539
 JU3981!SPC DE       -   1.00000443  x   0.99999508  =   0.99999951
 JU3981!SPC PA S     -   1.00000443  x   1.00002888  =   1.00003331
 JU3981!UTM  18      -   1.00000443  x   0.99961802  =   0.99962245
 JU3981
 JU3981                          SUPERSEDED SURVEY CONTROL
 JU3981
 JU3981  NAD 83(1991)-  39 46 23.89601(N)    075 26 48.26590(W) AD(       ) 1
 JU3981  NAD 83(1986)-  39 46 23.89107(N)    075 26 48.27294(W) AD(       ) 1
 JU3981  NAD 83(1986)-  39 46 23.89760(N)    075 26 48.26744(W) AD(       ) 2
 JU3981  NGVD 29 (10/29/90)    5.2    (m)           17.     (f) GPS OBS        
 JU3981
 JU3981.Superseded values are not recommended for survey control.
 JU3981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3981.See file dsdata.txt to determine how the superseded data were derived.
 JU3981
 JU3981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6174002692(NAD 83)
 JU3981_MARKER: DH = HORIZONTAL CONTROL DISK
 JU3981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3981_SP_SET: SQUARE CONCRETE MONUMENT
 JU3981_STAMPING: DEL NJ REF 2 1986
 JU3981_MARK LOGO: NGS   
 JU3981_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JU3981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3981+STABILITY: SURFACE MOTION
 JU3981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3981+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1989
 JU3981
 JU3981  HISTORY     - Date     Condition        Report By
 JU3981  HISTORY     - 1986     MONUMENTED       LOCSUR
 JU3981  HISTORY     - 1986     GOOD             LOCSUR
 JU3981  HISTORY     - 19890821 GOOD             TWT
 JU3981
 JU3981                          STATION DESCRIPTION
 JU3981
 JU3981'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (JDR)
 JU3981'THE STATION IS LOCATED ABOUT 4 MILES EAST OF WILMINGTON, DELAWARE, 2
 JU3981'MILES NORTH OF PENNS GROVE, NEW JERSEY AND NEAR THE EAST BANK OF THE
 JU3981'DELAWARE RIVER IN A BUNCH OF HIGH REEDS.
 JU3981'
 JU3981'THE STATION IS A NATIONAL GEODETIC SURVEY BOUNDARY REFERENCE DISK,
 JU3981'SET IN THE TOP OF A 5 INCH SQUARE CONCRETE POST THAT PROJECTS 5
 JU3981'INCHES.  IT IS 142.5 FEET NORTHWEST OF THE CENTER OF THE LOWER DIRT
 JU3981'ROAD OF TWO, 6.5 FEET SOUTH OF A DELAWARE-NEW JERSEY BOUNDARY
 JU3981'MONUMENT THAT PROJECTS 3 FEET, 5.3 FEET SOUTH OF A WITNESS POST AND
 JU3981'ABOUT 100 FEET EAST OF THE EAST BANK OF THE DELAWARE RIVER.  THE DISK
 JU3981'IS STAMPED---DEL NJ REF 2 1986---.
 JU3981'
 JU3981'TO REACH THE STATION FROM PENNS GROVE, NEW JERSEY AT THE JUNCTION OF
 JU3981'US HIGHWAY 130 AND STATE HIGHWAY 48, GO NORTH ON US HIGHWAY 130 FOR
 JU3981'2.2 MILES TO A GATE ON THE LEFT AND ENTRANCE TO MILITARY RESERVATION.
 JU3981'TURN LEFT THROUGH GATE, THEN RIGHT ON A DIRT ROAD ALONG THE WEST SIDE
 JU3981'OF FENCE AND GO NORTH FOR 0.95 MILE.  THEN GO LEFT, WEST ON DIRT ROAD
 JU3981'FOR 1.0 MILE TO WHERE ROAD BECOMES PAVED.  CONTINUE WESTERLY ON A
 JU3981'VERY NARROW CONCRETE ROAD FOR 0.3 MILE TO WHERE ROAD GOES STRAIGHT
 JU3981'AHEAD TO A SMALL METAL PIER AND ROAD GOES RIGHT.  GO RIGHT ON DIRT
 JU3981'ROAD FOR 0.1 MILE TO WHERE ROAD SPLITS.  TAKE THE ROAD TO LEFT, OR
 JU3981'THE LOWER ROAD OF THE TWO AND GO NORTHERLY FOR 0.35 MILE TO THE
 JU3981'STATION AS DESCRIBED.
 JU3981
 JU3981                          STATION RECOVERY (1986)
 JU3981
 JU3981'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986
 JU3981'RECOVERED IN GOOD CONDITION.
 JU3981
 JU3981                          STATION RECOVERY (1989)
 JU3981
 JU3981'RECOVERY NOTE BY TWT CONS ENG 1989
 JU3981'LOCATED ON THE EASTERLY SHORELINE OF THE DELAWARE RIVER ABOUT 6.3 KM
 JU3981'(3.9 MI) NORTH OF PENNS GROVE.  TO REACH THE STATION FROM THE U.S.
 JU3981'HIGHWAY 130 BRIDGE OVER OLDMANS CREEK GO SOUTHWESTERLY ALONG ROUTE
 JU3981'130 2.9 KM (1.8 MI) TO A GATE IN A CHAIN LINK FENCE ON THE RIGHT TO
 JU3981'ARMY CORPS OF ENGINEERS PROPERTY.  THROUGH THE GATE GO WESTERLY 2.01
 JU3981'KM (1.25 MI) ALONG A DIRT ROAD AND AN ABANDONED RAILROAD SPUR IN
 JU3981'CONCRETE TO THE JUNCTION OF A PAIR OF ROADS RUNNING PARALLEL TO THE
 JU3981'DELAWARE RIVER.  GO NORTHERLY ALONG THE UPPER LEVEL ROAD 0.8 KM
 JU3981'(0.5 MI) TO STATION ON LEFT AS DESCRIBED.  STATION MARK STAMPED NJ REF
 JU3981'2 1986 IS A STANDARD ALUMINUM DISK SET IN A PRE-FORMED CONCRETE
 JU3981'MONUMENT.  THE MONUMENT IS SET IN POURED CONCRETE 1.0 M (3.3 FT) IN
 JU3981'DEPTH AND 0.1 M (0.3 FT) ABOVE GROUND LEVEL.  STATION IS MEASURED
 JU3981'18.29 M (60.01 FT) NORTH OF A WILD CHERRY TREE, 7.62 M (25.00 FT)
 JU3981'SOUTH OF A SWAMP MAPLE TREE AND 45.72 M (150.00 FT) WEST OF THE UPPER
 JU3981'LEVEL DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4106 ***********************************************************************
 JU4106  DESIGNATION -  BOUNDARY REF 3 DE NJ
 JU4106  PID         -  JU4106
 JU4106  STATE/COUNTY-  NJ/SALEM
 JU4106  USGS QUAD   -  DELAWARE CITY (1993)
 JU4106
 JU4106                         *CURRENT SURVEY CONTROL
 JU4106  ___________________________________________________________________
 JU4106* NAD 83(1996)-  39 34 41.46146(N)    075 30 44.36538(W)     ADJUSTED  
 JU4106* NAVD 88     -         1.3    (meters)       4.     (feet)  VERTCON   
 JU4106  ___________________________________________________________________
 JU4106  X           -   1,231,509.394 (meters)                     COMP
 JU4106  Y           -  -4,766,122.319 (meters)                     COMP
 JU4106  Z           -   4,041,977.610 (meters)                     COMP
 JU4106  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 JU4106  ELLIP HEIGHT-         -31.64  (meters)          (05/14/99) GPS OBS
 JU4106  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JU4106
 JU4106  HORZ ORDER  -  FIRST
 JU4106  ELLP ORDER  -  FOURTH    CLASS I
 JU4106
 JU4106.The horizontal coordinates were established by GPS observations
 JU4106.and adjusted by the National Geodetic Survey in May 1999..
 JU4106
 JU4106.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4106
 JU4106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4106
 JU4106.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4106
 JU4106.The ellipsoidal height was determined by GPS observations
 JU4106.and is referenced to NAD 83.
 JU4106
 JU4106.The geoid height was determined by GEOID03.
 JU4106
 JU4106;                    North         East     Units Scale Factor Converg.
 JU4106;SPC NJ       -    83,174.116    63,032.047   MT  0.99999309   -0 38 42.1
 JU4106;SPC NJ       -   272,880.41    206,797.64   sFT  0.99999309   -0 38 42.1
 JU4106;SPC DE       -   175,200.001   191,781.476   MT  0.99999583   -0 03 39.4
 JU4106;SPC DE       -   574,802.00    629,203.06   sFT  0.99999583   -0 03 39.4
 JU4106;UTM  18      - 4,381,066.783   456,000.193   MT  0.99962383   -0 19 35.1
 JU4106
 JU4106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4106!SPC NJ       -   1.00000496  x   0.99999309  =   0.99999805
 JU4106!SPC DE       -   1.00000496  x   0.99999583  =   1.00000079
 JU4106!UTM  18      -   1.00000496  x   0.99962383  =   0.99962879
 JU4106
 JU4106:                Primary Azimuth Mark                     Grid Az
 JU4106:SPC NJ       -  BOUNDARY REF 4 DE NJ                     176 27 40.6
 JU4106:SPC DE       -  BOUNDARY REF 4 DE NJ                     175 52 37.9
 JU4106:UTM  18      -  BOUNDARY REF 4 DE NJ                     176 08 33.6
 JU4106
 JU4106|---------------------------------------------------------------------|
 JU4106| PID    Reference Object                     Distance      Geod. Az  |
 JU4106|                                                           dddmmss.s |
 JU4106| JU3984 BOUNDARY REF 4 DE NJ                APPROX. 1.1 KM 1754858.5 |
 JU4106|---------------------------------------------------------------------|
 JU4106
 JU4106                          SUPERSEDED SURVEY CONTROL
 JU4106
 JU4106  NAD 83(1991)-  39 34 41.46150(N)    075 30 44.36536(W) AD(       ) 1
 JU4106  ELLIP H (01/27/92)  -31.68   (m)                       GP(       ) 4 1
 JU4106  NAD 83(1986)-  39 34 41.45497(N)    075 30 44.37345(W) AD(       ) 1
 JU4106  NGVD 29 (10/29/90)    1.6    (m)            5.     (f) GPS OBS        
 JU4106
 JU4106.Superseded values are not recommended for survey control.
 JU4106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4106.See file dsdata.txt to determine how the superseded data were derived.
 JU4106
 JU4106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5600081067(NAD 83)
 JU4106_MARKER: U = CONCRETE POST
 JU4106_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JU4106_SP_SET: BURIED IN GROUND
 JU4106_MARK LOGO: TWT   
 JU4106_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JU4106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4106+SATELLITE: SATELLITE OBSERVATIONS - 1989
 JU4106
 JU4106  HISTORY     - Date     Condition        Report By
 JU4106  HISTORY     - 1989     MONUMENTED       TWT
 JU4106
 JU4106                          STATION DESCRIPTION
 JU4106
 JU4106'DESCRIBED BY TWT CONS ENG 1989
 JU4106'LOCATED ON THE EASTERLY SHORELINE OF THE DELAWARE RIVER NEAR THE MOUTH
 JU4106'OF THE SALEM RIVER.  TO REACH THE STATION A BOAT MUST BE USED FROM THE
 JU4106'DELAWARE RIVER.  STATION IS LOCATED ON THE NORTH SIDE OF THE MOUTH OF
 JU4106'THE SALEM RIVER.  THE STATION IS A PRE-FORMED CONCRETE MONUMENT SET IN
 JU4106'THE SANDY SOIL ON THE BEACH. STATION IS NOT STAMPED WITH AN
 JU4106'IDENTIFICATION DISK.  MONUMENT IS SET 0.1 M (0.3 FT) ABOVE GROUND
 JU4106'LEVEL AND MEASURED 25.91 M (85.01 FT) EAST OF AN ABANDONED LIGHT
 JU4106'BUOY.  STATION IS WITNESSED BY A WOOD 2 X 4 PAINTED RED AND SET ABOVE
 JU4106'THE SURROUNDING REEDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3984 ***********************************************************************
 JU3984  DESIGNATION -  BOUNDARY REF 4 DE NJ
 JU3984  PID         -  JU3984
 JU3984  STATE/COUNTY-  NJ/SALEM
 JU3984  USGS QUAD   -  DELAWARE CITY (1993)
 JU3984
 JU3984                         *CURRENT SURVEY CONTROL
 JU3984  ___________________________________________________________________
 JU3984* NAD 83(1996)-  39 34 04.62231(N)    075 30 40.88355(W)     ADJUSTED  
 JU3984* NAVD 88     -         0.7    (meters)       2.     (feet)  VERTCON   
 JU3984  ___________________________________________________________________
 JU3984  X           -   1,231,770.828 (meters)                     COMP
 JU3984  Y           -  -4,766,801.899 (meters)                     COMP
 JU3984  Z           -   4,041,101.516 (meters)                     COMP
 JU3984  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 JU3984  ELLIP HEIGHT-         -32.18  (meters)          (05/14/99) GPS OBS
 JU3984  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JU3984
 JU3984  HORZ ORDER  -  FIRST
 JU3984  ELLP ORDER  -  FOURTH    CLASS I
 JU3984
 JU3984.The horizontal coordinates were established by GPS observations
 JU3984.and adjusted by the National Geodetic Survey in May 1999..
 JU3984
 JU3984.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3984
 JU3984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3984
 JU3984.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3984
 JU3984.The ellipsoidal height was determined by GPS observations
 JU3984.and is referenced to NAD 83.
 JU3984
 JU3984.The geoid height was determined by GEOID03.
 JU3984
 JU3984;                    North         East     Units Scale Factor Converg.
 JU3984;SPC NJ       -    82,037.117    63,102.361   MT  0.99999294   -0 38 39.4
 JU3984;SPC NJ       -   269,150.11    207,028.33   sFT  0.99999294   -0 38 39.4
 JU3984;SPC DE       -   174,063.774   191,863.376   MT  0.99999581   -0 03 37.1
 JU3984;SPC DE       -   571,074.23    629,471.76   sFT  0.99999581   -0 03 37.1
 JU3984;UTM  18      - 4,379,930.612   456,076.799   MT  0.99962375   -0 19 32.6
 JU3984
 JU3984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3984!SPC NJ       -   1.00000505  x   0.99999294  =   0.99999799
 JU3984!SPC DE       -   1.00000505  x   0.99999581  =   1.00000086
 JU3984!UTM  18      -   1.00000505  x   0.99962375  =   0.99962880
 JU3984
 JU3984:                Primary Azimuth Mark                     Grid Az
 JU3984:SPC NJ       -  BOUNDARY REF 3 DE NJ                     356 27 40.2
 JU3984:SPC DE       -  BOUNDARY REF 3 DE NJ                     355 52 37.9
 JU3984:UTM  18      -  BOUNDARY REF 3 DE NJ                     356 08 33.4
 JU3984
 JU3984|---------------------------------------------------------------------|
 JU3984| PID    Reference Object                     Distance      Geod. Az  |
 JU3984|                                                           dddmmss.s |
 JU3984| JU4106 BOUNDARY REF 3 DE NJ                APPROX. 1.1 KM 3554900.8 |
 JU3984|---------------------------------------------------------------------|
 JU3984
 JU3984                          SUPERSEDED SURVEY CONTROL
 JU3984
 JU3984  NAD 83(1991)-  39 34 04.62235(N)    075 30 40.88351(W) AD(       ) 1
 JU3984  ELLIP H (01/27/92)  -32.23   (m)                       GP(       ) 4 1
 JU3984  NAD 83(1986)-  39 34 04.61579(N)    075 30 40.89185(W) AD(       ) 1
 JU3984  NAD 83(1986)-  39 34 04.61412(N)    075 30 40.88987(W) AD(       ) 3
 JU3984  NGVD 29 (10/29/90)    1.0    (m)            3.     (f) GPS OBS        
 JU3984
 JU3984.Superseded values are not recommended for survey control.
 JU3984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3984.See file dsdata.txt to determine how the superseded data were derived.
 JU3984
 JU3984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5607779931(NAD 83)
 JU3984_MARKER: I = METAL ROD
 JU3984_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU3984_SP_SET: STAINLESS STEEL ROD
 JU3984_STAMPING: NJ REF 4 1986
 JU3984_MARK LOGO: NGS   
 JU3984_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JU3984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU3984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3984+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1989
 JU3984
 JU3984  HISTORY     - Date     Condition        Report By
 JU3984  HISTORY     - 1988     MONUMENTED       NGS
 JU3984  HISTORY     - 1988     GOOD             NGS
 JU3984  HISTORY     - 19890821 GOOD             TWT
 JU3984
 JU3984                          STATION DESCRIPTION
 JU3984
 JU3984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (RGP)
 JU3984'THE STATION IS ON THE SOUTH SHORE OF THE ENTRANCE TO THE SALEM RIVER
 JU3984'AS IT BRANCHES OFF THE DELAWARE RIVER.  THE STATION IS ABOUT 1 MILE
 JU3984'WEST OF SALEM, NEW JERSEY, ON THE SOUTH SIDE OF SALEM COVE, ABOUT 50
 JU3984'FT SOUTH FO THE HIGH WATER LINE AT THE POINT ALONG THE RIVER, ON THE
 JU3984'RIDGE BETWEEN THE RIVER AND THE MARSH ABOUT 10 FEET EAST OF THE HIGH
 JU3984'WATER LINE.
 JU3984'
 JU3984'THE STATION IS A STAINLESS STEEL 3-D ROD MARK DRIVEN TO A DEBTH OF
 JU3984'57 FT TO REFUSAL.  THE DATA POINT IS 0.4 FT BELOW SURFACE.  LOGO
 JU3984'CAP IS FLUSH.
 JU3984
 JU3984                          STATION RECOVERY (1988)
 JU3984
 JU3984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JU3984'RECOVERED IN GOOD CONDITION.
 JU3984
 JU3984                          STATION RECOVERY (1989)
 JU3984
 JU3984'RECOVERY NOTE BY TWT CONS ENG 1989
 JU3984'LOCATED ON THE EASTERLY SHORELINE OF THE DELAWARE RIVER NEAR THE MOUTH
 JU3984'OF THE SALEM RIVER.  TO REACH THE STATION A BOAT MUST BE USED FROM THE
 JU3984'DELAWARE RIVER.  STATION IS LOCATED ON THE SOUTH SIDE OF THE MOUTH OF
 JU3984'THE SALEM RIVER.  THE STATION IS A STEEL ROD DRIVEN INTO THE GROUND
 JU3984'INSIDE A 4 INCH PVC PIPE FILLED WITH CONCRETE.  THE PIPE HAS AN
 JU3984'ALUMINUM CAP STAMPED NJ REF 4 1986 AND IS AT GROUND LEVEL.  STATION
 JU3984'IS WITNESSED BY A WOOD 2 X 4 PAINTED RED SET ABOVE THE SURROUNDING
 JU3984'REEDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3985 ***********************************************************************
 JU3985  DESIGNATION -  BOUNDARY REF 5 DE NJ
 JU3985  PID         -  JU3985
 JU3985  STATE/COUNTY-  NJ/SALEM
 JU3985  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU3985
 JU3985                         *CURRENT SURVEY CONTROL
 JU3985  ___________________________________________________________________
 JU3985* NAD 83(1996)-  39 29 52.45549(N)    075 31 40.21288(W)     ADJUSTED  
 JU3985* NAVD 88     -         1.2    (meters)       4.     (feet)  VERTCON   
 JU3985  ___________________________________________________________________
 JU3985  X           -   1,231,636.598 (meters)                     COMP
 JU3985  Y           -  -4,771,948.454 (meters)                     COMP
 JU3985  Z           -   4,035,102.964 (meters)                     COMP
 JU3985  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 JU3985  ELLIP HEIGHT-         -33.04  (meters)          (09/01/99) GPS OBS
 JU3985  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JU3985
 JU3985  HORZ ORDER  -  THIRD
 JU3985  ELLP ORDER  -  FOURTH    CLASS I
 JU3985
 JU3985.The horizontal coordinates were established by GPS observations
 JU3985.and adjusted by the National Geodetic Survey in September 1999..
 JU3985
 JU3985.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3985
 JU3985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3985
 JU3985.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3985
 JU3985.The ellipsoidal height was determined by GPS observations
 JU3985.and is referenced to NAD 83.
 JU3985
 JU3985.The geoid height was determined by GEOID03.
 JU3985
 JU3985;                    North         East     Units Scale Factor Converg.
 JU3985;SPC NJ       -    74,276.766    61,597.503   MT  0.99999619   -0 39 13.7
 JU3985;SPC NJ       -   243,689.69    202,091.14   sFT  0.99999619   -0 39 13.7
 JU3985;SPC DE       -   166,288.489   190,437.627   MT  0.99999613   -0 04 14.6
 JU3985;SPC DE       -   545,564.82    624,794.11   sFT  0.99999613   -0 04 14.6
 JU3985;UTM  18      - 4,372,164.895   454,615.616   MT  0.99962536   -0 20 08.7
 JU3985
 JU3985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3985!SPC NJ       -   1.00000518  x   0.99999619  =   1.00000137
 JU3985!SPC DE       -   1.00000518  x   0.99999613  =   1.00000131
 JU3985!UTM  18      -   1.00000518  x   0.99962536  =   0.99963054
 JU3985
 JU3985:                Primary Azimuth Mark                     Grid Az
 JU3985:SPC NJ       -  BOUNDARY REF 6 DE NJ                     263 40 40.1
 JU3985:SPC DE       -  BOUNDARY REF 6 DE NJ                     263 05 41.0
 JU3985:UTM  18      -  BOUNDARY REF 6 DE NJ                     263 21 35.1
 JU3985
 JU3985|---------------------------------------------------------------------|
 JU3985| PID    Reference Object                     Distance      Geod. Az  |
 JU3985|                                                           dddmmss.s |
 JU3985| JU3986 BOUNDARY REF 6 DE NJ                APPROX. 1.3 KM 2630126.4 |
 JU3985|---------------------------------------------------------------------|
 JU3985
 JU3985                          SUPERSEDED SURVEY CONTROL
 JU3985
 JU3985  NAD 83(1991)-  39 29 52.45562(N)    075 31 40.21283(W) AD(       ) 3
 JU3985  NAD 83(1986)-  39 29 52.44724(N)    075 31 40.21936(W) AD(       ) 3
 JU3985  NGVD 29 (09/09/88)    1.4    (m)            5.     (f) GPS OBS        
 JU3985
 JU3985.Superseded values are not recommended for survey control.
 JU3985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3985.See file dsdata.txt to determine how the superseded data were derived.
 JU3985
 JU3985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5461672165(NAD 83)
 JU3985_MARKER: DU = BOUNDARY MARKER
 JU3985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3985_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3985_STAMPING: DEL NJ REF 5 1986
 JU3985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3985+STABILITY: SURFACE MOTION
 JU3985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3985+SATELLITE: SATELLITE OBSERVATIONS - 1986
 JU3985
 JU3985  HISTORY     - Date     Condition        Report By
 JU3985  HISTORY     - 1986     MONUMENTED       LOCSUR
 JU3985
 JU3985                          STATION DESCRIPTION
 JU3985
 JU3985'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (JDR)
 JU3985'THE STATION IS LOCATED ON THE EASTERN SHORE OF THE DELAWARE RIVER
 JU3985'ABOUT 200 YARDS SOUTH FO THE MOUTH OF ALLOWAY CREEK ON THE TOP OF AN
 JU3985'EMBANKMENT BETWEEN THE RIVER AND THE MARSH.
 JU3985'
 JU3985'THE MARK IS A 5 INCH SQUARE CONCRETE POST SET 2 INCHES ABOVE THE
 JU3985'GROUND STAMPED---DEL NJ REF 5 1986---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4107 ***********************************************************************
 JU4107  DESIGNATION -  BOUNDARY REF 5 DE NJ
 JU4107  PID         -  JU4107
 JU4107  STATE/COUNTY-  NJ/SALEM
 JU4107  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU4107
 JU4107                         *CURRENT SURVEY CONTROL
 JU4107  ___________________________________________________________________
 JU4107* NAD 83(1996)-  39 29 55.75104(N)    075 31 39.42872(W)     ADJUSTED  
 JU4107* NAVD 88     -         0.3    (meters)       1.     (feet)  VERTCON   
 JU4107  ___________________________________________________________________
 JU4107  X           -   1,231,638.665 (meters)                     COMP
 JU4107  Y           -  -4,771,881.491 (meters)                     COMP
 JU4107  Z           -   4,035,181.657 (meters)                     COMP
 JU4107  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 JU4107  ELLIP HEIGHT-         -32.62  (meters)          (05/14/99) GPS OBS
 JU4107  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JU4107
 JU4107  HORZ ORDER  -  FIRST
 JU4107  ELLP ORDER  -  FOURTH    CLASS I
 JU4107
 JU4107.The horizontal coordinates were established by GPS observations
 JU4107.and adjusted by the National Geodetic Survey in May 1999..
 JU4107
 JU4107.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4107
 JU4107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4107
 JU4107.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4107
 JU4107.The ellipsoidal height was determined by GPS observations
 JU4107.and is referenced to NAD 83.
 JU4107
 JU4107.The geoid height was determined by GEOID03.
 JU4107
 JU4107;                    North         East     Units Scale Factor Converg.
 JU4107;SPC NJ       -    74,378.181    61,617.397   MT  0.99999615   -0 39 13.2
 JU4107;SPC NJ       -   244,022.42    202,156.41   sFT  0.99999615   -0 39 13.2
 JU4107;SPC DE       -   166,390.101   190,456.488   MT  0.99999612   -0 04 14.1
 JU4107;SPC DE       -   545,898.19    624,855.99   sFT  0.99999612   -0 04 14.1
 JU4107;UTM  18      - 4,372,266.382   454,634.940   MT  0.99962534   -0 20 08.2
 JU4107
 JU4107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4107!SPC NJ       -   1.00000512  x   0.99999615  =   1.00000127
 JU4107!SPC DE       -   1.00000512  x   0.99999612  =   1.00000124
 JU4107!UTM  18      -   1.00000512  x   0.99962534  =   0.99963046
 JU4107
 JU4107:                Primary Azimuth Mark                     Grid Az
 JU4107:SPC NJ       -  BOUNDARY REF 6 DE NJ                     259 17 53.7
 JU4107:SPC DE       -  BOUNDARY REF 6 DE NJ                     258 42 54.6
 JU4107:UTM  18      -  BOUNDARY REF 6 DE NJ                     258 58 48.7
 JU4107
 JU4107|---------------------------------------------------------------------|
 JU4107| PID    Reference Object                     Distance      Geod. Az  |
 JU4107|                                                           dddmmss.s |
 JU4107| JU3986 BOUNDARY REF 6 DE NJ                APPROX. 1.3 KM 2583840.5 |
 JU4107|---------------------------------------------------------------------|
 JU4107
 JU4107                          SUPERSEDED SURVEY CONTROL
 JU4107
 JU4107  NAD 83(1991)-  39 29 55.75121(N)    075 31 39.42860(W) AD(       ) 1
 JU4107  ELLIP H (01/27/92)  -32.65   (m)                       GP(       ) 4 1
 JU4107  NAD 83(1986)-  39 29 55.74386(N)    075 31 39.43807(W) AD(       ) 1
 JU4107  NGVD 29 (10/29/90)    0.5    (m)            2.     (f) GPS OBS        
 JU4107
 JU4107.Superseded values are not recommended for survey control.
 JU4107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4107.See file dsdata.txt to determine how the superseded data were derived.
 JU4107
 JU4107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5463572266(NAD 83)
 JU4107_MARKER: U = CONCRETE POST
 JU4107_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JU4107_SP_SET: BURIED IN GROUND
 JU4107_MARK LOGO: TWT   
 JU4107_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JU4107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4107+SATELLITE: SATELLITE OBSERVATIONS - 1989
 JU4107
 JU4107  HISTORY     - Date     Condition        Report By
 JU4107  HISTORY     - 1989     MONUMENTED       TWT
 JU4107
 JU4107                          STATION DESCRIPTION
 JU4107
 JU4107'DESCRIBED BY TWT CONS ENG 1989
 JU4107'LOCATED ON THE EASTERLY SHORELINE OF THE DELAWARE RIVER NEAR THE MOUTH
 JU4107'OF ALLOWAYS CREEK.  TO REACH THE STATION A BOAT MUST BE USED FROM THE
 JU4107'DELAWARE RIVER.  STATION IS LOCATED IN TIDAL MARSHLANDS ON THE NEW
 JU4107'JERSEY SHORELINE AT THE EAST SIDE OF THE COVE WITH ARTIFICIAL ISLAND
 JU4107'AND 152.4 M (500.0 FT) , MORE OR LESS, SOUTH OF THE MOUTH OF ALLOWAYS
 JU4107'CREEK.  STATION MARK IS A STANDARD PRE-FORMED CONCRETE MONUMENT SET IN
 JU4107'THE TIDAL MARSHLAND SOIL 0.1 M (0.3 FT) ABOVE GROUND LEVEL.  STATION
 JU4107'MARK IS NOT STAMPED WITH IDENTIFICATION DISK.  STATION IS WITNESSED
 JU4107'BY A WOOD 2 X 4 PAINTED RED SET ABOVE THE SURROUNDING REEDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3986 ***********************************************************************
 JU3986  DESIGNATION -  BOUNDARY REF 6 DE NJ
 JU3986  PID         -  JU3986
 JU3986  STATE/COUNTY-  NJ/SALEM
 JU3986  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU3986
 JU3986                         *CURRENT SURVEY CONTROL
 JU3986  ___________________________________________________________________
 JU3986* NAD 83(1996)-  39 29 47.50358(N)    075 32 32.41428(W)     ADJUSTED  
 JU3986* NAVD 88     -         1.3    (meters)       4.     (feet)  VERTCON   
 JU3986  ___________________________________________________________________
 JU3986  X           -   1,230,453.414 (meters)                     COMP
 JU3986  Y           -  -4,772,355.175 (meters)                     COMP
 JU3986  Z           -   4,034,986.066 (meters)                     COMP
 JU3986  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 JU3986  ELLIP HEIGHT-         -31.55  (meters)          (05/14/99) GPS OBS
 JU3986  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JU3986
 JU3986  HORZ ORDER  -  FIRST
 JU3986  ELLP ORDER  -  FOURTH    CLASS I
 JU3986
 JU3986.The horizontal coordinates were established by GPS observations
 JU3986.and adjusted by the National Geodetic Survey in May 1999..
 JU3986
 JU3986.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3986
 JU3986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3986
 JU3986.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3986
 JU3986.The ellipsoidal height was determined by GPS observations
 JU3986.and is referenced to NAD 83.
 JU3986
 JU3986.The geoid height was determined by GEOID03.
 JU3986
 JU3986;                    North         East     Units Scale Factor Converg.
 JU3986;SPC NJ       -    74,138.390    60,348.556   MT  0.99999893   -0 39 46.8
 JU3986;SPC NJ       -   243,235.70    197,993.55   sFT  0.99999893   -0 39 46.8
 JU3986;SPC DE       -   166,137.411   189,190.154   MT  0.99999644   -0 04 47.7
 JU3986;SPC DE       -   545,069.16    620,701.36   sFT  0.99999644   -0 04 47.7
 JU3986;UTM  18      - 4,372,019.643   453,367.920   MT  0.99962677   -0 20 41.8
 JU3986
 JU3986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3986!SPC NJ       -   1.00000495  x   0.99999893  =   1.00000388
 JU3986!SPC DE       -   1.00000495  x   0.99999644  =   1.00000139
 JU3986!UTM  18      -   1.00000495  x   0.99962677  =   0.99963172
 JU3986
 JU3986:                Primary Azimuth Mark                     Grid Az
 JU3986:SPC NJ       -  BOUNDARY REF 5 DE NJ                     079 17 53.6
 JU3986:SPC DE       -  BOUNDARY REF 5 DE NJ                     078 42 54.5
 JU3986:UTM  18      -  BOUNDARY REF 5 DE NJ                     078 58 48.6
 JU3986
 JU3986|---------------------------------------------------------------------|
 JU3986| PID    Reference Object                     Distance      Geod. Az  |
 JU3986|                                                           dddmmss.s |
 JU3986| JU4107 BOUNDARY REF 5 DE NJ                APPROX. 1.3 KM 0783806.8 |
 JU3986| JU3985 BOUNDARY REF 5 DE NJ                APPROX. 1.3 KM 0830053.2 |
 JU3986|---------------------------------------------------------------------|
 JU3986
 JU3986                          SUPERSEDED SURVEY CONTROL
 JU3986
 JU3986  NAD 83(1991)-  39 29 47.50376(N)    075 32 32.41412(W) AD(       ) 1
 JU3986  NAD 83(1986)-  39 29 47.49638(N)    075 32 32.42364(W) AD(       ) 1
 JU3986  NAD 83(1986)-  39 29 47.49587(N)    075 32 32.41700(W) AD(       ) 3
 JU3986  NGVD 29 (10/29/90)    1.6    (m)            5.     (f) GPS OBS        
 JU3986
 JU3986.Superseded values are not recommended for survey control.
 JU3986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3986.See file dsdata.txt to determine how the superseded data were derived.
 JU3986
 JU3986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5336872020(NAD 83)
 JU3986_MARKER: DU = BOUNDARY MARKER
 JU3986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3986_SP_SET: SQUARE CONCRETE MONUMENT
 JU3986_STAMPING: DEL NJ REF 6 1986
 JU3986_MARK LOGO: NGS   
 JU3986_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JU3986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3986+STABILITY: SURFACE MOTION
 JU3986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3986+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1989
 JU3986
 JU3986  HISTORY     - Date     Condition        Report By
 JU3986  HISTORY     - 1986     MONUMENTED       LOCSUR
 JU3986  HISTORY     - 1986     GOOD             LOCSUR
 JU3986  HISTORY     - 19890821 GOOD             TWT
 JU3986
 JU3986                          STATION DESCRIPTION
 JU3986
 JU3986'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (JDR)
 JU3986'STATION IS LOCATED ON THE WEST SHORE OF ARTIFICIAL ISLAND.  MONUMENT
 JU3986'IS A 5 X 5 INCH SQUARE WHICH PROTRUDES 4 INCHES.  IT IS 6 FT SOUTH OF
 JU3986'OLD MONUMENT, WHICH PROTRUDES 5.5 INCHES FROM AN IRREGULAR BASE AT
 JU3986'GROUND LEVEL.  THE OLD MONUMENT IS STAMPED---DELAWARE - NEW JERSEY
 JU3986'BOUNDARY 1934---, WITH AN ARROW POINTING NORTH.  THE STATION MARK IS
 JU3986'A NATIONAL GEODETIC SURVEY BOUNDARY REFERENCE DISK.  IT IS 20 FEET
 JU3986'WEST OF TRAIL, AND 10 FEET SOUTHWEST OF WITNESS POST.  MARK IS
 JU3986'STAMPED---DEL NJ REF 6 1986---.
 JU3986'
 JU3986'TO REACH THE STATION FROM THE ADMINISTRATION BUILDING OF THE SALEM
 JU3986'NUCLEAR POWER STATION, PROCEED PAST THE GUARDHOUSE, AROUND THE
 JU3986'COOLING TOWER, TO A FENCE.  FOLLOW FENCE WEST TOWARD THE RIVER.
 JU3986'PASS THROUGH THE GATE IN NORTHWEST CORNER.  FROM THE GATE FOLLOW
 JU3986'TRAIL THROUGH HIGH REEDS FOR 0.9 MILES, JOG LEFT TO CROSS PIPELINE,
 JU3986'AND GO 0.9 MILE TO STATION ON THE LEFT IN A SMALL CLEARING.
 JU3986
 JU3986                          STATION RECOVERY (1986)
 JU3986
 JU3986'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986
 JU3986'RECOVERED IN GOOD CONDITION.
 JU3986
 JU3986                          STATION RECOVERY (1989)
 JU3986
 JU3986'RECOVERY NOTE BY TWT CONS ENG 1989
 JU3986'LOCATED 0.4 KM (0.2 MI) SOUTH OF THE NORTHERLY TIP OF ARTIFICIAL
 JU3986'ISLAND ON THE EASTERLY SHORELINE OF THE DELAWARE RIVER.  TO REACH THE
 JU3986'STATION FROM HANCOCKS BRIDGE GO SOUTHWESTERLY 8.4 KM (5.2 MI) ALONG
 JU3986'THE ENTRANCE ROAD TO THE HOPE CREEK NUCLEAR PLANT.  TRAVEL THROUGH TO
 JU3986'THE REAR NORTHWEST CORNER OF THE COMPLEX BEHIND THE COOLING TOWER TO
 JU3986'A DIRT ROAD RUNNING NORTH ALONG THE DELAWARE RIVER.  GO NORTHERLY
 JU3986'1.45 KM (0.90 MI) ALONG THE DIRT ROAD TO A JOG TO THE LEFT AROUND AN
 JU3986'IRON DREDGING PIPE.  PROCEED NORTHERLY ALONG THE DIRT ROAD 1.45 KM
 JU3986'(0.90 MI) TO STATION ON LEFT AS DESCRIBED.  STATION MARK IS STAMPED NJ
 JU3986'REF 6 1986 IS A STANDARD ALUMINUM DISK SET IN A PRE-FORMED CONCRETE
 JU3986'MONUMENT.  THE MONUMENT IS SET IN POURED CONCRETE 1.0 M (3.3 FT) IN
 JU3986'DEPTH AND SET 0.1 M (0.3 FT) ABOVE GROUND LEVEL.  STATION IS MEASURED
 JU3986'4.57 M (14.99 FT) WEST OF THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3332 ***********************************************************************
 JU3332  DESIGNATION -  BOUNDARY REF MONUMENT 1 1934
 JU3332  PID         -  JU3332
 JU3332  STATE/COUNTY-  NJ/GLOUCESTER
 JU3332  USGS QUAD   -  MARCUS HOOK (1993)
 JU3332
 JU3332                         *CURRENT SURVEY CONTROL
 JU3332  ___________________________________________________________________
 JU3332* NAD 83(1996)-  39 47 43.62384(N)    075 24 14.73637(W)     ADJUSTED  
 JU3332* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 JU3332  ___________________________________________________________________
 JU3332  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 JU3332  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JU3332
 JU3332  HORZ ORDER  -  THIRD
 JU3332
 JU3332.The horizontal coordinates were established by classical geodetic methods
 JU3332.and adjusted by the National Geodetic Survey in September 1999..
 JU3332
 JU3332.The orthometric height was scaled from a topographic map.
 JU3332
 JU3332.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3332
 JU3332.The geoid height was determined by GEOID03.
 JU3332
 JU3332;                    North         East     Units Scale Factor Converg.
 JU3332;SPC NJ       -   107,196.072    72,573.261   MT  0.99997378   -0 34 43.3
 JU3332;SPC NJ       -   351,692.45    238,100.77   sFT  0.99997378   -0 34 43.3
 JU3332;SPC DE       -   199,318.476   201,076.868   MT  0.99999501   +0 00 29.0
 JU3332;SPC DE       -   653,930.70    659,699.69   sFT  0.99999501   +0 00 29.0
 JU3332;UTM  18      - 4,405,132.775   465,403.952   MT  0.99961473   -0 15 31.1
 JU3332
 JU3332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3332!SPC NJ       -   1.00000475  x   0.99997378  =   0.99997853
 JU3332!SPC DE       -   1.00000475  x   0.99999501  =   0.99999976
 JU3332!UTM  18      -   1.00000475  x   0.99961473  =   0.99961948
 JU3332
 JU3332                          SUPERSEDED SURVEY CONTROL
 JU3332
 JU3332  NAD 83(1991)-  39 47 43.62382(N)    075 24 14.73625(W) AD(       ) 3
 JU3332  NAD 83(1986)-  39 47 43.61957(N)    075 24 14.73888(W) AD(       ) 3
 JU3332  NAD 27      -  39 47 43.21100(N)    075 24 16.04700(W) AD(       ) 3
 JU3332
 JU3332.Superseded values are not recommended for survey control.
 JU3332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3332.See file dsdata.txt to determine how the superseded data were derived.
 JU3332
 JU3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6540405133(NAD 83)
 JU3332_MARKER: V = STONE MONUMENT
 JU3332_SETTING: 0 = UNSPECIFIED SETTING
 JU3332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3332
 JU3332  HISTORY     - Date     Condition        Report By
 JU3332  HISTORY     - 1934     MONUMENTED       CGS
 JU3332  HISTORY     - 1946     GOOD             CGS
 JU3332
 JU3332                          STATION DESCRIPTION
 JU3332
 JU3332'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JHB)
 JU3332'ON THE EASTERN SHORE OF THE DELAWARE RIVER, ACROSS THE RIVER FROM
 JU3332'MARCUS HOOK, PENNSYLVANIA, ABOUT 5 MILES N OF PENNS GROVE, NEW
 JU3332'JERSEY, AND ABOUT 1/4 MILE W OF THE FARMHOUSE OF MIKE BORELLI,
 JU3332'FORMERLY KNOWN AS COOKS FARM.  THE MONUMENT IS SET IN THE TOP OF
 JU3332'THE DIKE ALONG THE RIVER, ABOUT 10 FEET E OF THE HIGH WATER LINE
 JU3332'AND ABOUT 125 YARDS SW OF A RIGHT-ANGLED TURN IN THE DIKE.  THE
 JU3332'MONUMENT IS 0.91 METER SW OF TRIANGULATION STATION FILL.
 JU3332'
 JU3332'TO REACH THE MONUMENT FROM PENNS GROVE, NEW JERSEY, GO N ON
 JU3332'ROUTE 44 TO THE BRIDGE OVER OLDMANS CREEK, THEN CONTINUE 0.6 MILE
 JU3332'N ON THE SAME ROAD.  TURN LEFT HERE AND FOLLOW A DIRT FARM ROAD
 JU3332'TO THE FARMHOUSE OF MIKE BORELLI, THEN WALK ALONG THE TOP OF THE
 JU3332'DIKE AROUND THE DISPOSAL AREA OF THE U.S. ARMY ENGINEERS TO THE
 JU3332'MONUMENT.  THE MONUMENT PROJECTS 3-1/2 FEET ABOVE THE GROUND, IS
 JU3332'BUILT OF CONCRETE, AND HAS A DELAWARE-NEW JERSEY BOUNDARY
 JU3332'TABLET IN THE TOP.
 JU3332
 JU3332                          STATION RECOVERY (1946)
 JU3332
 JU3332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3332'STATION RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE EXCEPT FOR
 JU3332'THE FOLLOWING CHANGE--
 JU3332'
 JU3332'CHANGE-10 FEET E OF HIGH WATER TO - 3 FEET E OF HIGH WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3421 ***********************************************************************
 JU3421  DESIGNATION -  BOUNDARY REF MONUMENT 5
 JU3421  PID         -  JU3421
 JU3421  STATE/COUNTY-  NJ/SALEM
 JU3421  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU3421
 JU3421                         *CURRENT SURVEY CONTROL
 JU3421  ___________________________________________________________________
 JU3421* NAD 83(1996)-  39 29 53.13406(N)    075 31 40.27272(W)     ADJUSTED  
 JU3421* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3421  ___________________________________________________________________
 JU3421  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 JU3421  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JU3421
 JU3421  HORZ ORDER  -  THIRD
 JU3421
 JU3421.The horizontal coordinates were established by classical geodetic methods
 JU3421.and adjusted by the National Geodetic Survey in September 1999..
 JU3421
 JU3421.The orthometric height was scaled from a topographic map.
 JU3421
 JU3421.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3421
 JU3421.The geoid height was determined by GEOID03.
 JU3421
 JU3421;                    North         East     Units Scale Factor Converg.
 JU3421;SPC NJ       -    74,297.708    61,596.312   MT  0.99999619   -0 39 13.7
 JU3421;SPC NJ       -   243,758.40    202,087.23   sFT  0.99999619   -0 39 13.7
 JU3421;SPC DE       -   166,309.418   190,436.223   MT  0.99999613   -0 04 14.6
 JU3421;SPC DE       -   545,633.48    624,789.51   sFT  0.99999613   -0 04 14.6
 JU3421;UTM  18      - 4,372,185.823   454,614.309   MT  0.99962536   -0 20 08.7
 JU3421
 JU3421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3421!SPC NJ       -   1.00000515  x   0.99999619  =   1.00000134
 JU3421!SPC DE       -   1.00000515  x   0.99999613  =   1.00000128
 JU3421!UTM  18      -   1.00000515  x   0.99962536  =   0.99963051
 JU3421
 JU3421                          SUPERSEDED SURVEY CONTROL
 JU3421
 JU3421  NAD 83(1991)-  39 29 53.13406(N)    075 31 40.27270(W) AD(       ) 3
 JU3421  NAD 83(1986)-  39 29 53.12563(N)    075 31 40.28193(W) AD(       ) 3
 JU3421  NAD 27      -  39 29 52.71800(N)    075 31 41.55500(W) AD(       ) 3
 JU3421
 JU3421.Superseded values are not recommended for survey control.
 JU3421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3421.See file dsdata.txt to determine how the superseded data were derived.
 JU3421
 JU3421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5461472186(NAD 83)
 JU3421_MARKER: Z = SEE DESCRIPTION
 JU3421_SETTING: 0 = UNSPECIFIED SETTING
 JU3421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3421
 JU3421  HISTORY     - Date     Condition        Report By
 JU3421  HISTORY     - 1934     MONUMENTED       LOCSUR
 JU3421  HISTORY     - 1946     GOOD             CGS
 JU3421
 JU3421                          STATION DESCRIPTION
 JU3421
 JU3421'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934 (JHB)
 JU3421'ON THE EASTERN SHORE OF THE DELAWARE RIVER, ABOUT 200 YARDS S OF
 JU3421'THE MOUTH OF ALLOWAY CREEK, ON THE TOP OF THE EMBANKMENT BETWEEN
 JU3421'THE RIVER AND THE MARSH AND ABOUT 8 FEET E OF THE W EDGE OF THE
 JU3421'EMBANKMENT.  TRIANGULATION STATION CREEK IS 12.22 METERS SW OF
 JU3421'THE MONUMENT.
 JU3421'
 JU3421'THE MONUMENT IS BUILT OF CONCRETE, PROJECTS ABOUT 3-1/2 FEET
 JU3421'ABOVE THE SURFACE OF THE GROUND AND HAS A DELAWARE-NEW JERSEY
 JU3421'BOUNDARY TABLET SET IN THE TOP.
 JU3421
 JU3421                          STATION RECOVERY (1946)
 JU3421
 JU3421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3421'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4172 ***********************************************************************
 KV4172  DESIGNATION -  BOX
 KV4172  PID         -  KV4172
 KV4172  STATE/COUNTY-  NJ/BERGEN
 KV4172  USGS QUAD   -  ORANGE (1981)
 KV4172
 KV4172                         *CURRENT SURVEY CONTROL
 KV4172  ___________________________________________________________________
 KV4172* NAD 83(1996)-  40 47 54.61339(N)    074 08 14.46244(W)     ADJUSTED  
 KV4172* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4172  ___________________________________________________________________
 KV4172  LAPLACE CORR-           6.19  (seconds)                    DEFLEC99
 KV4172  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KV4172
 KV4172  HORZ ORDER  -  THIRD
 KV4172
 KV4172.The horizontal coordinates were established by classical geodetic methods
 KV4172.and adjusted by the National Geodetic Survey in September 1999..
 KV4172
 KV4172.The orthometric height was scaled from a topographic map.
 KV4172
 KV4172.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4172
 KV4172.The geoid height was determined by GEOID03.
 KV4172
 KV4172;                    North         East     Units Scale Factor Converg.
 KV4172;SPC NJ       -   218,236.524   180,601.268   MT  0.99991152   +0 14 13.0
 KV4172;SPC NJ       -   715,997.66    592,522.66   sFT  0.99991152   +0 14 13.0
 KV4172;SPC NY L     -    70,172.181   288,408.914   MT  0.99999530   -0 05 23.4
 KV4172;SPC NY L     -   230,223.23    946,221.58   sFT  0.99999530   -0 05 23.4
 KV4172;UTM  18      - 4,516,747.418   572,771.029   MT  0.99966518   +0 33 49.2
 KV4172
 KV4172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4172!SPC NJ       -   1.00000463  x   0.99991152  =   0.99991615
 KV4172!SPC NY L     -   1.00000463  x   0.99999530  =   0.99999993
 KV4172!UTM  18      -   1.00000463  x   0.99966518  =   0.99966981
 KV4172
 KV4172:                Primary Azimuth Mark                     Grid Az
 KV4172:SPC NJ       -  SPIRE                                    215 57 42.8
 KV4172:SPC NY L     -  SPIRE                                    216 17 19.2
 KV4172:UTM  18      -  SPIRE                                    215 38 06.6
 KV4172
 KV4172|---------------------------------------------------------------------|
 KV4172| PID    Reference Object                     Distance      Geod. Az  |
 KV4172|                                                           dddmmss.s |
 KV4172| KV4162 SPIRE                               APPROX. 1.6 KM 2161155.8 |
 KV4172| KV4135 BELLEVILLE NEALY WIRE WKS CHIM      APPROX. 0.8 KM 2314342.1 |
 KV4172| CB5717 BOX RM 2                             10.973 METERS 24105     |
 KV4172| KV4169 RESERVOIR                           123.623 METERS 28320     |
 KV4172| CB5716 BOX RM 1                             11.396 METERS 32010     |
 KV4172| KV4178 SEWER                               APPROX. 0.5 KM 3293254.2 |
 KV4172| KV4177 SOUTH ISLAND                        487.442 METERS 3434156.7 |
 KV4172|---------------------------------------------------------------------|
 KV4172
 KV4172                          SUPERSEDED SURVEY CONTROL
 KV4172
 KV4172  NAD 83(1996)-  40 47 54.61316(N)    074 08 14.46272(W) AD(       ) 3
 KV4172  NAD 83(1986)-  40 47 54.61044(N)    074 08 14.46947(W) AD(       ) 3
 KV4172  NAD 27      -  40 47 54.23700(N)    074 08 15.93800(W) AD(       ) 3
 KV4172
 KV4172.Superseded values are not recommended for survey control.
 KV4172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4172.See file dsdata.txt to determine how the superseded data were derived.
 KV4172
 KV4172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7277116747(NAD 83)
 KV4172_MARKER: DS = TRIANGULATION STATION DISK
 KV4172_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4172_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4172
 KV4172  HISTORY     - Date     Condition        Report By
 KV4172  HISTORY     - 1913     MONUMENTED       CGS
 KV4172  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4172
 KV4172                          STATION DESCRIPTION
 KV4172
 KV4172'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4172'STATION IS ON THE E BANK OF PASSAIC RIVER ABOUT 3/4 MILE ABOVE
 KV4172'THE OLD JERSEY CITY PUMPING STATION AND DIRECTLY OPPOSITE THE
 KV4172'NORTHERNMOST RESERVOIR OF THE NEWARK WATER WORKS.  THE STATION IS
 KV4172'ON PROPERTY MANAGED BY J.E. GARABRANT AND COMPANY OF NEWARK, AND
 KV4172'IS ABOUT 10 METERS FROM SHORE AND 13 METERS W OF THE CENTER OF
 KV4172'THE SHORE ROAD.  IT IS MARKED BY A C. AND G.S. STANDARD BRASS
 KV4172'DISK CEMENTED IN THE TOP OF A 4-INCH TILE PIPE AND SUNK TO THE
 KV4172'GROUND LEVEL.  THE SUBSURFACE MARK IS A BURIED BOTTLE SET
 KV4172'IN CONCRETE.  TWO REFERENCE MARKS, EACH A COPPER NAIL IN
 KV4172'CONCRETE CONTAINED IN A 4-INCH TILE PIPE AND SUNK TO THE
 KV4172'SURFACE LEVEL, ARE PLACED RESPECTIVELY 37.39 FEET N 29 DEG W
 KV4172'AND 36.0 FEET S 72 DEG W FROM THE STATION.
 KV4172
 KV4172                          STATION RECOVERY (1933)
 KV4172
 KV4172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4172'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2840 ***********************************************************************
 JU2840  DESIGNATION -  BOY
 JU2840  PID         -  JU2840
 JU2840  STATE/COUNTY-  NJ/CAPE MAY
 JU2840  USGS QUAD   -  OCEAN CITY (1994)
 JU2840
 JU2840                         *CURRENT SURVEY CONTROL
 JU2840  ___________________________________________________________________
 JU2840* NAD 83(1996)-  39 16 03.55250(N)    074 37 02.25699(W)     ADJUSTED  
 JU2840* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2840  ___________________________________________________________________
 JU2840  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 JU2840  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 JU2840
 JU2840  HORZ ORDER  -  THIRD
 JU2840
 JU2840.The horizontal coordinates were established by classical geodetic methods
 JU2840.and adjusted by the National Geodetic Survey in September 1999..
 JU2840
 JU2840.The orthometric height was scaled from a topographic map.
 JU2840
 JU2840.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2840
 JU2840.The geoid height was determined by GEOID03.
 JU2840
 JU2840;                    North         East     Units Scale Factor Converg.
 JU2840;SPC NJ       -    48,218.414   139,878.679   MT  0.99990126   -0 04 27.3
 JU2840;SPC NJ       -   158,196.58    458,918.63   sFT  0.99990126   -0 04 27.3
 JU2840;UTM  18      - 4,346,548.848   533,014.052   MT  0.99961342   +0 14 32.0
 JU2840
 JU2840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2840!SPC NJ       -   1.00000533  x   0.99990126  =   0.99990659
 JU2840!UTM  18      -   1.00000533  x   0.99961342  =   0.99961875
 JU2840
 JU2840:                Primary Azimuth Mark                     Grid Az
 JU2840:SPC NJ       -  PECK                                     249 47 42.1
 JU2840:UTM  18      -  PECK                                     249 28 42.8
 JU2840
 JU2840|---------------------------------------------------------------------|
 JU2840| PID    Reference Object                     Distance      Geod. Az  |
 JU2840|                                                           dddmmss.s |
 JU2840| JU2867 PECK                                APPROX. 2.2 KM 2494314.8 |
 JU2840| CB1295 BOY RM 1                             19.007 METERS 27556     |
 JU2840|---------------------------------------------------------------------|
 JU2840
 JU2840                          SUPERSEDED SURVEY CONTROL
 JU2840
 JU2840  NAD 83(1986)-  39 16 03.53421(N)    074 37 02.25789(W) AD(       ) 3
 JU2840  NAD 27      -  39 16 03.11900(N)    074 37 03.69200(W) AD(       ) 3
 JU2840
 JU2840.Superseded values are not recommended for survey control.
 JU2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2840.See file dsdata.txt to determine how the superseded data were derived.
 JU2840
 JU2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3301446549(NAD 83)
 JU2840_MARKER: DS = TRIANGULATION STATION DISK
 JU2840_SETTING: 0 = UNSPECIFIED SETTING
 JU2840
 JU2840  HISTORY     - Date     Condition        Report By
 JU2840  HISTORY     - 1936     MONUMENTED       CGS
 JU2840  HISTORY     - 1950     GOOD             CGS
 JU2840  HISTORY     - 1971     GOOD             NGS
 JU2840
 JU2840                          STATION DESCRIPTION
 JU2840
 JU2840'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2840'LOCATED IN PECK BAY ON THE FIRST SMALL ISLAND ON THE W SIDE OF
 JU2840'THE DREDGED CHANNEL TO THE N OF THE HIGHWAY BRIDGE CONNECTING
 JU2840'PECK BEACH AND THE MAINLAND.
 JU2840'
 JU2840'STATION IS 130 FEET FROM THE NORTHEASTERN TIP OF THE ISLAND AND
 JU2840'52 FEET INSHORE FROM THE CHANNEL.  IT IS MARKED BY A STANDARD
 JU2840'DISK STAMPED BOY - 1936 SET IN TOP OF AN 8-INCH CONCRETE FILLED
 JU2840'TILE WHICH PROJECTS 10 INCHES ABOVE GROUND.
 JU2840'
 JU2840'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED NO.1 - BOY - 1936
 JU2840'SET IN TOP OF AN 8-INCH CONCRETE FILLED TILE WHICH PROJECTS 8
 JU2840'INCHES ABOVE GROUND.
 JU2840
 JU2840                          STATION RECOVERY (1950)
 JU2840
 JU2840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2840'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 JU2840'CONDITION.  THE DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH
 JU2840'A STEEL TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION
 JU2840'IS ADEQUATE AND CORRECT.
 JU2840
 JU2840                          STATION RECOVERY (1971)
 JU2840
 JU2840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU2840'THE STATION MARK WAS RECOVERED AS DESCRIBED IN GOOD
 JU2840'CONDITION.  THE REFERENCE MARK WAS NOT FOUND.
 JU2840'
 JU2840'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2840'2 MILES SW OF OCEAN CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5203 ***********************************************************************
 AI5203  DESIGNATION -  BRAD
 AI5203  PID         -  AI5203
 AI5203  STATE/COUNTY-  NJ/MONMOUTH
 AI5203  USGS QUAD   -  ASBURY PARK (1989)
 AI5203
 AI5203                         *CURRENT SURVEY CONTROL
 AI5203  ___________________________________________________________________
 AI5203* NAD 83(1996)-  40 12 10.32662(N)    074 00 22.34629(W)     ADJUSTED  
 AI5203* NAVD 88     -         8.1    (meters)      27.     (feet)  VERTCON   
 AI5203  ___________________________________________________________________
 AI5203  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AI5203  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 AI5203
 AI5203  HORZ ORDER  -  THIRD
 AI5203
 AI5203.The horizontal coordinates were established by classical geodetic methods
 AI5203.and adjusted by the National Geodetic Survey in May 2000..
 AI5203
 AI5203.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI5203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI5203
 AI5203.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5203
 AI5203.The geoid height was determined by GEOID03.
 AI5203
 AI5203;                    North         East     Units Scale Factor Converg.
 AI5203;SPC NJ       -   152,154.912   192,037.696   MT  0.99992175   +0 19 07.5
 AI5203;SPC NJ       -   499,194.91    630,043.67   sFT  0.99992175   +0 19 07.5
 AI5203;UTM  18      - 4,450,747.537   584,578.990   MT  0.99968806   +0 38 29.5
 AI5203
 AI5203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5203!SPC NJ       -   1.00000388  x   0.99992175  =   0.99992563
 AI5203!UTM  18      -   1.00000388  x   0.99968806  =   0.99969193
 AI5203
 AI5203                          SUPERSEDED SURVEY CONTROL
 AI5203
 AI5203  NGVD 29 (05/18/00)    8.5    (m)           28.     (f) VERT ANG       
 AI5203
 AI5203.Superseded values are not recommended for survey control.
 AI5203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5203.See file dsdata.txt to determine how the superseded data were derived.
 AI5203
 AI5203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8457950748(NAD 83)
 AI5203_MARKER: DD = SURVEY DISK
 AI5203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5203_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5203+STABILITY: SURFACE MOTION
 AI5203
 AI5203  HISTORY     - Date     Condition        Report By
 AI5203  HISTORY     - 1988     MONUMENTED       NOSAMC
 AI5203
 AI5203                          STATION DESCRIPTION
 AI5203
 AI5203'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5203'THE STATION IS LOCATED IN BRADLEY BEACH, N.J. ALONG THE SHORE AND ON
 AI5203'THE ROOF OF THE BRADLEY BEACH PAVILLION JUST EAST OF THE MUNICIPAL
 AI5203'SWIMMING POOL AND ABOVE THE SNACK BAR EAST OF THE BOARDWALK, IT IS
 AI5203'NEAR THE NE CORNER OF THE ROOF, SOUTH OF THE EXTERNAL CENTER LINE OF
 AI5203'MCCABE AVE. THE STATION MARK IS A STANDARD NOS BRONZE DISK
 AI5203'STAMPED---BRAD 1988 EPOXIED FLUSH TO THE TAR SURFACE OF THE ROOF. IT
 AI5203'IS LOCATED 1.160 M. (3.81 FT) S OF THE N INSIDE EDGE OF THE ROOF.
 AI5203'1.200 M, (3.94 FT) N OF THE E INSIDE EDGE OF THE ROOF. 19.4 M  (63.65
 AI5203'FT) N OF THE S INSIDE EDGE OF THE ROOF, 8.2 M. (26.90 FT) ENE OF THE
 AI5203'NE EDGE OF AN ALUMINUM VENTILATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5141 ***********************************************************************
 KV5141  DESIGNATION -  BRADLEY BEACH CH OF ASCENSION
 KV5141  PID         -  KV5141
 KV5141  STATE/COUNTY-  NJ/MONMOUTH
 KV5141  USGS QUAD   -  ASBURY PARK (1989)
 KV5141
 KV5141                         *CURRENT SURVEY CONTROL
 KV5141  ___________________________________________________________________
 KV5141* NAD 83(1996)-  40 12 08.70410(N)    074 00 53.96713(W)     ADJUSTED  
 KV5141* NAVD 88     -                                                        
 KV5141  ___________________________________________________________________
 KV5141  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 KV5141  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV5141
 KV5141  HORZ ORDER  -  THIRD
 KV5141
 KV5141.The horizontal coordinates were established by classical geodetic methods
 KV5141.and adjusted by the National Geodetic Survey in September 1999..
 KV5141
 KV5141
 KV5141.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5141
 KV5141.The geoid height was determined by GEOID03.
 KV5141
 KV5141;                    North         East     Units Scale Factor Converg.
 KV5141;SPC NJ       -   152,100.749   191,290.202   MT  0.99992098   +0 18 47.1
 KV5141;SPC NJ       -   499,017.21    627,591.27   sFT  0.99992098   +0 18 47.1
 KV5141;UTM  18      - 4,450,689.177   583,831.988   MT  0.99968651   +0 38 09.1
 KV5141
 KV5141                          SUPERSEDED SURVEY CONTROL
 KV5141
 KV5141  NAD 83(1986)-  40 12 08.70281(N)    074 00 53.96163(W) AD(       ) 4
 KV5141  NAD 27      -  40 12 08.29600(N)    074 00 55.46600(W) AD(       ) 3
 KV5141
 KV5141.Superseded values are not recommended for survey control.
 KV5141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5141.See file dsdata.txt to determine how the superseded data were derived.
 KV5141
 KV5141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8383250689(NAD 83)
 KV5141_MARKER: 91 = CHURCH CROSS
 KV5141
 KV5141  HISTORY     - Date     Condition        Report By
 KV5141  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5141  HISTORY     - 1962     GOOD             CGS
 KV5141  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV5141
 KV5141                          STATION DESCRIPTION
 KV5141
 KV5141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5141'STATION IS THE CENTER OF THE LARGE WHITE STONE CROSS ON THE
 KV5141'N SIDE OF THE TOP OF THE SQUARE GRAY STONE TOWER OF THE CHURCH
 KV5141'OF THE ASCENSION AT BRADLEY BEACH, NEW JERSEY AND IS LOCATED
 KV5141'AT INTERSECTION OF FLETCHER LAKE AND BRINLEY AVENUES.
 KV5141
 KV5141                          STATION RECOVERY (1962)
 KV5141
 KV5141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5141'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV5141
 KV5141                          STATION RECOVERY (1984)
 KV5141
 KV5141'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5141'STATION FOUND GOOD.
 KV5141'
 KV5141'STONE CROSS HAS BEEN REPLACED BY A WOODEN CROSS PAINTED GOLD.  PAINT
 KV5141'IS FADING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5140 ***********************************************************************
 KV5140  DESIGNATION -  BRADLEY BEACH ME CHURCH FINIAL
 KV5140  PID         -  KV5140
 KV5140  STATE/COUNTY-  NJ/MONMOUTH
 KV5140  USGS QUAD   -  ASBURY PARK (1989)
 KV5140
 KV5140                         *CURRENT SURVEY CONTROL
 KV5140  ___________________________________________________________________
 KV5140* NAD 83(1996)-  40 12 11.08595(N)    074 00 44.88621(W)     ADJUSTED  
 KV5140* NAVD 88     -                                                        
 KV5140  ___________________________________________________________________
 KV5140  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 KV5140  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV5140
 KV5140  HORZ ORDER  -  THIRD
 KV5140
 KV5140.The horizontal coordinates were established by classical geodetic methods
 KV5140.and adjusted by the National Geodetic Survey in September 1999..
 KV5140
 KV5140
 KV5140.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5140
 KV5140.The geoid height was determined by GEOID03.
 KV5140
 KV5140;                    North         East     Units Scale Factor Converg.
 KV5140;SPC NJ       -   152,175.384   191,504.545   MT  0.99992120   +0 18 52.9
 KV5140;SPC NJ       -   499,262.07    628,294.49   sFT  0.99992120   +0 18 52.9
 KV5140;UTM  18      - 4,450,765.001   584,045.857   MT  0.99968695   +0 38 15.0
 KV5140
 KV5140                          SUPERSEDED SURVEY CONTROL
 KV5140
 KV5140  NAD 83(1986)-  40 12 11.08453(N)    074 00 44.88082(W) AD(       ) 4
 KV5140  NAD 27      -  40 12 10.68000(N)    074 00 46.38400(W) AD(       ) 3
 KV5140
 KV5140.Superseded values are not recommended for survey control.
 KV5140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5140.See file dsdata.txt to determine how the superseded data were derived.
 KV5140
 KV5140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8404650765(NAD 83)
 KV5140_MARKER: 90 = CHURCH SPIRE
 KV5140
 KV5140  HISTORY     - Date     Condition        Report By
 KV5140  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5140  HISTORY     - 1962     GOOD             CGS
 KV5140  HISTORY     - 1984     GOOD             USPSQD
 KV5140  HISTORY     - 19920809 GOOD             USPSQD
 KV5140
 KV5140                          STATION DESCRIPTION
 KV5140
 KV5140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5140'STATION IS THE FINIAL ON THE RED SPIRE OF THE FIRST METHODIST
 KV5140'EPISCOPAL CHURCH OF BRADLEY BEACH, LOCATED ON SE CORNER OF
 KV5140'INTERSECTION OF MADISON AND LA REINE AVENUES IN BRADLEY BEACH,
 KV5140'NEW JERSEY.  THE FINIAL OF THE SPIRE IS APPROXIMATELY 35 FEET
 KV5140'ABOVE THE STREET.
 KV5140
 KV5140                          STATION RECOVERY (1962)
 KV5140
 KV5140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5140'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KV5140
 KV5140                          STATION RECOVERY (1984)
 KV5140
 KV5140'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5140'STATION FOUND GOOD.
 KV5140'
 KV5140'RECOVERED AS SPECIFIED IN HORIZONTAL DATA.
 KV5140
 KV5140                          STATION RECOVERY (1992)
 KV5140
 KV5140'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2624 ***********************************************************************
 LY2624  DESIGNATION -  BRANCHVILLE NORMANOCK LOT
 LY2624  PID         -  LY2624
 LY2624  STATE/COUNTY-  NJ/SUSSEX
 LY2624  USGS QUAD   -  CULVERS GAP (1997)
 LY2624
 LY2624                         *CURRENT SURVEY CONTROL
 LY2624  ___________________________________________________________________
 LY2624* NAD 83(1996)-  41 11 16.37760(N)    074 45 59.36119(W)     ADJUSTED  
 LY2624* NAVD 88     -                                                        
 LY2624  ___________________________________________________________________
 LY2624  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 LY2624  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LY2624
 LY2624  HORZ ORDER  -  THIRD
 LY2624
 LY2624.The horizontal coordinates were established by classical geodetic methods
 LY2624.and adjusted by the National Geodetic Survey in September 1999..
 LY2624
 LY2624
 LY2624.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2624
 LY2624.The geoid height was determined by GEOID03.
 LY2624
 LY2624;                    North         East     Units Scale Factor Converg.
 LY2624;SPC NJ       -   261,445.159   127,644.894   MT  0.99990615   -0 10 31.8
 LY2624;SPC NJ       -   857,757.99    418,781.62   sFT  0.99990615   -0 10 31.8
 LY2624;SPC PA N     -   117,720.270   850,245.772   MT  0.99996482   +1 58 25.4
 LY2624;SPC PA N     -   386,220.59  2,789,514.67   sFT  0.99996482   +1 58 25.4
 LY2624;UTM  18      - 4,559,640.440   519,582.749   MT  0.99960472   +0 09 13.6
 LY2624
 LY2624                          SUPERSEDED SURVEY CONTROL
 LY2624
 LY2624  NAD 83(1996)-  41 11 16.37715(N)    074 45 59.36151(W) AD(       ) 4
 LY2624  NAD 83(1986)-  41 11 16.37737(N)    074 45 59.36131(W) AD(       ) 4
 LY2624  NAD 27      -  41 11 16.03600(N)    074 46 00.76000(W) AD(       ) 3
 LY2624
 LY2624.Superseded values are not recommended for survey control.
 LY2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2624.See file dsdata.txt to determine how the superseded data were derived.
 LY2624
 LY2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1958359640(NAD 83)
 LY2624
 LY2624  HISTORY     - Date     Condition        Report By
 LY2624  HISTORY     - 1942     MONUMENTED       CGS
 LY2624  HISTORY     - 1954     SEE DESCRIPTION  USGS
 LY2624
 LY2624                          STATION DESCRIPTION
 LY2624
 LY2624'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2624'THIS INTERSECTION STATION IS THE NORMANOCK LOOKOUT TOWER WHICH
 LY2624'IS ON A HIGH RIDGE ABOUT 3.5 MILES WNW OF THE TOWN OF
 LY2624'BRANCHVILLE, OVERLOOKING CULVERS GAP.  IT IS A 4-LEGGED STEEL
 LY2624'STRUCTURE ABOUT 40 FEET HIGH WITH A GLASS ENCLOSED CAB ON THE
 LY2624'TOP.  IT IS OWNED AND OPERATED BY THE NEW JERSEY CONSERVATION
 LY2624'DEPARTMENT.  THE APEX OF THE ROOF WAS THE POINT OBSERVED
 LY2624'UPON.  THIS STATION WAS NOT VISITED.
 LY2624
 LY2624                          STATION RECOVERY (1954)
 LY2624
 LY2624'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LY2624'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1313 ***********************************************************************
 HU1313  DESIGNATION -  BRANDYWINE SHOALS LIGHTHOUSE
 HU1313  PID         -  HU1313
 HU1313  STATE/COUNTY-  NJ/CAPE MAY
 HU1313  USGS QUAD   -  CAPE HENLOPEN (1991)
 HU1313
 HU1313                         *CURRENT SURVEY CONTROL
 HU1313  ___________________________________________________________________
 HU1313* NAD 83(1996)-  38 59 10.44896(N)    075 06 47.46557(W)     ADJUSTED  
 HU1313* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HU1313  ___________________________________________________________________
 HU1313  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 HU1313  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 HU1313
 HU1313  HORZ ORDER  -  THIRD
 HU1313
 HU1313.The horizontal coordinates were established by classical geodetic methods
 HU1313.and adjusted by the National Geodetic Survey in September 1999..
 HU1313
 HU1313.The orthometric height was scaled from a topographic map.
 HU1313
 HU1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1313
 HU1313.The geoid height was determined by GEOID03.
 HU1313
 HU1313;                    North         East     Units Scale Factor Converg.
 HU1313;SPC NJ       -    17,151.427    96,876.808   MT  0.99993474   -0 23 08.8
 HU1313;SPC NJ       -    56,270.97    317,836.66   sFT  0.99993474   -0 23 08.8
 HU1313;UTM  18      - 4,315,255.251   490,197.223   MT  0.99960118   -0 04 16.4
 HU1313
 HU1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1313!SPC NJ       -   1.00000543  x   0.99993474  =   0.99994016
 HU1313!UTM  18      -   1.00000543  x   0.99960118  =   0.99960660
 HU1313
 HU1313:                Primary Azimuth Mark                     Grid Az
 HU1313:SPC NJ       -  NEW TANK                                 092 22 45.7
 HU1313:UTM  18      -  NEW TANK                                 092 03 53.3
 HU1313
 HU1313|---------------------------------------------------------------------|
 HU1313| PID    Reference Object                     Distance      Geod. Az  |
 HU1313|                                                           dddmmss.s |
 HU1313| HU1296 NEW TANK                            APPROX.13.9 KM 0915936.9 |
 HU1313| HU1284 CAPE MAY NAVAL BASE TANK            APPROX.20.2 KM 1020823.4 |
 HU1313| HU1297 CAPE MAY FLAT TOP WATER TANK        APPROX.16.9 KM 1054303.5 |
 HU1313| HU1298 CAPE MAY STEEL STACK                APPROX.17.6 KM 1081130.6 |
 HU1313| HU1289 WRECK OF CONCRETE SHIP STACK        APPROX.13.1 KM 1104734.0 |
 HU1313| HU1335 HARBOR OF REFUGE LH NEW             APPROX.19.1 KM 1743524.4 |
 HU1313|---------------------------------------------------------------------|
 HU1313
 HU1313                          SUPERSEDED SURVEY CONTROL
 HU1313
 HU1313  NAD 83(1991)-  38 59 10.44038(N)    075 06 47.46710(W) AD(       ) 3
 HU1313  NAD 83(1986)-  38 59 10.43358(N)    075 06 47.47387(W) AD(       ) 3
 HU1313  NAD 27      -  38 59 10.03000(N)    075 06 48.81800(W) AD(       ) 3
 HU1313
 HU1313.Superseded values are not recommended for survey control.
 HU1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1313.See file dsdata.txt to determine how the superseded data were derived.
 HU1313
 HU1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9019715255(NAD 83)
 HU1313_MARKER: 13 = LIGHTHOUSE
 HU1313_MARK LOGO: CGS   
 HU1313_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1313+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1984
 HU1313
 HU1313  HISTORY     - Date     Condition        Report By
 HU1313  HISTORY     - 1914     FIRST OBSERVED   CGS
 HU1313  HISTORY     - 1914     GOOD             CGS
 HU1313  HISTORY     - 1928     GOOD             CGS
 HU1313  HISTORY     - 1969     GOOD             CGS
 HU1313  HISTORY     - 1970     GOOD             NGS
 HU1313  HISTORY     - 19840115 GOOD             NOS
 HU1313
 HU1313                          STATION DESCRIPTION
 HU1313
 HU1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (JBB)
 HU1313'A NEW CIRCULAR LIGHTHOUSE BUILT OF RE-INFORCED CONCRETE 86.44
 HU1313'FEET FROM THE OLD LIGHT OF 1877-96 AND NEARLY IN LINE TO
 HU1313'FOURTEEN FOOT BANK LIGHTHOUSE.  THE FINIAL OF THE TOP OF THE
 HU1313'LANTERN IS THE POINT OBSERVED.  THE OLD LIGHT IS TO REMAIN IN
 HU1313'ITS POSITION.
 HU1313
 HU1313                          STATION RECOVERY (1914)
 HU1313
 HU1313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1914
 HU1313'RECOVERED IN GOOD CONDITION.
 HU1313
 HU1313                          STATION RECOVERY (1928)
 HU1313
 HU1313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (RLS)
 HU1313'DESCRIPTION ADEQUATE.  RECOVERED AS DESCRIBED.
 HU1313
 HU1313                          STATION RECOVERY (1969)
 HU1313
 HU1313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 HU1313'STATION RECOVERED IN GOOD CONDITION.
 HU1313
 HU1313                          STATION RECOVERY (1970)
 HU1313
 HU1313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1313'STATION RECOVERED AS DESCRIBED.
 HU1313
 HU1313                          STATION RECOVERY (1984)
 HU1313
 HU1313'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984
 HU1313'THE STATION IS A LIGHTHOUSE LOCATED IN DELAWARE BAY ABOUT 13.7 KM
 HU1313'(8.50 MI) WNW OF CAPE MAY POINT.  THE BASE OF THE LIGHTOUSE IS
 HU1313'SURROUNDED BY A BREAKWATER OF LARGE ROCKS, WITH A SMALL DOCKING AREA
 HU1313'ON THE S SIDE.
 HU1313'TO REACH STATION PROCEED BY BOAT.
 HU1313'STATION IS THE FINIAL ATOP A CIRCULAR, REINFORCED CONCRETE LIGHTHOUSE
 HU1313'STRUCTURE BUILT IN 1914 ON BRANDYWINE SHOAL.  PERSONNEL FROM COAST
 HU1313'GUARD CAPE MAY, THE COAST GUARD DISTRICT OFFICE, AND LOCAL MARINERS
 HU1313'CONFIRM THAT THE PRESENT STRUCTURE IS THE ONE POSITIONED IN 1933.  THE
 HU1313'LIGHT IS LISTED IN THE 1984 LIGHT LIST AS ---BRANDYWINE SHOAL
 HU1313'LIGHT---.
 HU1313'A PREVIOUS LIGHT, WHICH WAS LOCATED ON A SCREW PIPE STRUTURE 26.3 M
 HU1313'(86.3 FT) WNW OF THE PRESENT LIGHT, HAS BEEN DESTROYED.  THE POSITION
 HU1313'OF THE DESTROYED STATION IS LISTED AS ---BRANDYWINE SHOAL
 HU1313'LIGHTHOUSE--- IN THE NGS DATA BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0188 ***********************************************************************
 JU0188  DESIGNATION -  BRANT AZ
 JU0188  PID         -  JU0188
 JU0188  STATE/COUNTY-  NJ/OCEAN
 JU0188  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0188
 JU0188                         *CURRENT SURVEY CONTROL
 JU0188  ___________________________________________________________________
 JU0188* NAD 83(1986)-  39 37 30.     (N)    074 11 32.     (W)     SCALED    
 JU0188* NAVD 88     -         1.222  (meters)       4.01   (feet)  ADJUSTED  
 JU0188  ___________________________________________________________________
 JU0188  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JU0188  DYNAMIC HT  -           1.221 (meters)       4.01  (feet)  COMP
 JU0188  MODELED GRAV-     980,147.2   (mgal)                       NAVD 88
 JU0188
 JU0188  VERT ORDER  -  FIRST     CLASS I
 JU0188
 JU0188.The horizontal coordinates were scaled from a topographic map and have
 JU0188.an estimated accuracy of +/- 6 seconds.
 JU0188
 JU0188.The orthometric height was determined by differential leveling
 JU0188.and adjusted by the National Geodetic Survey in June 1991..
 JU0188
 JU0188.The geoid height was determined by GEOID03.
 JU0188
 JU0188.The dynamic height is computed by dividing the NAVD 88
 JU0188.geopotential number by the normal gravity value computed on the
 JU0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0188.degrees latitude (g = 980.6199 gals.).
 JU0188
 JU0188.The modeled gravity was interpolated from observed gravity values.
 JU0188
 JU0188;                    North         East    Units  Estimated Accuracy
 JU0188;SPC NJ       -    87,930.      176,420.      MT  (+/- 180 meters Scaled)
 JU0188
 JU0188                          SUPERSEDED SURVEY CONTROL
 JU0188
 JU0188  NGVD 29 (??/??/??)    1.604  (m)            5.26   (f) ADJUSTED    1 1
 JU0188
 JU0188.Superseded values are not recommended for survey control.
 JU0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0188.See file dsdata.txt to determine how the superseded data were derived.
 JU0188
 JU0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ693864(NAD 83)
 JU0188_MARKER: DZ = AZIMUTH MARK DISK
 JU0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0188_STAMPING: BRANT 1932
 JU0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0188+STABILITY: SURFACE MOTION
 JU0188
 JU0188  HISTORY     - Date     Condition        Report By
 JU0188  HISTORY     - 1932     MONUMENTED       CGS
 JU0188  HISTORY     - 1964     GOOD             CGS
 JU0188  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU0188  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0188
 JU0188                          STATION DESCRIPTION
 JU0188
 JU0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0188'AT BRANT BEACH.
 JU0188'ON LONG BEACH ISLAND, AT BRANT BEACH, ABOUT 0.75 MILE NORTHEAST
 JU0188'ALONG BAY AVENUE FROM THE LONG BEACH TOWNSHIP HALL, THENCE ABOUT
 JU0188'0.1 MILE NORTHWEST ALONG 53RD STREET, 270 FEET SOUTHEAST OF THE
 JU0188'POINT WHERE 53RD STREET ENDS, 55.5 FEET EAST-NORTHEAST OF AND
 JU0188'ACROSS 53RD STREET FROM THE NORTH CORNER OF THE FOUNDATION OF
 JU0188'HOUSE NO. 28, 16 FEET NORTHEAST OF THE CENTER LINE OF 53RD
 JU0188'STREET, 17 FEET SOUTHEAST OF POWER POLE P37978, 481 FEET
 JU0188'NORTHWEST OF THE CENTER LINE OF BAY AVENUE, 1.5 FEET NORTH OF A
 JU0188'METAL WITNESS POST, ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE STREET
 JU0188'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
 JU0188
 JU0188                          STATION RECOVERY (1984)
 JU0188
 JU0188'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0188'MARK NOT FOUND.
 JU0188
 JU0188                          STATION RECOVERY (1985)
 JU0188
 JU0188'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2668 ***********************************************************************
 JU2668  DESIGNATION -  BRANT BEACH WATER TANK
 JU2668  PID         -  JU2668
 JU2668  STATE/COUNTY-  NJ/OCEAN
 JU2668  USGS QUAD   -  BEACH HAVEN (1977)
 JU2668
 JU2668                         *CURRENT SURVEY CONTROL
 JU2668  ___________________________________________________________________
 JU2668* NAD 83(1996)-  39 37 24.57905(N)    074 11 47.70172(W)     ADJUSTED  
 JU2668* NAVD 88     -                                                        
 JU2668  ___________________________________________________________________
 JU2668  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 JU2668  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JU2668
 JU2668  HORZ ORDER  -  THIRD
 JU2668
 JU2668.The horizontal coordinates were established by classical geodetic methods
 JU2668.and adjusted by the National Geodetic Survey in September 1999..
 JU2668
 JU2668
 JU2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2668
 JU2668.The geoid height was determined by GEOID03.
 JU2668
 JU2668;                    North         East     Units Scale Factor Converg.
 JU2668;SPC NJ       -    87,758.751   176,049.037   MT  0.99990835   +0 11 36.6
 JU2668;SPC NJ       -   287,921.84    577,587.55   sFT  0.99990835   +0 11 36.6
 JU2668;UTM  18      - 4,386,278.444   568,954.955   MT  0.99965854   +0 30 44.6
 JU2668
 JU2668                          SUPERSEDED SURVEY CONTROL
 JU2668
 JU2668  NAD 83(1986)-  39 37 24.57140(N)    074 11 47.69638(W) AD(       ) 4
 JU2668  NAD 27      -  39 37 24.14400(N)    074 11 49.20000(W) AD(       ) 3
 JU2668
 JU2668.Superseded values are not recommended for survey control.
 JU2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2668.See file dsdata.txt to determine how the superseded data were derived.
 JU2668
 JU2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6895586278(NAD 83)
 JU2668_MARKER: 53 = ELEVATED TANK
 JU2668_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2668+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 JU2668
 JU2668  HISTORY     - Date     Condition        Report By
 JU2668  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2668  HISTORY     - 1988     GOOD             USPSQD
 JU2668  HISTORY     - 20060421 GOOD             GEOCAC
 JU2668
 JU2668                          STATION DESCRIPTION
 JU2668
 JU2668'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2668'THE STATION IS THE CENTER OF THE BASE OF THE WATER TANK LOCATED
 JU2668'ABOUT 1-1/2 MILES SOUTH OF BEACH ARLINGTON AND IN BRANT BEACH
 JU2668'ABOUT 100 FEET EAST OF THE INTERSECTION OF LONG BEACH BOULEVARD
 JU2668'AND SELFRIDGE 57 STREET.  IT IS A FIVE LEGGED STEEL STRUCTURE
 JU2668'PAINTED GREY AND HAS THE LEGEND LONG BEACH WATER CO. IN WHITE
 JU2668'LETTERS ON THE EAST AND WEST SIDES.  THE OVERALL HEIGHT IS
 JU2668'APPROXIMATELY 120 FEET.
 JU2668'
 JU2668'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BRANT
 JU2668'RM 4, THE DISTANCE BEING 132.56 FEET.
 JU2668
 JU2668                          STATION RECOVERY (1988)
 JU2668
 JU2668'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU2668'RECOVERED IN GOOD CONDITION.
 JU2668
 JU2668                          STATION RECOVERY (2006)
 JU2668
 JU2668'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2668'THE TANK IS NOW PAINTED LIGHT GREEN AND BEARS THE LEGEND BRANT BEACH
 JU2668'IN BLACK LETTERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0189 ***********************************************************************
 JU0189  DESIGNATION -  BRANT RESET
 JU0189  PID         -  JU0189
 JU0189  STATE/COUNTY-  NJ/OCEAN
 JU0189  USGS QUAD   -  BEACH HAVEN (1977)
 JU0189
 JU0189                         *CURRENT SURVEY CONTROL
 JU0189  ___________________________________________________________________
 JU0189* NAD 83(1996)-  39 37 25.30485(N)    074 11 49.45699(W)     ADJUSTED  
 JU0189* NAVD 88     -         1.118  (meters)       3.67   (feet)  ADJUSTED  
 JU0189  ___________________________________________________________________
 JU0189  X           -   1,339,706.619 (meters)                     COMP
 JU0189  Y           -  -4,733,499.316 (meters)                     COMP
 JU0189  Z           -   4,045,870.450 (meters)                     COMP
 JU0189  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 JU0189  ELLIP HEIGHT-         -32.49  (meters)          (10/23/02) GPS OBS
 JU0189  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JU0189  DYNAMIC HT  -           1.118 (meters)       3.67  (feet)  COMP
 JU0189  MODELED GRAV-     980,147.2   (mgal)                       NAVD 88
 JU0189
 JU0189  HORZ ORDER  -  FIRST
 JU0189  VERT ORDER  -  FIRST     CLASS I
 JU0189  ELLP ORDER  -  FOURTH    CLASS I
 JU0189
 JU0189.The horizontal coordinates were established by GPS observations
 JU0189.and adjusted by the National Geodetic Survey in May 1999..
 JU0189
 JU0189.The orthometric height was determined by differential leveling
 JU0189.and adjusted by the National Geodetic Survey in April 1997..
 JU0189
 JU0189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0189
 JU0189.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0189
 JU0189.The ellipsoidal height was determined by GPS observations
 JU0189.and is referenced to NAD 83.
 JU0189
 JU0189.The geoid height was determined by GEOID03.
 JU0189
 JU0189.The dynamic height is computed by dividing the NAVD 88
 JU0189.geopotential number by the normal gravity value computed on the
 JU0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0189.degrees latitude (g = 980.6199 gals.).
 JU0189
 JU0189.The modeled gravity was interpolated from observed gravity values.
 JU0189
 JU0189;                    North         East     Units Scale Factor Converg.
 JU0189;SPC NJ       -    87,780.992   176,007.101   MT  0.99990832   +0 11 35.5
 JU0189;SPC NJ       -   287,994.80    577,449.96   sFT  0.99990832   +0 11 35.5
 JU0189;UTM  18      - 4,386,300.445   568,912.907   MT  0.99965847   +0 30 43.5
 JU0189
 JU0189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0189!SPC NJ       -   1.00000510  x   0.99990832  =   0.99991342
 JU0189!UTM  18      -   1.00000510  x   0.99965847  =   0.99966357
 JU0189
 JU0189|---------------------------------------------------------------------|
 JU0189| PID    Reference Object                     Distance      Geod. Az  |
 JU0189|                                                           dddmmss.s |
 JU0189| CB1298 BRANT RM 1                           16.045 METERS 10158     |
 JU0189| JU2668 BRANT BEACH WATER TANK               47.472 METERS 11808     |
 JU0189| JU0190 BRANT RM 4                            7.289 METERS 13106     |
 JU0189| JU0191 BRANT RM 5                           30.843 METERS 18434     |
 JU0189| JU0188 BRANT AZ                                           1850029.2 |
 JU0189| AC7089 BRANT RM 3                           42.560 METERS 20510     |
 JU0189|---------------------------------------------------------------------|
 JU0189
 JU0189                          SUPERSEDED SURVEY CONTROL
 JU0189
 JU0189  ELLIP H (05/14/99)  -32.51   (m)                       GP(       ) 4 1
 JU0189  NAD 83(1992)-  39 37 25.30017(N)    074 11 49.45511(W) AD(       ) 1
 JU0189  ELLIP H (04/25/94)  -32.56   (m)                       GP(       ) 3 1
 JU0189  NAD 83(1986)-  39 37 25.29841(N)    074 11 49.45376(W) AD(       ) 1
 JU0189  ELLIP H (01/27/92)  -32.63   (m)                       GP(       ) 4 1
 JU0189  NAD 83(1986)-  39 37 25.29720(N)    074 11 49.45185(W) AD(       ) 1
 JU0189  NAD 27      -  39 37 24.87050(N)    074 11 50.95550(W) AD(       ) 1
 JU0189  NAVD 88 (06/15/91)    1.250  (m)            4.10   (f) UNKNOWN     1 1
 JU0189  NGVD 29 (??/??/??)    1.632  (m)            5.35   (f) ADJUSTED    1 1
 JU0189
 JU0189.Superseded values are not recommended for survey control.
 JU0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0189.See file dsdata.txt to determine how the superseded data were derived.
 JU0189
 JU0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6891386300(NAD 83)
 JU0189_MARKER: DS = TRIANGULATION STATION DISK
 JU0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0189_SP_SET: CONCRETE POST
 JU0189_STAMPING: BRANT 1932 1963
 JU0189_MARK LOGO: CGS   
 JU0189_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0189+STABILITY: SURFACE MOTION
 JU0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0189+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 JU0189
 JU0189  HISTORY     - Date     Condition        Report By
 JU0189  HISTORY     - 1963     MONUMENTED       CGS
 JU0189  HISTORY     - 1964     GOOD             CGS
 JU0189  HISTORY     - 1964     GOOD             CGS
 JU0189  HISTORY     - 1971     GOOD             NGS
 JU0189  HISTORY     - 1985     GOOD             USPSQD
 JU0189  HISTORY     - 1987     GOOD             AEROS
 JU0189  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JU0189  HISTORY     - 19900806 GOOD             NJGS
 JU0189  HISTORY     - 19930306 GOOD             NJHA
 JU0189  HISTORY     - 19960523 GOOD             NJGS
 JU0189  HISTORY     - 19960710 GOOD             NJGS
 JU0189  HISTORY     - 20060421 GOOD             GEOCAC
 JU0189
 JU0189                          STATION DESCRIPTION
 JU0189
 JU0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAS)
 JU0189'IN FEBRUARY 1963 THE UNDERGROUND MARK WAS LOCATED ABOUT 3
 JU0189'FT. W. OF THE SURFACE MONUMENT.  OBSERVATIONS WERE MADE AT BRANT
 JU0189'RM 4 ON THAT DATE.
 JU0189'
 JU0189'AT THIS DATE (MAY 1963) A NEW SURFACE MONUMENT WAS SET AND
 JU0189'REFERENCE MARKS 4, 5 AND THE AZIMUTH MARK WERE RECOVERED IN
 JU0189'GOOD CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE
 JU0189'STATION OR FROM REFERENCE MARK 4 BECAUSE OF A NEW HOUSE ON
 JU0189'LINE.  A NEW AZIMUTH MARK COULD NOT BE SET AS THE LINE OF SIGHT
 JU0189'TO OTHER STATIONS, FROM A TRIPOD SETUP, WAS OBSTRUCTED.  THE
 JU0189'TO REACH AND THE DESCRIPTIVE DATA FOR THE REFERENCE AND AZIMUTH
 JU0189'MARKS, AS GIVEN IN THE DESCRIPTION FOR BRANT RM 4, ARE VALID
 JU0189'EXCEPT THAT THE REFERENCE MARKS ARE ON PRIVATE PROPERTY, LAND
 JU0189'OWNED BY THE LONG BEACH WATER CO.
 JU0189'
 JU0189'A NEW DESCRIPTION FOR THE STATION FOLLOWS--
 JU0189'
 JU0189'THE STATION IS 83 FT. SW OF THE CENTERLINE OF SELFRIDGE 57TH
 JU0189'ST., 16 FT. SE OF THE CENTERLINE OF A GRAVELED ROAD (BAYVIEW AVE.),
 JU0189'10 FT. NW OF A CYCLONE FENCE AND IN A LINE OF POWERLINE POLES.  THE
 JU0189'MONUMENT PROJECTS 5 IN. AND THE DISK IS STAMPED BRANT 1932
 JU0189'1963.  (1A 7A)
 JU0189
 JU0189                          STATION RECOVERY (1964)
 JU0189
 JU0189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 JU0189'STATION MARK STAMPED BRANT 1932 1963 WAS FOUND.  REFERENCE MARKS
 JU0189'4 AND 5 WERE FOUND AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 JU0189'RECOVERED AND IN GOOD CONDITION.
 JU0189
 JU0189                          STATION RECOVERY (1964)
 JU0189
 JU0189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0189'AT BRANT BEACH.
 JU0189'ON LONG BEACH ISLAND, AT BRANT BEACH, ABOUT 0.55 MILE NORTHEAST
 JU0189'ALONG BAY AVENUE FROM THE LONG BEACH TOWNSHIP HALL, THENCE ABOUT
 JU0189'0.05 MILE NORTHWEST ALONG SELFRIDGE 57 STREET, AT THE BRANT BEACH
 JU0189'WATER TOWER, 82.0 FEET SOUTHWET OF THE CENTER LINE OF SELFRIDGE
 JU0189'57 STREET, 58.3 FEET WEST-SOUTHWEST OF THE NORTH CORNER OF CYCLONE
 JU0189'FENCE AROUND WATER WORKS, 18.0 FEET SOUTHEAST OF THE CENTER LINE
 JU0189'OF BAYVIEW AVENUE, 9.8 FEET NORTHWEST OF THE NORTHWEST SIDE OF
 JU0189'THE FENCE, 101.0 FEET NORTH OF BRANT R.M. 5 DESCRIBED, ABOUT
 JU0189'LEVEL WITH THE STREET AND SET IN THE TOP OF A CONCRETE POST
 JU0189'PROJECTING 0.4 FOOT.
 JU0189
 JU0189                          STATION RECOVERY (1971)
 JU0189
 JU0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU0189'THE STATION MARK AND REFERENCE MARKS 4 AND 5 WERE RECOVERED AS
 JU0189'DESCRIBED IN GOOD CONDITION.
 JU0189'
 JU0189'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU0189'IN BRANT BEACH, N.J.
 JU0189
 JU0189                          STATION RECOVERY (1985)
 JU0189
 JU0189'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0189'RECOVERED IN GOOD CONDITION.
 JU0189
 JU0189                          STATION RECOVERY (1987)
 JU0189
 JU0189'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (JKP)
 JU0189'THE STATION WAS RECOVERED AT THIS DATE.
 JU0189'THE STATION WAS RECOVERED AS DESCRIBED BY RG IN 1964 WITH THE
 JU0189'FOLLOWING ADDITION.  STATION IS LOCATED 0.9 METERS (3 FEET)
 JU0189'NORTHEAST FROM A CARSONITE WITNESS POST.
 JU0189
 JU0189                          STATION RECOVERY (1988)
 JU0189
 JU0189'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU0189'MARK NOT FOUND.
 JU0189
 JU0189                          STATION RECOVERY (1990)
 JU0189
 JU0189'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0189'THE STATION IS LOCATED IN BRANT BEACH, ABOUT 1.5 MI (2.4 KM) SOUTH OF
 JU0189'BEACH ARLINGTON JUST WEST OF THE BRANT BEACH WATER TANK AND IN A LINE
 JU0189'OF TELEPHONE POLES.  THE STATION IS 16.0 FT (4.9 M) SOUTHEAST OF THE
 JU0189'BAYVIEW AVENUE CENTERLINE, 83.0 FT (25.3 M) SOUTHWEST OF THE
 JU0189'CENTERLINE OF SELFRIDGE 57TH AVENUES, 17.1 M (56.1 FT) SOUTHWEST OF
 JU0189'POLE NUMBER ACE 9270, 7.4 M (24.3 FT) NORTHWEST OF THE NORTHWEST
 JU0189'CORNER OF A 1.5 STORY BUILDING IN THE GROUNDS OF THE WATER WORKS IN
 JU0189'BRANT BEACH.  THE STATION IS OPPOSITE HOUSE NUMBER 5702 BAYVIEW
 JU0189'AVENUE AND IS 0.05 M (0.16 FT) ABOVE THE GROUND. THE REMAINS OF AN
 JU0189'OLD MONUMENT IS ABOUT 1.0 M (3.3 FT) EAST OF THE PRESENT STATION.
 JU0189
 JU0189                          STATION RECOVERY (1993)
 JU0189
 JU0189'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 JU0189'THE STATION IS LOCATED IN BRANT BEACH, AY NJGS IN 1990.
 JU0189
 JU0189                          STATION RECOVERY (1996)
 JU0189
 JU0189'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (RJK)
 JU0189'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 JU0189'TO REACH THE STATION FROM THE JUNCTION OF EAST BOUND STATE ROUTE 72
 JU0189'(9TH STREET) AND LONG BEACH BOULEVARD IN SHIP BOTTOM, PROCEED 2.1 MI
 JU0189'(3.4 KM) SOUTH SOUTH WEST ON LONG BEACH BOULEVARD TO THE JUNCTION WITH
 JU0189'SELFRIDGE AVENUE, ALSO DESIGNATED AS 57TH STREET, TURN RIGHT ON
 JU0189'SELFRIDGE AVENUE AND GO 0.05 MI (0.08 KM) NORTHWEST TO THE JUNCTION
 JU0189'WITH BAY VIEW AVENUE, TURN LEFT AND GO ABOUT 60 FT (18.3 M) SOUTHWEST
 JU0189'ON BAY VIEW AVENUE TO THE STATION ON THE LEFT.  THE STATION IS 2.0 FT
 JU0189'(0.6 M) SOUTHEAST FROM THE SOUTHEDGE OF PAVEMENT OF BAY VIEW AVENUE,
 JU0189'9.5 FT (2.9 M) NORTHWEST OF THE 6 FT (1.8 M) CHAINLINK FENCE, 48.5 FT
 JU0189'(14.8 M) NORTHEAST OF POLE NUMBER P9269, 58.0 FT (17.7 M) SOUTHWEST OF
 JU0189'POLE NUMBER P9270, 3.0 FT (0.9 M) EAST OF THE REMAINS OF THE OLD
 JU0189'STATION.  THE DISK STEM AND TOP OF THE OLD STATION WAS FOUND BROKEN
 JU0189'OFF AT THIS TIME.  REMAINS OF THE OLD STATION WAS REMOVED.  STATION
 JU0189'BRANT RESET IS FLUSH WITH THE GROUND.
 JU0189
 JU0189                          STATION RECOVERY (1996)
 JU0189
 JU0189'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 JU0189'THE STATION IS LOCATED IN LONG BEACH TOWNSHIP IN THE COMMUNITY OF
 JU0189'BRANT BEACH AND ON THE PROPERTY OF THE LONG BEACH TOWNSHIP WATER
 JU0189'FACILITY.  TO REACH THE STATION FROM THE INTERSECTION OF 9TH STREET,
 JU0189'THE EASTBOUND LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE
 JU0189'BOROUGH OF SHIP BOTTOM, GO SOUTHWEST ON LONG BEACH BOULEVARD FOR 2.15
 JU0189'MI (3.46 KM) TO THE INTERSECTION WITH SELFRIDGE AVENUE (57TH STREET) .
 JU0189'TURN RIGHT AND GO NORTHWEST ON SELFRIDGE AVENUE FOR 0.1 MI (0.2 KM) TO
 JU0189'THE INTERSECTION WITH BAYVIEW AVENUE AND THE STATION ON THE LEFT,
 JU0189'OPPOSITE HOUSE NUMBER 5702 BAYVIEW AVENUE.  THE STATION IS 16.0 FT
 JU0189'(4.9 M) SOUTHEAST FROM THE CENTERLINE OF BAYVIEW AVENUE, 83.0 FT (25.3
 JU0189'M) SOUTHWEST FROM THE CENTERLINE OF SELFRIDGE AVENUE, 17.1 M (56.1 FT)
 JU0189'SOUTHWEST FROM POLE NUMBER ACE 9270 AND 7.4 M (24.3 FT) NORTHWEST FROM
 JU0189'THE NORTHWEST CORNER OF A 1.5 STORY BUILDING ON THE GROUNDS OF THE
 JU0189'LONG BEACH TOWNSHIP WATER FACILITY.  THE STATION IS RECESSED ABOUT
 JU0189'0.05 M (0.16 FT) BELOW THE GROUND.
 JU0189
 JU0189                          STATION RECOVERY (2006)
 JU0189
 JU0189'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0189'THE STATION IS ABOUT 45 FEET NORTHEAST OF WOOD UTILITY POLE P9269,
 JU0189'ABOUT NINE FEET NORTHWEST OF THE CHAIN LINK FENCE THAT SURROUNDS THE
 JU0189'WATER WORKS, ABOUT 2.5 FEET SOUTHEAST OF THE EDGE OF THE PAVEMENT ON
 JU0189'THE SOUTHEAST SIDE OF BAYVIEW, AND FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7089 ***********************************************************************
 AC7089  DESIGNATION -  BRANT RM 3
 AC7089  PID         -  AC7089
 AC7089  STATE/COUNTY-  NJ/OCEAN
 AC7089  USGS QUAD   -  BEACH HAVEN (1977)
 AC7089
 AC7089                         *CURRENT SURVEY CONTROL
 AC7089  ___________________________________________________________________
 AC7089* NAD 83(1986)-  39 37 25.     (N)    074 11 48.     (W)     SCALED    
 AC7089* NAVD 88     -         0.945  (meters)       3.10   (feet)  ADJUSTED  
 AC7089  ___________________________________________________________________
 AC7089  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 AC7089  DYNAMIC HT  -           0.944 (meters)       3.10  (feet)  COMP
 AC7089  MODELED GRAV-     980,147.2   (mgal)                       NAVD 88
 AC7089
 AC7089  VERT ORDER  -  FIRST     CLASS I
 AC7089
 AC7089.The horizontal coordinates were scaled from a topographic map and have
 AC7089.an estimated accuracy of +/- 6 seconds.
 AC7089
 AC7089.The orthometric height was determined by differential leveling
 AC7089.and adjusted by the National Geodetic Survey in April 1997..
 AC7089
 AC7089.The geoid height was determined by GEOID03.
 AC7089
 AC7089.The dynamic height is computed by dividing the NAVD 88
 AC7089.geopotential number by the normal gravity value computed on the
 AC7089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7089.degrees latitude (g = 980.6199 gals.).
 AC7089
 AC7089.The modeled gravity was interpolated from observed gravity values.
 AC7089
 AC7089;                    North         East    Units  Estimated Accuracy
 AC7089;SPC NJ       -    87,770.      176,040.      MT  (+/- 180 meters Scaled)
 AC7089
 AC7089                          SUPERSEDED SURVEY CONTROL
 AC7089
 AC7089.No superseded survey control is available for this station.
 AC7089
 AC7089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ689862(NAD 83)
 AC7089_MARKER: DR = REFERENCE MARK DISK
 AC7089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7089_STAMPING: BRANT NO 3 1932
 AC7089_MARK LOGO: CGS   
 AC7089_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7089+STABILITY: SURFACE MOTION
 AC7089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC7089+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 AC7089
 AC7089  HISTORY     - Date     Condition        Report By
 AC7089  HISTORY     - 1932     MONUMENTED       CGS
 AC7089  HISTORY     - 19960710 GOOD             NJGS
 AC7089  HISTORY     - 20060421 GOOD             GEOCAC
 AC7089
 AC7089                          STATION DESCRIPTION
 AC7089
 AC7089'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1996 (RJK)
 AC7089'THE STATION IS LOCATED IN LONG BEACH TOWNSHIP IN THE COMMUNITY OF
 AC7089'BRANT BEACH AND ON THE PROPERTY OF THE LONG BEACH TOWNSHIP WATER
 AC7089'FACILITY.  TO REACH THE STATION FROM THE INTERSECTION OF 9TH STREET,
 AC7089'THE EASTBOUND LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE
 AC7089'BOROUGH OF SHIP BOTTOM, GO SOUTHWEST ON LONG BEACH BOULEVARD FOR 2.20
 AC7089'MI (3.54 KM) TO THE INTERSECTION WITH HARMONY STREET (58TH STREET) .
 AC7089'TURN RIGHT AND GO NORTHWEST ON HARMONY STREET FOR 0.1 MI (0.2 KM) TO
 AC7089'THE INTERSECTION WITH BAYVIEW AVENUE AND THE STATION ON THE RIGHT, SET
 AC7089'0.4 FT (12.2 CM) WEST NORTHWEST OF A 8 FT (2.4 M) CHAIN LINK FENCE,
 AC7089'ABOUT 0.8 FT (24.4 CM) BELOW THE GROUND AT THE SOUTHEAST CORNER OF THE
 AC7089'INTERSECTION, ADJACENT TO AN 8 FT (2.4 M) HIGH CHAIN LINK FENCE
 AC7089'SURROUNDING THE WATER FACILITY.  THE STATION IS 24.5 FT (7.5 M)
 AC7089'SOUTHEAST FROM THE CENTERLINE OF BAYVIEW AVENUE, 29.0 FT (8.8 M)
 AC7089'NORTHEAST FROM THE CENTERLINE OF HARMONY STREET, 8.8 FT (2.7 M) EAST
 AC7089'FROM POLE NUMBER 7355, 2.5 FT (0.8 M) NORTH NORTHEAST FROM THE
 AC7089'SOUTHWEST CORNER OF AN 8 FT (2.4 M) HIGH CHAIN LINK FENCE AND 139.6 FT
 AC7089'(42.6 M) SOUTH FROM STATION BRANT RESET.
 AC7089
 AC7089                          STATION RECOVERY (2006)
 AC7089
 AC7089'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AC7089'HANDHELD COORDINATES ARE N39-37-24.18 W074-11-50.22.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0190 ***********************************************************************
 JU0190  DESIGNATION -  BRANT RM 4
 JU0190  PID         -  JU0190
 JU0190  STATE/COUNTY-  NJ/OCEAN
 JU0190  USGS QUAD   -  BEACH HAVEN (1977)
 JU0190
 JU0190                         *CURRENT SURVEY CONTROL
 JU0190  ___________________________________________________________________
 JU0190* NAD 83(1996)-  39 37 25.14947(N)    074 11 49.22672(W)     ADJUSTED  
 JU0190* NAVD 88     -         1.353  (meters)       4.44   (feet)  ADJUSTED  
 JU0190  ___________________________________________________________________
 JU0190  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 JU0190  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JU0190  DYNAMIC HT  -           1.353 (meters)       4.44  (feet)  COMP
 JU0190  MODELED GRAV-     980,147.2   (mgal)                       NAVD 88
 JU0190
 JU0190  HORZ ORDER  -  FIRST
 JU0190  VERT ORDER  -  FIRST     CLASS I
 JU0190
 JU0190.The horizontal coordinates were established by classical geodetic methods
 JU0190.and adjusted by the National Geodetic Survey in September 1999..
 JU0190
 JU0190.The orthometric height was determined by differential leveling
 JU0190.and adjusted by the National Geodetic Survey in June 1991..
 JU0190
 JU0190.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0190
 JU0190.The geoid height was determined by GEOID03.
 JU0190
 JU0190.The dynamic height is computed by dividing the NAVD 88
 JU0190.geopotential number by the normal gravity value computed on the
 JU0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0190.degrees latitude (g = 980.6199 gals.).
 JU0190
 JU0190.The modeled gravity was interpolated from observed gravity values.
 JU0190
 JU0190;                    North         East     Units Scale Factor Converg.
 JU0190;SPC NJ       -    87,776.219   176,012.609   MT  0.99990833   +0 11 35.6
 JU0190;SPC NJ       -   287,979.15    577,468.03   sFT  0.99990833   +0 11 35.6
 JU0190;UTM  18      - 4,386,295.704   568,918.440   MT  0.99965848   +0 30 43.6
 JU0190
 JU0190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0190!SPC NJ       -   1.00000506  x   0.99990833  =   0.99991339
 JU0190!UTM  18      -   1.00000506  x   0.99965848  =   0.99966354
 JU0190
 JU0190:                Primary Azimuth Mark                     Grid Az
 JU0190:SPC NJ       -  BRANT AZ                                 024 14 23.8
 JU0190:UTM  18      -  BRANT AZ                                 023 55 15.8
 JU0190
 JU0190|---------------------------------------------------------------------|
 JU0190| PID    Reference Object                     Distance      Geod. Az  |
 JU0190|                                                           dddmmss.s |
 JU0190| JU0188 BRANT AZ                                           0242559.4 |
 JU0190| JU2668 BRANT BEACH WATER TANK               40.403 METERS 11549     |
 JU0190| JU0191 BRANT RM 5                           27.139 METERS 19659     |
 JU0190| JU0189 BRANT RESET                           7.289 METERS 31106     |
 JU0190| AA9183 BRANT DISTURBED                                    31703     |
 JU0190| JU2680 LITTLE EGG WATERWAY LIGHT 28        APPROX. 2.0 KM 3392302.5 |
 JU0190| JU2676 LITTLE EGG WATERWAY LIGHT 21        APPROX. 3.9 KM 3445246.0 |
 JU0190|---------------------------------------------------------------------|
 JU0190
 JU0190                          SUPERSEDED SURVEY CONTROL
 JU0190
 JU0190  NAD 83(1986)-  39 37 25.14167(N)    074 11 49.22135(W) AD(       ) 1
 JU0190  NAD 27      -  39 37 24.71510(N)    074 11 50.72520(W) AD(       ) 1
 JU0190  NGVD 29 (??/??/??)    1.735  (m)            5.69   (f) ADJUSTED    1 1
 JU0190
 JU0190.Superseded values are not recommended for survey control.
 JU0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0190.See file dsdata.txt to determine how the superseded data were derived.
 JU0190
 JU0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6891886296(NAD 83)
 JU0190_MARKER: DR = REFERENCE MARK DISK
 JU0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0190_STAMPING: BRANT NO 4 1932
 JU0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0190+STABILITY: SURFACE MOTION
 JU0190
 JU0190  HISTORY     - Date     Condition        Report By
 JU0190  HISTORY     - 1962     MONUMENTED       CGS
 JU0190  HISTORY     - 1964     GOOD             CGS
 JU0190  HISTORY     - 1988     GOOD             USPSQD
 JU0190  HISTORY     - 19950130 MARK NOT FOUND   NJGS
 JU0190
 JU0190                          STATION DESCRIPTION
 JU0190
 JU0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU0190'THE STATION IS ABOUT 1-1/2 MILES SOUTH OF BEACH ARLINGTON AND
 JU0190'JUST WEST OF THE BRANT BEACH WATER TANK AND ON PROPERTY OWNED BY
 JU0190'THE CITY.  IT IS 62 FEET SOUTHWEST OF A CYCLONE FENCE, 36 FEET
 JU0190'WEST OF THE WEST CORNER OF A BRICK BUILDING, 25 FEET NORTHWEST
 JU0190'OF THE NORTH CORNER OF A CONCRETE BUILDING AND 14 FEET SOUTHEAST
 JU0190'OF A CYCLONE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 JU0190'STAMPED BRANT NO 4 1932.
 JU0190'
 JU0190'TO REACH FROM THE END OF STATE HIGHWAY 72 AT LONG BEACH
 JU0190'BOULEVARD ON LONG BEACH ISLAND, GO SOUTHWEST ON LONG BEACH
 JU0190'BOULEVARD FOR 2.1 MILES TO SELFRIDGE 57 STREET ON THE RIGHT.  TURN
 JU0190'RIGHT AND GO NORTHWEST ON SELFRIDGE 57 STREET FOR 0.05 MILE TO
 JU0190'A CROSS STREET.  TURN LEFT AND GO SOUTHWEST ON A PAVED STREET FOR
 JU0190'ABOUT 0.05 MILE TO THE ENTRANCE TO THE WATER WORKS AND THE
 JU0190'STATION ON THE LEFT.
 JU0190'
 JU0190'BRANT 1932 IS 82 FEET SOUTHWEST OF THE CENTERLINE OF SELFRIDGE 57
 JU0190'STREET, 62 FEET NORTHEAST OF THE ENTRANCE TO THE WATER WORKS, 56
 JU0190'FEET SOUTHWEST OF A POWER POLE WITH A STREET LIGHT, 20 FEET
 JU0190'SOUTHEAST OF THE CENTERLINE OF A PAVED STREET AND 8 FEET NORTHWEST
 JU0190'OF A CYCLONE FENCE.  THE MONUMENT PROJECTS 12 INCHES AND THE DISK
 JU0190'IS STAMPED BRANT 1932.
 JU0190'
 JU0190'REFERENCE MARK 5 IS 32 FEET SOUTHEAST OF THE WEST CORNER OF THE
 JU0190'WATER WORKS AREA, 10 FEET WEST OF THE WEST CORNER OF A CONCRETE
 JU0190'BUILDING AND 6 INCHES NORTHEAST OF A CYCLONE FENCE.  THE MONUMENT
 JU0190'PROJECTS 4 INCHES AND THE DISK IS STAMPED BRANT NO 5 1932.
 JU0190'
 JU0190'THE AZIMUTH MARK IS 65 FEET EAST OF THE EAST CORNER OF A FRAME
 JU0190'HOUSE, 17 FEET SOUTHEAST OF A POWER POLE, 16 FEET NORTHEAST OF
 JU0190'THE CENTERLINE OF A GRAVELED STREET AND 2 FEET NORTH OF A
 JU0190'WITNESS POST.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS
 JU0190'STAMPED BRANT 1932.
 JU0190'
 JU0190'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON A
 JU0190'GRAVELED STREET FOR 0.2 MILE TO A T-STREET.  CONTINUE NORTHEAST
 JU0190'THROUGH A GRASSY AREA FOR ABOUT 0.05 MILE TO THE AZIMUTH ON
 JU0190'THE NORTHEAST SIDE OF MEARS 53 STREET.
 JU0190'
 JU0190'HEIGHT OF LIGHT ABOVE STATION MARK 21.97 METERS.
 JU0190
 JU0190                          STATION RECOVERY (1964)
 JU0190
 JU0190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0190'AT BRANT BEACH.
 JU0190'ON LONG BEACH ISLAND, AT BRANT BEACH, ABOUT 0.55 MILE NORTHEAST
 JU0190'ALONG BAY AVENUE FROM THE LONG BEACH TOWNSHIP HALL, THENCE ABOUT
 JU0190'0.05 MILE NORTHWEST ALONG SELFRIDGE 57 STREET, AT THE BRANT
 JU0190'BEACH WATER TOWER, 87.0 FEET SOUTHWEST OF THE CENTER LINE OF
 JU0190'SELFRIDGE 57 STREET, 39.0 FEET SOUTHEAST OF THE CENTER LINE OF A
 JU0190'BLACK TOP STREET, 36.5 FEET WEST OF THE WEST CORNER OF A BRICK
 JU0190'BUILDING, 115 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 JU0190'CONCRETE BASE THAT SUPPORTS THE NORTH LEG OF THE WATER WORKS, 14
 JU0190'FEET SOUTHEAST OF THE NORTHWEST SIDE OF CYCLONE FENCE AROUND
 JU0190'WATER TOWER, 89.1 FEET NORTH OF BRANT R.M. 5 DESCRIBED, 24.0
 JU0190'FEET SOUTHEAST OF BRANT STATION DESCRIBED, ABOUT LEVEL WITH THE
 JU0190'STREET AND SET IN THE TOP OF A COCNRETE POST FLUSH WITH THE
 JU0190'GROUND.
 JU0190
 JU0190                          STATION RECOVERY (1988)
 JU0190
 JU0190'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU0190'RECOVERED IN GOOD CONDITION.
 JU0190
 JU0190                          STATION RECOVERY (1995)
 JU0190
 JU0190'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0190'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0190'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0191 ***********************************************************************
 JU0191  DESIGNATION -  BRANT RM 5
 JU0191  PID         -  JU0191
 JU0191  STATE/COUNTY-  NJ/OCEAN
 JU0191  USGS QUAD   -  BEACH HAVEN (1977)
 JU0191
 JU0191                         *CURRENT SURVEY CONTROL
 JU0191  ___________________________________________________________________
 JU0191* NAD 83(1986)-  39 37 24.     (N)    074 11 49.     (W)     SCALED    
 JU0191* NAVD 88     -         1.285  (meters)       4.22   (feet)  ADJUSTED  
 JU0191  ___________________________________________________________________
 JU0191  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JU0191  DYNAMIC HT  -           1.284 (meters)       4.21  (feet)  COMP
 JU0191  MODELED GRAV-     980,147.1   (mgal)                       NAVD 88
 JU0191
 JU0191  VERT ORDER  -  FIRST     CLASS I
 JU0191
 JU0191.The horizontal coordinates were scaled from a topographic map and have
 JU0191.an estimated accuracy of +/- 6 seconds.
 JU0191
 JU0191.The orthometric height was determined by differential leveling
 JU0191.and adjusted by the National Geodetic Survey in June 1991..
 JU0191
 JU0191.The geoid height was determined by GEOID03.
 JU0191
 JU0191.The dynamic height is computed by dividing the NAVD 88
 JU0191.geopotential number by the normal gravity value computed on the
 JU0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0191.degrees latitude (g = 980.6199 gals.).
 JU0191
 JU0191.The modeled gravity was interpolated from observed gravity values.
 JU0191
 JU0191;                    North         East    Units  Estimated Accuracy
 JU0191;SPC NJ       -    87,740.      176,020.      MT  (+/- 180 meters Scaled)
 JU0191
 JU0191                          SUPERSEDED SURVEY CONTROL
 JU0191
 JU0191  NGVD 29 (??/??/??)    1.667  (m)            5.47   (f) ADJUSTED    1 1
 JU0191
 JU0191.Superseded values are not recommended for survey control.
 JU0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0191.See file dsdata.txt to determine how the superseded data were derived.
 JU0191
 JU0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ689862(NAD 83)
 JU0191_MARKER: DR = REFERENCE MARK DISK
 JU0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0191_STAMPING: BRANT NO 5 1932
 JU0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0191+STABILITY: SURFACE MOTION
 JU0191
 JU0191  HISTORY     - Date     Condition        Report By
 JU0191  HISTORY     - 1932     MONUMENTED       CGS
 JU0191  HISTORY     - 1964     GOOD             CGS
 JU0191  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0191
 JU0191                          STATION DESCRIPTION
 JU0191
 JU0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0191'AT BRANT BEACH.
 JU0191'ON LONG BEACH ISLAND, AT BRANT BEACH, ABOUT 0.55 MILE NORTHEAST
 JU0191'ALONG BAY AVENUE FROM THE LONG BEACH TOWNSHIP HALL, THENCE 0.05
 JU0191'MILE NORTHWEST ALONG SELFRIDGE 57 STREET, AT THE BRANT BEACH
 JU0191'WATER TOWER, 75.0 FEET NORTHEAST OF THE CENTER LINE OF HARMONY 58
 JU0191'STREET, 58.0 FEET SOUTHEAST OF THE CENTER LINE OF BAYVIEW AVENUE,
 JU0191'32.0 FEET SOUTHEAST OF THE WEST CORNER OF FENCE AROUND WATER WORKS,
 JU0191'10.2 FEET WEST OF THE WEST CORNER OF A CONCRETE BLOCK BUILDING,
 JU0191'0.5 FEET NORTHEAST OF THE SOUTHWEST SIDE OF FENCE, 89.0 FEET
 JU0191'SOUTH OF BRANT R.M. 4 DESCRIBED, 101.0 FEET SOUTH OF BRANT STATION
 JU0191'DESCRIBED, ABOUT LEVEL WITH THE STREET AND SET IN THE TOP OF A
 JU0191'CONCRETE POST PROJECTING 0.2 FOOT.
 JU0191
 JU0191                          STATION RECOVERY (1985)
 JU0191
 JU0191'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0763 ***********************************************************************
 KV0763  DESIGNATION -  BRASS BOLT
 KV0763  PID         -  KV0763
 KV0763  STATE/COUNTY-  NJ/MONMOUTH
 KV0763  USGS QUAD   -  KEYPORT (1977)
 KV0763
 KV0763                         *CURRENT SURVEY CONTROL
 KV0763  ___________________________________________________________________
 KV0763* NAD 83(1986)-  40 25 13.     (N)    074 13 26.     (W)     SCALED    
 KV0763* NAVD 88     -        12.151  (meters)      39.87   (feet)  ADJUSTED  
 KV0763  ___________________________________________________________________
 KV0763  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV0763  DYNAMIC HT  -          12.146 (meters)      39.85  (feet)  COMP
 KV0763  MODELED GRAV-     980,221.7   (mgal)                       NAVD 88
 KV0763
 KV0763  VERT ORDER  -  FIRST     CLASS II
 KV0763
 KV0763.The horizontal coordinates were scaled from a topographic map and have
 KV0763.an estimated accuracy of +/- 6 seconds.
 KV0763
 KV0763.The orthometric height was determined by differential leveling
 KV0763.and adjusted by the National Geodetic Survey in June 1991..
 KV0763.WARNING-Repeat measurements at this control monument indicate possible
 KV0763.vertical movement.
 KV0763
 KV0763.The geoid height was determined by GEOID03.
 KV0763
 KV0763.The dynamic height is computed by dividing the NAVD 88
 KV0763.geopotential number by the normal gravity value computed on the
 KV0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0763.degrees latitude (g = 980.6199 gals.).
 KV0763
 KV0763.The modeled gravity was interpolated from observed gravity values.
 KV0763
 KV0763;                    North         East    Units  Estimated Accuracy
 KV0763;SPC NJ       -   176,210.      173,430.      MT  (+/- 180 meters Scaled)
 KV0763
 KV0763                          SUPERSEDED SURVEY CONTROL
 KV0763
 KV0763  NGVD 29 (04/16/92)   12.370  (m)           40.58   (f) ADJUSTED    1 2
 KV0763
 KV0763.Superseded values are not recommended for survey control.
 KV0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0763.See file dsdata.txt to determine how the superseded data were derived.
 KV0763
 KV0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK658746(NAD 83)
 KV0763_MARKER: B = BOLT
 KV0763_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0763_SP_SET: CONCRETE BASE
 KV0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0763
 KV0763  HISTORY     - Date     Condition        Report By
 KV0763  HISTORY     - UNK      MONUMENTED       CGS
 KV0763  HISTORY     - 1964     GOOD             CGS
 KV0763  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KV0763  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KV0763
 KV0763                          STATION DESCRIPTION
 KV0763
 KV0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0763'AT MATAWAN.
 KV0763'AT MATAWAN, ALONG THE NEW YORK AND LONG BRANCH RAILROAD, SET IN
 KV0763'THE TOP OF THE SOUTH CORNER OF THE CONCRETE BASE OF THE NORTH
 KV0763'STEEL COLUMN SUPPORTING THE STATION SHED, 29 FEET NORTH OF
 KV0763'NORTH CORNER OF STATION PROPER, 40 1/2 FEET SOUTHWEST OF
 KV0763'SOUTHWEST RAIL OF SOUTHWEST BOUND TRACK, 16 FEET SOUTHWEST OF
 KV0763'SOUTHWEST RAIL OF A SIDE TRACK AND ABOUT 1 FOOT ABOVE GROUND.
 KV0763'NOTE-- UNABLE TO LEVEL OVER THIS MARK BECAUSE AN ADVERTISEMENT
 KV0763'SIGN HAS BEEN SECURED AROUND THE POLE AND A ROD OR TAPE COULD
 KV0763'NOT BE HELD OVER THE MARK.
 KV0763
 KV0763                          STATION RECOVERY (1986)
 KV0763
 KV0763'RECOVERY NOTE BY US POWER SQUADRON 1986 (CWK)
 KV0763'MARK NOT FOUND.
 KV0763
 KV0763                          STATION RECOVERY (1986)
 KV0763
 KV0763'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4689 ***********************************************************************
 KV4689  DESIGNATION -  BREWERY 1913
 KV4689  PID         -  KV4689
 KV4689  STATE/COUNTY-  NJ/ESSEX
 KV4689  USGS QUAD   -  ELIZABETH (1995)
 KV4689
 KV4689                         *CURRENT SURVEY CONTROL
 KV4689  ___________________________________________________________________
 KV4689* NAD 83(1996)-  40 44 32.61551(N)    074 09 57.82035(W)     ADJUSTED  
 KV4689* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 KV4689  ___________________________________________________________________
 KV4689  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 KV4689  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV4689
 KV4689  HORZ ORDER  -  THIRD
 KV4689
 KV4689.The horizontal coordinates were established by classical geodetic methods
 KV4689.and adjusted by the National Geodetic Survey in September 1999..
 KV4689
 KV4689.The orthometric height was scaled from a topographic map.
 KV4689
 KV4689.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4689
 KV4689.The geoid height was determined by GEOID03.
 KV4689
 KV4689;                    North         East     Units Scale Factor Converg.
 KV4689;SPC NJ       -   211,996.464   178,202.310   MT  0.99990979   +0 13 04.6
 KV4689;SPC NJ       -   695,525.07    584,652.08   sFT  0.99990979   +0 13 04.6
 KV4689;SPC NY L     -    63,945.370   285,974.209   MT  0.99999666   -0 06 31.0
 KV4689;SPC NY L     -   209,794.10    938,233.72   sFT  0.99999666   -0 06 31.0
 KV4689;UTM  18      - 4,510,495.336   570,408.258   MT  0.99966102   +0 32 39.5
 KV4689
 KV4689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4689!SPC NJ       -   1.00000417  x   0.99990979  =   0.99991396
 KV4689!SPC NY L     -   1.00000417  x   0.99999666  =   1.00000083
 KV4689!UTM  18      -   1.00000417  x   0.99966102  =   0.99966519
 KV4689
 KV4689:                Primary Azimuth Mark                     Grid Az
 KV4689:SPC NJ       -  KEARNY HOMESTEAD SPIRE                   022 10 49.5
 KV4689:SPC NY L     -  KEARNY HOMESTEAD SPIRE                   022 30 25.1
 KV4689:UTM  18      -  KEARNY HOMESTEAD SPIRE                   021 51 14.6
 KV4689
 KV4689|---------------------------------------------------------------------|
 KV4689| PID    Reference Object                     Distance      Geod. Az  |
 KV4689|                                                           dddmmss.s |
 KV4689| KV4146 KEARNY HOMESTEAD SPIRE              APPROX. 1.7 KM 0222354.1 |
 KV4689| KV4707 HARRISON CHURCH SPIRE               APPROX. 1.0 KM 0621917.2 |
 KV4689| KV4687 FARMER 1913                         313.768 METERS 10041     |
 KV4689| KV4709 HOUSE OF PRAYER SPIRE               APPROX. 0.8 KM 3272104.9 |
 KV4689| KV4143 BRICK CHURCH SPIRE                  APPROX. 1.6 KM 3473136.2 |
 KV4689| KV4140 THREAD 1913                         APPROX. 1.2 KM 3594344.1 |
 KV4689|---------------------------------------------------------------------|
 KV4689
 KV4689                          SUPERSEDED SURVEY CONTROL
 KV4689
 KV4689  NAD 83(1996)-  40 44 32.61536(N)    074 09 57.82056(W) AD(       ) 3
 KV4689  NAD 83(1986)-  40 44 32.61292(N)    074 09 57.82355(W) AD(       ) 3
 KV4689  NAD 27      -  40 44 32.24600(N)    074 09 59.30100(W) AD(       ) 3
 KV4689
 KV4689.Superseded values are not recommended for survey control.
 KV4689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4689.See file dsdata.txt to determine how the superseded data were derived.
 KV4689
 KV4689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7040810495(NAD 83)
 KV4689_MARKER: DS = TRIANGULATION STATION DISK
 KV4689_SETTING: 0 = UNSPECIFIED SETTING
 KV4689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4689
 KV4689  HISTORY     - Date     Condition        Report By
 KV4689  HISTORY     - 1913     MONUMENTED       CGS
 KV4689  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4689  HISTORY     - 19940818 MARK NOT FOUND   USPSQD
 KV4689
 KV4689                          STATION DESCRIPTION
 KV4689
 KV4689'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4689'STATION IS ON THE W SIDE OF PASSAIC RIVER, IN NEWARK, AND ON THE
 KV4689'TOP OF A TOWER OF BALLANTINES BREWERY.  THE TOWER IS SQUARE AND
 KV4689'IS THE ONE JUST N OF THE FLAG TOWER.  THE STATION IS 3.67 FEET
 KV4689'FROM THE W SIDE OF THE RAISED PART OF THE TOWER AND 4.10 FEET
 KV4689'FROM THE S SIDE.  THE BUILDING IS THE SECOND ONE N OF THE HUDSON
 KV4689'AND MANHATTAN RAILROAD BRIDGE.  THE MARK IS A C. AND
 KV4689'G.S. STANDARD BRASS DISK CEMENTED ON THE ROOF.
 KV4689
 KV4689                          STATION RECOVERY (1933)
 KV4689
 KV4689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4689'STATION REPORTED LOST.
 KV4689
 KV4689                          STATION RECOVERY (1994)
 KV4689
 KV4689'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3982 ***********************************************************************
 KV3982  DESIGNATION -  BRICK
 KV3982  PID         -  KV3982
 KV3982  STATE/COUNTY-  NJ/BERGEN
 KV3982  USGS QUAD   -  WEEHAWKEN (1995)
 KV3982
 KV3982                         *CURRENT SURVEY CONTROL
 KV3982  ___________________________________________________________________
 KV3982* NAD 83(1996)-  40 50 04.55734(N)    074 01 51.17265(W)     ADJUSTED  
 KV3982* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV3982  ___________________________________________________________________
 KV3982  LAPLACE CORR-           7.69  (seconds)                    DEFLEC99
 KV3982  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KV3982
 KV3982  HORZ ORDER  -  SECOND
 KV3982
 KV3982.The horizontal coordinates were established by classical geodetic methods
 KV3982.and adjusted by the National Geodetic Survey in September 1999..
 KV3982
 KV3982.The orthometric height was scaled from a topographic map.
 KV3982
 KV3982.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3982
 KV3982.The geoid height was determined by GEOID03.
 KV3982
 KV3982;                    North         East     Units Scale Factor Converg.
 KV3982;SPC NJ       -   222,287.176   189,564.000   MT  0.99991926   +0 18 24.3
 KV3982;SPC NJ       -   729,287.18    621,927.89   sFT  0.99991926   +0 18 24.3
 KV3982;SPC NY L     -    74,171.957   297,395.326   MT  0.99999494   -0 01 12.7
 KV3982;SPC NY L     -   243,345.83    975,704.50   sFT  0.99999494   -0 01 12.7
 KV3982;UTM  18      - 4,520,848.141   581,708.347   MT  0.99968217   +0 38 01.4
 KV3982
 KV3982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3982!SPC NJ       -   1.00000488  x   0.99991926  =   0.99992414
 KV3982!SPC NY L     -   1.00000488  x   0.99999494  =   0.99999982
 KV3982!UTM  18      -   1.00000488  x   0.99968217  =   0.99968705
 KV3982
 KV3982:                Primary Azimuth Mark                     Grid Az
 KV3982:SPC NJ       -  MEHR                                     359 42 55.2
 KV3982:SPC NY L     -  MEHR                                     000 02 32.2
 KV3982:UTM  18      -  MEHR                                     359 23 18.1
 KV3982
 KV3982|---------------------------------------------------------------------|
 KV3982| PID    Reference Object                     Distance      Geod. Az  |
 KV3982|                                                           dddmmss.s |
 KV3982| KV3968 MEHR                                APPROX. 1.0 KM 0000119.5 |
 KV3982| KV4006 KILN                                398.292 METERS 09818     |
 KV3982| CB5719 BRICK RM 2                                         16107     |
 KV3982| KV4029 BOARD                               APPROX. 0.8 KM 1873937.4 |
 KV3982| CB5718 BRICK RM 1                                         33639     |
 KV3982|---------------------------------------------------------------------|
 KV3982
 KV3982                          SUPERSEDED SURVEY CONTROL
 KV3982
 KV3982  NAD 83(1996)-  40 50 04.55718(N)    074 01 51.17275(W) AD(       ) 2
 KV3982  NAD 83(1996)-  40 50 04.55574(N)    074 01 51.17430(W) AD(       ) 2
 KV3982  NAD 83(1992)-  40 50 04.55477(N)    074 01 51.17510(W) AD(       ) 2
 KV3982  NAD 83(1986)-  40 50 04.56009(N)    074 01 51.17001(W) AD(       ) 2
 KV3982  NAD 27      -  40 50 04.19700(N)    074 01 52.67000(W) AD(       ) 2
 KV3982
 KV3982.Superseded values are not recommended for survey control.
 KV3982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3982.See file dsdata.txt to determine how the superseded data were derived.
 KV3982
 KV3982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8170820848(NAD 83)
 KV3982_MARKER: DS = TRIANGULATION STATION DISK
 KV3982_SETTING: 0 = UNSPECIFIED SETTING
 KV3982
 KV3982  HISTORY     - Date     Condition        Report By
 KV3982  HISTORY     - 1914     MONUMENTED       CGS
 KV3982  HISTORY     - 1932     GOOD             CGS
 KV3982  HISTORY     - 1933     POOR             CGS
 KV3982  HISTORY     - 1934     POOR             CGS
 KV3982
 KV3982                          STATION DESCRIPTION
 KV3982
 KV3982'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV3982'STATION IS ON THE W SIDE OF HACKENSACK RIVER, ABOUT 10 METERS
 KV3982'(33 FEET) FROM HIGH-WATER LINE, 1 METER (3 FEET) INSIDE OF A DYKE
 KV3982'OR ROADWAY OF BROKEN BRICKS, AND 90 METERS (295 FEET) S OF THE SE
 KV3982'CORNER OF THE SOUTHERN KILN OF THE MEHRHOF BRICK COMPANY.  THE
 KV3982'SW CORNER OF THE KILN AND THE PEAK OF THE GABLE OF A RED HOUSE
 KV3982'ARE IN RANGE FROM THE STATION.
 KV3982'
 KV3982'THE MARK IS A STANDARD DISK CEMENTED IN THE TOP OF A 4-INCH
 KV3982'TILE PIPE PROJECTING ABOUT 2 INCHES.
 KV3982'
 KV3982'A BURIED BOTTLE SERVES AS A SUBSURFACE MARK.
 KV3982'
 KV3982'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CEMENT CONTAINED IN
 KV3982'A 3-INCH TILE PIPE, ARE PLACED RESPECTIVELY 13.335 METERS (43.75
 KV3982'FEET) N 12 DEG W AND 12.375 METERS (40.60 FEET) S 7 DEG E FROM
 KV3982'THE STATION.
 KV3982
 KV3982                          STATION RECOVERY (1932)
 KV3982
 KV3982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3982'STATION RECOVERED IN POOR CONDITION FROM DESCRIPTION.  THE TWO
 KV3982'REFERENCE MARKS WERE NOT RECOVERED.
 KV3982'
 KV3982'A COMPLETE DESCRIPTION FOLLOWS--
 KV3982'
 KV3982'STATION IS ON THE W BANK OF THE HACKENSACK RIVER, IN LITTLE
 KV3982'FERRY AT THE SOUTHERN END OF MEHRHOFF ROAD IN THE OLD MEHRHOFF
 KV3982'BRICKYARD.  IT IS LOCATED IN THE BOG, APPROXIMATELY 85 METERS S
 KV3982'OF THE BRICK SHED AND 5 METERS INSHORE OF HIGH-WATER LINE.
 KV3982'
 KV3982'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK (UNSTAMPED)
 KV3982'SET IN THE TOP OF A CONCRETE-FILLED 4-INCH TILE PIPE SET FLUSH
 KV3982'WITH THE MARSHLAND.  THE STATION WAS LOCATED AS AN ECCENTRIC
 KV3982'OF HK-40 (U.S.E.).
 KV3982'
 KV3982'NO REFERENCE MARKS WERE PLACED NOR ANY REFERENCE MEASUREMENTS
 KV3982'TAKEN.
 KV3982'
 KV3982'THERE IS AMPLE ROOM BUT POOR FOOTING FOR CENTRAL TRIPOD
 KV3982'SET-UPS.  A TALL OBSERVING TOWER WOULD BE NECESSARY TO OBTAIN
 KV3982'ANY CLEARANCE ALONG THE RIVER.
 KV3982
 KV3982                          STATION RECOVERY (1933)
 KV3982
 KV3982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3982'STATION RECOVERED IN POOR CONDITION AS DESCRIBED.  THIS DISK IS
 KV3982'NOW STAMPED BRICK.
 KV3982
 KV3982                          STATION RECOVERY (1934)
 KV3982
 KV3982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV3982'STATION RECOVERED IN POOR CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4143 ***********************************************************************
 KV4143  DESIGNATION -  BRICK CHURCH SPIRE
 KV4143  PID         -  KV4143
 KV4143  STATE/COUNTY-  NJ/ESSEX
 KV4143  USGS QUAD   -  ORANGE (1981)
 KV4143
 KV4143                         *CURRENT SURVEY CONTROL
 KV4143  ___________________________________________________________________
 KV4143* NAD 83(1996)-  40 45 23.06625(N)    074 10 12.49644(W)     ADJUSTED  
 KV4143* NAVD 88     -                                                        
 KV4143  ___________________________________________________________________
 KV4143  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 KV4143  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KV4143
 KV4143  HORZ ORDER  -  THIRD
 KV4143
 KV4143.The horizontal coordinates were established by classical geodetic methods
 KV4143.and adjusted by the National Geodetic Survey in September 1999..
 KV4143
 KV4143
 KV4143.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4143
 KV4143.The geoid height was determined by GEOID03.
 KV4143
 KV4143;                    North         East     Units Scale Factor Converg.
 KV4143;SPC NJ       -   213,551.263   177,852.171   MT  0.99990955   +0 12 55.3
 KV4143;SPC NJ       -   700,626.10    583,503.33   sFT  0.99990955   +0 12 55.3
 KV4143;SPC NY L     -    65,502.275   285,632.909   MT  0.99999623   -0 06 40.6
 KV4143;SPC NY L     -   214,902.05    937,113.97   sFT  0.99999623   -0 06 40.6
 KV4143;UTM  18      - 4,512,047.728   570,049.357   MT  0.99966040   +0 32 30.5
 KV4143
 KV4143                          SUPERSEDED SURVEY CONTROL
 KV4143
 KV4143  NAD 83(1996)-  40 45 23.06606(N)    074 10 12.49664(W) AD(       ) 4
 KV4143  NAD 83(1986)-  40 45 23.06242(N)    074 10 12.50003(W) AD(       ) 4
 KV4143  NAD 27      -  40 45 22.70000(N)    074 10 13.98000(W) AD(       ) 3
 KV4143
 KV4143.Superseded values are not recommended for survey control.
 KV4143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4143.See file dsdata.txt to determine how the superseded data were derived.
 KV4143
 KV4143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7004912048(NAD 83)
 KV4143_MARKER: 90 = CHURCH SPIRE
 KV4143
 KV4143  HISTORY     - Date     Condition        Report By
 KV4143  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4143
 KV4143                          STATION DESCRIPTION
 KV4143
 KV4143'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4333 ***********************************************************************
 KV4333  DESIGNATION -  BRIDGE
 KV4333  PID         -  KV4333
 KV4333  STATE/COUNTY-  NJ/HUDSON
 KV4333  USGS QUAD   -  JERSEY CITY (1981)
 KV4333
 KV4333                         *CURRENT SURVEY CONTROL
 KV4333  ___________________________________________________________________
 KV4333* NAD 83(1996)-  40 41 32.52380(N)    074 06 20.90329(W)     ADJUSTED  
 KV4333* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 KV4333  ___________________________________________________________________
 KV4333  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 KV4333  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KV4333
 KV4333  HORZ ORDER  -  THIRD
 KV4333
 KV4333.The horizontal coordinates were established by classical geodetic methods
 KV4333.and adjusted by the National Geodetic Survey in September 1999..
 KV4333
 KV4333.The orthometric height was scaled from a topographic map.
 KV4333
 KV4333.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4333
 KV4333.The geoid height was determined by GEOID03.
 KV4333
 KV4333;                    North         East     Units Scale Factor Converg.
 KV4333;SPC NJ       -   206,462.852   183,315.977   MT  0.99991366   +0 15 25.3
 KV4333;SPC NJ       -   677,370.21    601,429.17   sFT  0.99991366   +0 15 25.3
 KV4333;SPC NY L     -    58,382.239   291,056.706   MT  0.99999867   -0 04 09.1
 KV4333;SPC NY L     -   191,542.40    954,908.54   sFT  0.99999867   -0 04 09.1
 KV4333;UTM  18      - 4,504,992.281   575,552.079   MT  0.99967026   +0 34 58.9
 KV4333
 KV4333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4333!SPC NJ       -   1.00000415  x   0.99991366  =   0.99991781
 KV4333!SPC NY L     -   1.00000415  x   0.99999867  =   1.00000282
 KV4333!UTM  18      -   1.00000415  x   0.99967026  =   0.99967441
 KV4333
 KV4333:                Primary Azimuth Mark                     Grid Az
 KV4333:SPC NJ       -  JERSEY CITY GERMAN LUTH CH               046 09 07.1
 KV4333:SPC NY L     -  JERSEY CITY GERMAN LUTH CH               046 28 41.5
 KV4333:UTM  18      -  JERSEY CITY GERMAN LUTH CH               045 49 33.5
 KV4333
 KV4333|---------------------------------------------------------------------|
 KV4333| PID    Reference Object                     Distance      Geod. Az  |
 KV4333|                                                           dddmmss.s |
 KV4333| KV4291 JERSEY CITY GERMAN LUTH CH          APPROX. 1.5 KM 0462432.4 |
 KV4333| CB5720 BRIDGE RM 2                          31.913 METERS 16159     |
 KV4333| KV4232 BAYONNE LEOLASTIC WORKS CO TK       APPROX. 2.3 KM 2123935.8 |
 KV4333| KV4414 B 2                                 APPROX. 2.3 KM 2135155.1 |
 KV4333| KV4762 NEWARK BAY PASSAIC LH OLD TWR       APPROX. 1.8 KM 2832559.1 |
 KV4333| KV4776 NEW CHIMNEY IN MARSH                APPROX. 4.6 KM 2945054.4 |
 KV4333| KV4770 NEWARK MEADOW BALL BLUE CHIM        APPROX. 4.3 KM 3115721.0 |
 KV4333| KV4299 NEWARK GROSS CO STACK               APPROX. 2.5 KM 3223621.5 |
 KV4333| KV4324 BUTTERWORTH JUDSON CHEM CHIM        APPROX. 3.6 KM 3355803.0 |
 KV4333|---------------------------------------------------------------------|
 KV4333
 KV4333                          SUPERSEDED SURVEY CONTROL
 KV4333
 KV4333  NAD 83(1996)-  40 41 32.52370(N)    074 06 20.90340(W) AD(       ) 3
 KV4333  NAD 83(1996)-  40 41 32.52233(N)    074 06 20.90489(W) AD(       ) 3
 KV4333  NAD 83(1992)-  40 41 32.52186(N)    074 06 20.90559(W) AD(       ) 3
 KV4333  NAD 83(1986)-  40 41 32.52135(N)    074 06 20.90657(W) AD(       ) 3
 KV4333  NAD 27      -  40 41 32.15300(N)    074 06 22.39600(W) AD(       ) 3
 KV4333
 KV4333.Superseded values are not recommended for survey control.
 KV4333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4333.See file dsdata.txt to determine how the superseded data were derived.
 KV4333
 KV4333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7555204992(NAD 83)
 KV4333_MARKER: DS = TRIANGULATION STATION DISK
 KV4333_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4333_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4333
 KV4333  HISTORY     - Date     Condition        Report By
 KV4333  HISTORY     - 1913     MONUMENTED       CGS
 KV4333  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4333
 KV4333                          STATION DESCRIPTION
 KV4333
 KV4333'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4333'STATION IS ON THE E SHORE OF NEWARK BAY, IN THE NW PART OF
 KV4333'BAYONNE AND UNDER THE LEHIGH VALLEY RAILROAD BRIDGE.  THE STATION
 KV4333'IS ABOUT 20 METERS OUTSIDE OF THE HIGH-WATER LINE, ON THE SANDY
 KV4333'REACH WHICH BARES AT LOW-WATER.  IT IS ABOUT 1 METER N OF THE
 KV4333'SOUTHERN PILE OF THE THIRD ROW OF PILES OUT FROM HIGH WATER.
 KV4333'
 KV4333'THE STATION IS MARKED BY A STANDARD BRASS DISK SET IN THE TOP
 KV4333'OF A PIECE OF 3-INCH TILE PIPE FILLED WITH CONCRETE AND SUNK
 KV4333'SO AS TO PROJECT 3 INCHES ABOVE THE SURFACE.
 KV4333'
 KV4333'TWO REFERENCE MARKS ARE PLACED RESPECTIVELY 89.35 FEET E BY N
 KV4333'1/2 N AND 104.70 FEET S BY E FROM THE STATION.  THE FIRST IS A
 KV4333'COPPER NAIL IN THE TOP OF A CYLINDER OF CONCRETE CONTAINED IN A
 KV4333'PIECE OF 3-INCH TILE PIPE AND IS FLUSH WITH THE SURFACE.  THE
 KV4333'OTHER IS A TRIANGLE CUT IN THE NW CORNER OF A MASONRY WALL AT
 KV4333'THE MOUTH OF A SEWER.
 KV4333
 KV4333                          STATION RECOVERY (1931)
 KV4333
 KV4333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4333'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0263 ***********************************************************************
 KV0263  DESIGNATION -  BRIDGE 1
 KV0263  PID         -  KV0263
 KV0263  STATE/COUNTY-  NJ/ESSEX
 KV0263  USGS QUAD   -  JERSEY CITY (1981)
 KV0263
 KV0263                         *CURRENT SURVEY CONTROL
 KV0263  ___________________________________________________________________
 KV0263* NAD 83(1986)-  40 43 57.     (N)    074 07 08.     (W)     SCALED    
 KV0263* NAVD 88     -        14.464  (meters)      47.45   (feet)  ADJUSTED  
 KV0263  ___________________________________________________________________
 KV0263  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV0263  DYNAMIC HT  -          14.458 (meters)      47.43  (feet)  COMP
 KV0263  MODELED GRAV-     980,232.7   (mgal)                       NAVD 88
 KV0263
 KV0263  VERT ORDER  -  FIRST     CLASS I
 KV0263
 KV0263.The horizontal coordinates were scaled from a topographic map and have
 KV0263.an estimated accuracy of +/- 6 seconds.
 KV0263
 KV0263.The orthometric height was determined by differential leveling
 KV0263.and adjusted by the National Geodetic Survey in June 1991..
 KV0263
 KV0263.The geoid height was determined by GEOID03.
 KV0263
 KV0263.The dynamic height is computed by dividing the NAVD 88
 KV0263.geopotential number by the normal gravity value computed on the
 KV0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0263.degrees latitude (g = 980.6199 gals.).
 KV0263
 KV0263.The modeled gravity was interpolated from observed gravity values.
 KV0263
 KV0263;                    North         East    Units  Estimated Accuracy
 KV0263;SPC NJ       -   210,910.      182,190.      MT  (+/- 180 meters Scaled)
 KV0263
 KV0263                          SUPERSEDED SURVEY CONTROL
 KV0263
 KV0263  NGVD 29 (04/16/92)   14.811  (m)           48.59   (f) ADJUSTED    1 1
 KV0263
 KV0263.Superseded values are not recommended for survey control.
 KV0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0263.See file dsdata.txt to determine how the superseded data were derived.
 KV0263
 KV0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL744094(NAD 83)
 KV0263_MARKER: DD = SURVEY DISK
 KV0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0263_SP_SET: SIDEWALK
 KV0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0263
 KV0263  HISTORY     - Date     Condition        Report By
 KV0263  HISTORY     - 1965     MONUMENTED       DOD
 KV0263  HISTORY     - 1965     GOOD             CGS
 KV0263
 KV0263                          STATION DESCRIPTION
 KV0263
 KV0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0263'AT NEWARK.
 KV0263'AT NEWARK, ALONG U.S. HIGHWAYS 1 AND 9 AT THE BRIDGE OVER PASSAIC
 KV0263'RIVER, SET IN THE TOP OF THE SIDEWALK ALONG THE NORTHEAST SIDE
 KV0263'OF THE BRIDGE, 46.0 FEET NORTHWEST OF THE NORTHWEST END OF THE
 KV0263'LIFT SPAN OF THE BRIDGE, 5.2 FEET NORTHEAST OF THE NORTHEAST
 KV0263'CURB OF THE HIGHWAY, 2.7 FEET SOUTHWEST OF THE GUARD RAIL AND
 KV0263'ABOUT 1 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.  U.S. HIGHWAY
 KV0263'1 AND 9 IS THE TRUCK ROUTE AT THIS POINT AND ALSO STATE HIGHWAY
 KV0263'25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0264 ***********************************************************************
 KV0264  DESIGNATION -  BRIDGE 2
 KV0264  PID         -  KV0264
 KV0264  STATE/COUNTY-  NJ/ESSEX
 KV0264  USGS QUAD   -  JERSEY CITY (1981)
 KV0264
 KV0264                         *CURRENT SURVEY CONTROL
 KV0264  ___________________________________________________________________
 KV0264* NAD 83(1986)-  40 43 56.     (N)    074 07 02.     (W)     SCALED    
 KV0264* NAVD 88     -        14.600  (meters)      47.90   (feet)  ADJUSTED  
 KV0264  ___________________________________________________________________
 KV0264  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KV0264  DYNAMIC HT  -          14.594 (meters)      47.88  (feet)  COMP
 KV0264  MODELED GRAV-     980,233.1   (mgal)                       NAVD 88
 KV0264
 KV0264  VERT ORDER  -  FIRST     CLASS I
 KV0264
 KV0264.The horizontal coordinates were scaled from a topographic map and have
 KV0264.an estimated accuracy of +/- 6 seconds.
 KV0264
 KV0264.The orthometric height was determined by differential leveling
 KV0264.and adjusted by the National Geodetic Survey in June 1991..
 KV0264
 KV0264.The geoid height was determined by GEOID03.
 KV0264
 KV0264.The dynamic height is computed by dividing the NAVD 88
 KV0264.geopotential number by the normal gravity value computed on the
 KV0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0264.degrees latitude (g = 980.6199 gals.).
 KV0264
 KV0264.The modeled gravity was interpolated from observed gravity values.
 KV0264
 KV0264;                    North         East    Units  Estimated Accuracy
 KV0264;SPC NJ       -   210,880.      182,330.      MT  (+/- 180 meters Scaled)
 KV0264
 KV0264                          SUPERSEDED SURVEY CONTROL
 KV0264
 KV0264  NGVD 29 (04/16/92)   14.947  (m)           49.04   (f) ADJUSTED    1 1
 KV0264
 KV0264.Superseded values are not recommended for survey control.
 KV0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0264.See file dsdata.txt to determine how the superseded data were derived.
 KV0264
 KV0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL745094(NAD 83)
 KV0264_MARKER: DD = SURVEY DISK
 KV0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0264_SP_SET: SIDEWALK
 KV0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0264
 KV0264  HISTORY     - Date     Condition        Report By
 KV0264  HISTORY     - 1965     MONUMENTED       DOD
 KV0264  HISTORY     - 1965     GOOD             CGS
 KV0264
 KV0264                          STATION DESCRIPTION
 KV0264
 KV0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0264'AT KEARNY.
 KV0264'AT KEARNY, ALONG U.S. HIGHWAYS 1 AND 9 AT THE BRIDGE OVER THE
 KV0264'PASSAIC RIVER, SET IN THE TOP OF THE SIDEWALK ALONG THE NORTHEAST
 KV0264'SIDE OF THE HIGHWAY, 41.8 FEET SOUTHEAST OF THE SOUTHEAST END OF
 KV0264'THE LIFT SPAN OF THE BRIDGE, 5.3 FEET NORTHEAST OF THE NORTHEAST
 KV0264'CURB OF THE HIGHWAY, 2.6 FEET SOUTHWEST OF THE GUARD RAIL AND
 KV0264'ABOUT 1 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.  U.S. HIGHWAYS
 KV0264'1 AND 9 IS THE TRUCK ROUTE AT THIS POINT AND ALSO STATE HIGHWAY
 KV0264'25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5657 ***********************************************************************
 KV5657  DESIGNATION -  BRIDGE 2
 KV5657  PID         -  KV5657
 KV5657  STATE/COUNTY-  NJ/BURLINGTON
 KV5657  USGS QUAD   -  BRISTOL (1981)
 KV5657
 KV5657                         *CURRENT SURVEY CONTROL
 KV5657  ___________________________________________________________________
 KV5657* NAD 83(1996)-  40 06 04.89930(N)    074 49 49.60718(W)     ADJUSTED  
 KV5657* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5657  ___________________________________________________________________
 KV5657  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 KV5657  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV5657
 KV5657  HORZ ORDER  -  SECOND
 KV5657
 KV5657.The horizontal coordinates were established by classical geodetic methods
 KV5657.and adjusted by the National Geodetic Survey in September 1999..
 KV5657
 KV5657.The orthometric height was scaled from a topographic map.
 KV5657
 KV5657.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5657
 KV5657.The geoid height was determined by GEOID03.
 KV5657
 KV5657;                    North         East     Units Scale Factor Converg.
 KV5657;SPC NJ       -   140,820.286   121,826.462   MT  0.99990977   -0 12 46.3
 KV5657;SPC NJ       -   462,007.89    399,692.32   sFT  0.99990977   -0 12 46.3
 KV5657;SPC PA S     -    89,392.137   848,892.092   MT  0.99997798   +1 53 39.1
 KV5657;SPC PA S     -   293,280.70  2,785,073.47   sFT  0.99997798   +1 53 39.1
 KV5657;UTM  18      - 4,439,021.161   514,451.622   MT  0.99960257   +0 06 33.2
 KV5657
 KV5657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5657!SPC NJ       -   1.00000473  x   0.99990977  =   0.99991450
 KV5657!SPC PA S     -   1.00000473  x   0.99997798  =   0.99998271
 KV5657!UTM  18      -   1.00000473  x   0.99960257  =   0.99960730
 KV5657
 KV5657|---------------------------------------------------------------------|
 KV5657| PID    Reference Object                     Distance      Geod. Az  |
 KV5657|                                                           dddmmss.s |
 KV5657| CB5721 BRIDGE 2 RM 1                        17.932 METERS 09626     |
 KV5657| CB5722 BRIDGE 2 RM 2                        24.541 METERS 18435     |
 KV5657| KV5611 LEHEIGH RANGE UPPER LIGHT           APPROX. 2.1 KM 2520354.6 |
 KV5657| KV5638 BRISTOL PATENT LEATHER E TANK       APPROX. 2.0 KM 3235835.2 |
 KV5657| KV5647 BRISTOL LANDRETHS BARN CUPOLA       APPROX. 1.6 KM 3401955.2 |
 KV5657|---------------------------------------------------------------------|
 KV5657
 KV5657                          SUPERSEDED SURVEY CONTROL
 KV5657
 KV5657  NAD 83(1986)-  40 06 04.89968(N)    074 49 49.60740(W) AD(       ) 2
 KV5657  NAD 27      -  40 06 04.50200(N)    074 49 51.01600(W) AD(       ) 2
 KV5657
 KV5657.Superseded values are not recommended for survey control.
 KV5657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5657.See file dsdata.txt to determine how the superseded data were derived.
 KV5657
 KV5657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1445239021(NAD 83)
 KV5657_MARKER: DS = TRIANGULATION STATION DISK
 KV5657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5657
 KV5657  HISTORY     - Date     Condition        Report By
 KV5657  HISTORY     - 1935     MONUMENTED       CGS
 KV5657  HISTORY     - 1947     GOOD             CGS
 KV5657  HISTORY     - 19900524 MARK NOT FOUND   NJGS
 KV5657
 KV5657                          STATION DESCRIPTION
 KV5657
 KV5657'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5657'THIS STATION IS 2.8 MILES NE OF BURLINGTON, WHERE RIVER ROAD
 KV5657'CURVES AROUND SMALL HILL, 8.85 METERS NW OF ROAD CENTER LINE, 3.24
 KV5657'METERS NW OF OUTER RAIL OF OLD TROLLEY TRACK, 177.5 METERS SW OF
 KV5657'CENTER OF BRIDGE OVER SMALL CREEK, 27.07 METERS W OF TELEGRAPH
 KV5657'POLE NO. 52, 16.78 METERS N OF POLE NO. 51.
 KV5657'
 KV5657'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5657'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 KV5657'
 KV5657'REFERENCE MARK NO. 1 IS ON TOP OF BANK DIRECTLY ACROSS ROAD FROM
 KV5657'STATION, 3.15 METERS N OF A 3-FOOT TREE.  REFERENCE MARK NO. 2 IS
 KV5657'SW OF STATION, 1.20 METERS NW OF OUTER RAIL OF TRACK.
 KV5657'
 KV5657'MAIN SCHEME STATION.
 KV5657'
 KV5657'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV5657
 KV5657                          STATION RECOVERY (1947)
 KV5657
 KV5657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5657'STATION RECOVERED IN GOOD CONDITION.  HOWEVER, THE PERMACRETE
 KV5657'CONSTRUCTION CORPORATION IS PLANNING CONSIDERABLE NEW CONSTRUCTION
 KV5657'IN THE AREA.  MR. J.R. MELBERGER, IN CHARGE OF CONSTRUCTION AT
 KV5657'DATE OF INSPECTION, PROMISED TO SAVE THE STATION MARK AND
 KV5657'REFERENCE MARKS AND TO ALSO MARK THEIR POSITIONS IN SOME WAY FOR
 KV5657'FUTURE RECOVERY.  (SUGGEST THAT RESPONSIBLE PLANT PERSONNEL
 KV5657'BE CONTACTED IF TROUBLE IS EXPERIENCED IN FUTURE RECOVERY.)
 KV5657'
 KV5657'THE 1935 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGES--
 KV5657'
 KV5657'1.  DELETE REFERENCE TO OLD TROLLEY TRACK AND POLE NO. 52.
 KV5657'
 KV5657'2.  ADD STATION MARK IS 35.3 METERS SE OF THE SW CORNER OF THE
 KV5657'PERMACRETE CONSTRUCTION CORPORATION IRON FENCE, AND 58.4 METERS
 KV5657'SW OF THE CENTER OF A GATE IN THE IRON FENCE.
 KV5657
 KV5657                          STATION RECOVERY (1990)
 KV5657
 KV5657'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV5657'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV5657'SEARCH BY A ONE MAN PARTY.  PRESENT OWNER OF PROPERTY COULD NOT BE
 KV5657'DETERMINED AS OF THIS DATE.  REFERENCE MARK NO.  1 WAS NOT SEARCHED
 KV5657'FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2866 ***********************************************************************
 JU2866  DESIGNATION -  BRIDGE TENDERS HOUSE
 JU2866  PID         -  JU2866
 JU2866  STATE/COUNTY-  NJ/CAPE MAY
 JU2866  USGS QUAD   -  MARMORA (1994)
 JU2866
 JU2866                         *CURRENT SURVEY CONTROL
 JU2866  ___________________________________________________________________
 JU2866* NAD 83(1996)-  39 17 33.65512(N)    074 37 34.46387(W)     ADJUSTED  
 JU2866* NAVD 88     -                                                        
 JU2866  ___________________________________________________________________
 JU2866  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 JU2866  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 JU2866
 JU2866  HORZ ORDER  -  THIRD
 JU2866
 JU2866.The horizontal coordinates were established by classical geodetic methods
 JU2866.and adjusted by the National Geodetic Survey in September 1999..
 JU2866
 JU2866
 JU2866.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2866
 JU2866.The geoid height was determined by GEOID03.
 JU2866
 JU2866;                    North         East     Units Scale Factor Converg.
 JU2866;SPC NJ       -    50,997.861   139,110.569   MT  0.99990146   -0 04 47.8
 JU2866;SPC NJ       -   167,315.48    456,398.59   sFT  0.99990146   -0 04 47.8
 JU2866;UTM  18      - 4,349,323.210   532,230.823   MT  0.99961279   +0 14 12.1
 JU2866
 JU2866                          SUPERSEDED SURVEY CONTROL
 JU2866
 JU2866  NAD 83(1986)-  39 17 33.64074(N)    074 37 34.46451(W) AD(       ) 4
 JU2866  NAD 27      -  39 17 33.22200(N)    074 37 35.89800(W) AD(       ) 3
 JU2866
 JU2866.Superseded values are not recommended for survey control.
 JU2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2866.See file dsdata.txt to determine how the superseded data were derived.
 JU2866
 JU2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3223149323(NAD 83)
 JU2866
 JU2866  HISTORY     - Date     Condition        Report By
 JU2866  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU2866  HISTORY     - 1937     GOOD             CGS
 JU2866  HISTORY     - 1950     GOOD             CGS
 JU2866
 JU2866                          STATION DESCRIPTION
 JU2866
 JU2866'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2866'THIS INTERSECTION STATION IS THE CENTER OF SMALL BRIDGE
 JU2866'TENDERS HOUSE ON THE WESTERN SIDE OF THE BRIDGE OVER GREAT EGG
 JU2866'HARBOR RIVER LEADING FROM SOMERS POINT TO BEESLEYS POINT.  IT IS
 JU2866'AT THE POINT WHERE THE TOLL IS COLLECTED.  THE HOUSE IS WHITE
 JU2866'AND HAS A RED ROOF.  NO MARKS WERE PUT IN.
 JU2866
 JU2866                          STATION RECOVERY (1937)
 JU2866
 JU2866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2866'THE STATION WAS RECOVERED AS DESCRIBED.  THE ORIGINAL
 JU2866'DESCRIPTION WAS FOUND TO BE COMPLETE.  EXCEPT, THE STATION IS
 JU2866'ON THE S SIDE OF THE DRAW.
 JU2866
 JU2866                          STATION RECOVERY (1950)
 JU2866
 JU2866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2866'STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 JU2866'DESCRIPTION IS ADEQUATE AND CORRECT WITH THE FOLLOWING EXCEPTION--
 JU2866'
 JU2866'THE HOUSE IS NOT USED FOR COLLECTING TOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5693 ***********************************************************************
 KV5693  DESIGNATION -  BRIDGEBORO NE TRANSM TOWER
 KV5693  PID         -  KV5693
 KV5693  STATE/COUNTY-  NJ/BURLINGTON
 KV5693  USGS QUAD   -  BEVERLY (1973)
 KV5693
 KV5693                         *CURRENT SURVEY CONTROL
 KV5693  ___________________________________________________________________
 KV5693* NAD 83(1996)-  40 01 46.01175(N)    074 55 52.83026(W)     ADJUSTED  
 KV5693* NAVD 88     -                                                        
 KV5693  ___________________________________________________________________
 KV5693  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 KV5693  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV5693
 KV5693  HORZ ORDER  -  THIRD
 KV5693
 KV5693.The horizontal coordinates were established by classical geodetic methods
 KV5693.and adjusted by the National Geodetic Survey in September 1999..
 KV5693
 KV5693
 KV5693.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5693
 KV5693.The geoid height was determined by GEOID03.
 KV5693
 KV5693;                    North         East     Units Scale Factor Converg.
 KV5693;SPC NJ       -   132,872.935   113,185.514   MT  0.99991668   -0 16 38.8
 KV5693;SPC NJ       -   435,933.95    371,342.81   sFT  0.99991668   -0 16 38.8
 KV5693;SPC PA S     -    81,131.954   840,548.546   MT  0.99998636   +1 49 43.4
 KV5693;SPC PA S     -   266,180.42  2,757,699.69   sFT  0.99998636   +1 49 43.4
 KV5693;UTM  18      - 4,431,027.892   505,858.130   MT  0.99960042   +0 02 39.0
 KV5693
 KV5693                          SUPERSEDED SURVEY CONTROL
 KV5693
 KV5693  NAD 83(1986)-  40 01 46.00915(N)    074 55 52.83251(W) AD(       ) 4
 KV5693  NAD 27      -  40 01 45.61300(N)    074 55 54.22500(W) AD(       ) 3
 KV5693
 KV5693.Superseded values are not recommended for survey control.
 KV5693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5693.See file dsdata.txt to determine how the superseded data were derived.
 KV5693
 KV5693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0585831028(NAD 83)
 KV5693_MARKER: 55 = TOWER
 KV5693
 KV5693  HISTORY     - Date     Condition        Report By
 KV5693  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5693  HISTORY     - 1947     GOOD             CGS
 KV5693  HISTORY     - 1963     GOOD             NJDCED
 KV5693  HISTORY     - 1976     GOOD             NGS
 KV5693  HISTORY     - 19940710 MARK NOT FOUND   USPSQD
 KV5693
 KV5693                          STATION DESCRIPTION
 KV5693
 KV5693'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5693'THIS STATION IS THE TIP OF THE SQUARE SKELETON STEEL TOWER WHICH
 KV5693'WITH A SIMILAR TOWER CARRIES A TRANSMISSION LINE ACROSS RANCOCAS
 KV5693'RIVER AT BRIDGEBORO.  THIS TOWER IS ABOUT 150 FEET HIGH AND IS
 KV5693'ABOUT 50 FEET N OF U.S. HIGHWAY 130 AND ABOUT 25 FEET E OF RIVER
 KV5693'BANK.
 KV5693
 KV5693                          STATION RECOVERY (1947)
 KV5693
 KV5693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5693'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5693'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGE--
 KV5693'
 KV5693'CHANGE RIVER TO CREEK.
 KV5693
 KV5693                          STATION RECOVERY (1963)
 KV5693
 KV5693'RECOVERY NOTE BY NJ CONS AND ECON DEV 1963
 KV5693'THE PUBLIC SERVICE UTILITY CO. IS GOING TO REMOVE THE TOPS FROM THE
 KV5693'NORTHEAST AND SOUTHWEST TRANSMISSION TOWERS.
 KV5693
 KV5693                          STATION RECOVERY (1976)
 KV5693
 KV5693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5693'THIS TOWER APPEARS TO BE THE SAME OBSERVED BY G.L.A. AND RECOVERED
 KV5693'IN 1947 BY R.J.S.  THE TOWERS ARE UNIQUE ALONG THE SKYLINE AT
 KV5693'THIS TIME.  THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 KV5693
 KV5693                          STATION RECOVERY (1994)
 KV5693
 KV5693'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV5693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5692 ***********************************************************************
 KV5692  DESIGNATION -  BRIDGEBORO SW TRANSM TOWER
 KV5692  PID         -  KV5692
 KV5692  STATE/COUNTY-  NJ/BURLINGTON
 KV5692  USGS QUAD   -  BEVERLY (1973)
 KV5692
 KV5692                         *CURRENT SURVEY CONTROL
 KV5692  ___________________________________________________________________
 KV5692* NAD 83(1996)-  40 01 41.34659(N)    074 56 00.27244(W)     ADJUSTED  
 KV5692* NAVD 88     -                                                        
 KV5692  ___________________________________________________________________
 KV5692  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 KV5692  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV5692
 KV5692  HORZ ORDER  -  THIRD
 KV5692
 KV5692.The horizontal coordinates were established by classical geodetic methods
 KV5692.and adjusted by the National Geodetic Survey in September 1999..
 KV5692
 KV5692
 KV5692.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5692
 KV5692.The geoid height was determined by GEOID03.
 KV5692
 KV5692;                    North         East     Units Scale Factor Converg.
 KV5692;SPC NJ       -   132,729.917   113,008.374   MT  0.99991684   -0 16 43.5
 KV5692;SPC NJ       -   435,464.74    370,761.64   sFT  0.99991684   -0 16 43.5
 KV5692;SPC PA S     -    80,982.512   840,376.770   MT  0.99998653   +1 49 38.6
 KV5692;SPC PA S     -   265,690.12  2,757,136.12   sFT  0.99998653   +1 49 38.6
 KV5692;UTM  18      - 4,430,883.928   505,681.852   MT  0.99960040   +0 02 34.2
 KV5692
 KV5692                          SUPERSEDED SURVEY CONTROL
 KV5692
 KV5692  NAD 83(1986)-  40 01 41.34400(N)    074 56 00.27470(W) AD(       ) 4
 KV5692  NAD 27      -  40 01 40.94800(N)    074 56 01.66600(W) AD(       ) 3
 KV5692
 KV5692.Superseded values are not recommended for survey control.
 KV5692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5692.See file dsdata.txt to determine how the superseded data were derived.
 KV5692
 KV5692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0568230884(NAD 83)
 KV5692_MARKER: 55 = TOWER
 KV5692
 KV5692  HISTORY     - Date     Condition        Report By
 KV5692  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5692  HISTORY     - 1947     GOOD             CGS
 KV5692  HISTORY     - 1963     GOOD             NJDCED
 KV5692  HISTORY     - 1976     GOOD             NGS
 KV5692
 KV5692                          STATION DESCRIPTION
 KV5692
 KV5692'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5692'THIS STATION IS THE TIP OF THE SQUARE SKELETON STEEL TOWER WHICH
 KV5692'WITH A SIMILAR TOWER CARRIES A TRANSMISSION LINE ACROSS THE
 KV5692'RANCOCAS RIVER AT BRIDGEBORO.  THIS TOWER IS ABOUT 150 FEET HIGH
 KV5692'AND IS ABOUT 150 FEET N OF U.S. HIGHWAY 130 AND 50 FEET W OF THE
 KV5692'RIVER BANK.
 KV5692
 KV5692                          STATION RECOVERY (1947)
 KV5692
 KV5692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5692'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5692'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGE--
 KV5692'
 KV5692'CHANGE RIVER TO CREEK.
 KV5692
 KV5692                          STATION RECOVERY (1963)
 KV5692
 KV5692'RECOVERY NOTE BY NJ CONS AND ECON DEV 1963
 KV5692'THE PUBLIC SERVICE UTILITY CO. IS GOING TO REMOVE THE TOPS FROM THE
 KV5692'NORTHEAST AND SOUTHWEST TRANSMISSION TOWERS.
 KV5692
 KV5692                          STATION RECOVERY (1976)
 KV5692
 KV5692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5692'THIS TOWER APPEARS TO BE THE SAME OBSERVED BY G.L.A. AND RECOVERED
 KV5692'IN 1947 BY R.J.S.  THE TOWERS ARE UNIQUE ALONG THE SKYLINE AT THIS
 KV5692'TIME.  THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3295 ***********************************************************************
 JU3295  DESIGNATION -  BRIDGEPORT MUNICIPAL TANK
 JU3295  PID         -  JU3295
 JU3295  STATE/COUNTY-  NJ/GLOUCESTER
 JU3295  USGS QUAD   -  BRIDGEPORT (1995)
 JU3295
 JU3295                         *CURRENT SURVEY CONTROL
 JU3295  ___________________________________________________________________
 JU3295* NAD 83(1996)-  39 47 55.31874(N)    075 21 06.40173(W)     ADJUSTED  
 JU3295* NAVD 88     -                                                        
 JU3295  ___________________________________________________________________
 JU3295  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 JU3295  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU3295
 JU3295  HORZ ORDER  -  THIRD
 JU3295
 JU3295.The horizontal coordinates were established by classical geodetic methods
 JU3295.and adjusted by the National Geodetic Survey in September 1999..
 JU3295
 JU3295
 JU3295.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3295
 JU3295.The geoid height was determined by GEOID03.
 JU3295
 JU3295;                    North         East     Units Scale Factor Converg.
 JU3295;SPC NJ       -   107,512.792    77,057.037   MT  0.99996548   -0 32 42.9
 JU3295;SPC NJ       -   352,731.55    252,811.30   sFT  0.99996548   -0 32 42.9
 JU3295;SPC PA S     -    54,460.832   805,373.137   MT  1.00002378   +1 33 21.4
 JU3295;SPC PA S     -   178,676.91  2,642,295.03   sFT  1.00002378   +1 33 21.4
 JU3295;SPC DE       -   199,681.106   205,557.281   MT  0.99999538   +0 02 29.5
 JU3295;SPC DE       -   655,120.43    674,399.18   sFT  0.99999538   +0 02 29.5
 JU3295;UTM  18      - 4,405,474.415   469,884.291   MT  0.99961117   -0 13 30.6
 JU3295
 JU3295                          SUPERSEDED SURVEY CONTROL
 JU3295
 JU3295  NAD 83(1991)-  39 47 55.31797(N)    075 21 06.40200(W) AD(       ) 4
 JU3295  NAD 83(1986)-  39 47 55.31411(N)    075 21 06.40450(W) AD(       ) 4
 JU3295  NAD 27      -  39 47 54.90000(N)    075 21 07.71400(W) AD(       ) 3
 JU3295
 JU3295.Superseded values are not recommended for survey control.
 JU3295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3295.See file dsdata.txt to determine how the superseded data were derived.
 JU3295
 JU3295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6988405474(NAD 83)
 JU3295_MARKER: 51 = TANK
 JU3295
 JU3295  HISTORY     - Date     Condition        Report By
 JU3295  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3295  HISTORY     - 1975     GOOD             NGS
 JU3295  HISTORY     - 1982     GOOD             NGS
 JU3295  HISTORY     - 19981114 GOOD             USPSQD
 JU3295
 JU3295                          STATION DESCRIPTION
 JU3295
 JU3295'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3295'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE TALL BLACK
 JU3295'WATER TANK OWNED BY THE BRIDGEPORT WATER COMPANY.  IT IS ABOUT
 JU3295'60 FEET S OF THE PENNSYLVANIA RAILROAD TRACK AND ABOUT 75 FEET
 JU3295'W OF THE RAILROAD STATION AT THE END OF RAILROAD AVENUE.  IT IS
 JU3295'ABOUT 125 FEET HIGH AND IS THE HIGHEST STRUCTURE IN THE VICINITY
 JU3295'AND IS VERY PROMINENT.
 JU3295
 JU3295                          STATION RECOVERY (1975)
 JU3295
 JU3295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3295'THE STATION WAS RECOVERED IN FAIR CONDITION, THE ORIGINAL
 JU3295'DESCRIPTION IS ADEQUATE.
 JU3295
 JU3295                          STATION RECOVERY (1982)
 JU3295
 JU3295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RGP)
 JU3295'THE STATION WAS RECOVERED AT THIS DATE.
 JU3295'RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN 1946.
 JU3295'
 JU3295'DESCRIBED BY RALPH G POUST
 JU3295
 JU3295                          STATION RECOVERY (1998)
 JU3295
 JU3295'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4011 ***********************************************************************
 JU4011  DESIGNATION -  BRIDGEPORT PRIMARY PAIR 1
 JU4011  PID         -  JU4011
 JU4011  STATE/COUNTY-  NJ/GLOUCESTER
 JU4011  USGS QUAD   -  BRIDGEPORT (1995)
 JU4011
 JU4011                         *CURRENT SURVEY CONTROL
 JU4011  ___________________________________________________________________
 JU4011* NAD 83(1996)-  39 47 49.95480(N)    075 20 33.90114(W)     ADJUSTED  
 JU4011* NAVD 88     -         5.7    (meters)      19.     (feet)  GPS OBS   
 JU4011  ___________________________________________________________________
 JU4011  X           -   1,241,681.174 (meters)                     COMP
 JU4011  Y           -  -4,747,435.732 (meters)                     COMP
 JU4011  Z           -   4,060,694.005 (meters)                     COMP
 JU4011  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 JU4011  ELLIP HEIGHT-         -27.28  (meters)          (09/25/02) GPS OBS
 JU4011  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 JU4011
 JU4011  HORZ ORDER  -  FIRST
 JU4011  ELLP ORDER  -  FOURTH    CLASS I
 JU4011
 JU4011.The horizontal coordinates were established by GPS observations
 JU4011.and adjusted by the National Geodetic Survey in March 2000..
 JU4011
 JU4011.The orthometric height was determined by GPS observations and a
 JU4011.high-resolution geoid model.
 JU4011
 JU4011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4011
 JU4011.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4011
 JU4011.The ellipsoidal height was determined by GPS observations
 JU4011.and is referenced to NAD 83.
 JU4011
 JU4011.The geoid height was determined by GEOID03.
 JU4011
 JU4011;                    North         East     Units Scale Factor Converg.
 JU4011;SPC NJ       -   107,340.053    77,828.608   MT  0.99996411   -0 32 22.0
 JU4011;SPC NJ       -   352,164.82    255,342.69   sFT  0.99996411   -0 32 22.0
 JU4011;SPC PA S     -    54,316.490   806,150.568   MT  1.00002407   +1 33 42.5
 JU4011;SPC PA S     -   178,203.35  2,644,845.66   sFT  1.00002407   +1 33 42.5
 JU4011;SPC DE       -   199,516.272   206,330.603   MT  0.99999549   +0 02 50.3
 JU4011;SPC DE       -   654,579.64    676,936.32   sFT  0.99999549   +0 02 50.3
 JU4011;UTM  18      - 4,405,306.048   470,656.541   MT  0.99961060   -0 13 09.8
 JU4011
 JU4011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4011!SPC NJ       -   1.00000428  x   0.99996411  =   0.99996839
 JU4011!SPC PA S     -   1.00000428  x   1.00002407  =   1.00002835
 JU4011!SPC DE       -   1.00000428  x   0.99999549  =   0.99999977
 JU4011!UTM  18      -   1.00000428  x   0.99961060  =   0.99961488
 JU4011
 JU4011:                Primary Azimuth Mark                     Grid Az
 JU4011:SPC NJ       -  BRIDGEPORT PRIMARY PAIR 2                150 11 52.8
 JU4011:SPC PA S     -  BRIDGEPORT PRIMARY PAIR 2                148 05 48.3
 JU4011:SPC DE       -  BRIDGEPORT PRIMARY PAIR 2                149 36 40.5
 JU4011:UTM  18      -  BRIDGEPORT PRIMARY PAIR 2                149 52 40.6
 JU4011
 JU4011|---------------------------------------------------------------------|
 JU4011| PID    Reference Object                     Distance      Geod. Az  |
 JU4011|                                                           dddmmss.s |
 JU4011| JU4012 BRIDGEPORT PRIMARY PAIR 2           444.258 METERS 1493930.8 |
 JU4011|---------------------------------------------------------------------|
 JU4011
 JU4011                          SUPERSEDED SURVEY CONTROL
 JU4011
 JU4011  ELLIP H (03/31/00)  -27.27   (m)                       GP(       ) 3 1
 JU4011  NAD 83(1996)-  39 47 49.95480(N)    075 20 33.90114(W) AD(       ) 2
 JU4011  ELLIP H (09/01/99)  -27.27   (m)                       GP(       ) 4 1
 JU4011  NAD 83(1991)-  39 47 49.95032(N)    075 20 33.90016(W) AD(       ) 2
 JU4011  ELLIP H (01/27/92)  -27.34   (m)                       GP(       ) 4 1
 JU4011  NAD 83(1986)-  39 47 49.94551(N)    075 20 33.90455(W) AD(       ) 2
 JU4011  NAD 27      -  39 47 49.53708(N)    075 20 35.24516(W) AD(       ) 2
 JU4011  NGVD 29 (08/10/88)    6.1    (m)           20.     (f) GPS OBS        
 JU4011
 JU4011.Superseded values are not recommended for survey control.
 JU4011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4011.See file dsdata.txt to determine how the superseded data were derived.
 JU4011
 JU4011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7065705306(NAD 83)
 JU4011_MARKER: I = METAL ROD
 JU4011_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU4011_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JU4011_STAMPING: BRIDGEPORT PP1 1987
 JU4011_MARK LOGO: NGS   
 JU4011_MAGNETIC: I = MARKER IS A STEEL ROD
 JU4011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU4011+STABILITY: POSITION/ELEVATION WELL
 JU4011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4011+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2001
 JU4011
 JU4011  HISTORY     - Date     Condition        Report By
 JU4011  HISTORY     - 1987     MONUMENTED       AEROS
 JU4011  HISTORY     - 1987     GOOD             AEROS
 JU4011  HISTORY     - 19901120 GOOD             NGS
 JU4011  HISTORY     - 19981114 GOOD             USPSQD
 JU4011  HISTORY     - 19990621 GOOD             NJGS
 JU4011  HISTORY     - 20010628 GOOD             TWT
 JU4011
 JU4011                          STATION DESCRIPTION
 JU4011
 JU4011'DESCRIBED BY AERO SERVICE CORPORATION 1987 (UNK)
 JU4011'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 JU4011'SOUTH-SOUTHEAST OF THE TOWN OF BRIDGEPORT,
 JU4011'3.7 KM (2.3 MI) WEST OF REPAUPO, 5.8 KM (3.6 MI) NORTH-NORTHWEST OF
 JU4011'SWEDESBORO, WITHIN THE BOUNDARY OF THE BRIDGEPORT AIRPORT.
 JU4011'OWNERSHIP--CORPORATE ENTERPRISES, 49 DELAWARE STREET, WOODBURY, NEW
 JU4011'JERSEY 08096.  MANAGER--THOMAS KILLE, P.O. BOX 454, ROUTE 322,
 JU4011'BRIDGEPORT, NEW JERSEY 08014, PHONE NUMBER(609)467-3578.
 JU4011'
 JU4011'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 322 AND
 JU4011'INTERSTATE 295 IN GLOUCESTER COUNTY, NEW JERSEY, GO NORTHWEST FOR
 JU4011'1.6 KM (1.0 MI) ON HIGHWAY 322 TO THE BRIDGEPORT AIRPORT ON THE
 JU4011'RIGHT AND THE STATION AS DESCRIBED.
 JU4011'
 JU4011'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JU4011'FLANGE WITH ACCESS COVER IS STAMPED---BRIDGEPORT PP1 1987---, AND IS
 JU4011'FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JU4011'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT THE DEPTH OF 10 METERS (33
 JU4011'FT) AND IS RECESSED 10 CM BELOW THE GROUND.  LOCATED
 JU4011'20.7 METERS (67.9 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE
 JU4011'NORTH-SOUTH RUNWAY,
 JU4011'25.6 METERS (84.0 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 JU4011'NORTHEAST-SOUTHWEST RUNWAY,
 JU4011'3.2 METERS (10.5 FT) EAST-NORTHEAST FROM THE EAST CORNER SQUARE
 JU4011'FORMED BY THE RUNWAY JUNCTION.
 JU4011
 JU4011                          STATION RECOVERY (1987)
 JU4011
 JU4011'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 JU4011'RECOVERED IN GOOD CONDITION.
 JU4011
 JU4011                          STATION RECOVERY (1990)
 JU4011
 JU4011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU4011'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) SOUTH-SOUTHEAST OF
 JU4011'BRIDGEPORT, 3.7 KM (2.3 MI) WEST OF REPAUPO, 5.8 KM (3.6 MI)
 JU4011'NORTH-NORTHWEST OF SWEDESBORO, AT THE ABANDONED AIRFIELD OF THE FORMER
 JU4011'BRIDGEPORT AIRPORT AND IN THE SOUTHEAST ANGLE OF THE JUNCTION OF THE
 JU4011'ABANDONED CONCRETE RUNWAY.  OWNERSHIP--CORPORATE ENTERPRISES, 49
 JU4011'DELAWARE STREET, WOODBURY, NJ 08096, PHONE 201-467-3578.
 JU4011'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 295 AND STATE
 JU4011'HIGHWAY 322 (EXIT 11) GO WEST ON STATE HIGHWAY 322 FOR 1.85 KM
 JU4011'(1.15 MI) TO A DIM SAND ROAD ON THE RIGHT LEADING TO THE ABANDONED
 JU4011'END OF CONCRETE RUNWAY 4 (JUST AFTER THE SIGN--ENTERING BRIDGEPORT),
 JU4011'TURN RIGHT, NORTHEASTERLY, ONTO THE SAND ROAD AND THEN ONTO THE
 JU4011'RUNWAY AND GO 0.48 KM (0.30 MI) TO THE JUNCTION OF ANOTHER ABANDONED
 JU4011'RUNWAY LEADING NORTH AND SOUTH, CROSS THE RUNWAY TO THE STATION ON
 JU4011'THE RIGHT IN THE SOUTHEAST ANGLE OF THE JUNCTION OF THE RUNWAYS.
 JU4011'THE STATION IS LOCATED 25.6 M (84.0 FT) SOUTHEAST OF THE
 JU4011'NORTHEAST-SOUTHWEST RUNWAYS, 20.7 M (67.9 FT) EAST-NORTHEAST OF THE
 JU4011'CENTER OF THE NORTH-SOUTH RUNWAYS, 5.8 M (19.0 FT) NORTHEAST OF THE
 JU4011'SOUTHEAST CORNER OF THE ASPHALT SQUARE FORMED SHOULDER OF THE
 JU4011'NORTH-SOUTH RUNWAYS AND 0.25 M (0.82 FT) WEST OF A FIBERGLASS WITNESS
 JU4011'POST.
 JU4011
 JU4011                          STATION RECOVERY (1998)
 JU4011
 JU4011'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU4011'RECOVERED IN GOOD CONDITION.
 JU4011
 JU4011                          STATION RECOVERY (1999)
 JU4011
 JU4011'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (JVS)
 JU4011'RECOVERED AS DESCRIBED.
 JU4011
 JU4011                          STATION RECOVERY (2001)
 JU4011
 JU4011'RECOVERY NOTE BY TWT CONS ENG 2001 (JPK)
 JU4011'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2267 ***********************************************************************
 JU2267  DESIGNATION -  BRIDGETON
 JU2267  PID         -  JU2267
 JU2267  STATE/COUNTY-  NJ/CUMBERLAND
 JU2267  USGS QUAD   -  BRIDGETON (1977)
 JU2267
 JU2267                         *CURRENT SURVEY CONTROL
 JU2267  ___________________________________________________________________
 JU2267* NAD 83(1996)-  39 25 34.83003(N)    075 12 51.95387(W)     ADJUSTED  
 JU2267* NAVD 88     -        32.130  (meters)     105.41   (feet)  ADJUSTED  
 JU2267  ___________________________________________________________________
 JU2267  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 JU2267  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JU2267  DYNAMIC HT  -          32.114 (meters)     105.36  (feet)  COMP
 JU2267  MODELED GRAV-     980,119.9   (mgal)                       NAVD 88
 JU2267
 JU2267  HORZ ORDER  -  SECOND
 JU2267  VERT ORDER  -  FIRST     CLASS II
 JU2267
 JU2267.The horizontal coordinates were established by classical geodetic methods
 JU2267.and adjusted by the National Geodetic Survey in September 1999..
 JU2267
 JU2267.The orthometric height was determined by differential leveling
 JU2267.and adjusted by the National Geodetic Survey in June 1991..
 JU2267
 JU2267.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2267
 JU2267.The geoid height was determined by GEOID03.
 JU2267
 JU2267.The dynamic height is computed by dividing the NAVD 88
 JU2267.geopotential number by the normal gravity value computed on the
 JU2267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2267.degrees latitude (g = 980.6199 gals.).
 JU2267
 JU2267.The modeled gravity was interpolated from observed gravity values.
 JU2267
 JU2267;                    North         East     Units Scale Factor Converg.
 JU2267;SPC NJ       -    66,071.549    88,490.321   MT  0.99994657   -0 27 13.5
 JU2267;SPC NJ       -   216,769.74    290,321.99   sFT  0.99994657   -0 27 13.5
 JU2267;SPC DE       -   158,356.953   217,413.193   MT  0.99999873   +0 07 42.4
 JU2267;SPC DE       -   519,542.77    713,296.45   sFT  0.99999873   +0 07 42.4
 JU2267;UTM  18      - 4,364,111.846   481,543.927   MT  0.99960419   -0 08 10.3
 JU2267
 JU2267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2267!SPC NJ       -   1.00000026  x   0.99994657  =   0.99994683
 JU2267!SPC DE       -   1.00000026  x   0.99999873  =   0.99999899
 JU2267!UTM  18      -   1.00000026  x   0.99960419  =   0.99960445
 JU2267
 JU2267|---------------------------------------------------------------------|
 JU2267| PID    Reference Object                     Distance      Geod. Az  |
 JU2267|                                                           dddmmss.s |
 JU2267| JU2268 BRIDGETON RM 1                       32.519 METERS 02618     |
 JU2267| CB1299 TS 3080                                            1082552.1 |
 JU2267| JU3359 BRIDGETON OWENS ILL GLASS STK       APPROX. 2.1 KM 3234051.3 |
 JU2267|---------------------------------------------------------------------|
 JU2267
 JU2267                          SUPERSEDED SURVEY CONTROL
 JU2267
 JU2267  NAD 83(1991)-  39 25 34.82373(N)    075 12 51.94934(W) AD(       ) 2
 JU2267  NAD 83(1986)-  39 25 34.81468(N)    075 12 51.95461(W) AD(       ) 2
 JU2267  NAD 27      -  39 25 34.39800(N)    075 12 53.28200(W) AD(       ) 2
 JU2267  NGVD 29 (01/10/92)   32.441  (m)          106.43   (f) ADJUSTED    1 2
 JU2267
 JU2267.Superseded values are not recommended for survey control.
 JU2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2267.See file dsdata.txt to determine how the superseded data were derived.
 JU2267
 JU2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8154464112(NAD 83)
 JU2267_MARKER: DS = TRIANGULATION STATION DISK
 JU2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2267_SP_SET: CONCRETE POST
 JU2267_STAMPING: BRIDGETON 1935
 JU2267_PROJECTION: PROJECTING 5 CENTIMETERS
 JU2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2267+STABILITY: SURFACE MOTION
 JU2267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2267+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 JU2267
 JU2267  HISTORY     - Date     Condition        Report By
 JU2267  HISTORY     - 1935     MONUMENTED       CGS
 JU2267  HISTORY     - 1946     GOOD             CGS
 JU2267  HISTORY     - 1970     GOOD             NGS
 JU2267  HISTORY     - 1979     GOOD             NGS
 JU2267  HISTORY     - 19950129 GOOD             USPSQD
 JU2267  HISTORY     - 19961228 GOOD             USPSQD
 JU2267  HISTORY     - 20030304 GOOD             USPSQD
 JU2267  HISTORY     - 20060913 GOOD             NAVNEW
 JU2267
 JU2267                          STATION DESCRIPTION
 JU2267
 JU2267'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU2267'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 JU2267'CONDITION.  DISTANCE FROM STATION TO REFERENCE MARK 1 CHECKED
 JU2267'AND FOUND TO BE IN ERROR.  THE 1935 DESCRIPTION IS ADEQUATE
 JU2267'EXCEPT FOR THE FOLLOWING CHANGES--
 JU2267'
 JU2267'THE NAME OF THE STATION IS BRIDGETON, NOT BRIGHTON.
 JU2267'
 JU2267'CHANGE REFERENCE MARK 1 IS 106.69 FEET NE TO REFERENCE MARK
 JU2267'1 IS 102.69 FEET NE.
 JU2267'
 JU2267'CHANGE 8 PACES E OF TO 28.87 FEET E OF.
 JU2267'
 JU2267'CHANGE 8 PACES NW OF A 12-INCH PINE TREE TO 29.5 FEET NW OF
 JU2267'THE FACE OF A 12-INCH CEDAR TREE.
 JU2267'
 JU2267'U.S.C. AND G.S. AND STATE SURVEY MONUMENT 3079 HAS BEEN
 JU2267'DESTROYED AND REFERENCE TO IT SHOULD BE DELETED.
 JU2267'
 JU2267'ADD STATION IS STAMPED BRIDGETON 1935.
 JU2267
 JU2267                          STATION RECOVERY (1970)
 JU2267
 JU2267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU2267'STATION MARK, RM 1 AND TRAVERSE MARKS WERE RECOVERED IN GOOD
 JU2267'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE ALONG WITH THE
 JU2267'1946 RECOVERY NOTE BY E.L.J. WITH THE FOLLOWING
 JU2267'ADDITIONS--MON. 3079 IS IN FRONT OF THE GOVER HOME, NOT PIERCE.
 JU2267'IT IS 22.5 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 49 AND 1 FOOT
 JU2267'UNDERGROUND.  MON. 3080 IS 34.0 FEET EAST OF THE CENTERLINE OF
 JU2267'BURLINGTON RD. AND 6 INCHES UNDERGROUND.  THE HOME TOWN STORE
 JU2267'IS GONE, THE MARK IS IN FRONT OF A SERVICE STATION.
 JU2267'
 JU2267'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2267'AT BRIDGETON.
 JU2267
 JU2267                          STATION RECOVERY (1979)
 JU2267
 JU2267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU2267'1.5 MI EAST FROM BRIDGETON.
 JU2267'1.5 MILES EAST ALONG STATE HIGHWAY 49 FROM THE POST OFFICE IN
 JU2267'BRIDGETON, AT THE WATER TANK, 109 FEET NORTH OF THE CENTER LINE OF
 JU2267'THE HIGHWAY, 105 FEET NORTHEAST OF A FIRE HYDRANT, 23 FEET SOUTHEAST
 JU2267'OF THE WATER TANK.
 JU2267'THE MARK IS 1 FT  S FROM A WITNESS POST.
 JU2267'THE MARK IS 25 FT ABOVE HIGHWAY.
 JU2267
 JU2267                          STATION RECOVERY (1995)
 JU2267
 JU2267'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2267'RECOVERED IN GOOD CONDITION.
 JU2267
 JU2267                          STATION RECOVERY (1996)
 JU2267
 JU2267'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2267'RECOVERED IN GOOD CONDITION.
 JU2267
 JU2267                          STATION RECOVERY (2003)
 JU2267
 JU2267'RECOVERY NOTE BY US POWER SQUADRON 2003 (HS)
 JU2267'RECOVERED IN GOOD CONDITION.
 JU2267
 JU2267                          STATION RECOVERY (2006)
 JU2267
 JU2267'RECOVERY NOTE BY NAVE NEWELL INCORPORATED 2006 (DFJ)
 JU2267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3361 ***********************************************************************
 JU3361  DESIGNATION -  BRIDGETON AMERICAN CAN CO TANK
 JU3361  PID         -  JU3361
 JU3361  STATE/COUNTY-  NJ/CUMBERLAND
 JU3361  USGS QUAD   -  BRIDGETON (1977)
 JU3361
 JU3361                         *CURRENT SURVEY CONTROL
 JU3361  ___________________________________________________________________
 JU3361* NAD 83(1996)-  39 26 20.21752(N)    075 13 26.12416(W)     ADJUSTED  
 JU3361* NAVD 88     -                                                        
 JU3361  ___________________________________________________________________
 JU3361  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 JU3361  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JU3361
 JU3361  HORZ ORDER  -  THIRD
 JU3361
 JU3361.The horizontal coordinates were established by classical geodetic methods
 JU3361.and adjusted by the National Geodetic Survey in September 1999..
 JU3361
 JU3361
 JU3361.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3361
 JU3361.The geoid height was determined by GEOID03.
 JU3361
 JU3361;                    North         East     Units Scale Factor Converg.
 JU3361;SPC NJ       -    67,477.692    87,684.345   MT  0.99994780   -0 27 35.6
 JU3361;SPC NJ       -   221,383.06    287,677.72   sFT  0.99994780   -0 27 35.6
 JU3361;SPC DE       -   159,754.906   216,592.927   MT  0.99999839   +0 07 20.8
 JU3361;SPC DE       -   524,129.22    710,605.29   sFT  0.99999839   +0 07 20.8
 JU3361;UTM  18      - 4,365,513.020   480,730.447   MT  0.99960457   -0 08 32.1
 JU3361
 JU3361                          SUPERSEDED SURVEY CONTROL
 JU3361
 JU3361  NAD 83(1991)-  39 26 20.21608(N)    075 13 26.11714(W) AD(       ) 4
 JU3361  NAD 83(1986)-  39 26 20.20887(N)    075 13 26.12240(W) AD(       ) 4
 JU3361  NAD 27      -  39 26 19.80000(N)    075 13 27.44000(W) AD(       ) 3
 JU3361
 JU3361.Superseded values are not recommended for survey control.
 JU3361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3361.See file dsdata.txt to determine how the superseded data were derived.
 JU3361
 JU3361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8073065513(NAD 83)
 JU3361_MARKER: 51 = TANK
 JU3361
 JU3361  HISTORY     - Date     Condition        Report By
 JU3361  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3361  HISTORY     - 1970     GOOD             NGS
 JU3361  HISTORY     - 19950129 MARK NOT FOUND   USPSQD
 JU3361
 JU3361                          STATION DESCRIPTION
 JU3361
 JU3361'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3361'THIS IS THE TALLEST TANK IN BRIDGETON, AT THE AMERICAN CAN
 JU3361'COMPANY PLANT AT PENN STREET AND BANK STREET.  IT IS A DOUBLE
 JU3361'TANK, WITH A LARGE TANK ON TOP, AND A SMALLER ONE UNDERNEATH,
 JU3361'PAINTED BLACK.  IT IS ABOUT 300 FEET E OF BANK STREET AND
 JU3361'150 FEET S OF THE FACTORY BUILDING.
 JU3361
 JU3361                          STATION RECOVERY (1970)
 JU3361
 JU3361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU3361'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU3361'IS ADEQUATE WITH THE FOLLOWING ADDITION--MINOT IS PAINTED ON THE
 JU3361'SIDE OF THE TANK.
 JU3361'
 JU3361'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3361'AT BRIDGETON.
 JU3361
 JU3361                          STATION RECOVERY (1995)
 JU3361
 JU3361'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU3361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3359 ***********************************************************************
 JU3359  DESIGNATION -  BRIDGETON OWENS ILL GLASS STK
 JU3359  PID         -  JU3359
 JU3359  STATE/COUNTY-  NJ/CUMBERLAND
 JU3359  USGS QUAD   -  BRIDGETON (1977)
 JU3359
 JU3359                         *CURRENT SURVEY CONTROL
 JU3359  ___________________________________________________________________
 JU3359* NAD 83(1996)-  39 26 29.96377(N)    075 13 44.22576(W)     ADJUSTED  
 JU3359* NAVD 88     -                                                        
 JU3359  ___________________________________________________________________
 JU3359  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 JU3359  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JU3359
 JU3359  HORZ ORDER  -  THIRD
 JU3359
 JU3359.The horizontal coordinates were established by classical geodetic methods
 JU3359.and adjusted by the National Geodetic Survey in September 1999..
 JU3359
 JU3359
 JU3359.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3359
 JU3359.The geoid height was determined by GEOID03.
 JU3359
 JU3359;                    North         East     Units Scale Factor Converg.
 JU3359;SPC NJ       -    67,781.727    87,253.938   MT  0.99994846   -0 27 47.2
 JU3359;SPC NJ       -   222,380.55    286,265.63   sFT  0.99994846   -0 27 47.2
 JU3359;SPC DE       -   160,054.566   216,159.430   MT  0.99999821   +0 07 09.3
 JU3359;SPC DE       -   525,112.36    709,183.06   sFT  0.99999821   +0 07 09.3
 JU3359;UTM  18      - 4,365,814.561   480,298.510   MT  0.99960478   -0 08 43.6
 JU3359
 JU3359                          SUPERSEDED SURVEY CONTROL
 JU3359
 JU3359  NAD 83(1991)-  39 26 29.95905(N)    075 13 44.22180(W) AD(       ) 4
 JU3359  NAD 83(1986)-  39 26 29.95059(N)    075 13 44.22767(W) AD(       ) 4
 JU3359  NAD 27      -  39 26 29.53300(N)    075 13 45.55200(W) AD(       ) 3
 JU3359
 JU3359.Superseded values are not recommended for survey control.
 JU3359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3359.See file dsdata.txt to determine how the superseded data were derived.
 JU3359
 JU3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8029965815(NAD 83)
 JU3359_MARKER: 63 = STACK
 JU3359
 JU3359  HISTORY     - Date     Condition        Report By
 JU3359  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3359  HISTORY     - 1970     GOOD             NGS
 JU3359  HISTORY     - 19950129 GOOD             USPSQD
 JU3359
 JU3359                          STATION DESCRIPTION
 JU3359
 JU3359'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3359'THIS IS THE TALLEST STACK IN BRIDGETON, AT THE OWENS-ILLINOIS
 JU3359'GLASS COMPANY FACTORY NUMBER 14 ON N LAUREL STREET OPPOSITE PENN
 JU3359'STREET AND CHESTNUT AVENUE.  THERE ARE 4 STACKS AT THIS FACTORY.
 JU3359'BUT THE OTHER 3 ARE MUCH SHORTER.  THE STACK IS NEAR THE E SIDE
 JU3359'OF THE PLANT, AND RISES FROM THE SE CORNER OF THE POWER PLANT
 JU3359'BUILDING (BOTH THE BUILDING AND THE STACK ARE BRICK).  IT IS
 JU3359'ABOUT 150 FEET W OF N LAUREL STREET.  THE STACK HAS AN INLAY OF
 JU3359'WHITE BRICKS ILLINOIS GLASS COMPANY.
 JU3359
 JU3359                          STATION RECOVERY (1970)
 JU3359
 JU3359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU3359'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU3359'IS ADEQUATE.
 JU3359'
 JU3359'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3359'AT BRIDGETON.
 JU3359
 JU3359                          STATION RECOVERY (1995)
 JU3359
 JU3359'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU3359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3360 ***********************************************************************
 JU3360  DESIGNATION -  BRIDGETON OWENS ILL GLASS TANK
 JU3360  PID         -  JU3360
 JU3360  STATE/COUNTY-  NJ/CUMBERLAND
 JU3360  USGS QUAD   -  BRIDGETON (1977)
 JU3360
 JU3360                         *CURRENT SURVEY CONTROL
 JU3360  ___________________________________________________________________
 JU3360* NAD 83(1996)-  39 26 29.92816(N)    075 13 43.46698(W)     ADJUSTED  
 JU3360* NAVD 88     -                                                        
 JU3360  ___________________________________________________________________
 JU3360  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 JU3360  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JU3360
 JU3360  HORZ ORDER  -  THIRD
 JU3360
 JU3360.The horizontal coordinates were established by classical geodetic methods
 JU3360.and adjusted by the National Geodetic Survey in September 1999..
 JU3360
 JU3360
 JU3360.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3360
 JU3360.The geoid height was determined by GEOID03.
 JU3360
 JU3360;                    North         East     Units Scale Factor Converg.
 JU3360;SPC NJ       -    67,780.483    87,272.072   MT  0.99994843   -0 27 46.7
 JU3360;SPC NJ       -   222,376.47    286,325.12   sFT  0.99994843   -0 27 46.7
 JU3360;SPC DE       -   160,053.505   216,177.577   MT  0.99999822   +0 07 09.8
 JU3360;SPC DE       -   525,108.87    709,242.60   sFT  0.99999822   +0 07 09.8
 JU3360;UTM  18      - 4,365,813.417   480,316.644   MT  0.99960477   -0 08 43.1
 JU3360
 JU3360                          SUPERSEDED SURVEY CONTROL
 JU3360
 JU3360  NAD 83(1991)-  39 26 29.92689(N)    075 13 43.45994(W) AD(       ) 4
 JU3360  NAD 83(1986)-  39 26 29.91977(N)    075 13 43.46524(W) AD(       ) 4
 JU3360  NAD 27      -  39 26 29.52000(N)    075 13 44.79000(W) AD(       ) 3
 JU3360
 JU3360.Superseded values are not recommended for survey control.
 JU3360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3360.See file dsdata.txt to determine how the superseded data were derived.
 JU3360
 JU3360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8031765813(NAD 83)
 JU3360_MARKER: 51 = TANK
 JU3360
 JU3360  HISTORY     - Date     Condition        Report By
 JU3360  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3360  HISTORY     - 1970     GOOD             NGS
 JU3360  HISTORY     - 19950129 POOR             USPSQD
 JU3360
 JU3360                          STATION DESCRIPTION
 JU3360
 JU3360'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3360'THIS TANK IS AT THE OWENS-ILLINOIS GLASS COMPANY FACTORY NUMBER 14
 JU3360'ON N LAUREL STREET, OPPOSITE PENN STREET AND CHESTNUT AVENUE.  THE
 JU3360'TANK IS BLACK AND ABOUT 100 FEET HIGH.  IT IS NEAR THE E SIDE OF
 JU3360'THE PLANT, JUST E OF THE POWER PLANT BUILDING, AND 90 FEET W
 JU3360'OF N LAUREL STREET.
 JU3360
 JU3360                          STATION RECOVERY (1970)
 JU3360
 JU3360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU3360'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 JU3360'ADEQUATE WITH THE FOLLOWING EXCEPTIONS--TANK IS SILVER IN COLOR AND
 JU3360'HAS THE EASTERN HOME OF DURAGLAS PAINTED ON THE SIDE.
 JU3360'
 JU3360'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3360'AT BRIDGETON.
 JU3360
 JU3360                          STATION RECOVERY (1995)
 JU3360
 JU3360'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU3360'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2268 ***********************************************************************
 JU2268  DESIGNATION -  BRIDGETON RM 1
 JU2268  PID         -  JU2268
 JU2268  STATE/COUNTY-  NJ/CUMBERLAND
 JU2268  USGS QUAD   -  BRIDGETON (1977)
 JU2268
 JU2268                         *CURRENT SURVEY CONTROL
 JU2268  ___________________________________________________________________
 JU2268* NAD 83(1986)-  39 25 34.     (N)    075 12 53.     (W)     SCALED    
 JU2268* NAVD 88     -        32.140  (meters)     105.45   (feet)  ADJUSTED  
 JU2268  ___________________________________________________________________
 JU2268  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JU2268  DYNAMIC HT  -          32.124 (meters)     105.39  (feet)  COMP
 JU2268  MODELED GRAV-     980,119.9   (mgal)                       NAVD 88
 JU2268
 JU2268  VERT ORDER  -  FIRST     CLASS II
 JU2268
 JU2268.The horizontal coordinates were scaled from a topographic map and have
 JU2268.an estimated accuracy of +/- 6 seconds.
 JU2268
 JU2268.The orthometric height was determined by differential leveling
 JU2268.and adjusted by the National Geodetic Survey in June 1991..
 JU2268
 JU2268.The geoid height was determined by GEOID03.
 JU2268
 JU2268.The dynamic height is computed by dividing the NAVD 88
 JU2268.geopotential number by the normal gravity value computed on the
 JU2268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2268.degrees latitude (g = 980.6199 gals.).
 JU2268
 JU2268.The modeled gravity was interpolated from observed gravity values.
 JU2268
 JU2268;                    North         East    Units  Estimated Accuracy
 JU2268;SPC NJ       -    66,050.       88,470.      MT  (+/- 180 meters Scaled)
 JU2268
 JU2268                          SUPERSEDED SURVEY CONTROL
 JU2268
 JU2268  NGVD 29 (01/10/92)   32.451  (m)          106.47   (f) ADJUSTED    1 2
 JU2268
 JU2268.Superseded values are not recommended for survey control.
 JU2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2268.See file dsdata.txt to determine how the superseded data were derived.
 JU2268
 JU2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ815640(NAD 83)
 JU2268_MARKER: DR = REFERENCE MARK DISK
 JU2268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2268_SP_SET: CONCRETE POST
 JU2268_STAMPING: BRIDGETON NO 1 1935
 JU2268_PROJECTION: PROJECTING 5 CENTIMETERS
 JU2268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2268+STABILITY: SURFACE MOTION
 JU2268
 JU2268  HISTORY     - Date     Condition        Report By
 JU2268  HISTORY     - 1935     MONUMENTED       CGS
 JU2268  HISTORY     - 1979     GOOD             NGS
 JU2268  HISTORY     - 19950129 GOOD             USPSQD
 JU2268  HISTORY     - 19961228 GOOD             USPSQD
 JU2268
 JU2268                          STATION DESCRIPTION
 JU2268
 JU2268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2268'1.5 MI EAST FROM BRIDGETON.
 JU2268'1.5 MILES EAST ALONG STATE HIGHWAY 49 FROM THE POST OFFICE IN
 JU2268'BRIDGETON, AT THE WATER TANK, 103 FEET NORTHEAST OF STATION MARK
 JU2268'BRIDGETON, 29 FEET EAST-NORTHEAST OF THE WATER TANK, 23 FEET SOUTH
 JU2268'OF THE CENTER OF PAVED DRIVE LEADING WEST TO THE TANK.
 JU2268'THE MARK IS 1 FT  W FROM A WITNESS POST.
 JU2268'THE MARK IS 25 FT ABOVE HIGHWAY.
 JU2268
 JU2268                          STATION RECOVERY (1995)
 JU2268
 JU2268'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2268'RECOVERED IN GOOD CONDITION.
 JU2268
 JU2268                          STATION RECOVERY (1996)
 JU2268
 JU2268'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5224 ***********************************************************************
 KV5224  DESIGNATION -  BRIELLE WATER TANK
 KV5224  PID         -  KV5224
 KV5224  STATE/COUNTY-  NJ/MONMOUTH
 KV5224  USGS QUAD   -  POINT PLEASANT (1989)
 KV5224
 KV5224                         *CURRENT SURVEY CONTROL
 KV5224  ___________________________________________________________________
 KV5224* NAD 83(1996)-  40 06 46.28462(N)    074 03 43.19095(W)     ADJUSTED  
 KV5224* NAVD 88     -                                                        
 KV5224  ___________________________________________________________________
 KV5224  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 KV5224  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KV5224
 KV5224  HORZ ORDER  -  THIRD
 KV5224
 KV5224.The horizontal coordinates were established by classical geodetic methods
 KV5224.and adjusted by the National Geodetic Survey in September 1999..
 KV5224
 KV5224
 KV5224.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5224
 KV5224.The geoid height was determined by GEOID03.
 KV5224
 KV5224;                    North         East     Units Scale Factor Converg.
 KV5224;SPC NJ       -   142,136.246   187,337.404   MT  0.99991716   +0 16 55.9
 KV5224;SPC NJ       -   466,325.33    614,622.80   sFT  0.99991716   +0 16 55.9
 KV5224;UTM  18      - 4,440,704.947   579,936.257   MT  0.99967866   +0 36 15.8
 KV5224
 KV5224                          SUPERSEDED SURVEY CONTROL
 KV5224
 KV5224  NAD 83(1986)-  40 06 46.28058(N)    074 03 43.18512(W) AD(       ) 4
 KV5224  NAD 27      -  40 06 45.86800(N)    074 03 44.68100(W) AD(       ) 3
 KV5224
 KV5224.Superseded values are not recommended for survey control.
 KV5224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5224.See file dsdata.txt to determine how the superseded data were derived.
 KV5224
 KV5224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7993640705(NAD 83)
 KV5224_MARKER: 53 = ELEVATED TANK
 KV5224_SETTING: 0 = UNSPECIFIED SETTING
 KV5224
 KV5224  HISTORY     - Date     Condition        Report By
 KV5224  HISTORY     - 1962     FIRST OBSERVED   CGS
 KV5224  HISTORY     - 1984     GOOD             USPSQD
 KV5224  HISTORY     - 1988     GOOD             NOSAMC
 KV5224  HISTORY     - 19950708 GOOD             USPSQD
 KV5224
 KV5224                          STATION DESCRIPTION
 KV5224
 KV5224'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV5224'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  THE TANK
 KV5224'SITS ON 4 LEGS WITH AN OVERALL HEIGHT OF 115 FEET.  IT IS SILVER
 KV5224'WITH THE LEGEND BRIELLE IN BLACK LETTERS ON THE WEST AND
 KV5224'SOUTHEAST SIDES.
 KV5224'
 KV5224'TO REACH THE STATION FROM THE JUNCTION OF N.J. ROUTES 71 AND 35,
 KV5224'GO WEST AND NORTH ON ROUTE 71 FOR 0.1 MILE TO A T-STREET.  TURN
 KV5224'LEFT AND GO WEST ON UNION LANE FOR 0.3 MILE TO A SIDE STREET
 KV5224'LEFT.  TURN LEFT AND GO SOUTH FOR 0.05 MILE TO METAL GATE AND
 KV5224'TANK ON LEFT.
 KV5224
 KV5224                          STATION RECOVERY (1984)
 KV5224
 KV5224'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5224'STATION FOUND GOOD.
 KV5224'
 KV5224'THIS STATION HAS A CONICAL, PAGODA-LIKE TOP.  IT IS LOCATED ON
 KV5224'WATER COMPANY PROPERTY AND IS PAINTED GREEN.  IT NO LONGER HAS
 KV5224'BRIELLE PAINTED ON IT.
 KV5224
 KV5224                          STATION RECOVERY (1988)
 KV5224
 KV5224'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KV5224'THE STATION WAS RECOVERED IN APPARENT GOOD CONDITION.
 KV5224
 KV5224                          STATION RECOVERY (1995)
 KV5224
 KV5224'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2755 ***********************************************************************
 JU2755  DESIGNATION -  BRIGANTINE
 JU2755  PID         -  JU2755
 JU2755  STATE/COUNTY-  NJ/ATLANTIC
 JU2755  USGS QUAD   -  BRIGANTINE INLET (1994)
 JU2755
 JU2755                         *CURRENT SURVEY CONTROL
 JU2755  ___________________________________________________________________
 JU2755* NAD 83(1996)-  39 25 43.57349(N)    074 20 24.15585(W)     ADJUSTED  
 JU2755* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 JU2755  ___________________________________________________________________
 JU2755  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 JU2755  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JU2755
 JU2755  HORZ ORDER  -  SECOND
 JU2755
 JU2755.The horizontal coordinates were established by classical geodetic methods
 JU2755.and adjusted by the National Geodetic Survey in September 1999..
 JU2755
 JU2755.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2755
 JU2755.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2755
 JU2755.The geoid height was determined by GEOID03.
 JU2755
 JU2755;                    North         East     Units Scale Factor Converg.
 JU2755;SPC NJ       -    66,109.823   163,771.082   MT  0.99990233   +0 06 05.7
 JU2755;SPC NJ       -   216,895.31    537,305.62   sFT  0.99990233   +0 06 05.7
 JU2755;UTM  18      - 4,364,567.221   556,800.546   MT  0.99963972   +0 25 09.0
 JU2755
 JU2755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2755!SPC NJ       -   1.00000511  x   0.99990233  =   0.99990744
 JU2755!UTM  18      -   1.00000511  x   0.99963972  =   0.99964483
 JU2755
 JU2755:                Primary Azimuth Mark                     Grid Az
 JU2755:SPC NJ       -  SEVEN ISLANDS FISH FACTORY TK            001 18 49.2
 JU2755:UTM  18      -  SEVEN ISLANDS FISH FACTORY TK            000 59 45.9
 JU2755
 JU2755|---------------------------------------------------------------------|
 JU2755| PID    Reference Object                     Distance      Geod. Az  |
 JU2755|                                                           dddmmss.s |
 JU2755| JU2723 SEVEN ISLANDS FISH FACTORY TK       APPROX.10.0 KM 0012454.9 |
 JU2755| CB1304 BRIGANTINE RM 4                      14.353 METERS 04841     |
 JU2755| CB1301 BRIGANTINE RM 1 AZIMUTH                            05106     |
 JU2755| CB1302 BRIGANTINE RM 2                      32.790 METERS 20436     |
 JU2755| CB1300 BRIGANTINE AZ MK                                   2221441.6 |
 JU2755| JU2757 BRIGANTINE ELEVATED TANK            APPROX. 2.0 KM 2222455.4 |
 JU2755| JU2756 BRIGANTINE BEACH NORTH TANK         APPROX. 2.0 KM 2244055.9 |
 JU2755| JU2765 ATLANTIC CITY CLARIDGE HOTEL        APPROX.11.2 KM 2250031.3 |
 JU2755| JU2780 BRIGANTINE BEACH SOUTH TANK         APPROX. 5.8 KM 2293108.6 |
 JU2755| JU2779 ATLANTIC CITY RADIO WFPG MAST       APPROX.11.2 KM 2385158.8 |
 JU2755| JU2793 ATLANTIC CITY RAD WFPG FM MAST      APPROX.10.8 KM 2391343.8 |
 JU2755| CB1303 BRIGANTINE RM 3                      42.547 METERS 25056     |
 JU2755| JU2810 SEAVIEW COUNTRY CLUB STANDPIPE      APPROX.11.8 KM 2811829.4 |
 JU2755| CB1305 BRIGANTINE RM 5                      13.582 METERS 30139     |
 JU2755|---------------------------------------------------------------------|
 JU2755
 JU2755                          SUPERSEDED SURVEY CONTROL
 JU2755
 JU2755  NAD 83(1986)-  39 25 43.56461(N)    074 20 24.14655(W) AD(       ) 2
 JU2755  NAD 27      -  39 25 43.13990(N)    074 20 25.63240(W) AD(       ) 2
 JU2755  NGVD 29 (07/19/86)    2.0    (m)            7.     (f) VERT ANG       
 JU2755
 JU2755.Superseded values are not recommended for survey control.
 JU2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2755.See file dsdata.txt to determine how the superseded data were derived.
 JU2755
 JU2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5680164567(NAD 83)
 JU2755_MARKER: DS = TRIANGULATION STATION DISK
 JU2755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2755
 JU2755  HISTORY     - Date     Condition        Report By
 JU2755  HISTORY     - 1932     MONUMENTED       CGS
 JU2755  HISTORY     - 1935     GOOD             CGS
 JU2755  HISTORY     - 1936     GOOD             NJGS
 JU2755  HISTORY     - 1947     MARK NOT FOUND   LOCENG
 JU2755  HISTORY     - 1950     GOOD             CGS
 JU2755  HISTORY     - 1962     GOOD             CGS
 JU2755  HISTORY     - 1962     GOOD             CGS
 JU2755
 JU2755                          STATION DESCRIPTION
 JU2755
 JU2755'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2755'THE STATION IS SET IN THE CONCRETE AT THE BASE OF THE FLAGPOLE
 JU2755'STRUCTURE AT THE BRIGANTINE COAST GUARD STATION.  IT IS PLUMBED
 JU2755'DIRECTLY UNDER THE FLAGPOLE AND MEASUREMENTS TO THE INNER CORNERS
 JU2755'OF THE ANGLES FORMING EACH LEG OF THE FLAGPOLE ARE AS FOLLOWS--SE
 JU2755'7.7 FEET, SW 7.7 FEET, NW 7.53 FEET, NE 7.42 FEET.
 JU2755'
 JU2755'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2755'CONCRETE AS DESCRIBED IN NOTES 1A, 11A, AND 11C.
 JU2755'
 JU2755'REFERENCE MARK NO. 1 IS A STANDARD MARK ABOUT 1/4 MILE NE OF
 JU2755'THE STATION ON A SMALL SANDY RIDGE, 20 PACES W OF HIGH WATER
 JU2755'AND 8 PACES E OF LOW LAND AT THE FOOT OF THE RIDGE AND 21 PACES
 JU2755'E OF BRUSH AND 200 PACES N OF THE W END OF PILE BREAK
 JU2755'WATER.  REFERENCE MARK NO. 2 IS IN THE NE CORNER OF THE LOWER
 JU2755'STEP OF THE FRONT STEPS TO THE COAST GUARD STATION AND IS 107.58
 JU2755'FEET FROM THE STATION.  REFERENCE MARK NO. 3 IS IN THE CEMENT
 JU2755'WALK FROM THE BACK OF THE STATION TO ANOTHER HOUSE.  IT IS
 JU2755'9.95 FEET E OF THE FRONT OF THE STEPS LEADING INTO THE STATION
 JU2755'HOUSE.  IT IS 139.59 FEET SW OF THE STATION.
 JU2755'
 JU2755'HEIGHT OF SIGNAL ABOVE STATION MARK - 6 METERS.
 JU2755
 JU2755                          STATION RECOVERY (1935)
 JU2755
 JU2755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2755'DESCRIPTION OF C.D. MEANEY IS ADEQUATE AS CONDITIONS HAVE NOT
 JU2755'CHANGED.
 JU2755'
 JU2755'TO REACH STATION DRIVE ALONG BEACH, FROM THE END OF THE MAIN
 JU2755'ROAD THROUGH BRIGANTINE, TO THE COAST GUARD STATION.  BEACH MAY
 JU2755'BE DRIVEN ON AT ANY TIDE EXCEPT STORM HIGH WATER.
 JU2755
 JU2755                          STATION RECOVERY (1936)
 JU2755
 JU2755'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 JU2755'STATION RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1
 JU2755'(AZ.MK.) WAS NOT RECOVERED AND HAS APPARENTLY BEEN
 JU2755'DESTROYED.  REFERENCE MARKS 2 AND 3 RECOVERED IN GOOD CONDITION.
 JU2755
 JU2755                          STATION RECOVERY (1947)
 JU2755
 JU2755'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1947 (ECC)
 JU2755'LETTER OF MR. E. C. CAMERON, ATLANTIC MACHINERY SUPPLY CO.,
 JU2755'ATLANTIC CITY, N.J., DATED MARCH 27, 1947--
 JU2755'
 JU2755'SINCE THE COAST GUARD STATION HAS BEEN TORN DOWN, THE CONCRETE
 JU2755'STEPS WHICH LED INTO THE BUILDING HAD BEEN LEFT THERE.  THERE IS,
 JU2755'ON THE NE SIDE OF THE STEPS, A REFERENCE MARK THAT HAD BEEN
 JU2755'PAINTED OVER FOR A NUMBER OF YEARS.  THE PAINT WAS SCRAPED OFF
 JU2755'AND FOUND 1932 NO 2 STAMPED ON THE MARK.  THE MARKER IS ABOUT 8
 JU2755'FEET IN VERTICAL LINE FROM WHERE THE TOWER STOOD IN THE
 JU2755'BUILDING.
 JU2755
 JU2755                          STATION RECOVERY (1950)
 JU2755
 JU2755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2755'THE STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN
 JU2755'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS NO LONGER ADEQUATE.  A
 JU2755'NEW DESCRIPTION FOLLOWS--
 JU2755'
 JU2755'THE STATION IS ON BRIGANTINE ISLAND, ABOUT 1.3 MILES NE OF 14TH
 JU2755'STREET IN BRIGANTINE.  THE STATION IS AT THE RUINS OF A RAZED
 JU2755'COAST GUARD STATION ABOUT 103 METERS NW OF THE MEAN HIGH-WATER
 JU2755'LINE.  THE STATION MARK IS SET FLUSH IN THE CENTER OF A CONCRETE
 JU2755'FOUNDATION ABOUT 10 FEET SQUARE AND IS COVERED WITH DRIFTED
 JU2755'SAND.  FOUR ANGLE IRONS WHICH ARE AT THE CORNERS OF THE
 JU2755'FOUNDATION EXTEND 2 FEET ABOVE THE CONCRETE.  MEASUREMENTS FROM
 JU2755'THE TOPS OF THESE IRONS TO THE STATION ARE--SE 7.35 FEET, SW
 JU2755'7.35 FEET, NW 7.15 FEET, NE 7.25 FEET.  THE STATION IS MARKED
 JU2755'BY A STANDARD TRIANGULATION DISK STAMPED BRIGANTINE 1932.
 JU2755'
 JU2755'R.M. 2 IS IN THE NE CORNER OF THE LOWEST STEP OF A FLIGHT OF
 JU2755'THREE MASSIVE CONCRETE STEPS 107.58 FEET SW FROM THE STATION.  IT
 JU2755'IS MARKED BY A STANDARD REFERENCE DISK STAMPED BRIGANTINE NO. 2,
 JU2755'1932 AND IS SET FLUSH WITH THE CONCRETE.
 JU2755'
 JU2755'R.M. 3 IS IN A CEMENT WALK COVERED WITH SAND, 139.59 FEET W OF
 JU2755'THE STATION.  IT IS MARKED BY A STANDARD REFERENCE DISK STAMPED
 JU2755'BRIGANTINE NO. 3, 1932 AND IS SET FLUSH WITH THE CONCRETE.
 JU2755'
 JU2755'THE DIRECTION FROM HOTEL 1932 TO R.M. 1 (AZIMUTH MARK) WAS
 JU2755'MEASURED WITH A THEODOLITE.  THE SMALL SANDY RIDGE AND THE
 JU2755'BRUSH MENTIONED IN THE 1932 DESCRIPTION COULD NOT BE FOUND ON
 JU2755'THIS LINE.  IT IS RECOMMENDED THAT REFERENCE MARK 1 BE
 JU2755'CLASSIFIED AS LOST.
 JU2755'
 JU2755'THE LETTER OF MR. E.C. CAMERON, DATED 27 MARCH 1947, IN
 JU2755'REGARD TO R.M. 2 IS CORRECT EXCEPT THAT THE DISK IS STAMPED
 JU2755'BRIGANTINE NO. 2, 1932.
 JU2755
 JU2755                          STATION RECOVERY (1962)
 JU2755
 JU2755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2755'THE STATION MARK WAS RECOVERED IN GOOD CONDITION 10 INCHES
 JU2755'BELOW THE SURFACE.  THE ANGLE-IRON BASE OF THE FLAG TOWER
 JU2755'REMAINS, IN VERY THICK AND HIGH BRUSH.  THE DISK AT RM 2
 JU2755'PROTRUDES FROM THE CONCRETE STEP BUT APPEARS SOLID.  DUNES IN
 JU2755'THE AREA OF RM 1 (AZIMUTH MARK) ARE ALTERED CONSIDERABLY BY
 JU2755'WIND AND WAVES, AND THE MARK COULD NOT BE FOUND.  THE DISK AT
 JU2755'RM 3 COULD NOT BE FOUND, NOR COULD THE CONCRETE WALK IN WHICH
 JU2755'IT WAS SET, AND IS BELIEVED TO HAVE BEEN BROKEN UP.
 JU2755'
 JU2755'STATION IS DIFFICULT TO FIND IN THE HEAVY BRUSH.  IT IS EAST
 JU2755'OF THE POLE LINE, BETWEEN THE POLES WITH CROSS-ARMS AND THE
 JU2755'BRACED POLES WITHOUT.  SCATTERED BRICKS AND A FEW SHORT PILES
 JU2755'MAY BE SEEN ON THE OUTER BEACH.  IT IS APPROXIMATELY 1.2 MILES
 JU2755'NORTHEAST OF BRIGANTINE ELEVATED WATER TANK, AND MAY BE DRIVEN
 JU2755'WITH 4-WHEEL DRIVE AND BEACH TIRES.
 JU2755
 JU2755                          STATION RECOVERY (1962)
 JU2755
 JU2755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2755'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 JU2755'1, 2 AND 3 WERE NOT RECOVERED, AND SHOULD BE CONSIDERED
 JU2755'LOST.  REFERENCE MARKS 4 AND 5 AND AN AZIMUTH MARK WERE
 JU2755'ESTABLISHED AT THIS TIME.  THE COAST GUARD FLAG POLE THAT WAS
 JU2755'OVER THE STATION HAS BEEN DESTROYED, A WOODEN SIGNAL WAS ERECTED
 JU2755'OVER THE STATION AT THIS TIME.
 JU2755'
 JU2755'A NEW DESCRIPTION FOLLOWS--
 JU2755'
 JU2755'THE STATION IS ABOUT 2-1/2 MILES NORTHEAST OF BRIGANTINE, NEAR
 JU2755'THE NORTHEAST END OF BRIGANTINE ISLAND, AT THE RUINS OF THE
 JU2755'BRIGANTINE COAST GUARD STATION.  THE STATION IS A STANDARD
 JU2755'COAST AND GEODETIC SURVEY STATION MARK, CEMENTED IN A DRILLED
 JU2755'HOLE NEAR THE CENTER OF THE CONCRETE FOUNDATION OF THE RUINS
 JU2755'OF THE FLAG POLE.  THE 4 STEEL LEGS OF THE FLAG POLE ARE STILL
 JU2755'INTACT AND THEY PROJECT ABOUT 18 INCHES.  IT IS ABOUT 300 FEET
 JU2755'NORTHWEST OF THE WATER LINE, IN A GROWTH OF SMALL BUSHES, 12
 JU2755'FEET SOUTHWEST OF A WITNESS POST.  THE DISK IS STAMPED
 JU2755'BRIGANTINE 1932.
 JU2755'
 JU2755'REFERENCE MARK 4 IS 35 FEET NORTHEAST OF THE WITNESS POST.  THE
 JU2755'MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED BRIGANTINE
 JU2755'NO 4 1932.
 JU2755'
 JU2755'REFERENCE MARK 5 IS 46 FEET WEST OF THE WITNESS POST.  THE
 JU2755'MONUMENT PROJECTS 7 INCHES AND THE DISK IS STAMPED BRIGANTINE
 JU2755'NO 5 1932.
 JU2755'
 JU2755'THE AZIMUTH MARK IS CEMENTED IN A DRILLED HOLE IN THE NORTHEAST
 JU2755'LEG OF THE CONCRETE FOOTING OF THE BRIGANTINE ELEVATED WATER
 JU2755'TANK.  THE DISK IS STAMPED BRIGANTINE 1932.
 JU2755'
 JU2755'TO REACH FROM THE POST OFFICE IN BRIGANTINE, GO NORTHEAST
 JU2755'ON BRIGANTINE AVE. FOR 1.2 MILES TO THE END OF THE STREET.  TURN
 JU2755'LEFT AND GO NORTHWEST ON A SAND STREET FOR 0.1 MILE TO THE WATER
 JU2755'TANK AND THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT AND FOLLOW
 JU2755'THE BEACH NORTHEAST FOR 1.2 MILES TO THE STATION ON THE LEFT.
 JU2755'
 JU2755'HEIGHT OF LIGHT ABOVE STATION MARK 14.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2780 ***********************************************************************
 JU2780  DESIGNATION -  BRIGANTINE BEACH SOUTH TANK
 JU2780  PID         -  JU2780
 JU2780  STATE/COUNTY-  NJ/ATLANTIC
 JU2780  USGS QUAD   -  OCEANVILLE (1989)
 JU2780
 JU2780                         *CURRENT SURVEY CONTROL
 JU2780  ___________________________________________________________________
 JU2780* NAD 83(1996)-  39 23 42.38838(N)    074 23 27.09052(W)     ADJUSTED  
 JU2780* NAVD 88     -                                                        
 JU2780  ___________________________________________________________________
 JU2780  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 JU2780  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 JU2780
 JU2780  HORZ ORDER  -  THIRD
 JU2780
 JU2780.The horizontal coordinates were established by classical geodetic methods
 JU2780.and adjusted by the National Geodetic Survey in September 1999..
 JU2780
 JU2780
 JU2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2780
 JU2780.The geoid height was determined by GEOID03.
 JU2780
 JU2780;                    North         East     Units Scale Factor Converg.
 JU2780;SPC NJ       -    62,366.344   159,400.791   MT  0.99990109   +0 04 09.4
 JU2780;SPC NJ       -   204,613.58    522,967.43   sFT  0.99990109   +0 04 09.4
 JU2780;UTM  18      - 4,360,800.583   552,452.216   MT  0.99963387   +0 23 11.8
 JU2780
 JU2780                          SUPERSEDED SURVEY CONTROL
 JU2780
 JU2780  NAD 83(1986)-  39 23 42.37792(N)    074 23 27.08221(W) AD(       ) 4
 JU2780  NAD 27      -  39 23 41.95400(N)    074 23 28.56000(W) AD(       ) 3
 JU2780
 JU2780.Superseded values are not recommended for survey control.
 JU2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2780.See file dsdata.txt to determine how the superseded data were derived.
 JU2780
 JU2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5245260801(NAD 83)
 JU2780_MARKER: 53 = ELEVATED TANK
 JU2780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2780+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 JU2780
 JU2780  HISTORY     - Date     Condition        Report By
 JU2780  HISTORY     - 1932     FIRST OBSERVED   CGS
 JU2780  HISTORY     - 1935     GOOD             CGS
 JU2780  HISTORY     - 1950     GOOD             CGS
 JU2780  HISTORY     - 1962     GOOD             CGS
 JU2780  HISTORY     - 20050501 GOOD             USPSQD
 JU2780  HISTORY     - 20060224 MARK NOT FOUND   GEOCAC
 JU2780
 JU2780                          STATION DESCRIPTION
 JU2780
 JU2780'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RCB)
 JU2780'RECOVERED IN GOOD CONDITION.  NO DESCRIPTION WAS AVAILABLE.  STEEL
 JU2780'WATER TANK, STRUCTURAL STEEL BASE, ALUMINUM COLOR, 125 FEET HIGH,
 JU2780'ON THE NW SIDE OF THE ATLANTIC CITY-BRIGANTINE ROAD.  ABOUT 350
 JU2780'FEET SW FROM TRIANGULATION STATION CIRCLE.  TANK HAS A ROUND
 JU2780'BOTTOM AND A CONICAL TOP, SURMOUNTED BY A SMALL KNOB.
 JU2780
 JU2780                          STATION RECOVERY (1950)
 JU2780
 JU2780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2780'THE STATION WAS RECOVERED IN GOOD CONDITION.  ORIGINAL
 JU2780'DESCRIPTION IS INADEQUATE AND A NEW DESCRIPTION FOLLOWS--
 JU2780'
 JU2780'THE STATION IS LOCATED NEAR THE S END OF BRIGANTINE CITY, ON
 JU2780'THE N SIDE OF BRIGANTINE-ATLANTIC ROAD.  IT IS ABOUT 350 FEET NW
 JU2780'FROM THE POLICE STATION AT A ROAD CIRCLE WHICH IS THE SITE OF
 JU2780'TRIANGULATION STATION CIRCLE 1932.  THE STATION IS AN ELEVATED
 JU2780'STEEL TANK WITH STRUCTURAL STEEL BASE PAINTED BLACK AND 125 FEET
 JU2780'HIGH.  THE TANK HAS A ROUND BOTTOM AND A CONICAL TOP WHICH IS
 JU2780'SURMOUNTED BY A SMALL KNOB.
 JU2780
 JU2780                          STATION RECOVERY (1962)
 JU2780
 JU2780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2780'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1950.
 JU2780
 JU2780                          STATION RECOVERY (2005)
 JU2780
 JU2780'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 JU2780'RECOVERED AS DESCRIBED.  THE TANK IS NOW PAINTED LIGHT BLUE
 JU2780
 JU2780                          STATION RECOVERY (2006)
 JU2780
 JU2780'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2780'THERE IS NO TANK AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2764 ***********************************************************************
 JU2764  DESIGNATION -  BRIGANTINE MUNICIPAL TK NEW
 JU2764  PID         -  JU2764
 JU2764  STATE/COUNTY-  NJ/ATLANTIC
 JU2764  USGS QUAD   -  BRIGANTINE INLET (1994)
 JU2764
 JU2764                         *CURRENT SURVEY CONTROL
 JU2764  ___________________________________________________________________
 JU2764* NAD 83(1996)-  39 24 11.67680(N)    074 22 25.24084(W)     ADJUSTED  
 JU2764* NAVD 88     -                                                        
 JU2764  ___________________________________________________________________
 JU2764  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 JU2764  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 JU2764
 JU2764  HORZ ORDER  -  THIRD
 JU2764
 JU2764.The horizontal coordinates were established by classical geodetic methods
 JU2764.and adjusted by the National Geodetic Survey in September 1999..
 JU2764
 JU2764
 JU2764.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2764
 JU2764.The geoid height was determined by GEOID03.
 JU2764
 JU2764;                    North         East     Units Scale Factor Converg.
 JU2764;SPC NJ       -    63,271.431   160,879.349   MT  0.99990146   +0 04 48.7
 JU2764;SPC NJ       -   207,583.02    527,818.33   sFT  0.99990146   +0 04 48.7
 JU2764;UTM  18      - 4,361,713.603   553,925.345   MT  0.99963580   +0 23 51.3
 JU2764
 JU2764                          SUPERSEDED SURVEY CONTROL
 JU2764
 JU2764  NAD 83(1986)-  39 24 11.66599(N)    074 22 25.23188(W) AD(       ) 4
 JU2764  NAD 27      -  39 24 11.24073(N)    074 22 26.71049(W) AD(       ) 3
 JU2764
 JU2764.Superseded values are not recommended for survey control.
 JU2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2764.See file dsdata.txt to determine how the superseded data were derived.
 JU2764
 JU2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5392561714(NAD 83)
 JU2764_MARKER: 53 = ELEVATED TANK
 JU2764
 JU2764  HISTORY     - Date     Condition        Report By
 JU2764  HISTORY     - 1980     FIRST OBSERVED   NGS
 JU2764
 JU2764                          STATION DESCRIPTION
 JU2764
 JU2764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 JU2764'THE STATION IS THE RED LIGHT ATOP THE CENTER OF THE 125 FOOT HIGH SELF
 JU2764'SUPPORTING WATER TANK.  THE TANK IS GREEN IN COLOR.
 JU2764'
 JU2764'LOCATED DIRECTLY BEHIND THE FIRE STATION AND MUNICIPAL BUILDING AT
 JU2764'THE INTERSECTION OF WEST BEACH STREET AND FOURTEENTH STREET SOUTH IN
 JU2764'BRIGANTINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2763 ***********************************************************************
 JU2763  DESIGNATION -  BRIGANTINE N WATER TANK NEW
 JU2763  PID         -  JU2763
 JU2763  STATE/COUNTY-  NJ/ATLANTIC
 JU2763  USGS QUAD   -  BRIGANTINE INLET (1994)
 JU2763
 JU2763                         *CURRENT SURVEY CONTROL
 JU2763  ___________________________________________________________________
 JU2763* NAD 83(1996)-  39 24 40.63854(N)    074 21 57.34160(W)     ADJUSTED  
 JU2763* NAVD 88     -                                                        
 JU2763  ___________________________________________________________________
 JU2763  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 JU2763  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JU2763
 JU2763  HORZ ORDER  -  THIRD
 JU2763
 JU2763.The horizontal coordinates were established by classical geodetic methods
 JU2763.and adjusted by the National Geodetic Survey in September 1999..
 JU2763
 JU2763
 JU2763.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2763
 JU2763.The geoid height was determined by GEOID03.
 JU2763
 JU2763;                    North         East     Units Scale Factor Converg.
 JU2763;SPC NJ       -    64,165.479   161,545.465   MT  0.99990164   +0 05 06.4
 JU2763;SPC NJ       -   210,516.24    530,003.75   sFT  0.99990164   +0 05 06.4
 JU2763;UTM  18      - 4,362,611.090   554,586.322   MT  0.99963669   +0 24 09.3
 JU2763
 JU2763                          SUPERSEDED SURVEY CONTROL
 JU2763
 JU2763  NAD 83(1986)-  39 24 40.62703(N)    074 21 57.33383(W) AD(       ) 4
 JU2763  NAD 27      -  39 24 40.19889(N)    074 21 58.81623(W) AD(       ) 3
 JU2763
 JU2763.Superseded values are not recommended for survey control.
 JU2763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2763.See file dsdata.txt to determine how the superseded data were derived.
 JU2763
 JU2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5458662611(NAD 83)
 JU2763_MARKER: 53 = ELEVATED TANK
 JU2763
 JU2763  HISTORY     - Date     Condition        Report By
 JU2763  HISTORY     - 1980     FIRST OBSERVED   NGS
 JU2763
 JU2763                          STATION DESCRIPTION
 JU2763
 JU2763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 JU2763'THE STATION IS THE RED LIGHT ATOP THE 125 FOOT HIGH WATER TANK.  IT IS
 JU2763'A SELF SUPPORTED TANK PAINTED GREEN IN COLOR.
 JU2763'
 JU2763'LOCATED AT THE INTERSECTION OF LAFAYETTE PLACE AND ROOSEVELT
 JU2763'BOULEVARD WHICH IS 2.25 MILE NORTH ALONG BRIGANTINE AVENUE FROM THE
 JU2763'POST OFFICE IN BRIGANTINE AND 0.3 MILE WEST OF BRIGANTINE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2821 ***********************************************************************
 JU2821  DESIGNATION -  BRIGANTINE S WATER TANK NEW
 JU2821  PID         -  JU2821
 JU2821  STATE/COUNTY-  NJ/ATLANTIC
 JU2821  USGS QUAD   -  OCEANVILLE (1989)
 JU2821
 JU2821                         *CURRENT SURVEY CONTROL
 JU2821  ___________________________________________________________________
 JU2821* NAD 83(1996)-  39 23 30.09380(N)    074 23 45.22594(W)     ADJUSTED  
 JU2821* NAVD 88     -                                                        
 JU2821  ___________________________________________________________________
 JU2821  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 JU2821  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JU2821
 JU2821  HORZ ORDER  -  THIRD
 JU2821
 JU2821.The horizontal coordinates were established by classical geodetic methods
 JU2821.and adjusted by the National Geodetic Survey in September 1999..
 JU2821
 JU2821
 JU2821.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2821
 JU2821.The geoid height was determined by GEOID03.
 JU2821
 JU2821;                    North         East     Units Scale Factor Converg.
 JU2821;SPC NJ       -    61,986.708   158,967.318   MT  0.99990099   +0 03 57.8
 JU2821;SPC NJ       -   203,368.06    521,545.28   sFT  0.99990099   +0 03 57.8
 JU2821;UTM  18      - 4,360,418.654   552,020.967   MT  0.99963332   +0 23 00.2
 JU2821
 JU2821                          SUPERSEDED SURVEY CONTROL
 JU2821
 JU2821  NAD 83(1986)-  39 23 30.08286(N)    074 23 45.21789(W) AD(       ) 4
 JU2821  NAD 27      -  39 23 29.65867(N)    074 23 46.69529(W) AD(       ) 3
 JU2821
 JU2821.Superseded values are not recommended for survey control.
 JU2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2821.See file dsdata.txt to determine how the superseded data were derived.
 JU2821
 JU2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5202160419(NAD 83)
 JU2821_MARKER: 53 = ELEVATED TANK
 JU2821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2821+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 JU2821
 JU2821  HISTORY     - Date     Condition        Report By
 JU2821  HISTORY     - 1980     FIRST OBSERVED   CGS
 JU2821  HISTORY     - 20050501 GOOD             USPSQD
 JU2821
 JU2821                          STATION DESCRIPTION
 JU2821
 JU2821'DESCRIBED BY COAST AND GEODETIC SURVEY 1980 (RGP)
 JU2821'THE STATION IS THE RED LIGHT ATOP THE 125 FOOT HIGH WATER TANK.  IT IS
 JU2821'A SELF SUPPORTING WATER TANK PAINTED GREEN IN COLOR.
 JU2821'
 JU2821'IT IS ON THE WEST SIDE OF BAYSHORE AVENUE WHICH IS 0.1 MILE NORTH OF
 JU2821'THE POST OFFICE IN BRIGANTINE.
 JU2821
 JU2821                          STATION RECOVERY (2005)
 JU2821
 JU2821'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 JU2821'RECOVERED AS DESCRIBED.  THE WATER TOWER IS NOW PAINTED LIGHT BLUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3008 ***********************************************************************
 JU3008  DESIGNATION -  BRINFIELD
 JU3008  PID         -  JU3008
 JU3008  STATE/COUNTY-  NJ/CAMDEN
 JU3008  USGS QUAD   -  WILLIAMSTOWN (1981)
 JU3008
 JU3008                         *CURRENT SURVEY CONTROL
 JU3008  ___________________________________________________________________
 JU3008* NAD 83(1996)-  39 37 57.89447(N)    074 52 52.76497(W)     ADJUSTED  
 JU3008* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 JU3008  ___________________________________________________________________
 JU3008  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 JU3008  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JU3008
 JU3008  HORZ ORDER  -  FIRST
 JU3008
 JU3008.The horizontal coordinates were established by classical geodetic methods
 JU3008.and adjusted by the National Geodetic Survey in September 1999..
 JU3008
 JU3008.The orthometric height was scaled from a topographic map.
 JU3008
 JU3008.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3008
 JU3008.The geoid height was determined by GEOID03.
 JU3008
 JU3008;                    North         East     Units Scale Factor Converg.
 JU3008;SPC NJ       -    88,811.622   117,266.762   MT  0.99991319   -0 14 35.6
 JU3008;SPC NJ       -   291,376.13    384,732.70   sFT  0.99991319   -0 14 35.6
 JU3008;UTM  18      - 4,387,003.912   510,184.243   MT  0.99960128   +0 04 32.5
 JU3008
 JU3008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3008!SPC NJ       -   0.99999950  x   0.99991319  =   0.99991269
 JU3008!UTM  18      -   0.99999950  x   0.99960128  =   0.99960078
 JU3008
 JU3008|---------------------------------------------------------------------|
 JU3008| PID    Reference Object                     Distance      Geod. Az  |
 JU3008|                                                           dddmmss.s |
 JU3008| CB1307 BRINFIELD RM 1                       28.270 METERS 02911     |
 JU3008| JU2998 HAMMONTON STANDPIPE                 APPROX. 6.2 KM 0915341.4 |
 JU3008| CB1306 BRINFIELD AZ MK                                    2160708.4 |
 JU3008| CB1308 BRINFIELD RM 2                       22.449 METERS 29923     |
 JU3008|---------------------------------------------------------------------|
 JU3008
 JU3008                          SUPERSEDED SURVEY CONTROL
 JU3008
 JU3008  NAD 83(1991)-  39 37 57.87969(N)    074 52 52.76299(W) AD(       ) 1
 JU3008  NAD 83(1986)-  39 37 57.87781(N)    074 52 52.76330(W) AD(       ) 1
 JU3008  NAD 27      -  39 37 57.45500(N)    074 52 54.16400(W) AD(       ) 1
 JU3008
 JU3008.Superseded values are not recommended for survey control.
 JU3008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3008.See file dsdata.txt to determine how the superseded data were derived.
 JU3008
 JU3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1018487004(NAD 83)
 JU3008_MARKER: DS = TRIANGULATION STATION DISK
 JU3008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3008
 JU3008  HISTORY     - Date     Condition        Report By
 JU3008  HISTORY     - 1935     MONUMENTED       CGS
 JU3008  HISTORY     - 1987     GOOD             LOCSUR
 JU3008
 JU3008                          STATION DESCRIPTION
 JU3008
 JU3008'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU3008'THE STATION IS LOCATED ON THE PROPERTY OF WILL BRINFIELD
 JU3008'APPROXIMATELY 0.85 MILE SOUTH OF HAYVILLE (RAILROAD CROSSING)
 JU3008'4-1/2 MILES WEST OF HAMMONTON, 9 PACES EAST OF THE CENTERLINE
 JU3008'OF ROAD, 29 PACES EAST-NORTHEAST OF NORTHEAST CORNER OF RED SHED
 JU3008'(OR HOUSE), AND PROJECTS 4 INCHES.  NOTES 1A AND 7A.
 JU3008'
 JU3008'REFERENCE MARK NO. 2 IS 73.65 FEET (22.449 METERS) WEST OF
 JU3008'STATION, 15 PACES WEST OF CENTERLINE OF ROAD, 17 PACES NORTH OF
 JU3008'NORTHEAST CORNER OF SHED, AND PROJECTS 4 INCHES.  NOTE 11A.
 JU3008'
 JU3008'REFERENCE MARK NO. 1 IS 92.85 FEET (28.270 METERS) NORTH-NORTHWEST
 JU3008'OF STATION, 4 FEET SOUTH OF A 4-INCH PINE, 6 PACES EAST OF
 JU3008'CENTERLINE OF ROAD, AND PROJECTS 4 INCHES.  NOTE 11A.
 JU3008'
 JU3008'AZIMUTH MARK IS 0.6 MILE SOUTHWEST OF STATION, 9 PACES WEST OF
 JU3008'CENTERLINE OF ROAD, AND PROJECTS 4 INCHES.  NOTE 11A.
 JU3008'
 JU3008'TO REACH STATION FROM BUENA AT INTERSECTION OF U.S. HIGHWAY 40
 JU3008'AND BUENA-HAMMONTON PIKE, TAKE BUENA-HAMMONTON PIKE TOWARD
 JU3008'HAMMONTON FOR 6.8 MILES TO INTERSECTION WITH STATE HIGHWAY
 JU3008'42.  HERE TURN NORTHWEST ON STATE HIGHWAY 42 AND GO 2.1 MILES TO
 JU3008'RAILROAD.  CONTINUE STRAIGHT AHEAD FOR 1.0 MILE TO GRAVEL T-ROAD
 JU3008'RIGHT, TURN RIGHT AND FOLLOW GRAVEL ROAD FOR 2.0 MILES TO RED
 JU3008'SHED AND STATION.
 JU3008'
 JU3008'NO PROMINENT OBJECTS ARE VISIBLE FROM THE GROUND.
 JU3008'
 JU3008'A 103-FOOT TOWER WILL CLEAR ALL LINES.
 JU3008'
 JU3008'REFERENCE MARK NO. 1 IS 118.37 FEET EAST-NORTHEAST OF REFERENCE
 JU3008'MARK NO. 2.
 JU3008
 JU3008                          STATION RECOVERY (1987)
 JU3008
 JU3008'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (CT)
 JU3008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5290 ***********************************************************************
 KV5290  DESIGNATION -  BRISBANE
 KV5290  PID         -  KV5290
 KV5290  STATE/COUNTY-  NJ/OCEAN
 KV5290  USGS QUAD   -  LAKEWOOD (1989)
 KV5290
 KV5290                         *CURRENT SURVEY CONTROL
 KV5290  ___________________________________________________________________
 KV5290* NAD 83(1996)-  40 04 54.01987(N)    074 07 53.56263(W)     ADJUSTED  
 KV5290* NAVD 88     -        16.6    (meters)      54.     (feet)  GPS OBS   
 KV5290  ___________________________________________________________________
 KV5290  X           -   1,336,212.807 (meters)                     COMP
 KV5290  Y           -  -4,700,632.473 (meters)                     COMP
 KV5290  Z           -   4,084,917.740 (meters)                     COMP
 KV5290  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 KV5290  ELLIP HEIGHT-         -16.39  (meters)          (10/23/02) GPS OBS
 KV5290  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KV5290
 KV5290  HORZ ORDER  -  FIRST
 KV5290  ELLP ORDER  -  FOURTH    CLASS I
 KV5290
 KV5290.The horizontal coordinates were established by GPS observations
 KV5290.and adjusted by the National Geodetic Survey in May 1999..
 KV5290
 KV5290.The orthometric height was determined by GPS observations and a
 KV5290.high-resolution geoid model.
 KV5290
 KV5290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5290
 KV5290.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5290
 KV5290.The ellipsoidal height was determined by GPS observations
 KV5290.and is referenced to NAD 83.
 KV5290
 KV5290.The geoid height was determined by GEOID03.
 KV5290
 KV5290;                    North         East     Units Scale Factor Converg.
 KV5290;SPC NJ       -   138,647.063   181,423.156   MT  0.99991215   +0 14 14.1
 KV5290;SPC NJ       -   454,877.91    595,219.14   sFT  0.99991215   +0 14 14.1
 KV5290;UTM  18      - 4,437,183.425   574,043.140   MT  0.99966749   +0 33 33.1
 KV5290
 KV5290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5290!SPC NJ       -   1.00000257  x   0.99991215  =   0.99991472
 KV5290!UTM  18      -   1.00000257  x   0.99966749  =   0.99967006
 KV5290
 KV5290                          SUPERSEDED SURVEY CONTROL
 KV5290
 KV5290  ELLIP H (05/14/99)  -16.41   (m)                       GP(       ) 4 1
 KV5290  NAD 83(1992)-  40 04 54.01891(N)    074 07 53.56565(W) AD(       ) 1
 KV5290  ELLIP H (04/25/94)  -16.30   (m)                       GP(       ) 3 1
 KV5290  NAD 83(1986)-  40 04 54.02010(N)    074 07 53.56657(W) AD(       ) 1
 KV5290  ELLIP H (03/31/93)  -16.27   (m)                       GP(       ) 3 2
 KV5290  NAD 83(1986)-  40 04 54.00944(N)    074 07 53.55515(W) AD(       ) 3
 KV5290  NAD 27      -  40 04 53.60000(N)    074 07 55.05000(W) AD(       ) 3
 KV5290
 KV5290.Superseded values are not recommended for survey control.
 KV5290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5290.See file dsdata.txt to determine how the superseded data were derived.
 KV5290
 KV5290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7404337183(NAD 83)
 KV5290_MARKER: DS = TRIANGULATION STATION DISK
 KV5290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5290_SP_SET: CONCRETE POST
 KV5290_STAMPING: BRISBANE 1934
 KV5290_MARK LOGO: CGS   
 KV5290_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5290+STABILITY: SURFACE MOTION
 KV5290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5290+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1994
 KV5290
 KV5290  HISTORY     - Date     Condition        Report By
 KV5290  HISTORY     - 1934     MONUMENTED       CGS
 KV5290  HISTORY     - 1934     GOOD             CGS
 KV5290  HISTORY     - 1951     GOOD             CGS
 KV5290  HISTORY     - 1989     GOOD             USPSQD
 KV5290  HISTORY     - 19900823 GOOD             NJGS
 KV5290  HISTORY     - 19910213 GOOD
 KV5290  HISTORY     - 19930323 GOOD             NJHA
 KV5290  HISTORY     - 19940709 GOOD             NJGS
 KV5290
 KV5290                          STATION DESCRIPTION
 KV5290
 KV5290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5290'STATION IS LOCATED ON THE PROPERTY OF P.C. BRISBANE ON N SIDE OF
 KV5290'ROAD WHICH FOLLOWS THE BELL TELEPHONE AND TELEGRAPH LINE AND 1.3
 KV5290'MILES FROM THE LAURELTON POST OFFICE.
 KV5290'
 KV5290'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 KV5290'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD BRONZE
 KV5290'DISKS SET IN CONCRETE.
 KV5290'
 KV5290'LOCATED 17.7 METERS N OF THE CENTER LINE OF THE ROAD, 97.9
 KV5290'METERS NW OF A LONE PINE TREE, 20.4 METERS NE OF THE LAST OF A
 KV5290'ROW OF SIX PINE TREES, ON THE TOP OF A HIGH (20-FOOT) BANK IN
 KV5290'DENSE WOODS.
 KV5290'
 KV5290'REACHED FROM LAURELTON POST OFFICE AS FOLLOWS--FOLLOW STATE
 KV5290'HIGHWAY 35 E FOR 0.8 MILE TO INTERSECTION OF SAND ROAD AT POINT
 KV5290'HIGHWAY 35 TAKES SHARP TURN TO THE LEFT, FOLLOW THE SAND ROAD
 KV5290'0.2 MILE TO ITS INTERSECTION WITH A SAND ROAD CROSSING AT RIGHT
 KV5290'ANGLES, TURN RIGHT AND FOLLOW ROAD 0.35 MILE TO POINT WHERE IT
 KV5290'STARTS TO DESCEND.  STATION IS TO THE LEFT 13.7 METERS N OF
 KV5290'POLE NO.BK 183+S.
 KV5290'
 KV5290'HEIGHT OF LIGHT ABOVE STATION MARK 40 FEET.
 KV5290
 KV5290                          STATION RECOVERY (1934)
 KV5290
 KV5290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KV5290'RECOVERED IN GOOD CONDITION.
 KV5290
 KV5290                          STATION RECOVERY (1951)
 KV5290
 KV5290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV5290'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD
 KV5290'CONDITION.  THE DISTANCES WERE MEASURED TO THE REFERENCE MARKS
 KV5290'WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED
 KV5290'DESCRIPTION IS ADEQUATE AND COMPLETE.
 KV5290'
 KV5290'A 4 IN X 4 IN WITNESS POST WAS SET 3.0 FEET SOUTH OF THE STATION.
 KV5290
 KV5290                          STATION RECOVERY (1989)
 KV5290
 KV5290'RECOVERY NOTE BY US POWER SQUADRON 1989 (REG)
 KV5290'RECOVERED IN GOOD CONDITION.
 KV5290
 KV5290                          STATION RECOVERY (1990)
 KV5290
 KV5290'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5290'THE STATION AND RM 2 WERE RECOVERED IN GOOD CONDITION ON THIS DATE, AN
 KV5290'UPDATED DESCRIPTION AND TO REACH FOLLOWS. THE STATION IS LOCATED IN
 KV5290'THE WEST CENTRAL PART OF BRICK TOWNSHIP, ABOUT 0.8 MI (1.3 KM)
 KV5290'NORTHWEST OF LAURELTON AND 1.2 MI (1.9 KM) SOUTHEAST OF GARDEN STATE
 KV5290'PARKWAY EXIT 91, ON WOODED PROPERTY AT THE EAST END OF CHERIE DRIVE.
 KV5290'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 88 AND 70 IN
 KV5290'LAURELTON, GO 0.6 MI (1.0 KM) NORTHEAST ON ROUTE 70 TO JACK MARTIN
 KV5290'BOULEVARD, FORMERLY GREEN GROVE ROAD, TAKE THE JUGHANDLE RIGHT AND GO
 KV5290'0.8 MI (1.3 KM) NORTHWEST ON JACK MARTIN BOULEVARD TO WHERE IT TURNS
 KV5290'WEST AND GREEN GROVE ROAD BEGINS, NORTHWEST OF THE HOSPITAL, CONTINUE
 KV5290'NORTHWEST ON GREEN GROVE ROAD ABOUT 100 FT (30.5 M) TO CHERIE DRIVE
 KV5290'ON THE RIGHT, TURN RIGHT AND FOLLOW CHERIE DRIVE EAST TO THE END AT
 KV5290'HOUSE NO 31 ON THE LEFT. THE STATION IS ABOUT 148 FT (45.1 M) EAST OF
 KV5290'THE END OF PAVING AND ABOUT ON THE EXTENDED CENTERLINE OF THE ROAD,
 KV5290'152 FT (46.3 M) EAST OF A HYDRANT AT THE END OF PAVING, 45.5 FT
 KV5290'(13.9 M) NORTHEAST OF POWER POLE JC 162 BK THAT IS IN AN EAST WEST
 KV5290'UTILITY EASEMENT ON THE SOUTH SIDE OF THE ROAD, 214 FT (65.2 M) EAST
 KV5290'OF THE WEST RANGE OF HOUSE 31, 176 FT (53.6 M) EAST OF THE EAST RANGE
 KV5290'OF THE HOUSE AND FLUSH WITH THE GROUND.  THE AREA HAS BEEN CLEARED
 KV5290'AROUND THE STATION FOR A GPS OBSERVATION WINDOW.
 KV5290
 KV5290                          STATION RECOVERY (1991)
 KV5290
 KV5290'RECOVERED 1991
 KV5290'RECOVERED IN GOOD CONDITION.
 KV5290
 KV5290                          STATION RECOVERY (1993)
 KV5290
 KV5290'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 KV5290'RECOVERED IN GOOD CONDITION.
 KV5290
 KV5290                          STATION RECOVERY (1994)
 KV5290
 KV5290'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 KV5290'THE STATION IS LOCATED IN BRICK TOWNSHIP. TO REACH THE STATION FROM
 KV5290'EXIT 91 OF THE SOUTHBOUND LANES OF THE GARDEN STATE PARKWAY, TAKE THE
 KV5290'RAMP LEADING TO EASTBOUND BURNT TAVERN ROAD, CROSS OVER THE PARKWAY
 KV5290'AND GO ABOUT 0.2 MI (0.3 KM) EAST TO A TRAFFIC SIGNAL AT THE JUNCTION
 KV5290'WITH BURRSVILLE ROAD, TURN RIGHT AND GO 1.1 MI (1.8 KM) SOUTH ON
 KV5290'BURRSVILLE ROAD TO THE CROSS ROAD JUNCTION WITH GREEN GROVE ROAD, TURN
 KV5290'LEFT AND GO 0.3 MI (0.5 KM) SOUTHEAST ON GREEN GROVE ROAD TP THE
 KV5290'JUNCTION WITH CHERIE DRIVE, TURN LEFT AND GO TO THE END OF THE PAVED
 KV5290'ROAD IN FRONT OF HOUSE NUMBER 31 AND THE STATION AHEAD. TO REACH THE
 KV5290'STATION FROM THE JUNCTION OF STATE ROUTES 88 AND 70 IN LAURELTON, GO
 KV5290'0.6 MI (1.0 KM) NORTHEAST ON ROUTE 70 TO JACK MARTIN BOULEVARD,
 KV5290'FORMERLY GREEN GROVE ROAD, TAKE THE JUGHANDLE RIGHT AND GO 0.8 MI (1.3
 KV5290'KM) NORTHWEST ON JACK MARTIN BOULEVARD TO WHERE IT TURNS WEST AND
 KV5290'GREEN GROVE ROAD BEGINS, NORTHWEST OF THE HOSPITAL, CONTINUE NORTHWEST
 KV5290'ON GREEN GROVE ROAD ABOUT 100 FT (30.5 M) TO CHERIE DRIVE ON THE
 KV5290'RIGHT, TURN RIGHT AND FOLLOW CHERIE DRIVE EAST TO THE END AT HOUSE NO
 KV5290'31 ON THE LEFT. THE STATION IS IN A TRIANGULAR SHAPED WOODED LOT ABOUT
 KV5290'148 FT (45.1 M) EAST OF THE END OF PAVING AND ABOUT ON THE EXTENDED
 KV5290'CENTERLINE OF THE ROAD, 152 FT (46.3 M) EAST OF A HYDRANT AT THE END
 KV5290'OF PAVING, 45.5 FT (13.9 M) NORTHEAST OF POWER POLE JC 162 BK THAT IS
 KV5290'IN AN EAST WEST UTILITY EASEMENT ON THE SOUTH SIDE OF THE ROAD, 214 FT
 KV5290'(65.2 M) EAST OF THE WEST RANGE OF HOUSE 31, 176 FT (53.6 M) EAST OF
 KV5290'THE EAST RANGE OF THE HOUSE, 12.4 M (40.7 FT) SOUTHEAST OF REFERENCE
 KV5290'MARK NUMBER 1, 6.7 M (22.0 FT) SOUTHEAST OF A 1 M (3.3 FT) HIGH TREE
 KV5290'STUMP IN THE CENTER OF AN INTERSECTION OF TWO SAND PATHS, 20.6 M (67.6
 KV5290'FT) NORTHWEST OF THE TEE JUNCTION OF TWO 6 FOOT (1.8 M) STOCKADE
 KV5290'FENCES FOR THE PROPERTIES WHICH LIE TO THE SOUTHEAST, 6.0 M (19.7 FT)
 KV5290'SOUTH OF A SAND PATH 2.8 M (9.2 FT) EAST OF THE CENTERLINE OF A SAND
 KV5290'PATH AND FLUSH WITH THE GROUND. THE AREA HAS BEEN CLEARED AROUND THE
 KV5290'STATION FOR A GPS OBSERVATION WINDOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3880 ***********************************************************************
 KV3880  DESIGNATION -  BROAD
 KV3880  PID         -  KV3880
 KV3880  STATE/COUNTY-  NJ/BERGEN
 KV3880  USGS QUAD   -  HACKENSACK (1997)
 KV3880
 KV3880                         *CURRENT SURVEY CONTROL
 KV3880  ___________________________________________________________________
 KV3880* NAD 83(1996)-  40 52 44.80654(N)    074 02 21.65328(W)     ADJUSTED  
 KV3880* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV3880  ___________________________________________________________________
 KV3880  LAPLACE CORR-           7.54  (seconds)                    DEFLEC99
 KV3880  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 KV3880
 KV3880  HORZ ORDER  -  THIRD
 KV3880
 KV3880.The horizontal coordinates were established by classical geodetic methods
 KV3880.and adjusted by the National Geodetic Survey in September 1999..
 KV3880
 KV3880.The orthometric height was scaled from a topographic map.
 KV3880
 KV3880.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3880
 KV3880.The geoid height was determined by GEOID03.
 KV3880
 KV3880;                    North         East     Units Scale Factor Converg.
 KV3880;SPC NJ       -   227,226.210   188,823.933   MT  0.99991855   +0 18 05.3
 KV3880;SPC NJ       -   745,491.32    619,499.85   sFT  0.99991855   +0 18 05.3
 KV3880;SPC NY L     -    79,115.511   296,683.413   MT  0.99999503   -0 01 32.7
 KV3880;SPC NY L     -   259,564.81    973,368.83   sFT  0.99999503   -0 01 32.7
 KV3880;UTM  18      - 4,525,781.697   580,940.277   MT  0.99968063   +0 37 43.5
 KV3880
 KV3880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3880!SPC NJ       -   1.00000504  x   0.99991855  =   0.99992359
 KV3880!SPC NY L     -   1.00000504  x   0.99999503  =   1.00000007
 KV3880!UTM  18      -   1.00000504  x   0.99968063  =   0.99968567
 KV3880
 KV3880:                Primary Azimuth Mark                     Grid Az
 KV3880:SPC NJ       -  TROLLEY                                  021 39 22.8
 KV3880:SPC NY L     -  TROLLEY                                  021 59 00.8
 KV3880:UTM  18      -  TROLLEY                                  021 19 44.6
 KV3880
 KV3880|---------------------------------------------------------------------|
 KV3880| PID    Reference Object                     Distance      Geod. Az  |
 KV3880|                                                           dddmmss.s |
 KV3880| KV3894 TROLLEY                             488.447 METERS 0215728.1 |
 KV3880| KV3895 TRESTLE                             467.342 METERS 0453909.6 |
 KV3880| KV3897 SMITH MILL STACK                    297.827 METERS 08703     |
 KV3880| KV3881 HURST                               231.834 METERS 09020     |
 KV3880| CB5728 BROAD RM E                                         09155     |
 KV3880| KV3920 HOUSE                               APPROX. 0.6 KM 1433920.1 |
 KV3880| KV3921 COURT                               466.487 METERS 1831504.6 |
 KV3880| CB5729 BROAD RM N                                         35948     |
 KV3880|---------------------------------------------------------------------|
 KV3880
 KV3880                          SUPERSEDED SURVEY CONTROL
 KV3880
 KV3880  NAD 83(1996)-  40 52 44.80641(N)    074 02 21.65339(W) AD(       ) 3
 KV3880  NAD 83(1996)-  40 52 44.80556(N)    074 02 21.65477(W) AD(       ) 3
 KV3880  NAD 83(1992)-  40 52 44.80301(N)    074 02 21.65518(W) AD(       ) 3
 KV3880  NAD 83(1986)-  40 52 44.81370(N)    074 02 21.65320(W) AD(       ) 3
 KV3880  NAD 27      -  40 52 44.45200(N)    074 02 23.15400(W) AD(       ) 3
 KV3880
 KV3880.Superseded values are not recommended for survey control.
 KV3880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3880.See file dsdata.txt to determine how the superseded data were derived.
 KV3880
 KV3880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8094025782(NAD 83)
 KV3880_MARKER: Z = SEE DESCRIPTION
 KV3880_SETTING: 0 = UNSPECIFIED SETTING
 KV3880
 KV3880  HISTORY     - Date     Condition        Report By
 KV3880  HISTORY     - 1914     MONUMENTED       CGS
 KV3880  HISTORY     - 20051125 MARK NOT FOUND   GEOCAC
 KV3880
 KV3880                          STATION DESCRIPTION
 KV3880
 KV3880'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV3880'STATION IS ON THE E SIDE OF HACKENSACK RIVER, ON THE E END OF
 KV3880'THE COURT STREET BRIDGE, ON THE SIDEWALK OF THE S SIDE OF THE
 KV3880'BRIDGE, 1.542 METERS (5.06 FEET) FROM THE EDGE OF THE CURB,
 KV3880'AND 0.957 METER (3.14 FEET) FROM THE EDGE OF THE BRIDGE.  THE
 KV3880'STATION IS ALSO ABOUT A 1/4 MILE E OF THE COURTHOUSE AT
 KV3880'HACKENSACK, AND IS MARKED BY THE APEX OF AN INVERTED TRIANGULAR
 KV3880'PYRAMIDAL NOTCH CUT IN THE CONCRETE SIDEWALK.
 KV3880'
 KV3880'REFERENCE MARK NO. 1, A CROSS CUT ON THE SIDEWALK ON THE N SIDE OF
 KV3880'THE BRIDGE, 12.320 METERS (40.41 FEET) N 22 DEG E FROM THE STATION.
 KV3880'
 KV3880'REFERENCE MARK NO. 2, THE INTERSECTION OF TWO STEEL BANDS WHICH
 KV3880'BOUND THE SIDEWALK ON THE SE END OF THE BRIDGE, IS 19.104 METERS
 KV3880'(62.68 FEET) S 68 DEG E FROM THE STATION.
 KV3880
 KV3880                          STATION RECOVERY (2005)
 KV3880
 KV3880'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV3880'THE BRIDGE IS OLD.  THE SURFACE HAS BEEN PATCHED IN MANY PLACES.
 KV3880'UNABLE TO LOCATE 'APEX OF AN INVERTED TRIANGULAR PYRAMIDAL NOTCH'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3058 ***********************************************************************
 JU3058  DESIGNATION -  BROOKLAWN MUNICIPAL TANK
 JU3058  PID         -  JU3058
 JU3058  STATE/COUNTY-  NJ/CAMDEN
 JU3058  USGS QUAD   -  CAMDEN (1995)
 JU3058
 JU3058                         *CURRENT SURVEY CONTROL
 JU3058  ___________________________________________________________________
 JU3058* NAD 83(1996)-  39 52 42.43882(N)    075 06 51.14928(W)     ADJUSTED  
 JU3058* NAVD 88     -                                                        
 JU3058  ___________________________________________________________________
 JU3058  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 JU3058  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JU3058
 JU3058  HORZ ORDER  -  THIRD
 JU3058
 JU3058.The horizontal coordinates were established by classical geodetic methods
 JU3058.and adjusted by the National Geodetic Survey in September 1999..
 JU3058
 JU3058
 JU3058.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3058
 JU3058.The geoid height was determined by GEOID03.
 JU3058
 JU3058;                    North         East     Units Scale Factor Converg.
 JU3058;SPC NJ       -   116,200.775    97,462.596   MT  0.99993397   -0 23 37.7
 JU3058;SPC NJ       -   381,235.38    319,758.53   sFT  0.99993397   -0 23 37.7
 JU3058;SPC PA S     -    63,892.256   825,447.558   MT  1.00000903   +1 42 36.3
 JU3058;SPC PA S     -   209,619.84  2,708,155.86   sFT  1.00000903   +1 42 36.3
 JU3058;UTM  18      - 4,414,273.320   490,233.964   MT  0.99960117   -0 04 23.6
 JU3058
 JU3058                          SUPERSEDED SURVEY CONTROL
 JU3058
 JU3058  NAD 83(1991)-  39 52 42.43517(N)    075 06 51.15066(W) AD(       ) 4
 JU3058  NAD 83(1986)-  39 52 42.43149(N)    075 06 51.15308(W) AD(       ) 4
 JU3058  NAD 27      -  39 52 42.02800(N)    075 06 52.51100(W) AD(       ) 3
 JU3058
 JU3058.Superseded values are not recommended for survey control.
 JU3058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3058.See file dsdata.txt to determine how the superseded data were derived.
 JU3058
 JU3058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9023414273(NAD 83)
 JU3058_MARKER: 51 = TANK
 JU3058
 JU3058  HISTORY     - Date     Condition        Report By
 JU3058  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3058  HISTORY     - 1946     GOOD             CGS
 JU3058  HISTORY     - 19941120 GOOD             USPSQD
 JU3058  HISTORY     - 19980211 MARK NOT FOUND   USPSQD
 JU3058
 JU3058                          STATION DESCRIPTION
 JU3058
 JU3058'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3058'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE BROOKLAWN
 JU3058'MUNICIPAL WATER TANK.  IT IS IN THE E CORNER OF THE INTERSECTION
 JU3058'OF STATE HIGHWAY 45 AND BROWNING LANE, 125 FEET NE OF BROWNING
 JU3058'LANE AND 200 FEET SE OF HIGHWAY 45.  IT IS A TALL SILVER TANK
 JU3058'LETTERED BROOKLAWN ON THE SW SIDE.  IT IS ABOUT 110 FEET HIGH.
 JU3058
 JU3058                          STATION RECOVERY (1946)
 JU3058
 JU3058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3058'STATION RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED AND
 JU3058'RECOVERED IN 1937, EXCEPT FOR THE FOLLOWING CHANGE--
 JU3058'
 JU3058'THE TANK HAS BEEN REPAINTED A GRAY COLOR AND DOES NOT BEAR
 JU3058'THE WORD WOODLAWN.
 JU3058
 JU3058                          STATION RECOVERY (1994)
 JU3058
 JU3058'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU3058'RECOVERED IN GOOD CONDITION.
 JU3058
 JU3058                          STATION RECOVERY (1998)
 JU3058
 JU3058'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5583 ***********************************************************************
 KV5583  DESIGNATION -  BROWN 2
 KV5583  PID         -  KV5583
 KV5583  STATE/COUNTY-  NJ/BURLINGTON
 KV5583  USGS QUAD   -  TRENTON WEST (1995)
 KV5583
 KV5583                         *CURRENT SURVEY CONTROL
 KV5583  ___________________________________________________________________
 KV5583* NAD 83(1996)-  40 07 30.92882(N)    074 48 44.62159(W)     ADJUSTED  
 KV5583* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV5583  ___________________________________________________________________
 KV5583  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 KV5583  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV5583
 KV5583  HORZ ORDER  -  THIRD
 KV5583
 KV5583.The horizontal coordinates were established by classical geodetic methods
 KV5583.and adjusted by the National Geodetic Survey in September 1999..
 KV5583
 KV5583.The orthometric height was scaled from a topographic map.
 KV5583
 KV5583.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5583
 KV5583.The geoid height was determined by GEOID03.
 KV5583
 KV5583;                    North         East     Units Scale Factor Converg.
 KV5583;SPC NJ       -   143,467.923   123,374.843   MT  0.99990872   -0 12 04.8
 KV5583;SPC NJ       -   470,694.34    404,772.30   sFT  0.99990872   -0 12 04.8
 KV5583;SPC PA S     -    92,095.097   850,342.176   MT  0.99997554   +1 54 21.2
 KV5583;SPC PA S     -   302,148.66  2,789,830.96   sFT  0.99997554   +1 54 21.2
 KV5583;UTM  18      - 4,441,676.648   515,984.622   MT  0.99960315   +0 07 15.3
 KV5583
 KV5583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5583!SPC NJ       -   1.00000521  x   0.99990872  =   0.99991393
 KV5583!SPC PA S     -   1.00000521  x   0.99997554  =   0.99998075
 KV5583!UTM  18      -   1.00000521  x   0.99960315  =   0.99960836
 KV5583
 KV5583:                Primary Azimuth Mark                     Grid Az
 KV5583:SPC NJ       -  MARSH 2                                  044 28 05.8
 KV5583:SPC PA S     -  MARSH 2                                  042 21 39.8
 KV5583:UTM  18      -  MARSH 2                                  044 08 45.7
 KV5583
 KV5583|---------------------------------------------------------------------|
 KV5583| PID    Reference Object                     Distance      Geod. Az  |
 KV5583|                                                           dddmmss.s |
 KV5583| KV5584 MARSH 2                             410.266 METERS 0441601.0 |
 KV5583| CB5732 BROWN 2 RM 2                          9.910 METERS 17814     |
 KV5583| CB5731 BROWN 2 RM 1                         15.538 METERS 26535     |
 KV5583| KV5576 PAPER                               APPROX. 1.0 KM 2960748.4 |
 KV5583| KV5582 LAND 2                              APPROX. 0.5 KM 3495326.4 |
 KV5583|---------------------------------------------------------------------|
 KV5583
 KV5583                          SUPERSEDED SURVEY CONTROL
 KV5583
 KV5583  NAD 83(1986)-  40 07 30.92739(N)    074 48 44.62266(W) AD(       ) 3
 KV5583  NAD 27      -  40 07 30.53100(N)    074 48 46.03300(W) AD(       ) 3
 KV5583
 KV5583.Superseded values are not recommended for survey control.
 KV5583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5583.See file dsdata.txt to determine how the superseded data were derived.
 KV5583
 KV5583_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1598541677(NAD 83)
 KV5583_MARKER: DS = TRIANGULATION STATION DISK
 KV5583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5583
 KV5583  HISTORY     - Date     Condition        Report By
 KV5583  HISTORY     - 1935     MONUMENTED       CGS
 KV5583  HISTORY     - 1947     GOOD             CGS
 KV5583
 KV5583                          STATION DESCRIPTION
 KV5583
 KV5583'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5583'AT FLORENCE, IN THE MOST PROMINENT GROVE OF TREES ON THE
 KV5583'WOOD ESTATE, N OF CHURCH AND FRONT STREETS INTERSECTION, 0.90
 KV5583'METER S OF OUTER EDGE OF RIVER WALL, 22.57 METERS E OF
 KV5583'SMALL-TRUNKED TREE WHICH IS 8 FEET S OF WALL, 51.75 METERS E
 KV5583'ALONG RIVER WALL FROM A POINT ON RANGE OF E SIDE OF THE WOOD
 KV5583'HOUSE.
 KV5583'
 KV5583'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5583'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 KV5583'
 KV5583'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV5583
 KV5583                          STATION RECOVERY (1947)
 KV5583
 KV5583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5583'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5583'ADEQUATE WITH THE FOLLOWING CHANGES--
 KV5583'
 KV5583'1.  CHANGE SMALL-TRUNKED TREE WHICH TO 12-INCH PINE WHICH LEANS
 KV5583'TOWARD THE RIVER AND.
 KV5583'
 KV5583'2.  ADD THE 12-INCH PINE IS ONLY A FEW FEET N OF THE LARGEST
 KV5583'PINE TREE (24-INCH) IN THE AREA.
 KV5583'
 KV5583'3.  ADD REFERENCE MARK 1 IS ALONG THE N EDGE OF A FOOT TRAIL,
 KV5583'AND 5 FEET E OF A 30-INCH TREE.
 KV5583'
 KV5583'4.  ADD REFERENCE MARK 2 IS ALONG THE S EDGE OF THE SAME
 KV5583'FOOT TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0633 ***********************************************************************
 JU0633  DESIGNATION -  BROWNS MILLS 2
 JU0633  PID         -  JU0633
 JU0633  STATE/COUNTY-  NJ/BURLINGTON
 JU0633  USGS QUAD   -  BROWNS MILLS (1997)
 JU0633
 JU0633                         *CURRENT SURVEY CONTROL
 JU0633  ___________________________________________________________________
 JU0633* NAD 83(1986)-  39 56 56.     (N)    074 35 37.     (W)     SCALED    
 JU0633* NAVD 88     -        23.493  (meters)      77.08   (feet)  ADJUSTED  
 JU0633  ___________________________________________________________________
 JU0633  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JU0633  DYNAMIC HT  -          23.483 (meters)      77.04  (feet)  COMP
 JU0633  MODELED GRAV-     980,182.2   (mgal)                       NAVD 88
 JU0633
 JU0633  VERT ORDER  -  SECOND    CLASS 0
 JU0633
 JU0633.The horizontal coordinates were scaled from a topographic map and have
 JU0633.an estimated accuracy of +/- 6 seconds.
 JU0633
 JU0633.The orthometric height was determined by differential leveling
 JU0633.and adjusted by the National Geodetic Survey in June 1991..
 JU0633
 JU0633.The geoid height was determined by GEOID03.
 JU0633
 JU0633.The dynamic height is computed by dividing the NAVD 88
 JU0633.geopotential number by the normal gravity value computed on the
 JU0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0633.degrees latitude (g = 980.6199 gals.).
 JU0633
 JU0633.The modeled gravity was interpolated from observed gravity values.
 JU0633
 JU0633;                    North         East    Units  Estimated Accuracy
 JU0633;SPC NJ       -   123,840.      142,000.      MT  (+/- 180 meters Scaled)
 JU0633
 JU0633                          SUPERSEDED SURVEY CONTROL
 JU0633
 JU0633  NGVD 29 (??/??/??)   23.876  (m)           78.33   (f) ADJUSTED    2 0
 JU0633
 JU0633.Superseded values are not recommended for survey control.
 JU0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0633.See file dsdata.txt to determine how the superseded data were derived.
 JU0633
 JU0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK347221(NAD 83)
 JU0633_MARKER: X = CHISELED CROSS
 JU0633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0633_SP_SET: PROPERTY LINE POST
 JU0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0633
 JU0633  HISTORY     - Date     Condition        Report By
 JU0633  HISTORY     - 1935     MONUMENTED       CGS
 JU0633  HISTORY     - 1935     GOOD             CGS
 JU0633  HISTORY     - 1947     GOOD             CGS
 JU0633  HISTORY     - 19950224 MARK NOT FOUND   NJGS
 JU0633
 JU0633                          STATION DESCRIPTION
 JU0633
 JU0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0633'5.8 MI E FROM PEMBERTON.
 JU0633'5.8 MILES EAST ALONG PENNSYLVANIA RAILROAD FROM THE CITY WATER
 JU0633'TOWER AT PEMBERTON, BURLINGTON COUNTY, ABOUT 100 FEET NORTH OF
 JU0633'MILEPOST 29 ABOUT 50 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 JU0633'AND ON THE TOP OF A PROPERTY-LINE POST.  A CHISELED CROSS.
 JU0633
 JU0633                          STATION RECOVERY (1947)
 JU0633
 JU0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JU0633'RECOVERED IN GOOD CONDITION.
 JU0633
 JU0633                          STATION RECOVERY (1995)
 JU0633
 JU0633'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0633'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0633'SEARCH BY A TWO MAN PARTY.  THE RAILROAD HAS BEEN ABANDONED, THE TRACK
 JU0633'REMOVED AND CONSIDERABLE IMPROVEMENTS MADE TO THE AREA SINCE THE LAST
 JU0633'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4001 ***********************************************************************
 KV4001  DESIGNATION -  BRUSH
 KV4001  PID         -  KV4001
 KV4001  STATE/COUNTY-  NJ/BERGEN
 KV4001  USGS QUAD   -  WEEHAWKEN (1995)
 KV4001
 KV4001                         *CURRENT SURVEY CONTROL
 KV4001  ___________________________________________________________________
 KV4001* NAD 83(1996)-  40 49 57.66374(N)    074 07 13.92178(W)     ADJUSTED  
 KV4001* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4001  ___________________________________________________________________
 KV4001  LAPLACE CORR-           6.40  (seconds)                    DEFLEC99
 KV4001  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV4001
 KV4001  HORZ ORDER  -  THIRD
 KV4001
 KV4001.The horizontal coordinates were established by classical geodetic methods
 KV4001.and adjusted by the National Geodetic Survey in September 1999..
 KV4001
 KV4001.The orthometric height was scaled from a topographic map.
 KV4001
 KV4001.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4001
 KV4001.The geoid height was determined by GEOID03.
 KV4001
 KV4001;                    North         East     Units Scale Factor Converg.
 KV4001;SPC NJ       -   222,037.934   182,003.889   MT  0.99991260   +0 14 53.2
 KV4001;SPC NJ       -   728,469.46    597,124.43   sFT  0.99991260   +0 14 53.2
 KV4001;SPC NY L     -    73,965.843   289,833.317   MT  0.99999495   -0 04 43.8
 KV4001;SPC NY L     -   242,669.60    950,894.81   sFT  0.99999495   -0 04 43.8
 KV4001;UTM  18      - 4,520,555.832   574,151.604   MT  0.99966768   +0 34 30.2
 KV4001
 KV4001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4001!SPC NJ       -   1.00000462  x   0.99991260  =   0.99991722
 KV4001!SPC NY L     -   1.00000462  x   0.99999495  =   0.99999957
 KV4001!UTM  18      -   1.00000462  x   0.99966768  =   0.99967229
 KV4001
 KV4001|---------------------------------------------------------------------|
 KV4001| PID    Reference Object                     Distance      Geod. Az  |
 KV4001|                                                           dddmmss.s |
 KV4001| CB5733 BRUSH RM 1                           11.049 METERS 00305     |
 KV4001| CB5734 BRUSH RM 2                           14.798 METERS 16856     |
 KV4001| KV4002 COAL                                184.920 METERS 17956     |
 KV4001| KV4043 FORD                                APPROX. 1.2 KM 1914646.3 |
 KV4001| KV4027 NECK                                APPROX. 0.5 KM 1942759.2 |
 KV4001| KV3978 BUSH                                271.620 METERS 33601     |
 KV4001|---------------------------------------------------------------------|
 KV4001
 KV4001                          SUPERSEDED SURVEY CONTROL
 KV4001
 KV4001  NAD 83(1996)-  40 49 57.66351(N)    074 07 13.92210(W) AD(       ) 3
 KV4001  NAD 83(1996)-  40 49 57.65991(N)    074 07 13.93041(W) AD(       ) 3
 KV4001  NAD 83(1992)-  40 49 57.65992(N)    074 07 13.93045(W) AD(       ) 3
 KV4001  NAD 83(1986)-  40 49 57.66032(N)    074 07 13.93241(W) AD(       ) 3
 KV4001  NAD 27      -  40 49 57.29600(N)    074 07 15.40800(W) AD(       ) 3
 KV4001
 KV4001.Superseded values are not recommended for survey control.
 KV4001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4001.See file dsdata.txt to determine how the superseded data were derived.
 KV4001
 KV4001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7415220556(NAD 83)
 KV4001_MARKER: DS = TRIANGULATION STATION DISK
 KV4001_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4001_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4001
 KV4001  HISTORY     - Date     Condition        Report By
 KV4001  HISTORY     - 1913     MONUMENTED       CGS
 KV4001  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4001
 KV4001                          STATION DESCRIPTION
 KV4001
 KV4001'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4001'STATION IS ON THE E SHORE OF PASSAIC RIVER, ABOUT 3/4 MILE ABOVE
 KV4001'RUTHERFORD AVENUE BRIDGE AND 5/8 MILE BELOW UNION AVENUE BRIDGE,
 KV4001'AND 160 METERS ABOVE THE DOCK OF THE WILLIAMS FEED AND COAL
 KV4001'COMPANY.  THE BANK HERE IS WOODED AND COVERED WITH UNDERBRUSH.
 KV4001'THE STATION IS A METER FROM HIGH-WATER LINE AND IS MARKED BY A C.
 KV4001'AND G.S. STANDARD BRASS DISK CEMENTED IN THE TOP OF A 4-INCH
 KV4001'TILE PIPE AND SUNK TO THE GROUND LEVEL.
 KV4001'
 KV4001'THE SUBSURFACE MARK IS A BURIED BOTTLE SET IN CONCRETE.
 KV4001'
 KV4001'TWO REFERENCE MARKS, EACH A NAIL IN CONCRETE CONTAINED IN A
 KV4001'4-INCH TILE PIPE, ARE PLACED RESPECTIVELY 36.25 FEET N 11 DEG AND
 KV4001'48.55 FEET S FROM THE STATION.
 KV4001
 KV4001                          STATION RECOVERY (1933)
 KV4001
 KV4001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4001'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5826 ***********************************************************************
 KV5826  DESIGNATION -  BUDDS LAKE 95 MILE TREE LOT
 KV5826  PID         -  KV5826
 KV5826  STATE/COUNTY-  NJ/MORRIS
 KV5826  USGS QUAD   -  TRANQUILITY (1971)
 KV5826
 KV5826                         *CURRENT SURVEY CONTROL
 KV5826  ___________________________________________________________________
 KV5826* NAD 83(1996)-  40 53 42.22050(N)    074 45 01.43797(W)     ADJUSTED  
 KV5826* NAVD 88     -                                                        
 KV5826  ___________________________________________________________________
 KV5826  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 KV5826  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV5826
 KV5826  HORZ ORDER  -  THIRD
 KV5826
 KV5826.The horizontal coordinates were established by classical geodetic methods
 KV5826.and adjusted by the National Geodetic Survey in September 1999..
 KV5826
 KV5826
 KV5826.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5826
 KV5826.The geoid height was determined by GEOID03.
 KV5826
 KV5826;                    North         East     Units Scale Factor Converg.
 KV5826;SPC NJ       -   228,925.161   128,901.319   MT  0.99990548   -0 09 50.2
 KV5826;SPC NJ       -   751,065.30    422,903.74   sFT  0.99990548   -0 09 50.2
 KV5826;UTM  18      - 4,527,137.953   521,025.058   MT  0.99960544   +0 09 48.3
 KV5826
 KV5826                          SUPERSEDED SURVEY CONTROL
 KV5826
 KV5826  NAD 83(1986)-  40 53 42.21966(N)    074 45 01.43947(W) AD(       ) 4
 KV5826  NAD 27      -  40 53 41.86400(N)    074 45 02.84600(W) AD(       ) 3
 KV5826
 KV5826.Superseded values are not recommended for survey control.
 KV5826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5826.See file dsdata.txt to determine how the superseded data were derived.
 KV5826
 KV5826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2102527138(NAD 83)
 KV5826_MARKER: 57 = LOOKOUT TOWER
 KV5826
 KV5826  HISTORY     - Date     Condition        Report By
 KV5826  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV5826
 KV5826                          STATION DESCRIPTION
 KV5826
 KV5826'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV5826'THIS INTERSECTION STATION IS THE 95 MILE TREE LOOKOUT TOWER WHICH
 KV5826'IS ON A HIGH HILL OVERLOOKING THE TOWN OF BUDDS LAKE AND THE
 KV5826'LAKE OF THE SAME NAME.  IT IS A FOUR-LEGGED STEEL STRUCTURE
 KV5826'ABOUT 70 FEET HIGH, OWNED AND OPERATED BY THE NEW JERSEY
 KV5826'CONSERVATION DEPARTMENT.  THE APEX OF THE ROOF WAS THE POINT
 KV5826'OBSERVED UPON.  THIS STATION WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5609 ***********************************************************************
 KV5609  DESIGNATION -  BUR 1912
 KV5609  PID         -  KV5609
 KV5609  STATE/COUNTY-  NJ/BURLINGTON
 KV5609  USGS QUAD   -  BRISTOL (1981)
 KV5609
 KV5609                         *CURRENT SURVEY CONTROL
 KV5609  ___________________________________________________________________
 KV5609* NAD 83(1996)-  40 05 08.69301(N)    074 51 16.60066(W)     ADJUSTED  
 KV5609* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5609  ___________________________________________________________________
 KV5609  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 KV5609  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV5609
 KV5609  HORZ ORDER  -  THIRD
 KV5609
 KV5609.The horizontal coordinates were established by classical geodetic methods
 KV5609.and adjusted by the National Geodetic Survey in September 1999..
 KV5609
 KV5609.The orthometric height was scaled from a topographic map.
 KV5609
 KV5609.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5609
 KV5609.The geoid height was determined by GEOID03.
 KV5609
 KV5609;                    North         East     Units Scale Factor Converg.
 KV5609;SPC NJ       -   139,094.792   119,759.276   MT  0.99991125   -0 13 42.1
 KV5609;SPC NJ       -   456,346.83    392,910.22   sFT  0.99991125   -0 13 42.1
 KV5609;SPC PA S     -    87,591.686   846,889.605   MT  0.99997967   +1 52 42.6
 KV5609;SPC PA S     -   287,373.72  2,778,503.65   sFT  0.99997967   +1 52 42.6
 KV5609;UTM  18      - 4,437,284.612   512,394.801   MT  0.99960189   +0 05 37.0
 KV5609
 KV5609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5609!SPC NJ       -   1.00000473  x   0.99991125  =   0.99991598
 KV5609!SPC PA S     -   1.00000473  x   0.99997967  =   0.99998440
 KV5609!UTM  18      -   1.00000473  x   0.99960189  =   0.99960662
 KV5609
 KV5609                          SUPERSEDED SURVEY CONTROL
 KV5609
 KV5609  NAD 83(1986)-  40 05 08.69232(N)    074 51 16.60141(W) AD(       ) 3
 KV5609  NAD 27      -  40 05 08.29400(N)    074 51 18.00500(W) AD(       ) 3
 KV5609
 KV5609.Superseded values are not recommended for survey control.
 KV5609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5609.See file dsdata.txt to determine how the superseded data were derived.
 KV5609
 KV5609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1239537285(NAD 83)
 KV5609
 KV5609  HISTORY     - Date     Condition        Report By
 KV5609  HISTORY     - 1912     MONUMENTED       CGS
 KV5609  HISTORY     - 1935     GOOD             CGS
 KV5609  HISTORY     - 1947     MARK NOT FOUND   CGS
 KV5609
 KV5609                          STATION DESCRIPTION
 KV5609
 KV5609'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5609'ON THE SW END OF BURLINGTON ISLAND, ON RANGE WITH BURLINGTON
 KV5609'BAPTIST CHURCH AND BURLINGTON STANDPIPE, ABOUT 100 METERS FROM
 KV5609'HIGH WATER LINE AND 70 METERS SW OF SOUTHERNMOST OF A ROW OF
 KV5609'MAPLE TREES, AT INTERSECTION OF CLEARED SIGHT LINES TO STATION
 KV5609'A U.S.E. IN BURLINGTON, AND CANAL CENTER LINE U.S.E. IN BRISTOL.
 KV5609'A STANDARD TABLET IN A TERRA COTTA PIPE SURROUNDED BY CONCRETE,
 KV5609'12 INCHES UNDERGROUND.
 KV5609
 KV5609                          STATION RECOVERY (1947)
 KV5609
 KV5609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5609'STATION NOT RECOVERED AFTER A TWO-HOUR SEARCH.  UNABLE TO
 KV5609'LOCATE CLEARED SIGHT LINES AND A DEFINITE ROW OF MAPLES
 KV5609'MENTIONED IN THE 1935 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3354 ***********************************************************************
 JU3354  DESIGNATION -  BURCHAM
 JU3354  PID         -  JU3354
 JU3354  STATE/COUNTY-  NJ/CUMBERLAND
 JU3354  USGS QUAD   -  DIVIDING CREEK (1986)
 JU3354
 JU3354                         *CURRENT SURVEY CONTROL
 JU3354  ___________________________________________________________________
 JU3354* NAD 83(1996)-  39 20 28.69828(N)    075 00 55.59839(W)     ADJUSTED  
 JU3354* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3354  ___________________________________________________________________
 JU3354  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 JU3354  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JU3354
 JU3354  HORZ ORDER  -  SECOND
 JU3354
 JU3354.The horizontal coordinates were established by classical geodetic methods
 JU3354.and adjusted by the National Geodetic Survey in September 1999..
 JU3354
 JU3354.The orthometric height was scaled from a topographic map.
 JU3354
 JU3354.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3354
 JU3354.The geoid height was determined by GEOID03.
 JU3354
 JU3354;                    North         East     Units Scale Factor Converg.
 JU3354;SPC NJ       -    56,514.635   105,568.573   MT  0.99992430   -0 19 36.4
 JU3354;SPC NJ       -   185,415.10    346,352.89   sFT  0.99992430   -0 19 36.4
 JU3354;SPC DE       -   148,973.256   234,588.763   MT  1.00000972   +0 15 15.7
 JU3354;SPC DE       -   488,756.42    769,646.63   sFT  1.00000972   +0 15 15.7
 JU3354;UTM  18      - 4,354,652.800   498,669.126   MT  0.99960002   -0 00 35.2
 JU3354
 JU3354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3354!SPC NJ       -   1.00000508  x   0.99992430  =   0.99992938
 JU3354!SPC DE       -   1.00000508  x   1.00000972  =   1.00001480
 JU3354!UTM  18      -   1.00000508  x   0.99960002  =   0.99960510
 JU3354
 JU3354:                Primary Azimuth Mark                     Grid Az
 JU3354:SPC NJ       -  BURCHAM AZ MK                            067 55 49.4
 JU3354:SPC DE       -  BURCHAM AZ MK                            067 20 57.3
 JU3354:UTM  18      -  BURCHAM AZ MK                            067 36 48.2
 JU3354
 JU3354|---------------------------------------------------------------------|
 JU3354| PID    Reference Object                     Distance      Geod. Az  |
 JU3354|                                                           dddmmss.s |
 JU3354| CB1309 BURCHAM AZ MK                                      0673613.0 |
 JU3354| CB1310 BURCHAM RM 1                         23.829 METERS 09729     |
 JU3354| CB1312 BURCHAM RM 3                         11.250 METERS 13632     |
 JU3354| CB1311 BURCHAM RM 2                         26.850 METERS 18021     |
 JU3354| JU3355 BURCHAM AZ MK 2                     372.644 METERS 19842     |
 JU3354| CB1313 BURCHAM RM 4                         20.994 METERS 20112     |
 JU3354|---------------------------------------------------------------------|
 JU3354
 JU3354                          SUPERSEDED SURVEY CONTROL
 JU3354
 JU3354  NAD 83(1991)-  39 20 28.68885(N)    075 00 55.59814(W) AD(       ) 2
 JU3354  NAD 83(1986)-  39 20 28.68107(N)    075 00 55.59950(W) AD(       ) 2
 JU3354  NAD 27      -  39 20 28.26800(N)    075 00 56.96700(W) AD(       ) 2
 JU3354
 JU3354.Superseded values are not recommended for survey control.
 JU3354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3354.See file dsdata.txt to determine how the superseded data were derived.
 JU3354
 JU3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9866954653(NAD 83)
 JU3354_MARKER: DS = TRIANGULATION STATION DISK
 JU3354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3354
 JU3354  HISTORY     - Date     Condition        Report By
 JU3354  HISTORY     - 1935     MONUMENTED       CGS
 JU3354  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3354  HISTORY     - 1970     MARK NOT FOUND   NGS
 JU3354  HISTORY     - 1978     GOOD             NGS
 JU3354  HISTORY     - 19950429 POOR             USPSQD
 JU3354
 JU3354                          STATION DESCRIPTION
 JU3354
 JU3354'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU3354'THE STATION IS LOCATED 4 MILES SOUTH OF MILLVILLE, AT BURCHAMS
 JU3354'BRICK YARD, BETWEEN A WHARF AND A BRICK KILN, 17 PACES
 JU3354'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A BRICK KILN, 8 PACES
 JU3354'EAST OF THE BANK OF THE MAURICE RIVER, 5 PACES SOUTH OF A FILL TO
 JU3354'A WHARF, 5 PACES NORTHWEST OF THE CENTERLINE OF A CINDER ROAD.
 JU3354'THE MARK PROJECTS 2 INCHES AND IS STAMPED BURCHAM 1935.
 JU3354'
 JU3354'TO REACH STATION FROM THE CORNER OF MAIN AND SECOND STREETS.
 JU3354'GO SOUTHWARD ON SECOND STREET (STATE HIGHWAY 49) FOR 3.7 MILE TO
 JU3354'A T-ROAD RIGHT (A WHITE FRAME HOUSE WITH A NUMBER OF TREES IN
 JU3354'FRONT YARD IS IN THE SOUTHWEST ANGLE), HERE TURN RIGHT ON A NARROW
 JU3354'ROAD FOR 0.5 MILE TO BURCHAMS BRICK YARD AND STATION.
 JU3354'
 JU3354'REFERENCE MARK NO. 1 IS 23.829 METERS (78.19 FEET) EAST-SOUTHEAST
 JU3354'OF THE STATION, AT THE WEST EDGE OF PILE OF BROKEN BRICKS, 14 PACES
 JU3354'NORTH OF THE NORTHEAST CORNER OF A BRICK KILN.  THE MARK PROJECTS
 JU3354'4 INCHES AND IS STAMPED BURCHAM NO 1 1935.
 JU3354'
 JU3354'REFERENCE MARK NO. 2 IS 26.850 METERS (88.10 FEET) SOUTH-SOUTHEAST
 JU3354'OF THE STATION, 5 PACES SOUTHWEST OF THE SOUTHWEST EDGE OF A KILN.
 JU3354'AND 2 PACES WEST-SOUTHWEST OF THE CENTERLINE OF A CINDER ROAD.  THE
 JU3354'MARK PROJECTS 4 INCHES AND IS STAMPED BURCHAM NO 2 1935.
 JU3354'
 JU3354'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE EAST-NORTHEAST OF THE
 JU3354'STATION, APPROXIMATELY IN LINE WITH THE STATION AND A WHITE SILO.
 JU3354'ABOUT 150 YARDS SOUTH OF THE MAIN ROAD, 2 PACES EAST OF THE
 JU3354'CENTERLINE OF A FARM ROAD, 2 FEET SOUTHWEST OF THE SOUTH GATE POST
 JU3354'(GATE WITH THREE RED BARS) 1 FOOT WEST OF A DOUBLE 3-STRAND.
 JU3354'BARBED-WIRE FENCE LINE.  THE MARK IS FLUSH WITH THE SURFACE OF
 JU3354'THE GROUND AND IS STAMPED BURCHAM 1935.
 JU3354'
 JU3354'DISTANCE BETWEEN THE REFERENCE MARKS COULD NOT BE MEASURED
 JU3354'BECAUSE A BRICK KILN WAS ON LINE.
 JU3354'
 JU3354'A 20-FOOT STAND WILL CLEAR TANKS AND SMOKE STACKS IN MILLVILLE.
 JU3354'
 JU3354'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 JU3354
 JU3354                          STATION RECOVERY (1946)
 JU3354
 JU3354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3354'THE ORIGINAL DESCRIPTION FOR THIS STATION IS INADEQUATE.  AN HOURS
 JU3354'SEARCH WAS MADE FOR THIS STATION BY TWO MEN, BUT IT WAS NOT
 JU3354'FOUND.  THE DISTANCES ARE IN PACES INSTEAD OF METERS OR FEET.
 JU3354'THERE IS A GROWTH OF UNDERBRUSH AND TALL GRASS IN THIS AREA.
 JU3354'HOWEVER, IT IS BELIEVED THAT THE STATION STILL EXISTS, SINCE
 JU3354'THE GROUND IS VERY FIRM AT THIS POINT.
 JU3354
 JU3354                          STATION RECOVERY (1970)
 JU3354
 JU3354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU3354'LOST.  THE STATION AND ITS REFERENCE MARKS WERE NOT FOUND AFTER A
 JU3354'THOROUGH SEARCH.  THE AREA HAS BEEN LEVELED WITH A BULLDOZER AND ALL
 JU3354'MARKS ARE BELIEVED TO BE DESTROYED OR COVERED.
 JU3354'
 JU3354'THIS STATION WAS NOT FOUND IN 1946.
 JU3354'
 JU3354'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3354'4 MILES SOUTH OF MILLVILLE.
 JU3354
 JU3354                          STATION RECOVERY (1978)
 JU3354
 JU3354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 JU3354'EDM DISTANCES, NO OTHER OBJECTS V.G.
 JU3354'
 JU3354'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  BOTH
 JU3354'REFERENCE MARKS APPEARED TO HAVE BEEN DESTROYED.  THE AZIMUTH MARK
 JU3354'WAS NOT FOUND.  IT IS BELIEVED THE AZIMUTH MARK STILL REMAINS
 JU3354'INTACT, BUT OBSTRUCTED FROM THE STATION AND IN THICK BRUSH.  TWO NEW
 JU3354'REFERENCE MARKS AND A NEW AZIMUTH MARK WAS SET.
 JU3354'
 JU3354'A COMPLETE NEW DESCRIPTION FOLLOWS.
 JU3354'
 JU3354'THE STATION IS LOCATED 4 MILES SOUTH OF MILLVILLE, 4 MILES NORTH
 JU3354'OF BUCKSHUTEM, AND ON THE SOUTHEAST BANK OF THE MAURICE RIVER.  THE
 JU3354'PROPERTY IS OWNED BY THE BURCHAM ESTATE.
 JU3354'
 JU3354'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 47 AND 49
 JU3354'(MAIN STREET AND SECOND STREET), IN MILLVILLE, GO SOUTH ON STATE
 JU3354'HIGHWAY 47 FOR 3.75 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT, GO
 JU3354'WEST ON A BLADED ROAD FOR 0.5 MILE TO A POINT WHERE THE ROAD CURVES
 JU3354'SOUTH AND THE STATION ON THE RIGHT.
 JU3354'
 JU3354'THE STATION MARK IS A STANDARD DISK STAMPED BURCHAM 1935, SET IN THE
 JU3354'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 JU3354'SURFACE.  IT IS 177 FEET NORTHWEST OF A POWERLINE POLE NUMBERED
 JU3354'643-10 B30306, 143 FEET NORTHWEST OF THE OUTSIDE CURVE IN THE ROAD.
 JU3354'32.6 FEET NORTH OF A 12-INCH CEDAR TREE, 25 FEET SOUTHEAST OF
 JU3354'THE SHORE LINE, 25 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN
 JU3354'OLD BOAT LANDING AND 1.9 FEET SOUTHEAST OF A WITNESS POST.
 JU3354'
 JU3354'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BURCHAM 1935 NO 3 1978
 JU3354'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 JU3354'WITH THE SURFACE.  IT IS 167 FEET SOUTHWEST OF THE POWERLINE POLE
 JU3354'NUMBERED 643-10 B30306, 121 FEET SOUTHWEST OF THE CENTER OF THE
 JU3354'ROAD, 58 FEET NORTHEAST OF THE SHORELINE, 10.5 FEET EAST OF THE
 JU3354'CEDAR TREE AND 1.5 FEET SOUTHWEST OF THE WITNESS POST.
 JU3354'
 JU3354'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BURCHAM 1935 NO 4 1978
 JU3354'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 JU3354'1-INCH.  IT IS 229 FEET SOUTHWEST OF THE POWERLINE POLE NUMBERED
 JU3354'643-10 B30306, 183 FEET NORTHWEST OF THE CENTER OF THE ROAD, 51.5
 JU3354'FEET SOUTHWEST OF THE CEDAR TREE, 13 FEET NORTHEAST OF THE
 JU3354'SHORELINE AND 1.8 FEET NORTH WEST OF THE WITNESS POST.
 JU3354'
 JU3354'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BURCHAM 1935 AZ 2 1978
 JU3354'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 JU3354'4-INCHES.  IT IS 39 FEET SOUTHEAST OF THE FIELD ENTRANCE, 28 FEET
 JU3354'EAST OF THE CENTER OF THE DIKE AND 2.1 FEET EAST OF A WITNESS
 JU3354'POST.
 JU3354'
 JU3354'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A DIRT ROAD
 JU3354'ON THE TOP OF A DIKE FOR 0.25 MILE TO A POINT WHERE THE ROAD AND
 JU3354'DIKE CURVES SOUTH-SOUTHEAST.  TURN LEFT AND GO SOUTH-SOUTHEAST ON
 JU3354'THE ROAD FOR 0.15 MILE TO A FIELD ENTRANCE ON THE LEFT AND THE
 JU3354'MARKER ON THE LEFT.
 JU3354'
 JU3354'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH OF
 JU3354'MILLVILLE.
 JU3354
 JU3354                          STATION RECOVERY (1995)
 JU3354
 JU3354'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU3354'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3243 ***********************************************************************
 JU3243  DESIGNATION -  BURDEN 1843
 JU3243  PID         -  JU3243
 JU3243  STATE/COUNTY-  NJ/SALEM
 JU3243  USGS QUAD   -  SALEM (1995)
 JU3243
 JU3243                         *CURRENT SURVEY CONTROL
 JU3243  ___________________________________________________________________
 JU3243* NAD 83(1996)-  39 31 48.92434(N)    075 22 51.68991(W)     ADJUSTED  
 JU3243* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 JU3243  ___________________________________________________________________
 JU3243  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 JU3243  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JU3243
 JU3243  HORZ ORDER  -  FIRST
 JU3243
 JU3243.The horizontal coordinates were established by classical geodetic methods
 JU3243.and adjusted by the National Geodetic Survey in September 1999..
 JU3243
 JU3243.The orthometric height was scaled from a topographic map.
 JU3243
 JU3243.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3243
 JU3243.The geoid height was determined by GEOID03.
 JU3243
 JU3243;                    North         East     Units Scale Factor Converg.
 JU3243;SPC NJ       -    77,734.628    74,259.898   MT  0.99997061   -0 33 38.8
 JU3243;SPC NJ       -   255,034.36    243,634.35   sFT  0.99997061   -0 33 38.8
 JU3243;SPC DE       -   169,875.119   203,064.319   MT  0.99999512   +0 01 21.7
 JU3243;SPC DE       -   557,331.95    666,220.19   sFT  0.99999512   +0 01 21.7
 JU3243;UTM  18      - 4,375,691.734   467,254.011   MT  0.99961320   -0 14 33.1
 JU3243
 JU3243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3243!SPC NJ       -   0.99999889  x   0.99997061  =   0.99996950
 JU3243!SPC DE       -   0.99999889  x   0.99999512  =   0.99999401
 JU3243!UTM  18      -   0.99999889  x   0.99961320  =   0.99961209
 JU3243
 JU3243:                Primary Azimuth Mark                     Grid Az
 JU3243:SPC NJ       -  BETHEL 1839                              345 39 58.1
 JU3243:SPC DE       -  BETHEL 1839                              345 04 57.6
 JU3243:UTM  18      -  BETHEL 1839                              345 20 52.4
 JU3243
 JU3243|---------------------------------------------------------------------|
 JU3243| PID    Reference Object                     Distance      Geod. Az  |
 JU3243|                                                           dddmmss.s |
 JU3243| JU3319 BETHEL 1839                         APPROX.36.3 KM 3450619.3 |
 JU3243|---------------------------------------------------------------------|
 JU3243
 JU3243                          SUPERSEDED SURVEY CONTROL
 JU3243
 JU3243  NAD 83(1991)-  39 31 48.92367(N)    075 22 51.68837(W) AD(       ) 1
 JU3243  NAD 83(1986)-  39 31 48.91842(N)    075 22 51.69249(W) AD(       ) 1
 JU3243  NAD 27      -  39 31 48.53600(N)    075 22 53.02800(W) AD(       ) 1
 JU3243
 JU3243.Superseded values are not recommended for survey control.
 JU3243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3243.See file dsdata.txt to determine how the superseded data were derived.
 JU3243
 JU3243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6725475692(NAD 83)
 JU3243
 JU3243  HISTORY     - Date     Condition        Report By
 JU3243  HISTORY     - 1843     MONUMENTED       CGS
 JU3243  HISTORY     - 1891     SEE DESCRIPTION  CGS
 JU3243
 JU3243                          STATION DESCRIPTION
 JU3243
 JU3243'DESCRIBED BY COAST AND GEODETIC SURVEY 1891 (EAB)
 JU3243'ON THE HILL OF THAT NAME, FORMERLY CALLED TURNIP HILL ABOUT
 JU3243'2-1/4 MILES SE OF QUINTON BRIDGE OVER ALLOWAY CREEK, AND 2-1/4
 JU3243'MILES SW BY S OF VILLAGE OF ALLOWAY.  THE STATION IS ABOUT 150
 JU3243'METERS SW OF THE ROAD FROM QUINTON TO PECKS CORNER AND ABOUT
 JU3243'100 METERS E OF A BRANCH ROAD LEADING TO BERRY CHAPEL.  THE
 JU3243'ORIGINAL MARK, A BURIED CONE WAS GONE IN 1891, BUT THE HOLE
 JU3243'WAS FOUND AND ITS POSITION VERIFIED BY MEANS OF OLD REFERENCE
 JU3243'MARKS.  A WHITE CEDAR STAKE, WITH NAIL IN TOP WAS SET TO MARK
 JU3243'THE POINT, AND MEASUREMENTS TO SUCH REFERENCE MARKS AS
 JU3243'REMAINED WERE VERIFIED AS FOLLOWS--NO. 1 - AN OLD STUMP, 25
 JU3243'FEET S BY W OF THE STATION.  NO. 2 - AN OLD STUMP, 64 FEET NE
 JU3243'BY N OF THE STATION.  NO. 3 - AN OLD STAKE, 5.25 FEET WSW OF
 JU3243'THE STATION.  NO. 4 - AN OLD STAKE, 11.4 FEET NW BY
 JU3243'W OF THE STATION.  NO. 5 - AN OLD STAKE, 7.4 FEET ENE
 JU3243'OF THE STATION.  THERE IS A NAIL IN THE TOP OF EACH STAKE AND NO.
 JU3243'4 IS SET IN A HOLE FILLED WITH ASHES.
 JU3243'
 JU3243'A GRANITE MONUMENT WAS FOUND IN 1932-33.  THIS IS CONSIDERED
 JU3243'BURDEN 2.  SEE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3244 ***********************************************************************
 JU3244  DESIGNATION -  BURDEN 2
 JU3244  PID         -  JU3244
 JU3244  STATE/COUNTY-  NJ/SALEM
 JU3244  USGS QUAD   -  SALEM (1995)
 JU3244
 JU3244                         *CURRENT SURVEY CONTROL
 JU3244  ___________________________________________________________________
 JU3244* NAD 83(1996)-  39 31 48.92834(N)    075 22 51.70250(W)     ADJUSTED  
 JU3244* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 JU3244  ___________________________________________________________________
 JU3244  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 JU3244  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JU3244
 JU3244  HORZ ORDER  -  FIRST
 JU3244
 JU3244.The horizontal coordinates were established by classical geodetic methods
 JU3244.and adjusted by the National Geodetic Survey in September 1999..
 JU3244
 JU3244.The orthometric height was scaled from a topographic map.
 JU3244
 JU3244.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3244
 JU3244.The geoid height was determined by GEOID03.
 JU3244
 JU3244;                    North         East     Units Scale Factor Converg.
 JU3244;SPC NJ       -    77,734.754    74,259.598   MT  0.99997061   -0 33 38.8
 JU3244;SPC NJ       -   255,034.77    243,633.36   sFT  0.99997061   -0 33 38.8
 JU3244;SPC DE       -   169,875.242   203,064.018   MT  0.99999512   +0 01 21.7
 JU3244;SPC DE       -   557,332.36    666,219.20   sFT  0.99999512   +0 01 21.7
 JU3244;UTM  18      - 4,375,691.858   467,253.711   MT  0.99961320   -0 14 33.1
 JU3244
 JU3244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3244!SPC NJ       -   0.99999889  x   0.99997061  =   0.99996950
 JU3244!SPC DE       -   0.99999889  x   0.99999512  =   0.99999401
 JU3244!UTM  18      -   0.99999889  x   0.99961320  =   0.99961209
 JU3244
 JU3244|---------------------------------------------------------------------|
 JU3244| PID    Reference Object                     Distance      Geod. Az  |
 JU3244|                                                           dddmmss.s |
 JU3244| CB1314 BURDEN 2 RM 1                        27.935 METERS 11924     |
 JU3244| JU2258 BURDEN RM 2                          23.081 METERS 22243     |
 JU3244| JU2259 BURDEN 3                             16.376 METERS 26116     |
 JU3244| JU3793 LISTON REAR RANGE LIGHT             APPROX.22.3 KM 2681357.9 |
 JU3244| JU3792 CARROW                              APPROX.21.5 KM 2685408.2 |
 JU3244| JU3782 REEDY PT CANAL S BREAKWATER LT      APPROX.15.9 KM 2820955.6 |
 JU3244| JU3791 REEDY PT CANAL N BREAKWATER LT      APPROX.16.0 KM 2830021.9 |
 JU3244| JU3837 WASHINGTON NY AWY BCN 64            APPROX.34.1 KM 2904419.4 |
 JU3244| JU3780 SALEM RIVER FRONT RANGE LIGHT       APPROX.12.6 KM 2911020.0 |
 JU3244| JU3789 PEA PATCH ISLAND LIGHT              APPROX.17.2 KM 2930040.2 |
 JU3244| JU3778 SALEM RIVER REAR RANGE LIGHT        APPROX.12.5 KM 2951142.0 |
 JU3244| JU3766 FINNS POINT REAR RANGE LIGHT        APPROX.16.3 KM 3061922.0 |
 JU3244| JU3720 NEW CASTLE AIRPORT AWY BCN 65       APPROX.23.2 KM 3095708.9 |
 JU3244| JU2257 BURDEN 3 RM 3                        13.198 METERS 31108     |
 JU3244|---------------------------------------------------------------------|
 JU3244
 JU3244                          SUPERSEDED SURVEY CONTROL
 JU3244
 JU3244  NAD 83(1991)-  39 31 48.92774(N)    075 22 51.70251(W) AD(       ) 1
 JU3244  NAD 83(1986)-  39 31 48.91839(N)    075 22 51.71270(W) AD(       ) 1
 JU3244  NAD 27      -  39 31 48.51700(N)    075 22 53.01400(W) AD(       ) 1
 JU3244
 JU3244.Superseded values are not recommended for survey control.
 JU3244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3244.See file dsdata.txt to determine how the superseded data were derived.
 JU3244
 JU3244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6725475692(NAD 83)
 JU3244_MARKER: DS = TRIANGULATION STATION DISK
 JU3244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3244_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3244
 JU3244  HISTORY     - Date     Condition        Report By
 JU3244  HISTORY     - 1933     MONUMENTED       CGS
 JU3244  HISTORY     - 1965     GOOD             CGS
 JU3244  HISTORY     - 1973     GOOD             NGS
 JU3244
 JU3244                          STATION DESCRIPTION
 JU3244
 JU3244'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3244'THIS STATION IS ON THE SUMMIT OF WHAT IS LOCALLY KNOWN AS BURDEN
 JU3244'HILL, ABOUT 5.5 MILES SE OF SALEM.  AND 9 MILES SW OF
 JU3244'WOODSTOWN.  THE PROPERTY IS OWNED BY DR. NATHANIEL HIRES,
 JU3244'MR. CHARLES HIRES, MR. ABNER HIRES, AND MRS. MARY HIRES
 JU3244'SPENCER.  THE STATION IS ABOUT 0.15 MILE S OF ROUTE 49, ON THE
 JU3244'TOP OF THE HILL, WHICH IS COVERED BY A HEAVY GROWTH OF OAKS.  IT
 JU3244'IS BESIDE A WOOD ROAD LEADING OVER THE TOP OF THE HILL, 13.5
 JU3244'FEET ESE OF TRIANGLE BLAZED SMALL TRIPLE OAK.  20 FEET SW OF AN
 JU3244'8-INCH TRIANGLE BLAZED OAK.  AND 18 FEET N OF A 5-INCH
 JU3244'TRIANGLE BLAZED OAK.  THE STATION WAS RE-MARKED BY
 JU3244'BUILDING UP AROUND THE OLD MARK WHICH WAS A 6-INCH BY 6-INCH
 JU3244'GRANITE MONUMENT.  THE MARK PROJECTS 10 INCHES.  (NOW
 JU3244'STANDARD DISK)
 JU3244'
 JU3244'REFERENCE MARK NO.1 IS SE OF THE STATION.  75 FEET ESE OF
 JU3244'THE 5-INCH BLAZED OAK.  AND 90 FEET SSE OF THE 8-INCH BLAZED
 JU3244'OAK.  THE MARK PROJECTS 5 INCHES.  IT WAS SET IN 1933 ACCORDING
 JU3244'
 JU3244'REFERENCE MARK NO.2 IS SW OF THE STATION.  73 FEET SW OF THE
 JU3244'TRIPLE OAK.  73 FEET WSW OF THE 5-INCH BLAZED OAK.  AND 18 FEET
 JU3244'N OF THREE CLOSELY GROUPED 6-INCH OAKS.  IT WAS SET IN 1933
 JU3244'
 JU3244'TO REACH FROM SALEM, GO SE ON ROUTE 49, 5.3 MILES (1.9 MILES
 JU3244'PAST QUINTON) TO THE W SLOPE OF BURDEN HILL.  HERE TURN BACK
 JU3244'SHARP RIGHT AROUND THE E END OF THE GUARD RAIL FENCE (TRIANGLE
 JU3244'BLAZE ON A LARGE OAK) ON A WOOD ROAD.  FOLLOW THIS ROAD ABOUT
 JU3244'0.25 MILE TO THE SUMMIT OF THE HILL AND THE STATION.  A 90-FOOT
 JU3244'TOWER WAS USED.
 JU3244
 JU3244                          STATION RECOVERY (1965)
 JU3244
 JU3244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 JU3244'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 JU3244'IN GOOD CONDITION.  THE NEW YORK TELEPHONE COMPANY REQUESTED THAT
 JU3244'THE STATION AND REFERENCE MARK NO. 1 BE MOVED BECAUSE OF THE
 JU3244'CONSTRUCTION OF A RELAY TOWER, SO STATION BURDEN 3 AND REFERENCE
 JU3244'MARK NO. 3 WERE ESTABLISHED AND STATION BURDEN 2 AND REFERENCE
 JU3244'MARK NO. 1 WERE THEN DESTROYED.  THE DISTANCE TO REFERENCE MARKS 1
 JU3244'AND 2 WERE CHECKED AND FOUND TO BE CORRECT AND THE DIRECTION
 JU3244'BETWEEN THE TWO MARKS WAS CHECKED AND FOUND TO BE CORRECT.
 JU3244'
 JU3244'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3244'5-1/2 MILES SOUTHEAST OF SALEM.
 JU3244
 JU3244                          STATION RECOVERY (1973)
 JU3244
 JU3244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 JU3244'THE DISTANCE TO BURDEN 3 IS 16.379 METERS, 53.74 FEET W.
 JU3244'THE DISTANCE TO BURDEN 2 RM 2 IS 23.081 METERS, 75.73 FEET SW.
 JU3244'
 JU3244'THE STATION SURFACE DISK WHICH WAS SET IN 1933 WAS
 JU3244'DESTROYED.  REFERENCE MARK TWO WAS RECOVERED AND FOUND IN GOOD
 JU3244'CONDITION.  AFTER A SEARCH WAS MADE THE 6 BY 6 GRANITE BLOCK,
 JU3244'WHICH WAS DESCRIBED IN THE 1933 DESCRIPTION, WAS RECOVERED 2 FEET
 JU3244'BELOW THE SURFACE.  THERE WAS NO CENTER POINT MARKED ON THE
 JU3244'GRANITE BLOCK, THEREFORE THE EXACT POINT COULD NOT BE DETERMINED.
 JU3244'THERE WAS A NEW TRIANGULATION STATION BURDEN 3 1965 ESTABLISHED
 JU3244'NEAR THIS STATION.  (SEE DESCRIPTION THEREOF) THIS STATION
 JU3244'WAS NOT OCCUPIED AT THIS DATE NOR WAS IT RE-MARKED, REASON
 JU3244'FOR THIS WAS, AS FOLLOWS.  THERE WAS NOT SUFFICIENT ANGLES OR
 JU3244'DISTANCES TO DETERMINE THE EXACT OLD POINT AND THERE WAS
 JU3244'THE NEW TRIANGULATION WHICH WAS ESTABLISHED.
 JU3244'
 JU3244'A NEW DESCRIPTION OF THIS POINT FOLLOWS IN CASE IT MAY BE OF
 JU3244'USE IN THE FUTURE.
 JU3244'
 JU3244'THE POINT IS LOCATED ABOUT 9 AIRLINE MILES SOUTHWEST OF WOODSTOWN,
 JU3244'ABOUT 5-1/2 MILES SOUTHEAST OF SALEM AND ON WHAT IS LOCALLY KNOWN
 JU3244'AS BURDEN HILL.  IT IS JUST NORTHWEST OF A NEWLY CONSTRUCTED
 JU3244'A.T. AND T. RELAY TOWER.  THE PROPERTY IS OWNED BY THE A.T. AND
 JU3244'T. CO.
 JU3244'
 JU3244'TO REACH THE STATION FROM THE POST OFFICE IN SALEM, GO SOUTHERLY
 JU3244'ON STATE HIGHWAY 5.7 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 JU3244'GO NORTHWEST UPHILL ON A PAVED ROAD FOR 0.2 MILE TO THE NORTHWEST
 JU3244'SIDE OF THE RELAY TOWER AND THE STATION SITE.
 JU3244'
 JU3244'THE STATION IS THE GRANITE BLOCK WHICH IS APPROXIMATE 6 BY 6
 JU3244'INCHES SQUARE AT THE TOP AND THE HEIGHT OF IT IS UNKNOWN.  THE
 JU3244'GRANITE BLOCK HAS NO CENTER POINT NOR IS THERE ANY CARVINGS ON
 JU3244'IT.  IT IS 2 FEET BELOW THE SURFACE OF THE GROUND, 92.5 FEET NORTH
 JU3244'OF THE SOUTHWEST CORNER OF A WIRE FENCE SURROUNDING THE RELAY
 JU3244'TOWER, 31.6 FEET NORTH OF THE NORTHWEST CORNER, 54 FEET EAST OF
 JU3244'THE WITNESS POST WHICH IS NEAR TRIANGULATION STATION BURDEN 3 1965
 JU3244'AND 17 FEET NORTHWEST OF THE NORTHEAST EDGE OF THE FENCE
 JU3244'SURROUNDING THE RELAY TOWER.
 JU3244'
 JU3244'ALL OTHER MARKS ARE DESCRIBED IN THE DESCRIPTION FOR
 JU3244'TRIANGULATION STATION BURDEN 3 1965.
 JU3244'
 JU3244'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3244'5-1/2 SOUTHEAST OF SALEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2259 ***********************************************************************
 JU2259  DESIGNATION -  BURDEN 3
 JU2259  PID         -  JU2259
 JU2259  STATE/COUNTY-  NJ/SALEM
 JU2259  USGS QUAD   -  SALEM (1995)
 JU2259
 JU2259                         *CURRENT SURVEY CONTROL
 JU2259  ___________________________________________________________________
 JU2259* NAD 83(1996)-  39 31 48.84773(N)    075 22 52.38027(W)     ADJUSTED  
 JU2259* NAVD 88     -        40.013  (meters)     131.28   (feet)  ADJUSTED  
 JU2259  ___________________________________________________________________
 JU2259  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 JU2259  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JU2259  DYNAMIC HT  -          39.993 (meters)     131.21  (feet)  COMP
 JU2259  MODELED GRAV-     980,112.5   (mgal)                       NAVD 88
 JU2259
 JU2259  HORZ ORDER  -  FIRST
 JU2259  VERT ORDER  -  FIRST     CLASS II
 JU2259
 JU2259.The horizontal coordinates were established by classical geodetic methods
 JU2259.and adjusted by the National Geodetic Survey in September 1999..
 JU2259
 JU2259.The orthometric height was determined by differential leveling
 JU2259.and adjusted by the National Geodetic Survey in June 1991..
 JU2259
 JU2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2259
 JU2259.The geoid height was determined by GEOID03.
 JU2259
 JU2259.The dynamic height is computed by dividing the NAVD 88
 JU2259.geopotential number by the normal gravity value computed on the
 JU2259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2259.degrees latitude (g = 980.6199 gals.).
 JU2259
 JU2259.The modeled gravity was interpolated from observed gravity values.
 JU2259
 JU2259;                    North         East     Units Scale Factor Converg.
 JU2259;SPC NJ       -    77,732.427    74,243.389   MT  0.99997064   -0 33 39.3
 JU2259;SPC NJ       -   255,027.14    243,580.19   sFT  0.99997064   -0 33 39.3
 JU2259;UTM  18      - 4,375,689.442   467,237.520   MT  0.99961322   -0 14 33.5
 JU2259
 JU2259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2259!SPC NJ       -   0.99999900  x   0.99997064  =   0.99996964
 JU2259!UTM  18      -   0.99999900  x   0.99961322  =   0.99961222
 JU2259
 JU2259|---------------------------------------------------------------------|
 JU2259| PID    Reference Object                     Distance      Geod. Az  |
 JU2259|                                                           dddmmss.s |
 JU2259| JU2257 BURDEN 3 RM 3                        12.789 METERS 02915     |
 JU2259| JU2255 BURDEN 3 RM 4                                      0575841.4 |
 JU2259| JU3244 BURDEN 2                             16.376 METERS 08116     |
 JU2259| JU3255 QUINTON ATT MICROWAVE                34.771 METERS 09242     |
 JU2259| JU2258 BURDEN RM 2                          14.486 METERS 17752     |
 JU2259|---------------------------------------------------------------------|
 JU2259
 JU2259                          SUPERSEDED SURVEY CONTROL
 JU2259
 JU2259  NAD 83(1991)-  39 31 48.84715(N)    075 22 52.38018(W) AD(       ) 1
 JU2259  NAD 83(1986)-  39 31 48.83777(N)    075 22 52.39055(W) AD(       ) 1
 JU2259  NAD 27      -  39 31 48.43688(N)    075 22 53.69174(W) AD(       ) 1
 JU2259  NGVD 29 (01/10/92)   40.304  (m)          132.23   (f) ADJUSTED    1 2
 JU2259
 JU2259.Superseded values are not recommended for survey control.
 JU2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2259.See file dsdata.txt to determine how the superseded data were derived.
 JU2259
 JU2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6723875689(NAD 83)
 JU2259_MARKER: DS = TRIANGULATION STATION DISK
 JU2259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2259_SP_SET: CONCRETE POST
 JU2259_STAMPING: BURDEN 3 1965
 JU2259_PROJECTION: PROJECTING 3 CENTIMETERS
 JU2259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2259+STABILITY: SURFACE MOTION
 JU2259
 JU2259  HISTORY     - Date     Condition        Report By
 JU2259  HISTORY     - 1965     MONUMENTED       CGS
 JU2259  HISTORY     - 1973     GOOD             NGS
 JU2259  HISTORY     - 1977     GOOD             NGS
 JU2259  HISTORY     - 1979     GOOD             NGS
 JU2259  HISTORY     - 19961228 MARK NOT FOUND   USPSQD
 JU2259
 JU2259                          STATION DESCRIPTION
 JU2259
 JU2259'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCB)
 JU2259'STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF WOODSTOWN AND ABOUT
 JU2259'5-1/2 MILES SOUTHEAST OF SALEM ON THE SUMMIT OF BURDEN HILL.  A
 JU2259'TELEPHONE RELAY TOWER IS BE CONSTRUCTED ON THIS HILL IN THE NEAR
 JU2259'FUTURE.  STATION WILL BE TO THE WEST OF RELAY TOWER.  STATION
 JU2259'IS 28 FEET SOUTH OF A TWIN OAK TREE, 6 FEET NORTH OF A 12 INCH
 JU2259'OAK TREE AND 0.8 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK
 JU2259'IS A STANDARD DISK SET FLUSH IN A CONCRETE MONUMENT ABOUT
 JU2259'10 INCHES IN DIAMETER, PROJECTS ABOUT 3 INCHES AND THE DISK IS
 JU2259'STAMPED BURDEN 3 1965.
 JU2259'
 JU2259'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 49
 JU2259'IN SALEM GO SOUTHEAST ON STATE HIGHWAY 49 5.3 MILES TO WOODS
 JU2259'ROAD RIGHT ON THE NORTHWEST SLOPE OF BURDEN HILL.  TURN RIGHT
 JU2259'AND FOLLOW WOODS ROAD ABOUT 0.2 MILE TO TOP OF HILL AND STATION
 JU2259'AS DESCRIBED.  THIS ROAD WILL PRESUMABLY BE IMPROVED WHEN THE
 JU2259'RELAY TOWER IS CONSTRUCTED.
 JU2259'
 JU2259'REFERENCE MARK NO. 2 IS 48 FEET SOUTH OF STEEL WITNESS POST
 JU2259'AND 42 FEET SOUTH OF A 12 INCH OAK TREE.  THE MARK IS A STANDARD
 JU2259'DISK SET FLUSH IN A 12 X 12 INCH CONCRETE MONUMENT, PROJECTS
 JU2259'ABOUT 4 INCHES AND THE DISK IS STAMPED BURDEN NO 2 1933.
 JU2259'
 JU2259'REFERENCE MARK NO. 3 IS 14.5 FEET NORTHWEST OF A TWIN OAK
 JU2259'TREE.  THE MARK IS A STANDARD DISK SET FLUSH IN A CONCRETE
 JU2259'MONUMENT ABOUT 10 INCHES IN DIAMETER, PROJECTS ABOUT 3 INCHES
 JU2259'AND THE DISK IS STAMPED BURDEN 3 NO 3 1965.
 JU2259
 JU2259                          STATION RECOVERY (1973)
 JU2259
 JU2259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 JU2259'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 JU2259'CONDITION.  OLD TRIANGULATION STATION BURDEN 2 WAS ALSO RECOVERED
 JU2259'IN THE SAME LOCATION AS PREVIOUSLY DESCRIBED.  THERE WAS NO
 JU2259'AZIMUTH MARK FOR THIS STATION SET IN 1965.  A NEW REFERENCE MARK
 JU2259'4 WAS ESTABLISHED AT THIS DATE AND A POLARIS AZIMUTH OBSERVED.
 JU2259'
 JU2259'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU2259'
 JU2259'THE STATION IS LOCATED ABOUT 9 AIRLINE MILES SOUTHWEST OF
 JU2259'WOODSTOWN AND ABOUT 5-1/2 AIRLINE MILES SOUTHEAST OF SALEM.  IT
 JU2259'IS JUST WEST OF A LARGE A.T. AND T. RELAY TOWER.  THE PROPERTY
 JU2259'IS OWNED BY A.T. AND T. COMPANY.
 JU2259'
 JU2259'TO REACH FROM POST OFFICE IN SALEM, GO SOUTHEAST ON STATE
 JU2259'HIGHWAY 49 FOR 5.7 MILES TO A PAVED ROAD ON THE RIGHT AND THE
 JU2259'AZIMUTH MARK ABOUT 100 FEET TO THE SOUTHEAST.  TURN RIGHT AND
 JU2259'GO NORTHWEST ON A PAVED ROAD FOR 0.2 MILE TO THE WEST SIDE OF
 JU2259'THE LARGE A.T. AND T. TOWER AND THE STATION.
 JU2259'
 JU2259'THE STATION MARK IS A STANDARD DISK STAMPED BURDEN 3 1965, SET
 JU2259'IN THE 12-INCH ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 JU2259'IS 73 FEET NORTH OF THE NORTHWEST FENCE CORNER SURROUNDING THE
 JU2259'A.T. AND T. TOWER AND 0.8 FOOT SOUTH OF A WITNESS POST.
 JU2259'
 JU2259'REFERENCE MARK TWO IS A STANDARD DISK STAMPED BURDEN NO 2 1843
 JU2259'1933, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 JU2259'PROJECTS 4 INCHES.  IT IS 48 FEET SOUTH OF THE WITNESS
 JU2259'POST.
 JU2259'
 JU2259'REFERENCE MARK THREE IS A STANDARD DISK STAMPED BURDEN 3 NO 3
 JU2259'1965, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 JU2259'PROJECTS 4 INCHES.  IT IS 42 FEET WEST OF THE NORTHEAST FENCE
 JU2259'CORNER AND 41.2 FEET NORTHEAST OF THE WITNESS POST.
 JU2259'
 JU2259'REFERENCE MARK FOUR IS A STANDARD DISK STAMPED BURDEN 3 1965
 JU2259'NO 4 1973, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JU2259'WHICH PROJECTS 2-INCHES.  IT IS 25 FEET NORTHEAST OF THE CENTER
 JU2259'OF STATE HIGHWAY 49, 12 FEET NORTHWEST OF A POWERLINE POLE,
 JU2259'10 FEET SOUTH OF A WOVEN WIRE FENCE CORNER, 2 FEET SOUTHWEST
 JU2259'OF A WOVEN WIRE FENCE AND 1 FOOT NORTH OF A WITNESS POST.
 JU2259'
 JU2259'BURDEN 2 IS A 6-INCH SQUARE GRANITE SLAB 2 FEET BELOW THE
 JU2259'SURFACE.  THERE IS NO CENTER HOLE IN THE SLAB NOR IS THERE ANY
 JU2259'TRACE OF CARVING.  IT IS 92.5 FEET NORTH OF THE SOUTHWEST
 JU2259'CORNER OF THE FENCE SURROUNDING THE A.T. AND T. TOWER, 31.6 FEET
 JU2259'NORTH OF THE NORTHWEST CORNER, 54 FEET EAST OF THE WITNESS POST
 JU2259'AND 17 FEET NORTHWEST OF THE NORTHEAST EDGE OF THE FENCE.
 JU2259'
 JU2259'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2259'5-1/2 MILES SOUTHEAST OF SALEM.
 JU2259
 JU2259                          STATION RECOVERY (1977)
 JU2259
 JU2259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 JU2259'THE STATION MARK, REFERENCE MARKS 2, 3, AND 4 WERE RECOVERED IN
 JU2259'GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE
 JU2259'MARKS CHECKED.  REFERENCE MARK 4 IS NOT VISIBLE FROM THE GROUND
 JU2259'AT THIS TIME.  BURDEN 2 AND REFERENCE MARK 1 WERE SEARCHED FOR
 JU2259'BUT NOT RECOVERED.
 JU2259'
 JU2259'DUE TO CHANGES A COMPLETE DESCRIPTION FOLLOWS.
 JU2259'
 JU2259'THE STATION IS ABOUT 9 MILES SOUTHWEST OF WOODSTOWN, 5-1/2 MILES
 JU2259'SOUTHEAST OF SALEM, 2 MILES EAST OF QUINTON, ON THE SUMMIT OF
 JU2259'BURDEN HILL AND JUST WEST OF A LARGE AT AND T MICROWAVE TOWER.
 JU2259'
 JU2259'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 49
 JU2259'AND 45 IN SALEM GO SOUTHEAST ON STATE HIGHWAY 49 FOR 3.8 MILES
 JU2259'TO BENCH MARK 6096 ON THE LEFT.  CONTINUE EAST ON HIGHWAY 49 FOR
 JU2259'1.5 MILES TO REFERENCE MARK 4 ON THE LEFT AND A SIDE ROAD
 JU2259'RIGHT.  TURN RIGHT AND GO SOUTH ON A HARD SURFACE ROAD FOR 0.1
 JU2259'MILE TO A GATE.  CONTINUE THRU GATE PASSING TO THE EAST SIDE
 JU2259'OF THE MICROWAVE BUILDING FOR 0.05 MILE TO A PARKING LOT.  TURN
 JU2259'RIGHT AND GO WEST FOR ABOUT 100 FEET TO A GATE.  CONTINUE THRU
 JU2259'GATE GOING WEST AND NORTH TO THE SUMMIT OF THE HILL AND THE
 JU2259'STATION.
 JU2259'
 JU2259'STATION MARK, STAMPED BURDEN 3 1965, IS A STANDARD DISK SET IN
 JU2259'THE TOP OF A 12-INCH CONCRETE POST THAT PROJECTS 4 INCHES.  IT
 JU2259'IS 73 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A FENCE, 6 FEET
 JU2259'NORTH OF A 20-INCH OAK TREE AND 0.8 FEET SOUTH OF A METAL
 JU2259'WITNESS POST.
 JU2259'
 JU2259'REFERENCE MARK 2, STAMPED BURDEN NO 2 1843 1933, IS A STANDARD
 JU2259'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS
 JU2259'4 INCHES.  IT IS 109 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 JU2259'THE FENCE, 48 FEET SOUTH OF THE METAL WITNESS POST AND 42 FEET
 JU2259'SOUTH OF THE 20-INCH OAK TREE.
 JU2259'
 JU2259'REFERENCE MARK 3, STAMPED BURDEN 3 NO 3 1965, IS A STANDARD
 JU2259'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS
 JU2259'4 INCHES.  IT IS 48 FEET NORTHEAST OF THE 20-INCH OAK TREE,
 JU2259'42 FEET WEST OF THE NORTHWEST CORNER OF THE FENCE AND 41.2 FEET
 JU2259'NORTHEAST OF THE METAL WITNESS POST.
 JU2259'
 JU2259'REFERENCE MARK 4, STAMPED BURDEN 3 NO 4 1965 1973, IS A STANDARD
 JU2259'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS
 JU2259'FLUSH WITH THE GROUND SURFACE.  IT IS 25 FEET NORTHEAST OF THE
 JU2259'CENTERLINE OF HIGHWAY 49, 12 FEET NORTHWEST OF POWERLINE POLE
 JU2259'NUMBER 496, 2 FEET SOUTHWEST OF A CHAINLINK FENCE AND 1 FOOT
 JU2259'NORTHWEST OF A METAL WITNESS POST.
 JU2259'
 JU2259'BENCH MARK 6096, STAMPED PT 6096, IS A NEW JERSEY DEPARTMENT
 JU2259'OF CONSERVATION AND DEVELOPMENT GEODETIC SURVEY BENCH MARK DISK
 JU2259'CEMENTED IN A DRILL HOLE IN A CONCRETE CULVERT THAT PROJECTS
 JU2259'6 INCHES.  IT IS 27.8 FEET NORTHWEST OF TELEPHONE POLE NUMBER
 JU2259'563, 21 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 49, 20 FEET
 JU2259'NORTHWEST OF THE CENTER OF A DRIVEWAY AND 8.3 FEET SOUTHWEST OF
 JU2259'THE CENTER OF A WATERMAIN COVER.  (DESCRIBED)
 JU2259'
 JU2259'HEIGHT OF LIGHT ABOVE STATION MARK 50 FEET.
 JU2259'
 JU2259'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2259'2 MILES EAST OF QUINTON.
 JU2259
 JU2259                          STATION RECOVERY (1979)
 JU2259
 JU2259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU2259'2.1 MI SE FROM QUINTON.
 JU2259'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 49 FROM THE MUNICIPAL
 JU2259'TOWNSHIP BUILDING IN QUINTON, THENCE 0.1 MILE SOUTH ALONG PAVED ROAD
 JU2259'LEADING TO THE AMERICAN TELEPHONE AND TELEGRAPH COMPANY BUILDING,
 JU2259'THENCE 0.05 MILE NORTHWEST UPHILL TO THE TOP OF A KNOLL, DIRECTLY
 JU2259'(BEHIND) WEST OF A MICRO-WAVE TOWER, 96 FEET WEST-SOUTHWEST OF THE
 JU2259'NORTHWEST CORNER OF A 6 FOOT HIGHWAY CHAIN LINK FENCE AROUND TOWER,
 JU2259'119.7 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE FENCE, 6.5 FEET
 JU2259'EAST-NORTHEAST OF A TRIANGULAR BLAZED OAK TREE, 42 FEET SOUTHWEST
 JU2259'OF RM NO. 3, 48 FEET NORTH-NORTHEAST OF RM NO. 2.
 JU2259'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 JU2259'THE MARK IS ABOVE LEVEL WITH GROUND.
 JU2259
 JU2259                          STATION RECOVERY (1996)
 JU2259
 JU2259'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2257 ***********************************************************************
 JU2257  DESIGNATION -  BURDEN 3 RM 3
 JU2257  PID         -  JU2257
 JU2257  STATE/COUNTY-  NJ/SALEM
 JU2257  USGS QUAD   -  SALEM (1995)
 JU2257
 JU2257                         *CURRENT SURVEY CONTROL
 JU2257  ___________________________________________________________________
 JU2257* NAD 83(1986)-  39 31 49.     (N)    075 22 52.     (W)     SCALED    
 JU2257* NAVD 88     -        39.793  (meters)     130.55   (feet)  ADJUSTED  
 JU2257  ___________________________________________________________________
 JU2257  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JU2257  DYNAMIC HT  -          39.772 (meters)     130.49  (feet)  COMP
 JU2257  MODELED GRAV-     980,112.5   (mgal)                       NAVD 88
 JU2257
 JU2257  VERT ORDER  -  FIRST     CLASS II
 JU2257
 JU2257.The horizontal coordinates were scaled from a topographic map and have
 JU2257.an estimated accuracy of +/- 6 seconds.
 JU2257
 JU2257.The orthometric height was determined by differential leveling
 JU2257.and adjusted by the National Geodetic Survey in June 1991..
 JU2257
 JU2257.The geoid height was determined by GEOID03.
 JU2257
 JU2257.The dynamic height is computed by dividing the NAVD 88
 JU2257.geopotential number by the normal gravity value computed on the
 JU2257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2257.degrees latitude (g = 980.6199 gals.).
 JU2257
 JU2257.The modeled gravity was interpolated from observed gravity values.
 JU2257
 JU2257;                    North         East    Units  Estimated Accuracy
 JU2257;SPC NJ       -    77,740.       74,250.      MT  (+/- 180 meters Scaled)
 JU2257
 JU2257                          SUPERSEDED SURVEY CONTROL
 JU2257
 JU2257  NGVD 29 (01/10/92)   40.083  (m)          131.51   (f) ADJUSTED    1 2
 JU2257
 JU2257.Superseded values are not recommended for survey control.
 JU2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2257.See file dsdata.txt to determine how the superseded data were derived.
 JU2257
 JU2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ672756(NAD 83)
 JU2257_MARKER: DR = REFERENCE MARK DISK
 JU2257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2257_SP_SET: CONCRETE POST
 JU2257_STAMPING: BURDEN 3 NO 3 1965
 JU2257_PROJECTION: PROJECTING 3 CENTIMETERS
 JU2257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2257+STABILITY: SURFACE MOTION
 JU2257
 JU2257  HISTORY     - Date     Condition        Report By
 JU2257  HISTORY     - 1965     MONUMENTED       CGS
 JU2257  HISTORY     - 1979     GOOD             NGS
 JU2257
 JU2257                          STATION DESCRIPTION
 JU2257
 JU2257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2257'2.1 MI SE FROM QUINTON.
 JU2257'(TO REACH SAME AS STATION BURDEN 3), 42 FEET WEST OF THE NORTHWEST
 JU2257'CORNER OF A 6 FOOT HIGH CHAIN LINK FENCE AROUND TOWER, 42 FEET
 JU2257'NORTHEAST OF STATION BURDEN 3.
 JU2257'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 JU2257'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2255 ***********************************************************************
 JU2255  DESIGNATION -  BURDEN 3 RM 4
 JU2255  PID         -  JU2255
 JU2255  STATE/COUNTY-  NJ/SALEM
 JU2255  USGS QUAD   -  SALEM (1995)
 JU2255
 JU2255                         *CURRENT SURVEY CONTROL
 JU2255  ___________________________________________________________________
 JU2255* NAD 83(1986)-  39 31 52.     (N)    075 22 48.     (W)     SCALED    
 JU2255* NAVD 88     -        34.626  (meters)     113.60   (feet)  ADJUSTED  
 JU2255  ___________________________________________________________________
 JU2255  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JU2255  DYNAMIC HT  -          34.608 (meters)     113.54  (feet)  COMP
 JU2255  MODELED GRAV-     980,112.6   (mgal)                       NAVD 88
 JU2255
 JU2255  VERT ORDER  -  FIRST     CLASS II
 JU2255
 JU2255.The horizontal coordinates were scaled from a topographic map and have
 JU2255.an estimated accuracy of +/- 6 seconds.
 JU2255
 JU2255.The orthometric height was determined by differential leveling
 JU2255.and adjusted by the National Geodetic Survey in June 1991..
 JU2255
 JU2255.The geoid height was determined by GEOID03.
 JU2255
 JU2255.The dynamic height is computed by dividing the NAVD 88
 JU2255.geopotential number by the normal gravity value computed on the
 JU2255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2255.degrees latitude (g = 980.6199 gals.).
 JU2255
 JU2255.The modeled gravity was interpolated from observed gravity values.
 JU2255
 JU2255;                    North         East    Units  Estimated Accuracy
 JU2255;SPC NJ       -    77,830.       74,350.      MT  (+/- 180 meters Scaled)
 JU2255
 JU2255                          SUPERSEDED SURVEY CONTROL
 JU2255
 JU2255  NGVD 29 (01/10/92)   34.916  (m)          114.55   (f) ADJUSTED    1 2
 JU2255
 JU2255.Superseded values are not recommended for survey control.
 JU2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2255.See file dsdata.txt to determine how the superseded data were derived.
 JU2255
 JU2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ673757(NAD 83)
 JU2255_MARKER: DB = BENCH MARK DISK
 JU2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2255_SP_SET: CONCRETE POST
 JU2255_STAMPING: BURDEN 3 1965 NO 4 1973
 JU2255_PROJECTION: PROJECTING 8 CENTIMETERS
 JU2255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2255+STABILITY: SURFACE MOTION
 JU2255
 JU2255  HISTORY     - Date     Condition        Report By
 JU2255  HISTORY     - 1973     MONUMENTED       NGS
 JU2255  HISTORY     - 1979     GOOD             NGS
 JU2255
 JU2255                          STATION DESCRIPTION
 JU2255
 JU2255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2255'2.0 MI SE FROM QUINTON.
 JU2255'2.0 MILES SOUTHEAST ALONG STATE ROUTE 49 FROM THE MUNICIPAL TOWNSHIP
 JU2255'BUILDING IN QUINTON TO THE MARK ON THE LEFT, AT THE NORTHWEST CORNER
 JU2255'POST OF A 7 FOOT CHAIN LINK FENCE AROUND VINELAND TRANSIT MIX
 JU2255'CONCRETE CO. INC. 26.2 FEET NORTHEAST OF THE CENTER LINE OF ROUTE 49,
 JU2255'13.5 FEET NORTHWEST OF POWER POLE 496, 10 FEET SOUTHEAST OF THE
 JU2255'NORTHWEST CORNER POST OF THE CHAIN LINK FENCE.
 JU2255'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 JU2255'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2258 ***********************************************************************
 JU2258  DESIGNATION -  BURDEN RM 2
 JU2258  PID         -  JU2258
 JU2258  STATE/COUNTY-  NJ/SALEM
 JU2258  USGS QUAD   -  SALEM (1995)
 JU2258
 JU2258                         *CURRENT SURVEY CONTROL
 JU2258  ___________________________________________________________________
 JU2258* NAD 83(1986)-  39 31 49.     (N)    075 22 52.     (W)     SCALED    
 JU2258* NAVD 88     -        39.784  (meters)     130.52   (feet)  ADJUSTED  
 JU2258  ___________________________________________________________________
 JU2258  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JU2258  DYNAMIC HT  -          39.763 (meters)     130.46  (feet)  COMP
 JU2258  MODELED GRAV-     980,112.5   (mgal)                       NAVD 88
 JU2258
 JU2258  VERT ORDER  -  FIRST     CLASS II
 JU2258
 JU2258.The horizontal coordinates were scaled from a topographic map and have
 JU2258.an estimated accuracy of +/- 6 seconds.
 JU2258
 JU2258.The orthometric height was determined by differential leveling
 JU2258.and adjusted by the National Geodetic Survey in June 1991..
 JU2258
 JU2258.The geoid height was determined by GEOID03.
 JU2258
 JU2258.The dynamic height is computed by dividing the NAVD 88
 JU2258.geopotential number by the normal gravity value computed on the
 JU2258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2258.degrees latitude (g = 980.6199 gals.).
 JU2258
 JU2258.The modeled gravity was interpolated from observed gravity values.
 JU2258
 JU2258;                    North         East    Units  Estimated Accuracy
 JU2258;SPC NJ       -    77,740.       74,250.      MT  (+/- 180 meters Scaled)
 JU2258
 JU2258                          SUPERSEDED SURVEY CONTROL
 JU2258
 JU2258  NGVD 29 (01/10/92)   40.074  (m)          131.48   (f) ADJUSTED    1 2
 JU2258
 JU2258.Superseded values are not recommended for survey control.
 JU2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2258.See file dsdata.txt to determine how the superseded data were derived.
 JU2258
 JU2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ672756(NAD 83)
 JU2258_MARKER: DR = REFERENCE MARK DISK
 JU2258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2258_SP_SET: CONCRETE POST
 JU2258_STAMPING: BURDEN NO 2 1843 1933
 JU2258_PROJECTION: PROJECTING 3 CENTIMETERS
 JU2258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2258+STABILITY: SURFACE MOTION
 JU2258
 JU2258  HISTORY     - Date     Condition        Report By
 JU2258  HISTORY     - 1933     MONUMENTED       CGS
 JU2258  HISTORY     - 1979     GOOD             NGS
 JU2258
 JU2258                          STATION DESCRIPTION
 JU2258
 JU2258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2258'2.1 MI SE FROM QUINTON.
 JU2258'(TO REACH SAME AS STATION BURDEN 3), 96 FEET NORTHWEST OF THE
 JU2258'SUTHWEST CORNER OF THE CHAIN LINK FENCE AROUND THE TOWER, 48 FEET
 JU2258'SOUTH-SOUTHWEST OF STATION BURDEN 3.
 JU2258'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 JU2258'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6379 ***********************************************************************
 KV6379  DESIGNATION -  BURL
 KV6379  PID         -  KV6379
 KV6379  STATE/COUNTY-  NJ/BURLINGTON
 KV6379  USGS QUAD   -  BRISTOL (1981)
 KV6379
 KV6379                         *CURRENT SURVEY CONTROL
 KV6379  ___________________________________________________________________
 KV6379* NAD 83(1996)-  40 04 55.30053(N)    074 51 33.63365(W)     ADJUSTED  
 KV6379* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6379  ___________________________________________________________________
 KV6379  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 KV6379  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV6379
 KV6379  HORZ ORDER  -  THIRD
 KV6379
 KV6379.The horizontal coordinates were established by classical geodetic methods
 KV6379.and adjusted by the National Geodetic Survey in September 1999..
 KV6379
 KV6379.The orthometric height was scaled from a topographic map.
 KV6379
 KV6379.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6379
 KV6379.The geoid height was determined by GEOID03.
 KV6379
 KV6379;                    North         East     Units Scale Factor Converg.
 KV6379;SPC NJ       -   138,683.381   119,354.122   MT  0.99991156   -0 13 53.0
 KV6379;SPC NJ       -   454,997.06    391,580.98   sFT  0.99991156   -0 13 53.0
 KV6379;SPC PA S     -    87,165.630   846,499.822   MT  0.99998008   +1 52 31.6
 KV6379;SPC PA S     -   285,975.90  2,777,224.83   sFT  0.99998008   +1 52 31.6
 KV6379;UTM  18      - 4,436,871.059   511,992.090   MT  0.99960177   +0 05 26.0
 KV6379
 KV6379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6379!SPC NJ       -   1.00000505  x   0.99991156  =   0.99991661
 KV6379!SPC PA S     -   1.00000505  x   0.99998008  =   0.99998513
 KV6379!UTM  18      -   1.00000505  x   0.99960177  =   0.99960682
 KV6379
 KV6379                          SUPERSEDED SURVEY CONTROL
 KV6379
 KV6379  NAD 83(1986)-  40 04 55.29915(N)    074 51 33.63556(W) AD(       ) 3
 KV6379
 KV6379.Superseded values are not recommended for survey control.
 KV6379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6379.See file dsdata.txt to determine how the superseded data were derived.
 KV6379
 KV6379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1199236871(NAD 83)
 KV6379_MARKER: DD = SURVEY DISK
 KV6379_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV6379_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KV6379_STAMPING: BURL 1977
 KV6379_MARK LOGO: USE   
 KV6379_PROJECTION: FLUSH
 KV6379_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6379+SATELLITE: SATELLITE OBSERVATIONS - 1977
 KV6379_ROD/PIPE-DEPTH: 1    meters
 KV6379
 KV6379  HISTORY     - Date     Condition        Report By
 KV6379  HISTORY     - 1977     MONUMENTED       USE
 KV6379
 KV6379                          STATION DESCRIPTION
 KV6379
 KV6379'DESCRIBED BY US ENGINEERS 1977
 KV6379'THE STATION IS LOCATED ON THE S SIDE OF THE DELAWARE RIVER 0.2 MI SW
 KV6379'OF THE SW POINT OF BURLINGTON ISLAND.
 KV6379'TO REACH STATION PROCEED TO THE FOOT OF HIGH STREET IN BURLINGTON, NJ.
 KV6379'STATION MARK IS A STANDARD CE DISK ATTACHED TO A PIPE AND SET FLUSH
 KV6379'WITH THE GROUND.  STATION IS APPROXIMATELY 185 FT UPSTREAM FROM THE
 KV6379'CENTER OF FIVE FLAGPOLES, THE CENTER FLAGPOLE BEING ON THE CENTERLINE
 KV6379'OF HIGH STREET.  IT IS NEAR THE SW CORNER OF THE FIRST GARDEN PLOT
 KV6379'UPSTREAM OF THE CENTERLINE OF HIGH STREET.  IT IS LOCATED 20.39 M
 KV6379'(66.9 FT) E OF THE INSHORE UPSTREAM EDGE OF THE SECOND LIGHT POLE
 KV6379'UPSTREAM OF HIGH STREET, 16.8 M (55.1 FT) NW OF THE DOWNSTREAM FACE OF
 KV6379'A LIGHT POLE, 4.08 M (13.4 FT) NE OF THE OUTSHORE FACE OF A LIGHTPOLE,
 KV6379'AND 1.83 M (6.0 FT) SW OF THE OUTER FACE OF THE STEEL BULKHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9762 ***********************************************************************
 AI9762  DESIGNATION -  BURLINGTON 1
 AI9762  PID         -  AI9762
 AI9762  STATE/COUNTY-  NJ/BURLINGTON
 AI9762  USGS QUAD   -  BEVERLY (1973)
 AI9762
 AI9762                         *CURRENT SURVEY CONTROL
 AI9762  ___________________________________________________________________
 AI9762* NAD 83(1986)-  40 04 27.     (N)    074 52 41.     (W)     SCALED    
 AI9762* NAVD 88     -         2.894  (meters)       9.49   (feet)  ADJUSTED  
 AI9762  ___________________________________________________________________
 AI9762  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 AI9762  DYNAMIC HT  -           2.893 (meters)       9.49  (feet)  COMP
 AI9762  MODELED GRAV-     980,192.1   (mgal)                       NAVD 88
 AI9762
 AI9762  VERT ORDER  -  FIRST     CLASS II
 AI9762
 AI9762.The horizontal coordinates were scaled from a topographic map and have
 AI9762.an estimated accuracy of +/- 6 seconds.
 AI9762
 AI9762.The orthometric height was determined by differential leveling
 AI9762.and adjusted by the National Geodetic Survey in March 2001..
 AI9762.No vertical observational check was made to the station.
 AI9762
 AI9762.The geoid height was determined by GEOID03.
 AI9762
 AI9762.The dynamic height is computed by dividing the NAVD 88
 AI9762.geopotential number by the normal gravity value computed on the
 AI9762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9762.degrees latitude (g = 980.6199 gals.).
 AI9762
 AI9762.The modeled gravity was interpolated from observed gravity values.
 AI9762
 AI9762;                    North         East    Units  Estimated Accuracy
 AI9762;SPC NJ       -   137,820.      117,760.      MT  (+/- 180 meters Scaled)
 AI9762
 AI9762                          SUPERSEDED SURVEY CONTROL
 AI9762
 AI9762.No superseded survey control is available for this station.
 AI9762
 AI9762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK103359(NAD 83)
 AI9762_MARKER: DD = SURVEY DISK
 AI9762_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AI9762_SP_SET: ELECTRIC TOWER BASE
 AI9762_STAMPING: BURLINGTON 1
 AI9762_MARK LOGO: PSEG  
 AI9762_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI9762+STABILITY: POSITION/ELEVATION WELL
 AI9762_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9762+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1998
 AI9762
 AI9762  HISTORY     - Date     Condition        Report By
 AI9762  HISTORY     - 1989     MONUMENTED       PSEG
 AI9762  HISTORY     - 19980526 GOOD             NJGS
 AI9762
 AI9762                          STATION DESCRIPTION
 AI9762
 AI9762'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 AI9762'THE STATION IS LOCATED IN THE CITY OF BURLINGTON ON THE GROUNDS OF THE
 AI9762'PUBLIC SERVICE ELECTRIC AND GAS COMPANY BURLINGTON GENERATING STATION.
 AI9762'TO REACH THE STATION FROM THE TOLL BOOTHS ON THE NEW JERSEY SIDE OF
 AI9762'THE BURLINGTON BRISTOL BRIDGE, CARRYING STATE ROUTE 413, ALSO KNOWN AS
 AI9762'KEIM BOULEVARD, OVER THE DELAWARE RIVER, GO SOUTH ON KEIM BOULEVARD
 AI9762'FOR 0.1 MI (0.2 KM) TO THE JUNCTION WITH WEST BROAD STREET ON THE
 AI9762'RIGHT.  TURN RIGHT AND GO WEST ON WEST BROAD STREET FOR 0.5 MI (0.8
 AI9762'KM) TO THE PAVED ENTRANCE ROAD LEADING TO THE BURLINGTON GENERATING
 AI9762'STATION ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE PAVED ENTRANCE
 AI9762'ROAD FOR ABOUT 50 M (164.0 FT) TO THE STATION ON THE LEFT, SET FLUSH
 AI9762'IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE NORTH LEG OF THE
 AI9762'NORTHERN MOST OF FOUR TALL STEEL LATTICE ELECTRIC TRANSMISSION LINE
 AI9762'TOWERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5593 ***********************************************************************
 KV5593  DESIGNATION -  BURLINGTON BRISTOL BRID S PIER
 KV5593  PID         -  KV5593
 KV5593  STATE/COUNTY-  NJ/BURLINGTON
 KV5593  USGS QUAD   -  BRISTOL (1981)
 KV5593
 KV5593                         *CURRENT SURVEY CONTROL
 KV5593  ___________________________________________________________________
 KV5593* NAD 83(1996)-  40 04 49.22834(N)    074 52 08.77705(W)     ADJUSTED  
 KV5593* NAVD 88     -                                                        
 KV5593  ___________________________________________________________________
 KV5593  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 KV5593  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV5593
 KV5593  HORZ ORDER  -  THIRD
 KV5593
 KV5593.The horizontal coordinates were established by classical geodetic methods
 KV5593.and adjusted by the National Geodetic Survey in September 1999..
 KV5593
 KV5593
 KV5593.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5593
 KV5593.The geoid height was determined by GEOID03.
 KV5593
 KV5593;                    North         East     Units Scale Factor Converg.
 KV5593;SPC NJ       -   138,499.520   118,520.804   MT  0.99991219   -0 14 15.6
 KV5593;SPC NJ       -   454,393.84    388,847.00   sFT  0.99991219   -0 14 15.6
 KV5593;SPC PA S     -    86,951.244   845,673.771   MT  0.99998027   +1 52 08.8
 KV5593;SPC PA S     -   285,272.54  2,774,514.70   sFT  0.99998027   +1 52 08.8
 KV5593;UTM  18      - 4,436,682.577   511,160.076   MT  0.99960153   +0 05 03.4
 KV5593
 KV5593                          SUPERSEDED SURVEY CONTROL
 KV5593
 KV5593  NAD 83(1986)-  40 04 49.22686(N)    074 52 08.77850(W) AD(       ) 4
 KV5593  NAD 27      -  40 04 48.82900(N)    074 52 10.17900(W) AD(       ) 3
 KV5593
 KV5593.Superseded values are not recommended for survey control.
 KV5593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5593.See file dsdata.txt to determine how the superseded data were derived.
 KV5593
 KV5593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1116036683(NAD 83)
 KV5593_MARKER: 55 = TOWER
 KV5593
 KV5593  HISTORY     - Date     Condition        Report By
 KV5593  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5593  HISTORY     - 1947     GOOD             CGS
 KV5593  HISTORY     - 1976     GOOD             NGS
 KV5593  HISTORY     - 19940617 GOOD             USPSQD
 KV5593
 KV5593                          STATION DESCRIPTION
 KV5593
 KV5593'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5593'STATION RECOVERED IN GOOD CONDITION.
 KV5593'
 KV5593'A COMPLETE NEW DESCRIPTION FOLLOWS--
 KV5593'
 KV5593'STATION IS LIGHT ATOP THE DOWNSTREAM END OF THE SOUTH BRIDGE TOWER.
 KV5593
 KV5593                          STATION RECOVERY (1976)
 KV5593
 KV5593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5593'THERE IS A LIGHT IN THE INDICATED POSITION.  THE STATION WAS
 KV5593'RECOVERED AND THE ORIGINAL DESCRIPTION IS ADEQUATE.
 KV5593
 KV5593                          STATION RECOVERY (1994)
 KV5593
 KV5593'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV5593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4029 ***********************************************************************
 JU4029  DESIGNATION -  BURLINGTON CBL 0
 JU4029  PID         -  JU4029
 JU4029  STATE/COUNTY-  NJ/BURLINGTON
 JU4029  USGS QUAD   -  MOUNT HOLLY (1981)
 JU4029
 JU4029                         *CURRENT SURVEY CONTROL
 JU4029  ___________________________________________________________________
 JU4029* NAD 83(1996)-  39 56 41.09767(N)    074 50 24.19831(W)     ADJUSTED  
 JU4029* NAVD 88     -        15.8    (meters)      52.     (feet)  GPS OBS   
 JU4029  ___________________________________________________________________
 JU4029  X           -   1,280,541.126 (meters)                     COMP
 JU4029  Y           -  -4,726,230.573 (meters)                     COMP
 JU4029  Z           -   4,073,273.357 (meters)                     COMP
 JU4029  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 JU4029  ELLIP HEIGHT-         -16.91  (meters)          (10/23/02) GPS OBS
 JU4029  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JU4029
 JU4029  HORZ ORDER  -  FIRST
 JU4029  ELLP ORDER  -  FOURTH    CLASS I
 JU4029
 JU4029.This mark is at South Jersey Regional Airport (7MY)
 JU4029
 JU4029.The horizontal coordinates were established by GPS observations
 JU4029.and adjusted by the National Geodetic Survey in May 1999..
 JU4029
 JU4029.The orthometric height was determined by GPS observations and a
 JU4029.high-resolution geoid model.
 JU4029
 JU4029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4029
 JU4029.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4029
 JU4029.The ellipsoidal height was determined by GPS observations
 JU4029.and is referenced to NAD 83.
 JU4029
 JU4029.The geoid height was determined by GEOID03.
 JU4029
 JU4029;                    North         East     Units Scale Factor Converg.
 JU4029;SPC NJ       -   123,435.682   120,940.870   MT  0.99991039   -0 13 06.0
 JU4029;SPC NJ       -   404,971.90    396,786.84   sFT  0.99991039   -0 13 06.0
 JU4029;UTM  18      - 4,421,637.212   513,663.850   MT  0.99960230   +0 06 09.7
 JU4029
 JU4029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4029!SPC NJ       -   1.00000265  x   0.99991039  =   0.99991304
 JU4029!UTM  18      -   1.00000265  x   0.99960230  =   0.99960495
 JU4029
 JU4029:                Primary Azimuth Mark                     Grid Az
 JU4029:SPC NJ       -  BURLINGTON CBL 400                       249 39 56.3
 JU4029:UTM  18      -  BURLINGTON CBL 400                       249 20 40.6
 JU4029
 JU4029|---------------------------------------------------------------------|
 JU4029| PID    Reference Object                     Distance      Geod. Az  |
 JU4029|                                                           dddmmss.s |
 JU4029| AB8756 BURLINGTON CBL 400                  400.008 METERS 2492650.3 |
 JU4029| JU4030 BURLINGTON CBL 1000                 APPROX. 1.0 KM 2492647.4 |
 JU4029|---------------------------------------------------------------------|
 JU4029
 JU4029                          SUPERSEDED SURVEY CONTROL
 JU4029
 JU4029  NAD 83(1992)-  39 56 41.09698(N)    074 50 24.19818(W) AD(       ) 1
 JU4029  ELLIP H (12/16/96)  -16.95   (m)                       GP(       ) 2 1
 JU4029  NAD 83(1986)-  39 56 41.09083(N)    074 50 24.19696(W) AD(       ) 2
 JU4029  NAD 27      -  39 56 40.68638(N)    074 50 25.61608(W) AD(       ) 2
 JU4029  NGVD 29 (08/10/88)   16.3    (m)           53.     (f) GPS OBS        
 JU4029
 JU4029.Superseded values are not recommended for survey control.
 JU4029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4029.See file dsdata.txt to determine how the superseded data were derived.
 JU4029
 JU4029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1366421637(NAD 83)
 JU4029_MARKER: DQ = CALIBRATION BASE LINE DISK
 JU4029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU4029_STAMPING: 0 1979
 JU4029_MARK LOGO: NGS   
 JU4029_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4029+STABILITY: SURFACE MOTION
 JU4029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4029+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1995
 JU4029
 JU4029  HISTORY     - Date     Condition        Report By
 JU4029  HISTORY     - 1979     MONUMENTED       NJDT
 JU4029  HISTORY     - 19800102 GOOD             NGS
 JU4029  HISTORY     - 19871024 GOOD
 JU4029  HISTORY     - 19930622 GOOD             NGS
 JU4029  HISTORY     - 19940812 GOOD             USPSQD
 JU4029  HISTORY     - 19951206 GOOD             TWT
 JU4029
 JU4029                          STATION DESCRIPTION
 JU4029
 JU4029'DESCRIBED BY NJ DEPT OF TRANSP 1979 (UNK)
 JU4029'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 JU4029'SOUTHWEST OF THE TOWN OF LUMBERTON,
 JU4029'4.3 KM (2.7 MI) EAST OF MT. LAUREL, 4.7 KM (2.9 MI) NORTH-NORTHWEST
 JU4029'OF MEDFORD, WITHIN THE BOUNDARY OF THE MOUNT HOLLY AIRPORT.
 JU4029'OWNERSHIP--TRAVELERS AIRE, INC., RT 1, BOX 363, MEDFORD, NEW JERSEY
 JU4029'08055.  MANAGER--MR. LARRY TOKASH.
 JU4029'
 JU4029'TO REACH THE STATION FROM THE POST OFFICE IN LUMBERTON, BURLINGTON
 JU4029'COUNTY, NEW JERSEY,  GO SOUTHWEST FOR 4.18 KM (2.6 MI) ON COUNTY
 JU4029'ROAD 541 TO A CROSSROADS AT FOSTERTOWN ROAD.
 JU4029'TURN RIGHT AND GO NORTHWEST FOR 0.40 KM (0.25 MI) ON FOSTERTOWN
 JU4029'ROAD TO A SIDE ROAD LEFT NAMED MT. LAUREL/EAYRESTOWN ROAD.
 JU4029'TURN LEFT AND GO SOUTHWEST FOR 1.93 KM (1.20 MI) ON MT.
 JU4029'LAUREL/EAYRESTOWN ROAD TO THE ENTRANCE OF THE BURLINGTON COUNTY
 JU4029'(MOUNT HOLLY) AIRPORT AND THE STATION AS DESCRIBED.
 JU4029
 JU4029                          STATION RECOVERY (1980)
 JU4029
 JU4029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JU4029'A TAPE CALIBRATION MONUMENT IS SET 100 FEET FROM THE 0-METER POINT.
 JU4029'THE REDUCED MARK-TO-MARK DISTANCE IS 100.01 FEET.
 JU4029' 
 JU4029'THE BASE LINE IS LOCATED ABOUT 8.0 KM (5.0 MI) WEST OF VINCETOWN, 5.2
 JU4029'KM (3.2 MI) NORTH-NORTHWEST OF MEDFORD, 4.3 KM (2.7 MI) EAST-
 JU4029'NORTHEAST OF MT. LAUREL, AND 4.0 KM (2.5 MI) SOUTHWEST OF LUMBERTON AT
 JU4029'THE SOUTH JERSEY REGIONAL AIRPORT.  THE BASE LINE RUNS ALONG AND IS
 JU4029'APPROXIMATELY PARALLEL WITH THE NORTHERN EDGE OF RUNWAY (8-26).
 JU4029'**NOTE**  MARIANNE WORTH, AIRPORT MANAGER, SABRE FLIGHT SERVICES,
 JU4029'INC., 68 STACY HAINES ROAD, MEDFORD, NJ 08055, MUST BE NOTIFIED
 JU4029'24-HOURS PRIOR TO WORK ON THE BASE LINE AND CAN PROVIDE AIRPORT ACCESS
 JU4029'INFORMATION **.  TELEPHONE (609) 267-3131.
 JU4029' 
 JU4029'THE BASE LINE IS AN EAST-NORTHEAST, WEST-SOUTHWEST LINE WITH THE
 JU4029'0-METER POINT ON THE EAST-NORTHEAST END.  IT CONSISTS OF THE 0, 150,
 JU4029'400, AND 1000 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION
 JU4029'LOCATED ON LINE AND WEST-SOUTHWEST OF THE 0-METER POINT.
 JU4029' 
 JU4029'TO REACH THE 0-METER POINT FROM THE TRAFFIC CIRCLE OF STATE HIGHWAY 70
 JU4029'AND COUNTY ROAD 541 (MT. HOLLY/MEDFORD ROAD), LOCATED ON THE NORTH
 JU4029'SIDE OF MEDFORD, GO NORTH ON COUNTY ROAD 541 FOR 1.2 KM (0.7 MI) TO
 JU4029'THE INTERSECTION OF COUNTY ROAD 616 (CHURCH ROAD). CONTINUE NORTHERLY
 JU4029'ON COUNTY ROAD 541 FOR 3.2 KM (2.0 MI) TO THE INTERSECTION OF COUNTY
 JU4029'ROAD 612 (FOSTERTOWN ROAD) ON THE LEFT AND COUNTY ROAD 636 ON THE
 JU4029'RIGHT.  TURN LEFT AND GO NORTHERLY ON COUNTY ROAD 612 FOR 0.4 KM (0.2
 JU4029'MI) TO THE INTERSECTION OF STACY HAINES ROAD ON THE LEFT WHERE COUNTY
 JU4029'ROAD 612 TURNS TO THE WEST.  TURN LEFT AND GO WEST ON COUNTY ROAD 612
 JU4029'FOR 2.0 KM (1.2 MI) TO AN INTERSECTION ON THE RIGHT FOR THE SOUTH
 JU4029'JERSEY REGIONAL AIRPORT.  TURN RIGHT AND GO NORTHERLY ON TO THE MAIN
 JU4029'TAXIWAY, CROSSING THE AIRCRAFT PARKING AREA, FOR 0.5 KM (0.3 MI) TO
 JU4029'THE NORTHERN EDGE OF RUNWAY (8-26).  TURN RIGHT AND GO EAST
 JU4029'CROSS-COUNTRY PARALLELING THE NORTHERN EDGE OF RUNWAY (8-26) FOR 0.4
 JU4029'KM (0.2 MI) TO THE 0-METER POINT ON THE LEFT.
 JU4029' 
 JU4029'THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 JU4029'STAMPED--0 1979--, SET IN THE TOP OF A 23 CM (9 IN) DIAMETER CONCRETE
 JU4029'POST PROJECTING 13 CM (5 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS
 JU4029'74.6 M (244.8 FT) WEST-NORTHWEST OF THE NORTHEAST CORNER OF RUNWAY
 JU4029'(8-26), 30.5 M (100.0 FT) EAST-NORTHEAST OF REFERENCE MARK NO. 2, 19.2
 JU4029'M (63.0 FT) NORTH-NORTHWEST OF THE NORTHERN EDGE OF RUNWAY (8-26),
 JU4029'18.2 M (59.7 FT) NORTHWEST OF A RUNWAY LIGHT, 7.8 M (25.6 FT)
 JU4029'SOUTH-SOUTHEAST OF REFERENCE MARK NO. 1, 7.4 M (24.3 FT)
 JU4029'SOUTH-SOUTHEAST OF A METAL WITNESS POST, AND 0.6 M (2.0 FT)
 JU4029'SOUTH-SOUTHEAST OF A FIBERGLASS WITNESS POST.
 JU4029' 
 JU4029'USER NOTES--CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 JU4029'ELEVATIONS ARE FOR CBL USE ONLY.  DRIVING ON THE RUNWAY IS STRICTLY
 JU4029'PROHIBITED AND ALL AIRCRAFT HAVE THE RIGHT-OF-WAY.
 JU4029' 
 JU4029'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE
 JU4029'SURVEYORS ASSOCIATION OF WEST JERSEY AND THE NEW JERSEY GEODETIC
 JU4029'CONTROL SURVEY, AND REMEASURED WITH ASSISTANCE FROM THE NEW JERSEY
 JU4029'DEPARTMENT OF TRANSPORTATION, MR. JESSE KOZLOWSKI OF THE WEST JERSEY
 JU4029'CHAPTER, AND MR. STEVE MARTINELLI OF THE SOUTH JERSEY CHAPTER OF THE
 JU4029'NEW JERSEY PROFESSIONAL SOCIETY OF LAND SURVEYORS. FOR MORE
 JU4029'INFORMATION PLEASE CONTACT  NJ DEPARTMENT OF TRANSPORTATION, GEODETIC
 JU4029'SURVEY SECTION, CN600, 1035 PARKWAY AVENUE, TRENTON, NJ 08625.
 JU4029'TELEPHONE (609) 530-5654.  OR CONTACT JESSE KOZLOWSKI, SURVEYOR AND
 JU4029'PLANNER, 804 BIRCHFIELD DRIVE, MT. LAUREL, NJ 08054.  TELEPHONE (609)
 JU4029'727-3777.
 JU4029
 JU4029                          STATION RECOVERY (1987)
 JU4029
 JU4029'RECOVERED 1987
 JU4029'RECOVERED IN GOOD CONDITION.
 JU4029
 JU4029                          STATION RECOVERY (1993)
 JU4029
 JU4029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (KM)
 JU4029'MARK IS A COMPONENT OF THE BURLINGTON CALIBRATION BASE LINE.  LOCATED
 JU4029'ABOUT 8.0 KM (5.0 MI) WEST OF VINCETOWN, 5.2 KM (3.2 MI)
 JU4029'NORTH-NORTHWEST OF MEDFORD, 4.3 KM (2.7 MI) EAST-NORTHEAST OF MT.
 JU4029'LAUREL, AND 4.0 KM (2.5 MI) SOUTHWEST OF LUMBERTON AT THE SOUTH JERSEY
 JU4029'REGIONAL AIRPORT.  MARK IS LOCATED NORTHWEST OF THE NORTHEAST CORNER
 JU4029'OF RUNWAY (8-26). ** NOTE MARIANNE WORTH, AIRPORT MANAGER, 68 STACEY
 JU4029'HANES ROAD, MEDFORD, NJ 08055, MUST BE NOTIFIED 24-HOURS PRIOR TO WORK
 JU4029'AND CAN PROVIDE AIRPORT ACCESS INFORMATION. ** TO REACH FROM THE
 JU4029'TRAFFIC CIRCLE OF STATE HIGHWAY 70 AND COUNTY ROAD 541 (MT.
 JU4029'HOLLY/MEDFORD ROAD), LOCATED NORTH OF MEDFORD, GO NORTHERLY ON COUNTY
 JU4029'ROAD 541 FOR 1.2 KM (0.7 MI) TO THE INTERSECTION OF COUNTY ROAD 616
 JU4029'(CHURCH ROAD).  CONTINUE NORTHERLY ON COUNTY ROAD 541 FOR 3.2 KM (2.0
 JU4029'MI) TO THE INTERSECTION OF COUNTY ROAD 612 (FOSTERTOWN ROAD) ON THE
 JU4029'LEFT AND COUNTY ROAD 636 ON THE RIGHT.  TURN LEFT AND GO NORTHERLY ON
 JU4029'COUNTY ROAD 612 FOR 0.2 KM (0.1 MI) TO THE INTERSECTION OF STACEY
 JU4029'HANES ROAD ON THE LEFT WHERE COUNTY ROAD 612 TURNS TO THE LEFT.  TURN
 JU4029'LEFT AND GO WESTERLY ON COUNTY ROAD 612 FOR 2.0 KM (1.2 MI) TO AN
 JU4029'INTERSECTION ON THE RIGHT FOR THE SOUTH JERSEY REGIONAL AIRPORT.  TURN
 JU4029'RIGHT AND GO NORTHERLY ON TO THE MAIN TAXIWAY, ACROSS THE AIRCRAFT
 JU4029'PARKING AREA, FOR 0.5 KM (0.3 MI) TO THE NORTH SIDE OF RUNWAY (8-26).
 JU4029'TURN RIGHT AND GO EASTERLY CROSS-COUNTRY PARALLEING THE NORTHERN EDGE
 JU4029'OF RUNWAY (8-26) FOR 0.42 KM (0.26 MI) TO THE MARK ON THE LEFT. MARK
 JU4029'IS SET IN THE TOP OF A 23 CM (9 IN) DIAMETER CONCRETE POST PROJECTING
 JU4029'13 CM (5 IN) ABOVE GROUND SURFACE.  ** NOTE THERE IS AN UNDERGOUND
 JU4029'MARK SET BELOW THE SURFACE MARK.  NO INFORMATION ABOUT DISK TYPE OR
 JU4029'MAGNETIC MATERIAL WAS AVAILABLE AT TIME OF RECOVERY.  ** IT IS 74.6 M
 JU4029'(244.8 FT) WEST-NORTHWEST OF THE NORTHEAST CORNER OF RUNWAY (8-26),
 JU4029'30.5 M (100.1 FT) EAST-NORTHEAST OF REFERENCE MARK NO. 2, 19.2 M (63.0
 JU4029'FT) NORTH-NORTHWEST OF THE NORTHERN EDGE OF RUNWAY (8-26), 18.2 M
 JU4029'(59.7 FT) NORTHWEST OF A RUNWAY LIGHT, 7.8 M (25.6 FT) SOUTH-SOUTHEAST
 JU4029'OF REFERENCE MARK NO. 1, 7.4 M (24.3 FT) SOUTH-SOUTHEAST OF A METAL
 JU4029'WITNESS POST, AND 0.6 M (2.0 FT) SOUTH-SOUTHEAST OF A FIBERGLASS
 JU4029'WITNESS POST. ** NOTE DRIVING ON THE RUNWAYS IS STRICTLY PROHIBITED
 JU4029'AND ALL AIRCRAFT HAVE THE RIGHT-OF-WAY.  ** FOR MORE INFORMATION
 JU4029'CONTACT MR. JESSE KOZLOWSKI, SURVEYOR AND PLANNER, 804 BIRCHFIELD
 JU4029'DRIVE, MT. LAUREL, NJ 08054. CONTACT MR. BERNARD PUTZIGER, NJ
 JU4029'DEPARTMENT OF TRANSPORTATION, GEODETIC SURVEY SECTION, CN600, 1035
 JU4029'PARKWAY AVENUE, TRENTON, NJ 08625. DESCRIBED BY KIRK MCCAULEY
 JU4029
 JU4029                          STATION RECOVERY (1994)
 JU4029
 JU4029'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU4029'RECOVERED IN GOOD CONDITION.
 JU4029
 JU4029                          STATION RECOVERY (1995)
 JU4029
 JU4029'RECOVERY NOTE BY TWT CONS ENG 1995 (WPD)
 JU4029'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4030 ***********************************************************************
 JU4030  DESIGNATION -  BURLINGTON CBL 1000
 JU4030  PID         -  JU4030
 JU4030  STATE/COUNTY-  NJ/BURLINGTON
 JU4030  USGS QUAD   -  MOUNT HOLLY (1981)
 JU4030
 JU4030                         *CURRENT SURVEY CONTROL
 JU4030  ___________________________________________________________________
 JU4030* NAD 83(1996)-  39 56 29.71236(N)    074 51 03.64032(W)     ADJUSTED  
 JU4030* NAVD 88     -        12.6    (meters)      41.     (feet)  GPS OBS   
 JU4030  ___________________________________________________________________
 JU4030  X           -   1,279,695.635 (meters)                     COMP
 JU4030  Y           -  -4,726,690.629 (meters)                     COMP
 JU4030  Z           -   4,073,002.106 (meters)                     COMP
 JU4030  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 JU4030  ELLIP HEIGHT-         -20.07  (meters)          (10/23/02) GPS OBS
 JU4030  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JU4030
 JU4030  HORZ ORDER  -  FIRST
 JU4030  ELLP ORDER  -  FOURTH    CLASS I
 JU4030
 JU4030.This mark is at South Jersey Regional Airport (7MY)
 JU4030
 JU4030.The horizontal coordinates were established by GPS observations
 JU4030.and adjusted by the National Geodetic Survey in May 1999..
 JU4030
 JU4030.The orthometric height was determined by GPS observations and a
 JU4030.high-resolution geoid model.
 JU4030
 JU4030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4030
 JU4030.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4030
 JU4030.The ellipsoidal height was determined by GPS observations
 JU4030.and is referenced to NAD 83.
 JU4030
 JU4030.The geoid height was determined by GEOID03.
 JU4030
 JU4030;                    North         East     Units Scale Factor Converg.
 JU4030;SPC NJ       -   123,088.188   120,003.241   MT  0.99991107   -0 13 31.3
 JU4030;SPC NJ       -   403,831.83    393,710.63   sFT  0.99991107   -0 13 31.3
 JU4030;UTM  18      - 4,421,284.579   512,728.472   MT  0.99960199   +0 05 44.3
 JU4030
 JU4030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4030!SPC NJ       -   1.00000315  x   0.99991107  =   0.99991422
 JU4030!UTM  18      -   1.00000315  x   0.99960199  =   0.99960514
 JU4030
 JU4030:                Primary Azimuth Mark                     Grid Az
 JU4030:SPC NJ       -  BURLINGTON CBL 400                       069 39 51.5
 JU4030:UTM  18      -  BURLINGTON CBL 400                       069 20 35.9
 JU4030
 JU4030|---------------------------------------------------------------------|
 JU4030| PID    Reference Object                     Distance      Geod. Az  |
 JU4030|                                                           dddmmss.s |
 JU4030| AB8756 BURLINGTON CBL 400                  APPROX. 0.6 KM 0692620.2 |
 JU4030|---------------------------------------------------------------------|
 JU4030
 JU4030                          SUPERSEDED SURVEY CONTROL
 JU4030
 JU4030  ELLIP H (05/14/99)  -20.06   (m)                       GP(       ) 4 1
 JU4030  NAD 83(1992)-  39 56 29.71164(N)    074 51 03.64022(W) AD(       ) 1
 JU4030  ELLIP H (12/16/96)  -20.10   (m)                       GP(       ) 2 1
 JU4030  ELLIP H (01/27/92)  -20.05   (m)                       GP(       ) 4 1
 JU4030  NAD 83(1986)-  39 56 29.70533(N)    074 51 03.63888(W) AD(       ) 2
 JU4030  NAD 27      -  39 56 29.29999(N)    074 51 05.05633(W) AD(       ) 2
 JU4030  NGVD 29 (08/10/88)   13.2    (m)           43.     (f) GPS OBS        
 JU4030
 JU4030.Superseded values are not recommended for survey control.
 JU4030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4030.See file dsdata.txt to determine how the superseded data were derived.
 JU4030
 JU4030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1272821285(NAD 83)
 JU4030_MARKER: DQ = CALIBRATION BASE LINE DISK
 JU4030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU4030_STAMPING: 1000 1979
 JU4030_MARK LOGO: NGS   
 JU4030_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4030+STABILITY: SURFACE MOTION
 JU4030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4030+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1995
 JU4030
 JU4030  HISTORY     - Date     Condition        Report By
 JU4030  HISTORY     - 1979     MONUMENTED       NJDT
 JU4030  HISTORY     - 19800102 GOOD             NGS
 JU4030  HISTORY     - 19871101 GOOD
 JU4030  HISTORY     - 19930622 GOOD             NGS
 JU4030  HISTORY     - 19940812 GOOD             USPSQD
 JU4030  HISTORY     - 19951206 GOOD             TWT
 JU4030
 JU4030                          STATION DESCRIPTION
 JU4030
 JU4030'DESCRIBED BY NJ DEPT OF TRANSP 1979 (UNK)
 JU4030'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 JU4030'SOUTHWEST OF THE TOWN OF LUMBERTON,
 JU4030'4.3 KM (2.7 MI) EAST OF MT. LAUREL, 4.7 KM (2.9 MI) NORTH-NORTHWEST
 JU4030'OF MEDFORD, WITHIN THE BOUNDARY OF THE MOUNT HOLLY AIRPORT.
 JU4030'OWNERSHIP--TRAVELERS AIRE, INC., RT 1, BOX 363, MEDFORD, NEW JERSEY
 JU4030'08055.  MANAGER--MR. LARRY TOKASH.
 JU4030'
 JU4030'TO REACH THE STATION FROM THE POST OFFICE IN LUMBERTON, BURLINGTON
 JU4030'COUNTY, NEW JERSEY,  GO SOUTHWEST FOR 4.18 KM (2.6 MI) ON COUNTY
 JU4030'ROAD 541 TO A CROSSROADS AT FOSTERTOWN ROAD.
 JU4030'TURN RIGHT AND GO NORTHWEST FOR 0.40 KM (0.25 MI) ON FOSTERTOWN
 JU4030'ROAD TO A SIDE ROAD LEFT NAMED MT. LAUREL/EAYRESTOWN ROAD.
 JU4030'TURN LEFT AND GO SOUTHWEST FOR 1.93 KM (1.20 MI) ON
 JU4030'MT. LAUREL/EAYRESTOWN ROAD TO THE ENTRANCE OF THE BURLINGTON COUNTY
 JU4030'(MOUNT HOLLY) AIRPORT ON THE RIGHT AND THE STATION AS DESCRIBED.
 JU4030
 JU4030                          STATION RECOVERY (1980)
 JU4030
 JU4030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JU4030'A TAPE CALIBRATION MONUMENT IS SET 100 FEET FROM THE 0-METER POINT.
 JU4030'THE REDUCED MARK-TO-MARK DISTANCE IS 100.01 FEET.
 JU4030' 
 JU4030'THE BASE LINE IS LOCATED ABOUT 8.0 KM (5.0 MI) WEST OF VINCETOWN, 5.2
 JU4030'KM (3.2 MI) NORTH-NORTHWEST OF MEDFORD, 4.3 KM (2.7 MI) EAST-
 JU4030'NORTHEAST OF MT. LAUREL, AND 4.0 KM (2.5 MI) SOUTHWEST OF LUMBERTON AT
 JU4030'THE SOUTH JERSEY REGIONAL AIRPORT.  THE BASE LINE RUNS ALONG AND IS
 JU4030'APPROXIMATELY PARALLEL WITH THE NORTHERN EDGE OF RUNWAY (8-26).
 JU4030'**NOTE**  MARIANNE WORTH, AIRPORT MANAGER, SABRE FLIGHT SERVICES,
 JU4030'INC., 68 STACY HAINES ROAD, MEDFORD, NJ 08055, MUST BE NOTIFIED
 JU4030'24-HOURS PRIOR TO WORK ON THE BASE LINE AND CAN PROVIDE AIRPORT ACCESS
 JU4030'INFORMATION **.  TELEPHONE (609) 267-3131.
 JU4030' 
 JU4030'THE BASE LINE IS AN EAST-NORTHEAST, WEST-SOUTHWEST LINE WITH THE
 JU4030'0-METER POINT ON THE EAST-NORTHEAST END.  IT CONSISTS OF THE 0, 150,
 JU4030'400, AND 1000 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION
 JU4030'LOCATED ON LINE AND WEST-SOUTHWEST OF THE 0-METER POINT.
 JU4030' 
 JU4030'TO REACH THE 0-METER POINT FROM THE TRAFFIC CIRCLE OF STATE HIGHWAY 70
 JU4030'AND COUNTY ROAD 541 (MT. HOLLY/MEDFORD ROAD), LOCATED ON THE NORTH
 JU4030'SIDE OF MEDFORD, GO NORTH ON COUNTY ROAD 541 FOR 1.2 KM (0.7 MI) TO
 JU4030'THE INTERSECTION OF COUNTY ROAD 616 (CHURCH ROAD). CONTINUE NORTHERLY
 JU4030'ON COUNTY ROAD 541 FOR 3.2 KM (2.0 MI) TO THE INTERSECTION OF COUNTY
 JU4030'ROAD 612 (FOSTERTOWN ROAD) ON THE LEFT AND COUNTY ROAD 636 ON THE
 JU4030'RIGHT.  TURN LEFT AND GO NORTHERLY ON COUNTY ROAD 612 FOR 0.4 KM (0.2
 JU4030'MI) TO THE INTERSECTION OF STACY HAINES ROAD ON THE LEFT WHERE COUNTY
 JU4030'ROAD 612 TURNS TO THE WEST.  TURN LEFT AND GO WEST ON COUNTY ROAD 612
 JU4030'FOR 2.0 KM (1.2 MI) TO AN INTERSECTION ON THE RIGHT FOR THE SOUTH
 JU4030'JERSEY REGIONAL AIRPORT.  TURN RIGHT AND GO NORTHERLY ON TO THE MAIN
 JU4030'TAXIWAY, CROSSING THE AIRCRAFT PARKING AREA, FOR 0.5 KM (0.3 MI) TO
 JU4030'THE NORTHERN EDGE OF RUNWAY (8-26).  TURN RIGHT AND GO EAST
 JU4030'CROSS-COUNTRY PARALLELING THE NORTHERN EDGE OF RUNWAY (8-26) FOR 0.4
 JU4030'KM (0.2 MI) TO THE 0-METER POINT ON THE LEFT.
 JU4030' 
 JU4030'THE 1000-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 JU4030'STAMPED--1000 1979--, SET IN THE TOP OF A 23 CM (9 IN) DIAMETER
 JU4030'CONCRETE POST PROJECTING 2.5 CM (1 IN) ABOVE THE SURFACE OF THE GROUND
 JU4030'IT IS 121.0 M (397.0 FT) EAST-NORTHEAST OF THE NORTHWEST CORNER OF
 JU4030'RUNWAY (8-26), 16.8 M (55.1 FT) SOUTH-SOUTHWEST OF REFERENCE MARK NO.
 JU4030'1, 15.1 M (49.5 FT) SOUTHEAST OF REFERENCE MARK NO. 2, 13.1 M (43.0
 JU4030'FT) NORTH-NORTHWEST OF THE NORTHERN EDGE OF RUNWAY (8-26) AND 7.1 M
 JU4030'(23.3 FT) SOUTH-SOUTHEAST OF A FIBERGLASS WITNESS POST.
 JU4030' 
 JU4030'USER NOTES--CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 JU4030'ELEVATIONS ARE FOR CBL USE ONLY.  DRIVING ON THE RUNWAY IS STRICTLY
 JU4030'PROHIBITED AND ALL AIRCRAFT HAVE THE RIGHT-OF-WAY.
 JU4030' 
 JU4030'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE
 JU4030'SURVEYORS ASSOCIATION OF WEST JERSEY AND THE NEW JERSEY GEODETIC
 JU4030'CONTROL SURVEY, AND REMEASURED WITH ASSISTANCE FROM THE NEW JERSEY
 JU4030'DEPARTMENT OF TRANSPORTATION, MR. JESSE KOZLOWSKI OF THE WEST JERSEY
 JU4030'CHAPTER, AND MR. STEVE MARTINELLI OF THE SOUTH JERSEY CHAPTER OF THE
 JU4030'NEW JERSEY PROFESSIONAL SOCIETY OF LAND SURVEYORS. FOR MORE
 JU4030'INFORMATION PLEASE CONTACT  NJ DEPARTMENT OF TRANSPORTATION, GEODETIC
 JU4030'SURVEY SECTION, CN600, 1035 PARKWAY AVENUE, TRENTON, NJ 08625.
 JU4030'TELEPHONE (609) 530-5654.  OR CONTACT JESSE KOZLOWSKI, SURVEYOR AND
 JU4030'PLANNER, 804 BIRCHFIELD DRIVE, MT. LAUREL, NJ 08054.  TELEPHONE (609)
 JU4030'727-3777.
 JU4030
 JU4030                          STATION RECOVERY (1987)
 JU4030
 JU4030'RECOVERED 1987
 JU4030'RECOVERED IN GOOD CONDITION.
 JU4030
 JU4030                          STATION RECOVERY (1993)
 JU4030
 JU4030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (KM)
 JU4030'MARK IS A COMPONENT OF THE BURLINGTON CALIBRATION BASE LINE.  LOCATED
 JU4030'ABOUT 8.0 KM (5.0 MI) WEST OF VINCETOWN, 5.2 KM (3.2 MI)
 JU4030'NORTH-NORTHWEST OF MEDFORD, 4.3 KM (2.7 MI) EAST-NORTHEAST OF MT.
 JU4030'LAUREL, AND 4.0 KM (2.5 MI) SOUTHWEST OF LUMBERTON AT THE SOUTH JERSEY
 JU4030'REGIONAL AIRPORT.  MARK IS LOCATED NORTHEAST OF THE NORTHWEST CORNER
 JU4030'OF RUNWAY (8-26). ** NOTE MARIANNE WORTH, AIRPORT MANAGER, 68 STACEY
 JU4030'HANES ROAD, MEDFORD, NJ 08055, MUST BE NOTIFIED 24-HOURS PRIOR TO WORK
 JU4030'AND CAN PROVIDE AIRPORT ACCESS INFORMATION. ** TO REACH FROM THE
 JU4030'TRAFFIC CIRCLE OF STATE HIGHWAY 70 AND COUNTY ROAD 541 (MT.
 JU4030'HOLLY/MEDFORD ROAD), LOCATED NORTH OF MEDFORD, GO NORTHERLY ON COUNTY
 JU4030'ROAD 541 FOR 1.2 KM (0.7 MI) TO THE INTERSECTION OF COUNTY ROAD 616
 JU4030'(CHURCH ROAD).  CONTINUE NORTHERLY ON COUNTY ROAD 541 FOR 3.2 KM (2.0
 JU4030'MI) TO THE INTERSECTION OF COUNTY ROAD 612 (FOSTERTOWN ROAD)ON THE
 JU4030'LEFT AND COUNTY ROAD 636 ON THE RIGHT.  TURN LEFT AND GO NORTHERLY ON
 JU4030'COUNTY ROAD 612 FOR 0.2 KM (0.1 MI) TO THE INTERSECTION OF STACEY
 JU4030'HANES ROAD ON THE LEFT WHERE COUNTY ROAD 612 TURNS TO THE LEFT.  TURN
 JU4030'LEFT AND GO WESTERLY ON COUNTY ROAD 612 FOR 2.0 KM (1.2 MI) TO AN
 JU4030'INTERSECTION ON THE RIGHT FOR THE SOUTH JERSEY REGIONAL AIRPORT.  TURN
 JU4030'RIGHT AND GO NORTHERLY ON TO THE MAIN TAXIWAY, ACROSS THE AIRCRAFT
 JU4030'PARKING AREA, FOR 0.5 KM (0.3 MI) TO THE NORTH SIDE OF RUNWAY (8-26).
 JU4030'TURN LEFT AND GO WESTERLY CROSS-COUNTRY PARALLEING THE NORTHERN EDGE
 JU4030'OF RUNWAY (8-26) FOR 0.58 KM (0.36 MI) TO THE MARK ON THE RIGHT. MARK
 JU4030'IS SET IN THE TOP OF A 23 CM (9 IN) DIAMETER CONCRETE POST PROJECTING
 JU4030'13 CM (5 IN) ABOVE GROUND SURFACE.  ** NOTE THERE IS AN UNDERGOUND
 JU4030'MARK SET BELOW THE SURFACE MARK.  NO INFORMATION ABOUT DISK TYPE OR
 JU4030'MAGNETIC MATERIAL WAS AVAILABLE AT TIME OF RECOVERY.  ** IT IS 121.0 M
 JU4030'(397.0 FT) EAST-NORTHEAST OF THE NORTHWEST CORNER OF RUNWAY (8-26),
 JU4030'16.8 M (55.1 FT) SOUTH-SOUTHWEST OF REFERENCE MARK NO. 1, 15.1 M (49.5
 JU4030'FT) SOUTHEAST OF REFERENCE MARK NO. 2, 13.1 M (43.0 FT)
 JU4030'NORTH-NORTHWEST OF THE NORTHERN EDGE OF RUNWAY (8-26), AND 7.1 M (23.3
 JU4030'FT) SOUTH-SOUTHEAST OF A FIBERGLASS WITNESS POST. ** NOTE DRIVING ON
 JU4030'THE RUNWAYS IS STRICTLY PROHIBITED AND ALL AIRCRAFT HAVE THE
 JU4030'RIGHT-OF-WAY.  ** FOR MORE INFORMATION CONTACT MR. JESSE KOZLOWSKI,
 JU4030'SURVEYOR AND PLANNER, 804 BIRCHFIELD DRIVE, MT. LAUREL, NJ 08054.
 JU4030'CONTACT MR. BERNARD PUTZIGER, NJ DEPARTMENT OF TRANSPORTATION,
 JU4030'GEODETIC SURVEY SECTION, CN600, 1035 PARKWAY AVENUE, TRENTON, NJ
 JU4030'08625. DESCRIBED BY KIRK MCCAULEY
 JU4030
 JU4030                          STATION RECOVERY (1994)
 JU4030
 JU4030'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU4030'RECOVERED IN GOOD CONDITION.
 JU4030
 JU4030                          STATION RECOVERY (1995)
 JU4030
 JU4030'RECOVERY NOTE BY TWT CONS ENG 1995 (WPD)
 JU4030'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8756 ***********************************************************************
 AB8756  DESIGNATION -  BURLINGTON CBL 400
 AB8756  PID         -  AB8756
 AB8756  STATE/COUNTY-  NJ/BURLINGTON
 AB8756  USGS QUAD   -  MOUNT HOLLY (1981)
 AB8756
 AB8756                         *CURRENT SURVEY CONTROL
 AB8756  ___________________________________________________________________
 AB8756* NAD 83(1996)-  39 56 36.54425(N)    074 50 39.97533(W)     ADJUSTED  
 AB8756* NAVD 88     -        13.4    (meters)      44.     (feet)  GPS OBS   
 AB8756  ___________________________________________________________________
 AB8756  X           -   1,280,202.717 (meters)                     COMP
 AB8756  Y           -  -4,726,413.792 (meters)                     COMP
 AB8756  Z           -   4,073,164.171 (meters)                     COMP
 AB8756  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AB8756  ELLIP HEIGHT-         -19.27  (meters)          (10/23/02) GPS OBS
 AB8756  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 AB8756
 AB8756  HORZ ORDER  -  FIRST
 AB8756  ELLP ORDER  -  FOURTH    CLASS I
 AB8756
 AB8756.This mark is at South Jersey Regional Airport (7MY)
 AB8756
 AB8756.The horizontal coordinates were established by GPS observations
 AB8756.and adjusted by the National Geodetic Survey in May 1999..
 AB8756
 AB8756.The orthometric height was determined by GPS observations and a
 AB8756.high-resolution geoid model.
 AB8756
 AB8756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8756
 AB8756.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8756
 AB8756.The ellipsoidal height was determined by GPS observations
 AB8756.and is referenced to NAD 83.
 AB8756
 AB8756.The geoid height was determined by GEOID03.
 AB8756
 AB8756;                    North         East     Units Scale Factor Converg.
 AB8756;SPC NJ       -   123,296.693   120,565.824   MT  0.99991066   -0 13 16.1
 AB8756;SPC NJ       -   404,515.90    395,556.37   sFT  0.99991066   -0 13 16.1
 AB8756;UTM  18      - 4,421,496.166   513,289.704   MT  0.99960217   +0 05 59.6
 AB8756
 AB8756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8756!SPC NJ       -   1.00000302  x   0.99991066  =   0.99991368
 AB8756!UTM  18      -   1.00000302  x   0.99960217  =   0.99960519
 AB8756
 AB8756:                Primary Azimuth Mark                     Grid Az
 AB8756:SPC NJ       -  BURLINGTON CBL 0                         069 39 56.2
 AB8756:UTM  18      -  BURLINGTON CBL 0                         069 20 40.5
 AB8756
 AB8756|---------------------------------------------------------------------|
 AB8756| PID    Reference Object                     Distance      Geod. Az  |
 AB8756|                                                           dddmmss.s |
 AB8756| JU4029 BURLINGTON CBL 0                    400.008 METERS 0692640.1 |
 AB8756| JU4030 BURLINGTON CBL 1000                 APPROX. 0.6 KM 2492635.3 |
 AB8756|---------------------------------------------------------------------|
 AB8756
 AB8756                          SUPERSEDED SURVEY CONTROL
 AB8756
 AB8756  ELLIP H (05/14/99)  -19.26   (m)                       GP(       ) 4 1
 AB8756  NAD 83(1992)-  39 56 36.54358(N)    074 50 39.97526(W) AD(       ) 1
 AB8756  ELLIP H (12/16/96)  -19.30   (m)                       GP(       ) 2 1
 AB8756
 AB8756.Superseded values are not recommended for survey control.
 AB8756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8756.See file dsdata.txt to determine how the superseded data were derived.
 AB8756
 AB8756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1329021496(NAD 83)
 AB8756_MARKER: DQ = CALIBRATION BASE LINE DISK
 AB8756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8756_STAMPING: 400 1979
 AB8756_MARK LOGO: NGS   
 AB8756_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8756+STABILITY: SURFACE MOTION
 AB8756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8756+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2000
 AB8756
 AB8756  HISTORY     - Date     Condition        Report By
 AB8756  HISTORY     - 1979     MONUMENTED       NJDT
 AB8756  HISTORY     - 19800102 GOOD             NGS
 AB8756  HISTORY     - 19930622 GOOD             NGS
 AB8756  HISTORY     - 19951205 GOOD             TWT
 AB8756  HISTORY     - 20001129 GOOD             TWT
 AB8756
 AB8756                          STATION DESCRIPTION
 AB8756
 AB8756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AB8756'A TAPE CALIBRATION MONUMENT IS SET 100 FEET FROM THE 0-METER POINT.
 AB8756'THE REDUCED MARK-TO-MARK DISTANCE IS 100.01 FEET.
 AB8756' 
 AB8756'THE BASE LINE IS LOCATED ABOUT 8.0 KM (5.0 MI) WEST OF VINCETOWN, 5.2
 AB8756'KM (3.2 MI) NORTH-NORTHWEST OF MEDFORD, 4.3 KM (2.7 MI) EAST-
 AB8756'NORTHEAST OF MT. LAUREL, AND 4.0 KM (2.5 MI) SOUTHWEST OF LUMBERTON AT
 AB8756'THE SOUTH JERSEY REGIONAL AIRPORT.  THE BASE LINE RUNS ALONG AND IS
 AB8756'APPROXIMATELY PARALLEL WITH THE NORTHERN EDGE OF RUNWAY (8-26).
 AB8756'**NOTE**  MARIANNE WORTH, AIRPORT MANAGER, SABRE FLIGHT SERVICES,
 AB8756'INC., 68 STACY HAINES ROAD, MEDFORD, NJ 08055, MUST BE NOTIFIED
 AB8756'24-HOURS PRIOR TO WORK ON THE BASE LINE AND CAN PROVIDE AIRPORT ACCESS
 AB8756'INFORMATION **.  TELEPHONE (609) 267-3131.
 AB8756' 
 AB8756'THE BASE LINE IS AN EAST-NORTHEAST, WEST-SOUTHWEST LINE WITH THE
 AB8756'0-METER POINT ON THE EAST-NORTHEAST END.  IT CONSISTS OF THE 0, 150,
 AB8756'400, AND 1000 METER POINTS WITH A 100-FOOT TAPE CALIBRATION STATION
 AB8756'LOCATED ON LINE AND WEST-SOUTHWEST OF THE 0-METER POINT.
 AB8756' 
 AB8756'TO REACH THE 0-METER POINT FROM THE TRAFFIC CIRCLE OF STATE HIGHWAY 70
 AB8756'AND COUNTY ROAD 541 (MT. HOLLY/MEDFORD ROAD), LOCATED ON THE NORTH
 AB8756'SIDE OF MEDFORD, GO NORTH ON COUNTY ROAD 541 FOR 1.2 KM (0.7 MI) TO
 AB8756'THE INTERSECTION OF COUNTY ROAD 616 (CHURCH ROAD). CONTINUE NORTHERLY
 AB8756'ON COUNTY ROAD 541 FOR 3.2 KM (2.0 MI) TO THE INTERSECTION OF COUNTY
 AB8756'ROAD 612 (FOSTERTOWN ROAD) ON THE LEFT AND COUNTY ROAD 636 ON THE
 AB8756'RIGHT.  TURN LEFT AND GO NORTHERLY ON COUNTY ROAD 612 FOR 0.4 KM (0.2
 AB8756'MI) TO THE INTERSECTION OF STACY HAINES ROAD ON THE LEFT WHERE COUNTY
 AB8756'ROAD 612 TURNS TO THE WEST.  TURN LEFT AND GO WEST ON COUNTY ROAD 612
 AB8756'FOR 2.0 KM (1.2 MI) TO AN INTERSECTION ON THE RIGHT FOR THE SOUTH
 AB8756'JERSEY REGIONAL AIRPORT.  TURN RIGHT AND GO NORTHERLY ON TO THE MAIN
 AB8756'TAXIWAY, CROSSING THE AIRCRAFT PARKING AREA, FOR 0.5 KM (0.3 MI) TO
 AB8756'THE NORTHERN EDGE OF RUNWAY (8-26).  TURN RIGHT AND GO EAST
 AB8756'CROSS-COUNTRY PARALLELING THE NORTHERN EDGE OF RUNWAY (8-26) FOR 0.4
 AB8756'KM (0.2 MI) TO THE 0-METER POINT ON THE LEFT.
 AB8756' 
 AB8756'THE 400-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 AB8756'STAMPED--400 1979--, SET IN THE TOP OF A 30 CM (12 IN) DIAMETER
 AB8756'CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND.
 AB8756'IT IS 18.0 M (59.1 FT) SOUTHEAST OF REFERENCE MARK NO. 2, 17.0 M (55.8
 AB8756'FT) EAST-SOUTHEAST OF THE EXTENDED CENTERLINE OF THE MAIN NORTH-SOUTH
 AB8756'TAXIWAY, 16.8 M (55.1 FT) NORTH-NORTHWEST OF THE NORTHERN EDGE OF
 AB8756'RUNWAY (8-26), 15.9 M (52.2 FT) SOUTH-SOUTHWEST OF REFERENCE MARK NO.
 AB8756'1, AND 12.4 M (40.7 FT) SOUTH-SOUTHEAST OF A FIBERGLASS WITNESS POST.
 AB8756' 
 AB8756'USER NOTES--CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AB8756'ELEVATIONS ARE FOR CBL USE ONLY.  DRIVING ON THE RUNWAY IS STRICTLY
 AB8756'PROHIBITED AND ALL AIRCRAFT HAVE THE RIGHT-OF-WAY.
 AB8756' 
 AB8756'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE
 AB8756'SURVEYORS ASSOCIATION OF WEST JERSEY AND THE NEW JERSEY GEODETIC
 AB8756'CONTROL SURVEY, AND REMEASURED WITH ASSISTANCE FROM THE NEW JERSEY
 AB8756'DEPARTMENT OF TRANSPORTATION, MR. JESSE KOZLOWSKI OF THE WEST JERSEY
 AB8756'CHAPTER, AND MR. STEVE MARTINELLI OF THE SOUTH JERSEY CHAPTER OF THE
 AB8756'NEW JERSEY PROFESSIONAL SOCIETY OF LAND SURVEYORS. FOR MORE
 AB8756'INFORMATION PLEASE CONTACT  NJ DEPARTMENT OF TRANSPORTATION, GEODETIC
 AB8756'SURVEY SECTION, CN600, 1035 PARKWAY AVENUE, TRENTON, NJ 08625.
 AB8756'TELEPHONE (609) 530-5654.  OR CONTACT JESSE KOZLOWSKI, SURVEYOR AND
 AB8756'PLANNER, 804 BIRCHFIELD DRIVE, MT. LAUREL, NJ 08054.  TELEPHONE (609)
 AB8756'727-3777.
 AB8756
 AB8756                          STATION RECOVERY (1993)
 AB8756
 AB8756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (KM)
 AB8756'MARK IS A COMPONENT OF THE BURLINGTON CALIBRATION BASE LINE.  LOCATED
 AB8756'ABOUT 8.0 KM (5.0 MI) WEST OF VINCETOWN, 5.2 KM (3.2 MI)
 AB8756'NORTH-NORTHWEST OF MEDFORD, 4.3 KM (2.7 MI) EAST-NORTHEAST OF MT.
 AB8756'LAUREL, AND 4.0 KM (2.5 MI) SOUTHWEST OF LUMBERTON AT THE SOUTH JERSEY
 AB8756'REGIONAL AIRPORT.  MARK IS LOCATED NORTH OF RUNWAY (8-26) AND JUST
 AB8756'EAST OF THE EXTENDED CENTERLINE OF THE MAIN NORTH-SOUTH TAXIWAY. **
 AB8756'NOTE MARIANNE WORTH, AIRPORT MANAGER, 68 STACEY HANES ROAD, MEDFORD,
 AB8756'NJ 08055, MUST BE NOTIFIED 24-HOURS PRIOR TO WORK AND CAN PROVIDE
 AB8756'AIRPORT ACCESS INFORMATION. ** TO REACH FROM THE TRAFFIC CIRCLE OF
 AB8756'STATE HIGHWAY 70 AND COUNTY ROAD 541 (MT. HOLLY/MEDFORD ROAD), LOCATED
 AB8756'NORTH OF MEDFORD, GO NORTHERLY ON COUNTY ROAD 541 FOR 1.2 KM (0.7 MI)
 AB8756'TO THE INTERSECTION OF COUNTY ROAD 616 (CHURCH ROAD).  CONTINUE
 AB8756'NORTHERLY ON COUNTY ROAD 541 FOR 3.2 KM (2.0 MI) TO THE INTERSECTION
 AB8756'OF COUNTY ROAD 612 (FOSTERTOWN ROAD)ON THE LEFT AND COUNTY ROAD 636 ON
 AB8756'THE RIGHT.  TURN LEFT AND GO NORTHERLY ON COUNTY ROAD 612 FOR 0.2 KM
 AB8756'(0.1 MI) TO THE INTERSECTION OF STACEY HANES ROAD ON THE LEFT WHERE
 AB8756'COUNTY ROAD 612 TURNS TO THE LEFT.  TURN LEFT AND GO WESTERLY ON
 AB8756'COUNTY ROAD 612 FOR 2.0 KM (1.2 MI) TO AN INTERSECTION ON THE RIGHT
 AB8756'FOR THE SOUTH JERSEY REGIONAL AIRPORT.  TURN RIGHT AND GO NORTHERLY ON
 AB8756'TO THE MAIN TAXIWAY, ACROSS THE AIRCRAFT PARKING AREA, FOR 0.53 KM
 AB8756'(0.33 MI) TO THE NORTH SIDE OF RUNWAY (8-26) AND THE MARK ON THE
 AB8756'RIGHT. MARK IS SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE
 AB8756'POST RECESSED 2.5 CM (1 IN) BELOW GROUND SURFACE.  ** NOTE THERE IS AN
 AB8756'UNDERGOUND MARK SET BELOW THE SURFACE MARK.  NO INFORMATION ABOUT DISK
 AB8756'TYPE OR MAGNETIC MATERIAL WAS AVAILABLE AT TIME OF RECOVERY.  ** IT IS
 AB8756'18.0 M (59.1 FT) SOUTHEAST OF REFERENCE MARK NO. 2, 17.0 M (55.8 FT)
 AB8756'EAST-SOUTHEAST OF THE EXTENDED CENTERLINE OF THE MAIN NORTH-SOUTH
 AB8756'TAXIWAY, 16.8 M (55.1 FT) NORTH-NORTHWEST OF THE NORTHERN EDGE OF
 AB8756'RUNWAY (8-26), 15.9 M (52.2 FT) SOUTH-SOUTHWEST OF REFERENCE MARK NO.
 AB8756'1,  AND 12.4 M (40.7 FT) SOUTH-SOUTHEAST OF A FIBERGLASS WITNESS POST.
 AB8756'** NOTE DRIVING ON THE RUNWAYS IS STRICTLY PROHIBITED AND ALL AIRCRAFT
 AB8756'HAVE THE RIGHT-OF-WAY.  ** FOR MORE INFORMATION CONTACT MR. JESSE
 AB8756'KOZLOWSKI, SURVEYOR AND PLANNER, 804 BIRCHFIELD DRIVE, MT. LAUREL, NJ
 AB8756'08054. CONTACT MR. BERNARD PUTZIGER, NJ DEPARTMENT OF TRANSPORTATION,
 AB8756'GEODETIC SURVEY SECTION, CN600, 1035 PARKWAY AVENUE, TRENTON, NJ
 AB8756'08625. DESCRIBED BY KIRK MCCAULEY
 AB8756
 AB8756                          STATION RECOVERY (1995)
 AB8756
 AB8756'RECOVERY NOTE BY TWT CONS ENG 1995 (WPD)
 AB8756'THE STATION IS LOCATED APPROXIMATELY 3 MI (4.8 KM) NORTH NORTHWEST OF
 AB8756'MEDFORD, NEW JERSEY IN THE TOWN OF MEDFORD, MEDFORD TOWNSHIP ON THE
 AB8756'GROUNDS OF THE SOUTH JERSEY REGIONAL AIRPORT.  BEFORE OCCUPYING THE
 AB8756'STATION CONTACT LARRY TOKASH, AIRPORT MANAGER.  THE STATION IS OWNED
 AB8756'BY TRAVELERS AIRE, INCORPORATED, STATE HIGHWAY ROUTE 1, BOX 363,
 AB8756'MEDFORD, NEW JERSEY 08055.  TO REACH THE STATION FROM THE JUNCTION OF
 AB8756'U.S.  HIGHWAY ROUTE 206 AND STATE HIGHWAY ROUTE 70 AT THE RED LION
 AB8756'CIRCLE, GO WEST ON STATE HIGHWAY ROUTE 70 FOR 4.5 MI (7.2 KM) TO ITS
 AB8756'INTERSECTION WITH COUNTY ROAD 541 AT THE MEDFORD CIRCLE.  GO RIGHT
 AB8756'(NORTH) ON COUNTY ROAD 541 FOR 2.6 MI (4.2 KM) TO ITS INTERSECTION
 AB8756'WITH COUNTY ROAD 636, GO LEFT (WEST) ON COUNTY ROAD 636 0.25 MI (0.40
 AB8756'KM) TO COUNTY ROAD 612, GO LEFT (SOUTHWEST) ON COUNTY ROAD 612 FOR 1.1
 AB8756'MI (1.8 KM) TO THE EASTERN MOST OF TWO MAIN ENTRANCES OF THE AIRPORT
 AB8756'ON YOUR RIGHT. TURN RIGHT (NORTHWEST) AND CONTINUE STRAIGHT AHEAD
 AB8756'PASSING THE AIRPORT OFFICE ON YOUR LEFT.  CONTINUE AHEAD ON THE
 AB8756'TAXIWAY TO ITS INTERSECTION WITH THE RUNWAY.  THE STATION IS JUST
 AB8756'AHEAD AND TO THE RIGHT SET FLUSH WITH THE GROUND.  THE STATION IS 55.0
 AB8756'FT (16.8 M) EAST OF THE PHYSICAL CENTERLINE OF THE TAXIWAY, 55.0 FT
 AB8756'(16.8 M) NORTH OF THE EDGE OF PAVING FOR THE RUNWAY, 56.3 FT (17.2 M)
 AB8756'SOUTHEAST OF A METAL WITNESS POST, 40.6 FT (12.4 M) SOUTH OF A
 AB8756'CARSONITE WITNESS POST AND 53.4 FT (16.3 M) SOUTHWEST OF A METAL
 AB8756'WITNESS POST.
 AB8756
 AB8756                          STATION RECOVERY (2000)
 AB8756
 AB8756'RECOVERY NOTE BY TWT CONS ENG 2000 (JK)
 AB8756'PID AB8756 MOUNT HOLLY CBL 0 - SHOULD BE NAMED MOUNT HOLLY CBL 400
 AB8756'BECAUSE PID JU4029 IS ACTUALLY THE REAL MOUNT HOLLY CBL 0.
 AB8756'NOTE THAT PID JU4030 MOUNT HOLLY CBL 1000 NEEDS NO CHANGES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5622 ***********************************************************************
 KV5622  DESIGNATION -  BURLINGTON ENDEAV FIRE CLK TWR
 KV5622  PID         -  KV5622
 KV5622  STATE/COUNTY-  NJ/BURLINGTON
 KV5622  USGS QUAD   -  BRISTOL (1981)
 KV5622
 KV5622                         *CURRENT SURVEY CONTROL
 KV5622  ___________________________________________________________________
 KV5622* NAD 83(1996)-  40 04 46.99439(N)    074 51 28.40026(W)     ADJUSTED  
 KV5622* NAVD 88     -                                                        
 KV5622  ___________________________________________________________________
 KV5622  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 KV5622  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV5622
 KV5622  HORZ ORDER  -  THIRD
 KV5622
 KV5622.The horizontal coordinates were established by classical geodetic methods
 KV5622.and adjusted by the National Geodetic Survey in September 1999..
 KV5622
 KV5622
 KV5622.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5622
 KV5622.The geoid height was determined by GEOID03.
 KV5622
 KV5622;                    North         East     Units Scale Factor Converg.
 KV5622;SPC NJ       -   138,426.716   119,477.070   MT  0.99991147   -0 13 49.5
 KV5622;SPC NJ       -   454,154.98    391,984.35   sFT  0.99991147   -0 13 49.5
 KV5622;SPC PA S     -    86,913.641   846,632.132   MT  0.99998034   +1 52 35.0
 KV5622;SPC PA S     -   285,149.17  2,777,658.92   sFT  0.99998034   +1 52 35.0
 KV5622;UTM  18      - 4,436,615.168   512,116.439   MT  0.99960181   +0 05 29.4
 KV5622
 KV5622                          SUPERSEDED SURVEY CONTROL
 KV5622
 KV5622  NAD 83(1986)-  40 04 46.99308(N)    074 51 28.40158(W) AD(       ) 4
 KV5622  NAD 27      -  40 04 46.59400(N)    074 51 29.80500(W) AD(       ) 3
 KV5622
 KV5622.Superseded values are not recommended for survey control.
 KV5622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5622.See file dsdata.txt to determine how the superseded data were derived.
 KV5622
 KV5622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1211636615(NAD 83)
 KV5622_MARKER: 55 = TOWER
 KV5622
 KV5622  HISTORY     - Date     Condition        Report By
 KV5622  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5622  HISTORY     - 1976     GOOD             NGS
 KV5622  HISTORY     - 20050514 GOOD             GEOCAC
 KV5622
 KV5622                          STATION DESCRIPTION
 KV5622
 KV5622'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5622'IN BURLINGTON, E UNION STREET BETWEEN HIGH AND LAWRENCE
 KV5622'STREETS.  THE FINIAL OF THE CLOCK TOWER.  INTERSECTION STATION.
 KV5622
 KV5622                          STATION RECOVERY (1976)
 KV5622
 KV5622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5622'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 KV5622
 KV5622                          STATION RECOVERY (2005)
 KV5622
 KV5622'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 KV5622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5656 ***********************************************************************
 KV5656  DESIGNATION -  BURLINGTON HERCULES WATER TANK
 KV5656  PID         -  KV5656
 KV5656  STATE/COUNTY-  NJ/BURLINGTON
 KV5656  USGS QUAD   -  BRISTOL (1981)
 KV5656
 KV5656                         *CURRENT SURVEY CONTROL
 KV5656  ___________________________________________________________________
 KV5656* NAD 83(1996)-  40 05 25.29296(N)    074 49 49.97976(W)     ADJUSTED  
 KV5656* NAVD 88     -                                                        
 KV5656  ___________________________________________________________________
 KV5656  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 KV5656  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV5656
 KV5656  HORZ ORDER  -  THIRD
 KV5656
 KV5656.The horizontal coordinates were established by classical geodetic methods
 KV5656.and adjusted by the National Geodetic Survey in September 1999..
 KV5656
 KV5656
 KV5656.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5656
 KV5656.The geoid height was determined by GEOID03.
 KV5656
 KV5656;                    North         East     Units Scale Factor Converg.
 KV5656;SPC NJ       -   139,598.841   121,813.099   MT  0.99990978   -0 12 46.3
 KV5656;SPC NJ       -   458,000.53    399,648.48   sFT  0.99990978   -0 12 46.3
 KV5656;SPC PA S     -    88,170.942   848,923.649   MT  0.99997916   +1 53 38.8
 KV5656;SPC PA S     -   289,274.17  2,785,177.01   sFT  0.99997916   +1 53 38.8
 KV5656;UTM  18      - 4,437,800.036   514,445.127   MT  0.99960257   +0 06 32.9
 KV5656
 KV5656                          SUPERSEDED SURVEY CONTROL
 KV5656
 KV5656  NAD 83(1986)-  40 05 25.29135(N)    074 49 49.97994(W) AD(       ) 4
 KV5656  NAD 27      -  40 05 24.89300(N)    074 49 51.39000(W) AD(       ) 3
 KV5656
 KV5656.Superseded values are not recommended for survey control.
 KV5656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5656.See file dsdata.txt to determine how the superseded data were derived.
 KV5656
 KV5656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1444537800(NAD 83)
 KV5656_MARKER: 53 = ELEVATED TANK
 KV5656
 KV5656  HISTORY     - Date     Condition        Report By
 KV5656  HISTORY     - 1958     FIRST OBSERVED   CGS
 KV5656  HISTORY     - 1976     GOOD             NGS
 KV5656  HISTORY     - 19940812 GOOD             USPSQD
 KV5656
 KV5656                          STATION DESCRIPTION
 KV5656
 KV5656'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 KV5656'THE STATION IS LOCATED AT THE EAST SIDE OF THE GROUNDS OF THE
 KV5656'PLANT, IN THE NORTH SECTION OF BURLINGTON.  THE STRUCTURE HAS
 KV5656'6-TUBULAR STEEL LEGS WITH A DOUBLE ELLIPSOIDAL SHAPED TANK ON
 KV5656'TOP AND ON TOP OF THE TANK IS A BALL SHAPED VENT.  THE STRUCTURE
 KV5656'IS PAINTED SILVER.  THE OVERALL HEIGHT OF THE STRUCTURE IS
 KV5656'APPROXIMATELY 130 FEET.  THE POINT INTERSECTED WAS THE BALL ON
 KV5656'TOP.
 KV5656
 KV5656                          STATION RECOVERY (1976)
 KV5656
 KV5656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5656'RECOVERED AS DESCRIBED ON THE GROUNDS OF THE HERCULES PLANT.
 KV5656
 KV5656                          STATION RECOVERY (1994)
 KV5656
 KV5656'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV5656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5618 ***********************************************************************
 KV5618  DESIGNATION -  BURLINGTON LIGHT
 KV5618  PID         -  KV5618
 KV5618  STATE/COUNTY-  NJ/BURLINGTON
 KV5618  USGS QUAD   -  BRISTOL (1981)
 KV5618
 KV5618                         *CURRENT SURVEY CONTROL
 KV5618  ___________________________________________________________________
 KV5618* NAD 83(1996)-  40 04 50.00343(N)    074 51 52.15165(W)     ADJUSTED  
 KV5618* NAVD 88     -                                                        
 KV5618  ___________________________________________________________________
 KV5618  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 KV5618  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV5618
 KV5618  HORZ ORDER  -  THIRD
 KV5618
 KV5618.The horizontal coordinates were established by classical geodetic methods
 KV5618.and adjusted by the National Geodetic Survey in September 1999..
 KV5618
 KV5618
 KV5618.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5618
 KV5618.The geoid height was determined by GEOID03.
 KV5618
 KV5618;                    North         East     Units Scale Factor Converg.
 KV5618;SPC NJ       -   138,521.800   118,914.765   MT  0.99991189   -0 14 04.9
 KV5618;SPC NJ       -   454,466.94    390,139.52   sFT  0.99991189   -0 14 04.9
 KV5618;SPC PA S     -    86,987.994   846,066.673   MT  0.99998024   +1 52 19.6
 KV5618;SPC PA S     -   285,393.11  2,775,803.74   sFT  0.99998024   +1 52 19.6
 KV5618;UTM  18      - 4,436,707.063   511,553.783   MT  0.99960164   +0 05 14.1
 KV5618
 KV5618                          SUPERSEDED SURVEY CONTROL
 KV5618
 KV5618  NAD 83(1986)-  40 04 50.00227(N)    074 51 52.15281(W) AD(       ) 4
 KV5618  NAD 27      -  40 04 49.60400(N)    074 51 53.55500(W) AD(       ) 3
 KV5618
 KV5618.Superseded values are not recommended for survey control.
 KV5618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5618.See file dsdata.txt to determine how the superseded data were derived.
 KV5618
 KV5618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1155436707(NAD 83)
 KV5618_MARKER: 14 = NAVIGATION LIGHT
 KV5618
 KV5618  HISTORY     - Date     Condition        Report By
 KV5618  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5618  HISTORY     - 1947     GOOD             CGS
 KV5618
 KV5618                          STATION DESCRIPTION
 KV5618
 KV5618'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5618'STATION RECOVERD IN GOOD CONDITION.  THE STRUCTURE DESCRIPTION
 KV5618'IN THE 1946 LIGHT LIST IS CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5608 ***********************************************************************
 KV5608  DESIGNATION -  BURLINGTON MUNICIPAL STANDPIPE
 KV5608  PID         -  KV5608
 KV5608  STATE/COUNTY-  NJ/BURLINGTON
 KV5608  USGS QUAD   -  BRISTOL (1981)
 KV5608
 KV5608                         *CURRENT SURVEY CONTROL
 KV5608  ___________________________________________________________________
 KV5608* NAD 83(1996)-  40 04 53.57882(N)    074 51 20.38593(W)     ADJUSTED  
 KV5608* NAVD 88     -                                                        
 KV5608  ___________________________________________________________________
 KV5608  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 KV5608  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV5608
 KV5608  HORZ ORDER  -  THIRD
 KV5608
 KV5608.The horizontal coordinates were established by classical geodetic methods
 KV5608.and adjusted by the National Geodetic Survey in September 1999..
 KV5608
 KV5608
 KV5608.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5608
 KV5608.The geoid height was determined by GEOID03.
 KV5608
 KV5608;                    North         East     Units Scale Factor Converg.
 KV5608;SPC NJ       -   138,629.022   119,667.746   MT  0.99991132   -0 13 44.4
 KV5608;SPC NJ       -   454,818.72    392,609.93   sFT  0.99991132   -0 13 44.4
 KV5608;SPC PA S     -    87,122.834   846,815.254   MT  0.99998013   +1 52 40.2
 KV5608;SPC PA S     -   285,835.50  2,778,259.71   sFT  0.99998013   +1 52 40.2
 KV5608;UTM  18      - 4,436,818.479   512,305.917   MT  0.99960186   +0 05 34.6
 KV5608
 KV5608                          SUPERSEDED SURVEY CONTROL
 KV5608
 KV5608  NAD 83(1986)-  40 04 53.57737(N)    074 51 20.38728(W) AD(       ) 4
 KV5608  NAD 27      -  40 04 53.17800(N)    074 51 21.79000(W) AD(       ) 3
 KV5608
 KV5608.Superseded values are not recommended for survey control.
 KV5608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5608.See file dsdata.txt to determine how the superseded data were derived.
 KV5608
 KV5608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1230636818(NAD 83)
 KV5608_MARKER: 52 = STANDPIPE TANK
 KV5608
 KV5608  HISTORY     - Date     Condition        Report By
 KV5608  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5608  HISTORY     - 1976     GOOD             NGS
 KV5608  HISTORY     - 19940617 GOOD             USPSQD
 KV5608  HISTORY     - 20050509 GOOD             GEOCAC
 KV5608
 KV5608                          STATION DESCRIPTION
 KV5608
 KV5608'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5608'THIS STATION IS THE CENTER OF THE CYLINDRICAL FLAT TOP MUNICIPAL
 KV5608'STANDPIPE ON N SIDE OF PEARL STREET BETWEEN YORK AND DILWYN
 KV5608'STREETS, NEARER YORK STREET.  THE STANDPIPE IS GRAY WITH A BLACK
 KV5608'BAND AT THE EXTREME TOP.  IT IS ABOUT 12 FEET IN DIAMETER AND 115
 KV5608'FEET HIGH.
 KV5608
 KV5608                          STATION RECOVERY (1976)
 KV5608
 KV5608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5608'THE STANDPIPE WAS RECOVERED AS DESCRIBED EXCEPT THAT IT IS NOW
 KV5608'PAINTED GRAY WITH NO MARKING.
 KV5608
 KV5608                          STATION RECOVERY (1994)
 KV5608
 KV5608'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV5608'RECOVERED IN GOOD CONDITION.
 KV5608
 KV5608                          STATION RECOVERY (2005)
 KV5608
 KV5608'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 KV5608'TANK NOW PAINTED PALE GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5663 ***********************************************************************
 KV5663  DESIGNATION -  BURLINGTON NATIONAL GYPSUM TK
 KV5663  PID         -  KV5663
 KV5663  STATE/COUNTY-  NJ/BURLINGTON
 KV5663  USGS QUAD   -  BRISTOL (1981)
 KV5663
 KV5663                         *CURRENT SURVEY CONTROL
 KV5663  ___________________________________________________________________
 KV5663* NAD 83(1996)-  40 06 34.23028(N)    074 49 41.80823(W)     ADJUSTED  
 KV5663* NAVD 88     -                                                        
 KV5663  ___________________________________________________________________
 KV5663  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 KV5663  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV5663
 KV5663  HORZ ORDER  -  THIRD
 KV5663
 KV5663.The horizontal coordinates were established by classical geodetic methods
 KV5663.and adjusted by the National Geodetic Survey in September 1999..
 KV5663
 KV5663
 KV5663.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5663
 KV5663.The geoid height was determined by GEOID03.
 KV5663
 KV5663;                    North         East     Units Scale Factor Converg.
 KV5663;SPC NJ       -   141,724.185   122,014.504   MT  0.99990964   -0 12 41.4
 KV5663;SPC NJ       -   464,973.43    400,309.25   sFT  0.99990964   -0 12 41.4
 KV5663;SPC PA S     -    90,302.400   849,046.784   MT  0.99997713   +1 53 44.1
 KV5663;SPC PA S     -   296,267.12  2,785,580.99   sFT  0.99997713   +1 53 44.1
 KV5663;UTM  18      - 4,439,925.825   514,634.524   MT  0.99960264   +0 06 38.3
 KV5663
 KV5663                          SUPERSEDED SURVEY CONTROL
 KV5663
 KV5663  NAD 83(1986)-  40 06 34.22917(N)    074 49 41.80834(W) AD(       ) 4
 KV5663  NAD 27      -  40 06 33.83100(N)    074 49 43.21900(W) AD(       ) 3
 KV5663
 KV5663.Superseded values are not recommended for survey control.
 KV5663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5663.See file dsdata.txt to determine how the superseded data were derived.
 KV5663
 KV5663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1463539926(NAD 83)
 KV5663_MARKER: 53 = ELEVATED TANK
 KV5663
 KV5663  HISTORY     - Date     Condition        Report By
 KV5663  HISTORY     - 1958     FIRST OBSERVED   CGS
 KV5663  HISTORY     - 1976     GOOD             NGS
 KV5663  HISTORY     - 19940812 GOOD             USPSQD
 KV5663
 KV5663                          STATION DESCRIPTION
 KV5663
 KV5663'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 KV5663'THE STATION IS LOCATED ON THE NORTH SIDE OF THE PLANT GROUNDS,
 KV5663'IN THE NORTH SECTION OF BURLINGTON AND ABOUT 0.15 MILE EAST OF THE
 KV5663'DELAWARE RIVER.  IT IS A 4-LEGGED, TUBULAR LEGS, STEEL STRUCTURE
 KV5663'WITH A HEMI ELLIPSOIDAL SHAPED TANK ON TOP, WITH A BALL ON
 KV5663'TOP.  THE STRUCTURE IS PAINTED SILVER AND THE OVERALL HEIGHT IS
 KV5663'APPROXIMATELY 110 FEET.  THE POINT INTERSECTED WAS THE BALL ON
 KV5663'TOP.
 KV5663
 KV5663                          STATION RECOVERY (1976)
 KV5663
 KV5663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5663'THE STATION ATOP THE TANK WAS RECOVERED AS DESCRIBED.  THE
 KV5663'STATION IS IN GOOD CONDITION.
 KV5663
 KV5663                          STATION RECOVERY (1994)
 KV5663
 KV5663'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV5663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5625 ***********************************************************************
 KV5625  DESIGNATION -  BURLINGTON PRESB CHURCH DOME
 KV5625  PID         -  KV5625
 KV5625  STATE/COUNTY-  NJ/BURLINGTON
 KV5625  USGS QUAD   -  BRISTOL (1981)
 KV5625
 KV5625                         *CURRENT SURVEY CONTROL
 KV5625  ___________________________________________________________________
 KV5625* NAD 83(1996)-  40 04 50.42460(N)    074 51 33.27582(W)     ADJUSTED  
 KV5625* NAVD 88     -                                                        
 KV5625  ___________________________________________________________________
 KV5625  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 KV5625  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV5625
 KV5625  HORZ ORDER  -  THIRD
 KV5625
 KV5625.The horizontal coordinates were established by classical geodetic methods
 KV5625.and adjusted by the National Geodetic Survey in September 1999..
 KV5625
 KV5625
 KV5625.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5625
 KV5625.The geoid height was determined by GEOID03.
 KV5625
 KV5625;                    North         East     Units Scale Factor Converg.
 KV5625;SPC NJ       -   138,532.971   119,361.992   MT  0.99991155   -0 13 52.7
 KV5625;SPC NJ       -   454,503.59    391,606.80   sFT  0.99991155   -0 13 52.7
 KV5625;SPC PA S     -    87,015.600   846,513.217   MT  0.99998023   +1 52 31.8
 KV5625;SPC PA S     -   285,483.68  2,777,268.78   sFT  0.99998023   +1 52 31.8
 KV5625;UTM  18      - 4,436,720.742   512,000.802   MT  0.99960177   +0 05 26.3
 KV5625
 KV5625                          SUPERSEDED SURVEY CONTROL
 KV5625
 KV5625  NAD 83(1986)-  40 04 50.42353(N)    074 51 33.27657(W) AD(       ) 4
 KV5625  NAD 27      -  40 04 50.02600(N)    074 51 34.68000(W) AD(       ) 3
 KV5625
 KV5625.Superseded values are not recommended for survey control.
 KV5625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5625.See file dsdata.txt to determine how the superseded data were derived.
 KV5625
 KV5625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1200136721(NAD 83)
 KV5625_MARKER: 87 = DOME
 KV5625
 KV5625  HISTORY     - Date     Condition        Report By
 KV5625  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5625  HISTORY     - 1947     GOOD             CGS
 KV5625  HISTORY     - 1976     GOOD             NGS
 KV5625  HISTORY     - 19940812 MARK NOT FOUND   USPSQD
 KV5625  HISTORY     - 19960524 GOOD             USPSQD
 KV5625
 KV5625                          STATION DESCRIPTION
 KV5625
 KV5625'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5625'IN BURLINGTON, AT PEARL AND HIGH STREETS.  THE FINIAL ON THE
 KV5625'CHURCH DOME.  INTERSECTION STATION.
 KV5625
 KV5625                          STATION RECOVERY (1947)
 KV5625
 KV5625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5625'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5625'ADEQUATE WITH THE FOLLOWING CHANGE--
 KV5625'
 KV5625'ADD THE GOLD-PAINTED DOME IS ATOP A WHITE BELFRY.
 KV5625
 KV5625                          STATION RECOVERY (1976)
 KV5625
 KV5625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5625'RECOVERED AS DESCRIBED BY R.J.S. IN 1947 AND IN GOOD CONDITION.
 KV5625
 KV5625                          STATION RECOVERY (1994)
 KV5625
 KV5625'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV5625'MARK NOT FOUND.
 KV5625
 KV5625                          STATION RECOVERY (1996)
 KV5625
 KV5625'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV5625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5620 ***********************************************************************
 KV5620  DESIGNATION -  BURLINGTON ST MARYS CH SPIRE
 KV5620  PID         -  KV5620
 KV5620  STATE/COUNTY-  NJ/BURLINGTON
 KV5620  USGS QUAD   -  BRISTOL (1981)
 KV5620
 KV5620                         *CURRENT SURVEY CONTROL
 KV5620  ___________________________________________________________________
 KV5620* NAD 83(1996)-  40 04 37.67113(N)    074 51 42.35332(W)     ADJUSTED  
 KV5620* NAVD 88     -                                                        
 KV5620  ___________________________________________________________________
 KV5620  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 KV5620  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV5620
 KV5620  HORZ ORDER  -  THIRD
 KV5620
 KV5620.The horizontal coordinates were established by classical geodetic methods
 KV5620.and adjusted by the National Geodetic Survey in September 1999..
 KV5620
 KV5620
 KV5620.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5620
 KV5620.The geoid height was determined by GEOID03.
 KV5620
 KV5620;                    North         East     Units Scale Factor Converg.
 KV5620;SPC NJ       -   138,140.520   119,145.344   MT  0.99991172   -0 13 58.5
 KV5620;SPC NJ       -   453,216.02    390,896.02   sFT  0.99991172   -0 13 58.5
 KV5620;SPC PA S     -    86,615.423   846,311.130   MT  0.99998063   +1 52 25.9
 KV5620;SPC PA S     -   284,170.77  2,776,605.77   sFT  0.99998063   +1 52 25.9
 KV5620;UTM  18      - 4,436,327.202   511,786.429   MT  0.99960171   +0 05 20.4
 KV5620
 KV5620                          SUPERSEDED SURVEY CONTROL
 KV5620
 KV5620  NAD 83(1986)-  40 04 37.66926(N)    074 51 42.35651(W) AD(       ) 4
 KV5620  NAD 27      -  40 04 37.27100(N)    074 51 43.75100(W) AD(       ) 3
 KV5620
 KV5620.Superseded values are not recommended for survey control.
 KV5620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5620.See file dsdata.txt to determine how the superseded data were derived.
 KV5620
 KV5620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1178636327(NAD 83)
 KV5620_MARKER: 90 = CHURCH SPIRE
 KV5620
 KV5620  HISTORY     - Date     Condition        Report By
 KV5620  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5620  HISTORY     - 1935     GOOD             CGS
 KV5620  HISTORY     - 1976     GOOD             NGS
 KV5620  HISTORY     - 19940617 GOOD             USPSQD
 KV5620  HISTORY     - 20050509 GOOD             GEOCAC
 KV5620
 KV5620                          STATION DESCRIPTION
 KV5620
 KV5620'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5620'THIS STATION IS THE CROSS AT THE TIP OF THE SPIRE OF SAINT
 KV5620'MARYS CHURCH IN SMALL CEMETERY ON W SIDE OF BROAD STREET BETWEEN
 KV5620'TALBOT AND WOOD STREETS.  IN PLAN THE CHURCH IS A CROSS WITH
 KV5620'OCTAGONAL SPIRE AT CENTER OF CROSS.  THE SPIRE HAS LOUVERED
 KV5620'DORMER OPENINGS ON FOUR SIDES ABOUT HALF-WAY TO TOP.  THE
 KV5620'ENTIRE CHURCH INCLUDING THE SPIRE IS BROWN STONE.  THERE IS A
 KV5620'WROUGHT IRON CROSS AT THE TIP OF THE SPIRE.
 KV5620
 KV5620                          STATION RECOVERY (1935)
 KV5620
 KV5620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5620'IN BURLINGTON, ON BROAD STREET BETWEEN TALBOT AND WOOD
 KV5620'STREETS.  THE SPIRE ON THE BROWN STONE CHURCH BUILDING.
 KV5620
 KV5620                          STATION RECOVERY (1976)
 KV5620
 KV5620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5620'STATION RECOVERED AS DESCRIBED IN 1933.  THE SPIRE AND CROSS
 KV5620'ARE IN GOOD CONDITION.
 KV5620
 KV5620                          STATION RECOVERY (1994)
 KV5620
 KV5620'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV5620'RECOVERED IN GOOD CONDITION.
 KV5620
 KV5620                          STATION RECOVERY (2005)
 KV5620
 KV5620'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 KV5620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5610 ***********************************************************************
 KV5610  DESIGNATION -  BURLINGTON ST PAULS CH SPIRE
 KV5610  PID         -  KV5610
 KV5610  STATE/COUNTY-  NJ/BURLINGTON
 KV5610  USGS QUAD   -  BRISTOL (1981)
 KV5610
 KV5610                         *CURRENT SURVEY CONTROL
 KV5610  ___________________________________________________________________
 KV5610* NAD 83(1996)-  40 04 46.92806(N)    074 51 14.04337(W)     ADJUSTED  
 KV5610* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5610  ___________________________________________________________________
 KV5610  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 KV5610  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV5610
 KV5610  HORZ ORDER  -  SECOND
 KV5610
 KV5610.The horizontal coordinates were established by classical geodetic methods
 KV5610.and adjusted by the National Geodetic Survey in September 1999..
 KV5610
 KV5610.The orthometric height was scaled from a topographic map.
 KV5610
 KV5610.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5610
 KV5610.The geoid height was determined by GEOID03.
 KV5610
 KV5610;                    North         East     Units Scale Factor Converg.
 KV5610;SPC NJ       -   138,423.311   119,817.185   MT  0.99991121   -0 13 40.3
 KV5610;SPC NJ       -   454,143.81    393,100.21   sFT  0.99991121   -0 13 40.3
 KV5610;SPC PA S     -    86,922.742   846,972.166   MT  0.99998034   +1 52 44.3
 KV5610;SPC PA S     -   285,179.03  2,778,774.51   sFT  0.99998034   +1 52 44.3
 KV5610;UTM  18      - 4,436,613.674   512,456.463   MT  0.99960191   +0 05 38.6
 KV5610
 KV5610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5610!SPC NJ       -   1.00000473  x   0.99991121  =   0.99991594
 KV5610!SPC PA S     -   1.00000473  x   0.99998034  =   0.99998507
 KV5610!UTM  18      -   1.00000473  x   0.99960191  =   0.99960664
 KV5610
 KV5610:                Primary Azimuth Mark                     Grid Az
 KV5610:SPC NJ       -  BRISTOL ST JAMES PRESB SPIRE             001 06 20.6
 KV5610:SPC PA S     -  BRISTOL ST JAMES PRESB SPIRE             358 59 56.0
 KV5610:UTM  18      -  BRISTOL ST JAMES PRESB SPIRE             000 47 01.7
 KV5610
 KV5610|---------------------------------------------------------------------|
 KV5610| PID    Reference Object                     Distance      Geod. Az  |
 KV5610|                                                           dddmmss.s |
 KV5610| KV5613 BRISTOL ST JAMES PRESB SPIRE        APPROX. 2.0 KM 0005240.3 |
 KV5610| KV5612 SPUR 32 USE 1935                    490.985 METERS 0015223.3 |
 KV5610| KV5595 BRISTOL GRUNDY CO INC TANK          APPROX. 2.7 KM 0031058.8 |
 KV5610| KV5682 BURLINGTON BRISTOL BR TWR N LT      APPROX. 1.4 KM 2794558.9 |
 KV5610| KV5606 BRISTOL ME CHURCH SPIRE             APPROX. 1.9 KM 3564228.6 |
 KV5610|---------------------------------------------------------------------|
 KV5610
 KV5610                          SUPERSEDED SURVEY CONTROL
 KV5610
 KV5610  NAD 83(1986)-  40 04 46.92701(N)    074 51 14.04394(W) AD(       ) 2
 KV5610  NAD 27      -  40 04 46.52800(N)    074 51 15.44800(W) AD(       ) 2
 KV5610
 KV5610.Superseded values are not recommended for survey control.
 KV5610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5610.See file dsdata.txt to determine how the superseded data were derived.
 KV5610
 KV5610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1245636614(NAD 83)
 KV5610_MARKER: 90 = CHURCH SPIRE
 KV5610
 KV5610  HISTORY     - Date     Condition        Report By
 KV5610  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5610  HISTORY     - 1935     GOOD             CGS
 KV5610  HISTORY     - 1976     GOOD             NGS
 KV5610  HISTORY     - 19960524 GOOD             USPSQD
 KV5610  HISTORY     - 20050509 GOOD             GEOCAC
 KV5610
 KV5610                          STATION DESCRIPTION
 KV5610
 KV5610'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5610'THIS STATION IS THE GOLD CROSS AT THE TOP OF THE SPIRE OF THE
 KV5610'SAINT PAULS CATHOLIC CHURCH AT THE SW CORNER OF UNION AND
 KV5610'SAINT MARYS STREETS, FACING UNION STREET.  THE CHURCH IS A GRAY
 KV5610'STONE BUILDING WITH A GRAY STONE TOWER IN THE NE CORNER.  THE
 KV5610'TOWER HAS AN OCTAGONAL YELLOW STONE BELFRY WITH OPEN PORTALS
 KV5610'ON EACH OF THE EIGHT SIDES.  ON TOP OF THE BELFRY IS A SMALL
 KV5610'CUPOLA WITH DOME AND GOLD CROSS.
 KV5610
 KV5610                          STATION RECOVERY (1935)
 KV5610
 KV5610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5610'IN BURLINGTON, AT E UNION AND SAINT MARYS STREETS.  THE SPIRE ON
 KV5610'THE CHURCH.  THE BELFRY MAY BE OCCUPIED CENTRALLY UNDER THE SPIRE.
 KV5610'
 KV5610'USED AS A MAIN SCHEME STATION.
 KV5610
 KV5610                          STATION RECOVERY (1976)
 KV5610
 KV5610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5610'THE STATION WAS RECOVERED AS DESCRIBED IN 1933 AND IN GOOD
 KV5610'CONDITION.
 KV5610
 KV5610                          STATION RECOVERY (1996)
 KV5610
 KV5610'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV5610'RECOVERED IN GOOD CONDITION.
 KV5610
 KV5610                          STATION RECOVERY (2005)
 KV5610
 KV5610'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 KV5610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5602 ***********************************************************************
 KV5602  DESIGNATION -  BURLINGTON US PIPE STANDPIPE
 KV5602  PID         -  KV5602
 KV5602  STATE/COUNTY-  NJ/BURLINGTON
 KV5602  USGS QUAD   -  BRISTOL (1981)
 KV5602
 KV5602                         *CURRENT SURVEY CONTROL
 KV5602  ___________________________________________________________________
 KV5602* NAD 83(1996)-  40 04 57.04126(N)    074 50 41.15056(W)     ADJUSTED  
 KV5602* NAVD 88     -                                                        
 KV5602  ___________________________________________________________________
 KV5602  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 KV5602  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV5602
 KV5602  HORZ ORDER  -  THIRD
 KV5602
 KV5602.The horizontal coordinates were established by classical geodetic methods
 KV5602.and adjusted by the National Geodetic Survey in September 1999..
 KV5602
 KV5602
 KV5602.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5602
 KV5602.The geoid height was determined by GEOID03.
 KV5602
 KV5602;                    North         East     Units Scale Factor Converg.
 KV5602;SPC NJ       -   138,732.147   120,597.645   MT  0.99991064   -0 13 19.2
 KV5602;SPC NJ       -   455,157.05    395,660.77   sFT  0.99991064   -0 13 19.2
 KV5602;SPC PA S     -    87,260.085   847,740.797   MT  0.99998003   +1 53 05.6
 KV5602;SPC PA S     -   286,285.80  2,781,296.26   sFT  0.99998003   +1 53 05.6
 KV5602;UTM  18      - 4,436,926.794   513,234.934   MT  0.99960216   +0 05 59.8
 KV5602
 KV5602                          SUPERSEDED SURVEY CONTROL
 KV5602
 KV5602  NAD 83(1986)-  40 04 57.04039(N)    074 50 41.15053(W) AD(       ) 4
 KV5602  NAD 27      -  40 04 56.64200(N)    074 50 42.55500(W) AD(       ) 3
 KV5602
 KV5602.Superseded values are not recommended for survey control.
 KV5602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5602.See file dsdata.txt to determine how the superseded data were derived.
 KV5602
 KV5602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1323536927(NAD 83)
 KV5602_MARKER: 52 = STANDPIPE TANK
 KV5602
 KV5602  HISTORY     - Date     Condition        Report By
 KV5602  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5602  HISTORY     - 1947     GOOD             CGS
 KV5602
 KV5602                          STATION DESCRIPTION
 KV5602
 KV5602'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5602'IN E BURLINGTON, ON PROPERTY OF THE PIPE COMPANY, W SIDE OF
 KV5602'THE ENTRANCE.  THE CENTRAL AXIS OF THE 80-FOOT RED STANDPIPE.
 KV5602
 KV5602                          STATION RECOVERY (1947)
 KV5602
 KV5602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5602'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION
 KV5602'IS ADEQUATE WITH THE FOLLOWING CHANGE--
 KV5602'
 KV5602'CHANGE RED TO SILVER-COLORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5636 ***********************************************************************
 KV5636  DESIGNATION -  BURLINGTON US PIPE TANK
 KV5636  PID         -  KV5636
 KV5636  STATE/COUNTY-  NJ/BURLINGTON
 KV5636  USGS QUAD   -  BRISTOL (1981)
 KV5636
 KV5636                         *CURRENT SURVEY CONTROL
 KV5636  ___________________________________________________________________
 KV5636* NAD 83(1996)-  40 05 15.13665(N)    074 50 20.67855(W)     ADJUSTED  
 KV5636* NAVD 88     -                                                        
 KV5636  ___________________________________________________________________
 KV5636  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 KV5636  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV5636
 KV5636  HORZ ORDER  -  THIRD
 KV5636
 KV5636.The horizontal coordinates were established by classical geodetic methods
 KV5636.and adjusted by the National Geodetic Survey in September 1999..
 KV5636
 KV5636
 KV5636.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5636
 KV5636.The geoid height was determined by GEOID03.
 KV5636
 KV5636;                    North         East     Units Scale Factor Converg.
 KV5636;SPC NJ       -   139,288.352   121,084.746   MT  0.99991029   -0 13 06.1
 KV5636;SPC NJ       -   456,981.87    397,258.87   sFT  0.99991029   -0 13 06.1
 KV5636;SPC PA S     -    87,833.862   848,207.153   MT  0.99997947   +1 53 18.9
 KV5636;SPC PA S     -   288,168.26  2,782,826.30   sFT  0.99997947   +1 53 18.9
 KV5636;UTM  18      - 4,437,485.556   513,718.753   MT  0.99960232   +0 06 13.1
 KV5636
 KV5636                          SUPERSEDED SURVEY CONTROL
 KV5636
 KV5636  NAD 83(1986)-  40 05 15.13627(N)    074 50 20.67842(W) AD(       ) 4
 KV5636  NAD 27      -  40 05 14.73800(N)    074 50 22.08400(W) AD(       ) 3
 KV5636
 KV5636.Superseded values are not recommended for survey control.
 KV5636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5636.See file dsdata.txt to determine how the superseded data were derived.
 KV5636
 KV5636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1371937486(NAD 83)
 KV5636_MARKER: 53 = ELEVATED TANK
 KV5636
 KV5636  HISTORY     - Date     Condition        Report By
 KV5636  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5636  HISTORY     - 1976     GOOD             NGS
 KV5636  HISTORY     - 19940812 GOOD             USPSQD
 KV5636
 KV5636                          STATION DESCRIPTION
 KV5636
 KV5636'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5636'IN E BURLINGTON AT THE E END OF THE PIPE COMPANYS PROPERTY.  THE
 KV5636'FINIAL OF THE 90-FOOT ALUMINUM PAINTED ELEVATED WATER TANK.
 KV5636
 KV5636                          STATION RECOVERY (1976)
 KV5636
 KV5636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5636'THE STATION WAS RECOVERED AS DESCRIBED.  IT IS PAINTED SILVER
 KV5636'AND HAS BEEN SUBJECT TO WEATHERING.
 KV5636
 KV5636                          STATION RECOVERY (1994)
 KV5636
 KV5636'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV5636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU4050 ***********************************************************************
 KU4050  DESIGNATION -  BURNETT
 KU4050  PID         -  KU4050
 KU4050  STATE/COUNTY-  NJ/BERGEN
 KU4050  USGS QUAD   -  YONKERS (1979)
 KU4050
 KU4050                         *CURRENT SURVEY CONTROL
 KU4050  ___________________________________________________________________
 KU4050* NAD 83(1996)-  40 58 35.82997(N)    073 54 32.89649(W)     ADJUSTED  
 KU4050* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 KU4050  ___________________________________________________________________
 KU4050  LAPLACE CORR-           6.57  (seconds)                    DEFLEC99
 KU4050  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KU4050
 KU4050  HORZ ORDER  -  SECOND
 KU4050
 KU4050.The horizontal coordinates were established by classical geodetic methods
 KU4050.and adjusted by the National Geodetic Survey in September 1999..
 KU4050
 KU4050.The orthometric height was scaled from a topographic map.
 KU4050
 KU4050.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4050
 KU4050.The geoid height was determined by GEOID03.
 KU4050
 KU4050;                    North         East     Units Scale Factor Converg.
 KU4050;SPC NJ       -   238,119.460   199,725.006   MT  0.99993042   +0 23 14.9
 KU4050;SPC NJ       -   781,230.26    655,264.46   sFT  0.99993042   +0 23 14.9
 KU4050;SPC NY E     -   238,119.460   199,725.006   MT  0.99993042   +0 23 14.9
 KU4050;SPC NY E     -   781,230.26    655,264.46   sFT  0.99993042   +0 23 14.9
 KU4050;SPC NY L     -    89,947.031   307,647.377   MT  0.99999733   +0 03 34.0
 KU4050;SPC NY L     -   295,101.22  1,009,339.77   sFT  0.99999733   +0 03 34.0
 KU4050;UTM  18      - 4,536,734.551   591,776.371   MT  0.99970367   +0 42 55.4
 KU4050
 KU4050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4050!SPC NJ       -   0.99998112  x   0.99993042  =   0.99991154
 KU4050!SPC NY E     -   0.99998112  x   0.99993042  =   0.99991154
 KU4050!SPC NY L     -   0.99998112  x   0.99999733  =   0.99997845
 KU4050!UTM  18      -   0.99998112  x   0.99970367  =   0.99968479
 KU4050
 KU4050:                Primary Azimuth Mark                     Grid Az
 KU4050:SPC NJ       -  HASTINGS ON HUD AM BRASS CO TK           043 56 52.5
 KU4050:SPC NY E     -  HASTINGS ON HUD AM BRASS CO TK           043 56 52.5
 KU4050:SPC NY L     -  HASTINGS ON HUD AM BRASS CO TK           044 16 33.4
 KU4050:UTM  18      -  HASTINGS ON HUD AM BRASS CO TK           043 37 12.0
 KU4050
 KU4050|---------------------------------------------------------------------|
 KU4050| PID    Reference Object                     Distance      Geod. Az  |
 KU4050|                                                           dddmmss.s |
 KU4050| KU4090 HASTINGS ON HUD AM BRASS CO TK      APPROX. 2.7 KM 0442007.4 |
 KU4050| KU4099 UNION                               APPROX. 2.8 KM 0720737.0 |
 KU4050| KU4080 HASTINGS ON HUDSON STANDPIPE        APPROX. 2.9 KM 0724357.9 |
 KU4050| KU4087 GREENHOUSE GLASS DOME               APPROX. 2.1 KM 1040210.5 |
 KU4050| KU4091 MONASTERY YONKERS SAC HEART SP      APPROX. 3.5 KM 1455752.3 |
 KU4050| KU4111 YONKERS ALEXANDER SMITH CO STK      APPROX. 4.7 KM 1635706.4 |
 KU4050| KU4113 YONKERS OTIS ELEVATOR CO TANK       APPROX. 4.2 KM 1683223.6 |
 KU4050| KU4108 YONKERS NATL SUGAR MILL STACK       APPROX. 4.8 KM 1745043.5 |
 KU4050|---------------------------------------------------------------------|
 KU4050
 KU4050                          SUPERSEDED SURVEY CONTROL
 KU4050
 KU4050  NAD 83(1996)-  40 58 35.82996(N)    073 54 32.89649(W) AD(       ) 2
 KU4050  NAD 83(1996)-  40 58 35.83024(N)    073 54 32.89714(W) AD(       ) 2
 KU4050  NAD 83(1992)-  40 58 35.82824(N)    073 54 32.89787(W) AD(       ) 2
 KU4050  NAD 83(1986)-  40 58 35.83130(N)    073 54 32.89541(W) AD(       ) 2
 KU4050  NAD 27      -  40 58 35.47900(N)    073 54 34.40900(W) AD(       ) 2
 KU4050
 KU4050.Superseded values are not recommended for survey control.
 KU4050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4050.See file dsdata.txt to determine how the superseded data were derived.
 KU4050
 KU4050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9177636735(NAD 83)
 KU4050_MARKER: H = DRILL HOLE
 KU4050_SETTING: 66 = SET IN ROCK OUTCROP
 KU4050
 KU4050  HISTORY     - Date     Condition        Report By
 KU4050  HISTORY     - 1930     MONUMENTED       CGS
 KU4050  HISTORY     - 20050810 GOOD             INDIV
 KU4050  HISTORY     - 20060430 GOOD             GEOCAC
 KU4050
 KU4050                          STATION DESCRIPTION
 KU4050
 KU4050'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 KU4050'ON THE BROW OF THE PALISADES, 1.94 MILES N ALONG THE SYLVAN
 KU4050'BOULEVARD, FROM ROAD LEADING TO YONKERS FERRY ON THE PROPERTY OF
 KU4050'DR. J.C. BARNETT.  THE GATE TO THE GROUNDS IS OPPOSITE A POLE
 KU4050'MARKED R.E. CO. NO.181.
 KU4050'
 KU4050'STATION IS ABOUT 40 METERS S OF DEEP DRAW EXTENDING BACK INTO THE
 KU4050'PALISADES AND ABOUT 20 METERS N OF NARROW POINT OF ROCK JUTTING
 KU4050'OUT FROM THE CLIFF.  STATION IS A CROSS CHISELED INTO ROCK WITH
 KU4050'SHALLOW DRILL HOLE IN THE INTERSECTION.  THE HOUSE NEAR THE
 KU4050'STATION IS SHAPED LIKE SMALL HANGAR, PAINTED GREEN, WITH ROCK
 KU4050'FIREPLACE ON S END.
 KU4050'
 KU4050'AT THIS STATION, ALEX SMITH STACK IN YONKERS CAN BE SEEN BETWEEN
 KU4050'THE TWIN STACKS ON THE GLENWOOD POWER STATION, A LITTLE TO THE
 KU4050'RIGHT OF THE MIDDLE POINT.
 KU4050'
 KU4050'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.5 METERS.
 KU4050
 KU4050                          STATION RECOVERY (2005)
 KU4050
 KU4050'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JKM)
 KU4050' 
 KU4050'THIS STATION IS NOW ON PALISADES INTERSTATE PARK PROPERTY AND IS
 KU4050'ACCESSIBLE VIA PARK TRAILS.  THE GREEN-PAINTED HOUSE NEAR THE STATION
 KU4050'NO LONGER EXISTS.  THE GLENWOOD POWER STATION STACKS CAN STILL BE
 KU4050'VIEWED FROM THIS STATION.
 KU4050
 KU4050                          STATION RECOVERY (2006)
 KU4050
 KU4050'RECOVERY NOTE BY GEOCACHING 2006
 KU4050'PARKED AT PARKING AREA ON ROUTE 9W BY PEDESTRIAN OVERPASS OF PALISADES
 KU4050'PARKWAY.  FOLLOWED THE LONG PATH SOUTH (BLAZED IN TURQUOISE), THEN
 KU4050'NORTH ON UNMARKED TRAIL.  FOUND BY DESCRIOTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4364 ***********************************************************************
 JU4364  DESIGNATION -  BURNETT
 JU4364  PID         -  JU4364
 JU4364  STATE/COUNTY-  NJ/ATLANTIC
 JU4364  USGS QUAD   -  DOROTHY (1994)
 JU4364
 JU4364                         *CURRENT SURVEY CONTROL
 JU4364  ___________________________________________________________________
 JU4364* NAD 83(1996)-  39 25 54.25518(N)    074 47 59.45064(W)     ADJUSTED  
 JU4364* NAVD 88     -        24.4    (meters)      80.     (feet)  GPS OBS   
 JU4364  ___________________________________________________________________
 JU4364  X           -   1,293,396.036 (meters)                     COMP
 JU4364  Y           -  -4,760,438.156 (meters)                     COMP
 JU4364  Z           -   4,029,446.636 (meters)                     COMP
 JU4364  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 JU4364  ELLIP HEIGHT-          -9.49  (meters)          (10/23/02) GPS OBS
 JU4364  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JU4364
 JU4364  HORZ ORDER  -  FIRST
 JU4364  ELLP ORDER  -  FOURTH    CLASS I
 JU4364
 JU4364.The horizontal coordinates were established by GPS observations
 JU4364.and adjusted by the National Geodetic Survey in May 1999..
 JU4364
 JU4364.The orthometric height was determined by GPS observations and a
 JU4364.high-resolution geoid model.
 JU4364
 JU4364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4364
 JU4364.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4364
 JU4364.The ellipsoidal height was determined by GPS observations
 JU4364.and is referenced to NAD 83.
 JU4364
 JU4364.The geoid height was determined by GEOID03.
 JU4364
 JU4364;                    North         East     Units Scale Factor Converg.
 JU4364;SPC NJ       -    66,469.906   124,186.448   MT  0.99990820   -0 11 25.6
 JU4364;SPC NJ       -   218,076.68    407,435.04   sFT  0.99990820   -0 11 25.6
 JU4364;UTM  18      - 4,364,707.853   517,225.751   MT  0.99960365   +0 07 37.7
 JU4364
 JU4364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4364!SPC NJ       -   1.00000149  x   0.99990820  =   0.99990969
 JU4364!UTM  18      -   1.00000149  x   0.99960365  =   0.99960514
 JU4364
 JU4364                          SUPERSEDED SURVEY CONTROL
 JU4364
 JU4364  ELLIP H (05/14/99)   -9.47   (m)                       GP(       ) 4 1
 JU4364  NAD 83(1992)-  39 25 54.24562(N)    074 47 59.44983(W) AD(       ) 1
 JU4364
 JU4364.Superseded values are not recommended for survey control.
 JU4364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4364.See file dsdata.txt to determine how the superseded data were derived.
 JU4364
 JU4364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1722664708(NAD 83)
 JU4364_MARKER: DD = SURVEY DISK
 JU4364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4364_SP_SET: CONCRETE POST
 JU4364_STAMPING: BURNETT 1993
 JU4364_MARK LOGO: HAMTWP
 JU4364_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 JU4364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4364+STABILITY: SURFACE MOTION
 JU4364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4364+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JU4364
 JU4364  HISTORY     - Date     Condition        Report By
 JU4364  HISTORY     - 1993     MONUMENTED       HAMTWP
 JU4364
 JU4364                          STATION DESCRIPTION
 JU4364
 JU4364'DESCRIBED BY HAMILTON TOWNSHIP NEW JERSEY 1993
 JU4364'IN HAMILTON TOWNSHIP AT THE INTERSECTION OF SIXTEENTH AVENUE AND
 JU4364'BURNETT AVENUE.  TO REACH FROM THE SOUTH JUNCTION OF STATE ROUTE 50
 JU4364'AND U.S. ROUTE 40 IN MAYS LANDING GO WEST ON ROUTE 40 FOR 1.8 KM
 JU4364'(1.1 MI) TO THE JUNCTION OF U.S. ROUTE 40 AND COUNTY ROUTE 552, GO
 JU4364'WEST ON COUNTY ROUTE 552 FOR 3.9 KM (2.4 MI) TO PITTSBURG AVENUE,
 JU4364'THEN SOUTH ON SIXTEENTH AVENUE FOR ABOUT 90 M (295.3 FT) TO THE
 JU4364'STATION ON THE RIGHT.
 JU4364'THE STATION IS SET FLUSH WITH THE GROUND ON THE NORTH SIDE OF
 JU4364'SIXTEENTH AVENUE, 1.4 M (4.6 FT) NORTH OF THE NORTH EDGE OF PAVEMENT.
 JU4364'THE STATION IS 17.12 M (56.17 FT) WEST OF A NAIL AT THE INTERSECTION
 JU4364'OF CENTERLINES OF SIXTEENTH AVENUE AND BURNETT AVENUE, 11.24 M
 JU4364'(36.88 FT) SOUTHWEST OF A NAIL IN A WOODEN POST THAT PROJECTS 0.8 M
 JU4364'(2.6 FT) ABOVE GROUND, AND 15.72 M (51.57 FT) EAST OF A NAIL IN POLE
 JU4364'SJ 3038.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3978 ***********************************************************************
 KV3978  DESIGNATION -  BUSH
 KV3978  PID         -  KV3978
 KV3978  STATE/COUNTY-  NJ/BERGEN
 KV3978  USGS QUAD   -  WEEHAWKEN (1995)
 KV3978
 KV3978                         *CURRENT SURVEY CONTROL
 KV3978  ___________________________________________________________________
 KV3978* NAD 83(1996)-  40 50 05.70875(N)    074 07 18.63413(W)     ADJUSTED  
 KV3978* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV3978  ___________________________________________________________________
 KV3978  LAPLACE CORR-           6.38  (seconds)                    DEFLEC99
 KV3978  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV3978
 KV3978  HORZ ORDER  -  THIRD
 KV3978
 KV3978.The horizontal coordinates were established by classical geodetic methods
 KV3978.and adjusted by the National Geodetic Survey in September 1999..
 KV3978
 KV3978.The orthometric height was scaled from a topographic map.
 KV3978
 KV3978.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3978
 KV3978.The geoid height was determined by GEOID03.
 KV3978
 KV3978;                    North         East     Units Scale Factor Converg.
 KV3978;SPC NJ       -   222,285.601   181,892.419   MT  0.99991251   +0 14 50.2
 KV3978;SPC NJ       -   729,282.01    596,758.71   sFT  0.99991251   +0 14 50.2
 KV3978;SPC NY L     -    74,214.162   289,723.253   MT  0.99999494   -0 04 46.9
 KV3978;SPC NY L     -   243,484.30    950,533.71   sFT  0.99999494   -0 04 46.9
 KV3978;UTM  18      - 4,520,802.798   574,038.750   MT  0.99966747   +0 34 27.3
 KV3978
 KV3978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3978!SPC NJ       -   1.00000462  x   0.99991251  =   0.99991713
 KV3978!SPC NY L     -   1.00000462  x   0.99999494  =   0.99999956
 KV3978!UTM  18      -   1.00000462  x   0.99966747  =   0.99967208
 KV3978
 KV3978|---------------------------------------------------------------------|
 KV3978| PID    Reference Object                     Distance      Geod. Az  |
 KV3978|                                                           dddmmss.s |
 KV3978| CB5737 BUSH RM 2                            15.987 METERS 14740     |
 KV3978| KV4001 BRUSH                               271.620 METERS 15601     |
 KV3978| KV4002 COAL                                446.987 METERS 1654024.3 |
 KV3978| KV3919 BEND                                393.426 METERS 32743     |
 KV3978| KV4214 TURN                                APPROX. 0.5 KM 3333639.6 |
 KV3978| CB5736 BUSH RM 1                            15.758 METERS 33833     |
 KV3978|---------------------------------------------------------------------|
 KV3978
 KV3978                          SUPERSEDED SURVEY CONTROL
 KV3978
 KV3978  NAD 83(1996)-  40 50 05.70851(N)    074 07 18.63445(W) AD(       ) 3
 KV3978  NAD 83(1996)-  40 50 05.70415(N)    074 07 18.64215(W) AD(       ) 3
 KV3978  NAD 83(1992)-  40 50 05.70424(N)    074 07 18.64223(W) AD(       ) 3
 KV3978  NAD 83(1986)-  40 50 05.70540(N)    074 07 18.64507(W) AD(       ) 3
 KV3978  NAD 27      -  40 50 05.34800(N)    074 07 20.12400(W) AD(       ) 3
 KV3978
 KV3978.Superseded values are not recommended for survey control.
 KV3978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3978.See file dsdata.txt to determine how the superseded data were derived.
 KV3978
 KV3978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7403920803(NAD 83)
 KV3978_MARKER: DS = TRIANGULATION STATION DISK
 KV3978_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV3978_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV3978
 KV3978  HISTORY     - Date     Condition        Report By
 KV3978  HISTORY     - 1913     MONUMENTED       CGS
 KV3978  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV3978
 KV3978                          STATION DESCRIPTION
 KV3978
 KV3978'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV3978'STATION IS ON THE E SIDE OF PASSAIC RIVER, ABOUT 1/2 MILE BELOW
 KV3978'UNION AVENUE BRIDGE, AND 1/4 MILE ABOVE THE DOCK OF THE WILLIAMS
 KV3978'FEED AND COAL COMPANY.  THE LAND IS IN NORTHERN PART OF RUTHERFORD
 KV3978'AND IS WOODED.  THE STATION IS 3 METERS INSIDE OF HIGH-WATER LINE
 KV3978'AND IS MARKED BY A C. AND G.S. STANDARD BRASS DISK CEMENTED IN
 KV3978'THE TOP OF A 4-INCH TILE PIPE AND SUNK TO THE GROUND LEVEL.
 KV3978'
 KV3978'TWO REFERENCE MARKS, EACH A NAIL IN CONCRETE CONTAINED IN A
 KV3978'4-INCH TILE PIPE AND SUNK TO THE SURFACE LEVEL, ARE PLACED
 KV3978'RESPECTIVELY 51.70 FEET N 10 DEG W AND 52.45 FEET S 22 DEG E
 KV3978'FROM THE STATION.  BOTH REFERENCE MARKS ARE 4 METERS FROM
 KV3978'HIGH-WATER LINE AND ABOUT 20 METERS FROM A ROAD RUNNING THROUGH
 KV3978'THE WOODS AND PARALLEL TO THE SHORE.
 KV3978
 KV3978                          STATION RECOVERY (1933)
 KV3978
 KV3978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3978'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2513 ***********************************************************************
 JU2513  DESIGNATION -  BUSH
 JU2513  PID         -  JU2513
 JU2513  STATE/COUNTY-  NJ/SALEM
 JU2513  USGS QUAD   -  PENNS GROVE (1995)
 JU2513
 JU2513                         *CURRENT SURVEY CONTROL
 JU2513  ___________________________________________________________________
 JU2513* NAD 83(1996)-  39 42 38.85709(N)    075 29 30.44957(W)     ADJUSTED  
 JU2513* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 JU2513  ___________________________________________________________________
 JU2513  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 JU2513  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JU2513
 JU2513  HORZ ORDER  -  THIRD
 JU2513
 JU2513.The horizontal coordinates were established by classical geodetic methods
 JU2513.and adjusted by the National Geodetic Survey in September 1999..
 JU2513
 JU2513.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2513
 JU2513.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2513
 JU2513.The geoid height was determined by GEOID03.
 JU2513
 JU2513;                    North         East     Units Scale Factor Converg.
 JU2513;SPC NJ       -    97,876.788    64,958.596   MT  0.99998901   -0 38 01.3
 JU2513;SPC NJ       -   321,117.43    213,118.33   sFT  0.99998901   -0 38 01.3
 JU2513;SPC DE       -   189,921.641   193,557.847   MT  0.99999551   -0 02 52.8
 JU2513;SPC DE       -   623,101.25    635,031.04   sFT  0.99999551   -0 02 52.8
 JU2513;UTM  18      - 4,395,774.537   457,844.163   MT  0.99962188   -0 18 51.2
 JU2513
 JU2513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2513!SPC NJ       -   1.00000484  x   0.99998901  =   0.99999385
 JU2513!SPC DE       -   1.00000484  x   0.99999551  =   1.00000035
 JU2513!UTM  18      -   1.00000484  x   0.99962188  =   0.99962671
 JU2513
 JU2513                          SUPERSEDED SURVEY CONTROL
 JU2513
 JU2513  NAD 83(1991)-  39 42 38.85712(N)    075 29 30.44955(W) AD(       ) 3
 JU2513  NAD 83(1986)-  39 42 38.85286(N)    075 29 30.45471(W) AD(       ) 3
 JU2513  NGVD 29 (06/08/88)    2.5    (m)            8.     (f) VERT ANG       
 JU2513
 JU2513.Superseded values are not recommended for survey control.
 JU2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2513.See file dsdata.txt to determine how the superseded data were derived.
 JU2513
 JU2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5784495775(NAD 83)
 JU2513_MARKER: DD = SURVEY DISK
 JU2513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU2513_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2513+STABILITY: SURFACE MOTION
 JU2513
 JU2513  HISTORY     - Date     Condition        Report By
 JU2513  HISTORY     - 1982     MONUMENTED       NOS
 JU2513
 JU2513                          STATION DESCRIPTION
 JU2513
 JU2513'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU2513'THE STATION IS LOCATED IN UPPER PENNS NECK TOWNSHIP ON THE EAST
 JU2513'BANK OF THE DELAWARE RIVER ON A PROMINENT POINT JUST SOUTH OF
 JU2513'CARNEYS POINT, ON PROPERTY OWNED BY DUPONT.
 JU2513'
 JU2513'TO REACH THE STATION FROM THE MOUTH OF THE CHRISTINA
 JU2513'RIVER, GO BY BOAT EAST ACROSS THE RIVER TO THE
 JU2513'PROMINENT POINT AND THE STATION.
 JU2513'
 JU2513'THE STATION IS A STANDARD NOS DISK STAMPED---BUSH 1982---,
 JU2513'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT SET FLUSH
 JU2513'WITH THE GROUND.
 JU2513'
 JU2513'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.75 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4324 ***********************************************************************
 KV4324  DESIGNATION -  BUTTERWORTH JUDSON CHEM CHIM
 KV4324  PID         -  KV4324
 KV4324  STATE/COUNTY-  NJ/ESSEX
 KV4324  USGS QUAD   -  JERSEY CITY (1981)
 KV4324
 KV4324                         *CURRENT SURVEY CONTROL
 KV4324  ___________________________________________________________________
 KV4324* NAD 83(1996)-  40 43 19.66173(N)    074 07 23.69864(W)     ADJUSTED  
 KV4324* NAVD 88     -                                                        
 KV4324  ___________________________________________________________________
 KV4324  LAPLACE CORR-           6.24  (seconds)                    DEFLEC99
 KV4324  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KV4324
 KV4324  HORZ ORDER  -  THIRD
 KV4324
 KV4324.The horizontal coordinates were established by classical geodetic methods
 KV4324.and adjusted by the National Geodetic Survey in September 1999..
 KV4324
 KV4324
 KV4324.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4324
 KV4324.The geoid height was determined by GEOID03.
 KV4324
 KV4324;                    North         East     Units Scale Factor Converg.
 KV4324;SPC NJ       -   209,760.921   181,827.562   MT  0.99991246   +0 14 44.8
 KV4324;SPC NJ       -   688,190.62    596,545.93   sFT  0.99991246   +0 14 44.8
 KV4324;SPC NY L     -    61,689.012   289,586.974   MT  0.99999738   -0 04 50.2
 KV4324;SPC NY L     -   202,391.37    950,086.60   sFT  0.99999738   -0 04 50.2
 KV4324;UTM  18      - 4,508,281.021   574,045.284   MT  0.99966748   +0 34 19.2
 KV4324
 KV4324                          SUPERSEDED SURVEY CONTROL
 KV4324
 KV4324  NAD 83(1996)-  40 43 19.66162(N)    074 07 23.69879(W) AD(       ) 4
 KV4324  NAD 83(1996)-  40 43 19.66003(N)    074 07 23.70132(W) AD(       ) 4
 KV4324  NAD 83(1992)-  40 43 19.65962(N)    074 07 23.70199(W) AD(       ) 4
 KV4324  NAD 83(1986)-  40 43 19.65970(N)    074 07 23.70350(W) AD(       ) 4
 KV4324  NAD 27      -  40 43 19.29100(N)    074 07 25.19500(W) AD(       ) 3
 KV4324
 KV4324.Superseded values are not recommended for survey control.
 KV4324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4324.See file dsdata.txt to determine how the superseded data were derived.
 KV4324
 KV4324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7404508281(NAD 83)
 KV4324_MARKER: 85 = CHIMNEY
 KV4324
 KV4324  HISTORY     - Date     Condition        Report By
 KV4324  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4324
 KV4324                          STATION DESCRIPTION
 KV4324
 KV4324'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0716 ***********************************************************************
 KV0716  DESIGNATION -  C
 KV0716  PID         -  KV0716
 KV0716  STATE/COUNTY-  NJ/MONMOUTH
 KV0716  USGS QUAD   -  SANDY HOOK (1981)
 KV0716
 KV0716                         *CURRENT SURVEY CONTROL
 KV0716  ___________________________________________________________________
 KV0716* NAD 83(1986)-  40 27 42.     (N)    074 00 06.     (W)     SCALED    
 KV0716* NAVD 88     -         5.510  (meters)      18.08   (feet)  ADJUSTED  
 KV0716  ___________________________________________________________________
 KV0716  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV0716  DYNAMIC HT  -           5.508 (meters)      18.07  (feet)  COMP
 KV0716  MODELED GRAV-     980,202.3   (mgal)                       NAVD 88
 KV0716
 KV0716  VERT ORDER  -  FIRST     CLASS II
 KV0716
 KV0716.The horizontal coordinates were scaled from a topographic map and have
 KV0716.an estimated accuracy of +/- 6 seconds.
 KV0716
 KV0716.The orthometric height was determined by differential leveling
 KV0716.and adjusted by the National Geodetic Survey in June 1991..
 KV0716
 KV0716.The geoid height was determined by GEOID03.
 KV0716
 KV0716.The dynamic height is computed by dividing the NAVD 88
 KV0716.geopotential number by the normal gravity value computed on the
 KV0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0716.degrees latitude (g = 980.6199 gals.).
 KV0716
 KV0716.The modeled gravity was interpolated from observed gravity values.
 KV0716
 KV0716;                    North         East    Units  Estimated Accuracy
 KV0716;SPC NJ       -   180,890.      192,260.      MT  (+/- 180 meters Scaled)
 KV0716
 KV0716                          SUPERSEDED SURVEY CONTROL
 KV0716
 KV0716  NGVD 29 (04/16/92)    5.829  (m)           19.12   (f) ADJUSTED    1 2
 KV0716
 KV0716.Superseded values are not recommended for survey control.
 KV0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0716.See file dsdata.txt to determine how the superseded data were derived.
 KV0716
 KV0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK846794(NAD 83)
 KV0716_MARKER: Z = SEE DESCRIPTION
 KV0716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0716_SP_SET: LIGHTHOUSE
 KV0716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0716+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2002
 KV0716
 KV0716  HISTORY     - Date     Condition        Report By
 KV0716  HISTORY     - 1856     MONUMENTED       SURCOA
 KV0716  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0716  HISTORY     - 19950622 MARK NOT FOUND   NJGS
 KV0716  HISTORY     - 19950728 MARK NOT FOUND   USPSQD
 KV0716  HISTORY     - 20020702 GOOD             NJGS
 KV0716
 KV0716                          STATION DESCRIPTION
 KV0716
 KV0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0716'AT FORT HANCOCK.
 KV0716'AT FORT HANCOCK, AT THE LIGHT HOUSE, ABOUT 75 YARDS EAST OF
 KV0716'POWER EXCHANGE BUILDING, A CROSS ON A COPPER BOLT LEADED IN
 KV0716'VERTICAL WEST FACE OF THE SECOND CORNER NORTH OF ENTRANCE TO
 KV0716'LIGHT HOUSE, 1 FOOT ABOVE SLOPING EDGE OF FOUNDATION AND ABOUT
 KV0716'2 1/2 FEET ABOVE THE GROUND.
 KV0716
 KV0716                          STATION RECOVERY (1995)
 KV0716
 KV0716'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0716'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV0716'SEARCH BY A TWO MAN PARTY.  THE FOUNDATION OF THE LIGHTHOUSE HAS ABOUT
 KV0716'A 0.5 FT (15.2 CM) THICK COAT OF STUCCO AND CONCRETE IN THE AREA OF
 KV0716'THE MARK.  SINCE THE SANDY HOOK LIGHTHOUSE HAS BEEN DESIGNATED AS A
 KV0716'NATIONAL HISTORIC LANDMARK, NO FURTHER INVESTIGATION BY PROBING WAS
 KV0716'MADE.
 KV0716
 KV0716                          STATION RECOVERY (1995)
 KV0716
 KV0716'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0716'MARK NOT FOUND.
 KV0716
 KV0716                          STATION RECOVERY (2002)
 KV0716
 KV0716'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV0716'THE COPPER BOLT HAS BEEN REVEALED BY CHIPPING AWAY THE STUCCO WHICH
 KV0716'WAS 0.5INCHES THICK.  THE 1964 DESCRIPTION IS ACCURATE. THE DATUM
 KV0716'POINT IS THE HORIZONTAL LINE ENSCRIBED ON THE BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4932 ***********************************************************************
 KV4932  DESIGNATION -  C 1 TOWER CENTER 1940
 KV4932  PID         -  KV4932
 KV4932  STATE/COUNTY-  NJ/MONMOUTH
 KV4932  USGS QUAD   -  SANDY HOOK (1981)
 KV4932
 KV4932                         *CURRENT SURVEY CONTROL
 KV4932  ___________________________________________________________________
 KV4932* NAD 83(1996)-  40 27 57.96985(N)    074 00 08.19524(W)     ADJUSTED  
 KV4932* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KV4932  ___________________________________________________________________
 KV4932  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 KV4932  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV4932
 KV4932  HORZ ORDER  -  THIRD
 KV4932
 KV4932.The horizontal coordinates were established by classical geodetic methods
 KV4932.and adjusted by the National Geodetic Survey in September 1999..
 KV4932
 KV4932.The orthometric height was scaled from a topographic map.
 KV4932
 KV4932.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4932
 KV4932.The geoid height was determined by GEOID03.
 KV4932
 KV4932;                    North         East     Units Scale Factor Converg.
 KV4932;SPC NJ       -   181,383.850   192,208.004   MT  0.99992192   +0 19 22.9
 KV4932;SPC NJ       -   595,090.18    630,602.43   sFT  0.99992192   +0 19 22.9
 KV4932;UTM  18      - 4,479,970.137   584,584.184   MT  0.99968807   +0 38 51.2
 KV4932
 KV4932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4932!SPC NJ       -   1.00000451  x   0.99992192  =   0.99992643
 KV4932!UTM  18      -   1.00000451  x   0.99968807  =   0.99969258
 KV4932
 KV4932                          SUPERSEDED SURVEY CONTROL
 KV4932
 KV4932  NAD 83(1996)-  40 27 57.96979(N)    074 00 08.19519(W) AD(       ) 4
 KV4932  NAD 83(1986)-  40 27 57.96880(N)    074 00 08.19417(W) AD(       ) 4
 KV4932  NAD 27      -  40 27 57.58100(N)    074 00 09.69400(W) AD(       ) 3
 KV4932
 KV4932.Superseded values are not recommended for survey control.
 KV4932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4932.See file dsdata.txt to determine how the superseded data were derived.
 KV4932
 KV4932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8458479970(NAD 83)
 KV4932
 KV4932  HISTORY     - Date     Condition        Report By
 KV4932  HISTORY     - 1940     FIRST OBSERVED   CGS
 KV4932  HISTORY     - 1962     GOOD             CGS
 KV4932  HISTORY     - 19950830 MARK NOT FOUND   USPSQD
 KV4932  HISTORY     - 19960620 GOOD             USPSQD
 KV4932
 KV4932                          STATION DESCRIPTION
 KV4932
 KV4932'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KV4932'A TRIANGULATION STATION LOCATED BY INTERSECTION.  THE STATION IS
 KV4932'THE TIP OF THE VENTILATOR IN THE CENTER OF THE C 1 TOWER SW OF OLD
 KV4932'BATTERY POTTER.  C1 DPF WAS LOCATED FROM THIS STATION BY DISTANCE
 KV4932'AND DIRECTION.
 KV4932
 KV4932                          STATION RECOVERY (1962)
 KV4932
 KV4932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV4932'RECOVERED IN FAIR CONDITION.
 KV4932
 KV4932                          STATION RECOVERY (1995)
 KV4932
 KV4932'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4932'MARK NOT FOUND.
 KV4932
 KV4932                          STATION RECOVERY (1996)
 KV4932
 KV4932'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV4932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0657 ***********************************************************************
 JU0657  DESIGNATION -  C 10 1930
 JU0657  PID         -  JU0657
 JU0657  STATE/COUNTY-  NJ/SALEM
 JU0657  USGS QUAD   -  PENNS GROVE (1995)
 JU0657
 JU0657                         *CURRENT SURVEY CONTROL
 JU0657  ___________________________________________________________________
 JU0657* NAD 83(1986)-  39 43 59.     (N)    075 28 05.     (W)     SCALED    
 JU0657* NAVD 88     -         3.311  (meters)      10.86   (feet)  POSTED    
 JU0657  ___________________________________________________________________
 JU0657  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU0657  DYNAMIC HT  -           3.310 (meters)      10.86  (feet)  COMP
 JU0657  MODELED GRAV-     980,165.9   (mgal)                       NAVD 88
 JU0657
 JU0657  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0657
 JU0657.The horizontal coordinates were scaled from a topographic map and have
 JU0657.an estimated accuracy of +/- 6 seconds.
 JU0657
 JU0657.The orthometric height was determined by differential leveling
 JU0657.and adjusted by the National Geodetic Survey in 1992..
 JU0657.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0657.rate of 0.0 thru 1.0 mm/km.
 JU0657
 JU0657.The geoid height was determined by GEOID03.
 JU0657
 JU0657.The dynamic height is computed by dividing the NAVD 88
 JU0657.geopotential number by the normal gravity value computed on the
 JU0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0657.degrees latitude (g = 980.6199 gals.).
 JU0657
 JU0657.The modeled gravity was interpolated from observed gravity values.
 JU0657
 JU0657;                    North         East    Units  Estimated Accuracy
 JU0657;SPC NJ       -   100,330.       67,020.      MT  (+/- 180 meters Scaled)
 JU0657
 JU0657                          SUPERSEDED SURVEY CONTROL
 JU0657
 JU0657  NGVD 29 (??/??/??)    3.659  (m)           12.00   (f) ADJUSTED    1 2
 JU0657
 JU0657.Superseded values are not recommended for survey control.
 JU0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0657.See file dsdata.txt to determine how the superseded data were derived.
 JU0657
 JU0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ598982(NAD 83)
 JU0657_MARKER: DB = BENCH MARK DISK
 JU0657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0657_SP_SET: FOUNDATION
 JU0657_STAMPING: 12.005 C 10 1930
 JU0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0657
 JU0657  HISTORY     - Date     Condition        Report By
 JU0657  HISTORY     - 1930     MONUMENTED       CGS
 JU0657  HISTORY     - 1973     GOOD             NGS
 JU0657
 JU0657                          STATION DESCRIPTION
 JU0657
 JU0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0657'AT PENNS GROVE.
 JU0657'AT PENNS GROVE, SALEM COUNTY, ON THE PENNSYLVANIA-READING SEASHORE
 JU0657'LINES, AT THE PITTMAN STREET CROSSING, 100 FEET WEST OF A LARGE
 JU0657'CYLINDRICAL GAS TANK, 32 FEET NORTH OF THE CENTER OF LINE OF
 JU0657'PITTMAN STREET, 10.2 FEET WEST OF THE WEST RAIL, AND IN THE TOP
 JU0657'OF THE NORTHEAST CORNER OF THE BELL SIGNAL TOWER.  A STANDARD DISK,
 JU0657'STAMPED 12.005 C 10 1930.
 JU0657
 JU0657                          STATION RECOVERY (1973)
 JU0657
 JU0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JU0657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2205 ***********************************************************************
 JU2205  DESIGNATION -  C 100
 JU2205  PID         -  JU2205
 JU2205  STATE/COUNTY-  NJ/SALEM
 JU2205  USGS QUAD   -  PENNS GROVE (1995)
 JU2205
 JU2205                         *CURRENT SURVEY CONTROL
 JU2205  ___________________________________________________________________
 JU2205* NAD 83(1986)-  39 41 06.     (N)    075 29 21.     (W)     SCALED    
 JU2205* NAVD 88     -         2.243  (meters)       7.36   (feet)  ADJUSTED  
 JU2205  ___________________________________________________________________
 JU2205  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JU2205  DYNAMIC HT  -           2.242 (meters)       7.36  (feet)  COMP
 JU2205  MODELED GRAV-     980,156.5   (mgal)                       NAVD 88
 JU2205  OBS GRAVITY -     980,153.9   (mgal)                       GRAV_OBS
 JU2205
 JU2205  VERT ORDER  -  FIRST     CLASS II
 JU2205
 JU2205.The horizontal coordinates were scaled from a topographic map and have
 JU2205.an estimated accuracy of +/- 6 seconds.
 JU2205
 JU2205.The orthometric height was determined by differential leveling
 JU2205.and adjusted by the National Geodetic Survey in June 1991..
 JU2205
 JU2205.The geoid height was determined by GEOID03.
 JU2205
 JU2205.The dynamic height is computed by dividing the NAVD 88
 JU2205.geopotential number by the normal gravity value computed on the
 JU2205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2205.degrees latitude (g = 980.6199 gals.).
 JU2205
 JU2205.The modeled gravity was interpolated from observed gravity values.
 JU2205.The observed gravity was obtained from relative gravimeter ties
 JU2205.to the IGSN71 gravity network.
 JU2205
 JU2205;                    North         East    Units  Estimated Accuracy
 JU2205;SPC NJ       -    95,010.       65,150.      MT  (+/- 180 meters Scaled)
 JU2205
 JU2205                          SUPERSEDED SURVEY CONTROL
 JU2205
 JU2205  NGVD 29 (01/10/92)    2.500  (m)            8.20   (f) ADJUSTED    1 2
 JU2205
 JU2205.Superseded values are not recommended for survey control.
 JU2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2205.See file dsdata.txt to determine how the superseded data were derived.
 JU2205
 JU2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ580929(NAD 83)
 JU2205_MARKER: I = METAL ROD
 JU2205_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2205_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JU2205_STAMPING: C 100 1978
 JU2205_PROJECTION: FLUSH
 JU2205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU2205+STABILITY: POSITION/ELEVATION WELL
 JU2205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2205+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2003
 JU2205_ROD/PIPE-DEPTH: 15.2 meters
 JU2205_SLEEVE-DEPTH  : 6.10 meters
 JU2205
 JU2205  HISTORY     - Date     Condition        Report By
 JU2205  HISTORY     - 1978     MONUMENTED       NGS
 JU2205  HISTORY     - 1979     GOOD             NGS
 JU2205  HISTORY     - 20030522 GOOD             GEOCAC
 JU2205
 JU2205                          STATION DESCRIPTION
 JU2205
 JU2205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 JU2205'000
 JU2205'0.4 MILES NORTHERLY ALONG U.S. HIGHWAY 130 FROM ITS INTERSECTION WITH
 JU2205'INTERSTATE 295, U.S. HIGHWAY 40 AND STATE HIGHWAY 49, SET IN THE FRONT
 JU2205'LAWN OF THE DEEPWATER POST OFFICE, 44 FEET EAST-SOUTHEAST OF THE
 JU2205'CENTER LINE OF THE HIGHWAY, 54 FEET NORTH NORTHEAST OF THE NORTH CURB
 JU2205'RETURN OF PINE STREET, 15.5 FEET WEST-NORTHWEST OF THE WEST FACE OF
 JU2205'THE BUILDING, AND 4.5 FEET NORTH-NORTHEAST OF A ALUMINUM FLAG POLE.
 JU2205'THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL LINE JUNCTION
 JU2205'MARK.
 JU2205'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2205
 JU2205                          STATION RECOVERY (1979)
 JU2205
 JU2205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU2205'IN DEEPWATER.
 JU2205
 JU2205                          STATION RECOVERY (2003)
 JU2205
 JU2205'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 JU2205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3409 ***********************************************************************
 KV3409  DESIGNATION -  C 101
 KV3409  PID         -  KV3409
 KV3409  STATE/COUNTY-  NJ/ESSEX
 KV3409  USGS QUAD   -  ORANGE (1981)
 KV3409
 KV3409                         *CURRENT SURVEY CONTROL
 KV3409  ___________________________________________________________________
 KV3409* NAD 83(1986)-  40 45 31.     (N)    074 10 11.     (W)     SCALED    
 KV3409* NAVD 88     -        17.003  (meters)      55.78   (feet)  ADJUSTED  
 KV3409  ___________________________________________________________________
 KV3409  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV3409  DYNAMIC HT  -          16.996 (meters)      55.76  (feet)  COMP
 KV3409  MODELED GRAV-     980,219.1   (mgal)                       NAVD 88
 KV3409
 KV3409  VERT ORDER  -  FIRST     CLASS II
 KV3409
 KV3409.The horizontal coordinates were scaled from a topographic map and have
 KV3409.an estimated accuracy of +/- 6 seconds.
 KV3409
 KV3409.The orthometric height was determined by differential leveling
 KV3409.and adjusted by the National Geodetic Survey in June 1991..
 KV3409
 KV3409.The geoid height was determined by GEOID03.
 KV3409
 KV3409.The dynamic height is computed by dividing the NAVD 88
 KV3409.geopotential number by the normal gravity value computed on the
 KV3409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3409.degrees latitude (g = 980.6199 gals.).
 KV3409
 KV3409.The modeled gravity was interpolated from observed gravity values.
 KV3409
 KV3409;                    North         East    Units  Estimated Accuracy
 KV3409;SPC NJ       -   213,800.      177,890.      MT  (+/- 180 meters Scaled)
 KV3409
 KV3409                          SUPERSEDED SURVEY CONTROL
 KV3409
 KV3409  NGVD 29 (??/??/??)   17.331  (m)           56.86   (f) ADJUSTED    1 2
 KV3409
 KV3409.Superseded values are not recommended for survey control.
 KV3409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3409.See file dsdata.txt to determine how the superseded data were derived.
 KV3409
 KV3409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL700122(NAD 83)
 KV3409_MARKER: DB = BENCH MARK DISK
 KV3409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV3409_SP_SET: FOUNDATION
 KV3409_STAMPING: C 101 1979
 KV3409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3409
 KV3409  HISTORY     - Date     Condition        Report By
 KV3409  HISTORY     - 1979     MONUMENTED       NGS
 KV3409
 KV3409                          STATION DESCRIPTION
 KV3409
 KV3409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3409'IN NEWARK.
 KV3409'IN NEWARK, SOUTHWEST AND ACROSS BROADWAY FROM THE NORTH STATION
 KV3409'POST OFFICE OF NEWARK, 0.8 MILE NORTHEAST ALONG BROAD STREET FROM
 KV3409'CITY HALL IN THE FOUNDATION, ON THE SOUTHWEST SIDE OF THE MAIN
 KV3409'ENTRANCE TO THE NEW JERSEY HISTORICAL SOCIETY BUILDING NUMBER 230
 KV3409'BROADWAY, 66 FEET NORTHEAST OF THE NORTHEAST CURB OF TAYLOR STREET,
 KV3409'25 FEET NORTHWEST OF THE NORTHWEST CURB OF BROADWAY, 1 FOOT SOUTHEAST
 KV3409'OF THE SOUTHEAST FACE OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3439 ***********************************************************************
 KV3439  DESIGNATION -  C 102
 KV3439  PID         -  KV3439
 KV3439  STATE/COUNTY-  NJ/MORRIS
 KV3439  USGS QUAD   -  POMPTON PLAINS (1995)
 KV3439
 KV3439                         *CURRENT SURVEY CONTROL
 KV3439  ___________________________________________________________________
 KV3439* NAD 83(1986)-  40 58 00.     (N)    074 17 05.     (W)     SCALED    
 KV3439* NAVD 88     -        54.622  (meters)     179.21   (feet)  ADJUSTED  
 KV3439  ___________________________________________________________________
 KV3439  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV3439  DYNAMIC HT  -          54.600 (meters)     179.13  (feet)  COMP
 KV3439  MODELED GRAV-     980,206.7   (mgal)                       NAVD 88
 KV3439
 KV3439  VERT ORDER  -  FIRST     CLASS II
 KV3439
 KV3439.The horizontal coordinates were scaled from a topographic map and have
 KV3439.an estimated accuracy of +/- 6 seconds.
 KV3439
 KV3439.The orthometric height was determined by differential leveling
 KV3439.and adjusted by the National Geodetic Survey in June 1991..
 KV3439
 KV3439.The geoid height was determined by GEOID03.
 KV3439
 KV3439.The dynamic height is computed by dividing the NAVD 88
 KV3439.geopotential number by the normal gravity value computed on the
 KV3439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3439.degrees latitude (g = 980.6199 gals.).
 KV3439
 KV3439.The modeled gravity was interpolated from observed gravity values.
 KV3439
 KV3439;                    North         East    Units  Estimated Accuracy
 KV3439;SPC NJ       -   236,870.      168,120.      MT  (+/- 180 meters Scaled)
 KV3439
 KV3439                          SUPERSEDED SURVEY CONTROL
 KV3439
 KV3439  NGVD 29 (??/??/??)   54.932  (m)          180.22   (f) ADJUSTED    1 2
 KV3439
 KV3439.Superseded values are not recommended for survey control.
 KV3439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3439.See file dsdata.txt to determine how the superseded data were derived.
 KV3439
 KV3439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL601353(NAD 83)
 KV3439_MARKER: DB = BENCH MARK DISK
 KV3439_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3439_SP_SET: STAINLESS STEEL ROD
 KV3439_STAMPING: C 102 1979
 KV3439_PROJECTION: RECESSED 5 CENTIMETERS
 KV3439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3439+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003
 KV3439_ROD/PIPE-DEPTH: 8.84 meters
 KV3439
 KV3439  HISTORY     - Date     Condition        Report By
 KV3439  HISTORY     - 1979     MONUMENTED       NGS
 KV3439  HISTORY     - 1985     GOOD             NJGS
 KV3439  HISTORY     - 19960414 MARK NOT FOUND   USPSQD
 KV3439  HISTORY     - 20030403 GOOD             DEWDAV
 KV3439
 KV3439                          STATION DESCRIPTION
 KV3439
 KV3439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3439'1.05 MI SE FROM POMPTON PLAINS.
 KV3439'1.05 MILES SOUTHEAST ALONG STATE ROUTE 23 FROM THE ROUTE 23
 KV3439'RAILROAD OVERPASS BRIDGE IN POMPTON PLAINS TO THE MARK ON THE LEFT,
 KV3439'AT THE SOUTHWEST CORNER OF THE PLAINS PLAZA SHOPPING CENTER PAVED
 KV3439'PARKING LOT, 123 FEET NORTHWEST OF THE NORTHWEST CORNER OF G AND L
 KV3439'BAR AND LIQUOR STORE, 26.5 FEET EAST OF THE CENTER LINE OF THE
 KV3439'NORTHBOUND LANE OF ROUTE 23, 17 FEET SOUTHWEST OF A FIRE HYDRANT,
 KV3439'6.2 FEET NORTH OF A POWER POLE.
 KV3439'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 KV3439
 KV3439                          STATION RECOVERY (1985)
 KV3439
 KV3439'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1985
 KV3439'THREATENED BY FUTURE RECONSTRUCTION OF STATE HIGHWAY 23.
 KV3439
 KV3439                          STATION RECOVERY (1996)
 KV3439
 KV3439'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV3439'MARK NOT FOUND.
 KV3439
 KV3439                          STATION RECOVERY (2003)
 KV3439
 KV3439'RECOVERY NOTE BY DEWBERRY DAVIS 2003
 KV3439'MARK FOUND AT NJSH ROUTE 23 NORTHBOUND AT THE SHOPPING CENTER IN A
 KV3439'SQUARE MONUMENT BOX. DISK MARKED C102 1979.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2266 ***********************************************************************
 LY2266  DESIGNATION -  C 103
 LY2266  PID         -  LY2266
 LY2266  STATE/COUNTY-  NJ/BERGEN
 LY2266  USGS QUAD   -  RAMSEY (1995)
 LY2266
 LY2266                         *CURRENT SURVEY CONTROL
 LY2266  ___________________________________________________________________
 LY2266* NAD 83(1986)-  41 06 09.     (N)    074 08 53.     (W)     SCALED    
 LY2266* NAVD 88     -        86.173  (meters)     282.72   (feet)  ADJUSTED  
 LY2266  ___________________________________________________________________
 LY2266  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LY2266  DYNAMIC HT  -          86.138 (meters)     282.60  (feet)  COMP
 LY2266  MODELED GRAV-     980,214.4   (mgal)                       NAVD 88
 LY2266
 LY2266  VERT ORDER  -  FIRST     CLASS II
 LY2266
 LY2266.The horizontal coordinates were scaled from a topographic map and have
 LY2266.an estimated accuracy of +/- 6 seconds.
 LY2266
 LY2266.The orthometric height was determined by differential leveling
 LY2266.and adjusted by the National Geodetic Survey in June 1991..
 LY2266
 LY2266.The geoid height was determined by GEOID03.
 LY2266
 LY2266.The dynamic height is computed by dividing the NAVD 88
 LY2266.geopotential number by the normal gravity value computed on the
 LY2266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2266.degrees latitude (g = 980.6199 gals.).
 LY2266
 LY2266.The modeled gravity was interpolated from observed gravity values.
 LY2266
 LY2266;                    North         East    Units  Estimated Accuracy
 LY2266;SPC NJ       -   251,990.      179,560.      MT  (+/- 180 meters Scaled)
 LY2266
 LY2266                          SUPERSEDED SURVEY CONTROL
 LY2266
 LY2266  NGVD 29 (??/??/92)   86.481  (m)          283.73   (f) ADJ UNCH    1 2
 LY2266
 LY2266.Superseded values are not recommended for survey control.
 LY2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2266.See file dsdata.txt to determine how the superseded data were derived.
 LY2266
 LY2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL715504(NAD 83)
 LY2266_MARKER: DB = BENCH MARK DISK
 LY2266_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2266_SP_SET: STAINLESS STEEL ROD
 LY2266_STAMPING: C 103 1979
 LY2266_PROJECTION: FLUSH
 LY2266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2266_ROD/PIPE-DEPTH: 10.7 meters
 LY2266
 LY2266  HISTORY     - Date     Condition        Report By
 LY2266  HISTORY     - 1979     MONUMENTED       NGS
 LY2266  HISTORY     - 19940814 GOOD             USPSQD
 LY2266
 LY2266                          STATION DESCRIPTION
 LY2266
 LY2266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2266'1.0 MI SOUTH FROM SUFFERN.
 LY2266'1.0 MILES SOUTH ALONG FRANKLIN TURNPIKE FROM THE JUNCTION OF STATE
 LY2266'ROUTE 59 AT SUFFERN, 0.35 MILE SOUTH OF THE NEW JERSEY STATE LINE,
 LY2266'ON THE SOUTH SIDE OF A GOODYEAR TIRE STORE, BETWEEN THE ERIE
 LY2266'RAILROAD AND THE HIGHWAY, 73.0 WEST OF THE HIGHWAY CENTER LINE,
 LY2266'87.0 FEET SOUTH OF THE SOUTHWEST CORNER OF THE STORE, 30.1 FEET
 LY2266'EAST OF THE EASTERN MOST RAIL OF THE RAILROAD, 3.0 FEET NORTH OF
 LY2266'POWER POLE 55105 40127.
 LY2266'THE MARK IS 1 FT  S FROM A WITNESS POST.
 LY2266'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LY2266
 LY2266                          STATION RECOVERY (1994)
 LY2266
 LY2266'RECOVERY NOTE BY US POWER SQUADRON 1994
 LY2266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0030 ***********************************************************************
 KV0030  DESIGNATION -  C 11
 KV0030  PID         -  KV0030
 KV0030  STATE/COUNTY-  NJ/MIDDLESEX
 KV0030  USGS QUAD   -  PERTH AMBOY (1981)
 KV0030
 KV0030                         *CURRENT SURVEY CONTROL
 KV0030  ___________________________________________________________________
 KV0030* NAD 83(1986)-  40 34 18.     (N)    074 17 36.     (W)     SCALED    
 KV0030* NAVD 88     -        25.596  (meters)      83.98   (feet)  ADJUSTED  
 KV0030  ___________________________________________________________________
 KV0030  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KV0030  DYNAMIC HT  -          25.586 (meters)      83.94  (feet)  COMP
 KV0030  MODELED GRAV-     980,211.7   (mgal)                       NAVD 88
 KV0030
 KV0030  VERT ORDER  -  FIRST     CLASS I
 KV0030
 KV0030.The horizontal coordinates were scaled from a topographic map and have
 KV0030.an estimated accuracy of +/- 6 seconds.
 KV0030
 KV0030.The orthometric height was determined by differential leveling
 KV0030.and adjusted by the National Geodetic Survey in June 1991..
 KV0030
 KV0030.The geoid height was determined by GEOID03.
 KV0030
 KV0030.The dynamic height is computed by dividing the NAVD 88
 KV0030.geopotential number by the normal gravity value computed on the
 KV0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0030.degrees latitude (g = 980.6199 gals.).
 KV0030
 KV0030.The modeled gravity was interpolated from observed gravity values.
 KV0030
 KV0030;                    North         East    Units  Estimated Accuracy
 KV0030;SPC NJ       -   193,010.      167,500.      MT  (+/- 180 meters Scaled)
 KV0030
 KV0030                          SUPERSEDED SURVEY CONTROL
 KV0030
 KV0030  NGVD 29 (04/16/92)   25.909  (m)           85.00   (f) ADJUSTED    1 1
 KV0030
 KV0030.Superseded values are not recommended for survey control.
 KV0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0030.See file dsdata.txt to determine how the superseded data were derived.
 KV0030
 KV0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK598914(NAD 83)
 KV0030_MARKER: DB = BENCH MARK DISK
 KV0030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0030_SP_SET: ABUTMENT
 KV0030_STAMPING: 85.115 C 11 1933
 KV0030_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0030
 KV0030  HISTORY     - Date     Condition        Report By
 KV0030  HISTORY     - 1933     MONUMENTED       CGS
 KV0030  HISTORY     - 1964     GOOD             CGS
 KV0030  HISTORY     - 1989     GOOD             USPSQD
 KV0030  HISTORY     - 19960101 GOOD             STEWRT
 KV0030
 KV0030                          STATION DESCRIPTION
 KV0030
 KV0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0030'AT WOODBRIDGE.
 KV0030'AT WOODBRIDGE, ALONG STATE HIGHWAY 35, AT THE U.S. HIGHWAYS 1 AND
 KV0030'9 OVERPASS OVER THE STATE HIGHWAY, SET VERTICALLY IN THE WEST
 KV0030'CONCRETE FACE OF THE EAST ABUTMENT OF THE OVERPASS, 6 FEET EAST
 KV0030'OF THE EAST CURB OF STATE HIGHWAY 35, 4.8 FEET SOUTH OF THE NORTH
 KV0030'END OF THE ABUTMENT AND 5 FEET ABOVE THE LEVEL OF STATE HIGHWAY
 KV0030'35.
 KV0030
 KV0030                          STATION RECOVERY (1989)
 KV0030
 KV0030'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0030'RECOVERED IN GOOD CONDITION.
 KV0030
 KV0030                          STATION RECOVERY (1996)
 KV0030
 KV0030'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1996 (JMS)
 KV0030'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0128 ***********************************************************************
 KV0128  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0128  DESIGNATION -  C 12
 KV0128  PID         -  KV0128
 KV0128  STATE/COUNTY-  NJ/BERGEN
 KV0128  USGS QUAD   -  WEEHAWKEN (1995)
 KV0128
 KV0128                         *CURRENT SURVEY CONTROL
 KV0128  ___________________________________________________________________
 KV0128* NAD 83(1986)-  40 49 42.     (N)    074 06 05.     (W)     SCALED    
 KV0128* NAVD 88     -        14.248  (meters)      46.75   (feet)  ADJUSTED  
 KV0128  ___________________________________________________________________
 KV0128  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KV0128  DYNAMIC HT  -          14.242 (meters)      46.73  (feet)  COMP
 KV0128  MODELED GRAV-     980,230.1   (mgal)                       NAVD 88
 KV0128
 KV0128  VERT ORDER  -  FIRST     CLASS II
 KV0128
 KV0128.The horizontal coordinates were scaled from a topographic map and have
 KV0128.an estimated accuracy of +/- 6 seconds.
 KV0128
 KV0128.The orthometric height was determined by differential leveling
 KV0128.and adjusted by the National Geodetic Survey in June 1991..
 KV0128.WARNING-Repeat measurements at this control monument indicate possible
 KV0128.vertical movement.
 KV0128
 KV0128.This Tidal Bench Mark is designated as VM 7432
 KV0128.by the Center for Operational Oceanographic Products and Services.
 KV0128
 KV0128.The geoid height was determined by GEOID03.
 KV0128
 KV0128.The dynamic height is computed by dividing the NAVD 88
 KV0128.geopotential number by the normal gravity value computed on the
 KV0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0128.degrees latitude (g = 980.6199 gals.).
 KV0128
 KV0128.The modeled gravity was interpolated from observed gravity values.
 KV0128
 KV0128;                    North         East    Units  Estimated Accuracy
 KV0128;SPC NJ       -   221,560.      183,620.      MT  (+/- 180 meters Scaled)
 KV0128
 KV0128                          SUPERSEDED SURVEY CONTROL
 KV0128
 KV0128  NGVD 29 (??/??/??)   14.562  (m)           47.78   (f) ADJUSTED    1 2
 KV0128
 KV0128.Superseded values are not recommended for survey control.
 KV0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0128.See file dsdata.txt to determine how the superseded data were derived.
 KV0128
 KV0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL757200(NAD 83)
 KV0128_MARKER: DB = BENCH MARK DISK
 KV0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0128_SP_SET: BUILDING
 KV0128_STAMPING: 47.808 C 12 1933
 KV0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0128+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2001
 KV0128
 KV0128  HISTORY     - Date     Condition        Report By
 KV0128  HISTORY     - 1933     MONUMENTED       CGS
 KV0128  HISTORY     - 1939     GOOD             CGS
 KV0128  HISTORY     - 1979     GOOD             NGS
 KV0128  HISTORY     - 20010402 GOOD             LOCENG
 KV0128
 KV0128                          STATION DESCRIPTION
 KV0128
 KV0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 KV0128'AT RUTHERFORD.
 KV0128'AT RUTHERFORD, BERGEN COUNTY, AT THE EAST END OF PARK AVE., AT
 KV0128'THE NORTH END OF ORIENT STREET, 100 YARDS EAST OF THE RUTHERFORD
 KV0128'NATIONAL BANK, IN THE WEST SIDE OF THE ERIE RAILROAD STATION,
 KV0128'AND ABOUT 5 FEET HIGHER THAN THE SIDEWALK.  A STANDARD DISK,
 KV0128'STAMPED 47.808 C 12 1933 AND SET VERTICALLY.  NOTE-- THE DELAWARE,
 KV0128'LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV0128'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV0128
 KV0128                          STATION RECOVERY (1979)
 KV0128
 KV0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0128'RECOVERED IN GOOD CONDITION.
 KV0128
 KV0128                          STATION RECOVERY (2001)
 KV0128
 KV0128'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (FMK)
 KV0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0196 ***********************************************************************
 KV0196  DESIGNATION -  C 13
 KV0196  PID         -  KV0196
 KV0196  STATE/COUNTY-  NJ/MORRIS
 KV0196  USGS QUAD   -  POMPTON PLAINS (1995)
 KV0196
 KV0196                         *CURRENT SURVEY CONTROL
 KV0196  ___________________________________________________________________
 KV0196* NAD 83(1986)-  40 59 52.     (N)    074 18 01.     (W)     SCALED    
 KV0196* NAVD 88     -        67.830  (meters)     222.54   (feet)  ADJUSTED  
 KV0196  ___________________________________________________________________
 KV0196  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KV0196  DYNAMIC HT  -          67.802 (meters)     222.45  (feet)  COMP
 KV0196  MODELED GRAV-     980,212.3   (mgal)                       NAVD 88
 KV0196
 KV0196  VERT ORDER  -  FIRST     CLASS II
 KV0196
 KV0196.The horizontal coordinates were scaled from a topographic map and have
 KV0196.an estimated accuracy of +/- 6 seconds.
 KV0196
 KV0196.The orthometric height was determined by differential leveling
 KV0196.and adjusted by the National Geodetic Survey in June 1991..
 KV0196
 KV0196.The geoid height was determined by GEOID03.
 KV0196
 KV0196.The dynamic height is computed by dividing the NAVD 88
 KV0196.geopotential number by the normal gravity value computed on the
 KV0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0196.degrees latitude (g = 980.6199 gals.).
 KV0196
 KV0196.The modeled gravity was interpolated from observed gravity values.
 KV0196
 KV0196;                    North         East    Units  Estimated Accuracy
 KV0196;SPC NJ       -   240,320.      166,800.      MT  (+/- 180 meters Scaled)
 KV0196
 KV0196                          SUPERSEDED SURVEY CONTROL
 KV0196
 KV0196  NGVD 29 (??/??/??)   68.140  (m)          223.56   (f) ADJUSTED    1 2
 KV0196
 KV0196.Superseded values are not recommended for survey control.
 KV0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0196.See file dsdata.txt to determine how the superseded data were derived.
 KV0196
 KV0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL588387(NAD 83)
 KV0196_MARKER: DB = BENCH MARK DISK
 KV0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0196_STAMPING: 223.346 C 13 1933
 KV0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0196+STABILITY: SURFACE MOTION
 KV0196
 KV0196  HISTORY     - Date     Condition        Report By
 KV0196  HISTORY     - 1933     MONUMENTED       CGS
 KV0196  HISTORY     - 1939     GOOD             CGS
 KV0196  HISTORY     - 1979     GOOD             NGS
 KV0196  HISTORY     - 19960421 MARK NOT FOUND   USPSQD
 KV0196
 KV0196                          STATION DESCRIPTION
 KV0196
 KV0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 KV0196'AT RIVERDALE.
 KV0196'AT RIVERDALE, MORRIS COUNTY, 100 FEET SOUTH OF THE ERIE RAILROAD
 KV0196'STATION AT POMPTON, 200 FEET SOUTH OF THE CENTER OF THE HAMBURG
 KV0196'STREET CROSSING, 100 FEET EAST OF THE POMPTON FEED CO. OFFICE,
 KV0196'AND 30 FEET WEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED
 KV0196'223.346 C 13 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KV0196'ABOUT 6 INCHES ABOVE GROUND.  NOTE-- THE DELAWARE, LACKAWANNA AND
 KV0196'WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE
 KV0196'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV0196
 KV0196                          STATION RECOVERY (1979)
 KV0196
 KV0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0196'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
 KV0196
 KV0196                          STATION RECOVERY (1996)
 KV0196
 KV0196'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0721 ***********************************************************************
 LY0721  DESIGNATION -  C 14
 LY0721  PID         -  LY0721
 LY0721  STATE/COUNTY-  NJ/SUSSEX
 LY0721  USGS QUAD   -  PORT JERVIS SOUTH (1983)
 LY0721
 LY0721                         *CURRENT SURVEY CONTROL
 LY0721  ___________________________________________________________________
 LY0721* NAD 83(1986)-  41 16 36.     (N)    074 39 12.     (W)     SCALED    
 LY0721* NAVD 88     -       248.264  (meters)     814.51   (feet)  ADJUSTED  
 LY0721  ___________________________________________________________________
 LY0721  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 LY0721  DYNAMIC HT  -         248.156 (meters)     814.16  (feet)  COMP
 LY0721  MODELED GRAV-     980,185.5   (mgal)                       NAVD 88
 LY0721
 LY0721  VERT ORDER  -  FIRST     CLASS II
 LY0721
 LY0721.The horizontal coordinates were scaled from a topographic map and have
 LY0721.an estimated accuracy of +/- 6 seconds.
 LY0721
 LY0721.The orthometric height was determined by differential leveling
 LY0721.and adjusted by the National Geodetic Survey in June 1991..
 LY0721
 LY0721.The geoid height was determined by GEOID03.
 LY0721
 LY0721.The dynamic height is computed by dividing the NAVD 88
 LY0721.geopotential number by the normal gravity value computed on the
 LY0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0721.degrees latitude (g = 980.6199 gals.).
 LY0721
 LY0721.The modeled gravity was interpolated from observed gravity values.
 LY0721
 LY0721;                    North         East    Units  Estimated Accuracy
 LY0721;SPC NJ       -   271,280.      137,160.      MT  (+/- 180 meters Scaled)
 LY0721
 LY0721                          SUPERSEDED SURVEY CONTROL
 LY0721
 LY0721  NGVD 29 (??/??/92)  248.444  (m)          815.10   (f) ADJ UNCH    1 2
 LY0721
 LY0721.Superseded values are not recommended for survey control.
 LY0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0721.See file dsdata.txt to determine how the superseded data were derived.
 LY0721
 LY0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL290695(NAD 83)
 LY0721_MARKER: DB = BENCH MARK DISK
 LY0721_SETTING: 80 = SET IN A BOULDER
 LY0721_SP_SET: BOULDER
 LY0721_STAMPING: 815.103 C 14 1933
 LY0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0721+STABILITY: SURFACE MOTION
 LY0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0721+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 LY0721
 LY0721  HISTORY     - Date     Condition        Report By
 LY0721  HISTORY     - 1933     MONUMENTED       CGS
 LY0721  HISTORY     - 1942     GOOD             NGS
 LY0721  HISTORY     - 20030910 GOOD             AASCO
 LY0721
 LY0721                          STATION DESCRIPTION
 LY0721
 LY0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0721'AT COLESVILLE.
 LY0721'AT COLESVILLE, SUSSEX COUNTY, ON THE SUSSEX-PORT JERVIS HIGHWAY,
 LY0721'180 FEET SOUTH OF THE POST OFFICE, 150 FEET SOUTHEAST OF THE
 LY0721'CENTERLINE OF THE HIGHWAY, 90 FEET NORTHWEST OF THE NORTHWEST
 LY0721'CORNER OF THE COLESVILLE METHODIST CHURCH, IN A ROCKY GROVE, IN
 LY0721'THE TOP OF A LARGE BOULDER, AND ABOUT 4 FEET HIGHER THAN THE
 LY0721'HIGHWAY.  A STANDARD DISK, STAMPED 815.103 C 14 1933.
 LY0721
 LY0721                          STATION RECOVERY (2003)
 LY0721
 LY0721'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2003 (JAL)
 LY0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1267 ***********************************************************************
 KV1267  DESIGNATION -  C 15
 KV1267  PID         -  KV1267
 KV1267  STATE/COUNTY-  NJ/SUSSEX
 KV1267  USGS QUAD   -  STANHOPE (1981)
 KV1267
 KV1267                         *CURRENT SURVEY CONTROL
 KV1267  ___________________________________________________________________
 KV1267* NAD 83(1986)-  40 55 16.     (N)    074 44 18.     (W)     SCALED    
 KV1267* NAVD 88     -       205.027  (meters)     672.66   (feet)  ADJUSTED  
 KV1267  ___________________________________________________________________
 KV1267  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV1267  DYNAMIC HT  -         204.935 (meters)     672.36  (feet)  COMP
 KV1267  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 KV1267
 KV1267  VERT ORDER  -  SECOND    CLASS 0
 KV1267
 KV1267.The horizontal coordinates were scaled from a topographic map and have
 KV1267.an estimated accuracy of +/- 6 seconds.
 KV1267
 KV1267.The orthometric height was determined by differential leveling
 KV1267.and adjusted by the National Geodetic Survey in June 1991..
 KV1267
 KV1267.The geoid height was determined by GEOID03.
 KV1267
 KV1267.The dynamic height is computed by dividing the NAVD 88
 KV1267.geopotential number by the normal gravity value computed on the
 KV1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1267.degrees latitude (g = 980.6199 gals.).
 KV1267
 KV1267.The modeled gravity was interpolated from observed gravity values.
 KV1267
 KV1267;                    North         East    Units  Estimated Accuracy
 KV1267;SPC NJ       -   231,820.      129,930.      MT  (+/- 180 meters Scaled)
 KV1267
 KV1267                          SUPERSEDED SURVEY CONTROL
 KV1267
 KV1267  NGVD 29 (??/??/??)  205.242  (m)          673.36   (f) ADJUSTED    2 0
 KV1267
 KV1267.Superseded values are not recommended for survey control.
 KV1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1267.See file dsdata.txt to determine how the superseded data were derived.
 KV1267
 KV1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL220300(NAD 83)
 KV1267_MARKER: DB = BENCH MARK DISK
 KV1267_SETTING: 66 = SET IN ROCK OUTCROP
 KV1267_SP_SET: ROCK OUTCROP
 KV1267_STAMPING: 673.365 C 15 1933
 KV1267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV1267+STABILITY: POSITION/ELEVATION WELL
 KV1267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1267+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2005
 KV1267
 KV1267  HISTORY     - Date     Condition        Report By
 KV1267  HISTORY     - 1933     MONUMENTED       CGS
 KV1267  HISTORY     - 1942     GOOD             CGS
 KV1267  HISTORY     - 1954     MARK NOT FOUND   USGS
 KV1267  HISTORY     - 20050611 GOOD             GEOCAC
 KV1267
 KV1267                          STATION DESCRIPTION
 KV1267
 KV1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1267'2.5 MI NW FROM NETCONG.
 KV1267'IN SUSSEX COUNTY, 2.5 MILES NORTHWEST ALONG THE ERIE LACKAWANNA
 KV1267'RAILROAD FROM THE STATION AT NETCONG, MORRIS COUNTY, 5 RAILS
 KV1267'NORTH OF A CROSSING AT STONE QUARRY, 9 YARDS EAST OF THE EAST
 KV1267'RAIL, IN THE TOP OF A SMALL ROCK OUTCROP, AND 3 FEET HIGHER THAN
 KV1267'THE TRACK.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 KV1267'IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE
 KV1267'ERIE LACKAWANNA RAILROAD.
 KV1267
 KV1267                          STATION RECOVERY (1954)
 KV1267
 KV1267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KV1267'MARK NOT FOUND.
 KV1267
 KV1267                          STATION RECOVERY (2005)
 KV1267
 KV1267'RECOVERY NOTE BY GEOCACHING 2005 (JRI)
 KV1267'FROM EXIT 25 ON INTERSTATE 80, NORTH ON US HWY 206 FOR 1.7 MILES TO
 KV1267'THE INTERSECTION WITH WATERLOO ROAD, WEST ON WATERLOO ROAD FOR 1.1
 KV1267'MILES TO THE INTERSECTION WITH CONTINENTAL DRIVE ON THE LEFT AND A
 KV1267'GRAVEL PARKING LOT ON THE RIGHT FOR THE SUSSEX BRANCH TRAIL IN
 KV1267'ALLAMUCHY STATE PARK.
 KV1267'THE STATION IS A STANDARD DISK SET INTO THE TOP OF A SMALL ROCK
 KV1267'OUTCROP ABOUT 3 FEET HIGHER THAN THE PARKING LOT, 14 FEET NORTHEAST OF
 KV1267'THE NORTHEAST EDGE OF THE PARKING LOT, 70 FEET N 80 E FROM THE
 KV1267'SOUTHEAST LEG OF A SIGN FOR PARK RULES AND REGULATIONS, 113 FEET DUE
 KV1267'NORTH FROM THE CENTERLINE OF WATERLOO ROAD.  THE FORMER ERIE
 KV1267'LACKAWANNA RAILROAD RIGHT OF WAY IS NOW THE SUSSEX BRANCH TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1522 ***********************************************************************
 KV1522  DESIGNATION -  C 16
 KV1522  PID         -  KV1522
 KV1522  STATE/COUNTY-  NJ/WARREN
 KV1522  USGS QUAD   -  EASTON (1994)
 KV1522
 KV1522                         *CURRENT SURVEY CONTROL
 KV1522  ___________________________________________________________________
 KV1522* NAD 83(1986)-  40 41 12.     (N)    075 11 26.     (W)     SCALED    
 KV1522* NAVD 88     -        69.599  (meters)     228.34   (feet)  ADJUSTED  
 KV1522  ___________________________________________________________________
 KV1522  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KV1522  DYNAMIC HT  -          69.566 (meters)     228.23  (feet)  COMP
 KV1522  MODELED GRAV-     980,159.5   (mgal)                       NAVD 88
 KV1522
 KV1522  VERT ORDER  -  FIRST     CLASS I
 KV1522
 KV1522.The horizontal coordinates were scaled from a topographic map and have
 KV1522.an estimated accuracy of +/- 6 seconds.
 KV1522
 KV1522.The orthometric height was determined by differential leveling
 KV1522.and adjusted by the National Geodetic Survey in June 1991..
 KV1522
 KV1522.The geoid height was determined by GEOID03.
 KV1522
 KV1522.The dynamic height is computed by dividing the NAVD 88
 KV1522.geopotential number by the normal gravity value computed on the
 KV1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1522.degrees latitude (g = 980.6199 gals.).
 KV1522
 KV1522.The modeled gravity was interpolated from observed gravity values.
 KV1522
 KV1522;                    North         East    Units  Estimated Accuracy
 KV1522;SPC NJ       -   205,980.       91,630.      MT  (+/- 180 meters Scaled)
 KV1522
 KV1522                          SUPERSEDED SURVEY CONTROL
 KV1522
 KV1522  NGVD 29 (01/10/92)   69.826  (m)          229.09   (f) ADJUSTED    1 1
 KV1522
 KV1522.Superseded values are not recommended for survey control.
 KV1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1522.See file dsdata.txt to determine how the superseded data were derived.
 KV1522
 KV1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL838039(NAD 83)
 KV1522_MARKER: DB = BENCH MARK DISK
 KV1522_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1522_SP_SET: BRIDGE SEAT
 KV1522_STAMPING: C 16 1933
 KV1522_MARK LOGO: CGS   
 KV1522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1522+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1989
 KV1522
 KV1522  HISTORY     - Date     Condition        Report By
 KV1522  HISTORY     - 1933     MONUMENTED       CGS
 KV1522  HISTORY     - 1942     GOOD             CGS
 KV1522  HISTORY     - 1942     GOOD             CGS
 KV1522  HISTORY     - 1978     GOOD             NGS
 KV1522  HISTORY     - 19891010 GOOD             NJGS
 KV1522
 KV1522                          STATION DESCRIPTION
 KV1522
 KV1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1522'0.4 MI E FROM PHILLIPSBURG.
 KV1522'0.4 MILE EAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 KV1522'THE STATION AT PHILLIPSBURG, WARREN COUNTY, AT THE BRIDGE OVER
 KV1522'STOCKTON STREET, ON THE SOUTH END OF THE WEST BRIDGE SEAT, 8
 KV1522'FEET SOUTH OF CENTERLINE OF THE TRACK, AND ABOUT 4 FEET LOWER
 KV1522'THAN THE TRACK.
 KV1522
 KV1522                          STATION RECOVERY (1942)
 KV1522
 KV1522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 KV1522'RECOVERED IN GOOD CONDITION.
 KV1522
 KV1522                          STATION RECOVERY (1978)
 KV1522
 KV1522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1522'RECOVERED IN GOOD CONDITION.
 KV1522
 KV1522                          STATION RECOVERY (1989)
 KV1522
 KV1522'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV1522'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1522'IN PHILLIPSBURG, SET IN THE SOUTHWEST BRIDGE SEAT AT THE SOUTH AND THE
 KV1522'LOWER OF TWO BRIDGES OVER STOCKTON STREET, 0.32 KM (0.20 MI) NORTH OF
 KV1522'PAINE STREET AND ABOUT 2.0 M (6.6 FT) LOWER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1058 ***********************************************************************
 KV1058  DESIGNATION -  C 19 NJP+L
 KV1058  PID         -  KV1058
 KV1058  STATE/COUNTY-  NJ/HUNTERDON
 KV1058  USGS QUAD   -  STOCKTON (1981)
 KV1058
 KV1058                         *CURRENT SURVEY CONTROL
 KV1058  ___________________________________________________________________
 KV1058* NAD 83(1986)-  40 25 42.     (N)    074 53 03.     (W)     SCALED    
 KV1058* NAVD 88     -        74.092  (meters)     243.08   (feet)  ADJUSTED  
 KV1058  ___________________________________________________________________
 KV1058  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KV1058  DYNAMIC HT  -          74.056 (meters)     242.97  (feet)  COMP
 KV1058  MODELED GRAV-     980,144.3   (mgal)                       NAVD 88
 KV1058
 KV1058  VERT ORDER  -  SECOND    CLASS 0
 KV1058
 KV1058.The horizontal coordinates were scaled from a topographic map and have
 KV1058.an estimated accuracy of +/- 6 seconds.
 KV1058
 KV1058.The orthometric height was determined by differential leveling
 KV1058.and adjusted by the National Geodetic Survey in June 1991..
 KV1058
 KV1058.The geoid height was determined by GEOID03.
 KV1058
 KV1058.The dynamic height is computed by dividing the NAVD 88
 KV1058.geopotential number by the normal gravity value computed on the
 KV1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1058.degrees latitude (g = 980.6199 gals.).
 KV1058
 KV1058.The modeled gravity was interpolated from observed gravity values.
 KV1058
 KV1058;                    North         East    Units  Estimated Accuracy
 KV1058;SPC NJ       -   177,140.      117,400.      MT  (+/- 180 meters Scaled)
 KV1058
 KV1058                          SUPERSEDED SURVEY CONTROL
 KV1058
 KV1058  NGVD 29 (??/??/??)   74.330  (m)          243.86   (f) ADJUSTED    2 0
 KV1058
 KV1058.Superseded values are not recommended for survey control.
 KV1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1058.See file dsdata.txt to determine how the superseded data were derived.
 KV1058
 KV1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK098753(NAD 83)
 KV1058_MARKER: DD = SURVEY DISK
 KV1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1058_STAMPING: C 19 1935
 KV1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1058+STABILITY: SURFACE MOTION
 KV1058
 KV1058  HISTORY     - Date     Condition        Report By
 KV1058  HISTORY     - 1935     MONUMENTED       NJP+L
 KV1058  HISTORY     - 1935     GOOD             CGS
 KV1058
 KV1058                          STATION DESCRIPTION
 KV1058
 KV1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1058'6.3 MI S FROM FLEMINGTON.
 KV1058'6.3 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE COUNTY
 KV1058'COURTHOUSE AT FLEMINGTON, HUNTERDON COUNTY, AT POLE 191+15, AT A
 KV1058'ROAD CROSSING, 50 FEET WEST OF THE CENTERLINE OF THE ROAD, 35
 KV1058'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND BELOW A
 KV1058'POWER-TRANSMISSION POLE.  A NEW JERSEY POWER AND LIGHT CO. IRON
 KV1058'TABLET STAMPED C 191935 AND SET ON THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0943 ***********************************************************************
 KV0943  DESIGNATION -  C 2
 KV0943  PID         -  KV0943
 KV0943  STATE/COUNTY-  NJ/MIDDLESEX
 KV0943  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0943
 KV0943                         *CURRENT SURVEY CONTROL
 KV0943  ___________________________________________________________________
 KV0943* NAD 83(1986)-  40 25 36.     (N)    074 20 42.     (W)     SCALED    
 KV0943* NAVD 88     -         3.112  (meters)      10.21   (feet)  POSTED    
 KV0943  ___________________________________________________________________
 KV0943  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KV0943  DYNAMIC HT  -           3.110 (meters)      10.20  (feet)  COMP
 KV0943  MODELED GRAV-     980,205.0   (mgal)                       NAVD 88
 KV0943
 KV0943  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KV0943
 KV0943.The horizontal coordinates were scaled from a topographic map and have
 KV0943.an estimated accuracy of +/- 6 seconds.
 KV0943
 KV0943.The orthometric height was determined by differential leveling
 KV0943.and adjusted by the National Geodetic Survey in 1992..
 KV0943.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KV0943.rate of 2.1 thru 3.0 mm/km.
 KV0943
 KV0943.The geoid height was determined by GEOID03.
 KV0943
 KV0943.The dynamic height is computed by dividing the NAVD 88
 KV0943.geopotential number by the normal gravity value computed on the
 KV0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0943.degrees latitude (g = 980.6199 gals.).
 KV0943
 KV0943.The modeled gravity was interpolated from observed gravity values.
 KV0943
 KV0943;                    North         East    Units  Estimated Accuracy
 KV0943;SPC NJ       -   176,900.      163,150.      MT  (+/- 180 meters Scaled)
 KV0943
 KV0943                          SUPERSEDED SURVEY CONTROL
 KV0943
 KV0943  NGVD 29 (??/??/??)    3.490  (m)           11.45   (f) ADJUSTED    1 2
 KV0943
 KV0943.Superseded values are not recommended for survey control.
 KV0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0943.See file dsdata.txt to determine how the superseded data were derived.
 KV0943
 KV0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK555753(NAD 83)
 KV0943_MARKER: DB = BENCH MARK DISK
 KV0943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0943_SP_SET: WATER CRANE BASE
 KV0943_STAMPING: C 2 1924
 KV0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0943
 KV0943  HISTORY     - Date     Condition        Report By
 KV0943  HISTORY     - 1924     MONUMENTED       CGS
 KV0943  HISTORY     - 1933     GOOD             CGS
 KV0943
 KV0943                          STATION DESCRIPTION
 KV0943
 KV0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KV0943'1.2 MI E FROM OLD BRIDGE.
 KV0943'ON THE PENNSYLVANIA RAILROAD, 7 RAILS WEST OF AUTOMATIC SIGNAL,
 KV0943'16 RAILS WEST OF RAILROAD BRIDGE NO. 5510, ON NORTHWEST CORNER
 KV0943'OF CONCRETE BASE OF WATER CRANE, 3 FEET SOUTH OF SOUTH RAIL OF
 KV0943'MAIN TRACK, AND LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0691 ***********************************************************************
 LY0691  DESIGNATION -  C 2
 LY0691  PID         -  LY0691
 LY0691  STATE/COUNTY-  NJ/SUSSEX
 LY0691  USGS QUAD   -  FRANKLIN (1971)
 LY0691
 LY0691                         *CURRENT SURVEY CONTROL
 LY0691  ___________________________________________________________________
 LY0691* NAD 83(1986)-  41 06 59.     (N)    074 35 29.     (W)     SCALED    
 LY0691* NAVD 88     -       169.987  (meters)     557.70   (feet)  ADJUSTED  
 LY0691  ___________________________________________________________________
 LY0691  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LY0691  DYNAMIC HT  -         169.913 (meters)     557.46  (feet)  COMP
 LY0691  MODELED GRAV-     980,187.4   (mgal)                       NAVD 88
 LY0691
 LY0691  VERT ORDER  -  FIRST     CLASS II
 LY0691
 LY0691.The horizontal coordinates were scaled from a topographic map and have
 LY0691.an estimated accuracy of +/- 6 seconds.
 LY0691
 LY0691.The orthometric height was determined by differential leveling
 LY0691.and adjusted by the National Geodetic Survey in June 1991..
 LY0691
 LY0691.The geoid height was determined by GEOID03.
 LY0691
 LY0691.The dynamic height is computed by dividing the NAVD 88
 LY0691.geopotential number by the normal gravity value computed on the
 LY0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0691.degrees latitude (g = 980.6199 gals.).
 LY0691
 LY0691.The modeled gravity was interpolated from observed gravity values.
 LY0691
 LY0691;                    North         East    Units  Estimated Accuracy
 LY0691;SPC NJ       -   253,480.      142,330.      MT  (+/- 180 meters Scaled)
 LY0691
 LY0691                          SUPERSEDED SURVEY CONTROL
 LY0691
 LY0691  NGVD 29 (??/??/92)  170.185  (m)          558.35   (f) ADJ UNCH    1 2
 LY0691
 LY0691.Superseded values are not recommended for survey control.
 LY0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0691.See file dsdata.txt to determine how the superseded data were derived.
 LY0691
 LY0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL343517(NAD 83)
 LY0691_MARKER: R = RIVET
 LY0691_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0691_SP_SET: CURB
 LY0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0691
 LY0691  HISTORY     - Date     Condition        Report By
 LY0691  HISTORY     - UNK      MONUMENTED       NJZINC
 LY0691  HISTORY     - 1934     GOOD             NGS
 LY0691  HISTORY     - 20060520 MARK NOT FOUND   GEOCAC
 LY0691
 LY0691                          STATION DESCRIPTION
 LY0691
 LY0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0691'AT FRANKLIN.
 LY0691'AT FRANKLIN, SUSSEX COUNTY, ON CHURCH STREET, NEAR THE
 LY0691'INTERSECTION OF OAK STREET, 294 FEET SOUTHEAST OF THE
 LY0691'INTERSECTION OF MAIN STREET, 249 FEET SOUTHEAST OF THE CHURCH
 LY0691'OF THE IMMACULATE CONCEPTION, 90 FEET NORTHWEST OF A 2-STORY
 LY0691'FRAME BUILDING OCCUPIED BY THE STORE OF J.I. CRANE, NEAR THE
 LY0691'SOUTH BUILDING LINE OF THE HOUSE AT 66 CHURCH STREET, AND IN
 LY0691'THE TOP OF THE EAST CURB OF CHURCH STREET.  A WROUGHT-IRON
 LY0691'RIVET.
 LY0691
 LY0691                          STATION RECOVERY (2006)
 LY0691
 LY0691'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0691'THIS WAS FOUND IN 2004 (ON GEOCACHING.COM).  IT IS NO LONGER THERE.
 LY0691'THERE IS A CRACK IN THE CURB WHERE IT USED TO BE.  THIS SHOULD BE
 LY0691'CONSIDERED MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4303 ***********************************************************************
 KV4303  DESIGNATION -  C 2
 KV4303  PID         -  KV4303
 KV4303  STATE/COUNTY-  NJ/HUDSON
 KV4303  USGS QUAD   -  JERSEY CITY (1981)
 KV4303
 KV4303                         *CURRENT SURVEY CONTROL
 KV4303  ___________________________________________________________________
 KV4303* NAD 83(1996)-  40 42 43.15785(N)    074 06 27.31381(W)     ADJUSTED  
 KV4303* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4303  ___________________________________________________________________
 KV4303  LAPLACE CORR-           6.11  (seconds)                    DEFLEC99
 KV4303  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KV4303
 KV4303  HORZ ORDER  -  THIRD
 KV4303
 KV4303.The horizontal coordinates were established by classical geodetic methods
 KV4303.and adjusted by the National Geodetic Survey in September 1999..
 KV4303
 KV4303.The orthometric height was scaled from a topographic map.
 KV4303
 KV4303.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4303
 KV4303.The geoid height was determined by GEOID03.
 KV4303
 KV4303;                    North         East     Units Scale Factor Converg.
 KV4303;SPC NJ       -   208,640.796   183,155.747   MT  0.99991353   +0 15 21.4
 KV4303;SPC NJ       -   684,515.68    600,903.48   sFT  0.99991353   +0 15 21.4
 KV4303;SPC NY L     -    60,561.245   290,908.868   MT  0.99999779   -0 04 13.3
 KV4303;SPC NY L     -   198,691.35    954,423.51   sFT  0.99999779   -0 04 13.3
 KV4303;UTM  18      - 4,507,168.748   575,379.498   MT  0.99966994   +0 34 55.6
 KV4303
 KV4303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4303!SPC NJ       -   1.00000493  x   0.99991353  =   0.99991846
 KV4303!SPC NY L     -   1.00000493  x   0.99999779  =   1.00000272
 KV4303!UTM  18      -   1.00000493  x   0.99966994  =   0.99967487
 KV4303
 KV4303:                Primary Azimuth Mark                     Grid Az
 KV4303:SPC NJ       -  CRUCIBLE STEEL CO CHIMNEY                061 26 14.3
 KV4303:SPC NY L     -  CRUCIBLE STEEL CO CHIMNEY                061 45 49.0
 KV4303:UTM  18      -  CRUCIBLE STEEL CO CHIMNEY                061 06 40.1
 KV4303
 KV4303|---------------------------------------------------------------------|
 KV4303| PID    Reference Object                     Distance      Geod. Az  |
 KV4303|                                                           dddmmss.s |
 KV4303| KV4318 CRUCIBLE STEEL CO CHIMNEY           APPROX. 1.3 KM 0614135.7 |
 KV4303| KV4312 JERSEY CITY W SIDE AVE ME CH        APPROX. 1.8 KM 0760932.5 |
 KV4303| CB5738 C 2 RM 1                             18.303 METERS 09842     |
 KV4303| KV4291 JERSEY CITY GERMAN LUTH CH          APPROX. 1.7 KM 1314805.9 |
 KV4303| KV4296 LEHIGH                              APPROX. 1.8 KM 2264214.4 |
 KV4303| KV4299 NEWARK GROSS CO STACK               APPROX. 1.4 KM 2621008.4 |
 KV4303| KV4776 NEW CHIMNEY IN MARSH                APPROX. 4.1 KM 2664859.2 |
 KV4303| KV4770 NEWARK MEADOW BALL BLUE CHIM        APPROX. 3.1 KM 2824709.4 |
 KV4303| KV4324 BUTTERWORTH JUDSON CHEM CHIM        APPROX. 1.7 KM 3102355.0 |
 KV4303|---------------------------------------------------------------------|
 KV4303
 KV4303                          SUPERSEDED SURVEY CONTROL
 KV4303
 KV4303  NAD 83(1996)-  40 42 43.15774(N)    074 06 27.31393(W) AD(       ) 3
 KV4303  NAD 83(1996)-  40 42 43.15608(N)    074 06 27.31583(W) AD(       ) 3
 KV4303  NAD 83(1992)-  40 42 43.15561(N)    074 06 27.31642(W) AD(       ) 3
 KV4303  NAD 83(1986)-  40 42 43.15544(N)    074 06 27.31743(W) AD(       ) 3
 KV4303  NAD 27      -  40 42 42.78400(N)    074 06 28.80400(W) AD(       ) 3
 KV4303
 KV4303.Superseded values are not recommended for survey control.
 KV4303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4303.See file dsdata.txt to determine how the superseded data were derived.
 KV4303
 KV4303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7537907169(NAD 83)
 KV4303_MARKER: DS = TRIANGULATION STATION DISK
 KV4303_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4303_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4303
 KV4303  HISTORY     - Date     Condition        Report By
 KV4303  HISTORY     - 1913     MONUMENTED       CGS
 KV4303  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4303
 KV4303                          STATION DESCRIPTION
 KV4303
 KV4303'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4303'ON THE MIDDLE ONE OF THE THREE POINTS OF THE PENINSULA FORMING
 KV4303'THE EASTERN SIDE OF THE MOUTH OF HACKENSACK RIVER.
 KV4303'
 KV4303'THE STATION IS ABOUT 1/2 MILE W OF THE SHORE ROAD OF JERSEY
 KV4303'CITY, THE SAME DISTANCE BELOW THE CENTER OF THE NEW JERSEY
 KV4303'CENTRAL RAILROAD BRIDGE OVER THE HACKENSACK RIVER AND 24 METERS
 KV4303'FROM THE EXTREME END OF THE POINT.  IT IS MARKED BY A STANDARD
 KV4303'BRASS DISK SET IN THE TOP OF A PIECE OF 4-INCH TILE PIPE FILLED
 KV4303'WITH CONCRETE AND SUNK TO THE GROUND LEVEL.
 KV4303'
 KV4303'TWO REFERENCE MARKS EACH A COPPER NAIL IN THE TOP OF A
 KV4303'CYLINDER OF CONCRETE CONTAINED IN A PIECE OF 3-INCH TILE PIPE,
 KV4303'ARE PLACED RESPECTIVELY 60.05 FEET ESE AND 58.90 FEET S 3/4 E
 KV4303'FROM THE STATION.
 KV4303
 KV4303                          STATION RECOVERY (1931)
 KV4303
 KV4303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4303'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0944 ***********************************************************************
 KV0944  CBN         -  This is a Cooperative Base Network Control Station.
 KV0944  DESIGNATION -  C 2 RESET
 KV0944  PID         -  KV0944
 KV0944  STATE/COUNTY-  NJ/MIDDLESEX
 KV0944  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0944
 KV0944                         *CURRENT SURVEY CONTROL
 KV0944  ___________________________________________________________________
 KV0944* NAD 83(1996)-  40 25 35.43395(N)    074 20 41.87912(W)     ADJUSTED  
 KV0944* NAVD 88     -         3.041  (meters)       9.98   (feet)  ADJUSTED  
 KV0944  ___________________________________________________________________
 KV0944  X           -   1,312,014.857 (meters)                     COMP
 KV0944  Y           -  -4,681,742.896 (meters)                     COMP
 KV0944  Z           -   4,114,131.933 (meters)                     COMP
 KV0944  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 KV0944  ELLIP HEIGHT-         -29.53  (meters)          (09/23/02) GPS OBS
 KV0944  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KV0944  DYNAMIC HT  -           3.040 (meters)       9.97  (feet)  COMP
 KV0944  MODELED GRAV-     980,205.0   (mgal)                       NAVD 88
 KV0944
 KV0944  HORZ ORDER  -  B
 KV0944  VERT ORDER  -  FIRST     CLASS II
 KV0944  ELLP ORDER  -  FOURTH    CLASS I
 KV0944
 KV0944.The horizontal coordinates were established by GPS observations
 KV0944.and adjusted by the National Geodetic Survey in July 1997..
 KV0944
 KV0944.The orthometric height was determined by differential leveling
 KV0944.and adjusted by the National Geodetic Survey in June 1991..
 KV0944
 KV0944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0944
 KV0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0944
 KV0944.The ellipsoidal height was determined by GPS observations
 KV0944.and is referenced to NAD 83.
 KV0944
 KV0944.The geoid height was determined by GEOID03.
 KV0944
 KV0944.The dynamic height is computed by dividing the NAVD 88
 KV0944.geopotential number by the normal gravity value computed on the
 KV0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0944.degrees latitude (g = 980.6199 gals.).
 KV0944
 KV0944.The modeled gravity was interpolated from observed gravity values.
 KV0944
 KV0944;                    North         East     Units Scale Factor Converg.
 KV0944;SPC NJ       -   176,880.281   163,154.867   MT  0.99990213   +0 06 01.9
 KV0944;SPC NJ       -   580,314.72    535,283.93   sFT  0.99990213   +0 06 01.9
 KV0944;SPC NY L     -    28,911.886   270,725.512   MT  1.00002206   -0 13 32.3
 KV0944;SPC NY L     -    94,855.08    888,205.28   sFT  1.00002206   -0 13 32.3
 KV0944;UTM  18      - 4,475,303.314   555,564.238   MT  0.99963800   +0 25 29.2
 KV0944
 KV0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0944!SPC NJ       -   1.00000463  x   0.99990213  =   0.99990676
 KV0944!SPC NY L     -   1.00000463  x   1.00002206  =   1.00002669
 KV0944!UTM  18      -   1.00000463  x   0.99963800  =   0.99964263
 KV0944
 KV0944                          SUPERSEDED SURVEY CONTROL
 KV0944
 KV0944  ELLIP H (07/24/97)  -29.53   (m)                       GP(       ) 3 2
 KV0944  NAD 83(1992)-  40 25 35.43303(N)    074 20 41.87900(W) AD(       ) B
 KV0944  ELLIP H (04/16/93)  -29.59   (m)                       GP(       ) 3 1
 KV0944  NAD 83(1986)-  40 25 35.43407(N)    074 20 41.88150(W) AD(       ) 1
 KV0944  ELLIP H (01/27/92)  -29.39   (m)                       GP(       ) 4 1
 KV0944  NAD 83(1986)-  40 25 35.43688(N)    074 20 41.87686(W) AD(       ) 3
 KV0944  NAD 27      -  40 25 35.05272(N)    074 20 43.34168(W) AD(       ) 3
 KV0944  NAVD 88 (01/21/93)    3.04   (m)           10.0    (f) LEVELING    3  
 KV0944  NGVD 29 (01/10/92)    3.371  (m)           11.06   (f) ADJUSTED    1 2
 KV0944
 KV0944.Superseded values are not recommended for survey control.
 KV0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0944.See file dsdata.txt to determine how the superseded data were derived.
 KV0944
 KV0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5556475303(NAD 83)
 KV0944_MARKER: DB = BENCH MARK DISK
 KV0944_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV0944_SP_SET: RAILROAD WATER CRANE BASE
 KV0944_STAMPING: C 2 RESET 1938
 KV0944_MARK LOGO: CGS   
 KV0944_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0944+STABILITY: SURFACE MOTION
 KV0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0944+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 KV0944
 KV0944  HISTORY     - Date     Condition        Report By
 KV0944  HISTORY     - 1938     MONUMENTED       CGS
 KV0944  HISTORY     - 1952     GOOD             CGS
 KV0944  HISTORY     - 1974     GOOD             NGS
 KV0944  HISTORY     - 19870822 GOOD
 KV0944  HISTORY     - 19871104 GOOD
 KV0944  HISTORY     - 19900108 GOOD             NJGS
 KV0944  HISTORY     - 19900108 GOOD             NJGS
 KV0944  HISTORY     - 19910801 GOOD
 KV0944  HISTORY     - 19920424 GOOD             NGS
 KV0944  HISTORY     - 19930325 GOOD             NJHA
 KV0944  HISTORY     - 19930805 GOOD             NJGS
 KV0944  HISTORY     - 19940513 GOOD             NJGS
 KV0944  HISTORY     - 19961122 GOOD             NJGS
 KV0944  HISTORY     - 20010326 GOOD             NJGS
 KV0944  HISTORY     - 20021031 GOOD             NJGS
 KV0944  HISTORY     - 20050411 GOOD             NJGS
 KV0944
 KV0944                          STATION DESCRIPTION
 KV0944
 KV0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0944'AT BROWNS YARD.
 KV0944'AT BROWNS YARD, ALONG THE PENNSYLVANIA RAILROAD, IN THE TOP
 KV0944'OF THE SOUTHWEST CORNER OF BASE OF A RAILROAD WATER CRANE, 21
 KV0944'FEET NORTH OF NORTH RAIL OF TRACK, 192 FEET WEST-SOUTHWEST OF
 KV0944'SOUTHWEST CORNER OF YARDMASTERS BRICK SHACK, 108 FEET WEST OF
 KV0944'SOUTHWEST CORNER OF A SECTION HOUSE, 73 FEET WEST-SOUTHWEST OF
 KV0944'MILE POST 6/55, 4 FEET NORTH OF NORTH RAIL OF A SIDE TRACK AND
 KV0944'ABOUT LEVEL WITH TRACKS.
 KV0944
 KV0944                          STATION RECOVERY (1974)
 KV0944
 KV0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0944'RECOVERED IN GOOD CONDITION.
 KV0944
 KV0944                          STATION RECOVERY (1987)
 KV0944
 KV0944'RECOVERED 1987
 KV0944'RECOVERED IN GOOD CONDITION.
 KV0944
 KV0944                          STATION RECOVERY (1987)
 KV0944
 KV0944'RECOVERED 1987
 KV0944'RECOVERED IN GOOD CONDITION.
 KV0944
 KV0944                          STATION RECOVERY (1990)
 KV0944
 KV0944'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV0944'THE STATION IS LOCATED IN MADISON TOWNSHIP, IN THE BROWNS YARD CONRAIL
 KV0944'RAILROAD YARD.  TO REACH THE STATION FROM THE STATE ROUTE 18 SPANNING
 KV0944'THE BORDENTOWN AMBOY TURNPIKE, COUNTY ROAD 615, PROCEED 2.48 KM
 KV0944'(1.55 MI) NORTHEAST ON ROUTE 625 TO THE JUNCTION WITH THE GRAVEL
 KV0944'ENTRANCE ROAD TO BROWNS YARD, THE ROAD IS SOUTHWEST OF A ONE STORY
 KV0944'BRICK WATER PUMPING BUILDING.  TURN RIGHT ON BROWNS ROAD AND GO ABOUT
 KV0944'0.08 KM (0.05 MI) SOUTH THRU THE PARKING YARD TO THE STATION SET IN
 KV0944'THE SOUTH CORNER OF A CONCRETE FOUNDATION OF A DISMANTLED RAILROAD
 KV0944'WATER CRANE, 6.30 M (20.67 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE
 KV0944'MAIN TRACKS, 17.6 M (57.7 FT) SOUTHWEST OF RAILROAD MILEPOST NUMBER
 KV0944'6, 12.45 M (40.85 FT) SOUTH OF A FLOOD LIGHT POLE, 20.7 M (67.9 FT)
 KV0944'EAST OF THE EAST CORNER OF A CORRUGATED BLUE METAIL WAREHOUSE FOR THE
 KV0944'NATIONAL GLASS COMPANY, 18.1 M (59.4 FT) NORTHEAST OF A CATENARY
 KV0944'TOWER, 0.5 M (1.6 FT) SOUTH OF A CARSONITE WITNESS POST AND FLUSH
 KV0944'WITH THE GROUND.
 KV0944
 KV0944                          STATION RECOVERY (1990)
 KV0944
 KV0944'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV0944'THE STATION IS LOCATED IN MADISON TOWNSHIP, IN THE BROWNS YARD CONRAIL
 KV0944'RAILROAD YARD, TO REACH THE STATION FROM THE STATE ROUTE 18 SPANNING
 KV0944'THE BORDENTOWN AMBOY TURNPIKE, COUNTY ROAD 615, PROCEED 2.48 KM
 KV0944'(1.54 MI) NORTHEAST ON ROUTE 625 TO THE JUNCTION WITH THE GRAVEL
 KV0944'ENTRANCE ROAD TO BROWNS YARD, THE ROAD IS SOUTHWEST OF A ONE STORY
 KV0944'BRICK WATER PUMPING BUILDING.  TURN RIGHT ON BROWNS ROAD AND GO ABOUT
 KV0944'0.08 KM (0.05 MI) SOUTH THRU THE PARKING YARD TO THE STATION SET IN
 KV0944'THE SOUTH CORNER OF A CONCRETE FOUNDATION OF A DISMANTLED RAILROAD
 KV0944'WATER CRANE, 6.30 M (20.67 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE
 KV0944'MAIN TRACKS, 17.6 M (57.7 FT) SOUTHWEST OF RAILROAD MILEPOST NUMBER
 KV0944'6, 12.45 M (40.85 FT) SOUTH OF A FLOOD LIGHT POLE, 20.7 M (67.9 FT)
 KV0944'EAST OF THE EAST CORNER OF A CORRUGATED BLUE METAIL WAREHOUSE FOR THE
 KV0944'NATIONAL GLASS COMPANY, 18.1 M (59.4 FT) NORTHEAST OF A CATENARY
 KV0944'TOWER, 0.5 M (1.6 FT) SOUTH OF A CARSONITE WITNESS POST AND FLUSH
 KV0944'WITH THE GROUND.
 KV0944
 KV0944                          STATION RECOVERY (1991)
 KV0944
 KV0944'RECOVERED 1991
 KV0944'RECOVERED IN GOOD CONDITION.
 KV0944
 KV0944                          STATION RECOVERY (1992)
 KV0944
 KV0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 KV0944'STATION NOT VISITED BY THIS PARTY.  NJ STATE ADVISOR WILL INCORPORATE
 KV0944'THIS STATION INTO PROJECT.
 KV0944
 KV0944                          STATION RECOVERY (1993)
 KV0944
 KV0944'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 KV0944'RECOVERED IN GOOD CONDITION.
 KV0944
 KV0944                          STATION RECOVERY (1993)
 KV0944
 KV0944'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV0944'THE STATION IS LOCATED IN MADISON TOWNSHIP, IN THE BROWNS YARD CONRAIL
 KV0944'RAILROAD YARD.  TO REACH THE STATION FROM THE STATE ROUTE 18 BRIDGE
 KV0944'SPANNING THE BORDENTOWN AMBOY TURNPIKE, COUNTY ROAD 615, IN OLD
 KV0944'BRIDGE, PROCEED 2.48 KM (1.54 MI) NORTHEAST ON ROUTE 615 TO THE
 KV0944'JUNCTION WITH THE GRAVEL ENTRANCE ROAD TO BROWNS YARD, THE ROAD IS
 KV0944'SOUTHWEST OF A ONE STORY BRICK WATER PUMPING BUILDING.  TURN RIGHT ON
 KV0944'BROWNS ROAD AND GO ABOUT 0.08 KM (0.05 MI) SOUTH THRU THE PARKING
 KV0944'YARD TO THE STATION SET IN THE SOUTH CORNER OF A CONCRETE FOUNDATION
 KV0944'OF A DISMANTLED RAILROAD WATER CRANE, 6.30 M (20.67 FT) NORTHWEST OF
 KV0944'THE NORTHWEST RAIL OF THE MAIN TRACKS, 17.6 M (57.7 FT) SOUTHWEST OF
 KV0944'RAILROAD MILEPOST NUMBER 6, 12.45 M (40.85 FT) SOUTH OF A FLOOD LIGHT
 KV0944'POLE, 20.7 M (67.9 FT) EAST OF THE EAST CORNER OF A CORRUGATED BLUE
 KV0944'METAIL WAREHOUSE FOR THE NATIONAL GLASS COMPANY, 18.1 M (59.4 FT)
 KV0944'NORTHEAST OF A CATENARY TOWER, 0.5 M (1.6 FT) SOUTH OF A CARSONITE
 KV0944'WITNESS POST AND FLUSH WITH THE GROUND, THERE IS A SMALL METAL HIGH
 KV0944'VOLTAGE SHED JUST EAST OF THE STATION.
 KV0944
 KV0944                          STATION RECOVERY (1994)
 KV0944
 KV0944'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 KV0944'THE STATION IS LOCATED IN MADISON TOWNSHIP, IN THE BROWNS YARD CONRAIL
 KV0944'CHEMICAL COAST RAILROAD YARD.  TO REACH THE STATION FROM THE STATE
 KV0944'ROUTE 18 BRIDGE OVER THE BORDENTOWN AMBOY TURNPIKE, COUNTY ROAD 615,
 KV0944'IN OLD BRIDGE, GO 2.48 KM (1.54 MI) NORTHEAST ON COUNTY ROAD 615 TO
 KV0944'THE JUNCTION WITH THE ASPHALT PAVED ENTRANCE ROAD TO LEADING TO BROWNS
 KV0944'YARD.  THE ROAD IS SOUTHWEST OF A ONE STORY BRICK WATER PUMPING
 KV0944'BUILDING.  TURN RIGHT ON BROWNS ROAD AND GO ABOUT 0.08 KM (0.05 MI)
 KV0944'SOUTH THRU THE PARKING YARD TO THE STATION SET IN THE SOUTH CORNER OF
 KV0944'A CONCRETE FOUNDATION OF A DISMANTLED RAILROAD WATER CRANE, 6.30 M
 KV0944'(20.67 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACKS, 17.6 M
 KV0944'(57.7 FT) SOUTHWEST OF RAILROAD MILEPOST NUMBER 6, 12.45 M (40.85 FT)
 KV0944'SOUTH OF A FLOOD LIGHT POLE, 20.7 M (67.9 FT) EAST OF THE EAST CORNER
 KV0944'OF A CORRUGATED BLUE METAIL WAREHOUSE FOR THE NATIONAL GLASS COMPANY,
 KV0944'18.1 M (59.4 FT) NORTHEAST OF A CATENARY TOWER, 0.5 M (1.6 FT) SOUTH
 KV0944'OF A CARSONITE WITNESS POST, 7.7 FT (2.3 M) EAST NORTHEAST FROM THE
 KV0944'NORTHEAST CORNER OF A SMALL METAL SHED AND SET FLUSH WITH THE GROUND.
 KV0944
 KV0944                          STATION RECOVERY (1996)
 KV0944
 KV0944'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (RJK)
 KV0944'RECOVERED AS DESCRIBED.
 KV0944
 KV0944                          STATION RECOVERY (2001)
 KV0944
 KV0944'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV0944'RECOVERED IN GOOD CONDITION.
 KV0944
 KV0944                          STATION RECOVERY (2002)
 KV0944
 KV0944'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (PCD)
 KV0944'RECOVERED IN GOOD CONDITION.
 KV0944
 KV0944                          STATION RECOVERY (2005)
 KV0944
 KV0944'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 KV0944'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0640 ***********************************************************************
 KV0640  DESIGNATION -  C 20
 KV0640  PID         -  KV0640
 KV0640  STATE/COUNTY-  NJ/MORRIS
 KV0640  USGS QUAD   -  MORRISTOWN (1981)
 KV0640
 KV0640                         *CURRENT SURVEY CONTROL
 KV0640  ___________________________________________________________________
 KV0640* NAD 83(1986)-  40 46 42.     (N)    074 26 35.     (W)     SCALED    
 KV0640* NAVD 88     -       116.068  (meters)     380.80   (feet)  ADJUSTED  
 KV0640  ___________________________________________________________________
 KV0640  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV0640  DYNAMIC HT  -         116.018 (meters)     380.64  (feet)  COMP
 KV0640  MODELED GRAV-     980,188.2   (mgal)                       NAVD 88
 KV0640
 KV0640  VERT ORDER  -  SECOND    CLASS 0
 KV0640
 KV0640.The horizontal coordinates were scaled from a topographic map and have
 KV0640.an estimated accuracy of +/- 6 seconds.
 KV0640
 KV0640.The orthometric height was determined by differential leveling
 KV0640.and adjusted by the National Geodetic Survey in June 1991..
 KV0640
 KV0640.The geoid height was determined by GEOID03.
 KV0640
 KV0640.The dynamic height is computed by dividing the NAVD 88
 KV0640.geopotential number by the normal gravity value computed on the
 KV0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0640.degrees latitude (g = 980.6199 gals.).
 KV0640
 KV0640.The modeled gravity was interpolated from observed gravity values.
 KV0640
 KV0640;                    North         East    Units  Estimated Accuracy
 KV0640;SPC NJ       -   215,940.      154,810.      MT  (+/- 180 meters Scaled)
 KV0640
 KV0640                          SUPERSEDED SURVEY CONTROL
 KV0640
 KV0640  NGVD 29 (??/??/??)  116.346  (m)          381.71   (f) ADJUSTED    2 0
 KV0640
 KV0640.Superseded values are not recommended for survey control.
 KV0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0640.See file dsdata.txt to determine how the superseded data were derived.
 KV0640
 KV0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL469143(NAD 83)
 KV0640_MARKER: DB = BENCH MARK DISK
 KV0640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0640_SP_SET: CONCRETE BASE
 KV0640_STAMPING: C 20 1935
 KV0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0640
 KV0640  HISTORY     - Date     Condition        Report By
 KV0640  HISTORY     - 1935     MONUMENTED       CGS
 KV0640  HISTORY     - 1960     GOOD             CGS
 KV0640  HISTORY     - 1966     GOOD             CGS
 KV0640  HISTORY     - 1977     GOOD             NGS
 KV0640  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0640  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 KV0640  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 KV0640
 KV0640                          STATION DESCRIPTION
 KV0640
 KV0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV0640'2 MI SE FROM MORRISTOWN.
 KV0640'2.0 MILES SOUTHEAST ALONG THE DELAWARE, LACKWANNA AND WESTERN
 KV0640'RAILROAD FROM THE MORRIS STREET UNDERPASS AT MORRISTOWN, MORRIS
 KV0640'COUNTY, AT CONVENT, 100 FEET EAST OF THE POST OFFICE, AT THE
 KV0640'CROSSING OF A ROAD LEADING TO THE COLLEGE, AT AN ELECTRIC ALARM,
 KV0640'IN THE TOP OF THE CONCRETE BASE, AND ON THE WEST SIDE OF THE
 KV0640'TRACK.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS
 KV0640'NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE
 KV0640'ERIE LACKAWANNA RAILROAD.
 KV0640
 KV0640                          STATION RECOVERY (1966)
 KV0640
 KV0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KV0640'RECOVERED IN GOOD CONDITION.
 KV0640
 KV0640                          STATION RECOVERY (1977)
 KV0640
 KV0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KV0640'RECOVERED IN GOOD CONDITION.
 KV0640
 KV0640                          STATION RECOVERY (1985)
 KV0640
 KV0640'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0640'MARK NOT FOUND.
 KV0640
 KV0640                          STATION RECOVERY (1991)
 KV0640
 KV0640'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWK)
 KV0640'MARK NOT FOUND.
 KV0640
 KV0640                          STATION RECOVERY (1995)
 KV0640
 KV0640'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1613 ***********************************************************************
 KV1613  DESIGNATION -  C 22
 KV1613  PID         -  KV1613
 KV1613  STATE/COUNTY-  NJ/WARREN
 KV1613  USGS QUAD   -  BELVIDERE (1992)
 KV1613
 KV1613                         *CURRENT SURVEY CONTROL
 KV1613  ___________________________________________________________________
 KV1613* NAD 83(1986)-  40 45 59.     (N)    075 00 59.     (W)     SCALED    
 KV1613* NAVD 88     -       162.659  (meters)     533.66   (feet)  ADJUSTED  
 KV1613  ___________________________________________________________________
 KV1613  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KV1613  DYNAMIC HT  -         162.582 (meters)     533.40  (feet)  COMP
 KV1613  MODELED GRAV-     980,152.6   (mgal)                       NAVD 88
 KV1613
 KV1613  VERT ORDER  -  SECOND    CLASS 0
 KV1613
 KV1613.The horizontal coordinates were scaled from a topographic map and have
 KV1613.an estimated accuracy of +/- 6 seconds.
 KV1613
 KV1613.The orthometric height was determined by differential leveling
 KV1613.and adjusted by the National Geodetic Survey in June 1991..
 KV1613
 KV1613.The geoid height was determined by GEOID03.
 KV1613
 KV1613.The dynamic height is computed by dividing the NAVD 88
 KV1613.geopotential number by the normal gravity value computed on the
 KV1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1613.degrees latitude (g = 980.6199 gals.).
 KV1613
 KV1613.The modeled gravity was interpolated from observed gravity values.
 KV1613
 KV1613;                    North         East    Units  Estimated Accuracy
 KV1613;SPC NJ       -   214,740.      106,410.      MT  (+/- 180 meters Scaled)
 KV1613
 KV1613                          SUPERSEDED SURVEY CONTROL
 KV1613
 KV1613  NGVD 29 (??/??/??)  162.879  (m)          534.38   (f) ADJUSTED    2 0
 KV1613
 KV1613.Superseded values are not recommended for survey control.
 KV1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1613.See file dsdata.txt to determine how the superseded data were derived.
 KV1613
 KV1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL986128(NAD 83)
 KV1613_MARKER: DB = BENCH MARK DISK
 KV1613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1613_SP_SET: BRIDGE BANNISTER FOUNDATION
 KV1613_STAMPING: C 22 1942
 KV1613_MARK LOGO: CGS   
 KV1613_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1613+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 KV1613
 KV1613  HISTORY     - Date     Condition        Report By
 KV1613  HISTORY     - 1942     MONUMENTED       CGS
 KV1613  HISTORY     - 1985     GOOD             NJGS
 KV1613  HISTORY     - 19950119 GOOD             NJGS
 KV1613
 KV1613                          STATION DESCRIPTION
 KV1613
 KV1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1613'1.4 MI W FROM WASHINGTON.
 KV1613'1.4 MILES WEST ALONG STATE HIGHWAY 24 FROM THE UNDERPASS AT
 KV1613'WASHINGTON, WARREN COUNTY, THENCE ABOUT 1.4 MILES NORTHWEST
 KV1613'ALONG A MACADAM ROAD, AT THE NORTHWEST ABUTMENT OF A
 KV1613'CONCRETE BRIDGE, IN THE NORTHWEST END OF THE FOUNDATION OF THE
 KV1613'BANNISTER, 14.2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 KV1613'AND ABOUT 8 INCHES HIGHER THAN THE ROAD.  A STANDARD DISK,
 KV1613'STAMPED C 22 1942.
 KV1613
 KV1613                          STATION RECOVERY (1985)
 KV1613
 KV1613'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1985
 KV1613'STATE HIGHWAY 24 IS NOW 57. 'MACADAM ROAD' THE BENCH MARK IS ON BRASS
 KV1613'CASTLE ROAD, WARREN COUNTY ROUTE 623. THE MILEAGES TO REACH THE MARK
 KV1613'ARE STILL GOOD. THE BRIDGE IN WHICH MARK IS SET IS IN A CURVE TO THE
 KV1613'RIGHT WHEN HEADING NORTHWEST ALONG BRASS CASTLE ROAD FROM ROUTE 57.
 KV1613'MARK IS 230' SOUTH OF THE CENTERLINE OF A T-ROAD HEADING WEST (COUNTY
 KV1613'ROUTE 647). MARK IS NOW 2 INCHES ABOVE THE PAVEMENT.
 KV1613
 KV1613                          STATION RECOVERY (1995)
 KV1613
 KV1613'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1613'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1591 ***********************************************************************
 KV1591  DESIGNATION -  C 23
 KV1591  PID         -  KV1591
 KV1591  STATE/COUNTY-  NJ/WARREN
 KV1591  USGS QUAD   -  BELVIDERE (1992)
 KV1591
 KV1591                         *CURRENT SURVEY CONTROL
 KV1591  ___________________________________________________________________
 KV1591* NAD 83(1986)-  40 48 16.     (N)    075 04 36.     (W)     SCALED    
 KV1591* NAVD 88     -       103.341  (meters)     339.04   (feet)  ADJUSTED  
 KV1591  ___________________________________________________________________
 KV1591  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KV1591  DYNAMIC HT  -         103.294 (meters)     338.89  (feet)  COMP
 KV1591  MODELED GRAV-     980,171.0   (mgal)                       NAVD 88
 KV1591
 KV1591  VERT ORDER  -  SECOND    CLASS 0
 KV1591
 KV1591.The horizontal coordinates were scaled from a topographic map and have
 KV1591.an estimated accuracy of +/- 6 seconds.
 KV1591
 KV1591.The orthometric height was determined by differential leveling
 KV1591.and adjusted by the National Geodetic Survey in June 1991..
 KV1591
 KV1591.The geoid height was determined by GEOID03.
 KV1591
 KV1591.The dynamic height is computed by dividing the NAVD 88
 KV1591.geopotential number by the normal gravity value computed on the
 KV1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1591.degrees latitude (g = 980.6199 gals.).
 KV1591
 KV1591.The modeled gravity was interpolated from observed gravity values.
 KV1591
 KV1591;                    North         East    Units  Estimated Accuracy
 KV1591;SPC NJ       -   218,990.      101,340.      MT  (+/- 180 meters Scaled)
 KV1591
 KV1591                          SUPERSEDED SURVEY CONTROL
 KV1591
 KV1591  NGVD 29 (??/??/??)  103.552  (m)          339.74   (f) ADJUSTED    2 0
 KV1591
 KV1591.Superseded values are not recommended for survey control.
 KV1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1591.See file dsdata.txt to determine how the superseded data were derived.
 KV1591
 KV1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL935170(NAD 83)
 KV1591_MARKER: DB = BENCH MARK DISK
 KV1591_SETTING: 0 = UNSPECIFIED SETTING
 KV1591_STAMPING: C 23 1942
 KV1591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1591
 KV1591  HISTORY     - Date     Condition        Report By
 KV1591  HISTORY     - 1942     MONUMENTED       CGS
 KV1591  HISTORY     - 19950119 MARK NOT FOUND   NJGS
 KV1591  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 KV1591
 KV1591                          STATION DESCRIPTION
 KV1591
 KV1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1591'2 MI NE FROM ROXBURG.
 KV1591'1.9 MILE SOUTHWEST ALONG STATE HIGHWAY 543 FROM THE INTERSECTION
 KV1591'OF MARKET AND WATER STREETS AT BELVIDERE, WARREN COUNTY, 23.3
 KV1591'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17.6 FEET
 KV1591'NORTHEAST OF A 30 INCH OAK TREE, 16.9 FEET SOUTHWEST OF A 48
 KV1591'INCH ELM TREE, 2 FEET SOUTHEAST OF A FENCE PARALLELING THE HIGHWAY,
 KV1591'AND ABOUT LEVEL WITH THE HIGHWAY.
 KV1591
 KV1591                          STATION RECOVERY (1995)
 KV1591
 KV1591'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1591'THE STATION WAS NOT RECOVERED AT THIS TIME.
 KV1591
 KV1591                          STATION RECOVERY (1995)
 KV1591
 KV1591'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1326 ***********************************************************************
 KV1326  DESIGNATION -  C 24
 KV1326  PID         -  KV1326
 KV1326  STATE/COUNTY-  NJ/MORRIS
 KV1326  USGS QUAD   -  HACKETTSTOWN (1976)
 KV1326
 KV1326                         *CURRENT SURVEY CONTROL
 KV1326  ___________________________________________________________________
 KV1326* NAD 83(1986)-  40 45 09.     (N)    074 49 33.     (W)     SCALED    
 KV1326* NAVD 88     -       151.010  (meters)     495.44   (feet)  ADJUSTED  
 KV1326  ___________________________________________________________________
 KV1326  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KV1326  DYNAMIC HT  -         150.938 (meters)     495.20  (feet)  COMP
 KV1326  MODELED GRAV-     980,146.4   (mgal)                       NAVD 88
 KV1326
 KV1326  VERT ORDER  -  SECOND    CLASS 0
 KV1326
 KV1326.The horizontal coordinates were scaled from a topographic map and have
 KV1326.an estimated accuracy of +/- 6 seconds.
 KV1326
 KV1326.The orthometric height was determined by differential leveling
 KV1326.and adjusted by the National Geodetic Survey in June 1991..
 KV1326
 KV1326.The geoid height was determined by GEOID03.
 KV1326
 KV1326.The dynamic height is computed by dividing the NAVD 88
 KV1326.geopotential number by the normal gravity value computed on the
 KV1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1326.degrees latitude (g = 980.6199 gals.).
 KV1326
 KV1326.The modeled gravity was interpolated from observed gravity values.
 KV1326
 KV1326;                    North         East    Units  Estimated Accuracy
 KV1326;SPC NJ       -   213,120.      122,490.      MT  (+/- 180 meters Scaled)
 KV1326
 KV1326                          SUPERSEDED SURVEY CONTROL
 KV1326
 KV1326  NGVD 29 (??/??/??)  151.237  (m)          496.18   (f) ADJUSTED    2 0
 KV1326
 KV1326.Superseded values are not recommended for survey control.
 KV1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1326.See file dsdata.txt to determine how the superseded data were derived.
 KV1326
 KV1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL147112(NAD 83)
 KV1326_MARKER: DB = BENCH MARK DISK
 KV1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1326_STAMPING: C 24 1942
 KV1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1326+STABILITY: SURFACE MOTION
 KV1326
 KV1326  HISTORY     - Date     Condition        Report By
 KV1326  HISTORY     - 1942     MONUMENTED       CGS
 KV1326
 KV1326                          STATION DESCRIPTION
 KV1326
 KV1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1326'0.5 MI SW FROM MIDDLE VALLEY.
 KV1326'0.5 MILE SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 KV1326'FROM THE CROSSING AT MIDDLE VALLEY, MORRIS COUNTY, 9.2 FEET
 KV1326'SOUTH OF MILEPOST 8, 3 1/2 RAILS SOUTH OF A PRIVATE ROAD
 KV1326'CROSSING, 13.1 FEET EAST OF THE CENTERLINE OF THE TRACK, AND
 KV1326'ABOUT 3 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1313 ***********************************************************************
 KV1313  DESIGNATION -  C 25
 KV1313  PID         -  KV1313
 KV1313  STATE/COUNTY-  NJ/SOMERSET
 KV1313  USGS QUAD   -  GLADSTONE (1995)
 KV1313
 KV1313                         *CURRENT SURVEY CONTROL
 KV1313  ___________________________________________________________________
 KV1313* NAD 83(1986)-  40 38 01.     (N)    074 38 02.     (W)     SCALED    
 KV1313* NAVD 88     -        70.134  (meters)     230.10   (feet)  ADJUSTED  
 KV1313  ___________________________________________________________________
 KV1313  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KV1313  DYNAMIC HT  -          70.103 (meters)     230.00  (feet)  COMP
 KV1313  MODELED GRAV-     980,177.4   (mgal)                       NAVD 88
 KV1313
 KV1313  VERT ORDER  -  SECOND    CLASS 0
 KV1313
 KV1313.The horizontal coordinates were scaled from a topographic map and have
 KV1313.an estimated accuracy of +/- 6 seconds.
 KV1313
 KV1313.The orthometric height was determined by differential leveling
 KV1313.and adjusted by the National Geodetic Survey in June 1991..
 KV1313
 KV1313.The geoid height was determined by GEOID03.
 KV1313
 KV1313.The dynamic height is computed by dividing the NAVD 88
 KV1313.geopotential number by the normal gravity value computed on the
 KV1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1313.degrees latitude (g = 980.6199 gals.).
 KV1313
 KV1313.The modeled gravity was interpolated from observed gravity values.
 KV1313
 KV1313;                    North         East    Units  Estimated Accuracy
 KV1313;SPC NJ       -   199,870.      138,670.      MT  (+/- 180 meters Scaled)
 KV1313
 KV1313                          SUPERSEDED SURVEY CONTROL
 KV1313
 KV1313  NGVD 29 (??/??/??)   70.406  (m)          230.99   (f) ADJUSTED    2 0
 KV1313
 KV1313.Superseded values are not recommended for survey control.
 KV1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1313.See file dsdata.txt to determine how the superseded data were derived.
 KV1313
 KV1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK309981(NAD 83)
 KV1313_MARKER: DB = BENCH MARK DISK
 KV1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1313_STAMPING: C 25 1942
 KV1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1313+STABILITY: SURFACE MOTION
 KV1313
 KV1313  HISTORY     - Date     Condition        Report By
 KV1313  HISTORY     - 1942     MONUMENTED       CGS
 KV1313  HISTORY     - 1957     GOOD             CGS
 KV1313  HISTORY     - 20010331 GOOD             NGS
 KV1313  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 KV1313
 KV1313                          STATION DESCRIPTION
 KV1313
 KV1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KV1313'1 MI SE FROM PLUCKEMIN.
 KV1313'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 31 FROM THE PRESBYTARIAN
 KV1313'CHURCH AT PLUCKEMIN, SOMERSET COUNTY, 76.2 FEET NORTH OF POLE
 KV1313'70022-BWT, 51.4 FEET EAST ACROSS THE HIGHWAY FROM POLE
 KV1313'70021-BWT, 29.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 KV1313'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 KV1313
 KV1313                          STATION RECOVERY (2001)
 KV1313
 KV1313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1313'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV1313
 KV1313                          STATION RECOVERY (2005)
 KV1313
 KV1313'RECOVERY NOTE BY US POWER SQUADRON 2005 (TN)
 KV1313'OLD DIRECTIONS, RT 31 NOW RT 202/206. TELEPHONE POLE NUMBER NOT FOUND.
 KV1313' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1186 ***********************************************************************
 KV1186  DESIGNATION -  C 26
 KV1186  PID         -  KV1186
 KV1186  STATE/COUNTY-  NJ/SOMERSET
 KV1186  USGS QUAD   -  RARITAN (1981)
 KV1186
 KV1186                         *CURRENT SURVEY CONTROL
 KV1186  ___________________________________________________________________
 KV1186* NAD 83(1986)-  40 35 33.     (N)    074 41 03.     (W)     SCALED    
 KV1186* NAVD 88     -        26.003  (meters)      85.31   (feet)  ADJUSTED  
 KV1186  ___________________________________________________________________
 KV1186  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KV1186  DYNAMIC HT  -          25.991 (meters)      85.27  (feet)  COMP
 KV1186  MODELED GRAV-     980,177.5   (mgal)                       NAVD 88
 KV1186
 KV1186  VERT ORDER  -  FIRST     CLASS II
 KV1186
 KV1186.The horizontal coordinates were scaled from a topographic map and have
 KV1186.an estimated accuracy of +/- 6 seconds.
 KV1186
 KV1186.The orthometric height was determined by differential leveling
 KV1186.and adjusted by the National Geodetic Survey in June 1991..
 KV1186
 KV1186.The geoid height was determined by GEOID03.
 KV1186
 KV1186.The dynamic height is computed by dividing the NAVD 88
 KV1186.geopotential number by the normal gravity value computed on the
 KV1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1186.degrees latitude (g = 980.6199 gals.).
 KV1186
 KV1186.The modeled gravity was interpolated from observed gravity values.
 KV1186
 KV1186;                    North         East    Units  Estimated Accuracy
 KV1186;SPC NJ       -   195,320.      134,410.      MT  (+/- 180 meters Scaled)
 KV1186
 KV1186                          SUPERSEDED SURVEY CONTROL
 KV1186
 KV1186  NGVD 29 (01/10/92)   26.258  (m)           86.15   (f) ADJUSTED    1 2
 KV1186
 KV1186.Superseded values are not recommended for survey control.
 KV1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1186.See file dsdata.txt to determine how the superseded data were derived.
 KV1186
 KV1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK267935(NAD 83)
 KV1186_MARKER: DB = BENCH MARK DISK
 KV1186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1186_SP_SET: BRIDGE WALL
 KV1186_STAMPING: C 26 1942
 KV1186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1186
 KV1186  HISTORY     - Date     Condition        Report By
 KV1186  HISTORY     - 1942     MONUMENTED       CGS
 KV1186  HISTORY     - 1950     GOOD             CGS
 KV1186  HISTORY     - 1974     GOOD             USGS
 KV1186  HISTORY     - 1978     GOOD             NGS
 KV1186  HISTORY     - 1985     GOOD             USPSQD
 KV1186  HISTORY     - 20010331 GOOD             NGS
 KV1186
 KV1186                          STATION DESCRIPTION
 KV1186
 KV1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KV1186'AT NORTH BRANCH.
 KV1186'AT NORTH BRANCH, SOMERSET COUNTY, 75 FEET NORTH ALONG THE
 KV1186'CENTRAL RAILROAD OF NEW JERSEY FROM THE STATION, AT THE BRIDGE
 KV1186'UNDER THE STATION AND TRACKS, IN THE MASONRY OF THE NORTH WALL,
 KV1186'IN LINE WITH THE EAST FACE OF THE STATION, 18 FEET NORTHEAST OF
 KV1186'THE CENTER OF A Y-SWITCH, AND ABOUT LEVEL WITH THE TRACK.
 KV1186
 KV1186                          STATION RECOVERY (1974)
 KV1186
 KV1186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KV1186'RECOVERED IN GOOD CONDITION.
 KV1186
 KV1186                          STATION RECOVERY (1978)
 KV1186
 KV1186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1186'RECOVERED IN GOOD CONDITION.
 KV1186
 KV1186                          STATION RECOVERY (1985)
 KV1186
 KV1186'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV1186'THE NAME OF THE RAILROAD HAS BEEN CHANGED FROM THE NEW JERSEY CENTRAL
 KV1186'TO THE NJ TRANSIT. THE BENCH MARK IS 8 PACES NORTHEAST OF THE
 KV1186'CENTERLINE OF THE RAILROAD TRACK, 24 PACES NORTHWEST OF POLE 1737-3,
 KV1186'NJ 72-BBT, SET IN THE TOP OF A STONE WALL SLIGHTLY BELOW TRACK LEVEL.
 KV1186'THE ONLY STRUCTURE RESEMBLING A STATION AT THE SITE IS A SMALL GLASS
 KV1186'ENCLOSED BOOTH.
 KV1186
 KV1186                          STATION RECOVERY (2001)
 KV1186
 KV1186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1186'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1363 ***********************************************************************
 KV1363  DESIGNATION -  C 27
 KV1363  PID         -  KV1363
 KV1363  STATE/COUNTY-  NJ/HUNTERDON
 KV1363  USGS QUAD   -  PITTSTOWN (1970)
 KV1363
 KV1363                         *CURRENT SURVEY CONTROL
 KV1363  ___________________________________________________________________
 KV1363* NAD 83(1986)-  40 36 59.     (N)    074 56 06.     (W)     SCALED    
 KV1363* NAVD 88     -        89.065  (meters)     292.21   (feet)  ADJUSTED  
 KV1363  ___________________________________________________________________
 KV1363  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KV1363  DYNAMIC HT  -          89.023 (meters)     292.07  (feet)  COMP
 KV1363  MODELED GRAV-     980,159.8   (mgal)                       NAVD 88
 KV1363
 KV1363  VERT ORDER  -  SECOND    CLASS 0
 KV1363
 KV1363.The horizontal coordinates were scaled from a topographic map and have
 KV1363.an estimated accuracy of +/- 6 seconds.
 KV1363
 KV1363.The orthometric height was determined by differential leveling
 KV1363.and adjusted by the National Geodetic Survey in June 1991..
 KV1363
 KV1363.The geoid height was determined by GEOID03.
 KV1363
 KV1363.The dynamic height is computed by dividing the NAVD 88
 KV1363.geopotential number by the normal gravity value computed on the
 KV1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1363.degrees latitude (g = 980.6199 gals.).
 KV1363
 KV1363.The modeled gravity was interpolated from observed gravity values.
 KV1363
 KV1363;                    North         East    Units  Estimated Accuracy
 KV1363;SPC NJ       -   198,040.      113,190.      MT  (+/- 180 meters Scaled)
 KV1363
 KV1363                          SUPERSEDED SURVEY CONTROL
 KV1363
 KV1363  NGVD 29 (??/??/??)   89.316  (m)          293.03   (f) ADJUSTED    2 0
 KV1363
 KV1363.Superseded values are not recommended for survey control.
 KV1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1363.See file dsdata.txt to determine how the superseded data were derived.
 KV1363
 KV1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK054961(NAD 83)
 KV1363_MARKER: DB = BENCH MARK DISK
 KV1363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1363_SP_SET: ABUTMENT
 KV1363_STAMPING: C 27 1942
 KV1363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1363+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 KV1363
 KV1363  HISTORY     - Date     Condition        Report By
 KV1363  HISTORY     - 1942     MONUMENTED       CGS
 KV1363  HISTORY     - 20030821 GOOD             INDIV
 KV1363  HISTORY     - 20040410 GOOD             GEOCAC
 KV1363
 KV1363                          STATION DESCRIPTION
 KV1363
 KV1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1363'1.9 MI S FROM CLINTON.
 KV1363'1.9 MILES SOUTH ALONG STATE HIGHWAY 507 FROM THE RARITAN RIVER
 KV1363'BRIDGE AT CLINTON, HUNTERDON COUNTY, AT A CONCRETE BRIDGE OVER THE
 KV1363'LEHIGH VALLEY RAILROAD, IN THE WEST END OF THE SOUTH ABUTMENT,
 KV1363'AND 6 INCHES HIGHER THAN THE PAVEMENT.
 KV1363
 KV1363                          STATION RECOVERY (2003)
 KV1363
 KV1363'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LUD)
 KV1363'B-27 APPEARS TO BE IN GOOD CONDITION.LEICA GPS530 SOLUTION WITH 2
 KV1363'HOURS OF OBSERVATION PROVIDES A SOLUTION OF 'LAT 40 36 59.32652 AND W
 KV1363'LON 74 56 05.38882' AND A ORTHOMETRIC HGT OF 89.090(M)ELEV VS
 KV1363'PUBLISHED 89.065 METERS. NOTE THAT THIS MONUMENT ONLY SHOWS A 1942
 KV1363'DESCRIPTIONS AND WAS NOT INCLUDED IN ANY OTHER LEVELING PROJECTS.
 KV1363'C 27 IS GPS SUITABLE.
 KV1363' 
 KV1363
 KV1363                          STATION RECOVERY (2004)
 KV1363
 KV1363'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 KV1363'MARKER IN GOOD CONDITION. LOCATION AND DESCRIPTION ARE ACCURATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0537 ***********************************************************************
 KV0537  DESIGNATION -  C 28
 KV0537  PID         -  KV0537
 KV0537  STATE/COUNTY-  NJ/MIDDLESEX
 KV0537  USGS QUAD   -  PERTH AMBOY (1981)
 KV0537
 KV0537                         *CURRENT SURVEY CONTROL
 KV0537  ___________________________________________________________________
 KV0537* NAD 83(1986)-  40 31 36.     (N)    074 19 05.     (W)     SCALED    
 KV0537* NAVD 88     -        30.192  (meters)      99.05   (feet)  ADJUSTED  
 KV0537  ___________________________________________________________________
 KV0537  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KV0537  DYNAMIC HT  -          30.179 (meters)      99.01  (feet)  COMP
 KV0537  MODELED GRAV-     980,209.6   (mgal)                       NAVD 88
 KV0537
 KV0537  VERT ORDER  -  FIRST     CLASS I
 KV0537
 KV0537.The horizontal coordinates were scaled from a topographic map and have
 KV0537.an estimated accuracy of +/- 6 seconds.
 KV0537
 KV0537.The orthometric height was determined by differential leveling
 KV0537.and adjusted by the National Geodetic Survey in June 1991..
 KV0537
 KV0537.The geoid height was determined by GEOID03.
 KV0537
 KV0537.The dynamic height is computed by dividing the NAVD 88
 KV0537.geopotential number by the normal gravity value computed on the
 KV0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0537.degrees latitude (g = 980.6199 gals.).
 KV0537
 KV0537.The modeled gravity was interpolated from observed gravity values.
 KV0537
 KV0537;                    North         East    Units  Estimated Accuracy
 KV0537;SPC NJ       -   188,010.      165,420.      MT  (+/- 180 meters Scaled)
 KV0537
 KV0537                          SUPERSEDED SURVEY CONTROL
 KV0537
 KV0537  NGVD 29 (04/16/92)   30.491  (m)          100.04   (f) ADJUSTED    1 1
 KV0537
 KV0537.Superseded values are not recommended for survey control.
 KV0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0537.See file dsdata.txt to determine how the superseded data were derived.
 KV0537
 KV0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK577864(NAD 83)
 KV0537_MARKER: DB = BENCH MARK DISK
 KV0537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0537_SP_SET: ABUTMENT
 KV0537_STAMPING: C 28 1942
 KV0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0537
 KV0537  HISTORY     - Date     Condition        Report By
 KV0537  HISTORY     - 1942     MONUMENTED       CGS
 KV0537  HISTORY     - 1964     GOOD             CGS
 KV0537  HISTORY     - 1978     GOOD             NGS
 KV0537
 KV0537                          STATION DESCRIPTION
 KV0537
 KV0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0537'AT FORDS.
 KV0537'AT FORDS, ABOUT 0.15 MILE SOUTH ALONG KING GEORGE ROAD FROM THE
 KV0537'INTERSECTION OF AMBOY AVENUE, SET VERTICALLY IN THE NORTH FACE OF
 KV0537'THE SOUTH CONCRETE ABUTMENT FOR A BRIDGE OVER THE LEHIGH VALLEY
 KV0537'RAILROAD TRACK, 20.5 FEET SOUTH OF THE SOUTH RAIL, ABOUT 4 FEET
 KV0537'HIGHER THAN THE TRACK AND 3 FEET ABOVE THE LEVEL OF THE GROUND.
 KV0537'THIS MARK CAN ALSO BE REACHED BY GOING ABOUT 2.5 MILES WEST ALONG
 KV0537'THE LEHIGH VALLEY RAILROAD FROMTHE OVERPASS OVER NEW BRUNSWICK
 KV0537'AVENUE AT PERTH AMBOY.
 KV0537
 KV0537                          STATION RECOVERY (1978)
 KV0537
 KV0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1691 ***********************************************************************
 KV1691  DESIGNATION -  C 29
 KV1691  PID         -  KV1691
 KV1691  STATE/COUNTY-  NJ/HUNTERDON
 KV1691  USGS QUAD   -  FRENCHTOWN (1997)
 KV1691
 KV1691                         *CURRENT SURVEY CONTROL
 KV1691  ___________________________________________________________________
 KV1691* NAD 83(1986)-  40 37 22.     (N)    075 02 13.     (W)     SCALED    
 KV1691* NAVD 88     -       239.581  (meters)     786.03   (feet)  ADJUSTED  
 KV1691  ___________________________________________________________________
 KV1691  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KV1691  DYNAMIC HT  -         239.464 (meters)     785.64  (feet)  COMP
 KV1691  MODELED GRAV-     980,131.6   (mgal)                       NAVD 88
 KV1691
 KV1691  VERT ORDER  -  SECOND    CLASS 0
 KV1691
 KV1691.The horizontal coordinates were scaled from a topographic map and have
 KV1691.an estimated accuracy of +/- 6 seconds.
 KV1691
 KV1691.The orthometric height was determined by differential leveling
 KV1691.and adjusted by the National Geodetic Survey in June 1991..
 KV1691
 KV1691.The geoid height was determined by GEOID03.
 KV1691
 KV1691.The dynamic height is computed by dividing the NAVD 88
 KV1691.geopotential number by the normal gravity value computed on the
 KV1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1691.degrees latitude (g = 980.6199 gals.).
 KV1691
 KV1691.The modeled gravity was interpolated from observed gravity values.
 KV1691
 KV1691;                    North         East    Units  Estimated Accuracy
 KV1691;SPC NJ       -   198,800.      104,570.      MT  (+/- 180 meters Scaled)
 KV1691
 KV1691                          SUPERSEDED SURVEY CONTROL
 KV1691
 KV1691  NGVD 29 (??/??/??)  239.813  (m)          786.79   (f) ADJUSTED    2 0
 KV1691
 KV1691.Superseded values are not recommended for survey control.
 KV1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1691.See file dsdata.txt to determine how the superseded data were derived.
 KV1691
 KV1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK968968(NAD 83)
 KV1691_MARKER: DB = BENCH MARK DISK
 KV1691_SETTING: 0 = UNSPECIFIED SETTING
 KV1691_STAMPING: C 29 1942
 KV1691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1691
 KV1691  HISTORY     - Date     Condition        Report By
 KV1691  HISTORY     - 1942     MONUMENTED       CGS
 KV1691
 KV1691                          STATION DESCRIPTION
 KV1691
 KV1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1691'3.9 MI SE FROM BLOOMSBURY.
 KV1691'3.9 MILES SOUTHEAST ALONG A TAR ROAD FROM THE CENTRAL RAILROAD
 KV1691'OF NEW JERSEY CROSSING AT BLOOMSBURY, HUNTERDON COUNTY, 0.15
 KV1691'MILE EAST OF A TAR-ROAD INTERSECTION, AT THE WYE JUNCTION OF A
 KV1691'DIRT ROAD LEADING SOUTH, ACROSS THE DIRT ROAD FROM A 2-STORY
 KV1691'WHITE FARMHOUSE, IN THE CENTER OF THE ROAD FORKS, 26 FEET SOUTH
 KV1691'OF THE CENTERLINE OF THE TAR ROAD, 22.3 FEET EAST OF THE
 KV1691'CENTERLINE OF THE WEST ROAD FORK, AND 27.4 FEET WEST OF THE
 KV1691'CENTERLINE OF THE EAST FORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3527 ***********************************************************************
 KV3527  DESIGNATION -  C 29 RESET 1957
 KV3527  PID         -  KV3527
 KV3527  STATE/COUNTY-  NJ/HUNTERDON
 KV3527  USGS QUAD   -  FRENCHTOWN (1997)
 KV3527
 KV3527                         *CURRENT SURVEY CONTROL
 KV3527  ___________________________________________________________________
 KV3527* NAD 83(1986)-  40 37 22.     (N)    075 02 13.     (W)     SCALED    
 KV3527* NAVD 88     -       239.57   (meters)     786.0    (feet)  RESET     
 KV3527  ___________________________________________________________________
 KV3527  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KV3527
 KV3527  VERT ORDER  -  THIRD
 KV3527
 KV3527.The horizontal coordinates were scaled from a topographic map and have
 KV3527.an estimated accuracy of +/- 6 seconds.
 KV3527
 KV3527.The orthometric height was computed from unverified reset data.
 KV3527
 KV3527.The geoid height was determined by GEOID03.
 KV3527
 KV3527;                    North         East    Units  Estimated Accuracy
 KV3527;SPC NJ       -   198,800.      104,570.      MT  (+/- 180 meters Scaled)
 KV3527
 KV3527                          SUPERSEDED SURVEY CONTROL
 KV3527
 KV3527  NGVD 29 (??/??/??)  239.80   (m)          786.7    (f) RESET       3  
 KV3527
 KV3527.Superseded values are not recommended for survey control.
 KV3527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3527.See file dsdata.txt to determine how the superseded data were derived.
 KV3527
 KV3527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK968968(NAD 83)
 KV3527_MARKER: DB = BENCH MARK DISK
 KV3527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3527_SP_SET: CONCRETE POST
 KV3527_STAMPING: C 29 RESET 1957
 KV3527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3527+STABILITY: SURFACE MOTION
 KV3527
 KV3527  HISTORY     - Date     Condition        Report By
 KV3527  HISTORY     - 1957     MONUMENTED       CGS
 KV3527  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 KV3527
 KV3527                          STATION DESCRIPTION
 KV3527
 KV3527'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KV3527'3.9 MI SE FROM BLOOMSBURY.
 KV3527'ALEXANDER TOWNSHIP, HUNTERDON COUNTY, ABOUT 3.9 MILES SOUTHEAST ALONG
 KV3527'ROUTE 579 (SECONDARY) FROM THE JERSEY CENTRAL RAILROAD CROSSING AT
 KV3527'BLOOMSBURY, AT THE SOUTHERLY CORNER OF RTE. 579 AND HICKORY CORNER-
 KV3527'MT. PLEASANT ROAD, (KNOWN AS HICKORY CORNER), 17.6 FEET SOUTHWEST
 KV3527'OF THE CENTERLINE OF ROUTE 579, 29.7 FEET SOUTHEAST OF THE CENTERLINE
 KV3527'OF HICKORY CORNER-MOUNT PLEASANT ROAD, 55.61 FEET SOUTH OF A RAILROAD
 KV3527'SPIKE IN POLE #79 ON THE SOUTHEASTERLY SIDE OF ROUTE 579, AND 49.66
 KV3527'FEET NORTH OF THE NORTH CORNER OF TRIM OF A 2 1/2 STORY FRAME
 KV3527'DWELLING PAINTED WHITE. MARK IS FLUSH WITH GROUND.
 KV3527
 KV3527                          STATION RECOVERY (1995)
 KV3527
 KV3527'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1341 ***********************************************************************
 KV1341  DESIGNATION -  C 30
 KV1341  PID         -  KV1341
 KV1341  STATE/COUNTY-  NJ/HUNTERDON
 KV1341  USGS QUAD   -  GLADSTONE (1995)
 KV1341
 KV1341                         *CURRENT SURVEY CONTROL
 KV1341  ___________________________________________________________________
 KV1341* NAD 83(1986)-  40 43 14.     (N)    074 44 02.     (W)     SCALED    
 KV1341* NAVD 88     -       125.040  (meters)     410.24   (feet)  ADJUSTED  
 KV1341  ___________________________________________________________________
 KV1341  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KV1341  DYNAMIC HT  -         124.984 (meters)     410.05  (feet)  COMP
 KV1341  MODELED GRAV-     980,177.1   (mgal)                       NAVD 88
 KV1341
 KV1341  VERT ORDER  -  SECOND    CLASS 0
 KV1341
 KV1341.The horizontal coordinates were scaled from a topographic map and have
 KV1341.an estimated accuracy of +/- 6 seconds.
 KV1341
 KV1341.The orthometric height was determined by differential leveling
 KV1341.and adjusted by the National Geodetic Survey in June 1991..
 KV1341
 KV1341.The geoid height was determined by GEOID03.
 KV1341
 KV1341.The dynamic height is computed by dividing the NAVD 88
 KV1341.geopotential number by the normal gravity value computed on the
 KV1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1341.degrees latitude (g = 980.6199 gals.).
 KV1341
 KV1341.The modeled gravity was interpolated from observed gravity values.
 KV1341
 KV1341;                    North         East    Units  Estimated Accuracy
 KV1341;SPC NJ       -   209,540.      130,240.      MT  (+/- 180 meters Scaled)
 KV1341
 KV1341                          SUPERSEDED SURVEY CONTROL
 KV1341
 KV1341  NGVD 29 (??/??/??)  125.281  (m)          411.03   (f) ADJUSTED    2 0
 KV1341
 KV1341.Superseded values are not recommended for survey control.
 KV1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1341.See file dsdata.txt to determine how the superseded data were derived.
 KV1341
 KV1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL224077(NAD 83)
 KV1341_MARKER: DB = BENCH MARK DISK
 KV1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1341_STAMPING: C 30 1942
 KV1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1341+STABILITY: SURFACE MOTION
 KV1341
 KV1341  HISTORY     - Date     Condition        Report By
 KV1341  HISTORY     - 1942     MONUMENTED       CGS
 KV1341  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV1341
 KV1341                          STATION DESCRIPTION
 KV1341
 KV1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1341'1 MI NW FROM POTTERSVILLE.
 KV1341'IN HUNTERDON COUNTY, 1.0 MILE NORTHWEST ALONG A MACADAM ROAD FROM
 KV1341'THE CONCRETE BRIDGE AT POTTERSVILLE, SOMERSET COUNTY, 76.5 FEET
 KV1341'EAST ACROSS THE ROAD FROM POLE BT-26-TY, 76.6 FEET SOUTHEAST OF
 KV1341'THE SOUTHEAST CORNER OF A 2-STORY WHITE HOUSE, 29.2 FEET WEST OF
 KV1341'THE CENTERLINE OF A DIRT ROAD LEADING NORTH, 27.7 FEET NORTHEAST
 KV1341'OF THE CENTERLINE OF THE MAIN ROAD, 2 FEET FROM A WHITE WOODEN WITNESS
 KV1341'POST PAINTED USBM, AND ABOUT LEVEL WITH THE ROAD.
 KV1341
 KV1341                          STATION RECOVERY (2001)
 KV1341
 KV1341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1341'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0846 ***********************************************************************
 LY0846  DESIGNATION -  C 31
 LY0846  PID         -  LY0846
 LY0846  STATE/COUNTY-  NJ/SUSSEX
 LY0846  USGS QUAD   -  UNIONVILLE (1969)
 LY0846
 LY0846                         *CURRENT SURVEY CONTROL
 LY0846  ___________________________________________________________________
 LY0846* NAD 83(1986)-  41 16 48.     (N)    074 37 07.     (W)     SCALED    
 LY0846* NAVD 88     -       163.101  (meters)     535.11   (feet)  ADJUSTED  
 LY0846  ___________________________________________________________________
 LY0846  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 LY0846  DYNAMIC HT  -         163.033 (meters)     534.88  (feet)  COMP
 LY0846  MODELED GRAV-     980,205.4   (mgal)                       NAVD 88
 LY0846
 LY0846  VERT ORDER  -  SECOND    CLASS 0
 LY0846
 LY0846.The horizontal coordinates were scaled from a topographic map and have
 LY0846.an estimated accuracy of +/- 6 seconds.
 LY0846
 LY0846.The orthometric height was determined by differential leveling
 LY0846.and adjusted by the National Geodetic Survey in June 1991..
 LY0846
 LY0846.The geoid height was determined by GEOID03.
 LY0846
 LY0846.The dynamic height is computed by dividing the NAVD 88
 LY0846.geopotential number by the normal gravity value computed on the
 LY0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0846.degrees latitude (g = 980.6199 gals.).
 LY0846
 LY0846.The modeled gravity was interpolated from observed gravity values.
 LY0846
 LY0846;                    North         East    Units  Estimated Accuracy
 LY0846;SPC NJ       -   271,650.      140,060.      MT  (+/- 180 meters Scaled)
 LY0846
 LY0846                          SUPERSEDED SURVEY CONTROL
 LY0846
 LY0846  NGVD 29 (??/??/92)  163.291  (m)          535.73   (f) ADJ UNCH    2 0
 LY0846
 LY0846.Superseded values are not recommended for survey control.
 LY0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0846.See file dsdata.txt to determine how the superseded data were derived.
 LY0846
 LY0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL319699(NAD 83)
 LY0846_MARKER: DB = BENCH MARK DISK
 LY0846_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0846_SP_SET: BRIDGE
 LY0846_STAMPING: C 31 1942
 LY0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0846
 LY0846  HISTORY     - Date     Condition        Report By
 LY0846  HISTORY     - 1942     MONUMENTED       CGS
 LY0846
 LY0846                          STATION DESCRIPTION
 LY0846
 LY0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0846'3.3 MI NE FROM COLESVILLE.
 LY0846'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 23 FROM THE POST OFFICE
 LY0846'AT COLESVILLE, SUSSEX COUNTY, THENCE 1.5 MILES NORTHEAST ALONG A
 LY0846'SURFACED ROAD LEADING TO UNIONVILLE, 185 FEET NORTHEAST OF THE
 LY0846'JUNCTION OF A SIDE ROAD LEADING NORTHWEST, 61.5 FEET SOUTHWEST OF
 LY0846'THE JUNCTION OF A FARM ENTRANCE DRIVE LEADING SOUTH, IN THE TOP
 LY0846'OF THE NORTHWEST WING WALL OF A CONCRETE BRIDGE, AND 15 FEET
 LY0846'NORTHWEST OF THE CENTERLINE OF THE MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0491 ***********************************************************************
 LY0491  DESIGNATION -  C 32
 LY0491  PID         -  LY0491
 LY0491  STATE/COUNTY-  NJ/SUSSEX
 LY0491  USGS QUAD   -  WAWAYANDA (1994)
 LY0491
 LY0491                         *CURRENT SURVEY CONTROL
 LY0491  ___________________________________________________________________
 LY0491* NAD 83(1986)-  41 09 50.     (N)    074 26 55.     (W)     SCALED    
 LY0491* NAVD 88     -       366.153  (meters)    1201.29   (feet)  ADJUSTED  
 LY0491  ___________________________________________________________________
 LY0491  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 LY0491  DYNAMIC HT  -         365.986 (meters)    1200.74  (feet)  COMP
 LY0491  MODELED GRAV-     980,157.9   (mgal)                       NAVD 88
 LY0491
 LY0491  VERT ORDER  -  SECOND    CLASS 0
 LY0491
 LY0491.The horizontal coordinates were scaled from a topographic map and have
 LY0491.an estimated accuracy of +/- 6 seconds.
 LY0491
 LY0491.The orthometric height was determined by differential leveling
 LY0491.and adjusted by the National Geodetic Survey in June 1991..
 LY0491
 LY0491.The geoid height was determined by GEOID03.
 LY0491
 LY0491.The dynamic height is computed by dividing the NAVD 88
 LY0491.geopotential number by the normal gravity value computed on the
 LY0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0491.degrees latitude (g = 980.6199 gals.).
 LY0491
 LY0491.The modeled gravity was interpolated from observed gravity values.
 LY0491
 LY0491;                    North         East    Units  Estimated Accuracy
 LY0491;SPC NJ       -   258,750.      154,310.      MT  (+/- 180 meters Scaled)
 LY0491
 LY0491                          SUPERSEDED SURVEY CONTROL
 LY0491
 LY0491  NGVD 29 (??/??/92)  366.357  (m)         1201.96   (f) ADJ UNCH    2 0
 LY0491
 LY0491.Superseded values are not recommended for survey control.
 LY0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0491.See file dsdata.txt to determine how the superseded data were derived.
 LY0491
 LY0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL462570(NAD 83)
 LY0491_MARKER: DB = BENCH MARK DISK
 LY0491_SETTING: 66 = SET IN ROCK OUTCROP
 LY0491_SP_SET: ROCK OUTCROP
 LY0491_STAMPING: C 32 1942
 LY0491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0491+STABILITY: POSITION/ELEVATION WELL
 LY0491
 LY0491  HISTORY     - Date     Condition        Report By
 LY0491  HISTORY     - 1942     MONUMENTED       CGS
 LY0491  HISTORY     - 1984     GOOD             USPSQD
 LY0491
 LY0491                          STATION DESCRIPTION
 LY0491
 LY0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0491'4.7 MI SE FROM VERNON.
 LY0491'ABOUT 4.7 MILES SOUTHEAST ALONG THE MOE MOUNTAIN ROAD
 LY0491'FROM THE POST OFFICE AT VERNON, SUSSEX COUNTY, 24.5 FEET SOUTH
 LY0491'OF THE CENTER LINE OF THE ROAD, 32 FEET EAST OF A TRIANGULAR-BLAZED
 LY0491'14-INCH HICKORY TREE, 23 FEET WEST OF A TRIANGULAR-BLAZED
 LY0491'5-INCH POPLAR TREE, AND IN A ROCK OUTCROP PAINTED B.M.  A
 LY0491'STANDARD DISK, STAMPED C 32 1942.
 LY0491
 LY0491                          STATION RECOVERY (1984)
 LY0491
 LY0491'RECOVERY NOTE BY US POWER SQUADRON 1984
 LY0491'THE SURVEY SITE WAS REACHED BY GOING SOUTH FROM HIGHLAND LAKES ON
 LY0491'CANISTEAR ROAD TO CHERRY RIDGE ROAD AND THEN GOING EAST ON THE ROAD
 LY0491'ABOUT 0.5 MILES. THE SURVEY MARK WAS RECOVERED INA ROCK OUTCROP 12
 LY0491'FT. SOUTH OF POLE HL 14-D 13-7-(13) AND 30 FT. ROM THE CENTERLINE OF
 LY0491'THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0537 ***********************************************************************
 LY0537  DESIGNATION -  C 33
 LY0537  PID         -  LY0537
 LY0537  STATE/COUNTY-  NJ/PASSAIC
 LY0537  USGS QUAD   -  GREENWOOD LAKE (1954)
 LY0537
 LY0537                         *CURRENT SURVEY CONTROL
 LY0537  ___________________________________________________________________
 LY0537* NAD 83(1986)-  41 09 48.     (N)    074 20 45.     (W)     SCALED    
 LY0537* NAVD 88     -       199.249  (meters)     653.70   (feet)  ADJUSTED  
 LY0537  ___________________________________________________________________
 LY0537  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LY0537  DYNAMIC HT  -         199.163 (meters)     653.42  (feet)  COMP
 LY0537  MODELED GRAV-     980,186.5   (mgal)                       NAVD 88
 LY0537
 LY0537  VERT ORDER  -  FIRST     CLASS II
 LY0537
 LY0537.The horizontal coordinates were scaled from a topographic map and have
 LY0537.an estimated accuracy of +/- 6 seconds.
 LY0537
 LY0537.The orthometric height was determined by differential leveling
 LY0537.and adjusted by the National Geodetic Survey in June 1991..
 LY0537
 LY0537.The geoid height was determined by GEOID03.
 LY0537
 LY0537.The dynamic height is computed by dividing the NAVD 88
 LY0537.geopotential number by the normal gravity value computed on the
 LY0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0537.degrees latitude (g = 980.6199 gals.).
 LY0537
 LY0537.The modeled gravity was interpolated from observed gravity values.
 LY0537
 LY0537;                    North         East    Units  Estimated Accuracy
 LY0537;SPC NJ       -   258,700.      162,940.      MT  (+/- 180 meters Scaled)
 LY0537
 LY0537                          SUPERSEDED SURVEY CONTROL
 LY0537
 LY0537  NGVD 29 (??/??/92)  199.552  (m)          654.70   (f) ADJ UNCH    1 2
 LY0537
 LY0537.Superseded values are not recommended for survey control.
 LY0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0537.See file dsdata.txt to determine how the superseded data were derived.
 LY0537
 LY0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL548570(NAD 83)
 LY0537_MARKER: DB = BENCH MARK DISK
 LY0537_SETTING: 66 = SET IN ROCK OUTCROP
 LY0537_SP_SET: ROCK OUTCROP
 LY0537_STAMPING: C 33 1942
 LY0537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0537+STABILITY: POSITION/ELEVATION WELL
 LY0537
 LY0537  HISTORY     - Date     Condition        Report By
 LY0537  HISTORY     - 1942     MONUMENTED       CGS
 LY0537  HISTORY     - 1979     GOOD             NGS
 LY0537  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 LY0537
 LY0537                          STATION DESCRIPTION
 LY0537
 LY0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0537'1.3 MI N FROM BROWNS.
 LY0537'1.3 MILE NORTH ALONG STATE HIGHWAY 532 FROM THE POST OFFICE AT
 LY0537'BROWNS, PASSAIC COUNTY, AT THE INTERSECTION OF TWO PRIVATE
 LY0537'DRIVES LEADING EAST, 27 FEET EAST OF POWER-TRANSMISSION LINE
 LY0537'POLE NJW 71 WM, 45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 LY0537'32 FEET SOUTH OF THE CENTERLINE OF THE W.G. FOX PRIVATE DRIVE, 29
 LY0537'FEET NORTH OF THE CENTERLINE OF THE A. BINGLER PRIVATE DRIVE, AND
 LY0537'IN THE TOP OF A ROCK OUTCROP.
 LY0537
 LY0537                          STATION RECOVERY (1979)
 LY0537
 LY0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0537'RECOVERED IN GOOD CONDITION.
 LY0537
 LY0537                          STATION RECOVERY (1995)
 LY0537
 LY0537'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY0537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0834 ***********************************************************************
 LY0834  DESIGNATION -  C 34
 LY0834  PID         -  LY0834
 LY0834  STATE/COUNTY-  NJ/SUSSEX
 LY0834  USGS QUAD   -  BRANCHVILLE (1995)
 LY0834
 LY0834                         *CURRENT SURVEY CONTROL
 LY0834  ___________________________________________________________________
 LY0834* NAD 83(1986)-  41 10 31.     (N)    074 38 59.     (W)     SCALED    
 LY0834* NAVD 88     -       124.797  (meters)     409.44   (feet)  ADJUSTED  
 LY0834  ___________________________________________________________________
 LY0834  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LY0834  DYNAMIC HT  -         124.744 (meters)     409.26  (feet)  COMP
 LY0834  MODELED GRAV-     980,202.4   (mgal)                       NAVD 88
 LY0834
 LY0834  VERT ORDER  -  SECOND    CLASS 0
 LY0834
 LY0834.The horizontal coordinates were scaled from a topographic map and have
 LY0834.an estimated accuracy of +/- 6 seconds.
 LY0834
 LY0834.The orthometric height was determined by differential leveling
 LY0834.and adjusted by the National Geodetic Survey in June 1991..
 LY0834
 LY0834.The geoid height was determined by GEOID03.
 LY0834
 LY0834.The dynamic height is computed by dividing the NAVD 88
 LY0834.geopotential number by the normal gravity value computed on the
 LY0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0834.degrees latitude (g = 980.6199 gals.).
 LY0834
 LY0834.The modeled gravity was interpolated from observed gravity values.
 LY0834
 LY0834;                    North         East    Units  Estimated Accuracy
 LY0834;SPC NJ       -   260,020.      137,440.      MT  (+/- 180 meters Scaled)
 LY0834
 LY0834                          SUPERSEDED SURVEY CONTROL
 LY0834
 LY0834  NGVD 29 (??/??/92)  124.996  (m)          410.09   (f) ADJ UNCH    2 0
 LY0834
 LY0834.Superseded values are not recommended for survey control.
 LY0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0834.See file dsdata.txt to determine how the superseded data were derived.
 LY0834
 LY0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL293582(NAD 83)
 LY0834_MARKER: DB = BENCH MARK DISK
 LY0834_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0834_SP_SET: BRIDGE
 LY0834_STAMPING: C 34 1942
 LY0834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0834
 LY0834  HISTORY     - Date     Condition        Report By
 LY0834  HISTORY     - 1942     MONUMENTED       CGS
 LY0834
 LY0834                          STATION DESCRIPTION
 LY0834
 LY0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0834'1.7 MI NE FROM PELLETTOWN.
 LY0834'1.7 MILES NORTHEAST ALONG THE LEHIGH AND NEW ENGLAND RAILROAD
 LY0834'FROM THE STATION AT PELLETTOWN, AT A CONCRETE BRIDGE.  A
 LY0834'STANDARD DISK, SET IN THE TOP OF THE SOUTH END OF THE WEST
 LY0834'ABUTMENT, AND 6.5 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0795 ***********************************************************************
 LY0795  DESIGNATION -  C 35
 LY0795  PID         -  LY0795
 LY0795  STATE/COUNTY-  NJ/SUSSEX
 LY0795  USGS QUAD   -  CULVERS GAP (1997)
 LY0795
 LY0795                         *CURRENT SURVEY CONTROL
 LY0795  ___________________________________________________________________
 LY0795* NAD 83(1986)-  41 12 03.     (N)    074 49 10.     (W)     SCALED    
 LY0795* NAVD 88     -       160.218  (meters)     525.65   (feet)  ADJUSTED  
 LY0795  ___________________________________________________________________
 LY0795  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LY0795  DYNAMIC HT  -         160.149 (meters)     525.42  (feet)  COMP
 LY0795  MODELED GRAV-     980,192.0   (mgal)                       NAVD 88
 LY0795
 LY0795  VERT ORDER  -  SECOND    CLASS 0
 LY0795
 LY0795.The horizontal coordinates were scaled from a topographic map and have
 LY0795.an estimated accuracy of +/- 6 seconds.
 LY0795
 LY0795.The orthometric height was determined by differential leveling
 LY0795.and adjusted by the National Geodetic Survey in June 1991..
 LY0795
 LY0795.The geoid height was determined by GEOID03.
 LY0795
 LY0795.The dynamic height is computed by dividing the NAVD 88
 LY0795.geopotential number by the normal gravity value computed on the
 LY0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0795.degrees latitude (g = 980.6199 gals.).
 LY0795
 LY0795.The modeled gravity was interpolated from observed gravity values.
 LY0795
 LY0795;                    North         East    Units  Estimated Accuracy
 LY0795;SPC NJ       -   262,900.      123,210.      MT  (+/- 180 meters Scaled)
 LY0795
 LY0795                          SUPERSEDED SURVEY CONTROL
 LY0795
 LY0795  NGVD 29 (??/??/92)  160.406  (m)          526.27   (f) ADJ UNCH    2 0
 LY0795
 LY0795.Superseded values are not recommended for survey control.
 LY0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0795.See file dsdata.txt to determine how the superseded data were derived.
 LY0795
 LY0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL151610(NAD 83)
 LY0795_MARKER: DB = BENCH MARK DISK
 LY0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0795_STAMPING: C 35 1942
 LY0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0795+STABILITY: SURFACE MOTION
 LY0795
 LY0795  HISTORY     - Date     Condition        Report By
 LY0795  HISTORY     - 1942     MONUMENTED       CGS
 LY0795  HISTORY     - 19950110 MARK NOT FOUND   NJGS
 LY0795
 LY0795                          STATION DESCRIPTION
 LY0795
 LY0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0795'1.5 MI S FROM LAYTON.
 LY0795'1.5 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT
 LY0795'LAYTON, AT A Y ROAD INTERSECTION, 47 FEET NORTH OF THE WEST BOUND
 LY0795'ROAD, 38 FEET SOUTHWEST OF THE NORTHWEST BOUND ROAD, 5 FEET
 LY0795'SOUTH OF A 10-INCH APPLE TREE, AND 1 FOOT NORTHEAST OF A STANDARD
 LY0795'REFERENCE POST.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 LY0795'POST.
 LY0795
 LY0795                          STATION RECOVERY (1995)
 LY0795
 LY0795'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0795'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 LY0795'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0833 ***********************************************************************
 KU0833  DESIGNATION -  C 36
 KU0833  PID         -  KU0833
 KU0833  STATE/COUNTY-  NJ/MONMOUTH
 KU0833  USGS QUAD   -  SANDY HOOK (1981)
 KU0833
 KU0833                         *CURRENT SURVEY CONTROL
 KU0833  ___________________________________________________________________
 KU0833* NAD 83(1986)-  40 24 49.     (N)    073 58 50.     (W)     SCALED    
 KU0833* NAVD 88     -         4.063  (meters)      13.33   (feet)  ADJUSTED  
 KU0833  ___________________________________________________________________
 KU0833  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KU0833  DYNAMIC HT  -           4.061 (meters)      13.32  (feet)  COMP
 KU0833  MODELED GRAV-     980,190.0   (mgal)                       NAVD 88
 KU0833
 KU0833  VERT ORDER  -  FIRST     CLASS II
 KU0833
 KU0833.The horizontal coordinates were scaled from a topographic map and have
 KU0833.an estimated accuracy of +/- 6 seconds.
 KU0833
 KU0833.The orthometric height was determined by differential leveling
 KU0833.and adjusted by the National Geodetic Survey in June 1991..
 KU0833
 KU0833.The geoid height was determined by GEOID03.
 KU0833
 KU0833.The dynamic height is computed by dividing the NAVD 88
 KU0833.geopotential number by the normal gravity value computed on the
 KU0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0833.degrees latitude (g = 980.6199 gals.).
 KU0833
 KU0833.The modeled gravity was interpolated from observed gravity values.
 KU0833
 KU0833;                    North         East    Units  Estimated Accuracy
 KU0833;SPC NJ       -   175,570.      194,080.      MT  (+/- 180 meters Scaled)
 KU0833
 KU0833                          SUPERSEDED SURVEY CONTROL
 KU0833
 KU0833  NGVD 29 (04/16/92)    4.377  (m)           14.36   (f) ADJUSTED    1 2
 KU0833
 KU0833.Superseded values are not recommended for survey control.
 KU0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0833.See file dsdata.txt to determine how the superseded data were derived.
 KU0833
 KU0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK864741(NAD 83)
 KU0833_MARKER: DB = BENCH MARK DISK
 KU0833_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0833_SP_SET: FOUNDATION
 KU0833_STAMPING: C 36 1952
 KU0833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0833
 KU0833  HISTORY     - Date     Condition        Report By
 KU0833  HISTORY     - 1952     MONUMENTED       CGS
 KU0833  HISTORY     - 1964     MARK NOT FOUND   NGS
 KU0833  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 KU0833
 KU0833                          STATION DESCRIPTION
 KU0833
 KU0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU0833'AT FORT HANCOCK.
 KU0833'AT FORT HANCOCK, ON SANDY HOOK, ABOUT 0.95 MILE NORTH ALONG
 KU0833'SANDY HOOK ROAD FROM THE ENTRANCE GATE TO MILITARY RESERVATION,
 KU0833'ABOUT 150 YARDS SOUTHWEST AND ACROSS ROAD FROM A TOWER, IN THE
 KU0833'TOP OF THE SOUTHWEST CORNER OF THE WEST ONE OF TWO 4 BY 6
 KU0833'CONCRETE FOUNDATIONS FOR A ROAD BLOCK, 15 FEET WEST OF CENTER LINE
 KU0833'OF SOUTH BOUND TRAFFIC LANE OF ROAD AND ABOUT 2 1/2 FEET ABOVE
 KU0833'LEVEL OF ROAD.
 KU0833
 KU0833                          STATION RECOVERY (1964)
 KU0833
 KU0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU0833'MARK NOT FOUND.
 KU0833
 KU0833                          STATION RECOVERY (1992)
 KU0833
 KU0833'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0198 ***********************************************************************
 KV0198  DESIGNATION -  C 37
 KV0198  PID         -  KV0198
 KV0198  STATE/COUNTY-  NJ/MIDDLESEX
 KV0198  USGS QUAD   -  PERTH AMBOY (1981)
 KV0198
 KV0198                         *CURRENT SURVEY CONTROL
 KV0198  ___________________________________________________________________
 KV0198* NAD 83(1986)-  40 32 02.     (N)    074 15 46.     (W)     SCALED    
 KV0198* NAVD 88     -         6.395  (meters)      20.98   (feet)  ADJUSTED  
 KV0198  ___________________________________________________________________
 KV0198  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV0198  DYNAMIC HT  -           6.393 (meters)      20.97  (feet)  COMP
 KV0198  MODELED GRAV-     980,217.5   (mgal)                       NAVD 88
 KV0198
 KV0198  VERT ORDER  -  FIRST     CLASS II
 KV0198
 KV0198.The horizontal coordinates were scaled from a topographic map and have
 KV0198.an estimated accuracy of +/- 6 seconds.
 KV0198
 KV0198.The orthometric height was determined by differential leveling
 KV0198.and adjusted by the National Geodetic Survey in June 1991..
 KV0198
 KV0198.The geoid height was determined by GEOID03.
 KV0198
 KV0198.The dynamic height is computed by dividing the NAVD 88
 KV0198.geopotential number by the normal gravity value computed on the
 KV0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0198.degrees latitude (g = 980.6199 gals.).
 KV0198
 KV0198.The modeled gravity was interpolated from observed gravity values.
 KV0198
 KV0198;                    North         East    Units  Estimated Accuracy
 KV0198;SPC NJ       -   188,820.      170,100.      MT  (+/- 180 meters Scaled)
 KV0198
 KV0198                          SUPERSEDED SURVEY CONTROL
 KV0198
 KV0198  NGVD 29 (04/16/92)    6.705  (m)           22.00   (f) ADJUSTED    1 2
 KV0198
 KV0198.Superseded values are not recommended for survey control.
 KV0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0198.See file dsdata.txt to determine how the superseded data were derived.
 KV0198
 KV0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK624872(NAD 83)
 KV0198_MARKER: DB = BENCH MARK DISK
 KV0198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0198_SP_SET: BUILDING
 KV0198_STAMPING: C 37 1952
 KV0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0198
 KV0198  HISTORY     - Date     Condition        Report By
 KV0198  HISTORY     - 1952     MONUMENTED       CGS
 KV0198
 KV0198                          STATION DESCRIPTION
 KV0198
 KV0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0198'0.6 MI N FROM PERTH AMBOY.
 KV0198'ABOUT 0.65 MILE NORTH ALONG STATE STREET FROM ITS UNDER PASS
 KV0198'UNDER OUTER BRIDGE AT PERTH AMBOY, ABOUT 52 YARDS EAST OF STATE
 KV0198'STREET, SET VERTICALLY IN THE WEST FACE AT THE SOUTHWEST CORNER
 KV0198'OF THE CALIFORNIA REFINING COMPANY MAIN OFFICE BUILDING, 2 FEET
 KV0198'NORTH OF SOUTHWEST CORNER AND ABOUT 1 1/2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0261 ***********************************************************************
 KV0261  DESIGNATION -  C 38
 KV0261  PID         -  KV0261
 KV0261  STATE/COUNTY-  NJ/ESSEX
 KV0261  USGS QUAD   -  JERSEY CITY (1981)
 KV0261
 KV0261                         *CURRENT SURVEY CONTROL
 KV0261  ___________________________________________________________________
 KV0261* NAD 83(1986)-  40 44 00.     (N)    074 07 16.     (W)     SCALED    
 KV0261* NAVD 88     -         3.941  (meters)      12.93   (feet)  ADJUSTED  
 KV0261  ___________________________________________________________________
 KV0261  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV0261  DYNAMIC HT  -           3.940 (meters)      12.93  (feet)  COMP
 KV0261  MODELED GRAV-     980,232.2   (mgal)                       NAVD 88
 KV0261
 KV0261  VERT ORDER  -  FIRST     CLASS I
 KV0261
 KV0261.The horizontal coordinates were scaled from a topographic map and have
 KV0261.an estimated accuracy of +/- 6 seconds.
 KV0261
 KV0261.The orthometric height was determined by differential leveling
 KV0261.and adjusted by the National Geodetic Survey in June 1991..
 KV0261
 KV0261.The geoid height was determined by GEOID03.
 KV0261
 KV0261.The dynamic height is computed by dividing the NAVD 88
 KV0261.geopotential number by the normal gravity value computed on the
 KV0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0261.degrees latitude (g = 980.6199 gals.).
 KV0261
 KV0261.The modeled gravity was interpolated from observed gravity values.
 KV0261
 KV0261;                    North         East    Units  Estimated Accuracy
 KV0261;SPC NJ       -   211,010.      182,000.      MT  (+/- 180 meters Scaled)
 KV0261
 KV0261                          SUPERSEDED SURVEY CONTROL
 KV0261
 KV0261  NGVD 29 (04/16/92)    4.289  (m)           14.07   (f) ADJUSTED    1 1
 KV0261
 KV0261.Superseded values are not recommended for survey control.
 KV0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0261.See file dsdata.txt to determine how the superseded data were derived.
 KV0261
 KV0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL742095(NAD 83)
 KV0261_MARKER: DB = BENCH MARK DISK
 KV0261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0261_SP_SET: ABUTMENT
 KV0261_STAMPING: C 38 1952
 KV0261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0261
 KV0261  HISTORY     - Date     Condition        Report By
 KV0261  HISTORY     - 1952     MONUMENTED       CGS
 KV0261  HISTORY     - 1965     GOOD             CGS
 KV0261
 KV0261                          STATION DESCRIPTION
 KV0261
 KV0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0261'AT NEWARK.
 KV0261'AT NEWARK, SET VERTICALLY IN THE SOUTHWEST FACE OF THE NORTHWEST
 KV0261'ABUTMENT OF STATE HIGHWAY 25 BRIDGE OVER DOREMUS STREET AND
 KV0261'PASSIAC RIVER, 36 FEET NORTHWEST OF CENTER LINE OF DOREMUS
 KV0261'STREET, 2 1/2 FEET ABOVE GROUND, 1 1/2 FEET NORTHWEST OF SOUTH
 KV0261'CORNER OF NORTHWEST ABUTMENT.
 KV0261
 KV0261                          STATION RECOVERY (1965)
 KV0261
 KV0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0690 ***********************************************************************
 LY0690  DESIGNATION -  C 4
 LY0690  PID         -  LY0690
 LY0690  STATE/COUNTY-  NJ/SUSSEX
 LY0690  USGS QUAD   -  FRANKLIN (1971)
 LY0690
 LY0690                         *CURRENT SURVEY CONTROL
 LY0690  ___________________________________________________________________
 LY0690* NAD 83(1986)-  41 06 50.     (N)    074 35 27.     (W)     SCALED    
 LY0690* NAVD 88     -       158.771  (meters)     520.90   (feet)  ADJUSTED  
 LY0690  ___________________________________________________________________
 LY0690  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LY0690  DYNAMIC HT  -         158.702 (meters)     520.67  (feet)  COMP
 LY0690  MODELED GRAV-     980,186.4   (mgal)                       NAVD 88
 LY0690
 LY0690  VERT ORDER  -  FIRST     CLASS II
 LY0690
 LY0690.The horizontal coordinates were scaled from a topographic map and have
 LY0690.an estimated accuracy of +/- 6 seconds.
 LY0690
 LY0690.The orthometric height was determined by differential leveling
 LY0690.and adjusted by the National Geodetic Survey in June 1991..
 LY0690
 LY0690.The geoid height was determined by GEOID03.
 LY0690
 LY0690.The dynamic height is computed by dividing the NAVD 88
 LY0690.geopotential number by the normal gravity value computed on the
 LY0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0690.degrees latitude (g = 980.6199 gals.).
 LY0690
 LY0690.The modeled gravity was interpolated from observed gravity values.
 LY0690
 LY0690;                    North         East    Units  Estimated Accuracy
 LY0690;SPC NJ       -   253,200.      142,370.      MT  (+/- 180 meters Scaled)
 LY0690
 LY0690                          SUPERSEDED SURVEY CONTROL
 LY0690
 LY0690  NGVD 29 (??/??/92)  158.970  (m)          521.55   (f) ADJ UNCH    1 2
 LY0690
 LY0690.Superseded values are not recommended for survey control.
 LY0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0690.See file dsdata.txt to determine how the superseded data were derived.
 LY0690
 LY0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL343514(NAD 83)
 LY0690_MARKER: R = RIVET
 LY0690_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0690_SP_SET: ABUTMENT
 LY0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0690
 LY0690  HISTORY     - Date     Condition        Report By
 LY0690  HISTORY     - UNK      MONUMENTED       NJZINC
 LY0690  HISTORY     - 1939     GOOD             NGS
 LY0690  HISTORY     - 20060920 MARK NOT FOUND   AASCO
 LY0690
 LY0690                          STATION DESCRIPTION
 LY0690
 LY0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LY0690'AT FRANKLIN.
 LY0690'AT FRANKLIN, SUSSEX COUNTY, ON FRANKLIN STREET, ABOUT 800
 LY0690'FEET WEST OF THE BOROUGH FILTER PLANT, 160 FEET NORTH OF A
 LY0690'STONE ARCH RAILROAD BRIDGE, 48 FEET NORTHWEST OF THE BRICK
 LY0690'BUILDING FORMERLY OWNED BY THE AMERICAN GARAGE AND SUPPLY CO.,
 LY0690'AT THE CONCRETE BRIDGE OVER WALKILL RIVER, IN THE CONCRETE
 LY0690'GUTTER OVER THE NORTHEAST ABUTMENT, 6 INCHES SOUTH OF THE CURB,
 LY0690'AND ABOUT 6 INCHES LOWER THAN THE CURB.  A WROUGHT-IRON RIVET.
 LY0690
 LY0690                          STATION RECOVERY (2006)
 LY0690
 LY0690'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 LY0690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0291 ***********************************************************************
 JU0291  DESIGNATION -  C 4
 JU0291  PID         -  JU0291
 JU0291  STATE/COUNTY-  NJ/ATLANTIC
 JU0291  USGS QUAD   -  OCEANVILLE (1989)
 JU0291
 JU0291                         *CURRENT SURVEY CONTROL
 JU0291  ___________________________________________________________________
 JU0291* NAD 83(1986)-  39 23 52.     (N)    074 29 49.     (W)     SCALED    
 JU0291* NAVD 88     -         2.207  (meters)       7.24   (feet)  ADJUSTED  
 JU0291  ___________________________________________________________________
 JU0291  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JU0291  DYNAMIC HT  -           2.206 (meters)       7.24  (feet)  COMP
 JU0291  MODELED GRAV-     980,115.0   (mgal)                       NAVD 88
 JU0291
 JU0291  VERT ORDER  -  FIRST     CLASS I
 JU0291
 JU0291.The horizontal coordinates were scaled from a topographic map and have
 JU0291.an estimated accuracy of +/- 6 seconds.
 JU0291
 JU0291.The orthometric height was determined by differential leveling
 JU0291.and adjusted by the National Geodetic Survey in June 1991..
 JU0291
 JU0291.The geoid height was determined by GEOID03.
 JU0291
 JU0291.The dynamic height is computed by dividing the NAVD 88
 JU0291.geopotential number by the normal gravity value computed on the
 JU0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0291.degrees latitude (g = 980.6199 gals.).
 JU0291
 JU0291.The modeled gravity was interpolated from observed gravity values.
 JU0291
 JU0291;                    North         East    Units  Estimated Accuracy
 JU0291;SPC NJ       -    62,660.      150,260.      MT  (+/- 180 meters Scaled)
 JU0291
 JU0291                          SUPERSEDED SURVEY CONTROL
 JU0291
 JU0291  NGVD 29 (01/10/92)    2.603  (m)            8.54   (f) ADJUSTED    1 1
 JU0291
 JU0291.Superseded values are not recommended for survey control.
 JU0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0291.See file dsdata.txt to determine how the superseded data were derived.
 JU0291
 JU0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ433610(NAD 83)
 JU0291_MARKER: DB = BENCH MARK DISK
 JU0291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0291_SP_SET: FOUNDATION
 JU0291_STAMPING: 8.632 C-4 1924
 JU0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0291
 JU0291  HISTORY     - Date     Condition        Report By
 JU0291  HISTORY     - 1924     MONUMENTED       CGS
 JU0291  HISTORY     - 1963     GOOD             CGS
 JU0291  HISTORY     - 1979     GOOD             NGS
 JU0291
 JU0291                          STATION DESCRIPTION
 JU0291
 JU0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0291'1.9 MI SE FROM ABSECON.
 JU0291'1.9 MILES SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0291'FROM THE STATION AT ABSECON, AT THE UNDERPASS UNDER DELILAH ROAD,
 JU0291'SET ON TOP OF THE SOUTHEAST END OF A ABANDONED CONCRETE FOUNDATION
 JU0291'DIRECTLY IN LINE WITH CENTER SUPPORTS OF UNDERPASS, 19 FEET
 JU0291'NORTHEAST OF NORTHEAST RAIL, 12 FEET SOUTHWEST OF A TELEPHONE
 JU0291'POLE, AND ABOUT LEVEL WITH TRACK.  NOTE-- THIS BENCH MARK WAS
 JU0291'SUPPOSED TO HAVE BEEN DESTROYED AFTER THE ESTABLISHMENT OF
 JU0291'BENCH MARK C 4 RESET 1935, ALTHOUGH IT WAS RECOVERED THIS DATE
 JU0291'IN GOOD CONDITION.
 JU0291
 JU0291                          STATION RECOVERY (1979)
 JU0291
 JU0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1628 ***********************************************************************
 KU1628  DESIGNATION -  C 40
 KU1628  PID         -  KU1628
 KU1628  STATE/COUNTY-  NJ/BERGEN
 KU1628  USGS QUAD   -  YONKERS (1979)
 KU1628
 KU1628                         *CURRENT SURVEY CONTROL
 KU1628  ___________________________________________________________________
 KU1628* NAD 83(1986)-  40 56 23.     (N)    073 55 16.     (W)     SCALED    
 KU1628* NAVD 88     -        34.130  (meters)     111.97   (feet)  ADJUSTED  
 KU1628  ___________________________________________________________________
 KU1628  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 KU1628  DYNAMIC HT  -          34.118 (meters)     111.94  (feet)  COMP
 KU1628  MODELED GRAV-     980,261.3   (mgal)                       NAVD 88
 KU1628
 KU1628  VERT ORDER  -  SECOND    CLASS 0
 KU1628
 KU1628.The horizontal coordinates were scaled from a topographic map and have
 KU1628.an estimated accuracy of +/- 6 seconds.
 KU1628
 KU1628.The orthometric height was determined by differential leveling
 KU1628.and adjusted by the National Geodetic Survey in June 1991..
 KU1628
 KU1628.The geoid height was determined by GEOID03.
 KU1628
 KU1628.The dynamic height is computed by dividing the NAVD 88
 KU1628.geopotential number by the normal gravity value computed on the
 KU1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1628.degrees latitude (g = 980.6199 gals.).
 KU1628
 KU1628.The modeled gravity was interpolated from observed gravity values.
 KU1628
 KU1628;                    North         East    Units  Estimated Accuracy
 KU1628;SPC NJ       -   234,020.      198,750.      MT  (+/- 180 meters Scaled)
 KU1628
 KU1628                          SUPERSEDED SURVEY CONTROL
 KU1628
 KU1628  NGVD 29 (??/??/92)   34.435  (m)          112.98   (f) ADJ UNCH    2 0
 KU1628
 KU1628.Superseded values are not recommended for survey control.
 KU1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1628.See file dsdata.txt to determine how the superseded data were derived.
 KU1628
 KU1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL908326(NAD 83)
 KU1628_MARKER: DB = BENCH MARK DISK
 KU1628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1628_SP_SET: ROCK WALL
 KU1628_STAMPING: C 40 1956
 KU1628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1628+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2006
 KU1628
 KU1628  HISTORY     - Date     Condition        Report By
 KU1628  HISTORY     - 1956     MONUMENTED       CGS
 KU1628  HISTORY     - 20060514 GOOD             GEOCAC
 KU1628
 KU1628                          STATION DESCRIPTION
 KU1628
 KU1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU1628'2 MI NE FROM ALPINE.
 KU1628'0.2 MILE EAST ALONG CLOSTER DOCK ROAD FROM THE ALPINE METHODIST
 KU1628'CHURCH, 0.7 MILE NORTH ALONG U.S. HIGHWAY 9W, THENCE 1.15 MILE
 KU1628'SOUTHEAST ALONG YONKERS FERRY ROAD, SET VERTICALLY IN THE EAST
 KU1628'FACE OF A ROCKWALL AT A ROAD JUNCTION, 57.2 FEET NORTHWEST OF THE
 KU1628'NORTHWEST CORNER OF A SMALL LOG CABIN, 9 FEET WEST OF THE CENTERLINE
 KU1628'OF THE ROAD AROUND TRAFFIC CIRCLE, 2.7 FEET ABOVE THE LEVEL OF
 KU1628'ROAD.
 KU1628
 KU1628                          STATION RECOVERY (2006)
 KU1628
 KU1628'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KU1628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0506 ***********************************************************************
 KV0506  DESIGNATION -  C 41
 KV0506  PID         -  KV0506
 KV0506  STATE/COUNTY-  NJ/BERGEN
 KV0506  USGS QUAD   -  WEEHAWKEN (1995)
 KV0506
 KV0506                         *CURRENT SURVEY CONTROL
 KV0506  ___________________________________________________________________
 KV0506* NAD 83(1986)-  40 50 34.     (N)    074 00 05.     (W)     SCALED    
 KV0506* NAVD 88     -        24.444  (meters)      80.20   (feet)  ADJUSTED  
 KV0506  ___________________________________________________________________
 KV0506  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 KV0506  DYNAMIC HT  -          24.435 (meters)      80.17  (feet)  COMP
 KV0506  MODELED GRAV-     980,241.5   (mgal)                       NAVD 88
 KV0506
 KV0506  VERT ORDER  -  SECOND    CLASS 0
 KV0506
 KV0506.The horizontal coordinates were scaled from a topographic map and have
 KV0506.an estimated accuracy of +/- 6 seconds.
 KV0506
 KV0506.The orthometric height was determined by differential leveling
 KV0506.and adjusted by the National Geodetic Survey in June 1991..
 KV0506
 KV0506.The geoid height was determined by GEOID03.
 KV0506
 KV0506.The dynamic height is computed by dividing the NAVD 88
 KV0506.geopotential number by the normal gravity value computed on the
 KV0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0506.degrees latitude (g = 980.6199 gals.).
 KV0506
 KV0506.The modeled gravity was interpolated from observed gravity values.
 KV0506
 KV0506;                    North         East    Units  Estimated Accuracy
 KV0506;SPC NJ       -   223,210.      192,050.      MT  (+/- 180 meters Scaled)
 KV0506
 KV0506                          SUPERSEDED SURVEY CONTROL
 KV0506
 KV0506  NGVD 29 (??/??/??)   24.747  (m)           81.19   (f) ADJUSTED    2 0
 KV0506
 KV0506.Superseded values are not recommended for survey control.
 KV0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0506.See file dsdata.txt to determine how the superseded data were derived.
 KV0506
 KV0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL841217(NAD 83)
 KV0506_MARKER: DB = BENCH MARK DISK
 KV0506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0506_SP_SET: WALKWAY
 KV0506_STAMPING: C 41 1956
 KV0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0506+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2005
 KV0506
 KV0506  HISTORY     - Date     Condition        Report By
 KV0506  HISTORY     - 1956     MONUMENTED       CGS
 KV0506  HISTORY     - 20050717 GOOD             JCLS
 KV0506
 KV0506                          STATION DESCRIPTION
 KV0506
 KV0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0506'AT PALISADES PARK.
 KV0506'AT PALISADES PARK, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 KV0506'GRAND AND E. COLUMBIA AVENUE, AT THE GRAND AVENUE OVERPASS OVER
 KV0506'U.S. HIGHWAY 46, 4.8 FEET EAST OF THE EAST CURB OF BROAD AVENUE,
 KV0506'1.6 FEET NORTH OF THE NORTH CURB OF E. COLUMBIA AVENUE, 0.6 FOOT
 KV0506'WEST OF THE WEST FACE OF A CONCRETE BASE SUPPORTING A SIGNAL
 KV0506'LIGHT, SET IN TOP OF THE CONCRETE WALKWAY.
 KV0506
 KV0506                          STATION RECOVERY (2005)
 KV0506
 KV0506'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 KV0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0687 ***********************************************************************
 LY0687  DESIGNATION -  C 5
 LY0687  PID         -  LY0687
 LY0687  STATE/COUNTY-  NJ/SUSSEX
 LY0687  USGS QUAD   -  FRANKLIN (1971)
 LY0687
 LY0687                         *CURRENT SURVEY CONTROL
 LY0687  ___________________________________________________________________
 LY0687* NAD 83(1986)-  41 06 43.     (N)    074 35 25.     (W)     SCALED    
 LY0687* NAVD 88     -       158.826  (meters)     521.08   (feet)  ADJUSTED  
 LY0687  ___________________________________________________________________
 LY0687  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LY0687  DYNAMIC HT  -         158.757 (meters)     520.86  (feet)  COMP
 LY0687  MODELED GRAV-     980,185.6   (mgal)                       NAVD 88
 LY0687
 LY0687  VERT ORDER  -  FIRST     CLASS II
 LY0687
 LY0687.The horizontal coordinates were scaled from a topographic map and have
 LY0687.an estimated accuracy of +/- 6 seconds.
 LY0687
 LY0687.The orthometric height was determined by differential leveling
 LY0687.and adjusted by the National Geodetic Survey in June 1991..
 LY0687
 LY0687.The geoid height was determined by GEOID03.
 LY0687
 LY0687.The dynamic height is computed by dividing the NAVD 88
 LY0687.geopotential number by the normal gravity value computed on the
 LY0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0687.degrees latitude (g = 980.6199 gals.).
 LY0687
 LY0687.The modeled gravity was interpolated from observed gravity values.
 LY0687
 LY0687;                    North         East    Units  Estimated Accuracy
 LY0687;SPC NJ       -   252,980.      142,420.      MT  (+/- 180 meters Scaled)
 LY0687
 LY0687                          SUPERSEDED SURVEY CONTROL
 LY0687
 LY0687  NGVD 29 (??/??/92)  159.025  (m)          521.73   (f) ADJ UNCH    1 2
 LY0687
 LY0687.Superseded values are not recommended for survey control.
 LY0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0687.See file dsdata.txt to determine how the superseded data were derived.
 LY0687
 LY0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL344512(NAD 83)
 LY0687_MARKER: R = RIVET
 LY0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0687+STABILITY: SURFACE MOTION
 LY0687
 LY0687  HISTORY     - Date     Condition        Report By
 LY0687  HISTORY     - UNK      MONUMENTED       NJZINC
 LY0687  HISTORY     - 1934     GOOD             NGS
 LY0687  HISTORY     - 20060920 MARK NOT FOUND   AASCO
 LY0687
 LY0687                          STATION DESCRIPTION
 LY0687
 LY0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0687'AT FRANKLIN.
 LY0687'AT FRANKLIN, SUSSEX COUNTY, 140 FEET EAST OF THE SMALL CONCRETE
 LY0687'HOME AT 17 CHURCH STREET, 120 FEET NORTH OF A SMALL CULVERT
 LY0687'UNDER A HIGHWAY, 60 FEET WEST OF A STEEL TOWER ON THE EAST SIDE
 LY0687'OF FRANKLIN STREET, 45 FEET WEST OF FRANKLIN STREET, 24 FEET NORTH
 LY0687'OF A STEEL TOWER ON THE WEST SIDE OF FRANKLIN STREET, AND IN
 LY0687'THE CENTER OF A GRASSY PARKWAY.  A BRASS RIVET, SET IN THE TOP OF
 LY0687'A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 LY0687
 LY0687                          STATION RECOVERY (2006)
 LY0687
 LY0687'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 LY0687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0626 ***********************************************************************
 KV0626  DESIGNATION -  C 53
 KV0626  PID         -  KV0626
 KV0626  STATE/COUNTY-  NJ/MIDDLESEX
 KV0626  USGS QUAD   -  PLAINFIELD (1995)
 KV0626
 KV0626                         *CURRENT SURVEY CONTROL
 KV0626  ___________________________________________________________________
 KV0626* NAD 83(1986)-  40 30 15.     (N)    074 25 05.     (W)     SCALED    
 KV0626* NAVD 88     -        28.763  (meters)      94.37   (feet)  ADJUSTED  
 KV0626  ___________________________________________________________________
 KV0626  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV0626  DYNAMIC HT  -          28.751 (meters)      94.33  (feet)  COMP
 KV0626  MODELED GRAV-     980,195.6   (mgal)                       NAVD 88
 KV0626
 KV0626  VERT ORDER  -  SECOND    CLASS 0
 KV0626
 KV0626.The horizontal coordinates were scaled from a topographic map and have
 KV0626.an estimated accuracy of +/- 6 seconds.
 KV0626
 KV0626.The orthometric height was determined by differential leveling
 KV0626.and adjusted by the National Geodetic Survey in June 1991..
 KV0626
 KV0626.The geoid height was determined by GEOID03.
 KV0626
 KV0626.The dynamic height is computed by dividing the NAVD 88
 KV0626.geopotential number by the normal gravity value computed on the
 KV0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0626.degrees latitude (g = 980.6199 gals.).
 KV0626
 KV0626.The modeled gravity was interpolated from observed gravity values.
 KV0626
 KV0626;                    North         East    Units  Estimated Accuracy
 KV0626;SPC NJ       -   185,490.      156,950.      MT  (+/- 180 meters Scaled)
 KV0626
 KV0626                          SUPERSEDED SURVEY CONTROL
 KV0626
 KV0626  NGVD 29 (04/16/92)   29.058  (m)           95.33   (f) ADJUSTED    2 0
 KV0626
 KV0626.Superseded values are not recommended for survey control.
 KV0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0626.See file dsdata.txt to determine how the superseded data were derived.
 KV0626
 KV0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK493838(NAD 83)
 KV0626_MARKER: DB = BENCH MARK DISK
 KV0626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0626_SP_SET: CURB
 KV0626_STAMPING: C 53 1961
 KV0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0626
 KV0626  HISTORY     - Date     Condition        Report By
 KV0626  HISTORY     - 1961     MONUMENTED       CGS
 KV0626  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0626  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV0626
 KV0626                          STATION DESCRIPTION
 KV0626
 KV0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0626'AT HIGHLAND PARK.
 KV0626'AT THE NORTHWEST CORNER OF THE INTERSECTION OF RARITAN AVE,
 KV0626'AND AMHURST STREET, 25 FEET WEST OF THE CENTER OF THE INTERSECTION
 KV0626'AND 8 INCHES ABOVE THE LEVEL OF THE STREET.  A DRILL HOLE IN THE
 KV0626'CURB.
 KV0626
 KV0626                          STATION RECOVERY (1987)
 KV0626
 KV0626'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0626'MARK NOT FOUND.
 KV0626
 KV0626                          STATION RECOVERY (1989)
 KV0626
 KV0626'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0893 ***********************************************************************
 KV0893  DESIGNATION -  C 54
 KV0893  PID         -  KV0893
 KV0893  STATE/COUNTY-  NJ/MONMOUTH
 KV0893  USGS QUAD   -  LONG BRANCH (1981)
 KV0893
 KV0893                         *CURRENT SURVEY CONTROL
 KV0893  ___________________________________________________________________
 KV0893* NAD 83(1986)-  40 19 24.     (N)    074 01 05.     (W)     SCALED    
 KV0893* NAVD 88     -         1.018  (meters)       3.34   (feet)  ADJUSTED  
 KV0893  ___________________________________________________________________
 KV0893  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KV0893  DYNAMIC HT  -           1.017 (meters)       3.34  (feet)  COMP
 KV0893  MODELED GRAV-     980,185.6   (mgal)                       NAVD 88
 KV0893
 KV0893  VERT ORDER  -  SECOND    CLASS 0
 KV0893
 KV0893.The horizontal coordinates were scaled from a topographic map and have
 KV0893.an estimated accuracy of +/- 6 seconds.
 KV0893
 KV0893.The orthometric height was determined by differential leveling
 KV0893.and adjusted by the National Geodetic Survey in June 1991..
 KV0893
 KV0893.The geoid height was determined by GEOID03.
 KV0893
 KV0893.The dynamic height is computed by dividing the NAVD 88
 KV0893.geopotential number by the normal gravity value computed on the
 KV0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0893.degrees latitude (g = 980.6199 gals.).
 KV0893
 KV0893.The modeled gravity was interpolated from observed gravity values.
 KV0893
 KV0893;                    North         East    Units  Estimated Accuracy
 KV0893;SPC NJ       -   165,520.      190,960.      MT  (+/- 180 meters Scaled)
 KV0893
 KV0893                          SUPERSEDED SURVEY CONTROL
 KV0893
 KV0893  NGVD 29 (04/16/92)    1.339  (m)            4.39   (f) ADJUSTED    2 0
 KV0893
 KV0893.Superseded values are not recommended for survey control.
 KV0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0893.See file dsdata.txt to determine how the superseded data were derived.
 KV0893
 KV0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK834641(NAD 83)
 KV0893_MARKER: DB = BENCH MARK DISK
 KV0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0893_STAMPING: C 54 1961
 KV0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0893+STABILITY: SURFACE MOTION
 KV0893
 KV0893  HISTORY     - Date     Condition        Report By
 KV0893  HISTORY     - 1961     MONUMENTED       CGS
 KV0893  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 KV0893  HISTORY     - 19920803 MARK NOT FOUND   USPSQD
 KV0893
 KV0893                          STATION DESCRIPTION
 KV0893
 KV0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0893'2 MI SE FROM LITTLE SILVER.
 KV0893'AT THE INTERSECTION OF MYRTLE AVE. (A CONTINUATION OF SEVEN POINT
 KV0893'ROAD FROM THE NORTH) AND GOOSE NECK POINT STREET, 36 FEET SOUTH OF
 KV0893'THE CENTERLINE OF GOOSE NECK POINT STREET, 18 FEET EAST OF THE
 KV0893'CENTERLINE OF MYRTLE AVE., 12 FEET NORTH OF AND IN LINE WITH A
 KV0893'POWER POLE AND ABOUT 100 FEET SOUTH OF THE END OF A NEW HIGHWAY
 KV0893'BRIDGE UNDER CONSTRUCTION AT THIS TIME.  SET IN THE TOP OF A
 KV0893'CONCRETE POST PROJECTING TWO INCHES ABOVE THE GROUND.
 KV0893
 KV0893                          STATION RECOVERY (1981)
 KV0893
 KV0893'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 KV0893'MARK NOT FOUND.
 KV0893
 KV0893                          STATION RECOVERY (1992)
 KV0893
 KV0893'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0129 ***********************************************************************
 JU0129  DESIGNATION -  C 55
 JU0129  PID         -  JU0129
 JU0129  STATE/COUNTY-  NJ/OCEAN
 JU0129  USGS QUAD   -  TUCKERTON (1995)
 JU0129
 JU0129                         *CURRENT SURVEY CONTROL
 JU0129  ___________________________________________________________________
 JU0129* NAD 83(1986)-  39 35 54.     (N)    074 15 43.     (W)     SCALED    
 JU0129* NAVD 88     -         0.451  (meters)       1.48   (feet)  ADJUSTED  
 JU0129  ___________________________________________________________________
 JU0129  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JU0129  DYNAMIC HT  -           0.451 (meters)       1.48  (feet)  COMP
 JU0129  MODELED GRAV-     980,145.5   (mgal)                       NAVD 88
 JU0129
 JU0129  VERT ORDER  -  SECOND    CLASS 0
 JU0129
 JU0129.The horizontal coordinates were scaled from a topographic map and have
 JU0129.an estimated accuracy of +/- 6 seconds.
 JU0129
 JU0129.The orthometric height was determined by differential leveling
 JU0129.and adjusted by the National Geodetic Survey in June 1991..
 JU0129
 JU0129.The geoid height was determined by GEOID03.
 JU0129
 JU0129.The dynamic height is computed by dividing the NAVD 88
 JU0129.geopotential number by the normal gravity value computed on the
 JU0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0129.degrees latitude (g = 980.6199 gals.).
 JU0129
 JU0129.The modeled gravity was interpolated from observed gravity values.
 JU0129
 JU0129;                    North         East    Units  Estimated Accuracy
 JU0129;SPC NJ       -    84,950.      170,450.      MT  (+/- 180 meters Scaled)
 JU0129
 JU0129                          SUPERSEDED SURVEY CONTROL
 JU0129
 JU0129  NGVD 29 (??/??/??)    0.983  (m)            3.23   (f) ADJUSTED    2 0
 JU0129
 JU0129.Superseded values are not recommended for survey control.
 JU0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0129.See file dsdata.txt to determine how the superseded data were derived.
 JU0129
 JU0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ633834(NAD 83)
 JU0129_MARKER: DB = BENCH MARK DISK
 JU0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0129_STAMPING: C 55 1961
 JU0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0129+STABILITY: SURFACE MOTION
 JU0129
 JU0129  HISTORY     - Date     Condition        Report By
 JU0129  HISTORY     - 1961     MONUMENTED       CGS
 JU0129  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0129  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0129
 JU0129                          STATION DESCRIPTION
 JU0129
 JU0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0129'3.5 MI SE FROM WEST CREEK.
 JU0129'2.7 MILES SOUTHEAST ALONG WEST CREEK DOCK ROAD FROM THE JUNCTION
 JU0129'OF U.S. HIGHWAY 9, THENCE 0.55 SOUTH ALONG SHORE LINE, THENCE
 JU0129'0.25 MILE BY BOAT SOUTH ACROSS LONG POINT THOROFARE, 42 FEET
 JU0129'SOUTHEAST OF THE NORTHWEST SIDE OF THE ISLAND, 63 FEET SOUTHWEST
 JU0129'OF THE NORTHEAST SIDE, 20 FEET WEST OF THE NORTHWEST CORNER OF
 JU0129'AN OLD SHACK ON PILES AND 46 YARDS NORTHWEST OF TIDAL 3.  A 3 INCH
 JU0129'GALVANIZED PIPE 5 FEET LONG SET IN CONCRETE AND PROJECTING 6
 JU0129'INCHES ABOVE THE GROUND.  STANDARD BENCH MARK DISK BRAZED TO TOP.
 JU0129'SET TO REPLACE TIDAL STATION IF IT WASHES AWAY.
 JU0129
 JU0129                          STATION RECOVERY (1985)
 JU0129
 JU0129'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0129'MARK NOT FOUND.
 JU0129
 JU0129                          STATION RECOVERY (1987)
 JU0129
 JU0129'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0308 ***********************************************************************
 JU0308  DESIGNATION -  C 56
 JU0308  PID         -  JU0308
 JU0308  STATE/COUNTY-  NJ/ATLANTIC
 JU0308  USGS QUAD   -  ATLANTIC CITY (1994)
 JU0308
 JU0308                         *CURRENT SURVEY CONTROL
 JU0308  ___________________________________________________________________
 JU0308* NAD 83(1986)-  39 21 25.     (N)    074 27 32.     (W)     SCALED    
 JU0308* NAVD 88     -         2.738  (meters)       8.98   (feet)  ADJUSTED  
 JU0308  ___________________________________________________________________
 JU0308  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 JU0308  DYNAMIC HT  -           2.736 (meters)       8.98  (feet)  COMP
 JU0308  MODELED GRAV-     980,107.0   (mgal)                       NAVD 88
 JU0308
 JU0308  VERT ORDER  -  FIRST     CLASS I
 JU0308
 JU0308.The horizontal coordinates were scaled from a topographic map and have
 JU0308.an estimated accuracy of +/- 6 seconds.
 JU0308
 JU0308.The orthometric height was determined by differential leveling
 JU0308.and adjusted by the National Geodetic Survey in June 1991..
 JU0308
 JU0308.The geoid height was determined by GEOID03.
 JU0308
 JU0308.The dynamic height is computed by dividing the NAVD 88
 JU0308.geopotential number by the normal gravity value computed on the
 JU0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0308.degrees latitude (g = 980.6199 gals.).
 JU0308
 JU0308.The modeled gravity was interpolated from observed gravity values.
 JU0308
 JU0308;                    North         East    Units  Estimated Accuracy
 JU0308;SPC NJ       -    58,130.      153,540.      MT  (+/- 180 meters Scaled)
 JU0308
 JU0308                          SUPERSEDED SURVEY CONTROL
 JU0308
 JU0308  NGVD 29 (04/16/92)    3.144  (m)           10.31   (f) ADJUSTED    1 1
 JU0308
 JU0308.Superseded values are not recommended for survey control.
 JU0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0308.See file dsdata.txt to determine how the superseded data were derived.
 JU0308
 JU0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ466565(NAD 83)
 JU0308_MARKER: DB = BENCH MARK DISK
 JU0308_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU0308_SP_SET: SQUARE PILLAR
 JU0308_STAMPING: C 56 1961
 JU0308_MARK LOGO: CGS   
 JU0308_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0308+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1996
 JU0308
 JU0308  HISTORY     - Date     Condition        Report By
 JU0308  HISTORY     - 1961     MONUMENTED       CGS
 JU0308  HISTORY     - 1963     GOOD             CGS
 JU0308  HISTORY     - 1975     GOOD             NGS
 JU0308  HISTORY     - 19891101 GOOD             NJGS
 JU0308  HISTORY     - 19960912 GOOD             NJGS
 JU0308
 JU0308                          STATION DESCRIPTION
 JU0308
 JU0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0308'AT ATLANTIC CITY.
 JU0308'IN THE NORTHWEST CONCRETE PILLAR SUPPORTING THE FOOTBALL STADIUM
 JU0308'ON BADER FIELD.  SET VERTICALLY 2 FEET ABOVE GROUND LEVEL.
 JU0308
 JU0308                          STATION RECOVERY (1963)
 JU0308
 JU0308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU0308'RECOVERED IN GOOD CONDITION.
 JU0308
 JU0308                          STATION RECOVERY (1975)
 JU0308
 JU0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JU0308'RECOVERED IN GOOD CONDITION.
 JU0308
 JU0308                          STATION RECOVERY (1989)
 JU0308
 JU0308'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 JU0308'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE NORTHEAST SIDE OF
 JU0308'ALBANY AVENUE, U.S. HIGHWAY ROUTE 40.  THE STATION IS SET VERTICALY
 JU0308'IN THE NORTH FACE OF THE SQUARE CONCRETE PILLAR AT THE NORTHWEST
 JU0308'CORNER OF THE STADIUM AT BADER FIELD, ADJACENT TO THE MUNICIPAL
 JU0308'AIRPORT.  THE STATION IS 0.25 M (0.82 FT) EAST OF THE WEST EDGE OF
 JU0308'THE PILLAR, 0.27 M (0.89 FT) WEST OF THE EAST EDGE OF THE PILLAR AND
 JU0308'0.75 M (2.46 FT) ABOVE THE GROUND.
 JU0308
 JU0308                          STATION RECOVERY (1996)
 JU0308
 JU0308'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU0308'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2144 ***********************************************************************
 JU2144  DESIGNATION -  C 57
 JU2144  PID         -  JU2144
 JU2144  STATE/COUNTY-  NJ/ATLANTIC
 JU2144  USGS QUAD   -  EGG HARBOR CITY (1977)
 JU2144
 JU2144                         *CURRENT SURVEY CONTROL
 JU2144  ___________________________________________________________________
 JU2144* NAD 83(1986)-  39 32 51.     (N)    074 40 30.     (W)     SCALED    
 JU2144* NAVD 88     -        20.245  (meters)      66.42   (feet)  ADJUSTED  
 JU2144  ___________________________________________________________________
 JU2144  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JU2144  DYNAMIC HT  -          20.235 (meters)      66.39  (feet)  COMP
 JU2144  MODELED GRAV-     980,132.2   (mgal)                       NAVD 88
 JU2144
 JU2144  VERT ORDER  -  FIRST     CLASS I
 JU2144
 JU2144.The horizontal coordinates were scaled from a topographic map and have
 JU2144.an estimated accuracy of +/- 6 seconds.
 JU2144
 JU2144.The orthometric height was determined by differential leveling
 JU2144.and adjusted by the National Geodetic Survey in June 1991..
 JU2144
 JU2144.The geoid height was determined by GEOID03.
 JU2144
 JU2144.The dynamic height is computed by dividing the NAVD 88
 JU2144.geopotential number by the normal gravity value computed on the
 JU2144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2144.degrees latitude (g = 980.6199 gals.).
 JU2144
 JU2144.The modeled gravity was interpolated from observed gravity values.
 JU2144
 JU2144;                    North         East    Units  Estimated Accuracy
 JU2144;SPC NJ       -    79,290.      134,960.      MT  (+/- 180 meters Scaled)
 JU2144
 JU2144                          SUPERSEDED SURVEY CONTROL
 JU2144
 JU2144  NGVD 29 (??/??/??)   20.619  (m)           67.65   (f) ADJUSTED    1 1
 JU2144
 JU2144.Superseded values are not recommended for survey control.
 JU2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2144.See file dsdata.txt to determine how the superseded data were derived.
 JU2144
 JU2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ279775(NAD 83)
 JU2144_MARKER: DB = BENCH MARK DISK
 JU2144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU2144_SP_SET: CULVERT
 JU2144_STAMPING: C 57 1961
 JU2144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2144
 JU2144  HISTORY     - Date     Condition        Report By
 JU2144  HISTORY     - 1961     MONUMENTED       CGS
 JU2144  HISTORY     - 1963     GOOD             CGS
 JU2144
 JU2144                          STATION DESCRIPTION
 JU2144
 JU2144'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU2144'1.85 MI NW FROM EGG HARBOR CITY.
 JU2144'1.85 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF STATE
 JU2144'HIGHWAY 50 AT EGG HARBOR CITY, ABOUT 2.85 MILES SOUTHEAST ALONG U.S.
 JU2144'HIGHWAY 30 FROM THE STOPLIGHT AT THE INTERSECTION OF A BLACK TOP ROAD
 JU2144'AT ELWOOD, SET ON TOP OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL
 JU2144'FOR A 4-FOOT CONCRETE TILE CULVERT, 42 FEET SOUTHWEST OF CENTERLINE
 JU2144'OF SOUTHEAST BOUND LANE OF HIGHWAY, 58 FEET WEST-NORTHWEST OF POWER
 JU2144'POLE H10476, AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0409 ***********************************************************************
 JU0409  DESIGNATION -  C 58
 JU0409  PID         -  JU0409
 JU0409  STATE/COUNTY-  NJ/CAPE MAY
 JU0409  USGS QUAD   -  WOODBINE (1972)
 JU0409
 JU0409                         *CURRENT SURVEY CONTROL
 JU0409  ___________________________________________________________________
 JU0409* NAD 83(1986)-  39 09 27.     (N)    074 45 13.     (W)     SCALED    
 JU0409* NAVD 88     -         3.927  (meters)      12.88   (feet)  ADJUSTED  
 JU0409  ___________________________________________________________________
 JU0409  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 JU0409  DYNAMIC HT  -           3.924 (meters)      12.87  (feet)  COMP
 JU0409  MODELED GRAV-     980,076.8   (mgal)                       NAVD 88
 JU0409
 JU0409  VERT ORDER  -  FIRST     CLASS II
 JU0409
 JU0409.The horizontal coordinates were scaled from a topographic map and have
 JU0409.an estimated accuracy of +/- 6 seconds.
 JU0409
 JU0409.The orthometric height was determined by differential leveling
 JU0409.and adjusted by the National Geodetic Survey in June 1991..
 JU0409
 JU0409.The geoid height was determined by GEOID03.
 JU0409
 JU0409.The dynamic height is computed by dividing the NAVD 88
 JU0409.geopotential number by the normal gravity value computed on the
 JU0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0409.degrees latitude (g = 980.6199 gals.).
 JU0409
 JU0409.The modeled gravity was interpolated from observed gravity values.
 JU0409
 JU0409;                    North         East    Units  Estimated Accuracy
 JU0409;SPC NJ       -    36,020.      128,080.      MT  (+/- 180 meters Scaled)
 JU0409
 JU0409                          SUPERSEDED SURVEY CONTROL
 JU0409
 JU0409  NGVD 29 (04/16/92)    4.312  (m)           14.15   (f) ADJUSTED    1 2
 JU0409
 JU0409.Superseded values are not recommended for survey control.
 JU0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0409.See file dsdata.txt to determine how the superseded data were derived.
 JU0409
 JU0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ212342(NAD 83)
 JU0409_MARKER: DB = BENCH MARK DISK
 JU0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0409_STAMPING: C 58 1961
 JU0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0409+STABILITY: SURFACE MOTION
 JU0409
 JU0409  HISTORY     - Date     Condition        Report By
 JU0409  HISTORY     - 1961     MONUMENTED       CGS
 JU0409  HISTORY     - 1979     GOOD             NGS
 JU0409
 JU0409                          STATION DESCRIPTION
 JU0409
 JU0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0409'1.5 MI SW FROM OCEAN VIEW.
 JU0409'1.5 MILE SOUTHWEST ON U.S. HIGHWAY 9 FROM THE JUNCTION WITH
 JU0409'SEA ISLE BOULEVARD OR 0.7 MILE ALONG HIGHWAY 9 FROM THE
 JU0409'JUNCTION WITH U.S. HIGHWAY 83 IN CLERMONT.  92 YARDS NORTHEAST
 JU0409'OF THE NORTHEAST END OF A SMALL POND ON THE NORTHWEST SIDE OF
 JU0409'HIGHWAY 9, 66 FEET NORTHWEST AND ACROSS HIGHWAY 9 FROM THE 5TH
 JU0409'CEDAR TREE AT THE SOUTHWEST END OF A ROW OF CEDAR TREES, 39
 JU0409'FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY 9 AND 21 FEET
 JU0409'EAST OF CABLE LINE POLE NO. 171.  SET IN THE TOP OF A CONCRETE
 JU0409'POST PROJECTING 3 INCHES.
 JU0409
 JU0409                          STATION RECOVERY (1979)
 JU0409
 JU0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU1002 ***********************************************************************
 JU1002  DESIGNATION -  C 59
 JU1002  PID         -  JU1002
 JU1002  STATE/COUNTY-  NJ/CUMBERLAND
 JU1002  USGS QUAD   -  CEDARVILLE (1992)
 JU1002
 JU1002                         *CURRENT SURVEY CONTROL
 JU1002  ___________________________________________________________________
 JU1002* NAD 83(1986)-  39 19 16.     (N)    075 09 21.     (W)     SCALED    
 JU1002* NAVD 88     -        15.281  (meters)      50.13   (feet)  ADJUSTED  
 JU1002  ___________________________________________________________________
 JU1002  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JU1002  DYNAMIC HT  -          15.273 (meters)      50.11  (feet)  COMP
 JU1002  MODELED GRAV-     980,111.6   (mgal)                       NAVD 88
 JU1002
 JU1002  VERT ORDER  -  SECOND    CLASS 0
 JU1002
 JU1002.The horizontal coordinates were scaled from a topographic map and have
 JU1002.an estimated accuracy of +/- 6 seconds.
 JU1002
 JU1002.The orthometric height was determined by differential leveling
 JU1002.and adjusted by the National Geodetic Survey in June 1991..
 JU1002
 JU1002.The geoid height was determined by GEOID03.
 JU1002
 JU1002.The dynamic height is computed by dividing the NAVD 88
 JU1002.geopotential number by the normal gravity value computed on the
 JU1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1002.degrees latitude (g = 980.6199 gals.).
 JU1002
 JU1002.The modeled gravity was interpolated from observed gravity values.
 JU1002
 JU1002;                    North         East    Units  Estimated Accuracy
 JU1002;SPC NJ       -    54,350.       93,450.      MT  (+/- 180 meters Scaled)
 JU1002
 JU1002                          SUPERSEDED SURVEY CONTROL
 JU1002
 JU1002  NGVD 29 (04/16/92)   15.611  (m)           51.22   (f) ADJUSTED    2 0
 JU1002
 JU1002.Superseded values are not recommended for survey control.
 JU1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1002.See file dsdata.txt to determine how the superseded data were derived.
 JU1002
 JU1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ865524(NAD 83)
 JU1002_MARKER: DB = BENCH MARK DISK
 JU1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1002_STAMPING: C 59 1961
 JU1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1002+STABILITY: SURFACE MOTION
 JU1002
 JU1002  HISTORY     - Date     Condition        Report By
 JU1002  HISTORY     - 1961     MONUMENTED       CGS
 JU1002  HISTORY     - 19950429 GOOD             USPSQD
 JU1002
 JU1002                          STATION DESCRIPTION
 JU1002
 JU1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU1002'2.1 MI NE FROM NEWPORT.
 JU1002'0.25 MILE NORTH ON THE NEWPORT AND MILLVILLE ROAD FROM THE
 JU1002'NORTHEAST CORNER OF THE CEMETARY IN NEWPORT THENCE 1.6 MILE
 JU1002'NORTHEAST ON THE NEWPORT AND MILLVILLE ROAD, 0.8 MILE NORTH
 JU1002'OF A RAILROAD CROSSING, 70.2 FEET SOUTH AND ACROSS THE ROAD
 JU1002'FROM POWER LINE POLE NO. 28, 44.5 FEET SOUTHEAST OF THE CENTER
 JU1002'LINE OF THE NEWPORT AND MILLVILLE ROAD, 1.27 FEET NORTHEAST
 JU1002'OF THE CENTER OF A TRAIL LEADING SOUTHEAST AND 2.5 FEET SOUTHWEST
 JU1002'OF A METAL WITNESS POST.  SET IN THE TOP OF A CONCRETE POST
 JU1002'PROJECTING 2 INCHES.
 JU1002
 JU1002                          STATION RECOVERY (1995)
 JU1002
 JU1002'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU1002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0841 ***********************************************************************
 KV0841  DESIGNATION -  C 6
 KV0841  PID         -  KV0841
 KV0841  STATE/COUNTY-  NJ/OCEAN
 KV0841  USGS QUAD   -  POINT PLEASANT (1989)
 KV0841
 KV0841                         *CURRENT SURVEY CONTROL
 KV0841  ___________________________________________________________________
 KV0841* NAD 83(1986)-  40 04 18.     (N)    074 02 46.     (W)     SCALED    
 KV0841* NAVD 88     -         1.164  (meters)       3.82   (feet)  ADJUSTED  
 KV0841  ___________________________________________________________________
 KV0841  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV0841  DYNAMIC HT  -           1.164 (meters)       3.82  (feet)  COMP
 KV0841  MODELED GRAV-     980,157.8   (mgal)                       NAVD 88
 KV0841
 KV0841  VERT ORDER  -  FIRST     CLASS I
 KV0841
 KV0841.The horizontal coordinates were scaled from a topographic map and have
 KV0841.an estimated accuracy of +/- 6 seconds.
 KV0841
 KV0841.The orthometric height was determined by differential leveling
 KV0841.and adjusted by the National Geodetic Survey in June 1991..
 KV0841
 KV0841.The geoid height was determined by GEOID03.
 KV0841
 KV0841.The dynamic height is computed by dividing the NAVD 88
 KV0841.geopotential number by the normal gravity value computed on the
 KV0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0841.degrees latitude (g = 980.6199 gals.).
 KV0841
 KV0841.The modeled gravity was interpolated from observed gravity values.
 KV0841
 KV0841;                    North         East    Units  Estimated Accuracy
 KV0841;SPC NJ       -   137,570.      188,720.      MT  (+/- 180 meters Scaled)
 KV0841
 KV0841                          SUPERSEDED SURVEY CONTROL
 KV0841
 KV0841  NGVD 29 (04/16/92)    1.501  (m)            4.92   (f) ADJUSTED    1 1
 KV0841
 KV0841.Superseded values are not recommended for survey control.
 KV0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0841.See file dsdata.txt to determine how the superseded data were derived.
 KV0841
 KV0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK813361(NAD 83)
 KV0841_MARKER: DB = BENCH MARK DISK
 KV0841_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0841_SP_SET: BRIDGE ABUTMENT
 KV0841_STAMPING: C 6 1930 5.236
 KV0841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0841
 KV0841  HISTORY     - Date     Condition        Report By
 KV0841  HISTORY     - 1930     MONUMENTED       CGS
 KV0841  HISTORY     - 1964     GOOD             CGS
 KV0841  HISTORY     - 1968     GOOD             LOCSUR
 KV0841  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV0841  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0841
 KV0841                          STATION DESCRIPTION
 KV0841
 KV0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0841'AT BAY HEAD.
 KV0841'AT BAY HEAD, ABOUT 0.1 MILE NORTH ALONG AN OLD ABANDONED
 KV0841'RAILROAD BED FROM THE POST OFFICE, SET ON THE TOP OF THE
 KV0841'EAST END OF THE SOUTH CONCRETE ABUTMENT OF AN ABANDONED RAILROAD
 KV0841'BRIDGE, 9 FEET EAST OF THE APPROXIMATE CENTER LINE OF THE
 KV0841'ABANDONED BED, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE BED.
 KV0841
 KV0841                          STATION RECOVERY (1968)
 KV0841
 KV0841'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 KV0841'RECOVERED IN GOOD CONDITION.
 KV0841
 KV0841                          STATION RECOVERY (1984)
 KV0841
 KV0841'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0841'MARK NOT FOUND.
 KV0841
 KV0841                          STATION RECOVERY (1987)
 KV0841
 KV0841'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0685 ***********************************************************************
 LY0685  DESIGNATION -  C 6
 LY0685  PID         -  LY0685
 LY0685  STATE/COUNTY-  NJ/SUSSEX
 LY0685  USGS QUAD   -  FRANKLIN (1971)
 LY0685
 LY0685                         *CURRENT SURVEY CONTROL
 LY0685  ___________________________________________________________________
 LY0685* NAD 83(1986)-  41 06 38.     (N)    074 35 27.     (W)     SCALED    
 LY0685* NAVD 88     -       170.162  (meters)     558.27   (feet)  ADJUSTED  
 LY0685  ___________________________________________________________________
 LY0685  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LY0685  DYNAMIC HT  -         170.088 (meters)     558.03  (feet)  COMP
 LY0685  MODELED GRAV-     980,185.4   (mgal)                       NAVD 88
 LY0685
 LY0685  VERT ORDER  -  FIRST     CLASS II
 LY0685
 LY0685.The horizontal coordinates were scaled from a topographic map and have
 LY0685.an estimated accuracy of +/- 6 seconds.
 LY0685
 LY0685.The orthometric height was determined by differential leveling
 LY0685.and adjusted by the National Geodetic Survey in June 1991..
 LY0685
 LY0685.The geoid height was determined by GEOID03.
 LY0685
 LY0685.The dynamic height is computed by dividing the NAVD 88
 LY0685.geopotential number by the normal gravity value computed on the
 LY0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0685.degrees latitude (g = 980.6199 gals.).
 LY0685
 LY0685.The modeled gravity was interpolated from observed gravity values.
 LY0685
 LY0685;                    North         East    Units  Estimated Accuracy
 LY0685;SPC NJ       -   252,830.      142,370.      MT  (+/- 180 meters Scaled)
 LY0685
 LY0685                          SUPERSEDED SURVEY CONTROL
 LY0685
 LY0685  NGVD 29 (??/??/92)  170.361  (m)          558.93   (f) ADJ UNCH    1 2
 LY0685
 LY0685.Superseded values are not recommended for survey control.
 LY0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0685.See file dsdata.txt to determine how the superseded data were derived.
 LY0685
 LY0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL343511(NAD 83)
 LY0685_MARKER: DD = SURVEY DISK
 LY0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0685+STABILITY: SURFACE MOTION
 LY0685
 LY0685  HISTORY     - Date     Condition        Report By
 LY0685  HISTORY     - UNK      MONUMENTED       NJZINC
 LY0685  HISTORY     - 1934     GOOD             NGS
 LY0685
 LY0685                          STATION DESCRIPTION
 LY0685
 LY0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0685'AT FRANKLIN.
 LY0685'AT FRANKLIN, SUSSEX COUNTY, ON THE NEW YORK, SUSQUEHNNA AND
 LY0685'WESTERN RAILROAD, ABOUT 700 FEET WEST OF THE FRANKLIN POND
 LY0685'DAM ON WALKILL RIVER, 70 FEET EAST OF POLE W.N.T. 58-35, 66 FEET
 LY0685'SOUTH OF THE CENTERLINE OF MAPLE AVENUE (DIRT), 36 FEET EAST OF
 LY0685'THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 LY0685'TOP OF THE RAIL.  A BRASS RIVET, SET IN THE TOP OF A CONCRETE
 LY0685'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0471 ***********************************************************************
 KV0471  DESIGNATION -  C 62 RESET
 KV0471  PID         -  KV0471
 KV0471  STATE/COUNTY-  NJ/BERGEN
 KV0471  USGS QUAD   -  WEEHAWKEN (1995)
 KV0471
 KV0471                         *CURRENT SURVEY CONTROL
 KV0471  ___________________________________________________________________
 KV0471* NAD 83(1986)-  40 49 35.     (N)    074 03 23.     (W)     SCALED    
 KV0471* NAVD 88     -         4.65   (meters)      15.3    (feet)  RESET     
 KV0471  ___________________________________________________________________
 KV0471  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KV0471
 KV0471  VERT ORDER  -  THIRD
 KV0471
 KV0471.The horizontal coordinates were scaled from a topographic map and have
 KV0471.an estimated accuracy of +/- 6 seconds.
 KV0471
 KV0471.The orthometric height was computed from unverified reset data.
 KV0471
 KV0471.The geoid height was determined by GEOID03.
 KV0471
 KV0471;                    North         East    Units  Estimated Accuracy
 KV0471;SPC NJ       -   221,360.      187,420.      MT  (+/- 180 meters Scaled)
 KV0471
 KV0471                          SUPERSEDED SURVEY CONTROL
 KV0471
 KV0471  NGVD 29 (??/??/??)    4.97   (m)           16.3    (f) RESET       3  
 KV0471
 KV0471.Superseded values are not recommended for survey control.
 KV0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0471.See file dsdata.txt to determine how the superseded data were derived.
 KV0471
 KV0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL795199(NAD 83)
 KV0471_MARKER: DB = BENCH MARK DISK
 KV0471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0471_SP_SET: CULVERT
 KV0471_STAMPING: C 62 RESET 1963
 KV0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0471
 KV0471  HISTORY     - Date     Condition        Report By
 KV0471  HISTORY     - 1963     MONUMENTED       CGS
 KV0471  HISTORY     - 19920218 MARK NOT FOUND   NJGS
 KV0471
 KV0471                          STATION DESCRIPTION
 KV0471
 KV0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KV0471'1.2 MI SW FROM MOONACHIE.
 KV0471'1.2 MILE SOUTHWEST ON BERGEN COUNTY ROAD 43 (WASHINGTON AVE.) FROM
 KV0471'THE MUNICIPAL BLDG. AT MOONACHIE.  SET IN A DRILL HOLE AT THE
 KV0471'NORTHWEST END OF THE NORTHWEST CONCRETE HEADWALL OF A CONCRETE TILE
 KV0471'CULVERT UNDER ROAD 43 AT CARLSTADT, 96 YARDS SOUTHWEST OF THE
 KV0471'JUNCTION OF KERO ROAD AND ROAD 43 (WASHINGTON AVE.) 24.5 FEET
 KV0471'NORTHWEST OF THE CENTERLINE OF ROAD 43 AND 1.5 FEET ABOVE THE LEVEL
 KV0471'OF THE ROAD.
 KV0471
 KV0471                          STATION RECOVERY (1992)
 KV0471
 KV0471'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KV0471'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A HALF HOUR
 KV0471'SEARCH BY A TWO MAN PARTY.  CONSIDERABLE IMPROVEMENTS HAVE BEEN MADE
 KV0471'TO THE AREA SINCE THE ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0713 ***********************************************************************
 JU0713  DESIGNATION -  C 63
 JU0713  PID         -  JU0713
 JU0713  STATE/COUNTY-  NJ/CAMDEN
 JU0713  USGS QUAD   -  RUNNEMEDE (1994)
 JU0713
 JU0713                         *CURRENT SURVEY CONTROL
 JU0713  ___________________________________________________________________
 JU0713* NAD 83(1986)-  39 49 19.     (N)    075 00 17.     (W)     SCALED    
 JU0713* NAVD 88     -        24.803  (meters)      81.37   (feet)  ADJUSTED  
 JU0713  ___________________________________________________________________
 JU0713  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JU0713  DYNAMIC HT  -          24.792 (meters)      81.34  (feet)  COMP
 JU0713  MODELED GRAV-     980,167.5   (mgal)                       NAVD 88
 JU0713
 JU0713  VERT ORDER  -  FIRST     CLASS I
 JU0713
 JU0713.The horizontal coordinates were scaled from a topographic map and have
 JU0713.an estimated accuracy of +/- 6 seconds.
 JU0713
 JU0713.The orthometric height was determined by differential leveling
 JU0713.and adjusted by the National Geodetic Survey in June 1991..
 JU0713
 JU0713.Photographs are available for this station.
 JU0713
 JU0713.The geoid height was determined by GEOID03.
 JU0713
 JU0713.The dynamic height is computed by dividing the NAVD 88
 JU0713.geopotential number by the normal gravity value computed on the
 JU0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0713.degrees latitude (g = 980.6199 gals.).
 JU0713
 JU0713.The modeled gravity was interpolated from observed gravity values.
 JU0713
 JU0713;                    North         East    Units  Estimated Accuracy
 JU0713;SPC NJ       -   109,870.      106,790.      MT  (+/- 180 meters Scaled)
 JU0713
 JU0713                          SUPERSEDED SURVEY CONTROL
 JU0713
 JU0713  NGVD 29 (??/??/??)   25.156  (m)           82.53   (f) ADJUSTED    1 1
 JU0713
 JU0713.Superseded values are not recommended for survey control.
 JU0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0713.See file dsdata.txt to determine how the superseded data were derived.
 JU0713
 JU0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK995079(NAD 83)
 JU0713_MARKER: DB = BENCH MARK DISK
 JU0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0713_STAMPING: C 63 1963
 JU0713_MARK LOGO: CGS   
 JU0713_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0713+STABILITY: SURFACE MOTION
 JU0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0713+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 JU0713
 JU0713  HISTORY     - Date     Condition        Report By
 JU0713  HISTORY     - 1963     MONUMENTED       CGS
 JU0713  HISTORY     - 1964     GOOD             CGS
 JU0713  HISTORY     - 1968     GOOD             NJDCED
 JU0713  HISTORY     - 19950313 GOOD             NJGS
 JU0713  HISTORY     - 19950319 GOOD             USPSQD
 JU0713  HISTORY     - 20020620 GOOD             INDIV
 JU0713  HISTORY     - 20040123 GOOD             GEOCAC
 JU0713  HISTORY     - 20060316 GOOD             PMK
 JU0713
 JU0713                          STATION DESCRIPTION
 JU0713
 JU0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0713'1.3 MI NW FROM CLEMENTON.
 JU0713'1.3 MILES NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0713'LINES FROM THE STATION AT CLEMENTON, AT THE LAUREL SPRINGS
 JU0713'WAITING STATION, AT THE CROSSING OF STONE ROAD, 185 FEET
 JU0713'EAST-SOUTHEAST OF CENTER OF THE CROSSING, 27 FEET NORTHEAST OF
 JU0713'NORTHEAST RAIL, 16.5 FEEET NORTHWEST OF NORTH CORNER OF THE
 JU0713'STATION, 2 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 1.5 FEET
 JU0713'SOUTHEAST OF A STEEL WITNESS POST, 3 FEET ABOVE THE TRACK, AND
 JU0713'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JU0713
 JU0713                          STATION RECOVERY (1968)
 JU0713
 JU0713'RECOVERY NOTE BY NJ CONS AND ECON DEV 1968
 JU0713'RECOVERED IN GOOD CONDITION.
 JU0713
 JU0713                          STATION RECOVERY (1995)
 JU0713
 JU0713'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0713'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE LAUREL SPRINGS
 JU0713'WAITING STATION NO LONGER EXISTS AND THE STEEL WITNESS POST IS
 JU0713'MISSING.  THE STATION IS ABOUT 31 FT (9.4 M) WEST FROM THE CENTERLINE
 JU0713'OF EAST ATLANTIC AVENUE, COUNTY ROAD 727.
 JU0713
 JU0713                          STATION RECOVERY (1995)
 JU0713
 JU0713'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0713'RECOVERED IN GOOD CONDITION.
 JU0713
 JU0713                          STATION RECOVERY (2002)
 JU0713
 JU0713'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 JU0713'PORTABLE GPS READING
 JU0713'39.49.20.0
 JU0713'075.00.19.0
 JU0713
 JU0713                          STATION RECOVERY (2004)
 JU0713
 JU0713'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 JU0713'RECOVERED IN GOOD CONDITION.
 JU0713
 JU0713                          STATION RECOVERY (2006)
 JU0713
 JU0713'RECOVERY NOTE BY PMK GROUP 2006 (RMF)
 JU0713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0520 ***********************************************************************
 JU0520  DESIGNATION -  C 64
 JU0520  PID         -  JU0520
 JU0520  STATE/COUNTY-  NJ/ATLANTIC
 JU0520  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0520
 JU0520                         *CURRENT SURVEY CONTROL
 JU0520  ___________________________________________________________________
 JU0520* NAD 83(1986)-  39 29 16.     (N)    074 35 34.     (W)     SCALED    
 JU0520* NAVD 88     -        18.639  (meters)      61.15   (feet)  ADJUSTED  
 JU0520  ___________________________________________________________________
 JU0520  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JU0520  DYNAMIC HT  -          18.630 (meters)      61.12  (feet)  COMP
 JU0520  MODELED GRAV-     980,128.0   (mgal)                       NAVD 88
 JU0520
 JU0520  VERT ORDER  -  FIRST     CLASS I
 JU0520
 JU0520.The horizontal coordinates were scaled from a topographic map and have
 JU0520.an estimated accuracy of +/- 6 seconds.
 JU0520
 JU0520.The orthometric height was determined by differential leveling
 JU0520.and adjusted by the National Geodetic Survey in June 1991..
 JU0520
 JU0520.The geoid height was determined by GEOID03.
 JU0520
 JU0520.The dynamic height is computed by dividing the NAVD 88
 JU0520.geopotential number by the normal gravity value computed on the
 JU0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0520.degrees latitude (g = 980.6199 gals.).
 JU0520
 JU0520.The modeled gravity was interpolated from observed gravity values.
 JU0520
 JU0520;                    North         East    Units  Estimated Accuracy
 JU0520;SPC NJ       -    72,650.      142,020.      MT  (+/- 180 meters Scaled)
 JU0520
 JU0520                          SUPERSEDED SURVEY CONTROL
 JU0520
 JU0520  NGVD 29 (??/??/??)   19.019  (m)           62.40   (f) ADJUSTED    1 1
 JU0520
 JU0520.Superseded values are not recommended for survey control.
 JU0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0520.See file dsdata.txt to determine how the superseded data were derived.
 JU0520
 JU0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ350709(NAD 83)
 JU0520_MARKER: DB = BENCH MARK DISK
 JU0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0520_STAMPING: C 64 1963
 JU0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0520+STABILITY: SURFACE MOTION
 JU0520
 JU0520  HISTORY     - Date     Condition        Report By
 JU0520  HISTORY     - 1963     MONUMENTED       CGS
 JU0520  HISTORY     - 1964     GOOD             CGS
 JU0520  HISTORY     - 1985     GOOD             LOCSUR
 JU0520  HISTORY     - 19950228 MARK NOT FOUND   NGS
 JU0520
 JU0520                          STATION DESCRIPTION
 JU0520
 JU0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0520'4 MI SE FROM EGG HARBOR CITY.
 JU0520'4.05 MILES SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0520'LINES FROM THE STATION AT EGG HARBOR CITY, 16.5 FEET NORTHEAST
 JU0520'OF NORTHEAST RAIL, 3 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 1.5
 JU0520'FEET SOUTHEAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH TRACK,
 JU0520'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JU0520
 JU0520                          STATION RECOVERY (1985)
 JU0520
 JU0520'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 JU0520'RECOVERED IN GOOD CONDITION.
 JU0520
 JU0520                          STATION RECOVERY (1995)
 JU0520
 JU0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 JU0520'THE POST WAS FOUND LAYING ON ITS SIDE WITH THE DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0579 ***********************************************************************
 JU0579  DESIGNATION -  C 65
 JU0579  PID         -  JU0579
 JU0579  STATE/COUNTY-  NJ/ATLANTIC
 JU0579  USGS QUAD   -  EGG HARBOR CITY (1977)
 JU0579
 JU0579                         *CURRENT SURVEY CONTROL
 JU0579  ___________________________________________________________________
 JU0579* NAD 83(1986)-  39 31 17.     (N)    074 38 27.     (W)     SCALED    
 JU0579* NAVD 88     -        17.465  (meters)      57.30   (feet)  ADJUSTED  
 JU0579  ___________________________________________________________________
 JU0579  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JU0579  DYNAMIC HT  -          17.456 (meters)      57.27  (feet)  COMP
 JU0579  MODELED GRAV-     980,131.2   (mgal)                       NAVD 88
 JU0579
 JU0579  VERT ORDER  -  FIRST     CLASS I
 JU0579
 JU0579.The horizontal coordinates were scaled from a topographic map and have
 JU0579.an estimated accuracy of +/- 6 seconds.
 JU0579
 JU0579.The orthometric height was determined by differential leveling
 JU0579.and adjusted by the National Geodetic Survey in June 1991..
 JU0579
 JU0579.The geoid height was determined by GEOID03.
 JU0579
 JU0579.The dynamic height is computed by dividing the NAVD 88
 JU0579.geopotential number by the normal gravity value computed on the
 JU0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0579.degrees latitude (g = 980.6199 gals.).
 JU0579
 JU0579.The modeled gravity was interpolated from observed gravity values.
 JU0579
 JU0579;                    North         East    Units  Estimated Accuracy
 JU0579;SPC NJ       -    76,390.      137,890.      MT  (+/- 180 meters Scaled)
 JU0579
 JU0579                          SUPERSEDED SURVEY CONTROL
 JU0579
 JU0579  NGVD 29 (??/??/??)   17.840  (m)           58.53   (f) ADJUSTED    1 1
 JU0579
 JU0579.Superseded values are not recommended for survey control.
 JU0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0579.See file dsdata.txt to determine how the superseded data were derived.
 JU0579
 JU0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ308747(NAD 83)
 JU0579_MARKER: DB = BENCH MARK DISK
 JU0579_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JU0579+WITH SETTING: INTO GROUND
 JU0579_SP_SET: 76.6 FEET
 JU0579_STAMPING: C 65 1963
 JU0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0579+STABILITY: SURFACE MOTION
 JU0579
 JU0579  HISTORY     - Date     Condition        Report By
 JU0579  HISTORY     - 1963     MONUMENTED       CGS
 JU0579  HISTORY     - 1964     GOOD             CGS
 JU0579
 JU0579                          STATION DESCRIPTION
 JU0579
 JU0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0579'0.6 MI SE FROM EGG HARBOR CITY.
 JU0579'0.55 MILE SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0579'LINES FROM THE STATION AT EGG HARBOR CITY, AT THE CROSSING OF
 JU0579'NEW ORLEANS AVENUE, ABOUT 105 YARDS SOUTHEAST OF MILEPOST 42,
 JU0579'38 FEET NORTH OF CENTER OF THE CROSSING, 16.3 FEET NORTHEAST
 JU0579'OF NORTHEAST RAIL, 28 FEET SOUTHWEST OF CENTER LINE OF ATLANTIC
 JU0579'AVENUE (PARALLELS TRACK), 3 1/2 FEET NORTHWEST OF A TELEPHONE
 JU0579'POLE, 1 FOOT ABOVE LEVEL OF TRACK, AND IS A DISK ON TOP OF A
 JU0579'COPPER COATED STEEL ROD PROJECTING 2 INCHES AND PROTECTED BY
 JU0579'A 6-INCH TILE WHICH PROJECTS 4 INCHES.  THE ROD WAS DRIVEN TO
 JU0579'REFUSAL AT A DEPTH OF 76.6 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0122 ***********************************************************************
 JU0122  DESIGNATION -  C 66
 JU0122  PID         -  JU0122
 JU0122  STATE/COUNTY-  NJ/ATLANTIC
 JU0122  USGS QUAD   -  NEW GRETNA (1977)
 JU0122
 JU0122                         *CURRENT SURVEY CONTROL
 JU0122  ___________________________________________________________________
 JU0122* NAD 83(1986)-  39 31 48.     (N)    074 27 42.     (W)     SCALED    
 JU0122* NAVD 88     -         1.782  (meters)       5.85   (feet)  ADJUSTED  
 JU0122  ___________________________________________________________________
 JU0122  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JU0122  DYNAMIC HT  -           1.781 (meters)       5.84  (feet)  COMP
 JU0122  MODELED GRAV-     980,141.9   (mgal)                       NAVD 88
 JU0122
 JU0122  VERT ORDER  -  FIRST     CLASS I
 JU0122
 JU0122.The horizontal coordinates were scaled from a topographic map and have
 JU0122.an estimated accuracy of +/- 6 seconds.
 JU0122
 JU0122.The orthometric height was determined by differential leveling
 JU0122.and adjusted by the National Geodetic Survey in June 1991..
 JU0122
 JU0122.The geoid height was determined by GEOID03.
 JU0122
 JU0122.The dynamic height is computed by dividing the NAVD 88
 JU0122.geopotential number by the normal gravity value computed on the
 JU0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0122.degrees latitude (g = 980.6199 gals.).
 JU0122
 JU0122.The modeled gravity was interpolated from observed gravity values.
 JU0122
 JU0122;                    North         East    Units  Estimated Accuracy
 JU0122;SPC NJ       -    77,340.      153,300.      MT  (+/- 180 meters Scaled)
 JU0122
 JU0122                          SUPERSEDED SURVEY CONTROL
 JU0122
 JU0122  NGVD 29 (04/16/92)    2.169  (m)            7.12   (f) ADJUSTED    1 1
 JU0122
 JU0122.Superseded values are not recommended for survey control.
 JU0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0122.See file dsdata.txt to determine how the superseded data were derived.
 JU0122
 JU0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ462757(NAD 83)
 JU0122_MARKER: DB = BENCH MARK DISK
 JU0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0122_STAMPING: C 66 1964
 JU0122_MARK LOGO: CGS   
 JU0122_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0122+STABILITY: SURFACE MOTION
 JU0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0122+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 JU0122
 JU0122  HISTORY     - Date     Condition        Report By
 JU0122  HISTORY     - 1964     MONUMENTED       CGS
 JU0122  HISTORY     - 1979     GOOD             NGS
 JU0122  HISTORY     - 1985     GOOD             USPSQD
 JU0122  HISTORY     - 19950316 GOOD             NJGS
 JU0122  HISTORY     - 20050926 GOOD             CANJDE
 JU0122
 JU0122                          STATION DESCRIPTION
 JU0122
 JU0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0122'4.3 MI N FROM OCEANVILLE.
 JU0122'ABOUT 4.3 MILES NORTH ALONG U.S. HIGHWAY 9 FROM THE POST OFFICE AT
 JU0122'OCEANVILLE, 0.25 MILE SOUTH OF BRIDGE OVER NACOTE CREEK, 41 FEET
 JU0122'EAST OF THE CENTER LINE OF HIGHWAY, 17 FEET EAST-NORTHEAST OF
 JU0122'POWER LINE POLE 14066, 3.0 FEET NORTH OF THE NORTH ONE OF TWO
 JU0122'NATIONAL WILDLIFE REFUGE SIGN, 1.0 FOOT NORTH OF A FENCE LINE
 JU0122'LEADING EAST AND WEST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 JU0122'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 JU0122
 JU0122                          STATION RECOVERY (1979)
 JU0122
 JU0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0122'RECOVERED IN GOOD CONDITION.
 JU0122
 JU0122                          STATION RECOVERY (1985)
 JU0122
 JU0122'RECOVERY NOTE BY US POWER SQUADRON 1985 (CWK)
 JU0122'RECOVERED IN GOOD CONDITION.
 JU0122
 JU0122                          STATION RECOVERY (1995)
 JU0122
 JU0122'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0122'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE STATION IS
 JU0122'ABOUT 24.5 FT (7.5 M) SOUTH SOUTHEAST FROM THE WEST LEG OF A LARGE
 JU0122'WOOD BILLBOARD.
 JU0122
 JU0122                          STATION RECOVERY (2005)
 JU0122
 JU0122'RECOVERY NOTE BY   2005 (GAC)
 JU0122'ROUTE U.S. 9 HAS BEEN REALIGNED. STATION IS NOW INSIDE A MONUMENT BOX
 JU0122'IN THE NORTHBOUND SHOULDER, 1.0 FT BELOW THE PAVEMENT.  21.4 FT EAST
 JU0122'NORTHEAST OF THE PHYSICAL CENTERLINE OF ROUTE U.S. 9.  2.0 FT WEST
 JU0122'SOUTHWEST OF THE EDGE OF PAVEMENT.  10.2 FT NORTHWEST OF THE WEST POST
 JU0122'OF THE 'BRIDGE FREEZES BEFORE ROAD SURFACE' SIGN.  DISK SURFACE HAS
 JU0122'BEEN SCRAPED AND IS DIFFICULT TO READ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0145 ***********************************************************************
 JU0145  DESIGNATION -  C 67
 JU0145  PID         -  JU0145
 JU0145  STATE/COUNTY-  NJ/OCEAN
 JU0145  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0145
 JU0145                         *CURRENT SURVEY CONTROL
 JU0145  ___________________________________________________________________
 JU0145* NAD 83(1986)-  39 39 37.     (N)    074 10 06.     (W)     SCALED    
 JU0145* NAVD 88     -         1.305  (meters)       4.28   (feet)  ADJUSTED  
 JU0145  ___________________________________________________________________
 JU0145  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JU0145  DYNAMIC HT  -           1.305 (meters)       4.28  (feet)  COMP
 JU0145  MODELED GRAV-     980,152.5   (mgal)                       NAVD 88
 JU0145
 JU0145  VERT ORDER  -  FIRST     CLASS I
 JU0145
 JU0145.The horizontal coordinates were scaled from a topographic map and have
 JU0145.an estimated accuracy of +/- 6 seconds.
 JU0145
 JU0145.The orthometric height was determined by differential leveling
 JU0145.and adjusted by the National Geodetic Survey in June 1991..
 JU0145
 JU0145.The geoid height was determined by GEOID03.
 JU0145
 JU0145.The dynamic height is computed by dividing the NAVD 88
 JU0145.geopotential number by the normal gravity value computed on the
 JU0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0145.degrees latitude (g = 980.6199 gals.).
 JU0145
 JU0145.The modeled gravity was interpolated from observed gravity values.
 JU0145
 JU0145;                    North         East    Units  Estimated Accuracy
 JU0145;SPC NJ       -    91,850.      178,460.      MT  (+/- 180 meters Scaled)
 JU0145
 JU0145                          SUPERSEDED SURVEY CONTROL
 JU0145
 JU0145  NGVD 29 (??/??/??)    1.688  (m)            5.54   (f) ADJUSTED    1 1
 JU0145
 JU0145.Superseded values are not recommended for survey control.
 JU0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0145.See file dsdata.txt to determine how the superseded data were derived.
 JU0145
 JU0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ713903(NAD 83)
 JU0145_MARKER: DB = BENCH MARK DISK
 JU0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0145_STAMPING: C 67 1964
 JU0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0145+STABILITY: SURFACE MOTION
 JU0145
 JU0145  HISTORY     - Date     Condition        Report By
 JU0145  HISTORY     - 1964     MONUMENTED       CGS
 JU0145  HISTORY     - 1988     GOOD             USPSQD
 JU0145  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU0145
 JU0145                          STATION DESCRIPTION
 JU0145
 JU0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0145'AT SURF CITY.
 JU0145'ON LONG BEACH ISLAND, AT SURF CITY, 0.15 MILE SOUTHWEST ALONG
 JU0145'LONG BEACH BOULEVARD FROM THE CITY HALL, NEAR THE INTERSECTION
 JU0145'OF 9TH STREET, 191.0 FEET NORTHWEST OF THE NORTHWEST CURB OF LONG
 JU0145'BEACH BOULEVARD, 70.0 FEET SOUTHWEST OF THE CENTER LINE OF 9TH
 JU0145'STREET, ON CITY PROPERTY NEAR THE WATER TOWER, 23.0 FEET NORTH
 JU0145'OF THE NORTH CORNER OF THE NORTHEAST CONCRETE LEG BASE OF THE
 JU0145'TOWER, 12.0 FEET NORTH-NORTHEAST OF THE EAST CORNER OF CYCLONE
 JU0145'FENCE AROUND PUMP HOUSE, 115.0 FEET NORTH-NORTHWEST OF AND ACROSS
 JU0145'LONG BEACH BOULEVARD FROM SURF R.M. 3 DESCRIBED, ABOUT LEVEL WITH
 JU0145'THE BOULEVARD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU0145'0.6 FOOT.
 JU0145
 JU0145                          STATION RECOVERY (1988)
 JU0145
 JU0145'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU0145'RECOVERED IN GOOD CONDITION.
 JU0145
 JU0145                          STATION RECOVERY (2001)
 JU0145
 JU0145'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0145'THE STATION WAS NOT RECOVERED AT THIS TIME. THE AREA WHERE THE
 JU0145'REMAINING TIES MATCHED WAS PROBED WITH NO RESULTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0013 ***********************************************************************
 JU0013  DESIGNATION -  C 69
 JU0013  PID         -  JU0013
 JU0013  STATE/COUNTY-  NJ/OCEAN
 JU0013  USGS QUAD   -  SEASIDE PARK (1989)
 JU0013
 JU0013                         *CURRENT SURVEY CONTROL
 JU0013  ___________________________________________________________________
 JU0013* NAD 83(1986)-  39 57 21.     (N)    074 04 16.     (W)     SCALED    
 JU0013* NAVD 88     -         1.352  (meters)       4.44   (feet)  ADJUSTED  
 JU0013  ___________________________________________________________________
 JU0013  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU0013  DYNAMIC HT  -           1.351 (meters)       4.43  (feet)  COMP
 JU0013  MODELED GRAV-     980,163.5   (mgal)                       NAVD 88
 JU0013
 JU0013  VERT ORDER  -  FIRST     CLASS I
 JU0013
 JU0013.The horizontal coordinates were scaled from a topographic map and have
 JU0013.an estimated accuracy of +/- 6 seconds.
 JU0013
 JU0013.The orthometric height was determined by differential leveling
 JU0013.and adjusted by the National Geodetic Survey in June 1991..
 JU0013
 JU0013.The geoid height was determined by GEOID03.
 JU0013
 JU0013.The dynamic height is computed by dividing the NAVD 88
 JU0013.geopotential number by the normal gravity value computed on the
 JU0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0013.degrees latitude (g = 980.6199 gals.).
 JU0013
 JU0013.The modeled gravity was interpolated from observed gravity values.
 JU0013
 JU0013;                    North         East    Units  Estimated Accuracy
 JU0013;SPC NJ       -   124,700.      186,640.      MT  (+/- 180 meters Scaled)
 JU0013
 JU0013                          SUPERSEDED SURVEY CONTROL
 JU0013
 JU0013  NGVD 29 (04/16/92)    1.702  (m)            5.58   (f) ADJUSTED    1 1
 JU0013
 JU0013.Superseded values are not recommended for survey control.
 JU0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0013.See file dsdata.txt to determine how the superseded data were derived.
 JU0013
 JU0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK793232(NAD 83)
 JU0013_MARKER: DB = BENCH MARK DISK
 JU0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0013_STAMPING: C 69 1964
 JU0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0013+STABILITY: SURFACE MOTION
 JU0013
 JU0013  HISTORY     - Date     Condition        Report By
 JU0013  HISTORY     - 1964     MONUMENTED       CGS
 JU0013  HISTORY     - 1979     GOOD             NGS
 JU0013  HISTORY     - 1984     GOOD             USPSQD
 JU0013  HISTORY     - 1987     GOOD             USPSQD
 JU0013  HISTORY     - 1990     GOOD             USPSQD
 JU0013  HISTORY     - 19940627 GOOD             USPSQD
 JU0013
 JU0013                          STATION DESCRIPTION
 JU0013
 JU0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0013'0.9 MI N FROM SEASIDE HEIGHTS.
 JU0013'ABOUT 0.9 MILE NORTH ALONG KRAMER BOULEVARD (STATE HIGHWAY 35)
 JU0013'FROM THE CITY HALL AT SEASIDE HEIGHTS, BETWEEN 5TH AND 6TH
 JU0013'AVENUES IN ORTLEY BEACH, 132.9 FEET NORTH OF THE NORTH CURB OF
 JU0013'6TH AVENUE, 83.5 FEET SOUTH OF THE SOUTH CURB OF 5TH AVENUE,
 JU0013'4 FEET SOUTH OF POWER LINE POLE C 389, 1.8 FEET EAST OF THE EAST
 JU0013'CRUB OF KRAMER BOULEVARD, 1.5 FEET WEST OF THE WEST EDGE OF
 JU0013'THE SIDEWALK, ABOUT LEVEL WITH THE SIDEWALK AND SET IN THE TOP
 JU0013'OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- ALSO TO REACH--
 JU0013'ABOUT 0.85 MILE SOUTH ALONG GRAND CENTRAL AVENUE (STATE
 JU0013'HIGHWAY 35) FROM THE CITY HALL AT LAVALLETTE.
 JU0013
 JU0013                          STATION RECOVERY (1979)
 JU0013
 JU0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0013'RECOVERED IN GOOD CONDITION.
 JU0013
 JU0013                          STATION RECOVERY (1984)
 JU0013
 JU0013'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0013'RECOVERED IN GOOD CONDITION.
 JU0013
 JU0013                          STATION RECOVERY (1987)
 JU0013
 JU0013'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0013'RECOVERED IN GOOD CONDITION.
 JU0013
 JU0013                          STATION RECOVERY (1990)
 JU0013
 JU0013'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 JU0013'RECOVERED IN GOOD CONDITION.
 JU0013
 JU0013                          STATION RECOVERY (1994)
 JU0013
 JU0013'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0135 ***********************************************************************
 JU0135  DESIGNATION -  C 7 RESET
 JU0135  PID         -  JU0135
 JU0135  STATE/COUNTY-  NJ/OCEAN
 JU0135  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0135
 JU0135                         *CURRENT SURVEY CONTROL
 JU0135  ___________________________________________________________________
 JU0135* NAD 83(1986)-  39 40 08.     (N)    074 13 01.     (W)     SCALED    
 JU0135* NAVD 88     -         0.592  (meters)       1.94   (feet)  ADJUSTED  
 JU0135  ___________________________________________________________________
 JU0135  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JU0135  DYNAMIC HT  -           0.591 (meters)       1.94  (feet)  COMP
 JU0135  MODELED GRAV-     980,156.7   (mgal)                       NAVD 88
 JU0135
 JU0135  VERT ORDER  -  FIRST     CLASS I
 JU0135
 JU0135.The horizontal coordinates were scaled from a topographic map and have
 JU0135.an estimated accuracy of +/- 6 seconds.
 JU0135
 JU0135.The orthometric height was determined by differential leveling
 JU0135.and adjusted by the National Geodetic Survey in June 1991..
 JU0135
 JU0135.The geoid height was determined by GEOID03.
 JU0135
 JU0135.The dynamic height is computed by dividing the NAVD 88
 JU0135.geopotential number by the normal gravity value computed on the
 JU0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0135.degrees latitude (g = 980.6199 gals.).
 JU0135
 JU0135.The modeled gravity was interpolated from observed gravity values.
 JU0135
 JU0135;                    North         East    Units  Estimated Accuracy
 JU0135;SPC NJ       -    92,790.      174,290.      MT  (+/- 180 meters Scaled)
 JU0135
 JU0135                          SUPERSEDED SURVEY CONTROL
 JU0135
 JU0135  NGVD 29 (??/??/??)    0.975  (m)            3.20   (f) ADJUSTED    1 1
 JU0135
 JU0135.Superseded values are not recommended for survey control.
 JU0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0135.See file dsdata.txt to determine how the superseded data were derived.
 JU0135
 JU0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ671913(NAD 83)
 JU0135_MARKER: DB = BENCH MARK DISK
 JU0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0135_SP_SET: CONCRETE APRON
 JU0135_STAMPING: C 7 1950 RESET 1951
 JU0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0135
 JU0135  HISTORY     - Date     Condition        Report By
 JU0135  HISTORY     - 1951     MONUMENTED       CGS
 JU0135  HISTORY     - 1964     POOR             CGS
 JU0135  HISTORY     - 1987     GOOD             USPSQD
 JU0135  HISTORY     - 19950131 MARK NOT FOUND   NJGS
 JU0135
 JU0135                          STATION DESCRIPTION
 JU0135
 JU0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0135'3 MI SE FROM MANAHAWKIN.
 JU0135'ABOUT 3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE
 JU0135'INTERSECTION OF U.S. HIGHWAY 9 AT MANAHAWKIN, NEAR TONYS BAIT AND
 JU0135'TACKLE SHOP, SET IN THE TOP AT THE NORTHWEST CORNER OF A CONCRETE
 JU0135'APRON AT THE ENTRANCE OF A CAR GARAGE, 91.0 FEET WEST OF THE
 JU0135'CENTER LINE OF THE HIGHWAY, 3.6 FEET SOUTH-SOUTHEAST OF THE NORTH
 JU0135'CORNER OF THE GARAGE, 47.5 FEET NORTHWEST OF THE NORTH CORNER OF
 JU0135'THE BAIT SHOP AND ABOUT LEVEL WITH THE HIGHWAY.NOTE--THE CONCRETE
 JU0135'AROUND THE MARK IS BROKEN AND CRACKED, THIS MARK WILL NOT HOLD
 JU0135'AN ELEVATION.
 JU0135
 JU0135                          STATION RECOVERY (1987)
 JU0135
 JU0135'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0135'RECOVERED IN GOOD CONDITION.
 JU0135
 JU0135                          STATION RECOVERY (1995)
 JU0135
 JU0135'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0135'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0135'SEARCH BY A TWO MAN PARTY.  THE AREA IN THE VICINITY OF THE STATION
 JU0135'HAS BEEN PAVED OVER.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0809 ***********************************************************************
 KU0809  DESIGNATION -  C 70
 KU0809  PID         -  KU0809
 KU0809  STATE/COUNTY-  NJ/MONMOUTH
 KU0809  USGS QUAD   -  LONG BRANCH (1981)
 KU0809
 KU0809                         *CURRENT SURVEY CONTROL
 KU0809  ___________________________________________________________________
 KU0809* NAD 83(1986)-  40 17 49.     (N)    073 59 17.     (W)     SCALED    
 KU0809* NAVD 88     -         7.034  (meters)      23.08   (feet)  ADJUSTED  
 KU0809  ___________________________________________________________________
 KU0809  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KU0809  DYNAMIC HT  -           7.031 (meters)      23.07  (feet)  COMP
 KU0809  MODELED GRAV-     980,176.1   (mgal)                       NAVD 88
 KU0809
 KU0809  VERT ORDER  -  FIRST     CLASS I
 KU0809
 KU0809.The horizontal coordinates were scaled from a topographic map and have
 KU0809.an estimated accuracy of +/- 6 seconds.
 KU0809
 KU0809.The orthometric height was determined by differential leveling
 KU0809.and adjusted by the National Geodetic Survey in June 1991..
 KU0809
 KU0809.The geoid height was determined by GEOID03.
 KU0809
 KU0809.The dynamic height is computed by dividing the NAVD 88
 KU0809.geopotential number by the normal gravity value computed on the
 KU0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0809.degrees latitude (g = 980.6199 gals.).
 KU0809
 KU0809.The modeled gravity was interpolated from observed gravity values.
 KU0809
 KU0809;                    North         East    Units  Estimated Accuracy
 KU0809;SPC NJ       -   162,610.      193,520.      MT  (+/- 180 meters Scaled)
 KU0809
 KU0809                          SUPERSEDED SURVEY CONTROL
 KU0809
 KU0809  NGVD 29 (04/16/92)    7.362  (m)           24.15   (f) ADJUSTED    1 1
 KU0809
 KU0809.Superseded values are not recommended for survey control.
 KU0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0809.See file dsdata.txt to determine how the superseded data were derived.
 KU0809
 KU0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK860612(NAD 83)
 KU0809_MARKER: DB = BENCH MARK DISK
 KU0809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0809_SP_SET: SIGNAL BASE
 KU0809_STAMPING: C 70 1964
 KU0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0809
 KU0809  HISTORY     - Date     Condition        Report By
 KU0809  HISTORY     - 1964     MONUMENTED       CGS
 KU0809  HISTORY     - 1979     GOOD             NGS
 KU0809  HISTORY     - 19920521 MARK NOT FOUND   USPSQD
 KU0809
 KU0809                          STATION DESCRIPTION
 KU0809
 KU0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KU0809'AT LONG BRANCH.
 KU0809'AT THE PENNSYLVANIA RAILROAD STATION, 7 1/2 RAILS NORTH OF
 KU0809'RAILROAD STATION, 70 PACES WEST OF THE INTERSECTION OF 3RD
 KU0809'STREET AND MORRIS AVENUE, 89.0 FEET SOUTH OF THE CENTER LINE
 KU0809'OF MORRIS AVENUE, 6.7 FEET EAST OF THE EAST RAIL, ABOUT 1 1/2 FEET
 KU0809'ABOVE THE RAIL AND IS SET IN THE TOP OF THE NORTHWEST CORNER
 KU0809'OF SIGNAL BASE NUMBER L222.
 KU0809
 KU0809                          STATION RECOVERY (1979)
 KU0809
 KU0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KU0809'RECOVERED IN GOOD CONDITION.
 KU0809
 KU0809                          STATION RECOVERY (1992)
 KU0809
 KU0809'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0022 ***********************************************************************
 KV0022  DESIGNATION -  C 71
 KV0022  PID         -  KV0022
 KV0022  STATE/COUNTY-  NJ/MIDDLESEX
 KV0022  USGS QUAD   -  PERTH AMBOY (1981)
 KV0022
 KV0022                         *CURRENT SURVEY CONTROL
 KV0022  ___________________________________________________________________
 KV0022* NAD 83(1986)-  40 32 30.     (N)    074 16 28.     (W)     SCALED    
 KV0022* NAVD 88     -         2.564  (meters)       8.41   (feet)  ADJUSTED  
 KV0022  ___________________________________________________________________
 KV0022  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KV0022  DYNAMIC HT  -           2.563 (meters)       8.41  (feet)  COMP
 KV0022  MODELED GRAV-     980,215.7   (mgal)                       NAVD 88
 KV0022
 KV0022  VERT ORDER  -  FIRST     CLASS I
 KV0022
 KV0022.The horizontal coordinates were scaled from a topographic map and have
 KV0022.an estimated accuracy of +/- 6 seconds.
 KV0022
 KV0022.The orthometric height was determined by differential leveling
 KV0022.and adjusted by the National Geodetic Survey in June 1991..
 KV0022
 KV0022.The geoid height was determined by GEOID03.
 KV0022
 KV0022.The dynamic height is computed by dividing the NAVD 88
 KV0022.geopotential number by the normal gravity value computed on the
 KV0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0022.degrees latitude (g = 980.6199 gals.).
 KV0022
 KV0022.The modeled gravity was interpolated from observed gravity values.
 KV0022
 KV0022;                    North         East    Units  Estimated Accuracy
 KV0022;SPC NJ       -   189,680.      169,110.      MT  (+/- 180 meters Scaled)
 KV0022
 KV0022                          SUPERSEDED SURVEY CONTROL
 KV0022
 KV0022  NGVD 29 (04/16/92)    2.872  (m)            9.42   (f) ADJUSTED    1 1
 KV0022
 KV0022.Superseded values are not recommended for survey control.
 KV0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0022.See file dsdata.txt to determine how the superseded data were derived.
 KV0022
 KV0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK614881(NAD 83)
 KV0022_MARKER: DB = BENCH MARK DISK
 KV0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0022_SP_SET: CULVERT
 KV0022_STAMPING: C 71 1964
 KV0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0022
 KV0022  HISTORY     - Date     Condition        Report By
 KV0022  HISTORY     - 1964     MONUMENTED       CGS
 KV0022  HISTORY     - 1965     GOOD             CGS
 KV0022  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV0022
 KV0022                          STATION DESCRIPTION
 KV0022
 KV0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0022'AT PERTH AMBOY.
 KV0022'AT PERTH AMBOY, ABOUT 0.2 MILE SOUTHEAST ALONG AMBOY AVENUE FROM
 KV0022'THE INTERSECTION OF STATE HIGHWAY 35, AT A 22-FOOT CONCRETE BOX
 KV0022'CUVLERT OVER SPRING CREEK, 42 1/2 FEET NORTHEAST OF THE CENTER
 KV0022'LINE OF AMBOY AVENUE, ABOUT 260 FEET SOUTHEAST OF THE NEW
 KV0022'JERSEY WOOD FINISHING COMPANY, SET IN TOP OF THE EAST CORNER OF
 KV0022'THE CULVERT AND ABOUT 2 FEET LOWER THAN THE AVENUE.
 KV0022
 KV0022                          STATION RECOVERY (1990)
 KV0022
 KV0022'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0265 ***********************************************************************
 KV0265  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0265  DESIGNATION -  C 72
 KV0265  PID         -  KV0265
 KV0265  STATE/COUNTY-  NJ/HUDSON
 KV0265  USGS QUAD   -  JERSEY CITY (1981)
 KV0265
 KV0265                         *CURRENT SURVEY CONTROL
 KV0265  ___________________________________________________________________
 KV0265* NAD 83(1986)-  40 43 53.     (N)    074 06 50.     (W)     SCALED    
 KV0265* NAVD 88     -         3.510  (meters)      11.52   (feet)  ADJUSTED  
 KV0265  ___________________________________________________________________
 KV0265  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV0265  DYNAMIC HT  -           3.509 (meters)      11.51  (feet)  COMP
 KV0265  MODELED GRAV-     980,233.8   (mgal)                       NAVD 88
 KV0265
 KV0265  VERT ORDER  -  FIRST     CLASS I
 KV0265
 KV0265.The horizontal coordinates were scaled from a topographic map and have
 KV0265.an estimated accuracy of +/- 6 seconds.
 KV0265
 KV0265.The orthometric height was determined by differential leveling
 KV0265.and adjusted by the National Geodetic Survey in June 1991..
 KV0265
 KV0265.This Tidal Bench Mark is designated as VM 2484
 KV0265.by the Center for Operational Oceanographic Products and Services.
 KV0265
 KV0265.This Tidal Bench Mark is designated as VM 12916
 KV0265.by the Center for Operational Oceanographic Products and Services.
 KV0265
 KV0265.The geoid height was determined by GEOID03.
 KV0265
 KV0265.The dynamic height is computed by dividing the NAVD 88
 KV0265.geopotential number by the normal gravity value computed on the
 KV0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0265.degrees latitude (g = 980.6199 gals.).
 KV0265
 KV0265.The modeled gravity was interpolated from observed gravity values.
 KV0265
 KV0265;                    North         East    Units  Estimated Accuracy
 KV0265;SPC NJ       -   210,790.      182,610.      MT  (+/- 180 meters Scaled)
 KV0265
 KV0265                          SUPERSEDED SURVEY CONTROL
 KV0265
 KV0265  NGVD 29 (04/16/92)    3.859  (m)           12.66   (f) ADJUSTED    1 1
 KV0265
 KV0265.Superseded values are not recommended for survey control.
 KV0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0265.See file dsdata.txt to determine how the superseded data were derived.
 KV0265
 KV0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL748093(NAD 83)
 KV0265_MARKER: DB = BENCH MARK DISK
 KV0265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0265_SP_SET: ABUTMENT
 KV0265_STAMPING: C 72 1965
 KV0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0265
 KV0265  HISTORY     - Date     Condition        Report By
 KV0265  HISTORY     - 1965     MONUMENTED       CGS
 KV0265  HISTORY     - 1972     GOOD             NGS
 KV0265
 KV0265                          STATION DESCRIPTION
 KV0265
 KV0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0265'AT KEARNY.
 KV0265'AT KEARNY, NEAR THE JUNCTION OF SOUTH KEARNY AVENUE AND JACOBUS
 KV0265'AVENUE, SET VERTICALLY IN THE NORTHEAST FACE OF THE SOUTHEAST
 KV0265'ABUTMENT TO STATE HIGHWAY 25 (ALSO U.S. HIGHWAYS 1 AND 9 TRUCK
 KV0265'ROUTE) BRIDGE OVER THE PASSAIC RIVER, 2 FEET SOUTHEAST OF THE NORTH
 KV0265'CORNER OF THE ABUTMENT, 2.6 FEET ABOVE THE GROUND AND ABOUT 3 1/2
 KV0265'FEET ABOVE THE LEVEL OF THE AVENUE.
 KV0265
 KV0265                          STATION RECOVERY (1972)
 KV0265
 KV0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KV0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0960 ***********************************************************************
 KV0960  DESIGNATION -  C 73
 KV0960  PID         -  KV0960
 KV0960  STATE/COUNTY-  NJ/MIDDLESEX
 KV0960  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0960
 KV0960                         *CURRENT SURVEY CONTROL
 KV0960  ___________________________________________________________________
 KV0960* NAD 83(1986)-  40 28 08.     (N)    074 17 39.     (W)     SCALED    
 KV0960* NAVD 88     -        31.501  (meters)     103.35   (feet)  ADJUSTED  
 KV0960  ___________________________________________________________________
 KV0960  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV0960  DYNAMIC HT  -          31.488 (meters)     103.31  (feet)  COMP
 KV0960  MODELED GRAV-     980,214.8   (mgal)                       NAVD 88
 KV0960
 KV0960  VERT ORDER  -  FIRST     CLASS II
 KV0960
 KV0960.The horizontal coordinates were scaled from a topographic map and have
 KV0960.an estimated accuracy of +/- 6 seconds.
 KV0960
 KV0960.The orthometric height was determined by differential leveling
 KV0960.and adjusted by the National Geodetic Survey in June 1991..
 KV0960
 KV0960.The geoid height was determined by GEOID03.
 KV0960
 KV0960.The dynamic height is computed by dividing the NAVD 88
 KV0960.geopotential number by the normal gravity value computed on the
 KV0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0960.degrees latitude (g = 980.6199 gals.).
 KV0960
 KV0960.The modeled gravity was interpolated from observed gravity values.
 KV0960
 KV0960;                    North         East    Units  Estimated Accuracy
 KV0960;SPC NJ       -   181,600.      167,450.      MT  (+/- 180 meters Scaled)
 KV0960
 KV0960                          SUPERSEDED SURVEY CONTROL
 KV0960
 KV0960  NGVD 29 (01/10/92)   31.832  (m)          104.44   (f) ADJUSTED    1 2
 KV0960
 KV0960.Superseded values are not recommended for survey control.
 KV0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0960.See file dsdata.txt to determine how the superseded data were derived.
 KV0960
 KV0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK598800(NAD 83)
 KV0960_MARKER: DB = BENCH MARK DISK
 KV0960_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0960_SP_SET: PIER
 KV0960_STAMPING: C 73 1974
 KV0960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0960+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2001
 KV0960
 KV0960  HISTORY     - Date     Condition        Report By
 KV0960  HISTORY     - 1974     MONUMENTED       NGS
 KV0960  HISTORY     - 20010317 GOOD             PORANY
 KV0960
 KV0960                          STATION DESCRIPTION
 KV0960
 KV0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV0960'1.1 MI SW FROM SOUTH AMBOY.
 KV0960'1.1 MILES SOUTHWEST ALONG BORDENTOWN AVENUE FROM THE POST OFFICE
 KV0960'AT SOUTH AMBOY, SET VERTICALLY IN THE SOUTHEAST FACE OF THE FIRST
 KV0960'CONCRETE PIER SOUTHEAST OF THE NORTHWEST ABUTMENT OF GARDEN STATE
 KV0960'PARKWAY OVERPASS, 23.2 FEET NORTHWEST OF THE CENTER LINE OF THE
 KV0960'AVENUE, 18.1 FEET SOUTHWEST OF THE NORTHEAST END OF THE PIER,
 KV0960'2.6 FEET ABOVE THE GROUND.
 KV0960
 KV0960                          STATION RECOVERY (2001)
 KV0960
 KV0960'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV0960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1123 ***********************************************************************
 KV1123  DESIGNATION -  C 74
 KV1123  PID         -  KV1123
 KV1123  STATE/COUNTY-  NJ/MIDDLESEX
 KV1123  USGS QUAD   -  HIGHTSTOWN (1981)
 KV1123
 KV1123                         *CURRENT SURVEY CONTROL
 KV1123  ___________________________________________________________________
 KV1123* NAD 83(1986)-  40 17 43.     (N)    074 31 03.     (W)     SCALED    
 KV1123* NAVD 88     -        26.609  (meters)      87.30   (feet)  ADJUSTED  
 KV1123  ___________________________________________________________________
 KV1123  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KV1123  DYNAMIC HT  -          26.597 (meters)      87.26  (feet)  COMP
 KV1123  MODELED GRAV-     980,195.9   (mgal)                       NAVD 88
 KV1123
 KV1123  VERT ORDER  -  FIRST     CLASS II
 KV1123
 KV1123.The horizontal coordinates were scaled from a topographic map and have
 KV1123.an estimated accuracy of +/- 6 seconds.
 KV1123
 KV1123.The orthometric height was determined by differential leveling
 KV1123.and adjusted by the National Geodetic Survey in April 1995..
 KV1123
 KV1123.The geoid height was determined by GEOID03.
 KV1123
 KV1123.The dynamic height is computed by dividing the NAVD 88
 KV1123.geopotential number by the normal gravity value computed on the
 KV1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1123.degrees latitude (g = 980.6199 gals.).
 KV1123
 KV1123.The modeled gravity was interpolated from observed gravity values.
 KV1123
 KV1123;                    North         East    Units  Estimated Accuracy
 KV1123;SPC NJ       -   162,300.      148,510.      MT  (+/- 180 meters Scaled)
 KV1123
 KV1123                          SUPERSEDED SURVEY CONTROL
 KV1123
 KV1123  NAVD 88 (06/15/91)   26.605  (m)           87.29   (f) UNKNOWN     1 2
 KV1123  NGVD 29 (01/10/92)   26.939  (m)           88.38   (f) ADJUSTED    1 2
 KV1123
 KV1123.Superseded values are not recommended for survey control.
 KV1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1123.See file dsdata.txt to determine how the superseded data were derived.
 KV1123
 KV1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK410606(NAD 83)
 KV1123_MARKER: DB = BENCH MARK DISK
 KV1123_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1123_SP_SET: CONCRETE HEADWALL
 KV1123_STAMPING: C 74 1974
 KV1123_MARK LOGO: NGS   
 KV1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1123+STABILITY: SURFACE MOTION
 KV1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1123+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2003
 KV1123
 KV1123  HISTORY     - Date     Condition        Report By
 KV1123  HISTORY     - 1974     MONUMENTED       NGS
 KV1123  HISTORY     - 19910628 GOOD             NJGS
 KV1123  HISTORY     - 20030808 GOOD             GEOCAC
 KV1123
 KV1123                          STATION DESCRIPTION
 KV1123
 KV1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1123'1.7 MI S FROM CRANBURY.
 KV1123'1.7 MILES SOUTH ALONG U.S. HIGHWAY 130 FROM THE JUNCTION OF
 KV1123'STATE HIGHWAY 535 AT CRANBURY, 0.3 MILE NORTHEAST OF A CIRCLE
 KV1123'AT ROADWAY JUNCTIONS, IN THE TOP OF THE NORTHWEST CONCRETE
 KV1123'HEADWALL OF A CONCRETE BOX CULVERT, 35.1 FEET NORTHWEST OF
 KV1123'THE CENTER LINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 122 FEET
 KV1123'SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY NORTHWEST TO PAUL
 KV1123'J. EMICUS AND ASSOCIATES LAND SURVEY, 3.1 FEET SOUTHWEST OF THE
 KV1123'NORTHEAST END OF THE HEADWALL, AND ABOUT 2 FEET LOWER THAN THE
 KV1123'HIGHWAY.
 KV1123
 KV1123                          STATION RECOVERY (1991)
 KV1123
 KV1123'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV1123'THE STATION IS LOCATED IN CRANBURY TOWNSHIP, ON THE NORTHWEST SIDE OF
 KV1123'U.S.HIGHWAY 130 JUST NORTH OF THE TRAFFIC CIRCLE AT THE JUNCTION OF
 KV1123'HIGHWAY 130 AND COUNTY ROAD 539, THE CRANBURY HIGHTSTOWN ROAD WHICH
 KV1123'IS SOUTH OF THE TOWN OF CRANBURY.  TO REACH THE STATION FROM THE
 KV1123'CIRCLE, GO 0.48 KM (0.30 MI) NORTH ON HIGHWAY 130 TO THE CULVERT AND
 KV1123'THE STATION ON THE LEFT.  THE STATION IS 11.3 M (37.1 FT) NORTHWEST
 KV1123'OF THE SOUTHBOUND LANES CENTERLINE, 3.6 M (11.8 FT) WEST OF POLE
 KV1123'NUMBER 61160 CB, 6.6 M (21.7 FT) NORTH FROM THE NORTHWEST CORNER OF
 KV1123'AN INLET, 2.8 M (9.2 FT) NORTHWEST FROM THE NORTHWEST FACE OF THE
 KV1123'GUIDERAIL, 0.8 M (2.6 FT) SOUTHWEST FROM THE NORTHEAST END OF THE
 KV1123'HEADWALL AND ABOUT 0.5 M (1.6 FT) BELOW THE ROAD.
 KV1123
 KV1123                          STATION RECOVERY (2003)
 KV1123
 KV1123'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 KV1123'DRIVEWAY MENTIONED IN 1974 DESCRIPTION NOW LEADS TO WINDSOR ANIMAL
 KV1123'HOSPITAL. STATION IS ACROSS ROUTE 130 FROM STRUCTURE 1227-150/70.52
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1140 ***********************************************************************
 KV1140  DESIGNATION -  C 75
 KV1140  PID         -  KV1140
 KV1140  STATE/COUNTY-  NJ/BURLINGTON
 KV1140  USGS QUAD   -  TRENTON EAST (1981)
 KV1140
 KV1140                         *CURRENT SURVEY CONTROL
 KV1140  ___________________________________________________________________
 KV1140* NAD 83(1986)-  40 09 10.     (N)    074 41 57.     (W)     SCALED    
 KV1140* NAVD 88     -        22.074  (meters)      72.42   (feet)  ADJUSTED  
 KV1140  ___________________________________________________________________
 KV1140  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV1140  DYNAMIC HT  -          22.065 (meters)      72.39  (feet)  COMP
 KV1140  MODELED GRAV-     980,196.6   (mgal)                       NAVD 88
 KV1140
 KV1140  VERT ORDER  -  FIRST     CLASS I
 KV1140
 KV1140.The horizontal coordinates were scaled from a topographic map and have
 KV1140.an estimated accuracy of +/- 6 seconds.
 KV1140
 KV1140.The orthometric height was determined by differential leveling
 KV1140.and adjusted by the National Geodetic Survey in June 1991..
 KV1140
 KV1140.The geoid height was determined by GEOID03.
 KV1140
 KV1140.The dynamic height is computed by dividing the NAVD 88
 KV1140.geopotential number by the normal gravity value computed on the
 KV1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1140.degrees latitude (g = 980.6199 gals.).
 KV1140
 KV1140.The modeled gravity was interpolated from observed gravity values.
 KV1140
 KV1140;                    North         East    Units  Estimated Accuracy
 KV1140;SPC NJ       -   146,500.      133,030.      MT  (+/- 180 meters Scaled)
 KV1140
 KV1140                          SUPERSEDED SURVEY CONTROL
 KV1140
 KV1140  NGVD 29 (01/10/92)   22.400  (m)           73.49   (f) ADJUSTED    1 1
 KV1140
 KV1140.Superseded values are not recommended for survey control.
 KV1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1140.See file dsdata.txt to determine how the superseded data were derived.
 KV1140
 KV1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK256447(NAD 83)
 KV1140_MARKER: DB = BENCH MARK DISK
 KV1140_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1140_SP_SET: BRIDGE ABUTMENT
 KV1140_STAMPING: C 75 1974
 KV1140_MARK LOGO: NGS   
 KV1140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1140+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1988
 KV1140
 KV1140  HISTORY     - Date     Condition        Report By
 KV1140  HISTORY     - 1974     MONUMENTED       NGS
 KV1140  HISTORY     - 19880714 GOOD             NJGS
 KV1140
 KV1140                          STATION DESCRIPTION
 KV1140
 KV1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1140'0.2 MI NE FROM BORDENTOWN.
 KV1140'0.20 MILE NORTHEAST ALONG U.S. HIGHWAY 130 FROM THE INTERSECTION
 KV1140'OF CROSSWICKS STREET AT BORDENTOWN, SET VERTICALLY IN THE SOUTHEAST
 KV1140'FACE OF THE NORTHWEST ABUTMENT OF U.S. HIGHWAY 206 NORTH BOUND LANE
 KV1140'BRIDGE OVER U.S. HIGHWAY 130, 36.2 FEET NORTH-NORTHWEST OF THE
 KV1140'NORTH-NORTHWEST CURB OF THE SOUTHWEST BOUND LANE OF U.S. HIGHWAY
 KV1140'130 AND ABOUT 10 FEET ABOVE U.S. HIGHWAY 130.
 KV1140
 KV1140                          STATION RECOVERY (1988)
 KV1140
 KV1140'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1163 ***********************************************************************
 KV1163  DESIGNATION -  C 76
 KV1163  PID         -  KV1163
 KV1163  STATE/COUNTY-  NJ/BURLINGTON
 KV1163  USGS QUAD   -  BEVERLY (1973)
 KV1163
 KV1163                         *CURRENT SURVEY CONTROL
 KV1163  ___________________________________________________________________
 KV1163* NAD 83(1986)-  40 03 55.     (N)    074 54 34.     (W)     SCALED    
 KV1163* NAVD 88     -         9.274  (meters)      30.43   (feet)  ADJUSTED  
 KV1163  ___________________________________________________________________
 KV1163  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV1163  DYNAMIC HT  -           9.270 (meters)      30.41  (feet)  COMP
 KV1163  MODELED GRAV-     980,191.6   (mgal)                       NAVD 88
 KV1163
 KV1163  VERT ORDER  -  FIRST     CLASS II
 KV1163
 KV1163.The horizontal coordinates were scaled from a topographic map and have
 KV1163.an estimated accuracy of +/- 6 seconds.
 KV1163
 KV1163.The orthometric height was determined by differential leveling
 KV1163.and adjusted by the National Geodetic Survey in June 1991..
 KV1163
 KV1163.The geoid height was determined by GEOID03.
 KV1163
 KV1163.The dynamic height is computed by dividing the NAVD 88
 KV1163.geopotential number by the normal gravity value computed on the
 KV1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1163.degrees latitude (g = 980.6199 gals.).
 KV1163
 KV1163.The modeled gravity was interpolated from observed gravity values.
 KV1163
 KV1163;                    North         East    Units  Estimated Accuracy
 KV1163;SPC NJ       -   136,840.      115,070.      MT  (+/- 180 meters Scaled)
 KV1163
 KV1163                          SUPERSEDED SURVEY CONTROL
 KV1163
 KV1163  NGVD 29 (01/10/92)    9.595  (m)           31.48   (f) ADJUSTED    1 2
 KV1163
 KV1163.Superseded values are not recommended for survey control.
 KV1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1163.See file dsdata.txt to determine how the superseded data were derived.
 KV1163
 KV1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK077350(NAD 83)
 KV1163_MARKER: DV = VERTICAL CONTROL DISK
 KV1163_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV1163_STAMPING: C 76 1974
 KV1163_MARK LOGO: NGS   
 KV1163_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1163+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1990
 KV1163
 KV1163  HISTORY     - Date     Condition        Report By
 KV1163  HISTORY     - 1974     MONUMENTED       NGS
 KV1163  HISTORY     - 19900606 GOOD             NJGS
 KV1163  HISTORY     - 19940812 GOOD             USPSQD
 KV1163
 KV1163                          STATION DESCRIPTION
 KV1163
 KV1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1163'0.6 MI NE FROM BEVERLY.
 KV1163'0.65 MILE NORTHEAST ALONG BURLINGTON AVENUE (COUNTY ROAD 543)
 KV1163'FROM THE POST OFFICE AT BEVERLY, AT THE NORTHWEST EDGE OF A WOODED
 KV1163'AREA ACROSS THE AVENUE FROMTHE SOUTH ENTRANCE TO SHAWNEE HALL,
 KV1163'HOUSE NO. 137, 19.6 FEET SOUTH OF CENTER LINE OF THE AVENUE, 69
 KV1163'FEET EAST OF THE APPROXIMATE CENTER OF DRIVEWAY LEADING TO HOUSE
 KV1163'NO. 136E, 44.3 FEET SOUTHEAST OF A FIRE HYDRANT, 31.9 FEET
 KV1163'SOUTHWEST OF POWER POLE 6977ER, 4.5 FEET EAST OF A PINE TREE,
 KV1163'1.4 FEET NORTH OF A METAL WITNESS POST AND ON THE TOP OF A 4-FOOT
 KV1163'COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE, THE
 KV1163'DISK IS 1 INCH BELOW THE SURFACE OF THE GROUND AND ENCASED IN
 KV1163'A 4-INCH PLASTIC PIPE FLUSH WITH THE GROUND.
 KV1163
 KV1163                          STATION RECOVERY (1990)
 KV1163
 KV1163'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV1163'THE STATION IS LOCATED IN EDGEWATER PARK TOWNSHIP, ON THE SOUTH SIDE
 KV1163'OF WARREN STREET, COUNTY ROAD 543.  TO REACH THE STATION FROM THE POST
 KV1163'OFFICE IN BEVERLY, GO NORTHEAST FOR 0.65 MI (1.05 KM) TO THE STATION
 KV1163'ON THE RIGHT AT THE EDGE OF A WOODED AREA ACROSS THE STREET FROM THE
 KV1163'SOUTH ENTRANCE FOR HOUSE NUMBER 137.  THE STATION IS 32.9 FT (10.0 M)
 KV1163'SOUTH OF THE CENTERLINE OF COUNTY ROAD 543, 69.0 FT (21.0 M) EAST OF
 KV1163'THE APPROXIMATE CENTERLINE OF AN ASPHALT DRIVE LEADING TO HOUSE NUMBER
 KV1163'136E, 44.3 FT (13.5 M) SOUTHEAST OF A FIRE HYDRANT, 31.9 FT (9.7 M)
 KV1163'SOUTHWEST OF POWER POLE NUMBER 677ER, 4.5 FT (1.4 M) EAST OF A PINE
 KV1163'TREE AND 1.4 FT (0.4 M) NORTH OF A METAL WITNESS POST.  THE STATION IS
 KV1163'3 INCHES BELOW THE GROUND AND SET IN A 4 INCH PLASTIC PIPE.
 KV1163
 KV1163                          STATION RECOVERY (1994)
 KV1163
 KV1163'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2946 ***********************************************************************
 KV2946  DESIGNATION -  C 77
 KV2946  PID         -  KV2946
 KV2946  STATE/COUNTY-  NJ/WARREN
 KV2946  USGS QUAD   -  EASTON (1994)
 KV2946
 KV2946                         *CURRENT SURVEY CONTROL
 KV2946  ___________________________________________________________________
 KV2946* NAD 83(1986)-  40 40 02.     (N)    075 07 40.     (W)     SCALED    
 KV2946* NAVD 88     -       102.211  (meters)     335.34   (feet)  ADJUSTED  
 KV2946  ___________________________________________________________________
 KV2946  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KV2946  DYNAMIC HT  -         102.163 (meters)     335.18  (feet)  COMP
 KV2946  MODELED GRAV-     980,155.2   (mgal)                       NAVD 88
 KV2946
 KV2946  VERT ORDER  -  FIRST     CLASS II
 KV2946
 KV2946.The horizontal coordinates were scaled from a topographic map and have
 KV2946.an estimated accuracy of +/- 6 seconds.
 KV2946
 KV2946.The orthometric height was determined by differential leveling
 KV2946.and adjusted by the National Geodetic Survey in June 1991..
 KV2946
 KV2946.The geoid height was determined by GEOID03.
 KV2946
 KV2946.The dynamic height is computed by dividing the NAVD 88
 KV2946.geopotential number by the normal gravity value computed on the
 KV2946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2946.degrees latitude (g = 980.6199 gals.).
 KV2946
 KV2946.The modeled gravity was interpolated from observed gravity values.
 KV2946
 KV2946;                    North         East    Units  Estimated Accuracy
 KV2946;SPC NJ       -   203,790.       96,920.      MT  (+/- 180 meters Scaled)
 KV2946
 KV2946                          SUPERSEDED SURVEY CONTROL
 KV2946
 KV2946  NGVD 29 (01/10/92)  102.433  (m)          336.07   (f) ADJUSTED    1 2
 KV2946
 KV2946.Superseded values are not recommended for survey control.
 KV2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2946.See file dsdata.txt to determine how the superseded data were derived.
 KV2946
 KV2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL892018(NAD 83)
 KV2946_MARKER: DV = VERTICAL CONTROL DISK
 KV2946_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2946_SP_SET: STAINLESS STEEL ROD
 KV2946_STAMPING: C 77 1978
 KV2946_MARK LOGO: NGS   
 KV2946_MAGNETIC: I = MARKER IS A STEEL ROD
 KV2946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2946+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2000
 KV2946
 KV2946  HISTORY     - Date     Condition        Report By
 KV2946  HISTORY     - 1978     MONUMENTED       NGS
 KV2946  HISTORY     - 19950113 GOOD             NJGS
 KV2946  HISTORY     - 20000808 GOOD             NJGS
 KV2946  HISTORY     - 20000816 GOOD             NJGS
 KV2946
 KV2946                          STATION DESCRIPTION
 KV2946
 KV2946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2946'1.7 MI SE FROM PHILLIPSBURG.
 KV2946'1.0 MILE EAST ALONG NEW BURNSWICK AVENUE FROM THE SHIMER SCHOOL
 KV2946'AT PHILLIPSBURG, THENCE 0.3 MILE SOUTHEAST ALONG U. S. HIGHWAY 22 TO
 KV2946'THE JUNCTION OF STATE HIGHWAY 173, THENCE 0.4 MILE SOUTHEAST ALONG
 KV2946'STATE HIGHWAY 173 TO THE FARM OF MR. ARTHUR VOORHEES, 92 FEET
 KV2946'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE OF MR. VOORHEES, 119
 KV2946'FEET NORTH ALONG A FENCE LINE FROM THE CENTER OF THE HIGHWAY, AND 1
 KV2946'FOOT WEST OF A WOOD FENCE.
 KV2946
 KV2946                          STATION RECOVERY (1995)
 KV2946
 KV2946'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV2946'RECOVERED AS DESCRIBED.
 KV2946
 KV2946                          STATION RECOVERY (2000)
 KV2946
 KV2946'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (ECB)
 KV2946'RECOVERED IN GOOD CONDITION.
 KV2946
 KV2946                          STATION RECOVERY (2000)
 KV2946
 KV2946'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (ECB)
 KV2946'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2922 ***********************************************************************
 KV2922  DESIGNATION -  C 78
 KV2922  PID         -  KV2922
 KV2922  STATE/COUNTY-  NJ/SOMERSET
 KV2922  USGS QUAD   -  RARITAN (1981)
 KV2922
 KV2922                         *CURRENT SURVEY CONTROL
 KV2922  ___________________________________________________________________
 KV2922* NAD 83(1986)-  40 35 51.     (N)    074 40 43.     (W)     SCALED    
 KV2922* NAVD 88     -        28.226  (meters)      92.60   (feet)  ADJUSTED  
 KV2922  ___________________________________________________________________
 KV2922  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KV2922  DYNAMIC HT  -          28.213 (meters)      92.56  (feet)  COMP
 KV2922  MODELED GRAV-     980,177.7   (mgal)                       NAVD 88
 KV2922
 KV2922  VERT ORDER  -  FIRST     CLASS II
 KV2922
 KV2922.The horizontal coordinates were scaled from a topographic map and have
 KV2922.an estimated accuracy of +/- 6 seconds.
 KV2922
 KV2922.The orthometric height was determined by differential leveling
 KV2922.and adjusted by the National Geodetic Survey in June 1991..
 KV2922
 KV2922.The geoid height was determined by GEOID03.
 KV2922
 KV2922.The dynamic height is computed by dividing the NAVD 88
 KV2922.geopotential number by the normal gravity value computed on the
 KV2922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2922.degrees latitude (g = 980.6199 gals.).
 KV2922
 KV2922.The modeled gravity was interpolated from observed gravity values.
 KV2922
 KV2922;                    North         East    Units  Estimated Accuracy
 KV2922;SPC NJ       -   195,870.      134,880.      MT  (+/- 180 meters Scaled)
 KV2922
 KV2922                          SUPERSEDED SURVEY CONTROL
 KV2922
 KV2922  NGVD 29 (01/10/92)   28.483  (m)           93.45   (f) ADJUSTED    1 2
 KV2922
 KV2922.Superseded values are not recommended for survey control.
 KV2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2922.See file dsdata.txt to determine how the superseded data were derived.
 KV2922
 KV2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK271941(NAD 83)
 KV2922_MARKER: DB = BENCH MARK DISK
 KV2922_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2922_SP_SET: ABUTMENT
 KV2922_STAMPING: C 78 1978
 KV2922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2922
 KV2922  HISTORY     - Date     Condition        Report By
 KV2922  HISTORY     - 1978     MONUMENTED       NGS
 KV2922  HISTORY     - 20031122 GOOD             USPSQD
 KV2922
 KV2922                          STATION DESCRIPTION
 KV2922
 KV2922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2922'3.9 MI SE FROM WHITEHOUSE.
 KV2922'0.3 MILE SOUTHEAST ALONG OLD HIGHWAY 28 FROM THE POST OFFICE AT
 KV2922'WHITEHOUSE, HUNTERDON COUNTY, THENCE 3.6 MILES SOUTHEAST ALONG STATE
 KV2922'HIGHWAY 22, SET IN TOP OF THE SOUTH END OF THE WEST ABUTMENT OF
 KV2922'HIGHWAY 22 BRIDGE OVER A ROAD LEADING NORTH TO NORTH BRANCH AND SOUTH
 KV2922'TO NORTH BRANCH STATION, AND 27.0 FEET SOUTHWEST OF THE CENTER OF THE
 KV2922'2 EAST BOUND LANES OF HIGHWAY 22.
 KV2922
 KV2922                          STATION RECOVERY (2003)
 KV2922
 KV2922'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV2922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2319 ***********************************************************************
 JU2319  DESIGNATION -  C 79
 JU2319  PID         -  JU2319
 JU2319  STATE/COUNTY-  NJ/CAPE MAY
 JU2319  USGS QUAD   -  HEISLERVILLE (1977)
 JU2319
 JU2319                         *CURRENT SURVEY CONTROL
 JU2319  ___________________________________________________________________
 JU2319* NAD 83(1986)-  39 12 11.     (N)    074 53 05.     (W)     SCALED    
 JU2319* NAVD 88     -         3.209  (meters)      10.53   (feet)  ADJUSTED  
 JU2319  ___________________________________________________________________
 JU2319  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 JU2319  DYNAMIC HT  -           3.208 (meters)      10.52  (feet)  COMP
 JU2319  MODELED GRAV-     980,087.8   (mgal)                       NAVD 88
 JU2319
 JU2319  VERT ORDER  -  FIRST     CLASS II
 JU2319
 JU2319.The horizontal coordinates were scaled from a topographic map and have
 JU2319.an estimated accuracy of +/- 6 seconds.
 JU2319
 JU2319.The orthometric height was determined by differential leveling
 JU2319.and adjusted by the National Geodetic Survey in June 1991..
 JU2319
 JU2319.The geoid height was determined by GEOID03.
 JU2319
 JU2319.The dynamic height is computed by dividing the NAVD 88
 JU2319.geopotential number by the normal gravity value computed on the
 JU2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2319.degrees latitude (g = 980.6199 gals.).
 JU2319
 JU2319.The modeled gravity was interpolated from observed gravity values.
 JU2319
 JU2319;                    North         East    Units  Estimated Accuracy
 JU2319;SPC NJ       -    41,110.      116,770.      MT  (+/- 180 meters Scaled)
 JU2319
 JU2319                          SUPERSEDED SURVEY CONTROL
 JU2319
 JU2319  NGVD 29 (01/10/92)    3.584  (m)           11.76   (f) ADJUSTED    1 2
 JU2319
 JU2319.Superseded values are not recommended for survey control.
 JU2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2319.See file dsdata.txt to determine how the superseded data were derived.
 JU2319
 JU2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ099393(NAD 83)
 JU2319_MARKER: DB = BENCH MARK DISK
 JU2319_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2319_SP_SET: STAINLESS STEEL ROD
 JU2319_STAMPING: C 79 1979
 JU2319_PROJECTION: RECESSED 5 CENTIMETERS
 JU2319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2319_ROD/PIPE-DEPTH: 6.10 meters
 JU2319
 JU2319  HISTORY     - Date     Condition        Report By
 JU2319  HISTORY     - 1979     MONUMENTED       NGS
 JU2319  HISTORY     - 19991002 GOOD             USPSQD
 JU2319
 JU2319                          STATION DESCRIPTION
 JU2319
 JU2319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2319'1.45 MI SE FROM ELDORA.
 JU2319'1.45 MILES SOUTHEAST ALONG STATE ROUTE 47 FROM THE MOST SOUTHEASTERLY
 JU2319'OF TWO Y-JUNCTIONS OF COUNTY ROAD 550 SPUR IN ELDORA, AT THE JUNCTION
 JU2319'OF SUTTONS ROAD, AT A FENCE CORNER, 99.5 FEET SOUTH-SOUTHWEST OF THE
 JU2319'SOUTHWEST CORNER OF A 1 STORY GRAY HOUSE AT THIS TIME BELONGING TO
 JU2319'E. FOWLER, 38 FEET EAST OF THE EXTENDED CENTER OF THE ROAD, 33 FEET
 JU2319'NORTH OF THE CENTER LINE OF THE HIGHWAY, 26.5 FEET EAST NORTHEAST OF
 JU2319'POWER POLE NUMBER L 97 WITH TWO GUY WIRES, 24 FEET WEST OF THE CENTER
 JU2319'OF A DRIVE LEADING TO THE HOUSE, AND 1.5 FEET SOUTH OF A FENCE
 JU2319'CORNER POST.
 JU2319'THE MARK IS 1 FT  E FROM A WITNESS POST.
 JU2319'THE MARK IS 2 FT ABOVE HIGHWAY.
 JU2319
 JU2319                          STATION RECOVERY (1999)
 JU2319
 JU2319'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU2319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2419 ***********************************************************************
 JU2419  DESIGNATION -  C 80
 JU2419  PID         -  JU2419
 JU2419  STATE/COUNTY-  NJ/ATLANTIC
 JU2419  USGS QUAD   -  OCEAN CITY (1994)
 JU2419
 JU2419                         *CURRENT SURVEY CONTROL
 JU2419  ___________________________________________________________________
 JU2419* NAD 83(1986)-  39 18 21.     (N)    074 32 06.     (W)     SCALED    
 JU2419* NAVD 88     -         1.626  (meters)       5.33   (feet)  ADJUSTED  
 JU2419  ___________________________________________________________________
 JU2419  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 JU2419  DYNAMIC HT  -           1.625 (meters)       5.33  (feet)  COMP
 JU2419  MODELED GRAV-     980,101.9   (mgal)                       NAVD 88
 JU2419
 JU2419  VERT ORDER  -  FIRST     CLASS II
 JU2419
 JU2419.The horizontal coordinates were scaled from a topographic map and have
 JU2419.an estimated accuracy of +/- 6 seconds.
 JU2419
 JU2419.The orthometric height was determined by differential leveling
 JU2419.and adjusted by the National Geodetic Survey in March 2005..
 JU2419.No vertical observational check was made to the station.
 JU2419
 JU2419.The geoid height was determined by GEOID03.
 JU2419
 JU2419.The dynamic height is computed by dividing the NAVD 88
 JU2419.geopotential number by the normal gravity value computed on the
 JU2419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2419.degrees latitude (g = 980.6199 gals.).
 JU2419
 JU2419.The modeled gravity was interpolated from observed gravity values.
 JU2419
 JU2419;                    North         East    Units  Estimated Accuracy
 JU2419;SPC NJ       -    52,450.      146,980.      MT  (+/- 180 meters Scaled)
 JU2419
 JU2419                          SUPERSEDED SURVEY CONTROL
 JU2419
 JU2419  NAVD 88 (06/15/91)    1.614  (m)            5.30   (f) UNKNOWN     1 2
 JU2419  NGVD 29 (01/10/92)    2.007  (m)            6.58   (f) ADJUSTED    1 2
 JU2419
 JU2419.Superseded values are not recommended for survey control.
 JU2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2419.See file dsdata.txt to determine how the superseded data were derived.
 JU2419
 JU2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ400508(NAD 83)
 JU2419_MARKER: DV = VERTICAL CONTROL DISK
 JU2419_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2419_SP_SET: STAINLESS STEEL ROD
 JU2419_STAMPING: C 80 1979
 JU2419_MARK LOGO: NGS   
 JU2419_PROJECTION: RECESSED 5 CENTIMETERS
 JU2419_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2419+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 JU2419_ROD/PIPE-DEPTH: 13.7 meters
 JU2419
 JU2419  HISTORY     - Date     Condition        Report By
 JU2419  HISTORY     - 1979     MONUMENTED       NGS
 JU2419  HISTORY     - 19910607 GOOD             NJGS
 JU2419  HISTORY     - 20000808 GOOD             NJGS
 JU2419
 JU2419                          STATION DESCRIPTION
 JU2419
 JU2419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2419'IN LONGPORT.
 JU2419'THE MARK IS ABOVE LEVEL WITH AVENUE.
 JU2419'IN LONGPORT ON ATLANTIC AVENUE BETWEEN 14TH AND 13TH AVENUES, SET
 JU2419'IN FRONT OF THE NORTHWEST FACE OF A SEWER PUMPING STATION, A SMALL
 JU2419'BRICK BUILDING, NEAR THE WEST CORNER, 25.5 FEET EAST OF POWER POLE
 JU2419'BT178, A 10309, 24.7 FEET SOUTHEAST OF THE SOUTHEAST CURB OF ATLANTIC
 JU2419'AVENUE, 14 FEET NORTHEAST OF THE NORTHEAST CURB OF 13TH AVENUE,
 JU2419'11.6 FEET EAST OF THE EAST CORNER OF A 3 BY 3 FOOT GREEN METAL SHED
 JU2419'AROUND A U.S.G.S. OBSERVATION WELL, 1.6 FEET NORTH OF THE WEST
 JU2419'CORNER OF THE BUILDING, 1.6 FEET SOUTHWEST OF THE SOUTHWEST FACE
 JU2419'OF THE CONCRETE STEP FOR ENTRANCE TO THE BUILDING.
 JU2419
 JU2419                          STATION RECOVERY (1991)
 JU2419
 JU2419'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 JU2419'THE STATION IS LOCATED IN THE BOROUGH OF LONGPORT.  TO REACH THE
 JU2419'STATION FROM THE BOROUGH HALL PROCEED 0.9 KM (0.6 MI) SOUTHWEST ON
 JU2419'ATLANTIC AVENUE TO THE STATION ON THE LEFT, SET NEAR THE NORTHWEST
 JU2419'CORNER OF A ONE STORY BRICK PUMPING STATION WHICH IS BETWEEN 14TH
 JU2419'STREET AND AN ALLEY. THE STATION IS 0.45 M (1.48 FT) NORTHEAST OF THE
 JU2419'NORTHWEST CORNER OF THE FOUNDATION OF THE PUMP HOUSE, 7.75 M
 JU2419'(25.43 FT) SOUTHEAST OF POLE NUMBER BT178, 15.1 M (49.5 FT) SOUTHEAST
 JU2419'OF THE CENTERLINE OF ATLANTIC AVENUE, 6.2 M (20.3 FT) NORTHEAST OF
 JU2419'THE CENTERLINE OF THE ALLEY, 0.48 M (1.57 FT) SOUTHWEST OF THE
 JU2419'SOUTHWEST FACE OF THE FRONT CONCRETE STEPS LEADING TO THE PUMP HOUSE.
 JU2419'THE DISK IS SET ON THE TOP OF A ROD IN A CAPPED WHITE PVC PIPE FLUSH
 JU2419'WITH THE GROUND.
 JU2419
 JU2419                          STATION RECOVERY (2000)
 JU2419
 JU2419'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (JVS)
 JU2419'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2345 ***********************************************************************
 JU2345  DESIGNATION -  C 81
 JU2345  PID         -  JU2345
 JU2345  STATE/COUNTY-  NJ/CAPE MAY
 JU2345  USGS QUAD   -  STONE HARBOR (1972)
 JU2345
 JU2345                         *CURRENT SURVEY CONTROL
 JU2345  ___________________________________________________________________
 JU2345* NAD 83(1986)-  39 03 46.     (N)    074 50 06.     (W)     SCALED    
 JU2345* NAVD 88     -         4.851  (meters)      15.92   (feet)  ADJUSTED  
 JU2345  ___________________________________________________________________
 JU2345  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 JU2345  DYNAMIC HT  -           4.848 (meters)      15.91  (feet)  COMP
 JU2345  MODELED GRAV-     980,063.1   (mgal)                       NAVD 88
 JU2345
 JU2345  VERT ORDER  -  FIRST     CLASS II
 JU2345
 JU2345.The horizontal coordinates were scaled from a topographic map and have
 JU2345.an estimated accuracy of +/- 6 seconds.
 JU2345
 JU2345.The orthometric height was determined by differential leveling
 JU2345.and adjusted by the National Geodetic Survey in June 1991..
 JU2345
 JU2345.The geoid height was determined by GEOID03.
 JU2345
 JU2345.The dynamic height is computed by dividing the NAVD 88
 JU2345.geopotential number by the normal gravity value computed on the
 JU2345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2345.degrees latitude (g = 980.6199 gals.).
 JU2345
 JU2345.The modeled gravity was interpolated from observed gravity values.
 JU2345
 JU2345;                    North         East    Units  Estimated Accuracy
 JU2345;SPC NJ       -    25,520.      121,010.      MT  (+/- 180 meters Scaled)
 JU2345
 JU2345                          SUPERSEDED SURVEY CONTROL
 JU2345
 JU2345  NGVD 29 (01/10/92)    5.255  (m)           17.24   (f) ADJUSTED    1 2
 JU2345
 JU2345.Superseded values are not recommended for survey control.
 JU2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2345.See file dsdata.txt to determine how the superseded data were derived.
 JU2345
 JU2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ142237(NAD 83)
 JU2345_MARKER: DB = BENCH MARK DISK
 JU2345_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2345_SP_SET: STAINLESS STEEL ROD
 JU2345_STAMPING: C 81 1979
 JU2345_MARK LOGO: NGS   
 JU2345_PROJECTION: RECESSED 5 CENTIMETERS
 JU2345_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2345+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997
 JU2345_ROD/PIPE-DEPTH: 6.10 meters
 JU2345
 JU2345  HISTORY     - Date     Condition        Report By
 JU2345  HISTORY     - 1979     MONUMENTED       NGS
 JU2345  HISTORY     - 19970813 GOOD             NJGS
 JU2345
 JU2345                          STATION DESCRIPTION
 JU2345
 JU2345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2345'1.45 MI SW FROM CAPE MAY COURT HOUSE.
 JU2345'1.45 MILES SOUTHWEST ALONG U S HIGHWAY 9 FROM THE COURT HOUSE IN
 JU2345'CAPE MAY COURT HOUSE TO THE MARK ON THE RIGHT, 97.5 FEET WEST
 JU2345'SOUTHWEST OF POWER POLE NUMBER W10576, 66.5 FEET NORTHEAST OF THE
 JU2345'CENTER LINE OF JOHNSTOWN LANE, 64 FEET SOUTHEAST OF THE CENTER OF THE
 JU2345'MAIN ENTRANCE OF THE SHOWROOM FOR IRV WATSON CABINETS, 51.5 FEET
 JU2345'NORTHEAST OF POWER POLE NUMBER W7964, 46 FEET NORTHWEST OF THE
 JU2345'CENTER LINE OF HIGHWAY, 37 FEET NORTH NORTHWEST OF POWER POLE
 JU2345'NUMBER 10577, AND 1 FOOT SOUTHEAST OF A BRICK BASE FOR A SIGN
 JU2345'READING (IRV WATSON CABINETS).
 JU2345'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2345
 JU2345                          STATION RECOVERY (1997)
 JU2345
 JU2345'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU2345'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS
 JU2345'LOCATED ON THE SOUTHWEST SIDE OF U.S.  HIGHWAY 9 IN FRONT OF THE SHORE
 JU2345'POINTS POOLS AND SPAS STORE, NUMBER 1037, A ONE STORY BRICK FACED
 JU2345'CONCRETE BLOCK STRUCTURE.  THE STATION IS 10.6 M (34.8 FT) NORTH FROM
 JU2345'POLE NUMBER W 10577, 14.1 M (46.3 FT) NORTHWEST FROM THE CENTERLINE OF
 JU2345'U.S HIGHWAY 9, 29.5 M (96.8 FT) SOUTHWEST FROM POLE NUMBER W 10576,
 JU2345'20.2 M (66.3 FT) EAST SOUTHEAST FROM THE SOUTH CORNER OF THE POOL
 JU2345'STORE, 20.1 M (65.9 FT) SOUTHEAST FROM THE EAST CORNER OF THE POOL
 JU2345'STORE, 15.8 M (51.8 FT) NORTHEAST FROM POLE NUMBER W 7964 AND 20.6 M
 JU2345'(67.6 FT) NORTHEAST FROM THE CENTERLINE OF JOHNSTOWN LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2233 ***********************************************************************
 JU2233  DESIGNATION -  C 82
 JU2233  PID         -  JU2233
 JU2233  STATE/COUNTY-  NJ/SALEM
 JU2233  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2233
 JU2233                         *CURRENT SURVEY CONTROL
 JU2233  ___________________________________________________________________
 JU2233* NAD 83(1986)-  39 38 51.     (N)    075 31 32.     (W)     SCALED    
 JU2233* NAVD 88     -         2.771  (meters)       9.09   (feet)  ADJUSTED  
 JU2233  ___________________________________________________________________
 JU2233  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JU2233  DYNAMIC HT  -           2.770 (meters)       9.09  (feet)  COMP
 JU2233  MODELED GRAV-     980,149.6   (mgal)                       NAVD 88
 JU2233
 JU2233  VERT ORDER  -  FIRST     CLASS II
 JU2233
 JU2233.The horizontal coordinates were scaled from a topographic map and have
 JU2233.an estimated accuracy of +/- 6 seconds.
 JU2233
 JU2233.The orthometric height was determined by differential leveling
 JU2233.and adjusted by the National Geodetic Survey in June 1991..
 JU2233
 JU2233.The geoid height was determined by GEOID03.
 JU2233
 JU2233.The dynamic height is computed by dividing the NAVD 88
 JU2233.geopotential number by the normal gravity value computed on the
 JU2233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2233.degrees latitude (g = 980.6199 gals.).
 JU2233
 JU2233.The modeled gravity was interpolated from observed gravity values.
 JU2233
 JU2233;                    North         East    Units  Estimated Accuracy
 JU2233;SPC NJ       -    90,880.       61,980.      MT  (+/- 180 meters Scaled)
 JU2233
 JU2233                          SUPERSEDED SURVEY CONTROL
 JU2233
 JU2233  NGVD 29 (01/10/92)    3.032  (m)            9.95   (f) ADJUSTED    1 2
 JU2233
 JU2233.Superseded values are not recommended for survey control.
 JU2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2233.See file dsdata.txt to determine how the superseded data were derived.
 JU2233
 JU2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ549887(NAD 83)
 JU2233_MARKER: DB = BENCH MARK DISK
 JU2233_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU2233+WITH SETTING: PAVEMENT
 JU2233_SP_SET: CONCRETE FOUNDATION
 JU2233_STAMPING: C 82 1979
 JU2233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2233+STABILITY: SURFACE MOTION
 JU2233
 JU2233  HISTORY     - Date     Condition        Report By
 JU2233  HISTORY     - 1979     MONUMENTED       NGS
 JU2233  HISTORY     - 19961228 GOOD             USPSQD
 JU2233
 JU2233                          STATION DESCRIPTION
 JU2233
 JU2233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2233'IN PENNSVILLE.
 JU2233'IN PENNSVILLE, 0.45 MILE SOUTHEAST OF THE POST OFFICE, AT THE JUNCTION
 JU2233'OF FIRST STREET AND ROUTE 49, INSIDE THE ENGINE HOUSE OF THE
 JU2233'PENNSVILLLE FIRE COMPANY NUMBER 1, 52.5 FEET NORTHWEST OF THE CENTER
 JU2233'LINE OF FIRST STREET, 4.8 FEET WEST OF THE EAST INSIDE CORNER OF THE
 JU2233'ENGINE HOUSE AT THE ENTRANCE DOOR OF THE FIRE CHIEF OFFICE. 0.9 FOOT
 JU2233'NORTHWEST OF THE METAL DOOR STOP AT THE SOUTHEAST EXIT DOOR.
 JU2233'THE MARK IS 1 FT ABOVE FIRST STREET.
 JU2233
 JU2233                          STATION RECOVERY (1996)
 JU2233
 JU2233'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4281 ***********************************************************************
 JU4281  DESIGNATION -  C 9 RESET
 JU4281  PID         -  JU4281
 JU4281  STATE/COUNTY-  NJ/CUMBERLAND
 JU4281  USGS QUAD   -  MILLVILLE (1997)
 JU4281
 JU4281                         *CURRENT SURVEY CONTROL
 JU4281  ___________________________________________________________________
 JU4281* NAD 83(1986)-  39 23 39.     (N)    075 02 19.     (W)     SCALED    
 JU4281* NAVD 88     -         8.73   (meters)      28.6    (feet)  RESET     
 JU4281  ___________________________________________________________________
 JU4281  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JU4281
 JU4281  VERT ORDER  -  THIRD
 JU4281
 JU4281.The horizontal coordinates were scaled from a topographic map and have
 JU4281.an estimated accuracy of +/- 6 seconds.
 JU4281
 JU4281.The orthometric height was computed from unverified reset data.
 JU4281.No vertical observational check was made to the station.
 JU4281
 JU4281.The geoid height was determined by GEOID03.
 JU4281
 JU4281;                    North         East    Units  Estimated Accuracy
 JU4281;SPC NJ       -    62,400.      103,610.      MT  (+/- 180 meters Scaled)
 JU4281
 JU4281                          SUPERSEDED SURVEY CONTROL
 JU4281
 JU4281  NGVD 29 (01/16/01)    9.06   (m)           29.7    (f) RESET       3  
 JU4281
 JU4281.Superseded values are not recommended for survey control.
 JU4281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4281.See file dsdata.txt to determine how the superseded data were derived.
 JU4281
 JU4281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ966605(NAD 83)
 JU4281_MARKER: DV = VERTICAL CONTROL DISK
 JU4281_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU4281_SP_SET: RETAINING WALL
 JU4281_STAMPING: C 9 RESET 1984
 JU4281_MARK LOGO: NGS   
 JU4281_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4281+STABILITY: SURFACE MOTION
 JU4281
 JU4281  HISTORY     - Date     Condition        Report By
 JU4281  HISTORY     - 1984     MONUMENTED       NGS
 JU4281  HISTORY     - 19950129 GOOD             USPSQD
 JU4281
 JU4281                          STATION DESCRIPTION
 JU4281
 JU4281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JU4281'FROM THE POST OFFICE IN MILLVILLE, GO SOUTH ON HIGH STREET FOR 0.4 KM
 JU4281'(0.25 MI) TO THE BENCH MARK ON THE RIGHT, 12.8 M (42.0 FT) EAST FROM
 JU4281'THE CENTER OF HIGH STREET, 15.7 M (51.5 FT) EAST-SOUTHEAST FROM THE
 JU4281'MOST NORTHEAST CORNER OF THE CITY HALL BUILDING, 2.8 M (9.2 FT) SOUTH
 JU4281'FROM A FLAGPOLE, 3.0 M (9.8 FT) NORTH FROM THE CENTER OF A SET OF
 JU4281'STEPS LEADING TO THE MAIN LANDING OF CITY HALL AND 3.3 M (10.8 FT)
 JU4281'WEST FROM THE SOUTHEAST CORNER OF THE RETAINING WALL AT THE NORTHEAST
 JU4281'SIDE OF CITY HALL.
 JU4281
 JU4281                          STATION RECOVERY (1995)
 JU4281
 JU4281'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU4281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2817 ***********************************************************************
 KU2817  DESIGNATION -  C CAMERA USCA 1940
 KU2817  PID         -  KU2817
 KU2817  STATE/COUNTY-  NJ/MONMOUTH
 KU2817  USGS QUAD   -  SANDY HOOK (1981)
 KU2817
 KU2817                         *CURRENT SURVEY CONTROL
 KU2817  ___________________________________________________________________
 KU2817* NAD 83(1996)-  40 24 53.01503(N)    073 58 50.36474(W)     ADJUSTED  
 KU2817* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU2817  ___________________________________________________________________
 KU2817  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 KU2817  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KU2817
 KU2817  HORZ ORDER  -  SECOND
 KU2817
 KU2817.The horizontal coordinates were established by classical geodetic methods
 KU2817.and adjusted by the National Geodetic Survey in September 1999..
 KU2817
 KU2817.The orthometric height was scaled from a topographic map.
 KU2817
 KU2817.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2817
 KU2817.The geoid height was determined by GEOID03.
 KU2817
 KU2817;                    North         East     Units Scale Factor Converg.
 KU2817;SPC NJ       -   175,689.955   194,074.939   MT  0.99992390   +0 20 12.1
 KU2817;SPC NJ       -   576,409.46    636,727.53   sFT  0.99992390   +0 20 12.1
 KU2817;UTM  18      - 4,474,288.226   586,482.881   MT  0.99969206   +0 39 39.2
 KU2817
 KU2817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2817!SPC NJ       -   1.00000500  x   0.99992390  =   0.99992890
 KU2817!UTM  18      -   1.00000500  x   0.99969206  =   0.99969705
 KU2817
 KU2817|---------------------------------------------------------------------|
 KU2817| PID    Reference Object                     Distance      Geod. Az  |
 KU2817|                                                           dddmmss.s |
 KU2817| KU2792 TOWER A MARK USCA 1918               81.513 METERS 15003     |
 KU2817| KU2819 HIGHLANDS SCHOOL                    APPROX. 1.9 KM 2264215.9 |
 KU2817| KV4950 MT MITCHELL 4                       APPROX. 2.4 KM 2525830.1 |
 KU2817| KU2815 SPERMACETI COVE LIGHT               APPROX. 1.4 KM 2963330.7 |
 KU2817|---------------------------------------------------------------------|
 KU2817
 KU2817                          SUPERSEDED SURVEY CONTROL
 KU2817
 KU2817  NAD 83(1986)-  40 24 53.01497(N)    073 58 50.36451(W) AD(       ) 2
 KU2817  NAD 27      -  40 24 52.62300(N)    073 58 51.87400(W) AD(       ) 2
 KU2817
 KU2817.Superseded values are not recommended for survey control.
 KU2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2817.See file dsdata.txt to determine how the superseded data were derived.
 KU2817
 KU2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8648374288(NAD 83)
 KU2817_MARKER: DD = SURVEY DISK
 KU2817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2817_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU2817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU2817+STABILITY: SURFACE MOTION
 KU2817
 KU2817  HISTORY     - Date     Condition        Report By
 KU2817  HISTORY     - 1940     MONUMENTED       LOCENG
 KU2817  HISTORY     - 1962     SEE DESCRIPTION  CGS
 KU2817  HISTORY     - 19920802 MARK NOT FOUND   USPSQD
 KU2817
 KU2817                          STATION DESCRIPTION
 KU2817
 KU2817'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (CIA)
 KU2817'STATION MARK IS A U.S.C.A. BRONZE DISK, STAMPED C CAMERA AND SET
 KU2817'IN THE TOP OF A 12- BY 12-IN. CONCRETE POST PROJECTING 6 IN. ABOVE
 KU2817'SURFACE.  IT IS 63.5 FT. E OF THE E CURB OF THE ROAD, 216 FT. W
 KU2817'OF THE W EDGE OF THE ROCK SEAWALL, AND 123.7 FT. N OF THE NW
 KU2817'CORNER OF AN OLD CONCRETE FOUNDATION.  STATION IS APPROXIMATELY
 KU2817'1/2 MI. N OF THE GATE AT THE ENTRANCE TO FORT HANCOCK.  THE
 KU2817'STATION IS STAMPED C CAMERA.
 KU2817'
 KU2817'FROM THIS POINT THE FOLLOWING WERE DETERMINED--TOWER A MARK IS
 KU2817'A U.S.C.A. DISK (SET BY U.S.C.A.).
 KU2817'
 KU2817'CENTER OF THE CENTER INSTRUMENT STAND.
 KU2817'
 KU2817'CENTER OF TOWER A (INTERSECTION OF DIAGONALS AT THE BASE OF THE
 KU2817'TOWER).
 KU2817'
 KU2817'TOWER A IS THE SAME AS C TOWER 1918.
 KU2817'
 KU2817'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KU2817
 KU2817                          STATION RECOVERY (1962)
 KU2817
 KU2817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2817'DESTROYED.  THE MONUMENT WAS FOUND LYING ON THE SURFACE.
 KU2817
 KU2817                          STATION RECOVERY (1992)
 KU2817
 KU2817'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4293 ***********************************************************************
 KV4293  DESIGNATION -  C R R N J STA 4
 KV4293  PID         -  KV4293
 KV4293  STATE/COUNTY-  NJ/HUDSON
 KV4293  USGS QUAD   -  JERSEY CITY (1981)
 KV4293
 KV4293                         *CURRENT SURVEY CONTROL
 KV4293  ___________________________________________________________________
 KV4293* NAD 83(1996)-  40 42 25.99993(N)    074 02 05.61451(W)     ADJUSTED  
 KV4293* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4293  ___________________________________________________________________
 KV4293  LAPLACE CORR-           5.14  (seconds)                    DEFLEC99
 KV4293  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 KV4293
 KV4293  HORZ ORDER  -  SECOND
 KV4293
 KV4293.The horizontal coordinates were established by classical geodetic methods
 KV4293.and adjusted by the National Geodetic Survey in September 1999..
 KV4293
 KV4293.The orthometric height was scaled from a topographic map.
 KV4293
 KV4293.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4293
 KV4293.The geoid height was determined by GEOID03.
 KV4293
 KV4293;                    North         East     Units Scale Factor Converg.
 KV4293;SPC NJ       -   208,141.561   189,300.650   MT  0.99991900   +0 18 12.0
 KV4293;SPC NJ       -   682,877.77    621,063.88   sFT  0.99991900   +0 18 12.0
 KV4293;SPC NY L     -    60,026.984   297,051.332   MT  0.99999799   -0 01 22.2
 KV4293;SPC NY L     -   196,938.53    974,575.91   sFT  0.99999799   -0 01 22.2
 KV4293;UTM  18      - 4,506,704.610   581,525.666   MT  0.99968181   +0 37 46.1
 KV4293
 KV4293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4293!SPC NJ       -   1.00000490  x   0.99991900  =   0.99992390
 KV4293!SPC NY L     -   1.00000490  x   0.99999799  =   1.00000289
 KV4293!UTM  18      -   1.00000490  x   0.99968181  =   0.99968671
 KV4293
 KV4293:                Primary Azimuth Mark                     Grid Az
 KV4293:SPC NJ       -  NY GRAIN ELEV FLAGPOLE                   150 24 32.9
 KV4293:SPC NY L     -  NY GRAIN ELEV FLAGPOLE                   150 44 07.1
 KV4293:UTM  18      -  NY GRAIN ELEV FLAGPOLE                   150 04 58.8
 KV4293
 KV4293|---------------------------------------------------------------------|
 KV4293| PID    Reference Object                     Distance      Geod. Az  |
 KV4293|                                                           dddmmss.s |
 KV4293| KV4403 NY GRAIN ELEV FLAGPOLE              APPROX. 4.9 KM 1504244.9 |
 KV4293| KV4410 STATUE OF LIBERTY                   APPROX. 2.2 KM 2020919.3 |
 KV4293|---------------------------------------------------------------------|
 KV4293
 KV4293                          SUPERSEDED SURVEY CONTROL
 KV4293
 KV4293  NAD 83(1996)-  40 42 25.99991(N)    074 02 05.61454(W) AD(       ) 2
 KV4293  NAD 83(1996)-  40 42 25.99948(N)    074 02 05.61537(W) AD(       ) 2
 KV4293  NAD 83(1992)-  40 42 25.99884(N)    074 02 05.61600(W) AD(       ) 2
 KV4293  NAD 83(1986)-  40 42 26.00003(N)    074 02 05.61561(W) AD(       ) 2
 KV4293  NAD 27      -  40 42 25.63200(N)    074 02 07.10800(W) AD(       ) 2
 KV4293
 KV4293.Superseded values are not recommended for survey control.
 KV4293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4293.See file dsdata.txt to determine how the superseded data were derived.
 KV4293
 KV4293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8152606705(NAD 83)
 KV4293_MARKER: 55 = TOWER
 KV4293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4293+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1995
 KV4293
 KV4293  HISTORY     - Date     Condition        Report By
 KV4293  HISTORY     - 1931     FIRST OBSERVED   USE
 KV4293  HISTORY     - 1934     GOOD             CGS
 KV4293  HISTORY     - 19950928 GOOD             NJGS
 KV4293
 KV4293                          STATION DESCRIPTION
 KV4293
 KV4293'DESCRIBED BY US ENGINEERS 1931 (RWW)
 KV4293'STATION IS THE TOPMOST PINNACLE OF THE CLOCK TOWER AT THE BASE OF
 KV4293'THE FLAGPOLE OF THE CENTRAL RAILROAD OF NEW JERSEY TERMINAL AT
 KV4293'JERSEY CITY.
 KV4293'
 KV4293'TO THIS SHOULD BE ADDED THE FOLLOWING--
 KV4293'
 KV4293'THE TERMINAL BUILDING, THO OLD, IS OF SUBSTANTIAL AND STABLE
 KV4293'CONSTRUCTION.  ITS CLOCK TOWER, PROMINENT FROM THE WATERFRONT,
 KV4293'RISING APPROXIMATELY 50 FEET ABOVE THE 3-STORY BUILDING, IS
 KV4293'SURMOUNTED BY A SMALL DOME-TOPPED CUPOLA FROM WHICH THE FLAGPOLE
 KV4293'RISES CENTRALLY.
 KV4293'
 KV4293'CENTER WAS ACCURATELY PLUMBED DOWN BY THEODOLITE FROM SEVERAL
 KV4293'GROUND SET-UPS, TO ESTABLISH A POINT ON THE OCCUPIABLE OPEN-TOWER
 KV4293'ROOF SOME 20 FEET BELOW.  AS THE DROPPED CENTER STRIKES ATOP THE
 KV4293'UNSTABLE HATCH-COVER AN ECCENTRIC SET-UP WAS NECESSITATED.
 KV4293'ALTHOUGH CENTER COULD NOT BE MARKED ON THE HATCH-COVER, REFERENCE
 KV4293'MEASUREMENTS WERE TAKEN TO THE DROPPED CENTER
 KV4293'(TEMPORARILY MARKED BY STRINGS CROSSING THE OPEN HATCH), AS
 KV4293'FOLLOWS--
 KV4293'
 KV4293'TO NE INSIDE CORNER OF HATCH COAMING 2.325 FEET
 KV4293'
 KV4293'TO SE INSIDE CORNER OF HATCH COAMING 2.605 FEET
 KV4293'
 KV4293'TO SW INSIDE CORNER OF HATCH COAMING 2.730 FEET
 KV4293'
 KV4293'TO NW INSIDE CORNER OF HATCH COAMING 2.450 FEET
 KV4293'
 KV4293'THERE IS SUFFICIENT ROOM AND GOOD FOOTING FOR ECCENTRIC TRIPOD
 KV4293'SET-UPS.  LEAD-BLOCK FOOTINGS ARE RECOMMENDED TO PROHIBIT
 KV4293'LEG-SLIP ON THE COPPER ROOFING.  TRAIN TRAFFIC DOES NOT DISTURB
 KV4293'THIS TOWER APPRECIABLY.  NO OBSERVERS PLATFORM IS NECESSARY.
 KV4293
 KV4293                          STATION RECOVERY (1934)
 KV4293
 KV4293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4293'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 KV4293
 KV4293                          STATION RECOVERY (1995)
 KV4293
 KV4293'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV4293'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4691 ***********************************************************************
 KV4691  DESIGNATION -  CABLE AND WIRE CO CHIMNEY
 KV4691  PID         -  KV4691
 KV4691  STATE/COUNTY-  NJ/HUDSON
 KV4691  USGS QUAD   -  ELIZABETH (1995)
 KV4691
 KV4691                         *CURRENT SURVEY CONTROL
 KV4691  ___________________________________________________________________
 KV4691* NAD 83(1996)-  40 38 44.96018(N)    074 08 30.29398(W)     ADJUSTED  
 KV4691* NAVD 88     -                                                        
 KV4691  ___________________________________________________________________
 KV4691  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 KV4691  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KV4691
 KV4691  HORZ ORDER  -  THIRD
 KV4691
 KV4691.The horizontal coordinates were established by classical geodetic methods
 KV4691.and adjusted by the National Geodetic Survey in September 1999..
 KV4691
 KV4691
 KV4691.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4691
 KV4691.The geoid height was determined by GEOID03.
 KV4691
 KV4691;                    North         East     Units Scale Factor Converg.
 KV4691;SPC NJ       -   201,281.592   180,299.339   MT  0.99991130   +0 14 00.1
 KV4691;SPC NJ       -   660,371.36    591,532.08   sFT  0.99991130   +0 14 00.1
 KV4691;SPC NY L     -    53,217.782   288,010.358   MT  1.00000122   -0 05 33.8
 KV4691;SPC NY L     -   174,598.67    944,913.98   sFT  1.00000122   -0 05 33.8
 KV4691;UTM  18      - 4,499,795.220   572,565.690   MT  0.99966481   +0 33 32.7
 KV4691
 KV4691                          SUPERSEDED SURVEY CONTROL
 KV4691
 KV4691  NAD 83(1996)-  40 38 44.96018(N)    074 08 30.29399(W) AD(       ) 4
 KV4691  NAD 83(1986)-  40 38 44.95918(N)    074 08 30.29362(W) AD(       ) 4
 KV4691  NAD 27      -  40 38 44.59000(N)    074 08 31.78000(W) AD(       ) 3
 KV4691
 KV4691.Superseded values are not recommended for survey control.
 KV4691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4691.See file dsdata.txt to determine how the superseded data were derived.
 KV4691
 KV4691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7256699795(NAD 83)
 KV4691_MARKER: 85 = CHIMNEY
 KV4691
 KV4691  HISTORY     - Date     Condition        Report By
 KV4691  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4691  HISTORY     - 19940901 MARK NOT FOUND   USPSQD
 KV4691
 KV4691                          STATION DESCRIPTION
 KV4691
 KV4691'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3074 ***********************************************************************
 JU3074  DESIGNATION -  CAMDEN
 JU3074  PID         -  JU3074
 JU3074  STATE/COUNTY-  NJ/CAMDEN
 JU3074  USGS QUAD   -  CAMDEN (1995)
 JU3074
 JU3074                         *CURRENT SURVEY CONTROL
 JU3074  ___________________________________________________________________
 JU3074* NAD 83(1996)-  39 56 41.45446(N)    075 07 12.24545(W)     ADJUSTED  
 JU3074* NAVD 88     -        98.5    (meters)     323.     (feet)  VERTCON   
 JU3074  ___________________________________________________________________
 JU3074  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 JU3074  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU3074
 JU3074  HORZ ORDER  -  SECOND
 JU3074
 JU3074.The horizontal coordinates were established by classical geodetic methods
 JU3074.and adjusted by the National Geodetic Survey in September 1999..
 JU3074
 JU3074.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3074
 JU3074.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3074
 JU3074.The geoid height was determined by GEOID03.
 JU3074
 JU3074;                    North         East     Units Scale Factor Converg.
 JU3074;SPC NJ       -   123,575.412    97,012.527   MT  0.99993455   -0 23 53.2
 JU3074;SPC NJ       -   405,430.33    318,281.93   sFT  0.99993455   -0 23 53.2
 JU3074;SPC PA S     -    71,245.906   824,726.975   MT  0.99999822   +1 42 22.6
 JU3074;SPC PA S     -   233,745.94  2,705,791.75   sFT  0.99999822   +1 42 22.6
 JU3074;UTM  18      - 4,421,642.867   489,742.774   MT  0.99960130   -0 04 37.5
 JU3074
 JU3074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3074!SPC NJ       -   0.99998971  x   0.99993455  =   0.99992426
 JU3074!SPC PA S     -   0.99998971  x   0.99999822  =   0.99998793
 JU3074!UTM  18      -   0.99998971  x   0.99960130  =   0.99959102
 JU3074
 JU3074|---------------------------------------------------------------------|
 JU3074| PID    Reference Object                     Distance      Geod. Az  |
 JU3074|                                                           dddmmss.s |
 JU3074| CB1317 CAMDEN RM 1                           7.259 METERS 04707     |
 JU3074| KV5751 AIRWAY BEACON 70                    APPROX.25.2 KM 0493028.0 |
 JU3074| KV5704 AIRWAY BEACON 69                    APPROX.13.8 KM 0555005.2 |
 JU3074| JU3199 PHILADELPHIA PUBLICKER TANK         APPROX. 4.1 KM 1963649.5 |
 JU3074| JU3084 AIRWAY BEACON 67                    APPROX.18.3 KM 2122755.5 |
 JU3074| CB1318 CAMDEN RM 2                           5.150 METERS 22659     |
 JU3074| JU3136 PHILADELPHIA DEL SUGAR STACK        APPROX. 2.6 KM 2270820.2 |
 JU3074| JU3266 AIRWAY BEACON 66 B                  APPROX.32.9 KM 2282613.4 |
 JU3074| JU3142 PHILADELPHIA GER EVAN LUTH CH       APPROX. 2.8 KM 2474950.9 |
 JU3074| JU3132 PHILADELPHIA ST PETER PE CH         APPROX. 2.4 KM 2652814.6 |
 JU3074| JU3193 CAMDEN VAN SCIVER BLD CUPOLA        APPROX. 0.7 KM 2694031.7 |
 JU3074| JU3108 PHILADELPHIA PENN STATUE ANT        APPROX. 3.8 KM 2831519.6 |
 JU3074| CB2843 PHILA LT CLK ON CITY HALL                          2831832.6 |
 JU3074| JU3130 PHILADELPHIA CHRIST S CH CROSS      APPROX. 2.2 KM 2874431.7 |
 JU3074| JU3046 CAMDEN R K CO STACK                 APPROX. 1.4 KM 3515733.1 |
 JU3074|---------------------------------------------------------------------|
 JU3074
 JU3074                          SUPERSEDED SURVEY CONTROL
 JU3074
 JU3074  NAD 83(1991)-  39 56 41.45279(N)    075 07 12.24626(W) AD(       ) 2
 JU3074  NAD 83(1986)-  39 56 41.44945(N)    075 07 12.24913(W) AD(       ) 2
 JU3074  NAD 27      -  39 56 41.04810(N)    075 07 13.61360(W) AD(       ) 2
 JU3074  NGVD 29 (07/19/86)   98.8    (m)          324.     (f) VERT ANG       
 JU3074
 JU3074.Superseded values are not recommended for survey control.
 JU3074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3074.See file dsdata.txt to determine how the superseded data were derived.
 JU3074
 JU3074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8974321643(NAD 83)
 JU3074_MARKER: DS = TRIANGULATION STATION DISK
 JU3074_SETTING: 0 = UNSPECIFIED SETTING
 JU3074
 JU3074  HISTORY     - Date     Condition        Report By
 JU3074  HISTORY     - 1933     MONUMENTED       CGS
 JU3074  HISTORY     - 1935     GOOD             NJGS
 JU3074  HISTORY     - 1962     GOOD             CGS
 JU3074
 JU3074                          STATION DESCRIPTION
 JU3074
 JU3074'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3074'THIS STATION IS LOCATED ON TOP OF THE CAMDEN CITY HALL AT BROAD
 JU3074'AND MARKET STREETS, CAMDEN, NEW JERSEY.  STATION IS MARKED WITH A
 JU3074'STANDARD DISK STAMPED CAMDEN 1933 SET IN A DRILL HOLE FLUSH WITH
 JU3074'THE FLOORING ON TOP OF THE TOWER OF THE CITY HALL.  THIS TOWER
 JU3074'IS SURROUNDED BY A 4 1/2-FOOT STONE COPING AND A 5-FOOT OBSERVING
 JU3074'STAND IS NECESSARY.  STATION IS 13.6 FEET FROM W WALL AND 23.6
 JU3074'FEET FROM E WALL.
 JU3074'
 JU3074'REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOP OF THE STONE
 JU3074'COPING AND AT RIGHT ANGLES TO THE STATION.
 JU3074
 JU3074                          STATION RECOVERY (1935)
 JU3074
 JU3074'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1935
 JU3074'RECOVERED AS DESCRIBED.  MARKS AND STATION IN GOOD
 JU3074'CONDITION.  AZIMUTH MARK - TOWER, TALL, LIGHTED MAKES BEST
 JU3074'AZIMUTH MARK FOR DAYLIGHT WORK.
 JU3074
 JU3074                          STATION RECOVERY (1962)
 JU3074
 JU3074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 JU3074'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 JU3074'DESCRIBED AND FOUND IN GOOD CONDITION.  THE DISTANCES AND
 JU3074'DIRECTIONS CHECKED WITH THE PREVIOUS DATA.
 JU3074'
 JU3074'THE DESCRIPTION OF THE TO REACH THE STATION IS ADEQUATE.
 JU3074'
 JU3074'THE STATION IS ON TOP OF THE COURTHOUSE WHICH IS THE TALLEST
 JU3074'BUILDING IN TOWN AND NOT CITY HALL.
 JU3074'
 JU3074'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3190 ***********************************************************************
 JU3190  DESIGNATION -  CAMDEN ARMSTRONG CORK CHIMNEY
 JU3190  PID         -  JU3190
 JU3190  STATE/COUNTY-  NJ/CAMDEN
 JU3190  USGS QUAD   -  PHILADELPHIA (1994)
 JU3190
 JU3190                         *CURRENT SURVEY CONTROL
 JU3190  ___________________________________________________________________
 JU3190* NAD 83(1996)-  39 55 13.84297(N)    075 07 28.75234(W)     ADJUSTED  
 JU3190* NAVD 88     -                                                        
 JU3190  ___________________________________________________________________
 JU3190  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 JU3190  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU3190
 JU3190  HORZ ORDER  -  THIRD
 JU3190
 JU3190.The horizontal coordinates were established by classical geodetic methods
 JU3190.and adjusted by the National Geodetic Survey in September 1999..
 JU3190
 JU3190
 JU3190.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3190
 JU3190.The geoid height was determined by GEOID03.
 JU3190
 JU3190;                    North         East     Units Scale Factor Converg.
 JU3190;SPC NJ       -   120,876.221    96,601.787   MT  0.99993509   -0 24 03.1
 JU3190;SPC NJ       -   396,574.74    316,934.36   sFT  0.99993509   -0 24 03.1
 JU3190;SPC PA S     -    68,533.276   824,415.601   MT  1.00000203   +1 42 11.9
 JU3190;SPC PA S     -   224,846.26  2,704,770.18   sFT  1.00000203   +1 42 11.9
 JU3190;UTM  18      - 4,418,942.318   489,347.292   MT  0.99960140   -0 04 48.0
 JU3190
 JU3190                          SUPERSEDED SURVEY CONTROL
 JU3190
 JU3190  NAD 83(1991)-  39 55 13.83949(N)    075 07 28.75175(W) AD(       ) 4
 JU3190  NAD 83(1986)-  39 55 13.83566(N)    075 07 28.75423(W) AD(       ) 4
 JU3190  NAD 27      -  39 55 13.43300(N)    075 07 30.11500(W) AD(       ) 3
 JU3190
 JU3190.Superseded values are not recommended for survey control.
 JU3190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3190.See file dsdata.txt to determine how the superseded data were derived.
 JU3190
 JU3190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8934718942(NAD 83)
 JU3190_MARKER: 85 = CHIMNEY
 JU3190
 JU3190  HISTORY     - Date     Condition        Report By
 JU3190  HISTORY     - 1925     FIRST OBSERVED   CGS
 JU3190  HISTORY     - 1935     GOOD             CGS
 JU3190  HISTORY     - 1946     GOOD             CGS
 JU3190
 JU3190                          STATION DESCRIPTION
 JU3190
 JU3190'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3190'CHIMNEY IS OWNED BY THE ARMSTRONG CORK COMPANY AND IS LOCATED AT
 JU3190'THE FOOT OF JEFFERSON STREET, CAMDEN.
 JU3190
 JU3190                          STATION RECOVERY (1935)
 JU3190
 JU3190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 JU3190'IN CAMDEN, FOOT OF JEFFERSON STREET ON PROPERTY OF ARMSTRONG CORK
 JU3190'COMPANY.  THE CENTRAL AXIS OF A 200-FOOT CIRCULAR RED BRICK CHIMNEY.
 JU3190
 JU3190                          STATION RECOVERY (1946)
 JU3190
 JU3190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3190'STATION RECOVERED IN GOOD CONDITION, AS DESCRIBED IN THE 1935
 JU3190'RECOVERY NOTE BY E.B.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3052 ***********************************************************************
 JU3052  DESIGNATION -  CAMDEN COURTHOUSE BALL
 JU3052  PID         -  JU3052
 JU3052  STATE/COUNTY-  NJ/CAMDEN
 JU3052  USGS QUAD   -  CAMDEN (1995)
 JU3052
 JU3052                         *CURRENT SURVEY CONTROL
 JU3052  ___________________________________________________________________
 JU3052* NAD 83(1996)-  39 56 40.96716(N)    075 07 09.65372(W)     ADJUSTED  
 JU3052* NAVD 88     -                                                        
 JU3052  ___________________________________________________________________
 JU3052  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 JU3052  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU3052
 JU3052  HORZ ORDER  -  THIRD
 JU3052
 JU3052.The horizontal coordinates were established by classical geodetic methods
 JU3052.and adjusted by the National Geodetic Survey in September 1999..
 JU3052
 JU3052
 JU3052.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3052
 JU3052.The geoid height was determined by GEOID03.
 JU3052
 JU3052;                    North         East     Units Scale Factor Converg.
 JU3052;SPC NJ       -   123,559.957    97,073.944   MT  0.99993447   -0 23 51.6
 JU3052;SPC NJ       -   405,379.63    318,483.43   sFT  0.99993447   -0 23 51.6
 JU3052;SPC PA S     -    71,232.715   824,788.921   MT  0.99999824   +1 42 24.3
 JU3052;SPC PA S     -   233,702.67  2,705,994.98   sFT  0.99999824   +1 42 24.3
 JU3052;UTM  18      - 4,421,627.761   489,804.256   MT  0.99960128   -0 04 35.9
 JU3052
 JU3052                          SUPERSEDED SURVEY CONTROL
 JU3052
 JU3052  NAD 83(1991)-  39 56 40.96700(N)    075 07 09.65585(W) AD(       ) 4
 JU3052  NAD 83(1986)-  39 56 40.96476(N)    075 07 09.65482(W) AD(       ) 4
 JU3052  NAD 27      -  39 56 40.56000(N)    075 07 11.02300(W) AD(       ) 3
 JU3052
 JU3052.Superseded values are not recommended for survey control.
 JU3052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3052.See file dsdata.txt to determine how the superseded data were derived.
 JU3052
 JU3052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8980421628(NAD 83)
 JU3052
 JU3052  HISTORY     - Date     Condition        Report By
 JU3052  HISTORY     - 1925     FIRST OBSERVED   CGS
 JU3052  HISTORY     - 1935     GOOD             CGS
 JU3052  HISTORY     - 1946     GOOD             CGS
 JU3052
 JU3052                          STATION DESCRIPTION
 JU3052
 JU3052'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3052'STATION IS BALL ON TOP OF CAMDEN COURT HOUSE, WHICH IS LOCATED
 JU3052'ON THE CORNER OF MARKET STREET AND BROADWAY.
 JU3052
 JU3052                          STATION RECOVERY (1935)
 JU3052
 JU3052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 JU3052'AT CAMDEN, THE BALL ON TOP OF THE DOME OF THE COURT HOUSE, MARKET
 JU3052'STREET CORNER BROADWAY.
 JU3052
 JU3052                          STATION RECOVERY (1946)
 JU3052
 JU3052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3052'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN ORIGINAL
 JU3052'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3051 ***********************************************************************
 JU3051  DESIGNATION -  CAMDEN COURTHOUSE TOP CENTER
 JU3051  PID         -  JU3051
 JU3051  STATE/COUNTY-  NJ/CAMDEN
 JU3051  USGS QUAD   -  CAMDEN (1995)
 JU3051
 JU3051                         *CURRENT SURVEY CONTROL
 JU3051  ___________________________________________________________________
 JU3051* NAD 83(1996)-  39 56 41.49523(N)    075 07 11.94111(W)     ADJUSTED  
 JU3051* NAVD 88     -                                                        
 JU3051  ___________________________________________________________________
 JU3051  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 JU3051  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU3051
 JU3051  HORZ ORDER  -  THIRD
 JU3051
 JU3051.The horizontal coordinates were established by classical geodetic methods
 JU3051.and adjusted by the National Geodetic Survey in September 1999..
 JU3051
 JU3051
 JU3051.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3051
 JU3051.The geoid height was determined by GEOID03.
 JU3051
 JU3051;                    North         East     Units Scale Factor Converg.
 JU3051;SPC NJ       -   123,576.619    97,019.760   MT  0.99993454   -0 23 53.1
 JU3051;SPC NJ       -   405,434.29    318,305.66   sFT  0.99993454   -0 23 53.1
 JU3051;SPC PA S     -    71,247.378   824,734.159   MT  0.99999822   +1 42 22.8
 JU3051;SPC PA S     -   233,750.77  2,705,815.32   sFT  0.99999822   +1 42 22.8
 JU3051;UTM  18      - 4,421,644.114   489,749.998   MT  0.99960129   -0 04 37.3
 JU3051
 JU3051                          SUPERSEDED SURVEY CONTROL
 JU3051
 JU3051  NAD 83(1991)-  39 56 41.49348(N)    075 07 11.94228(W) AD(       ) 4
 JU3051  NAD 83(1986)-  39 56 41.49011(N)    075 07 11.94519(W) AD(       ) 4
 JU3051  NAD 27      -  39 56 41.08800(N)    075 07 13.31100(W) AD(       ) 3
 JU3051
 JU3051.Superseded values are not recommended for survey control.
 JU3051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3051.See file dsdata.txt to determine how the superseded data were derived.
 JU3051
 JU3051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8975021644(NAD 83)
 JU3051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3051+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2004
 JU3051
 JU3051  HISTORY     - Date     Condition        Report By
 JU3051  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU3051  HISTORY     - 1962     GOOD             CGS
 JU3051  HISTORY     - 20040908 GOOD             GEOCAC
 JU3051
 JU3051                          STATION DESCRIPTION
 JU3051
 JU3051'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JU3051'SEE STATION CAMDEN COURTHOUSE BALL
 JU3051
 JU3051                          STATION RECOVERY (1962)
 JU3051
 JU3051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 JU3051'STATION BALL IS NO LONGER ON TOP OF THE BUILDING AND ALL
 JU3051'OBSERVATIONS WERE MADE ON THE TOP CENTER.
 JU3051
 JU3051                          STATION RECOVERY (2004)
 JU3051
 JU3051'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU3051'OBSERVED THE COURTHOUSE BUILDING, AS DESCRIBED.  THE STATION WAS NOT
 JU3051'OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3049 ***********************************************************************
 JU3049  DESIGNATION -  CAMDEN CROFTS CHIMNEY USE
 JU3049  PID         -  JU3049
 JU3049  STATE/COUNTY-  NJ/CAMDEN
 JU3049  USGS QUAD   -  CAMDEN (1995)
 JU3049
 JU3049                         *CURRENT SURVEY CONTROL
 JU3049  ___________________________________________________________________
 JU3049* NAD 83(1996)-  39 55 11.79084(N)    075 07 15.90397(W)     ADJUSTED  
 JU3049* NAVD 88     -                                                        
 JU3049  ___________________________________________________________________
 JU3049  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 JU3049  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU3049
 JU3049  HORZ ORDER  -  THIRD
 JU3049
 JU3049.The horizontal coordinates were established by classical geodetic methods
 JU3049.and adjusted by the National Geodetic Survey in September 1999..
 JU3049
 JU3049
 JU3049.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3049
 JU3049.The geoid height was determined by GEOID03.
 JU3049
 JU3049;                    North         East     Units Scale Factor Converg.
 JU3049;SPC NJ       -   120,810.805    96,906.442   MT  0.99993469   -0 23 54.9
 JU3049;SPC NJ       -   396,360.12    317,933.89   sFT  0.99993469   -0 23 54.9
 JU3049;SPC PA S     -    68,479.087   824,722.473   MT  1.00000212   +1 42 20.2
 JU3049;SPC PA S     -   224,668.47  2,705,776.98   sFT  1.00000212   +1 42 20.2
 JU3049;UTM  18      - 4,418,878.631   489,652.207   MT  0.99960132   -0 04 39.7
 JU3049
 JU3049                          SUPERSEDED SURVEY CONTROL
 JU3049
 JU3049  NAD 83(1991)-  39 55 11.78743(N)    075 07 15.90275(W) AD(       ) 4
 JU3049  NAD 83(1986)-  39 55 11.78365(N)    075 07 15.90518(W) AD(       ) 4
 JU3049  NAD 27      -  39 55 11.38100(N)    075 07 17.26500(W) AD(       ) 3
 JU3049
 JU3049.Superseded values are not recommended for survey control.
 JU3049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3049.See file dsdata.txt to determine how the superseded data were derived.
 JU3049
 JU3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8965218879(NAD 83)
 JU3049_MARKER: 85 = CHIMNEY
 JU3049
 JU3049  HISTORY     - Date     Condition        Report By
 JU3049  HISTORY     - 1925     FIRST OBSERVED   CGS
 JU3049  HISTORY     - 1935     GOOD             CGS
 JU3049  HISTORY     - 1946     GOOD             CGS
 JU3049
 JU3049                          STATION DESCRIPTION
 JU3049
 JU3049'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3049'LOCATED NEAR THE CORNER OF WINSLOW AND FOURTH STREETS,
 JU3049'CAMDEN.  THIS CHIMNEY IS OWNED BY THE WORSTED MILLS, AND IS A
 JU3049'UNITED STATES ENGINEERS INTERSECTION STATION.
 JU3049
 JU3049                          STATION RECOVERY (1935)
 JU3049
 JU3049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 JU3049'IN CAMDEN, CORNER OF WINSLOW AND FOURTH STREETS, ON PROPERTY
 JU3049'OF CROFT WORSTED MILLS.  THE CENTRAL AXIS OF A CIRCULAR
 JU3049'TAN-COLORED STACK.
 JU3049
 JU3049                          STATION RECOVERY (1946)
 JU3049
 JU3049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3049'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN ORIGINAL
 JU3049'DESCRIPTION AND 1935 RECOVERY NOTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3044 ***********************************************************************
 JU3044  DESIGNATION -  CAMDEN EAVANSON LEVER TK USE
 JU3044  PID         -  JU3044
 JU3044  STATE/COUNTY-  NJ/CAMDEN
 JU3044  USGS QUAD   -  CAMDEN (1995)
 JU3044
 JU3044                         *CURRENT SURVEY CONTROL
 JU3044  ___________________________________________________________________
 JU3044* NAD 83(1996)-  39 55 35.00341(N)    075 07 22.77096(W)     ADJUSTED  
 JU3044* NAVD 88     -                                                        
 JU3044  ___________________________________________________________________
 JU3044  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 JU3044  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU3044
 JU3044  HORZ ORDER  -  THIRD
 JU3044
 JU3044.The horizontal coordinates were established by classical geodetic methods
 JU3044.and adjusted by the National Geodetic Survey in September 1999..
 JU3044
 JU3044
 JU3044.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3044
 JU3044.The geoid height was determined by GEOID03.
 JU3044
 JU3044;                    North         East     Units Scale Factor Converg.
 JU3044;SPC NJ       -   121,527.812    96,748.374   MT  0.99993490   -0 23 59.5
 JU3044;SPC NJ       -   398,712.50    317,415.29   sFT  0.99993490   -0 23 59.5
 JU3044;SPC PA S     -    69,189.854   824,538.173   MT  1.00000109   +1 42 15.8
 JU3044;SPC PA S     -   227,000.38  2,705,172.32   sFT  1.00000109   +1 42 15.8
 JU3044;UTM  18      - 4,419,594.502   489,490.180   MT  0.99960136   -0 04 44.2
 JU3044
 JU3044                          SUPERSEDED SURVEY CONTROL
 JU3044
 JU3044  NAD 83(1991)-  39 55 35.00116(N)    075 07 22.76939(W) AD(       ) 4
 JU3044  NAD 83(1986)-  39 55 34.99742(N)    075 07 22.77184(W) AD(       ) 4
 JU3044  NAD 27      -  39 55 34.59500(N)    075 07 24.13400(W) AD(       ) 3
 JU3044
 JU3044.Superseded values are not recommended for survey control.
 JU3044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3044.See file dsdata.txt to determine how the superseded data were derived.
 JU3044
 JU3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8949019595(NAD 83)
 JU3044_MARKER: 53 = ELEVATED TANK
 JU3044
 JU3044  HISTORY     - Date     Condition        Report By
 JU3044  HISTORY     - 1925     FIRST OBSERVED   CGS
 JU3044  HISTORY     - 1935     GOOD             CGS
 JU3044  HISTORY     - 1946     GOOD             CGS
 JU3044
 JU3044                          STATION DESCRIPTION
 JU3044
 JU3044'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3044'THIS IS A RED PAINTED TANK, OWNED BY EAVANSON AND LEVERING, AND
 JU3044'LOCATED NEAR FERRY AVENUE, BETWEEN ATLANTIC AND JACKSON STREETS,
 JU3044'CAMDEN.  IT IS A UNITED STATES ENGINEERS INTERSECTION STATION.
 JU3044
 JU3044                          STATION RECOVERY (1935)
 JU3044
 JU3044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 JU3044'AT CAMDEN, NEAR FERRY AVENUE, OWNED BY EAVANSON AND
 JU3044'LEVINSTON.  THE FINIAL OF A CIRCULAR ELEVATED TANK.  ORIGINALLY
 JU3044'DESCRIBED AS RED, IT IS NOW PAINTED ALUMINUM COLOR.
 JU3044
 JU3044                          STATION RECOVERY (1946)
 JU3044
 JU3044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3044'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1935
 JU3044'RECOVERY NOTE BY E.B.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3069 ***********************************************************************
 JU3069  DESIGNATION -  CAMDEN HIGH SCH TWR CEN FINIAL
 JU3069  PID         -  JU3069
 JU3069  STATE/COUNTY-  NJ/CAMDEN
 JU3069  USGS QUAD   -  CAMDEN (1995)
 JU3069
 JU3069                         *CURRENT SURVEY CONTROL
 JU3069  ___________________________________________________________________
 JU3069* NAD 83(1996)-  39 56 07.33085(N)    075 05 54.41456(W)     ADJUSTED  
 JU3069* NAVD 88     -                                                        
 JU3069  ___________________________________________________________________
 JU3069  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 JU3069  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JU3069
 JU3069  HORZ ORDER  -  THIRD
 JU3069
 JU3069.The horizontal coordinates were established by classical geodetic methods
 JU3069.and adjusted by the National Geodetic Survey in September 1999..
 JU3069
 JU3069
 JU3069.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3069
 JU3069.The geoid height was determined by GEOID03.
 JU3069
 JU3069;                    North         East     Units Scale Factor Converg.
 JU3069;SPC NJ       -   122,510.431    98,852.978   MT  0.99993219   -0 23 03.0
 JU3069;SPC NJ       -   401,936.31    324,320.15   sFT  0.99993219   -0 23 03.0
 JU3069;SPC PA S     -    70,249.161   826,605.414   MT  0.99999968   +1 43 13.1
 JU3069;SPC PA S     -   230,475.79  2,711,954.60   sFT  0.99999968   +1 43 13.1
 JU3069;UTM  18      - 4,420,588.564   491,588.548   MT  0.99960087   -0 03 47.5
 JU3069
 JU3069                          SUPERSEDED SURVEY CONTROL
 JU3069
 JU3069  NAD 83(1991)-  39 56 07.32955(N)    075 05 54.41606(W) AD(       ) 4
 JU3069  NAD 83(1986)-  39 56 07.32631(N)    075 05 54.41884(W) AD(       ) 4
 JU3069  NAD 27      -  39 56 06.92400(N)    075 05 55.78500(W) AD(       ) 3
 JU3069
 JU3069.Superseded values are not recommended for survey control.
 JU3069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3069.See file dsdata.txt to determine how the superseded data were derived.
 JU3069
 JU3069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9158920589(NAD 83)
 JU3069_MARKER: 82 = FINIAL
 JU3069
 JU3069  HISTORY     - Date     Condition        Report By
 JU3069  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3069  HISTORY     - 1946     GOOD             CGS
 JU3069
 JU3069                          STATION DESCRIPTION
 JU3069
 JU3069'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3069'THIS STATION IS THE CENTER FINIAL OF THE TOWER OF THE CAMDEN
 JU3069'SENIOR HIGH SCHOOL AT THE N CORNER OF PARK BOULEVARD AND
 JU3069'BAIRD BOULEVARD FACING PARK BOULEVARD.  THE SCHOOL IS A RED BRICK
 JU3069'BUILDING WITH WHITE STONE TRIMMINGS.  THE TOWER RISES ABOUT 30
 JU3069'FEET ABOVE THE FRONT CENTER OF THE BUILDING.  IT HAS A STONE
 JU3069'SPIRE AND FINIAL AT EACH CORNER.  THE ROOF OF THE TOWER IS
 JU3069'CONICAL WITH A FINIAL AT THE TIP.  THE BUILDING WAS ERECTED IN
 JU3069'1916.
 JU3069
 JU3069                          STATION RECOVERY (1946)
 JU3069
 JU3069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3069'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN ORIGINAL
 JU3069'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3061 ***********************************************************************
 JU3061  DESIGNATION -  CAMDEN HIGHLAND WORSTED CHIM
 JU3061  PID         -  JU3061
 JU3061  STATE/COUNTY-  NJ/CAMDEN
 JU3061  USGS QUAD   -  CAMDEN (1995)
 JU3061
 JU3061                         *CURRENT SURVEY CONTROL
 JU3061  ___________________________________________________________________
 JU3061* NAD 83(1996)-  39 57 07.91003(N)    075 06 40.61981(W)     ADJUSTED  
 JU3061* NAVD 88     -                                                        
 JU3061  ___________________________________________________________________
 JU3061  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 JU3061  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU3061
 JU3061  HORZ ORDER  -  THIRD
 JU3061
 JU3061.The horizontal coordinates were established by classical geodetic methods
 JU3061.and adjusted by the National Geodetic Survey in September 1999..
 JU3061
 JU3061
 JU3061.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3061
 JU3061.The geoid height was determined by GEOID03.
 JU3061
 JU3061;                    North         East     Units Scale Factor Converg.
 JU3061;SPC NJ       -   124,386.120    97,768.829   MT  0.99993357   -0 23 33.2
 JU3061;SPC NJ       -   408,090.13    320,763.23   sFT  0.99993357   -0 23 33.2
 JU3061;SPC PA S     -    72,083.893   825,453.042   MT  0.99999710   +1 42 43.1
 JU3061;SPC PA S     -   236,495.24  2,708,173.86   sFT  0.99999710   +1 42 43.1
 JU3061;UTM  18      - 4,422,457.529   490,494.271   MT  0.99960111   -0 04 17.3
 JU3061
 JU3061                          SUPERSEDED SURVEY CONTROL
 JU3061
 JU3061  NAD 83(1991)-  39 57 07.90905(N)    075 06 40.62231(W) AD(       ) 4
 JU3061  NAD 83(1986)-  39 57 07.89884(N)    075 06 40.61848(W) AD(       ) 4
 JU3061  NAD 27      -  39 57 07.50400(N)    075 06 41.98800(W) AD(       ) 3
 JU3061
 JU3061.Superseded values are not recommended for survey control.
 JU3061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3061.See file dsdata.txt to determine how the superseded data were derived.
 JU3061
 JU3061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9049422458(NAD 83)
 JU3061_MARKER: 85 = CHIMNEY
 JU3061
 JU3061  HISTORY     - Date     Condition        Report By
 JU3061  HISTORY     - 1925     FIRST OBSERVED   CGS
 JU3061  HISTORY     - 1935     GOOD             CGS
 JU3061  HISTORY     - 1946     GOOD             CGS
 JU3061
 JU3061                          STATION DESCRIPTION
 JU3061
 JU3061'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3061'LOCATED JUST BELOW COOPER CREEK BRIDGE AND BETWEEN STATE AND
 JU3061'YORK STREETS, CAMDEN.  THIS CHIMNEY IS OWNED BY THE HIGHLAND
 JU3061'WORSTED MILLS AND IS A UNITED STATES ENGINEERS INTERSECTION
 JU3061'STATION.
 JU3061
 JU3061                          STATION RECOVERY (1935)
 JU3061
 JU3061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 JU3061'IN CAMDEN, COOPER RIVER BANK BETWEEN STATE AND YORK STREETS,
 JU3061'ORIGINALLY OWNED BY HIGHLAND WORSTED MILLS, NOW THE PROPERTY
 JU3061'OF THE MIDDLEBROOK COMPANY.  THE CENTRAL AXIS OF A SQUARE RED
 JU3061'BRICK CHIMNEY WITH WHITE TRIMMING NEAR THE TOP, ABOUT 175 FEET
 JU3061'HIGH.
 JU3061
 JU3061                          STATION RECOVERY (1946)
 JU3061
 JU3061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3061'STATION RECOVERED IN GOOD CONDITION.  THE 1935 RECOVERY NOTE
 JU3061'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3186 ***********************************************************************
 JU3186  DESIGNATION -  CAMDEN MC ANDREWS FORBES CHIM
 JU3186  PID         -  JU3186
 JU3186  STATE/COUNTY-  NJ/CAMDEN
 JU3186  USGS QUAD   -  PHILADELPHIA (1994)
 JU3186
 JU3186                         *CURRENT SURVEY CONTROL
 JU3186  ___________________________________________________________________
 JU3186* NAD 83(1996)-  39 55 09.38526(N)    075 07 32.40190(W)     ADJUSTED  
 JU3186* NAVD 88     -                                                        
 JU3186  ___________________________________________________________________
 JU3186  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 JU3186  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU3186
 JU3186  HORZ ORDER  -  THIRD
 JU3186
 JU3186.The horizontal coordinates were established by classical geodetic methods
 JU3186.and adjusted by the National Geodetic Survey in September 1999..
 JU3186
 JU3186
 JU3186.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3186
 JU3186.The geoid height was determined by GEOID03.
 JU3186
 JU3186;                    North         East     Units Scale Factor Converg.
 JU3186;SPC NJ       -   120,739.353    96,514.161   MT  0.99993521   -0 24 05.4
 JU3186;SPC NJ       -   396,125.69    316,646.88   sFT  0.99993521   -0 24 05.4
 JU3186;SPC PA S     -    68,393.274   824,333.054   MT  1.00000223   +1 42 09.5
 JU3186;SPC PA S     -   224,386.93  2,704,499.36   sFT  1.00000223   +1 42 09.5
 JU3186;UTM  18      - 4,418,805.007   489,260.463   MT  0.99960142   -0 04 50.3
 JU3186
 JU3186                          SUPERSEDED SURVEY CONTROL
 JU3186
 JU3186  NAD 83(1991)-  39 55 09.38156(N)    075 07 32.40165(W) AD(       ) 4
 JU3186  NAD 83(1986)-  39 55 09.37767(N)    075 07 32.40419(W) AD(       ) 4
 JU3186  NAD 27      -  39 55 08.97100(N)    075 07 33.76800(W) AD(       ) 3
 JU3186
 JU3186.Superseded values are not recommended for survey control.
 JU3186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3186.See file dsdata.txt to determine how the superseded data were derived.
 JU3186
 JU3186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8926018805(NAD 83)
 JU3186_MARKER: 85 = CHIMNEY
 JU3186
 JU3186  HISTORY     - Date     Condition        Report By
 JU3186  HISTORY     - 1925     FIRST OBSERVED   CGS
 JU3186  HISTORY     - 1935     GOOD             CGS
 JU3186  HISTORY     - 1976     GOOD             NGS
 JU3186
 JU3186                          STATION DESCRIPTION
 JU3186
 JU3186'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3186'LOCATED AT THE FOOT OF JEFFERSON AVENUE, CAMDEN, AND OWNED BY THE
 JU3186'MC ANDREWS AND FORBES LICORICE WORKS.  THIS IS A UNITED STATES
 JU3186'ENGINEERS INTERSECTION STATION AND IS CALLED M AND R CHIMNEY BY
 JU3186'THEM.
 JU3186
 JU3186                          STATION RECOVERY (1935)
 JU3186
 JU3186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 JU3186'IN CAMDEN, FOOT OF JEFFERSON AVENUE, ON PROPERTY OF THE MC ANDREWS
 JU3186'LICORICE COMPANY.  THE CENTRAL AXIS OF A 200-FOOT CIRCULAR TAN
 JU3186'STACK.
 JU3186
 JU3186                          STATION RECOVERY (1976)
 JU3186
 JU3186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 JU3186'THIS STATION (STACK) WAS RECOVERED AS DESCRIBED IN 1925 AND IN
 JU3186'1946 BY E.L.J.,
 JU3186'
 JU3186'THE RECOVERY BY E.B.R. IN 1935 IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3047 ***********************************************************************
 JU3047  DESIGNATION -  CAMDEN N BAPTIST CHURCH DOME
 JU3047  PID         -  JU3047
 JU3047  STATE/COUNTY-  NJ/CAMDEN
 JU3047  USGS QUAD   -  CAMDEN (1995)
 JU3047
 JU3047                         *CURRENT SURVEY CONTROL
 JU3047  ___________________________________________________________________
 JU3047* NAD 83(1996)-  39 56 56.67999(N)    075 07 19.35629(W)     ADJUSTED  
 JU3047* NAVD 88     -                                                        
 JU3047  ___________________________________________________________________
 JU3047  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 JU3047  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU3047
 JU3047  HORZ ORDER  -  THIRD
 JU3047
 JU3047.The horizontal coordinates were established by classical geodetic methods
 JU3047.and adjusted by the National Geodetic Survey in September 1999..
 JU3047
 JU3047
 JU3047.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3047
 JU3047.The geoid height was determined by GEOID03.
 JU3047
 JU3047;                    North         East     Units Scale Factor Converg.
 JU3047;SPC NJ       -   124,046.141    96,847.007   MT  0.99993477   -0 23 57.9
 JU3047;SPC NJ       -   406,974.71    317,738.89   sFT  0.99993477   -0 23 57.9
 JU3047;SPC PA S     -    71,710.269   824,544.269   MT  0.99999758   +1 42 18.0
 JU3047;SPC PA S     -   235,269.44  2,705,192.32   sFT  0.99999758   +1 42 18.0
 JU3047;UTM  18      - 4,422,112.504   489,574.675   MT  0.99960134   -0 04 42.1
 JU3047
 JU3047                          SUPERSEDED SURVEY CONTROL
 JU3047
 JU3047  NAD 83(1991)-  39 56 56.67865(N)    075 07 19.35848(W) AD(       ) 4
 JU3047  NAD 83(1986)-  39 56 56.67436(N)    075 07 19.35977(W) AD(       ) 4
 JU3047  NAD 27      -  39 56 56.27400(N)    075 07 20.72500(W) AD(       ) 3
 JU3047
 JU3047.Superseded values are not recommended for survey control.
 JU3047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3047.See file dsdata.txt to determine how the superseded data were derived.
 JU3047
 JU3047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8957522113(NAD 83)
 JU3047_MARKER: 87 = DOME
 JU3047
 JU3047  HISTORY     - Date     Condition        Report By
 JU3047  HISTORY     - 1925     FIRST OBSERVED   CGS
 JU3047  HISTORY     - 1946     GOOD             CGS
 JU3047  HISTORY     - 20040908 MARK NOT FOUND   GEOCAC
 JU3047
 JU3047                          STATION DESCRIPTION
 JU3047
 JU3047'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3047'STATION IS THE DOME ON THE NORTH BAPTIST CHURCH, WHICH IS LOCATED
 JU3047'ON LINDEN STREET, BETWEEN THIRD AND FOURTH STREETS, CAMDEN.
 JU3047
 JU3047                          STATION RECOVERY (1946)
 JU3047
 JU3047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3047'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 JU3047'ORIGINAL DESCRIPTION.
 JU3047
 JU3047                          STATION RECOVERY (2004)
 JU3047
 JU3047'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU3047'THE DESCRIBED LOCATION AND COORDINATE POSITION OF THE BAPTIST CHURCH
 JU3047'IS NOW OCCUPIED BY MODERN BUILDINGS OF RUTGERS UNIVERSITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3025 ***********************************************************************
 JU3025  DESIGNATION -  CAMDEN NJ WATER CO STANDPIPE
 JU3025  PID         -  JU3025
 JU3025  STATE/COUNTY-  NJ/CAMDEN
 JU3025  USGS QUAD   -  CAMDEN (1995)
 JU3025
 JU3025                         *CURRENT SURVEY CONTROL
 JU3025  ___________________________________________________________________
 JU3025* NAD 83(1996)-  39 57 02.49790(N)    075 05 03.93572(W)     ADJUSTED  
 JU3025* NAVD 88     -                                                        
 JU3025  ___________________________________________________________________
 JU3025  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 JU3025  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JU3025
 JU3025  HORZ ORDER  -  THIRD
 JU3025
 JU3025.The horizontal coordinates were established by classical geodetic methods
 JU3025.and adjusted by the National Geodetic Survey in September 1999..
 JU3025
 JU3025
 JU3025.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3025
 JU3025.The geoid height was determined by GEOID03.
 JU3025
 JU3025;                    North         East     Units Scale Factor Converg.
 JU3025;SPC NJ       -   124,203.834   100,062.523   MT  0.99993069   -0 22 31.0
 JU3025;SPC NJ       -   407,492.08    328,288.46   sFT  0.99993069   -0 22 31.0
 JU3025;SPC PA S     -    71,985.957   827,752.033   MT  0.99999733   +1 43 45.9
 JU3025;SPC PA S     -   236,173.93  2,715,716.46   sFT  0.99999733   +1 43 45.9
 JU3025;UTM  18      - 4,422,288.155   492,788.191   MT  0.99960064   -0 03 15.2
 JU3025
 JU3025                          SUPERSEDED SURVEY CONTROL
 JU3025
 JU3025  NAD 83(1991)-  39 57 02.49527(N)    075 05 03.93814(W) AD(       ) 4
 JU3025  NAD 83(1986)-  39 57 02.49195(N)    075 05 03.94141(W) AD(       ) 4
 JU3025  NAD 27      -  39 57 02.09100(N)    075 05 05.31100(W) AD(       ) 3
 JU3025
 JU3025.Superseded values are not recommended for survey control.
 JU3025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3025.See file dsdata.txt to determine how the superseded data were derived.
 JU3025
 JU3025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9278822288(NAD 83)
 JU3025_MARKER: 52 = STANDPIPE TANK
 JU3025
 JU3025  HISTORY     - Date     Condition        Report By
 JU3025  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3025  HISTORY     - 1946     GOOD             CGS
 JU3025
 JU3025                          STATION DESCRIPTION
 JU3025
 JU3025'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3025'THIS STATION IS THE CENTER OF THE STANDPIPE OWNED BY THE NEW
 JU3025'JERSEY WATER COMPANY AT THE N CORNER OF THIRTIETH STREET AND
 JU3025'SAUNDERS STREET, CAMDEN.  IT IS A PLAIN BLACK CYLINDRICAL
 JU3025'STANDPIPE ABOUT 35 FEET IN DIAMETER AND 125 FEET HIGH.
 JU3025
 JU3025                          STATION RECOVERY (1946)
 JU3025
 JU3025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3025'STATION RECOVERED AS DESCRIBED.  THE ORIGINAL DESCRIPTION IS
 JU3025'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3064 ***********************************************************************
 JU3064  DESIGNATION -  CAMDEN PUMPING STA 4 STANDPIPE
 JU3064  PID         -  JU3064
 JU3064  STATE/COUNTY-  NJ/CAMDEN
 JU3064  USGS QUAD   -  CAMDEN (1995)
 JU3064
 JU3064                         *CURRENT SURVEY CONTROL
 JU3064  ___________________________________________________________________
 JU3064* NAD 83(1996)-  39 55 40.85997(N)    075 06 19.90535(W)     ADJUSTED  
 JU3064* NAVD 88     -                                                        
 JU3064  ___________________________________________________________________
 JU3064  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 JU3064  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JU3064
 JU3064  HORZ ORDER  -  THIRD
 JU3064
 JU3064.The horizontal coordinates were established by classical geodetic methods
 JU3064.and adjusted by the National Geodetic Survey in September 1999..
 JU3064
 JU3064
 JU3064.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3064
 JU3064.The geoid height was determined by GEOID03.
 JU3064
 JU3064;                    North         East     Units Scale Factor Converg.
 JU3064;SPC NJ       -   121,698.156    98,242.270   MT  0.99993297   -0 23 19.1
 JU3064;SPC NJ       -   399,271.37    322,316.51   sFT  0.99993297   -0 23 19.1
 JU3064;SPC PA S     -    69,414.952   826,024.906   MT  1.00000084   +1 42 56.6
 JU3064;SPC PA S     -   227,738.89  2,710,050.05   sFT  1.00000084   +1 42 56.6
 JU3064;UTM  18      - 4,419,773.151   490,982.601   MT  0.99960100   -0 04 03.8
 JU3064
 JU3064                          SUPERSEDED SURVEY CONTROL
 JU3064
 JU3064  NAD 83(1991)-  39 55 40.85668(N)    075 06 19.90498(W) AD(       ) 4
 JU3064  NAD 83(1986)-  39 55 40.85312(N)    075 06 19.90753(W) AD(       ) 4
 JU3064  NAD 27      -  39 55 40.44600(N)    075 06 21.27000(W) AD(       ) 3
 JU3064
 JU3064.Superseded values are not recommended for survey control.
 JU3064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3064.See file dsdata.txt to determine how the superseded data were derived.
 JU3064
 JU3064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9098319773(NAD 83)
 JU3064_MARKER: 52 = STANDPIPE TANK
 JU3064
 JU3064  HISTORY     - Date     Condition        Report By
 JU3064  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3064  HISTORY     - 1946     GOOD             CGS
 JU3064
 JU3064                          STATION DESCRIPTION
 JU3064
 JU3064'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3064'THIS STATION IS THE CENTER OF THE STANDPIPE AT THE CAMDEN PUMPING
 JU3064'STATION NO.4 IN A PARK ONE BLOCK SQUARE BETWEEN ROSE STREET AND
 JU3064'LOUIS AVENUE, WHITMAN STREET AND EVERETT AVENUE.  THE STANDPIPE
 JU3064'IS ABOUT 125 FEET E OF ROSE STREET AND 100 FEET N OF EVERETT
 JU3064'AVENUE.  IT IS A GRAY CYLINDRICAL STEEL STANDPIPE ABOUT 110 FEET
 JU3064'HIGH AND 30 FEET IN DIAMETER.  IT HAS A WHITE BAND AND A FENCE
 JU3064'AROUND THE TOP.
 JU3064
 JU3064                          STATION RECOVERY (1946)
 JU3064
 JU3064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3064'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT FOR THE
 JU3064'FOLLOWING DELETION--
 JU3064'
 JU3064'DELETE REFERENCE TO WHITE BAND AS IT HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3046 ***********************************************************************
 JU3046  DESIGNATION -  CAMDEN R K CO STACK
 JU3046  PID         -  JU3046
 JU3046  STATE/COUNTY-  NJ/CAMDEN
 JU3046  USGS QUAD   -  CAMDEN (1995)
 JU3046
 JU3046                         *CURRENT SURVEY CONTROL
 JU3046  ___________________________________________________________________
 JU3046* NAD 83(1996)-  39 57 27.16296(N)    075 07 20.63623(W)     ADJUSTED  
 JU3046* NAVD 88     -                                                        
 JU3046  ___________________________________________________________________
 JU3046  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 JU3046  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU3046
 JU3046  HORZ ORDER  -  THIRD
 JU3046
 JU3046.The horizontal coordinates were established by classical geodetic methods
 JU3046.and adjusted by the National Geodetic Survey in September 1999..
 JU3046
 JU3046
 JU3046.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3046
 JU3046.The geoid height was determined by GEOID03.
 JU3046
 JU3046;                    North         East     Units Scale Factor Converg.
 JU3046;SPC NJ       -   124,986.446    96,823.185   MT  0.99993480   -0 23 59.0
 JU3046;SPC NJ       -   410,059.70    317,660.73   sFT  0.99993480   -0 23 59.0
 JU3046;SPC PA S     -    72,649.123   824,485.930   MT  0.99999630   +1 42 17.2
 JU3046;SPC PA S     -   238,349.66  2,705,000.92   sFT  0.99999630   +1 42 17.2
 JU3046;UTM  18      - 4,423,052.347   489,545.593   MT  0.99960135   -0 04 43.0
 JU3046
 JU3046                          SUPERSEDED SURVEY CONTROL
 JU3046
 JU3046  NAD 83(1991)-  39 57 27.16109(N)    075 07 20.63729(W) AD(       ) 4
 JU3046  NAD 83(1986)-  39 57 27.15601(N)    075 07 20.63949(W) AD(       ) 4
 JU3046  NAD 27      -  39 57 26.75300(N)    075 07 22.00500(W) AD(       ) 3
 JU3046
 JU3046.Superseded values are not recommended for survey control.
 JU3046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3046.See file dsdata.txt to determine how the superseded data were derived.
 JU3046
 JU3046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8954623052(NAD 83)
 JU3046_MARKER: 63 = STACK
 JU3046
 JU3046  HISTORY     - Date     Condition        Report By
 JU3046  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3046  HISTORY     - 1946     GOOD             CGS
 JU3046  HISTORY     - 1976     POOR             NGS
 JU3046
 JU3046                          STATION DESCRIPTION
 JU3046
 JU3046'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3046'THIS STATION IS THE CENTER OF THE RED BRICK STACK AT THE
 JU3046'R. K. COMPANY ON COOPER POINT ON THE E SIDE OF THE DELAWARE
 JU3046'RIVER IN THE NORTHWESTERN PART OF CAMDEN.  THIS POINT IS JUST
 JU3046'ABOVE THE DELAWARE RIVER BRIDGE (HIGHWAY SUSPENSION BRIDGE).  THE
 JU3046'STACK IS ABOUT 110 FEET HIGH.  THE LETTERS R. K. CO. ARE INLAYED
 JU3046'WITH BRICK ON THE E SIDE.  IT IS NEARBY A WATER TANK LETTERED
 JU3046'EVANS LEATHERS.  THE STATION WAS NOT VISITED.
 JU3046
 JU3046                          STATION RECOVERY (1946)
 JU3046
 JU3046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3046'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT FOR
 JU3046'THE FOLLOWING CHANGES AND ADDITIONS--
 JU3046'
 JU3046'CHANGE ABOUT 110 FEET HIGH TO 150 FEET HIGH.
 JU3046'
 JU3046'ADD THE FOLLOWING LETTERS, P.K. CO. ARE INLAYED WITH BRICK
 JU3046'ON THE W SIDE.
 JU3046'
 JU3046'ADD THE FOLLOWING LETTERS, J.L. CO. ARE INLAYED WITH BRICK
 JU3046'ON THE S SIDE.
 JU3046'
 JU3046'ADD THE FOLLOWING LETTERS J.R.E. CO. CIRCLE THE STACK,
 JU3046'BELOW ALL OTHER LETTERS.
 JU3046
 JU3046                          STATION RECOVERY (1976)
 JU3046
 JU3046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 JU3046'THE STATION WAS RECOVERED IN POOR CONDITION.  THE BUILDING AROUND
 JU3046'THE STACK HAS BURNED TO THE GROUND LEAVING ONLY THE STACK
 JU3046'STANDING.  IT IS A PROMINENT OBJECT ON COOPER POINT AS VIEWED
 JU3046'FROM A NORTH SECTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3196 ***********************************************************************
 JU3196  DESIGNATION -  CAMDEN RCA VICTOR BLDG FLAG
 JU3196  PID         -  JU3196
 JU3196  STATE/COUNTY-  NJ/CAMDEN
 JU3196  USGS QUAD   -  PHILADELPHIA (1994)
 JU3196
 JU3196                         *CURRENT SURVEY CONTROL
 JU3196  ___________________________________________________________________
 JU3196* NAD 83(1996)-  39 56 49.32522(N)    075 07 38.28338(W)     ADJUSTED  
 JU3196* NAVD 88     -                                                        
 JU3196  ___________________________________________________________________
 JU3196  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 JU3196  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JU3196
 JU3196  HORZ ORDER  -  THIRD
 JU3196
 JU3196.The horizontal coordinates were established by classical geodetic methods
 JU3196.and adjusted by the National Geodetic Survey in September 1999..
 JU3196
 JU3196
 JU3196.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3196
 JU3196.The geoid height was determined by GEOID03.
 JU3196
 JU3196;                    North         East     Units Scale Factor Converg.
 JU3196;SPC NJ       -   123,822.466    96,396.159   MT  0.99993536   -0 24 10.0
 JU3196;SPC NJ       -   406,240.87    316,259.73   sFT  0.99993536   -0 24 10.0
 JU3196;SPC PA S     -    71,470.174   824,101.911   MT  0.99999789   +1 42 05.7
 JU3196;SPC PA S     -   234,481.73  2,703,741.02   sFT  0.99999789   +1 42 05.7
 JU3196;UTM  18      - 4,421,886.381   489,125.238   MT  0.99960146   -0 04 54.3
 JU3196
 JU3196                          SUPERSEDED SURVEY CONTROL
 JU3196
 JU3196  NAD 83(1991)-  39 56 49.32403(N)    075 07 38.28564(W) AD(       ) 4
 JU3196  NAD 83(1986)-  39 56 49.32065(N)    075 07 38.28859(W) AD(       ) 4
 JU3196  NAD 27      -  39 56 48.91900(N)    075 07 39.65000(W) AD(       ) 3
 JU3196
 JU3196.Superseded values are not recommended for survey control.
 JU3196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3196.See file dsdata.txt to determine how the superseded data were derived.
 JU3196
 JU3196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8912521886(NAD 83)
 JU3196_MARKER: 83 = FLAGSTAFF
 JU3196
 JU3196  HISTORY     - Date     Condition        Report By
 JU3196  HISTORY     - 1925     FIRST OBSERVED   USE
 JU3196  HISTORY     - 1933     GOOD             CGS
 JU3196  HISTORY     - 1935     GOOD             CGS
 JU3196  HISTORY     - 1946     GOOD             CGS
 JU3196  HISTORY     - 1976     GOOD             NGS
 JU3196  HISTORY     - 20040908 MARK NOT FOUND   GEOCAC
 JU3196
 JU3196                          STATION DESCRIPTION
 JU3196
 JU3196'DESCRIBED BY US ENGINEERS 1925 (LDG)
 JU3196'LOCATED ON TOP OF THE TALLEST OF THE VICTOR TALKING MACHINE
 JU3196'BUILDINGS, WHICH IS ON MARKET STREET BETWEEN DELAWARE AVENUE
 JU3196'AND FRONT STREET, CAMDEN.  THIS IS A UNITED STATES ENGINEERS
 JU3196'INTERSECTION STATION.
 JU3196
 JU3196                          STATION RECOVERY (1933)
 JU3196
 JU3196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3196'THIS STATION IS THE CENTER OF THE BASE OF THE FLAGPOLE ON TOP OF
 JU3196'THE MAIN BUILDING OF THE R.C.A. VICTOR COMPANY BETWEEN FRONT
 JU3196'STREET AND DELAWARE AVENUE ON THE N SIDE OF MARKET STREET.  THE
 JU3196'BUILDING IS RED BRICK WITH A SQUARE TOWER OVER THE FRONT
 JU3196'CENTER.  THE TOWER IS RED BRICK WITH WHITE CONCRETE TRIMMINGS.
 JU3196'IT HAS A SMALL CONCRETE BALCONY ON EACH OF FOUR SIDES WITH A
 JU3196'ROUND WINDOW WITH VICTOR TRADE MARK IN COLORS ABOVE EACH
 JU3196'BALCONY.  THE FLAGPOLE IS AT THE CENTER OF THE TOWER.
 JU3196
 JU3196                          STATION RECOVERY (1935)
 JU3196
 JU3196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 JU3196'AT CAMDEN, BETWEEN DELAWARE AVENUE AND FRONT STREET, THE FLAGPOLE
 JU3196'ON TOP OF R.C.A. VICTORS TALLEST BUILDING.
 JU3196
 JU3196                          STATION RECOVERY (1946)
 JU3196
 JU3196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3196'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1933
 JU3196'RECOVERY NOTE.
 JU3196
 JU3196                          STATION RECOVERY (1976)
 JU3196
 JU3196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 JU3196'THE STATION WAS NOT VISITED.  THERE IS A FLAGPOLE AT THE TOP AND
 JU3196'CENTER OF THE RCA BUILDING TOWER IN CAMDEN.  STATION IS ALSO
 JU3196'KNOWN AS VICTOR FLAGPOLE (1925), CAMDEN, RCA VICTOR FLAGPOLE
 JU3196'(1935).
 JU3196
 JU3196                          STATION RECOVERY (2004)
 JU3196
 JU3196'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU3196'THE RCA VICTOR BUILDING REMAINS A PROMINENT LANDMARK OF THE CAMDEN
 JU3196'WATERFRONT, AS DESCRIBED IN 1933.  A FLAGPOLE IS NOT VISIBLE AT THE
 JU3196'TOP AND CENTER OF THE BUILDING TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3050 ***********************************************************************
 JU3050  DESIGNATION -  CAMDEN SHIPBUILDING TANK
 JU3050  PID         -  JU3050
 JU3050  STATE/COUNTY-  NJ/CAMDEN
 JU3050  USGS QUAD   -  CAMDEN (1995)
 JU3050
 JU3050                         *CURRENT SURVEY CONTROL
 JU3050  ___________________________________________________________________
 JU3050* NAD 83(1996)-  39 54 44.77025(N)    075 07 12.67738(W)     ADJUSTED  
 JU3050* NAVD 88     -                                                        
 JU3050  ___________________________________________________________________
 JU3050  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 JU3050  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JU3050
 JU3050  HORZ ORDER  -  THIRD
 JU3050
 JU3050.The horizontal coordinates were established by classical geodetic methods
 JU3050.and adjusted by the National Geodetic Survey in September 1999..
 JU3050
 JU3050
 JU3050.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3050
 JU3050.The geoid height was determined by GEOID03.
 JU3050
 JU3050;                    North         East     Units Scale Factor Converg.
 JU3050;SPC NJ       -   119,976.964    96,977.273   MT  0.99993460   -0 23 52.6
 JU3050;SPC NJ       -   393,624.42    318,166.27   sFT  0.99993460   -0 23 52.6
 JU3050;SPC PA S     -    67,648.352   824,823.879   MT  1.00000333   +1 42 22.3
 JU3050;SPC PA S     -   221,942.97  2,706,109.68   sFT  1.00000333   +1 42 22.3
 JU3050;UTM  18      - 4,418,045.478   489,727.681   MT  0.99960130   -0 04 37.6
 JU3050
 JU3050                          SUPERSEDED SURVEY CONTROL
 JU3050
 JU3050  NAD 83(1991)-  39 54 44.76560(N)    075 07 12.67711(W) AD(       ) 4
 JU3050  NAD 83(1986)-  39 54 44.76182(N)    075 07 12.67960(W) AD(       ) 4
 JU3050  NAD 27      -  39 54 44.36500(N)    075 07 14.03900(W) AD(       ) 3
 JU3050
 JU3050.Superseded values are not recommended for survey control.
 JU3050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3050.See file dsdata.txt to determine how the superseded data were derived.
 JU3050
 JU3050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8972818045(NAD 83)
 JU3050_MARKER: 53 = ELEVATED TANK
 JU3050
 JU3050  HISTORY     - Date     Condition        Report By
 JU3050  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3050  HISTORY     - 1935     GOOD             CGS
 JU3050  HISTORY     - 1946     GOOD             CGS
 JU3050  HISTORY     - 1976     GOOD             NGS
 JU3050
 JU3050                          STATION DESCRIPTION
 JU3050
 JU3050'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3050'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE VERY HIGH
 JU3050'AND TALL WATER TANK AT THE NEW YORK SHIPBUILDING COMPANY SHIPYARDS
 JU3050'BETWEEN THE DELAWARE RIVER AND BROADWAY, JUST N OF NEWTON
 JU3050'CREEK.  THE TANK IS AT THE E CENTRAL PART OF THE YARD AT THE
 JU3050'FOOT OF MORGAN STREET.  THE TANK IS ABOUT 200 FEET HIGH AND IS
 JU3050'VERY PROMINENT FROM ALL DIRECTIONS.
 JU3050
 JU3050                          STATION RECOVERY (1935)
 JU3050
 JU3050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 JU3050'IN CAMDEN, CORNER OF BROAD AND MORGAN STREETS ON PROPERTY OF
 JU3050'NEW YORK SHIPBUILDING CORPORATION.  THE FINIAL OF A 300-FOOT BLACK
 JU3050'CIRCULAR TANK ON STEEL FRAME.
 JU3050
 JU3050                          STATION RECOVERY (1946)
 JU3050
 JU3050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3050'RECOVERED AS DESCRIBED IN 1935 RECOVERY NOTE EXCEPT THAT
 JU3050'A NEW WATER TANK OF IDENTICAL DESIGN WAS INSTALLED IN
 JU3050'1942.  HOWEVER, MR. LEE OF THE N.Y. SHIPBUILDING COMPANY, ASSURED
 JU3050'US THAT THE POSITION OF THE TANK IS IDENTICAL WITH THAT OF THE
 JU3050'FORMER TANK.  IT IS NOW PAINTED GREY AND IS SUPPORTED BY THE
 JU3050'ORIGINAL STEEL FRAME.  IT IS BELIEVED THAT POSITION IS WITHIN
 JU3050'1 INCH OF ORIGINAL FINIAL.  CHANGE FROM THE FINIAL OF A
 JU3050'300-FOOT BLACK CIRCULAR TANK ON STEEL FRAME TO THE FINIAL OF A
 JU3050'300-FOOT GREY CIRCULAR TANK ON STEEL FRAME.
 JU3050
 JU3050                          STATION RECOVERY (1976)
 JU3050
 JU3050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 JU3050'THE TANK IS NOW PAINTED SILVER WITH SOUTH JERSEY PORT IN BLACK
 JU3050'LETTERS ON THE TANK.  THE TANK IS PROMINENT AND THE
 JU3050'ORIGINAL DESCRIPTION IS OTHERWISE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3062 ***********************************************************************
 JU3062  DESIGNATION -  CAMDEN ST JOSEPHS CHURCH CROSS
 JU3062  PID         -  JU3062
 JU3062  STATE/COUNTY-  NJ/CAMDEN
 JU3062  USGS QUAD   -  CAMDEN (1995)
 JU3062
 JU3062                         *CURRENT SURVEY CONTROL
 JU3062  ___________________________________________________________________
 JU3062* NAD 83(1996)-  39 55 49.04829(N)    075 06 36.07094(W)     ADJUSTED  
 JU3062* NAVD 88     -                                                        
 JU3062  ___________________________________________________________________
 JU3062  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 JU3062  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU3062
 JU3062  HORZ ORDER  -  THIRD
 JU3062
 JU3062.The horizontal coordinates were established by classical geodetic methods
 JU3062.and adjusted by the National Geodetic Survey in September 1999..
 JU3062
 JU3062
 JU3062.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3062
 JU3062.The geoid height was determined by GEOID03.
 JU3062
 JU3062;                    North         East     Units Scale Factor Converg.
 JU3062;SPC NJ       -   121,953.295    97,860.171   MT  0.99993346   -0 23 29.6
 JU3062;SPC NJ       -   400,108.44    321,062.91   sFT  0.99993346   -0 23 29.6
 JU3062;SPC PA S     -    69,655.905   825,633.670   MT  1.00000048   +1 42 46.1
 JU3062;SPC PA S     -   228,529.41  2,708,766.47   sFT  1.00000048   +1 42 46.1
 JU3062;UTM  18      - 4,420,026.063   490,599.207   MT  0.99960109   -0 04 14.2
 JU3062
 JU3062                          SUPERSEDED SURVEY CONTROL
 JU3062
 JU3062  NAD 83(1991)-  39 55 49.04548(N)    075 06 36.07055(W) AD(       ) 4
 JU3062  NAD 83(1986)-  39 55 49.04197(N)    075 06 36.07315(W) AD(       ) 4
 JU3062  NAD 27      -  39 55 48.64100(N)    075 06 37.44100(W) AD(       ) 3
 JU3062
 JU3062.Superseded values are not recommended for survey control.
 JU3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3062.See file dsdata.txt to determine how the superseded data were derived.
 JU3062
 JU3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9059920026(NAD 83)
 JU3062_MARKER: 91 = CHURCH CROSS
 JU3062
 JU3062  HISTORY     - Date     Condition        Report By
 JU3062  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3062  HISTORY     - 1946     GOOD             CGS
 JU3062
 JU3062                          STATION DESCRIPTION
 JU3062
 JU3062'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3062'THIS STATION IS THE CROSS ON TOP OF THE SPIRE OF THE SAINT JOSEPHS
 JU3062'CATHOLIC CHURCH AT THE SW CORNER OF 10TH AND MECHANIC STREETS
 JU3062'FACING 10TH STREET.  THE CHURCH IS A GRAY STONE BUILDING WITH A
 JU3062'SQUARE STONE BELFRY RISING ABOUT 25 FEET ABOVE THE FRONT CENTER
 JU3062'OF BUILDING.  AT THE TOP OF THE BELFRY IS A PLATFORM WITH A
 JU3062'GREEN FENCE.  AT EACH CORNER OF THE FENCE ARE TWO ORNAMENTAL
 JU3062'FLOWER POTS.  TWENTY FEET ABOVE THIS PLATFORM IS ANOTHER
 JU3062'PLATFORM SUPPORTED BY A COLLANADE OF EIGHT COLUMNS.  FIFTEEN
 JU3062'FEET ABOVE THE UPPER PLATFORM IS A SMALL DOME SUPPORTED BY
 JU3062'EIGHT ROUND COLUMNS.  ON TOP OF THE DOME IS A BALL AND
 JU3062'CROSS.  THE ENTIRE STRUCTURE ABOVE THE STONE BELFRY IS PAINTED
 JU3062'GREEN.  THE CHURCH WAS ERECTED IN 1913.
 JU3062
 JU3062                          STATION RECOVERY (1946)
 JU3062
 JU3062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3062'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE ORIGINAL
 JU3062'DESCRIPTION, EXCEPT FOR THE FOLLOWING CHANGE--
 JU3062'
 JU3062'INSTEAD OF THE WORDS PAINTED GREEN, THE DESCRIPTION SHOULD
 JU3062'READ GREEN IN COLOR FROM CORROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3054 ***********************************************************************
 JU3054  DESIGNATION -  CAMDEN ST PETER A PAUL CH
 JU3054  PID         -  JU3054
 JU3054  STATE/COUNTY-  NJ/CAMDEN
 JU3054  USGS QUAD   -  CAMDEN (1995)
 JU3054
 JU3054                         *CURRENT SURVEY CONTROL
 JU3054  ___________________________________________________________________
 JU3054* NAD 83(1996)-  39 56 06.88660(N)    075 07 07.11138(W)     ADJUSTED  
 JU3054* NAVD 88     -                                                        
 JU3054  ___________________________________________________________________
 JU3054  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 JU3054  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU3054
 JU3054  HORZ ORDER  -  THIRD
 JU3054
 JU3054.The horizontal coordinates were established by classical geodetic methods
 JU3054.and adjusted by the National Geodetic Survey in September 1999..
 JU3054
 JU3054
 JU3054.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3054
 JU3054.The geoid height was determined by GEOID03.
 JU3054
 JU3054;                    North         East     Units Scale Factor Converg.
 JU3054;SPC NJ       -   122,508.498    97,127.007   MT  0.99993440   -0 23 49.7
 JU3054;SPC NJ       -   401,929.96    318,657.52   sFT  0.99993440   -0 23 49.7
 JU3054;SPC PA S     -    70,183.847   824,880.564   MT  0.99999970   +1 42 25.9
 JU3054;SPC PA S     -   230,261.50  2,706,295.65   sFT  0.99999970   +1 42 25.9
 JU3054;UTM  18      - 4,420,576.966   489,863.189   MT  0.99960126   -0 04 34.2
 JU3054
 JU3054                          SUPERSEDED SURVEY CONTROL
 JU3054
 JU3054  NAD 83(1991)-  39 56 06.88493(N)    075 07 07.11214(W) AD(       ) 4
 JU3054  NAD 83(1986)-  39 56 06.88137(N)    075 07 07.11495(W) AD(       ) 4
 JU3054  NAD 27      -  39 56 06.48000(N)    075 07 08.48000(W) AD(       ) 3
 JU3054
 JU3054.Superseded values are not recommended for survey control.
 JU3054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3054.See file dsdata.txt to determine how the superseded data were derived.
 JU3054
 JU3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8986320577(NAD 83)
 JU3054_MARKER: 90 = CHURCH SPIRE
 JU3054
 JU3054  HISTORY     - Date     Condition        Report By
 JU3054  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3054  HISTORY     - 1946     GOOD             CGS
 JU3054
 JU3054                          STATION DESCRIPTION
 JU3054
 JU3054'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3054'THIS STATION IS THE CROSS ON TOP OF THE SPIRE OF THE SAINT
 JU3054'PETER AND PAUL CATHOLIC CHURCH ABOUT MIDWAY BETWEEN NEWTON
 JU3054'AVENUE AND BROADWAY ON THE N SIDE OF SPRUCE STREET.  THE CHURCH
 JU3054'IS A GRAY STONE BUILDING WITH A SQUARE GRAY STONE TOWER RISING
 JU3054'ABOUT 100 FEET ABOVE THE SW CORNER OF THE BUILDING.  THE TOWER
 JU3054'HAS THREE TALL NARROW PORTALS ON EACH SIDE.  THE ROOF OF THE
 JU3054'TOWER IS PYRAMIDAL BLACK SLATE ABOUT 25 FEET HIGH WITH A GOLD
 JU3054'CROSS AT THE TIP.
 JU3054
 JU3054                          STATION RECOVERY (1946)
 JU3054
 JU3054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3054'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN ORIGINAL
 JU3054'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3193 ***********************************************************************
 JU3193  DESIGNATION -  CAMDEN VAN SCIVER BLD CUPOLA
 JU3193  PID         -  JU3193
 JU3193  STATE/COUNTY-  NJ/CAMDEN
 JU3193  USGS QUAD   -  PHILADELPHIA (1994)
 JU3193
 JU3193                         *CURRENT SURVEY CONTROL
 JU3193  ___________________________________________________________________
 JU3193* NAD 83(1996)-  39 56 41.32561(N)    075 07 41.48754(W)     ADJUSTED  
 JU3193* NAVD 88     -                                                        
 JU3193  ___________________________________________________________________
 JU3193  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 JU3193  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JU3193
 JU3193  HORZ ORDER  -  THIRD
 JU3193
 JU3193.The horizontal coordinates were established by classical geodetic methods
 JU3193.and adjusted by the National Geodetic Survey in September 1999..
 JU3193
 JU3193
 JU3193.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3193
 JU3193.The geoid height was determined by GEOID03.
 JU3193
 JU3193;                    North         East     Units Scale Factor Converg.
 JU3193;SPC NJ       -   123,576.293    96,318.366   MT  0.99993546   -0 24 12.0
 JU3193;SPC NJ       -   405,433.22    316,004.51   sFT  0.99993546   -0 24 12.0
 JU3193;SPC PA S     -    71,221.295   824,033.205   MT  0.99999822   +1 42 03.6
 JU3193;SPC PA S     -   233,665.20  2,703,515.61   sFT  0.99999822   +1 42 03.6
 JU3193;UTM  18      - 4,421,639.860   489,048.851   MT  0.99960148   -0 04 56.3
 JU3193
 JU3193                          SUPERSEDED SURVEY CONTROL
 JU3193
 JU3193  NAD 83(1991)-  39 56 41.32424(N)    075 07 41.48923(W) AD(       ) 4
 JU3193  NAD 83(1986)-  39 56 41.32093(N)    075 07 41.49244(W) AD(       ) 4
 JU3193  NAD 27      -  39 56 40.92100(N)    075 07 42.85600(W) AD(       ) 3
 JU3193
 JU3193.Superseded values are not recommended for survey control.
 JU3193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3193.See file dsdata.txt to determine how the superseded data were derived.
 JU3193
 JU3193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8904921640(NAD 83)
 JU3193_MARKER: 86 = CUPOLA
 JU3193
 JU3193  HISTORY     - Date     Condition        Report By
 JU3193  HISTORY     - 1925     FIRST OBSERVED   CGS
 JU3193  HISTORY     - 1935     GOOD             CGS
 JU3193  HISTORY     - 1962     GOOD             CGS
 JU3193
 JU3193                          STATION DESCRIPTION
 JU3193
 JU3193'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3193'LOCATED NEAR THE CORNER OF DELAWARE AVENUE AND ARCH STREET,
 JU3193'CAMDEN.  THIS IS THE TALLEST ONE OF THE CUPOLAS ON TOP OF THE
 JU3193'VAN SCIVER BUILDINGS.  THIS IS A UNITED STATES ENGINEERS
 JU3193'INTERSECTION STATION, AND IS CALLED VAN SCIVER TOWER.
 JU3193
 JU3193                          STATION RECOVERY (1935)
 JU3193
 JU3193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 JU3193'AT CAMDEN, CORNER OF DELAWARE AVENUE AND ARCH STREET, A POLE ON
 JU3193'TOP OF A CUPOLA, THE TALLEST OF 2, ON TOP OF THE VAN SCIVER
 JU3193'BUILDINGS, THE CUPOLA HAVING A GREEN ROOF TRIMMED IN GOLD.
 JU3193
 JU3193                          STATION RECOVERY (1962)
 JU3193
 JU3193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 JU3193'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4935 ***********************************************************************
 KV4935  DESIGNATION -  CAMERA 2 USCA 1940
 KV4935  PID         -  KV4935
 KV4935  STATE/COUNTY-  NJ/MONMOUTH
 KV4935  USGS QUAD   -  SANDY HOOK (1981)
 KV4935
 KV4935                         *CURRENT SURVEY CONTROL
 KV4935  ___________________________________________________________________
 KV4935* NAD 83(1996)-  40 27 42.60769(N)    074 00 03.10433(W)     ADJUSTED  
 KV4935* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KV4935  ___________________________________________________________________
 KV4935  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 KV4935  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV4935
 KV4935  HORZ ORDER  -  SECOND
 KV4935
 KV4935.The horizontal coordinates were established by classical geodetic methods
 KV4935.and adjusted by the National Geodetic Survey in September 1999..
 KV4935
 KV4935.The orthometric height was scaled from a topographic map.
 KV4935
 KV4935.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4935
 KV4935.The geoid height was determined by GEOID03.
 KV4935
 KV4935;                    North         East     Units Scale Factor Converg.
 KV4935;SPC NJ       -   180,910.719   192,330.605   MT  0.99992205   +0 19 26.1
 KV4935;SPC NJ       -   593,537.92    631,004.66   sFT  0.99992205   +0 19 26.1
 KV4935;UTM  18      - 4,479,497.818   584,709.434   MT  0.99968833   +0 38 54.3
 KV4935
 KV4935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4935!SPC NJ       -   1.00000451  x   0.99992205  =   0.99992656
 KV4935!UTM  18      -   1.00000451  x   0.99968833  =   0.99969284
 KV4935
 KV4935                          SUPERSEDED SURVEY CONTROL
 KV4935
 KV4935  NAD 83(1996)-  40 27 42.60764(N)    074 00 03.10423(W) AD(       ) 2
 KV4935  NAD 83(1986)-  40 27 42.60650(N)    074 00 03.10332(W) AD(       ) 2
 KV4935  NAD 27      -  40 27 42.21800(N)    074 00 04.60400(W) AD(       ) 2
 KV4935
 KV4935.Superseded values are not recommended for survey control.
 KV4935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4935.See file dsdata.txt to determine how the superseded data were derived.
 KV4935
 KV4935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8470979498(NAD 83)
 KV4935_MARKER: DD = SURVEY DISK
 KV4935_SETTING: 0 = UNSPECIFIED SETTING
 KV4935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4935
 KV4935  HISTORY     - Date     Condition        Report By
 KV4935  HISTORY     - 1940     MONUMENTED       LOCENG
 KV4935  HISTORY     - 1962     GOOD             CGS
 KV4935  HISTORY     - 19950830 MARK NOT FOUND   USPSQD
 KV4935
 KV4935                          STATION DESCRIPTION
 KV4935
 KV4935'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (CIA)
 KV4935'STATION IS MARKED BY A U.S.C.A. DISK, SET IN THE TOP OF A
 KV4935'CONCRETE MONUMENT ON THE TOP OF AND AT THE NW CORNER OF OLD
 KV4935'MORTAR BATTERY.
 KV4935
 KV4935                          STATION RECOVERY (1962)
 KV4935
 KV4935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV4935'RECOVERED IN GOOD CONDITION.
 KV4935
 KV4935                          STATION RECOVERY (1995)
 KV4935
 KV4935'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4935'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2812 ***********************************************************************
 KU2812  DESIGNATION -  CAMERA NO 1 USCA 1940
 KU2812  PID         -  KU2812
 KU2812  STATE/COUNTY-  NJ/MONMOUTH
 KU2812  USGS QUAD   -  SANDY HOOK (1981)
 KU2812
 KU2812                         *CURRENT SURVEY CONTROL
 KU2812  ___________________________________________________________________
 KU2812* NAD 83(1996)-  40 25 30.67677(N)    073 58 59.74759(W)     ADJUSTED  
 KU2812* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KU2812  ___________________________________________________________________
 KU2812  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 KU2812  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KU2812
 KU2812  HORZ ORDER  -  SECOND
 KU2812
 KU2812.The horizontal coordinates were established by classical geodetic methods
 KU2812.and adjusted by the National Geodetic Survey in September 1999..
 KU2812
 KU2812.The orthometric height was scaled from a topographic map.
 KU2812
 KU2812.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2812
 KU2812.The geoid height was determined by GEOID03.
 KU2812
 KU2812;                    North         East     Units Scale Factor Converg.
 KU2812;SPC NJ       -   176,850.234   193,846.953   MT  0.99992366   +0 20 06.3
 KU2812;SPC NJ       -   580,216.14    635,979.54   sFT  0.99992366   +0 20 06.3
 KU2812;UTM  18      - 4,475,446.927   586,248.387   MT  0.99969157   +0 39 33.7
 KU2812
 KU2812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2812!SPC NJ       -   1.00000484  x   0.99992366  =   0.99992850
 KU2812!UTM  18      -   1.00000484  x   0.99969157  =   0.99969641
 KU2812
 KU2812                          SUPERSEDED SURVEY CONTROL
 KU2812
 KU2812  NAD 83(1996)-  40 25 30.67660(N)    073 58 59.74730(W) AD(       ) 2
 KU2812  NAD 83(1986)-  40 25 30.67650(N)    073 58 59.74730(W) AD(       ) 2
 KU2812  NAD 27      -  40 25 30.28500(N)    073 59 01.25500(W) AD(       ) 2
 KU2812
 KU2812.Superseded values are not recommended for survey control.
 KU2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2812.See file dsdata.txt to determine how the superseded data were derived.
 KU2812
 KU2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8624875447(NAD 83)
 KU2812_MARKER: DD = SURVEY DISK
 KU2812_SETTING: 0 = UNSPECIFIED SETTING
 KU2812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2812
 KU2812  HISTORY     - Date     Condition        Report By
 KU2812  HISTORY     - 1940     MONUMENTED       LOCENG
 KU2812  HISTORY     - 1962     MARK NOT FOUND   CGS
 KU2812  HISTORY     - 19920802 MARK NOT FOUND   USPSQD
 KU2812
 KU2812                          STATION DESCRIPTION
 KU2812
 KU2812'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (CIA)
 KU2812'STATION IS MARKED BY A U.S.C.A. DISK, SET IN A CONCRETE MONUMENT
 KU2812'AT THE E EDGE OF A SMALL CIRCULAR CLEARING SW OF STATION COAST.
 KU2812
 KU2812                          STATION RECOVERY (1962)
 KU2812
 KU2812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2812'NOT RECOVERED.  THE MARK COULD NOT BE FOUND.
 KU2812
 KU2812                          STATION RECOVERY (1992)
 KU2812
 KU2812'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2692 ***********************************************************************
 JU2692  DESIGNATION -  CAMP WHALEN CUPOLA
 JU2692  PID         -  JU2692
 JU2692  STATE/COUNTY-  NJ/OCEAN
 JU2692  USGS QUAD   -  SHIP BOTTOM (1972)
 JU2692
 JU2692                         *CURRENT SURVEY CONTROL
 JU2692  ___________________________________________________________________
 JU2692* NAD 83(1996)-  39 41 49.26179(N)    074 08 38.80434(W)     ADJUSTED  
 JU2692* NAVD 88     -                                                        
 JU2692  ___________________________________________________________________
 JU2692  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 JU2692  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JU2692
 JU2692  HORZ ORDER  -  THIRD
 JU2692
 JU2692.The horizontal coordinates were established by classical geodetic methods
 JU2692.and adjusted by the National Geodetic Survey in September 1999..
 JU2692
 JU2692
 JU2692.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2692
 JU2692.The geoid height was determined by GEOID03.
 JU2692
 JU2692;                    North         East     Units Scale Factor Converg.
 JU2692;SPC NJ       -    95,937.612   180,521.497   MT  0.99991147   +0 13 38.3
 JU2692;SPC NJ       -   314,755.32    592,260.94   sFT  0.99991147   +0 13 38.3
 JU2692;UTM  18      - 4,394,480.058   573,380.694   MT  0.99966629   +0 32 48.1
 JU2692
 JU2692                          SUPERSEDED SURVEY CONTROL
 JU2692
 JU2692  NAD 83(1986)-  39 41 49.25335(N)    074 08 38.79682(W) AD(       ) 4
 JU2692  NAD 27      -  39 41 48.82000(N)    074 08 40.30800(W) AD(       ) 3
 JU2692
 JU2692.Superseded values are not recommended for survey control.
 JU2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2692.See file dsdata.txt to determine how the superseded data were derived.
 JU2692
 JU2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7338194480(NAD 83)
 JU2692_MARKER: 86 = CUPOLA
 JU2692
 JU2692  HISTORY     - Date     Condition        Report By
 JU2692  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU2692  HISTORY     - 1950     GOOD             CGS
 JU2692  HISTORY     - 1967     GOOD             CGS
 JU2692
 JU2692                          STATION DESCRIPTION
 JU2692
 JU2692'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2692'STATION IS THE LARGER AND MORE PROMINENT OF TWO CUPOLAS ON A
 JU2692'LARGE BUILDING CALLED CAMP WHELAN, BELONGING TO THE PHILADELPHIA
 JU2692'Y.W.C.A.  IT IS LOCATED ON THE E SHORE OF BARNEGAT BAY ABOUT
 JU2692'1/4 MILE N OF HARVEY CEDARS COAST GUARD STATION.  THE HIGH POINT
 JU2692'OF THE CUPOLA WAS THE OBJECT POINTED ON.  HEIGHT ABOUT 60 FEET
 JU2692'ABOVE THE GROUND.
 JU2692'
 JU2692'HEIGHT OF LIGHT ABOVE STATION MARK 20 METERS.
 JU2692
 JU2692                          STATION RECOVERY (1950)
 JU2692
 JU2692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2692'STATION WAS RECOVERED IN GOOD CONDITION.  THE BUILDING IS
 JU2692'LOCATED AS DESCRIBED, BUT IS NOW KNOWN AS HARVEY CEDARS BIBLE
 JU2692'PRESBYTERIAN CONFERENCE BUILDING.
 JU2692
 JU2692                          STATION RECOVERY (1967)
 JU2692
 JU2692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GMW)
 JU2692'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JU2692'
 JU2692'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2692'IN HARVEY CEDARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3900 ***********************************************************************
 KV3900  DESIGNATION -  CAMPBELLS WALL PAPER CO CHIM
 KV3900  PID         -  KV3900
 KV3900  STATE/COUNTY-  NJ/BERGEN
 KV3900  USGS QUAD   -  HACKENSACK (1997)
 KV3900
 KV3900                         *CURRENT SURVEY CONTROL
 KV3900  ___________________________________________________________________
 KV3900* NAD 83(1996)-  40 53 52.83628(N)    074 02 16.46649(W)     ADJUSTED  
 KV3900* NAVD 88     -                                                        
 KV3900  ___________________________________________________________________
 KV3900  LAPLACE CORR-           7.49  (seconds)                    DEFLEC99
 KV3900  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV3900
 KV3900  HORZ ORDER  -  THIRD
 KV3900
 KV3900.The horizontal coordinates were established by classical geodetic methods
 KV3900.and adjusted by the National Geodetic Survey in September 1999..
 KV3900
 KV3900
 KV3900.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3900
 KV3900.The geoid height was determined by GEOID03.
 KV3900
 KV3900;                    North         East     Units Scale Factor Converg.
 KV3900;SPC NJ       -   229,325.212   188,934.285   MT  0.99991865   +0 18 09.2
 KV3900;SPC NJ       -   752,377.80    619,861.90   sFT  0.99991865   +0 18 09.2
 KV3900;SPC NY L     -    81,214.008   296,805.761   MT  0.99999525   -0 01 29.3
 KV3900;SPC NY L     -   266,449.62    973,770.23   sFT  0.99999525   -0 01 29.3
 KV3900;UTM  18      - 4,527,880.796   581,038.612   MT  0.99968083   +0 37 47.7
 KV3900
 KV3900                          SUPERSEDED SURVEY CONTROL
 KV3900
 KV3900  NAD 83(1996)-  40 53 52.83615(N)    074 02 16.46661(W) AD(       ) 4
 KV3900  NAD 83(1996)-  40 53 52.83499(N)    074 02 16.46780(W) AD(       ) 4
 KV3900  NAD 83(1992)-  40 53 52.83283(N)    074 02 16.46831(W) AD(       ) 4
 KV3900  NAD 83(1986)-  40 53 52.84436(N)    074 02 16.46717(W) AD(       ) 4
 KV3900  NAD 27      -  40 53 52.47200(N)    074 02 17.96200(W) AD(       ) 3
 KV3900
 KV3900.Superseded values are not recommended for survey control.
 KV3900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3900.See file dsdata.txt to determine how the superseded data were derived.
 KV3900
 KV3900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8103927881(NAD 83)
 KV3900_MARKER: 85 = CHIMNEY
 KV3900
 KV3900  HISTORY     - Date     Condition        Report By
 KV3900  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV3900
 KV3900                          STATION DESCRIPTION
 KV3900
 KV3900'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0935 ***********************************************************************
 KV0935  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0935  DESIGNATION -  CANAL
 KV0935  PID         -  KV0935
 KV0935  STATE/COUNTY-  NJ/MIDDLESEX
 KV0935  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV0935
 KV0935                         *CURRENT SURVEY CONTROL
 KV0935  ___________________________________________________________________
 KV0935* NAD 83(1996)-  40 29 19.42323(N)    074 26 02.86539(W)     ADJUSTED  
 KV0935* NAVD 88     -         1.682  (meters)       5.52   (feet)  ADJUSTED  
 KV0935  ___________________________________________________________________
 KV0935  X           -   1,303,524.243 (meters)                     COMP
 KV0935  Y           -  -4,679,459.048 (meters)                     COMP
 KV0935  Z           -   4,119,387.842 (meters)                     COMP
 KV0935  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 KV0935  ELLIP HEIGHT-         -31.16  (meters)          (10/23/02) GPS OBS
 KV0935  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV0935  DYNAMIC HT  -           1.681 (meters)       5.52  (feet)  COMP
 KV0935  MODELED GRAV-     980,193.0   (mgal)                       NAVD 88
 KV0935
 KV0935  HORZ ORDER  -  FIRST
 KV0935  VERT ORDER  -  SECOND    CLASS 0
 KV0935  ELLP ORDER  -  FOURTH    CLASS I
 KV0935
 KV0935.The horizontal coordinates were established by GPS observations
 KV0935.and adjusted by the National Geodetic Survey in May 1999..
 KV0935
 KV0935.The orthometric height was determined by differential leveling
 KV0935.and adjusted by the National Geodetic Survey in June 1991..
 KV0935
 KV0935.This Tidal Bench Mark is designated as VM 2539
 KV0935.by the Center for Operational Oceanographic Products and Services.
 KV0935
 KV0935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0935
 KV0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0935
 KV0935.The ellipsoidal height was determined by GPS observations
 KV0935.and is referenced to NAD 83.
 KV0935
 KV0935.The geoid height was determined by GEOID03.
 KV0935
 KV0935.The dynamic height is computed by dividing the NAVD 88
 KV0935.geopotential number by the normal gravity value computed on the
 KV0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0935.degrees latitude (g = 980.6199 gals.).
 KV0935
 KV0935.The modeled gravity was interpolated from observed gravity values.
 KV0935
 KV0935;                    North         East     Units Scale Factor Converg.
 KV0935;SPC NJ       -   183,779.172   155,584.090   MT  0.99990038   +0 02 34.0
 KV0935;SPC NJ       -   602,948.83    510,445.47   sFT  0.99990038   +0 02 34.0
 KV0935;SPC NY L     -    35,854.615   263,193.284   MT  1.00001468   -0 17 02.2
 KV0935;SPC NY L     -   117,633.02    863,493.30   sFT  1.00001468   -0 17 02.2
 KV0935;UTM  18      - 4,482,157.385   547,956.557   MT  0.99962831   +0 22 02.7
 KV0935
 KV0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0935!SPC NJ       -   1.00000489  x   0.99990038  =   0.99990527
 KV0935!SPC NY L     -   1.00000489  x   1.00001468  =   1.00001957
 KV0935!UTM  18      -   1.00000489  x   0.99962831  =   0.99963320
 KV0935
 KV0935|---------------------------------------------------------------------|
 KV0935| PID    Reference Object                     Distance      Geod. Az  |
 KV0935|                                                           dddmmss.s |
 KV0935| CB5743 CANAL RM 2                           10.665 METERS 04357     |
 KV0935| KV5477 WILSON                              APPROX. 1.0 KM 2990801.6 |
 KV0935| CB5742 CANAL RM 1                           14.132 METERS 31047     |
 KV0935| KV5433 NEW BRUNSWICK BLACK SPIRE           APPROX. 1.1 KM 3171213.5 |
 KV0935| KV4887 NEW BRUNSWICK RUTG HARTZ CUP        APPROX. 1.9 KM 3204530.3 |
 KV0935| KV5431 MARTINS LANDING NJ GAS HOLDER       APPROX. 1.3 KM 3302212.9 |
 KV0935|---------------------------------------------------------------------|
 KV0935
 KV0935                          SUPERSEDED SURVEY CONTROL
 KV0935
 KV0935  NAD 83(1996)-  40 29 19.42299(N)    074 26 02.86699(W) AD(       ) 1
 KV0935  NAD 83(1986)-  40 29 19.42246(N)    074 26 02.86716(W) AD(       ) 1
 KV0935  NAD 83(1986)-  40 29 19.42493(N)    074 26 02.86824(W) AD(       ) 1
 KV0935  NAD 83(1986)-  40 29 19.42493(N)    074 26 02.86824(W) AD(       ) 3
 KV0935  NAD 27      -  40 29 19.04900(N)    074 26 04.32000(W) AD(       ) 3
 KV0935  NAVD 88 (05/22/95)    1.68   (m)            5.5    (f) LEVELING    3  
 KV0935  NAVD 88 (01/21/93)    1.68   (m)            5.5    (f) LEVELING    3  
 KV0935  NGVD 29 (04/16/92)    1.978  (m)            6.49   (f) ADJUSTED    2 0
 KV0935
 KV0935.Superseded values are not recommended for survey control.
 KV0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0935.See file dsdata.txt to determine how the superseded data were derived.
 KV0935
 KV0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4795782157(NAD 83)
 KV0935_MARKER: I = METAL ROD
 KV0935_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV0935_SP_SET: GRANITE BLOCK CANAL WALL
 KV0935_MARK LOGO: CGS   
 KV0935_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0935+STABILITY: SURFACE MOTION
 KV0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0935+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1994
 KV0935
 KV0935  HISTORY     - Date     Condition        Report By
 KV0935  HISTORY     - 1932     MONUMENTED       CGS
 KV0935  HISTORY     - 1953     GOOD             CGS
 KV0935  HISTORY     - 1961     GOOD             CGS
 KV0935  HISTORY     - 19901114 GOOD             NJGS
 KV0935  HISTORY     - 19901114 GOOD             NJGS
 KV0935  HISTORY     - 19910131 GOOD
 KV0935  HISTORY     - 19920205 GOOD
 KV0935  HISTORY     - 19940412 GOOD             NJGS
 KV0935  HISTORY     - 20010202 POOR             NJGS
 KV0935
 KV0935                          STATION DESCRIPTION
 KV0935
 KV0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV0935'STATION IS ON THE S SIDE OF THE RARITAN RIVER AT THE ENTRANCE
 KV0935'TO THE DELAWARE AND RARITAN CANAL.  IT IS LOCATED ATOP THE
 KV0935'GRANITE LOCK-WALL ON THE N SIDE OF THE UNUSED LOCK, 5 METERS E
 KV0935'OF THE GATE, IN THE 4TH BLOCK FROM THE DOWN RIVER END OF THE WALL.
 KV0935'
 KV0935'STATION IS MARKED BY THE DRILL HOLE IN 5/8-INCH ALLEGHENY-METAL
 KV0935'ROD CEMENTED IN A DRILL HOLE ATOP THE GRANITE LOCK WALL.
 KV0935'
 KV0935'TWO STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE SIMILARLY
 KV0935'SET.  REFERENCE MARK NO.1 TO THE WESTWARD ATOP THE SAME WALL.
 KV0935'
 KV0935'REFERENCE MARK NO.2 TO THE SOUTHWARD ATOP THE S LOCK-WALL.
 KV0935'
 KV0935'THE STATION WAS OCCUPIED ECCENTRICALLY.
 KV0935
 KV0935                          STATION RECOVERY (1953)
 KV0935
 KV0935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCC)
 KV0935'STATION, A 5/8-IN. ALLEGHANY METAL PIN, RECOVERED.
 KV0935'
 KV0935'REFERENCE MARK 1, STAMPED NO 1 AND SET IN THE TOP OF THE N WALL
 KV0935'OF THE N LOCK, IS 13 FT. W OF THE W EDGE OF THE N LOCK GATE, 42
 KV0935'FT. W OF THE STATION MARK, AT OLD CANAL LOCK, AT NEW BRUNSWICK.
 KV0935'
 KV0935'REFERENCE MARK 2, STAMPED NO 2 AND SET IN THE TOP OF THE S
 KV0935'LOCK WALL OF THE MOST N LOCK, IS DIRECTLY ACROSS THE LOCK DUE
 KV0935'S OF THE STATION MARK, 12 FT. E OF THE E END OF THE OLD LOCK
 KV0935'GATE OF THE N LOCK, AT OLD CANAL LOCK, AT NEW BRUNSWICK.
 KV0935
 KV0935                          STATION RECOVERY (1961)
 KV0935
 KV0935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KV0935'AT NEW BRUNSWICK.
 KV0935'0.6 MILE EAST OF RARITAN AVE BRIDGE AT OLD CANAL LOCK AT THE
 KV0935'NORTH SIDE OF NORTH LOCK, 16.5 FEET WEST OF EAST END OF GATE IN
 KV0935'FOURTH BLOCK FROM DOWN RIVER END OF LOCK.  A 5/8 INCH METAL PIN
 KV0935'SET IN DRILL HOLE IN GRANITE BLOCK.
 KV0935
 KV0935                          STATION RECOVERY (1990)
 KV0935
 KV0935'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV0935'THE STATION IS LOCATED IN NEW BRUNSWICK, ON THE SOUTH SIDE OF THE
 KV0935'RARITAN RIVER AT THE DISUSED ENTRANCE LOCKS TO THE DELAWARE AND
 KV0935'RARITAN CANAL.  THE STATION IS MARKED BY A DRILL HOLE IN A FIVE
 KV0935'EIGHTH INCH ALLEGHENY METAL ROD CEMENTED IN A DRILL ATOP THE GRANITE
 KV0935'LOCK WALL. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1
 KV0935'AND STATE ROUTE 18, GO 1.44 KM (0.90 MI) NORTH ON ROUTE 18 TO THE
 KV0935'ENTRANCE TO BOYD PARK, TURN RIGHT AND GO ABOUT 60 M (196.8 FT) TO THE
 KV0935'DRIVEWAY ON THE LEFT, TURN LEFT AND THE STATION IS STRAIGHT AHEAD.
 KV0935'THE STATION IS ON THE EAST END OF THE GRANITE WALL CLOSEST TO THE
 KV0935'RIVER, 10.537 M (34.570 FT) NORTHEAST OF REFERENCE MARK 2, 14.137 M
 KV0935'(46.381 FT) SOUTHEAST OF REFERENCE MARK 1, 3.96 M (12.99 FT) WEST OF
 KV0935'THE NORTHEAST CORNER OF THE LAST GRANITE BLOCK IN THE WALL, 60.5 M
 KV0935'(198.5 FT) SOUTHEAST OF THE CENTERLINE EXTENDED OF A FOOT BRIDGE.
 KV0935
 KV0935                          STATION RECOVERY (1990)
 KV0935
 KV0935'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV0935'THE STATION IS LOCATED IN NEW BRUNSWICK, ON THE SOUTH SIDE OF THE
 KV0935'RARITAN RIVER AT THE DISUSED ENTRANCE LOCKS TO THE DELAWARE AND
 KV0935'RARITAN CANAL.  THE STATION IS MARKED BY A DRILL HOLE IN A FIVE
 KV0935'EIGHTH INCH ALLEGHENY METAL ROD CEMENTED IN A DRILL HOLE ATOP THE
 KV0935'GRANITE LOCK WALL.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 KV0935'HIGHWAY 1 AND STATE ROUTE 18, GO 1.44 KM (0.89 MI) NORTH ON ROUTE 18
 KV0935'TO THE ENTRANCE TO BOYD PARK, TURN RIGHT AND GO ABOUT 60 M
 KV0935'(196.8 FT) TO THE DRIVEWAY ON THE LEFT, TURN LEFT AND THE STATION IS
 KV0935'STRAIGHT AHEAD.  THE STATION IS ON THE EAST END OF THE GRANITE WALL
 KV0935'CLOSEST TO THE RIVER, 10.537 M (34.570 FT) NORTHEAST OF REFERENCE
 KV0935'MARK 2, 14.137 M (46.381 FT) SOUTHEAST OF REFERENCE MARK 1, 3.96 M
 KV0935'(12.99 FT) WEST OF THE NORTHEAST CORNER OF THE LAST GRANITE BLOCK IN
 KV0935'THE WALL, 60.5 M (198.5 FT) SOUTHEAST OF THE CENTERLINE EXTENDED OF A
 KV0935'FOOT BRIDGE.
 KV0935
 KV0935                          STATION RECOVERY (1991)
 KV0935
 KV0935'RECOVERED 1991
 KV0935'RECOVERED IN GOOD CONDITION.
 KV0935
 KV0935                          STATION RECOVERY (1992)
 KV0935
 KV0935'RECOVERED 1992
 KV0935'RECOVERED IN GOOD CONDITION.
 KV0935
 KV0935                          STATION RECOVERY (1994)
 KV0935
 KV0935'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 KV0935'THE STATION IS LOCATED IN THE CITY OF NEW BRUNSWICK, ON THE SOUTH SIDE
 KV0935'OF THE RARITAN RIVER AT THE ABANDONED AND FORMER ENTRANCE LOCKS TO THE
 KV0935'DELAWARE AND RARITAN CANAL, WITHIN THE BOUNDARY OF BOYD PARK. THE
 KV0935'STATION IS MARKED BY A DRILL HOLE IN THE TOP OF A FIVE EIGHTHS INCH
 KV0935'DIAMETER ALLEGHENY STEEL ROD CEMENTED FLUSH IN A DRILL HOLE IN THE TOP
 KV0935'OF THE GRANITE LOCK WALL.  TO REACH THE STATION FROM THE JUNCTION OF
 KV0935'U.S. HIGHWAY 1 AND STATE ROUTE 18, GO 1.45 KM (0.90 MI) NORTH ON ROUTE
 KV0935'18 TO THE ENTRANCE DRIVE LEADING TO BOYD PARK, ON THE RIGHT, JUST WEST
 KV0935'PAST THE GEORGE STREET OVERPASS.  TURN RIGHT AND GO ABOUT 20 M (65.6
 KV0935'FT) TO A DRIVEWAY LEADING TO A DIRT PATH, ON THE LEFT. TURN LEFT AND
 KV0935'GO ABOUT 30 M (98.4 FT) TO A LOCKED GATE AHEAD SURROUNDING THE RUTGERS
 KV0935'UNIVERSITY BOAT HOUSE. TURN LEFT AND DRIVE FOR ABOUT 0.6 KM (0.35 MI)
 KV0935'PARALLELING THE CANAL TO A DIRT TRAIL CROSSING THE CANAL.  PARK TRUCK,
 KV0935'AND PACK ACROSS THE CANAL AND HEAD SOUTHEAST TO THE STATION AHEAD AT
 KV0935'THE SOUTHEAST END OF THE CANAL LOCKS. THE STATION IS ON THE SOUTHEAST
 KV0935'END OF THE GRANITE WALL CLOSEST TO THE RIVER. THE STATION IS 10.53 M
 KV0935'(34.55 FT) NORTHEAST FROM REFERENCE MARK 2, 14.13 M (46.36 FT)
 KV0935'SOUTHEAST FROM REFERENCE MARK 1, 3.96 M (12.99 FT) WEST FROM THE
 KV0935'NORTHEAST CORNER OF THE LAST GRANITE BLOCK IN THE WALL AND 60.5 M
 KV0935'(198.5 FT) SOUTHEAST FROM THE CENTERLINE EXTENDED OF A FOOT BRIDGE
 KV0935'LEADING TO THE CENTER ISLAND.
 KV0935
 KV0935                          STATION RECOVERY (2001)
 KV0935
 KV0935'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV0935'THE CANAL LOCKS UPON WHICH THIS MARK IS SET WERE COMPLETELY
 KV0935'DISASSEMBLED AND THEN REBUILT STONE BY STONE AS PART OF A RESTORATION
 KV0935'PROJECT.  THE PUBLISHED POSITION/ELEVATION OF THIS STATION IS NO
 KV0935'LONGER VALID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4331 ***********************************************************************
 KV4331  DESIGNATION -  CANAL
 KV4331  PID         -  KV4331
 KV4331  STATE/COUNTY-  NJ/HUDSON
 KV4331  USGS QUAD   -  JERSEY CITY (1981)
 KV4331
 KV4331                         *CURRENT SURVEY CONTROL
 KV4331  ___________________________________________________________________
 KV4331* NAD 83(1996)-  40 43 28.54078(N)    074 05 39.26451(W)     ADJUSTED  
 KV4331* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4331  ___________________________________________________________________
 KV4331  LAPLACE CORR-           6.26  (seconds)                    DEFLEC99
 KV4331  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KV4331
 KV4331  HORZ ORDER  -  THIRD
 KV4331
 KV4331.The horizontal coordinates were established by classical geodetic methods
 KV4331.and adjusted by the National Geodetic Survey in September 1999..
 KV4331
 KV4331.The orthometric height was scaled from a topographic map.
 KV4331
 KV4331.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4331
 KV4331.The geoid height was determined by GEOID03.
 KV4331
 KV4331;                    North         East     Units Scale Factor Converg.
 KV4331;SPC NJ       -   210,045.703   184,277.000   MT  0.99991446   +0 15 53.0
 KV4331;SPC NJ       -   689,124.94    604,582.12   sFT  0.99991446   +0 15 53.0
 KV4331;SPC NY L     -    61,959.859   292,038.200   MT  0.99999729   -0 03 41.9
 KV4331;SPC NY L     -   203,279.97    958,128.66   sFT  0.99999729   -0 03 41.9
 KV4331;UTM  18      - 4,508,579.672   576,492.464   MT  0.99967202   +0 35 27.5
 KV4331
 KV4331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4331!SPC NJ       -   1.00000461  x   0.99991446  =   0.99991907
 KV4331!SPC NY L     -   1.00000461  x   0.99999729  =   1.00000190
 KV4331!UTM  18      -   1.00000461  x   0.99967202  =   0.99967663
 KV4331
 KV4331:                Primary Azimuth Mark                     Grid Az
 KV4331:SPC NJ       -  PUBLIC SERVICE LONE CHIMNEY              039 54 36.5
 KV4331:SPC NY L     -  PUBLIC SERVICE LONE CHIMNEY              040 14 11.4
 KV4331:UTM  18      -  PUBLIC SERVICE LONE CHIMNEY              039 35 02.0
 KV4331
 KV4331|---------------------------------------------------------------------|
 KV4331| PID    Reference Object                     Distance      Geod. Az  |
 KV4331|                                                           dddmmss.s |
 KV4331| KV4268 PUBLIC SERVICE LONE CHIMNEY         APPROX. 2.4 KM 0401029.5 |
 KV4331| CB5740 CANAL RM 1                           17.358 METERS 12007     |
 KV4331| KV4312 JERSEY CITY W SIDE AVE ME CH        APPROX. 1.2 KM 1461919.1 |
 KV4331| KV4318 CRUCIBLE STEEL CO CHIMNEY           APPROX. 0.8 KM 1772020.5 |
 KV4331| KV4319 BERGEN                              APPROX. 0.9 KM 2171135.2 |
 KV4331| KV4770 NEWARK MEADOW BALL BLUE CHIM        APPROX. 4.2 KM 2602035.3 |
 KV4331| KV4324 BUTTERWORTH JUDSON CHEM CHIM        APPROX. 2.5 KM 2633759.0 |
 KV4331| CB5741 CANAL RM 2                           13.396 METERS 31001     |
 KV4331| KV4286 KEARNY PRR MEADOW SHOPS CHIM        APPROX. 2.2 KM 3484141.1 |
 KV4331|---------------------------------------------------------------------|
 KV4331
 KV4331                          SUPERSEDED SURVEY CONTROL
 KV4331
 KV4331  NAD 83(1996)-  40 43 28.54068(N)    074 05 39.26465(W) AD(       ) 3
 KV4331  NAD 83(1996)-  40 43 28.53934(N)    074 05 39.26646(W) AD(       ) 3
 KV4331  NAD 83(1992)-  40 43 28.53897(N)    074 05 39.26699(W) AD(       ) 3
 KV4331  NAD 83(1986)-  40 43 28.53901(N)    074 05 39.26776(W) AD(       ) 3
 KV4331  NAD 27      -  40 43 28.16700(N)    074 05 40.75500(W) AD(       ) 3
 KV4331
 KV4331.Superseded values are not recommended for survey control.
 KV4331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4331.See file dsdata.txt to determine how the superseded data were derived.
 KV4331
 KV4331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7649208580(NAD 83)
 KV4331_MARKER: DS = TRIANGULATION STATION DISK
 KV4331_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4331_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4331
 KV4331  HISTORY     - Date     Condition        Report By
 KV4331  HISTORY     - 1913     MONUMENTED       CGS
 KV4331  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4331
 KV4331                          STATION DESCRIPTION
 KV4331
 KV4331'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4331'ON THE E SIDE OF HACKENSACK RIVER ABOUT 250 METERS FROM THE
 KV4331'SHORE AND ON THE OLD TOWPATH OF THE MORRIS CANAL.  THE STATION
 KV4331'IS MIDWAY BETWEEN THE N EDGE OF THE CANAL AND THE LINE OF IRON
 KV4331'SEWER PIPE TO THE N AND ABOUT 50 FEET W OF THE THIRD MANHOLE
 KV4331'FROM THE RIVER.
 KV4331'
 KV4331'THE STATION IS MARKED BY A C. AND G.S. STANDARD BRASS DISK SET
 KV4331'IN THE TOP OF A PIECE OF 4-INCH TILE PIPE FILLED WITH CONCRETE
 KV4331'AND SUNK TO THE LEVEL OF THE GROUND.  UNDER THIS THE BURIED
 KV4331'NECK OF A BOTTLE SET IN CONCRETE SERVES AS A SUBSURFACE MARK.
 KV4331'
 KV4331'TWO REFERENCE MARKS, EACH A COPPER NAIL IN THE TOP OF A
 KV4331'CYLINDER OF CONCRETE CONTAINED IN A PIECE OF 3-INCH TILE PIPE,
 KV4331'ARE PLACED RESPECTIVELY 56.95 FEET S 52 DEG E AND 43.95 FEET N
 KV4331'45 DEG W FROM THE STATION.  THE FIRST IS AT THE MANHOLE ABOVE
 KV4331'MENTIONED.
 KV4331
 KV4331                          STATION RECOVERY (1931)
 KV4331
 KV4331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4331'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU2802 ***********************************************************************
 HU2802  DESIGNATION -  CANAL
 HU2802  PID         -  HU2802
 HU2802  STATE/COUNTY-  NJ/CAPE MAY
 HU2802  USGS QUAD   -  CAPE MAY (1972)
 HU2802
 HU2802                         *CURRENT SURVEY CONTROL
 HU2802  ___________________________________________________________________
 HU2802* NAD 83(1996)-  38 58 06.62245(N)    074 57 48.58941(W)     ADJUSTED  
 HU2802* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HU2802  ___________________________________________________________________
 HU2802  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 HU2802  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 HU2802
 HU2802  HORZ ORDER  -  THIRD
 HU2802
 HU2802.The horizontal coordinates were established by classical geodetic methods
 HU2802.and adjusted by the National Geodetic Survey in September 1999..
 HU2802
 HU2802.The orthometric height was scaled from a topographic map.
 HU2802
 HU2802.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2802
 HU2802.The geoid height was determined by GEOID03.
 HU2802
 HU2802;                    North         East     Units Scale Factor Converg.
 HU2802;SPC NJ       -    15,106.699   109,835.048   MT  0.99991986   -0 17 29.4
 HU2802;SPC NJ       -    49,562.56    360,350.49   sFT  0.99991986   -0 17 29.4
 HU2802;UTM  18      - 4,313,282.329   503,162.255   MT  0.99960012   +0 01 22.6
 HU2802
 HU2802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2802!SPC NJ       -   1.00000546  x   0.99991986  =   0.99992532
 HU2802!UTM  18      -   1.00000546  x   0.99960012  =   0.99960557
 HU2802
 HU2802                          SUPERSEDED SURVEY CONTROL
 HU2802
 HU2802  NAD 83(1991)-  38 58 06.61289(N)    074 57 48.59690(W) AD(       ) 3
 HU2802
 HU2802.Superseded values are not recommended for survey control.
 HU2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2802.See file dsdata.txt to determine how the superseded data were derived.
 HU2802
 HU2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0316213282(NAD 83)
 HU2802_MARKER: DD = SURVEY DISK
 HU2802_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HU2802_SP_SET: METAL PIPE IN CONCRETE
 HU2802_STAMPING: CANAL 1984
 HU2802_MARK LOGO: NOS   
 HU2802_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU2802_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2802+SATELLITE: SATELLITE OBSERVATIONS - 1984
 HU2802
 HU2802  HISTORY     - Date     Condition        Report By
 HU2802  HISTORY     - 1984     MONUMENTED       NOS
 HU2802
 HU2802                          STATION DESCRIPTION
 HU2802
 HU2802'DESCRIBED BY NATIONAL OCEAN SERVICE 1984
 HU2802'THE STATION IS LOCATED ON THE E SHORE OF THE DELAWARE BAY, S FROM THE
 HU2802'TOWN OF NORTH CAPE MAY AND N OF THE CAPE MAY CANAL N JETTY LIGHT.
 HU2802'TO REACH STATION FROM THE NEW JERSEY SIDE OF THE LEWES-CAPE MAY FERRY
 HU2802'LANDING, GO N ON THE FERRY LANDING ROAD 0.5 MI TO ITS JUNCTION WITH
 HU2802'LINCOLN BLVD.  TURN LEFT ON LINCOLN BLVD AND GO W 0.1 MI TO ITS END AT
 HU2802'THE DELAWARE BAY.  TURN LEFT ON THE SHORELINE ROAD AND GO S TO A
 HU2802'PARKING AREA.  DRIVE INTO THE PARKING AREA AND GO W TO A SPOT NEAR THE
 HU2802'NORTH JETTY.  PARK AND WALK N ONTO DUNE AREA AND THE STATION.
 HU2802'STATION MARK IS A STANDARD NOS DISK SET FLUSH WITH THE GROUND.  IT IS
 HU2802'LOCATED ABOUT 107 M (351.0 FT) N FROM AN ELECTRICAL POWER BOX ON A
 HU2802'POLE, 18.9 M (62.0 FT) SE FROM THE TOP OF THE BANK OF THE PRIMARY DUNE
 HU2802'LINE, 15.5 M (50.9 FT) W FROM A SMALL CEDAR SHRUB, AND 4.9 M
 HU2802'(16.1 FT) N FROM A SMALL CEDAR SHRUB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU2832 ***********************************************************************
 HU2832  DESIGNATION -  CANAL 3
 HU2832  PID         -  HU2832
 HU2832  STATE/COUNTY-  NJ/CAPE MAY
 HU2832  USGS QUAD   -  CAPE MAY (1972)
 HU2832
 HU2832                         *CURRENT SURVEY CONTROL
 HU2832  ___________________________________________________________________
 HU2832* NAD 83(1996)-  38 58 03.72131(N)    074 56 24.52059(W)     ADJUSTED  
 HU2832* NAVD 88     -         3.3    (meters)      11.     (feet)  GPS OBS   
 HU2832  ___________________________________________________________________
 HU2832  X           -   1,290,190.956 (meters)                     COMP
 HU2832  Y           -  -4,795,015.677 (meters)                     COMP
 HU2832  Z           -   3,989,509.549 (meters)                     COMP
 HU2832  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 HU2832  ELLIP HEIGHT-         -32.10  (meters)          (10/23/02) GPS OBS
 HU2832  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 HU2832
 HU2832  HORZ ORDER  -  FIRST
 HU2832  ELLP ORDER  -  FOURTH    CLASS I
 HU2832
 HU2832.The horizontal coordinates were established by GPS observations
 HU2832.and adjusted by the National Geodetic Survey in May 1999..
 HU2832
 HU2832.The orthometric height was determined by GPS observations and a
 HU2832.high-resolution geoid model.
 HU2832
 HU2832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2832
 HU2832.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2832
 HU2832.The ellipsoidal height was determined by GPS observations
 HU2832.and is referenced to NAD 83.
 HU2832
 HU2832.The geoid height was determined by GEOID03.
 HU2832
 HU2832;                    North         East     Units Scale Factor Converg.
 HU2832;SPC NJ       -    15,007.207   111,858.262   MT  0.99991791   -0 16 36.5
 HU2832;SPC NJ       -    49,236.14    366,988.31   sFT  0.99991791   -0 16 36.5
 HU2832;UTM  18      - 4,313,193.971   505,185.339   MT  0.99960033   +0 02 15.5
 HU2832
 HU2832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2832!SPC NJ       -   1.00000504  x   0.99991791  =   0.99992295
 HU2832!UTM  18      -   1.00000504  x   0.99960033  =   0.99960536
 HU2832
 HU2832                          SUPERSEDED SURVEY CONTROL
 HU2832
 HU2832  ELLIP H (05/14/99)  -32.11   (m)                       GP(       ) 4 1
 HU2832  NAD 83(1991)-  38 58 03.72070(N)    074 56 24.52018(W) AD(       ) 1
 HU2832  ELLIP H (03/31/93)  -32.18   (m)                       GP(       ) 3 2
 HU2832
 HU2832.Superseded values are not recommended for survey control.
 HU2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2832.See file dsdata.txt to determine how the superseded data were derived.
 HU2832
 HU2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0518513194(NAD 83)
 HU2832_MARKER: DH = HORIZONTAL CONTROL DISK
 HU2832_SETTING: 0 = UNSPECIFIED SETTING
 HU2832_STAMPING: CANAL 3 1980
 HU2832_MARK LOGO: USE   
 HU2832_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU2832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2832+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 HU2832
 HU2832  HISTORY     - Date     Condition        Report By
 HU2832  HISTORY     - 1980     MONUMENTED       USE
 HU2832  HISTORY     - 19900821 GOOD
 HU2832  HISTORY     - 19910523 GOOD             NJGS
 HU2832  HISTORY     - 20060915 GOOD             GEOCAC
 HU2832
 HU2832                          STATION DESCRIPTION
 HU2832
 HU2832'DESCRIBED 1990
 HU2832'RECOVERED IN GOOD CONDITION.
 HU2832
 HU2832                          STATION RECOVERY (1991)
 HU2832
 HU2832'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 HU2832'THE STATION IS LOCATED LOWER TOWNSHIP, ON THE NORTH SIDE OF THE CAPE
 HU2832'MAY CANAL, NEAR THE FIRST BEND EAST OF THE WEST END OF THE CANAL,
 HU2832'JUST SOUTH OF THE SOUTH END OF BAYSHORE ROAD.  THE STATION APPEARS TO
 HU2832'BE A DISK ON A ROD.  TO REACH THE STATION FROM THE SOUTH END OF THE
 HU2832'GARDEN STATE PARKWAY, TAKE STATE ROUTE 109 NORTH FOR 0.7 MI (1.1 KM)
 HU2832'TO THE JUNCTION WITH U.S. HIGHWAY 9 SOUTH, GO 1.6 MI (2.6 KM) ON
 HU2832'SOUTHBOUND HIGHWAY 9 TO THE INTERSECTION WITH BAYSHORE ROAD, TURN
 HU2832'LEFT AND GO 0.3 MI (0.5 KM) TO THE JUNCTION WITH JOHNATHON HOFFMAN
 HU2832'ROAD, KEEP TO THE RIGHT ON BAYSHORE ROAD FOR AN ADDITIONAL 0.2 MI
 HU2832'(0.3 KM) TO THE END OF BAYSHORE ROAD AND THE STATION STRAIGHT AHEAD.
 HU2832'THE STATION IS 12.8 M (42.0 FT) SOUTHWEST OF POLE NUMBER W28366, 7.7
 HU2832'M (25.3 FT) NORTH NORTHWEST OF NORTHWESTERLY MOST CORNER OF THE
 HU2832'STEPPED GABION BULKHEAD, 10.2 M (33.5 FT) WEST OF THE MIDDLE OF TWO
 HU2832'GUY WIRES FOR POLE NUMBER W28366, 16.0 M (52.5 FT) SOUTH OF THE END
 HU2832'OF PAVEMENT OF BAYSHORE ROAD ON THE CENTERLINE EXTENDED AND SET FLUSH
 HU2832'WITH THE LAWN.
 HU2832
 HU2832                          STATION RECOVERY (2006)
 HU2832
 HU2832'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU2832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6040 ***********************************************************************
 KV6040  DESIGNATION -  CANAL MON 15
 KV6040  PID         -  KV6040
 KV6040  STATE/COUNTY-  NJ/MERCER
 KV6040  USGS QUAD   -  TRENTON WEST (1995)
 KV6040
 KV6040                         *CURRENT SURVEY CONTROL
 KV6040  ___________________________________________________________________
 KV6040* NAD 83(1996)-  40 14 41.43616(N)    074 49 09.93658(W)     ADJUSTED  
 KV6040* NAVD 88     -        17.408  (meters)      57.11   (feet)  ADJUSTED  
 KV6040  ___________________________________________________________________
 KV6040  X           -   1,276,623.088 (meters)                     COMP
 KV6040  Y           -  -4,705,058.120 (meters)                     COMP
 KV6040  Z           -   4,098,764.070 (meters)                     COMP
 KV6040  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 KV6040  ELLIP HEIGHT-         -15.94  (meters)          (10/23/02) GPS OBS
 KV6040  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KV6040  DYNAMIC HT  -          17.400 (meters)      57.09  (feet)  COMP
 KV6040  MODELED GRAV-     980,165.5   (mgal)                       NAVD 88
 KV6040
 KV6040  HORZ ORDER  -  FIRST
 KV6040  VERT ORDER  -  FIRST     CLASS I
 KV6040  ELLP ORDER  -  FOURTH    CLASS I
 KV6040
 KV6040.The horizontal coordinates were established by GPS observations
 KV6040.and adjusted by the National Geodetic Survey in May 1999..
 KV6040
 KV6040.The orthometric height was determined by differential leveling
 KV6040.and adjusted by the National Geodetic Survey in June 1991..
 KV6040
 KV6040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6040
 KV6040.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6040
 KV6040.The ellipsoidal height was determined by GPS observations
 KV6040.and is referenced to NAD 83.
 KV6040
 KV6040.The geoid height was determined by GEOID03.
 KV6040
 KV6040.The dynamic height is computed by dividing the NAVD 88
 KV6040.geopotential number by the normal gravity value computed on the
 KV6040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6040.degrees latitude (g = 980.6199 gals.).
 KV6040
 KV6040.The modeled gravity was interpolated from observed gravity values.
 KV6040
 KV6040;                    North         East     Units Scale Factor Converg.
 KV6040;SPC NJ       -   156,747.303   122,823.279   MT  0.99990909   -0 12 22.9
 KV6040;SPC NJ       -   514,261.78    402,962.71   sFT  0.99990909   -0 12 22.9
 KV6040;SPC PA S     -   105,346.027   849,302.586   MT  0.99996592   +1 54 04.8
 KV6040;SPC PA S     -   345,622.76  2,786,420.23   sFT  0.99996592   +1 54 04.8
 KV6040;UTM  18      - 4,454,948.651   515,358.483   MT  0.99960290   +0 06 60.0
 KV6040
 KV6040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6040!SPC NJ       -   1.00000250  x   0.99990909  =   0.99991159
 KV6040!SPC PA S     -   1.00000250  x   0.99996592  =   0.99996842
 KV6040!UTM  18      -   1.00000250  x   0.99960290  =   0.99960540
 KV6040
 KV6040                          SUPERSEDED SURVEY CONTROL
 KV6040
 KV6040  ELLIP H (05/14/99)  -15.91   (m)                       GP(       ) 4 1
 KV6040  NAD 83(1986)-  40 14 41.43500(N)    074 49 09.93943(W) AD(       ) 1
 KV6040  NGVD 29 (01/10/92)   17.713  (m)           58.11   (f) ADJUSTED    1 1
 KV6040
 KV6040.Superseded values are not recommended for survey control.
 KV6040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6040.See file dsdata.txt to determine how the superseded data were derived.
 KV6040
 KV6040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1535854949(NAD 83)
 KV6040_MARKER: DD = SURVEY DISK
 KV6040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6040_SP_SET: CONCRETE POST
 KV6040_STAMPING: CANAL MON 15
 KV6040_MARK LOGO: NJGS  
 KV6040_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6040+STABILITY: SURFACE MOTION
 KV6040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6040+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 KV6040
 KV6040  HISTORY     - Date     Condition        Report By
 KV6040  HISTORY     - 1977     MONUMENTED       NJGS
 KV6040  HISTORY     - 19881101 GOOD             NJGS
 KV6040  HISTORY     - 19900308 GOOD             NJGS
 KV6040  HISTORY     - 20060320 GOOD             NJGS
 KV6040
 KV6040                          STATION DESCRIPTION
 KV6040
 KV6040'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6040'2.5 KM (1.55 MI) ALONG LOWER FERRY ROAD FROM ITS INTERSECTION WITH
 KV6040'PARKWAY AVENUE, ALSO ABOUT 0.4 KM (0.25 MI) WEST ALONG LOWER FERRY
 KV6040'ROAD FROM ITS INTERSECTION WITH STATE HIGHWAY ROUTE 29, SET ON THE
 KV6040'NORTH SIDE OF LOWER FERRY ROAD AND ON THE WEST SIDE OF THE DELAWARE
 KV6040'RARITAN CANAL PARK JOGGING PATH, 2.67 M (8.8 FT) WEST OF A CROSS CUT
 KV6040'IN THE TOP OF THE SOUHTWEST END OF THE SOUHTWEST WINGWALL OF THE GATES
 KV6040'AT A GAUGE STATION, 5.3 M (17.4 FT) SOUTHWEST OF A CROSS CUT IN THE
 KV6040'SOUTHWEST WINGWALL, 6.4 M (21.0 FT) SOUTH OF A CROSS CUT ON TOP OF THE
 KV6040'EAST END OF THE NORTHWEST WINGWALL, 20.6 M (67.6 FT) NORTHWEST OF THE
 KV6040'CENTERLINE OF LOWER FERRY ROAD, 13.5 M (44.3 FT) NORTH OF POLE NUMBER
 KV6040'62331EW, SET 0.05 M (0.2 FT) BELOW THE GROUND.
 KV6040'NOTE--NO STAMPING ON DISK.
 KV6040
 KV6040                          STATION RECOVERY (1990)
 KV6040
 KV6040'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6040'THE STATION IS LOCATED IN EWING TOWNSHIP.  TO REACH THE STATION FROM
 KV6040'THE JUNCTION OF LOWER FERRY ROAD AND PARKWAY AVENUE, GO 2.5 KM
 KV6040'(1.55 MI) SOUTHWEST ON LOWER FERRY ROAD TO THE STATION ON THE RIGHT.
 KV6040'THE STATION IS ALSO ABOUT 0.4 KM (0.25 MI) NORTHEAST ON LOWER FERRY
 KV6040'ROAD FROM ITS INTERSECTION WITH STATE HIGHWAY 29.  THE STATION IS SET
 KV6040'ON THE NORTH SIDE OF LOWER FERRY ROAD AND ON THE WEST SIDE OF THE
 KV6040'DELAWARE RARITAN CANAL PARK JOGGING PATH, 2.67 M (8.76 FT) WEST OF A
 KV6040'CROSS CUT IN THE TOP OF THE SOUHTWEST END OF THE SOUTHWEST WINGWALL
 KV6040'OF THE GATES AT A GAUGE STATION, 5.3 M (17.4 FT) SOUTHWEST OF A CROSS
 KV6040'CUT IN THE SOUTHWEST WINGWALL, 6.4 M (21.0 FT) SOUTH OF A CROSS CUT
 KV6040'ON TOP OF THE EAST END OF THE NORTHWEST WINGWALL, 20.6 M (67.6 FT)
 KV6040'NORTHWEST OF THE CENTERLINE OF LOWER FERRY ROAD, 13.5 M (44.3 FT)
 KV6040'NORTH OF POLE NUMBER 62331EW.  THE STATION IS 0.05 M (0.16 FT) BELOW
 KV6040'THE GROUND.
 KV6040
 KV6040                          STATION RECOVERY (2006)
 KV6040
 KV6040'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2006 (RJK)
 KV6040'THE STATION IS AT THE NE EDGE OF A CONCRETE ANCHOR BLOCK FOR A CABLE
 KV6040'AT THE NW END OF A STEEL GUIDE RAIL ON THE SOUTH SIDE OF THE CANAL,
 KV6040'5.2 FT WEST THE THE MOST WESTERLY POST OF THE GUIDE RAIL, 60.0 FT
 KV6040'NORTHWEST OF THE CENTERLINE OF LOWER FERRY ROAD, 8.3 FT SOUTHWEST OF
 KV6040'STATION 11 E 1 AT THE SOUTH END OF THE WINGWALL, 44.3 FT WEST OF POLE
 KV6040'NUMBER 62331EW ON THE SAME SIDE OF THE CANAL PATH AS THE STATION.
 KV6040'THE STATION IS ALSO 24.5 FT EAST OF THE NORTH GATE POST FOR THE CANAL
 KV6040'PATH GATE, ABOUT 21.1 FT SOUTH OF THE NORTHWEST ANGLE POINT OF THE
 KV6040'CANAL WINGWALL FOR THE CANAL LOCKS ON THE SOUTH SIDE OF THE CANAL,
 KV6040'17.4 FT SW OF THE NE ANGLE POINT FOR THE SAME WINGWALL, ABOUT 0.3 FT
 KV6040'BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6049 ***********************************************************************
 KV6049  DESIGNATION -  CANAL MON 19
 KV6049  PID         -  KV6049
 KV6049  STATE/COUNTY-  NJ/MERCER
 KV6049  USGS QUAD   -  PENNINGTON (1995)
 KV6049
 KV6049                         *CURRENT SURVEY CONTROL
 KV6049  ___________________________________________________________________
 KV6049* NAD 83(1986)-  40 15 04.     (N)    074 49 55.     (W)     SCALED    
 KV6049* NAVD 88     -        17.634  (meters)      57.85   (feet)  ADJUSTED  
 KV6049  ___________________________________________________________________
 KV6049  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KV6049  DYNAMIC HT  -          17.626 (meters)      57.83  (feet)  COMP
 KV6049  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 KV6049
 KV6049  VERT ORDER  -  FIRST     CLASS I
 KV6049
 KV6049.The horizontal coordinates were scaled from a topographic map and have
 KV6049.an estimated accuracy of +/- 6 seconds.
 KV6049
 KV6049.The orthometric height was determined by differential leveling
 KV6049.and adjusted by the National Geodetic Survey in June 1991..
 KV6049
 KV6049.The geoid height was determined by GEOID03.
 KV6049
 KV6049.The dynamic height is computed by dividing the NAVD 88
 KV6049.geopotential number by the normal gravity value computed on the
 KV6049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6049.degrees latitude (g = 980.6199 gals.).
 KV6049
 KV6049.The modeled gravity was interpolated from observed gravity values.
 KV6049
 KV6049;                    North         East    Units  Estimated Accuracy
 KV6049;SPC NJ       -   157,450.      121,760.      MT  (+/- 180 meters Scaled)
 KV6049
 KV6049                          SUPERSEDED SURVEY CONTROL
 KV6049
 KV6049  NGVD 29 (01/10/92)   17.938  (m)           58.85   (f) ADJUSTED    1 1
 KV6049
 KV6049.Superseded values are not recommended for survey control.
 KV6049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6049.See file dsdata.txt to determine how the superseded data were derived.
 KV6049
 KV6049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK142556(NAD 83)
 KV6049_MARKER: DD = SURVEY DISK
 KV6049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6049_SP_SET: CONCRETE POST
 KV6049_MARK LOGO: NJGS  
 KV6049_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6049+STABILITY: SURFACE MOTION
 KV6049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6049+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1988
 KV6049
 KV6049  HISTORY     - Date     Condition        Report By
 KV6049  HISTORY     - 1977     MONUMENTED       NJGS
 KV6049  HISTORY     - 19880211 GOOD             NJGS
 KV6049
 KV6049                          STATION DESCRIPTION
 KV6049
 KV6049'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6049'2.46 KM (1.55 MI) WEST ON LOWER FERRY ROAD FROM THE JUNCTION OF LOWER
 KV6049'FERRY ROAD AND PARKWAY AVENUE TO THE DELAWARE RARITAN CANAL STATE
 KV6049'PARK, THENCE TURN RIGHT AND PROCEED THRU GATE NORTHWESTERLY FOR 1.31
 KV6049'KM (0.80 MI) TO STATION ON THE RIGHT, STATION IS LOCATED BETWEEN THE
 KV6049'BIKE PATH AND THE CANAL, 29.84 M (97.9 FT) NORTHEAST OF A PK NAIL IN A
 KV6049'10 INCH SYCAMORE TREE, 9.05 M (29.7 FT) SOUTHEAST OF A PK NAIL IN A 3
 KV6049'INCH MAPLE TREE, 3.0 M (9.8 FT) EAST OF THE CENTERLINE OF THE BIKE
 KV6049'PATH, 1.0 M (3.3 FT) WEST OF THE TOP OF BANK OF THE CANAL, 73.17 M
 KV6049'(240.1 FT) SOUTH OF THE CENTERLINE OF WILBURTHA ROAD, SET FLUSH WITH
 KV6049'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6048 ***********************************************************************
 KV6048  DESIGNATION -  CANAL MON 915
 KV6048  PID         -  KV6048
 KV6048  STATE/COUNTY-  NJ/MERCER
 KV6048  USGS QUAD   -  TRENTON WEST (1995)
 KV6048
 KV6048                         *CURRENT SURVEY CONTROL
 KV6048  ___________________________________________________________________
 KV6048* NAD 83(1986)-  40 14 43.     (N)    074 49 21.     (W)     SCALED    
 KV6048* NAVD 88     -        17.661  (meters)      57.94   (feet)  ADJUSTED  
 KV6048  ___________________________________________________________________
 KV6048  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KV6048  DYNAMIC HT  -          17.653 (meters)      57.92  (feet)  COMP
 KV6048  MODELED GRAV-     980,164.8   (mgal)                       NAVD 88
 KV6048
 KV6048  VERT ORDER  -  FIRST     CLASS I
 KV6048
 KV6048.The horizontal coordinates were scaled from a topographic map and have
 KV6048.an estimated accuracy of +/- 6 seconds.
 KV6048
 KV6048.The orthometric height was determined by differential leveling
 KV6048.and adjusted by the National Geodetic Survey in June 1991..
 KV6048
 KV6048.The geoid height was determined by GEOID03.
 KV6048
 KV6048.The dynamic height is computed by dividing the NAVD 88
 KV6048.geopotential number by the normal gravity value computed on the
 KV6048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6048.degrees latitude (g = 980.6199 gals.).
 KV6048
 KV6048.The modeled gravity was interpolated from observed gravity values.
 KV6048
 KV6048;                    North         East    Units  Estimated Accuracy
 KV6048;SPC NJ       -   156,800.      122,560.      MT  (+/- 180 meters Scaled)
 KV6048
 KV6048                          SUPERSEDED SURVEY CONTROL
 KV6048
 KV6048  NGVD 29 (01/10/92)   17.966  (m)           58.94   (f) ADJUSTED    1 1
 KV6048
 KV6048.Superseded values are not recommended for survey control.
 KV6048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6048.See file dsdata.txt to determine how the superseded data were derived.
 KV6048
 KV6048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK150549(NAD 83)
 KV6048_MARKER: DD = SURVEY DISK
 KV6048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6048_SP_SET: CONCRETE POST
 KV6048_MARK LOGO: NJGS  
 KV6048_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6048+STABILITY: SURFACE MOTION
 KV6048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6048+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1988
 KV6048
 KV6048  HISTORY     - Date     Condition        Report By
 KV6048  HISTORY     - 1977     MONUMENTED       NJGS
 KV6048  HISTORY     - 19880211 GOOD             NJGS
 KV6048
 KV6048                          STATION DESCRIPTION
 KV6048
 KV6048'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6048'2.46 KM (1.55 MI) WEST ON LOWER FERRY ROAD FROM THE JUNCTION OF LOWER
 KV6048'FERRY ROAD AND PARKWAY AVENUE TO THE DELAWARE RARITAN CANAL STATE
 KV6048'PARK, TURN RIGHT ON THE BIKE PATH AND PROCEED THRU THE GATE NORTHWEST
 KV6048'FOR 0.32 KM (0.20 MI) TO THE STATION ON THE LEFT, 11.72 M (38.5 FT)
 KV6048'NORTH OF A PK NAIL IN A 8 INCH MULBERRY TREE, 7.86 M (25.8 FT)
 KV6048'NORTHEAST OF A PK NAIL IN A 8 INCH MULBERRY TREE, 15.39 M (50.5 FT)
 KV6048'SOUTHWEST OF A PK NAIL IN THE NORTHEASTERN END OF A WOODEN BULKHEAD ON
 KV6048'THE WESTERN BANK OF THE CANAL, 9.0 M (29.5 FT) SOUTHWEST OF A PK NAIL
 KV6048'AT THE SOUTHWEST END OF THE SAME BULKHEAD, STATION IS NORTHWEST OF THE
 KV6048'RAILROAD OVERPASS OVER THE CANAL, 0.08 M (0.3 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6050 ***********************************************************************
 KV6050  DESIGNATION -  CANAL MON 922
 KV6050  PID         -  KV6050
 KV6050  STATE/COUNTY-  NJ/MERCER
 KV6050  USGS QUAD   -  PENNINGTON (1995)
 KV6050
 KV6050                         *CURRENT SURVEY CONTROL
 KV6050  ___________________________________________________________________
 KV6050* NAD 83(1996)-  40 15 25.31887(N)    074 50 17.53354(W)     ADJUSTED  
 KV6050* NAVD 88     -        17.660  (meters)      57.94   (feet)  ADJUSTED  
 KV6050  ___________________________________________________________________
 KV6050  X           -   1,274,852.376 (meters)                     COMP
 KV6050  Y           -  -4,704,632.246 (meters)                     COMP
 KV6050  Z           -   4,099,797.222 (meters)                     COMP
 KV6050  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 KV6050  ELLIP HEIGHT-         -15.77  (meters)          (10/23/02) GPS OBS
 KV6050  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KV6050  DYNAMIC HT  -          17.651 (meters)      57.91  (feet)  COMP
 KV6050  MODELED GRAV-     980,160.8   (mgal)                       NAVD 88
 KV6050
 KV6050  HORZ ORDER  -  FIRST
 KV6050  VERT ORDER  -  FIRST     CLASS I
 KV6050  ELLP ORDER  -  FOURTH    CLASS I
 KV6050
 KV6050.The horizontal coordinates were established by GPS observations
 KV6050.and adjusted by the National Geodetic Survey in May 1999..
 KV6050
 KV6050.The orthometric height was determined by differential leveling
 KV6050.and adjusted by the National Geodetic Survey in June 1991..
 KV6050
 KV6050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6050
 KV6050.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6050
 KV6050.The ellipsoidal height was determined by GPS observations
 KV6050.and is referenced to NAD 83.
 KV6050
 KV6050.The geoid height was determined by GEOID03.
 KV6050
 KV6050.The dynamic height is computed by dividing the NAVD 88
 KV6050.geopotential number by the normal gravity value computed on the
 KV6050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6050.degrees latitude (g = 980.6199 gals.).
 KV6050
 KV6050.The modeled gravity was interpolated from observed gravity values.
 KV6050
 KV6050;                    North         East     Units Scale Factor Converg.
 KV6050;SPC NJ       -   158,106.626   121,230.903   MT  0.99991019   -0 13 06.8
 KV6050;SPC NJ       -   518,721.49    397,738.39   sFT  0.99991019   -0 13 06.8
 KV6050;SPC PA S     -   106,645.938   847,661.202   MT  0.99996518   +1 53 21.0
 KV6050;SPC PA S     -   349,887.55  2,781,035.13   sFT  0.99996518   +1 53 21.0
 KV6050;UTM  18      - 4,456,298.559   513,758.959   MT  0.99960233   +0 06 16.4
 KV6050
 KV6050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6050!SPC NJ       -   1.00000247  x   0.99991019  =   0.99991266
 KV6050!SPC PA S     -   1.00000247  x   0.99996518  =   0.99996765
 KV6050!UTM  18      -   1.00000247  x   0.99960233  =   0.99960480
 KV6050
 KV6050                          SUPERSEDED SURVEY CONTROL
 KV6050
 KV6050  ELLIP H (05/14/99)  -15.73   (m)                       GP(       ) 4 1
 KV6050  NAD 83(1986)-  40 15 25.31727(N)    074 50 17.53613(W) AD(       ) 1
 KV6050  NGVD 29 (01/10/92)   17.962  (m)           58.93   (f) ADJUSTED    1 1
 KV6050
 KV6050.Superseded values are not recommended for survey control.
 KV6050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6050.See file dsdata.txt to determine how the superseded data were derived.
 KV6050
 KV6050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1375956299(NAD 83)
 KV6050_MARKER: DD = SURVEY DISK
 KV6050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6050_SP_SET: CONCRETE POST
 KV6050_STAMPING: CANAL MON 922
 KV6050_MARK LOGO: NJGS  
 KV6050_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6050+STABILITY: SURFACE MOTION
 KV6050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6050+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 KV6050
 KV6050  HISTORY     - Date     Condition        Report By
 KV6050  HISTORY     - 1977     MONUMENTED       NJGS
 KV6050  HISTORY     - 19880211 GOOD             NJGS
 KV6050  HISTORY     - 19900403 GOOD             NJGS
 KV6050  HISTORY     - 20060322 GOOD             AASCO
 KV6050
 KV6050                          STATION DESCRIPTION
 KV6050
 KV6050'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6050'THE STATION IS LOCATED NEAR THE NORTHWEST CORNER OF THE INTERSECTION
 KV6050'OF WEST UPPER FERRY ROAD AND THE DELAWARE RARITAN CANAL STATE PARK,
 KV6050'29.14 M (95.6 FT) NORTH OF THE CENTERLINE OF WEST UPPER FERRY ROAD,
 KV6050'13.9 M (45.6 FT) NORTH FROM THE CANAL GATE POST, 22.5 M (73.8 FT)
 KV6050'NORTHWEST FROM THE NORTHWEST END OF A CONCRETE PARAPET 3.1 M
 KV6050'(10.2 FT) EAST OF THE CENTERLINE OF THE BIKE PATH, 2.0 M (6.6 FT) WEST
 KV6050'OF THE TOP OF BANK OF THE CANAL, SET FLUSH WITH THE GROUND.
 KV6050
 KV6050                          STATION RECOVERY (1990)
 KV6050
 KV6050'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6050'THE STATION IS LOCATED IN EWING TOWNSHIP, ON THE NORTHWEST SIDE OF
 KV6050'WEST UPPER FERRY ROAD, ON THE SOUTHWEST BANK OF THE DELAWARE RARITAN
 KV6050'CANAL, NEAR THE JUNCTION OF WEST UPPER FERRY ROAD AND UPPER RIVER
 KV6050'ROAD IN THE DELAWARE RARITAN CANAL STATE PARK.  THE STATION IS 29.14
 KV6050'M (95.60 FT) NORTHWEST OF THE CENTERLINE OF WEST UPPER FERRY ROAD,
 KV6050'13.9 M (45.6 FT) NORTH FROM THE CANAL GATE POST, 22.5 M (73.8 FT)
 KV6050'NORTHWEST FROM THE NORTHWEST END OF A CONCRETE PARAPET, 3.1 M
 KV6050'(10.2 FT) NORTHEAST OF THE CENTERLINE OF THE BIKE PATH AND 2.0 M
 KV6050'(6.6 FT) SOUTHWEST OF THE TOP OF THE CANAL BANK.  THE STATION IS
 KV6050'FLUSH WITH THE GROUND.
 KV6050
 KV6050                          STATION RECOVERY (2006)
 KV6050
 KV6050'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV6050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0936 ***********************************************************************
 KV0936  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0936  DESIGNATION -  CANAL RM 1
 KV0936  PID         -  KV0936
 KV0936  STATE/COUNTY-  NJ/MIDDLESEX
 KV0936  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV0936
 KV0936                         *CURRENT SURVEY CONTROL
 KV0936  ___________________________________________________________________
 KV0936* NAD 83(1986)-  40 29 19.     (N)    074 26 03.     (W)     SCALED    
 KV0936* NAVD 88     -         1.668  (meters)       5.47   (feet)  ADJUSTED  
 KV0936  ___________________________________________________________________
 KV0936  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV0936  DYNAMIC HT  -           1.667 (meters)       5.47  (feet)  COMP
 KV0936  MODELED GRAV-     980,193.0   (mgal)                       NAVD 88
 KV0936
 KV0936  VERT ORDER  -  SECOND    CLASS 0
 KV0936
 KV0936.The horizontal coordinates were scaled from a topographic map and have
 KV0936.an estimated accuracy of +/- 6 seconds.
 KV0936
 KV0936.The orthometric height was determined by differential leveling
 KV0936.and adjusted by the National Geodetic Survey in June 1991..
 KV0936
 KV0936.This Tidal Bench Mark is designated as VM 2537
 KV0936.by the Center for Operational Oceanographic Products and Services.
 KV0936
 KV0936.The geoid height was determined by GEOID03.
 KV0936
 KV0936.The dynamic height is computed by dividing the NAVD 88
 KV0936.geopotential number by the normal gravity value computed on the
 KV0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0936.degrees latitude (g = 980.6199 gals.).
 KV0936
 KV0936.The modeled gravity was interpolated from observed gravity values.
 KV0936
 KV0936;                    North         East    Units  Estimated Accuracy
 KV0936;SPC NJ       -   183,770.      155,580.      MT  (+/- 180 meters Scaled)
 KV0936
 KV0936                          SUPERSEDED SURVEY CONTROL
 KV0936
 KV0936  NGVD 29 (04/16/92)    1.964  (m)            6.44   (f) ADJUSTED    2 0
 KV0936
 KV0936.Superseded values are not recommended for survey control.
 KV0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0936.See file dsdata.txt to determine how the superseded data were derived.
 KV0936
 KV0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK479821(NAD 83)
 KV0936_MARKER: DR = REFERENCE MARK DISK
 KV0936_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0936_SP_SET: CANAL LOCK WALL
 KV0936_STAMPING: NO 1
 KV0936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0936
 KV0936  HISTORY     - Date     Condition        Report By
 KV0936  HISTORY     - UNK      MONUMENTED       CGS
 KV0936  HISTORY     - 1961     GOOD             CGS
 KV0936  HISTORY     - 20010202 POOR             NJGS
 KV0936
 KV0936                          STATION DESCRIPTION
 KV0936
 KV0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0936'AT NEW BRUNSWICK.
 KV0936'0.6 MILE EAST OF RARITAN AVE BRIDGE AT OLD CANAL LOCK, IN THE
 KV0936'TOP OF THE NORTH WALL OF THE NORTH LOCK GATE.  SET IN A DRILL
 KV0936'HOLE IN THE TOP OF THE WALL.
 KV0936
 KV0936                          STATION RECOVERY (2001)
 KV0936
 KV0936'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV0936'THE CANAL LOCK WALL UPON WHICH THE STATION IS SET HAS BEEN COMPLETELY
 KV0936'DISASSEMBLED AND REBUILT STONE BY STONE AS PART OF A RESTORATION
 KV0936'PROJECT.  THE STATION DISK HAS BEEN BROKEN OFF AND ONLY THE STEM
 KV0936'REMAINS.  THE PUBLISHED ELEVATION IS NO LONGER VALID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0937 ***********************************************************************
 KV0937  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0937  DESIGNATION -  CANAL RM 2
 KV0937  PID         -  KV0937
 KV0937  STATE/COUNTY-  NJ/MIDDLESEX
 KV0937  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV0937
 KV0937                         *CURRENT SURVEY CONTROL
 KV0937  ___________________________________________________________________
 KV0937* NAD 83(1986)-  40 29 19.     (N)    074 26 03.     (W)     SCALED    
 KV0937* NAVD 88     -         1.673  (meters)       5.49   (feet)  ADJUSTED  
 KV0937  ___________________________________________________________________
 KV0937  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV0937  DYNAMIC HT  -           1.672 (meters)       5.49  (feet)  COMP
 KV0937  MODELED GRAV-     980,193.0   (mgal)                       NAVD 88
 KV0937
 KV0937  VERT ORDER  -  SECOND    CLASS 0
 KV0937
 KV0937.The horizontal coordinates were scaled from a topographic map and have
 KV0937.an estimated accuracy of +/- 6 seconds.
 KV0937
 KV0937.The orthometric height was determined by differential leveling
 KV0937.and adjusted by the National Geodetic Survey in June 1991..
 KV0937
 KV0937.This Tidal Bench Mark is designated as VM 2538
 KV0937.by the Center for Operational Oceanographic Products and Services.
 KV0937
 KV0937.The geoid height was determined by GEOID03.
 KV0937
 KV0937.The dynamic height is computed by dividing the NAVD 88
 KV0937.geopotential number by the normal gravity value computed on the
 KV0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0937.degrees latitude (g = 980.6199 gals.).
 KV0937
 KV0937.The modeled gravity was interpolated from observed gravity values.
 KV0937
 KV0937;                    North         East    Units  Estimated Accuracy
 KV0937;SPC NJ       -   183,770.      155,580.      MT  (+/- 180 meters Scaled)
 KV0937
 KV0937                          SUPERSEDED SURVEY CONTROL
 KV0937
 KV0937  NGVD 29 (04/16/92)    1.969  (m)            6.46   (f) ADJUSTED    2 0
 KV0937
 KV0937.Superseded values are not recommended for survey control.
 KV0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0937.See file dsdata.txt to determine how the superseded data were derived.
 KV0937
 KV0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK479821(NAD 83)
 KV0937_MARKER: DR = REFERENCE MARK DISK
 KV0937_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0937_SP_SET: LOCK WALL
 KV0937_STAMPING: NO 2
 KV0937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0937
 KV0937  HISTORY     - Date     Condition        Report By
 KV0937  HISTORY     - UNK      MONUMENTED       CGS
 KV0937  HISTORY     - 1961     GOOD             CGS
 KV0937  HISTORY     - 20010202 POOR             NJGS
 KV0937
 KV0937                          STATION DESCRIPTION
 KV0937
 KV0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0937'AT NEW BRUNSWICK.
 KV0937'0.6 MILE EAST OF RARITAN AVE. BRIDGE ON OLD CANAL LOCK, IN THE
 KV0937'TOP OF THE SOUTH LOCKWALL OF THE NORTHMOST LOCK, DIRECTLY ACROSS
 KV0937'THE LOCK DUE SOUTH OF BENCH MARK 3 AND 12 FEET EAST OF THE
 KV0937'EAST END OF OLD LOCK GATE OF NORTH LOCK.  SET IN DRILL HOLE IN
 KV0937'TOP OF WALL.
 KV0937
 KV0937                          STATION RECOVERY (2001)
 KV0937
 KV0937'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV0937'THE CANAL LOCK WALL UPON WHICH THE STATION IS SET HAS BEEN COMPLETELY
 KV0937'DISASSEMBLED AND REBUILT STONE BY STONE AS PART OF A RESTORATION
 KV0937'PROJECT. THE STATION DISK HAS BEEN BROKEN OFF AND ONLY THE STEM
 KV0937'REMAINS. THE PUBLISHED HEIGHT IS NO LONGER VALID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2940 ***********************************************************************
 JU2940  DESIGNATION -  CAPE
 JU2940  PID         -  JU2940
 JU2940  STATE/COUNTY-  NJ/CAPE MAY
 JU2940  USGS QUAD   -  STONE HARBOR (1972)
 JU2940
 JU2940                         *CURRENT SURVEY CONTROL
 JU2940  ___________________________________________________________________
 JU2940* NAD 83(1996)-  39 06 40.20903(N)    074 47 03.63145(W)     ADJUSTED  
 JU2940* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 JU2940  ___________________________________________________________________
 JU2940  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 JU2940  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 JU2940
 JU2940  HORZ ORDER  -  THIRD
 JU2940
 JU2940.The horizontal coordinates were established by classical geodetic methods
 JU2940.and adjusted by the National Geodetic Survey in September 1999..
 JU2940
 JU2940.The orthometric height was scaled from a topographic map.
 JU2940
 JU2940.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2940
 JU2940.The geoid height was determined by GEOID03.
 JU2940
 JU2940;                    North         East     Units Scale Factor Converg.
 JU2940;SPC NJ       -    30,879.340   125,409.498   MT  0.99990744   -0 10 45.7
 JU2940;SPC NJ       -   101,309.97    411,447.66   sFT  0.99990744   -0 10 45.7
 JU2940;UTM  18      - 4,329,135.399   518,644.950   MT  0.99960428   +0 08 09.8
 JU2940
 JU2940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2940!SPC NJ       -   1.00000510  x   0.99990744  =   0.99991254
 JU2940!UTM  18      -   1.00000510  x   0.99960428  =   0.99960938
 JU2940
 JU2940:                Primary Azimuth Mark                     Grid Az
 JU2940:SPC NJ       -  CHANNEL                                  170 10 57.7
 JU2940:UTM  18      -  CHANNEL                                  169 52 02.2
 JU2940
 JU2940|---------------------------------------------------------------------|
 JU2940| PID    Reference Object                     Distance      Geod. Az  |
 JU2940|                                                           dddmmss.s |
 JU2940| JU2939 CHANNEL                             APPROX. 5.6 KM 1700012.0 |
 JU2940| CB1319 CAPE RM 1                            30.000 METERS 29729     |
 JU2940|---------------------------------------------------------------------|
 JU2940
 JU2940                          SUPERSEDED SURVEY CONTROL
 JU2940
 JU2940  NAD 83(1991)-  39 06 40.18867(N)    074 47 03.63153(W) AD(       ) 3
 JU2940  NAD 83(1986)-  39 06 40.18824(N)    074 47 03.63225(W) AD(       ) 3
 JU2940  NAD 27      -  39 06 39.77600(N)    074 47 05.03700(W) AD(       ) 3
 JU2940
 JU2940.Superseded values are not recommended for survey control.
 JU2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2940.See file dsdata.txt to determine how the superseded data were derived.
 JU2940
 JU2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1864529135(NAD 83)
 JU2940_MARKER: DS = TRIANGULATION STATION DISK
 JU2940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2940
 JU2940  HISTORY     - Date     Condition        Report By
 JU2940  HISTORY     - 1936     MONUMENTED       CGS
 JU2940  HISTORY     - 1937     GOOD             CGS
 JU2940
 JU2940                          STATION DESCRIPTION
 JU2940
 JU2940'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2940'GO N ON ROUTE 4 FROM ROAD TO STONE HARBOR 2.45 MILES TO WHITE
 JU2940'HOUSE THAT IS ABOUT 60 METERS E OF THE HIGHWAY.  THERE IS A LANE
 JU2940'JUST S OF THE HOUSE THAT LEADS E THROUGH THE FIELDS TO THE
 JU2940'MARSH.  TURN E ON THIS LANE AND CONTINUE TO END.  STATION IS
 JU2940'LOCATED ABOUT 60 METERS E OF THE BUSH LINE IN THE MARSH ON LINE
 JU2940'WITH ROAD.
 JU2940'
 JU2940'STATION IS MARKED, AS DESCRIBED IN NOTE 1A, BY A STANDARD DISK,
 JU2940'STAMPED CAPE 1936, SET IN TOP OF A CONCRETE MONUMENT WHICH
 JU2940'PROJECTS 4 INCHES ABOVE GROUND.
 JU2940'
 JU2940'REFERENCE MARK NO.1 IS MARKED, AS DESCRIBED IN NOTE 11A, BY A
 JU2940'STANDARD DISK, STAMPED NO.1 CAPE 1936, SET IN TOP OF A CONCRETE
 JU2940'MONUMENT WHICH PROJECTS 4 INCHES ABOVE GROUND.
 JU2940'
 JU2940'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 JU2940
 JU2940                          STATION RECOVERY (1937)
 JU2940
 JU2940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2940'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD
 JU2940'CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1294 ***********************************************************************
 HU1294  DESIGNATION -  CAPE MAY
 HU1294  PID         -  HU1294
 HU1294  STATE/COUNTY-  NJ/CAPE MAY
 HU1294  USGS QUAD   -  CAPE MAY (1972)
 HU1294
 HU1294                         *CURRENT SURVEY CONTROL
 HU1294  ___________________________________________________________________
 HU1294* NAD 83(1996)-  38 56 00.00456(N)    074 57 36.69545(W)     ADJUSTED  
 HU1294* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HU1294  ___________________________________________________________________
 HU1294  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 HU1294  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 HU1294
 HU1294  HORZ ORDER  -  FIRST
 HU1294
 HU1294.The horizontal coordinates were established by classical geodetic methods
 HU1294.and adjusted by the National Geodetic Survey in September 1999..
 HU1294
 HU1294.The orthometric height was scaled from a topographic map.
 HU1294
 HU1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1294
 HU1294.The geoid height was determined by GEOID03.
 HU1294
 HU1294;                    North         East     Units Scale Factor Converg.
 HU1294;SPC NJ       -    11,201.048   110,101.637   MT  0.99991960   -0 17 21.1
 HU1294;SPC NJ       -    36,748.77    361,225.12   sFT  0.99991960   -0 17 21.1
 HU1294;UTM  18      - 4,309,379.448   503,450.175   MT  0.99960015   +0 01 30.1
 HU1294
 HU1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1294!SPC NJ       -   1.00000531  x   0.99991960  =   0.99992491
 HU1294!UTM  18      -   1.00000531  x   0.99960015  =   0.99960546
 HU1294
 HU1294:                Primary Azimuth Mark                     Grid Az
 HU1294:SPC NJ       -  NEW TANK                                 007 10 34.5
 HU1294:UTM  18      -  NEW TANK                                 006 51 43.3
 HU1294
 HU1294|---------------------------------------------------------------------|
 HU1294| PID    Reference Object                     Distance      Geod. Az  |
 HU1294|                                                           dddmmss.s |
 HU1294| HU1296 NEW TANK                            APPROX. 5.4 KM 0065313.4 |
 HU1294| JU2953 NORTH WILDWOOD STANDPIPE            APPROX.16.3 KM 0603733.2 |
 HU1294| HU1272 WILDWOOD LARGE STANDPIPE            APPROX.11.4 KM 0663924.3 |
 HU1294| HU1297 CAPE MAY FLAT TOP WATER TANK        APPROX. 3.3 KM 0671857.5 |
 HU1294| DC7885 CAPE MAY RM 2 AZIMUTH                              11348     |
 HU1294| HU1295 CAPE MAY RM 1                        28.818 METERS 12540     |
 HU1294| HU1293 CAPE MAY LIGHTHOUSE                  40.410 METERS 20359     |
 HU1294| DC7886 CAPE MAY RM 3                        34.160 METERS 22551     |
 HU1294| DC7884 CAPE MAY AZ MK                                     2993822.5 |
 HU1294| JU3367 FOURTEEN FOOT BANK LIGHT            APPROX.23.1 KM 3033735.4 |
 HU1294|---------------------------------------------------------------------|
 HU1294
 HU1294                          SUPERSEDED SURVEY CONTROL
 HU1294
 HU1294  NAD 83(1991)-  38 55 59.98799(N)    074 57 36.70688(W) AD(       ) 1
 HU1294  NAD 83(1986)-  38 55 59.98098(N)    074 57 36.70937(W) AD(       ) 1
 HU1294  NAD 27      -  38 55 59.57830(N)    074 57 38.07900(W) AD(       ) 1
 HU1294
 HU1294.Superseded values are not recommended for survey control.
 HU1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1294.See file dsdata.txt to determine how the superseded data were derived.
 HU1294
 HU1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0345009379(NAD 83)
 HU1294_MARKER: DS = TRIANGULATION STATION DISK
 HU1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1294
 HU1294  HISTORY     - Date     Condition        Report By
 HU1294  HISTORY     - 1932     MONUMENTED       CGS
 HU1294  HISTORY     - 1940     GOOD             CGS
 HU1294  HISTORY     - 1957     MARK NOT FOUND   CGS
 HU1294  HISTORY     - 1962     SEE DESCRIPTION  CGS
 HU1294  HISTORY     - 1970     SEE DESCRIPTION  NGS
 HU1294  HISTORY     - 1973     GOOD             NGS
 HU1294  HISTORY     - 1974     MARK NOT FOUND   NJGS
 HU1294  HISTORY     - 1975     GOOD             NGS
 HU1294
 HU1294                          STATION DESCRIPTION
 HU1294
 HU1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 HU1294'ON THE GROUNDS OF THE U.S. LIGHTHOUSE SERVICE AT CAPE MAY
 HU1294'POINT.  STATION IS NNE OF LIGHTHOUSE.  14.3 METERS N OF GRANITE
 HU1294'STONE AT N CORNER OF LIGHTHOUSE YARD.  19.8 METERS NNE OF N
 HU1294'CORNER OF BRICK BUILDING ON LIGHTHOUSE GROUNDS.
 HU1294'
 HU1294'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 HU1294'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 HU1294'
 HU1294'REFERENCE MARK NO.1 IS SE OF STATION, 30.8 METERS NNE OF N
 HU1294'CORNER OF GREY HOUSE, LIGHT TENDERS HOME.
 HU1294'
 HU1294'REFERENCE MARK NO. 2 IS E OF STATION, 9 METERS N OF CENTER LINE
 HU1294'OF OILED ROAD, 0.35 MILE E OF CAPE MAY POINT COAST GUARD HOUSE.
 HU1294'
 HU1294'REFERENCE MARK NO. 3 IS SW OF STATION.  23.8 METERS WSW OF
 HU1294'GRANITE STONE AT N CORNER OF LIGHTHOUSE YARD.  11 METERS NW OF
 HU1294'OUTSIDE OF LIGHTHOUSE.
 HU1294'
 HU1294'A TRAVERSE TIE WAS MADE FROM THIS STATION TO THE LIGHTHOUSE.
 HU1294'
 HU1294'HEIGHT OF SIGNAL ABOVE STATION MARK - 40 METERS.
 HU1294
 HU1294                          STATION RECOVERY (1940)
 HU1294
 HU1294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (HHH)
 HU1294'DESCRIPTION IS ADEQUATE.  DISTANCES TO REFERENCE MARKS WAS NOT
 HU1294'CHECKED.  LIGHTHOUSE IS NOW AUTOMATIC.  LIGHT-KEEPERS HOUSE IS
 HU1294'OCCUPIED BY OFFICER IN CHARGE OF COAST GUARD STATION.
 HU1294'
 HU1294'R.M. 2 IS 0.38 MILE EAST OF COAST GUARD BUILDING.
 HU1294
 HU1294                          STATION RECOVERY (1957)
 HU1294
 HU1294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VES)
 HU1294'REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD CONDITION.  NO
 HU1294'SEARCH WAS MADE FOR REFERENCE MARK 2.  THE AREA IN THE VICINITY
 HU1294'OF THE STATION WAS RECENTLY GRADED.  NO TRACE WAS FOUND OF THE
 HU1294'SURFACE STATION MARK, NO SEARCH WAS MADE FOR THE UNDERGROUND MARK.
 HU1294
 HU1294                          STATION RECOVERY (1962)
 HU1294
 HU1294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HU1294'NO MEASUREMENT BETWEEN RMS FENCE ON LINE
 HU1294'
 HU1294'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 3 WERE
 HU1294'RECOVERED.  THE SURFACE STATION MARK HAS BEEN KNOCKED OUT AND A
 HU1294'PAVED STREET BUILT OVER THE UNDERGROUND MARK.  A TOWER HAD TO BE
 HU1294'BUILT OVER REFERENCE MARK 1.   A TRAVERSE CONNECTION WAS MADE FROM
 HU1294'THE STATION TO REFERENCE MARK 1.   AN AZIMUTH MARK WAS ESTABLISHED
 HU1294'AT THIS TIME.  THE DIRECTION BETWEEN REFERENCE MARKS 1 AND 3
 HU1294'WAS FOUND TO BE 18 MINUTES AND 46 SECONDS SMALLER THAN THE
 HU1294'PREVIOUS DIRECTION.  THE DISTANCE TO REFERENCE MARK 1 WAS
 HU1294'FOUND TO BE 0.65 OF A FOOT LONGER THAN THE PREVIOUS
 HU1294'MEASUREMENT.  THE DISTANCE TO REFERENCE MARK 3 WAS FOUND TO BE
 HU1294'0.07 OF A FOOT LONGER THAN THE PREVIOUS MEASUREMENT.
 HU1294'
 HU1294'DUE TO VARIOUS CHANGES A NEW DESCRIPTION FOLLOWS.
 HU1294'
 HU1294'THE STATION IS LOCATED ON THE GROUNDS OF THE U.S. LIGHTHOUSE
 HU1294'SERVICE, CAPE MAY POINT ABOUT 2 MILES WEST OF THE BUSINESS
 HU1294'DISTRICT OF CAPE MAY.  IT IS 132.27 FEET SOUTHWEST OF THE
 HU1294'LIGHTHOUSE, 3 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE
 HU1294'PAVED ROAD, 45 FEET NORTH OF A FIRE HYDRANT, 30 FEET EAST OF
 HU1294'A POWER POLE AND 59 FEET SOUTH OF AN ANTENNA POLE.  THE
 HU1294'MONUMENT IS 20 INCHES UNDERGROUND AND THE DISK IS STAMPED CAPE
 HU1294'MAY 1932.
 HU1294'
 HU1294'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTHWEST ON THE
 HU1294'PAVED STREET FOR 0.05 MILE TO A CROSSSTREET.  TURN RIGHT AND GO
 HU1294'WEST ON YALE AVENUE FOR 0.3 MILE TO LAKE DRIVE.  TURN RIGHT AND
 HU1294'GO NORTH ON LAKE DRIVE FOR 0.05 MILE TO PRINCETON AVENUE AND
 HU1294'THE AZIMUTH MARK ON THE LEFT IN THE SOUTHWEST ANGLE OF THE
 HU1294'INTERSECTION.
 HU1294'
 HU1294'REFERENCE MARK 1 IS 5 FEET WEST OF A WITNESS POST, 42 FEET
 HU1294'NORTHEAST OF THE CENTERLINE OF THE PAVED ROAD, 27 FEET EAST OF
 HU1294'THE FIRE HYDRANT AND 132 FEET NORTHEAST OF THE LIGHTHOUSE.  THE
 HU1294'MONUMENT PROJECTS 10 INCHES AND THE DISK IS STAMPED CAPE MAY
 HU1294'NO 1 1932.
 HU1294'
 HU1294'REFERENCE MARK 3 IS 6 INCHES NORTHWEST OF A HIGH WIRE FENCE,
 HU1294'25 FEET SOUTHEAST OF THE CENTERLINE OF THE PAVED ROAD, 36 FEET
 HU1294'NORTHWEST OF THE LIGHTHOUSE AND 52 FEET EAST OF A POWER POLE.  THE
 HU1294'MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED CAPE MAY
 HU1294'NO 3 1932.
 HU1294'
 HU1294'THE AZIMUTH MARK IS 2 FEET SOUTH OF A WITNESS POST, 1.5 FEET
 HU1294'NORTHEAST OF A STREET SIGN POST, 23 FEET WEST OF THE CENTERLINE OF
 HU1294'LAKE DRIVE, 20 FEET SOUTH OF THE CENTERLINE OF PRINCETON AVENUE AND
 HU1294'40 FEET SOUTHWEST OF A POWER POLE.  THE MONUMENT PROJECTS 5 INCHES
 HU1294'AND THE DISK IS STAMPED CAPE MAY 1932.
 HU1294'
 HU1294'NOTE--REFERENCE MARK 2 WAS NOT FOUND AND SHOULD BE CONSIDERED LOST.
 HU1294'
 HU1294'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HU1294
 HU1294                          STATION RECOVERY (1970)
 HU1294
 HU1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1294'THE UNDERGROUND STATION MARK, RMS 1 AND 3 AND THE AZIMUTH MARK
 HU1294'WERE RECOVERED IN GOOD CONDITION.  THE 1962 RECOVERY NOTE BY
 HU1294'V.B.M. IS ADEQUATE EXCEPT FOR SOME ERRORS IN DIRECTION--STATION
 HU1294'IS 132.27 FEET NORTHEAST OF THE LIGHTHOUSE, NOT SOUTHWEST.  RM 1
 HU1294'IS 42.0 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, 77.0 FEET
 HU1294'SOUTHEAST OF A FIRE HYDRANT AND 132 FEET EAST OF THE
 HU1294'LIGHTHOUSE.  THE AZIMUTH MARK IS 1.5 FEET SOUTHWEST OF A
 HU1294'STREET SIGN POST.
 HU1294'
 HU1294'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1294'AT CAPE MAY POINT.
 HU1294
 HU1294                          STATION RECOVERY (1973)
 HU1294
 HU1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 HU1294'THE STATION MARK, REFERENCE MARK ONE, REFERENCE MARK THREE AND
 HU1294'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 HU1294'STATION SURFACE DISK WAS REPORTED DESTROYED BUT IT WAS FOUND
 HU1294'18-INCHES BELOW THE ROAD SURFACE.  ALL DISTANCES AND DIRECTION
 HU1294'TO ALL MARKS WERE WITHIN CLOSE AGREEMENT WITH THE 1962
 HU1294'OBSERVATIONS.  THE 1962 DESCRIPTION IS ADEQUATE WITH THE
 HU1294'EXCEPTIONS STATED IN THE RECOVERY NOTE WROTE IN 1970 BY
 HU1294'J.K.W.  AT THIS DATE THERE WAS SEVERAL LARGE CONSTRUCTION
 HU1294'MACHINES ON LINE WITH THE AZIMUTH MARK AND THE ANGLE COULD
 HU1294'NOT BE OBSERVED AT THIS TIME.  HOWEVER THE DISK WAS
 HU1294'RECOVERED AS DESCRIBED AND WILL SEE THE STATION WHEN THE
 HU1294'EQUIPMENT IS REMOVED.
 HU1294'
 HU1294'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1294'AT CAPE MAY POINT.
 HU1294
 HU1294                          STATION RECOVERY (1974)
 HU1294
 HU1294'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1974
 HU1294'REFERENCE MARK 2 HAS BEEN DESTROYED BY BEACH EROSION.
 HU1294
 HU1294                          STATION RECOVERY (1975)
 HU1294
 HU1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 HU1294'STATION MARK WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD
 HU1294'CONDITION.  IT WAS FOUND TO BE 37.4 FEET EAST SOUTHEAST OF
 HU1294'POWER POLE 8663, 6.3 FEET SOUTH OF A STEEL WITNESS POST AND
 HU1294'SIGN AND IS 20 INCHES BELOW THE SURFACE OF THE GRAVELED ROAD.
 HU1294'
 HU1294'REFERENCE MARK NO 1 WAS RECOVERED AND IT WAS FOUND TO BE IN
 HU1294'GOOD CONDITION.  IT IS IN A WELL KEPT MOWED AREA AND THE MARK
 HU1294'IS PROJECTING 6 INCHES.
 HU1294'
 HU1294'REFERENCE MARK NO 3 WAS RECOVERED AND IT WAS FOUND TO BE IN
 HU1294'GOOD CONDITION.  THIS MARK WAS FOUND TO BE 20.3 FEET EAST OF
 HU1294'THE CENTER OF A LARGE GATE, 3.5 FEET WEST OF THE CENTER OF A
 HU1294'SMALL GATE, 4 INCHES NORTH OF THE FENCE AND THE MARK IS
 HU1294'PROJECTING 5 INCHES.
 HU1294'
 HU1294'THE AZIMUTH MARK WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD
 HU1294'CONDITION AS IT WAS DESCRIBED IN THE 1962 DESCRIPTION.
 HU1294'
 HU1294'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1294'AT CAPE MAY POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1277 ***********************************************************************
 HU1277  DESIGNATION -  CAPE MAY CG ELECTRONICS MAST 1
 HU1277  PID         -  HU1277
 HU1277  STATE/COUNTY-  NJ/CAPE MAY
 HU1277  USGS QUAD   -  WILDWOOD (1972)
 HU1277
 HU1277                         *CURRENT SURVEY CONTROL
 HU1277  ___________________________________________________________________
 HU1277* NAD 83(1996)-  38 56 58.49769(N)    074 52 01.02657(W)     ADJUSTED  
 HU1277* NAVD 88     -                                                        
 HU1277  ___________________________________________________________________
 HU1277  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 HU1277  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 HU1277
 HU1277  HORZ ORDER  -  THIRD
 HU1277
 HU1277.The horizontal coordinates were established by classical geodetic methods
 HU1277.and adjusted by the National Geodetic Survey in September 1999..
 HU1277
 HU1277
 HU1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1277
 HU1277.The geoid height was determined by GEOID03.
 HU1277
 HU1277;                    North         East     Units Scale Factor Converg.
 HU1277;SPC NJ       -    12,967.977   118,192.871   MT  0.99991245   -0 13 50.5
 HU1277;SPC NJ       -    42,545.77    387,771.11   sFT  0.99991245   -0 13 50.5
 HU1277;UTM  18      - 4,311,190.159   511,529.049   MT  0.99960164   +0 05 01.1
 HU1277
 HU1277                          SUPERSEDED SURVEY CONTROL
 HU1277
 HU1277  NAD 83(1991)-  38 56 58.47876(N)    074 52 01.03504(W) AD(       ) 4
 HU1277  NAD 83(1986)-  38 56 58.47304(N)    074 52 01.03592(W) AD(       ) 4
 HU1277  NAD 27      -  38 56 58.06800(N)    074 52 02.42500(W) AD(       ) 3
 HU1277
 HU1277.Superseded values are not recommended for survey control.
 HU1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1277.See file dsdata.txt to determine how the superseded data were derived.
 HU1277
 HU1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1152911190(NAD 83)
 HU1277_MARKER: 28 = LORAN MAST
 HU1277
 HU1277  HISTORY     - Date     Condition        Report By
 HU1277  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1277  HISTORY     - 1970     GOOD             NGS
 HU1277  HISTORY     - 1975     GOOD             NGS
 HU1277  HISTORY     - 19910407 MARK NOT FOUND   USPSQD
 HU1277
 HU1277                          STATION DESCRIPTION
 HU1277
 HU1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HU1277'THE STATION IS THE CENTER OF THE TOP OF A UNIFORM STEEL MAST
 HU1277'PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL ORANGE AND
 HU1277'WHITE.  IT IS SUPPORTED BY GUY WIRES AND THE OVERALL HEIGHT IS
 HU1277'280 FEET.
 HU1277'
 HU1277'THE STATION IS ON THE PROPERTY OF THE U.S. COAST GUARD
 HU1277'ELECTRONICS ENGINEERING STATION, ABOUT 3/4 MILE SOUTHWEST OF THE
 HU1277'SOUTHWEST EDGE OF WILDWOOD CABLES, ABOUT 1-1/4 MILES NORTHEAST OF
 HU1277'THE CAPE MAY INLET AND ABOUT 0.1 MILE NORTHWEST OF THE COAST GUARD
 HU1277'ADMINISTRATION BUILDING.
 HU1277'
 HU1277'TO REACH FROM THE CAPE ISLAND CREEK BRIDGE AT THE NORTH EDGE OF
 HU1277'CAPE MAY ON LA FAYETTE STREET, GO NORTHERLY ON LA FAYETTE STREET
 HU1277'AND U.S. HIGHWAY 9 FOR 0.65 MILE TO A JUNCTION WITH STATE ROUTE
 HU1277'585.  TURN RIGHT AND GO EASTERLY ON STATE ROUTE 585 FOR 1.7 MILES
 HU1277'TO A TOLL BRIDGE OVER MIDDLE THOROFARE.  CONTINUE EASTERLY ON
 HU1277'ROUTE 585 FOR 1.05 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 HU1277'SOUTH AND WESTERLY FOR 0.6 MILE TO THE U.S. COAST GUARD
 HU1277'ADMINISTRATION BUILDING AND THE STATION.
 HU1277
 HU1277                          STATION RECOVERY (1970)
 HU1277
 HU1277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1277'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 HU1277'ADEQUATE WITH THE FOLLOWING ADDITIONS--COAST GUARD OFFICIALS STATE
 HU1277'THAT THIS TOWER WAS ERECTED IN 1958 AND IS ABOUT 625 FEET HIGH.
 HU1277'
 HU1277'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1277'2.5 MILES S OF WILDWOOD.
 HU1277
 HU1277                          STATION RECOVERY (1975)
 HU1277
 HU1277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JDS)
 HU1277'STATION RECOVERED IN GOOD CONDITION.  THERE ARE SOME DESCREPANCIES
 HU1277'IN THE ORIGINAL DESCRIPTION.  THE STATION IS A LORAN TOWER, NOT AN
 HU1277'ELECTRONICS MAST AND THE OVERALL HEIGHT IS 641 FEET, NOT 280
 HU1277'FEET.  A TRAVERSE WAS RUN TO THIS STATION AT THIS TIME AND A
 HU1277'DIFFERENCE OF -0.22 FT. IN X COORDINATE AND +4.53 FT. IN Y
 HU1277'COORDINATE WAS OBTAINED.  DATA ON THIS TRAVERSE WAS SUBMITTED TO
 HU1277'GEODESY.  THE POINT INTERSECTED WAS AN OBSTRUCTION LIGHT AT THE
 HU1277'TOP AND CENTER OF THE TOWER.
 HU1277'
 HU1277'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1277'ABOUT 2 MILES SOUTHWEST OF WILDWOOD.
 HU1277
 HU1277                          STATION RECOVERY (1991)
 HU1277
 HU1277'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 HU1277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1305 ***********************************************************************
 HU1305  DESIGNATION -  CAPE MAY CG STA WEST TK 1969
 HU1305  PID         -  HU1305
 HU1305  STATE/COUNTY-  NJ/CAPE MAY
 HU1305  USGS QUAD   -  CAPE MAY (1972)
 HU1305
 HU1305                         *CURRENT SURVEY CONTROL
 HU1305  ___________________________________________________________________
 HU1305* NAD 83(1996)-  38 56 47.32512(N)    074 53 34.08816(W)     ADJUSTED  
 HU1305* NAVD 88     -                                                        
 HU1305  ___________________________________________________________________
 HU1305  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 HU1305  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU1305
 HU1305  HORZ ORDER  -  THIRD
 HU1305
 HU1305.The horizontal coordinates were established by classical geodetic methods
 HU1305.and adjusted by the National Geodetic Survey in September 1999..
 HU1305
 HU1305
 HU1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1305
 HU1305.The geoid height was determined by GEOID03.
 HU1305
 HU1305;                    North         East     Units Scale Factor Converg.
 HU1305;SPC NJ       -    12,632.817   115,950.681   MT  0.99991427   -0 14 48.9
 HU1305;SPC NJ       -    41,446.17    380,414.86   sFT  0.99991427   -0 14 48.9
 HU1305;UTM  18      - 4,310,842.812   509,289.430   MT  0.99960106   +0 04 02.6
 HU1305
 HU1305                          SUPERSEDED SURVEY CONTROL
 HU1305
 HU1305  NAD 83(1991)-  38 56 47.30702(N)    074 53 34.09716(W) AD(       ) 4
 HU1305  NAD 83(1986)-  38 56 47.30103(N)    074 53 34.09870(W) AD(       ) 4
 HU1305  NAD 27      -  38 56 46.91209(N)    074 53 35.40862(W) AD(       ) 3
 HU1305
 HU1305.Superseded values are not recommended for survey control.
 HU1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1305.See file dsdata.txt to determine how the superseded data were derived.
 HU1305
 HU1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0928910843(NAD 83)
 HU1305_MARKER: 51 = TANK
 HU1305
 HU1305  HISTORY     - Date     Condition        Report By
 HU1305  HISTORY     - 1969     FIRST OBSERVED   CGS
 HU1305  HISTORY     - 1975     GOOD             NGS
 HU1305  HISTORY     - 19910405 GOOD             USPSQD
 HU1305  HISTORY     - 20051009 GOOD             GEOCAC
 HU1305
 HU1305                          STATION DESCRIPTION
 HU1305
 HU1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JDS)
 HU1305'STATION RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED ON
 HU1305'THE CAPE MAY COAST GUARD STATION ABOUT 300 FT. NORTHEAST OF THE
 HU1305'GUARD STATION AT THE ENTRANCE TO THE BASE.  THE POINT INTERSECTED
 HU1305'IS A ROD SUPPORTING TWO OBSTRUCTION LIGHTS ON THE TOP AND CENTER
 HU1305'OF THE TANK.
 HU1305'
 HU1305'NOTE--THE POINT INTERSECTED IS ABOUT 1 FT. OFF THE TRUE CENTER
 HU1305'OF THE TANK.
 HU1305'
 HU1305'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1305'AT CAPE MAY.
 HU1305
 HU1305                          STATION RECOVERY (1991)
 HU1305
 HU1305'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 HU1305'RECOVERED IN GOOD CONDITION.
 HU1305
 HU1305                          STATION RECOVERY (2005)
 HU1305
 HU1305'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 HU1305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1302 ***********************************************************************
 HU1302  DESIGNATION -  CAPE MAY CG TEL REPEATER TOWER
 HU1302  PID         -  HU1302
 HU1302  STATE/COUNTY-  NJ/CAPE MAY
 HU1302  USGS QUAD   -  CAPE MAY (1972)
 HU1302
 HU1302                         *CURRENT SURVEY CONTROL
 HU1302  ___________________________________________________________________
 HU1302* NAD 83(1996)-  38 56 40.95788(N)    074 54 20.94728(W)     ADJUSTED  
 HU1302* NAVD 88     -                                                        
 HU1302  ___________________________________________________________________
 HU1302  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 HU1302  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU1302
 HU1302  HORZ ORDER  -  THIRD
 HU1302
 HU1302.The horizontal coordinates were established by classical geodetic methods
 HU1302.and adjusted by the National Geodetic Survey in September 1999..
 HU1302
 HU1302
 HU1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1302
 HU1302.The geoid height was determined by GEOID03.
 HU1302
 HU1302;                    North         East     Units Scale Factor Converg.
 HU1302;SPC NJ       -    12,441.430   114,821.499   MT  0.99991523   -0 15 18.3
 HU1302;SPC NJ       -    40,818.26    376,710.20   sFT  0.99991523   -0 15 18.3
 HU1302;UTM  18      - 4,310,645.296   508,161.669   MT  0.99960082   +0 03 33.1
 HU1302
 HU1302                          SUPERSEDED SURVEY CONTROL
 HU1302
 HU1302  NAD 83(1991)-  38 56 40.94018(N)    074 54 20.95708(W) AD(       ) 4
 HU1302  NAD 83(1986)-  38 56 40.93390(N)    074 54 20.95883(W) AD(       ) 4
 HU1302  NAD 27      -  38 56 40.53000(N)    074 54 22.34100(W) AD(       ) 3
 HU1302
 HU1302.Superseded values are not recommended for survey control.
 HU1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1302.See file dsdata.txt to determine how the superseded data were derived.
 HU1302
 HU1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0816210645(NAD 83)
 HU1302_MARKER: 56 = SKELETON TOWER
 HU1302
 HU1302  HISTORY     - Date     Condition        Report By
 HU1302  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1302  HISTORY     - 1970     GOOD             NGS
 HU1302  HISTORY     - 1975     GOOD             NGS
 HU1302  HISTORY     - 19910416 GOOD             USPSQD
 HU1302  HISTORY     - 20051008 GOOD             GEOCAC
 HU1302
 HU1302                          STATION DESCRIPTION
 HU1302
 HU1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HU1302'THE STATION IS THE CENTER OF THE TOP OF THE TOWER.  IT IS A
 HU1302'4-LEGGED STEEL STRUCTURE WITH GUY WIRES ANCHORING IT TO THE
 HU1302'GROUND.  THERE IS A FAN AT THE TOP OF THE TOWER, AND A RED LIGHT AT
 HU1302'THE PEAK.  THE OVERALL HEIGHT OF THE TOWER IS ABOUT 200 FEET.
 HU1302'
 HU1302'THE TOWER IS LOCATED AT THE NORTHEAST EDGE OF THE TOWN OF CAPE
 HU1302'MAY.
 HU1302
 HU1302                          STATION RECOVERY (1970)
 HU1302
 HU1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1302'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 HU1302'ADEQUATE WITH THE FOLLOWING ADDITIONS--THE STATION IS A SLIM STEEL
 HU1302'SKELETON TOWER MOUNTED ON A SINGLE CONCRETE FOOTING.  IT IS ABOUT
 HU1302'300 FEET NORTHWEST OF DELAWARE AVENUE AND ABOUT 140 FEET NORTHEAST
 HU1302'OF PITTSBURG AVENUE.
 HU1302'
 HU1302'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1302'NE PORTION OF TOWN OF CAPE MAY.
 HU1302
 HU1302                          STATION RECOVERY (1975)
 HU1302
 HU1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JDS)
 HU1302'STATION RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION IS
 HU1302'ADEQUATE.
 HU1302'
 HU1302'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1302'AT CAPE MAY.
 HU1302
 HU1302                          STATION RECOVERY (1991)
 HU1302
 HU1302'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 HU1302'RECOVERED IN GOOD CONDITION.
 HU1302
 HU1302                          STATION RECOVERY (2005)
 HU1302
 HU1302'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 HU1302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2964 ***********************************************************************
 JU2964  DESIGNATION -  CAPE MAY COUNTY AIRPORT TANK
 JU2964  PID         -  JU2964
 JU2964  STATE/COUNTY-  NJ/CAPE MAY
 JU2964  USGS QUAD   -  RIO GRANDE (1994)
 JU2964
 JU2964                         *CURRENT SURVEY CONTROL
 JU2964  ___________________________________________________________________
 JU2964* NAD 83(1996)-  39 00 14.10909(N)    074 54 37.98057(W)     ADJUSTED  
 JU2964* NAVD 88     -                                                        
 JU2964  ___________________________________________________________________
 JU2964  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 JU2964  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 JU2964
 JU2964  HORZ ORDER  -  THIRD
 JU2964
 JU2964.This mark is at Cape May County Airport (WWD)
 JU2964
 JU2964.The horizontal coordinates were established by classical geodetic methods
 JU2964.and adjusted by the National Geodetic Survey in September 1999..
 JU2964
 JU2964
 JU2964.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2964
 JU2964.The geoid height was determined by GEOID03.
 JU2964
 JU2964;                    North         East     Units Scale Factor Converg.
 JU2964;SPC NJ       -    19,015.694   114,440.971   MT  0.99991556   -0 15 30.2
 JU2964;SPC NJ       -    62,387.32    375,461.75   sFT  0.99991556   -0 15 30.2
 JU2964;UTM  18      - 4,317,215.305   507,745.192   MT  0.99960074   +0 03 22.7
 JU2964
 JU2964                          SUPERSEDED SURVEY CONTROL
 JU2964
 JU2964  NAD 83(1991)-  39 00 14.09524(N)    074 54 37.98730(W) AD(       ) 4
 JU2964  NAD 83(1986)-  39 00 14.09062(N)    074 54 37.99053(W) AD(       ) 4
 JU2964  NAD 27      -  39 00 13.67400(N)    074 54 39.36100(W) AD(       ) 3
 JU2964
 JU2964.Superseded values are not recommended for survey control.
 JU2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2964.See file dsdata.txt to determine how the superseded data were derived.
 JU2964
 JU2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0774517215(NAD 83)
 JU2964_MARKER: 53 = ELEVATED TANK
 JU2964
 JU2964  HISTORY     - Date     Condition        Report By
 JU2964  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2964  HISTORY     - 1970     GOOD             NGS
 JU2964  HISTORY     - 1975     GOOD             NGS
 JU2964  HISTORY     - 1977     GOOD             NGS
 JU2964  HISTORY     - 1982     GOOD             NGS
 JU2964  HISTORY     - 19991002 MARK NOT FOUND   USPSQD
 JU2964  HISTORY     - 20060915 MARK NOT FOUND   GEOCAC
 JU2964
 JU2964                          STATION DESCRIPTION
 JU2964
 JU2964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU2964'STATION RECOVERED IN GOOD CONDITION.  THERE WAS NO PREVIOUS
 JU2964'DESCRIPTION, A NEW DESCRIPTION AS FOLLOWS--
 JU2964'
 JU2964'LOCATED ABOUT 2 MILES SOUTHEAST OF VILLAS AT THE CAPE MAY COUNTY
 JU2964'AIRPORT ON BREAKWATER ROAD.  IT IS 76.0 FEET WEST OF THE CENTERLINE
 JU2964'OF A STREET, AND 36.0 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 JU2964'CORNER OF A RED CONCRETE BLOCK PUMPHOUSE.  STATION IS THE LIGHT
 JU2964'ATOP A CONE SHAPED 4 LEGGED RED AND WHITE CHECKERED WATER TANK.
 JU2964
 JU2964                          STATION RECOVERY (1975)
 JU2964
 JU2964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JDS)
 JU2964'STATION RECOVERED IN GOOD CONDITION.
 JU2964'
 JU2964'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2964'ABOUT 5 MILES NORTH OF CAPE MAY.
 JU2964
 JU2964                          STATION RECOVERY (1977)
 JU2964
 JU2964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RPD)
 JU2964'STATION WAS RECOVERED IN GOOD CONDITION.  NO DESCRIPTION AVAILABLE.
 JU2964'
 JU2964'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ERMA, ABOUT 0.2
 JU2964'MILES WEST.
 JU2964
 JU2964                          STATION RECOVERY (1982)
 JU2964
 JU2964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (ARB)
 JU2964'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JU2964'
 JU2964'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CAPE MAY COUNTY
 JU2964'AIRPORT.
 JU2964
 JU2964                          STATION RECOVERY (1999)
 JU2964
 JU2964'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU2964'MARK NOT FOUND.
 JU2964
 JU2964                          STATION RECOVERY (2006)
 JU2964
 JU2964'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JU2964'TANK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1275 ***********************************************************************
 HU1275  DESIGNATION -  CAPE MAY HARBOR POLE SIGNAL
 HU1275  PID         -  HU1275
 HU1275  STATE/COUNTY-  NJ/CAPE MAY
 HU1275  USGS QUAD   -  WILDWOOD (1972)
 HU1275
 HU1275                         *CURRENT SURVEY CONTROL
 HU1275  ___________________________________________________________________
 HU1275* NAD 83(1996)-  38 57 08.00614(N)    074 52 21.97441(W)     ADJUSTED  
 HU1275* NAVD 88     -                                                        
 HU1275  ___________________________________________________________________
 HU1275  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 HU1275  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU1275
 HU1275  HORZ ORDER  -  THIRD
 HU1275
 HU1275.The horizontal coordinates were established by classical geodetic methods
 HU1275.and adjusted by the National Geodetic Survey in September 1999..
 HU1275
 HU1275
 HU1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1275
 HU1275.The geoid height was determined by GEOID03.
 HU1275
 HU1275;                    North         East     Units Scale Factor Converg.
 HU1275;SPC NJ       -    13,263.212   117,689.695   MT  0.99991285   -0 14 03.7
 HU1275;SPC NJ       -    43,514.39    386,120.27   sFT  0.99991285   -0 14 03.7
 HU1275;UTM  18      - 4,311,482.538   511,024.418   MT  0.99960150   +0 04 47.9
 HU1275
 HU1275                          SUPERSEDED SURVEY CONTROL
 HU1275
 HU1275  NAD 83(1991)-  38 57 07.98947(N)    074 52 21.98198(W) AD(       ) 4
 HU1275  NAD 83(1986)-  38 57 07.98308(N)    074 52 21.98365(W) AD(       ) 4
 HU1275  NAD 27      -  38 57 07.58000(N)    074 52 23.37000(W) AD(       ) 3
 HU1275
 HU1275.Superseded values are not recommended for survey control.
 HU1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1275.See file dsdata.txt to determine how the superseded data were derived.
 HU1275
 HU1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1102411483(NAD 83)
 HU1275_MARKER: DS = TRIANGULATION STATION DISK
 HU1275_SETTING: 0 = UNSPECIFIED SETTING
 HU1275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1275
 HU1275  HISTORY     - Date     Condition        Report By
 HU1275  HISTORY     - 1927     MONUMENTED       CGS
 HU1275
 HU1275                          STATION DESCRIPTION
 HU1275
 HU1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCM)
 HU1275'INTERSECTION STATION.  A POLE SIGNAL APPROXIMATELY 10 FEET HIGH
 HU1275'PLACED ON THE NORTHEASTERN BANK OF CAPE MAY HARBOR OR COLD SPRING
 HU1275'INLET.  THE STATION IS NOT PERMANENTLY MARKED AND IS NOT
 HU1275'RECOVERABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1293 ***********************************************************************
 HU1293  DESIGNATION -  CAPE MAY LIGHTHOUSE
 HU1293  PID         -  HU1293
 HU1293  STATE/COUNTY-  NJ/CAPE MAY
 HU1293  USGS QUAD   -  CAPE MAY (1972)
 HU1293
 HU1293                         *CURRENT SURVEY CONTROL
 HU1293  ___________________________________________________________________
 HU1293* NAD 83(1996)-  38 55 58.80725(N)    074 57 37.37731(W)     ADJUSTED  
 HU1293* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HU1293  ___________________________________________________________________
 HU1293  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 HU1293  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 HU1293
 HU1293  HORZ ORDER  -  FIRST
 HU1293
 HU1293.The horizontal coordinates were established by classical geodetic methods
 HU1293.and adjusted by the National Geodetic Survey in September 1999..
 HU1293
 HU1293.The orthometric height was scaled from a topographic map.
 HU1293
 HU1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1293
 HU1293.The geoid height was determined by GEOID03.
 HU1293
 HU1293;                    North         East     Units Scale Factor Converg.
 HU1293;SPC NJ       -    11,164.213   110,085.029   MT  0.99991961   -0 17 21.5
 HU1293;SPC NJ       -    36,627.92    361,170.63   sFT  0.99991961   -0 17 21.5
 HU1293;UTM  18      - 4,309,342.533   503,433.774   MT  0.99960015   +0 01 29.6
 HU1293
 HU1293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1293!SPC NJ       -   1.00000531  x   0.99991961  =   0.99992492
 HU1293!UTM  18      -   1.00000531  x   0.99960015  =   0.99960546
 HU1293
 HU1293:                Primary Azimuth Mark                     Grid Az
 HU1293:SPC NJ       -  GUARD                                    075 22 31.6
 HU1293:UTM  18      -  GUARD                                    075 03 40.5
 HU1293
 HU1293|---------------------------------------------------------------------|
 HU1293| PID    Reference Object                     Distance      Geod. Az  |
 HU1293|                                                           dddmmss.s |
 HU1293| HU1307 GUARD                               APPROX. 6.6 KM 0750510.1 |
 HU1293| HU1283 CAPE MAY COAST GUARD TANK           APPROX. 6.6 KM 0762018.9 |
 HU1293| HU1266 TWO MILE BEACH RADIO MAST           APPROX. 9.2 KM 0770038.3 |
 HU1293|---------------------------------------------------------------------|
 HU1293
 HU1293                          SUPERSEDED SURVEY CONTROL
 HU1293
 HU1293  NAD 83(1991)-  38 55 58.79334(N)    074 57 37.38599(W) AD(       ) 1
 HU1293  NAD 83(1986)-  38 55 58.78605(N)    074 57 37.38843(W) AD(       ) 1
 HU1293  NAD 27      -  38 55 58.38300(N)    074 57 38.75900(W) AD(       ) 1
 HU1293
 HU1293.Superseded values are not recommended for survey control.
 HU1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1293.See file dsdata.txt to determine how the superseded data were derived.
 HU1293
 HU1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0343409343(NAD 83)
 HU1293_MARKER: 13 = LIGHTHOUSE
 HU1293_MARK LOGO: CGS   
 HU1293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1293+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1984
 HU1293
 HU1293  HISTORY     - Date     Condition        Report By
 HU1293  HISTORY     - 1859     FIRST OBSERVED   CGS
 HU1293  HISTORY     - 1920     GOOD             CGS
 HU1293  HISTORY     - 1932     GOOD             CGS
 HU1293  HISTORY     - 1952     GOOD             CGS
 HU1293  HISTORY     - 1970     GOOD             NGS
 HU1293  HISTORY     - 1975     GOOD             NGS
 HU1293  HISTORY     - 19840115 GOOD             NOS
 HU1293  HISTORY     - 19910406 GOOD             USPSQD
 HU1293  HISTORY     - 20050917 GOOD             GEOCAC
 HU1293
 HU1293                          STATION DESCRIPTION
 HU1293
 HU1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (HAS)
 HU1293'NOT DESCRIBED.  LIGHTHOUSE STANDING AND USED AS A HYDROGRAPHIC
 HU1293'SIGNAL.
 HU1293
 HU1293                          STATION RECOVERY (1932)
 HU1293
 HU1293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 HU1293'A TRAVERSE TIE WAS MADE FROM A STATION IN THE LIGHTHOUSE RESERVATION
 HU1293'TO THE LIGHTHOUSE.  SEE DESCRIPTION OF STATION CAPE MAY.
 HU1293
 HU1293                          STATION RECOVERY (1952)
 HU1293
 HU1293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HOF)
 HU1293'THE LIGHTHOUSE IS STILL STANDING AND IS IN GOOD CONDITION.  A POSTED
 HU1293'LETTER DATED 15 MARCH 1948 WAS FOUND IN THE LIGHTHOUSE DOME, AND THE
 HU1293'HISTORY OF THE LIGHT, ACCORDING TO THE U.S. COAST GUARD, IS AS
 HU1293'FOLLOWS--
 HU1293'
 HU1293'THE ORIGINAL LIGHT WAS ERECTED IN 1823, APPROXIMATELY 550 YARDS, 230
 HU1293'DEGRESS TRUE FROM THE PRESENT LIGHT.  IN 1847, THE OLD LIGHT WAS
 HU1293'REMOVED AND REBUILT APPROXIMATELY 580 YARDS, 79 DEGREES TRUE FROM
 HU1293'ITS FORMER POSITION.  THE OLD ORIGINAL SITE IS NOW ENTIRELY COVERED
 HU1293'BY THE SEA, WELL OVER 100 YARDS OUT FROM THE PRESENT SHORE LINE.
 HU1293'IN 1859, A LARGER STRUCTURE WAS ERECTED AT A POSITION
 HU1293'APPROXIMATELY 195 YARDS, 333 DEGREES TRUE FROM THE 1947 SITE.  THIS
 HU1293'IS THE PRESENT LIGHTHOUSE WHICH IS STILL IN USE.  IT IS 170
 HU1293'FEET HIGH FROM THE GROUND.
 HU1293
 HU1293                          STATION RECOVERY (1970)
 HU1293
 HU1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1293'STATION RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY H.O.F. IN
 HU1293'1952 IS ADEQUATE WITH THE FOLLOWING ADDITION--THE LIGHTHOUSE IS A
 HU1293'WHITE CYLINDRICAL BRICK STRUCTURE WITH A BLACK TOP.
 HU1293'
 HU1293'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CAPE MAY POINT.
 HU1293
 HU1293                          STATION RECOVERY (1975)
 HU1293
 HU1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 HU1293'STATION RECOVERED IN GOOD CONDITION.
 HU1293
 HU1293                          STATION RECOVERY (1984)
 HU1293
 HU1293'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984
 HU1293'THE STATION IS A LIGHTHOUSE LOCATED ON CAPE MAY POINT IN CAPE MAY, NJ.
 HU1293'TO REACH STATION PROCEED TO CAPE MAY POINT.
 HU1293'STATION IS THE CENTER OF THE LIGHT MOUNTED ON THE LIGHTHOUSE WHICH IS
 HU1293'A WHITE CYLINDRICAL BRICK STRUCTURE WITH A BLACK TOP.
 HU1293
 HU1293                          STATION RECOVERY (1991)
 HU1293
 HU1293'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 HU1293'RECOVERED IN GOOD CONDITION.
 HU1293
 HU1293                          STATION RECOVERY (2005)
 HU1293
 HU1293'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 HU1293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1282 ***********************************************************************
 HU1282  DESIGNATION -  CAPE MAY LORAN TOWER
 HU1282  PID         -  HU1282
 HU1282  STATE/COUNTY-  NJ/CAPE MAY
 HU1282  USGS QUAD   -  WILDWOOD (1972)
 HU1282
 HU1282                         *CURRENT SURVEY CONTROL
 HU1282  ___________________________________________________________________
 HU1282* NAD 83(1996)-  38 56 58.54882(N)    074 52 01.03044(W)     ADJUSTED  
 HU1282* NAVD 88     -                                                        
 HU1282  ___________________________________________________________________
 HU1282  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 HU1282  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 HU1282
 HU1282  HORZ ORDER  -  THIRD
 HU1282
 HU1282.The horizontal coordinates were established by classical geodetic methods
 HU1282.and adjusted by the National Geodetic Survey in September 1999..
 HU1282
 HU1282
 HU1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1282
 HU1282.The geoid height was determined by GEOID03.
 HU1282
 HU1282;                    North         East     Units Scale Factor Converg.
 HU1282;SPC NJ       -    12,969.554   118,192.784   MT  0.99991245   -0 13 50.5
 HU1282;SPC NJ       -    42,550.95    387,770.83   sFT  0.99991245   -0 13 50.5
 HU1282;UTM  18      - 4,311,191.735   511,528.953   MT  0.99960164   +0 05 01.1
 HU1282
 HU1282                          SUPERSEDED SURVEY CONTROL
 HU1282
 HU1282  NAD 83(1991)-  38 56 58.52966(N)    074 52 01.03927(W) AD(       ) 4
 HU1282  NAD 83(1986)-  38 56 58.52392(N)    074 52 01.04123(W) AD(       ) 4
 HU1282  NAD 27      -  38 56 58.11205(N)    074 52 02.42787(W) AD(       ) 3
 HU1282
 HU1282.Superseded values are not recommended for survey control.
 HU1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1282.See file dsdata.txt to determine how the superseded data were derived.
 HU1282
 HU1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1152911192(NAD 83)
 HU1282_MARKER: 55 = TOWER
 HU1282
 HU1282  HISTORY     - Date     Condition        Report By
 HU1282  HISTORY     - 1975     FIRST OBSERVED   NGS
 HU1282  HISTORY     - 1982     GOOD             NGS
 HU1282  HISTORY     - 19910405 GOOD             USPSQD
 HU1282
 HU1282                          STATION DESCRIPTION
 HU1282
 HU1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (ARB)
 HU1282'RECOVERED IN GOOD CONDITION NO DESCRIPTION AVAILABLE QUAD 390743
 HU1282'1033.
 HU1282'
 HU1282'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CAPE MAY GOAST
 HU1282'GUARD ELECTRONICS ENGINEERING STATION.
 HU1282
 HU1282                          STATION RECOVERY (1991)
 HU1282
 HU1282'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 HU1282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1299 ***********************************************************************
 HU1299  DESIGNATION -  CAPE MAY MUNICIPAL TANK
 HU1299  PID         -  HU1299
 HU1299  STATE/COUNTY-  NJ/CAPE MAY
 HU1299  USGS QUAD   -  CAPE MAY (1972)
 HU1299
 HU1299                         *CURRENT SURVEY CONTROL
 HU1299  ___________________________________________________________________
 HU1299* NAD 83(1996)-  38 56 13.98623(N)    074 54 54.59243(W)     ADJUSTED  
 HU1299* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 HU1299  ___________________________________________________________________
 HU1299  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 HU1299  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU1299
 HU1299  HORZ ORDER  -  THIRD
 HU1299
 HU1299.The horizontal coordinates were established by classical geodetic methods
 HU1299.and adjusted by the National Geodetic Survey in September 1999..
 HU1299
 HU1299.The orthometric height was scaled from a topographic map.
 HU1299
 HU1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1299
 HU1299.The geoid height was determined by GEOID03.
 HU1299
 HU1299;                    North         East     Units Scale Factor Converg.
 HU1299;SPC NJ       -    11,613.423   114,007.559   MT  0.99991595   -0 15 39.3
 HU1299;SPC NJ       -    38,101.71    374,039.80   sFT  0.99991595   -0 15 39.3
 HU1299;UTM  18      - 4,309,813.100   507,352.537   MT  0.99960067   +0 03 11.9
 HU1299
 HU1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1299!SPC NJ       -   1.00000484  x   0.99991595  =   0.99992079
 HU1299!UTM  18      -   1.00000484  x   0.99960067  =   0.99960551
 HU1299
 HU1299                          SUPERSEDED SURVEY CONTROL
 HU1299
 HU1299  NAD 83(1991)-  38 56 13.96864(N)    074 54 54.60279(W) AD(       ) 3
 HU1299  NAD 83(1986)-  38 56 13.96186(N)    074 54 54.60644(W) AD(       ) 3
 HU1299  NAD 27      -  38 56 13.55800(N)    074 54 55.98600(W) AD(       ) 3
 HU1299
 HU1299.Superseded values are not recommended for survey control.
 HU1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1299.See file dsdata.txt to determine how the superseded data were derived.
 HU1299
 HU1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0735309813(NAD 83)
 HU1299_MARKER: 53 = ELEVATED TANK
 HU1299
 HU1299  HISTORY     - Date     Condition        Report By
 HU1299  HISTORY     - 1936     FIRST OBSERVED   CGS
 HU1299  HISTORY     - 1937     GOOD             CGS
 HU1299  HISTORY     - 1957     GOOD             CGS
 HU1299  HISTORY     - 1962     GOOD             CGS
 HU1299  HISTORY     - 1970     GOOD             NGS
 HU1299  HISTORY     - 1975     GOOD             NGS
 HU1299  HISTORY     - 19910406 GOOD             USPSQD
 HU1299  HISTORY     - 20050918 GOOD             GEOCAC
 HU1299
 HU1299                          STATION DESCRIPTION
 HU1299
 HU1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 HU1299'THE LARGE, FLAT-TOPPED, WATER TANK IN THE NE SECTION OF THE CITY
 HU1299'OF CAPE MAY.  TANK IS NOW PAINTED BLACK WITH YELLOW STRIPES.  POINT
 HU1299'SIGHTED ON WAS THE CENTER OF THE BALL ON TOP OF TANK.
 HU1299
 HU1299                          STATION RECOVERY (1937)
 HU1299
 HU1299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 HU1299'RECOVERED IN EXCELLENT CONDITION.  THE OLD TANK WAS TORN DOWN
 HU1299'IN 1935 WHEN THIS NEW TANK WAS BUILT.  THE ELEVATION OF TOP OF
 HU1299'TANK IS ABOUT 145 FEET ABOVE HIGH WATER AND 60 FEET IN DIAMETER
 HU1299'SUPPORTED ON 8 LEGS AND THE STRUCTURE IS PAINTED BLACK WITH
 HU1299'YELLOW STRIPES.
 HU1299
 HU1299                          STATION RECOVERY (1957)
 HU1299
 HU1299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VES)
 HU1299'THE ORIGINAL DESCRIPTION AND THE DESCRIPTIVE STATION NAME ARE
 HU1299'INCONGRUENT.  ACCORDING TO A.D. REEVES AND E.G. FOX OF THE CAPE
 HU1299'MAY WATER DEPT., THERE HAS BEEN ONLY TWO WATER TANKS IN CAPE
 HU1299'MAY SINCE 1929.  THE EARLY, FLAT-TOPPED (ROOFLESS) TANK WAS TORN
 HU1299'DOWN IN 1935.  THE SECOND, ROUND-ROOFED WATER TANK WAS BUILT AND
 HU1299'COMMISSIONED THAT SAME YEAR.  THE DESCRIPTION OF THIS NEW TANK
 HU1299'IS INACCURATE AND INADEQUATE, A NEW ONE FOLLOWS.
 HU1299'
 HU1299'THE STATION IS LOCATED IN CAPE MAY AT THE INTERSECTION OF
 HU1299'COLUMBIA AND MADISON STREETS.  THE TANK IS A 128 FT. HIGH, ROUND
 HU1299'BOTTOMED, ELEVATED, STEEL STRUCTURE SUPPORTED BY 10 I-BEAM
 HU1299'LEGS.  THE 700,000 GALLON CAPACITY TANK WAS BUILT IN 1935.  THE
 HU1299'ROUND ROOF IS SURMOUNTED BY A STANDARD, RED AIRCRAFT OBSTRUCTION
 HU1299'LIGHT.
 HU1299
 HU1299                          STATION RECOVERY (1962)
 HU1299
 HU1299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HU1299'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  THE TANK IS
 HU1299'AN 8-LEGGED STEEL STRUCTURE, PAINTED BLACK WITH YELLOW STRIPES.  THE
 HU1299'LEGEND CAPE MAY IS LETTERED IN WHITE ON THE NORTH AND SOUTH SIDES.
 HU1299'
 HU1299'THE STATION IS LOCATED WEST OF THE INTERSECTION OF COLUMBIA
 HU1299'AND MADISON AVENUES, IN CAPE MAY.
 HU1299
 HU1299                          STATION RECOVERY (1970)
 HU1299
 HU1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1299'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 HU1299'ADEQUATE WITH THE FOLLOWING CHANGES--THIS IS A 10 LEGGED WATER
 HU1299'TANK PAINTED SOLID BLUE WITH CAPE MAY LETTERED IN BLACK.  IT IS
 HU1299'90.0 FEET WEST-SOUTHWEST OF MADISON AVENUE AND 106.0 FEET
 HU1299'NORTHWEST OF COLUMBIA AVENUE.
 HU1299
 HU1299                          STATION RECOVERY (1975)
 HU1299
 HU1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 HU1299'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 HU1299'RECOVERY NOTE OF J.K.W. IN 1970.
 HU1299
 HU1299                          STATION RECOVERY (1991)
 HU1299
 HU1299'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 HU1299'RECOVERED IN GOOD CONDITION.
 HU1299
 HU1299                          STATION RECOVERY (2005)
 HU1299
 HU1299'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 HU1299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1295 ***********************************************************************
 HU1295  DESIGNATION -  CAPE MAY RM 1
 HU1295  PID         -  HU1295
 HU1295  STATE/COUNTY-  NJ/CAPE MAY
 HU1295  USGS QUAD   -  CAPE MAY (1972)
 HU1295
 HU1295                         *CURRENT SURVEY CONTROL
 HU1295  ___________________________________________________________________
 HU1295* NAD 83(1996)-  38 55 59.45967(N)    074 57 35.72339(W)     ADJUSTED  
 HU1295* NAVD 88     -         2.0    (meters)       7.     (feet)  GPS OBS   
 HU1295  ___________________________________________________________________
 HU1295  X           -   1,289,160.463 (meters)                     COMP
 HU1295  Y           -  -4,797,786.147 (meters)                     COMP
 HU1295  Z           -   3,986,528.690 (meters)                     COMP
 HU1295  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 HU1295  ELLIP HEIGHT-         -33.44  (meters)          (10/23/02) GPS OBS
 HU1295  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 HU1295
 HU1295  HORZ ORDER  -  FIRST
 HU1295  ELLP ORDER  -  FOURTH    CLASS I
 HU1295
 HU1295.The horizontal coordinates were established by GPS observations
 HU1295.and adjusted by the National Geodetic Survey in May 1999..
 HU1295
 HU1295.The orthometric height was determined by GPS observations and a
 HU1295.high-resolution geoid model.
 HU1295
 HU1295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU1295
 HU1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1295
 HU1295.The ellipsoidal height was determined by GPS observations
 HU1295.and is referenced to NAD 83.
 HU1295
 HU1295.The geoid height was determined by GEOID03.
 HU1295
 HU1295;                    North         East     Units Scale Factor Converg.
 HU1295;SPC NJ       -    11,184.129   110,124.963   MT  0.99991957   -0 17 20.5
 HU1295;SPC NJ       -    36,693.26    361,301.65   sFT  0.99991957   -0 17 20.5
 HU1295;UTM  18      - 4,309,362.662   503,473.585   MT  0.99960015   +0 01 30.7
 HU1295
 HU1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1295!SPC NJ       -   1.00000525  x   0.99991957  =   0.99992482
 HU1295!UTM  18      -   1.00000525  x   0.99960015  =   0.99960539
 HU1295
 HU1295:                Primary Azimuth Mark                     Grid Az
 HU1295:SPC NJ       -  WILDWOOD LARGE STANDPIPE                 066 49 19.2
 HU1295:UTM  18      -  WILDWOOD LARGE STANDPIPE                 066 30 28.0
 HU1295
 HU1295|---------------------------------------------------------------------|
 HU1295| PID    Reference Object                     Distance      Geod. Az  |
 HU1295|                                                           dddmmss.s |
 HU1295| HU1272 WILDWOOD LARGE STANDPIPE            APPROX.11.4 KM 0663158.7 |
 HU1295| HU1302 CAPE MAY CG TEL REPEATER TOWER      APPROX. 4.9 KM 0744325.8 |
 HU1295| HU0022 HANGER                              APPROX. 6.5 KM 0751346.8 |
 HU1295| HU1283 CAPE MAY COAST GUARD TANK           APPROX. 6.6 KM 0762537.4 |
 HU1295| HU1266 TWO MILE BEACH RADIO MAST           APPROX. 9.2 KM 0770438.4 |
 HU1295| HU1277 CAPE MAY CG ELECTRONICS MAST 1      APPROX. 8.3 KM 0771435.4 |
 HU1295| HU1293 CAPE MAY LIGHTHOUSE                  44.628 METERS 24312     |
 HU1295| DC7886 CAPE MAY RM 3                                      26142     |
 HU1295| DC7884 CAPE MAY AZ MK                                     2995859.6 |
 HU1295| HU1294 CAPE MAY                             28.818 METERS 30540     |
 HU1295|---------------------------------------------------------------------|
 HU1295
 HU1295                          SUPERSEDED SURVEY CONTROL
 HU1295
 HU1295  ELLIP H (05/14/99)  -33.45   (m)                       GP(       ) 4 1
 HU1295  NAD 83(1991)-  38 55 59.45905(N)    074 57 35.72296(W) AD(       ) 1
 HU1295  ELLIP H (03/31/93)  -33.53   (m)                       GP(       ) 3 2
 HU1295  NAD 83(1991)-  38 55 59.44306(N)    074 57 35.73485(W) AD(       ) 2
 HU1295  NAD 83(1986)-  38 55 59.43597(N)    074 57 35.73719(W) AD(       ) 2
 HU1295  NAD 27      -  38 55 59.03340(N)    074 57 37.10700(W) AD(       ) 2
 HU1295  NGVD 29 (07/19/86)    2.1    (m)            7.     (f) VERT ANG       
 HU1295
 HU1295.Superseded values are not recommended for survey control.
 HU1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1295.See file dsdata.txt to determine how the superseded data were derived.
 HU1295
 HU1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0347409363(NAD 83)
 HU1295_MARKER: DR = REFERENCE MARK DISK
 HU1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1295_SP_SET: CONCRETE POST
 HU1295_STAMPING: CAPE MAY NO 1 1932
 HU1295_MARK LOGO: CGS   
 HU1295_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1295+STABILITY: SURFACE MOTION
 HU1295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1295+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 HU1295
 HU1295  HISTORY     - Date     Condition        Report By
 HU1295  HISTORY     - 1932     MONUMENTED       CGS
 HU1295  HISTORY     - 1962     GOOD             CGS
 HU1295  HISTORY     - 19900821 GOOD             NJGS
 HU1295  HISTORY     - 20001003 GOOD             NGS
 HU1295  HISTORY     - 20050917 GOOD             GEOCAC
 HU1295
 HU1295                          STATION DESCRIPTION
 HU1295
 HU1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HU1295'THE STATION IS LOCATED ON THE GROUNDS OF THE U.S. LIGHTHOUSE
 HU1295'SERVICE, CAPE MAY POINT ABOUT 2 MILES WEST OF THE BUSINESS
 HU1295'DISTRICT OF CAPE MAY.
 HU1295'
 HU1295'THE STATION MARK IS 5 FEET WEST OF A WITNESS POST, 42 FEET
 HU1295'NORTHEAST OF THE CENTERLINE OF THE PAVED ROAD, 27 FEET EAST OF
 HU1295'THE FIRE HYDRANT AND 132 FEET NORTHEAST OF THE LIGHTHOUSE.  THE
 HU1295'MONUMENT PROJECTS 10 INCHES AND THE DISK IS STAMPED CAPE MAY
 HU1295'NO 1 1932.
 HU1295
 HU1295                          STATION RECOVERY (1990)
 HU1295
 HU1295'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 HU1295'THE STATION IS LOCATED IN CAPE MAY POINT, ON THE GROUNDS OF CAPE MAY
 HU1295'LIGHTHOUSE PARK.  CONTACT MR DEAN CRAMER, THE PARK SUPERINTENDENT AT
 HU1295'609 884 2159 TO OCCUPY THE STATION.  TO REACH THE STATION FROM THE
 HU1295'JUNCTION OF LAFAYETTE STREET, COUNTY ROAD 633 AND SUNSET BOULEVARD,
 HU1295'COUNTY ROAD 606, IN CAPE MAY CITY, GO 2.25 MI (3.62 KM) WEST ON ROUTE
 HU1295'606 TO LIGHTHOUSE AVENUE, TRUCK ROUTE 629, TURN LEFT AND GO 0.7 MI
 HU1295'(1.1 KM) SOUTH TO THE ENTRANCE ROAD FOR LIGHTHOUSE PARK, TURN LEFT
 HU1295'AND GO 0.05 MI (0.08 KM) TO THE GATE HOUSE, TURN RIGHT AND GO ABOUT
 HU1295'25 M (82.0 FT) TO THE STATION ON THE LEFT AT THE SOUTH SIDE OF THE
 HU1295'BAYBERRY BUSHES.  THE STATION IS 42 FT (12.8 M) EAST OF THE
 HU1295'CENTERLINE OF THE PARKING LOT ENTRANCE ROAD ON THE EAST SIDE OF THE
 HU1295'PARK COMPLEX, 39.8 M (130.6 FT) NORTH OF POLE BT56CP AT THE NORTHWEST
 HU1295'CORNER OF THE ACCESS ROAD TO THE PARKING LOT AND THE DIRT LANE TO THE
 HU1295'MAINTENANCE AREA, 12.6 M (41.3 FT) SOUTH OF AN ALUMINUM FLAG POLE,
 HU1295'EAST NORTHEAST OF THE LIGHTHOUSE AND PROJECTING 0.5 FT (0.2 M) ABOVE
 HU1295'THE GROUND.
 HU1295
 HU1295                          STATION RECOVERY (2000)
 HU1295
 HU1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RWS)
 HU1295'RECOVERED IN GOOD CONDITION.
 HU1295
 HU1295                          STATION RECOVERY (2005)
 HU1295
 HU1295'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 HU1295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4009 ***********************************************************************
 KV4009  DESIGNATION -  CAPITOL
 KV4009  PID         -  KV4009
 KV4009  STATE/COUNTY-  NJ/HUDSON
 KV4009  USGS QUAD   -  WEEHAWKEN (1995)
 KV4009
 KV4009                         *CURRENT SURVEY CONTROL
 KV4009  ___________________________________________________________________
 KV4009* NAD 83(1996)-  40 46 51.12299(N)    074 01 17.24270(W)     ADJUSTED  
 KV4009* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 KV4009  ___________________________________________________________________
 KV4009  LAPLACE CORR-           6.39  (seconds)                    DEFLEC99
 KV4009  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV4009
 KV4009  HORZ ORDER  -  SECOND
 KV4009
 KV4009.The horizontal coordinates were established by classical geodetic methods
 KV4009.and adjusted by the National Geodetic Survey in September 1999..
 KV4009
 KV4009.The orthometric height was scaled from a topographic map.
 KV4009
 KV4009.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4009
 KV4009.The geoid height was determined by GEOID03.
 KV4009
 KV4009;                    North         East     Units Scale Factor Converg.
 KV4009;SPC NJ       -   216,325.118   190,391.443   MT  0.99992007   +0 18 45.3
 KV4009;SPC NJ       -   709,726.66    624,642.59   sFT  0.99992007   +0 18 45.3
 KV4009;SPC NY L     -    68,204.825   298,188.812   MT  0.99999563   -0 00 50.5
 KV4009;SPC NY L     -   223,768.66    978,307.79   sFT  0.99999563   -0 00 50.5
 KV4009;UTM  18      - 4,514,892.309   582,569.579   MT  0.99968391   +0 38 21.1
 KV4009
 KV4009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4009!SPC NJ       -   0.99999626  x   0.99992007  =   0.99991633
 KV4009!SPC NY L     -   0.99999626  x   0.99999563  =   0.99999189
 KV4009!UTM  18      -   0.99999626  x   0.99968391  =   0.99968017
 KV4009
 KV4009:                Primary Azimuth Mark                     Grid Az
 KV4009:SPC NJ       -  LOEWS                                    029 40 24.2
 KV4009:SPC NY L     -  LOEWS                                    030 00 00.0
 KV4009:UTM  18      -  LOEWS                                    029 20 48.4
 KV4009
 KV4009|---------------------------------------------------------------------|
 KV4009| PID    Reference Object                     Distance      Geod. Az  |
 KV4009|                                                           dddmmss.s |
 KV4009| KV4065 LOEWS                               APPROX. 2.1 KM 0295909.5 |
 KV4009| CB5744 CAPITOL EAST CROSS                    2.245 METERS 15433     |
 KV4009| CB5745 CAPITOL WEST CROSS                    5.354 METERS 28728     |
 KV4009|---------------------------------------------------------------------|
 KV4009
 KV4009                          SUPERSEDED SURVEY CONTROL
 KV4009
 KV4009  NAD 83(1996)-  40 46 51.12297(N)    074 01 17.24273(W) AD(       ) 2
 KV4009  NAD 83(1996)-  40 46 51.12249(N)    074 01 17.24368(W) AD(       ) 2
 KV4009  NAD 83(1992)-  40 46 51.12149(N)    074 01 17.24395(W) AD(       ) 2
 KV4009  NAD 83(1986)-  40 46 51.12574(N)    074 01 17.24477(W) AD(       ) 2
 KV4009  NAD 27      -  40 46 50.75900(N)    074 01 18.73600(W) AD(       ) 2
 KV4009
 KV4009.Superseded values are not recommended for survey control.
 KV4009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4009.See file dsdata.txt to determine how the superseded data were derived.
 KV4009
 KV4009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8257014892(NAD 83)
 KV4009_MARKER: DS = TRIANGULATION STATION DISK
 KV4009_SETTING: 0 = UNSPECIFIED SETTING
 KV4009
 KV4009  HISTORY     - Date     Condition        Report By
 KV4009  HISTORY     - 1932     MONUMENTED       CGS
 KV4009  HISTORY     - 1933     GOOD             CGS
 KV4009  HISTORY     - 1952     GOOD             CGS
 KV4009
 KV4009                          STATION DESCRIPTION
 KV4009
 KV4009'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4009'THIS STATION IS W OF THE HUDSON RIVER, IN UNION CITY ON THE E
 KV4009'SIDE OF BERGENLINE AVENUE BETWEEN 47TH AND 48TH STREETS, ATOP
 KV4009'THE FLAT-ROOF OVER THE DRESSING ROOMS OF THE CAPITOL THEATRE
 KV4009'(A RED-BRICK BUILDING).  IT IS LOCATED NEAR THE SE CORNER OF
 KV4009'THE ROOF NE OF THE SOUTHERLY OF TWO WATER TANKS.
 KV4009'
 KV4009'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KV4009'STAMPED CAPITOL-1932 SET IN THE TOP OF A DOME-SHAPED CONCRETE
 KV4009'MONUMENT (SECURED TO THE CONCRETE ROOF WITH LAG SCREWS).  AS
 KV4009'REFERENCE MARKS THREE CROSSES WERE CUT IN THE UPPER SURFACE OF THE
 KV4009'I-BEAM SUPPORTING THE SOUTHERLY WATER TANK.  CROSS CUT NO.1
 KV4009'IS NEAR THE E END OF THE BEAM.  CROSS CUT NO.2 NEAR THE W END,
 KV4009'AND NO.3 MIDWAY OF 1 AND 2.  ADDITIONAL REFERENCE MEASUREMENTS
 KV4009'WERE TAKEN AS FOLLOWS--
 KV4009'
 KV4009'TO SE CORNER OF SKYLIGHT 3.80 METERS
 KV4009'
 KV4009'TO SW CORNER OF SKYLIGHT 5.90 METERS
 KV4009'
 KV4009'TO NE CORNER OF SKYLIGHT 9.55 METERS
 KV4009'
 KV4009'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD SET-UPS
 KV4009'ON THE TAR-PAPERED CONCRETE ROOF.
 KV4009'
 KV4009'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 KV4009
 KV4009                          STATION RECOVERY (1933)
 KV4009
 KV4009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4009'STATION RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED, WITH
 KV4009'THE FOLLOWING EXCEPTIONS AND ADDITIONS--
 KV4009'
 KV4009'NO MIDDLE CROSS-CUT WAS FOUND.  THE OTHER REFERENCE MEASUREMENTS
 KV4009'SHOULD BE CHANGED TO READ AS FOLLOWS--
 KV4009'
 KV4009'TO SE CORNER OF SKYLIGHT 3.92 METERS
 KV4009'
 KV4009'TO SW CORNER OF SKYLIGHT 5.88 METERS
 KV4009'
 KV4009'TO NE CORNER OF SKYLIGHT 9.49 METERS
 KV4009'
 KV4009'ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4009'
 KV4009'NORMAL TO NEAREST TOP EDGE OF I BEAM 1.172 METERS
 KV4009'
 KV4009'NORMAL TO E WALL (INSIDE) 2.321 METERS
 KV4009'
 KV4009'NORMAL TO W WALL (INSIDE) 5.772 METERS.
 KV4009
 KV4009                          STATION RECOVERY (1952)
 KV4009
 KV4009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JB)
 KV4009'STATION WAS RECOVERED AS DESCRIBED AND IN GOOD
 KV4009'CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6380 ***********************************************************************
 KV6380  DESIGNATION -  CAPITOL
 KV6380  PID         -  KV6380
 KV6380  STATE/COUNTY-  NJ/MERCER
 KV6380  USGS QUAD   -  TRENTON WEST (1995)
 KV6380
 KV6380                         *CURRENT SURVEY CONTROL
 KV6380  ___________________________________________________________________
 KV6380* NAD 83(1996)-  40 11 07.81123(N)    074 45 08.91791(W)     ADJUSTED  
 KV6380* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6380  ___________________________________________________________________
 KV6380  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 KV6380  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KV6380
 KV6380  HORZ ORDER  -  THIRD
 KV6380
 KV6380.The horizontal coordinates were established by classical geodetic methods
 KV6380.and adjusted by the National Geodetic Survey in September 1999..
 KV6380.No horizontal observational check was made to the station.
 KV6380
 KV6380.The orthometric height was scaled from a topographic map.
 KV6380
 KV6380.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6380
 KV6380.The geoid height was determined by GEOID03.
 KV6380
 KV6380;                    North         East     Units Scale Factor Converg.
 KV6380;SPC NJ       -   150,140.516   128,500.591   MT  0.99990569   -0 09 46.5
 KV6380;SPC NJ       -   492,586.01    421,589.02   sFT  0.99990569   -0 09 46.5
 KV6380;SPC PA S     -    98,952.120   855,219.400   MT  0.99997015   +1 56 41.2
 KV6380;SPC PA S     -   324,645.41  2,805,832.31   sFT  0.99997015   +1 56 41.2
 KV6380;UTM  18      - 4,448,375.950   521,071.198   MT  0.99960547   +0 09 35.0
 KV6380
 KV6380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6380!SPC NJ       -   1.00000507  x   0.99990569  =   0.99991076
 KV6380!SPC PA S     -   1.00000507  x   0.99997015  =   0.99997522
 KV6380!UTM  18      -   1.00000507  x   0.99960547  =   0.99961054
 KV6380
 KV6380                          SUPERSEDED SURVEY CONTROL
 KV6380
 KV6380  NAD 83(1986)-  40 11 07.80933(N)    074 45 08.91828(W) AD(       ) 3
 KV6380
 KV6380.Superseded values are not recommended for survey control.
 KV6380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6380.See file dsdata.txt to determine how the superseded data were derived.
 KV6380
 KV6380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2107148376(NAD 83)
 KV6380_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KV6380_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KV6380_SP_SET: DRIVEN INTO GROUND
 KV6380_STAMPING: CAPITOL 1970
 KV6380_MARK LOGO: USE   
 KV6380_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6380+SATELLITE: SATELLITE OBSERVATIONS - 1970
 KV6380
 KV6380  HISTORY     - Date     Condition        Report By
 KV6380  HISTORY     - 1970     MONUMENTED       USE
 KV6380
 KV6380                          STATION DESCRIPTION
 KV6380
 KV6380'DESCRIBED BY US ENGINEERS 1970
 KV6380'STATION IS LOCATED ON THE E SHORE OF THE DELAWARE RIVER NEAR COCHRAN
 KV6380'CHANNEL.
 KV6380'TO REACH STATION PROCEED BY BOAT S FROM THE N ENTRANCE OF BILES CREEK
 KV6380'ABOUT 0.35 NAUTICAL MI TO STATION OF THE LEFT.  STATION IS
 KV6380'APPROXIMATELY 8 FT FROM HWL ON THE PROPERTY OF CAPITOL CITY YACHT
 KV6380'CLUB.
 KV6380'STATION MARK IS A 1.5 INCH CAPPED PIPE DRIVEN FLUSH WITH THE GROUND.
 KV6380'RM 1 IS A PK NAIL IN THE TOP OF THE UPSTREAM FENCE POST, 4.13 M
 KV6380'(13.5 FT) W FROM THE STATION.
 KV6380'RM 2 IS A PK NAIL IN THE TOP OF THE CORNER FENCE POST, 5.01 M
 KV6380'(16.4 FT) SSE FROM THE STATION.
 KV6380'RM 3 IS THE DOWNSTREAM SE CORNER OF THE CAPITOL CITY YACHT CLUB
 KV6380'BUILDING WHICH IS 3.79 M (12.4 FT) NE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5664 ***********************************************************************
 KV5664  DESIGNATION -  CAR
 KV5664  PID         -  KV5664
 KV5664  STATE/COUNTY-  NJ/BURLINGTON
 KV5664  USGS QUAD   -  BRISTOL (1981)
 KV5664
 KV5664                         *CURRENT SURVEY CONTROL
 KV5664  ___________________________________________________________________
 KV5664* NAD 83(1996)-  40 06 52.12878(N)    074 49 41.21016(W)     ADJUSTED  
 KV5664* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5664  ___________________________________________________________________
 KV5664  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 KV5664  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV5664
 KV5664  HORZ ORDER  -  SECOND
 KV5664
 KV5664.The horizontal coordinates were established by classical geodetic methods
 KV5664.and adjusted by the National Geodetic Survey in September 1999..
 KV5664
 KV5664.The orthometric height was scaled from a topographic map.
 KV5664
 KV5664.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5664
 KV5664.The geoid height was determined by GEOID03.
 KV5664
 KV5664;                    North         East     Units Scale Factor Converg.
 KV5664;SPC NJ       -   142,276.132   122,030.703   MT  0.99990963   -0 12 41.1
 KV5664;SPC NJ       -   466,784.28    400,362.40   sFT  0.99990963   -0 12 41.1
 KV5664;SPC PA S     -    90,854.607   849,042.679   MT  0.99997662   +1 53 44.5
 KV5664;SPC PA S     -   298,078.82  2,785,567.52   sFT  0.99997662   +1 53 44.5
 KV5664;UTM  18      - 4,440,477.685   514,647.615   MT  0.99960264   +0 06 38.7
 KV5664
 KV5664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5664!SPC NJ       -   1.00000490  x   0.99990963  =   0.99991453
 KV5664!SPC PA S     -   1.00000490  x   0.99997662  =   0.99998152
 KV5664!UTM  18      -   1.00000490  x   0.99960264  =   0.99960754
 KV5664
 KV5664|---------------------------------------------------------------------|
 KV5664| PID    Reference Object                     Distance      Geod. Az  |
 KV5664|                                                           dddmmss.s |
 KV5664| CB5747 CAR RM 2                             17.557 METERS 08727     |
 KV5664| KV5633 CAR ECC                              86.364 METERS 08734     |
 KV5664| CB5746 CAR RM 1                                           11744     |
 KV5664| KV5647 BRISTOL LANDRETHS BARN CUPOLA       APPROX. 0.7 KM 2744141.8 |
 KV5664| KV5651 LANDRETH 2                          482.188 METERS 2905517.4 |
 KV5664|---------------------------------------------------------------------|
 KV5664
 KV5664                          SUPERSEDED SURVEY CONTROL
 KV5664
 KV5664  NAD 83(1986)-  40 06 52.12790(N)    074 49 41.21073(W) AD(       ) 2
 KV5664  NAD 27      -  40 06 51.73000(N)    074 49 42.62100(W) AD(       ) 2
 KV5664
 KV5664.Superseded values are not recommended for survey control.
 KV5664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5664.See file dsdata.txt to determine how the superseded data were derived.
 KV5664
 KV5664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1464840478(NAD 83)
 KV5664
 KV5664  HISTORY     - Date     Condition        Report By
 KV5664  HISTORY     - 1912     MONUMENTED       CGS
 KV5664  HISTORY     - 1933     SEE DESCRIPTION  CGS
 KV5664  HISTORY     - 1935     GOOD             CGS
 KV5664  HISTORY     - 1947     SEE DESCRIPTION  CGS
 KV5664
 KV5664                          STATION DESCRIPTION
 KV5664
 KV5664'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 KV5664'THIS STATION IS ON THE NEW JERSEY SIDE OF THE DELAWARE RIVER,
 KV5664'1.7 MILES BELOW FLORENCE ON THE W SIDE OF RIVER ROAD OPPOSITE THE
 KV5664'RIVERVIEW CEMETERY, 70 FEET S OF THE ARCH ENTRANCE TO THE CEMETERY,
 KV5664'AND 8.2 FEET W OF THE W STREET CAR RAIL.
 KV5664'
 KV5664'A NEW STATION CAR ECCENTRIC, 1933 WAS ESTABLISHED 283.32 FEET E
 KV5664'OF THIS STATION.
 KV5664'
 KV5664'SEE DESCRIPTION OF CAR ECCENTRIC 1933 FOR COMPLETE DESCRIPTION.
 KV5664
 KV5664                          STATION RECOVERY (1935)
 KV5664
 KV5664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5664'THIS STATION IS 1.7 MILES SW OF FLORENCE, 8.78 METERS W OF CENTER
 KV5664'LINE OF RIVER ROAD, OPPOSITE RIVERVIEW CEMETERY, 2.76 METERS W
 KV5664'OF W RAIL OF OLD STREET CAR TRACK, 14.7 METERS FROM POLE 60344 BT,
 KV5664'38.1 METERS FROM POLE 60343 BT AND 20.81 METERS NW FROM S END OF
 KV5664'CEMETERY IRON FENCE.
 KV5664'
 KV5664'MARKED ACCORDING TO NOTES 6B AND 10A, 6 INCHES UNDERGROUND.
 KV5664'
 KV5664'MAIN SCHEME STATION.
 KV5664'
 KV5664'HEIGHT OF SIGNAL 6 METERS.
 KV5664
 KV5664                          STATION RECOVERY (1947)
 KV5664
 KV5664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5664'STATION RECOVERED IN GOOD CONDITION EXCEPT FOR THE SURFACE MARK
 KV5664'DISK BEING LOOSE.  THE 1935 DESCRIPTION IS ADEQUATE WITH THE
 KV5664'FOLLOWING CHANGES--
 KV5664'
 KV5664'1.  DELETE REFERENCE TO OLD STREET CAR TRACK.
 KV5664'
 KV5664'2.  ADD THE STATION MARK IS 1 FOOT W OF AN 8-INCH CATALBA TREE
 KV5664'AND IS 2 FEET BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5633 ***********************************************************************
 KV5633  DESIGNATION -  CAR ECC
 KV5633  PID         -  KV5633
 KV5633  STATE/COUNTY-  NJ/BURLINGTON
 KV5633  USGS QUAD   -  BRISTOL (1981)
 KV5633
 KV5633                         *CURRENT SURVEY CONTROL
 KV5633  ___________________________________________________________________
 KV5633* NAD 83(1996)-  40 06 52.24783(N)    074 49 37.56675(W)     ADJUSTED  
 KV5633* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5633  ___________________________________________________________________
 KV5633  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 KV5633  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV5633
 KV5633  HORZ ORDER  -  SECOND
 KV5633
 KV5633.The horizontal coordinates were established by classical geodetic methods
 KV5633.and adjusted by the National Geodetic Survey in September 1999..
 KV5633
 KV5633.The orthometric height was scaled from a topographic map.
 KV5633
 KV5633.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5633
 KV5633.The geoid height was determined by GEOID03.
 KV5633
 KV5633;                    North         East     Units Scale Factor Converg.
 KV5633;SPC NJ       -   142,279.486   122,116.988   MT  0.99990957   -0 12 38.7
 KV5633;SPC NJ       -   466,795.28    400,645.48   sFT  0.99990957   -0 12 38.7
 KV5633;SPC PA S     -    90,861.132   849,128.787   MT  0.99997662   +1 53 46.9
 KV5633;SPC PA S     -   298,100.23  2,785,850.03   sFT  0.99997662   +1 53 46.9
 KV5633;UTM  18      - 4,440,481.523   514,733.853   MT  0.99960267   +0 06 41.0
 KV5633
 KV5633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5633!SPC NJ       -   1.00000474  x   0.99990957  =   0.99991431
 KV5633!SPC PA S     -   1.00000474  x   0.99997662  =   0.99998136
 KV5633!UTM  18      -   1.00000474  x   0.99960267  =   0.99960741
 KV5633
 KV5633:                Primary Azimuth Mark                     Grid Az
 KV5633:SPC NJ       -  FLORENCE RANGE REAR LIGHT                005 50 13.2
 KV5633:SPC PA S     -  FLORENCE RANGE REAR LIGHT                003 43 47.6
 KV5633:UTM  18      -  FLORENCE RANGE REAR LIGHT                005 30 53.5
 KV5633
 KV5633|---------------------------------------------------------------------|
 KV5633| PID    Reference Object                     Distance      Geod. Az  |
 KV5633|                                                           dddmmss.s |
 KV5633| KV5574 FLORENCE RANGE REAR LIGHT           APPROX. 1.8 KM 0053734.5 |
 KV5633| KV5577 FLORENCE RANGE FRONT LIGHT          APPROX. 1.7 KM 0144628.6 |
 KV5633| KV5587 AIRWAY BEACON 71 A                  APPROX. 6.9 KM 0201607.9 |
 KV5633| KV5504 AIRWAY BEACON 72 A                  APPROX.23.4 KM 0344216.6 |
 KV5633| CB5748 CAR ECC RM 1                         46.842 METERS 18545     |
 KV5633| KV5656 BURLINGTON HERCULES WATER TANK      APPROX. 2.7 KM 1861524.6 |
 KV5633| KV5663 BURLINGTON NATIONAL GYPSUM TK       APPROX. 0.6 KM 1901442.8 |
 KV5633| KV5644 BURLINGTON IS REAR RANGE LT         APPROX. 2.4 KM 2071122.5 |
 KV5633| KV5646 BURLINGTON IS FRONT RANGE LT        APPROX. 2.1 KM 2081428.8 |
 KV5633| KV5593 BURLINGTON BRISTOL BRID S PIER      APPROX. 5.2 KM 2232143.3 |
 KV5633| KV5682 BURLINGTON BRISTOL BR TWR N LT      APPROX. 5.1 KM 2245539.7 |
 KV5633| KV5594 BRISTOL GRUNDY MILLS CLOCKTWR       APPROX. 2.4 KM 2420108.9 |
 KV5633| KV5751 AIRWAY BEACON 70                    APPROX. 6.3 KM 2464500.1 |
 KV5633| KV5759 CROYDEN PHILCO MICROWAVE TOWER      APPROX. 7.6 KM 2510309.0 |
 KV5633| KV5643 BRISTOL WATER WORKS SE TANK         APPROX. 1.1 KM 2625959.0 |
 KV5633| KV5664 CAR                                  86.364 METERS 26734     |
 KV5633| CB5749 CAR ECC RM 2                         68.805 METERS 26735     |
 KV5633| CB5750 CAR ECC RM 3                         31.839 METERS 27159     |
 KV5633| KV5647 BRISTOL LANDRETHS BARN CUPOLA       APPROX. 0.8 KM 2735717.8 |
 KV5633| KV5638 BRISTOL PATENT LEATHER E TANK       APPROX. 1.4 KM 2750712.9 |
 KV5633| KV5603 BRISTOL PATENT LEATHER W TANK       APPROX. 1.5 KM 2752714.6 |
 KV5633|---------------------------------------------------------------------|
 KV5633
 KV5633                          SUPERSEDED SURVEY CONTROL
 KV5633
 KV5633  NAD 83(1986)-  40 06 52.24694(N)    074 49 37.56705(W) AD(       ) 2
 KV5633  NAD 27      -  40 06 51.85000(N)    074 49 38.97800(W) AD(       ) 2
 KV5633
 KV5633.Superseded values are not recommended for survey control.
 KV5633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5633.See file dsdata.txt to determine how the superseded data were derived.
 KV5633
 KV5633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1473440482(NAD 83)
 KV5633_MARKER: DS = TRIANGULATION STATION DISK
 KV5633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5633_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5633_STAMPING: CAR ECC 1933
 KV5633_MARK LOGO: CGS   
 KV5633_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5633+STABILITY: SURFACE MOTION
 KV5633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5633+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1990
 KV5633
 KV5633  HISTORY     - Date     Condition        Report By
 KV5633  HISTORY     - 1933     MONUMENTED       CGS
 KV5633  HISTORY     - 1935     GOOD             CGS
 KV5633  HISTORY     - 1958     GOOD             CGS
 KV5633  HISTORY     - 19900524 GOOD             NJGS
 KV5633
 KV5633                          STATION DESCRIPTION
 KV5633
 KV5633'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 KV5633'THE STATION IS ON THE NEW JERSEY SIDE OF THE DELAWARE RIVER 1.7
 KV5633'MILES BELOW THE POST OFFICE AT FLORENCE, BETWEEN RIVER ROAD AND THE
 KV5633'RIVERVIEW (HAYS) CEMETERY.
 KV5633'
 KV5633'TO REACH STATION--FROM FLORENCE FOLLOW RIVER ROAD DOWN RIVER 1.7
 KV5633'MILES TO AN ARCH OVER ROADWAY MARKED RIVERVIEW CEMETERY.  THE
 KV5633'STATION IS ON THE KNOLL E OF THE ROAD, 242 FEET, 273 FEET W OF
 KV5633'THE WALL AROUND GRAVEYARD, AND 28 FEET N OF THE ROAD LEADING TO
 KV5633'GRAVEYARD, AND 56-1/2 FEET W OF BLAZE ON OAK.  THE MARK PROJECTS
 KV5633'7 INCHES.
 KV5633'
 KV5633'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5633'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A, AND 11B.
 KV5633'
 KV5633'REFERENCE MARK NO.1 IS S OF THE STATION IN THE FENCE LINE, 257
 KV5633'FEET W OF GRAVEYARD AND 125 FEET S OF GRAVEL ROAD.  IT PROJECTS
 KV5633'8 INCHES.
 KV5633'
 KV5633'REFERENCE MARK NO.2 IS W OF THE STATION, 27 FEET E OF CENTER
 KV5633'LINE OF RIVER ROAD, 66 FEET S OF THE ROAD AT GATE.  IT PROJECTS
 KV5633'10 INCHES.
 KV5633'
 KV5633'CAR 1912 IS ON THE W SIDE OF RIVER ROAD, 8.2 FEET FROM NEAREST
 KV5633'RAIL OF STREET CAR LINE AND ON LINE WITH CAR ECCENTRIC AND
 KV5633'REFERENCE MARK NO.2 C. AND G.S. DISK IN CONCRETE.
 KV5633
 KV5633                          STATION RECOVERY (1935)
 KV5633
 KV5633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5633'THIS STATION IS 1.7 MILES SW OF FLORENCE POST OFFICE, 242 FEET
 KV5633'E OF RIVER ROAD, 273 FEET W OF RIVERVIEW (HAYES) CEMETERY WALL,
 KV5633'ON A KNOLL E OF AN ARCH MARKED RIVERVIEW CEMETERY, 28 FEET N
 KV5633'OF ROAD APPROACHING CEMETERY, 56 FEET W OF A BLAZE ON AN OAK TREE.
 KV5633'
 KV5633'REFERENCE MARK NO.1, NOTE 11A, IS S OF STATION IN FENCE LINE,
 KV5633'257 FEET W OF CEMETERY AND 125 FEET S OF GRAVEL ROAD.  REFERENCE
 KV5633'MARK NO.2, NOTE 11A, IS W OF STATION BY IRON FENCE, 27 FEET E
 KV5633'OF CENTER LINE OF RIVER ROAD, 66 FEET S OF ROAD AT CEMETERY GATE.
 KV5633'
 KV5633'ALL MARKS PROTRUDE 6 INCHES.
 KV5633'
 KV5633'CONNECTED BY SUPPLEMENTAL FIGURE CONNECTION, ALSO BY TIE TO
 KV5633'STATION CAR.
 KV5633
 KV5633                          STATION RECOVERY (1958)
 KV5633
 KV5633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 KV5633'THE STATION MARK AND REFERENCE MARK NO.1 WERE RECOVERED AS DESCRIBED
 KV5633'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO 2 WAS RECOVERED
 KV5633'BUT WAS FOUND TO BE LEANING SHARPLY.  IT WAS DESTROYED AND A
 KV5633'REFERENCE MARK NO 3 WAS ESTABLISHED AT THIS DATE.  CAR 1912 WAS
 KV5633'SEARCHED FOR BUT NOT FOUND.  THE LOCATION IS IN A FILLED IN AREA
 KV5633'AND MAY STILL BE IN PLACE DEEP DOWN.  A NEW TO REACH AND
 KV5633'ADDITIONAL NOTES FOLLOW--
 KV5633'
 KV5633'THE STATION IS ON THE NEW JERSEY SIDE OF THE DELAWARE RIVER,
 KV5633'ABOUT 3.0 MILES NORTHEAST OF THE BURLINGTON BRIDGE (TOLL BRIDGE),
 KV5633'ABOUT 1.5 MILES NORTHEAST OF BRISTOL, ABOUT 0.2 MILE EAST OF THE
 KV5633'DELAWARE RIVER, ON A SMALL KNOLL JUST WEST OF THE RIVERVIEW
 KV5633'CEMETERY.  IT IS 273 FEET WEST OF THE WEST SIDE OF THE CEMETERY,
 KV5633'223 FEET EAST OF THE CENTER OF A PAVED ROAD, 218 FEET EAST OF
 KV5633'THE ENTRANCE TO THE CEMETERY, 29 FEET NORTH OF A TRACK ROAD AND
 KV5633'1 FOOT NORTHWEST OF A WHITE WITNESS POST.
 KV5633'
 KV5633'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25, STATE
 KV5633'HIGHWAY 541 AND U.S. HIGHWAY 130, ON HIGH STREET IN BURLINGTON.  GO
 KV5633'EASTERLY ON U.S. HIGHWAY 130 FOR 1.05 MILES TO A CROSSROAD AT A
 KV5633'TRAFFIC LIGHT AND A SCHOOL ON THE LEFT.  TURN LEFT AND GO NORTH
 KV5633'FOR 0.65 MILE TO A REVERSE Y INTERSECTION.  KEEP RIGHT AND GO
 KV5633'NORTH-NORTHEAST FOR 0.65 MILE TO AN OVERHEAD PASSAGE TO A LARGE
 KV5633'PLANT, CONTINUE NORTH-NORTHEAST FOR 0.45 MILE TO A GATE AND THE
 KV5633'STATION ON THE RIGHT AS DESCRIBED.
 KV5633'
 KV5633'THE STATION MARK, A STANDARD DISK STAMPED CAR ECC 1933, IS SET
 KV5633'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 KV5633'INCHES ABOVE THE SURFACE OF THE GROUND, AS DESCRIBED IN NOTES
 KV5633'1B AND 7A.
 KV5633'
 KV5633'REFERENCE MARK NO 1, A STANDARD DISK STAMPED CAR ECC NO 1 1933,
 KV5633'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT
 KV5633'8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 257 FEET WEST OF
 KV5633'THE SOUTHWEST CORNER OF THE CEMETERY, 125 FEET SOUTH OF A TRACK
 KV5633'ROAD 4 FEET NORTHWEST OF A 18-INCH ASH TREE AND 1 FOOT NORTHEAST
 KV5633'OF A FENCE LINE, AS DESCRIBED IN NOTE 11B.
 KV5633'
 KV5633'REFERENCE MARK NO 3, A STANDARD DISK STAMPED CAR ECC NO 3 1933,
 KV5633'IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 KV5633'1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 118 FEET EAST OF
 KV5633'THE GATE, ENTRANCE TO THE CEMETERY, AND 9 FEET SOUTH OF A TRACK
 KV5633'ROAD, AS DESCRIBED IN NOTE 11A.
 KV5633'
 KV5633'THE NATIONAL GYPSUM COMPANY, WATER TANK MAY BE USED AS AN
 KV5633'AZIMUTH MARK.
 KV5633
 KV5633                          STATION RECOVERY (1990)
 KV5633
 KV5633'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV5633'THE STATION MARK AND REFERENCE MARK NUMBER 3 WERE RECOVERED AS
 KV5633'DESCRIBED AND FOUND IN GOOD CONDITION.  HOWEVER, THE CEMETERY HAS BEEN
 KV5633'ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4055 ***********************************************************************
 KV4055  DESIGNATION -  CARLSTADT HACKENSACK WATER TK
 KV4055  PID         -  KV4055
 KV4055  STATE/COUNTY-  NJ/BERGEN
 KV4055  USGS QUAD   -  WEEHAWKEN (1995)
 KV4055
 KV4055                         *CURRENT SURVEY CONTROL
 KV4055  ___________________________________________________________________
 KV4055* NAD 83(1996)-  40 50 34.02684(N)    074 05 33.79093(W)     ADJUSTED  
 KV4055* NAVD 88     -                                                        
 KV4055  ___________________________________________________________________
 KV4055  LAPLACE CORR-           6.68  (seconds)                    DEFLEC99
 KV4055  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KV4055
 KV4055  HORZ ORDER  -  THIRD
 KV4055
 KV4055.The horizontal coordinates were established by classical geodetic methods
 KV4055.and adjusted by the National Geodetic Survey in September 1999..
 KV4055
 KV4055
 KV4055.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4055
 KV4055.The geoid height was determined by GEOID03.
 KV4055
 KV4055;                    North         East     Units Scale Factor Converg.
 KV4055;SPC NJ       -   223,170.066   184,344.503   MT  0.99991451   +0 15 58.9
 KV4055;SPC NJ       -   732,183.79    604,803.59   sFT  0.99991451   +0 15 58.9
 KV4055;SPC NY L     -    75,084.690   292,180.545   MT  0.99999491   -0 03 38.3
 KV4055;SPC NY L     -   246,340.35    958,595.67   sFT  0.99999491   -0 03 38.3
 KV4055;UTM  18      - 4,521,701.024   576,485.150   MT  0.99967200   +0 35 36.2
 KV4055
 KV4055                          SUPERSEDED SURVEY CONTROL
 KV4055
 KV4055  NAD 83(1996)-  40 50 34.02672(N)    074 05 33.79113(W) AD(       ) 4
 KV4055  NAD 83(1996)-  40 50 34.02500(N)    074 05 33.79319(W) AD(       ) 4
 KV4055  NAD 83(1992)-  40 50 34.02486(N)    074 05 33.79420(W) AD(       ) 4
 KV4055  NAD 83(1986)-  40 50 34.02891(N)    074 05 33.79372(W) AD(       ) 4
 KV4055  NAD 27      -  40 50 33.67100(N)    074 05 35.27400(W) AD(       ) 3
 KV4055
 KV4055.Superseded values are not recommended for survey control.
 KV4055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4055.See file dsdata.txt to determine how the superseded data were derived.
 KV4055
 KV4055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7648521701(NAD 83)
 KV4055_MARKER: 53 = ELEVATED TANK
 KV4055
 KV4055  HISTORY     - Date     Condition        Report By
 KV4055  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4055
 KV4055                          STATION DESCRIPTION
 KV4055
 KV4055'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KV4055'THIS STATION IS E OF THE PASSAIC RIVER, IN CARLSTADT ON THE S
 KV4055'SIDE OF SUMMIT AVENUE BETWEEN MADISON AND MONROE STREETS, IN THE
 KV4055'GROUNDS OF THE HACKENSACK WATER SUPPLY COMPANY.  IT IS A
 KV4055'PROMINENT, LARGE, CONICAL-TOP, GRAY, STEEL
 KV4055'WATER TANK WHICH SURMOUNTS 6 STRUCTURAL-STEEL LEG-COLUMNS.
 KV4055'ALONGSIDE AND N OF THE TANK LEG-FOOTING NEAREST TO
 KV4055'MADISON STREET IS STATION SILVER TANK - A STANDARD CGS BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3265 ***********************************************************************
 JU3265  DESIGNATION -  CARNEYS POINT WATER TANK
 JU3265  PID         -  JU3265
 JU3265  STATE/COUNTY-  NJ/SALEM
 JU3265  USGS QUAD   -  PENNS GROVE (1995)
 JU3265
 JU3265                         *CURRENT SURVEY CONTROL
 JU3265  ___________________________________________________________________
 JU3265* NAD 83(1996)-  39 42 36.52566(N)    075 28 23.54281(W)     ADJUSTED  
 JU3265* NAVD 88     -                                                        
 JU3265  ___________________________________________________________________
 JU3265  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 JU3265  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JU3265
 JU3265  HORZ ORDER  -  THIRD
 JU3265
 JU3265.The horizontal coordinates were established by classical geodetic methods
 JU3265.and adjusted by the National Geodetic Survey in September 1999..
 JU3265
 JU3265
 JU3265.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3265
 JU3265.The geoid height was determined by GEOID03.
 JU3265
 JU3265;                    North         East     Units Scale Factor Converg.
 JU3265;SPC NJ       -    97,787.427    66,551.438   MT  0.99998571   -0 37 18.6
 JU3265;SPC NJ       -   320,824.25    218,344.18   sFT  0.99998571   -0 37 18.6
 JU3265;SPC DE       -   189,848.567   195,151.531   MT  0.99999529   -0 02 10.0
 JU3265;SPC DE       -   622,861.51    640,259.65   sFT  0.99999529   -0 02 10.0
 JU3265;UTM  18      - 4,395,694.089   459,436.895   MT  0.99962026   -0 18 08.4
 JU3265
 JU3265                          SUPERSEDED SURVEY CONTROL
 JU3265
 JU3265  NAD 83(1991)-  39 42 36.52573(N)    075 28 23.54232(W) AD(       ) 4
 JU3265  NAD 83(1986)-  39 42 36.51970(N)    075 28 23.53555(W) AD(       ) 4
 JU3265  NAD 27      -  39 42 36.11100(N)    075 28 24.83400(W) AD(       ) 3
 JU3265
 JU3265.Superseded values are not recommended for survey control.
 JU3265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3265.See file dsdata.txt to determine how the superseded data were derived.
 JU3265
 JU3265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5943795694(NAD 83)
 JU3265_MARKER: 51 = TANK
 JU3265_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3265
 JU3265  HISTORY     - Date     Condition        Report By
 JU3265  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3265  HISTORY     - 1975     GOOD             NGS
 JU3265  HISTORY     - 1982     GOOD             NOS
 JU3265
 JU3265                          STATION DESCRIPTION
 JU3265
 JU3265'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3265'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE TALL BLACK
 JU3265'WATER TANK WHICH IS ABOUT 50 FEET W OF THE PROLONGATION OF
 JU3265'SECOND STREET AND 100 FEET S OF THE MOST SOUTHERLY STREET IN
 JU3265'TOWN.  THIS TANK IS OWNED BY THE DUPONT COMPANY.  IT IS ABOUT
 JU3265'120 FEET HIGH.
 JU3265
 JU3265                          STATION RECOVERY (1975)
 JU3265
 JU3265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3265'THE STATION WAS RECOVERED IN FAIR CONDITION.  THE TANK IS NOW
 JU3265'LOCATED AT THE CORNER OF CLEVELAND AVENUE AND JOHNSON STREET IN
 JU3265'CARNEYS POINT, NEW JERSEY.
 JU3265
 JU3265                          STATION RECOVERY (1982)
 JU3265
 JU3265'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU3265'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6381 ***********************************************************************
 KV6381  DESIGNATION -  CARP
 KV6381  PID         -  KV6381
 KV6381  STATE/COUNTY-  NJ/BURLINGTON
 KV6381  USGS QUAD   -  TRENTON EAST (1981)
 KV6381
 KV6381                         *CURRENT SURVEY CONTROL
 KV6381  ___________________________________________________________________
 KV6381* NAD 83(1996)-  40 08 25.92295(N)    074 43 49.86680(W)     ADJUSTED  
 KV6381* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6381  ___________________________________________________________________
 KV6381  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 KV6381  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV6381
 KV6381  HORZ ORDER  -  THIRD
 KV6381
 KV6381.The horizontal coordinates were established by classical geodetic methods
 KV6381.and adjusted by the National Geodetic Survey in September 1999..
 KV6381.No horizontal observational check was made to the station.
 KV6381
 KV6381.The orthometric height was scaled from a topographic map.
 KV6381
 KV6381.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6381
 KV6381.The geoid height was determined by GEOID03.
 KV6381
 KV6381;                    North         East     Units Scale Factor Converg.
 KV6381;SPC NJ       -   145,142.669   130,357.501   MT  0.99990475   -0 08 55.0
 KV6381;SPC NJ       -   476,188.91    427,681.23   sFT  0.99990475   -0 08 55.0
 KV6381;SPC PA S     -    94,025.617   857,258.996   MT  0.99997407   +1 57 32.5
 KV6381;SPC PA S     -   308,482.38  2,812,523.89   sFT  0.99997407   +1 57 32.5
 KV6381;UTM  18      - 4,443,390.127   522,955.644   MT  0.99960649   +0 10 25.4
 KV6381
 KV6381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6381!SPC NJ       -   1.00000504  x   0.99990475  =   0.99990979
 KV6381!SPC PA S     -   1.00000504  x   0.99997407  =   0.99997911
 KV6381!UTM  18      -   1.00000504  x   0.99960649  =   0.99961153
 KV6381
 KV6381                          SUPERSEDED SURVEY CONTROL
 KV6381
 KV6381  NAD 83(1986)-  40 08 25.92101(N)    074 43 49.86634(W) AD(       ) 3
 KV6381
 KV6381.Superseded values are not recommended for survey control.
 KV6381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6381.See file dsdata.txt to determine how the superseded data were derived.
 KV6381
 KV6381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2295643390(NAD 83)
 KV6381_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KV6381_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KV6381_SP_SET: DRIVEN INTO GROUND
 KV6381_STAMPING: CARP 1970
 KV6381_MARK LOGO: USE   
 KV6381_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6381+SATELLITE: SATELLITE OBSERVATIONS - 1970
 KV6381
 KV6381  HISTORY     - Date     Condition        Report By
 KV6381  HISTORY     - 1970     MONUMENTED       USE
 KV6381
 KV6381                          STATION DESCRIPTION
 KV6381
 KV6381'DESCRIBED BY US ENGINEERS 1970
 KV6381'THE STATION IS LOCATED ON THE S SHORE OF THE DELAWARE RIVER NEAR
 KV6381'FIELDSBORO.
 KV6381'TO REACH STATION PROCEED BY BOAT ABOUT 0.8 NAUTICAL MI E FROM THE E
 KV6381'END OF NEWBOLD ISLAND TO STATION ON THE RIGHT.
 KV6381'STATION IS A 1.5 INCH CAPPED PIPE SET NEARLY FLUSH IN A DIRT FILLED,
 KV6381'CONCRETE WALLED EXTENSION FROM RIVER BANK.  AREA IS ABOUT 15 FT SQUARE
 KV6381'AND CONCRETE WALL IS FLUSH WITH DIRT FILL.  PIPE IS SET NEAR LOWER,
 KV6381'OUTER CORNER OF AREA, AT 4 FT FROM EACH FACE OF WALL AT THAT END.  THE
 KV6381'STATION IS APPROXIMATELY 700 FT UPSTREAM OF ROAD LEADING FROM CENTER
 KV6381'OF FIELDSBORO DOWN TO THE DELAWARE RIVER.  THIS STATION WAS FORMERLY
 KV6381'CALLED 129+935 412 E.
 KV6381'RM 1 IS A PK NAIL 2 FT HIGH ON A POWER POLE DIRECTLY INSHORE, OTHER
 KV6381'SIDE OF TRACKS, NUMBERLESS.  IT IS 21.99 M (72.1 FT) SE FROM STATION.
 KV6381'RM 2 IS A PK NAIL 6 INCH HIGH ON INSHORE FACE OF A 6 FT HIGH, 8 INCH
 KV6381'DIA POST.  IT IS 8.01 M (26.3 FT) E FROM STATION.
 KV6381'RM 3 IS A PK NAIL 6 FT HIGH ON OUTSHORE FACE OF A 12 INCH TREE AT HWL.
 KV6381'IT IS 10.52 M (34.5 FT) SSW FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6081 ***********************************************************************
 KV6081  DESIGNATION -  CARPENTERSVILLE
 KV6081  PID         -  KV6081
 KV6081  STATE/COUNTY-  NJ/WARREN
 KV6081  USGS QUAD   -  EASTON (1994)
 KV6081
 KV6081                         *CURRENT SURVEY CONTROL
 KV6081  ___________________________________________________________________
 KV6081* NAD 83(1986)-  40 38 04.     (N)    075 11 24.     (W)     SCALED    
 KV6081* NAVD 88     -        52.985  (meters)     173.84   (feet)  ADJUSTED  
 KV6081  ___________________________________________________________________
 KV6081  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KV6081  DYNAMIC HT  -          52.960 (meters)     173.75  (feet)  COMP
 KV6081  MODELED GRAV-     980,155.8   (mgal)                       NAVD 88
 KV6081
 KV6081  VERT ORDER  -  FIRST     CLASS I
 KV6081
 KV6081.The horizontal coordinates were scaled from a topographic map and have
 KV6081.an estimated accuracy of +/- 6 seconds.
 KV6081
 KV6081.The orthometric height was determined by differential leveling
 KV6081.and adjusted by the National Geodetic Survey in June 1991..
 KV6081
 KV6081.The geoid height was determined by GEOID03.
 KV6081
 KV6081.The dynamic height is computed by dividing the NAVD 88
 KV6081.geopotential number by the normal gravity value computed on the
 KV6081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6081.degrees latitude (g = 980.6199 gals.).
 KV6081
 KV6081.The modeled gravity was interpolated from observed gravity values.
 KV6081
 KV6081;                    North         East    Units  Estimated Accuracy
 KV6081;SPC NJ       -   200,190.       91,630.      MT  (+/- 180 meters Scaled)
 KV6081
 KV6081                          SUPERSEDED SURVEY CONTROL
 KV6081
 KV6081  NGVD 29 (01/10/92)   53.221  (m)          174.61   (f) ADJUSTED    1 1
 KV6081
 KV6081.Superseded values are not recommended for survey control.
 KV6081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6081.See file dsdata.txt to determine how the superseded data were derived.
 KV6081
 KV6081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK839981(NAD 83)
 KV6081_MARKER: DB = BENCH MARK DISK
 KV6081_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV6081_SP_SET: RETAINING WALL
 KV6081_STAMPING: CARPENTERSVILLE 1960
 KV6081_MARK LOGO: CGS   
 KV6081_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6081+STABILITY: SURFACE MOTION
 KV6081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6081+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1989
 KV6081
 KV6081  HISTORY     - Date     Condition        Report By
 KV6081  HISTORY     - 1960     MONUMENTED       CGS
 KV6081  HISTORY     - 19891010 GOOD             NJGS
 KV6081
 KV6081                          STATION DESCRIPTION
 KV6081
 KV6081'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6081'5.8 KM (3.60 MI) NORTH NORTHWEST ALONG CARPENTERSVILLE ROAD FROM THE
 KV6081'BRIDGE CROSSING THE DELAWARE RIVER IN RIEGELSVILLE TO THE INTERSECTION
 KV6081'WITH COUNTY ROUTE 635 IN CARPENTERSVILLE, TURN LEFT AND GO WEST FOR
 KV6081'ABOUT 61.0 M (200.1 FT) TO A RETAINING WALL FOR THE RAILROAD TRACK AND
 KV6081'MARK ON THE LEFT. THE DISK IS SET ON THE EAST CONCRETE RETAINING WALL
 KV6081'OF THE RAILROAD PLATFORM, AT THE NORTH ANGLE POINT OF THE WALL, 0.25 M
 KV6081'(0.8 FT) NORTH OF THE NORTH END OF THE PIPE RAIL, 2.25 M (7.4 FT)
 KV6081'NORTH NORTHWEST OF POLE WITH NO NUMBER HOLDING A ELECTRICAL BOX, 23.25
 KV6081'M (76.3 FT) NORTH OF THE SOUTH END OF THE WALL, 3.5 M (11.5 FT) SOUTH
 KV6081'SOUTHWEST OF THE NORTH END OF THE WALL, 19.85 M (65.1 FT) SOUTH
 KV6081'SOUTHWEST OF POLE NUMBER NJ174PT, 3.45 M (11.3 FT) EAST OF THE EAST
 KV6081'RAIL OF THE TRACK. SET FLUSH WITH THE TOP OF THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4574 ***********************************************************************
 KV4574  DESIGNATION -  CARTERET AMER AGRI CHEM CHIM
 KV4574  PID         -  KV4574
 KV4574  STATE/COUNTY-  NJ/MIDDLESEX
 KV4574  USGS QUAD   -  ARTHUR KILL (1981)
 KV4574
 KV4574                         *CURRENT SURVEY CONTROL
 KV4574  ___________________________________________________________________
 KV4574* NAD 83(1996)-  40 34 30.93261(N)    074 12 54.91930(W)     ADJUSTED  
 KV4574* NAVD 88     -                                                        
 KV4574  ___________________________________________________________________
 KV4574  LAPLACE CORR-           5.01  (seconds)                    DEFLEC99
 KV4574  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV4574
 KV4574  HORZ ORDER  -  THIRD
 KV4574
 KV4574.The horizontal coordinates were established by classical geodetic methods
 KV4574.and adjusted by the National Geodetic Survey in September 1999..
 KV4574
 KV4574
 KV4574.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4574
 KV4574.The geoid height was determined by GEOID03.
 KV4574
 KV4574;                    North         East     Units Scale Factor Converg.
 KV4574;SPC NJ       -   193,423.847   174,107.777   MT  0.99990715   +0 11 06.8
 KV4574;SPC NJ       -   634,591.40    571,218.60   sFT  0.99990715   +0 11 06.8
 KV4574;SPC NY L     -    45,394.657   281,773.594   MT  1.00000634   -0 08 26.9
 KV4574;SPC NY L     -   148,932.30    924,452.20   sFT  1.00000634   -0 08 26.9
 KV4574;UTM  18      - 4,491,904.401   566,420.399   MT  0.99965430   +0 30 37.6
 KV4574
 KV4574                          SUPERSEDED SURVEY CONTROL
 KV4574
 KV4574  NAD 83(1996)-  40 34 30.93261(N)    074 12 54.91942(W) AD(       ) 4
 KV4574  NAD 83(1986)-  40 34 30.93328(N)    074 12 54.91569(W) AD(       ) 4
 KV4574  NAD 27      -  40 34 30.56200(N)    074 12 56.39700(W) AD(       ) 3
 KV4574
 KV4574.Superseded values are not recommended for survey control.
 KV4574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4574.See file dsdata.txt to determine how the superseded data were derived.
 KV4574
 KV4574_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6642091904(NAD 83)
 KV4574_MARKER: 85 = CHIMNEY
 KV4574
 KV4574  HISTORY     - Date     Condition        Report By
 KV4574  HISTORY     - 1915     FIRST OBSERVED   CGS
 KV4574  HISTORY     - 1931     GOOD             CGS
 KV4574  HISTORY     - 1973     GOOD             NGS
 KV4574
 KV4574                          STATION DESCRIPTION
 KV4574
 KV4574'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4574'STATION RECOVERED IN GOOD CONDITION, NO DESCRIPTION AVAILABLE.
 KV4574'
 KV4574'A COMPLETE DESCRIPTION FOLLOWS --
 KV4574'
 KV4574'THE PROMINENT CHIMNEY ON THE W SHORE OF ARTHUR KILL, IN
 KV4574'CARTERET AT THE E EXTREMITY OF LIEBIGS LANE, IN THE LIEBIG WORKS
 KV4574'OF THE AMERICAN AGRICULTURAL CHEMICAL COMPANY, RISING FROM THE
 KV4574'GROUND APPROXIMATELY 4 METERS E OF THE POWER-HOUSE (WHICH IS
 KV4574'ISOLATED FROM THE REST OF THE PLANT).  IT IS AN ORDINARY TYPE,
 KV4574'ROUND, RED BRICK CHIMNEY.
 KV4574'
 KV4574'THE STATION MARK IS THE CHIMNEY TOP, APPROXIMATELY 250 FEET
 KV4574'ABOVE GROUND.
 KV4574'
 KV4574'THE POWER-HOUSE IS SUFFICIENTLY LARGE AND ISOLATED TO PERMIT
 KV4574'OF AIR-PHOTO IDENTIFICATION.
 KV4574
 KV4574                          STATION RECOVERY (1973)
 KV4574
 KV4574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 KV4574'THE STATION WAS RECOVERED AS DESCRIBED.  THIS STATION MAY BE
 KV4574'DESTROYED WITHIN THE YEAR.  LOCAL INQUIRY STATED THAT IT WAS
 KV4574'ANTICIPATED TO REMOVE THE STACK.
 KV4574'
 KV4574'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV4574'ABOUT 1 MILE SE OF CARTERET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4576 ***********************************************************************
 KV4576  DESIGNATION -  CARTERET AMER AGRI CHEM STACK
 KV4576  PID         -  KV4576
 KV4576  STATE/COUNTY-  NJ/MIDDLESEX
 KV4576  USGS QUAD   -  ARTHUR KILL (1981)
 KV4576
 KV4576                         *CURRENT SURVEY CONTROL
 KV4576  ___________________________________________________________________
 KV4576* NAD 83(1996)-  40 34 21.68446(N)    074 12 58.76422(W)     ADJUSTED  
 KV4576* NAVD 88     -                                                        
 KV4576  ___________________________________________________________________
 KV4576  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 KV4576  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV4576
 KV4576  HORZ ORDER  -  THIRD
 KV4576
 KV4576.The horizontal coordinates were established by classical geodetic methods
 KV4576.and adjusted by the National Geodetic Survey in September 1999..
 KV4576
 KV4576
 KV4576.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4576
 KV4576.The geoid height was determined by GEOID03.
 KV4576
 KV4576;                    North         East     Units Scale Factor Converg.
 KV4576;SPC NJ       -   193,138.315   174,018.270   MT  0.99990710   +0 11 04.2
 KV4576;SPC NJ       -   633,654.62    570,924.94   sFT  0.99990710   +0 11 04.2
 KV4576;SPC NY L     -    45,109.610   281,682.455   MT  1.00000656   -0 08 29.4
 KV4576;SPC NY L     -   147,997.11    924,153.19   sFT  1.00000656   -0 08 29.4
 KV4576;UTM  18      - 4,491,618.438   566,332.537   MT  0.99965416   +0 30 35.0
 KV4576
 KV4576                          SUPERSEDED SURVEY CONTROL
 KV4576
 KV4576  NAD 83(1996)-  40 34 21.68444(N)    074 12 58.76434(W) AD(       ) 4
 KV4576  NAD 83(1986)-  40 34 21.68517(N)    074 12 58.76052(W) AD(       ) 4
 KV4576  NAD 27      -  40 34 21.31300(N)    074 13 00.24300(W) AD(       ) 3
 KV4576
 KV4576.Superseded values are not recommended for survey control.
 KV4576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4576.See file dsdata.txt to determine how the superseded data were derived.
 KV4576
 KV4576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6633391618(NAD 83)
 KV4576_MARKER: 63 = STACK
 KV4576
 KV4576  HISTORY     - Date     Condition        Report By
 KV4576  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4576  HISTORY     - 1956     GOOD             CGS
 KV4576
 KV4576                          STATION DESCRIPTION
 KV4576
 KV4576'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4576'THE LATTICE STACK ON THE W SIDE OF ARTHUR KILL, IN CARTERET,
 KV4576'IN THE LIEBIG PLANT OF THE AMERICAN AGRICULTURAL CHEMICAL COMPANY,
 KV4576'RISING APPROXIMATELY 4 METERS S OF THE LARGEST AND MOST SOUTHERLY
 KV4576'BUILDING (CONCRETE) IN THE PLANT.  IT IS A TALL, SLENDER, BLACK,
 KV4576'IRON STACK REINFORCED WITH EXTERNAL LATTICE FRAMEWORK.
 KV4576'
 KV4576'THE STATION IS THE STACK-TOP, APPROXIMATELY 165 FEET ABOVE GROUND.
 KV4576
 KV4576                          STATION RECOVERY (1956)
 KV4576
 KV4576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 KV4576'RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4571 ***********************************************************************
 KV4571  DESIGNATION -  CARTERET FOSTER WHEELER TANK
 KV4571  PID         -  KV4571
 KV4571  STATE/COUNTY-  NJ/MIDDLESEX
 KV4571  USGS QUAD   -  ARTHUR KILL (1981)
 KV4571
 KV4571                         *CURRENT SURVEY CONTROL
 KV4571  ___________________________________________________________________
 KV4571* NAD 83(1996)-  40 34 46.31109(N)    074 12 53.13156(W)     ADJUSTED  
 KV4571* NAVD 88     -                                                        
 KV4571  ___________________________________________________________________
 KV4571  LAPLACE CORR-           5.06  (seconds)                    DEFLEC99
 KV4571  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV4571
 KV4571  HORZ ORDER  -  THIRD
 KV4571
 KV4571.The horizontal coordinates were established by classical geodetic methods
 KV4571.and adjusted by the National Geodetic Survey in September 1999..
 KV4571
 KV4571
 KV4571.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4571
 KV4571.The geoid height was determined by GEOID03.
 KV4571
 KV4571;                    North         East     Units Scale Factor Converg.
 KV4571;SPC NJ       -   193,898.302   174,148.285   MT  0.99990718   +0 11 08.0
 KV4571;SPC NJ       -   636,148.01    571,351.50   sFT  0.99990718   +0 11 08.0
 KV4571;SPC NY L     -    45,868.920   281,816.805   MT  1.00000599   -0 08 25.7
 KV4571;SPC NY L     -   150,488.28    924,593.97   sFT  1.00000599   -0 08 25.7
 KV4571;UTM  18      - 4,492,378.958   566,458.203   MT  0.99965436   +0 30 39.0
 KV4571
 KV4571                          SUPERSEDED SURVEY CONTROL
 KV4571
 KV4571  NAD 83(1996)-  40 34 46.31118(N)    074 12 53.13167(W) AD(       ) 4
 KV4571  NAD 83(1986)-  40 34 46.31164(N)    074 12 53.12813(W) AD(       ) 4
 KV4571  NAD 27      -  40 34 45.93900(N)    074 12 54.60900(W) AD(       ) 3
 KV4571
 KV4571.Superseded values are not recommended for survey control.
 KV4571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4571.See file dsdata.txt to determine how the superseded data were derived.
 KV4571
 KV4571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6645892379(NAD 83)
 KV4571_MARKER: 53 = ELEVATED TANK
 KV4571
 KV4571  HISTORY     - Date     Condition        Report By
 KV4571  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4571
 KV4571                          STATION DESCRIPTION
 KV4571
 KV4571'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4571'STATION IS THE LARGE WOODEN TANK ON THE W SHORE OF ARTHUR KILL,
 KV4571'IN CARTERET ON THE W SIDE OF ROOSEVELT AVENUE.  IT IS A CONICAL-TOP,
 KV4571'RED, WOODEN TANK SURMOUNTING A SKELETON SUPPORTING STRUCTURE,
 KV4571'AND HAS FOSTER-WHEELER LETTERED IN WHITE ON ITS N SIDE.
 KV4571'
 KV4571'THE STATION IS THE TANKS POLE-APEX, APPROXIMATELY 125 FEET
 KV4571'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4573 ***********************************************************************
 KV4573  DESIGNATION -  CARTERET MAGYAR REFORMED CH
 KV4573  PID         -  KV4573
 KV4573  STATE/COUNTY-  NJ/MIDDLESEX
 KV4573  USGS QUAD   -  ARTHUR KILL (1981)
 KV4573
 KV4573                         *CURRENT SURVEY CONTROL
 KV4573  ___________________________________________________________________
 KV4573* NAD 83(1996)-  40 34 36.74024(N)    074 13 20.42498(W)     ADJUSTED  
 KV4573* NAVD 88     -                                                        
 KV4573  ___________________________________________________________________
 KV4573  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 KV4573  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV4573
 KV4573  HORZ ORDER  -  THIRD
 KV4573
 KV4573.The horizontal coordinates were established by classical geodetic methods
 KV4573.and adjusted by the National Geodetic Survey in September 1999..
 KV4573
 KV4573
 KV4573.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4573
 KV4573.The geoid height was determined by GEOID03.
 KV4573
 KV4573;                    North         East     Units Scale Factor Converg.
 KV4573;SPC NJ       -   193,601.057   173,507.370   MT  0.99990680   +0 10 50.2
 KV4573;SPC NJ       -   635,172.80    569,248.76   sFT  0.99990680   +0 10 50.2
 KV4573;SPC NY L     -    45,575.298   281,174.146   MT  1.00000621   -0 08 43.5
 KV4573;SPC NY L     -   149,524.96    922,485.51   sFT  1.00000621   -0 08 43.5
 KV4573;UTM  18      - 4,492,078.156   565,819.149   MT  0.99965332   +0 30 21.1
 KV4573
 KV4573                          SUPERSEDED SURVEY CONTROL
 KV4573
 KV4573  NAD 83(1996)-  40 34 36.74045(N)    074 13 20.42520(W) AD(       ) 4
 KV4573  NAD 83(1986)-  40 34 36.74050(N)    074 13 20.42093(W) AD(       ) 4
 KV4573  NAD 27      -  40 34 36.37100(N)    074 13 21.90300(W) AD(       ) 3
 KV4573
 KV4573.Superseded values are not recommended for survey control.
 KV4573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4573.See file dsdata.txt to determine how the superseded data were derived.
 KV4573
 KV4573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6581992078(NAD 83)
 KV4573_MARKER: 90 = CHURCH SPIRE
 KV4573
 KV4573  HISTORY     - Date     Condition        Report By
 KV4573  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4573  HISTORY     - 1956     GOOD             CGS
 KV4573
 KV4573                          STATION DESCRIPTION
 KV4573
 KV4573'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4573'THE SLIM SPIRE ON THE W SIDE OF ARTHUR KILL, IN CARTERET ON
 KV4573'THE NW CORNER OF WASHINGTON AND PERSHING AVENUES, ATOP THE MAGYAR
 KV4573'REFORMED CHURCH, RISING FROM THE E SIDE OF THE RED BRICK CHURCH
 KV4573'BUILDING.  IT IS AN OCTAGONAL, COPPER SPIRE ATOP A RED BRICK
 KV4573'TOWER.
 KV4573'
 KV4573'THE STATION IS THE BASE OF THE ROD SUPPORTING A STAR AT THE
 KV4573'SPIRE APEX.
 KV4573
 KV4573                          STATION RECOVERY (1956)
 KV4573
 KV4573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 KV4573'RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4562 ***********************************************************************
 KV4562  DESIGNATION -  CARTERET S TRANSMISSION TOWER
 KV4562  PID         -  KV4562
 KV4562  STATE/COUNTY-  NJ/MIDDLESEX
 KV4562  USGS QUAD   -  ARTHUR KILL (1981)
 KV4562
 KV4562                         *CURRENT SURVEY CONTROL
 KV4562  ___________________________________________________________________
 KV4562* NAD 83(1996)-  40 35 55.67828(N)    074 14 01.16624(W)     ADJUSTED  
 KV4562* NAVD 88     -                                                        
 KV4562  ___________________________________________________________________
 KV4562  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 KV4562  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV4562
 KV4562  HORZ ORDER  -  THIRD
 KV4562
 KV4562.The horizontal coordinates were established by classical geodetic methods
 KV4562.and adjusted by the National Geodetic Survey in September 1999..
 KV4562
 KV4562
 KV4562.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4562
 KV4562.The geoid height was determined by GEOID03.
 KV4562
 KV4562;                    North         East     Units Scale Factor Converg.
 KV4562;SPC NJ       -   196,032.789   172,541.879   MT  0.99990625   +0 10 24.0
 KV4562;SPC NJ       -   643,150.91    566,081.15   sFT  0.99990625   +0 10 24.0
 KV4562;SPC NY L     -    48,012.727   280,222.416   MT  1.00000447   -0 09 10.2
 KV4562;SPC NY L     -   157,521.76    919,363.04   sFT  1.00000447   -0 09 10.2
 KV4562;UTM  18      - 4,494,503.751   564,840.114   MT  0.99965175   +0 29 55.4
 KV4562
 KV4562                          SUPERSEDED SURVEY CONTROL
 KV4562
 KV4562  NAD 83(1996)-  40 35 55.67831(N)    074 14 01.16644(W) AD(       ) 4
 KV4562  NAD 83(1986)-  40 35 55.67780(N)    074 14 01.16157(W) AD(       ) 4
 KV4562  NAD 27      -  40 35 55.31100(N)    074 14 02.64600(W) AD(       ) 3
 KV4562
 KV4562.Superseded values are not recommended for survey control.
 KV4562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4562.See file dsdata.txt to determine how the superseded data were derived.
 KV4562
 KV4562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6484094504(NAD 83)
 KV4562_MARKER: 55 = TOWER
 KV4562
 KV4562  HISTORY     - Date     Condition        Report By
 KV4562  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4562
 KV4562                          STATION DESCRIPTION
 KV4562
 KV4562'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4562'THE SOUTHERLY OF TWO TWIN LATTICE TOWERS, THIS ONE ON THE S BANK
 KV4562'OF THE RAHWAY RIVER, IN CARTERET 1/2 MILE N OF ROOSEVELT AVENUE
 KV4562'AND IMMEDIATELY E OF THE NEWARK-PERTH AMBOY FAST LINE TROLLEY
 KV4562'TRACKS.  IT IS A 4-SIDED, BLACK, IRON, TRANSMISSION TOWER WITH
 KV4562'LATTICE CONSTRUCTION.
 KV4562'
 KV4562'THE STATION IS THE TOWER-TOP, APPROXIMATELY 120 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4575 ***********************************************************************
 KV4575  DESIGNATION -  CARTERET ST ELIAS GREEK CH
 KV4575  PID         -  KV4575
 KV4575  STATE/COUNTY-  NJ/MIDDLESEX
 KV4575  USGS QUAD   -  ARTHUR KILL (1981)
 KV4575
 KV4575                         *CURRENT SURVEY CONTROL
 KV4575  ___________________________________________________________________
 KV4575* NAD 83(1996)-  40 34 27.57819(N)    074 13 19.54881(W)     ADJUSTED  
 KV4575* NAVD 88     -                                                        
 KV4575  ___________________________________________________________________
 KV4575  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 KV4575  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV4575
 KV4575  HORZ ORDER  -  THIRD
 KV4575
 KV4575.The horizontal coordinates were established by classical geodetic methods
 KV4575.and adjusted by the National Geodetic Survey in September 1999..
 KV4575
 KV4575
 KV4575.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4575
 KV4575.The geoid height was determined by GEOID03.
 KV4575
 KV4575;                    North         East     Units Scale Factor Converg.
 KV4575;SPC NJ       -   193,318.537   173,528.867   MT  0.99990681   +0 10 50.7
 KV4575;SPC NJ       -   634,245.90    569,319.29   sFT  0.99990681   +0 10 50.7
 KV4575;SPC NY L     -    45,292.632   281,194.037   MT  1.00000642   -0 08 43.0
 KV4575;SPC NY L     -   148,597.58    922,550.77   sFT  1.00000642   -0 08 43.0
 KV4575;UTM  18      - 4,491,795.834   565,842.243   MT  0.99965336   +0 30 21.6
 KV4575
 KV4575                          SUPERSEDED SURVEY CONTROL
 KV4575
 KV4575  NAD 83(1996)-  40 34 27.57822(N)    074 13 19.54892(W) AD(       ) 4
 KV4575  NAD 83(1986)-  40 34 27.57900(N)    074 13 19.54488(W) AD(       ) 4
 KV4575  NAD 27      -  40 34 27.20700(N)    074 13 21.02600(W) AD(       ) 3
 KV4575
 KV4575.Superseded values are not recommended for survey control.
 KV4575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4575.See file dsdata.txt to determine how the superseded data were derived.
 KV4575
 KV4575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6584291796(NAD 83)
 KV4575_MARKER: 91 = CHURCH CROSS
 KV4575
 KV4575  HISTORY     - Date     Condition        Report By
 KV4575  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4575
 KV4575                          STATION DESCRIPTION
 KV4575
 KV4575'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4575'THE STEEPLE ON THE W SIDE OF ARTHUR KILL, IN CARTERET ON THE SE
 KV4575'CORNER OF COOKE AVENUE AND ROMANOWSKI STREET, OF THE ST. ELIAS
 KV4575'GREEK CATHOLIC CHURCH, RISING FROM THE W SIDE OF THE BUILDING.  IT
 KV4575'IS A SQUARE, PYRAMIDAL, BROWN-SHINGLED CUPOLA.
 KV4575'
 KV4575'THE STATION IS THE BASE OF THE THREE-BARRED GOLD CROSS (GREEK)
 KV4575'AT THE STEEPLE-APEX, APPROXIMATELY 75 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4580 ***********************************************************************
 KV4580  DESIGNATION -  CARTERET US METAL REFIN S CHIM
 KV4580  PID         -  KV4580
 KV4580  STATE/COUNTY-  NJ/MIDDLESEX
 KV4580  USGS QUAD   -  ARTHUR KILL (1981)
 KV4580
 KV4580                         *CURRENT SURVEY CONTROL
 KV4580  ___________________________________________________________________
 KV4580* NAD 83(1996)-  40 33 49.72953(N)    074 13 05.66731(W)     ADJUSTED  
 KV4580* NAVD 88     -                                                        
 KV4580  ___________________________________________________________________
 KV4580  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 KV4580  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV4580
 KV4580  HORZ ORDER  -  THIRD
 KV4580
 KV4580.The horizontal coordinates were established by classical geodetic methods
 KV4580.and adjusted by the National Geodetic Survey in September 1999..
 KV4580
 KV4580
 KV4580.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4580
 KV4580.The geoid height was determined by GEOID03.
 KV4580
 KV4580;                    North         East     Units Scale Factor Converg.
 KV4580;SPC NJ       -   192,152.209   173,859.070   MT  0.99990700   +0 10 59.6
 KV4580;SPC NJ       -   630,419.37    570,402.63   sFT  0.99990700   +0 10 59.6
 KV4580;SPC NY L     -    44,124.328   281,517.630   MT  1.00000732   -0 08 33.9
 KV4580;SPC NY L     -   144,764.57    923,612.42   sFT  1.00000732   -0 08 33.9
 KV4580;UTM  18      - 4,490,631.694   566,178.975   MT  0.99965391   +0 30 30.2
 KV4580
 KV4580                          SUPERSEDED SURVEY CONTROL
 KV4580
 KV4580  NAD 83(1996)-  40 33 49.72959(N)    074 13 05.66762(W) AD(       ) 4
 KV4580  NAD 83(1986)-  40 33 49.73072(N)    074 13 05.66330(W) AD(       ) 4
 KV4580  NAD 27      -  40 33 49.35700(N)    074 13 07.14400(W) AD(       ) 3
 KV4580
 KV4580.Superseded values are not recommended for survey control.
 KV4580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4580.See file dsdata.txt to determine how the superseded data were derived.
 KV4580
 KV4580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6617990632(NAD 83)
 KV4580_MARKER: 85 = CHIMNEY
 KV4580
 KV4580  HISTORY     - Date     Condition        Report By
 KV4580  HISTORY     - 1915     FIRST OBSERVED   CGS
 KV4580  HISTORY     - 1931     GOOD             CGS
 KV4580
 KV4580                          STATION DESCRIPTION
 KV4580
 KV4580'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4580'STATION RECOVERED IN GOOD CONDITION, NO DESCRIPTION AVAILABLE.
 KV4580'
 KV4580'A COMPLETE DESCRIPTION FOLLOWS--
 KV4580'
 KV4580'THE MOST SOUTHERLY TALL CHIMNEY, IN CARTERET, APPROXIMATELY
 KV4580'100 METERS W OF ARTHUR KILL AT THE FOOT OF HUDSON STREET, IN THE
 KV4580'SMELTER PLANT OF THE U.S. METALS REFINING COMPANY.  IT IS A
 KV4580'TAPERED ROUND, RED-BRICK CHIMNEY CHARACTERIZED BY ITS STRAIGHT
 KV4580'TOP AND LACK OF COLLAR.
 KV4580'
 KV4580'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 200 FEET ABOVE THE
 KV4580'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4566 ***********************************************************************
 KV4566  DESIGNATION -  CARTERET VA CAR CHEM CO TANK
 KV4566  PID         -  KV4566
 KV4566  STATE/COUNTY-  NJ/MIDDLESEX
 KV4566  USGS QUAD   -  ARTHUR KILL (1981)
 KV4566
 KV4566                         *CURRENT SURVEY CONTROL
 KV4566  ___________________________________________________________________
 KV4566* NAD 83(1996)-  40 35 24.00061(N)    074 12 42.57779(W)     ADJUSTED  
 KV4566* NAVD 88     -                                                        
 KV4566  ___________________________________________________________________
 KV4566  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 KV4566  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV4566
 KV4566  HORZ ORDER  -  THIRD
 KV4566
 KV4566.The horizontal coordinates were established by classical geodetic methods
 KV4566.and adjusted by the National Geodetic Survey in September 1999..
 KV4566
 KV4566
 KV4566.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4566
 KV4566.The geoid height was determined by GEOID03.
 KV4566
 KV4566;                    North         East     Units Scale Factor Converg.
 KV4566;SPC NJ       -   195,061.570   174,392.668   MT  0.99990732   +0 11 15.0
 KV4566;SPC NJ       -   639,964.50    572,153.28   sFT  0.99990732   +0 11 15.0
 KV4566;SPC NY L     -    47,030.893   282,067.829   MT  1.00000515   -0 08 18.8
 KV4566;SPC NY L     -   154,300.52    925,417.54   sFT  1.00000515   -0 08 18.8
 KV4566;UTM  18      - 4,493,543.301   566,695.918   MT  0.99965475   +0 30 46.2
 KV4566
 KV4566                          SUPERSEDED SURVEY CONTROL
 KV4566
 KV4566  NAD 83(1996)-  40 35 24.00062(N)    074 12 42.57790(W) AD(       ) 4
 KV4566  NAD 83(1986)-  40 35 24.00065(N)    074 12 42.57438(W) AD(       ) 4
 KV4566  NAD 27      -  40 35 23.62900(N)    074 12 44.05400(W) AD(       ) 3
 KV4566
 KV4566.Superseded values are not recommended for survey control.
 KV4566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4566.See file dsdata.txt to determine how the superseded data were derived.
 KV4566
 KV4566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6669693543(NAD 83)
 KV4566_MARKER: 53 = ELEVATED TANK
 KV4566
 KV4566  HISTORY     - Date     Condition        Report By
 KV4566  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4566
 KV4566                          STATION DESCRIPTION
 KV4566
 KV4566'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4566'THE NARROW TANK, ON THE W SHORE OF ARTHUR KILL, IN CARTERET
 KV4566'IN A MARSH TO THE W OF THE VIRGINIA-CAROLINA CHEMICAL COMPANY AND
 KV4566'APPROXIMATELY 33 METERS W OF A SPUR TRACK OF THE CENTRAL RAILROAD
 KV4566'OF NEW JERSEY.  IT IS A CONICAL TOPPED, BLACK, IRON TANK.  A BLACK
 KV4566'BUILDING APPROXIMATELY 10 FEET HIGH IS ENCLOSED BY THE LEGS OF
 KV4566'THE TANK.
 KV4566'
 KV4566'THE STATION IS THE TANK-APEX, APPROXIMATELY 175 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4924 ***********************************************************************
 KV4924  DESIGNATION -  CASEMATE USCA 1940
 KV4924  PID         -  KV4924
 KV4924  STATE/COUNTY-  NJ/MONMOUTH
 KV4924  USGS QUAD   -  SANDY HOOK (1981)
 KV4924
 KV4924                         *CURRENT SURVEY CONTROL
 KV4924  ___________________________________________________________________
 KV4924* NAD 83(1996)-  40 28 15.54379(N)    074 00 37.55954(W)     ADJUSTED  
 KV4924* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4924  ___________________________________________________________________
 KV4924  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 KV4924  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV4924
 KV4924  HORZ ORDER  -  SECOND
 KV4924
 KV4924.The horizontal coordinates were established by classical geodetic methods
 KV4924.and adjusted by the National Geodetic Survey in September 1999..
 KV4924
 KV4924.The orthometric height was scaled from a topographic map.
 KV4924
 KV4924.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4924
 KV4924.The geoid height was determined by GEOID03.
 KV4924
 KV4924;                    North         East     Units Scale Factor Converg.
 KV4924;SPC NJ       -   181,922.007   191,513.286   MT  0.99992121   +0 19 04.0
 KV4924;SPC NJ       -   596,855.78    628,323.17   sFT  0.99992121   +0 19 04.0
 KV4924;UTM  18      - 4,480,504.225   583,886.592   MT  0.99968662   +0 38 32.4
 KV4924
 KV4924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4924!SPC NJ       -   1.00000466  x   0.99992121  =   0.99992587
 KV4924!UTM  18      -   1.00000466  x   0.99968662  =   0.99969128
 KV4924
 KV4924:                Primary Azimuth Mark                     Grid Az
 KV4924:SPC NJ       -  CHAPEL HILL ATT MICRO TOWER              200 16 49.1
 KV4924:UTM  18      -  CHAPEL HILL ATT MICRO TOWER              199 57 20.7
 KV4924
 KV4924|---------------------------------------------------------------------|
 KV4924| PID    Reference Object                     Distance      Geod. Az  |
 KV4924|                                                           dddmmss.s |
 KV4924| KV4989 CHAPEL HILL ATT MICRO TOWER         APPROX. 8.0 KM 2003553.1 |
 KV4924| KV4965 SANDY HOOK POINT LIGHT              APPROX. 0.7 KM 2681509.4 |
 KV4924|---------------------------------------------------------------------|
 KV4924
 KV4924                          SUPERSEDED SURVEY CONTROL
 KV4924
 KV4924  NAD 83(1996)-  40 28 15.54361(N)    074 00 37.55945(W) AD(       ) 2
 KV4924  NAD 83(1986)-  40 28 15.54327(N)    074 00 37.55875(W) AD(       ) 2
 KV4924  NAD 27      -  40 28 15.15700(N)    074 00 39.05800(W) AD(       ) 2
 KV4924
 KV4924.Superseded values are not recommended for survey control.
 KV4924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4924.See file dsdata.txt to determine how the superseded data were derived.
 KV4924
 KV4924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8388780504(NAD 83)
 KV4924_MARKER: DD = SURVEY DISK
 KV4924_SETTING: 0 = UNSPECIFIED SETTING
 KV4924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4924
 KV4924  HISTORY     - Date     Condition        Report By
 KV4924  HISTORY     - 1940     MONUMENTED       LOCENG
 KV4924  HISTORY     - 1962     GOOD             CGS
 KV4924  HISTORY     - 19950830 GOOD             USPSQD
 KV4924
 KV4924                          STATION DESCRIPTION
 KV4924
 KV4924'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (CIA)
 KV4924'A STATION LOCATED BY TRIANGULATION AND TRAVERSE ON THE E SIDE OF
 KV4924'THE TOP OF A CASEMATE AT THE N SIDE OF SANDY HOOK.  THE STATION IS
 KV4924'MARKED BY A U.S.C.A. DISK, STAMPED CASEMATE AND SET IN THE
 KV4924'CONCRETE TOP OF THE CASEMATE.
 KV4924'
 KV4924'STATION MC WAS LOCATED FROM THIS STATION BY AZIMUTH AND
 KV4924'DISTANCE.  STATION MC IS MARKED BY A U.S.C. AND G.S. DISK, SET IN
 KV4924'THE CENTER OF A CONCRETE INSTRUMENT BASE OCTAGONAL IN SHAPE IN THE
 KV4924'FLOOR OF THE OBSERVATION ROOM ON THE TOP OF THE CASEMATE.  IT IS
 KV4924'STAMPED MC CASEMATE 1940.
 KV4924
 KV4924                          STATION RECOVERY (1962)
 KV4924
 KV4924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV4924'RECOVERED IN GOOD CONDITION.
 KV4924
 KV4924                          STATION RECOVERY (1995)
 KV4924
 KV4924'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4284 ***********************************************************************
 KV4284  DESIGNATION -  CASTLE STEVENS 1875
 KV4284  PID         -  KV4284
 KV4284  STATE/COUNTY-  NJ/HUDSON
 KV4284  USGS QUAD   -  JERSEY CITY (1981)
 KV4284
 KV4284                         *CURRENT SURVEY CONTROL
 KV4284  ___________________________________________________________________
 KV4284* NAD 83(1996)-  40 44 41.51640(N)    074 01 26.51663(W)     ADJUSTED  
 KV4284* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 KV4284  ___________________________________________________________________
 KV4284  LAPLACE CORR-           5.71  (seconds)                    DEFLEC99
 KV4284  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 KV4284
 KV4284  HORZ ORDER  -  THIRD
 KV4284
 KV4284.The horizontal coordinates were established by classical geodetic methods
 KV4284.and adjusted by the National Geodetic Survey in September 1999..
 KV4284
 KV4284.The orthometric height was scaled from a topographic map.
 KV4284
 KV4284.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4284
 KV4284.The geoid height was determined by GEOID03.
 KV4284
 KV4284;                    North         East     Units Scale Factor Converg.
 KV4284;SPC NJ       -   212,326.335   190,195.691   MT  0.99991988   +0 18 38.4
 KV4284;SPC NJ       -   696,607.32    624,000.36   sFT  0.99991988   +0 18 38.4
 KV4284;SPC NY L     -    64,206.918   297,970.260   MT  0.99999658   -0 00 56.6
 KV4284;SPC NY L     -   210,652.20    977,590.76   sFT  0.99999658   -0 00 56.6
 KV4284;UTM  18      - 4,510,893.420   582,396.657   MT  0.99968356   +0 38 13.4
 KV4284
 KV4284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4284!SPC NJ       -   1.00000003  x   0.99991988  =   0.99991991
 KV4284!SPC NY L     -   1.00000003  x   0.99999658  =   0.99999661
 KV4284!UTM  18      -   1.00000003  x   0.99968356  =   0.99968359
 KV4284
 KV4284:                Primary Azimuth Mark                     Grid Az
 KV4284:SPC NJ       -  WEEHAWKEN HACKENSACK WATER TWR           005 06 24.6
 KV4284:SPC NY L     -  WEEHAWKEN HACKENSACK WATER TWR           005 25 59.6
 KV4284:UTM  18      -  WEEHAWKEN HACKENSACK WATER TWR           004 46 49.6
 KV4284
 KV4284|---------------------------------------------------------------------|
 KV4284| PID    Reference Object                     Distance      Geod. Az  |
 KV4284|                                                           dddmmss.s |
 KV4284| KV4105 WEEHAWKEN HACKENSACK WATER TWR      APPROX. 3.3 KM 0052503.0 |
 KV4284| KV4108 WEEHAWKEN DIA LINES PIER K TK       APPROX. 2.9 KM 0144148.9 |
 KV4284| KU3962 MANHATTAN C GAS 45TH ST HOLDER      APPROX. 3.0 KM 0461956.2 |
 KV4284| KV4366 MANHATTAN 23 ST FERRY BLDG FP       APPROX. 1.3 KM 0682959.6 |
 KV4284| KV4370 MANHATTAN NATL BISCUIT CO FLAG      APPROX. 1.3 KM 0962917.1 |
 KV4284| KU3594 MANHATTAN CONSOL G E CO CLKTWR      APPROX. 3.2 KM 1113632.2 |
 KV4284| KU3582 MANHATTAN 1 FIFTH AVE BLDG TWR      APPROX. 2.8 KM 1212733.4 |
 KV4284| KV4388 MANHATTAN DWNTWN ATHLETIC C FP      APPROX. 4.4 KM 1703627.5 |
 KV4284| KV4267 HOBOKEN ST PETERS AND PAULS CH      APPROX. 0.6 KM 2264024.5 |
 KV4284| KV4287 JERSEY CITY K AND E HIGHEST TK      APPROX. 0.8 KM 2561537.0 |
 KV4284| KV4123 JERSEY CITY ST ANNES CATH CH        APPROX. 2.5 KM 2913605.3 |
 KV4284| KV4112 HOBOKEN H R MALLINSON TANK          APPROX. 1.9 KM 3224236.5 |
 KV4284| KV4097 UNION CITY ST JOSEPHS CATH CH       APPROX. 2.3 KM 3252645.3 |
 KV4284| KV4120 HOBOKEN LIPTON TEA CO CHIMNEY       APPROX. 1.1 KM 3503005.3 |
 KV4284|---------------------------------------------------------------------|
 KV4284
 KV4284                          SUPERSEDED SURVEY CONTROL
 KV4284
 KV4284  NAD 83(1996)-  40 44 41.51638(N)    074 01 26.51662(W) AD(       ) 3
 KV4284  NAD 83(1996)-  40 44 41.51608(N)    074 01 26.51721(W) AD(       ) 3
 KV4284  NAD 83(1992)-  40 44 41.51537(N)    074 01 26.51771(W) AD(       ) 3
 KV4284  NAD 83(1986)-  40 44 41.51778(N)    074 01 26.51887(W) AD(       ) 3
 KV4284  NAD 27      -  40 44 41.15200(N)    074 01 28.01100(W) AD(       ) 3
 KV4284
 KV4284.Superseded values are not recommended for survey control.
 KV4284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4284.See file dsdata.txt to determine how the superseded data were derived.
 KV4284
 KV4284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8239710893(NAD 83)
 KV4284
 KV4284  HISTORY     - Date     Condition        Report By
 KV4284  HISTORY     - 1875     MONUMENTED       COASUR
 KV4284  HISTORY     - 1932     GOOD             CGS
 KV4284  HISTORY     - 20010319 MARK NOT FOUND   PORANY
 KV4284
 KV4284                          STATION DESCRIPTION
 KV4284
 KV4284'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4284'RECOVERED IN GOOD CONDITION.
 KV4284'
 KV4284'A COMPLETE DESCRIPTION FOLLOWS--THIS STATION IS ON THE W SIDE
 KV4284'OF THE HUDSON RIVER, IN HOBOKEN, AT THE E END OF 8TH STREET, IN
 KV4284'THE GROUNDS OF THE STEVENS INSTITUTE OF TECHNOLOGY ATOP THE
 KV4284'BUILDING NEAREST THE WATER.  THIS BUILDING SITUATED ON THE HIGH
 KV4284'GROUND OVERLOOKING THE HUDSON RIVER, AND KNOWN AS CASTLE STEVENS,
 KV4284'IS NOW USED AS A DORMITORY.  THE STATION IS LOCATED ATOP AND IN
 KV4284'THE SW CORNER OF A SQUARE TOWER (9.1 BY 9.1 METERS).
 KV4284'
 KV4284'STATION IS MARKED BY THE PUNCH-HOLE IN A COPPER ROOFING NAIL
 KV4284'(1/2-INCH HEAD DIAMETER).  THIS POINT IS IN THE CENTER OF THREE
 KV4284'CONCRETE TRIPOD SUPPORTS.  NO REFERENCE MARKS WERE
 KV4284'PLACED.  REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4284'
 KV4284'NORMAL TO NW INSIDE EDGE OF GUTTER 1.635 METERS
 KV4284'
 KV4284'NORMAL TO SW INSIDE EDGE OF GUTTER 1.66 METERS
 KV4284'
 KV4284'TO W CORNER INSIDE EDGE OF GUTTER 2.30 METERS
 KV4284'
 KV4284'TO NEAR CIRCUMFERENCE FLAGPOLE 5.31 METERS
 KV4284'
 KV4284'TO SW CORNER OF HATCH 4.86 METERS
 KV4284'
 KV4284'TO NW CORNER OF HATCH 6.05 METERS
 KV4284'
 KV4284'THERE IS SUFFICIENT ROOM FOR CENTRAL TRIPOD SET-UPS.  FAIR
 KV4284'FOOTING IS AFFORDED BY THE CONCRETE TRIPOD SUPPORTS.  THE UNSTABLE
 KV4284'ROOF NECESSITATES AN OBSERVERS PLATFORM.
 KV4284
 KV4284                          STATION RECOVERY (2001)
 KV4284
 KV4284'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV4284'SITE OF MARK NOW A LARGE BUILDING ON CAMPUS OF STEVENS TECHNICAL
 KV4284'COLLEGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2632 ***********************************************************************
 LY2632  DESIGNATION -  CATFISH
 LY2632  PID         -  LY2632
 LY2632  STATE/COUNTY-  NJ/WARREN
 LY2632  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY2632
 LY2632                         *CURRENT SURVEY CONTROL
 LY2632  ___________________________________________________________________
 LY2632* NAD 83(1996)-  41 02 51.35509(N)    074 58 20.79097(W)     ADJUSTED  
 LY2632* NAVD 88     -       479.     (meters)    1572.     (feet)  SCALED    
 LY2632  ___________________________________________________________________
 LY2632  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 LY2632  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LY2632
 LY2632  HORZ ORDER  -  FIRST
 LY2632
 LY2632.The horizontal coordinates were established by classical geodetic methods
 LY2632.and adjusted by the National Geodetic Survey in September 1999..
 LY2632
 LY2632.The orthometric height was scaled from a topographic map.
 LY2632
 LY2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2632
 LY2632.The geoid height was determined by GEOID03.
 LY2632
 LY2632;                    North         East     Units Scale Factor Converg.
 LY2632;SPC NJ       -   245,940.602   110,283.529   MT  0.99991941   -0 18 36.9
 LY2632;SPC NJ       -   806,890.13    361,821.88   sFT  0.99991941   -0 18 36.9
 LY2632;SPC PA N     -   101,574.790   833,476.896   MT  0.99997755   +1 50 14.9
 LY2632;SPC PA N     -   333,249.96  2,734,498.78   sFT  0.99997755   +1 50 14.9
 LY2632;SPC PA S     -   194,022.514   833,486.869   MT  1.00001372   +1 48 07.4
 LY2632;SPC PA S     -   636,555.53  2,734,531.50   sFT  1.00001372   +1 48 07.4
 LY2632;UTM  18      - 4,544,041.350   502,316.007   MT  0.99960007   +0 01 05.1
 LY2632
 LY2632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2632!SPC NJ       -   0.99993006  x   0.99991941  =   0.99984948
 LY2632!SPC PA N     -   0.99993006  x   0.99997755  =   0.99990762
 LY2632!SPC PA S     -   0.99993006  x   1.00001372  =   0.99994378
 LY2632!UTM  18      -   0.99993006  x   0.99960007  =   0.99953016
 LY2632
 LY2632:                Primary Azimuth Mark                     Grid Az
 LY2632:SPC NJ       -  SMITHS HILL 2                            078 39 29.4
 LY2632:SPC PA N     -  SMITHS HILL 2                            076 30 37.6
 LY2632:SPC PA S     -  SMITHS HILL 2                            076 32 45.1
 LY2632:UTM  18      -  SMITHS HILL 2                            078 19 47.4
 LY2632
 LY2632|---------------------------------------------------------------------|
 LY2632| PID    Reference Object                     Distance      Geod. Az  |
 LY2632|                                                           dddmmss.s |
 LY2632| LY2622 SMITHS HILL 2                       APPROX.19.4 KM 0782052.5 |
 LY2632| CB3794 CATFISH RM 2                         15.255 METERS 11820     |
 LY2632| CB3792 MARKSBORO CH STEEPLE                               1413437.1 |
 LY2632| CB3795 CATFISH RM 3                         13.268 METERS 24754     |
 LY2632|---------------------------------------------------------------------|
 LY2632
 LY2632                          SUPERSEDED SURVEY CONTROL
 LY2632
 LY2632  NAD 83(1996)-  41 02 51.35467(N)    074 58 20.79206(W) AD(       ) 1
 LY2632  NAD 83(1986)-  41 02 51.35471(N)    074 58 20.79197(W) AD(       ) 1
 LY2632  NAD 27      -  41 02 51.00400(N)    074 58 22.16900(W) AD(       ) 1
 LY2632
 LY2632.Superseded values are not recommended for survey control.
 LY2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2632.See file dsdata.txt to determine how the superseded data were derived.
 LY2632
 LY2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0231644041(NAD 83)
 LY2632_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2632_SETTING: 66 = SET IN ROCK OUTCROP
 LY2632
 LY2632  HISTORY     - Date     Condition        Report By
 LY2632  HISTORY     - 1937     MONUMENTED       NJGS
 LY2632  HISTORY     - 1940     SEE DESCRIPTION  CGS
 LY2632  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LY2632
 LY2632                          STATION DESCRIPTION
 LY2632
 LY2632'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1937 (AN)
 LY2632'STATION IS LOCATED ON THE HIGHEST RIDGE ABOUT 1.5 MILES SOUTH
 LY2632'OF MILLBROOK BENEATH THE CATFISH FIRE LOOKOUT TOWER.
 LY2632'
 LY2632'STATION MARK IS A DEPARTMENT OF CONSERVATION AND DEVELOPMENT
 LY2632'GEODETIC SURVEY DISK SET IN BEDROCK 1.1 FEET BELOW THE SURFACE
 LY2632'OF GROUND AND STAMPED CATFISH.
 LY2632'
 LY2632'TO REACH STATION FROM BLAIRSTOWN, FOLLOW BLAIRSTOWN-MILLBROOK
 LY2632'ROAD TO SUMMIT OF RIDGE (ABOUT 6.25 MILES), PARK CAR IN WOODS
 LY2632'ROAD AND WALK SOUTHWEST 1.2 MILES ALONG APPALACHIAN TRAIL,
 LY2632'FOLLOWING TELEPHONE WIRES, TO FIRE LOOKOUT TOWER.
 LY2632'
 LY2632'STATION AND REFERENCE MARKS ARE SET ACCORDING TO NOTES 2 AND
 LY2632'12A.
 LY2632'
 LY2632'REFERENCE MARK NO.1, A DEPARTMENT OF CONSERVATION AND
 LY2632'DEVELOPMENT GEODETIC SURVEY DISK, STAMPED R.M.1, IS 3.329 FEET
 LY2632'NORTHEAST OF THE STATION IN THE CORNER OF CONCRETE TOWER
 LY2632'FOUNDATION.
 LY2632'
 LY2632'REFERENCE MARK NO.2, DEPARTMENT OF CONSERVATION AND DEVELOPMENT
 LY2632'GEODETIC SURVEY DISK, STAMPED R.M.2, IS 50.565 FEET SOUTHEAST
 LY2632'OF THE STATION, SET IN ROCK OUTCROP.
 LY2632'
 LY2632'REFERENCE MARK NO.3, A DEPARTMENT OF CONSERVATION AND
 LY2632'DEVELOPMENT GEODETIC SURVEY DISK, STAMPED R.M.3, IS 43.570 FEET
 LY2632'NORTHWEST OF THE STATION, SET IN ROCK OUTCROP.
 LY2632'
 LY2632'AZIMUTH MARK IS THE APEX OF MARKSBORO STEEPLE ABOUT 5 MILES
 LY2632'SOUTHEAST OF STATION.
 LY2632'
 LY2632'A 26-FOOT STAND CLEARS ALL LINES OBSERVED.
 LY2632
 LY2632                          STATION RECOVERY (1940)
 LY2632
 LY2632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (RJS)
 LY2632'STATION WAS RECOVERED AS DESCRIBED AND THE DESCRIPTION IS
 LY2632'ADEQUATE.  THE DIRECTION TO THE AZIMUTH MARK WAS NOT CHECKED
 LY2632'BECAUSE OF FOG IN THE VALLEY WHEN THE STATION WAS OCCUPIED.
 LY2632
 LY2632                          STATION RECOVERY (1958)
 LY2632
 LY2632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 LY2632'THE STATION AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED AS
 LY2632'DESCRIBED AND FOUND IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LY2632'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6554 ***********************************************************************
 AB6554  PACS        -  This is a Primary Airport Control Station.
 AB6554  DESIGNATION -  CDW A
 AB6554  PID         -  AB6554
 AB6554  STATE/COUNTY-  NJ/ESSEX
 AB6554  USGS QUAD   -  POMPTON PLAINS (1995)
 AB6554
 AB6554                         *CURRENT SURVEY CONTROL
 AB6554  ___________________________________________________________________
 AB6554* NAD 83(1996)-  40 52 42.56664(N)    074 16 44.00227(W)     ADJUSTED  
 AB6554* NAVD 88     -        51.95   (meters)     170.4    (feet)  GPS OBS   
 AB6554  ___________________________________________________________________
 AB6554  X           -   1,308,563.642 (meters)                     COMP
 AB6554  Y           -  -4,648,787.682 (meters)                     COMP
 AB6554  Z           -   4,152,242.573 (meters)                     COMP
 AB6554  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 AB6554  ELLIP HEIGHT-          19.49  (meters)          (01/21/03) GPS OBS
 AB6554  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 AB6554
 AB6554  HORZ ORDER  -  B
 AB6554  ELLP ORDER  -  FIRST     CLASS I
 AB6554
 AB6554.This mark is at Essex County Airport (CDW)
 AB6554
 AB6554.The horizontal coordinates were established by GPS observations
 AB6554.and adjusted by the National Geodetic Survey in March 2002..
 AB6554
 AB6554.The orthometric height was determined by GPS observations and a
 AB6554.high-resolution geoid model.
 AB6554
 AB6554.GPS derived orthometric heights for airport stations designated as
 AB6554.PACS or SACS are published to 2 decimal places.  This maintains
 AB6554.centimeter relative accuracy between the PACS and SACS.  It does
 AB6554.not indicate centimeter accuracy relative to other marks which are
 AB6554.part of the NAVD 88 network.
 AB6554
 AB6554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6554
 AB6554.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6554
 AB6554.The ellipsoidal height was determined by GPS observations
 AB6554.and is referenced to NAD 83.
 AB6554
 AB6554.The geoid height was determined by GEOID03.
 AB6554
 AB6554;                    North         East     Units Scale Factor Converg.
 AB6554;SPC NJ       -   227,078.511   168,635.436   MT  0.99990427   +0 08 40.9
 AB6554;SPC NJ       -   745,006.75    553,264.76   sFT  0.99990427   +0 08 40.9
 AB6554;UTM  18      - 4,525,518.757   560,757.968   MT  0.99964543   +0 28 19.0
 AB6554
 AB6554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6554!SPC NJ       -   0.99999694  x   0.99990427  =   0.99990121
 AB6554!UTM  18      -   0.99999694  x   0.99964543  =   0.99964237
 AB6554
 AB6554:                Primary Azimuth Mark                     Grid Az
 AB6554:SPC NJ       -  CDW E                                    196 15 10.4
 AB6554:UTM  18      -  CDW E                                    195 55 32.3
 AB6554
 AB6554|---------------------------------------------------------------------|
 AB6554| PID    Reference Object                     Distance      Geod. Az  |
 AB6554|                                                           dddmmss.s |
 AB6554| AB6552 CDW E                               APPROX. 0.5 KM 1962351.3 |
 AB6554|---------------------------------------------------------------------|
 AB6554
 AB6554                          SUPERSEDED SURVEY CONTROL
 AB6554
 AB6554.No superseded survey control is available for this station.
 AB6554
 AB6554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6075825519(NAD 83)
 AB6554_MARKER: DD = SURVEY DISK
 AB6554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6554_STAMPING: CDW A 1981
 AB6554_MARK LOGO: NOS   
 AB6554_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6554+STABILITY: SURFACE MOTION
 AB6554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6554+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 AB6554
 AB6554  HISTORY     - Date     Condition        Report By
 AB6554  HISTORY     - 1981     MONUMENTED       NOS
 AB6554  HISTORY     - 19930615 GOOD             CGS
 AB6554  HISTORY     - 20010802 GOOD             NGS
 AB6554  HISTORY     - 20010802 GOOD             NGS
 AB6554  HISTORY     - 20030403 GOOD             JCLS
 AB6554  HISTORY     - 20050913 GOOD             BOSWEL
 AB6554  HISTORY     - 20060328 GOOD             KSENG
 AB6554
 AB6554                          STATION DESCRIPTION
 AB6554
 AB6554'DESCRIBED BY COAST AND GEODETIC SURVEY 1993
 AB6554'STATION IS LOCATED IN THE NORTH SECTION OF THE FIELD NEAR RUNWAY END
 AB6554'22.  THE MARK IS SET 100.12 FT (30.52 M) NORTHWEST OF THE WEST EDGE OF
 AB6554'RUNWAY 22 ON LINE WITH THE OUTBOARD EDGE OF THE DISPLACED THRESHOLD
 AB6554'BAR.  IT IS 168.82 FT (51.46 M) WEST-SOUTHWEST OF THE NORTH CORNER OF
 AB6554'THE RUNWAY AND 60.35 FT (18.39 M) NORTHWEST OF THE OUTERMOST ONE OF
 AB6554'FOUR THRESHOLD LIGHTS LOCATED AT THE DISPLACED THRESHOLD.  STATION IS
 AB6554'A STANDARD NOS DISK SET IN A CONCRETE MONUMENT ABOUT 0.1 FOOT (3.0 CM)
 AB6554'BELOW THE SURFACE.
 AB6554
 AB6554                          STATION RECOVERY (2001)
 AB6554
 AB6554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JAL)
 AB6554'THE STATION  IS LOCATED ON THE ESSEX COUNTY AIRPORT,  0N THE
 AB6554'NORTHWEST SIDE OF THE NORTH END OF RUNWAY 22,
 AB6554'  OWNERSHIP--ESSEX COUNTY AIRPORT, 29 WRIGHTWAY,  FAIRFIELD, NJ
 AB6554'07004, TELEPHONE--973-575-0952.  TO REACH FROM THE JUNCTION OF
 AB6554'INTERSTATE 80 AND PASSAIC AVENUE.  GO 2.3 KM SOUTHERLY ON
 AB6554'PASSIAC AVENUE TO THE AIRPORT ENTRANCE, WRIGHT WAY, TURN RIGHT,
 AB6554'WEST, GO 0.25 KM TO A FIELD ENTRANCE GATE SOUTH OF THE TOWER.  PASS
 AB6554'THROUGH THE GATE AND TURN RIGHT, NORTHEAST, GO 0.3 KM NORTHEAST
 AB6554'ACCROSS AN APRON AND ALONG THE INNER TAXIWAY  AND ACCROSS THE
 AB6554'RUNWAYS TO THE NORTHWEST SIDE OF RUNWAY 22 AND THE STATION IN
 AB6554'LINE WITH THE DISPLACEMENT THRESHOLD LIGHTS.  51.5 M WEST OF THE
 AB6554'NORTH CORNER OF THE RUNWAY, 30.5 M NORTHWEST OF THE NORTHWEST
 AB6554'EDGE OF THE RUNWAY,  0.3 BELOW THE LEVEL OF THE RUNWAY AND THE
 AB6554'MONUMENT IS FLUSH WITH THE GROUND.  NOTE--THIS IS A PRIMARY
 AB6554'AIRPORT CONTROL STATION, PAC.
 AB6554' 
 AB6554' 
 AB6554' 
 AB6554'
 AB6554
 AB6554                          STATION RECOVERY (2001)
 AB6554
 AB6554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AB6554'RECOVERED AS DESCRIBED.
 AB6554
 AB6554                          STATION RECOVERY (2003)
 AB6554
 AB6554'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 AB6554'RECOVERED IN GOOD CONDITION.
 AB6554
 AB6554                          STATION RECOVERY (2005)
 AB6554
 AB6554'RECOVERY NOTE BY BOSWELL ENGINEERING 2005 (AB)
 AB6554'ADDITIONAL PHONE NUMBER FOR ACCESS IS 973-227-4567.
 AB6554
 AB6554                          STATION RECOVERY (2006)
 AB6554
 AB6554'RECOVERY NOTE BY KS ENGINEERS PC 2006
 AB6554'FOUND IN GOOD CONDITION. DIRECTIONS AND CONTACT PHONE NUMBERS ARE
 AB6554'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6555 ***********************************************************************
 AB6555  SACS        -  This is a Secondary Airport Control Station.
 AB6555  DESIGNATION -  CDW C
 AB6555  PID         -  AB6555
 AB6555  STATE/COUNTY-  NJ/ESSEX
 AB6555  USGS QUAD   -  CALDWELL (1995)
 AB6555
 AB6555                         *CURRENT SURVEY CONTROL
 AB6555  ___________________________________________________________________
 AB6555* NAD 83(1996)-  40 52 10.57577(N)    074 17 07.94576(W)     ADJUSTED  
 AB6555* NAVD 88     -        52.16   (meters)     171.1    (feet)  GPS OBS   
 AB6555  ___________________________________________________________________
 AB6555  X           -   1,308,198.942 (meters)                     COMP
 AB6555  Y           -  -4,649,561.342 (meters)                     COMP
 AB6555  Z           -   4,151,496.494 (meters)                     COMP
 AB6555  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 AB6555  ELLIP HEIGHT-          19.68  (meters)          (04/03/03) GPS OBS
 AB6555  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 AB6555
 AB6555  HORZ ORDER  -  FIRST
 AB6555  ELLP ORDER  -  FOURTH    CLASS I
 AB6555
 AB6555.This mark is at Essex County Airport (CDW)
 AB6555
 AB6555.The horizontal coordinates were established by GPS observations
 AB6555.and adjusted by the National Geodetic Survey in March 2002..
 AB6555
 AB6555.The orthometric height was determined by GPS observations and a
 AB6555.high-resolution geoid model.
 AB6555
 AB6555.GPS derived orthometric heights for airport stations designated as
 AB6555.PACS or SACS are published to 2 decimal places.  This maintains
 AB6555.centimeter relative accuracy between the PACS and SACS.  It does
 AB6555.not indicate centimeter accuracy relative to other marks which are
 AB6555.part of the NAVD 88 network.
 AB6555
 AB6555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6555
 AB6555.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6555
 AB6555.The ellipsoidal height was determined by GPS observations
 AB6555.and is referenced to NAD 83.
 AB6555
 AB6555.The geoid height was determined by GEOID03.
 AB6555
 AB6555;                    North         East     Units Scale Factor Converg.
 AB6555;SPC NJ       -   226,090.371   168,077.302   MT  0.99990402   +0 08 25.2
 AB6555;SPC NJ       -   741,764.83    551,433.61   sFT  0.99990402   +0 08 25.2
 AB6555;UTM  18      - 4,524,527.703   560,205.629   MT  0.99964461   +0 28 03.0
 AB6555
 AB6555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6555!SPC NJ       -   0.99999691  x   0.99990402  =   0.99990093
 AB6555!UTM  18      -   0.99999691  x   0.99964461  =   0.99964152
 AB6555
 AB6555                          SUPERSEDED SURVEY CONTROL
 AB6555
 AB6555.No superseded survey control is available for this station.
 AB6555
 AB6555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6020624528(NAD 83)
 AB6555_MARKER: DD = SURVEY DISK
 AB6555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6555_STAMPING: CDW C 1981
 AB6555_MARK LOGO: NOS   
 AB6555_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6555+STABILITY: SURFACE MOTION
 AB6555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6555+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2001
 AB6555
 AB6555  HISTORY     - Date     Condition        Report By
 AB6555  HISTORY     - 1981     MONUMENTED       NOS
 AB6555  HISTORY     - 19880715 GOOD             CGS
 AB6555  HISTORY     - 20010802 GOOD             NGS
 AB6555
 AB6555                          STATION DESCRIPTION
 AB6555
 AB6555'DESCRIBED BY COAST AND GEODETIC SURVEY 1988 (DAH)
 AB6555'THE STATION IS LOCATED IN THE SOUTH SECTION OF THE AIRPORT NEAR RWY
 AB6555'END 4.  IT IS 707.5 FT (215.6 M) NORTH OF THE CENTERLINE END OF RWY 4,
 AB6555'190.8 FT (58.2 M) SOUTHWEST OF THE SIXTH RUNWAY LIGHT NORTH OF RWY END
 AB6555'4, 95.2 FT (29.0 M) NORTHWEST OF THE FIFTH RUNWAY LIGHT AND 99.6 FT
 AB6555'(30.4 M) NORTHWEST OF THE WEST EDGE OF THE RUNWAY.  IT IS AN NOS DISK
 AB6555'STAMPED CDW C 1981 AND SET IN THE TOP OF A CONCRETE POST 0.1 FT (3.0
 AB6555'CM) BELOW GROUND LEVEL.
 AB6555
 AB6555                          STATION RECOVERY (2001)
 AB6555
 AB6555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AB6555'THE STATION  IS LOCATED ON THE ESSEX COUNTY AIRPORT,  0N THE
 AB6555'SOUTHWEST SIDE OF THE SOUTH END OF RUNWAY 4,
 AB6555'  OWNERSHIP--ESSEX COUNTY AIRPORT, 29 WRIGHTWAY,  FAIRFIELD, NJ
 AB6555'07004, TELEPHONE--973-575-0952.  TO REACH FROM THE JUNCTION OF
 AB6555'INTERSTATE 80 AND PASSAIC AVENUE.  GO 2.3 KM SOUTHERLY ON
 AB6555'PASSIAC AVENUE TO THE AIRPORT ENTRANCE, WRIGHT WAY, TURN RIGHT,
 AB6555'WEST, GO 0.25 KM TO A FIELD ENTRANCE GATE SOUTH OF THE TOWER.  PASS
 AB6555'THROUGH THE GATE AND TURN LEFT, SOUTHWEST, GO 1.3 KM ALONG AN
 AB6555'APRON AND THEN THE INNER TAXIWAY AND THEN ON TAXIWAY P TO THE
 AB6555'END OF RUNWAY 4, PASS AROUND THE END OF THE RUNWAY AND THEN GO
 AB6555'0.2 KM NORTHEAST ALONG THE RUNWAY TO THE STATION AHEAD.  58.2 M
 AB6555'SOUTHWEST OF THE SIXTH RUNWAY LIGHT, 30.4 M NORTHWEST OF THE
 AB6555'NORTHWEST EDGE OF THE RUNWAY,  30.3 M SOUTHEAST OF A WITNESS
 AB6555'POST AND FENCE,  29.0 M NORTHWEST OF THE FIFTH RUNWAY LIGHT, AND
 AB6555'MONUMENT IS RECESSED 0.1 M BELOW THE GROUND SURFACE.  NOTE--THIS
 AB6555'IS A SECONDARY AIRPORT CONTROL STATION, SAC.
 AB6555' 
 AB6555' 
 AB6555' 
 AB6555'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6552 ***********************************************************************
 AB6552  SACS        -  This is a Secondary Airport Control Station.
 AB6552  DESIGNATION -  CDW E
 AB6552  PID         -  AB6552
 AB6552  STATE/COUNTY-  NJ/ESSEX
 AB6552  USGS QUAD   -  CALDWELL (1995)
 AB6552
 AB6552                         *CURRENT SURVEY CONTROL
 AB6552  ___________________________________________________________________
 AB6552* NAD 83(1996)-  40 52 26.99704(N)    074 16 50.03821(W)     ADJUSTED  
 AB6552* NAVD 88     -        52.20   (meters)     171.3    (feet)  GPS OBS   
 AB6552  ___________________________________________________________________
 AB6552  X           -   1,308,512.810 (meters)                     COMP
 AB6552  Y           -  -4,649,128.713 (meters)                     COMP
 AB6552  Z           -   4,151,879.581 (meters)                     COMP
 AB6552  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 AB6552  ELLIP HEIGHT-          19.74  (meters)          (04/03/03) GPS OBS
 AB6552  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 AB6552
 AB6552  HORZ ORDER  -  FIRST
 AB6552  ELLP ORDER  -  FOURTH    CLASS I
 AB6552
 AB6552.This mark is at Essex County Airport (CDW)
 AB6552
 AB6552.The horizontal coordinates were established by GPS observations
 AB6552.and adjusted by the National Geodetic Survey in March 2002..
 AB6552
 AB6552.The orthometric height was determined by GPS observations and a
 AB6552.high-resolution geoid model.
 AB6552
 AB6552.GPS derived orthometric heights for airport stations designated as
 AB6552.PACS or SACS are published to 2 decimal places.  This maintains
 AB6552.centimeter relative accuracy between the PACS and SACS.  It does
 AB6552.not indicate centimeter accuracy relative to other marks which are
 AB6552.part of the NAVD 88 network.
 AB6552
 AB6552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6552
 AB6552.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6552
 AB6552.The ellipsoidal height was determined by GPS observations
 AB6552.and is referenced to NAD 83.
 AB6552
 AB6552.The geoid height was determined by GEOID03.
 AB6552
 AB6552;                    North         East     Units Scale Factor Converg.
 AB6552;SPC NJ       -   226,597.917   168,495.330   MT  0.99990421   +0 08 37.0
 AB6552;SPC NJ       -   743,430.00    552,805.10   sFT  0.99990421   +0 08 37.0
 AB6552;UTM  18      - 4,525,037.496   560,620.644   MT  0.99964523   +0 28 14.9
 AB6552
 AB6552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6552!SPC NJ       -   0.99999690  x   0.99990421  =   0.99990111
 AB6552!UTM  18      -   0.99999690  x   0.99964523  =   0.99964213
 AB6552
 AB6552:                Primary Azimuth Mark                     Grid Az
 AB6552:SPC NJ       -  CDW A                                    016 15 10.3
 AB6552:UTM  18      -  CDW A                                    015 55 32.4
 AB6552
 AB6552|---------------------------------------------------------------------|
 AB6552| PID    Reference Object                     Distance      Geod. Az  |
 AB6552|                                                           dddmmss.s |
 AB6552| AB6554 CDW A                               APPROX. 0.5 KM 0162347.3 |
 AB6552|---------------------------------------------------------------------|
 AB6552
 AB6552                          SUPERSEDED SURVEY CONTROL
 AB6552
 AB6552  ELLIP H (03/19/02)   19.73   (m)                       GP(       ) 4 1
 AB6552
 AB6552.Superseded values are not recommended for survey control.
 AB6552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6552.See file dsdata.txt to determine how the superseded data were derived.
 AB6552
 AB6552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6062125037(NAD 83)
 AB6552_MARKER: DD = SURVEY DISK
 AB6552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB6552_SP_SET: TAXIWAY LIGHT BASE
 AB6552_STAMPING: CDW E 1993
 AB6552_MARK LOGO: NOS   
 AB6552_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6552+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2001
 AB6552
 AB6552  HISTORY     - Date     Condition        Report By
 AB6552  HISTORY     - 1993     MONUMENTED       NOS
 AB6552  HISTORY     - 20010802 GOOD             NGS
 AB6552
 AB6552                          STATION DESCRIPTION
 AB6552
 AB6552'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (DRM)
 AB6552'THE STATION IS LOCATED AT THE ESSEX COUNTY AIRPORT MIDFIELD OF RUNWAY
 AB6552'4-22 BETWEEN TAXIWAY P AND THE INNER TAXIWAY AND SOUTH OF TAXIWAY B.
 AB6552'THE STATION IS LOCATED 35.2 FT (10.7 M) SOUTHEAST OF THE CL OF TAXIWAY
 AB6552'P, 80.7 FT (24.6 M) SOUTHWEST OF THE CL OF TAXIWAY B, 27.6 FT (8.4 M)
 AB6552'S OF THE SE CORNER OF A SIGN BASE.  THE STATION IS A STANDARD NOS DISK
 AB6552'SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF AN OLD SIGN BASE AND
 AB6552'STAMPED CDW E 1993.
 AB6552
 AB6552                          STATION RECOVERY (2001)
 AB6552
 AB6552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AB6552'THE STATION  IS LOCATED ON THE ESSEX COUNTY AIRPORT,  MIDFIELD OF
 AB6552'THE RUNWAY, SOUTH OF TAXIWAY B.  OWNERSHIP--ESSEX COUNTY AIRPORT,
 AB6552'29 WRIGHT WAY,  FAIRFIELD, NJ 07004, TELEPHONE--973-575-0952.  TO
 AB6552'REACH
 AB6552'FROM THE JUNCTION OF INTERSTATE 80 AND PASSAIC AVENUE.  GO
 AB6552'2.3 KM SOUTHERLY ON PASSIAC AVENUE TO THE AIRPORT ENTRANCE,
 AB6552'WRIGHT WAY, TURN RIGHT, WEST, GO 0.25 KM TO A FIELD ENTRANCE GATE
 AB6552'SOUTH OF THE TOWER.  PASS THROUGH THE GATE AND TURN LEFT,
 AB6552'SOUTHWEST, GO 0.3 KM ALONG AN APRON AND THEN THE INNER TAXIWAY
 AB6552'TO THE STATION ON THE RIGHT.  IN A GRASS ISLAND FORMED BY THE INNER
 AB6552'TAXI, TAXIWAY B AND TAXIWAY P, SET IN TOP OF AND 0.1 WEST OF THE EAST
 AB6552'CORNER OF A CONCRETE TAXIWAY LIGHT BASE.  24.6 M SOUTHWEST OF THE
 AB6552'CENTERLINE OF TAXIWAY B,  10. 7 M SOUTHEAST OF THE CENTERLINE OF
 AB6552'TAXIWAY P,  8.4 M SOUTH OF THE SOUTHEAST CORNER OF A SIGN BASE
 AB6552'0.3 BELOW THE LEVEL OF THE INNER TAXIWAY.  NOTE--THIS IS A SECONDARY
 AB6552'AIRPORT CONTROL STATION, SAC.
 AB6552' 
 AB6552' 
 AB6552' 
 AB6552'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0223 ***********************************************************************
 JU0223  DESIGNATION -  CEDAR
 JU0223  PID         -  JU0223
 JU0223  STATE/COUNTY-  NJ/OCEAN
 JU0223  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU0223
 JU0223                         *CURRENT SURVEY CONTROL
 JU0223  ___________________________________________________________________
 JU0223* NAD 83(1986)-  39 51 06.     (N)    074 05 15.     (W)     SCALED    
 JU0223* NAVD 88     -         1.39   (+/-2cm)       4.6    (feet)  VERTCON   
 JU0223  ___________________________________________________________________
 JU0223  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JU0223
 JU0223  VERT ORDER  -  ? (See Below)
 JU0223
 JU0223.The horizontal coordinates were scaled from a topographic map and have
 JU0223.an estimated accuracy of +/- 6 seconds.
 JU0223
 JU0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU0223.The vertical order pertains to the NGVD 29 superseded value.
 JU0223
 JU0223.The geoid height was determined by GEOID03.
 JU0223
 JU0223;                    North         East    Units  Estimated Accuracy
 JU0223;SPC NJ       -   113,130.      185,300.      MT  (+/- 180 meters Scaled)
 JU0223
 JU0223                          SUPERSEDED SURVEY CONTROL
 JU0223
 JU0223  NGVD 29 (??/??/??)    1.764  (m)            5.79   (f) ADJUSTED    ?  
 JU0223
 JU0223.Superseded values are not recommended for survey control.
 JU0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0223.See file dsdata.txt to determine how the superseded data were derived.
 JU0223
 JU0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK780116(NAD 83)
 JU0223_MARKER: DB = BENCH MARK DISK
 JU0223_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0223_SP_SET: FLAGTOWER
 JU0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0223
 JU0223  HISTORY     - Date     Condition        Report By
 JU0223  HISTORY     - UNK      MONUMENTED       CGS
 JU0223  HISTORY     - 1951     GOOD             CGS
 JU0223  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU0223
 JU0223                          STATION DESCRIPTION
 JU0223
 JU0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JU0223'4.3 MI S FROM SEASIDE PARK.
 JU0223'THE TOP OF THE NORTHEAST CORNER OF
 JU0223'THE CONCRETE BASE OF THE NORTHEAST LEG OF THE FLAG TOWER AT
 JU0223'CEDAR CREEK COAST GUARD STATION.
 JU0223'NOTE--THE FLAG TOWER HAS BEEN RAZED.
 JU0223
 JU0223                          STATION RECOVERY (1984)
 JU0223
 JU0223'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2652 ***********************************************************************
 JU2652  DESIGNATION -  CEDAR
 JU2652  PID         -  JU2652
 JU2652  STATE/COUNTY-  NJ/OCEAN
 JU2652  USGS QUAD   -  FORKED RIVER (1989)
 JU2652
 JU2652                         *CURRENT SURVEY CONTROL
 JU2652  ___________________________________________________________________
 JU2652* NAD 83(1996)-  39 51 55.99920(N)    074 07 54.91071(W)     ADJUSTED  
 JU2652* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2652  ___________________________________________________________________
 JU2652  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 JU2652  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JU2652
 JU2652  HORZ ORDER  -  THIRD
 JU2652
 JU2652.The horizontal coordinates were established by classical geodetic methods
 JU2652.and adjusted by the National Geodetic Survey in September 1999..
 JU2652
 JU2652.The orthometric height was scaled from a topographic map.
 JU2652
 JU2652.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2652
 JU2652.The geoid height was determined by GEOID03.
 JU2652
 JU2652;                    North         East     Units Scale Factor Converg.
 JU2652;SPC NJ       -   114,652.897   181,490.248   MT  0.99991220   +0 14 09.4
 JU2652;SPC NJ       -   376,157.05    595,439.26   sFT  0.99991220   +0 14 09.4
 JU2652;UTM  18      - 4,413,195.879   574,244.709   MT  0.99966786   +0 33 23.2
 JU2652
 JU2652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2652!SPC NJ       -   1.00000510  x   0.99991220  =   0.99991730
 JU2652!UTM  18      -   1.00000510  x   0.99966786  =   0.99967296
 JU2652
 JU2652:                Primary Azimuth Mark                     Grid Az
 JU2652:SPC NJ       -  SEASIDE PARK WATER TANK                  037 29 28.4
 JU2652:UTM  18      -  SEASIDE PARK WATER TANK                  037 10 14.6
 JU2652
 JU2652|---------------------------------------------------------------------|
 JU2652| PID    Reference Object                     Distance      Geod. Az  |
 JU2652|                                                           dddmmss.s |
 JU2652| JU2580 SEASIDE PARK WATER TANK             APPROX. 6.9 KM 0374337.8 |
 JU2652| JU2617 ISLAND BEACH CG LOOKOUT SPIRE       APPROX. 5.4 KM 0515911.2 |
 JU2652| JU2618 CEDAR TREE TEMPORARY                APPROX. 4.2 KM 0810240.2 |
 JU2652| JU2620 CEDAR CREEK CG STATION              APPROX. 4.1 KM 1112133.3 |
 JU2652| JU2624 FORKED RIVER CG STATION             APPROX. 7.7 KM 1545233.9 |
 JU2652| CB1332 CEDAR RM 1                            8.115 METERS 16529     |
 JU2652| CB1333 CEDAR RM 2                           23.670 METERS 27356     |
 JU2652|---------------------------------------------------------------------|
 JU2652
 JU2652                          SUPERSEDED SURVEY CONTROL
 JU2652
 JU2652  NAD 83(1986)-  39 51 55.99223(N)    074 07 54.90400(W) AD(       ) 3
 JU2652  NAD 27      -  39 51 55.55700(N)    074 07 56.40600(W) AD(       ) 3
 JU2652
 JU2652.Superseded values are not recommended for survey control.
 JU2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2652.See file dsdata.txt to determine how the superseded data were derived.
 JU2652
 JU2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7424513196(NAD 83)
 JU2652_MARKER: DS = TRIANGULATION STATION DISK
 JU2652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2652_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU2652_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU2652
 JU2652  HISTORY     - Date     Condition        Report By
 JU2652  HISTORY     - 1926     MONUMENTED       CGS
 JU2652  HISTORY     - 1962     GOOD             CGS
 JU2652
 JU2652                          STATION DESCRIPTION
 JU2652
 JU2652'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (WHB)
 JU2652'STATION IS ABOUT 7 MILES W OF N OF BARNEGAT LIGHT HOUSE ON THE
 JU2652'POINT OF LAND ON THE S SIDE OF THE MOUTH OF CEDAR CREEK, ABOUT
 JU2652'450 FEET S OF THE N SHORE OF THE POINT, ON THE FIRST HIGH GROUND
 JU2652'IN THE MARSH MEADOW 1/4 MILE E OF THE END OF THE POINT.  THE HIGH
 JU2652'GROUND OR ISLAND IS ABOUT 75 FEET LONG, E AND W, AND 50 FEET
 JU2652'WIDE.  TWO LARGE WILD CHERRY TREES ARE ON THE WESTERN END AND
 JU2652'THE STATION IS NEAR THE EASTERN END.
 JU2652'
 JU2652'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2652'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A, AND 11B.
 JU2652'
 JU2652'STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND.  A 3/4-INCH
 JU2652'GALVANIZED-IRON PIPE WAS DRIVEN ALONG SIDE THE STATION AND LEFT
 JU2652'PROJECTING ABOUT 12 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 JU2652'UNDERGROUND MARK IS UNSTAMPED.
 JU2652'
 JU2652'REFERENCE MARK NO.1 IS ON THE S EDGE OF THE HIGH GROUND.  REFERENCE
 JU2652'MARK NO.2 IS ABOUT 15 FEET S OF THE MOST SOUTHERLY OF THE TWO
 JU2652'WILD CHERRY TREES.  BOTH REFERENCE MARKS PROJECT ABOUT 5 INCHES
 JU2652'ABOVE THE SURFACE OF THE GROUND.
 JU2652
 JU2652                          STATION RECOVERY (1962)
 JU2652
 JU2652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2652'THE STATION MARK AND RM 1 WERE RECOVERED IN GOOD CONDITION.  RM 2
 JU2652'WAS NOT FOUND.  ALL OF THE MARKS ARE IN HEAVY BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2560 ***********************************************************************
 LY2560  CBN         -  This is a Cooperative Base Network Control Station.
 LY2560  DESIGNATION -  CEDAR
 LY2560  PID         -  LY2560
 LY2560  STATE/COUNTY-  NJ/PASSAIC
 LY2560  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY2560
 LY2560                         *CURRENT SURVEY CONTROL
 LY2560  ___________________________________________________________________
 LY2560* NAD 83(1996)-  41 06 13.91129(N)    074 25 03.41679(W)     ADJUSTED  
 LY2560* NAVD 88     -       409.7    (meters)    1344.     (feet)  GPS OBS   
 LY2560  ___________________________________________________________________
 LY2560  X           -   1,292,966.402 (meters)                     COMP
 LY2560  Y           -  -4,636,388.274 (meters)                     COMP
 LY2560  Z           -   4,171,369.788 (meters)                     COMP
 LY2560  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 LY2560  ELLIP HEIGHT-         377.46  (meters)          (09/23/02) GPS OBS
 LY2560  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 LY2560
 LY2560  HORZ ORDER  -  B
 LY2560  ELLP ORDER  -  FOURTH    CLASS I
 LY2560
 LY2560.The horizontal coordinates were established by GPS observations
 LY2560.and adjusted by the National Geodetic Survey in July 1997..
 LY2560
 LY2560.The orthometric height was determined by GPS observations and a
 LY2560.high-resolution geoid model.
 LY2560
 LY2560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2560
 LY2560.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2560
 LY2560.The ellipsoidal height was determined by GPS observations
 LY2560.and is referenced to NAD 83.
 LY2560
 LY2560.The geoid height was determined by GEOID03.
 LY2560
 LY2560;                    North         East     Units Scale Factor Converg.
 LY2560;SPC NJ       -   252,084.317   156,919.828   MT  0.99990059   +0 03 15.0
 LY2560;SPC NJ       -   827,046.63    514,827.80   sFT  0.99990059   +0 03 15.0
 LY2560;SPC NY E     -   252,084.317   156,919.828   MT  0.99990059   +0 03 15.0
 LY2560;SPC NY E     -   827,046.63    514,827.80   sFT  0.99990059   +0 03 15.0
 LY2560;UTM  18      - 4,550,450.480   548,902.553   MT  0.99962943   +0 22 58.4
 LY2560
 LY2560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2560!SPC NJ       -   0.99994080  x   0.99990059  =   0.99984139
 LY2560!SPC NY E     -   0.99994080  x   0.99990059  =   0.99984139
 LY2560!UTM  18      -   0.99994080  x   0.99962943  =   0.99957025
 LY2560
 LY2560|---------------------------------------------------------------------|
 LY2560| PID    Reference Object                     Distance      Geod. Az  |
 LY2560|                                                           dddmmss.s |
 LY2560| CB3800 CEDAR RM 1                           17.740 METERS 01700     |
 LY2560| LY2561 BEARFORT MTN LOT                     45.659 METERS 02225     |
 LY2560| LY2555 HEIM                                APPROX.15.5 KM 0490529.3 |
 LY2560| CB3801 CEDAR RM 2                           14.775 METERS 26040     |
 LY2560|---------------------------------------------------------------------|
 LY2560
 LY2560                          SUPERSEDED SURVEY CONTROL
 LY2560
 LY2560  ELLIP H (07/24/97)  377.47   (m)                       GP(       ) 3 2
 LY2560  NAD 83(1992)-  41 06 13.91043(N)    074 25 03.41699(W) AD(       ) B
 LY2560  NAD 83(1992)-  41 06 13.91046(N)    074 25 03.41683(W) AD(       ) B
 LY2560  ELLIP H (04/16/93)  377.41   (m)                       GP(       ) 3 1
 LY2560  NAD 83(1986)-  41 06 13.91177(N)    074 25 03.41884(W) AD(       ) 1
 LY2560  NAD 27      -  41 06 13.58041(N)    074 25 04.85280(W) AD(       ) 1
 LY2560  NGVD 29 (07/19/86)  410.0    (m)         1345.     (f) VERT ANG       
 LY2560
 LY2560.Superseded values are not recommended for survey control.
 LY2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2560.See file dsdata.txt to determine how the superseded data were derived.
 LY2560
 LY2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4890350450(NAD 83)
 LY2560_MARKER: DH = HORIZONTAL CONTROL DISK
 LY2560_SETTING: 66 = SET IN ROCK OUTCROP
 LY2560_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LY2560_STAMPING: CEDAR 1973
 LY2560_MARK LOGO: NGS   
 LY2560_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2560+STABILITY: POSITION/ELEVATION WELL
 LY2560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2560+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2005
 LY2560
 LY2560  HISTORY     - Date     Condition        Report By
 LY2560  HISTORY     - 1973     MONUMENTED       NGS
 LY2560  HISTORY     - 1973     GOOD             NGS
 LY2560  HISTORY     - 1988     GOOD             USPSQD
 LY2560  HISTORY     - 19910711 GOOD             NJGS
 LY2560  HISTORY     - 19920420 GOOD             NGS
 LY2560  HISTORY     - 19930916 GOOD
 LY2560  HISTORY     - 19940529 GOOD             NJGS
 LY2560  HISTORY     - 19950524 GOOD             NYDT
 LY2560  HISTORY     - 19961203 GOOD             NJGS
 LY2560  HISTORY     - 20050612 GOOD             GEOCAC
 LY2560
 LY2560                          STATION DESCRIPTION
 LY2560
 LY2560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LAL)
 LY2560'THE STATION IS LOCATED 3-1/2 MILES SOUTHWEST OF WEST MILFORD,
 LY2560'2 MILES NORTHEAST OF CLINTON RESERVOIR, 0.3 MILE SOUTHEAST OF
 LY2560'CEDAR POND, 150 FEET SOUTH-SOUTHWEST OF THE HIGHEST POINT OF
 LY2560'THE HILL AND ON PROPERTY OWNED BY THE STATE OF NEW JERSEYS,
 LY2560'DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF FORESTRY AND
 LY2560'FIRE SERVICE, TO CONTACT WRITE ASSISTANT DIVISION WARDEN,
 LY2560'HOPATCONG STATE PARK.  POST OFFICE BOX D421.  LANDING, NEW
 LY2560'JERSEY, 07850.
 LY2560'
 LY2560'TO REACH THE STATION FROM THE POST OFFICE IN WEST MILFORD,
 LY2560'GO WESTERLY ON STATE ROAD 513 FOR 0.1 MILE TO A FORK, BEAR
 LY2560'LEFT AND GO SOUTHWEST FOLLOWING STATE ROAD 513 AND UNION
 LY2560'VALLEY ROAD FOR 0.45 MILE TO A FORK, BEAR RIGHT AND CONTINUE
 LY2560'SOUTHWEST ON STATE ROAD 513 FOR 2.1 MILES TO STEVENS ROAD ON
 LY2560'THE RIGHT.  TURN RIGHT AND GO NORTHWESTERLY ON STEVENS ROAD
 LY2560'FOR 0.75 MILE TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND GO
 LY2560'SOUTHWESTERLY, UPHILL, ON THE TRACK ROAD FOR 0.6 MILE TO THE
 LY2560'TOP OF THE HILL, A LOOKOUT TOWER AND THE STATION ON THE
 LY2560'RIGHT.
 LY2560'
 LY2560'THE STATION MARK, A STANDARD DISK STAMPED CEDAR 1973, IS
 LY2560'CEMENTED IN A DRILL HOLE IN A 3 BY 5 FOOT OUTCROP WHICH IS
 LY2560'FLUSH WITH THE GROUND SURFACE.  IT IS 141 FEET SOUTH-SOUTHWEST
 LY2560'OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 45 FEET
 LY2560'EAST-SOUTHEAST OF THE END OF THE TRACK ROAD AND 27 FEET
 LY2560'WEST OF THE EAST EDGE OF A SHARP DROP-OFF.
 LY2560'
 LY2560'REFERENCE MARK 1, A STANDARD DISK STAMPED CEDAR NO 1 1973,
 LY2560'IS CEMENTED IN THE TOP OF A 15 BY 20 FOOT OUTCROP WHICH IS 3
 LY2560'FEET ABOVE THE GROUND SURFACE.  IT IS 61 FEET EAST OF THE END
 LY2560'OF THE TRACK ROAD AND 24 FEET SOUTHWEST OF A SIGN BEARFORT TOWER.
 LY2560'
 LY2560'REFERENCE MARK 2, A STANDARD DISK STAMPED CEDAR NO 2 1973,
 LY2560'IS CEMENTED IN THE TOP OF A LARGE OUTCROP WHICH IS 3 FEET
 LY2560'ABOVE THE GROUND SURFACE.  IT IS 35 FEET SOUTH OF THE
 LY2560'APPROXIMATE CENTER OF A TRACK ROAD AND 18 FEET SOUTH-SOUTHWEST
 LY2560'OF A STONE FIREPLACE, APPROXIMATELY 1 FOOT HIGHER IN
 LY2560'ELEVATION THAN THE STATION MARK.
 LY2560'
 LY2560'THERE HAS NOT BEEN AN AZIMUTH MARK ESTABLISHED FOR THIS STATION.
 LY2560'
 LY2560'HEIGHT OF LIGHT ABOVE STATION MARK 18.8 METERS.
 LY2560
 LY2560                          STATION RECOVERY (1973)
 LY2560
 LY2560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LY2560'RECOVERED IN GOOD CONDITION.
 LY2560
 LY2560                          STATION RECOVERY (1988)
 LY2560
 LY2560'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBD)
 LY2560'RECOVERED IN GOOD CONDITION.
 LY2560
 LY2560                          STATION RECOVERY (1991)
 LY2560
 LY2560'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 LY2560'THE STATION IS LOCATED IN WEST MILFORD TOWNSHIP IN PASSAIC COUNTY ON
 LY2560'ONE OF THE SUMMITS OF BEARFORT MOUNTAIN NEAR THE BEARFORT MOUNTAIN
 LY2560'LOOKOUT TOWER.  THE PROPERTY IS OWNED BY THE NEW JERSEY DEPARTMENT OF
 LY2560'ENVIRONMENTAL PROTECTION, DIVISION OF FORESTRY AND FIRE SERVICE.
 LY2560'CONTACT DIVISION FIREWARDEN EDWARD L. SCHOONMAKER AT 201 827 6100 TO
 LY2560'GAIN ACCESS TO THE STATION.  TO REACH THE STATION FROM THE POST
 LY2560'OFFICE IN WEST MILFORD, LOCATED AT THE EAST END OF A SHOPPING CENTER
 LY2560'AT THE JUNCTION OF MARSHALL HILL ROAD AND UNION VALLEY ROAD, GO WEST
 LY2560'ON MARSHALL HILL ROAD FOR 0.15 MI (0.24 KM) TO A FORK. BEAR LEFT ON
 LY2560'UNION VALLEY ROAD AND GO 0.5 MI (0.8 KM) TO A FORK. BEAR RIGHT AND GO
 LY2560'2.2 MI (3.5 KM) TO A TEE INTERSECTION WITH STEPHENS ROAD ON THE
 LY2560'RIGHT. THE SPELLING OF STEPHENS ROAD HAS BEEN CHANGED SINCE THE
 LY2560'ORIGINAL DESCRIPTION. TURN RIGHT AND GO NORTHWESTERLY UPHILL FOR 0.7
 LY2560'MI (1.1 KM) TO A GRAVEL ROAD WITH A LOCKED GATE ON THE LEFT. PASS
 LY2560'THROUGH THE GATE AND GO 0.6 MI (1.0 KM) UPHILL TO THE TOP OF THE HILL
 LY2560'TO THE LOOKOUT TOWER ON THE LEFT AND THE STATION ON THE RIGHT.  THE
 LY2560'STATION IS 141 FT (43.0 M) SOUTH SOUTHWEST FROM THE SOUTHWEST LEG OF
 LY2560'THE LOOKOUT TOWER.  THE STATION, STAMPED CEDAR 1973, IS SET FLUSH IN
 LY2560'A DRILL HOLE IN A 3 FT (0.9 M) BY 5 FT (1.5 M) ROCK OUTCROP WHICH IS
 LY2560'FLUSH WITH THE GROUND.
 LY2560
 LY2560                          STATION RECOVERY (1992)
 LY2560
 LY2560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LY2560'STATION WAS RECOVERED IN GOOD CONDITION. NO OTHER MARKS SEARCHED FOR.
 LY2560'NOTE-A KEY IS REQUIRED FOR ACCESS.
 LY2560'STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) WEST-NORTHWEST OF WEST
 LY2560'MILFORD, 11.3 KM (7.00 MI) WEST OF RINGWOOD, AT BEARFORT MOUNTAIN
 LY2560'LOOKOUT TOWER.  OWNERSHIP--NEW JERSEY DEPARTMENT OF ENVIRONMENTAL
 LY2560'PROTECTION DIVISION OF FORESTRY AND FIRE SERVICE. DIVISION FIRE
 LY2560'WARDEN IS EDWARD SCHOONMAKER.  CONTACT WAS KEVIN DRAKE, RD1 BOX 999
 LY2560'RTE 23 FRANKLIN NJ 07416. PHONE-201-827-6100, 201-697-9389. NOTE-KEY
 LY2560'REQUIRED. RETURN KEY TO KEVIN DRAKE.
 LY2560'TO REACH THE STATION FROM THE U.S.POST OFFICE WHICH IS LOCATED NEAR
 LY2560'THE NORTHEAST CORNER OF THE SHOPRITE SHOPPING CENTER AT THE JUNCTION
 LY2560'OF UNION VALLEY ROAD AND MARSHALL HILL ROAD, IN WEST MILFORD, GO WEST
 LY2560'FROM THE SOUTHWEST CORNER OF THE SHOPPING CENTER PARKING LOT ALONG
 LY2560'UNION VALLEY ROAD FOR 0.8 KM (0.50 MI) TO A FORK.  BEAR TO THE RIGHT
 LY2560'AND GO WESTERLY ALONG UNION VALLEY ROAD FOR 3.5 KM (2.15 MI) TO A
 LY2560'CROSSROADS AND STEVENS ROAD ON THE RIGHT. TURN RIGHT, AND GO UPHILL
 LY2560'IN A NORTHERLY DIRECTION ALONG THE ASPHALT ROAD (STEPHENS ROAD) FOR
 LY2560'0.48 KM (0.30 MI) TO THE ENTRANCE TO GILGAL BIBLE CAMP ON THE LEFT.
 LY2560'CONTINUE UP HILL FOR 0.08 KM (0.05 MI) TO END OF PAVEMENT.  CONTINUE
 LY2560'UPHILL ON MAIN GRAVEL ROAD 0.16 KM (0.10 MI) TO A CURVE RIGHT AND
 LY2560'YELLOW METAL GATE ON LEFT.  TURN LEFT THROUGH GATE AND GO UP HILL FOR
 LY2560'1.0 KM (0.60 MI) TO A TURN AROUND AREA AND THE STATION SITE ON THE
 LY2560'LEFT IN CLEARING BY LOOKOUT TOWER.
 LY2560'STATION IS 43 M (141.1 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST LEG OF THE
 LY2560'LOT IN TOP OF A 3X5FT EXPOSED OUTCROP, AND ABOUT FLUSH WITH THE
 LY2560'GROUND SURFACE.
 LY2560'NOTE-4X4 VEHICLE RECOMMENDED, TWO 30-M CABLES, AND ALLOW EXTRA TIME
 LY2560'FOR SETUP.  RETURN ACCESS KEY TO ABOVE ADDRESS.
 LY2560
 LY2560                          STATION RECOVERY (1993)
 LY2560
 LY2560'RECOVERED 1993
 LY2560'RECOVERED IN GOOD CONDITION.
 LY2560
 LY2560                          STATION RECOVERY (1994)
 LY2560
 LY2560'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 LY2560'THE STATION IS LOCATED IN WEST MILFORD TOWNSHIP IN PASSAIC COUNTY ON
 LY2560'ONE OF THE SUMMITS OF BEARFORT MOUNTAIN NEAR THE BEARFORT MOUNTAIN
 LY2560'LOOKOUT TOWER.  THE PROPERTY IS OWNED BY THE NEW JERSEY DEPARTMENT OF
 LY2560'ENVIRONMENTAL PROTECTION, DIVISION OF FORESTRY AND FIRE SERVICE.
 LY2560'CONTACT DIVISION FIREWARDEN EDWARD L. SCHOONMAKER AT 201 827 6100 TO
 LY2560'GAIN ACCESS TO THE STATION.  TO REACH THE STATION FROM THE JUNCTION OF
 LY2560'INTERSTATE HIGHWAY 287 AND STATE ROUTE 23 AT INTERCHANGE 52B, GO 9.1
 LY2560'MI (14.6 KM) NORTH ON STATE ROUTE 23 TO THE JUNCTION WITH UNION VALLEY
 LY2560'ROAD ON THE RIGHT, TURN RIGHT AND GO 4.7 MI (7.6 KM) TO THE TEE
 LY2560'JUNCTION WITH STEPHENS ROAD ON THE LEFT, TURN LEFT AND GO
 LY2560'NORTHWESTERLY UPHILL FOR 0.7 MI (1.1 KM) TO A GRAVEL ROAD WITH A
 LY2560'LOCKED GATE ON THE LEFT.  PASS THROUGH THE GATE AND GO 0.6 MI (1.0 KM)
 LY2560'UPHILL TO THE TOP OF THE HILL TO THE LOOKOUT TOWER ON THE LEFT AND THE
 LY2560'STATION ON THE RIGHT.  TO REACH THE STATION FROM THE POST OFFICE IN
 LY2560'WEST MILFORD, LOCATED AT THE EAST END OF A SHOPPING CENTER AT THE
 LY2560'JUNCTION OF MARSHALL HILL ROAD AND UNION VALLEY ROAD, GO WEST ON
 LY2560'MARSHALL HILL ROAD FOR 0.15 MI (0.24 KM) TO A FORK.  BEAR LEFT ON
 LY2560'UNION VALLEY ROAD, COUNTY ROAD 513 AND GO 0.5 MI (0.8 KM) TO A FORK.
 LY2560'BEAR RIGHT AND GO 2.2 MI (3.5 KM) TO A TEE INTERSECTION WITH STEPHENS
 LY2560'ROAD ON THE RIGHT.  THE SPELLING OF STEPHENS ROAD HAS BEEN CHANGED
 LY2560'SINCE THE ORIGINAL DESCRIPTION.  TURN RIGHT AND GO NORTHWESTERLY
 LY2560'UPHILL FOR 0.7 MI (1.1 KM) TO A GRAVEL ROAD WITH A LOCKED GATE ON THE
 LY2560'LEFT.  PASS THROUGH THE GATE AND GO 0.6 MI (1.0 KM) UPHILL TO THE TOP
 LY2560'OF THE HILL TO THE LOOKOUT TOWER ON THE LEFT AND THE STATION ON THE
 LY2560'RIGHT.  THE STATION IS 141 FT (43.0 M) SOUTH SOUTHWEST FROM THE
 LY2560'SOUTHWEST LEG OF THE LOOKOUT TOWER.  THE STATION, STAMPED CEDAR 1973,
 LY2560'IS SET FLUSH IN A DRILL HOLE IN A 3 FT (0.9 M) BY 5 FT (1.5 M) ROCK
 LY2560'OUTCROP WHICH IS FLUSH WITH THE GROUND.
 LY2560
 LY2560                          STATION RECOVERY (1995)
 LY2560
 LY2560'RECOVERY NOTE BY NY DEPT OF TRANSP 1995 (RWB)
 LY2560'RECOVERED AS DESCRIBED.
 LY2560
 LY2560                          STATION RECOVERY (1996)
 LY2560
 LY2560'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FGK)
 LY2560'RECOVERED AS DESCRIBED.
 LY2560
 LY2560                          STATION RECOVERY (2005)
 LY2560
 LY2560'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 LY2560'DESCRIPTION FOR ACCESS IS ADEQUATE.  LAND IS POSTED BY NWCDC (NEWARK
 LY2560'WATERSHED CONSERVATION AND DEVELOPMENT COMMISSION.)  HIKING PERMIT IS
 LY2560'REQUIRED.
 LY2560'STATION FROUND FROM DESCRIPTION.  'TRACK ROAD' IN DESCRIPTON IS NOT
 LY2560'OBVIOUS (FOR STATION AND BOTH REFERENCE MARKS).  CONDITION GOOD.
 LY2560'HANDHELD GPS COORDINATES FOR RM1 N41 06.242 W 74 25.056.  CONDITION
 LY2560'GOOD.  FOUND BY YELLOW PAINT.  HANDHELD GPS ELEVATION 1368 FEET.
 LY2560''BEARFORT TOWER' SIGN NOT OBSERVED.
 LY2560'HANDHELD GPS COORDINATES FOR RM2 N41 06.231 W 74 25.068.  FOUND FROM
 LY2560'DESCRIPTION.  CONDITION GOOD.  STONE FIREPLACE (BARBECUE PIT) FOUND,
 LY2560'BUT NOT IN GOOD CONDITION.
 LY2560' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5792 ***********************************************************************
 KV5792  DESIGNATION -  CEDAR HILL
 KV5792  PID         -  KV5792
 KV5792  STATE/COUNTY-  NJ/SOMERSET
 KV5792  USGS QUAD   -  BERNARDSVILLE (1981)
 KV5792
 KV5792                         *CURRENT SURVEY CONTROL
 KV5792  ___________________________________________________________________
 KV5792* NAD 83(1996)-  40 41 42.60960(N)    074 32 45.25294(W)     ADJUSTED  
 KV5792* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 KV5792  ___________________________________________________________________
 KV5792  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 KV5792  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KV5792
 KV5792  HORZ ORDER  -  FIRST
 KV5792
 KV5792.The horizontal coordinates were established by classical geodetic methods
 KV5792.and adjusted by the National Geodetic Survey in September 1999..
 KV5792
 KV5792.The orthometric height was scaled from a topographic map.
 KV5792
 KV5792.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5792
 KV5792.The geoid height was determined by GEOID03.
 KV5792
 KV5792;                    North         East     Units Scale Factor Converg.
 KV5792;SPC NJ       -   206,700.224   146,120.542   MT  0.99990019   -0 01 47.8
 KV5792;SPC NJ       -   678,148.98    479,397.14   sFT  0.99990019   -0 01 47.8
 KV5792;UTM  18      - 4,505,017.995   538,365.669   MT  0.99961812   +0 17 45.9
 KV5792
 KV5792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5792!SPC NJ       -   0.99998562  x   0.99990019  =   0.99988581
 KV5792!UTM  18      -   0.99998562  x   0.99961812  =   0.99960375
 KV5792
 KV5792|---------------------------------------------------------------------|
 KV5792| PID    Reference Object                     Distance      Geod. Az  |
 KV5792|                                                           dddmmss.s |
 KV5792| CB5757 CEDAR HILL RM 1                      33.500 METERS 18118     |
 KV5792| KV5803 MT HOREB RESET                      APPROX. 9.5 KM 1924839.8 |
 KV5792| CB5758 CEDAR HILL RM 2                      53.240 METERS 26437     |
 KV5792|---------------------------------------------------------------------|
 KV5792
 KV5792                          SUPERSEDED SURVEY CONTROL
 KV5792
 KV5792  NAD 83(1986)-  40 41 42.60709(N)    074 32 45.25321(W) AD(       ) 1
 KV5792  NAD 27      -  40 41 42.24400(N)    074 32 46.68900(W) AD(       ) 1
 KV5792
 KV5792.Superseded values are not recommended for survey control.
 KV5792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5792.See file dsdata.txt to determine how the superseded data were derived.
 KV5792
 KV5792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3836605018(NAD 83)
 KV5792_MARKER: DS = TRIANGULATION STATION DISK
 KV5792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5792
 KV5792  HISTORY     - Date     Condition        Report By
 KV5792  HISTORY     - 1935     MONUMENTED       CGS
 KV5792  HISTORY     - 1963     MARK NOT FOUND   CGS
 KV5792
 KV5792                          STATION DESCRIPTION
 KV5792
 KV5792'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5792'STATION IS ON THE GROUNDS OF CEDAR HILL FRUIT FARM, 2-1/2
 KV5792'MILES SE OF BERNARDSVILLE, ABOUT 0.15 MILE E OF THE COUNTY ROAD,
 KV5792'ON THE CREST OF A SMALL KNOLL IN THE APPLE ORCHARD, 54 PACES E
 KV5792'OF THE E EDGE OF A GRASSY PARKWAY AND A ROW OF OAK TREES, 38
 KV5792'PACES N OF A DIRT ROAD RUNNING E AND W THROUGH THE ORCHARD,
 KV5792'BETWEEN THE 4TH, AND 5TH ROW OF APPLE TREES N OF THIS DIRT
 KV5792'ROAD AND BETWEEN THE 5TH AND 6TH ROW OF TREES E OF THE ROW OF
 KV5792'SHADE OAK TREES.  THE MARK IS SET 10 INCHES BELOW THE GROUND.
 KV5792'
 KV5792'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5792'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 KV5792'
 KV5792'REFERENCE MARK NO.1 IS 3 PACES N OF DIRT ROAD RUNNING N AND
 KV5792'S AND 3 FEET E OF A 14-INCH TREE.  MARK PROJECTS 4 INCHES.
 KV5792'
 KV5792'REFERENCE MARK NO.2 IS AT THE E EDGE OF A GRASSY PARKWAY 5
 KV5792'PACES N OF A 14-INCH OAK AND 7 PACES S OF A 15-INCH OAK.  THE
 KV5792'MARK PROJECTS 3 INCHES.
 KV5792'
 KV5792'TO REACH FROM THE SQUARE IN BERNARDSVILLE GO E ON ROUTE 39
 KV5792'(TOWARDS MORRISTOWN) FOR 0.55 MILE AND TURN RIGHT ON CROSS
 KV5792'ROAD AT OVERHEAD TRAFFIC LIGHT.  CONTINUE STRAIGHT AHEAD
 KV5792'(PASSING THROUGH BASKING RIDGE ON FINLEY AVENUE), FOR 1.65
 KV5792'MILES AND BEAR RIGHT WITH PAVEMENT AND CONTINUE 0.2 MILE.  TURN
 KV5792'LEFT BETWEEN STONE GATE POSTS AND SIGN CEDAR HILL FRUIT
 KV5792'FARMS.  CONTINUE 0.05 MILE AND TURN RIGHT AND THEN LEFT WITH
 KV5792'ROAD, AND CONTINUE 0.1 MILE TO THE STATION ON THE LEFT.
 KV5792'
 KV5792'NO PROMINENT OBJECTS WERE VISIBLE FROM THE GROUND.
 KV5792'
 KV5792'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 KV5792
 KV5792                          STATION RECOVERY (1963)
 KV5792
 KV5792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (TAH)
 KV5792'STATION AND REFERENCE MARKS WERE NOT RECOVERED.  ENTIRE AREA
 KV5792'DESCRIBED HAS BEEN CONVERTED TO THE RIDGE HIGH SCHOOL CAMPUS,
 KV5792'ATHLETIC FIELDS, BUILDINGS AND PARKING LOTS.  STATION WAS
 KV5792'PROBABLY BULLDOZED AWAY.
 KV5792'
 KV5792'SPENT SOME TIME SEARCHING FOR REFERENCE MARKS AND MADE INQUIRIES
 KV5792'OF OLD TIME LOCAL RESIDENTS AS TO NATURE OF LAND MARKS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2679 ***********************************************************************
 JU2679  DESIGNATION -  CEDAR RUN
 JU2679  PID         -  JU2679
 JU2679  STATE/COUNTY-  NJ/OCEAN
 JU2679  USGS QUAD   -  SHIP BOTTOM (1972)
 JU2679
 JU2679                         *CURRENT SURVEY CONTROL
 JU2679  ___________________________________________________________________
 JU2679* NAD 83(1996)-  39 38 39.86603(N)    074 14 42.89053(W)     ADJUSTED  
 JU2679* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2679  ___________________________________________________________________
 JU2679  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 JU2679  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JU2679
 JU2679  HORZ ORDER  -  THIRD
 JU2679
 JU2679.The horizontal coordinates were established by classical geodetic methods
 JU2679.and adjusted by the National Geodetic Survey in September 1999..
 JU2679
 JU2679.The orthometric height was scaled from a topographic map.
 JU2679
 JU2679.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2679
 JU2679.The geoid height was determined by GEOID03.
 JU2679
 JU2679;                    North         East     Units Scale Factor Converg.
 JU2679;SPC NJ       -    90,067.471   171,864.558   MT  0.99990588   +0 09 45.1
 JU2679;SPC NJ       -   295,496.36    563,858.97   sFT  0.99990588   +0 09 45.1
 JU2679;UTM  18      - 4,388,563.257   564,758.747   MT  0.99965163   +0 28 53.6
 JU2679
 JU2679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2679!SPC NJ       -   1.00000515  x   0.99990588  =   0.99991103
 JU2679!UTM  18      -   1.00000515  x   0.99965163  =   0.99965678
 JU2679
 JU2679:                Primary Azimuth Mark                     Grid Az
 JU2679:SPC NJ       -  BRANT RESET                              118 53 47.4
 JU2679:UTM  18      -  BRANT RESET                              118 34 38.9
 JU2679
 JU2679|---------------------------------------------------------------------|
 JU2679| PID    Reference Object                     Distance      Geod. Az  |
 JU2679|                                                           dddmmss.s |
 JU2679| JU0189 BRANT RESET                         APPROX. 4.7 KM 1190332.5 |
 JU2679| CB1334 CEDAR RUN RM 1                       64.136 METERS 23218     |
 JU2679| CB1335 CEDAR RUN RM 2                       26.666 METERS 33526     |
 JU2679|---------------------------------------------------------------------|
 JU2679
 JU2679                          SUPERSEDED SURVEY CONTROL
 JU2679
 JU2679  NAD 83(1986)-  39 38 39.85704(N)    074 14 42.88471(W) AD(       ) 3
 JU2679  NAD 27      -  39 38 39.43100(N)    074 14 44.37900(W) AD(       ) 3
 JU2679
 JU2679.Superseded values are not recommended for survey control.
 JU2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2679.See file dsdata.txt to determine how the superseded data were derived.
 JU2679
 JU2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6475988563(NAD 83)
 JU2679_MARKER: DS = TRIANGULATION STATION DISK
 JU2679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2679
 JU2679  HISTORY     - Date     Condition        Report By
 JU2679  HISTORY     - 1935     MONUMENTED       CGS
 JU2679  HISTORY     - 1950     GOOD             CGS
 JU2679  HISTORY     - 1962     GOOD             CGS
 JU2679  HISTORY     - 1967     GOOD             CGS
 JU2679
 JU2679                          STATION DESCRIPTION
 JU2679
 JU2679'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2679'BEGINNING AT THE BRIDGE OVER CEDAR RUN WHICH IS ABOUT 6.4 MILES
 JU2679'N OF TUCKERTON CREEK ON U.S. HIGHWAY 9 (N.J. 4) GO N 0.25 MILE
 JU2679'AND TURN AN OBLIQUE RIGHT (E) FOR 3.0 MILES TO END OF ROAD AND
 JU2679'BAY EDGE.  STATION IS 75 METERS N OF THE ROAD.
 JU2679'
 JU2679'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2679'CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2679'
 JU2679'REFERENCE MARK NO.1 IS UNDER GROUND ABOUT 6 INCHES.  REFERENCE
 JU2679'MARKS ARE STAMPED NO.1 AND NO.2 RESPECTIVELY.
 JU2679'
 JU2679'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 JU2679
 JU2679                          STATION RECOVERY (1950)
 JU2679
 JU2679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2679'THE STATION AND R.M. 1 RECOVERED IN GOOD CONDITION.  THE TOP
 JU2679'PORTION OF R.M. 2 MONUMENT HAS BEEN DESTROYED AND THE DISK
 JU2679'REMOVED.  THE STATION MONUMENT WAS RECOVERED AS ORIGINALLY
 JU2679'DESCRIBED.  R.M. 1 IS NOW 2-1/2 FEET UNDER A GRAVEL FILL, 13
 JU2679'FEET N OF THE REAR OF A BOAT RENTAL HOUSE BELONGING TO
 JU2679'MR. CRAMMER.  IT IS 25 FEET W OF THE MEAN HIGH-WATER LINE AND
 JU2679'82 FEET N OF THE CENTER LINE OF THE ROAD.
 JU2679
 JU2679                          STATION RECOVERY (1962)
 JU2679
 JU2679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2679'STATION MARK WAS RECOVERED IN GOOD CONDITION.  IT IS PROJECTING
 JU2679'1 INCH, 19.7 FEET EAST OF POWER POLE P35343 AND 15 FEET NORTH
 JU2679'OF THE SOD LINE AT THE SHORE.
 JU2679'
 JU2679'RM 1 COULD NOT BE FOUND.
 JU2679'
 JU2679'RM 2 THE TOP OF THE MONUMENT AND THE DISK ARE GONE.
 JU2679'
 JU2679'CONCRETE MARKER WITH X ON TOP AT 4.53 METERS IS GONE.
 JU2679'
 JU2679'CONCRETE MARKER WITH X ON TOP AT 8.53 METERS WAS RECOVERED, BUT
 JU2679'THE X IS NO LONGER DISCERNABLE.
 JU2679'
 JU2679'SHORELINE REFERENCES COULD NOT BE FOUND.
 JU2679
 JU2679                          STATION RECOVERY (1967)
 JU2679
 JU2679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GMW)
 JU2679'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1935
 JU2679'AND 1962.  NO REFERENCE MARKS COULD BE FOUND.
 JU2679'
 JU2679'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2679'2 MILES SW OF BAY SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2618 ***********************************************************************
 JU2618  DESIGNATION -  CEDAR TREE TEMPORARY
 JU2618  PID         -  JU2618
 JU2618  STATE/COUNTY-  NJ/OCEAN
 JU2618  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU2618
 JU2618                         *CURRENT SURVEY CONTROL
 JU2618  ___________________________________________________________________
 JU2618* NAD 83(1996)-  39 52 17.12931(N)    074 05 00.59575(W)     ADJUSTED  
 JU2618* NAVD 88     -                                                        
 JU2618  ___________________________________________________________________
 JU2618  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 JU2618  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JU2618
 JU2618  HORZ ORDER  -  THIRD
 JU2618
 JU2618.The horizontal coordinates were established by classical geodetic methods
 JU2618.and adjusted by the National Geodetic Survey in September 1999..
 JU2618
 JU2618
 JU2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2618
 JU2618.The geoid height was determined by GEOID03.
 JU2618
 JU2618;                    North         East     Units Scale Factor Converg.
 JU2618;SPC NJ       -   115,322.716   185,629.753   MT  0.99991562   +0 16 01.2
 JU2618;SPC NJ       -   378,354.61    609,020.28   sFT  0.99991562   +0 16 01.2
 JU2618;UTM  18      - 4,413,888.678   578,379.401   MT  0.99967563   +0 35 15.2
 JU2618
 JU2618                          SUPERSEDED SURVEY CONTROL
 JU2618
 JU2618  NAD 83(1986)-  39 52 17.12263(N)    074 05 00.58952(W) AD(       ) 4
 JU2618  NAD 27      -  39 52 16.68900(N)    074 05 02.10000(W) AD(       ) 3
 JU2618
 JU2618.Superseded values are not recommended for survey control.
 JU2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2618.See file dsdata.txt to determine how the superseded data were derived.
 JU2618
 JU2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7837913889(NAD 83)
 JU2618_MARKER: 01 = LONE TREE
 JU2618
 JU2618  HISTORY     - Date     Condition        Report By
 JU2618  HISTORY     - 1926     FIRST OBSERVED   CGS
 JU2618  HISTORY     - 1935     MARK NOT FOUND   CGS
 JU2618  HISTORY     - 1962     MARK NOT FOUND   CGS
 JU2618
 JU2618                          STATION DESCRIPTION
 JU2618
 JU2618'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (WHB)
 JU2618'STATION IS HALF-WAY BETWEEN THE ISLAND BEACH AND THE CEDAR
 JU2618'CREEK COAST GUARD STATIONS ON THE EASTERN EDGE OF THE HIGH SAND
 JU2618'RIDGE JUST BACK FROM THE OCEAN HIGH-WATER LINE.  THE TREE WAS
 JU2618'PLACED IN POSITION BY THE COAST GUARD TO MARK THE HALF-WAY
 JU2618'STATION, AND IT STANDS OUT CLEAR AND ALONE ON THE HORIZON.  IT
 JU2618'IS DEAD AND IS HELD UPRIGHT AND IN PLACE BY ARTIFICIAL MEANS.
 JU2618
 JU2618                          STATION RECOVERY (1935)
 JU2618
 JU2618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2618'STATION WAS PLOTTED ON THE TOPOGRAPHIC SHEET AND A TRAVERSE WAS
 JU2618'MADE FROM STATION, NEW JERSEY, TO THIS POINT.  DUE TO EROSION
 JU2618'THIS POINT IS NOW ON THE BEACH.  LOST.
 JU2618
 JU2618                          STATION RECOVERY (1962)
 JU2618
 JU2618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2618'NOT RECOVERED.  NOTHING IDENTIFIABLE WAS FOUND HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4156 ***********************************************************************
 KV4156  DESIGNATION -  CEMETERY
 KV4156  PID         -  KV4156
 KV4156  STATE/COUNTY-  NJ/ESSEX
 KV4156  USGS QUAD   -  ORANGE (1981)
 KV4156
 KV4156                         *CURRENT SURVEY CONTROL
 KV4156  ___________________________________________________________________
 KV4156* NAD 83(1996)-  40 45 43.99202(N)    074 09 45.39341(W)     ADJUSTED  
 KV4156* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4156  ___________________________________________________________________
 KV4156  LAPLACE CORR-           5.84  (seconds)                    DEFLEC99
 KV4156  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KV4156
 KV4156  HORZ ORDER  -  THIRD
 KV4156
 KV4156.The horizontal coordinates were established by classical geodetic methods
 KV4156.and adjusted by the National Geodetic Survey in September 1999..
 KV4156
 KV4156.The orthometric height was scaled from a topographic map.
 KV4156
 KV4156.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4156
 KV4156.The geoid height was determined by GEOID03.
 KV4156
 KV4156;                    North         East     Units Scale Factor Converg.
 KV4156;SPC NJ       -   214,199.114   178,485.375   MT  0.99990998   +0 13 13.0
 KV4156;SPC NJ       -   702,751.59    585,580.77   sFT  0.99990998   +0 13 13.0
 KV4156;SPC NY L     -    66,146.561   286,269.851   MT  0.99999607   -0 06 22.9
 KV4156;SPC NY L     -   217,015.84    939,203.67   sFT  0.99999607   -0 06 22.9
 KV4156;UTM  18      - 4,512,699.015   570,678.703   MT  0.99966149   +0 32 48.4
 KV4156
 KV4156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4156!SPC NJ       -   1.00000464  x   0.99990998  =   0.99991462
 KV4156!SPC NY L     -   1.00000464  x   0.99999607  =   1.00000071
 KV4156!UTM  18      -   1.00000464  x   0.99966149  =   0.99966613
 KV4156
 KV4156|---------------------------------------------------------------------|
 KV4156| PID    Reference Object                     Distance      Geod. Az  |
 KV4156|                                                           dddmmss.s |
 KV4156| CB5759 CEMETERY RM 1                        12.863 METERS 02727     |
 KV4156| KV4154 PATTON 1913                         APPROX. 0.5 KM 0273020.1 |
 KV4156| KV4158 PATTONS CHIMNEY                     APPROX. 0.5 KM 0354907.6 |
 KV4156| KV4149 KEARNY SACRED HEART CH SPIRE        APPROX. 1.1 KM 0531004.0 |
 KV4156| KV4193 LIN 1913                            307.033 METERS 11359     |
 KV4156| KV4146 KEARNY HOMESTEAD SPIRE              APPROX. 0.7 KM 1473245.9 |
 KV4156| CB5760 CEMETERY RM 2                        17.191 METERS 20649     |
 KV4156|---------------------------------------------------------------------|
 KV4156
 KV4156                          SUPERSEDED SURVEY CONTROL
 KV4156
 KV4156  NAD 83(1996)-  40 45 43.99180(N)    074 09 45.39364(W) AD(       ) 3
 KV4156  NAD 83(1986)-  40 45 43.98762(N)    074 09 45.39819(W) AD(       ) 3
 KV4156  NAD 27      -  40 45 43.62700(N)    074 09 46.87900(W) AD(       ) 3
 KV4156
 KV4156.Superseded values are not recommended for survey control.
 KV4156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4156.See file dsdata.txt to determine how the superseded data were derived.
 KV4156
 KV4156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7067912699(NAD 83)
 KV4156_MARKER: DS = TRIANGULATION STATION DISK
 KV4156_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4156_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4156
 KV4156  HISTORY     - Date     Condition        Report By
 KV4156  HISTORY     - 1913     MONUMENTED       CGS
 KV4156  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4156
 KV4156                          STATION DESCRIPTION
 KV4156
 KV4156'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4156'STATION IS ON THE W SHORE OF PASSAIC RIVER, TO THE EASTWARD
 KV4156'OF THE ERIE RAILROAD AND THE MOUNT PLEASANT CEMETERY OF NEWARK,
 KV4156'AND FACING THE LINOLEUM WORKS ON THE OPPOSITE SIDE OF THE RIVER.
 KV4156'
 KV4156'THE STATION IS MARKED BY A C. AND G.S. STANDARD BRASS DISK
 KV4156'CEMENTED IN THE TOP OF A 4-INCH TILE PIPE AND SUNK TO THE
 KV4156'GROUND LEVEL.
 KV4156'
 KV4156'THE SUBSURFACE MARK IS A BURIED BOTTLE SET IN CONCRETE.
 KV4156'
 KV4156'TWO REFERENCE MARKS, EACH A COPPER TACK IN CEMENT CONTAINED IN
 KV4156'A 4-INCH TILE PIPE AND SUNK TO SURFACE LEVEL, ARE PLACED
 KV4156'RESPECTIVELY 42.2 FEET N 38 DEG E AND 56.4 FEET S 36 DEG W
 KV4156'FROM THE STATION.
 KV4156
 KV4156                          STATION RECOVERY (1933)
 KV4156
 KV4156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4156'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3097 ***********************************************************************
 JU3097  DESIGNATION -  CENTER OF BRI ON HWY 45 1933
 JU3097  PID         -  JU3097
 JU3097  STATE/COUNTY-  NJ/GLOUCESTER
 JU3097  USGS QUAD   -  WOODBURY (1995)
 JU3097
 JU3097                         *CURRENT SURVEY CONTROL
 JU3097  ___________________________________________________________________
 JU3097* NAD 83(1996)-  39 50 31.00923(N)    075 09 01.38742(W)     ADJUSTED  
 JU3097* NAVD 88     -                                                        
 JU3097  ___________________________________________________________________
 JU3097  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 JU3097  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU3097
 JU3097  HORZ ORDER  -  THIRD
 JU3097
 JU3097.The horizontal coordinates were established by classical geodetic methods
 JU3097.and adjusted by the National Geodetic Survey in September 1999..
 JU3097
 JU3097
 JU3097.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3097
 JU3097.The geoid height was determined by GEOID03.
 JU3097
 JU3097;                    North         East     Units Scale Factor Converg.
 JU3097;SPC NJ       -   112,169.451    94,338.596   MT  0.99993813   -0 25 00.1
 JU3097;SPC NJ       -   368,009.27    309,509.21   sFT  0.99993813   -0 25 00.1
 JU3097;SPC PA S     -    59,748.662   822,473.412   MT  1.00001555   +1 41 11.8
 JU3097;SPC PA S     -   196,025.40  2,698,398.19   sFT  1.00001555   +1 41 11.8
 JU3097;UTM  18      - 4,410,225.940   487,133.598   MT  0.99960204   -0 05 46.9
 JU3097
 JU3097                          SUPERSEDED SURVEY CONTROL
 JU3097
 JU3097  NAD 83(1991)-  39 50 31.00672(N)    075 09 01.38927(W) AD(       ) 4
 JU3097  NAD 83(1986)-  39 50 31.00172(N)    075 09 01.39080(W) AD(       ) 4
 JU3097  NAD 27      -  39 50 30.60000(N)    075 09 02.74500(W) AD(       ) 3
 JU3097
 JU3097.Superseded values are not recommended for survey control.
 JU3097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3097.See file dsdata.txt to determine how the superseded data were derived.
 JU3097
 JU3097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8713410226(NAD 83)
 JU3097
 JU3097  HISTORY     - Date     Condition        Report By
 JU3097  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3097
 JU3097                          STATION DESCRIPTION
 JU3097
 JU3097'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JU3097'STATION IS ON THE N EDGE OF THE TOWN OF WOODBURY, NEW JERSEY
 JU3097'IT IS ABOUT 90 FEET S OF WOODBURY CREEK AND 55 FEET N OF
 JU3097'THE RUINS OF AN OLD FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4332 ***********************************************************************
 KV4332  DESIGNATION -  CENTRAL
 KV4332  PID         -  KV4332
 KV4332  STATE/COUNTY-  NJ/ESSEX
 KV4332  USGS QUAD   -  JERSEY CITY (1981)
 KV4332
 KV4332                         *CURRENT SURVEY CONTROL
 KV4332  ___________________________________________________________________
 KV4332* NAD 83(1996)-  40 43 30.36257(N)    074 07 17.64992(W)     ADJUSTED  
 KV4332* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4332  ___________________________________________________________________
 KV4332  LAPLACE CORR-           6.27  (seconds)                    DEFLEC99
 KV4332  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KV4332
 KV4332  HORZ ORDER  -  THIRD
 KV4332
 KV4332.The horizontal coordinates were established by classical geodetic methods
 KV4332.and adjusted by the National Geodetic Survey in September 1999..
 KV4332
 KV4332.The orthometric height was scaled from a topographic map.
 KV4332
 KV4332.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4332
 KV4332.The geoid height was determined by GEOID03.
 KV4332
 KV4332;                    North         East     Units Scale Factor Converg.
 KV4332;SPC NJ       -   210,091.586   181,968.082   MT  0.99991257   +0 14 48.8
 KV4332;SPC NJ       -   689,275.48    597,006.95   sFT  0.99991257   +0 14 48.8
 KV4332;SPC NY L     -    62,018.899   289,729.388   MT  0.99999727   -0 04 46.3
 KV4332;SPC NY L     -   203,473.67    950,553.83   sFT  0.99999727   -0 04 46.3
 KV4332;UTM  18      - 4,508,612.400   574,183.885   MT  0.99966774   +0 34 23.3
 KV4332
 KV4332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4332!SPC NJ       -   1.00000494  x   0.99991257  =   0.99991751
 KV4332!SPC NY L     -   1.00000494  x   0.99999727  =   1.00000221
 KV4332!UTM  18      -   1.00000494  x   0.99966774  =   0.99967268
 KV4332
 KV4332:                Primary Azimuth Mark                     Grid Az
 KV4332:SPC NJ       -  LADEW CHIMNEY                            008 22 56.1
 KV4332:SPC NY L     -  LADEW CHIMNEY                            008 42 31.2
 KV4332:UTM  18      -  LADEW CHIMNEY                            008 03 21.6
 KV4332
 KV4332|---------------------------------------------------------------------|
 KV4332| PID    Reference Object                     Distance      Geod. Az  |
 KV4332|                                                           dddmmss.s |
 KV4332| KV4274 LADEW CHIMNEY                       APPROX. 1.1 KM 0083744.9 |
 KV4332| KV4325 PASSAIC                             429.569 METERS 1382418.0 |
 KV4332| CB5765 CENTRAL RM 2                         13.564 METERS 25411     |
 KV4332| KV4677 PASSAIC CHIMNEY                     APPROX. 1.7 KM 3303828.0 |
 KV4332| CB5764 CENTRAL RM 1                         15.728 METERS 34230     |
 KV4332|---------------------------------------------------------------------|
 KV4332
 KV4332                          SUPERSEDED SURVEY CONTROL
 KV4332
 KV4332  NAD 83(1996)-  40 43 30.36246(N)    074 07 17.65006(W) AD(       ) 3
 KV4332  NAD 83(1996)-  40 43 30.36077(N)    074 07 17.65255(W) AD(       ) 3
 KV4332  NAD 83(1992)-  40 43 30.36046(N)    074 07 17.65325(W) AD(       ) 3
 KV4332  NAD 83(1986)-  40 43 30.36052(N)    074 07 17.65449(W) AD(       ) 3
 KV4332  NAD 27      -  40 43 29.99000(N)    074 07 19.13800(W) AD(       ) 3
 KV4332
 KV4332.Superseded values are not recommended for survey control.
 KV4332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4332.See file dsdata.txt to determine how the superseded data were derived.
 KV4332
 KV4332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7418408612(NAD 83)
 KV4332_MARKER: DS = TRIANGULATION STATION DISK
 KV4332_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4332_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4332
 KV4332  HISTORY     - Date     Condition        Report By
 KV4332  HISTORY     - 1913     MONUMENTED       CGS
 KV4332  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4332
 KV4332                          STATION DESCRIPTION
 KV4332
 KV4332'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4332'STATION IS ON THE W SHORE OF PASSAIC RIVER ABOUT 1/8 MILE ABOVE
 KV4332'THE CENTRAL RAILROAD BRIDGE AND ABOUT 8 METERS FROM THE
 KV4332'SHORE.  THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN
 KV4332'A PIECE OF 4-INCH TILE PIPE FILLED WITH CONCRETE AND SUNK TO THE
 KV4332'GROUND LEVEL.
 KV4332'
 KV4332'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CONCRETE CONTAINED
 KV4332'IN A PIECE OF 3-INCH TILE PIPE PROJECTING 3 INCHES ABOVE THE
 KV4332'GROUND, ARE PLACED RESPECTIVELY 51.60 FEET N 5 DEG W AND 44.50
 KV4332'FEET S 85 DEG W FROM THE STATION.  EACH IS ABOUT 20 METERS FROM
 KV4332'THE RIVER BANK.
 KV4332
 KV4332                          STATION RECOVERY (1931)
 KV4332
 KV4332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4332'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4692 ***********************************************************************
 KV4692  DESIGNATION -  CENTRAL ELECTRIC CO CHIMNEY
 KV4692  PID         -  KV4692
 KV4692  STATE/COUNTY-  NJ/HUDSON
 KV4692  USGS QUAD   -  ELIZABETH (1995)
 KV4692
 KV4692                         *CURRENT SURVEY CONTROL
 KV4692  ___________________________________________________________________
 KV4692* NAD 83(1996)-  40 44 34.23082(N)    074 09 17.21265(W)     ADJUSTED  
 KV4692* NAVD 88     -                                                        
 KV4692  ___________________________________________________________________
 KV4692  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 KV4692  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KV4692
 KV4692  HORZ ORDER  -  THIRD
 KV4692
 KV4692.The horizontal coordinates were established by classical geodetic methods
 KV4692.and adjusted by the National Geodetic Survey in September 1999..
 KV4692
 KV4692
 KV4692.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4692
 KV4692.The geoid height was determined by GEOID03.
 KV4692
 KV4692;                    North         East     Units Scale Factor Converg.
 KV4692;SPC NJ       -   212,049.972   179,154.745   MT  0.99991046   +0 13 31.1
 KV4692;SPC NJ       -   695,700.62    587,776.86   sFT  0.99991046   +0 13 31.1
 KV4692;SPC NY L     -    63,993.453   286,927.016   MT  0.99999664   -0 06 04.5
 KV4692;SPC NY L     -   209,951.85    941,359.72   sFT  0.99999664   -0 06 04.5
 KV4692;UTM  18      - 4,510,554.253   571,360.136   MT  0.99966268   +0 33 06.0
 KV4692
 KV4692                          SUPERSEDED SURVEY CONTROL
 KV4692
 KV4692  NAD 83(1996)-  40 44 34.23071(N)    074 09 17.21290(W) AD(       ) 4
 KV4692  NAD 83(1986)-  40 44 34.22878(N)    074 09 17.21660(W) AD(       ) 4
 KV4692  NAD 27      -  40 44 33.86000(N)    074 09 18.70000(W) AD(       ) 3
 KV4692
 KV4692.Superseded values are not recommended for survey control.
 KV4692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4692.See file dsdata.txt to determine how the superseded data were derived.
 KV4692
 KV4692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7136010554(NAD 83)
 KV4692_MARKER: 85 = CHIMNEY
 KV4692
 KV4692  HISTORY     - Date     Condition        Report By
 KV4692  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4692  HISTORY     - 20051014 MARK NOT FOUND   GEOCAC
 KV4692
 KV4692                          STATION DESCRIPTION
 KV4692
 KV4692'DESCRIBED BY GEOCACHING 2005 (WD)
 KV4692'THERE IS NO CHIMNEY AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6970 ***********************************************************************
 AM6970  DESIGNATION -  CG 2
 AM6970  PID         -  AM6970
 AM6970  STATE/COUNTY-  NJ/CAPE MAY
 AM6970  USGS QUAD   -  MARMORA (1994)
 AM6970
 AM6970                         *CURRENT SURVEY CONTROL
 AM6970  ___________________________________________________________________
 AM6970* NAD 83(1986)-  39 17 18.     (N)    074 37 42.     (W)     SCALED    
 AM6970* NAVD 88     -         2.352  (meters)       7.72   (feet)  ADJUSTED  
 AM6970  ___________________________________________________________________
 AM6970  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 AM6970  DYNAMIC HT  -           2.350 (meters)       7.71  (feet)  COMP
 AM6970  MODELED GRAV-     980,100.5   (mgal)                       NAVD 88
 AM6970
 AM6970  VERT ORDER  -  FIRST     CLASS II
 AM6970
 AM6970.The horizontal coordinates were scaled from a topographic map and have
 AM6970.an estimated accuracy of +/- 6 seconds.
 AM6970
 AM6970.The orthometric height was determined by differential leveling
 AM6970.and adjusted by the National Geodetic Survey in March 2005..
 AM6970.No vertical observational check was made to the station.
 AM6970
 AM6970.The geoid height was determined by GEOID03.
 AM6970
 AM6970.The dynamic height is computed by dividing the NAVD 88
 AM6970.geopotential number by the normal gravity value computed on the
 AM6970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6970.degrees latitude (g = 980.6199 gals.).
 AM6970
 AM6970.The modeled gravity was interpolated from observed gravity values.
 AM6970
 AM6970;                    North         East    Units  Estimated Accuracy
 AM6970;SPC NJ       -    50,520.      138,930.      MT  (+/- 180 meters Scaled)
 AM6970
 AM6970                          SUPERSEDED SURVEY CONTROL
 AM6970
 AM6970.No superseded survey control is available for this station.
 AM6970
 AM6970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ320488(NAD 83)
 AM6970_MARKER: DJ = TIDAL STATION DISK
 AM6970_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AM6970_SP_SET: BRIDGE CURB
 AM6970_STAMPING: CG 2 1971
 AM6970_MARK LOGO: CGS   
 AM6970_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM6970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6970+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2006
 AM6970
 AM6970  HISTORY     - Date     Condition        Report By
 AM6970  HISTORY     - 1971     MONUMENTED       CGS
 AM6970  HISTORY     - 20000826 GOOD             NJGS
 AM6970  HISTORY     - 20060127 GOOD             GEOCAC
 AM6970
 AM6970                          STATION DESCRIPTION
 AM6970
 AM6970'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6970'THE STATION IS LOCATED IN UPPER TOWNSHIP, SET IN THE NORTHWEST
 AM6970'CONCRETE CURB OF U.S.  HIGHWAY 9 NEAR THE SOUTH END OF THE BRIDGE OVER
 AM6970'GREAT EGG HARBOR BAY.  THE STATION IS 0.95 M (3.12 FT) SOUTHWEST FROM
 AM6970'INLET O.6 M SOUTHEAST FROM GUIDE RAIL, 6.2 M (20.3 FT) FROM CENTERLINE
 AM6970'US HIGHWAY 9, 13.8 M (45.3 FT) FROM WOOD UTILITY POLE NO. 77 O9163,
 AM6970'31.5 M (103.3 FT) SOUTH SOUTHWEST END OF BRIDGE DECK.
 AM6970
 AM6970                          STATION RECOVERY (2006)
 AM6970
 AM6970'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AM6970'THIS STATION IS NOT ACCESSIBLE VIA US HIGHWAY 9 FROM THE NORTH AS THE
 AM6970'US 9 BRIDGE OVER GREAT EGG HARBOR BAY IS CLOSED. HANDHELD COORDINATES
 AM6970'ARE N39-17-16.86 W074-37-42.72.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2584 ***********************************************************************
 JU2584  DESIGNATION -  CHADWICK
 JU2584  PID         -  JU2584
 JU2584  STATE/COUNTY-  NJ/OCEAN
 JU2584  USGS QUAD   -  SEASIDE PARK (1989)
 JU2584
 JU2584                         *CURRENT SURVEY CONTROL
 JU2584  ___________________________________________________________________
 JU2584* NAD 83(1996)-  39 59 15.86261(N)    074 03 45.64876(W)     ADJUSTED  
 JU2584* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 JU2584  ___________________________________________________________________
 JU2584  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 JU2584  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JU2584
 JU2584  HORZ ORDER  -  SECOND
 JU2584
 JU2584.The horizontal coordinates were established by classical geodetic methods
 JU2584.and adjusted by the National Geodetic Survey in September 1999..
 JU2584
 JU2584.The orthometric height was scaled from a topographic map.
 JU2584
 JU2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2584
 JU2584.The geoid height was determined by GEOID03.
 JU2584
 JU2584;                    North         East     Units Scale Factor Converg.
 JU2584;SPC NJ       -   128,244.813   187,347.430   MT  0.99991717   +0 16 51.7
 JU2584;SPC NJ       -   420,749.86    614,655.69   sFT  0.99991717   +0 16 51.7
 JU2584;UTM  18      - 4,426,817.101   580,024.272   MT  0.99967883   +0 36 08.6
 JU2584
 JU2584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2584!SPC NJ       -   1.00000399  x   0.99991717  =   0.99992116
 JU2584!UTM  18      -   1.00000399  x   0.99967883  =   0.99968282
 JU2584
 JU2584:                Primary Azimuth Mark                     Grid Az
 JU2584:SPC NJ       -  CHADWICK RM 1                            249 55 54.8
 JU2584:UTM  18      -  CHADWICK RM 1                            249 36 37.9
 JU2584
 JU2584|---------------------------------------------------------------------|
 JU2584| PID    Reference Object                     Distance      Geod. Az  |
 JU2584|                                                           dddmmss.s |
 JU2584| CB1337 CHADWICK RM 1                                      2501246.5 |
 JU2584| CB1338 CHADWICK RM 2                                      25618     |
 JU2584| CB1339 CHADWICK RM 3                                      29833     |
 JU2584| KV5227 LIGHT STAND A                       APPROX. 3.0 KM 3305048.0 |
 JU2584|---------------------------------------------------------------------|
 JU2584
 JU2584                          SUPERSEDED SURVEY CONTROL
 JU2584
 JU2584  NAD 83(1986)-  39 59 15.85677(N)    074 03 45.64492(W) AD(       ) 2
 JU2584  NAD 27      -  39 59 15.43300(N)    074 03 47.15500(W) AD(       ) 2
 JU2584
 JU2584.Superseded values are not recommended for survey control.
 JU2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2584.See file dsdata.txt to determine how the superseded data were derived.
 JU2584
 JU2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK8002426817(NAD 83)
 JU2584_MARKER: DS = TRIANGULATION STATION DISK
 JU2584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2584
 JU2584  HISTORY     - Date     Condition        Report By
 JU2584  HISTORY     - 1932     MONUMENTED       CGS
 JU2584  HISTORY     - 1947     GOOD             NJGS
 JU2584  HISTORY     - 1951     GOOD             CGS
 JU2584  HISTORY     - 1962     SEE DESCRIPTION  CGS
 JU2584  HISTORY     - 1962     MARK NOT FOUND   CGS
 JU2584  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU2584  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU2584
 JU2584                          STATION DESCRIPTION
 JU2584
 JU2584'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2584'STATION IS ON ROUTE 37 AT THE CHADWICK COAST GUARD STATION.  IT
 JU2584'IS UNDER THE CENTER OF THE STRUCTURAL FLAGPOLE.  THE STATION IS
 JU2584'RESPECTIVELY DISTANT FROM THE INTERIOR OF THE ANGLES FORMING
 JU2584'THE LEGS OF THE FLAGPOLE AS FOLLOWS--NW LEG--7.55 FEET.  NE
 JU2584'LEG--7.30 FEET.  SW LEG--7.45 FEET.  SE LEG--7.36 FEET.
 JU2584'
 JU2584'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2584'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU2584'
 JU2584'REFERENCE MARK NO.1 (AZIMUTH MARK) IS ABOUT 1/4 MILE SW OF
 JU2584'THE STATION ON THE W SIDE OF ROUTE 37 JUST N OF A SUNOCO AND
 JU2584'STANDARD GASOLINE STATION.  IT IS 4 FEET NW OF THE FIRST
 JU2584'TELEPHONE POLE N OF THE GASOLINE STATION.  IT IS 24.3 FEET W OF
 JU2584'THE CENTER LINE OF ROUTE 37 AND 77.3 FEET N OF N END OF CONCRETE
 JU2584'PLATFORM ON WHICH GAS TANKS STAND.  REFERENCE MARK NO.2 IS
 JU2584'181.2 FEET (SLOPE) SW OF THE TRIANGULATION STATION ON THE S
 JU2584'SIDE OF THE ROADWAY LEADING INTO THE COAST GUARD STATION AND
 JU2584'JUST W OF THE LINE OF THE W SIDE OF CEMENT WALK TO S ENTRANCE
 JU2584'OF THE COAST GUARD STATION AND 12 PACES S OF THE END OF THE
 JU2584'WALK.  REFERENCE MARK NO.3 IS 127.56 FEET (SLOPE) W
 JU2584'OF THE TRIANGULATION STATION AND IS A REGULATION
 JU2584'REFERENCE MARK SET IN THE CEMENT OF THE NW CORNER OF THE
 JU2584'NORTHERN OF TWO CONCRETE RAMPS TO THE BOATHOUSE OF THE
 JU2584'COAST GUARD STATION.  IT IS ABOUT 6 INCHES FROM EACH SIDE OF
 JU2584'THE CORNER.
 JU2584'
 JU2584'HEIGHT OF SIGNAL ABOVE STATION MARK - 8 METERS.
 JU2584
 JU2584                          STATION RECOVERY (1947)
 JU2584
 JU2584'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1947 (DLS)
 JU2584'STATION AND REFERENCE MARKS 1 AND 3 LOCATED IN GOOD
 JU2584'CONDITION.  REFERENCE MARK 2 WAS NOT FOUND.  IT MAY BE UNDER THE
 JU2584'SAND.
 JU2584'
 JU2584'DESCRIPTION IS SATISFACTORY.  COAST GUARD STATION AT CHADWICK
 JU2584'IS NOT USED AS SUCH AT PRESENT TIME.
 JU2584
 JU2584                          STATION RECOVERY (1951)
 JU2584
 JU2584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2584'STATION MARK AND R.M.S 1 AND 3 WERE RECOVERED IN GOOD
 JU2584'CONDITION.  THE DISTANCE TO R.M. 3 WAS MEASURED WITH A STEEL TAPE
 JU2584'AND FOUND TO BE CORRECT.  R.M. 2 WAS NOT RECOVERED AFTER A THOROUGH
 JU2584'SEARCH AND DIGGING TO A DEPTH OF THREE FEET.  IT IS BELIEVED TO BE
 JU2584'BURIED VERY DEEPLY BENEATH A SAND DUNE.  THE PUBLISHED
 JU2584'DESCRIPTION IS ADEQUATE AND CORRECT WITH THE FOLLOWING
 JU2584'EXCEPTION--THE FLAGPOLE STRUCTURE IS NO LONGER STANDING.
 JU2584
 JU2584                          STATION RECOVERY (1962)
 JU2584
 JU2584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2584'RM 3 ONLY WAS RECOVERED, IN GOOD CONDITION.
 JU2584'
 JU2584'THE STATION MARK IS DEEPLY BURIED IN FILL AND BLOWN SAND.
 JU2584'
 JU2584'RM 2 IS BENEATH GRAVEL FILL IN FRONT OF A NEW HOUSE, IF INTACT.
 JU2584'
 JU2584'RM 1 (AZIMUTH MARK) IS TILTED WESTWARD.  IT IS LOCATED IN
 JU2584'FRONT OF A LOT NOW VACANT, 5 FEET WEST OF THE ROAD PAVEMENT
 JU2584'AND 3.2 FEET NORTHWEST OF U.S.C.G. POLE NUMBER 1425.  IT IS
 JU2584'LESS THAN 0.1 MILE FROM THE STATION, 0.05 MILE SOUTH OF THE
 JU2584'TRAFFIC LIGHT AT THE HEAD OF THE STREET.
 JU2584
 JU2584                          STATION RECOVERY (1962)
 JU2584
 JU2584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2584'THE STATION, REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED, AND
 JU2584'SHOULD BE CONSIDERED LOST.  REFERENCE MARK 3 WAS RECOVERED AT
 JU2584'THE NORTHEAST CORNER OF THE OLD COAST GUARD STATION.  REFERENCE
 JU2584'MARK 3 IS LOCATED AT THE EAST END OF NEW BRUNSWICK AVE, IN
 JU2584'THE VILLAGE OF OCEAN BEACH.
 JU2584
 JU2584                          STATION RECOVERY (1984)
 JU2584
 JU2584'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 JU2584'STATION NOT RECOVERED.
 JU2584'
 JU2584'THE STATION AND RMS 1 AND 2 WERE NOT RECOVERED AS PER RECOVERY
 JU2584'BY C.A.S. IN 1962.  NEW BRUNSWICK AVE HAS BEEN RENAMED KITTIWAKE AVE
 JU2584'SINCE 1980.  RM 3 WAS NOT RECOVERED DEVELOPMENT HAS TAKEN PLACE AND
 JU2584'IF IT EXISTS IT IS BENEATH DEEPLY BLOWN AND PILED SAND RM 3 WAS
 JU2584'WITHIN 300 FT OF THE ATLANTIC OCEAN.
 JU2584
 JU2584                          STATION RECOVERY (1987)
 JU2584
 JU2584'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU2584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0003 ***********************************************************************
 JU0003  DESIGNATION -  CHADWICK 2
 JU0003  PID         -  JU0003
 JU0003  STATE/COUNTY-  NJ/OCEAN
 JU0003  USGS QUAD   -  SEASIDE PARK (1989)
 JU0003
 JU0003                         *CURRENT SURVEY CONTROL
 JU0003  ___________________________________________________________________
 JU0003* NAD 83(1996)-  39 59 18.41459(N)    074 04 03.04265(W)     ADJUSTED  
 JU0003* NAVD 88     -         0.603  (meters)       1.98   (feet)  ADJUSTED  
 JU0003  ___________________________________________________________________
 JU0003  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 JU0003  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JU0003  DYNAMIC HT  -           0.603 (meters)       1.98  (feet)  COMP
 JU0003  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 JU0003
 JU0003  HORZ ORDER  -  SECOND
 JU0003  VERT ORDER  -  FIRST     CLASS I
 JU0003
 JU0003.The horizontal coordinates were established by classical geodetic methods
 JU0003.and adjusted by the National Geodetic Survey in September 1999..
 JU0003
 JU0003.The orthometric height was determined by differential leveling
 JU0003.and adjusted by the National Geodetic Survey in June 1991..
 JU0003
 JU0003.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0003
 JU0003.The geoid height was determined by GEOID03.
 JU0003
 JU0003.The dynamic height is computed by dividing the NAVD 88
 JU0003.geopotential number by the normal gravity value computed on the
 JU0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0003.degrees latitude (g = 980.6199 gals.).
 JU0003
 JU0003.The modeled gravity was interpolated from observed gravity values.
 JU0003
 JU0003;                    North         East     Units Scale Factor Converg.
 JU0003;SPC NJ       -   128,321.503   186,934.422   MT  0.99991679   +0 16 40.6
 JU0003;SPC NJ       -   421,001.46    613,300.68   sFT  0.99991679   +0 16 40.6
 JU0003;UTM  18      - 4,426,891.456   579,610.939   MT  0.99967802   +0 35 57.4
 JU0003
 JU0003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0003!SPC NJ       -   1.00000509  x   0.99991679  =   0.99992188
 JU0003!UTM  18      -   1.00000509  x   0.99967802  =   0.99968311
 JU0003
 JU0003:                Primary Azimuth Mark                     Grid Az
 JU0003:SPC NJ       -  BARNEGAT WATERWAY LIGHT 29               000 15 17.1
 JU0003:UTM  18      -  BARNEGAT WATERWAY LIGHT 29               359 56 00.3
 JU0003
 JU0003|---------------------------------------------------------------------|
 JU0003| PID    Reference Object                     Distance      Geod. Az  |
 JU0003|                                                           dddmmss.s |
 JU0003| KV5231 BARNEGAT WATERWAY LIGHT 29          APPROX. 3.9 KM 0003157.7 |
 JU0003| JU2581 NORMANDY BEACH WATER TANK           APPROX. 1.2 KM 0205420.6 |
 JU0003| JU0004 CHADWICK 2 RM 4                      28.515 METERS 10643     |
 JU0003| JU2587 LAVALLETTE STANDPIPE                APPROX. 2.2 KM 1884541.7 |
 JU0003| CB1340 CHADWICK 2 AZ MK                                   1895032.5 |
 JU0003| JU4091 CHADWICK 2 AZ MK 2                  405.667 METERS 1895030.7 |
 JU0003| JU2602 BARNEGAT WATERWAY LIGHT 50          APPROX. 6.4 KM 2104837.0 |
 JU0003| JU2595 BARNEGAT WATERWAY LIGHT 43          APPROX. 4.9 KM 2142514.0 |
 JU0003| JU2593 BARNEGAT WATERWAY LIGHT 40          APPROX. 4.6 KM 2221415.3 |
 JU0003| JU2591 BARNEGAT WATERWAY LIGHT 39          APPROX. 3.6 KM 2312928.0 |
 JU0003| JU2586 BARNEGAT WATERWAY LIGHT 35          APPROX. 3.6 KM 2515619.1 |
 JU0003| JU2582 BARNEGAT WATERWAY LIGHT 32          APPROX. 3.7 KM 2775642.3 |
 JU0003| JU4279 CHADWICK 2 RM 6                      18.980 METERS 28629     |
 JU0003| KV5229 BARNEGAT WATERWAY LIGHT 31          APPROX. 2.6 KM 3081406.3 |
 JU0003| JU0002 CHADWICK 2 RM 5                      27.203 METERS 35752     |
 JU0003|---------------------------------------------------------------------|
 JU0003
 JU0003                          SUPERSEDED SURVEY CONTROL
 JU0003
 JU0003  NAD 83(1986)-  39 59 18.40935(N)    074 04 03.03851(W) AD(       ) 2
 JU0003  NAD 27      -  39 59 17.98060(N)    074 04 04.55120(W) AD(       ) 2
 JU0003  NGVD 29 (04/16/92)    0.949  (m)            3.11   (f) ADJUSTED    1 1
 JU0003
 JU0003.Superseded values are not recommended for survey control.
 JU0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0003.See file dsdata.txt to determine how the superseded data were derived.
 JU0003
 JU0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7961126891(NAD 83)
 JU0003_MARKER: DS = TRIANGULATION STATION DISK
 JU0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0003_SP_SET: CONCRETE POST
 JU0003_STAMPING: CHADWICK 2 1962
 JU0003_MARK LOGO: CGS   
 JU0003_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0003+STABILITY: SURFACE MOTION
 JU0003
 JU0003  HISTORY     - Date     Condition        Report By
 JU0003  HISTORY     - 1962     MONUMENTED       CGS
 JU0003  HISTORY     - 1964     GOOD             CGS
 JU0003  HISTORY     - 1964     GOOD             CGS
 JU0003  HISTORY     - 1983     GOOD             NJGS
 JU0003  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU0003  HISTORY     - 1984     GOOD             NGS
 JU0003  HISTORY     - 1984     GOOD             USPSQD
 JU0003  HISTORY     - 19840509 GOOD             NGS
 JU0003  HISTORY     - 1987     GOOD             USPSQD
 JU0003  HISTORY     - 1987     GOOD             USPSQD
 JU0003  HISTORY     - 1990     GOOD             USPSQD
 JU0003
 JU0003                          STATION DESCRIPTION
 JU0003
 JU0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU0003'NO MEASUREMENT BETWEEN RMS, BUSY PARKING LOT.
 JU0003'
 JU0003'THE STATION IS LOCATED ON LONG BEACH ISLAND, IN THE SOUTHWEST
 JU0003'CORNER OF A PARKING LOT AT THE INTERSECTION OF WEST CENTRAL
 JU0003'AVE.  (STATE ROAD 35) AND NEW BRUNSWICK AVE., IN THE VILLAGE
 JU0003'OF OCEAN BEACH AND ON THE PROPERTY OF MR. ED PATNAUDE.  ABOUT
 JU0003'1-1/2 MILES NORTH OF THE TOWN OF LAVALLETTE.  IT IS 38 FEET
 JU0003'EAST OF THE CENTERLINE OF WEST CENTRAL AVE. (ONE WAY SOUTH),
 JU0003'34 FEET NORTH OF THE CENTERLINE OF NEW BRUNSWICK AVE., 20 FEET
 JU0003'NORTHEAST OF THE NORTHEAST CURB OF THE INTERSECTION.  THE
 JU0003'MONUMENT IS FLUSH AND THE DISK IS STAMPED CHADWICK 2 1962.
 JU0003'
 JU0003'TO REACH FROM THE POST OFFICE IN LAVALLETTE, GO NORTH ON
 JU0003'GRAND CENTRAL AVE. FOR 0.9 MILE TO A CROSSROAD.  TURN LEFT AND GO
 JU0003'WEST ON NEW BRUNSWICK AVE. FOR 0.15 MILE TO THE JUNCTION WITH
 JU0003'WEST CENTRAL AVE. AND THE STATION ON THE RIGHT.
 JU0003'
 JU0003'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON WEST
 JU0003'CENTRAL AVE. FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT IN
 JU0003'THE CURB.
 JU0003'
 JU0003'REFERENCE MARK 4 IS 25 FEET NORTH OF THE CENTERLINE OF NEW
 JU0003'BRUNSWICK AVE., 2 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A
 JU0003'CHAIN LINK FENCE, 1 FOOT SOUTH OF A WITNESS POST, AND IS SET AT
 JU0003'THE SOUTHEAST CORNER OF THE PARKING LOT.  THE MONUMENT PROJECTS
 JU0003'5 INCHES AND THE DISK IS STAMPED CHADWICK 2 NO 4 1962.
 JU0003'
 JU0003'REFERENCE MARK 5 IS A STANDARD DISK STAMPED CHADWICK 2 NO 5
 JU0003'1962, CEMENTED IN A DRILLED HOLE IN THE WEST CURB OF WEST
 JU0003'CENTRAL AVE. 23 FEET EAST OF THE CENTERLINE OF WEST CENTRAL
 JU0003'AVE., AND 13 FEET SOUTH OF A POWER POLE.
 JU0003'
 JU0003'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHADWICK 2 1962,
 JU0003'CEMENTED IN A DRILLED HOLE IN THE WEST CURB OF WEST CENTRAL
 JU0003'AVE.  IT IS 82 FEET NORTH OF THE NORTHWEST CURB OF THE
 JU0003'INTERSECTION OF WEST CENTRAL AVE. AND CARMEL DRIVE, 23 FEET
 JU0003'WEST OF THE CENTERLINE OF WEST CENTRAL AVE., 12 FEET EAST OF A
 JU0003'POWER POLE, AND 11 FEET EAST OF A WITNESS POST.
 JU0003'
 JU0003'HEIGHT OF LIGHT ABOVE STATION MARK 22.07 METERS.
 JU0003
 JU0003                          STATION RECOVERY (1964)
 JU0003
 JU0003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RG)
 JU0003'THE STATION, RM 4 AND RM 5 WERE RECOVERED IN GOOD CONDITION.
 JU0003'
 JU0003'THE STATION IS LOCATED ABOUT 1.35 MILES NORTH ALONG GRAND
 JU0003'CENTRAL AVENUE (STATE HIGHWAY 35) FROM THE MUNICIPAL BUILDING
 JU0003'AT LAVALLETTE, THENCE 0.15 MILE WEST ALONG NEW BRUNSWICK
 JU0003'AVENUE, AT THE SOUTHWEST CORNER OF A PARKING LOT IN OCEAN BEACH,
 JU0003'33 FEET NORTH OF THE CENTER LINE OF NEW BRUNSWICK AVENUE, 15
 JU0003'FEET EAST OF THE EAST CURB OF WEST CENTRAL AVENUE, 93.5 FEET
 JU0003'WEST OF RM 4, 89.2 FEET SOUTH OF RM 5, ABOUT 1.0 FOOT ABOVE THE
 JU0003'LEVEL OF WEST CENTRAL AVENUE AND SET IN THE TOP OF A CONCRETE
 JU0003'POST FLUSH WITH THE GROUND.
 JU0003'
 JU0003'RM 4 IS LOCATED AT THE SOUTHEAST CORNER OF THE PARKING LOT,
 JU0003'126.5 FEET EAST OF THE CENTER LINE OF WEST CENTRAL AVENUE, 24.5
 JU0003'FEET NORTH OF THE CENTER LINE OF NEW BRUNSWICK AVENUE, 148 FEET
 JU0003'SOUTHEAST OF RM 5, 93.5 FEET EAST OF THE STATION CHADWICK, 1.5
 JU0003'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CYCLONE FENCE
 JU0003'SURROUNDING A BOAT YARD, ABOUT LEVEL WITH NEW BRUNSWICK AVENUE
 JU0003'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 JU0003'
 JU0003'RM 5 IS LOCATED NEAR THE INTERSECTION OF NEW BRUNSWICK AND
 JU0003'WEST CENTRAL AVENUE, 119.5 FEET NORTH OF THE CENTER LINE OF
 JU0003'NEW BRUNSWICK AVENUE, 89.2 FEET NORTHWEST OF THE STATION
 JU0003'CHADWICK 2, 148 FEET NORTHWEST OF RM 4, SET IN THE TOP OF THE
 JU0003'EAST CURB OF WEST CENTRAL AVENUE.
 JU0003
 JU0003                          STATION RECOVERY (1964)
 JU0003
 JU0003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0003'1.5 MI N FROM LAVALLETTE.
 JU0003'ABOUT 1.35 MILES NORTH ALONG GRAND CENTRAL AVENUE (STATE HIGHWAY
 JU0003'35) FROM THE MUNICIPAL BUILDING AT LAVALLETTE, THENCE 0.15
 JU0003'MILE WEST ALONG NEW BRUNSWICK AVENUE, AT THE SOUTHWEST CORNER OF
 JU0003'A PARKING LOT IN OCEAN BEACH, 33 FEET NORTH OF THE CENTER LINE
 JU0003'OF NEW BRUNSWICK AVENUE, 15 FEET EAST OF THE EAST CURB OF WEST
 JU0003'CENTRAL AVENUE, 93.5 FEET WEST OF CHADWICK 2 RM 4, 89.2 FEET
 JU0003'SOUTH OF CHADWICK 2 RM 5, ABOUT 1.0 FOOT ABOVE THE LEVEL OF
 JU0003'WEST CENTRAL AVENUE AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JU0003'WITH THE SURFACE OF THE GROUND.
 JU0003
 JU0003                          STATION RECOVERY (1983)
 JU0003
 JU0003'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1983
 JU0003'STATION NEEDS WORK.
 JU0003'
 JU0003'MAIN STA AND RM 5 BOTH GOOD.  BASE OF RM 4 FD - DISK AND TOP BROKEN
 JU0003'OFF.  AZ MK DISK BROKEN OFF. CHANGES--NEW BRUNSWICK AVE.  NOW KITTY
 JU0003'WAKE AVE.  MAIN STA IN PKG LOT OF OCEAN BEACH MARINA, BURIED 1 FOOT
 JU0003'UNDER GRAVEL.  LOOKS OK.  DIS AND CENTERLINE TO RM 5 OFF STEM OF
 JU0003'AZ MK HIT OK.
 JU0003
 JU0003                          STATION RECOVERY (1984)
 JU0003
 JU0003'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 JU0003'STATION NOT RECOVERED.
 JU0003'
 JU0003'SINCE THIS MARK WAS SET, A BOAT SHOW ROOM NOW OCCUPIES PART OF THE
 JU0003'OLD PARKING LOT.  THIS MARK WAS EITHER DESTROYED OR BURIED DURING
 JU0003'CONSTRUCTION, AT THE APPROXIMATE LOCATION OF THE LOST MARK A
 JU0003'MONUMENT WAS FOUND WITH A SMALL (1-1/4 INCH) DISC IMBEDDED.  IT WAS
 JU0003'STAMPED N.J.
 JU0003'
 JU0003'THE STREET-NEW BRUNSWICK AVE HAS BEEN RENAMED KITTIWAKE AVE.
 JU0003'
 JU0003'RM 4 - NOT RECOVERED.
 JU0003'
 JU0003'RM 5 - RECOVERED IN GOOD CONDITION.
 JU0003'
 JU0003'AZIMUTH MARK - RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JU0003'
 JU0003'EXCEPT IT HAS EVIDENTLY BEEN RESET 1-1/2 FEET EAST OF POWER POLE
 JU0003'NO. BT 55 DV, 2 FEET SOUTHEAST OF A WITNESS POST AND IS STAMPED
 JU0003'AZIMUTH MARK CHADWICK 2 - 1962 NO 2 -1984.  IT IS LOCATED IN THE
 JU0003'EAST CURB OF RTE 35 SOUTH BETWEEN CARMEL DRIVE AND SAN FERNANDO
 JU0003'DRIVE.
 JU0003
 JU0003                          STATION RECOVERY (1984)
 JU0003
 JU0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 JU0003'THE STATION WAS RECOVERED AT THIS DATE.
 JU0003'THE STATION, REFERENCE MARK 5 AND THE AZIMUTH MARK WERE RECOVERED.
 JU0003'REFERENCE MARK 4 WAS NOT.  BECAUSE THE AZIMUTH MARK DISK WAS DAMAGED
 JU0003'IT WAS REPLACED IN PLACE AND RENAMED.  THE AZIMUTH MARK WAS
 JU0003'POSITIONED AND A REFERNCE MARK 6 ESTABLISHED.
 JU0003'
 JU0003'THE STATION IS LOCATED ABOUT 2.5 KM (1.6 MI)
 JU0003'NORTH OF LAVALLETTE,
 JU0003'2.5 KM (1.5 MI) SOUTH OF NORMANDY BEACH ON LONG BEACH ISLAND.
 JU0003'OWNERSHIP--HIGHWAY RIGHT OF WAY.
 JU0003'
 JU0003'TO REACH THE STATION FROM THE POST OFFICE IN LAVALLETTE, GO NORTH
 JU0003'ON GRAND CENTRAL AVENUE, ROUTE 35 NORTH, FOR 1.5 KM (0.95 MI) TO A
 JU0003'CROSSROADS.  TURN LEFT AND GO WEST ON KITTIWAKE AVENUE
 JU0003'FOR 0.15 KM (0.1 MI) TO A CROSSROADS AND THE STATION ON THE RIGHT.
 JU0003'
 JU0003'THE STATION IS A STANDARD CGS DISK
 JU0003'STAMPED---CHADWICK 2 1962---,
 JU0003'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU0003'30 CM ON SIDE RECESSED 10 CM BELOW GROUND.  LOCATED
 JU0003'11.6 METERS (38.1 FT) EAST FROM THE CENTER OF ROUTE 35 SOUTH,
 JU0003'10.1 METERS (33.0 FT) NORTH FROM THE CENTER OF KITTIWAKE AVENUE,
 JU0003'5.9 METERS (19.4 FT) SOUTHWEST FROM THE CORNER OF A BOAT SALES
 JU0003'BUILDING,
 JU0003'4.6 METERS (15.1 FT) NORTHEAST FROM A TRAFFIC SIGNAL POLE AND
 JU0003'4.5 METERS (14.8 FT) NORTHEAST FROM A DROP INLET.
 JU0003'
 JU0003'REFERENCE MARK NO. 5 IS A STANDARD CGS DISK
 JU0003'STAMPED---CHADWICK 2 NO 5 1962 ---,
 JU0003'SET INTO A DRILL HOLE IN THE EAST CURB OF GRAND CENTRAL AVENUE
 JU0003'11.6 METERS (38.0 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF
 JU0003'THE BOAT SALES BUILDING,
 JU0003'7.2 METERS (23.6 FT) EAST FROM THE CENTER OF THE ROAD AND
 JU0003'3.6 METERS (11.8 FT) SOUTH FROM A POWER POLE JC 5341 DV.
 JU0003'MARK IS 0.2 METERS ABOVE THE STATION.
 JU0003'
 JU0003'REFERENCE MARK NO. 6 IS A STANDARD NGS DISK
 JU0003'STAMPED---CHADWICK 2 1962 NO 6 1984---,
 JU0003'SET INTO A DRILL HOLE IN THE WEST CURB OF GRAND CENTRAL AVENUE
 JU0003'18.1 METERS (59.4 FT) NORTH FROM A POWER POLE BT 550,
 JU0003'13.8 METERS (45.3 FT) NORTH FROM A TRAFFIC SIGNAL POLE,
 JU0003'7.0 METERS (23.0 FT) WEST FROM THE CENTER OF THE ROAD AND
 JU0003'0.3 METERS (0.9 FT) SOUTH FROM THE SOUTH SIDE OF A DROP INLET.
 JU0003'MARK IS 0.1 METERS ABOVE THE STATION.
 JU0003'
 JU0003'AZIMUTH MARK NO. 2 IS A STANDARD NGS DISK
 JU0003'STAMPED---CHADWICK 2 1962 NO 2 1984---,
 JU0003'SET INTO A DRILL HOLE IN THE WEST CURB OF GRAND CENTRAL AVENUE,
 JU0003'30.2 METERS (99.1 FT) NORTH FROM THE CENTER OF CARMEL DRIVE,
 JU0003'7.1 METERS (23.2 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 JU0003'0.7 METERS (2.2 FT) EAST FROM A WITNESS POST AND
 JU0003'0.6 METERS (2.0 FT) EAST FROM A POWER POLE BT 550 DV.
 JU0003'
 JU0003'TO REACH THE AZIMUTH FROM THE STATION,
 JU0003'GO SOUTH FOR 0.4 KM (0.25 MI) ON GRAND CENTRAL AVENUE, ROUTE 35
 JU0003'SOUTH TO THE STATION ON THE RIGHT.
 JU0003'
 JU0003'DESCRIBED BY R G POUST.
 JU0003
 JU0003                          STATION RECOVERY (1984)
 JU0003
 JU0003'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0003'RECOVERED IN GOOD CONDITION.
 JU0003
 JU0003                          STATION RECOVERY (1984)
 JU0003
 JU0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JU0003'FROM THE POST OFFICE IN LAVALLETTE, GO NORTH ON GRAND CENTRAL AVENUE
 JU0003'(ROUTE 35 NORTH) FOR 1.5 KM (0.95 MI) TO A CROSSROADS, TURN LEFT AND
 JU0003'GO WEST ON KITTIWAKE AVENUE FOR 0.15 KM (0.10 MI) TO A
 JU0003'T-INTERSECTION, AND THE BENCH MARK ON THE RIGHT, 11.6 M (38.1 FT)
 JU0003'EAST FROM THE CENTER OF GRAND CENTRAL AVENUE (ROUTE 35 SOUTH) 10.1 M
 JU0003'(33.1 FT) NORTH FROM THE CENTER OF KITTIWAKE AVENUE, 5.9 M (19.4 FT)
 JU0003'SOUTHWEST FROM THE SOUTHWEST CORNER OF A BOAT SALES, 4.6 M (15.1 FT)
 JU0003'NORTHEAST FROM A TRAFFIC SIGNAL POLE AND 4.5 M (14.8 FT) NORTHEAST
 JU0003'FROM A DROP INLET.
 JU0003
 JU0003                          STATION RECOVERY (1987)
 JU0003
 JU0003'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0003'RECOVERED IN GOOD CONDITION.
 JU0003
 JU0003                          STATION RECOVERY (1987)
 JU0003
 JU0003'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0003'RECOVERED IN GOOD CONDITION.
 JU0003
 JU0003                          STATION RECOVERY (1990)
 JU0003
 JU0003'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 JU0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4091 ***********************************************************************
 JU4091  DESIGNATION -  CHADWICK 2 AZ MK 2
 JU4091  PID         -  JU4091
 JU4091  STATE/COUNTY-  NJ/OCEAN
 JU4091  USGS QUAD   -  SEASIDE PARK (1989)
 JU4091
 JU4091                         *CURRENT SURVEY CONTROL
 JU4091  ___________________________________________________________________
 JU4091* NAD 83(1996)-  39 59 05.45545(N)    074 04 05.96523(W)     ADJUSTED  
 JU4091* NAVD 88     -         1.     (meters)       3.     (feet)  VERTCON   
 JU4091  ___________________________________________________________________
 JU4091  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 JU4091  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JU4091
 JU4091  HORZ ORDER  -  THIRD
 JU4091
 JU4091.The horizontal coordinates were established by classical geodetic methods
 JU4091.and adjusted by the National Geodetic Survey in September 1999..
 JU4091.No horizontal observational check was made to the station.
 JU4091
 JU4091.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4091
 JU4091.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4091
 JU4091.The geoid height was determined by GEOID03.
 JU4091
 JU4091;                    North         East     Units Scale Factor Converg.
 JU4091;SPC NJ       -   127,921.507   186,867.027   MT  0.99991673   +0 16 38.6
 JU4091;SPC NJ       -   419,689.14    613,079.57   sFT  0.99991673   +0 16 38.6
 JU4091;UTM  18      - 4,426,491.184   579,545.804   MT  0.99967789   +0 35 55.4
 JU4091
 JU4091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4091!SPC NJ       -   1.00000502  x   0.99991673  =   0.99992175
 JU4091!UTM  18      -   1.00000502  x   0.99967789  =   0.99968291
 JU4091
 JU4091                          SUPERSEDED SURVEY CONTROL
 JU4091
 JU4091  NAD 83(1986)-  39 59 05.45023(N)    074 04 05.96115(W) AD(       ) 3
 JU4091  NGVD 29 (06/22/90)    1.     (m)            3.     (f) VERT ANG       
 JU4091
 JU4091.Superseded values are not recommended for survey control.
 JU4091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4091.See file dsdata.txt to determine how the superseded data were derived.
 JU4091
 JU4091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7954626491(NAD 83)
 JU4091_MARKER: DZ = AZIMUTH MARK DISK
 JU4091_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU4091+WITH SETTING: PAVEMENT
 JU4091_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4091+STABILITY: SURFACE MOTION
 JU4091
 JU4091  HISTORY     - Date     Condition        Report By
 JU4091  HISTORY     - 1984     MONUMENTED       NGS
 JU4091
 JU4091                          STATION DESCRIPTION
 JU4091
 JU4091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 JU4091'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI)
 JU4091'NORTH OF LAVALLETTE,
 JU4091'2.75 KM (1.75 MI) SOUTH OF NORMANDY BEACH ON LONG BEACH ISLAND.
 JU4091'OWNERSHIP--HIGHWAY RIGHT OF WAY.
 JU4091'
 JU4091'TO REACH THE STATION FROM THE POST OFFICE IN LAVALLETTE, GO NORTH
 JU4091'ON GRAND CENTRAL AVENUE, ROUTE 35 NORTH, FOR 1.1 KM (0.7 MI) TO A
 JU4091'CROSSROADS.  TURN WEST AND GO WEST ON CARMEL DRIVE FOR
 JU4091'0.15 KM (0.1 MI) TO A CROSSROADS AND THE STATION ON THE RIGHT.
 JU4091'
 JU4091'THE STATION IS A STANDARD NGS DISK
 JU4091'STAMPED---CHADWICK 2 1962 NO 2 1984---,
 JU4091'SET INTO IN A DRILLHOLE IN THE WEST CURB OF GRAND CENTRAL AVENUE,
 JU4091'30.2 METERS (99.1 FT) NORTH FROM THE CENTER OF CARMEL DRIVE,
 JU4091'7.1 METERS (23.2 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 JU4091'0.6 METERS (2.0 FT) EAST FROM A POWER POLE BT 550 DV AND
 JU4091'0.7 METERS (2.2 FT) EAST FROM A WITNESS POST.
 JU4091'
 JU4091'DESCRIBED BY R POUST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0002 ***********************************************************************
 JU0002  DESIGNATION -  CHADWICK 2 RM 5
 JU0002  PID         -  JU0002
 JU0002  STATE/COUNTY-  NJ/OCEAN
 JU0002  USGS QUAD   -  SEASIDE PARK (1989)
 JU0002
 JU0002                         *CURRENT SURVEY CONTROL
 JU0002  ___________________________________________________________________
 JU0002* NAD 83(1986)-  39 59 17.     (N)    074 04 02.     (W)     SCALED    
 JU0002* NAVD 88     -         0.739  (meters)       2.42   (feet)  ADJUSTED  
 JU0002  ___________________________________________________________________
 JU0002  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JU0002  DYNAMIC HT  -           0.738 (meters)       2.42  (feet)  COMP
 JU0002  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 JU0002
 JU0002  VERT ORDER  -  FIRST     CLASS I
 JU0002
 JU0002.The horizontal coordinates were scaled from a topographic map and have
 JU0002.an estimated accuracy of +/- 6 seconds.
 JU0002
 JU0002.The orthometric height was determined by differential leveling
 JU0002.and adjusted by the National Geodetic Survey in June 1991..
 JU0002
 JU0002.The geoid height was determined by GEOID03.
 JU0002
 JU0002.The dynamic height is computed by dividing the NAVD 88
 JU0002.geopotential number by the normal gravity value computed on the
 JU0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0002.degrees latitude (g = 980.6199 gals.).
 JU0002
 JU0002.The modeled gravity was interpolated from observed gravity values.
 JU0002
 JU0002;                    North         East    Units  Estimated Accuracy
 JU0002;SPC NJ       -   128,280.      186,960.      MT  (+/- 180 meters Scaled)
 JU0002
 JU0002                          SUPERSEDED SURVEY CONTROL
 JU0002
 JU0002  NGVD 29 (04/16/92)    1.085  (m)            3.56   (f) ADJUSTED    1 1
 JU0002
 JU0002.Superseded values are not recommended for survey control.
 JU0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0002.See file dsdata.txt to determine how the superseded data were derived.
 JU0002
 JU0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK796268(NAD 83)
 JU0002_MARKER: DR = REFERENCE MARK DISK
 JU0002_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0002_SP_SET: CURB
 JU0002_STAMPING: CHADWICK 2 RM 5 1962
 JU0002_MARK LOGO: CGS   
 JU0002_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0002
 JU0002  HISTORY     - Date     Condition        Report By
 JU0002  HISTORY     - 1962     MONUMENTED       CGS
 JU0002  HISTORY     - 1964     GOOD             CGS
 JU0002  HISTORY     - 1984     GOOD             USPSQD
 JU0002  HISTORY     - 19840509 GOOD             NGS
 JU0002  HISTORY     - 1987     GOOD             USPSQD
 JU0002  HISTORY     - 1987     GOOD             USPSQD
 JU0002  HISTORY     - 1990     GOOD             USPSQD
 JU0002
 JU0002                          STATION DESCRIPTION
 JU0002
 JU0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0002'1.5 MI N FROM LAVALLETTE.
 JU0002'ABOUT 1.35 MILES NORTH ALONG GRAND CENTRAL AVENUE (STATE HIGHWAY
 JU0002'35) FROM THE MUNICIPAL BUILDING AT LAVALLETTE, THENCE 0.15 MILE
 JU0002'WEST ALONG NEW BRUNSWICK AVENUE, NEAR THE INTERSECTION OF NEW
 JU0002'BRUNSWICK AND WEST CENTRAL AVENUES, 119.5 FEET NORTH OF THE
 JU0002'CENTER LINE OF NEW BRUNSWICK AVENUE, 89.2 FEET NORTHWEST OF
 JU0002'TRIANGULATION STATION CHADWICK 2, 148 FEET NORTHWEST OF CHADWICK
 JU0002'2 RM 4, SET IN THE TOP OF THE EAST CURB OF WEST CENTRAL AVENUE
 JU0002'ON THE SIDE OF A PARKING LOT IN OCEAN BEACH.  ALSO TO REACH-- ABOUT
 JU0002'0.05 MILE WEST ALONG A BLACK TOP STREET FROM THE POST OFFICE AT
 JU0002'NORMANDY BEACH, THENCE 1.0 MILE SOUTH ALONG WEST CENTRAL AVENUE
 JU0002'(STATE HIGHWAY 35).
 JU0002
 JU0002                          STATION RECOVERY (1984)
 JU0002
 JU0002'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0002'OCEAN BEACH MARINA SHOWROOM NOW BUILT APPROX. 40 FEET SOUTHEAST OF
 JU0002'MARK.
 JU0002
 JU0002                          STATION RECOVERY (1984)
 JU0002
 JU0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JU0002'FROM THE POST OFFICE IN LAVALLETTE, GO NORTH ON GRAND CENTRAL AVENUE
 JU0002'(ROUTE 35 NORTH), FOR 1.5 KM (0.95 MI) TO A CROSSROADS, TURN LEFT AND
 JU0002'GO WEST ON KITTIWAKE AVENUE FOR 0.15 KM (0.10 MI) TO A T-INTERSECTION
 JU0002'AND THE BENCH MARK ON THE RIGHT, 36.6 M (120.1 FT) NORTH FROM THE
 JU0002'CENTER OF KITTIWAKE AVENUE, 7.2 M (23.6 FT) EAST FROM THE CENTER OF
 JU0002'GRAND CENTRAL AVENUE (ROUTE 35 SOUTH), 3.6 M (11.8 FT) SOUTH FROM A
 JU0002'POWERLINE POLE NUMBERED JC5341DV, 11.6 M (38.1 FT) WEST-NORTHWEST
 JU0002'FROM THE NORTHWEST CORNER OF A BOAT SALES AND 15.3 M (50.2 FT)
 JU0002'EAST-SOUTHEAST FROM A POWERLINE POLE WITH NO NUMBER.
 JU0002
 JU0002                          STATION RECOVERY (1987)
 JU0002
 JU0002'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0002'RECOVERED IN GOOD CONDITION.
 JU0002
 JU0002                          STATION RECOVERY (1987)
 JU0002
 JU0002'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0002'RECOVERED IN GOOD CONDITION.
 JU0002
 JU0002                          STATION RECOVERY (1990)
 JU0002
 JU0002'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 JU0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4279 ***********************************************************************
 JU4279  DESIGNATION -  CHADWICK 2 RM 6
 JU4279  PID         -  JU4279
 JU4279  STATE/COUNTY-  NJ/OCEAN
 JU4279  USGS QUAD   -  SEASIDE PARK (1989)
 JU4279
 JU4279                         *CURRENT SURVEY CONTROL
 JU4279  ___________________________________________________________________
 JU4279* NAD 83(1986)-  39 59 17.     (N)    074 04 02.     (W)     SCALED    
 JU4279* NAVD 88     -         0.67   (meters)       2.2    (feet)  RESET     
 JU4279  ___________________________________________________________________
 JU4279  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JU4279
 JU4279  VERT ORDER  -  THIRD
 JU4279
 JU4279.The horizontal coordinates were scaled from a topographic map and have
 JU4279.an estimated accuracy of +/- 6 seconds.
 JU4279
 JU4279.The orthometric height was computed from unverified reset data.
 JU4279.No vertical observational check was made to the station.
 JU4279
 JU4279.The geoid height was determined by GEOID03.
 JU4279
 JU4279;                    North         East    Units  Estimated Accuracy
 JU4279;SPC NJ       -   128,280.      186,960.      MT  (+/- 180 meters Scaled)
 JU4279
 JU4279                          SUPERSEDED SURVEY CONTROL
 JU4279
 JU4279  NGVD 29 (01/16/01)    1.02   (m)            3.3    (f) RESET       3  
 JU4279
 JU4279.Superseded values are not recommended for survey control.
 JU4279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4279.See file dsdata.txt to determine how the superseded data were derived.
 JU4279
 JU4279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK796268(NAD 83)
 JU4279_MARKER: DR = REFERENCE MARK DISK
 JU4279_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4279_SP_SET: CURB
 JU4279_STAMPING: CHADWICK 2 NO 6 1984
 JU4279_MARK LOGO: NGS   
 JU4279_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4279
 JU4279  HISTORY     - Date     Condition        Report By
 JU4279  HISTORY     - 1984     MONUMENTED
 JU4279  HISTORY     - 19840509 GOOD             NGS
 JU4279
 JU4279                          STATION DESCRIPTION
 JU4279
 JU4279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JU4279'FROM THE POST OFFICE IN LAVALLETTE, GO NORTH ON GRAND CENTRAL AVENUE,
 JU4279'FOR 1.5 KM (0.95 MI) TO A CROSSROADS, TURN LEFT AND GO WEST ON
 JU4279'KITTIWAKE AVENUE FOR 0.15 KM (0.10 MI) TO A T-INTERSECTION AND THE
 JU4279'BENCH MARK 7.0 M (23.0 FT) WEST FROM THE CENTER OF GRAND CENTRAL
 JU4279'AVENUE (ROUTE 35 SOUTH), 18.1 M (59.4 FT) NORTH FROM A POWERLINE POLE
 JU4279'NUMBERED BT550, 13.8 M (45.3 FT) NORTH FROM A TRAFFIC SIGNAL POLE AND
 JU4279'0.3 M (1.0 FT) SOUTH FROM THE SOUTH SIDE OF A DROP INLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2782 ***********************************************************************
 JU2782  DESIGNATION -  CHANNEL
 JU2782  PID         -  JU2782
 JU2782  STATE/COUNTY-  NJ/ATLANTIC
 JU2782  USGS QUAD   -  OCEANVILLE (1989)
 JU2782
 JU2782                         *CURRENT SURVEY CONTROL
 JU2782  ___________________________________________________________________
 JU2782* NAD 83(1996)-  39 23 39.30879(N)    074 23 52.45361(W)     ADJUSTED  
 JU2782* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2782  ___________________________________________________________________
 JU2782  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 JU2782  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 JU2782
 JU2782  HORZ ORDER  -  THIRD
 JU2782
 JU2782.The horizontal coordinates were established by classical geodetic methods
 JU2782.and adjusted by the National Geodetic Survey in September 1999..
 JU2782
 JU2782.The orthometric height was scaled from a topographic map.
 JU2782
 JU2782.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2782
 JU2782.The geoid height was determined by GEOID03.
 JU2782
 JU2782;                    North         East     Units Scale Factor Converg.
 JU2782;SPC NJ       -    62,270.670   158,794.059   MT  0.99990095   +0 03 53.3
 JU2782;SPC NJ       -   204,299.69    520,976.84   sFT  0.99990095   +0 03 53.3
 JU2782;UTM  18      - 4,360,701.576   551,846.184   MT  0.99963310   +0 22 55.7
 JU2782
 JU2782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2782!SPC NJ       -   1.00000528  x   0.99990095  =   0.99990623
 JU2782!UTM  18      -   1.00000528  x   0.99963310  =   0.99963838
 JU2782
 JU2782|---------------------------------------------------------------------|
 JU2782| PID    Reference Object                     Distance      Geod. Az  |
 JU2782|                                                           dddmmss.s |
 JU2782| CB1344 CHANNEL RM 3                         31.816 METERS 03551     |
 JU2782| JU2780 BRIGANTINE BEACH SOUTH TANK         APPROX. 0.6 KM 0810613.5 |
 JU2782| CB1343 CHANNEL RM 2                         19.496 METERS 08134     |
 JU2782| CB1342 CHANNEL RM 1                         17.264 METERS 20507     |
 JU2782| CB1345 CHANNEL RM 4                         34.742 METERS 31323     |
 JU2782|---------------------------------------------------------------------|
 JU2782
 JU2782                          SUPERSEDED SURVEY CONTROL
 JU2782
 JU2782  NAD 83(1986)-  39 23 39.29841(N)    074 23 52.44450(W) AD(       ) 3
 JU2782  NAD 27      -  39 23 38.87500(N)    074 23 53.91900(W) AD(       ) 3
 JU2782
 JU2782.Superseded values are not recommended for survey control.
 JU2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2782.See file dsdata.txt to determine how the superseded data were derived.
 JU2782
 JU2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5184660702(NAD 83)
 JU2782_MARKER: DS = TRIANGULATION STATION DISK
 JU2782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2782
 JU2782  HISTORY     - Date     Condition        Report By
 JU2782  HISTORY     - 1935     MONUMENTED       USE
 JU2782  HISTORY     - 1950     GOOD             CGS
 JU2782  HISTORY     - 1962     GOOD             CGS
 JU2782  HISTORY     - 1973     MARK NOT FOUND   NGS
 JU2782
 JU2782                          STATION DESCRIPTION
 JU2782
 JU2782'DESCRIBED BY US ENGINEERS 1935 (BHR)
 JU2782'THIS STATION IS LOCATED TO THE S OF BRIGANTINE ON THE E SIDE OF
 JU2782'CONCRETE HIGHWAY.
 JU2782'
 JU2782'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2782'CONCRETE AS DESCRBED IN NOTES 1A, AND 11A.
 JU2782'
 JU2782'FROM THE EDGE OF THE HIGHWAY REFERENCE MARK NO. 1 IS 45.1 METERS,
 JU2782'REFERENCE MARK NO. 2 IS 18.3 METERS, REFERENCE MARK NO. 3 IS 4.53
 JU2782'METERS, AND REFERENCE MARK NO. 4 IS 4.86 METERS.  REFERENCE MARK
 JU2782'NO. 4 IS 1.83 METERS FROM ACE SYSTEM POLE NO. 2657.  REFERENCE
 JU2782'MARK NO. 3 IS 18.41 METERS FROM ACE SYSTEM POLE NO. 2659, AND
 JU2782'11.97 METERS FROM POLE NO. 2658.
 JU2782'
 JU2782'TO REACH STATION BY TRUCK, LEAVE ATLANTIC CITY ON BRIGANTINE
 JU2782'ROAD UNTIL DRAWBRIDGE OVER ABSECON INLET IS REACHED.  FROM THE
 JU2782'DRAWBRIDGE GO NORTHWARD 1.5 MILES TO STATION.  STATION IS 0.45
 JU2782'MILE SW OF THE TRAFFIC CIRCLE IN BRIGANTINE.  STATION AND FOUR
 JU2782'REFERENCE MARKS ARE IN ACCORDANCE WITH ABOVE NOTES.  ALL DISKS
 JU2782'STAMPED CHANNEL UNITED STATES ARMY ENGINEERS 1935.  REFERENCE
 JU2782'MARKS STAMPED, NO. 1, 2, 3, 4, RESPECTIVELY.
 JU2782'
 JU2782'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 JU2782
 JU2782                          STATION RECOVERY (1950)
 JU2782
 JU2782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2782'STATION AND THE FOUR REFERENCE MARKS RECOVERED IN GOOD
 JU2782'CONDITION.  DISTANCES TAPED TO ALL REFERENCE MARKS WITH STEEL
 JU2782'TAPE AND FOUND TO BE CORRECT.  ORIGINAL DESCRIPTION IS ADEQUATE
 JU2782'AND CORRECT WITH THE FOLLOWING EXCEPTION--
 JU2782'
 JU2782'STATION AND REFERENCE MARKS 1 AND 2 ARE STANDARD U.S.C. AND
 JU2782'G.S. DISKS STAMPED CHANNEL U.S.E.D. 1935.
 JU2782'
 JU2782'R.M.S 3 AND 4 ARE STANDARD U.S.C. AND G.S. DISKS STAMPED CHANNEL,
 JU2782'1935.
 JU2782'
 JU2782'THE ORIGINAL DESCRIPTION STATES THAT ALL DISKS WERE STAMPED
 JU2782'CHANNEL, UNITED STATES ARMY ENGINEERS, 1935, WHICH IS INCORRECT.
 JU2782
 JU2782                          STATION RECOVERY (1962)
 JU2782
 JU2782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2782'THE STATION MARK, RMS 1 AND 3 WERE RECOVERED IN GOOD CONDITION.  RM
 JU2782'2 MAY BE RECOVERABLE BENEATH CAR BODIES AND DEBRIS, RM 4 IS
 JU2782'LOST.  RM 3 IS WEST OF POLE 2659, RM 1 IS ABOUT 20 FEET NORTH
 JU2782'OF THE HIGH REEDS IN THE MARSH, IN VERY HEAVY UNDERBRUSH.
 JU2782
 JU2782                          STATION RECOVERY (1973)
 JU2782
 JU2782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 JU2782'A SEARCH WAS MADE FOR THE STATION BUT NO MARKS WERE FOUND.  THERE
 JU2782'HAS BEEN A NEW ROAD CONSTRUCTED IN THE AREA OF THE STATION.  THERE
 JU2782'IS A SMALL POSSIBILITY THE STATION MAY BE BURIED UNDER ROAD FILL
 JU2782'BUT IT IS UNLIKELY.
 JU2782'
 JU2782'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2782'IN SOUTH PART OF BRIGANTINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2939 ***********************************************************************
 JU2939  DESIGNATION -  CHANNEL
 JU2939  PID         -  JU2939
 JU2939  STATE/COUNTY-  NJ/CAPE MAY
 JU2939  USGS QUAD   -  STONE HARBOR (1972)
 JU2939
 JU2939                         *CURRENT SURVEY CONTROL
 JU2939  ___________________________________________________________________
 JU2939* NAD 83(1996)-  39 03 41.94315(N)    074 46 23.32711(W)     ADJUSTED  
 JU2939* NAVD 88     -         0.910  (meters)       2.99   (feet)  ADJUSTED  
 JU2939  ___________________________________________________________________
 JU2939  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 JU2939  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 JU2939  DYNAMIC HT  -           0.910 (meters)       2.99  (feet)  COMP
 JU2939  MODELED GRAV-     980,061.2   (mgal)                       NAVD 88
 JU2939
 JU2939  HORZ ORDER  -  SECOND
 JU2939  VERT ORDER  -  FIRST     CLASS II
 JU2939
 JU2939.The horizontal coordinates were established by classical geodetic methods
 JU2939.and adjusted by the National Geodetic Survey in September 1999..
 JU2939
 JU2939.The orthometric height was determined by differential leveling
 JU2939.and adjusted by the National Geodetic Survey in March 2001..
 JU2939.No vertical observational check was made to the station.
 JU2939
 JU2939.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2939
 JU2939.The geoid height was determined by GEOID03.
 JU2939
 JU2939.The dynamic height is computed by dividing the NAVD 88
 JU2939.geopotential number by the normal gravity value computed on the
 JU2939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2939.degrees latitude (g = 980.6199 gals.).
 JU2939
 JU2939.The modeled gravity was interpolated from observed gravity values.
 JU2939
 JU2939;                    North         East     Units Scale Factor Converg.
 JU2939;SPC NJ       -    25,379.526   126,361.201   MT  0.99990688   -0 10 19.7
 JU2939;SPC NJ       -    83,265.99    414,570.04   sFT  0.99990688   -0 10 19.7
 JU2939;UTM  18      - 4,323,642.568   519,626.602   MT  0.99960474   +0 08 34.6
 JU2939
 JU2939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2939!SPC NJ       -   1.00000539  x   0.99990688  =   0.99991227
 JU2939!UTM  18      -   1.00000539  x   0.99960474  =   0.99961013
 JU2939
 JU2939:                Primary Azimuth Mark                     Grid Az
 JU2939:SPC NJ       -  STONE HARBOR WATER TANK                  123 27 24.5
 JU2939:UTM  18      -  STONE HARBOR WATER TANK                  123 08 30.2
 JU2939
 JU2939|---------------------------------------------------------------------|
 JU2939| PID    Reference Object                     Distance      Geod. Az  |
 JU2939|                                                           dddmmss.s |
 JU2939| JU2961 STONE HARBOR WATER TANK             APPROX. 1.5 KM 1231704.8 |
 JU2939| AH8986 CHANNEL RM 4                         13.652 METERS 13117     |
 JU2939| JU2941 STONE HARBOR CG STATION CUPOLA      APPROX. 2.5 KM 1713822.4 |
 JU2939| JU0444 CHANNEL RM 1                         25.999 METERS 17940     |
 JU2939| JU0443 CHANNEL RM 2                         34.101 METERS 26524     |
 JU2939| CB1341 CHANNEL RM 3 AZIMUTH                               30355     |
 JU2939|---------------------------------------------------------------------|
 JU2939
 JU2939                          SUPERSEDED SURVEY CONTROL
 JU2939
 JU2939  NAD 83(1991)-  39 03 41.92142(N)    074 46 23.33013(W) AD(       ) 2
 JU2939  NAD 83(1986)-  39 03 41.92007(N)    074 46 23.33033(W) AD(       ) 2
 JU2939  NAD 27      -  39 03 41.51000(N)    074 46 24.73800(W) AD(       ) 2
 JU2939
 JU2939.Superseded values are not recommended for survey control.
 JU2939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2939.See file dsdata.txt to determine how the superseded data were derived.
 JU2939
 JU2939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1962723643(NAD 83)
 JU2939_MARKER: DS = TRIANGULATION STATION DISK
 JU2939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2939_STAMPING: CHANNEL 1932
 JU2939_MARK LOGO: CGS   
 JU2939_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2939+STABILITY: SURFACE MOTION
 JU2939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2939+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1997
 JU2939
 JU2939  HISTORY     - Date     Condition        Report By
 JU2939  HISTORY     - 1932     MONUMENTED       CGS
 JU2939  HISTORY     - 1937     GOOD             CGS
 JU2939  HISTORY     - 1951     GOOD             CGS
 JU2939  HISTORY     - 1957     GOOD             CGS
 JU2939  HISTORY     - 1970     GOOD             NGS
 JU2939  HISTORY     - 1973     GOOD             NGS
 JU2939  HISTORY     - 19970728 GOOD             NJGS
 JU2939
 JU2939                          STATION DESCRIPTION
 JU2939
 JU2939'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2939'THE STATION IS ON THE N SIDE OF THE ROAD, STONE HARBOR-CAPE
 JU2939'MAY COURT HOUSE, 0.55 MILE W OF THE FIRST BRIDGE W OF STONE
 JU2939'HARBOR.  IT IS 5 FEET N OF THE N LINE OF TELEPHONE POLES.
 JU2939'
 JU2939'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2939'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU2939'
 JU2939'REFERENCE MARK NO.1 IS 85.30 FEET SE OF THE STATION.  IT IS S OF
 JU2939'THE CAPE MAY COURT HOUSE ROAD AND 6 FEET N OF THE S LINE OF
 JU2939'TELEPHONE POLES.  IT IS 3 FEET BELOW THE ROAD LEVEL AND IN THE
 JU2939'BRUSH.  IT IS E OF THE STATION ON THE S SIDE OF THE ROAD.
 JU2939'
 JU2939'REFERENCE MARK NO. 2 IS 111.10 FEET SW OF THE STATION ON THE S
 JU2939'SIDE OF THE ROAD.  IT IS 1 FOOT N OF THE S LINE OF TELEPHONE
 JU2939'POLES AND 33 FEET NE OF THE FIRST TELEPHONE POLE W OF THE
 JU2939'STATION ON THE S SIDE OF THE ROAD.
 JU2939'
 JU2939'REFERENCE MARK NO. 3 IS 0.2 MILE NW OF THE STATION AND 5 PACES
 JU2939'FROM W EDGE OF THE HIGHWAY AND 9 PACES SE OF TELEPHONE POLE AND
 JU2939'5 PACES FROM TELEPHONE LINE.
 JU2939'
 JU2939'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 JU2939
 JU2939                          STATION RECOVERY (1937)
 JU2939
 JU2939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2939'THE STATION AND REFERENCE MARKS NO.1 AND NO. 2 WERE RECOVERED IN
 JU2939'GOOD CONDITION.  REFERENCE MARK NO. 3 WAS NOT SEARCHED FOR.  A
 JU2939'RAILROAD HAS BEEN BUILT HERE AND THE STATION MARK IS NOW AT THE
 JU2939'BOTTOM OF THE RAILROAD FILL AND 13.5 FEET N OF THE CENTER OF
 JU2939'THE TRACKS AND 2.5 FEET S OF THE NEW POWER LINE AND MIDWAY
 JU2939'BETWEEN POWER LINE POLES NO.9078 AND 9079.
 JU2939
 JU2939                          STATION RECOVERY (1951)
 JU2939
 JU2939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2939'STATION MARK AND R.M.S 1 AND 2 WERE RECOVERED IN GOOD
 JU2939'CONDITION.  THE DISTANCES TO R.M.S 1 AND 2 WERE MEASURED WITH A
 JU2939'STEEL TAPE AND FOUND TO BE CORRECT.  R.M. 3 WAS NOT RECOVERED
 JU2939'AFTER A 1-HOUR SEARCH BY A TWO-MAN PARTY.  THE DIRECTION WAS
 JU2939'OBSERVED FROM THE STATION AND THE AREA PROBED TO A DEPTH OF ONE
 JU2939'FOOT WITH NO RESULTS.  THE MARK IS PROBABLY INTACT, BUT DUE TO
 JU2939'THE ROAD BEING WIDENED AND INSUFFICIENT REFERENCE MEASUREMENTS,
 JU2939'THE MARK COULD NOT BE FOUND.  THE PUBLISHED DESCRIPTION IS
 JU2939'ADEQUATE AND CORRECT WITH THE FOLLOWING CORRECTIONS AND
 JU2939'ADDITIONS--
 JU2939'
 JU2939'THE STATION MARK IS 89.3 FEET E OF TELEPHONE POLE NO. 9078 AND
 JU2939'85.7 FEET W OF TELEPHONE POLE NO. 9079.  R.M. 1 IS 25.4 FEET S OF
 JU2939'THE CENTER LINE OF THE ROAD AND 12.0 FEET E OF TELEPHONE POLE
 JU2939'123.  A STEEL DRUM HAS BEEN PLACED AROUND R.M.S 1 AND 2.  R.M. 2
 JU2939'IS 29.7 FEET S OF THE CENTER LINE OF THE ROAD AND 5.2 FEET E OF
 JU2939'TELEPHONE POLE NO. 122.
 JU2939
 JU2939                          STATION RECOVERY (1957)
 JU2939
 JU2939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VES)
 JU2939'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 JU2939'CONDITION.  NO SEARCH WAS MADE FOR RM NO. 3.  THE STATION MARK HAS
 JU2939'BEEN COVERED BY ABOUT 1-1/2 FT. OF EARTH FILL.
 JU2939
 JU2939                          STATION RECOVERY (1970)
 JU2939
 JU2939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU2939'STATION MARK RECOVERED IN GOOD CONDITION.  NONE OF THE REFERENCE
 JU2939'MARKS WERE FOUND.  THEY ARE BELIEVED TO HAVE BEEN DESTROYED WHEN
 JU2939'THE ROAD WAS WIDENED.
 JU2939'
 JU2939'STATION IS LOCATED 1.0 MILE WEST OF THE POST OFFICE IN STONE
 JU2939'HARBOR ALONG HIGHWAY CONNECTING STONE HARBOR AND CAPE MAY
 JU2939'COURTHOUSE.  IT IS 89.4 SOUTHEAST OF POWER POLE 9078, 85.5 FEET
 JU2939'NORTHWEST OF POWER POLE 9079, 42.3 FEET NORTHEAST OF THE
 JU2939'CENTERLINE OF THE HIGHWAY, 5.0 FEET SOUTHWEST OF A METAL WITNESS
 JU2939'POST, 2.0 FEET TOWARD HIGHWAY FROM LINE OF POLES AND IS 2.0
 JU2939'FEET BELOW THE SURFACE OF THE GROUND.
 JU2939'
 JU2939'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2939'1.0 MILE WEST OF STONE HARBOR.
 JU2939
 JU2939                          STATION RECOVERY (1973)
 JU2939
 JU2939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 JU2939'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD
 JU2939'CONDITION.  REFERENCE MARK ONE WAS NOT FOUND, IT IS BELIEVED UNDER
 JU2939'ABOUT 6 FEET OF FILL.  REFERENCE MARK TWO WAS RECOVERED IN GOOD
 JU2939'CONDITION ABOUT 24 INCHES BELOW THE SURFACE.  THE AZIMUTH MARK WAS
 JU2939'NOT FOUND.  IT IS BELIEVED UNDER ABOUT 6 TO 8 FEET OF FILL.  THE
 JU2939'DISTANCE TO REFERENCE MARK TWO WAS FOUND TO BE 0.07 FOOT LONGER
 JU2939'THAN STATED IN THE 1960 DESCRIPTION.
 JU2939'
 JU2939'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU2939'
 JU2939'A STATION IS LOCATED ABOUT 1 MILE WEST-NORTHWEST OF THE STONE
 JU2939'HARBOR POST OFFICE, ABOUT 0.55 MILE WEST OF THE FIRST BRIDGE
 JU2939'WEST OF STONE HARBOR AND ON THE NORTH SIDE OF THE ROAD.  IT IS
 JU2939'ON HIGHWAY RIGHT-OF-WAY.
 JU2939'
 JU2939'TO REACH FROM THE POST OFFICE IN STONE HARBOR, GO NORTHWEST ON
 JU2939'96TH STREET FOR 1.0 MILE TO THE STATION ON THE RIGHT.
 JU2939'
 JU2939'THE STATION MARK IS A STANDARD DISK STAMPED CHANNEL 1932, SET IN
 JU2939'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS 24 INCHES
 JU2939'BELOW THE SURFACE.  IT IS 90 FEET SOUTHEAST OF A POWERLINE POLE
 JU2939'NUMBERED ACE 9078, 86.5 FEET NORTHWEST OF A POWERLINE POLE
 JU2939'NUMBERED ACE 9079, 42.5 FEET NORTHEAST OF THE CENTERLINE OF THE
 JU2939'ROAD AND 5 FEET SOUTHWEST OF A WITNESS POST.  (NOTE 1B 7A)
 JU2939'
 JU2939'REFERENCE MARK TWO IS A STANDARD DISK STAMPED CHANNEL NO 2 1932,
 JU2939'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS 24
 JU2939'INCHES BELOW THE SURFACT.  IT IS 32 FEET SOUTHWEST OF THE CENTER
 JU2939'LINE OF THE ROAD, 7 FEET EAST OF A POWERLINE POLE NUMBERED 122 AND
 JU2939'1.5 FEET NORTHEAST OF A WITNESS POST.  (NOTE 11B)
 JU2939'
 JU2939'REFERENCE MARK FOUR IS A STANDARD DISK STAMPED CHANNEL 1932 NO 4
 JU2939'1973, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS
 JU2939'FLUSH WITH THE SURFACE.  IT IS 47 FEET SOUTHEAST OF THE WITNESS
 JU2939'POST, 41.5 FEET NORTHWEST OF THE POWERLINE POLE NUMBERED ACE 9079
 JU2939'AND 38.8 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  (NOTE
 JU2939'11B)
 JU2939'
 JU2939'STONE HARBOR MUN. W T 1962 MAY BE USED AS AN AZIMUTH MARK FOR THIS
 JU2939'STATION.  SEE DESCRIPTION THEREOF.
 JU2939
 JU2939                          STATION RECOVERY (1997)
 JU2939
 JU2939'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU2939'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE STATION IS NOW
 JU2939'APPROXIMATELY 36 INCHES BELOW THE SURFACE OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5249 ***********************************************************************
 KV5249  DESIGNATION -  CHANNEL B C N MNR 4
 KV5249  PID         -  KV5249
 KV5249  STATE/COUNTY-  NJ/OCEAN
 KV5249  USGS QUAD   -  POINT PLEASANT (1989)
 KV5249
 KV5249                         *CURRENT SURVEY CONTROL
 KV5249  ___________________________________________________________________
 KV5249* NAD 83(1996)-  40 06 05.57082(N)    074 02 32.53140(W)     ADJUSTED  
 KV5249* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5249  ___________________________________________________________________
 KV5249  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 KV5249  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV5249
 KV5249  HORZ ORDER  -  THIRD
 KV5249
 KV5249.The horizontal coordinates were established by classical geodetic methods
 KV5249.and adjusted by the National Geodetic Survey in September 1999..
 KV5249
 KV5249.The orthometric height was scaled from a topographic map.
 KV5249
 KV5249.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5249
 KV5249.The geoid height was determined by GEOID03.
 KV5249
 KV5249;                    North         East     Units Scale Factor Converg.
 KV5249;SPC NJ       -   140,889.034   189,017.025   MT  0.99991873   +0 17 41.2
 KV5249;SPC NJ       -   462,233.44    620,133.36   sFT  0.99991873   +0 17 41.2
 KV5249;UTM  18      - 4,439,467.491   581,622.463   MT  0.99968201   +0 37 00.8
 KV5249
 KV5249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5249!SPC NJ       -   1.00000476  x   0.99991873  =   0.99992349
 KV5249!UTM  18      -   1.00000476  x   0.99968201  =   0.99968677
 KV5249
 KV5249:                Primary Azimuth Mark                     Grid Az
 KV5249:SPC NJ       -  MEADOW B C N MNR 3                       014 22 58.8
 KV5249:UTM  18      -  MEADOW B C N MNR 3                       014 03 39.2
 KV5249
 KV5249|---------------------------------------------------------------------|
 KV5249| PID    Reference Object                     Distance      Geod. Az  |
 KV5249|                                                           dddmmss.s |
 KV5249| KV5239 MEADOW B C N MNR 3                  APPROX. 0.5 KM 0144040.0 |
 KV5249| KV5266 MANASQUAN RIVER ENT BEACON          APPROX. 0.9 KM 0895607.8 |
 KV5249| KV5281 MNR 6=SHELL                         371.612 METERS 30730     |
 KV5249|---------------------------------------------------------------------|
 KV5249
 KV5249                          SUPERSEDED SURVEY CONTROL
 KV5249
 KV5249  NAD 83(1986)-  40 06 05.56353(N)    074 02 32.52499(W) AD(       ) 3
 KV5249  NAD 27      -  40 06 05.14800(N)    074 02 34.02500(W) AD(       ) 3
 KV5249
 KV5249.Superseded values are not recommended for survey control.
 KV5249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5249.See file dsdata.txt to determine how the superseded data were derived.
 KV5249
 KV5249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8162239467(NAD 83)
 KV5249_MARKER: I = METAL ROD
 KV5249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5249_SP_SET: CONRETE POST
 KV5249_STAMPING: 1933 CHANNEL
 KV5249_MARK LOGO: NJBCN 
 KV5249_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 KV5249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5249+STABILITY: SURFACE MOTION
 KV5249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5249+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KV5249
 KV5249  HISTORY     - Date     Condition        Report By
 KV5249  HISTORY     - 1933     MONUMENTED       NJBCN
 KV5249  HISTORY     - 1933     GOOD             NJBCN
 KV5249  HISTORY     - 1934     GOOD             CGS
 KV5249  HISTORY     - 1951     MARK NOT FOUND   CGS
 KV5249  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5249
 KV5249                          STATION DESCRIPTION
 KV5249
 KV5249'DESCRIBED BY NJ BOARD OF COMMERCE 1933
 KV5249'THE CENTER MARK IS A 12- BY 12-INCH CONCRETE MONUMENT CAST
 KV5249'AROUND A 2-INCH GALVANIZED IRON PIPE WHICH PROJECTS 1 INCH AND IS
 KV5249'MARKED 1933 CHANNEL.
 KV5249
 KV5249                          STATION RECOVERY (1933)
 KV5249
 KV5249'RECOVERY NOTE BY NJ BOARD OF COMMERCE 1933
 KV5249'RECOVERED IN GOOD CONDITION.
 KV5249
 KV5249                          STATION RECOVERY (1934)
 KV5249
 KV5249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5249'STATION ESTABLISHED BY THE NEW JERSEY BOARD OF COMMERCE AND
 KV5249'NAVIGATION IN 1933.  NO DESCRIPTION BY THAT ORGANIZATION
 KV5249'AVAILABLE, DESCRIBED AS FOLLOWS--
 KV5249'
 KV5249'LOCATED IN POINT PLEASANT, S OF THE MANASQUAN RIVER AT THE
 KV5249'NE CORNER OF THE INTERSECTION OF CHANNEL DRIVE AND BALTIMORE
 KV5249'AVENUE, 40 FEET N OF CHANNEL DRIVE AND 1 FOOT E OF BALTIMORE
 KV5249'AVENUE.
 KV5249'
 KV5249'THE CENTER MARK IS A 12- BY 12-INCH CONCRETE MONUMENT CAST
 KV5249'AROUND A 2-INCH GALVANIZED IRON PIPE WHICH PROJECTS 1 INCH AND IS
 KV5249'MARKED 1933 CHANNEL.
 KV5249'
 KV5249'NO REFERENCE MARKS ESTABLISHED.  STATION IS IDENTICAL WITH
 KV5249'MANASQUAN RIVER 4 (USE).
 KV5249
 KV5249                          STATION RECOVERY (1951)
 KV5249
 KV5249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV5249'STATION WAS NOT RECOVERED AFTER AN HOURS SEARCH BY A TWO-MAN
 KV5249'PARTY.  THE AREA WAS PROBED TO A DEPTH OF 1 FOOT WITH NO
 KV5249'RESULTS.  A DRIVEWAY HAS BEEN CONSTRUCTED OVER THE GROUND WHERE
 KV5249'THIS STATION WAS LOCATED AND IT HAS PROBABLY BEEN DESTROYED.
 KV5249
 KV5249                          STATION RECOVERY (1991)
 KV5249
 KV5249'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5249'THE STATION WAS NOT SEARCHED FOR, MARK PRESUMED TO BE DESTROYED AT
 KV5249'TIME OF LAST RECOVERY IN 1951..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0444 ***********************************************************************
 JU0444  DESIGNATION -  CHANNEL RM 1
 JU0444  PID         -  JU0444
 JU0444  STATE/COUNTY-  NJ/CAPE MAY
 JU0444  USGS QUAD   -  STONE HARBOR (1972)
 JU0444
 JU0444                         *CURRENT SURVEY CONTROL
 JU0444  ___________________________________________________________________
 JU0444* NAD 83(1986)-  39 03 40.     (N)    074 46 22.     (W)     SCALED    
 JU0444* NAVD 88     -         0.829  (meters)       2.72   (feet)  ADJUSTED  
 JU0444  ___________________________________________________________________
 JU0444  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 JU0444  DYNAMIC HT  -           0.828 (meters)       2.72  (feet)  COMP
 JU0444  MODELED GRAV-     980,061.2   (mgal)                       NAVD 88
 JU0444
 JU0444  VERT ORDER  -  FIRST     CLASS II
 JU0444
 JU0444.The horizontal coordinates were scaled from a topographic map and have
 JU0444.an estimated accuracy of +/- 6 seconds.
 JU0444
 JU0444.The orthometric height was determined by differential leveling
 JU0444.and adjusted by the National Geodetic Survey in March 2001..
 JU0444.No vertical observational check was made to the station.
 JU0444
 JU0444.The geoid height was determined by GEOID03.
 JU0444
 JU0444.The dynamic height is computed by dividing the NAVD 88
 JU0444.geopotential number by the normal gravity value computed on the
 JU0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0444.degrees latitude (g = 980.6199 gals.).
 JU0444
 JU0444.The modeled gravity was interpolated from observed gravity values.
 JU0444
 JU0444;                    North         East    Units  Estimated Accuracy
 JU0444;SPC NJ       -    25,320.      126,390.      MT  (+/- 180 meters Scaled)
 JU0444
 JU0444                          SUPERSEDED SURVEY CONTROL
 JU0444
 JU0444  NAVD 88 (06/15/91)    0.889  (m)            2.92   (f) UNKNOWN     2 0
 JU0444  NGVD 29 (04/16/92)    1.289  (m)            4.23   (f) ADJUSTED    2 0
 JU0444
 JU0444.Superseded values are not recommended for survey control.
 JU0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0444.See file dsdata.txt to determine how the superseded data were derived.
 JU0444
 JU0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ196235(NAD 83)
 JU0444_MARKER: DR = REFERENCE MARK DISK
 JU0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0444_STAMPING: CHANNEL NO 1 1932
 JU0444_MARK LOGO: CGS   
 JU0444_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0444+STABILITY: SURFACE MOTION
 JU0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0444+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1997
 JU0444
 JU0444  HISTORY     - Date     Condition        Report By
 JU0444  HISTORY     - 1932     MONUMENTED       CGS
 JU0444  HISTORY     - 1961     GOOD             CGS
 JU0444  HISTORY     - 19970728 GOOD             NJGS
 JU0444
 JU0444                          STATION DESCRIPTION
 JU0444
 JU0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0444'1 MI NW FROM STONE HARBOR.
 JU0444'0.95 MILE NORTHWEST ON 96TH STREET AND STONE HARBOR BOULEVARD
 JU0444'FROM THE POST OFFICE IN STONE HARBOR THENCE 0.55 MILE NORTHWEST
 JU0444'OF THE CENTER OF THE DRAW BRIDGE OVER GREAT CHANNEL.  25.4 FEET
 JU0444'SOUTHWEST OF THE CENTER LINE OF STONE HARBOR BOULEVARD, 12 FEET
 JU0444'EAST OF CABLE LINE POLE NO. 123 AND ABOUT 3 FEET BELOW THE LEVEL
 JU0444'OF THE ROAD.  SET IN THE TOP OF A CONCRETE POST 2 FEET BELOW THE
 JU0444'SURFACE OF THE GROUND.  A STEEL DRUM HAS BEEN PLACED AROUND THE
 JU0444'MARK.
 JU0444
 JU0444                          STATION RECOVERY (1997)
 JU0444
 JU0444'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (FAC)
 JU0444'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE STATION IS NOW
 JU0444'APPROXIMATELY 48 INCHES BELOW THE LEVEL OF THE ROAD.  THE STEEL DRUM
 JU0444'STILL SURROUNDS THE MARK, BUT IS HEAVILY RUSTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0443 ***********************************************************************
 JU0443  DESIGNATION -  CHANNEL RM 2
 JU0443  PID         -  JU0443
 JU0443  STATE/COUNTY-  NJ/CAPE MAY
 JU0443  USGS QUAD   -  STONE HARBOR (1972)
 JU0443
 JU0443                         *CURRENT SURVEY CONTROL
 JU0443  ___________________________________________________________________
 JU0443* NAD 83(1986)-  39 03 40.     (N)    074 46 22.     (W)     SCALED    
 JU0443* NAVD 88     -         0.557  (meters)       1.83   (feet)  ADJUSTED  
 JU0443  ___________________________________________________________________
 JU0443  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 JU0443  DYNAMIC HT  -           0.557 (meters)       1.83  (feet)  COMP
 JU0443  MODELED GRAV-     980,061.2   (mgal)                       NAVD 88
 JU0443
 JU0443  VERT ORDER  -  FIRST     CLASS II
 JU0443
 JU0443.The horizontal coordinates were scaled from a topographic map and have
 JU0443.an estimated accuracy of +/- 6 seconds.
 JU0443
 JU0443.The orthometric height was determined by differential leveling
 JU0443.and adjusted by the National Geodetic Survey in March 2001..
 JU0443.No vertical observational check was made to the station.
 JU0443
 JU0443.The geoid height was determined by GEOID03.
 JU0443
 JU0443.The dynamic height is computed by dividing the NAVD 88
 JU0443.geopotential number by the normal gravity value computed on the
 JU0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0443.degrees latitude (g = 980.6199 gals.).
 JU0443
 JU0443.The modeled gravity was interpolated from observed gravity values.
 JU0443
 JU0443;                    North         East    Units  Estimated Accuracy
 JU0443;SPC NJ       -    25,320.      126,390.      MT  (+/- 180 meters Scaled)
 JU0443
 JU0443                          SUPERSEDED SURVEY CONTROL
 JU0443
 JU0443  NAVD 88 (06/15/91)    0.689  (m)            2.26   (f) UNKNOWN     2 0
 JU0443  NGVD 29 (04/16/92)    1.089  (m)            3.57   (f) ADJUSTED    2 0
 JU0443
 JU0443.Superseded values are not recommended for survey control.
 JU0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0443.See file dsdata.txt to determine how the superseded data were derived.
 JU0443
 JU0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ196235(NAD 83)
 JU0443_MARKER: DR = REFERENCE MARK DISK
 JU0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0443_STAMPING: CHANNEL NO 2 1932
 JU0443_MARK LOGO: CGS   
 JU0443_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0443+STABILITY: SURFACE MOTION
 JU0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0443+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1997
 JU0443
 JU0443  HISTORY     - Date     Condition        Report By
 JU0443  HISTORY     - 1932     MONUMENTED       CGS
 JU0443  HISTORY     - 1961     GOOD             CGS
 JU0443  HISTORY     - 19970728 GOOD             NJGS
 JU0443
 JU0443                          STATION DESCRIPTION
 JU0443
 JU0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0443'1 MI NW FROM STONE HARBOR.
 JU0443'0.95 MILE NORTHWEST ON STONE HARBOR BOULEVARD FROM THE POST
 JU0443'OFFICE IN STONE HARBOR THENCE 0.55 MILE NORTHWEST OF THE CENTER
 JU0443'OF THE DRAW BRIDGE OVER GREAT CHANNEL.  29.7 FEET SOUTHWEST OF
 JU0443'THE CENTER LINE OF STONE HARBOR BOULEVARD, 7.5 FEET EAST OF A
 JU0443'CABLE LINE POLE NO. 122.  SET IN THE TOP OF A CONCRETE POST, A
 JU0443'STEEL DRUM HAS BEEN PLACED AROUND THE MARK AND IT IS 2 INCHES
 JU0443'UNDER GROUND AT THE PRESENT TIME.
 JU0443
 JU0443                          STATION RECOVERY (1997)
 JU0443
 JU0443'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU0443'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE STATION IS NOW
 JU0443'APPROXIMATELY 42 INCHES BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8986 ***********************************************************************
 AH8986  DESIGNATION -  CHANNEL RM 4
 AH8986  PID         -  AH8986
 AH8986  STATE/COUNTY-  NJ/CAPE MAY
 AH8986  USGS QUAD   -  STONE HARBOR (1972)
 AH8986
 AH8986                         *CURRENT SURVEY CONTROL
 AH8986  ___________________________________________________________________
 AH8986* NAD 83(1986)-  39 03 41.     (N)    074 46 22.     (W)     SCALED    
 AH8986* NAVD 88     -         1.709  (meters)       5.61   (feet)  ADJUSTED  
 AH8986  ___________________________________________________________________
 AH8986  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 AH8986  DYNAMIC HT  -           1.708 (meters)       5.60  (feet)  COMP
 AH8986  MODELED GRAV-     980,061.2   (mgal)                       NAVD 88
 AH8986
 AH8986  VERT ORDER  -  FIRST     CLASS II
 AH8986
 AH8986.The horizontal coordinates were scaled from a topographic map and have
 AH8986.an estimated accuracy of +/- 6 seconds.
 AH8986
 AH8986.The orthometric height was determined by differential leveling
 AH8986.and adjusted by the National Geodetic Survey in March 2001..
 AH8986
 AH8986.The geoid height was determined by GEOID03.
 AH8986
 AH8986.The dynamic height is computed by dividing the NAVD 88
 AH8986.geopotential number by the normal gravity value computed on the
 AH8986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8986.degrees latitude (g = 980.6199 gals.).
 AH8986
 AH8986.The modeled gravity was interpolated from observed gravity values.
 AH8986
 AH8986;                    North         East    Units  Estimated Accuracy
 AH8986;SPC NJ       -    25,350.      126,390.      MT  (+/- 180 meters Scaled)
 AH8986
 AH8986                          SUPERSEDED SURVEY CONTROL
 AH8986
 AH8986.No superseded survey control is available for this station.
 AH8986
 AH8986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ196236(NAD 83)
 AH8986_MARKER: DR = REFERENCE MARK DISK
 AH8986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8986_STAMPING: CHANNEL NO 4 1932 1973
 AH8986_MARK LOGO: NGS   
 AH8986_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8986+STABILITY: SURFACE MOTION
 AH8986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8986+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1997
 AH8986
 AH8986  HISTORY     - Date     Condition        Report By
 AH8986  HISTORY     - 1973     MONUMENTED       NGS
 AH8986  HISTORY     - 19970728 GOOD             NJGS
 AH8986
 AH8986                          STATION DESCRIPTION
 AH8986
 AH8986'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH8986'THE STATION IS LOCATED IN MIDDLE TOWNSHIP ON THE NORTH SIDE OF COUNTY
 AH8986'ROAD 657, STONE HARBOR BOULEVARD.  TO REACH THE STATION FROM THE
 AH8986'INTERSECTION OF COUNTY ROAD 657 AND THE GARDEN STATE PARKWAY AT
 AH8986'INTERCHANGE 10B, GO EAST ON STONE HARBOR BOULEVARD FOR 2.75 MI (4.43
 AH8986'KM) TO THE STATION ON THE LEFT.  THE STATION IS 11.4 M (37.4 FT)
 AH8986'NOPRTHWEST FROM POLE NUMBER W 9079, 5.7 M (18.7 FT) NORTHEAST FROM THE
 AH8986'NORTHEAST EDGE OF PAVING OF COUNTY ROAD 657, 12.1 M (39.7 FT)
 AH8986'NORTHEAST FROM THE CENTERLINE OF COUNTY ROAD 657, 42.3 M (138.8 FT)
 AH8986'SOUTHEAST FROM POLE NUMBER W 9078 AND 48.0 M (157.5 FT) NORTHWEST FROM
 AH8986'THE CENTERLINE OF THE WEST DRIVEWAY LEADING TO THE WETLANDS INSTITUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4989 ***********************************************************************
 KV4989  DESIGNATION -  CHAPEL HILL ATT MICRO TOWER
 KV4989  PID         -  KV4989
 KV4989  STATE/COUNTY-  NJ/MONMOUTH
 KV4989  USGS QUAD   -  SANDY HOOK (1981)
 KV4989
 KV4989                         *CURRENT SURVEY CONTROL
 KV4989  ___________________________________________________________________
 KV4989* NAD 83(1996)-  40 24 11.44202(N)    074 02 37.55844(W)     ADJUSTED  
 KV4989* NAVD 88     -                                                        
 KV4989  ___________________________________________________________________
 KV4989  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 KV4989  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV4989
 KV4989  HORZ ORDER  -  THIRD
 KV4989
 KV4989.The horizontal coordinates were established by classical geodetic methods
 KV4989.and adjusted by the National Geodetic Survey in September 1999..
 KV4989
 KV4989
 KV4989.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4989
 KV4989.The geoid height was determined by GEOID03.
 KV4989
 KV4989;                    North         East     Units Scale Factor Converg.
 KV4989;SPC NJ       -   174,378.189   188,725.654   MT  0.99991845   +0 17 44.6
 KV4989;SPC NJ       -   572,105.78    619,177.42   sFT  0.99991845   +0 17 44.6
 KV4989;UTM  18      - 4,472,946.532   581,142.357   MT  0.99968105   +0 37 11.4
 KV4989
 KV4989                          SUPERSEDED SURVEY CONTROL
 KV4989
 KV4989  NAD 83(1986)-  40 24 11.44218(N)    074 02 37.55671(W) AD(       ) 4
 KV4989  NAD 27      -  40 24 11.08889(N)    074 02 39.04106(W) AD(       ) 3
 KV4989
 KV4989.Superseded values are not recommended for survey control.
 KV4989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4989.See file dsdata.txt to determine how the superseded data were derived.
 KV4989
 KV4989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8114272947(NAD 83)
 KV4989_MARKER: 45 = MICROWAVE TOWER
 KV4989
 KV4989  HISTORY     - Date     Condition        Report By
 KV4989  HISTORY     - 1957     FIRST OBSERVED   CGS
 KV4989  HISTORY     - 19950717 GOOD             USPSQD
 KV4989  HISTORY     - 19970905 GOOD             USPSQD
 KV4989
 KV4989                          STATION DESCRIPTION
 KV4989
 KV4989'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (HEF)
 KV4989'THE STATION IS LOCATED ABOUT 2-1/2 MI. W OF HIGHLANDS AND 1
 KV4989'MI. S OF ATLANTIC HIGHLANDS NEAR THE S LIMITS OF THE VILLAGE
 KV4989'OF LEONARDVILLE, ON THE N SLOPE OF CHAPEL HILL.
 KV4989'
 KV4989'THE STATION IS A FOUR-LEGGED STEEL STRUCTURE 350 FT. IN HEIGHT.
 KV4989'
 KV4989'THE POINT OBSERVED WAS THE TOP, CENTER.
 KV4989
 KV4989                          STATION RECOVERY (1995)
 KV4989
 KV4989'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4989'RECOVERED IN GOOD CONDITION.
 KV4989
 KV4989                          STATION RECOVERY (1997)
 KV4989
 KV4989'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV4989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4952 ***********************************************************************
 KV4952  DESIGNATION -  CHAPEL HILL LIGHTHOUSE
 KV4952  PID         -  KV4952
 KV4952  STATE/COUNTY-  NJ/MONMOUTH
 KV4952  USGS QUAD   -  SANDY HOOK (1981)
 KV4952
 KV4952                         *CURRENT SURVEY CONTROL
 KV4952  ___________________________________________________________________
 KV4952* NAD 83(1996)-  40 23 53.67997(N)    074 03 31.53970(W)     ADJUSTED  
 KV4952* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4952  ___________________________________________________________________
 KV4952  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 KV4952  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KV4952
 KV4952  HORZ ORDER  -  THIRD
 KV4952
 KV4952.The horizontal coordinates were established by classical geodetic methods
 KV4952.and adjusted by the National Geodetic Survey in September 1999..
 KV4952
 KV4952.The orthometric height was scaled from a topographic map.
 KV4952
 KV4952.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4952
 KV4952.The geoid height was determined by GEOID03.
 KV4952
 KV4952;                    North         East     Units Scale Factor Converg.
 KV4952;SPC NJ       -   173,823.908   187,455.609   MT  0.99991726   +0 17 09.5
 KV4952;SPC NJ       -   570,287.27    615,010.61   sFT  0.99991726   +0 17 09.5
 KV4952;UTM  18      - 4,472,385.210   579,875.768   MT  0.99967853   +0 36 36.2
 KV4952
 KV4952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4952!SPC NJ       -   1.00000467  x   0.99991726  =   0.99992193
 KV4952!UTM  18      -   1.00000467  x   0.99967853  =   0.99968319
 KV4952
 KV4952:                Primary Azimuth Mark                     Grid Az
 KV4952:SPC NJ       -  ATLANTIC HIGHLANDS TANK                  064 52 06.5
 KV4952:UTM  18      -  ATLANTIC HIGHLANDS TANK                  064 32 39.8
 KV4952
 KV4952|---------------------------------------------------------------------|
 KV4952| PID    Reference Object                     Distance      Geod. Az  |
 KV4952|                                                           dddmmss.s |
 KV4952| KV4949 ATLANTIC HIGHLANDS TANK             APPROX. 3.0 KM 0650916.0 |
 KV4952| KV5102 KEANSBURG OLD TANK                  APPROX. 7.7 KM 3123303.0 |
 KV4952| KV4942 IDEAL BEACH TANK                    APPROX. 6.6 KM 3161847.2 |
 KV4952| KV4981 SHOAL HARBOR SMITH FERTIL TANK      APPROX. 4.7 KM 3325009.9 |
 KV4952|---------------------------------------------------------------------|
 KV4952
 KV4952                          SUPERSEDED SURVEY CONTROL
 KV4952
 KV4952  NAD 83(1986)-  40 23 53.68065(N)    074 03 31.53878(W) AD(       ) 3
 KV4952  NAD 27      -  40 23 53.29200(N)    074 03 33.03700(W) AD(       ) 3
 KV4952
 KV4952.Superseded values are not recommended for survey control.
 KV4952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4952.See file dsdata.txt to determine how the superseded data were derived.
 KV4952
 KV4952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7987672385(NAD 83)
 KV4952_MARKER: 13 = LIGHTHOUSE
 KV4952
 KV4952  HISTORY     - Date     Condition        Report By
 KV4952  HISTORY     - 1899     FIRST OBSERVED   CGS
 KV4952  HISTORY     - 1926     GOOD             CGS
 KV4952  HISTORY     - 1930     GOOD             CGS
 KV4952  HISTORY     - 1934     GOOD             CGS
 KV4952  HISTORY     - 19950807 MARK NOT FOUND   USPSQD
 KV4952  HISTORY     - 19970905 MARK NOT FOUND   USPSQD
 KV4952
 KV4952                          STATION DESCRIPTION
 KV4952
 KV4952'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (RFS)
 KV4952'RECOVERED.  THE LIGHTHOUSE WAS OCCUPIED ECCENTRICALLY WITH AN
 KV4952'INSTRUMENT PLATFORM ON THE RAILING.  THE ECCENTRIC SET-UP WAS
 KV4952'NOT MARKED.
 KV4952
 KV4952                          STATION RECOVERY (1930)
 KV4952
 KV4952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4952'RECOVERED, IN GOOD CONDITION, NO DESCRIPTION AVAILABLE.
 KV4952'
 KV4952'THE LIGHTHOUSE ACTING AS REAR RANGE (WITH CONOVER BEACON) FOR A
 KV4952'LOWER BAY CHANNEL.  IT IS NEAR THE CREST OF THE HIGH RIDGE SW
 KV4952'OF ATLANTIC HIGHLANDS, JUST E OF A PROMINENT HILLTOP TANK.  THE
 KV4952'LIGHT CUPOLA IS CENTRALLY PLACED ATOP THE KEEPERS DWELLING (A
 KV4952'RECTANGULAR WHITE, WOODEN HOUSE, 5.9 BY 11.7 METERS, WITH A
 KV4952'SMALL SHED EXTENSION ON ITS E END.)
 KV4952'
 KV4952'THE STATION IS THE APEX (APPROXIMATELY 50 FEET HIGH) OF THE
 KV4952'LIGHT CUPOLAS PYRAMIDAL, RED ROOF.
 KV4952'
 KV4952'THE STATION IS 17.5 METERS SOUTHWARD OF THE CENTER LINE OF THE
 KV4952'DIRT DRIVEWAY TO THE LIGHT.
 KV4952
 KV4952                          STATION RECOVERY (1934)
 KV4952
 KV4952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV4952'RECOVERED.  ORIGINAL DESCRIPTION ADEQUATE AND CORRECT.
 KV4952
 KV4952                          STATION RECOVERY (1995)
 KV4952
 KV4952'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4952'MARK NOT FOUND.
 KV4952
 KV4952                          STATION RECOVERY (1997)
 KV4952
 KV4952'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV4952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6480 ***********************************************************************
 KV6480  DESIGNATION -  CHAPEL HILL S CHAN RNG F LT
 KV6480  PID         -  KV6480
 KV6480  STATE/COUNTY-  NJ/MONMOUTH
 KV6480  USGS QUAD   -  SANDY HOOK (1981)
 KV6480
 KV6480                         *CURRENT SURVEY CONTROL
 KV6480  ___________________________________________________________________
 KV6480* NAD 83(1996)-  40 25 16.73379(N)    074 03 20.19393(W)     ADJUSTED  
 KV6480* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 KV6480  ___________________________________________________________________
 KV6480  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 KV6480  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV6480
 KV6480  HORZ ORDER  -  THIRD
 KV6480
 KV6480.The horizontal coordinates were established by classical geodetic methods
 KV6480.and adjusted by the National Geodetic Survey in September 1999..
 KV6480
 KV6480.The orthometric height was scaled from a topographic map.
 KV6480
 KV6480.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6480
 KV6480.The geoid height was determined by GEOID03.
 KV6480
 KV6480;                    North         East     Units Scale Factor Converg.
 KV6480;SPC NJ       -   176,386.811   187,710.261   MT  0.99991750   +0 17 17.3
 KV6480;SPC NJ       -   578,695.73    615,846.08   sFT  0.99991750   +0 17 17.3
 KV6480;UTM  18      - 4,474,948.901   580,115.860   MT  0.99967901   +0 36 44.6
 KV6480
 KV6480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6480!SPC NJ       -   1.00000319  x   0.99991750  =   0.99992069
 KV6480!UTM  18      -   1.00000319  x   0.99967901  =   0.99968220
 KV6480
 KV6480                          SUPERSEDED SURVEY CONTROL
 KV6480
 KV6480  NAD 83(1996)-  40 25 16.73285(N)    074 03 20.19294(W) AD(       ) 4
 KV6480  NAD 83(1986)-  40 25 16.73241(N)    074 03 20.19263(W) AD(       ) 4
 KV6480
 KV6480.Superseded values are not recommended for survey control.
 KV6480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6480.See file dsdata.txt to determine how the superseded data were derived.
 KV6480
 KV6480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8011674949(NAD 83)
 KV6480_MARKER: 14 = NAVIGATION LIGHT
 KV6480
 KV6480  HISTORY     - Date     Condition        Report By
 KV6480  HISTORY     - 1985     FIRST OBSERVED   B+OINC
 KV6480  HISTORY     - 19920728 MARK NOT FOUND   USPSQD
 KV6480
 KV6480                          STATION DESCRIPTION
 KV6480
 KV6480'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6480'PUBLISHED IN COAST GUARD LIGHT LIST AS LIGHT NO 1636.
 KV6480'
 KV6480'STATION IS LOCATED ON SHORE ON THE SOUTH SIDE OF SANDY HOOK BAY IN THE
 KV6480'SMALL TOWN OF LEONARDO AND AT THE NORTH END OF LEONARDO AVE ON THE
 KV6480'BEACH.  STATION IS SUPPORTED BY AN ENCLOSED LIGHTHOUSE TYPE TOWER
 KV6480'ABOUT 35 FEET HIGH WITH RED AND WHITE BANDS.  THE DIRECTIONAL LIGHT
 KV6480'IS VISIBLE ON RANGE LINE ONLY.
 KV6480
 KV6480                          STATION RECOVERY (1992)
 KV6480
 KV6480'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV6480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6481 ***********************************************************************
 KV6481  DESIGNATION -  CHAPEL HILL S CHAN RNG R LT
 KV6481  PID         -  KV6481
 KV6481  STATE/COUNTY-  NJ/MONMOUTH
 KV6481  USGS QUAD   -  SANDY HOOK (1981)
 KV6481
 KV6481                         *CURRENT SURVEY CONTROL
 KV6481  ___________________________________________________________________
 KV6481* NAD 83(1996)-  40 23 55.51690(N)    074 03 31.26897(W)     ADJUSTED  
 KV6481* NAVD 88     -        57.     (meters)     187.     (feet)  SCALED    
 KV6481  ___________________________________________________________________
 KV6481  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 KV6481  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KV6481
 KV6481  HORZ ORDER  -  THIRD
 KV6481
 KV6481.The horizontal coordinates were established by classical geodetic methods
 KV6481.and adjusted by the National Geodetic Survey in September 1999..
 KV6481
 KV6481.The orthometric height was scaled from a topographic map.
 KV6481
 KV6481.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6481
 KV6481.The geoid height was determined by GEOID03.
 KV6481
 KV6481;                    North         East     Units Scale Factor Converg.
 KV6481;SPC NJ       -   173,880.595   187,461.710   MT  0.99991727   +0 17 09.7
 KV6481;SPC NJ       -   570,473.25    615,030.63   sFT  0.99991727   +0 17 09.7
 KV6481;UTM  18      - 4,472,441.916   579,881.547   MT  0.99967855   +0 36 36.4
 KV6481
 KV6481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6481!SPC NJ       -   0.99999620  x   0.99991727  =   0.99991347
 KV6481!UTM  18      -   0.99999620  x   0.99967855  =   0.99967475
 KV6481
 KV6481                          SUPERSEDED SURVEY CONTROL
 KV6481
 KV6481  NAD 83(1986)-  40 23 55.51542(N)    074 03 31.26728(W) AD(       ) 4
 KV6481
 KV6481.Superseded values are not recommended for survey control.
 KV6481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6481.See file dsdata.txt to determine how the superseded data were derived.
 KV6481
 KV6481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7988272442(NAD 83)
 KV6481_MARKER: 14 = NAVIGATION LIGHT
 KV6481
 KV6481  HISTORY     - Date     Condition        Report By
 KV6481  HISTORY     - 1985     FIRST OBSERVED   B+OINC
 KV6481  HISTORY     - 19920728 GOOD             USPSQD
 KV6481
 KV6481                          STATION DESCRIPTION
 KV6481
 KV6481'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6481'PUBLISHED IN COAST GUARD LIGHT LIST AS LIGHT NO. 1637.
 KV6481'
 KV6481'STATION IS LOCATED ON THE SOUTH SHORE OF SANDY HOOK BAY, 1.5 MILES
 KV6481'SOUTH OF THE SHORE, NEAR THE TOP OF A RIDGE IN MIDDLETOWN, NEW
 KV6481'JERSEY AND ABOUT 300 YARDS NORTH OF THE OLD CHAPEL HILL LIGHT.
 KV6481'STATION IS THE CENTER OF THE DIRECTIONAL LIGHT THAT IS MOUNTED
 KV6481'ON THE TOP CENTER OF A 40-FOOT TALL SKELETON TOWER THAT IS PAINTED
 KV6481'RED AND WHITE IN COLOR.
 KV6481'
 KV6481'THE TOWER IS ENCLOSED BY A 10-FOOT CHAIN LINK FENCE AND YOU MUST HAVE
 KV6481'A KEY TO GAIN ENTRANCE.
 KV6481
 KV6481                          STATION RECOVERY (1992)
 KV6481
 KV6481'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV6481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5794 ***********************************************************************
 KV5794  DESIGNATION -  CHAPIN RESET
 KV5794  PID         -  KV5794
 KV5794  STATE/COUNTY-  NJ/SOMERSET
 KV5794  USGS QUAD   -  BERNARDSVILLE (1981)
 KV5794
 KV5794                         *CURRENT SURVEY CONTROL
 KV5794  ___________________________________________________________________
 KV5794* NAD 83(1996)-  40 44 33.88219(N)    074 35 52.18775(W)     ADJUSTED  
 KV5794* NAVD 88     -       252.9    (meters)     830.     (feet)  GPS OBS   
 KV5794  ___________________________________________________________________
 KV5794  X           -   1,285,322.729 (meters)                     COMP
 KV5794  Y           -  -4,665,644.514 (meters)                     COMP
 KV5794  Z           -   4,140,963.737 (meters)                     COMP
 KV5794  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 KV5794  ELLIP HEIGHT-         219.84  (meters)          (10/23/02) GPS OBS
 KV5794  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KV5794
 KV5794  HORZ ORDER  -  FIRST
 KV5794  ELLP ORDER  -  FOURTH    CLASS I
 KV5794
 KV5794.The horizontal coordinates were established by classical geodetic methods
 KV5794.and adjusted by the National Geodetic Survey in May 1999..
 KV5794
 KV5794.The orthometric height was determined by GPS observations and a
 KV5794.high-resolution geoid model.
 KV5794
 KV5794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5794
 KV5794.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5794
 KV5794.The ellipsoidal height was determined by GPS observations
 KV5794.and is referenced to NAD 83.
 KV5794
 KV5794.The geoid height was determined by GEOID03.
 KV5794
 KV5794;                    North         East     Units Scale Factor Converg.
 KV5794;SPC NJ       -   211,986.497   141,737.967   MT  0.99990084   -0 03 49.9
 KV5794;SPC NJ       -   695,492.37    465,018.65   sFT  0.99990084   -0 03 49.9
 KV5794;UTM  18      - 4,510,277.737   533,954.326   MT  0.99961419   +0 15 44.9
 KV5794
 KV5794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5794!SPC NJ       -   0.99996552  x   0.99990084  =   0.99986636
 KV5794!UTM  18      -   0.99996552  x   0.99961419  =   0.99957972
 KV5794
 KV5794:                Primary Azimuth Mark                     Grid Az
 KV5794:SPC NJ       -  MON 2374                                 005 09 25.7
 KV5794:UTM  18      -  MON 2374                                 004 49 50.9
 KV5794
 KV5794|---------------------------------------------------------------------|
 KV5794| PID    Reference Object                     Distance      Geod. Az  |
 KV5794|                                                           dddmmss.s |
 KV5794| CB5349 MON 2374                                           0050535.8 |
 KV5794| KV5793 RED LIGHT ON TOP WATER TANK         APPROX. 2.1 KM 1994716.4 |
 KV5794| CB5767 CHAPIN RM 1                          25.543 METERS 21524     |
 KV5794| CB5766 CHAPIN AZ MK                                       2762208.3 |
 KV5794| CB5768 CHAPIN RM 2                          23.165 METERS 33248     |
 KV5794|---------------------------------------------------------------------|
 KV5794
 KV5794                          SUPERSEDED SURVEY CONTROL
 KV5794
 KV5794  ELLIP H (05/14/99)  219.86   (m)                       GP(       ) 4 1
 KV5794  NAD 83(1986)-  40 44 33.88062(N)    074 35 52.18871(W) AD(       ) 1
 KV5794  NAD 27      -  40 44 33.51900(N)    074 35 53.61800(W) AD(       ) 1
 KV5794  NGVD 29 (10/04/91)  253.2    (m)          831.     (f) GPS OBS        
 KV5794
 KV5794.Superseded values are not recommended for survey control.
 KV5794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5794.See file dsdata.txt to determine how the superseded data were derived.
 KV5794
 KV5794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3395410278(NAD 83)
 KV5794_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV5794_STAMPING: CHAPIN 1935 1972
 KV5794_MARK LOGO: NGS   
 KV5794_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5794+STABILITY: SURFACE MOTION
 KV5794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5794+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1992
 KV5794
 KV5794  HISTORY     - Date     Condition        Report By
 KV5794  HISTORY     - 1935     MONUMENTED       CGS
 KV5794  HISTORY     - 1936     GOOD             CGS
 KV5794  HISTORY     - 1963     SEE DESCRIPTION  CGS
 KV5794  HISTORY     - 1972     SEE DESCRIPTION  NGS
 KV5794  HISTORY     - 1972     GOOD             NGS
 KV5794  HISTORY     - 1983     GOOD             USPSQD
 KV5794  HISTORY     - 19891110 GOOD             NJGS
 KV5794  HISTORY     - 19900205 GOOD
 KV5794  HISTORY     - 19921030 GOOD             NJGS
 KV5794
 KV5794                          STATION DESCRIPTION
 KV5794
 KV5794'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5794'THE STATION IS ON THE PROPERTY OF MRS. C. M. CHAPIN, 2-1/2
 KV5794'MILES NW OF BERNARDSVILLE, 6 PACES NW OF CENTER LINE OF ROAD,
 KV5794'12 PACES S OF HEDGE ROW, 11 PACES NW OF 10-INCH TREE WITH
 KV5794'TRIANGULAR BLAZE.  MARK IS FLUSH WITH THE GROUND.
 KV5794'
 KV5794'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KV5794'ARE BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A
 KV5794'AND 11A.
 KV5794'
 KV5794'REFERENCE MARK NO.1 IS 3 PACES W OF CENTER LINE OF ROAD.  MARK
 KV5794'PROJECTS 2 INCHES.
 KV5794'
 KV5794'REFERENCE MARK NO.2 IS 8 PACES SE OF TWIN WALNUT TREES, IN
 KV5794'S EDGE OF HEDGE ROW.  MARK PROJECTS 2 INCHES.
 KV5794'
 KV5794'AZIMUTH MARK IS 5 PACES N OF CENTER LINE OF ROAD, 6 PACES W
 KV5794'OF 12-INCH TREE, 6 PACES E OF 12-INCH TREE AND IN LINE OF
 KV5794'TREES.  MARK PROJECTS 2 INCHES.
 KV5794'
 KV5794'STATE SURVEY MONUMENT NO.2343 IS IN THE TOWNSHIP OF MENDHAM,
 KV5794'IN MORRIS COUNTY, 0.26 MILE E OF MOUNTAIN AVENUE, ON N SIDE OF
 KV5794'MAIN STREET (ROUTE 24) BETWEEN CURB AND SIDEWALK, AND NEAR SE
 KV5794'CORNER OF WIRE AND PIPE FENCE, 20.29 FEET E OF A CROSS CUT IN
 KV5794'N CURB OF MAIN STREET, 2.57 FEET N OF A CROSS CUT IN N CURB OF
 KV5794'MAIN STREET, AND 2.28 FEET S OF A CROSS CUT IN SW CURB OF MAIN
 KV5794'STREET.
 KV5794'
 KV5794'STATE SURVEY MONUMENT NO.2344 IS IN MENDHAM, 0.9 MILE E OF
 KV5794'MOUNTAIN AVENUE ON N SIDE OF ROUTE 24.  MARK SET IN THE ISLAND
 KV5794'FORMED BY THE INTERSECTION OF DIRT ROAD LEADING TO BROOKSIDE AND
 KV5794'ROUTE 24, 59.52 FEET N OF NAIL IN POLE ON S SIDE OF ROUTE 24,
 KV5794'74.21 FEET SW OF STAKE ON N SIDE OF DIRT ROAD DIRECTLY ACROSS
 KV5794'ROAD FROM SMALL ELM TREE.
 KV5794'
 KV5794'TO REACH STATION CHAPIN FROM THE TRAFFIC LIGHT ON TOP OF THE
 KV5794'HILL IN MENDHAM GO SOUTHERLY ON ROAD TO BERNARDSVILLE FOR 0.2
 KV5794'MILE TO Y OPPOSITE WHITE CHURCH, BEAR RIGHT AND FOLLOW MAIN
 KV5794'PAVED ROAD FOR 1.5 MILES TO T ROAD AT STONE GATEPOST SIGN
 KV5794'HALBROCK, TURN RIGHT AND GO 1.1 MILES TO T AT SIGN BERNARDSVILLE,
 KV5794'TURN LEFT AND GO 0.25 MILE TO CROSS ROAD WHERE MAIN ROAD TURNS
 KV5794'RIGHT, THEN CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD TO TOP OF
 KV5794'RISE AND STATION SITE.
 KV5794'
 KV5794'NO PROMINENT NATURAL OBJECT VISIBLE FROM GROUND.
 KV5794'
 KV5794'A 50-FOOT TOWER WILL CLEAR THE TWO STATE SURVEY MARKS.
 KV5794'
 KV5794'A 116-FOOT TOWER WILL CLEAR ALL LINES OBSERVED FROM THE TOWER.
 KV5794
 KV5794                          STATION RECOVERY (1936)
 KV5794
 KV5794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JPL)
 KV5794'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 KV5794'ADEQUATE.
 KV5794'
 KV5794'NOTE--THE DISTANCES MEASURED BY SECOND-ORDER TRAVERSE METHODS.
 KV5794
 KV5794                          STATION RECOVERY (1963)
 KV5794
 KV5794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (TAH)
 KV5794'STATION TIPPED TO ABOUT 45 DEG ANGLE.  BRONZE DISC DEEPLY
 KV5794'SCARRED.  STATION IS NOW 82.75 FT FROM RM 1.
 KV5794'
 KV5794'PROPERTY IS NOW OWNED BY MR. GEORGE LEE.
 KV5794
 KV5794                          STATION RECOVERY (1972)
 KV5794
 KV5794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KV5794'THE STATION SURFACE DISK WAS FOUND DESTROYED.  AFTER A SEARCH
 KV5794'WAS MADE THE SUB-SURFACE DISK WAS FOUND.  BOTH REFERENCE MARKS
 KV5794'WERE RECOVERED.  REFERENCE MARK 1 HAS BEEN HIT ON THE WEST SIDE
 KV5794'AND CHIPPED A LITTLE HOWEVER IT IS NOW SOLID AND IN GOOD
 KV5794'CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK 2 APPEARED TO
 KV5794'HAVE BEEN ON DISTURBED.  A DIFFERENCE OF 0.36 FOOT OR 0.008
 KV5794'METER IN DISTANCE WAS FOUND TO REFERENCE MARK NUMBER 1.  THERE
 KV5794'APPEARED TO BE A ERROR IN TYPING THE 1935 DISTANCES.  THE
 KV5794'DIRECTION TO REFERENCE MARK 1 ALSO WAS FOUND TO BE 2 MINUTES
 KV5794'AND 23 SECONDS IN ERROR.  A NEW STATION SURFACE DISK WAS SET
 KV5794'OVER THE ORIGINAL SUB-SURFACE DISK WHICH IS 36 INCHES BELOW
 KV5794'THE SURFACE.
 KV5794'
 KV5794'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 KV5794'
 KV5794'THE STATION IS LOCATED IN A GRASSY YARD ABOUT 2-1/2 MILES SOUTH
 KV5794'OF THE VILLAGE OF MENDHAM AND ABOUT 1/4 MILE SOUTHWEST OF
 KV5794'MR. ROBERT O. MEYER RESIDENCE.  THE PROPERTY IS OWNED BY MR. MEYER
 KV5794'
 KV5794'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 34
 KV5794'AND COUNTY ROAD 525 AT THE STOP LIGHT AT MAIN STREET AND HILLTOP
 KV5794'ROAD IN MENDHAM, GO SOUTHERLY ON HILLTOP ROAD FOR 0.2 MILE TO A
 KV5794'FORK.  KEEP RIGHT AND CONTINUE SOUTHERLY ON COUNTY ROAD 525 FOR
 KV5794'1.25 MILE TO A FORK.  KEEP LEFT AND CONTINUE SOUTH ON COUNTY
 KV5794'ROAD 525 FOR 0.25 MILE TO A SIDE ROAD RIGHT AT TWO LARGE STONE
 KV5794'PILLARS.  TURN RIGHT AND GO SOUTHWEST ON DRYDEN ROAD FOR 1.1
 KV5794'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHEAST AND
 KV5794'NORTHEAST OF TURNBULL LANE FOR 0.3 MILE TO A CROSSROAD.  (THE
 KV5794'AZIMUTH MARK IS LOCATED 0.2 MILE NORTHWEST OF THIS POINT ON THE
 KV5794'NORTHEAST SIDE OF THE ROAD IN A ROW OF TREES.) CONTINUE
 KV5794'NORTHEAST OF THE PAVED ROAD FOR 0.2 MILE TO THE STATION ON THE
 KV5794'LEFT.
 KV5794'
 KV5794'THE STATION SURFACE DISK IS STAMPED CHAPIN 1935 1972, SET IN
 KV5794'THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 KV5794'THE SURFACE.  IT IS 55 FEET SOUTH OF A LONE TREE AND 18 FEET
 KV5794'NORTHWEST OF THE CENTER OF THE ROAD.  THE SUB-SURFACE DISK IS
 KV5794'STAMPED CHAPIN 1936.
 KV5794'
 KV5794'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CHAPIN
 KV5794'NO 1 1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 KV5794'WHICH PROJECTS 2 INCHES.  IT IS 125 FEET SOUTH OF THE LONE TREE
 KV5794'AND 10 FEET NORTHWEST OF THE CENTER OF THE ROAD.
 KV5794'
 KV5794'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CHAPIN
 KV5794'NO 2 1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 KV5794'WHICH PROJECTS 2-INCHES.  IT IS 88 FEET NORTHWEST OF THE CENTER
 KV5794'OF THE ROAD AND 22 FEET NORTHWEST OF THE LONE TREE.
 KV5794'
 KV5794'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHAPIN 1935, SET
 KV5794'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KV5794'2 INCHES.  IT IS 41 FEET SOUTHEAST OF A 14-INCH TREE, 16 FEET
 KV5794'NORTHWEST OF A 14-INCH TREE AND 16 FEET NORTHEAST OF THE CENTER
 KV5794'OF THE ROAD.
 KV5794'
 KV5794'NO WITNESS POSTS WERE SET AT THIS STATION AT THE PROPERTY
 KV5794'OWNERS REQUEST.
 KV5794'
 KV5794'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5794'ABOUT 2-1/2 MILES SOUTH OF MENDHAM.
 KV5794
 KV5794                          STATION RECOVERY (1972)
 KV5794
 KV5794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KV5794'RECOVERED IN GOOD CONDITION.
 KV5794
 KV5794                          STATION RECOVERY (1983)
 KV5794
 KV5794'RECOVERY NOTE BY US POWER SQUADRON 1983 (JBD)
 KV5794'RECOVERED DISC--CHAPIN 1935 1972 RECOVERED GOOD.
 KV5794'
 KV5794'RECOVERED DISC--RM-1 1935 RECOVERED GOOD.
 KV5794'
 KV5794'RECOVERED DISC--RM-2 1935 RECOVERED GOOD.
 KV5794'
 KV5794'RECOVERED DISC--AZIMUTH 1935 RECOVERED GOOD.
 KV5794'
 KV5794'PROPERTY IS NOW OWNED BY JOSEPH F. GRUBSTEIN.  STATION REACHED EASILY
 KV5794'BY GOING N ON CLAREMONT RD. FROM BERNARDSVILLE RR STATION 2.4 MILES
 KV5794'TO INTERSECTION WITH TURNBULL LANE AND CHAPIN RD.  TURN RT. ON
 KV5794'PRIVATE MACADAM ROAD AND GO NE 0.2 MILE.  RM-2 IS LOCATED 3FT.
 KV5794'FROM N SIDE OF ROAD.
 KV5794'
 KV5794'ALL DISCS WERE LOCATED IN ACCORD WITH 1972 STATION INFORMATION.
 KV5794'LONE TREE GOOD REF. PT.
 KV5794
 KV5794                          STATION RECOVERY (1989)
 KV5794
 KV5794'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV5794'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 KV5794'DESCRIBED IN 1972 EXCEPTING AN OWNERSHIP CHANGE.  ALL MARKS ARE ON
 KV5794'THE PROPERTY OF MR. JOSEPH GRUBSTEIN, HIGH POINT, BERNARDSVILLE, NJ.
 KV5794'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 34 AND MORRIS
 KV5794'COUNTY ROAD 525 IN MENDHAM, GO 0.32 KM (0.20 MI) SOUTH ON COUNTY ROAD
 KV5794'525, HILLTOP ROAD TO A FORK.  KEEP RIGHT AND GO 2.0 KM (1.24 MI)
 KV5794'SOUTH TO A FORK LEFT.  KEEP LEFT AND GO 0.4 KM (0.25 MI) SOUTH ON
 KV5794'COUNTY ROAD 525 TO A ROAD RIGHT AT TWO LARGE PILLARS.  TURN RIGHT AND
 KV5794'GO 1.8 KM (1.12 MI) SOUTH ON DRYDEN ROAD TO A SIDE ROAD LEFT.  TURN
 KV5794'LEFT ON TURNBULL LANE AND GO 0.48 KM (0.30 MI) TO A CROSS ROAD.
 KV5794'CONTINUE AHEAD ON A NARROW ROAD, A HIGH BUSH LINE ON THE RIGHT, FOR
 KV5794'0.32 KM (0.20 MI) AND THE STATION ON THE LEFT.  TO REACH THE STATION
 KV5794'FROM THE JUNCTION OF U.S.HIGHWAY 202, MINE BROOK ROAD AND CLAREMONT
 KV5794'ROAD, COUNTY ROAD 659, IN BERNARDSVILLE BOROUGH, GO 3.7 KM (2.30 MI)
 KV5794'NORTHWEST ON ROUTE 659 TO THE JUNCTION OF TURNBULL LANE ON THE LEFT,
 KV5794'CHAPIN ROAD AHEAD AND A PRIVATE ROAD ON THE RIGHT, JUST NORTH OF A
 KV5794'ROAD WITH TWO LARGE PILLARS AT THE ENTRANCE, TURN ONTO THE PRIVATE
 KV5794'ROAD WITH A HIGH BUSH LINE ON THE RIGHT AND GO 0.4 KM (0.25 MI) TO
 KV5794'THE STATION ON THE LEFT.  THE STATION IS IN A CULTIVATED FIELD 0.2 M
 KV5794'(0.66 FT) BELOW THE GROUND, 16.8 M (55.12 FT) SOUTH OF A LONE TREE IN
 KV5794'THE FIELD, 5.5 M (18.04 FT) NORTHWEST OF THE CENTER OF THE ROAD AND
 KV5794'25.56 M (83.86 FT) SOUTHWEST OF RM 1.
 KV5794
 KV5794                          STATION RECOVERY (1990)
 KV5794
 KV5794'RECOVERED 1990
 KV5794'RECOVERED IN GOOD CONDITION.
 KV5794
 KV5794                          STATION RECOVERY (1992)
 KV5794
 KV5794'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV5794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3522 ***********************************************************************
 KV3522  DESIGNATION -  CHATHAM RESET 1979
 KV3522  PID         -  KV3522
 KV3522  STATE/COUNTY-  NJ/MORRIS
 KV3522  USGS QUAD   -  CHATHAM (1981)
 KV3522
 KV3522                         *CURRENT SURVEY CONTROL
 KV3522  ___________________________________________________________________
 KV3522* NAD 83(1986)-  40 44 22.     (N)    074 23 07.     (W)     SCALED    
 KV3522* NAVD 88     -        78.40   (+/-2cm)     257.2    (feet)  VERTCON   
 KV3522  ___________________________________________________________________
 KV3522  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV3522
 KV3522  VERT ORDER  -  THIRD (See Below)
 KV3522
 KV3522.The horizontal coordinates were scaled from a topographic map and have
 KV3522.an estimated accuracy of +/- 6 seconds.
 KV3522
 KV3522.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3522.The vertical order pertains to the NGVD 29 superseded value.
 KV3522
 KV3522.The geoid height was determined by GEOID03.
 KV3522
 KV3522;                    North         East    Units  Estimated Accuracy
 KV3522;SPC NJ       -   211,620.      159,690.      MT  (+/- 180 meters Scaled)
 KV3522
 KV3522                          SUPERSEDED SURVEY CONTROL
 KV3522
 KV3522  NGVD 29 (??/??/??)   78.70   (m)          258.2    (f) RESET       3  
 KV3522
 KV3522.Superseded values are not recommended for survey control.
 KV3522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3522.See file dsdata.txt to determine how the superseded data were derived.
 KV3522
 KV3522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL519100(NAD 83)
 KV3522_MARKER: DB = BENCH MARK DISK
 KV3522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV3522_SP_SET: CONCRETE STEPS
 KV3522_STAMPING: CHATHAM RESET 1979
 KV3522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3522+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2005
 KV3522
 KV3522  HISTORY     - Date     Condition        Report By
 KV3522  HISTORY     - 1979     MONUMENTED       NGS
 KV3522  HISTORY     - 1987     GOOD             LOCSUR
 KV3522  HISTORY     - 20050528 GOOD             GEOCAC
 KV3522
 KV3522                          STATION DESCRIPTION
 KV3522
 KV3522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3522'AT CHATHAM.
 KV3522'LOCATED IN THE NORTHWEST CORNER OF THE BOTTOM STEP FOR THE NORTH
 KV3522'ENTRANCE TO THE CHATHAMBORO MIDDLE SCHOOL WHICH IS ABOUT 300 FEET
 KV3522'SOUTH OF THE RAILROAD STATION IN CHATHAM, 67.6 FEET SOUTHEAST OF THE
 KV3522'NORTHWEST CORNER OF THE SCHOOL, 10.1 FEET NORTH OF THE CENTER OF THE
 KV3522'NORTH ENTRANCE AND 5.4 FEET NORTH OF THE NORTH SIDE OF THE SCHOOL.
 KV3522
 KV3522                          STATION RECOVERY (1987)
 KV3522
 KV3522'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (UNK)
 KV3522'RECOVERED IN GOOD CONDITION.
 KV3522
 KV3522                          STATION RECOVERY (2005)
 KV3522
 KV3522'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV3522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6996 ***********************************************************************
 KV6996  DESIGNATION -  CHEESE 1
 KV6996  PID         -  KV6996
 KV6996  STATE/COUNTY-  NJ/MIDDLESEX
 KV6996  USGS QUAD   -  SOUTH AMBOY (1981)
 KV6996
 KV6996                         *CURRENT SURVEY CONTROL
 KV6996  ___________________________________________________________________
 KV6996* NAD 83(1996)-  40 26 22.72692(N)    074 15 35.55365(W)     ADJUSTED  
 KV6996* NAVD 88     -        11.3    (meters)      37.     (feet)  GPS OBS   
 KV6996  ___________________________________________________________________
 KV6996  X           -   1,318,711.395 (meters)                     COMP
 KV6996  Y           -  -4,678,884.826 (meters)                     COMP
 KV6996  Z           -   4,115,247.768 (meters)                     COMP
 KV6996  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 KV6996  ELLIP HEIGHT-         -21.08  (meters)          (10/23/02) GPS OBS
 KV6996  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV6996
 KV6996  HORZ ORDER  -  FIRST
 KV6996  ELLP ORDER  -  FOURTH    CLASS I
 KV6996
 KV6996.The horizontal coordinates were established by GPS observations
 KV6996.and adjusted by the National Geodetic Survey in May 1999..
 KV6996
 KV6996.The orthometric height was determined by GPS observations and a
 KV6996.high-resolution geoid model.
 KV6996
 KV6996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6996
 KV6996.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6996
 KV6996.The ellipsoidal height was determined by GPS observations
 KV6996.and is referenced to NAD 83.
 KV6996
 KV6996.The geoid height was determined by GEOID03.
 KV6996
 KV6996;                    North         East     Units Scale Factor Converg.
 KV6996;SPC NJ       -   178,355.047   170,370.976   MT  0.99990511   +0 09 20.7
 KV6996;SPC NJ       -   585,153.18    558,958.78   sFT  0.99990511   +0 09 20.7
 KV6996;SPC NY L     -    30,345.745   277,950.744   MT  1.00002041   -0 10 11.9
 KV6996;SPC NY L     -    99,559.33    911,910.07   sFT  1.00002041   -0 10 11.9
 KV6996;UTM  18      - 4,476,818.505   562,770.007   MT  0.99964850   +0 28 48.3
 KV6996
 KV6996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6996!SPC NJ       -   1.00000331  x   0.99990511  =   0.99990842
 KV6996!SPC NY L     -   1.00000331  x   1.00002041  =   1.00002372
 KV6996!UTM  18      -   1.00000331  x   0.99964850  =   0.99965181
 KV6996
 KV6996:                Primary Azimuth Mark                     Grid Az
 KV6996:SPC NJ       -  CHEESE 2                                 297 44 16.4
 KV6996:SPC NY L     -  CHEESE 2                                 298 03 49.0
 KV6996:UTM  18      -  CHEESE 2                                 297 24 48.8
 KV6996
 KV6996|---------------------------------------------------------------------|
 KV6996| PID    Reference Object                     Distance      Geod. Az  |
 KV6996|                                                           dddmmss.s |
 KV6996| KV6997 CHEESE 2                            APPROX. 0.5 KM 2975337.1 |
 KV6996|---------------------------------------------------------------------|
 KV6996
 KV6996                          SUPERSEDED SURVEY CONTROL
 KV6996
 KV6996  NAD 83(1996)-  40 26 22.72644(N)    074 15 35.55394(W) AD(       ) 1
 KV6996  NAD 83(1992)-  40 26 22.72599(N)    074 15 35.55358(W) AD(       ) 1
 KV6996  ELLIP H (04/25/94)  -21.15   (m)                       GP(       ) 3 1
 KV6996
 KV6996.Superseded values are not recommended for survey control.
 KV6996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6996.See file dsdata.txt to determine how the superseded data were derived.
 KV6996
 KV6996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6277076819(NAD 83)
 KV6996_MARKER: DD = SURVEY DISK
 KV6996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6996_SP_SET: CONCRETE POST
 KV6996_STAMPING: CHEESE 1 1991
 KV6996_MARK LOGO: NJHA  
 KV6996_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6996+STABILITY: SURFACE MOTION
 KV6996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6996+SATELLITE: SATELLITE OBSERVATIONS - September 03, 1993
 KV6996
 KV6996  HISTORY     - Date     Condition        Report By
 KV6996  HISTORY     - 1991     MONUMENTED       NJHA
 KV6996  HISTORY     - 19930903 GOOD             NJGS
 KV6996
 KV6996                          STATION DESCRIPTION
 KV6996
 KV6996'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 KV6996'THE STATION IS LOCATED IN THE TOWNSHIP OF OLD BRIDGE ON THE TOP OF
 KV6996'SLOPE OF THE MEDIAN SEPARATING THE GARDEN STATE PARKWAY NORTHBOUND
 KV6996'AND SOUTHBOUND EXPRESS ROADWAYS, TO THE WEST OF NORTHBOUND MILEPOINT
 KV6996'123.69. THE STATION AND TOP OF SLOPE ARE ALSO ABOUT 120 FT (36.6 M)
 KV6996'NORTHERLY OF A STATE PARK ROAD WHICH PASSES UNDER THE GARDEN STATE
 KV6996'PARKWAY. TO REACH THE STATION FROM THE NORTHBOUND LOCAL ROADWAYS,
 KV6996'EXIT THE GARDEN STATE PARKWAY AT INTERCHANGE 120, TURN RIGHT ONTO
 KV6996'LAURENCE HARBOR ROAD, GO 0.5 MI (0.8 KM) WESTERLY TO CLIFFWOOD ROAD,
 KV6996'TURN RIGHT , GO 0.4 MI (0.6 KM) TO GORDEN ROAD, TURN RIGHT ONTO
 KV6996'GORDEN ROAD PROCEEDING 0.75 MI (1.21 KM) TO THE ENTRANCE OF
 KV6996'CHEESEQUAKE STATE PARK, CONTINUE 0.35 MI (0.56 KM) TO A FORK IN THE
 KV6996'ROAD, BEAR RIGHT AND FOLLOW THE ROAD ITS VARIOUS COURSES 0.25 MI
 KV6996'(0.40 KM) PASSING UNDER THE GARDEN STATE PARKWAY SOUTHBOUND LANES,
 KV6996'STOP BETWEEN THE SOUTHBOUND LANE BRIDGES AND NORTHBOUND LANE BRIDGES,
 KV6996'THE STATION IS ON THE LEFT BEYOND THE TOP OF SLOPE. THE STATION IS
 KV6996'74.5 FT (22.7 M) WEST SOUTHWEST FROM THE CORNER OF WALL AT THE BRIDGE
 KV6996'CARRYING THE NORTHBOUND EXPRESS ROADWAY OVER THE PARK ROAD, 63.8 FT
 KV6996'(19.4 M) NORTHEAST FROM AND, NORMAL TO, THE BACK OF GUIDE RAIL EAST
 KV6996'OF THE SOUTHBOUND EXPRESS LANES, 69.0 FT (21.0 M) SOUTHWEST FROM AND
 KV6996'NORMAL TO THE WEST, YELLOW, LANE LINE OF THE NORTHBOUND EXPRESS
 KV6996'ROADWAY. THE STATION IS 0.1 FT (3.0 CM) BELOW GROUND.
 KV6996
 KV6996                          STATION RECOVERY (1993)
 KV6996
 KV6996'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6997 ***********************************************************************
 KV6997  DESIGNATION -  CHEESE 2
 KV6997  PID         -  KV6997
 KV6997  STATE/COUNTY-  NJ/MIDDLESEX
 KV6997  USGS QUAD   -  SOUTH AMBOY (1981)
 KV6997
 KV6997                         *CURRENT SURVEY CONTROL
 KV6997  ___________________________________________________________________
 KV6997* NAD 83(1996)-  40 26 30.58417(N)    074 15 54.98285(W)     ADJUSTED  
 KV6997* NAVD 88     -        14.4    (meters)      47.     (feet)  GPS OBS   
 KV6997  ___________________________________________________________________
 KV6997  X           -   1,318,228.655 (meters)                     COMP
 KV6997  Y           -  -4,678,859.932 (meters)                     COMP
 KV6997  Z           -   4,115,434.193 (meters)                     COMP
 KV6997  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 KV6997  ELLIP HEIGHT-         -18.04  (meters)          (10/23/02) GPS OBS
 KV6997  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KV6997
 KV6997  HORZ ORDER  -  FIRST
 KV6997  ELLP ORDER  -  FOURTH    CLASS I
 KV6997
 KV6997.The horizontal coordinates were established by GPS observations
 KV6997.and adjusted by the National Geodetic Survey in May 1999..
 KV6997
 KV6997.The orthometric height was determined by GPS observations and a
 KV6997.high-resolution geoid model.
 KV6997
 KV6997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6997
 KV6997.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6997
 KV6997.The ellipsoidal height was determined by GPS observations
 KV6997.and is referenced to NAD 83.
 KV6997
 KV6997.The geoid height was determined by GEOID03.
 KV6997
 KV6997;                    North         East     Units Scale Factor Converg.
 KV6997;SPC NJ       -   178,596.152   169,912.475   MT  0.99990488   +0 09 08.1
 KV6997;SPC NJ       -   585,944.21    557,454.51   sFT  0.99990488   +0 09 08.1
 KV6997;SPC NY L     -    30,589.481   277,493.570   MT  1.00002014   -0 10 24.6
 KV6997;SPC NY L     -   100,358.99    910,410.15   sFT  1.00002014   -0 10 24.6
 KV6997;UTM  18      - 4,477,056.949   562,310.268   MT  0.99964779   +0 28 35.8
 KV6997
 KV6997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6997!SPC NJ       -   1.00000283  x   0.99990488  =   0.99990771
 KV6997!SPC NY L     -   1.00000283  x   1.00002014  =   1.00002297
 KV6997!UTM  18      -   1.00000283  x   0.99964779  =   0.99965062
 KV6997
 KV6997:                Primary Azimuth Mark                     Grid Az
 KV6997:SPC NJ       -  CHEESE 1                                 117 44 16.4
 KV6997:SPC NY L     -  CHEESE 1                                 118 03 49.1
 KV6997:UTM  18      -  CHEESE 1                                 117 24 48.7
 KV6997
 KV6997|---------------------------------------------------------------------|
 KV6997| PID    Reference Object                     Distance      Geod. Az  |
 KV6997|                                                           dddmmss.s |
 KV6997| KV6996 CHEESE 1                            APPROX. 0.5 KM 1175324.5 |
 KV6997|---------------------------------------------------------------------|
 KV6997
 KV6997                          SUPERSEDED SURVEY CONTROL
 KV6997
 KV6997  ELLIP H (05/14/99)  -18.03   (m)                       GP(       ) 4 1
 KV6997  NAD 83(1996)-  40 26 30.58374(N)    074 15 54.98315(W) AD(       ) 1
 KV6997  NAD 83(1992)-  40 26 30.58323(N)    074 15 54.98294(W) AD(       ) 1
 KV6997  ELLIP H (04/25/94)  -18.11   (m)                       GP(       ) 3 1
 KV6997
 KV6997.Superseded values are not recommended for survey control.
 KV6997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6997.See file dsdata.txt to determine how the superseded data were derived.
 KV6997
 KV6997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6231077057(NAD 83)
 KV6997_MARKER: DD = SURVEY DISK
 KV6997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6997_SP_SET: CONCRETE POST
 KV6997_STAMPING: CHEESE 2 1991
 KV6997_MARK LOGO: NJHA  
 KV6997_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6997+STABILITY: SURFACE MOTION
 KV6997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6997+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1993
 KV6997
 KV6997  HISTORY     - Date     Condition        Report By
 KV6997  HISTORY     - 1991     MONUMENTED       NJHA
 KV6997  HISTORY     - 19930828 GOOD             NJGS
 KV6997
 KV6997                          STATION DESCRIPTION
 KV6997
 KV6997'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 KV6997'THE STATION IS LOCATED IN THE TOWNSHIP OF OLD BRIDGE ON THE TOP OF A
 KV6997'GRASS SLOPE AT THE RIGHT SIDE OF THE GARDEN STATE PARKWAY AT ABOUT
 KV6997'MILEPOINT 121.9 OF THE SOUTHBOUND LOCAL LANES. THE STATION AND TOP OF
 KV6997'SLOPE, ARE BETWEEN A RAMP LEADING FROM CHEESEQUAKE STATE PARK ONTO
 KV6997'THE SOUTHBOUND LANES. TO REACH THE STATION FROM OFF THE GARDEN STATE
 KV6997'PARKWAY,  EXIT THE NORTHBOUND LOCAL LANES AT INTERCHANGE 120, TURN
 KV6997'RIGHT ONTO LAURENCE HARBOR ROAD, GO 0.5 MI (0.8 KM) TO CLIFFWOOD
 KV6997'ROAD, TURN RIGHT GO 0.4 MI (0.6 KM) ALONG CLIFFWOOD TO GORDEN ROAD,
 KV6997'TURN RIGHT ON GORDEN ROAD PROCEEDING 0.75 MI (1.21 KM) TO THE
 KV6997'ENTRANCE OF CHEESEQUAKE STATE PARK, CONTINUE 0.35 MI (0.56 KM) TO A
 KV6997'FORK IN THE ROAD, BEAR LEFT, GO 0.25 MI (0.40 KM) TO THE GARDEN STATE
 KV6997'PARKWAY ENTRANCE RAMP ON RIGHT, FOLLOW RAMP 0.05 MI (0.08 KM) TO THE
 KV6997'STATION ON THE LEFT. THE STATION IS ALSO ABOUT 4.4 MI (7.1 KM) SOUTH
 KV6997'OF THE SOUTHBOUND ENTRANCE OF INTERCHANGE 125, GARDEN STATE PARKWAY
 KV6997'AND TO THE RIGHT OF THE LOCAL LANES.  THE STATION, SET FLUSH WITH THE
 KV6997'GROUND, IS 41.0 FT (12.5 M) NORTH FROM THE CENTER OF RAMP, 76.3 FT
 KV6997'(23.3 M) EAST OF A SMALL CHERRY TREE WITH NAIL IN AND 41.5 FT
 KV6997'(12.6 M) WEST SOUTHWEST FROM A SMALL PINE TREE.
 KV6997
 KV6997                          STATION RECOVERY (1993)
 KV6997
 KV6997'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5336 ***********************************************************************
 KV5336  DESIGNATION -  CHEESEQUAKE CREEK BEACON
 KV5336  PID         -  KV5336
 KV5336  STATE/COUNTY-  NJ/MIDDLESEX
 KV5336  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5336
 KV5336                         *CURRENT SURVEY CONTROL
 KV5336  ___________________________________________________________________
 KV5336* NAD 83(1996)-  40 27 54.77986(N)    074 15 23.32651(W)     ADJUSTED  
 KV5336* NAVD 88     -                                                        
 KV5336  ___________________________________________________________________
 KV5336  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 KV5336  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV5336
 KV5336  HORZ ORDER  -  THIRD
 KV5336
 KV5336.The horizontal coordinates were established by classical geodetic methods
 KV5336.and adjusted by the National Geodetic Survey in September 1999..
 KV5336
 KV5336
 KV5336.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5336
 KV5336.The geoid height was determined by GEOID03.
 KV5336
 KV5336;                    North         East     Units Scale Factor Converg.
 KV5336;SPC NJ       -   181,194.963   170,651.283   MT  0.99990525   +0 09 29.0
 KV5336;SPC NJ       -   594,470.47    559,878.42   sFT  0.99990525   +0 09 29.0
 KV5336;SPC NY L     -    33,184.344   278,247.228   MT  1.00001733   -0 10 03.9
 KV5336;SPC NY L     -   108,872.30    912,882.78   sFT  1.00001733   -0 10 03.9
 KV5336;UTM  18      - 4,479,659.234   563,034.162   MT  0.99964891   +0 28 57.2
 KV5336
 KV5336                          SUPERSEDED SURVEY CONTROL
 KV5336
 KV5336  NAD 83(1996)-  40 27 54.77952(N)    074 15 23.32653(W) AD(       ) 4
 KV5336  NAD 83(1986)-  40 27 54.78068(N)    074 15 23.32380(W) AD(       ) 4
 KV5336  NAD 27      -  40 27 54.39500(N)    074 15 24.80300(W) AD(       ) 3
 KV5336
 KV5336.Superseded values are not recommended for survey control.
 KV5336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5336.See file dsdata.txt to determine how the superseded data were derived.
 KV5336
 KV5336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6303479659(NAD 83)
 KV5336_MARKER: 16 = DAYBEACON
 KV5336
 KV5336  HISTORY     - Date     Condition        Report By
 KV5336  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV5336  HISTORY     - 1984     GOOD             NGS
 KV5336
 KV5336                          STATION DESCRIPTION
 KV5336
 KV5336'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5336'THE DAY BEACON AT THE OUTER END OF THE E BREAKWATER (ROCK-FILL)
 KV5336'OF CHEESEQUAKE CREEK ENTRANCE.  IT IS A ROUND, BLACK, IRON TARGET
 KV5336'SURMOUNTING AN IRON PIPE SET IN A WHITE, CONCRETE BASE.
 KV5336'
 KV5336'THE STATION IS THE CENTER OF THE TARGET, APPROXIMATELY 20 FEET
 KV5336'HIGH.
 KV5336
 KV5336                          STATION RECOVERY (1984)
 KV5336
 KV5336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BB)
 KV5336'STATION FOUND, NO CHANGES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5331 ***********************************************************************
 KV5331  DESIGNATION -  CHEESEQUAKE CREEK E TRANS TWR
 KV5331  PID         -  KV5331
 KV5331  STATE/COUNTY-  NJ/MIDDLESEX
 KV5331  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5331
 KV5331                         *CURRENT SURVEY CONTROL
 KV5331  ___________________________________________________________________
 KV5331* NAD 83(1996)-  40 27 45.79949(N)    074 15 29.93867(W)     ADJUSTED  
 KV5331* NAVD 88     -                                                        
 KV5331  ___________________________________________________________________
 KV5331  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 KV5331  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV5331
 KV5331  HORZ ORDER  -  THIRD
 KV5331
 KV5331.The horizontal coordinates were established by classical geodetic methods
 KV5331.and adjusted by the National Geodetic Survey in September 1999..
 KV5331
 KV5331
 KV5331.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5331
 KV5331.The geoid height was determined by GEOID03.
 KV5331
 KV5331;                    North         East     Units Scale Factor Converg.
 KV5331;SPC NJ       -   180,917.559   170,496.283   MT  0.99990517   +0 09 24.6
 KV5331;SPC NJ       -   593,560.36    559,369.89   sFT  0.99990517   +0 09 24.6
 KV5331;SPC NY L     -    32,907.795   278,090.635   MT  1.00001762   -0 10 08.3
 KV5331;SPC NY L     -   107,964.99    912,369.02   sFT  1.00001762   -0 10 08.3
 KV5331;UTM  18      - 4,479,381.028   562,880.775   MT  0.99964867   +0 28 52.8
 KV5331
 KV5331                          SUPERSEDED SURVEY CONTROL
 KV5331
 KV5331  NAD 83(1996)-  40 27 45.79914(N)    074 15 29.93872(W) AD(       ) 4
 KV5331  NAD 83(1986)-  40 27 45.80033(N)    074 15 29.93612(W) AD(       ) 4
 KV5331  NAD 27      -  40 27 45.41400(N)    074 15 31.41400(W) AD(       ) 3
 KV5331
 KV5331.Superseded values are not recommended for survey control.
 KV5331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5331.See file dsdata.txt to determine how the superseded data were derived.
 KV5331
 KV5331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6288179381(NAD 83)
 KV5331_MARKER: 56 = SKELETON TOWER
 KV5331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5331+SATELLITE: SATELLITE OBSERVATIONS - December 25, 2005
 KV5331
 KV5331  HISTORY     - Date     Condition        Report By
 KV5331  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV5331  HISTORY     - 20051225 GOOD             GEOCAC
 KV5331
 KV5331                          STATION DESCRIPTION
 KV5331
 KV5331'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5331'THE EASTERLY OF TWO TALL TRANSMISSION TOWERS CARRYING JERSEY CENTRAL
 KV5331'POWER AND LIGHT LINES OVER CHEESEQUAKE CREEK ON THE S SIDE OF THE
 KV5331'THOROUGHFARE KNOWN AS OLD HIGHWAY.  THESE ARE GRAY, IRON,
 KV5331'LATTICE-STRUCTURES.
 KV5331'
 KV5331'THE STATION IS THE TOWER TOP, APPROXIMATELY 150 FEET ABOVE GROUND.
 KV5331
 KV5331                          STATION RECOVERY (2005)
 KV5331
 KV5331'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV5331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5332 ***********************************************************************
 KV5332  DESIGNATION -  CHEESEQUAKE CREEK W TRANS TWR
 KV5332  PID         -  KV5332
 KV5332  STATE/COUNTY-  NJ/MIDDLESEX
 KV5332  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5332
 KV5332                         *CURRENT SURVEY CONTROL
 KV5332  ___________________________________________________________________
 KV5332* NAD 83(1996)-  40 27 46.95614(N)    074 15 32.92983(W)     ADJUSTED  
 KV5332* NAVD 88     -                                                        
 KV5332  ___________________________________________________________________
 KV5332  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 KV5332  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV5332
 KV5332  HORZ ORDER  -  THIRD
 KV5332
 KV5332.The horizontal coordinates were established by classical geodetic methods
 KV5332.and adjusted by the National Geodetic Survey in September 1999..
 KV5332
 KV5332
 KV5332.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5332
 KV5332.The geoid height was determined by GEOID03.
 KV5332
 KV5332;                    North         East     Units Scale Factor Converg.
 KV5332;SPC NJ       -   180,953.040   170,425.722   MT  0.99990513   +0 09 22.7
 KV5332;SPC NJ       -   593,676.77    559,138.39   sFT  0.99990513   +0 09 22.7
 KV5332;SPC NY L     -    32,943.681   278,020.269   MT  1.00001758   -0 10 10.2
 KV5332;SPC NY L     -   108,082.73    912,138.17   sFT  1.00001758   -0 10 10.2
 KV5332;UTM  18      - 4,479,416.100   562,810.032   MT  0.99964856   +0 28 50.9
 KV5332
 KV5332                          SUPERSEDED SURVEY CONTROL
 KV5332
 KV5332  NAD 83(1996)-  40 27 46.95580(N)    074 15 32.92989(W) AD(       ) 4
 KV5332  NAD 83(1986)-  40 27 46.95699(N)    074 15 32.92727(W) AD(       ) 4
 KV5332  NAD 27      -  40 27 46.56900(N)    074 15 34.40300(W) AD(       ) 3
 KV5332
 KV5332.Superseded values are not recommended for survey control.
 KV5332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5332.See file dsdata.txt to determine how the superseded data were derived.
 KV5332
 KV5332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6281079416(NAD 83)
 KV5332_MARKER: 56 = SKELETON TOWER
 KV5332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5332+SATELLITE: SATELLITE OBSERVATIONS - December 25, 2005
 KV5332
 KV5332  HISTORY     - Date     Condition        Report By
 KV5332  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV5332  HISTORY     - 20051225 GOOD             GEOCAC
 KV5332
 KV5332                          STATION DESCRIPTION
 KV5332
 KV5332'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5332'THE WESTERLY OF TWO TALL TRANSMISSION TOWERS CARRYING JERSEY
 KV5332'CENTRAL POWER AND LIGHT LINES OVER CHEESEQUAKE CREEK ON THE S SIDE
 KV5332'OF THE THOROUGHFARE KNOWN AS OLD HIGHWAY.  THESE ARE GRAY, IRON,
 KV5332'LATTICE-STRUCTURES.
 KV5332'
 KV5332'THE STATION IS THE TOWER TOP, APPROXIMATELY 150 FEET ABOVE GROUND.
 KV5332
 KV5332                          STATION RECOVERY (2005)
 KV5332
 KV5332'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV5332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5335 ***********************************************************************
 KV5335  DESIGNATION -  CHEESQUAKE CREEK LIGHT
 KV5335  PID         -  KV5335
 KV5335  STATE/COUNTY-  NJ/MIDDLESEX
 KV5335  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5335
 KV5335                         *CURRENT SURVEY CONTROL
 KV5335  ___________________________________________________________________
 KV5335* NAD 83(1996)-  40 27 56.30266(N)    074 15 25.97842(W)     ADJUSTED  
 KV5335* NAVD 88     -         9.1    (meters)      30.     (feet)  VERTCON   
 KV5335  ___________________________________________________________________
 KV5335  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 KV5335  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV5335
 KV5335  HORZ ORDER  -  THIRD
 KV5335
 KV5335.The horizontal coordinates were established by classical geodetic methods
 KV5335.and adjusted by the National Geodetic Survey in September 1999..
 KV5335
 KV5335.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5335
 KV5335.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5335
 KV5335.The geoid height was determined by GEOID03.
 KV5335
 KV5335;                    North         East     Units Scale Factor Converg.
 KV5335;SPC NJ       -   181,241.758   170,588.685   MT  0.99990522   +0 09 27.2
 KV5335;SPC NJ       -   594,624.00    559,673.04   sFT  0.99990522   +0 09 27.2
 KV5335;SPC NY L     -    33,231.500   278,184.890   MT  1.00001728   -0 10 05.7
 KV5335;SPC NY L     -   109,027.01    912,678.26   sFT  1.00001728   -0 10 05.7
 KV5335;UTM  18      - 4,479,705.661   562,971.316   MT  0.99964881   +0 28 55.5
 KV5335
 KV5335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5335!SPC NJ       -   1.00000366  x   0.99990522  =   0.99990888
 KV5335!SPC NY L     -   1.00000366  x   1.00001728  =   1.00002094
 KV5335!UTM  18      -   1.00000366  x   0.99964881  =   0.99965247
 KV5335
 KV5335                          SUPERSEDED SURVEY CONTROL
 KV5335
 KV5335  NAD 83(1996)-  40 27 56.30253(N)    074 15 25.97846(W) AD(       ) 4
 KV5335  NAD 83(1986)-  40 27 56.30176(N)    074 15 25.97771(W) AD(       ) 4
 KV5335  NAD 27      -  40 27 55.91700(N)    074 15 27.45800(W) AD(       ) 3
 KV5335  NGVD 29 (09/24/91)    9.4    (m)           31.     (f) VERT ANG       
 KV5335
 KV5335.Superseded values are not recommended for survey control.
 KV5335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5335.See file dsdata.txt to determine how the superseded data were derived.
 KV5335
 KV5335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6297179706(NAD 83)
 KV5335_MARKER: 14 = NAVIGATION LIGHT
 KV5335
 KV5335  HISTORY     - Date     Condition        Report By
 KV5335  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV5335  HISTORY     - 1984     GOOD             NGS
 KV5335  HISTORY     - 1985     GOOD             B+OINC
 KV5335
 KV5335                          STATION DESCRIPTION
 KV5335
 KV5335'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5335'THE SMALL AUTOMATIC LIGHT AT THE OUTER END OF THE W BREAKWATER
 KV5335'(ROCK-FILL) OF CHEESEQUAKE CREEK ENTRANCE.  THE CONCRETE BASE
 KV5335'AND IRON SUPPORTING STRUCTURE ARE PAINTED RED AND WHITE.
 KV5335'
 KV5335'THE STATION IS THE LIGHT APEX, APPROXIMATELY 20 FEET HIGH.
 KV5335
 KV5335                          STATION RECOVERY (1984)
 KV5335
 KV5335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BB)
 KV5335'STATION FOUND, NO CHANGES.
 KV5335
 KV5335                          STATION RECOVERY (1985)
 KV5335
 KV5335'RECOVERY NOTE BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV5335'PUBLISHED IN COAST GUARD LIGHT LIST AS LIGHT NO. 1716.
 KV5335'
 KV5335'STATION IS LOCATED ON THE WEST SIDE OF THE ENTRANCE TO THE CHEESEQUAKE
 KV5335'RIVER FROM RARITAN BAY AT MORGAN, NEW JERSEY ON THE NORTH END OF A
 KV5335'ROCK JETTY.  THE STATION IS THE LIGHT MOUNTED ON THE TOP OF A SKELETON
 KV5335'TOWER.  A TR MARKER IS ATTACHED TO THE TOWER WITH THE NO. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4147 ***********************************************************************
 KV4147  DESIGNATION -  CHILD
 KV4147  PID         -  KV4147
 KV4147  STATE/COUNTY-  NJ/HUDSON
 KV4147  USGS QUAD   -  ORANGE (1981)
 KV4147
 KV4147                         *CURRENT SURVEY CONTROL
 KV4147  ___________________________________________________________________
 KV4147* NAD 83(1996)-  40 46 24.27288(N)    074 09 09.87283(W)     ADJUSTED  
 KV4147* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4147  ___________________________________________________________________
 KV4147  LAPLACE CORR-           5.99  (seconds)                    DEFLEC99
 KV4147  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KV4147
 KV4147  HORZ ORDER  -  THIRD
 KV4147
 KV4147.The horizontal coordinates were established by classical geodetic methods
 KV4147.and adjusted by the National Geodetic Survey in September 1999..
 KV4147
 KV4147.The orthometric height was scaled from a topographic map.
 KV4147
 KV4147.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4147
 KV4147.The geoid height was determined by GEOID03.
 KV4147
 KV4147;                    North         East     Units Scale Factor Converg.
 KV4147;SPC NJ       -   215,444.789   179,313.500   MT  0.99991057   +0 13 36.4
 KV4147;SPC NJ       -   706,838.45    588,297.71   sFT  0.99991057   +0 13 36.4
 KV4147;SPC NY L     -    67,387.601   287,105.137   MT  0.99999579   -0 05 59.7
 KV4147;SPC NY L     -   221,087.49    941,944.10   sFT  0.99999579   -0 05 59.7
 KV4147;UTM  18      - 4,513,949.079   571,499.512   MT  0.99966292   +0 33 12.0
 KV4147
 KV4147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4147!SPC NJ       -   1.00000464  x   0.99991057  =   0.99991521
 KV4147!SPC NY L     -   1.00000464  x   0.99999579  =   1.00000043
 KV4147!UTM  18      -   1.00000464  x   0.99966292  =   0.99966755
 KV4147
 KV4147:                Primary Azimuth Mark                     Grid Az
 KV4147:SPC NJ       -  ERIE                                     011 10 46.6
 KV4147:SPC NY L     -  ERIE                                     011 30 22.7
 KV4147:UTM  18      -  ERIE                                     010 51 11.0
 KV4147
 KV4147|---------------------------------------------------------------------|
 KV4147| PID    Reference Object                     Distance      Geod. Az  |
 KV4147|                                                           dddmmss.s |
 KV4147| KV4205 ERIE                                483.739 METERS 0112423.0 |
 KV4147| CB5769 CHILD RM 1                           11.400 METERS 02215     |
 KV4147| KV4136 ARLINGTON                           414.415 METERS 0410650.0 |
 KV4147| CB5770 CHILD RM 2                           13.289 METERS 12938     |
 KV4147| KV4159 FILL                                APPROX. 1.0 KM 2041530.6 |
 KV4147| KV4150 LIME                                172.812 METERS 28548     |
 KV4147| KV4202 COLD STORAGE CHIMNEY                APPROX. 0.8 KM 3382111.3 |
 KV4147| KV4196 ERIE STACK                          465.484 METERS 3443336.1 |
 KV4147|---------------------------------------------------------------------|
 KV4147
 KV4147                          SUPERSEDED SURVEY CONTROL
 KV4147
 KV4147  NAD 83(1996)-  40 46 24.27264(N)    074 09 09.87310(W) AD(       ) 3
 KV4147  NAD 83(1986)-  40 46 24.26829(N)    074 09 09.87881(W) AD(       ) 3
 KV4147  NAD 27      -  40 46 23.91300(N)    074 09 11.35700(W) AD(       ) 3
 KV4147
 KV4147.Superseded values are not recommended for survey control.
 KV4147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4147.See file dsdata.txt to determine how the superseded data were derived.
 KV4147
 KV4147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7150013949(NAD 83)
 KV4147_MARKER: DS = TRIANGULATION STATION DISK
 KV4147_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4147_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4147
 KV4147  HISTORY     - Date     Condition        Report By
 KV4147  HISTORY     - 1913     MONUMENTED       CGS
 KV4147  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4147
 KV4147                          STATION DESCRIPTION
 KV4147
 KV4147'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4147'STATION IS ON A FILLED IN DOCK ON THE E SIDE OF PASSAIC RIVER,
 KV4147'ABOUT 1/4 MILE BELOW THE ERIE RAILROAD BRIDGE CONNECTING N
 KV4147'NEWARK AND W ARLINGTON.  THE STATION IS 6 METERS FROM THE W SIDE
 KV4147'OF DOCK AND 7 METERS FROM THE S SIDE.  IT IS MARKED BY A
 KV4147'C. AND G.S. STANDARD DISK CEMENTED IN THE TOP OF A 4-INCH TILE
 KV4147'PIPE AND SUNK TO THE SURFACE LEVEL.  THE SUBSURFACE MARK IS A
 KV4147'BURIED BOTTLE SET IN CONCRETE.  TWO REFERENCE MARKS, EACH A
 KV4147'COPPER NAIL IN CONCRETE CONTAINED IN A 4-INCH TILE PIPE, SUNK
 KV4147'TO THE GROUND LEVEL, ARE PLACED RESPECTIVELY 31.4 FEET N 30
 KV4147'DEG E AND 43.6 FEET S 41 DEG E FROM THE STATION.
 KV4147
 KV4147                          STATION RECOVERY (1933)
 KV4147
 KV4147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4147'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5271 ***********************************************************************
 KV5271  DESIGNATION -  CHILD
 KV5271  PID         -  KV5271
 KV5271  STATE/COUNTY-  NJ/OCEAN
 KV5271  USGS QUAD   -  POINT PLEASANT (1989)
 KV5271
 KV5271                         *CURRENT SURVEY CONTROL
 KV5271  ___________________________________________________________________
 KV5271* NAD 83(1996)-  40 03 00.05791(N)    074 05 49.55744(W)     ADJUSTED  
 KV5271* NAVD 88     -         5.2    (meters)      17.     (feet)  GPS OBS   
 KV5271  ___________________________________________________________________
 KV5271  X           -   1,339,656.089 (meters)                     COMP
 KV5271  Y           -  -4,701,995.743 (meters)                     COMP
 KV5271  Z           -   4,082,220.359 (meters)                     COMP
 KV5271  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 KV5271  ELLIP HEIGHT-         -27.84  (meters)          (10/23/02) GPS OBS
 KV5271  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KV5271
 KV5271  HORZ ORDER  -  FIRST
 KV5271  ELLP ORDER  -  FOURTH    CLASS I
 KV5271
 KV5271.The horizontal coordinates were established by GPS observations
 KV5271.and adjusted by the National Geodetic Survey in May 1999..
 KV5271
 KV5271.The orthometric height was determined by GPS observations and a
 KV5271.high-resolution geoid model.
 KV5271
 KV5271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5271
 KV5271.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5271
 KV5271.The ellipsoidal height was determined by GPS observations
 KV5271.and is referenced to NAD 83.
 KV5271
 KV5271.The geoid height was determined by GEOID03.
 KV5271
 KV5271;                    North         East     Units Scale Factor Converg.
 KV5271;SPC NJ       -   135,145.168   184,376.742   MT  0.99991454   +0 15 33.3
 KV5271;SPC NJ       -   443,388.77    604,909.36   sFT  0.99991454   +0 15 33.3
 KV5271;UTM  18      - 4,433,699.024   577,015.628   MT  0.99967302   +0 34 51.6
 KV5271
 KV5271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5271!SPC NJ       -   1.00000437  x   0.99991454  =   0.99991891
 KV5271!UTM  18      -   1.00000437  x   0.99967302  =   0.99967739
 KV5271
 KV5271|---------------------------------------------------------------------|
 KV5271| PID    Reference Object                     Distance      Geod. Az  |
 KV5271|                                                           dddmmss.s |
 KV5271| CB5771 CHILD RM 1                           27.593 METERS 15830     |
 KV5271| CB5772 CHILD RM 2                           38.077 METERS 25826     |
 KV5271| KV5291 CHRISTOPHER 2                       APPROX. 9.0 KM 2840612.9 |
 KV5271|---------------------------------------------------------------------|
 KV5271
 KV5271                          SUPERSEDED SURVEY CONTROL
 KV5271
 KV5271  ELLIP H (05/14/99)  -27.86   (m)                       GP(       ) 4 1
 KV5271  NAD 83(1986)-  40 03 00.05823(N)    074 05 49.56164(W) AD(       ) 1
 KV5271  NAD 83(1986)-  40 03 00.05350(N)    074 05 49.55282(W) AD(       ) 3
 KV5271  NAD 27      -  40 02 59.64000(N)    074 05 51.05000(W) AD(       ) 3
 KV5271
 KV5271.Superseded values are not recommended for survey control.
 KV5271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5271.See file dsdata.txt to determine how the superseded data were derived.
 KV5271
 KV5271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7701633699(NAD 83)
 KV5271_MARKER: DS = TRIANGULATION STATION DISK
 KV5271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5271_SP_SET: CONCRETE POST
 KV5271_STAMPING: CHILD 1934
 KV5271_MARK LOGO: CGS   
 KV5271_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5271+STABILITY: SURFACE MOTION
 KV5271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5271+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1991
 KV5271
 KV5271  HISTORY     - Date     Condition        Report By
 KV5271  HISTORY     - 1934     MONUMENTED       CGS
 KV5271  HISTORY     - 1934     GOOD             CGS
 KV5271  HISTORY     - 1946     GOOD             LOCSUR
 KV5271  HISTORY     - 1951     GOOD             CGS
 KV5271  HISTORY     - 1962     GOOD             CGS
 KV5271  HISTORY     - 19910311 GOOD             NJGS
 KV5271  HISTORY     - 19910311 GOOD             NJGS
 KV5271
 KV5271                          STATION DESCRIPTION
 KV5271
 KV5271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5271'STATION IS LOCATED ON THE S SHORE OF THE MATEDECONK RIVER AT
 KV5271'EAGLE POINT (THE MOST PROMINENT POINT ON THE CENTRAL SECTION OF
 KV5271'THE RIVER).  LOCATED 16 METERS S OF THE HIGH (20 FEET) BANK
 KV5271'BEHIND THE SHORE LINE AND ABOUT 200 METERS FROM THE EXTREME END
 KV5271'OF THE POINT.  PROPERTY IS OWNED BY AN H.S. SMITH AND IS LEASED
 KV5271'BY J.M. CHILDS FOR USE AS A SUMMER CAMP.
 KV5271'
 KV5271'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 KV5271'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD
 KV5271'BRONZE DISKS SET IN CONCRETE.
 KV5271'
 KV5271'REFERENCE MARK NO.1 IS SE OF STATION AMONG THE BUSHES AND TREES.
 KV5271'
 KV5271'REFERENCE MARK NO.2 IS SW OF STATION AMONG THE BUSH AND TREES.
 KV5271'
 KV5271'A 40-FOOT SIGNAL WAS ERECTED TO SEE OVER THE TREES.
 KV5271'
 KV5271'REACHED FROM WEST MANTOLOKING AS FOLLOWS--FROM W END OF BRIDGE
 KV5271'FOLLOW HIGHWAY 2.8 MILES TO SIGN READING EAGLE CAMP, TURN N AND
 KV5271'FOLLOW SAND ROAD TO STATION.
 KV5271
 KV5271                          STATION RECOVERY (1934)
 KV5271
 KV5271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KV5271'RECOVERED IN GOOD CONDITION.
 KV5271
 KV5271                          STATION RECOVERY (1946)
 KV5271
 KV5271'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1946 (RM)
 KV5271'LETTER OF MR. ROBERT MC KINLEY, BRETON WOODS, N.J., DATED MARCH
 KV5271'19, 1947--I FOUND THE STATION IN GOOD CONDITION MARCH 28,
 KV5271'1946.  I ALSO FOUND REFERENCE MARK NO. 2 IN GOOD
 KV5271'CONDITION.  HOWEVER, I COULD NOT FIND REFERENCE MARK NO. 1.  THIS
 KV5271'PROPERTY HAS BEEN DEVELOPED WITH ROADS, LOTS AND BUILDINGS IN
 KV5271'RECENT YEARS.  THE STATION, AND REFERENCE MARK NO. 2 ARE WELL
 KV5271'LOCATED OFF THE ROADS AND EASILY FOUND.  REFERENCE MARK NO. 1
 KV5271'WOULD BE ON THE BORDER OF A RECENTLY CONSTRUCTED ROAD AND MAY
 KV5271'HAVE BEEN INADVERTENTLY DESTROYED.  I AM NOT AN ENGINEER AND
 KV5271'SO AM NOT POSITIVE OF THE SPOT WHERE THE MARK SHOULD BE.
 KV5271'HOWEVER THERE IS NO LONGER ANY BUSHES OR TREES IN THE AREA,
 KV5271'EVERYTHING HAVING BEEN CLEARED IN THIS SPOT.  YOUR
 KV5271'DESCRIPTION SHOULD BE CHANGED TO INDICATE THAT THE PROPERTY
 KV5271'IS NOW OWNED BY ROBERT MC KINLEY OF BRETON WOODS, N.J. AND
 KV5271'NOT AS FORMERLY.  THE PRESENT OWNER WILL GLADLY COOPERATE.
 KV5271
 KV5271                          STATION RECOVERY (1951)
 KV5271
 KV5271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV5271'STATION MARK RECOVERED IN GOOD CONDITION.  A TWO HOUR SEARCH BY
 KV5271'A TWO MAN PARTY FAILED TO LOCATE EITHER OF THE REFERENCE
 KV5271'MARKS.  NO OTHER STATION IS VISIBLE FROM THE GROUND, HENCE, NO
 KV5271'DIRECTIONS COULD BE OBSERVED TO AID IN THEIR RECOVERY.  THE
 KV5271'PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT WITH THE FOLLOWING
 KV5271'EXCEPTIONS.  THE SAND ROAD REFERRED TO IN THE PUBLISHED
 KV5271'DESCRIPTION IS NOW ASPHALT.  STATION IS ABOUT 100.0 FEET SOUTH
 KV5271'OF THE ASPHALT ROAD AND IN FRONT OF THE 2ND HOUSE ON THE NORTH
 KV5271'SIDE OF A GRAVEL ROAD, 22.2 FEET SOUTHEAST OF THE SOUTHWEST
 KV5271'CORNER AND 10.7 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 KV5271'THE HOUSE MENTIONED ABOVE.  DUE TO BUILDINGS AND
 KV5271'OBSTRUCTIONS AT THE STATION, NO NEW REFERENCE MARKS WERE
 KV5271'ESTABLISHED.
 KV5271
 KV5271                          STATION RECOVERY (1962)
 KV5271
 KV5271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5271'STATION MARK ONLY WAS RECOVERED IN GOOD CONDITION, AS
 KV5271'DESCRIBED.  IT IS ALSO 9 FEET SOUTH OF THE SOUTH FACE OF THE
 KV5271'BUILDING AND 0.6 FOOT SOUTH OF THE EDGE OF THE FLAGSTONE PATIO,
 KV5271'PROJECTING 1 INCH FROM A FLOWER BED.
 KV5271'
 KV5271'RM 2 IS BURIED IN GRAVEL FILL IN FRONT OF A COTTAGE.  THE OWNER
 KV5271'SAYS THE DISK WAS GONE BEFORE IT WAS COVERED, AND THAT IT IS
 KV5271'VERY DEEP.  IT WAS NOT DUG FOR.
 KV5271
 KV5271                          STATION RECOVERY (1991)
 KV5271
 KV5271'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5271'THE STATION IS LOCATED IN BRICK TOWNSHIP, ON THE NORTH SIDE OF THE
 KV5271'METEDECONK NECK, ON A PENNINSULA OF LAND CALLED EAGLE POINT EXTENDING
 KV5271'INTO THE SOUTH SIDE OF THE METEDECONK RIVER.  THE STATION IS SET NEAR
 KV5271'THE FRONT ENTRANCE TO THE BRECK PROPERTY, NUMBER 72 EASTVIEW DRIVE.
 KV5271'TO REACH THE STATION FROM THE JUNCTION OF OCEAN BOULEVARD, STATE
 KV5271'ROUTE 35, AND HERBERT STREET MANTOLOLKING ROAD, COUNTY ROAD 528, IN
 KV5271'THE BOROUGH OF MANTOLOKING, GO 0.4 KM (0.2 MI) WEST ON ROAD 528 TO
 KV5271'THE CENTER DRAWSPAN OF THE ROUTE 528 BRIDGE OVER THE BARNEGATE BAY,
 KV5271'CONTINUE 3.85 KM (2.39 MI) WEST ON MANTOLOKING ROAD TO THE JUNCTION
 KV5271'WITH TALL TIMBERS DRIVE AND A SIGN FOR EAGLE POINT ON THE RIGHT, TURN
 KV5271'RIGHT AND GO 0.5 KM (0.3 MI) NORTH ON TALL TIMBERS DRIVE TO ITS
 KV5271'JUNCTION WITH EAST VIEW DRIVE, TURN RIGHT AND GO 30 M (98.4 FT) EAST
 KV5271'ON EAST VIEW DRIVE TO THE STATION ON THE LEFT, 6.75 M (22.15 FT)
 KV5271'SOUTEAST OF THE SOUTWEST CORNER OF THE HOUSE, 9.45 M (31.00 FT)
 KV5271'NORTHEAST OF THE CENTERLINE OF EAST VIEW DRIVE, 9.75 M (31.99 FT) EAST
 KV5271'OF POLE NUMBER 1449 BK.  THE STATION IS AT THE SOUTH EDGE OF THE
 KV5271'BRICK BORDER FOR A FLAGSTONE PATIO TO THE FRONT DOOR AND IS FLUSH
 KV5271'WITH THE PATIO.
 KV5271
 KV5271                          STATION RECOVERY (1991)
 KV5271
 KV5271'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5271'THE STATION IS LOCATED IN BRICK TOWNSHIP, ON THE NORTH SIDE OF THE
 KV5271'METEDECONK NECK, ON A PENNINSULA OF LAND CALLED EAGLE POINT EXTENDING
 KV5271'INTO THE SOUTH SIDE OF THE METEDECONK RIVER.  THE STATION IS SET NEAR
 KV5271'THE FRONT ENTRANCE TO THE BRECK PROPERTY, NUMBER 72 EASTVIEW DRIVE.
 KV5271'TO REACH THE STATION FROM THE JUNCTION OF OCEAN BOULEVARD, STATE
 KV5271'ROUTE 35, AND HERBERT STREET MANTOLOLKING ROAD, COUNTY ROAD 528, IN
 KV5271'THE BOROUGH OF MANTOLOKING, GO 0.4 KM (0.2 MI) WEST ON ROAD 528 TO
 KV5271'THE CENTER DRAWSPAN OF THE ROUTE 528 BRIDGE OVER THE BARNEGATE BAY,
 KV5271'CONTINUE 3.85 KM (2.39 MI) WEST ON MANTOLOKING ROAD TO THE JUNCTION
 KV5271'WITH TALL TIMBERS DRIVE AND A SIGN FOR EAGLE POINT ON THE RIGHT, TURN
 KV5271'RIGHT AND GO 0.5 KM (0.3 MI) NORTH ON TALL TIMBERS DRIVE TO ITS
 KV5271'JUNCTION WITH EAST VIEW DRIVE, TURN RIGHT AND GO 30 M (98.4 FT) EAST
 KV5271'ON EAST VIEW DRIVE TO THE STATION ON THE LEFT, 6.75 M (22.15 FT)
 KV5271'SOUTEAST OF THE SOUTWEST CORNER OF THE HOUSE, 9.45 M (31.00 FT)
 KV5271'NORTHEAST OF THE CENTERLINE OF EAST VIEW DRIVE, 9.75 M (31.99 FT) EAST
 KV5271'OF POLE NUMBER 1449 BK.  THE STATION IS AT THE SOUTH EDGE OF THE
 KV5271'BRICK BORDER FOR A FLAGSTONE PATIO TO THE FRONT DOOR AND IS FLUSH
 KV5271'WITH THE PATIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4182 ***********************************************************************
 KV4182  DESIGNATION -  CHIMNEY NEAR CIDER
 KV4182  PID         -  KV4182
 KV4182  STATE/COUNTY-  NJ/ESSEX
 KV4182  USGS QUAD   -  ORANGE (1981)
 KV4182
 KV4182                         *CURRENT SURVEY CONTROL
 KV4182  ___________________________________________________________________
 KV4182* NAD 83(1996)-  40 48 27.77420(N)    074 08 37.09439(W)     ADJUSTED  
 KV4182* NAVD 88     -                                                        
 KV4182  ___________________________________________________________________
 KV4182  LAPLACE CORR-           6.04  (seconds)                    DEFLEC99
 KV4182  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KV4182
 KV4182  HORZ ORDER  -  THIRD
 KV4182
 KV4182.The horizontal coordinates were established by classical geodetic methods
 KV4182.and adjusted by the National Geodetic Survey in September 1999..
 KV4182
 KV4182
 KV4182.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4182
 KV4182.The geoid height was determined by GEOID03.
 KV4182
 KV4182;                    North         East     Units Scale Factor Converg.
 KV4182;SPC NJ       -   219,257.169   180,066.626   MT  0.99991112   +0 13 58.4
 KV4182;SPC NJ       -   719,346.23    590,768.59   sFT  0.99991112   +0 13 58.4
 KV4182;SPC NY L     -    71,195.946   287,880.058   MT  0.99999517   -0 05 38.2
 KV4182;SPC NY L     -   233,582.03    944,486.49   sFT  0.99999517   -0 05 38.2
 KV4182;UTM  18      - 4,517,764.747   572,230.709   MT  0.99966421   +0 33 34.8
 KV4182
 KV4182                          SUPERSEDED SURVEY CONTROL
 KV4182
 KV4182  NAD 83(1996)-  40 48 27.77396(N)    074 08 37.09467(W) AD(       ) 4
 KV4182  NAD 83(1986)-  40 48 27.77071(N)    074 08 37.10186(W) AD(       ) 4
 KV4182  NAD 27      -  40 48 27.41100(N)    074 08 38.57100(W) AD(       ) 3
 KV4182
 KV4182.Superseded values are not recommended for survey control.
 KV4182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4182.See file dsdata.txt to determine how the superseded data were derived.
 KV4182
 KV4182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7223117765(NAD 83)
 KV4182_MARKER: 85 = CHIMNEY
 KV4182
 KV4182  HISTORY     - Date     Condition        Report By
 KV4182  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4182
 KV4182                          STATION DESCRIPTION
 KV4182
 KV4182'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0407 ***********************************************************************
 JU0407  DESIGNATION -  CHIS CROSS USE
 JU0407  PID         -  JU0407
 JU0407  STATE/COUNTY-  NJ/CAPE MAY
 JU0407  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0407
 JU0407                         *CURRENT SURVEY CONTROL
 JU0407  ___________________________________________________________________
 JU0407* NAD 83(1986)-  39 09 25.     (N)    074 42 00.     (W)     SCALED    
 JU0407* NAVD 88     -         1.798  (meters)       5.90   (feet)  POSTED    
 JU0407  ___________________________________________________________________
 JU0407  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 JU0407  DYNAMIC HT  -           1.800 (meters)       5.91  (feet)  COMP
 JU0407  MODELED GRAV-     980,075.7   (mgal)                       NAVD 88
 JU0407
 JU0407  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JU0407
 JU0407.The horizontal coordinates were scaled from a topographic map and have
 JU0407.an estimated accuracy of +/- 6 seconds.
 JU0407
 JU0407.The orthometric height was determined by differential leveling
 JU0407.and adjusted by the National Geodetic Survey in 1992..
 JU0407.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JU0407.rate of 3.1 thru 4.0 mm/km.
 JU0407
 JU0407.The geoid height was determined by GEOID03.
 JU0407
 JU0407.The dynamic height is computed by dividing the NAVD 88
 JU0407.geopotential number by the normal gravity value computed on the
 JU0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0407.degrees latitude (g = 980.6199 gals.).
 JU0407
 JU0407.The modeled gravity was interpolated from observed gravity values.
 JU0407
 JU0407;                    North         East    Units  Estimated Accuracy
 JU0407;SPC NJ       -    35,940.      132,720.      MT  (+/- 180 meters Scaled)
 JU0407
 JU0407                          SUPERSEDED SURVEY CONTROL
 JU0407
 JU0407  NGVD 29 (04/16/92)    2.154  (m)            7.07   (f) ADJUSTED    1 2
 JU0407
 JU0407.Superseded values are not recommended for survey control.
 JU0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0407.See file dsdata.txt to determine how the superseded data were derived.
 JU0407
 JU0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ259342(NAD 83)
 JU0407_MARKER: X = CHISELED CROSS
 JU0407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0407_SP_SET: BRIDGE
 JU0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0407
 JU0407  HISTORY     - Date     Condition        Report By
 JU0407  HISTORY     - UNK      MONUMENTED       DOD
 JU0407  HISTORY     - 1961     GOOD             CGS
 JU0407
 JU0407                          STATION DESCRIPTION
 JU0407
 JU0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0407'AT SEA ISLE CITY.
 JU0407'A CHISELED CROSS CUT IN THE CONCRETE DRAW PIER, IN THE TOP OF
 JU0407'THE NORTHEAST CORNER OF THE EAST DRAW PIER OF THE SEA ISLE
 JU0407'CITY BRIDGE OVER LUDLAM THOROFARE AND 7 FEET BELOW THE LEVEL
 JU0407'OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1091 ***********************************************************************
 KV1091  DESIGNATION -  CHISELED CROSS
 KV1091  PID         -  KV1091
 KV1091  STATE/COUNTY-  NJ/MERCER
 KV1091  USGS QUAD   -  PENNINGTON (1995)
 KV1091
 KV1091                         *CURRENT SURVEY CONTROL
 KV1091  ___________________________________________________________________
 KV1091* NAD 83(1986)-  40 15 27.     (N)    074 50 21.     (W)     SCALED    
 KV1091* NAVD 88     -        17.46   (+/-2cm)      57.3    (feet)  VERTCON   
 KV1091  ___________________________________________________________________
 KV1091  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KV1091
 KV1091  VERT ORDER  -  ? (See Below)
 KV1091
 KV1091.The horizontal coordinates were scaled from a topographic map and have
 KV1091.an estimated accuracy of +/- 6 seconds.
 KV1091
 KV1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV1091.The vertical order pertains to the NGVD 29 superseded value.
 KV1091
 KV1091.The geoid height was determined by GEOID03.
 KV1091
 KV1091;                    North         East    Units  Estimated Accuracy
 KV1091;SPC NJ       -   158,160.      121,150.      MT  (+/- 180 meters Scaled)
 KV1091
 KV1091                          SUPERSEDED SURVEY CONTROL
 KV1091
 KV1091  NGVD 29 (??/??/??)   17.762  (m)           58.27   (f) ADJUSTED    ?  
 KV1091
 KV1091.Superseded values are not recommended for survey control.
 KV1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1091.See file dsdata.txt to determine how the superseded data were derived.
 KV1091
 KV1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK136563(NAD 83)
 KV1091_MARKER: X = CHISELED CROSS
 KV1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1091+STABILITY: SURFACE MOTION
 KV1091
 KV1091  HISTORY     - Date     Condition        Report By
 KV1091  HISTORY     - 1935     MONUMENTED       CGS
 KV1091  HISTORY     - 1956     MARK NOT FOUND   CGS
 KV1091
 KV1091                          STATION DESCRIPTION
 KV1091
 KV1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1091'5.4 MI NW FROM TRENTON.
 KV1091'5.4 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV1091'STATION AT TRENTON, MERCER COUNTY, 4 RAILS SOUTH OF MILE POLE
 KV1091'6/26, AND 8 FEET WEST OF THE CENTERLINE OF THE TRACK.  A
 KV1091'CHISELED CROSS, ON THE TOP OF A STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0347 ***********************************************************************
 LY0347  DESIGNATION -  CHISELED CROSS
 LY0347  PID         -  LY0347
 LY0347  STATE/COUNTY-  NJ/BERGEN
 LY0347  USGS QUAD   -  RAMSEY (1995)
 LY0347
 LY0347                         *CURRENT SURVEY CONTROL
 LY0347  ___________________________________________________________________
 LY0347* NAD 83(1986)-  41 06 26.     (N)    074 09 00.     (W)     SCALED    
 LY0347* NAVD 88     -        86.143  (meters)     282.62   (feet)  ADJUSTED  
 LY0347  ___________________________________________________________________
 LY0347  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LY0347  DYNAMIC HT  -          86.108 (meters)     282.51  (feet)  COMP
 LY0347  MODELED GRAV-     980,215.7   (mgal)                       NAVD 88
 LY0347
 LY0347  VERT ORDER  -  SECOND    CLASS 0
 LY0347
 LY0347.The horizontal coordinates were scaled from a topographic map and have
 LY0347.an estimated accuracy of +/- 6 seconds.
 LY0347
 LY0347.The orthometric height was determined by differential leveling
 LY0347.and adjusted by the National Geodetic Survey in June 1991..
 LY0347
 LY0347.The geoid height was determined by GEOID03.
 LY0347
 LY0347.The dynamic height is computed by dividing the NAVD 88
 LY0347.geopotential number by the normal gravity value computed on the
 LY0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0347.degrees latitude (g = 980.6199 gals.).
 LY0347
 LY0347.The modeled gravity was interpolated from observed gravity values.
 LY0347
 LY0347;                    North         East    Units  Estimated Accuracy
 LY0347;SPC NJ       -   252,510.      179,400.      MT  (+/- 180 meters Scaled)
 LY0347
 LY0347                          SUPERSEDED SURVEY CONTROL
 LY0347
 LY0347  NGVD 29 (??/??/92)   86.432  (m)          283.57   (f) ADJ UNCH    2 0
 LY0347
 LY0347.Superseded values are not recommended for survey control.
 LY0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0347.See file dsdata.txt to determine how the superseded data were derived.
 LY0347
 LY0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL713510(NAD 83)
 LY0347_MARKER: Q = CHISELED SQUARE
 LY0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0347_SP_SET: ABUTMENT
 LY0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0347
 LY0347  HISTORY     - Date     Condition        Report By
 LY0347  HISTORY     - UNK      MONUMENTED       RBNF
 LY0347  HISTORY     - 1933     GOOD             NGS
 LY0347  HISTORY     - 1989     GOOD             USPSQD
 LY0347
 LY0347                          STATION DESCRIPTION
 LY0347
 LY0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LY0347'0.9 MI N FROM MAHWAH.
 LY0347'0.9 MILE NORTH ALONG THE ERIE LACKAWANNA RAILROAD FROM THE STATION
 LY0347'AT MAHWAH, BERGEN COUNTY, 90 FEET SOUTH OF A NEW JERSEY-NEW YORK
 LY0347'STATE LINE MARKER, AT A BRIDGE OVER A PAVED ROAD LEADING TO
 LY0347'OAKLAND AND POMPTON, ON THE TOP OF THE NORTHEAST ABUTMENT, 3 YARDS
 LY0347'EAST OF THE CENTERLINE OF THE NORTH-BOUND TRACK, AND ABOUT 2-1/2
 LY0347'FEET LOWER THAN THE TRACK.  A CHISELED CROSS WITHIN A PAINTED
 LY0347'CIRCLE.
 LY0347
 LY0347                          STATION RECOVERY (1989)
 LY0347
 LY0347'RECOVERY NOTE BY US POWER SQUADRON 1989 (HRK)
 LY0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0665 ***********************************************************************
 KV0665  DESIGNATION -  CHISELED CROSS 1
 KV0665  PID         -  KV0665
 KV0665  STATE/COUNTY-  NJ/MORRIS
 KV0665  USGS QUAD   -  CHATHAM (1981)
 KV0665
 KV0665                         *CURRENT SURVEY CONTROL
 KV0665  ___________________________________________________________________
 KV0665* NAD 83(1986)-  40 43 52.     (N)    074 22 58.     (W)     SCALED    
 KV0665* NAVD 88     -        74.27   (+/-2cm)     243.7    (feet)  VERTCON   
 KV0665  ___________________________________________________________________
 KV0665  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV0665
 KV0665  VERT ORDER  -  ? (See Below)
 KV0665
 KV0665.The horizontal coordinates were scaled from a topographic map and have
 KV0665.an estimated accuracy of +/- 6 seconds.
 KV0665
 KV0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV0665.The vertical order pertains to the NGVD 29 superseded value.
 KV0665
 KV0665.The geoid height was determined by GEOID03.
 KV0665
 KV0665;                    North         East    Units  Estimated Accuracy
 KV0665;SPC NJ       -   210,700.      159,900.      MT  (+/- 180 meters Scaled)
 KV0665
 KV0665                          SUPERSEDED SURVEY CONTROL
 KV0665
 KV0665  NGVD 29 (??/??/??)   74.560  (m)          244.62   (f) ADJUSTED    ?  
 KV0665
 KV0665.Superseded values are not recommended for survey control.
 KV0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0665.See file dsdata.txt to determine how the superseded data were derived.
 KV0665
 KV0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL521090(NAD 83)
 KV0665_MARKER: X = CHISELED CROSS
 KV0665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0665_SP_SET: ABUTMENT
 KV0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0665
 KV0665  HISTORY     - Date     Condition        Report By
 KV0665  HISTORY     - 1935     MONUMENTED       CGS
 KV0665  HISTORY     - 1935     GOOD             CGS
 KV0665  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0665
 KV0665                          STATION DESCRIPTION
 KV0665
 KV0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0665'AT CHATHAM.
 KV0665'AT CHATHAM, MORRIS COUNTY, 750 FEET SOUTHEAST OF THE DELAWARE,
 KV0665'LACKAWANNA AND WESTERN RAILROAD STATION AT A HIGHWAY UNDERPASS,
 KV0665'AND ON THE TOP OF THE SOUTHWEST ABUTMENT.  A CHISELED CROSS.
 KV0665'NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE
 KV0665'ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE
 KV0665'LACKAWANNA RAILROAD.
 KV0665
 KV0665                          STATION RECOVERY (1985)
 KV0665
 KV0665'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0680 ***********************************************************************
 KV0680  DESIGNATION -  CHISELED CROSS 2
 KV0680  PID         -  KV0680
 KV0680  STATE/COUNTY-  NJ/ESSEX
 KV0680  USGS QUAD   -  ORANGE (1981)
 KV0680
 KV0680                         *CURRENT SURVEY CONTROL
 KV0680  ___________________________________________________________________
 KV0680* NAD 83(1986)-  40 45 58.     (N)    074 14 40.     (W)     SCALED    
 KV0680* NAVD 88     -        59.952  (meters)     196.69   (feet)  ADJUSTED  
 KV0680  ___________________________________________________________________
 KV0680  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV0680  DYNAMIC HT  -          59.927 (meters)     196.61  (feet)  COMP
 KV0680  MODELED GRAV-     980,197.7   (mgal)                       NAVD 88
 KV0680
 KV0680  VERT ORDER  -  SECOND    CLASS 0
 KV0680
 KV0680.The horizontal coordinates were scaled from a topographic map and have
 KV0680.an estimated accuracy of +/- 6 seconds.
 KV0680
 KV0680.The orthometric height was determined by differential leveling
 KV0680.and adjusted by the National Geodetic Survey in June 1991..
 KV0680
 KV0680.The geoid height was determined by GEOID03.
 KV0680
 KV0680.The dynamic height is computed by dividing the NAVD 88
 KV0680.geopotential number by the normal gravity value computed on the
 KV0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0680.degrees latitude (g = 980.6199 gals.).
 KV0680
 KV0680.The modeled gravity was interpolated from observed gravity values.
 KV0680
 KV0680;                    North         East    Units  Estimated Accuracy
 KV0680;SPC NJ       -   214,610.      171,580.      MT  (+/- 180 meters Scaled)
 KV0680
 KV0680                          SUPERSEDED SURVEY CONTROL
 KV0680
 KV0680  NGVD 29 (??/??/??)   60.264  (m)          197.72   (f) ADJUSTED    2 0
 KV0680
 KV0680.Superseded values are not recommended for survey control.
 KV0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0680.See file dsdata.txt to determine how the superseded data were derived.
 KV0680
 KV0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL637130(NAD 83)
 KV0680_MARKER: X = CHISELED CROSS
 KV0680_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0680_SP_SET: UNDERPASS
 KV0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0680
 KV0680  HISTORY     - Date     Condition        Report By
 KV0680  HISTORY     - 1935     MONUMENTED       CGS
 KV0680  HISTORY     - 1935     GOOD             CGS
 KV0680
 KV0680                          STATION DESCRIPTION
 KV0680
 KV0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0680'AT ORANGE.
 KV0680'AT ORANGE, ESSEX COUNTY, ON THE DELAWARE, LACKAWANNA AND WESTERN
 KV0680'RAILROAD, 500 FEET WEST OF THE HIGHLAND AVENUE STATION, AT AN
 KV0680'UNDERPASS, ON THE TOP OF THE SOUTHWEST WINGWALL, AND 6 FEET
 KV0680'SOUTH OF THE CENTERLINE OF THE EAST-BOUND TRACK.  A CHISELED
 KV0680'CROSS.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 KV0680'IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW
 KV0680'THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1396 ***********************************************************************
 KV1396  DESIGNATION -  CHISELED SQUARE
 KV1396  PID         -  KV1396
 KV1396  STATE/COUNTY-  NJ/SOMERSET
 KV1396  USGS QUAD   -  RARITAN (1981)
 KV1396
 KV1396                         *CURRENT SURVEY CONTROL
 KV1396  ___________________________________________________________________
 KV1396* NAD 83(1986)-  40 31 05.     (N)    074 41 02.     (W)     SCALED    
 KV1396* NAVD 88     -        38.484  (meters)     126.26   (feet)  ADJUSTED  
 KV1396  ___________________________________________________________________
 KV1396  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KV1396  DYNAMIC HT  -          38.467 (meters)     126.20  (feet)  COMP
 KV1396  MODELED GRAV-     980,171.8   (mgal)                       NAVD 88
 KV1396
 KV1396  VERT ORDER  -  SECOND    CLASS 0
 KV1396
 KV1396.The horizontal coordinates were scaled from a topographic map and have
 KV1396.an estimated accuracy of +/- 6 seconds.
 KV1396
 KV1396.The orthometric height was determined by differential leveling
 KV1396.and adjusted by the National Geodetic Survey in June 1991..
 KV1396
 KV1396.The geoid height was determined by GEOID03.
 KV1396
 KV1396.The dynamic height is computed by dividing the NAVD 88
 KV1396.geopotential number by the normal gravity value computed on the
 KV1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1396.degrees latitude (g = 980.6199 gals.).
 KV1396
 KV1396.The modeled gravity was interpolated from observed gravity values.
 KV1396
 KV1396;                    North         East    Units  Estimated Accuracy
 KV1396;SPC NJ       -   187,050.      134,420.      MT  (+/- 180 meters Scaled)
 KV1396
 KV1396                          SUPERSEDED SURVEY CONTROL
 KV1396
 KV1396  NGVD 29 (??/??/??)   38.744  (m)          127.11   (f) ADJUSTED    2 0
 KV1396
 KV1396.Superseded values are not recommended for survey control.
 KV1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1396.See file dsdata.txt to determine how the superseded data were derived.
 KV1396
 KV1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK267853(NAD 83)
 KV1396_MARKER: Q = CHISELED SQUARE
 KV1396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1396_SP_SET: BASE
 KV1396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1396
 KV1396  HISTORY     - Date     Condition        Report By
 KV1396  HISTORY     - UNK      MONUMENTED       CGS
 KV1396  HISTORY     - 1935     GOOD             CGS
 KV1396  HISTORY     - 20021130 MARK NOT FOUND   USPSQD
 KV1396
 KV1396                          STATION DESCRIPTION
 KV1396
 KV1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1396'5.4 MI W FROM SOMERVILLE.
 KV1396'5.4 MILES WEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY RAILROAD
 KV1396'FROM THE COUNTY COURTHOUSE AT SOMERVILLE, SOMERSET COUNTY, 5 POLES
 KV1396'WEST OF MILEPOST 5, AT POLE 60148, AT THE FIRST ROAD CROSSING
 KV1396'EAST OF THE STATION, AND ON THE TOP OF THE SOUTHWEST CORNER OF
 KV1396'AN ELECTRIC ALARM CONCRETE BASE.
 KV1396
 KV1396                          STATION RECOVERY (2002)
 KV1396
 KV1396'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV1396'SOUTH BRANCH ROAD CROSSES RAIL ROAD TRACKS VIA OVERPASS BRIDGE BUILT
 KV1396'WITHIN THE LAST 15 YEARS. ELECTRIC ALARM CONCRETE BASE WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0630 ***********************************************************************
 KV0630  DESIGNATION -  CHISELED SQUARE
 KV0630  PID         -  KV0630
 KV0630  STATE/COUNTY-  NJ/MORRIS
 KV0630  USGS QUAD   -  BOONTON (1981)
 KV0630
 KV0630                         *CURRENT SURVEY CONTROL
 KV0630  ___________________________________________________________________
 KV0630* NAD 83(1986)-  40 53 02.     (N)    074 28 51.     (W)     SCALED    
 KV0630* NAVD 88     -       160.442  (meters)     526.38   (feet)  ADJUSTED  
 KV0630  ___________________________________________________________________
 KV0630  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KV0630  DYNAMIC HT  -         160.372 (meters)     526.15  (feet)  COMP
 KV0630  MODELED GRAV-     980,188.2   (mgal)                       NAVD 88
 KV0630
 KV0630  VERT ORDER  -  SECOND    CLASS 0
 KV0630
 KV0630.The horizontal coordinates were scaled from a topographic map and have
 KV0630.an estimated accuracy of +/- 6 seconds.
 KV0630
 KV0630.The orthometric height was determined by differential leveling
 KV0630.and adjusted by the National Geodetic Survey in June 1991..
 KV0630
 KV0630.The geoid height was determined by GEOID03.
 KV0630
 KV0630.The dynamic height is computed by dividing the NAVD 88
 KV0630.geopotential number by the normal gravity value computed on the
 KV0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0630.degrees latitude (g = 980.6199 gals.).
 KV0630
 KV0630.The modeled gravity was interpolated from observed gravity values.
 KV0630
 KV0630;                    North         East    Units  Estimated Accuracy
 KV0630;SPC NJ       -   227,660.      151,620.      MT  (+/- 180 meters Scaled)
 KV0630
 KV0630                          SUPERSEDED SURVEY CONTROL
 KV0630
 KV0630  NGVD 29 (??/??/??)  160.694  (m)          527.21   (f) ADJUSTED    2 0
 KV0630
 KV0630.Superseded values are not recommended for survey control.
 KV0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0630.See file dsdata.txt to determine how the superseded data were derived.
 KV0630
 KV0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL437259(NAD 83)
 KV0630_MARKER: Q = CHISELED SQUARE
 KV0630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0630_SP_SET: CONCRETE BASE
 KV0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0630
 KV0630  HISTORY     - Date     Condition        Report By
 KV0630  HISTORY     - 1933     MONUMENTED       CGS
 KV0630  HISTORY     - 1935     GOOD             CGS
 KV0630
 KV0630                          STATION DESCRIPTION
 KV0630
 KV0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0630'6.5 MI N FROM MORRISTOWN.
 KV0630'6.5 MILES NORTH ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV0630'RAILROAD FROM THE MORRIS STREET UNDERPASS AT MORRISTOWN, MORRIS
 KV0630'COUNTY, OPPOSITE THE SIGNAL LIGHTS OF A TROLLEY LINE, AT SIGNAL
 KV0630'MAST M 362, AND ON THE TOP OF THE CORNER OF THE CONCRETE BASE.  A
 KV0630'CHISELED SQUARE.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN
 KV0630'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD
 KV0630'IS NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1701 ***********************************************************************
 KV1701  DESIGNATION -  CHISELED SQUARE
 KV1701  PID         -  KV1701
 KV1701  STATE/COUNTY-  NJ/HUNTERDON
 KV1701  USGS QUAD   -  RIEGELSVILLE (1990)
 KV1701
 KV1701                         *CURRENT SURVEY CONTROL
 KV1701  ___________________________________________________________________
 KV1701* NAD 83(1986)-  40 34 02.     (N)    075 09 45.     (W)     SCALED    
 KV1701* NAVD 88     -        45.807  (meters)     150.29   (feet)  ADJUSTED  
 KV1701  ___________________________________________________________________
 KV1701  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KV1701  DYNAMIC HT  -          45.785 (meters)     150.21  (feet)  COMP
 KV1701  MODELED GRAV-     980,148.3   (mgal)                       NAVD 88
 KV1701
 KV1701  VERT ORDER  -  FIRST     CLASS I
 KV1701
 KV1701.The horizontal coordinates were scaled from a topographic map and have
 KV1701.an estimated accuracy of +/- 6 seconds.
 KV1701
 KV1701.The orthometric height was determined by differential leveling
 KV1701.and adjusted by the National Geodetic Survey in June 1991..
 KV1701.WARNING-Repeat measurements at this control monument indicate possible
 KV1701.vertical movement.
 KV1701
 KV1701.The geoid height was determined by GEOID03.
 KV1701
 KV1701.The dynamic height is computed by dividing the NAVD 88
 KV1701.geopotential number by the normal gravity value computed on the
 KV1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1701.degrees latitude (g = 980.6199 gals.).
 KV1701
 KV1701.The modeled gravity was interpolated from observed gravity values.
 KV1701
 KV1701;                    North         East    Units  Estimated Accuracy
 KV1701;SPC NJ       -   192,700.       93,900.      MT  (+/- 180 meters Scaled)
 KV1701
 KV1701                          SUPERSEDED SURVEY CONTROL
 KV1701
 KV1701  NGVD 29 (01/10/92)   46.058  (m)          151.11   (f) ADJUSTED    1 1
 KV1701
 KV1701.Superseded values are not recommended for survey control.
 KV1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1701.See file dsdata.txt to determine how the superseded data were derived.
 KV1701
 KV1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK862907(NAD 83)
 KV1701_MARKER: Q = CHISELED SQUARE
 KV1701_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV1701+WITH SETTING: PAVEMENT
 KV1701_SP_SET: SIGNAL BASE
 KV1701_MARK LOGO: NONE  
 KV1701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1701_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1701+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1989
 KV1701
 KV1701  HISTORY     - Date     Condition        Report By
 KV1701  HISTORY     - 1935     MONUMENTED       CGS
 KV1701  HISTORY     - 1956     GOOD             CGS
 KV1701  HISTORY     - 19891010 POOR             NJGS
 KV1701
 KV1701                          STATION DESCRIPTION
 KV1701
 KV1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1701'3.7 MI NW FROM MILFORD.
 KV1701'3.7 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV1701'STATION AT MILFORD, AT A ROAD CROSSING (ROADS LEADS SOUTHWEST
 KV1701'TO A NEW JERSEY POWER AND LIGHT CO GENERATING PLANT) ON TOP OF
 KV1701'THE SOUTHEAST CORNER OF A CONCRETE BASE SUPPORTING A SIGNAL
 KV1701'LIGHT, 14 FEET WEST OF THE CENTER LINE OF THE ROAD, 10.2 FEET
 KV1701'NORTH OF THE NORTH RAIL AND 1-FOOT ABOVE THE LEVEL OF THE TRACK.
 KV1701
 KV1701                          STATION RECOVERY (1989)
 KV1701
 KV1701'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV1701'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1701'6.7 KM (4.15 MI) WEST ALONG SPRING GARDEN STREET, COUNTY ROAD 627,
 KV1701'FROM THE INTERSECTION WITH BRIDGE STREET IN MILFORD, ALSO 2.3 KM
 KV1701'(1.45 MI) SOUTH OF THE CROSSROADS AT HOLLAND CHURCH TO THE ENTRANCE
 KV1701'ROAD OF THE GILBERT GENERATING PLANT, THEN SOUTH 0.48 KM (0.30 MI)
 KV1701'ALONG THE ENTRANCE ROAD TO THE MARK ON THE RIGHT, A CHISELED SQUARE ON
 KV1701'THE SOUTHEAST CORNER OF THE BASE OF THE SIGNAL, 3.0 M (9.8 FT) NORTH
 KV1701'OF THE TRACK, AND 4.3 M (14.1 FT) WEST OF THE CENTERLINE OF THE ROAD.
 KV1701'THE BASE OF THE SIGNAL LIGHT APPEARS TO BE OUT OF LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1118 ***********************************************************************
 KV1118  DESIGNATION -  CHISELED SQUARE
 KV1118  PID         -  KV1118
 KV1118  STATE/COUNTY-  NJ/HUNTERDON
 KV1118  USGS QUAD   -  STOCKTON (1981)
 KV1118
 KV1118                         *CURRENT SURVEY CONTROL
 KV1118  ___________________________________________________________________
 KV1118* NAD 83(1986)-  40 24 20.     (N)    074 58 42.     (W)     SCALED    
 KV1118* NAVD 88     -        23.945  (meters)      78.56   (feet)  ADJUSTED  
 KV1118  ___________________________________________________________________
 KV1118  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KV1118  DYNAMIC HT  -          23.934 (meters)      78.52  (feet)  COMP
 KV1118  MODELED GRAV-     980,148.4   (mgal)                       NAVD 88
 KV1118
 KV1118  VERT ORDER  -  SECOND    CLASS 0
 KV1118
 KV1118.The horizontal coordinates were scaled from a topographic map and have
 KV1118.an estimated accuracy of +/- 6 seconds.
 KV1118
 KV1118.The orthometric height was determined by differential leveling
 KV1118.and adjusted by the National Geodetic Survey in June 1991..
 KV1118
 KV1118.The geoid height was determined by GEOID03.
 KV1118
 KV1118.The dynamic height is computed by dividing the NAVD 88
 KV1118.geopotential number by the normal gravity value computed on the
 KV1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1118.degrees latitude (g = 980.6199 gals.).
 KV1118
 KV1118.The modeled gravity was interpolated from observed gravity values.
 KV1118
 KV1118;                    North         East    Units  Estimated Accuracy
 KV1118;SPC NJ       -   174,650.      109,400.      MT  (+/- 180 meters Scaled)
 KV1118
 KV1118                          SUPERSEDED SURVEY CONTROL
 KV1118
 KV1118  NGVD 29 (??/??/??)   24.218  (m)           79.46   (f) ADJUSTED    2 0
 KV1118
 KV1118.Superseded values are not recommended for survey control.
 KV1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1118.See file dsdata.txt to determine how the superseded data were derived.
 KV1118
 KV1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK018727(NAD 83)
 KV1118_MARKER: Q = CHISELED SQUARE
 KV1118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1118_SP_SET: SIGNAL BASE
 KV1118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1118
 KV1118  HISTORY     - Date     Condition        Report By
 KV1118  HISTORY     - 1935     MONUMENTED       CGS
 KV1118  HISTORY     - 1956     GOOD             CGS
 KV1118
 KV1118                          STATION DESCRIPTION
 KV1118
 KV1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1118'AT STOCKTON.
 KV1118'AT STOCKTON, ON TOP OF THE WEST END OF A CONCRETE BASE SUPPORTING
 KV1118'A CROSSING SIGNAL, IN THE CENTER OF THE FIRST STREET CROSSING
 KV1118'NORTH OF THE STATION, 46.4 FEET NORTH OF THE NORTHWEST CORNER
 KV1118'OF THE STATION, 8.4 FEET EAST OF THE EAST RAIL AND 1 1/2 FOOT
 KV1118'ABOVE THE LEVEL OF THE TRACK.  NOTE-- THIS MARK IS NOT
 KV1118'POSITIVELY IDENTIFIED DUE TO THE DIFFERENCE IN PRESENT
 KV1118'MEASUREMENT AND OLD DESCRIPTION.  THE STATION MASTER WAS
 KV1118'CONTACTED AT STOCKTON AND HE DID NOT REMEMBER A CONCRETE BASE
 KV1118'150 FEET NORTH OF THE STATION AS MENTIONED IN THE OLD DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0648 ***********************************************************************
 JU0648  DESIGNATION -  CHISELED SQUARE
 JU0648  PID         -  JU0648
 JU0648  STATE/COUNTY-  NJ/SALEM
 JU0648  USGS QUAD   -  SALEM (1995)
 JU0648
 JU0648                         *CURRENT SURVEY CONTROL
 JU0648  ___________________________________________________________________
 JU0648* NAD 83(1986)-  39 32 54.     (N)    075 24 52.     (W)     SCALED    
 JU0648* NAVD 88     -         0.854  (meters)       2.80   (feet)  POSTED    
 JU0648  ___________________________________________________________________
 JU0648  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JU0648  DYNAMIC HT  -           0.850 (meters)       2.79  (feet)  COMP
 JU0648  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 JU0648
 JU0648  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JU0648
 JU0648.The horizontal coordinates were scaled from a topographic map and have
 JU0648.an estimated accuracy of +/- 6 seconds.
 JU0648
 JU0648.The orthometric height was determined by differential leveling
 JU0648.and adjusted by the National Geodetic Survey in 1992..
 JU0648.No vertical observational check was made to the station.
 JU0648.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JU0648.was located on a no-check spur therefore a value was not computed.
 JU0648
 JU0648.The geoid height was determined by GEOID03.
 JU0648
 JU0648.The dynamic height is computed by dividing the NAVD 88
 JU0648.geopotential number by the normal gravity value computed on the
 JU0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0648.degrees latitude (g = 980.6199 gals.).
 JU0648
 JU0648.The modeled gravity was interpolated from observed gravity values.
 JU0648
 JU0648;                    North         East    Units  Estimated Accuracy
 JU0648;SPC NJ       -    79,770.       71,410.      MT  (+/- 180 meters Scaled)
 JU0648
 JU0648                          SUPERSEDED SURVEY CONTROL
 JU0648
 JU0648  NGVD 29 (??/??/??)    1.197  (m)            3.93   (f) ADJUSTED    1 2
 JU0648
 JU0648.Superseded values are not recommended for survey control.
 JU0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0648.See file dsdata.txt to determine how the superseded data were derived.
 JU0648
 JU0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ643777(NAD 83)
 JU0648_MARKER: Q = CHISELED SQUARE
 JU0648_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0648_SP_SET: PIER
 JU0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0648
 JU0648  HISTORY     - Date     Condition        Report By
 JU0648  HISTORY     - UNK      MONUMENTED       RBNF
 JU0648  HISTORY     - 1930     GOOD             CGS
 JU0648  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU0648
 JU0648                          STATION DESCRIPTION
 JU0648
 JU0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0648'AT QUINTON.
 JU0648'AT QUINTON, SALEM COUNTY, ON STATE HIGHWAY 49, AT THE HIGHWAY
 JU0648'BRIDGE OVER ALLAWAY CREEK, AND ON THE TOP OF THE NORTHWEST PIER.
 JU0648'A CHISELED SQUARE.  NOTE-- IT WAS REPORTED IN OCTOBER 1934 THAT
 JU0648'THIS MARK IS ABOUT 3 FEET LOWER THAN THE SIDEWALK ACROSS THE BRIDGE.
 JU0648'TO REACH IT, ONE MUST SCALE THE CONCRETE RAILING AND LOWER ONESELF
 JU0648'ABOUT 8 FEET TO THE TOP OF THE BRIDGE PIER.  WITH A SMALL LADDER
 JU0648'THIS CAN QUITE EASILY BY DONE.
 JU0648
 JU0648                          STATION RECOVERY (1946)
 JU0648
 JU0648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 JU0648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1226 ***********************************************************************
 KV1226  DESIGNATION -  CHISELED SQUARE 1
 KV1226  PID         -  KV1226
 KV1226  STATE/COUNTY-  NJ/MORRIS
 KV1226  USGS QUAD   -  DOVER (1981)
 KV1226
 KV1226                         *CURRENT SURVEY CONTROL
 KV1226  ___________________________________________________________________
 KV1226* NAD 83(1986)-  40 53 48.     (N)    074 34 10.     (W)     SCALED    
 KV1226* NAVD 88     -       186.860  (meters)     613.06   (feet)  ADJUSTED  
 KV1226  ___________________________________________________________________
 KV1226  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KV1226  DYNAMIC HT  -         186.776 (meters)     612.78  (feet)  COMP
 KV1226  MODELED GRAV-     980,170.5   (mgal)                       NAVD 88
 KV1226
 KV1226  VERT ORDER  -  SECOND    CLASS 0
 KV1226
 KV1226.The horizontal coordinates were scaled from a topographic map and have
 KV1226.an estimated accuracy of +/- 6 seconds.
 KV1226
 KV1226.The orthometric height was determined by differential leveling
 KV1226.and adjusted by the National Geodetic Survey in June 1991..
 KV1226
 KV1226.The geoid height was determined by GEOID03.
 KV1226
 KV1226.The dynamic height is computed by dividing the NAVD 88
 KV1226.geopotential number by the normal gravity value computed on the
 KV1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1226.degrees latitude (g = 980.6199 gals.).
 KV1226
 KV1226.The modeled gravity was interpolated from observed gravity values.
 KV1226
 KV1226;                    North         East    Units  Estimated Accuracy
 KV1226;SPC NJ       -   229,080.      144,150.      MT  (+/- 180 meters Scaled)
 KV1226
 KV1226                          SUPERSEDED SURVEY CONTROL
 KV1226
 KV1226  NGVD 29 (??/??/??)  187.095  (m)          613.83   (f) ADJUSTED    2 0
 KV1226
 KV1226.Superseded values are not recommended for survey control.
 KV1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1226.See file dsdata.txt to determine how the superseded data were derived.
 KV1226
 KV1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL362273(NAD 83)
 KV1226_MARKER: Q = CHISELED SQUARE
 KV1226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1226_SP_SET: BRIDGE
 KV1226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1226
 KV1226  HISTORY     - Date     Condition        Report By
 KV1226  HISTORY     - UNK      MONUMENTED       CGS
 KV1226  HISTORY     - 1935     GOOD             CGS
 KV1226
 KV1226                          STATION DESCRIPTION
 KV1226
 KV1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1226'1.8 MI E FROM CHESTER.
 KV1226'1.8 MILES EAST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1226'RAILROAD FROM THE CROSSING OF THE CENTRAL RAILROAD CO. OF NEW
 KV1226'JERSEY TRACK AT CHESTER, MORRIS COUNTY, 1 MILE NORTHWEST OF
 KV1226'DOVER, 525 FEET SOUTHWEST OF A POWER PLANT, AND ON THE TOP OF
 KV1226'THE NORTHWEST CORNER OF A CONCRETE BRIDGE.  A CHISELED SQUARE.
 KV1226'NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE
 KV1226'ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE
 KV1226'LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1228 ***********************************************************************
 KV1228  DESIGNATION -  CHISELED SQUARE 2
 KV1228  PID         -  KV1228
 KV1228  STATE/COUNTY-  NJ/MORRIS
 KV1228  USGS QUAD   -  DOVER (1981)
 KV1228
 KV1228                         *CURRENT SURVEY CONTROL
 KV1228  ___________________________________________________________________
 KV1228* NAD 83(1986)-  40 53 00.     (N)    074 33 24.     (W)     SCALED    
 KV1228* NAVD 88     -       174.177  (meters)     571.45   (feet)  ADJUSTED  
 KV1228  ___________________________________________________________________
 KV1228  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KV1228  DYNAMIC HT  -         174.099 (meters)     571.19  (feet)  COMP
 KV1228  MODELED GRAV-     980,175.4   (mgal)                       NAVD 88
 KV1228
 KV1228  VERT ORDER  -  SECOND    CLASS 0
 KV1228
 KV1228.The horizontal coordinates were scaled from a topographic map and have
 KV1228.an estimated accuracy of +/- 6 seconds.
 KV1228
 KV1228.The orthometric height was determined by differential leveling
 KV1228.and adjusted by the National Geodetic Survey in June 1991..
 KV1228
 KV1228.The geoid height was determined by GEOID03.
 KV1228
 KV1228.The dynamic height is computed by dividing the NAVD 88
 KV1228.geopotential number by the normal gravity value computed on the
 KV1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1228.degrees latitude (g = 980.6199 gals.).
 KV1228
 KV1228.The modeled gravity was interpolated from observed gravity values.
 KV1228
 KV1228;                    North         East    Units  Estimated Accuracy
 KV1228;SPC NJ       -   227,590.      145,220.      MT  (+/- 180 meters Scaled)
 KV1228
 KV1228                          SUPERSEDED SURVEY CONTROL
 KV1228
 KV1228  NGVD 29 (??/??/??)  174.418  (m)          572.24   (f) ADJUSTED    2 0
 KV1228
 KV1228.Superseded values are not recommended for survey control.
 KV1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1228.See file dsdata.txt to determine how the superseded data were derived.
 KV1228
 KV1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL373259(NAD 83)
 KV1228_MARKER: Q = CHISELED SQUARE
 KV1228_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1228_SP_SET: BRIDGE HEADWALL
 KV1228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1228
 KV1228  HISTORY     - Date     Condition        Report By
 KV1228  HISTORY     - UNK      MONUMENTED       CGS
 KV1228  HISTORY     - 1935     GOOD             CGS
 KV1228
 KV1228                          STATION DESCRIPTION
 KV1228
 KV1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1228'3.1 MI E FROM CHESTER.
 KV1228'3.1 MILES EAST ALONG THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 KV1228'FROM THE CROSSING OF THE CENTRAL RAILROAD CO. OF NEW JERSEY TRACK
 KV1228'AT CHESTER, MORRIS COUNTY, AND ON THE CENTER OF THE TOP OF THE
 KV1228'CONCRETE HEADWALL OF A BRIDGE.  A CHISELED SQUARE.  NOTE-- THE
 KV1228'DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE
 KV1228'LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA
 KV1228'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0687 ***********************************************************************
 KV0687  DESIGNATION -  CHISELED SQUARE A
 KV0687  PID         -  KV0687
 KV0687  STATE/COUNTY-  NJ/ESSEX
 KV0687  USGS QUAD   -  ELIZABETH (1995)
 KV0687
 KV0687                         *CURRENT SURVEY CONTROL
 KV0687  ___________________________________________________________________
 KV0687* NAD 83(1986)-  40 44 54.     (N)    074 10 27.     (W)     SCALED    
 KV0687* NAVD 88     -        19.043  (meters)      62.48   (feet)  ADJUSTED  
 KV0687  ___________________________________________________________________
 KV0687  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KV0687  DYNAMIC HT  -          19.035 (meters)      62.45  (feet)  COMP
 KV0687  MODELED GRAV-     980,219.1   (mgal)                       NAVD 88
 KV0687
 KV0687  VERT ORDER  -  SECOND    CLASS 0
 KV0687
 KV0687.The horizontal coordinates were scaled from a topographic map and have
 KV0687.an estimated accuracy of +/- 6 seconds.
 KV0687
 KV0687.The orthometric height was determined by differential leveling
 KV0687.and adjusted by the National Geodetic Survey in June 1991..
 KV0687
 KV0687.The geoid height was determined by GEOID03.
 KV0687
 KV0687.The dynamic height is computed by dividing the NAVD 88
 KV0687.geopotential number by the normal gravity value computed on the
 KV0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0687.degrees latitude (g = 980.6199 gals.).
 KV0687
 KV0687.The modeled gravity was interpolated from observed gravity values.
 KV0687
 KV0687;                    North         East    Units  Estimated Accuracy
 KV0687;SPC NJ       -   212,650.      177,520.      MT  (+/- 180 meters Scaled)
 KV0687
 KV0687                          SUPERSEDED SURVEY CONTROL
 KV0687
 KV0687  NGVD 29 (??/??/??)   19.374  (m)           63.56   (f) ADJUSTED    2 0
 KV0687
 KV0687.Superseded values are not recommended for survey control.
 KV0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0687.See file dsdata.txt to determine how the superseded data were derived.
 KV0687
 KV0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL697111(NAD 83)
 KV0687_MARKER: Q = CHISELED SQUARE
 KV0687_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0687_SP_SET: UNDERPASS
 KV0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0687
 KV0687  HISTORY     - Date     Condition        Report By
 KV0687  HISTORY     - 1935     MONUMENTED       CGS
 KV0687  HISTORY     - 1935     GOOD             CGS
 KV0687  HISTORY     - 19940823 MARK NOT FOUND   USPSQD
 KV0687
 KV0687                          STATION DESCRIPTION
 KV0687
 KV0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0687'AT NEWARK.
 KV0687'AT NEWARK, ESSEX COUNTY, NORTH OF THE DELAWARE, LACKAWANNA
 KV0687'WESTERN RAILROAD STATION AT THE FIRST STEEL STREET UNDERPASS, ON THE
 KV0687'TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE, AND OPPOSITE
 KV0687'BENCH MARK N 20 DESCRIBED ABOVE.  A CHISELED SQUARE.  NOTE-- THE
 KV0687'DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE
 KV0687'LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE
 KV0687'LACKAWANNA RAILROAD.
 KV0687
 KV0687                          STATION RECOVERY (1994)
 KV0687
 KV0687'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5291 ***********************************************************************
 KV5291  DESIGNATION -  CHRISTOPHER 2
 KV5291  PID         -  KV5291
 KV5291  STATE/COUNTY-  NJ/OCEAN
 KV5291  USGS QUAD   -  LAKEWOOD (1989)
 KV5291
 KV5291                         *CURRENT SURVEY CONTROL
 KV5291  ___________________________________________________________________
 KV5291* NAD 83(1996)-  40 04 11.21089(N)    074 11 59.01569(W)     ADJUSTED  
 KV5291* NAVD 88     -        40.8    (meters)     134.     (feet)  GPS OBS   
 KV5291  ___________________________________________________________________
 KV5291  X           -   1,330,854.678 (meters)                     COMP
 KV5291  Y           -  -4,703,055.060 (meters)                     COMP
 KV5291  Z           -   4,083,923.050 (meters)                     COMP
 KV5291  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 KV5291  ELLIP HEIGHT-           7.92  (meters)          (10/23/02) GPS OBS
 KV5291  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV5291
 KV5291  HORZ ORDER  -  FIRST
 KV5291  ELLP ORDER  -  FOURTH    CLASS I
 KV5291
 KV5291.The horizontal coordinates were established by GPS observations
 KV5291.and adjusted by the National Geodetic Survey in May 1999..
 KV5291
 KV5291.The orthometric height was determined by GPS observations and a
 KV5291.high-resolution geoid model.
 KV5291
 KV5291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5291
 KV5291.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5291
 KV5291.The ellipsoidal height was determined by GPS observations
 KV5291.and is referenced to NAD 83.
 KV5291
 KV5291.The geoid height was determined by GEOID03.
 KV5291
 KV5291;                    North         East     Units Scale Factor Converg.
 KV5291;SPC NJ       -   137,304.970   175,612.844   MT  0.99990807   +0 11 35.9
 KV5291;SPC NJ       -   450,474.72    576,156.47   sFT  0.99990807   +0 11 35.9
 KV5291;UTM  18      - 4,435,809.048   568,241.898   MT  0.99965733   +0 30 54.6
 KV5291
 KV5291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5291!SPC NJ       -   0.99999876  x   0.99990807  =   0.99990683
 KV5291!UTM  18      -   0.99999876  x   0.99965733  =   0.99965609
 KV5291
 KV5291:                Primary Azimuth Mark                     Grid Az
 KV5291:SPC NJ       -  CHRISTOPHER 2 RM 3 AZIMUTH               027 02 48.7
 KV5291:UTM  18      -  CHRISTOPHER 2 RM 3 AZIMUTH               026 43 30.0
 KV5291
 KV5291|---------------------------------------------------------------------|
 KV5291| PID    Reference Object                     Distance      Geod. Az  |
 KV5291|                                                           dddmmss.s |
 KV5291| CB5775 CHRISTOPHER 2 RM 3 AZIMUTH                         0271424.6 |
 KV5291| KV5293 US RESET                            103.237 METERS 05523     |
 KV5291| KV5279 POINT PLEASANT STANDPIPE            APPROX.13.2 KM 0811604.6 |
 KV5291| KV5278 POINT PLEASANT MUNICIPAL TANK       APPROX.13.2 KM 0820049.0 |
 KV5291| CB5773 CHRISTOPHER 2 RM 1                   30.093 METERS 12224     |
 KV5291| JU2587 LAVALLETTE STANDPIPE                APPROX.15.7 KM 1353846.4 |
 KV5291| JU2600 SEASIDE HEIGHTS STANDPIPE           APPROX.17.5 KM 1431833.3 |
 KV5291| JU2658 ISLAND HEIGHTS STANDPIPE            APPROX.14.8 KM 1620656.7 |
 KV5291| KV5304 SMALL TK ON W END LARGE HANGAR      APPROX.11.0 KM 2455505.5 |
 KV5291| KV5302 LAKEHURST AIRPORT PWR HSE STK       APPROX.10.6 KM 2475950.7 |
 KV5291| KV5303 LAKEHURST USN AIR STA HIGH TK       APPROX.10.8 KM 2481323.4 |
 KV5291| CB5774 CHRISTOPHER 2 RM 2                   73.945 METERS 25650     |
 KV5291|---------------------------------------------------------------------|
 KV5291
 KV5291                          SUPERSEDED SURVEY CONTROL
 KV5291
 KV5291  ELLIP H (05/14/99)    7.90   (m)                       GP(       ) 4 1
 KV5291  NAD 83(1992)-  40 04 11.20954(N)    074 11 59.01850(W) AD(       ) 1
 KV5291  ELLIP H (04/25/94)    7.99   (m)                       GP(       ) 3 1
 KV5291  NAD 83(1986)-  40 04 11.21110(N)    074 11 59.01923(W) AD(       ) 1
 KV5291  ELLIP H (03/31/93)    8.04   (m)                       GP(       ) 3 2
 KV5291  NAD 83(1986)-  40 04 11.20540(N)    074 11 59.01231(W) AD(       ) 1
 KV5291  NAD 27      -  40 04 10.79100(N)    074 12 00.48700(W) AD(       ) 1
 KV5291
 KV5291.Superseded values are not recommended for survey control.
 KV5291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5291.See file dsdata.txt to determine how the superseded data were derived.
 KV5291
 KV5291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6824235809(NAD 83)
 KV5291_MARKER: DS = TRIANGULATION STATION DISK
 KV5291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5291_SP_SET: CONCRETE POST
 KV5291_STAMPING: CHRISTOPHER 2 1932
 KV5291_MARK LOGO: CGS   
 KV5291_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5291+STABILITY: SURFACE MOTION
 KV5291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5291+SATELLITE: SATELLITE OBSERVATIONS - December 09, 1993
 KV5291
 KV5291  HISTORY     - Date     Condition        Report By
 KV5291  HISTORY     - 1932     MONUMENTED       CGS
 KV5291  HISTORY     - 1932     GOOD             CGS
 KV5291  HISTORY     - 1934     GOOD             CGS
 KV5291  HISTORY     - 1934     GOOD             NJGS
 KV5291  HISTORY     - 1935     GOOD             NJGS
 KV5291  HISTORY     - 1944     GOOD             CGS
 KV5291  HISTORY     - 1947     GOOD             CGS
 KV5291  HISTORY     - 1976     GOOD             NGS
 KV5291  HISTORY     - 19910222 GOOD             NJGS
 KV5291  HISTORY     - 19910601 GOOD             NJGS
 KV5291  HISTORY     - 19930225 GOOD             NJHA
 KV5291  HISTORY     - 19931209 GOOD             NJGS
 KV5291
 KV5291                          STATION DESCRIPTION
 KV5291
 KV5291'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 KV5291'STATION IS IN EVERGREEN CEMETERY, 1-1/2 MILES SE OF LAKEWOOD,
 KV5291'NEW JERSEY, ON THE W SIDE OF THE CEMETERY, NEAR A SMALL HOUSE
 KV5291'AND AN OLD WINDMILL TOWER.  FROM LAKEWOOD GO S 1-1/2 MILES FROM
 KV5291'HIGHWAY 35 AND MAIN STREET ON HIGHWAY 9 TO PAUL KIMBALL
 KV5291'HOSPITAL.  TURN LEFT JUST BEYOND HOSPITAL AND GO E 1 MILE ON
 KV5291'DIRT ROAD TO EVERGREEN CEMETERY.  STATION IS IN W EDGE OF
 KV5291'CEMETERY 14 METERS WSW OF CEMETERY ROAD.  7.6 METERS SSE OF SE
 KV5291'LEG OF WINDMILL TOWER.  7.9 METERS SE OF SW LEG OF WINDMILL
 KV5291'TOWER.  23.2 METERS SW OF GRANITE STONE MARKED PUGSLEY.
 KV5291'
 KV5291'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5291'DISKS SET IN CONCRETE.
 KV5291'
 KV5291'REFERENCE MARK NO. 1 IS SE OF STATION, 7.3 METERS S OF
 KV5291'CENTER LINE OF CEMETERY ROAD, 27.7 METERS S OF GRANITE STONE
 KV5291'MARKED PUGSLEY.
 KV5291'
 KV5291'REFERENCE MARK NO. 2 IS SW OF STATION APPROXIMATELY 21 METERS
 KV5291'NW OF EDGE OF TIMBER.
 KV5291'
 KV5291'REFERENCE MARK NO. 3 IS N OF TRIANGULATION STATION.
 KV5291'
 KV5291'A DIRECT CONNECTION WAS MADE TO A 4-INCH SQUARE MARBLE POST
 KV5291'MARKED U.S. 1910.  THIS POST IS IN THE ROADWAY FLUSH WITH
 KV5291'SURFACE, 10 METERS S OF GRANITE STONE MARKED BRADSHAW.
 KV5291'
 KV5291'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 KV5291
 KV5291                          STATION RECOVERY (1932)
 KV5291
 KV5291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 KV5291'RECOVERED IN GOOD CONDITION.
 KV5291
 KV5291                          STATION RECOVERY (1934)
 KV5291
 KV5291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5291'RECOVERED AS DESCRIBED.  STATION AND REFERENCE MARKS IN GOOD
 KV5291'CONDITION.  ORIGINAL DESCRIPTION ADEQUATE AND CORRECT EXCEPT
 KV5291'WINDMILL REFERRED TO HAS BEEN TORN DOWN AND A DEEP HOLE MARKS
 KV5291'ITS SITE.  A 60-FOOT STRUCTURE WAS NEEDED TO SEE ALL STATIONS.
 KV5291
 KV5291                          STATION RECOVERY (1934)
 KV5291
 KV5291'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1934
 KV5291'RECOVERED IN GOOD CONDITION.
 KV5291'
 KV5291'DISTANCE TO REFERENCE MARK NO. 2 MEASURED 242.55 FEET INSTEAD
 KV5291'OF 342.55 FEET AS ORIGINALLY DESCRIBED.
 KV5291'
 KV5291'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 3/4 MILE DISTANT
 KV5291'INSTEAD OF 1/3 MILE AS ORIGINALLY DESCRIBED.  SIGHT TO REFERENCE
 KV5291'MARK NO. 3 WAS FOUND OBSTRUCTED BY 10-INCH PINE ON LINE, WHICH
 KV5291'HAD TO BE REMOVED, AND BY BRANCHES OF HIGH TREES WHICH HAD TO
 KV5291'BE TRIMMED.
 KV5291
 KV5291                          STATION RECOVERY (1935)
 KV5291
 KV5291'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1935
 KV5291'STATION AND REFERENCE MARKS NOS. 1 AND 2, AND SQUARE MARBLE POST
 KV5291'U.S. 1910 RECOVERED IN GOOD SCONDITION, AS DESCRIBED.
 KV5291'
 KV5291'REFERENCE MARK NO. 3 IS (APPROXIMATELY) 3/4 MILE IN A NORTHERLY
 KV5291'DIRECTION FROM STATION INSTEAD OF 1/3 MILE (APPROXIMATELY), AS
 KV5291'GIVEN IN DESCRIPTION.
 KV5291
 KV5291                          STATION RECOVERY (1944)
 KV5291
 KV5291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (LGS)
 KV5291'THE STATION WAS RECOVERED AS DESCRIBED IN 1932 BY C.D.M. AND
 KV5291'ALL MARKS WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 KV5291'FOLLOWS.  THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHEAST
 KV5291'OF THE TOWN OF LAKEWOOD, 60 FEET WEST OF THE SOUTHWEST CORNER
 KV5291'OF THE EVERGREEN CEMETERY.  THE OLD WINDMILL REFERRED TO IN
 KV5291'THE ORIGINAL DESCRIPTION HAS BEEN TORN DOWN.  THE MARK PROJECTS
 KV5291'8 INCHES AND THE DISK IS STAMPED CHRISTOPHER 2 1932.
 KV5291'
 KV5291'REFERENCE MARK NO. 1 IS 30.093 METERS (98.73 FEET) SOUTHEAST
 KV5291'OF THE STATION, 42 FEET SOUTH OF KARL EDSON TOMB STONE.  THE
 KV5291'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CHRISTOPHER 2
 KV5291'1932.
 KV5291'
 KV5291'REFERENCE MARK NO. 2 IS 73.945 METERS (242.60 FEET) SOUTHWEST
 KV5291'OF THE STATION.  IT IS NEAR THE BASE OF THE NEXT HILL SOUTHWEST
 KV5291'AND IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION
 KV5291'MARK.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 KV5291'CHRISTOPHER 2 NO. 2 1932.
 KV5291'
 KV5291'THE AZIMUTH MARK IS 0.75 MILE NORTH OF THE STATION AND AT
 KV5291'THE DEAD END OF A NORTH-SOUTH GRADED SANDY ROAD, 23 FEET NORTH
 KV5291'OF THE APPROXIMATE CENTERLINE OF AN EAST-WEST MACADAM ROAD.  IT
 KV5291'IS ABOUT 60 YARDS WEST OF A ONE STORY FARM HOUSE.  THE MARK
 KV5291'PROJECTS 5 INCHES AND THE DISK IS STAMPED CHRISTOPHER 2 NO. 3
 KV5291'1932.  THE DISK IS A STANDARD REFERENCE MARK DISK.
 KV5291'
 KV5291'THE U.S. 1910 GRANITE POST REFERRED TO IN THE OLD DESCRIPTION
 KV5291'COULD NOT BE FOUND AND IT IS BELIEVED DESTROYED.
 KV5291'
 KV5291'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 9 AND
 KV5291'STATE HIGHWAY 35 IN THE WESTERN SECTION OF LAKEWOOD, GO SOUTH
 KV5291'ON U.S. HIGHWAY 9 FOR 1.25 MILES TO THE PAUL KIMBALL HOSPITAL
 KV5291'ON THE RIGHT.  CONTINUE ON SOUTH JUST BEYOND THE HOSPITAL TO A
 KV5291'CROSS ROAD, HERE TURN LEFT AND GO EAST FOR 1.0 MILES TO THE
 KV5291'EVERGREEN CEMETERY ON THE RIGHT AND STATION AS DESCRIBED.
 KV5291'
 KV5291'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A
 KV5291'SANDY ROAD FOR 0.75 MILE TO THE INTERSECTION OF A T ROAD AND
 KV5291'THE MARK STRAIGHT AHEAD AS DESCRIBED.
 KV5291'
 KV5291'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 KV5291
 KV5291                          STATION RECOVERY (1947)
 KV5291
 KV5291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CRR)
 KV5291'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 KV5291'WINDMILL BASE IS STILL IN PLACE, THE STRUCTURE HAS BEEN TORN
 KV5291'DOWN.  THE STATION WAS NOT OCCUPIED AS A TOWER WOULD BE REQUIRED
 KV5291'TO SEE THE TOWERS.
 KV5291
 KV5291                          STATION RECOVERY (1976)
 KV5291
 KV5291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KV5291'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KV5291'CONDITION AS PREVIOUSLY DESCRIBED.  THE DISTANCE TO THE
 KV5291'REFERENCE MARKS WERE CHECKED AND WERE FOUND TO BE WITHIN CLOSE
 KV5291'AGREEMENT WITH THE PREVIOUS DESCRIPTION.
 KV5291'
 KV5291'ADDITIONAL INFORMATION ON THE AZIMUTH MARK FOLLOWS.
 KV5291'
 KV5291'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHRISTOPHER 2 NO 3
 KV5291'1932 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 KV5291'PROJECTS 3-INCHES.  IT IS 49 FEET NORTHWEST OF A POWERLINE
 KV5291'POLE NUMBERED BT653LD, 23 FEET NORTH OF THE T-INTERSECTION OF
 KV5291'CEDARBROOK AVENUE AND LAFAYETTE AVENUE AND 1.5 FEET EAST OF A
 KV5291'WITNESS POST.
 KV5291'
 KV5291'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5291'1-1/2 MILES SOUTHEAST OF LAKEWOOD.
 KV5291
 KV5291                          STATION RECOVERY (1991)
 KV5291
 KV5291'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5291'THE STATION IS LOCATED IN LAKEWOOD TOWNSHIP, IN THE EVERGREEN
 KV5291'CEMETERY.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 9
 KV5291'AND STATE ROUTE 88, PROCEED SOUTH ON U.S. HIGHWAY 9 TO THE JUNCTION
 KV5291'WITH SPRUCE STREET ON THE LEFT.  SAID JUNCTION IS SOUTHEAST OF THE
 KV5291'KIMBALL MEDICAL CENTER.  TURN LEFT AND GO 1.44 KM (0.89 MI) EAST ON
 KV5291'SPRUCE STREET TO THE CEMETERY GATES, CONTINUE THROUGH THE GATES,
 KV5291'STAYING TO THE RIGHT FOR 0.16 KM (0.10 MI) ON THE ROAD TO THE
 KV5291'SOUTHWEST CORNER OF THE CEMETERY AND THE STATION ON THE RIGHT, AT THE
 KV5291'EDGE OF THE WOODS.  THE STATION IS 22.8 M (74.8 FT) SOUTHWEST OF A
 KV5291'GRANITE BURIAL STONE MARKED PUGSLEY, 13.9 M (45.6 FT) WEST OF THE
 KV5291'CENTERLINE OF THE PAVED ROAD CIRCLING THE CEMETERY, 0.6 M (2.0 FT)
 KV5291'EAST OF A CARSONITE WITNESS POST, PROJECTING 0.2 M (0.7 FT) ABOVE THE
 KV5291'GROUND.
 KV5291
 KV5291                          STATION RECOVERY (1991)
 KV5291
 KV5291'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5291'RECOVERED IN GOOD CONDITION.
 KV5291
 KV5291                          STATION RECOVERY (1993)
 KV5291
 KV5291'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 KV5291'RECOVERED IN GOOD CONDITION.
 KV5291
 KV5291                          STATION RECOVERY (1993)
 KV5291
 KV5291'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (ECB)
 KV5291'THE STATION IS LOCATED IN LAKEWOOD TOWNSHIP ON THE GROUNDS OF THE
 KV5291'EVERGREEN CEMETERY.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 KV5291'HIGHWAY 9 AND STATE ROUTE 88, GO SOUTH ON U.S. HIGHWAY 9 TO THE
 KV5291'JUNCTION WITH SPRUCE STREET ON THE LEFT, JUST SOUTHEAST OF THE KIMBALL
 KV5291'MEDICAL CENTER.  TURN LEFT AND GO 1.44 KM (0.90 MI) EAST ON SPRUCE
 KV5291'STREET TO THE CEMETERY GATES, CONTINUE THROUGH THE GATES, STAYING TO
 KV5291'THE RIGHT FOR 0.16 KM (0.10 MI) ON THE ROAD TO THE SOUTHWEST CORNER OF
 KV5291'THE CEMETERY AND THE STATION ON THE RIGHT, AT THE EDGE OF THE WOODS.
 KV5291'THE STATION IS 22.8 M (74.8 FT) SOUTHWEST OF A GRANITE BURIAL STONE
 KV5291'MARKED PUGSLEY, 13.9 M (45.6 FT) WEST OF THE CENTERLINE OF THE PAVED
 KV5291'ROAD CIRCLING THE CEMETERY, 0.6 M (2.0 FT) EAST OF A CARSONITE WITNESS
 KV5291'POST, PROJECTING 0.2 M (0.7 FT) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4577 ***********************************************************************
 KV4577  DESIGNATION -  CHROME 1915
 KV4577  PID         -  KV4577
 KV4577  STATE/COUNTY-  NJ/MIDDLESEX
 KV4577  USGS QUAD   -  ARTHUR KILL (1981)
 KV4577
 KV4577                         *CURRENT SURVEY CONTROL
 KV4577  ___________________________________________________________________
 KV4577* NAD 83(1996)-  40 34 01.65015(N)    074 13 02.39173(W)     ADJUSTED  
 KV4577* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KV4577  ___________________________________________________________________
 KV4577  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 KV4577  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV4577
 KV4577  HORZ ORDER  -  SECOND
 KV4577
 KV4577.The horizontal coordinates were established by classical geodetic methods
 KV4577.and adjusted by the National Geodetic Survey in September 1999..
 KV4577
 KV4577.The orthometric height was scaled from a topographic map.
 KV4577
 KV4577.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4577
 KV4577.The geoid height was determined by GEOID03.
 KV4577
 KV4577;                    North         East     Units Scale Factor Converg.
 KV4577;SPC NJ       -   192,520.123   173,934.938   MT  0.99990705   +0 11 01.8
 KV4577;SPC NJ       -   631,626.44    570,651.54   sFT  0.99990705   +0 11 01.8
 KV4577;SPC NY L     -    44,491.841   281,595.598   MT  1.00000703   -0 08 31.7
 KV4577;SPC NY L     -   145,970.32    923,868.22   sFT  1.00000703   -0 08 31.7
 KV4577;UTM  18      - 4,490,999.939   566,252.735   MT  0.99965403   +0 30 32.5
 KV4577
 KV4577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4577!SPC NJ       -   1.00000451  x   0.99990705  =   0.99991155
 KV4577!SPC NY L     -   1.00000451  x   1.00000703  =   1.00001154
 KV4577!UTM  18      -   1.00000451  x   0.99965403  =   0.99965853
 KV4577
 KV4577:                Primary Azimuth Mark                     Grid Az
 KV4577:SPC NJ       -  CARTERET FOSTER WHEELER TANK             008 47 59.0
 KV4577:SPC NY L     -  CARTERET FOSTER WHEELER TANK             009 07 32.5
 KV4577:UTM  18      -  CARTERET FOSTER WHEELER TANK             008 28 28.3
 KV4577
 KV4577|---------------------------------------------------------------------|
 KV4577| PID    Reference Object                     Distance      Geod. Az  |
 KV4577|                                                           dddmmss.s |
 KV4577| KV4571 CARTERET FOSTER WHEELER TANK        APPROX. 1.4 KM 0085900.8 |
 KV4577| KV4566 CARTERET VA CAR CHEM CO TANK        APPROX. 2.6 KM 0102337.4 |
 KV4577| KV4570 CARTERET WARNER CHEMICAL STACK      APPROX. 1.8 KM 0120608.3 |
 KV4577| KV4556 ARTHUR KILL AMER CYANIMID TANK      APPROX. 3.5 KM 0164106.5 |
 KV4577| KV4633 TRAVIS S WILD LINOLEUM CO CHIM      APPROX. 2.6 KM 0361633.3 |
 KV4577| KV4589 NEW SPRINGVILLE PUMP STA CHIM       APPROX. 5.1 KM 0565646.6 |
 KV4577| KV4635 FRESH KILLS CONCRETE CHIMNEY        APPROX. 2.0 KM 0581654.0 |
 KV4577| KV4475 CASTLETON CORNERS PS 29 FLAG        APPROX.10.0 KM 0584651.5 |
 KV4577| KV4648 GREEN RIDGE DOLAN BRK WKS CHIM      APPROX. 3.4 KM 0895434.6 |
 KV4577| KV4649 GREEN RIDGE DOLAN BRK WKS STK       APPROX. 3.4 KM 0900427.2 |
 KV4577| KV4631 ROSSVILLE WBBR N RADIO MAST         APPROX. 2.7 KM 1512954.4 |
 KV4577| KV4632 ROSSVILLE WBBR S RADIO MAST         APPROX. 2.8 KM 1520513.6 |
 KV4577| KV4622 ROSSVILLE PUBLIC SCHOOL 31 FP       APPROX. 2.8 KM 1815544.2 |
 KV4577| KV4579 PORT READING READING CO S TANK      APPROX. 1.2 KM 2682217.9 |
 KV4577| KV4578 PORT READING READING CO N TANK      APPROX. 1.2 KM 2685627.6 |
 KV4577| KV4829 RAHWAY PHILA QUARTZ CO CHIMMEY      APPROX. 5.4 KM 2903901.0 |
 KV4577| KV4828 RAHWAY NJ REFORMATORY DOME          APPROX. 5.1 KM 3013616.8 |
 KV4577| KV4825 RAHWAY MERCK CO TANK                APPROX. 6.7 KM 3221719.2 |
 KV4577| KV4575 CARTERET ST ELIAS GREEK CH          APPROX. 0.9 KM 3331333.9 |
 KV4577| KV4573 CARTERET MAGYAR REFORMED CH         APPROX. 1.2 KM 3383608.6 |
 KV4577| KV4572 CARTERET GREEK CHURCH STEEPLE       APPROX. 1.2 KM 3482024.0 |
 KV4577| KV4568 CARTERET ST DEMETRIUS GREEK CH      APPROX. 1.9 KM 3513215.0 |
 KV4577| KV4569 CARTERET STEEPLE LATT WINDOWS       APPROX. 1.8 KM 3541711.2 |
 KV4577|---------------------------------------------------------------------|
 KV4577
 KV4577                          SUPERSEDED SURVEY CONTROL
 KV4577
 KV4577  NAD 83(1996)-  40 34 01.65014(N)    074 13 02.39177(W) AD(       ) 2
 KV4577  NAD 83(1986)-  40 34 01.65166(N)    074 13 02.38850(W) AD(       ) 2
 KV4577  NAD 27      -  40 34 01.27800(N)    074 13 03.86900(W) AD(       ) 2
 KV4577
 KV4577.Superseded values are not recommended for survey control.
 KV4577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4577.See file dsdata.txt to determine how the superseded data were derived.
 KV4577
 KV4577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6625391000(NAD 83)
 KV4577_MARKER: N = NAIL
 KV4577_SETTING: 0 = UNSPECIFIED SETTING
 KV4577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4577
 KV4577  HISTORY     - Date     Condition        Report By
 KV4577  HISTORY     - 1915     MONUMENTED       CGS
 KV4577  HISTORY     - 1931     SEE DESCRIPTION  CGS
 KV4577  HISTORY     - 1948     GOOD             CGS
 KV4577
 KV4577                          STATION DESCRIPTION
 KV4577
 KV4577'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (SF)
 KV4577'STATION IS ON THE W SIDE OF THE ARTHUR KILL IN THE BOROUGH OF
 KV4577'ROOSEVELT, MIDDLESEX COUNTY, NEW JERSEY.  IT IS ON THE RIDGE
 KV4577'OF THE MONITOR OF THE FORGE SHOP OF THE CHROME STEEL WORKS,
 KV4577'BETWEEN THE SECOND AND THIRD VENTILATORS, FROM THE W END OF THE
 KV4577'BUILDING, 6.53 FEET FROM THE THIRD VENTILATOR, 6.05 FEET FROM THE
 KV4577'N EDGE OF THE MONITOR ROOF, AND 6.33 FEET FROM THE S EDGE.
 KV4577'
 KV4577'THE STATION IS MARKED BY A COPPER NAIL DRIVEN IN THE ROOF.  A
 KV4577'SMALL HOLE IS DRILLED IN THE HEAD OF THE NAIL.
 KV4577
 KV4577                          STATION RECOVERY (1931)
 KV4577
 KV4577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4577'STATION RECOVERED IN GOOD CONDITION FROM ORIGINAL DESCRIPTION
 KV4577'BY CUTTING THROUGH NEW ROOFING AT THE INTERSECTION OF THE
 KV4577'ORIGINAL REFERENCE DISTANCES.  THE COPPER NAIL CENTER WAS
 KV4577'REPLACED AS NOTED IN THE FOLLOWING COMPLETE DESCRIPTION--
 KV4577'
 KV4577'THIS STATION IS ON THE W SIDE OF ARTHUR KILL, IN THE U.S. METAL
 KV4577'REFINING COMPANYS PLANT ON THE E EXTREMITY OF HUDSON STREET,
 KV4577'E OF ROOSEVELT AVENUE, IN THE LOCALITY KNOWN AS CHROME.  IT IS
 KV4577'LOCATED ATOP THE NORTHERNMOST BUILDING, CALLED THE SCRAP-METAL
 KV4577'PLANT, ALONG E-W BRICK STRUCTURE HAVING 8 PROMINENT MUSHROOM
 KV4577'VENTILATORS EVENLY SPACED THE LENGTH OF ITS GABLED RIDGE.  THE
 KV4577'STATION IS BETWEEN THE SECOND AND THIRD VENT FROM THE WESTWARD,
 KV4577'ON THE CREST OF THE RIDGE.
 KV4577'
 KV4577'A NEW CENTER MARK WAS ESTABLISHED EXACTLY OVER THE ORIGINAL
 KV4577'NAIL, A STANDARD C. AND G.S. BRONZE STATION DISK STAMPED CHROME
 KV4577'SET IN THE TOP OF A DOME-SHAPED CONCRETE MONUMENT (SECURED TO
 KV4577'THE HEAVY WOODEN ROOF BY LARGE NAILS).  NO REFERENCE MARKS WERE
 KV4577'PLACED.
 KV4577'
 KV4577'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4577'
 KV4577'TO JUNCTURE OF ROOF RIDGE AND METAL SIDE OF E VENTILATOR 2.01
 KV4577'METERS.
 KV4577'
 KV4577'TO JUNCTURE OF ROOF RIDGE AND METAL SIDE OF W VENTILATOR 9.29
 KV4577'METERS.
 KV4577'
 KV4577'TO S EDGE OF GABLED ROOF 1.89 METERS.
 KV4577'
 KV4577'TO N EDGE OF GABLED ROOF 1.82 METERS.
 KV4577'
 KV4577'THERE IS AMPLE ROOM AND FAIR FOOTING FOR A CENTRAL TRIPOD
 KV4577'SET-UP ON THE TAR AND GRAVEL ROOFING.  LEAD BLOCK FOOTINGS ARE
 KV4577'RECOMMENDED TO PROHIBIT LEG-SLIP.  THE HEAVY LOCOMOTIVE AND
 KV4577'CRANE OPERATING WITHIN THIS BUILDING MAY THROW THE INSTRUMENT
 KV4577'OUT OF LEVEL.  THE UNSTABLE WOODEN ROOF NECESSITATES AN OBSERVERS
 KV4577'PLATFORM.
 KV4577
 KV4577                          STATION RECOVERY (1948)
 KV4577
 KV4577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (ITS)
 KV4577'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY R.W.W. IN
 KV4577'1931.  IN ORDER TO PERMIT THE INSTALLATION OF A NEW ROOF, THE
 KV4577'MARK WAS TEMPORARILY REMOVED.  AS THE NEW ROOF IS MADE OF
 KV4577'CORRUGATED SHEETING, IT WAS NOT FEASIBLE TO SET THE ORIGINAL
 KV4577'CONCRETE MARKER BACK IN POSITION.  A NEW DESCRIPTION FOLLOWS--
 KV4577'
 KV4577'STATION IS ON THE W SIDE OF ARTHUR KILL, IN THE U.S. METAL
 KV4577'REFINING COMPANYS PLANT ON THE EXTREMITY OF HUDSON STREET,
 KV4577'CARTERET, NEW JERSEY.  IT IS LOCATED ON THE RIDGE OF THE ROOF
 KV4577'OF THE MOST N BUILDING CALLED THE SCRAP METAL PLANT, ABOUT 1/3
 KV4577'OF THE WAY IN FROM THE W END OF THE BUILDING.
 KV4577'
 KV4577'STATION MARK, STAMPED CHROME, IS A BRONZE STATION DISK WITH THE
 KV4577'SHANK REMOVED.  IT IS BOLTED TO A 12- BY 12-INCH IRON PLATE BY
 KV4577'TWO BRASS BOLTS.  THE IRON PLATE IS WELDED TO A 1-INCH IRON ROD
 KV4577'WHICH EXTENDS DOWNWARD THROUGH A SECOND IRON PLATE WHICH IS
 KV4577'SECURELY BOLTED TO TWO STEEL I-BEAMS.  THE SECOND PLATE IS ALSO
 KV4577'WELDED TO THE ROD.  THE ROD EXTENDS THROUGH A BEARING PLATE
 KV4577'BELOW THE BEAMS, AND IS HELD FIRMLY IN PLACE WITH A NUT ON THE
 KV4577'END OF THE ROD.
 KV4577'
 KV4577'THE STATION MARK IN THE EXACT POSITION OF THE FORMER MARK
 KV4577'PROJECTS ABOUT 4 INCHES ABOVE THE RIDGE OF THE BUILDING.
 KV4577'
 KV4577'THE FOLLOWING REFERENCE POINTS WERE MEASURED--IRON POWER LINE
 KV4577'POLE, CLOSEST AND W EDGE, 5.928 METERS S.  IRON HAND RAIL OF
 KV4577'LADDER, CLOSEST AND NW EDGE, 11.201 METERS SW.  IRON POWER-LINE
 KV4577'POLE, CLOSEST AND S EDGE, 24.941 METERS NW.  THE POWER-LINE
 KV4577'POLES HAVE I-BEAM CROSS SECTIONS WITH FACES APPROXIMATELY 6
 KV4577'INCHES ACROSS.  TO REACH THE STATION FROM ROOSEVELT HIGH SCHOOL
 KV4577'IN CARTERET, GO E AND S ON ROOSEVELT ROAD FOR 1.5 MILES TO
 KV4577'TRAFFIC LIGHT.  TURN LEFT AND FOLLOW HUDSON STREET FOR 0.75
 KV4577'MILE TO PLANT AND STATION OF THE SCRAP METAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4181 ***********************************************************************
 KV4181  DESIGNATION -  CIDER 1913
 KV4181  PID         -  KV4181
 KV4181  STATE/COUNTY-  NJ/ESSEX
 KV4181  USGS QUAD   -  ORANGE (1981)
 KV4181
 KV4181                         *CURRENT SURVEY CONTROL
 KV4181  ___________________________________________________________________
 KV4181* NAD 83(1996)-  40 48 19.08091(N)    074 08 25.61475(W)     ADJUSTED  
 KV4181* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4181  ___________________________________________________________________
 KV4181  LAPLACE CORR-           6.12  (seconds)                    DEFLEC99
 KV4181  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KV4181
 KV4181  HORZ ORDER  -  THIRD
 KV4181
 KV4181.The horizontal coordinates were established by classical geodetic methods
 KV4181.and adjusted by the National Geodetic Survey in September 1999..
 KV4181
 KV4181.The orthometric height was scaled from a topographic map.
 KV4181
 KV4181.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4181
 KV4181.The geoid height was determined by GEOID03.
 KV4181
 KV4181;                    North         East     Units Scale Factor Converg.
 KV4181;SPC NJ       -   218,990.129   180,336.767   MT  0.99991132   +0 14 05.9
 KV4181;SPC NJ       -   718,470.11    591,654.88   sFT  0.99991132   +0 14 05.9
 KV4181;SPC NY L     -    70,927.347   288,148.694   MT  0.99999520   -0 05 30.7
 KV4181;SPC NY L     -   232,700.80    945,367.84   sFT  0.99999520   -0 05 30.7
 KV4181;UTM  18      - 4,517,499.318   572,502.301   MT  0.99966470   +0 33 42.2
 KV4181
 KV4181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4181!SPC NJ       -   1.00000494  x   0.99991132  =   0.99991626
 KV4181!SPC NY L     -   1.00000494  x   0.99999520  =   1.00000014
 KV4181!UTM  18      -   1.00000494  x   0.99966470  =   0.99966964
 KV4181
 KV4181:                Primary Azimuth Mark                     Grid Az
 KV4181:SPC NJ       -  DANCE HALL FLAGPOLE                      027 12 25.9
 KV4181:SPC NY L     -  DANCE HALL FLAGPOLE                      027 32 02.5
 KV4181:UTM  18      -  DANCE HALL FLAGPOLE                      026 52 49.6
 KV4181
 KV4181|---------------------------------------------------------------------|
 KV4181| PID    Reference Object                     Distance      Geod. Az  |
 KV4181|                                                           dddmmss.s |
 KV4181| KV4186 DANCE HALL FLAGPOLE                 420.688 METERS 0272631.8 |
 KV4181| KV4183 DANCE                               429.845 METERS 0274957.0 |
 KV4181| KV4180 NORTH ISLAND                        111.346 METERS 09633     |
 KV4181| KV4177 SOUTH ISLAND                        312.796 METERS 15632     |
 KV4181| KV4178 SEWER                               305.710 METERS 18029     |
 KV4181|---------------------------------------------------------------------|
 KV4181
 KV4181                          SUPERSEDED SURVEY CONTROL
 KV4181
 KV4181  NAD 83(1996)-  40 48 19.08067(N)    074 08 25.61503(W) AD(       ) 3
 KV4181  NAD 83(1986)-  40 48 19.07765(N)    074 08 25.62218(W) AD(       ) 3
 KV4181  NAD 27      -  40 48 18.71500(N)    074 08 27.09100(W) AD(       ) 3
 KV4181
 KV4181.Superseded values are not recommended for survey control.
 KV4181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4181.See file dsdata.txt to determine how the superseded data were derived.
 KV4181
 KV4181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7250217499(NAD 83)
 KV4181_MARKER: Z = SEE DESCRIPTION
 KV4181_SETTING: 0 = UNSPECIFIED SETTING
 KV4181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4181
 KV4181  HISTORY     - Date     Condition        Report By
 KV4181  HISTORY     - 1913     MONUMENTED       CGS
 KV4181  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4181
 KV4181                          STATION DESCRIPTION
 KV4181
 KV4181'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4181'STATION IS ON THE W SIDE OF PASSAIC RIVER, ON THE DOCK OF THE
 KV4181'AMALIE PAINT MANUFACTURING COMPANY, ABOUT 3/8 MILE BELOW THE
 KV4181'JOINT COUNTY BRIDGE AND NEAR THE NE CORNER OF BELLEVILLE
 KV4181'TOWNSHIP.  IT IS 66.83 FEET NNE OF THE SE CORNER OF THE DOCK AND
 KV4181'2.75 FEET FROM ITS EASTERN EDGE.
 KV4181'
 KV4181'THE STATION MARK IS A BRASS TRIANGLE, WITH A DRILLED HOLE IN
 KV4181'THE CENTER, DRIVEN IN THE DOCK.  THREE DRIVEN NAILS FORM A
 KV4181'TRIANGLE ABOUT IT.
 KV4181
 KV4181                          STATION RECOVERY (1933)
 KV4181
 KV4181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4181'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5529 ***********************************************************************
 KV5529  DESIGNATION -  CINDER 1935
 KV5529  PID         -  KV5529
 KV5529  STATE/COUNTY-  NJ/BURLINGTON
 KV5529  USGS QUAD   -  TRENTON EAST (1981)
 KV5529
 KV5529                         *CURRENT SURVEY CONTROL
 KV5529  ___________________________________________________________________
 KV5529* NAD 83(1996)-  40 07 53.34690(N)    074 44 14.76969(W)     ADJUSTED  
 KV5529* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5529  ___________________________________________________________________
 KV5529  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 KV5529  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV5529
 KV5529  HORZ ORDER  -  THIRD
 KV5529
 KV5529.The horizontal coordinates were established by classical geodetic methods
 KV5529.and adjusted by the National Geodetic Survey in September 1999..
 KV5529
 KV5529.The orthometric height was scaled from a topographic map.
 KV5529
 KV5529.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5529
 KV5529.The geoid height was determined by GEOID03.
 KV5529
 KV5529;                    North         East     Units Scale Factor Converg.
 KV5529;SPC NJ       -   144,139.554   129,765.378   MT  0.99990504   -0 09 10.9
 KV5529;SPC NJ       -   472,897.85    425,738.58   sFT  0.99990504   -0 09 10.9
 KV5529;SPC PA S     -    93,001.334   856,704.126   MT  0.99997493   +1 57 16.3
 KV5529;SPC PA S     -   305,121.88  2,810,703.45   sFT  0.99997493   +1 57 16.3
 KV5529;UTM  18      - 4,442,383.998   522,369.349   MT  0.99960616   +0 10 09.2
 KV5529
 KV5529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5529!SPC NJ       -   1.00000472  x   0.99990504  =   0.99990976
 KV5529!SPC PA S     -   1.00000472  x   0.99997493  =   0.99997965
 KV5529!UTM  18      -   1.00000472  x   0.99960616  =   0.99961088
 KV5529
 KV5529                          SUPERSEDED SURVEY CONTROL
 KV5529
 KV5529  NAD 83(1986)-  40 07 53.34454(N)    074 44 14.77236(W) AD(       ) 3
 KV5529  NAD 27      -  40 07 52.95000(N)    074 44 16.20000(W) AD(       ) 3
 KV5529
 KV5529.Superseded values are not recommended for survey control.
 KV5529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5529.See file dsdata.txt to determine how the superseded data were derived.
 KV5529
 KV5529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2236942384(NAD 83)
 KV5529_MARKER: DS = TRIANGULATION STATION DISK
 KV5529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5529_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5529+STABILITY: SURFACE MOTION
 KV5529
 KV5529  HISTORY     - Date     Condition        Report By
 KV5529  HISTORY     - 1935     MONUMENTED       CGS
 KV5529  HISTORY     - 1947     GOOD             CGS
 KV5529
 KV5529                          STATION DESCRIPTION
 KV5529
 KV5529'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5529'AT FIELDSBORO, ABOUT 150 FEET E OF THE CHURCH BRICK PLANT ON THE
 KV5529'NW SHOULDER OF THE PENNSYLVANIA RAILROAD EMBANKMENT, 10.12 FEET
 KV5529'FROM THE N RAIL, ABOUT 5 FEET E OF THE SECOND TELEGRAPH POLE NE
 KV5529'FROM THE NE CORNER OF THE BRICK PLANT LOADING PLATFORM.
 KV5529'
 KV5529'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5529'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 KV5529'
 KV5529'THE REFERENCE MARKS ARE ACROSS THE TRACKS AT FOOT OF THE
 KV5529'EMBANKMENT.
 KV5529'
 KV5529'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 KV5529
 KV5529                          STATION RECOVERY (1947)
 KV5529
 KV5529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5529'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5529'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES IN THE DISTANCES OF
 KV5529'REFERENCE MARKS 1 AND 2 FROM THE STATION--
 KV5529'
 KV5529'1.  CHANGE R. M. NO. 1 DISTANCE TO 68.66 FEET.
 KV5529'
 KV5529'2.  CHANGE R. M. NO. 2 DISTANCE TO 65.50 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3924 ***********************************************************************
 KV3924  DESIGNATION -  CINDERS
 KV3924  PID         -  KV3924
 KV3924  STATE/COUNTY-  NJ/BERGEN
 KV3924  USGS QUAD   -  WEEHAWKEN (1995)
 KV3924
 KV3924                         *CURRENT SURVEY CONTROL
 KV3924  ___________________________________________________________________
 KV3924* NAD 83(1996)-  40 52 25.07466(N)    074 06 51.52271(W)     ADJUSTED  
 KV3924* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV3924  ___________________________________________________________________
 KV3924  LAPLACE CORR-           6.45  (seconds)                    DEFLEC99
 KV3924  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KV3924
 KV3924  HORZ ORDER  -  THIRD
 KV3924
 KV3924.The horizontal coordinates were established by classical geodetic methods
 KV3924.and adjusted by the National Geodetic Survey in September 1999..
 KV3924
 KV3924.The orthometric height was scaled from a topographic map.
 KV3924
 KV3924.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3924
 KV3924.The geoid height was determined by GEOID03.
 KV3924
 KV3924;                    North         East     Units Scale Factor Converg.
 KV3924;SPC NJ       -   226,587.047   182,508.625   MT  0.99991300   +0 15 08.6
 KV3924;SPC NJ       -   743,394.34    598,780.38   sFT  0.99991300   +0 15 08.6
 KV3924;SPC NY L     -    78,512.374   290,364.056   MT  0.99999498   -0 04 29.2
 KV3924;SPC NY L     -   257,586.01    952,636.07   sFT  0.99999498   -0 04 29.2
 KV3924;UTM  18      - 4,525,106.638   574,630.244   MT  0.99966855   +0 34 46.6
 KV3924
 KV3924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3924!SPC NJ       -   1.00000492  x   0.99991300  =   0.99991792
 KV3924!SPC NY L     -   1.00000492  x   0.99999498  =   0.99999990
 KV3924!UTM  18      -   1.00000492  x   0.99966855  =   0.99967347
 KV3924
 KV3924|---------------------------------------------------------------------|
 KV3924| PID    Reference Object                     Distance      Geod. Az  |
 KV3924|                                                           dddmmss.s |
 KV3924| CB5777 CINDERS RM 2                                       01739     |
 KV3924| KV3915 BAR                                 APPROX. 0.6 KM 1635911.2 |
 KV3924| KV3955 ROOM                                APPROX. 0.6 KM 1792231.1 |
 KV3924| KV3956 PASSAIC RUSSIAN CATH CH SPIRE       APPROX. 0.6 KM 1942314.8 |
 KV3924| KV3926 LOW 1913                            180.185 METERS 20806     |
 KV3924| CB5776 CINDERS RM 1                                       24244     |
 KV3924| KV3925 PASSAIC BOTANY WORSTED CHIMNEY      372.134 METERS 25445     |
 KV3924|---------------------------------------------------------------------|
 KV3924
 KV3924                          SUPERSEDED SURVEY CONTROL
 KV3924
 KV3924  NAD 83(1996)-  40 52 25.07452(N)    074 06 51.52309(W) AD(       ) 3
 KV3924  NAD 83(1996)-  40 52 25.07421(N)    074 06 51.52879(W) AD(       ) 3
 KV3924  NAD 83(1992)-  40 52 25.07411(N)    074 06 51.52894(W) AD(       ) 3
 KV3924  NAD 83(1986)-  40 52 25.07953(N)    074 06 51.53621(W) AD(       ) 3
 KV3924  NAD 27      -  40 52 24.71100(N)    074 06 53.01100(W) AD(       ) 3
 KV3924
 KV3924.Superseded values are not recommended for survey control.
 KV3924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3924.See file dsdata.txt to determine how the superseded data were derived.
 KV3924
 KV3924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7463025107(NAD 83)
 KV3924_MARKER: DS = TRIANGULATION STATION DISK
 KV3924_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV3924_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV3924
 KV3924  HISTORY     - Date     Condition        Report By
 KV3924  HISTORY     - 1914     MONUMENTED       CGS
 KV3924  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV3924
 KV3924                          STATION DESCRIPTION
 KV3924
 KV3924'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV3924'STATION IS ON THE E SIDE OF PASSAIC RIVER, IN GARFIELD, 20
 KV3924'METERS FROM SHORE AND NEAR THE E ABUTMENT OF THE NEW YORK,
 KV3924'SUSQUEHANNA AND WESTERN BRANCH RAILROAD BRIDGE.
 KV3924'
 KV3924'THE STATION IS ON THE RAILROAD EMBANKMENT AND 2 METERS S OF
 KV3924'THE RAILROAD TRACK, AND IS MARKED BY A C. AND G.S. BRASS DISK
 KV3924'CEMENTED IN THE TOP OF A 4-INCH TILE PIPE AND SUNK TO THE
 KV3924'GROUND LEVEL.
 KV3924'
 KV3924'THE SUBSURFACE MARK IS A BURIED GLASS BOTTLE SET IN CEMENT.
 KV3924'
 KV3924'TWO REFERENCE MARKS EACH A COPPER NAIL IN CONCRETE CONTAINED
 KV3924'IN A 4-INCH TILE PIPE, ARE ON THE EMBANKMENT AT DISTANCES OF
 KV3924'32.0 AND 52.2 FEET.
 KV3924
 KV3924                          STATION RECOVERY (1933)
 KV3924
 KV3924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3924'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2781 ***********************************************************************
 JU2781  DESIGNATION -  CIRCLE
 JU2781  PID         -  JU2781
 JU2781  STATE/COUNTY-  NJ/ATLANTIC
 JU2781  USGS QUAD   -  OCEANVILLE (1989)
 JU2781
 JU2781                         *CURRENT SURVEY CONTROL
 JU2781  ___________________________________________________________________
 JU2781* NAD 83(1996)-  39 23 41.28898(N)    074 23 22.28492(W)     ADJUSTED  
 JU2781* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2781  ___________________________________________________________________
 JU2781  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 JU2781  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JU2781
 JU2781  HORZ ORDER  -  SECOND
 JU2781
 JU2781.The horizontal coordinates were established by classical geodetic methods
 JU2781.and adjusted by the National Geodetic Survey in September 1999..
 JU2781
 JU2781.The orthometric height was scaled from a topographic map.
 JU2781
 JU2781.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2781
 JU2781.The geoid height was determined by GEOID03.
 JU2781
 JU2781;                    North         East     Units Scale Factor Converg.
 JU2781;SPC NJ       -    62,332.582   159,515.812   MT  0.99990111   +0 04 12.4
 JU2781;SPC NJ       -   204,502.81    523,344.79   sFT  0.99990111   +0 04 12.4
 JU2781;UTM  18      - 4,360,767.468   552,567.391   MT  0.99963402   +0 23 14.8
 JU2781
 JU2781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2781!SPC NJ       -   1.00000528  x   0.99990111  =   0.99990639
 JU2781!UTM  18      -   1.00000528  x   0.99963402  =   0.99963930
 JU2781
 JU2781:                Primary Azimuth Mark                     Grid Az
 JU2781:SPC NJ       -  CIRCLE RM 2 AZIMUTH=MON 4820             087 47 39.9
 JU2781:UTM  18      -  CIRCLE RM 2 AZIMUTH=MON 4820             087 28 37.5
 JU2781
 JU2781|---------------------------------------------------------------------|
 JU2781| PID    Reference Object                     Distance      Geod. Az  |
 JU2781|                                                           dddmmss.s |
 JU2781| CB1356 CIRCLE RM 2 AZIMUTH=MON 4820                       0875152.3 |
 JU2781| CB1357 CIRCLE RM 3 RESET                    10.189 METERS 09734     |
 JU2781| CB1358 CIRCLE RM 4                          10.681 METERS 35229     |
 JU2781| CB1355 CIRCLE RM 1                          33.665 METERS 35914     |
 JU2781|---------------------------------------------------------------------|
 JU2781
 JU2781                          SUPERSEDED SURVEY CONTROL
 JU2781
 JU2781  NAD 83(1986)-  39 23 41.27863(N)    074 23 22.27611(W) AD(       ) 2
 JU2781  NAD 27      -  39 23 40.85900(N)    074 23 23.74400(W) AD(       ) 2
 JU2781
 JU2781.Superseded values are not recommended for survey control.
 JU2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2781.See file dsdata.txt to determine how the superseded data were derived.
 JU2781
 JU2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5256760767(NAD 83)
 JU2781_MARKER: DS = TRIANGULATION STATION DISK
 JU2781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2781_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2781+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 JU2781
 JU2781  HISTORY     - Date     Condition        Report By
 JU2781  HISTORY     - 1932     MONUMENTED       CGS
 JU2781  HISTORY     - 1936     GOOD             NJGS
 JU2781  HISTORY     - 1950     GOOD             CGS
 JU2781  HISTORY     - 1973     GOOD             NGS
 JU2781  HISTORY     - 20050501 GOOD             USPSQD
 JU2781
 JU2781                          STATION DESCRIPTION
 JU2781
 JU2781'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2781'THE MARK IS IN THE CENTER OF THE FLAGGED STREET LEVEL FLOOR OF
 JU2781'POLICE TOWER AT ROAD CIRCLE ON THE ROAD FROM ATLANTIC CITY
 JU2781'TO BRIGANTINE.  A NAIL IN THE CENTER OF THE OBSERVATION FLOOR OF
 JU2781'THE TOWER MARKS THE STATION ON THAT LEVEL.
 JU2781'
 JU2781'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2781'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, 11A, AND 11C.
 JU2781'
 JU2781'REFERENCE MARK NO. 1 IS IN THE N CURB OF THE N SIDE OF THE
 JU2781'STREET CIRCLING THE TOWER.  IT IS 110.45 FEET N OF THE
 JU2781'STATION.  REFERENCE MARK NO. 3 IS IN THE E CURB OF THE SIDEWALK
 JU2781'CIRCLING THE TOWER.  IT IS VISIBLE THROUGH THE E DOOR OF THE
 JU2781'TOWER FLOOR.  IT IS 34.64 FEET E OF THE STATION.  REFERENCE MARK
 JU2781'NO. 2 IS 9 INCHES E OF CURB OF BRIGANTINE AVENUE, 4 PACES N OF
 JU2781'THE N SIDE OF THE SIDEWALK OF THIRTIETH STREET.  AT THE NE
 JU2781'INTERSECTION OF BRIGANTINE AVENUE AND THIRTIETH STREET.  IT IS IN
 JU2781'THE PROLONGATION OF THE CENTER LINE OF ATLANTIC
 JU2781'BRIGANTINE BOULEVARD FROM STATION CIRCLE.
 JU2781'
 JU2781'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 JU2781
 JU2781                          STATION RECOVERY (1936)
 JU2781
 JU2781'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 JU2781'REFERENCE MARK NO. 2 OF CIRCLE WAS USED AS MONUMENT 4820 BY THE
 JU2781'N.J. GEOD. S.  IT IS A STANDARD N.J.G.C.S. DISK, SET IN CONCRETE,
 JU2781'0.5 FOOT ABOVE THE SURFACE, ON THE SE CORNER OF THE
 JU2781'INTERSECTION OF BRIGANTINE AVENUE AND THIRTIETH STREET, BETWEEN
 JU2781'THE CURB AND SIDEWALK.  THE MONUMENT IS 38.30 FEET NE OF THE
 JU2781'CENTER LINE OF THIRTIETH STREET.  63.63 FEET NE OF POLE
 JU2781'NO. ACE-2774.  AND 1.07 FEET SE OF THE SE CURB OF BRIGANTINE
 JU2781'AVENUE, AND 73.93 FEET SW OF POLE NO. ACE-2809.  COMPANION
 JU2781'MONUMENT 4821 IS 1815.95 FEET NE.
 JU2781'
 JU2781'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 JU2781'DESCRIBED IN NOTE 1A.
 JU2781
 JU2781                          STATION RECOVERY (1950)
 JU2781
 JU2781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2781'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DISTANCES
 JU2781'TAPED TO R.M.S 1 AND 3 WITH A STEEL TAPE AND FOUND TO BE
 JU2781'CORRECT.  ORIGINAL DESCRIPTION OF STATION AND REFERENCE MARKS
 JU2781'ADEQUATE AND CORRECT WITH THE FOLLOWING EXCEPTIONS--
 JU2781'
 JU2781'R.M. 2 IS A STANDARD DISK STAMPED CIRCLE R.M. NO. 2, 1932 ABOUT
 JU2781'0.2 FOOT BELOW THE SURFACE AND IS NOT A STANDARD N.J.G.S.C. DISK
 JU2781'AS DESCRIBED IN RECOVERY NOTE DATED 1936.  HOWEVER, R.M. 2 WAS
 JU2781'USED AS MONUMENT 4820 BY THE N.J. GEODETIC CONTROL SURVEY IN 1936.
 JU2781
 JU2781                          STATION RECOVERY (1973)
 JU2781
 JU2781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 JU2781'THE STATION MARK, REFERENCE MARK TWO AND REFERENCE MARK THREE
 JU2781'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK ONE WAS FOUND
 JU2781'DESTROYED.  A NEW REFERENCE MARK FOUR WAS ESTABLISHED AT THIS
 JU2781'DATE.  THE STATION MARK IS NOW CEMENTED IN A DRILL HOLE IN THE
 JU2781'ROCK FLOOR OF THE MUSEUM.  THERE IS NO VISIBLE EVIDENCE OF A
 JU2781'SUB-SURFACE DISK.  REFERENCE MARK THREE HAS ALSO BEEN RESET BY
 JU2781'SOMEONE.  IT HAS HAD THE STAMPING CHANGED HOWEVER IT APPEARS
 JU2781'TO HAVE BEEN RESET IN THE SAME HOLE OLD REFERENCE MARK
 JU2781'THREE WAS IN.
 JU2781'
 JU2781'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU2781'
 JU2781'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF ATLANTIC CITY, IN
 JU2781'THE APPROXIMATE CENTER OF BRIGANTINE AND IN THE NORTH ROOM OF A
 JU2781'MUSEUM WHICH IS IN THE CENTER OF BRIGANTINE BOULEVARD.  IT IS IN
 JU2781'THE NORTH ROOM OF TWO ON THE FIRST FLOOR OF THE MUSEUM.  THIS
 JU2781'MUSEUM HAS BEEN MADE INTO A LANDMARK BY THE CITY OF BRIGANTINE,
 JU2781'IT WAS FORMALLY A LIGHTHOUSE.
 JU2781'
 JU2781'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 JU2781'THE ROCK FLOOR OF THE MUSEUM.  IT IS STAMPED CIRCLE 1932 AND IT
 JU2781'IS FLUSH WITH THE FLOOR.
 JU2781'
 JU2781'REFERENCE MARK TWO IS LOCATED 1/4 MILE EAST OF THE STATION AT
 JU2781'THE INTERSECTION OF BRIGANTINE BOULEVARD AND THIRTIETH
 JU2781'STREET.  IT IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 JU2781'MONUMENT WHICH PROJECTS 3 INCHES AND IT IS STAMPED CIRCLE
 JU2781'NO 2 1932.  IT IS 0.5 FOOT EAST OF CURB ON THE EAST SIDE OF
 JU2781'BRIGANTINE BOULEVARD, 38 FEET NORTH OF THE CENTER OF THIRTIETH
 JU2781'STREET AND 15 FEET NORTH OF THE SIDEWALK ALONG THIRTIETH
 JU2781'STREET.
 JU2781'
 JU2781'REFERENCE MARK THREE IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 JU2781'IN THE SIDEWALK ON THE EAST SIDE OF THE MUSEUM.  IT IS STAMPED
 JU2781'CIRCLE RM 3 1964 AND IT IS FLUSH WITH THE SIDEWALK.  IT IS 2 FEET
 JU2781'WEST OF THE CURB ALONG BRIGANTINE BOULEVARD.
 JU2781'
 JU2781'REFERENCE MARK FOUR IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 JU2781'IN THE SIDEWALK NORTHWEST SIDE OF THE MUSEUM.  IT IS STAMPED
 JU2781'CIRCLE 1932 NO 4 1973 AND IT IS FLUSH WITH THE SIDEWALK.  IT IS
 JU2781'27.5 FEET NORTHWEST OF THE NORTHWEST SIDE OF THE MUSEUM AND
 JU2781'0.5 FOOT SOUTH OF THE CURB ALONG BRIGANTINE BOULEVARD.
 JU2781'
 JU2781'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2781'IN BRIGANTINE.
 JU2781
 JU2781                          STATION RECOVERY (2005)
 JU2781
 JU2781'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 JU2781'RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTION.  MARK FOUR WAS
 JU2781'NOT FOUND.  THE IMPRESSION OF THE MARK AND THE BRASS ANCHOR WERE
 JU2781'VISIBALE IN THE CONCRETE, BUT THE ACTUAL DISK WAS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0007 ***********************************************************************
 KV0007  DESIGNATION -  CITY C OF PA
 KV0007  PID         -  KV0007
 KV0007  STATE/COUNTY-  NJ/MIDDLESEX
 KV0007  USGS QUAD   -  PERTH AMBOY (1981)
 KV0007
 KV0007                         *CURRENT SURVEY CONTROL
 KV0007  ___________________________________________________________________
 KV0007* NAD 83(1986)-  40 30 23.     (N)    074 15 56.     (W)     SCALED    
 KV0007* NAVD 88     -        17.610  (meters)      57.78   (feet)  ADJUSTED  
 KV0007  ___________________________________________________________________
 KV0007  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV0007  DYNAMIC HT  -          17.603 (meters)      57.75  (feet)  COMP
 KV0007  MODELED GRAV-     980,218.1   (mgal)                       NAVD 88
 KV0007
 KV0007  VERT ORDER  -  FIRST     CLASS I
 KV0007
 KV0007.The horizontal coordinates were scaled from a topographic map and have
 KV0007.an estimated accuracy of +/- 6 seconds.
 KV0007
 KV0007.The orthometric height was determined by differential leveling
 KV0007.and adjusted by the National Geodetic Survey in June 1991..
 KV0007.WARNING-Repeat measurements at this control monument indicate possible
 KV0007.vertical movement.
 KV0007
 KV0007.The geoid height was determined by GEOID03.
 KV0007
 KV0007.The dynamic height is computed by dividing the NAVD 88
 KV0007.geopotential number by the normal gravity value computed on the
 KV0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0007.degrees latitude (g = 980.6199 gals.).
 KV0007
 KV0007.The modeled gravity was interpolated from observed gravity values.
 KV0007
 KV0007;                    North         East    Units  Estimated Accuracy
 KV0007;SPC NJ       -   185,760.      169,870.      MT  (+/- 180 meters Scaled)
 KV0007
 KV0007                          SUPERSEDED SURVEY CONTROL
 KV0007
 KV0007  NGVD 29 (04/16/92)   17.912  (m)           58.77   (f) ADJUSTED    1 1
 KV0007
 KV0007.Superseded values are not recommended for survey control.
 KV0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0007.See file dsdata.txt to determine how the superseded data were derived.
 KV0007
 KV0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK622842(NAD 83)
 KV0007_MARKER: X = CHISELED CROSS
 KV0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0007_SP_SET: STONE POST
 KV0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0007+STABILITY: SURFACE MOTION
 KV0007
 KV0007  HISTORY     - Date     Condition        Report By
 KV0007  HISTORY     - 1933     MONUMENTED       NJ2570
 KV0007  HISTORY     - 1952     GOOD             CGS
 KV0007  HISTORY     - 1965     GOOD             CGS
 KV0007  HISTORY     - 20010430 MARK NOT FOUND   USPSQD
 KV0007
 KV0007                          STATION DESCRIPTION
 KV0007
 KV0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0007'AT PERTH AMBOY.
 KV0007'AT PERTH AMBOY, IN THE CENTER OF THE TRAFFIC CIRCLE AT THE
 KV0007'INTERSECTION OF MARKET AND HIGH STREETS, A CROSS CUT IN THE TOP OF
 KV0007'A STONE POST WHICH IS IN A 1-FOOT-SQUARE IRON BOX WITH IRON
 KV0007'COVER LOCATED IN THE CENTER OF THE NORTH HALF OF A DOUBLE SIDE
 KV0007'WALK WHICH CROSSES TRAFFIC CIRCLE, 1 1/2 FEET SOUTH OF SOUTH
 KV0007'EDGE OF BASE OF FLAG POLE AND ABOUT 1/2 FOOT BELOW LEVEL OF
 KV0007'WALK.
 KV0007
 KV0007                          STATION RECOVERY (1965)
 KV0007
 KV0007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0007'RECOVERED IN GOOD CONDITION.
 KV0007
 KV0007                          STATION RECOVERY (2001)
 KV0007
 KV0007'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4092 ***********************************************************************
 JU4092  DESIGNATION -  CITY HALL
 JU4092  PID         -  JU4092
 JU4092  STATE/COUNTY-  NJ/ATLANTIC
 JU4092  USGS QUAD   -  ATLANTIC CITY (1994)
 JU4092
 JU4092                         *CURRENT SURVEY CONTROL
 JU4092  ___________________________________________________________________
 JU4092* NAD 83(1996)-  39 21 47.92714(N)    074 25 42.72777(W)     ADJUSTED  
 JU4092* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 JU4092  ___________________________________________________________________
 JU4092  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 JU4092  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 JU4092
 JU4092  HORZ ORDER  -  SECOND
 JU4092
 JU4092.The horizontal coordinates were established by classical geodetic methods
 JU4092.and adjusted by the National Geodetic Survey in September 1999..
 JU4092
 JU4092.The orthometric height was scaled from a topographic map.
 JU4092
 JU4092.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4092
 JU4092.The geoid height was determined by GEOID03.
 JU4092
 JU4092;                    North         East     Units Scale Factor Converg.
 JU4092;SPC NJ       -    58,833.506   156,158.314   MT  0.99990047   +0 02 43.2
 JU4092;SPC NJ       -   193,022.93    512,329.40   sFT  0.99990047   +0 02 43.2
 JU4092;UTM  18      - 4,357,250.801   549,230.215   MT  0.99962984   +0 21 44.8
 JU4092
 JU4092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4092!SPC NJ       -   0.99999957  x   0.99990047  =   0.99990004
 JU4092!UTM  18      -   0.99999957  x   0.99962984  =   0.99962941
 JU4092
 JU4092:                Primary Azimuth Mark                     Grid Az
 JU4092:SPC NJ       -  ATLANTIC CITY MUNICIPAL TANK             009 26 01.9
 JU4092:UTM  18      -  ATLANTIC CITY MUNICIPAL TANK             009 07 00.3
 JU4092
 JU4092|---------------------------------------------------------------------|
 JU4092| PID    Reference Object                     Distance      Geod. Az  |
 JU4092|                                                           dddmmss.s |
 JU4092| JU2770 ATLANTIC CITY MUNICIPAL TANK        APPROX. 0.8 KM 0092845.1 |
 JU4092| CS4357 CITY HALL RM 1                        3.566 METERS 14700     |
 JU4092| JU2765 ATLANTIC CITY CLARIDGE HOTEL        APPROX. 0.7 KM 2033657.0 |
 JU4092| CS4358 CITY HALL RM 2                        3.100 METERS 25602     |
 JU4092| JU4093 CITY HALL AZ MK                     APPROX. 1.4 KM 2711553.1 |
 JU4092|---------------------------------------------------------------------|
 JU4092
 JU4092                          SUPERSEDED SURVEY CONTROL
 JU4092
 JU4092  NAD 83(1986)-  39 21 47.91641(N)    074 25 42.71839(W) AD(       ) 2
 JU4092
 JU4092.Superseded values are not recommended for survey control.
 JU4092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4092.See file dsdata.txt to determine how the superseded data were derived.
 JU4092
 JU4092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4923057251(NAD 83)
 JU4092_MARKER: DS = TRIANGULATION STATION DISK
 JU4092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4092_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU4092_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4092+STABILITY: SURFACE MOTION
 JU4092
 JU4092  HISTORY     - Date     Condition        Report By
 JU4092  HISTORY     - 1981     MONUMENTED       NGS
 JU4092
 JU4092                          STATION DESCRIPTION
 JU4092
 JU4092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JU4092'THE STATION IS LOCATED ON THE TOP OF THE CITY HALL BUILDING AT THE
 JU4092'JUNCTION OF SOUTH CAROLINA, TENNESSEE, BACHARACH AND ARCTIC AVENUES
 JU4092'IN ATLANTIC CITY.
 JU4092'OWNERSHIP--CITY OF ATLANTIC CITY.
 JU4092'
 JU4092'NO TO REACH IS NECESSARY
 JU4092'
 JU4092'THE STATION IS A STANDARD NGS DISK
 JU4092'STAMPED---CITY HALL 1981---,
 JU4092'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU4092'9 CM ON SIDE PROJECTING 8 CM ABOVE GROUND.  LOCATED
 JU4092'16.05 METERS (52.66 FT) SOUTH FROM THE SOUTHEAST CORNER OF A TRAP
 JU4092'DOOR,
 JU4092'11.064 METERS (36.30 FT) SOUTHWEST FROM A SIREN BASE,
 JU4092'4.886 METERS (16.03 FT) NORTH FROM THE MOST NORTHWEST
 JU4092'CORNER OF THE PARAPET WALL AND
 JU4092'3.8 METERS (12.5 FT) NORTH FROM THE SOUTH SIDE OF PARAPET WALL.
 JU4092'
 JU4092'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 JU4092'STAMPED---CITY HALL NO 1 1981---,
 JU4092'SET INTO A DRILL HOLE IN THE SOUTH PARAPET WALL PROJECTING ABOUT
 JU4092'0.46 METERS ABOVE THE ROOF.
 JU4092'17.48 METERS (57.34 FT) SOUTH FROM THE SOUTHEAST CORNER OF THE TRAP
 JU4092'DOOR,
 JU4092'3.52 METERS (11.56 FT) EAST-NORTHEAST FROM THE MOST SOUTHWEST POINT
 JU4092'OF THE PARAPET WALL AND
 JU4092'13.7 METERS (45.0 FT) SOUTHWEST FROM THE SIREN.
 JU4092'MARK IS 0.46 METERS ABOVE THE STATION.
 JU4092'
 JU4092'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 JU4092'STAMPED---CITY HALL NO 2 1981---,
 JU4092'SET INTO A DRILL HOLE IN THE WEST PARAPET ABOUT 0.40 METERS ABOVE
 JU4092'THE ROOF LOCATED
 JU4092'18.9 METERS (62.0 FT) SOUTH FROM THE SOUTHEAST CORNER OF THE TRAP
 JU4092'DOOR,
 JU4092'12.47 METERS (40.9 FT) SOUTHWEST FROM THE SIREN AND
 JU4092'4.441 METERS (14.57 FT) NORTH-NORTHWEST FROM THE MOST SOUTHWEST
 JU4092'POINT OF THE PARAPET WALL.
 JU4092'MARK IS 0.46 METERS ABOVE THE STATION.
 JU4092'
 JU4092'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 JU4092'STAMPED---CITY HALL 1981---,
 JU4092'SET INTO A DRILL HOLE IN THE MOST SOUTHEAST EDGE OF THE BUMPER RAIL
 JU4092'FOR THE WEST BOUND LANE OF THE ATLANTIC CITY EXPRESSWAY PROJECTING
 JU4092'0.3 METERS ABOVE THE BRIDGE DECK.
 JU4092'8.84 METERS (29.0 FT) NORTHEAST FROM THE CENTER HIGHWAY DIVIDER.
 JU4092'1.68 METERS (5.5 FT) NORTHWEST FROM A MILE MARKER 0.2,
 JU4092'0.85 METERS (2.8 FT) SOUTH FROM A LIGHT POLE AND
 JU4092'0.21 METERS (0.7 FT) NORTHWEST FROM THE SOUTHEAST EDGE OF THE
 JU4092'BRIDGE.
 JU4092'TO REACH THE AZIMUTH FROM THE STATION,
 JU4092'GO SOUTHEAST FOR 0.15 KM (0.1 MI) ON SOUTH CAROLINA AVENUE TO
 JU4092'ATLANTIC AVENUE,
 JU4092'TURN RIGHT AND GO SOUTHWEST FOR 0.65 KM (1.0 MI) ON ATLANTIC AVENUE,
 JU4092'TURN RIGHT AND GO NORTHWEST FOR 0.6 KM (0.35 MI) ON ARKANSAS AVENUE
 JU4092'TO THE ENTRANCE TO THE ATLANTIC CITY EXPRESSWAY.
 JU4092'TURN LEFT AND GO NORTHWEST FOR 0.5 KM (0.3 MI) ON THE EXPRESSWAY TO
 JU4092'THE STATION ON THE RIGHT.
 JU4092'
 JU4092'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 JU4092'
 JU4092'DESCRIBED BY R G POUST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4093 ***********************************************************************
 JU4093  DESIGNATION -  CITY HALL AZ MK
 JU4093  PID         -  JU4093
 JU4093  STATE/COUNTY-  NJ/ATLANTIC
 JU4093  USGS QUAD   -  ATLANTIC CITY (1994)
 JU4093
 JU4093                         *CURRENT SURVEY CONTROL
 JU4093  ___________________________________________________________________
 JU4093* NAD 83(1996)-  39 21 48.89556(N)    074 26 39.46024(W)     ADJUSTED  
 JU4093* NAVD 88     -        11.4    (meters)      37.     (feet)  VERTCON   
 JU4093  ___________________________________________________________________
 JU4093  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 JU4093  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JU4093
 JU4093  HORZ ORDER  -  SECOND
 JU4093
 JU4093.The horizontal coordinates were established by classical geodetic methods
 JU4093.and adjusted by the National Geodetic Survey in September 1999..
 JU4093
 JU4093.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4093
 JU4093.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4093
 JU4093.The geoid height was determined by GEOID03.
 JU4093
 JU4093;                    North         East     Units Scale Factor Converg.
 JU4093;SPC NJ       -    58,862.413   154,800.293   MT  0.99990028   +0 02 07.2
 JU4093;SPC NJ       -   193,117.77    507,873.96   sFT  0.99990028   +0 02 07.2
 JU4093;UTM  18      - 4,357,272.186   547,872.423   MT  0.99962822   +0 21 08.8
 JU4093
 JU4093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4093!SPC NJ       -   1.00000360  x   0.99990028  =   0.99990388
 JU4093!UTM  18      -   1.00000360  x   0.99962822  =   0.99963182
 JU4093
 JU4093:                Primary Azimuth Mark                     Grid Az
 JU4093:SPC NJ       -  CITY HALL                                091 13 09.9
 JU4093:UTM  18      -  CITY HALL                                090 54 08.3
 JU4093
 JU4093|---------------------------------------------------------------------|
 JU4093| PID    Reference Object                     Distance      Geod. Az  |
 JU4093|                                                           dddmmss.s |
 JU4093| JU4092 CITY HALL                           APPROX. 1.4 KM 0911517.1 |
 JU4093| JU2765 ATLANTIC CITY CLARIDGE HOTEL        APPROX. 1.3 KM 1215649.8 |
 JU4093|---------------------------------------------------------------------|
 JU4093
 JU4093                          SUPERSEDED SURVEY CONTROL
 JU4093
 JU4093  NAD 83(1986)-  39 21 48.88465(N)    074 26 39.45106(W) AD(       ) 2
 JU4093  NGVD 29 (06/22/90)   11.8    (m)           39.     (f) VERT ANG       
 JU4093
 JU4093.Superseded values are not recommended for survey control.
 JU4093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4093.See file dsdata.txt to determine how the superseded data were derived.
 JU4093
 JU4093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4787257272(NAD 83)
 JU4093_MARKER: DS = TRIANGULATION STATION DISK
 JU4093_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU4093+WITH SETTING: PAVEMENT
 JU4093_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4093+STABILITY: SURFACE MOTION
 JU4093
 JU4093  HISTORY     - Date     Condition        Report By
 JU4093  HISTORY     - 1981     MONUMENTED       NGS
 JU4093
 JU4093                          STATION DESCRIPTION
 JU4093
 JU4093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JU4093'THE STATION IS LOCATED IN THE NORTH PART OF ATLANTIC CITY NEAR
 JU4093'THE ENTRANCE TO THE ATLANTIC CITY EXPRESSWAY.
 JU4093'OWNERSHIP--HIGHWAY RIGHT OF WAY.
 JU4093'
 JU4093'TO REACH THE STATION FROM THE CITY HALL, GO SOUTHEAST ON SOUTH
 JU4093'CAROLINA AVENUE FOR 0.15 KM (0.1 MI) TO ATLANTIC AVENUE.  TURN
 JU4093'RIGHT AND GO SOUTHWEST ON ATLANTIC AVENUE FOR 1.0 KM (0.65 MI) TO
 JU4093'ARKANSAS AVENUE, TURN RIGHT FOR 0.6 KM (0.35 MI) TO THE ENTRANCE TO
 JU4093'THE EXPRESSWAY.  BEAR LEFT AND GO NORTHWEST FOR 0.5 KM (0.3 MI) TO
 JU4093'A BRIDGE AND THE STATION ON THE RIGHT.
 JU4093'
 JU4093'THE STATION IS A STANDARD NGS DISK
 JU4093'STAMPED---CITY HALL 1981---,
 JU4093'SET INTO A DRILL HOLE IN THE SOUTHEAST EDGE OF A BUMPER RAIL ALONG
 JU4093'NORTHEAST SIDE OF THE WEST BOUND LANE LOCATED
 JU4093'8.84 METERS (29.0 FT) NORTHEAST FROM THE CENTER HIGHWAY DIVIDER,
 JU4093'1.68 METERS (5.5 FT) NORTHWEST FROM A MILE MARKER 0.2,
 JU4093'0.85 METERS (2.8 FT) SOUTH FROM A LIGHT POLE AND
 JU4093'0.21 METERS (0.7 FT) NORTHWEST FROM THE SOUTHEAST EDGE OF THE
 JU4093'BRIDGE.
 JU4093'
 JU4093'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 JU4093'
 JU4093'DESCRIBED BY R G POUST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6840 ***********************************************************************
 KV6840  DESIGNATION -  CITY OF NEWARK 89 1
 KV6840  PID         -  KV6840
 KV6840  STATE/COUNTY-  NJ/ESSEX
 KV6840  USGS QUAD   -  ELIZABETH (1995)
 KV6840
 KV6840                         *CURRENT SURVEY CONTROL
 KV6840  ___________________________________________________________________
 KV6840* NAD 83(1996)-  40 44 15.61060(N)    074 11 40.92207(W)     ADJUSTED  
 KV6840* NAVD 88     -        54.8    (meters)     180.     (feet)  GPS OBS   
 KV6840  ___________________________________________________________________
 KV6840  X           -   1,318,177.268 (meters)                     COMP
 KV6840  Y           -  -4,656,695.691 (meters)                     COMP
 KV6840  Z           -   4,140,407.863 (meters)                     COMP
 KV6840  LAPLACE CORR-           5.34  (seconds)                    DEFLEC99
 KV6840  ELLIP HEIGHT-          22.45  (meters)          (10/23/02) GPS OBS
 KV6840  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV6840
 KV6840  HORZ ORDER  -  FIRST
 KV6840  ELLP ORDER  -  FOURTH    CLASS I
 KV6840
 KV6840.The horizontal coordinates were established by GPS observations
 KV6840.and adjusted by the National Geodetic Survey in May 1999..
 KV6840
 KV6840.The orthometric height was determined by GPS observations and a
 KV6840.high-resolution geoid model.
 KV6840
 KV6840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6840
 KV6840.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6840
 KV6840.The ellipsoidal height was determined by GPS observations
 KV6840.and is referenced to NAD 83.
 KV6840
 KV6840.The geoid height was determined by GEOID03.
 KV6840
 KV6840;                    North         East     Units Scale Factor Converg.
 KV6840;SPC NJ       -   211,463.160   175,785.435   MT  0.99990818   +0 11 57.3
 KV6840;SPC NJ       -   693,775.38    576,722.71   sFT  0.99990818   +0 11 57.3
 KV6840;UTM  18      - 4,509,948.412   567,995.063   MT  0.99965691   +0 31 32.0
 KV6840
 KV6840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6840!SPC NJ       -   0.99999648  x   0.99990818  =   0.99990466
 KV6840!UTM  18      -   0.99999648  x   0.99965691  =   0.99965339
 KV6840
 KV6840                          SUPERSEDED SURVEY CONTROL
 KV6840
 KV6840  ELLIP H (05/14/99)   22.46   (m)                       GP(       ) 4 1
 KV6840  NAD 83(1996)-  40 44 15.61042(N)    074 11 40.92228(W) AD(       ) 1
 KV6840  NAD 83(1986)-  40 44 15.60862(N)    074 11 40.92416(W) AD(       ) 1
 KV6840
 KV6840.Superseded values are not recommended for survey control.
 KV6840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6840.See file dsdata.txt to determine how the superseded data were derived.
 KV6840
 KV6840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6799509948(NAD 83)
 KV6840_MARKER: DD = SURVEY DISK
 KV6840_SETTING: 0 = UNSPECIFIED SETTING
 KV6840_STAMPING: 89-1
 KV6840_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6840+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1992
 KV6840
 KV6840  HISTORY     - Date     Condition        Report By
 KV6840  HISTORY     - 1989     MONUMENTED       NJ2130
 KV6840  HISTORY     - 19920225 GOOD             NJGS
 KV6840
 KV6840                          STATION DESCRIPTION
 KV6840
 KV6840'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6840'THE STATION IS LOCATED IN THE CITY OF NEWARK AT THE CENTERLINE
 KV6840'INTERSECTION OF CAMDEN STREET AND FOURTEENTH STREET.  TO REACH THE
 KV6840'STATION FROM THE INTERSECTION OF BERGEN STREET AND FOURTEENTH STREET,
 KV6840'GO NORTHWEST ON FOURTEENTH STREET FOR ONE BLOCK TO THE STATION. THE
 KV6840'STATION IS 11.9 M (39.0 FT) NORTHEAST FROM A POWER POLE AT THE
 KV6840'SOUTHWEST CORNER OF THE INTERSECTION, 10.7 M (35.1 FT) SOUTHEAST FROM
 KV6840'A STREET SIGN AT THE NORTHWEST CORNER OF THE INTERSECTION AND 12.2 M
 KV6840'(40.0 FT) SOUTHWEST FROM A FIRE HYDRANT AT THE NORTHEAST CORNER OF
 KV6840'THE INTERSECTION.  THE STATION, STAMPED 89-1, IS A STANDARD CITY OF
 KV6840'NEWARK SURVEY DISK SET IN THE TOP OF A SQUARE STONE MONUMENT WITHIN A
 KV6840'CAST IRON BOX, WHICH IS FLUSH WITH THE PAVING.  THE DISK IS SET 0.2 M
 KV6840'(0.7 FT) BELOW THE PAVING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6842 ***********************************************************************
 KV6842  DESIGNATION -  CITY OF NEWARK 891288
 KV6842  PID         -  KV6842
 KV6842  STATE/COUNTY-  NJ/ESSEX
 KV6842  USGS QUAD   -  ORANGE (1981)
 KV6842
 KV6842                         *CURRENT SURVEY CONTROL
 KV6842  ___________________________________________________________________
 KV6842* NAD 83(1996)-  40 45 10.57855(N)    074 10 30.50667(W)     ADJUSTED  
 KV6842* NAVD 88     -        20.3    (meters)      67.     (feet)  GPS OBS   
 KV6842  ___________________________________________________________________
 KV6842  X           -   1,319,458.000 (meters)                     COMP
 KV6842  Y           -  -4,655,155.554 (meters)                     COMP
 KV6842  Z           -   4,141,670.004 (meters)                     COMP
 KV6842  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 KV6842  ELLIP HEIGHT-         -11.98  (meters)          (10/23/02) GPS OBS
 KV6842  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KV6842
 KV6842  HORZ ORDER  -  FIRST
 KV6842  ELLP ORDER  -  FOURTH    CLASS I
 KV6842
 KV6842.The horizontal coordinates were established by GPS observations
 KV6842.and adjusted by the National Geodetic Survey in May 1999..
 KV6842
 KV6842.The orthometric height was determined by GPS observations and a
 KV6842.high-resolution geoid model.
 KV6842
 KV6842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6842
 KV6842.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6842
 KV6842.The ellipsoidal height was determined by GPS observations
 KV6842.and is referenced to NAD 83.
 KV6842
 KV6842.The geoid height was determined by GEOID03.
 KV6842
 KV6842;                    North         East     Units Scale Factor Converg.
 KV6842;SPC NJ       -   213,164.517   177,431.177   MT  0.99990926   +0 12 43.4
 KV6842;SPC NJ       -   699,357.25    582,122.12   sFT  0.99990926   +0 12 43.4
 KV6842;UTM  18      - 4,511,658.687   569,630.677   MT  0.99965968   +0 32 18.6
 KV6842
 KV6842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6842!SPC NJ       -   1.00000188  x   0.99990926  =   0.99991114
 KV6842!UTM  18      -   1.00000188  x   0.99965968  =   0.99966156
 KV6842
 KV6842:                Primary Azimuth Mark                     Grid Az
 KV6842:SPC NJ       -  CITY OF NEWARK 89196                     330 11 51.3
 KV6842:UTM  18      -  CITY OF NEWARK 89196                     329 52 16.1
 KV6842
 KV6842|---------------------------------------------------------------------|
 KV6842| PID    Reference Object                     Distance      Geod. Az  |
 KV6842|                                                           dddmmss.s |
 KV6842| KV6841 CITY OF NEWARK 89196                APPROX. 1.3 KM 3302434.7 |
 KV6842|---------------------------------------------------------------------|
 KV6842
 KV6842                          SUPERSEDED SURVEY CONTROL
 KV6842
 KV6842  ELLIP H (05/14/99)  -11.97   (m)                       GP(       ) 4 1
 KV6842  NAD 83(1996)-  40 45 10.57834(N)    074 10 30.50687(W) AD(       ) 1
 KV6842  NAD 83(1986)-  40 45 10.57653(N)    074 10 30.50889(W) AD(       ) 1
 KV6842
 KV6842.Superseded values are not recommended for survey control.
 KV6842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6842.See file dsdata.txt to determine how the superseded data were derived.
 KV6842
 KV6842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6963111659(NAD 83)
 KV6842_MARKER: DD = SURVEY DISK
 KV6842_SETTING: 0 = UNSPECIFIED SETTING
 KV6842_STAMPING: 891288
 KV6842_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6842+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1992
 KV6842
 KV6842  HISTORY     - Date     Condition        Report By
 KV6842  HISTORY     - 1989     MONUMENTED       NJ2130
 KV6842  HISTORY     - 19920225 GOOD             NJGS
 KV6842
 KV6842                          STATION DESCRIPTION
 KV6842
 KV6842'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6842'THE STATION IS LOCATED IN THE CITY OF NEWARK, IN THE CENTER OF SIXTH
 KV6842'AVENUE, BETWEEN STONE STREET TO THE EAST AND CUTLER STREET TO THE
 KV6842'WEST.  TO REACH THE STATION FROM THE INTERSECTION OF DR. MARTIN
 KV6842'LUTHER KING JR. BOULEVARD AND THE BRIDGE CARRYING INTERSTATE HIGHWAY
 KV6842'280, GO 0.3 MI (0.5 KM) NORTH ON DR. MARTIN LUTHER KINGS JR.
 KV6842'BOULEVARD TO THE JUNCTION WTIH CRANE STREET.  TURN LEFT AND GO 0.1 MI
 KV6842'(0.2 KM) SOUTHWEST ON CRANE STREET TO THE JUNCTION WITH STONE STREET.
 KV6842'TURN RIGHT AND GO 0.05 MI (0.08 KM) NORTH ON STONE STREET TO THE
 KV6842'JUNCTION WITH SIXTH AVENUE, ALSO NAMED VICTORIA AVENUE.  TURN LEFT
 KV6842'AND GO 53.6 M (175.9 FT) TO THE STATION IN THE CENTER OF THE STREET.
 KV6842'THE STATION IS 6.6 M (21.7 FT) NORTH NORTHEAST FROM THE SOUTHWEST
 KV6842'CURB OF SIXTH AVENUE, 6.6 M (21.7 FT) SOUTH SOUTHWEST FROM THE
 KV6842'NORTHEAST CURB OF SIXTH AVENUE, 7.6 M (24.9 FT) NORTH FROM POLE
 KV6842'NUMBER 60831 NK, 17.8 M (58.4 FT) WEST NORTHWEST FROM POLE NUMBER
 KV6842'526351 N AND 54.8 M (179.8 FT) EAST SOUTHEAST FROM THE CENTERLINE OF
 KV6842'CUTLER STREET.  THE STATION, STAMPED 891288, IS A STANDARD CITY OF
 KV6842'NEWARK SURVEY DISK SET IN THE TOP OF A STONE MONUMENT WITHIN A CAST
 KV6842'IRON BOX WHICH IS FLUSH WITH THE PAVING.  THE DISK IS SET 0.3 M
 KV6842'(1.0 FT) BELOW THE PAVING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6841 ***********************************************************************
 KV6841  DESIGNATION -  CITY OF NEWARK 89196
 KV6841  PID         -  KV6841
 KV6841  STATE/COUNTY-  NJ/ESSEX
 KV6841  USGS QUAD   -  ORANGE (1981)
 KV6841
 KV6841                         *CURRENT SURVEY CONTROL
 KV6841  ___________________________________________________________________
 KV6841* NAD 83(1996)-  40 45 47.09176(N)    074 10 57.77688(W)     ADJUSTED  
 KV6841* NAVD 88     -        34.1    (meters)     112.     (feet)  GPS OBS   
 KV6841  ___________________________________________________________________
 KV6841  X           -   1,318,644.949 (meters)                     COMP
 KV6841  Y           -  -4,654,632.521 (meters)                     COMP
 KV6841  Z           -   4,142,532.173 (meters)                     COMP
 KV6841  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 KV6841  ELLIP HEIGHT-           1.82  (meters)          (10/23/02) GPS OBS
 KV6841  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KV6841
 KV6841  HORZ ORDER  -  FIRST
 KV6841  ELLP ORDER  -  FOURTH    CLASS I
 KV6841
 KV6841.The horizontal coordinates were established by GPS observations
 KV6841.and adjusted by the National Geodetic Survey in May 1999..
 KV6841
 KV6841.The orthometric height was determined by GPS observations and a
 KV6841.high-resolution geoid model.
 KV6841
 KV6841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6841
 KV6841.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6841
 KV6841.The ellipsoidal height was determined by GPS observations
 KV6841.and is referenced to NAD 83.
 KV6841
 KV6841.The geoid height was determined by GEOID03.
 KV6841
 KV6841;                    North         East     Units Scale Factor Converg.
 KV6841;SPC NJ       -   214,288.390   176,787.465   MT  0.99990883   +0 12 25.8
 KV6841;SPC NJ       -   703,044.49    580,010.21   sFT  0.99990883   +0 12 25.8
 KV6841;UTM  18      - 4,512,778.595   568,980.735   MT  0.99965857   +0 32 01.1
 KV6841
 KV6841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6841!SPC NJ       -   0.99999971  x   0.99990883  =   0.99990854
 KV6841!UTM  18      -   0.99999971  x   0.99965857  =   0.99965828
 KV6841
 KV6841:                Primary Azimuth Mark                     Grid Az
 KV6841:SPC NJ       -  CITY OF NEWARK 891288                    150 11 51.1
 KV6841:UTM  18      -  CITY OF NEWARK 891288                    149 52 15.8
 KV6841
 KV6841|---------------------------------------------------------------------|
 KV6841| PID    Reference Object                     Distance      Geod. Az  |
 KV6841|                                                           dddmmss.s |
 KV6841| KV6842 CITY OF NEWARK 891288               APPROX. 1.3 KM 1502416.9 |
 KV6841|---------------------------------------------------------------------|
 KV6841
 KV6841                          SUPERSEDED SURVEY CONTROL
 KV6841
 KV6841  ELLIP H (05/14/99)    1.83   (m)                       GP(       ) 4 1
 KV6841  NAD 83(1996)-  40 45 47.09151(N)    074 10 57.77709(W) AD(       ) 1
 KV6841  NAD 83(1986)-  40 45 47.08964(N)    074 10 57.77926(W) AD(       ) 1
 KV6841
 KV6841.Superseded values are not recommended for survey control.
 KV6841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6841.See file dsdata.txt to determine how the superseded data were derived.
 KV6841
 KV6841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6898112779(NAD 83)
 KV6841_MARKER: DD = SURVEY DISK
 KV6841_SETTING: 0 = UNSPECIFIED SETTING
 KV6841_STAMPING: 89196
 KV6841_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6841+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1992
 KV6841
 KV6841  HISTORY     - Date     Condition        Report By
 KV6841  HISTORY     - 1989     MONUMENTED       NJ2130
 KV6841  HISTORY     - 19920225 GOOD             NJGS
 KV6841
 KV6841                          STATION DESCRIPTION
 KV6841
 KV6841'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6841'THE STATION IS LOCATED IN THE CITY OF NEWARK AT THE CENTERLINE TEE
 KV6841'INTERSECTION OF FOURTH STREET AND THIRD AVENUE.  TO REACH THE STATION
 KV6841'FROM THE INTERSECTION OF PARK AVENUE AND FIFTH STREET, JUST NORTH OF
 KV6841'BRANCH BROOK PARK, GO NORTH NORTHEAST 0.35 MI (0.56 KM) ON FIFTH
 KV6841'STREET TO THE JUNCTION WITH THIRD AVENUE.  TURN RIGHT AND GO 0.05 MI
 KV6841'(0.08 KM) SOUTHEAST ON THIRD AVENUE TO THE JUNCTION WITH FOURTH
 KV6841'STREET AND THE STATION AHEAD IN THE CENTER OF THE INTERSECTION.  THE
 KV6841'STATION IS 14.2 M (46.6 FT) SOUTH SOUTHWEST FROM A FIRE HYDRANT ON
 KV6841'THE NORTHEAST CORNER OF FOURTH STREET, 11.3 M (37.1 FT) EAST FROM
 KV6841'POLE NUMBER BT 12684N, 14.6 M (47.9 FT) WEST SOUTHWEST FROM THE WEST
 KV6841'CORNER OF THE NANES FINISHING AND ASSEMBLY CORPORATION BUILDING, A
 KV6841'ONE STORY BRICK BUILDING AND 11.4 M (37.4 FT) EAST NORTHEAST FROM THE
 KV6841'ENTER OF A GATE FOR AN 8 FT (2.4 M) HIGH CHAIN LINK FENCE LEADING TO
 KV6841'PLAYING FIELDS.  THE STATION IS A STANDARD CITY OF NEWARK SURVEY
 KV6841'DISK, STAMPED 89196, AND SET IN THE TOP OF A STONE MONUMENT WITHIN A
 KV6841'0.3 M (1.0 FT) SQUARE CAST IRON BOX WHICH IS FLUSH WITH THE PAVING.
 KV6841'THE DISK IS SET 0.2 M (0.7 FT) BELOW THE PAVING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2696 ***********************************************************************
 JU2696  DESIGNATION -  CLAM
 JU2696  PID         -  JU2696
 JU2696  STATE/COUNTY-  NJ/OCEAN
 JU2696  USGS QUAD   -  SHIP BOTTOM (1972)
 JU2696
 JU2696                         *CURRENT SURVEY CONTROL
 JU2696  ___________________________________________________________________
 JU2696* NAD 83(1996)-  39 40 10.01324(N)    074 13 51.16735(W)     ADJUSTED  
 JU2696* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2696  ___________________________________________________________________
 JU2696  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 JU2696  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JU2696
 JU2696  HORZ ORDER  -  THIRD
 JU2696
 JU2696.The horizontal coordinates were established by classical geodetic methods
 JU2696.and adjusted by the National Geodetic Survey in September 1999..
 JU2696
 JU2696.The orthometric height was scaled from a topographic map.
 JU2696
 JU2696.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2696
 JU2696.The geoid height was determined by GEOID03.
 JU2696
 JU2696;                    North         East     Units Scale Factor Converg.
 JU2696;SPC NJ       -    92,851.037   173,089.345   MT  0.99990656   +0 10 18.5
 JU2696;SPC NJ       -   304,628.78    567,877.29   sFT  0.99990656   +0 10 18.5
 JU2696;UTM  18      - 4,391,352.894   565,967.705   MT  0.99965358   +0 29 27.6
 JU2696
 JU2696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2696!SPC NJ       -   1.00000498  x   0.99990656  =   0.99991154
 JU2696!UTM  18      -   1.00000498  x   0.99965358  =   0.99965856
 JU2696
 JU2696|---------------------------------------------------------------------|
 JU2696| PID    Reference Object                     Distance      Geod. Az  |
 JU2696|                                                           dddmmss.s |
 JU2696| CB1359 CLAM RM 1                            17.637 METERS 04413     |
 JU2696| JU2694 TURTLE                              APPROX. 3.0 KM 0603217.2 |
 JU2696| CB1360 CLAM RM 2                            85.998 METERS 30317     |
 JU2696|---------------------------------------------------------------------|
 JU2696
 JU2696                          SUPERSEDED SURVEY CONTROL
 JU2696
 JU2696  NAD 83(1986)-  39 40 10.00471(N)    074 13 51.16126(W) AD(       ) 3
 JU2696  NAD 27      -  39 40 09.57640(N)    074 13 52.65870(W) AD(       ) 3
 JU2696
 JU2696.Superseded values are not recommended for survey control.
 JU2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2696.See file dsdata.txt to determine how the superseded data were derived.
 JU2696
 JU2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6596891353(NAD 83)
 JU2696_MARKER: DS = TRIANGULATION STATION DISK
 JU2696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2696
 JU2696  HISTORY     - Date     Condition        Report By
 JU2696  HISTORY     - 1935     MONUMENTED       CGS
 JU2696  HISTORY     - 1950     GOOD             CGS
 JU2696  HISTORY     - 1962     MARK NOT FOUND   CGS
 JU2696
 JU2696                          STATION DESCRIPTION
 JU2696
 JU2696'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2696'STATION IS LOCATED IN THE MARSH APPROXIMATELY 90 METERS NE OF
 JU2696'THE END OF THE MILL CREEK ROAD.
 JU2696'
 JU2696'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2696'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 JU2696'
 JU2696'DISKS ARE STAMPED, CLAM 1935 AND REFERENCE MARKS STAMPED 1 AND 2
 JU2696'RESPECTIVELY.  REFERENCE MARK NO.2 IS AT THE NE EDGE OF THE
 JU2696'GRAVEL ROAD AND IS IN LINE WITH THE STATION AND BEACH ARLINGTON
 JU2696'STANDPIPE.  REFERENCE MARK NO.1 IS NE OF STATION.
 JU2696'
 JU2696'IT IS REACHED BY FOLLOWING ROAD LEADING FROM MANAHAWKIN TO
 JU2696'BEACH HAVEN.  AFTER LEAVING MANAHAWKIN TAKE FIRST AND ONLY
 JU2696'GRAVEL ROAD LEADING DIAGONALLY TO THE RIGHT OR S.  THIS IS 1.0
 JU2696'MILE FROM MANAHAWKIN.  PASS OVER RAILROAD TRACKS AND GO TO THE
 JU2696'END OF THIS ROAD, 1.3 MILES.  TAKE FOOT PATH LEADING ACROSS OLD
 JU2696'BRIDGE OVER DITCH FOR ABOUT 90 METERS TO THE NW TO STATION.
 JU2696'
 JU2696'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 JU2696
 JU2696                          STATION RECOVERY (1950)
 JU2696
 JU2696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2696'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU2696'ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS--
 JU2696'
 JU2696'STATION IS REACHED BY FOLLOWING THE ROAD LEADING FROM MANAHAWKIN
 JU2696'TO BEACH HAVEN.  AFTER LEAVING MANAHAWKIN, FOLLOW PAVEMENT 1.0
 JU2696'MILE TO A GRAVEL ROAD WHICH LEADS DIAGONALLY TO THE RIGHT (S),
 JU2696'TRAVEL 1.5 MILES ACROSS THE RAILROAD BED ON THE GRAVEL ROAD TO
 JU2696'ITS VERY END AT MILL CREEK.
 JU2696'
 JU2696'STATION IS 282.13 FEET E OF REFERENCE MARK 2 IN LINE WITH
 JU2696'BEACH ARLINGTON STANDPIPE.
 JU2696'
 JU2696'REFERENCE MARK 1 WAS RECOVERED AS DESCRIBED.
 JU2696'
 JU2696'REFERENCE MARK 2 IS 548.4 FEET NW OF THE END OF THE ROAD WHICH
 JU2696'IS THE N MEAN HIGH-WATER LINE OF MILL CREEK, AT THE E EDGE OF
 JU2696'THE ROAD, 10 FEET E OF THE CENTER LINE OF THE ROAD, AND 6 INCHES
 JU2696'BELOW THE SURFACE.  IT IS 14.8 FEET SW OF A CONCRETE POST SITTING
 JU2696'IN A DRAINAGE DITCH ON THE E SIDE OF THE ROAD AND 14.5 FEET W
 JU2696'OF THE CENTER LINE OF THE SAME DITCH.
 JU2696'
 JU2696'DISTANCES TO REFERENCE MARKS WERE CHECKED WITH A STEEL TAPE AND
 JU2696'FOUND TO BE CORRECT.
 JU2696
 JU2696                          STATION RECOVERY (1962)
 JU2696
 JU2696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2696'STATION IS LOST.  IT IS OUT, OR UNDER 5 FEET OF FILL.  CHANNELS
 JU2696'OR LAGOONS HAVE BEEN DUG, AND THE REST OF THE MARSH FILLED FOR
 JU2696'REAL ESTATE DEVELOPMENT.  RM 2 WAS SEARCHED FOR OUTSIDE THE
 JU2696'FILLED AREA, BUT IN THE SHOULDER OF THE WIDENED ROAD, WITHOUT
 JU2696'SUCCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3686 ***********************************************************************
 KV3686  DESIGNATION -  CLARK
 KV3686  PID         -  KV3686
 KV3686  STATE/COUNTY-  NJ/BURLINGTON
 KV3686  USGS QUAD   -  FRANKFORD (1997)
 KV3686
 KV3686                         *CURRENT SURVEY CONTROL
 KV3686  ___________________________________________________________________
 KV3686* NAD 83(1996)-  40 00 30.19683(N)    075 02 07.21445(W)     ADJUSTED  
 KV3686* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV3686  ___________________________________________________________________
 KV3686  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 KV3686  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV3686
 KV3686  HORZ ORDER  -  THIRD
 KV3686
 KV3686.The horizontal coordinates were established by classical geodetic methods
 KV3686.and adjusted by the National Geodetic Survey in September 1999..
 KV3686
 KV3686.The orthometric height was scaled from a topographic map.
 KV3686
 KV3686.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3686
 KV3686.The geoid height was determined by GEOID03.
 KV3686
 KV3686;                    North         East     Units Scale Factor Converg.
 KV3686;SPC NJ       -   130,582.948   104,295.527   MT  0.99992571   -0 20 39.0
 KV3686;SPC NJ       -   428,420.89    342,176.24   sFT  0.99992571   -0 20 39.0
 KV3686;SPC PA S     -    78,516.677   831,748.122   MT  0.99998911   +1 45 40.5
 KV3686;SPC PA S     -   257,600.13  2,728,826.96   sFT  0.99998911   +1 45 40.5
 KV3686;UTM  18      - 4,428,688.804   496,983.984   MT  0.99960011   -0 01 21.8
 KV3686
 KV3686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3686!SPC NJ       -   1.00000506  x   0.99992571  =   0.99993077
 KV3686!SPC PA S     -   1.00000506  x   0.99998911  =   0.99999417
 KV3686!UTM  18      -   1.00000506  x   0.99960011  =   0.99960516
 KV3686
 KV3686:                Primary Azimuth Mark                     Grid Az
 KV3686:SPC NJ       -  TACONY ST VINCENTS SCH CUPOLA            013 24 42.7
 KV3686:SPC PA S     -  TACONY ST VINCENTS SCH CUPOLA            011 18 23.2
 KV3686:UTM  18      -  TACONY ST VINCENTS SCH CUPOLA            013 05 25.5
 KV3686
 KV3686|---------------------------------------------------------------------|
 KV3686| PID    Reference Object                     Distance      Geod. Az  |
 KV3686|                                                           dddmmss.s |
 KV3686| KV3689 TACONY ST VINCENTS SCH CUPOLA       APPROX. 1.6 KM 0130403.7 |
 KV3686| KV3684 TACONY TIOGA STEEL CO CHIMNEY       APPROX. 2.0 KM 0262008.4 |
 KV3686| KV3683 RIVERTON PAL WATER WKS CHIMNEY      APPROX. 0.9 KM 0714329.8 |
 KV3686| CB3837 CLARK RM 1                           19.730 METERS 12855     |
 KV3686| CB3838 CLARK RM 2                           12.640 METERS 13454     |
 KV3686| JU3039 DELAIR CAMDEN WATER WKS STACK       APPROX. 2.5 KM 2091904.0 |
 KV3686| KV3671 BRIDESBURG PRESB CHURCH SPIRE       APPROX. 2.7 KM 2554724.8 |
 KV3686| KV3667 PHILADELPHIA ALL SAINTS SPIRE       APPROX. 3.1 KM 2554842.6 |
 KV3686| KV3668 FRANKFORD LENNING CO CHIMNEY        APPROX. 2.3 KM 2563226.9 |
 KV3686| KV3664 FRANKFORD LENNING CO STANDPIPE      APPROX. 2.3 KM 2565702.2 |
 KV3686| KV3678 TACONY H DISSTON SONS CHIMNEY       APPROX. 1.2 KM 3423825.9 |
 KV3686|---------------------------------------------------------------------|
 KV3686
 KV3686                          SUPERSEDED SURVEY CONTROL
 KV3686
 KV3686  NAD 83(1991)-  40 00 30.19415(N)    075 02 07.21713(W) AD(       ) 3
 KV3686  NAD 83(1986)-  40 00 30.19332(N)    075 02 07.21888(W) AD(       ) 3
 KV3686  NAD 27      -  40 00 29.79100(N)    075 02 08.59900(W) AD(       ) 3
 KV3686
 KV3686.Superseded values are not recommended for survey control.
 KV3686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3686.See file dsdata.txt to determine how the superseded data were derived.
 KV3686
 KV3686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9698428689(NAD 83)
 KV3686
 KV3686  HISTORY     - Date     Condition        Report By
 KV3686  HISTORY     - 1884     MONUMENTED       CGS
 KV3686  HISTORY     - 1925     GOOD             CGS
 KV3686  HISTORY     - 1935     GOOD             CGS
 KV3686  HISTORY     - 1946     MARK NOT FOUND   CGS
 KV3686
 KV3686                          STATION DESCRIPTION
 KV3686
 KV3686'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 KV3686'STATION FOUND.  THE CEMENT HAD BROKEN UP ABOUT THE TWO REFERENCE
 KV3686'MARKS, BUT THE BOTTOM SECTION OF BOTH TERRA COTTA PIPES WERE
 KV3686'FOUND BY DIGGING.  THEY WERE SURROUNDED BY CONCRETE AND STANDARD
 KV3686'REFERENCE MARKS PLACED ON TOP.  A TRIANGULAR BLAZE WITH A NAIL
 KV3686'IN EACH CORNER AND ONE IN THE CENTER WAS CUT ON THE ONLY TREE IN
 KV3686'THE VICINITY.
 KV3686'
 KV3686'LETTER FROM TACONY-PALMYRA FERRY COMPANY, PALMYRA, NEW JERSEY
 KV3686'4/3/28, STATES ONE OF THE REFERENCE MARKS WILL BE DESTROYED
 KV3686'DURING CONSTRUCTION WORK.
 KV3686'
 KV3686'HEIGHT OF TARGET 20 FEET.
 KV3686
 KV3686                          STATION RECOVERY (1935)
 KV3686
 KV3686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV3686'STATION N OF PALMYRA, ON (EIGHT MILE POINT), ON CREST OF A NW-SE
 KV3686'LEVEE, ABOUT 0.2 MILE NE OF TACONY-PALMYRA BRIDGE TOLL GATE,
 KV3686'47.859 METERS SE OF RIVERTON CENTER LINE OF UNITED STATES ARMY
 KV3686'ENGINEERS (WHICH SEE).  ABOUT 2-1/2 FEET UNDERGROUND.  A DISK IN
 KV3686'A MASS OF CONCRETE SURMOUNTING AN IRON PIPE.
 KV3686'
 KV3686'ONE REFERENCE MARK WAS FOUND 1-1/2 FEET UNDERGROUND SE OF
 KV3686'STATION ON THE SW EDGE OF CREST OF THE LEVEE.  A NAIL CONCRETED
 KV3686'IN THE UPPER END OF A TILE PIPE.
 KV3686'
 KV3686'POSITION RE-DETERMINED BY TIE TO RIVERTON CENTER LINE OF UNITED
 KV3686'STATES ARMY ENGINEERS.
 KV3686
 KV3686                          STATION RECOVERY (1946)
 KV3686
 KV3686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 KV3686'STATION NOR REFERENCE MARKS WERE FOUND IN A THREE-HOURS
 KV3686'SEARCH.  APPARENTLY THE STATION HAS BEEN WASHED OUT DUE TO PART
 KV3686'OF THE DIKE ERODING HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6998 ***********************************************************************
 KV6998  DESIGNATION -  CLARK 1
 KV6998  PID         -  KV6998
 KV6998  STATE/COUNTY-  NJ/UNION
 KV6998  USGS QUAD   -  PERTH AMBOY (1981)
 KV6998
 KV6998                         *CURRENT SURVEY CONTROL
 KV6998  ___________________________________________________________________
 KV6998* NAD 83(1996)-  40 36 30.69733(N)    074 18 46.64941(W)     ADJUSTED  
 KV6998* NAVD 88     -        29.4    (meters)      96.     (feet)  GPS OBS   
 KV6998  ___________________________________________________________________
 KV6998  X           -   1,311,085.015 (meters)                     COMP
 KV6998  Y           -  -4,668,386.191 (meters)                     COMP
 KV6998  Z           -   4,129,514.319 (meters)                     COMP
 KV6998  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 KV6998  ELLIP HEIGHT-          -3.26  (meters)          (10/23/02) GPS OBS
 KV6998  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KV6998
 KV6998  HORZ ORDER  -  FIRST
 KV6998  ELLP ORDER  -  FOURTH    CLASS I
 KV6998
 KV6998.The horizontal coordinates were established by GPS observations
 KV6998.and adjusted by the National Geodetic Survey in May 1999..
 KV6998
 KV6998.The orthometric height was determined by GPS observations and a
 KV6998.high-resolution geoid model.
 KV6998
 KV6998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6998
 KV6998.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6998
 KV6998.The ellipsoidal height was determined by GPS observations
 KV6998.and is referenced to NAD 83.
 KV6998
 KV6998.The geoid height was determined by GEOID03.
 KV6998
 KV6998;                    North         East     Units Scale Factor Converg.
 KV6998;SPC NJ       -   197,095.605   165,827.960   MT  0.99990308   +0 07 18.3
 KV6998;SPC NJ       -   646,637.83    544,053.90   sFT  0.99990308   +0 07 18.3
 KV6998;SPC NY L     -    49,113.871   273,513.991   MT  1.00000374   -0 12 16.9
 KV6998;SPC NY L     -   161,134.43    897,353.82   sFT  1.00000374   -0 12 16.9
 KV6998;UTM  18      - 4,495,528.152   558,122.001   MT  0.99964158   +0 26 49.9
 KV6998
 KV6998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6998!SPC NJ       -   1.00000051  x   0.99990308  =   0.99990359
 KV6998!SPC NY L     -   1.00000051  x   1.00000374  =   1.00000425
 KV6998!UTM  18      -   1.00000051  x   0.99964158  =   0.99964209
 KV6998
 KV6998|---------------------------------------------------------------------|
 KV6998| PID    Reference Object                     Distance      Geod. Az  |
 KV6998|                                                           dddmmss.s |
 KV6998| KV6843 CLARK 2                             348.410 METERS 01708     |
 KV6998|---------------------------------------------------------------------|
 KV6998
 KV6998                          SUPERSEDED SURVEY CONTROL
 KV6998
 KV6998  ELLIP H (05/14/99)   -3.25   (m)                       GP(       ) 4 1
 KV6998  NAD 83(1996)-  40 36 30.69697(N)    074 18 46.64987(W) AD(       ) 1
 KV6998  NAD 83(1992)-  40 36 30.69589(N)    074 18 46.64945(W) AD(       ) 1
 KV6998  ELLIP H (04/25/94)   -3.31   (m)                       GP(       ) 3 1
 KV6998
 KV6998.Superseded values are not recommended for survey control.
 KV6998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6998.See file dsdata.txt to determine how the superseded data were derived.
 KV6998
 KV6998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5812295528(NAD 83)
 KV6998_MARKER: DD = SURVEY DISK
 KV6998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6998_SP_SET: CONCRETE POST
 KV6998_STAMPING: CLARK 1 1991
 KV6998_MARK LOGO: NJHA  
 KV6998_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6998+STABILITY: SURFACE MOTION
 KV6998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6998+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1994
 KV6998
 KV6998  HISTORY     - Date     Condition        Report By
 KV6998  HISTORY     - 1991     MONUMENTED       NJHA
 KV6998  HISTORY     - 19930429 GOOD
 KV6998  HISTORY     - 19940427 GOOD             NJGS
 KV6998
 KV6998                          STATION DESCRIPTION
 KV6998
 KV6998'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 KV6998'THE STATION IS LOCATED IN THE TOWNSHIP OF CLARK IN THE CENTER GRASS
 KV6998'MEDIAN TO THE LEFT OF THE NORTHBOUND LANES OF THE GARDEN STATE
 KV6998'PARKWAY AT ABOUT MILEPOINT 134.88.  THE STATION IS ABOUT 0.2 MI
 KV6998'(0.3 KM) NORTH OF THE LAKE AVENUE OVERPASS AND ABOUT 0.45 MI
 KV6998'(0.72 KM) SOUTH OF THE MADISON HILL ROAD OVERPASS.  THE STATION IS
 KV6998'229 FT (69.8 M) SOUTH FROM THE CENTER OF PAVEMENT OF A TURNAROUND IN
 KV6998'THE GRASS MEDIAN, 188.5 FT (57.5 M) SOUTH FROM THE NORTHERLY MOST END
 KV6998'OF MEDIAN GUIDE RAIL ENDING AT THE TURNAROUND AND 11.9 FT (3.6 M)
 KV6998'EAST OF AND NORMAL TO THE FACE OF THE MEDIAN GUIDE RAIL.  THE STATION
 KV6998'IS SET FLUSH WITH THE GROUND.
 KV6998
 KV6998                          STATION RECOVERY (1993)
 KV6998
 KV6998'RECOVERED 1993
 KV6998'RECOVERED IN GOOD CONDITION.
 KV6998
 KV6998                          STATION RECOVERY (1994)
 KV6998
 KV6998'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 KV6998'THE STATION IS LOCATED IN THE TOWNSHIP OF CLARK IN THE CENTER GRASS
 KV6998'MEDIAN TO THE LEFT OF THE NORTHBOUND LANES OF THE GARDEN STATE PARKWAY
 KV6998'AT ABOUT MILEPOINT 134.88.  THE STATION IS ABOUT 0.2 MI (0.3 KM) NORTH
 KV6998'OF THE LAKE AVENUE OVERPASS AND ABOUT 0.45 MI (0.72 KM) SOUTH OF THE
 KV6998'MADISON HILL ROAD OVERPASS.  THE STATION IS 229 FT (69.8 M) SOUTH FROM
 KV6998'THE CENTER OF PAVEMENT OF A TURNAROUND IN THE GRASS MEDIAN, 188.5 FT
 KV6998'(57.5 M) SOUTH FROM THE NORTHERLY MOST END OF MEDIAN GUIDE RAIL ENDING
 KV6998'AT THE TURNAROUND AND 11.9 FT (3.6 M) EAST OF AND NORMAL TO THE FACE
 KV6998'OF THE MEDIAN GUIDE RAIL.  THE STATION IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4138 ***********************************************************************
 KV4138  DESIGNATION -  CLARK 1913
 KV4138  PID         -  KV4138
 KV4138  STATE/COUNTY-  NJ/HUDSON
 KV4138  USGS QUAD   -  ORANGE (1981)
 KV4138
 KV4138                         *CURRENT SURVEY CONTROL
 KV4138  ___________________________________________________________________
 KV4138* NAD 83(1996)-  40 45 03.06607(N)    074 09 44.47899(W)     ADJUSTED  
 KV4138* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 KV4138  ___________________________________________________________________
 KV4138  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 KV4138  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KV4138
 KV4138  HORZ ORDER  -  SECOND
 KV4138
 KV4138.The horizontal coordinates were established by classical geodetic methods
 KV4138.and adjusted by the National Geodetic Survey in September 1999..
 KV4138
 KV4138.The orthometric height was scaled from a topographic map.
 KV4138
 KV4138.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4138
 KV4138.The geoid height was determined by GEOID03.
 KV4138
 KV4138;                    North         East     Units Scale Factor Converg.
 KV4138;SPC NJ       -   212,936.877   178,511.677   MT  0.99991000   +0 13 13.5
 KV4138;SPC NJ       -   698,610.40    585,667.06   sFT  0.99991000   +0 13 13.5
 KV4138;SPC NY L     -    64,884.085   286,288.959   MT  0.99999639   -0 06 22.3
 KV4138;SPC NY L     -   212,873.87    939,266.36   sFT  0.99999639   -0 06 22.3
 KV4138;UTM  18      - 4,511,437.261   570,712.188   MT  0.99966154   +0 32 48.5
 KV4138
 KV4138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4138!SPC NJ       -   1.00000433  x   0.99991000  =   0.99991433
 KV4138!SPC NY L     -   1.00000433  x   0.99999639  =   1.00000072
 KV4138!UTM  18      -   1.00000433  x   0.99966154  =   0.99966587
 KV4138
 KV4138:                Primary Azimuth Mark                     Grid Az
 KV4138:SPC NJ       -  PROS                                     336 29 27.7
 KV4138:SPC NY L     -  PROS                                     336 49 03.5
 KV4138:UTM  18      -  PROS                                     336 09 52.7
 KV4138
 KV4138|---------------------------------------------------------------------|
 KV4138| PID    Reference Object                     Distance      Geod. Az  |
 KV4138|                                                           dddmmss.s |
 KV4138| KV4160 PROS                                APPROX. 1.7 KM 3364241.2 |
 KV4138|---------------------------------------------------------------------|
 KV4138
 KV4138                          SUPERSEDED SURVEY CONTROL
 KV4138
 KV4138  NAD 83(1996)-  40 45 03.06590(N)    074 09 44.47922(W) AD(       ) 2
 KV4138  NAD 83(1986)-  40 45 03.06297(N)    074 09 44.48295(W) AD(       ) 2
 KV4138  NAD 27      -  40 45 02.70000(N)    074 09 45.96200(W) AD(       ) 2
 KV4138
 KV4138.Superseded values are not recommended for survey control.
 KV4138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4138.See file dsdata.txt to determine how the superseded data were derived.
 KV4138
 KV4138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7071211437(NAD 83)
 KV4138_MARKER: DS = TRIANGULATION STATION DISK
 KV4138_SETTING: 0 = UNSPECIFIED SETTING
 KV4138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4138
 KV4138  HISTORY     - Date     Condition        Report By
 KV4138  HISTORY     - 1913     MONUMENTED       CGS
 KV4138  HISTORY     - 1933     GOOD             CGS
 KV4138  HISTORY     - 1933     GOOD             CGS
 KV4138
 KV4138                          STATION DESCRIPTION
 KV4138
 KV4138'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4138'STATION IS ON THE SE TOWER OF BUILDING NO.2 OF THE CLARKS THREAD
 KV4138'COMPANY ON THE E SIDE OF PASSAIC RIVER IN THE TOWN OF HARRISON.  THE
 KV4138'STATION IS 7.34 FEET FROM THE W SIDE OF THE TOWER ROOF AND 5.33
 KV4138'FEET FROM THE S SIDE.
 KV4138'
 KV4138'THERE IS A FLAGPOLE IN THE CENTER OF THE TOWER ROOF.
 KV4138'
 KV4138'THE STATION MARK IS A C. AND G.S. STANDARD BRASS DISK CEMENTED
 KV4138'TO THE ROOF.
 KV4138
 KV4138                          STATION RECOVERY (1933)
 KV4138
 KV4138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4138'STATION RECOVERED IN GOOD CONDITION FROM THE ORIGINAL DESCRIPTION.
 KV4138'
 KV4138'A COMPLETE DESCRIPTION FOLLOWS--
 KV4138'
 KV4138'THIS STATION IS ON THE E SIDE OF THE PASSAIC RIVER, IN HARRISON,
 KV4138'N OF CENTRAL AVENUE BETWEEN GRANT AND PASSAIC AVENUES.  IT IS ON THE
 KV4138'CLARK THREAD COMPANY BUILDING (A 5-STORY, RED BRICK STRUCTURE) ATOP
 KV4138'ITS CENTRAL TOWER WHICH RISES APPROXIMATELY 35 FEET ABOVE THE
 KV4138'MAIN ROOF.  THE STATION IS SW OF A FLAGPOLE ON THIS TOWER.
 KV4138'
 KV4138'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK SET IN
 KV4138'CONCRETE.  NO REFERENCE MARKS WERE PLACED.
 KV4138'
 KV4138'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4138'
 KV4138'NORMAL TO INSIDE OF N PARAPET 4.71 METERS
 KV4138'
 KV4138'NORMAL TO INSIDE OF W PARAPET 3.53 METERS
 KV4138'
 KV4138'NORMAL TO INSIDE OF E PARAPET 2.21 METERS
 KV4138'
 KV4138'TO NE INSIDE CORNER OF PARAPET 7.74 METERS
 KV4138'
 KV4138'TO NW INSIDE CORNER OF PARAPET 3.84 METERS
 KV4138'
 KV4138'TO CENTER OF FLAGPOLE AT BASE 1.70 METERS
 KV4138'
 KV4138'THERE IS AMPLE ROOM AND FAIR FOOTING FOR CENTRAL TRIPOD
 KV4138'SET-UPS (USING THREE SLAG-COVERED CONCRETE MOUNDS FOR LEG-POINT
 KV4138'SUPPORT).  THE UNSTABLE WOODEN ROOF NECESSITATES AN OBSERVERS
 KV4138'PLATFORM.
 KV4138
 KV4138                          STATION RECOVERY (1933)
 KV4138
 KV4138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4138'STATION RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES--
 KV4138'
 KV4138'ALL REFERENCE MEASUREMENTS SHOULD BE DISCARDED AND FOLLOWING
 KV4138'SUBSTITUTED--
 KV4138'
 KV4138'NORMAL TO OUTSIDE EDGE OF TOWER ROOF TO N 4.71 METERS
 KV4138'
 KV4138'NORMAL TO OUTSIDE EDGE OF TOWER ROOF TO E 3.52 METERS
 KV4138'
 KV4138'NORMAL TO OUTSIDE EDGE OF TOWER ROOF TO W 2.21 METERS
 KV4138'
 KV4138'TO NE CORNER OF TOWER ROOF 5.17 METERS
 KV4138'
 KV4138'TO NW CORNER OF TOWER ROOF 5.88 METERS
 KV4138'
 KV4138'TO CENTER OF FLAGPOLE AT BASE 1.70 METERS
 KV4138'
 KV4138'TO SE INSIDE CORNER OF HATCH 2.19 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6843 ***********************************************************************
 KV6843  DESIGNATION -  CLARK 2
 KV6843  PID         -  KV6843
 KV6843  STATE/COUNTY-  NJ/UNION
 KV6843  USGS QUAD   -  PERTH AMBOY (1981)
 KV6843
 KV6843                         *CURRENT SURVEY CONTROL
 KV6843  ___________________________________________________________________
 KV6843* NAD 83(1996)-  40 36 41.49088(N)    074 18 42.28217(W)     ADJUSTED  
 KV6843* NAVD 88     -        22.0    (meters)      72.     (feet)  GPS OBS   
 KV6843  ___________________________________________________________________
 KV6843  X           -   1,311,123.744 (meters)                     COMP
 KV6843  Y           -  -4,668,144.397 (meters)                     COMP
 KV6843  Z           -   4,129,762.269 (meters)                     COMP
 KV6843  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 KV6843  ELLIP HEIGHT-         -10.64  (meters)          (10/23/02) GPS OBS
 KV6843  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KV6843
 KV6843  HORZ ORDER  -  FIRST
 KV6843  ELLP ORDER  -  FOURTH    CLASS I
 KV6843
 KV6843.The horizontal coordinates were established by GPS observations
 KV6843.and adjusted by the National Geodetic Survey in May 1999..
 KV6843
 KV6843.The orthometric height was determined by GPS observations and a
 KV6843.high-resolution geoid model.
 KV6843
 KV6843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6843
 KV6843.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6843
 KV6843.The ellipsoidal height was determined by GPS observations
 KV6843.and is referenced to NAD 83.
 KV6843
 KV6843.The geoid height was determined by GEOID03.
 KV6843
 KV6843;                    North         East     Units Scale Factor Converg.
 KV6843;SPC NJ       -   197,428.731   165,929.906   MT  0.99990312   +0 07 21.1
 KV6843;SPC NJ       -   647,730.76    544,388.37   sFT  0.99990312   +0 07 21.1
 KV6843;SPC NY L     -    49,446.445   273,617.844   MT  1.00000352   -0 12 14.1
 KV6843;SPC NY L     -   162,225.54    897,694.54   sFT  1.00000352   -0 12 14.1
 KV6843;UTM  18      - 4,495,861.765   558,222.027   MT  0.99964172   +0 26 52.9
 KV6843
 KV6843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6843!SPC NJ       -   1.00000167  x   0.99990312  =   0.99990479
 KV6843!SPC NY L     -   1.00000167  x   1.00000352  =   1.00000519
 KV6843!UTM  18      -   1.00000167  x   0.99964172  =   0.99964339
 KV6843
 KV6843|---------------------------------------------------------------------|
 KV6843| PID    Reference Object                     Distance      Geod. Az  |
 KV6843|                                                           dddmmss.s |
 KV6843| KV6998 CLARK 1                             348.410 METERS 19708     |
 KV6843|---------------------------------------------------------------------|
 KV6843
 KV6843                          SUPERSEDED SURVEY CONTROL
 KV6843
 KV6843  ELLIP H (05/14/99)  -10.63   (m)                       GP(       ) 4 1
 KV6843  NAD 83(1996)-  40 36 41.49052(N)    074 18 42.28263(W) AD(       ) 1
 KV6843  NAD 83(1992)-  40 36 41.48945(N)    074 18 42.28220(W) AD(       ) 1
 KV6843  ELLIP H (04/25/94)  -10.70   (m)                       GP(       ) 3 1
 KV6843  NAD 83(1986)-  40 36 41.48996(N)    074 18 42.28404(W) AD(       ) 1
 KV6843
 KV6843.Superseded values are not recommended for survey control.
 KV6843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6843.See file dsdata.txt to determine how the superseded data were derived.
 KV6843
 KV6843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5822295862(NAD 83)
 KV6843_MARKER: DD = SURVEY DISK
 KV6843_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV6843_SP_SET: CULVERT WINGWALL
 KV6843_STAMPING: CLARK 2 1991
 KV6843_MARK LOGO: NJHA  
 KV6843_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6843+STABILITY: SURFACE MOTION
 KV6843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6843+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1994
 KV6843
 KV6843  HISTORY     - Date     Condition        Report By
 KV6843  HISTORY     - 1991     MONUMENTED       NJHA
 KV6843  HISTORY     - 19920831 GOOD             NJGS
 KV6843  HISTORY     - 19930429 GOOD
 KV6843  HISTORY     - 19940427 GOOD             NJGS
 KV6843
 KV6843                          STATION DESCRIPTION
 KV6843
 KV6843'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6843'THE STATION IS LOCATED IN THE TOWNSHIP OF CLARK TOWNSHIP ON THE EAST
 KV6843'SIDE OF THE NORTHBOUND LANES OF THE GARDEN STATE PARKWAY ON TOP OF A
 KV6843'CULVERT HEADWALL IN THE GRASS MEDIAN, JUST WEST OF THE EXIT RAMP FROM
 KV6843'THE MADISON HILL REST AREA ONTO THE NORTHBOUND LANES AT MILEPOINT
 KV6843'135.1.  THE STATION IS 0.4 MI (0.6 KM) NORTH OF THE LAKE AVENUE
 KV6843'OVERPASS AND ABOUT 0.2 MI (0.3 KM) SOUTH OF THE MADISON HILL
 KV6843'OVERPASS.  THE STATION IS 32.5 FT (9.9 M) WEST FROM A NAIL SET IN THE
 KV6843'PAVEMENT AT THE WEST SIDE OF THE RAMP, 116.0 FT (35.4 M) NORTH
 KV6843'NORTHEAST FROM A 21 INCH DIAMETER OAK TREE WITH NAIL AND COIN AND
 KV6843'105.0 FT (32.0 M) NORTH NORTHWEST FROM THE SOUTH END OF THE GUIDE
 KV6843'RAIL AT THE EAST SIDE OF THE RAMP.
 KV6843'THE STATION IS LOCATED IN CLARK TOWNSHIP ON THE EAST SIDE OF THE
 KV6843'NORTHBOUND LANES OF THE GARDEN STATE PARKWAY ON TOP OF A CULVERT
 KV6843'HEADWALL IN THE GRASS MEDIAN, JUST WEST OF THE EXIT RAMP FROM THE
 KV6843'MADISON HILL REST AREA ONTO THE NORTHBOUND LANES AT MILEPOINT 135.1.
 KV6843'THE STATION IS 0.4 MI (0.6 KM) NORTH OF THE LAKE AVENUE OVERPASS AND
 KV6843'ABOUT 0.2 MI (0.3 KM) SOUTH OF THE MADISON HILL OVERPASS.  THE
 KV6843'STATION IS 32.5 FT (9.9 M) WEST FROM A NAIL SET IN THE PAVEMENT AT
 KV6843'THE WEST SIDE OF THE RAMP, 116.0 FT (35.4 M) NORTH NORTHEAST FROM A
 KV6843'21 INCH DIAMETER OAK TREE WITH NAIL AND COIN AND 105.0 FT (32.0 M)
 KV6843'NORTH NORTHWEST FROM THE SOUTH END OF THE GUIDE RAIL AT THE EAST SIDE
 KV6843'OF THE RAMP.
 KV6843
 KV6843                          STATION RECOVERY (1993)
 KV6843
 KV6843'RECOVERED 1993
 KV6843'RECOVERED IN GOOD CONDITION.
 KV6843
 KV6843                          STATION RECOVERY (1994)
 KV6843
 KV6843'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 KV6843'THE STATION IS LOCATED IN THE TOWNSHIP OF CLARK TOWNSHIP ON THE EAST
 KV6843'SIDE OF THE NORTHBOUND LANES OF THE GARDEN STATE PARKWAY ON TOP OF A
 KV6843'CULVERT HEADWALL IN THE GRASS MEDIAN, JUST WEST OF THE EXIT RAMP FROM
 KV6843'THE MADISON HILL REST AREA ONTO THE NORTHBOUND LANES AT MILEPOINT
 KV6843'135.1.  THE STATION IS 0.4 MI (0.6 KM) NORTH OF THE LAKE AVENUE
 KV6843'OVERPASS AND ABOUT 0.2 MI (0.3 KM) SOUTH OF THE MADISON HILL OVERPASS.
 KV6843'THE STATION IS 32.5 FT (9.9 M) WEST FROM A NAIL SET IN THE PAVEMENT AT
 KV6843'THE WEST SIDE OF THE RAMP, 116.0 FT (35.4 M) NORTH NORTHEAST FROM A 21
 KV6843'INCH DIAMETER OAK TREE WITH NAIL AND COIN AND 105.0 FT (32.0 M) NORTH
 KV6843'NORTHWEST FROM THE SOUTH END OF THE GUIDE RAIL AT THE EAST SIDE OF THE
 KV6843'RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3085 ***********************************************************************
 JU3085  DESIGNATION -  CLARKSBORO EAST GREENWICH TANK
 JU3085  PID         -  JU3085
 JU3085  STATE/COUNTY-  NJ/GLOUCESTER
 JU3085  USGS QUAD   -  WOODBURY (1995)
 JU3085
 JU3085                         *CURRENT SURVEY CONTROL
 JU3085  ___________________________________________________________________
 JU3085* NAD 83(1996)-  39 48 00.14004(N)    075 13 30.77961(W)     ADJUSTED  
 JU3085* NAVD 88     -                                                        
 JU3085  ___________________________________________________________________
 JU3085  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 JU3085  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JU3085
 JU3085  HORZ ORDER  -  THIRD
 JU3085
 JU3085.The horizontal coordinates were established by classical geodetic methods
 JU3085.and adjusted by the National Geodetic Survey in September 1999..
 JU3085
 JU3085
 JU3085.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3085
 JU3085.The geoid height was determined by GEOID03.
 JU3085
 JU3085;                    North         East     Units Scale Factor Converg.
 JU3085;SPC NJ       -   107,565.998    87,896.607   MT  0.99994747   -0 27 51.2
 JU3085;SPC NJ       -   352,906.11    288,374.12   sFT  0.99994747   -0 27 51.2
 JU3085;SPC PA S     -    54,911.564   816,204.193   MT  1.00002352   +1 38 17.0
 JU3085;SPC PA S     -   180,155.69  2,677,829.92   sFT  1.00002352   +1 38 17.0
 JU3085;SPC DE       -   199,845.324   216,396.174   MT  0.99999831   +0 07 21.2
 JU3085;SPC DE       -   655,659.20    709,959.78   sFT  0.99999831   +0 07 21.2
 JU3085;UTM  18      - 4,405,588.132   480,719.615   MT  0.99960458   -0 08 39.0
 JU3085
 JU3085                          SUPERSEDED SURVEY CONTROL
 JU3085
 JU3085  NAD 83(1991)-  39 48 00.13817(N)    075 13 30.78051(W) AD(       ) 4
 JU3085  NAD 83(1986)-  39 48 00.13268(N)    075 13 30.78391(W) AD(       ) 4
 JU3085  NAD 27      -  39 47 59.73300(N)    075 13 32.12900(W) AD(       ) 3
 JU3085
 JU3085.Superseded values are not recommended for survey control.
 JU3085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3085.See file dsdata.txt to determine how the superseded data were derived.
 JU3085
 JU3085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8072005588(NAD 83)
 JU3085_MARKER: 53 = ELEVATED TANK
 JU3085
 JU3085  HISTORY     - Date     Condition        Report By
 JU3085  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3085  HISTORY     - 1958     GOOD             CGS
 JU3085
 JU3085                          STATION DESCRIPTION
 JU3085
 JU3085'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3085'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE EAST
 JU3085'GREENWICH TOWNSHIP WATER TANK BEHIND THE EAST GREENWICH FIRE
 JU3085'ASSOCIATION, ENGINE HOUSE ABOUT 300 FEET NW OF THE MAIN STREET
 JU3085'INTERSECTION OF TOWN ALONG THE PAULSBORO ROAD.  THE TANK
 JU3085'IS ABOUT 150 FEET SW OF PAULSBORO ROAD.  IT IS A SILVER
 JU3085'TANK ABOUT 125 FEET HIGH AND IS LETTERED EAST GREENWICH
 JU3085'TOWNSHIP ON THE E SIDE.  IT IS VERY PROMINENT FROM ALL
 JU3085'DIRECTIONS.
 JU3085
 JU3085                          STATION RECOVERY (1958)
 JU3085
 JU3085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 JU3085'THE APEX OF THE CLARKSBORO, GREENWICH TOWNSHIP, WATER TANK,
 JU3085'LOCATED IN THE CENTRAL PART OF CLARKSBORO.  IT IS 275 FEET
 JU3085'NORTH-NORTHWEST OF COUNTY ROAD NUMBER 551 AND 185 FEET SOUTHWEST
 JU3085'OF THE CENTER OF COHAWKIN ROAD.  IT IS A 4-LEGGED STEEL STRUCTURE
 JU3085'170 FEET HIGH, THE LEGS ARE PAINTED BLACK AND THE TANK IS
 JU3085'PAINTED SILVER.  THE TANK IS A CYLINDRICAL SHAPED WITH A CONICAL
 JU3085'SHAPED ROOF THAT HAS A SMALL BALL ON ITS TOP AND CENTER.
 JU3085'
 JU3085'THE POINT OBSERVED UPON WAS THE BALL ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6386 ***********************************************************************
 KV6386  DESIGNATION -  CLEAT
 KV6386  PID         -  KV6386
 KV6386  STATE/COUNTY-  NJ/BURLINGTON
 KV6386  USGS QUAD   -  BRISTOL (1981)
 KV6386
 KV6386                         *CURRENT SURVEY CONTROL
 KV6386  ___________________________________________________________________
 KV6386* NAD 83(1996)-  40 07 24.98395(N)    074 46 30.22185(W)     ADJUSTED  
 KV6386* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6386  ___________________________________________________________________
 KV6386  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 KV6386  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV6386
 KV6386  HORZ ORDER  -  THIRD
 KV6386
 KV6386.The horizontal coordinates were established by classical geodetic methods
 KV6386.and adjusted by the National Geodetic Survey in September 1999..
 KV6386.No horizontal observational check was made to the station.
 KV6386
 KV6386.The orthometric height was scaled from a topographic map.
 KV6386
 KV6386.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6386
 KV6386.The geoid height was determined by GEOID03.
 KV6386
 KV6386;                    North         East     Units Scale Factor Converg.
 KV6386;SPC NJ       -   143,274.067   126,556.163   MT  0.99990676   -0 10 38.1
 KV6386;SPC NJ       -   470,058.33    415,209.68   sFT  0.99990676   -0 10 38.1
 KV6386;SPC PA S     -    92,018.348   853,528.689   MT  0.99997570   +1 55 48.4
 KV6386;SPC PA S     -   301,896.86  2,800,285.37   sFT  0.99997570   +1 55 48.4
 KV6386;UTM  18      - 4,441,500.740   519,166.015   MT  0.99960452   +0 08 41.9
 KV6386
 KV6386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6386!SPC NJ       -   1.00000504  x   0.99990676  =   0.99991180
 KV6386!SPC PA S     -   1.00000504  x   0.99997570  =   0.99998074
 KV6386!UTM  18      -   1.00000504  x   0.99960452  =   0.99960956
 KV6386
 KV6386                          SUPERSEDED SURVEY CONTROL
 KV6386
 KV6386  NAD 83(1986)-  40 07 24.98212(N)    074 46 30.22180(W) AD(       ) 3
 KV6386
 KV6386.Superseded values are not recommended for survey control.
 KV6386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6386.See file dsdata.txt to determine how the superseded data were derived.
 KV6386
 KV6386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1916641501(NAD 83)
 KV6386_MARKER: Z = SEE DESCRIPTION
 KV6386_SETTING: 0 = UNSPECIFIED SETTING
 KV6386_MARK LOGO: USE   
 KV6386_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6386+SATELLITE: SATELLITE OBSERVATIONS - 1959
 KV6386
 KV6386  HISTORY     - Date     Condition        Report By
 KV6386  HISTORY     - 1959     MONUMENTED       USE
 KV6386
 KV6386                          STATION DESCRIPTION
 KV6386
 KV6386'DESCRIBED BY US ENGINEERS 1959
 KV6386'THE STATION IS LOCATED ON THE S SHORE OF THE DELAWARE RIVER NEAR
 KV6386'ROEBLING AND SE FROM KINKORA BAR.
 KV6386'TO REACH STATION PROCEED BY BOAT C.F.I. DOCK, FORMERLY J A ROEBLING.
 KV6386'IT IS LOCATED ON THE DOCK.
 KV6386'STATION MARK IS A TRIANGULAR CHISEL CUT IN THE TOP OF THE FOURTH CLEAT
 KV6386'FROM LOWER END OF THE DOCK.  IT IS LOCATED 36.93 M (121.2 FT) FROM
 KV6386'DOWNSTREAM FACE OF THE DOCK, 36.37 M (119.3 FT) NE FROM BM SPIKE ON
 KV6386'TELEPHONE POLE NO. 88 NEAR LOWER END OF DOCK, AND 13.98 M (45.9 FT)
 KV6386'FROM PK NAIL TELEPHONE POLE THAT IS INSHORE AND JUST UPSTREAM.
 KV6386'BM IS A RR SPIKE 1.3 FT ABOVE THE GROUND ON OUTSHORE FACE OF TELEPHONE
 KV6386'POLE NO. 88.  ELEVATION OF SPIKE IS 9.18 FT PROJECT DATUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU3903 ***********************************************************************
 KU3903  DESIGNATION -  CLIFFSIDE
 KU3903  PID         -  KU3903
 KU3903  STATE/COUNTY-  NJ/BERGEN
 KU3903  USGS QUAD   -  CENTRAL PARK (1979)
 KU3903
 KU3903                         *CURRENT SURVEY CONTROL
 KU3903  ___________________________________________________________________
 KU3903* NAD 83(1996)-  40 49 04.43889(N)    073 58 59.49725(W)     ADJUSTED  
 KU3903* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 KU3903  ___________________________________________________________________
 KU3903  LAPLACE CORR-           6.14  (seconds)                    DEFLEC99
 KU3903  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 KU3903
 KU3903  HORZ ORDER  -  SECOND
 KU3903
 KU3903.The horizontal coordinates were established by classical geodetic methods
 KU3903.and adjusted by the National Geodetic Survey in September 1999..
 KU3903
 KU3903.The orthometric height was scaled from a topographic map.
 KU3903
 KU3903.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3903
 KU3903.The geoid height was determined by GEOID03.
 KU3903
 KU3903;                    North         East     Units Scale Factor Converg.
 KU3903;SPC NJ       -   220,455.481   193,596.774   MT  0.99992339   +0 20 16.1
 KU3903;SPC NJ       -   723,277.69    635,158.75   sFT  0.99992339   +0 20 16.1
 KU3903;SPC NY L     -    72,317.146   301,417.880   MT  0.99999506   +0 00 39.6
 KU3903;SPC NY L     -   237,260.50    988,901.83   sFT  0.99999506   +0 00 39.6
 KU3903;UTM  18      - 4,519,039.910   585,750.557   MT  0.99969050   +0 39 52.9
 KU3903
 KU3903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3903!SPC NJ       -   0.99999545  x   0.99992339  =   0.99991884
 KU3903!SPC NY L     -   0.99999545  x   0.99999506  =   0.99999051
 KU3903!UTM  18      -   0.99999545  x   0.99969050  =   0.99968595
 KU3903
 KU3903|---------------------------------------------------------------------|
 KU3903| PID    Reference Object                     Distance      Geod. Az  |
 KU3903|                                                           dddmmss.s |
 KU3903| CB6688 CLIFFSIDE RM 1                        6.698 METERS 02513     |
 KU3903| KU4001 MANHATTAN CLAREMONT INN FLAG        APPROX. 1.8 KM 0984724.0 |
 KU3903| KU4007 MANHATTAN GRANTS TOMB FLAGPOLE      APPROX. 1.8 KM 1002401.6 |
 KU3903| KU3966 MANHATTAN SANTINA WHSE TWR FP       APPROX. 3.9 KM 1012423.0 |
 KU3903| KU4009 MANHATTAN GRANTS TOMB DOME          APPROX. 1.8 KM 1061102.0 |
 KU3903| KU4022 MANHATTAN RIVERSIDE BAP CH TWR      APPROX. 1.8 KM 1112834.8 |
 KU3903| KU4021 MANHATTAN CARLYL HOTEL APT TWR      APPROX. 5.1 KM 1603756.3 |
 KU3903| KU4011 MANHATTAN BERESFORD APTS N TWR      APPROX. 4.0 KM 1655617.3 |
 KU3903| KU4010 MANHATTAN BERESFORD APTS S TWR      APPROX. 4.1 KM 1662107.3 |
 KU3903| KU4004 MANHATTAN BERESFORD APTS W TWR      APPROX. 4.0 KM 1664515.9 |
 KU3903| KU4000 MANHATTAN NR SE CEN PK T BLDG       APPROX. 6.0 KM 1712639.3 |
 KU3903| KU3992 MANHATTAN NY CENTRAL BLDG CUP       APPROX. 7.1 KM 1750534.2 |
 KU3903| KU3906 EDGEWATER FORD MOTOR FLAGPOLE       APPROX. 1.1 KM 1765613.3 |
 KU3903| KU3954 MANHATTAN COLUMB YACHT CLUB FP      APPROX. 3.1 KM 1771207.4 |
 KU3903| KU3905 EDGEWATER FORD MOTOR TANK           APPROX. 0.9 KM 1870933.4 |
 KU3903| KV4067 N BERGEN WOODCLIFF COMMUN CH        APPROX. 2.8 KM 2225357.9 |
 KU3903| CB6690 CLIFFSIDE RM 3                       40.793 METERS 22429     |
 KU3903| CB6691 CLIFFSIDE RM 4                       24.926 METERS 25044     |
 KU3903| CB6689 CLIFFSIDE RM 2                        5.975 METERS 30809     |
 KU3903|---------------------------------------------------------------------|
 KU3903
 KU3903                          SUPERSEDED SURVEY CONTROL
 KU3903
 KU3903  NAD 83(1996)-  40 49 04.43889(N)    073 58 59.49726(W) AD(       ) 2
 KU3903  NAD 83(1996)-  40 49 04.43876(N)    073 58 59.49817(W) AD(       ) 2
 KU3903  NAD 83(1992)-  40 49 04.43741(N)    073 58 59.49856(W) AD(       ) 2
 KU3903  NAD 83(1986)-  40 49 04.44271(N)    073 58 59.49743(W) AD(       ) 2
 KU3903  NAD 27      -  40 49 04.07600(N)    073 59 01.00200(W) AD(       ) 2
 KU3903
 KU3903.Superseded values are not recommended for survey control.
 KU3903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3903.See file dsdata.txt to determine how the superseded data were derived.
 KU3903
 KU3903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8575119040(NAD 83)
 KU3903_MARKER: DS = TRIANGULATION STATION DISK
 KU3903_SETTING: 0 = UNSPECIFIED SETTING
 KU3903_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU3903+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2005
 KU3903
 KU3903  HISTORY     - Date     Condition        Report By
 KU3903  HISTORY     - 1932     MONUMENTED       CGS
 KU3903  HISTORY     - 1952     GOOD             CGS
 KU3903  HISTORY     - 1953     GOOD             CGS
 KU3903  HISTORY     - 20051226 GOOD             GEOCAC
 KU3903
 KU3903                          STATION DESCRIPTION
 KU3903
 KU3903'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3903'STATION IS W OF THE HUDSON RIVER, IN CLIFFSIDE PARK, AT THE TOP
 KU3903'AND NEAR THE EDGE OF THE CLIFF.  IT IS LOCATED AT THE EASTERN
 KU3903'EXTREMITY OF FOX TERRACE IN THE S CURBING.
 KU3903'
 KU3903'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KU3903'STAMPED CLIFFSIDE-1932 CEMENTED IN A DRILL HOLE AND SET FLUSH IN
 KU3903'THE TOP OF THE CONCRETE CURBING.  THREE STANDARD C. AND G.S.
 KU3903'BRONZE REFERENCE DISKS WERE PLACED, NO. 1 TO THE NORTHWARD IN THE
 KU3903'OPPOSITE CURB.  NO. 2 TO THE WESTWARD ON THE S CURB.  NO. 3 IN THE
 KU3903'TOP FACE OF A LARGE BOULDER IN THE FIELD TO THE SOUTHWARD.
 KU3903'ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KU3903'
 KU3903'TO NEAR CIRCUMFERENCE OF EASTERLY TELEPHONE POLE TO NORTHWARD 6.93
 KU3903'METERS
 KU3903'
 KU3903'TO NW CORNER OF STONE WALL TO EASTWARD 8.405 METERS
 KU3903'
 KU3903'TO SW CORNER OF STONE WALL TO EASTWARD 2.319 METERS
 KU3903'
 KU3903'NORMAL TO STONE WALL TO EASTWARD 1.437 METERS
 KU3903'
 KU3903'TO END OF CURBING TO EASTWARD 0.849 METERS
 KU3903'
 KU3903'THERE IS AMPLE ROOM AND EXCELLENT FOOTING FOR CENTRAL TRIPOD SET-UPS.
 KU3903'
 KU3903'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 KU3903
 KU3903                          STATION RECOVERY (1952)
 KU3903
 KU3903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JB)
 KU3903'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 KU3903'CONDITION.  REFERENCE MARK 3 WAS NOT RECOVERED AT THIS TIME, A NEW
 KU3903'HOUSE HAS BEEN ERECTED BETWEEN THE STATION AND THE MARK.
 KU3903'
 KU3903'DESCRIPTION IS ADEQUATE AND COMPLETE.
 KU3903
 KU3903                          STATION RECOVERY (1953)
 KU3903
 KU3903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JB)
 KU3903'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 KU3903'CONDITION.  REFERENCE MARK 3 WAS SEARCHED FOR BUT NOT FOUND.
 KU3903'REFERENCE MARK 2 WAS REMOVED DUE TO NEW ROAD CONSTRUCTION, AND A
 KU3903'NEW REFERENCE MARK, REFERENCE MARK 4, WAS ESTABLISHED.  THE
 KU3903'ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 KU3903'
 KU3903'REFERENCE MARK 4 IS SW OF THE STATION IN OUTCROPPING BEDROCK.  IT
 KU3903'IS 75 FT. S OF THE CENTERLINE OF FOX TERRACE ROAD, 16 FT. E OF THE
 KU3903'REAR ENTRANCE TO THE HOME OF OTTO A. ZEIBELL, 16 FT. W OF THE
 KU3903'MASONRY WALL MARKING THE PROPERTY LINE, AND 1 FT. ABOVE GROUND ON
 KU3903'PROPERTY OWNED AND OCCUPIED BY OTTO A. ZEIBELL.
 KU3903
 KU3903                          STATION RECOVERY (2005)
 KU3903
 KU3903'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KU3903'RECOVERED AS DESCRIBED.  RM 1 RECOVERED.  RM 2 DESTROYED BY NEW
 KU3903'CONSTRUCTION.  RM 3 AND RM 4 NOT SEARCHED FOR, DUE TO NEW
 KU3903'CONSTRUCTION.  PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5104 ***********************************************************************
 KV5104  DESIGNATION -  CLIFFWOOD WATER STORAGE TANK
 KV5104  PID         -  KV5104
 KV5104  STATE/COUNTY-  NJ/MIDDLESEX
 KV5104  USGS QUAD   -  KEYPORT (1977)
 KV5104
 KV5104                         *CURRENT SURVEY CONTROL
 KV5104  ___________________________________________________________________
 KV5104* NAD 83(1996)-  40 26 34.47677(N)    074 13 02.83300(W)     ADJUSTED  
 KV5104* NAVD 88     -                                                        
 KV5104  ___________________________________________________________________
 KV5104  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 KV5104  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV5104
 KV5104  HORZ ORDER  -  THIRD
 KV5104
 KV5104.The horizontal coordinates were established by classical geodetic methods
 KV5104.and adjusted by the National Geodetic Survey in September 1999..
 KV5104
 KV5104
 KV5104.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5104
 KV5104.The geoid height was determined by GEOID03.
 KV5104
 KV5104;                    North         East     Units Scale Factor Converg.
 KV5104;SPC NJ       -   178,728.087   173,968.735   MT  0.99990707   +0 10 59.8
 KV5104;SPC NJ       -   586,377.07    570,762.42   sFT  0.99990707   +0 10 59.8
 KV5104;SPC NY L     -    30,698.373   281,550.977   MT  1.00002000   -0 08 32.0
 KV5104;SPC NY L     -   100,716.25    923,721.83   sFT  1.00002000   -0 08 32.0
 KV5104;UTM  18      - 4,477,211.805   566,364.682   MT  0.99965421   +0 30 27.5
 KV5104
 KV5104                          SUPERSEDED SURVEY CONTROL
 KV5104
 KV5104  NAD 83(1996)-  40 26 34.47616(N)    074 13 02.83239(W) AD(       ) 4
 KV5104  NAD 83(1986)-  40 26 34.47720(N)    074 13 02.83018(W) AD(       ) 4
 KV5104  NAD 27      -  40 26 34.08500(N)    074 13 04.31400(W) AD(       ) 3
 KV5104
 KV5104.Superseded values are not recommended for survey control.
 KV5104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5104.See file dsdata.txt to determine how the superseded data were derived.
 KV5104
 KV5104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6636577212(NAD 83)
 KV5104_MARKER: 53 = ELEVATED TANK
 KV5104
 KV5104  HISTORY     - Date     Condition        Report By
 KV5104  HISTORY     - 1926     FIRST OBSERVED   CGS
 KV5104  HISTORY     - 1930     GOOD             CGS
 KV5104
 KV5104                          STATION DESCRIPTION
 KV5104
 KV5104'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (RFS)
 KV5104'PROMINENT IRON WATER TANK IN CLIFFWOOD.
 KV5104
 KV5104                          STATION RECOVERY (1930)
 KV5104
 KV5104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5104'RECOVERED, IN GOOD CONDITION, AS ORIGINALLY DESCRIBED.
 KV5104'
 KV5104'THE PROMINENT WATER-STORAGE TANK AT CLIFFWOOD, ON THE S SIDE
 KV5104'OF CLIFFWOOD AVENUE (DIRT).  IT IS AN ORDINARY CONICAL-TOP,
 KV5104'ALUMINUM-PAINTED, IRON TYPE, SURMOUNTING A SPIDER SUPPORTING
 KV5104'STRUCTURE.
 KV5104'
 KV5104'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 100 FEET
 KV5104'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6844 ***********************************************************************
 KV6844  DESIGNATION -  CLIFTON 1
 KV6844  PID         -  KV6844
 KV6844  STATE/COUNTY-  NJ/PASSAIC
 KV6844  USGS QUAD   -  PATERSON (1995)
 KV6844
 KV6844                         *CURRENT SURVEY CONTROL
 KV6844  ___________________________________________________________________
 KV6844* NAD 83(1996)-  40 53 05.59677(N)    074 09 40.40929(W)     ADJUSTED  
 KV6844* NAVD 88     -        53.9    (meters)     177.     (feet)  GPS OBS   
 KV6844  ___________________________________________________________________
 KV6844  X           -   1,317,981.340 (meters)                     COMP
 KV6844  Y           -  -4,645,644.831 (meters)                     COMP
 KV6844  Z           -   4,152,781.128 (meters)                     COMP
 KV6844  LAPLACE CORR-           4.83  (seconds)                    DEFLEC99
 KV6844  ELLIP HEIGHT-          21.67  (meters)          (10/23/02) GPS OBS
 KV6844  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KV6844
 KV6844  HORZ ORDER  -  FIRST
 KV6844  ELLP ORDER  -  FOURTH    CLASS I
 KV6844
 KV6844.The horizontal coordinates were established by GPS observations
 KV6844.and adjusted by the National Geodetic Survey in May 1999..
 KV6844
 KV6844.The orthometric height was determined by GPS observations and a
 KV6844.high-resolution geoid model.
 KV6844
 KV6844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6844
 KV6844.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6844
 KV6844.The ellipsoidal height was determined by GPS observations
 KV6844.and is referenced to NAD 83.
 KV6844
 KV6844.The geoid height was determined by GEOID03.
 KV6844
 KV6844;                    North         East     Units Scale Factor Converg.
 KV6844;SPC NJ       -   227,820.578   178,549.614   MT  0.99991003   +0 13 18.3
 KV6844;SPC NJ       -   747,441.35    585,791.53   sFT  0.99991003   +0 13 18.3
 KV6844;UTM  18      - 4,526,317.238   570,665.231   MT  0.99966146   +0 32 56.5
 KV6844
 KV6844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6844!SPC NJ       -   0.99999660  x   0.99991003  =   0.99990663
 KV6844!UTM  18      -   0.99999660  x   0.99966146  =   0.99965806
 KV6844
 KV6844:                Primary Azimuth Mark                     Grid Az
 KV6844:SPC NJ       -  CLIFTON 2                                079 45 24.3
 KV6844:UTM  18      -  CLIFTON 2                                079 25 46.1
 KV6844
 KV6844|---------------------------------------------------------------------|
 KV6844| PID    Reference Object                     Distance      Geod. Az  |
 KV6844|                                                           dddmmss.s |
 KV6844| KV6845 CLIFTON 2                           APPROX. 0.6 KM 0795842.6 |
 KV6844|---------------------------------------------------------------------|
 KV6844
 KV6844                          SUPERSEDED SURVEY CONTROL
 KV6844
 KV6844  ELLIP H (05/14/99)   21.68   (m)                       GP(       ) 4 1
 KV6844  NAD 83(1996)-  40 53 05.59658(N)    074 09 40.40949(W) AD(       ) 1
 KV6844  NAD 83(1986)-  40 53 05.59490(N)    074 09 40.41138(W) AD(       ) 1
 KV6844
 KV6844.Superseded values are not recommended for survey control.
 KV6844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6844.See file dsdata.txt to determine how the superseded data were derived.
 KV6844
 KV6844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7066526317(NAD 83)
 KV6844_MARKER: DD = SURVEY DISK
 KV6844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6844_SP_SET: CONCRETE POST
 KV6844_STAMPING: CLIFTON 1 1991
 KV6844_MARK LOGO: NJHA  
 KV6844_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6844+STABILITY: SURFACE MOTION
 KV6844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6844+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1992
 KV6844
 KV6844  HISTORY     - Date     Condition        Report By
 KV6844  HISTORY     - 1991     MONUMENTED       NJDT
 KV6844  HISTORY     - 19920422 GOOD             NJGS
 KV6844
 KV6844                          STATION DESCRIPTION
 KV6844
 KV6844'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6844'THE STATION IS LOCATED IN THE CITY OF CLIFTON ON THE WEST SIDE OF THE
 KV6844'SOUTHBOUND LANES OF THE GARDEN STATE PARKWAY ON THE TOP OF A GRASSY
 KV6844'KNOLL AT THE END OF AN ENTRANCE RAMP LEADING FROM HAZEL STREET AT
 KV6844'INTERCHANGE 155 AT ABOUT MILEPOINT 156.51.  THE STATION IS 4.5 M
 KV6844'(14.8 FT) SOUTH FROM A 5 FT (1.5 M) HIGH CHAIN LINK FENCE FOR HOUSE
 KV6844'NUMBER 70, A 1.5 STORY FRAME DWELLING TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6845 ***********************************************************************
 KV6845  DESIGNATION -  CLIFTON 2
 KV6845  PID         -  KV6845
 KV6845  STATE/COUNTY-  NJ/PASSAIC
 KV6845  USGS QUAD   -  PATERSON (1995)
 KV6845
 KV6845                         *CURRENT SURVEY CONTROL
 KV6845  ___________________________________________________________________
 KV6845* NAD 83(1996)-  40 53 09.06579(N)    074 09 14.53688(W)     ADJUSTED  
 KV6845* NAVD 88     -        37.9    (meters)     124.     (feet)  GPS OBS   
 KV6845  ___________________________________________________________________
 KV6845  X           -   1,318,541.635 (meters)                     COMP
 KV6845  Y           -  -4,645,400.515 (meters)                     COMP
 KV6845  Z           -   4,152,851.611 (meters)                     COMP
 KV6845  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 KV6845  ELLIP HEIGHT-           5.75  (meters)          (10/23/02) GPS OBS
 KV6845  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KV6845
 KV6845  HORZ ORDER  -  FIRST
 KV6845  ELLP ORDER  -  FOURTH    CLASS I
 KV6845
 KV6845.The horizontal coordinates were established by GPS observations
 KV6845.and adjusted by the National Geodetic Survey in May 1999..
 KV6845
 KV6845.The orthometric height was determined by GPS observations and a
 KV6845.high-resolution geoid model.
 KV6845
 KV6845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6845
 KV6845.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6845
 KV6845.The ellipsoidal height was determined by GPS observations
 KV6845.and is referenced to NAD 83.
 KV6845
 KV6845.The geoid height was determined by GEOID03.
 KV6845
 KV6845;                    North         East     Units Scale Factor Converg.
 KV6845;SPC NJ       -   227,929.948   179,154.844   MT  0.99991046   +0 13 35.2
 KV6845;SPC NJ       -   747,800.17    587,777.18   sFT  0.99991046   +0 13 35.2
 KV6845;UTM  18      - 4,526,430.035   571,269.676   MT  0.99966252   +0 33 13.5
 KV6845
 KV6845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6845!SPC NJ       -   0.99999910  x   0.99991046  =   0.99990956
 KV6845!UTM  18      -   0.99999910  x   0.99966252  =   0.99966162
 KV6845
 KV6845:                Primary Azimuth Mark                     Grid Az
 KV6845:SPC NJ       -  CLIFTON 1                                259 45 24.3
 KV6845:UTM  18      -  CLIFTON 1                                259 25 46.0
 KV6845
 KV6845|---------------------------------------------------------------------|
 KV6845| PID    Reference Object                     Distance      Geod. Az  |
 KV6845|                                                           dddmmss.s |
 KV6845| KV6844 CLIFTON 1                           APPROX. 0.6 KM 2595859.5 |
 KV6845|---------------------------------------------------------------------|
 KV6845
 KV6845                          SUPERSEDED SURVEY CONTROL
 KV6845
 KV6845  ELLIP H (05/14/99)    5.76   (m)                       GP(       ) 4 1
 KV6845  NAD 83(1996)-  40 53 09.06560(N)    074 09 14.53706(W) AD(       ) 1
 KV6845  NAD 83(1986)-  40 53 09.06394(N)    074 09 14.53894(W) AD(       ) 1
 KV6845
 KV6845.Superseded values are not recommended for survey control.
 KV6845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6845.See file dsdata.txt to determine how the superseded data were derived.
 KV6845
 KV6845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7127026430(NAD 83)
 KV6845_MARKER: DD = SURVEY DISK
 KV6845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6845_SP_SET: CONCRETE POST
 KV6845_STAMPING: CLIFTON 2 1991
 KV6845_MARK LOGO: NJHA  
 KV6845_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6845+STABILITY: SURFACE MOTION
 KV6845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6845+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1992
 KV6845
 KV6845  HISTORY     - Date     Condition        Report By
 KV6845  HISTORY     - 1991     MONUMENTED       NJDT
 KV6845  HISTORY     - 19920422 GOOD             NJGS
 KV6845
 KV6845                          STATION DESCRIPTION
 KV6845
 KV6845'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6845'THE STATION IS LOCATED IN THE CITY OF CLIFTON ON THE EAST SIDE OF THE
 KV6845'NORTHBOUND LANES OF THE GARDEN STATE PARKWAY AT MILEPOINT 156.95.  TO
 KV6845'REACH THE STATION FROM THE JUNCTION OF THE HAZEL AVENUE BRIDGE AND
 KV6845'THE GARDEN STATE PARKWAY, GO NORTH ON THE GARDEN STATE PARKWAY FOR
 KV6845'0.27 MI (0.43 KM) TO THE STATION ON THE RIGHT, SET FLUSH WITH THE
 KV6845'GROUND ON TOP OF A GRASSY KNOLL, JUST WEST FROM A TWO AND ONE HALF
 KV6845'STORY YELLOW AND WHITE PAINTED FRAME DWELLING ALONG THE RIGHT OF WAY.
 KV6845'THE STATION IS 13.9 M (45.6 FT) SOUTH FROM THE WHITE PAINT LINE AT
 KV6845'THE EAST EDGE OF THE NORTHBOUND LANES, 10.6 M (34.8 FT) SOUTH FROM
 KV6845'THE SOUTH EDGE OF PAVING OF THE NORTHBOUND LANES, 12.1 M (39.7 FT)
 KV6845'SOUTHWEST FROM THE CENTER OF AN INLET IN A DRAINAGE SWALE AND 21.5 M
 KV6845'(70.5 FT) NORTH FROM A 5 FT (1.5 M) HIGH CHAIN LINK FENCE ADJACENT TO
 KV6845'A LOCAL ROAD TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4275 ***********************************************************************
 KV4275  DESIGNATION -  CLINIC
 KV4275  PID         -  KV4275
 KV4275  STATE/COUNTY-  NJ/HUDSON
 KV4275  USGS QUAD   -  JERSEY CITY (1981)
 KV4275
 KV4275                         *CURRENT SURVEY CONTROL
 KV4275  ___________________________________________________________________
 KV4275* NAD 83(1996)-  40 44 03.78176(N)    074 02 57.90879(W)     ADJUSTED  
 KV4275* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 KV4275  ___________________________________________________________________
 KV4275  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 KV4275  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 KV4275
 KV4275  HORZ ORDER  -  SECOND
 KV4275
 KV4275.The horizontal coordinates were established by classical geodetic methods
 KV4275.and adjusted by the National Geodetic Survey in September 1999..
 KV4275
 KV4275.The orthometric height was scaled from a topographic map.
 KV4275
 KV4275.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4275
 KV4275.The geoid height was determined by GEOID03.
 KV4275
 KV4275;                    North         East     Units Scale Factor Converg.
 KV4275;SPC NJ       -   211,151.134   188,057.738   MT  0.99991782   +0 17 38.5
 KV4275;SPC NJ       -   692,751.68    616,986.10   sFT  0.99991782   +0 17 38.5
 KV4275;SPC NY L     -    63,043.824   295,825.480   MT  0.99999693   -0 01 56.4
 KV4275;SPC NY L     -   206,836.28    970,554.10   sFT  0.99999693   -0 01 56.4
 KV4275;UTM  18      - 4,509,706.343   580,265.938   MT  0.99967930   +0 37 13.2
 KV4275
 KV4275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4275!SPC NJ       -   0.99999973  x   0.99991782  =   0.99991755
 KV4275!SPC NY L     -   0.99999973  x   0.99999693  =   0.99999666
 KV4275!UTM  18      -   0.99999973  x   0.99967930  =   0.99967903
 KV4275
 KV4275:                Primary Azimuth Mark                     Grid Az
 KV4275:SPC NJ       -  UNION CITY ST JOSEPHS CATH CH            014 46 58.0
 KV4275:SPC NY L     -  UNION CITY ST JOSEPHS CATH CH            015 06 32.9
 KV4275:UTM  18      -  UNION CITY ST JOSEPHS CATH CH            014 27 23.3
 KV4275
 KV4275|---------------------------------------------------------------------|
 KV4275| PID    Reference Object                     Distance      Geod. Az  |
 KV4275|                                                           dddmmss.s |
 KV4275| KV4097 UNION CITY ST JOSEPHS CATH CH       APPROX. 3.2 KM 0150436.5 |
 KV4275| KV4018 UNION CITY ST MICHAELS DOME         APPROX. 3.6 KM 0174421.9 |
 KV4275| CB5781 CLINIC RM 2                          10.645 METERS 02010     |
 KV4275| KV4122 UNION CITY FIRST PRESB CHURCH       APPROX. 2.4 KM 0243908.5 |
 KV4275| KV4120 HOBOKEN LIPTON TEA CO CHIMNEY       APPROX. 3.0 KM 0404422.2 |
 KV4275| KV4287 JERSEY CITY K AND E HIGHEST TK      APPROX. 1.7 KM 0542634.0 |
 KV4275| KV4267 HOBOKEN ST PETERS AND PAULS CH      APPROX. 1.9 KM 0660509.0 |
 KV4275| KV4269 HOBOKEN LACKAWANNA RR DEPOT FP      APPROX. 1.9 KM 0880342.4 |
 KV4275| KV4277 HOBOKEN LACKAWANNA WMCA TOWER       APPROX. 1.7 KM 0914502.4 |
 KV4275| KV4281 HOBOKEN LACKAWANNA TERM TANK        475.899 METERS 0982941.0 |
 KV4275| KV4361 MANHATTAN WOOLWORTH BLDG TWR        APPROX. 4.3 KM 1250113.9 |
 KV4275| KV4341 JERSEY CITY SWIFT PWRHSE CHIM       APPROX. 1.1 KM 1255431.4 |
 KV4275| KV4397 MANHATTAN NY TEL CO BLDG FLAG       APPROX. 3.8 KM 1263457.3 |
 KV4275| KV4338 JERSEY CITY ERIE RR TERM CHIM       APPROX. 1.2 KM 1271202.5 |
 KV4275| KV4388 MANHATTAN DWNTWN ATHLETIC C FP      APPROX. 4.2 KM 1373637.9 |
 KV4275| KV4322 JERSEY CITY PRR STOREHSE N FP       APPROX. 2.2 KM 1394710.3 |
 KV4275| KV4321 JERSEY CITY PRR STOREHSE S FP       APPROX. 2.2 KM 1420926.8 |
 KV4275| KV4308 JERSEY CITY COLGAT PALM S CHIM      APPROX. 2.5 KM 1510424.1 |
 KV4275| KV4309 JERSEY CITY COLGAT PALM N CHIM      APPROX. 2.5 KM 1511121.1 |
 KV4275| KV4304 JERSEY CITY NATL SUG REF N CHY      APPROX. 2.6 KM 1593725.8 |
 KV4275| KV4301 JERSEY CITY NATL SUG REF S CHY      APPROX. 2.7 KM 1604423.2 |
 KV4275| KV4323 JERSEY CITY MED CEN HOSP CHIM       APPROX. 1.9 KM 2194906.6 |
 KV4275| KV4354 JERSEY CITY HUDSON CO CTHSE         APPROX. 0.7 KM 2454515.8 |
 KV4275| KV4352 JERSEY CITY LABOR BLDG AERO BN      APPROX. 1.3 KM 2501113.6 |
 KV4275| KV4258 JERSEY CITY ST JOHNS CATH TWR       APPROX. 1.1 KM 2803009.4 |
 KV4275| CB5780 CLINIC RM 1                           5.964 METERS 28918     |
 KV4275| KV4263 JERSEY CITY BRUNSWK LAUND CHIM      APPROX. 1.3 KM 2895553.3 |
 KV4275|---------------------------------------------------------------------|
 KV4275
 KV4275                          SUPERSEDED SURVEY CONTROL
 KV4275
 KV4275  NAD 83(1996)-  40 44 03.78175(N)    074 02 57.90879(W) AD(       ) 2
 KV4275  NAD 83(1996)-  40 44 03.78144(N)    074 02 57.90932(W) AD(       ) 2
 KV4275  NAD 83(1992)-  40 44 03.78081(N)    074 02 57.90963(W) AD(       ) 2
 KV4275  NAD 83(1986)-  40 44 03.78211(N)    074 02 57.91108(W) AD(       ) 2
 KV4275  NAD 27      -  40 44 03.41700(N)    074 02 59.39900(W) AD(       ) 2
 KV4275
 KV4275.Superseded values are not recommended for survey control.
 KV4275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4275.See file dsdata.txt to determine how the superseded data were derived.
 KV4275
 KV4275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8026609706(NAD 83)
 KV4275_MARKER: DS = TRIANGULATION STATION DISK
 KV4275_SETTING: 0 = UNSPECIFIED SETTING
 KV4275
 KV4275  HISTORY     - Date     Condition        Report By
 KV4275  HISTORY     - 1932     MONUMENTED       CGS
 KV4275  HISTORY     - 1933     GOOD             CGS
 KV4275  HISTORY     - 1971     GOOD             LOCENG
 KV4275  HISTORY     - 1989     POOR             USPSQD
 KV4275
 KV4275                          STATION DESCRIPTION
 KV4275
 KV4275'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4275'THIS STATION IS W OF THE HUDSON RIVER, IN JERSEY CITY ON THE E
 KV4275'SIDE OF PALISADE AVENUE BETWEEN BEACON AND LAIDLAW STREETS.  IT
 KV4275'IS ON THE SE CORNER OF THE MAIN ROOF OF THE CHRIST HOSPITAL
 KV4275'(A 4-STORY, RED-BRICK BUILDING).
 KV4275'
 KV4275'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK STAMPED
 KV4275'CLINIC-1932 SET IN THE TOP OF A DOME-SHAPED CONCRETE MONUMENT
 KV4275'SECURED TO THE CONCRETE ROOF WITH LAG SCREWS.  TWO STANDARD
 KV4275'C. AND G.S. BRONZE REFERENCE DISKS WERE CEMENTED IN DRILL HOLES
 KV4275'AND SET FLUSH ATOP THE MAIN ROOF COPING NO.1 TO THE
 KV4275'WESTWARD.  NO.2 TO THE NORTHWARD.
 KV4275'
 KV4275'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD
 KV4275'SET-UPS, ON THE TAR-PAPERED CONCRETE ROOF.
 KV4275'
 KV4275'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 KV4275
 KV4275                          STATION RECOVERY (1933)
 KV4275
 KV4275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4275'STATION RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED,
 KV4275'WITH THE FOLLOWING ADDITIONS--
 KV4275'
 KV4275'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4275'
 KV4275'NORMAL TO INSIDE OF E WALL 0.604 METERS
 KV4275'
 KV4275'NORMAL TO INSIDE OF S WALL 0.526 METERS
 KV4275'
 KV4275'TO CENTER OF VENT PIPE TO W 4.202 METERS
 KV4275'
 KV4275'TO NEAR CORNER OF LABORATORY 6.52 METERS
 KV4275
 KV4275                          STATION RECOVERY (1971)
 KV4275
 KV4275'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (CHP)
 KV4275'RECOVERED BY FREDERICK R.
 KV4275'
 KV4275'FOUND AS DESCRIBED IN GOOD CONDITION.
 KV4275
 KV4275                          STATION RECOVERY (1989)
 KV4275
 KV4275'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV4275'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6846 ***********************************************************************
 KV6846  DESIGNATION -  CLINTON
 KV6846  PID         -  KV6846
 KV6846  STATE/COUNTY-  NJ/ESSEX
 KV6846  USGS QUAD   -  ORANGE (1981)
 KV6846
 KV6846                         *CURRENT SURVEY CONTROL
 KV6846  ___________________________________________________________________
 KV6846* NAD 83(1996)-  40 46 30.29368(N)    074 12 13.80801(W)     ADJUSTED  
 KV6846* NAVD 88     -        42.4    (meters)     139.     (feet)  GPS OBS   
 KV6846  ___________________________________________________________________
 KV6846  X           -   1,316,693.908 (meters)                     COMP
 KV6846  Y           -  -4,654,286.841 (meters)                     COMP
 KV6846  Z           -   4,143,546.784 (meters)                     COMP
 KV6846  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 KV6846  ELLIP HEIGHT-           9.98  (meters)          (10/23/02) GPS OBS
 KV6846  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV6846
 KV6846  HORZ ORDER  -  FIRST
 KV6846  ELLP ORDER  -  FOURTH    CLASS I
 KV6846
 KV6846.The horizontal coordinates were established by GPS observations
 KV6846.and adjusted by the National Geodetic Survey in May 1999..
 KV6846
 KV6846.The orthometric height was determined by GPS observations and a
 KV6846.high-resolution geoid model.
 KV6846
 KV6846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6846
 KV6846.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6846
 KV6846.The ellipsoidal height was determined by GPS observations
 KV6846.and is referenced to NAD 83.
 KV6846
 KV6846.The geoid height was determined by GEOID03.
 KV6846
 KV6846;                    North         East     Units Scale Factor Converg.
 KV6846;SPC NJ       -   215,614.679   174,999.879   MT  0.99990769   +0 11 36.3
 KV6846;SPC NJ       -   707,395.83    574,145.44   sFT  0.99990769   +0 11 36.3
 KV6846;UTM  18      - 4,514,094.344   567,186.071   MT  0.99965556   +0 31 12.0
 KV6846
 KV6846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6846!SPC NJ       -   0.99999843  x   0.99990769  =   0.99990612
 KV6846!UTM  18      -   0.99999843  x   0.99965556  =   0.99965400
 KV6846
 KV6846                          SUPERSEDED SURVEY CONTROL
 KV6846
 KV6846  ELLIP H (05/14/99)    9.99   (m)                       GP(       ) 4 1
 KV6846  NAD 83(1996)-  40 46 30.29344(N)    074 12 13.80823(W) AD(       ) 1
 KV6846  NAD 83(1986)-  40 46 30.29157(N)    074 12 13.81032(W) AD(       ) 1
 KV6846
 KV6846.Superseded values are not recommended for survey control.
 KV6846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6846.See file dsdata.txt to determine how the superseded data were derived.
 KV6846
 KV6846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6718614094(NAD 83)
 KV6846_MARKER: DD = SURVEY DISK
 KV6846_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6846_SP_SET: CONCRETE SIDEWALK
 KV6846_STAMPING: CLINTON 1991
 KV6846_MARK LOGO: NJHA  
 KV6846_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6846+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1992
 KV6846
 KV6846  HISTORY     - Date     Condition        Report By
 KV6846  HISTORY     - 1991     MONUMENTED       NJDT
 KV6846  HISTORY     - 19920422 GOOD             NJGS
 KV6846
 KV6846                          STATION DESCRIPTION
 KV6846
 KV6846'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6846'THE STATION IS LOCATED IN THE CITY OF EAST ORANGE ON THE WEST SIDE OF
 KV6846'THE SOUTHBOUND LANES OF THE GARDEN STATE PARKWAY AT MILEPOINT 148.25,
 KV6846'NEAR THE JUNCTION OF AN EXIT RAMP LEADING FROM THE SOUTHBOUND LANES
 KV6846'TO A SERVICE ROAD AND AN ENTRANCE RAMP LEADING FROM NORTH CLINTON
 KV6846'AVENUE TO THE SERVICE ROAD.  TO REACH THE STATION FROM THE BLOOMFIELD
 KV6846'SOUTH TOLL PLAZA, GO SOUTH ON THE GARDEN STATE PARKWAY FOR 0.8 MI
 KV6846'(1.3 KM) TO THE EXIT RAMP FOR SPRINGDALE AVENUE AND THE SERVICE ROAD
 KV6846'AT EXIT 147 ON THE RIGHT.  BEAR TO THE RIGHT AND CONTINUE ON THE EXIT
 KV6846'RAMP FOR 0.1 MI (0.2 KM) TO THE JUNCTION WITH RUTLEDGE AVENUE ON THE
 KV6846'RIGHT.  TURN RIGHT AND GO WEST ON RUTLEDGE AVENUE FOR 0.1 MI
 KV6846'(0.2 KM) TO THE JUNCTION WITH NORTH CLINTON AVENUE.  TURN RIGHT AND
 KV6846'GO NORTHWEST ON NORTH CLINTON FOR 0.1 MI (0.2 KM) TO THE STATION ON
 KV6846'THE RIGHT, SET FLUSH IN A SIDEWALK.  THE STATION IS 9.1 M (29.9 FT)
 KV6846'SOUTHEAST FROM THE CENTERLINE OF NORTH CLINTON AVNEUE, 5.3 M
 KV6846'(17.4 FT) NORTHWEST FROM THE CENTERLINE OF THE ENTRANCE RAMP FROM
 KV6846'NORTH CLINTON AVENUE LEADING TO THE SERVICE ROAD, 16.5 M (54.1 FT)
 KV6846'SOUTH SOUTHEAST FROM AND INLET AT THE INTERSECTION OF NORTH CLINTON
 KV6846'AVENUE AND ELY PLACE AND 20.3 M (66.6 FT) SOUTHWEST FROM THE EXTENDED
 KV6846'CENTERLINE OF ELY PLACE ON NORTH CLINTON AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4365 ***********************************************************************
 JU4365  DESIGNATION -  CLOVER
 JU4365  PID         -  JU4365
 JU4365  STATE/COUNTY-  NJ/ATLANTIC
 JU4365  USGS QUAD   -  MAYS LANDING (1989)
 JU4365
 JU4365                         *CURRENT SURVEY CONTROL
 JU4365  ___________________________________________________________________
 JU4365* NAD 83(1996)-  39 28 33.55775(N)    074 42 40.82305(W)     ADJUSTED  
 JU4365* NAVD 88     -        13.2    (meters)      43.     (feet)  GPS OBS   
 JU4365  ___________________________________________________________________
 JU4365  X           -   1,299,922.729 (meters)                     COMP
 JU4365  Y           -  -4,755,414.825 (meters)                     COMP
 JU4365  Z           -   4,033,233.027 (meters)                     COMP
 JU4365  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 JU4365  ELLIP HEIGHT-         -20.55  (meters)          (10/23/02) GPS OBS
 JU4365  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JU4365
 JU4365  HORZ ORDER  -  FIRST
 JU4365  ELLP ORDER  -  FOURTH    CLASS I
 JU4365
 JU4365.The horizontal coordinates were established by GPS observations
 JU4365.and adjusted by the National Geodetic Survey in May 1999..
 JU4365
 JU4365.The orthometric height was determined by GPS observations and a
 JU4365.high-resolution geoid model.
 JU4365
 JU4365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4365
 JU4365.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4365
 JU4365.The ellipsoidal height was determined by GPS observations
 JU4365.and is referenced to NAD 83.
 JU4365
 JU4365.The geoid height was determined by GEOID03.
 JU4365
 JU4365;                    North         East     Units Scale Factor Converg.
 JU4365;SPC NJ       -    71,360.730   131,817.504   MT  0.99990407   -0 08 03.7
 JU4365;SPC NJ       -   234,122.66    432,471.26   sFT  0.99990407   -0 08 03.7
 JU4365;UTM  18      - 4,369,639.437   524,827.283   MT  0.99960759   +0 11 00.7
 JU4365
 JU4365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4365!SPC NJ       -   1.00000322  x   0.99990407  =   0.99990729
 JU4365!UTM  18      -   1.00000322  x   0.99960759  =   0.99961081
 JU4365
 JU4365                          SUPERSEDED SURVEY CONTROL
 JU4365
 JU4365  ELLIP H (05/14/99)  -20.53   (m)                       GP(       ) 4 1
 JU4365  NAD 83(1992)-  39 28 33.54830(N)    074 42 40.82255(W) AD(       ) 1
 JU4365
 JU4365.Superseded values are not recommended for survey control.
 JU4365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4365.See file dsdata.txt to determine how the superseded data were derived.
 JU4365
 JU4365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2482769639(NAD 83)
 JU4365_MARKER: DD = SURVEY DISK
 JU4365_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4365_SP_SET: BRIDGE SIDEWALK
 JU4365_STAMPING: CLOVER 1993
 JU4365_MARK LOGO: HAMTWP
 JU4365_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4365+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JU4365
 JU4365  HISTORY     - Date     Condition        Report By
 JU4365  HISTORY     - 1993     MONUMENTED       HAMTWP
 JU4365
 JU4365                          STATION DESCRIPTION
 JU4365
 JU4365'DESCRIBED BY HAMILTON TOWNSHIP NEW JERSEY 1993
 JU4365'IN HAMILTON TOWNSHIP AT THE OVERPASS CROSSING OF STATE ROUTE 50 OVER
 JU4365'U.S. ROUTE 322.  A DISK SET IN A DRILLHOLE IN THE CONCRETE BRIDGE
 JU4365'SIDEWALK ON THE SOUTHEAST SIDE OF STATE ROUTE 50 DIRECTLY OVER THE
 JU4365'CENTER PIER OF THE BRIDGE. THE STATION IS 0.86 M (2.82 FT) SOUTHEAST
 JU4365'OF THE SOUTHEAST CURB ON THE BRIDGE, 0.98 M (3.22 FT) NORTHWEST OF
 JU4365'THE CONCRETE BALUSTRADE, 12.96 M (42.52 FT) SOUTHWEST OF THE
 JU4365'NORTHEAST END OF THE BRIDGE SIDEWALK, AND 13.20 M (43.31 FT)
 JU4365'NORTHEAST OF THE SOUTHWEST END OF THE BRIDGE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2943 ***********************************************************************
 JU2943  DESIGNATION -  CLUB
 JU2943  PID         -  JU2943
 JU2943  STATE/COUNTY-  NJ/CAPE MAY
 JU2943  USGS QUAD   -  STONE HARBOR (1972)
 JU2943
 JU2943                         *CURRENT SURVEY CONTROL
 JU2943  ___________________________________________________________________
 JU2943* NAD 83(1996)-  39 03 24.85385(N)    074 45 49.08384(W)     ADJUSTED  
 JU2943* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2943  ___________________________________________________________________
 JU2943  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 JU2943  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 JU2943
 JU2943  HORZ ORDER  -  THIRD
 JU2943
 JU2943.The horizontal coordinates were established by classical geodetic methods
 JU2943.and adjusted by the National Geodetic Survey in September 1999..
 JU2943
 JU2943.The orthometric height was scaled from a topographic map.
 JU2943
 JU2943.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2943
 JU2943.The geoid height was determined by GEOID03.
 JU2943
 JU2943;                    North         East     Units Scale Factor Converg.
 JU2943;SPC NJ       -    24,850.148   127,182.869   MT  0.99990641   -0 09 58.0
 JU2943;SPC NJ       -    81,529.19    417,265.80   sFT  0.99990641   -0 09 58.0
 JU2943;UTM  18      - 4,323,117.875   520,450.920   MT  0.99960515   +0 08 56.2
 JU2943
 JU2943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2943!SPC NJ       -   1.00000544  x   0.99990641  =   0.99991185
 JU2943!UTM  18      -   1.00000544  x   0.99960515  =   0.99961059
 JU2943
 JU2943|---------------------------------------------------------------------|
 JU2943| PID    Reference Object                     Distance      Geod. Az  |
 JU2943|                                                           dddmmss.s |
 JU2943| JU0446 CLUB 2                               15.116 METERS 07301     |
 JU2943| CB1363 CLUB RM 1                            26.558 METERS 12425     |
 JU2943| JU2939 CHANNEL                             APPROX. 1.0 KM 3023735.0 |
 JU2943|---------------------------------------------------------------------|
 JU2943
 JU2943                          SUPERSEDED SURVEY CONTROL
 JU2943
 JU2943  NAD 83(1991)-  39 03 24.83094(N)    074 45 49.08506(W) AD(       ) 3
 JU2943  NAD 83(1986)-  39 03 24.82965(N)    074 45 49.08517(W) AD(       ) 3
 JU2943  NAD 27      -  39 03 24.42000(N)    074 45 50.49600(W) AD(       ) 3
 JU2943
 JU2943.Superseded values are not recommended for survey control.
 JU2943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2943.See file dsdata.txt to determine how the superseded data were derived.
 JU2943
 JU2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2045123118(NAD 83)
 JU2943_MARKER: DS = TRIANGULATION STATION DISK
 JU2943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2943
 JU2943  HISTORY     - Date     Condition        Report By
 JU2943  HISTORY     - 1936     MONUMENTED       CGS
 JU2943  HISTORY     - 1939     SEE DESCRIPTION  CGS
 JU2943
 JU2943                          STATION DESCRIPTION
 JU2943
 JU2943'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2943'LOCATED IN STONE HARBOR ON THE S SIDE OF 96TH STREET 9 FEET
 JU2943'INSHORE FROM A WOOD BULKHEAD ON THE INLAND WATERWAY.  IT IS 17
 JU2943'FEET FROM THE CENTER LINE OF THE ROAD.
 JU2943'
 JU2943'STATION IS MARKED, AS DESCRIBED IN NOTE 1A, BY A STANDARD DISK,
 JU2943'STAMPED CLUB 1936, SET IN TOP OF AN 8-INCH SQUARE CONCRETE
 JU2943'MONUMENT WHICH PROJECTS 2 INCHES ABOVE GROUND.
 JU2943'
 JU2943'REFERENCE MARK NO.1 IS SET INSHORE FROM THE STATION MARK ON THE
 JU2943'SAME SIDE OF 96TH STREET.  IT IS MARKED, AS DESCRIBED IN NOTE
 JU2943'11A, BY A STANDARD DISK, STAMPED NO.1 CLUB 1936, SET IN TOP OF A
 JU2943'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE GROUND.
 JU2943
 JU2943                          STATION RECOVERY (1939)
 JU2943
 JU2943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (AN)
 JU2943'STATION AND R.M. 1 RECOVERED AS DESCRIBED EXCEPT THAT STREET
 JU2943'NUMBER SHOULD READ 95TH INSTEAD OF 96TH.
 JU2943'
 JU2943'STATION MARK AND R.M. 1 WERE IN DANGER OF DESTRUCTION BY TIDAL
 JU2943'EROSION AND HAVE BEEN DESTROYED AFTER TRANSFER OF POSITION AS
 JU2943'REQUESTED BY DIRECTOR.  (SEE CLUB 2 1939)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0446 ***********************************************************************
 JU0446  DESIGNATION -  CLUB 2
 JU0446  PID         -  JU0446
 JU0446  STATE/COUNTY-  NJ/CAPE MAY
 JU0446  USGS QUAD   -  STONE HARBOR (1972)
 JU0446
 JU0446                         *CURRENT SURVEY CONTROL
 JU0446  ___________________________________________________________________
 JU0446* NAD 83(1996)-  39 03 24.99698(N)    074 45 48.48254(W)     ADJUSTED  
 JU0446* NAVD 88     -         0.988  (meters)       3.24   (feet)  ADJUSTED  
 JU0446  ___________________________________________________________________
 JU0446  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 JU0446  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 JU0446  DYNAMIC HT  -           0.987 (meters)       3.24  (feet)  COMP
 JU0446  MODELED GRAV-     980,060.3   (mgal)                       NAVD 88
 JU0446
 JU0446  HORZ ORDER  -  THIRD
 JU0446  VERT ORDER  -  FIRST     CLASS II
 JU0446
 JU0446.The horizontal coordinates were established by classical geodetic methods
 JU0446.and adjusted by the National Geodetic Survey in September 1999..
 JU0446
 JU0446.The orthometric height was determined by differential leveling
 JU0446.and adjusted by the National Geodetic Survey in March 2001..
 JU0446
 JU0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0446
 JU0446.The geoid height was determined by GEOID03.
 JU0446
 JU0446.The dynamic height is computed by dividing the NAVD 88
 JU0446.geopotential number by the normal gravity value computed on the
 JU0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0446.degrees latitude (g = 980.6199 gals.).
 JU0446
 JU0446.The modeled gravity was interpolated from observed gravity values.
 JU0446
 JU0446;                    North         East     Units Scale Factor Converg.
 JU0446;SPC NJ       -    24,854.520   127,197.338   MT  0.99990640   -0 09 57.6
 JU0446;SPC NJ       -    81,543.54    417,313.27   sFT  0.99990640   -0 09 57.6
 JU0446;UTM  18      - 4,323,122.324   520,465.360   MT  0.99960516   +0 08 56.5
 JU0446
 JU0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0446!SPC NJ       -   1.00000538  x   0.99990640  =   0.99991178
 JU0446!UTM  18      -   1.00000538  x   0.99960516  =   0.99961054
 JU0446
 JU0446|---------------------------------------------------------------------|
 JU0446| PID    Reference Object                     Distance      Geod. Az  |
 JU0446|                                                           dddmmss.s |
 JU0446| JU0447 CLUB 2 RM 1                          40.186 METERS 12023     |
 JU0446| JU2943 CLUB                                 15.116 METERS 25301     |
 JU0446| JU2939 CHANNEL                             APPROX. 1.0 KM 3015730.5 |
 JU0446|---------------------------------------------------------------------|
 JU0446
 JU0446                          SUPERSEDED SURVEY CONTROL
 JU0446
 JU0446  NAD 83(1991)-  39 03 24.97408(N)    074 45 48.48375(W) AD(       ) 3
 JU0446  NAD 83(1986)-  39 03 24.97278(N)    074 45 48.48386(W) AD(       ) 3
 JU0446  NAD 27      -  39 03 24.56300(N)    074 45 49.89500(W) AD(       ) 3
 JU0446  NAVD 88 (06/15/91)    1.002  (m)            3.29   (f) UNKNOWN     2 0
 JU0446  NGVD 29 (04/16/92)    1.402  (m)            4.60   (f) ADJUSTED    2 0
 JU0446
 JU0446.Superseded values are not recommended for survey control.
 JU0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0446.See file dsdata.txt to determine how the superseded data were derived.
 JU0446
 JU0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2046523122(NAD 83)
 JU0446_MARKER: DS = TRIANGULATION STATION DISK
 JU0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0446_STAMPING: CLUB 2 1939
 JU0446_MARK LOGO: CGS   
 JU0446_PROJECTION: FLUSH
 JU0446_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0446+STABILITY: SURFACE MOTION
 JU0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0446+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2004
 JU0446
 JU0446  HISTORY     - Date     Condition        Report By
 JU0446  HISTORY     - 1939     MONUMENTED       CGS
 JU0446  HISTORY     - 1952     MARK NOT FOUND   CGS
 JU0446  HISTORY     - 1961     GOOD             CGS
 JU0446  HISTORY     - 19930903 GOOD             STEWRT
 JU0446  HISTORY     - 19960924 GOOD             NJGS
 JU0446  HISTORY     - 20040621 GOOD             NJDEP
 JU0446
 JU0446                          STATION DESCRIPTION
 JU0446
 JU0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (AN)
 JU0446'LOCATED IN STONE HARBOR ON THE NORTH SIDE OF 95TH ST. IN THE
 JU0446'GRASS PLOT BETWEEN SIDEWALK AND CURB.  35.5 FEET INSHORE (ALONG
 JU0446'95TH ST.) FROM A WOODEN BULKHEAD ON THE INLAND WATERWAY.  13.02
 JU0446'FEET SE OF S CORNER OF HOUSE NUMBER 9525 REAR.  27.08 FEET NW
 JU0446'OF W CORNER OF HOUSE NUMBER 9425.  22.5 FEET FROM CENTER LINE OF
 JU0446'95TH ST.
 JU0446'
 JU0446'STATION IS MARKED BY A STANDARD DISK SET IN TOP OF A 10-INCH
 JU0446'ROUND CONCRETE MONUMENT 1 INCH BELOW GROUND SURFACE AND IS
 JU0446'STAMPED CLUB 2 1939.
 JU0446'
 JU0446'REFERENCE MARK NO. 1 IS SET INSHORE FROM STATION IN THE
 JU0446'EASTERN ANGLE OF THE INTERSECTION OF 95TH ST. AND SUNSET BLVD. IN
 JU0446'THE GRASS PLOT IN BACK OF SIDEWALK.  75.86 FEET SE OF S CORNER
 JU0446'OF HOUSE NO. 9425.  69.26 FEET NE OF THE N CORNER OF HOUSE
 JU0446'NO. 399.  9.9 FEET E OF POLE NO. A.C.E. 6321.  MARK IS A
 JU0446'STANDARD DISK SET IN A 10-INCH ROUND CONCRETE MONUMENT 1 INCH
 JU0446'BELOW SURFACE OF GROUND AND IS STAMPED NO. 1 CLUB 2 1939.
 JU0446'
 JU0446'STATION AND REFERENCE MARK ARE STANDARD DISKS SET IN CONCRETE
 JU0446'CYLINDERS AS DESCRIBED IN NOTES 1B AND 11B.
 JU0446
 JU0446                          STATION RECOVERY (1952)
 JU0446
 JU0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCC)
 JU0446'R.M. NO. 1 IS A STANDARD REFERENCE MARK DISK, STAMPED CLUB 2
 JU0446'1939.  R.M. NO. 1, SET IN TOP OF CONCRETE POST ABOUT 0.5 FOOT
 JU0446'BELOW GROUND LEVEL, IN EAST QUARTER OF INTERSECTION OF SUNSET
 JU0446'BOULEVARD AND 95TH STREET AT STONE HARBOR.  IT IS 68.2 FEET
 JU0446'SOUTHEAST OF SOUTH CORNER OF PORCH OF HOUSE NO. 9425, 62 FEET
 JU0446'EAST OF BENCH MARK 3, 11.3 FEET NORTHEAST OF NORTHEAST CURB OF
 JU0446'95TH STREET AND 11 FEET SOUTHEAST OF SOUTHEAST CURB OF SUNSET
 JU0446'BOULEVARD.
 JU0446
 JU0446                          STATION RECOVERY (1961)
 JU0446
 JU0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JU0446'AT STONE HARBOR.
 JU0446'80 FEET NORTHWEST OF THE NORTHWEST CURB OF SUNSET BOULEVARD, 37
 JU0446'FEET SOUTHEAST OF THE WATER TANK AT THE NORTHWEST END OF 95TH
 JU0446'STREET, 20.3 FEET WEST OF THE WEST CORNER OF HOUSE NO. 9425, 6
 JU0446'FEET EAST OF POWER LINE POLE ACE 9094, 4 FEET NORTHEAST OF THE
 JU0446'NORTHEAST CURB OF 95TH STREET AND 1 FOOT SOUTHEAST OF THE SOUTHEAST
 JU0446'EDGE OF AND ABOUT LEVEL WITH THE SIDEWALK.  SET IN THE TOP OF A
 JU0446'CONCRETE POST PROJECTING 1 INCH.
 JU0446
 JU0446                          STATION RECOVERY (1993)
 JU0446
 JU0446'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1993 (JMS)
 JU0446'GOOD.
 JU0446
 JU0446                          STATION RECOVERY (1996)
 JU0446
 JU0446'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU0446'RECOVERED AS DESCRIBED.
 JU0446
 JU0446                          STATION RECOVERY (2004)
 JU0446
 JU0446'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2004 (WM)
 JU0446'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6349 ***********************************************************************
 KV6349  DESIGNATION -  CLUB 2
 KV6349  PID         -  KV6349
 KV6349  STATE/COUNTY-  NJ/MONMOUTH
 KV6349  USGS QUAD   -  ASBURY PARK (1989)
 KV6349
 KV6349                         *CURRENT SURVEY CONTROL
 KV6349  ___________________________________________________________________
 KV6349* NAD 83(1996)-  40 10 42.71466(N)    074 02 16.24075(W)     ADJUSTED  
 KV6349* NAVD 88     -         2.399  (meters)       7.87   (feet)  ADJUSTED  
 KV6349  ___________________________________________________________________
 KV6349  X           -   1,341,989.114 (meters)                     COMP
 KV6349  Y           -  -4,691,766.037 (meters)                     COMP
 KV6349  Z           -   4,093,131.744 (meters)                     COMP
 KV6349  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 KV6349  ELLIP HEIGHT-         -30.46  (meters)          (10/23/02) GPS OBS
 KV6349  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV6349  DYNAMIC HT  -           2.398 (meters)       7.87  (feet)  COMP
 KV6349  MODELED GRAV-     980,167.0   (mgal)                       NAVD 88
 KV6349
 KV6349  HORZ ORDER  -  FIRST
 KV6349  VERT ORDER  -  FIRST     CLASS II
 KV6349  ELLP ORDER  -  FOURTH    CLASS I
 KV6349
 KV6349.The horizontal coordinates were established by GPS observations
 KV6349.and adjusted by the National Geodetic Survey in May 1999..
 KV6349
 KV6349.The orthometric height was determined by differential leveling
 KV6349.and adjusted by the National Geodetic Survey in June 1991..
 KV6349
 KV6349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6349
 KV6349.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6349
 KV6349.The ellipsoidal height was determined by GPS observations
 KV6349.and is referenced to NAD 83.
 KV6349
 KV6349.The geoid height was determined by GEOID03.
 KV6349
 KV6349.The dynamic height is computed by dividing the NAVD 88
 KV6349.geopotential number by the normal gravity value computed on the
 KV6349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6349.degrees latitude (g = 980.6199 gals.).
 KV6349
 KV6349.The modeled gravity was interpolated from observed gravity values.
 KV6349
 KV6349;                    North         East     Units Scale Factor Converg.
 KV6349;SPC NJ       -   149,438.363   189,358.392   MT  0.99991906   +0 17 53.4
 KV6349;SPC NJ       -   490,282.36    621,253.32   sFT  0.99991906   +0 17 53.4
 KV6349;UTM  18      - 4,448,016.583   581,915.655   MT  0.99968260   +0 37 14.8
 KV6349
 KV6349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6349!SPC NJ       -   1.00000478  x   0.99991906  =   0.99992384
 KV6349!UTM  18      -   1.00000478  x   0.99968260  =   0.99968738
 KV6349
 KV6349|---------------------------------------------------------------------|
 KV6349| PID    Reference Object                     Distance      Geod. Az  |
 KV6349|                                                           dddmmss.s |
 KV6349| KV5154 CLUB                                 34.313 METERS 05132     |
 KV6349| KV6264 853 2371 D TIDAL                    433.468 METERS 2294151.4 |
 KV6349| CS4784 CLUB 1935 RM 2                       16.456 METERS 26336     |
 KV6349|---------------------------------------------------------------------|
 KV6349
 KV6349                          SUPERSEDED SURVEY CONTROL
 KV6349
 KV6349  NAD 83(1992)-  40 10 42.71414(N)    074 02 16.24353(W) AD(       ) 1
 KV6349  ELLIP H (05/22/95)  -30.42   (m)                       GP(       ) 3 1
 KV6349  NAD 83(1986)-  40 10 42.71252(N)    074 02 16.23505(W) AD(       ) 3
 KV6349  NAVD 88 (05/22/95)    2.40   (m)            7.9    (f) LEVELING    3  
 KV6349  NGVD 29 (01/10/92)    2.729  (m)            8.95   (f) ADJUSTED    1 2
 KV6349
 KV6349.Superseded values are not recommended for survey control.
 KV6349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6349.See file dsdata.txt to determine how the superseded data were derived.
 KV6349
 KV6349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8191648017(NAD 83)
 KV6349_MARKER: DB = BENCH MARK DISK
 KV6349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6349_SP_SET: CONCRETE POST
 KV6349_STAMPING: CLUB 1935
 KV6349_MARK LOGO: CGS   
 KV6349_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6349+STABILITY: SURFACE MOTION
 KV6349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6349+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 KV6349
 KV6349  HISTORY     - Date     Condition        Report By
 KV6349  HISTORY     - 1935     MONUMENTED       NJGS
 KV6349  HISTORY     - 1984     GOOD             LOCENG
 KV6349  HISTORY     - 19890509 GOOD             NJGS
 KV6349  HISTORY     - 19940629 GOOD             NJGS
 KV6349  HISTORY     - 19960906 GOOD             NJGS
 KV6349  HISTORY     - 20040924 GOOD             USGS
 KV6349  HISTORY     - 20060406 GOOD             INDIV
 KV6349
 KV6349                          STATION DESCRIPTION
 KV6349
 KV6349'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (WTM)
 KV6349'CLUB 1935 FOUND GOOD.
 KV6349
 KV6349                          STATION RECOVERY (1989)
 KV6349
 KV6349'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV6349'THE STATION IS IN THE WEST PART OF BELMAR, AT THE TEE JUNCTION OF
 KV6349'MAPLEWOOD ROAD AND RIVER ROAD, STATE ROUTE 35.  THE STATION IS 5.70 M
 KV6349'(18.70 FT) NORTHWEST FROM A FIRE HYDRANT, 3.36 M (11.02 FT) WEST FROM
 KV6349'THE WEST CURB OF MAPLEWOOD ROAD, 3.68 M (12.07 FT) SOUTH FROM THE
 KV6349'SOUTH CURB OF RIVER ROAD AND 1.14 M (3.74 FT) NORTH FROM THE
 KV6349'NORTHEAST CORNER OF A 0.3 M (1.0 FT) HIGH BRICK WALL.  THE STATION IS
 KV6349'0.3 METER BELOW THE GROUND.
 KV6349
 KV6349                          STATION RECOVERY (1994)
 KV6349
 KV6349'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 KV6349'THE STATION IS LOCATED IN THE BOROUGH OF BELMAR, ON THE SOUTHWEST
 KV6349'QUADRANT OF THE TEE INTERSECTION OF MAPLEWOOD ROAD AND STATE ROUTE 35,
 KV6349'RIVER ROAD. THE STATION IS 53.6 FT (16.3 M) SOUTHEAST OF POLE NUMBER
 KV6349'40170 BL, 9.5 FT (2.9 M) NORTHWEST OF A 5 FT (1.5 M) HIGH SQUARE
 KV6349'CONCRETE STREET NAME POST, 18.7 FT (5.7 M) NORTHWEST FROM A FIRE
 KV6349'HYDRANT, 11.0 FT (3.4 M) WEST FROM THE WEST CURB OF MAPLEWOOD ROAD,
 KV6349'12.1 FT (3.7 M) SOUTH FROM THE SOUTH CURB OF RIVER ROAD AND 3.7 FT
 KV6349'(1.1 M) NORTH FROM THE NORTHEAST CORNER OF A 1 FT (0.3 M) HIGH BRICK
 KV6349'TOPPED CONCRETE BLOCK LANDSCAPE WALL. THE STATION IS ABOUT 1 FT (0.3
 KV6349'M) BELOW THE GROUND IN THE FRONT LAWN OF HOUSE NUMBER 1601, A ONE
 KV6349'STORY STONE DWELLING, LOCATED DIRECTLY ACROSS THE ROAD FROM MACLEARIE
 KV6349'PARK.
 KV6349
 KV6349                          STATION RECOVERY (1996)
 KV6349
 KV6349'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV6349'RECOVERED AS DESCRIBED.
 KV6349
 KV6349                          STATION RECOVERY (2004)
 KV6349
 KV6349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (PBR)
 KV6349'RECOVERED IN GOOD CONDITION.
 KV6349
 KV6349                          STATION RECOVERY (2006)
 KV6349
 KV6349'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MTM)
 KV6349'PROPERTY OWNER HAS INSTALLED A PICKET FENCE, MAKING TRIPOD SETUP
 KV6349'DIFFICULT. RECOMMEND POLE WITH BI-POD. ALSO MONUMENT IS APPROX. 15
 KV6349'INCHES BELOW EXISTING GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0447 ***********************************************************************
 JU0447  DESIGNATION -  CLUB 2 RM 1
 JU0447  PID         -  JU0447
 JU0447  STATE/COUNTY-  NJ/CAPE MAY
 JU0447  USGS QUAD   -  STONE HARBOR (1972)
 JU0447
 JU0447                         *CURRENT SURVEY CONTROL
 JU0447  ___________________________________________________________________
 JU0447* NAD 83(1986)-  39 03 23.     (N)    074 45 46.     (W)     SCALED    
 JU0447* NAVD 88     -         1.102  (meters)       3.62   (feet)  ADJUSTED  
 JU0447  ___________________________________________________________________
 JU0447  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 JU0447  DYNAMIC HT  -           1.102 (meters)       3.62  (feet)  COMP
 JU0447  MODELED GRAV-     980,060.2   (mgal)                       NAVD 88
 JU0447
 JU0447  VERT ORDER  -  FIRST     CLASS II
 JU0447
 JU0447.The horizontal coordinates were scaled from a topographic map and have
 JU0447.an estimated accuracy of +/- 6 seconds.
 JU0447
 JU0447.The orthometric height was determined by differential leveling
 JU0447.and adjusted by the National Geodetic Survey in March 2001..
 JU0447
 JU0447.The geoid height was determined by GEOID03.
 JU0447
 JU0447.The dynamic height is computed by dividing the NAVD 88
 JU0447.geopotential number by the normal gravity value computed on the
 JU0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0447.degrees latitude (g = 980.6199 gals.).
 JU0447
 JU0447.The modeled gravity was interpolated from observed gravity values.
 JU0447
 JU0447;                    North         East    Units  Estimated Accuracy
 JU0447;SPC NJ       -    24,790.      127,260.      MT  (+/- 180 meters Scaled)
 JU0447
 JU0447                          SUPERSEDED SURVEY CONTROL
 JU0447
 JU0447  NAVD 88 (06/15/91)    1.118  (m)            3.67   (f) UNKNOWN     2 0
 JU0447  NGVD 29 (04/16/92)    1.518  (m)            4.98   (f) ADJUSTED    2 0
 JU0447
 JU0447.Superseded values are not recommended for survey control.
 JU0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0447.See file dsdata.txt to determine how the superseded data were derived.
 JU0447
 JU0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ205230(NAD 83)
 JU0447_MARKER: DR = REFERENCE MARK DISK
 JU0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0447_STAMPING: CLUB 2 NO 1 1939
 JU0447_MARK LOGO: CGS   
 JU0447_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0447+STABILITY: SURFACE MOTION
 JU0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0447+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2003
 JU0447
 JU0447  HISTORY     - Date     Condition        Report By
 JU0447  HISTORY     - 1939     MONUMENTED       CGS
 JU0447  HISTORY     - 1961     GOOD             CGS
 JU0447  HISTORY     - 19970731 GOOD             NJGS
 JU0447  HISTORY     - 20030911 GOOD             USGS
 JU0447
 JU0447                          STATION DESCRIPTION
 JU0447
 JU0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0447'AT STONE HARBOR.
 JU0447'IN THE CORNER OF A YARD AT THE EASTERN ANGLE OF 95TH STREET AND
 JU0447'SUNSET BOULEVARD, 31.5 FEET WEST OF THE WEST CORNER OF HOUSE NO.
 JU0447'396, 11.5 FEET NORTHEAST OF THE NORTHEAST CURB OF 95TH STREET,
 JU0447'11 FEET SOUTHEAST OF THE SOUTHEAST CURB OF SUNSET BOULEVARD AND
 JU0447'9.9 FEET EAST OF POWER LINE POLE ACE 6321.  SET IN THE TOP OF A
 JU0447'CONCRETE POST 6 INCHES BELW THE SURFACE OF THE GROUND.
 JU0447
 JU0447                          STATION RECOVERY (1997)
 JU0447
 JU0447'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU0447'RECOVERED AS DESCRIBED.
 JU0447
 JU0447                          STATION RECOVERY (2003)
 JU0447
 JU0447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 JU0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5133 ***********************************************************************
 KV5133  DESIGNATION -  CLUB TANK
 KV5133  PID         -  KV5133
 KV5133  STATE/COUNTY-  NJ/MONMOUTH
 KV5133  USGS QUAD   -  ASBURY PARK (1989)
 KV5133
 KV5133                         *CURRENT SURVEY CONTROL
 KV5133  ___________________________________________________________________
 KV5133* NAD 83(1996)-  40 13 03.43511(N)    074 04 56.12256(W)     ADJUSTED  
 KV5133* NAVD 88     -                                                        
 KV5133  ___________________________________________________________________
 KV5133  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 KV5133  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KV5133
 KV5133  HORZ ORDER  -  THIRD
 KV5133
 KV5133.The horizontal coordinates were established by classical geodetic methods
 KV5133.and adjusted by the National Geodetic Survey in September 1999..
 KV5133
 KV5133
 KV5133.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5133
 KV5133.The geoid height was determined by GEOID03.
 KV5133
 KV5133;                    North         East     Units Scale Factor Converg.
 KV5133;SPC NJ       -   153,759.594   185,555.744   MT  0.99991556   +0 16 11.1
 KV5133;SPC NJ       -   504,459.60    608,777.47   sFT  0.99991556   +0 16 11.1
 KV5133;UTM  18      - 4,452,315.300   578,089.639   MT  0.99967507   +0 35 33.4
 KV5133
 KV5133                          SUPERSEDED SURVEY CONTROL
 KV5133
 KV5133  NAD 83(1986)-  40 13 03.43350(N)    074 04 56.11883(W) AD(       ) 4
 KV5133  NAD 27      -  40 13 03.02700(N)    074 04 57.61700(W) AD(       ) 3
 KV5133
 KV5133.Superseded values are not recommended for survey control.
 KV5133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5133.See file dsdata.txt to determine how the superseded data were derived.
 KV5133
 KV5133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7809052315(NAD 83)
 KV5133_MARKER: 51 = TANK
 KV5133
 KV5133  HISTORY     - Date     Condition        Report By
 KV5133  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5133  HISTORY     - 1934     GOOD             CGS
 KV5133  HISTORY     - 19950704 MARK NOT FOUND   USPSQD
 KV5133
 KV5133                          STATION DESCRIPTION
 KV5133
 KV5133'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (PCD)
 KV5133'FINIAL OF TALL BLACK WATER TANK LOCATED AT THE CLUB HOUSE OF THE
 KV5133'JUMPING BROOK COUNTRY CLUB, NEPTUNE TOWNSHIP.
 KV5133
 KV5133                          STATION RECOVERY (1934)
 KV5133
 KV5133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5133'RECOVERED.  NO DESCRIPTION AVAILABLE, DESCRIBED AS FOLLOWS--STATION
 KV5133'IS THE TOP CENTER OF THE BALL APEX OF THE BLACK WATER TANK AT THE
 KV5133'JUMPING BROOK COUNTRY CLUB IN NEPTUNE.
 KV5133'
 KV5133'LOCATED APPROXIMATELY 3.5 MILES W OF ASBURY PARK ON GREEN GROVE
 KV5133'ROAD.
 KV5133
 KV5133                          STATION RECOVERY (1995)
 KV5133
 KV5133'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4897 ***********************************************************************
 KV4897  DESIGNATION -  CLYNES
 KV4897  PID         -  KV4897
 KV4897  STATE/COUNTY-  NJ/MORRIS
 KV4897  USGS QUAD   -  CHATHAM (1981)
 KV4897
 KV4897                         *CURRENT SURVEY CONTROL
 KV4897  ___________________________________________________________________
 KV4897* NAD 83(1996)-  40 41 01.20429(N)    074 28 42.15208(W)     ADJUSTED  
 KV4897* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 KV4897  ___________________________________________________________________
 KV4897  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 KV4897  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KV4897
 KV4897  HORZ ORDER  -  FIRST
 KV4897
 KV4897.The horizontal coordinates were established by classical geodetic methods
 KV4897.and adjusted by the National Geodetic Survey in September 1999..
 KV4897
 KV4897.The orthometric height was scaled from a topographic map.
 KV4897
 KV4897.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4897
 KV4897.The geoid height was determined by GEOID03.
 KV4897
 KV4897;                    North         East     Units Scale Factor Converg.
 KV4897;SPC NJ       -   205,422.348   151,827.863   MT  0.99990004   +0 00 50.7
 KV4897;SPC NJ       -   673,956.49    498,121.91   sFT  0.99990004   +0 00 50.7
 KV4897;UTM  18      - 4,503,772.960   544,078.573   MT  0.99962391   +0 20 24.2
 KV4897
 KV4897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4897!SPC NJ       -   0.99998514  x   0.99990004  =   0.99988518
 KV4897!UTM  18      -   0.99998514  x   0.99962391  =   0.99960905
 KV4897
 KV4897|---------------------------------------------------------------------|
 KV4897| PID    Reference Object                     Distance      Geod. Az  |
 KV4897|                                                           dddmmss.s |
 KV4897| CB5786 CLYNES RM 3                          16.218 METERS 05631     |
 KV4897| CB5784 CLYNES RM 1                          17.178 METERS 06434     |
 KV4897| CB5785 CLYNES RM 2                          12.725 METERS 30604     |
 KV4897| KV5787 MT KEMBLE RESET                     APPROX. 9.9 KM 3384433.7 |
 KV4897|---------------------------------------------------------------------|
 KV4897
 KV4897                          SUPERSEDED SURVEY CONTROL
 KV4897
 KV4897  NAD 83(1996)-  40 41 01.20218(N)    074 28 42.15174(W) AD(       ) 1
 KV4897  NAD 83(1986)-  40 41 01.20160(N)    074 28 42.15200(W) AD(       ) 1
 KV4897  NAD 27      -  40 41 00.83700(N)    074 28 43.59600(W) AD(       ) 1
 KV4897
 KV4897.Superseded values are not recommended for survey control.
 KV4897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4897.See file dsdata.txt to determine how the superseded data were derived.
 KV4897
 KV4897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4407903773(NAD 83)
 KV4897_MARKER: DS = TRIANGULATION STATION DISK
 KV4897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4897
 KV4897  HISTORY     - Date     Condition        Report By
 KV4897  HISTORY     - 1935     MONUMENTED       CGS
 KV4897  HISTORY     - 1937     GOOD             CGS
 KV4897  HISTORY     - 1977     SEE DESCRIPTION  NGS
 KV4897  HISTORY     - 1985     GOOD             USPSQD
 KV4897  HISTORY     - 1990     GOOD             USPSQD
 KV4897
 KV4897                          STATION DESCRIPTION
 KV4897
 KV4897'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV4897'STATION IS AT THE W EDGE OF A LONG TIMBERED RIDGE, SOMETIMES KNOWN
 KV4897'AS LONG HILL, 1-1/2 MILES NE OF STERLING, ABOUT 0.15 MILE E OF AND
 KV4897'20 FEET LOWER THAN THE LOCAL HIGH POINT, IN THE NE ANGLE OF THE
 KV4897'INTERSECTION OF THREE ROADS, ABOUT 0.1 MILE E OF THE MYERSVILLE
 KV4897'ROAD, 56 PACES N OF A DIRT ROAD RUNNING E AND W, 12 PACES SW OF
 KV4897'AN 18-INCH OAK TREE WITH A TRIANGULAR BLAZE, 8 PACES NW OF A
 KV4897'SMALL BIRCH TREE WITH A TRIANGULAR BLAZE, IN A SMALL OPENING IN
 KV4897'THE BUSHES, ON THE PROPERTY OF T.G. CLYNES OF STERLING.
 KV4897'
 KV4897'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KV4897'DISKS SET IN CONCRETE.
 KV4897'
 KV4897'REFERENCE MARK NO.1 IS 15 PACES S OF A 14-INCH OAK TREE.  MARK
 KV4897'PROJECTS 4 INCHES.
 KV4897'
 KV4897'REFERENCE MARK NO.2 IS AT THE E EDGE OF A GROWTH OF TIMBER AND
 KV4897'BUSHES.  THE MARK PROJECTS 6 INCHES.
 KV4897'
 KV4897'BECAUSE OF TREES AND BUSHES NO AZIMUTH MARK COULD BE SET AT
 KV4897'THIS STATION.
 KV4897'
 KV4897'TO REACH THE STATION FROM THE CORNER OF FAIRMONT AVENUE AND
 KV4897'MAIN STREET (STATE ROUTE 24) IN CHATHAM, GO S ON FAIRMONT AVENUE
 KV4897'FOR 1.7 MILES, AND KEEP STRAIGHT AHEAD ON THE MYERVILLE ROAD AT
 KV4897'MOUNT VERNON CROSSROADS AND CHURCH.  CONTINUE 1.8 MILES AND TAKE
 KV4897'RIGHT FORK, THENCE 2.4 MILES AND KEEP STRAIGHT AHEAD AT THE
 KV4897'CROSSROADS IN MYERVILLE.  CONTINUE 0.75 MILE AND TAKE EXTREME
 KV4897'LEFT FORK AT INTERSECTION AND GO 0.15 MILE TO A LARGE BIRCH
 KV4897'TREE WITH A TRIANGULAR BLAZE ON THE RIGHT AND THE STATION 56
 KV4897'PACES N.
 KV4897'
 KV4897'REFERENCE MARKS TOO CLOSE FOR ACCURATE POINTING.
 KV4897'
 KV4897'A 64-FOOT TOWER WILL CLEAR ALL LINES OBSERVED FROM THIS STATION.
 KV4897
 KV4897                          STATION RECOVERY (1937)
 KV4897
 KV4897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (CDM)
 KV4897'STATION AND TWO REFERENCE MARKS RECOVERED AS DESCRIBED.
 KV4897
 KV4897                          STATION RECOVERY (1977)
 KV4897
 KV4897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KV4897'THE STATION SURFACE MARK WAS FOUND TILTED 30 DEGREES TO THE NORTH.
 KV4897'THE SUB-SURFACE MARK WAS FOUND IN GOOD CONDITION.  REFERENCE MARK
 KV4897'ONE WAS FOUND ON ITS SIDE.  REFERENCE MARK 2 WAS FOUND IN GOOD
 KV4897'CONDITION.  A NEW STATION SURFACE MARK AND A NEW REFERENCE MARK
 KV4897'3 WAS SET.  THE SLOPE DISTANCE TO REFERENCE MARK 2 CHECKED THE
 KV4897'PREVIOUS MEASUREMENT.  THE HORIZONTAL DISTANCE IS SHOWN ABOVE.
 KV4897'
 KV4897'A COMPLETE NEW DESCRIPTION FOLLOWS.
 KV4897'
 KV4897'THE STATION IS LOCATED 6 MILES NORTHWEST OF PLAINFIELD, 5 MILES
 KV4897'SOUTHEAST OF BERNARDSVILLE, AND 1 MILE NORTH OF STERLING AND ON
 KV4897'PROPERTY OWNED BY MR. J. H. KLEWSAAT, 838 LONGHILL ROAD, STERLING,
 KV4897'NEW JERSEY.
 KV4897'
 KV4897'TO REACH FROM THE INTERSECTION OF COUNTY ROAD 512, VALLEY ROAD AND
 KV4897'MAIN AVENUE IN STERLING, GO NORTH ON MAIN AVENUE FOR 0.7 MILE TO THE
 KV4897'PASSAIC TOWNSHIP CENTRAL SCHOOL ON THE LEFT.  CONTINUE
 KV4897'NORTH-NORTHEAST ON MAIN AVENUE FOR 0.1 MILE TO A FORK.  KEEP LEFT
 KV4897'AND GO NORTHEAST ON CENTRAL AVENUE FOR 0.1 MILE TO A CROSSROADS.
 KV4897'TURN RIGHT AND GO SOUTHEAST ON PLEASANT PLAINS ROAD FOR 1.0 MILE
 KV4897'TO A CROSSROADS.  CONTINUE STRAIGHT AHEAD AND CONTINUE
 KV4897'SOUTHEAST ON LONGHILL DRIVE FOR 0.05 MILE TO THE STATION ON
 KV4897'THE LEFT BEHIND A LARGE TWO-STORY FRAME HOUSE.
 KV4897'
 KV4897'THE STATION SURFACE MARK IS A STANDARD DISK STAMPED CLYNES 1935 1977
 KV4897'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 KV4897'4-INCHES.  THE SUB-SURFACE MARK IS STAMPED CLYNES 1935, SET IN AN
 KV4897'8-INCH MASS OF CONCRETE WHICH IS 3 FEET BELOW THE SURFACE.  THEY
 KV4897'ARE 53 FEET NORTH OF THE NORTH CORNER OF A TWO-STORY FRAME HOUSE,
 KV4897'35 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF MR. KLEWSAATS HOME
 KV4897'29.8 FEET SOUTH OF A 24-INCH OAK TREE WITH A TRIANGULAR BLAZE, AND
 KV4897'2.7 FEET SOUTH OF A WITNESS POST.
 KV4897'
 KV4897'REFERENCE MARK TWO IS A STANDARD DISK STAMPED CLYNES NO 2 1935 SET
 KV4897'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KV4897'8-INCHES.  IT IS 46 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 KV4897'MR. KLEWSAATS HOME, 40.7 FEET SOUTHWEST OF A 24-INCH OAK TREE WITH
 KV4897'A TRIANGULAR BLAZE, AND 39 FEET NORTHWEST OF THE WITNESS POST.
 KV4897'
 KV4897'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CLYNES 1935 NO 3 1977
 KV4897'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KV4897'8-INCHES.  IT IS 52.8 FEET NORTHEAST OF THE WITNESS POST AND 38
 KV4897'FEET EAST-SOUTHEAST OF THE OAK TREE WITH THE TRIANGULAR BLAZE.
 KV4897'
 KV4897'NO AZIMUTH MARK WAS EVER SET AT THIS STATION AND THERE IS NO
 KV4897'SUITABLE LOCATION TO SET ONE AT THIS DATE.
 KV4897'
 KV4897'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH
 KV4897'OF STERLING.
 KV4897
 KV4897                          STATION RECOVERY (1985)
 KV4897
 KV4897'RECOVERY NOTE BY US POWER SQUADRON 1985 (CWK)
 KV4897'CLYNES 1935 FOUND GOOD - CLYNES SHOULD BE RESTAMPED.
 KV4897'THE STATION IS SET IN A CONCRETE MONUMENT BEHIND HOUSE AT 830 LONG
 KV4897'HILL ROAD, GILLETTE, N.J.  THE MONUMENT IS ABOUT 12 INCHES IN
 KV4897'DIAMETER AND PROJECTS ABOUT 12 INCHES ABOVE GROUND LEVEL.  IT IS
 KV4897'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE ABOUT 60 FEET.  IT
 KV4897'IS ALSO ABOUT 2 FEET SOUTHEAST OF A METAL WITNESS POST.  IT IS
 KV4897'READILY OBVIOUS.  FORMER REFERENCES, I.E. OAK TREE, TIMBER AND
 KV4897'BUSHES NO LONGER EXIST.
 KV4897'
 KV4897'DIRECTIONS TO STATION - FROM CENTER OF NEW PROVIDENCE, N.J. AT
 KV4897'INTERSECTION OF SPRINGFIELD AVE AND PASSAIC ST. (NOTE-PASSAIC ST.
 KV4897'BECOMES SOUTH ST. ON THE SOUTH SIDE OF SPRINGFIELD AVE) PROCEED
 KV4897'NORTH ON PASSAIC ST UNTIL PASSAIC RIVER IS CROSSED.  TURN LEFT
 KV4897'(WEST) IMMEDIATELY THRU TRAFFIC ISLAND.  THIS IS
 KV4897'RIVER ROAD.  PROCEED THRU CHATHAM TOWSHIP ALONG RIVER
 KV4897'ROAD.  CONTINUE ON RIVER ROAD TO TOWN OF GILLETTE.  RIVER ROAD
 KV4897'CHANGES ITS NAME TO LONG HILL ROAD AT THE WEST END OF BERKLEY
 KV4897'HEIGHTS WHICH YOU PASS THRU ON THE WAY TO GILLETTE.  CONTINUE ON
 KV4897'LONG HILL ROAD TO NUMBER 830 LONG HILL ROAD HOUSE SITS ON A
 KV4897'HILLSIDE.  THE STEEP DRIVEWAY HAS A FIRE HYDRANT AT ITS WESTERLY
 KV4897'END.  THE HOUSE IS ON THE NORTH SIDE OF THE ROAD.  BIRCH TREE
 KV4897'DESCRIBED IN 1935 NO LONGER EXISTS.  IF YOU COME TO A 3 WAY STOP
 KV4897'STREET INTERSECTION (LONG HILL ROAD AND MEYERSVILLE ROAD)
 KV4897'YOU HAVE PASSED NO. 830.  GO BACK .15 MILES TO HOUSE ON LEFT.
 KV4897'DISTANCE FROM INTERSECTION OF PASSAIC ST. NEW PROVIDENCE AND
 KV4897'RIVER ROAD IS 4.4 MILES TO NO. 830 LONG HILL ROAD.
 KV4897'
 KV4897'THE PROPERTY IS CURRENTLY OWNED AND OCCUPIED BY J. DONOVAN AN
 KV4897'EXTREMELY INTERESTED AND COOPERATIVE PERSON.
 KV4897'
 KV4897'THE ORIGINAL INSTRUCTIONS ARE MEANT FOR LOCAL KNOWLEDGABLE PEOPLE.
 KV4897'NOT RECOMMENDED.
 KV4897
 KV4897                          STATION RECOVERY (1990)
 KV4897
 KV4897'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV4897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4002 ***********************************************************************
 KV4002  DESIGNATION -  COAL
 KV4002  PID         -  KV4002
 KV4002  STATE/COUNTY-  NJ/BERGEN
 KV4002  USGS QUAD   -  WEEHAWKEN (1995)
 KV4002
 KV4002                         *CURRENT SURVEY CONTROL
 KV4002  ___________________________________________________________________
 KV4002* NAD 83(1996)-  40 49 51.66908(N)    074 07 13.91351(W)     ADJUSTED  
 KV4002* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4002  ___________________________________________________________________
 KV4002  LAPLACE CORR-           6.39  (seconds)                    DEFLEC99
 KV4002  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV4002
 KV4002  HORZ ORDER  -  THIRD
 KV4002
 KV4002.The horizontal coordinates were established by classical geodetic methods
 KV4002.and adjusted by the National Geodetic Survey in September 1999..
 KV4002
 KV4002.The orthometric height was scaled from a topographic map.
 KV4002
 KV4002.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4002
 KV4002.The geoid height was determined by GEOID03.
 KV4002
 KV4002;                    North         East     Units Scale Factor Converg.
 KV4002;SPC NJ       -   221,853.033   182,004.883   MT  0.99991260   +0 14 53.2
 KV4002;SPC NJ       -   727,862.83    597,127.69   sFT  0.99991260   +0 14 53.2
 KV4002;SPC NY L     -    73,780.925   289,833.257   MT  0.99999496   -0 04 43.8
 KV4002;SPC NY L     -   242,062.92    950,894.61   sFT  0.99999496   -0 04 43.8
 KV4002;UTM  18      - 4,520,370.985   574,153.653   MT  0.99966768   +0 34 30.2
 KV4002
 KV4002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4002!SPC NJ       -   1.00000493  x   0.99991260  =   0.99991753
 KV4002!SPC NY L     -   1.00000493  x   0.99999496  =   0.99999989
 KV4002!UTM  18      -   1.00000493  x   0.99966768  =   0.99967261
 KV4002
 KV4002|---------------------------------------------------------------------|
 KV4002| PID    Reference Object                     Distance      Geod. Az  |
 KV4002|                                                           dddmmss.s |
 KV4002| CB5787 COAL RM 1                            20.544 METERS 01457     |
 KV4002| KV4022 BOAT 1913                           APPROX. 0.6 KM 1915816.1 |
 KV4002| KV4027 NECK                                357.927 METERS 20155     |
 KV4002| KV3978 BUSH                                446.987 METERS 3454027.4 |
 KV4002| KV4001 BRUSH                               184.920 METERS 35956     |
 KV4002|---------------------------------------------------------------------|
 KV4002
 KV4002                          SUPERSEDED SURVEY CONTROL
 KV4002
 KV4002  NAD 83(1996)-  40 49 51.66885(N)    074 07 13.91382(W) AD(       ) 3
 KV4002  NAD 83(1996)-  40 49 51.66563(N)    074 07 13.92219(W) AD(       ) 3
 KV4002  NAD 83(1992)-  40 49 51.66560(N)    074 07 13.92223(W) AD(       ) 3
 KV4002  NAD 83(1986)-  40 49 51.66560(N)    074 07 13.92399(W) AD(       ) 3
 KV4002  NAD 27      -  40 49 51.29700(N)    074 07 15.40100(W) AD(       ) 3
 KV4002
 KV4002.Superseded values are not recommended for survey control.
 KV4002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4002.See file dsdata.txt to determine how the superseded data were derived.
 KV4002
 KV4002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7415420371(NAD 83)
 KV4002_MARKER: DS = TRIANGULATION STATION DISK
 KV4002_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4002_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4002
 KV4002  HISTORY     - Date     Condition        Report By
 KV4002  HISTORY     - 1913     MONUMENTED       CGS
 KV4002  HISTORY     - 1933     GOOD             CGS
 KV4002
 KV4002                          STATION DESCRIPTION
 KV4002
 KV4002'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4002'STATION IS ON THE E SIDE OF PASSAIC RIVER, ON THE DOCK OF THE
 KV4002'WILLIAMS FEED AND COAL COMPANY.  THE STATION IS MARKED BY A C. AND
 KV4002'G.S. STANDARD BRASS DISK CEMENTED IN THE TOP OF A 4-INCH TILE
 KV4002'PIPE AND SUNK TO THE GROUND LEVEL.  THE SUBSURFACE MARK IS A
 KV4002'BURIED BOTTLE SET IN CONCRETE.
 KV4002
 KV4002                          STATION RECOVERY (1933)
 KV4002
 KV4002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4002'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0828 ***********************************************************************
 KU0828  DESIGNATION -  COAST
 KU0828  PID         -  KU0828
 KU0828  STATE/COUNTY-  NJ/MONMOUTH
 KU0828  USGS QUAD   -  SANDY HOOK (1981)
 KU0828
 KU0828                         *CURRENT SURVEY CONTROL
 KU0828  ___________________________________________________________________
 KU0828* NAD 83(1996)-  40 25 32.04586(N)    073 58 58.63170(W)     ADJUSTED  
 KU0828* NAVD 88     -         4.162  (meters)      13.65   (feet)  ADJUSTED  
 KU0828  ___________________________________________________________________
 KU0828  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 KU0828  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KU0828  DYNAMIC HT  -           4.160 (meters)      13.65  (feet)  COMP
 KU0828  MODELED GRAV-     980,192.6   (mgal)                       NAVD 88
 KU0828
 KU0828  HORZ ORDER  -  SECOND
 KU0828  VERT ORDER  -  FIRST     CLASS II
 KU0828
 KU0828.The horizontal coordinates were established by classical geodetic methods
 KU0828.and adjusted by the National Geodetic Survey in September 1999..
 KU0828
 KU0828.The orthometric height was determined by differential leveling
 KU0828.and adjusted by the National Geodetic Survey in June 1991..
 KU0828
 KU0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU0828
 KU0828.The geoid height was determined by GEOID03.
 KU0828
 KU0828.The dynamic height is computed by dividing the NAVD 88
 KU0828.geopotential number by the normal gravity value computed on the
 KU0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0828.degrees latitude (g = 980.6199 gals.).
 KU0828
 KU0828.The modeled gravity was interpolated from observed gravity values.
 KU0828
 KU0828;                    North         East     Units Scale Factor Converg.
 KU0828;SPC NJ       -   176,892.614   193,873.008   MT  0.99992369   +0 20 07.0
 KU0828;SPC NJ       -   580,355.18    636,065.03   sFT  0.99992369   +0 20 07.0
 KU0828;UTM  18      - 4,475,489.444   586,274.196   MT  0.99969162   +0 39 34.4
 KU0828
 KU0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU0828!SPC NJ       -   1.00000444  x   0.99992369  =   0.99992813
 KU0828!UTM  18      -   1.00000444  x   0.99969162  =   0.99969606
 KU0828
 KU0828|---------------------------------------------------------------------|
 KU0828| PID    Reference Object                     Distance      Geod. Az  |
 KU0828|                                                           dddmmss.s |
 KU0828| KU0829 COAST RM 1                           42.282 METERS 02013     |
 KU0828| KU2829 N J NAVIGATION BUREAU MARK           98.877 METERS 13314     |
 KU0828| KU2801 HIGHLANDS NORTH RADAR DOME          APPROX. 3.9 KM 1935650.1 |
 KU0828| KU0831 COAST AZ MK                                        1952159.2 |
 KU0828| KV4989 CHAPEL HILL ATT MICRO TOWER         APPROX. 5.7 KM 2441800.8 |
 KU0828|---------------------------------------------------------------------|
 KU0828
 KU0828                          SUPERSEDED SURVEY CONTROL
 KU0828
 KU0828  NAD 83(1996)-  40 25 32.04569(N)    073 58 58.63141(W) AD(       ) 2
 KU0828  NAD 83(1986)-  40 25 32.04558(N)    073 58 58.63141(W) AD(       ) 2
 KU0828  NAD 27      -  40 25 31.65400(N)    073 59 00.13900(W) AD(       ) 2
 KU0828  NGVD 29 (??/??/92)    4.519  (m)           14.83   (f) ADJ UNCH    1 2
 KU0828
 KU0828.Superseded values are not recommended for survey control.
 KU0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0828.See file dsdata.txt to determine how the superseded data were derived.
 KU0828
 KU0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8627475489(NAD 83)
 KU0828_MARKER: DS = TRIANGULATION STATION DISK
 KU0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0828_STAMPING: COAST 1940
 KU0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0828+STABILITY: SURFACE MOTION
 KU0828
 KU0828  HISTORY     - Date     Condition        Report By
 KU0828  HISTORY     - 1940     MONUMENTED       CGS
 KU0828  HISTORY     - 1957     GOOD             CGS
 KU0828  HISTORY     - 1962     GOOD             CGS
 KU0828  HISTORY     - 1962     GOOD             CGS
 KU0828  HISTORY     - 1964     GOOD             CGS
 KU0828  HISTORY     - 1964     GOOD             NGS
 KU0828  HISTORY     - 19930811 MARK NOT FOUND   NJGS
 KU0828  HISTORY     - 19950623 MARK NOT FOUND   USPSQD
 KU0828
 KU0828                          STATION DESCRIPTION
 KU0828
 KU0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KU0828'STATION IS MARKED WITH A U.S.C. AND G.S. STANDARD STATION-MARK
 KU0828'DISK, SET IN THE TOP OF A CONCRETE POST ABOUT 12 IN. SQUARE AND
 KU0828'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK
 KU0828'IS STAMPED COAST 1940.  THERE ARE NO REFERENCE MARKS, BUT THE
 KU0828'STATION IS CONNECTED BY TRAVERSE TO AA BATTERY, AA ORIENTING, AND
 KU0828'CAMERA NO 1.
 KU0828'
 KU0828'STATION IS LOCATED ON THE MILITARY RESERVATION AT FORT HANCOCK,
 KU0828'ON THE E SIDE OF THE HIGHWAY TO FORT HANCOCK, OPPOSITE SPERMACETI
 KU0828'COVE.  IT IS UNDER AN OBSERVATION PLATFORM AT THE E END OF A
 KU0828'ROAD RUNNING E FROM THE MAIN HIGHWAY BY THE SPERMACETI COVE
 KU0828'COAST GUARD STATION.  IT IS ABOUT 200 YD. SE OF THE COAST GUARD
 KU0828'STATION.
 KU0828'
 KU0828'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 KU0828
 KU0828                          STATION RECOVERY (1957)
 KU0828
 KU0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HEF)
 KU0828'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE OBSERVATION
 KU0828'PLATFORM HAS BEEN DESTROYED.  A NEW TO REACH FOLLOWS--
 KU0828'
 KU0828'FROM THE MAIN GATE AT THE ENTRANCE TO FORT HANCOCK GO N ABOUT
 KU0828'1.5 MI. TO THE SPERMACETI COVE COAST GUARD STATION (NOW ABANDONED)
 KU0828'ON THE RIGHT.  TURN RIGHT TO THE BUILDING AND GO ABOUT 300 FT. E
 KU0828'ON A SAND ROAD PAST THE BUILDING.  FROM THIS POINT PACK ABOUT
 KU0828'450 FT. S TO A GULLY, CROSS THE GULLY AND CONTINUE ABOUT 100
 KU0828'FT. TO THE RUINS OF THE OBSERVATION PLATFORM AND THE STATION.
 KU0828'TO THE SW ABOUT 125 FT. AND LOWER THAN THE STATION IS A SMALL
 KU0828'CONCRETE BUILDING IN FRONT OF WHICH IS THE REMAINS OF A MACADAM
 KU0828'PARKING LOT OR ROAD.  THE STATION IS ABOUT 550 FT. SE OF THE
 KU0828'COAST GUARD BUILDING.
 KU0828
 KU0828                          STATION RECOVERY (1962)
 KU0828
 KU0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU0828'RECOVERED IN GOOD CONDITION.  THE MARK IS N 26 DEG W. AND
 KU0828'ABOUT 500 FEET DISTANT FROM SPERMACETI COVE COAST GUARD STATION
 KU0828'CUPOLA.
 KU0828
 KU0828                          STATION RECOVERY (1962)
 KU0828
 KU0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KU0828'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 KU0828'REFERENCE MARK 1 AND AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 KU0828'
 KU0828'A NEW DESCRIPTION FOLLOWS--
 KU0828'
 KU0828'THE STATION IS ON A SAND DUNE COVERED WITH POISON IVY, ABOUT
 KU0828'0.05 MILE SOUTHEAST OF SANDY HOOK STATE PARK OFFICE, ABOUT 4.0
 KU0828'MILES NORTH OF SEA BRIGHT AND IS ON STATE PROPERTY.  THE MONUMENT
 KU0828'IS FLUSH AND THE DISK IS STAMPED COAST 1940.
 KU0828'
 KU0828'TO REACH FROM A Y-FORK AT THE EAST END OF THE BRIDGE OVER
 KU0828'SHREWSBERRY RIVER AT HIGHLANDS BEACH (ABOUT 2-1/4 MILES NORTH OF
 KU0828'SEA BRIGHT), GO NORTH ON A PAVED ROAD FOR 0.25 MILE TO A GUARD
 KU0828'GATE AT FORT HANCOCK.  CONTINUE NORTH ON A PAVED ROAD FOR 0.65
 KU0828'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON THE
 KU0828'PAVED ROAD FOR 0.35 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 KU0828'GO EAST ON A SAND ROAD FOR 0.05 MILE TO THE SANDY HOOK STATE
 KU0828'PARK OFFICE.  FROM THE SOUTHEAST CORNER OF THE OFFICE
 KU0828'BUILDING, GO SOUTHERLY ON A SAND STRIP FOR ABOUT 80 PACES TO
 KU0828'A LARGE SAND STRIP ON THE LEFT.  TURN LEFT AND GO EAST ON A SMALL
 KU0828'SAND STRIP FOR 75 PACES TO STATION.
 KU0828'
 KU0828'REFERENCE MARK 1 IS SET ON THE NORTH SIDE OF A WIDE SAND STRIP,
 KU0828'6 FEET SOUTH OF THE SOUTH EDGE OF A POISON IVY THICKET AND 10
 KU0828'FEET SOUTHWEST OF A SIGN THIS IS POISON IVY KEEP TO PATH.  THE
 KU0828'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED COAST NO 1
 KU0828'1940.
 KU0828'
 KU0828'N.J. NAVIGATION BUREAU IS A STATE OF NEW JERSEY NAVIGATION
 KU0828'BUREAU DISK SET IN THE TOP OF A 6 INCH ROUND TILE THAT PROJECTS
 KU0828'18 INCHES.  IT IS SET ON A SAND DUNE COVERED WITH POISON IVY
 KU0828'AND IS ABOUT 2 FEET HIGHER THAN THE STATION.  NO STAMPINGS WERE
 KU0828'FOUND ON THE DISK.
 KU0828'
 KU0828'THE AZIMUTH MARK IS SET UNDERNEATH AN OVERHEAD POWER LINE, ON
 KU0828'THE WEST SIDE OF A PAVED ROAD, 47 FEET SOUTH OF POWER POLE
 KU0828'NUMBER 255 AND IS 2 FEET NORTH OF A WITNESS POST.  THE
 KU0828'MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED COAST 1940.
 KU0828'
 KU0828'HEIGHT OF LIGHT ABOVE STATION MARK 21.94 METERS.
 KU0828
 KU0828                          STATION RECOVERY (1964)
 KU0828
 KU0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 KU0828'THE STATION MARK, REFERENCE MARK 1 AND AZIMUTH MARK WERE FOUND
 KU0828'IN GOOD CONDITION.
 KU0828
 KU0828                          STATION RECOVERY (1964)
 KU0828
 KU0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU0828'0.4 MI SE FROM FORT HANCOCK.
 KU0828'0.2 MILE SOUTH ALONG SANDY HOOK ROAD FROM THE MAIN GATE TO THE
 KU0828'MILITARY RESERVATION, THENCE 0.1 MILE EAST ALONG BLACKTOP ROAD TO
 KU0828'THE SOUTHEAST CORNER OF THE STATE PARK BUILDING, THENCE 0.05 MILE
 KU0828'EAST ON A SAND ROAD, THENCE 80 PACES EAST TO A SAND
 KU0828'DUNE, 138.5 FEET SOUTHWEST OF RM 1, 102.0 FEET NORTHEAST OF THE
 KU0828'NORTHEAST CORNER OF A CONCRETE HUT, 2.7 FEET WEST OF A METAL
 KU0828'WITNESS POST, ABOUT 2 FEET BELOW THE HIGHEST PART OF SAND DUNE
 KU0828'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 KU0828'SURFACE OF THE GROUND.
 KU0828
 KU0828                          STATION RECOVERY (1993)
 KU0828
 KU0828'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (RJK)
 KU0828'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A HALF HOUR
 KU0828'SEARCH BY A TWO MAN PARTY.  EXTENSIVE RECONSTRUCTION HAS BEEN MADE TO
 KU0828'THE AREA SINCE THE LAST RECOVERY.  THE STATION IS CONSIDERED LOST.
 KU0828
 KU0828                          STATION RECOVERY (1995)
 KU0828
 KU0828'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU0828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0831 ***********************************************************************
 KU0831  DESIGNATION -  COAST AZ MK
 KU0831  PID         -  KU0831
 KU0831  STATE/COUNTY-  NJ/MONMOUTH
 KU0831  USGS QUAD   -  SANDY HOOK (1981)
 KU0831
 KU0831                         *CURRENT SURVEY CONTROL
 KU0831  ___________________________________________________________________
 KU0831* NAD 83(1986)-  40 25 31.     (N)    073 58 58.     (W)     SCALED    
 KU0831* NAVD 88     -         1.402  (meters)       4.60   (feet)  ADJUSTED  
 KU0831  ___________________________________________________________________
 KU0831  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KU0831  DYNAMIC HT  -           1.402 (meters)       4.60  (feet)  COMP
 KU0831  MODELED GRAV-     980,192.6   (mgal)                       NAVD 88
 KU0831
 KU0831  VERT ORDER  -  FIRST     CLASS II
 KU0831
 KU0831.The horizontal coordinates were scaled from a topographic map and have
 KU0831.an estimated accuracy of +/- 6 seconds.
 KU0831
 KU0831.The orthometric height was determined by differential leveling
 KU0831.and adjusted by the National Geodetic Survey in June 1991..
 KU0831
 KU0831.The geoid height was determined by GEOID03.
 KU0831
 KU0831.The dynamic height is computed by dividing the NAVD 88
 KU0831.geopotential number by the normal gravity value computed on the
 KU0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0831.degrees latitude (g = 980.6199 gals.).
 KU0831
 KU0831.The modeled gravity was interpolated from observed gravity values.
 KU0831
 KU0831;                    North         East    Units  Estimated Accuracy
 KU0831;SPC NJ       -   176,860.      193,890.      MT  (+/- 180 meters Scaled)
 KU0831
 KU0831                          SUPERSEDED SURVEY CONTROL
 KU0831
 KU0831  NGVD 29 (??/??/92)    1.760  (m)            5.77   (f) ADJ UNCH    1 2
 KU0831
 KU0831.Superseded values are not recommended for survey control.
 KU0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0831.See file dsdata.txt to determine how the superseded data were derived.
 KU0831
 KU0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK862754(NAD 83)
 KU0831_MARKER: DZ = AZIMUTH MARK DISK
 KU0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0831_STAMPING: COAST 1940
 KU0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0831+STABILITY: SURFACE MOTION
 KU0831
 KU0831  HISTORY     - Date     Condition        Report By
 KU0831  HISTORY     - 1940     MONUMENTED       CGS
 KU0831  HISTORY     - 1964     GOOD             NGS
 KU0831  HISTORY     - 19970811 MARK NOT FOUND   USPSQD
 KU0831
 KU0831                          STATION DESCRIPTION
 KU0831
 KU0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KU0831'0.6 MI S FROM FORT HANCOCK.
 KU0831'0.55 MILE SOUTH ALONG SANDY HOOK ROAD FROM THE MAIN GATE TO THE
 KU0831'MILITARY RESERVATION, 101.0 FEET WEST OF THE CENTER LINE OF THE
 KU0831'SOUTH-BOUND LANE OF SANDY HOOK ROAD, 47.0 FEET SOUTH OF POWER
 KU0831'LINE POLE NUMBER JC 255 SBR, ABOUT LEVEL WITH SANDY HOOK ROAD,
 KU0831'2 FEET NORTH OF A METAL WITNESS POST AND SET IN THE TOP OF A
 KU0831'CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 KU0831
 KU0831                          STATION RECOVERY (1997)
 KU0831
 KU0831'RECOVERY NOTE BY US POWER SQUADRON 1997
 KU0831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0829 ***********************************************************************
 KU0829  DESIGNATION -  COAST RM 1
 KU0829  PID         -  KU0829
 KU0829  STATE/COUNTY-  NJ/MONMOUTH
 KU0829  USGS QUAD   -  SANDY HOOK (1981)
 KU0829
 KU0829                         *CURRENT SURVEY CONTROL
 KU0829  ___________________________________________________________________
 KU0829* NAD 83(1986)-  40 25 31.     (N)    073 58 58.     (W)     SCALED    
 KU0829* NAVD 88     -         2.464  (meters)       8.08   (feet)  ADJUSTED  
 KU0829  ___________________________________________________________________
 KU0829  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KU0829  DYNAMIC HT  -           2.463 (meters)       8.08  (feet)  COMP
 KU0829  MODELED GRAV-     980,192.6   (mgal)                       NAVD 88
 KU0829
 KU0829  VERT ORDER  -  FIRST     CLASS II
 KU0829
 KU0829.The horizontal coordinates were scaled from a topographic map and have
 KU0829.an estimated accuracy of +/- 6 seconds.
 KU0829
 KU0829.The orthometric height was determined by differential leveling
 KU0829.and adjusted by the National Geodetic Survey in June 1991..
 KU0829
 KU0829.The geoid height was determined by GEOID03.
 KU0829
 KU0829.The dynamic height is computed by dividing the NAVD 88
 KU0829.geopotential number by the normal gravity value computed on the
 KU0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0829.degrees latitude (g = 980.6199 gals.).
 KU0829
 KU0829.The modeled gravity was interpolated from observed gravity values.
 KU0829
 KU0829;                    North         East    Units  Estimated Accuracy
 KU0829;SPC NJ       -   176,860.      193,890.      MT  (+/- 180 meters Scaled)
 KU0829
 KU0829                          SUPERSEDED SURVEY CONTROL
 KU0829
 KU0829  NGVD 29 (??/??/92)    2.821  (m)            9.26   (f) ADJ UNCH    1 2
 KU0829
 KU0829.Superseded values are not recommended for survey control.
 KU0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0829.See file dsdata.txt to determine how the superseded data were derived.
 KU0829
 KU0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK862754(NAD 83)
 KU0829_MARKER: DR = REFERENCE MARK DISK
 KU0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0829_STAMPING: COAST NO 1 1940
 KU0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0829+STABILITY: SURFACE MOTION
 KU0829
 KU0829  HISTORY     - Date     Condition        Report By
 KU0829  HISTORY     - 1940     MONUMENTED       CGS
 KU0829  HISTORY     - 1964     GOOD             NGS
 KU0829  HISTORY     - 19970904 MARK NOT FOUND   USPSQD
 KU0829
 KU0829                          STATION DESCRIPTION
 KU0829
 KU0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KU0829'0.4 MI SE FROM FORT HANCOCK.
 KU0829'0.2 MILE SOUTH ALONG SANDY HOOK ROAD FROM THE MAIN GATE TO THE
 KU0829'MILITARY RESERVATION, THENCE 0.1 MILE EAST ALONG BLACKTOP ROAD
 KU0829'TO THE SOUTHEAST CORNER OF THE STATE PARK BUILDING, THENCE 0.05
 KU0829'MILE EAST ON SAND ROAD.  FROM HERE WALK ABOUT 80 PACES EAST
 KU0829'TO A SAND DUNE, 138.5 FEET NORTHEAST OF STATION COAST, 120.0
 KU0829'FEET WEST OF A SEA WALL OF SAND, 2.3 FEET WEST OF A METAL
 KU0829'WITNESS POST, ABOUT 5 FEET LOWER THAN THE STATION AND SET IN THE
 KU0829'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE THE
 KU0829'SURFACE OF THE GROUND.
 KU0829
 KU0829                          STATION RECOVERY (1997)
 KU0829
 KU0829'RECOVERY NOTE BY US POWER SQUADRON 1997
 KU0829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2596 ***********************************************************************
 JU2596  DESIGNATION -  COATES
 JU2596  PID         -  JU2596
 JU2596  STATE/COUNTY-  NJ/OCEAN
 JU2596  USGS QUAD   -  SEASIDE PARK (1989)
 JU2596
 JU2596                         *CURRENT SURVEY CONTROL
 JU2596  ___________________________________________________________________
 JU2596* NAD 83(1996)-  39 56 58.14239(N)    074 06 51.83648(W)     ADJUSTED  
 JU2596* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2596  ___________________________________________________________________
 JU2596  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 JU2596  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JU2596
 JU2596  HORZ ORDER  -  THIRD
 JU2596
 JU2596.The horizontal coordinates were established by classical geodetic methods
 JU2596.and adjusted by the National Geodetic Survey in September 1999..
 JU2596
 JU2596.The orthometric height was scaled from a topographic map.
 JU2596
 JU2596.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2596
 JU2596.The geoid height was determined by GEOID03.
 JU2596
 JU2596;                    North         East     Units Scale Factor Converg.
 JU2596;SPC NJ       -   123,977.161   182,948.955   MT  0.99991336   +0 14 51.4
 JU2596;SPC NJ       -   406,748.40    600,225.03   sFT  0.99991336   +0 14 51.4
 JU2596;UTM  18      - 4,422,525.891   575,650.844   MT  0.99967045   +0 34 07.3
 JU2596
 JU2596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2596!SPC NJ       -   1.00000493  x   0.99991336  =   0.99991829
 JU2596!UTM  18      -   1.00000493  x   0.99967045  =   0.99967538
 JU2596
 JU2596:                Primary Azimuth Mark                     Grid Az
 JU2596:SPC NJ       -  GOOSE                                    002 46 08.8
 JU2596:UTM  18      -  GOOSE                                    002 26 52.9
 JU2596
 JU2596|---------------------------------------------------------------------|
 JU2596| PID    Reference Object                     Distance      Geod. Az  |
 JU2596|                                                           dddmmss.s |
 JU2596| JU2589 GOOSE                               APPROX. 2.1 KM 0030100.2 |
 JU2596| CB1366 COATES RM 1                          27.030 METERS 23806     |
 JU2596| CB1367 COATES RM 2                          31.690 METERS 28329     |
 JU2596|---------------------------------------------------------------------|
 JU2596
 JU2596                          SUPERSEDED SURVEY CONTROL
 JU2596
 JU2596  NAD 83(1986)-  39 56 58.13687(N)    074 06 51.83192(W) AD(       ) 3
 JU2596  NAD 27      -  39 56 57.70800(N)    074 06 53.34100(W) AD(       ) 3
 JU2596
 JU2596.Superseded values are not recommended for survey control.
 JU2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2596.See file dsdata.txt to determine how the superseded data were derived.
 JU2596
 JU2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7565122526(NAD 83)
 JU2596_MARKER: DS = TRIANGULATION STATION DISK
 JU2596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2596
 JU2596  HISTORY     - Date     Condition        Report By
 JU2596  HISTORY     - 1935     MONUMENTED       CGS
 JU2596  HISTORY     - 1951     MARK NOT FOUND   CGS
 JU2596  HISTORY     - 1954     MARK NOT FOUND   NJDCED
 JU2596  HISTORY     - 1962     MARK NOT FOUND   CGS
 JU2596
 JU2596                          STATION DESCRIPTION
 JU2596
 JU2596'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2596'STATION IS LOCATED ON THE W SIDE OF BARNEGAT BAY ON THE N BANK
 JU2596'OF TOMS RIVER AT ITS MOUTH.  IT IS APPROXIMATELY 20 METERS N
 JU2596'OF THE HIGHWAY BRIDGE FROM ISLAND HEIGHTS TO SEASIDE HEIGHTS, AND
 JU2596'IS 6 FEET W OF THE BULKHEAD RUNNING N FROM THE BRIDGE.
 JU2596'
 JU2596'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2596'CONCRETE AS DESCRIBED IN NOTES 1A AND 11C.
 JU2596'
 JU2596'STATION MARKED BY STANDARD DISK STAMPED, COATES - 1935 IN
 JU2596'CEMENT MONUMENT 12- BY 12-INCH BY 3-FOOT BURIED 6 INCHES BELOW
 JU2596'SURFACE OF SAND FILL.
 JU2596'
 JU2596'REFERENCE MARK NO.1 IS STANDARD DISK STAMPED, COATES NO.1
 JU2596'SET IN RETAINING WALL 3 FEET N OF BRIDGE.  REFERENCE MARK NO.2
 JU2596'IS STANDARD DISK STAMPED, COATES NO.2 SET IN CEMENT SIDEWALK
 JU2596'LEADING TO DINING ROOM OF INN TO THE W OF THE STATION.  AT
 JU2596'REFERENCE MARK NO.1 THE ANGLE FROM REFERENCE MARK NO.2 TO COATES
 JU2596'IS 78 DEG 02 MIN 20.0 SEC.  AT REFERENCE MARK NO.2 THE ANGLE FROM
 JU2596'COATES TO REFERENCE MARK NO.1 IS 56 DEG 34 MIN 25.0 SEC.  THE
 JU2596'DISTANCE FROM REFERENCE MARK NO.1 TO REFERENCE MARK NO.2 IS
 JU2596'23.06 METERS.
 JU2596'
 JU2596'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 JU2596
 JU2596                          STATION RECOVERY (1951)
 JU2596
 JU2596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2596'STATION MARK AND R.M.1 WERE NOT RECOVERED AFTER 1-HOUR SEARCH
 JU2596'BY A TWO-MAN PARTY.
 JU2596'
 JU2596'R.M.2 WAS RECOVERED IN GOOD CONDITION.  A NEW BRIDGE HAS BEEN
 JU2596'BUILT AND THE AREA HAS BEEN FILLED IN.  PART OF THE BULKHEAD
 JU2596'REFERRED TO IN THE PUBLISHED DESCRIPTION HAS BEEN
 JU2596'DESTROYED.  STATION MARK AND R.M.1 HAVE EITHER BEEN DESTROYED OR
 JU2596'MAY BE DEEPLY BURIED BENEATH THE FILL.
 JU2596
 JU2596                          STATION RECOVERY (1954)
 JU2596
 JU2596'RECOVERY NOTE BY NJ CONS AND ECON DEV 1954
 JU2596'STATION NOT FOUND.  R.M. 1 DESTROYED BY BRIDGE
 JU2596'CONSTRUCTION.  R.M. 2 DESTROYED BY PROPERTY IMPROVEMENTS.
 JU2596
 JU2596                          STATION RECOVERY (1962)
 JU2596
 JU2596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2596'NOT RECOVERED.  SEARCH AND INQUIRY REVEALED NOTHING EXCEPT THAT THE
 JU2596'WALK IN WHICH RM 2 WAS SET HAD BEEN TAKEN UP AFTER THE
 JU2596'BUILDING BURNED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3392 ***********************************************************************
 JU3392  DESIGNATION -  COHANSEY
 JU3392  PID         -  JU3392
 JU3392  STATE/COUNTY-  NJ/CUMBERLAND
 JU3392  USGS QUAD   -  BEN DAVIS POINT (1993)
 JU3392
 JU3392                         *CURRENT SURVEY CONTROL
 JU3392  ___________________________________________________________________
 JU3392* NAD 83(1996)-  39 20 22.79192(N)    075 21 36.90743(W)     ADJUSTED  
 JU3392* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3392  ___________________________________________________________________
 JU3392  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 JU3392  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JU3392
 JU3392  HORZ ORDER  -  SECOND
 JU3392
 JU3392.The horizontal coordinates were established by classical geodetic methods
 JU3392.and adjusted by the National Geodetic Survey in September 1999..
 JU3392
 JU3392.The orthometric height was scaled from a topographic map.
 JU3392
 JU3392.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3392
 JU3392.The geoid height was determined by GEOID03.
 JU3392
 JU3392;                    North         East     Units Scale Factor Converg.
 JU3392;SPC NJ       -    56,558.720    75,843.927   MT  0.99996769   -0 32 43.3
 JU3392;SPC NJ       -   185,559.73    248,831.28   sFT  0.99996769   -0 32 43.3
 JU3392;SPC DE       -   148,715.851   204,863.518   MT  0.99999529   +0 02 08.7
 JU3392;SPC DE       -   487,911.92    672,123.06   sFT  0.99999529   +0 02 08.7
 JU3392;UTM  18      - 4,354,532.481   468,954.798   MT  0.99961187   -0 13 42.1
 JU3392
 JU3392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3392!SPC NJ       -   1.00000522  x   0.99996769  =   0.99997291
 JU3392!SPC DE       -   1.00000522  x   0.99999529  =   1.00000051
 JU3392!UTM  18      -   1.00000522  x   0.99961187  =   0.99961709
 JU3392
 JU3392|---------------------------------------------------------------------|
 JU3392| PID    Reference Object                     Distance      Geod. Az  |
 JU3392|                                                           dddmmss.s |
 JU3392| CB1368 COHANSEY RM 1                        21.004 METERS 11554     |
 JU3392| JU3396 SHIP JOHN SHOAL LIGHT               APPROX. 4.1 KM 2002044.9 |
 JU3392| CB1369 COHANSEY RM 2                        38.969 METERS 29512     |
 JU3392| JU3389 COHANSEY R F RNG FLASHING LT        APPROX. 0.8 KM 3114507.8 |
 JU3392| JU3390 COHANSEY R R RNG FLASHING LT        APPROX. 0.9 KM 3310007.1 |
 JU3392| JU3391 NEW COHANSEY LIGHT                  245.229 METERS 33859     |
 JU3392|---------------------------------------------------------------------|
 JU3392
 JU3392                          SUPERSEDED SURVEY CONTROL
 JU3392
 JU3392  NAD 83(1991)-  39 20 22.79149(N)    075 21 36.90691(W) AD(       ) 2
 JU3392  NAD 83(1986)-  39 20 22.78403(N)    075 21 36.91635(W) AD(       ) 2
 JU3392  NAD 27      -  39 20 22.38000(N)    075 21 38.20600(W) AD(       ) 2
 JU3392
 JU3392.Superseded values are not recommended for survey control.
 JU3392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3392.See file dsdata.txt to determine how the superseded data were derived.
 JU3392
 JU3392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6895554532(NAD 83)
 JU3392_MARKER: DS = TRIANGULATION STATION DISK
 JU3392_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU3392_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU3392
 JU3392  HISTORY     - Date     Condition        Report By
 JU3392  HISTORY     - 1933     MONUMENTED       CGS
 JU3392  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3392  HISTORY     - 1975     MARK NOT FOUND   NGS
 JU3392  HISTORY     - 1977     MARK NOT FOUND   NGS
 JU3392
 JU3392                          STATION DESCRIPTION
 JU3392
 JU3392'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3392'THIS STATION IS ABOUT 7-1/2 MILES SW OF BRIDGETON ON ISLAND AT
 JU3392'THE MOUTH OF THE COHANSEY RIVER.  IT IS ON THE HIGHEST PART OF THE
 JU3392'SAND BEACH NEAR THE SE CORNER OF THE ISLAND, ABOUT 150 YARDS SE
 JU3392'OF THE NEW COHANSEY LITE, ABOUT 100 YARDS W OF THE E END OF THE
 JU3392'ISLAND AND 10 FEET N OF THE HIGH WATER LINE.
 JU3392'
 JU3392'STATION MARK IS STANDARD BRONZE DISK IN A TILE.
 JU3392'UNDERGROUND MARK IS A BLOCK OF CONCRETE BELOW THE
 JU3392'GROUND CONTAINING A STANDARD BRONZE DISK.
 JU3392'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD BRONZE DISKS SET IN
 JU3392'CONCRETE IN THE TOP OF A TILE.
 JU3392'
 JU3392'REFERENCE MARK NO.1, IS ENE OF THE STATION.
 JU3392'
 JU3392'REFERENCE MARK NO.2, IS WNW OF THE STATION.
 JU3392'
 JU3392'THE STATION CAN BE REACHED ONLY BY BOAT WITH A CHART AS GUIDE.
 JU3392
 JU3392                          STATION RECOVERY (1946)
 JU3392
 JU3392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3392'A SEARCH OF TWO HOURS WAS MADE FOR THIS STATION, BUT IT COULD NOT
 JU3392'BE RECOVERED.  BECAUSE OF TIDAL ACTION, THE SHORELINE HAS
 JU3392'RECEDED CONSIDERABLY IN THE LAST 13 YEARS.  SINCE THE STATION
 JU3392'WAS ONLY 10 FEET FROM MEAN HIGH WATER AT THAT TIME, IT IS ASSUMED
 JU3392'THAT THE STATION IS LOST.
 JU3392
 JU3392                          STATION RECOVERY (1975)
 JU3392
 JU3392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3392'A THREE HOUR SEARCH BY THREE MEN PROVED FRUITLESS AS WITH E.L.J. IN
 JU3392'1946.  THE STATION IS LOST.
 JU3392
 JU3392                          STATION RECOVERY (1977)
 JU3392
 JU3392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 JU3392'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4202 ***********************************************************************
 KV4202  DESIGNATION -  COLD STORAGE CHIMNEY
 KV4202  PID         -  KV4202
 KV4202  STATE/COUNTY-  NJ/ESSEX
 KV4202  USGS QUAD   -  ORANGE (1981)
 KV4202
 KV4202                         *CURRENT SURVEY CONTROL
 KV4202  ___________________________________________________________________
 KV4202* NAD 83(1996)-  40 46 49.58853(N)    074 09 23.09033(W)     ADJUSTED  
 KV4202* NAVD 88     -                                                        
 KV4202  ___________________________________________________________________
 KV4202  LAPLACE CORR-           5.95  (seconds)                    DEFLEC99
 KV4202  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV4202
 KV4202  HORZ ORDER  -  THIRD
 KV4202
 KV4202.The horizontal coordinates were established by classical geodetic methods
 KV4202.and adjusted by the National Geodetic Survey in September 1999..
 KV4202
 KV4202
 KV4202.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4202
 KV4202.The geoid height was determined by GEOID03.
 KV4202
 KV4202;                    North         East     Units Scale Factor Converg.
 KV4202;SPC NJ       -   216,224.408   179,000.512   MT  0.99991035   +0 13 27.9
 KV4202;SPC NJ       -   709,396.25    587,270.85   sFT  0.99991035   +0 13 27.9
 KV4202;SPC NY L     -    68,169.058   286,796.573   MT  0.99999564   -0 06 08.3
 KV4202;SPC NY L     -   223,651.32    940,931.76   sFT  0.99999564   -0 06 08.3
 KV4202;UTM  18      - 4,514,726.708   571,182.164   MT  0.99966236   +0 33 03.7
 KV4202
 KV4202                          SUPERSEDED SURVEY CONTROL
 KV4202
 KV4202  NAD 83(1996)-  40 46 49.58829(N)    074 09 23.09060(W) AD(       ) 4
 KV4202  NAD 83(1986)-  40 46 49.58385(N)    074 09 23.09666(W) AD(       ) 4
 KV4202  NAD 27      -  40 46 49.24000(N)    074 09 24.58000(W) AD(       ) 3
 KV4202
 KV4202.Superseded values are not recommended for survey control.
 KV4202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4202.See file dsdata.txt to determine how the superseded data were derived.
 KV4202
 KV4202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7118214727(NAD 83)
 KV4202_MARKER: 85 = CHIMNEY
 KV4202
 KV4202  HISTORY     - Date     Condition        Report By
 KV4202  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4202
 KV4202                          STATION DESCRIPTION
 KV4202
 KV4202'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5028 ***********************************************************************
 KV5028  DESIGNATION -  COLES
 KV5028  PID         -  KV5028
 KV5028  STATE/COUNTY-  NJ/MONMOUTH
 KV5028  USGS QUAD   -  LONG BRANCH (1981)
 KV5028
 KV5028                         *CURRENT SURVEY CONTROL
 KV5028  ___________________________________________________________________
 KV5028* NAD 83(1996)-  40 20 23.43031(N)    074 05 35.92996(W)     ADJUSTED  
 KV5028* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 KV5028  ___________________________________________________________________
 KV5028  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 KV5028  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KV5028
 KV5028  HORZ ORDER  -  FIRST
 KV5028
 KV5028.The horizontal coordinates were established by classical geodetic methods
 KV5028.and adjusted by the National Geodetic Survey in September 1999..
 KV5028
 KV5028.The orthometric height was scaled from a topographic map.
 KV5028
 KV5028.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5028
 KV5028.The geoid height was determined by GEOID03.
 KV5028
 KV5028;                    North         East     Units Scale Factor Converg.
 KV5028;SPC NJ       -   167,325.328   184,552.313   MT  0.99991469   +0 15 47.7
 KV5028;SPC NJ       -   548,966.51    605,485.38   sFT  0.99991469   +0 15 47.7
 KV5028;UTM  18      - 4,465,871.887   577,009.943   MT  0.99967300   +0 35 13.0
 KV5028
 KV5028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5028!SPC NJ       -   0.99999934  x   0.99991469  =   0.99991403
 KV5028!UTM  18      -   0.99999934  x   0.99967300  =   0.99967234
 KV5028
 KV5028:                Primary Azimuth Mark                     Grid Az
 KV5028:SPC NJ       -  HARRISON USSC 1944                       017 09 30.6
 KV5028:UTM  18      -  HARRISON USSC 1944                       016 50 05.3
 KV5028
 KV5028|---------------------------------------------------------------------|
 KV5028| PID    Reference Object                     Distance      Geod. Az  |
 KV5028|                                                           dddmmss.s |
 KV5028| KV5026 HARRISON USSC 1944                  APPROX. 0.6 KM 0172518.3 |
 KV5028| KV5051 RED BANK SIGMUND EISNER TANK        APPROX. 1.9 KM 0540356.2 |
 KV5028| CB5791 COLES RM 1                           22.192 METERS 06946     |
 KV5028| KV5050 PBM B 12 33 USE 1944                 21.037 METERS 21734     |
 KV5028| CB5790 COLES AZ MK                                        3024352.9 |
 KV5028| KV5027 HARRISON A USSC 1944                413.316 METERS 3495536.9 |
 KV5028|---------------------------------------------------------------------|
 KV5028
 KV5028                          SUPERSEDED SURVEY CONTROL
 KV5028
 KV5028  NAD 83(1986)-  40 20 23.43049(N)    074 05 35.92473(W) AD(       ) 1
 KV5028  NAD 27      -  40 20 23.03300(N)    074 05 37.41600(W) AD(       ) 1
 KV5028
 KV5028.Superseded values are not recommended for survey control.
 KV5028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5028.See file dsdata.txt to determine how the superseded data were derived.
 KV5028
 KV5028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7701065872(NAD 83)
 KV5028_MARKER: DS = TRIANGULATION STATION DISK
 KV5028_SETTING: 0 = UNSPECIFIED SETTING
 KV5028
 KV5028  HISTORY     - Date     Condition        Report By
 KV5028  HISTORY     - 1944     MONUMENTED       CGS
 KV5028  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 KV5028  HISTORY     - 19970710 MARK NOT FOUND   USPSQD
 KV5028
 KV5028                          STATION DESCRIPTION
 KV5028
 KV5028'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (LGS)
 KV5028'STATION IS LOCATED ABOUT 1.3 MILES WSW OF THE VILLAGE OF RED
 KV5028'BANK, ON THE MOST PROMINENT HILL IN CAMP COLES SIGNAL
 KV5028'LABORATORY WHICH IS ABOUT 0.15 MILE E OF MAIN GUARD GATE
 KV5028'ENTRANCE.  THERE ARE SEVERAL SMALL RADIO MAST TOWERS AND
 KV5028'BUILDINGS ON THIS HILL.  STATION IS ABOUT 60 FEET N OF THE
 KV5028'SUMMIT OF THE HILL AND 4 FEET LOWER, 57 FEET S OF THE
 KV5028'APPROXIMATE CENTER LINE OF A GRAVELED ROAD.  MARK IS FLUSH WITH
 KV5028'THE GROUND AND IS STAMPED COLES 1944.
 KV5028'
 KV5028'SURFACE, UNDERGROUND, REFERENCE MARK 1, AND AZIMUTH MARK ARE
 KV5028'BRONZE DISKS SET IN CONCRETE.
 KV5028'
 KV5028'REFERENCE MARK 1 IS 72.81 FEET NE OF THE STATION, 16 FEET NW OF
 KV5028'A RADIO POLE ABOUT 45 FEET HIGH, AND 15 FEET S OF THE
 KV5028'APPROXIMATE CENTER LINE OF A GRAVELED ROAD.  IT IS STAMPED
 KV5028'COLES NO 1 1944 AND PROJECTS ABOUT 4 INCHES.
 KV5028'
 KV5028'REFERENCE MARK 2 IS A CORPS OF ENGINEERS, U.S. ARMY, BRONZE
 KV5028'DISK SET IN A PRECAST CONCRETE POST THAT PROJECTS ABOUT 1/2
 KV5028'INCH AND IS STAMPED PBM B12-33 AND WITH ELEVATION OF 120 FEET.  IT
 KV5028'IS 69.02 FEET SW OF THE STATION, 58 FEET E OF THE APPROXIMATE
 KV5028'CENTER LINE OF A GRAVELED ROAD, 35 FEET N OF THE NW CORNER OF A
 KV5028'SMALL BUILDING THAT IS ON THE SUMMIT OF THE HILL.
 KV5028'
 KV5028'TO REACH THE STATION FROM THE RED BANK RAILROAD STATION, GO W
 KV5028'2 BLOCKS TO SHREWSBURG AVENUE, HERE TURN LEFT (S) AND GO 0.75
 KV5028'MILE TO NEWMAN SPRINGS CROSS ROAD, HERE TURN RIGHT AND GO 1.15
 KV5028'MILES TO A T ASPHALT ROAD ON THE RIGHT, TURN RIGHT AND GO 0.15
 KV5028'MILE TO THE SECOND GUARD GATE TO THE COLES SIGNAL LABORATORY.
 KV5028'HERE TURN RIGHT AND PASS THROUGH GUARD GATE AND GO E FOR 0.15
 KV5028'MILE TO THE SUMMIT OF THE PROMINENT HILL AND STATION.
 KV5028'
 KV5028'*TO REACH THE AZIMUTH MARK FROM THE SECOND GUARD GATE,
 KV5028'CONTINUE N FOR 0.1 MILE AND THE MARK ON THE LEFT.
 KV5028'
 KV5028'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KV5028
 KV5028                          STATION RECOVERY (1995)
 KV5028
 KV5028'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5028'MARK NOT FOUND.
 KV5028
 KV5028                          STATION RECOVERY (1997)
 KV5028
 KV5028'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV5028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3030 ***********************************************************************
 JU3030  DESIGNATION -  COLLINGSWOOD MUN STANDPIPE
 JU3030  PID         -  JU3030
 JU3030  STATE/COUNTY-  NJ/CAMDEN
 JU3030  USGS QUAD   -  CAMDEN (1995)
 JU3030
 JU3030                         *CURRENT SURVEY CONTROL
 JU3030  ___________________________________________________________________
 JU3030* NAD 83(1996)-  39 54 55.76108(N)    075 04 08.48127(W)     ADJUSTED  
 JU3030* NAVD 88     -                                                        
 JU3030  ___________________________________________________________________
 JU3030  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 JU3030  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JU3030
 JU3030  HORZ ORDER  -  THIRD
 JU3030
 JU3030.The horizontal coordinates were established by classical geodetic methods
 JU3030.and adjusted by the National Geodetic Survey in September 1999..
 JU3030
 JU3030
 JU3030.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3030
 JU3030.The geoid height was determined by GEOID03.
 JU3030
 JU3030;                    North         East     Units Scale Factor Converg.
 JU3030;SPC NJ       -   120,286.790   101,353.840   MT  0.99992912   -0 21 54.4
 JU3030;SPC NJ       -   394,640.91    332,525.06   sFT  0.99992912   -0 21 54.4
 JU3030;SPC PA S     -    68,118.706   829,186.429   MT  1.00000284   +1 44 21.8
 JU3030;SPC PA S     -   223,486.12  2,720,422.48   sFT  1.00000284   +1 44 21.8
 JU3030;UTM  18      - 4,418,379.694   494,100.997   MT  0.99960043   -0 02 39.4
 JU3030
 JU3030                          SUPERSEDED SURVEY CONTROL
 JU3030
 JU3030  NAD 83(1991)-  39 54 55.75488(N)    075 04 08.48302(W) AD(       ) 4
 JU3030  NAD 83(1986)-  39 54 55.75122(N)    075 04 08.48544(W) AD(       ) 4
 JU3030  NAD 27      -  39 54 55.35800(N)    075 04 09.85400(W) AD(       ) 3
 JU3030
 JU3030.Superseded values are not recommended for survey control.
 JU3030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3030.See file dsdata.txt to determine how the superseded data were derived.
 JU3030
 JU3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9410118380(NAD 83)
 JU3030_MARKER: 52 = STANDPIPE TANK
 JU3030
 JU3030  HISTORY     - Date     Condition        Report By
 JU3030  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3030  HISTORY     - 1946     GOOD             CGS
 JU3030  HISTORY     - 19941120 MARK NOT FOUND   USPSQD
 JU3030  HISTORY     - 19980211 GOOD             USPSQD
 JU3030
 JU3030                          STATION DESCRIPTION
 JU3030
 JU3030'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3030'THIS STATION IS THE CENTER OF THE COLLINGSWOOD MUNICIPAL
 JU3030'STANDPIPE IN THE E CORNER OF THE V-INTERSECTION OF COLLINGS
 JU3030'AVENUE AND THE ATLANTIC CITY LINE OF THE PENNSYLVANIA
 JU3030'RAILROAD.  IT IS ABOUT 100 FEET NE OF THE RAILROAD AND 150
 JU3030'FEET SE OF COLLINGS AVENUE.  IT IS A BLACK CYLINDRICAL STEEL
 JU3030'STANDPIPE WITH A WHITE BAND AROUND THE TOP.  IT IS ABOUT 20
 JU3030'FEET IN DIAMETER AND 115 FEET HIGH.
 JU3030
 JU3030                          STATION RECOVERY (1946)
 JU3030
 JU3030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3030'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN ORIGINAL
 JU3030'DESCRIPTION.
 JU3030
 JU3030                          STATION RECOVERY (1994)
 JU3030
 JU3030'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU3030'MARK NOT FOUND.
 JU3030
 JU3030                          STATION RECOVERY (1998)
 JU3030
 JU3030'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3023 ***********************************************************************
 JU3023  DESIGNATION -  COLLINGSWOOD WATER TANK
 JU3023  PID         -  JU3023
 JU3023  STATE/COUNTY-  NJ/CAMDEN
 JU3023  USGS QUAD   -  CAMDEN (1995)
 JU3023
 JU3023                         *CURRENT SURVEY CONTROL
 JU3023  ___________________________________________________________________
 JU3023* NAD 83(1996)-  39 54 28.63681(N)    075 05 11.69758(W)     ADJUSTED  
 JU3023* NAVD 88     -                                                        
 JU3023  ___________________________________________________________________
 JU3023  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 JU3023  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 JU3023
 JU3023  HORZ ORDER  -  THIRD
 JU3023
 JU3023.The horizontal coordinates were established by classical geodetic methods
 JU3023.and adjusted by the National Geodetic Survey in September 1999..
 JU3023
 JU3023
 JU3023.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3023
 JU3023.The geoid height was determined by GEOID03.
 JU3023
 JU3023;                    North         East     Units Scale Factor Converg.
 JU3023;SPC NJ       -   119,460.000    99,847.111   MT  0.99993096   -0 22 34.8
 JU3023;SPC NJ       -   391,928.35    327,581.73   sFT  0.99993096   -0 22 34.8
 JU3023;SPC PA S     -    67,237.081   827,710.969   MT  1.00000407   +1 43 40.8
 JU3023;SPC PA S     -   220,593.66  2,715,581.74   sFT  1.00000407   +1 43 40.8
 JU3023;UTM  18      - 4,417,544.756   492,599.416   MT  0.99960067   -0 03 20.0
 JU3023
 JU3023                          SUPERSEDED SURVEY CONTROL
 JU3023
 JU3023  NAD 83(1991)-  39 54 28.63128(N)    075 05 11.69939(W) AD(       ) 4
 JU3023  NAD 83(1986)-  39 54 28.62754(N)    075 05 11.70185(W) AD(       ) 4
 JU3023  NAD 27      -  39 54 28.23100(N)    075 05 13.06700(W) AD(       ) 3
 JU3023
 JU3023.Superseded values are not recommended for survey control.
 JU3023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3023.See file dsdata.txt to determine how the superseded data were derived.
 JU3023
 JU3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9259917545(NAD 83)
 JU3023_MARKER: 51 = TANK
 JU3023
 JU3023  HISTORY     - Date     Condition        Report By
 JU3023  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3023  HISTORY     - 1946     GOOD             CGS
 JU3023  HISTORY     - 19941120 GOOD             USPSQD
 JU3023  HISTORY     - 19980211 GOOD             USPSQD
 JU3023
 JU3023                          STATION DESCRIPTION
 JU3023
 JU3023'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3023'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE TALL BLACK
 JU3023'WATER TANK ABOUT 75 FEET NE OF COMLY AVENUE BETWEEN ELDRIDGE
 JU3023'AVENUE AND NEWTON LAKE.  THE TANK IS ABOUT 125 FEET HIGH.  IT IS
 JU3023'LETTERED BOROUGH OF COLLINGSWOOD ON THE NE AND SW SIDES.
 JU3023
 JU3023                          STATION RECOVERY (1946)
 JU3023
 JU3023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3023'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN ORIGINAL
 JU3023'DESCRIPTION.
 JU3023
 JU3023                          STATION RECOVERY (1994)
 JU3023
 JU3023'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU3023'RECOVERED IN GOOD CONDITION.
 JU3023
 JU3023                          STATION RECOVERY (1998)
 JU3023
 JU3023'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3102 ***********************************************************************
 JU3102  DESIGNATION -  COLONIAL MANOR WATER TANK
 JU3102  PID         -  JU3102
 JU3102  STATE/COUNTY-  NJ/GLOUCESTER
 JU3102  USGS QUAD   -  WOODBURY (1995)
 JU3102
 JU3102                         *CURRENT SURVEY CONTROL
 JU3102  ___________________________________________________________________
 JU3102* NAD 83(1996)-  39 51 16.59057(N)    075 08 39.06572(W)     ADJUSTED  
 JU3102* NAVD 88     -                                                        
 JU3102  ___________________________________________________________________
 JU3102  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 JU3102  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU3102
 JU3102  HORZ ORDER  -  THIRD
 JU3102
 JU3102.The horizontal coordinates were established by classical geodetic methods
 JU3102.and adjusted by the National Geodetic Survey in September 1999..
 JU3102
 JU3102
 JU3102.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3102
 JU3102.The geoid height was determined by GEOID03.
 JU3102
 JU3102;                    North         East     Units Scale Factor Converg.
 JU3102;SPC NJ       -   113,571.312    94,879.377   MT  0.99993739   -0 24 46.2
 JU3102;SPC NJ       -   372,608.55    311,283.42   sFT  0.99993739   -0 24 46.2
 JU3102;SPC PA S     -    61,169.535   822,962.414   MT  1.00001324   +1 41 26.3
 JU3102;SPC PA S     -   200,687.05  2,700,002.52   sFT  1.00001324   +1 41 26.3
 JU3102;UTM  18      - 4,411,630.331   487,666.353   MT  0.99960187   -0 05 32.6
 JU3102
 JU3102                          SUPERSEDED SURVEY CONTROL
 JU3102
 JU3102  NAD 83(1991)-  39 51 16.58696(N)    075 08 39.06718(W) AD(       ) 4
 JU3102  NAD 83(1986)-  39 51 16.58323(N)    075 08 39.06931(W) AD(       ) 4
 JU3102  NAD 27      -  39 51 16.17700(N)    075 08 40.42100(W) AD(       ) 3
 JU3102
 JU3102.Superseded values are not recommended for survey control.
 JU3102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3102.See file dsdata.txt to determine how the superseded data were derived.
 JU3102
 JU3102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8766611630(NAD 83)
 JU3102_MARKER: 51 = TANK
 JU3102
 JU3102  HISTORY     - Date     Condition        Report By
 JU3102  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3102  HISTORY     - 1946     GOOD             CGS
 JU3102
 JU3102                          STATION DESCRIPTION
 JU3102
 JU3102'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3102'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE COLONIAL
 JU3102'MANOR MUNICIPAL WATER TANK AT THE CENTER OF THE SMALL TRIANGULAR
 JU3102'AREA BETWEEN TATUM, TAFT, AND ELBURNE AVENUES.  IT IS A TALL
 JU3102'SILVER TANK ABOUT 125 FEET HIGH AND IS LETTERED COLONIAL MANOR
 JU3102'ON THE N AND S SIDES.
 JU3102
 JU3102                          STATION RECOVERY (1946)
 JU3102
 JU3102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3102'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU3102'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3349 ***********************************************************************
 JU3349  DESIGNATION -  COLONY RESET
 JU3349  PID         -  JU3349
 JU3349  STATE/COUNTY-  NJ/CUMBERLAND
 JU3349  USGS QUAD   -  MILLVILLE (1997)
 JU3349
 JU3349                         *CURRENT SURVEY CONTROL
 JU3349  ___________________________________________________________________
 JU3349* NAD 83(1996)-  39 29 45.43328(N)    075 03 15.14245(W)     ADJUSTED  
 JU3349* NAVD 88     -        33.     (meters)     108.     (feet)  SCALED    
 JU3349  ___________________________________________________________________
 JU3349  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 JU3349  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JU3349
 JU3349  HORZ ORDER  -  FIRST
 JU3349
 JU3349.The horizontal coordinates were established by classical geodetic methods
 JU3349.and adjusted by the National Geodetic Survey in September 1999..
 JU3349
 JU3349.The orthometric height was scaled from a topographic map.
 JU3349
 JU3349.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3349
 JU3349.The geoid height was determined by GEOID03.
 JU3349
 JU3349;                    North         East     Units Scale Factor Converg.
 JU3349;SPC NJ       -    73,702.475   102,332.686   MT  0.99992797   -0 21 09.0
 JU3349;SPC NJ       -   241,805.54    335,736.49   sFT  0.99992797   -0 21 09.0
 JU3349;UTM  18      - 4,371,816.848   495,339.131   MT  0.99960027   -0 02 04.1
 JU3349
 JU3349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3349!SPC NJ       -   1.00000017  x   0.99992797  =   0.99992814
 JU3349!UTM  18      -   1.00000017  x   0.99960027  =   0.99960044
 JU3349
 JU3349|---------------------------------------------------------------------|
 JU3349| PID    Reference Object                     Distance      Geod. Az  |
 JU3349|                                                           dddmmss.s |
 JU3349| JU3350 VINELAND STATE COLONY TANK          134.375 METERS 05138     |
 JU3349| CB1375 COLONY RM 1                          37.247 METERS 05855     |
 JU3349| CB1377 COLONY RM 3 AZIMUTH                                1030755.1 |
 JU3349| JU3345 VINELAND WATER TANK                 APPROX. 2.8 KM 1091815.9 |
 JU3349| CB1376 COLONY RM 2                          45.345 METERS 16140     |
 JU3349| CB1374 COLONY AZ MK                                       2402911.6 |
 JU3349|---------------------------------------------------------------------|
 JU3349
 JU3349                          SUPERSEDED SURVEY CONTROL
 JU3349
 JU3349  NAD 83(1991)-  39 29 45.42458(N)    075 03 15.13649(W) AD(       ) 1
 JU3349  NAD 83(1986)-  39 29 45.41688(N)    075 03 15.14040(W) AD(       ) 1
 JU3349  NAD 27      -  39 29 45.00000(N)    075 03 16.50100(W) AD(       ) 1
 JU3349
 JU3349.Superseded values are not recommended for survey control.
 JU3349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3349.See file dsdata.txt to determine how the superseded data were derived.
 JU3349
 JU3349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9533971817(NAD 83)
 JU3349_MARKER: DH = HORIZONTAL CONTROL DISK
 JU3349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3349_STAMPING: COLONY 1935 1985
 JU3349_MARK LOGO: NGS   
 JU3349_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3349+STABILITY: SURFACE MOTION
 JU3349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3349+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1995
 JU3349
 JU3349  HISTORY     - Date     Condition        Report By
 JU3349  HISTORY     - 1985     MONUMENTED       NGS
 JU3349  HISTORY     - 19950609 MARK NOT FOUND   USPSQD
 JU3349  HISTORY     - 19950613 GOOD             NJGS
 JU3349
 JU3349                          STATION DESCRIPTION
 JU3349
 JU3349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 JU3349'THE STATION SURFACE MARK WAS FOUND DETROYED.  THE STATION SUB-SURFACE
 JU3349'MARK AND ALL THREE REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 JU3349'CONDITION AS DESCRIBED IN THE MOST RECENT INFORMATION AVAILABLE.  A
 JU3349'SHORTER DISTANCE OF 0.09 FT (2.74 CM) WAS NOTED IN THE HORIZONTAL
 JU3349'DISTANCE BETWEEN REFERENCE MARKS ONE AND TWO, THE SLOPE DISTANCE
 JU3349'CHECKED VERY CLOSE TO THE PUBLISHED DISTANCE.  A NEW STATION SURFACE
 JU3349'AND SUB-SURFACE MARK WAS SET IN TE SAME HORIZONTAL POSITION AS THE
 JU3349'ORIGINAL SUB-SURFACE DISK.  THE STATION SURFACE MARK IS NOW IN A PAVED
 JU3349'STREET AND PRETECTED BY A 12-INCH SQUARE IRON MANHOLE. ADDITIONAL
 JU3349'INFORMATION ON THE NEW STATION MARK FOLLOW.  THE STATION SURFACE MARK
 JU3349'IS A STANDARD NGS DISK STAMPED---COLONY 1935 1985---, SET IN THE TOP
 JU3349'OF A 25 CM ROUND CONCRETE MONUMENT WHICH IS 20 CM BELOW THE ROAD
 JU3349'SURFACE.  THE SUB-SURFACE MARK IS A STANDARD NGS DISK STAMPED---COLONY
 JU3349'1935 1985---, SET IN THE TOP OF A 6-INCH MASS OF CONCRETE, WHICH IS
 JU3349'0.9 METERS (3.0 FT) BELOW THE SURFACE OF THE GROUND.  THEY ARE 11.1
 JU3349'METERS (36.4 FT) W OF THE CENTER OF A N-S STREET, 0.8 METERS (2.6 FT)
 JU3349'S FROM THE CENTER OF A E-W STREET, 7.2 METERS (23.6 FT) NW FROM THE NE
 JU3349'CORNER OF A PARKING AREA, 19.8 METERS (65.0 FT) SW FROM A FIRE HYDRANT
 JU3349'AND 10.7 METERS (35.1 FT) WSW FROM THE APPROXIMATE CENTER OF A 5-WAY
 JU3349'STREET INTERSECTION.  THERE ARE NO OTHER CHANGES FROM THE ORIGINAL
 JU3349'DESCRIPTION.
 JU3349
 JU3349                          STATION RECOVERY (1995)
 JU3349
 JU3349'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU3349'MARK NOT FOUND.
 JU3349
 JU3349                          STATION RECOVERY (1995)
 JU3349
 JU3349'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 JU3349'THE STATION THAT WAS FOUND IS A RESET.  THE STATION WAS STAMPED COLONY
 JU3349'1935 1985 AND IS A NGS DISK.  THE STATION IS LOCATED IN THE CITY OF
 JU3349'VINELAND, ON THE GROUNDS OF THE STATE OF NEW JERSEY VINELAND
 JU3349'DEVELOPMENT CENTER.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 JU3349'ROUTE 47, DELSEA DRIVE AND STATE ROUTE 56, LANDIS AVENUE GO ABOUT 0.5
 JU3349'MI (0.8 KM) NORTH ON STATE ROUTE 47 TO THE JUNTION WITH ALMOND ROAD.
 JU3349'TURN LEFT AND GO 0.6 MI (1.0 KM) WEST ON ALMOND ROAD TO THE ENTRANCE
 JU3349'DRIVE TO THE FACILITY ON THE RIGHT.  TURN RIGHT AND GO 0.05 MI (0.08
 JU3349'KM) NORTH ON THE DRIVEWAY TO THE STATION ON THE LEFT.  THE STATION IS
 JU3349'LOCATED IN A GAS BOX IN THE ROAD PAVING ON THE LEFT DRIVE AT THE
 JU3349'CONFLUENCE OF SEVERAL SERVICE ROADS FOR THE COMPLEX.  THE STATION IS
 JU3349'8.0 FT (2.4 M) NORTH OF THE NORTH CURBLINE OF THE SERVICE ROAD WHICH
 JU3349'RUNS AT A RIGHT ANGLE TO THE MAIN DRIVEWAY, 36.7 FT (11.2 M) WEST OF
 JU3349'THE CENTERLINE OF THE MAIN ENTRANCE DRIVE, 89.4 FT (27.2 M) SOUTH
 JU3349'SOUTHWEST OF A FIRE HYDRANT, 36.3 FT (11.1 M) SOUTHEAST OF A MANHOLE
 JU3349'IN A GRASS AREA, 122.3 FT (37.3 M) WEST OF REFERENCE MARK 1, A RM DISK
 JU3349'SET IN A SQUARE MONUMENT PROJECTING 0.5 FT. (15.2 CM) THE STATION IS
 JU3349'0.6 FT (18.3 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1300 ***********************************************************************
 HU1300  DESIGNATION -  COLUMBIA
 HU1300  PID         -  HU1300
 HU1300  STATE/COUNTY-  NJ/CAPE MAY
 HU1300  USGS QUAD   -  CAPE MAY (1972)
 HU1300
 HU1300                         *CURRENT SURVEY CONTROL
 HU1300  ___________________________________________________________________
 HU1300* NAD 83(1996)-  38 56 13.39654(N)    074 54 54.47781(W)     ADJUSTED  
 HU1300* NAVD 88     -         1.97   (+/-2cm)       6.5    (feet)  VERTCON   
 HU1300  ___________________________________________________________________
 HU1300  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 HU1300  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU1300
 HU1300  HORZ ORDER  -  SECOND
 HU1300  VERT ORDER  -  THIRD ? (See Below)
 HU1300
 HU1300.The horizontal coordinates were established by classical geodetic methods
 HU1300.and adjusted by the National Geodetic Survey in September 1999..
 HU1300
 HU1300.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1300.The vertical order pertains to the NGVD 29 superseded value.
 HU1300
 HU1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1300
 HU1300.The geoid height was determined by GEOID03.
 HU1300
 HU1300;                    North         East     Units Scale Factor Converg.
 HU1300;SPC NJ       -    11,595.228   114,010.236   MT  0.99991594   -0 15 39.2
 HU1300;SPC NJ       -    38,042.01    374,048.58   sFT  0.99991594   -0 15 39.2
 HU1300;UTM  18      - 4,309,794.925   507,355.313   MT  0.99960067   +0 03 12.0
 HU1300
 HU1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1300!SPC NJ       -   1.00000526  x   0.99991594  =   0.99992120
 HU1300!UTM  18      -   1.00000526  x   0.99960067  =   0.99960593
 HU1300
 HU1300:                Primary Azimuth Mark                     Grid Az
 HU1300:SPC NJ       -  COLUMBIA AZ MK                           032 23 32.5
 HU1300:UTM  18      -  COLUMBIA AZ MK                           032 04 41.3
 HU1300
 HU1300|---------------------------------------------------------------------|
 HU1300| PID    Reference Object                     Distance      Geod. Az  |
 HU1300|                                                           dddmmss.s |
 HU1300| DC7944 COLUMBIA AZ MK                                     0320753.3 |
 HU1300| HU1302 CAPE MAY CG TEL REPEATER TOWER      APPROX. 1.2 KM 0433153.3 |
 HU1300| HU1283 CAPE MAY COAST GUARD TANK           APPROX. 2.8 KM 0660928.3 |
 HU1300| HU1277 CAPE MAY CG ELECTRONICS MAST 1      APPROX. 4.4 KM 0713408.8 |
 HU1300| HU1266 TWO MILE BEACH RADIO MAST           APPROX. 5.3 KM 0721631.4 |
 HU1300| DC7945 COLUMBIA RM 1                        29.747 METERS 09610     |
 HU1300| DC7946 COLUMBIA RM 2                        31.641 METERS 16411     |
 HU1300| HU1299 CAPE MAY MUNICIPAL TANK              18.393 METERS 35122     |
 HU1300|---------------------------------------------------------------------|
 HU1300
 HU1300                          SUPERSEDED SURVEY CONTROL
 HU1300
 HU1300  NAD 83(1991)-  38 56 13.37894(N)    074 54 54.48818(W) AD(       ) 2
 HU1300  NAD 83(1986)-  38 56 13.37236(N)    074 54 54.48999(W) AD(       ) 2
 HU1300  NAD 27      -  38 56 12.96850(N)    074 54 55.87120(W) AD(       ) 2
 HU1300  NGVD 29 (07/19/86)    2.36   (m)            7.7    (f) LEVELING    3  
 HU1300
 HU1300.Superseded values are not recommended for survey control.
 HU1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1300.See file dsdata.txt to determine how the superseded data were derived.
 HU1300
 HU1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0735509795(NAD 83)
 HU1300_MARKER: DS = TRIANGULATION STATION DISK
 HU1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1300_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HU1300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1300+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 HU1300
 HU1300  HISTORY     - Date     Condition        Report By
 HU1300  HISTORY     - 1962     MONUMENTED       CGS
 HU1300  HISTORY     - 1970     GOOD             NGS
 HU1300  HISTORY     - 1975     GOOD             NGS
 HU1300  HISTORY     - 19910406 GOOD             USPSQD
 HU1300  HISTORY     - 20050918 GOOD             GEOCAC
 HU1300
 HU1300                          STATION DESCRIPTION
 HU1300
 HU1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HU1300'STATION IS IN THE NORTHEAST EDGE OF CAPE MAY, 116 FEET SOUTHWEST
 HU1300'OF THE INTERSECTION OF MADISON AND COLUMBIA AVENUES, 63 FEET
 HU1300'NORTHWEST OF THE CENTERLINE OF COLUMBIA AVENUE, 28 FEET SOUTHEAST
 HU1300'OF THE SOUTHEAST LEG OF THE WATER TANK AND 58 FEET SOUTH OF THE
 HU1300'RISER PIPE OF THE TANK.  THE MONUMENT IS FLUSH AND THE DISK IS
 HU1300'STAMPED COLUMBIA 1962.
 HU1300'
 HU1300'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON
 HU1300'MICHIGAN AVENUE FOR 0.45 MILE TO A SHARP TURN TO THE LEFT AND
 HU1300'THE AZIMUTH MARK ON THE RIGHT.
 HU1300'
 HU1300'REFERENCE MARK 1 IS 58 FEET SOUTH OF THE INTERSECTION OF
 HU1300'MADISON AND COLUMBIA AVENUES, 20 FEET EAST OF THE CENTERLINE OF
 HU1300'COLUMBIA AVENUE AND 2 FEET NORTHWEST OF A STREET SIGN POST.  THE
 HU1300'DISK IS SET IN A DRILL HOLE IN THE CONCRETE CURBING AT THE
 HU1300'SOUTHEAST SIDE OF COLUMBIA AVENUE AND IS STAMPED COLUMBIA NO 1
 HU1300'1962.
 HU1300'
 HU1300'REFERENCE MARK 2 IS 46 FEET NORTH OF THE NORTHWEST CORNER OF A
 HU1300'FRAME HOUSE, 45 FEET SOUTHEAST OF A POWER POLE, 10 FEET NORTH
 HU1300'OF A WHITE PICKET FENCE AND 20 FEET EAST OF THE CENTERLINE OF
 HU1300'COLUMBIA AVENUE.  THE DISK IS SET IN A DRILL HOLE IN THE
 HU1300'SOUTHEAST CURBING OF COLUMBIA AVENUE, AND IS STAMPED COLUMBIA
 HU1300'NO 2 1962.
 HU1300'
 HU1300'THE AZIMUTH MARK IS 41 FEET EAST OF THE CENTERLINE OF MICHIGAN
 HU1300'AVENUE, 3 FEET SOUTHEAST OF THE EAST EDGE OF A PAVED SLAB AND 2
 HU1300'FEET SOUTHEAST OF A WITNESS POST.  THE MONUMENT PROJECTS 8 INCHES
 HU1300'AND THE DISK IS STAMPED COLUMBIA 1962.
 HU1300'
 HU1300'HEIGHT OF LIGHT ABOVE STATION MARK 26.07 METERS.
 HU1300
 HU1300                          STATION RECOVERY (1970)
 HU1300
 HU1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1300'THE STATION MARK, RMS 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED
 HU1300'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT
 HU1300'SOME OF THE DIRECTIONS WERE INCORRECT AND THE AREA AROUND THE
 HU1300'AZIMUTH MARK HAS CHANGED.
 HU1300'
 HU1300'116 FEET WEST OF, NOT SOUTHWEST
 HU1300'
 HU1300'20 FEET SOUTHEAST OF, NOT EAST
 HU1300'
 HU1300'46 FEET NORTHWEST OF, NOT NORTH
 HU1300'
 HU1300'10 FEET NORTHWEST OF, NOT NORTH
 HU1300'
 HU1300'20 FEET SOUTHEAST OF, NOT EAST
 HU1300'
 HU1300'28.0 FEET SOUTH OF THE SOUTH LEG, NOT SOUTHEAST OF SOUTHEAST LEG
 HU1300'
 HU1300'AZIMUTH MARK IS LOCATED AT THE INTERSECTION OF INDIANA AND
 HU1300'MICHIGAN AVENUE.  IT IS 110.0 FEET EAST OF THE NORTHEAST CORNER
 HU1300'OF A HOUSE AT 1087 MICHIGAN AVENUE, 25.5 FEET EAST OF A MANHOLE
 HU1300'COVER, 19.0 FEET EAST OF THE CENTERLINE OF MICHIGAN AVENUE AND
 HU1300'PROJECTS 6 INCHES ABOVE THE GROUND.
 HU1300'
 HU1300'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1300'AT CAPE MAY.
 HU1300
 HU1300                          STATION RECOVERY (1975)
 HU1300
 HU1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 HU1300'STATION MARK, REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED AND
 HU1300'THESE MARKS WERE ALL FOUND TO BE IN GOOD CONDITION.
 HU1300'
 HU1300'THE AZIMUTH MARK WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD
 HU1300'CONDITION AND IT IS 2 FEET SOUTHEAST OF A STEEL WITNESS POST
 HU1300'AND SIGN.
 HU1300
 HU1300                          STATION RECOVERY (1991)
 HU1300
 HU1300'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 HU1300'RECOVERED IN GOOD CONDITION.
 HU1300
 HU1300                          STATION RECOVERY (2005)
 HU1300
 HU1300'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 HU1300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1018 ***********************************************************************
 KV1018  DESIGNATION -  COLUMBUS
 KV1018  PID         -  KV1018
 KV1018  STATE/COUNTY-  NJ/BURLINGTON
 KV1018  USGS QUAD   -  COLUMBUS (1981)
 KV1018
 KV1018                         *CURRENT SURVEY CONTROL
 KV1018  ___________________________________________________________________
 KV1018* NAD 83(1986)-  40 04 11.     (N)    074 43 23.     (W)     SCALED    
 KV1018* NAVD 88     -        21.567  (meters)      70.76   (feet)  ADJUSTED  
 KV1018  ___________________________________________________________________
 KV1018  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KV1018  DYNAMIC HT  -          21.558 (meters)      70.73  (feet)  COMP
 KV1018  MODELED GRAV-     980,201.8   (mgal)                       NAVD 88
 KV1018
 KV1018  VERT ORDER  -  SECOND    CLASS 0
 KV1018
 KV1018.The horizontal coordinates were scaled from a topographic map and have
 KV1018.an estimated accuracy of +/- 6 seconds.
 KV1018
 KV1018.The orthometric height was determined by differential leveling
 KV1018.and adjusted by the National Geodetic Survey in June 1991..
 KV1018
 KV1018.The geoid height was determined by GEOID03.
 KV1018
 KV1018.The dynamic height is computed by dividing the NAVD 88
 KV1018.geopotential number by the normal gravity value computed on the
 KV1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1018.degrees latitude (g = 980.6199 gals.).
 KV1018
 KV1018.The modeled gravity was interpolated from observed gravity values.
 KV1018
 KV1018;                    North         East    Units  Estimated Accuracy
 KV1018;SPC NJ       -   137,280.      130,970.      MT  (+/- 180 meters Scaled)
 KV1018
 KV1018                          SUPERSEDED SURVEY CONTROL
 KV1018
 KV1018  NGVD 29 (??/??/??)   21.929  (m)           71.95   (f) ADJUSTED    2 0
 KV1018
 KV1018.Superseded values are not recommended for survey control.
 KV1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1018.See file dsdata.txt to determine how the superseded data were derived.
 KV1018
 KV1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK236355(NAD 83)
 KV1018_MARKER: DB = BENCH MARK DISK
 KV1018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1018_SP_SET: SIGNAL TOWER BASE
 KV1018_STAMPING: COLUMBUS 1935
 KV1018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1018
 KV1018  HISTORY     - Date     Condition        Report By
 KV1018  HISTORY     - 1935     MONUMENTED       CGS
 KV1018  HISTORY     - 1936     GOOD             CGS
 KV1018  HISTORY     - 1969     GOOD             LOCENG
 KV1018
 KV1018                          STATION DESCRIPTION
 KV1018
 KV1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 KV1018'AT COLUMBUS.
 KV1018'AT COLUMBUS, BURLINGTON COUNTY, 52 FEET SOUTH OF THE PENNSYLVANIA
 KV1018'RAILROAD STATION, DIRECTLY WEST OF THE DEAD SWITCH FROG OF A
 KV1018'SPUR LINE, IN THE TOP OF THE CONCRETE BASE OF AN ABANDONED SIGNAL
 KV1018'TOWER, AND 5 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK.
 KV1018
 KV1018                          STATION RECOVERY (1969)
 KV1018
 KV1018'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 KV1018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4311 ***********************************************************************
 KV4311  DESIGNATION -  COMMUNIPAW C RR NJ PWR PLT TK
 KV4311  PID         -  KV4311
 KV4311  STATE/COUNTY-  NJ/HUDSON
 KV4311  USGS QUAD   -  JERSEY CITY (1981)
 KV4311
 KV4311                         *CURRENT SURVEY CONTROL
 KV4311  ___________________________________________________________________
 KV4311* NAD 83(1996)-  40 41 52.69615(N)    074 02 59.07075(W)     ADJUSTED  
 KV4311* NAVD 88     -                                                        
 KV4311  ___________________________________________________________________
 KV4311  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 KV4311  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KV4311
 KV4311  HORZ ORDER  -  THIRD
 KV4311
 KV4311.The horizontal coordinates were established by classical geodetic methods
 KV4311.and adjusted by the National Geodetic Survey in September 1999..
 KV4311
 KV4311
 KV4311.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4311
 KV4311.The geoid height was determined by GEOID03.
 KV4311
 KV4311;                    North         East     Units Scale Factor Converg.
 KV4311;SPC NJ       -   207,107.810   188,051.203   MT  0.99991782   +0 17 37.0
 KV4311;SPC NJ       -   679,486.21    616,964.66   sFT  0.99991782   +0 17 37.0
 KV4311;SPC NY L     -    59,000.280   295,795.920   MT  0.99999841   -0 01 57.1
 KV4311;SPC NY L     -   193,570.09    970,457.11   sFT  0.99999841   -0 01 57.1
 KV4311;UTM  18      - 4,505,664.012   580,282.418   MT  0.99967933   +0 37 10.8
 KV4311
 KV4311                          SUPERSEDED SURVEY CONTROL
 KV4311
 KV4311  NAD 83(1996)-  40 41 52.69611(N)    074 02 59.07080(W) AD(       ) 4
 KV4311  NAD 83(1996)-  40 41 52.69550(N)    074 02 59.07204(W) AD(       ) 4
 KV4311  NAD 83(1992)-  40 41 52.69483(N)    074 02 59.07292(W) AD(       ) 4
 KV4311  NAD 83(1986)-  40 41 52.69560(N)    074 02 59.07248(W) AD(       ) 4
 KV4311  NAD 27      -  40 41 52.32600(N)    074 03 00.56600(W) AD(       ) 3
 KV4311
 KV4311.Superseded values are not recommended for survey control.
 KV4311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4311.See file dsdata.txt to determine how the superseded data were derived.
 KV4311
 KV4311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8028205664(NAD 83)
 KV4311_MARKER: 53 = ELEVATED TANK
 KV4311
 KV4311  HISTORY     - Date     Condition        Report By
 KV4311  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4311  HISTORY     - 1934     GOOD             CGS
 KV4311  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV4311
 KV4311                          STATION DESCRIPTION
 KV4311
 KV4311'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4311'A WATER TANK AT THE CENTRAL RAILROAD OF NEW JERSEY POWER PLANT,
 KV4311'MARINE REPAIR SHOP, NEAR THE INSHORE END OF DOCK 18, AND ABOUT
 KV4311'1/2 MILE NNW FROM THE STATUE OF LIBERTY.  THE PROMINENT CHIMNEY
 KV4311'OF THE PLANT IS CLOSE BY TO THE SW.  THE TANK IS THE ORDINARY
 KV4311'CONICAL-TOP BLACK IRON TYPE SURMOUNTING A SPIDER SUPPORTING
 KV4311'STRUCTURE.
 KV4311'
 KV4311'THE STATION IS THE CONICAL TANK-TOP BALL-APEX, APPROXIMATELY
 KV4311'100 FEET ABOVE GROUND.
 KV4311'
 KV4311'NW CORNER POWER PLANT 14.5 METERS.  NORMAL TO POWER PLANT 6.9
 KV4311'METERS.  CENTER LINE OF 5 RAILROAD TRACKS 17.6 METERS.
 KV4311
 KV4311                          STATION RECOVERY (1934)
 KV4311
 KV4311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4311'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 KV4311
 KV4311                          STATION RECOVERY (1989)
 KV4311
 KV4311'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV4311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4315 ***********************************************************************
 KV4315  DESIGNATION -  COMMUNIPAW C RR NJ PWR PLT CHY
 KV4315  PID         -  KV4315
 KV4315  STATE/COUNTY-  NJ/HUDSON
 KV4315  USGS QUAD   -  JERSEY CITY (1981)
 KV4315
 KV4315                         *CURRENT SURVEY CONTROL
 KV4315  ___________________________________________________________________
 KV4315* NAD 83(1996)-  40 41 52.59106(N)    074 03 00.03902(W)     ADJUSTED  
 KV4315* NAVD 88     -                                                        
 KV4315  ___________________________________________________________________
 KV4315  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 KV4315  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KV4315
 KV4315  HORZ ORDER  -  THIRD
 KV4315
 KV4315.The horizontal coordinates were established by classical geodetic methods
 KV4315.and adjusted by the National Geodetic Survey in September 1999..
 KV4315
 KV4315
 KV4315.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4315
 KV4315.The geoid height was determined by GEOID03.
 KV4315
 KV4315;                    North         East     Units Scale Factor Converg.
 KV4315;SPC NJ       -   207,104.452   188,028.489   MT  0.99991779   +0 17 36.3
 KV4315;SPC NJ       -   679,475.19    616,890.13   sFT  0.99991779   +0 17 36.3
 KV4315;SPC NY L     -    58,997.051   295,773.185   MT  0.99999841   -0 01 57.8
 KV4315;SPC NY L     -   193,559.49    970,382.52   sFT  0.99999841   -0 01 57.8
 KV4315;UTM  18      - 4,505,660.526   580,259.729   MT  0.99967929   +0 37 10.2
 KV4315
 KV4315                          SUPERSEDED SURVEY CONTROL
 KV4315
 KV4315  NAD 83(1996)-  40 41 52.59103(N)    074 03 00.03905(W) AD(       ) 4
 KV4315  NAD 83(1996)-  40 41 52.59048(N)    074 03 00.04011(W) AD(       ) 4
 KV4315  NAD 83(1992)-  40 41 52.58992(N)    074 03 00.04072(W) AD(       ) 4
 KV4315  NAD 83(1986)-  40 41 52.59056(N)    074 03 00.04055(W) AD(       ) 4
 KV4315  NAD 27      -  40 41 52.22000(N)    074 03 01.53900(W) AD(       ) 3
 KV4315
 KV4315.Superseded values are not recommended for survey control.
 KV4315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4315.See file dsdata.txt to determine how the superseded data were derived.
 KV4315
 KV4315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8026005661(NAD 83)
 KV4315_MARKER: 85 = CHIMNEY
 KV4315
 KV4315  HISTORY     - Date     Condition        Report By
 KV4315  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4315  HISTORY     - 1934     GOOD             CGS
 KV4315  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV4315
 KV4315                          STATION DESCRIPTION
 KV4315
 KV4315'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4315'THE PROMINENT CHIMNEY AT THE CENTRAL RAILROAD OF NEW JERSEY
 KV4315'POWER PLANT, MARINE REPAIR SHOP, NEAR THE INSHORE END OF DOCK
 KV4315'18 AND ABOUT 1/2 MILE NNW FROM THE STATUE OF
 KV4315'LIBERTY.  TRIANGULATION STATION TANK (C.R.R.N.J.) IS CLOSE BY
 KV4315'TO THE NE.  THE CHIMNEY IS AN ORDINARY ROUND RED-BRICK TYPE.
 KV4315'
 KV4315'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 158 FEET ABOVE
 KV4315'GROUND.
 KV4315
 KV4315                          STATION RECOVERY (1934)
 KV4315
 KV4315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4315'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 KV4315
 KV4315                          STATION RECOVERY (1989)
 KV4315
 KV4315'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV4315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5106 ***********************************************************************
 KV5106  DESIGNATION -  CON 1930
 KV5106  PID         -  KV5106
 KV5106  STATE/COUNTY-  NJ/MONMOUTH
 KV5106  USGS QUAD   -  KEYPORT (1977)
 KV5106
 KV5106                         *CURRENT SURVEY CONTROL
 KV5106  ___________________________________________________________________
 KV5106* NAD 83(1996)-  40 27 30.67774(N)    074 10 43.61313(W)     ADJUSTED  
 KV5106* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5106  ___________________________________________________________________
 KV5106  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 KV5106  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV5106
 KV5106  HORZ ORDER  -  SECOND
 KV5106
 KV5106.The horizontal coordinates were established by classical geodetic methods
 KV5106.and adjusted by the National Geodetic Survey in September 1999..
 KV5106
 KV5106.The orthometric height was scaled from a topographic map.
 KV5106
 KV5106.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5106
 KV5106.The geoid height was determined by GEOID03.
 KV5106
 KV5106;                    North         East     Units Scale Factor Converg.
 KV5106;SPC NJ       -   180,472.670   177,243.042   MT  0.99990913   +0 12 30.4
 KV5106;SPC NJ       -   592,100.75    581,504.88   sFT  0.99990913   +0 12 30.4
 KV5106;UTM  18      - 4,478,974.457   569,628.237   MT  0.99965968   +0 31 58.5
 KV5106
 KV5106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5106!SPC NJ       -   1.00000465  x   0.99990913  =   0.99991378
 KV5106!UTM  18      -   1.00000465  x   0.99965968  =   0.99966433
 KV5106
 KV5106                          SUPERSEDED SURVEY CONTROL
 KV5106
 KV5106  NAD 83(1996)-  40 27 30.67737(N)    074 10 43.61221(W) AD(       ) 2
 KV5106  NAD 83(1986)-  40 27 30.67794(N)    074 10 43.61013(W) AD(       ) 2
 KV5106  NAD 27      -  40 27 30.29000(N)    074 10 45.09300(W) AD(       ) 2
 KV5106
 KV5106.Superseded values are not recommended for survey control.
 KV5106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5106.See file dsdata.txt to determine how the superseded data were derived.
 KV5106
 KV5106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6962878974(NAD 83)
 KV5106_MARKER: B = BOLT
 KV5106_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV5106_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5106
 KV5106  HISTORY     - Date     Condition        Report By
 KV5106  HISTORY     - 1930     MONUMENTED       CGS
 KV5106  HISTORY     - 1931     GOOD             CGS
 KV5106  HISTORY     - 1934     SEE DESCRIPTION  CGS
 KV5106  HISTORY     - 1937     SEE DESCRIPTION  CGS
 KV5106
 KV5106                          STATION DESCRIPTION
 KV5106
 KV5106'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5106'STATION IS LOCATED NNE OF KEYPORT ON THE N TIP OF CONASKONK
 KV5106'POINT (EAST POINT)--48 METERS IN FROM PRESENT HIGH-WATER LINE
 KV5106'AND 22 METERS IN FROM GRASS LINE.  THESE MEASUREMENTS ARE QUITE
 KV5106'LIABLE TO CHANGE THROUGH SHORE LINE EROSION DURING WINTER GALES.
 KV5106'
 KV5106'STATION IS MARKED BY A 5/8 INCH BRONZE BOLT EMBEDDED FLUSH
 KV5106'WITH THE SURFACE OF A CONCRETE-FILLED 12-INCH TILE SURROUNDED BY
 KV5106'A DOME-SHAPED MASS OF CONCRETE, THE WHOLE PROJECTING 12 INCHES
 KV5106'ABOVE GROUND.
 KV5106'
 KV5106'ALL REFERENCE MARKS ARE STANDARD DISKS SET IN 12-INCH TILE
 KV5106'PROJECTING 6 INCHES ABOVE GROUND BUT WITH NO SURROUNDING
 KV5106'CONCRETE MASS--
 KV5106'
 KV5106'REFERENCE MARK NO.1 IS IN RANGE WITH WAACKAACK LIGHT, IN THE
 KV5106'SAND AND GRASS TO THE E.
 KV5106'
 KV5106'REFERENCE MARK NO.2 IS IN RANGE WITH TANK (AEROMARINE), IN
 KV5106'THE MARSH TO THE S.
 KV5106'
 KV5106'REFERENCE MARK NO.3 IS IN RANGE WITH GREAT BEDS LIGHT, IN
 KV5106'THE SAND AND GRASS TO THE W.
 KV5106'
 KV5106'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 KV5106
 KV5106                          STATION RECOVERY (1931)
 KV5106
 KV5106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV5106'RECOVERED IN EXCELLENT CONDITION.
 KV5106'
 KV5106'A 5/32 INCH CENTER HOLE WAS DRILLED IN THE BRONZE BOLT MARKING
 KV5106'THE STATION.
 KV5106'
 KV5106'RE-MEASUREMENT OF THE DISTANCE TO REFERENCE MARK NO.3 GAVE
 KV5106'9.966 METERS.
 KV5106
 KV5106                          STATION RECOVERY (1934)
 KV5106
 KV5106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5106'STATION WAS RECOVERED BY R.W.W.
 KV5106'
 KV5106'THE TOP OF THE MARK HAS BEEN REMOVED, BUT THE SHANK REMAINS
 KV5106'AND THE CONCRETE FORM IS IN GOOD CONDITION.
 KV5106
 KV5106                          STATION RECOVERY (1937)
 KV5106
 KV5106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (CDM)
 KV5106'STATION IS LOCATED 1.6 MILES NE (MAGNETIC) FROM KEYSPORT AND NEAR
 KV5106'THE NE TIP OF CONASKONK POINT ON A SANDY GRASS-COVERED RIDGE
 KV5106'SEPARATING RARITAN BAY FROM THE MARSH, 9 METERS S OF A LINE
 KV5106'CONNECTING THE S OF A NUMBER OF BROKEN PILINGS ON THE NE TIP
 KV5106'OF CONASKONK POINT WITH AEROMARINE TANK AND ABOUT 38 METERS
 KV5106'FROM THE BROKEN S PILING.
 KV5106'
 KV5106'THE STATION IS 205 METERS NW OF THE MOUTH OF THE ONLY CREEK
 KV5106'DRAINING THE MARSH ON THE E SIDE OF CONASKONK POINT.
 KV5106'
 KV5106'THE STATION IS MARKED BY A 5-FOOT PIECE OF COPPER WIRE CEMENTED
 KV5106'INTO THE CENTER OF THE CONCRETE FILLED TILE PIPE.  THE TOP OF
 KV5106'THE MARK IS NOW COVERED WITH 2 INCHES OF SAND.
 KV5106'
 KV5106'REFERENCE MARK NO.2 WAS RECOVERED ON RANGE WITH AEROMARINE
 KV5106'TANK ON THE EDGE OF THE MARSH.  THE TOP IS FLUSH WITH THE GROUND.
 KV5106'
 KV5106'REFERENCE MARK NO.1 AND NO.3 ARE NOW COVERED WITH SAND AND
 KV5106'WERE NOT RECOVERED.
 KV5106'
 KV5106'THESE MARKS, HOWEVER, SHOULD NOT BE CONSIDERED LOST.  A TRAVERSE
 KV5106'CONNECTION FROM VIGNE TO CON WAS MEASURED.
 KV5106'
 KV5106'DISTANCE CON TO VIGNE 612.413 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5204 ***********************************************************************
 AI5204  DESIGNATION -  CONHALL
 AI5204  PID         -  AI5204
 AI5204  STATE/COUNTY-  NJ/MONMOUTH
 AI5204  USGS QUAD   -  
 AI5204
 AI5204                         *CURRENT SURVEY CONTROL
 AI5204  ___________________________________________________________________
 AI5204* NAD 83(1996)-  40 13 25.83311(N)    073 59 51.75958(W)     ADJUSTED  
 AI5204* NAVD 88     -        23.1    (meters)      76.     (feet)  VERTCON   
 AI5204  ___________________________________________________________________
 AI5204  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 AI5204  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 AI5204
 AI5204  HORZ ORDER  -  THIRD
 AI5204
 AI5204.The horizontal coordinates were established by classical geodetic methods
 AI5204.and adjusted by the National Geodetic Survey in May 2000..
 AI5204
 AI5204.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI5204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI5204
 AI5204.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5204
 AI5204.The geoid height was determined by GEOID03.
 AI5204
 AI5204;                    North         East     Units Scale Factor Converg.
 AI5204;SPC NJ       -   154,487.682   192,747.829   MT  0.99992249   +0 19 27.7
 AI5204;SPC NJ       -   506,848.34    632,373.50   sFT  0.99992249   +0 19 27.7
 AI5204;UTM  18      - 4,453,083.726   585,275.804   MT  0.99968952   +0 38 50.3
 AI5204
 AI5204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5204!SPC NJ       -   1.00000153  x   0.99992249  =   0.99992402
 AI5204!UTM  18      -   1.00000153  x   0.99968952  =   0.99969105
 AI5204
 AI5204                          SUPERSEDED SURVEY CONTROL
 AI5204
 AI5204  NGVD 29 (05/18/00)   23.4    (m)           77.     (f) VERT ANG       
 AI5204
 AI5204.Superseded values are not recommended for survey control.
 AI5204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5204.See file dsdata.txt to determine how the superseded data were derived.
 AI5204
 AI5204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8527653084(NAD 83)
 AI5204_MARKER: DD = SURVEY DISK
 AI5204_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI5204+WITH SETTING: PAVEMENT
 AI5204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5204+STABILITY: SURFACE MOTION
 AI5204
 AI5204  HISTORY     - Date     Condition        Report By
 AI5204  HISTORY     - 1988     MONUMENTED       NOSAMC
 AI5204
 AI5204                          STATION DESCRIPTION
 AI5204
 AI5204'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5204'THE STATION IS LOCATED AT THE E EDGE OF ASBURY PARK DUE EAST OF SUNSET
 AI5204'LAKE AT THE CONVENTION HALL ON THE ELEVATOR SHAFT AT THE HIGHEST PART
 AI5204'OF THE EAST END OF THE BUILDING. IT IS A STANDARD NOS BRONZE DISK
 AI5204'EPOXIED TO THE ROOF SURFACE FLUSH. IT IS 1.400 M W OF THE INSIDE E
 AI5204'EDGE OF THE ROOF RIM, 1.983 M N OF THE INSIDE S EDGE OF THE ROOF RIM,
 AI5204'2.105 M S OF THE INSIDE N EDGE OF THE ROOF RIM. 1.375 M W OF A 1 INCH
 AI5204'DIAM EYE BOLT CEMENTED INTO E ROOF RIM, 2.175 M NNE OF A 1 INCH DIAM
 AI5204'EYE BOLT CEMENTED NOTO S ROOF RIM, 2.243 M SSE OF A 1 INCH DIMA EYE
 AI5204'BOLT CEMENTED INTO N ROOF RIM. CONTACT RON C. MALUCKNIK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0845 ***********************************************************************
 KV0845  DESIGNATION -  CONK
 KV0845  PID         -  KV0845
 KV0845  STATE/COUNTY-  NJ/OCEAN
 KV0845  USGS QUAD   -  POINT PLEASANT (1989)
 KV0845
 KV0845                         *CURRENT SURVEY CONTROL
 KV0845  ___________________________________________________________________
 KV0845* NAD 83(1996)-  40 03 23.41426(N)    074 03 52.84819(W)     ADJUSTED  
 KV0845* NAVD 88     -         0.946  (meters)       3.10   (feet)  ADJUSTED  
 KV0845  ___________________________________________________________________
 KV0845  X           -   1,342,188.198 (meters)                     COMP
 KV0845  Y           -  -4,700,788.088 (meters)                     COMP
 KV0845  Z           -   4,082,769.026 (meters)                     COMP
 KV0845  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 KV0845  ELLIP HEIGHT-         -32.11  (meters)          (10/23/02) GPS OBS
 KV0845  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV0845  DYNAMIC HT  -           0.945 (meters)       3.10  (feet)  COMP
 KV0845  MODELED GRAV-     980,158.5   (mgal)                       NAVD 88
 KV0845
 KV0845  HORZ ORDER  -  FIRST
 KV0845  VERT ORDER  -  SECOND    CLASS 0
 KV0845  ELLP ORDER  -  FOURTH    CLASS I
 KV0845
 KV0845.The horizontal coordinates were established by GPS observations
 KV0845.and adjusted by the National Geodetic Survey in May 1999..
 KV0845
 KV0845.The orthometric height was determined by differential leveling
 KV0845.and adjusted by the National Geodetic Survey in June 1991..
 KV0845
 KV0845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0845
 KV0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0845
 KV0845.The ellipsoidal height was determined by GPS observations
 KV0845.and is referenced to NAD 83.
 KV0845
 KV0845.The geoid height was determined by GEOID03.
 KV0845
 KV0845.The dynamic height is computed by dividing the NAVD 88
 KV0845.geopotential number by the normal gravity value computed on the
 KV0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0845.degrees latitude (g = 980.6199 gals.).
 KV0845
 KV0845.The modeled gravity was interpolated from observed gravity values.
 KV0845
 KV0845;                    North         East     Units Scale Factor Converg.
 KV0845;SPC NJ       -   135,878.505   187,139.339   MT  0.99991697   +0 16 48.5
 KV0845;SPC NJ       -   445,794.73    613,972.98   sFT  0.99991697   +0 16 48.5
 KV0845;UTM  18      - 4,434,447.685   579,773.401   MT  0.99967834   +0 36 07.0
 KV0845
 KV0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0845!SPC NJ       -   1.00000504  x   0.99991697  =   0.99992201
 KV0845!UTM  18      -   1.00000504  x   0.99967834  =   0.99968338
 KV0845
 KV0845:                Primary Azimuth Mark                     Grid Az
 KV0845:SPC NJ       -  BAY HEAD                                 056 01 34.1
 KV0845:UTM  18      -  BAY HEAD                                 055 42 15.6
 KV0845
 KV0845|---------------------------------------------------------------------|
 KV0845| PID    Reference Object                     Distance      Geod. Az  |
 KV0845|                                                           dddmmss.s |
 KV0845| KV0853 BAY HEAD                            APPROX. 2.1 KM 0561822.6 |
 KV0845| CB5796 CONK RM 2                            30.494 METERS 27725     |
 KV0845| CB5795 CONK RM 1                            29.722 METERS 35424     |
 KV0845|---------------------------------------------------------------------|
 KV0845
 KV0845                          SUPERSEDED SURVEY CONTROL
 KV0845
 KV0845  ELLIP H (05/14/99)  -32.13   (m)                       GP(       ) 4 1
 KV0845  NAD 83(1986)-  40 03 23.41503(N)    074 03 52.85283(W) AD(       ) 1
 KV0845  ELLIP H (03/31/93)  -32.00   (m)                       GP(       ) 3 2
 KV0845  NAD 83(1986)-  40 03 23.40692(N)    074 03 52.84835(W) AD(       ) 3
 KV0845  NAD 27      -  40 03 22.99000(N)    074 03 54.35800(W) AD(       ) 3
 KV0845  NAVD 88 (03/31/93)    0.95   (m)            3.1    (f) LEVELING    3  
 KV0845  NGVD 29 (04/16/92)    1.279  (m)            4.20   (f) ADJUSTED    2 0
 KV0845
 KV0845.Superseded values are not recommended for survey control.
 KV0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0845.See file dsdata.txt to determine how the superseded data were derived.
 KV0845
 KV0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7977334448(NAD 83)
 KV0845_MARKER: DS = TRIANGULATION STATION DISK
 KV0845_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV0845_SP_SET: CLAY TILE IN EARTH
 KV0845_STAMPING: CONK 1934
 KV0845_MARK LOGO: CGS   
 KV0845_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0845+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2004
 KV0845
 KV0845  HISTORY     - Date     Condition        Report By
 KV0845  HISTORY     - 1934     MONUMENTED       CGS
 KV0845  HISTORY     - 1951     GOOD             CGS
 KV0845  HISTORY     - 1961     GOOD             CGS
 KV0845  HISTORY     - 1962     GOOD             CGS
 KV0845  HISTORY     - 1987     GOOD             USPSQD
 KV0845  HISTORY     - 1987     GOOD             USPSQD
 KV0845  HISTORY     - 1990     GOOD             USPSQD
 KV0845  HISTORY     - 19910311 GOOD             NJGS
 KV0845  HISTORY     - 19910311 GOOD             NJGS
 KV0845  HISTORY     - 20041025 GOOD             ECOAST
 KV0845
 KV0845                          STATION DESCRIPTION
 KV0845
 KV0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV0845'STATION IS LOCATED ON THE N BANK OF THE METEDECONK RIVER ON THE
 KV0845'VERY PROMINENT NECK OF LAND BETWEEN BEAVER DAM CREEK AND THE
 KV0845'RIVER, WHICH IS KNOWN AS WARDELLS NECK.  LOCATED ON THE EXTREME
 KV0845'SE END OF THE NECK, 35 METERS N AND 34 METERS W OF THE HIGH WATER
 KV0845'LINE IN SAND.
 KV0845'
 KV0845'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 KV0845'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD
 KV0845'BRONZE DISKS SET IN CONCRETE.
 KV0845'
 KV0845'REFERENCE MARK NO.1 IS IN SAND N OF THE STATION AND 4.0 METERS
 KV0845'N OF CENTER LINE OF ROAD RUNNING TO THE END OF THE NECK.
 KV0845'
 KV0845'REFERENCE MARK NO.2 IS NNW OF THE STATION IN SAND.
 KV0845'
 KV0845'REACHED FROM POINT PLEASANT AS FOLLOWS--TAKE HIGHWAY 35 W TO
 KV0845'THE FIRST INTERSECTION BEYOND BAYHEAD-MANASQUAN CANAL, TURN S
 KV0845'AND FOLLOW ROAD (MACADAM) ACROSS BEAVER DAM CREEK TO WARDELLS
 KV0845'NECK, TAKE SAND ROAD E TO END OF NECK AND STATION.
 KV0845
 KV0845                          STATION RECOVERY (1951)
 KV0845
 KV0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV0845'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 KV0845'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 KV0845'AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 KV0845'AND CORRECT WITH THE FOLLOWING EXCEPTIONS AND ADDITIONS--STATION
 KV0845'IS IN OCEAN COUNTY, NOT MONMOUTH.  STATION MARK IS 69.0 FEET
 KV0845'SOUTH OF THE CENTERLINE OF THE STREET, 55.5 FEET NORTH OF THE
 KV0845'SOUTHWEST CORNER AND 23.8 FEET SOUTHWEST OF THE NORTHWEST CORNER
 KV0845'OF A GREEN SHINGLED HOUSE.
 KV0845'
 KV0845'R.M. NO. 1 IS 27.0 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 KV0845'STREET, 26.0 FEET NORTH OF THE CENTERLINE OF EAST-WEST STREET AND
 KV0845'22.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A GARAGE.
 KV0845'
 KV0845'R.M. NO. 2 IS SOUTHWEST OF THE STATION, 74.0 FEET SOUTH OF THE
 KV0845'CENTERLINE OF THE STREET, 16.5 FEET NORTHEAST OF THE NORTHEAST
 KV0845'CORNER OF A HOUSE, 11.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 KV0845'ANOTHER HOUSE AND 1.0 FEET EAST OF A FENCE.
 KV0845
 KV0845                          STATION RECOVERY (1961)
 KV0845
 KV0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KV0845'3 MI SW FROM BAY HEAD.
 KV0845'1.5 MILE WEST ON BRIDGE AVE. FROM THE POST OFFICE AT BAY HEAD,
 KV0845'THENCE 0.9 MILE SOUTH ON BEAVER DAM ROAD, THENCE 0.5 EAST ON
 KV0845'PAVED STREET, ON THE NORTH BANK OF THE METEDECONK RIVER ON
 KV0845'PROMINENT NECK OF LAND BETWEEN THE RIVER AND BEAVER DAR CREEK
 KV0845'AT THE EXTREME SOUTHEAST END OF WARDELLS NECK AT THE EAST END
 KV0845'OF THE DEAD END STREET, IN A GRAVELED YARD 70 FEET SOUTH OF THE
 KV0845'CENTERLINE OF A PAVED STREET AND 28 FEET WEST OF THE WEST SIDE
 KV0845'OF A TWO STORIED FRAME HOUSE.  SET IN THE TOP OF A CONCRETE
 KV0845'FILLED TILE PROJECTING 3 INCHES ABOVE THE YARD.
 KV0845
 KV0845                          STATION RECOVERY (1962)
 KV0845
 KV0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV0845'STATION MARK AND RM 2 WERE RECOVERED IN GOOD CONDITION.
 KV0845'
 KV0845'THE STATION MARK IS IN THE GRAVELED YARD OF THE HOUSE AT 36 SOUTH
 KV0845'DRIVE, (MAIL BOX NUMBER 829), 32 FEET NORTH OF THE CENTER OF THE
 KV0845'CONCRETE STEPS INTO THE HOUSE, 23.5 FEET WEST OF THE NORTHWEST
 KV0845'CORNER OF THE ATTACHED GARAGE AND 1 FOOT EAST OF THE NORTH POST
 KV0845'OF A SHORT HITCH-RAIL.
 KV0845'
 KV0845'RM 2 AS DESCRIBED, 11.5 FEET NORTHWEST OF THE NORTHWEST CORNER
 KV0845'OF THE HOUSE WITH MAIL-BOX NUMBER 825, AND 16.5 FEET NORTHEAST OF
 KV0845'THE NORTHEAST CORNER OF THE HOUSE WITH MAIL-BOX NUMBER 823, AND 1
 KV0845'FOOT EAST OF THE FENCE BETWEEN THE PROPERTIES.
 KV0845'
 KV0845'TO REACH FROM THE TRAFFIC CIRCLE AT LAURELTON, GO SOUTHEAST AND
 KV0845'EAST ON PRINCETON AVENUE (METEDECONK ROAD) FOR 3.7 MILES TO SOUTH
 KV0845'DRIVE, TURN RIGHT AND FOLLOW SOUTH DRIVE ABOUT 0.4 MILE TO THE
 KV0845'SHORE, AND THE STATION ON THE RIGHT, AT THE NEXT TO LAST
 KV0845'HOUSE.
 KV0845
 KV0845                          STATION RECOVERY (1987)
 KV0845
 KV0845'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0845'RECOVERED IN GOOD CONDITION.
 KV0845
 KV0845                          STATION RECOVERY (1987)
 KV0845
 KV0845'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0845'RECOVERED IN GOOD CONDITION.
 KV0845
 KV0845                          STATION RECOVERY (1990)
 KV0845
 KV0845'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0845'RECOVERED IN GOOD CONDITION.
 KV0845
 KV0845                          STATION RECOVERY (1991)
 KV0845
 KV0845'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV0845'THE STATION IS LOCATED IN BRICK TOWNSHIP, ON A PROMINENT NECK OF LAND,
 KV0845'KNOWN AS WARDELLS NECK, BETWEEN THE METEDECONK RIVER AND THE SOUTH
 KV0845'BRANCH OF THE BEAVER DAM CREEK.  TO REACH THE STATION FROM THE
 KV0845'JUNCTION OF STATE HIGHWAY ROUTE 70 AND PRINCETON AVENUE IN LAURELTON,
 KV0845'PROCEED 5.76 KM (3.58 MI) EAST ON PRINCETON AVENUE TO THE JUNCTION
 KV0845'WITH SOUTH DRIVE, TURN RIGHT AND GO 0.48 KM (0.30 MI) SOUTH THEN EAST
 KV0845'ON SOUTH DRIVE TO THE STATION ON THE RIGHT.  TO REACH THE STATION
 KV0845'FROM THE JUNCTION OF OCEAN BOULEVARD, STATE ROUTE 35 AND BRIDGE
 KV0845'AVENUE, COUNTY ROAD 632, IN BAY HEAD BOROUGH, GO 2.56 KM (1.59 MI)
 KV0845'WEST ON BRIDGE AVENUE, CROSSING THE POINT PLEASANT CANAL, TO THE
 KV0845'JUNCTION WITH BEAVER DAM ROAD, TURN LEFT AND GO 1.36 KM (0.85 MI)
 KV0845'SOUTH ON BEAVER DAM ROAD TO THE JUNCTION WITH PRINCETON AVENUE, TURN
 KV0845'LEFT AND GO 0.24 KM (0.15 MI) EAST ON PRINCETON AVENUE TO THE
 KV0845'JUNCTION WITH SOUTH DRIVE, TURN RIGHT AND GO 0.48 KM (0.30 MI) SOUTH
 KV0845'THEN EAST ON SOUTH DRIVE TO THE STATION ON THE RIGHT. THE STATION IS
 KV0845'SET IN A VACANT LOT, OWNED BY MR. GORDON WAGNER, 442 LEEDOM STREET,
 KV0845'JENKINTOWN, PA. 19046.  THE STATION IS 20.9 M (68.6 FT) SOUTH OF THE
 KV0845'CENTERLINE OF SOUTH DRIVE, 15.3 M (50.2 FT) SOUTH OF THE NORTHWEST
 KV0845'PROPERTY CORNER PIN OF HOUSE NUMBER 829, A 1.5 STORY FRAME, 6.75 M
 KV0845'(22.15 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE SAME HOUSE, 0.7 M
 KV0845'(2.3 FT) WEST OF A FOUR FOOT HIGH SLAT WOODEN FENCE, 20.8 M
 KV0845'(68.2 FT) SOUTHEAST OF POLE NUMBER JC 2402 BK, 8.1 M (26.6 FT)
 KV0845'SOUTHWEST OF THE NORTHWEST CORNER OF AN ATTACHED GARAGE TO HOUSE
 KV0845'NUMBER 829 AND IS FLUSH WITH THE GROUND.
 KV0845
 KV0845                          STATION RECOVERY (1991)
 KV0845
 KV0845'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV0845'THE STATION IS LOCATED IN BRICK TOWNSHIP, ON A PROMINENT NECK OF LAND,
 KV0845'KNOWN AS WARDELLS NECK, BETWEEN THE METEDECONK RIVER AND THE SOUTH
 KV0845'BRANCH OF THE BEAVER DAM CREEK.  TO REACH THE STATION FROM THE
 KV0845'JUNCTION OF STATE HIGHWAY ROUTE 70 AND PRINCETON AVENUE IN LAURELTON,
 KV0845'PROCEED 5.76 KM (3.58 MI) EAST ON PRINCETON AVENUE TO THE JUNCTION
 KV0845'WITH SOUTH DRIVE, TURN RIGHT AND GO 0.48 KM (0.30 MI) SOUTH THEN EAST
 KV0845'ON SOUTH DRIVE TO THE STATION ON THE RIGHT.  TO REACH THE STATION
 KV0845'FROM THE JUNCTION OF OCEAN BOULEVARD, STATE ROUTE 35 AND BRIDGE
 KV0845'AVENUE, COUNTY ROAD 632, IN BAY HEAD BOROUGH, GO 2.56 KM (1.59 MI)
 KV0845'WEST ON BRIDGE AVENUE, CROSSING THE POINT PLEASANT CANAL, TO THE
 KV0845'JUNCTION WITH BEAVER DAM ROAD, TURN LEFT AND GO 1.36 KM (0.85 MI)
 KV0845'SOUTH ON BEAVER DAM ROAD TO THE JUNCTION WITH PRINCETON AVENUE, TURN
 KV0845'LEFT AND GO 0.24 KM (0.15 MI) EAST ON PRINCETON AVENUE TO THE
 KV0845'JUNCTION WITH SOUTH DRIVE, TURN RIGHT AND GO 0.48 KM (0.30 MI) SOUTH
 KV0845'THEN EAST ON SOUTH DRIVE TO THE STATION ON THE RIGHT. THE STATION IS
 KV0845'SET IN A VACANT LOT, OWNED BY MR. GORDON WAGNER, 442 LEEDOM STREET,
 KV0845'JENKINTOWN, PA. 19046.  THE STATION IS 20.9 M (68.6 FT) SOUTH OF THE
 KV0845'CENTERLINE OF SOUTH DRIVE, 15.3 M (50.2 FT) SOUTH OF THE NORTHWEST
 KV0845'PROPERTY CORNER PIN OF HOUSE NUMBER 829, A 1.5 STORY FRAME, 6.75 M
 KV0845'(22.15 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE SAME HOUSE, 0.7 M
 KV0845'(2.3 FT) WEST OF A FOUR FOOT HIGH SLAT WOODEN FENCE, 20.8 M
 KV0845'(68.2 FT) SOUTHEAST OF POLE NUMBER JC 2402 BK, 8.1 M (26.6 FT)
 KV0845'SOUTHWEST OF THE NORTHWEST CORNER OF AN ATTACHED GARAGE TO HOUSE
 KV0845'NUMBER 829 AND IS FLUSH WITH THE GROUND.
 KV0845
 KV0845                          STATION RECOVERY (2004)
 KV0845
 KV0845'RECOVERY NOTE BY EAST COAST ENGINEERING 2004 (JFP)
 KV0845'MARK IS BETWEEN TWO HOUSES, NOT GPS SUITABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4944 ***********************************************************************
 KV4944  DESIGNATION -  CONOVER BEACON
 KV4944  PID         -  KV4944
 KV4944  STATE/COUNTY-  NJ/MONMOUTH
 KV4944  USGS QUAD   -  SANDY HOOK (1981)
 KV4944
 KV4944                         *CURRENT SURVEY CONTROL
 KV4944  ___________________________________________________________________
 KV4944* NAD 83(1996)-  40 25 16.92577(N)    074 03 20.18224(W)     ADJUSTED  
 KV4944* NAVD 88     -                                                        
 KV4944  ___________________________________________________________________
 KV4944  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 KV4944  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV4944
 KV4944  HORZ ORDER  -  THIRD
 KV4944
 KV4944.The horizontal coordinates were established by classical geodetic methods
 KV4944.and adjusted by the National Geodetic Survey in September 1999..
 KV4944
 KV4944
 KV4944.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4944
 KV4944.The geoid height was determined by GEOID03.
 KV4944
 KV4944;                    North         East     Units Scale Factor Converg.
 KV4944;SPC NJ       -   176,392.734   187,710.507   MT  0.99991750   +0 17 17.3
 KV4944;SPC NJ       -   578,715.16    615,846.89   sFT  0.99991750   +0 17 17.3
 KV4944;UTM  18      - 4,474,954.823   580,116.072   MT  0.99967901   +0 36 44.6
 KV4944
 KV4944                          SUPERSEDED SURVEY CONTROL
 KV4944
 KV4944  NAD 83(1996)-  40 25 16.92593(N)    074 03 20.18163(W) AD(       ) 4
 KV4944  NAD 83(1986)-  40 25 16.92614(N)    074 03 20.18128(W) AD(       ) 4
 KV4944  NAD 27      -  40 25 16.54100(N)    074 03 21.67500(W) AD(       ) 3
 KV4944
 KV4944.Superseded values are not recommended for survey control.
 KV4944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4944.See file dsdata.txt to determine how the superseded data were derived.
 KV4944
 KV4944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8011674955(NAD 83)
 KV4944_MARKER: 13 = LIGHTHOUSE
 KV4944
 KV4944  HISTORY     - Date     Condition        Report By
 KV4944  HISTORY     - 1867     FIRST OBSERVED   CGS
 KV4944  HISTORY     - 1930     GOOD             CGS
 KV4944  HISTORY     - 1934     GOOD             CGS
 KV4944  HISTORY     - 1983     GOOD             USPSQD
 KV4944  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV4944  HISTORY     - 19920728 MARK NOT FOUND   USPSQD
 KV4944
 KV4944                          STATION DESCRIPTION
 KV4944
 KV4944'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4944'RECOVERED IN GOOD CONDITION, NO DESCRIPTION AVAILABLE.
 KV4944'
 KV4944'THE LIGHTHOUSE ON LEONARDO BEACH, A HEXAGONAL, TAPERING, RED
 KV4944'AND WHITE SHINGLED STRUCTURE HOUSING AN AUTOMATIC LIGHT.  THE KEYS
 KV4944'TO THIS LIGHT ARE IN CHARGE OF THE CHAPEL HILL LIGHTHOUSE KEEPER.
 KV4944'
 KV4944'THE STATION IS THE TOWER APEX, APPROXIMATELY 70 FEET ABOVE GROUND.
 KV4944
 KV4944                          STATION RECOVERY (1934)
 KV4944
 KV4944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV4944'RECOVERED, IN GOOD CONDITION.  DESCRIPTION ADEQUATE AND CORRECT.
 KV4944
 KV4944                          STATION RECOVERY (1983)
 KV4944
 KV4944'RECOVERY NOTE BY US POWER SQUADRON 1983 (PJM)
 KV4944'RECOVERED IN GOOD CONDITION JUNE 1983 BY WILLIARD AND YORKANIS,
 KV4944'INC.  DESCRIPTION MORE THAN ADEQUATE.
 KV4944
 KV4944                          STATION RECOVERY (1989)
 KV4944
 KV4944'RECOVERY NOTE BY US POWER SQUADRON 1989 (MJH)
 KV4944'MARK NOT FOUND.
 KV4944
 KV4944                          STATION RECOVERY (1992)
 KV4944
 KV4944'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV4944'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6482 ***********************************************************************
 KV6482  DESIGNATION -  CONSTABLE HOOK RNG FRONT LT
 KV6482  PID         -  KV6482
 KV6482  STATE/COUNTY-  NJ/HUDSON
 KV6482  USGS QUAD   -  JERSEY CITY (1981)
 KV6482
 KV6482                         *CURRENT SURVEY CONTROL
 KV6482  ___________________________________________________________________
 KV6482* NAD 83(1996)-  40 39 13.61965(N)    074 05 21.65750(W)     ADJUSTED  
 KV6482* NAVD 88     -        11.9    (meters)      39.     (feet)  VERTCON   
 KV6482  ___________________________________________________________________
 KV6482  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 KV6482  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV6482
 KV6482  HORZ ORDER  -  THIRD
 KV6482
 KV6482.The horizontal coordinates were established by classical geodetic methods
 KV6482.and adjusted by the National Geodetic Survey in September 1999..
 KV6482
 KV6482.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6482
 KV6482.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6482
 KV6482.The geoid height was determined by GEOID03.
 KV6482
 KV6482;                    North         East     Units Scale Factor Converg.
 KV6482;SPC NJ       -   202,184.919   184,726.900   MT  0.99991484   +0 16 03.1
 KV6482;SPC NJ       -   663,335.02    606,058.17   sFT  0.99991484   +0 16 03.1
 KV6482;SPC NY L     -    54,095.978   292,443.377   MT  1.00000074   -0 03 30.4
 KV6482;SPC NY L     -   177,479.89    959,457.98   sFT  1.00000074   -0 03 30.4
 KV6482;SPC NY E     -   202,184.919   184,726.900   MT  0.99991484   +0 16 03.1
 KV6482;SPC NY E     -   663,335.02    606,058.17   sFT  0.99991484   +0 16 03.1
 KV6482;UTM  18      - 4,500,723.478   576,986.964   MT  0.99967295   +0 35 35.9
 KV6482
 KV6482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6482!SPC NJ       -   1.00000317  x   0.99991484  =   0.99991801
 KV6482!SPC NY L     -   1.00000317  x   1.00000074  =   1.00000391
 KV6482!SPC NY E     -   1.00000317  x   0.99991484  =   0.99991801
 KV6482!UTM  18      -   1.00000317  x   0.99967295  =   0.99967612
 KV6482
 KV6482                          SUPERSEDED SURVEY CONTROL
 KV6482
 KV6482  NAD 83(1996)-  40 39 13.61964(N)    074 05 21.65750(W) AD(       ) 4
 KV6482  NAD 83(1996)-  40 39 13.61932(N)    074 05 21.65761(W) AD(       ) 4
 KV6482  NAD 83(1992)-  40 39 13.61926(N)    074 05 21.65781(W) AD(       ) 4
 KV6482  NAD 83(1986)-  40 39 13.61930(N)    074 05 21.65811(W) AD(       ) 4
 KV6482  NGVD 29 (09/24/91)   12.2    (m)           40.     (f) VERT ANG       
 KV6482
 KV6482.Superseded values are not recommended for survey control.
 KV6482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6482.See file dsdata.txt to determine how the superseded data were derived.
 KV6482
 KV6482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7698700723(NAD 83)
 KV6482_MARKER: 14 = NAVIGATION LIGHT
 KV6482
 KV6482  HISTORY     - Date     Condition        Report By
 KV6482  HISTORY     - 1985     FIRST OBSERVED   B+OINC
 KV6482
 KV6482                          STATION DESCRIPTION
 KV6482
 KV6482'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6482'PUBLISHED IN COAST GUARD LIGHT LIST AS LIGHT NO. 1808.
 KV6482'
 KV6482'STATION IS LOCATED ON SHORE AT CONSTABLE HOOK, NEW JERSEY, NEAR THE
 KV6482'UPPER END OF PIER 5 AND AT THE EASTERN END OF CONSTABLE HOOK REACH.
 KV6482'LIGHT IS A LARGE BLACK BOX THAT HAS LATTICE WORK AT THE FRONT SO THE
 KV6482'BEACON LIGHT WILL SHOW THROUGH.  THIS LIGHT IS VISIBLE ON RANGELINE
 KV6482'ONLY WITH AN ORANGE VERTICAL STRIPE IN THE CENTER WHEN LOOKING AT IT
 KV6482'ON RANGE AND ORANGE HORIZONTAL ARROWS WHEN NOT ON RANGE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6483 ***********************************************************************
 KV6483  DESIGNATION -  CONSTABLE HOOK RNG REAR LT
 KV6483  PID         -  KV6483
 KV6483  STATE/COUNTY-  NJ/HUDSON
 KV6483  USGS QUAD   -  JERSEY CITY (1981)
 KV6483
 KV6483                         *CURRENT SURVEY CONTROL
 KV6483  ___________________________________________________________________
 KV6483* NAD 83(1996)-  40 39 12.28687(N)    074 05 16.73104(W)     ADJUSTED  
 KV6483* NAVD 88     -         9.     (meters)      30.     (feet)  VERTCON   
 KV6483  ___________________________________________________________________
 KV6483  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 KV6483  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV6483
 KV6483  HORZ ORDER  -  THIRD
 KV6483
 KV6483.The horizontal coordinates were established by classical geodetic methods
 KV6483.and adjusted by the National Geodetic Survey in September 1999..
 KV6483
 KV6483.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6483
 KV6483.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6483
 KV6483.The geoid height was determined by GEOID03.
 KV6483
 KV6483;                    North         East     Units Scale Factor Converg.
 KV6483;SPC NJ       -   202,144.353   184,842.818   MT  0.99991494   +0 16 06.3
 KV6483;SPC NJ       -   663,201.93    606,438.48   sFT  0.99991494   +0 16 06.3
 KV6483;SPC NY L     -    54,054.750   292,559.072   MT  1.00000076   -0 03 27.2
 KV6483;SPC NY L     -   177,344.63    959,837.56   sFT  1.00000076   -0 03 27.2
 KV6483;SPC NY E     -   202,144.353   184,842.818   MT  0.99991494   +0 16 06.3
 KV6483;SPC NY E     -   663,201.93    606,438.48   sFT  0.99991494   +0 16 06.3
 KV6483;UTM  18      - 4,500,683.581   577,103.082   MT  0.99967317   +0 35 39.1
 KV6483
 KV6483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6483!SPC NJ       -   1.00000356  x   0.99991494  =   0.99991850
 KV6483!SPC NY L     -   1.00000356  x   1.00000076  =   1.00000432
 KV6483!SPC NY E     -   1.00000356  x   0.99991494  =   0.99991850
 KV6483!UTM  18      -   1.00000356  x   0.99967317  =   0.99967673
 KV6483
 KV6483                          SUPERSEDED SURVEY CONTROL
 KV6483
 KV6483  NAD 83(1996)-  40 39 12.28687(N)    074 05 16.73104(W) AD(       ) 4
 KV6483  NAD 83(1996)-  40 39 12.28668(N)    074 05 16.73118(W) AD(       ) 4
 KV6483  NAD 83(1992)-  40 39 12.28670(N)    074 05 16.73132(W) AD(       ) 4
 KV6483  NAD 83(1986)-  40 39 12.28694(N)    074 05 16.73143(W) AD(       ) 4
 KV6483  NGVD 29 (09/24/91)   10.     (m)           33.     (f) VERT ANG       
 KV6483
 KV6483.Superseded values are not recommended for survey control.
 KV6483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6483.See file dsdata.txt to determine how the superseded data were derived.
 KV6483
 KV6483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7710300684(NAD 83)
 KV6483_MARKER: 14 = NAVIGATION LIGHT
 KV6483
 KV6483  HISTORY     - Date     Condition        Report By
 KV6483  HISTORY     - 1985     FIRST OBSERVED   B+OINC
 KV6483
 KV6483                          STATION DESCRIPTION
 KV6483
 KV6483'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6483'PUBLISHED IN COAST GUARD LIGHT LIST AS LIGHT NO. 1809.
 KV6483'
 KV6483'STATION IS LOCATED ON CONSTABLE HOOK, NEW JERSEY ON SHORE AND
 KV6483'132 YARDS FROM THE FRONT LIGHT AND AT THE EASTERN END OF CONSTABLE
 KV6483'HOOK REACH.  STATION IS THE CENTER OF THE RED NAVIGATION LIGHT THAT
 KV6483'IS LOCATED ON THE TOP OF A 40-FOOT POLE.
 KV6483'
 KV6483'A KGR MARKER IS ATTACHED TO THE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4270 ***********************************************************************
 KV4270  DESIGNATION -  CONTRACTING COMPANY CHIMNEY
 KV4270  PID         -  KV4270
 KV4270  STATE/COUNTY-  NJ/HUDSON
 KV4270  USGS QUAD   -  JERSEY CITY (1981)
 KV4270
 KV4270                         *CURRENT SURVEY CONTROL
 KV4270  ___________________________________________________________________
 KV4270* NAD 83(1996)-  40 44 26.49239(N)    074 06 57.79442(W)     ADJUSTED  
 KV4270* NAVD 88     -                                                        
 KV4270  ___________________________________________________________________
 KV4270  LAPLACE CORR-           6.41  (seconds)                    DEFLEC99
 KV4270  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV4270
 KV4270  HORZ ORDER  -  THIRD
 KV4270
 KV4270.The horizontal coordinates were established by classical geodetic methods
 KV4270.and adjusted by the National Geodetic Survey in September 1999..
 KV4270
 KV4270
 KV4270.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4270
 KV4270.The geoid height was determined by GEOID03.
 KV4270
 KV4270;                    North         East     Units Scale Factor Converg.
 KV4270;SPC NJ       -   211,824.871   182,426.430   MT  0.99991294   +0 15 02.1
 KV4270;SPC NJ       -   694,962.10    598,510.71   sFT  0.99991294   +0 15 02.1
 KV4270;SPC NY L     -    63,749.690   290,197.643   MT  0.99999672   -0 04 33.3
 KV4270;SPC NY L     -   209,152.11    952,090.10   sFT  0.99999672   -0 04 33.3
 KV4270;UTM  18      - 4,510,347.842   574,632.245   MT  0.99966856   +0 34 36.9
 KV4270
 KV4270                          SUPERSEDED SURVEY CONTROL
 KV4270
 KV4270  NAD 83(1996)-  40 44 26.49229(N)    074 06 57.79456(W) AD(       ) 4
 KV4270  NAD 83(1996)-  40 44 26.49130(N)    074 06 57.79745(W) AD(       ) 4
 KV4270  NAD 83(1992)-  40 44 26.49118(N)    074 06 57.79802(W) AD(       ) 4
 KV4270  NAD 83(1986)-  40 44 26.49116(N)    074 06 57.79927(W) AD(       ) 4
 KV4270  NAD 27      -  40 44 26.12000(N)    074 06 59.28000(W) AD(       ) 3
 KV4270
 KV4270.Superseded values are not recommended for survey control.
 KV4270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4270.See file dsdata.txt to determine how the superseded data were derived.
 KV4270
 KV4270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7463210348(NAD 83)
 KV4270_MARKER: 85 = CHIMNEY
 KV4270
 KV4270  HISTORY     - Date     Condition        Report By
 KV4270  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4270
 KV4270                          STATION DESCRIPTION
 KV4270
 KV4270'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0675 ***********************************************************************
 JU0675  DESIGNATION -  COPPER BOLT
 JU0675  PID         -  JU0675
 JU0675  STATE/COUNTY-  NJ/GLOUCESTER
 JU0675  USGS QUAD   -  WOODBURY (1995)
 JU0675
 JU0675                         *CURRENT SURVEY CONTROL
 JU0675  ___________________________________________________________________
 JU0675* NAD 83(1986)-  39 50 28.     (N)    075 08 51.     (W)     SCALED    
 JU0675* NAVD 88     -         8.473  (meters)      27.80   (feet)  POSTED    
 JU0675  ___________________________________________________________________
 JU0675  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU0675  DYNAMIC HT  -           8.470 (meters)      27.79  (feet)  COMP
 JU0675  MODELED GRAV-     980,176.0   (mgal)                       NAVD 88
 JU0675
 JU0675  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JU0675
 JU0675.The horizontal coordinates were scaled from a topographic map and have
 JU0675.an estimated accuracy of +/- 6 seconds.
 JU0675
 JU0675.The orthometric height was determined by differential leveling
 JU0675.and adjusted by the National Geodetic Survey in 1992..
 JU0675.No vertical observational check was made to the station.
 JU0675.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JU0675.was located on a no-check spur therefore a value was not computed.
 JU0675
 JU0675.The geoid height was determined by GEOID03.
 JU0675
 JU0675.The dynamic height is computed by dividing the NAVD 88
 JU0675.geopotential number by the normal gravity value computed on the
 JU0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0675.degrees latitude (g = 980.6199 gals.).
 JU0675
 JU0675.The modeled gravity was interpolated from observed gravity values.
 JU0675
 JU0675;                    North         East    Units  Estimated Accuracy
 JU0675;SPC NJ       -   112,080.       94,590.      MT  (+/- 180 meters Scaled)
 JU0675
 JU0675                          SUPERSEDED SURVEY CONTROL
 JU0675
 JU0675  NGVD 29 (??/??/??)    8.834  (m)           28.98   (f) ADJUSTED    1 2
 JU0675
 JU0675.Superseded values are not recommended for survey control.
 JU0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0675.See file dsdata.txt to determine how the superseded data were derived.
 JU0675
 JU0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK873101(NAD 83)
 JU0675_MARKER: B = BOLT
 JU0675_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0675_SP_SET: BRIDGE ABUTMENT
 JU0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0675
 JU0675  HISTORY     - Date     Condition        Report By
 JU0675  HISTORY     - UNK      MONUMENTED       RBNF
 JU0675  HISTORY     - 1930     GOOD             CGS
 JU0675  HISTORY     - 1934     GOOD             CGS
 JU0675  HISTORY     - 20020623 MARK NOT FOUND   INDIV
 JU0675
 JU0675                          STATION DESCRIPTION
 JU0675
 JU0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0675'0.3 MI N FROM WOODBURY.
 JU0675'0.3 MILE NORTH ALONG THE PENNSYLVANIA-READING SEASHORE LINES FROM
 JU0675'THE STATION AT WOODBURY, GLOUCESTER COUNTY, AT THE NORTH EDGE OF
 JU0675'TOWN, AT BRIDGE 8.10, AND ON THE SOUTHWEST ABUTMENT.  A COPPER
 JU0675'BOLT.
 JU0675
 JU0675                          STATION RECOVERY (1934)
 JU0675
 JU0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JU0675'RECOVERED IN GOOD CONDITION.
 JU0675
 JU0675                          STATION RECOVERY (2002)
 JU0675
 JU0675'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 JU0675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0633 ***********************************************************************
 KV0633  DESIGNATION -  COPPER BOLT 1 ELRR
 KV0633  PID         -  KV0633
 KV0633  STATE/COUNTY-  NJ/MORRIS
 KV0633  USGS QUAD   -  MORRISTOWN (1981)
 KV0633
 KV0633                         *CURRENT SURVEY CONTROL
 KV0633  ___________________________________________________________________
 KV0633* NAD 83(1986)-  40 50 23.     (N)    074 28 44.     (W)     SCALED    
 KV0633* NAVD 88     -       128.617  (meters)     421.97   (feet)  ADJUSTED  
 KV0633  ___________________________________________________________________
 KV0633  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KV0633  DYNAMIC HT  -         128.561 (meters)     421.79  (feet)  COMP
 KV0633  MODELED GRAV-     980,185.6   (mgal)                       NAVD 88
 KV0633
 KV0633  VERT ORDER  -  SECOND    CLASS 0
 KV0633
 KV0633.The horizontal coordinates were scaled from a topographic map and have
 KV0633.an estimated accuracy of +/- 6 seconds.
 KV0633
 KV0633.The orthometric height was determined by differential leveling
 KV0633.and adjusted by the National Geodetic Survey in June 1991..
 KV0633
 KV0633.The geoid height was determined by GEOID03.
 KV0633
 KV0633.The dynamic height is computed by dividing the NAVD 88
 KV0633.geopotential number by the normal gravity value computed on the
 KV0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0633.degrees latitude (g = 980.6199 gals.).
 KV0633
 KV0633.The modeled gravity was interpolated from observed gravity values.
 KV0633
 KV0633;                    North         East    Units  Estimated Accuracy
 KV0633;SPC NJ       -   222,750.      151,780.      MT  (+/- 180 meters Scaled)
 KV0633
 KV0633                          SUPERSEDED SURVEY CONTROL
 KV0633
 KV0633  NGVD 29 (??/??/??)  128.880  (m)          422.83   (f) ADJUSTED    2 0
 KV0633
 KV0633.Superseded values are not recommended for survey control.
 KV0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0633.See file dsdata.txt to determine how the superseded data were derived.
 KV0633
 KV0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL439210(NAD 83)
 KV0633_MARKER: B = BOLT
 KV0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0633_SP_SET: CONCRETE POST
 KV0633_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0633+STABILITY: SURFACE MOTION
 KV0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0633+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1991
 KV0633
 KV0633  HISTORY     - Date     Condition        Report By
 KV0633  HISTORY     - 1933     MONUMENTED       ELRR
 KV0633  HISTORY     - 1935     GOOD             CGS
 KV0633  HISTORY     - 19910709 SEE DESCRIPTION  NJGS
 KV0633
 KV0633                          STATION DESCRIPTION
 KV0633
 KV0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0633'3.1 MI N FROM MORRISTOWN.
 KV0633'3.1 MILES NORTH ALONG THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 KV0633'FROM THE MORRIS STREET UNDERPASS AT MORRISTOWN, MORRIS COUNTY,
 KV0633'3-3/4 POLES SOUTH OF MILEPOST 33, AND BETWEEN THE TWO TRACKS.
 KV0633'A COPPER BOLT, SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 KV0633'DELAWARE, LACKAWANNA AND WESTERN RAILROAD IN NOW THE ERIE
 KV0633'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV0633
 KV0633                          STATION RECOVERY (1991)
 KV0633
 KV0633'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV0633'THE STATION WAS SEARCHED FOR AND NOT RECOVERED.  THE STATION IS
 KV0633'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0635 ***********************************************************************
 KV0635  DESIGNATION -  COPPER BOLT 2 ELRR
 KV0635  PID         -  KV0635
 KV0635  STATE/COUNTY-  NJ/MORRIS
 KV0635  USGS QUAD   -  MORRISTOWN (1981)
 KV0635
 KV0635                         *CURRENT SURVEY CONTROL
 KV0635  ___________________________________________________________________
 KV0635* NAD 83(1986)-  40 48 42.     (N)    074 28 41.     (W)     SCALED    
 KV0635* NAVD 88     -       106.229  (meters)     348.52   (feet)  ADJUSTED  
 KV0635  ___________________________________________________________________
 KV0635  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV0635  DYNAMIC HT  -         106.182 (meters)     348.37  (feet)  COMP
 KV0635  MODELED GRAV-     980,186.9   (mgal)                       NAVD 88
 KV0635
 KV0635  VERT ORDER  -  SECOND    CLASS 0
 KV0635
 KV0635.The horizontal coordinates were scaled from a topographic map and have
 KV0635.an estimated accuracy of +/- 6 seconds.
 KV0635
 KV0635.The orthometric height was determined by differential leveling
 KV0635.and adjusted by the National Geodetic Survey in June 1991..
 KV0635
 KV0635.The geoid height was determined by GEOID03.
 KV0635
 KV0635.The dynamic height is computed by dividing the NAVD 88
 KV0635.geopotential number by the normal gravity value computed on the
 KV0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0635.degrees latitude (g = 980.6199 gals.).
 KV0635
 KV0635.The modeled gravity was interpolated from observed gravity values.
 KV0635
 KV0635;                    North         East    Units  Estimated Accuracy
 KV0635;SPC NJ       -   219,640.      151,850.      MT  (+/- 180 meters Scaled)
 KV0635
 KV0635                          SUPERSEDED SURVEY CONTROL
 KV0635
 KV0635  NGVD 29 (??/??/??)  106.503  (m)          349.42   (f) ADJUSTED    2 0
 KV0635
 KV0635.Superseded values are not recommended for survey control.
 KV0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0635.See file dsdata.txt to determine how the superseded data were derived.
 KV0635
 KV0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL440179(NAD 83)
 KV0635_MARKER: B = BOLT
 KV0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0635+STABILITY: SURFACE MOTION
 KV0635
 KV0635  HISTORY     - Date     Condition        Report By
 KV0635  HISTORY     - 1935     MONUMENTED       ELRR
 KV0635  HISTORY     - 1935     GOOD             CGS
 KV0635
 KV0635                          STATION DESCRIPTION
 KV0635
 KV0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0635'1.2 MI N FROM MORRISTOWN.
 KV0635'1.2 MILES NORTH ALONG THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 KV0635'FROM THE MORRIS STREET UNDERPASS AT MORRISTOWN, MORRIS COUNTY,
 KV0635'2 POLES SOUTH OF ELECTRIC BRIDGE 309, AND BETWEEN THE TRACKS.
 KV0635'A COPPER BOLT, SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 KV0635'DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW ERIE LACKAWANNA
 KV0635'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0670 ***********************************************************************
 KV0670  DESIGNATION -  COPPER BOLT 3 ELRR
 KV0670  PID         -  KV0670
 KV0670  STATE/COUNTY-  NJ/UNION
 KV0670  USGS QUAD   -  ROSELLE (1995)
 KV0670
 KV0670                         *CURRENT SURVEY CONTROL
 KV0670  ___________________________________________________________________
 KV0670* NAD 83(1986)-  40 42 54.     (N)    074 21 07.     (W)     SCALED    
 KV0670* NAVD 88     -       110.327  (meters)     361.96   (feet)  ADJUSTED  
 KV0670  ___________________________________________________________________
 KV0670  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KV0670  DYNAMIC HT  -         110.279 (meters)     361.81  (feet)  COMP
 KV0670  MODELED GRAV-     980,191.4   (mgal)                       NAVD 88
 KV0670
 KV0670  VERT ORDER  -  SECOND    CLASS 0
 KV0670
 KV0670.The horizontal coordinates were scaled from a topographic map and have
 KV0670.an estimated accuracy of +/- 6 seconds.
 KV0670
 KV0670.The orthometric height was determined by differential leveling
 KV0670.and adjusted by the National Geodetic Survey in June 1991..
 KV0670
 KV0670.The geoid height was determined by GEOID03.
 KV0670
 KV0670.The dynamic height is computed by dividing the NAVD 88
 KV0670.geopotential number by the normal gravity value computed on the
 KV0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0670.degrees latitude (g = 980.6199 gals.).
 KV0670
 KV0670.The modeled gravity was interpolated from observed gravity values.
 KV0670
 KV0670;                    North         East    Units  Estimated Accuracy
 KV0670;SPC NJ       -   208,910.      162,510.      MT  (+/- 180 meters Scaled)
 KV0670
 KV0670                          SUPERSEDED SURVEY CONTROL
 KV0670
 KV0670  NGVD 29 (??/??/??)  110.624  (m)          362.94   (f) ADJUSTED    2 0
 KV0670
 KV0670.Superseded values are not recommended for survey control.
 KV0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0670.See file dsdata.txt to determine how the superseded data were derived.
 KV0670
 KV0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL547073(NAD 83)
 KV0670_MARKER: B = BOLT
 KV0670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0670_SP_SET: SIGNAL TOWER BASE
 KV0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0670
 KV0670  HISTORY     - Date     Condition        Report By
 KV0670  HISTORY     - 1935     MONUMENTED       ELRR
 KV0670  HISTORY     - 1935     GOOD             CGS
 KV0670
 KV0670                          STATION DESCRIPTION
 KV0670
 KV0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0670'AT SUMMIT.
 KV0670'AT SUMMIT, UNION COUNTY, ON THE DELAWARE, LACKAWANNA AND WESTERN
 KV0670'RAILROAD, IN THE TOP OF THE BASE OF SIGNAL TOWER M 198, AND 20 FEET
 KV0670'SOUTHEAST OF THE CENTERLINE OF THE MAIN TRACK.  A COPPER BOLT.
 KV0670'NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE
 KV0670'ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE
 KV0670'LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1404 ***********************************************************************
 KV1404  DESIGNATION -  COPPER BOLT CNJRR
 KV1404  PID         -  KV1404
 KV1404  STATE/COUNTY-  NJ/SOMERSET
 KV1404  USGS QUAD   -  RARITAN (1981)
 KV1404
 KV1404                         *CURRENT SURVEY CONTROL
 KV1404  ___________________________________________________________________
 KV1404* NAD 83(1986)-  40 35 33.     (N)    074 41 04.     (W)     SCALED    
 KV1404* NAVD 88     -        26.112  (meters)      85.67   (feet)  ADJUSTED  
 KV1404  ___________________________________________________________________
 KV1404  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KV1404  DYNAMIC HT  -          26.100 (meters)      85.63  (feet)  COMP
 KV1404  MODELED GRAV-     980,177.5   (mgal)                       NAVD 88
 KV1404
 KV1404  VERT ORDER  -  FIRST     CLASS II
 KV1404
 KV1404.The horizontal coordinates were scaled from a topographic map and have
 KV1404.an estimated accuracy of +/- 6 seconds.
 KV1404
 KV1404.The orthometric height was determined by differential leveling
 KV1404.and adjusted by the National Geodetic Survey in June 1991..
 KV1404
 KV1404.The geoid height was determined by GEOID03.
 KV1404
 KV1404.The dynamic height is computed by dividing the NAVD 88
 KV1404.geopotential number by the normal gravity value computed on the
 KV1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1404.degrees latitude (g = 980.6199 gals.).
 KV1404
 KV1404.The modeled gravity was interpolated from observed gravity values.
 KV1404
 KV1404;                    North         East    Units  Estimated Accuracy
 KV1404;SPC NJ       -   195,320.      134,390.      MT  (+/- 180 meters Scaled)
 KV1404
 KV1404                          SUPERSEDED SURVEY CONTROL
 KV1404
 KV1404  NGVD 29 (??/??/??)   26.379  (m)           86.55   (f) ADJUSTED    1 2
 KV1404
 KV1404.Superseded values are not recommended for survey control.
 KV1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1404.See file dsdata.txt to determine how the superseded data were derived.
 KV1404
 KV1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK267935(NAD 83)
 KV1404_MARKER: B = BOLT
 KV1404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1404_SP_SET: BRIDGE WALL
 KV1404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1404
 KV1404  HISTORY     - Date     Condition        Report By
 KV1404  HISTORY     - UNK      MONUMENTED       CNJRR
 KV1404  HISTORY     - 1935     GOOD             CGS
 KV1404  HISTORY     - 20021130 MARK NOT FOUND   USPSQD
 KV1404  HISTORY     - 20060730 GOOD             GEOCAC
 KV1404
 KV1404                          STATION DESCRIPTION
 KV1404
 KV1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1404'1.8 MI W FROM BOUND BROOK.
 KV1404'1.8 MILES WEST ALONG THE CENTRAL RAILROAD CO. OF NEW JERSEY
 KV1404'RAILROAD FROM THE RARITAN RIVER AND CANAL AT BOUND BROOK,
 KV1404'SOMERSET COUNTY, AT BRIDGE 31.84, AT THE EAST END OF THE SOUTH
 KV1404'WING WALL, AND IN THE TOP OF THE SECOND STONE.
 KV1404
 KV1404                          STATION RECOVERY (2002)
 KV1404
 KV1404'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV1404'MARK NOT FOUND.
 KV1404
 KV1404                          STATION RECOVERY (2006)
 KV1404
 KV1404'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV1404'LOCATED ON WEST END OF SOUTH WINGWALL.  SURROUNDED BY CHISELED LETTERS
 KV1404'B M L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2885 ***********************************************************************
 JU2885  DESIGNATION -  CORBIN
 JU2885  PID         -  JU2885
 JU2885  STATE/COUNTY-  NJ/ATLANTIC
 JU2885  USGS QUAD   -  MARMORA (1994)
 JU2885
 JU2885                         *CURRENT SURVEY CONTROL
 JU2885  ___________________________________________________________________
 JU2885* NAD 83(1996)-  39 18 09.94966(N)    074 44 28.24407(W)     ADJUSTED  
 JU2885* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2885  ___________________________________________________________________
 JU2885  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 JU2885  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JU2885
 JU2885  HORZ ORDER  -  THIRD
 JU2885
 JU2885.The horizontal coordinates were established by classical geodetic methods
 JU2885.and adjusted by the National Geodetic Survey in September 1999..
 JU2885
 JU2885.The orthometric height was scaled from a topographic map.
 JU2885
 JU2885.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2885
 JU2885.The geoid height was determined by GEOID03.
 JU2885
 JU2885;                    North         East     Units Scale Factor Converg.
 JU2885;SPC NJ       -    52,137.178   129,198.937   MT  0.99990533   -0 09 10.0
 JU2885;SPC NJ       -   171,053.39    423,880.18   sFT  0.99990533   -0 09 10.0
 JU2885;UTM  18      - 4,350,407.408   522,315.961   MT  0.99960613   +0 09 50.2
 JU2885
 JU2885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2885!SPC NJ       -   1.00000514  x   0.99990533  =   0.99991047
 JU2885!UTM  18      -   1.00000514  x   0.99960613  =   0.99961126
 JU2885
 JU2885:                Primary Azimuth Mark                     Grid Az
 JU2885:SPC NJ       -  NORTH ELECTRIC TOWER                     095 31 32.9
 JU2885:UTM  18      -  NORTH ELECTRIC TOWER                     095 12 32.7
 JU2885
 JU2885|---------------------------------------------------------------------|
 JU2885| PID    Reference Object                     Distance      Geod. Az  |
 JU2885|                                                           dddmmss.s |
 JU2885| JU2880 NORTH ELECTRIC TOWER                APPROX. 5.6 KM 0952222.9 |
 JU2885| CB1381 CORBIN RM 1                          25.141 METERS 09617     |
 JU2885| JU2881 SOUTH ELECTRIC TOWER                APPROX. 5.6 KM 0965044.4 |
 JU2885| CB1382 CORBIN RM 2                          21.711 METERS 22623     |
 JU2885|---------------------------------------------------------------------|
 JU2885
 JU2885                          SUPERSEDED SURVEY CONTROL
 JU2885
 JU2885  NAD 83(1986)-  39 18 09.93642(N)    074 44 28.24681(W) AD(       ) 3
 JU2885  NAD 27      -  39 18 09.52300(N)    074 44 29.66300(W) AD(       ) 3
 JU2885
 JU2885.Superseded values are not recommended for survey control.
 JU2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2885.See file dsdata.txt to determine how the superseded data were derived.
 JU2885
 JU2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2231650407(NAD 83)
 JU2885_MARKER: DS = TRIANGULATION STATION DISK
 JU2885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2885
 JU2885  HISTORY     - Date     Condition        Report By
 JU2885  HISTORY     - 1935     MONUMENTED       CGS
 JU2885  HISTORY     - 1950     GOOD             CGS
 JU2885
 JU2885                          STATION DESCRIPTION
 JU2885
 JU2885'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2885'THIS STATION IS LOCATED IN THE EDGE OF THE MARSH ON A SMALL RISE
 JU2885'OF GROUND COVERED WITH BUSHES ON PROPERTY OWNED BY FRANK GANDY
 JU2885'OF CORBIN CITY.  THE STATION IS TO THE NE OF CORBIN CITY.
 JU2885'
 JU2885'TO REACH STATION BY TRUCK, STARTING FROM THE CENTER OF BRIDGE
 JU2885'OVER TUCKAHOE RIVER ON THE OUTSKIRTS OF TUCKAHOE, N.J., PROCEED
 JU2885'TOWARD CORBIN CITY ON N.J. HIGHWAY 50 FOR 0.6 MILE THEN TURN
 JU2885'TO RIGHT.  THE REAR OF A CHURCH WITH STEEPLE WILL BE ON THE
 JU2885'LEFT JUST BEFORE TURNING OFF ON COUNTRY ROAD TO RIGHT.  A BELL
 JU2885'CAN BE SEEN IN THE STEEPLE AND A WIND-VANE ON TOP.  TWO LARGE
 JU2885'CEDAR TREES ARE ON THE RIGHT SIDE OF THE HIGHWAY AT THIS
 JU2885'POINT.  ONE IS IN A YARD IN FRONT OF A TWO-STORY HOUSE.  THE
 JU2885'ROAD PASSES BETWEEN THESE TWO CEDARS.  WHEN LOOKING DOWN THIS
 JU2885'COUNTRY ROAD AT ITS JUNCTION WITH THE HIGHWAY THE SPOT WHERE
 JU2885'THE STATION IS LOCATED MAY BE SEEN.  PROCEED ON COUNTRY
 JU2885'ROAD THROUGH FIELDS, TURN RIGHT 0.3 MILE, PASS DESERTED
 JU2885'FARMHOUSE ON RIGHT, THEN LONE CEDAR TREE ON LEFT.  TAKE LEFT
 JU2885'FORK 0.4 MILE TO EDGE OF MARSH.  TURN LEFT, FOLLOW EDGE OF
 JU2885'MARSH 0.15 MILE TO STATION.  THE STATION IS 34.77 METERS TO S
 JU2885'OF FENCE LINE.
 JU2885'
 JU2885'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2885'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU2885'
 JU2885'REFERENCE MARK NO.1 IS IN LINE WITH N AND S ELECTRIC TOWERS IN
 JU2885'THE TRANSMISSION LINE AND REFERENCE MARK NO. 2 IS IN LINE WITH
 JU2885'CHURCH STEEPLE IN TUCKAHOE WHICH SHOWS ABOVE TREE
 JU2885'LINE.  REFERENCE MARK NO.1 IS 7.71 METERS FROM FENCE LINE.
 JU2885'
 JU2885'ALL DISKS STAMPED CORBIN 1935.  REFERENCE MARKS STAMPED 1 AND
 JU2885'2 RESPECTIVELY.
 JU2885'
 JU2885'A 16-FOOT TOWER WAS NECESSARY TO SEE OVER THE MARSH AND
 JU2885'BUSHES.  NO MAIN SCHEME STATIONS WERE VISIBLE FROM THE GROUND.
 JU2885'
 JU2885'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 JU2885
 JU2885                          STATION RECOVERY (1950)
 JU2885
 JU2885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2885'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 JU2885'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED
 JU2885'WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED
 JU2885'DESCRIPTION IS ADEQUATE AND CORRECT WITH THE FOLLOWING EXCEPTION--
 JU2885'
 JU2885'THE CHURCH STEEPLE IN TUCKAHOE NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3192 ***********************************************************************
 JU3192  DESIGNATION -  CORK
 JU3192  PID         -  JU3192
 JU3192  STATE/COUNTY-  NJ/CAMDEN
 JU3192  USGS QUAD   -  PHILADELPHIA (1994)
 JU3192
 JU3192                         *CURRENT SURVEY CONTROL
 JU3192  ___________________________________________________________________
 JU3192* NAD 83(1996)-  39 55 13.06039(N)    075 07 41.91437(W)     ADJUSTED  
 JU3192* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3192  ___________________________________________________________________
 JU3192  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 JU3192  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU3192
 JU3192  HORZ ORDER  -  THIRD
 JU3192
 JU3192.The horizontal coordinates were established by classical geodetic methods
 JU3192.and adjusted by the National Geodetic Survey in September 1999..
 JU3192
 JU3192.The orthometric height was scaled from a topographic map.
 JU3192
 JU3192.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3192
 JU3192.The geoid height was determined by GEOID03.
 JU3192
 JU3192;                    North         East     Units Scale Factor Converg.
 JU3192;SPC NJ       -   120,854.279    96,289.073   MT  0.99993550   -0 24 11.6
 JU3192;SPC NJ       -   396,502.75    315,908.40   sFT  0.99993550   -0 24 11.6
 JU3192;SPC PA S     -    68,499.865   824,103.883   MT  1.00000206   +1 42 03.4
 JU3192;SPC PA S     -   224,736.64  2,703,747.49   sFT  1.00000206   +1 42 03.4
 JU3192;UTM  18      - 4,418,918.634   489,034.810   MT  0.99960148   -0 04 56.4
 JU3192
 JU3192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3192!SPC NJ       -   1.00000505  x   0.99993550  =   0.99994055
 JU3192!SPC PA S     -   1.00000505  x   1.00000206  =   1.00000711
 JU3192!UTM  18      -   1.00000505  x   0.99960148  =   0.99960653
 JU3192
 JU3192:                Primary Azimuth Mark                     Grid Az
 JU3192:SPC NJ       -  CAMDEN EAVANSON LEVER TK USE             034 17 28.2
 JU3192:SPC PA S     -  CAMDEN EAVANSON LEVER TK USE             032 11 13.2
 JU3192:UTM  18      -  CAMDEN EAVANSON LEVER TK USE             033 58 13.0
 JU3192
 JU3192|---------------------------------------------------------------------|
 JU3192| PID    Reference Object                     Distance      Geod. Az  |
 JU3192|                                                           dddmmss.s |
 JU3192| JU3044 CAMDEN EAVANSON LEVER TK USE        APPROX. 0.8 KM 0335316.6 |
 JU3192| JU3190 CAMDEN ARMSTRONG CORK CHIMNEY       313.503 METERS 08535     |
 JU3192| CB1383 CORK RM 1                            14.635 METERS 16053     |
 JU3192| JU3127 PHILADELPHIA CAMPHOR CHIM USE       APPROX. 1.0 KM 2341826.7 |
 JU3192| JU3121 PHILADELPHIA BAUGHS CHIM USE        APPROX. 1.1 KM 2963944.4 |
 JU3192| JU3210 CAMDEN READING TERM CHIMNEY         APPROX. 0.8 KM 3453937.1 |
 JU3192| CB1384 CORK RM 2                             4.510 METERS 34910     |
 JU3192|---------------------------------------------------------------------|
 JU3192
 JU3192                          SUPERSEDED SURVEY CONTROL
 JU3192
 JU3192  NAD 83(1991)-  39 55 13.05685(N)    075 07 41.91417(W) AD(       ) 3
 JU3192  NAD 83(1986)-  39 55 13.05291(N)    075 07 41.91659(W) AD(       ) 3
 JU3192  NAD 27      -  39 55 12.65100(N)    075 07 43.27700(W) AD(       ) 3
 JU3192
 JU3192.Superseded values are not recommended for survey control.
 JU3192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3192.See file dsdata.txt to determine how the superseded data were derived.
 JU3192
 JU3192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8903518919(NAD 83)
 JU3192_MARKER: DD = SURVEY DISK
 JU3192_SETTING: 0 = UNSPECIFIED SETTING
 JU3192
 JU3192  HISTORY     - Date     Condition        Report By
 JU3192  HISTORY     - 1925     MONUMENTED       USE
 JU3192  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3192
 JU3192                          STATION DESCRIPTION
 JU3192
 JU3192'DESCRIBED BY US ENGINEERS 1925 (LDG)
 JU3192'LOCATED ON ARMSTRONG CORK COMPANY COAL PIER AT FOOT OF JEFFERSON
 JU3192'STREET, CAMDEN, NEW JERSEY.  STATION MARK IS STANDARD
 JU3192'U.S.E.D. MARK CEMENTED IN DRILLED HOLE IN CONCRETE
 JU3192'BULKHEAD.  REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN
 JU3192'DRILLED HOLES IN CONCRETE BULKHEAD.  STATION IS 13 FEET BELOW
 JU3192'UPPER CORNER MOORING POST.  AND 2 FEET FROM OUTER EDGE OF
 JU3192'BULKHEAD.  WHEN DOCK IS LOADED WITH COAL, STATION IS COVERED
 JU3192'WITH A FEW INCHES OF COAL, BUT CAN EASILY BE FOUND BY SCRAPING
 JU3192'ALONG BULKHEAD.
 JU3192'
 JU3192'THIS IS A TRIANGULATION STATION OF THE UNITED STATES ENGINEERS.
 JU3192'
 JU3192'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
 JU3192
 JU3192                          STATION RECOVERY (1946)
 JU3192
 JU3192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3192'AT TIME LOCATION WAS VISITED BY RECOVERY PARTY, COAL WAS TOO
 JU3192'DEEP ON PIER FOR SEARCH TO BE MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4048 ***********************************************************************
 KV4048  DESIGNATION -  CORN
 KV4048  PID         -  KV4048
 KV4048  STATE/COUNTY-  NJ/HUDSON
 KV4048  USGS QUAD   -  WEEHAWKEN (1995)
 KV4048
 KV4048                         *CURRENT SURVEY CONTROL
 KV4048  ___________________________________________________________________
 KV4048* NAD 83(1996)-  40 48 30.50330(N)    074 02 01.14478(W)     ADJUSTED  
 KV4048* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4048  ___________________________________________________________________
 KV4048  LAPLACE CORR-           7.41  (seconds)                    DEFLEC99
 KV4048  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KV4048
 KV4048  HORZ ORDER  -  THIRD
 KV4048
 KV4048.The horizontal coordinates were established by classical geodetic methods
 KV4048.and adjusted by the National Geodetic Survey in September 1999..
 KV4048
 KV4048.The orthometric height was scaled from a topographic map.
 KV4048
 KV4048.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4048
 KV4048.The geoid height was determined by GEOID03.
 KV4048
 KV4048;                    North         East     Units Scale Factor Converg.
 KV4048;SPC NJ       -   219,384.887   189,345.819   MT  0.99991905   +0 18 17.2
 KV4048;SPC NJ       -   719,765.25    621,212.07   sFT  0.99991905   +0 18 17.2
 KV4048;SPC NY L     -    71,270.739   297,160.573   MT  0.99999516   -0 01 19.2
 KV4048;SPC NY L     -   233,827.42    974,934.31   sFT  0.99999516   -0 01 19.2
 KV4048;UTM  18      - 4,517,945.343   581,506.776   MT  0.99968177   +0 37 53.7
 KV4048
 KV4048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4048!SPC NJ       -   1.00000489  x   0.99991905  =   0.99992394
 KV4048!SPC NY L     -   1.00000489  x   0.99999516  =   1.00000005
 KV4048!UTM  18      -   1.00000489  x   0.99968177  =   0.99968666
 KV4048
 KV4048:                Primary Azimuth Mark                     Grid Az
 KV4048:SPC NJ       -  FAT                                      022 56 11.6
 KV4048:SPC NY L     -  FAT                                      023 15 48.0
 KV4048:UTM  18      -  FAT                                      022 36 35.1
 KV4048
 KV4048|---------------------------------------------------------------------|
 KV4048| PID    Reference Object                     Distance      Geod. Az  |
 KV4048|                                                           dddmmss.s |
 KV4048| KV4017 FAT                                 APPROX. 1.2 KM 0231428.8 |
 KV4048| CB5800 CORN RM 1                                          05919     |
 KV4048| CB5801 CORN RM 2                                          28457     |
 KV4048| KV4058 ROUND                               220.560 METERS 29330     |
 KV4048|---------------------------------------------------------------------|
 KV4048
 KV4048                          SUPERSEDED SURVEY CONTROL
 KV4048
 KV4048  NAD 83(1996)-  40 48 30.50317(N)    074 02 01.14490(W) AD(       ) 3
 KV4048  NAD 83(1996)-  40 48 30.50200(N)    074 02 01.14652(W) AD(       ) 3
 KV4048  NAD 83(1992)-  40 48 30.50111(N)    074 02 01.14734(W) AD(       ) 3
 KV4048  NAD 83(1986)-  40 48 30.50507(N)    074 02 01.14274(W) AD(       ) 3
 KV4048  NAD 27      -  40 48 30.14300(N)    074 02 02.63800(W) AD(       ) 3
 KV4048
 KV4048.Superseded values are not recommended for survey control.
 KV4048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4048.See file dsdata.txt to determine how the superseded data were derived.
 KV4048
 KV4048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8150717945(NAD 83)
 KV4048_MARKER: DS = TRIANGULATION STATION DISK
 KV4048_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4048_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4048
 KV4048  HISTORY     - Date     Condition        Report By
 KV4048  HISTORY     - 1914     MONUMENTED       CGS
 KV4048  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV4048
 KV4048                          STATION DESCRIPTION
 KV4048
 KV4048'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV4048'STATION IS ON THE E SIDE OF HACKENSACK RIVER, ABOUT 25 METERS
 KV4048'FROM THE SHORE, 1/3 MILE BELOW THE MOUTH OF BELLMAN CREEK, 5/16
 KV4048'MILE ABOVE CROMAKILL CREEK JUST ABOVE THE MOUTH OF LITTLE FLAT
 KV4048'CREEK, AND 1/2 MILE SW OF THE CHIMNEY OF BABBITTS SOAP FACTORY.
 KV4048'
 KV4048'THE STATION IS MARKED BY A STANDARD BRASS DISK CEMENTED IN THE
 KV4048'TOP OF A 4-INCH TILE PIPE WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 KV4048'
 KV4048'A BURIED BOTTLE SERVES AS SUBSURFACE MARK.
 KV4048'
 KV4048'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CEMENT CONTAINED IN
 KV4048'A 3-INCH TILE PIPE WHICH PROJECTS 2 INCHES ABOVE THE GROUND, ARE
 KV4048'PLACED RESPECTIVELY 31.45 FEET N 70 DEG E AND 30.55 FEET S 45 DEG
 KV4048'W FROM THE STATION.
 KV4048
 KV4048                          STATION RECOVERY (1932)
 KV4048
 KV4048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4048'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2918 ***********************************************************************
 JU2918  DESIGNATION -  CORSON INLET COAST GUARD LOT
 JU2918  PID         -  JU2918
 JU2918  STATE/COUNTY-  NJ/CAPE MAY
 JU2918  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2918
 JU2918                         *CURRENT SURVEY CONTROL
 JU2918  ___________________________________________________________________
 JU2918* NAD 83(1996)-  39 12 03.85972(N)    074 39 02.73968(W)     ADJUSTED  
 JU2918* NAVD 88     -                                                        
 JU2918  ___________________________________________________________________
 JU2918  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 JU2918  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 JU2918
 JU2918  HORZ ORDER  -  THIRD
 JU2918
 JU2918.The horizontal coordinates were established by classical geodetic methods
 JU2918.and adjusted by the National Geodetic Survey in September 1999..
 JU2918
 JU2918
 JU2918.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2918
 JU2918.The geoid height was determined by GEOID03.
 JU2918
 JU2918;                    North         East     Units Scale Factor Converg.
 JU2918;SPC NJ       -    40,831.568   136,978.458   MT  0.99990209   -0 05 43.0
 JU2918;SPC NJ       -   133,961.57    449,403.49   sFT  0.99990209   -0 05 43.0
 JU2918;UTM  18      - 4,339,148.249   530,155.475   MT  0.99961120   +0 13 14.6
 JU2918
 JU2918                          SUPERSEDED SURVEY CONTROL
 JU2918
 JU2918  NAD 83(1986)-  39 12 03.83960(N)    074 39 02.74085(W) AD(       ) 4
 JU2918  NAD 27      -  39 12 03.42900(N)    074 39 04.16900(W) AD(       ) 3
 JU2918
 JU2918.Superseded values are not recommended for survey control.
 JU2918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2918.See file dsdata.txt to determine how the superseded data were derived.
 JU2918
 JU2918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3015539148(NAD 83)
 JU2918_MARKER: 57 = LOOKOUT TOWER
 JU2918
 JU2918  HISTORY     - Date     Condition        Report By
 JU2918  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2918  HISTORY     - 20060224 MARK NOT FOUND   GEOCAC
 JU2918
 JU2918                          STATION DESCRIPTION
 JU2918
 JU2918'DESCRIBED BY GEOCACHING 2006 (WD)
 JU2918'THERE IS NO LOOKOUT TOWER AT THE LOCATION OF THE PUBLISHED
 JU2918'COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2608 ***********************************************************************
 JU2608  DESIGNATION -  COTTAGE 1935
 JU2608  PID         -  JU2608
 JU2608  STATE/COUNTY-  NJ/OCEAN
 JU2608  USGS QUAD   -  SEASIDE PARK (1989)
 JU2608
 JU2608                         *CURRENT SURVEY CONTROL
 JU2608  ___________________________________________________________________
 JU2608* NAD 83(1996)-  39 55 52.85109(N)    074 07 12.85496(W)     ADJUSTED  
 JU2608* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2608  ___________________________________________________________________
 JU2608  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 JU2608  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU2608
 JU2608  HORZ ORDER  -  THIRD
 JU2608
 JU2608.The horizontal coordinates were established by classical geodetic methods
 JU2608.and adjusted by the National Geodetic Survey in September 1999..
 JU2608
 JU2608.The orthometric height was scaled from a topographic map.
 JU2608
 JU2608.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2608
 JU2608.The geoid height was determined by GEOID03.
 JU2608
 JU2608;                    North         East     Units Scale Factor Converg.
 JU2608;SPC NJ       -   121,961.459   182,458.635   MT  0.99991297   +0 14 37.5
 JU2608;SPC NJ       -   400,135.22    598,616.37   sFT  0.99991297   +0 14 37.5
 JU2608;UTM  18      - 4,420,507.964   575,171.942   MT  0.99966956   +0 33 53.0
 JU2608
 JU2608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2608!SPC NJ       -   1.00000509  x   0.99991297  =   0.99991806
 JU2608!UTM  18      -   1.00000509  x   0.99966956  =   0.99967465
 JU2608
 JU2608:                Primary Azimuth Mark                     Grid Az
 JU2608:SPC NJ       -  SEASIDE HEIGHTS STANDPIPE                069 22 08.1
 JU2608:UTM  18      -  SEASIDE HEIGHTS STANDPIPE                069 02 52.6
 JU2608
 JU2608|---------------------------------------------------------------------|
 JU2608| PID    Reference Object                     Distance      Geod. Az  |
 JU2608|                                                           dddmmss.s |
 JU2608| JU2600 SEASIDE HEIGHTS STANDPIPE           APPROX. 3.9 KM 0693645.6 |
 JU2608| JU0213 SEASIDE PARK                        APPROX. 3.7 KM 1204823.9 |
 JU2608|---------------------------------------------------------------------|
 JU2608
 JU2608                          SUPERSEDED SURVEY CONTROL
 JU2608
 JU2608  NAD 83(1986)-  39 55 52.84521(N)    074 07 12.85155(W) AD(       ) 3
 JU2608  NAD 27      -  39 55 52.41400(N)    074 07 14.36300(W) AD(       ) 3
 JU2608
 JU2608.Superseded values are not recommended for survey control.
 JU2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2608.See file dsdata.txt to determine how the superseded data were derived.
 JU2608
 JU2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7517220508(NAD 83)
 JU2608_MARKER: I = METAL ROD
 JU2608_SETTING: 0 = UNSPECIFIED SETTING
 JU2608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2608
 JU2608  HISTORY     - Date     Condition        Report By
 JU2608  HISTORY     - 1935     MONUMENTED       CGS
 JU2608  HISTORY     - 1951     SEE DESCRIPTION  CGS
 JU2608
 JU2608                          STATION DESCRIPTION
 JU2608
 JU2608'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2608'STATION IS LOCATED ON THE S SHORE OF TOMS RIVER, E OF THE TOWN
 JU2608'OF OCEAN GATE.  IT IS LOCATED ON A POINT JUST E OF THE LAST
 JU2608'(EASTERLY) COTTAGE ALONG THE SHORE.  IT IS A NEW JERSEY DEPARTMENT
 JU2608'OF COMMERCE AND NAVIGATION STATION AND IS MARKED WITH A CONCRETE
 JU2608'MONUMENT, HAVING AN IRON PIPE IN THE CENTER.
 JU2608'
 JU2608'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 JU2608
 JU2608                          STATION RECOVERY (1951)
 JU2608
 JU2608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2608'STATION DESTROYED.  THE MONUMENT WAS FOUND LYING ON THE SHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4170 ***********************************************************************
 KV4170  DESIGNATION -  COUNTY 1913
 KV4170  PID         -  KV4170
 KV4170  STATE/COUNTY-  NJ/BERGEN
 KV4170  USGS QUAD   -  ORANGE (1981)
 KV4170
 KV4170                         *CURRENT SURVEY CONTROL
 KV4170  ___________________________________________________________________
 KV4170* NAD 83(1996)-  40 48 39.11856(N)    074 08 16.25388(W)     ADJUSTED  
 KV4170* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV4170  ___________________________________________________________________
 KV4170  LAPLACE CORR-           6.12  (seconds)                    DEFLEC99
 KV4170  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KV4170
 KV4170  HORZ ORDER  -  THIRD
 KV4170
 KV4170.The horizontal coordinates were established by classical geodetic methods
 KV4170.and adjusted by the National Geodetic Survey in September 1999..
 KV4170
 KV4170.The orthometric height was scaled from a topographic map.
 KV4170
 KV4170.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4170
 KV4170.The geoid height was determined by GEOID03.
 KV4170
 KV4170;                    North         East     Units Scale Factor Converg.
 KV4170;SPC NJ       -   219,609.079   180,553.607   MT  0.99991149   +0 14 12.1
 KV4170;SPC NJ       -   720,500.79    592,366.29   sFT  0.99991149   +0 14 12.1
 KV4170;SPC NY L     -    71,545.102   288,369.080   MT  0.99999513   -0 05 24.6
 KV4170;SPC NY L     -   234,727.56    946,090.89   sFT  0.99999513   -0 05 24.6
 KV4170;UTM  18      - 4,518,119.341   572,715.555   MT  0.99966508   +0 33 48.6
 KV4170
 KV4170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4170!SPC NJ       -   1.00000478  x   0.99991149  =   0.99991627
 KV4170!SPC NY L     -   1.00000478  x   0.99999513  =   0.99999991
 KV4170!UTM  18      -   1.00000478  x   0.99966508  =   0.99966986
 KV4170
 KV4170:                Primary Azimuth Mark                     Grid Az
 KV4170:SPC NJ       -  D L AND W RR CHIMNEY                     015 53 15.9
 KV4170:SPC NY L     -  D L AND W RR CHIMNEY                     016 12 52.6
 KV4170:UTM  18      -  D L AND W RR CHIMNEY                     015 33 39.4
 KV4170
 KV4170|---------------------------------------------------------------------|
 KV4170| PID    Reference Object                     Distance      Geod. Az  |
 KV4170|                                                           dddmmss.s |
 KV4170| KV4185 D L AND W RR CHIMNEY                APPROX. 1.5 KM 0160728.0 |
 KV4170| KV4183 DANCE                               238.725 METERS 18430     |
 KV4170| KV4180 NORTH ISLAND                        APPROX. 0.6 KM 1894707.8 |
 KV4170| KV4182 CHIMNEY NEAR CIDER                  APPROX. 0.6 KM 2342300.4 |
 KV4170| KV4152 JOINT                               103.850 METERS 28759     |
 KV4170|---------------------------------------------------------------------|
 KV4170
 KV4170                          SUPERSEDED SURVEY CONTROL
 KV4170
 KV4170  NAD 83(1996)-  40 48 39.11832(N)    074 08 16.25417(W) AD(       ) 3
 KV4170  NAD 83(1986)-  40 48 39.11520(N)    074 08 16.26181(W) AD(       ) 3
 KV4170  NAD 27      -  40 48 38.75700(N)    074 08 17.72700(W) AD(       ) 3
 KV4170
 KV4170.Superseded values are not recommended for survey control.
 KV4170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4170.See file dsdata.txt to determine how the superseded data were derived.
 KV4170
 KV4170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7271618119(NAD 83)
 KV4170_MARKER: H = DRILL HOLE
 KV4170_SETTING: 0 = UNSPECIFIED SETTING
 KV4170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4170
 KV4170  HISTORY     - Date     Condition        Report By
 KV4170  HISTORY     - 1913     MONUMENTED       CGS
 KV4170  HISTORY     - 1932     SEE DESCRIPTION  CGS
 KV4170
 KV4170                          STATION DESCRIPTION
 KV4170
 KV4170'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4170'STATION IS ON THE E SIDE OF PASSAIC RIVER, ON THE E ABUTMENT OF
 KV4170'THE JOINT COUNTY BRIDGE AND 4.9 FEET FROM THE SW CORNER OF ITS S
 KV4170'WALL.  THE STATION IS MARKED BY A DRILLED HOLE WITHIN A TRIANGLE
 KV4170'CUT IN THE STONE.
 KV4170
 KV4170                          STATION RECOVERY (1932)
 KV4170
 KV4170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4170'STATION RECOVERED IN GOOD CONDITION FROM THE ORIGINAL DESCRIPTION.
 KV4170'
 KV4170'A COMPLETE DESCRIPTION FOLLOWS--
 KV4170'
 KV4170'THIS STATION IS ON THE E SIDE OF THE PASSAIC RIVER, IN THE
 KV4170'VICINITY OF LYNDHURST W OF THE INTERSECTION OF RIVERSIDE DRIVE AND
 KV4170'KINGSLAND AVENUES, ATOP THE E ABUTMENT ON THE S SIDE OF THE JOINT
 KV4170'COUNTY BRIDGE.
 KV4170'
 KV4170'STATION IS MARKED BY A TRIANGLE CUT IN THE STONE ABUTMENT.
 KV4170'
 KV4170'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4170'
 KV4170'NORMAL TO S FACE OF STONE ABUTMENT 1.52 METERS
 KV4170'
 KV4170'NORMAL TO CENTER LINE OF ROADWAY 5.35 METERS
 KV4170'
 KV4170'TO SE CORNER OF BRIDGE TENDERS HOUSE 12.15 METERS
 KV4170'
 KV4170'THERE IS SUFFICIENT ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD
 KV4170'SET-UPS ON THE STONE ABUTMENT.  VISIBILITY IS POOR EXCEPT TO THE
 KV4170'S AND W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3921 ***********************************************************************
 KV3921  DESIGNATION -  COURT
 KV3921  PID         -  KV3921
 KV3921  STATE/COUNTY-  NJ/BERGEN
 KV3921  USGS QUAD   -  WEEHAWKEN (1995)
 KV3921
 KV3921                         *CURRENT SURVEY CONTROL
 KV3921  ___________________________________________________________________
 KV3921* NAD 83(1996)-  40 52 29.70859(N)    074 02 22.78319(W)     ADJUSTED  
 KV3921* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV3921  ___________________________________________________________________
 KV3921  LAPLACE CORR-           7.56  (seconds)                    DEFLEC99
 KV3921  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 KV3921
 KV3921  HORZ ORDER  -  THIRD
 KV3921
 KV3921.The horizontal coordinates were established by classical geodetic methods
 KV3921.and adjusted by the National Geodetic Survey in September 1999..
 KV3921
 KV3921.The orthometric height was scaled from a topographic map.
 KV3921
 KV3921.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3921
 KV3921.The geoid height was determined by GEOID03.
 KV3921
 KV3921;                    North         East     Units Scale Factor Converg.
 KV3921;SPC NJ       -   226,760.379   188,799.929   MT  0.99991852   +0 18 04.5
 KV3921;SPC NJ       -   743,963.01    619,421.10   sFT  0.99991852   +0 18 04.5
 KV3921;SPC NY L     -    78,649.789   296,656.747   MT  0.99999499   -0 01 33.4
 KV3921;SPC NY L     -   258,036.85    973,281.34   sFT  0.99999499   -0 01 33.4
 KV3921;UTM  18      - 4,525,315.848   580,918.939   MT  0.99968059   +0 37 42.6
 KV3921
 KV3921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3921!SPC NJ       -   1.00000473  x   0.99991852  =   0.99992325
 KV3921!SPC NY L     -   1.00000473  x   0.99999499  =   0.99999972
 KV3921!UTM  18      -   1.00000473  x   0.99968059  =   0.99968532
 KV3921
 KV3921:                Primary Azimuth Mark                     Grid Az
 KV3921:SPC NJ       -  BROAD                                    002 56 59.4
 KV3921:SPC NY L     -  BROAD                                    003 16 37.3
 KV3921:UTM  18      -  BROAD                                    002 37 21.3
 KV3921
 KV3921|---------------------------------------------------------------------|
 KV3921| PID    Reference Object                     Distance      Geod. Az  |
 KV3921|                                                           dddmmss.s |
 KV3921| KV3880 BROAD                               466.487 METERS 0031503.9 |
 KV3921| KV3881 HURST                               APPROX. 0.5 KM 0290457.7 |
 KV3921| KV3897 SMITH MILL STACK                    APPROX. 0.6 KM 0335657.2 |
 KV3921| KV3885 VALVOLINE USAE                      481.724 METERS 0363510.1 |
 KV3921| KV3896 BOGOTA SCHOOL 2 FLAGSTAFF           APPROX. 1.0 KM 0591955.3 |
 KV3921| KV3920 HOUSE                               360.687 METERS 08808     |
 KV3921| KV3958 OIL                                 APPROX. 0.8 KM 1644525.9 |
 KV3921| CB5803 COURT RM 2                                         20116     |
 KV3921| CB5802 COURT RM 1                                         34632     |
 KV3921|---------------------------------------------------------------------|
 KV3921
 KV3921                          SUPERSEDED SURVEY CONTROL
 KV3921
 KV3921  NAD 83(1996)-  40 52 29.70845(N)    074 02 22.78330(W) AD(       ) 3
 KV3921  NAD 83(1996)-  40 52 29.70761(N)    074 02 22.78472(W) AD(       ) 3
 KV3921  NAD 83(1992)-  40 52 29.70508(N)    074 02 22.78511(W) AD(       ) 3
 KV3921  NAD 83(1986)-  40 52 29.71528(N)    074 02 22.78294(W) AD(       ) 3
 KV3921  NAD 27      -  40 52 29.35300(N)    074 02 24.28300(W) AD(       ) 3
 KV3921
 KV3921.Superseded values are not recommended for survey control.
 KV3921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3921.See file dsdata.txt to determine how the superseded data were derived.
 KV3921
 KV3921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8091925316(NAD 83)
 KV3921_MARKER: DS = TRIANGULATION STATION DISK
 KV3921_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV3921_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV3921
 KV3921  HISTORY     - Date     Condition        Report By
 KV3921  HISTORY     - 1914     MONUMENTED       CGS
 KV3921  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV3921
 KV3921                          STATION DESCRIPTION
 KV3921
 KV3921'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV3921'STATION IS ON THE W SIDE OF HACKENSACK RIVER, IN HACKENSACK, ABOUT
 KV3921'1/8 MILE FROM RIVER SHORE, 1/3 MILE SSE OF THE COURTHOUSE,
 KV3921'250 METERS (820 FEET) E OF THE TROLLEY LINE, 275 METERS (902 FEET)
 KV3921'N OF HACKENSACK GAS WORKS.
 KV3921'
 KV3921'THE STATION IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP
 KV3921'OF A 4-INCH TILE PIPE AND SUNK FLUSH WITH THE GROUND.
 KV3921'
 KV3921'THE SUBSURFACE MARK IS A BURIED BOTTLE.
 KV3921'
 KV3921'TWO REFERENCE MARKS, EACH A COPPER NAIL CEMENTED IN A 3-INCH
 KV3921'TILE PIPE, ARE PLACED RESPECTIVELY 19.131 METERS (60.28 FEET) N
 KV3921'3 DEG W AND 19.269 METERS (63.22 FEET) S 31 DEG W FROM THE STATION.
 KV3921
 KV3921                          STATION RECOVERY (1932)
 KV3921
 KV3921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3921'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5802 ***********************************************************************
 KV5802  DESIGNATION -  COVERT
 KV5802  PID         -  KV5802
 KV5802  STATE/COUNTY-  NJ/SOMERSET
 KV5802  USGS QUAD   -  BOUND BROOK (1995)
 KV5802
 KV5802                         *CURRENT SURVEY CONTROL
 KV5802  ___________________________________________________________________
 KV5802* NAD 83(1996)-  40 31 23.72112(N)    074 34 33.72641(W)     ADJUSTED  
 KV5802* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 KV5802  ___________________________________________________________________
 KV5802  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 KV5802  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KV5802
 KV5802  HORZ ORDER  -  FIRST
 KV5802
 KV5802.The horizontal coordinates were established by classical geodetic methods
 KV5802.and adjusted by the National Geodetic Survey in September 1999..
 KV5802
 KV5802.The orthometric height was scaled from a topographic map.
 KV5802
 KV5802.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5802
 KV5802.The geoid height was determined by GEOID03.
 KV5802
 KV5802;                    North         East     Units Scale Factor Converg.
 KV5802;SPC NJ       -   187,613.532   143,557.544   MT  0.99990051   -0 02 57.9
 KV5802;SPC NJ       -   615,528.73    470,988.38   sFT  0.99990051   -0 02 57.9
 KV5802;UTM  18      - 4,485,922.466   535,911.823   MT  0.99961587   +0 16 31.7
 KV5802
 KV5802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5802!SPC NJ       -   1.00000056  x   0.99990051  =   0.99990107
 KV5802!UTM  18      -   1.00000056  x   0.99961587  =   0.99961643
 KV5802
 KV5802:                Primary Azimuth Mark                     Grid Az
 KV5802:SPC NJ       -  AIRWAY BEACON 70                         010 54 06.4
 KV5802:UTM  18      -  AIRWAY BEACON 70                         010 34 36.8
 KV5802
 KV5802|---------------------------------------------------------------------|
 KV5802| PID    Reference Object                     Distance      Geod. Az  |
 KV5802|                                                           dddmmss.s |
 KV5802| KV5804 AIRWAY BEACON 70                    APPROX. 6.4 KM 0105108.5 |
 KV5802| CB5804 COVERT RM 1                          30.946 METERS 01419     |
 KV5802| KV5798 ZARE                                APPROX. 2.6 KM 0385731.4 |
 KV5802| CB5805 COVERT RM 2                          36.607 METERS 28735     |
 KV5802| KV5813 AIRWAY BEACON 69                    APPROX.15.9 KM 2953927.4 |
 KV5802| KV5819 AIRWAY BEACON 68                    APPROX.21.2 KM 2975956.0 |
 KV5802|---------------------------------------------------------------------|
 KV5802
 KV5802                          SUPERSEDED SURVEY CONTROL
 KV5802
 KV5802  NAD 83(1986)-  40 31 23.72197(N)    074 34 33.72893(W) AD(       ) 1
 KV5802  NAD 27      -  40 31 23.34900(N)    074 34 35.16600(W) AD(       ) 1
 KV5802
 KV5802.Superseded values are not recommended for survey control.
 KV5802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5802.See file dsdata.txt to determine how the superseded data were derived.
 KV5802
 KV5802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3591285922(NAD 83)
 KV5802_MARKER: DS = TRIANGULATION STATION DISK
 KV5802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5802_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5802
 KV5802  HISTORY     - Date     Condition        Report By
 KV5802  HISTORY     - 1933     MONUMENTED       CGS
 KV5802  HISTORY     - 1977     GOOD             NGS
 KV5802  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV5802
 KV5802                          STATION DESCRIPTION
 KV5802
 KV5802'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 KV5802'THE STATION IS ABOUT 1-1/2 MILES N OF E MILLSTONE, ABOUT 8 MILES
 KV5802'W OF NEW BRUNSWICK.
 KV5802'
 KV5802'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KV5802'SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A, AND 11B.
 KV5802'
 KV5802'REFERENCE MARK NO.1 IS N OF THE STATION AT THE SE CORNER OF
 KV5802'SMALL BUILDING, 55 FEET NW OF NW CORNER OF DWELLING, AND 1 FOOT W
 KV5802'OF FENCE.  IT PROJECTS 6 INCHES.  REFERENCE MARK NO.2 IS W OF THE
 KV5802'STATION, 1 FOOT S OF THE FENCE AND 169 FEET W OF DWELLING.  IT
 KV5802'PROJECTS 8 INCHES.
 KV5802'
 KV5802'AZIMUTH MARK IS A GREY TANK (NEAR LONE STACK ABOUT 2 MILES
 KV5802'NW).  ALSO A CROSS IN CEMETERY WITH YELLOW HUMAN FIGURE, ABOUT 2
 KV5802'MILES W.
 KV5802'
 KV5802'TO REACH STATION FROM E MILLSTONE.  GO E ON MAIN ROAD 0.5 MILE
 KV5802'FROM THE SMALL BRIDGE OVER THE DELAWARE AND RARITAN CANAL, AND TURN
 KV5802'LEFT (N) ON T-ROAD JUST BEFORE CROSSING RAIROAD TRACKS.  PROCEED N
 KV5802'1.2 MILES AND TURN W AT JOGGED CROSSROADS.  GO 0.5 MILE W AND TURN
 KV5802'RIGHT (N) INTO LANE INTO A.S. COVERTS HOUSE, GO 0.1 MILE TO
 KV5802'HOUSE.  THE STATION IS 56 FEET SW OF THE SW CORNER OF THE HOUSE,
 KV5802'28 FEET W OF THE CENTER LINE OF THE ROAD, AND 59 FEET NW OF
 KV5802'POWER LINE POLE NO. 2699.  THE MARK IS 10 INCHES BELOW THE
 KV5802'SURFACE.
 KV5802
 KV5802                          STATION RECOVERY (1977)
 KV5802
 KV5802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KV5802'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KV5802'AS PREVIOUSLY DESCRIBED.  THIS STATION WAS NOT OCCUPIED AT THIS
 KV5802'DATE.
 KV5802'
 KV5802'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5802'1-1/2 MILES NORTH OF EAST MILLSTONE.
 KV5802
 KV5802                          STATION RECOVERY (2001)
 KV5802
 KV5802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV5802'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2963 ***********************************************************************
 JU2963  DESIGNATION -  COXALL
 JU2963  PID         -  JU2963
 JU2963  STATE/COUNTY-  NJ/CAPE MAY
 JU2963  USGS QUAD   -  RIO GRANDE (1994)
 JU2963
 JU2963                         *CURRENT SURVEY CONTROL
 JU2963  ___________________________________________________________________
 JU2963* NAD 83(1996)-  39 00 47.55149(N)    074 57 00.44204(W)     ADJUSTED  
 JU2963* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 JU2963  ___________________________________________________________________
 JU2963  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 JU2963  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 JU2963
 JU2963  HORZ ORDER  -  SECOND
 JU2963
 JU2963.The horizontal coordinates were established by classical geodetic methods
 JU2963.and adjusted by the National Geodetic Survey in September 1999..
 JU2963
 JU2963.The orthometric height was scaled from a topographic map.
 JU2963
 JU2963.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2963
 JU2963.The geoid height was determined by GEOID03.
 JU2963
 JU2963;                    North         East     Units Scale Factor Converg.
 JU2963;SPC NJ       -    20,063.087   111,018.547   MT  0.99991870   -0 17 00.1
 JU2963;SPC NJ       -    65,823.64    364,233.35   sFT  0.99991870   -0 17 00.1
 JU2963;UTM  18      - 4,318,243.557   504,318.152   MT  0.99960023   +0 01 53.0
 JU2963
 JU2963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2963!SPC NJ       -   1.00000497  x   0.99991870  =   0.99992367
 JU2963!UTM  18      -   1.00000497  x   0.99960023  =   0.99960520
 JU2963
 JU2963|---------------------------------------------------------------------|
 JU2963| PID    Reference Object                     Distance      Geod. Az  |
 JU2963|                                                           dddmmss.s |
 JU2963| CB1389 COXALL RM 1                          25.932 METERS 05215     |
 JU2963| CB1390 COXALL RM 2                          39.289 METERS 12937     |
 JU2963| HU1294 CAPE MAY                            APPROX. 8.9 KM 1853726.3 |
 JU2963|---------------------------------------------------------------------|
 JU2963
 JU2963                          SUPERSEDED SURVEY CONTROL
 JU2963
 JU2963  NAD 83(1991)-  39 00 47.53459(N)    074 57 00.45003(W) AD(       ) 2
 JU2963  NAD 83(1986)-  39 00 47.52954(N)    074 57 00.45313(W) AD(       ) 2
 JU2963  NAD 27      -  39 00 47.12500(N)    074 57 01.82500(W) AD(       ) 2
 JU2963
 JU2963.Superseded values are not recommended for survey control.
 JU2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2963.See file dsdata.txt to determine how the superseded data were derived.
 JU2963
 JU2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0431818244(NAD 83)
 JU2963_MARKER: DS = TRIANGULATION STATION DISK
 JU2963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2963_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU2963
 JU2963  HISTORY     - Date     Condition        Report By
 JU2963  HISTORY     - 1933     MONUMENTED       CGS
 JU2963  HISTORY     - 1936     GOOD             CGS
 JU2963  HISTORY     - 1974     MARK NOT FOUND   NGS
 JU2963  HISTORY     - 1977     MARK NOT FOUND   NGS
 JU2963
 JU2963                          STATION DESCRIPTION
 JU2963
 JU2963'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU2963'STATION IS ON THE W SIDE OF CAPE MAY POINT ABOUT 4-1/2 NAUTICAL
 JU2963'MILES N OF CAPE MAY LIGHTHOUSE.  STATION IS 1/2 MILE N OF MOUTH
 JU2963'OF COXALL CREEK, 38 FEET E OF EDGE OF BANK, 55 FEET E OF HIGH
 JU2963'WATER LINE, 25 FEET NE OF NE CORNER OF SUMMER COTTAGE AND 64
 JU2963'FEET S OF CENTER LINE OF DIRT ROAD.  STATION MARK IS IN SANDY
 JU2963'EARTH AND PROJECTS ONE INCH.
 JU2963'
 JU2963'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2963'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A, AND 11B.
 JU2963'
 JU2963'REFERENCE MARK NO.1 IS N OF THE STATION AND PROJECTS 3
 JU2963'INCHES.  IT IS 30 FEET N OF CENTER LINE OF DIRT ROAD AND 90 FEET
 JU2963'E OF HIGH WATER LINE.
 JU2963'
 JU2963'REFERENCE MARK NO. 2 IS E OF STATION AND PROJECTS 2 INCHES.  IT
 JU2963'IS ABOUT 170 FEET INSHORE ON SANDY, GRASS COVERED EARTH.
 JU2963
 JU2963                          STATION RECOVERY (1936)
 JU2963
 JU2963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (EHK)
 JU2963'THE ORIGINAL DESCRIPTION IS ADEQUATE.  ALL MARKS WERE IN GOOD
 JU2963'CONDITION.
 JU2963'
 JU2963'THE STATION IS ABOUT ONE MILE N OF COXALL CREEK INSTEAD OF 1/2
 JU2963'MILE AS STATED IN THE ORIGINAL DESCRIPTION.
 JU2963
 JU2963                          STATION RECOVERY (1974)
 JU2963
 JU2963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU2963'A SEARCH WAS MADE FOR THE STATION AND NO MARKS WERE FOUND.  IT
 JU2963'IS BELIEVED ALL MARKS WERE WASHED AWAY BY HIGH WATER SOME TIME
 JU2963'IN THE PAST.
 JU2963'
 JU2963'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2963'4 MILES NORTH OF CAPE MAY.
 JU2963
 JU2963                          STATION RECOVERY (1977)
 JU2963
 JU2963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RPD)
 JU2963'STATION WAS SEARCHED FOR BUT NOT FOUND.  THE COASTLINE HAS BEEN
 JU2963'ALTERED CONSIDERABLY-40 FT. ERODED ACCORDING TO LOCAL RESIDENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2543 ***********************************************************************
 LY2543  DESIGNATION -  CRAGMERE
 LY2543  PID         -  LY2543
 LY2543  STATE/COUNTY-  NJ/BERGEN
 LY2543  USGS QUAD   -  RAMSEY (1995)
 LY2543
 LY2543                         *CURRENT SURVEY CONTROL
 LY2543  ___________________________________________________________________
 LY2543* NAD 83(1996)-  41 05 32.51947(N)    074 07 53.29713(W)     ADJUSTED  
 LY2543* NAVD 88     -       181.5    (meters)     595.     (feet)  GPS OBS   
 LY2543  ___________________________________________________________________
 LY2543  X           -   1,316,287.629 (meters)                     COMP
 LY2543  Y           -  -4,630,515.485 (meters)                     COMP
 LY2543  Z           -   4,170,257.759 (meters)                     COMP
 LY2543  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 LY2543  ELLIP HEIGHT-         149.66  (meters)          (10/23/02) GPS OBS
 LY2543  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LY2543
 LY2543  HORZ ORDER  -  FIRST
 LY2543  ELLP ORDER  -  FOURTH    CLASS I
 LY2543
 LY2543.The horizontal coordinates were established by classical geodetic methods
 LY2543.and adjusted by the National Geodetic Survey in May 1999..
 LY2543
 LY2543.The orthometric height was determined by GPS observations and a
 LY2543.high-resolution geoid model.
 LY2543
 LY2543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2543
 LY2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2543
 LY2543.The ellipsoidal height was determined by GPS observations
 LY2543.and is referenced to NAD 83.
 LY2543
 LY2543.The geoid height was determined by GEOID03.
 LY2543
 LY2543;                    North         East     Units Scale Factor Converg.
 LY2543;SPC NJ       -   250,869.728   180,959.827   MT  0.99991179   +0 14 32.0
 LY2543;SPC NJ       -   823,061.77    593,699.03   sFT  0.99991179   +0 14 32.0
 LY2543;SPC NY E     -   250,869.728   180,959.827   MT  0.99991179   +0 14 32.0
 LY2543;SPC NY E     -   823,061.77    593,699.03   sFT  0.99991179   +0 14 32.0
 LY2543;UTM  18      - 4,549,374.100   572,942.902   MT  0.99966548   +0 34 15.2
 LY2543
 LY2543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2543!SPC NJ       -   0.99997653  x   0.99991179  =   0.99988832
 LY2543!SPC NY E     -   0.99997653  x   0.99991179  =   0.99988832
 LY2543!UTM  18      -   0.99997653  x   0.99966548  =   0.99964201
 LY2543
 LY2543|---------------------------------------------------------------------|
 LY2543| PID    Reference Object                     Distance      Geod. Az  |
 LY2543|                                                           dddmmss.s |
 LY2543| CB3898 CRAGMERE RM 1                        24.482 METERS 05846     |
 LY2543| LY2533 MONSEY W UNION MICROWAVE SE TR      APPROX. 5.1 KM 0621054.5 |
 LY2543| LY2532 MONSEY MUNICIPAL STANDPIPE          APPROX. 4.8 KM 0653242.3 |
 LY2543| CB3899 CRAGMERE RM 2                        25.942 METERS 29808     |
 LY2543| LY2541 MAHWAH SAM BRAEN CO MAST            APPROX. 4.2 KM 2982211.5 |
 LY2543| LY2540 BALD                                APPROX. 6.6 KM 2992619.3 |
 LY2543| LY2542 MAHWAH MUN STANDPIPE 1964            34.630 METERS 31617     |
 LY2543|---------------------------------------------------------------------|
 LY2543
 LY2543                          SUPERSEDED SURVEY CONTROL
 LY2543
 LY2543  ELLIP H (05/14/99)  149.67   (m)                       GP(       ) 4 1
 LY2543  NAD 83(1996)-  41 05 32.51946(N)    074 07 53.29715(W) AD(       ) 1
 LY2543  NAD 83(1986)-  41 05 32.52069(N)    074 07 53.29802(W) AD(       ) 1
 LY2543  NAD 27      -  41 05 32.17665(N)    074 07 54.77849(W) AD(       ) 1
 LY2543  NGVD 29 (07/19/86)  181.7    (m)          596.     (f) VERT ANG       
 LY2543
 LY2543.Superseded values are not recommended for survey control.
 LY2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2543.See file dsdata.txt to determine how the superseded data were derived.
 LY2543
 LY2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7294349374(NAD 83)
 LY2543_MARKER: DS = TRIANGULATION STATION DISK
 LY2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2543_SP_SET: CONCRETE POST
 LY2543_STAMPING: CRAGMERE 1964
 LY2543_MARK LOGO: CGS   
 LY2543_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2543+STABILITY: SURFACE MOTION
 LY2543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2543+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 LY2543
 LY2543  HISTORY     - Date     Condition        Report By
 LY2543  HISTORY     - 1964     MONUMENTED       CGS
 LY2543  HISTORY     - 1964     GOOD             CGS
 LY2543  HISTORY     - 19920130 GOOD             NJGS
 LY2543
 LY2543                          STATION DESCRIPTION
 LY2543
 LY2543'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CFK)
 LY2543'THE STATION IS ON A HILL IN THE EAST SECTION OF MAHWAH KNOWN
 LY2543'AS CRAGMERE, ABOUT 2 MILES SOUTHEAST OF SUFFERN NEW YORK, 1/2
 LY2543'MILE SOUTHWEST OF THE NEW YORK-NEW JERSEY STATE LINE AND ON
 LY2543'THE PROPERTY OF THE TOWN OF MAHWAH.  IT IS 13.4 FEET WEST OF
 LY2543'THE NORTHWEST CORNER OF A SMALL ROCK BUILDING, 19.3 FEET
 LY2543'NORTHEAST OF A CHAIN LINK FENCE 42.8 FEET SOUTHWEST OF THE SOUTH
 LY2543'SIDE OF A WATER RESERVOIR AND 94.50 FEET SOUTHEAST OF A
 LY2543'STANDPIPE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LY2543'CRAGMERE 1964.
 LY2543'
 LY2543'TO REACH FROM THE INTERSECTION OF FRANKLIN TURNPIKE AND MILLER
 LY2543'ROAD ABOUT 200 FEET EAST OF THE POST OFFICE IN MAHWAH GO EAST
 LY2543'ON MILLER ROAD FOR 0.55 MILE TO A SIDE ROAD RIGHT (BEVERIDGE
 LY2543'ROAD).  TURN RIGHT AND GO SOUTH ON BEVERIDGE ROAD FOR 0.15
 LY2543'MILE TO A CROSSROAD (MAHWAH ROAD).  TURN LEFT AND GO EAST ON
 LY2543'MAHWAH ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT JUST
 LY2543'SOUTHEAST OF THE STANDPIPE.
 LY2543'
 LY2543'REFERENCE MARK 1 IS 6 INCHES NORTHWEST OF THE CHAIN LINK FENCE,
 LY2543'24.6 FEET EAST OF A FIRE HYDRANT AND 54.5 FEET SOUTHEAST OF THE
 LY2543'UNDERGROUND WATER RESERVOIR.  THE MONUMENT PROJECTS 2 INCHES
 LY2543'AND THE DISK IS STAMPED CRAGMERE NO 1 1964.
 LY2543'
 LY2543'REFERENCE MARK 2 IS 6 INCHES NORTHEAST OF THE CHAIN LINK
 LY2543'FENCE, 41 FEET WEST OF THE WATER RESERVOIR AND 27.4 FEET
 LY2543'SOUTHWEST OF THE STANDPIPE.  THE MONUMENT PROJECTS 2 INCHES
 LY2543'AND THE DISK IS STAMPED CRAGMERE NO 2 1964.
 LY2543'
 LY2543'HEIGHT OF LIGHT ABOVE STATION MARK 30.42 METERS.
 LY2543
 LY2543                          STATION RECOVERY (1964)
 LY2543
 LY2543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LY2543'RECOVERED IN GOOD CONDITION.
 LY2543
 LY2543                          STATION RECOVERY (1992)
 LY2543
 LY2543'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 LY2543'THE STATION IS LOCATED IN THE TOWNSHIP OF MAHWAH ON THE GROUNDS OF THE
 LY2543'MAHWAH WATER DEPARTMENT STANDPIPE.  TO REACH THE STATION FROM THE
 LY2543'RAMP LEADING FROM THE NORTHBOUND LANES OF THE GARDEN STATE PARKWAY
 LY2543'ONTO STATE HIGHWAY 17 AT INTERCHANGE 163, GO ABOUT 9.5 MI (15.3 KM)
 LY2543'NORTHWEST ON STATE HIGHWAY 17 TO THE JUNCTION WITH THE FRANKLIN
 LY2543'TURNPIKE, COUNTY ROAD 507.  TAKE THE EXIT RAMP FOR MAHWAH AND SUFFERN
 LY2543'AND GO 1.7 MI (2.7 KM) NORTH NORTHWEST ON THE FRANKLIN TURNPIKE TO
 LY2543'THE JUNCTION WITH MILLER ROAD.  TURN RIGHT AND GO 0.55 MI (0.89 KM)
 LY2543'EAST ON MILLER ROAD TO THE JUNCTION WITH BEVERIDGE ROAD.  TURN RIGHT
 LY2543'AND GO SOUTH FOR 0.15 MI (0.24 KM) ON BEVERIDGE ROAD TO THE JUNCTION
 LY2543'WITH MAHWAH ROAD.  TURN LEFT AND GO 0.15 MI (0.24 KM) EAST ON MAHWAH
 LY2543'ROAD TO A CURVE TO THE RIGHT IN THE ROAD AND THE STANDPIPE COMPLEX
 LY2543'AHEAD.  TAKE DRIVEWAY INTO THE GROUNDS TO THE FENCE SURROUNDING THE
 LY2543'COMPLEX.  THE KEY TO OPEN THE GATE CAN BE OBTAINED FROM MR. KEN
 LY2543'OSBORN, 142 NORTH RAILROAD AVENUE, MAHWAH, NEW JERSEY PHONE  201 529
 LY2543'4413.  THE STATION IS 13.3 FT (4.1 M) WEST FROM THE NORTHWEST CORNER
 LY2543'OF THE ONE STORY STONE WELL HOUSE, 19.5 FT (5.9 M) NORTHWEST FROM THE
 LY2543'SOUTHWEST CORNER OF THE SAME BUILDING, 38.4 FT (11.7 M) NORTH FROM
 LY2543'THE WEST GATE POST, 19.0 FT (5.8 M) NORTHEAST FROM THE SOUTHWEST
 LY2543'FENCELINE, 53.5 FT (16.3 M) SOUTHWEST FROM A FIRE HYDRANT AND 98.7 FT
 LY2543'(30.1 M) SOUTHEAST FROM THE SOUTHEAST TANGENT POINT OF THE STANDPIPE.
 LY2543'THE STATION IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3578 ***********************************************************************
 KV3578  DESIGNATION -  CRAIG
 KV3578  PID         -  KV3578
 KV3578  STATE/COUNTY-  NJ/HUNTERDON
 KV3578  USGS QUAD   -  FRENCHTOWN (1997)
 KV3578
 KV3578                         *CURRENT SURVEY CONTROL
 KV3578  ___________________________________________________________________
 KV3578* NAD 83(1996)-  40 35 30.60085(N)    075 03 36.57683(W)     ADJUSTED  
 KV3578* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 KV3578  ___________________________________________________________________
 KV3578  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 KV3578  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KV3578
 KV3578  HORZ ORDER  -  SECOND
 KV3578
 KV3578.The horizontal coordinates were established by classical geodetic methods
 KV3578.and adjusted by the National Geodetic Survey in September 1999..
 KV3578
 KV3578.The orthometric height was scaled from a topographic map.
 KV3578
 KV3578.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3578
 KV3578.The geoid height was determined by GEOID03.
 KV3578
 KV3578;                    North         East     Units Scale Factor Converg.
 KV3578;SPC NJ       -   195,376.040   102,585.904   MT  0.99992766   -0 21 52.1
 KV3578;SPC NJ       -   640,996.22    336,567.25   sFT  0.99992766   -0 21 52.1
 KV3578;SPC PA S     -   143,205.695   827,656.752   MT  0.99996253   +1 44 42.5
 KV3578;SPC PA S     -   469,834.02  2,715,403.86   sFT  0.99996253   +1 44 42.5
 KV3578;UTM  18      - 4,493,450.063   494,909.349   MT  0.99960032   -0 02 20.9
 KV3578
 KV3578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3578!SPC NJ       -   0.99998404  x   0.99992766  =   0.99991170
 KV3578!SPC PA S     -   0.99998404  x   0.99996253  =   0.99994657
 KV3578!UTM  18      -   0.99998404  x   0.99960032  =   0.99958436
 KV3578
 KV3578|---------------------------------------------------------------------|
 KV3578| PID    Reference Object                     Distance      Geod. Az  |
 KV3578|                                                           dddmmss.s |
 KV3578| CB3901 CRAIG RM 1                           24.579 METERS 07927     |
 KV3578| KV5820 QUAKERTOWN METH CHURCH SPIRE        APPROX.10.5 KM 1063832.7 |
 KV3578| CB3900 CRAIG AZ MK                                        1522530.0 |
 KV3578| KV3579 RIEGEL RIDGE WATER TANK             APPROX. 5.2 KM 2953745.4 |
 KV3578| CB3902 CRAIG RM 2                           29.137 METERS 33937     |
 KV3578|---------------------------------------------------------------------|
 KV3578
 KV3578                          SUPERSEDED SURVEY CONTROL
 KV3578
 KV3578  NAD 83(1986)-  40 35 30.59836(N)    075 03 36.58018(W) AD(       ) 2
 KV3578  NAD 27      -  40 35 30.23200(N)    075 03 37.96200(W) AD(       ) 2
 KV3578
 KV3578.Superseded values are not recommended for survey control.
 KV3578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3578.See file dsdata.txt to determine how the superseded data were derived.
 KV3578
 KV3578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9490993450(NAD 83)
 KV3578_MARKER: DS = TRIANGULATION STATION DISK
 KV3578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3578_STAMPING: CRAIG 1942
 KV3578_MARK LOGO: CGS   
 KV3578_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3578+STABILITY: SURFACE MOTION
 KV3578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3578+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1993
 KV3578
 KV3578  HISTORY     - Date     Condition        Report By
 KV3578  HISTORY     - 1942     MONUMENTED       CGS
 KV3578  HISTORY     - 1984     MARK NOT FOUND   LOCENG
 KV3578  HISTORY     - 19930129 GOOD             NJGS
 KV3578
 KV3578                          STATION DESCRIPTION
 KV3578
 KV3578'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3578'STATION IS ABOUT 0.9 MILE W BY N OF MOUNT PLEASANT, A SMALL TOWN
 KV3578'ABOUT 2 MILES NE OF MILFORD.  IT IS IN A FENCE CORNER ABOUT 40 FEET
 KV3578'S OF THE CENTER OF A PAVED ROAD AND ON THE SHOULDER OF A CUT.  MARK
 KV3578'PROJECTS ABOUT 6 INCHES AND IS STAMPED CRAIG 1942.
 KV3578'
 KV3578'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KV3578'SET IN CONCRETE, AS DESCRIBED.
 KV3578'
 KV3578'REFERENCE MARK NO. 1 IS ACROSS THE ROAD NE OF THE STATION.  IT
 KV3578'PROJECTS ABOUT 4 INCHES AND IS STAMPED CRAIG NO.1 1942.
 KV3578'
 KV3578'REFERENCE MARK NO. 2 IS ACROSS THE ROAD NW OF THE STATION.  IT
 KV3578'PROJECTS ABOUT 6 INCHES AND IS STAMPED CRAIG NO.2 1942.
 KV3578'
 KV3578'THE AZIMUTH MARK IS ABOUT 0.3 MILE SE OF THE STATION.  IT IS SET
 KV3578'IN THE W ABUTMENT OF A CULVERT UNDER A FILL ON THE MILFORD-MOUNT
 KV3578'PLEASANT HIGHWAY.  IT IS A STANDARD DISK SET FLUSH WITH THE CULVERT
 KV3578'AND IS STAMPED CRAIG 1942.  TO REACH FROM THE STATION GO TOWARDS
 KV3578'MOUNT PLEASANT FOR 0.3 MILE TO A ROAD FORKS.  TURN RIGHT AND GO
 KV3578'ABOUT 150 YARDS TO THE FILL AND THE AZIMIUTH MARK ON THE RIGHT.
 KV3578'
 KV3578'TO REACH THE STATION FROM MOUNT PLEASANT GO WESTERLY FOR 0.65
 KV3578'MILE TO A FORKS.  TAKE LEFT FORK, LITTLE YORK ROAD, AND GO 0.3
 KV3578'MILE TO CREST OF HILL AND STATION ON THE LEFT.
 KV3578'
 KV3578'A 37-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT GAME.
 KV3578'
 KV3578'A 74-FOOT LIGHT AT PORTER 1929 IS VISIBLE FROM THE GROUND.
 KV3578'
 KV3578'AN 87-FOOT LIGHT AT FILAX IS VISIBLE FROM THE GROUND.
 KV3578
 KV3578                          STATION RECOVERY (1984)
 KV3578
 KV3578'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (EOC)
 KV3578'CRAIG 1942 AZ MARK NOT RECOVERED.
 KV3578
 KV3578                          STATION RECOVERY (1993)
 KV3578
 KV3578'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (ECB)
 KV3578'THE STATION IS LOCATED IN HOLLAND TOWNSHIP.  TO REACH THE STATION FROM
 KV3578'THE INTERSECTION OF COUNTY ROAD 619 AND COUNTY ROAD 519 SOUTH IN THE
 KV3578'BOROUGH OF MILFORD, GO SOUTH ON COUNTY ROAD 519 SOUTH FOR 6.1 MI (9.8
 KV3578'KM) TO THE TEE INTERSECTION WITH COUNTY ROAD 631 ON THE LEFT. TURN
 KV3578'LEFT AND GO EAST ON COUNTY ROAD 631 FOR 0.35 MI (0.56 KM) TO THE
 KV3578'STATION ON THE LEFT, SET FLUSH WITH THE GROUND UNDER A HEDGEROW, JUST
 KV3578'PAST A DRIVEWAY ON THE LEFT.  THE STATION IS 4.75 M (15.58 FT)
 KV3578'SOUTHEAST FROM POLE NUMBER NJ2HD AND 10.0 M (32.8 FT) SOUTHEAST FROM
 KV3578'THE CENTERLINE OF COUNTY ROAD 631.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6847 ***********************************************************************
 KV6847  DESIGNATION -  CRANFORD 1
 KV6847  PID         -  KV6847
 KV6847  STATE/COUNTY-  NJ/UNION
 KV6847  USGS QUAD   -  ROSELLE (1995)
 KV6847
 KV6847                         *CURRENT SURVEY CONTROL
 KV6847  ___________________________________________________________________
 KV6847* NAD 83(1996)-  40 38 30.99422(N)    074 17 19.91502(W)     ADJUSTED  
 KV6847* NAVD 88     -        24.4    (meters)      80.     (feet)  GPS OBS   
 KV6847  ___________________________________________________________________
 KV6847  X           -   1,312,392.694 (meters)                     COMP
 KV6847  Y           -  -4,665,505.035 (meters)                     COMP
 KV6847  Z           -   4,132,327.461 (meters)                     COMP
 KV6847  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 KV6847  ELLIP HEIGHT-          -8.22  (meters)          (10/23/02) GPS OBS
 KV6847  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KV6847
 KV6847  HORZ ORDER  -  FIRST
 KV6847  ELLP ORDER  -  FOURTH    CLASS I
 KV6847
 KV6847.The horizontal coordinates were established by GPS observations
 KV6847.and adjusted by the National Geodetic Survey in May 1999..
 KV6847
 KV6847.The orthometric height was determined by GPS observations and a
 KV6847.high-resolution geoid model.
 KV6847
 KV6847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6847
 KV6847.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6847
 KV6847.The ellipsoidal height was determined by GPS observations
 KV6847.and is referenced to NAD 83.
 KV6847
 KV6847.The geoid height was determined by GEOID03.
 KV6847
 KV6847;                    North         East     Units Scale Factor Converg.
 KV6847;SPC NJ       -   200,810.563   167,857.861   MT  0.99990392   +0 08 15.1
 KV6847;SPC NJ       -   658,825.99    550,713.67   sFT  0.99990392   +0 08 15.1
 KV6847;SPC NY L     -    52,817.570   275,565.229   MT  1.00000147   -0 11 20.2
 KV6847;SPC NY L     -   173,285.64    904,083.59   sFT  1.00000147   -0 11 20.2
 KV6847;UTM  18      - 4,499,253.613   560,130.237   MT  0.99964450   +0 27 47.5
 KV6847
 KV6847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6847!SPC NJ       -   1.00000129  x   0.99990392  =   0.99990521
 KV6847!SPC NY L     -   1.00000129  x   1.00000147  =   1.00000276
 KV6847!UTM  18      -   1.00000129  x   0.99964450  =   0.99964579
 KV6847
 KV6847:                Primary Azimuth Mark                     Grid Az
 KV6847:SPC NJ       -  CRANFORD 2                               020 14 18.7
 KV6847:SPC NY L     -  CRANFORD 2                               020 33 54.0
 KV6847:UTM  18      -  CRANFORD 2                               019 54 46.3
 KV6847
 KV6847|---------------------------------------------------------------------|
 KV6847| PID    Reference Object                     Distance      Geod. Az  |
 KV6847|                                                           dddmmss.s |
 KV6847| KV6848 CRANFORD 2                          416.614 METERS 0202233.8 |
 KV6847|---------------------------------------------------------------------|
 KV6847
 KV6847                          SUPERSEDED SURVEY CONTROL
 KV6847
 KV6847  ELLIP H (05/14/99)   -8.21   (m)                       GP(       ) 4 1
 KV6847  NAD 83(1996)-  40 38 30.99385(N)    074 17 19.91551(W) AD(       ) 1
 KV6847  NAD 83(1986)-  40 38 30.99299(N)    074 17 19.91685(W) AD(       ) 1
 KV6847
 KV6847.Superseded values are not recommended for survey control.
 KV6847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6847.See file dsdata.txt to determine how the superseded data were derived.
 KV6847
 KV6847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6013099254(NAD 83)
 KV6847_MARKER: DD = SURVEY DISK
 KV6847_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6847_SP_SET: CONCRETE SIDEWALK
 KV6847_STAMPING: CRANFORD 1 1991
 KV6847_MARK LOGO: NJHA  
 KV6847_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6847+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1992
 KV6847
 KV6847  HISTORY     - Date     Condition        Report By
 KV6847  HISTORY     - 1991     MONUMENTED       NJDT
 KV6847  HISTORY     - 19920814 GOOD             NJGS
 KV6847
 KV6847                          STATION DESCRIPTION
 KV6847
 KV6847'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6847'THE STATION IS LOCATED IN CRANFORD TOWNSHIP ON THE NORTH SIDE OF THE
 KV6847'BRIDGE CARRYING CENTENNIAL AVENUE OVER THE GARDEN STATE PARKWAY AT
 KV6847'INTERCHANGE 136.  TO REACH THE STATION FROM THE NORTHBOUND LANES OF
 KV6847'THE GARDEN STATE PARKWAY, GO NORTH ON THE EXIT RAMP FOR 0.15 MI
 KV6847'(0.24 KM) TO THE JUNCTION WITH CENTENNIAL AVENUE AND A TRAFFIC LIGHT.
 KV6847'TURN LEFT AND GO WEST ON CENTENNIAL AVENUE FOR 0.15 MI (0.24 KM) TO
 KV6847'THE STATION ON THE RIGHT, SET FLUSH IN THE CENTER OF THE NORTH BRIDGE
 KV6847'SIDEWALK.  THE STATION IS 3.1 FT (0.9 M) NORTH FROM THE NORTH CURB OF
 KV6847'CENTENNIAL AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6848 ***********************************************************************
 KV6848  DESIGNATION -  CRANFORD 2
 KV6848  PID         -  KV6848
 KV6848  STATE/COUNTY-  NJ/UNION
 KV6848  USGS QUAD   -  ROSELLE (1995)
 KV6848
 KV6848                         *CURRENT SURVEY CONTROL
 KV6848  ___________________________________________________________________
 KV6848* NAD 83(1996)-  40 38 43.65515(N)    074 17 13.74125(W)     ADJUSTED  
 KV6848* NAVD 88     -        22.1    (meters)      73.     (feet)  GPS OBS   
 KV6848  ___________________________________________________________________
 KV6848  X           -   1,312,462.979 (meters)                     COMP
 KV6848  Y           -  -4,665,219.210 (meters)                     COMP
 KV6848  Z           -   4,132,622.311 (meters)                     COMP
 KV6848  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 KV6848  ELLIP HEIGHT-         -10.50  (meters)          (10/23/02) GPS OBS
 KV6848  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KV6848
 KV6848  HORZ ORDER  -  FIRST
 KV6848  ELLP ORDER  -  FOURTH    CLASS I
 KV6848
 KV6848.The horizontal coordinates were established by GPS observations
 KV6848.and adjusted by the National Geodetic Survey in May 1999..
 KV6848
 KV6848.The orthometric height was determined by GPS observations and a
 KV6848.high-resolution geoid model.
 KV6848
 KV6848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6848
 KV6848.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6848
 KV6848.The ellipsoidal height was determined by GPS observations
 KV6848.and is referenced to NAD 83.
 KV6848
 KV6848.The geoid height was determined by GEOID03.
 KV6848
 KV6848;                    North         East     Units Scale Factor Converg.
 KV6848;SPC NJ       -   201,201.418   168,001.966   MT  0.99990399   +0 08 19.1
 KV6848;SPC NJ       -   660,108.32    551,186.45   sFT  0.99990399   +0 08 19.1
 KV6848;SPC NY L     -    53,207.636   275,711.573   MT  1.00000125   -0 11 16.2
 KV6848;SPC NY L     -   174,565.39    904,563.72   sFT  1.00000125   -0 11 16.2
 KV6848;UTM  18      - 4,499,645.180   560,272.081   MT  0.99964471   +0 27 51.7
 KV6848
 KV6848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6848!SPC NJ       -   1.00000165  x   0.99990399  =   0.99990564
 KV6848!SPC NY L     -   1.00000165  x   1.00000125  =   1.00000290
 KV6848!UTM  18      -   1.00000165  x   0.99964471  =   0.99964636
 KV6848
 KV6848:                Primary Azimuth Mark                     Grid Az
 KV6848:SPC NJ       -  CRANFORD 1                               200 14 18.7
 KV6848:SPC NY L     -  CRANFORD 1                               200 33 54.0
 KV6848:UTM  18      -  CRANFORD 1                               199 54 46.1
 KV6848
 KV6848|---------------------------------------------------------------------|
 KV6848| PID    Reference Object                     Distance      Geod. Az  |
 KV6848|                                                           dddmmss.s |
 KV6848| KV6847 CRANFORD 1                          416.614 METERS 2002237.8 |
 KV6848|---------------------------------------------------------------------|
 KV6848
 KV6848                          SUPERSEDED SURVEY CONTROL
 KV6848
 KV6848  ELLIP H (05/14/99)  -10.48   (m)                       GP(       ) 4 1
 KV6848  NAD 83(1996)-  40 38 43.65465(N)    074 17 13.74181(W) AD(       ) 1
 KV6848  NAD 83(1986)-  40 38 43.65456(N)    074 17 13.74314(W) AD(       ) 1
 KV6848
 KV6848.Superseded values are not recommended for survey control.
 KV6848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6848.See file dsdata.txt to determine how the superseded data were derived.
 KV6848
 KV6848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6027299645(NAD 83)
 KV6848_MARKER: DD = SURVEY DISK
 KV6848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6848_SP_SET: CONCRETE POST
 KV6848_STAMPING: CRANFORD 2 1991
 KV6848_MARK LOGO: NJHA  
 KV6848_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6848+STABILITY: SURFACE MOTION
 KV6848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6848+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1992
 KV6848
 KV6848  HISTORY     - Date     Condition        Report By
 KV6848  HISTORY     - 1991     MONUMENTED       NJDT
 KV6848  HISTORY     - 19920814 GOOD             NJGS
 KV6848
 KV6848                          STATION DESCRIPTION
 KV6848
 KV6848'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6848'THE STATION IS LOCATED IN CRANFORD TOWNSHIP ON THE EAST SIDE OF THE
 KV6848'NORTHBOUND LANES OF THE GARDEN STATE PARKWAY AT MILEPOINT 137.83. THE
 KV6848'STATION, A STANDARD NEW JERSEY HIGHWAY AUTHORITY SURVEY DISK, STAMPED
 KV6848'CRANFORD 2 1991, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT AND
 KV6848'IS SET FLUSH WITH THE GROUND ON TOP OF A GRASS KNOLL OPPOSITE THE
 KV6848'UNITED AUTO WORKERS BUILDING, A ONE STORY STUCCO STRUCTURE.  THE
 KV6848'STATION IS ABOUT 0.25 MI (0.40 KM) NORTH FROM THE BRIDGE CARRYING
 KV6848'CENTENNIAL AVENUE OVER THE GARDEN STATE PARKWAY.  THE STATION IS 17.4
 KV6848'FT (5.3 M) NORTHWEST FROM AND NORMAL TO A 5 FT (1.5 M) HIGH CHAIN
 KV6848'LINK FENCE ALONG THE RIGHT OF WAY LINE, 21.0 FT (6.4 M) SOUTHWEST
 KV6848'FROM A CROSS CUT IN A FENCE POST ABOUT 2 FT (0.6 M) ABOVE THE GROUND,
 KV6848'24.7 FT (7.5 M) NORTHWEST FROM A CROSS CUT IN A FENCE POST ABOUT 2 FT
 KV6848'(0.6 M) ABOVE THE GROUND, 119.5 FT (36.4 M) SOUTHEAST FROM THE CENTER
 KV6848'OF A SIGN FOR EXIT 137, STATE HIGHWAY 28, ROSELLE PARK, ELIZABETH,
 KV6848'CRANFORD 1 MILE, (1.6 KM) 68.0 FT (20.7 M) SOUTHEAST FROM A
 KV6848'RECTANGULAR METAL UTILITY MANHOLE AND 62.0 FT (18.9 M) EAST SOUTHEAST
 KV6848'FROM AND NORMAL TO THE EAST EDGE OF PAVING OF THE ACCELERATION RAMP
 KV6848'LEADING TO THE NORTHBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5090 ***********************************************************************
 KV5090  DESIGNATION -  CRAWFORD
 KV5090  PID         -  KV5090
 KV5090  STATE/COUNTY-  NJ/MONMOUTH
 KV5090  USGS QUAD   -  KEYPORT (1977)
 KV5090
 KV5090                         *CURRENT SURVEY CONTROL
 KV5090  ___________________________________________________________________
 KV5090* NAD 83(1996)-  40 23 27.43064(N)    074 11 04.26153(W)     ADJUSTED  
 KV5090* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 KV5090  ___________________________________________________________________
 KV5090  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 KV5090  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KV5090
 KV5090  HORZ ORDER  -  FIRST
 KV5090
 KV5090.The horizontal coordinates were established by classical geodetic methods
 KV5090.and adjusted by the National Geodetic Survey in September 1999..
 KV5090
 KV5090.The orthometric height was scaled from a topographic map.
 KV5090
 KV5090.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5090
 KV5090.The geoid height was determined by GEOID03.
 KV5090
 KV5090;                    North         East     Units Scale Factor Converg.
 KV5090;SPC NJ       -   172,968.637   176,783.377   MT  0.99990883   +0 12 16.0
 KV5090;SPC NJ       -   567,481.27    579,996.80   sFT  0.99990883   +0 12 16.0
 KV5090;UTM  18      - 4,471,469.817   569,211.151   MT  0.99965896   +0 31 42.4
 KV5090
 KV5090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5090!SPC NJ       -   0.99998660  x   0.99990883  =   0.99989543
 KV5090!UTM  18      -   0.99998660  x   0.99965896  =   0.99964557
 KV5090
 KV5090:                Primary Azimuth Mark                     Grid Az
 KV5090:SPC NJ       -  UNION BEACH WATER TANK                   014 16 18.2
 KV5090:UTM  18      -  UNION BEACH WATER TANK                   013 56 51.8
 KV5090
 KV5090|---------------------------------------------------------------------|
 KV5090| PID    Reference Object                     Distance      Geod. Az  |
 KV5090|                                                           dddmmss.s |
 KV5090| KV5109 UNION BEACH WATER TANK              APPROX. 5.6 KM 0142834.2 |
 KV5090| KV5101 KEANSBURG STANDPIPE                 APPROX. 7.8 KM 0301629.6 |
 KV5090| CB5806 CRAWFORD RM 1                        17.407 METERS 21429     |
 KV5090| KV5079 MARLBORO STATE HOSP TANK            APPROX. 6.2 KM 2172322.0 |
 KV5090| CB5807 CRAWFORD RM 2=POINT 6242                           2370430.2 |
 KV5090| CB5808 CRAWFORD RM 3 RESET                  27.755 METERS 35220     |
 KV5090|---------------------------------------------------------------------|
 KV5090
 KV5090                          SUPERSEDED SURVEY CONTROL
 KV5090
 KV5090  NAD 83(1986)-  40 23 27.43146(N)    074 11 04.25799(W) AD(       ) 1
 KV5090  NAD 27      -  40 23 27.04100(N)    074 11 05.74200(W) AD(       ) 1
 KV5090
 KV5090.Superseded values are not recommended for survey control.
 KV5090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5090.See file dsdata.txt to determine how the superseded data were derived.
 KV5090
 KV5090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6921171470(NAD 83)
 KV5090_MARKER: DS = TRIANGULATION STATION DISK
 KV5090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5090
 KV5090  HISTORY     - Date     Condition        Report By
 KV5090  HISTORY     - 1932     MONUMENTED       CGS
 KV5090  HISTORY     - 1938     SEE DESCRIPTION  CGS
 KV5090  HISTORY     - 1940     SEE DESCRIPTION  CGS
 KV5090  HISTORY     - 1950     SEE DESCRIPTION  CGS
 KV5090
 KV5090                          STATION DESCRIPTION
 KV5090
 KV5090'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 KV5090'ON TOP OF CRAWFORD HILL, A THICKLY WOODED HILL ABOUT 2-1/2 MILES S
 KV5090'OF KEYPORT, OWNED BY A MR. MC FARLANE WHO LIVES ON THE E SIDE OF
 KV5090'HIGHWAY AT THE FOOT OF THE HILL.  FROM THE INTERSECTION OF THE
 KV5090'HAZLET AND CRAWFORD CORNERS ROAD WITH HIGHWAY 35 AT THE POINT
 KV5090'WHERE A PAVED ROAD TURNS OFF HIGHWAY 35 TO KEYPORT, AT THE OLD
 KV5090'DUTCH TAVERN, GO S ON HAZLET ROAD 2.5 MILES TO HOUSE OF
 KV5090'MR. MC FARLANE ON E SIDE OF ROAD.  TURN LEFT HERE THROUGH YARD
 KV5090'AND FOLLOW ROAD ABOUT 0.3 MILE TO TOP OF HILL.  STATION IS ABOUT
 KV5090'75 METERS SE OF CABIN USED BY MR. MC FARLANE.
 KV5090'
 KV5090'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KV5090'SET IN CONCRETE.
 KV5090'
 KV5090'REFERENCE MARK NO.1 IS SSW OF STATION.
 KV5090'
 KV5090'REFERENCE MARK NO.2 IS SW OF STATION ON N SIDE OF TRIMMED HEDGE
 KV5090'AT THE FOOT OF THE HILL.  8 METERS NNE OF PAVED ROAD.  5 METERS
 KV5090'NW OF CENTER LINE OF DRIVEWAY TO HOUSE.
 KV5090'
 KV5090'REFERENCE MARK NO.3 IS NNW OF STATION.  1.5 METERS E OF HILL
 KV5090'ROAD.  ABOUT 40 METERS ESE OF CABIN.
 KV5090'
 KV5090'HEIGHT OF SIGNAL ABOVE STATION MARK - 22 METERS.
 KV5090
 KV5090                          STATION RECOVERY (1938)
 KV5090
 KV5090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (MAH)
 KV5090'RECOVERED IN GOOD CONDITION EXCEPT THAT GRAVEL EXCAVATIONS ON THIS
 KV5090'HILL MADE IT NECESSARY TO MOVE THE STATION TO AVOID
 KV5090'DESTRUCTION.  ON AUGUST 10, 1938, CAREFULLY SELECTED RANGES AND
 KV5090'DISTANCES WERE MEASURED SO THAT THE STATION MARK COULD BE LOWERED
 KV5090'ABOUT 20 FEET IN THE SAME HORIZONTAL POSITION.  AT THIS TIME
 KV5090'REFERENCE MARK NO.3 WAS LOWERED 7 FEET IN THE SAME AZIMUTH FROM
 KV5090'THE STATION BUT DISTANCE WAS CHANGED SLIGHTLY.  ON SEPTEMBER
 KV5090'29, 1938, THE STATION AND UNDERGROUND MARK WHICH HAD BEEN
 KV5090'REMOVED IN THE INTERVAL WERE RESET IN THE SAME HORIZONTAL
 KV5090'POSITION AT THE BOTTOM OF THE GRAVEL PIT, ABOUT 20 FEET LOWER
 KV5090'THAN THE ORIGINAL POSITION.
 KV5090'
 KV5090'STATION AND UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE
 KV5090'STATION IS ABOUT 4 INCHES BELOW SURFACE OF
 KV5090'GRAVEL PIT.
 KV5090'
 KV5090'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE
 KV5090'REFERENCE MARK NO.1 PROJECTS ABOUT 4 INCHES, IS 57.00
 KV5090'FEET SSW OF STATION S 34 DEG 29 MIN W.  (IT IS
 KV5090'ABOUT 35 FEET S OF THE EDGE OF THE GRAVEL PIT).  REFERENCE MARK
 KV5090'NO.2 IS FLUSH WITH THE SURFACE OF THE GROUND, JUST E OF AN
 KV5090'UNCARED FOR PRIVET HEDGE, IN A WILD MINT BED, 7 PACES E OF PAVED
 KV5090'ROAD, 4 PACES N OF DRIVEWAY TO ARTHUR W. MC FARLAND HOUSE AND
 KV5090'ABOUT 0.5 MILE SW OF STATION S 57 DEG 04 MIN W.
 KV5090'REFERENCE MARK NO.3 IS ON N EDGE OF GRAVEL PIT ABOUT 7 FEET
 KV5090'LOWER THAN ORIGINAL POSITION, ABOUT 1 YARD E OF MAIN ROAD
 KV5090'INTO PIT AND 90.40 FEET NNW OF STATION N 07 DEG 40 MIN W.
 KV5090'
 KV5090'REFERENCE MARK NO.1 WAS NOT DISTURBED AND IT WILL PROBABLY BE
 KV5090'TWO MONTHS OR LONGER BEFORE THE EXCAVATIONS PROCEED TO THIS
 KV5090'POINT.  THE REVISED DESCRIPTION OF THIS STATION FOLLOWS--ON TOP
 KV5090'OF CRAWFORD HILL (THICKLY WOODED), ABOUT 2-1/2 MILES S OF
 KV5090'KEYPORT, ON PROPERTY OWNED BY MR. MC FARLAND WHO LIVES ON THE E
 KV5090'SIDE OF THE HIGHWAY AT THE FOOT OF THE HILL.  (GRAVEL
 KV5090'EXCAVATIONS ARE GOING ON AT PRESENT ON TOP OF THIS HILL AND THE
 KV5090'STATION IS ABOUT 75 METERS S OF MR. MC FARLANDS CABIN AND
 KV5090'ABOUT 10 FEET N OF OF THE S BANK AT THE BOTTOM OF THE GRAVEL
 KV5090'PIT).
 KV5090'
 KV5090'TO REACH FROM THE INTERSECTION OF HAZLET AND CRAWFORD CORNERS
 KV5090'ROAD WITH HIGHWAY 35 AT THE POINT WHERE A PAVED ROAD TURNS OFF
 KV5090'ROUTE 35 TO KEYPORT (OLD DUTCH TAVERN ON SW ANGLE), GO S ON
 KV5090'HAZLET ROAD 2.5 MILES TO HOUSE OF MR. MC FARLAND.  TURN LEFT
 KV5090'THROUGH YARD AND FOLLOW ROAD ABOUT 0.3 MILE TO TOP OF HILL AND
 KV5090'STATION.
 KV5090'
 KV5090'NOTE--DISTANCE MEASUREMENTS ARE HORIZONTAL.  DIRECTIONS TO
 KV5090'REFERENCE MARKS AND AZIMUTH MARK ARE THE SAME AS THE ORIGINAL.  NO
 KV5090'OBSERVATIONS FOR DIRECTION MADE AT THIS TIME AS AZIMUTH MARK IS
 KV5090'NOT VISIBLE FROM STATION WITHOUT A TOWER OR CONSIDERABLE CLEARING.
 KV5090
 KV5090                          STATION RECOVERY (1940)
 KV5090
 KV5090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (AN)
 KV5090'LETTER OF ARTHUR NOACK, STATE SUPERVISOR, N.J. GEODETIC CONTROL
 KV5090'SURVEY, DATED DECEMBER 27, 1940--
 KV5090'
 KV5090'STATION AND REFERENCE MARKS 1 AND 3 HAVE BEEN DESTROYED BY
 KV5090'EXCAVATION FOR A GRAVEL BED.  THE ONLY THING LEFT IS REFERENCE
 KV5090'MARK 2, WHICH WAS FOUND ALONGSIDE OF THE ROAD FROM CRAWFORD
 KV5090'CORNERS TO KEYPORT.
 KV5090'
 KV5090'REFERENCE MARK 2 HAS BEEN USED BY THE NEW JERSEY GEODETIC
 KV5090'CONTROL SURVEY AS A TRAVERSE STATION, AND AS SUCH HAS BEEN NAMED
 KV5090'POINT 6242.  THIS POINT DESIGNATION HAS NOT BEEN STAMPED ON
 KV5090'THE DISK.
 KV5090'
 KV5090'OFFICE NOTE--THE FOLLOWING DISKS HAVE BEEN RECEIVED--
 KV5090'
 KV5090'TRIANGULATION-STATION DISK, STAMPED CRAWFORD 1932.
 KV5090'
 KV5090'REFERENCE-MARK DISK, STAMPED CRAWFORD NO 1 1932.
 KV5090'
 KV5090'REFERENCE-MARK DISK, STAMPED CRAWFORD NO 3 1932.
 KV5090
 KV5090                          STATION RECOVERY (1950)
 KV5090
 KV5090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RGB)
 KV5090'LETTER OF MR. R.G. BLANCHARD, TOPOGRAPHIC ENGINEER, NEW JERSEY
 KV5090'DEPARTMENT OF CONSERVATION AND ECONOMIC DEVELOPMENT, 342 ACADEMY
 KV5090'STREET, TRENTON, N.J., DATED NOVEMBER 3, 1950--
 KV5090'
 KV5090'THE STATION AND REFERENCE MARKS 1 AND 3 WERE DESTROYED IN
 KV5090'1944.  THE HILL, ON WHICH THEY WERE LOCATED, HAVING BEEN UTILIZED
 KV5090'AS A GRAVEL PIT.  REFERENCE MARK 2 WAS STILL AVAILABLE A FEW
 KV5090'MONTHS AGO.
 KV5090'
 KV5090'THE UNDERGROUND TRIANGULATION-STATION DISK, STAMPED CRAWFORD
 KV5090'1932, RECEIVED AT THIS OFFICE NOVEMBER 13, 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1290 ***********************************************************************
 HU1290  DESIGNATION -  CREEK
 HU1290  PID         -  HU1290
 HU1290  STATE/COUNTY-  NJ/CAPE MAY
 HU1290  USGS QUAD   -  CAPE MAY (1972)
 HU1290
 HU1290                         *CURRENT SURVEY CONTROL
 HU1290  ___________________________________________________________________
 HU1290* NAD 83(1996)-  38 57 18.97136(N)    074 57 55.50098(W)     ADJUSTED  
 HU1290* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 HU1290  ___________________________________________________________________
 HU1290  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 HU1290  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 HU1290
 HU1290  HORZ ORDER  -  THIRD
 HU1290
 HU1290.The horizontal coordinates were established by classical geodetic methods
 HU1290.and adjusted by the National Geodetic Survey in September 1999..
 HU1290
 HU1290.The orthometric height was scaled from a topographic map.
 HU1290
 HU1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1290
 HU1290.The geoid height was determined by GEOID03.
 HU1290
 HU1290;                    North         East     Units Scale Factor Converg.
 HU1290;SPC NJ       -    13,638.246   109,661.172   MT  0.99992003   -0 17 33.4
 HU1290;SPC NJ       -    44,744.81    359,780.03   sFT  0.99992003   -0 17 33.4
 HU1290;UTM  18      - 4,311,813.415   502,996.493   MT  0.99960011   +0 01 18.3
 HU1290
 HU1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1290!SPC NJ       -   1.00000483  x   0.99992003  =   0.99992486
 HU1290!UTM  18      -   1.00000483  x   0.99960011  =   0.99960494
 HU1290
 HU1290|---------------------------------------------------------------------|
 HU1290| PID    Reference Object                     Distance      Geod. Az  |
 HU1290|                                                           dddmmss.s |
 HU1290| DC7974 CREEK RM 3                                         03714     |
 HU1290| HU1293 CAPE MAY LIGHTHOUSE                 APPROX. 2.5 KM 1695908.8 |
 HU1290| DC7972 CREEK RM 1                                         19752     |
 HU1290| DC8405 SHORELINE REF 1                                    22300     |
 HU1290| DC8406 SHORELINE REF 2                                    27002     |
 HU1290| DC7973 CREEK RM 2                                         32643     |
 HU1290| DC8407 SHORELINE REF 3                                    32643     |
 HU1290|---------------------------------------------------------------------|
 HU1290
 HU1290                          SUPERSEDED SURVEY CONTROL
 HU1290
 HU1290  NAD 83(1991)-  38 57 18.95907(N)    074 57 55.50883(W) AD(       ) 3
 HU1290  NAD 83(1986)-  38 57 18.95203(N)    074 57 55.51147(W) AD(       ) 3
 HU1290  NAD 27      -  38 57 18.54800(N)    074 57 56.88100(W) AD(       ) 3
 HU1290
 HU1290.Superseded values are not recommended for survey control.
 HU1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1290.See file dsdata.txt to determine how the superseded data were derived.
 HU1290
 HU1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0299611813(NAD 83)
 HU1290_MARKER: DS = TRIANGULATION STATION DISK
 HU1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1290
 HU1290  HISTORY     - Date     Condition        Report By
 HU1290  HISTORY     - 1927     MONUMENTED       CGS
 HU1290  HISTORY     - 1936     GOOD             CGS
 HU1290  HISTORY     - 1937     MARK NOT FOUND   CGS
 HU1290
 HU1290                          STATION DESCRIPTION
 HU1290
 HU1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCM)
 HU1290'STATION IS ABOUT 4,000 FEET N OF N END OF ABANDONED RAILWAY DOCK
 HU1290'NEAR SUNSET BOULEVARD, OR ABOUT 5,000 FEET N OF SUNSET BOULEVARD,
 HU1290'AND 200 FEET W OF THE FIRST PROMINENT WOODED BLUFF, N OF SUNSET
 HU1290'BOULEVARD AND 46 FEET FROM HIGH WATER MARK.
 HU1290'
 HU1290'THE STATION IS MARKED BY A STANDARD U.S.C. AND G.S. TRIANGULATION
 HU1290'STATION, STAMPED CREEK 1927 SET IN CONCRETE MONUMENT, 12 INCHES
 HU1290'SQUARE AND 28 INCHES DEEP, 2 INCHES PROJECTING ABOVE THE SURFACE
 HU1290'OF THE GROUND.
 HU1290'
 HU1290'THE SUB-SURFACE MARK IS A STANDARD U.S.C. AND G.S. TRIANGULATION
 HU1290'STATION MARK, SET IN A MASS OF CONCRETE, 8 INCHES DEEP AND 36
 HU1290'INCHES BELOW THE SURFACE OF THE GROUND.
 HU1290'
 HU1290'REFERENCE MARK NO.1, A STANDARD U.S.C. AND G.S. REFERENCE
 HU1290'MARK STAMPED CREEK 1, LOCATED ON PROMINENT KNOLL S OF STATION
 HU1290'SET IN CONCRETE MONUMENT, 12 INCHES SQUARE AND 28 INCHES DEEP.
 HU1290'
 HU1290'REFERENCE MARK NO. 2, A STANDARD U.S.C. AND G.S. REFERENCE
 HU1290'MARK STAMPED CREEK 2, AND SET IN CONCRETE MONUMENT, 28 INCHES
 HU1290'DEEP AND 12 INCHES SQUARE, LOCATED ABOUT WNW OF STATION.
 HU1290'
 HU1290'REFERENCE MARK NO. 3, A STANDARD U.S.C. AND G.S. REFERENCE
 HU1290'MARK STAMPED CREEK NO. 3, AND SET IN CONCRETE MONUMENT, 12 INCHES
 HU1290'SQUARE AND 28 INCHES DEEP, AND ABOUT N OF STATION.
 HU1290'
 HU1290'A TWELVE FOOT TRIPOD SIGNAL WAS ERECTED AT THIS STATION.
 HU1290'
 HU1290'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.0 METERS.
 HU1290
 HU1290                          STATION RECOVERY (1936)
 HU1290
 HU1290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (EHK)
 HU1290'FOUND AS DESCRIBED.  THE STATION MARK IS NOW ABOUT 2 INCHES
 HU1290'UNDER SAND.
 HU1290'
 HU1290'REFERENCE MARK NO.1 PROJECTS 6 INCHES.
 HU1290
 HU1290                          STATION RECOVERY (1937)
 HU1290
 HU1290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 HU1290'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR, FOR ONE-HALF
 HU1290'DAY BUT WERE NOT FOUND.  IT IS BELIEVED THEY HAVE BEEN COVERED BY
 HU1290'DRIFTING SAND DUNES AND MIGHT BE FOUND BY RUNNING A PLANE TABLE
 HU1290'TRAVERSE FROM A NEAR TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3423 ***********************************************************************
 JU3423  DESIGNATION -  CREEK
 JU3423  PID         -  JU3423
 JU3423  STATE/COUNTY-  NJ/SALEM
 JU3423  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU3423
 JU3423                         *CURRENT SURVEY CONTROL
 JU3423  ___________________________________________________________________
 JU3423* NAD 83(1996)-  39 29 52.83046(N)    075 31 40.60163(W)     ADJUSTED  
 JU3423* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3423  ___________________________________________________________________
 JU3423  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 JU3423  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JU3423
 JU3423  HORZ ORDER  -  THIRD
 JU3423
 JU3423.The horizontal coordinates were established by classical geodetic methods
 JU3423.and adjusted by the National Geodetic Survey in September 1999..
 JU3423
 JU3423.The orthometric height was scaled from a topographic map.
 JU3423
 JU3423.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3423
 JU3423.The geoid height was determined by GEOID03.
 JU3423
 JU3423;                    North         East     Units Scale Factor Converg.
 JU3423;SPC NJ       -    74,288.435    61,588.347   MT  0.99999621   -0 39 13.9
 JU3423;SPC NJ       -   243,727.97    202,061.10   sFT  0.99999621   -0 39 13.9
 JU3423;SPC DE       -   166,300.064   190,428.352   MT  0.99999613   -0 04 14.8
 JU3423;SPC DE       -   545,602.79    624,763.68   sFT  0.99999613   -0 04 14.8
 JU3423;UTM  18      - 4,372,176.510   454,606.399   MT  0.99962537   -0 20 08.9
 JU3423
 JU3423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3423!SPC NJ       -   1.00000515  x   0.99999621  =   1.00000136
 JU3423!SPC DE       -   1.00000515  x   0.99999613  =   1.00000128
 JU3423!UTM  18      -   1.00000515  x   0.99962537  =   0.99963052
 JU3423
 JU3423|---------------------------------------------------------------------|
 JU3423| PID    Reference Object                     Distance      Geod. Az  |
 JU3423|                                                           dddmmss.s |
 JU3423| JU3421 BOUNDARY REF MONUMENT 5              12.224 METERS 04000     |
 JU3423| CB1396 CREEK RM                             26.430 METERS 16312     |
 JU3423| JU3424 STONY                               APPROX. 4.2 KM 1892907.9 |
 JU3423|---------------------------------------------------------------------|
 JU3423
 JU3423                          SUPERSEDED SURVEY CONTROL
 JU3423
 JU3423  NAD 83(1991)-  39 29 52.83046(N)    075 31 40.60162(W) AD(       ) 3
 JU3423  NAD 83(1986)-  39 29 52.82204(N)    075 31 40.61084(W) AD(       ) 3
 JU3423  NAD 27      -  39 29 52.41400(N)    075 31 41.88400(W) AD(       ) 3
 JU3423
 JU3423.Superseded values are not recommended for survey control.
 JU3423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3423.See file dsdata.txt to determine how the superseded data were derived.
 JU3423
 JU3423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5460672177(NAD 83)
 JU3423_MARKER: Z = SEE DESCRIPTION
 JU3423_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU3423_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU3423
 JU3423  HISTORY     - Date     Condition        Report By
 JU3423  HISTORY     - 1934     MONUMENTED       CGS
 JU3423  HISTORY     - 1946     SEE DESCRIPTION  CGS
 JU3423
 JU3423                          STATION DESCRIPTION
 JU3423
 JU3423'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JHB)
 JU3423'THE STATION IS ON THE NEW JERSEY SHORE OF THE DELAWARE RIVER,
 JU3423'ABOUT 200 YARDS S OF THE S BANK OF ALLOWAY CREEK, 8 FEET E OF THE
 JU3423'W EDGE OF THE EMBANKMENT ALONG THE RIVER AND ON THE INSHORE EDGE
 JU3423'OF THIS EMBANKMENT.
 JU3423'
 JU3423'THE SUB-SURFACE MARK IS SET IN CONCRETE FILLED TILE FLUSH WITH
 JU3423'THE GROUND.
 JU3423'
 JU3423'THE MARK IS SET IN THE TOP OF A CONCRETE FILLED TILE FLUSH
 JU3423'WITH THE GROUND.
 JU3423'
 JU3423'THE REFERENCE MARK IS SET IN A CONCRETE FILLED TILE S OF THE
 JU3423'STATION.
 JU3423
 JU3423                          STATION RECOVERY (1946)
 JU3423
 JU3423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3423'STATION WAS FOUND LYING FLAT ON GROUND APPROXIMATELY IN POSITION
 JU3423'AS DESCRIBED.  RECOMMEND STATION BE CONSIDERED AS DESTROYED.
 JU3423'
 JU3423'REFERENCE MARK WAS LOCATED 71 FEET S OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4125 ***********************************************************************
 KV4125  DESIGNATION -  CREEK
 KV4125  PID         -  KV4125
 KV4125  STATE/COUNTY-  NJ/HUDSON
 KV4125  USGS QUAD   -  WEEHAWKEN (1995)
 KV4125
 KV4125                         *CURRENT SURVEY CONTROL
 KV4125  ___________________________________________________________________
 KV4125* NAD 83(1996)-  40 45 09.23083(N)    074 04 53.23889(W)     ADJUSTED  
 KV4125* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4125  ___________________________________________________________________
 KV4125  LAPLACE CORR-           6.53  (seconds)                    DEFLEC99
 KV4125  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KV4125
 KV4125  HORZ ORDER  -  THIRD
 KV4125
 KV4125.The horizontal coordinates were established by classical geodetic methods
 KV4125.and adjusted by the National Geodetic Survey in September 1999..
 KV4125
 KV4125.The orthometric height was scaled from a topographic map.
 KV4125
 KV4125.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4125
 KV4125.The geoid height was determined by GEOID03.
 KV4125
 KV4125;                    North         East     Units Scale Factor Converg.
 KV4125;SPC NJ       -   213,156.450   185,342.214   MT  0.99991537   +0 16 23.6
 KV4125;SPC NJ       -   699,330.79    608,076.91   sFT  0.99991537   +0 16 23.6
 KV4125;SPC NY L     -    65,064.741   293,121.209   MT  0.99999634   -0 03 11.8
 KV4125;SPC NY L     -   213,466.57    961,681.83   sFT  0.99999634   -0 03 11.8
 KV4125;UTM  18      - 4,511,695.682   577,539.690   MT  0.99967400   +0 35 58.7
 KV4125
 KV4125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4125!SPC NJ       -   1.00000492  x   0.99991537  =   0.99992029
 KV4125!SPC NY L     -   1.00000492  x   0.99999634  =   1.00000126
 KV4125!UTM  18      -   1.00000492  x   0.99967400  =   0.99967892
 KV4125
 KV4125|---------------------------------------------------------------------|
 KV4125| PID    Reference Object                     Distance      Geod. Az  |
 KV4125|                                                           dddmmss.s |
 KV4125| CB5810 CREEK RM 2                           16.459 METERS 09934     |
 KV4125| CB5809 CREEK RM 1                           18.584 METERS 21112     |
 KV4125| KV4111 SECAUCUS TB HOSP PWRHSE SW CHY      APPROX. 0.8 KM 3292618.7 |
 KV4125| KV4114 HILL                                APPROX. 0.7 KM 3334943.0 |
 KV4125|---------------------------------------------------------------------|
 KV4125
 KV4125                          SUPERSEDED SURVEY CONTROL
 KV4125
 KV4125  NAD 83(1996)-  40 45 09.23073(N)    074 04 53.23901(W) AD(       ) 3
 KV4125  NAD 83(1996)-  40 45 09.22991(N)    074 04 53.24089(W) AD(       ) 3
 KV4125  NAD 83(1992)-  40 45 09.22910(N)    074 04 53.24173(W) AD(       ) 3
 KV4125  NAD 83(1986)-  40 45 09.23067(N)    074 04 53.24117(W) AD(       ) 3
 KV4125  NAD 27      -  40 45 08.86600(N)    074 04 54.72600(W) AD(       ) 3
 KV4125
 KV4125.Superseded values are not recommended for survey control.
 KV4125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4125.See file dsdata.txt to determine how the superseded data were derived.
 KV4125
 KV4125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7754011696(NAD 83)
 KV4125_MARKER: DS = TRIANGULATION STATION DISK
 KV4125_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4125_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4125
 KV4125  HISTORY     - Date     Condition        Report By
 KV4125  HISTORY     - 1913     MONUMENTED       CGS
 KV4125  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4125
 KV4125                          STATION DESCRIPTION
 KV4125
 KV4125'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4125'STATION IS ON THE N SHORE OF AN E-AND-W STRETCH OF THE HACKENSACK
 KV4125'RIVER, ABOUT 30 METERS W OF A SMALL CREEK, 300 METERS ABOVE THE
 KV4125'MOUTH OF PENHORN CREEK AND 200 METERS SW OF THE ERIE
 KV4125'RAILROAD.  SNAKE HILL IS A LITTLE LESS THAN 1/2 MILE TO THE NNW
 KV4125'AND LITTLE SNAKE HILL A LITTLE OVER 1/4 MILE TO THE NNE.
 KV4125'
 KV4125'THE STATION IS ABOUT 32 METERS BACK OF HIGH-WATER LINE AND IS
 KV4125'MARKED BY A C. AND G.S. STANDARD BRASS DISK CEMENTED IN THE TOP
 KV4125'OF A 4-INCH TILE PIPE.
 KV4125'
 KV4125'THE SUBSURFACE MARK IS A BURIED BOTTLE SET IN CONCRETE.
 KV4125'
 KV4125'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CEMENT CONTAINED IN
 KV4125'A 4-INCH TILE PIPE, ARE PLACED RESPECTIVELY 60.97 FEET S 42 DEG
 KV4125'W AND 54.0 FEET S 70 DEG E FROM THE STATION.
 KV4125
 KV4125                          STATION RECOVERY (1931)
 KV4125
 KV4125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4125'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4427 ***********************************************************************
 JU4427  DESIGNATION -  CREST 1
 JU4427  PID         -  JU4427
 JU4427  STATE/COUNTY-  NJ/CAPE MAY
 JU4427  USGS QUAD   -  STONE HARBOR (1972)
 JU4427
 JU4427                         *CURRENT SURVEY CONTROL
 JU4427  ___________________________________________________________________
 JU4427* NAD 83(1996)-  39 05 58.37905(N)    074 48 24.13381(W)     ADJUSTED  
 JU4427* NAVD 88     -         2.4    (meters)       8.     (feet)  GPS OBS   
 JU4427  ___________________________________________________________________
 JU4427  X           -   1,298,938.944 (meters)                     COMP
 JU4427  Y           -  -4,783,101.363 (meters)                     COMP
 JU4427  Z           -   4,000,879.110 (meters)                     COMP
 JU4427  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 JU4427  ELLIP HEIGHT-         -32.69  (meters)          (10/23/02) GPS OBS
 JU4427  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 JU4427
 JU4427  HORZ ORDER  -  FIRST
 JU4427  ELLP ORDER  -  FOURTH    CLASS I
 JU4427
 JU4427.The horizontal coordinates were established by GPS observations
 JU4427.and adjusted by the National Geodetic Survey in May 1999..
 JU4427
 JU4427.The orthometric height was determined by GPS observations and a
 JU4427.high-resolution geoid model.
 JU4427
 JU4427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4427
 JU4427.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4427
 JU4427.The ellipsoidal height was determined by GPS observations
 JU4427.and is referenced to NAD 83.
 JU4427
 JU4427.The geoid height was determined by GEOID03.
 JU4427
 JU4427;                    North         East     Units Scale Factor Converg.
 JU4427;SPC NJ       -    29,595.797   123,471.247   MT  0.99990866   -0 11 36.3
 JU4427;SPC NJ       -    97,098.88    405,088.58   sFT  0.99990866   -0 11 36.3
 JU4427;UTM  18      - 4,327,841.600   516,714.381   MT  0.99960344   +0 07 18.9
 JU4427
 JU4427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4427!SPC NJ       -   1.00000513  x   0.99990866  =   0.99991379
 JU4427!UTM  18      -   1.00000513  x   0.99960344  =   0.99960857
 JU4427
 JU4427                          SUPERSEDED SURVEY CONTROL
 JU4427
 JU4427  ELLIP H (05/14/99)  -32.71   (m)                       GP(       ) 4 1
 JU4427  NAD 83(1992)-  39 05 58.37851(N)    074 48 24.13330(W) AD(       ) 1
 JU4427  ELLIP H (04/25/94)  -32.80   (m)                       GP(       ) 3 1
 JU4427
 JU4427.Superseded values are not recommended for survey control.
 JU4427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4427.See file dsdata.txt to determine how the superseded data were derived.
 JU4427
 JU4427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1671427842(NAD 83)
 JU4427_MARKER: DD = SURVEY DISK
 JU4427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4427_SP_SET: CONCRETE POST
 JU4427_STAMPING: CREST 1 1992
 JU4427_MARK LOGO: NJHA  
 JU4427_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4427+STABILITY: SURFACE MOTION
 JU4427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4427+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1993
 JU4427
 JU4427  HISTORY     - Date     Condition        Report By
 JU4427  HISTORY     - 1992     MONUMENTED       NJHA
 JU4427  HISTORY     - 19930623 GOOD
 JU4427
 JU4427                          STATION DESCRIPTION
 JU4427
 JU4427'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1992
 JU4427'THE STATION IS LOCATED IN THE TOWNSHIP OF MIDDLE ON THE WEST SIDE OF
 JU4427'THE GARDEN STATE PARKWAY SOUTHBOUND LANES AT ABOUT MILEPOINT 11.01
 JU4427'AND ABOUT 0.05 MI (0.08 KM) SW OF THE INTERSECTION WITH CREST HAVEN
 JU4427'ROAD AT INTERCHANGE 11.  THE STATION, FLUSH WITH THE GROUND IN A
 JU4427'GRASS AREA EAST OF CAPE MAY COUNTY CHAMBER OF COMMERACE PARKING, IS
 JU4427'50.8 FT (15.5 M) NW FROM, AND NORMAL TO, THE SOLID WHITE LINE AT THE
 JU4427'WESTERLY EDGE OF THE SOUTHBOUND LANE OF THE GARDEN STATE PARKWAY,
 JU4427'20.3 FT (6.2 M) SE FROM, AND NORMAL TO, THE EASTERLY EDGE OF THE
 JU4427'CHAMBER OF COMMERACE PAVED PARKING AREA, 91.0 FT (27.7 M) SSE FROM
 JU4427'POLE NUMBER W 36514 AND 138.0 FT (42.1 M) ESE FROM THE NORTHERLY MOST
 JU4427'OF TWO FLAG POLES IN FRONT OF THE CHAMBER OF COMMERACE BUILDING.
 JU4427
 JU4427                          STATION RECOVERY (1993)
 JU4427
 JU4427'RECOVERED 1993
 JU4427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4921 ***********************************************************************
 KV4921  DESIGNATION -  CRF MORRIS USCA 1940
 KV4921  PID         -  KV4921
 KV4921  STATE/COUNTY-  NJ/MONMOUTH
 KV4921  USGS QUAD   -  SANDY HOOK (1981)
 KV4921
 KV4921                         *CURRENT SURVEY CONTROL
 KV4921  ___________________________________________________________________
 KV4921* NAD 83(1996)-  40 28 16.44215(N)    074 00 26.12275(W)     ADJUSTED  
 KV4921* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KV4921  ___________________________________________________________________
 KV4921  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 KV4921  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV4921
 KV4921  HORZ ORDER  -  SECOND
 KV4921
 KV4921.The horizontal coordinates were established by classical geodetic methods
 KV4921.and adjusted by the National Geodetic Survey in September 1999..
 KV4921
 KV4921.The orthometric height was scaled from a topographic map.
 KV4921
 KV4921.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4921
 KV4921.The geoid height was determined by GEOID03.
 KV4921
 KV4921;                    North         East     Units Scale Factor Converg.
 KV4921;SPC NJ       -   181,951.214   191,782.519   MT  0.99992148   +0 19 11.4
 KV4921;SPC NJ       -   596,951.61    629,206.48   sFT  0.99992148   +0 19 11.4
 KV4921;UTM  18      - 4,480,534.949   584,155.592   MT  0.99968718   +0 38 39.8
 KV4921
 KV4921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4921!SPC NJ       -   1.00000451  x   0.99992148  =   0.99992599
 KV4921!UTM  18      -   1.00000451  x   0.99968718  =   0.99969169
 KV4921
 KV4921|---------------------------------------------------------------------|
 KV4921| PID    Reference Object                     Distance      Geod. Az  |
 KV4921|                                                           dddmmss.s |
 KV4921| KV4918 CRF PECK USCA 1940                   88.032 METERS 06940     |
 KV4921| KV0708 SIMPSON                             343.858 METERS 19817     |
 KV4921| KV4975 URMSTON USCA 1940                   141.438 METERS 25652     |
 KV4921|---------------------------------------------------------------------|
 KV4921
 KV4921                          SUPERSEDED SURVEY CONTROL
 KV4921
 KV4921  NAD 83(1996)-  40 28 16.44201(N)    074 00 26.12273(W) AD(       ) 2
 KV4921  NAD 83(1986)-  40 28 16.44149(N)    074 00 26.12157(W) AD(       ) 2
 KV4921  NAD 27      -  40 28 16.05500(N)    074 00 27.62100(W) AD(       ) 2
 KV4921
 KV4921.Superseded values are not recommended for survey control.
 KV4921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4921.See file dsdata.txt to determine how the superseded data were derived.
 KV4921
 KV4921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8415680535(NAD 83)
 KV4921_MARKER: DD = SURVEY DISK
 KV4921_SETTING: 0 = UNSPECIFIED SETTING
 KV4921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4921
 KV4921  HISTORY     - Date     Condition        Report By
 KV4921  HISTORY     - 1940     MONUMENTED       LOCENG
 KV4921  HISTORY     - 1962     GOOD             CGS
 KV4921  HISTORY     - 19950830 MARK NOT FOUND   USPSQD
 KV4921  HISTORY     - 19970905 MARK NOT FOUND   USPSQD
 KV4921  HISTORY     - 19980903 MARK NOT FOUND   USPSQD
 KV4921
 KV4921                          STATION DESCRIPTION
 KV4921
 KV4921'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (CIA)
 KV4921'A STATION LOCATED BY TRIANGULATION AND TRAVERSE.  MARK IS A
 KV4921'U.S.C.A. DISK, SET IN THE CONCRETE ROOF OF CRF MORRIS.  IT IS
 KV4921'PLUMBED VERY NEAR THE CENTER OF THE CRF INSTRUMENT BASE IN THE
 KV4921'BUILDING.
 KV4921
 KV4921                          STATION RECOVERY (1962)
 KV4921
 KV4921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV4921'RECOVERED IN GOOD CONDITION.
 KV4921
 KV4921                          STATION RECOVERY (1995)
 KV4921
 KV4921'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4921'MARK NOT FOUND.
 KV4921
 KV4921                          STATION RECOVERY (1997)
 KV4921
 KV4921'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV4921'MARK NOT FOUND.
 KV4921
 KV4921                          STATION RECOVERY (1998)
 KV4921
 KV4921'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV4921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4918 ***********************************************************************
 KV4918  DESIGNATION -  CRF PECK USCA 1940
 KV4918  PID         -  KV4918
 KV4918  STATE/COUNTY-  NJ/MONMOUTH
 KV4918  USGS QUAD   -  SANDY HOOK (1981)
 KV4918
 KV4918                         *CURRENT SURVEY CONTROL
 KV4918  ___________________________________________________________________
 KV4918* NAD 83(1996)-  40 28 17.43367(N)    074 00 22.61850(W)     ADJUSTED  
 KV4918* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KV4918  ___________________________________________________________________
 KV4918  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 KV4918  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV4918
 KV4918  HORZ ORDER  -  SECOND
 KV4918
 KV4918.The horizontal coordinates were established by classical geodetic methods
 KV4918.and adjusted by the National Geodetic Survey in September 1999..
 KV4918
 KV4918.The orthometric height was scaled from a topographic map.
 KV4918
 KV4918.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4918
 KV4918.The geoid height was determined by GEOID03.
 KV4918
 KV4918;                    North         East     Units Scale Factor Converg.
 KV4918;SPC NJ       -   181,982.256   191,864.889   MT  0.99992157   +0 19 13.7
 KV4918;SPC NJ       -   597,053.45    629,476.72   sFT  0.99992157   +0 19 13.7
 KV4918;UTM  18      - 4,480,566.450   584,237.766   MT  0.99968735   +0 38 42.1
 KV4918
 KV4918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4918!SPC NJ       -   1.00000451  x   0.99992157  =   0.99992608
 KV4918!UTM  18      -   1.00000451  x   0.99968735  =   0.99969186
 KV4918
 KV4918|---------------------------------------------------------------------|
 KV4918| PID    Reference Object                     Distance      Geod. Az  |
 KV4918|                                                           dddmmss.s |
 KV4918| KV4919 BC PECK USCA 1940                    47.109 METERS 10227     |
 KV4918| KV0708 SIMPSON                             404.689 METERS 2080430.4 |
 KV4918| KV4921 CRF MORRIS USCA 1940                 88.032 METERS 24940     |
 KV4918|---------------------------------------------------------------------|
 KV4918
 KV4918                          SUPERSEDED SURVEY CONTROL
 KV4918
 KV4918  NAD 83(1996)-  40 28 17.43355(N)    074 00 22.61849(W) AD(       ) 2
 KV4918  NAD 83(1986)-  40 28 17.43293(N)    074 00 22.61731(W) AD(       ) 2
 KV4918  NAD 27      -  40 28 17.04600(N)    074 00 24.11700(W) AD(       ) 2
 KV4918
 KV4918.Superseded values are not recommended for survey control.
 KV4918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4918.See file dsdata.txt to determine how the superseded data were derived.
 KV4918
 KV4918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8423880566(NAD 83)
 KV4918_MARKER: DD = SURVEY DISK
 KV4918_SETTING: 0 = UNSPECIFIED SETTING
 KV4918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4918
 KV4918  HISTORY     - Date     Condition        Report By
 KV4918  HISTORY     - 1940     MONUMENTED       LOCENG
 KV4918  HISTORY     - 1962     GOOD             CGS
 KV4918  HISTORY     - 19950830 MARK NOT FOUND   USPSQD
 KV4918  HISTORY     - 19970905 POOR             USPSQD
 KV4918
 KV4918                          STATION DESCRIPTION
 KV4918
 KV4918'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (CIA)
 KV4918'A STATION LOCATED BY TRIANGULATION AND TRAVERSE NEAR THE CENTER OF
 KV4918'THE ROOF OF CRF PECK.
 KV4918'
 KV4918'MARK IS A U.S.C.A. DISK, PLUMBED VERY NEARLY OVER THE CRF
 KV4918'INSTRUMENT WITHIN THE BUILDING.
 KV4918
 KV4918                          STATION RECOVERY (1962)
 KV4918
 KV4918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV4918'RECOVERED IN GOOD CONDITION.
 KV4918
 KV4918                          STATION RECOVERY (1995)
 KV4918
 KV4918'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4918'MARK NOT FOUND.
 KV4918
 KV4918                          STATION RECOVERY (1997)
 KV4918
 KV4918'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV4918'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0947 ***********************************************************************
 KV0947  DESIGNATION -  CROSS
 KV0947  PID         -  KV0947
 KV0947  STATE/COUNTY-  NJ/MIDDLESEX
 KV0947  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0947
 KV0947                         *CURRENT SURVEY CONTROL
 KV0947  ___________________________________________________________________
 KV0947* NAD 83(1986)-  40 24 59.     (N)    074 21 41.     (W)     SCALED    
 KV0947* NAVD 88     -         3.218  (meters)      10.56   (feet)  POSTED    
 KV0947  ___________________________________________________________________
 KV0947  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KV0947  DYNAMIC HT  -           3.220 (meters)      10.56  (feet)  COMP
 KV0947  MODELED GRAV-     980,201.6   (mgal)                       NAVD 88
 KV0947
 KV0947  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 KV0947
 KV0947.The horizontal coordinates were scaled from a topographic map and have
 KV0947.an estimated accuracy of +/- 6 seconds.
 KV0947
 KV0947.The orthometric height was determined by differential leveling
 KV0947.and adjusted by the National Geodetic Survey in 1992..
 KV0947.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 KV0947.rate greater than 8.0 mm/km.
 KV0947
 KV0947.The geoid height was determined by GEOID03.
 KV0947
 KV0947.The dynamic height is computed by dividing the NAVD 88
 KV0947.geopotential number by the normal gravity value computed on the
 KV0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0947.degrees latitude (g = 980.6199 gals.).
 KV0947
 KV0947.The modeled gravity was interpolated from observed gravity values.
 KV0947
 KV0947;                    North         East    Units  Estimated Accuracy
 KV0947;SPC NJ       -   175,750.      161,760.      MT  (+/- 180 meters Scaled)
 KV0947
 KV0947                          SUPERSEDED SURVEY CONTROL
 KV0947
 KV0947  NGVD 29 (??/??/??)    3.602  (m)           11.82   (f) ADJUSTED    1 2
 KV0947
 KV0947.Superseded values are not recommended for survey control.
 KV0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0947.See file dsdata.txt to determine how the superseded data were derived.
 KV0947
 KV0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK541741(NAD 83)
 KV0947_MARKER: X = CHISELED CROSS
 KV0947_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0947_SP_SET: BRIDGE COPING
 KV0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0947
 KV0947  HISTORY     - Date     Condition        Report By
 KV0947  HISTORY     - UNK      MONUMENTED       RBNF
 KV0947  HISTORY     - 1952     MARK NOT FOUND   CGS
 KV0947
 KV0947                          STATION DESCRIPTION
 KV0947
 KV0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0947'AT OLD BRIDGE.
 KV0947'AT OLD BRIDGE, MIDDLESEX COUNTY, ON THE PENNSYLVANIA RAILROAD, 250
 KV0947'YARDS EAST OF THE STATION, ON THE NORTH SIDE OF A RAILROAD BRIDGE
 KV0947'OVER A SMALL STREAM, ON THE TOP OF THE CONCRETE COPING, 6 YARDS
 KV0947'EAST OF THE WEST END OF THE COPING, 6 FEET NORTH OF THE NORTH
 KV0947'RAIL, AND LEVEL WITH THE TRACK.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5151 ***********************************************************************
 KV5151  DESIGNATION -  CROSS
 KV5151  PID         -  KV5151
 KV5151  STATE/COUNTY-  NJ/MONMOUTH
 KV5151  USGS QUAD   -  ASBURY PARK (1989)
 KV5151
 KV5151                         *CURRENT SURVEY CONTROL
 KV5151  ___________________________________________________________________
 KV5151* NAD 83(1996)-  40 10 54.44593(N)    074 01 22.06714(W)     ADJUSTED  
 KV5151* NAVD 88     -                                                        
 KV5151  ___________________________________________________________________
 KV5151  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 KV5151  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV5151
 KV5151  HORZ ORDER  -  THIRD
 KV5151
 KV5151.The horizontal coordinates were established by classical geodetic methods
 KV5151.and adjusted by the National Geodetic Survey in September 1999..
 KV5151
 KV5151
 KV5151.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5151
 KV5151.The geoid height was determined by GEOID03.
 KV5151
 KV5151;                    North         East     Units Scale Factor Converg.
 KV5151;SPC NJ       -   149,806.945   190,638.000   MT  0.99992032   +0 18 28.5
 KV5151;SPC NJ       -   491,491.62    625,451.51   sFT  0.99992032   +0 18 28.5
 KV5151;UTM  18      - 4,448,392.276   583,192.866   MT  0.99968520   +0 37 50.0
 KV5151
 KV5151                          SUPERSEDED SURVEY CONTROL
 KV5151
 KV5151  NAD 83(1986)-  40 10 54.44416(N)    074 01 22.06102(W) AD(       ) 4
 KV5151  NAD 27      -  40 10 54.03400(N)    074 01 23.56100(W) AD(       ) 3
 KV5151
 KV5151.Superseded values are not recommended for survey control.
 KV5151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5151.See file dsdata.txt to determine how the superseded data were derived.
 KV5151
 KV5151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8319348392(NAD 83)
 KV5151_MARKER: 91 = CHURCH CROSS
 KV5151
 KV5151  HISTORY     - Date     Condition        Report By
 KV5151  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5151  HISTORY     - 1962     GOOD             CGS
 KV5151  HISTORY     - 1984     GOOD             USPSQD
 KV5151  HISTORY     - 1988     GOOD             NOSAMC
 KV5151  HISTORY     - 19920704 GOOD             USPSQD
 KV5151
 KV5151                          STATION DESCRIPTION
 KV5151
 KV5151'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (PCD)
 KV5151'STATION CROSS IS THE CENTER OF THE GOLD CROSS ON TOP OF THE BELFRY
 KV5151'OF SAINT ROSE, ROMAN CATHOLIC CHURCH LOCATED AT THE SW CORNER OF THE
 KV5151'JUNCTION OF E STREET AND 7TH AVENUE, BELMAR, NEW JERSEY.
 KV5151
 KV5151                          STATION RECOVERY (1962)
 KV5151
 KV5151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5151'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KV5151
 KV5151                          STATION RECOVERY (1984)
 KV5151
 KV5151'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5151'STATION FOUND GOOD.
 KV5151'
 KV5151'STATION RECOVERED AS DESCRIBED IN 1933.
 KV5151
 KV5151                          STATION RECOVERY (1988)
 KV5151
 KV5151'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KV5151'THE STATION WAS RECOVERED IN APPARENT GOOD CONDITION.
 KV5151
 KV5151                          STATION RECOVERY (1992)
 KV5151
 KV5151'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4017 ***********************************************************************
 JU4017  DESIGNATION -  CROSS KEYS PRIMARY PAIR 1
 JU4017  PID         -  JU4017
 JU4017  STATE/COUNTY-  NJ/GLOUCESTER
 JU4017  USGS QUAD   -  PITMAN EAST (1994)
 JU4017
 JU4017                         *CURRENT SURVEY CONTROL
 JU4017  ___________________________________________________________________
 JU4017* NAD 83(1996)-  39 42 23.39789(N)    075 01 39.73589(W)     ADJUSTED  
 JU4017* NAVD 88     -        48.0    (meters)     157.     (feet)  GPS OBS   
 JU4017  ___________________________________________________________________
 JU4017  X           -   1,269,438.692 (meters)                     COMP
 JU4017  Y           -  -4,746,789.430 (meters)                     COMP
 JU4017  Z           -   4,052,977.646 (meters)                     COMP
 JU4017  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 JU4017  ELLIP HEIGHT-          14.71  (meters)          (09/25/02) GPS OBS
 JU4017  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JU4017
 JU4017  HORZ ORDER  -  FIRST
 JU4017  ELLP ORDER  -  FOURTH    CLASS I
 JU4017
 JU4017.This mark is at Cross Keys Airport (17N)
 JU4017
 JU4017.The horizontal coordinates were established by GPS observations
 JU4017.and adjusted by the National Geodetic Survey in March 2000..
 JU4017
 JU4017.The orthometric height was determined by GPS observations and a
 JU4017.high-resolution geoid model.
 JU4017
 JU4017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4017
 JU4017.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4017
 JU4017.The ellipsoidal height was determined by GPS observations
 JU4017.and is referenced to NAD 83.
 JU4017
 JU4017.The geoid height was determined by GEOID03.
 JU4017
 JU4017;                    North         East     Units Scale Factor Converg.
 JU4017;SPC NJ       -    97,062.893   104,749.354   MT  0.99992520   -0 20 13.7
 JU4017;SPC NJ       -   318,447.17    343,665.17   sFT  0.99992520   -0 20 13.7
 JU4017;UTM  18      - 4,395,182.718   497,625.066   MT  0.99960007   -0 01 03.7
 JU4017
 JU4017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4017!SPC NJ       -   0.99999769  x   0.99992520  =   0.99992289
 JU4017!UTM  18      -   0.99999769  x   0.99960007  =   0.99959776
 JU4017
 JU4017:                Primary Azimuth Mark                     Grid Az
 JU4017:SPC NJ       -  CROSS KEYS PRIMARY PAIR 2                254 16 49.0
 JU4017:UTM  18      -  CROSS KEYS PRIMARY PAIR 2                253 57 39.0
 JU4017
 JU4017|---------------------------------------------------------------------|
 JU4017| PID    Reference Object                     Distance      Geod. Az  |
 JU4017|                                                           dddmmss.s |
 JU4017| JU4018 CROSS KEYS PRIMARY PAIR 2           431.518 METERS 2535635.3 |
 JU4017|---------------------------------------------------------------------|
 JU4017
 JU4017                          SUPERSEDED SURVEY CONTROL
 JU4017
 JU4017  ELLIP H (03/31/00)   14.70   (m)                       GP(       ) 3 1
 JU4017  NAD 83(1996)-  39 42 23.39839(N)    075 01 39.73743(W) AD(       ) 2
 JU4017  ELLIP H (09/01/99)   14.73   (m)                       GP(       ) 4 1
 JU4017  NAD 83(1991)-  39 42 23.39366(N)    075 01 39.73626(W) AD(       ) 2
 JU4017  ELLIP H (01/27/92)   14.66   (m)                       GP(       ) 4 1
 JU4017  NAD 83(1986)-  39 42 23.38773(N)    075 01 39.73198(W) AD(       ) 2
 JU4017  NAD 27      -  39 42 22.97928(N)    075 01 41.13590(W) AD(       ) 2
 JU4017  NGVD 29 (08/10/88)   48.1    (m)          158.     (f) GPS OBS        
 JU4017
 JU4017.Superseded values are not recommended for survey control.
 JU4017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4017.See file dsdata.txt to determine how the superseded data were derived.
 JU4017
 JU4017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9762595183(NAD 83)
 JU4017_MARKER: I = METAL ROD
 JU4017_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU4017_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JU4017_STAMPING: CROSS KEYS PP1 1987
 JU4017_MARK LOGO: NGS   
 JU4017_PROJECTION: FLUSH
 JU4017_MAGNETIC: I = MARKER IS A STEEL ROD
 JU4017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU4017+STABILITY: POSITION/ELEVATION WELL
 JU4017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4017+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2001
 JU4017_ROD/PIPE-DEPTH: 13.7 meters
 JU4017_SLEEVE-DEPTH  : 0.91 meters
 JU4017
 JU4017  HISTORY     - Date     Condition        Report By
 JU4017  HISTORY     - 1987     MONUMENTED       AEROS
 JU4017  HISTORY     - 1987     GOOD             AEROS
 JU4017  HISTORY     - 19901120 GOOD             NGS
 JU4017  HISTORY     - 19981114 GOOD             USPSQD
 JU4017  HISTORY     - 19990707 GOOD             NJGS
 JU4017  HISTORY     - 20010406 GOOD             TWT
 JU4017  HISTORY     - 20010409 GOOD             TWT
 JU4017
 JU4017                          STATION DESCRIPTION
 JU4017
 JU4017'DESCRIBED BY AERO SERVICE CORPORATION 1987 (UNK)
 JU4017'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI)
 JU4017'SOUTH OF THE TOWN OF CROSS KEYS,
 JU4017'3.7 KM (2.3 MI) NORTHWEST OF WILLIAMSTOWN, 7.2 KM (4.5 MI) EAST OF
 JU4017'GLASSBORO, WITHIN THE BOUNDARY OF THE CROSS KEYS AIRPORT.
 JU4017'OWNERSHIP--CROSS KEYS AIRPORT INC., ROUTE 555 BOX 135,
 JU4017'WILLIAMSTOWN, NEW JERSEY 08094.  MANAGERS--MR. ALBERT LEWIS AND MR.
 JU4017'M. N. LIHN, PHONE NUMBER (609)629-3033.
 JU4017'
 JU4017'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 42 AND U.S.
 JU4017'HIGHWAY 322 IN THE TOWN OF WILLIAMSTOWN, GLOUCESTER COUNTY, NEW
 JU4017'JERSEY,  GO WEST FOR 0.4 KM (0.25 MI) ON U.S. HIGHWAY 322 TO A FIVE
 JU4017'ROAD INTERSECTION.
 JU4017'TURN RIGHT AND GO NORTHWESTERLY FOR 2.01 KM (1.25 MI) ON U.S. HIGHWAY
 JU4017'322 AND COUNTY ROUTE 536 TO THE JUNCTION OF COUNTY ROUTE 555.
 JU4017'TURN RIGHT AND GO NORTH-NORTHWEST FOR 2.09 KM (1.30 MI) ON ROUTE
 JU4017'555 TO THE CROSS KEYS AIRPORT ON THE RIGHT AND THE STATION AS
 JU4017'DESCRIBED.
 JU4017'
 JU4017'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JU4017'FLANGE WITH ACCESS COVER IS STAMPED---CROSS KEYS PP1 1987---, AND IS
 JU4017'FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JU4017'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT THE DEPTH OF 13.7 METERS
 JU4017'(45 FT) AND IS RECESSED 10 CM BELOW THE GROUND.  LOCATED
 JU4017'16.6 METERS (54.6 FT) SOUTH FROM THE CENTERLINE OF THE RUNWAY,
 JU4017'14.0 METERS (46.0 FT) NORTH FROM THE EAST-WEST TAXIWAY,
 JU4017'13.6 METERS (44.7 FT) WEST-NORTHWEST FROM THE SECOND TAXIWAY TO THE
 JU4017'RUNWAY,
 JU4017'0.7 METERS (2.5 FT) SOUTH FROM A CARSONITE WITNESS POST.
 JU4017
 JU4017                          STATION RECOVERY (1987)
 JU4017
 JU4017'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 JU4017'RECOVERED IN GOOD CONDITION.
 JU4017
 JU4017                          STATION RECOVERY (1990)
 JU4017
 JU4017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU4017'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI) SOUTH OF CROSS KEYS, 3.7
 JU4017'KM (2.3 MI) NORTHWEST OF WILLIAMSTOWN, 7.2 KM (4.5 MI) EAST OF
 JU4017'GLASSBORO, AT THE CROSS KEYS AIRPORT NORTHEAST OF THE AIRPORT OFFICE
 JU4017'AT THE JUNCTION OF THE TAXIWAY LEADING TO RUNWAY 27.
 JU4017'OWNERSHIP--CROSS KEYS AIRPORT INC., STATE ROUTE 555, BOX 135,
 JU4017'WILLIAMSTOWN, NJ 08094, AIRPORT MANAGERS ARE ALBERT LEWIS AND M.N.
 JU4017'LIHN, PHONE 609-629-3033.
 JU4017'TO REACH THE STATION FROM THE JUNCTIONS OF COUNTY ROADS 555, 689 AND
 JU4017'654 AT THE 5 POINT INTERSECTION IN CROSS KEYS, GO SOUTH ON COUNTY
 JU4017'ROAD 555 FOR 0.8 KM (0.5 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 JU4017'RIGHT, TURN RIGHT, WEST, INTO THE ENTRANCE THEN BEAR RIGHT TO THE
 JU4017'FUELING STATION ON THE LEFT, BEAR RIGHT ACROSS THE APRON TO THE NORTH
 JU4017'ONE OF TWO JUNCTIONS OF RUNWAY 27 AND THE STATION ON THE LEFT.
 JU4017'THE STATION IS LOCATED 16.6 M (54.5 FT) SOUTH OF THE CENTER OF THE
 JU4017'RUNWAY, 14.0 M (45.9 FT) NORTH OF THE CENTER OF THE TAXIWAY AND 0.25
 JU4017'M (0.82 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 JU4017
 JU4017                          STATION RECOVERY (1998)
 JU4017
 JU4017'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU4017'RECOVERED IN GOOD CONDITION.
 JU4017
 JU4017                          STATION RECOVERY (1999)
 JU4017
 JU4017'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (ECB)
 JU4017'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE ADDRESS OF THE
 JU4017'AIRPORT HAS BEEN CHANGED.  THE NEW ADDRESS IS 1531 NORTH TUCKAHOE
 JU4017'ROAD, WILLIAMSTOWN, NEW JERSEY 08094 8913.  THE MANAGERS ARE MRS.
 JU4017'LEWIS AND MRS.  JOHN AND THE PHONE NUMBERS ARE 609 629 3444, 629 3033
 JU4017'AND 629 3366.
 JU4017
 JU4017                          STATION RECOVERY (2001)
 JU4017
 JU4017'RECOVERY NOTE BY TWT CONS ENG 2001 (DRF)
 JU4017'RECOVERED IN GOOD CONDITION.
 JU4017
 JU4017                          STATION RECOVERY (2001)
 JU4017
 JU4017'RECOVERY NOTE BY TWT CONS ENG 2001 (DJR)
 JU4017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4018 ***********************************************************************
 JU4018  DESIGNATION -  CROSS KEYS PRIMARY PAIR 2
 JU4018  PID         -  JU4018
 JU4018  STATE/COUNTY-  NJ/GLOUCESTER
 JU4018  USGS QUAD   -  PITMAN EAST (1994)
 JU4018
 JU4018                         *CURRENT SURVEY CONTROL
 JU4018  ___________________________________________________________________
 JU4018* NAD 83(1996)-  39 42 19.52760(N)    075 01 57.14337(W)     ADJUSTED  
 JU4018* NAVD 88     -        44.3    (meters)     145.     (feet)  GPS OBS   
 JU4018  ___________________________________________________________________
 JU4018  X           -   1,269,057.063 (meters)                     COMP
 JU4018  Y           -  -4,746,967.524 (meters)                     COMP
 JU4018  Z           -   4,052,883.502 (meters)                     COMP
 JU4018  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 JU4018  ELLIP HEIGHT-          11.09  (meters)          (09/25/02) GPS OBS
 JU4018  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JU4018
 JU4018  HORZ ORDER  -  FIRST
 JU4018  ELLP ORDER  -  FOURTH    CLASS I
 JU4018
 JU4018.This mark is at Cross Keys Airport (17N)
 JU4018
 JU4018.The horizontal coordinates were established by GPS observations
 JU4018.and adjusted by the National Geodetic Survey in March 2000..
 JU4018
 JU4018.The orthometric height was determined by GPS observations and a
 JU4018.high-resolution geoid model.
 JU4018
 JU4018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4018
 JU4018.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4018
 JU4018.The ellipsoidal height was determined by GPS observations
 JU4018.and is referenced to NAD 83.
 JU4018
 JU4018.The geoid height was determined by GEOID03.
 JU4018
 JU4018;                    North         East     Units Scale Factor Converg.
 JU4018;SPC NJ       -    96,945.990   104,334.007   MT  0.99992567   -0 20 24.8
 JU4018;SPC NJ       -   318,063.64    342,302.49   sFT  0.99992567   -0 20 24.8
 JU4018;UTM  18      - 4,395,063.540   497,210.512   MT  0.99960010   -0 01 14.8
 JU4018
 JU4018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4018!SPC NJ       -   0.99999826  x   0.99992567  =   0.99992393
 JU4018!UTM  18      -   0.99999826  x   0.99960010  =   0.99959836
 JU4018
 JU4018:                Primary Azimuth Mark                     Grid Az
 JU4018:SPC NJ       -  CROSS KEYS PRIMARY PAIR 1                074 16 49.0
 JU4018:UTM  18      -  CROSS KEYS PRIMARY PAIR 1                073 57 39.0
 JU4018
 JU4018|---------------------------------------------------------------------|
 JU4018| PID    Reference Object                     Distance      Geod. Az  |
 JU4018|                                                           dddmmss.s |
 JU4018| JU4017 CROSS KEYS PRIMARY PAIR 1           431.518 METERS 0735624.2 |
 JU4018|---------------------------------------------------------------------|
 JU4018
 JU4018                          SUPERSEDED SURVEY CONTROL
 JU4018
 JU4018  ELLIP H (03/31/00)   11.09   (m)                       GP(       ) 3 1
 JU4018  NAD 83(1996)-  39 42 19.52799(N)    075 01 57.14435(W) AD(       ) 2
 JU4018  ELLIP H (09/01/99)   11.12   (m)                       GP(       ) 4 1
 JU4018  NAD 83(1991)-  39 42 19.52259(N)    075 01 57.14150(W) AD(       ) 2
 JU4018  ELLIP H (01/27/92)   11.05   (m)                       GP(       ) 4 1
 JU4018  NAD 83(1986)-  39 42 19.51712(N)    075 01 57.13972(W) AD(       ) 2
 JU4018  NAD 27      -  39 42 19.10840(N)    075 01 58.54437(W) AD(       ) 2
 JU4018  NGVD 29 (08/10/88)   44.5    (m)          146.     (f) GPS OBS        
 JU4018
 JU4018.Superseded values are not recommended for survey control.
 JU4018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4018.See file dsdata.txt to determine how the superseded data were derived.
 JU4018
 JU4018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9721195064(NAD 83)
 JU4018_MARKER: I = METAL ROD
 JU4018_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU4018_SP_SET: OBJECT DRIVEN INTO GROUND
 JU4018_STAMPING: CROSS KEYS PP2 1987
 JU4018_MARK LOGO: NGS   
 JU4018_MAGNETIC: I = MARKER IS A STEEL ROD
 JU4018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU4018+STABILITY: POSITION/ELEVATION WELL
 JU4018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4018+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1999
 JU4018
 JU4018  HISTORY     - Date     Condition        Report By
 JU4018  HISTORY     - 1987     MONUMENTED       AEROS
 JU4018  HISTORY     - 19981114 GOOD             USPSQD
 JU4018  HISTORY     - 19990707 GOOD             NJGS
 JU4018
 JU4018                          STATION DESCRIPTION
 JU4018
 JU4018'DESCRIBED BY AERO SERVICE CORPORATION 1987 (UNK)
 JU4018'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI)
 JU4018'SOUTH OF THE TOWN OF CROSS KEYS,
 JU4018'3.7 KM (2.3 MI) NORTHWEST OF WILLIAMSTOWN, 7.2 KM (4.5 MI) EAST OF
 JU4018'GLASSBORO, WITHIN THE BOUNDARY OF THE CROSS KEYS AIRPORT.
 JU4018'OWNERSHIP--CROSS KEYS AIRPORT INC., ROUTE 555 BOX 135,
 JU4018'WILLIAMSTOWN, NEW JERSEY 08094.  MANAGERS--MR. ALBERT LEWIS AND MR.
 JU4018'M. N. LIHN, PHONE NUMBER (609)629-3033.
 JU4018'
 JU4018'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 42 AND U.S.
 JU4018'HIGHWAY 322 IN THE TOWN OF WILLIAMSTOWN, GLOUCESTER COUNTY, NEW
 JU4018'JERSEY,  GO WEST FOR 0.4 KM (0.25 MI) ON U.S. HIGHWAY 322 TO A FIVE
 JU4018'ROAD INTERSECTION.
 JU4018'TURN RIGHT AND GO NORTHWESTERLY FOR 2.01 KM (1.25 MI) ON U.S. HIGHWAY
 JU4018'322 AND COUNTY ROUTE 536 TO THE JUNCTION OF COUNTY ROUTE 555.
 JU4018'TURN RIGHT AND GO NORTH-NORTHWEST FOR 2.09 KM (1.30 MI) ON ROUTE
 JU4018'555 TO THE CROSS KEYS AIRPORT ON THE RIGHT AND THE STATION AS
 JU4018'DESCRIBED.
 JU4018'
 JU4018'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JU4018'FLANGE WITH ACCESS COVER IS STAMPED---CROSS KEYS PP2 1987---, AND IS
 JU4018'FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JU4018'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT THE DEPTH OF 11.9 METERS
 JU4018'(39 FT), AND IS RECESSED 10 CM BELOW THE GROUND.  LOCATED
 JU4018'16.9 METERS (55.5 FT) SOUTH FROM THE CENTERLINE OF THE RUNWAY,
 JU4018'13.3 METERS (43.7 FT) NORTH FROM THE EAST-WEST TAXIWAY PARALLELING
 JU4018'THE RUNWAY,
 JU4018'10.8 METERS (35.5 FT) EAST FROM THE TAXIWAY LEADING TO THE RUNWAY,
 JU4018'0.7 METERS (2.5 FT) WEST FROM A CARSONITE WITNESS POST.
 JU4018
 JU4018                          STATION RECOVERY (1998)
 JU4018
 JU4018'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU4018'RECOVERED IN GOOD CONDITION.
 JU4018
 JU4018                          STATION RECOVERY (1999)
 JU4018
 JU4018'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (RJK)
 JU4018'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE ADDRESS OF THE
 JU4018'AIRPORT HAS BEEN CHANGED.  THE NEW ADDRESS IS 1531 NORTH TUCKAHOE
 JU4018'ROAD, WILLIAMSTOWN, NEW JERSEY 08094 8913.  THE MANAGERS ARE MRS.
 JU4018'LEWIS AND MRS.  JOHN AND THE PHONE NUMBERS ARE 609 629 3444, 629 3033
 JU4018'AND 629 3366.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3372 ***********************************************************************
 JU3372  DESIGNATION -  CROSS LEDGE SHOAL OLD LIGHTHSE
 JU3372  PID         -  JU3372
 JU3372  STATE/COUNTY-  NJ/CUMBERLAND
 JU3372  USGS QUAD   -  FORTESCUE (1992)
 JU3372
 JU3372                         *CURRENT SURVEY CONTROL
 JU3372  ___________________________________________________________________
 JU3372* NAD 83(1996)-  39 09 46.96444(N)    075 14 11.58970(W)     ADJUSTED  
 JU3372* NAVD 88     -                                                        
 JU3372  ___________________________________________________________________
 JU3372  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 JU3372  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 JU3372
 JU3372  HORZ ORDER  -  THIRD
 JU3372
 JU3372.The horizontal coordinates were established by classical geodetic methods
 JU3372.and adjusted by the National Geodetic Survey in September 1999..
 JU3372
 JU3372
 JU3372.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3372
 JU3372.The geoid height was determined by GEOID03.
 JU3372
 JU3372;                    North         East     Units Scale Factor Converg.
 JU3372;SPC NJ       -    36,857.891    86,347.790   MT  0.99994987   -0 27 54.6
 JU3372;SPC NJ       -   120,924.60    283,292.71   sFT  0.99994987   -0 27 54.6
 JU3372;SPC DE       -   129,121.620   215,566.681   MT  0.99999798   +0 06 49.5
 JU3372;SPC DE       -   423,626.51    707,238.35   sFT  0.99999798   +0 06 49.5
 JU3372;UTM  18      - 4,334,896.833   479,563.569   MT  0.99960514   -0 08 57.8
 JU3372
 JU3372                          SUPERSEDED SURVEY CONTROL
 JU3372
 JU3372  NAD 83(1991)-  39 09 46.95768(N)    075 14 11.59361(W) AD(       ) 4
 JU3372  NAD 83(1986)-  39 09 46.95043(N)    075 14 11.59828(W) AD(       ) 4
 JU3372  NAD 27      -  39 09 46.55200(N)    075 14 12.91900(W) AD(       ) 3
 JU3372
 JU3372.Superseded values are not recommended for survey control.
 JU3372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3372.See file dsdata.txt to determine how the superseded data were derived.
 JU3372
 JU3372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7956434897(NAD 83)
 JU3372_MARKER: 13 = LIGHTHOUSE
 JU3372
 JU3372  HISTORY     - Date     Condition        Report By
 JU3372  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3372  HISTORY     - 1969     GOOD             CGS
 JU3372  HISTORY     - 19950429 GOOD             USPSQD
 JU3372
 JU3372                          STATION DESCRIPTION
 JU3372
 JU3372'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JKW)
 JU3372'STATION RECOVERED IN GOOD CONDITION.
 JU3372
 JU3372                          STATION RECOVERY (1995)
 JU3372
 JU3372'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU3372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5341 ***********************************************************************
 KV5341  DESIGNATION -  CROSSMAN
 KV5341  PID         -  KV5341
 KV5341  STATE/COUNTY-  NJ/MIDDLESEX
 KV5341  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5341
 KV5341                         *CURRENT SURVEY CONTROL
 KV5341  ___________________________________________________________________
 KV5341* NAD 83(1996)-  40 29 04.08359(N)    074 19 17.46243(W)     ADJUSTED  
 KV5341* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 KV5341  ___________________________________________________________________
 KV5341  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 KV5341  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KV5341
 KV5341  HORZ ORDER  -  SECOND
 KV5341
 KV5341.The horizontal coordinates were established by classical geodetic methods
 KV5341.and adjusted by the National Geodetic Survey in September 1999..
 KV5341
 KV5341.The orthometric height was scaled from a topographic map.
 KV5341
 KV5341.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5341
 KV5341.The geoid height was determined by GEOID03.
 KV5341
 KV5341;                    North         East     Units Scale Factor Converg.
 KV5341;SPC NJ       -   183,319.277   165,131.555   MT  0.99990282   +0 06 57.2
 KV5341;SPC NJ       -   601,439.99    541,769.11   sFT  0.99990282   +0 06 57.2
 KV5341;SPC NY L     -    35,340.271   272,739.058   MT  1.00001514   -0 12 37.1
 KV5341;SPC NY L     -   115,945.54    894,811.39   sFT  1.00001514   -0 12 37.1
 KV5341;UTM  18      - 4,481,751.703   557,503.923   MT  0.99964070   +0 26 25.8
 KV5341
 KV5341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5341!SPC NJ       -   1.00000124  x   0.99990282  =   0.99990406
 KV5341!SPC NY L     -   1.00000124  x   1.00001514  =   1.00001638
 KV5341!UTM  18      -   1.00000124  x   0.99964070  =   0.99964194
 KV5341
 KV5341:                Primary Azimuth Mark                     Grid Az
 KV5341:SPC NJ       -  FORDS HAYDEN CHEMICAL CO CHIM            000 05 08.2
 KV5341:SPC NY L     -  FORDS HAYDEN CHEMICAL CO CHIM            000 24 42.5
 KV5341:UTM  18      -  FORDS HAYDEN CHEMICAL CO CHIM            359 45 39.6
 KV5341
 KV5341|---------------------------------------------------------------------|
 KV5341| PID    Reference Object                     Distance      Geod. Az  |
 KV5341|                                                           dddmmss.s |
 KV5341| KV4856 FORDS HAYDEN CHEMICAL CO CHIM       APPROX. 3.3 KM 0001205.4 |
 KV5341| KV4836 FORDS PORCELAIN CO TANK             APPROX. 4.7 KM 0041002.1 |
 KV5341| KV4859 SMALL CHIMNEY WEST OF FORDS         APPROX. 3.2 KM 0061852.2 |
 KV5341| KV4868 RARITAN RIVER BEACON 2              APPROX. 2.5 KM 0130306.6 |
 KV5341| KV4850 KEASBEY CARBORUNDUM CO TANK         APPROX. 3.5 KM 0180832.0 |
 KV5341| KV4863 KEASBEY CARBORUNDUM TALL CHIM       APPROX. 3.2 KM 0211158.2 |
 KV5341| KV4852 KEASBEY NAVICOAL CO SLIM STACK      APPROX. 3.8 KM 0333918.1 |
 KV5341| KV4847 NORTH PERTH AMBOY INCIN CHIM        APPROX. 4.5 KM 0385219.5 |
 KV5341| KV4866 RARITAN RIVER VICT BRIDGE FP        APPROX. 3.8 KM 0441326.7 |
 KV5341| KV4861 PERTH AMBOY GREEN SPIRE             APPROX. 4.7 KM 0463820.1 |
 KV5341| KV4853 RARITAN RIVER CASTLES YEL STK       APPROX. 4.8 KM 0495348.1 |
 KV5341| CB5816 CROSSMAN RM 2                        19.043 METERS 14303     |
 KV5341| KV5372 STANDPIPE SA                        APPROX. 3.5 KM 1631947.1 |
 KV5341| KV5333 DAYTON HARDWOOD CO HALF TANK        APPROX. 4.3 KM 1713842.5 |
 KV5341| KV5362 RARITAN RIVER CROSSMANS TANK        APPROX. 1.3 KM 1793419.9 |
 KV5341| KV5328 DUPONT CO TANK                      APPROX. 3.0 KM 1871742.5 |
 KV5341| KV5330 DUPONT CO TALLER CHIMNEY            APPROX. 2.8 KM 1923317.5 |
 KV5341| KV5329 DUPONT CO PROC DEPT BLDG CHIM       APPROX. 2.7 KM 1931029.8 |
 KV5341| KV5368 PARLIN HERCULES POWDER TK 1         APPROX. 3.7 KM 2010321.6 |
 KV5341| KV5348 PARLIN HERCULES POWDER STACK        APPROX. 3.9 KM 2030255.3 |
 KV5341| KV5326 LONE CHIMNEY NEAR SAYREVILLE        APPROX. 0.9 KM 2142457.0 |
 KV5341| CB5817 CROSSMAN RM 3                        15.325 METERS 21651     |
 KV5341| KV5354 SAYREVILLE TALL TANK                APPROX. 3.1 KM 2232407.1 |
 KV5341| KV5388 SAYREVILLE ST STANISLAUS CH         APPROX. 4.1 KM 2404828.0 |
 KV5341| KV4854 RARITAN RIVER ARSENAL CHIMNEY       APPROX. 4.3 KM 3150627.8 |
 KV5341| CB5815 CROSSMAN RM 1                        20.739 METERS 33331     |
 KV5341| KV4839 FORDS GENERAL CERAMICS CHIMNEY      APPROX. 5.4 KM 3430729.8 |
 KV5341| KV5361 RARITAN RIVER BEACON 3              APPROX. 1.7 KM 3522631.0 |
 KV5341| KV4851 FORDS HAYDEN CHEMICAL CO TANK       APPROX. 3.3 KM 3581931.2 |
 KV5341|---------------------------------------------------------------------|
 KV5341
 KV5341                          SUPERSEDED SURVEY CONTROL
 KV5341
 KV5341  NAD 83(1996)-  40 29 04.08324(N)    074 19 17.46295(W) AD(       ) 2
 KV5341  NAD 83(1986)-  40 29 04.08455(N)    074 19 17.46116(W) AD(       ) 2
 KV5341  NAD 27      -  40 29 03.70200(N)    074 19 18.93300(W) AD(       ) 2
 KV5341
 KV5341.Superseded values are not recommended for survey control.
 KV5341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5341.See file dsdata.txt to determine how the superseded data were derived.
 KV5341
 KV5341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5750481752(NAD 83)
 KV5341_MARKER: DS = TRIANGULATION STATION DISK
 KV5341_SETTING: 0 = UNSPECIFIED SETTING
 KV5341
 KV5341  HISTORY     - Date     Condition        Report By
 KV5341  HISTORY     - 1932     MONUMENTED       CGS
 KV5341  HISTORY     - 1945     GOOD             CGS
 KV5341
 KV5341                          STATION DESCRIPTION
 KV5341
 KV5341'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5341'THIS STATION IS ON THE S SIDE OF THE RARITAN RIVER, BETWEEN S
 KV5341'AMBOY AND SAYREVILLE AND SOMEWHAT NEARER THE FORMER.  IT IS
 KV5341'LOCATED ATOP A SMALL ISOLATED SAND HILL (TREE-COVERED) INSHORE
 KV5341'OF THE CROSSMAN DOCKS AND MIDWAY BETWEEN THE RIVER AND THE
 KV5341'3-STORY CROSSMAN HOUSE (THE SOLE HOUSE IN THE VICINITY).  IT IS
 KV5341'BEST REACHED BY GOING W FROM S AMBOY ON MAIN STREET, THENCE
 KV5341'THROUGH A PRIVATE ROAD TO THE FOOT OF THE HILL.
 KV5341'
 KV5341'STATION IS MARKED BY A STANDARD BRONZE STATION DISK STAMPED
 KV5341'CROSSMAN-1932 CEMENTED IN A DRILL HOLE AND SET FLUSH IN THE TOP
 KV5341'OF THE OBLONG, CONCRETE COVER OF A SMALL WATER-STORAGE
 KV5341'TANK.  THREE REFERENCE MARKS WERE PLACED, AS FOLLOWS--REFERENCE
 KV5341'MARK NO.1 TOWARD THE RIVER.  REFERENCE MARK NO.2 ON THE INSHORE
 KV5341'SIDE OF THE STATION MARK AND ABOUT 6 FEET BELOW IT.  REFERENCE
 KV5341'MARK NO.3 ON THE RIDGE TO THE WESTWARD AND SLIGHTLY ABOVE THE
 KV5341'STATION MARK.  ALL REFERENCE MARKS CONSIST OF 3-FOOT TRUNCATED
 KV5341'CONICAL CONCRETE MONUMENTS (PROJECTING SLIGHTLY ABOVE THE
 KV5341'GROUND) OF 12-INCH TOP DIAMETER, IN THE FLAT TOP OF WHICH IS ITS
 KV5341'NUMBER AND A REFERENCE CROSS FILLED WITH NEAT BLACK CEMENT.
 KV5341'THE LONGER BAR OF THE CROSS POINTS TOWARD THE CENTER MARK
 KV5341'(SHOULD A CROSS-INTERSECTION BE SO DEFACED AS TO BE
 KV5341'RENDERED INDEFINITE THE EXACT REFERENCE MARK CENTER MAY BE
 KV5341'RECOVERED BY COLD-CHISELLING ABOUT 1 INCH BELOW THE MONUMENT
 KV5341'SURFACE TO A 1/4 INCH ROUND BRASS ROD WHICH EXTENDS
 KV5341'VERTICALLY DOWNWARD 8 INCHES INTO THE MONUMENT).  ADDITIONAL
 KV5341'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV5341'
 KV5341'TO NE CORNER OF CONCRETE COVER 4.22 METERS
 KV5341'
 KV5341'TO SE CORNER OF CONCRETE COVER 4.02 METERS
 KV5341'
 KV5341'TO NW CORNER OF CONCRETE COVER 7.00 METERS
 KV5341'
 KV5341'TO NE CORNER OF 3-FOOT HIGH MANHOLE ENTRANCE 5.03 METERS
 KV5341'
 KV5341'A 25-FOOT OBSERVING TOWER IS NECESSARY TO OBTAIN CLEARANCE
 KV5341'ALONG THE RIVER--A 43-FOOT TOWER TO OBTAIN CLEARANCE TO STATION
 KV5341'BANK.
 KV5341'
 KV5341'HEIGHT OF SIGNAL ABOVE STATION MARK - 15 METERS.
 KV5341
 KV5341                          STATION RECOVERY (1945)
 KV5341
 KV5341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RGB)
 KV5341'THIS STATION REPORTED TO BE IN GOOD CONDITION BY ENGINEER BERNARD
 KV5341'S. BRAMELD OF POST ENGINEERS OFFICE RARITAN ARSENAL, NEW JERSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5783 ***********************************************************************
 KV5783  DESIGNATION -  CROTON 2
 KV5783  PID         -  KV5783
 KV5783  STATE/COUNTY-  NJ/HUNTERDON
 KV5783  USGS QUAD   -  STOCKTON (1981)
 KV5783
 KV5783                         *CURRENT SURVEY CONTROL
 KV5783  ___________________________________________________________________
 KV5783* NAD 83(1996)-  40 29 03.78925(N)    074 54 44.05729(W)     ADJUSTED  
 KV5783* NAVD 88     -       164.7    (meters)     540.     (feet)  GPS OBS   
 KV5783  ___________________________________________________________________
 KV5783  X           -   1,264,544.782 (meters)                     COMP
 KV5783  Y           -  -4,690,594.588 (meters)                     COMP
 KV5783  Z           -   4,119,126.211 (meters)                     COMP
 KV5783  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 KV5783  ELLIP HEIGHT-         130.78  (meters)          (10/23/02) GPS OBS
 KV5783  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KV5783
 KV5783  HORZ ORDER  -  FIRST
 KV5783  ELLP ORDER  -  FOURTH    CLASS I
 KV5783
 KV5783.The horizontal coordinates were established by classical geodetic methods
 KV5783.and adjusted by the National Geodetic Survey in May 1999..
 KV5783
 KV5783.The orthometric height was determined by GPS observations and a
 KV5783.high-resolution geoid model.
 KV5783
 KV5783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5783
 KV5783.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5783
 KV5783.The ellipsoidal height was determined by GPS observations
 KV5783.and is referenced to NAD 83.
 KV5783
 KV5783.The geoid height was determined by GEOID03.
 KV5783
 KV5783;                    North         East     Units Scale Factor Converg.
 KV5783;SPC NJ       -   183,376.526   115,050.842   MT  0.99991503   -0 16 03.5
 KV5783;SPC NJ       -   601,627.82    377,462.64   sFT  0.99991503   -0 16 03.5
 KV5783;UTM  18      - 4,481,525.270   507,438.125   MT  0.99960068   +0 03 25.1
 KV5783
 KV5783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5783!SPC NJ       -   0.99997949  x   0.99991503  =   0.99989452
 KV5783!UTM  18      -   0.99997949  x   0.99960068  =   0.99958017
 KV5783
 KV5783:                Primary Azimuth Mark                     Grid Az
 KV5783:SPC NJ       -  AIRWAY BEACON 68                         034 35 29.6
 KV5783:UTM  18      -  AIRWAY BEACON 68                         034 16 01.0
 KV5783
 KV5783|---------------------------------------------------------------------|
 KV5783| PID    Reference Object                     Distance      Geod. Az  |
 KV5783|                                                           dddmmss.s |
 KV5783| KV5819 AIRWAY BEACON 68                    APPROX.17.3 KM 0341926.1 |
 KV5783| KV5813 AIRWAY BEACON 69                    APPROX.18.0 KM 0513910.8 |
 KV5783| CB5820 CROTON 2 RM 2                       134.326 METERS 07553     |
 KV5783| CB5821 CROTON 2 RM 3                        30.809 METERS 27729     |
 KV5783| CB5818 CROTON 2 AZ MK                                     2804144.0 |
 KV5783| KV3577 AIRWAY BN 67B NE OF PORTER          APPROX.20.6 KM 3314845.5 |
 KV5783| CB5819 CROTON 2 RM 1                       198.550 METERS 35441     |
 KV5783| KV5821 GLEN GARDNER TANK                   APPROX.23.4 KM 3582330.2 |
 KV5783|---------------------------------------------------------------------|
 KV5783
 KV5783                          SUPERSEDED SURVEY CONTROL
 KV5783
 KV5783  ELLIP H (05/14/99)  130.79   (m)                       GP(       ) 4 1
 KV5783  ELLIP H (01/27/92)  130.97   (m)                       GP(       ) 4 1
 KV5783  NAD 83(1986)-  40 29 03.78822(N)    074 54 44.06147(W) AD(       ) 1
 KV5783  NAD 27      -  40 29 03.41400(N)    074 54 45.46400(W) AD(       ) 1
 KV5783  NGVD 29 (05/20/88)  164.8    (m)          541.     (f) GPS OBS        
 KV5783
 KV5783.Superseded values are not recommended for survey control.
 KV5783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5783.See file dsdata.txt to determine how the superseded data were derived.
 KV5783
 KV5783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0743881525(NAD 83)
 KV5783_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5783_SP_SET: CONCRETE POST
 KV5783_STAMPING: CROTON 1929
 KV5783_MARK LOGO: CGS   
 KV5783_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5783+STABILITY: SURFACE MOTION
 KV5783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5783+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1993
 KV5783
 KV5783  HISTORY     - Date     Condition        Report By
 KV5783  HISTORY     - 1929     MONUMENTED       CGS
 KV5783  HISTORY     - 1929     GOOD             CGS
 KV5783  HISTORY     - 1936     GOOD             CGS
 KV5783  HISTORY     - 1937     GOOD             NJGS
 KV5783  HISTORY     - 1942     GOOD             CGS
 KV5783  HISTORY     - 1974     GOOD             NGS
 KV5783  HISTORY     - 1986     GOOD             AEROS
 KV5783  HISTORY     - 19870822 GOOD
 KV5783  HISTORY     - 19891206 GOOD             NJGS
 KV5783  HISTORY     - 19900206 GOOD
 KV5783  HISTORY     - 19930331 GOOD             NJGS
 KV5783
 KV5783                          STATION DESCRIPTION
 KV5783
 KV5783'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 KV5783'STATION IS ABOUT 3 MILES SW OF FLEMINGTON AND 2 MILES S OF CROTON IN
 KV5783'THE LINE FENCE BETWEEN THE FARMS OF MRS. MC PHERSON AND MR. JOHN
 KV5783'GIBERT.
 KV5783'
 KV5783'THE STATION IS ABOUT 165 METERS W OF THE BARN ON MRS. MC PHERSONS
 KV5783'FARM, 15.7 METERS S OF THE NE FENCE CORNER OF PASTURE OF THE
 KV5783'ADJOINING FARM (MR. GILBERTS PLACE), AND IN THE FENCE LINE.  MARK
 KV5783'PROTRUDES 6 INCHES ABOVE THE GROUND.
 KV5783'
 KV5783'SURFACE, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 KV5783'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 KV5783'
 KV5783'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE IN BEDROCK.
 KV5783'
 KV5783'REFERENCE MARK NO.1 IS N OF THE STATION IN E-W FENCE LINE ALONG
 KV5783'THE S SIDE OF THE ROAD, 2.5 METERS E OF A LARGE WILLOW TREE THAT
 KV5783'STANDS IN FENCE ROW, AND EXTENDS 6 INCHES ABOVE THE GROUND.
 KV5783'
 KV5783'REFERENCE MARK NO.2 IS E OF THE STATION IN THE FENCE CORNER
 KV5783'AND EXTENDS 6 INCHES ABOVE THE GROUND.
 KV5783'
 KV5783'TO REACH STATION FROM FLEMINGTON, TAKE MACADAM ROAD LEADING
 KV5783'TO STOCKTON WHICH FORKS OFF HIGHWAY 30 IN THE WESTERN OUTSKIRTS
 KV5783'OF FLEMINGTON.  SET SPEEDOMETER AT FORKS AND FOLLOW STOCKTON ROAD
 KV5783'SW 1.8 MILES TO A DIRT ROAD TURNING RIGHT JUST BEYOND A CHICKEN
 KV5783'FARM ON THE LEFT.  MAKE A LEFT TURN AT 2.7 MILES, MAKE A RIGHT
 KV5783'TURN AT 2.9 MILES, TURN LEFT AT 3.0 MILES INTO THE LANE LEADING
 KV5783'TO MRS. MC PHERSONS HOME AND CONTINUE TO BARN THEN RIGHT ALONG
 KV5783'FENCE, ACROSS MEADOW TO FENCE LINE RUNNING N-S IN WHICH
 KV5783'STATION IS LOCATED.
 KV5783'
 KV5783'HEIGHT OF SIGNAL ABOVE STATION MARK - 34.6 METERS.
 KV5783
 KV5783                          STATION RECOVERY (1929)
 KV5783
 KV5783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929
 KV5783'RECOVERED IN GOOD CONDITION.
 KV5783
 KV5783                          STATION RECOVERY (1936)
 KV5783
 KV5783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JPL)
 KV5783'STATION FOUND AS DESCRIBED AND IN EXCELLENT CONDITION.  DESCRIPTION
 KV5783'SATISFACTORY AND ADEQUATE.
 KV5783'
 KV5783'THE ABOVE MEASUREMENTS MADE BY SECOND-ORDER TRAVERSE MEASUREMENTS.
 KV5783
 KV5783                          STATION RECOVERY (1937)
 KV5783
 KV5783'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1937
 KV5783'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  AZIMUTH MARK
 KV5783'IS STATE SURVEY MON. 1677, LOCATED IN FIELD ON THE FARM OF ALBERT
 KV5783'GROSSMAN, ABOUT 800 FEET SE OF CORNER AT WHICH DIRT ROAD TO CROTON
 KV5783'TURNS ABRUPTLY W, 85 FEET E OF A FENCE LINE ON THE W SIDE OF AN
 KV5783'OLD UNUSED ROAD LEADING S FROM THIS CORNER, AND 76 FEET SE OF A
 KV5783'CHERRY TREE ON THE E SIDE OF OLD ROAD.  IT IS A STANDARD STATE
 KV5783'SURVEY DISK, STAMPED 1677, SET LEVEL WITH THE GROUND IN A
 KV5783'CONCRETE MONUMENT 8 INCHES IN DIAMETER AT THE TOP.
 KV5783
 KV5783                          STATION RECOVERY (1942)
 KV5783
 KV5783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV5783'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 KV5783'CONDITION.  REFERENCE MARK NO.2 IS NO LONGER IN A FENCE CORNER BUT
 KV5783'IS IN A CULTIVATED FIELD.  PROPERTY FORMERLY OWNED BY MRS. MC
 KV5783'PHERSON IS NOW OWNED BY HIRAM B. ELY.  A NEW AZIMUTH MARK WAS
 KV5783'ESTABLISHED.  STATE SURVEY MONUMENT 1677, ESTABLISHED AS AN
 KV5783'AZIMUTH MARK BY THE NEW JERSEY GEODETIC SURVEY WAS NOT
 KV5783'RECOVERED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 KV5783'
 KV5783'THE STATION IS ABOUT 2 MILES S OF THE TOWN
 KV5783'OF CROTON, IN A BRUSH AND TREE ROW BETWEEN THE PROPERTY OF JOHN
 KV5783'GILBERT AND THAT OF HIRAM B. ELY.  IT IS ABOUT 500 FEET W OF THE
 KV5783'BARN ON THE ELY PLACE AND 54 FEET S OF THE NE CORNER OF THE BRUSH
 KV5783'AND TREE ROW THAT BORDERS THE FIELDS.  IT IS STAMPED CROTON 1929
 KV5783'AND PROJECTS ABOUT 6 INCHES.
 KV5783'
 KV5783'REFERENCE MARK NO.1 IS N OF THE STATION, AT THE
 KV5783'N EDGE OF A FIELD.  IT IS IN A LINE OF TREES, 21 FEET S OF THE
 KV5783'CENTER OF THE DIRT ROAD AND DIRECTLY OPPOSITE A STONE FARMHOUSE.
 KV5783'IT IS STAMPED CROTON NO.1 1929 AND PROJECTS ABOUT 4 INCHES.
 KV5783'
 KV5783'REFERENCE MARK NO.2 IS E OF THE STATION IN A
 KV5783'CULTIVATED FIELD AND 90 FEET SW OF THE SW CORNER OF THE BARN.  THERE
 KV5783'ARE SEVERAL ROCKS PILED UP AROUND IT TO PROTECT IT FROM THE
 KV5783'PLOWS.  IT IS STAMPED CROTON NO.2 1929 AND PROJECTS ABOUT 6
 KV5783'INCHES.
 KV5783'
 KV5783'THE AZIMUTH MARK IS A STANDARD DISK SET IN CONCRETE MONUMENT,
 KV5783'0.45 MILE W OF THE STATION IN A FENCE LINE, 27 FEET N OF THE
 KV5783'CENTER OF THE ROAD, 70 FEET W OF POWER LINE POLE RTH-137, AND 8
 KV5783'FEET E OF A SMALL ASPEN TREE.  IT IS STAMPED CROTON 1942 AND
 KV5783'PROJECTS ABOUT 6 INCHES.  TO REACH FROM THE STATION RETURN TO THE
 KV5783'MAIN DIRT ROAD AND GO 0.5 MILE WESTERLY TO THE MARK ON THE
 KV5783'RIGHT.
 KV5783'
 KV5783'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 12
 KV5783'AND COUNTY HIGHWAY 522, ABOUT 1 MILE SW OF FLEMINGTON, GO E ON
 KV5783'COUNTY HIGHWAY 522 FOR 1.7 MILES TO A DIRT ROAD RIGHT (HUNTERDON
 KV5783'COUNTY EGG LAYING TEST BUILDINGS ON LEFT) TURN RIGHT ONTO THE DIRT
 KV5783'ROAD AND CONTINUE FOR 1.2 MILES TO A HOUSE ON THE LEFT AND A
 KV5783'GATE, TURN LEFT THROUGH THE GATE AND GO ABOUT 0.05 MILE TO AN OLD
 KV5783'BARN, JUST AFTER PASSING BARN TURN RIGHT AND GO W ACROSS THE
 KV5783'FIELD TO THE STATION.
 KV5783'
 KV5783'A 50-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT TARANKO.
 KV5783'
 KV5783'A 90-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT FILAX.
 KV5783
 KV5783                          STATION RECOVERY (1974)
 KV5783
 KV5783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 KV5783'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO BRUSH ON LINE.
 KV5783'
 KV5783'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 2 WERE RECOVERED
 KV5783'IN GOOD CONDITION.  REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT
 KV5783'FOUND, AND REFERENCE MARK 3 WAS ESTABLISHED.  IT WAS NOTED THAT
 KV5783'THE STAMPING ON THE DISK AND THE STATION NAME WERE NOT THE
 KV5783'SAME.  DUE TO THE ABOVE DISCREPANCIES A NEW AND COMPLETE
 KV5783'DESCRIPTION FOLLOWS--
 KV5783'
 KV5783'THE STATION IS LOCATED 3 MILES SOUTHWEST OF FLEMINGTON, 3 MILES
 KV5783'NORTHEAST OF SERGEANTSVILLE, 2 MILES SOUTH OF CROTON AND ON
 KV5783'PROPERTY OWNED BY MR. TED WHITE WHOSE ADDRESS IS RD 2, POST OFFICE
 KV5783'BOX 499, FLEMINGTON, NEW JERSEY.
 KV5783'
 KV5783'TO REACH THE STATION FROM THE POST OFFICE IN SERGEANTSVILLE, GO
 KV5783'WEST ON THE MAIN STREET FOR 0.05 MILE TO THE JUNCTION OF STATE
 KV5783'HIGHWAY 523.  TURN RIGHT, NORTHEAST, ON STATE HIGHWAY 523 FOR 2.9
 KV5783'MILES TO STATE HIGHWAY 579 ON THE LEFT.  TURN SHARP LEFT AND GO
 KV5783'NORTH, UPHILL, ON STATE HIGHWAY 579 FOR 0.5 MILE TO AN EAST-WEST
 KV5783'ROW OF TREES ON THE RIGHT, (TO REACH THE AZIMUTH MARK FROM HERE,
 KV5783'CONTINUE NORTH AND WEST ON STATE HIGHWAY 579 FOR 0.3 MILE TO
 KV5783'THE AZIMUTH MARK ON THE RIGHT.) HERE TURN RIGHT AND GO EAST
 KV5783'ACROSS FIELD, ALONG THE SOUTH SIDE OF THE TREE ROW FOR 0.1
 KV5783'MILE TO A NORTH-SOUTH TREE ROW AND THE STATION.
 KV5783'
 KV5783'THE STATION MARK, A STANDARD DISK STAMPED CROTON 1929 IS SET IN THE
 KV5783'TOP OF A 12-SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE
 KV5783'THE GROUND SURFACE.  IT IS 45 FEET SOUTH-SOUTHEAST OF A FENCE
 KV5783'CORNER, 6 FEET NORTHEAST OF A METAL WITNESS POST AND 4 FEET EAST
 KV5783'OF A FENCE LINE.
 KV5783'
 KV5783'REFERENCE MARK 2, A STANDARD DISK STAMPED CROTON NO 2 1929 IS SET
 KV5783'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 KV5783'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 33.2 FEET EAST-NORTHEAST
 KV5783'OF A GATE OPENING, 31 FEET WEST-SOUTHWEST OF A 6-INCH HICKORY
 KV5783'TREE AND 0.5 FOOT NORTH OF A WIRE FENCE.
 KV5783'
 KV5783'REFERENCE MARK 3, A STANDARD DISK STAMPED CROTON 2 NO 3 1974, IS
 KV5783'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 KV5783'FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET SOUTHEAST OF A
 KV5783'14-INCH WILD CHERRY TREE AND 3 FEET SOUTH OF A METAL WITNESS
 KV5783'POST.
 KV5783'
 KV5783'AZIMUTH MARK, A STANDARD DISK STAMPED CROTON 1929, IS SET IN THE
 KV5783'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 KV5783'ABOVE THE GROUND SURFACE.  IT IS 78 FEET WEST OF POWER-LINE-POLE
 KV5783'NUMBER 137 AND 30 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 KV5783'HIGHWAY 579.
 KV5783'
 KV5783'HEIGHT OF LIGHT ABOVE STATION MARK 100.0 FEET.
 KV5783'
 KV5783'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5783'2 MILES SOUTH OF CROTON.
 KV5783
 KV5783                          STATION RECOVERY (1986)
 KV5783
 KV5783'RECOVERY NOTE BY AERO SERVICE CORPORATION 1986 (JKP)
 KV5783'THE STATION WAS RECOVERED AT THIS DATE.
 KV5783'THE STATION WAS RECOVERED AS DESCRIBED BY LAL IN 1974 WITH THE
 KV5783'FOLLOWING CHANGES AND ADDITIONS.  THE PROPERTY IS NOW OWNED BY ED
 KV5783'AND ESTEL SAUNDERS AT WORK PHONE NUMBER (201)788-5755 OR HOME PHONE
 KV5783'NUMBER (201)782-4548.
 KV5783
 KV5783                          STATION RECOVERY (1987)
 KV5783
 KV5783'RECOVERED 1987
 KV5783'RECOVERED IN GOOD CONDITION.
 KV5783
 KV5783                          STATION RECOVERY (1989)
 KV5783
 KV5783'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV5783'THE STATION IS LOCATED IN RARITAN TOWNSHIP, ON THE SOUTH SIDE OF WHITE
 KV5783'ROAD, ABOUT 2.2 KM (1.37 MI) SOUTH OF CROTON AND ABOUT 8.0 KM
 KV5783'(4.97 MI) NORTH OF RINGOES, NEAR THE REAR PROPERTY LINE OF A HOUSE ON
 KV5783'CYNDI LANE TO THE EAST.  TO REACH THE STATION FROM THE POST OFFICE IN
 KV5783'SERGEANTSVILLE, GO 0.08 KM (0.05 MI) WEST ON MAIN STREET, COUNTY ROAD
 KV5783'604, TO STOCKTON FLEMINGTON ROAD, COUNTY ROAD 523.  TURN RIGHT AND GO
 KV5783'4.6 KM (2.86 MI) NORTHEAST ON ROUTE 523 TO COUNTY ROAD 579, TURN
 KV5783'SHARP LEFT AND UPHILL ON COUNTY ROAD 579 FOR 1.0 KM (0.62 MI) TO
 KV5783'LEFFLER HILL ROAD ON THE RIGHT, GO 0.6 KM (0.37 MI) EAST ON LEFFLER
 KV5783'HILL ROAD TO STACEY ROAD, TURN RIGHT AND GO 0.24 KM (0.15 MI) ON
 KV5783'STACEY ROAD TO WHITE ROAD, TURN RIGHT AND GO 0.24 KM (0.15 MI) TO THE
 KV5783'STATION ON THE LEFT.  THE STATION IS EAST OF AN OLD NORTH SOUTH FENCE
 KV5783'LINE, 17.4 M (57.09 FT) SOUTH OF THE SOUTH CURB OF WHITE ROAD AND
 KV5783'1.07 M (3.51 FT) WEST OF A CARSONITE WITNESS POST.  THE REFERANCE
 KV5783'MARKS WERE NOT SEARCHED FOR AT THIS TIME.
 KV5783
 KV5783                          STATION RECOVERY (1990)
 KV5783
 KV5783'RECOVERED 1990
 KV5783'RECOVERED IN GOOD CONDITION.
 KV5783
 KV5783                          STATION RECOVERY (1993)
 KV5783
 KV5783'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV5783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4318 ***********************************************************************
 KV4318  DESIGNATION -  CRUCIBLE STEEL CO CHIMNEY
 KV4318  PID         -  KV4318
 KV4318  STATE/COUNTY-  NJ/HUDSON
 KV4318  USGS QUAD   -  JERSEY CITY (1981)
 KV4318
 KV4318                         *CURRENT SURVEY CONTROL
 KV4318  ___________________________________________________________________
 KV4318* NAD 83(1996)-  40 43 03.47304(N)    074 05 37.73329(W)     ADJUSTED  
 KV4318* NAVD 88     -                                                        
 KV4318  ___________________________________________________________________
 KV4318  LAPLACE CORR-           6.13  (seconds)                    DEFLEC99
 KV4318  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KV4318
 KV4318  HORZ ORDER  -  THIRD
 KV4318
 KV4318.The horizontal coordinates were established by classical geodetic methods
 KV4318.and adjusted by the National Geodetic Survey in September 1999..
 KV4318
 KV4318
 KV4318.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4318
 KV4318.The geoid height was determined by GEOID03.
 KV4318
 KV4318;                    North         East     Units Scale Factor Converg.
 KV4318;SPC NJ       -   209,272.684   184,316.507   MT  0.99991449   +0 15 53.9
 KV4318;SPC NJ       -   686,588.80    604,711.74   sFT  0.99991449   +0 15 53.9
 KV4318;SPC NY L     -    61,186.563   292,073.306   MT  0.99999756   -0 03 40.9
 KV4318;SPC NY L     -   200,742.92    958,243.84   sFT  0.99999756   -0 03 40.9
 KV4318;UTM  18      - 4,507,807.078   576,536.361   MT  0.99967210   +0 35 28.2
 KV4318
 KV4318                          SUPERSEDED SURVEY CONTROL
 KV4318
 KV4318  NAD 83(1996)-  40 43 03.47296(N)    074 05 37.73344(W) AD(       ) 4
 KV4318  NAD 83(1996)-  40 43 03.47144(N)    074 05 37.73510(W) AD(       ) 4
 KV4318  NAD 83(1992)-  40 43 03.47114(N)    074 05 37.73577(W) AD(       ) 4
 KV4318  NAD 83(1986)-  40 43 03.47134(N)    074 05 37.73687(W) AD(       ) 4
 KV4318  NAD 27      -  40 43 03.09700(N)    074 05 39.22400(W) AD(       ) 3
 KV4318
 KV4318.Superseded values are not recommended for survey control.
 KV4318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4318.See file dsdata.txt to determine how the superseded data were derived.
 KV4318
 KV4318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7653607807(NAD 83)
 KV4318_MARKER: 85 = CHIMNEY
 KV4318
 KV4318  HISTORY     - Date     Condition        Report By
 KV4318  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4318
 KV4318                          STATION DESCRIPTION
 KV4318
 KV4318'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2709 ***********************************************************************
 JU2709  DESIGNATION -  CULLEN
 JU2709  PID         -  JU2709
 JU2709  STATE/COUNTY-  NJ/OCEAN
 JU2709  USGS QUAD   -  TUCKERTON (1995)
 JU2709
 JU2709                         *CURRENT SURVEY CONTROL
 JU2709  ___________________________________________________________________
 JU2709* NAD 83(1996)-  39 36 53.01378(N)    074 19 42.52786(W)     ADJUSTED  
 JU2709* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 JU2709  ___________________________________________________________________
 JU2709  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 JU2709  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JU2709
 JU2709  HORZ ORDER  -  FIRST
 JU2709
 JU2709.The horizontal coordinates were established by classical geodetic methods
 JU2709.and adjusted by the National Geodetic Survey in September 1999..
 JU2709
 JU2709.The orthometric height was scaled from a topographic map.
 JU2709
 JU2709.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2709
 JU2709.The geoid height was determined by GEOID03.
 JU2709
 JU2709;                    North         East     Units Scale Factor Converg.
 JU2709;SPC NJ       -    86,755.415   164,727.272   MT  0.99990267   +0 06 33.7
 JU2709;SPC NJ       -   284,630.06    540,442.72   sFT  0.99990267   +0 06 33.7
 JU2709;UTM  18      - 4,385,212.390   557,641.845   MT  0.99964091   +0 25 41.5
 JU2709
 JU2709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2709!SPC NJ       -   1.00000201  x   0.99990267  =   0.99990468
 JU2709!UTM  18      -   1.00000201  x   0.99964091  =   0.99964292
 JU2709
 JU2709|---------------------------------------------------------------------|
 JU2709| PID    Reference Object                     Distance      Geod. Az  |
 JU2709|                                                           dddmmss.s |
 JU2709| CB1397 CULLEN RM 1                                        02648     |
 JU2709| JU2678 SHIP BOTTOM MUN STANDPIPE           APPROX.13.1 KM 0751926.1 |
 JU2709| JU2667 BRANT BEACH WATER TANK OLD          APPROX.11.3 KM 0845800.0 |
 JU2709| JU2671 LONG BEACH WATER WKS STANDPIPE      APPROX. 9.5 KM 1092440.5 |
 JU2709| CB1398 CULLEN RM 2 AZIMUTH                                1171439.3 |
 JU2709| JU2673 BEACH HAVEN WATER TANK              APPROX. 9.4 KM 1272720.9 |
 JU2709| JU0092 CULLEN 2                             47.887 METERS 16233     |
 JU2709| JU0094 CULLEN RM 3                          32.986 METERS 16233     |
 JU2709|---------------------------------------------------------------------|
 JU2709
 JU2709                          SUPERSEDED SURVEY CONTROL
 JU2709
 JU2709  NAD 83(1986)-  39 36 53.00533(N)    074 19 42.52204(W) AD(       ) 1
 JU2709  NAD 27      -  39 36 52.57860(N)    074 19 44.00380(W) AD(       ) 1
 JU2709
 JU2709.Superseded values are not recommended for survey control.
 JU2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2709.See file dsdata.txt to determine how the superseded data were derived.
 JU2709
 JU2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5764285212(NAD 83)
 JU2709_MARKER: DS = TRIANGULATION STATION DISK
 JU2709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2709
 JU2709  HISTORY     - Date     Condition        Report By
 JU2709  HISTORY     - 1932     MONUMENTED       CGS
 JU2709  HISTORY     - 1935     GOOD             NJGS
 JU2709  HISTORY     - 1950     MARK NOT FOUND   CGS
 JU2709  HISTORY     - 1962     SEE DESCRIPTION  CGS
 JU2709
 JU2709                          STATION DESCRIPTION
 JU2709
 JU2709'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2709'STATION IS LOCATED ON A LOW HILL OVER-LOOKING HIGHWAYS 4 AND 9,
 JU2709'ABOUT 7 MILES S OF MANAHAWKIN.  REACHED FROM HIGHWAY BY TURNING
 JU2709'W ON A DIM ROAD OPPOSITE CULLENS BOW-WOW STAND TO THE TOP OF
 JU2709'THE HILL 1/4 MILE DISTANT.
 JU2709'
 JU2709'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2709'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU2709'
 JU2709'REFERENCE MARK NO.1 IS 16.85 METERS N OF STATION.  IN A
 JU2709'CLUMP OF BUSHES BELOW THE LEVEL OF THE STATION.  REFERENCE MARK
 JU2709'NO.2 IS ABOUT 0.25 MILE E OF STATION.  38 FEET W OF HIGHWAY
 JU2709'ABOUT 200 YARDS S OF WHERE THE DIM ROAD TO THE STATION LEAVES
 JU2709'THE HIGHWAY.  REFERENCE MARK NO.3 IS 33.02 METERS SE OF STATION.
 JU2709'
 JU2709'HEIGHT OF SIGNAL ABOVE STATION MARK - 24 METERS.
 JU2709
 JU2709                          STATION RECOVERY (1935)
 JU2709
 JU2709'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1935
 JU2709'REFERENCE MARK NO.2--CULLEN WAS USED AS MONUMENT 5249 BY THE
 JU2709'NEW JERSEY GEODETIC SURVEY.  IT IS A STANDARD U.S.C. AND S.S. DISK,
 JU2709'SET IN CONCRETE, ON STATE HIGHWAY 4 ABOUT 1.2 MILES NE OF
 JU2709'GREEN STREET IN TUCKERTON.  IT IS LOCATED ON THE NW SIDE OF THE
 JU2709'ROAD, OPPOSITE HIGHWAY SLAB 781, AND 0.4 FEET ABOVE GROUND.
 JU2709'
 JU2709'THE MONUMENT IS 24.65 FEET NW OF THE EDGE OF THE
 JU2709'PAVEMENT.  23.13 FEET NE OF A POLE NO.979.  AND 69.42 FEET NW OF
 JU2709'A POLE NO. ACE-6270.  COMPANION MONUMENT NO.2258 IS SW.
 JU2709'
 JU2709'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 JU2709'DESCRIBED IN NOTE 1A.
 JU2709
 JU2709                          STATION RECOVERY (1950)
 JU2709
 JU2709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2709'THE STATION MONUMENT AND RM NO. 1 AND 3 WERE NOT RECOVERED.
 JU2709'
 JU2709'THE ORIGINAL DESCRIPTION IS INADEQUATE.  TWO MEN SPENT TWO HOURS
 JU2709'SEARCHING ON THE HILL MENTIONED IN THE ORIGINAL DESCRIPTION.  THE
 JU2709'HILL IS NOW COVERED BY YOUNG TREES AND A DENSE GROWTH OF
 JU2709'UNDERBRUSH.
 JU2709'
 JU2709'THE AZIMUTH MARK, RM. NO. 2 WAS RECOVERED AS DESCRIBED.
 JU2709
 JU2709                          STATION RECOVERY (1962)
 JU2709
 JU2709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2709'STATION MARK, REFERENCE MARKS NOS. 1, 2 AND 3 WERE RECOVERED IN
 JU2709'GOOD CONDITION AS DESCRIBED.
 JU2709'
 JU2709'DUE TO NEW CONSTRUCTION THE STATION MARK AND REFERENCE MARK NO. 1
 JU2709'WERE REMOVED.  REFERENCE MARKS NOS. 2 AND 3 WERE NOT DISTURBED.
 JU2709'
 JU2709'A NEW STATION CULLEN 2 1962 WAS ESTABLISHED.  A NEW REFERENCE MARK
 JU2709'NO. 4 WAS ESTABLISHED.
 JU2709'
 JU2709'SEE DESCRIPTION FOR TRIANGULATION STATION CULLEN 2 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0092 ***********************************************************************
 JU0092  DESIGNATION -  CULLEN 2
 JU0092  PID         -  JU0092
 JU0092  STATE/COUNTY-  NJ/OCEAN
 JU0092  USGS QUAD   -  TUCKERTON (1995)
 JU0092
 JU0092                         *CURRENT SURVEY CONTROL
 JU0092  ___________________________________________________________________
 JU0092* NAD 83(1996)-  39 36 51.53255(N)    074 19 41.92572(W)     ADJUSTED  
 JU0092* NAVD 88     -        16.902  (meters)      55.45   (feet)  ADJUSTED  
 JU0092  ___________________________________________________________________
 JU0092  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 JU0092  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JU0092  DYNAMIC HT  -          16.894 (meters)      55.43  (feet)  COMP
 JU0092  MODELED GRAV-     980,154.6   (mgal)                       NAVD 88
 JU0092
 JU0092  HORZ ORDER  -  SECOND
 JU0092  VERT ORDER  -  FIRST     CLASS I
 JU0092
 JU0092.The horizontal coordinates were established by classical geodetic methods
 JU0092.and adjusted by the National Geodetic Survey in September 1999..
 JU0092
 JU0092.The orthometric height was determined by differential leveling
 JU0092.and adjusted by the National Geodetic Survey in June 1991..
 JU0092
 JU0092.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0092
 JU0092.The geoid height was determined by GEOID03.
 JU0092
 JU0092.The dynamic height is computed by dividing the NAVD 88
 JU0092.geopotential number by the normal gravity value computed on the
 JU0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0092.degrees latitude (g = 980.6199 gals.).
 JU0092
 JU0092.The modeled gravity was interpolated from observed gravity values.
 JU0092
 JU0092;                    North         East     Units Scale Factor Converg.
 JU0092;SPC NJ       -    86,709.764   164,741.721   MT  0.99990267   +0 06 34.1
 JU0092;SPC NJ       -   284,480.28    540,490.13   sFT  0.99990267   +0 06 34.1
 JU0092;UTM  18      - 4,385,166.832   557,656.543   MT  0.99964093   +0 25 41.8
 JU0092
 JU0092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0092!SPC NJ       -   1.00000259  x   0.99990267  =   0.99990526
 JU0092!UTM  18      -   1.00000259  x   0.99964093  =   0.99964352
 JU0092
 JU0092:                Primary Azimuth Mark                     Grid Az
 JU0092:SPC NJ       -  WEST CREEK FIRST METH CH SPIRE           036 19 30.7
 JU0092:UTM  18      -  WEST CREEK FIRST METH CH SPIRE           036 00 23.0
 JU0092
 JU0092|---------------------------------------------------------------------|
 JU0092| PID    Reference Object                     Distance      Geod. Az  |
 JU0092|                                                           dddmmss.s |
 JU0092| JU2700 WEST CREEK FIRST METH CH SPIRE      APPROX. 2.7 KM 0362604.8 |
 JU0092| JU2699 WEST CREEK RADIO STA WSC MAST       APPROX. 4.2 KM 0484410.5 |
 JU0092| JU2678 SHIP BOTTOM MUN STANDPIPE           APPROX.13.1 KM 0750651.3 |
 JU0092| JU2671 LONG BEACH WATER WKS STANDPIPE      APPROX. 9.5 KM 1091045.2 |
 JU0092| CB1398 CULLEN RM 2 AZIMUTH                                1121358.3 |
 JU0092| JU2673 BEACH HAVEN WATER TANK              APPROX. 9.4 KM 1271717.9 |
 JU0092| JU2718 HOLGATE COAST GUARD LOT             APPROX.10.7 KM 1473346.8 |
 JU0092| JU2723 SEVEN ISLANDS FISH FACTORY TK       APPROX.10.6 KM 1840651.9 |
 JU0092| JU2757 BRIGANTINE ELEVATED TANK            APPROX.22.2 KM 1860520.7 |
 JU0092| JU2708 TUCKERTON MUNICIPAL TANK            APPROX. 1.6 KM 2144935.5 |
 JU0092| JU2713 MYSTIC ISLANDS MUN STANDPIPE        APPROX. 5.6 KM 2173006.6 |
 JU0092| JU0093 CULLEN 2 RM 4                        10.285 METERS 24040     |
 JU0092| JU2740 NEW GRETNA RADIO KEE 290 MAST       APPROX. 9.1 KM 2633750.3 |
 JU0092| JU2746 WARREN GROVE FAA RADIO TOWER        APPROX.15.9 KM 3402624.7 |
 JU0092| JU0094 CULLEN RM 3                          14.895 METERS 34232     |
 JU0092| JU2709 CULLEN                               47.887 METERS 34233     |
 JU0092|---------------------------------------------------------------------|
 JU0092
 JU0092                          SUPERSEDED SURVEY CONTROL
 JU0092
 JU0092  NAD 83(1986)-  39 36 51.52419(N)    074 19 41.91992(W) AD(       ) 2
 JU0092  NAD 27      -  39 36 51.09740(N)    074 19 43.40160(W) AD(       ) 2
 JU0092  NGVD 29 (04/16/92)   17.290  (m)           56.73   (f) ADJUSTED    1 1
 JU0092
 JU0092.Superseded values are not recommended for survey control.
 JU0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0092.See file dsdata.txt to determine how the superseded data were derived.
 JU0092
 JU0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5765785167(NAD 83)
 JU0092_MARKER: DS = TRIANGULATION STATION DISK
 JU0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0092_STAMPING: CULLEN 2 1962
 JU0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0092+STABILITY: SURFACE MOTION
 JU0092
 JU0092  HISTORY     - Date     Condition        Report By
 JU0092  HISTORY     - 1962     MONUMENTED       CGS
 JU0092  HISTORY     - 1962     GOOD             CGS
 JU0092  HISTORY     - 1964     GOOD             CGS
 JU0092  HISTORY     - 1964     GOOD             CGS
 JU0092  HISTORY     - 1985     GOOD             USPSQD
 JU0092  HISTORY     - 1988     GOOD             USPSQD
 JU0092  HISTORY     - 19961215 GOOD             USPSQD
 JU0092
 JU0092                          STATION DESCRIPTION
 JU0092
 JU0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JBC)
 JU0092'STATION IS LOCATED ON A LOW HILL OVER-LOOKING U.S. HIGHWAY 9
 JU0092'ABOUT 7 MILES SOUTH OF MANAHAWKIN AND 1.2 MILES NORTH OF
 JU0092'TUCKERTON.  IT IS ON THE WEST SLOPE OF THE KNOLL ACROSS THE
 JU0092'STREET FROM A NEW BUILDING BEING ERECTED BY THE TELEPHONE
 JU0092'COMPANY.  A STANDARD DISK STAMPED CULLEN 2 1962 PROJECTING 2
 JU0092'INCHES ABOVE GROUND.
 JU0092'
 JU0092'REFERENCE MARK NO. 3 IS NORTHWEST OF THE STATION IN OPEN
 JU0092'GROUND.  A STANDARD DISK STAMPED CULLEN 1932 NO. 3 AND PROJECTING
 JU0092'4 INCHES ABOVE GROUND.  THE ARROW ON THE DISK POINTS DIRECTLY
 JU0092'AWAY FROM THE STATION.
 JU0092'
 JU0092'REFERENCE MARK NO. 4 IS SOUTHWEST OF THE STATION IN OPEN
 JU0092'GROUND.  A STANDARD DISK STAMPED CULLEN 2 NO. 4 1962 AND
 JU0092'PROJECTING 2 INCHES ABOVE GROUND.
 JU0092'
 JU0092'TO REACH THE STATION FROM THE CENTER OF TUCKERTON GO NORTH ON
 JU0092'U.S. ROUTE 9 FOR 1.2 MILES TO T ROAD LEFT.  TURN LEFT AND GO
 JU0092'APPROXIMATELY 0.3 MILE TO NEW TELEPHONE BUILDING ON RIGHT AND
 JU0092'STATION AS DESCRIBED ON THE LEFT (SOUTH).
 JU0092
 JU0092                          STATION RECOVERY (1962)
 JU0092
 JU0092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU0092'THE STATION IS ABOUT 1 MILE NORTH-NORTHEAST OF TUCKERTON, ABOUT
 JU0092'7 MILES SOUTH-SOUTHWEST OF MANAHAWKIN, NEAR THE NORTH EDGE OF A
 JU0092'WOODS, ABOUT 200 FEET SOUTHEAST OF A LARGE BUILDING BEING BUILT
 JU0092'AT THIS TIME AND ON THE PROPERTY OF OCEAN COUNTY.  IT IS 5 FEET
 JU0092'NORTHWEST OF A WITNESS POST, 16 FEET WEST OF A 6 INCH PINE TREE,
 JU0092'17 FEET SOUTHWEST OF AN 8 INCH PINE TREE AND 77 FEET SOUTHEAST
 JU0092'OF POWER POLE NO. P 39034.  THE MONUMENT PROJECTS 4 INCHES AND
 JU0092'THE DISK IS STAMPED CULLEN 2 1962.
 JU0092'
 JU0092'TO REACH FROM THE POST OFFICE IN TUCKERTON, GO EAST-NORTHEAST
 JU0092'ON U.S. HIGHWAY 9 FOR 1.1 MILES TO REFERENCE MARK 2 ON THE
 JU0092'LEFT.  CONTINUE NORTHEAST ON HIGHWAY 9 FOR 0.15 MILE TO A SIDE
 JU0092'ROAD LEFT.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.3
 JU0092'MILE TO THE STATION ON THE LEFT.
 JU0092'
 JU0092'REFERENCE MARK 2 IS 1 FOOT SOUTHWEST OF A WITNESS POST, 35
 JU0092'FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY 9, 18 FEET NORTHEAST
 JU0092'OF A TWIN TRUNK OAK TREE AND 32 FEET SOUTHWEST OF POWER POLE
 JU0092'NO. BT 14-980.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JU0092'CULLEN NO 2 1932.
 JU0092'
 JU0092'REFERENCE MARK 3 IS 16 FEET WEST OF AN 8 INCH PINE TREE, 30 FEET
 JU0092'SOUTHEAST OF POWER POLE NO. P 39034 AND 54 FEET NORTHWEST OF THE
 JU0092'WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 JU0092'STAMPED CULLEN NO 3 1932.
 JU0092'
 JU0092'REFERENCE MARK 4 IS 12 FEET SOUTHEAST OF AN 8 INCH PINE TREE AND
 JU0092'33.5 FEET SOUTHWEST OF THE WITNESS POST.  THE MONUMENT IS FLUSH AND
 JU0092'THE DISK IS STAMPED CULLEN 2 R M 4 1962.
 JU0092'
 JU0092'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JU0092
 JU0092                          STATION RECOVERY (1964)
 JU0092
 JU0092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RG)
 JU0092'THE STATION, RM 2, RM 3, AND RM 4 WERE RECOVERED IN GOOD
 JU0092'CONDITION.
 JU0092'
 JU0092'THE STATION IS LOCATED ABOUT 1.25 MILES NORTHEAST ALONG
 JU0092'U.S. HIGHWAY 9 FROM THE POST OFFICE AT TUCKERTON, THENCE ABOUT
 JU0092'0.3 MILE WEST ALONG A BLACK TOP ROAD, 233 FEET SOUTHEAST
 JU0092'OF THE SOUTH CORNER OF A BUILDING OWNED BY THE AMERICAN
 JU0092'TELEPHONE AND TELEGRAPH COMPANY, 88 FEET SOUTH OF THE CENTER LINE
 JU0092'OF THE BLACK TOP ROAD, 77 FEET SOUTHEAST OF POWER POLE 39034,
 JU0092'33.8 FEET NORTHEAST OF RM 4, 48.9 FEET SOUTHEAST OF RM 3, 5.0
 JU0092'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JU0092'BLACK TOP ROAD AND SET IN THE TOP OF A CONCRETE POST
 JU0092'PROJECTING 0.2 FOOT.
 JU0092'
 JU0092'RM 3 IS LOCATED 41 FEET SOUTH OF THE CENTER LINE OF THE BLACK
 JU0092'TOP ROAD, 30 FEET SOUTHEAST OF POWER POLE 39034, 48.9 FEET
 JU0092'NORTHWEST OF THE STATION CULLEN 2, 64.9 FEET NORTH OF RM 4,
 JU0092'ABOUT LEVEL WITH THE BLACK TOP ROAD AND SET IN THE TOP OF A
 JU0092'CONCRETE POST PROJECTING ABOUT 0.4 FOOT.
 JU0092'
 JU0092'CULLEN 2 RM 4 IS LOCATED 107 FEET SOUTH OF THE CENTER LINE OF
 JU0092'THE BLACK TOP ROAD, 87 FEET SOUTH-SOUTHEAST OF POWER POLE 39034,
 JU0092'33.7 FEET SOUTHWEST OF THE STATION CULLEN 2, 64.9 FEET SOUTH
 JU0092'OF RM 3, ABOUT LEVEL WITH THE BLACK TOP ROAD AND SET IN THE TOP
 JU0092'OF A CONCRETE POST FLUSH WITH THE GROUND.
 JU0092'
 JU0092'CULLEN RM 2 IS LOCATED ABOUT 1.1 MILES NORTHEAST ALONG
 JU0092'U.S. HIGHWAY 9 FROM THE POST OFFICE AT TUCKERTON, THENCE 0.25
 JU0092'MILE NORTHEAST OF THE NATIONAL GUARD ARMORY, 68 FEET SOUTHWEST
 JU0092'OF THE EXTENDED CENTER LINE OF THE HIGHWAY, 69 FEET NORTH AND
 JU0092'ACROSS THE HIGHWAY FROM POWER POLE NO. 6270, 1.5 FEET SOUTHWEST
 JU0092'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 JU0092'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JU0092'GROUND.
 JU0092
 JU0092                          STATION RECOVERY (1964)
 JU0092
 JU0092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0092'1.6 MI NE FROM TUCKERTON.
 JU0092'ABOUT 1.25 MILES NORTHEAST ALONG U.S. HIGHWAY 9 FROM THE POST
 JU0092'OFFICE AT TUCKERTON, THENCE ABOUT 0.3 MILE WEST ALONG A BLACK
 JU0092'TOP ROAD, 233 FEET SOUTHEAST OF THE SOUTH CORNER OF A BUILDING
 JU0092'OWNED BY THE AMERICAN TELEPHONE AND TELEGRAPH COMPANY, 88 FEET
 JU0092'SOUTH OF THE CENTER LINE OF THE BLACK TOP ROAD, 77 FEET SOUTHEAST
 JU0092'OF POWER POLE 39034, 33.8 FEET NORTHEAST OF CULLEN 2 R.M. 4
 JU0092'DESCRIBED, 48.9 FEET SOUTHEAST OF CULLEN R.M. 3 1932 DESCRIBED,
 JU0092'5.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 JU0092'THE BLACK TOP ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU0092'0.2 FOOT.
 JU0092
 JU0092                          STATION RECOVERY (1985)
 JU0092
 JU0092'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0092'DISC IN GOOD CONDITION, BUT CONCRETE MONUMENT AROUND IT IS BREAKING
 JU0092'UP. MARK IN HEAVY UNDERBRUAH.
 JU0092
 JU0092                          STATION RECOVERY (1988)
 JU0092
 JU0092'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU0092'RECOVERED IN GOOD CONDITION.
 JU0092
 JU0092                          STATION RECOVERY (1996)
 JU0092
 JU0092'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0093 ***********************************************************************
 JU0093  DESIGNATION -  CULLEN 2 RM 4
 JU0093  PID         -  JU0093
 JU0093  STATE/COUNTY-  NJ/OCEAN
 JU0093  USGS QUAD   -  TUCKERTON (1995)
 JU0093
 JU0093                         *CURRENT SURVEY CONTROL
 JU0093  ___________________________________________________________________
 JU0093* NAD 83(1986)-  39 36 51.     (N)    074 19 42.     (W)     SCALED    
 JU0093* NAVD 88     -        16.860  (meters)      55.31   (feet)  ADJUSTED  
 JU0093  ___________________________________________________________________
 JU0093  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JU0093  DYNAMIC HT  -          16.852 (meters)      55.29  (feet)  COMP
 JU0093  MODELED GRAV-     980,154.6   (mgal)                       NAVD 88
 JU0093
 JU0093  VERT ORDER  -  FIRST     CLASS I
 JU0093
 JU0093.The horizontal coordinates were scaled from a topographic map and have
 JU0093.an estimated accuracy of +/- 6 seconds.
 JU0093
 JU0093.The orthometric height was determined by differential leveling
 JU0093.and adjusted by the National Geodetic Survey in June 1991..
 JU0093
 JU0093.The geoid height was determined by GEOID03.
 JU0093
 JU0093.The dynamic height is computed by dividing the NAVD 88
 JU0093.geopotential number by the normal gravity value computed on the
 JU0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0093.degrees latitude (g = 980.6199 gals.).
 JU0093
 JU0093.The modeled gravity was interpolated from observed gravity values.
 JU0093
 JU0093;                    North         East    Units  Estimated Accuracy
 JU0093;SPC NJ       -    86,690.      164,740.      MT  (+/- 180 meters Scaled)
 JU0093
 JU0093                          SUPERSEDED SURVEY CONTROL
 JU0093
 JU0093  NGVD 29 (04/16/92)   17.247  (m)           56.58   (f) ADJUSTED    1 1
 JU0093
 JU0093.Superseded values are not recommended for survey control.
 JU0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0093.See file dsdata.txt to determine how the superseded data were derived.
 JU0093
 JU0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ576851(NAD 83)
 JU0093_MARKER: DR = REFERENCE MARK DISK
 JU0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0093_STAMPING: CULLEN 2 RM 4 1962
 JU0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0093+STABILITY: SURFACE MOTION
 JU0093
 JU0093  HISTORY     - Date     Condition        Report By
 JU0093  HISTORY     - 1962     MONUMENTED       CGS
 JU0093  HISTORY     - 1964     GOOD             CGS
 JU0093  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0093
 JU0093                          STATION DESCRIPTION
 JU0093
 JU0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0093'1.6 MI NE FROM TUCKERTON.
 JU0093'ABOUT 1.25 MILES NORTHEAST ALONG U.S. HIGHWAY 9 FROM THE POST
 JU0093'OFFICE AT TUCKERTON, THENCE ABOUT 0.3 MILE WEST ALONG A BLACK
 JU0093'TOP ROAD, 107 FEET SOUTH OF THE CENTER LINE OF THE BLACK TOP
 JU0093'ROAD, 87 FEET SOUTH-SOUTHEAST OF POWER POLE 39034, 33.7 FEET
 JU0093'SOUTHWEST OF CULLEN 2 DESCRIBED, 64.9 FEET SOUTH OF CULLEN R.M.
 JU0093'3 DESCRIBED, ABOUT LEVEL WITH THE BLACK TOP ROAD AND SET IN THE
 JU0093'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JU0093
 JU0093                          STATION RECOVERY (1985)
 JU0093
 JU0093'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0095 ***********************************************************************
 JU0095  DESIGNATION -  CULLEN RM 2
 JU0095  PID         -  JU0095
 JU0095  STATE/COUNTY-  NJ/OCEAN
 JU0095  USGS QUAD   -  TUCKERTON (1995)
 JU0095
 JU0095                         *CURRENT SURVEY CONTROL
 JU0095  ___________________________________________________________________
 JU0095* NAD 83(1986)-  39 36 46.     (N)    074 19 25.     (W)     SCALED    
 JU0095* NAVD 88     -         5.873  (meters)      19.27   (feet)  ADJUSTED  
 JU0095  ___________________________________________________________________
 JU0095  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JU0095  DYNAMIC HT  -           5.870 (meters)      19.26  (feet)  COMP
 JU0095  MODELED GRAV-     980,153.9   (mgal)                       NAVD 88
 JU0095
 JU0095  VERT ORDER  -  FIRST     CLASS I
 JU0095
 JU0095.The horizontal coordinates were scaled from a topographic map and have
 JU0095.an estimated accuracy of +/- 6 seconds.
 JU0095
 JU0095.The orthometric height was determined by differential leveling
 JU0095.and adjusted by the National Geodetic Survey in June 1991..
 JU0095
 JU0095.The geoid height was determined by GEOID03.
 JU0095
 JU0095.The dynamic height is computed by dividing the NAVD 88
 JU0095.geopotential number by the normal gravity value computed on the
 JU0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0095.degrees latitude (g = 980.6199 gals.).
 JU0095
 JU0095.The modeled gravity was interpolated from observed gravity values.
 JU0095
 JU0095;                    North         East    Units  Estimated Accuracy
 JU0095;SPC NJ       -    86,540.      165,150.      MT  (+/- 180 meters Scaled)
 JU0095
 JU0095                          SUPERSEDED SURVEY CONTROL
 JU0095
 JU0095  NGVD 29 (04/16/92)    6.261  (m)           20.54   (f) ADJUSTED    1 1
 JU0095
 JU0095.Superseded values are not recommended for survey control.
 JU0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0095.See file dsdata.txt to determine how the superseded data were derived.
 JU0095
 JU0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ580849(NAD 83)
 JU0095_MARKER: DR = REFERENCE MARK DISK
 JU0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0095_STAMPING: CULLEN NO 2 1932
 JU0095_MARK LOGO: CGS   
 JU0095_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0095+STABILITY: SURFACE MOTION
 JU0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0095+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1995
 JU0095
 JU0095  HISTORY     - Date     Condition        Report By
 JU0095  HISTORY     - 1932     MONUMENTED       CGS
 JU0095  HISTORY     - 1964     GOOD             CGS
 JU0095  HISTORY     - 1979     GOOD             NGS
 JU0095  HISTORY     - 1985     GOOD             USPSQD
 JU0095  HISTORY     - 19950201 GOOD             NJGS
 JU0095
 JU0095                          STATION DESCRIPTION
 JU0095
 JU0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0095'1.1 MI NE FROM TUCKERTON.
 JU0095'ABOUT 1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 9 FROM THE POST
 JU0095'OFFICE AT TUCKERTON, 0.25 MILE NORTHEAST OF THE NATIONAL GUARD ARMORY,
 JU0095'68 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF A DIRT ROAD
 JU0095'LEADING SOUTHEAST, 35 FEET NORTHWEST OF THE CENTER LINE OF THE
 JU0095'HIGHWAY, 69 FEET NORTH AND ACROSS THE HIGHWAY FROM POWER POLE
 JU0095'6270, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 JU0095'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JU0095'POST FLUSH WITH THE GROUND.
 JU0095
 JU0095                          STATION RECOVERY (1979)
 JU0095
 JU0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0095'NOTE--33.4 FEET WEST SOUTHWEST OF CABLE LINE POLE BT 980.
 JU0095
 JU0095                          STATION RECOVERY (1985)
 JU0095
 JU0095'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0095'NOTE ON PAGE 0090 VERTICAL CONTROL DATA IS A ERROR. MARK IS 33 FEET
 JU0095'NORTH-NORTHEAST OF CABLE POLE 980 NOT WEST-SOUTHWEST IT IS ALSO ABOUT
 JU0095'4' UNDER GROUND. WITNESS POST BENT OVER BY TRUCKS ENTERING AND
 JU0095'LEAVING PROPERTY.
 JU0095
 JU0095                          STATION RECOVERY (1995)
 JU0095
 JU0095'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0095'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE STATION IS
 JU0095'ABOUT 0.4 FT (12.2 CM) UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0094 ***********************************************************************
 JU0094  DESIGNATION -  CULLEN RM 3
 JU0094  PID         -  JU0094
 JU0094  STATE/COUNTY-  NJ/OCEAN
 JU0094  USGS QUAD   -  TUCKERTON (1995)
 JU0094
 JU0094                         *CURRENT SURVEY CONTROL
 JU0094  ___________________________________________________________________
 JU0094* NAD 83(1986)-  39 36 52.     (N)    074 19 41.     (W)     SCALED    
 JU0094* NAVD 88     -        17.298  (meters)      56.75   (feet)  ADJUSTED  
 JU0094  ___________________________________________________________________
 JU0094  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JU0094  DYNAMIC HT  -          17.289 (meters)      56.72  (feet)  COMP
 JU0094  MODELED GRAV-     980,154.7   (mgal)                       NAVD 88
 JU0094
 JU0094  VERT ORDER  -  FIRST     CLASS I
 JU0094
 JU0094.The horizontal coordinates were scaled from a topographic map and have
 JU0094.an estimated accuracy of +/- 6 seconds.
 JU0094
 JU0094.The orthometric height was determined by differential leveling
 JU0094.and adjusted by the National Geodetic Survey in June 1991..
 JU0094
 JU0094.The geoid height was determined by GEOID03.
 JU0094
 JU0094.The dynamic height is computed by dividing the NAVD 88
 JU0094.geopotential number by the normal gravity value computed on the
 JU0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0094.degrees latitude (g = 980.6199 gals.).
 JU0094
 JU0094.The modeled gravity was interpolated from observed gravity values.
 JU0094
 JU0094;                    North         East    Units  Estimated Accuracy
 JU0094;SPC NJ       -    86,720.      164,760.      MT  (+/- 180 meters Scaled)
 JU0094
 JU0094                          SUPERSEDED SURVEY CONTROL
 JU0094
 JU0094  NGVD 29 (04/16/92)   17.685  (m)           58.02   (f) ADJUSTED    1 1
 JU0094
 JU0094.Superseded values are not recommended for survey control.
 JU0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0094.See file dsdata.txt to determine how the superseded data were derived.
 JU0094
 JU0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ576851(NAD 83)
 JU0094_MARKER: DR = REFERENCE MARK DISK
 JU0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0094_STAMPING: CULLEN NO 3 1932
 JU0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0094+STABILITY: SURFACE MOTION
 JU0094
 JU0094  HISTORY     - Date     Condition        Report By
 JU0094  HISTORY     - 1932     MONUMENTED       CGS
 JU0094  HISTORY     - 1964     GOOD             CGS
 JU0094  HISTORY     - 1985     GOOD             USPSQD
 JU0094  HISTORY     - 19950201 MARK NOT FOUND   NJGS
 JU0094
 JU0094                          STATION DESCRIPTION
 JU0094
 JU0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0094'1.6 MI NE FROM TUCKERTON.
 JU0094'ABOUT 1.25 MILE NORTHEAST ALONG U.S. HIGHWAY 9 FROM THE POST
 JU0094'OFFICE AT TUCKERTON, THENCE ABOUT 0.3 MILE WEST ALONG A BLACK
 JU0094'TOP ROAD, 41 FEET SOUTH OF THE CENTER LINE OF THE BLACK TOP ROAD,
 JU0094'30 FEET SOUTHEAST OF POWER POLE P 39034, 48.9 FEET NORTHWEST OF
 JU0094'STATION CULLEN 2 1962 DESCRIBED, 64.9 FEET NORTH OF CULLEN 2 R.M.
 JU0094'4 DESCRIBED, ABOUT LEVEL WITH THE BLACK TOP ROAD AND SET IN THE
 JU0094'TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT.
 JU0094
 JU0094                          STATION RECOVERY (1985)
 JU0094
 JU0094'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0094'MARK IN HEAVY UNDERBRUSH.
 JU0094
 JU0094                          STATION RECOVERY (1995)
 JU0094
 JU0094'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0094'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0094'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2623 ***********************************************************************
 LY2623  DESIGNATION -  CULVERS GAP
 LY2623  PID         -  LY2623
 LY2623  STATE/COUNTY-  NJ/SUSSEX
 LY2623  USGS QUAD   -  CULVERS GAP (1997)
 LY2623
 LY2623                         *CURRENT SURVEY CONTROL
 LY2623  ___________________________________________________________________
 LY2623* NAD 83(1996)-  41 10 21.05702(N)    074 47 40.52822(W)     ADJUSTED  
 LY2623* NAVD 88     -       410.9    (meters)    1348.     (feet)  GPS OBS   
 LY2623  ___________________________________________________________________
 LY2623  X           -   1,261,118.250 (meters)                     COMP
 LY2623  Y           -  -4,639,955.042 (meters)                     COMP
 LY2623  Z           -   4,177,112.699 (meters)                     COMP
 LY2623  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 LY2623  ELLIP HEIGHT-         378.35  (meters)          (10/23/02) GPS OBS
 LY2623  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 LY2623
 LY2623  HORZ ORDER  -  FIRST
 LY2623  ELLP ORDER  -  FOURTH    CLASS I
 LY2623
 LY2623.The horizontal coordinates were established by classical geodetic methods
 LY2623.and adjusted by the National Geodetic Survey in May 1999..
 LY2623
 LY2623.The orthometric height was determined by GPS observations and a
 LY2623.high-resolution geoid model.
 LY2623
 LY2623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2623
 LY2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2623
 LY2623.The ellipsoidal height was determined by GPS observations
 LY2623.and is referenced to NAD 83.
 LY2623
 LY2623.The geoid height was determined by GEOID03.
 LY2623
 LY2623;                    North         East     Units Scale Factor Converg.
 LY2623;SPC NJ       -   259,746.329   125,281.713   MT  0.99990752   -0 11 38.2
 LY2623;SPC NJ       -   852,184.41    411,028.42   sFT  0.99990752   -0 11 38.2
 LY2623;SPC PA S     -   208,373.185   847,967.742   MT  1.00003885   +1 55 02.8
 LY2623;SPC PA S     -   683,637.69  2,782,040.83   sFT  1.00003885   +1 55 02.8
 LY2623;UTM  18      - 4,557,928.577   517,230.080   MT  0.99960365   +0 08 06.8
 LY2623
 LY2623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2623!SPC NJ       -   0.99994066  x   0.99990752  =   0.99984818
 LY2623!SPC PA S     -   0.99994066  x   1.00003885  =   0.99997950
 LY2623!UTM  18      -   0.99994066  x   0.99960365  =   0.99954433
 LY2623
 LY2623|---------------------------------------------------------------------|
 LY2623| PID    Reference Object                     Distance      Geod. Az  |
 LY2623|                                                           dddmmss.s |
 LY2623| CB3931 CULVERS GAP RM 2                     14.414 METERS 04044     |
 LY2623| LY2624 BRANCHVILLE NORMANOCK LOT           APPROX. 2.9 KM 0540540.7 |
 LY2623| CB3930 CULVERS GAP RM 1                     10.863 METERS 13257     |
 LY2623| LY2628 NEWTON MUNICIPAL TANK               APPROX.13.2 KM 1684829.4 |
 LY2623| CB3932 CULVERS GAP RM 3                     11.119 METERS 25019     |
 LY2623|---------------------------------------------------------------------|
 LY2623
 LY2623                          SUPERSEDED SURVEY CONTROL
 LY2623
 LY2623  ELLIP H (05/14/99)  378.36   (m)                       GP(       ) 4 1
 LY2623  NAD 83(1996)-  41 10 21.05648(N)    074 47 40.52865(W) AD(       ) 1
 LY2623  NAD 83(1986)-  41 10 21.05660(N)    074 47 40.52864(W) AD(       ) 1
 LY2623  NAD 27      -  41 10 20.71100(N)    074 47 41.92800(W) AD(       ) 1
 LY2623
 LY2623.Superseded values are not recommended for survey control.
 LY2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2623.See file dsdata.txt to determine how the superseded data were derived.
 LY2623
 LY2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1723057929(NAD 83)
 LY2623_MARKER: B = BOLT
 LY2623_SETTING: 66 = SET IN ROCK OUTCROP
 LY2623_SP_SET: ROCK OUTCROP
 LY2623_MARK LOGO: CGS   
 LY2623_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2623+STABILITY: POSITION/ELEVATION WELL
 LY2623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2623+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1990
 LY2623
 LY2623  HISTORY     - Date     Condition        Report By
 LY2623  HISTORY     - 1881     MONUMENTED       CGS
 LY2623  HISTORY     - 1906     GOOD             CGS
 LY2623  HISTORY     - 1936     GOOD             NJGS
 LY2623  HISTORY     - 1936     GOOD             NJGS
 LY2623  HISTORY     - 1942     GOOD             CGS
 LY2623  HISTORY     - 1954     MARK NOT FOUND   USGS
 LY2623  HISTORY     - 1974     MARK NOT FOUND   NGS
 LY2623  HISTORY     - 19900630 GOOD             NJGS
 LY2623
 LY2623                          STATION DESCRIPTION
 LY2623
 LY2623'DESCRIBED BY COAST AND GEODETIC SURVEY 1906
 LY2623'STATION IS ON THE HIGH RIDGE OF THE BLUE MOUNTAINS ON THE SW
 LY2623'SIDE OF THE OPENING CALLED CULVERS GAP.  THE ROAD FROM BRANCHVILLE
 LY2623'TO MILFORD PASSES THROUGH THIS GAP AT A DISTANCE OF 1/3 MILE FROM
 LY2623'THE STATION.  BRANCHVILLE LIES ABOUT 3 MILES TO THE SE, TUTTLES
 LY2623'CORNER 1-3/4 MILES TO THE N AND CULVERS POND 1/3 MILE TO THE
 LY2623'E.  AN OLD TOWER FORMERLY STOOD 170 PACES NE OF THE STATION AND
 LY2623'ITS LOCATION IS WELL KNOWN IN THE REGION.  A WOOD ROAD FROM THIS
 LY2623'TOWER JOINS THE BRANCHVILLE-MILFORD ROAD AT A POINT ABOUT 100
 LY2623'METERS TO THE SE OF THE MOUNTAIN HOUSE, A HOTEL JUST NW OF THE
 LY2623'GAP.
 LY2623'
 LY2623'THE STATION IS MARKED BY A COPPER BOLT SET IN THE ROCK.  A
 LY2623'CROSS IS ALSO CUT IN THE LEDGE ABOUT 4 INCHES W OF THE BOLT, 6
 LY2623'TO 8 INCHES HIGHER AND A LARGE BOULDER 16 FEET 3 INCHES TO THE
 LY2623'NE OF THE STATION IS SIMILARLY MARKED.
 LY2623
 LY2623                          STATION RECOVERY (1936)
 LY2623
 LY2623'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 LY2623'RECOVERED IN GOOD CONDITION.  TRACES OF THE FOUNDATION OF THE OLD
 LY2623'TOWER MENTIONED IN THE ORIGINAL DESCRIPTION STILL REMAIN.  THE
 LY2623'CROSS CUT IN THE LEDGE 4 INCHES W OF BOLT HAS BEEN ALMOST ENTIRELY
 LY2623'OBLITERATED AND A LARGE BOULDER 16 FEET 3 INCHES NE OF STATION HAS
 LY2623'BEEN PARTIALLY BROKEN UP, INCLUDING THE PORTION ORIGINALLY MARKED
 LY2623'WITH A CROSS.
 LY2623'
 LY2623'THREE NEW REFERENCE MARKS WERE ESTABLISHED.  THEY ARE STANDARD
 LY2623'STATE SURVEY BRONZE DISKS SET IN LEDGE ROCK.
 LY2623
 LY2623                          STATION RECOVERY (1936)
 LY2623
 LY2623'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 LY2623'RECOVERED IN GOOD CONDITION AS DESCRIBED.  STATION IS A 3/4-INCH
 LY2623'COPPER BOLT SET IN LEDGE ROCK.
 LY2623'
 LY2623'REFERENCE MARK NO.1 IS A STANDARD STATE SURVEY DISK, SET IN
 LY2623'LEDGE ROCK OUTCROP.
 LY2623'
 LY2623'REFERENCE MARK NO.2 IS A STANDARD STATE SURVEY DISK, SET IN
 LY2623'LEDGE ROCK OUTCROP.
 LY2623'
 LY2623'REFERENCE MARK NO.3 IS A STANDARD STATE SURVEY DISK, SET IN
 LY2623'LEDGE ROCK.
 LY2623'
 LY2623'AZIMUTH MARK IS MONUMENT NO.2449, A STANDARD STATE SURVEY
 LY2623'DISK, SET IN CONCRETE ON THE E SIDE OF STATE HIGHWAY 31, 2.6 MILES
 LY2623'NW OF THE INTERSECTION OF BROAD STREET AND WANTAGE AVENUE,
 LY2623'BRANCHVILLE.  IT IS 22 FEET E OF THE CENTER LINE OF CONCRETE
 LY2623'PAVEMENT AND 16 FEET N OF THE CENTER LINE OF A DRIVEWAY TO THE E.
 LY2623'
 LY2623'DISTANCES AND DIRECTIONS SHOULD BE REVISED AS FOLLOWS--
 LY2623
 LY2623                          STATION RECOVERY (1942)
 LY2623
 LY2623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2623'STATION WAS RECOVERED AS DESCRIBED BY THE RECOVERY NOTE OF
 LY2623'1936.  ALL MARKS WERE FOUND IN GOOD CONDITION.
 LY2623'
 LY2623'REFERENCE MARK NO.3 IS 36.48 FEET FROM THE STATION INSTEAD
 LY2623'OF 36.54 FEET AS LISTED IN THE 1936 DESCRIPTION.  THE REFERENCE
 LY2623'MARKS ARE NOT STAMPED AS THEY ARE LISTED.
 LY2623'
 LY2623'REFERENCE MARK NO.1 IS STAMPED 3 AND THE OTHER TWO ARE
 LY2623'STAMPED 2.
 LY2623'
 LY2623'STATE SURVEY MONUMENT NO.2449, ESTABLISHED AS AN AZIMUTH
 LY2623'MARK BY NEW JERSEY GEODETIC SURVEY IN 1936, WAS NOT
 LY2623'RECOVERED.  TRIANGULATION STATION SMITHS HILL 2 (N.J.G.S. 1936)
 LY2623'WILL SERVE AS AN AZIMUTH MARK.  HIGH POINT MONUMENT OR THE
 LY2623'NORMANOCK LOOKOUT TOWER WILL ALSO BE VERY SUITABLE FOR AZIMUTH
 LY2623'MARKS.
 LY2623'
 LY2623'FOLLOWING IS A COMPLETE DESCRIPTION OF THE STATION.
 LY2623'
 LY2623'THE STATION IS ON A HIGH RIDGE OF THE BLUE MOUNTAINS, IN A
 LY2623'CLEARING ON THE APPALACHIAN TRAIL, ABOUT 0.3 MILE W OF THE W END
 LY2623'OF CULVERS LAKE, ABOUT 0.3 MILE SW OF THE ROAD THAT RUNS THROUGH
 LY2623'CULVERS GAP, AND ABOUT 3 MILES NW OF THE TOWN OF BRANCHVILLE.  IT
 LY2623'IS A 3/4-INCH COPPER BOLT SET FLUSH IN BEDROCK.
 LY2623'
 LY2623'REFERENCE MARK NO.1 IS SE OF THE STATION, ON THE S SLOPE OF
 LY2623'THE RIDGE.  IT IS A STANDARD N.J. DEPARTMENT OF CONSERVATION AND
 LY2623'DEVELOPMENT GEODETIC CONTROL DISK SET FLUSH IN BEDROCK AND STAMPED
 LY2623'3.
 LY2623'
 LY2623'REFERENCE MARK NO.2 IS NE OF THE STATION, ON THE NE SLOPE OF
 LY2623'THE RIDGE.  IT IS A STANDARD STATE SURVEY DISK SET FLUSH IN
 LY2623'BEDROCK AND STAMPED RM 2.
 LY2623'
 LY2623'REFERENCE MARK NO.3 IS WSW OF THE STATION, ON THE SW SLOPE
 LY2623'OF THE RIDGE.  IT IS A STANDARD N.J. DEPARTMENT OF CONSERVATION
 LY2623'AND DEVELOPMENT GEODETIC CONTROL DISK SET FLUSH IN BEDROCK AND
 LY2623'STAMPED 2.
 LY2623'
 LY2623'TO REACH THE STATION FROM THE COURTHOUSE IN NEWTON GO NORTHERLY
 LY2623'ON STATE HIGHWAY S-31 FOR 11.8 MILES TO THE SUMMIT OF CULVERS
 LY2623'GAP AND A DIRT ROAD LEFT AT A SIGN YOU HAVE JUST PASSED LAKE
 LY2623'KITTATINNY.  THIS IS THE END OF TRUCK TRAVEL.  FROM THIS POINT
 LY2623'PROCEED ON FOOT UP THE APPALACHIAN TRAIL, WESTERLY, TO THE SUMMIT
 LY2623'AT A SMALL CLEARING AND THE STATION.  THE PACK REQUIRES ABOUT 20
 LY2623'MINUTES.
 LY2623'
 LY2623'A 4-FOOT STAND WILL SEE AN 8-FOOT LIGHT AT STATION SMITHS
 LY2623'HILL 2 (N.J.G.S. 1936).
 LY2623'
 LY2623'A 4-FOOT STAND WILL SEE A 74-FOOT LIGHT AT STATION ISLEE.
 LY2623'
 LY2623'A 4-FOOT STAND WILL SEE A 47-FOOT LIGHT AT STATION DE LENOY.
 LY2623'
 LY2623'A 4-FOOT STAND WILL SEE A 4-FOOT LIGHT AT STATION KRECH
 LY2623'(N.J.G.S. 1938).
 LY2623'
 LY2623'A 4-FOOT STAND WILL SEE A 4-FOOT LIGHT AT STATION SUNRISE
 LY2623'(N.J.G.S.).
 LY2623
 LY2623                          STATION RECOVERY (1954)
 LY2623
 LY2623'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LY2623'STATION NOT RECOVERED.  THE COPPER BOLT MARKING THE ORIGINAL STATION
 LY2623'WAS NOT FOUND.
 LY2623'
 LY2623'REFERENCE MARKS 1 AND 2 WERE RECOVERED.
 LY2623
 LY2623                          STATION RECOVERY (1974)
 LY2623
 LY2623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LY2623'THE STATION IS NOW LOCATED UNDER A NEWLY CONSTRUCTED LODGE
 LY2623'BUILDING.  THE BUILDING WAS CONSTRUCTED ON THE HIGHEST POINT OF THE
 LY2623'HILL, DIRECTLY OVER THE STATION.  IT IS POSSIBLE THAT THE IRON PEG
 LY2623'IS STILL INTACT BELOW THE FLOOR OF THE LODGE, HOWEVER IT COULD NOT
 LY2623'BE VARIFIED AT THIS DATE.  ALL REFERENCE MARKS WERE RECOVERED AND
 LY2623'FOUND IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS ALSO
 LY2623'RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED.
 LY2623'
 LY2623'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LY2623'3 MILES SOUTHEAST OF TUTTLES.
 LY2623
 LY2623                          STATION RECOVERY (1990)
 LY2623
 LY2623'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 LY2623'THE STATION IS LOCATED ON THE BORDER OF SANDYSTON AND FRANKFORD
 LY2623'TOWNSHIPS ON ONE OF THE SUMMITS OF THE KITTATINNY MOUNTAINS ON THE
 LY2623'SOUTHWEST SIDE OF THE OPENING KNOWN AS CULVERS GAP.  TO REACH THE
 LY2623'STATION FROM THE JUNCTION OF U.S. ROUTE 206 AND COUNTY ROAD 636 AT
 LY2623'KITTATINNY LAKE, GO EAST ON U.S. ROUTE 206 FOR 0.4 MI (0.6 KM) TO A
 LY2623'WOODS ROAD ON THE RIGHT AT AN IRON GATE AND THE ACROPOLIS TRAIL
 LY2623'HEADING SOUTH.  THE KEY TO OPEN THE GATE CAN BE OBTAINED FROM THE
 LY2623'RANGERS OFFICE AT STOKES STATE FOREST.  GO SOUTH ON THIS ROAD, GOING
 LY2623'UPHILL, FOUR WHEEL DRIVE VEHICLE IS NECESSARY, TO THE RADIO TOWER AT
 LY2623'THE END OF THE ROAD.  PACK NORTH FOR 75 PACES FROM THE WEST EDGE OF
 LY2623'THE FENCE SURROUNDING THE TOWER TO THE STATION IN A ONE METER WIDE
 LY2623'DEPRESSION IN THE MIDDLE OF A CLEARING USED AS A FIRE PIT BY CAMPERS.
 LY2623'THE STATION IS A HALF INCH DIAMETER IRON BOLT SET IN BEDROCK, ABOUT
 LY2623'O.3 M BELOW SURFACE OF THE GROUND, PROJECTING 0.07 M (0.23 FT) ABOVE
 LY2623'THE BEDROCK AND IS THE SAME AS DESCRIBED IN THE 1974 RECOVERY.  NO
 LY2623'TRACES OF THE COPPER BOLT DESCRIBED IN THE 1942 RECOVERY COULD BE
 LY2623'FOUND.  ALL REFERENCE MARKS MENTIONED IN THE 1942 RECOVERY HAVE BEEN
 LY2623'FOUND, HOWEVER, REFERENCE MARK NUMBER 3 IS NOW 0.1 M (0.3 FT) BELOW
 LY2623'THE SURFACE OF THE GROUND.  NO MEASUREMENTS WERE TAKEN AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2951 ***********************************************************************
 JU2951  DESIGNATION -  CUP
 JU2951  PID         -  JU2951
 JU2951  STATE/COUNTY-  NJ/CAPE MAY
 JU2951  USGS QUAD   -  STONE HARBOR (1972)
 JU2951
 JU2951                         *CURRENT SURVEY CONTROL
 JU2951  ___________________________________________________________________
 JU2951* NAD 83(1996)-  39 01 50.67492(N)    074 48 29.17582(W)     ADJUSTED  
 JU2951* NAVD 88     -                                                        
 JU2951  ___________________________________________________________________
 JU2951  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 JU2951  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 JU2951
 JU2951  HORZ ORDER  -  THIRD
 JU2951
 JU2951.The horizontal coordinates were established by classical geodetic methods
 JU2951.and adjusted by the National Geodetic Survey in September 1999..
 JU2951
 JU2951
 JU2951.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2951
 JU2951.The geoid height was determined by GEOID03.
 JU2951
 JU2951;                    North         East     Units Scale Factor Converg.
 JU2951;SPC NJ       -    21,958.253   123,324.219   MT  0.99990876   -0 11 38.5
 JU2951;SPC NJ       -    72,041.37    404,606.21   sFT  0.99990876   -0 11 38.5
 JU2951;UTM  18      - 4,320,205.695   516,609.390   MT  0.99960340   +0 07 15.0
 JU2951
 JU2951                          SUPERSEDED SURVEY CONTROL
 JU2951
 JU2951  NAD 83(1991)-  39 01 50.65497(N)    074 48 29.17905(W) AD(       ) 4
 JU2951  NAD 83(1986)-  39 01 50.65237(N)    074 48 29.17991(W) AD(       ) 4
 JU2951  NAD 27      -  39 01 50.24400(N)    074 48 30.57900(W) AD(       ) 3
 JU2951
 JU2951.Superseded values are not recommended for survey control.
 JU2951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2951.See file dsdata.txt to determine how the superseded data were derived.
 JU2951
 JU2951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1660920206(NAD 83)
 JU2951_MARKER: 86 = CUPOLA
 JU2951
 JU2951  HISTORY     - Date     Condition        Report By
 JU2951  HISTORY     - 1936     FIRST OBSERVED   CGS
 JU2951  HISTORY     - 1957     GOOD             CGS
 JU2951
 JU2951                          STATION DESCRIPTION
 JU2951
 JU2951'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2951'THE CUPOLA OF A WHITE HOUSE ON THE S SIDE OF GRASSY SOUND, ABOUT
 JU2951'1/3 MILE NE OF THE BRIDGE OVER GRASSY SOUND CHANNEL.  THE HOUSE IS
 JU2951'KNOWN LOCALLY AS CHARTER OAK AND IS OF THE MANY-GABLE TYPE
 JU2951'WITH A LARGE PORCH ENCIRCLING THE HOUSE.  AN 8-FOOT POLE IS
 JU2951'MOUNTED ON THE CUPOLA.
 JU2951
 JU2951                          STATION RECOVERY (1957)
 JU2951
 JU2951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VES)
 JU2951'THE STATION WAS RECOVERED IN FAIR CONDITION.  THE ORIGINAL,
 JU2951'PEAKED ROOF OF THE CUPOLA HAS BEEN REPLACED BY A FLAT ROOF.  NO
 JU2951'FLAG POLE WAS PLACED ON THE NEW ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0385 ***********************************************************************
 JU0385  DESIGNATION -  CURVE
 JU0385  PID         -  JU0385
 JU0385  STATE/COUNTY-  NJ/CAPE MAY
 JU0385  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0385
 JU0385                         *CURRENT SURVEY CONTROL
 JU0385  ___________________________________________________________________
 JU0385* NAD 83(1996)-  39 13 35.70262(N)    074 38 19.17629(W)     ADJUSTED  
 JU0385* NAVD 88     -         1.470  (meters)       4.82   (feet)  POSTED    
 JU0385  ___________________________________________________________________
 JU0385  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 JU0385  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 JU0385  DYNAMIC HT  -           1.470 (meters)       4.82  (feet)  COMP
 JU0385  MODELED GRAV-     980,088.7   (mgal)                       NAVD 88
 JU0385
 JU0385  HORZ ORDER  -  FIRST
 JU0385  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JU0385
 JU0385.The horizontal coordinates were established by classical geodetic methods
 JU0385.and adjusted by the National Geodetic Survey in September 1999..
 JU0385
 JU0385.The orthometric height was determined by differential leveling
 JU0385.and adjusted by the National Geodetic Survey in 1992..
 JU0385.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JU0385.rate of 2.1 thru 3.0 mm/km.
 JU0385
 JU0385.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0385
 JU0385.The geoid height was determined by GEOID03.
 JU0385
 JU0385.The dynamic height is computed by dividing the NAVD 88
 JU0385.geopotential number by the normal gravity value computed on the
 JU0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0385.degrees latitude (g = 980.6199 gals.).
 JU0385
 JU0385.The modeled gravity was interpolated from observed gravity values.
 JU0385
 JU0385;                    North         East     Units Scale Factor Converg.
 JU0385;SPC NJ       -    43,661.939   138,027.975   MT  0.99990176   -0 05 15.7
 JU0385;SPC NJ       -   143,247.54    452,846.78   sFT  0.99990176   -0 05 15.7
 JU0385;UTM  18      - 4,341,983.544   531,189.060   MT  0.99961198   +0 13 42.6
 JU0385
 JU0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0385!SPC NJ       -   1.00000522  x   0.99990176  =   0.99990698
 JU0385!UTM  18      -   1.00000522  x   0.99961198  =   0.99961720
 JU0385
 JU0385|---------------------------------------------------------------------|
 JU0385| PID    Reference Object                     Distance      Geod. Az  |
 JU0385|                                                           dddmmss.s |
 JU0385| JU2410 CURVE 2                               5.137 METERS 03409     |
 JU0385| JU0384 CURVE RM 1                           42.685 METERS 12209     |
 JU0385| JU0380 CURVE RM 2 AZIMUTH=MON 5735                        1244810.4 |
 JU0385| JU2920 STRATHMERE STANDPIPE                APPROX. 3.6 KM 2061202.3 |
 JU0385| JU2406 CURVE AZ MK                                        2140908.2 |
 JU0385| JU0386 CURVE RM 3                           22.428 METERS 25500     |
 JU0385| JU2910 PALERMO AF BASE RADAR DOME          APPROX. 4.1 KM 2611710.7 |
 JU0385|---------------------------------------------------------------------|
 JU0385
 JU0385                          SUPERSEDED SURVEY CONTROL
 JU0385
 JU0385  NAD 83(1986)-  39 13 35.68338(N)    074 38 19.17741(W) AD(       ) 1
 JU0385  NAD 27      -  39 13 35.27090(N)    074 38 20.60810(W) AD(       ) 1
 JU0385  NGVD 29 (04/16/92)    1.860  (m)            6.10   (f) ADJUSTED    1 2
 JU0385
 JU0385.Superseded values are not recommended for survey control.
 JU0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0385.See file dsdata.txt to determine how the superseded data were derived.
 JU0385
 JU0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3118941984(NAD 83)
 JU0385_MARKER: DS = TRIANGULATION STATION DISK
 JU0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0385_STAMPING: CURVE 1932
 JU0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0385+STABILITY: SURFACE MOTION
 JU0385
 JU0385  HISTORY     - Date     Condition        Report By
 JU0385  HISTORY     - 1932     MONUMENTED       CGS
 JU0385  HISTORY     - 1936     GOOD             NJGS
 JU0385  HISTORY     - 1950     GOOD             CGS
 JU0385  HISTORY     - 1952     GOOD             CGS
 JU0385  HISTORY     - 1961     GOOD             CGS
 JU0385  HISTORY     - 1962     GOOD             CGS
 JU0385  HISTORY     - 1966     SEE DESCRIPTION  CGS
 JU0385  HISTORY     - 1974     SEE DESCRIPTION  NGS
 JU0385
 JU0385                          STATION DESCRIPTION
 JU0385
 JU0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU0385'FROM THE INTERSECTION OF CENTRAL AVENUE AND FIFTY-FIFTH STREET AT
 JU0385'PECKS BEACH GO 0.3 MILE W ON FIFTY-FIFTH STREET OVER THE RAILROAD
 JU0385'TRACK TO THE TURN IN FIFTY-FIFTH STREET.  STATION IS ON THE N SIDE
 JU0385'OF THE CURVE, 4 FEET FROM THE EDGE OF THE ROAD.  IT IS IN THE
 JU0385'CONTINUATION OF THE LINE OF TELEPHONE POLES ON THE N SIDE OF
 JU0385'FIFTY-FIFTH STREET, AND 4-1/2 FEET W OF THE LINE OF TELEPHONE
 JU0385'POLES ON THE E SIDE OF FIFTY-FIFTH STREET AFTER IT TURNS S.
 JU0385'
 JU0385'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU0385'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, 11A, AND 11C.
 JU0385'
 JU0385'REFERENCE MARK NO. 3 IS 73.58 FEET SW OF THE STATION AND IS ON
 JU0385'THE W SIDE OF THE CURVE.  IT IS 1 FOOT OUTSIDE OF THE GUARD RAIL
 JU0385'AND 14.7 FEET S OF THE S LINE OF TELEPHONE POLES ON FIFTY-FIFTH
 JU0385'STREET AND 8.2 FEET E OF THE W LINE OF TELEPHONE POLES ON
 JU0385'FIFTY-FIFTH STREET AFTER IT TURNS S.
 JU0385'
 JU0385'REFERENCE MARK NO.1 IS 140.15 FEET E OF THE STATION.  IT IS 2
 JU0385'FEET INSIDE OF LINE OF TELEPHONE POLES ON THE N SIDE OF
 JU0385'FIFTY-FIFTH STREET AND 3.2 FEET NW OF FIRST TELEPHONE POLE E OF
 JU0385'CURVE ON THE N SIDE OF THE STREET.
 JU0385'
 JU0385'REFERENCE MARK NO. 2 IS SET IN THE SIDEWALK AT THE SW CORNER OF
 JU0385'THE INTERSECTION OF CENTRAL AVENUE AND FIFTY-FIFTH STREET.  IT IS
 JU0385'8.05 FEET NW OF FIRE HYDRANT (NEAREST POINT) AND 1.8 FEET SE OF
 JU0385'EDGE OF MANHOLE PLATE AND 4.69 FEET FROM NE CORNER OF THE SIDEWALK
 JU0385'BLOCK IN WHICH IT IS SET.  THIS BLOCK IS THE LAST FULL-SIZED
 JU0385'BLOCK ON THE SW CORNER OF THE INTERSECTION.
 JU0385'
 JU0385'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 JU0385
 JU0385                          STATION RECOVERY (1936)
 JU0385
 JU0385'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 JU0385'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JU0385'
 JU0385'REFERENCE MARK NO. 2 USED AS MON.5735 (N.J. GEOD. S.)
 JU0385
 JU0385                          STATION RECOVERY (1950)
 JU0385
 JU0385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU0385'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU0385'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 JU0385'AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 JU0385'AND CORRECT.  A 4- BY 4-INCH WITNESS POST WAS SET 5.5 FEET S OF
 JU0385'THE STATION.
 JU0385
 JU0385                          STATION RECOVERY (1952)
 JU0385
 JU0385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCC)
 JU0385'STATION MARK, STAMPED CURVE 1932, IS 4 FT. FROM THE EDGE OF THE
 JU0385'OLD ROAD.
 JU0385'
 JU0385'REFERENCE MARK 1, STAMPED CURVE NO 1 1932, IS 2 FT. INSIDE THE
 JU0385'LINE OF TELEPHONE POLES ON THE N SIDE OF 55TH STREET (EXTENDED).
 JU0385'
 JU0385'REFERENCE MARK 3 IS STAMPED CURVE NO 3 1932.  THE GUARDRAIL NO
 JU0385'LONGER EXISTS.
 JU0385
 JU0385                          STATION RECOVERY (1961)
 JU0385
 JU0385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JU0385'5 MI SW FROM OCEAN CITY.
 JU0385'5.0 MILES SOUTHWEST ON CENTRAL AVENUE AND OCEAN DRIVE FROM THE
 JU0385'CITY HALL IN OCEAN CITY, ON THE OUTSIDE OF THE CURVE ON 55TH
 JU0385'STREET (OCEAN DRIVE), 24 FEET SOUTHEAST OF THE PROLONGED CENTER
 JU0385'LINE OF OCEAN DRIVE AFTER SOUTHWEST TURN IS MADE, 8 FEET WEST OF
 JU0385'CABLE LINE BRACE POLE AND 2 FEET SOUTHEAST OF LINE OF CABLE POLES
 JU0385'RUNNING NORTHEAST AND SOUTHWEST ON THE SOUTHEAST SIDE OF OCEAN
 JU0385'DRIVE.  THE MARK IS 6 FEET SOUTH OF A 4-4 WOODEN WITNESS POST,
 JU0385'140.15 FEET WEST OF CURVE RM 1, AND 73.6 FEET NORTHEAST OF
 JU0385'CURVE RM 3.  SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 JU0385'INCHES.
 JU0385
 JU0385                          STATION RECOVERY (1962)
 JU0385
 JU0385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU0385'NO MEASUREMENT BETWEEN RMS, BRUSH ON LINE.
 JU0385'
 JU0385'THE STATION, REFERENCE MARKS 1 AND 3 WERE RECOVERED AND FOUND
 JU0385'IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT RECOVERED AND SHOULD
 JU0385'BE CONSIDERED LOST.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO
 JU0385'BE 1.1 FEET SHORTER THAN PREVIOUSLY MEASURED.  THE DIRECTION
 JU0385'TO REFERENCE MARK 1 DID NOT CHECK BY 04 MINUTES AND 24
 JU0385'SECONDS.  THE DIRECTION TO REFERENCE MARK 3 DID NOT CHECK BY 01
 JU0385'MINUTE AND 27 SECONDS.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS
 JU0385'TIME.
 JU0385'
 JU0385'A NEW DESCRIPTION FOLLOWS--
 JU0385'
 JU0385'THE STATION IS ABOUT 1-1/4 MILES NORTHEAST OF STRATHMERE, ON THE
 JU0385'WEST SIDE OF OCEAN DRIVE, 0.2 MILE WEST OF THE INTERSECTION OF
 JU0385'55TH STREET AND ASBURY AVE., OF OCEAN CITY.  IT IS 140 FEET
 JU0385'NORTHWEST OF THE CENTERLINE OF OCEAN DRIVE, 68 FEET NORTHEAST OF
 JU0385'A POWER POLE, 9 FEET SOUTHWEST OF A POWER POLE, 5 FEET NORTHWEST
 JU0385'OF A WHITE WITNESS POST, AND 4 FEET NORTHEAST OF A WITNESS
 JU0385'POST.  THE MONUMENT PROJECTS 7 INCHES AND THE DISK IS STAMPED
 JU0385'CURVE 1932.  NOTE 1A 7A.
 JU0385'
 JU0385'TO REACH FROM THE POST OFFICE IN STRATHMERE, GO NORTHEAST ON
 JU0385'OCEAN DRIVE FOR 0.25 MILE TO A TOLL BOOTH ON A BRIDGE OVER
 JU0385'STRATHMERE BAY.  CONTINUE NORTHEAST ON OCEAN DRIVE FOR 0.6 MILE
 JU0385'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHEAST ON OCEAN
 JU0385'DRIVE FOR 0.5 MILE TO A POINT WHERE THE ROAD TURNS SHARP RIGHT
 JU0385'AND THE STATION ON THE LEFT.
 JU0385'
 JU0385'REFERENCE MARK 1 IS 65 FEET NORTHWEST OF THE CENTERLINE OF
 JU0385'OCEAN DRIVE, 45 FEET NORTHWEST OF AN IRON GUARD RAIL, AND 44
 JU0385'FEET NORTH OF A POWER POLE WITH A GUY WIRE.  THE MONUMENT PROJECTS
 JU0385'5 INCHES AND THE DISK IS STAMPED CURVE NO 1 1932.
 JU0385'
 JU0385'REFERENCE MARK 3 IS 16 FEET SOUTHEAST OF A POWER POLE GUY POLE,
 JU0385'AND 68 FEET SOUTHWEST OF THE WITNESS POST.  THE MONUMENT IS
 JU0385'FLUSH AND THE DISK IS STAMPED CURVE NO 3 1932.
 JU0385'
 JU0385'THE AZIMUTH MARK 71 FEET NORTH OF THE NORTH END OF A WOODEN
 JU0385'CULVERT, 35 FEET WEST OF THE CENTERLINE OF OCEAN DRIVE, 4 FEET
 JU0385'NORTHWEST OF A POWER POLE, AND 2 FEET WEST OF A WITNESS POST.  THE
 JU0385'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED CURVE 1932.
 JU0385'
 JU0385'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
 JU0385
 JU0385                          STATION RECOVERY (1966)
 JU0385
 JU0385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 JU0385'THE STATION MARK AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION
 JU0385'AS DESCRIBED IN 1962.  REFERENCE MARK 2 THAT WAS REPORTED LOST IN
 JU0385'1962 WAS FOUND IN GOOD CONDITION BUT THE DIRECTION COULD NOT BE
 JU0385'CHECKED BECAUSE OF A TRUCK THAT WAS STUCK ON LINE.  REFERENCE
 JU0385'MARK 2 WAS NOT DISTURBED AS IT IS TIED IN WITH THE NEW JERSEY
 JU0385'GEODETIC CONTROL SURVEY.  REFERENCE MARKS 1 AND 3 HAVE EITHER
 JU0385'BEEN COVERED OR DESTROYED AND SHOULD BE CONSIDERED LOST.
 JU0385'
 JU0385'CURVE 2 1966 WAS ESTABLISHED, A TRAVERSE CONNECTION MADE TO
 JU0385'CURVE 1932, THEN THE SURFACE DISK REMOVED AT CURVE 1932.  THE
 JU0385'UNDERGROUND MARK WAS NOT DISTURBED.
 JU0385'
 JU0385'NOTE--FOR ANY FUTURE REFERENCE SEE THE DESCRIPTION TO CURVE 2 1966.
 JU0385
 JU0385                          STATION RECOVERY (1974)
 JU0385
 JU0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU0385'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE FOUND DESTROYED AS
 JU0385'DESCRIBED PREVIOUSLY.  REFERENCE MARK 2 WAS RECOVERED AND FOUND
 JU0385'IN GOOD CONDITION AS DESCRIBED.  THE ONLY EXISTING REFERENCE MARK
 JU0385'WAS INTERSECTED FROM TRIANGULATION STATION CURVE 2 1966 AT THIS
 JU0385'DATE.  SEE DESCRIPTION THEREOF.
 JU0385'
 JU0385'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU0385'1 MILE NORTH OF STRATHMERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2410 ***********************************************************************
 JU2410  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2410  DESIGNATION -  CURVE 2
 JU2410  PID         -  JU2410
 JU2410  STATE/COUNTY-  NJ/CAPE MAY
 JU2410  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2410
 JU2410                         *CURRENT SURVEY CONTROL
 JU2410  ___________________________________________________________________
 JU2410* NAD 83(1996)-  39 13 35.84046(N)    074 38 19.05607(W)     ADJUSTED  
 JU2410* NAVD 88     -         1.603  (meters)       5.26   (feet)  ADJUSTED  
 JU2410  ___________________________________________________________________
 JU2410  X           -   1,310,604.362 (meters)                     COMP
 JU2410  Y           -  -4,770,679.084 (meters)                     COMP
 JU2410  Z           -   4,011,816.972 (meters)                     COMP
 JU2410  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 JU2410  ELLIP HEIGHT-         -33.15  (meters)          (10/23/02) GPS OBS
 JU2410  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 JU2410  DYNAMIC HT  -           1.602 (meters)       5.26  (feet)  COMP
 JU2410  MODELED GRAV-     980,088.7   (mgal)                       NAVD 88
 JU2410
 JU2410  HORZ ORDER  -  FIRST
 JU2410  VERT ORDER  -  FIRST     CLASS II
 JU2410  ELLP ORDER  -  FOURTH    CLASS I
 JU2410
 JU2410.The horizontal coordinates were established by GPS observations
 JU2410.and adjusted by the National Geodetic Survey in May 1999..
 JU2410
 JU2410.The orthometric height was determined by differential leveling
 JU2410.and adjusted by the National Geodetic Survey in June 1991..
 JU2410
 JU2410.This Tidal Bench Mark is designated as VM 2750
 JU2410.by the Center for Operational Oceanographic Products and Services.
 JU2410
 JU2410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2410
 JU2410.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2410
 JU2410.The ellipsoidal height was determined by GPS observations
 JU2410.and is referenced to NAD 83.
 JU2410
 JU2410.The geoid height was determined by GEOID03.
 JU2410
 JU2410.The dynamic height is computed by dividing the NAVD 88
 JU2410.geopotential number by the normal gravity value computed on the
 JU2410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2410.degrees latitude (g = 980.6199 gals.).
 JU2410
 JU2410.The modeled gravity was interpolated from observed gravity values.
 JU2410
 JU2410;                    North         East     Units Scale Factor Converg.
 JU2410;SPC NJ       -    43,666.185   138,030.865   MT  0.99990176   -0 05 15.6
 JU2410;SPC NJ       -   143,261.48    452,856.26   sFT  0.99990176   -0 05 15.6
 JU2410;UTM  18      - 4,341,987.805   531,191.925   MT  0.99961198   +0 13 42.7
 JU2410
 JU2410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2410!SPC NJ       -   1.00000520  x   0.99990176  =   0.99990696
 JU2410!UTM  18      -   1.00000520  x   0.99961198  =   0.99961718
 JU2410
 JU2410|---------------------------------------------------------------------|
 JU2410| PID    Reference Object                     Distance      Geod. Az  |
 JU2410|                                                           dddmmss.s |
 JU2410| JU2412 CURVE 2 RM 6                         27.761 METERS 03136     |
 JU2410| CB1401 CURVE 2 RM 4                          9.956 METERS 03220     |
 JU2410| JU0380 CURVE RM 2 AZIMUTH=MON 5735                        12530     |
 JU2410| CB1402 CURVE 2 RM 5                         15.899 METERS 14150     |
 JU2410| JU0385 CURVE                                 5.137 METERS 21409     |
 JU2410| JU2406 CURVE AZ MK                                        2141039.3 |
 JU2410| JU2411 CURVE 2 RM 7                         14.911 METERS 31449     |
 JU2410|---------------------------------------------------------------------|
 JU2410
 JU2410                          SUPERSEDED SURVEY CONTROL
 JU2410
 JU2410  ELLIP H (05/14/99)  -33.18   (m)                       GP(       ) 4 1
 JU2410  NAD 83(1992)-  39 13 35.83984(N)    074 38 19.05564(W) AD(       ) 1
 JU2410  ELLIP H (03/31/93)  -33.28   (m)                       GP(       ) 3 2
 JU2410  NAD 83(1986)-  39 13 35.82123(N)    074 38 19.05725(W) AD(       ) 1
 JU2410  NAD 27      -  39 13 35.40880(N)    074 38 20.48800(W) AD(       ) 1
 JU2410  NAVD 88 (03/31/93)    1.60   (m)            5.2    (f) LEVELING    3  
 JU2410  NGVD 29 (01/10/92)    1.994  (m)            6.54   (f) ADJUSTED    1 2
 JU2410
 JU2410.Superseded values are not recommended for survey control.
 JU2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2410.See file dsdata.txt to determine how the superseded data were derived.
 JU2410
 JU2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3119241988(NAD 83)
 JU2410_MARKER: DS = TRIANGULATION STATION DISK
 JU2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2410_SP_SET: CONCRETE POST
 JU2410_STAMPING: CURVE 2 1966
 JU2410_MARK LOGO: CGS   
 JU2410_PROJECTION: PROJECTING 30 CENTIMETERS
 JU2410_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2410+STABILITY: SURFACE MOTION
 JU2410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2410+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 JU2410
 JU2410  HISTORY     - Date     Condition        Report By
 JU2410  HISTORY     - 1966     MONUMENTED       CGS
 JU2410  HISTORY     - 1973     SEE DESCRIPTION  NJGS
 JU2410  HISTORY     - 1974     GOOD             NGS
 JU2410  HISTORY     - 1979     POOR             NGS
 JU2410  HISTORY     - 19900808 GOOD             NJGS
 JU2410  HISTORY     - 20040720 GOOD             NJDEP
 JU2410  HISTORY     - 20060224 GOOD             GEOCAC
 JU2410
 JU2410                          STATION DESCRIPTION
 JU2410
 JU2410'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 JU2410'THE STATION IS ABOUT 2 MILES NORTHEAST OF STRATHMERE, JUST EAST OF
 JU2410'THE INTERSECTION OF 55TH STREET (OCEAN HIGHWAY) AND BAY AVENUE IN
 JU2410'THE SOUTHWEST SECTION OF OCEAN CITY.  IT IS 25 FEET SOUTHEAST OF
 JU2410'THE CENTERLINE OF BAY AVENUE AND 19 FEET NORTHEAST OF THE
 JU2410'NORTHEAST CURB OF 55TH STREET.  THE STATION IS A STANDARD DISK
 JU2410'STAMPED CURVE 2 1966, SET IN THE TOP OF A 6 INCH ORANGEBURG PIPE
 JU2410'FILLED WITH CONCRETE AND IS FLUSH WITH THE SURFACE OF THE
 JU2410'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED CURVE
 JU2410'2 1966 SET 36 INCHES BELOW THE GROUND SURFACE, IN THE TOP OF A
 JU2410'6 INCH ORANGEBURG PIPE 8 INCHES LONG AND FILLED WITH
 JU2410'CONCRETE.
 JU2410'
 JU2410'TO REACH FROM THE POST OFFICE IN STRATHMERE, GO NORTHEAST ON
 JU2410'OCEAN DRIVE FOR 0.25 MILE TO THE TOLL BOOTH ON THE BRIDGE OVER
 JU2410'STRATHMERE BAY.  CONTINUE NORTHEAST ON OCEAN DRIVE FOR 0.6 MILE
 JU2410'TO THE AZIMUTH MARK ON THE LEFT JUST AFTER CROSSING A WOODEN
 JU2410'CULVERT.  CONTINUE NORTHEAST ON OCEAN DRIVE FOR 0.5 MILE TO THE
 JU2410'STATION ON THE RIGHT SIDE OF BAY AVENUE.
 JU2410'
 JU2410'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CURVE 2 NO 4 1932,
 JU2410'SET IN THE TOP OF A 6 INCH ORANGEBURG PIPE FILLED WITH CONCRETE
 JU2410'AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 25 FEET SOUTHEAST
 JU2410'OF THE CENTERLINE OF BAY AVENUE AND 51.6 FEET NORTHEAST OF THE
 JU2410'NORTHEAST CURB OF 55TH STREET.
 JU2410'
 JU2410'REFERENCE MARK 5 IS A STANDARD DISK STAMPED CURVE 2 NO 5 1932,
 JU2410'SET IN THE TOP OF A 6 INCH ORANGEBURG PIPE FILLED WITH CONCRETE
 JU2410'AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 75 FEET SOUTHEAST
 JU2410'OF THE CENTERLINE OF BAY AVENUE AND 2 FEET NORTHEAST OF THE
 JU2410'NORTHEAST CURB OF 55TH STREET.
 JU2410'
 JU2410'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CURVE 1932, SET IN
 JU2410'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES
 JU2410'IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 JU2410'GROUND.  IT IS 1.5 FEET NORTHWEST OF A METAL WITNESS POST, 5
 JU2410'FEET NORTH OF A POWER POLE NUMBERED 5238, 35 FEET NORTHWEST OF
 JU2410'THE CENTERLINE OF OCEAN DRIVE AND 70 FEET NORTHEAST OF THE
 JU2410'CENTER OF A WOODEN CULVERT.
 JU2410'
 JU2410'NOTE--THE STATION MARK AND REFERENCE MARKS 4 AND 5 WERE LEFT
 JU2410'PROJECTING ABOUT 1 FOOT BUT ARE SUPPOSED TO BE ABOUT FLUSH WHEN
 JU2410'THE CURBS, SIDEWALKS AND STREETS ARE COMPLETED AND THE FILL IS
 JU2410'IN.  THE MARKS WERE LEFT THE SAME ELEVATION AS THE CURB ABOUT 1
 JU2410'BLOCK AWAY.
 JU2410'
 JU2410'NOTE NO. 2--THE UNDERGROUND MARK WAS LEFT UNDISTURBED AT CURVE
 JU2410'1932.
 JU2410
 JU2410                          STATION RECOVERY (1973)
 JU2410
 JU2410'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1973 (CMC)
 JU2410'CURVE 2-1966 LOOSE - MONUMENT PROTRUDES ONE FOOT *SEE NOTE
 JU2410'
 JU2410'AZIMUTH MARK-CURVE 1932 GOOD
 JU2410'
 JU2410'R.M.4 AND R.M.5-CURVE 2 - NO 4 AND 5 - 1932 - DESTROYED *SEE NOTE
 JU2410'
 JU2410'NOTE--THE STATION CURVE 2 IS SUBJECT TO TRAFFIC AND VANDALS -
 JU2410'SHOULD BE LOWERED.
 JU2410'
 JU2410'A WILD T-2 AND STEEL TAPE WAS USED IN SEARCHING FOR R.M.4 AND
 JU2410'5 - CONCRETE POST WAS FOUND LAYING ON SIDE UNDERGROUND AT R.M.4,
 JU2410'NO DISK.  NO EVIDENCE OF R.M.5
 JU2410
 JU2410                          STATION RECOVERY (1974)
 JU2410
 JU2410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU2410'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 JU2410'GOOD CONDITION.  THE REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 JU2410'FOUND.  IT IS BELIEVED THAT THEY WERE DESTROYED DURING CONSTRUCTION
 JU2410'IN THE AREA.  THE ORIGINAL REFERENCE MARK FOR TRIANGULATION CURVE
 JU2410'1932 WAS RECOVERED AND INTERSECTED FROM THIS STATION AT THIS
 JU2410'DATE.  TWO NEW REFERENCE MARKS WERE ESTABLISHED AT THIS DATE.
 JU2410'
 JU2410'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU2410'
 JU2410'THE STATION IS LOCATED 1 MILE NORTH OF STRATHMERE, 2 MILES
 JU2410'SOUTHEAST OF PALERMO AND 6-1/2 MILES SOUTHWEST OF OCEAN CITY.  IT
 JU2410'IS ON STATE OWNED PROPERTY.
 JU2410'
 JU2410'TO REACH FROM THE TOLL GATE AT THE TOLL BRIDGE OVER THE CARSENS
 JU2410'INLET IN THE NORTHWEST EDGE OF STRATHMERE, GO NORTHEAST ON OCEAN
 JU2410'AVENUE FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 JU2410'NORTHEAST ON OCEAN AVENUE FOR 0.5 MILE TO THE STATION SITE.
 JU2410'
 JU2410'THE STATION MARK IS A STANDARD DISK STAMPED CURVE 2 1966, SET
 JU2410'IN THE TOP OF A 10-INCH ROUND PIPE WHICH IS FILLED WITH CONCRETE
 JU2410'AND IT PROJECTS 1 FOOT.  IT IS AT THE INTERSECTION OF 55TH. STREET,
 JU2410'OCEAN BOULEVARD, BAY AVENUE AND JUST OPPOSITE A SMALL STORE.  IT
 JU2410'IS 56 FEET NORTH OF THE CENTER OF 55TH. STREET, 12.5 FEET NORTH
 JU2410'OF A POWERLINE GUY POLE AND 30.5 FEET SOUTHEAST OF THE CENTER OF
 JU2410'BAY AVENUE.  (NOTE DESC.)
 JU2410'
 JU2410'REFERENCE MARK 6 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 JU2410'THE CURB ON THE EAST SIDE OF BAY AVENUE.  IT IS STAMPED CURVE 2
 JU2410'1966 NO 6 1974, PROJECTING 6 INCHES ABOVE THE STREET.  IT IS 102
 JU2410'FEET NORTH OF THE POWERLINE GUY POLE AND 18 FEET EAST-SOUTHEAST OF
 JU2410'THE CENTER OF BAY AVENUE.  (NOTE DESC.)
 JU2410'
 JU2410'REFERENCE MARK 7 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 JU2410'THE WEST CURB OF BAY AVENUE.  IT IS STAMPED CURVE 2 1966 NO 7
 JU2410'1974, PROJECTING 6 INCHES ABOVE THE STREET.  IT IS 57 FEET
 JU2410'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE AT 5436 BAY AVENUE,
 JU2410'48 FEET NORTH OF THE CENTER OF 55TH. STREET AND 18 FEET NORTHWEST
 JU2410'OF THE CENTER OF BAY AVENUE.  (NOTE DESC.)
 JU2410'
 JU2410'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 JU2410'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE.  IT IS
 JU2410'STAMPED CURVE 1932.  IT IS 34.6 FEET WEST OF THE CENTER OF OCEAN
 JU2410'BLVD., 4.8 FEET NORTHWEST OF POWERLINE POLE NUMBERED 5238 AND 1.5
 JU2410'FEET EAST OF A WITNESS POST.  (NOTE 16B)
 JU2410'
 JU2410'CURVE RM 2 1932 IS A STANDARD DISK SET IN A DRILL HOLE IN
 JU2410'A SIDEWALK AT THE INTERSECTION OF 55TH. STREET AND CENTRAL
 JU2410'AVENUE.  IT IS STAMPED CURVE NO 2 1932 AND IT IS ABOUT 6 INCHES
 JU2410'ABOVE THE STREETS.  IT IS 28.2 FEET WEST OF THE CENTER OF CENTRAL
 JU2410'STREET AND 25.2 FEET SOUTH OF THE CENTER OF 55TH. STREET.  (NOTE
 JU2410'DESC.)
 JU2410'
 JU2410'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2410'1 MILE NORTH OF STRATHMERE.
 JU2410
 JU2410                          STATION RECOVERY (1979)
 JU2410
 JU2410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU2410'IN OCEAN CITY.
 JU2410'THE MARK IS 1.5 FT ABOVE ROAD.
 JU2410'IN OCEAN CITY 1.1 MILES NORTHEAST ALONG OCEAN DRIVE FROM THE TOLL GATE
 JU2410'ON THE BRIDGE OVER STRATHMERE BAY TO THE JUNCTION OF BAY AVENUE, 55 TH
 JU2410'STREET AND OCEAN DRIVE TO THE MARK, 56 FEET NORTH OF THE CENTER OF
 JU2410'55 TH STREET 30.5 FEET SOUTHEAST OF THE CENTER OF BAY AVENUE, 12.5
 JU2410'FEET NORTH OF POWER POLE BT 206 APPROXIMATELY HALF WAY BETWEEN THE
 JU2410'POLE AND THREE GUY WIRES, SET IN THE CENTER OF A STEEL PIPE
 JU2410'FILLED WITH CONCRETE AND 1 FOOT ABOVE THE GROUND. NOTE, CONCRETE
 JU2410'POST APPEARS TO BE UNSTABLE AS IT WILL WOBBLE WHEN KICKED.
 JU2410
 JU2410                          STATION RECOVERY (1990)
 JU2410
 JU2410'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2410'THE STATION IS LOCATED IN THE SOUTHWESTERN PART OF OCEAN CITY, NEAR
 JU2410'THE TANGENT POINT OF INTERSECTION OF A SHARP CURVE CONCAVE TO THE
 JU2410'SOUTHEAST OF COUNTY ROAD 619, OCEAN DRIVE AND 55TH STREET.  THE
 JU2410'STATION IS SET NORTHEAST BACK OFF THE MAIN LANES OF 55TH STREET AT
 JU2410'THE SOUTHEAST CORNER OF BAY AVENUE AND WEST 55TH STREET AT THE
 JU2410'ENTRANCE TO A HOUSING DEVELOPMENT.  THE STATION IS 0.8 M (2.6 FT)
 JU2410'SOUTHEAST OF THE SOUTHEAST CURBLINE OF BAY AVENUE, 14.3 M (46.9 FT)
 JU2410'NORTHWEST OF THE WEST CORNER OF A 2 STORY FRAME HOUSE, NUMBER 5433 BAY
 JU2410'AVENUE, ABOUT 62.0 M (203.4 FT) NORTHWEST OF THE CENTER OF THE
 JU2410'ENTRANCE DOOR TO THE SUNNY SIDE UP RESTAURANT FRONTING 55TH STREET,
 JU2410'24.2 M (79.4 FT) NORTHEAST OF POLE BT 206, 41.0 M (134.5 FT)
 JU2410'NORTHWEST OF THE CENTERLINE OF THE FORMER RAILROAD LINE, NOW AN ALLEY,
 JU2410'PROJECTING 0.8 M (2.6 FT) ABOVE THE GROUND BETWEEN THE CURB AND
 JU2410'SIDEWALK.
 JU2410'STATION IS SET IN CONCRETE IN THE CENTER OF A CLAY TILE PIPE IMBEDDED
 JU2410'IN THE GROUND.
 JU2410
 JU2410                          STATION RECOVERY (2004)
 JU2410
 JU2410'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2004 (WM)
 JU2410'PROJECTING 1 FOOT ABOVE GROUND
 JU2410
 JU2410                          STATION RECOVERY (2006)
 JU2410
 JU2410'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2412 ***********************************************************************
 JU2412  DESIGNATION -  CURVE 2 RM 6
 JU2412  PID         -  JU2412
 JU2412  STATE/COUNTY-  NJ/CAPE MAY
 JU2412  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2412
 JU2412                         *CURRENT SURVEY CONTROL
 JU2412  ___________________________________________________________________
 JU2412* NAD 83(1986)-  39 13 35.     (N)    074 38 19.     (W)     SCALED    
 JU2412* NAVD 88     -         1.290  (meters)       4.23   (feet)  ADJUSTED  
 JU2412  ___________________________________________________________________
 JU2412  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 JU2412  DYNAMIC HT  -           1.290 (meters)       4.23  (feet)  COMP
 JU2412  MODELED GRAV-     980,088.7   (mgal)                       NAVD 88
 JU2412
 JU2412  VERT ORDER  -  FIRST     CLASS II
 JU2412
 JU2412.The horizontal coordinates were scaled from a topographic map and have
 JU2412.an estimated accuracy of +/- 6 seconds.
 JU2412
 JU2412.The orthometric height was determined by differential leveling
 JU2412.and adjusted by the National Geodetic Survey in June 1991..
 JU2412
 JU2412.The geoid height was determined by GEOID03.
 JU2412
 JU2412.The dynamic height is computed by dividing the NAVD 88
 JU2412.geopotential number by the normal gravity value computed on the
 JU2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2412.degrees latitude (g = 980.6199 gals.).
 JU2412
 JU2412.The modeled gravity was interpolated from observed gravity values.
 JU2412
 JU2412;                    North         East    Units  Estimated Accuracy
 JU2412;SPC NJ       -    43,640.      138,030.      MT  (+/- 180 meters Scaled)
 JU2412
 JU2412                          SUPERSEDED SURVEY CONTROL
 JU2412
 JU2412  NGVD 29 (01/10/92)    1.681  (m)            5.52   (f) ADJUSTED    1 2
 JU2412
 JU2412.Superseded values are not recommended for survey control.
 JU2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2412.See file dsdata.txt to determine how the superseded data were derived.
 JU2412
 JU2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ311419(NAD 83)
 JU2412_MARKER: DS = TRIANGULATION STATION DISK
 JU2412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU2412_SP_SET: CURB
 JU2412_STAMPING: CURVE 2 1966 NO 6 1974
 JU2412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2412
 JU2412  HISTORY     - Date     Condition        Report By
 JU2412  HISTORY     - 1974     MONUMENTED       NGS
 JU2412  HISTORY     - 1979     GOOD             NGS
 JU2412  HISTORY     - 20060224 GOOD             GEOCAC
 JU2412
 JU2412                          STATION DESCRIPTION
 JU2412
 JU2412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2412'IN OCEAN CITY.
 JU2412'IN OCEAN CITY 2 MILES ALONG OCEAN DRIVE FROM THE TOLL GATE ON THE
 JU2412'BRIDGE OVER STRATHMERE TO THE JUNCTION OF BAY AVENUE, WEST 55 TH
 JU2412'STREET AND OCEAN DRIVE TO THE MARK, 102 FEET NORTH OF POWER POLE BT
 JU2412'206, 18 FEET EAST SOUTHEAST OF THE CENTER LINE OF BAY AVENUE, AND
 JU2412'91 FEET NORTHEAST OF CURVE 2.
 JU2412'THE MARK IS 0.5 FT ABOVE ROAD.
 JU2412
 JU2412                          STATION RECOVERY (2006)
 JU2412
 JU2412'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2411 ***********************************************************************
 JU2411  DESIGNATION -  CURVE 2 RM 7
 JU2411  PID         -  JU2411
 JU2411  STATE/COUNTY-  NJ/CAPE MAY
 JU2411  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2411
 JU2411                         *CURRENT SURVEY CONTROL
 JU2411  ___________________________________________________________________
 JU2411* NAD 83(1986)-  39 13 35.     (N)    074 38 19.     (W)     SCALED    
 JU2411* NAVD 88     -         1.256  (meters)       4.12   (feet)  ADJUSTED  
 JU2411  ___________________________________________________________________
 JU2411  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 JU2411  DYNAMIC HT  -           1.256 (meters)       4.12  (feet)  COMP
 JU2411  MODELED GRAV-     980,088.7   (mgal)                       NAVD 88
 JU2411
 JU2411  VERT ORDER  -  FIRST     CLASS II
 JU2411
 JU2411.The horizontal coordinates were scaled from a topographic map and have
 JU2411.an estimated accuracy of +/- 6 seconds.
 JU2411
 JU2411.The orthometric height was determined by differential leveling
 JU2411.and adjusted by the National Geodetic Survey in June 1991..
 JU2411
 JU2411.The geoid height was determined by GEOID03.
 JU2411
 JU2411.The dynamic height is computed by dividing the NAVD 88
 JU2411.geopotential number by the normal gravity value computed on the
 JU2411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2411.degrees latitude (g = 980.6199 gals.).
 JU2411
 JU2411.The modeled gravity was interpolated from observed gravity values.
 JU2411
 JU2411;                    North         East    Units  Estimated Accuracy
 JU2411;SPC NJ       -    43,640.      138,030.      MT  (+/- 180 meters Scaled)
 JU2411
 JU2411                          SUPERSEDED SURVEY CONTROL
 JU2411
 JU2411  NGVD 29 (01/10/92)    1.646  (m)            5.40   (f) ADJUSTED    1 2
 JU2411
 JU2411.Superseded values are not recommended for survey control.
 JU2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2411.See file dsdata.txt to determine how the superseded data were derived.
 JU2411
 JU2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ311419(NAD 83)
 JU2411_MARKER: DS = TRIANGULATION STATION DISK
 JU2411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU2411_SP_SET: CURB
 JU2411_STAMPING: CURVE 2 1966 NO 7 1974
 JU2411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2411
 JU2411  HISTORY     - Date     Condition        Report By
 JU2411  HISTORY     - 1974     MONUMENTED       NGS
 JU2411  HISTORY     - 1979     GOOD             NGS
 JU2411  HISTORY     - 20060224 GOOD             GEOCAC
 JU2411
 JU2411                          STATION DESCRIPTION
 JU2411
 JU2411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2411'IN OCEAN CITY.
 JU2411'IN OCEAN CITY 2 MILES NORTHEAST ALONG OCEAN DRIVE FROM THE TOLL
 JU2411'BRIDGE OVER STRATHMERE BAY AT THE JUNCTION OF OCEAN DRIVE AND 55 TH
 JU2411'STREET AND BAY AVENUE, 49 FEET NORTHWEST OF CURVE 2, 48 FEET NORTH
 JU2411'OF THE CENTER LINE OF 55 TH STREET, AND 18 FEET EAST SOUTHEAST OF THE
 JU2411'CENTER LINE OF BAY AVENUE.
 JU2411'THE MARK IS 0.5 FT ABOVE ROAD.
 JU2411
 JU2411                          STATION RECOVERY (2006)
 JU2411
 JU2411'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2406 ***********************************************************************
 JU2406  DESIGNATION -  CURVE AZ MK
 JU2406  PID         -  JU2406
 JU2406  STATE/COUNTY-  NJ/CAPE MAY
 JU2406  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2406
 JU2406                         *CURRENT SURVEY CONTROL
 JU2406  ___________________________________________________________________
 JU2406* NAD 83(1986)-  39 13 13.     (N)    074 38 39.     (W)     SCALED    
 JU2406* NAVD 88     -         1.669  (meters)       5.48   (feet)  ADJUSTED  
 JU2406  ___________________________________________________________________
 JU2406  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 JU2406  DYNAMIC HT  -           1.668 (meters)       5.47  (feet)  COMP
 JU2406  MODELED GRAV-     980,087.5   (mgal)                       NAVD 88
 JU2406
 JU2406  VERT ORDER  -  FIRST     CLASS II
 JU2406
 JU2406.The horizontal coordinates were scaled from a topographic map and have
 JU2406.an estimated accuracy of +/- 6 seconds.
 JU2406
 JU2406.The orthometric height was determined by differential leveling
 JU2406.and adjusted by the National Geodetic Survey in June 1991..
 JU2406
 JU2406.The geoid height was determined by GEOID03.
 JU2406
 JU2406.The dynamic height is computed by dividing the NAVD 88
 JU2406.geopotential number by the normal gravity value computed on the
 JU2406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2406.degrees latitude (g = 980.6199 gals.).
 JU2406
 JU2406.The modeled gravity was interpolated from observed gravity values.
 JU2406
 JU2406;                    North         East    Units  Estimated Accuracy
 JU2406;SPC NJ       -    42,960.      137,550.      MT  (+/- 180 meters Scaled)
 JU2406
 JU2406                          SUPERSEDED SURVEY CONTROL
 JU2406
 JU2406  NGVD 29 (01/10/92)    2.060  (m)            6.76   (f) ADJUSTED    1 2
 JU2406
 JU2406.Superseded values are not recommended for survey control.
 JU2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2406.See file dsdata.txt to determine how the superseded data were derived.
 JU2406
 JU2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ307412(NAD 83)
 JU2406_MARKER: DZ = AZIMUTH MARK DISK
 JU2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2406_SP_SET: CONCRETE POST
 JU2406_STAMPING: CURVE 1932
 JU2406_PROJECTION: FLUSH
 JU2406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2406+STABILITY: SURFACE MOTION
 JU2406_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2406+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2006
 JU2406
 JU2406  HISTORY     - Date     Condition        Report By
 JU2406  HISTORY     - 1962     MONUMENTED       CGS
 JU2406  HISTORY     - 1979     GOOD             NGS
 JU2406  HISTORY     - 20060224 GOOD             GEOCAC
 JU2406
 JU2406                          STATION DESCRIPTION
 JU2406
 JU2406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2406'0.5 MI SE FROM OCEAN CITY.
 JU2406'0.5 MILE SOUTHEAST ALONG OCEAN DRIVE FROM THE JUNCTION OF OCEAN DRIVE
 JU2406'55 TH STREET, AND BAY AVENUE, IN OCEAN CITY, TO THE MARK ON THE
 JU2406'RIGHT, 34.5 FEET WEST OF THE CENTER LINE OF OCEAN DRIVE, AND 5
 JU2406'FEET NORTHWEST OF POWER POLE NUMBER 5238.
 JU2406'THE MARK IS 1 FT  E FROM A WITNESS POST.
 JU2406'THE MARK IS ABOVE LEVEL WITH DRIVE.
 JU2406
 JU2406                          STATION RECOVERY (2006)
 JU2406
 JU2406'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2406'HANDHELD COORDINATES ARE N39-13-14.04 W074-38-38.16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0384 ***********************************************************************
 JU0384  DESIGNATION -  CURVE RM 1
 JU0384  PID         -  JU0384
 JU0384  STATE/COUNTY-  NJ/CAPE MAY
 JU0384  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0384
 JU0384                         *CURRENT SURVEY CONTROL
 JU0384  ___________________________________________________________________
 JU0384* NAD 83(1986)-  39 13 35.     (N)    074 38 17.     (W)     SCALED    
 JU0384* NAVD 88     -         1.164  (meters)       3.82   (feet)  POSTED    
 JU0384  ___________________________________________________________________
 JU0384  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 JU0384  DYNAMIC HT  -           1.160 (meters)       3.81  (feet)  COMP
 JU0384  MODELED GRAV-     980,088.7   (mgal)                       NAVD 88
 JU0384
 JU0384  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JU0384
 JU0384.The horizontal coordinates were scaled from a topographic map and have
 JU0384.an estimated accuracy of +/- 6 seconds.
 JU0384
 JU0384.The orthometric height was determined by differential leveling
 JU0384.and adjusted by the National Geodetic Survey in 1992..
 JU0384.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JU0384.rate of 3.1 thru 4.0 mm/km.
 JU0384
 JU0384.The geoid height was determined by GEOID03.
 JU0384
 JU0384.The dynamic height is computed by dividing the NAVD 88
 JU0384.geopotential number by the normal gravity value computed on the
 JU0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0384.degrees latitude (g = 980.6199 gals.).
 JU0384
 JU0384.The modeled gravity was interpolated from observed gravity values.
 JU0384
 JU0384;                    North         East    Units  Estimated Accuracy
 JU0384;SPC NJ       -    43,640.      138,080.      MT  (+/- 180 meters Scaled)
 JU0384
 JU0384                          SUPERSEDED SURVEY CONTROL
 JU0384
 JU0384  NGVD 29 (04/16/92)    1.554  (m)            5.10   (f) ADJUSTED    1 2
 JU0384
 JU0384.Superseded values are not recommended for survey control.
 JU0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0384.See file dsdata.txt to determine how the superseded data were derived.
 JU0384
 JU0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ312419(NAD 83)
 JU0384_MARKER: DR = REFERENCE MARK DISK
 JU0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0384_STAMPING: CURVE NO 1 1932
 JU0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0384+STABILITY: SURFACE MOTION
 JU0384
 JU0384  HISTORY     - Date     Condition        Report By
 JU0384  HISTORY     - 1932     MONUMENTED       CGS
 JU0384  HISTORY     - 1961     GOOD             CGS
 JU0384
 JU0384                          STATION DESCRIPTION
 JU0384
 JU0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0384'4.9 MI SW FROM OCEAN CITY.
 JU0384'4.9 MILES SOUTHWEST ON CENTRAL AVENUE AND OCEAN DRIVE FROM THE
 JU0384'CITY HALL IN OCEAN CITY, ON THE NORTHEAST SIDE OF ARNOLD ROAD BED
 JU0384'THENCE 67 FEET NORTHEAST OF THE CENTER LINE OF 55TH STREET, 44
 JU0384'FEET NORTHEAST OF POWER LINE POLE NO. W 15755 AND 140.15 FEET
 JU0384'EAST OF TRIANGULATION STATION CURVE.  SET IN THE TOP OF A CONCRETE
 JU0384'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0380 ***********************************************************************
 JU0380  DESIGNATION -  CURVE RM 2 AZIMUTH=MON 5735
 JU0380  PID         -  JU0380
 JU0380  STATE/COUNTY-  NJ/CAPE MAY
 JU0380  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0380
 JU0380                         *CURRENT SURVEY CONTROL
 JU0380  ___________________________________________________________________
 JU0380* NAD 83(1986)-  39 13 27.     (N)    074 38 05.     (W)     SCALED    
 JU0380* NAVD 88     -         2.413  (meters)       7.92   (feet)  ADJUSTED  
 JU0380  ___________________________________________________________________
 JU0380  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 JU0380  DYNAMIC HT  -           2.412 (meters)       7.91  (feet)  COMP
 JU0380  MODELED GRAV-     980,088.3   (mgal)                       NAVD 88
 JU0380
 JU0380  VERT ORDER  -  FIRST     CLASS II
 JU0380
 JU0380.The horizontal coordinates were scaled from a topographic map and have
 JU0380.an estimated accuracy of +/- 6 seconds.
 JU0380
 JU0380.The orthometric height was determined by differential leveling
 JU0380.and adjusted by the National Geodetic Survey in June 1991..
 JU0380
 JU0380.The geoid height was determined by GEOID03.
 JU0380
 JU0380.The dynamic height is computed by dividing the NAVD 88
 JU0380.geopotential number by the normal gravity value computed on the
 JU0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0380.degrees latitude (g = 980.6199 gals.).
 JU0380
 JU0380.The modeled gravity was interpolated from observed gravity values.
 JU0380
 JU0380;                    North         East    Units  Estimated Accuracy
 JU0380;SPC NJ       -    43,390.      138,370.      MT  (+/- 180 meters Scaled)
 JU0380
 JU0380                          SUPERSEDED SURVEY CONTROL
 JU0380
 JU0380  NGVD 29 (04/16/92)    2.803  (m)            9.20   (f) ADJUSTED    1 2
 JU0380
 JU0380.Superseded values are not recommended for survey control.
 JU0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0380.See file dsdata.txt to determine how the superseded data were derived.
 JU0380
 JU0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ315417(NAD 83)
 JU0380_MARKER: DR = REFERENCE MARK DISK
 JU0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0380_SP_SET: SIDEWALK
 JU0380_STAMPING: CURVE NO 2 1932
 JU0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0380+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2006
 JU0380
 JU0380  HISTORY     - Date     Condition        Report By
 JU0380  HISTORY     - 1932     MONUMENTED       CGS
 JU0380  HISTORY     - 1961     GOOD             CGS
 JU0380  HISTORY     - 1973     GOOD             NJGS
 JU0380  HISTORY     - 1979     GOOD             NGS
 JU0380  HISTORY     - 20060224 GOOD             GEOCAC
 JU0380
 JU0380                          STATION DESCRIPTION
 JU0380
 JU0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0380'4.6 MI SW FROM OCEAN CITY.
 JU0380'4.65 MILES SOUTHWEST ON CENTRAL AVENUE FROM THE CITY HALL IN
 JU0380'OCEAN CITY, 6.1 FEET SOUTHWEST OF THE SOUTHWEST CURB OF 55TH
 JU0380'STREET AND 6 FEET NORTHWEST OF THE NORTHWEST CURB OF CENTRAL
 JU0380'AVENUE.  SET IN A DRILL HOLE IN THE SIDEWALK.
 JU0380
 JU0380                          STATION RECOVERY (1973)
 JU0380
 JU0380'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1973
 JU0380'RECOVERED IN GOOD CONDITION.
 JU0380
 JU0380                          STATION RECOVERY (1979)
 JU0380
 JU0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0380'RECOVERED IN GOOD CONDITION.
 JU0380
 JU0380                          STATION RECOVERY (2006)
 JU0380
 JU0380'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0380'HANDHELD COORDINATES ARE N39-13-27.66 W074-38-03.96.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0386 ***********************************************************************
 JU0386  DESIGNATION -  CURVE RM 3
 JU0386  PID         -  JU0386
 JU0386  STATE/COUNTY-  NJ/CAPE MAY
 JU0386  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0386
 JU0386                         *CURRENT SURVEY CONTROL
 JU0386  ___________________________________________________________________
 JU0386* NAD 83(1986)-  39 13 34.     (N)    074 38 21.     (W)     SCALED    
 JU0386* NAVD 88     -         1.240  (meters)       4.07   (feet)  POSTED    
 JU0386  ___________________________________________________________________
 JU0386  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 JU0386  DYNAMIC HT  -           1.240 (meters)       4.07  (feet)  COMP
 JU0386  MODELED GRAV-     980,088.7   (mgal)                       NAVD 88
 JU0386
 JU0386  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JU0386
 JU0386.The horizontal coordinates were scaled from a topographic map and have
 JU0386.an estimated accuracy of +/- 6 seconds.
 JU0386
 JU0386.The orthometric height was determined by differential leveling
 JU0386.and adjusted by the National Geodetic Survey in 1992..
 JU0386.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JU0386.rate of 2.1 thru 3.0 mm/km.
 JU0386
 JU0386.The geoid height was determined by GEOID03.
 JU0386
 JU0386.The dynamic height is computed by dividing the NAVD 88
 JU0386.geopotential number by the normal gravity value computed on the
 JU0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0386.degrees latitude (g = 980.6199 gals.).
 JU0386
 JU0386.The modeled gravity was interpolated from observed gravity values.
 JU0386
 JU0386;                    North         East    Units  Estimated Accuracy
 JU0386;SPC NJ       -    43,610.      137,980.      MT  (+/- 180 meters Scaled)
 JU0386
 JU0386                          SUPERSEDED SURVEY CONTROL
 JU0386
 JU0386  NGVD 29 (04/16/92)    1.631  (m)            5.35   (f) ADJUSTED    1 2
 JU0386
 JU0386.Superseded values are not recommended for survey control.
 JU0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0386.See file dsdata.txt to determine how the superseded data were derived.
 JU0386
 JU0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ311419(NAD 83)
 JU0386_MARKER: DR = REFERENCE MARK DISK
 JU0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0386_STAMPING: CURVE NO 3 1932
 JU0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0386+STABILITY: SURFACE MOTION
 JU0386
 JU0386  HISTORY     - Date     Condition        Report By
 JU0386  HISTORY     - 1932     MONUMENTED       CGS
 JU0386  HISTORY     - 1961     GOOD             CGS
 JU0386
 JU0386                          STATION DESCRIPTION
 JU0386
 JU0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0386'5 MI SW FROM OCEAN CITY.
 JU0386'5.0 MILES SOUTHWEST ON CENTRAL AVENUE FROM THE CITY HALL IN OCEAN
 JU0386'CITY, ON THE WEST SIDE OF THE CURVE OF THE OLD ROAD BED, 140 FEET
 JU0386'NORTHWEST OF THE CENTER LINE OF 55TH STREET, 60 FEET NORTHWEST
 JU0386'OF CABLE LINE POLE NO. 207 AND 15.7 FEET SOUTH OF BRACED CABLE
 JU0386'LINE POLE NO. 206-S-2.  73.6 FEET SOUTHWEST OF TRIANGULATION
 JU0386'STATION CURVE.  SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE
 JU0386'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0836 ***********************************************************************
 KU0836  DESIGNATION -  D
 KU0836  PID         -  KU0836
 KU0836  STATE/COUNTY-  NJ/MONMOUTH
 KU0836  USGS QUAD   -  SANDY HOOK (1981)
 KU0836
 KU0836                         *CURRENT SURVEY CONTROL
 KU0836  ___________________________________________________________________
 KU0836* NAD 83(1986)-  40 23 45.     (N)    073 59 08.     (W)     SCALED    
 KU0836* NAVD 88     -        62.915  (meters)     206.41   (feet)  ADJUSTED  
 KU0836  ___________________________________________________________________
 KU0836  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KU0836  DYNAMIC HT  -          62.888 (meters)     206.32  (feet)  COMP
 KU0836  MODELED GRAV-     980,187.3   (mgal)                       NAVD 88
 KU0836
 KU0836  VERT ORDER  -  FIRST     CLASS II
 KU0836
 KU0836.The horizontal coordinates were scaled from a topographic map and have
 KU0836.an estimated accuracy of +/- 6 seconds.
 KU0836
 KU0836.The orthometric height was determined by differential leveling
 KU0836.and adjusted by the National Geodetic Survey in June 1991..
 KU0836
 KU0836.The geoid height was determined by GEOID03.
 KU0836
 KU0836.The dynamic height is computed by dividing the NAVD 88
 KU0836.geopotential number by the normal gravity value computed on the
 KU0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0836.degrees latitude (g = 980.6199 gals.).
 KU0836
 KU0836.The modeled gravity was interpolated from observed gravity values.
 KU0836
 KU0836;                    North         East    Units  Estimated Accuracy
 KU0836;SPC NJ       -   173,590.      193,670.      MT  (+/- 180 meters Scaled)
 KU0836
 KU0836                          SUPERSEDED SURVEY CONTROL
 KU0836
 KU0836  NGVD 29 (??/??/92)   63.29   (m)          207.6    (f) COMPUTED    1 2
 KU0836
 KU0836.Superseded values are not recommended for survey control.
 KU0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0836.See file dsdata.txt to determine how the superseded data were derived.
 KU0836
 KU0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK860721(NAD 83)
 KU0836_MARKER: Q = CHISELED SQUARE
 KU0836_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0836_SP_SET: BUILDING
 KU0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0836
 KU0836  HISTORY     - Date     Condition        Report By
 KU0836  HISTORY     - UNK      MONUMENTED       CGS
 KU0836  HISTORY     - 1952     POOR             NGS
 KU0836  HISTORY     - 19950717 POOR             USPSQD
 KU0836
 KU0836                          STATION DESCRIPTION
 KU0836
 KU0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0836'0.3 MI W FROM HIGHLANDS.
 KU0836'0.1 MILE NORTHWEST ALONG HIGHLANDS AVENUE FROM CROSSING OF
 KU0836'PORTLAND ROAD IN HIGHLANDS, THENCE ABOUT 0.2 MILE WEST AND
 KU0836'SOUTH ALONG A BLACK TOP ROAD UP A STEEP HILL TO TOP OF HILL
 KU0836'AND LIGHT HOUSE, A 1-INCH SQUARE CUT ON THE SLOPING PART OF THE
 KU0836'NORTHEAST FACE AT EAST CORNER OF THE SOUTHEAST ONE OF TWO
 KU0836'OLD LIGHT HOUSES, 1/2 FOOT NORTHWEST OF EAST CORNER AND ABOUT 2
 KU0836'FEET ABOVE GROUND.  NOTE-- LETTERS U S B M ARE VERY DIMLY CUT
 KU0836'AROUND SQUARE. (*) MARK WAS NOT LEVELED TO AS IT WAS NOT
 KU0836'CONSIDERED WORTH THE EFFORT TO LEVEL TO A MARK OF THIS NATURE.
 KU0836
 KU0836                          STATION RECOVERY (1995)
 KU0836
 KU0836'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU0836'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0660 ***********************************************************************
 JU0660  DESIGNATION -  D 10 1930
 JU0660  PID         -  JU0660
 JU0660  STATE/COUNTY-  NJ/SALEM
 JU0660  USGS QUAD   -  MARCUS HOOK (1993)
 JU0660
 JU0660                         *CURRENT SURVEY CONTROL
 JU0660  ___________________________________________________________________
 JU0660* NAD 83(1986)-  39 45 23.     (N)    075 25 52.     (W)     SCALED    
 JU0660* NAVD 88     -         4.098  (meters)      13.44   (feet)  POSTED    
 JU0660  ___________________________________________________________________
 JU0660  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU0660  DYNAMIC HT  -           4.100 (meters)      13.45  (feet)  COMP
 JU0660  MODELED GRAV-     980,167.8   (mgal)                       NAVD 88
 JU0660
 JU0660  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0660
 JU0660.The horizontal coordinates were scaled from a topographic map and have
 JU0660.an estimated accuracy of +/- 6 seconds.
 JU0660
 JU0660.The orthometric height was determined by differential leveling
 JU0660.and adjusted by the National Geodetic Survey in 1992..
 JU0660.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0660.rate of 0.0 thru 1.0 mm/km.
 JU0660
 JU0660.The geoid height was determined by GEOID03.
 JU0660
 JU0660.The dynamic height is computed by dividing the NAVD 88
 JU0660.geopotential number by the normal gravity value computed on the
 JU0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0660.degrees latitude (g = 980.6199 gals.).
 JU0660
 JU0660.The modeled gravity was interpolated from observed gravity values.
 JU0660
 JU0660;                    North         East    Units  Estimated Accuracy
 JU0660;SPC NJ       -   102,880.       70,210.      MT  (+/- 180 meters Scaled)
 JU0660
 JU0660                          SUPERSEDED SURVEY CONTROL
 JU0660
 JU0660  NGVD 29 (??/??/??)    4.448  (m)           14.59   (f) ADJUSTED    1 2
 JU0660
 JU0660.Superseded values are not recommended for survey control.
 JU0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0660.See file dsdata.txt to determine how the superseded data were derived.
 JU0660
 JU0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK630008(NAD 83)
 JU0660_MARKER: DB = BENCH MARK DISK
 JU0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0660_STAMPING: 14.593 D 10 1930
 JU0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0660+STABILITY: SURFACE MOTION
 JU0660
 JU0660  HISTORY     - Date     Condition        Report By
 JU0660  HISTORY     - 1930     MONUMENTED       CGS
 JU0660  HISTORY     - 1946     GOOD             CGS
 JU0660
 JU0660                          STATION DESCRIPTION
 JU0660
 JU0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0660'AT OLDMAN.
 JU0660'AT OLDMAN, SALEM COUNTY, ON THE PENNSYLVANIA-READING SEASHORE
 JU0660'LINES, AT A ROAD CROSSING, 0.2 MILE SOUTHWEST OF THE WESTERNMOST
 JU0660'CROSSING-WARNING SIGN, 161.6 FEET SOUTHWEST OF THE CENTER LINE
 JU0660'OF THE ROAD, 29.4 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 JU0660'MAIN TRACK, 110.5 FEET SOUTH-SOUTHEAST OF POLE ACE 4911, AND
 JU0660'32.5 FEET NORTH-NORTHEAST OF A BOTTLE CAP IN THE SECOND POLE
 JU0660'SOUTHWEST OF THE ROAD CROSSING.  A STANDARD DISK, STAMPED 14.593
 JU0660'D 10 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JU0660'INCHES ABOVE GROUND.
 JU0660
 JU0660                          STATION RECOVERY (1946)
 JU0660
 JU0660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 JU0660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2229 ***********************************************************************
 JU2229  DESIGNATION -  D 100
 JU2229  PID         -  JU2229
 JU2229  STATE/COUNTY-  NJ/CAMDEN
 JU2229  USGS QUAD   -  CAMDEN (1995)
 JU2229
 JU2229                         *CURRENT SURVEY CONTROL
 JU2229  ___________________________________________________________________
 JU2229* NAD 83(1986)-  39 58 25.     (N)    075 03 37.     (W)     SCALED    
 JU2229* NAVD 88     -        13.258  (meters)      43.50   (feet)  ADJUSTED  
 JU2229  ___________________________________________________________________
 JU2229  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU2229  DYNAMIC HT  -          13.252 (meters)      43.48  (feet)  COMP
 JU2229  MODELED GRAV-     980,188.4   (mgal)                       NAVD 88
 JU2229  OBS GRAVITY -     980,188.1   (mgal)                       GRAV_OBS
 JU2229
 JU2229  VERT ORDER  -  FIRST     CLASS II
 JU2229
 JU2229.The horizontal coordinates were scaled from a topographic map and have
 JU2229.an estimated accuracy of +/- 6 seconds.
 JU2229
 JU2229.The orthometric height was determined by differential leveling
 JU2229.and adjusted by the National Geodetic Survey in June 1991..
 JU2229
 JU2229.The geoid height was determined by GEOID03.
 JU2229
 JU2229.The dynamic height is computed by dividing the NAVD 88
 JU2229.geopotential number by the normal gravity value computed on the
 JU2229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2229.degrees latitude (g = 980.6199 gals.).
 JU2229
 JU2229.The modeled gravity was interpolated from observed gravity values.
 JU2229.The observed gravity was obtained from relative gravimeter ties
 JU2229.to the IGSN71 gravity network.
 JU2229
 JU2229;                    North         East    Units  Estimated Accuracy
 JU2229;SPC NJ       -   126,740.      102,140.      MT  (+/- 180 meters Scaled)
 JU2229
 JU2229                          SUPERSEDED SURVEY CONTROL
 JU2229
 JU2229  NGVD 29 (01/10/92)   13.579  (m)           44.55   (f) ADJUSTED    1 2
 JU2229
 JU2229.Superseded values are not recommended for survey control.
 JU2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2229.See file dsdata.txt to determine how the superseded data were derived.
 JU2229
 JU2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK948248(NAD 83)
 JU2229_MARKER: I = METAL ROD
 JU2229_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2229_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JU2229_STAMPING: D 100 1978
 JU2229_MARK LOGO: NGS   
 JU2229_PROJECTION: RECESSED 10 CENTIMETERS
 JU2229_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2229+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2000
 JU2229_ROD/PIPE-DEPTH: 10.7 meters
 JU2229
 JU2229  HISTORY     - Date     Condition        Report By
 JU2229  HISTORY     - 1978     MONUMENTED       NGS
 JU2229  HISTORY     - 1979     GOOD             NGS
 JU2229  HISTORY     - 19950319 GOOD             USPSQD
 JU2229  HISTORY     - 19950824 GOOD             NJGS
 JU2229  HISTORY     - 20000706 GOOD             NJGS
 JU2229
 JU2229                          STATION DESCRIPTION
 JU2229
 JU2229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2229'IN DELAIR.
 JU2229'0.2 MILE SOUTHWESTERLY ALONG RIVER ROAD FROM THE PENN CENTRAL
 JU2229'RAILROAD OVERPASS, SET IN THE HIGHWAY RIGHT-OF-WAY 20 FEET SOUTHEAST
 JU2229'OF THE CENTER LINE OF THE ROAD, ABOUT 120 FEET NORTH OF THE NORTH
 JU2229'CORNER OF THE ELLISCO COMPANY BUILDING, AAOUT 98 FEET WEST OF THE WEST
 JU2229'CORNER OF THE ADVANCE COMPANY BUILDING, 39 FEET NORTH-NORTHWEST OF A
 JU2229'30 30-INCH OAK TREE, AND 2.5 FEET NORTHEAST OF POWER LINE AND STREET
 JU2229'LAMP POLE 4661PS. THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A
 JU2229'LEVEL LINE JUNCTION MARK.
 JU2229'THE MARK IS ABOVE LEVEL WITH ROAD.
 JU2229
 JU2229                          STATION RECOVERY (1995)
 JU2229
 JU2229'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2229'RECOVERED IN GOOD CONDITION.
 JU2229
 JU2229                          STATION RECOVERY (1995)
 JU2229
 JU2229'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU2229'THE STATION IS LOCATED IN PENNSAUKEN TOWNSHIP ON THE SOUTHEAST SIDE OF
 JU2229'RIVER ROAD, COUNTY ROAD 543, SOUTHWEST AND ACROSS THE ROAD FROM A
 JU2229'LARGE FUEL OIL STORAGE FACILITY FOR THE HESS OIL COMPANY AND NORTHEAST
 JU2229'FROM BUILDING NUMBER 6850, A ONE STORY BRICK MANUFACTURING AND
 JU2229'WAREHOUSE FACILITY.  TO REACH THE STATION FROM THE INTERSECTION OF
 JU2229'RIVER ROAD, COUNTY ROAD 543, AND DEROUSSE AVENUE IN DELAIR, GO
 JU2229'SOUTHWEST ON RIVER ROAD FOR 0.25 MI (0.40 KM) TO THE STATION ON THE
 JU2229'LEFT, SET ABOUT 0.3 FT (9.1 CM) BELOW THE GROUND.  THE STATION IS 8 FT
 JU2229'(2.4 M) NORTHEAST FROM POLE NUMBER 4661 PS, 20 FT (6.1 M) SOUTHEAST
 JU2229'FROM THE CENTERLINE OF RIVER ROAD, 18.5 FT (5.6 M) EAST FROM AN INLET
 JU2229'ON THE SOUTH SIDE OF RIVER ROAD, 53.0 FT (16.2 M) NORTHEAST FROM THE
 JU2229'CENTERLINE EXTENDED OF THE PAVED DRIVEWAY LEADING INTO THE PARKING LOT
 JU2229'FOR BUILDING NUMBER 6850 AND 52.5 FT (16.0 M) NORTHWEST FROM POLE
 JU2229'NUMBER 726 PS AT THE EAST EDGE OF THE PAVED PARKING LOT FOR BUILDING
 JU2229'NUMBER 6850.
 JU2229
 JU2229                          STATION RECOVERY (2000)
 JU2229
 JU2229'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (FAC)
 JU2229'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3410 ***********************************************************************
 KV3410  DESIGNATION -  D 101
 KV3410  PID         -  KV3410
 KV3410  STATE/COUNTY-  NJ/ESSEX
 KV3410  USGS QUAD   -  ORANGE (1981)
 KV3410
 KV3410                         *CURRENT SURVEY CONTROL
 KV3410  ___________________________________________________________________
 KV3410* NAD 83(1986)-  40 45 55.     (N)    074 09 54.     (W)     SCALED    
 KV3410* NAVD 88     -        15.705  (meters)      51.53   (feet)  ADJUSTED  
 KV3410  ___________________________________________________________________
 KV3410  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KV3410  DYNAMIC HT  -          15.698 (meters)      51.50  (feet)  COMP
 KV3410  MODELED GRAV-     980,219.6   (mgal)                       NAVD 88
 KV3410
 KV3410  VERT ORDER  -  FIRST     CLASS II
 KV3410
 KV3410.The horizontal coordinates were scaled from a topographic map and have
 KV3410.an estimated accuracy of +/- 6 seconds.
 KV3410
 KV3410.The orthometric height was determined by differential leveling
 KV3410.and adjusted by the National Geodetic Survey in June 1991..
 KV3410
 KV3410.The geoid height was determined by GEOID03.
 KV3410
 KV3410.The dynamic height is computed by dividing the NAVD 88
 KV3410.geopotential number by the normal gravity value computed on the
 KV3410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3410.degrees latitude (g = 980.6199 gals.).
 KV3410
 KV3410.The modeled gravity was interpolated from observed gravity values.
 KV3410
 KV3410;                    North         East    Units  Estimated Accuracy
 KV3410;SPC NJ       -   214,540.      178,280.      MT  (+/- 180 meters Scaled)
 KV3410
 KV3410                          SUPERSEDED SURVEY CONTROL
 KV3410
 KV3410  NGVD 29 (??/??/??)   16.031  (m)           52.59   (f) ADJUSTED    1 2
 KV3410
 KV3410.Superseded values are not recommended for survey control.
 KV3410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3410.See file dsdata.txt to determine how the superseded data were derived.
 KV3410
 KV3410_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL704130(NAD 83)
 KV3410_MARKER: DB = BENCH MARK DISK
 KV3410_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3410_SP_SET: STAINLESS STEEL ROD
 KV3410_STAMPING: D 101 1979
 KV3410_PROJECTION: RECESSED 5 CENTIMETERS
 KV3410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3410_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3410+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 KV3410_ROD/PIPE-DEPTH: 4.57 meters
 KV3410
 KV3410  HISTORY     - Date     Condition        Report By
 KV3410  HISTORY     - 1979     MONUMENTED       NGS
 KV3410  HISTORY     - 20030703 GOOD             GILMOR
 KV3410
 KV3410                          STATION DESCRIPTION
 KV3410
 KV3410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3410'IN NEWARK.
 KV3410'IN NEWARK 0.5 MILE NORTHEAST ALONG BROADWAY FROM NORTH STATION POST
 KV3410'OFFICE OF NEWARK AT BROADWAY AND 3RD AVENUE, AT THE JUNCTION OF
 KV3410'BROADWAY AND HERBERT PL. ON THE NORTHEAST SIDE OF THE NORTHWEST STONE
 KV3410'CORNER POST OF MOUNT PLEASANT CEMETERY, 49 FEET EAST OF THE CENTER
 KV3410'LINE OF BROADWAY, 40 FEET SOUTH OF THE EXTENDED CENTER LINE OF HERBERT
 KV3410'PL., 29.5 FEET NORTHEAST OF METAL LIGNT POLE S-24-195-1, 1.5 FEET
 KV3410'NORTHEAST OF  THE NORTHEAST CORNER OF THE STONE POST, 1.4 FEET NORTH
 KV3410'OF THE METAL SPOKE FENCE.
 KV3410'THE MARK IS ABOVE LEVEL WITH BROADWAY.
 KV3410
 KV3410                          STATION RECOVERY (2003)
 KV3410
 KV3410'RECOVERY NOTE BY GILMORE AND ASSOCIATES, INCORPORATED 2003 (SJK)
 KV3410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6715 ***********************************************************************
 KV6715  DESIGNATION -  D 102 RESET
 KV6715  PID         -  KV6715
 KV6715  STATE/COUNTY-  NJ/MORRIS
 KV6715  USGS QUAD   -  POMPTON PLAINS (1995)
 KV6715
 KV6715                         *CURRENT SURVEY CONTROL
 KV6715  ___________________________________________________________________
 KV6715* NAD 83(1986)-  40 58 37.     (N)    074 17 45.     (W)     SCALED    
 KV6715* NAVD 88     -        60.71   (meters)     199.2    (feet)  RESET     
 KV6715  ___________________________________________________________________
 KV6715  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KV6715
 KV6715  VERT ORDER  -  THIRD
 KV6715
 KV6715.The horizontal coordinates were scaled from a topographic map and have
 KV6715.an estimated accuracy of +/- 6 seconds.
 KV6715
 KV6715.The orthometric height was computed from unverified reset data.
 KV6715.No vertical observational check was made to the station.
 KV6715
 KV6715.The geoid height was determined by GEOID03.
 KV6715
 KV6715;                    North         East    Units  Estimated Accuracy
 KV6715;SPC NJ       -   238,010.      167,180.      MT  (+/- 180 meters Scaled)
 KV6715
 KV6715                          SUPERSEDED SURVEY CONTROL
 KV6715
 KV6715  NGVD 29 (01/16/01)   61.02   (m)          200.2    (f) RESET       3  
 KV6715
 KV6715.Superseded values are not recommended for survey control.
 KV6715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6715.See file dsdata.txt to determine how the superseded data were derived.
 KV6715
 KV6715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL592364(NAD 83)
 KV6715_MARKER: DD = SURVEY DISK
 KV6715_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV6715_SP_SET: BRIDGE
 KV6715_STAMPING: TBM D 102
 KV6715_MARK LOGO: NJGS  
 KV6715_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6715
 KV6715  HISTORY     - Date     Condition        Report By
 KV6715  HISTORY     - 1986     MONUMENTED       NJGS
 KV6715  HISTORY     - 19960421 MARK NOT FOUND   USPSQD
 KV6715
 KV6715                          STATION DESCRIPTION
 KV6715
 KV6715'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1986
 KV6715'IN POMPTON PLAINS, 6 FEET (1.8 M) ABOVE THE RAILROAD, IN FOUNDATION OF
 KV6715'RT 23 BRIDGE OVER ERIE RAILROAD, SET BETWEEN TWO PILLARS OF THE
 KV6715'BRIDGE, 2 FEET (0.6 M) SOUTHWEST OF THE NORTHEAST EDGE OF THE
 KV6715'ORIGINAL BRIDGE IF EXTENDED DOWNWARD TO FOUNDATION LEVEL, NEW BRIDGE
 KV6715'BEING ADDED NEXT TO ORIGINAL ONE, RAILROAD RUNS NORTH-NORTHWEST HERE,
 KV6715'IN THE FOUNDATION ON THE EASTERLY SIDE OF THE RAILROAD, ROUTE 23
 KV6715'CROSSES THE RAILROAD IN A NORTHWEST DIRECTION.
 KV6715
 KV6715                          STATION RECOVERY (1996)
 KV6715
 KV6715'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV6715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2267 ***********************************************************************
 LY2267  DESIGNATION -  D 103
 LY2267  PID         -  LY2267
 LY2267  STATE/COUNTY-  NJ/BERGEN
 LY2267  USGS QUAD   -  RAMSEY (1995)
 LY2267
 LY2267                         *CURRENT SURVEY CONTROL
 LY2267  ___________________________________________________________________
 LY2267* NAD 83(1986)-  41 04 53.     (N)    074 08 29.     (W)     SCALED    
 LY2267* NAVD 88     -       116.618  (meters)     382.60   (feet)  ADJUSTED  
 LY2267  ___________________________________________________________________
 LY2267  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LY2267  DYNAMIC HT  -         116.570 (meters)     382.45  (feet)  COMP
 LY2267  MODELED GRAV-     980,212.9   (mgal)                       NAVD 88
 LY2267
 LY2267  VERT ORDER  -  FIRST     CLASS II
 LY2267
 LY2267.The horizontal coordinates were scaled from a topographic map and have
 LY2267.an estimated accuracy of +/- 6 seconds.
 LY2267
 LY2267.The orthometric height was determined by differential leveling
 LY2267.and adjusted by the National Geodetic Survey in June 1991..
 LY2267
 LY2267.The geoid height was determined by GEOID03.
 LY2267
 LY2267.The dynamic height is computed by dividing the NAVD 88
 LY2267.geopotential number by the normal gravity value computed on the
 LY2267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2267.degrees latitude (g = 980.6199 gals.).
 LY2267
 LY2267.The modeled gravity was interpolated from observed gravity values.
 LY2267
 LY2267;                    North         East    Units  Estimated Accuracy
 LY2267;SPC NJ       -   249,650.      180,130.      MT  (+/- 180 meters Scaled)
 LY2267
 LY2267                          SUPERSEDED SURVEY CONTROL
 LY2267
 LY2267  NGVD 29 (??/??/92)  116.925  (m)          383.61   (f) ADJ UNCH    1 2
 LY2267
 LY2267.Superseded values are not recommended for survey control.
 LY2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2267.See file dsdata.txt to determine how the superseded data were derived.
 LY2267
 LY2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL721481(NAD 83)
 LY2267_MARKER: DV = VERTICAL CONTROL DISK
 LY2267_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2267_SP_SET: STAINLESS STEEL ROD
 LY2267_STAMPING: D 103 1979
 LY2267_MARK LOGO: NGS   
 LY2267_PROJECTION: FLUSH
 LY2267_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2267+SATELLITE: SATELLITE OBSERVATIONS - January 31, 1992
 LY2267_ROD/PIPE-DEPTH: 7.62 meters
 LY2267
 LY2267  HISTORY     - Date     Condition        Report By
 LY2267  HISTORY     - 1979     MONUMENTED       NGS
 LY2267  HISTORY     - 1989     GOOD             USPSQD
 LY2267  HISTORY     - 19920131 GOOD             NJGS
 LY2267
 LY2267                          STATION DESCRIPTION
 LY2267
 LY2267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2267'0.7 MI NORTH FROM RAMSEY.
 LY2267'0.7 MILE NORTH ALONG FRANKLIN TURNPIKE FROM THE MAIN ENTRANCE TO
 LY2267'DON BOSCO HIGH SCHOOL AT RAMSEY, 2.4 MILES SOUTH OF THE JUNCTION OF
 LY2267'STATE ROUTE 59 AT SUFFERN, AT THE NORTH CORNER OF THE T-JUNCTION OF
 LY2267'INDUSTRIAL AVENUE, 60.5 FEET WEST OF THE TURNPIKE CENTER LINE, 52.0
 LY2267'FEET NORTH OF THE AVENUE CENTER LINE, 16.0 FEET SOUTHWEST OF THE
 LY2267'SOUTHWEST CORNER OF A 6 BY 6-FOOT FLUSH CONCRETE SLAB, 2.0 FEET EAST
 LY2267'OF POWER POLE 10089.
 LY2267'THE MARK IS 1 FT  W FROM A WITNESS POST.
 LY2267'THE MARK IS ABOVE LEVEL WITH TURNPIKE.
 LY2267
 LY2267                          STATION RECOVERY (1989)
 LY2267
 LY2267'RECOVERY NOTE BY US POWER SQUADRON 1989 (HK)
 LY2267'RECOVERED IN GOOD CONDITION.
 LY2267
 LY2267                          STATION RECOVERY (1992)
 LY2267
 LY2267'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (RJK)
 LY2267'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0034 ***********************************************************************
 KV0034  DESIGNATION -  D 11
 KV0034  PID         -  KV0034
 KV0034  STATE/COUNTY-  NJ/UNION
 KV0034  USGS QUAD   -  PERTH AMBOY (1981)
 KV0034
 KV0034                         *CURRENT SURVEY CONTROL
 KV0034  ___________________________________________________________________
 KV0034* NAD 83(1986)-  40 35 38.     (N)    074 17 28.     (W)     SCALED    
 KV0034* NAVD 88     -         5.065  (meters)      16.62   (feet)  ADJUSTED  
 KV0034  ___________________________________________________________________
 KV0034  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KV0034  DYNAMIC HT  -           5.062 (meters)      16.61  (feet)  COMP
 KV0034  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 KV0034
 KV0034  VERT ORDER  -  FIRST     CLASS II
 KV0034
 KV0034.The horizontal coordinates were scaled from a topographic map and have
 KV0034.an estimated accuracy of +/- 6 seconds.
 KV0034
 KV0034.The orthometric height was determined by differential leveling
 KV0034.and adjusted by the National Geodetic Survey in May 2006..
 KV0034
 KV0034.The geoid height was determined by GEOID03.
 KV0034
 KV0034.The dynamic height is computed by dividing the NAVD 88
 KV0034.geopotential number by the normal gravity value computed on the
 KV0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0034.degrees latitude (g = 980.6199 gals.).
 KV0034
 KV0034.The modeled gravity was interpolated from observed gravity values.
 KV0034
 KV0034;                    North         East    Units  Estimated Accuracy
 KV0034;SPC NJ       -   195,470.      167,680.      MT  (+/- 180 meters Scaled)
 KV0034
 KV0034                          SUPERSEDED SURVEY CONTROL
 KV0034
 KV0034  NAVD 88 (06/15/91)    5.068  (m)           16.63   (f) UNKNOWN     1 1
 KV0034  NGVD 29 (04/16/92)    5.386  (m)           17.67   (f) ADJUSTED    1 1
 KV0034
 KV0034.Superseded values are not recommended for survey control.
 KV0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0034.See file dsdata.txt to determine how the superseded data were derived.
 KV0034
 KV0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK599939(NAD 83)
 KV0034_MARKER: DB = BENCH MARK DISK
 KV0034_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KV0034_SP_SET: BRIDGE WINGWALL
 KV0034_STAMPING: D 11 1933 17.766
 KV0034_MARK LOGO: CGS   
 KV0034_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0034+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2004
 KV0034
 KV0034  HISTORY     - Date     Condition        Report By
 KV0034  HISTORY     - 1933     MONUMENTED       CGS
 KV0034  HISTORY     - 1964     GOOD             CGS
 KV0034  HISTORY     - 1965     GOOD             CGS
 KV0034  HISTORY     - 1989     GOOD             USPSQD
 KV0034  HISTORY     - 19940630 GOOD             USPSQD
 KV0034  HISTORY     - 20040407 GOOD             GEOCAC
 KV0034  HISTORY     - 20040607 GOOD             NJGS
 KV0034
 KV0034                          STATION DESCRIPTION
 KV0034
 KV0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0034'AT RAHWAY.
 KV0034'AT RAHWAY, NEAR THE INTERSECTION OF ST. GEORGES AVENUE AND
 KV0034'BRUNSWICK AVENUE, ON TOP OF THE SOUTHEAST CORNER OF THE SOUTHWEST
 KV0034'WING WALL OF THE PENNSYLVANIA RAILROAD BRIDGE OVER ST. GEORGES
 KV0034'AVENUE, 21.0 FEET EAST OF THE CENTER LINE OF THE NORTHBOUND LANE
 KV0034'OF ST. GEORGES AVENUE, 1.7 FEET NORTH OF THE SOUTH END OF THE
 KV0034'WINGWALL AND 5 FEET ABOVE THE LEVEL OF ST. GEORGES AVENUE.
 KV0034
 KV0034                          STATION RECOVERY (1965)
 KV0034
 KV0034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0034'RECOVERED IN GOOD CONDITION.
 KV0034
 KV0034                          STATION RECOVERY (1989)
 KV0034
 KV0034'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0034'RECOVERED IN GOOD CONDITION.
 KV0034
 KV0034                          STATION RECOVERY (1994)
 KV0034
 KV0034'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0034'RECOVERED IN GOOD CONDITION.
 KV0034
 KV0034                          STATION RECOVERY (2004)
 KV0034
 KV0034'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 KV0034'HANDHELD COORDINATES ARE N40-35.628 W074-17.443.
 KV0034
 KV0034                          STATION RECOVERY (2004)
 KV0034
 KV0034'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2004 (RJK)
 KV0034'THE STATION WAS RECOVERED IN GOOD CONDITION.  NOTE CHANGES--IS LOCATED
 KV0034'IN THE CITY OF RAHWAY AT THE  NORTHEAST CORNER OF NEW BRUNSWICK AVENUE
 KV0034'AND ST. GEORGE AVENUE (NJ STATE ROUTE 35). SET IN THE SOUTH END OF THE
 KV0034'WEST WINGWALL OF THE RAILROAD BRIDGE SPANNING ST. GEORGE  AVENUE,
 KV0034'ABOUT 5 FEET ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0130 ***********************************************************************
 KV0130  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0130  DESIGNATION -  D 12
 KV0130  PID         -  KV0130
 KV0130  STATE/COUNTY-  NJ/BERGEN
 KV0130  USGS QUAD   -  WEEHAWKEN (1995)
 KV0130
 KV0130                         *CURRENT SURVEY CONTROL
 KV0130  ___________________________________________________________________
 KV0130* NAD 83(1986)-  40 49 33.     (N)    074 05 59.     (W)     SCALED    
 KV0130* NAVD 88     -         7.662  (meters)      25.14   (feet)  ADJUSTED  
 KV0130  ___________________________________________________________________
 KV0130  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KV0130  DYNAMIC HT  -           7.659 (meters)      25.13  (feet)  COMP
 KV0130  MODELED GRAV-     980,230.5   (mgal)                       NAVD 88
 KV0130
 KV0130  VERT ORDER  -  FIRST     CLASS II
 KV0130
 KV0130.The horizontal coordinates were scaled from a topographic map and have
 KV0130.an estimated accuracy of +/- 6 seconds.
 KV0130
 KV0130.The orthometric height was determined by differential leveling
 KV0130.and adjusted by the National Geodetic Survey in June 1991..
 KV0130.WARNING-Repeat measurements at this control monument indicate possible
 KV0130.vertical movement.
 KV0130
 KV0130.This Tidal Bench Mark is designated as VM 7433
 KV0130.by the Center for Operational Oceanographic Products and Services.
 KV0130
 KV0130.The geoid height was determined by GEOID03.
 KV0130
 KV0130.The dynamic height is computed by dividing the NAVD 88
 KV0130.geopotential number by the normal gravity value computed on the
 KV0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0130.degrees latitude (g = 980.6199 gals.).
 KV0130
 KV0130.The modeled gravity was interpolated from observed gravity values.
 KV0130
 KV0130;                    North         East    Units  Estimated Accuracy
 KV0130;SPC NJ       -   221,290.      183,760.      MT  (+/- 180 meters Scaled)
 KV0130
 KV0130                          SUPERSEDED SURVEY CONTROL
 KV0130
 KV0130  NGVD 29 (??/??/??)    7.976  (m)           26.17   (f) ADJUSTED    1 2
 KV0130
 KV0130.Superseded values are not recommended for survey control.
 KV0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0130.See file dsdata.txt to determine how the superseded data were derived.
 KV0130
 KV0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL759198(NAD 83)
 KV0130_MARKER: DB = BENCH MARK DISK
 KV0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0130_SP_SET: RETAINING WALL
 KV0130_STAMPING: 26.240 D 12 1933
 KV0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0130+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2003
 KV0130
 KV0130  HISTORY     - Date     Condition        Report By
 KV0130  HISTORY     - 1933     MONUMENTED       CGS
 KV0130  HISTORY     - 1934     GOOD             CGS
 KV0130  HISTORY     - 1979     MARK NOT FOUND   NGS
 KV0130  HISTORY     - 20010402 GOOD             LOCENG
 KV0130  HISTORY     - 20030213 GOOD             INDIV
 KV0130
 KV0130                          STATION DESCRIPTION
 KV0130
 KV0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0130'AT RUTHERFORD.
 KV0130'AT RUTHERFORD, BERGEN COUNTY, ON ERIE STREET, 225 FEET NORTHWEST
 KV0130'OF THE CENTERLINE OF HACKENSACK STREET, 150 FEET SOUTH OF THE ERIE
 KV0130'RAILROAD STATION, 33 FEET EAST OF THE CENTERLINE OF ERIE STREET,
 KV0130'IN A MASONRY RETAINING WALL, AND ABOUT 4-1/2 FEET ABOVE GROUND.
 KV0130'A STANDARD DISK, STAMPED 26.240 D 12 1933.  NOTE-- THE DELAWARE,
 KV0130'LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV0130'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV0130
 KV0130                          STATION RECOVERY (1979)
 KV0130
 KV0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0130'MARK NOT FOUND.
 KV0130
 KV0130                          STATION RECOVERY (2001)
 KV0130
 KV0130'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (FMK)
 KV0130'RECOVERED IN GOOD CONDITION.
 KV0130
 KV0130                          STATION RECOVERY (2003)
 KV0130
 KV0130'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LB)
 KV0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0390 ***********************************************************************
 LY0390  DESIGNATION -  D 13
 LY0390  PID         -  LY0390
 LY0390  STATE/COUNTY-  NJ/PASSAIC
 LY0390  USGS QUAD   -  WANAQUE (1971)
 LY0390
 LY0390                         *CURRENT SURVEY CONTROL
 LY0390  ___________________________________________________________________
 LY0390* NAD 83(1986)-  41 00 10.     (N)    074 18 06.     (W)     SCALED    
 LY0390* NAVD 88     -        65.919  (meters)     216.27   (feet)  ADJUSTED  
 LY0390  ___________________________________________________________________
 LY0390  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 LY0390  DYNAMIC HT  -          65.892 (meters)     216.18  (feet)  COMP
 LY0390  MODELED GRAV-     980,212.5   (mgal)                       NAVD 88
 LY0390
 LY0390  VERT ORDER  -  FIRST     CLASS II
 LY0390
 LY0390.The horizontal coordinates were scaled from a topographic map and have
 LY0390.an estimated accuracy of +/- 6 seconds.
 LY0390
 LY0390.The orthometric height was determined by differential leveling
 LY0390.and adjusted by the National Geodetic Survey in June 1991..
 LY0390
 LY0390.The geoid height was determined by GEOID03.
 LY0390
 LY0390.The dynamic height is computed by dividing the NAVD 88
 LY0390.geopotential number by the normal gravity value computed on the
 LY0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0390.degrees latitude (g = 980.6199 gals.).
 LY0390
 LY0390.The modeled gravity was interpolated from observed gravity values.
 LY0390
 LY0390;                    North         East    Units  Estimated Accuracy
 LY0390;SPC NJ       -   240,880.      166,680.      MT  (+/- 180 meters Scaled)
 LY0390
 LY0390                          SUPERSEDED SURVEY CONTROL
 LY0390
 LY0390  NGVD 29 (??/??/92)   66.163  (m)          217.07   (f) ADJ UNCH    1 2
 LY0390
 LY0390.Superseded values are not recommended for survey control.
 LY0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0390.See file dsdata.txt to determine how the superseded data were derived.
 LY0390
 LY0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL587393(NAD 83)
 LY0390_MARKER: DB = BENCH MARK DISK
 LY0390_SETTING: 80 = SET IN A BOULDER
 LY0390_SP_SET: BOULDER
 LY0390_STAMPING: 21.070 D 13 1933
 LY0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0390+STABILITY: SURFACE MOTION
 LY0390
 LY0390  HISTORY     - Date     Condition        Report By
 LY0390  HISTORY     - 1933     MONUMENTED       CGS
 LY0390  HISTORY     - 1942     GOOD             NGS
 LY0390  HISTORY     - 1979     MARK NOT FOUND   NGS
 LY0390
 LY0390                          STATION DESCRIPTION
 LY0390
 LY0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0390'AT POMPTON JUNCTION.
 LY0390'AT POMPTON JUNCTION, PASSAIC COUNTY, ON THE NEW YORK, SUSQUEHANNA
 LY0390'AND WESTERN RAILROAD, 200 FEET WEST OF THE ERIE RAILROAD CROSSING,
 LY0390'120 FEET WEST OF A SEMAPHORE SIGNAL, 36 FEET NORTH OF THE NORTH
 LY0390'RAIL, IN THE TOP OF A LARGE BOULDER, AND ABOUT 2 FEET LOWER THAN
 LY0390'THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED 21.070 D 13 1933.
 LY0390
 LY0390                          STATION RECOVERY (1979)
 LY0390
 LY0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0390'SEARCHED FOR NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0724 ***********************************************************************
 LY0724  DESIGNATION -  D 14
 LY0724  PID         -  LY0724
 LY0724  STATE/COUNTY-  NJ/SUSSEX
 LY0724  USGS QUAD   -  PORT JERVIS SOUTH (1983)
 LY0724
 LY0724                         *CURRENT SURVEY CONTROL
 LY0724  ___________________________________________________________________
 LY0724* NAD 83(1986)-  41 18 03.     (N)    074 39 49.     (W)     SCALED    
 LY0724* NAVD 88     -       407.580  (meters)    1337.20   (feet)  ADJUSTED  
 LY0724  ___________________________________________________________________
 LY0724  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 LY0724  DYNAMIC HT  -         407.398 (meters)    1336.60  (feet)  COMP
 LY0724  MODELED GRAV-     980,163.9   (mgal)                       NAVD 88
 LY0724
 LY0724  VERT ORDER  -  FIRST     CLASS II
 LY0724
 LY0724.The horizontal coordinates were scaled from a topographic map and have
 LY0724.an estimated accuracy of +/- 6 seconds.
 LY0724
 LY0724.The orthometric height was determined by differential leveling
 LY0724.and adjusted by the National Geodetic Survey in June 1991..
 LY0724
 LY0724.The geoid height was determined by GEOID03.
 LY0724
 LY0724.The dynamic height is computed by dividing the NAVD 88
 LY0724.geopotential number by the normal gravity value computed on the
 LY0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0724.degrees latitude (g = 980.6199 gals.).
 LY0724
 LY0724.The modeled gravity was interpolated from observed gravity values.
 LY0724
 LY0724;                    North         East    Units  Estimated Accuracy
 LY0724;SPC NJ       -   273,970.      136,300.      MT  (+/- 180 meters Scaled)
 LY0724
 LY0724                          SUPERSEDED SURVEY CONTROL
 LY0724
 LY0724  NGVD 29 (??/??/92)  407.751  (m)         1337.76   (f) ADJ UNCH    1 2
 LY0724
 LY0724.Superseded values are not recommended for survey control.
 LY0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0724.See file dsdata.txt to determine how the superseded data were derived.
 LY0724
 LY0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL281722(NAD 83)
 LY0724_MARKER: DB = BENCH MARK DISK
 LY0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0724_STAMPING: 1337.763 D 14 1933
 LY0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0724+STABILITY: SURFACE MOTION
 LY0724
 LY0724  HISTORY     - Date     Condition        Report By
 LY0724  HISTORY     - 1933     MONUMENTED       CGS
 LY0724  HISTORY     - 1934     GOOD             NGS
 LY0724
 LY0724                          STATION DESCRIPTION
 LY0724
 LY0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0724'2 MI N FROM COLESVILLE.
 LY0724'2 MILES NORTH ALONG THE SUSSEX-PORT JERVIS HIGHWAY FROM THE POST
 LY0724'OFFICE AT COLESVILLE, SUSSEX COUNTY, AT THE SOUTH ENTRANCE TO
 LY0724'HIGH POINT PARK, ABOUT 680 FEET SOUTH OF THE RESIDENCE OF JOHN
 LY0724'PAUGH, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 21
 LY0724'FEET NORTH OF THE ABANDONED STONE CELLAR OF A SMALL HOUSE.  A
 LY0724'STANDARD DISK, STAMPED 1337.763 D 14 1933 AND SET IN THE TOP OF
 LY0724'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1269 ***********************************************************************
 KV1269  DESIGNATION -  D 15
 KV1269  PID         -  KV1269
 KV1269  STATE/COUNTY-  NJ/MORRIS
 KV1269  USGS QUAD   -  STANHOPE (1981)
 KV1269
 KV1269                         *CURRENT SURVEY CONTROL
 KV1269  ___________________________________________________________________
 KV1269* NAD 83(1986)-  40 53 51.     (N)    074 42 28.     (W)     SCALED    
 KV1269* NAVD 88     -       267.766  (meters)     878.50   (feet)  ADJUSTED  
 KV1269  ___________________________________________________________________
 KV1269  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV1269  DYNAMIC HT  -         267.642 (meters)     878.09  (feet)  COMP
 KV1269  MODELED GRAV-     980,157.2   (mgal)                       NAVD 88
 KV1269
 KV1269  VERT ORDER  -  SECOND    CLASS 0
 KV1269
 KV1269.The horizontal coordinates were scaled from a topographic map and have
 KV1269.an estimated accuracy of +/- 6 seconds.
 KV1269
 KV1269.The orthometric height was determined by differential leveling
 KV1269.and adjusted by the National Geodetic Survey in June 1991..
 KV1269
 KV1269.The geoid height was determined by GEOID03.
 KV1269
 KV1269.The dynamic height is computed by dividing the NAVD 88
 KV1269.geopotential number by the normal gravity value computed on the
 KV1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1269.degrees latitude (g = 980.6199 gals.).
 KV1269
 KV1269.The modeled gravity was interpolated from observed gravity values.
 KV1269
 KV1269;                    North         East    Units  Estimated Accuracy
 KV1269;SPC NJ       -   229,190.      132,490.      MT  (+/- 180 meters Scaled)
 KV1269
 KV1269                          SUPERSEDED SURVEY CONTROL
 KV1269
 KV1269  NGVD 29 (??/??/??)  267.981  (m)          879.20   (f) ADJUSTED    2 0
 KV1269
 KV1269.Superseded values are not recommended for survey control.
 KV1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1269.See file dsdata.txt to determine how the superseded data were derived.
 KV1269
 KV1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL246274(NAD 83)
 KV1269_MARKER: DB = BENCH MARK DISK
 KV1269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1269_SP_SET: BUILDING
 KV1269_STAMPING: D 15 1933 879.201
 KV1269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1269_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1269+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2002
 KV1269
 KV1269  HISTORY     - Date     Condition        Report By
 KV1269  HISTORY     - 1933     MONUMENTED       CGS
 KV1269  HISTORY     - 1942     GOOD             CGS
 KV1269  HISTORY     - 1985     GOOD             USPSQD
 KV1269  HISTORY     - 20020605 GOOD             NJGS
 KV1269
 KV1269                          STATION DESCRIPTION
 KV1269
 KV1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1269'AT NETCONG.
 KV1269'AT NETCONG, MORRIS COUNTY, AT THE DELAWARE, LACKAWANNA AND WESTERN
 KV1269'RAILROAD STATION, IN THE NORTH FACE, 6 INCHES EAST OF THE NORTHWEST
 KV1269'CORNER, 7 YARDS SOUTH OF THE SOUTH RAIL, AND ABOUT 5 FEET ABOVE
 KV1269'THE SIDEWALK.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN
 KV1269'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD
 KV1269'IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV1269
 KV1269                          STATION RECOVERY (1985)
 KV1269
 KV1269'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV1269'THE DELAWARE LACKAWANA AND WESTERN RAILROAD HAS BECOME THE NJ
 KV1269'TRANSIT. THE RAILBED ON THE NORTH SIDE OF THE STATION HAS BEEN
 KV1269'REMOVED AND THE AREA IS NOW A PARKING LOT.
 KV1269
 KV1269                          STATION RECOVERY (2002)
 KV1269
 KV1269'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV1269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1523 ***********************************************************************
 KV1523  DESIGNATION -  D 16
 KV1523  PID         -  KV1523
 KV1523  STATE/COUNTY-  NJ/WARREN
 KV1523  USGS QUAD   -  EASTON (1994)
 KV1523
 KV1523                         *CURRENT SURVEY CONTROL
 KV1523  ___________________________________________________________________
 KV1523* NAD 83(1986)-  40 41 17.     (N)    075 11 55.     (W)     SCALED    
 KV1523* NAVD 88     -        68.894  (meters)     226.03   (feet)  ADJUSTED  
 KV1523  ___________________________________________________________________
 KV1523  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KV1523  DYNAMIC HT  -          68.862 (meters)     225.92  (feet)  COMP
 KV1523  MODELED GRAV-     980,161.8   (mgal)                       NAVD 88
 KV1523
 KV1523  VERT ORDER  -  FIRST     CLASS I
 KV1523
 KV1523.The horizontal coordinates were scaled from a topographic map and have
 KV1523.an estimated accuracy of +/- 6 seconds.
 KV1523
 KV1523.The orthometric height was determined by differential leveling
 KV1523.and adjusted by the National Geodetic Survey in June 1991..
 KV1523.WARNING-Repeat measurements at this control monument indicate possible
 KV1523.vertical movement.
 KV1523
 KV1523.The geoid height was determined by GEOID03.
 KV1523
 KV1523.The dynamic height is computed by dividing the NAVD 88
 KV1523.geopotential number by the normal gravity value computed on the
 KV1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1523.degrees latitude (g = 980.6199 gals.).
 KV1523
 KV1523.The modeled gravity was interpolated from observed gravity values.
 KV1523
 KV1523;                    North         East    Units  Estimated Accuracy
 KV1523;SPC NJ       -   206,140.       90,950.      MT  (+/- 180 meters Scaled)
 KV1523
 KV1523                          SUPERSEDED SURVEY CONTROL
 KV1523
 KV1523  NGVD 29 (01/10/92)   69.120  (m)          226.77   (f) ADJUSTED    1 1
 KV1523
 KV1523.Superseded values are not recommended for survey control.
 KV1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1523.See file dsdata.txt to determine how the superseded data were derived.
 KV1523
 KV1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL832041(NAD 83)
 KV1523_MARKER: DB = BENCH MARK DISK
 KV1523_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1523_SP_SET: RETAINING WALL
 KV1523_STAMPING: D 16 1933
 KV1523_MARK LOGO: CGS   
 KV1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1523+STABILITY: SURFACE MOTION
 KV1523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1523+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1989
 KV1523
 KV1523  HISTORY     - Date     Condition        Report By
 KV1523  HISTORY     - 1933     MONUMENTED       CGS
 KV1523  HISTORY     - 1942     GOOD             CGS
 KV1523  HISTORY     - 1942     GOOD             CGS
 KV1523  HISTORY     - 1978     GOOD             NGS
 KV1523  HISTORY     - 19891010 GOOD             NJGS
 KV1523
 KV1523                          STATION DESCRIPTION
 KV1523
 KV1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1523'AT PHILLIPSBURG.
 KV1523'AT PHILLIPSBURG, WARREN COUNTY, AT THE CENTRAL RAILROAD OF NEW
 KV1523'JERSEY STATION, 27 YARDS EAST OF THE SOUTH ENTRANCE, UNDER THE
 KV1523'STEPS LEADING FROM THE TRACK TO THE STREET, IN THE CONCRETE
 KV1523'RETAINING WALL, 8 YARDS NORTH OF THE NORTH RAIL, AND ABOUT 5 FEET
 KV1523'HIGHER THAN THE SIDEWALK.
 KV1523
 KV1523                          STATION RECOVERY (1942)
 KV1523
 KV1523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 KV1523'RECOVERED IN GOOD CONDITION.
 KV1523
 KV1523                          STATION RECOVERY (1978)
 KV1523
 KV1523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1523'IN PHILLIPSBURG, AT THE ABANDON NEW JERSEY RAILROAD STATION, SET
 KV1523'VERTICALLY IN THE CONCRETE RETAINING WALL AND UNDER THE CONCRETE STEPS
 KV1523'LEADING FROM THE TRACKS TO THE STREET, BUSINESS 22A, 71 FEET EAST OF
 KV1523'THE SOUTH ENTRANCE TO THE STATION, 24 FEET NORTH OF THE NORTH RAIL
 KV1523'AND 5 FEET HIGHER THAN THE TRACK.
 KV1523
 KV1523                          STATION RECOVERY (1989)
 KV1523
 KV1523'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV1523'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1523'IN PHILLIPSBURG, AT THE FORMER RAILROAD STATION WHICH IS NOW THE
 KV1523'PHILLIPSBURG NATIONAL BANK, 178 SOUTH MAIN STREET, SET VERTICALLY IN
 KV1523'THE CONCRETE RETAINING WALL AND UNDER THE CONCRETE STEPS LEADING DOWN
 KV1523'FROM THE STREET LEVEL TO THE TRACKS, 21.6 M (70.9 FT) EAST OF THE
 KV1523'SOUTH ENTRANCE TO THE BANK, ABOUT 07.6 M (24.9 FT) BELOW THE STREET
 KV1523'LEVEL, 7.3 M (24.0 FT) NORTH OF THE NORTH RAIL, ABOUT 1.5 M (4.9 FT)
 KV1523'ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1114 ***********************************************************************
 KV1114  DESIGNATION -  D 18
 KV1114  PID         -  KV1114
 KV1114  STATE/COUNTY-  NJ/HUNTERDON
 KV1114  USGS QUAD   -  LAMBERTVILLE (1995)
 KV1114
 KV1114                         *CURRENT SURVEY CONTROL
 KV1114  ___________________________________________________________________
 KV1114* NAD 83(1986)-  40 21 55.     (N)    074 56 45.     (W)     SCALED    
 KV1114* NAVD 88     -        21.396  (meters)      70.20   (feet)  ADJUSTED  
 KV1114  ___________________________________________________________________
 KV1114  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KV1114  DYNAMIC HT  -          21.386 (meters)      70.16  (feet)  COMP
 KV1114  MODELED GRAV-     980,147.8   (mgal)                       NAVD 88
 KV1114
 KV1114  VERT ORDER  -  FIRST     CLASS I
 KV1114
 KV1114.The horizontal coordinates were scaled from a topographic map and have
 KV1114.an estimated accuracy of +/- 6 seconds.
 KV1114
 KV1114.The orthometric height was determined by differential leveling
 KV1114.and adjusted by the National Geodetic Survey in June 1991..
 KV1114.WARNING-Repeat measurements at this control monument indicate possible
 KV1114.vertical movement.
 KV1114
 KV1114.The geoid height was determined by GEOID03.
 KV1114
 KV1114.The dynamic height is computed by dividing the NAVD 88
 KV1114.geopotential number by the normal gravity value computed on the
 KV1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1114.degrees latitude (g = 980.6199 gals.).
 KV1114
 KV1114.The modeled gravity was interpolated from observed gravity values.
 KV1114
 KV1114;                    North         East    Units  Estimated Accuracy
 KV1114;SPC NJ       -   170,170.      112,140.      MT  (+/- 180 meters Scaled)
 KV1114
 KV1114                          SUPERSEDED SURVEY CONTROL
 KV1114
 KV1114  NGVD 29 (01/10/92)   21.672  (m)           71.10   (f) ADJUSTED    1 1
 KV1114
 KV1114.Superseded values are not recommended for survey control.
 KV1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1114.See file dsdata.txt to determine how the superseded data were derived.
 KV1114
 KV1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK045683(NAD 83)
 KV1114_MARKER: DB = BENCH MARK DISK
 KV1114_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1114_SP_SET: BRIDGE ABUTMENT
 KV1114_STAMPING: D 18 1935 71.033
 KV1114_MARK LOGO: CGS   
 KV1114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1114+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1988
 KV1114
 KV1114  HISTORY     - Date     Condition        Report By
 KV1114  HISTORY     - 1935     MONUMENTED       CGS
 KV1114  HISTORY     - 1956     GOOD             CGS
 KV1114  HISTORY     - 1975     GOOD             BAKER
 KV1114  HISTORY     - 19880713 GOOD             NJGS
 KV1114  HISTORY     - 19970126 MARK NOT FOUND   USPSQD
 KV1114
 KV1114                          STATION DESCRIPTION
 KV1114
 KV1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1114'AT LAMBERTVILLE.
 KV1114'AT LAMBERTVILLE, NEAR THE PENNSYLVANIA RAILROAD STATION, AT A
 KV1114'U.S. HIGHWAY 202 BRIDGE OVER A FEEDER CANAL, IN TOP OF THE
 KV1114'SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF THE BRIDGE, 44.2
 KV1114'FEET NORTHEAST OF THE NORTH CORNER OF THE STATION, 32.8 FEET
 KV1114'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 202 (BRIDGE STREET),
 KV1114'9.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 1 1/2 FOOT BELOW THE
 KV1114'BRIDGE FLOOR AND ABOUT LEVEL WITH THE TRACK.  NOTE-- 9.2 FT.
 KV1114'SHOULD BE CHANGED TO 7.5 FT. NE OF NE RAIL 44.7 FT. SHOULD BE
 KV1114'CHANGED TO 43.7 FT. NE OF N CORNER OF STATION.  74 REPORT.
 KV1114
 KV1114                          STATION RECOVERY (1975)
 KV1114
 KV1114'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 KV1114'RECOVERED IN GOOD CONDITION.
 KV1114
 KV1114                          STATION RECOVERY (1988)
 KV1114
 KV1114'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1114'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1114'IN LAMBERTVILLE, NEAR THE FORMER RAILROAD STATION NOW A RESTAURANT AT
 KV1114'A BRIDGE CARRYING BRIDGE STREET OVER THE DELAWARE AND RARITAN CANAL,
 KV1114'SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF THE
 KV1114'BRIDGE, 13.47 M (44.2 FT) NORTHEAST OF THE NORTH CORNER OF THE OLD
 KV1114'STATION, 9.99 M (32.8 FT) SOUTHEAST OF THE CENTERLINE OF BRIDGE STREET
 KV1114'AND 0.45 M (1.5 FT) BELOW BRIDGE FLOOR.
 KV1114
 KV1114                          STATION RECOVERY (1997)
 KV1114
 KV1114'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV1114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1059 ***********************************************************************
 KV1059  DESIGNATION -  D 19
 KV1059  PID         -  KV1059
 KV1059  STATE/COUNTY-  NJ/HUNTERDON
 KV1059  USGS QUAD   -  HOPEWELL (1977)
 KV1059
 KV1059                         *CURRENT SURVEY CONTROL
 KV1059  ___________________________________________________________________
 KV1059* NAD 83(1996)-  40 26 08.75243(N)    074 52 16.77458(W)     ADJUSTED  
 KV1059* NAVD 88     -        76.840  (meters)     252.10   (feet)  ADJUSTED  
 KV1059  ___________________________________________________________________
 KV1059  X           -   1,268,790.741 (meters)                     COMP
 KV1059  Y           -  -4,693,008.194 (meters)                     COMP
 KV1059  Z           -   4,114,961.288 (meters)                     COMP
 KV1059  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 KV1059  ELLIP HEIGHT-          43.05  (meters)          (10/23/02) GPS OBS
 KV1059  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KV1059  DYNAMIC HT  -          76.803 (meters)     251.98  (feet)  COMP
 KV1059  MODELED GRAV-     980,146.6   (mgal)                       NAVD 88
 KV1059
 KV1059  HORZ ORDER  -  FIRST
 KV1059  VERT ORDER  -  SECOND    CLASS 0
 KV1059  ELLP ORDER  -  FOURTH    CLASS I
 KV1059
 KV1059.The horizontal coordinates were established by GPS observations
 KV1059.and adjusted by the National Geodetic Survey in May 1999..
 KV1059
 KV1059.The orthometric height was determined by differential leveling
 KV1059.and adjusted by the National Geodetic Survey in June 1991..
 KV1059
 KV1059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1059
 KV1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1059
 KV1059.The ellipsoidal height was determined by GPS observations
 KV1059.and is referenced to NAD 83.
 KV1059
 KV1059.The geoid height was determined by GEOID03.
 KV1059
 KV1059.The dynamic height is computed by dividing the NAVD 88
 KV1059.geopotential number by the normal gravity value computed on the
 KV1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1059.degrees latitude (g = 980.6199 gals.).
 KV1059
 KV1059.The modeled gravity was interpolated from observed gravity values.
 KV1059
 KV1059;                    North         East     Units Scale Factor Converg.
 KV1059;SPC NJ       -   177,962.566   118,496.615   MT  0.99991221   -0 14 27.0
 KV1059;SPC NJ       -   583,865.52    388,767.64   sFT  0.99991221   -0 14 27.0
 KV1059;UTM  18      - 4,476,132.597   510,913.415   MT  0.99960147   +0 05 00.4
 KV1059
 KV1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1059!SPC NJ       -   0.99999325  x   0.99991221  =   0.99990546
 KV1059!UTM  18      -   0.99999325  x   0.99960147  =   0.99959472
 KV1059
 KV1059                          SUPERSEDED SURVEY CONTROL
 KV1059
 KV1059  ELLIP H (05/14/99)   43.06   (m)                       GP(       ) 4 1
 KV1059  NAD 83(1986)-  40 26 08.75139(N)    074 52 16.77784(W) AD(       ) 1
 KV1059  ELLIP H (01/27/92)   43.19   (m)                       GP(       ) 4 1
 KV1059  NAD 83(1986)-  40 26 08.75240(N)    074 52 16.77769(W) AD(       ) 3
 KV1059  NAD 27      -  40 26 08.37379(N)    074 52 18.18487(W) AD(       ) 3
 KV1059  NAVD 88 (12/17/93)   76.84   (m)          252.1    (f) LEVELING    3  
 KV1059  NGVD 29 (??/??/??)   77.077  (m)          252.88   (f) ADJUSTED    2 0
 KV1059
 KV1059.Superseded values are not recommended for survey control.
 KV1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1059.See file dsdata.txt to determine how the superseded data were derived.
 KV1059
 KV1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1091376133(NAD 83)
 KV1059_MARKER: DB = BENCH MARK DISK
 KV1059_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1059_SP_SET: BRIDGE ABUTMENT
 KV1059_STAMPING: D 19 1935
 KV1059_MARK LOGO: CGS   
 KV1059_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1059+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1993
 KV1059
 KV1059  HISTORY     - Date     Condition        Report By
 KV1059  HISTORY     - 1935     MONUMENTED       CGS
 KV1059  HISTORY     - 19870831 GOOD
 KV1059  HISTORY     - 19900322 GOOD             NJGS
 KV1059  HISTORY     - 19930505 GOOD             NJGS
 KV1059
 KV1059                          STATION DESCRIPTION
 KV1059
 KV1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1059'5.5 MI S FROM FLEMINGTON.
 KV1059'5.5 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV1059'COUNTY COURTHOUSE AT FLEMINGTON, HUNTERDON COUNTY, 50 FEET EAST
 KV1059'OF THE STATION AT RINGOES, AT UNDERPASS 6.95, AND IN THE TOP OF
 KV1059'THE SOUTHWEST CORNER OF A CONCRETE HEADWALL.
 KV1059
 KV1059                          STATION RECOVERY (1987)
 KV1059
 KV1059'RECOVERED 1987
 KV1059'RECOVERED IN GOOD CONDITION.
 KV1059
 KV1059                          STATION RECOVERY (1990)
 KV1059
 KV1059'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV1059'THE STATION IS LOCATED IN EAST AMWELL TOWNSHIP, ON THE SOUTHWEST SIDE
 KV1059'OF JOHN RINGOES ROAD, NORTHWEST OF THE TOWN OF RINGOES.  TO REACH THE
 KV1059'STATION FROM THE JUNCTION OF U.S. HIGHWAY 202 AND STATE ROUTES 31
 KV1059'179, JOHN RINGOES ROAD, GO 1.60 KM (0.99 MI) NORTH NORTHWEST ON JOHN
 KV1059'RINGOES ROAD TO THE BLACK RIVER AND WESTERN RAILROAD BRIDGE OVER JOHN
 KV1059'RINGOES ROAD AND THE STATION, ON THE SOUTHWEST END OF THE WEST BRIDGE
 KV1059'ABUTMENT, ON THE LEFT.  THE STATION IS 20.9 M (68.57 FT) EAST OF THE
 KV1059'SOUTHEAST CORNER OF THE BLACK RIVER AND WESTERN TRAIN MUSEUM,
 KV1059'FORMERLY THE PENNSYLVANIA RAILROAD STATION AT RINGOES, AND 1.1 M
 KV1059'(3.61 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACKS.  THE STATION
 KV1059'IS FLUSH IN THE ABUTMENT AND LEVEL WITH THE RAIL BED.  TO OCCUPY
 KV1059'STATION FOR AN EXTENDED PERIOD OF TIME CONTACT BLACK RIVER AND
 KV1059'WESTERN RAILROAD GENERAL MANAGER, MR. KEAN L. BURENGA AT 201 782
 KV1059'9600, P.O.BOX 200 RINGOES, N.J. 08551.  ACCORDING TO MR. BURENGA,
 KV1059'FREIGHT TRAINS RUN BETWEEN THE HOURS OF 0800 AND 1000 AM MONDAY,
 KV1059'WEDNESDAY AND FRIDAY.
 KV1059
 KV1059                          STATION RECOVERY (1993)
 KV1059
 KV1059'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV1059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3539 ***********************************************************************
 KV3539  DESIGNATION -  D 2 RESET
 KV3539  PID         -  KV3539
 KV3539  STATE/COUNTY-  NJ/MIDDLESEX
 KV3539  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV3539
 KV3539                         *CURRENT SURVEY CONTROL
 KV3539  ___________________________________________________________________
 KV3539* NAD 83(1986)-  40 24 11.     (N)    074 22 41.     (W)     SCALED    
 KV3539* NAVD 88     -         7.771  (meters)      25.50   (feet)  ADJUSTED  
 KV3539  ___________________________________________________________________
 KV3539  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KV3539  DYNAMIC HT  -           7.767 (meters)      25.48  (feet)  COMP
 KV3539  MODELED GRAV-     980,200.1   (mgal)                       NAVD 88
 KV3539
 KV3539  VERT ORDER  -  FIRST     CLASS II
 KV3539
 KV3539.The horizontal coordinates were scaled from a topographic map and have
 KV3539.an estimated accuracy of +/- 6 seconds.
 KV3539
 KV3539.The orthometric height was determined by differential leveling
 KV3539.and adjusted by the National Geodetic Survey in March 2005..
 KV3539
 KV3539.The geoid height was determined by GEOID03.
 KV3539
 KV3539.The dynamic height is computed by dividing the NAVD 88
 KV3539.geopotential number by the normal gravity value computed on the
 KV3539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3539.degrees latitude (g = 980.6199 gals.).
 KV3539
 KV3539.The modeled gravity was interpolated from observed gravity values.
 KV3539
 KV3539;                    North         East    Units  Estimated Accuracy
 KV3539;SPC NJ       -   174,270.      160,350.      MT  (+/- 180 meters Scaled)
 KV3539
 KV3539                          SUPERSEDED SURVEY CONTROL
 KV3539
 KV3539  NAVD 88 (01/16/01)    7.780  (m)           25.52   (f) UNKNOWN     3 0
 KV3539  NGVD 29 (01/16/01)    8.15   (m)           26.7    (f) RESET       3  
 KV3539
 KV3539.Superseded values are not recommended for survey control.
 KV3539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3539.See file dsdata.txt to determine how the superseded data were derived.
 KV3539
 KV3539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK527726(NAD 83)
 KV3539_MARKER: DB = BENCH MARK DISK
 KV3539_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV3539_SP_SET: CATENARY TOWER BASE
 KV3539_STAMPING: D 2 RESET 1982
 KV3539_MARK LOGO: NGS   
 KV3539_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3539+STABILITY: SURFACE MOTION
 KV3539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3539+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 KV3539
 KV3539  HISTORY     - Date     Condition        Report By
 KV3539  HISTORY     - 1982     MONUMENTED       NGS
 KV3539  HISTORY     - 20020723 GOOD             NJGS
 KV3539
 KV3539                          STATION DESCRIPTION
 KV3539
 KV3539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KV3539'IN SPOTSWOOD.
 KV3539'1.7 KM (1.05 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 KV3539'SPOTSWOOD, 26.2 METERS (86.0 FEET) EAST OF THE CENTER OF MAIN STREET,
 KV3539'27.3 METERS (89.5 FEET) EAST-SOUTHEAST OF THE EXTENDED CENTER OF
 KV3539'CLYNE AVENUE WHERE IT JUNCTIONS WITH MAIN STREET, 30.3 METERS
 KV3539'(99.5 FEET) NORTH OF THE CENTER OF A PAVED STREET LEADING EAST,
 KV3539'26.4 METERS (86.7 FEET) SOUTHEAST OF A POWERLINE POLE NUMBER 27,
 KV3539'39.9 METERS (131.0 FEET) NORTHEAST OF A POWERLINE POLE
 KV3539'NUMBER 33 851, AND 2.0 METERS (6.4 FEET) SOUTHEAST OF THE SOUTHEAST
 KV3539'RAIL OF THE PENNSYLVANIA RAILROAD.
 KV3539'THE MARK IS 1.8 METERS  NW FROM A WITNESS POST.
 KV3539'THE MARK IS 0.09 M BELOW TRACKS.
 KV3539
 KV3539                          STATION RECOVERY (2002)
 KV3539
 KV3539'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 KV3539'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES, THE WITNESS POST IS
 KV3539'GONE.
 KV3539' 
 KV3539' 
 KV3539'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0641 ***********************************************************************
 KV0641  DESIGNATION -  D 20
 KV0641  PID         -  KV0641
 KV0641  STATE/COUNTY-  NJ/MORRIS
 KV0641  USGS QUAD   -  MORRISTOWN (1981)
 KV0641
 KV0641                         *CURRENT SURVEY CONTROL
 KV0641  ___________________________________________________________________
 KV0641* NAD 83(1986)-  40 45 54.     (N)    074 25 17.     (W)     SCALED    
 KV0641* NAVD 88     -        85.663  (meters)     281.05   (feet)  ADJUSTED  
 KV0641  ___________________________________________________________________
 KV0641  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV0641  DYNAMIC HT  -          85.626 (meters)     280.92  (feet)  COMP
 KV0641  MODELED GRAV-     980,188.1   (mgal)                       NAVD 88
 KV0641
 KV0641  VERT ORDER  -  SECOND    CLASS 0
 KV0641
 KV0641.The horizontal coordinates were scaled from a topographic map and have
 KV0641.an estimated accuracy of +/- 6 seconds.
 KV0641
 KV0641.The orthometric height was determined by differential leveling
 KV0641.and adjusted by the National Geodetic Survey in June 1991..
 KV0641
 KV0641.The geoid height was determined by GEOID03.
 KV0641
 KV0641.The dynamic height is computed by dividing the NAVD 88
 KV0641.geopotential number by the normal gravity value computed on the
 KV0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0641.degrees latitude (g = 980.6199 gals.).
 KV0641
 KV0641.The modeled gravity was interpolated from observed gravity values.
 KV0641
 KV0641;                    North         East    Units  Estimated Accuracy
 KV0641;SPC NJ       -   214,460.      156,640.      MT  (+/- 180 meters Scaled)
 KV0641
 KV0641                          SUPERSEDED SURVEY CONTROL
 KV0641
 KV0641  NGVD 29 (??/??/??)   85.952  (m)          281.99   (f) ADJUSTED    2 0
 KV0641
 KV0641.Superseded values are not recommended for survey control.
 KV0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0641.See file dsdata.txt to determine how the superseded data were derived.
 KV0641
 KV0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL488128(NAD 83)
 KV0641_MARKER: DB = BENCH MARK DISK
 KV0641_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0641_SP_SET: UNDERPASS
 KV0641_STAMPING: D 20 1935
 KV0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0641
 KV0641  HISTORY     - Date     Condition        Report By
 KV0641  HISTORY     - 1935     MONUMENTED       CGS
 KV0641  HISTORY     - 1960     GOOD             CGS
 KV0641  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0641  HISTORY     - 19960414 MARK NOT FOUND   USPSQD
 KV0641
 KV0641                          STATION DESCRIPTION
 KV0641
 KV0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV0641'AT MADISON.
 KV0641'AT MADISON, MORRIS COUNTY, 0.7 MILE NORTH OF THE DELAWARE
 KV0641'LACKAWANNA AND WESTERN RAILROAD STATION, AT THE FIRST CONCRETE
 KV0641'HIGHWAY UNDERPASS (THE SECOND UNDERPASS NORTH OF A CONCRETE
 KV0641'FOOT-OVERPASS), AND IN THE TOP OF THE NORTHWEST CORNER.  NOTE--
 KV0641'THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE
 KV0641'LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA
 KV0641'RAILROAD.
 KV0641
 KV0641                          STATION RECOVERY (1985)
 KV0641
 KV0641'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0641'MARK NOT FOUND.
 KV0641
 KV0641                          STATION RECOVERY (1996)
 KV0641
 KV0641'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV0641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1612 ***********************************************************************
 KV1612  DESIGNATION -  D 22
 KV1612  PID         -  KV1612
 KV1612  STATE/COUNTY-  NJ/WARREN
 KV1612  USGS QUAD   -  BELVIDERE (1992)
 KV1612
 KV1612                         *CURRENT SURVEY CONTROL
 KV1612  ___________________________________________________________________
 KV1612* NAD 83(1986)-  40 46 11.     (N)    075 01 58.     (W)     SCALED    
 KV1612* NAVD 88     -       248.888  (meters)     816.56   (feet)  ADJUSTED  
 KV1612  ___________________________________________________________________
 KV1612  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KV1612  DYNAMIC HT  -         248.770 (meters)     816.17  (feet)  COMP
 KV1612  MODELED GRAV-     980,144.6   (mgal)                       NAVD 88
 KV1612
 KV1612  VERT ORDER  -  SECOND    CLASS 0
 KV1612
 KV1612.The horizontal coordinates were scaled from a topographic map and have
 KV1612.an estimated accuracy of +/- 6 seconds.
 KV1612
 KV1612.The orthometric height was determined by differential leveling
 KV1612.and adjusted by the National Geodetic Survey in June 1991..
 KV1612
 KV1612.The geoid height was determined by GEOID03.
 KV1612
 KV1612.The dynamic height is computed by dividing the NAVD 88
 KV1612.geopotential number by the normal gravity value computed on the
 KV1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1612.degrees latitude (g = 980.6199 gals.).
 KV1612
 KV1612.The modeled gravity was interpolated from observed gravity values.
 KV1612
 KV1612;                    North         East    Units  Estimated Accuracy
 KV1612;SPC NJ       -   215,110.      105,020.      MT  (+/- 180 meters Scaled)
 KV1612
 KV1612                          SUPERSEDED SURVEY CONTROL
 KV1612
 KV1612  NGVD 29 (??/??/??)  249.108  (m)          817.28   (f) ADJUSTED    2 0
 KV1612
 KV1612.Superseded values are not recommended for survey control.
 KV1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1612.See file dsdata.txt to determine how the superseded data were derived.
 KV1612
 KV1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL972131(NAD 83)
 KV1612_MARKER: DB = BENCH MARK DISK
 KV1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1612_STAMPING: D 22 1942
 KV1612_MARK LOGO: CGS   
 KV1612_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1612+STABILITY: SURFACE MOTION
 KV1612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1612+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 KV1612
 KV1612  HISTORY     - Date     Condition        Report By
 KV1612  HISTORY     - 1942     MONUMENTED       CGS
 KV1612  HISTORY     - 19950119 GOOD             NJGS
 KV1612
 KV1612                          STATION DESCRIPTION
 KV1612
 KV1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1612'1.4 MI W FROM WASHINGTON.
 KV1612'1.4 MILES WEST ALONG STATE HIGHWAY 24 FROM THE UNDERPASS AT
 KV1612'WASHINGTON, WARREN COUNTY, THENCE ABOUT 2.4 MILES NORTHWEST
 KV1612'ALONG A MACADAM ROAD, 40 FEET EAST OF THE CENTER LINE OF A
 KV1612'ROAD LEADING TO THE E.G. HILDEBRANT RESIDENCE, 22.2 FEET EAST
 KV1612'OF AN 18-INCH PIPE CULVERT, 22 FEET NORTHEAST OF THE CENTER
 KV1612'LINE OF THE ROAD, 22.3 FEET SOUTHEAST OF A BLAZED 28-INCH TREE,
 KV1612'AND ABOUT 5 FEET HIGHER THAN THE ROAD.  A STANDARD DISK,
 KV1612'STAMPED D 22 1942 AND SET IN THE TOP OF A CONCRETE POST.
 KV1612
 KV1612                          STATION RECOVERY (1995)
 KV1612
 KV1612'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1612'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1594 ***********************************************************************
 KV1594  DESIGNATION -  D 23
 KV1594  PID         -  KV1594
 KV1594  STATE/COUNTY-  NJ/WARREN
 KV1594  USGS QUAD   -  BELVIDERE (1992)
 KV1594
 KV1594                         *CURRENT SURVEY CONTROL
 KV1594  ___________________________________________________________________
 KV1594* NAD 83(1986)-  40 49 04.     (N)    075 04 40.     (W)     SCALED    
 KV1594* NAVD 88     -        95.131  (meters)     312.11   (feet)  ADJUSTED  
 KV1594  ___________________________________________________________________
 KV1594  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KV1594  DYNAMIC HT  -          95.088 (meters)     311.97  (feet)  COMP
 KV1594  MODELED GRAV-     980,173.7   (mgal)                       NAVD 88
 KV1594
 KV1594  VERT ORDER  -  SECOND    CLASS 0
 KV1594
 KV1594.The horizontal coordinates were scaled from a topographic map and have
 KV1594.an estimated accuracy of +/- 6 seconds.
 KV1594
 KV1594.The orthometric height was determined by differential leveling
 KV1594.and adjusted by the National Geodetic Survey in June 1991..
 KV1594
 KV1594.The geoid height was determined by GEOID03.
 KV1594
 KV1594.The dynamic height is computed by dividing the NAVD 88
 KV1594.geopotential number by the normal gravity value computed on the
 KV1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1594.degrees latitude (g = 980.6199 gals.).
 KV1594
 KV1594.The modeled gravity was interpolated from observed gravity values.
 KV1594
 KV1594;                    North         East    Units  Estimated Accuracy
 KV1594;SPC NJ       -   220,470.      101,260.      MT  (+/- 180 meters Scaled)
 KV1594
 KV1594                          SUPERSEDED SURVEY CONTROL
 KV1594
 KV1594  NGVD 29 (??/??/??)   95.340  (m)          312.79   (f) ADJUSTED    2 0
 KV1594
 KV1594.Superseded values are not recommended for survey control.
 KV1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1594.See file dsdata.txt to determine how the superseded data were derived.
 KV1594
 KV1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL934185(NAD 83)
 KV1594_MARKER: DB = BENCH MARK DISK
 KV1594_SETTING: 0 = UNSPECIFIED SETTING
 KV1594_STAMPING: D 23 1942
 KV1594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1594
 KV1594  HISTORY     - Date     Condition        Report By
 KV1594  HISTORY     - 1942     MONUMENTED       CGS
 KV1594  HISTORY     - 19950119 MARK NOT FOUND   NJGS
 KV1594  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 KV1594
 KV1594                          STATION DESCRIPTION
 KV1594
 KV1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1594'0.9 MI S FROM BELVIDERE.
 KV1594'0.9 MILE SOUTH ALONG STATE HIGHWAY 543 FROM THE INTERSECTION
 KV1594'OF MARKET AND WATER STREETS AT BELVIDERE, WARREN COUNTY, 0.1
 KV1594'MILE SOUTHEAST OF A 1-STORY WHITE HOUSE, 30.1 FEET SOUTHWEST
 KV1594'OF THE CENTERLINE OF THE HIGHWAY, IN LINE WITH A ROW OF MAPLE
 KV1594'TREES, 4.8 FEET NORTHWEST OF A MAPLE TREE, AND ABOUT 2 FEET
 KV1594'LOWER THAN THE HIGHWAY.
 KV1594
 KV1594                          STATION RECOVERY (1995)
 KV1594
 KV1594'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1594'THE STATION WAS NOT RECOVERED AT THIS TIME.
 KV1594
 KV1594                          STATION RECOVERY (1995)
 KV1594
 KV1594'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1327 ***********************************************************************
 KV1327  DESIGNATION -  D 24
 KV1327  PID         -  KV1327
 KV1327  STATE/COUNTY-  NJ/MORRIS
 KV1327  USGS QUAD   -  HACKETTSTOWN (1976)
 KV1327
 KV1327                         *CURRENT SURVEY CONTROL
 KV1327  ___________________________________________________________________
 KV1327* NAD 83(1986)-  40 45 52.     (N)    074 49 05.     (W)     SCALED    
 KV1327* NAVD 88     -       156.482  (meters)     513.39   (feet)  ADJUSTED  
 KV1327  ___________________________________________________________________
 KV1327  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KV1327  DYNAMIC HT  -         156.408 (meters)     513.15  (feet)  COMP
 KV1327  MODELED GRAV-     980,146.7   (mgal)                       NAVD 88
 KV1327
 KV1327  VERT ORDER  -  SECOND    CLASS 0
 KV1327
 KV1327.The horizontal coordinates were scaled from a topographic map and have
 KV1327.an estimated accuracy of +/- 6 seconds.
 KV1327
 KV1327.The orthometric height was determined by differential leveling
 KV1327.and adjusted by the National Geodetic Survey in June 1991..
 KV1327
 KV1327.The geoid height was determined by GEOID03.
 KV1327
 KV1327.The dynamic height is computed by dividing the NAVD 88
 KV1327.geopotential number by the normal gravity value computed on the
 KV1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1327.degrees latitude (g = 980.6199 gals.).
 KV1327
 KV1327.The modeled gravity was interpolated from observed gravity values.
 KV1327
 KV1327;                    North         East    Units  Estimated Accuracy
 KV1327;SPC NJ       -   214,440.      123,150.      MT  (+/- 180 meters Scaled)
 KV1327
 KV1327                          SUPERSEDED SURVEY CONTROL
 KV1327
 KV1327  NGVD 29 (??/??/??)  156.707  (m)          514.13   (f) ADJUSTED    2 0
 KV1327
 KV1327.Superseded values are not recommended for survey control.
 KV1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1327.See file dsdata.txt to determine how the superseded data were derived.
 KV1327
 KV1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL153126(NAD 83)
 KV1327_MARKER: DB = BENCH MARK DISK
 KV1327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1327_SP_SET: CULVERT
 KV1327_STAMPING: D 24 1942
 KV1327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1327
 KV1327  HISTORY     - Date     Condition        Report By
 KV1327  HISTORY     - 1942     MONUMENTED       CGS
 KV1327
 KV1327                          STATION DESCRIPTION
 KV1327
 KV1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1327'0.5 MI NE FROM MIDDLE VALLEY.
 KV1327'0.5 MILE NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 KV1327'FROM THE CROSSING OF MIDDLE VALLEY, MORRIS COUNTY, 42 FEET
 KV1327'NORTH ACROSS THE TRACK FROM MILEPOST 9, IN THE SOUTHWEST END OF
 KV1327'A CONCRETE CULVERT, 21 FEET NORTHWEST OF THE CENTERLINE OF THE
 KV1327'TRACK, AND ABOUT 3 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1315 ***********************************************************************
 KV1315  DESIGNATION -  D 25
 KV1315  PID         -  KV1315
 KV1315  STATE/COUNTY-  NJ/SOMERSET
 KV1315  USGS QUAD   -  RARITAN (1981)
 KV1315
 KV1315                         *CURRENT SURVEY CONTROL
 KV1315  ___________________________________________________________________
 KV1315* NAD 83(1996)-  40 36 33.96863(N)    074 37 29.94431(W)     ADJUSTED  
 KV1315* NAVD 88     -        42.203  (meters)     138.46   (feet)  ADJUSTED  
 KV1315  ___________________________________________________________________
 KV1315  X           -   1,285,627.229 (meters)                     COMP
 KV1315  Y           -  -4,675,402.530 (meters)                     COMP
 KV1315  Z           -   4,129,598.846 (meters)                     COMP
 KV1315  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 KV1315  ELLIP HEIGHT-           8.91  (meters)          (10/23/02) GPS OBS
 KV1315  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 KV1315  DYNAMIC HT  -          42.184 (meters)     138.40  (feet)  COMP
 KV1315  MODELED GRAV-     980,175.3   (mgal)                       NAVD 88
 KV1315
 KV1315  HORZ ORDER  -  SECOND
 KV1315  VERT ORDER  -  SECOND    CLASS 0
 KV1315  ELLP ORDER  -  FOURTH    CLASS I
 KV1315
 KV1315.The horizontal coordinates were established by GPS observations
 KV1315.and adjusted by the National Geodetic Survey in May 1999..
 KV1315
 KV1315.The orthometric height was determined by differential leveling
 KV1315.and adjusted by the National Geodetic Survey in June 1991..
 KV1315
 KV1315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1315
 KV1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1315
 KV1315.The ellipsoidal height was determined by GPS observations
 KV1315.and is referenced to NAD 83.
 KV1315
 KV1315.The geoid height was determined by GEOID03.
 KV1315
 KV1315.The dynamic height is computed by dividing the NAVD 88
 KV1315.geopotential number by the normal gravity value computed on the
 KV1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1315.degrees latitude (g = 980.6199 gals.).
 KV1315
 KV1315.The modeled gravity was interpolated from observed gravity values.
 KV1315
 KV1315;                    North         East     Units Scale Factor Converg.
 KV1315;SPC NJ       -   197,187.195   139,423.633   MT  0.99990138   -0 04 52.9
 KV1315;SPC NJ       -   646,938.32    457,425.70   sFT  0.99990138   -0 04 52.9
 KV1315;UTM  18      - 4,495,469.775   531,724.848   MT  0.99961239   +0 14 38.8
 KV1315
 KV1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1315!SPC NJ       -   0.99999860  x   0.99990138  =   0.99989998
 KV1315!UTM  18      -   0.99999860  x   0.99961239  =   0.99961099
 KV1315
 KV1315                          SUPERSEDED SURVEY CONTROL
 KV1315
 KV1315  ELLIP H (05/14/99)    8.92   (m)                       GP(       ) 4 1
 KV1315  NAD 83(1986)-  40 36 33.96831(N)    074 37 29.94587(W) AD(       ) 2
 KV1315  NGVD 29 (??/??/??)   42.482  (m)          139.38   (f) ADJUSTED    2 0
 KV1315
 KV1315.Superseded values are not recommended for survey control.
 KV1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1315.See file dsdata.txt to determine how the superseded data were derived.
 KV1315
 KV1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3172595470(NAD 83)
 KV1315_MARKER: DB = BENCH MARK DISK
 KV1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1315_SP_SET: CONCRETE POST
 KV1315_STAMPING: D 25 1942
 KV1315_MARK LOGO: CGS   
 KV1315_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1315+STABILITY: SURFACE MOTION
 KV1315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1315+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005
 KV1315
 KV1315  HISTORY     - Date     Condition        Report By
 KV1315  HISTORY     - 1942     MONUMENTED       CGS
 KV1315  HISTORY     - 1957     GOOD             CGS
 KV1315  HISTORY     - 19900102 GOOD             NJGS
 KV1315  HISTORY     - 20050416 GOOD             USPSQD
 KV1315
 KV1315                          STATION DESCRIPTION
 KV1315
 KV1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KV1315'3.6 MI NW FROM SOMERVILLE.
 KV1315'3.55 MILES NORTHWEST ALONG STATE HIGHWAY 31 FROM THE COURTHOUSE
 KV1315'AT SOMERVILLE, SOMERSET COUNTY, 57.5 FEET NORTH OF A 4-FOOT
 KV1315'CORRUGATED-IRON PIPE CULVERT, 6.0 FEET EAST OF POLE 60824-BWT,
 KV1315'34.9 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT LEVEL WITH
 KV1315'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
 KV1315
 KV1315                          STATION RECOVERY (1990)
 KV1315
 KV1315'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV1315'THE STATION IS LOCATED IN BRIDGEWATER TOWNSHIP, ON THE EAST SIDE OF
 KV1315'U.S.HIGHWAY 206.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 KV1315'HIGHWAY 206 AND WASHINGTON VALLEY BURNT MILLS ROAD, IN THE TOWN OF
 KV1315'PLUCKEMIN, GO 0.48 KM (0.30 MI) SOUTH ON ROUTE 206 TO THE INTERSTATE
 KV1315'HIGHWAY I 78 BRIDGE OVER ROUTE 206, CONTINUE 4.08 KM (2.54 MI) SOUTH
 KV1315'ON ROUTE 206 TO HOUSE NUMBER 780 AND THE STATION ON THE LEFT.  IT IS
 KV1315'103.3 M (338.91 FT) SOUTH OF THE TOLOMINI ROAD EXTENDED CENTERLINE,
 KV1315'40. M (131.23 FT) SOUTH OF POLE NUMBER 60825 BWT, 73.5 M (241.14 FT)
 KV1315'SOUTH OF MILEPOST 27, 2.3 M (7.55 FT) NORTHEAST OF POLE 60824 BWT,
 KV1315'41.35 M (135.66 FT) NORTH OF POLE 60823 BWT, 7.9 M (25.92 FT) NORTH
 KV1315'OF THE DRIVEWAY CENTERLINE TO HOUSE NUMBER 780 AND 10.7 M (35.10 FT)
 KV1315'EAST OF THE ROUTE 206 CENTERLINE.  THE STATION IS FLUSH WITH THE LAWN.
 KV1315
 KV1315                          STATION RECOVERY (2005)
 KV1315
 KV1315'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 KV1315'HIGHWAY IS RTE 202/206 AND MARKER IS IN THE NORTHBOUND LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1182 ***********************************************************************
 KV1182  DESIGNATION -  D 26
 KV1182  PID         -  KV1182
 KV1182  STATE/COUNTY-  NJ/SOMERSET
 KV1182  USGS QUAD   -  RARITAN (1981)
 KV1182
 KV1182                         *CURRENT SURVEY CONTROL
 KV1182  ___________________________________________________________________
 KV1182* NAD 83(1986)-  40 34 20.     (N)    074 40 14.     (W)     SCALED    
 KV1182* NAVD 88     -        30.796  (meters)     101.04   (feet)  ADJUSTED  
 KV1182  ___________________________________________________________________
 KV1182  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KV1182  DYNAMIC HT  -          30.782 (meters)     100.99  (feet)  COMP
 KV1182  MODELED GRAV-     980,175.8   (mgal)                       NAVD 88
 KV1182
 KV1182  VERT ORDER  -  FIRST     CLASS II
 KV1182
 KV1182.The horizontal coordinates were scaled from a topographic map and have
 KV1182.an estimated accuracy of +/- 6 seconds.
 KV1182
 KV1182.The orthometric height was determined by differential leveling
 KV1182.and adjusted by the National Geodetic Survey in June 1991..
 KV1182
 KV1182.Photographs are available for this station.
 KV1182
 KV1182.The geoid height was determined by GEOID03.
 KV1182
 KV1182.The dynamic height is computed by dividing the NAVD 88
 KV1182.geopotential number by the normal gravity value computed on the
 KV1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1182.degrees latitude (g = 980.6199 gals.).
 KV1182
 KV1182.The modeled gravity was interpolated from observed gravity values.
 KV1182
 KV1182;                    North         East    Units  Estimated Accuracy
 KV1182;SPC NJ       -   193,060.      135,560.      MT  (+/- 180 meters Scaled)
 KV1182
 KV1182                          SUPERSEDED SURVEY CONTROL
 KV1182
 KV1182  NGVD 29 (??/??/??)   31.065  (m)          101.92   (f) ADJUSTED    1 2
 KV1182
 KV1182.Superseded values are not recommended for survey control.
 KV1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1182.See file dsdata.txt to determine how the superseded data were derived.
 KV1182
 KV1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK278913(NAD 83)
 KV1182_MARKER: DB = BENCH MARK DISK
 KV1182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1182_SP_SET: BRIDGE WINGWALL
 KV1182_STAMPING: D 26 1942
 KV1182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1182+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005
 KV1182
 KV1182  HISTORY     - Date     Condition        Report By
 KV1182  HISTORY     - 1942     MONUMENTED       CGS
 KV1182  HISTORY     - 1955     MARK NOT FOUND   USGS
 KV1182  HISTORY     - 1985     GOOD             USPSQD
 KV1182  HISTORY     - 19940507 GOOD             USPSQD
 KV1182  HISTORY     - 20021130 GOOD             USPSQD
 KV1182  HISTORY     - 20050416 GOOD             USPSQD
 KV1182  HISTORY     - 20050527 GOOD             SURSAT
 KV1182
 KV1182                          STATION DESCRIPTION
 KV1182
 KV1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1182'1.9 MI W FROM RARITAN.
 KV1182'1.9 MILES WEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE
 KV1182'STATION AT RARITAN, SOMERSET COUNTY, 0.2 MILE EAST OF MILEPOST
 KV1182'38, AT A CONCRETE BRIDGE OVER U.S. HIGHWAY 202, IN THE TOP OF
 KV1182'THE SOUTHWEST WING WALL, AND ABOUT LEVEL WITH THE TRACK.
 KV1182
 KV1182                          STATION RECOVERY (1955)
 KV1182
 KV1182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KV1182'MARK NOT FOUND.
 KV1182
 KV1182                          STATION RECOVERY (1985)
 KV1182
 KV1182'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV1182'THE NAME OF THE RAILROAD HAS BEEN CHANGED FROM THE NEW JERSEY CENTRAL
 KV1182'OF THE NJ TRANSIT. THE MARK WAS RECOVERED ON THE TOP OF THE WEST END
 KV1182'OF THE NORTHERLY BRIDGE ABUTMENT AND NOT WHERE PREVIOUSLY DESCRIBED
 KV1182'WHICH IS WHY IT MIGHT HAVE BEEN REPORTED AS 'NOT RECOVERED' IN 1955.
 KV1182
 KV1182                          STATION RECOVERY (1994)
 KV1182
 KV1182'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1182'RECOVERED IN GOOD CONDITION.
 KV1182
 KV1182                          STATION RECOVERY (2002)
 KV1182
 KV1182'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV1182'RECOVERED IN GOOD CONDITION.
 KV1182
 KV1182                          STATION RECOVERY (2005)
 KV1182
 KV1182'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 KV1182'ACCESS IS EASIEST FROM WEGMANS PARKING LOT. SOUTH WEST CORNER.
 KV1182
 KV1182                          STATION RECOVERY (2005)
 KV1182
 KV1182'RECOVERY NOTE BY SURVSAT 2005 (BRB)
 KV1182'THE SITE IS TREED IN WITH OVERHANGING BRANCHES AND CAN NOT BE USED FOR
 KV1182'PRECISE GPS IN THE SUMMER. WINTER OBSERVATIONS 'MIGHT' WORK. IT
 KV1182'REQUIRES CROSSING AN ACTIVE RAIROAD ON A CURVE AND IS QUITE DANGEROUS.
 KV1182'THERE MAY BE CONSTRAINTS DUE TO RAILROAD SECURITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1362 ***********************************************************************
 KV1362  DESIGNATION -  D 27
 KV1362  PID         -  KV1362
 KV1362  STATE/COUNTY-  NJ/HUNTERDON
 KV1362  USGS QUAD   -  PITTSTOWN (1970)
 KV1362
 KV1362                         *CURRENT SURVEY CONTROL
 KV1362  ___________________________________________________________________
 KV1362* NAD 83(1986)-  40 36 08.     (N)    074 56 39.     (W)     SCALED    
 KV1362* NAVD 88     -       129.362  (meters)     424.42   (feet)  ADJUSTED  
 KV1362  ___________________________________________________________________
 KV1362  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KV1362  DYNAMIC HT  -         129.301 (meters)     424.21  (feet)  COMP
 KV1362  MODELED GRAV-     980,152.8   (mgal)                       NAVD 88
 KV1362
 KV1362  VERT ORDER  -  SECOND    CLASS 0
 KV1362
 KV1362.The horizontal coordinates were scaled from a topographic map and have
 KV1362.an estimated accuracy of +/- 6 seconds.
 KV1362
 KV1362.The orthometric height was determined by differential leveling
 KV1362.and adjusted by the National Geodetic Survey in June 1991..
 KV1362
 KV1362.The geoid height was determined by GEOID03.
 KV1362
 KV1362.The dynamic height is computed by dividing the NAVD 88
 KV1362.geopotential number by the normal gravity value computed on the
 KV1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1362.degrees latitude (g = 980.6199 gals.).
 KV1362
 KV1362.The modeled gravity was interpolated from observed gravity values.
 KV1362
 KV1362;                    North         East    Units  Estimated Accuracy
 KV1362;SPC NJ       -   196,470.      112,410.      MT  (+/- 180 meters Scaled)
 KV1362
 KV1362                          SUPERSEDED SURVEY CONTROL
 KV1362
 KV1362  NGVD 29 (??/??/??)  129.610  (m)          425.23   (f) ADJUSTED    2 0
 KV1362
 KV1362.Superseded values are not recommended for survey control.
 KV1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1362.See file dsdata.txt to determine how the superseded data were derived.
 KV1362
 KV1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK047946(NAD 83)
 KV1362_MARKER: DB = BENCH MARK DISK
 KV1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1362_STAMPING: D 27 1942
 KV1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1362+STABILITY: SURFACE MOTION
 KV1362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1362+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2004
 KV1362
 KV1362  HISTORY     - Date     Condition        Report By
 KV1362  HISTORY     - 1942     MONUMENTED       CGS
 KV1362  HISTORY     - 20040410 GOOD             GEOCAC
 KV1362
 KV1362                          STATION DESCRIPTION
 KV1362
 KV1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1362'2.9 MI S FROM CLINTON.
 KV1362'2.9 MILES SOUTH ALONG STATE HIGHWAY 507 FROM THE RARITAN RIVER
 KV1362'BRIDGE AT CLINTON, HUNTERDON COUNTY, AT THE JUNCTION OF A FARM
 KV1362'ROAD LEADING WEST TO A DAIRY FARM, AT THE NORTHEAST CORNER OF A
 KV1362'CULTIVATED FIELD, 34.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 KV1362'24.7 FEET SOUTH OF THE CENTERLINE OF THE FARM ROAD, 13.8 FEET WEST
 KV1362'OF A POWER-TRANSMISSION LINEPOLE, AND ABOUT 4 FEET HIGHER THAN THE
 KV1362'CENTER OF THE JUNCTION.
 KV1362
 KV1362                          STATION RECOVERY (2004)
 KV1362
 KV1362'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 KV1362'LOCATION AND DESCRIPTION ARE ACCURATE. BUT THIS IS NOW HIGHWAY 513.
 KV1362'MARKER IS IN GOOD CONDITION BUT THE CONCRETE MONUMENT IS LEANING
 KV1362'SLIGHTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1521 ***********************************************************************
 KV1521  DESIGNATION -  D 28
 KV1521  PID         -  KV1521
 KV1521  STATE/COUNTY-  NJ/WARREN
 KV1521  USGS QUAD   -  EASTON (1994)
 KV1521
 KV1521                         *CURRENT SURVEY CONTROL
 KV1521  ___________________________________________________________________
 KV1521* NAD 83(1986)-  40 40 39.     (N)    075 10 14.     (W)     SCALED    
 KV1521* NAVD 88     -        80.059  (meters)     262.66   (feet)  ADJUSTED  
 KV1521  ___________________________________________________________________
 KV1521  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KV1521  DYNAMIC HT  -          80.021 (meters)     262.54  (feet)  COMP
 KV1521  MODELED GRAV-     980,155.2   (mgal)                       NAVD 88
 KV1521
 KV1521  VERT ORDER  -  FIRST     CLASS II
 KV1521
 KV1521.The horizontal coordinates were scaled from a topographic map and have
 KV1521.an estimated accuracy of +/- 6 seconds.
 KV1521
 KV1521.The orthometric height was determined by differential leveling
 KV1521.and adjusted by the National Geodetic Survey in June 1991..
 KV1521
 KV1521.The geoid height was determined by GEOID03.
 KV1521
 KV1521.The dynamic height is computed by dividing the NAVD 88
 KV1521.geopotential number by the normal gravity value computed on the
 KV1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1521.degrees latitude (g = 980.6199 gals.).
 KV1521
 KV1521.The modeled gravity was interpolated from observed gravity values.
 KV1521
 KV1521;                    North         East    Units  Estimated Accuracy
 KV1521;SPC NJ       -   204,950.       93,310.      MT  (+/- 180 meters Scaled)
 KV1521
 KV1521                          SUPERSEDED SURVEY CONTROL
 KV1521
 KV1521  NGVD 29 (01/10/92)   80.282  (m)          263.39   (f) ADJUSTED    1 2
 KV1521
 KV1521.Superseded values are not recommended for survey control.
 KV1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1521.See file dsdata.txt to determine how the superseded data were derived.
 KV1521
 KV1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL855029(NAD 83)
 KV1521_MARKER: DB = BENCH MARK DISK
 KV1521_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1521_SP_SET: BRIDGE WALL
 KV1521_STAMPING: D 28 1942
 KV1521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1521
 KV1521  HISTORY     - Date     Condition        Report By
 KV1521  HISTORY     - 1942     MONUMENTED       CGS
 KV1521  HISTORY     - 1978     GOOD             NGS
 KV1521
 KV1521                          STATION DESCRIPTION
 KV1521
 KV1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1521'1.6 MI SE FROM PHILLIPSBURG.
 KV1521'1.6 MILES SOUTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 KV1521'THE STATION AT PHILLIPSBURG, WARREN COUNTY, 25 FEET SOUTHEAST OF
 KV1521'THE CENTERLINE OF A BRIDGE OVER A NARROW TAR ROAD, AT THE LONG STONE
 KV1521'ARCH BRIDGE OVER U.S. HIGHWAY 22, IN THE WEST END OF THE STONE
 KV1521'WALL, 5 FEET NORTH OF THE NORTH RAIL, AND ABOUT 2 1/2 FEET
 KV1521'HIGHER THAN THE TRACK.
 KV1521
 KV1521                          STATION RECOVERY (1978)
 KV1521
 KV1521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1692 ***********************************************************************
 KV1692  DESIGNATION -  D 29
 KV1692  PID         -  KV1692
 KV1692  STATE/COUNTY-  NJ/HUNTERDON
 KV1692  USGS QUAD   -  BLOOMSBURY (1970)
 KV1692
 KV1692                         *CURRENT SURVEY CONTROL
 KV1692  ___________________________________________________________________
 KV1692* NAD 83(1986)-  40 37 52.     (N)    075 02 51.     (W)     SCALED    
 KV1692* NAVD 88     -       275.606  (meters)     904.22   (feet)  ADJUSTED  
 KV1692  ___________________________________________________________________
 KV1692  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KV1692  DYNAMIC HT  -         275.470 (meters)     903.77  (feet)  COMP
 KV1692  MODELED GRAV-     980,124.4   (mgal)                       NAVD 88
 KV1692
 KV1692  VERT ORDER  -  FIRST     CLASS II
 KV1692
 KV1692.The horizontal coordinates were scaled from a topographic map and have
 KV1692.an estimated accuracy of +/- 6 seconds.
 KV1692
 KV1692.The orthometric height was determined by differential leveling
 KV1692.and adjusted by the National Geodetic Survey in June 1991..
 KV1692
 KV1692.The geoid height was determined by GEOID03.
 KV1692
 KV1692.The dynamic height is computed by dividing the NAVD 88
 KV1692.geopotential number by the normal gravity value computed on the
 KV1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1692.degrees latitude (g = 980.6199 gals.).
 KV1692
 KV1692.The modeled gravity was interpolated from observed gravity values.
 KV1692
 KV1692;                    North         East    Units  Estimated Accuracy
 KV1692;SPC NJ       -   199,730.      103,690.      MT  (+/- 180 meters Scaled)
 KV1692
 KV1692                          SUPERSEDED SURVEY CONTROL
 KV1692
 KV1692  NGVD 29 (01/10/92)  275.826  (m)          904.94   (f) ADJUSTED    1 2
 KV1692
 KV1692.Superseded values are not recommended for survey control.
 KV1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1692.See file dsdata.txt to determine how the superseded data were derived.
 KV1692
 KV1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK959978(NAD 83)
 KV1692_MARKER: DB = BENCH MARK DISK
 KV1692_SETTING: 0 = UNSPECIFIED SETTING
 KV1692_STAMPING: D 29 1942
 KV1692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1692
 KV1692  HISTORY     - Date     Condition        Report By
 KV1692  HISTORY     - 1942     MONUMENTED       CGS
 KV1692  HISTORY     - 1978     GOOD             NGS
 KV1692  HISTORY     - 19970126 GOOD             USPSQD
 KV1692
 KV1692                          STATION DESCRIPTION
 KV1692
 KV1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1692'3 MI SE FROM BLOOMSBURY.
 KV1692'3.0 MILES SOUTHEAST ALONG A TAR ROAD FROM THE CENTRAL RAILROAD
 KV1692'OF NEW JERSEY CROSSING AT BLOOMSBURY, HUNTERDON COUNTY, IN THE
 KV1692'SOUTHEAST ANGLE OF THE JUNCTION OF A FARM ROAD LEADING SOUTHWEST,
 KV1692'AT AN ABANDONED 2-STORY CONCRETE FARMHOUSE, 59.5 FEET EAST ACROSS
 KV1692'THE FARM ROAD FROM THE EAST CORNER OF THE HOUSE, 35.8 FEET
 KV1692'SOUTHWEST OF THE CENTERLINE OF THE TAR ROAD, 6 FEET WEST OF A
 KV1692'16-INCH TREE, AND 2 FEET NORTH OF A WITNESS POST.
 KV1692
 KV1692                          STATION RECOVERY (1978)
 KV1692
 KV1692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1692'3.1 MILES SOUTHEAST ALONG COUNTY ROAD 579 FROM THE BLOOMSBURY SCHOOL
 KV1692'AT BLOOMSBURY, AT A TWO STORE CONCRETE FARMHOUSE, 57.2 FEET EAST OF
 KV1692'THE EAST CORNER OF THE FARM HOUSE, 40 FEET SOUTHWEST OF THE CENTERLINE
 KV1692'OF THE ROAD, 6 FEET WEST OF A 24-INCH TREE, AND 6 FEET SOUTHWEST OF
 KV1692'A FENCE.
 KV1692
 KV1692                          STATION RECOVERY (1997)
 KV1692
 KV1692'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV1692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1342 ***********************************************************************
 KV1342  DESIGNATION -  D 30
 KV1342  PID         -  KV1342
 KV1342  STATE/COUNTY-  NJ/HUNTERDON
 KV1342  USGS QUAD   -  GLADSTONE (1995)
 KV1342
 KV1342                         *CURRENT SURVEY CONTROL
 KV1342  ___________________________________________________________________
 KV1342* NAD 83(1986)-  40 42 54.     (N)    074 43 13.     (W)     SCALED    
 KV1342* NAVD 88     -        69.289  (meters)     227.33   (feet)  ADJUSTED  
 KV1342  ___________________________________________________________________
 KV1342  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KV1342  DYNAMIC HT  -          69.258 (meters)     227.22  (feet)  COMP
 KV1342  MODELED GRAV-     980,178.5   (mgal)                       NAVD 88
 KV1342
 KV1342  VERT ORDER  -  SECOND    CLASS 0
 KV1342
 KV1342.The horizontal coordinates were scaled from a topographic map and have
 KV1342.an estimated accuracy of +/- 6 seconds.
 KV1342
 KV1342.The orthometric height was determined by differential leveling
 KV1342.and adjusted by the National Geodetic Survey in June 1991..
 KV1342
 KV1342.The geoid height was determined by GEOID03.
 KV1342
 KV1342.The dynamic height is computed by dividing the NAVD 88
 KV1342.geopotential number by the normal gravity value computed on the
 KV1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1342.degrees latitude (g = 980.6199 gals.).
 KV1342
 KV1342.The modeled gravity was interpolated from observed gravity values.
 KV1342
 KV1342;                    North         East    Units  Estimated Accuracy
 KV1342;SPC NJ       -   208,920.      131,390.      MT  (+/- 180 meters Scaled)
 KV1342
 KV1342                          SUPERSEDED SURVEY CONTROL
 KV1342
 KV1342  NGVD 29 (??/??/??)   69.532  (m)          228.12   (f) ADJUSTED    2 0
 KV1342
 KV1342.Superseded values are not recommended for survey control.
 KV1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1342.See file dsdata.txt to determine how the superseded data were derived.
 KV1342
 KV1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL236071(NAD 83)
 KV1342_MARKER: DB = BENCH MARK DISK
 KV1342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1342_SP_SET: BRIDGE WALL
 KV1342_STAMPING: D 30 1942
 KV1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1342
 KV1342  HISTORY     - Date     Condition        Report By
 KV1342  HISTORY     - 1942     MONUMENTED       CGS
 KV1342  HISTORY     - 20010331 GOOD             NGS
 KV1342
 KV1342                          STATION DESCRIPTION
 KV1342
 KV1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1342'AT POTTERSVILLE.
 KV1342'AT POTTERSVILLE, SOMERSET COUNTY, AT THE CONCRETE BRIDGE BETWEEN
 KV1342'SOMERSET AND HUNTERDON COUNTIES, IN THE SOUTH WING WALL AT THE
 KV1342'SOUTHEAST END OF THE BRIDGE, 45.3 FEET WEST OF A GRASSY PLOT
 KV1342'OF GROUND IN THE MIDDLE OF TWO ROADS, 19.8 FEET SOUTH WEST OF
 KV1342'THE CENTERLINE OF A ROAD, AND ABOUT LEVEL WITH THE ROAD.
 KV1342
 KV1342                          STATION RECOVERY (2001)
 KV1342
 KV1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1342'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0847 ***********************************************************************
 LY0847  DESIGNATION -  D 31
 LY0847  PID         -  LY0847
 LY0847  STATE/COUNTY-  NJ/SUSSEX
 LY0847  USGS QUAD   -  UNIONVILLE (1969)
 LY0847
 LY0847                         *CURRENT SURVEY CONTROL
 LY0847  ___________________________________________________________________
 LY0847* NAD 83(1986)-  41 17 29.     (N)    074 36 02.     (W)     SCALED    
 LY0847* NAVD 88     -       191.905  (meters)     629.61   (feet)  ADJUSTED  
 LY0847  ___________________________________________________________________
 LY0847  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 LY0847  DYNAMIC HT  -         191.825 (meters)     629.35  (feet)  COMP
 LY0847  MODELED GRAV-     980,203.2   (mgal)                       NAVD 88
 LY0847
 LY0847  VERT ORDER  -  SECOND    CLASS 0
 LY0847
 LY0847.The horizontal coordinates were scaled from a topographic map and have
 LY0847.an estimated accuracy of +/- 6 seconds.
 LY0847
 LY0847.The orthometric height was determined by differential leveling
 LY0847.and adjusted by the National Geodetic Survey in June 1991..
 LY0847
 LY0847.The geoid height was determined by GEOID03.
 LY0847
 LY0847.The dynamic height is computed by dividing the NAVD 88
 LY0847.geopotential number by the normal gravity value computed on the
 LY0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0847.degrees latitude (g = 980.6199 gals.).
 LY0847
 LY0847.The modeled gravity was interpolated from observed gravity values.
 LY0847
 LY0847;                    North         East    Units  Estimated Accuracy
 LY0847;SPC NJ       -   272,910.      141,580.      MT  (+/- 180 meters Scaled)
 LY0847
 LY0847                          SUPERSEDED SURVEY CONTROL
 LY0847
 LY0847  NGVD 29 (??/??/92)  192.098  (m)          630.24   (f) ADJ UNCH    2 0
 LY0847
 LY0847.Superseded values are not recommended for survey control.
 LY0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0847.See file dsdata.txt to determine how the superseded data were derived.
 LY0847
 LY0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL334711(NAD 83)
 LY0847_MARKER: DB = BENCH MARK DISK
 LY0847_SETTING: 0 = UNSPECIFIED SETTING
 LY0847_STAMPING: D 31 1942
 LY0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0847
 LY0847  HISTORY     - Date     Condition        Report By
 LY0847  HISTORY     - 1942     MONUMENTED       CGS
 LY0847
 LY0847                          STATION DESCRIPTION
 LY0847
 LY0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0847'4.6 MI NE FROM COLESVILLE.
 LY0847'1.8 MILE SOUTHEAST ALONG STATE HIGHWAY 23 FROM THE POST OFFICE AT
 LY0847'COLESVILLE, SUSSEX COUNTY, THENCE 2.8 MILES NORTHEAST ALONG A
 LY0847'SURFACED ROAD LEADING TO UNIONVILLE, 70.6 FEET SOUTHEAST OF A
 LY0847'FRAME BUNGALOW, 29.5 FEET NORTHWEST OF THE CENTERLINE OF THE MAIN
 LY0847'ROAD, 18 FEET NORTHEAST OF THE CENTERLINE OF A FARM ENTRANCE
 LY0847'DRIVE, AND 1.3 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0492 ***********************************************************************
 LY0492  DESIGNATION -  D 32
 LY0492  PID         -  LY0492
 LY0492  STATE/COUNTY-  NJ/SUSSEX
 LY0492  USGS QUAD   -  WAWAYANDA (1994)
 LY0492
 LY0492                         *CURRENT SURVEY CONTROL
 LY0492  ___________________________________________________________________
 LY0492* NAD 83(1986)-  41 10 38.     (N)    074 27 19.     (W)     SCALED    
 LY0492* NAVD 88     -       380.442  (meters)    1248.17   (feet)  ADJUSTED  
 LY0492  ___________________________________________________________________
 LY0492  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 LY0492  DYNAMIC HT  -         380.270 (meters)    1247.60  (feet)  COMP
 LY0492  MODELED GRAV-     980,159.9   (mgal)                       NAVD 88
 LY0492
 LY0492  VERT ORDER  -  SECOND    CLASS 0
 LY0492
 LY0492.The horizontal coordinates were scaled from a topographic map and have
 LY0492.an estimated accuracy of +/- 6 seconds.
 LY0492
 LY0492.The orthometric height was determined by differential leveling
 LY0492.and adjusted by the National Geodetic Survey in June 1991..
 LY0492
 LY0492.The geoid height was determined by GEOID03.
 LY0492
 LY0492.The dynamic height is computed by dividing the NAVD 88
 LY0492.geopotential number by the normal gravity value computed on the
 LY0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0492.degrees latitude (g = 980.6199 gals.).
 LY0492
 LY0492.The modeled gravity was interpolated from observed gravity values.
 LY0492
 LY0492;                    North         East    Units  Estimated Accuracy
 LY0492;SPC NJ       -   260,230.      153,750.      MT  (+/- 180 meters Scaled)
 LY0492
 LY0492                          SUPERSEDED SURVEY CONTROL
 LY0492
 LY0492  NGVD 29 (??/??/92)  380.647  (m)         1248.84   (f) ADJ UNCH    2 0
 LY0492
 LY0492.Superseded values are not recommended for survey control.
 LY0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0492.See file dsdata.txt to determine how the superseded data were derived.
 LY0492
 LY0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL456585(NAD 83)
 LY0492_MARKER: DB = BENCH MARK DISK
 LY0492_SETTING: 66 = SET IN ROCK OUTCROP
 LY0492_SP_SET: ROCK OUTCROP
 LY0492_STAMPING: D 32 1942
 LY0492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0492+STABILITY: POSITION/ELEVATION WELL
 LY0492
 LY0492  HISTORY     - Date     Condition        Report By
 LY0492  HISTORY     - 1942     MONUMENTED       CGS
 LY0492
 LY0492                          STATION DESCRIPTION
 LY0492
 LY0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0492'3.4 MI SE FROM VERNON.
 LY0492'ABOUT 3.4 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST
 LY0492'OFFICE AT VERNON, SUSSEX COUNTY, 65 FEET WEST OF THE SOUTHWEST
 LY0492'CORNER OF THE KOHAIL COTTAGE, 59 FEET NORTHWEST OF THE NORTHWEST
 LY0492'CORNER OF THE TIPS REST COTTAGE, 20 FEET EAST OF THE CENTER
 LY0492'LINE OF THE MAIN ROAD, IN A ROCK OUTCROP, AND ABOUT 1-1/2
 LY0492'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED D 32 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0437 ***********************************************************************
 LY0437  DESIGNATION -  D 33
 LY0437  PID         -  LY0437
 LY0437  STATE/COUNTY-  NJ/PASSAIC
 LY0437  USGS QUAD   -  WANAQUE (1971)
 LY0437
 LY0437                         *CURRENT SURVEY CONTROL
 LY0437  ___________________________________________________________________
 LY0437* NAD 83(1986)-  41 01 04.     (N)    074 17 51.     (W)     SCALED    
 LY0437* NAVD 88     -        66.046  (meters)     216.69   (feet)  ADJUSTED  
 LY0437  ___________________________________________________________________
 LY0437  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LY0437  DYNAMIC HT  -          66.019 (meters)     216.60  (feet)  COMP
 LY0437  MODELED GRAV-     980,217.4   (mgal)                       NAVD 88
 LY0437
 LY0437  VERT ORDER  -  SECOND    CLASS 0
 LY0437
 LY0437.The horizontal coordinates were scaled from a topographic map and have
 LY0437.an estimated accuracy of +/- 6 seconds.
 LY0437
 LY0437.The orthometric height was determined by differential leveling
 LY0437.and adjusted by the National Geodetic Survey in June 1991..
 LY0437
 LY0437.The geoid height was determined by GEOID03.
 LY0437
 LY0437.The dynamic height is computed by dividing the NAVD 88
 LY0437.geopotential number by the normal gravity value computed on the
 LY0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0437.degrees latitude (g = 980.6199 gals.).
 LY0437
 LY0437.The modeled gravity was interpolated from observed gravity values.
 LY0437
 LY0437;                    North         East    Units  Estimated Accuracy
 LY0437;SPC NJ       -   242,540.      167,030.      MT  (+/- 180 meters Scaled)
 LY0437
 LY0437                          SUPERSEDED SURVEY CONTROL
 LY0437
 LY0437  NGVD 29 (??/??/92)   66.291  (m)          217.49   (f) ADJ UNCH    2 0
 LY0437
 LY0437.Superseded values are not recommended for survey control.
 LY0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0437.See file dsdata.txt to determine how the superseded data were derived.
 LY0437
 LY0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL590409(NAD 83)
 LY0437_MARKER: DB = BENCH MARK DISK
 LY0437_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0437_SP_SET: BRIDGE
 LY0437_STAMPING: D 33 1942
 LY0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0437
 LY0437  HISTORY     - Date     Condition        Report By
 LY0437  HISTORY     - 1942     MONUMENTED       CGS
 LY0437  HISTORY     - 19940905 GOOD             USPSQD
 LY0437
 LY0437                          STATION DESCRIPTION
 LY0437
 LY0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0437'0.9 MI N FROM POMPTON LAKES.
 LY0437'0.9 MILE NORTH ALONG RINGWOOD AVENUE FROM THE CROSSING OF THE NEW
 LY0437'YORK, SUSQUEHANNA AND WESTERN RAILROAD AT POMPTON LAKES, PASSAIC
 LY0437'COUNTY, 150 FEET WEST OF THE JUNCTION OF UNION AVENUE, AT A
 LY0437'CONCRETE BRIDGE ON UNION AVENUE, AND IN THE CENTER OF THE TOP
 LY0437'OF THE NORTH GUARD WALL.
 LY0437
 LY0437                          STATION RECOVERY (1994)
 LY0437
 LY0437'RECOVERY NOTE BY US POWER SQUADRON 1994
 LY0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0835 ***********************************************************************
 LY0835  DESIGNATION -  D 34
 LY0835  PID         -  LY0835
 LY0835  STATE/COUNTY-  NJ/SUSSEX
 LY0835  USGS QUAD   -  BRANCHVILLE (1995)
 LY0835
 LY0835                         *CURRENT SURVEY CONTROL
 LY0835  ___________________________________________________________________
 LY0835* NAD 83(1986)-  41 10 13.     (N)    074 39 30.     (W)     SCALED    
 LY0835* NAVD 88     -       125.020  (meters)     410.17   (feet)  ADJUSTED  
 LY0835  ___________________________________________________________________
 LY0835  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LY0835  DYNAMIC HT  -         124.967 (meters)     410.00  (feet)  COMP
 LY0835  MODELED GRAV-     980,200.8   (mgal)                       NAVD 88
 LY0835
 LY0835  VERT ORDER  -  SECOND    CLASS 0
 LY0835
 LY0835.The horizontal coordinates were scaled from a topographic map and have
 LY0835.an estimated accuracy of +/- 6 seconds.
 LY0835
 LY0835.The orthometric height was determined by differential leveling
 LY0835.and adjusted by the National Geodetic Survey in June 1991..
 LY0835
 LY0835.The geoid height was determined by GEOID03.
 LY0835
 LY0835.The dynamic height is computed by dividing the NAVD 88
 LY0835.geopotential number by the normal gravity value computed on the
 LY0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0835.degrees latitude (g = 980.6199 gals.).
 LY0835
 LY0835.The modeled gravity was interpolated from observed gravity values.
 LY0835
 LY0835;                    North         East    Units  Estimated Accuracy
 LY0835;SPC NJ       -   259,470.      136,710.      MT  (+/- 180 meters Scaled)
 LY0835
 LY0835                          SUPERSEDED SURVEY CONTROL
 LY0835
 LY0835  NGVD 29 (??/??/92)  125.218  (m)          410.82   (f) ADJ UNCH    2 0
 LY0835
 LY0835.Superseded values are not recommended for survey control.
 LY0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0835.See file dsdata.txt to determine how the superseded data were derived.
 LY0835
 LY0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL286577(NAD 83)
 LY0835_MARKER: DB = BENCH MARK DISK
 LY0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0835_STAMPING: D 34 1942
 LY0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0835+STABILITY: SURFACE MOTION
 LY0835
 LY0835  HISTORY     - Date     Condition        Report By
 LY0835  HISTORY     - 1942     MONUMENTED       CGS
 LY0835
 LY0835                          STATION DESCRIPTION
 LY0835
 LY0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0835'1 MI NE FROM PELLETTOWN.
 LY0835'1.0 MILE NORTHEAST ALONG THE LEHIGH AND NEW ENGLAND RAILROAD
 LY0835'FROM THE STATION AT PELLETTOWN, AT A GRAVEL ROAD CROSSING, 50.0
 LY0835'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 48 FEET
 LY0835'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTHEAST
 LY0835'OF THE RIGHT-OF-WAY FENCE, AND 1.5 FEET NORTHWET OF A STANDARD
 LY0835'REFERENCE POST.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 LY0835'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0797 ***********************************************************************
 LY0797  DESIGNATION -  D 35
 LY0797  PID         -  LY0797
 LY0797  STATE/COUNTY-  NJ/SUSSEX
 LY0797  USGS QUAD   -  CULVERS GAP (1997)
 LY0797
 LY0797                         *CURRENT SURVEY CONTROL
 LY0797  ___________________________________________________________________
 LY0797* NAD 83(1986)-  41 11 53.     (N)    074 48 12.     (W)     SCALED    
 LY0797* NAVD 88     -       177.549  (meters)     582.51   (feet)  ADJUSTED  
 LY0797  ___________________________________________________________________
 LY0797  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LY0797  DYNAMIC HT  -         177.472 (meters)     582.26  (feet)  COMP
 LY0797  MODELED GRAV-     980,187.6   (mgal)                       NAVD 88
 LY0797
 LY0797  VERT ORDER  -  SECOND    CLASS 0
 LY0797
 LY0797.The horizontal coordinates were scaled from a topographic map and have
 LY0797.an estimated accuracy of +/- 6 seconds.
 LY0797
 LY0797.The orthometric height was determined by differential leveling
 LY0797.and adjusted by the National Geodetic Survey in June 1991..
 LY0797
 LY0797.The geoid height was determined by GEOID03.
 LY0797
 LY0797.The dynamic height is computed by dividing the NAVD 88
 LY0797.geopotential number by the normal gravity value computed on the
 LY0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0797.degrees latitude (g = 980.6199 gals.).
 LY0797
 LY0797.The modeled gravity was interpolated from observed gravity values.
 LY0797
 LY0797;                    North         East    Units  Estimated Accuracy
 LY0797;SPC NJ       -   262,590.      124,560.      MT  (+/- 180 meters Scaled)
 LY0797
 LY0797                          SUPERSEDED SURVEY CONTROL
 LY0797
 LY0797  NGVD 29 (??/??/92)  177.737  (m)          583.13   (f) ADJ UNCH    2 0
 LY0797
 LY0797.Superseded values are not recommended for survey control.
 LY0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0797.See file dsdata.txt to determine how the superseded data were derived.
 LY0797
 LY0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL164607(NAD 83)
 LY0797_MARKER: DB = BENCH MARK DISK
 LY0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0797_STAMPING: D 35 1942
 LY0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0797+STABILITY: SURFACE MOTION
 LY0797
 LY0797  HISTORY     - Date     Condition        Report By
 LY0797  HISTORY     - 1942     MONUMENTED       CGS
 LY0797  HISTORY     - 19950110 MARK NOT FOUND   NJGS
 LY0797
 LY0797                          STATION DESCRIPTION
 LY0797
 LY0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0797'2.4 MI SE FROM LAYTON.
 LY0797'2.4 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0797'AT LAYTON, AT THE INTERSECTION OF THE BLACK TOP ROAD AND STATE
 LY0797'HIGHWAY NO. S 31, AT ZAZZI INN, 78 FEET WEST OF THE SOUTHWEST
 LY0797'CORNER, 32 FEET NORTH OF THE CENTER LINE OF THE BLACK TOP ROAD,
 LY0797'29 FEET WEST OF THE NORTH END OF AN 18-INCH PIPE CULVERT, 2.5
 LY0797'FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 1.5 FEET EAST OF A
 LY0797'STANDARD REFERENCE POST.  A STANDARD DISK, SET IN THE TOP OF A
 LY0797'CONCRETE POST.
 LY0797
 LY0797                          STATION RECOVERY (1995)
 LY0797
 LY0797'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0797'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 LY0797'SEARCH BY A TWO MAN PARTY.  CONSIDERABLE IMPROVEMENTS HAVE BEEN MADE
 LY0797'TO THE AREA SINCE THE LAST RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0781 ***********************************************************************
 KU0781  DESIGNATION -  D 36
 KU0781  PID         -  KU0781
 KU0781  STATE/COUNTY-  NJ/MONMOUTH
 KU0781  USGS QUAD   -  LONG BRANCH (1981)
 KU0781
 KU0781                         *CURRENT SURVEY CONTROL
 KU0781  ___________________________________________________________________
 KU0781* NAD 83(1986)-  40 22 28.     (N)    073 58 27.     (W)     SCALED    
 KU0781* NAVD 88     -         1.923  (meters)       6.31   (feet)  ADJUSTED  
 KU0781  ___________________________________________________________________
 KU0781  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KU0781  DYNAMIC HT  -           1.922 (meters)       6.31  (feet)  COMP
 KU0781  MODELED GRAV-     980,180.5   (mgal)                       NAVD 88
 KU0781
 KU0781  VERT ORDER  -  FIRST     CLASS II
 KU0781
 KU0781.The horizontal coordinates were scaled from a topographic map and have
 KU0781.an estimated accuracy of +/- 6 seconds.
 KU0781
 KU0781.The orthometric height was determined by differential leveling
 KU0781.and adjusted by the National Geodetic Survey in June 1991..
 KU0781
 KU0781.The geoid height was determined by GEOID03.
 KU0781
 KU0781.The dynamic height is computed by dividing the NAVD 88
 KU0781.geopotential number by the normal gravity value computed on the
 KU0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0781.degrees latitude (g = 980.6199 gals.).
 KU0781
 KU0781.The modeled gravity was interpolated from observed gravity values.
 KU0781
 KU0781;                    North         East    Units  Estimated Accuracy
 KU0781;SPC NJ       -   171,220.      194,650.      MT  (+/- 180 meters Scaled)
 KU0781
 KU0781                          SUPERSEDED SURVEY CONTROL
 KU0781
 KU0781  NGVD 29 (04/16/92)    2.240  (m)            7.35   (f) ADJUSTED    1 2
 KU0781
 KU0781.Superseded values are not recommended for survey control.
 KU0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0781.See file dsdata.txt to determine how the superseded data were derived.
 KU0781
 KU0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK870698(NAD 83)
 KU0781_MARKER: DB = BENCH MARK DISK
 KU0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0781_STAMPING: D 36 1952
 KU0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0781+STABILITY: SURFACE MOTION
 KU0781
 KU0781  HISTORY     - Date     Condition        Report By
 KU0781  HISTORY     - 1952     MONUMENTED       CGS
 KU0781  HISTORY     - 1964     MARK NOT FOUND   NGS
 KU0781  HISTORY     - 19920722 MARK NOT FOUND   USPSQD
 KU0781
 KU0781                          STATION DESCRIPTION
 KU0781
 KU0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU0781'0.9 MI N FROM SEA BRIGHT.
 KU0781'0.9 MILE NORTH ALONG OCEAN AVENUE FROM THE METHODIST CHURCH AT
 KU0781'SEA BRIGHT, 107 FEET EAST-NORTHEAST AND ACROSS OCEAN AVENUE FROM
 KU0781'THE NORTHEAST CORNER OF RED BRICK CHIMNEY OF HOUSE NO. 730, 32
 KU0781'FEET EAST OF CENTER LINE OF OCEAN AVENUE, 17 FEET SOUTH OF
 KU0781'EXTENDED CENTER LINE OF A DRIVE WEST TO HOUSE, 1 1/2 FEET WEST
 KU0781'OF A TELEPHONE POLE, 59 FEET EAST-SOUTHEAST AND ACROSS OCEAN
 KU0781'AVENUE FROM THE EAST END OF A CONCRETE BLOCK FENCE WHICH IS
 KU0781'BETWEEN HOUSES NO. 730 AND 722, ABOUT LEVEL WITH STREET AND SET
 KU0781'IN THE TOP OF A CONCRETE POST ABOUT 5 INCHES UNDERGROUND.
 KU0781
 KU0781                          STATION RECOVERY (1964)
 KU0781
 KU0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU0781'MARK NOT FOUND.
 KU0781
 KU0781                          STATION RECOVERY (1992)
 KU0781
 KU0781'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0199 ***********************************************************************
 KV0199  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0199  DESIGNATION -  D 37
 KV0199  PID         -  KV0199
 KV0199  STATE/COUNTY-  NJ/MIDDLESEX
 KV0199  USGS QUAD   -  PERTH AMBOY (1981)
 KV0199
 KV0199                         *CURRENT SURVEY CONTROL
 KV0199  ___________________________________________________________________
 KV0199* NAD 83(1986)-  40 32 51.     (N)    074 15 35.     (W)     SCALED    
 KV0199* NAVD 88     -        11.950  (meters)      39.21   (feet)  ADJUSTED  
 KV0199  ___________________________________________________________________
 KV0199  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV0199  DYNAMIC HT  -          11.945 (meters)      39.19  (feet)  COMP
 KV0199  MODELED GRAV-     980,217.4   (mgal)                       NAVD 88
 KV0199
 KV0199  VERT ORDER  -  FIRST     CLASS II
 KV0199
 KV0199.The horizontal coordinates were scaled from a topographic map and have
 KV0199.an estimated accuracy of +/- 6 seconds.
 KV0199
 KV0199.The orthometric height was determined by differential leveling
 KV0199.and adjusted by the National Geodetic Survey in June 1991..
 KV0199
 KV0199.This Tidal Bench Mark is designated as VM 2507
 KV0199.by the Center for Operational Oceanographic Products and Services.
 KV0199
 KV0199.The geoid height was determined by GEOID03.
 KV0199
 KV0199.The dynamic height is computed by dividing the NAVD 88
 KV0199.geopotential number by the normal gravity value computed on the
 KV0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0199.degrees latitude (g = 980.6199 gals.).
 KV0199
 KV0199.The modeled gravity was interpolated from observed gravity values.
 KV0199
 KV0199;                    North         East    Units  Estimated Accuracy
 KV0199;SPC NJ       -   190,330.      170,350.      MT  (+/- 180 meters Scaled)
 KV0199
 KV0199                          SUPERSEDED SURVEY CONTROL
 KV0199
 KV0199  NGVD 29 (04/16/92)   12.262  (m)           40.23   (f) ADJUSTED    1 2
 KV0199
 KV0199.Superseded values are not recommended for survey control.
 KV0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0199.See file dsdata.txt to determine how the superseded data were derived.
 KV0199
 KV0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK626887(NAD 83)
 KV0199_MARKER: DB = BENCH MARK DISK
 KV0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0199_SP_SET: OVERPASS
 KV0199_STAMPING: D 37 1952
 KV0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0199+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 KV0199
 KV0199  HISTORY     - Date     Condition        Report By
 KV0199  HISTORY     - 1952     MONUMENTED       CGS
 KV0199  HISTORY     - 20040708 GOOD             GEOCAC
 KV0199  HISTORY     - 20060915 GOOD             SURVSA
 KV0199
 KV0199                          STATION DESCRIPTION
 KV0199
 KV0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0199'1.6 MI N FROM PERTH AMBOY.
 KV0199'ABOUT 1.65 MILES NORTH ALONG STATE STREET FROM ITS UNDERPASS
 KV0199'UNDER OUTER BRIDGE AT PERTH AMBOY, IN THE TOP OF THE NORTHEAST END
 KV0199'OF THE STATE STREET OVERPASS OVER THE NEW YORK AND LONG BRANCH
 KV0199'RAILROAD, 30 FEET EAST OF CENTER LINE OF STREET AND ABOUT 4 FEET
 KV0199'BELOW LEVEL OF STREET.
 KV0199
 KV0199                          STATION RECOVERY (2004)
 KV0199
 KV0199'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 KV0199'HANDHELD COORDINATES ARE N40-32.51.66 W075-15-34.02.
 KV0199
 KV0199                          STATION RECOVERY (2006)
 KV0199
 KV0199'RECOVERY NOTE BY B2A SURVSAT 2006 (BRB)
 KV0199'THE DISK IS USABLE FOR GPS IF SOME BRUSH CLEARING IS DONE AND THE
 KV0199'ANTENNA IS SET AT ABOUT 9 FEET HIGH. THE PLUMBING POLE CAN BE
 KV0199'STABILIZED FROM THE PARAPET WALL OF THE STEEL RAILROD BRIDGE. THERE IS
 KV0199'LITTLE VIBRATION FROM THE ROAD TRAFFIC AS THE BRIDGE IS QUITE STABLE.
 KV0199' 
 KV0199' 
 KV0199'THER IS NO ROOM FOR A TRIPOD SET UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU0007 ***********************************************************************
 HU0007  DESIGNATION -  D 39
 HU0007  PID         -  HU0007
 HU0007  STATE/COUNTY-  NJ/CAPE MAY
 HU0007  USGS QUAD   -  CAPE MAY (1972)
 HU0007
 HU0007                         *CURRENT SURVEY CONTROL
 HU0007  ___________________________________________________________________
 HU0007* NAD 83(1986)-  38 58 10.     (N)    074 56 27.     (W)     SCALED    
 HU0007* NAVD 88     -         3.25   (+/-2cm)      10.7    (feet)  VERTCON   
 HU0007  ___________________________________________________________________
 HU0007  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 HU0007
 HU0007  VERT ORDER  -  ? (See Below)
 HU0007
 HU0007.The horizontal coordinates were scaled from a topographic map and have
 HU0007.an estimated accuracy of +/- 6 seconds.
 HU0007
 HU0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU0007.The vertical order pertains to the NGVD 29 superseded value.
 HU0007
 HU0007.The geoid height was determined by GEOID03.
 HU0007
 HU0007;                    North         East    Units  Estimated Accuracy
 HU0007;SPC NJ       -    15,200.      111,800.      MT  (+/- 180 meters Scaled)
 HU0007
 HU0007                          SUPERSEDED SURVEY CONTROL
 HU0007
 HU0007  NGVD 29 (??/??/??)    3.652  (m)           11.98   (f) ADJUSTED    ?  
 HU0007
 HU0007.Superseded values are not recommended for survey control.
 HU0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0007.See file dsdata.txt to determine how the superseded data were derived.
 HU0007
 HU0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ051133(NAD 83)
 HU0007_MARKER: DB = BENCH MARK DISK
 HU0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0007_STAMPING: D 39 1954
 HU0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0007+STABILITY: SURFACE MOTION
 HU0007
 HU0007  HISTORY     - Date     Condition        Report By
 HU0007  HISTORY     - 1954     MONUMENTED       CGS
 HU0007  HISTORY     - 1979     MARK NOT FOUND   NGS
 HU0007  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 HU0007
 HU0007                          STATION DESCRIPTION
 HU0007
 HU0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HU0007'1 MI SE FROM NORTH CAPE MAY.
 HU0007'0.6 MILE EAST ALONG LINCOLN STREET FROM THE INTERSECTION OF LINCOLN
 HU0007'AND WILSON STREETS AT NORTH CAPE MAY, THENCE 0.45 MILE SOUTHEAST
 HU0007'ALONG BAYSHORE ROAD, AT A PRIVATE ROAD LEADING SOUTH, 35 FEET
 HU0007'EAST OF THE CENTER LINE OF THE PRIVATE ROAD, 24 FEET SOUTH OF THE
 HU0007'CENTER LINE OF BAYSHORE ROAD, 9 FEET SOUTH OF POWER LINE POLE NO.
 HU0007'W 12544, 2.4 FEET SOUTHEAST OF A GUY POLE.  SET IN THE TOP OF A
 HU0007'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 HU0007
 HU0007                          STATION RECOVERY (1979)
 HU0007
 HU0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HU0007'MARK NOT FOUND.
 HU0007
 HU0007                          STATION RECOVERY (1986)
 HU0007
 HU0007'RECOVERY NOTE BY US POWER SQUADRON 1986 (NM)
 HU0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1627 ***********************************************************************
 KU1627  DESIGNATION -  D 40
 KU1627  PID         -  KU1627
 KU1627  STATE/COUNTY-  NJ/BERGEN
 KU1627  USGS QUAD   -  YONKERS (1979)
 KU1627
 KU1627                         *CURRENT SURVEY CONTROL
 KU1627  ___________________________________________________________________
 KU1627* NAD 83(1986)-  40 56 51.     (N)    073 55 15.     (W)     SCALED    
 KU1627* NAVD 88     -       100.409  (meters)     329.43   (feet)  ADJUSTED  
 KU1627  ___________________________________________________________________
 KU1627  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU1627  DYNAMIC HT  -         100.372 (meters)     329.30  (feet)  COMP
 KU1627  MODELED GRAV-     980,259.7   (mgal)                       NAVD 88
 KU1627
 KU1627  VERT ORDER  -  SECOND    CLASS 0
 KU1627
 KU1627.The horizontal coordinates were scaled from a topographic map and have
 KU1627.an estimated accuracy of +/- 6 seconds.
 KU1627
 KU1627.The orthometric height was determined by differential leveling
 KU1627.and adjusted by the National Geodetic Survey in June 1991..
 KU1627
 KU1627.The geoid height was determined by GEOID03.
 KU1627
 KU1627.The dynamic height is computed by dividing the NAVD 88
 KU1627.geopotential number by the normal gravity value computed on the
 KU1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1627.degrees latitude (g = 980.6199 gals.).
 KU1627
 KU1627.The modeled gravity was interpolated from observed gravity values.
 KU1627
 KU1627;                    North         East    Units  Estimated Accuracy
 KU1627;SPC NJ       -   234,880.      198,760.      MT  (+/- 180 meters Scaled)
 KU1627
 KU1627                          SUPERSEDED SURVEY CONTROL
 KU1627
 KU1627  NGVD 29 (??/??/92)  100.716  (m)          330.43   (f) ADJ UNCH    2 0
 KU1627
 KU1627.Superseded values are not recommended for survey control.
 KU1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1627.See file dsdata.txt to determine how the superseded data were derived.
 KU1627
 KU1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL908334(NAD 83)
 KU1627_MARKER: DB = BENCH MARK DISK
 KU1627_SETTING: 80 = SET IN A BOULDER
 KU1627_SP_SET: BOULDER
 KU1627_STAMPING: D 40 1956
 KU1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1627+STABILITY: SURFACE MOTION
 KU1627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1627+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2006
 KU1627
 KU1627  HISTORY     - Date     Condition        Report By
 KU1627  HISTORY     - 1956     MONUMENTED       CGS
 KU1627  HISTORY     - 20060514 GOOD             GEOCAC
 KU1627
 KU1627                          STATION DESCRIPTION
 KU1627
 KU1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU1627'1.5 MI NE FROM ALPINE.
 KU1627'0.2 MILE EAST ALONG CLOSTER DOCK ROAD FROM THE ALPINE METHODIST
 KU1627'CHURCH, 0.7 MILE NORTH ALONG U.S. HIGHWAY 9W, THENCE 0.6 MILE
 KU1627'SOUTHEAST ALONG YONKERS FERRY ROAD, SET VERTICALLY IN THE EAST
 KU1627'FACE OF A LARGE BOULDER, 95 FEET NORTH OF A SMALL CONCRETE
 KU1627'CULVERT, 17 FEET WEST OF THE CENTERLINE OF ROAD, 1.7 FEET ABOVE
 KU1627'THE GROUND.
 KU1627
 KU1627                          STATION RECOVERY (2006)
 KU1627
 KU1627'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KU1627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0507 ***********************************************************************
 KV0507  DESIGNATION -  D 41
 KV0507  PID         -  KV0507
 KV0507  STATE/COUNTY-  NJ/BERGEN
 KV0507  USGS QUAD   -  WEEHAWKEN (1995)
 KV0507
 KV0507                         *CURRENT SURVEY CONTROL
 KV0507  ___________________________________________________________________
 KV0507* NAD 83(1986)-  40 50 40.     (N)    074 00 44.     (W)     SCALED    
 KV0507* NAVD 88     -         5.296  (meters)      17.38   (feet)  ADJUSTED  
 KV0507  ___________________________________________________________________
 KV0507  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 KV0507  DYNAMIC HT  -           5.294 (meters)      17.37  (feet)  COMP
 KV0507  MODELED GRAV-     980,240.8   (mgal)                       NAVD 88
 KV0507
 KV0507  VERT ORDER  -  SECOND    CLASS 0
 KV0507
 KV0507.The horizontal coordinates were scaled from a topographic map and have
 KV0507.an estimated accuracy of +/- 6 seconds.
 KV0507
 KV0507.The orthometric height was determined by differential leveling
 KV0507.and adjusted by the National Geodetic Survey in June 1991..
 KV0507
 KV0507.The geoid height was determined by GEOID03.
 KV0507
 KV0507.The dynamic height is computed by dividing the NAVD 88
 KV0507.geopotential number by the normal gravity value computed on the
 KV0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0507.degrees latitude (g = 980.6199 gals.).
 KV0507
 KV0507.The modeled gravity was interpolated from observed gravity values.
 KV0507
 KV0507;                    North         East    Units  Estimated Accuracy
 KV0507;SPC NJ       -   223,390.      191,130.      MT  (+/- 180 meters Scaled)
 KV0507
 KV0507                          SUPERSEDED SURVEY CONTROL
 KV0507
 KV0507  NGVD 29 (??/??/??)    5.598  (m)           18.37   (f) ADJUSTED    2 0
 KV0507
 KV0507.Superseded values are not recommended for survey control.
 KV0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0507.See file dsdata.txt to determine how the superseded data were derived.
 KV0507
 KV0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL832219(NAD 83)
 KV0507_MARKER: DB = BENCH MARK DISK
 KV0507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0507_SP_SET: ABUTMENT
 KV0507_STAMPING: D 41 1956
 KV0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0507
 KV0507  HISTORY     - Date     Condition        Report By
 KV0507  HISTORY     - 1956     MONUMENTED       CGS
 KV0507  HISTORY     - 1962     GOOD             CGS
 KV0507
 KV0507                          STATION DESCRIPTION
 KV0507
 KV0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0507'0.6 MI W FROM PALISADES PARK.
 KV0507'0.6 MILE WEST ALONG U.S. HIGHWAY 46, FROM THE INTERSECTION OF
 KV0507'GRAND AVENUE AND EAST COLUMBIA AVENUE, SET IN TOP OF THE NORTH
 KV0507'END OF THE WEST ABUTMENT OF A LARGE CONCRETE BRIDGE OVER PECK
 KV0507'CREEK, 9 FEET NORTH OF THE NORTH CURB OF BRIDGE, 1 FOOT SOUTH
 KV0507'OF THE NORTH END OF ABUTMENT.
 KV0507
 KV0507                          STATION RECOVERY (1962)
 KV0507
 KV0507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 KV0507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0627 ***********************************************************************
 KV0627  DESIGNATION -  D 53
 KV0627  PID         -  KV0627
 KV0627  STATE/COUNTY-  NJ/MIDDLESEX
 KV0627  USGS QUAD   -  PLAINFIELD (1995)
 KV0627
 KV0627                         *CURRENT SURVEY CONTROL
 KV0627  ___________________________________________________________________
 KV0627* NAD 83(1986)-  40 30 55.     (N)    074 24 09.     (W)     SCALED    
 KV0627* NAVD 88     -        39.145  (meters)     128.43   (feet)  ADJUSTED  
 KV0627  ___________________________________________________________________
 KV0627  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV0627  DYNAMIC HT  -          39.128 (meters)     128.37  (feet)  COMP
 KV0627  MODELED GRAV-     980,197.5   (mgal)                       NAVD 88
 KV0627
 KV0627  VERT ORDER  -  SECOND    CLASS 0
 KV0627
 KV0627.The horizontal coordinates were scaled from a topographic map and have
 KV0627.an estimated accuracy of +/- 6 seconds.
 KV0627
 KV0627.The orthometric height was determined by differential leveling
 KV0627.and adjusted by the National Geodetic Survey in June 1991..
 KV0627
 KV0627.The geoid height was determined by GEOID03.
 KV0627
 KV0627.The dynamic height is computed by dividing the NAVD 88
 KV0627.geopotential number by the normal gravity value computed on the
 KV0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0627.degrees latitude (g = 980.6199 gals.).
 KV0627
 KV0627.The modeled gravity was interpolated from observed gravity values.
 KV0627
 KV0627;                    North         East    Units  Estimated Accuracy
 KV0627;SPC NJ       -   186,730.      158,260.      MT  (+/- 180 meters Scaled)
 KV0627
 KV0627                          SUPERSEDED SURVEY CONTROL
 KV0627
 KV0627  NGVD 29 (04/16/92)   39.440  (m)          129.40   (f) ADJUSTED    2 0
 KV0627
 KV0627.Superseded values are not recommended for survey control.
 KV0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0627.See file dsdata.txt to determine how the superseded data were derived.
 KV0627
 KV0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK506851(NAD 83)
 KV0627_MARKER: DB = BENCH MARK DISK
 KV0627_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0627_SP_SET: BUILDING
 KV0627_STAMPING: D 53 1961
 KV0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0627
 KV0627  HISTORY     - Date     Condition        Report By
 KV0627  HISTORY     - 1961     MONUMENTED       CGS
 KV0627
 KV0627                          STATION DESCRIPTION
 KV0627
 KV0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0627'AT EDISON.
 KV0627'AT THE INTERSECTION OF RARITAN AVE. AND CAROLTON PLACE, IN THE
 KV0627'WEST BRICK WALL OF THE EDISON OFFICE OF THE FIRST NATIONAL BANK
 KV0627'OF HIGHLAND PARK, 4.5 FEET NORTH OF THE SOUTHWEST CORNER AND 3
 KV0627'FEET ABOVE THE LEVEL OF THE GROUND.  A VERTICAL DRILL IN BRICK
 KV0627'WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0891 ***********************************************************************
 KV0891  DESIGNATION -  D 54
 KV0891  PID         -  KV0891
 KV0891  STATE/COUNTY-  NJ/MONMOUTH
 KV0891  USGS QUAD   -  LONG BRANCH (1981)
 KV0891
 KV0891                         *CURRENT SURVEY CONTROL
 KV0891  ___________________________________________________________________
 KV0891* NAD 83(1986)-  40 20 08.     (N)    074 01 45.     (W)     SCALED    
 KV0891* NAVD 88     -         3.775  (meters)      12.39   (feet)  ADJUSTED  
 KV0891  ___________________________________________________________________
 KV0891  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KV0891  DYNAMIC HT  -           3.774 (meters)      12.38  (feet)  COMP
 KV0891  MODELED GRAV-     980,189.7   (mgal)                       NAVD 88
 KV0891
 KV0891  VERT ORDER  -  SECOND    CLASS 0
 KV0891
 KV0891.The horizontal coordinates were scaled from a topographic map and have
 KV0891.an estimated accuracy of +/- 6 seconds.
 KV0891
 KV0891.The orthometric height was determined by differential leveling
 KV0891.and adjusted by the National Geodetic Survey in June 1991..
 KV0891
 KV0891.The geoid height was determined by GEOID03.
 KV0891
 KV0891.The dynamic height is computed by dividing the NAVD 88
 KV0891.geopotential number by the normal gravity value computed on the
 KV0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0891.degrees latitude (g = 980.6199 gals.).
 KV0891
 KV0891.The modeled gravity was interpolated from observed gravity values.
 KV0891
 KV0891;                    North         East    Units  Estimated Accuracy
 KV0891;SPC NJ       -   166,880.      190,010.      MT  (+/- 180 meters Scaled)
 KV0891
 KV0891                          SUPERSEDED SURVEY CONTROL
 KV0891
 KV0891  NGVD 29 (04/16/92)    4.097  (m)           13.44   (f) ADJUSTED    2 0
 KV0891
 KV0891.Superseded values are not recommended for survey control.
 KV0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0891.See file dsdata.txt to determine how the superseded data were derived.
 KV0891
 KV0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK824654(NAD 83)
 KV0891_MARKER: DB = BENCH MARK DISK
 KV0891_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0891_SP_SET: BRICK WALL
 KV0891_STAMPING: D 54 1961
 KV0891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0891
 KV0891  HISTORY     - Date     Condition        Report By
 KV0891  HISTORY     - 1961     MONUMENTED       CGS
 KV0891  HISTORY     - 1984     GOOD             LOCSUR
 KV0891  HISTORY     - 1987     GOOD             USPSQD
 KV0891  HISTORY     - 19920523 GOOD             USPSQD
 KV0891  HISTORY     - 20021125 MARK NOT FOUND   AASCO
 KV0891
 KV0891                          STATION DESCRIPTION
 KV0891
 KV0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0891'1 MI SE FROM LITTLE SILVER.
 KV0891'LOCATED AT THE INTERSECTION OF SEVEN POINT ROAD AND LITTLE SILVER
 KV0891'POINT ROAD AT THE SOUTHEAST CORNER OF THE POINT ROAD ELEMENTRY
 KV0891'SCHOOL.  SET VERTICALLY IN THE EAST BRICK WALL AT THE SOUTHEAST
 KV0891'CORNER OF THE SCHOOL BUILDING, 3 FEET ABOVE THE LEVEL OF THE
 KV0891'GROUND.
 KV0891
 KV0891                          STATION RECOVERY (1984)
 KV0891
 KV0891'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 KV0891'RECOVERED IN GOOD CONDITION.
 KV0891
 KV0891                          STATION RECOVERY (1987)
 KV0891
 KV0891'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHA)
 KV0891'RECOVERED IN GOOD CONDITION.
 KV0891
 KV0891                          STATION RECOVERY (1992)
 KV0891
 KV0891'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0891'RECOVERED IN GOOD CONDITION.
 KV0891
 KV0891                          STATION RECOVERY (2002)
 KV0891
 KV0891'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (CAS)
 KV0891'MARK APPEARS TO BE LOST DUE TO CONSTRUCTION AT THE SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0128 ***********************************************************************
 JU0128  DESIGNATION -  D 55
 JU0128  PID         -  JU0128
 JU0128  STATE/COUNTY-  NJ/OCEAN
 JU0128  USGS QUAD   -  TUCKERTON (1995)
 JU0128
 JU0128                         *CURRENT SURVEY CONTROL
 JU0128  ___________________________________________________________________
 JU0128* NAD 83(1986)-  39 36 22.     (N)    074 15 41.     (W)     SCALED    
 JU0128* NAVD 88     -         0.530  (meters)       1.74   (feet)  ADJUSTED  
 JU0128  ___________________________________________________________________
 JU0128  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JU0128  DYNAMIC HT  -           0.530 (meters)       1.74  (feet)  COMP
 JU0128  MODELED GRAV-     980,147.2   (mgal)                       NAVD 88
 JU0128
 JU0128  VERT ORDER  -  SECOND    CLASS 0
 JU0128
 JU0128.The horizontal coordinates were scaled from a topographic map and have
 JU0128.an estimated accuracy of +/- 6 seconds.
 JU0128
 JU0128.The orthometric height was determined by differential leveling
 JU0128.and adjusted by the National Geodetic Survey in June 1991..
 JU0128
 JU0128.The geoid height was determined by GEOID03.
 JU0128
 JU0128.The dynamic height is computed by dividing the NAVD 88
 JU0128.geopotential number by the normal gravity value computed on the
 JU0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0128.degrees latitude (g = 980.6199 gals.).
 JU0128
 JU0128.The modeled gravity was interpolated from observed gravity values.
 JU0128
 JU0128;                    North         East    Units  Estimated Accuracy
 JU0128;SPC NJ       -    85,810.      170,490.      MT  (+/- 180 meters Scaled)
 JU0128
 JU0128                          SUPERSEDED SURVEY CONTROL
 JU0128
 JU0128  NGVD 29 (??/??/??)    1.062  (m)            3.48   (f) ADJUSTED    2 0
 JU0128
 JU0128.Superseded values are not recommended for survey control.
 JU0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0128.See file dsdata.txt to determine how the superseded data were derived.
 JU0128
 JU0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ634843(NAD 83)
 JU0128_MARKER: DB = BENCH MARK DISK
 JU0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0128_STAMPING: D 55 1961
 JU0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0128+STABILITY: SURFACE MOTION
 JU0128
 JU0128  HISTORY     - Date     Condition        Report By
 JU0128  HISTORY     - 1961     MONUMENTED       CGS
 JU0128  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0128  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0128  HISTORY     - 19950201 MARK NOT FOUND   NJGS
 JU0128
 JU0128                          STATION DESCRIPTION
 JU0128
 JU0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0128'3.2 MI SE FROM WEST CREEK.
 JU0128'2.7 MILES SOUTHEAST ALONG WEST CREEK DOCK ROAD FROM THE JUNCTION
 JU0128'OF U.S. HIGHWAY 9, THENCE 0.55 MILE SOUTH ALONG SHORE LINE,
 JU0128'ON ABOUT THE NEAREST POINT NORTH FROM LONG POINT ISLAND, 85 FEET
 JU0128'WEST OF WEST SHORE OF LONG POINT THOROFARE AND 29 FEET NORTH OF
 JU0128'THE NORTH SHORE.  A BENCH MARK DISK BRAZED TO THE TOP OF A 5 FOOT
 JU0128'LONG GALVANIZED IRON PIPE SET IN A CONCRETE BASE.
 JU0128
 JU0128                          STATION RECOVERY (1985)
 JU0128
 JU0128'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0128'MARK NOT FOUND.
 JU0128
 JU0128                          STATION RECOVERY (1987)
 JU0128
 JU0128'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0128'MARK NOT FOUND.
 JU0128
 JU0128                          STATION RECOVERY (1995)
 JU0128
 JU0128'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0128'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0128'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0576 ***********************************************************************
 JU0576  DESIGNATION -  D 57
 JU0576  PID         -  JU0576
 JU0576  STATE/COUNTY-  NJ/ATLANTIC
 JU0576  USGS QUAD   -  EGG HARBOR CITY (1977)
 JU0576
 JU0576                         *CURRENT SURVEY CONTROL
 JU0576  ___________________________________________________________________
 JU0576* NAD 83(1986)-  39 32 08.     (N)    074 39 27.     (W)     SCALED    
 JU0576* NAVD 88     -        14.340  (meters)      47.05   (feet)  ADJUSTED  
 JU0576  ___________________________________________________________________
 JU0576  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JU0576  DYNAMIC HT  -          14.333 (meters)      47.02  (feet)  COMP
 JU0576  MODELED GRAV-     980,132.0   (mgal)                       NAVD 88
 JU0576
 JU0576  VERT ORDER  -  FIRST     CLASS I
 JU0576
 JU0576.The horizontal coordinates were scaled from a topographic map and have
 JU0576.an estimated accuracy of +/- 6 seconds.
 JU0576
 JU0576.The orthometric height was determined by differential leveling
 JU0576.and adjusted by the National Geodetic Survey in June 1991..
 JU0576
 JU0576.The geoid height was determined by GEOID03.
 JU0576
 JU0576.The dynamic height is computed by dividing the NAVD 88
 JU0576.geopotential number by the normal gravity value computed on the
 JU0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0576.degrees latitude (g = 980.6199 gals.).
 JU0576
 JU0576.The modeled gravity was interpolated from observed gravity values.
 JU0576
 JU0576;                    North         East    Units  Estimated Accuracy
 JU0576;SPC NJ       -    77,960.      136,460.      MT  (+/- 180 meters Scaled)
 JU0576
 JU0576                          SUPERSEDED SURVEY CONTROL
 JU0576
 JU0576  NGVD 29 (??/??/??)   14.715  (m)           48.28   (f) ADJUSTED    1 1
 JU0576
 JU0576.Superseded values are not recommended for survey control.
 JU0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0576.See file dsdata.txt to determine how the superseded data were derived.
 JU0576
 JU0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ294762(NAD 83)
 JU0576_MARKER: DB = BENCH MARK DISK
 JU0576_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0576_SP_SET: BRIDGE
 JU0576_STAMPING: D 57 1961
 JU0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0576
 JU0576  HISTORY     - Date     Condition        Report By
 JU0576  HISTORY     - 1961     MONUMENTED       CGS
 JU0576  HISTORY     - 1963     GOOD             CGS
 JU0576
 JU0576                          STATION DESCRIPTION
 JU0576
 JU0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0576'0.6 MI NW FROM EGG HARBOR CITY.
 JU0576'0.65 MILE NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 JU0576'OF STATE HIGHWAY 50 AT EGG HARBOR CITY, AT THE CONCRETE HIGHWAY
 JU0576'BRIDGE OVER LANDING CREEK, SET ON TOP OF THE WEST WING WALL,
 JU0576'30 FEET SOUTHWEST OF CENTERLINE OF SOUTHEAST-BOUND LANE OF
 JU0576'HIGHWAY, 18 FEET SOUTH OF POWER POLE H10292, AND ABOUT LEVEL
 JU0576'WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0411 ***********************************************************************
 JU0411  DESIGNATION -  D 58
 JU0411  PID         -  JU0411
 JU0411  STATE/COUNTY-  NJ/CAPE MAY
 JU0411  USGS QUAD   -  WOODBINE (1972)
 JU0411
 JU0411                         *CURRENT SURVEY CONTROL
 JU0411  ___________________________________________________________________
 JU0411* NAD 83(1986)-  39 08 13.     (N)    074 46 23.     (W)     SCALED    
 JU0411* NAVD 88     -         6.226  (meters)      20.43   (feet)  ADJUSTED  
 JU0411  ___________________________________________________________________
 JU0411  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 JU0411  DYNAMIC HT  -           6.223 (meters)      20.42  (feet)  COMP
 JU0411  MODELED GRAV-     980,073.6   (mgal)                       NAVD 88
 JU0411
 JU0411  VERT ORDER  -  FIRST     CLASS II
 JU0411
 JU0411.The horizontal coordinates were scaled from a topographic map and have
 JU0411.an estimated accuracy of +/- 6 seconds.
 JU0411
 JU0411.The orthometric height was determined by differential leveling
 JU0411.and adjusted by the National Geodetic Survey in June 1991..
 JU0411.WARNING-Repeat measurements at this control monument indicate possible
 JU0411.vertical movement.
 JU0411
 JU0411.The geoid height was determined by GEOID03.
 JU0411
 JU0411.The dynamic height is computed by dividing the NAVD 88
 JU0411.geopotential number by the normal gravity value computed on the
 JU0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0411.degrees latitude (g = 980.6199 gals.).
 JU0411
 JU0411.The modeled gravity was interpolated from observed gravity values.
 JU0411
 JU0411;                    North         East    Units  Estimated Accuracy
 JU0411;SPC NJ       -    33,740.      126,390.      MT  (+/- 180 meters Scaled)
 JU0411
 JU0411                          SUPERSEDED SURVEY CONTROL
 JU0411
 JU0411  NGVD 29 (04/16/92)    6.617  (m)           21.71   (f) ADJUSTED    1 2
 JU0411
 JU0411.Superseded values are not recommended for survey control.
 JU0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0411.See file dsdata.txt to determine how the superseded data were derived.
 JU0411
 JU0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ196319(NAD 83)
 JU0411_MARKER: DB = BENCH MARK DISK
 JU0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0411_STAMPING: D 58 1961
 JU0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0411+STABILITY: SURFACE MOTION
 JU0411
 JU0411  HISTORY     - Date     Condition        Report By
 JU0411  HISTORY     - 1961     MONUMENTED       CGS
 JU0411  HISTORY     - 1979     GOOD             NGS
 JU0411
 JU0411                          STATION DESCRIPTION
 JU0411
 JU0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0411'4.6 MI NE FROM CAPE MAY COURT HOUSE.
 JU0411'4.55 MILES NORTHEAST ON U.S. HIGHWAY 9 FROM THE COURT HOUSE IN
 JU0411'CAPE MAY COURT HOUSE, 60 FEET SOUTHWEST OF THE CENTER OF THE
 JU0411'DRIVE TO A HOUSE ON THE NORTHWEST SIDE OF HIGHWAY 9, 23 FEET
 JU0411'NORTHWEST OF THE CENTER LINE OF HIGHWAY 9, 3.5 FEET NORTHEAST OF
 JU0411'CABLE LINE POLE NO. 192 S AND 2.5 FEET SOUTHWEST OF POWER LINE
 JU0411'POLE ACE 1290.  SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU0411'2 INCHES.
 JU0411
 JU0411                          STATION RECOVERY (1979)
 JU0411
 JU0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU1001 ***********************************************************************
 JU1001  DESIGNATION -  D 59
 JU1001  PID         -  JU1001
 JU1001  STATE/COUNTY-  NJ/CUMBERLAND
 JU1001  USGS QUAD   -  CEDARVILLE (1992)
 JU1001
 JU1001                         *CURRENT SURVEY CONTROL
 JU1001  ___________________________________________________________________
 JU1001* NAD 83(1986)-  39 20 07.     (N)    075 08 41.     (W)     SCALED    
 JU1001* NAVD 88     -        21.971  (meters)      72.08   (feet)  ADJUSTED  
 JU1001  ___________________________________________________________________
 JU1001  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JU1001  DYNAMIC HT  -          21.959 (meters)      72.04  (feet)  COMP
 JU1001  MODELED GRAV-     980,113.8   (mgal)                       NAVD 88
 JU1001
 JU1001  VERT ORDER  -  SECOND    CLASS 0
 JU1001
 JU1001.The horizontal coordinates were scaled from a topographic map and have
 JU1001.an estimated accuracy of +/- 6 seconds.
 JU1001
 JU1001.The orthometric height was determined by differential leveling
 JU1001.and adjusted by the National Geodetic Survey in June 1991..
 JU1001
 JU1001.The geoid height was determined by GEOID03.
 JU1001
 JU1001.The dynamic height is computed by dividing the NAVD 88
 JU1001.geopotential number by the normal gravity value computed on the
 JU1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1001.degrees latitude (g = 980.6199 gals.).
 JU1001
 JU1001.The modeled gravity was interpolated from observed gravity values.
 JU1001
 JU1001;                    North         East    Units  Estimated Accuracy
 JU1001;SPC NJ       -    55,920.       94,420.      MT  (+/- 180 meters Scaled)
 JU1001
 JU1001                          SUPERSEDED SURVEY CONTROL
 JU1001
 JU1001  NGVD 29 (04/16/92)   22.302  (m)           73.17   (f) ADJUSTED    2 0
 JU1001
 JU1001.Superseded values are not recommended for survey control.
 JU1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1001.See file dsdata.txt to determine how the superseded data were derived.
 JU1001
 JU1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ875539(NAD 83)
 JU1001_MARKER: DB = BENCH MARK DISK
 JU1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1001_STAMPING: D 59 1961
 JU1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1001+STABILITY: SURFACE MOTION
 JU1001
 JU1001  HISTORY     - Date     Condition        Report By
 JU1001  HISTORY     - 1961     MONUMENTED       CGS
 JU1001  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 JU1001
 JU1001                          STATION DESCRIPTION
 JU1001
 JU1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU1001'3.1 MI NE FROM NEWPORT.
 JU1001'0.25 MILE NORTH ON THE NEWPORT TO MILLVILLE ROAD FROM THE NORTHEAST
 JU1001'CORNER OF THE CEMETARY IN NEWPORT THENCE 2.6 MILES NORTHEAST
 JU1001'ON THE NEWPORT TO MILLVILLE ROAD OR 6.45 MILES SOUTHWEST ON
 JU1001'THE MILLVILLE TO NEWPORT ROAD FROM THE JUNCTION OF MAIN AVENUE
 JU1001'AND CEDAR STREET IN MILLVILLE.  1.8 MILE NORTHEAST OF A RAILROAD
 JU1001'CROSSING, 0.35 MILE SOUTHWEST OF A SMALL HILL, 31.8 FEET NORTHWEST
 JU1001'OF THE CENTER LINE OF THE NEWPORT TO MILLVILLE ROAD AND 2 FEET
 JU1001'NORTHEAST OF A METAL WITNESS POST.  SET IN THE TOP OF A CONCRETE
 JU1001'POST PROJECTING 5 INCHES.
 JU1001
 JU1001                          STATION RECOVERY (1995)
 JU1001
 JU1001'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU1001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0863 ***********************************************************************
 KV0863  DESIGNATION -  D 6 RESET 1968
 KV0863  PID         -  KV0863
 KV0863  STATE/COUNTY-  NJ/OCEAN
 KV0863  USGS QUAD   -  POINT PLEASANT (1989)
 KV0863
 KV0863                         *CURRENT SURVEY CONTROL
 KV0863  ___________________________________________________________________
 KV0863* NAD 83(1986)-  40 02 13.     (N)    074 03 06.     (W)     SCALED    
 KV0863* NAVD 88     -         1.44   (meters)       4.7    (feet)  RESET     
 KV0863  ___________________________________________________________________
 KV0863  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV0863
 KV0863  VERT ORDER  -  THIRD
 KV0863
 KV0863.The horizontal coordinates were scaled from a topographic map and have
 KV0863.an estimated accuracy of +/- 6 seconds.
 KV0863
 KV0863.The orthometric height was computed from unverified reset data.
 KV0863
 KV0863.The geoid height was determined by GEOID03.
 KV0863
 KV0863;                    North         East    Units  Estimated Accuracy
 KV0863;SPC NJ       -   133,710.      188,260.      MT  (+/- 180 meters Scaled)
 KV0863
 KV0863                          SUPERSEDED SURVEY CONTROL
 KV0863
 KV0863  NGVD 29 (??/??/??)    1.83   (m)            6.0    (f) RESET       3  
 KV0863
 KV0863.Superseded values are not recommended for survey control.
 KV0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0863.See file dsdata.txt to determine how the superseded data were derived.
 KV0863
 KV0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK809322(NAD 83)
 KV0863_MARKER: DB = BENCH MARK DISK
 KV0863_SETTING: 0 = UNSPECIFIED SETTING
 KV0863_STAMPING: D 6 RESET 1968
 KV0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0863
 KV0863  HISTORY     - Date     Condition        Report By
 KV0863  HISTORY     - 1968     MONUMENTED       CGS
 KV0863  HISTORY     - 1987     GOOD             USPSQD
 KV0863  HISTORY     - 1987     GOOD             USPSQD
 KV0863  HISTORY     - 1990     GOOD             USPSQD
 KV0863
 KV0863                          STATION DESCRIPTION
 KV0863
 KV0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 KV0863'AT MANTOLOKING.
 KV0863'AT MANTOLOKING, NEAR THE INTERSECTION OF DOWNER AND BAY AVENUES,
 KV0863'AT THE MANTOLOKING CITY HALL AND FIRE STATION, AT THE
 KV0863'ENTRANCE ON THE SOUTH SIDE OF THE BUILDING, 32 FEET NORTH OF
 KV0863'THE CENTERLINE OF DOWNER AVENUE, 3 FEET SOUTHWEST OF THE
 KV0863'ENTRANCE, 2 FEET SOUTH OF THE SOUTH WALL AND ABOUT 3 FEET
 KV0863'ABOVE GROUND LEVEL.
 KV0863
 KV0863                          STATION RECOVERY (1987)
 KV0863
 KV0863'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0863'RECOVERED IN GOOD CONDITION.
 KV0863
 KV0863                          STATION RECOVERY (1987)
 KV0863
 KV0863'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0863'RECOVERED IN GOOD CONDITION.
 KV0863
 KV0863                          STATION RECOVERY (1990)
 KV0863
 KV0863'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0469 ***********************************************************************
 KV0469  DESIGNATION -  D 62
 KV0469  PID         -  KV0469
 KV0469  STATE/COUNTY-  NJ/BERGEN
 KV0469  USGS QUAD   -  WEEHAWKEN (1995)
 KV0469
 KV0469                         *CURRENT SURVEY CONTROL
 KV0469  ___________________________________________________________________
 KV0469* NAD 83(1986)-  40 49 03.     (N)    074 03 59.     (W)     SCALED    
 KV0469* NAVD 88     -         1.509  (meters)       4.95   (feet)  ADJUSTED  
 KV0469  ___________________________________________________________________
 KV0469  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KV0469  DYNAMIC HT  -           1.508 (meters)       4.95  (feet)  COMP
 KV0469  MODELED GRAV-     980,236.2   (mgal)                       NAVD 88
 KV0469
 KV0469  VERT ORDER  -  SECOND    CLASS 0
 KV0469
 KV0469.The horizontal coordinates were scaled from a topographic map and have
 KV0469.an estimated accuracy of +/- 6 seconds.
 KV0469
 KV0469.The orthometric height was determined by differential leveling
 KV0469.and adjusted by the National Geodetic Survey in June 1991..
 KV0469
 KV0469.The geoid height was determined by GEOID03.
 KV0469
 KV0469.The dynamic height is computed by dividing the NAVD 88
 KV0469.geopotential number by the normal gravity value computed on the
 KV0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0469.degrees latitude (g = 980.6199 gals.).
 KV0469
 KV0469.The modeled gravity was interpolated from observed gravity values.
 KV0469
 KV0469;                    North         East    Units  Estimated Accuracy
 KV0469;SPC NJ       -   220,370.      186,580.      MT  (+/- 180 meters Scaled)
 KV0469
 KV0469                          SUPERSEDED SURVEY CONTROL
 KV0469
 KV0469  NGVD 29 (??/??/??)    1.829  (m)            6.00   (f) ADJUSTED    2 0
 KV0469
 KV0469.Superseded values are not recommended for survey control.
 KV0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0469.See file dsdata.txt to determine how the superseded data were derived.
 KV0469
 KV0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL787189(NAD 83)
 KV0469_MARKER: DB = BENCH MARK DISK
 KV0469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0469_SP_SET: STEP
 KV0469_STAMPING: D 62 1962
 KV0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0469
 KV0469  HISTORY     - Date     Condition        Report By
 KV0469  HISTORY     - 1962     MONUMENTED       CGS
 KV0469
 KV0469                          STATION DESCRIPTION
 KV0469
 KV0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KV0469'2 MI SW FROM MOONACHIE.
 KV0469'1.95 MILE SOUTHWEST ON BERGEN COUNTY ROAD 43 (WASHINGTON AVENUE),
 KV0469'FROM THE MUNICIPAL BUILDING AT MOONACHIE.  SET IN A DRILL HOLE IN
 KV0469'THE TOP AND AT THE NORTHWEST EDGE OF THE 4TH SOLID CONCRETE STEP
 KV0469'AT THE SOUTHWEST ENTRANCE TO KRAMER BROTHERS FREIGHT LINES
 KV0469'BUILDING, ABOUT 70 YARDS EAST OF THE JUNCTION OF COUNTY ROAD 43
 KV0469'AND STATE ROAD 20, 144 FEET NORTHEAST OF THE CENTER LINE OF
 KV0469'PATERSON PLANK ROAD AND 2.5 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0712 ***********************************************************************
 JU0712  DESIGNATION -  D 63
 JU0712  PID         -  JU0712
 JU0712  STATE/COUNTY-  NJ/CAMDEN
 JU0712  USGS QUAD   -  RUNNEMEDE (1994)
 JU0712
 JU0712                         *CURRENT SURVEY CONTROL
 JU0712  ___________________________________________________________________
 JU0712* NAD 83(1986)-  39 49 46.     (N)    075 00 46.     (W)     SCALED    
 JU0712* NAVD 88     -        26.744  (meters)      87.74   (feet)  ADJUSTED  
 JU0712  ___________________________________________________________________
 JU0712  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU0712  DYNAMIC HT  -          26.732 (meters)      87.70  (feet)  COMP
 JU0712  MODELED GRAV-     980,170.2   (mgal)                       NAVD 88
 JU0712
 JU0712  VERT ORDER  -  FIRST     CLASS I
 JU0712
 JU0712.The horizontal coordinates were scaled from a topographic map and have
 JU0712.an estimated accuracy of +/- 6 seconds.
 JU0712
 JU0712.The orthometric height was determined by differential leveling
 JU0712.and adjusted by the National Geodetic Survey in June 1991..
 JU0712
 JU0712.The geoid height was determined by GEOID03.
 JU0712
 JU0712.The dynamic height is computed by dividing the NAVD 88
 JU0712.geopotential number by the normal gravity value computed on the
 JU0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0712.degrees latitude (g = 980.6199 gals.).
 JU0712
 JU0712.The modeled gravity was interpolated from observed gravity values.
 JU0712
 JU0712;                    North         East    Units  Estimated Accuracy
 JU0712;SPC NJ       -   110,710.      106,110.      MT  (+/- 180 meters Scaled)
 JU0712
 JU0712                          SUPERSEDED SURVEY CONTROL
 JU0712
 JU0712  NGVD 29 (??/??/??)   27.096  (m)           88.90   (f) ADJUSTED    1 1
 JU0712
 JU0712.Superseded values are not recommended for survey control.
 JU0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0712.See file dsdata.txt to determine how the superseded data were derived.
 JU0712
 JU0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK989088(NAD 83)
 JU0712_MARKER: DB = BENCH MARK DISK
 JU0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0712_STAMPING: D 63 1963
 JU0712_MARK LOGO: CGS   
 JU0712_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0712+STABILITY: SURFACE MOTION
 JU0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0712+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1995
 JU0712
 JU0712  HISTORY     - Date     Condition        Report By
 JU0712  HISTORY     - 1963     MONUMENTED       CGS
 JU0712  HISTORY     - 1964     GOOD             CGS
 JU0712  HISTORY     - 1968     GOOD             NJDCED
 JU0712  HISTORY     - 19950313 GOOD             NJGS
 JU0712  HISTORY     - 19950319 MARK NOT FOUND   USPSQD
 JU0712
 JU0712                          STATION DESCRIPTION
 JU0712
 JU0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0712'2 MI NW FROM CLEMENTON.
 JU0712'2.05 MILES NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0712'LINES FROM THE STATION AT CLEMENTON, ABOUT 2.95 MILES
 JU0712'SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE LINES FROM
 JU0712'THE OVERPASS OF THE NEW JERSEY TURNPIKE OVER THE RAILROAD AT
 JU0712'MAGNOLIA, AT THE STRATFORD WAITING STATION, AT MILEPOST 11, AT
 JU0712'THE CROSSING OF A PRIVATE ROAD, 75 1/2 FEET NORTHWEST OF THE
 JU0712'MILEPOST, 60 FEET EAST AND ACROSS TRACK FROM THE EAST CORNER OF
 JU0712'THE WAITING STATION, 42.5 FEET NORTH OF CENTER OF THE CROSSING,
 JU0712'27 FEET NORTHEAST OF NORTHEAST RAIL, 16 FEET NORTHWEST OF A
 JU0712'POLE SUPPORTING A RAILROAD CROSSING SIGN, 3 FEET SOUTHEAST OF A
 JU0712'TELEPHONE POLE, 1.5 FEET NORTHWEST OF A STEEL WITNESS POST, 1/2
 JU0712'FEET ABOVE LEVEL OF TRACK, AND SET IN THE TOP OF A CONCRETE
 JU0712'POST PROJECTING 2 INCHES.
 JU0712
 JU0712                          STATION RECOVERY (1968)
 JU0712
 JU0712'RECOVERY NOTE BY NJ CONS AND ECON DEV 1968
 JU0712'RECOVERED IN GOOD CONDITION.
 JU0712
 JU0712                          STATION RECOVERY (1995)
 JU0712
 JU0712'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0712'THE STATION IS LOCATED IN THE BOROUGH OF STRATFORD ON THE SOUTHWEST
 JU0712'SIDE OF EAST ATLANTIC AVENUE, COUNTY ROAD 727, ON THE NORTHEAST SIDE
 JU0712'OF THE NEW JERSEY TRANSIT RAILROAD RIGHT OF WAY, BETWEEN PRINCETON AND
 JU0712'UNION AVENUES AT A FORMER PRIVATE ROAD GRADE CROSSING.  TO REACH THE
 JU0712'STATION FROM THE SKEWED CROSSROADS INTERSECTION OF STONE ROAD AND EAST
 JU0712'ATLANTIC AVENUE, COUNTY ROAD 727, GO NORTHWEST ON EAST ATLANTIC AVENUE
 JU0712'FOR 0.65 MI (1.05 KM) TO THE STATION ON THE LEFT, PROJECTING ABOUT 0.2
 JU0712'FT (6.1 CM) ABOVE THE GROUND IN A CONSPICUOUS GRASS AREA EAST OF THE
 JU0712'TRACK.  THE STATION IS 154.5 FT (47.1 M) NORTH FROM THE CENTERLINE
 JU0712'EXTENDED OF UNION AVENUE, 43.5 FT (13.3 M) NORTHEAST FROM MILE POST
 JU0712'MARKER 11, 56.5 FT (17.2 M) SOUTHWEST FROM POLE NUMBER BT 18 SA, 20.5
 JU0712'FT (6.2 M) SOUTHWEST FROM A METAL POST FOR A WHISTLE STOP, 3 FT (0.9
 JU0712'M) SOUTH FROM A POLE WITH NO NUMBER AND IN RANGE WITH THE SOUTH WALL
 JU0712'OF A TWO STORY DUPLEX DWELLING, NUMBER 9
 JU0712
 JU0712                          STATION RECOVERY (1995)
 JU0712
 JU0712'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0521 ***********************************************************************
 JU0521  DESIGNATION -  D 64
 JU0521  PID         -  JU0521
 JU0521  STATE/COUNTY-  NJ/ATLANTIC
 JU0521  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0521
 JU0521                         *CURRENT SURVEY CONTROL
 JU0521  ___________________________________________________________________
 JU0521* NAD 83(1986)-  39 28 46.     (N)    074 34 49.     (W)     SCALED    
 JU0521* NAVD 88     -        20.436  (meters)      67.05   (feet)  ADJUSTED  
 JU0521  ___________________________________________________________________
 JU0521  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JU0521  DYNAMIC HT  -          20.426 (meters)      67.01  (feet)  COMP
 JU0521  MODELED GRAV-     980,127.7   (mgal)                       NAVD 88
 JU0521
 JU0521  VERT ORDER  -  FIRST     CLASS I
 JU0521
 JU0521.The horizontal coordinates were scaled from a topographic map and have
 JU0521.an estimated accuracy of +/- 6 seconds.
 JU0521
 JU0521.The orthometric height was determined by differential leveling
 JU0521.and adjusted by the National Geodetic Survey in June 1991..
 JU0521
 JU0521.The geoid height was determined by GEOID03.
 JU0521
 JU0521.The dynamic height is computed by dividing the NAVD 88
 JU0521.geopotential number by the normal gravity value computed on the
 JU0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0521.degrees latitude (g = 980.6199 gals.).
 JU0521
 JU0521.The modeled gravity was interpolated from observed gravity values.
 JU0521
 JU0521;                    North         East    Units  Estimated Accuracy
 JU0521;SPC NJ       -    71,730.      143,090.      MT  (+/- 180 meters Scaled)
 JU0521
 JU0521                          SUPERSEDED SURVEY CONTROL
 JU0521
 JU0521  NGVD 29 (??/??/??)   20.817  (m)           68.30   (f) ADJUSTED    1 1
 JU0521
 JU0521.Superseded values are not recommended for survey control.
 JU0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0521.See file dsdata.txt to determine how the superseded data were derived.
 JU0521
 JU0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ360700(NAD 83)
 JU0521_MARKER: DB = BENCH MARK DISK
 JU0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0521_STAMPING: D 64 1963
 JU0521_MARK LOGO: CGS   
 JU0521_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0521+STABILITY: SURFACE MOTION
 JU0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0521+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1995
 JU0521
 JU0521  HISTORY     - Date     Condition        Report By
 JU0521  HISTORY     - 1963     MONUMENTED       CGS
 JU0521  HISTORY     - 1964     GOOD             CGS
 JU0521  HISTORY     - 19950228 GOOD             NGS
 JU0521
 JU0521                          STATION DESCRIPTION
 JU0521
 JU0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0521'5 MI SE FROM EGG HARBOR CITY.
 JU0521'4.95 MILES SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0521'LINES FROM THE STATION AT EGG HARBOR CITY, ABOUT 0.2 MILE NORTHWEST
 JU0521'OF THE CROSSING OF MAYS LANDING ROAD AT POMONA, ABOUT 0.15 MILE
 JU0521'SOUTHWEST OF THE UNION CHURCH, AT A BLACK TOP ROAD CROSSING, 68
 JU0521'FEET SOUTHWEST OF THE WEST CORNER OF A TWO-STORY FRAME HOUSE THAT
 JU0521'IS SIDED WITH YELLOW SHINGLES, 30.5 FEET EAST OF CENTER OF THE
 JU0521'CROSSING, 15.6 FEET NORTH EAST OF THE NORTHEAST RAIL, 3 1/2
 JU0521'FEET SOUTHEAST OF A TELEPHONE POLE, 1.5 FEET NORTHWEST OF A STEEL
 JU0521'WITNESS POST, 2 1/2 FEET ABOVE LEVEL OF TRACK, AND SET IN THE
 JU0521'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JU0521
 JU0521                          STATION RECOVERY (1995)
 JU0521
 JU0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 JU0521'0.2 KM (0.10 MI) SOUTHWESTERLY ALONG COUNTY ROAD 575 FROM THE JUNCTION
 JU0521'OF U.S.  HIGHWAY 30 IN POMONA, THENCE 0.3 KM (0.20 MI) NORTHWESTERLY
 JU0521'ALONG THE PENNSYLVANIA, READING, AND SEASHORE RAILROAD, 20.7 M (67.9
 JU0521'FT) SOUTHWEST OF THE WEST CORNER OF A HOUSE, 9.3 M (30.5 FT) SOUTHEAST
 JU0521'OF THE CENTER OF GENOA AVENUE, 4.8 M (15.7 FT) NORTHEAST OF THE NEAR
 JU0521'RAIL, 1.1 M (3.6 FT) SOUTHEAST OF A UTILITY POLE, 0.5 M (1.6 FT)
 JU0521'NORTHWEST OF A WITNESS POST, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 JU0521'TRACKS, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 JU0521'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0298 ***********************************************************************
 JU0298  DESIGNATION -  D 65
 JU0298  PID         -  JU0298
 JU0298  STATE/COUNTY-  NJ/ATLANTIC
 JU0298  USGS QUAD   -  ATLANTIC CITY (1994)
 JU0298
 JU0298                         *CURRENT SURVEY CONTROL
 JU0298  ___________________________________________________________________
 JU0298* NAD 83(1986)-  39 22 03.     (N)    074 27 37.     (W)     SCALED    
 JU0298* NAVD 88     -         1.725  (meters)       5.66   (feet)  ADJUSTED  
 JU0298  ___________________________________________________________________
 JU0298  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JU0298  DYNAMIC HT  -           1.724 (meters)       5.66  (feet)  COMP
 JU0298  MODELED GRAV-     980,108.7   (mgal)                       NAVD 88
 JU0298
 JU0298  VERT ORDER  -  FIRST     CLASS I
 JU0298
 JU0298.The horizontal coordinates were scaled from a topographic map and have
 JU0298.an estimated accuracy of +/- 6 seconds.
 JU0298
 JU0298.The orthometric height was determined by differential leveling
 JU0298.and adjusted by the National Geodetic Survey in June 1991..
 JU0298
 JU0298.The geoid height was determined by GEOID03.
 JU0298
 JU0298.The dynamic height is computed by dividing the NAVD 88
 JU0298.geopotential number by the normal gravity value computed on the
 JU0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0298.degrees latitude (g = 980.6199 gals.).
 JU0298
 JU0298.The modeled gravity was interpolated from observed gravity values.
 JU0298
 JU0298;                    North         East    Units  Estimated Accuracy
 JU0298;SPC NJ       -    59,300.      153,420.      MT  (+/- 180 meters Scaled)
 JU0298
 JU0298                          SUPERSEDED SURVEY CONTROL
 JU0298
 JU0298  NGVD 29 (01/10/92)    2.122  (m)            6.96   (f) ADJUSTED    1 1
 JU0298
 JU0298.Superseded values are not recommended for survey control.
 JU0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0298.See file dsdata.txt to determine how the superseded data were derived.
 JU0298
 JU0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ464576(NAD 83)
 JU0298_MARKER: DB = BENCH MARK DISK
 JU0298_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JU0298+WITH SETTING: INTO GROUND
 JU0298_SP_SET: 56 FEET
 JU0298_STAMPING: D 65 1963
 JU0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0298+STABILITY: SURFACE MOTION
 JU0298
 JU0298  HISTORY     - Date     Condition        Report By
 JU0298  HISTORY     - 1963     MONUMENTED       CGS
 JU0298  HISTORY     - 1964     GOOD             CGS
 JU0298  HISTORY     - 1979     GOOD             NGS
 JU0298
 JU0298                          STATION DESCRIPTION
 JU0298
 JU0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0298'1 MI NW FROM ATLANTIC CITY.
 JU0298'0.95 MILE NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0298'RAILROAD FROM THE STATION AT ATLANTIC CITY, ABOUT 0.1 MILE
 JU0298'NORTHWEST OF MILEPOST 57, 89 FEET SOUTHEAST OF A SWITCH STAND,
 JU0298'25.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.5 FEET SOUTHWEST OF
 JU0298'A STEEL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IS A DISK
 JU0298'ON TOP OF A COPPER COATED STEEL ROD PROJECTING 1 INCH ABOVE THE
 JU0298'LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH TILE WHICH PROJECTS
 JU0298'4 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 JU0298'A DEPTH OF 56 FEET.
 JU0298
 JU0298                          STATION RECOVERY (1979)
 JU0298
 JU0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0298'NOTE--.5 FOOT SOUTHWEST OF A 4 FOOT WIRE FENCE ALONG THE ATLANTIC
 JU0298'CITY EXPRESSWAY, 140 FEET SOUTHEAST OF THE CENTER OF A 6 FOOT
 JU0298'CHAIN LINK GATE FOR ACCESS ROAD TO THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4278 ***********************************************************************
 JU4278  DESIGNATION -  D 66 RESET
 JU4278  PID         -  JU4278
 JU4278  STATE/COUNTY-  NJ/ATLANTIC
 JU4278  USGS QUAD   -  NEW GRETNA (1977)
 JU4278
 JU4278                         *CURRENT SURVEY CONTROL
 JU4278  ___________________________________________________________________
 JU4278* NAD 83(1986)-  39 33 20.     (N)    074 27 48.     (W)     SCALED    
 JU4278* NAVD 88     -        10.34   (meters)      33.9    (feet)  RESET     
 JU4278  ___________________________________________________________________
 JU4278  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 JU4278
 JU4278  VERT ORDER  -  THIRD
 JU4278
 JU4278.The horizontal coordinates were scaled from a topographic map and have
 JU4278.an estimated accuracy of +/- 6 seconds.
 JU4278
 JU4278.The orthometric height was computed from unverified reset data.
 JU4278.No vertical observational check was made to the station.
 JU4278
 JU4278.The geoid height was determined by GEOID03.
 JU4278
 JU4278;                    North         East    Units  Estimated Accuracy
 JU4278;SPC NJ       -    80,170.      153,150.      MT  (+/- 180 meters Scaled)
 JU4278
 JU4278                          SUPERSEDED SURVEY CONTROL
 JU4278
 JU4278  NGVD 29 (01/16/01)   10.73   (m)           35.2    (f) RESET       3  
 JU4278
 JU4278.Superseded values are not recommended for survey control.
 JU4278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4278.See file dsdata.txt to determine how the superseded data were derived.
 JU4278
 JU4278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ461785(NAD 83)
 JU4278_MARKER: DV = VERTICAL CONTROL DISK
 JU4278_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU4278_SP_SET: BRIDGE ABUTMENT
 JU4278_STAMPING: D 66 RESET 1987
 JU4278_MARK LOGO: NGS   
 JU4278_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4278
 JU4278  HISTORY     - Date     Condition        Report By
 JU4278  HISTORY     - 1987     MONUMENTED       NJGS
 JU4278
 JU4278                          STATION DESCRIPTION
 JU4278
 JU4278'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1987
 JU4278'SET VERTICALLY IN THE EASTERN FACE OF THE GARDEN STATE PARKWAY BRIDGE
 JU4278'OVER THE MULLICA RIVER, AT THE SOUTHEAST CORNER OF THE BRIDGE, 3.5
 JU4278'FEET (1.1 M) BELOW THE BRIDGE DECK, 11 FEET (3.4 M) NORTH OF THE
 JU4278'SOUTH END OF THE BRIDGE.  SOMEWHAT DIFFICULT TO USE, AS THE BANK
 JU4278'DROPS OFF STEEPLY TOWARDS THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0150 ***********************************************************************
 JU0150  DESIGNATION -  D 67
 JU0150  PID         -  JU0150
 JU0150  STATE/COUNTY-  NJ/OCEAN
 JU0150  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0150
 JU0150                         *CURRENT SURVEY CONTROL
 JU0150  ___________________________________________________________________
 JU0150* NAD 83(1986)-  39 40 25.     (N)    074 09 22.     (W)     SCALED    
 JU0150* NAVD 88     -         1.362  (meters)       4.47   (feet)  ADJUSTED  
 JU0150  ___________________________________________________________________
 JU0150  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JU0150  DYNAMIC HT  -           1.362 (meters)       4.47  (feet)  COMP
 JU0150  MODELED GRAV-     980,154.0   (mgal)                       NAVD 88
 JU0150
 JU0150  VERT ORDER  -  FIRST     CLASS II
 JU0150
 JU0150.The horizontal coordinates were scaled from a topographic map and have
 JU0150.an estimated accuracy of +/- 6 seconds.
 JU0150
 JU0150.The orthometric height was determined by differential leveling
 JU0150.and adjusted by the National Geodetic Survey in March 2005..
 JU0150
 JU0150.The geoid height was determined by GEOID03.
 JU0150
 JU0150.The dynamic height is computed by dividing the NAVD 88
 JU0150.geopotential number by the normal gravity value computed on the
 JU0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0150.degrees latitude (g = 980.6199 gals.).
 JU0150
 JU0150.The modeled gravity was interpolated from observed gravity values.
 JU0150
 JU0150;                    North         East    Units  Estimated Accuracy
 JU0150;SPC NJ       -    93,340.      179,500.      MT  (+/- 180 meters Scaled)
 JU0150
 JU0150                          SUPERSEDED SURVEY CONTROL
 JU0150
 JU0150  NAVD 88 (06/15/91)    1.370  (m)            4.49   (f) UNKNOWN     1 1
 JU0150  NGVD 29 (??/??/??)    1.753  (m)            5.75   (f) ADJUSTED    1 1
 JU0150
 JU0150.Superseded values are not recommended for survey control.
 JU0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0150.See file dsdata.txt to determine how the superseded data were derived.
 JU0150
 JU0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ723918(NAD 83)
 JU0150_MARKER: DB = BENCH MARK DISK
 JU0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0150_STAMPING: D 67 1964
 JU0150_MARK LOGO: CGS   
 JU0150_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0150+STABILITY: SURFACE MOTION
 JU0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0150+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 JU0150
 JU0150  HISTORY     - Date     Condition        Report By
 JU0150  HISTORY     - 1964     MONUMENTED       CGS
 JU0150  HISTORY     - 1984     GOOD             USPSQD
 JU0150  HISTORY     - 1987     GOOD             USPSQD
 JU0150  HISTORY     - 20010606 GOOD             NJGS
 JU0150
 JU0150                          STATION DESCRIPTION
 JU0150
 JU0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0150'AT NORTH BEACH.
 JU0150'ON LONG BEACH ISLAND, AT NORTH BEACH, ABOUT 1.0 MILE NORTHEAST
 JU0150'ALONG LONG BEACH BOULEVARD FROM THE SURF CITY BOROUGH HALL, NEAR
 JU0150'THE JUNCTION OF STARBOARD STREET, 79.0 FEET NORTHEAST OF THE
 JU0150'EXTENDED CENTER LINE OF STARBOARD STREET, 27.5 FEET SOUTHEAST
 JU0150'OF THE CENTER LINE OF THE NORTHEAST-BOUND LANE OF LONG BEACH
 JU0150'BOULEVARD, 19.4 FEET NORTH-NORTHWEST OF THE NORTH CORNER OF THE
 JU0150'RESIDENCE OF C.A. SUTTER, 2.5 FEET WEST OF THE NORTH CORNER OF
 JU0150'FENCE AROUND HOUSE, 28.5 FEET SOUTH-SOUTHWEST OF A FIRE HYDRANT,
 JU0150'7 1/2 FEET SOUTH-SOUTHEAST OF POWER POLE 8051, ABOUT LEVEL WITH
 JU0150'THE BOULEVARD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU0150'0.1 FOOT.
 JU0150
 JU0150                          STATION RECOVERY (1984)
 JU0150
 JU0150'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0150'NOTE:- MARK NOW ABOUT 1 FT. BELOW GROUND LEVEL.
 JU0150
 JU0150                          STATION RECOVERY (1987)
 JU0150
 JU0150'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0150'RECOVERED IN GOOD CONDITION.
 JU0150
 JU0150                          STATION RECOVERY (2001)
 JU0150
 JU0150'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0150'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS
 JU0150'LOCATED IN LONG BEACH TOWNSHIP IN THE COMMUNITY OF NORTH BEACH ON THE
 JU0150'SOUTHEAST SIDE OF LONG BEACH BOULEVARD.  TO REACH THE STATION FROM THE
 JU0150'INTERSECTION OF THE WESTBOUND LANES OF STATE ROUTE 72 AND LONG BEACH
 JU0150'BOULEVARD IN THE BOROUGH OF SHIP BOTTOM, GO NORTHEAST ON LONG BEACH
 JU0150'BOULEVARD FOR 1.95 MI (3.14 KM) TO THE STATION ON THE RIGHT, SET ABOUT
 JU0150'0.25 M (0.82 FT) BELOW THE GROUND.  THE STATION IS 7.9 M (25.9 FT)
 JU0150'EAST SOUTHEAST FROM THE CENTERLINE OF THE NORTHBOUND LANES OF LONG
 JU0150'BEACH BOULEVARD, 2.3 M (7.5 FT) SOUTHEAST FROM WOOD UTILITY POLE
 JU0150'NUMBER T8051, 8.8 M (28.9 FT) SOUTH FROM A FIRE HYDRANT, 4.4 M (14.4
 JU0150'FT) SOUTHWEST FROM THE CENTERLINE OF A DIRT DRIVE FOR BEACH ACCESS
 JU0150'BETWEEN HOUSE NUMBERS 1029A AND 1031, 17.8 M (58.4 FT) NORTH NORTHWEST
 JU0150'FROM THE NORTH CORNER OF A ONE AND ONE HALF STORY FRAME DWELLING,
 JU0150'HOUSE NUMBER 1029A AND 0.75 M (2.46 FT) SOUTHWEST FROM A METAL WITNESS
 JU0150'POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0058 ***********************************************************************
 JU0058  DESIGNATION -  D 68
 JU0058  PID         -  JU0058
 JU0058  STATE/COUNTY-  NJ/OCEAN
 JU0058  USGS QUAD   -  FORKED RIVER (1989)
 JU0058
 JU0058                         *CURRENT SURVEY CONTROL
 JU0058  ___________________________________________________________________
 JU0058* NAD 83(1986)-  39 49 41.     (N)    074 12 04.     (W)     SCALED    
 JU0058* NAVD 88     -         2.227  (meters)       7.31   (feet)  ADJUSTED  
 JU0058  ___________________________________________________________________
 JU0058  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU0058  DYNAMIC HT  -           2.226 (meters)       7.30  (feet)  COMP
 JU0058  MODELED GRAV-     980,167.2   (mgal)                       NAVD 88
 JU0058
 JU0058  VERT ORDER  -  FIRST     CLASS I
 JU0058
 JU0058.The horizontal coordinates were scaled from a topographic map and have
 JU0058.an estimated accuracy of +/- 6 seconds.
 JU0058
 JU0058.The orthometric height was determined by differential leveling
 JU0058.and adjusted by the National Geodetic Survey in June 1991..
 JU0058
 JU0058.The geoid height was determined by GEOID03.
 JU0058
 JU0058.The dynamic height is computed by dividing the NAVD 88
 JU0058.geopotential number by the normal gravity value computed on the
 JU0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0058.degrees latitude (g = 980.6199 gals.).
 JU0058
 JU0058.The modeled gravity was interpolated from observed gravity values.
 JU0058
 JU0058;                    North         East    Units  Estimated Accuracy
 JU0058;SPC NJ       -   110,470.      175,590.      MT  (+/- 180 meters Scaled)
 JU0058
 JU0058                          SUPERSEDED SURVEY CONTROL
 JU0058
 JU0058  NGVD 29 (04/16/92)    2.600  (m)            8.53   (f) ADJUSTED    1 1
 JU0058
 JU0058.Superseded values are not recommended for survey control.
 JU0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0058.See file dsdata.txt to determine how the superseded data were derived.
 JU0058
 JU0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK683089(NAD 83)
 JU0058_MARKER: DB = BENCH MARK DISK
 JU0058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0058_SP_SET: BRIDGE
 JU0058_STAMPING: D 68 1964
 JU0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0058
 JU0058  HISTORY     - Date     Condition        Report By
 JU0058  HISTORY     - 1964     MONUMENTED       CGS
 JU0058  HISTORY     - 1979     GOOD             NGS
 JU0058  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0058  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0058
 JU0058                          STATION DESCRIPTION
 JU0058
 JU0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0058'0.8 MI SW FROM FORKED RIVER.
 JU0058'ABOUT 0.8 MILE SOUTHWEST AND SOUTH ALONG U.S. HIGHWAY 9 FROM THE
 JU0058'POST OFFICE AT FORKED RIVER, SET IN THE TOP AT THE SOUTHEAST
 JU0058'END OF THE NORTHEAST CONCRETE ABUTMENT OF A 23 FOOT BRIDGE OVER
 JU0058'THE MIDDLE BRANCH OF FORKED RIVER, 24.0 FEET SOUTHEAST OF THE
 JU0058'CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 JU0058
 JU0058                          STATION RECOVERY (1979)
 JU0058
 JU0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0058'RECOVERED IN GOOD CONDITION.
 JU0058
 JU0058                          STATION RECOVERY (1985)
 JU0058
 JU0058'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0058'MARK NOT FOUND.
 JU0058
 JU0058                          STATION RECOVERY (1987)
 JU0058
 JU0058'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0008 ***********************************************************************
 JU0008  DESIGNATION -  D 69
 JU0008  PID         -  JU0008
 JU0008  STATE/COUNTY-  NJ/OCEAN
 JU0008  USGS QUAD   -  SEASIDE PARK (1989)
 JU0008
 JU0008                         *CURRENT SURVEY CONTROL
 JU0008  ___________________________________________________________________
 JU0008* NAD 83(1986)-  39 58 06.     (N)    074 04 09.     (W)     SCALED    
 JU0008* NAVD 88     -         2.503  (meters)       8.21   (feet)  ADJUSTED  
 JU0008  ___________________________________________________________________
 JU0008  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU0008  DYNAMIC HT  -           2.502 (meters)       8.21  (feet)  COMP
 JU0008  MODELED GRAV-     980,163.1   (mgal)                       NAVD 88
 JU0008
 JU0008  VERT ORDER  -  FIRST     CLASS I
 JU0008
 JU0008.The horizontal coordinates were scaled from a topographic map and have
 JU0008.an estimated accuracy of +/- 6 seconds.
 JU0008
 JU0008.The orthometric height was determined by differential leveling
 JU0008.and adjusted by the National Geodetic Survey in June 1991..
 JU0008
 JU0008.The geoid height was determined by GEOID03.
 JU0008
 JU0008.The dynamic height is computed by dividing the NAVD 88
 JU0008.geopotential number by the normal gravity value computed on the
 JU0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0008.degrees latitude (g = 980.6199 gals.).
 JU0008
 JU0008.The modeled gravity was interpolated from observed gravity values.
 JU0008
 JU0008;                    North         East    Units  Estimated Accuracy
 JU0008;SPC NJ       -   126,090.      186,800.      MT  (+/- 180 meters Scaled)
 JU0008
 JU0008                          SUPERSEDED SURVEY CONTROL
 JU0008
 JU0008  NGVD 29 (04/16/92)    2.850  (m)            9.35   (f) ADJUSTED    1 1
 JU0008
 JU0008.Superseded values are not recommended for survey control.
 JU0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0008.See file dsdata.txt to determine how the superseded data were derived.
 JU0008
 JU0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK794246(NAD 83)
 JU0008_MARKER: DB = BENCH MARK DISK
 JU0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0008_SP_SET: BUILDING
 JU0008_STAMPING: D 69 1964
 JU0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0008
 JU0008  HISTORY     - Date     Condition        Report By
 JU0008  HISTORY     - 1964     MONUMENTED       CGS
 JU0008  HISTORY     - 1979     GOOD             NGS
 JU0008  HISTORY     - 1983     GOOD             NJGS
 JU0008  HISTORY     - 1984     GOOD             USPSQD
 JU0008  HISTORY     - 1987     GOOD             USPSQD
 JU0008  HISTORY     - 1987     GOOD             USPSQD
 JU0008  HISTORY     - 1990     GOOD             USPSQD
 JU0008
 JU0008                          STATION DESCRIPTION
 JU0008
 JU0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0008'AT LAVALLETTE.
 JU0008'AT LAVALLETTE, ALONG GRAND CENTRAL AVENUE (STATE HIGHWAY 35),
 JU0008'AT THE INTERSECTION OF BROOKLYN AVENUE, AT THE MUNICIPAL
 JU0008'BUILDING, 30 FEET WEST OF THE CENTER LINE OF GRAND CENTRAL
 JU0008'AVENUE, 32 FEET NORTH OF THE NORTH CURB OF BROOKLYN AVENUE,
 JU0008'1.0 FOOT NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, ABOUT
 JU0008'2 FEET ABOVE THE LEVEL OF GRAND CENTRAL AVENUE, 3.0 FEET ABOVE
 JU0008'THE GROUND AND SET VERTICALLY IN THE EAST BRICK WALL OF THE
 JU0008'BUILDING.
 JU0008
 JU0008                          STATION RECOVERY (1979)
 JU0008
 JU0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0008'RECOVERED IN GOOD CONDITION.
 JU0008
 JU0008                          STATION RECOVERY (1983)
 JU0008
 JU0008'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1983
 JU0008'RECOVERED IN GOOD CONDITION.
 JU0008
 JU0008                          STATION RECOVERY (1984)
 JU0008
 JU0008'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0008'MARK LOCATED IN EAST WALL OF LAVALLETTE MUNICIPAL BUILDING. BUILDING
 JU0008'HAS BEEN RESURUACED WITH MORTAR AND PEBBLEE BUT SMALL CIRCULAR AREA
 JU0008'SHOWING MARK HAS BEEN LEFT UNCOVERED.
 JU0008
 JU0008                          STATION RECOVERY (1987)
 JU0008
 JU0008'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0008'RECOVERED IN GOOD CONDITION.
 JU0008
 JU0008                          STATION RECOVERY (1987)
 JU0008
 JU0008'RECOVERY NOTE BY US POWER SQUADRON 1987 (JFH)
 JU0008'RECOVERED IN GOOD CONDITION.
 JU0008
 JU0008                          STATION RECOVERY (1990)
 JU0008
 JU0008'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 JU0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0141 ***********************************************************************
 JU0141  DESIGNATION -  D 7
 JU0141  PID         -  JU0141
 JU0141  STATE/COUNTY-  NJ/OCEAN
 JU0141  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0141
 JU0141                         *CURRENT SURVEY CONTROL
 JU0141  ___________________________________________________________________
 JU0141* NAD 83(1986)-  39 39 21.     (N)    074 11 09.     (W)     SCALED    
 JU0141* NAVD 88     -         1.093  (meters)       3.59   (feet)  ADJUSTED  
 JU0141  ___________________________________________________________________
 JU0141  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JU0141  DYNAMIC HT  -           1.092 (meters)       3.58  (feet)  COMP
 JU0141  MODELED GRAV-     980,152.7   (mgal)                       NAVD 88
 JU0141
 JU0141  VERT ORDER  -  FIRST     CLASS I
 JU0141
 JU0141.The horizontal coordinates were scaled from a topographic map and have
 JU0141.an estimated accuracy of +/- 6 seconds.
 JU0141
 JU0141.The orthometric height was determined by differential leveling
 JU0141.and adjusted by the National Geodetic Survey in April 1997..
 JU0141.WARNING-Repeat measurements at this control monument indicate possible
 JU0141.vertical movement.
 JU0141
 JU0141.The geoid height was determined by GEOID03.
 JU0141
 JU0141.The dynamic height is computed by dividing the NAVD 88
 JU0141.geopotential number by the normal gravity value computed on the
 JU0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0141.degrees latitude (g = 980.6199 gals.).
 JU0141
 JU0141.The modeled gravity was interpolated from observed gravity values.
 JU0141
 JU0141;                    North         East    Units  Estimated Accuracy
 JU0141;SPC NJ       -    91,350.      176,960.      MT  (+/- 180 meters Scaled)
 JU0141
 JU0141                          SUPERSEDED SURVEY CONTROL
 JU0141
 JU0141  NAVD 88 (06/15/91)    1.121  (m)            3.68   (f) UNKNOWN     1 1
 JU0141  NGVD 29 (??/??/??)    1.504  (m)            4.93   (f) ADJUSTED    1 1
 JU0141
 JU0141.Superseded values are not recommended for survey control.
 JU0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0141.See file dsdata.txt to determine how the superseded data were derived.
 JU0141
 JU0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ698898(NAD 83)
 JU0141_MARKER: DB = BENCH MARK DISK
 JU0141_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0141+WITH SETTING: PAVEMENT
 JU0141_SP_SET: SEMAPHORE BASE BLOCK
 JU0141_STAMPING: D 7 1930 5.184
 JU0141_MARK LOGO: CGS   
 JU0141_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0141+STABILITY: SURFACE MOTION
 JU0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0141+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2004
 JU0141
 JU0141  HISTORY     - Date     Condition        Report By
 JU0141  HISTORY     - 1930     MONUMENTED       CGS
 JU0141  HISTORY     - 1964     GOOD             CGS
 JU0141  HISTORY     - 1988     GOOD             USPSQD
 JU0141  HISTORY     - 19950131 GOOD             NJGS
 JU0141  HISTORY     - 19960709 GOOD             NJGS
 JU0141  HISTORY     - 20040722 GOOD             NJDEP
 JU0141
 JU0141                          STATION DESCRIPTION
 JU0141
 JU0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0141'1.1 MI NW FROM SHIP BOTTOM.
 JU0141'ABOUT 0.4 MILE NORTHEAST ALONG LONG BEACH BOULEVARD FROM THE CITY
 JU0141'HALL AT SHIP BOTTOM, THENCE ABOUT 0.65 MILE NORTHWEST ALONG STATE
 JU0141'HIGHWAY 72, THENCE ABOUT 0.05 MILE NORTHEAST CROSS-COUNTRY, ON
 JU0141'CEDAR BONNET ISLAND, 445.0 FEET NORTHEAST OF THE CENTER LINE OF
 JU0141'THE NORTHWEST-BOUND LANE OF THE HIGHWAY, 49 FEET SOUTHWEST OF THE
 JU0141'CENTER NORTHEASTERN MOST GRAVELED ROAD ON ISLAND, 28.0 FEET
 JU0141'EAST OF THE EAST CORNER OF J.E. RUNYONS HOUSE, SET IN THE TOP AT
 JU0141'THE EAST CORNER OF A 2 1/2-BY-4 1/2 FOOT CONCRETE BLOCK WHICH WAS
 JU0141'AT ONE TIME A SEMAPHORE BASE AND ABOUT 1 1/2 FEET ABOVE THE LEVEL
 JU0141'OF THE GRAVEL ROAD.
 JU0141
 JU0141                          STATION RECOVERY (1988)
 JU0141
 JU0141'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU0141'RECOVERED IN GOOD CONDITION.
 JU0141
 JU0141                          STATION RECOVERY (1995)
 JU0141
 JU0141'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0141'RECOVERED AS DESCRIBED.
 JU0141
 JU0141                          STATION RECOVERY (1996)
 JU0141
 JU0141'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU0141'THE STATION IS LOCATED IN STAFFORD TOWNSHIP ON CEDAR BONNET ISLAND. TO
 JU0141'REACH THE STATION FROM THE INTERSECTION OF 8TH STREET, THE WESTBOUND
 JU0141'LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE BOROUGH OF
 JU0141'SHIP BOTTOM, GO NORTHWEST ON STATE ROUTE 72 FOR 0.75 MI (1.21 KM) TO A
 JU0141'SIDE ROAD ON THE RIGHT LEADING TO BAY AVENUE, JUST BEYOND THE FIRST OF
 JU0141'FOUR HIGHWAY BRIDGES SPANNING THE MANAHAWKIN BAY.  TURN RIGHT AND GO
 JU0141'EAST ON BAY AVENUE FOR ABOUT 45 M (147.6 FT) TO A SHARP LEFT TURN AT A
 JU0141'METAL GUIDE RAIL FOR A BARRICADE AT THE FORMER BRIDGE SITE.  TURN LEFT
 JU0141'AND CONTINUE NORTHEAST ON BAY AVENUE FOR ABOUT 65 M (213.3 FT) TO THE
 JU0141'TEE JUNCTION WITH 2ND AVENUE.  TURN LEFT AND GO NORTHWEST ON 2ND
 JU0141'AVENUE FOR ABOUT 50 M (164.0 FT) TO THE STATION ON THE RIGHT, SET
 JU0141'FLUSH IN THE TOP OF THE EAST CORNER OF A LARGE CONCRETE BLOCK FOR A
 JU0141'FORMER SEMAPHORE BASE, IN THE REAR YARD OF HOUSE NUMBER 2552.  THE
 JU0141'STATION IS 74.5 FT (22.7 M) NORTHEAST FROM THE CENTERLINE OF 2ND
 JU0141'AVENUE, 47.0 FT (14.3 M) SOUTHWEST FROM THE CENTERLINE OF RAILROAD
 JU0141'AVENUE AND 19.6 FT (6.0 M) NORTHEAST FROM THE SOUTHEAST CORNER OF THE
 JU0141'HOUSE.
 JU0141
 JU0141                          STATION RECOVERY (2004)
 JU0141
 JU0141'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2004 (WM)
 JU0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0813 ***********************************************************************
 KU0813  DESIGNATION -  D 70
 KU0813  PID         -  KU0813
 KU0813  STATE/COUNTY-  NJ/MONMOUTH
 KU0813  USGS QUAD   -  LONG BRANCH (1981)
 KU0813
 KU0813                         *CURRENT SURVEY CONTROL
 KU0813  ___________________________________________________________________
 KU0813* NAD 83(1986)-  40 17 05.     (N)    073 59 20.     (W)     SCALED    
 KU0813* NAVD 88     -         7.922  (meters)      25.99   (feet)  ADJUSTED  
 KU0813  ___________________________________________________________________
 KU0813  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KU0813  DYNAMIC HT  -           7.919 (meters)      25.98  (feet)  COMP
 KU0813  MODELED GRAV-     980,175.1   (mgal)                       NAVD 88
 KU0813
 KU0813  VERT ORDER  -  FIRST     CLASS I
 KU0813
 KU0813.The horizontal coordinates were scaled from a topographic map and have
 KU0813.an estimated accuracy of +/- 6 seconds.
 KU0813
 KU0813.The orthometric height was determined by differential leveling
 KU0813.and adjusted by the National Geodetic Survey in June 1991..
 KU0813
 KU0813.The geoid height was determined by GEOID03.
 KU0813
 KU0813.The dynamic height is computed by dividing the NAVD 88
 KU0813.geopotential number by the normal gravity value computed on the
 KU0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0813.degrees latitude (g = 980.6199 gals.).
 KU0813
 KU0813.The modeled gravity was interpolated from observed gravity values.
 KU0813
 KU0813;                    North         East    Units  Estimated Accuracy
 KU0813;SPC NJ       -   161,250.      193,460.      MT  (+/- 180 meters Scaled)
 KU0813
 KU0813                          SUPERSEDED SURVEY CONTROL
 KU0813
 KU0813  NGVD 29 (04/16/92)    8.248  (m)           27.06   (f) ADJUSTED    1 1
 KU0813
 KU0813.Superseded values are not recommended for survey control.
 KU0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0813.See file dsdata.txt to determine how the superseded data were derived.
 KU0813
 KU0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK859598(NAD 83)
 KU0813_MARKER: DB = BENCH MARK DISK
 KU0813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0813_SP_SET: CONCRETE BASE
 KU0813_STAMPING: D 70 1964
 KU0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0813
 KU0813  HISTORY     - Date     Condition        Report By
 KU0813  HISTORY     - 1964     MONUMENTED       CGS
 KU0813  HISTORY     - 19920521 MARK NOT FOUND   USPSQD
 KU0813
 KU0813                          STATION DESCRIPTION
 KU0813
 KU0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KU0813'AT WEST END.
 KU0813'AT WEST END, ON PROPERTY OWNED BY THE MONMOUTH COUNTY NATIONAL
 KU0813'BANK, PERMISSION WAS GRANTED BY THE PRESIDENT OF THE BANK,
 KU0813'74.0 FEET EAST OF THE EAST RAIL OF THE NORTH BOUND TRACK, 50.0
 KU0813'FEET SOUTH OF THE SOUTHWEST CORNER OF BANK, 16.5 FEET NORTH OF
 KU0813'A CURB, ABOUT LEVEL WITH THE GROUND AND IS SET IN THE TOP OF
 KU0813'A CONCRETE BASE WHICH HOLDS THE FLAGPOLE.  NOTE-- THIS MARK CAN
 KU0813'ALSO BE REACHED BY GOING SOUTH ALONG THE PENNSYLVANIA RAILROAD
 KU0813'FROM THE STATION FOR 0.95 MILE.
 KU0813
 KU0813                          STATION RECOVERY (1992)
 KU0813
 KU0813'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2098 ***********************************************************************
 KU2098  DESIGNATION -  D 70 RESET 1969
 KU2098  PID         -  KU2098
 KU2098  STATE/COUNTY-  NJ/MONMOUTH
 KU2098  USGS QUAD   -  LONG BRANCH (1981)
 KU2098
 KU2098                         *CURRENT SURVEY CONTROL
 KU2098  ___________________________________________________________________
 KU2098* NAD 83(1986)-  40 17 03.     (N)    073 59 21.     (W)     SCALED    
 KU2098* NAVD 88     -         7.846  (meters)      25.74   (feet)  ADJUSTED  
 KU2098  ___________________________________________________________________
 KU2098  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KU2098  DYNAMIC HT  -           7.842 (meters)      25.73  (feet)  COMP
 KU2098  MODELED GRAV-     980,175.1   (mgal)                       NAVD 88
 KU2098
 KU2098  VERT ORDER  -  FIRST     CLASS II
 KU2098
 KU2098.The horizontal coordinates were scaled from a topographic map and have
 KU2098.an estimated accuracy of +/- 6 seconds.
 KU2098
 KU2098.The orthometric height was determined by differential leveling
 KU2098.and adjusted by the National Geodetic Survey in June 1991..
 KU2098
 KU2098.The geoid height was determined by GEOID03.
 KU2098
 KU2098.The dynamic height is computed by dividing the NAVD 88
 KU2098.geopotential number by the normal gravity value computed on the
 KU2098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU2098.degrees latitude (g = 980.6199 gals.).
 KU2098
 KU2098.The modeled gravity was interpolated from observed gravity values.
 KU2098
 KU2098;                    North         East    Units  Estimated Accuracy
 KU2098;SPC NJ       -   161,190.      193,440.      MT  (+/- 180 meters Scaled)
 KU2098
 KU2098                          SUPERSEDED SURVEY CONTROL
 KU2098
 KU2098  NGVD 29 (01/10/92)    8.172  (m)           26.81   (f) ADJUSTED    1 2
 KU2098
 KU2098.Superseded values are not recommended for survey control.
 KU2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2098.See file dsdata.txt to determine how the superseded data were derived.
 KU2098
 KU2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK859597(NAD 83)
 KU2098_MARKER: DB = BENCH MARK DISK
 KU2098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU2098_SP_SET: BASE 0F FLAG POLE
 KU2098_STAMPING: D 70 RESET 1969
 KU2098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2098
 KU2098  HISTORY     - Date     Condition        Report By
 KU2098  HISTORY     - 1969     MONUMENTED       CGS
 KU2098  HISTORY     - 1979     GOOD             NGS
 KU2098  HISTORY     - 19920521 GOOD             USPSQD
 KU2098
 KU2098                          STATION DESCRIPTION
 KU2098
 KU2098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KU2098'IN WEST END.
 KU2098'AT THE WEST END, ON THE PROPERTY OF THE COLONIAL FIRST NATIONAL BANK
 KU2098'NEAR THE RAILROAD CROSSING BRIGHTON AVENUE, SET IN THE BASE OF
 KU2098'BANKS FLAG POLE ON THE NORTHEAST FACE OF BUILDING, 86 FEET SOUTHWEST
 KU2098'OF THE SOUTHWEST CURB OF BRIGHTON AVENUE, 22 FEET EAST OF THE NORTH
 KU2098'CORNER OF THE BANK, 3 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 KU2098'SIDEWALK AROUND THE BANK.
 KU2098'THE MARK IS 1 FT ABOVE AVENUE.
 KU2098
 KU2098                          STATION RECOVERY (1992)
 KU2098
 KU2098'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0029 ***********************************************************************
 KV0029  DESIGNATION -  D 71
 KV0029  PID         -  KV0029
 KV0029  STATE/COUNTY-  NJ/MIDDLESEX
 KV0029  USGS QUAD   -  PERTH AMBOY (1981)
 KV0029
 KV0029                         *CURRENT SURVEY CONTROL
 KV0029  ___________________________________________________________________
 KV0029* NAD 83(1986)-  40 34 05.     (N)    074 17 22.     (W)     SCALED    
 KV0029* NAVD 88     -        18.576  (meters)      60.94   (feet)  ADJUSTED  
 KV0029  ___________________________________________________________________
 KV0029  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KV0029  DYNAMIC HT  -          18.568 (meters)      60.92  (feet)  COMP
 KV0029  MODELED GRAV-     980,212.4   (mgal)                       NAVD 88
 KV0029
 KV0029  VERT ORDER  -  FIRST     CLASS I
 KV0029
 KV0029.The horizontal coordinates were scaled from a topographic map and have
 KV0029.an estimated accuracy of +/- 6 seconds.
 KV0029
 KV0029.The orthometric height was determined by differential leveling
 KV0029.and adjusted by the National Geodetic Survey in June 1991..
 KV0029
 KV0029.The geoid height was determined by GEOID03.
 KV0029
 KV0029.The dynamic height is computed by dividing the NAVD 88
 KV0029.geopotential number by the normal gravity value computed on the
 KV0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0029.degrees latitude (g = 980.6199 gals.).
 KV0029
 KV0029.The modeled gravity was interpolated from observed gravity values.
 KV0029
 KV0029;                    North         East    Units  Estimated Accuracy
 KV0029;SPC NJ       -   192,610.      167,830.      MT  (+/- 180 meters Scaled)
 KV0029
 KV0029                          SUPERSEDED SURVEY CONTROL
 KV0029
 KV0029  NGVD 29 (04/16/92)   18.888  (m)           61.97   (f) ADJUSTED    1 1
 KV0029
 KV0029.Superseded values are not recommended for survey control.
 KV0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0029.See file dsdata.txt to determine how the superseded data were derived.
 KV0029
 KV0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK601910(NAD 83)
 KV0029_MARKER: DB = BENCH MARK DISK
 KV0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0029_SP_SET: CONCRETE BASE
 KV0029_STAMPING: D 71 1964
 KV0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0029
 KV0029  HISTORY     - Date     Condition        Report By
 KV0029  HISTORY     - 1964     MONUMENTED       CGS
 KV0029  HISTORY     - 1965     GOOD             CGS
 KV0029  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV0029
 KV0029                          STATION DESCRIPTION
 KV0029
 KV0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0029'AT WOODBRIDGE.
 KV0029'AT WOODBRIDGE, ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 35
 KV0029'(AMBOY AVENUE) FROM THE INTERSECTION OF U.S. HIGHWAY 1, 118 1/2
 KV0029'FEET EAST OF THE EAST CURB OF THE HIGHWAY, SET IN TOP OF THE
 KV0029'CONCRETE BASE FOR THE SOUTHWEST LEG OF THE SOUTH ONE OF THREE
 KV0029'STEEL TRANSMISSION LINE TOWERS AND ABOUT 1/2 FOOT ABOVE THE LEVEL
 KV0029'OF THE GROUND.
 KV0029
 KV0029                          STATION RECOVERY (1989)
 KV0029
 KV0029'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0050 ***********************************************************************
 KV0050  DESIGNATION -  D 72
 KV0050  PID         -  KV0050
 KV0050  STATE/COUNTY-  NJ/UNION
 KV0050  USGS QUAD   -  ROSELLE (1995)
 KV0050
 KV0050                         *CURRENT SURVEY CONTROL
 KV0050  ___________________________________________________________________
 KV0050* NAD 83(1986)-  40 37 33.     (N)    074 15 22.     (W)     SCALED    
 KV0050* NAVD 88     -         7.111  (meters)      23.33   (feet)  ADJUSTED  
 KV0050  ___________________________________________________________________
 KV0050  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KV0050  DYNAMIC HT  -           7.108 (meters)      23.32  (feet)  COMP
 KV0050  MODELED GRAV-     980,214.8   (mgal)                       NAVD 88
 KV0050
 KV0050  VERT ORDER  -  FIRST     CLASS I
 KV0050
 KV0050.The horizontal coordinates were scaled from a topographic map and have
 KV0050.an estimated accuracy of +/- 6 seconds.
 KV0050
 KV0050.The orthometric height was determined by differential leveling
 KV0050.and adjusted by the National Geodetic Survey in June 1991..
 KV0050
 KV0050.The geoid height was determined by GEOID03.
 KV0050
 KV0050.The dynamic height is computed by dividing the NAVD 88
 KV0050.geopotential number by the normal gravity value computed on the
 KV0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0050.degrees latitude (g = 980.6199 gals.).
 KV0050
 KV0050.The modeled gravity was interpolated from observed gravity values.
 KV0050
 KV0050;                    North         East    Units  Estimated Accuracy
 KV0050;SPC NJ       -   199,030.      170,630.      MT  (+/- 180 meters Scaled)
 KV0050
 KV0050                          SUPERSEDED SURVEY CONTROL
 KV0050
 KV0050  NGVD 29 (04/16/92)    7.435  (m)           24.39   (f) ADJUSTED    1 1
 KV0050
 KV0050.Superseded values are not recommended for survey control.
 KV0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0050.See file dsdata.txt to determine how the superseded data were derived.
 KV0050
 KV0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK629974(NAD 83)
 KV0050_MARKER: DB = BENCH MARK DISK
 KV0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0050_SP_SET: OVERPASS
 KV0050_STAMPING: D 72 1965
 KV0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0050
 KV0050  HISTORY     - Date     Condition        Report By
 KV0050  HISTORY     - 1965     MONUMENTED       CGS
 KV0050  HISTORY     - 19940608 GOOD             USPSQD
 KV0050
 KV0050                          STATION DESCRIPTION
 KV0050
 KV0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0050'AT LINDEN.
 KV0050'AT LINDEN, ALONG STILES STREET, NEAR THE NORTHWEST END OF THE
 KV0050'OVERPASS CROSSING OF THE PENNSYLVANIA RAILROAD, 6 1/2 FEET
 KV0050'SOUTHWEST OF THE SOUTHWEST CURB OF STILES STREET, SET
 KV0050'VERTICALLY IN THE NORTHEAST FACE NEAR THE NORTHWEST END OF THE
 KV0050'OVERPASS, 4.3 FEET SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT,
 KV0050'ABOUT 2.7 FEET ABOVE THE LEVEL OF THE SIDEWALK AND ABOUT 3 1/2
 KV0050'FEET ABOVE THE LEVEL OF THE STREET.
 KV0050
 KV0050                          STATION RECOVERY (1994)
 KV0050
 KV0050'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0961 ***********************************************************************
 KV0961  DESIGNATION -  D 73
 KV0961  PID         -  KV0961
 KV0961  STATE/COUNTY-  NJ/MIDDLESEX
 KV0961  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0961
 KV0961                         *CURRENT SURVEY CONTROL
 KV0961  ___________________________________________________________________
 KV0961* NAD 83(1986)-  40 27 37.     (N)    074 18 16.     (W)     SCALED    
 KV0961* NAVD 88     -        30.789  (meters)     101.01   (feet)  ADJUSTED  
 KV0961  ___________________________________________________________________
 KV0961  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KV0961  DYNAMIC HT  -          30.776 (meters)     100.97  (feet)  COMP
 KV0961  MODELED GRAV-     980,213.0   (mgal)                       NAVD 88
 KV0961
 KV0961  VERT ORDER  -  FIRST     CLASS II
 KV0961
 KV0961.The horizontal coordinates were scaled from a topographic map and have
 KV0961.an estimated accuracy of +/- 6 seconds.
 KV0961
 KV0961.The orthometric height was determined by differential leveling
 KV0961.and adjusted by the National Geodetic Survey in June 1991..
 KV0961
 KV0961.The geoid height was determined by GEOID03.
 KV0961
 KV0961.The dynamic height is computed by dividing the NAVD 88
 KV0961.geopotential number by the normal gravity value computed on the
 KV0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0961.degrees latitude (g = 980.6199 gals.).
 KV0961
 KV0961.The modeled gravity was interpolated from observed gravity values.
 KV0961
 KV0961;                    North         East    Units  Estimated Accuracy
 KV0961;SPC NJ       -   180,640.      166,590.      MT  (+/- 180 meters Scaled)
 KV0961
 KV0961                          SUPERSEDED SURVEY CONTROL
 KV0961
 KV0961  NGVD 29 (01/10/92)   31.120  (m)          102.10   (f) ADJUSTED    1 2
 KV0961
 KV0961.Superseded values are not recommended for survey control.
 KV0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0961.See file dsdata.txt to determine how the superseded data were derived.
 KV0961
 KV0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK589790(NAD 83)
 KV0961_MARKER: DB = BENCH MARK DISK
 KV0961_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 KV0961+WITH SETTING: INTO GROUND
 KV0961_STAMPING: D 73 1974
 KV0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0961+STABILITY: SURFACE MOTION
 KV0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0961+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2004
 KV0961
 KV0961  HISTORY     - Date     Condition        Report By
 KV0961  HISTORY     - 1974     MONUMENTED       NGS
 KV0961  HISTORY     - 20040505 GOOD             NJGS
 KV0961
 KV0961                          STATION DESCRIPTION
 KV0961
 KV0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV0961'2 MI SW FROM SOUTH AMBOY.
 KV0961'1.95 MILES SOUTHWEST ALONG BORDENTOWN AVENUE FROM THE POST OFFICE
 KV0961'AT SOUTH AMBOY, IN A PLAY GROUND, 1.7 FEET WEST OF THE NORTH
 KV0961'CORNER OF A TENNIS COURT, 136.6 FEET SOUTHEAST OF THE CENTER LINE
 KV0961'OF THE AVENUE, 66.7 FEET WEST OF THE SOUTHWEST CORNER OF A BASKET
 KV0961'BALL COURT, 2 FEET EAST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN
 KV0961'THE AVENUE, A DISK ON THE TOP OF A 4-FOOT COPPER COATED ROD THAT
 KV0961'IS ATTACHED TO A BASE BLATE.  THE UPPER PORTION OF THE ROD IS
 KV0961'ENCASED IN A 6-INCH TILE PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KV0961
 KV0961                          STATION RECOVERY (2004)
 KV0961
 KV0961'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2004 (RJK)
 KV0961'THE STATION IS IN A PARK, 2.3 FT NORTH OF THE NORTH CORNER OF A TENNIS
 KV0961'COURT WITH NO FENCE, 131.0 FT SOUTHWEST OF THE SOUTHWEST CORNER OF A
 KV0961'PARKING LOT FENCE, 65.0 FT WEST OF THE SOUTHWEST CORNER OF A
 KV0961'BASKETBALL COURT, 109.3 FT SOUTH OF THE NORTH FENCE OF THE PARK
 KV0961'FRONTING BORDENTOWN AVENUE, 135.0 FT EAST OF THE WEST FENCE OF THE
 KV0961'PARK, 0.2 FT BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1125 ***********************************************************************
 KV1125  DESIGNATION -  D 74
 KV1125  PID         -  KV1125
 KV1125  STATE/COUNTY-  NJ/MERCER
 KV1125  USGS QUAD   -  HIGHTSTOWN (1981)
 KV1125
 KV1125                         *CURRENT SURVEY CONTROL
 KV1125  ___________________________________________________________________
 KV1125* NAD 83(1986)-  40 16 38.     (N)    074 32 05.     (W)     SCALED    
 KV1125* NAVD 88     -        25.275  (meters)      82.92   (feet)  ADJUSTED  
 KV1125  ___________________________________________________________________
 KV1125  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV1125  DYNAMIC HT  -          25.264 (meters)      82.89  (feet)  COMP
 KV1125  MODELED GRAV-     980,196.7   (mgal)                       NAVD 88
 KV1125
 KV1125  VERT ORDER  -  FIRST     CLASS II
 KV1125
 KV1125.The horizontal coordinates were scaled from a topographic map and have
 KV1125.an estimated accuracy of +/- 6 seconds.
 KV1125
 KV1125.The orthometric height was determined by differential leveling
 KV1125.and adjusted by the National Geodetic Survey in June 1991..
 KV1125
 KV1125.The geoid height was determined by GEOID03.
 KV1125
 KV1125.The dynamic height is computed by dividing the NAVD 88
 KV1125.geopotential number by the normal gravity value computed on the
 KV1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1125.degrees latitude (g = 980.6199 gals.).
 KV1125
 KV1125.The modeled gravity was interpolated from observed gravity values.
 KV1125
 KV1125;                    North         East    Units  Estimated Accuracy
 KV1125;SPC NJ       -   160,290.      147,050.      MT  (+/- 180 meters Scaled)
 KV1125
 KV1125                          SUPERSEDED SURVEY CONTROL
 KV1125
 KV1125  NGVD 29 (01/10/92)   25.609  (m)           84.02   (f) ADJUSTED    1 2
 KV1125
 KV1125.Superseded values are not recommended for survey control.
 KV1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1125.See file dsdata.txt to determine how the superseded data were derived.
 KV1125
 KV1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK395586(NAD 83)
 KV1125_MARKER: DB = BENCH MARK DISK
 KV1125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1125_SP_SET: ABUTMENT
 KV1125_STAMPING: D 74 1974
 KV1125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1125+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2003
 KV1125
 KV1125  HISTORY     - Date     Condition        Report By
 KV1125  HISTORY     - 1974     MONUMENTED       NGS
 KV1125  HISTORY     - 20030809 GOOD             GEOCAC
 KV1125
 KV1125                          STATION DESCRIPTION
 KV1125
 KV1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1125'0.6 MI N FROM HIGHTSTOWN.
 KV1125'0.3 MILE NORTHWEST ALONG STOCKTON AVENUE FROM THE WATLTER C.
 KV1125'BLACK ELEMENTARY SCHOOL AT HIGHTSTOWN, THENCE 0.35 MILE
 KV1125'NORTHEAST ALONG U.S. HIGHWAY 130, IN THE TOP OF THE NORTHWEST
 KV1125'END OF THE NORTHEAST CONCRETE ABUTMENT OF A CONCRETE BIRDGE OVER
 KV1125'ROCKY BROOK, 28.5 FEET NORTHWEST OF THE CENTER LINE OF THE
 KV1125'SOUTHBOUND LANES OF THE HIGHWAY, 1.0 FOOT NORTHWEST OF THE
 KV1125'NORTHWEST CONCRETE GUARDRAIL, AND ABOUT LEVEL WITH THE
 KV1125'HIGHWAY.
 KV1125
 KV1125                          STATION RECOVERY (2003)
 KV1125
 KV1125'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 KV1125'STATION IS LOCATED AT STRUCTURE 1223-152/68.94, ON THE WEST SIDE OF
 KV1125'ROUTE 130, ABOUT 60 FEET SOUTH OF POWER POLE BT 575 AND ABOUT 180 FEET
 KV1125'SOUTH OF A DRIVEWAY LEADING TO SHADY REST TRAILER PARK TO THE WEST AND
 KV1125'SHOP RITE SHOPPING CENTER TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1141 ***********************************************************************
 KV1141  DESIGNATION -  D 75
 KV1141  PID         -  KV1141
 KV1141  STATE/COUNTY-  NJ/BURLINGTON
 KV1141  USGS QUAD   -  TRENTON EAST (1981)
 KV1141
 KV1141                         *CURRENT SURVEY CONTROL
 KV1141  ___________________________________________________________________
 KV1141* NAD 83(1986)-  40 08 46.     (N)    074 42 27.     (W)     SCALED    
 KV1141* NAVD 88     -        21.383  (meters)      70.15   (feet)  ADJUSTED  
 KV1141  ___________________________________________________________________
 KV1141  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KV1141  DYNAMIC HT  -          21.374 (meters)      70.12  (feet)  COMP
 KV1141  MODELED GRAV-     980,196.7   (mgal)                       NAVD 88
 KV1141
 KV1141  VERT ORDER  -  FIRST     CLASS I
 KV1141
 KV1141.The horizontal coordinates were scaled from a topographic map and have
 KV1141.an estimated accuracy of +/- 6 seconds.
 KV1141
 KV1141.The orthometric height was determined by differential leveling
 KV1141.and adjusted by the National Geodetic Survey in June 1991..
 KV1141
 KV1141.The geoid height was determined by GEOID03.
 KV1141
 KV1141.The dynamic height is computed by dividing the NAVD 88
 KV1141.geopotential number by the normal gravity value computed on the
 KV1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1141.degrees latitude (g = 980.6199 gals.).
 KV1141
 KV1141.The modeled gravity was interpolated from observed gravity values.
 KV1141
 KV1141;                    North         East    Units  Estimated Accuracy
 KV1141;SPC NJ       -   145,760.      132,320.      MT  (+/- 180 meters Scaled)
 KV1141
 KV1141                          SUPERSEDED SURVEY CONTROL
 KV1141
 KV1141  NGVD 29 (01/10/92)   21.709  (m)           71.22   (f) ADJUSTED    1 1
 KV1141
 KV1141.Superseded values are not recommended for survey control.
 KV1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1141.See file dsdata.txt to determine how the superseded data were derived.
 KV1141
 KV1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK249440(NAD 83)
 KV1141_MARKER: DB = BENCH MARK DISK
 KV1141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1141_SP_SET: BUILDING
 KV1141_STAMPING: D 75 1974
 KV1141_MARK LOGO: NGS   
 KV1141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1141+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1988
 KV1141
 KV1141  HISTORY     - Date     Condition        Report By
 KV1141  HISTORY     - 1974     MONUMENTED       NGS
 KV1141  HISTORY     - 19880714 GOOD             NJGS
 KV1141
 KV1141                          STATION DESCRIPTION
 KV1141
 KV1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1141'AT BORDENTOWN.
 KV1141'AT BORDENTOWN, ACROSS CROSSWICKS STREET FROM THE CLARA BARTON
 KV1141'SCHOOL, SET VERTICALLY IN THE NORTH FACE AT THE NORTHEAST CORNER
 KV1141'OF THE MAC FARLAND JUNIOR HIGH SCHOOL, 131.5 FEET NORTH OF THE
 KV1141'CENTER LINE OF CROSSWICKS STREET AND 4.3 FEET ABOVE THE GROUND.
 KV1141
 KV1141                          STATION RECOVERY (1988)
 KV1141
 KV1141'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1164 ***********************************************************************
 KV1164  DESIGNATION -  D 76
 KV1164  PID         -  KV1164
 KV1164  STATE/COUNTY-  NJ/BURLINGTON
 KV1164  USGS QUAD   -  BEVERLY (1973)
 KV1164
 KV1164                         *CURRENT SURVEY CONTROL
 KV1164  ___________________________________________________________________
 KV1164* NAD 83(1986)-  40 03 52.     (N)    074 55 16.     (W)     SCALED    
 KV1164* NAVD 88     -         9.157  (meters)      30.04   (feet)  ADJUSTED  
 KV1164  ___________________________________________________________________
 KV1164  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV1164  DYNAMIC HT  -           9.153 (meters)      30.03  (feet)  COMP
 KV1164  MODELED GRAV-     980,191.1   (mgal)                       NAVD 88
 KV1164
 KV1164  VERT ORDER  -  FIRST     CLASS II
 KV1164
 KV1164.The horizontal coordinates were scaled from a topographic map and have
 KV1164.an estimated accuracy of +/- 6 seconds.
 KV1164
 KV1164.The orthometric height was determined by differential leveling
 KV1164.and adjusted by the National Geodetic Survey in June 1991..
 KV1164
 KV1164.The geoid height was determined by GEOID03.
 KV1164
 KV1164.The dynamic height is computed by dividing the NAVD 88
 KV1164.geopotential number by the normal gravity value computed on the
 KV1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1164.degrees latitude (g = 980.6199 gals.).
 KV1164
 KV1164.The modeled gravity was interpolated from observed gravity values.
 KV1164
 KV1164;                    North         East    Units  Estimated Accuracy
 KV1164;SPC NJ       -   136,750.      114,080.      MT  (+/- 180 meters Scaled)
 KV1164
 KV1164                          SUPERSEDED SURVEY CONTROL
 KV1164
 KV1164  NGVD 29 (01/10/92)    9.478  (m)           31.10   (f) ADJUSTED    1 2
 KV1164
 KV1164.Superseded values are not recommended for survey control.
 KV1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1164.See file dsdata.txt to determine how the superseded data were derived.
 KV1164
 KV1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK067349(NAD 83)
 KV1164_MARKER: DB = BENCH MARK DISK
 KV1164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1164_SP_SET: BUILDING
 KV1164_STAMPING: D 76 1974
 KV1164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1164+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2004
 KV1164
 KV1164  HISTORY     - Date     Condition        Report By
 KV1164  HISTORY     - 1974     MONUMENTED       NGS
 KV1164  HISTORY     - 1984     GOOD             NJGS
 KV1164  HISTORY     - 19940710 GOOD             USPSQD
 KV1164  HISTORY     - 20040904 GOOD             GEOCAC
 KV1164
 KV1164                          STATION DESCRIPTION
 KV1164
 KV1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1164'AT BEVERLY.
 KV1164'AT BEVERLY, SET VERTICALLY IN THE SOUTH FACE AT THE SOUTHWEST
 KV1164'CORNER OF THE POST OFFICE, 31.1 FEET NORTH OF THE NORTH CURB
 KV1164'OF WARREN STREET (COUNTY ROAD 543), 69.3 FEET WEST OF THE SOUTH
 KV1164'ENTRANCE TO THE BUILDING AND 2.5 FEET ABOVE THE GROUND.
 KV1164
 KV1164                          STATION RECOVERY (1984)
 KV1164
 KV1164'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1984
 KV1164'RECOVERED IN GOOD CONDITION.
 KV1164
 KV1164                          STATION RECOVERY (1994)
 KV1164
 KV1164'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1164'RECOVERED IN GOOD CONDITION.
 KV1164
 KV1164                          STATION RECOVERY (2004)
 KV1164
 KV1164'RECOVERY NOTE BY GEOCACHING 2004 (STC)
 KV1164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2945 ***********************************************************************
 KV2945  DESIGNATION -  D 77
 KV2945  PID         -  KV2945
 KV2945  STATE/COUNTY-  NJ/WARREN
 KV2945  USGS QUAD   -  BLOOMSBURY (1970)
 KV2945
 KV2945                         *CURRENT SURVEY CONTROL
 KV2945  ___________________________________________________________________
 KV2945* NAD 83(1986)-  40 39 36.     (N)    075 06 40.     (W)     SCALED    
 KV2945* NAVD 88     -        93.279  (meters)     306.03   (feet)  ADJUSTED  
 KV2945  ___________________________________________________________________
 KV2945  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KV2945  DYNAMIC HT  -          93.236 (meters)     305.89  (feet)  COMP
 KV2945  MODELED GRAV-     980,154.5   (mgal)                       NAVD 88
 KV2945
 KV2945  VERT ORDER  -  FIRST     CLASS II
 KV2945
 KV2945.The horizontal coordinates were scaled from a topographic map and have
 KV2945.an estimated accuracy of +/- 6 seconds.
 KV2945
 KV2945.The orthometric height was determined by differential leveling
 KV2945.and adjusted by the National Geodetic Survey in June 1991..
 KV2945
 KV2945.The geoid height was determined by GEOID03.
 KV2945
 KV2945.The dynamic height is computed by dividing the NAVD 88
 KV2945.geopotential number by the normal gravity value computed on the
 KV2945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2945.degrees latitude (g = 980.6199 gals.).
 KV2945
 KV2945.The modeled gravity was interpolated from observed gravity values.
 KV2945
 KV2945;                    North         East    Units  Estimated Accuracy
 KV2945;SPC NJ       -   202,970.       98,330.      MT  (+/- 180 meters Scaled)
 KV2945
 KV2945                          SUPERSEDED SURVEY CONTROL
 KV2945
 KV2945  NGVD 29 (01/10/92)   93.500  (m)          306.76   (f) ADJUSTED    1 2
 KV2945
 KV2945.Superseded values are not recommended for survey control.
 KV2945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2945.See file dsdata.txt to determine how the superseded data were derived.
 KV2945
 KV2945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL906010(NAD 83)
 KV2945_MARKER: DV = VERTICAL CONTROL DISK
 KV2945_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2945_SP_SET: STAINLESS STEEL ROD
 KV2945_STAMPING: D 77 1978
 KV2945_MARK LOGO: NGS   
 KV2945_MAGNETIC: I = MARKER IS A STEEL ROD
 KV2945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2945_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2945+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2000
 KV2945
 KV2945  HISTORY     - Date     Condition        Report By
 KV2945  HISTORY     - 1978     MONUMENTED       NGS
 KV2945  HISTORY     - 19950113 GOOD             NJGS
 KV2945  HISTORY     - 20000808 GOOD             NJGS
 KV2945  HISTORY     - 20000816 GOOD             NJGS
 KV2945
 KV2945                          STATION DESCRIPTION
 KV2945
 KV2945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2945'2.75 MI SE FROM PHILLIPSBURG.
 KV2945'1.0 MILE EAST ALONG NEW BURNSWICK AVENUE FROM THE SHIMER SCHOOL AT
 KV2945'PHILLIPSBURG, THENCE 0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 22 TO THE
 KV2945'JUNCTION OF STATE HIGHWAY 173, THENCE 1.45 MILES SOUTHEAST ALONG STATE
 KV2945'HIGHWAY 173 TO THE HOME OF MR. KENNETH WORTHINGTON, 49.5 FEET
 KV2945'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 53 FEET SOUTHWEST OF THE
 KV2945'SOUTHEAST CORNER OF THE HOME OF MR. WORTHINGTON, AND 1.9 FEET
 KV2945'SOUTHWEST OF POWER POLE NUMBER NJ768GW.
 KV2945
 KV2945                          STATION RECOVERY (1995)
 KV2945
 KV2945'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV2945'RECOVERED AS DESCRIBED.
 KV2945
 KV2945                          STATION RECOVERY (2000)
 KV2945
 KV2945'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (ECB)
 KV2945'RECOVERED IN GOOD CONDITION.
 KV2945
 KV2945                          STATION RECOVERY (2000)
 KV2945
 KV2945'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (ECB)
 KV2945'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2921 ***********************************************************************
 KV2921  DESIGNATION -  D 78
 KV2921  PID         -  KV2921
 KV2921  STATE/COUNTY-  NJ/SOMERSET
 KV2921  USGS QUAD   -  RARITAN (1981)
 KV2921
 KV2921                         *CURRENT SURVEY CONTROL
 KV2921  ___________________________________________________________________
 KV2921* NAD 83(1986)-  40 35 38.     (N)    074 39 47.     (W)     SCALED    
 KV2921* NAVD 88     -        40.585  (meters)     133.15   (feet)  ADJUSTED  
 KV2921  ___________________________________________________________________
 KV2921  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KV2921  DYNAMIC HT  -          40.566 (meters)     133.09  (feet)  COMP
 KV2921  MODELED GRAV-     980,176.9   (mgal)                       NAVD 88
 KV2921
 KV2921  VERT ORDER  -  FIRST     CLASS II
 KV2921
 KV2921.The horizontal coordinates were scaled from a topographic map and have
 KV2921.an estimated accuracy of +/- 6 seconds.
 KV2921
 KV2921.The orthometric height was determined by differential leveling
 KV2921.and adjusted by the National Geodetic Survey in June 1991..
 KV2921
 KV2921.The geoid height was determined by GEOID03.
 KV2921
 KV2921.The dynamic height is computed by dividing the NAVD 88
 KV2921.geopotential number by the normal gravity value computed on the
 KV2921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2921.degrees latitude (g = 980.6199 gals.).
 KV2921
 KV2921.The modeled gravity was interpolated from observed gravity values.
 KV2921
 KV2921;                    North         East    Units  Estimated Accuracy
 KV2921;SPC NJ       -   195,470.      136,200.      MT  (+/- 180 meters Scaled)
 KV2921
 KV2921                          SUPERSEDED SURVEY CONTROL
 KV2921
 KV2921  NGVD 29 (01/10/92)   40.845  (m)          134.01   (f) ADJUSTED    1 2
 KV2921
 KV2921.Superseded values are not recommended for survey control.
 KV2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2921.See file dsdata.txt to determine how the superseded data were derived.
 KV2921
 KV2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK285937(NAD 83)
 KV2921_MARKER: DB = BENCH MARK DISK
 KV2921_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2921_SP_SET: ABUTMENT
 KV2921_STAMPING: D 78 1978
 KV2921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2921
 KV2921  HISTORY     - Date     Condition        Report By
 KV2921  HISTORY     - 1978     MONUMENTED       NGS
 KV2921  HISTORY     - 20031122 GOOD             USPSQD
 KV2921
 KV2921                          STATION DESCRIPTION
 KV2921
 KV2921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2921'3.35 MI NW FROM SOMERVILLE.
 KV2921'3.35 MILES NORTHWEST ALONG STATE ROUTE 28 FROM THE COUNTY COURT HOUSE
 KV2921'IN SOMERVILLE, SET IN TOP OF THE ABUTMENT AT THE NORTHWEST END OF THE
 KV2921'EAST BOUND BRIDGE OF HIGHWAY 22 BRIDGE OVER STATE ROUTE 28, AND 26
 KV2921'FEET NORTH OF THE CENTER OF THE 2 EAST BOUND LANES OF HIGHWAY 22. ALSO
 KV2921'4.85 MILES SOUTHEAST OF WHITEHOUSE.
 KV2921
 KV2921                          STATION RECOVERY (2003)
 KV2921
 KV2921'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV2921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2320 ***********************************************************************
 JU2320  DESIGNATION -  D 79
 JU2320  PID         -  JU2320
 JU2320  STATE/COUNTY-  NJ/CAPE MAY
 JU2320  USGS QUAD   -  WOODBINE (1972)
 JU2320
 JU2320                         *CURRENT SURVEY CONTROL
 JU2320  ___________________________________________________________________
 JU2320* NAD 83(1986)-  39 12 22.     (N)    074 51 54.     (W)     SCALED    
 JU2320* NAVD 88     -         3.331  (meters)      10.93   (feet)  ADJUSTED  
 JU2320  ___________________________________________________________________
 JU2320  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 JU2320  DYNAMIC HT  -           3.330 (meters)      10.93  (feet)  COMP
 JU2320  MODELED GRAV-     980,088.2   (mgal)                       NAVD 88
 JU2320  OBS GRAVITY -     980,088.2   (mgal)                       GRAV_OBS
 JU2320
 JU2320  VERT ORDER  -  FIRST     CLASS II
 JU2320
 JU2320.The horizontal coordinates were scaled from a topographic map and have
 JU2320.an estimated accuracy of +/- 6 seconds.
 JU2320
 JU2320.The orthometric height was determined by differential leveling
 JU2320.and adjusted by the National Geodetic Survey in June 1991..
 JU2320
 JU2320.The geoid height was determined by GEOID03.
 JU2320
 JU2320.The dynamic height is computed by dividing the NAVD 88
 JU2320.geopotential number by the normal gravity value computed on the
 JU2320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2320.degrees latitude (g = 980.6199 gals.).
 JU2320
 JU2320.The modeled gravity was interpolated from observed gravity values.
 JU2320.The observed gravity was obtained from relative gravimeter ties
 JU2320.to the IGSN71 gravity network.
 JU2320
 JU2320;                    North         East    Units  Estimated Accuracy
 JU2320;SPC NJ       -    41,440.      118,480.      MT  (+/- 180 meters Scaled)
 JU2320
 JU2320                          SUPERSEDED SURVEY CONTROL
 JU2320
 JU2320  NGVD 29 (01/10/92)    3.708  (m)           12.17   (f) ADJUSTED    1 2
 JU2320
 JU2320.Superseded values are not recommended for survey control.
 JU2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2320.See file dsdata.txt to determine how the superseded data were derived.
 JU2320
 JU2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ116396(NAD 83)
 JU2320_MARKER: DB = BENCH MARK DISK
 JU2320_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2320_SP_SET: STAINLESS STEEL ROD
 JU2320_STAMPING: D 79 1979
 JU2320_PROJECTION: RECESSED 5 CENTIMETERS
 JU2320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2320_ROD/PIPE-DEPTH: 6.10 meters
 JU2320
 JU2320  HISTORY     - Date     Condition        Report By
 JU2320  HISTORY     - 1979     MONUMENTED       NGS
 JU2320
 JU2320                          STATION DESCRIPTION
 JU2320
 JU2320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2320'2.55 MI SE FROM ELDORA.
 JU2320'2.55 MILES SOUTHEAST ALONG STATE ROUTE 47 FROM THE MOST SOUTHEASTERLY
 JU2320'OF TWO Y-JUNCTION OF COUNTY ROAD 550 SPUR IN ELDORA, AT THE JUNCTION
 JU2320'OF EAST CREEK MILL ROAD, BETWEEN POWER POLE NUMBER L 71 AND ROAD SIGN
 JU2320'FOR 47 NORTH, 70 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 24
 JU2320'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 3 FEET EAST OF THE
 JU2320'POWER POLE, AND 4 FEET WEST OF THE ROAD SIGN.
 JU2320'THE MARK IS 1 FT  S FROM A WITNESS POST.
 JU2320'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0114 ***********************************************************************
 JU0114  DESIGNATION -  D 8
 JU0114  PID         -  JU0114
 JU0114  STATE/COUNTY-  NJ/BURLINGTON
 JU0114  USGS QUAD   -  NEW GRETNA (1977)
 JU0114
 JU0114                         *CURRENT SURVEY CONTROL
 JU0114  ___________________________________________________________________
 JU0114* NAD 83(1986)-  39 35 30.     (N)    074 27 20.     (W)     SCALED    
 JU0114* NAVD 88     -         4.792  (meters)      15.72   (feet)  ADJUSTED  
 JU0114  ___________________________________________________________________
 JU0114  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JU0114  DYNAMIC HT  -           4.790 (meters)      15.72  (feet)  COMP
 JU0114  MODELED GRAV-     980,155.1   (mgal)                       NAVD 88
 JU0114
 JU0114  VERT ORDER  -  FIRST     CLASS I
 JU0114
 JU0114.The horizontal coordinates were scaled from a topographic map and have
 JU0114.an estimated accuracy of +/- 6 seconds.
 JU0114
 JU0114.The orthometric height was determined by differential leveling
 JU0114.and adjusted by the National Geodetic Survey in June 1991..
 JU0114
 JU0114.The geoid height was determined by GEOID03.
 JU0114
 JU0114.The dynamic height is computed by dividing the NAVD 88
 JU0114.geopotential number by the normal gravity value computed on the
 JU0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0114.degrees latitude (g = 980.6199 gals.).
 JU0114
 JU0114.The modeled gravity was interpolated from observed gravity values.
 JU0114
 JU0114;                    North         East    Units  Estimated Accuracy
 JU0114;SPC NJ       -    84,180.      153,820.      MT  (+/- 180 meters Scaled)
 JU0114
 JU0114                          SUPERSEDED SURVEY CONTROL
 JU0114
 JU0114  NGVD 29 (04/16/92)    5.178  (m)           16.99   (f) ADJUSTED    1 1
 JU0114
 JU0114.Superseded values are not recommended for survey control.
 JU0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0114.See file dsdata.txt to determine how the superseded data were derived.
 JU0114
 JU0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ467825(NAD 83)
 JU0114_MARKER: DB = BENCH MARK DISK
 JU0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0114_STAMPING: D 8 1930 16.988
 JU0114_MARK LOGO: CGS   
 JU0114_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0114+STABILITY: SURFACE MOTION
 JU0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0114+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1995
 JU0114
 JU0114  HISTORY     - Date     Condition        Report By
 JU0114  HISTORY     - 1930     MONUMENTED       CGS
 JU0114  HISTORY     - 1964     GOOD             CGS
 JU0114  HISTORY     - 1979     GOOD             NGS
 JU0114  HISTORY     - 1981     GOOD             NGS
 JU0114  HISTORY     - 1985     GOOD             USPSQD
 JU0114  HISTORY     - 19950202 GOOD             NJGS
 JU0114
 JU0114                          STATION DESCRIPTION
 JU0114
 JU0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0114'AT NEW GRETNA.
 JU0114'AT NEW GRETNA, 133.5 FEET NORTHWEST OF AND ACROSS U.S. HIGHWAY
 JU0114'9 FROM THE NORTHWEST CORNER OF THE ST. PAUL METHODIST CHURCH,
 JU0114'94 FEET NORTHEAST OF AND ACROSS HIGHWAY FROM CABLE LINE POLE
 JU0114'649, 46 FEET WEST-NORTHWEST OF POWER POLE 3795, 28.5 FEET NORTH
 JU0114'OF THE CENTER LINE OF HIGHWAY, 88.0 FEET EAST-NORTHEAST OF
 JU0114'POWER POLE 5794, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 JU0114'TOP OF A CONCRETE POST FLUSH.
 JU0114
 JU0114                          STATION RECOVERY (1979)
 JU0114
 JU0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0114'NOTE--44 FEET WEST NORTHWEST OF A POWER POLE WITH NO NUMBER WHICH MUST
 JU0114'HAVE REPLACED POLE 3795.
 JU0114'THE MARK IS 1 FT  E FROM A WITNESS POST.
 JU0114
 JU0114                          STATION RECOVERY (1981)
 JU0114
 JU0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JU0114'RECOVERED IN GOOD CONDITION.
 JU0114
 JU0114                          STATION RECOVERY (1985)
 JU0114
 JU0114'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0114'RECOVERED IN GOOD CONDITION.
 JU0114
 JU0114                          STATION RECOVERY (1995)
 JU0114
 JU0114'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0114'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2425 ***********************************************************************
 JU2425  DESIGNATION -  D 80
 JU2425  PID         -  JU2425
 JU2425  STATE/COUNTY-  NJ/ATLANTIC
 JU2425  USGS QUAD   -  PLEASANTVILLE (1994)
 JU2425
 JU2425                         *CURRENT SURVEY CONTROL
 JU2425  ___________________________________________________________________
 JU2425* NAD 83(1986)-  39 24 35.     (N)    074 30 32.     (W)     SCALED    
 JU2425* NAVD 88     -         3.030  (meters)       9.94   (feet)  ADJUSTED  
 JU2425  ___________________________________________________________________
 JU2425  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JU2425  DYNAMIC HT  -           3.029 (meters)       9.94  (feet)  COMP
 JU2425  MODELED GRAV-     980,117.3   (mgal)                       NAVD 88
 JU2425
 JU2425  VERT ORDER  -  FIRST     CLASS II
 JU2425
 JU2425.The horizontal coordinates were scaled from a topographic map and have
 JU2425.an estimated accuracy of +/- 6 seconds.
 JU2425
 JU2425.The orthometric height was determined by differential leveling
 JU2425.and adjusted by the National Geodetic Survey in June 1991..
 JU2425
 JU2425.The geoid height was determined by GEOID03.
 JU2425
 JU2425.The dynamic height is computed by dividing the NAVD 88
 JU2425.geopotential number by the normal gravity value computed on the
 JU2425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2425.degrees latitude (g = 980.6199 gals.).
 JU2425
 JU2425.The modeled gravity was interpolated from observed gravity values.
 JU2425
 JU2425;                    North         East    Units  Estimated Accuracy
 JU2425;SPC NJ       -    63,980.      149,240.      MT  (+/- 180 meters Scaled)
 JU2425
 JU2425                          SUPERSEDED SURVEY CONTROL
 JU2425
 JU2425  NGVD 29 (01/10/92)    3.421  (m)           11.22   (f) ADJUSTED    1 2
 JU2425
 JU2425.Superseded values are not recommended for survey control.
 JU2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2425.See file dsdata.txt to determine how the superseded data were derived.
 JU2425
 JU2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ422623(NAD 83)
 JU2425_MARKER: DB = BENCH MARK DISK
 JU2425_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2425_SP_SET: STAINLESS STEEL ROD
 JU2425_STAMPING: D 80 1979
 JU2425_PROJECTION: RECESSED 5 CENTIMETERS
 JU2425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2425_ROD/PIPE-DEPTH: 10.7 meters
 JU2425
 JU2425  HISTORY     - Date     Condition        Report By
 JU2425  HISTORY     - 1979     MONUMENTED       NGS
 JU2425
 JU2425                          STATION DESCRIPTION
 JU2425
 JU2425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2425'1.05 MI SW FROM ABSECON.
 JU2425'1.05 MILE SOUTHWEST ALONG SHORE ROAD FROM THE JUNCTION OF STATE ROUTE
 JU2425'30 IN ABSSCON TO THE ENTRANCE DRIVE TO THE ATLANTIC COUNTY WATER
 JU2425'DEPARTMENT, THENCE 0.05 MILE NORTHWEST ALONG THE DRIVE TO THE MARK
 JU2425'ON THE LEFT, SET NEXT TO AN OBSERVATION WELL OF U.S.G.S. UNDER
 JU2425'MAJOR POWER LINES, 140 FEET SOUTHWEST OF THE CENTER OF THE ENTRANCE
 JU2425'DRIVE TO THE WATER DEPARTMENT, 121 FEET SOUTH OF THE SOUTH CORNER OF
 JU2425'THE BUILDING, 43.5 FEET SOUTHEAST OF MAJOR POWER POLE P44127, 2 FEET
 JU2425'NORTHEAST OF THE WELL.
 JU2425'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 JU2425'THE MARK IS ABOVE LEVEL WITH DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1173 ***********************************************************************
 HU1173  DESIGNATION -  D 81
 HU1173  PID         -  HU1173
 HU1173  STATE/COUNTY-  NJ/CAPE MAY
 HU1173  USGS QUAD   -  CAPE MAY (1972)
 HU1173
 HU1173                         *CURRENT SURVEY CONTROL
 HU1173  ___________________________________________________________________
 HU1173* NAD 83(1986)-  38 59 08.     (N)    074 54 07.     (W)     SCALED    
 HU1173* NAVD 88     -         5.029  (meters)      16.50   (feet)  ADJUSTED  
 HU1173  ___________________________________________________________________
 HU1173  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 HU1173  DYNAMIC HT  -           5.026 (meters)      16.49  (feet)  COMP
 HU1173  MODELED GRAV-     980,052.3   (mgal)                       NAVD 88
 HU1173
 HU1173  VERT ORDER  -  FIRST     CLASS II
 HU1173
 HU1173.The horizontal coordinates were scaled from a topographic map and have
 HU1173.an estimated accuracy of +/- 6 seconds.
 HU1173
 HU1173.The orthometric height was determined by differential leveling
 HU1173.and adjusted by the National Geodetic Survey in June 1991..
 HU1173
 HU1173.The geoid height was determined by GEOID03.
 HU1173
 HU1173.The dynamic height is computed by dividing the NAVD 88
 HU1173.geopotential number by the normal gravity value computed on the
 HU1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1173.degrees latitude (g = 980.6199 gals.).
 HU1173
 HU1173.The modeled gravity was interpolated from observed gravity values.
 HU1173
 HU1173;                    North         East    Units  Estimated Accuracy
 HU1173;SPC NJ       -    16,970.      115,180.      MT  (+/- 180 meters Scaled)
 HU1173
 HU1173                          SUPERSEDED SURVEY CONTROL
 HU1173
 HU1173  NGVD 29 (01/10/92)    5.431  (m)           17.82   (f) ADJUSTED    1 2
 HU1173
 HU1173.Superseded values are not recommended for survey control.
 HU1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1173.See file dsdata.txt to determine how the superseded data were derived.
 HU1173
 HU1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ084151(NAD 83)
 HU1173_MARKER: DV = VERTICAL CONTROL DISK
 HU1173_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HU1173_SP_SET: STAINLESS STEEL ROD
 HU1173_STAMPING: D 81 1979
 HU1173_MARK LOGO: NGS   
 HU1173_PROJECTION: FLUSH
 HU1173_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU1173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU1173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1173+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2001
 HU1173_ROD/PIPE-DEPTH: 4.57 meters
 HU1173
 HU1173  HISTORY     - Date     Condition        Report By
 HU1173  HISTORY     - 1979     MONUMENTED       NGS
 HU1173  HISTORY     - 19950705 GOOD             NJGS
 HU1173  HISTORY     - 19991002 GOOD             USPSQD
 HU1173  HISTORY     - 20010611 GOOD             NJGS
 HU1173
 HU1173                          STATION DESCRIPTION
 HU1173
 HU1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HU1173'1.5 MI NE FROM COLD SPRING.
 HU1173'1.5 MILES NORTHEAST ALONG U S HIGHWAY 9 FROM THE JUNCTION OF STATE
 HU1173'HIGHWAY 109 AND  U S HIGHWAY 9 IN COLD SPRING TO THE MARK ON THE
 HU1173'LEFT, 90 FEET SOUTH OF POWER POLE NUMBER 4, 54 FEET EAST OF POWER
 HU1173'POLE NUMBER 3, AND 44 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HU1173'HIGHWAY, SET DIRECTLY IN THE MIDDLE OF THE NORTHWESTERN MOST OF 2
 HU1173'STEEL LEGS OF 2 LARGE BILLBOARDS.
 HU1173'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 HU1173'THE MARK IS 1 FT BELOW HIGHWAY.
 HU1173
 HU1173                          STATION RECOVERY (1995)
 HU1173
 HU1173'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 HU1173'THE STATION IS LOCATED IN LOWER TOWNSHIP, ON THE WEST SIDE OF U.S.
 HU1173'HIGHWAY 9.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 9
 HU1173'AND STATE ROUTE 109 GO 1.55 MI (2.49 KM) NORTH ON U.S.  HIGHWAY 9 TO
 HU1173'THE STATION ON THE LEFT.  THE STATION IS SET AT THE MIDPOINT BETWEEN
 HU1173'THE EASTERLY LEGS OF TWO LARGE BILLBOARDS, 3.0 FT (0.9 M) NORTH OF THE
 HU1173'EAST LEG OF THE SOUTH FACING BILLBOARD, 3.3 FT (1.0 M) SOUTH OF THE
 HU1173'NORTH FACING BILLBOARD, 52.0 FT (15.8 M) SOUTHWEST OF POLE NUMBER
 HU1173'BT-3, 89.6 FT (27.3 M) NORTHWEST OF POLE NUMBER 4, W26868, 44.0 FT
 HU1173'(13.4 M) WEST OF THE CENTERLINE OF U.S.  HIGHWAY 9, 1.0 FT (0.3 M)
 HU1173'EAST OF A METAL WITNESS POST, 0.3 FT (9.1 CM) BELOW THE TOP OF A PVC
 HU1173'PIPE WHICH IS ABOUT 0.3 FT (9.1 CM) BELOW THE GROUND.
 HU1173
 HU1173                          STATION RECOVERY (1999)
 HU1173
 HU1173'RECOVERY NOTE BY US POWER SQUADRON 1999
 HU1173'RECOVERED IN GOOD CONDITION.
 HU1173
 HU1173                          STATION RECOVERY (2001)
 HU1173
 HU1173'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 HU1173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2234 ***********************************************************************
 JU2234  DESIGNATION -  D 82
 JU2234  PID         -  JU2234
 JU2234  STATE/COUNTY-  NJ/SALEM
 JU2234  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2234
 JU2234                         *CURRENT SURVEY CONTROL
 JU2234  ___________________________________________________________________
 JU2234* NAD 83(1986)-  39 38 04.     (N)    075 30 52.     (W)     SCALED    
 JU2234* NAVD 88     -         2.673  (meters)       8.77   (feet)  ADJUSTED  
 JU2234  ___________________________________________________________________
 JU2234  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JU2234  DYNAMIC HT  -           2.672 (meters)       8.77  (feet)  COMP
 JU2234  MODELED GRAV-     980,143.7   (mgal)                       NAVD 88
 JU2234
 JU2234  VERT ORDER  -  FIRST     CLASS II
 JU2234
 JU2234.The horizontal coordinates were scaled from a topographic map and have
 JU2234.an estimated accuracy of +/- 6 seconds.
 JU2234
 JU2234.The orthometric height was determined by differential leveling
 JU2234.and adjusted by the National Geodetic Survey in June 1991..
 JU2234
 JU2234.The geoid height was determined by GEOID03.
 JU2234
 JU2234.The dynamic height is computed by dividing the NAVD 88
 JU2234.geopotential number by the normal gravity value computed on the
 JU2234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2234.degrees latitude (g = 980.6199 gals.).
 JU2234
 JU2234.The modeled gravity was interpolated from observed gravity values.
 JU2234
 JU2234;                    North         East    Units  Estimated Accuracy
 JU2234;SPC NJ       -    89,420.       62,920.      MT  (+/- 180 meters Scaled)
 JU2234
 JU2234                          SUPERSEDED SURVEY CONTROL
 JU2234
 JU2234  NGVD 29 (01/10/92)    2.937  (m)            9.64   (f) ADJUSTED    1 2
 JU2234
 JU2234.Superseded values are not recommended for survey control.
 JU2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2234.See file dsdata.txt to determine how the superseded data were derived.
 JU2234
 JU2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ558873(NAD 83)
 JU2234_MARKER: DB = BENCH MARK DISK
 JU2234_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2234_SP_SET: STAINLESS STEEL ROD
 JU2234_STAMPING: D 82 1979
 JU2234_PROJECTION: FLUSH
 JU2234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2234_ROD/PIPE-DEPTH: 9.14 meters
 JU2234
 JU2234  HISTORY     - Date     Condition        Report By
 JU2234  HISTORY     - 1979     MONUMENTED       NGS
 JU2234  HISTORY     - 19961228 GOOD             USPSQD
 JU2234
 JU2234                          STATION DESCRIPTION
 JU2234
 JU2234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2234'1.35 MI SE FROM PENNSVILLE.
 JU2234'1.35 MILES SOUTHEAST ALONG STATE HIGHWAY 49 FROM THE POST OFFICE AT
 JU2234'PENNSVILLE, TO THE QUEENS OF APOSTLES CHURCH ON THE RIGHT, AT THE
 JU2234'SOUTHEAST CORNER OF THE CHURCH, 54 FEET NORTH OF THE APPROXIMATE
 JU2234'CENTER OF CORDEY AVENUE, 49.5 FEET NORTHWEST OF THE CENTER LINE OF
 JU2234'THE HIGHWAY, 20 FEET SOUTH OF THE CENTER OF THE MAIN ENTRANCE DOORS TO
 JU2234'THE CHURCH, 0.9 FOOT SOUTH OF THE SOUTHEAST CORNER OF THE CHURCH.
 JU2234'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2234
 JU2234                          STATION RECOVERY (1996)
 JU2234
 JU2234'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4104 ***********************************************************************
 KV4104  DESIGNATION -  D L AND W RR BRIDGE E END STK
 KV4104  PID         -  KV4104
 KV4104  STATE/COUNTY-  NJ/HUDSON
 KV4104  USGS QUAD   -  WEEHAWKEN (1995)
 KV4104
 KV4104                         *CURRENT SURVEY CONTROL
 KV4104  ___________________________________________________________________
 KV4104* NAD 83(1996)-  40 46 31.51582(N)    074 04 54.49429(W)     ADJUSTED  
 KV4104* NAVD 88     -                                                        
 KV4104  ___________________________________________________________________
 KV4104  LAPLACE CORR-           6.67  (seconds)                    DEFLEC99
 KV4104  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KV4104
 KV4104  HORZ ORDER  -  THIRD
 KV4104
 KV4104.The horizontal coordinates were established by classical geodetic methods
 KV4104.and adjusted by the National Geodetic Survey in September 1999..
 KV4104
 KV4104
 KV4104.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4104
 KV4104.The geoid height was determined by GEOID03.
 KV4104
 KV4104;                    North         East     Units Scale Factor Converg.
 KV4104;SPC NJ       -   215,694.315   185,300.672   MT  0.99991533   +0 16 23.2
 KV4104;SPC NJ       -   707,657.10    607,940.62   sFT  0.99991533   +0 16 23.2
 KV4104;SPC NY L     -    67,603.006   293,094.130   MT  0.99999575   -0 03 12.6
 KV4104;SPC NY L     -   221,794.20    961,592.99   sFT  0.99999575   -0 03 12.6
 KV4104;UTM  18      - 4,514,232.656   577,483.701   MT  0.99967390   +0 35 58.9
 KV4104
 KV4104                          SUPERSEDED SURVEY CONTROL
 KV4104
 KV4104  NAD 83(1996)-  40 46 31.51573(N)    074 04 54.49440(W) AD(       ) 4
 KV4104  NAD 83(1996)-  40 46 31.51478(N)    074 04 54.49609(W) AD(       ) 4
 KV4104  NAD 83(1992)-  40 46 31.51387(N)    074 04 54.49700(W) AD(       ) 4
 KV4104  NAD 83(1986)-  40 46 31.51680(N)    074 04 54.49615(W) AD(       ) 4
 KV4104  NAD 27      -  40 46 31.16000(N)    074 04 55.98000(W) AD(       ) 3
 KV4104
 KV4104.Superseded values are not recommended for survey control.
 KV4104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4104.See file dsdata.txt to determine how the superseded data were derived.
 KV4104
 KV4104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7748414233(NAD 83)
 KV4104_MARKER: 63 = STACK
 KV4104
 KV4104  HISTORY     - Date     Condition        Report By
 KV4104  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4104
 KV4104                          STATION DESCRIPTION
 KV4104
 KV4104'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4185 ***********************************************************************
 KV4185  DESIGNATION -  D L AND W RR CHIMNEY
 KV4185  PID         -  KV4185
 KV4185  STATE/COUNTY-  NJ/PASSAIC
 KV4185  USGS QUAD   -  ORANGE (1981)
 KV4185
 KV4185                         *CURRENT SURVEY CONTROL
 KV4185  ___________________________________________________________________
 KV4185* NAD 83(1996)-  40 49 26.42058(N)    074 07 58.25197(W)     ADJUSTED  
 KV4185* NAVD 88     -                                                        
 KV4185  ___________________________________________________________________
 KV4185  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 KV4185  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KV4185
 KV4185  HORZ ORDER  -  THIRD
 KV4185
 KV4185.The horizontal coordinates were established by classical geodetic methods
 KV4185.and adjusted by the National Geodetic Survey in September 1999..
 KV4185
 KV4185
 KV4185.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4185
 KV4185.The geoid height was determined by GEOID03.
 KV4185
 KV4185;                    North         East     Units Scale Factor Converg.
 KV4185;SPC NJ       -   221,069.834   180,969.376   MT  0.99991180   +0 14 24.1
 KV4185;SPC NJ       -   725,293.28    593,730.36   sFT  0.99991180   +0 14 24.1
 KV4185;SPC NY L     -    73,003.582   288,793.211   MT  0.99999500   -0 05 12.8
 KV4185;SPC NY L     -   239,512.59    947,482.39   sFT  0.99999500   -0 05 12.8
 KV4185;UTM  18      - 4,519,582.083   573,122.884   MT  0.99966581   +0 34 00.9
 KV4185
 KV4185                          SUPERSEDED SURVEY CONTROL
 KV4185
 KV4185  NAD 83(1996)-  40 49 26.42033(N)    074 07 58.25228(W) AD(       ) 4
 KV4185  NAD 83(1986)-  40 49 26.41662(N)    074 07 58.26122(W) AD(       ) 4
 KV4185  NAD 27      -  40 49 26.04000(N)    074 07 59.73100(W) AD(       ) 3
 KV4185
 KV4185.Superseded values are not recommended for survey control.
 KV4185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4185.See file dsdata.txt to determine how the superseded data were derived.
 KV4185
 KV4185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7312319582(NAD 83)
 KV4185_MARKER: 85 = CHIMNEY
 KV4185
 KV4185  HISTORY     - Date     Condition        Report By
 KV4185  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4185
 KV4185                          STATION DESCRIPTION
 KV4185
 KV4185'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4222 ***********************************************************************
 KV4222  DESIGNATION -  DAM
 KV4222  PID         -  KV4222
 KV4222  STATE/COUNTY-  NJ/BERGEN
 KV4222  USGS QUAD   -  PATERSON (1995)
 KV4222
 KV4222                         *CURRENT SURVEY CONTROL
 KV4222  ___________________________________________________________________
 KV4222* NAD 83(1996)-  40 53 03.41256(N)    074 07 34.06052(W)     ADJUSTED  
 KV4222* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 KV4222  ___________________________________________________________________
 KV4222  LAPLACE CORR-           6.14  (seconds)                    DEFLEC99
 KV4222  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KV4222
 KV4222  HORZ ORDER  -  THIRD
 KV4222
 KV4222.The horizontal coordinates were established by classical geodetic methods
 KV4222.and adjusted by the National Geodetic Survey in September 1999..
 KV4222
 KV4222.The orthometric height was scaled from a topographic map.
 KV4222
 KV4222.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4222
 KV4222.The geoid height was determined by GEOID03.
 KV4222
 KV4222;                    North         East     Units Scale Factor Converg.
 KV4222;SPC NJ       -   227,765.247   181,507.628   MT  0.99991221   +0 14 41.0
 KV4222;SPC NJ       -   747,259.81    595,496.28   sFT  0.99991221   +0 14 41.0
 KV4222;SPC NY L     -    79,696.369   289,369.722   MT  0.99999508   -0 04 57.0
 KV4222;SPC NY L     -   261,470.50    949,373.83   sFT  0.99999508   -0 04 57.0
 KV4222;UTM  18      - 4,526,278.814   573,622.782   MT  0.99966671   +0 34 19.2
 KV4222
 KV4222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4222!SPC NJ       -   1.00000273  x   0.99991221  =   0.99991494
 KV4222!SPC NY L     -   1.00000273  x   0.99999508  =   0.99999781
 KV4222!UTM  18      -   1.00000273  x   0.99966671  =   0.99966944
 KV4222
 KV4222:                Primary Azimuth Mark                     Grid Az
 KV4222:SPC NJ       -  WHITE 1913                               129 18 00.3
 KV4222:SPC NY L     -  WHITE 1913                               129 37 38.3
 KV4222:UTM  18      -  WHITE 1913                               128 58 22.1
 KV4222
 KV4222|---------------------------------------------------------------------|
 KV4222| PID    Reference Object                     Distance      Geod. Az  |
 KV4222|                                                           dddmmss.s |
 KV4222| KV3889 WHITE 1913                          APPROX. 0.7 KM 1293241.3 |
 KV4222| CB5826 DAM RM 2                                           19549     |
 KV4222| KV4221 END                                 215.760 METERS 20635     |
 KV4222| CB5825 DAM RM 1                                           29952     |
 KV4222|---------------------------------------------------------------------|
 KV4222
 KV4222                          SUPERSEDED SURVEY CONTROL
 KV4222
 KV4222  NAD 83(1996)-  40 53 03.41240(N)    074 07 34.06094(W) AD(       ) 3
 KV4222  NAD 83(1986)-  40 53 03.41860(N)    074 07 34.07746(W) AD(       ) 3
 KV4222  NAD 27      -  40 53 03.02900(N)    074 07 35.51900(W) AD(       ) 3
 KV4222
 KV4222.Superseded values are not recommended for survey control.
 KV4222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4222.See file dsdata.txt to determine how the superseded data were derived.
 KV4222
 KV4222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7362326279(NAD 83)
 KV4222_MARKER: DS = TRIANGULATION STATION DISK
 KV4222_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4222_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4222
 KV4222  HISTORY     - Date     Condition        Report By
 KV4222  HISTORY     - 1913     MONUMENTED       CGS
 KV4222  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4222
 KV4222                          STATION DESCRIPTION
 KV4222
 KV4222'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4222'STATION IS ON THE E SIDE OF PASSAIC RIVER, ABOUT 30 METERS FROM
 KV4222'SHORE, IN LINE WITH THE END OF DUNDEE DAM, 4 METERS NE OF THE
 KV4222'RIVER ROAD, AND 10 METERS S OF S CORNER OF A CAFE.
 KV4222'
 KV4222'THE STATION IS MARKED BY A C. AND G.S. BRASS DISK CEMENTED IN
 KV4222'THE TOP OF A 4-INCH TILE PIPE AND SUNK TO THE GROUND LEVEL.
 KV4222'
 KV4222'THE SUBSURFACE MARK IS A BURIED BOTTLE SET IN CEMENT.
 KV4222'
 KV4222'TWO REFERENCE MARKS, EACH A COPPER TACK IN CEMENT CONTAINED IN
 KV4222'A 4-INCH TILE PIPE, ARE PLACED RESPECTIVELY 65.4 FEET N 50 DEG
 KV4222'W AND 64.2 FEET S 26 DEG W FROM THE STATION.
 KV4222
 KV4222                          STATION RECOVERY (1933)
 KV4222
 KV4222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4222'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4183 ***********************************************************************
 KV4183  DESIGNATION -  DANCE
 KV4183  PID         -  KV4183
 KV4183  STATE/COUNTY-  NJ/BERGEN
 KV4183  USGS QUAD   -  ORANGE (1981)
 KV4183
 KV4183                         *CURRENT SURVEY CONTROL
 KV4183  ___________________________________________________________________
 KV4183* NAD 83(1996)-  40 48 31.40344(N)    074 08 17.05229(W)     ADJUSTED  
 KV4183* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4183  ___________________________________________________________________
 KV4183  LAPLACE CORR-           6.13  (seconds)                    DEFLEC99
 KV4183  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KV4183
 KV4183  HORZ ORDER  -  THIRD
 KV4183
 KV4183.The horizontal coordinates were established by classical geodetic methods
 KV4183.and adjusted by the National Geodetic Survey in September 1999..
 KV4183
 KV4183.The orthometric height was scaled from a topographic map.
 KV4183
 KV4183.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4183
 KV4183.The geoid height was determined by GEOID03.
 KV4183
 KV4183;                    North         East     Units Scale Factor Converg.
 KV4183;SPC NJ       -   219,371.035   180,535.878   MT  0.99991147   +0 14 11.5
 KV4183;SPC NJ       -   719,719.80    592,308.13   sFT  0.99991147   +0 14 11.5
 KV4183;SPC NY L     -    71,307.142   288,349.992   MT  0.99999516   -0 05 25.1
 KV4183;SPC NY L     -   233,946.85    946,028.27   sFT  0.99999516   -0 05 25.1
 KV4183;UTM  18      - 4,517,881.258   572,699.188   MT  0.99966505   +0 33 48.0
 KV4183
 KV4183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4183!SPC NJ       -   1.00000494  x   0.99991147  =   0.99991641
 KV4183!SPC NY L     -   1.00000494  x   0.99999516  =   1.00000010
 KV4183!UTM  18      -   1.00000494  x   0.99966505  =   0.99966999
 KV4183
 KV4183|---------------------------------------------------------------------|
 KV4183| PID    Reference Object                     Distance      Geod. Az  |
 KV4183|                                                           dddmmss.s |
 KV4183| KV4170 COUNTY 1913                         238.725 METERS 00430     |
 KV4183| CB5828 DANCE RM 2                           12.299 METERS 08729     |
 KV4183| KV4180 NORTH ISLAND                        403.024 METERS 1925456.2 |
 KV4183| KV4181 CIDER 1913                          429.845 METERS 2075002.6 |
 KV4183| KV4182 CHIMNEY NEAR CIDER                  482.913 METERS 2563549.8 |
 KV4183| KV4153 SQUARE CHIMNEY NEAR JOINT           281.842 METERS 33703     |
 KV4183| KV4152 JOINT                               281.680 METERS 34329     |
 KV4183| CB5827 DANCE RM 1                           13.987 METERS 35609     |
 KV4183|---------------------------------------------------------------------|
 KV4183
 KV4183                          SUPERSEDED SURVEY CONTROL
 KV4183
 KV4183  NAD 83(1996)-  40 48 31.40320(N)    074 08 17.05258(W) AD(       ) 3
 KV4183  NAD 83(1986)-  40 48 31.40017(N)    074 08 17.06005(W) AD(       ) 3
 KV4183  NAD 27      -  40 48 31.04000(N)    074 08 18.52600(W) AD(       ) 3
 KV4183
 KV4183.Superseded values are not recommended for survey control.
 KV4183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4183.See file dsdata.txt to determine how the superseded data were derived.
 KV4183
 KV4183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7269917881(NAD 83)
 KV4183_MARKER: DS = TRIANGULATION STATION DISK
 KV4183_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4183_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4183
 KV4183  HISTORY     - Date     Condition        Report By
 KV4183  HISTORY     - 1913     MONUMENTED       CGS
 KV4183  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4183  HISTORY     - 20010430 MARK NOT FOUND   USPSQD
 KV4183
 KV4183                          STATION DESCRIPTION
 KV4183
 KV4183'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4183'STATION IS ON THE E SIDE OF PASSAIC RIVER, ON A DOCK ABOUT 1/8
 KV4183'MILE BELOW THE JOINT COUNTY BRIDGE.  IT IS 4 METERS FROM THE EDGE
 KV4183'OF THE DOCK AND THE SAME DISTANCE FROM A DANCING PAVILION WHICH
 KV4183'ADJOINS THE S SIDE OF THE DOCK.
 KV4183'
 KV4183'THE MARK IS A C. AND G.S. STANDARD BRASS DISK CEMENTED IN THE
 KV4183'TOP OF A 4-INCH TILE PIPE AND SUNK TO THE SURFACE LEVEL.
 KV4183'
 KV4183'THE SUBSURFACE MARK IS A BURIED BOTTLE SET IN CONCRETE.
 KV4183'
 KV4183'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CONCRETE CONTAINED
 KV4183'IN A 4-INCH TILE PIPE AND SUNK TO THE DOCK LEVEL, ARE PLACED
 KV4183'RESPECTIVELY 45.89 FEET N 6 DEG E AND 40.35 FEET S 82 DEG E FROM
 KV4183'THE STATION.
 KV4183
 KV4183                          STATION RECOVERY (1933)
 KV4183
 KV4183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4183'STATION REPORTED LOST.
 KV4183
 KV4183                          STATION RECOVERY (2001)
 KV4183
 KV4183'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV4183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4186 ***********************************************************************
 KV4186  DESIGNATION -  DANCE HALL FLAGPOLE
 KV4186  PID         -  KV4186
 KV4186  STATE/COUNTY-  NJ/BERGEN
 KV4186  USGS QUAD   -  ORANGE (1981)
 KV4186
 KV4186                         *CURRENT SURVEY CONTROL
 KV4186  ___________________________________________________________________
 KV4186* NAD 83(1996)-  40 48 31.18402(N)    074 08 17.34304(W)     ADJUSTED  
 KV4186* NAVD 88     -                                                        
 KV4186  ___________________________________________________________________
 KV4186  LAPLACE CORR-           6.13  (seconds)                    DEFLEC99
 KV4186  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KV4186
 KV4186  HORZ ORDER  -  THIRD
 KV4186
 KV4186.The horizontal coordinates were established by classical geodetic methods
 KV4186.and adjusted by the National Geodetic Survey in September 1999..
 KV4186
 KV4186
 KV4186.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4186
 KV4186.The geoid height was determined by GEOID03.
 KV4186
 KV4186;                    North         East     Units Scale Factor Converg.
 KV4186;SPC NJ       -   219,364.239   180,529.092   MT  0.99991147   +0 14 11.3
 KV4186;SPC NJ       -   719,697.51    592,285.86   sFT  0.99991147   +0 14 11.3
 KV4186;SPC NY L     -    71,300.384   288,343.166   MT  0.99999516   -0 05 25.3
 KV4186;SPC NY L     -   233,924.68    946,005.87   sFT  0.99999516   -0 05 25.3
 KV4186;UTM  18      - 4,517,874.425   572,692.443   MT  0.99966504   +0 33 47.8
 KV4186
 KV4186                          SUPERSEDED SURVEY CONTROL
 KV4186
 KV4186  NAD 83(1996)-  40 48 31.18378(N)    074 08 17.34333(W) AD(       ) 4
 KV4186  NAD 83(1986)-  40 48 31.18074(N)    074 08 17.35075(W) AD(       ) 4
 KV4186  NAD 27      -  40 48 30.82000(N)    074 08 18.82000(W) AD(       ) 3
 KV4186
 KV4186.Superseded values are not recommended for survey control.
 KV4186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4186.See file dsdata.txt to determine how the superseded data were derived.
 KV4186
 KV4186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7269217874(NAD 83)
 KV4186_MARKER: 62 = FLAGPOLE
 KV4186
 KV4186  HISTORY     - Date     Condition        Report By
 KV4186  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4186
 KV4186                          STATION DESCRIPTION
 KV4186
 KV4186'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5830 ***********************************************************************
 KV5830  DESIGNATION -  DANVILLE 2 RESET
 KV5830  PID         -  KV5830
 KV5830  STATE/COUNTY-  NJ/WARREN
 KV5830  USGS QUAD   -  WASHINGTON (1976)
 KV5830
 KV5830                         *CURRENT SURVEY CONTROL
 KV5830  ___________________________________________________________________
 KV5830* NAD 83(1996)-  40 52 12.05022(N)    074 56 12.82388(W)     ADJUSTED  
 KV5830* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 KV5830  ___________________________________________________________________
 KV5830  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 KV5830  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KV5830
 KV5830  HORZ ORDER  -  FIRST
 KV5830
 KV5830.The horizontal coordinates were established by classical geodetic methods
 KV5830.and adjusted by the National Geodetic Survey in September 1999..
 KV5830
 KV5830.The orthometric height was scaled from a topographic map.
 KV5830
 KV5830.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5830
 KV5830.The geoid height was determined by GEOID03.
 KV5830
 KV5830;                    North         East     Units Scale Factor Converg.
 KV5830;SPC NJ       -   226,205.588   113,173.225   MT  0.99991669   -0 17 09.2
 KV5830;SPC NJ       -   742,142.83    371,302.49   sFT  0.99991669   -0 17 09.2
 KV5830;SPC PA S     -   174,405.786   837,102.069   MT  0.99998624   +1 49 30.4
 KV5830;SPC PA S     -   572,196.32  2,746,392.37   sFT  0.99998624   +1 49 30.4
 KV5830;UTM  18      - 4,524,329.457   505,317.596   MT  0.99960035   +0 02 28.7
 KV5830
 KV5830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5830!SPC NJ       -   0.99995129  x   0.99991669  =   0.99986798
 KV5830!SPC PA S     -   0.99995129  x   0.99998624  =   0.99993753
 KV5830!UTM  18      -   0.99995129  x   0.99960035  =   0.99955166
 KV5830
 KV5830:                Primary Azimuth Mark                     Grid Az
 KV5830:SPC NJ       -  VIENNA CHURCH STEEPLE                    090 31 29.3
 KV5830:SPC PA S     -  VIENNA CHURCH STEEPLE                    088 24 49.7
 KV5830:UTM  18      -  VIENNA CHURCH STEEPLE                    090 11 51.4
 KV5830
 KV5830|---------------------------------------------------------------------|
 KV5830| PID    Reference Object                     Distance      Geod. Az  |
 KV5830|                                                           dddmmss.s |
 KV5830| CB6508 VIENNA CHURCH STEEPLE                              0901420.1 |
 KV5830| CB5829 DANVILLE 2 RM 1                      22.550 METERS 09232     |
 KV5830| CB5831 DANVILLE 2 RM 3                      26.185 METERS 13617     |
 KV5830| KV5821 GLEN GARDNER TANK                   APPROX.19.5 KM 1754743.2 |
 KV5830| KV3559 MONTANA BCN NJGS AWY BCN 66         APPROX.13.4 KM 2284603.4 |
 KV5830| CB5830 DANVILLE 2 RM 2                      22.341 METERS 25233     |
 KV5830|---------------------------------------------------------------------|
 KV5830
 KV5830                          SUPERSEDED SURVEY CONTROL
 KV5830
 KV5830  NAD 83(1986)-  40 52 12.04921(N)    074 56 12.82549(W) AD(       ) 1
 KV5830  NAD 27      -  40 52 11.69500(N)    074 56 14.21000(W) AD(       ) 1
 KV5830
 KV5830.Superseded values are not recommended for survey control.
 KV5830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5830.See file dsdata.txt to determine how the superseded data were derived.
 KV5830
 KV5830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0531824329(NAD 83)
 KV5830_MARKER: DS = TRIANGULATION STATION DISK
 KV5830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5830_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5830
 KV5830  HISTORY     - Date     Condition        Report By
 KV5830  HISTORY     - 1938     MONUMENTED       NJGS
 KV5830  HISTORY     - 1942     SEE DESCRIPTION  CGS
 KV5830
 KV5830                          STATION DESCRIPTION
 KV5830
 KV5830'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1938
 KV5830'STATION IS ON PROPERTY OF CHARLES PARSONS.  A 40-FOOT TIMBER
 KV5830'TOWER WAS ERECTED AND LEFT STANDING OVER STATION.
 KV5830'
 KV5830'STATION MARK IS A N.J.G.C.S. DISK SET IN A 6-INCH CYLINDRICAL
 KV5830'CONCRETE MONUMENT 2 FEET BELOW THE SURFACE OF GROUND AND IS
 KV5830'STAMPED DANVILLE 2.
 KV5830'
 KV5830'REFERENCE MARK NO.1 IS N.J.G.C.S. BRONZE DISK, STAMPED R.M. NO.1,
 KV5830'SET IN A 6-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 KV5830'GROUND, AND 73.99 FEET E OF THE STATION.
 KV5830'R.M. NO.2, SET IN A 6-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 KV5830'WITH THE GROUND, AND 73.28 FEET W OF THE STATION.
 KV5830'
 KV5830'AZIMUTH MARK IS THE STEEPLE OF THE WHITE CHURCH IN VIENNA TO
 KV5830'E OF STATION.
 KV5830
 KV5830                          STATION RECOVERY (1942)
 KV5830
 KV5830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV5830'STATION IS ABOUT 5-3/4 MILES WNW OF HACKETTSTOWN, ON PROPERTY
 KV5830'OWNED BY G.A. KAHMANN, ON THE HIGHEST PART OF THE HILL ABOUT 1/2
 KV5830'MILE N OF HIS HOUSE.  A STANDARD U.S.C. AND G.S. TRIANGULATION
 KV5830'DISK WAS SET IN THE DRILL HOLE OF THE NEW JERSEY GEODETIC
 KV5830'SURVEY STATION OF THE SAME NAME.  THE MARK IS ABOUT 1-1/2 FEET
 KV5830'BELOW THE SURFACE OF THE GROUND AND IS COVERED WITH A ROCK
 KV5830'CAIRN.  THE DISK IS STAMPED DANVILLE 2 1942.
 KV5830'
 KV5830'NO SURFACE MARK WAS ESTABLISHED.
 KV5830'
 KV5830'REFERENCE MARK NO.1 IS E OF THE STATION.  IT IS A STANDARD
 KV5830'N.J.G.C.S. DISK STAMPED ELEV NO.1 AND IS FLUSH WITH THE SURFACE
 KV5830'OF THE GROUND.
 KV5830'
 KV5830'REFERENCE MARK NO.2 IS WSW OF THE STATION.  IT IS A STANDARD
 KV5830'N.J.G.C.S. DISK STAMPED NO.2 AND IS ABOUT 7 INCHES BELOW THE
 KV5830'SURFACE OF GROUND.
 KV5830'
 KV5830'REFERENCE MARK NO.3 WAS ESTABLISHED SE OF THE STATION.  A
 KV5830'STANDARD DISK SET IN A DRILL HOLE IN A BOULDER PROJECTING ABOUT
 KV5830'8 INCHES AND IS STAMPED DANVILLE 2 1942 NO.3.
 KV5830'
 KV5830'THE ENTIRE TOP OF THE HILL WAS COVERED WITH TIMBER ABOUT 40
 KV5830'FEET HIGH AND NO PLACE WAS AVAILABLE FOR SETTING AN AZIMUTH
 KV5830'MARK.  THREE LOCAL OBJECTS WERE TAKEN FOR AZIMUTH MARKS.
 KV5830'
 KV5830'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN THE CENTER OF
 KV5830'HACKETTSTOWN GO WESTERLY ON STATE HIGHWAY 6 FOR 5.4 MILES TO A
 KV5830'ROAD RIGHT AND A SIGN HOPE 5.  TURN RIGHT AND GO ONE BLOCK TO A
 KV5830'ROAD LEFT UPHILL.  TURN LEFT AND GO 0.9 MILE ON DIRT ROAD TO A
 KV5830'WHITE HOUSE ON THE RIGHT (KAHMANN RESIDENCE).  TURN RIGHT BETWEEN
 KV5830'HOUSE AND BARN.  FOLLOW FENCE LINE N TO WOODS, THENCE W ALONG
 KV5830'WOODS TO NW CORNER OF THE WOODS.  HERE PICK UP TRAIL AND FOLLOW
 KV5830'IT NORTHERLY ABOUT 300 FEET TO THE SUMMIT AND THE STATION.
 KV5830'
 KV5830'A 50-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION THOMPSON.
 KV5830'
 KV5830'A 50-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT STATION STUYVESANT
 KV5830'1935.
 KV5830'
 KV5830'A 50-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION POHATCONG
 KV5830'1935.
 KV5830'
 KV5830'A 50-FOOT TOWER WILL SEE 47-FOOT LIGHT AT STATION THOMAS.
 KV5830'
 KV5830'A 90-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION WASHINGTON.
 KV5830'
 KV5830'A 50-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION MONTANA 1877.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3394 ***********************************************************************
 JU3394  DESIGNATION -  DAVIS
 JU3394  PID         -  JU3394
 JU3394  STATE/COUNTY-  NJ/CUMBERLAND
 JU3394  USGS QUAD   -  BEN DAVIS POINT (1993)
 JU3394
 JU3394                         *CURRENT SURVEY CONTROL
 JU3394  ___________________________________________________________________
 JU3394* NAD 83(1996)-  39 17 21.79518(N)    075 17 22.40562(W)     ADJUSTED  
 JU3394* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3394  ___________________________________________________________________
 JU3394  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 JU3394  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JU3394
 JU3394  HORZ ORDER  -  SECOND
 JU3394
 JU3394.The horizontal coordinates were established by classical geodetic methods
 JU3394.and adjusted by the National Geodetic Survey in September 1999..
 JU3394
 JU3394.The orthometric height was scaled from a topographic map.
 JU3394
 JU3394.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3394
 JU3394.The geoid height was determined by GEOID03.
 JU3394
 JU3394;                    North         East     Units Scale Factor Converg.
 JU3394;SPC NJ       -    50,921.736    81,889.370   MT  0.99995710   -0 29 60.0
 JU3394;SPC NJ       -   167,065.73    268,665.37   sFT  0.99995710   -0 29 60.0
 JU3394;SPC DE       -   143,140.250   210,965.996   MT  0.99999648   +0 04 49.8
 JU3394;SPC DE       -   469,619.30    692,144.27   sFT  0.99999648   +0 04 49.8
 JU3394;UTM  18      - 4,348,930.986   475,029.176   MT  0.99960768   -0 11 00.1
 JU3394
 JU3394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3394!SPC NJ       -   1.00000525  x   0.99995710  =   0.99996235
 JU3394!SPC DE       -   1.00000525  x   0.99999648  =   1.00000173
 JU3394!UTM  18      -   1.00000525  x   0.99960768  =   0.99961292
 JU3394
 JU3394|---------------------------------------------------------------------|
 JU3394| PID    Reference Object                     Distance      Geod. Az  |
 JU3394|                                                           dddmmss.s |
 JU3394| CB1406 DAVIS RM 2                           41.870 METERS 09155     |
 JU3394| JU3372 CROSS LEDGE SHOAL OLD LIGHTHSE      APPROX.14.8 KM 1615441.0 |
 JU3394| JU3375 ELBOW OF CROSS LEDGE LIGHT          APPROX.12.0 KM 1711654.0 |
 JU3394| JU3396 SHIP JOHN SHOAL LIGHT               APPROX. 7.7 KM 2831542.3 |
 JU3394| CB1405 DAVIS RM 1                           24.939 METERS 35601     |
 JU3394|---------------------------------------------------------------------|
 JU3394
 JU3394                          SUPERSEDED SURVEY CONTROL
 JU3394
 JU3394  NAD 83(1991)-  39 17 21.79289(N)    075 17 22.40639(W) AD(       ) 2
 JU3394  NAD 83(1986)-  39 17 21.78674(N)    075 17 22.41383(W) AD(       ) 2
 JU3394  NAD 27      -  39 17 21.37800(N)    075 17 23.72400(W) AD(       ) 2
 JU3394
 JU3394.Superseded values are not recommended for survey control.
 JU3394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3394.See file dsdata.txt to determine how the superseded data were derived.
 JU3394
 JU3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7502948931(NAD 83)
 JU3394_MARKER: DS = TRIANGULATION STATION DISK
 JU3394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3394_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3394
 JU3394  HISTORY     - Date     Condition        Report By
 JU3394  HISTORY     - 1933     MONUMENTED       CGS
 JU3394  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3394  HISTORY     - 1974     MARK NOT FOUND   NGS
 JU3394
 JU3394                          STATION DESCRIPTION
 JU3394
 JU3394'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3394'THIS STATION IS ON THE N SIDE OF THE DELAWARE RIVER ABOUT 1/2
 JU3394'MILE NW OF THE EXTREME TIP OF BEN DAVIS POINT.  STATION MARK
 JU3394'PROJECTS 10 INCHES ABOVE EARTH AND IS IN AREA CONSISTING OF
 JU3394'EARTH AND MATTED GRASS ROOTS.  IT IS ABOUT 50 FEET INSHORE.
 JU3394'
 JU3394'STATION, AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 JU3394'IN CONCRETE.  REFERENCE MARKS
 JU3394'NOS.1 AND 2 ARE STANDARD BRONZE DISKS SET IN CONCRETE IN THE
 JU3394'TOP OF A TILE.
 JU3394'
 JU3394'REFERENCE MARK NO.1 IS N OF STATION AND PROJECTS 8 INCHES
 JU3394'ABOVE SURFACE.  IT IS ABOUT 140 FEET INSHORE.
 JU3394'
 JU3394'REFERENCE MARK NO.2 IS E OF STATION AND PROJECTS 1 FOOT.  IT
 JU3394'IS ABOUT 50 FEET INSHORE.
 JU3394'
 JU3394'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU3394
 JU3394                          STATION RECOVERY (1946)
 JU3394
 JU3394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3394'A 3-HOUR SEARCH WAS CONDUCTED IN THE AREA DESCRIBED AND THE
 JU3394'STATION COULD NOT BE LOCATED.  LOCAL CONDITIONS SEEM TO INDICATE
 JU3394'THAT THE STATION HAS BEEN COVERED BY SAND AND LOST.  IN THE
 JU3394'ABSENCE OF DEFINITE REFERENCES, THE SEARCH WAS DISCONTINUED.
 JU3394
 JU3394                          STATION RECOVERY (1974)
 JU3394
 JU3394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU3394'A SEARCH WAS MADE FOR THE STATION AND NO MARKS WERE FOUND.  THE
 JU3394'ENTIRE POINT OF LAND WHICH THE STATION WAS LOCATED ON, HAS
 JU3394'WASHED AWAY BY HIGH WATER.  IT IS BELIEVED THAT ALL MARKS WERE
 JU3394'DESTROYED BY THE HIGH WATER AND EROSION.
 JU3394'
 JU3394'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3394'AT SEA BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5333 ***********************************************************************
 KV5333  DESIGNATION -  DAYTON HARDWOOD CO HALF TANK
 KV5333  PID         -  KV5333
 KV5333  STATE/COUNTY-  NJ/MIDDLESEX
 KV5333  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5333
 KV5333                         *CURRENT SURVEY CONTROL
 KV5333  ___________________________________________________________________
 KV5333* NAD 83(1996)-  40 26 47.19866(N)    074 18 51.14878(W)     ADJUSTED  
 KV5333* NAVD 88     -                                                        
 KV5333  ___________________________________________________________________
 KV5333  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 KV5333  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KV5333
 KV5333  HORZ ORDER  -  THIRD
 KV5333
 KV5333.The horizontal coordinates were established by classical geodetic methods
 KV5333.and adjusted by the National Geodetic Survey in September 1999..
 KV5333
 KV5333
 KV5333.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5333
 KV5333.The geoid height was determined by GEOID03.
 KV5333
 KV5333;                    North         East     Units Scale Factor Converg.
 KV5333;SPC NJ       -   179,098.698   165,760.118   MT  0.99990306   +0 07 13.9
 KV5333;SPC NJ       -   587,592.98    543,831.32   sFT  0.99990306   +0 07 13.9
 KV5333;SPC NY L     -    31,115.700   273,343.657   MT  1.00001957   -0 12 19.9
 KV5333;SPC NY L     -   102,085.43    896,794.98   sFT  1.00001957   -0 12 19.9
 KV5333;UTM  18      - 4,477,535.856   558,156.210   MT  0.99964163   +0 26 41.7
 KV5333
 KV5333                          SUPERSEDED SURVEY CONTROL
 KV5333
 KV5333  NAD 83(1996)-  40 26 47.19749(N)    074 18 51.14910(W) AD(       ) 4
 KV5333  NAD 83(1986)-  40 26 47.19865(N)    074 18 51.14773(W) AD(       ) 4
 KV5333  NAD 27      -  40 26 46.81900(N)    074 18 52.62400(W) AD(       ) 3
 KV5333
 KV5333.Superseded values are not recommended for survey control.
 KV5333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5333.See file dsdata.txt to determine how the superseded data were derived.
 KV5333
 KV5333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5815677536(NAD 83)
 KV5333_MARKER: 53 = ELEVATED TANK
 KV5333
 KV5333  HISTORY     - Date     Condition        Report By
 KV5333  HISTORY     - 1918     FIRST OBSERVED   CGS
 KV5333  HISTORY     - 1932     GOOD             CGS
 KV5333
 KV5333                          STATION DESCRIPTION
 KV5333
 KV5333'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (WMG)
 KV5333'STATION IS A BLACK TANK ON LEGS, SITUATED ABOUT 4 MILES SW OF S
 KV5333'AMBOY, NEW JERSEY.  IT IS A VERY PROMINENT OBJECT AND WAS CALLED
 KV5333'HALF TANK ON ACCOUNT OF THE PECULIAR KETTLE-LIKE SHAPE.
 KV5333
 KV5333                          STATION RECOVERY (1932)
 KV5333
 KV5333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5333'RECOVERED, IN GOOD CONDITION, FROM THE ORIGINAL DESCRIPTION.
 KV5333'
 KV5333'A COMPLETE DESCRIPTION FOLLOWS--THE TALL TANK, S OF THE
 KV5333'RARITAN RIVER, AND APPROXIMATELY 3 MILES S OF S AMBOY ON HIGHWAY
 KV5333'3-R-1, ON THE PROPERTY OF THE DAYTON HARDWOOD COMPANY (FORMERLY
 KV5333'THE CALIFORNIA LOADING CAMP, U.S. ARMY), RISING NEAR A SPUR
 KV5333'RAILROAD TRACK AND A SMALL BUILDING.  IT IS AN ORDINARY-TYPE,
 KV5333'CONICAL-TOP, BLACK TANK OF 9.2 METERS DIAMETER.
 KV5333'
 KV5333'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 125 FEET
 KV5333'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2753 ***********************************************************************
 KU2753  DESIGNATION -  DEAL 1934
 KU2753  PID         -  KU2753
 KU2753  STATE/COUNTY-  NJ/MONMOUTH
 KU2753  USGS QUAD   -  
 KU2753
 KU2753                         *CURRENT SURVEY CONTROL
 KU2753  ___________________________________________________________________
 KU2753* NAD 83(1996)-  40 13 52.72565(N)    073 59 49.69307(W)     ADJUSTED  
 KU2753* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KU2753  ___________________________________________________________________
 KU2753  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 KU2753  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KU2753
 KU2753  HORZ ORDER  -  THIRD
 KU2753
 KU2753.The horizontal coordinates were established by classical geodetic methods
 KU2753.and adjusted by the National Geodetic Survey in September 1999..
 KU2753
 KU2753.The orthometric height was scaled from a topographic map.
 KU2753
 KU2753.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2753
 KU2753.The geoid height was determined by GEOID03.
 KU2753
 KU2753;                    North         East     Units Scale Factor Converg.
 KU2753;SPC NJ       -   155,317.359   192,791.981   MT  0.99992253   +0 19 29.2
 KU2753;SPC NJ       -   509,570.37    632,518.36   sFT  0.99992253   +0 19 29.2
 KU2753;UTM  18      - 4,453,913.446   585,315.270   MT  0.99968960   +0 38 51.9
 KU2753
 KU2753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2753!SPC NJ       -   1.00000488  x   0.99992253  =   0.99992741
 KU2753!UTM  18      -   1.00000488  x   0.99968960  =   0.99969448
 KU2753
 KU2753                          SUPERSEDED SURVEY CONTROL
 KU2753
 KU2753  NAD 83(1986)-  40 13 52.72486(N)    073 59 49.68887(W) AD(       ) 3
 KU2753  NAD 27      -  40 13 52.32000(N)    073 59 51.19000(W) AD(       ) 3
 KU2753
 KU2753.Superseded values are not recommended for survey control.
 KU2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2753.See file dsdata.txt to determine how the superseded data were derived.
 KU2753
 KU2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8531553913(NAD 83)
 KU2753_MARKER: DS = TRIANGULATION STATION DISK
 KU2753_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KU2753_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU2753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2753
 KU2753  HISTORY     - Date     Condition        Report By
 KU2753  HISTORY     - 1934     MONUMENTED       CGS
 KU2753  HISTORY     - 1962     MARK NOT FOUND   CGS
 KU2753  HISTORY     - 1988     MARK NOT FOUND   NOSAMC
 KU2753  HISTORY     - 19920801 MARK NOT FOUND   USPSQD
 KU2753
 KU2753                          STATION DESCRIPTION
 KU2753
 KU2753'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KU2753'STATION IS CENTER OF FLAGPOLE OF DEAL COAST GUARD STATION AT
 KU2753'POINT WHERE POLE JOINS FLAG TOWER.  LOCATED ON PROPERTY OF
 KU2753'UNITED STATES COAST GUARD ON OCEAN AVENUE ON THE NE END OF DEAL
 KU2753'LAKE.
 KU2753'
 KU2753'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 KU2753'
 KU2753'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 KU2753'
 KU2753'REFERENCE MARK NO.1 IS W OF THE STATION ON THE NE CORNER OF
 KU2753'THE MAIN STATION.  REFERENCE MARK NO.2 IS NW OF THE STATION IN
 KU2753'THE SW CORNER OF LOCK ARBOR BATHS, INCORPORATED PROPERTY.
 KU2753'
 KU2753'TOP OF FLAGPOLE 85 FEET.
 KU2753'
 KU2753'REACHED VIA OCEAN AVENUE DIRECT TO STATION.
 KU2753
 KU2753                          STATION RECOVERY (1962)
 KU2753
 KU2753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2753'NOT RECOVERED.  NOW ON PRIVATE PROPERTY, THE ENTIRE AREA HAS
 KU2753'BEEN DUG UP, FILLED, AND IS NOW COVERED WITH BLOWN SAND.  THE
 KU2753'OWNER SAYS HE HAS NOT HAD KNOWLEDGE OF ANY MARKS BEING THERE
 KU2753'SINCE HE HAS BEEN THERE.
 KU2753
 KU2753                          STATION RECOVERY (1988)
 KU2753
 KU2753'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KU2753'THE STATION NOT RECOVERED AT THIS DATE. THE COAST GUARD STATION HAS
 KU2753'BEEN RAZED AND THE SITE IS NOW OCCUPIED BY A MUNICIPAL BEACH
 KU2753'PAVILLION.
 KU2753
 KU2753                          STATION RECOVERY (1992)
 KU2753
 KU2753'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5043 ***********************************************************************
 KV5043  DESIGNATION -  DEAL INCINERATOR STACK
 KV5043  PID         -  KV5043
 KV5043  STATE/COUNTY-  NJ/MONMOUTH
 KV5043  USGS QUAD   -  LONG BRANCH (1981)
 KV5043
 KV5043                         *CURRENT SURVEY CONTROL
 KV5043  ___________________________________________________________________
 KV5043* NAD 83(1996)-  40 15 23.81374(N)    074 00 10.08342(W)     ADJUSTED  
 KV5043* NAVD 88     -                                                        
 KV5043  ___________________________________________________________________
 KV5043  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 KV5043  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV5043
 KV5043  HORZ ORDER  -  THIRD
 KV5043
 KV5043.The horizontal coordinates were established by classical geodetic methods
 KV5043.and adjusted by the National Geodetic Survey in September 1999..
 KV5043
 KV5043
 KV5043.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5043
 KV5043.The geoid height was determined by GEOID03.
 KV5043
 KV5043;                    North         East     Units Scale Factor Converg.
 KV5043;SPC NJ       -   158,123.924   192,294.243   MT  0.99992201   +0 19 16.7
 KV5043;SPC NJ       -   518,778.24    630,885.36   sFT  0.99992201   +0 19 16.7
 KV5043;UTM  18      - 4,456,716.505   584,801.835   MT  0.99968852   +0 38 40.0
 KV5043
 KV5043                          SUPERSEDED SURVEY CONTROL
 KV5043
 KV5043  NAD 83(1986)-  40 15 23.81304(N)    074 00 10.07930(W) AD(       ) 4
 KV5043  NAD 27      -  40 15 23.41200(N)    074 00 11.58600(W) AD(       ) 3
 KV5043
 KV5043.Superseded values are not recommended for survey control.
 KV5043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5043.See file dsdata.txt to determine how the superseded data were derived.
 KV5043
 KV5043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8480256717(NAD 83)
 KV5043_MARKER: 63 = STACK
 KV5043_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5043
 KV5043  HISTORY     - Date     Condition        Report By
 KV5043  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5043  HISTORY     - 1962     GOOD             CGS
 KV5043  HISTORY     - 1981     GOOD             NOS
 KV5043  HISTORY     - 19920704 GOOD             USPSQD
 KV5043
 KV5043                          STATION DESCRIPTION
 KV5043
 KV5043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5043'STATION IS CENTER LINE OF TOP OF 125-FOOT YELLOW BRICK STACK
 KV5043'AT DEAL INCINERATOR PLANT.
 KV5043'
 KV5043'LOCATED ON N SIDE OF POPLAR AVENUE 30 METERS E OF PENNSYLVANIA
 KV5043'RAILROAD RIGHT-OF-WAY IN DEAL.
 KV5043
 KV5043                          STATION RECOVERY (1962)
 KV5043
 KV5043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5043'RECOVERED IN GOOD CONDITION.
 KV5043
 KV5043                          STATION RECOVERY (1981)
 KV5043
 KV5043'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 KV5043'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KV5043'
 KV5043'RECOVERED BY P. WALBOLT.
 KV5043
 KV5043                          STATION RECOVERY (1992)
 KV5043
 KV5043'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3690 ***********************************************************************
 JU3690  DESIGNATION -  DEEPWATER OPERATING SQUAT TANK
 JU3690  PID         -  JU3690
 JU3690  STATE/COUNTY-  NJ/SALEM
 JU3690  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3690
 JU3690                         *CURRENT SURVEY CONTROL
 JU3690  ___________________________________________________________________
 JU3690* NAD 83(1996)-  39 40 51.81323(N)    075 30 30.37009(W)     ADJUSTED  
 JU3690* NAVD 88     -                                                        
 JU3690  ___________________________________________________________________
 JU3690  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 JU3690  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JU3690
 JU3690  HORZ ORDER  -  THIRD
 JU3690
 JU3690.The horizontal coordinates were established by classical geodetic methods
 JU3690.and adjusted by the National Geodetic Survey in September 1999..
 JU3690
 JU3690
 JU3690.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3690
 JU3690.The geoid height was determined by GEOID03.
 JU3690
 JU3690;                    North         East     Units Scale Factor Converg.
 JU3690;SPC NJ       -    94,591.566    63,494.260   MT  0.99999210   -0 38 38.2
 JU3690;SPC NJ       -   310,339.16    208,314.08   sFT  0.99999210   -0 38 38.2
 JU3690;SPC DE       -   186,621.609   192,127.152   MT  0.99999576   -0 03 30.9
 JU3690;SPC DE       -   612,274.40    630,337.16   sFT  0.99999576   -0 03 30.9
 JU3690;UTM  18      - 4,392,482.416   456,398.695   MT  0.99962340   -0 19 28.7
 JU3690
 JU3690                          SUPERSEDED SURVEY CONTROL
 JU3690
 JU3690  NAD 83(1991)-  39 40 51.81316(N)    075 30 30.36997(W) AD(       ) 4
 JU3690  NAD 83(1986)-  39 40 51.80692(N)    075 30 30.37552(W) AD(       ) 4
 JU3690  NAD 27      -  39 40 51.40000(N)    075 30 31.66400(W) AD(       ) 3
 JU3690
 JU3690.Superseded values are not recommended for survey control.
 JU3690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3690.See file dsdata.txt to determine how the superseded data were derived.
 JU3690
 JU3690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5639992482(NAD 83)
 JU3690_MARKER: 51 = TANK
 JU3690
 JU3690  HISTORY     - Date     Condition        Report By
 JU3690  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3690  HISTORY     - 1946     GOOD             CGS
 JU3690  HISTORY     - 1975     GOOD             NGS
 JU3690
 JU3690                          STATION DESCRIPTION
 JU3690
 JU3690'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3690'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE SQUAT
 JU3690'BLACK WATER TANK NEAR THE S END OF THE POWER PLANT OF THE
 JU3690'DEEPWATER OPERATING COMPANY ON THE E BANK OF THE DELAWARE RIVER
 JU3690'JUST BELOW THE MOUTH OF THE SALEM CANAL.  THE TANK IS ABOUT 100
 JU3690'FEET HIGH.
 JU3690
 JU3690                          STATION RECOVERY (1946)
 JU3690
 JU3690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3690'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  IT HAS
 JU3690'RECENTLY BEEN PAINTED GREEN.  IN 1942 THERE WERE TWIN TANKS
 JU3690'(ELEVATED) ERECTED APPROXIMATELY 75 YARDS N OF THIS TANK.  THE
 JU3690'TWIN TANKS ARE PAINTED GREEN AND ARE APPROXIMATELY 120 FEET HIGH.
 JU3690'
 JU3690'NOTE--THE 75 YARDS APPEARS TO BE IN ERROR.
 JU3690
 JU3690                          STATION RECOVERY (1975)
 JU3690
 JU3690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3690'STATION RECOVERED IN GOOD CONDITION.  STATION IS NOW PAINTED GRAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3694 ***********************************************************************
 JU3694  DESIGNATION -  DEEPWATER OPERATING CO S STACK
 JU3694  PID         -  JU3694
 JU3694  STATE/COUNTY-  NJ/SALEM
 JU3694  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3694
 JU3694                         *CURRENT SURVEY CONTROL
 JU3694  ___________________________________________________________________
 JU3694* NAD 83(1996)-  39 40 59.18785(N)    075 30 32.16659(W)     ADJUSTED  
 JU3694* NAVD 88     -                                                        
 JU3694  ___________________________________________________________________
 JU3694  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 JU3694  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU3694
 JU3694  HORZ ORDER  -  THIRD
 JU3694
 JU3694.The horizontal coordinates were established by classical geodetic methods
 JU3694.and adjusted by the National Geodetic Survey in September 1999..
 JU3694
 JU3694
 JU3694.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3694
 JU3694.The geoid height was determined by GEOID03.
 JU3694
 JU3694;                    North         East     Units Scale Factor Converg.
 JU3694;SPC NJ       -    94,819.474    63,454.009   MT  0.99999219   -0 38 39.4
 JU3694;SPC NJ       -   311,086.89    208,182.03   sFT  0.99999219   -0 38 39.4
 JU3694;SPC DE       -   186,849.095   192,084.575   MT  0.99999577   -0 03 32.1
 JU3694;SPC DE       -   613,020.74    630,197.48   sFT  0.99999577   -0 03 32.1
 JU3694;UTM  18      - 4,392,710.011   456,357.190   MT  0.99962345   -0 19 29.9
 JU3694
 JU3694                          SUPERSEDED SURVEY CONTROL
 JU3694
 JU3694  NAD 83(1991)-  39 40 59.18782(N)    075 30 32.16653(W) AD(       ) 4
 JU3694  NAD 83(1986)-  39 40 59.18159(N)    075 30 32.17063(W) AD(       ) 4
 JU3694  NAD 27      -  39 40 58.77100(N)    075 30 33.47100(W) AD(       ) 3
 JU3694
 JU3694.Superseded values are not recommended for survey control.
 JU3694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3694.See file dsdata.txt to determine how the superseded data were derived.
 JU3694
 JU3694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5635792710(NAD 83)
 JU3694_MARKER: 63 = STACK
 JU3694
 JU3694  HISTORY     - Date     Condition        Report By
 JU3694  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3694  HISTORY     - 1975     GOOD             NGS
 JU3694
 JU3694                          STATION DESCRIPTION
 JU3694
 JU3694'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3694'THIS STATION IS THE CENTER OF THE MOST SOUTHERLY OF THREE LARGE
 JU3694'GRAY STEEL STACKS RISING ABOUT 50 FEET ABOVE THE TOP OF THE
 JU3694'LARGE BRICK AND CONCRETE BUILDING WHICH IS THE POWER HOUSE OF
 JU3694'THE DEEPWATER OPERATING COMPANY JUST S OF THE MOUTH OF THE
 JU3694'SALEM CANAL.
 JU3694
 JU3694                          STATION RECOVERY (1975)
 JU3694
 JU3694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3694'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE FOR
 JU3694'FUTURE RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3695 ***********************************************************************
 JU3695  DESIGNATION -  DEEPWATER OPERATING CO N STACK
 JU3695  PID         -  JU3695
 JU3695  STATE/COUNTY-  NJ/SALEM
 JU3695  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3695
 JU3695                         *CURRENT SURVEY CONTROL
 JU3695  ___________________________________________________________________
 JU3695* NAD 83(1996)-  39 41 01.32133(N)    075 30 31.58945(W)     ADJUSTED  
 JU3695* NAVD 88     -                                                        
 JU3695  ___________________________________________________________________
 JU3695  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 JU3695  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU3695
 JU3695  HORZ ORDER  -  THIRD
 JU3695
 JU3695.The horizontal coordinates were established by classical geodetic methods
 JU3695.and adjusted by the National Geodetic Survey in September 1999..
 JU3695
 JU3695
 JU3695.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3695
 JU3695.The geoid height was determined by GEOID03.
 JU3695
 JU3695;                    North         East     Units Scale Factor Converg.
 JU3695;SPC NJ       -    94,885.113    63,468.501   MT  0.99999216   -0 38 39.1
 JU3695;SPC NJ       -   311,302.24    208,229.57   sFT  0.99999216   -0 38 39.1
 JU3695;SPC DE       -   186,914.880   192,098.396   MT  0.99999577   -0 03 31.7
 JU3695;SPC DE       -   613,236.57    630,242.82   sFT  0.99999577   -0 03 31.7
 JU3695;UTM  18      - 4,392,775.707   456,371.311   MT  0.99962343   -0 19 29.6
 JU3695
 JU3695                          SUPERSEDED SURVEY CONTROL
 JU3695
 JU3695  NAD 83(1991)-  39 41 01.32130(N)    075 30 31.58938(W) AD(       ) 4
 JU3695  NAD 83(1986)-  39 41 01.31509(N)    075 30 31.59349(W) AD(       ) 4
 JU3695  NAD 27      -  39 41 00.90400(N)    075 30 32.89200(W) AD(       ) 3
 JU3695
 JU3695.Superseded values are not recommended for survey control.
 JU3695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3695.See file dsdata.txt to determine how the superseded data were derived.
 JU3695
 JU3695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5637192776(NAD 83)
 JU3695_MARKER: 63 = STACK
 JU3695
 JU3695  HISTORY     - Date     Condition        Report By
 JU3695  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3695  HISTORY     - 1946     GOOD             CGS
 JU3695  HISTORY     - 1975     GOOD             NGS
 JU3695
 JU3695                          STATION DESCRIPTION
 JU3695
 JU3695'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3695'THIS STATION IS THE CENTER OF THE MOST NORTHERLY OF THREE LARGE
 JU3695'GRAY STEEL STACKS RISING ABOUT 50 FEET ABOVE THE TOP OF THE
 JU3695'LARGE BRICK AND CONCRETE BUILDING WHICH IS THE POWER HOUSE OF
 JU3695'THE DEEPWATER OPERATING COMPANY JUST S OF THE MOUTH OF THE
 JU3695'SALEM CANAL.
 JU3695
 JU3695                          STATION RECOVERY (1946)
 JU3695
 JU3695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3695'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  ANOTHER
 JU3695'STACK OF SAME SIZE AND HEIGHT HAS BEEN BUILT N OF THIS STACK
 JU3695'AND MAKES A TOTAL OF FOUR STACKS ATOP OF GENERATING PLANT.  ALL
 JU3695'STACKS ARE THE SAME SIZE AND HEIGHT.  THE FOURTH STACK WAS
 JU3695'BUILT IN 1942.  INFORMATION WAS GIVEN BY SUPERINTENDENT OF THE
 JU3695'PLANT.  CONSEQUENTLY, THE FIRST AND THIRD STACKS FROM S ARE
 JU3695'TRIANGULATION STATIONS.
 JU3695
 JU3695                          STATION RECOVERY (1975)
 JU3695
 JU3695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3695'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE
 JU3695'FOR FUTURE RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3259 ***********************************************************************
 JU3259  DESIGNATION -  DEEPWATER POINT REAR RANGE
 JU3259  PID         -  JU3259
 JU3259  STATE/COUNTY-  NJ/SALEM
 JU3259  USGS QUAD   -  PENNS GROVE (1995)
 JU3259
 JU3259                         *CURRENT SURVEY CONTROL
 JU3259  ___________________________________________________________________
 JU3259* NAD 83(1996)-  39 41 59.48553(N)    075 29 36.91920(W)     ADJUSTED  
 JU3259* NAVD 88     -                                                        
 JU3259  ___________________________________________________________________
 JU3259  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 JU3259  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JU3259
 JU3259  HORZ ORDER  -  THIRD
 JU3259
 JU3259.The horizontal coordinates were established by classical geodetic methods
 JU3259.and adjusted by the National Geodetic Survey in September 1999..
 JU3259
 JU3259
 JU3259.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3259
 JU3259.The geoid height was determined by GEOID03.
 JU3259
 JU3259;                    North         East     Units Scale Factor Converg.
 JU3259;SPC NJ       -    96,664.308    64,791.046   MT  0.99998936   -0 38 05.0
 JU3259;SPC NJ       -   317,139.48    212,568.62   sFT  0.99998936   -0 38 05.0
 JU3259;SPC DE       -   188,707.504   193,402.697   MT  0.99999554   -0 02 56.9
 JU3259;SPC DE       -   619,117.87    634,522.02   sFT  0.99999554   -0 02 56.9
 JU3259;UTM  18      - 4,394,561.588   457,683.435   MT  0.99962205   -0 18 55.1
 JU3259
 JU3259                          SUPERSEDED SURVEY CONTROL
 JU3259
 JU3259  NAD 83(1991)-  39 41 59.48524(N)    075 29 36.91910(W) AD(       ) 4
 JU3259  NAD 83(1986)-  39 41 59.48009(N)    075 29 36.92403(W) AD(       ) 4
 JU3259  NAD 27      -  39 41 59.06700(N)    075 29 38.21200(W) AD(       ) 3
 JU3259
 JU3259.Superseded values are not recommended for survey control.
 JU3259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3259.See file dsdata.txt to determine how the superseded data were derived.
 JU3259
 JU3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5768394562(NAD 83)
 JU3259_MARKER: 14 = NAVIGATION LIGHT
 JU3259
 JU3259  HISTORY     - Date     Condition        Report By
 JU3259  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3259
 JU3259                          STATION DESCRIPTION
 JU3259
 JU3259'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3032 ***********************************************************************
 JU3032  DESIGNATION -  DELAIR KIECKHEFER CONTAIN STK
 JU3032  PID         -  JU3032
 JU3032  STATE/COUNTY-  NJ/CAMDEN
 JU3032  USGS QUAD   -  CAMDEN (1995)
 JU3032
 JU3032                         *CURRENT SURVEY CONTROL
 JU3032  ___________________________________________________________________
 JU3032* NAD 83(1996)-  39 58 38.21909(N)    075 03 54.95309(W)     ADJUSTED  
 JU3032* NAVD 88     -                                                        
 JU3032  ___________________________________________________________________
 JU3032  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 JU3032  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU3032
 JU3032  HORZ ORDER  -  THIRD
 JU3032
 JU3032.The horizontal coordinates were established by classical geodetic methods
 JU3032.and adjusted by the National Geodetic Survey in September 1999..
 JU3032
 JU3032
 JU3032.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3032
 JU3032.The geoid height was determined by GEOID03.
 JU3032
 JU3032;                    North         East     Units Scale Factor Converg.
 JU3032;SPC NJ       -   127,145.321   101,718.561   MT  0.99992869   -0 21 47.4
 JU3032;SPC NJ       -   417,142.61    333,721.65   sFT  0.99992869   -0 21 47.4
 JU3032;SPC PA S     -    74,986.480   829,299.019   MT  0.99999342   +1 44 30.6
 JU3032;SPC PA S     -   246,018.14  2,720,791.86   sFT  0.99999342   +1 44 30.6
 JU3032;UTM  18      - 4,425,237.907   494,427.175   MT  0.99960038   -0 02 31.0
 JU3032
 JU3032                          SUPERSEDED SURVEY CONTROL
 JU3032
 JU3032  NAD 83(1991)-  39 58 38.21637(N)    075 03 54.95607(W) AD(       ) 4
 JU3032  NAD 83(1986)-  39 58 38.21413(N)    075 03 54.95972(W) AD(       ) 4
 JU3032  NAD 27      -  39 58 37.81700(N)    075 03 56.33900(W) AD(       ) 3
 JU3032
 JU3032.Superseded values are not recommended for survey control.
 JU3032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3032.See file dsdata.txt to determine how the superseded data were derived.
 JU3032
 JU3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9442725238(NAD 83)
 JU3032_MARKER: 63 = STACK
 JU3032
 JU3032  HISTORY     - Date     Condition        Report By
 JU3032  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3032  HISTORY     - 1946     GOOD             CGS
 JU3032
 JU3032                          STATION DESCRIPTION
 JU3032
 JU3032'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3032'THIS STATION IS THE CENTER OF THE STACK AT THE KIECKHEFER CONTAINER
 JU3032'COMPANY ON THE SW SIDE OF FISHER POINT JUST BELOW THE PENNSYLVANIA
 JU3032'RAILROAD BRIDGE OVER THE DELAWARE RIVER.  IT IS A CONCRETE STACK
 JU3032'ABOUT 150 FEET HIGH WITH SLIGHT CORBEL AT THE TOP.
 JU3032
 JU3032                          STATION RECOVERY (1946)
 JU3032
 JU3032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3032'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 JU3032'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5737 ***********************************************************************
 KV5737  DESIGNATION -  DELANCO DOBBINS MEM METH CH
 KV5737  PID         -  KV5737
 KV5737  STATE/COUNTY-  NJ/BURLINGTON
 KV5737  USGS QUAD   -  BEVERLY (1973)
 KV5737
 KV5737                         *CURRENT SURVEY CONTROL
 KV5737  ___________________________________________________________________
 KV5737* NAD 83(1996)-  40 02 58.31530(N)    074 57 23.90142(W)     ADJUSTED  
 KV5737* NAVD 88     -                                                        
 KV5737  ___________________________________________________________________
 KV5737  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 KV5737  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV5737
 KV5737  HORZ ORDER  -  THIRD
 KV5737
 KV5737.The horizontal coordinates were established by classical geodetic methods
 KV5737.and adjusted by the National Geodetic Survey in September 1999..
 KV5737
 KV5737
 KV5737.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5737
 KV5737.The geoid height was determined by GEOID03.
 KV5737
 KV5737;                    North         East     Units Scale Factor Converg.
 KV5737;SPC NJ       -   135,113.556   111,037.825   MT  0.99991868   -0 17 37.8
 KV5737;SPC NJ       -   443,285.06    364,296.60   sFT  0.99991868   -0 17 37.8
 KV5737;SPC PA S     -    83,292.277   838,319.813   MT  0.99998386   +1 48 44.3
 KV5737;SPC PA S     -   273,268.08  2,750,387.59   sFT  0.99998386   +1 48 44.3
 KV5737;UTM  18      - 4,433,255.713   503,698.582   MT  0.99960017   +0 01 40.4
 KV5737
 KV5737                          SUPERSEDED SURVEY CONTROL
 KV5737
 KV5737  NAD 83(1986)-  40 02 58.31382(N)    074 57 23.90287(W) AD(       ) 4
 KV5737  NAD 27      -  40 02 57.91000(N)    074 57 25.29000(W) AD(       ) 3
 KV5737
 KV5737.Superseded values are not recommended for survey control.
 KV5737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5737.See file dsdata.txt to determine how the superseded data were derived.
 KV5737
 KV5737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0369933256(NAD 83)
 KV5737_MARKER: 90 = CHURCH SPIRE
 KV5737
 KV5737  HISTORY     - Date     Condition        Report By
 KV5737  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5737  HISTORY     - 1947     GOOD             CGS
 KV5737  HISTORY     - 19940710 GOOD             USPSQD
 KV5737
 KV5737                          STATION DESCRIPTION
 KV5737
 KV5737'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5737'STATION IS AT DELANCO, UNION AVENUE BETWEEN BURLINGTON AVENUE
 KV5737'AND THIRD STREET.  THE SPIRE ON THE WOODEN CHURCH.
 KV5737
 KV5737                          STATION RECOVERY (1947)
 KV5737
 KV5737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5737'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5737'ADEQUATE.
 KV5737
 KV5737                          STATION RECOVERY (1994)
 KV5737
 KV5737'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV5737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4210 ***********************************************************************
 KV4210  DESIGNATION -  DELAWANNA GIVAUDAN DELAWA TANK
 KV4210  PID         -  KV4210
 KV4210  STATE/COUNTY-  NJ/PASSAIC
 KV4210  USGS QUAD   -  ORANGE (1981)
 KV4210
 KV4210                         *CURRENT SURVEY CONTROL
 KV4210  ___________________________________________________________________
 KV4210* NAD 83(1996)-  40 49 48.83391(N)    074 07 49.13344(W)     ADJUSTED  
 KV4210* NAVD 88     -                                                        
 KV4210  ___________________________________________________________________
 KV4210  LAPLACE CORR-           6.24  (seconds)                    DEFLEC99
 KV4210  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KV4210
 KV4210  HORZ ORDER  -  THIRD
 KV4210
 KV4210.The horizontal coordinates were established by classical geodetic methods
 KV4210.and adjusted by the National Geodetic Survey in September 1999..
 KV4210
 KV4210
 KV4210.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4210
 KV4210.The geoid height was determined by GEOID03.
 KV4210
 KV4210;                    North         East     Units Scale Factor Converg.
 KV4210;SPC NJ       -   221,762.057   181,180.113   MT  0.99991196   +0 14 30.2
 KV4210;SPC NJ       -   727,564.35    594,421.75   sFT  0.99991196   +0 14 30.2
 KV4210;SPC NY L     -    73,694.649   289,007.912   MT  0.99999496   -0 05 06.9
 KV4210;SPC NY L     -   241,779.86    948,186.79   sFT  0.99999496   -0 05 06.9
 KV4210;UTM  18      - 4,520,275.328   573,329.617   MT  0.99966618   +0 34 07.1
 KV4210
 KV4210                          SUPERSEDED SURVEY CONTROL
 KV4210
 KV4210  NAD 83(1996)-  40 49 48.83354(N)    074 07 49.13355(W) AD(       ) 4
 KV4210  NAD 83(1986)-  40 49 48.82911(N)    074 07 49.14017(W) AD(       ) 4
 KV4210  NAD 27      -  40 49 48.47400(N)    074 07 50.62000(W) AD(       ) 3
 KV4210
 KV4210.Superseded values are not recommended for survey control.
 KV4210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4210.See file dsdata.txt to determine how the superseded data were derived.
 KV4210
 KV4210_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7333020275(NAD 83)
 KV4210_MARKER: 53 = ELEVATED TANK
 KV4210
 KV4210  HISTORY     - Date     Condition        Report By
 KV4210  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4210
 KV4210                          STATION DESCRIPTION
 KV4210
 KV4210'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4210'THE TANK, W OF THE PASSAIC RIVER IN DELAWANNA IN THE PLANT KNOWN
 KV4210'AS GIVAUDAN-DELAWANNA, INCORPORATED, ON THE N SIDE OF THE
 KV4210'DELAWARE, LACKAWANNA AND WESTERN RAILROAD, APPROXIMATELY 150
 KV4210'METERS E OF THE DELAWANNA RAILROAD STATION.  IT IS A BLACK WATER
 KV4210'TANK ELEVATED ABOUT 60 FEET.
 KV4210'
 KV4210'THE STATION IS THE TANKS BALL-APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4211 ***********************************************************************
 KV4211  DESIGNATION -  DELAWANNA GIVAUDAN DELAWA CHIM
 KV4211  PID         -  KV4211
 KV4211  STATE/COUNTY-  NJ/PASSAIC
 KV4211  USGS QUAD   -  ORANGE (1981)
 KV4211
 KV4211                         *CURRENT SURVEY CONTROL
 KV4211  ___________________________________________________________________
 KV4211* NAD 83(1996)-  40 49 48.06661(N)    074 07 49.30822(W)     ADJUSTED  
 KV4211* NAVD 88     -                                                        
 KV4211  ___________________________________________________________________
 KV4211  LAPLACE CORR-           6.23  (seconds)                    DEFLEC99
 KV4211  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KV4211
 KV4211  HORZ ORDER  -  THIRD
 KV4211
 KV4211.The horizontal coordinates were established by classical geodetic methods
 KV4211.and adjusted by the National Geodetic Survey in September 1999..
 KV4211
 KV4211
 KV4211.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4211
 KV4211.The geoid height was determined by GEOID03.
 KV4211
 KV4211;                    North         East     Units Scale Factor Converg.
 KV4211;SPC NJ       -   221,738.373   181,176.118   MT  0.99991196   +0 14 30.0
 KV4211;SPC NJ       -   727,486.65    594,408.65   sFT  0.99991196   +0 14 30.0
 KV4211;SPC NY L     -    73,670.986   289,003.782   MT  0.99999496   -0 05 07.0
 KV4211;SPC NY L     -   241,702.23    948,173.24   sFT  0.99999496   -0 05 07.0
 KV4211;UTM  18      - 4,520,251.627   573,325.758   MT  0.99966618   +0 34 07.0
 KV4211
 KV4211                          SUPERSEDED SURVEY CONTROL
 KV4211
 KV4211  NAD 83(1996)-  40 49 48.06624(N)    074 07 49.30833(W) AD(       ) 4
 KV4211  NAD 83(1986)-  40 49 48.06180(N)    074 07 49.31496(W) AD(       ) 4
 KV4211  NAD 27      -  40 49 47.70600(N)    074 07 50.79600(W) AD(       ) 3
 KV4211
 KV4211.Superseded values are not recommended for survey control.
 KV4211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4211.See file dsdata.txt to determine how the superseded data were derived.
 KV4211
 KV4211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7332620252(NAD 83)
 KV4211_MARKER: 85 = CHIMNEY
 KV4211
 KV4211  HISTORY     - Date     Condition        Report By
 KV4211  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4211
 KV4211                          STATION DESCRIPTION
 KV4211
 KV4211'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4211'THE TALL CHIMNEY, W OF THE PASSAIC RIVER, IN DELAWANNA IN THE
 KV4211'PLANT KNOWN AS GIVAUDAN-DELAWANNA, INCORPORATED, ON THE N SIDE
 KV4211'OF THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD TRACKS,
 KV4211'APPROXIMATELY 150 METERS E OF THE DELAWANNA RAILROAD STATION.  IT
 KV4211'IS A YELLOW BRICK CHIMNEY.
 KV4211'
 KV4211'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 130 FEET ABOVE
 KV4211'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4207 ***********************************************************************
 KV4207  DESIGNATION -  DELAWANNA GOODLATTE OILCL TANK
 KV4207  PID         -  KV4207
 KV4207  STATE/COUNTY-  NJ/PASSAIC
 KV4207  USGS QUAD   -  ORANGE (1981)
 KV4207
 KV4207                         *CURRENT SURVEY CONTROL
 KV4207  ___________________________________________________________________
 KV4207* NAD 83(1996)-  40 49 58.30526(N)    074 07 49.90824(W)     ADJUSTED  
 KV4207* NAVD 88     -                                                        
 KV4207  ___________________________________________________________________
 KV4207  LAPLACE CORR-           6.23  (seconds)                    DEFLEC99
 KV4207  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KV4207
 KV4207  HORZ ORDER  -  THIRD
 KV4207
 KV4207.The horizontal coordinates were established by classical geodetic methods
 KV4207.and adjusted by the National Geodetic Survey in September 1999..
 KV4207
 KV4207
 KV4207.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4207
 KV4207.The geoid height was determined by GEOID03.
 KV4207
 KV4207;                    North         East     Units Scale Factor Converg.
 KV4207;SPC NJ       -   222,054.119   181,160.728   MT  0.99991195   +0 14 29.7
 KV4207;SPC NJ       -   728,522.56    594,358.16   sFT  0.99991195   +0 14 29.7
 KV4207;SPC NY L     -    73,986.841   288,990.193   MT  0.99999495   -0 05 07.4
 KV4207;SPC NY L     -   242,738.49    948,128.66   sFT  0.99999495   -0 05 07.4
 KV4207;UTM  18      - 4,520,567.202   573,308.571   MT  0.99966615   +0 34 06.7
 KV4207
 KV4207                          SUPERSEDED SURVEY CONTROL
 KV4207
 KV4207  NAD 83(1996)-  40 49 58.30493(N)    074 07 49.90833(W) AD(       ) 4
 KV4207  NAD 83(1986)-  40 49 58.30029(N)    074 07 49.91666(W) AD(       ) 4
 KV4207  NAD 27      -  40 49 57.94500(N)    074 07 51.39600(W) AD(       ) 3
 KV4207
 KV4207.Superseded values are not recommended for survey control.
 KV4207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4207.See file dsdata.txt to determine how the superseded data were derived.
 KV4207
 KV4207_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7330920567(NAD 83)
 KV4207_MARKER: 51 = TANK
 KV4207
 KV4207  HISTORY     - Date     Condition        Report By
 KV4207  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4207
 KV4207                          STATION DESCRIPTION
 KV4207
 KV4207'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4207'THE LARGE TANK, W OF THE PASSAIC RIVER IN DELAWANNA ON THE NE
 KV4207'CORNER FORMED BY THE INTERSECTION OF DELAWANNA AVENUE AND THE
 KV4207'DELAWARE, LACKAWANNA AND WESTERN RAILROAD FREIGHT TRACKS, IN THE
 KV4207'OILCLOTH PLANT OF T.R. GOODLATTE AND SON.  IT IS A CONICAL-TOP,
 KV4207'SILVER-COLORED WATER TANK.
 KV4207'
 KV4207'THE STATION IS THE TANKS BALL APEX, APPROXIMATELY 100 FEET ABOVE
 KV4207'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4209 ***********************************************************************
 KV4209  DESIGNATION -  DELAWANNA GOODLATTE OILCL CHIM
 KV4209  PID         -  KV4209
 KV4209  STATE/COUNTY-  NJ/PASSAIC
 KV4209  USGS QUAD   -  ORANGE (1981)
 KV4209
 KV4209                         *CURRENT SURVEY CONTROL
 KV4209  ___________________________________________________________________
 KV4209* NAD 83(1996)-  40 49 57.18884(N)    074 07 48.48814(W)     ADJUSTED  
 KV4209* NAVD 88     -                                                        
 KV4209  ___________________________________________________________________
 KV4209  LAPLACE CORR-           6.23  (seconds)                    DEFLEC99
 KV4209  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV4209
 KV4209  HORZ ORDER  -  THIRD
 KV4209
 KV4209.The horizontal coordinates were established by classical geodetic methods
 KV4209.and adjusted by the National Geodetic Survey in September 1999..
 KV4209
 KV4209
 KV4209.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4209
 KV4209.The geoid height was determined by GEOID03.
 KV4209
 KV4209;                    North         East     Units Scale Factor Converg.
 KV4209;SPC NJ       -   222,019.824   181,194.143   MT  0.99991197   +0 14 30.6
 KV4209;SPC NJ       -   728,410.04    594,467.78   sFT  0.99991197   +0 14 30.6
 KV4209;SPC NY L     -    73,952.353   289,023.415   MT  0.99999495   -0 05 06.4
 KV4209;SPC NY L     -   242,625.34    948,237.65   sFT  0.99999495   -0 05 06.4
 KV4209;UTM  18      - 4,520,533.107   573,342.173   MT  0.99966621   +0 34 07.6
 KV4209
 KV4209                          SUPERSEDED SURVEY CONTROL
 KV4209
 KV4209  NAD 83(1996)-  40 49 57.18849(N)    074 07 48.48823(W) AD(       ) 4
 KV4209  NAD 83(1986)-  40 49 57.18438(N)    074 07 48.49484(W) AD(       ) 4
 KV4209  NAD 27      -  40 49 56.82900(N)    074 07 49.97500(W) AD(       ) 3
 KV4209
 KV4209.Superseded values are not recommended for survey control.
 KV4209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4209.See file dsdata.txt to determine how the superseded data were derived.
 KV4209
 KV4209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7334220533(NAD 83)
 KV4209_MARKER: 85 = CHIMNEY
 KV4209
 KV4209  HISTORY     - Date     Condition        Report By
 KV4209  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4209
 KV4209                          STATION DESCRIPTION
 KV4209
 KV4209'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4209'THE CHIMNEY, W OF THE PASSAIC RIVER, IN DELAWANNA ON THE NE CORNER
 KV4209'FORMED BY THE INTERSECTION OF DELAWANNA AVENUE AND DELAWARE,
 KV4209'LACKAWANNA AND WESTERN RAILROAD FREIGHT TRACKS, IN THE OILCLOTH
 KV4209'PLANT OF T.R. GOODLATTE AND SON.  IT IS A TALL, RED CHIMNEY WITH
 KV4209'VERTICAL WHITE STRIPS NEAR ITS TOP.
 KV4209'
 KV4209'THE STATION IS THE CHIMNEY TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4187 ***********************************************************************
 KV4187  DESIGNATION -  DELAWANNA WALDRICK BLEACH CHIM
 KV4187  PID         -  KV4187
 KV4187  STATE/COUNTY-  NJ/PASSAIC
 KV4187  USGS QUAD   -  ORANGE (1981)
 KV4187
 KV4187                         *CURRENT SURVEY CONTROL
 KV4187  ___________________________________________________________________
 KV4187* NAD 83(1996)-  40 49 24.11906(N)    074 07 55.36489(W)     ADJUSTED  
 KV4187* NAVD 88     -                                                        
 KV4187  ___________________________________________________________________
 KV4187  LAPLACE CORR-           6.19  (seconds)                    DEFLEC99
 KV4187  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KV4187
 KV4187  HORZ ORDER  -  THIRD
 KV4187
 KV4187.The horizontal coordinates were established by classical geodetic methods
 KV4187.and adjusted by the National Geodetic Survey in September 1999..
 KV4187
 KV4187
 KV4187.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4187
 KV4187.The geoid height was determined by GEOID03.
 KV4187
 KV4187;                    North         East     Units Scale Factor Converg.
 KV4187;SPC NJ       -   220,999.128   181,037.320   MT  0.99991185   +0 14 26.0
 KV4187;SPC NJ       -   725,061.31    593,953.27   sFT  0.99991185   +0 14 26.0
 KV4187;SPC NY L     -    72,932.484   288,860.756   MT  0.99999501   -0 05 10.9
 KV4187;SPC NY L     -   239,279.32    947,704.00   sFT  0.99999501   -0 05 10.9
 KV4187;UTM  18      - 4,519,511.784   573,191.213   MT  0.99966593   +0 34 02.8
 KV4187
 KV4187                          SUPERSEDED SURVEY CONTROL
 KV4187
 KV4187  NAD 83(1996)-  40 49 24.11869(N)    074 07 55.36490(W) AD(       ) 4
 KV4187  NAD 83(1986)-  40 49 24.11308(N)    074 07 55.37085(W) AD(       ) 4
 KV4187  NAD 27      -  40 49 23.75600(N)    074 07 56.85300(W) AD(       ) 3
 KV4187
 KV4187.Superseded values are not recommended for survey control.
 KV4187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4187.See file dsdata.txt to determine how the superseded data were derived.
 KV4187
 KV4187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7319119512(NAD 83)
 KV4187_MARKER: 85 = CHIMNEY
 KV4187
 KV4187  HISTORY     - Date     Condition        Report By
 KV4187  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4187  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV4187
 KV4187                          STATION DESCRIPTION
 KV4187
 KV4187'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4187'THE CHIMNEY, W OF THE PASSAIC RIVER IN DELAWANNA ON RIVER ROAD
 KV4187'BETWEEN THIRD RIVER AND THE DELAWARE, LACKAWANNA AND WESTERN
 KV4187'RAILROAD BRIDGE, IN THE PLANT OF THE WALDRICK BLEACHERY.  IT IS
 KV4187'A YELLOW BRICK CHIMNEY.
 KV4187'
 KV4187'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 170 FEET ABOVE
 KV4187'GROUND.
 KV4187
 KV4187                          STATION RECOVERY (2001)
 KV4187
 KV4187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV4187'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3557 ***********************************************************************
 KV3557  DESIGNATION -  DELAWARE
 KV3557  PID         -  KV3557
 KV3557  STATE/COUNTY-  NJ/WARREN
 KV3557  USGS QUAD   -  PORTLAND (1997)
 KV3557
 KV3557                         *CURRENT SURVEY CONTROL
 KV3557  ___________________________________________________________________
 KV3557* NAD 83(1996)-  40 54 01.53177(N)    075 03 11.49363(W)     ADJUSTED  
 KV3557* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 KV3557  ___________________________________________________________________
 KV3557  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 KV3557  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KV3557
 KV3557  HORZ ORDER  -  SECOND
 KV3557
 KV3557.The horizontal coordinates were established by classical geodetic methods
 KV3557.and adjusted by the National Geodetic Survey in September 1999..
 KV3557
 KV3557.The orthometric height was scaled from a topographic map.
 KV3557
 KV3557.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3557
 KV3557.The geoid height was determined by GEOID03.
 KV3557
 KV3557;                    North         East     Units Scale Factor Converg.
 KV3557;SPC NJ       -   229,637.950   103,391.614   MT  0.99992673   -0 21 43.9
 KV3557;SPC NJ       -   753,403.84    339,210.65   sFT  0.99992673   -0 21 43.9
 KV3557;SPC PA S     -   177,475.637   827,199.979   MT  0.99999026   +1 44 58.8
 KV3557;SPC PA S     -   582,267.99  2,713,905.26   sFT  0.99999026   +1 44 58.8
 KV3557;SPC PA N     -    85,024.329   827,200.174   MT  0.99999729   +1 47 02.6
 KV3557;SPC PA N     -   278,950.65  2,713,905.90   sFT  0.99999729   +1 47 02.6
 KV3557;UTM  18      - 4,527,704.804   495,519.689   MT  0.99960025   -0 02 05.4
 KV3557
 KV3557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3557!SPC NJ       -   0.99997107  x   0.99992673  =   0.99989780
 KV3557!SPC PA S     -   0.99997107  x   0.99999026  =   0.99996133
 KV3557!SPC PA N     -   0.99997107  x   0.99999729  =   0.99996836
 KV3557!UTM  18      -   0.99997107  x   0.99960025  =   0.99957133
 KV3557
 KV3557|---------------------------------------------------------------------|
 KV3557| PID    Reference Object                     Distance      Geod. Az  |
 KV3557|                                                           dddmmss.s |
 KV3557| CB3961 DELAWARE RM 1                        31.303 METERS 09331     |
 KV3557| CB3960 DELAWARE AZ MK                                     1435816.4 |
 KV3557| CB3962 DELAWARE RM 2                        26.024 METERS 25612     |
 KV3557|---------------------------------------------------------------------|
 KV3557
 KV3557                          SUPERSEDED SURVEY CONTROL
 KV3557
 KV3557  NAD 83(1986)-  40 54 01.53025(N)    075 03 11.49494(W) AD(       ) 2
 KV3557  NAD 27      -  40 54 01.17700(N)    075 03 12.86400(W) AD(       ) 2
 KV3557
 KV3557.Superseded values are not recommended for survey control.
 KV3557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3557.See file dsdata.txt to determine how the superseded data were derived.
 KV3557
 KV3557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9552027705(NAD 83)
 KV3557_MARKER: DD = SURVEY DISK
 KV3557_SETTING: 80 = SET IN A BOULDER
 KV3557
 KV3557  HISTORY     - Date     Condition        Report By
 KV3557  HISTORY     - 1938     MONUMENTED       NJDCED
 KV3557
 KV3557                          STATION DESCRIPTION
 KV3557
 KV3557'DESCRIBED BY NJ CONS AND ECON DEV 1938
 KV3557'STATION IS 1 MILE NE OF DELAWARE.
 KV3557'
 KV3557'STATION AND REFERENCE MARKS ARE NEW JERSEY DEPARTMENT OF
 KV3557'CONSERVATION AND DEVELOPMENT BRONZE DISKS.  STATION MARK IS SET
 KV3557'IN ROCK, ABOUT 1 FOOT BELOW PRESENT SURFACE OF FIELD.
 KV3557'
 KV3557'REFERENCE MARK NO.1 IS SET IN ROCK OUTCROP 4.0 FEET HIGHER
 KV3557'THAN STATION, AND IS STAMPED R.M.1.
 KV3557'
 KV3557'REFERENCE MARK NO.2 IS SET IN ROCK OUTCROP 4.5 FEET LOWER THAN
 KV3557'STATION, AND IS STAMPED R.M.2.
 KV3557'
 KV3557'CROSS-CUT IS A RIGHT CROSS OF 0.15 FOOT LINES CHISELED IN TOP
 KV3557'OF IRREGULAR ACCRETION-ROCK MASS LYING SE OF FENCE MENTIONED
 KV3557'IN REACHING STATION.
 KV3557'
 KV3557'AZIMUTH MARK IS THE FINIAL ATOP THE VENTILATOR OF THE LARGEST
 KV3557'SILO OF A GROUP ABOUT 3/4 MILE SE.
 KV3557'
 KV3557'TO REACH THE STATION FROM DELAWARE, SET SPEEDOMETER TO 0.0
 KV3557'OPPOSITE THE RAILROAD STATION AND PROCEED SE ALONG NEW JERSEY
 KV3557'HIGHWAY 6 TO 0.7 MILE, TURN NE UNDER RAILROAD ONTO BLACK-TOP ROAD
 KV3557'AND PROCEED TO 1.7 MILES TO ENTRANCE TO I.C. POYERS FARM, TURN
 KV3557'LEFT AND CROSS BRIDGE OVER BROOK, FOLLOWING ROAD TO HOUSE AND
 KV3557'BARNS AT 1.85 MILES, HERE, BEYOND BARNS, TAKE FIELD ROAD LEADING
 KV3557'NE AND GO THROUGH SECOND FENCE, TURN NW FOR A DISTANCE OF ABOUT
 KV3557'0.1 MILE, PARK CAR AND PROCEED ON FOOT TO TOP OF HILL AT RAIL
 KV3557'AND STONE FENCE.  STATION IS ACROSS FENCE AND ABOUT 110 FEET SW
 KV3557'AT AN ELEVATION ABOUT 6 FEET LOWER THAN HILL AT FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3330 ***********************************************************************
 JU3330  DESIGNATION -  DELAWARE ORD DEPOT SQUAT TANK
 JU3330  PID         -  JU3330
 JU3330  STATE/COUNTY-  NJ/SALEM
 JU3330  USGS QUAD   -  MARCUS HOOK (1993)
 JU3330
 JU3330                         *CURRENT SURVEY CONTROL
 JU3330  ___________________________________________________________________
 JU3330* NAD 83(1996)-  39 45 00.50866(N)    075 26 56.57441(W)     ADJUSTED  
 JU3330* NAVD 88     -                                                        
 JU3330  ___________________________________________________________________
 JU3330  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 JU3330  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU3330
 JU3330  HORZ ORDER  -  THIRD
 JU3330
 JU3330.The horizontal coordinates were established by classical geodetic methods
 JU3330.and adjusted by the National Geodetic Survey in September 1999..
 JU3330
 JU3330
 JU3330.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3330
 JU3330.The geoid height was determined by GEOID03.
 JU3330
 JU3330;                    North         East     Units Scale Factor Converg.
 JU3330;SPC NJ       -   102,205.546    68,669.931   MT  0.99998141   -0 36 24.8
 JU3330;SPC NJ       -   335,319.36    225,294.60   sFT  0.99998141   -0 36 24.8
 JU3330;SPC DE       -   194,288.171   197,224.757   MT  0.99999509   -0 01 14.5
 JU3330;SPC DE       -   637,427.11    647,061.56   sFT  0.99999509   -0 01 14.5
 JU3330;SPC PA S     -    48,849.437   797,185.734   MT  1.00003369   +1 29 34.2
 JU3330;SPC PA S     -   160,266.86  2,615,433.53   sFT  1.00003369   +1 29 34.2
 JU3330;UTM  18      - 4,400,122.344   461,529.947   MT  0.99961822   -0 17 13.7
 JU3330
 JU3330                          SUPERSEDED SURVEY CONTROL
 JU3330
 JU3330  NAD 83(1991)-  39 45 00.50864(N)    075 26 56.57426(W) AD(       ) 4
 JU3330  NAD 83(1986)-  39 45 00.50443(N)    075 26 56.57736(W) AD(       ) 4
 JU3330  NAD 27      -  39 45 00.09700(N)    075 26 57.87700(W) AD(       ) 3
 JU3330
 JU3330.Superseded values are not recommended for survey control.
 JU3330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3330.See file dsdata.txt to determine how the superseded data were derived.
 JU3330
 JU3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6153000122(NAD 83)
 JU3330_MARKER: 51 = TANK
 JU3330_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3330
 JU3330  HISTORY     - Date     Condition        Report By
 JU3330  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3330  HISTORY     - 1946     GOOD             CGS
 JU3330  HISTORY     - 1975     GOOD             NGS
 JU3330  HISTORY     - 1982     GOOD             NOS
 JU3330
 JU3330                          STATION DESCRIPTION
 JU3330
 JU3330'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3330'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE SQUAT SILVER
 JU3330'WATER TANK NEAR THE S CORNER OF THE RESERVATION OF THE DELAWARE
 JU3330'ORDNANCE DEPOT, UNITED STATES ARMY BETWEEN ROUTE 44 AND THE
 JU3330'DELAWARE RIVER AT OLDMANS POINT ABOUT 2 MILES NE OF PENNS
 JU3330'GROVE.  THE TANK IS ABOUT 200 FEET NW OF ROUTE N.J. 44 AND
 JU3330'ABOUT 25 FEET SW OF THE ENTRANCE DRIVE.  THE TANK IS ABOUT 90
 JU3330'FEET HIGH.  IT IS LIGHTED AT NIGHT BY A FLOODLIGHT ON EACH OF
 JU3330'FOUR LEGS.  IT IS LETTERED UNITED STATES ARMY DELAWARE
 JU3330'ORDNANCE DEPOT ON THE NE AND SW SIDES.  THERE IS A FENCED
 JU3330'PLATFORM AROUND THE BOTTOM OF THE TANK.
 JU3330
 JU3330                          STATION RECOVERY (1946)
 JU3330
 JU3330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3330'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU3330'IS ADEQUATE EXCEPT FOR THE FOLLOWING--
 JU3330'
 JU3330'CHANGE - 25 FEET SW OF THE ENTRANCE DRIVE.
 JU3330'
 JU3330'TO - 0.15 MILE S OF THE ENTRANCE DRIVE.  (ENTRANCE GATE HAS
 JU3330'BEEN CHANGED.)
 JU3330'
 JU3330'PREVIOUSLY LISTED AS DELAWARE ORDNANCE DEPOT WATER TANK.
 JU3330
 JU3330                          STATION RECOVERY (1975)
 JU3330
 JU3330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3330'THE STATION WAS RECOVERED IN FAIR CONDITION.  THE TANK IS NOW
 JU3330'PAINTED CHECKERED RED AND WHITE.  THE ORIGINAL TO REACH IS ADEQUATE.
 JU3330
 JU3330                          STATION RECOVERY (1982)
 JU3330
 JU3330'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU3330'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0776 ***********************************************************************
 LY0776  DESIGNATION -  DELENOY
 LY0776  PID         -  LY0776
 LY0776  STATE/COUNTY-  NJ/SUSSEX
 LY0776  USGS QUAD   -  NEWTON WEST (1994)
 LY0776
 LY0776                         *CURRENT SURVEY CONTROL
 LY0776  ___________________________________________________________________
 LY0776* NAD 83(1996)-  41 07 02.79986(N)    074 48 00.19095(W)     ADJUSTED  
 LY0776* NAVD 88     -       319.908  (meters)    1049.56   (feet)  ADJUSTED  
 LY0776  ___________________________________________________________________
 LY0776  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 LY0776  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 LY0776  DYNAMIC HT  -         319.769 (meters)    1049.11  (feet)  COMP
 LY0776  MODELED GRAV-     980,179.7   (mgal)                       NAVD 88
 LY0776
 LY0776  HORZ ORDER  -  SECOND
 LY0776  VERT ORDER  -  SECOND    CLASS 0
 LY0776
 LY0776.The horizontal coordinates were established by classical geodetic methods
 LY0776.and adjusted by the National Geodetic Survey in September 1999..
 LY0776
 LY0776.The orthometric height was determined by differential leveling
 LY0776.and adjusted by the National Geodetic Survey in June 1991..
 LY0776
 LY0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY0776
 LY0776.The geoid height was determined by GEOID03.
 LY0776
 LY0776.The dynamic height is computed by dividing the NAVD 88
 LY0776.geopotential number by the normal gravity value computed on the
 LY0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0776.degrees latitude (g = 980.6199 gals.).
 LY0776
 LY0776.The modeled gravity was interpolated from observed gravity values.
 LY0776
 LY0776;                    North         East     Units Scale Factor Converg.
 LY0776;SPC NJ       -   253,632.442   124,802.350   MT  0.99990781   -0 11 50.3
 LY0776;SPC NJ       -   832,125.77    409,455.71   sFT  0.99990781   -0 11 50.3
 LY0776;SPC PA N     -   109,805.977   847,698.040   MT  0.99997047   +1 57 05.4
 LY0776;SPC PA N     -   360,255.11  2,781,155.99   sFT  0.99997047   +1 57 05.4
 LY0776;UTM  18      - 4,551,813.899   516,785.966   MT  0.99960347   +0 07 53.4
 LY0776
 LY0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY0776!SPC NJ       -   0.99995495  x   0.99990781  =   0.99986276
 LY0776!SPC PA N     -   0.99995495  x   0.99997047  =   0.99992542
 LY0776!UTM  18      -   0.99995495  x   0.99960347  =   0.99955844
 LY0776
 LY0776:                Primary Azimuth Mark                     Grid Az
 LY0776:SPC NJ       -  BRANCHVILLE NORMANOCK LOT                019 59 34.9
 LY0776:SPC PA N     -  BRANCHVILLE NORMANOCK LOT                017 50 39.2
 LY0776:UTM  18      -  BRANCHVILLE NORMANOCK LOT                019 39 51.2
 LY0776
 LY0776|---------------------------------------------------------------------|
 LY0776| PID    Reference Object                     Distance      Geod. Az  |
 LY0776|                                                           dddmmss.s |
 LY0776| LY2624 BRANCHVILLE NORMANOCK LOT           APPROX. 8.3 KM 0194744.6 |
 LY0776| LY2899 DELENOY AZ MK                       APPROX. 2.3 KM 1154401.8 |
 LY0776| LY2629 NEWTON PRESBYTERIAN CH SPIRE        APPROX. 7.7 KM 1501043.7 |
 LY0776| LY2628 NEWTON MUNICIPAL TANK               APPROX. 7.5 KM 1561312.4 |
 LY0776| LY0777 DELENOY RM 1                         15.430 METERS 16336     |
 LY0776| LY0778 DELENOY RM 2                         13.198 METERS 23927     |
 LY0776|---------------------------------------------------------------------|
 LY0776
 LY0776                          SUPERSEDED SURVEY CONTROL
 LY0776
 LY0776  NAD 83(1996)-  41 07 02.79941(N)    074 48 00.19144(W) AD(       ) 2
 LY0776  NAD 83(1986)-  41 07 02.79991(N)    074 48 00.19134(W) AD(       ) 2
 LY0776  NAD 27      -  41 07 02.45300(N)    074 48 01.59000(W) AD(       ) 2
 LY0776  NGVD 29 (??/??/92)  320.104  (m)         1050.21   (f) ADJ UNCH    2 0
 LY0776
 LY0776.Superseded values are not recommended for survey control.
 LY0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0776.See file dsdata.txt to determine how the superseded data were derived.
 LY0776
 LY0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1678651814(NAD 83)
 LY0776_MARKER: DS = TRIANGULATION STATION DISK
 LY0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0776_SP_SET: CONCRETE POST
 LY0776_STAMPING: DELENOY 1942
 LY0776_MARK LOGO: CGS   
 LY0776_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0776+STABILITY: SURFACE MOTION
 LY0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0776+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1990
 LY0776
 LY0776  HISTORY     - Date     Condition        Report By
 LY0776  HISTORY     - 1942     MONUMENTED       CGS
 LY0776  HISTORY     - 1942     GOOD             CGS
 LY0776  HISTORY     - 19900625 GOOD             NJGS
 LY0776
 LY0776                          STATION DESCRIPTION
 LY0776
 LY0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY0776'STATION IS ABOUT 5 MILES N BY W OF NEWTON, ON THE SUMMIT OF A
 LY0776'HIGH HILL ON LAND OWNED BY MR. J.A. DE LENOY.  THE ESTATE IS
 LY0776'KNOWN AS HOLLAND HILL.  THE HILL IS WOODED AND VERY BRUSHY.  IT
 LY0776'IS STAMPED DE LE NOY 1942 AND PROJECTS ABOUT 6 INCHES.
 LY0776'
 LY0776'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 LY0776'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LY0776'
 LY0776'REFERENCE MARK NO. 1 IS S BY E OF THE STATION IN A CLEAR
 LY0776'AREA.  IT IS A STANDARD DISK SET FLUSH IN A DRILL HOLE IN THE
 LY0776'BOULDER WHICH IS FLUSH WITH THE GROUND.  IT IS STAMPED DE LE NOY
 LY0776'NO.1 1942.
 LY0776'
 LY0776'REFERENCE MARK NO. 2 IS WSW OF THE STATION.  IT IS A STANDARD
 LY0776'DISK SET FLUSH IN A DRILL HOLE IN A BOULDER PROJECTING ABOUT 4
 LY0776'INCHES.  CLEARING TO THIS REFERENCE MARK WAS NECESSARY.
 LY0776'
 LY0776'THE AZIMUTH MARK IS ABOUT 1.25 MILES SE OF THE STATION AT THE
 LY0776'INTERSECTION OF THE NEWTON ROAD WITH THE SWARTSWOOD-BRANCHVILLE
 LY0776'ROAD.  IT IS 19 FEET NW OF THE CENTER LINE OF THE
 LY0776'SWARTSWOOD-BRANCHVILLE ROAD AND 18 FEET SW OF THE PROLONGATION OF
 LY0776'THE NEWTON ROAD.  IT IS NOT VISIBLE FROM THE GROUND WITHOUT
 LY0776'CONSIDERABLE CLEARING OF BRUSH.  A 20-FOOT TOWER WILL BE
 LY0776'REQUIRED TO CLEAR THE BRUSH AND SMALL TREES.
 LY0776'
 LY0776'TO REACH THE AZIMUTH MARK FROM THE STATION RETURN TO THE DIRT
 LY0776'ROAD AND TURN RIGHT, FOLLOW THE DIRT ROAD FOR 0.15 MILE AND
 LY0776'TURN RIGHT ON THE GRAVEL ROAD.  FOLLOW THIS GRAVEL ROAD FOR 1.8
 LY0776'MILES TO THE INTERSECTION WITH THE NEWTON ROAD, MARKED BY A
 LY0776'SIGN POST IN THE CENTER TRIANGLE.  THE MARK IS THEN ON THE LEFT.
 LY0776'
 LY0776'TO REACH THE STATION FROM THE COURTHOUSE IN NEWTON, FOLLOW
 LY0776'HIGHWAY S-31 NORTHWARD FOR ABOUT 0.1 MILE THEN TAKE THE LEFT
 LY0776'FORK, MILL STREET, GO 2.9 MILES AND TURN LEFT AS PER SIGN
 LY0776'BALESVILLE, GO 1.8 MILES TO T-INTERSECTION (AND AZIMUTH MARK),
 LY0776'TURN LEFT AS PER SIGN SWARTSWOOD, GO 0.9 MILE TO T-INTERSECTION,
 LY0776'KEEP STRAIGHT AHEAD FOR 0.9 MILE, TAKE LEFT FORK, GRAVEL ROAD,
 LY0776'FOR 0.15 MILE TO A DIM TRAIL ON THE LEFT.  FOLLOW THIS DIM
 LY0776'TRAIL UP THE HILL FOR ABOUT 350 FEET TO THE STATION
 LY0776'SITE.  FOLLOWING RAINS A TRUCK WILL HAVE DIFFICULTY FOLLOWING
 LY0776'THIS TRAIL.  THE STATION IS ON THE NW SIDE OF THE PARTIALLY
 LY0776'CLEAR AREA AT THE TOP OF THE HILL.
 LY0776'
 LY0776'A 20-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT STATION CULVERS
 LY0776'GAP 1881.
 LY0776'
 LY0776'A 20-FOOT TOWER WILL SEE A 8-FOOT LIGHT AT STATION SMITHS
 LY0776'HILL 2 (N.J.G.S. 1936).
 LY0776'
 LY0776'A 20-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION ISLEE.
 LY0776
 LY0776                          STATION RECOVERY (1942)
 LY0776
 LY0776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 LY0776'2.9 MI NE FROM SWARTSWOOD.
 LY0776'0.2 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0776'AT SWARTSWOOD, THENCE 1.4 MILES NORTHEAST ALONG A GRAVEL ROAD,
 LY0776'THENCE 1.3 MILES NORTHEAST ALONG A DIRT ROAD, ON TOP OF A HILL,
 LY0776'ABOUT 300 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AT THE NORTH
 LY0776'EDGE OF AN OLD ABANDONED FIELD.  A STANDARD TRIANGULATION
 LY0776'STATION DISK, SET IN THE TOP OF A CONCRETE POST.
 LY0776
 LY0776                          STATION RECOVERY (1990)
 LY0776
 LY0776'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 LY0776'THE STATION IS LOCATED IN HAMPTON TOWNSHIP ON PROPERTY OWNED BY MARTHA
 LY0776'CLARE, R.D.10 BOX 10602, NEWTON, N.J., PHONE NUMBER  201 948 7088.
 LY0776'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS 533 AND 621
 LY0776'JUST SOUTH OF LAKE KEMAH, GO WEST FOR 0.2 KM (0.10 MI) ALONG KEMAH
 LY0776'MECCA LAKE ROAD, COUNTY ROAD 521 TO MARY JONES ROAD ON THE LEFT.
 LY0776'TURN LEFT ON MARY JONES ROAD AND GO 0.4 KM (0.25 MI) SOUTH TO A
 LY0776'DRIVE ON THE LEFT.  TURN LEFT AND GO UPHILL TO A WHITE HOUSE.  THE
 LY0776'STATION, LOCATED IN WOODS TO THE REAR OF THE HOUSE IS 14.4 M
 LY0776'(47.2 FT) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN SHED
 LY0776'AND 0.8 M (2.6 FT) SOUTH OF A METAL WITNESS POST.  THE STATION IS A
 LY0776'STANDARD DISK, STAMPED DELENOY 1942, SET IN THE TOP OF A SQUARE
 LY0776'CONCRETE MONUMENT AND PROJECTS 20 CM ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2899 ***********************************************************************
 LY2899  DESIGNATION -  DELENOY AZ MK
 LY2899  PID         -  LY2899
 LY2899  STATE/COUNTY-  NJ/SUSSEX
 LY2899  USGS QUAD   -  NEWTON WEST (1994)
 LY2899
 LY2899                         *CURRENT SURVEY CONTROL
 LY2899  ___________________________________________________________________
 LY2899* NAD 83(1996)-  41 06 30.36307(N)    074 46 31.24106(W)     ADJUSTED  
 LY2899* NAVD 88     -       170.7    (meters)     560.     (feet)  GPS OBS   
 LY2899  ___________________________________________________________________
 LY2899  X           -   1,263,858.873 (meters)                     COMP
 LY2899  Y           -  -4,643,874.509 (meters)                     COMP
 LY2899  Z           -   4,171,594.807 (meters)                     COMP
 LY2899  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 LY2899  ELLIP HEIGHT-         138.04  (meters)          (10/23/02) GPS OBS
 LY2899  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 LY2899
 LY2899  HORZ ORDER  -  FIRST
 LY2899  ELLP ORDER  -  FOURTH    CLASS I
 LY2899
 LY2899.The horizontal coordinates were established by GPS observations
 LY2899.and adjusted by the National Geodetic Survey in May 1999..
 LY2899
 LY2899.The orthometric height was determined by GPS observations and a
 LY2899.high-resolution geoid model.
 LY2899
 LY2899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2899
 LY2899.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2899
 LY2899.The ellipsoidal height was determined by GPS observations
 LY2899.and is referenced to NAD 83.
 LY2899
 LY2899.The geoid height was determined by GEOID03.
 LY2899
 LY2899;                    North         East     Units Scale Factor Converg.
 LY2899;SPC NJ       -   252,625.049   126,874.128   MT  0.99990658   -0 10 51.7
 LY2899;SPC NJ       -   828,820.68    416,252.87   sFT  0.99990658   -0 10 51.7
 LY2899;UTM  18      - 4,550,818.713   518,862.860   MT  0.99960438   +0 08 51.7
 LY2899
 LY2899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2899!SPC NJ       -   0.99997835  x   0.99990658  =   0.99988493
 LY2899!UTM  18      -   0.99997835  x   0.99960438  =   0.99958274
 LY2899
 LY2899                          SUPERSEDED SURVEY CONTROL
 LY2899
 LY2899  ELLIP H (05/14/99)  138.05   (m)                       GP(       ) 4 1
 LY2899  NAD 83(1996)-  41 06 30.36268(N)    074 46 31.24149(W) AD(       ) 1
 LY2899  NAD 83(1986)-  41 06 30.36271(N)    074 46 31.24049(W) AD(       ) 1
 LY2899
 LY2899.Superseded values are not recommended for survey control.
 LY2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2899.See file dsdata.txt to determine how the superseded data were derived.
 LY2899
 LY2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1886350819(NAD 83)
 LY2899_MARKER: DZ = AZIMUTH MARK DISK
 LY2899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2899_SP_SET: CONCRETE POST
 LY2899_STAMPING: DELENOY 1942
 LY2899_MARK LOGO: CGS   
 LY2899_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2899+STABILITY: SURFACE MOTION
 LY2899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2899+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1993
 LY2899
 LY2899  HISTORY     - Date     Condition        Report By
 LY2899  HISTORY     - 1942     MONUMENTED       CGS
 LY2899  HISTORY     - 19910507 GOOD             NJGS
 LY2899  HISTORY     - 19930923 GOOD             NJGS
 LY2899
 LY2899                          STATION DESCRIPTION
 LY2899
 LY2899'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 LY2899'THE STATION IS LOCATED IN HAMPTON TOWNSHIP ON THE NORTHWEST SIDE OF
 LY2899'COUNTY ROAD 626,627 BRANCHVILLE LAWSON ROAD, AT THE TEE INTERSECTION
 LY2899'WITH COUNTY ROAD 626, HALSEY MYRTLE GROVE ROAD, NORTHWEST OF
 LY2899'BALESVILLE.  TO REACH THE STATION FROM THE CROSSROADS INTERSECTION OF
 LY2899'COUNTY ROAD 519, NEWTON HALSEY ROAD, WITH COUNTY ROAD 626, IN HALSEY,
 LY2899'GO NORTHWEST ON COUNTY ROAD 626 FOR 1.8 MI (2.9 KM) , PASSING THE
 LY2899'FORMER BALESVILLE POST OFFICE AT 0.9 MI (1.4 KM) , TO THE TEE
 LY2899'INTERSECTION WITH COUNTY ROAD 627 AND THE STATION AHEAD.  THE STATION
 LY2899'IS 9.2 M (30.2 FT) EAST NORTHEAST OF POLE NO. HN1021, 6.6 M
 LY2899'(21.7 FT) NORTHWEST OF THE BRANCHVILLE LAWSON ROAD CENTERLINE, 4.9 M
 LY2899'(16.1 FT) SOUTHWEST OF THE HALSEY MRYTLE GROVE ROAD CENTERLINE
 LY2899'EXTENDED AND FLUSH WITH THE GROUND.
 LY2899
 LY2899                          STATION RECOVERY (1993)
 LY2899
 LY2899'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 LY2899'THE STATION IS LOCATED IN HAMPTON TOWNSHIP ON THE NORTHWEST SIDE OF
 LY2899'COUNTY ROAD 626,627 BRANCHVILLE LAWSON ROAD, AT THE TEE INTERSECTION
 LY2899'WITH COUNTY ROAD 626, HALSEY MYRTLE GROVE ROAD, NORTHWEST OF
 LY2899'BALESVILLE AND ON PROPERTY OWNED BY MR. THOMAS BRODHECKER, RD 10, BOX
 LY2899'10631, NEWTON, NEW JERSEY 07860, PHONE  210 383 3592.  TO REACH THE
 LY2899'STATION FROM THE CROSSROADS INTERSECTION OF COUNTY ROAD 519, NEWTON
 LY2899'HALSEY ROAD, WITH COUNTY ROAD 626, IN HALSEY, GO NORTHWEST ON COUNTY
 LY2899'ROAD 626 FOR 1.8 MI (2.9 KM) , PASSING THE FORMER BALESVILLE POST
 LY2899'OFFICE AT 0.9 MI (1.4 KM) , TO THE TEE INTERSECTION WITH COUNTY ROAD
 LY2899'627 AND THE STATION AHEAD.  THE STATION IS 9.2 M (30.2 FT) EAST
 LY2899'NORTHEAST OF POLE NO. HN1021, 6.6 M (21.7 FT) NORTHWEST OF THE
 LY2899'BRANCHVILLE LAWSON ROAD CENTERLINE, 4.9 M (16.1 FT) SOUTHWEST OF THE
 LY2899'HALSEY MRYTLE GROVE ROAD CENTERLINE EXTENDED AND FLUSH WITH THE
 LY2899'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0777 ***********************************************************************
 LY0777  DESIGNATION -  DELENOY RM 1
 LY0777  PID         -  LY0777
 LY0777  STATE/COUNTY-  NJ/SUSSEX
 LY0777  USGS QUAD   -  NEWTON WEST (1994)
 LY0777
 LY0777                         *CURRENT SURVEY CONTROL
 LY0777  ___________________________________________________________________
 LY0777* NAD 83(1986)-  41 07 02.     (N)    074 48 01.     (W)     SCALED    
 LY0777* NAVD 88     -       319.491  (meters)    1048.20   (feet)  ADJUSTED  
 LY0777  ___________________________________________________________________
 LY0777  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 LY0777  DYNAMIC HT  -         319.352 (meters)    1047.74  (feet)  COMP
 LY0777  MODELED GRAV-     980,179.7   (mgal)                       NAVD 88
 LY0777
 LY0777  VERT ORDER  -  SECOND    CLASS 0
 LY0777
 LY0777.The horizontal coordinates were scaled from a topographic map and have
 LY0777.an estimated accuracy of +/- 6 seconds.
 LY0777
 LY0777.The orthometric height was determined by differential leveling
 LY0777.and adjusted by the National Geodetic Survey in June 1991..
 LY0777
 LY0777.The geoid height was determined by GEOID03.
 LY0777
 LY0777.The dynamic height is computed by dividing the NAVD 88
 LY0777.geopotential number by the normal gravity value computed on the
 LY0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0777.degrees latitude (g = 980.6199 gals.).
 LY0777
 LY0777.The modeled gravity was interpolated from observed gravity values.
 LY0777
 LY0777;                    North         East    Units  Estimated Accuracy
 LY0777;SPC NJ       -   253,610.      124,780.      MT  (+/- 180 meters Scaled)
 LY0777
 LY0777                          SUPERSEDED SURVEY CONTROL
 LY0777
 LY0777  NGVD 29 (??/??/92)  319.687  (m)         1048.84   (f) ADJ UNCH    2 0
 LY0777
 LY0777.Superseded values are not recommended for survey control.
 LY0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0777.See file dsdata.txt to determine how the superseded data were derived.
 LY0777
 LY0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL167517(NAD 83)
 LY0777_MARKER: DR = REFERENCE MARK DISK
 LY0777_SETTING: 80 = SET IN A BOULDER
 LY0777_SP_SET: BOULDER
 LY0777_STAMPING: DELENOY NO 1 1942
 LY0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0777+STABILITY: SURFACE MOTION
 LY0777
 LY0777  HISTORY     - Date     Condition        Report By
 LY0777  HISTORY     - 1942     MONUMENTED       CGS
 LY0777
 LY0777                          STATION DESCRIPTION
 LY0777
 LY0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0777'2.9 MI NE FROM SWARTSWOOD.
 LY0777'0.2 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0777'AT SWARTSWOOD, THENCE 1.4 MILES NORTHEAST ALONG A GRAVEL ROAD,
 LY0777'THENCE 1.3 MILES NORTHEAST ALONG A DIRT ROAD, ABOUT 350 FEET
 LY0777'SOUTH OF THE CENTER LINE OF THE ROAD, AND 50.6 FEET SOUTH OF
 LY0777'DELENOY.  A STANDARD REFERENCE MARK DISK, SET IN THE TOP OF AN
 LY0777'OUTCROPPING BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0778 ***********************************************************************
 LY0778  DESIGNATION -  DELENOY RM 2
 LY0778  PID         -  LY0778
 LY0778  STATE/COUNTY-  NJ/SUSSEX
 LY0778  USGS QUAD   -  NEWTON WEST (1994)
 LY0778
 LY0778                         *CURRENT SURVEY CONTROL
 LY0778  ___________________________________________________________________
 LY0778* NAD 83(1986)-  41 07 02.     (N)    074 48 01.     (W)     SCALED    
 LY0778* NAVD 88     -       319.877  (meters)    1049.46   (feet)  ADJUSTED  
 LY0778  ___________________________________________________________________
 LY0778  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 LY0778  DYNAMIC HT  -         319.738 (meters)    1049.01  (feet)  COMP
 LY0778  MODELED GRAV-     980,179.7   (mgal)                       NAVD 88
 LY0778
 LY0778  VERT ORDER  -  SECOND    CLASS 0
 LY0778
 LY0778.The horizontal coordinates were scaled from a topographic map and have
 LY0778.an estimated accuracy of +/- 6 seconds.
 LY0778
 LY0778.The orthometric height was determined by differential leveling
 LY0778.and adjusted by the National Geodetic Survey in June 1991..
 LY0778
 LY0778.The geoid height was determined by GEOID03.
 LY0778
 LY0778.The dynamic height is computed by dividing the NAVD 88
 LY0778.geopotential number by the normal gravity value computed on the
 LY0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0778.degrees latitude (g = 980.6199 gals.).
 LY0778
 LY0778.The modeled gravity was interpolated from observed gravity values.
 LY0778
 LY0778;                    North         East    Units  Estimated Accuracy
 LY0778;SPC NJ       -   253,610.      124,780.      MT  (+/- 180 meters Scaled)
 LY0778
 LY0778                          SUPERSEDED SURVEY CONTROL
 LY0778
 LY0778  NGVD 29 (??/??/92)  320.073  (m)         1050.11   (f) ADJ UNCH    2 0
 LY0778
 LY0778.Superseded values are not recommended for survey control.
 LY0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0778.See file dsdata.txt to determine how the superseded data were derived.
 LY0778
 LY0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL167517(NAD 83)
 LY0778_MARKER: DR = REFERENCE MARK DISK
 LY0778_SETTING: 80 = SET IN A BOULDER
 LY0778_SP_SET: BOULDER
 LY0778_STAMPING: DELENOY NO 2 1942
 LY0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0778+STABILITY: SURFACE MOTION
 LY0778
 LY0778  HISTORY     - Date     Condition        Report By
 LY0778  HISTORY     - 1942     MONUMENTED       CGS
 LY0778
 LY0778                          STATION DESCRIPTION
 LY0778
 LY0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0778'2.9 MI NE FROM SWARTSWOOD.
 LY0778'0.2 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0778'AT SWARTSWOOD, THENCE 1.4 MILES NORTHEAST ALONG A GRAVEL ROAD,
 LY0778'THENCE 1.3 MILES NORTHEAST ALONG A DIRT ROAD, ON TOP OF A HILL,
 LY0778'ABOUT 300 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 43.3
 LY0778'FEET WEST OF DELENOY.  A STANDARD REFERENCE MARK DISK, SET IN
 LY0778'THE TOP OF A ROCK OUTCROPPING BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4428 ***********************************************************************
 JU4428  DESIGNATION -  DENNIS 1
 JU4428  PID         -  JU4428
 JU4428  STATE/COUNTY-  NJ/CAPE MAY
 JU4428  USGS QUAD   -  SEA ISLE CITY (1977)
 JU4428
 JU4428                         *CURRENT SURVEY CONTROL
 JU4428  ___________________________________________________________________
 JU4428* NAD 83(1996)-  39 10 36.21805(N)    074 43 36.48768(W)     ADJUSTED  
 JU4428* NAVD 88     -         2.6    (meters)       9.     (feet)  GPS OBS   
 JU4428  ___________________________________________________________________
 JU4428  X           -   1,304,183.417 (meters)                     COMP
 JU4428  Y           -  -4,776,068.506 (meters)                     COMP
 JU4428  Z           -   4,007,524.980 (meters)                     COMP
 JU4428  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 JU4428  ELLIP HEIGHT-         -32.28  (meters)          (10/23/02) GPS OBS
 JU4428  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 JU4428
 JU4428  HORZ ORDER  -  FIRST
 JU4428  ELLP ORDER  -  FOURTH    CLASS I
 JU4428
 JU4428.The horizontal coordinates were established by GPS observations
 JU4428.and adjusted by the National Geodetic Survey in May 1999..
 JU4428
 JU4428.The orthometric height was determined by GPS observations and a
 JU4428.high-resolution geoid model.
 JU4428
 JU4428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4428
 JU4428.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4428
 JU4428.The ellipsoidal height was determined by GPS observations
 JU4428.and is referenced to NAD 83.
 JU4428
 JU4428.The geoid height was determined by GEOID03.
 JU4428
 JU4428;                    North         East     Units Scale Factor Converg.
 JU4428;SPC NJ       -    38,142.762   130,403.865   MT  0.99990473   -0 08 35.8
 JU4428;SPC NJ       -   125,140.04    427,833.35   sFT  0.99990473   -0 08 35.8
 JU4428;UTM  18      - 4,336,424.033   523,597.739   MT  0.99960686   +0 10 21.3
 JU4428
 JU4428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4428!SPC NJ       -   1.00000506  x   0.99990473  =   0.99990979
 JU4428!UTM  18      -   1.00000506  x   0.99960686  =   0.99961192
 JU4428
 JU4428:                Primary Azimuth Mark                     Grid Az
 JU4428:SPC NJ       -  DENNIS 2                                 027 18 22.4
 JU4428:UTM  18      -  DENNIS 2                                 026 59 25.3
 JU4428
 JU4428|---------------------------------------------------------------------|
 JU4428| PID    Reference Object                     Distance      Geod. Az  |
 JU4428|                                                           dddmmss.s |
 JU4428| JU4429 DENNIS 2                            APPROX. 0.6 KM 0270946.6 |
 JU4428|---------------------------------------------------------------------|
 JU4428
 JU4428                          SUPERSEDED SURVEY CONTROL
 JU4428
 JU4428  ELLIP H (05/14/99)  -32.31   (m)                       GP(       ) 4 1
 JU4428  NAD 83(1992)-  39 10 36.21759(N)    074 43 36.48734(W) AD(       ) 1
 JU4428  ELLIP H (04/25/94)  -32.43   (m)                       GP(       ) 3 1
 JU4428
 JU4428.Superseded values are not recommended for survey control.
 JU4428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4428.See file dsdata.txt to determine how the superseded data were derived.
 JU4428
 JU4428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2359836424(NAD 83)
 JU4428_MARKER: DD = SURVEY DISK
 JU4428_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU4428_SP_SET: CULVERT WINGWALL
 JU4428_STAMPING: DENNIS 1 1991
 JU4428_MARK LOGO: NJHA  
 JU4428_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4428+STABILITY: SURFACE MOTION
 JU4428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4428+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1993
 JU4428
 JU4428  HISTORY     - Date     Condition        Report By
 JU4428  HISTORY     - 1991     MONUMENTED       NJHA
 JU4428  HISTORY     - 19930611 GOOD
 JU4428
 JU4428                          STATION DESCRIPTION
 JU4428
 JU4428'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 JU4428'THE STATION IS LOCATED IN THE TOWNSHIP OF DENNIS ON THE EAST SIDE OF
 JU4428'THE GARDEN STATE PARKWAY SOUTHBOUND LANES AT ABOUT MILEPOINT 17.90,
 JU4428'ON THE TOP OF A PIPE CULVERT WINGWALL ABOUT 0.4 MI (0.6 KM) SOUTH OF
 JU4428'THE SEAVILLE SERVICE AREA.  THE STATION, SET FLUSH ON THE SOUTHEAST
 JU4428'END OF THE WINGWALL, IS 25.1 FT (7.7 M) SOUTHEAST FROM THE SOLID
 JU4428'YELLOW LINE AT THE EAST EDGE OF THE SOUTHBOUND LANES, 9.5 FT (2.9 M)
 JU4428'SOUTHEAST FROM THE BACK OF GUIDE RAIL AT THE EAST SIDE OF THE
 JU4428'SOUTHBOUND ROADWAYS AND 18.5 FT (5.6 M) EAST NORTHEAST FROM THE
 JU4428'SOUTHERLY END OF THE GUIDE RAIL.
 JU4428
 JU4428                          STATION RECOVERY (1993)
 JU4428
 JU4428'RECOVERED 1993
 JU4428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4429 ***********************************************************************
 JU4429  DESIGNATION -  DENNIS 2
 JU4429  PID         -  JU4429
 JU4429  STATE/COUNTY-  NJ/CAPE MAY
 JU4429  USGS QUAD   -  SEA ISLE CITY (1977)
 JU4429
 JU4429                         *CURRENT SURVEY CONTROL
 JU4429  ___________________________________________________________________
 JU4429* NAD 83(1996)-  39 10 53.01755(N)    074 43 25.41195(W)     ADJUSTED  
 JU4429* NAVD 88     -         3.6    (meters)      12.     (feet)  GPS OBS   
 JU4429  ___________________________________________________________________
 JU4429  X           -   1,304,353.848 (meters)                     COMP
 JU4429  Y           -  -4,775,683.500 (meters)                     COMP
 JU4429  Z           -   4,007,927.213 (meters)                     COMP
 JU4429  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 JU4429  ELLIP HEIGHT-         -31.27  (meters)          (10/23/02) GPS OBS
 JU4429  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 JU4429
 JU4429  HORZ ORDER  -  FIRST
 JU4429  ELLP ORDER  -  FOURTH    CLASS I
 JU4429
 JU4429.The horizontal coordinates were established by GPS observations
 JU4429.and adjusted by the National Geodetic Survey in May 1999..
 JU4429
 JU4429.The orthometric height was determined by GPS observations and a
 JU4429.high-resolution geoid model.
 JU4429
 JU4429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4429
 JU4429.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4429
 JU4429.The ellipsoidal height was determined by GPS observations
 JU4429.and is referenced to NAD 83.
 JU4429
 JU4429.The geoid height was determined by GEOID03.
 JU4429
 JU4429;                    North         East     Units Scale Factor Converg.
 JU4429;SPC NJ       -    38,660.123   130,670.966   MT  0.99990460   -0 08 28.8
 JU4429;SPC NJ       -   126,837.42    428,709.66   sFT  0.99990460   -0 08 28.8
 JU4429;UTM  18      - 4,336,942.704   523,861.905   MT  0.99960701   +0 10 28.4
 JU4429
 JU4429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4429!SPC NJ       -   1.00000491  x   0.99990460  =   0.99990951
 JU4429!UTM  18      -   1.00000491  x   0.99960701  =   0.99961191
 JU4429
 JU4429:                Primary Azimuth Mark                     Grid Az
 JU4429:SPC NJ       -  DENNIS 1                                 207 18 22.4
 JU4429:UTM  18      -  DENNIS 1                                 206 59 25.2
 JU4429
 JU4429|---------------------------------------------------------------------|
 JU4429| PID    Reference Object                     Distance      Geod. Az  |
 JU4429|                                                           dddmmss.s |
 JU4429| JU4428 DENNIS 1                            APPROX. 0.6 KM 2070953.6 |
 JU4429|---------------------------------------------------------------------|
 JU4429
 JU4429                          SUPERSEDED SURVEY CONTROL
 JU4429
 JU4429  ELLIP H (05/14/99)  -31.30   (m)                       GP(       ) 4 1
 JU4429  NAD 83(1992)-  39 10 53.01707(N)    074 43 25.41159(W) AD(       ) 1
 JU4429  ELLIP H (04/25/94)  -31.42   (m)                       GP(       ) 3 1
 JU4429
 JU4429.Superseded values are not recommended for survey control.
 JU4429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4429.See file dsdata.txt to determine how the superseded data were derived.
 JU4429
 JU4429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2386236943(NAD 83)
 JU4429_MARKER: DD = SURVEY DISK
 JU4429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4429_SP_SET: CONCRETE POST
 JU4429_STAMPING: DENNIS 2 1991
 JU4429_MARK LOGO: NJHA  
 JU4429_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4429+STABILITY: SURFACE MOTION
 JU4429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4429+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1993
 JU4429
 JU4429  HISTORY     - Date     Condition        Report By
 JU4429  HISTORY     - 1991     MONUMENTED       NJHA
 JU4429  HISTORY     - 19930611 GOOD
 JU4429
 JU4429                          STATION DESCRIPTION
 JU4429
 JU4429'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 JU4429'THE STATION IS LOCATED IN THE TOWNSHIP OF DENNIS ON THE EAST SIDE OF
 JU4429'THE GARDEN STATE PARKWAY AT ABOUT MILEPOINT 18.26 AND IN THE SEAVILLE
 JU4429'SERVICE AREA IN THE GRASS BETWEEN THE RAMP THROUGH THE SERVICE AREA
 JU4429'FROM AND TO THE SOUTHBOUND LANES.  THE STATION, IS 44.3 FT (13.5 M)
 JU4429'EAST SOUTHEAST FROM, AND NORMAL TO, THE SOLID YELLOW LINE AT THE EAST
 JU4429'EDGE OF THE SOUTHBOUND LANES, 122.7 FT (37.4 M) WEST SOUTHWEST FROM
 JU4429'POLE NUMBER 22368 IN AN ISLAND AT THE PARKING FOR THE SERVICE AREA,
 JU4429'7.6 FT (2.3 M) NORTHWEST FROM A NAIL IN COIN SET NEAR THE WEST EDGE
 JU4429'OF THE SERVICE AREA PAVEMENT AND 75.7 FT (23.1 M) NORTHEAST FROM POLE
 JU4429'NUMBER 22367.
 JU4429
 JU4429                          STATION RECOVERY (1993)
 JU4429
 JU4429'RECOVERED 1993
 JU4429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2970 ***********************************************************************
 JU2970  DESIGNATION -  DENNIS CREEK FRONT RANGE LIGHT
 JU2970  PID         -  JU2970
 JU2970  STATE/COUNTY-  NJ/CAPE MAY
 JU2970  USGS QUAD   -  HEISLERVILLE (1977)
 JU2970
 JU2970                         *CURRENT SURVEY CONTROL
 JU2970  ___________________________________________________________________
 JU2970* NAD 83(1996)-  39 09 56.09974(N)    074 53 45.69747(W)     ADJUSTED  
 JU2970* NAVD 88     -                                                        
 JU2970  ___________________________________________________________________
 JU2970  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 JU2970  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 JU2970
 JU2970  HORZ ORDER  -  THIRD
 JU2970
 JU2970.The horizontal coordinates were established by classical geodetic methods
 JU2970.and adjusted by the National Geodetic Survey in September 1999..
 JU2970
 JU2970
 JU2970.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2970
 JU2970.The geoid height was determined by GEOID03.
 JU2970
 JU2970;                    North         East     Units Scale Factor Converg.
 JU2970;SPC NJ       -    36,955.892   115,777.069   MT  0.99991442   -0 15 00.4
 JU2970;SPC NJ       -   121,246.12    379,845.27   sFT  0.99991442   -0 15 00.4
 JU2970;UTM  18      - 4,335,156.944   508,982.177   MT  0.99960099   +0 03 56.4
 JU2970
 JU2970                          SUPERSEDED SURVEY CONTROL
 JU2970
 JU2970  NAD 83(1991)-  39 09 56.08512(N)    074 53 45.69779(W) AD(       ) 4
 JU2970  NAD 83(1986)-  39 09 56.08094(N)    074 53 45.70214(W) AD(       ) 4
 JU2970  NAD 27      -  39 09 55.67000(N)    074 53 47.08000(W) AD(       ) 3
 JU2970
 JU2970.Superseded values are not recommended for survey control.
 JU2970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2970.See file dsdata.txt to determine how the superseded data were derived.
 JU2970
 JU2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0898235157(NAD 83)
 JU2970_MARKER: 14 = NAVIGATION LIGHT
 JU2970
 JU2970  HISTORY     - Date     Condition        Report By
 JU2970  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU2970
 JU2970                          STATION DESCRIPTION
 JU2970
 JU2970'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2971 ***********************************************************************
 JU2971  DESIGNATION -  DENNIS CREEK REAR RANGE LIGHT
 JU2971  PID         -  JU2971
 JU2971  STATE/COUNTY-  NJ/CAPE MAY
 JU2971  USGS QUAD   -  HEISLERVILLE (1977)
 JU2971
 JU2971                         *CURRENT SURVEY CONTROL
 JU2971  ___________________________________________________________________
 JU2971* NAD 83(1996)-  39 09 59.79770(N)    074 53 41.43271(W)     ADJUSTED  
 JU2971* NAVD 88     -                                                        
 JU2971  ___________________________________________________________________
 JU2971  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 JU2971  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 JU2971
 JU2971  HORZ ORDER  -  THIRD
 JU2971
 JU2971.The horizontal coordinates were established by classical geodetic methods
 JU2971.and adjusted by the National Geodetic Survey in September 1999..
 JU2971
 JU2971
 JU2971.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2971
 JU2971.The geoid height was determined by GEOID03.
 JU2971
 JU2971;                    North         East     Units Scale Factor Converg.
 JU2971;SPC NJ       -    37,069.475   115,879.939   MT  0.99991433   -0 14 57.8
 JU2971;SPC NJ       -   121,618.77    380,182.77   sFT  0.99991433   -0 14 57.8
 JU2971;UTM  18      - 4,335,271.056   509,084.387   MT  0.99960102   +0 03 59.1
 JU2971
 JU2971                          SUPERSEDED SURVEY CONTROL
 JU2971
 JU2971  NAD 83(1991)-  39 09 59.78305(N)    074 53 41.43296(W) AD(       ) 4
 JU2971  NAD 83(1986)-  39 09 59.77877(N)    074 53 41.43731(W) AD(       ) 4
 JU2971  NAD 27      -  39 09 59.36800(N)    074 53 42.82000(W) AD(       ) 3
 JU2971
 JU2971.Superseded values are not recommended for survey control.
 JU2971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2971.See file dsdata.txt to determine how the superseded data were derived.
 JU2971
 JU2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0908435271(NAD 83)
 JU2971_MARKER: 14 = NAVIGATION LIGHT
 JU2971
 JU2971  HISTORY     - Date     Condition        Report By
 JU2971  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU2971
 JU2971                          STATION DESCRIPTION
 JU2971
 JU2971'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3564 ***********************************************************************
 KV3564  DESIGNATION -  DEPEW
 KV3564  PID         -  KV3564
 KV3564  STATE/COUNTY-  NJ/WARREN
 KV3564  USGS QUAD   -  BANGOR (1994)
 KV3564
 KV3564                         *CURRENT SURVEY CONTROL
 KV3564  ___________________________________________________________________
 KV3564* NAD 83(1996)-  40 45 02.25421(N)    075 07 32.08293(W)     ADJUSTED  
 KV3564* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 KV3564  ___________________________________________________________________
 KV3564  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 KV3564  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KV3564
 KV3564  HORZ ORDER  -  SECOND
 KV3564
 KV3564.The horizontal coordinates were established by classical geodetic methods
 KV3564.and adjusted by the National Geodetic Survey in September 1999..
 KV3564
 KV3564.The orthometric height was scaled from a topographic map.
 KV3564
 KV3564.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3564
 KV3564.The geoid height was determined by GEOID03.
 KV3564
 KV3564;                    North         East     Units Scale Factor Converg.
 KV3564;SPC NJ       -   213,045.250    97,174.082   MT  0.99993434   -0 24 30.1
 KV3564;SPC NJ       -   698,965.96    318,811.97   sFT  0.99993434   -0 24 30.1
 KV3564;SPC PA S     -   160,664.271   821,597.731   MT  0.99997317   +1 42 09.7
 KV3564;SPC PA S     -   527,112.70  2,695,525.22   sFT  0.99997317   +1 42 09.7
 KV3564;UTM  18      - 4,511,082.385   489,398.942   MT  0.99960138   -0 04 55.1
 KV3564
 KV3564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3564!SPC NJ       -   0.99997020  x   0.99993434  =   0.99990454
 KV3564!SPC PA S     -   0.99997020  x   0.99997317  =   0.99994337
 KV3564!UTM  18      -   0.99997020  x   0.99960138  =   0.99957159
 KV3564
 KV3564:                Primary Azimuth Mark                     Grid Az
 KV3564:SPC NJ       -  DEPEW AZ MK                              046 18 13.0
 KV3564:SPC PA S     -  DEPEW AZ MK                              044 11 33.2
 KV3564:UTM  18      -  DEPEW AZ MK                              045 58 38.0
 KV3564
 KV3564|---------------------------------------------------------------------|
 KV3564| PID    Reference Object                     Distance      Geod. Az  |
 KV3564|                                                           dddmmss.s |
 KV3564| CB3972 DEPEW AZ MK                                        0455342.9 |
 KV3564|---------------------------------------------------------------------|
 KV3564
 KV3564                          SUPERSEDED SURVEY CONTROL
 KV3564
 KV3564  NAD 83(1986)-  40 45 02.25273(N)    075 07 32.08545(W) AD(       ) 2
 KV3564  NAD 27      -  40 45 01.89700(N)    075 07 33.46200(W) AD(       ) 2
 KV3564
 KV3564.Superseded values are not recommended for survey control.
 KV3564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3564.See file dsdata.txt to determine how the superseded data were derived.
 KV3564
 KV3564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8939911082(NAD 83)
 KV3564_MARKER: DS = TRIANGULATION STATION DISK
 KV3564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3564
 KV3564  HISTORY     - Date     Condition        Report By
 KV3564  HISTORY     - 1942     MONUMENTED       CGS
 KV3564
 KV3564                          STATION DESCRIPTION
 KV3564
 KV3564'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3564'THE STATION IS ABOUT 1 MILE NE OF THE VILLAGE OF HARMONY ON PROPERTY
 KV3564'OWNED BY K.A. DEPEW.  IT IS 12 FEET E BY N OF A 4-INCH WILD PLUM
 KV3564'TREE, 8 FEET W BY S OF A 5-INCH WILD CHERRY TREE, AND 12 FEET SW OF
 KV3564'THE LANE.  SURFACE MARK IS STAMPED DEPEW 1942 AND PROJECTS 6
 KV3564'INCHES.
 KV3564'
 KV3564'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KV3564'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 KV3564'
 KV3564'REFERENCE MARK NO. 1 IS E BY N OF THE STATION IN A FENCE LINE AND
 KV3564'13 FEET SW OF THE LANE.  IT IS STAMPED DEPEW NO.1 1942 AND
 KV3564'PROJECTS 6 INCHES.
 KV3564'
 KV3564'REFERENCE MARK NO. 2 IS W BY S OF THE STATION IN A FENCE LINE 13
 KV3564'FEET SW OF THE CENTER OF THE LANE.  IT IS STAMPED DEPEW NO.2
 KV3564'1942 AND PROJECTS 4 INCHES.
 KV3564'
 KV3564'THE AZIMUTH MARK IS 0.3 MILE NE OF THE STATION IN A FENCE LINE
 KV3564'AND 17 FEET SW OF THE CENTER OF A GRAVEL ROAD.  IT IS STAMPED
 KV3564'DEPEW 1942 AND PROJECTS 5 INCHES, WITNESSED BY A 4- BY 4-INCH
 KV3564'WHITE POST.  TO REACH FROM THE STATION FOLLOW LANE AND FARM ROAD
 KV3564'NORTHERLY BACK TO THE MAIN ROAD, TURN RIGHT AND CONTINUE FOR 0.3
 KV3564'MILE TO THE MARK ON THE RIGHT.
 KV3564'
 KV3564'TO REACH THE STATION FROM THE HARMONY GRADE SCHOOL IN HARMONY,
 KV3564'GO EASTERLY ON A GRAVEL ROAD (THIS IS DIRECTLY OPPOSITE AN ESSO
 KV3564'SERVICE STATION) FOR 1.1 MILES TO THE K.A. DEPEW FARM.  TURN SHARP
 KV3564'RIGHT AND CONTINUE STRAIGHT AHEAD FOR 0.2 MILE PASSING THROUGH 2
 KV3564'GATES TO A LANE RIGHT, TURN RIGHT AND CONTINUE UP THE LANE FOR
 KV3564'0.1 MILE TO THE STATION.
 KV3564'
 KV3564'A 50-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT EASTON.
 KV3564'
 KV3564'A 50-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT MEIXSELL.
 KV3564'
 KV3564'A 50-FOOT TOWER WILL SEE A 14-FOOT LIGHT AT WEIDMAN.
 KV3564'
 KV3564'A 50-FOOT LIGHT WILL SEE AN 87-FOOT LIGHT AT MONTANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3315 ***********************************************************************
 JU3315  DESIGNATION -  DEPOT
 JU3315  PID         -  JU3315
 JU3315  STATE/COUNTY-  NJ/SALEM
 JU3315  USGS QUAD   -  MARCUS HOOK (1993)
 JU3315
 JU3315                         *CURRENT SURVEY CONTROL
 JU3315  ___________________________________________________________________
 JU3315* NAD 83(1996)-  39 46 04.79839(N)    075 27 10.11197(W)     ADJUSTED  
 JU3315* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 JU3315  ___________________________________________________________________
 JU3315  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 JU3315  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU3315
 JU3315  HORZ ORDER  -  SECOND
 JU3315
 JU3315.The horizontal coordinates were established by classical geodetic methods
 JU3315.and adjusted by the National Geodetic Survey in September 1999..
 JU3315
 JU3315.The orthometric height was scaled from a topographic map.
 JU3315
 JU3315.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3315
 JU3315.The geoid height was determined by GEOID03.
 JU3315
 JU3315;                    North         East     Units Scale Factor Converg.
 JU3315;SPC NJ       -   104,191.621    68,368.759   MT  0.99998201   -0 36 34.3
 JU3315;SPC NJ       -   341,835.34    224,306.50   sFT  0.99998201   -0 36 34.3
 JU3315;SPC DE       -   196,271.087   196,903.273   MT  0.99999512   -0 01 23.2
 JU3315;SPC DE       -   643,932.72    646,006.82   sFT  0.99999512   -0 01 23.2
 JU3315;SPC PA S     -    50,823.243   796,811.974   MT  1.00002997   +1 29 25.4
 JU3315;SPC PA S     -   166,742.59  2,614,207.28   sFT  1.00002997   +1 29 25.4
 JU3315;UTM  18      - 4,402,105.986   461,217.807   MT  0.99961852   -0 17 22.8
 JU3315
 JU3315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3315!SPC NJ       -   1.00000444  x   0.99998201  =   0.99998645
 JU3315!SPC DE       -   1.00000444  x   0.99999512  =   0.99999956
 JU3315!SPC PA S     -   1.00000444  x   1.00002997  =   1.00003441
 JU3315!UTM  18      -   1.00000444  x   0.99961852  =   0.99962296
 JU3315
 JU3315:                Primary Azimuth Mark                     Grid Az
 JU3315:SPC NJ       -  MALLOW USE 1932                          047 24 52.2
 JU3315:SPC DE       -  MALLOW USE 1932                          046 49 41.1
 JU3315:SPC PA S     -  MALLOW USE 1932                          045 18 52.5
 JU3315:UTM  18      -  MALLOW USE 1932                          047 05 40.7
 JU3315
 JU3315|---------------------------------------------------------------------|
 JU3315| PID    Reference Object                     Distance      Geod. Az  |
 JU3315|                                                           dddmmss.s |
 JU3315| JU3325 MALLOW USE 1932                     APPROX. 3.1 KM 0464817.9 |
 JU3315| CB1413 DEPOT RM 1                           29.962 METERS 04831     |
 JU3315| CB1414 DEPOT RM 2                           15.545 METERS 12658     |
 JU3315| JU3684 BELLEVUE FRONT RANGE LIGHT          APPROX. 5.7 KM 2302725.8 |
 JU3315|---------------------------------------------------------------------|
 JU3315
 JU3315                          SUPERSEDED SURVEY CONTROL
 JU3315
 JU3315  NAD 83(1991)-  39 46 04.79834(N)    075 27 10.11181(W) AD(       ) 2
 JU3315  NAD 83(1986)-  39 46 04.79409(N)    075 27 10.11457(W) AD(       ) 2
 JU3315  NAD 27      -  39 46 04.38800(N)    075 27 11.41300(W) AD(       ) 2
 JU3315
 JU3315.Superseded values are not recommended for survey control.
 JU3315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3315.See file dsdata.txt to determine how the superseded data were derived.
 JU3315
 JU3315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6121802106(NAD 83)
 JU3315_MARKER: DS = TRIANGULATION STATION DISK
 JU3315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3315
 JU3315  HISTORY     - Date     Condition        Report By
 JU3315  HISTORY     - 1933     MONUMENTED       CGS
 JU3315  HISTORY     - 1935     GOOD             CGS
 JU3315  HISTORY     - 1946     GOOD             CGS
 JU3315  HISTORY     - 1984     POOR             UDE
 JU3315
 JU3315                          STATION DESCRIPTION
 JU3315
 JU3315'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3315'THIS STATION IS IN THE EXPLOSIVE AREA OF THE DELAWARE ORDNANCE
 JU3315'DEPOT WHICH IS ABOUT 1.8 MILES N OF PENNS GROVE ON ROUTE N.J. 44.
 JU3315'
 JU3315'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JU3315'DISKS SET IN CONCRETE.
 JU3315'
 JU3315'REFERENCE MARK NO.1 IS N OF THE STATION AND EXTENDS 3 INCHES
 JU3315'ABOVE THE EARTHS SURFACE.  IT IS 18 FEET E OF THE RIVERS EDGE, 8
 JU3315'FEET E OF PIPE LINE, AND ABOUT 45 FEET N OF THE SMALL BRIDGE.
 JU3315'
 JU3315'REFERENCE MARK NO.2 IS E OF THE STATION AND EXTENDS 3 INCHES
 JU3315'ABOVE THE EARTHS SURFACE.  IT IS 20 FEET N OF AN E-W BANK AND 23
 JU3315'FEET S OF SMALL STREAMS EDGE.
 JU3315'
 JU3315'STATION MALLOW-SEXT. IS VISIBLE FROM THE GROUND AND MAY BE USED
 JU3315'AS AN AZIMUTH MARK.
 JU3315'
 JU3315'TO REACH STATION--ENTER THE GROUNDS OF THE ORDNANCE DEPOT AND
 JU3315'GO TO THE MAIN GATE OF THE EXPLOSIVE AREA.  GO THROUGH GATE AND
 JU3315'TURN RIGHT INTO CINDER ROAD PARALLELING RAILROAD TRACK.  PROCEED
 JU3315'FOR 0.7 MILE TO ROAD FORK AND TAKE LEFT FORK OR STRAIGHT AHEAD ON
 JU3315'CINDER ROAD.  GO 0.2 MILE ACROSS RAILROAD TRACKS, TAKE LEFT FORK
 JU3315'AND GO 0.6 MILE TO RIVER FRONT.  STATION IS 12 FEET E OF RIVERS
 JU3315'EDGE, 12 FEET W OF A N AND S PIPE LINE (ABOUT 18 INCHES
 JU3315'DIAMETER), 36 FEET S OF SMALL BRIDGE OVER STREAM EMPTYING INTO
 JU3315'THE RIVER AT THIS POINT, AND APPROXIMATELY 570 FEET N OF A PIPE
 JU3315'LINE PIER.  STATION MARK EXTENDS 3 INCHES ABOVE THE
 JU3315'EARTHS SURFACE.
 JU3315'
 JU3315'A 4 1/2-FOOT STAND WAS USED AT THIS STATION.
 JU3315'
 JU3315'PERMISSION AND PASSES MUST BE SECURED FROM THE COMMANDING OFFICER
 JU3315'OF THE DELAWARE ORDNANCE DEPOT BEFORE ENTERING THE EXPLOSIVE AREA.
 JU3315
 JU3315                          STATION RECOVERY (1935)
 JU3315
 JU3315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GCW)
 JU3315'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 JU3315'
 JU3315'THE 18-INCH PIPE LINE MENTIONED IS NO LONGER IN EXISTENCE, HAVING
 JU3315'BEEN TORN UP AND PIECES OF IT CAN BE SEEN AT VARIOUS PLACES ALONG
 JU3315'THE SHORE.
 JU3315'
 JU3315'REFERENCE MARK NO.2 IS 71.0 FEET FROM THE STATION INSTEAD OF
 JU3315'51.0 FEET.
 JU3315'
 JU3315'THE ANGLES DID NOT CHECK BETWEEN THE REFERENCE MARKS AND THE
 JU3315'AZIMUTH MARK, LISTED AS MALLOW SEXT.  SOLAR OBSERVATIONS WERE
 JU3315'MADE USING THE REAR BEACON OF THE MARCUS HOOK RANGE ACROSS THE
 JU3315'RIVER AS THE MARK AND ANGLES TURNED TO THESE THREE OBJECTS,
 JU3315'NAMELY.  REFERENCE MARKS NO.1 AND NO.2 AND MALLOW SEXT.  THE
 JU3315'AZIMUTHS TO THE REFERENCE MARKS CHECK THE TRIANGULATION DATA ON
 JU3315'THE STATION BUT THE MALLOW SEXT. VALUE IS DIFFERENT.  THIS
 JU3315'INDICATES IT HAS BEEN MOVED AND IS NOT VERY PERMANENT FOR AN
 JU3315'AZIMUTH MARK.  SOLAR OBSERVATIONS ATTACHED.
 JU3315
 JU3315                          STATION RECOVERY (1946)
 JU3315
 JU3315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3315'THE MARK WAS RECOVERED IN GOOD CONDITION.
 JU3315'
 JU3315'DELETE - DESCRIPTION OF R.M. 1.  ACCORDING TO INFORMATION
 JU3315'FURNISHED BY JOHN G. PAHL, ENGINEER AID ON THE DEPOT, IT HAS BEEN
 JU3315'DESTROYED.
 JU3315'
 JU3315'CHANGE - DESCRIPTION OF R.M. 2 AND EXTENDS 3 INCHES ABOVE THE
 JU3315'EARTHS SURFACE TO - AND IS FLUSH WITH THE SURFACE.
 JU3315'
 JU3315'CHANGE - GO TO THE MAIN GATE OF THE EXPLOSIVE AREA TO - GO
 JU3315'TO GATE 6 OF THE EXPLOSIVE AREA.
 JU3315'
 JU3315'DELETE - DIRECTIONS FOR PROCEEDING TO THE RIVER FRONT, AND INSERT
 JU3315'THE FOLLOWING GO THROUGH GATE 6 AND CONTINUE IN A W DIRECTION FOR
 JU3315'0.75 MILE TO THE N-S PATROL ROAD ALONG THE RIVER.  TURN N FOR 0.65
 JU3315'MILE TO A RAILROAD CROSSING.
 JU3315'
 JU3315'CHANGE - STREAM TO OUTLET TO DRAINAGE DITCH.
 JU3315
 JU3315                          STATION RECOVERY (1984)
 JU3315
 JU3315'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1984 (RN)
 JU3315'DEPOT 1933 MARK LEANS SLIGHTLY TO THE N. IS OK FOR NOMINAL
 JU3315'MEASUREMENTS BUT FOR EXACT WORK IS NO GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2994 ***********************************************************************
 JU2994  DESIGNATION -  DEVIOUS
 JU2994  PID         -  JU2994
 JU2994  STATE/COUNTY-  NJ/BURLINGTON
 JU2994  USGS QUAD   -  ATSION (1997)
 JU2994
 JU2994                         *CURRENT SURVEY CONTROL
 JU2994  ___________________________________________________________________
 JU2994* NAD 83(1996)-  39 44 57.89042(N)    074 38 07.24396(W)     ADJUSTED  
 JU2994* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 JU2994  ___________________________________________________________________
 JU2994  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 JU2994  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU2994
 JU2994  HORZ ORDER  -  FIRST
 JU2994
 JU2994.The horizontal coordinates were established by classical geodetic methods
 JU2994.and adjusted by the National Geodetic Survey in September 1999..
 JU2994
 JU2994.The orthometric height was scaled from a topographic map.
 JU2994
 JU2994.Photographs are available for this station.
 JU2994
 JU2994.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2994
 JU2994.The geoid height was determined by GEOID03.
 JU2994
 JU2994;                    North         East     Units Scale Factor Converg.
 JU2994;SPC NJ       -   101,702.829   138,401.343   MT  0.99990166   -0 05 11.6
 JU2994;SPC NJ       -   333,670.03    454,071.74   sFT  0.99990166   -0 05 11.6
 JU2994;UTM  18      - 4,400,008.796   531,240.315   MT  0.99961202   +0 13 59.4
 JU2994
 JU2994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2994!SPC NJ       -   0.99999991  x   0.99990166  =   0.99990157
 JU2994!UTM  18      -   0.99999991  x   0.99961202  =   0.99961193
 JU2994
 JU2994|---------------------------------------------------------------------|
 JU2994| PID    Reference Object                     Distance      Geod. Az  |
 JU2994|                                                           dddmmss.s |
 JU2994| CB1415 DEVIOUS RM 1                         18.495 METERS 02825     |
 JU2994| JU2993 BATSTO                              APPROX.11.1 KM 1831631.6 |
 JU2994| CB1416 DEVIOUS RM 2                         18.273 METERS 28150     |
 JU2994|---------------------------------------------------------------------|
 JU2994
 JU2994                          SUPERSEDED SURVEY CONTROL
 JU2994
 JU2994  NAD 83(1986)-  39 44 57.88144(N)    074 38 07.23597(W) AD(       ) 1
 JU2994  NAD 27      -  39 44 57.45400(N)    074 38 08.67700(W) AD(       ) 1
 JU2994
 JU2994.Superseded values are not recommended for survey control.
 JU2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2994.See file dsdata.txt to determine how the superseded data were derived.
 JU2994
 JU2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3124000009(NAD 83)
 JU2994_MARKER: DS = TRIANGULATION STATION DISK
 JU2994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2994_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2994+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 JU2994
 JU2994  HISTORY     - Date     Condition        Report By
 JU2994  HISTORY     - 1935     MONUMENTED       CGS
 JU2994  HISTORY     - 1954     GOOD             CGS
 JU2994  HISTORY     - 20020427 GOOD             INDIV
 JU2994  HISTORY     - 20050412 GOOD             INDIV
 JU2994
 JU2994                          STATION DESCRIPTION
 JU2994
 JU2994'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU2994'THE STATION IS 12.1 MILES (AIRLINE) NORTHEAST OF HAMMONTON, IN
 JU2994'SHAMONG TOWNSHIP, ABOUT 1-1/4 MILES EAST OF A POINT KNOWN AS HIGH
 JU2994'CROSSING, ON THE HIGH POINT OF A THICKLY-WOODED HILL, 14 PACES
 JU2994'NORTHWEST OF A 12-INCH PINE WITH A TRIANGULAR BLAZE, 10 PACES
 JU2994'WEST OF AN 8-INCH PINE WITH A TRIANGULAR BLAZE, 6 PACES
 JU2994'WEST-NORTHWEST OF ANOTHER 8-INCH PINE WITH A TRIANGULAR BLAZE,
 JU2994'AND 4 PACES NORTHEAST OF A 10-INCH, DEAD PINE TREE.  THE MARK
 JU2994'PROJECTS 8 INCHES AND IS STAMPED DEVIOUS 1935.  NOTES 1A AND
 JU2994'7A.
 JU2994'
 JU2994'TO REACH THE STATION FROM THE RAILROAD STATION IN HAMMONTON, GO
 JU2994'NORTHWARD ON BELLEVUE AVENUE FOR 1.2 MILES TO A T-INTERSECTION,
 JU2994'TURN RIGHT FOR 0.05 MILE AND TURN LEFT (NORTH) ON U.S. HIGHWAY
 JU2994'206, STATE HIGHWAY 39, FOR 8.3 MILES TO ATSION LAKE, CONTINUE
 JU2994'AHEAD FOR 5.6 MILES TO A DIRT CROSS ROAD AND A SIGN ON THE LEFT
 JU2994'ATSION 6 RED LION 5, HERE TURN RIGHT ON A DIRT ROAD FOR 0.4 MILE
 JU2994'TO A CROSS ROAD, CONTINUE AHEAD FOR 0.9 MILE TO A FORK, KEEP
 JU2994'THE STRAIGHT ROAD AHEAD FOR 0.6 MILE TO A CROSS ROAD, TURN LEFT
 JU2994'FOR 0.4 MILE TO ANOTHER CROSS ROAD WITH A DUMP HEAP IN THE
 JU2994'NORTHEAST ANGLE, HERE TURN RIGHT FOR 0.3 MILE TO A FORK, TURN
 JU2994'LEFT FOLLOWING THE MAIN-TRAVELED ROAD FOR 0.9 MILE
 JU2994'PASSING WILKERSON LODGE TO THE RIGHT, CONTINUE FOR 0.7 MILE
 JU2994'AND TAKE THE RIGHT MAIN FORK IMMEDIATELY AFTER CROSSING A
 JU2994'SMALL BRIDGE, AND GO 0.6 MILE TO AN INTERSECTION ON THE EAST
 JU2994'SIDE OF A SWAMP, CONTINUE FOR 0.4 MILE TO A FORK IMMEDIATELY
 JU2994'AFTER CROSSING A BRIDGE, TAKE THE MIDDLE FORK AND GO 1.4 MILES,
 JU2994'CROSSING THE CENTRAL RAILROAD OF NEW JERSEY AT HIGH CROSSING.
 JU2994'TAKE THE RIGHT FORK ON THE EAST SIDE OF THE RAILROAD AND GO
 JU2994'0.1 MILE TO A FORK, TAKE THE LEFT FORK AND GO 1.4 MILES TO
 JU2994'BLAZED TREES ON THE RIGHT AND THE LEFT OF THE ROAD, HERE TURN
 JU2994'RIGHT ON A VERY DIM WOODS TRAIL FOR 0.4 MILE TO THE TOP OF A
 JU2994'HILL AND THE STATION.
 JU2994'
 JU2994'REFERENCE MARK NO. 1 IS 18.495 METERS (60.67 FEET) NORTH-NORTHEAST
 JU2994'OF THE STATION, 5 PACES SOUTH-SOUTHWEST OF A 10-INCH PINE TREE,
 JU2994'3 PACES NORTHWEST OF A 12-INCH PINE TREE, AND ON THE NORTH SLOPE
 JU2994'OF A HILL.  THE MARK PROJECTS 4 INCHES AND IS STAMPED DEVIOUS
 JU2994'NO 1 1935.  NOTE 11A.
 JU2994'
 JU2994'REFERENCE MARK NO. 2 IS 18.273 METERS (56.95 FEET) WEST-NORTHWEST
 JU2994'OF THE STATION, ON THE NORTHWEST SLOPE OF A HILL, 3 PACES
 JU2994'NORTHEAST OF A 6-INCH PINE TREE, AND 3 PACES SOUTHWEST OF AN
 JU2994'8-INCH PINE TREE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED
 JU2994'DEVIOUS NO 2 1935.  NOTE 11A.
 JU2994'
 JU2994'NO AZIMUTH MARK WAS SET, AS THE HEAVY GROWTH OF BRUSH AND TREES
 JU2994'PREVENTED ONE FROM BEING VISIBLE FROM THE GROUND.
 JU2994'
 JU2994'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED BECAUSE
 JU2994'OF TREES AND BRUSH ON LINE.
 JU2994'
 JU2994'A 77-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 JU2994
 JU2994                          STATION RECOVERY (1954)
 JU2994
 JU2994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RGB)
 JU2994'R.M. NO. 1 AND R.M. NO. 2 WERE ALL FOUND IN GOOD CONDITION AS
 JU2994'DESCRIBED.
 JU2994'
 JU2994'STATION TO R.M. NO. 2 = 59.95 FEET
 JU2994'
 JU2994'THERE IS NO AZIMUTH MARK FOR THIS STATION.
 JU2994
 JU2994                          STATION RECOVERY (2002)
 JU2994
 JU2994'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GT)
 JU2994'RECOVERED IN GOOD CONDITION.
 JU2994
 JU2994                          STATION RECOVERY (2005)
 JU2994
 JU2994'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (HBH)
 JU2994'TO REACH THE STATION FROM U.S. ROUTE 30 AND COUNTY ROUTE 563 IN EGG
 JU2994'HARBOR CITY PROCEED NORTHEAST ON COUNTY ROUTE 563 FOR APPROXIMATELY
 JU2994'8.1 MILES TO ITS INTERSECTION WITH COUNTY ROUTE 542 IN GREEN BANK.
 JU2994'TAKE COUNTY ROUTE 563 NORTHEAST FROM THE POINT WHERE IT LEAVES COUNTY
 JU2994'ROUTE 542 FOR 4.1 MILES TO A DIRT ROAD ON THE LEFT (IRON PIPE ROAD).
 JU2994'TAKE IRON PIPE ROAD/HAMPTON ROAD NORTHWEST FOR 7.5 MILES. PARK AND
 JU2994'WALK SOUTHWEST ALONG A DIM WOODS TRAIL ON THE LEFT SIDE OF THE ROAD
 JU2994'FOR ABOUT 0.3 MILE TO THE STATION ON A SMALL HILL.
 JU2994' 
 JU2994'STATION, R.M. NO. 1 AND R.M. NO. 2 ALL RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1286 ***********************************************************************
 HU1286  DESIGNATION -  DEVLEN
 HU1286  PID         -  HU1286
 HU1286  STATE/COUNTY-  NJ/CAPE MAY
 HU1286  USGS QUAD   -  CAPE MAY (1972)
 HU1286
 HU1286                         *CURRENT SURVEY CONTROL
 HU1286  ___________________________________________________________________
 HU1286* NAD 83(1996)-  38 59 20.79943(N)    074 52 51.34532(W)     ADJUSTED  
 HU1286* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HU1286  ___________________________________________________________________
 HU1286  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 HU1286  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 HU1286
 HU1286  HORZ ORDER  -  THIRD
 HU1286
 HU1286.The horizontal coordinates were established by classical geodetic methods
 HU1286.and adjusted by the National Geodetic Survey in September 1999..
 HU1286
 HU1286.The orthometric height was scaled from a topographic map.
 HU1286
 HU1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1286
 HU1286.The geoid height was determined by GEOID03.
 HU1286
 HU1286;                    North         East     Units Scale Factor Converg.
 HU1286;SPC NJ       -    17,360.756   116,999.660   MT  0.99991341   -0 14 22.8
 HU1286;SPC NJ       -    56,957.75    383,856.38   sFT  0.99991341   -0 14 22.8
 HU1286;UTM  18      - 4,315,574.957   510,312.126   MT  0.99960131   +0 04 29.7
 HU1286
 HU1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1286!SPC NJ       -   1.00000515  x   0.99991341  =   0.99991855
 HU1286!UTM  18      -   1.00000515  x   0.99960131  =   0.99960645
 HU1286
 HU1286:                Primary Azimuth Mark                     Grid Az
 HU1286:SPC NJ       -  CHIM                                     064 27 59.8
 HU1286:UTM  18      -  CHIM                                     064 09 07.3
 HU1286
 HU1286|---------------------------------------------------------------------|
 HU1286| PID    Reference Object                     Distance      Geod. Az  |
 HU1286|                                                           dddmmss.s |
 HU1286| JU2947 CHIM                                APPROX. 4.9 KM 0641337.0 |
 HU1286| JU2954 NORTH WILDWOOD NORTH STANDPIPE      APPROX. 7.5 KM 0761717.4 |
 HU1286| HU1260 GABLES                              APPROX. 4.0 KM 1263517.2 |
 HU1286| HU1281 CAPE MAY EAST JETTY LIGHT           APPROX. 6.0 KM 1641516.1 |
 HU1286| HU1279 CAPE MAY WEST JETTY LIGHT           APPROX. 6.0 KM 1670031.4 |
 HU1286| DC7226 DEVLEN RM 2                          18.545 METERS 20145     |
 HU1286| DC7225 DEVLEN RM 1                          20.175 METERS 34135     |
 HU1286|---------------------------------------------------------------------|
 HU1286
 HU1286                          SUPERSEDED SURVEY CONTROL
 HU1286
 HU1286  NAD 83(1991)-  38 59 20.78216(N)    074 52 51.35159(W) AD(       ) 3
 HU1286  NAD 83(1986)-  38 59 20.77760(N)    074 52 51.35376(W) AD(       ) 3
 HU1286  NAD 27      -  38 59 20.37200(N)    074 52 52.73900(W) AD(       ) 3
 HU1286
 HU1286.Superseded values are not recommended for survey control.
 HU1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1286.See file dsdata.txt to determine how the superseded data were derived.
 HU1286
 HU1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1031215575(NAD 83)
 HU1286_MARKER: DS = TRIANGULATION STATION DISK
 HU1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1286
 HU1286  HISTORY     - Date     Condition        Report By
 HU1286  HISTORY     - 1936     MONUMENTED       CGS
 HU1286  HISTORY     - 1952     SEE DESCRIPTION  CGS
 HU1286
 HU1286                          STATION DESCRIPTION
 HU1286
 HU1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 HU1286'TO REACH STATION GO 1.9 MILES S ON ROUTE 4 FROM ROAD TO
 HU1286'WILDWOOD TO SURFACE-TREATED ROAD LEADING E.  TURN E THENCE 1
 HU1286'MILE TO CLUMP OF TREES TURN RIGHT AND FOLLOW EDGE OF FIELD TO
 HU1286'EXTREME NE TIP.  THE STATION IS NW OF SMALL CEDAR AND W OF
 HU1286'SMALL CHERRY TREE ON PROPERTY BELONGING TO MR. GEO. WELDON.
 HU1286'
 HU1286'STATION IS MARKED, AS DESCRIBED IN NOTE 1A, BY A STANDARD
 HU1286'DISK, STAMPED DEVLEN 1936, SET IN THE TOP OF A CONCRETE
 HU1286'MONUMENT WHICH PROJECTS 4 INCHES ABOVE GROUND.
 HU1286'
 HU1286'REFERENCE MARK NO. 2 AND REFERENCE MARK NO.1 ARE MARKED, AS
 HU1286'DESCRIBED IN NOTE 11A, BY STANDARD DISKS, STAMPED NO. 2 DEVLEN
 HU1286'1936 AND NO.1 DEVLEN 1936, SET IN THE TOP OF CONCRETE MONUMENTS
 HU1286'BOTH OF WHICH PROJECTS 4 INCHES ABOVE GROUND.
 HU1286'
 HU1286'HEIGHT OF LIGHT ABOVE STATION MARK 8 METERS.
 HU1286
 HU1286                          STATION RECOVERY (1952)
 HU1286
 HU1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HOF)
 HU1286'THE STATION WAS NOT RECOVERED.  THE WITNESS MARKS, CHERRY TREE,
 HU1286'AND CEDAR TREE WERE RECOVERED.  A SEARCH WAS MADE IN THE AREA
 HU1286'FOR BOTH THE STATION AND REFERENCE MARKS, BUT BECAUSE OF THE
 HU1286'DENSE UNDERBRUSH NEITHER WAS LOCATED.  THE STATION WAS FOUND TO
 HU1286'BE UNUSABLE SINCE A TOWER WOULD HAVE TO BE ERECTED FOR
 HU1286'OBSERVATION, AND A MORE EXTENSIVE SEARCH WAS NOT MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7138 ***********************************************************************
 DF7138  DESIGNATION -  DEVOE
 DF7138  PID         -  DF7138
 DF7138  STATE/COUNTY-  NJ/MIDDLESEX
 DF7138  USGS QUAD   -  NEW BRUNSWICK (1981)
 DF7138
 DF7138                         *CURRENT SURVEY CONTROL
 DF7138  ___________________________________________________________________
 DF7138* NAD 83(1996)-  40 23 22.51436(N)    074 23 27.92227(W)     ADJUSTED  
 DF7138* NAVD 88     -         6.013  (meters)      19.73   (feet)  ADJUSTED  
 DF7138  ___________________________________________________________________
 DF7138  X           -   1,308,961.328 (meters)                     COMP
 DF7138  Y           -  -4,685,359.355 (meters)                     COMP
 DF7138  Z           -   4,111,011.971 (meters)                     COMP
 DF7138  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 DF7138  ELLIP HEIGHT-         -26.60  (meters)          (06/06/05) GPS OBS
 DF7138  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 DF7138  DYNAMIC HT  -           6.011 (meters)      19.72  (feet)  COMP
 DF7138  MODELED GRAV-     980,200.2   (mgal)                       NAVD 88
 DF7138
 DF7138  HORZ ORDER  -  B
 DF7138  VERT ORDER  -  FIRST     CLASS II
 DF7138  ELLP ORDER  -  THIRD     CLASS I
 DF7138
 DF7138.The horizontal coordinates were established by GPS observations
 DF7138.and adjusted by the NEW JERSEY GEODETIC SURVEY in June 2005..
 DF7138
 DF7138.The orthometric height was determined by differential leveling
 DF7138.and adjusted by the National Geodetic Survey in March 2005..
 DF7138
 DF7138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7138
 DF7138.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7138
 DF7138.The ellipsoidal height was determined by GPS observations
 DF7138.and is referenced to NAD 83.
 DF7138
 DF7138.The geoid height was determined by GEOID03.
 DF7138
 DF7138.The dynamic height is computed by dividing the NAVD 88
 DF7138.geopotential number by the normal gravity value computed on the
 DF7138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7138.degrees latitude (g = 980.6199 gals.).
 DF7138
 DF7138.The modeled gravity was interpolated from observed gravity values.
 DF7138
 DF7138;                    North         East     Units Scale Factor Converg.
 DF7138;SPC NJ       -   172,774.921   159,246.293   MT  0.99990105   +0 04 14.1
 DF7138;SPC NJ       -   566,845.72    522,460.55   sFT  0.99990105   +0 04 14.1
 DF7138;UTM  18      - 4,471,177.008   551,679.985   MT  0.99963288   +0 23 40.5
 DF7138
 DF7138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7138!SPC NJ       -   1.00000417  x   0.99990105  =   0.99990522
 DF7138!UTM  18      -   1.00000417  x   0.99963288  =   0.99963705
 DF7138
 DF7138                          SUPERSEDED SURVEY CONTROL
 DF7138
 DF7138  NAVD 88 (06/06/05)    6.01   (m)           19.7    (f) LEVELING    3  
 DF7138
 DF7138.Superseded values are not recommended for survey control.
 DF7138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7138.See file dsdata.txt to determine how the superseded data were derived.
 DF7138
 DF7138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5168071177(NAD 83)
 DF7138_MARKER: DD = SURVEY DISK
 DF7138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF7138_SP_SET: DAM CONTROL CHAMBER
 DF7138_STAMPING: DEVOE 2002
 DF7138_MARK LOGO: NJGS  
 DF7138_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7138+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 DF7138
 DF7138  HISTORY     - Date     Condition        Report By
 DF7138  HISTORY     - 20020723 MONUMENTED       NJGS
 DF7138  HISTORY     - 20050411 GOOD             NJGS
 DF7138
 DF7138                          STATION DESCRIPTION
 DF7138
 DF7138'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DF7138'THE STATION IS LOCATED IN  SPOTSWOOD, SET IN A DRILL HOLE IN THE
 DF7138'SOUTHEAST
 DF7138'CORNER OF THE DE VOE DAM VALVE CONTROL GATE CHAMBER ON THE SOUTHWEST
 DF7138'SIDE OF THE
 DF7138'DAM SPILLWAY.
 DF7138' 
 DF7138'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 18 BRIDGE OVER
 DF7138'COUNTY ROAD 615,
 DF7138'IN OLD BRIDGE, GO ABOUT 2.1 MI SOUTHWEST ON COUNTY ROAD 615 TO
 DF7138'IMMACULATA DRIVE ON
 DF7138'THE LEFT.  THIS ROAD IN THE ENTRANCE ROAD TO THE IMMACULATE CONCEPTION
 DF7138'CHURCH AND
 DF7138'SCHOOL FACILITY.  TURN LEFT AND GO 0.1 MI SOUTHEAST ON THE PERIMETER
 DF7138'ROADWAY
 DF7138'AROUND THE PARKING AREA TO THE DAM SITE AND STATION ON THE RIGHT.
 DF7138' 
 DF7138'THE STATION IS 21.7 M EAST OF THE EAST CURB OF THE PERIMETER ROAD AT
 DF7138'THE DRIVEWAY TO THE
 DF7138'DAM SITE, 20.2 M NORTHEAST OF A STREET LIGHT POLE, 10.4 M NORTH OF THE
 DF7138'CENTER OF THE PVC
 DF7138'FENCE/GATE LEADING TO THE DAM, 1.5 M SOUTHEAST OF THE VALVE CONTROL
 DF7138'STEM, 2.3 M NORTH
 DF7138'OF THE SOUTH EDGE OF THE CONCRETE SLAB WALKWAY WHICH SURROUNDS THE
 DF7138'CHAMBER AND
 DF7138'MANHOLE ACCESS COVER.
 DF7138'
 DF7138
 DF7138                          STATION RECOVERY (2005)
 DF7138
 DF7138'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 DF7138'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2965 ***********************************************************************
 JU2965  DESIGNATION -  DIAS
 JU2965  PID         -  JU2965
 JU2965  STATE/COUNTY-  NJ/CAPE MAY
 JU2965  USGS QUAD   -  RIO GRANDE (1994)
 JU2965
 JU2965                         *CURRENT SURVEY CONTROL
 JU2965  ___________________________________________________________________
 JU2965* NAD 83(1996)-  39 04 44.08392(N)    074 54 32.25923(W)     ADJUSTED  
 JU2965* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2965  ___________________________________________________________________
 JU2965  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 JU2965  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 JU2965
 JU2965  HORZ ORDER  -  SECOND
 JU2965
 JU2965.The horizontal coordinates were established by classical geodetic methods
 JU2965.and adjusted by the National Geodetic Survey in September 1999..
 JU2965
 JU2965.The orthometric height was scaled from a topographic map.
 JU2965
 JU2965.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2965
 JU2965.The geoid height was determined by GEOID03.
 JU2965
 JU2965;                    North         East     Units Scale Factor Converg.
 JU2965;SPC NJ       -    27,339.731   114,616.049   MT  0.99991541   -0 15 28.1
 JU2965;SPC NJ       -    89,697.10    376,036.15   sFT  0.99991541   -0 15 28.1
 JU2965;UTM  18      - 4,325,537.558   507,874.472   MT  0.99960076   +0 03 26.6
 JU2965
 JU2965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2965!SPC NJ       -   1.00000542  x   0.99991541  =   0.99992082
 JU2965!UTM  18      -   1.00000542  x   0.99960076  =   0.99960617
 JU2965
 JU2965:                Primary Azimuth Mark                     Grid Az
 JU2965:SPC NJ       -  REEDS                                    016 37 29.9
 JU2965:UTM  18      -  REEDS                                    016 18 35.2
 JU2965
 JU2965|---------------------------------------------------------------------|
 JU2965| PID    Reference Object                     Distance      Geod. Az  |
 JU2965|                                                           dddmmss.s |
 JU2965| JU2972 REEDS                               APPROX. 5.6 KM 0162201.8 |
 JU2965| JU2948 CAPE MAY COURTHOUSE WATER TANK      APPROX. 7.0 KM 0862510.6 |
 JU2965| CB1417 DIAS RM 1                            60.814 METERS 11052     |
 JU2965| HU1296 NEW TANK                            APPROX.11.4 KM 1992148.5 |
 JU2965| CB1418 DIAS RM 2                            29.904 METERS 20101     |
 JU2965| JU3365 EAST POINT LIGHT                    APPROX.16.5 KM 3214809.9 |
 JU2965|---------------------------------------------------------------------|
 JU2965
 JU2965                          SUPERSEDED SURVEY CONTROL
 JU2965
 JU2965  NAD 83(1991)-  39 04 44.06798(N)    074 54 32.26324(W) AD(       ) 2
 JU2965  NAD 83(1986)-  39 04 44.06382(N)    074 54 32.26665(W) AD(       ) 2
 JU2965  NAD 27      -  39 04 43.65600(N)    074 54 33.64700(W) AD(       ) 2
 JU2965
 JU2965.Superseded values are not recommended for survey control.
 JU2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2965.See file dsdata.txt to determine how the superseded data were derived.
 JU2965
 JU2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0787425538(NAD 83)
 JU2965_MARKER: DS = TRIANGULATION STATION DISK
 JU2965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2965_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU2965
 JU2965  HISTORY     - Date     Condition        Report By
 JU2965  HISTORY     - 1933     MONUMENTED       CGS
 JU2965  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JU2965  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU2965  HISTORY     - 1970     MARK NOT FOUND   NGS
 JU2965
 JU2965                          STATION DESCRIPTION
 JU2965
 JU2965'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU2965'THIS STATION IS ABOUT 5 MILES SW OF GOSHEN, AT A SMALL FISHING
 JU2965'SETTLEMENT ON THE COAST OF DELAWARE BAY, ON LAND OWNED BY
 JU2965'MR. N. HIGH.  THE MARK IS ON THE SAND RIDGE ALONG THE BEACH.  55
 JU2965'FEET S OF A 2-FOOT LIVE OAK.  45 FEET W OF A 1-FOOT CEDAR.  100
 JU2965'FEET NW OF THE N CORNER OF JOSEPH DOOLEYS RESIDENCE.  15 FEET N
 JU2965'OF A DEAD OAK.  26 FEET SE OF THE CREST OF THE RIDGE.  AND 102
 JU2965'FEET SE OF THE WATER EDGE OF THE SAND BEACH.  THE MARK PROJECTS
 JU2965'3 INCHES.
 JU2965'
 JU2965'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2965'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A, AND 11B.
 JU2965'
 JU2965'REFERENCE MARK NO.1 IS ESE OF THE STATION.  ACROSS THE S END
 JU2965'OF A SMALL POND FROM THE STATION.  15 FEET S OF THE POND.  60
 JU2965'FEET E OF THE E CORNER OF DOOLEYS HOUSE.  AND 27 FEET N OF THE
 JU2965'ROAD LEADING TO THE HOUSE AND BEACH.  THE MARK PROJECTS 3 INCHES.
 JU2965'
 JU2965'REFERENCE MARK NO. 2 IS SW OF THE STATION.  ON THE HIGHEST POINT
 JU2965'OF THE SAND RIDGE.  90 FEET SE OF THE EDGE OF THE GRASS LINE
 JU2965'AND 100 FEET SE OF THE WATER EDGE OF THE SAND BEACH.  THE MARK
 JU2965'PROJECTS 4 INCHES.
 JU2965'
 JU2965'TO REACH FROM GOSHEN.  GO S ON ROUTE S-49 4.0 MILES TO THE END
 JU2965'OF THE CONCRETE ROAD, THEN CONTINUE S ON ROUTE S-49 (TARRED ROAD)
 JU2965'1.5 MILES TO A GROUP OF 3 SMALL SERVICE STATIONS, (SUNOCO, GULF
 JU2965'AND CITIES SERVICE).  TURN RIGHT ON A NARROW DIRT ROAD, OPPOSITE
 JU2965'A POINT BETWEEN THE GULF AND THE CITIES SERVICE STATIONS.  FOLLOW
 JU2965'THIS ROAD 0.75 MILE TO A FORKS, AND TAKE THE LEFT FORK TO ITS
 JU2965'END AT DOOLEYS HOUSE, AND THE STATION ABOUT 100 FEET NNW.
 JU2965
 JU2965                          STATION RECOVERY (1935)
 JU2965
 JU2965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (AJA)
 JU2965'COPIED FROM CARD FROM A.J. ACCARDI, C.E., WILDWOOD, NEW JERSEY,
 JU2965'NOVEMBER 18, 1935--
 JU2965'
 JU2965'THIS IS TO ADVISE YOU THAT MONUMENT DIAS, REFERENCE MARK NO.1
 JU2965'HAS BEEN DESTROYED.  IT HAS BEEN STRUCK AND MOVED APPROXIMATELY
 JU2965'2 FEET FROM INITIAL POSITION.
 JU2965
 JU2965                          STATION RECOVERY (1946)
 JU2965
 JU2965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU2965'A THOROUGH SEARCH WAS MADE FOR THIS STATION, BUT IT COULD NOT BE
 JU2965'FOUND.  IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
 JU2965
 JU2965                          STATION RECOVERY (1970)
 JU2965
 JU2965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU2965'THE STATION AND REFERENCE MARKS WERE NOT FOUND AFTER A THOROUGH
 JU2965'SEARCH.  THIS STATION WAS REPORTED LOST IN 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5743 ***********************************************************************
 KV5743  DESIGNATION -  DIEHL
 KV5743  PID         -  KV5743
 KV5743  STATE/COUNTY-  NJ/BURLINGTON
 KV5743  USGS QUAD   -  BEVERLY (1973)
 KV5743
 KV5743                         *CURRENT SURVEY CONTROL
 KV5743  ___________________________________________________________________
 KV5743* NAD 83(1996)-  40 02 58.27996(N)    074 57 42.52636(W)     ADJUSTED  
 KV5743* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5743  ___________________________________________________________________
 KV5743  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 KV5743  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV5743
 KV5743  HORZ ORDER  -  SECOND
 KV5743
 KV5743.The horizontal coordinates were established by classical geodetic methods
 KV5743.and adjusted by the National Geodetic Survey in September 1999..
 KV5743
 KV5743.The orthometric height was scaled from a topographic map.
 KV5743
 KV5743.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5743
 KV5743.The geoid height was determined by GEOID03.
 KV5743
 KV5743;                    North         East     Units Scale Factor Converg.
 KV5743;SPC NJ       -   135,114.743   110,596.387   MT  0.99991911   -0 17 49.8
 KV5743;SPC NJ       -   443,288.95    362,848.31   sFT  0.99991911   -0 17 49.8
 KV5743;SPC PA S     -    83,277.239   837,878.601   MT  0.99998386   +1 48 32.2
 KV5743;SPC PA S     -   273,218.74  2,748,940.04   sFT  0.99998386   +1 48 32.2
 KV5743;UTM  18      - 4,433,254.422   503,257.285   MT  0.99960013   +0 01 28.5
 KV5743
 KV5743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5743!SPC NJ       -   1.00000490  x   0.99991911  =   0.99992401
 KV5743!SPC PA S     -   1.00000490  x   0.99998386  =   0.99998876
 KV5743!UTM  18      -   1.00000490  x   0.99960013  =   0.99960503
 KV5743
 KV5743:                Primary Azimuth Mark                     Grid Az
 KV5743:SPC NJ       -  ANDALUSIA 2                              022 02 01.0
 KV5743:SPC PA S     -  ANDALUSIA 2                              019 55 39.0
 KV5743:UTM  18      -  ANDALUSIA 2                              021 42 42.7
 KV5743
 KV5743|---------------------------------------------------------------------|
 KV5743| PID    Reference Object                     Distance      Geod. Az  |
 KV5743|                                                           dddmmss.s |
 KV5743| KV5734 ANDALUSIA 2                         APPROX. 1.4 KM 0214411.2 |
 KV5743| CB5835 DIEHL RM 1                           14.170 METERS 04115     |
 KV5743| CB5836 DIEHL RM 3                           15.975 METERS 20422     |
 KV5743|---------------------------------------------------------------------|
 KV5743
 KV5743                          SUPERSEDED SURVEY CONTROL
 KV5743
 KV5743  NAD 83(1986)-  40 02 58.27890(N)    074 57 42.52736(W) AD(       ) 2
 KV5743  NAD 27      -  40 02 57.87800(N)    074 57 43.91700(W) AD(       ) 2
 KV5743
 KV5743.Superseded values are not recommended for survey control.
 KV5743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5743.See file dsdata.txt to determine how the superseded data were derived.
 KV5743
 KV5743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0325733254(NAD 83)
 KV5743_MARKER: DS = TRIANGULATION STATION DISK
 KV5743_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV5743_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5743_STAMPING: DIEHL 1911 1935
 KV5743_MARK LOGO: CGS   
 KV5743_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5743_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5743+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1990
 KV5743
 KV5743  HISTORY     - Date     Condition        Report By
 KV5743  HISTORY     - 1911     MONUMENTED       CGS
 KV5743  HISTORY     - 1935     GOOD             CGS
 KV5743  HISTORY     - 1947     GOOD             CGS
 KV5743  HISTORY     - 19900606 GOOD             NJGS
 KV5743
 KV5743                          STATION DESCRIPTION
 KV5743
 KV5743'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5743'STATION IS IN DELANCO, SW END OF DELAWARE AVENUE, 46.7 METERS
 KV5743'SW FROM ITS CENTER LINE INTERSECTION WITH CEDAR STREET, 43.0
 KV5743'METERS NE FROM N CORNER OF PIER, 6.8 METERS N FROM NEAR SIDE OF
 KV5743'HONEY LOCUST TREE, 6.25 METERS SE FROM NEAR SIDE OF
 KV5743'BIRCH TREE.  MARKED ACCORDING TO NOTES 6B AND 10A.
 KV5743'
 KV5743'REFERENCE MARK NO. 1 IS A NAIL CEMENTED IN UPPER END OF A
 KV5743'TILE PIPE SURROUNDED BY CONCRETE.
 KV5743'
 KV5743'MAIN SCHEME STATION.
 KV5743'
 KV5743'ELEVATION OF SIGNAL 1.5 METERS.
 KV5743
 KV5743                          STATION RECOVERY (1947)
 KV5743
 KV5743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5743'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5743'ADEQUATE.
 KV5743
 KV5743                          STATION RECOVERY (1990)
 KV5743
 KV5743'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV5743'THE STATION IS LOCATED IN DELANCO TOWNSHIP AT THE SOUTHWEST END OF
 KV5743'DELAWARE AVENUE.  TO REACH THE STATION FROM THE INTERSECTION OF CEDAR
 KV5743'STREET AN DELAWARE AVENUE, GO 46.7 M (153.2 FT) SOUTHWEST ON THE
 KV5743'UNIMPROVED PORTION OF DELAWARE AVENUE TO THE STATION ON THE RIGHT. THE
 KV5743'STATION IS 7.0 M (23.0 FT) NORTH FROM THE CENTERLINE OF DELAWARE
 KV5743'AVENUE EXTENDED AND 43.0 M (141.1 FT) NORTHEAST FROM THE NORTH CORNER
 KV5743'OF A PIER FOR THE HOUSE DIRECTLY EAST OF THE STATION.  THE STATION IS
 KV5743'A STANDARD TRIANGULATION STATION DISK STAMPED, DIEHL 1911 1935, SET IN
 KV5743'CONCRETE IN THE CENTER OF A CLAY PIPE, WHICH IS EMBEDDED IN CONCRETE
 KV5743'AND SET ABOUT 0.3 FT (9.1 CM) BELOW THE GROUND.  REFERENCE MARK NUMBER
 KV5743'3 WAS ALSO RECOVERED AT THIS TIME AND HAS BEEN DISTURBED AT SOME TIME
 KV5743'IN THE PAST BY SNOW REMOVING EQUIPMENT.  THE DISK, SET FLUSH IN THE
 KV5743'TOP OF A CONCRETE MONUMENT, WAS FOUND INTACT BUT THE MONUMENT ITSELF
 KV5743'IS LEANING.  THE MEASURED DISTANCE TO THE STATION IS 16.10 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3026 ***********************************************************************
 JU3026  DESIGNATION -  DIKE
 JU3026  PID         -  JU3026
 JU3026  STATE/COUNTY-  NJ/CAMDEN
 JU3026  USGS QUAD   -  CAMDEN (1995)
 JU3026
 JU3026                         *CURRENT SURVEY CONTROL
 JU3026  ___________________________________________________________________
 JU3026* NAD 83(1996)-  39 58 30.07371(N)    075 04 36.94012(W)     ADJUSTED  
 JU3026* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3026  ___________________________________________________________________
 JU3026  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 JU3026  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU3026
 JU3026  HORZ ORDER  -  THIRD
 JU3026
 JU3026.The horizontal coordinates were established by classical geodetic methods
 JU3026.and adjusted by the National Geodetic Survey in September 1999..
 JU3026
 JU3026.The orthometric height was scaled from a topographic map.
 JU3026
 JU3026.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3026
 JU3026.The geoid height was determined by GEOID03.
 JU3026
 JU3026;                    North         East     Units Scale Factor Converg.
 JU3026;SPC NJ       -   126,900.497   100,720.743   MT  0.99992989   -0 22 14.4
 JU3026;SPC NJ       -   416,339.38    330,447.97   sFT  0.99992989   -0 22 14.4
 JU3026;SPC PA S     -    74,705.153   828,310.803   MT  0.99999374   +1 44 03.4
 JU3026;SPC PA S     -   245,095.16  2,717,549.69   sFT  0.99999374   +1 44 03.4
 JU3026;UTM  18      - 4,424,987.575   493,431.073   MT  0.99960053   -0 02 57.9
 JU3026
 JU3026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3026!SPC NJ       -   1.00000505  x   0.99992989  =   0.99993494
 JU3026!SPC PA S     -   1.00000505  x   0.99999374  =   0.99999879
 JU3026!UTM  18      -   1.00000505  x   0.99960053  =   0.99960558
 JU3026
 JU3026|---------------------------------------------------------------------|
 JU3026| PID    Reference Object                     Distance      Geod. Az  |
 JU3026|                                                           dddmmss.s |
 JU3026| CB1419 DIKE RM                                            06344     |
 JU3026| JU3033 TANK                                APPROX. 1.1 KM 0715651.4 |
 JU3026| JU3032 DELAIR KIECKHEFER CONTAIN STK       APPROX. 1.0 KM 0755036.5 |
 JU3026| JU3025 CAMDEN NJ WATER CO STANDPIPE        APPROX. 2.8 KM 1932044.2 |
 JU3026| JU3073 PAVONIA HIGH STANDPIPE              APPROX. 2.7 KM 2083347.6 |
 JU3026| CB1421 DIKE RM 2                            16.560 METERS 25140     |
 JU3026| JU3070 PETTY IS CREW LEVICK OIL CO TK      APPROX. 1.9 KM 2524848.7 |
 JU3026| JU3071 PHILADELPHIA P AND L LUMBER TK      APPROX. 1.6 KM 2883647.5 |
 JU3026|---------------------------------------------------------------------|
 JU3026
 JU3026                          SUPERSEDED SURVEY CONTROL
 JU3026
 JU3026  NAD 83(1991)-  39 58 30.07126(N)    075 04 36.94292(W) AD(       ) 3
 JU3026  NAD 83(1986)-  39 58 30.06858(N)    075 04 36.94712(W) AD(       ) 3
 JU3026  NAD 27      -  39 58 29.66600(N)    075 04 38.31800(W) AD(       ) 3
 JU3026
 JU3026.Superseded values are not recommended for survey control.
 JU3026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3026.See file dsdata.txt to determine how the superseded data were derived.
 JU3026
 JU3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9343124988(NAD 83)
 JU3026_MARKER: I = METAL ROD
 JU3026_SETTING: 0 = UNSPECIFIED SETTING
 JU3026
 JU3026  HISTORY     - Date     Condition        Report By
 JU3026  HISTORY     - 1925     MONUMENTED       USE
 JU3026  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3026
 JU3026                          STATION DESCRIPTION
 JU3026
 JU3026'DESCRIBED BY US ENGINEERS 1925 (LDG)
 JU3026'LOCATED ON FISHER POINT DIKE, A ROCK AND PILE DIKE EXTENDING
 JU3026'DOWNSTREAM FROM FISHER POINT.  THE STATION IS LOCATED 291
 JU3026'METERS FROM THE EXTREME LOWER END ON A SHORT SECTION OF PILE
 JU3026'DIKE.  THE REMAINDER OF THE DIKE IS ROCK.
 JU3026'
 JU3026'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN A BOULDER.
 JU3026'
 JU3026'THE STATION IS A 1-INCH IRON PIPE DRIVEN IN BETWEEN THE ROCKS
 JU3026'AND CEMENTED IN PLACE.  IT IS 50.1 FEET BELOW THE UPPER END OF
 JU3026'THE PILE SECTION OF THE DIKE, 11.5 FEET FROM OUTSIDE OF OUTER
 JU3026'WALL AND 6.3 FEET FROM OUTSIDE OF INNER WALL.
 JU3026'
 JU3026'THIS IS A TRIANGULATION STATION OF THE U.S. ENGINEERS.
 JU3026'
 JU3026'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
 JU3026
 JU3026                          STATION RECOVERY (1946)
 JU3026
 JU3026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3026'AREA THOROUGHLY SEARCHED.  STATION WAS NOT RECOVERED.  DIKE HAS
 JU3026'BEEN CHANGED.  SHORT SECTION OF PILE DIKE NO LONGER IN
 JU3026'EXISTENCE.  DIKE IS ALL EARTH FILLED WITH ROCK RIP-RAP.  REFERENCE
 JU3026'MARKS DESCRIPTION INADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4757 ***********************************************************************
 KV4757  DESIGNATION -  DIKE
 KV4757  PID         -  KV4757
 KV4757  STATE/COUNTY-  NJ/ESSEX
 KV4757  USGS QUAD   -  ELIZABETH (1995)
 KV4757
 KV4757                         *CURRENT SURVEY CONTROL
 KV4757  ___________________________________________________________________
 KV4757* NAD 83(1996)-  40 40 54.51401(N)    074 08 47.83410(W)     ADJUSTED  
 KV4757* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV4757  ___________________________________________________________________
 KV4757  LAPLACE CORR-           5.92  (seconds)                    DEFLEC99
 KV4757  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV4757
 KV4757  HORZ ORDER  -  THIRD
 KV4757
 KV4757.The horizontal coordinates were established by classical geodetic methods
 KV4757.and adjusted by the National Geodetic Survey in September 1999..
 KV4757
 KV4757.The orthometric height was scaled from a topographic map.
 KV4757
 KV4757.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4757
 KV4757.The geoid height was determined by GEOID03.
 KV4757
 KV4757;                    North         East     Units Scale Factor Converg.
 KV4757;SPC NJ       -   205,275.819   179,871.205   MT  0.99991098   +0 13 49.3
 KV4757;SPC NJ       -   673,475.75    590,127.45   sFT  0.99991098   +0 13 49.3
 KV4757;SPC NY L     -    57,214.738   287,604.932   MT  0.99999919   -0 05 45.2
 KV4757;SPC NY L     -   187,712.02    943,583.85   sFT  0.99999919   -0 05 45.2
 KV4757;UTM  18      - 4,503,785.964   572,114.960   MT  0.99966401   +0 33 22.7
 KV4757
 KV4757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4757!SPC NJ       -   1.00000511  x   0.99991098  =   0.99991609
 KV4757!SPC NY L     -   1.00000511  x   0.99999919  =   1.00000430
 KV4757!UTM  18      -   1.00000511  x   0.99966401  =   0.99966912
 KV4757
 KV4757:                Primary Azimuth Mark                     Grid Az
 KV4757:SPC NJ       -  NEWARK BAY PASSAIC LH OLD TWR            045 57 58.7
 KV4757:SPC NY L     -  NEWARK BAY PASSAIC LH OLD TWR            046 17 33.2
 KV4757:UTM  18      -  NEWARK BAY PASSAIC LH OLD TWR            045 38 25.3
 KV4757
 KV4757|---------------------------------------------------------------------|
 KV4757| PID    Reference Object                     Distance      Geod. Az  |
 KV4757|                                                           dddmmss.s |
 KV4757| KV4762 NEWARK BAY PASSAIC LH OLD TWR       APPROX. 2.3 KM 0461148.0 |
 KV4757| CB5997 HARBOR LINE RM 9                                   09232     |
 KV4757| KV4233 BAYONNE FIRST REFORM CH SPIRE       APPROX. 2.9 KM 1081808.6 |
 KV4757| KV4232 BAYONNE LEOLASTIC WORKS CO TK       APPROX. 2.3 KM 1093817.5 |
 KV4757| KV4235 BAYONNE CITY HALL SPIRE             APPROX. 3.3 KM 1255314.8 |
 KV4757| KV4353 TAINTOR MANUFACTURING CO CHIM       APPROX. 5.5 KM 1274953.7 |
 KV4757| CB5996 HARBOR LINE RM 7                                   1404912.8 |
 KV4757| KV4672 BAYONNE ST MARYS CATH CH SPIRE      APPROX. 3.1 KM 1455614.4 |
 KV4757| KV4743 MARSH                               APPROX. 1.5 KM 1993419.8 |
 KV4757| KV4793 PORT IVORY PG SOAP WKS N CHIM       APPROX. 5.6 KM 2110134.0 |
 KV4757| KV4727 ST PETER AND PAUL CATH CH           APPROX. 4.2 KM 2250031.6 |
 KV4757| CB5837 DIKE RM 1                                          31221     |
 KV4757| KV4776 NEW CHIMNEY IN MARSH                APPROX. 3.2 KM 3461129.0 |
 KV4757|---------------------------------------------------------------------|
 KV4757
 KV4757                          SUPERSEDED SURVEY CONTROL
 KV4757
 KV4757  NAD 83(1996)-  40 40 54.51391(N)    074 08 47.83414(W) AD(       ) 3
 KV4757  NAD 83(1986)-  40 40 54.51138(N)    074 08 47.83515(W) AD(       ) 3
 KV4757  NAD 27      -  40 40 54.14000(N)    074 08 49.32100(W) AD(       ) 3
 KV4757
 KV4757.Superseded values are not recommended for survey control.
 KV4757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4757.See file dsdata.txt to determine how the superseded data were derived.
 KV4757
 KV4757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7211503786(NAD 83)
 KV4757_MARKER: DS = TRIANGULATION STATION DISK
 KV4757_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4757_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4757
 KV4757  HISTORY     - Date     Condition        Report By
 KV4757  HISTORY     - 1913     MONUMENTED       CGS
 KV4757  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4757  HISTORY     - 20010315 MARK NOT FOUND   PORANY
 KV4757
 KV4757                          STATION DESCRIPTION
 KV4757
 KV4757'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4757'STATION IS ON THE W SIDE OF NEWARK BAY, ON THE SOUTHERNMOST OF
 KV4757'TWO OLD DOCKS FORMED BY DISKS BEHIND WHICH THE LAND HAS BEEN
 KV4757'FILLED IN.  THE STATION IS ABOUT 20 METERS FROM THE DIKES ON
 KV4757'THE S SIDE OF THE DOCK AND IS MARKED BY A STANDARD C. AND G.S.
 KV4757'BRASS DISK SET IN THE TOP OF A PIECE OF 4-INCH TILE PIPE
 KV4757'FILLED WITH CONCRETE AND SUNK TO THE LEVEL OF THE GROUND.
 KV4757'
 KV4757'REFERENCE MARK NO. 1 IS A COPPER NAIL SET IN THE CONCRETE
 KV4757'FILLING OF A PIECE OF 3-INCH TILE PIPE WHICH PROJECTS 2 INCHES
 KV4757'ABOVE THE GROUND.  IT IS 57.4 FEET N 38 DEG W FROM THE STATION.
 KV4757'
 KV4757'REFERENCE MARK NO. 2 IS THE CENTER OF A SMALL RAISED TRIANGLE
 KV4757'OF A BRASS PLATE BEARING THE INSCRIPTION UNITED STATES HARBOR LINE
 KV4757'REFERENCE MARK.  THIS IS SET IN THE TOP OF THE CONCRETE FILLING OF
 KV4757'A METAL CYLINDER 6 INCHES IN DIAMETER, AND SUNK TO THE GROUND
 KV4757'LEVEL.  IT IS 411.75 FEET S 43 DEG E FROM THE STATION.
 KV4757
 KV4757                          STATION RECOVERY (1931)
 KV4757
 KV4757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4757'STATION REPORTED LOST.
 KV4757
 KV4757                          STATION RECOVERY (2001)
 KV4757
 KV4757'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV4757'FORMER MARSHLANDS FILLED TO BUILT ELIZABETH PORT AUTHORITY MARINE
 KV4757'TERMINAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2798 ***********************************************************************
 JU2798  DESIGNATION -  DIRTY
 JU2798  PID         -  JU2798
 JU2798  STATE/COUNTY-  NJ/ATLANTIC
 JU2798  USGS QUAD   -  OCEANVILLE (1989)
 JU2798
 JU2798                         *CURRENT SURVEY CONTROL
 JU2798  ___________________________________________________________________
 JU2798* NAD 83(1996)-  39 26 05.53369(N)    074 22 32.79394(W)     ADJUSTED  
 JU2798* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2798  ___________________________________________________________________
 JU2798  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 JU2798  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JU2798
 JU2798  HORZ ORDER  -  THIRD
 JU2798
 JU2798.The horizontal coordinates were established by classical geodetic methods
 JU2798.and adjusted by the National Geodetic Survey in September 1999..
 JU2798
 JU2798.The orthometric height was scaled from a topographic map.
 JU2798
 JU2798.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2798
 JU2798.The geoid height was determined by GEOID03.
 JU2798
 JU2798;                    North         East     Units Scale Factor Converg.
 JU2798;SPC NJ       -    66,782.161   160,693.820   MT  0.99990141   +0 04 44.1
 JU2798;SPC NJ       -   219,101.14    527,209.64   sFT  0.99990141   +0 04 44.1
 JU2798;UTM  18      - 4,365,222.319   553,720.419   MT  0.99963553   +0 23 47.5
 JU2798
 JU2798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2798!SPC NJ       -   1.00000526  x   0.99990141  =   0.99990667
 JU2798!UTM  18      -   1.00000526  x   0.99963553  =   0.99964078
 JU2798
 JU2798|---------------------------------------------------------------------|
 JU2798| PID    Reference Object                     Distance      Geod. Az  |
 JU2798|                                                           dddmmss.s |
 JU2798| CB1423 DIRTY RM 2                           28.395 METERS 02926     |
 JU2798| CB1422 DIRTY RM 1                           26.974 METERS 10051     |
 JU2798| JU2755 BRIGANTINE                          APPROX. 3.2 KM 1022412.8 |
 JU2798|---------------------------------------------------------------------|
 JU2798
 JU2798                          SUPERSEDED SURVEY CONTROL
 JU2798
 JU2798  NAD 83(1986)-  39 26 05.52440(N)    074 22 32.78585(W) AD(       ) 3
 JU2798  NAD 27      -  39 26 05.10000(N)    074 22 34.26400(W) AD(       ) 3
 JU2798
 JU2798.Superseded values are not recommended for survey control.
 JU2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2798.See file dsdata.txt to determine how the superseded data were derived.
 JU2798
 JU2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5372065222(NAD 83)
 JU2798_MARKER: DS = TRIANGULATION STATION DISK
 JU2798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2798
 JU2798  HISTORY     - Date     Condition        Report By
 JU2798  HISTORY     - 1935     MONUMENTED       CGS
 JU2798  HISTORY     - 1950     SEE DESCRIPTION  CGS
 JU2798  HISTORY     - 1962     MARK NOT FOUND   CGS
 JU2798
 JU2798                          STATION DESCRIPTION
 JU2798
 JU2798'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2798'STATION DIRTY C. AND N. IS A STANDARD TRIANGULATION DISK SET
 JU2798'IN A CONCRETE MONUMENT WHICH STANDS APPROXIMATELY 1 FOOT ABOVE
 JU2798'THE GROUND.  STATION IS LOCATED ON N SIDE OF LARGE MARSH ISLAND,
 JU2798'(57.1 METERS FROM HWL) SITUATED ON S SIDE OF BRIGANTINE CHANNEL
 JU2798'AT THE GRASSY BAY ENTRANCE.  STATION IS APPROXIMATELY HALF-WAY
 JU2798'BETWEEN THE E AND W ENDS OF THE ISLAND AT THE PLACE WHERE A
 JU2798'SLOUGH RUNS INTO THE ISLAND FROM THE S SIDE.  STATION IS
 JU2798'APPROXIMATELY 500 METERS W OF SEVERAL SMALL SHACKS ON E END OF
 JU2798'ISLAND.
 JU2798'
 JU2798'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2798'CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2798'
 JU2798'REFERENCE MARK NO. 2 IS ON RANGE WITH STATION BRIGANTINE.  ALL
 JU2798'MARKS ARE SET ON 2X4 PILES.
 JU2798'
 JU2798'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 JU2798
 JU2798                          STATION RECOVERY (1950)
 JU2798
 JU2798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2798'THE DISK FOR R.M. 1 WAS FOUND LYING ON TOP OF THE CRUMBLED
 JU2798'CONCRETE MONUMENT.  THE CONCRETE MONUMENT FOR R.M. 2 WAS FOUND
 JU2798'BUT THE DISK WAS MISSING.  A 2-INCH PIPE WAS FOUND AT THE STATION
 JU2798'SITE.  THIS PIPE IS IMBEDDED IN CONCRETE.  THERE APPEARS TO HAVE
 JU2798'BEEN A DISK IMBEDDED IN CONCRETE IN THE TOP OF THE PIPE.  THE
 JU2798'DISK WAS NOT FOUND.  THE DISTANCES TO THE REFERENCE MONUMENTS
 JU2798'AND THE ANGLE BETWEEN THE REFERENCE MARK MONUMENTS CHECK WITH
 JU2798'THOSE GIVEN IN THE DESCRIPTION.  FROM THIS PIPE THE
 JU2798'CONCRETE MONUMENT WHICH HAD HELD R.M. 1 IS ON RANGE WITH
 JU2798'STATION BRIGANTINE.  R.M. 2 IS NOT ON RANGE AS STATED
 JU2798'IN THE DESCRIPTION.
 JU2798'
 JU2798'IT IS RECOMMENDED THAT THE RECOVERY OF THIS STATION BE
 JU2798'CLASSIFIED AS DOUBTFUL.
 JU2798
 JU2798                          STATION RECOVERY (1962)
 JU2798
 JU2798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2798'NOT RECOVERED.  NO TRACE OF THE MARKS WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5314 ***********************************************************************
 KV5314  DESIGNATION -  DISBORO 1839
 KV5314  PID         -  KV5314
 KV5314  STATE/COUNTY-  NJ/MONMOUTH
 KV5314  USGS QUAD   -  ROOSEVELT (1981)
 KV5314
 KV5314                         *CURRENT SURVEY CONTROL
 KV5314  ___________________________________________________________________
 KV5314* NAD 83(1996)-  40 14 48.31164(N)    074 27 24.52961(W)     ADJUSTED  
 KV5314* NAVD 88     -        83.9    (meters)     275.     (feet)  VERTCON   
 KV5314  ___________________________________________________________________
 KV5314  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 KV5314  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV5314
 KV5314  HORZ ORDER  -  FIRST
 KV5314
 KV5314.The horizontal coordinates were established by classical geodetic methods
 KV5314.and adjusted by the National Geodetic Survey in September 1999..
 KV5314
 KV5314.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5314
 KV5314.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5314
 KV5314.The geoid height was determined by GEOID03.
 KV5314
 KV5314;                    North         East     Units Scale Factor Converg.
 KV5314;SPC NJ       -   156,911.303   153,674.162   MT  0.99990017   +0 01 40.4
 KV5314;SPC NJ       -   514,799.83    504,179.31   sFT  0.99990017   +0 01 40.4
 KV5314;UTM  18      - 4,455,286.488   546,199.003   MT  0.99962627   +0 21 03.4
 KV5314
 KV5314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5314!SPC NJ       -   0.99999194  x   0.99990017  =   0.99989211
 KV5314!UTM  18      -   0.99999194  x   0.99962627  =   0.99961821
 KV5314
 KV5314|---------------------------------------------------------------------|
 KV5314| PID    Reference Object                     Distance      Geod. Az  |
 KV5314|                                                           dddmmss.s |
 KV5314| CS4360 DISBORO RM 4                          9.775 METERS 08127     |
 KV5314| KV5511 STONY HILL RESET                    APPROX.17.6 KM 2165912.2 |
 KV5314| KV5313 DISBORO 2                            31.222 METERS 25150     |
 KV5314| CS4359 DISBORO RM 3                         10.735 METERS 34632     |
 KV5314|---------------------------------------------------------------------|
 KV5314
 KV5314                          SUPERSEDED SURVEY CONTROL
 KV5314
 KV5314  NAD 83(1986)-  40 14 48.30919(N)    074 27 24.52971(W) AD(       ) 1
 KV5314  NAD 27      -  40 14 47.91500(N)    074 27 25.98200(W) AD(       ) 1
 KV5314  NGVD 29 (07/19/86)   84.2    (m)          276.     (f) VERT ANG       
 KV5314
 KV5314.Superseded values are not recommended for survey control.
 KV5314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5314.See file dsdata.txt to determine how the superseded data were derived.
 KV5314
 KV5314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4619955286(NAD 83)
 KV5314_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV5314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV5314_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5314+STABILITY: SURFACE MOTION
 KV5314
 KV5314  HISTORY     - Date     Condition        Report By
 KV5314  HISTORY     - 1839     MONUMENTED       COASUR
 KV5314  HISTORY     - 1869     POOR             CGS
 KV5314  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV5314  HISTORY     - 1935     MARK NOT FOUND   CGS
 KV5314  HISTORY     - 1936     GOOD             CGS
 KV5314  HISTORY     - 1982     GOOD             NGS
 KV5314  HISTORY     - 19961020 GOOD             USPSQD
 KV5314
 KV5314                          STATION DESCRIPTION
 KV5314
 KV5314'DESCRIBED BY COAST AND GEODETIC SURVEY 1869 (JF)
 KV5314'ON THE FARM OWNED IN 1840 BY JOHN DISBORO, AND IN 1869 BY JAMES
 KV5314'A. PERRINE.  IT IS ON WHAT IS KNOWN AS DISBOROS HILL, ABOUT
 KV5314'4 MILES S.E. OF HIGHTSTOWN, MERCER COUNTY, AND ON THE ROAD FROM
 KV5314'HIGHTSTOWN TO FREEHOLD.  IN 1869 THE SIGNAL POLE WAS FOUND LEANING
 KV5314'AT A 45 DEG ANGLE AGAINST A CEDAR.  IT HAS ROTTED OFF AT THE
 KV5314'SURFACE 3 FEET OF THE BUTT REMAINED IN THE GROUND.  EXCAVATION
 KV5314'SHOWED THAT THE CONE HAD BEEN DISPLACED TO MAKE PLACE FOR THIS
 KV5314'POLE.
 KV5314'
 KV5314'FROM THE BURIED PART OF THE POLE, WHICH WAS ALLOWED TO REMAIN
 KV5314'IN POSITION, THE FOLLOWING BEARINGS AND DISTANCES WERE TAKEN--
 KV5314'APPLE TREE TRUNK 1869 (BEARING TREE IN 1838), S 78 DEG W, 44 FEET.
 KV5314'CEDAR TREE, N 47 DEG W, 35 FEET.  CEDARS, N 5 DEG W, 20.7 FEET.
 KV5314'CEDAR, N., 20 FEET.  LOCUST, N 70 DEG E, 10 FEET.  TWO
 KV5314'CEDARS, S 39 DEG E, 12 FEET.  CEDAR, S 37 DEG W, 34.5
 KV5314'FEET.  CEDAR, S 58 DEG W, 45.5 FEET.  FROM THE OLD APPLE
 KV5314'TRUNK TO THE THIRD CEDAR ABOVE IS 53 FEET.  FROM THIRD CEDAR TO
 KV5314'LOCUST TREE, 20 FEET.  FROM LOCUST TREE TO TWO CEDARS, 13 FEET.
 KV5314'FROM TWO CEDARS TO NEXT TO LAST MENTIONED CEDAR, 33 FEET.
 KV5314'AND BETWEEN LAST TWO CEDARS, 18 FEET.
 KV5314
 KV5314                          STATION RECOVERY (1931)
 KV5314
 KV5314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (ERM)
 KV5314'DISBORO HILL WAS VISITED.  NO MARKS OF ANY KIND WERE FOUND.  NO
 KV5314'DEFINITE INFORMATION AS TO WHAT PART OF HILL, WHICH IS OF SOME
 KV5314'EXTENT AND COVERED WITH SCATTERING BRUSH, THE OLD STATION WAS
 KV5314'LOCATED ON.  FROM REPORTS OF A SEARCH IN 1869 AND THE FAILURE
 KV5314'TO GET ANY INFORMATION IN THE COMMUNITY ABOUT IT, IT IS THOUGHT
 KV5314'THAT THE ORIGINAL STATION HAS BEEN DESTROYED.  IF A LATER
 KV5314'STATION HAS BEEN ESTABLISHED AND USED, NOBODY HAS SEEN OR
 KV5314'KNOWS ANYTHING ABOUT IT.
 KV5314
 KV5314                          STATION RECOVERY (1935)
 KV5314
 KV5314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5314'DUE TO INCOMPLETE INFORMATION FURNISHED CONCERNING DISBORO IT
 KV5314'WAS IMPOSSIBLE TO DETERMINE ITS EXACT LOCATION.  A ROUGHLY
 KV5314'SHAPED CONE WAS FOUND 3 FEET BELOW THE SURFACE OF THE GROUND,
 KV5314'WHICH PROBABLY INDICATED THE APPROXIMATE LOCATION OF THE STATION.
 KV5314'
 KV5314'A NEW STATION DISBORO 2 WITH TWO REFERENCE MARKS WAS SET AT
 KV5314'THIS LOCATION.  REFERENCE MARK NO. 1 WAS SET AT THE APPROXIMATE
 KV5314'LOCATION OF THE OLD STATION, DISBORO.
 KV5314
 KV5314                          STATION RECOVERY (1936)
 KV5314
 KV5314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HBR)
 KV5314'RECOVERED IN FAIR CONDITION AND UNDISTURBED.
 KV5314'
 KV5314'THE ORIGINAL DESCRIPTION IS INADEQUATE.
 KV5314'
 KV5314'THE STATION MARK IS A HOLLOW TRUNCATED CONE OF THINLY GLAZED
 KV5314'GRAY POTTERY, OF THE DISTINCTIVE TYPE USED BY HASSLER, ABOUT
 KV5314'8-1/2 IN OUTSIDE DIAMETER AND 1/2 IN THICK AT THE TOP OR SMALL END,
 KV5314'BURIED 18 IN UNDERGROUND IN DENSELY PACKED YELLOW SAND.  A
 KV5314'SEGMENT CONSISTING OF ABOUT ONE THIRD OF THE CONE HAS CRACKED
 KV5314'OFF DUE PRESUMABLY TO FROST ACTION, BUT REMAINS IN PLACE.
 KV5314'
 KV5314'THE CONE WAS LEFT UNDISTURBED.  AFTER PHOTOGRAPHING AND
 KV5314'REFERENCING, IT WAS COVERED WITH EARTH TO THE SAME DEPTH AS
 KV5314'FORMERLY.  NO SURFACE MARK WAS SET.  TWO ADDITIONAL REFERENCE
 KV5314'MARKS WERE ESTABLISHED, CONSISTING OF STANDARD BRONZE REFERENCE
 KV5314'DISKS SET IN CONCRETE POSTS, STAMPED DISBORO 1839 R.M.-3
 KV5314'AND DISBORO 1839-R.M.-4.
 KV5314'
 KV5314'TO REACH THE STATION, PROCEED FROM THE MANALAPAN GENERAL
 KV5314'STORE, ON N.J. HIGHWAY 33 6.7 MILES FROM THE CENTER OF
 KV5314'FREEHOLD, WEST ON N.J. 33 0.3 MILE TO A T ROAD LEFT AT SIGN
 KV5314'PERRINEVILLE 2-1/2 MILES.  CLARKESBURG 5.  TURN RIGHT GO 1.3
 KV5314'MILES TO CROSS ROAD.  CONTINUE STRAIGHT AHEAD, LEAVING PAVEMENT
 KV5314'AND GO 1.2 MILES TO CROSS ROAD.  CONTINUE STRAIGHT AHEAD .6
 KV5314'MILE ON PAVEMENT, AGAIN TO DIRT CROSS ROAD (MAIL BOX MARKED
 KV5314'T PULLEN ON LEFT), TURN RIGHT AND CONTINUE TO RED BARN, PASS
 KV5314'BETWEEN BARN AND CORN CRIB.  CONTINUE ON DIRT ROAD PASSING
 KV5314'ALONG FENCE LINE AT WEST END OF WHEAT FIELD.  CONTINUE TO
 KV5314'NORTHWEST CORNER OF WHEAT FIELD, TURN RIGHT.  GO .15 MILE
 KV5314'ALONG NORTH END OF WHEAT FIELD.  TURN LEFT AND GO .17 MI. ON
 KV5314'DIM CLEARED ROAD TO STATION WHICH IS LOCATED AT THE HIGHEST
 KV5314'POINT OF THE HILL, ON THE PROPERTY OF THE LUTHERAN MEMORIAL
 KV5314'PARK CEMETERY.
 KV5314'
 KV5314'SEE ALSO DESCRIPTION AND 1936 RECOVERY NOTE OF DISBORO 2.
 KV5314
 KV5314                          STATION RECOVERY (1982)
 KV5314
 KV5314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 KV5314'THE STATION WAS RECOVERED AT THIS DATE.
 KV5314'IN A COOPERATIVE PROJECT WITH THE NEW JERSEY SOCIETY OF
 KV5314'PROFESSIONAL LAND SURVEYORS,  THE STATE DEPARTMENT OF ENVIRONMENTAL
 KV5314'RESOURSES AND THE NATIONAL GEODETIC SURVEY, THE STATION AND ITS TWO
 KV5314'REFERENCE MARKS ALONG WITH STATION DISBORO 2 1935 AND ITS TWO
 KV5314'REFERENCE MARKS WERE RECOVERED AFTER A LONG SEARCH AND TRAVERSE IN
 KV5314'WOODS AND VERY THICK VERY SHARP THORN BUSHES.  THE STATION SURFACE
 KV5314'AND UNDERGROUND MONUMENTS WERE CERAMIC CONES.  THE SURFACE CONE WAS
 KV5314'BROKEN BUT THE UNDERGROUND WAS IN EXCELLANT SHAPE.  BOTH WERE
 KV5314'REPLACED BY STANDARD SURVEY DISKS.  A LONGER DISTANCE OF 0.006
 KV5314'METERS WAS FOUND TO REFERENCE MARK 3 AND A LONGER
 KV5314'DISTANCE OF 0.003 METERS TO REFERENCE MARK 4.  A DIFFERENCE OF
 KV5314'8 MINUTES, 3 SECONDS WAS MEASURED TO DISBORO 2 1935 RM 1 WHICH WAS
 KV5314'ONLY FOUR METERS AWAY.
 KV5314'
 KV5314'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI)
 KV5314'NORTHEAST OF ALLENTOWN,
 KV5314'12.5 KM (7.75 MI) SOUTHWEST OF ENGLISHTOWN AND
 KV5314'6.5 KM (4.0 MI) SOUTHEAST OF HIGHTSTOWN ON A LOW HILL WITH LARGE
 KV5314'TREES AND THICK THORN BUSHES.
 KV5314'OWNERSHIP--THE OWNERSHIP HAS CHANGED SINCE THE RECOVERY IN 1982 AND
 KV5314'WILL CHANGE AGAIN AS IT IS BEING DEVELOPED FOR HOUSING IN 1988.
 KV5314'
 KV5314'TO REACH THE STATION FROM THE POST OFFICE IN HIGHTSTOWN GO NORTH
 KV5314'NORTHWEST FOR 0.25 KM (0.15 MI) TO MAIN STREET.  TURN SHARP RIGHT
 KV5314'A GO SOUTH ON SOUTH MAIN STREET FOR 0.56 KM (0.35 MI) TO ETRA ROAD
 KV5314'ON THE LEFT.  TURN LEFT, EAST, FOR 4.6 KM (2.85 MI) TO THE
 KV5314'MERCER-MONMOUTH COUNTY LINE.  CONTINUE EAST ON THE PAVED ROAD NOW
 KV5314'CALLED THE PERRINVILLE ROAD FOR 3.4 KM (2.1 MI) TO A ROAD LEFT.
 KV5314'TURN LEFT ONTO DISBORO HILL ROAD FOR 1.2 KM (0.75 MI) TO THE NEWLY
 KV5314'CUT ROAD ON THE LEFT.  MEANDER WESTERLY ON THE ROAD AND ANOTHER NOW
 KV5314'ONLY STAKED FOR 0.32 KM (0.2 MI) TO THE STATION ON THE LEFT
 KV5314'APPROXIMATELY 20 METERS FROM THE PROPOSED ROAD.
 KV5314'
 KV5314'THE STATION IS A STANDARD NGS DISK
 KV5314'STAMPED---DISBORO 1839 1982---,
 KV5314'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5314'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5314'31.7 METERS (104.0 FT) EAST-NORTHEAST FROM A WITNESS POST,
 KV5314'7.0 METERS (23.0 FT) EAST FROM A 8 INCH CROOKED TREE,
 KV5314'1.8 METERS (6.0 FT) SOUTH FROM THE CENTER OF DIM TRAIL AND
 KV5314'0.5 METERS (1.8 FT) SOUTH FROM A CARSONITE WITNESS POST.
 KV5314'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 KV5314'STAMPED---DISBORO 1839 1982---,
 KV5314'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 KV5314'
 KV5314'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 KV5314'STAMPED---DISBORO 2 NO 1 1935---,
 KV5314'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV5314'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 KV5314'29.0 METERS (95.2 FT) EAST-NORTHEAST FROM THE WITNESS POST NEAREST
 KV5314'STATION DISBORO 2
 KV5314'5.1 METERS (16.6 FT) SOUTHEAST FROM THE 8 INCH CROOKED TREE,
 KV5314'4.4 METERS (14.5 FT) SOUTHWEST FROM THE WITNESS POST NEAREST TO
 KV5314'STATION DISBORO 1839 AND
 KV5314'3.0 METERS (10.0 FT) SOUTH FROM THE DIM TRAIL.
 KV5314'MARK IS .3 METERS ABOVE THE STATION.
 KV5314'
 KV5314'REFERENCE MARK NO. 3 IS A STANDARD CGS DISK
 KV5314'THAT IS ---UNSTAMPED---,
 KV5314'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV5314'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 KV5314'13.3 METERS (43.7 FT) NORTHWEST FROM THE 8 INCH TREE WITH NOTCH,
 KV5314'10.2 METERS (33.6 FT) NORTH-NORTHWEST FROM THE WITNESS POST AND
 KV5314'6.1 METERS (20.0 FT) NORTH FROM THE DIM TRAIL.
 KV5314'MARK IS .6 METERS BELOW THE STATION.
 KV5314'
 KV5314'REFERENCE MARK NO. 4 IS A STANDARD CGS DISK
 KV5314'THAT IS ---UNSTAMPED---,
 KV5314'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV5314'30 CM ON SIDE PROJECTING 5 CM ABOVE GROUND.  LOCATED
 KV5314'16.9 METERS (55.3 FT) EAST-NORTHEAST FROM THE TREE WITH NOTCH,
 KV5314'9.9 METERS (32.4 FT) EAST-SOUTHEAST FROM THE WITNESS POST NEAREST
 KV5314'TO STATION DISBORO 1839 AND
 KV5314'7.6 METERS (25.0 FT) SOUTH FROM THE DIM TRAIL.
 KV5314'MARK IS LEVEL WITH THE STATION.
 KV5314'
 KV5314'THERE WAS NO GOOD PLACE TO SET AZIMUTH MARK
 KV5314'
 KV5314'DESCRIBED BY RALPH G POUST.
 KV5314
 KV5314                          STATION RECOVERY (1996)
 KV5314
 KV5314'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV5314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5313 ***********************************************************************
 KV5313  DESIGNATION -  DISBORO 2
 KV5313  PID         -  KV5313
 KV5313  STATE/COUNTY-  NJ/MONMOUTH
 KV5313  USGS QUAD   -  ROOSEVELT (1981)
 KV5313
 KV5313                         *CURRENT SURVEY CONTROL
 KV5313  ___________________________________________________________________
 KV5313* NAD 83(1996)-  40 14 47.99608(N)    074 27 25.78479(W)     ADJUSTED  
 KV5313* NAVD 88     -        84.1    (meters)     276.     (feet)  VERTCON   
 KV5313  ___________________________________________________________________
 KV5313  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 KV5313  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV5313
 KV5313  HORZ ORDER  -  FIRST
 KV5313
 KV5313.The horizontal coordinates were established by classical geodetic methods
 KV5313.and adjusted by the National Geodetic Survey in September 1999..
 KV5313
 KV5313.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5313
 KV5313.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5313
 KV5313.The geoid height was determined by GEOID03.
 KV5313
 KV5313;                    North         East     Units Scale Factor Converg.
 KV5313;SPC NJ       -   156,901.556   153,644.503   MT  0.99990016   +0 01 39.6
 KV5313;SPC NJ       -   514,767.85    504,082.01   sFT  0.99990016   +0 01 39.6
 KV5313;UTM  18      - 4,455,276.577   546,169.408   MT  0.99962624   +0 21 02.6
 KV5313
 KV5313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5313!SPC NJ       -   0.99999191  x   0.99990016  =   0.99989207
 KV5313!UTM  18      -   0.99999191  x   0.99962624  =   0.99961815
 KV5313
 KV5313|---------------------------------------------------------------------|
 KV5313| PID    Reference Object                     Distance      Geod. Az  |
 KV5313|                                                           dddmmss.s |
 KV5313| KV5314 DISBORO 1839                         31.222 METERS 07150     |
 KV5313| CB5839 DISBORO 2 RM 2                       17.632 METERS 18511     |
 KV5313| KV5512 STONY HILL 2                        APPROX.17.6 KM 2165538.6 |
 KV5313| CB5838 DISBORO 2 RM 1                       28.499 METERS 25720     |
 KV5313|---------------------------------------------------------------------|
 KV5313
 KV5313                          SUPERSEDED SURVEY CONTROL
 KV5313
 KV5313  NAD 83(1986)-  40 14 47.99421(N)    074 27 25.78403(W) AD(       ) 1
 KV5313  NAD 27      -  40 14 47.59700(N)    074 27 27.23600(W) AD(       ) 1
 KV5313  NGVD 29 (06/22/90)   84.4    (m)          277.     (f) VERT ANG       
 KV5313
 KV5313.Superseded values are not recommended for survey control.
 KV5313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5313.See file dsdata.txt to determine how the superseded data were derived.
 KV5313
 KV5313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4616955277(NAD 83)
 KV5313_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV5313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5313_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5313_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5313+STABILITY: SURFACE MOTION
 KV5313
 KV5313  HISTORY     - Date     Condition        Report By
 KV5313  HISTORY     - 1935     MONUMENTED       CGS
 KV5313  HISTORY     - 1936     GOOD             NJGS
 KV5313  HISTORY     - 1982     GOOD             NGS
 KV5313  HISTORY     - 19961020 GOOD             USPSQD
 KV5313
 KV5313                          STATION DESCRIPTION
 KV5313
 KV5313'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5313'DISBORO 2 IS 4 MILES SOUTHEAST OF HIGHTSTOWN ON THE SUMMIT OF
 KV5313'DISBORO HILL, ON THE PROPERTY OF THE LUTHERAN MEMORIAL PARK
 KV5313'CEMETERY, IN A TANGLE OF BRIARS, BUSHES AND TREES, 8.8 FEET
 KV5313'EAST-SOUTHEAST OF A 14-INCH OAK TREE, 36.8 FEET NORTHWEST OF A
 KV5313'12-INCH OAK AND 22.0 FEET NORTHWEST OF A 12-INCH CHERRY
 KV5313'TREE.  THE THREE TREES ARE BLAZED WITH TRIANGLES.  THE MARK IS
 KV5313'STAMPED DISBORO 2 1935 AND PROJECTS 4 INCHES.
 KV5313'
 KV5313'TO REACH THE STATION FROM MANALAPAN GENERAL STORE ON STATE
 KV5313'HIGHWAY 33 AT THE EAST EDGE OF MANALAPAN, (WHICH IS 6.7 MILES
 KV5313'BY ROAD FROM THE CENTER OF FREEHOLD) GO WEST ON STATE HIGHWAY
 KV5313'33 FOR 0.3 MILE TO T-ROAD LEFT AT SIGN PERRINEVILLE 1.3.  TURN
 KV5313'LEFT AND GO 1.2 MILES TO T-ROAD AND SIGN PERRINEVILLE 2-1/2
 KV5313'MILES - CLARKSBURG 5.  TURN RIGHT AND GO 1.3 MILES TO CROSS
 KV5313'ROAD.  CONTINUE STRAIGHT AHEAD, LEAVING PAVEMENT AND GO 1.2
 KV5313'MILES TO CROSS ROAD.  CONTINUE STRAIGHT AHEAD 0.6 MILE ON PAVEMENT
 KV5313'AGAIN TO DIRT CROSS ROAD, (MAILBOX MARKED T. PULLEN ON LEFT)
 KV5313'TURN RIGHT AND CONTINUE TO RED BARN, PASS BETWEEN BARN AND
 KV5313'CORN CRIB.  CONTINUE ON DIRT ROAD PASSING ALONG FENCE
 KV5313'LINE AT WEST END OF WHEAT FIELD.  CONTINUE TO NORTHWEST
 KV5313'CORNER OF WHEAT FIELD, TURN RIGHT, GO 0.15 MILE ALONG
 KV5313'NORTH END OF WHEAT FIELD.  TURN LEFT AND GO 0.15 MILE
 KV5313'ON DIM CLEARED ROAD TO STATION TO LEFT.
 KV5313'
 KV5313'REFERENCE MARK NO. 1 IS 93.60 FEET (28.529 METERS) EAST OF
 KV5313'STATION, AND 3 PACES NORTHEAST OF TWIN CHERRY TREE.  MARK
 KV5313'PROJECTS 3 INCHES.
 KV5313'
 KV5313'REFERENCE MARK NO. 2 IS 57.87 FEET (17.639 METERS)
 KV5313'SOUTH-SOUTHWEST OF STATION.  MARK PROJECTS 6 INCHES.
 KV5313'
 KV5313'NO AZIMUTH MARK WAS SET AT THIS STATION.
 KV5313'
 KV5313'A 64-FOOT TOWER WILL CLEAR ALL LINES OBSERVED AT THIS STATION.
 KV5313'
 KV5313'NO PROMINENT NATURAL OBJECTS VISIBLE FROM THE GROUND.
 KV5313'
 KV5313'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KV5313'NO. 2 COULD NOT BE MEASURED ON ACCOUNT OF TREES.
 KV5313
 KV5313                          STATION RECOVERY (1936)
 KV5313
 KV5313'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 KV5313'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 KV5313'CONDITION, 4 MILES SOUTHEAST OF HIGHSTOWN.  AT THE STATION, AN
 KV5313'ADDITIONAL ANGLE WAS MEASURED AS FOLLOWS.
 KV5313
 KV5313                          STATION RECOVERY (1982)
 KV5313
 KV5313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 KV5313'THE STATION WAS RECOVERED AT THIS DATE.
 KV5313'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KV5313'CONDITION, A SHORTER DISTANCE OF 0.30 METERS OR 0.1 FEET WAS FOUND
 KV5313'TO REFERENCE MARK NO 1.  ALSO A SHORTER DISTANCE OF 0.007 METERS OR
 KV5313'0.02 FEET WAS FOUND
 KV5313'TO REFERENCE MARK NO 2.  A DIFFERENCE OF 179 DEGREES, 58 MINUTES
 KV5313'AND 57 SECONDS IN DIRECTION WAS FOUND TO REFERENCE MARK NO 1, IT IS
 KV5313'BELIEVED A 180 DEGREE ERROR WAS MADE IN 1935.  A DIFFERENCE OF 26
 KV5313'MINUTES AND 49 SECONDS IN DIRECTION WAS ALSO FOUND TO REFERENCE
 KV5313'MARK NO 2.
 KV5313'
 KV5313'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) NOTHEAST OF
 KV5313'ALLENTOWN, 12.5 KM (7.75 MI) SOUTHWEST OF ENGLISHTOWN AND 6.5 KM
 KV5313'(4.0 MI) SOUTHEAST OF HIGHTSTOWN ON A LOW HILL WITH LARGE TREES AND
 KV5313'THICK THORN BUSHES.  OWNERSHIP--THE OWNERSHIP HAS CHANGED SINCE
 KV5313'RECOVERY IN 1982 AND WILL CHANGE AGAIN AS IT IS BEING DEVELOPED FOR
 KV5313'HOUSING IN 1988.
 KV5313'
 KV5313'TO REACH THE STATION FROM THE POST OFFICE IN HIGHTSTONN GO NORTH
 KV5313'NORTHWEST FOR 0.25 KM (0.15 MI) TO MAIN ST
 KV5313'TURN SHARP RIGHT AND GO SOUTH ON SOUTH MAIN STREET FOR 0.56 KM(0.35
 KV5313'MI) TO ETRA ROAD ON THE LEFT.  TURN LEFT, EAST, FOR 4.6 KM (2.85
 KV5313'MI) TO THE MERCER-MONMOUTH COUNTY LINE.  CONTINUE EAST ON THE PAVED
 KV5313'ROAD NOW CALLED THE PERRINVILLE ROAD FOR 3.4 KM (2.1 MI) TO A ROAD
 KV5313'LEFT.  TURN LEFT ONTO DISBORO HILL ROAD FOR 1.2 KM (0.75 MI) TO THE
 KV5313'NEWLY CUT ROAD ON THE LEFT.  MEANDER WESTERLY ON THE ROAD AND
 KV5313'ANOTHER NOW ONLY STAKED FOR 0.32 KM (0.2 MI) ON THE LEFT
 KV5313'APPROXIMATELY 20 METERS FROM THE PROPOSED ROAD.
 KV5313'
 KV5313'THE STATION IS A STANDARD CGS DISK
 KV5313'STAMPED---DISBORO 2 1935---,
 KV5313'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV5313'30 CM ON SIDE PROJECTING 8 CM ABOVE GROUND.  LOCATED
 KV5313'31.2 METERS (102.5 FT) WEST-SOUTHWEST FROM THE WITNESS POST NEAR
 KV5313'STATION DISBORO 1839,
 KV5313'24.2 METERS (79.4 FT) WEST-SOUTHWEST FROM A 8 INCH CROOKED TREE
 KV5313'WITH A DEEP NOTCH ON ITS SIDE,
 KV5313'2.2 METERS (7.2 FT) EAST FROM A 36 INCH OAK TREE WITH A BLAZE ON
 KV5313'THE EAST SIDE,
 KV5313'1.2 METERS (4.0 FT) SOUTHEAST FROM A CARSONITE WITNESS POST AND
 KV5313'1.2 METERS (4.0 FT) NORTH FROM THE DIM TRAIL
 KV5313'
 KV5313'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK
 KV5313'STAMPED---DISBORO 2 NO 1 1935---,
 KV5313'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV5313'30 CM ON SIDE PROJECTING 5 CM ABOVE GROUND.  LOCATED
 KV5313'29.0 METERS (95.2 FT) EAST-NORTHEAST FROM THE WITNESS POST
 KV5313'NEAREST TO STATION DISBORO 2,
 KV5313'5.1 METERS (16.6 FT) SOUTHEAST FROM THE 8 INCH CROOKED TREE WITH
 KV5313'THE NOTCH,
 KV5313'4.4 METERS (14.5 FT) SOUTHWEST FROM THE WITNESS POST NEAREST TO
 KV5313'STATION DISBORO 1839 AND
 KV5313'3.0 METERS (10.0 FT) SOUTH FROM THE DIM TRAIL.
 KV5313'MARK IS .3 METERS BELOW THE STATION.
 KV5313'
 KV5313'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK
 KV5313'STAMPED---DISBORO 2 NO 2 1935---,
 KV5313'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV5313'30 CM ON SIDE PROJECTING 5 CM ABOVE GROUND.  LOCATED
 KV5313'18.5 METERS (60.8 FT) SOUTH FROM THE WITNESS POST NEAREST STATION
 KV5313'DISBORO 2 1935,
 KV5313'17.7 METERS (58.0 FT) SOUTH FROM THE 36 INCH OAK TREE AND
 KV5313'9.1 METERS (30.0 FT) EAST FROM THE DIM WOODS TRAIL.
 KV5313'MARK IS .3 METERS BELOW THE STATION.
 KV5313'
 KV5313'THERE ARE NO SUITABLE LOCATIONS AVAILABLE TO SET AN AZIMUTH MARK AT
 KV5313'THIS TIME.  A COMPLETE NEW DESCRIPTION OF THIS STATION WILL HAVE TO
 KV5313'BE WRITTEN WITHIN A SHORT TIME , DUE TO THE FACT THAT THE LAND IS
 KV5313'UNDER DEVEOPEMENT AND NEW ROADS HAVE BEEN STAKED OUT AND ARE UNDER
 KV5313'CONSTRUCTION.  THIS AREA WILL BE A HOUSING DEVELOPEMENT.
 KV5313'
 KV5313'DESCRIBED BY R. G. PAUST.
 KV5313
 KV5313                          STATION RECOVERY (1996)
 KV5313
 KV5313'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV5313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3971 ***********************************************************************
 KV3971  DESIGNATION -  DITCH
 KV3971  PID         -  KV3971
 KV3971  STATE/COUNTY-  NJ/BERGEN
 KV3971  USGS QUAD   -  WEEHAWKEN (1995)
 KV3971
 KV3971                         *CURRENT SURVEY CONTROL
 KV3971  ___________________________________________________________________
 KV3971* NAD 83(1996)-  40 50 43.41343(N)    074 07 08.06887(W)     ADJUSTED  
 KV3971* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 KV3971  ___________________________________________________________________
 KV3971  LAPLACE CORR-           6.39  (seconds)                    DEFLEC99
 KV3971  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KV3971
 KV3971  HORZ ORDER  -  THIRD
 KV3971
 KV3971.The horizontal coordinates were established by classical geodetic methods
 KV3971.and adjusted by the National Geodetic Survey in September 1999..
 KV3971
 KV3971.The orthometric height was scaled from a topographic map.
 KV3971
 KV3971.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3971
 KV3971.The geoid height was determined by GEOID03.
 KV3971
 KV3971;                    North         East     Units Scale Factor Converg.
 KV3971;SPC NJ       -   223,449.654   182,134.871   MT  0.99991271   +0 14 57.3
 KV3971;SPC NJ       -   733,101.07    597,554.16   sFT  0.99991271   +0 14 57.3
 KV3971;SPC NY L     -    75,376.909   289,972.365   MT  0.99999490   -0 04 40.0
 KV3971;SPC NY L     -   247,299.08    951,351.00   sFT  0.99999490   -0 04 40.0
 KV3971;UTM  18      - 4,521,967.930   574,274.496   MT  0.99966790   +0 34 34.6
 KV3971
 KV3971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3971!SPC NJ       -   1.00000430  x   0.99991271  =   0.99991701
 KV3971!SPC NY L     -   1.00000430  x   0.99999490  =   0.99999920
 KV3971!UTM  18      -   1.00000430  x   0.99966790  =   0.99967220
 KV3971
 KV3971:                Primary Azimuth Mark                     Grid Az
 KV3971:SPC NJ       -  PASSAIC GEN CHEM BLACK CHIM              020 23 21.9
 KV3971:SPC NY L     -  PASSAIC GEN CHEM BLACK CHIM              020 42 59.2
 KV3971:UTM  18      -  PASSAIC GEN CHEM BLACK CHIM              020 03 44.6
 KV3971
 KV3971|---------------------------------------------------------------------|
 KV3971| PID    Reference Object                     Distance      Geod. Az  |
 KV3971|                                                           dddmmss.s |
 KV3971| KV3941 PASSAIC GEN CHEM BLACK CHIM         APPROX. 1.7 KM 0203819.2 |
 KV3971| KV3936 PASSAIC GERA MILLS WATER TANK       APPROX. 1.7 KM 0271721.3 |
 KV3971| KV4026 PRESCOTT ENAMALINE YELLOW CHIM      APPROX. 1.3 KM 0300443.0 |
 KV3971| CB5840 DITCH RM 1                           14.935 METERS 16730     |
 KV3971| KV3976 SWAMP                               APPROX. 0.5 KM 2263211.2 |
 KV3971| CB5841 DITCH RM 2                           15.545 METERS 27133     |
 KV3971| KV4213 PASSAIC ST MARYS HOSP CUPOLA        APPROX. 1.1 KM 3084146.9 |
 KV3971| KV4007 STONE                               213.264 METERS 31048     |
 KV3971| KV4218 PASSAIC CITY HALL SPIRE             APPROX. 1.4 KM 3292115.3 |
 KV3971|---------------------------------------------------------------------|
 KV3971
 KV3971                          SUPERSEDED SURVEY CONTROL
 KV3971
 KV3971  NAD 83(1996)-  40 50 43.41322(N)    074 07 08.06919(W) AD(       ) 3
 KV3971  NAD 83(1996)-  40 50 43.40898(N)    074 07 08.07459(W) AD(       ) 3
 KV3971  NAD 83(1992)-  40 50 43.40906(N)    074 07 08.07483(W) AD(       ) 3
 KV3971  NAD 83(1986)-  40 50 43.41211(N)    074 07 08.08009(W) AD(       ) 3
 KV3971  NAD 27      -  40 50 43.06400(N)    074 07 09.56300(W) AD(       ) 3
 KV3971
 KV3971.Superseded values are not recommended for survey control.
 KV3971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3971.See file dsdata.txt to determine how the superseded data were derived.
 KV3971
 KV3971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7427421968(NAD 83)
 KV3971_MARKER: DS = TRIANGULATION STATION DISK
 KV3971_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV3971_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV3971
 KV3971  HISTORY     - Date     Condition        Report By
 KV3971  HISTORY     - 1913     MONUMENTED       CGS
 KV3971  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV3971
 KV3971                          STATION DESCRIPTION
 KV3971
 KV3971'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV3971'STATION IS ON THE E SIDE OF PASSAIC RIVER, ABOUT 1/8 MILE SE
 KV3971'FROM THE E END OF THE ERIE RAILROAD BRIDGE, ON THE SW SIDE OF
 KV3971'THE RAILROAD EMBANKMENT.  THE STATION IS 5.4 FEET SW OF THE
 KV3971'RAILROAD AND 5 FEET FROM THE EDGE OF THE EMBANKMENT.
 KV3971'
 KV3971'THE MARK IS A C. AND G.S. STANDARD BRASS DISK CEMENTED IN THE
 KV3971'TOP OF A 4-INCH TILE PIPE AND SUNK TO THE SURFACE LEVEL.
 KV3971'
 KV3971'THE SUBSURFACE MARK IS A BURIED BOTTLE SET IN CONCRETE.
 KV3971'
 KV3971'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CONCRETE CONTAINED
 KV3971'IN A 4-INCH TILE PIPE AND SUNK TO THE SURFACE LEVEL, ARE PLACED
 KV3971'RESPECTIVELY 49 FEET S 2 DEG E AND 51 FEET N 76 DEG W FROM THE
 KV3971'STATION.
 KV3971
 KV3971                          STATION RECOVERY (1933)
 KV3971
 KV3971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3971'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3911 ***********************************************************************
 KV3911  DESIGNATION -  DOME
 KV3911  PID         -  KV3911
 KV3911  STATE/COUNTY-  NJ/BERGEN
 KV3911  USGS QUAD   -  HACKENSACK (1997)
 KV3911
 KV3911                         *CURRENT SURVEY CONTROL
 KV3911  ___________________________________________________________________
 KV3911* NAD 83(1996)-  40 52 42.87304(N)    074 02 37.43134(W)     ADJUSTED  
 KV3911* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV3911  ___________________________________________________________________
 KV3911  LAPLACE CORR-           7.45  (seconds)                    DEFLEC99
 KV3911  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KV3911
 KV3911  HORZ ORDER  -  THIRD
 KV3911
 KV3911.The horizontal coordinates were established by classical geodetic methods
 KV3911.and adjusted by the National Geodetic Survey in September 1999..
 KV3911
 KV3911.The orthometric height was scaled from a topographic map.
 KV3911
 KV3911.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3911
 KV3911.The geoid height was determined by GEOID03.
 KV3911
 KV3911;                    North         East     Units Scale Factor Converg.
 KV3911;SPC NJ       -   227,164.637   188,454.859   MT  0.99991820   +0 17 55.0
 KV3911;SPC NJ       -   745,289.31    618,288.98   sFT  0.99991820   +0 17 55.0
 KV3911;SPC NY L     -    79,056.042   296,313.965   MT  0.99999502   -0 01 43.0
 KV3911;SPC NY L     -   259,369.70    972,156.73   sFT  0.99999502   -0 01 43.0
 KV3911;UTM  18      - 4,525,718.033   580,571.649   MT  0.99967990   +0 37 33.1
 KV3911
 KV3911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3911!SPC NJ       -   1.00000457  x   0.99991820  =   0.99992277
 KV3911!SPC NY L     -   1.00000457  x   0.99999502  =   0.99999959
 KV3911!UTM  18      -   1.00000457  x   0.99967990  =   0.99968447
 KV3911
 KV3911:                Primary Azimuth Mark                     Grid Az
 KV3911:SPC NJ       -  HACKENSACK FIRST PRESB CHURCH            005 23 51.1
 KV3911:SPC NY L     -  HACKENSACK FIRST PRESB CHURCH            005 43 29.1
 KV3911:UTM  18      -  HACKENSACK FIRST PRESB CHURCH            005 04 13.0
 KV3911
 KV3911|---------------------------------------------------------------------|
 KV3911| PID    Reference Object                     Distance      Geod. Az  |
 KV3911|                                                           dddmmss.s |
 KV3911| KV3905 HACKENSACK FIRST PRESB CHURCH       APPROX. 1.4 KM 0054146.1 |
 KV3911| KV3901 HACKENSACK HOLY TRINITY CHURCH      APPROX. 1.7 KM 0082838.1 |
 KV3911| KV3892 HACKENSACK R RIVERSIDE BANDSTD      APPROX. 1.1 KM 0413015.8 |
 KV3911| KV3890 BOGOTA GEORGE M BREWSTER STACK      448.303 METERS 0780303.2 |
 KV3911| KV3886 BOGOTA HIGH SCHOOL CUPOLA           APPROX. 1.7 KM 0925423.8 |
 KV3911| KV3914 SAINT JOSEPH                        APPROX. 1.6 KM 1034955.9 |
 KV3911| KV3965 RIDGEFIELD PK NEIGHB REFORM CH      APPROX. 2.3 KM 1282615.6 |
 KV3911| KV3944 HACKENSACK ST JOSEPHS CATH CH       APPROX. 1.7 KM 1635321.1 |
 KV3911| KV3964 HACKENSACK CH IMM CONC SPIRE        APPROX. 1.4 KM 1731706.8 |
 KV3911|---------------------------------------------------------------------|
 KV3911
 KV3911                          SUPERSEDED SURVEY CONTROL
 KV3911
 KV3911  NAD 83(1996)-  40 52 42.87291(N)    074 02 37.43145(W) AD(       ) 3
 KV3911  NAD 83(1996)-  40 52 42.87214(N)    074 02 37.43271(W) AD(       ) 3
 KV3911  NAD 83(1992)-  40 52 42.86950(N)    074 02 37.43325(W) AD(       ) 3
 KV3911  NAD 83(1986)-  40 52 42.88020(N)    074 02 37.43128(W) AD(       ) 3
 KV3911  NAD 27      -  40 52 42.51800(N)    074 02 38.93100(W) AD(       ) 3
 KV3911
 KV3911.Superseded values are not recommended for survey control.
 KV3911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3911.See file dsdata.txt to determine how the superseded data were derived.
 KV3911
 KV3911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8057225718(NAD 83)
 KV3911_MARKER: DS = TRIANGULATION STATION DISK
 KV3911_SETTING: 0 = UNSPECIFIED SETTING
 KV3911_STAMPING: DOME 1932
 KV3911_MARK LOGO: CGS   
 KV3911_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3911_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3911+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1993
 KV3911
 KV3911  HISTORY     - Date     Condition        Report By
 KV3911  HISTORY     - 1932     MONUMENTED       CGS
 KV3911  HISTORY     - 1932     GOOD             CGS
 KV3911  HISTORY     - 1933     GOOD             CGS
 KV3911  HISTORY     - 1965     GOOD             CGS
 KV3911  HISTORY     - 19920218 GOOD             NJGS
 KV3911  HISTORY     - 19930312 GOOD             NJGS
 KV3911
 KV3911                          STATION DESCRIPTION
 KV3911
 KV3911'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3911'THIS STATION IS W OF THE HACKENSACK RIVER, IN THE CITY OF
 KV3911'HACKENSACK ON THE SE CORNER OF MAIN AND COURT STREETS ATOP THE
 KV3911'BERGEN COUNTY COURTHOUSE (A 3-STORY, CROSS-SHAPED, GREY STONE
 KV3911'BUILDING SURMOUNTED BY A LARGE BLOCK DOME OF 26.15 METERS BASE
 KV3911'DIAMETER).  THE STATION IS LOCATED ON THE STONE RAILING WHICH
 KV3911'SURROUNDS THE BASE OF THE DOME.
 KV3911'
 KV3911'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK STAMPED
 KV3911'DOME-1932 CEMENTED IN A DRILL HOLE IN THE RAILING ON THE E SIDE
 KV3911'OF THE DOME.  NO REFERENCE MARKS WERE ESTABLISHED NOR ANY
 KV3911'REFERENCE MEASUREMENTS TAKEN.
 KV3911'
 KV3911'THERE IS SUFFICIENT ROOM AND EXCELLENT FOOTING ON THE STONE
 KV3911'RAIL FOR CENTRAL SET-UPS SANS TRIPOD.
 KV3911'
 KV3911'HEIGHT OF LIGHT ABOVE STATION MARK 0.2 METER.
 KV3911
 KV3911                          STATION RECOVERY (1932)
 KV3911
 KV3911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 KV3911'RECOVERED IN GOOD CONDITION.
 KV3911
 KV3911                          STATION RECOVERY (1933)
 KV3911
 KV3911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3911'RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH THE FOLLOWING
 KV3911'ADDITIONS--
 KV3911'
 KV3911'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV3911'
 KV3911'TO INSIDE EDGE OF STONE COPING 0.131 METERS.
 KV3911'
 KV3911'TO OUTSIDE EDGE OF STONE COPING 0.129 METERS.
 KV3911'
 KV3911'TO N CORNER OF E DOOR-JAMB 0.661 METERS.
 KV3911'
 KV3911'TO S CORNER OF E DOOR-JAMB 1.177 METERS.
 KV3911
 KV3911                          STATION RECOVERY (1965)
 KV3911
 KV3911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ETO)
 KV3911'RECOVERED AS DESCRIBED.
 KV3911
 KV3911                          STATION RECOVERY (1992)
 KV3911
 KV3911'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV3911'THE STATION IS LOCATED IN THE CITY OF HACKENSACK ON TOP OF THE STONE
 KV3911'RAILING SURROUNDING THE DOME ATOP THE BERGEN COUNTY COURTHOUSE, A
 KV3911'THREE STORY STONE AND GRANITE FACED BUILDING SURMOUNTED BY A LARGE
 KV3911'BROWN COLORED DOME AND LOCATED AT THE INTERSECTION OF HUDSON STREET
 KV3911'AND COURT STREET. PERMISSION TO OCCUPY THE STATION AND TO GAIN ACCESS
 KV3911'TO THE DOME MUST BE OBTAINED FROM MR. ANTHONY V. SCOLPINO, DEPUTY
 KV3911'DIRECTOR OF PUBLIC WORKS, PHONE NUMBER  201 646 3351, WHO REQUESTS
 KV3911'ADVANCE NOTICE IN THE FORM OF A TELEPHONE CALL TO HIS OFFICE PRIOR TO
 KV3911'OUR ARRIVAL. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 KV3911'46 AND LIBERTY AVENUE, COUNTY ROAD 503, IN THE BOROUGH OF LITTLE
 KV3911'FERRY, GO NORTHEAST ON COUNTY ROAD 503 FOR 0.65 MI (1.05 KM) TO THE
 KV3911'INTERSECTION WITH HUDSON STREET. TURN LEFT AND GO NORTH ON HUDSON
 KV3911'STREET FOR 1.0 MI (1.6 KM) TO THE JUNCTION WITH COURT STREET AND THE
 KV3911'BERGEN COUNTY COURTHOUSE BUILDING AHEAD. PARK TRUCK AND ENTER THE
 KV3911'COURTHOUSE BUILDING THROUGH THE MAIN ENTRANCE.  BEAR RIGHT PAST THE
 KV3911'LOBBY AND GO TOWARDS THE ELEVATORS AT THE ROTUNDA.  TAKE ELEVATOR UP
 KV3911'TO THE FOURTH FLOOR. EXIT ELEVATOR AND TURN LEFT, GO QUARTER WAY
 KV3911'AROUND ROTUNDA TO STAIRS LEADING UP TO THE TOP OF THE ROTUNDA.  TURN
 KV3911'LEFT AND TAKE STAIRS UP TO THE BASE OF THE DOME. TURN LEFT, CLIMB
 KV3911'LADDER TO DOME AND DOORWAY LEADING OUTSIDE TO THE STONE RAILING AND
 KV3911'THE STATION.  THE STATION, STAMPED DOME 1932, IS SET IN THE TOP OF
 KV3911'THE STONE RAILING AT THE EAST SIDE OF THE DOME.  NO MEASUREMENTS WERE
 KV3911'TAKEN.
 KV3911
 KV3911                          STATION RECOVERY (1993)
 KV3911
 KV3911'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (RJK)
 KV3911'THE STATION IS LOCATED IN THE CITY OF HACKENSACK ON TOP OF THE STONE
 KV3911'RAILING SURROUNDING THE DOME ATOP THE BERGEN COUNTY COURTHOUSE, A
 KV3911'THREE STORY STONE AND GRANITE FACED BUILDING SURMOUNTED BY A LARGE
 KV3911'BROWN COLORED DOME AND LOCATED AT THE INTERSECTION OF HUDSON STREET
 KV3911'AND COURT STREET.  PERMISSION TO OCCUPY THE STATION AND TO GAIN ACCESS
 KV3911'TO THE DOME MUST BE OBTAINED FROM MR.  ANTHONY V.  SCOLPINO, DEPUTY
 KV3911'DIRECTOR OF PUBLIC WORKS, PHONE NUMBER (201) 646-3351, WHO REQUESTS
 KV3911'ADVANCE NOTICE IN THE FORM OF A TELEPHONE CALL TO HIS OFFICE PRIOR TO
 KV3911'OUR ARRIVAL.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY
 KV3911'46 AND LIBERTY AVENUE, COUNTY ROAD 503, IN THE BOROUGH OF LITTLE
 KV3911'FERRY, GO NORTHEAST ON COUNTY ROAD 503 FOR 0.65 MI (1.05 KM) TO THE
 KV3911'INTERSECTION WITH HUDSON STREET.  TURN LEFT AND GO NORTH ON HUDSON
 KV3911'STREET FOR 1.0 MI (1.6 KM) TO THE JUNCTION WITH COURT STREET AND THE
 KV3911'BERGEN COUNTY COURTHOUSE BUILDING AHEAD.  PARK TRUCK AND ENTER THE
 KV3911'COURTHOUSE BUILDING THROUGH THE MAIN ENTRANCE.  BEAR RIGHT PAST THE
 KV3911'LOBBY AND GO TOWARDS THE ELEVATORS AT THE ROTUNDA. TAKE ELEVATOR UP TO
 KV3911'THE FOURTH FLOOR.  EXIT ELEVATOR AND TURN LEFT, GO QUARTER WAY AROUND
 KV3911'ROTUNDA TO STAIRS LEADING UP TO THE TOP OF THE ROTUNDA.  TURN LEFT AND
 KV3911'TAKE STAIRS UP TO THE BASE OF THE DOME.  TURN LEFT, CLIMB LADDER TO
 KV3911'DOME AND DOORWAY LEADING OUTSIDE TO THE STONE RAILING AND THE STATION.
 KV3911'THE STATION IS SET IN THE TOP OF THE STONE RAILING AT THE EAST SIDE OF
 KV3911'THE DOME.  NO MEASUREMENTS WERE TAKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4745 ***********************************************************************
 KV4745  DESIGNATION -  DONNER COMPANY CHIMNEY
 KV4745  PID         -  KV4745
 KV4745  STATE/COUNTY-  NJ/ESSEX
 KV4745  USGS QUAD   -  ELIZABETH (1995)
 KV4745
 KV4745                         *CURRENT SURVEY CONTROL
 KV4745  ___________________________________________________________________
 KV4745* NAD 83(1996)-  40 43 46.58736(N)    074 09 19.94085(W)     ADJUSTED  
 KV4745* NAVD 88     -                                                        
 KV4745  ___________________________________________________________________
 KV4745  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 KV4745  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KV4745
 KV4745  HORZ ORDER  -  THIRD
 KV4745
 KV4745.The horizontal coordinates were established by classical geodetic methods
 KV4745.and adjusted by the National Geodetic Survey in September 1999..
 KV4745
 KV4745
 KV4745.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4745
 KV4745.The geoid height was determined by GEOID03.
 KV4745
 KV4745;                    North         East     Units Scale Factor Converg.
 KV4745;SPC NJ       -   210,580.210   179,096.509   MT  0.99991042   +0 13 29.1
 KV4745;SPC NJ       -   690,878.57    587,585.80   sFT  0.99991042   +0 13 29.1
 KV4745;SPC NY L     -    62,523.920   286,860.399   MT  0.99999710   -0 06 06.2
 KV4745;SPC NY L     -   205,130.56    941,141.16   sFT  0.99999710   -0 06 06.2
 KV4745;UTM  18      - 4,509,084.548   571,310.284   MT  0.99966259   +0 33 03.7
 KV4745
 KV4745                          SUPERSEDED SURVEY CONTROL
 KV4745
 KV4745  NAD 83(1996)-  40 43 46.58725(N)    074 09 19.94107(W) AD(       ) 4
 KV4745  NAD 83(1986)-  40 43 46.58580(N)    074 09 19.94432(W) AD(       ) 4
 KV4745  NAD 27      -  40 43 46.22000(N)    074 09 21.43000(W) AD(       ) 3
 KV4745
 KV4745.Superseded values are not recommended for survey control.
 KV4745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4745.See file dsdata.txt to determine how the superseded data were derived.
 KV4745
 KV4745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7131009085(NAD 83)
 KV4745_MARKER: 85 = CHIMNEY
 KV4745
 KV4745  HISTORY     - Date     Condition        Report By
 KV4745  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4745
 KV4745                          STATION DESCRIPTION
 KV4745
 KV4745'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6045 ***********************************************************************
 KV6045  DESIGNATION -  DOT NORTH
 KV6045  PID         -  KV6045
 KV6045  STATE/COUNTY-  NJ/MERCER
 KV6045  USGS QUAD   -  PENNINGTON (1995)
 KV6045
 KV6045                         *CURRENT SURVEY CONTROL
 KV6045  ___________________________________________________________________
 KV6045* NAD 83(1986)-  40 15 25.     (N)    074 47 52.     (W)     SCALED    
 KV6045* NAVD 88     -        37.144  (meters)     121.86   (feet)  ADJUSTED  
 KV6045  ___________________________________________________________________
 KV6045  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KV6045  DYNAMIC HT  -          37.127 (meters)     121.81  (feet)  COMP
 KV6045  MODELED GRAV-     980,165.9   (mgal)                       NAVD 88
 KV6045
 KV6045  VERT ORDER  -  FIRST     CLASS I
 KV6045
 KV6045.The horizontal coordinates were scaled from a topographic map and have
 KV6045.an estimated accuracy of +/- 6 seconds.
 KV6045
 KV6045.The orthometric height was determined by differential leveling
 KV6045.and adjusted by the National Geodetic Survey in June 1991..
 KV6045
 KV6045.The geoid height was determined by GEOID03.
 KV6045
 KV6045.The dynamic height is computed by dividing the NAVD 88
 KV6045.geopotential number by the normal gravity value computed on the
 KV6045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6045.degrees latitude (g = 980.6199 gals.).
 KV6045
 KV6045.The modeled gravity was interpolated from observed gravity values.
 KV6045
 KV6045;                    North         East    Units  Estimated Accuracy
 KV6045;SPC NJ       -   158,080.      124,670.      MT  (+/- 180 meters Scaled)
 KV6045
 KV6045                          SUPERSEDED SURVEY CONTROL
 KV6045
 KV6045  NGVD 29 (01/10/92)   37.450  (m)          122.87   (f) ADJUSTED    1 1
 KV6045
 KV6045.Superseded values are not recommended for survey control.
 KV6045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6045.See file dsdata.txt to determine how the superseded data were derived.
 KV6045
 KV6045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK171562(NAD 83)
 KV6045_MARKER: DD = SURVEY DISK
 KV6045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6045_SP_SET: CONCRETE POST
 KV6045_STAMPING: DOT NORTH 1988
 KV6045_MARK LOGO: NJGS  
 KV6045_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6045+STABILITY: SURFACE MOTION
 KV6045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6045+SATELLITE: SATELLITE OBSERVATIONS - February 29, 1996
 KV6045
 KV6045  HISTORY     - Date     Condition        Report By
 KV6045  HISTORY     - 1988     MONUMENTED       NJGS
 KV6045  HISTORY     - 19910313 GOOD             NJGS
 KV6045  HISTORY     - 19960229 GOOD             NJGS
 KV6045
 KV6045                          STATION DESCRIPTION
 KV6045
 KV6045'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6045'THE STATION IS LOCATED IN THE NEW JERSEY DEPARTMENT OF TRANSPORTATION
 KV6045'COMPLEX AT THE JUNCTION OF LOWER FERRY ROAD AND PARKWAY AVENUE IN
 KV6045'EWING TOWNSHIP. THE STATION IS LOCATED IN THE GRASS ISLAND SEPARATING
 KV6045'THE SOUTHEAST ENTRANCE TO THE COMPLEX OFF OF LOWER FERRY ROAD FROM THE
 KV6045'NORTHWESTLY SECTION OF PARKING LOT C, 20 M (65.6 FT) NORTHWEST OF
 KV6045'STATION DOT SOUTH, 12.93 M (42.4 FT) SOUTHEAST OF A UTILITY LIGHT
 KV6045'POLE, 4.32 M (14.2 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A DOUBLE
 KV6045'GRATE TYPE B INLET, 1.27 M (4.2 FT) EAST OF THE WEST CURB OF THE EXIT
 KV6045'DRIVE, SET FLUSH WITH THE GROUND.
 KV6045
 KV6045                          STATION RECOVERY (1991)
 KV6045
 KV6045'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV6045'RECOVERED IN GOOD CONDITION.
 KV6045
 KV6045                          STATION RECOVERY (1996)
 KV6045
 KV6045'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (RJK)
 KV6045'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6044 ***********************************************************************
 KV6044  DESIGNATION -  DOT SOUTH
 KV6044  PID         -  KV6044
 KV6044  STATE/COUNTY-  NJ/MERCER
 KV6044  USGS QUAD   -  PENNINGTON (1995)
 KV6044
 KV6044                         *CURRENT SURVEY CONTROL
 KV6044  ___________________________________________________________________
 KV6044* NAD 83(1996)-  40 15 25.50397(N)    074 47 55.33935(W)     ADJUSTED  
 KV6044* NAVD 88     -        37.452  (meters)     122.87   (feet)  ADJUSTED  
 KV6044  ___________________________________________________________________
 KV6044  X           -   1,278,098.350 (meters)                     COMP
 KV6044  Y           -  -4,703,763.362 (meters)                     COMP
 KV6044  Z           -   4,099,814.432 (meters)                     COMP
 KV6044  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 KV6044  ELLIP HEIGHT-           4.12  (meters)          (06/06/05) GPS OBS
 KV6044  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KV6044  DYNAMIC HT  -          37.434 (meters)     122.81  (feet)  COMP
 KV6044  MODELED GRAV-     980,166.0   (mgal)                       NAVD 88
 KV6044
 KV6044  HORZ ORDER  -  B
 KV6044  VERT ORDER  -  FIRST     CLASS I
 KV6044  ELLP ORDER  -  THIRD     CLASS I
 KV6044
 KV6044.The horizontal coordinates were established by GPS observations
 KV6044.and adjusted by the NEW JERSEY GEODETIC SURVEY in June 2005..
 KV6044
 KV6044.The orthometric height was determined by differential leveling
 KV6044.and adjusted by the National Geodetic Survey in June 1991..
 KV6044
 KV6044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6044
 KV6044.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6044
 KV6044.The ellipsoidal height was determined by GPS observations
 KV6044.and is referenced to NAD 83.
 KV6044
 KV6044.The geoid height was determined by GEOID03.
 KV6044
 KV6044.The dynamic height is computed by dividing the NAVD 88
 KV6044.geopotential number by the normal gravity value computed on the
 KV6044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6044.degrees latitude (g = 980.6199 gals.).
 KV6044
 KV6044.The modeled gravity was interpolated from observed gravity values.
 KV6044
 KV6044;                    North         East     Units Scale Factor Converg.
 KV6044;SPC NJ       -   158,100.267   124,590.834   MT  0.99990794   -0 11 34.9
 KV6044;SPC NJ       -   518,700.63    408,761.76   sFT  0.99990794   -0 11 34.9
 KV6044;SPC PA S     -   106,763.165   851,019.283   MT  0.99996518   +1 54 53.2
 KV6044;SPC PA S     -   350,272.15  2,792,052.43   sFT  0.99996518   +1 54 53.2
 KV6044;UTM  18      - 4,456,311.143   517,117.844   MT  0.99960361   +0 07 48.3
 KV6044
 KV6044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6044!SPC NJ       -   0.99999935  x   0.99990794  =   0.99990729
 KV6044!SPC PA S     -   0.99999935  x   0.99996518  =   0.99996453
 KV6044!UTM  18      -   0.99999935  x   0.99960361  =   0.99960296
 KV6044
 KV6044                          SUPERSEDED SURVEY CONTROL
 KV6044
 KV6044  ELLIP H (10/23/02)    4.12   (m)                       GP(       ) 4 1
 KV6044  NAD 83(1996)-  40 15 25.50462(N)    074 47 55.33977(W) AD(       ) 1
 KV6044  ELLIP H (05/14/99)    4.14   (m)                       GP(       ) 4 1
 KV6044  NAD 83(1986)-  40 15 25.50351(N)    074 47 55.34209(W) AD(       ) 1
 KV6044  NAVD 88 (06/06/05)   37.45   (m)          122.9    (f) LEVELING    3  
 KV6044  NGVD 29 (01/10/92)   37.757  (m)          123.87   (f) ADJUSTED    1 1
 KV6044
 KV6044.Superseded values are not recommended for survey control.
 KV6044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6044.See file dsdata.txt to determine how the superseded data were derived.
 KV6044
 KV6044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1711856311(NAD 83)
 KV6044_MARKER: DD = SURVEY DISK
 KV6044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6044_SP_SET: CONCRETE POST
 KV6044_STAMPING: DOT SOUTH 1988
 KV6044_MARK LOGO: NJGS  
 KV6044_PROJECTION: FLUSH
 KV6044_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6044+STABILITY: SURFACE MOTION
 KV6044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6044+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 KV6044
 KV6044  HISTORY     - Date     Condition        Report By
 KV6044  HISTORY     - 1988     MONUMENTED       NJGS
 KV6044  HISTORY     - 19900501 GOOD             NJGS
 KV6044  HISTORY     - 19910313 GOOD             NJGS
 KV6044  HISTORY     - 19960229 GOOD             NJGS
 KV6044  HISTORY     - 20050411 GOOD             NJGS
 KV6044
 KV6044                          STATION DESCRIPTION
 KV6044
 KV6044'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6044'THE STATION IS LOCATED IN THE NEW JERSEY DEPARTMENT OF TRANSPORTATION
 KV6044'COMPLEX AT THE JUNCTION OF LOWER FERRY ROAD AND PARKWAY AVENUE IN
 KV6044'EWING TOWNSHIP. THE STATION IS LOCATED IN THE GRASS ISLAND SEPARATING
 KV6044'THE SOUTHEAST ENTRANCE TO THE COMPLEX OFF OF LOWER FERRY ROAD FROM THE
 KV6044'NORTHWESTLY SECTION OF PARKING LOT C, 20.01 M (65.6 FT) EAST OF THE
 KV6044'SECOND LIGHT POST FOR THE PARKING LOT, 20.57 M (67.5 FT) NORTH
 KV6044'NORTHEAST OF THE NORTH CORNER OF THE SECURITY GUARD HOUSE, 1.75 M
 KV6044'(5.7 FT) WEST OF THE WEST CURB OF THE PARKING LOT, 1.22 M (4.0 FT)
 KV6044'EAST OF THE EAST CURB OF THE EAST EXIT ROAD, 20 M (65.6 FT) SOUTHEAST
 KV6044'OF DOT NORTH, SET FLUSH WITH THE GROUND.
 KV6044
 KV6044                          STATION RECOVERY (1990)
 KV6044
 KV6044'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6044'RECOVERED IN GOOD CONDITION.
 KV6044
 KV6044                          STATION RECOVERY (1991)
 KV6044
 KV6044'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV6044'RECOVERED IN GOOD CONDITION.
 KV6044
 KV6044                          STATION RECOVERY (1996)
 KV6044
 KV6044'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (RJK)
 KV6044'RECOVERED AS DESCRIBED.
 KV6044
 KV6044                          STATION RECOVERY (2005)
 KV6044
 KV6044'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2005 (JLK)
 KV6044'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4430 ***********************************************************************
 JU4430  DESIGNATION -  DOVER 1
 JU4430  PID         -  JU4430
 JU4430  STATE/COUNTY-  NJ/OCEAN
 JU4430  USGS QUAD   -  TOMS RIVER (1989)
 JU4430
 JU4430                         *CURRENT SURVEY CONTROL
 JU4430  ___________________________________________________________________
 JU4430* NAD 83(1996)-  39 57 23.56382(N)    074 12 22.79085(W)     ADJUSTED  
 JU4430* NAVD 88     -         9.1    (meters)      30.     (feet)  GPS OBS   
 JU4430  ___________________________________________________________________
 JU4430  X           -   1,332,506.202 (meters)                     COMP
 JU4430  Y           -  -4,710,963.828 (meters)                     COMP
 JU4430  Z           -   4,074,272.952 (meters)                     COMP
 JU4430  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 JU4430  ELLIP HEIGHT-         -23.87  (meters)          (10/23/02) GPS OBS
 JU4430  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU4430
 JU4430  HORZ ORDER  -  FIRST
 JU4430  ELLP ORDER  -  FOURTH    CLASS I
 JU4430
 JU4430.The horizontal coordinates were established by GPS observations
 JU4430.and adjusted by the National Geodetic Survey in May 1999..
 JU4430
 JU4430.The orthometric height was determined by GPS observations and a
 JU4430.high-resolution geoid model.
 JU4430
 JU4430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4430
 JU4430.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4430
 JU4430.The ellipsoidal height was determined by GPS observations
 JU4430.and is referenced to NAD 83.
 JU4430
 JU4430.The geoid height was determined by GEOID03.
 JU4430
 JU4430;                    North         East     Units Scale Factor Converg.
 JU4430;SPC NJ       -   124,731.250   175,090.946   MT  0.99990775   +0 11 19.0
 JU4430;SPC NJ       -   409,222.44    574,444.21   sFT  0.99990775   +0 11 19.0
 JU4430;UTM  18      - 4,423,235.754   567,790.674   MT  0.99965657   +0 30 35.0
 JU4430
 JU4430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4430!SPC NJ       -   1.00000374  x   0.99990775  =   0.99991149
 JU4430!UTM  18      -   1.00000374  x   0.99965657  =   0.99966031
 JU4430
 JU4430:                Primary Azimuth Mark                     Grid Az
 JU4430:SPC NJ       -  DOVER 2                                  001 59 01.5
 JU4430:UTM  18      -  DOVER 2                                  001 39 45.5
 JU4430
 JU4430|---------------------------------------------------------------------|
 JU4430| PID    Reference Object                     Distance      Geod. Az  |
 JU4430|                                                           dddmmss.s |
 JU4430| JU4431 DOVER 2                             APPROX. 0.6 KM 0021020.5 |
 JU4430|---------------------------------------------------------------------|
 JU4430
 JU4430                          SUPERSEDED SURVEY CONTROL
 JU4430
 JU4430  ELLIP H (05/14/99)  -23.89   (m)                       GP(       ) 4 1
 JU4430  NAD 83(1992)-  39 57 23.56095(N)    074 12 22.79209(W) AD(       ) 1
 JU4430  ELLIP H (04/25/94)  -23.83   (m)                       GP(       ) 3 1
 JU4430
 JU4430.Superseded values are not recommended for survey control.
 JU4430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4430.See file dsdata.txt to determine how the superseded data were derived.
 JU4430
 JU4430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6779123236(NAD 83)
 JU4430_MARKER: DD = SURVEY DISK
 JU4430_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4430_SP_SET: CONCRETE BRIDGE SIDEWALK
 JU4430_STAMPING: DOVER 1 1991
 JU4430_MARK LOGO: NJHA  
 JU4430_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4430+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1993
 JU4430
 JU4430  HISTORY     - Date     Condition        Report By
 JU4430  HISTORY     - 1991     MONUMENTED       NJHA
 JU4430  HISTORY     - 19930514 GOOD
 JU4430
 JU4430                          STATION DESCRIPTION
 JU4430
 JU4430'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 JU4430'THE STATION IS LOCATED IN DOVER TOWNSHIP ON THE SOUTH SIDEWALK OF THE
 JU4430'BRIDGE CARRYING LAKEHURST ROAD OVER THE GARDEN STATE PARKWAY AT ABOUT
 JU4430'MILEPOINT 81.83.  TO REACH THE STATION FROM THE GARDEN STATE PARKWAY
 JU4430'SOUTHBOUND LANES, EXIT AT INTERCHANGE 81, AT THE INTERSECTION OF THE
 JU4430'EXIT RAMP WITH LAKEHURST ROAD, BEAR RIGHT TOWARD TOMS RIVER, GO 0.1
 JU4430'MI (0.2 KM) EAST ON LAKEHURST ROAD TO THE STATION ON THE RIGHT, FLUSH
 JU4430'WITH THE SIDEWALK OVER THE CENTER PIER.  THE STATION IS 2.7 FT
 JU4430'(0.8 M) SOUTH SOUTHWEST FROM THE SOUTH CURB OF LAKEHURST ROAD AND
 JU4430'68.2 FT (20.8 M) EAST SOUTHEAST FROM THE SIDEWALK JOINT AT THE WEST
 JU4430'ABUTMENT OF THE BRIDGE.
 JU4430
 JU4430                          STATION RECOVERY (1993)
 JU4430
 JU4430'RECOVERED 1993
 JU4430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4431 ***********************************************************************
 JU4431  DESIGNATION -  DOVER 2
 JU4431  PID         -  JU4431
 JU4431  STATE/COUNTY-  NJ/OCEAN
 JU4431  USGS QUAD   -  TOMS RIVER (1989)
 JU4431
 JU4431                         *CURRENT SURVEY CONTROL
 JU4431  ___________________________________________________________________
 JU4431* NAD 83(1996)-  39 57 43.80678(N)    074 12 21.79297(W)     ADJUSTED  
 JU4431* NAVD 88     -         6.1    (meters)      20.     (feet)  GPS OBS   
 JU4431  ___________________________________________________________________
 JU4431  X           -   1,332,419.224 (meters)                     COMP
 JU4431  Y           -  -4,710,569.310 (meters)                     COMP
 JU4431  Z           -   4,074,749.573 (meters)                     COMP
 JU4431  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 JU4431  ELLIP HEIGHT-         -26.89  (meters)          (10/23/02) GPS OBS
 JU4431  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU4431
 JU4431  HORZ ORDER  -  FIRST
 JU4431  ELLP ORDER  -  FOURTH    CLASS I
 JU4431
 JU4431.The horizontal coordinates were established by GPS observations
 JU4431.and adjusted by the National Geodetic Survey in May 1999..
 JU4431
 JU4431.The orthometric height was determined by GPS observations and a
 JU4431.high-resolution geoid model.
 JU4431
 JU4431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4431
 JU4431.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4431
 JU4431.The ellipsoidal height was determined by GPS observations
 JU4431.and is referenced to NAD 83.
 JU4431
 JU4431.The geoid height was determined by GEOID03.
 JU4431
 JU4431;                    North         East     Units Scale Factor Converg.
 JU4431;SPC NJ       -   125,355.615   175,112.572   MT  0.99990776   +0 11 19.7
 JU4431;SPC NJ       -   411,270.88    574,515.16   sFT  0.99990776   +0 11 19.7
 JU4431;UTM  18      - 4,423,860.074   567,808.796   MT  0.99965660   +0 30 35.8
 JU4431
 JU4431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4431!SPC NJ       -   1.00000422  x   0.99990776  =   0.99991198
 JU4431!UTM  18      -   1.00000422  x   0.99965660  =   0.99966082
 JU4431
 JU4431:                Primary Azimuth Mark                     Grid Az
 JU4431:SPC NJ       -  DOVER 1                                  181 59 01.4
 JU4431:UTM  18      -  DOVER 1                                  181 39 45.3
 JU4431
 JU4431|---------------------------------------------------------------------|
 JU4431| PID    Reference Object                     Distance      Geod. Az  |
 JU4431|                                                           dddmmss.s |
 JU4431| JU4430 DOVER 1                             APPROX. 0.6 KM 1821021.1 |
 JU4431|---------------------------------------------------------------------|
 JU4431
 JU4431                          SUPERSEDED SURVEY CONTROL
 JU4431
 JU4431  ELLIP H (05/14/99)  -26.91   (m)                       GP(       ) 4 1
 JU4431  NAD 83(1992)-  39 57 43.80426(N)    074 12 21.79462(W) AD(       ) 1
 JU4431  ELLIP H (04/25/94)  -26.84   (m)                       GP(       ) 3 1
 JU4431
 JU4431.Superseded values are not recommended for survey control.
 JU4431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4431.See file dsdata.txt to determine how the superseded data were derived.
 JU4431
 JU4431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6780923860(NAD 83)
 JU4431_MARKER: DD = SURVEY DISK
 JU4431_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU4431_SP_SET: PIPE CULVERT HEADWALL
 JU4431_STAMPING: DOVER 2 1991
 JU4431_MARK LOGO: NJHA  
 JU4431_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4431+STABILITY: SURFACE MOTION
 JU4431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4431+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1993
 JU4431
 JU4431  HISTORY     - Date     Condition        Report By
 JU4431  HISTORY     - 1991     MONUMENTED       NJHA
 JU4431  HISTORY     - 19930514 GOOD
 JU4431
 JU4431                          STATION DESCRIPTION
 JU4431
 JU4431'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 JU4431'THE STATION IS LOCATED IN DOVER TOWNSHIP ON THE EAST SIDE OF THE
 JU4431'GARDEN STATE PARKWAY AT NORTHBOUND MILEPOINT 82.22 IN THE GRASS AREA
 JU4431'OF INTERCHANGE 82-A BETWEEN THE RAMPS FROM THE NORTHBOUND TO ROUTE 37
 JU4431'EASTBOUND, AND FROM ROUTE 37 EASTBOUND TO GARDEN STATE PARKWAY
 JU4431'NORTHBOUND.  TO REACH THE STATION ENTER THE GARDEN STATE PARKWAY
 JU4431'NORTHBOUND FROM LAKEHURST ROAD AT INTERCHANGE 81, GO NORTHBOUND O.5
 JU4431'MI TO THE STATION ON THE RIGHT, FLUSH IN THE TOP OF A SMALL CULVERT
 JU4431'HEADWALL.  THE STATION IS 44.9 FT (13.7 M) EAST SOUTHEAST FROM, AND
 JU4431'NORMAL TO, THE SOLID WHITE LINE AT THE EAST EDGE OF THE NORTHBOUND
 JU4431'LANES, 32.3 FT (9.8 M) NORTHWEST FROM, AND NORMAL TO THE FACE OF THE
 JU4431'WEST CURB OF THE RAMP FROM THE NORTHBOUND LANES AND 49.0 FT (14.9 M)
 JU4431'NORTHEAST FROM AN ALUMINIUM LAMP POST TO THE EAST OF THE NORTHBOUND
 JU4431'LANES.
 JU4431
 JU4431                          STATION RECOVERY (1993)
 JU4431
 JU4431'RECOVERED 1993
 JU4431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5691 ***********************************************************************
 KV5691  DESIGNATION -  DRENNAN
 KV5691  PID         -  KV5691
 KV5691  STATE/COUNTY-  NJ/BURLINGTON
 KV5691  USGS QUAD   -  BEVERLY (1973)
 KV5691
 KV5691                         *CURRENT SURVEY CONTROL
 KV5691  ___________________________________________________________________
 KV5691* NAD 83(1996)-  40 03 48.46123(N)    074 56 04.51250(W)     ADJUSTED  
 KV5691* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 KV5691  ___________________________________________________________________
 KV5691  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 KV5691  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV5691
 KV5691  HORZ ORDER  -  SECOND
 KV5691
 KV5691.The horizontal coordinates were established by classical geodetic methods
 KV5691.and adjusted by the National Geodetic Survey in September 1999..
 KV5691
 KV5691.The orthometric height was scaled from a topographic map.
 KV5691
 KV5691.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5691
 KV5691.The geoid height was determined by GEOID03.
 KV5691
 KV5691;                    North         East     Units Scale Factor Converg.
 KV5691;SPC NJ       -   136,650.657   112,926.980   MT  0.99991691   -0 16 47.0
 KV5691;SPC NJ       -   448,328.03    370,494.60   sFT  0.99991691   -0 16 47.0
 KV5691;SPC PA S     -    84,897.875   840,151.319   MT  0.99998220   +1 49 35.8
 KV5691;SPC PA S     -   278,535.78  2,756,396.45   sFT  0.99998220   +1 49 35.8
 KV5691;UTM  18      - 4,434,802.907   505,578.478   MT  0.99960038   +0 02 31.6
 KV5691
 KV5691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5691!SPC NJ       -   1.00000411  x   0.99991691  =   0.99992102
 KV5691!SPC PA S     -   1.00000411  x   0.99998220  =   0.99998631
 KV5691!UTM  18      -   1.00000411  x   0.99960038  =   0.99960449
 KV5691
 KV5691:                Primary Azimuth Mark                     Grid Az
 KV5691:SPC NJ       -  BEVERLY ST STEPHENS CH SPIRE             083 20 06.8
 KV5691:SPC PA S     -  BEVERLY ST STEPHENS CH SPIRE             081 13 44.0
 KV5691:UTM  18      -  BEVERLY ST STEPHENS CH SPIRE             083 00 48.2
 KV5691
 KV5691|---------------------------------------------------------------------|
 KV5691| PID    Reference Object                     Distance      Geod. Az  |
 KV5691|                                                           dddmmss.s |
 KV5691| KV5715 BEVERLY ST STEPHENS CH SPIRE        APPROX. 1.5 KM 0830319.8 |
 KV5691| KV5711 BEVERLY WALL ROPE WORKS TANK        APPROX. 1.2 KM 1193906.3 |
 KV5691| CB5842 DRENNAN RM 1                         10.989 METERS 14605     |
 KV5691| CB5843 DRENNAN RM 3                         20.249 METERS 14820     |
 KV5691| KV5748 MUD ISLAND RANGE FRONT LIGHT        APPROX. 0.7 KM 3200137.6 |
 KV5691| KV5749 ANDALUSIA ENTERPRISE MFG TANK       APPROX. 0.8 KM 3284436.9 |
 KV5691| KV5694 BEVERLY RANGE REAR LIGHT            APPROX. 0.8 KM 3473836.1 |
 KV5691| KV5765 BEVERLY RANGE FRONT LIGHT           APPROX. 0.8 KM 3592841.3 |
 KV5691|---------------------------------------------------------------------|
 KV5691
 KV5691                          SUPERSEDED SURVEY CONTROL
 KV5691
 KV5691  NAD 83(1986)-  40 03 48.45972(N)    074 56 04.51443(W) AD(       ) 2
 KV5691  NAD 27      -  40 03 48.05900(N)    074 56 05.91000(W) AD(       ) 2
 KV5691
 KV5691.Superseded values are not recommended for survey control.
 KV5691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5691.See file dsdata.txt to determine how the superseded data were derived.
 KV5691
 KV5691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0557834803(NAD 83)
 KV5691
 KV5691  HISTORY     - Date     Condition        Report By
 KV5691  HISTORY     - 1911     MONUMENTED       CGS
 KV5691  HISTORY     - 1932     GOOD             CGS
 KV5691  HISTORY     - 1935     SEE DESCRIPTION  CGS
 KV5691  HISTORY     - 1947     GOOD             CGS
 KV5691  HISTORY     - 19900606 MARK NOT FOUND   NJGS
 KV5691
 KV5691                          STATION DESCRIPTION
 KV5691
 KV5691'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (LGS)
 KV5691'STATION MARK RECOVERED, TABLET OK.  TILE BROKEN AT GROUND
 KV5691'SURFACE.  ONLY ONE REFERENCE RECOVERED.  THE OUTER REFERENCE MARK,
 KV5691'A TILE WITH CEMENT IN IT, IS BADLY BROKEN.  THE INNER REFERENCE
 KV5691'IN GOOD CONDITION.
 KV5691'
 KV5691'THE OUTER REFERENCE MARK NO. 1 IS 36 FEET, 75 INCHES
 KV5691'N 27 DEG 00 MIN W.
 KV5691'
 KV5691'THE INNER REFERENCE MARK NO. 2 IS 33 FEET, 3.34 INCHES
 KV5691'S 27 DEG 00 MIN E FROM STATION.
 KV5691'
 KV5691'A BOAT HOUSE OWNED BY MR. ROBERT DRENNON, WHO LIVES IN BEVERLY
 KV5691'ON CORNER OF RIVERSIDE AVENUE AND LEE AVENUE IS 5 FEET
 KV5691'W OF STATION.
 KV5691'
 KV5691'TO REACH THIS STATION, GO SW FROM BEVERLY (MAIN PART OF TOWN)
 KV5691'0.65 MILE, TO YELLOW STUCCO DWELLING ON LEFT, TURN RIGHT AND GO
 KV5691'0.25 MILE ON DIRT ROAD TO RIVER SHORE AT SHORE END OF DIKE, WHICH
 KV5691'IS NEWLY BUILT.  GO TO LEFT THROUGH BUSHES TO OLD DIKE, WHICH IS
 KV5691'COVERED WITH BUSHES.  STATION NEAR OUTER END.
 KV5691
 KV5691                          STATION RECOVERY (1935)
 KV5691
 KV5691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5691'AT BEVERLY, 1.1 MILES FROM FIVE POINTS, REACHED BY GOING 0.9 MILE
 KV5691'SW ON WARREN STREET, THEN 0.2 MILE NW ON OLD GRAVEL BOULEVARD,
 KV5691'THEN 120 PACES SW ALONG TRAIL ROAD AND 100 PACES OUT ON LEVEE,
 KV5691'1.85 METERS E OF N CORNER OF A CANOE SHED, 4.37 METERS E OF NAIL
 KV5691'HEADS IN CROTCH OF 3-TRUNK TREE, 3.20 METERS E OF 1-INCH
 KV5691'PIPE CANOE RUNNER, 6.78 METERS N OF NEAR SIDE OF 2-TRUNK TREE.
 KV5691'
 KV5691'RE-MARKED ACCORDING TO NOTES 1A AND 7A.
 KV5691'
 KV5691'REFERENCE MARK NO. 1 RECOVERED, A NAIL CEMENTED IN UPPER END
 KV5691'OF A TILE PIPE SURROUNDED BY CONCRETE.
 KV5691'
 KV5691'NEW REFERENCE MARK NO. 3, NOTE 11A, WAS SET S OF STATION, 2.3
 KV5691'METERS E OF NAILS IN CROTCH OF BIRCH TREE.
 KV5691'
 KV5691'MAIN SCHEME STATION.
 KV5691'
 KV5691'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.5 METERS.
 KV5691
 KV5691                          STATION RECOVERY (1947)
 KV5691
 KV5691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5691'STATION RECOVERED IN GOOD CONDITION.  THE FOLLOWING CHANGES HAVE
 KV5691'OCCURRED WHICH MAKES THE 1935 DESCRIPTION INADEQUATE FOR THE
 KV5691'PRESENT DAY RECOVERY--
 KV5691'
 KV5691'1.  THE CANOE SHED HAS BEEN DESTROYED.
 KV5691'
 KV5691'2.  NAIL HEADS NO LONGER REMAIN IN TREES.
 KV5691'
 KV5691'3.  0.9 MILE SHOULD BE 0.7 MILE.
 KV5691'
 KV5691'4.  ADDITIONAL INFORMATION WILL MAKE THE STATION MARK AND
 KV5691'REFERENCE EASIER TO FIND.
 KV5691'
 KV5691'A COMPLETE NEW DESCRIPTION FOLLOWS--
 KV5691'
 KV5691'STATION IS LOCATED NEAR BEVERLY ON THE S SIDE OF THE DELAWARE
 KV5691'RIVER.  TO REACH THIS STATION, DRIVE SW FROM FIVE POINTS IN
 KV5691'BEVERLY 0.7 MILE ALONG RIVER ROAD TO A YELLOW STUCCO HOUSE ON THE
 KV5691'LEFT, TURN RIGHT AND DRIVE 0.25 MILE N ALONG A ROAD THAT LEADS
 KV5691'TO DUMP AREA.  WALK W ALONG THE S EDGE OF MARSH 120 PACES TO A
 KV5691'LOW TREE-COVERED LEVEE, AND THEN 100 PACES N ALONG THE LEVEE TO
 KV5691'THE STATION.
 KV5691'
 KV5691'STATION MARK IS LOCATED 17 METERS S OF THE N END OF LEVEE, 4.4
 KV5691'METERS E OF THE CROTCH OF A 3-TRUNK TREE, 6.8 METERS N OF THE
 KV5691'NEAR SIDE OF A 2-TRUNK TREE, AND IS FLUSH WITH THE GROUND.
 KV5691'
 KV5691'R.M. 1 IS A NAIL CEMENTED IN UPPER END OF A TILE PIPE
 KV5691'SURROUNDED BY CONCRETE.  IT IS 5.0 METERS S OF A 30-INCH BIRCH
 KV5691'THAT FORKS 3 FEET ABOVE THE GROUND AND IS FLUSH WITH THE
 KV5691'GROUND.
 KV5691'
 KV5691'R.M. 3 IS A BRONZE REFERENCE DISK.  IT IS 2.3 METERS E OF AN
 KV5691'8-INCH BIRCH TREE THAT IS GROWING OUT OF AN OLD STUMP, 2.8
 KV5691'METERS W OF A DOUBLE BIRCH THAT IS GROWING ALONG E SIDE OF THE
 KV5691'LEVEE, AND IS FLUSH WITH THE GROUND.
 KV5691
 KV5691                          STATION RECOVERY (1990)
 KV5691
 KV5691'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV5691'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV5691'SEARCH BY A ONE MAN PARTY.  THE DUMP MENTIONED IN THE PREVIOUS
 KV5691'RECOVERY IS NOW THE DELANCO TOWNSHIP LEAF COMPOSTING FACILITY AND
 KV5691'CONSIDERABLE CHANGE HAS OCCURRED TO THE AREA SINCE THE LAST RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5228 ***********************************************************************
 KV5228  DESIGNATION -  DREW
 KV5228  PID         -  KV5228
 KV5228  STATE/COUNTY-  NJ/OCEAN
 KV5228  USGS QUAD   -  POINT PLEASANT (1989)
 KV5228
 KV5228                         *CURRENT SURVEY CONTROL
 KV5228  ___________________________________________________________________
 KV5228* NAD 83(1996)-  40 00 13.83809(N)    074 06 33.11449(W)     ADJUSTED  
 KV5228* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV5228  ___________________________________________________________________
 KV5228  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 KV5228  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KV5228
 KV5228  HORZ ORDER  -  THIRD
 KV5228
 KV5228.The horizontal coordinates were established by classical geodetic methods
 KV5228.and adjusted by the National Geodetic Survey in September 1999..
 KV5228
 KV5228.The orthometric height was scaled from a topographic map.
 KV5228
 KV5228.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5228
 KV5228.The geoid height was determined by GEOID03.
 KV5228
 KV5228;                    North         East     Units Scale Factor Converg.
 KV5228;SPC NJ       -   130,014.325   183,366.887   MT  0.99991370   +0 15 04.4
 KV5228;SPC NJ       -   426,555.33    601,596.20   sFT  0.99991370   +0 15 04.4
 KV5228;UTM  18      - 4,428,563.837   576,034.826   MT  0.99967117   +0 34 21.6
 KV5228
 KV5228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5228!SPC NJ       -   1.00000524  x   0.99991370  =   0.99991894
 KV5228!UTM  18      -   1.00000524  x   0.99967117  =   0.99967641
 KV5228
 KV5228|---------------------------------------------------------------------|
 KV5228| PID    Reference Object                     Distance      Geod. Az  |
 KV5228|                                                           dddmmss.s |
 KV5228| CB5845 DREW RM 2                            18.163 METERS 00134     |
 KV5228| JU2584 CHADWICK                            APPROX. 4.4 KM 1141305.8 |
 KV5228| CB5844 DREW RM 1                            27.011 METERS 28012     |
 KV5228|---------------------------------------------------------------------|
 KV5228
 KV5228                          SUPERSEDED SURVEY CONTROL
 KV5228
 KV5228  NAD 83(1986)-  40 00 13.83181(N)    074 06 33.11022(W) AD(       ) 3
 KV5228  NAD 27      -  40 00 13.41100(N)    074 06 34.61800(W) AD(       ) 3
 KV5228
 KV5228.Superseded values are not recommended for survey control.
 KV5228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5228.See file dsdata.txt to determine how the superseded data were derived.
 KV5228
 KV5228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7603528564(NAD 83)
 KV5228_MARKER: DS = TRIANGULATION STATION DISK
 KV5228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5228
 KV5228  HISTORY     - Date     Condition        Report By
 KV5228  HISTORY     - 1935     MONUMENTED       CGS
 KV5228  HISTORY     - 1948     GOOD             CGS
 KV5228  HISTORY     - 1950     POOR             CGS
 KV5228  HISTORY     - 1951     SEE DESCRIPTION  CGS
 KV5228  HISTORY     - 1962     MARK NOT FOUND   CGS
 KV5228
 KV5228                          STATION DESCRIPTION
 KV5228
 KV5228'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 KV5228'STATION IS LOCATED ON THE W SIDE OF BARNEGAT BAY BETWEEN KETTLE
 KV5228'CREEK AND MOSQUITO COVE ON GREEN ISLAND.  IT IS ON THE E SIDE OF
 KV5228'GREEN ISLAND NEAR THE SOUTHERN END ON A SMALL POINT OF LAND.  THE
 KV5228'STATION IS ON A SMALL SAND RIDGE AND IS 20 FEET W OF THE
 KV5228'HIGH-WATER LINE.
 KV5228'
 KV5228'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 KV5228'CONCRETE.
 KV5228'
 KV5228'THE SUB-SURFACE MARK IS A NAIL IN THE CENTER OF A 2- BY 4-INCH
 KV5228'STAKE DRIVEN 3 FEET BELOW THE SURFACE OF THE GROUND.  THE SURFACE
 KV5228'MARK IS A STANDARD DISK STAMPED, DREW - 1935 IN A 12- BY 12-INCH BY
 KV5228'3-FOOT MONUMENT, PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 KV5228'GROUND.
 KV5228'
 KV5228'REFERENCE MARK NO.1 IS A STANDARD DISK, STAMPED DREW NO.1 IN A
 KV5228'10- BY 10-INCH BY 3-FOOT MONUMENT IN THE MARSH TO THE W OF THE
 KV5228'STATION.  REFERENCE MARK NO.2 IS A STANDARD MARK SET IN THE MARSH
 KV5228'TO THE NW OF THE STATION.
 KV5228'
 KV5228'AT REFERENCE MARK NO.1 THE ANGLE FROM DREW TO REFERENCE MARK NO.2
 KV5228'IS 323 DEG 31 MIN 31.2 SEC.  AT REFERENCE MARK NO.2 THE ANGLE FROM
 KV5228'DREW TO REFERENCE MARK NO.1 IS 62 DEG 10 MIN 42.5 SEC.  THE
 KV5228'DISTANCE FROM REFERENCE MARK NO.1 TO REFERENCE MARK NO.2 IS
 KV5228'99.07 FEET.
 KV5228
 KV5228                          STATION RECOVERY (1948)
 KV5228
 KV5228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (BML)
 KV5228'LETTER OF MR. BRUCE M. LARRABEE, 31 MAIN ST., TOMS RIVER, N.J.,
 KV5228'DATED 7/10/48--
 KV5228'
 KV5228'THE TRIANGULATION STATION DIRECTLY IN THE S OF GREEN ISLAND IS
 KV5228'ABOUT TO BE WASHED AWAY.
 KV5228
 KV5228                          STATION RECOVERY (1950)
 KV5228
 KV5228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (BML)
 KV5228'THIS STATION IS NOW ONLY 5 FEET FROM THE SHORELINE.  ONE REFERENCE
 KV5228'MARK HAS BEEN CUT OUT BY THE ICE AND IS AWASH IN THE BAY.  THE
 KV5228'STATION APPEARS TO HAVE BEEN DISTURBED TO THE NE BY THE ICE.  THE
 KV5228'TOWER OVER TRIANGULATION STATION CHADWICK APPEARS TO HAVE BEEN
 KV5228'RAZED, AS IT COULD NOT BE FOUND THROUGH THE TELESCOPE.  THERE IS
 KV5228'NOW NO WAY TO OBTAIN ORIENTATION FOR GRID N OF THIS STATION.
 KV5228
 KV5228                          STATION RECOVERY (1951)
 KV5228
 KV5228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV5228'STATION SURFACE MARK AND R.M. 1 WERE FOUND LYING ON THE SHORE
 KV5228'AND THE DISKS REMOVED BY THIS PARTY.  R.M. 2 COULD NOT BE FOUND
 KV5228'AND IS BELIEVED TO HAVE CRUMBLED AWAY AS HAD R.M. 1.  WHAT IS
 KV5228'BELIEVED TO HAVE BEEN THE SUBSURFACE MARK WAS FOUND TWO FEET
 KV5228'OFFSHORE OF THE HIGH-WATER LINE IN POOR CONDITION.  THE STATION
 KV5228'COULD NOT BE RE-ESTABLISHED BECAUSE OF THE CONDITION OF THE
 KV5228'SUBSURFACE MARK.
 KV5228
 KV5228                          STATION RECOVERY (1962)
 KV5228
 KV5228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5228'NOT RECOVERED.  NOTHING IDENTIFIABLE COULD BE FOUND IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4089 ***********************************************************************
 KV4089  DESIGNATION -  DRY
 KV4089  PID         -  KV4089
 KV4089  STATE/COUNTY-  NJ/BERGEN
 KV4089  USGS QUAD   -  WEEHAWKEN (1995)
 KV4089
 KV4089                         *CURRENT SURVEY CONTROL
 KV4089  ___________________________________________________________________
 KV4089* NAD 83(1996)-  40 47 10.13900(N)    074 05 43.96367(W)     ADJUSTED  
 KV4089* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4089  ___________________________________________________________________
 KV4089  LAPLACE CORR-           6.59  (seconds)                    DEFLEC99
 KV4089  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KV4089
 KV4089  HORZ ORDER  -  SECOND
 KV4089
 KV4089.The horizontal coordinates were established by classical geodetic methods
 KV4089.and adjusted by the National Geodetic Survey in September 1999..
 KV4089
 KV4089.The orthometric height was scaled from a topographic map.
 KV4089
 KV4089.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4089
 KV4089.The geoid height was determined by GEOID03.
 KV4089
 KV4089;                    North         East     Units Scale Factor Converg.
 KV4089;SPC NJ       -   216,880.176   184,135.232   MT  0.99991434   +0 15 51.1
 KV4089;SPC NJ       -   711,547.71    604,117.01   sFT  0.99991434   +0 15 51.1
 KV4089;SPC NY L     -    68,795.588   291,935.377   MT  0.99999552   -0 03 45.0
 KV4089;SPC NY L     -   225,706.86    957,791.32   sFT  0.99999552   -0 03 45.0
 KV4089;UTM  18      - 4,515,411.568   576,311.804   MT  0.99967168   +0 35 27.1
 KV4089
 KV4089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4089!SPC NJ       -   1.00000492  x   0.99991434  =   0.99991926
 KV4089!SPC NY L     -   1.00000492  x   0.99999552  =   1.00000044
 KV4089!UTM  18      -   1.00000492  x   0.99967168  =   0.99967660
 KV4089
 KV4089:                Primary Azimuth Mark                     Grid Az
 KV4089:SPC NJ       -  RUTHERFORD DICKENSON BLDG S FP           359 45 32.8
 KV4089:SPC NY L     -  RUTHERFORD DICKENSON BLDG S FP           000 05 08.9
 KV4089:UTM  18      -  RUTHERFORD DICKENSON BLDG S FP           359 25 56.8
 KV4089
 KV4089|---------------------------------------------------------------------|
 KV4089| PID    Reference Object                     Distance      Geod. Az  |
 KV4089|                                                           dddmmss.s |
 KV4089| KV3996 RUTHERFORD DICKENSON BLDG S FP      APPROX. 4.9 KM 0000123.9 |
 KV4089| KV4003 RUTHERFORD DICKENSON BLDG N FP      APPROX. 5.0 KM 0003456.2 |
 KV4089| KV3995 RUTHERFORD DICKENSON CO TANK        APPROX. 4.9 KM 0005609.8 |
 KV4089| KV4086 HACKENSACK R ERIE RR W STACK        APPROX. 1.1 KM 0671948.0 |
 KV4089| KV4085 HACKENSACK R ERIE RR TOWER H X      APPROX. 1.2 KM 0732019.7 |
 KV4089| KV4102 SECAUCUS HUDSON MENT HOSP CHIM      APPROX. 3.0 KM 0955111.2 |
 KV4089| KV4091 SECAUCUS ERIE RR EAST STACK         APPROX. 1.3 KM 0955926.6 |
 KV4089| KV4101 SECAUCUS ERIE RR TERMINAL CHIM      APPROX. 2.8 KM 1381555.0 |
 KV4089| CB5848 DRY RM 1                              6.880 METERS 14445     |
 KV4089| KV4014 HACKENSACK R LACKAWANNA RR STK      APPROX. 1.0 KM 1504318.4 |
 KV4089| KV4119 SNAKE                               APPROX. 3.6 KM 1564947.9 |
 KV4089| KV4094 SECAUCUS HOSP CONTAG DISE CHIM      APPROX. 3.1 KM 1620418.5 |
 KV4089| KV4098 SECAUCUS HUDSON GEN HOSP CHIM       APPROX. 2.8 KM 1632328.9 |
 KV4089| KV4109 SECAUCUS TB HOSP PWRHSE NE CHY      APPROX. 3.1 KM 1645403.5 |
 KV4089| KV4111 SECAUCUS TB HOSP PWRHSE SW CHY      APPROX. 3.1 KM 1653133.9 |
 KV4089| KV4093 SECAUCUS HUDSON PENITENT CHIM       APPROX. 2.8 KM 1663215.7 |
 KV4089| KV4127 KEARNY MARTIN DENNIS CHEM CHIM      APPROX. 3.9 KM 1832052.0 |
 KV4089| KV4128 KEARNY MARTIN DENNIS CHEM TANK      APPROX. 3.9 KM 1833356.8 |
 KV4089| KV4286 KEARNY PRR MEADOW SHOPS CHIM        APPROX. 4.6 KM 1840442.2 |
 KV4089| KV4252 KEARNY EMARK CHIMNEY                APPROX. 4.2 KM 1841607.8 |
 KV4089| KV4116 KEARNY WLWL EAST RADIO TOWER        APPROX. 3.4 KM 2021249.7 |
 KV4089| KV4118 KEARNY WLWL WEST RADIO TOWER        APPROX. 3.5 KM 2032937.8 |
 KV4089| KV4201 N ARLINGTON SEABOARD MET CHIM       APPROX. 2.8 KM 2515111.3 |
 KV4089| CB5849 DRY RM 2                              4.537 METERS 28745     |
 KV4089| KV4062 KINGSLAND LACKAWANNA RR TANK        APPROX. 2.4 KM 3140727.9 |
 KV4089| KV4064 KINGSLAND LACKAWANNA RR CHIM        APPROX. 2.3 KM 3154023.4 |
 KV4089| CB5850 DRY RM 3                              4.555 METERS 35847     |
 KV4089|---------------------------------------------------------------------|
 KV4089
 KV4089                          SUPERSEDED SURVEY CONTROL
 KV4089
 KV4089  NAD 83(1996)-  40 47 10.13893(N)    074 05 43.96378(W) AD(       ) 2
 KV4089  NAD 83(1996)-  40 47 10.13798(N)    074 05 43.96545(W) AD(       ) 2
 KV4089  NAD 83(1992)-  40 47 10.13697(N)    074 05 43.96635(W) AD(       ) 2
 KV4089  NAD 83(1986)-  40 47 10.14093(N)    074 05 43.96590(W) AD(       ) 2
 KV4089  NAD 27      -  40 47 09.77900(N)    074 05 45.45200(W) AD(       ) 2
 KV4089
 KV4089.Superseded values are not recommended for survey control.
 KV4089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4089.See file dsdata.txt to determine how the superseded data were derived.
 KV4089
 KV4089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7631215412(NAD 83)
 KV4089_MARKER: I = METAL ROD
 KV4089_SETTING: 0 = UNSPECIFIED SETTING
 KV4089
 KV4089  HISTORY     - Date     Condition        Report By
 KV4089  HISTORY     - 1932     MONUMENTED       CGS
 KV4089  HISTORY     - 1933     GOOD             CGS
 KV4089  HISTORY     - 1973     GOOD             NGS
 KV4089
 KV4089                          STATION DESCRIPTION
 KV4089
 KV4089'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4089'THIS STATION IS W OF THE HACKENSACK RIVER, IN THE MEADOWS
 KV4089'APPROXIMATELY 400 METERS N OF THE MAIN LINE OF THE DELAWARE
 KV4089'LACKAWANNA AND WESTERN RAILROAD, ATOP THE 10-FOOT HIGH
 KV4089'EMBANKMENT OVER THE PIPE LINE OF THE JERSEY CITY WATERWORKS.  IT
 KV4089'IS LOCATED JUST S OF THE CENTER LINE OF THIS EMBANKMENT, 733
 KV4089'METERS (MEASURED ALONG PIPE LINE) W FROM THE HIGHWATER LINE OF
 KV4089'THE RIVER.
 KV4089'
 KV4089'STATION IS MARKED BY THE DRILL HOLE IN A 3/4 INCH ALLEGHENY
 KV4089'STEEL ROD SET IN THE 12-INCH TOP OF A TRUNCATED-CONICAL, CONCRETE
 KV4089'MONUMENT STAMPED DRY-1932 IMPRESSED IN THE CONCRETE.
 KV4089'
 KV4089'THREE REFERENCE MARKS WERE SIMILARLY SET ATOP THE
 KV4089'EMBANKMENT.  REFERENCE MARK NO.1 TO THE SOUTHEASTWARD.  REFERENCE
 KV4089'MARK NO.2 TO THE NORTHWESTWARD.  AND REFERENCE MARK NO.3 TO THE
 KV4089'NORTHWARD.  ALL HAVE AN IDENTIFICATION NUMBER AND A REFERENCE
 KV4089'CROSS IMPRESSED IN THE CONCRETE.  THE LONGER BAR OF THE CROSS
 KV4089'POINTS TOWARDS THE STATION MARK.  (SHOULD A CROSS-INTERSECTION
 KV4089'BE SO DEFACED AS TO BE RENDERED INDEFINITE THE EXACT REFERENCE
 KV4089'MARK CENTER MAY BE RECOVERED BY COLD-CHISELLING 1 INCH BELOW
 KV4089'THE MONUMENT SURFACE TO UNCOVER A 1/4-INCH BRASS ROD WHICH
 KV4089'EXTENDS VERTICALLY DOWNWARD 8 INCHES INTO THE MONUMENT).
 KV4089'
 KV4089'THERE IS AMPLE ROOM AND EXCELLENT FOOTING FOR CENTRAL TRIPOD
 KV4089'SET-UPS ON THE HARD-PACKED DIRT.
 KV4089'
 KV4089'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 METERS.
 KV4089
 KV4089                          STATION RECOVERY (1933)
 KV4089
 KV4089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4089'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED, WITH THE
 KV4089'FOLLOWING EXCEPTIONS--
 KV4089'
 KV4089'THE CONCRETE STATION MONUMENT HAS DRY-CGS STAMPED IN THE TOP
 KV4089'AND IS NOT DATED.  REFERENCE MEASUREMENTS SHOULD READ AS
 KV4089'FOLLOWS--
 KV4089'
 KV4089'DISTANCE TO R.M. NO.2 4.559 METERS.
 KV4089'
 KV4089'DISTANCE TO R.M. NO.3 4.536 METERS.
 KV4089
 KV4089                          STATION RECOVERY (1973)
 KV4089
 KV4089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 KV4089'THE STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED
 KV4089'AND FOUND TO BE AS DESCRIBED NO TIME WAS SPENT
 KV4089'SEARCHING FOR REFERENCE MARK 1 AND SHOULD NOT BE CONSIDERED
 KV4089'LOST.  A ROUTE TO THE STATION FOLLOWS.
 KV4089'
 KV4089'TO REACH THE STATION FROM THE ENTRANCE TO THE HOLIDAY INN,
 KV4089'NEAR THE INTERSECTION OF STATE HIGHWAYS 3 AND 17, NEAR LYNDHURST,
 KV4089'GO SOUTHERLY ON THE STREET ALONG THE WEST SIDE OF THE HOLIDAY
 KV4089'INN FOR 0.2 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO 0.2
 KV4089'MILE TO A Y FORK.  TAKE THE RIGHT FORK AND GO 0.4 MILE TO A T
 KV4089'INTERSECTION.  TURN LEFT AND GO 1.0 MILE TO A NARROW ROAD ALONG
 KV4089'THE SIDE OF A DRAINAGE DITCH.  TURN LEFT ONTO THIS ROAD AND GO
 KV4089'0.2 MILE TO THE STATION, IN THE CENTER OF THE ROAD, AS IT WAS
 KV4089'PREVIOUSLY DESCRIBED.
 KV4089'
 KV4089'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV4089'ABOUT 2 MILES SE OF NORTH ARLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3213 ***********************************************************************
 JU3213  DESIGNATION -  DUBIN
 JU3213  PID         -  JU3213
 JU3213  STATE/COUNTY-  NJ/GLOUCESTER
 JU3213  USGS QUAD   -  PHILADELPHIA (1994)
 JU3213
 JU3213                         *CURRENT SURVEY CONTROL
 JU3213  ___________________________________________________________________
 JU3213* NAD 83(1996)-  39 52 37.66695(N)    075 10 19.47606(W)     ADJUSTED  
 JU3213* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU3213  ___________________________________________________________________
 JU3213  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 JU3213  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU3213
 JU3213  HORZ ORDER  -  SECOND
 JU3213
 JU3213.The horizontal coordinates were established by classical geodetic methods
 JU3213.and adjusted by the National Geodetic Survey in September 1999..
 JU3213
 JU3213.The orthometric height was scaled from a topographic map.
 JU3213
 JU3213.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3213
 JU3213.The geoid height was determined by GEOID03.
 JU3213
 JU3213;                    North         East     Units Scale Factor Converg.
 JU3213;SPC NJ       -   116,089.238    92,511.559   MT  0.99994067   -0 25 51.3
 JU3213;SPC NJ       -   380,869.44    303,515.01   sFT  0.99994067   -0 25 51.3
 JU3213;SPC PA S     -    63,599.033   820,503.596   MT  1.00000926   +1 40 21.1
 JU3213;SPC PA S     -   208,657.83  2,691,935.55   sFT  1.00000926   +1 40 21.1
 JU3213;UTM  18      - 4,414,134.130   485,285.289   MT  0.99960267   -0 06 37.2
 JU3213
 JU3213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3213!SPC NJ       -   1.00000521  x   0.99994067  =   0.99994588
 JU3213!SPC PA S     -   1.00000521  x   1.00000926  =   1.00001447
 JU3213!UTM  18      -   1.00000521  x   0.99960267  =   0.99960788
 JU3213
 JU3213:                Primary Azimuth Mark                     Grid Az
 JU3213:SPC NJ       -  PHIL NAVY EME WAT SUP TANK               015 22 19.4
 JU3213:SPC PA S     -  PHIL NAVY EME WAT SUP TANK               013 16 07.0
 JU3213:UTM  18      -  PHIL NAVY EME WAT SUP TANK               015 03 05.3
 JU3213
 JU3213|---------------------------------------------------------------------|
 JU3213| PID    Reference Object                     Distance      Geod. Az  |
 JU3213|                                                           dddmmss.s |
 JU3213| JU3222 PHIL NAVY EME WAT SUP TANK          APPROX. 1.2 KM 0145628.1 |
 JU3213| JU3221 PHILADELPHIA I 95 BRIDGE            APPROX. 2.7 KM 3091549.5 |
 JU3213| JU3219 PHIL NAVY SHIPYARD SW TANK          APPROX. 1.9 KM 3130755.0 |
 JU3213| JU3215 PHIL NAVY SUP BLDG 5 TANK           APPROX. 1.4 KM 3524311.3 |
 JU3213| JU3214 PHIL NAVY SUP BLDG 83 TANK          APPROX. 1.5 KM 3561642.6 |
 JU3213|---------------------------------------------------------------------|
 JU3213
 JU3213                          SUPERSEDED SURVEY CONTROL
 JU3213
 JU3213  NAD 83(1991)-  39 52 37.66323(N)    075 10 19.47768(W) AD(       ) 2
 JU3213  NAD 83(1986)-  39 52 37.65974(N)    075 10 19.47786(W) AD(       ) 2
 JU3213  NAD 27      -  39 52 37.25526(N)    075 10 20.83434(W) AD(       ) 2
 JU3213
 JU3213.Superseded values are not recommended for survey control.
 JU3213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3213.See file dsdata.txt to determine how the superseded data were derived.
 JU3213
 JU3213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8528514134(NAD 83)
 JU3213_MARKER: DH = HORIZONTAL CONTROL DISK
 JU3213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3213
 JU3213  HISTORY     - Date     Condition        Report By
 JU3213  HISTORY     - 1972     MONUMENTED       NGS
 JU3213
 JU3213                          STATION DESCRIPTION
 JU3213
 JU3213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JU3213'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF PHILADELPHIA CITY
 JU3213'HALL, ABOUT 1/2 MILE NORTHEAST OF NATIONAL PARK AND JUST SOUTH OF
 JU3213'THE SOUTH SHORE OF THE DELAWARE RIVER.  THE STATION IS ON
 JU3213'GOVERNMENT OWNED PROPERTY.
 JU3213'
 JU3213'TO REACH THE STATION FROM THE PHILADELPHIA U.S. NAVY SHIPYARD MAIN
 JU3213'GATE, GO NORTH ON BROAD STREET FOR 1.1 MILE TO THE ENTRANCE TO
 JU3213'INTERSTATE HIGHWAY 676.  BEAR RIGHT ONTO INTERSTATE HIGHWAY 676
 JU3213'AND GO EAST-SOUTHEAST FOR 0.9 MILE TO A TOLL GATE AT THE ENTRANCE
 JU3213'TO A BRIDGE.  CONTINUE SOUTHEAST ON THE INTERSTATE HIGHWAY FOR 4.7
 JU3213'MILES TO THE JUNCTION WITH INTERSTATE HIGHWAY 295.  TAKE
 JU3213'INTERSTATE HIGHWAY 295, SOUTH FOR 2.5 MILES TO STATE HIGHWAY 130.
 JU3213'BEAR RIGHT OFF OF THE INTERSTATE HIGHWAY 295 AND GO SOUTH ALONG
 JU3213'EAST SIDE OF THE INTERSTATE HIGHWAY ON A ACCESS ROAD FOR 0.9
 JU3213'MILE TO A T-INTERSECTION.  TURN RIGHT AND GO NORTH ON
 JU3213'HESSIAN AVENUE FOR 0.6 MILE TO A CROSSROAD.  TURN RIGHT AND
 JU3213'GO NORTHEAST ON REDBANK ROAD FOR 0.9 MILE TO A PAVED ROAD ON
 JU3213'THE RIGHT.  TURN RIGHT AND EAST ON THE PAVED ROAD FOR 0.1 MILE
 JU3213'TO A REVERSE Y-FORK.  TURN SHARP LEFT AND GO NORTH ON A
 JU3213'BLADED ROAD FOR ABOUT 0.05 MILE TO THE STATION.
 JU3213'
 JU3213'THE STATION MARK IS A 4-INCH BRASS DISK WITH A TRIANGLE IN THE
 JU3213'CENTER AND IT IS STAMPED DUBIN 1972, IT IS SET IN THE TOP OF A
 JU3213'8-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE.
 JU3213'IT IS 185 FEET NORTH OF THE PAVED ROAD, 70 FEET SOUTHWEST OF A
 JU3213'LARGE WILLOW TREE WHICH EXTENDS OVER THE DELAWARE RIVER, 51 FEET
 JU3213'NORTHEAST OF THE CENTER OF THE TRACK ROAD, 26 FEET SOUTH OF THE
 JU3213'SOUTH SHORE OF THE DELAWARE RIVER AND 8 FEET NORTH OF THE
 JU3213'NORTHEAST EDGE OF THE PAVED ROAD LEADING TO THE STATION.
 JU3213'
 JU3213'THIS STATION WAS ESTABLISHED FOR THE U.S. NAVY.
 JU3213'
 JU3213'THERE IS NO AZIMUTH MARK OR REFERENCE MARKS AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2619 ***********************************************************************
 JU2619  DESIGNATION -  DUDLEY
 JU2619  PID         -  JU2619
 JU2619  STATE/COUNTY-  NJ/OCEAN
 JU2619  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU2619
 JU2619                         *CURRENT SURVEY CONTROL
 JU2619  ___________________________________________________________________
 JU2619* NAD 83(1996)-  39 51 50.18690(N)    074 05 09.92631(W)     ADJUSTED  
 JU2619* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 JU2619  ___________________________________________________________________
 JU2619  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 JU2619  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JU2619
 JU2619  HORZ ORDER  -  THIRD
 JU2619
 JU2619.The horizontal coordinates were established by classical geodetic methods
 JU2619.and adjusted by the National Geodetic Survey in September 1999..
 JU2619
 JU2619.The orthometric height was scaled from a topographic map.
 JU2619
 JU2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2619
 JU2619.The geoid height was determined by GEOID03.
 JU2619
 JU2619;                    North         East     Units Scale Factor Converg.
 JU2619;SPC NJ       -   114,490.800   185,411.882   MT  0.99991543   +0 15 55.1
 JU2619;SPC NJ       -   375,625.23    608,305.48   sFT  0.99991543   +0 15 55.1
 JU2619;UTM  18      - 4,413,055.757   578,166.238   MT  0.99967522   +0 35 08.9
 JU2619
 JU2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2619!SPC NJ       -   1.00000432  x   0.99991543  =   0.99991975
 JU2619!UTM  18      -   1.00000432  x   0.99967522  =   0.99967954
 JU2619
 JU2619:                Primary Azimuth Mark                     Grid Az
 JU2619:SPC NJ       -  SEASIDE PARK WATER TANK                  002 38 56.7
 JU2619:UTM  18      -  SEASIDE PARK WATER TANK                  002 19 42.9
 JU2619
 JU2619|---------------------------------------------------------------------|
 JU2619| PID    Reference Object                     Distance      Geod. Az  |
 JU2619|                                                           dddmmss.s |
 JU2619| JU2580 SEASIDE PARK WATER TANK             APPROX. 5.6 KM 0025451.8 |
 JU2619| JU2617 ISLAND BEACH CG LOOKOUT SPIRE       APPROX. 3.5 KM 0055010.7 |
 JU2619| JU2618 CEDAR TREE TEMPORARY                APPROX. 0.9 KM 0145627.6 |
 JU2619| CB1439 DUDLEY RM 3                                        03157     |
 JU2619| JU2620 CEDAR CREEK CG STATION              APPROX. 1.3 KM 1840940.2 |
 JU2619| JU2624 FORKED RIVER CG STATION             APPROX. 6.8 KM 1853435.1 |
 JU2619| CB1437 DUDLEY RM 1                          25.780 METERS 20943     |
 JU2619| CB1438 DUDLEY RM 2                          99.140 METERS 29926     |
 JU2619|---------------------------------------------------------------------|
 JU2619
 JU2619                          SUPERSEDED SURVEY CONTROL
 JU2619
 JU2619  NAD 83(1986)-  39 51 50.18024(N)    074 05 09.92004(W) AD(       ) 3
 JU2619  NAD 27      -  39 51 49.74600(N)    074 05 11.43000(W) AD(       ) 3
 JU2619
 JU2619.Superseded values are not recommended for survey control.
 JU2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2619.See file dsdata.txt to determine how the superseded data were derived.
 JU2619
 JU2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7816613056(NAD 83)
 JU2619_MARKER: DS = TRIANGULATION STATION DISK
 JU2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2619_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU2619
 JU2619  HISTORY     - Date     Condition        Report By
 JU2619  HISTORY     - 1926     MONUMENTED       CGS
 JU2619  HISTORY     - 1929     GOOD             CGS
 JU2619  HISTORY     - 1947     GOOD             NJGS
 JU2619  HISTORY     - 1951     GOOD             CGS
 JU2619  HISTORY     - 1962     MARK NOT FOUND   CGS
 JU2619  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU2619
 JU2619                          STATION DESCRIPTION
 JU2619
 JU2619'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (WHB)
 JU2619'STATION IS ON ISLAND BEACH ABOUT 7-1/4 MILES N OF BARNEGAT LIGHT
 JU2619'HOUSE, 3-1/2 MILES S OF THE SEASIDE PARK, NEW JERSEY, PENNSYLVANIA
 JU2619'RAILROAD PASSENGER STATION, AND ABOUT 2 MILES S OF THE ISLAND
 JU2619'BEACH COAST GUARD STATION, ABOUT OPPOSITE THE MOUTH OF CEDAR
 JU2619'CREEK, AND 730 FEET W OF THE OCEAN HIGH-WATER LINE, ON THE
 JU2619'EASTERN END OF A HEATHER-COVERED SAND DUNE RUNNING NORMAL TO THE
 JU2619'SHORE.  A 3/4-INCH GALVANIZED-IRON PIPE PROJECTS ABOUT 18
 JU2619'INCHES ABOVE THE SURFACE OF THE GROUND ALONGSIDE THE SURFACE
 JU2619'MARK.
 JU2619'
 JU2619'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2619'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A, AND 11B.
 JU2619'
 JU2619'THE UNDERGROUND-STATION MARK IS UNSTAMPED.
 JU2619'
 JU2619'REFERENCE MARK NO.1 IS AT THE FOOT OF THE DUNE ON THE S IN THE
 JU2619'EDGE OF THE BUSHES.  REFERENCE MARK NO.2 IS ON THE SAME DUNE THAT
 JU2619'THE STATION IS ON.  REFERENCE MARK NO.3 IS AT THE N EDGE OF THE
 JU2619'DUNE IN THE EDGE OF THE BUSHES.
 JU2619'
 JU2619'THE SURFACE-STATION AND REFERENCE MARKS PROJECTS FROM 4 TO 6
 JU2619'INCHES ABOVE THE SURFACE OF THE GROUND.
 JU2619
 JU2619                          STATION RECOVERY (1929)
 JU2619
 JU2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (ERM)
 JU2619'STATION FOUND AS DESCRIBED.  CENTER MARK AND REFERENCE MARKS
 JU2619'NO.1 AND NO.3 IN GOOD CONDITION.  REFERENCE MARK NO.2 WAS DUG UP
 JU2619'BY ROAD CONSTRUCTION.  IT WAS FOUND BROKEN WITH TABLET GONE.  THE
 JU2619'REINFORCEMENT PIPE, WITH 1 FOOT CUT OUT OF CONCRETE CYLINDER WAS
 JU2619'RESET IN AZIMUTH 37 DEGREES AND 15 METERS FROM CENTER MARK.
 JU2619
 JU2619                          STATION RECOVERY (1947)
 JU2619
 JU2619'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1947 (DLS)
 JU2619'RECOVERED STATION IN FAIR CONDITION.  NO REFERENCE MARKS
 JU2619'FOUND.  DESCRIPTION IS SATISFACTORY, EXCEPT ADD--
 JU2619'
 JU2619'STATION IS 140 FEET E OF THE CENTER LINE OF MAIN ROAD BETWEEN
 JU2619'COAST GUARD POLES 335 AND 336.
 JU2619
 JU2619                          STATION RECOVERY (1951)
 JU2619
 JU2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2619'THE STATION MARK AND R.M.S 2 AND 3 WERE RECOVERED IN GOOD
 JU2619'CONDITION.  THE DISTANCE WAS MEASURED TO R.M. 3 WITH A STEEL TAPE
 JU2619'AND FOUND TO BE CORRECT.  THE DISTANCE TO R.M. 2 WAS FOUND CORRECT
 JU2619'AS NOTED IN THE RECOVERY NOTE OF E.R.M. IN 1929.
 JU2619'
 JU2619'R.M. 1 WAS NOT RECOVERED AFTER A 1-HOUR SEARCH BY A TWO-MAN
 JU2619'PARTY.  THE MARK IS LOCATED IN AN AREA OF SHIFTING SAND DUNES AND
 JU2619'IT IS BELIEVED TO BE DEEPLY COVERED BY THE SAND.
 JU2619'
 JU2619'THE PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT WITH THE
 JU2619'FOLLOWING ADDITION--
 JU2619'
 JU2619'A 4- BY 4-INCH WITNESS POST WAS SET 3.0 FEET E OF THE STATION MARK.
 JU2619
 JU2619                          STATION RECOVERY (1962)
 JU2619
 JU2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2619'NOT RECOVERED.  THE TOP OF THE STATION MONUMENT IS BROKEN
 JU2619'OFF.  RM 1 COULD NOT BE FOUND.  RM 2 IS BELIEVED DESTROYED, AS A
 JU2619'6-INCH DIAMETER CONCRETE CYLINDER WITH A 3/4 INCH IRON PIPE CORE
 JU2619'WAS FOUND LYING ON THE SURFACE, WITHOUT A DISK.
 JU2619'
 JU2619'RM 3 COULD NOT BE FOUND.
 JU2619'
 JU2619'THE UNDERGROUND MARK WAS NOT SEARCHED FOR.
 JU2619'
 JU2619'THE STATION SITE IS 3.1 MILES SOUTH OF THE ENTRANCE GATE TO THE
 JU2619'PARK AND 145 FEET EAST OF THE CENTER OF THE ROAD.
 JU2619
 JU2619                          STATION RECOVERY (1984)
 JU2619
 JU2619'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 JU2619'STATION NOT RECOVERED.
 JU2619'
 JU2619'STATION NOT RECOVERED.
 JU2619'RM 1 NOT RECOVERED.
 JU2619'RM 2 NOT RECOVERED.
 JU2619'RM 3 NOT RECOVERED.
 JU2619'SHIFTING SANDS IN THE AREA PROBABLY COVERED ALL MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2959 ***********************************************************************
 JU2959  DESIGNATION -  DUN
 JU2959  PID         -  JU2959
 JU2959  STATE/COUNTY-  NJ/CAPE MAY
 JU2959  USGS QUAD   -  STONE HARBOR (1972)
 JU2959
 JU2959                         *CURRENT SURVEY CONTROL
 JU2959  ___________________________________________________________________
 JU2959* NAD 83(1996)-  39 02 34.61223(N)    074 47 20.31399(W)     ADJUSTED  
 JU2959* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2959  ___________________________________________________________________
 JU2959  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 JU2959  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 JU2959
 JU2959  HORZ ORDER  -  THIRD
 JU2959
 JU2959.The horizontal coordinates were established by classical geodetic methods
 JU2959.and adjusted by the National Geodetic Survey in September 1999..
 JU2959
 JU2959.The orthometric height was scaled from a topographic map.
 JU2959
 JU2959.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2959
 JU2959.The geoid height was determined by GEOID03.
 JU2959
 JU2959;                    North         East     Units Scale Factor Converg.
 JU2959;SPC NJ       -    23,307.618   124,984.659   MT  0.99990770   -0 10 55.3
 JU2959;SPC NJ       -    76,468.41    410,053.84   sFT  0.99990770   -0 10 55.3
 JU2959;UTM  18      - 4,321,563.752   518,261.886   MT  0.99960411   +0 07 58.5
 JU2959
 JU2959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2959!SPC NJ       -   1.00000545  x   0.99990770  =   0.99991315
 JU2959!UTM  18      -   1.00000545  x   0.99960411  =   0.99960955
 JU2959
 JU2959:                Primary Azimuth Mark                     Grid Az
 JU2959:SPC NJ       -  CHANNEL                                  033 35 57.8
 JU2959:UTM  18      -  CHANNEL                                  033 17 04.0
 JU2959
 JU2959|---------------------------------------------------------------------|
 JU2959| PID    Reference Object                     Distance      Geod. Az  |
 JU2959|                                                           dddmmss.s |
 JU2959| JU2939 CHANNEL                             APPROX. 2.5 KM 0332502.5 |
 JU2959| CB1440 DUN RM 1                             10.715 METERS 21548     |
 JU2959|---------------------------------------------------------------------|
 JU2959
 JU2959                          SUPERSEDED SURVEY CONTROL
 JU2959
 JU2959  NAD 83(1991)-  39 02 34.59166(N)    074 47 20.31678(W) AD(       ) 3
 JU2959  NAD 83(1986)-  39 02 34.58960(N)    074 47 20.31726(W) AD(       ) 3
 JU2959  NAD 27      -  39 02 34.18200(N)    074 47 21.72100(W) AD(       ) 3
 JU2959
 JU2959.Superseded values are not recommended for survey control.
 JU2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2959.See file dsdata.txt to determine how the superseded data were derived.
 JU2959
 JU2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1826221564(NAD 83)
 JU2959_MARKER: DS = TRIANGULATION STATION DISK
 JU2959_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU2959_SP_SET: TOP OF METAL PIPE IN CONCRETE
 JU2959
 JU2959  HISTORY     - Date     Condition        Report By
 JU2959  HISTORY     - 1936     MONUMENTED       CGS
 JU2959  HISTORY     - 1937     GOOD             CGS
 JU2959
 JU2959                          STATION DESCRIPTION
 JU2959
 JU2959'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2959'LOCATED ABOUT 1-1/2 MILES SOUTHWESTERLY OF STONE HARBOR ON A POINT
 JU2959'OF MARSH LAND FORMED BY DUNG THOROFARE AND THE PRESENT INLAND
 JU2959'WATERWAY.  IT IS 67 FEET INSHORE FROM THE S BANK OF DUNG THOROFARE,
 JU2959'112 FEET FROM THE EXTREME POINT TO THE E AND 55 FEET INSHORE
 JU2959'FROM THE INLAND WATERWAY ON THE SE.
 JU2959'
 JU2959'STATION IS MARKED, AS DESCRIBED IN NOTE 6C, BY A STANDARD
 JU2959'DISK, STAMPED DUN 1936, SET IN TOP OF AN 8-INCH CONCRETE-FILLED
 JU2959'TILE WHICH PROJECTS 8 INCHES ABOVE GROUND.
 JU2959'
 JU2959'REFERENCE MARK NO.1 IS MARKED, AS DESCRIBED IN NOTE 13C, BY A
 JU2959'STANDARD DISK, STAMPED NO.1 DUN 1936, SET IN TOP OF AN 8-INCH
 JU2959'CONCRETE-FILLED TILE WHICH PROJECTS 10 INCHES ABOVE GROUND.
 JU2959
 JU2959                          STATION RECOVERY (1937)
 JU2959
 JU2959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2959'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD
 JU2959'CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3397 ***********************************************************************
 JU3397  DESIGNATION -  DUNKS
 JU3397  PID         -  JU3397
 JU3397  STATE/COUNTY-  NJ/CUMBERLAND
 JU3397  USGS QUAD   -  BOMBAY HOOK ISLAND (1993)
 JU3397
 JU3397                         *CURRENT SURVEY CONTROL
 JU3397  ___________________________________________________________________
 JU3397* NAD 83(1996)-  39 21 54.99299(N)    075 23 38.67896(W)     ADJUSTED  
 JU3397* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3397  ___________________________________________________________________
 JU3397  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 JU3397  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JU3397
 JU3397  HORZ ORDER  -  SECOND
 JU3397
 JU3397.The horizontal coordinates were established by classical geodetic methods
 JU3397.and adjusted by the National Geodetic Survey in September 1999..
 JU3397
 JU3397.The orthometric height was scaled from a topographic map.
 JU3397
 JU3397.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3397
 JU3397.The geoid height was determined by GEOID03.
 JU3397
 JU3397;                    North         East     Units Scale Factor Converg.
 JU3397;SPC NJ       -    59,430.240    72,956.172   MT  0.99997306   -0 34 01.6
 JU3397;SPC NJ       -   194,980.71    239,357.04   sFT  0.99997306   -0 34 01.6
 JU3397;SPC DE       -   151,557.997   201,946.708   MT  0.99999505   +0 00 51.6
 JU3397;SPC DE       -   497,236.53    662,553.49   sFT  0.99999505   +0 00 51.6
 JU3397;UTM  18      - 4,357,386.956   466,052.235   MT  0.99961419   -0 14 59.8
 JU3397
 JU3397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3397!SPC NJ       -   1.00000521  x   0.99997306  =   0.99997827
 JU3397!SPC DE       -   1.00000521  x   0.99999505  =   1.00000026
 JU3397!UTM  18      -   1.00000521  x   0.99961419  =   0.99961939
 JU3397
 JU3397:                Primary Azimuth Mark                     Grid Az
 JU3397:SPC NJ       -  DUNKS USE 1932                           162 29 29.0
 JU3397:SPC DE       -  DUNKS USE 1932                           161 54 35.8
 JU3397:UTM  18      -  DUNKS USE 1932                           162 10 27.2
 JU3397
 JU3397|---------------------------------------------------------------------|
 JU3397| PID    Reference Object                     Distance      Geod. Az  |
 JU3397|                                                           dddmmss.s |
 JU3397| JU3395 DUNKS USE 1932                      468.644 METERS 1615527.4 |
 JU3397| CB1441 DUNKS RM 1                           28.033 METERS 17210     |
 JU3397| JU3409 REEDY ISLAND REAR RANGE LIGHT       APPROX.17.5 KM 2851415.0 |
 JU3397| JU3404 ARNOLD USE 1932                     APPROX. 4.0 KM 3111531.2 |
 JU3397| CB1442 DUNKS RM 2                           30.663 METERS 35224     |
 JU3397|---------------------------------------------------------------------|
 JU3397
 JU3397                          SUPERSEDED SURVEY CONTROL
 JU3397
 JU3397  NAD 83(1991)-  39 21 54.99262(N)    075 23 38.67847(W) AD(       ) 2
 JU3397  NAD 83(1986)-  39 21 54.98507(N)    075 23 38.68821(W) AD(       ) 2
 JU3397  NAD 27      -  39 21 54.57600(N)    075 23 39.98100(W) AD(       ) 2
 JU3397
 JU3397.Superseded values are not recommended for survey control.
 JU3397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3397.See file dsdata.txt to determine how the superseded data were derived.
 JU3397
 JU3397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6605257387(NAD 83)
 JU3397_MARKER: DS = TRIANGULATION STATION DISK
 JU3397_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU3397_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU3397
 JU3397  HISTORY     - Date     Condition        Report By
 JU3397  HISTORY     - 1933     MONUMENTED       CGS
 JU3397  HISTORY     - 1946     SEE DESCRIPTION  CGS
 JU3397  HISTORY     - 1975     MARK NOT FOUND   NGS
 JU3397  HISTORY     - 1977     MARK NOT FOUND   NGS
 JU3397
 JU3397                          STATION DESCRIPTION
 JU3397
 JU3397'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3397'THIS STATION IS ON DUNKS POINT ON THE NEW JERSEY SHORE OF THE
 JU3397'DELAWARE RIVER, ABOUT 1 MILE S OF BAYSIDE AND 2-1/4 MILES N OF
 JU3397'THE MOUTH OF THE COHANSEY RIVER.  IT IS ABOUT 1/4 MILE ABOVE (N)
 JU3397'OF THE EXTREME OUTER END OF DUNKS POINT ON WHICH IS LOCATED A
 JU3397'UNITED STATES ARMY ENGINEERS TRIPOD, AND ABOUT 1/4 MILE S OF
 JU3397'JACOBS CREEK.  IT IS ON THE HIGHEST PART OF THE SANDY BEACH
 JU3397'ABOUT 30 FEET E OF THE HIGH WATER LINE.
 JU3397'
 JU3397'STATION MARK IS A STANDARD BRONZE DISK IN A TILE.
 JU3397'UNDERGROUND MARK IS BLOCK OF CONCRETE BELOW THE
 JU3397'GROUND CONTAINING A STANDARD BRONZE DISK.
 JU3397'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD BRONZE DISKS SET
 JU3397'IN CONCRETE IN THE TOP OF A TILE.
 JU3397'
 JU3397'REFERENCE MARK NO.1 IS N OF THE STATION ABOUT 20 FEET E OF THE
 JU3397'HIGH WATER LINE.
 JU3397'
 JU3397'REFERENCE MARK NO.2 IS S OF THE STATION ABOUT 20 FEET E OF THE
 JU3397'HIGH WATER LINE.
 JU3397'
 JU3397'THE STATION IS BEST REACHED BY BOAT WITH A CHART AS A GUIDE.
 JU3397
 JU3397                          STATION RECOVERY (1946)
 JU3397
 JU3397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3397'DUNKS (1933) U.S.C. AND G.S. WAS FOUND BUT IS OF NO VALUE DUE TO
 JU3397'THE FACT THAT STORM TIDES HAVE WASHED IT UP ON THE BEACH.
 JU3397'
 JU3397'REFERENCE MARK 1 WAS SEARCHED FOR BUT WAS NOT FOUND.
 JU3397'
 JU3397'REFERENCE MARK 2 WAS FOUND TO BE IN FAIRLY GOOD
 JU3397'CONDITION.  HOWEVER, IT NOW EXTENDS ABOVE GROUND APPROXIMATELY 2.0
 JU3397'FEET.  IT IS BELIEVED THAT A FEW MORE STORM TIDES WILL UP-END
 JU3397'THIS MONUMENT.  REFERENCE MARK 2 WAS FOUND TO BE LOCATED N OF
 JU3397'STATION, INSTEAD OF S AS ORIGINAL DESCRIPTION STATED.
 JU3397
 JU3397                          STATION RECOVERY (1975)
 JU3397
 JU3397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3397'A SEARCH WAS MADE FOR THE STATION BY THREE MEN FOR APPROXIMATELY
 JU3397'AN HOUR USING AVAILABLE REFERENCES.  THE AREA IS SUBJECT TO BEACH
 JU3397'EROSION AND INTERMITTANT CHANGES.  NONE OF THE MARKS WERE
 JU3397'RECOVERED.  ALL SURFACE MARKS SHOULD BE CONSIDERED LOST.
 JU3397
 JU3397                          STATION RECOVERY (1977)
 JU3397
 JU3397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 JU3397'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3395 ***********************************************************************
 JU3395  DESIGNATION -  DUNKS USE 1932
 JU3395  PID         -  JU3395
 JU3395  STATE/COUNTY-  NJ/CUMBERLAND
 JU3395  USGS QUAD   -  BOMBAY HOOK ISLAND (1993)
 JU3395
 JU3395                         *CURRENT SURVEY CONTROL
 JU3395  ___________________________________________________________________
 JU3395* NAD 83(1996)-  39 21 40.54671(N)    075 23 32.60512(W)     ADJUSTED  
 JU3395* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3395  ___________________________________________________________________
 JU3395  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 JU3395  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JU3395
 JU3395  HORZ ORDER  -  THIRD
 JU3395
 JU3395.The horizontal coordinates were established by classical geodetic methods
 JU3395.and adjusted by the National Geodetic Survey in September 1999..
 JU3395
 JU3395.The orthometric height was scaled from a topographic map.
 JU3395
 JU3395.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3395
 JU3395.The geoid height was determined by GEOID03.
 JU3395
 JU3395;                    North         East     Units Scale Factor Converg.
 JU3395;SPC NJ       -    58,983.319    73,097.159   MT  0.99997279   -0 33 57.6
 JU3395;SPC NJ       -   193,514.44    239,819.60   sFT  0.99997279   -0 33 57.6
 JU3395;SPC DE       -   151,112.520   202,092.227   MT  0.99999505   +0 00 55.4
 JU3395;SPC DE       -   495,774.99    663,030.91   sFT  0.99999505   +0 00 55.4
 JU3395;UTM  18      - 4,356,940.983   466,195.642   MT  0.99961407   -0 14 55.9
 JU3395
 JU3395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3395!SPC NJ       -   1.00000521  x   0.99997279  =   0.99997800
 JU3395!SPC DE       -   1.00000521  x   0.99999505  =   1.00000026
 JU3395!UTM  18      -   1.00000521  x   0.99961407  =   0.99961928
 JU3395
 JU3395                          SUPERSEDED SURVEY CONTROL
 JU3395
 JU3395  NAD 83(1991)-  39 21 40.54646(N)    075 23 32.60471(W) AD(       ) 3
 JU3395  NAD 83(1986)-  39 21 40.53880(N)    075 23 32.61436(W) AD(       ) 3
 JU3395  NAD 27      -  39 21 40.14000(N)    075 23 33.91400(W) AD(       ) 3
 JU3395
 JU3395.Superseded values are not recommended for survey control.
 JU3395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3395.See file dsdata.txt to determine how the superseded data were derived.
 JU3395
 JU3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6619656941(NAD 83)
 JU3395_MARKER: Z = SEE DESCRIPTION
 JU3395_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JU3395_SP_SET: OBJECT DRIVEN INTO GROUND
 JU3395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3395
 JU3395  HISTORY     - Date     Condition        Report By
 JU3395  HISTORY     - 1933     MONUMENTED       CGS
 JU3395  HISTORY     - 1970     GOOD             NGS
 JU3395  HISTORY     - 1975     GOOD             NGS
 JU3395
 JU3395                          STATION DESCRIPTION
 JU3395
 JU3395'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3395'THIS STATION IS ON DUNKS POINT ON THE E BANK OF THE DELAWARE BAY
 JU3395'ABOUT 1-1/2 MILES S OF BAYSIDE AND 2 MILES NW OF THE MOUTH OF
 JU3395'THE COHANSEY RIVER.  IT IS ABOUT 100 FEET FROM THE SHORE LINE
 JU3395'AT THE EXTREME OUTER END OF THE POINT ON THE HIGHEST PART OF THE
 JU3395'BEACH BETWEEN THE RIVER AND LOW MARSH LAND.  THE STATION IS
 JU3395'MARKED BY A 1 1/2-INCH IRON PIPE DRIVEN IN THE GROUND.  OVER THE
 JU3395'STATION IS ERECTED A 60-FOOT SQUARE SKELETON STEEL TOWER WITH
 JU3395'THE BASE ANCHORED IN CONCRETE.  A WOODEN LATTICEWORK TARGET IS
 JU3395'FASTENED TO THE UPPER SECTIONS OF THE TOWER.
 JU3395'
 JU3395'METERS FROM TRIANGULATION STATION DUNKS N 18 DEG 05 MIN W.
 JU3395
 JU3395                          STATION RECOVERY (1970)
 JU3395
 JU3395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU3395'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU3395'IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS--PIPE HAS RUSTED BADLY AND
 JU3395'IS 1.5 FEET BELOW THE GROUND.  IT IS 45 FEET NORTHEAST OF THE
 JU3395'HIGH-WATER LINE.
 JU3395'
 JU3395'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3395'2 MILES NW MOUTH OF COHANSEY RIVER.
 JU3395
 JU3395                          STATION RECOVERY (1975)
 JU3395
 JU3395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3395'THE STATION IS EASILY REACHED BY BOAT.  THE TOWER IS IN FAIR
 JU3395'CONDITION BUT HAS BEEN SUBJECT TO WEATHERING AND NEEDS
 JU3395'MAINTENANCE.  THE STATION (A 6 FOOT IRON PIPE IN THE GROUND
 JU3395'UNDER THE TOWER) WAS RECOVERED.  THE PREVIOUS DESCRIPTION
 JU3395'IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5329 ***********************************************************************
 KV5329  DESIGNATION -  DUPONT CO PROC DEPT BLDG CHIM
 KV5329  PID         -  KV5329
 KV5329  STATE/COUNTY-  NJ/MIDDLESEX
 KV5329  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5329
 KV5329                         *CURRENT SURVEY CONTROL
 KV5329  ___________________________________________________________________
 KV5329* NAD 83(1996)-  40 27 39.21691(N)    074 19 43.47125(W)     ADJUSTED  
 KV5329* NAVD 88     -                                                        
 KV5329  ___________________________________________________________________
 KV5329  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 KV5329  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KV5329
 KV5329  HORZ ORDER  -  THIRD
 KV5329
 KV5329.The horizontal coordinates were established by classical geodetic methods
 KV5329.and adjusted by the National Geodetic Survey in September 1999..
 KV5329
 KV5329
 KV5329.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5329
 KV5329.The geoid height was determined by GEOID03.
 KV5329
 KV5329;                    North         East     Units Scale Factor Converg.
 KV5329;SPC NJ       -   180,700.569   164,524.134   MT  0.99990260   +0 06 40.1
 KV5329;SPC NJ       -   592,848.45    539,776.26   sFT  0.99990260   +0 06 40.1
 KV5329;SPC NY L     -    32,724.766   272,116.668   MT  1.00001784   -0 12 54.1
 KV5329;SPC NY L     -   107,364.50    892,769.43   sFT  1.00001784   -0 12 54.1
 KV5329;UTM  18      - 4,479,130.285   556,911.501   MT  0.99963987   +0 26 08.2
 KV5329
 KV5329                          SUPERSEDED SURVEY CONTROL
 KV5329
 KV5329  NAD 83(1996)-  40 27 39.21606(N)    074 19 43.47185(W) AD(       ) 4
 KV5329  NAD 83(1986)-  40 27 39.21728(N)    074 19 43.47049(W) AD(       ) 4
 KV5329  NAD 27      -  40 27 38.83700(N)    074 19 44.94200(W) AD(       ) 3
 KV5329
 KV5329.Superseded values are not recommended for survey control.
 KV5329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5329.See file dsdata.txt to determine how the superseded data were derived.
 KV5329
 KV5329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5691279130(NAD 83)
 KV5329_MARKER: 85 = CHIMNEY
 KV5329
 KV5329  HISTORY     - Date     Condition        Report By
 KV5329  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5329  HISTORY     - 20010317 MARK NOT FOUND   PORANY
 KV5329
 KV5329                          STATION DESCRIPTION
 KV5329
 KV5329'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5329'THE SHORTER OF TWO CHIMNEYS LOCATED APPROXIMATELY 1-1/2
 KV5329'MILES S OF RARITAN RIVER AND 2-1/2 MILES SW OF S AMBOY--IN
 KV5329'THE PLANT OF THE DUPONT COMPANY, RISING AT THE SIDE OF THE PROCESS
 KV5329'DEPARTMENT BUILDING.  IT IS AN ORDINARY-TYPE, RED-BRICK CHIMNEY.
 KV5329'
 KV5329'THE STATION IS THE CHIMNEY-TOP, APPROXIMATELY 150 FEET ABOVE
 KV5329'GROUND.
 KV5329
 KV5329                          STATION RECOVERY (2001)
 KV5329
 KV5329'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV5329'FACTORY AREA HAS UNDERGONE CONSIDERABLE DEMOLITION AND CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5330 ***********************************************************************
 KV5330  DESIGNATION -  DUPONT CO TALLER CHIMNEY
 KV5330  PID         -  KV5330
 KV5330  STATE/COUNTY-  NJ/MIDDLESEX
 KV5330  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5330
 KV5330                         *CURRENT SURVEY CONTROL
 KV5330  ___________________________________________________________________
 KV5330* NAD 83(1996)-  40 27 34.40116(N)    074 19 43.60961(W)     ADJUSTED  
 KV5330* NAVD 88     -                                                        
 KV5330  ___________________________________________________________________
 KV5330  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 KV5330  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KV5330
 KV5330  HORZ ORDER  -  THIRD
 KV5330
 KV5330.The horizontal coordinates were established by classical geodetic methods
 KV5330.and adjusted by the National Geodetic Survey in September 1999..
 KV5330
 KV5330
 KV5330.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5330
 KV5330.The geoid height was determined by GEOID03.
 KV5330
 KV5330;                    North         East     Units Scale Factor Converg.
 KV5330;SPC NJ       -   180,552.034   164,521.162   MT  0.99990259   +0 06 40.0
 KV5330;SPC NJ       -   592,361.13    539,766.51   sFT  0.99990259   +0 06 40.0
 KV5330;SPC NY L     -    32,576.233   272,112.850   MT  1.00001799   -0 12 54.2
 KV5330;SPC NY L     -   106,877.19    892,756.91   sFT  1.00001799   -0 12 54.2
 KV5330;UTM  18      - 4,478,981.774   556,909.371   MT  0.99963986   +0 26 08.1
 KV5330
 KV5330                          SUPERSEDED SURVEY CONTROL
 KV5330
 KV5330  NAD 83(1996)-  40 27 34.40026(N)    074 19 43.61022(W) AD(       ) 4
 KV5330  NAD 83(1986)-  40 27 34.40149(N)    074 19 43.60889(W) AD(       ) 4
 KV5330  NAD 27      -  40 27 34.02400(N)    074 19 45.08100(W) AD(       ) 3
 KV5330
 KV5330.Superseded values are not recommended for survey control.
 KV5330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5330.See file dsdata.txt to determine how the superseded data were derived.
 KV5330
 KV5330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5690978982(NAD 83)
 KV5330_MARKER: 85 = CHIMNEY
 KV5330
 KV5330  HISTORY     - Date     Condition        Report By
 KV5330  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5330  HISTORY     - 20010317 MARK NOT FOUND   PORANY
 KV5330
 KV5330                          STATION DESCRIPTION
 KV5330
 KV5330'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5330'THE TALLER OF TWO CHIMNEYS LOCATED APPROXIMATELY 1-1/2 MILES S
 KV5330'OF RARITAN RIVER AND 2-1/2 MILES SW OF S AMBOY, IN THE PLANT OF
 KV5330'THE DUPONT COMPANY, RISING AT THE SIDE OF A LARGE,
 KV5330'IRREGULARLY-SHAPED BUILDING.  IT IS AN ORDINARY-TYPE, RED-BRICK
 KV5330'CHIMNEY WITH THE WHITE LETTERS DUPONT IN A VERTICAL LINE ON ITS
 KV5330'SIDE.
 KV5330'
 KV5330'THE STATION IS THE CHIMNEY-TOP, APPROXIMATELY 200 FEET ABOVE
 KV5330'GROUND.
 KV5330
 KV5330                          STATION RECOVERY (2001)
 KV5330
 KV5330'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV5330'FACTORY AREA HAS UNDERGONE CONSIDERABLE DEMOLITION AND CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5328 ***********************************************************************
 KV5328  DESIGNATION -  DUPONT CO TANK
 KV5328  PID         -  KV5328
 KV5328  STATE/COUNTY-  NJ/MIDDLESEX
 KV5328  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5328
 KV5328                         *CURRENT SURVEY CONTROL
 KV5328  ___________________________________________________________________
 KV5328* NAD 83(1996)-  40 27 28.12991(N)    074 19 33.54362(W)     ADJUSTED  
 KV5328* NAVD 88     -                                                        
 KV5328  ___________________________________________________________________
 KV5328  LAPLACE CORR-           4.69  (seconds)                    DEFLEC99
 KV5328  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KV5328
 KV5328  HORZ ORDER  -  THIRD
 KV5328
 KV5328.The horizontal coordinates were established by classical geodetic methods
 KV5328.and adjusted by the National Geodetic Survey in September 1999..
 KV5328
 KV5328
 KV5328.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5328
 KV5328.The geoid height was determined by GEOID03.
 KV5328
 KV5328;                    North         East     Units Scale Factor Converg.
 KV5328;SPC NJ       -   180,359.078   164,758.682   MT  0.99990268   +0 06 46.5
 KV5328;SPC NJ       -   591,728.08    540,545.78   sFT  0.99990268   +0 06 46.5
 KV5328;SPC NY L     -    32,381.905   272,349.295   MT  1.00001820   -0 12 47.6
 KV5328;SPC NY L     -   106,239.63    893,532.65   sFT  1.00001820   -0 12 47.6
 KV5328;UTM  18      - 4,478,790.216   557,147.917   MT  0.99964020   +0 26 14.5
 KV5328
 KV5328                          SUPERSEDED SURVEY CONTROL
 KV5328
 KV5328  NAD 83(1996)-  40 27 28.12900(N)    074 19 33.54417(W) AD(       ) 4
 KV5328  NAD 83(1986)-  40 27 28.13019(N)    074 19 33.54284(W) AD(       ) 4
 KV5328  NAD 27      -  40 27 27.75300(N)    074 19 35.01800(W) AD(       ) 3
 KV5328
 KV5328.Superseded values are not recommended for survey control.
 KV5328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5328.See file dsdata.txt to determine how the superseded data were derived.
 KV5328
 KV5328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5714878790(NAD 83)
 KV5328_MARKER: 51 = TANK
 KV5328
 KV5328  HISTORY     - Date     Condition        Report By
 KV5328  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5328  HISTORY     - 20010317 MARK NOT FOUND   PORANY
 KV5328
 KV5328                          STATION DESCRIPTION
 KV5328
 KV5328'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5328'THE TANK APPROXIMATELY 1-1/2 MILES S OF RARITAN RIVER AND 2-1/2
 KV5328'MILES SW OF S AMBOY, IN THE PLANT OF THE DUPONT COMPANY.  THE
 KV5328'CONICAL-TOP TANK IS VISIBLE FROM THE RIVER.
 KV5328'
 KV5328'THE STATION IS THE TANK-APEX.
 KV5328
 KV5328                          STATION RECOVERY (2001)
 KV5328
 KV5328'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV5328'FACTORY AREA HAS UNDERGONE CONSIDERABLE DEMOLITION AND CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU4042 ***********************************************************************
 KU4042  DESIGNATION -  DYCK 1930
 KU4042  PID         -  KU4042
 KU4042  STATE/COUNTY-  NJ/BERGEN
 KU4042  USGS QUAD   -  YONKERS (1979)
 KU4042
 KU4042                         *CURRENT SURVEY CONTROL
 KU4042  ___________________________________________________________________
 KU4042* NAD 83(1996)-  40 53 01.54435(N)    073 56 35.70338(W)     ADJUSTED  
 KU4042* NAVD 88     -         1.8    (meters)       6.     (feet)  GPS OBS   
 KU4042  ___________________________________________________________________
 KU4042  X           -   1,335,657.379 (meters)                     COMP
 KU4042  Y           -  -4,640,638.513 (meters)                     COMP
 KU4042  Z           -   4,152,653.048 (meters)                     COMP
 KU4042  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 KU4042  ELLIP HEIGHT-         -29.62  (meters)          (10/23/02) GPS OBS
 KU4042  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 KU4042
 KU4042  HORZ ORDER  -  FIRST
 KU4042  ELLP ORDER  -  FOURTH    CLASS I
 KU4042
 KU4042.The horizontal coordinates were established by GPS observations
 KU4042.and adjusted by the National Geodetic Survey in May 1999..
 KU4042
 KU4042.The orthometric height was determined by GPS observations and a
 KU4042.high-resolution geoid model.
 KU4042
 KU4042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4042
 KU4042.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4042
 KU4042.The ellipsoidal height was determined by GPS observations
 KU4042.and is referenced to NAD 83.
 KU4042
 KU4042.The geoid height was determined by GEOID03.
 KU4042
 KU4042;                    North         East     Units Scale Factor Converg.
 KU4042;SPC NJ       -   227,789.547   196,919.796   MT  0.99992709   +0 21 51.9
 KU4042;SPC NJ       -   747,339.54    646,061.03   sFT  0.99992709   +0 21 51.9
 KU4042;SPC NY E     -   227,789.547   196,919.796   MT  0.99992709   +0 21 51.9
 KU4042;SPC NY E     -   747,339.54    646,061.03   sFT  0.99992709   +0 21 51.9
 KU4042;UTM  18      - 4,526,391.127   589,030.898   MT  0.99969756   +0 41 30.2
 KU4042
 KU4042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4042!SPC NJ       -   1.00000465  x   0.99992709  =   0.99993174
 KU4042!SPC NY E     -   1.00000465  x   0.99992709  =   0.99993174
 KU4042!UTM  18      -   1.00000465  x   0.99969756  =   0.99970220
 KU4042
 KU4042|---------------------------------------------------------------------|
 KU4042| PID    Reference Object                     Distance      Geod. Az  |
 KU4042|                                                           dddmmss.s |
 KU4042| KU5154 2 S 1                               280.096 METERS 19110     |
 KU4042|---------------------------------------------------------------------|
 KU4042
 KU4042                          SUPERSEDED SURVEY CONTROL
 KU4042
 KU4042  NAD 83(1996)-  40 53 01.54431(N)    073 56 35.70334(W) AD(       ) 1
 KU4042  NAD 83(1996)-  40 53 01.54403(N)    073 56 35.70425(W) AD(       ) 1
 KU4042  NAD 83(1992)-  40 53 01.54143(N)    073 56 35.70522(W) AD(       ) 1
 KU4042  NAD 83(1986)-  40 53 01.54355(N)    073 56 35.70495(W) AD(       ) 1
 KU4042  NAD 83(1986)-  40 53 01.54934(N)    073 56 35.70122(W) AD(       ) 3
 KU4042  NAD 27      -  40 53 01.18700(N)    073 56 37.21300(W) AD(       ) 3
 KU4042
 KU4042.Superseded values are not recommended for survey control.
 KU4042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4042.See file dsdata.txt to determine how the superseded data were derived.
 KU4042
 KU4042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8903126391(NAD 83)
 KU4042_MARKER: DS = TRIANGULATION STATION DISK
 KU4042_SETTING: 80 = SET IN A BOULDER
 KU4042_SP_SET: IN DRILL HOLE IN A BOULDER
 KU4042_STAMPING: DYCK 1930
 KU4042_MARK LOGO: CGS   
 KU4042_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4042+STABILITY: SURFACE MOTION
 KU4042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4042+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1992
 KU4042
 KU4042  HISTORY     - Date     Condition        Report By
 KU4042  HISTORY     - 1930     MONUMENTED       CGS
 KU4042  HISTORY     - 1930     GOOD             CGS
 KU4042  HISTORY     - 19920228 GOOD             NJGS
 KU4042  HISTORY     - 20050213 POOR             GEOCAC
 KU4042  HISTORY     - 20050213 POOR             GEOCAC
 KU4042
 KU4042                          STATION DESCRIPTION
 KU4042
 KU4042'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 KU4042'ON W SHORE OF HUDSON RIVER ABOUT 400 METERS N FROM ENGLEWOOD YACHT
 KU4042'CLUB, IN THE CENTER OF THE TOP SURFACE OF A LARGE FLAT-TOPPED ROCK
 KU4042'JUTTING OUT INTO WATER FOR A DISTANCE OF ABOUT 6 FEET FROM THE
 KU4042'STONE RETAINING WALL ALONG HIGH-WATER LINE.
 KU4042'
 KU4042'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN A
 KU4042'DRILL HOLE IN A BOULDER. REFERENCE MARK NO.2 IS IN THE TOP OF THE
 KU4042'LARGEST BOULDER IN THE VICINITY, WHICH STANDS ABOUT 15 FEET ABOVE
 KU4042'THE WALK AT THE HIGH-WATER LINE AND TO THE S OF THE STATION.
 KU4042'REFERENCE MARK NO.1 IS SET IN A SMALL BOULDER TO THE N AT THE
 KU4042'HIGH-WATER LINE.
 KU4042
 KU4042                          STATION RECOVERY (1930)
 KU4042
 KU4042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 KU4042'RECOVERED IN GOOD CONDITION.
 KU4042
 KU4042                          STATION RECOVERY (1992)
 KU4042
 KU4042'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KU4042'THE STATION IS LOCATED IN THE BOROUGH OF ENGLEWOOD CLIFFS ON THE WEST
 KU4042'SHORE OF THE HUDSON RIVER ON THE TOP OF A LARGE FLAT TOPPED ROCK
 KU4042'JUTTING OUT INTO THE RIVER.  TO REACH THE STATION FROM EXIT 1 OF THE
 KU4042'PALISADES INTERSTATE PARKWAY, FOLLOW A WINDING TWO LANE ROAD DOWN TO
 KU4042'THE ENGLEWOOD BOAT BASIN.  CONTINUE TO FOLLOW ROAD NORTH PAST THE
 KU4042'BOAT BASIN TO A PICNIC AREA AND END OF TRUCK TRAVEL AT A ONE STORY
 KU4042'STONE STRUCTURE. PARK TRUCK AND PACK NORTH ALONG TRAIL AT THE HIGH
 KU4042'WATER LINE FOR 400 M (1312.3 FT) PASSING A LARGE CONSPICUOUS BOULDER,
 KU4042'15 FT (4.6 M) HIGH, ON THE RIGHT TO THE STATION ON THE RIGHT.  THE
 KU4042'STATION IS SET IN A DRILL HOLE IN THE CENTER OF A 4 M (13.1 FT)
 KU4042'DIAMETER SANDY COLORED BOULDER.  THE STATION IS 55 M (180.4 FT)
 KU4042'NORTHEAST OF THE LARGE CONSPICUOUS BOULDER, 4.5 M (14.8 FT) EAST OF
 KU4042'THE PATH ALONG THE HIGH WATER LINE AND 1.5 M (4.9 FT) ABOVE THE PATH.
 KU4042'THE STATION IS OPPOSITE A LARGE BLUE PAINTED STEEL ARCH BRIDGE ON THE
 KU4042'EAST SIDE OF THE HUDSON RIVER CARRYING THE HENRY HUDSON PARKWAY OVER
 KU4042'THE SPUYTEN DUYVIL CREEK.  THE DISK FOR REFERENCE MARK 1 HAS BEEN
 KU4042'REMOVED WITH ONLY THE STEM REMAINING IN THE BOULDER.  NO MEASUREMENTS
 KU4042'WERE MADE TO VERIFY THE LOCATION.
 KU4042
 KU4042                          STATION RECOVERY (2005)
 KU4042
 KU4042'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KU4042'FOUND LOCATION PER DESCRIPTION AND COORDINATES.  ALL THAT IS LEFT IS
 KU4042'THE STEM IN THE ROCK.
 KU4042
 KU4042                          STATION RECOVERY (2005)
 KU4042
 KU4042'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KU4042'THIS WAS EASY TO FIND BY DESCRIPTION AND COORDINATES.  ALL WE FOUND
 KU4042'WAS THE STEM.  THE DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3284 ***********************************************************************
 JU3284  DESIGNATION -  DYNAMITE
 JU3284  PID         -  JU3284
 JU3284  STATE/COUNTY-  NJ/GLOUCESTER
 JU3284  USGS QUAD   -  BRIDGEPORT (1995)
 JU3284
 JU3284                         *CURRENT SURVEY CONTROL
 JU3284  ___________________________________________________________________
 JU3284* NAD 83(1996)-  39 50 32.13882(N)    075 18 25.43684(W)     ADJUSTED  
 JU3284* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3284  ___________________________________________________________________
 JU3284  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 JU3284  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU3284
 JU3284  HORZ ORDER  -  SECOND
 JU3284
 JU3284.The horizontal coordinates were established by classical geodetic methods
 JU3284.and adjusted by the National Geodetic Survey in September 1999..
 JU3284
 JU3284.The orthometric height was scaled from a topographic map.
 JU3284
 JU3284.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3284
 JU3284.The geoid height was determined by GEOID03.
 JU3284
 JU3284;                    North         East     Units Scale Factor Converg.
 JU3284;SPC NJ       -   112,313.558    80,929.714   MT  0.99995871   -0 31 01.5
 JU3284;SPC NJ       -   368,482.06    265,516.90   sFT  0.99995871   -0 31 01.5
 JU3284;SPC PA S     -    59,400.671   809,067.367   MT  1.00001549   +1 35 05.9
 JU3284;SPC PA S     -   194,883.70  2,654,415.19   sFT  1.00001549   +1 35 05.9
 JU3284;UTM  18      - 4,410,295.050   473,728.722   MT  0.99960850   -0 11 48.2
 JU3284
 JU3284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3284!SPC NJ       -   1.00000506  x   0.99995871  =   0.99996377
 JU3284!SPC PA S     -   1.00000506  x   1.00001549  =   1.00002055
 JU3284!UTM  18      -   1.00000506  x   0.99960850  =   0.99961356
 JU3284
 JU3284:                Primary Azimuth Mark                     Grid Az
 JU3284:SPC NJ       -  ESSINGTON WESTINGHSE ELEC TK             034 51 42.0
 JU3284:SPC PA S     -  ESSINGTON WESTINGHSE ELEC TK             032 45 34.6
 JU3284:UTM  18      -  ESSINGTON WESTINGHSE ELEC TK             034 32 28.7
 JU3284
 JU3284|---------------------------------------------------------------------|
 JU3284| PID    Reference Object                     Distance      Geod. Az  |
 JU3284|                                                           dddmmss.s |
 JU3284| JU3277 ESSINGTON WESTINGHSE ELEC TK        APPROX. 3.1 KM 0342040.5 |
 JU3284| JU3278 ESSINGTON WESTINGHSE ELEC STK       APPROX. 3.1 KM 0351850.4 |
 JU3284| CB1451 DYNAMITE RM 1                        35.890 METERS 03840     |
 JU3284| JU3088 BLOCK ISLAND LIGHT                  APPROX. 9.1 KM 0694637.9 |
 JU3284| JU3273 PAULSBORO VACUUM OIL N STACK        APPROX. 4.3 KM 0895719.7 |
 JU3284| JU3275 PAULSBORO VACUUM OIL E STACK        APPROX. 4.2 KM 0905929.8 |
 JU3284| JU3080 PAULSBORO MUNICIPAL TANK            APPROX. 5.4 KM 0924331.3 |
 JU3284| JU3081 PAULSBORO SANDURA WILD CORP TK      APPROX. 6.0 KM 0971603.8 |
 JU3284| JU3279 GIBBSTOWN MUNICIPAL TANK            APPROX. 3.2 KM 1210232.1 |
 JU3284| JU3085 CLARKSBORO EAST GREENWICH TANK      APPROX. 8.4 KM 1234519.9 |
 JU3284| CB1452 DYNAMITE RM 2                        31.394 METERS 13341     |
 JU3284| JU3324 CLAYMONT GENERAL CHEM LOW STK       APPROX.11.5 KM 2491336.4 |
 JU3284| JU3336 CLAYMONT GENERAL CHEM TALL STK      APPROX.11.5 KM 2504927.4 |
 JU3284| JU3311 MARCUS HOOK PURE OIL CO STACK       APPROX.10.4 KM 2522258.9 |
 JU3284| JU3309 MARCUS HOOK VISCOSE CO W STACK      APPROX. 9.5 KM 2545334.6 |
 JU3284| JU3310 MARCUS HOOK VISCOSE CO E STACK      APPROX. 9.2 KM 2550327.6 |
 JU3284| JU3307 MARCUS HOOK SINCLAIR SW STACK       APPROX. 8.7 KM 2551051.8 |
 JU3284| JU3304 CHESTER PHILA COKE PLANT STACK      APPROX. 7.0 KM 2555805.4 |
 JU3284| JU3327 CHESTER SEABOARD STEEL STACK        APPROX. 6.6 KM 2592040.3 |
 JU3284| JU3300 CHESTER PHILA G AND E STACK         APPROX. 5.8 KM 2621731.2 |
 JU3284| JU3297 CHESTER SCOTT PAPER CO TANK         APPROX. 4.2 KM 2732033.4 |
 JU3284| JU3290 CHESTER SUN SHIPBUILDING STACK      APPROX. 3.7 KM 2825401.4 |
 JU3284| JU3296 CHESTER ABERFOYLE MFG CO TANK       APPROX. 3.9 KM 2850244.2 |
 JU3284| JU3299 CHESTER FIRST PRESB CH SPIRE        APPROX. 6.0 KM 2942934.2 |
 JU3284| JU3298 PENNSYLVANIA MILITARY COLLEGE       APPROX. 4.7 KM 2973422.2 |
 JU3284| JU3289 EDDYSTONE BALDWIN LOCOMO TANK       APPROX. 3.5 KM 3055704.3 |
 JU3284| JU3288 EDDYSTONE BALDWIN LOCOMO STACK      APPROX. 3.5 KM 3061247.3 |
 JU3284| JU3281 EDDYSTONE FEDERAL ALLOY TANK        APPROX. 2.5 KM 3123000.4 |
 JU3284| JU3282 EDDYSTONE GEN STEEL CASTING TK      APPROX. 2.7 KM 3280533.0 |
 JU3284| JU3267 SWARTHMORE COLL MEM HALL TOWER      APPROX. 8.0 KM 3292619.2 |
 JU3284| JU3272 SWARTHMORE COLLEGE WATER TANK       APPROX. 8.4 KM 3295812.4 |
 JU3284|---------------------------------------------------------------------|
 JU3284
 JU3284                          SUPERSEDED SURVEY CONTROL
 JU3284
 JU3284  NAD 83(1991)-  39 50 32.13691(N)    075 18 25.43720(W) AD(       ) 2
 JU3284  NAD 83(1986)-  39 50 32.13231(N)    075 18 25.44198(W) AD(       ) 2
 JU3284  NAD 27      -  39 50 31.72700(N)    075 18 26.76900(W) AD(       ) 2
 JU3284
 JU3284.Superseded values are not recommended for survey control.
 JU3284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3284.See file dsdata.txt to determine how the superseded data were derived.
 JU3284
 JU3284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7372910295(NAD 83)
 JU3284_MARKER: DS = TRIANGULATION STATION DISK
 JU3284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3284_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3284
 JU3284  HISTORY     - Date     Condition        Report By
 JU3284  HISTORY     - 1933     MONUMENTED       CGS
 JU3284  HISTORY     - 1962     SEE DESCRIPTION  CGS
 JU3284
 JU3284                          STATION DESCRIPTION
 JU3284
 JU3284'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3284'THIS STATION IS ON PROPERTY OWNED BY THE E.I. DU PONT DE NEMOURS
 JU3284'POWDER COMPANY AT THOMPSONS POINT JUST W OF GIBBSTOWN, NEW JERSEY.
 JU3284'
 JU3284'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JU3284'DISKS SET IN CONCRETE.
 JU3284'
 JU3284'REFERENCE MARK NO.2 IS SE OF STATION.  53 FEET N OF W OF PIPE
 JU3284'LINE.  THE MARK PROJECTS 8 INCHES.
 JU3284'
 JU3284'REFERENCE MARK NO.1 IS N OF STATION.  42 FEET SE OF FENCE AND
 JU3284'ABOUT 21 FEET SE OF TRAIL MADE GOING TO STATION.  THE MARK
 JU3284'PROJECTS 4 INCHES.
 JU3284'
 JU3284'TO REACH STATION FROM GIBBSTOWN ON ROUTE 44 GOING NE TAKE LEFT
 JU3284'(N) ON REPAUNO AVENUE AND CONTINUE ABOUT 0.25 MILE TO ENTRANCE
 JU3284'TO PLANT.  PERMISSION TO ENTER MUST BE OBTAINED FROM HEADQUARTERS,
 JU3284'THROUGH THE WATCHMAN, WHO WILL TELEPHONE THE MAIN OFFICE.  AFTER
 JU3284'OBTAINING PERMISSION CONTINUE STRAIGHT AHEAD 0.85 MILE, JUST
 JU3284'ACROSS SMALL BRIDGE, TAKE LEFT (W) FOR 0.5 MILE TO
 JU3284'T-INTERSECTION, THEN GO RIGHT (N) 0.4 MILE TO HIGH WOVEN WIRE
 JU3284'FENCE, HERE TURN LEFT 0.05 MILE TO STATION WHICH IS E OF
 JU3284'AEROPLANE WARNING (H.I.X. MADE OF WOOD).  THE STATION IS
 JU3284'N OF NE CORNER OF THE H IN THE AEROPLANE WARNING 11.5 FEET.
 JU3284'63 FEET SE OF FENCE.  61 FEET S OF LONE WILD CHERRY TREE.
 JU3284'THE MARK PROJECTS 2 INCHES.
 JU3284
 JU3284                          STATION RECOVERY (1962)
 JU3284
 JU3284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 JU3284'THE STATION MARK WAS FOUND ABOUT 6 FEET BELOW THE SURFACE IN AN
 JU3284'OPEN HOLE WHICH WAS LEFT IN THAT CONDITION TO PRESERVE THE
 JU3284'STATION.  THE TWO REFERENCE MARKS WERE SEARCHED FOR BUT WERE NOT
 JU3284'LOCATED.  THEY MAY BE UNDER ABOUT 6 FEET OF FILL, BUT ON
 JU3284'INFORMATION GATHERED FROM THE EMPLOYEES OF THE ATLANTIC CITY
 JU3284'ELECTRIC COMPANY, NO OTHER MARKS WERE OBSERVED IN THE VICINITY
 JU3284'OR THEY WOULD HAVE BEEN PROTECTED IN THE SAME MANNER AS THE
 JU3284'STATION MARK.
 JU3284'
 JU3284'A NEW STATION DISK WAS BRAZED TO THE END OF AN 8 FOOT LENGTH OF
 JU3284'2 INCH IRON PIPE AND PLACED DIRECTLY OVER THE ORIGINAL STATION,
 JU3284'LEAVING THE ORIGINAL STATION INTACT.  THE PIPE IS IMBEDED IN
 JU3284'CONCRETE AND WILL EXTEND ABOVE FILL LEVEL 18 INCHES.  A NEW AND
 JU3284'COMPLETE DESCRIPTION FOLLOWS.
 JU3284'
 JU3284'THE STATION IS ON THE PROPERTY OF THE ATLANTIC CITY ELECTRIC
 JU3284'COMPANY, GREENWICH STATION, JUST TO THE WEST OF GIBBSTOWN.  IT
 JU3284'IS 350 FEET NORTHWEST OF THE POWER PLANT, 57 FEET EAST OF THE
 JU3284'APPROXIMATE CENTER OF A ROAD ON TOP OF A DYKE AND 50 FEET
 JU3284'SOUTHEAST OF POWER POLE NO. 222.  IT IS A STANDARD DISK BRAZED
 JU3284'TO THE TOP OF A 2 INCH IRON PIPE WHICH PROJECTS 18 INCHES AND IS
 JU3284'STAMPED DYNAMITE 1933 1962.
 JU3284'
 JU3284'TO REACH THE STATION FROM THE MAIN GATE OF THE E.I. DU PONT
 JU3284'DE NEMOURS POWDER COMPANY IN THE WEST EDGE OF GIBBSTOWN, GO
 JU3284'WESTERLY FOR 0.05 MILE TO A FORK, GO LEFT FOR 0.35 MILE TO A
 JU3284'REVERSE FORK TO THE LEFT, TURN RIGHT AND GO 0.35 MILE TO THE
 JU3284'ATLANTIC CITY ELECTRIC COMPANY POWER PLANT ON THE LEFT AND
 JU3284'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0693 ***********************************************************************
 LY0693  DESIGNATION -  E
 LY0693  PID         -  LY0693
 LY0693  STATE/COUNTY-  NJ/SUSSEX
 LY0693  USGS QUAD   -  FRANKLIN (1971)
 LY0693
 LY0693                         *CURRENT SURVEY CONTROL
 LY0693  ___________________________________________________________________
 LY0693* NAD 83(1986)-  41 07 02.     (N)    074 35 29.     (W)     SCALED    
 LY0693* NAVD 88     -       177.493  (meters)     582.33   (feet)  ADJUSTED  
 LY0693  ___________________________________________________________________
 LY0693  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LY0693  DYNAMIC HT  -         177.416 (meters)     582.07  (feet)  COMP
 LY0693  MODELED GRAV-     980,187.6   (mgal)                       NAVD 88
 LY0693
 LY0693  VERT ORDER  -  FIRST     CLASS II
 LY0693
 LY0693.The horizontal coordinates were scaled from a topographic map and have
 LY0693.an estimated accuracy of +/- 6 seconds.
 LY0693
 LY0693.The orthometric height was determined by differential leveling
 LY0693.and adjusted by the National Geodetic Survey in June 1991..
 LY0693
 LY0693.The geoid height was determined by GEOID03.
 LY0693
 LY0693.The dynamic height is computed by dividing the NAVD 88
 LY0693.geopotential number by the normal gravity value computed on the
 LY0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0693.degrees latitude (g = 980.6199 gals.).
 LY0693
 LY0693.The modeled gravity was interpolated from observed gravity values.
 LY0693
 LY0693;                    North         East    Units  Estimated Accuracy
 LY0693;SPC NJ       -   253,570.      142,330.      MT  (+/- 180 meters Scaled)
 LY0693
 LY0693                          SUPERSEDED SURVEY CONTROL
 LY0693
 LY0693  NGVD 29 (??/??/92)  177.691  (m)          582.97   (f) ADJ UNCH    1 2
 LY0693
 LY0693.Superseded values are not recommended for survey control.
 LY0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0693.See file dsdata.txt to determine how the superseded data were derived.
 LY0693
 LY0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL343518(NAD 83)
 LY0693_MARKER: R = RIVET
 LY0693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0693_SP_SET: CURB
 LY0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0693
 LY0693  HISTORY     - Date     Condition        Report By
 LY0693  HISTORY     - UNK      MONUMENTED       NJZINC
 LY0693  HISTORY     - 1934     GOOD             NGS
 LY0693  HISTORY     - 20060920 MARK NOT FOUND   AASCO
 LY0693
 LY0693                          STATION DESCRIPTION
 LY0693
 LY0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0693'AT FRANKLIN.
 LY0693'AT FRANKLIN, SUSSEX COUNTY, AT THE NORTHWEST CORNER OF THE
 LY0693'INTERSECTION OF EVANS AND MAIN STREETS, 20 FEET WEST OF THE
 LY0693'CENTERLINE OF EVANS STREET, 12 FEET NORTH OF THE CENTERLINE OF
 LY0693'MAIN STREET, AND IN THE TOP OF THE NORTH CURB.  A BRASS RIVET.
 LY0693
 LY0693                          STATION RECOVERY (2006)
 LY0693
 LY0693'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 LY0693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0750 ***********************************************************************
 KV0750  DESIGNATION -  E 1
 KV0750  PID         -  KV0750
 KV0750  STATE/COUNTY-  NJ/MONMOUTH
 KV0750  USGS QUAD   -  KEYPORT (1977)
 KV0750
 KV0750                         *CURRENT SURVEY CONTROL
 KV0750  ___________________________________________________________________
 KV0750* NAD 83(1986)-  40 25 56.     (N)    074 12 00.     (W)     SCALED    
 KV0750* NAVD 88     -        10.731  (meters)      35.21   (feet)  ADJUSTED  
 KV0750  ___________________________________________________________________
 KV0750  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV0750  DYNAMIC HT  -          10.727 (meters)      35.19  (feet)  COMP
 KV0750  MODELED GRAV-     980,222.7   (mgal)                       NAVD 88
 KV0750
 KV0750  VERT ORDER  -  FIRST     CLASS II
 KV0750
 KV0750.The horizontal coordinates were scaled from a topographic map and have
 KV0750.an estimated accuracy of +/- 6 seconds.
 KV0750
 KV0750.The orthometric height was determined by differential leveling
 KV0750.and adjusted by the National Geodetic Survey in June 1991..
 KV0750
 KV0750.The geoid height was determined by GEOID03.
 KV0750
 KV0750.The dynamic height is computed by dividing the NAVD 88
 KV0750.geopotential number by the normal gravity value computed on the
 KV0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0750.degrees latitude (g = 980.6199 gals.).
 KV0750
 KV0750.The modeled gravity was interpolated from observed gravity values.
 KV0750
 KV0750;                    North         East    Units  Estimated Accuracy
 KV0750;SPC NJ       -   177,550.      175,450.      MT  (+/- 180 meters Scaled)
 KV0750
 KV0750                          SUPERSEDED SURVEY CONTROL
 KV0750
 KV0750  NGVD 29 (04/16/92)   10.962  (m)           35.96   (f) ADJUSTED    1 2
 KV0750
 KV0750.Superseded values are not recommended for survey control.
 KV0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0750.See file dsdata.txt to determine how the superseded data were derived.
 KV0750
 KV0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK678760(NAD 83)
 KV0750_MARKER: DB = BENCH MARK DISK
 KV0750_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0750_SP_SET: STONE DOORSILL
 KV0750_STAMPING: 1914 E 1 36.411
 KV0750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0750
 KV0750  HISTORY     - Date     Condition        Report By
 KV0750  HISTORY     - 1914     MONUMENTED       CGS
 KV0750  HISTORY     - 1964     GOOD             CGS
 KV0750  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KV0750
 KV0750                          STATION DESCRIPTION
 KV0750
 KV0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0750'AT KEYPORT.
 KV0750'AT KEYPORT, SET IN THE TOP OF THE NORTHEAST END OF THE STONE DOOR
 KV0750'SILL OF NORTHWEST ENTRANCE TO THE ABANDONED CENTRAL RAILROAD OF
 KV0750'NEW JERSEY STATION, AT THE JUNCTION OF BROAD AND BUTLER STREETS.
 KV0750'THE STEPS ARE CHIPPING BUT THE BENCH MARK IS SOLID.
 KV0750
 KV0750                          STATION RECOVERY (1986)
 KV0750
 KV0750'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0661 ***********************************************************************
 JU0661  DESIGNATION -  E 10 1930
 JU0661  PID         -  JU0661
 JU0661  STATE/COUNTY-  NJ/SALEM
 JU0661  USGS QUAD   -  MARCUS HOOK (1993)
 JU0661
 JU0661                         *CURRENT SURVEY CONTROL
 JU0661  ___________________________________________________________________
 JU0661* NAD 83(1986)-  39 46 29.     (N)    075 24 06.     (W)     SCALED    
 JU0661* NAVD 88     -         1.902  (meters)       6.24   (feet)  POSTED    
 JU0661  ___________________________________________________________________
 JU0661  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU0661  DYNAMIC HT  -           1.900 (meters)       6.23  (feet)  COMP
 JU0661  MODELED GRAV-     980,167.9   (mgal)                       NAVD 88
 JU0661
 JU0661  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0661
 JU0661.The horizontal coordinates were scaled from a topographic map and have
 JU0661.an estimated accuracy of +/- 6 seconds.
 JU0661
 JU0661.The orthometric height was determined by differential leveling
 JU0661.and adjusted by the National Geodetic Survey in 1992..
 JU0661.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0661.rate of 0.0 thru 1.0 mm/km.
 JU0661
 JU0661.The geoid height was determined by GEOID03.
 JU0661
 JU0661.The dynamic height is computed by dividing the NAVD 88
 JU0661.geopotential number by the normal gravity value computed on the
 JU0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0661.degrees latitude (g = 980.6199 gals.).
 JU0661
 JU0661.The modeled gravity was interpolated from observed gravity values.
 JU0661
 JU0661;                    North         East    Units  Estimated Accuracy
 JU0661;SPC NJ       -   104,890.       72,760.      MT  (+/- 180 meters Scaled)
 JU0661
 JU0661                          SUPERSEDED SURVEY CONTROL
 JU0661
 JU0661  NGVD 29 (??/??/??)    2.253  (m)            7.39   (f) ADJUSTED    1 2
 JU0661
 JU0661.Superseded values are not recommended for survey control.
 JU0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0661.See file dsdata.txt to determine how the superseded data were derived.
 JU0661
 JU0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK656028(NAD 83)
 JU0661_MARKER: DB = BENCH MARK DISK
 JU0661_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0661_SP_SET: BRIDGE
 JU0661_STAMPING: 7.392 E 10 1930
 JU0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0661
 JU0661  HISTORY     - Date     Condition        Report By
 JU0661  HISTORY     - 1930     MONUMENTED       CGS
 JU0661  HISTORY     - 1935     GOOD             CGS
 JU0661
 JU0661                          STATION DESCRIPTION
 JU0661
 JU0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0661'AT JUMBO.
 JU0661'AT JUMBO, SALEM COUNTY, ON THE PENNSYLVANIA-READING SEASHORE
 JU0661'LINES, 90 FEET SOUTH OF BRIDGE 23.80, 49.1 FEET SOUTH OF THE
 JU0661'BRIDGE-TENDERS HOUSE, 6.6 FEET WEST OF THE WEST RAIL, AT A BRIDGE
 JU0661'SIGNAL, AND IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 JU0661'BASE.  A STANDARD DISK, STAMPED 7.392 E 10 1930.
 JU0661
 JU0661                          STATION RECOVERY (1935)
 JU0661
 JU0661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 JU0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2230 ***********************************************************************
 JU2230  DESIGNATION -  E 100
 JU2230  PID         -  JU2230
 JU2230  STATE/COUNTY-  NJ/CAMDEN
 JU2230  USGS QUAD   -  CAMDEN (1995)
 JU2230
 JU2230                         *CURRENT SURVEY CONTROL
 JU2230  ___________________________________________________________________
 JU2230* NAD 83(1986)-  39 58 03.     (N)    075 03 56.     (W)     SCALED    
 JU2230* NAVD 88     -         8.041  (meters)      26.38   (feet)  ADJUSTED  
 JU2230  ___________________________________________________________________
 JU2230  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU2230  DYNAMIC HT  -           8.037 (meters)      26.37  (feet)  COMP
 JU2230  MODELED GRAV-     980,188.8   (mgal)                       NAVD 88
 JU2230  OBS GRAVITY -     980,189.6   (mgal)                       GRAV_OBS
 JU2230
 JU2230  VERT ORDER  -  FIRST     CLASS II
 JU2230
 JU2230.The horizontal coordinates were scaled from a topographic map and have
 JU2230.an estimated accuracy of +/- 6 seconds.
 JU2230
 JU2230.The orthometric height was determined by differential leveling
 JU2230.and adjusted by the National Geodetic Survey in June 1991..
 JU2230
 JU2230.The geoid height was determined by GEOID03.
 JU2230
 JU2230.The dynamic height is computed by dividing the NAVD 88
 JU2230.geopotential number by the normal gravity value computed on the
 JU2230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2230.degrees latitude (g = 980.6199 gals.).
 JU2230
 JU2230.The modeled gravity was interpolated from observed gravity values.
 JU2230.The observed gravity was obtained from relative gravimeter ties
 JU2230.to the IGSN71 gravity network.
 JU2230
 JU2230;                    North         East    Units  Estimated Accuracy
 JU2230;SPC NJ       -   126,060.      101,690.      MT  (+/- 180 meters Scaled)
 JU2230
 JU2230                          SUPERSEDED SURVEY CONTROL
 JU2230
 JU2230  NGVD 29 (01/10/92)    8.362  (m)           27.43   (f) ADJUSTED    1 2
 JU2230
 JU2230.Superseded values are not recommended for survey control.
 JU2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2230.See file dsdata.txt to determine how the superseded data were derived.
 JU2230
 JU2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK944241(NAD 83)
 JU2230_MARKER: I = METAL ROD
 JU2230_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2230_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JU2230_STAMPING: E 100 1978
 JU2230_MARK LOGO: NGS   
 JU2230_PROJECTION: RECESSED 10 CENTIMETERS
 JU2230_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU2230+STABILITY: POSITION/ELEVATION WELL
 JU2230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2230+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2000
 JU2230_ROD/PIPE-DEPTH: 9.14 meters
 JU2230_SLEEVE-DEPTH  : 6.10 meters
 JU2230
 JU2230  HISTORY     - Date     Condition        Report By
 JU2230  HISTORY     - 1978     MONUMENTED       NGS
 JU2230  HISTORY     - 1979     GOOD             NGS
 JU2230  HISTORY     - 19900614 GOOD             NJGS
 JU2230  HISTORY     - 19941120 GOOD             USPSQD
 JU2230  HISTORY     - 20000706 GOOD             NJGS
 JU2230
 JU2230                          STATION DESCRIPTION
 JU2230
 JU2230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2230'IN PENNSAUKEN.
 JU2230'0.7 MILE SOUTHWESTERLY ALONG RIVER ROAD FROM THE PENN CENTRAL
 JU2230'RAILROAD OVERPASS, SET ON THE GROUNDS OF THE PENNSAUKEN TOWNSHIP
 JU2230'SWIMMING POOL, 30 FEET SOUTHEAST OF THE CENTER LINE OF RIVER ROAD,
 JU2230'25 FEET SOUTHWEST OF A FIRE HYDRANT, 2 FEET SOUTHEAST OF POWER POLE
 JU2230'AND STREET LIGHT POLE PS 4635PS, AND ABOUT 75 FEET NORTHWEST OF A
 JU2230'FENCE SURROUNDING THE POOL AREA. THIS BENCH MARK HAS BEEN DESIGNATED
 JU2230'A BASIC NET A LEVEL LINE JUNCTION MARK.
 JU2230'THE MARK IS 1 FT ABOVE ROAD.
 JU2230
 JU2230                          STATION RECOVERY (1990)
 JU2230
 JU2230'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 JU2230'RECOVERED AS DESCRIBED.
 JU2230
 JU2230                          STATION RECOVERY (1994)
 JU2230
 JU2230'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU2230'RECOVERED IN GOOD CONDITION.
 JU2230
 JU2230                          STATION RECOVERY (2000)
 JU2230
 JU2230'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (FAC)
 JU2230'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3411 ***********************************************************************
 KV3411  DESIGNATION -  E 101
 KV3411  PID         -  KV3411
 KV3411  STATE/COUNTY-  NJ/ESSEX
 KV3411  USGS QUAD   -  ORANGE (1981)
 KV3411
 KV3411                         *CURRENT SURVEY CONTROL
 KV3411  ___________________________________________________________________
 KV3411* NAD 83(1986)-  40 46 21.     (N)    074 09 44.     (W)     SCALED    
 KV3411* NAVD 88     -        22.337  (meters)      73.28   (feet)  ADJUSTED  
 KV3411  ___________________________________________________________________
 KV3411  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KV3411  DYNAMIC HT  -          22.328 (meters)      73.25  (feet)  COMP
 KV3411  MODELED GRAV-     980,219.5   (mgal)                       NAVD 88
 KV3411
 KV3411  VERT ORDER  -  FIRST     CLASS II
 KV3411
 KV3411.The horizontal coordinates were scaled from a topographic map and have
 KV3411.an estimated accuracy of +/- 6 seconds.
 KV3411
 KV3411.The orthometric height was determined by differential leveling
 KV3411.and adjusted by the National Geodetic Survey in June 1991..
 KV3411
 KV3411.The geoid height was determined by GEOID03.
 KV3411
 KV3411.The dynamic height is computed by dividing the NAVD 88
 KV3411.geopotential number by the normal gravity value computed on the
 KV3411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3411.degrees latitude (g = 980.6199 gals.).
 KV3411
 KV3411.The modeled gravity was interpolated from observed gravity values.
 KV3411
 KV3411;                    North         East    Units  Estimated Accuracy
 KV3411;SPC NJ       -   215,340.      178,510.      MT  (+/- 180 meters Scaled)
 KV3411
 KV3411                          SUPERSEDED SURVEY CONTROL
 KV3411
 KV3411  NGVD 29 (??/??/??)   22.661  (m)           74.35   (f) ADJUSTED    1 2
 KV3411
 KV3411.Superseded values are not recommended for survey control.
 KV3411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3411.See file dsdata.txt to determine how the superseded data were derived.
 KV3411
 KV3411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL707138(NAD 83)
 KV3411_MARKER: DB = BENCH MARK DISK
 KV3411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV3411_SP_SET: FOUNDATION
 KV3411_STAMPING: E 101 1979
 KV3411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3411
 KV3411  HISTORY     - Date     Condition        Report By
 KV3411  HISTORY     - 1979     MONUMENTED       NGS
 KV3411
 KV3411                          STATION DESCRIPTION
 KV3411
 KV3411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3411'IN NEWARK.
 KV3411'IN NEWARK 1.05 MILES NORTHEAST ALONG BROADWAY FROM THE NORTH STATION
 KV3411'POST OFFICE OF NEWARK AT BROADWAY AND 3RD AVENUE, AT THE JUNCTION OF
 KV3411'BROADWAY AND CARTERET STREET IN THE BASEMENT WINDOW VENT AT THE
 KV3411'SOUTH CORNER OF THE REDEEMER LUTHERAN CHURCH, 27.5 FEET NORTHWEST OF
 KV3411'THE NORTHWEST CURB OF BROADWAY, 18.4 FEET NORTHEAST OF THE NORTHEAST
 KV3411'CURB OF CARTERET STREET, 17.5 FEET SOUTHWEST OF THE CENTER OF THE
 KV3411'MAIN ENTRANCE DOORS OF THE CHURCH, 2 FEET SOUTHWEST OF THE SOUTH
 KV3411'CORNER OF THE CHURCH.
 KV3411'THE MARK IS ABOVE LEVEL WITH BROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3443 ***********************************************************************
 KV3443  DESIGNATION -  E 102
 KV3443  PID         -  KV3443
 KV3443  STATE/COUNTY-  NJ/MORRIS
 KV3443  USGS QUAD   -  POMPTON PLAINS (1995)
 KV3443
 KV3443                         *CURRENT SURVEY CONTROL
 KV3443  ___________________________________________________________________
 KV3443* NAD 83(1986)-  40 59 14.     (N)    074 17 57.     (W)     SCALED    
 KV3443* NAVD 88     -        61.219  (meters)     200.85   (feet)  ADJUSTED  
 KV3443  ___________________________________________________________________
 KV3443  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KV3443  DYNAMIC HT  -          61.194 (meters)     200.77  (feet)  COMP
 KV3443  MODELED GRAV-     980,210.3   (mgal)                       NAVD 88
 KV3443
 KV3443  VERT ORDER  -  FIRST     CLASS II
 KV3443
 KV3443.The horizontal coordinates were scaled from a topographic map and have
 KV3443.an estimated accuracy of +/- 6 seconds.
 KV3443
 KV3443.The orthometric height was determined by differential leveling
 KV3443.and adjusted by the National Geodetic Survey in June 1991..
 KV3443
 KV3443.The geoid height was determined by GEOID03.
 KV3443
 KV3443.The dynamic height is computed by dividing the NAVD 88
 KV3443.geopotential number by the normal gravity value computed on the
 KV3443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3443.degrees latitude (g = 980.6199 gals.).
 KV3443
 KV3443.The modeled gravity was interpolated from observed gravity values.
 KV3443
 KV3443;                    North         East    Units  Estimated Accuracy
 KV3443;SPC NJ       -   239,150.      166,900.      MT  (+/- 180 meters Scaled)
 KV3443
 KV3443                          SUPERSEDED SURVEY CONTROL
 KV3443
 KV3443  NGVD 29 (??/??/??)   61.529  (m)          201.87   (f) ADJUSTED    1 2
 KV3443
 KV3443.Superseded values are not recommended for survey control.
 KV3443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3443.See file dsdata.txt to determine how the superseded data were derived.
 KV3443
 KV3443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL589375(NAD 83)
 KV3443_MARKER: DV = VERTICAL CONTROL DISK
 KV3443_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3443_SP_SET: STAINLESS STEEL ROD
 KV3443_STAMPING: E 102 1979
 KV3443_MARK LOGO: NGS   
 KV3443_PROJECTION: RECESSED 5 CENTIMETERS
 KV3443_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3443+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2004
 KV3443_ROD/PIPE-DEPTH: 8.84 meters
 KV3443
 KV3443  HISTORY     - Date     Condition        Report By
 KV3443  HISTORY     - 1979     MONUMENTED       NGS
 KV3443  HISTORY     - 19940602 GOOD             NJGS
 KV3443  HISTORY     - 20040211 GOOD             INDIV
 KV3443
 KV3443                          STATION DESCRIPTION
 KV3443
 KV3443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3443'IN RIVERDALE.
 KV3443'IN RIVERDALE, 0.1 MILE NORTH ALONG STATE ROUTE ALT 511 (NEWARK
 KV3443'POMPTON TURNPIKE) FROM THE JUNCTION OF STATE ROUTE 23 (AT THE CIRCLE),
 KV3443'THENCE 0.15 MILE EAST ALONG STATE ROUTE 651 (RIVERDALE ROAD) TO THE
 KV3443'MARK ON THE LEFT, BETWEEN 2 POWER POLES A MAJOR POWER LINE CROSSING,
 KV3443'57 FEET NORTH OF THE CENTER LINE OF ROUTE 651, 27 FEET EAST OF THE
 KV3443'EAST RAIL OF THE ERIE LACKAWANNA RAILROAD, 6.5 FEET EAST OF POWER
 KV3443'POLE M117-2, JC275-ARD, 6 FEET WEST OF POWER POLE N118-3, JC275-BRD.
 KV3443'THE MARK IS 1 FT  N FROM A WITNESS POST.
 KV3443'THE MARK IS ABOVE LEVEL WITH ROAD.
 KV3443
 KV3443                          STATION RECOVERY (1994)
 KV3443
 KV3443'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 KV3443'RECOVERED AS DESCRIBED.
 KV3443
 KV3443                          STATION RECOVERY (2004)
 KV3443
 KV3443'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DRA)
 KV3443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2269 ***********************************************************************
 LY2269  DESIGNATION -  E 103
 LY2269  PID         -  LY2269
 LY2269  STATE/COUNTY-  NJ/BERGEN
 LY2269  USGS QUAD   -  RAMSEY (1995)
 LY2269
 LY2269                         *CURRENT SURVEY CONTROL
 LY2269  ___________________________________________________________________
 LY2269* NAD 83(1986)-  41 03 37.     (N)    074 08 27.     (W)     SCALED    
 LY2269* NAVD 88     -       116.500  (meters)     382.22   (feet)  ADJUSTED  
 LY2269  ___________________________________________________________________
 LY2269  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 LY2269  DYNAMIC HT  -         116.453 (meters)     382.06  (feet)  COMP
 LY2269  MODELED GRAV-     980,216.3   (mgal)                       NAVD 88
 LY2269
 LY2269  VERT ORDER  -  FIRST     CLASS II
 LY2269
 LY2269.The horizontal coordinates were scaled from a topographic map and have
 LY2269.an estimated accuracy of +/- 6 seconds.
 LY2269
 LY2269.The orthometric height was determined by differential leveling
 LY2269.and adjusted by the National Geodetic Survey in June 1991..
 LY2269
 LY2269.The geoid height was determined by GEOID03.
 LY2269
 LY2269.The dynamic height is computed by dividing the NAVD 88
 LY2269.geopotential number by the normal gravity value computed on the
 LY2269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2269.degrees latitude (g = 980.6199 gals.).
 LY2269
 LY2269.The modeled gravity was interpolated from observed gravity values.
 LY2269
 LY2269;                    North         East    Units  Estimated Accuracy
 LY2269;SPC NJ       -   247,300.      180,190.      MT  (+/- 180 meters Scaled)
 LY2269
 LY2269                          SUPERSEDED SURVEY CONTROL
 LY2269
 LY2269  NGVD 29 (??/??/92)  116.808  (m)          383.23   (f) ADJ UNCH    1 2
 LY2269
 LY2269.Superseded values are not recommended for survey control.
 LY2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2269.See file dsdata.txt to determine how the superseded data were derived.
 LY2269
 LY2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL721458(NAD 83)
 LY2269_MARKER: DV = VERTICAL CONTROL DISK
 LY2269_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2269_SP_SET: STAINLESS STEEL ROD
 LY2269_STAMPING: E 103 1979
 LY2269_MARK LOGO: NGS   
 LY2269_PROJECTION: FLUSH
 LY2269_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2269_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2269+SATELLITE: SATELLITE OBSERVATIONS - January 31, 1992
 LY2269_ROD/PIPE-DEPTH: 2.74 meters
 LY2269
 LY2269  HISTORY     - Date     Condition        Report By
 LY2269  HISTORY     - 1979     MONUMENTED       NGS
 LY2269  HISTORY     - 19920131 GOOD             NJGS
 LY2269  HISTORY     - 19940814 MARK NOT FOUND   USPSQD
 LY2269
 LY2269                          STATION DESCRIPTION
 LY2269
 LY2269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2269'0.85 MI SOUTH FROM RAMSEY.
 LY2269'0.85 MILE SOUTH ALONG FRANKLIN TURNPIKE FROM THE MAIN ENTRANCE TO
 LY2269'DON BOSCO HIGH SCHOOL, OPPOSITE AND SOUTHWEST OF THE Y-JUNCTION OF
 LY2269'AIRMOUNT AVENUE, ON THE SOUTH SIDE OF A PAVED EXIT FROM FRANKLIN
 LY2269'SQUARE PROFESSIONAL BUILDING SOUTH, 34.0 FEET WEST OF THE CENTER LINE
 LY2269'OF THE TURNPIKE, 44.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 LY2269'BUILDING, 32.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 2-STORY
 LY2269'WOOD HOUSE (69 FRANKLIN TURNPIKE) 12.0 FEET SOUTH OF THE CENTER LINE
 LY2269'OF THE EXIT, 4.0 FEET SOUTHWEST OF POWER POLE 10251.
 LY2269'THE MARK IS ABOVE LEVEL WITH TURNPIKE.
 LY2269
 LY2269                          STATION RECOVERY (1992)
 LY2269
 LY2269'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (RJK)
 LY2269'RECOVERED AS DESCRIBED.
 LY2269
 LY2269                          STATION RECOVERY (1994)
 LY2269
 LY2269'RECOVERY NOTE BY US POWER SQUADRON 1994
 LY2269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0046 ***********************************************************************
 KV0046  DESIGNATION -  E 11
 KV0046  PID         -  KV0046
 KV0046  STATE/COUNTY-  NJ/UNION
 KV0046  USGS QUAD   -  PERTH AMBOY (1981)
 KV0046
 KV0046                         *CURRENT SURVEY CONTROL
 KV0046  ___________________________________________________________________
 KV0046* NAD 83(1986)-  40 37 05.     (N)    074 17 01.     (W)     SCALED    
 KV0046* NAVD 88     -        10.595  (meters)      34.76   (feet)  ADJUSTED  
 KV0046  ___________________________________________________________________
 KV0046  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KV0046  DYNAMIC HT  -          10.590 (meters)      34.74  (feet)  COMP
 KV0046  MODELED GRAV-     980,211.1   (mgal)                       NAVD 88
 KV0046
 KV0046  VERT ORDER  -  FIRST     CLASS I
 KV0046
 KV0046.The horizontal coordinates were scaled from a topographic map and have
 KV0046.an estimated accuracy of +/- 6 seconds.
 KV0046
 KV0046.The orthometric height was determined by differential leveling
 KV0046.and adjusted by the National Geodetic Survey in June 1991..
 KV0046
 KV0046.The geoid height was determined by GEOID03.
 KV0046
 KV0046.The dynamic height is computed by dividing the NAVD 88
 KV0046.geopotential number by the normal gravity value computed on the
 KV0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0046.degrees latitude (g = 980.6199 gals.).
 KV0046
 KV0046.The modeled gravity was interpolated from observed gravity values.
 KV0046
 KV0046;                    North         East    Units  Estimated Accuracy
 KV0046;SPC NJ       -   198,160.      168,310.      MT  (+/- 180 meters Scaled)
 KV0046
 KV0046                          SUPERSEDED SURVEY CONTROL
 KV0046
 KV0046  NGVD 29 (04/16/92)   10.917  (m)           35.82   (f) ADJUSTED    1 1
 KV0046
 KV0046.Superseded values are not recommended for survey control.
 KV0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0046.See file dsdata.txt to determine how the superseded data were derived.
 KV0046
 KV0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK605966(NAD 83)
 KV0046_MARKER: DB = BENCH MARK DISK
 KV0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0046_SP_SET: BUILDING
 KV0046_STAMPING: 35.892 E 11 1933
 KV0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0046
 KV0046  HISTORY     - Date     Condition        Report By
 KV0046  HISTORY     - 1933     MONUMENTED       CGS
 KV0046  HISTORY     - 1950     GOOD             CGS
 KV0046  HISTORY     - 1965     GOOD             CGS
 KV0046  HISTORY     - 1989     GOOD             USPSQD
 KV0046  HISTORY     - 19940630 GOOD             USPSQD
 KV0046
 KV0046                          STATION DESCRIPTION
 KV0046
 KV0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KV0046'AT RAHWAY.
 KV0046'AT RAHWAY, UNION COUNTY, AT THE INTERSECTION OF ST. GEORGES
 KV0046'STREET AND HARRISON AVENUE, IN THE NORTHWEST FACE OF THE
 KV0046'RAHWAY FRANKLIN SCHOOL, 10 FEET SOUTHWEST OF THE MIDDLE OF THE
 KV0046'MAIN ENTRANCE, AND ABOUT 3-1/2 FEET ABOVE THE PORCH.  A
 KV0046'STANDARD DISK, STAMPED 35.892 E 11 1933 AND SET VERTICALLY.
 KV0046
 KV0046                          STATION RECOVERY (1965)
 KV0046
 KV0046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0046'RECOVERED IN GOOD CONDITION.
 KV0046
 KV0046                          STATION RECOVERY (1989)
 KV0046
 KV0046'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0046'RECOVERED IN GOOD CONDITION.
 KV0046
 KV0046                          STATION RECOVERY (1994)
 KV0046
 KV0046'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0132 ***********************************************************************
 KV0132  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0132  DESIGNATION -  E 12 RESET 1957
 KV0132  PID         -  KV0132
 KV0132  STATE/COUNTY-  NJ/BERGEN
 KV0132  USGS QUAD   -  WEEHAWKEN (1995)
 KV0132
 KV0132                         *CURRENT SURVEY CONTROL
 KV0132  ___________________________________________________________________
 KV0132* NAD 83(1986)-  40 50 12.     (N)    074 05 31.     (W)     SCALED    
 KV0132* NAVD 88     -        28.474  (meters)      93.42   (feet)  ADJUSTED  
 KV0132  ___________________________________________________________________
 KV0132  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KV0132  DYNAMIC HT  -          28.463 (meters)      93.38  (feet)  COMP
 KV0132  MODELED GRAV-     980,232.1   (mgal)                       NAVD 88
 KV0132
 KV0132  VERT ORDER  -  FIRST     CLASS II
 KV0132
 KV0132.The horizontal coordinates were scaled from a topographic map and have
 KV0132.an estimated accuracy of +/- 6 seconds.
 KV0132
 KV0132.The orthometric height was determined by differential leveling
 KV0132.and adjusted by the National Geodetic Survey in June 1991..
 KV0132
 KV0132.This Tidal Bench Mark is designated as VM 7434
 KV0132.by the Center for Operational Oceanographic Products and Services.
 KV0132
 KV0132.The geoid height was determined by GEOID03.
 KV0132
 KV0132.The dynamic height is computed by dividing the NAVD 88
 KV0132.geopotential number by the normal gravity value computed on the
 KV0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0132.degrees latitude (g = 980.6199 gals.).
 KV0132
 KV0132.The modeled gravity was interpolated from observed gravity values.
 KV0132
 KV0132;                    North         East    Units  Estimated Accuracy
 KV0132;SPC NJ       -   222,490.      184,410.      MT  (+/- 180 meters Scaled)
 KV0132
 KV0132                          SUPERSEDED SURVEY CONTROL
 KV0132
 KV0132  NGVD 29 (??/??/??)   28.787  (m)           94.45   (f) ADJUSTED    1 2
 KV0132
 KV0132.Superseded values are not recommended for survey control.
 KV0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0132.See file dsdata.txt to determine how the superseded data were derived.
 KV0132
 KV0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL765210(NAD 83)
 KV0132_MARKER: DB = BENCH MARK DISK
 KV0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0132_SP_SET: STONE LEDGE
 KV0132_STAMPING: E 12 RESET 1957
 KV0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0132+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 KV0132
 KV0132  HISTORY     - Date     Condition        Report By
 KV0132  HISTORY     - 1957     MONUMENTED       LOCSUR
 KV0132  HISTORY     - 1979     GOOD             NGS
 KV0132  HISTORY     - 20060513 GOOD             GEOCAC
 KV0132
 KV0132                          STATION DESCRIPTION
 KV0132
 KV0132'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1957
 KV0132'IN CARLSTADT.
 KV0132'AT CARLSTADT, ON HACKENSACK STREET, BETWEEN HOBOKEN AND BROAD
 KV0132'STREETS, AT THE SOUTHEAST END OF SMALL STREET, 30 FEET SOUTHEAST
 KV0132'OF THE CENTERLINE OF HACKENSACK STREET, IN THE FRONT OF THE
 KV0132'NATIONAL COMMUNITY BANK, CARLSTADT BRANCH, IN THE TOP OF A
 KV0132'STONE LEDGE, 2 FEET HIGHER THAN THE SIDEWALK.
 KV0132
 KV0132                          STATION RECOVERY (1979)
 KV0132
 KV0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0132'RECOVERED IN GOOD CONDITION.
 KV0132
 KV0132                          STATION RECOVERY (2006)
 KV0132
 KV0132'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0391 ***********************************************************************
 LY0391  DESIGNATION -  E 13
 LY0391  PID         -  LY0391
 LY0391  STATE/COUNTY-  NJ/PASSAIC
 LY0391  USGS QUAD   -  WANAQUE (1971)
 LY0391
 LY0391                         *CURRENT SURVEY CONTROL
 LY0391  ___________________________________________________________________
 LY0391* NAD 83(1986)-  41 00 09.     (N)    074 18 06.     (W)     SCALED    
 LY0391* NAVD 88     -        67.290  (meters)     220.77   (feet)  ADJUSTED  
 LY0391  ___________________________________________________________________
 LY0391  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 LY0391  DYNAMIC HT  -          67.262 (meters)     220.68  (feet)  COMP
 LY0391  MODELED GRAV-     980,212.5   (mgal)                       NAVD 88
 LY0391
 LY0391  VERT ORDER  -  FIRST     CLASS II
 LY0391
 LY0391.The horizontal coordinates were scaled from a topographic map and have
 LY0391.an estimated accuracy of +/- 6 seconds.
 LY0391
 LY0391.The orthometric height was determined by differential leveling
 LY0391.and adjusted by the National Geodetic Survey in June 1991..
 LY0391
 LY0391.The geoid height was determined by GEOID03.
 LY0391
 LY0391.The dynamic height is computed by dividing the NAVD 88
 LY0391.geopotential number by the normal gravity value computed on the
 LY0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0391.degrees latitude (g = 980.6199 gals.).
 LY0391
 LY0391.The modeled gravity was interpolated from observed gravity values.
 LY0391
 LY0391;                    North         East    Units  Estimated Accuracy
 LY0391;SPC NJ       -   240,840.      166,690.      MT  (+/- 180 meters Scaled)
 LY0391
 LY0391                          SUPERSEDED SURVEY CONTROL
 LY0391
 LY0391  NGVD 29 (??/??/92)   67.600  (m)          221.78   (f) ADJ UNCH    1 2
 LY0391
 LY0391.Superseded values are not recommended for survey control.
 LY0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0391.See file dsdata.txt to determine how the superseded data were derived.
 LY0391
 LY0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL587392(NAD 83)
 LY0391_MARKER: DB = BENCH MARK DISK
 LY0391_SETTING: 66 = SET IN ROCK OUTCROP
 LY0391_SP_SET: ROCK OUTCROP
 LY0391_STAMPING: 221.568 E 13 1942
 LY0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0391+STABILITY: POSITION/ELEVATION WELL
 LY0391
 LY0391  HISTORY     - Date     Condition        Report By
 LY0391  HISTORY     - 1942     MONUMENTED       CGS
 LY0391  HISTORY     - 1942     GOOD             NGS
 LY0391  HISTORY     - 1979     GOOD             NGS
 LY0391  HISTORY     - 20050104 GOOD             INDIV
 LY0391
 LY0391                          STATION DESCRIPTION
 LY0391
 LY0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0391'AT POMPTON JUNCTION.
 LY0391'AT POMPTON JUNCTION, 15 RAILS SOUTHWEST ALONG THE NEW YORK,
 LY0391'SUSQUEHANNA AND WESTERN RAILROAD FROM THE CROSSING OF THE ERIE
 LY0391'RAILROAD, AND 15 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 LY0391'TRACK.  A STANDARD DISK, STAMPED 221.568 E 13 1942 AND SET IN
 LY0391'THE TOP OF A LARGE ROCK OUTCROP, ABOUT 2 FEET HIGHER THAN THE
 LY0391'TOP OF THE RAILS.
 LY0391
 LY0391                          STATION RECOVERY (1979)
 LY0391
 LY0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0391'RECOVERED IN GOOD CONDITION.
 LY0391
 LY0391                          STATION RECOVERY (2005)
 LY0391
 LY0391'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SMG)
 LY0391'DISC IS SLIGTLY DENTED, BUT FIRMLY SET IT ROCK.  RECOMMENDED ACCESS IS
 LY0391'TO PARK AT THE SOUTH END OF MONTCLAIR (DEAD END), SOUTH OF BROAD.
 LY0391'WALK SOUTH ALONG THE SERVICE PATH TO THE RAILROAD, TURN RIGHT (SW) AND
 LY0391'WALK ALONG THE TRACKS.  THE MARKER IS ROUGHLY 300 FT BEYOND THE
 LY0391'RAILROAD INTERSECTION IN THE ONE ROCK OUTCROP ON YOUR RIGHT.  RAILS
 LY0391'ARE NOW WELDED AND DIFFICULT TO COUNT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0726 ***********************************************************************
 LY0726  DESIGNATION -  E 14
 LY0726  PID         -  LY0726
 LY0726  STATE/COUNTY-  NJ/SUSSEX
 LY0726  USGS QUAD   -  PORT JERVIS SOUTH (1983)
 LY0726
 LY0726                         *CURRENT SURVEY CONTROL
 LY0726  ___________________________________________________________________
 LY0726* NAD 83(1986)-  41 19 18.     (N)    074 40 41.     (W)     SCALED    
 LY0726* NAVD 88     -       405.334  (meters)    1329.83   (feet)  ADJUSTED  
 LY0726  ___________________________________________________________________
 LY0726  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LY0726  DYNAMIC HT  -         405.150 (meters)    1329.23  (feet)  COMP
 LY0726  MODELED GRAV-     980,158.8   (mgal)                       NAVD 88
 LY0726
 LY0726  VERT ORDER  -  FIRST     CLASS II
 LY0726
 LY0726.The horizontal coordinates were scaled from a topographic map and have
 LY0726.an estimated accuracy of +/- 6 seconds.
 LY0726
 LY0726.The orthometric height was determined by differential leveling
 LY0726.and adjusted by the National Geodetic Survey in June 1991..
 LY0726
 LY0726.The geoid height was determined by GEOID03.
 LY0726
 LY0726.The dynamic height is computed by dividing the NAVD 88
 LY0726.geopotential number by the normal gravity value computed on the
 LY0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0726.degrees latitude (g = 980.6199 gals.).
 LY0726
 LY0726.The modeled gravity was interpolated from observed gravity values.
 LY0726
 LY0726;                    North         East    Units  Estimated Accuracy
 LY0726;SPC NJ       -   276,280.      135,090.      MT  (+/- 180 meters Scaled)
 LY0726
 LY0726                          SUPERSEDED SURVEY CONTROL
 LY0726
 LY0726  NGVD 29 (??/??/92)  405.500  (m)         1330.38   (f) ADJ UNCH    1 2
 LY0726
 LY0726.Superseded values are not recommended for survey control.
 LY0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0726.See file dsdata.txt to determine how the superseded data were derived.
 LY0726
 LY0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL269745(NAD 83)
 LY0726_MARKER: DB = BENCH MARK DISK
 LY0726_SETTING: 80 = SET IN A BOULDER
 LY0726_SP_SET: BOULDER
 LY0726_STAMPING: 1330.378 E 14 1933
 LY0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0726+STABILITY: SURFACE MOTION
 LY0726
 LY0726  HISTORY     - Date     Condition        Report By
 LY0726  HISTORY     - 1933     MONUMENTED       CGS
 LY0726  HISTORY     - 1934     GOOD             NGS
 LY0726
 LY0726                          STATION DESCRIPTION
 LY0726
 LY0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0726'3.6 MI S FROM PORT JERVIS.
 LY0726'IN SUSSEX COUNTY, NEW JERSEY, 3.6 MILES SOUTH ALONG THE SUSSEX-PORT
 LY0726'JERVIS HIGHWAY FROM PORT JERVIS, ORANGE COUNTY, NEW YORK, AT
 LY0726'THE END OF THE SOUTHERNMOST CURVE PERMITTING SIGHT OF PORT JERVIS,
 LY0726'ABOUT 500 FEET SOUTH OF THE NORTHERN INTERSECTION OF A ROAD
 LY0726'LEADING TO THE EAST SIDE OF A PROPOSED LAKE AND DAM SITE, IN
 LY0726'A ROCKY GROVE, IN THE TOP OF A 4- BY 4-FOOT BOULDER, 30 FEET
 LY0726'WEST OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 LY0726'DISK, STAMPED 1330.378 E 14 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1270 ***********************************************************************
 KV1270  DESIGNATION -  E 15
 KV1270  PID         -  KV1270
 KV1270  STATE/COUNTY-  NJ/MORRIS
 KV1270  USGS QUAD   -  STANHOPE (1981)
 KV1270
 KV1270                         *CURRENT SURVEY CONTROL
 KV1270  ___________________________________________________________________
 KV1270* NAD 83(1986)-  40 53 52.     (N)    074 42 56.     (W)     SCALED    
 KV1270* NAVD 88     -       259.904  (meters)     852.70   (feet)  ADJUSTED  
 KV1270  ___________________________________________________________________
 KV1270  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV1270  DYNAMIC HT  -         259.785 (meters)     852.31  (feet)  COMP
 KV1270  MODELED GRAV-     980,157.5   (mgal)                       NAVD 88
 KV1270
 KV1270  VERT ORDER  -  SECOND    CLASS 0
 KV1270
 KV1270.The horizontal coordinates were scaled from a topographic map and have
 KV1270.an estimated accuracy of +/- 6 seconds.
 KV1270
 KV1270.The orthometric height was determined by differential leveling
 KV1270.and adjusted by the National Geodetic Survey in June 1991..
 KV1270
 KV1270.The geoid height was determined by GEOID03.
 KV1270
 KV1270.The dynamic height is computed by dividing the NAVD 88
 KV1270.geopotential number by the normal gravity value computed on the
 KV1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1270.degrees latitude (g = 980.6199 gals.).
 KV1270
 KV1270.The modeled gravity was interpolated from observed gravity values.
 KV1270
 KV1270;                    North         East    Units  Estimated Accuracy
 KV1270;SPC NJ       -   229,220.      131,840.      MT  (+/- 180 meters Scaled)
 KV1270
 KV1270                          SUPERSEDED SURVEY CONTROL
 KV1270
 KV1270  NGVD 29 (??/??/??)  260.121  (m)          853.41   (f) ADJUSTED    2 0
 KV1270
 KV1270.Superseded values are not recommended for survey control.
 KV1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1270.See file dsdata.txt to determine how the superseded data were derived.
 KV1270
 KV1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL239274(NAD 83)
 KV1270_MARKER: DB = BENCH MARK DISK
 KV1270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1270_SP_SET: CONC FOUNDATION
 KV1270_STAMPING: E 15 1933 853.414
 KV1270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1270
 KV1270  HISTORY     - Date     Condition        Report By
 KV1270  HISTORY     - 1933     MONUMENTED       CGS
 KV1270  HISTORY     - 1942     GOOD             CGS
 KV1270  HISTORY     - 20010411 MARK NOT FOUND   NJGS
 KV1270
 KV1270                          STATION DESCRIPTION
 KV1270
 KV1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1270'0.5 MI W FROM NETCONG.
 KV1270'0.5 MILE WEST ALONG THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 KV1270'FROM THE STATION AT NETCONG, MORRIS COUNTY, AT AN OVERHEAD HIGHWAY
 KV1270'CROSSING, AT THE NORTHEAST CONCRETE PEDESTAL, IN THE TOP OF THE
 KV1270'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION, 4 YARDS NORTH OF THE
 KV1270'NORTH RAIL, AND ABOUT LEVEL WITH THE TRACK.  NOTE-- THE DELAWARE,
 KV1270'LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV1270'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV1270
 KV1270                          STATION RECOVERY (2001)
 KV1270
 KV1270'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV1270'CONSTRUCTION ON ROUTE 80 AND ROUTE 46 HAS HAS CAUSED THE DESTRUCTION
 KV1270'OF THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0946 ***********************************************************************
 KV0946  DESIGNATION -  E 16
 KV0946  PID         -  KV0946
 KV0946  STATE/COUNTY-  NJ/MIDDLESEX
 KV0946  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0946
 KV0946                         *CURRENT SURVEY CONTROL
 KV0946  ___________________________________________________________________
 KV0946* NAD 83(1986)-  40 24 59.     (N)    074 21 41.     (W)     SCALED    
 KV0946* NAVD 88     -         1.808  (meters)       5.93   (feet)  POSTED    
 KV0946  ___________________________________________________________________
 KV0946  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KV0946  DYNAMIC HT  -           1.810 (meters)       5.94  (feet)  COMP
 KV0946  MODELED GRAV-     980,201.6   (mgal)                       NAVD 88
 KV0946
 KV0946  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KV0946
 KV0946.The horizontal coordinates were scaled from a topographic map and have
 KV0946.an estimated accuracy of +/- 6 seconds.
 KV0946
 KV0946.The orthometric height was determined by differential leveling
 KV0946.and adjusted by the National Geodetic Survey in 1992..
 KV0946.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KV0946.rate of 4.1 thru 8.0 mm/km.
 KV0946
 KV0946.The geoid height was determined by GEOID03.
 KV0946
 KV0946.The dynamic height is computed by dividing the NAVD 88
 KV0946.geopotential number by the normal gravity value computed on the
 KV0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0946.degrees latitude (g = 980.6199 gals.).
 KV0946
 KV0946.The modeled gravity was interpolated from observed gravity values.
 KV0946
 KV0946;                    North         East    Units  Estimated Accuracy
 KV0946;SPC NJ       -   175,750.      161,760.      MT  (+/- 180 meters Scaled)
 KV0946
 KV0946                          SUPERSEDED SURVEY CONTROL
 KV0946
 KV0946  NGVD 29 (??/??/??)    2.191  (m)            7.19   (f) ADJUSTED    1 2
 KV0946
 KV0946.Superseded values are not recommended for survey control.
 KV0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0946.See file dsdata.txt to determine how the superseded data were derived.
 KV0946
 KV0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK541741(NAD 83)
 KV0946_MARKER: DB = BENCH MARK DISK
 KV0946_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0946_SP_SET: BRIDGE ABUTMENT
 KV0946_STAMPING: E 16 1933
 KV0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0946
 KV0946  HISTORY     - Date     Condition        Report By
 KV0946  HISTORY     - 1933     MONUMENTED       CGS
 KV0946  HISTORY     - 1952     POOR             CGS
 KV0946
 KV0946                          STATION DESCRIPTION
 KV0946
 KV0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0946'AT OLD BRIDGE.
 KV0946'AT OLD BRIDGE, ABOUT 265 YARDS EAST OF PENNSYLVANIA RAILROAD
 KV0946'STATION, 53 FEET NORTH OF NORTH RAIL OF NORTH TRACK, IN THE
 KV0946'TOP OF THE SOUTH END OF EAST ABUTMENT OF BORDENTOWN ROAD BRIDGE
 KV0946'OVER SOUTH RIVER, 19 FEET SOUTH OF CENTER LINE OF ROAD AND
 KV0946'ABOUT 4 FEET BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1115 ***********************************************************************
 KV1115  DESIGNATION -  E 18
 KV1115  PID         -  KV1115
 KV1115  STATE/COUNTY-  NJ/HUNTERDON
 KV1115  USGS QUAD   -  STOCKTON (1981)
 KV1115
 KV1115                         *CURRENT SURVEY CONTROL
 KV1115  ___________________________________________________________________
 KV1115* NAD 83(1986)-  40 23 16.     (N)    074 57 29.     (W)     SCALED    
 KV1115* NAVD 88     -        23.125  (meters)      75.87   (feet)  ADJUSTED  
 KV1115  ___________________________________________________________________
 KV1115  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KV1115  DYNAMIC HT  -          23.113 (meters)      75.83  (feet)  COMP
 KV1115  MODELED GRAV-     980,148.0   (mgal)                       NAVD 88
 KV1115
 KV1115  VERT ORDER  -  FIRST     CLASS I
 KV1115
 KV1115.The horizontal coordinates were scaled from a topographic map and have
 KV1115.an estimated accuracy of +/- 6 seconds.
 KV1115
 KV1115.The orthometric height was determined by differential leveling
 KV1115.and adjusted by the National Geodetic Survey in June 1991..
 KV1115
 KV1115.The geoid height was determined by GEOID03.
 KV1115
 KV1115.The dynamic height is computed by dividing the NAVD 88
 KV1115.geopotential number by the normal gravity value computed on the
 KV1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1115.degrees latitude (g = 980.6199 gals.).
 KV1115
 KV1115.The modeled gravity was interpolated from observed gravity values.
 KV1115
 KV1115;                    North         East    Units  Estimated Accuracy
 KV1115;SPC NJ       -   172,670.      111,110.      MT  (+/- 180 meters Scaled)
 KV1115
 KV1115                          SUPERSEDED SURVEY CONTROL
 KV1115
 KV1115  NGVD 29 (01/10/92)   23.396  (m)           76.76   (f) ADJUSTED    1 1
 KV1115
 KV1115.Superseded values are not recommended for survey control.
 KV1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1115.See file dsdata.txt to determine how the superseded data were derived.
 KV1115
 KV1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK035707(NAD 83)
 KV1115_MARKER: DB = BENCH MARK DISK
 KV1115_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1115_SP_SET: CULVERT HEADWALL
 KV1115_STAMPING: E 18 1935
 KV1115_MARK LOGO: CGS   
 KV1115_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1115+STABILITY: SURFACE MOTION
 KV1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1115+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1995
 KV1115
 KV1115  HISTORY     - Date     Condition        Report By
 KV1115  HISTORY     - 1935     MONUMENTED       CGS
 KV1115  HISTORY     - 1956     GOOD             CGS
 KV1115  HISTORY     - 1975     GOOD             BAKER
 KV1115  HISTORY     - 19881101 GOOD             NJGS
 KV1115  HISTORY     - 19951204 GOOD             NJGS
 KV1115  HISTORY     - 19970126 GOOD             USPSQD
 KV1115
 KV1115                          STATION DESCRIPTION
 KV1115
 KV1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1115'1.8 MI NW FROM LAMBERTVILLE.
 KV1115'1.8 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV1115'STATION AT LAMBERTVILLE, ON TOP OF THE NORTHWEST END OF THE
 KV1115'SOUTHWEST HEADWALL OF AN 8-BY-8-FOOT BOX TUPE CULVERT UNDER
 KV1115'STATE HIGHWAY 29, 13.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 KV1115'HIGHWAY, 1.4 FOOT SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL
 KV1115'AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- 13.8 FT SHOULD
 KV1115'BE CHANGED TO 14.8 FT SW OF (OF 74 REPORT) ADDITION-BRIDGE
 KV1115'BUILT-1923 433 FT. S. OF RR CROSSING RT. 29
 KV1115
 KV1115                          STATION RECOVERY (1975)
 KV1115
 KV1115'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 KV1115'RECOVERED IN GOOD CONDITION.
 KV1115
 KV1115                          STATION RECOVERY (1988)
 KV1115
 KV1115'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1115'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1115'2.88 KM (1.80 MI) NORTHWEST ALONG THE OLD RAILROAD GRADE FROM THE
 KV1115'FORMER STATION AT LAMBERTVILLE, 1.75 KM (1.10 MI) SOUTHEAST FROM THE
 KV1115'FORMER RAILROAD STATION AT STOCKTON, ON TOP OF THE NORTHWEST END OF
 KV1115'THE SOUTHWEST HEADWALL OF AN 8 FOOT BY 8 FOOT BOX CULVERT NUMBER 1007
 KV1115'154, MILE POST 20.58, UNDER STATE ROUTE 29. 4.4 M (14.4 FT) SOUTHWEST
 KV1115'OF THE CENTERLINE OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHEAST OF THE
 KV1115'NORTHWEST END OF THE HEADWALL, 0.6 M (2.0 FT) ABOVE LEVEL OF HIGHWAY.
 KV1115'THE CULVERT IS 132.0 M (433.1 FT) SOUTH OF A RAILROAD SPUR LINE TO A
 KV1115'ROCK QUARRY.
 KV1115
 KV1115                          STATION RECOVERY (1995)
 KV1115
 KV1115'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 KV1115'RECOVERED AS DESCRIBED.
 KV1115
 KV1115                          STATION RECOVERY (1997)
 KV1115
 KV1115'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV1115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1062 ***********************************************************************
 KV1062  DESIGNATION -  E 19
 KV1062  PID         -  KV1062
 KV1062  STATE/COUNTY-  NJ/HUNTERDON
 KV1062  USGS QUAD   -  HOPEWELL (1977)
 KV1062
 KV1062                         *CURRENT SURVEY CONTROL
 KV1062  ___________________________________________________________________
 KV1062* NAD 83(1986)-  40 29 38.     (N)    074 51 50.     (W)     SCALED    
 KV1062* NAVD 88     -        49.055  (meters)     160.94   (feet)  ADJUSTED  
 KV1062  ___________________________________________________________________
 KV1062  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KV1062  DYNAMIC HT  -          49.032 (meters)     160.87  (feet)  COMP
 KV1062  MODELED GRAV-     980,155.6   (mgal)                       NAVD 88
 KV1062
 KV1062  VERT ORDER  -  SECOND    CLASS 0
 KV1062
 KV1062.The horizontal coordinates were scaled from a topographic map and have
 KV1062.an estimated accuracy of +/- 6 seconds.
 KV1062
 KV1062.The orthometric height was determined by differential leveling
 KV1062.and adjusted by the National Geodetic Survey in June 1991..
 KV1062
 KV1062.The geoid height was determined by GEOID03.
 KV1062
 KV1062.The dynamic height is computed by dividing the NAVD 88
 KV1062.geopotential number by the normal gravity value computed on the
 KV1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1062.degrees latitude (g = 980.6199 gals.).
 KV1062
 KV1062.The modeled gravity was interpolated from observed gravity values.
 KV1062
 KV1062;                    North         East    Units  Estimated Accuracy
 KV1062;SPC NJ       -   184,410.      119,150.      MT  (+/- 180 meters Scaled)
 KV1062
 KV1062                          SUPERSEDED SURVEY CONTROL
 KV1062
 KV1062  NGVD 29 (??/??/??)   49.298  (m)          161.74   (f) ADJUSTED    2 0
 KV1062
 KV1062.Superseded values are not recommended for survey control.
 KV1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1062.See file dsdata.txt to determine how the superseded data were derived.
 KV1062
 KV1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK115825(NAD 83)
 KV1062_MARKER: DB = BENCH MARK DISK
 KV1062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1062_SP_SET: UNDERPASS
 KV1062_STAMPING: E 19 1935
 KV1062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1062
 KV1062  HISTORY     - Date     Condition        Report By
 KV1062  HISTORY     - 1935     MONUMENTED       CGS
 KV1062  HISTORY     - 1942     GOOD             CGS
 KV1062  HISTORY     - 19950909 GOOD             USPSQD
 KV1062
 KV1062                          STATION DESCRIPTION
 KV1062
 KV1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1062'1.3 MI S FROM FLEMINGTON.
 KV1062'1.3 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE COUNTY
 KV1062'COURTHOUSE AT FLEMINGTON, HUNTERDON COUNTY, AT UNDERPASS 11.11,
 KV1062'AND IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE HEADWALL.
 KV1062
 KV1062                          STATION RECOVERY (1942)
 KV1062
 KV1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 KV1062'RECOVERED IN GOOD CONDITION.
 KV1062
 KV1062                          STATION RECOVERY (1995)
 KV1062
 KV1062'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0952 ***********************************************************************
 KV0952  DESIGNATION -  E 2
 KV0952  PID         -  KV0952
 KV0952  STATE/COUNTY-  NJ/MIDDLESEX
 KV0952  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV0952
 KV0952                         *CURRENT SURVEY CONTROL
 KV0952  ___________________________________________________________________
 KV0952* NAD 83(1986)-  40 23 08.     (N)    074 24 10.     (W)     SCALED    
 KV0952* NAVD 88     -         9.502  (meters)      31.17   (feet)  POSTED    
 KV0952  ___________________________________________________________________
 KV0952  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KV0952  DYNAMIC HT  -           9.500 (meters)      31.17  (feet)  COMP
 KV0952  MODELED GRAV-     980,199.3   (mgal)                       NAVD 88
 KV0952
 KV0952  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KV0952
 KV0952.The horizontal coordinates were scaled from a topographic map and have
 KV0952.an estimated accuracy of +/- 6 seconds.
 KV0952
 KV0952.The orthometric height was determined by differential leveling
 KV0952.and adjusted by the National Geodetic Survey in 1992..
 KV0952.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KV0952.rate of 4.1 thru 8.0 mm/km.
 KV0952
 KV0952.The geoid height was determined by GEOID03.
 KV0952
 KV0952.The dynamic height is computed by dividing the NAVD 88
 KV0952.geopotential number by the normal gravity value computed on the
 KV0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0952.degrees latitude (g = 980.6199 gals.).
 KV0952
 KV0952.The modeled gravity was interpolated from observed gravity values.
 KV0952
 KV0952;                    North         East    Units  Estimated Accuracy
 KV0952;SPC NJ       -   172,330.      158,250.      MT  (+/- 180 meters Scaled)
 KV0952
 KV0952                          SUPERSEDED SURVEY CONTROL
 KV0952
 KV0952  NGVD 29 (??/??/??)    9.859  (m)           32.35   (f) ADJUSTED    1 2
 KV0952
 KV0952.Superseded values are not recommended for survey control.
 KV0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0952.See file dsdata.txt to determine how the superseded data were derived.
 KV0952
 KV0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK506707(NAD 83)
 KV0952_MARKER: DB = BENCH MARK DISK
 KV0952_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0952_SP_SET: CONC BASE
 KV0952_STAMPING: 32.346 E 2 1924
 KV0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0952
 KV0952  HISTORY     - Date     Condition        Report By
 KV0952  HISTORY     - 1924     MONUMENTED       CGS
 KV0952  HISTORY     - 1934     GOOD             CGS
 KV0952
 KV0952                          STATION DESCRIPTION
 KV0952
 KV0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0952'0.8 MI W FROM SPOTSWOOD.
 KV0952'3/4 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KV0952'AT SPOTSWOOD, MIDDLESEX COUNTY, 27 RAILS WEST OF MILEPOST 51-10,
 KV0952'1-3/4 RAILS WEST OF A FARMROAD CROSSING BEHIND THE NORMAN G.
 KV0952'CULVER FARMHOUSE, AT A SEMAPHORE, IN THE TOP OF THE SOUTHEAST
 KV0952'CORNER OF THE CONCRETE BASE, AND 8 FEET SOUTH OF THE SOUTH RAIL.
 KV0952'A STANDARD DISK, STAMPED 32.346 E 2 1924.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0664 ***********************************************************************
 KV0664  DESIGNATION -  E 20
 KV0664  PID         -  KV0664
 KV0664  STATE/COUNTY-  NJ/MORRIS
 KV0664  USGS QUAD   -  CHATHAM (1981)
 KV0664
 KV0664                         *CURRENT SURVEY CONTROL
 KV0664  ___________________________________________________________________
 KV0664* NAD 83(1986)-  40 44 07.     (N)    074 22 47.     (W)     SCALED    
 KV0664* NAVD 88     -        74.166  (meters)     243.33   (feet)  ADJUSTED  
 KV0664  ___________________________________________________________________
 KV0664  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV0664  DYNAMIC HT  -          74.133 (meters)     243.22  (feet)  COMP
 KV0664  MODELED GRAV-     980,189.1   (mgal)                       NAVD 88
 KV0664
 KV0664  VERT ORDER  -  SECOND    CLASS 0
 KV0664
 KV0664.The horizontal coordinates were scaled from a topographic map and have
 KV0664.an estimated accuracy of +/- 6 seconds.
 KV0664
 KV0664.The orthometric height was determined by differential leveling
 KV0664.and adjusted by the National Geodetic Survey in June 1991..
 KV0664
 KV0664.The geoid height was determined by GEOID03.
 KV0664
 KV0664.The dynamic height is computed by dividing the NAVD 88
 KV0664.geopotential number by the normal gravity value computed on the
 KV0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0664.degrees latitude (g = 980.6199 gals.).
 KV0664
 KV0664.The modeled gravity was interpolated from observed gravity values.
 KV0664
 KV0664;                    North         East    Units  Estimated Accuracy
 KV0664;SPC NJ       -   211,160.      160,160.      MT  (+/- 180 meters Scaled)
 KV0664
 KV0664                          SUPERSEDED SURVEY CONTROL
 KV0664
 KV0664  NGVD 29 (??/??/??)   74.461  (m)          244.29   (f) ADJUSTED    2 0
 KV0664
 KV0664.Superseded values are not recommended for survey control.
 KV0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0664.See file dsdata.txt to determine how the superseded data were derived.
 KV0664
 KV0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL523095(NAD 83)
 KV0664_MARKER: DB = BENCH MARK DISK
 KV0664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0664_SP_SET: CULVERT
 KV0664_STAMPING: E 20 1935
 KV0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0664
 KV0664  HISTORY     - Date     Condition        Report By
 KV0664  HISTORY     - 1935     MONUMENTED       CGS
 KV0664  HISTORY     - 1955     MARK NOT FOUND   CGS
 KV0664  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0664  HISTORY     - 1986     MARK NOT FOUND   LOCSUR
 KV0664
 KV0664                          STATION DESCRIPTION
 KV0664
 KV0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KV0664'AT CHATHAM.
 KV0664'AT CHATHAM, MORRIS COUNTY, AT THE SOUTH END OF THE DELAWARE,
 KV0664'LACKAWANNA AND WESTERN RAILROAD FREIGHT STATION, 9 RAILS NORTH
 KV0664'OF MILEPOST 23, AT THE SOUTH CITY LIMITS, IN LINE WITH A POWER
 KV0664'LINE, IN THE TOP OF THE HEADWALL OF A CONCRETE CULVERT WITH
 KV0664'STAIRS, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED E
 KV0664'20 1935.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 KV0664'IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE
 KV0664'ERIE LACKAWANNA RAILROAD.
 KV0664
 KV0664                          STATION RECOVERY (1985)
 KV0664
 KV0664'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0664'MARK NOT FOUND.
 KV0664
 KV0664                          STATION RECOVERY (1986)
 KV0664
 KV0664'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (UNK)
 KV0664'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1611 ***********************************************************************
 KV1611  DESIGNATION -  E 22
 KV1611  PID         -  KV1611
 KV1611  STATE/COUNTY-  NJ/WARREN
 KV1611  USGS QUAD   -  BELVIDERE (1992)
 KV1611
 KV1611                         *CURRENT SURVEY CONTROL
 KV1611  ___________________________________________________________________
 KV1611* NAD 83(1986)-  40 45 50.     (N)    075 02 52.     (W)     SCALED    
 KV1611* NAVD 88     -       312.273  (meters)    1024.52   (feet)  ADJUSTED  
 KV1611  ___________________________________________________________________
 KV1611  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KV1611  DYNAMIC HT  -         312.123 (meters)    1024.02  (feet)  COMP
 KV1611  MODELED GRAV-     980,134.4   (mgal)                       NAVD 88
 KV1611
 KV1611  VERT ORDER  -  SECOND    CLASS 0
 KV1611
 KV1611.The horizontal coordinates were scaled from a topographic map and have
 KV1611.an estimated accuracy of +/- 6 seconds.
 KV1611
 KV1611.The orthometric height was determined by differential leveling
 KV1611.and adjusted by the National Geodetic Survey in June 1991..
 KV1611
 KV1611.The geoid height was determined by GEOID03.
 KV1611
 KV1611.The dynamic height is computed by dividing the NAVD 88
 KV1611.geopotential number by the normal gravity value computed on the
 KV1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1611.degrees latitude (g = 980.6199 gals.).
 KV1611
 KV1611.The modeled gravity was interpolated from observed gravity values.
 KV1611
 KV1611;                    North         East    Units  Estimated Accuracy
 KV1611;SPC NJ       -   214,470.      103,750.      MT  (+/- 180 meters Scaled)
 KV1611
 KV1611                          SUPERSEDED SURVEY CONTROL
 KV1611
 KV1611  NGVD 29 (??/??/??)  312.489  (m)         1025.22   (f) ADJUSTED    2 0
 KV1611
 KV1611.Superseded values are not recommended for survey control.
 KV1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1611.See file dsdata.txt to determine how the superseded data were derived.
 KV1611
 KV1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL959125(NAD 83)
 KV1611_MARKER: DB = BENCH MARK DISK
 KV1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1611_STAMPING: E 22 1942
 KV1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1611+STABILITY: SURFACE MOTION
 KV1611
 KV1611  HISTORY     - Date     Condition        Report By
 KV1611  HISTORY     - 1942     MONUMENTED       CGS
 KV1611  HISTORY     - 19950119 MARK NOT FOUND   NJGS
 KV1611
 KV1611                          STATION DESCRIPTION
 KV1611
 KV1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1611'1.4 MI W FROM WASHINGTON.
 KV1611'1.4 MILES WEST ALONG STATE HIGHWAY 24 FROM THE UNDERPASS AT
 KV1611'WASHINGTON, WARREN COUNTY, THENCE ABOUT 3.4 MILE NORTHWEST
 KV1611'ALONG A MACADAM ROAD, 42 FEET EAST OF AN 18-INCH IRON PIPE
 KV1611'CULVERT, 32.1 FEET NORTHWEST OF A FENCE, 29.3 FEET SOUTHEAST
 KV1611'OF THE CENTER LINE OF THE ROAD, 14.2 FEET NORTHEAST OF THE
 KV1611'CENTER LINE OF A DIRT ROAD LEADING TO A CULTIVATED FIELD, AND
 KV1611'ABOUT 5 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 KV1611'E 22 1942 AND SET IN THE TOP OF A CONCRETE POST.
 KV1611
 KV1611                          STATION RECOVERY (1995)
 KV1611
 KV1611'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1611'THE STATION WAS NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1596 ***********************************************************************
 KV1596  DESIGNATION -  E 23
 KV1596  PID         -  KV1596
 KV1596  STATE/COUNTY-  NJ/WARREN
 KV1596  USGS QUAD   -  BELVIDERE (1992)
 KV1596
 KV1596                         *CURRENT SURVEY CONTROL
 KV1596  ___________________________________________________________________
 KV1596* NAD 83(1986)-  40 49 47.     (N)    075 04 40.     (W)     SCALED    
 KV1596* NAVD 88     -        78.191  (meters)     256.53   (feet)  ADJUSTED  
 KV1596  ___________________________________________________________________
 KV1596  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KV1596  DYNAMIC HT  -          78.156 (meters)     256.42  (feet)  COMP
 KV1596  MODELED GRAV-     980,175.4   (mgal)                       NAVD 88
 KV1596
 KV1596  VERT ORDER  -  SECOND    CLASS 0
 KV1596
 KV1596.The horizontal coordinates were scaled from a topographic map and have
 KV1596.an estimated accuracy of +/- 6 seconds.
 KV1596
 KV1596.The orthometric height was determined by differential leveling
 KV1596.and adjusted by the National Geodetic Survey in June 1991..
 KV1596
 KV1596.The geoid height was determined by GEOID03.
 KV1596
 KV1596.The dynamic height is computed by dividing the NAVD 88
 KV1596.geopotential number by the normal gravity value computed on the
 KV1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1596.degrees latitude (g = 980.6199 gals.).
 KV1596
 KV1596.The modeled gravity was interpolated from observed gravity values.
 KV1596
 KV1596;                    North         East    Units  Estimated Accuracy
 KV1596;SPC NJ       -   221,800.      101,270.      MT  (+/- 180 meters Scaled)
 KV1596
 KV1596                          SUPERSEDED SURVEY CONTROL
 KV1596
 KV1596  NGVD 29 (??/??/??)   78.398  (m)          257.21   (f) ADJUSTED    2 0
 KV1596
 KV1596.Superseded values are not recommended for survey control.
 KV1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1596.See file dsdata.txt to determine how the superseded data were derived.
 KV1596
 KV1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL934198(NAD 83)
 KV1596_MARKER: DB = BENCH MARK DISK
 KV1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1596_STAMPING: E 23 1942
 KV1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1596+STABILITY: SURFACE MOTION
 KV1596
 KV1596  HISTORY     - Date     Condition        Report By
 KV1596  HISTORY     - 1942     MONUMENTED       CGS
 KV1596  HISTORY     - 19950119 MARK NOT FOUND   NJGS
 KV1596  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 KV1596
 KV1596                          STATION DESCRIPTION
 KV1596
 KV1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1596'AT BELVIDERE.
 KV1596'THIS MARK IS AT BELVIDERE, WARREN COUNTY, AT THE INTERSECTION OF
 KV1596'WATER STREET AND MARKET STREET, IN THE SOUTHEAST ANGLE OF
 KV1596'THE INTERSECTION, 24.3 FEET SOUTH OF THE CENTER LINE OF WATER
 KV1596'STREET, 30.1 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KV1596'INTERSECTION, 40.3 FEET EAST OF THE CENTER LINE OF MARKET
 KV1596'STREET, ABOUT LEVEL WITH THE STREET, FLUSH WITH THE GROUND,
 KV1596'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 KV1596
 KV1596                          STATION RECOVERY (1995)
 KV1596
 KV1596'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1596'THE STATION WAS NOT RECOVERED AT THIS TIME.
 KV1596
 KV1596                          STATION RECOVERY (1995)
 KV1596
 KV1596'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1597 ***********************************************************************
 KV1597  DESIGNATION -  E 23 RESET 1946
 KV1597  PID         -  KV1597
 KV1597  STATE/COUNTY-  NJ/WARREN
 KV1597  USGS QUAD   -  BELVIDERE (1992)
 KV1597
 KV1597                         *CURRENT SURVEY CONTROL
 KV1597  ___________________________________________________________________
 KV1597* NAD 83(1986)-  40 49 47.     (N)    075 04 42.     (W)     SCALED    
 KV1597* NAVD 88     -        78.13   (meters)     256.3    (feet)  RESET     
 KV1597  ___________________________________________________________________
 KV1597  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KV1597
 KV1597  VERT ORDER  -  THIRD
 KV1597
 KV1597.The horizontal coordinates were scaled from a topographic map and have
 KV1597.an estimated accuracy of +/- 6 seconds.
 KV1597
 KV1597.The orthometric height was computed from unverified reset data.
 KV1597
 KV1597.The geoid height was determined by GEOID03.
 KV1597
 KV1597;                    North         East    Units  Estimated Accuracy
 KV1597;SPC NJ       -   221,800.      101,220.      MT  (+/- 180 meters Scaled)
 KV1597
 KV1597                          SUPERSEDED SURVEY CONTROL
 KV1597
 KV1597  NGVD 29 (??/??/??)   78.34   (m)          257.0    (f) RESET       3  
 KV1597
 KV1597.Superseded values are not recommended for survey control.
 KV1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1597.See file dsdata.txt to determine how the superseded data were derived.
 KV1597
 KV1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL933198(NAD 83)
 KV1597_MARKER: DB = BENCH MARK DISK
 KV1597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1597_SP_SET: SIDEWALK
 KV1597_STAMPING: E 23 1942 RESET 1946
 KV1597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1597
 KV1597  HISTORY     - Date     Condition        Report By
 KV1597  HISTORY     - 1946     MONUMENTED       CGS
 KV1597  HISTORY     - 19950909 POOR             USPSQD
 KV1597
 KV1597                          STATION DESCRIPTION
 KV1597
 KV1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KV1597'AT BELVIDERE.
 KV1597'AT BELIVIDERE, WARREN COUNTY, AT THE INTERSECTION OF WATER
 KV1597'AND MARKET STREETS, 40.3 FEET EAST OF THE CENTERLINE OF MARKET
 KV1597'STREET, 24.3 FEET SOUTH OF THE CENTERLINE OF WATER STREET, AND
 KV1597'SURROUNDED BY A SIDEWALK.
 KV1597
 KV1597                          STATION RECOVERY (1995)
 KV1597
 KV1597'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1597'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1328 ***********************************************************************
 KV1328  DESIGNATION -  E 24
 KV1328  PID         -  KV1328
 KV1328  STATE/COUNTY-  NJ/MORRIS
 KV1328  USGS QUAD   -  HACKETTSTOWN (1976)
 KV1328
 KV1328                         *CURRENT SURVEY CONTROL
 KV1328  ___________________________________________________________________
 KV1328* NAD 83(1986)-  40 46 22.     (N)    074 48 20.     (W)     SCALED    
 KV1328* NAVD 88     -       161.258  (meters)     529.06   (feet)  ADJUSTED  
 KV1328  ___________________________________________________________________
 KV1328  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KV1328  DYNAMIC HT  -         161.182 (meters)     528.81  (feet)  COMP
 KV1328  MODELED GRAV-     980,152.2   (mgal)                       NAVD 88
 KV1328
 KV1328  VERT ORDER  -  SECOND    CLASS 0
 KV1328
 KV1328.The horizontal coordinates were scaled from a topographic map and have
 KV1328.an estimated accuracy of +/- 6 seconds.
 KV1328
 KV1328.The orthometric height was determined by differential leveling
 KV1328.and adjusted by the National Geodetic Survey in June 1991..
 KV1328
 KV1328.The geoid height was determined by GEOID03.
 KV1328
 KV1328.The dynamic height is computed by dividing the NAVD 88
 KV1328.geopotential number by the normal gravity value computed on the
 KV1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1328.degrees latitude (g = 980.6199 gals.).
 KV1328
 KV1328.The modeled gravity was interpolated from observed gravity values.
 KV1328
 KV1328;                    North         East    Units  Estimated Accuracy
 KV1328;SPC NJ       -   215,360.      124,210.      MT  (+/- 180 meters Scaled)
 KV1328
 KV1328                          SUPERSEDED SURVEY CONTROL
 KV1328
 KV1328  NGVD 29 (??/??/??)  161.484  (m)          529.80   (f) ADJUSTED    2 0
 KV1328
 KV1328.Superseded values are not recommended for survey control.
 KV1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1328.See file dsdata.txt to determine how the superseded data were derived.
 KV1328
 KV1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL164135(NAD 83)
 KV1328_MARKER: DB = BENCH MARK DISK
 KV1328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1328_SP_SET: STONE OF OVERPASS
 KV1328_STAMPING: E 24 1942
 KV1328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1328+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2006
 KV1328
 KV1328  HISTORY     - Date     Condition        Report By
 KV1328  HISTORY     - 1942     MONUMENTED       CGS
 KV1328  HISTORY     - 20060507 GOOD             GEOCAC
 KV1328
 KV1328                          STATION DESCRIPTION
 KV1328
 KV1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1328'1.4 MI NE FROM MIDDLE VALLEY.
 KV1328'1.4 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 KV1328'FROM THE CROSSING AT MIDDLE VALLEY, MORRIS COUNTY, 17 1/2 RAILS
 KV1328'SOUTHWEST OF MILEPOST 10, AT AN OVERPASS, IN THE MIDDLE OF THE
 KV1328'TOP STONE, 41.2 FEET SOUTHWEST OF A POLE, 37 FEET NORTH OF IRON
 KV1328'POST 255, 5.9 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK,
 KV1328'AND ABOUT 1.5 FEET LOWER THEN THE TRACK.
 KV1328
 KV1328                          STATION RECOVERY (2006)
 KV1328
 KV1328'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV1328'FOUND AS DESCRIBED.  THIS SECTTION OF THE CENTRAL RAILROAD IS NOW THE
 KV1328'COLUMBIA TRAIL, ATOP THE COLUMBIA PIPELINE.  THE OVERPASS IS A BRIDGE
 KV1328'OVER A STREAM.  THE BRIDGE IS NEW, BUT THE OLD HEADWALLS REMAIN.  THE
 KV1328'STATION IS IN THE TOP STONE ON THE NORTHWEST PART OF THE NORTHEAST
 KV1328'HEADWALL.  HANDHELD GPS COORDINATES N 40 46.390 W 74 48.333.  ABOUT
 KV1328'ONE THIRD OF THE DISK IS MISSING, BUT THE STAMPING E 24 IS STILL
 KV1328'LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1181 ***********************************************************************
 KV1181  DESIGNATION -  E 26
 KV1181  PID         -  KV1181
 KV1181  STATE/COUNTY-  NJ/SOMERSET
 KV1181  USGS QUAD   -  RARITAN (1981)
 KV1181
 KV1181                         *CURRENT SURVEY CONTROL
 KV1181  ___________________________________________________________________
 KV1181* NAD 83(1986)-  40 34 13.     (N)    074 39 09.     (W)     SCALED    
 KV1181* NAVD 88     -        32.178  (meters)     105.57   (feet)  ADJUSTED  
 KV1181  ___________________________________________________________________
 KV1181  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KV1181  DYNAMIC HT  -          32.163 (meters)     105.52  (feet)  COMP
 KV1181  MODELED GRAV-     980,175.2   (mgal)                       NAVD 88
 KV1181
 KV1181  VERT ORDER  -  FIRST     CLASS II
 KV1181
 KV1181.The horizontal coordinates were scaled from a topographic map and have
 KV1181.an estimated accuracy of +/- 6 seconds.
 KV1181
 KV1181.The orthometric height was determined by differential leveling
 KV1181.and adjusted by the National Geodetic Survey in June 1991..
 KV1181
 KV1181.The geoid height was determined by GEOID03.
 KV1181
 KV1181.The dynamic height is computed by dividing the NAVD 88
 KV1181.geopotential number by the normal gravity value computed on the
 KV1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1181.degrees latitude (g = 980.6199 gals.).
 KV1181
 KV1181.The modeled gravity was interpolated from observed gravity values.
 KV1181
 KV1181;                    North         East    Units  Estimated Accuracy
 KV1181;SPC NJ       -   192,840.      137,090.      MT  (+/- 180 meters Scaled)
 KV1181
 KV1181                          SUPERSEDED SURVEY CONTROL
 KV1181
 KV1181  NGVD 29 (??/??/??)   32.447  (m)          106.45   (f) ADJUSTED    1 2
 KV1181
 KV1181.Superseded values are not recommended for survey control.
 KV1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1181.See file dsdata.txt to determine how the superseded data were derived.
 KV1181
 KV1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK294911(NAD 83)
 KV1181_MARKER: DB = BENCH MARK DISK
 KV1181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1181_SP_SET: BRIDGE WALL
 KV1181_STAMPING: E 26 1942
 KV1181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1181
 KV1181  HISTORY     - Date     Condition        Report By
 KV1181  HISTORY     - 1942     MONUMENTED       CGS
 KV1181  HISTORY     - 1955     MARK NOT FOUND   USGS
 KV1181  HISTORY     - 19940507 MARK NOT FOUND   USPSQD
 KV1181
 KV1181                          STATION DESCRIPTION
 KV1181
 KV1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1181'1 MI W FROM RARITAN.
 KV1181'1 MILE WEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE
 KV1181'STATION AT RARITAN, SOMERSET COUNTY, 0.1 MILE EAST OF MILEPOST
 KV1181'37, 6 RAILS EAST OF AUTOMATIC SIGNAL 363, AT BRIDGE 36-88, IN
 KV1181'THE NORTH STONE WALL, AND ABOUT 6 INCHES LOWER THAN THE TRACK.
 KV1181
 KV1181                          STATION RECOVERY (1955)
 KV1181
 KV1181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KV1181'MARK NOT FOUND.
 KV1181
 KV1181                          STATION RECOVERY (1994)
 KV1181
 KV1181'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1361 ***********************************************************************
 KV1361  DESIGNATION -  E 27
 KV1361  PID         -  KV1361
 KV1361  STATE/COUNTY-  NJ/HUNTERDON
 KV1361  USGS QUAD   -  PITTSTOWN (1970)
 KV1361
 KV1361                         *CURRENT SURVEY CONTROL
 KV1361  ___________________________________________________________________
 KV1361* NAD 83(1986)-  40 35 19.     (N)    074 57 04.     (W)     SCALED    
 KV1361* NAVD 88     -       124.125  (meters)     407.23   (feet)  ADJUSTED  
 KV1361  ___________________________________________________________________
 KV1361  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KV1361  DYNAMIC HT  -         124.066 (meters)     407.04  (feet)  COMP
 KV1361  MODELED GRAV-     980,148.7   (mgal)                       NAVD 88
 KV1361
 KV1361  VERT ORDER  -  SECOND    CLASS 0
 KV1361
 KV1361.The horizontal coordinates were scaled from a topographic map and have
 KV1361.an estimated accuracy of +/- 6 seconds.
 KV1361
 KV1361.The orthometric height was determined by differential leveling
 KV1361.and adjusted by the National Geodetic Survey in June 1991..
 KV1361
 KV1361.The geoid height was determined by GEOID03.
 KV1361
 KV1361.The dynamic height is computed by dividing the NAVD 88
 KV1361.geopotential number by the normal gravity value computed on the
 KV1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1361.degrees latitude (g = 980.6199 gals.).
 KV1361
 KV1361.The modeled gravity was interpolated from observed gravity values.
 KV1361
 KV1361;                    North         East    Units  Estimated Accuracy
 KV1361;SPC NJ       -   194,970.      111,810.      MT  (+/- 180 meters Scaled)
 KV1361
 KV1361                          SUPERSEDED SURVEY CONTROL
 KV1361
 KV1361  NGVD 29 (??/??/??)  124.372  (m)          408.04   (f) ADJUSTED    2 0
 KV1361
 KV1361.Superseded values are not recommended for survey control.
 KV1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1361.See file dsdata.txt to determine how the superseded data were derived.
 KV1361
 KV1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK041930(NAD 83)
 KV1361_MARKER: DB = BENCH MARK DISK
 KV1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1361_STAMPING: E 27 1942
 KV1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1361+STABILITY: SURFACE MOTION
 KV1361
 KV1361  HISTORY     - Date     Condition        Report By
 KV1361  HISTORY     - 1942     MONUMENTED       CGS
 KV1361  HISTORY     - 20040411 POOR             GEOCAC
 KV1361
 KV1361                          STATION DESCRIPTION
 KV1361
 KV1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1361'0.6 MI N FROM PITTSTOWN.
 KV1361'0.6 MILE NORTH ALONG STATE HIGHWAY 507 FROM THE JUNCTION OF THE
 KV1361'BLOOMSBURY ROAD AT PITTSTOWN, HUNTERDON COUNTY, IN THE NORTH
 KV1361'ANGLE OF THE INTERSECTION OF A TAR ROAD, AT THE SOUTH CORNER OF THE
 KV1361'YARD OF A 1 1/2 STORY GRAY FARMHOUSE, 7 1/2 FEET NORTHEAST OF
 KV1361'CONCRETE HIGHWAY MARKER FAS18A, 31 FEET NORTHWEST OF THE CENTERLINE
 KV1361'OF THE HIGHWAY, AND 25.5 FEET NORTHEAST OF THE CENTERLINE OF THE
 KV1361'ROAD.
 KV1361
 KV1361                          STATION RECOVERY (2004)
 KV1361
 KV1361'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 KV1361'LOCATION AND CO-ORDINATES CORRECT. IS ABOUT 4 FEET ABOVE THE ROAD
 KV1361'SURFACE. LARGE GOUGE AND MANY SCRATCHES IN MARKER DISC BUT ALL
 KV1361'STAMPING IS LEGIBLE. CONCRETE POST HAS LARGE CHIP IN CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1518 ***********************************************************************
 KV1518  DESIGNATION -  E 28
 KV1518  PID         -  KV1518
 KV1518  STATE/COUNTY-  NJ/WARREN
 KV1518  USGS QUAD   -  EASTON (1994)
 KV1518
 KV1518                         *CURRENT SURVEY CONTROL
 KV1518  ___________________________________________________________________
 KV1518* NAD 83(1986)-  40 39 55.     (N)    075 09 02.     (W)     SCALED    
 KV1518* NAVD 88     -        91.055  (meters)     298.74   (feet)  ADJUSTED  
 KV1518  ___________________________________________________________________
 KV1518  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KV1518  DYNAMIC HT  -          91.012 (meters)     298.60  (feet)  COMP
 KV1518  MODELED GRAV-     980,155.2   (mgal)                       NAVD 88
 KV1518
 KV1518  VERT ORDER  -  FIRST     CLASS II
 KV1518
 KV1518.The horizontal coordinates were scaled from a topographic map and have
 KV1518.an estimated accuracy of +/- 6 seconds.
 KV1518
 KV1518.The orthometric height was determined by differential leveling
 KV1518.and adjusted by the National Geodetic Survey in June 1991..
 KV1518
 KV1518.The geoid height was determined by GEOID03.
 KV1518
 KV1518.The dynamic height is computed by dividing the NAVD 88
 KV1518.geopotential number by the normal gravity value computed on the
 KV1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1518.degrees latitude (g = 980.6199 gals.).
 KV1518
 KV1518.The modeled gravity was interpolated from observed gravity values.
 KV1518
 KV1518;                    North         East    Units  Estimated Accuracy
 KV1518;SPC NJ       -   203,580.       95,000.      MT  (+/- 180 meters Scaled)
 KV1518
 KV1518                          SUPERSEDED SURVEY CONTROL
 KV1518
 KV1518  NGVD 29 (??/??/??)   91.265  (m)          299.43   (f) ADJUSTED    1 2
 KV1518
 KV1518.Superseded values are not recommended for survey control.
 KV1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1518.See file dsdata.txt to determine how the superseded data were derived.
 KV1518
 KV1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL872016(NAD 83)
 KV1518_MARKER: DB = BENCH MARK DISK
 KV1518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1518_SP_SET: MILEPOST
 KV1518_STAMPING: E 28 1942
 KV1518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1518
 KV1518  HISTORY     - Date     Condition        Report By
 KV1518  HISTORY     - 1942     MONUMENTED       CGS
 KV1518  HISTORY     - 1954     GOOD             CGS
 KV1518  HISTORY     - 1954     GOOD             CGS
 KV1518
 KV1518                          STATION DESCRIPTION
 KV1518
 KV1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KV1518'AT ALPHA.
 KV1518'AT VULCANITE, WARREN COUNTY, AT THE CENTRAL RAILROAD OF NEW
 KV1518'JERSEY STATION, IN THE NORTH END OF THE EAST FACE, AT MILEPOST 69,
 KV1518'85 FEET SOUTHWEST OF AUTOMATIC SIGNAL 69.1, AND ABOUT 4 FEET
 KV1518'HIGHER THAN THE TRACK.
 KV1518
 KV1518                          STATION RECOVERY (1954)
 KV1518
 KV1518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KV1518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1693 ***********************************************************************
 KV1693  DESIGNATION -  E 29
 KV1693  PID         -  KV1693
 KV1693  STATE/COUNTY-  NJ/HUNTERDON
 KV1693  USGS QUAD   -  BLOOMSBURY (1970)
 KV1693
 KV1693                         *CURRENT SURVEY CONTROL
 KV1693  ___________________________________________________________________
 KV1693* NAD 83(1986)-  40 38 26.     (N)    075 03 37.     (W)     SCALED    
 KV1693* NAVD 88     -       293.212  (meters)     961.98   (feet)  ADJUSTED  
 KV1693  ___________________________________________________________________
 KV1693  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KV1693  DYNAMIC HT  -         293.070 (meters)     961.51  (feet)  COMP
 KV1693  MODELED GRAV-     980,132.3   (mgal)                       NAVD 88
 KV1693
 KV1693  VERT ORDER  -  FIRST     CLASS II
 KV1693
 KV1693.The horizontal coordinates were scaled from a topographic map and have
 KV1693.an estimated accuracy of +/- 6 seconds.
 KV1693
 KV1693.The orthometric height was determined by differential leveling
 KV1693.and adjusted by the National Geodetic Survey in June 1991..
 KV1693.WARNING-Repeat measurements at this control monument indicate possible
 KV1693.vertical movement.
 KV1693
 KV1693.The geoid height was determined by GEOID03.
 KV1693
 KV1693.The dynamic height is computed by dividing the NAVD 88
 KV1693.geopotential number by the normal gravity value computed on the
 KV1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1693.degrees latitude (g = 980.6199 gals.).
 KV1693
 KV1693.The modeled gravity was interpolated from observed gravity values.
 KV1693
 KV1693;                    North         East    Units  Estimated Accuracy
 KV1693;SPC NJ       -   200,790.      102,610.      MT  (+/- 180 meters Scaled)
 KV1693
 KV1693                          SUPERSEDED SURVEY CONTROL
 KV1693
 KV1693  NGVD 29 (01/10/92)  293.435  (m)          962.71   (f) ADJUSTED    1 2
 KV1693
 KV1693.Superseded values are not recommended for survey control.
 KV1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1693.See file dsdata.txt to determine how the superseded data were derived.
 KV1693
 KV1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK949988(NAD 83)
 KV1693_MARKER: DB = BENCH MARK DISK
 KV1693_SETTING: 0 = UNSPECIFIED SETTING
 KV1693_STAMPING: E 29 1942
 KV1693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1693
 KV1693  HISTORY     - Date     Condition        Report By
 KV1693  HISTORY     - 1942     MONUMENTED       CGS
 KV1693  HISTORY     - 1978     POOR             NGS
 KV1693  HISTORY     - 19970126 GOOD             USPSQD
 KV1693
 KV1693                          STATION DESCRIPTION
 KV1693
 KV1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1693'2 MI SE FROM BLOOMSBURY.
 KV1693'2.0 MILES SOUTHEAST ALONG A TAR ROAD FROM THE CENTRAL RAILROAD
 KV1693'OF NEW JERSEY CROSSING AT BLOOMSBURY, HUNTERDON COUNTY, NEAR TWO
 KV1693'SMALL UNPAINTED SHACKS, 29.5 FEET NORTHEAST OF THE CENTERLINE OF
 KV1693'THE ROAD, 6 FEET SOUTH OF POWER-TRANMISSION LINE POLE BE170, 3
 KV1693'FEET SOUTH OF A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE
 KV1693'ROAD.
 KV1693
 KV1693                          STATION RECOVERY (1978)
 KV1693
 KV1693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1693'THE DISK HAS BEEN HIT WITH MOWER BLADE, STILL INTACT.
 KV1693
 KV1693                          STATION RECOVERY (1997)
 KV1693
 KV1693'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV1693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0929 ***********************************************************************
 JU0929  DESIGNATION -  E 3
 JU0929  PID         -  JU0929
 JU0929  STATE/COUNTY-  NJ/CAMDEN
 JU0929  USGS QUAD   -  CAMDEN (1995)
 JU0929
 JU0929                         *CURRENT SURVEY CONTROL
 JU0929  ___________________________________________________________________
 JU0929* NAD 83(1986)-  39 58 41.     (N)    075 03 40.     (W)     SCALED    
 JU0929* NAVD 88     -         7.524  (meters)      24.68   (feet)  ADJUSTED  
 JU0929  ___________________________________________________________________
 JU0929  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU0929  DYNAMIC HT  -           7.521 (meters)      24.68  (feet)  COMP
 JU0929  MODELED GRAV-     980,187.8   (mgal)                       NAVD 88
 JU0929  OBS GRAVITY -     980,188.6   (mgal)                       GRAV_OBS
 JU0929
 JU0929  VERT ORDER  -  FIRST     CLASS I
 JU0929
 JU0929.The horizontal coordinates were scaled from a topographic map and have
 JU0929.an estimated accuracy of +/- 6 seconds.
 JU0929
 JU0929.The orthometric height was determined by differential leveling
 JU0929.and adjusted by the National Geodetic Survey in June 1991..
 JU0929
 JU0929.The geoid height was determined by GEOID03.
 JU0929
 JU0929.The dynamic height is computed by dividing the NAVD 88
 JU0929.geopotential number by the normal gravity value computed on the
 JU0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0929.degrees latitude (g = 980.6199 gals.).
 JU0929
 JU0929.The modeled gravity was interpolated from observed gravity values.
 JU0929.The observed gravity was obtained from relative gravimeter ties
 JU0929.to the IGSN71 gravity network.
 JU0929
 JU0929;                    North         East    Units  Estimated Accuracy
 JU0929;SPC NJ       -   127,230.      102,070.      MT  (+/- 180 meters Scaled)
 JU0929
 JU0929                          SUPERSEDED SURVEY CONTROL
 JU0929
 JU0929  NGVD 29 (01/10/92)    7.845  (m)           25.74   (f) ADJUSTED    1 1
 JU0929
 JU0929.Superseded values are not recommended for survey control.
 JU0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0929.See file dsdata.txt to determine how the superseded data were derived.
 JU0929
 JU0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK947253(NAD 83)
 JU0929_MARKER: DB = BENCH MARK DISK
 JU0929_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0929_SP_SET: STONE MASONRY ABUTMENT
 JU0929_STAMPING: E 3 1924 25.846
 JU0929_MARK LOGO: CGS   
 JU0929_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0929_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0929+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2000
 JU0929
 JU0929  HISTORY     - Date     Condition        Report By
 JU0929  HISTORY     - 1924     MONUMENTED       CGS
 JU0929  HISTORY     - 1963     GOOD             CGS
 JU0929  HISTORY     - 1974     GOOD             NGS
 JU0929  HISTORY     - 1979     GOOD             NGS
 JU0929  HISTORY     - 19950319 GOOD             USPSQD
 JU0929  HISTORY     - 19950824 GOOD             NJGS
 JU0929  HISTORY     - 20000706 GOOD             NJGS
 JU0929
 JU0929                          STATION DESCRIPTION
 JU0929
 JU0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0929'AT DELAIR.
 JU0929'AT DELAIR, ALONG THE PENNSYLVANIA RAILROAD, 10 1/2 RAILS SOUTHWEST
 JU0929'OF SOUTHWEST END OF THE STATION, AT A LARGE RAILROAD UNDERPASS
 JU0929'UNDER TRACK LEADING NORTHEAST AND ACROSS DELAWARE RIVER, SET ON
 JU0929'TOP OF THE NORTHEAST END OF THE BOTTOM STONE OF THE SOUTHEAST
 JU0929'ABUTMENT SUPPORTING OVERHEAD TRACK, 40.6 FEET SOUTHEAST OF
 JU0929'SOUTHEAST RAIL, AND ABOUT 1 FOOT ABOVE LEVEL OF TRACK.
 JU0929
 JU0929                          STATION RECOVERY (1974)
 JU0929
 JU0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JU0929'RECOVERED IN GOOD CONDITION.
 JU0929
 JU0929                          STATION RECOVERY (1979)
 JU0929
 JU0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0929'THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL LINE JUNCTION
 JU0929'MARK.
 JU0929
 JU0929                          STATION RECOVERY (1995)
 JU0929
 JU0929'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0929'RECOVERED IN GOOD CONDITION.
 JU0929
 JU0929                          STATION RECOVERY (1995)
 JU0929
 JU0929'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0929'THE STATION IS LOCATED IN PENNSAUKEN TOWNSHIP.  TO REACH THE STATION
 JU0929'FROM THE INTERSECTION OF RIVER ROAD, COUNTY ROAD 543 AND DEROUSSE
 JU0929'AVENUE IN DELAIR, GO NORTHWEST ON DEROUSSE AVENUE FOR 0.2 MI (0.3 KM)
 JU0929'TO A SET OF TRACKS RUNNING NORTHEAST AND SOUTHWEST AND THE STATION ON
 JU0929'THE LEFT, SET IN THE TOP OF THE SECOND ROW OF STONE BLOCKS OF A STONE
 JU0929'MASONRY ABUTMENT OF A LARGE RAILROAD BRIDGE CARRYING THE RAILROAD OVER
 JU0929'THE DELAWARE RIVER.  THE STATION IS 72.2 M (236.9 FT) SOUTHWEST FROM
 JU0929'THE CENTERLINE OF DEROUSSE AVENUE, 0.25 M (0.82 FT) SOUTHWEST FROM THE
 JU0929'NORTHEAST FACE OF STONE, 7.65 M (25.10 FT) SOUTHWEST FROM POLE NUMBER
 JU0929'PS 7006 PS AND 16.05 M (52.66 FT) SOUTHEAST FROM THE SOUTHEAST RAIL OF
 JU0929'THE SPUR LINE BENEATH THE RAILROAD BRIDGE.
 JU0929
 JU0929                          STATION RECOVERY (2000)
 JU0929
 JU0929'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (FAC)
 JU0929'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1343 ***********************************************************************
 KV1343  DESIGNATION -  E 30
 KV1343  PID         -  KV1343
 KV1343  STATE/COUNTY-  NJ/SOMERSET
 KV1343  USGS QUAD   -  GLADSTONE (1995)
 KV1343
 KV1343                         *CURRENT SURVEY CONTROL
 KV1343  ___________________________________________________________________
 KV1343* NAD 83(1986)-  40 42 47.     (N)    074 42 12.     (W)     SCALED    
 KV1343* NAVD 88     -       101.268  (meters)     332.24   (feet)  ADJUSTED  
 KV1343  ___________________________________________________________________
 KV1343  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KV1343  DYNAMIC HT  -         101.222 (meters)     332.09  (feet)  COMP
 KV1343  MODELED GRAV-     980,177.0   (mgal)                       NAVD 88
 KV1343
 KV1343  VERT ORDER  -  SECOND    CLASS 0
 KV1343
 KV1343.The horizontal coordinates were scaled from a topographic map and have
 KV1343.an estimated accuracy of +/- 6 seconds.
 KV1343
 KV1343.The orthometric height was determined by differential leveling
 KV1343.and adjusted by the National Geodetic Survey in June 1991..
 KV1343
 KV1343.The geoid height was determined by GEOID03.
 KV1343
 KV1343.The dynamic height is computed by dividing the NAVD 88
 KV1343.geopotential number by the normal gravity value computed on the
 KV1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1343.degrees latitude (g = 980.6199 gals.).
 KV1343
 KV1343.The modeled gravity was interpolated from observed gravity values.
 KV1343
 KV1343;                    North         East    Units  Estimated Accuracy
 KV1343;SPC NJ       -   208,710.      132,820.      MT  (+/- 180 meters Scaled)
 KV1343
 KV1343                          SUPERSEDED SURVEY CONTROL
 KV1343
 KV1343  NGVD 29 (??/??/??)  101.510  (m)          333.04   (f) ADJUSTED    2 0
 KV1343
 KV1343.Superseded values are not recommended for survey control.
 KV1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1343.See file dsdata.txt to determine how the superseded data were derived.
 KV1343
 KV1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL250069(NAD 83)
 KV1343_MARKER: DB = BENCH MARK DISK
 KV1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1343_STAMPING: E 30 1942
 KV1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1343+STABILITY: SURFACE MOTION
 KV1343
 KV1343  HISTORY     - Date     Condition        Report By
 KV1343  HISTORY     - 1942     MONUMENTED       CGS
 KV1343  HISTORY     - 19940507 MARK NOT FOUND   USPSQD
 KV1343  HISTORY     - 20050918 GOOD             GEOCAC
 KV1343
 KV1343                          STATION DESCRIPTION
 KV1343
 KV1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1343'1 MI SE FROM POTTERSVILLE.
 KV1343'1.0 MILE SOUTHEAST ALONG A MACADAM ROAD FROM THE POTTERSVILLE
 KV1343'REFORMED CHURCH AT POTTERSVILLE, SOMERSET COUNTY, 74 FEET EAST
 KV1343'OF THE CENTERLINE OF A DIRT ROAD LEADING NORTH, 2.6 FEET EAST OF
 KV1343'POLE BT-83, 24 FEET NORTH OF THE CENTERLINE OF THE MACADAM ROAD,
 KV1343'2 FEET FROM A WHITE WOODEN WITNESS POST PAINTED USBM, AND ABOUT
 KV1343'4 FEET HIGHER THAN THE ROAD.
 KV1343
 KV1343                          STATION RECOVERY (1994)
 KV1343
 KV1343'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1343'MARK NOT FOUND.
 KV1343
 KV1343                          STATION RECOVERY (2005)
 KV1343
 KV1343'RECOVERY NOTE BY GEOCACHING 2005 (JRI)
 KV1343'HANDHELD GPS COORDINATES 40 42 47.5 (N) 74 42 10.2 (W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0848 ***********************************************************************
 LY0848  DESIGNATION -  E 31
 LY0848  PID         -  LY0848
 LY0848  STATE/COUNTY-  NJ/SUSSEX
 LY0848  USGS QUAD   -  UNIONVILLE (1969)
 LY0848
 LY0848                         *CURRENT SURVEY CONTROL
 LY0848  ___________________________________________________________________
 LY0848* NAD 83(1986)-  41 17 59.     (N)    074 34 58.     (W)     SCALED    
 LY0848* NAVD 88     -       201.098  (meters)     659.77   (feet)  ADJUSTED  
 LY0848  ___________________________________________________________________
 LY0848  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LY0848  DYNAMIC HT  -         201.015 (meters)     659.50  (feet)  COMP
 LY0848  MODELED GRAV-     980,204.5   (mgal)                       NAVD 88
 LY0848
 LY0848  VERT ORDER  -  SECOND    CLASS 0
 LY0848
 LY0848.The horizontal coordinates were scaled from a topographic map and have
 LY0848.an estimated accuracy of +/- 6 seconds.
 LY0848
 LY0848.The orthometric height was determined by differential leveling
 LY0848.and adjusted by the National Geodetic Survey in June 1991..
 LY0848
 LY0848.The geoid height was determined by GEOID03.
 LY0848
 LY0848.The dynamic height is computed by dividing the NAVD 88
 LY0848.geopotential number by the normal gravity value computed on the
 LY0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0848.degrees latitude (g = 980.6199 gals.).
 LY0848
 LY0848.The modeled gravity was interpolated from observed gravity values.
 LY0848
 LY0848;                    North         East    Units  Estimated Accuracy
 LY0848;SPC NJ       -   273,830.      143,070.      MT  (+/- 180 meters Scaled)
 LY0848
 LY0848                          SUPERSEDED SURVEY CONTROL
 LY0848
 LY0848  NGVD 29 (??/??/92)  201.294  (m)          660.41   (f) ADJ UNCH    2 0
 LY0848
 LY0848.Superseded values are not recommended for survey control.
 LY0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0848.See file dsdata.txt to determine how the superseded data were derived.
 LY0848
 LY0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL349721(NAD 83)
 LY0848_MARKER: DB = BENCH MARK DISK
 LY0848_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0848_SP_SET: CULVERT
 LY0848_STAMPING: E 31 1942
 LY0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0848
 LY0848  HISTORY     - Date     Condition        Report By
 LY0848  HISTORY     - 1942     MONUMENTED       CGS
 LY0848  HISTORY     - 20060922 MARK NOT FOUND   AASCO
 LY0848
 LY0848                          STATION DESCRIPTION
 LY0848
 LY0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0848'5.8 MI NE FROM COLESVILLE.
 LY0848'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 23 FROM THE POST OFFICE
 LY0848'AT COLESVILLE, SUSSEX COUNTY, THENCE 4.0 MILES NORTHEAST ALONG A
 LY0848'SURFACED ROAD LEADING TO UNIONVILLE, 21 FEET NORTHEAST OF THE
 LY0848'NORTH HEAD WALL OF A 15-INCH IRON CULVERT, 35.5 FEET WEST OF
 LY0848'THE CENTERLINE OF THE FARM ENTRANCE DRIVE LEADING NORTH, 28.5
 LY0848'FEET NORTHWEST OF THE CENTERLINE OF THE MAIN ROAD, AND 1.2 FEET
 LY0848'SOUTHEAST OF A WHITE WOODEN WITNESS POST.
 LY0848
 LY0848                          STATION RECOVERY (2006)
 LY0848
 LY0848'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 LY0848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0493 ***********************************************************************
 LY0493  DESIGNATION -  E 32
 LY0493  PID         -  LY0493
 LY0493  STATE/COUNTY-  NJ/SUSSEX
 LY0493  USGS QUAD   -  WAWAYANDA (1994)
 LY0493
 LY0493                         *CURRENT SURVEY CONTROL
 LY0493  ___________________________________________________________________
 LY0493* NAD 83(1986)-  41 10 39.     (N)    074 28 00.     (W)     SCALED    
 LY0493* NAVD 88     -       377.539  (meters)    1238.64   (feet)  ADJUSTED  
 LY0493  ___________________________________________________________________
 LY0493  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LY0493  DYNAMIC HT  -         377.370 (meters)    1238.09  (feet)  COMP
 LY0493  MODELED GRAV-     980,166.6   (mgal)                       NAVD 88
 LY0493
 LY0493  VERT ORDER  -  SECOND    CLASS 0
 LY0493
 LY0493.The horizontal coordinates were scaled from a topographic map and have
 LY0493.an estimated accuracy of +/- 6 seconds.
 LY0493
 LY0493.The orthometric height was determined by differential leveling
 LY0493.and adjusted by the National Geodetic Survey in June 1991..
 LY0493
 LY0493.The geoid height was determined by GEOID03.
 LY0493
 LY0493.The dynamic height is computed by dividing the NAVD 88
 LY0493.geopotential number by the normal gravity value computed on the
 LY0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0493.degrees latitude (g = 980.6199 gals.).
 LY0493
 LY0493.The modeled gravity was interpolated from observed gravity values.
 LY0493
 LY0493;                    North         East    Units  Estimated Accuracy
 LY0493;SPC NJ       -   260,260.      152,800.      MT  (+/- 180 meters Scaled)
 LY0493
 LY0493                          SUPERSEDED SURVEY CONTROL
 LY0493
 LY0493  NGVD 29 (??/??/92)  377.746  (m)         1239.32   (f) ADJ UNCH    2 0
 LY0493
 LY0493.Superseded values are not recommended for survey control.
 LY0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0493.See file dsdata.txt to determine how the superseded data were derived.
 LY0493
 LY0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL447585(NAD 83)
 LY0493_MARKER: DB = BENCH MARK DISK
 LY0493_SETTING: 66 = SET IN ROCK OUTCROP
 LY0493_SP_SET: ROCK OUTCROP
 LY0493_STAMPING: E 32 1942
 LY0493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0493+STABILITY: POSITION/ELEVATION WELL
 LY0493
 LY0493  HISTORY     - Date     Condition        Report By
 LY0493  HISTORY     - 1942     MONUMENTED       CGS
 LY0493  HISTORY     - 1954     MARK NOT FOUND   USGS
 LY0493  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LY0493
 LY0493                          STATION DESCRIPTION
 LY0493
 LY0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0493'2.2 MI E FROM VERNON.
 LY0493'ABOUT 2.2 MILES EAST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 LY0493'AT VERNON, 430 FEET NORTHEAST OF HIGHLAND LAKES COMMUNITY HOUSE,
 LY0493'66 FEET NORTHWEST OF POLE NO. HL 9, 41 FEET NORTH OF THE CENTER
 LY0493'LINE OF THE ROAD, A STANDARD DISK SET IN A ROCK OUTCROP NORTH
 LY0493'OF A FILL, ABOUT 2.0 FEET LOWER THAN THE ROAD, AND PAINTED B.M.
 LY0493
 LY0493                          STATION RECOVERY (1954)
 LY0493
 LY0493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LY0493'MARK NOT FOUND.
 LY0493
 LY0493                          STATION RECOVERY (1984)
 LY0493
 LY0493'RECOVERY NOTE BY US POWER SQUADRON 1984
 LY0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0456 ***********************************************************************
 LY0456  DESIGNATION -  E 33
 LY0456  PID         -  LY0456
 LY0456  STATE/COUNTY-  NJ/PASSAIC
 LY0456  USGS QUAD   -  WANAQUE (1971)
 LY0456
 LY0456                         *CURRENT SURVEY CONTROL
 LY0456  ___________________________________________________________________
 LY0456* NAD 83(1986)-  41 05 51.     (N)    074 15 56.     (W)     SCALED    
 LY0456* NAVD 88     -       100.779  (meters)     330.64   (feet)  ADJUSTED  
 LY0456  ___________________________________________________________________
 LY0456  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 LY0456  DYNAMIC HT  -         100.738 (meters)     330.50  (feet)  COMP
 LY0456  MODELED GRAV-     980,216.1   (mgal)                       NAVD 88
 LY0456
 LY0456  VERT ORDER  -  SECOND    CLASS 0
 LY0456
 LY0456.The horizontal coordinates were scaled from a topographic map and have
 LY0456.an estimated accuracy of +/- 6 seconds.
 LY0456
 LY0456.The orthometric height was determined by differential leveling
 LY0456.and adjusted by the National Geodetic Survey in June 1991..
 LY0456
 LY0456.The geoid height was determined by GEOID03.
 LY0456
 LY0456.The dynamic height is computed by dividing the NAVD 88
 LY0456.geopotential number by the normal gravity value computed on the
 LY0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0456.degrees latitude (g = 980.6199 gals.).
 LY0456
 LY0456.The modeled gravity was interpolated from observed gravity values.
 LY0456
 LY0456;                    North         East    Units  Estimated Accuracy
 LY0456;SPC NJ       -   251,400.      169,690.      MT  (+/- 180 meters Scaled)
 LY0456
 LY0456                          SUPERSEDED SURVEY CONTROL
 LY0456
 LY0456  NGVD 29 (??/??/92)  101.019  (m)          331.43   (f) ADJ UNCH    2 0
 LY0456
 LY0456.Superseded values are not recommended for survey control.
 LY0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0456.See file dsdata.txt to determine how the superseded data were derived.
 LY0456
 LY0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL616498(NAD 83)
 LY0456_MARKER: DB = BENCH MARK DISK
 LY0456_SETTING: 80 = SET IN A BOULDER
 LY0456_SP_SET: BOULDER
 LY0456_STAMPING: E 33 1942
 LY0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0456+STABILITY: SURFACE MOTION
 LY0456
 LY0456  HISTORY     - Date     Condition        Report By
 LY0456  HISTORY     - 1942     MONUMENTED       CGS
 LY0456  HISTORY     - 19940905 GOOD             USPSQD
 LY0456  HISTORY     - 20060423 GOOD             GEOCAC
 LY0456
 LY0456                          STATION DESCRIPTION
 LY0456
 LY0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0456'2.2 MI S FROM RINGWOOD.
 LY0456'ABOUT 2.2 MILES SOUTH ALONG A BLACK-TOP ROAD FROM THE POST OFFICE
 LY0456'AT RINGWOOD, PASSAIC COUNTY, THENCE ABOUT 1.1 MILES SOUTHEAST
 LY0456'ALONG STATE HIGHWAY 532, 29 FEET NORTHWEST OF THE CENTER LINE OF
 LY0456'THE ROAD, 2.2 FEET SOUTHEAST OF A FENCE, IN THE TOP OF A LARGE
 LY0456'PARTLY-BURIED BOULDER, AND ABOUT 5 FEET HIGHER THAN THE ROAD.
 LY0456'A STANDARD DISK, STAMPED E 33 1942.
 LY0456
 LY0456                          STATION RECOVERY (1994)
 LY0456
 LY0456'RECOVERY NOTE BY US POWER SQUADRON 1994
 LY0456'RECOVERED IN GOOD CONDITION.
 LY0456
 LY0456                          STATION RECOVERY (2006)
 LY0456
 LY0456'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0456'RECOVERED AS DESCRIBED.  HAND-HELD GPS COORDINATES N 41 05 49.3 W 74
 LY0456'15 55.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0836 ***********************************************************************
 LY0836  DESIGNATION -  E 34
 LY0836  PID         -  LY0836
 LY0836  STATE/COUNTY-  NJ/SUSSEX
 LY0836  USGS QUAD   -  BRANCHVILLE (1995)
 LY0836
 LY0836                         *CURRENT SURVEY CONTROL
 LY0836  ___________________________________________________________________
 LY0836* NAD 83(1986)-  41 09 44.     (N)    074 40 27.     (W)     SCALED    
 LY0836* NAVD 88     -       129.684  (meters)     425.47   (feet)  ADJUSTED  
 LY0836  ___________________________________________________________________
 LY0836  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LY0836  DYNAMIC HT  -         129.629 (meters)     425.29  (feet)  COMP
 LY0836  MODELED GRAV-     980,199.2   (mgal)                       NAVD 88
 LY0836
 LY0836  VERT ORDER  -  SECOND    CLASS 0
 LY0836
 LY0836.The horizontal coordinates were scaled from a topographic map and have
 LY0836.an estimated accuracy of +/- 6 seconds.
 LY0836
 LY0836.The orthometric height was determined by differential leveling
 LY0836.and adjusted by the National Geodetic Survey in June 1991..
 LY0836
 LY0836.The geoid height was determined by GEOID03.
 LY0836
 LY0836.The dynamic height is computed by dividing the NAVD 88
 LY0836.geopotential number by the normal gravity value computed on the
 LY0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0836.degrees latitude (g = 980.6199 gals.).
 LY0836
 LY0836.The modeled gravity was interpolated from observed gravity values.
 LY0836
 LY0836;                    North         East    Units  Estimated Accuracy
 LY0836;SPC NJ       -   258,580.      135,380.      MT  (+/- 180 meters Scaled)
 LY0836
 LY0836                          SUPERSEDED SURVEY CONTROL
 LY0836
 LY0836  NGVD 29 (??/??/92)  129.882  (m)          426.12   (f) ADJ UNCH    2 0
 LY0836
 LY0836.Superseded values are not recommended for survey control.
 LY0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0836.See file dsdata.txt to determine how the superseded data were derived.
 LY0836
 LY0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL273568(NAD 83)
 LY0836_MARKER: DB = BENCH MARK DISK
 LY0836_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0836_SP_SET: BRIDGE
 LY0836_STAMPING: E 34 1942
 LY0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0836+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2006
 LY0836
 LY0836  HISTORY     - Date     Condition        Report By
 LY0836  HISTORY     - 1942     MONUMENTED       CGS
 LY0836  HISTORY     - 1973     GOOD             LOCENG
 LY0836  HISTORY     - 20060723 GOOD             GEOCAC
 LY0836
 LY0836                          STATION DESCRIPTION
 LY0836
 LY0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0836'AT PELLETTOWN.
 LY0836'AT PELLETTOWN, ABOUT 125 FEET EAST ALONG THE LEHIGH AND NEW
 LY0836'ENGLAND RAILROAD FROM THE STATION, AT A CONCRETE BRIDGE.  A
 LY0836'STANDARD DISK, SET IN THE TOP OF THE SOUTH END OF THE WEST
 LY0836'ABUTMENT, AND 4.3 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK.
 LY0836'NOTE-- RR TRACKS HAVE BEEN REMOVED.
 LY0836
 LY0836                          STATION RECOVERY (1973)
 LY0836
 LY0836'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 LY0836'RECOVERED IN GOOD CONDITION.
 LY0836
 LY0836                          STATION RECOVERY (2006)
 LY0836
 LY0836'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0836'THE LEHIGH AND NEW ENGLAND RAILROAD IS NOW THE RIGHT-OF-WAY OF THE
 LY0836'ELIZABETHTOWN GAS COMPANY PIPELINE.  FOLLOW RIGHT-OF-WAY EAST FROM THE
 LY0836'INTERSECTION OF ROSS CORNER AND PELLETOWN ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0801 ***********************************************************************
 LY0801  DESIGNATION -  E 35
 LY0801  PID         -  LY0801
 LY0801  STATE/COUNTY-  NJ/SUSSEX
 LY0801  USGS QUAD   -  CULVERS GAP (1997)
 LY0801
 LY0801                         *CURRENT SURVEY CONTROL
 LY0801  ___________________________________________________________________
 LY0801* NAD 83(1986)-  41 10 43.     (N)    074 47 35.     (W)     SCALED    
 LY0801* NAVD 88     -       275.939  (meters)     905.31   (feet)  ADJUSTED  
 LY0801  ___________________________________________________________________
 LY0801  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 LY0801  DYNAMIC HT  -         275.819 (meters)     904.92  (feet)  COMP
 LY0801  MODELED GRAV-     980,179.7   (mgal)                       NAVD 88
 LY0801
 LY0801  VERT ORDER  -  SECOND    CLASS 0
 LY0801
 LY0801.The horizontal coordinates were scaled from a topographic map and have
 LY0801.an estimated accuracy of +/- 6 seconds.
 LY0801
 LY0801.The orthometric height was determined by differential leveling
 LY0801.and adjusted by the National Geodetic Survey in June 1991..
 LY0801
 LY0801.The geoid height was determined by GEOID03.
 LY0801
 LY0801.The dynamic height is computed by dividing the NAVD 88
 LY0801.geopotential number by the normal gravity value computed on the
 LY0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0801.degrees latitude (g = 980.6199 gals.).
 LY0801
 LY0801.The modeled gravity was interpolated from observed gravity values.
 LY0801
 LY0801;                    North         East    Units  Estimated Accuracy
 LY0801;SPC NJ       -   260,420.      125,410.      MT  (+/- 180 meters Scaled)
 LY0801
 LY0801                          SUPERSEDED SURVEY CONTROL
 LY0801
 LY0801  NGVD 29 (??/??/92)  276.127  (m)          905.93   (f) ADJ UNCH    2 0
 LY0801
 LY0801.Superseded values are not recommended for survey control.
 LY0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0801.See file dsdata.txt to determine how the superseded data were derived.
 LY0801
 LY0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL173586(NAD 83)
 LY0801_MARKER: DB = BENCH MARK DISK
 LY0801_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LY0801_SP_SET: BRIDGE HEADWALL
 LY0801_STAMPING: E 35 1942
 LY0801_MARK LOGO: CGS   
 LY0801_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0801+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2006
 LY0801
 LY0801  HISTORY     - Date     Condition        Report By
 LY0801  HISTORY     - 1942     MONUMENTED       CGS
 LY0801  HISTORY     - 19950112 GOOD             NJGS
 LY0801  HISTORY     - 20060408 GOOD             GEOCAC
 LY0801
 LY0801                          STATION DESCRIPTION
 LY0801
 LY0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0801'4 MI SE FROM LAYTON.
 LY0801'2.4 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0801'AT LAYTON, THENCE 1.6 MILES SOUTH ALONG STATE HIGHWAY NO. S 31,
 LY0801'AT A CONCRETE BRIDGE WHICH IS AT THE NORTHEAST END OF KITTATINNY
 LY0801'LAKE.  A STANDARD DISK, SET IN THE TOP OF THE NORTHWEST END
 LY0801'OF THE NORTHEAST HEAD WALL, AND 23 FEET NORTHEAST OF THE CENTER
 LY0801'LINE OF THE HIGHWAY.
 LY0801
 LY0801                          STATION RECOVERY (1995)
 LY0801
 LY0801'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0801'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS
 LY0801'LOCATED AT THE NORTHWEST END OF THE NORTHEAST HEADWALL OF BRIDGE
 LY0801'NUMBER 1912 156, MILEPOINT 120.41.
 LY0801
 LY0801                          STATION RECOVERY (2006)
 LY0801
 LY0801'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0847 ***********************************************************************
 KU0847  DESIGNATION -  E 36
 KU0847  PID         -  KU0847
 KU0847  STATE/COUNTY-  NJ/MONMOUTH
 KU0847  USGS QUAD   -  SANDY HOOK (1981)
 KU0847
 KU0847                         *CURRENT SURVEY CONTROL
 KU0847  ___________________________________________________________________
 KU0847* NAD 83(1986)-  40 24 05.     (N)    073 59 22.     (W)     SCALED    
 KU0847* NAVD 88     -         2.101  (meters)       6.89   (feet)  ADJUSTED  
 KU0847  ___________________________________________________________________
 KU0847  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KU0847  DYNAMIC HT  -           2.100 (meters)       6.89  (feet)  COMP
 KU0847  MODELED GRAV-     980,189.2   (mgal)                       NAVD 88
 KU0847
 KU0847  VERT ORDER  -  FIRST     CLASS II
 KU0847
 KU0847.The horizontal coordinates were scaled from a topographic map and have
 KU0847.an estimated accuracy of +/- 6 seconds.
 KU0847
 KU0847.The orthometric height was determined by differential leveling
 KU0847.and adjusted by the National Geodetic Survey in June 1991..
 KU0847
 KU0847.The geoid height was determined by GEOID03.
 KU0847
 KU0847.The dynamic height is computed by dividing the NAVD 88
 KU0847.geopotential number by the normal gravity value computed on the
 KU0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0847.degrees latitude (g = 980.6199 gals.).
 KU0847
 KU0847.The modeled gravity was interpolated from observed gravity values.
 KU0847
 KU0847;                    North         East    Units  Estimated Accuracy
 KU0847;SPC NJ       -   174,210.      193,340.      MT  (+/- 180 meters Scaled)
 KU0847
 KU0847                          SUPERSEDED SURVEY CONTROL
 KU0847
 KU0847  NGVD 29 (04/16/92)    2.426  (m)            7.96   (f) ADJUSTED    1 2
 KU0847
 KU0847.Superseded values are not recommended for survey control.
 KU0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0847.See file dsdata.txt to determine how the superseded data were derived.
 KU0847
 KU0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK857727(NAD 83)
 KU0847_MARKER: DB = BENCH MARK DISK
 KU0847_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0847_SP_SET: CULVERT
 KU0847_STAMPING: E 36 1952
 KU0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0847
 KU0847  HISTORY     - Date     Condition        Report By
 KU0847  HISTORY     - 1952     MONUMENTED       CGS
 KU0847  HISTORY     - 1964     MARK NOT FOUND   NGS
 KU0847  HISTORY     - 19920728 MARK NOT FOUND   USPSQD
 KU0847
 KU0847                          STATION DESCRIPTION
 KU0847
 KU0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KU0847'0.3 MI W FROM HIGHLANDS.
 KU0847'0.3 MILE WEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 KU0847'THE STATION AT HIGHLANDS, ABOUT 0.4 MILE EAST OF THE STATION
 KU0847'AT WATER WITCH, ABOUT 0.1 MILE WEST OF CROSSING OF MILLER STREET,
 KU0847'ABOUT 40 YARDS EAST OF THE WEST END OF A SIDE TRACK, IN THE
 KU0847'TOP OF THE EAST END OF THE SOUTH HEAD WALL OF A 30-INCH ARCH
 KU0847'CULVERT UNDER THE TRACK, SET BETWEEN THE TRACK AND A GRAVEL
 KU0847'ROAD PARALLEL TO TRACK, 15 FEET SOUTH OF SOUTH RAIL OF MAIN
 KU0847'TRACK, 4 FEET WEST OF EAST END OF HEAD WALL AND ABOUT LEVEL WITH
 KU0847'TRACK.
 KU0847
 KU0847                          STATION RECOVERY (1964)
 KU0847
 KU0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU0847'MARK NOT FOUND.
 KU0847
 KU0847                          STATION RECOVERY (1992)
 KU0847
 KU0847'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0203 ***********************************************************************
 KV0203  DESIGNATION -  E 37
 KV0203  PID         -  KV0203
 KV0203  STATE/COUNTY-  NJ/MIDDLESEX
 KV0203  USGS QUAD   -  PERTH AMBOY (1981)
 KV0203
 KV0203                         *CURRENT SURVEY CONTROL
 KV0203  ___________________________________________________________________
 KV0203* NAD 83(1986)-  40 33 39.     (N)    074 15 18.     (W)     SCALED    
 KV0203* NAVD 88     -         5.861  (meters)      19.23   (feet)  ADJUSTED  
 KV0203  ___________________________________________________________________
 KV0203  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV0203  DYNAMIC HT  -           5.859 (meters)      19.22  (feet)  COMP
 KV0203  MODELED GRAV-     980,217.6   (mgal)                       NAVD 88
 KV0203
 KV0203  VERT ORDER  -  FIRST     CLASS II
 KV0203
 KV0203.The horizontal coordinates were scaled from a topographic map and have
 KV0203.an estimated accuracy of +/- 6 seconds.
 KV0203
 KV0203.The orthometric height was determined by differential leveling
 KV0203.and adjusted by the National Geodetic Survey in June 1991..
 KV0203
 KV0203.The geoid height was determined by GEOID03.
 KV0203
 KV0203.The dynamic height is computed by dividing the NAVD 88
 KV0203.geopotential number by the normal gravity value computed on the
 KV0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0203.degrees latitude (g = 980.6199 gals.).
 KV0203
 KV0203.The modeled gravity was interpolated from observed gravity values.
 KV0203
 KV0203;                    North         East    Units  Estimated Accuracy
 KV0203;SPC NJ       -   191,810.      170,750.      MT  (+/- 180 meters Scaled)
 KV0203
 KV0203                          SUPERSEDED SURVEY CONTROL
 KV0203
 KV0203  NGVD 29 (04/16/92)    6.176  (m)           20.26   (f) ADJUSTED    1 2
 KV0203
 KV0203.Superseded values are not recommended for survey control.
 KV0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0203.See file dsdata.txt to determine how the superseded data were derived.
 KV0203
 KV0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK630902(NAD 83)
 KV0203_MARKER: DB = BENCH MARK DISK
 KV0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0203_STAMPING: E 37 1952
 KV0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0203+STABILITY: SURFACE MOTION
 KV0203
 KV0203  HISTORY     - Date     Condition        Report By
 KV0203  HISTORY     - 1952     MONUMENTED       CGS
 KV0203
 KV0203                          STATION DESCRIPTION
 KV0203
 KV0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0203'2.2 MI N FROM PERTH AMBOY.
 KV0203'ABOUT 2.55 MILES NORTH ALONG STATE AND WEST STREETS FROM
 KV0203'UNDERPASS UNDER OUTER BRIDGE AT PERTH AMBOY, ABOUT 0.2 MILE
 KV0203'SOUTHWEST OF PUBLIC SCHOOL NO. 9, ABOUT 100 YARDS SOUTHEAST OF
 KV0203'CROSSING OF CENTER ONE OF THREE STEEL TOWER POWER TRANSMISSION
 KV0203'LINES, AT THE JUNCTION OF THE NORTHEAST ONE OF TWO STREETS
 KV0203'SOUTHEAST TO SEWAREN GENERATING STATION, 22 1/2 FEET SOUTHEAST
 KV0203'OF CENTER LINE ON WEST STREET, 62 FEET NORTHEAST OF CENTER LINE
 KV0203'OF STREET TO GENERATING STATION, 2 1/2 FEET SOUTHEAST OF A POWER
 KV0203'POLE, ABOUT LEVEL WITH STREET AND SET IN THE TOP OF A CONCRETE
 KV0203'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0276 ***********************************************************************
 KV0276  DESIGNATION -  E 38
 KV0276  PID         -  KV0276
 KV0276  STATE/COUNTY-  NJ/HUDSON
 KV0276  USGS QUAD   -  JERSEY CITY (1981)
 KV0276
 KV0276                         *CURRENT SURVEY CONTROL
 KV0276  ___________________________________________________________________
 KV0276* NAD 83(1986)-  40 43 33.     (N)    074 05 19.     (W)     SCALED    
 KV0276* NAVD 88     -         2.533  (meters)       8.31   (feet)  ADJUSTED  
 KV0276  ___________________________________________________________________
 KV0276  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KV0276  DYNAMIC HT  -           2.532 (meters)       8.31  (feet)  COMP
 KV0276  MODELED GRAV-     980,238.8   (mgal)                       NAVD 88
 KV0276
 KV0276  VERT ORDER  -  FIRST     CLASS I
 KV0276
 KV0276.The horizontal coordinates were scaled from a topographic map and have
 KV0276.an estimated accuracy of +/- 6 seconds.
 KV0276
 KV0276.The orthometric height was determined by differential leveling
 KV0276.and adjusted by the National Geodetic Survey in June 1991..
 KV0276
 KV0276.The geoid height was determined by GEOID03.
 KV0276
 KV0276.The dynamic height is computed by dividing the NAVD 88
 KV0276.geopotential number by the normal gravity value computed on the
 KV0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0276.degrees latitude (g = 980.6199 gals.).
 KV0276
 KV0276.The modeled gravity was interpolated from observed gravity values.
 KV0276
 KV0276;                    North         East    Units  Estimated Accuracy
 KV0276;SPC NJ       -   210,190.      184,750.      MT  (+/- 180 meters Scaled)
 KV0276
 KV0276                          SUPERSEDED SURVEY CONTROL
 KV0276
 KV0276  NGVD 29 (04/16/92)    2.881  (m)            9.45   (f) ADJUSTED    1 1
 KV0276
 KV0276.Superseded values are not recommended for survey control.
 KV0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0276.See file dsdata.txt to determine how the superseded data were derived.
 KV0276
 KV0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL769087(NAD 83)
 KV0276_MARKER: DB = BENCH MARK DISK
 KV0276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0276_SP_SET: ABUTMENT
 KV0276_STAMPING: E 38 1952
 KV0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0276+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2006
 KV0276
 KV0276  HISTORY     - Date     Condition        Report By
 KV0276  HISTORY     - 1952     MONUMENTED       CGS
 KV0276  HISTORY     - 1965     GOOD             CGS
 KV0276  HISTORY     - 20060416 GOOD             GEOCAC
 KV0276
 KV0276                          STATION DESCRIPTION
 KV0276
 KV0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0276'AT JERSEY CITY.
 KV0276'AT JERSEY CITY, ABOUT 0.15 MILE NORTHEAST ALONG STATE HIGHWAYS 25
 KV0276'AND 1 FROM THEIR JUNCTION, ABOUT 100 YARDS NORTHEAST OF THE WEST
 KV0276'BOUND CUT-OFF ON HIGHWAY 25, SET VERTICALLY IN THE NORTHWEST
 KV0276'FACE OF THE SOUTHEAST ABUTMENT OF A PEDESTRAIN CROSSING OVERPASS
 KV0276'OVER HIGHWAY (PEDESTRAIN WALK GOES INTO LINCOLN PARK), 28 FEET
 KV0276'SOUTHEAST OF CENTER LINE OF HIGHWAY, 1 FOOT NORTHEAST OF SOUTHWEST
 KV0276'END OF ABUTMENT AND ABOUT 2 FEET ABOVE GROUND.
 KV0276
 KV0276                          STATION RECOVERY (1965)
 KV0276
 KV0276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0276'RECOVERED IN GOOD CONDITION.
 KV0276
 KV0276                          STATION RECOVERY (2006)
 KV0276
 KV0276'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU0008 ***********************************************************************
 HU0008  DESIGNATION -  E 39
 HU0008  PID         -  HU0008
 HU0008  STATE/COUNTY-  NJ/CAPE MAY
 HU0008  USGS QUAD   -  CAPE MAY (1972)
 HU0008
 HU0008                         *CURRENT SURVEY CONTROL
 HU0008  ___________________________________________________________________
 HU0008* NAD 83(1986)-  38 58 24.     (N)    074 57 08.     (W)     SCALED    
 HU0008* NAVD 88     -         2.276  (meters)       7.47   (feet)  ADJUSTED  
 HU0008  ___________________________________________________________________
 HU0008  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 HU0008  DYNAMIC HT  -           2.275 (meters)       7.46  (feet)  COMP
 HU0008  MODELED GRAV-     980,051.5   (mgal)                       NAVD 88
 HU0008
 HU0008  VERT ORDER  -  FIRST     CLASS II
 HU0008
 HU0008.The horizontal coordinates were scaled from a topographic map and have
 HU0008.an estimated accuracy of +/- 6 seconds.
 HU0008
 HU0008.The orthometric height was determined by differential leveling
 HU0008.and adjusted by the National Geodetic Survey in June 1991..
 HU0008
 HU0008.The geoid height was determined by GEOID03.
 HU0008
 HU0008.The dynamic height is computed by dividing the NAVD 88
 HU0008.geopotential number by the normal gravity value computed on the
 HU0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0008.degrees latitude (g = 980.6199 gals.).
 HU0008
 HU0008.The modeled gravity was interpolated from observed gravity values.
 HU0008
 HU0008;                    North         East    Units  Estimated Accuracy
 HU0008;SPC NJ       -    15,640.      110,820.      MT  (+/- 180 meters Scaled)
 HU0008
 HU0008                          SUPERSEDED SURVEY CONTROL
 HU0008
 HU0008  NGVD 29 (01/10/92)    2.681  (m)            8.80   (f) ADJUSTED    1 2
 HU0008
 HU0008.Superseded values are not recommended for survey control.
 HU0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0008.See file dsdata.txt to determine how the superseded data were derived.
 HU0008
 HU0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ041138(NAD 83)
 HU0008_MARKER: DB = BENCH MARK DISK
 HU0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0008_STAMPING: E 39 1954
 HU0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0008+STABILITY: SURFACE MOTION
 HU0008
 HU0008  HISTORY     - Date     Condition        Report By
 HU0008  HISTORY     - 1954     MONUMENTED       CGS
 HU0008  HISTORY     - 1979     GOOD             NGS
 HU0008  HISTORY     - 20060915 POOR             GEOCAC
 HU0008
 HU0008                          STATION DESCRIPTION
 HU0008
 HU0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HU0008'AT NORTH CAPE MAY.
 HU0008'AT NORTH CAPE MAY, IN THE NORTHEAST CORNER OF THE INTERSECTION OF
 HU0008'LINCOLN AND WILSON STREETS, 53.3 FEET SOUTHWEST OF THE WEST
 HU0008'CORNER OF HOUSE NO. 907, 35 FEET NORTH OF THE CENTER LINE OF
 HU0008'LINCOLN STREET, 26 FEET EAST OF THE CENTER LINE OF WILSON STREET,
 HU0008'18.2 FEET SOUTHWEST OF A YARD LIGHT POST, 5.6 FEET EAST OF POWER
 HU0008'POLE NO. W 19567, 0.7 FOOT WEST OF THE WEST EDGE OF THE SIDEWALK.
 HU0008'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 HU0008'GROUND.
 HU0008
 HU0008                          STATION RECOVERY (1979)
 HU0008
 HU0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HU0008'RECOVERED IN GOOD CONDITION.
 HU0008
 HU0008                          STATION RECOVERY (2006)
 HU0008
 HU0008'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU0008'DISK IS GONE - MONUMENT AND DISK STEM REMAIN IN PLACE. CHANGE POWER
 HU0008'POLE MEASUREMENT TO 2 FEET SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1623 ***********************************************************************
 KU1623  DESIGNATION -  E 40
 KU1623  PID         -  KU1623
 KU1623  STATE/COUNTY-  NJ/BERGEN
 KU1623  USGS QUAD   -  YONKERS (1979)
 KU1623
 KU1623                         *CURRENT SURVEY CONTROL
 KU1623  ___________________________________________________________________
 KU1623* NAD 83(1986)-  40 57 22.     (N)    073 55 15.     (W)     SCALED    
 KU1623* NAVD 88     -       150.494  (meters)     493.75   (feet)  ADJUSTED  
 KU1623  ___________________________________________________________________
 KU1623  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU1623  DYNAMIC HT  -         150.439 (meters)     493.57  (feet)  COMP
 KU1623  MODELED GRAV-     980,258.2   (mgal)                       NAVD 88
 KU1623
 KU1623  VERT ORDER  -  SECOND    CLASS 0
 KU1623
 KU1623.The horizontal coordinates were scaled from a topographic map and have
 KU1623.an estimated accuracy of +/- 6 seconds.
 KU1623
 KU1623.The orthometric height was determined by differential leveling
 KU1623.and adjusted by the National Geodetic Survey in June 1991..
 KU1623
 KU1623.The geoid height was determined by GEOID03.
 KU1623
 KU1623.The dynamic height is computed by dividing the NAVD 88
 KU1623.geopotential number by the normal gravity value computed on the
 KU1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1623.degrees latitude (g = 980.6199 gals.).
 KU1623
 KU1623.The modeled gravity was interpolated from observed gravity values.
 KU1623
 KU1623;                    North         East    Units  Estimated Accuracy
 KU1623;SPC NJ       -   235,840.      198,760.      MT  (+/- 180 meters Scaled)
 KU1623
 KU1623                          SUPERSEDED SURVEY CONTROL
 KU1623
 KU1623  NGVD 29 (??/??/92)  150.803  (m)          494.76   (f) ADJ UNCH    2 0
 KU1623
 KU1623.Superseded values are not recommended for survey control.
 KU1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1623.See file dsdata.txt to determine how the superseded data were derived.
 KU1623
 KU1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL908344(NAD 83)
 KU1623_MARKER: DB = BENCH MARK DISK
 KU1623_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1623_SP_SET: FOUNDATION
 KU1623_STAMPING: E 40 1956
 KU1623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1623
 KU1623  HISTORY     - Date     Condition        Report By
 KU1623  HISTORY     - 1956     MONUMENTED       CGS
 KU1623  HISTORY     - 19950827 MARK NOT FOUND   USPSQD
 KU1623
 KU1623                          STATION DESCRIPTION
 KU1623
 KU1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU1623'0.9 MI NE FROM ALPINE.
 KU1623'0.2 MILE EAST ALONG CLOSTER DOCK ROAD FROM THE ALPINE METHODIST
 KU1623'CHURCH, 0.7 MILE NORTH ALONG U.S. HIGHWAY 9W, AT THE INTERSECTION
 KU1623'OF U.S. HIGHWAY 9W AND ROAD LEADING TO THE YONKERS FERRY, SET
 KU1623'VERTICALLY IN THE WEST FACE OF THE ARCHED CONCRETE FOUNDATION,
 KU1623'OF THE PALISADES PARKWAY BRIDGE OVER YONKERS FERRY ROAD, 1.8
 KU1623'FEET ABOVE THE GROUND AND ON THE SOUTH SIDE OF ROAD.
 KU1623
 KU1623                          STATION RECOVERY (1995)
 KU1623
 KU1623'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU1623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0510 ***********************************************************************
 KV0510  DESIGNATION -  E 41
 KV0510  PID         -  KV0510
 KV0510  STATE/COUNTY-  NJ/BERGEN
 KV0510  USGS QUAD   -  WEEHAWKEN (1995)
 KV0510
 KV0510                         *CURRENT SURVEY CONTROL
 KV0510  ___________________________________________________________________
 KV0510* NAD 83(1986)-  40 51 27.     (N)    074 03 04.     (W)     SCALED    
 KV0510* NAVD 88     -         2.140  (meters)       7.02   (feet)  ADJUSTED  
 KV0510  ___________________________________________________________________
 KV0510  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KV0510  DYNAMIC HT  -           2.139 (meters)       7.02  (feet)  COMP
 KV0510  MODELED GRAV-     980,237.9   (mgal)                       NAVD 88
 KV0510
 KV0510  VERT ORDER  -  SECOND    CLASS 0
 KV0510
 KV0510.The horizontal coordinates were scaled from a topographic map and have
 KV0510.an estimated accuracy of +/- 6 seconds.
 KV0510
 KV0510.The orthometric height was determined by differential leveling
 KV0510.and adjusted by the National Geodetic Survey in June 1991..
 KV0510
 KV0510.The geoid height was determined by GEOID03.
 KV0510
 KV0510.The dynamic height is computed by dividing the NAVD 88
 KV0510.geopotential number by the normal gravity value computed on the
 KV0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0510.degrees latitude (g = 980.6199 gals.).
 KV0510
 KV0510.The modeled gravity was interpolated from observed gravity values.
 KV0510
 KV0510;                    North         East    Units  Estimated Accuracy
 KV0510;SPC NJ       -   224,820.      187,850.      MT  (+/- 180 meters Scaled)
 KV0510
 KV0510                          SUPERSEDED SURVEY CONTROL
 KV0510
 KV0510  NGVD 29 (??/??/??)    2.448  (m)            8.03   (f) ADJUSTED    2 0
 KV0510
 KV0510.Superseded values are not recommended for survey control.
 KV0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0510.See file dsdata.txt to determine how the superseded data were derived.
 KV0510
 KV0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL799233(NAD 83)
 KV0510_MARKER: DB = BENCH MARK DISK
 KV0510_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV0510_SP_SET: CULVERT HEADWALL
 KV0510_STAMPING: E 41 1956
 KV0510_MARK LOGO: CGS   
 KV0510_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0510+STABILITY: SURFACE MOTION
 KV0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0510+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2000
 KV0510
 KV0510  HISTORY     - Date     Condition        Report By
 KV0510  HISTORY     - 1956     MONUMENTED       CGS
 KV0510  HISTORY     - 1974     GOOD             NGS
 KV0510  HISTORY     - 1981     GOOD             USGS
 KV0510  HISTORY     - 19920220 GOOD             NJGS
 KV0510  HISTORY     - 20000407 GOOD             PORANY
 KV0510
 KV0510                          STATION DESCRIPTION
 KV0510
 KV0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0510'AT TETERBORO.
 KV0510'AT TETERBORO, BERGEN COUNTY, 75 YARDS EAST OF THE NORTHEAST
 KV0510'CORNER OF THE TETERBORO AIRPORT, ON TOP OF THE WEST END OF THE
 KV0510'SOUTH CONCRETE HEADWALL OF AN 8- BY 8-FOOT CONCRETE BOX CULVERT
 KV0510'UNDER U.S. HIGHWAY 46, 27 FEET EAST OF THE CENTERLINE OF THE
 KV0510'FIRST ASPHALT STREET LEADING SOUTH ALONG THE EAST SIDE OF THE
 KV0510'TETERBORO AIRPORT, 15 1/2 FEET SOUTH OF THE SOUTH CURB OF U.S.
 KV0510'HIGHWAY 46, AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KV0510
 KV0510                          STATION RECOVERY (1974)
 KV0510
 KV0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0510'RECOVERED IN GOOD CONDITION.
 KV0510
 KV0510                          STATION RECOVERY (1981)
 KV0510
 KV0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 KV0510'RECOVERED IN GOOD CONDITION.
 KV0510
 KV0510                          STATION RECOVERY (1992)
 KV0510
 KV0510'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KV0510'RECOVERED AS DESCRIBED.  THE STATION IS LOCATED IN THE BOROUGH OF
 KV0510'TETERBORO, IN THE SOUTH CONCRETE CULVERT HEADWALL ON THE SOUTH SIDE OF
 KV0510'U.S.  HIGHWAY 46, BETWEEN RIVER ROAD AND FRED WEHRAN DRIVE.
 KV0510
 KV0510                          STATION RECOVERY (2000)
 KV0510
 KV0510'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2000 (SSZ)
 KV0510'THREE WIRE LEVELING INDICATES POSSIBILITY OF SETTLEMENT OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0628 ***********************************************************************
 KV0628  DESIGNATION -  E 53
 KV0628  PID         -  KV0628
 KV0628  STATE/COUNTY-  NJ/MIDDLESEX
 KV0628  USGS QUAD   -  PLAINFIELD (1995)
 KV0628
 KV0628                         *CURRENT SURVEY CONTROL
 KV0628  ___________________________________________________________________
 KV0628* NAD 83(1986)-  40 31 38.     (N)    074 23 09.     (W)     SCALED    
 KV0628* NAVD 88     -        34.750  (meters)     114.01   (feet)  ADJUSTED  
 KV0628  ___________________________________________________________________
 KV0628  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KV0628  DYNAMIC HT  -          34.735 (meters)     113.96  (feet)  COMP
 KV0628  MODELED GRAV-     980,199.5   (mgal)                       NAVD 88
 KV0628
 KV0628  VERT ORDER  -  SECOND    CLASS 0
 KV0628
 KV0628.The horizontal coordinates were scaled from a topographic map and have
 KV0628.an estimated accuracy of +/- 6 seconds.
 KV0628
 KV0628.The orthometric height was determined by differential leveling
 KV0628.and adjusted by the National Geodetic Survey in June 1991..
 KV0628
 KV0628.The geoid height was determined by GEOID03.
 KV0628
 KV0628.The dynamic height is computed by dividing the NAVD 88
 KV0628.geopotential number by the normal gravity value computed on the
 KV0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0628.degrees latitude (g = 980.6199 gals.).
 KV0628
 KV0628.The modeled gravity was interpolated from observed gravity values.
 KV0628
 KV0628;                    North         East    Units  Estimated Accuracy
 KV0628;SPC NJ       -   188,060.      159,670.      MT  (+/- 180 meters Scaled)
 KV0628
 KV0628                          SUPERSEDED SURVEY CONTROL
 KV0628
 KV0628  NGVD 29 (04/16/92)   35.045  (m)          114.98   (f) ADJUSTED    2 0
 KV0628
 KV0628.Superseded values are not recommended for survey control.
 KV0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0628.See file dsdata.txt to determine how the superseded data were derived.
 KV0628
 KV0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK520864(NAD 83)
 KV0628_MARKER: DB = BENCH MARK DISK
 KV0628_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0628_SP_SET: BUILDING
 KV0628_STAMPING: E 53 1961
 KV0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0628+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2003
 KV0628
 KV0628  HISTORY     - Date     Condition        Report By
 KV0628  HISTORY     - 1961     MONUMENTED       CGS
 KV0628  HISTORY     - 1971     GOOD             USGS
 KV0628  HISTORY     - 20030122 GOOD             INDIV
 KV0628
 KV0628                          STATION DESCRIPTION
 KV0628
 KV0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0628'AT EDISON.
 KV0628'ABOUT 100 YARDS SOUTH OF STATE HIGHWAY 27 NEAR THE NORTHWEST CORNER
 KV0628'OF THE W.T. GRANT WAREHOUSE BUILDING AT THE MAIN ENTRANCE TO THE
 KV0628'OFFICE ANNEX, 82.5 FEET SOUTH SOUTHWEST OF THE EAST-WEST DRIVEWAY,
 KV0628'ABOUT TWO FEET ABOVE THE LEVEL OF THE GROUND AND HIDDEN BY BUSHES.
 KV0628'SET IN A DRILL HOLE VERTICAL IN THE BRICK WALL.
 KV0628
 KV0628                          STATION RECOVERY (1971)
 KV0628
 KV0628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KV0628'RECOVERED IN GOOD CONDITION.
 KV0628
 KV0628                          STATION RECOVERY (2003)
 KV0628
 KV0628'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JB)
 KV0628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0890 ***********************************************************************
 KV0890  DESIGNATION -  E 54
 KV0890  PID         -  KV0890
 KV0890  STATE/COUNTY-  NJ/MONMOUTH
 KV0890  USGS QUAD   -  LONG BRANCH (1981)
 KV0890
 KV0890                         *CURRENT SURVEY CONTROL
 KV0890  ___________________________________________________________________
 KV0890* NAD 83(1986)-  40 20 28.     (N)    074 02 34.     (W)     SCALED    
 KV0890* NAVD 88     -        11.704  (meters)      38.40   (feet)  ADJUSTED  
 KV0890  ___________________________________________________________________
 KV0890  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KV0890  DYNAMIC HT  -          11.699 (meters)      38.38  (feet)  COMP
 KV0890  MODELED GRAV-     980,193.6   (mgal)                       NAVD 88
 KV0890
 KV0890  VERT ORDER  -  SECOND    CLASS 0
 KV0890
 KV0890.The horizontal coordinates were scaled from a topographic map and have
 KV0890.an estimated accuracy of +/- 6 seconds.
 KV0890
 KV0890.The orthometric height was determined by differential leveling
 KV0890.and adjusted by the National Geodetic Survey in June 1991..
 KV0890
 KV0890.The geoid height was determined by GEOID03.
 KV0890
 KV0890.The dynamic height is computed by dividing the NAVD 88
 KV0890.geopotential number by the normal gravity value computed on the
 KV0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0890.degrees latitude (g = 980.6199 gals.).
 KV0890
 KV0890.The modeled gravity was interpolated from observed gravity values.
 KV0890
 KV0890;                    North         East    Units  Estimated Accuracy
 KV0890;SPC NJ       -   167,490.      188,850.      MT  (+/- 180 meters Scaled)
 KV0890
 KV0890                          SUPERSEDED SURVEY CONTROL
 KV0890
 KV0890  NGVD 29 (04/16/92)   12.025  (m)           39.45   (f) ADJUSTED    2 0
 KV0890
 KV0890.Superseded values are not recommended for survey control.
 KV0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0890.See file dsdata.txt to determine how the superseded data were derived.
 KV0890
 KV0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK813660(NAD 83)
 KV0890_MARKER: DB = BENCH MARK DISK
 KV0890_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0890_SP_SET: BRICK PILLAR
 KV0890_STAMPING: E 54 1961
 KV0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0890
 KV0890  HISTORY     - Date     Condition        Report By
 KV0890  HISTORY     - 1961     MONUMENTED       CGS
 KV0890  HISTORY     - 1984     GOOD
 KV0890  HISTORY     - 19920523 GOOD             USPSQD
 KV0890
 KV0890                          STATION DESCRIPTION
 KV0890
 KV0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0890'AT LITTLE SILVER.
 KV0890'LOCATED IN THE NORTHWEST PILLASTER OF THE BRICK WALL AROUND THE
 KV0890'EMBURY CEMETERY, ONE BLOCK WEST OF PROSPECT AVE., 87 FEET WEST OF
 KV0890'THE ENTRANCE TO THE CEMETERY AND 24 FEET SOUTH OF THE CENTERLINE
 KV0890'OF RUMSON ROAD.  SET VERTICALLY IN THE BRICK PILLAR.
 KV0890
 KV0890                          STATION RECOVERY (1984)
 KV0890
 KV0890'RECOVERED 1984
 KV0890'RECOVERED IN GOOD CONDITION.
 KV0890
 KV0890                          STATION RECOVERY (1992)
 KV0890
 KV0890'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0126 ***********************************************************************
 JU0126  DESIGNATION -  E 55
 JU0126  PID         -  JU0126
 JU0126  STATE/COUNTY-  NJ/OCEAN
 JU0126  USGS QUAD   -  TUCKERTON (1995)
 JU0126
 JU0126                         *CURRENT SURVEY CONTROL
 JU0126  ___________________________________________________________________
 JU0126* NAD 83(1986)-  39 37 21.     (N)    074 16 49.     (W)     SCALED    
 JU0126* NAVD 88     -         0.939  (meters)       3.08   (feet)  ADJUSTED  
 JU0126  ___________________________________________________________________
 JU0126  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JU0126  DYNAMIC HT  -           0.939 (meters)       3.08  (feet)  COMP
 JU0126  MODELED GRAV-     980,152.2   (mgal)                       NAVD 88
 JU0126
 JU0126  VERT ORDER  -  FIRST     CLASS II
 JU0126
 JU0126.The horizontal coordinates were scaled from a topographic map and have
 JU0126.an estimated accuracy of +/- 6 seconds.
 JU0126
 JU0126.The orthometric height was determined by differential leveling
 JU0126.and adjusted by the National Geodetic Survey in June 1991..
 JU0126
 JU0126.The geoid height was determined by GEOID03.
 JU0126
 JU0126.The dynamic height is computed by dividing the NAVD 88
 JU0126.geopotential number by the normal gravity value computed on the
 JU0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0126.degrees latitude (g = 980.6199 gals.).
 JU0126
 JU0126.The modeled gravity was interpolated from observed gravity values.
 JU0126
 JU0126;                    North         East    Units  Estimated Accuracy
 JU0126;SPC NJ       -    87,630.      168,860.      MT  (+/- 180 meters Scaled)
 JU0126
 JU0126                          SUPERSEDED SURVEY CONTROL
 JU0126
 JU0126  NGVD 29 (01/10/92)    1.325  (m)            4.35   (f) ADJUSTED    1 2
 JU0126
 JU0126.Superseded values are not recommended for survey control.
 JU0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0126.See file dsdata.txt to determine how the superseded data were derived.
 JU0126
 JU0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ617861(NAD 83)
 JU0126_MARKER: DB = BENCH MARK DISK
 JU0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0126_STAMPING: E 55 1961
 JU0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0126+STABILITY: SURFACE MOTION
 JU0126
 JU0126  HISTORY     - Date     Condition        Report By
 JU0126  HISTORY     - 1961     MONUMENTED       CGS
 JU0126  HISTORY     - 1979     GOOD             NGS
 JU0126  HISTORY     - 1987     GOOD             USPSQD
 JU0126  HISTORY     - 19950201 MARK NOT FOUND   NJGS
 JU0126  HISTORY     - 19961215 MARK NOT FOUND   USPSQD
 JU0126
 JU0126                          STATION DESCRIPTION
 JU0126
 JU0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0126'1.6 MI SE FROM WEST CREEK.
 JU0126'1.6 MILE SOUTHEAST ALONG WEST CREEK DOCK ROAD FROM THE JUNCTION OF
 JU0126'U.S. HIGHWAY 9, 83 FEET NORTH OF THE NORTHEAST CORNER OF A WOODEN
 JU0126'BRIDGE, 70 FEET SOUTH OF THE SOUTH CORNER OF A BRICK VENEER
 JU0126'HOUSE, 47 FEET NORTH OF A POWER LINE POLE AND 33 FEET NORTHEAST
 JU0126'OF THE CENTERLINE OF THE ROAD.  SET IN A CONCRETE POST 2 FEET
 JU0126'SOUTH OF A METAL WITNESS POST AND 2 FEET BELOW THE LEVEL OF THE
 JU0126'ROAD.
 JU0126
 JU0126                          STATION RECOVERY (1979)
 JU0126
 JU0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0126'THE MARK IS 1.0 FT  NW FROM A WITNESS POST.
 JU0126
 JU0126                          STATION RECOVERY (1987)
 JU0126
 JU0126'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0126'RECOVERED IN GOOD CONDITION.
 JU0126
 JU0126                          STATION RECOVERY (1995)
 JU0126
 JU0126'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0126'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0126'SEARCH BY A TWO MAN PARTY.
 JU0126
 JU0126                          STATION RECOVERY (1996)
 JU0126
 JU0126'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0324 ***********************************************************************
 JU0324  DESIGNATION -  E 56
 JU0324  PID         -  JU0324
 JU0324  STATE/COUNTY-  NJ/ATLANTIC
 JU0324  USGS QUAD   -  ATLANTIC CITY (1994)
 JU0324
 JU0324                         *CURRENT SURVEY CONTROL
 JU0324  ___________________________________________________________________
 JU0324* NAD 83(1986)-  39 20 52.     (N)    074 27 28.     (W)     SCALED    
 JU0324* NAVD 88     -         3.410  (meters)      11.19   (feet)  ADJUSTED  
 JU0324  ___________________________________________________________________
 JU0324  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 JU0324  DYNAMIC HT  -           3.409 (meters)      11.18  (feet)  COMP
 JU0324  MODELED GRAV-     980,105.5   (mgal)                       NAVD 88
 JU0324
 JU0324  VERT ORDER  -  FIRST     CLASS II
 JU0324
 JU0324.The horizontal coordinates were scaled from a topographic map and have
 JU0324.an estimated accuracy of +/- 6 seconds.
 JU0324
 JU0324.The orthometric height was determined by differential leveling
 JU0324.and adjusted by the National Geodetic Survey in June 1991..
 JU0324
 JU0324.The geoid height was determined by GEOID03.
 JU0324
 JU0324.The dynamic height is computed by dividing the NAVD 88
 JU0324.geopotential number by the normal gravity value computed on the
 JU0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0324.degrees latitude (g = 980.6199 gals.).
 JU0324
 JU0324.The modeled gravity was interpolated from observed gravity values.
 JU0324
 JU0324;                    North         East    Units  Estimated Accuracy
 JU0324;SPC NJ       -    57,110.      153,640.      MT  (+/- 180 meters Scaled)
 JU0324
 JU0324                          SUPERSEDED SURVEY CONTROL
 JU0324
 JU0324  NGVD 29 (04/16/92)    3.810  (m)           12.50   (f) ADJUSTED    1 2
 JU0324
 JU0324.Superseded values are not recommended for survey control.
 JU0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0324.See file dsdata.txt to determine how the superseded data were derived.
 JU0324
 JU0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ467555(NAD 83)
 JU0324_MARKER: DB = BENCH MARK DISK
 JU0324_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0324_SP_SET: BUILDING
 JU0324_STAMPING: E 56 1961
 JU0324_MARK LOGO: CGS   
 JU0324_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0324+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1996
 JU0324
 JU0324  HISTORY     - Date     Condition        Report By
 JU0324  HISTORY     - 1961     MONUMENTED       CGS
 JU0324  HISTORY     - 1979     GOOD             NGS
 JU0324  HISTORY     - 19891030 GOOD             NJGS
 JU0324  HISTORY     - 19960912 GOOD             NJGS
 JU0324
 JU0324                          STATION DESCRIPTION
 JU0324
 JU0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0324'AT ATLANTIC CITY.
 JU0324'IN THE SOUTH BRICK WALL, AT THE SOUTHWEST CORNER OF FIRE STATION
 JU0324'NO. 6, 25.7 FEET NORTH OF THE NORTH CURB OF ATLANTIC AVENUE, 25.3
 JU0324'FEET EAST OF THE EAST CURB OF ANNAPOLIS AVENUE, 2.5 FEET EAST OF
 JU0324'THE SOUTHWEST CORNER OF THE BUILDING.  SET IN VERTICAL DRILL HOLE
 JU0324'1.5 FEET ABOVE SIDEWALK.
 JU0324
 JU0324                          STATION RECOVERY (1979)
 JU0324
 JU0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0324'RECOVERED IN GOOD CONDITION.
 JU0324
 JU0324                          STATION RECOVERY (1989)
 JU0324
 JU0324'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 JU0324'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE NORTHEAST CORNER OF
 JU0324'THE JUNCTION OF ATLANTIC AND ANNAPOLIS AVENUES.  THE STATION IS SET
 JU0324'VERTICALY IN THE SOUTH FACE, AT THE SOUTHWEST CORNER OF THE ATLANTIC
 JU0324'CITY FIRE DEPARTMENT STATION HOUSE, NUMBER 6.  THE STATION IS 0.7 M
 JU0324'(2.3 FT) EAST OF THE SOUTHEAST CORNER OF THE BUILDING, 7.7 M
 JU0324'(25.3 FT) EAST OF THE EAST CURBLINE OF ANNAPOLIS AVENUE, 7.9 M
 JU0324'(25.9 FT) NORTH OF THE NORTH CURBLINE OF ATLANTIC AVENUE AND ABOUT
 JU0324'0.55 M (1.80 FT) ABOVE THE SIDEWALK.
 JU0324
 JU0324                          STATION RECOVERY (1996)
 JU0324
 JU0324'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU0324'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0585 ***********************************************************************
 JU0585  DESIGNATION -  E 57
 JU0585  PID         -  JU0585
 JU0585  STATE/COUNTY-  NJ/ATLANTIC
 JU0585  USGS QUAD   -  EGG HARBOR CITY (1977)
 JU0585
 JU0585                         *CURRENT SURVEY CONTROL
 JU0585  ___________________________________________________________________
 JU0585* NAD 83(1986)-  39 30 56.     (N)    074 39 47.     (W)     SCALED    
 JU0585* NAVD 88     -        19.404  (meters)      63.66   (feet)  ADJUSTED  
 JU0585  ___________________________________________________________________
 JU0585  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JU0585  DYNAMIC HT  -          19.395 (meters)      63.63  (feet)  COMP
 JU0585  MODELED GRAV-     980,129.3   (mgal)                       NAVD 88
 JU0585
 JU0585  VERT ORDER  -  SECOND    CLASS 0
 JU0585
 JU0585.The horizontal coordinates were scaled from a topographic map and have
 JU0585.an estimated accuracy of +/- 6 seconds.
 JU0585
 JU0585.The orthometric height was determined by differential leveling
 JU0585.and adjusted by the National Geodetic Survey in June 1991..
 JU0585
 JU0585.The geoid height was determined by GEOID03.
 JU0585
 JU0585.The dynamic height is computed by dividing the NAVD 88
 JU0585.geopotential number by the normal gravity value computed on the
 JU0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0585.degrees latitude (g = 980.6199 gals.).
 JU0585
 JU0585.The modeled gravity was interpolated from observed gravity values.
 JU0585
 JU0585;                    North         East    Units  Estimated Accuracy
 JU0585;SPC NJ       -    75,750.      135,980.      MT  (+/- 180 meters Scaled)
 JU0585
 JU0585                          SUPERSEDED SURVEY CONTROL
 JU0585
 JU0585  NGVD 29 (??/??/??)   19.780  (m)           64.89   (f) ADJUSTED    2 0
 JU0585
 JU0585.Superseded values are not recommended for survey control.
 JU0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0585.See file dsdata.txt to determine how the superseded data were derived.
 JU0585
 JU0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ289740(NAD 83)
 JU0585_MARKER: DB = BENCH MARK DISK
 JU0585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0585_SP_SET: CULVERT
 JU0585_STAMPING: E 57 1961
 JU0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0585
 JU0585  HISTORY     - Date     Condition        Report By
 JU0585  HISTORY     - 1961     MONUMENTED       CGS
 JU0585
 JU0585                          STATION DESCRIPTION
 JU0585
 JU0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0585'1.3 MI SW FROM EGG HARBOR CITY.
 JU0585'MARK IS 1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM POST
 JU0585'OFFICE IN EGG HARBOR CITY.  24 FEET SOUTHEAST OF THE CENTER
 JU0585'LINE OF U.S. 50 JUST SOUTH AND ACROSS HIGHWAY FROM POLE NUMBER
 JU0585'P 25612.  IT IS SET HORIZONTALLY IN THE NORTHEAST END OF THE
 JU0585'SOUTHEAST CONCRETE HEADWALL OF AN 18 INCH PIPE CULVERT ON U.S. 50
 JU0585'ABOUT 1 FOOT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0412 ***********************************************************************
 JU0412  DESIGNATION -  E 58
 JU0412  PID         -  JU0412
 JU0412  STATE/COUNTY-  NJ/CAPE MAY
 JU0412  USGS QUAD   -  WOODBINE (1972)
 JU0412
 JU0412                         *CURRENT SURVEY CONTROL
 JU0412  ___________________________________________________________________
 JU0412* NAD 83(1986)-  39 07 31.     (N)    074 47 11.     (W)     SCALED    
 JU0412* NAVD 88     -         6.408  (meters)      21.02   (feet)  ADJUSTED  
 JU0412  ___________________________________________________________________
 JU0412  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 JU0412  DYNAMIC HT  -           6.404 (meters)      21.01  (feet)  COMP
 JU0412  MODELED GRAV-     980,071.9   (mgal)                       NAVD 88
 JU0412
 JU0412  VERT ORDER  -  FIRST     CLASS II
 JU0412
 JU0412.The horizontal coordinates were scaled from a topographic map and have
 JU0412.an estimated accuracy of +/- 6 seconds.
 JU0412
 JU0412.The orthometric height was determined by differential leveling
 JU0412.and adjusted by the National Geodetic Survey in June 1991..
 JU0412
 JU0412.The geoid height was determined by GEOID03.
 JU0412
 JU0412.The dynamic height is computed by dividing the NAVD 88
 JU0412.geopotential number by the normal gravity value computed on the
 JU0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0412.degrees latitude (g = 980.6199 gals.).
 JU0412
 JU0412.The modeled gravity was interpolated from observed gravity values.
 JU0412
 JU0412;                    North         East    Units  Estimated Accuracy
 JU0412;SPC NJ       -    32,450.      125,240.      MT  (+/- 180 meters Scaled)
 JU0412
 JU0412                          SUPERSEDED SURVEY CONTROL
 JU0412
 JU0412  NGVD 29 (04/16/92)    6.801  (m)           22.31   (f) ADJUSTED    1 2
 JU0412
 JU0412.Superseded values are not recommended for survey control.
 JU0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0412.See file dsdata.txt to determine how the superseded data were derived.
 JU0412
 JU0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ184307(NAD 83)
 JU0412_MARKER: DB = BENCH MARK DISK
 JU0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0412_STAMPING: E 58 1961
 JU0412_MARK LOGO: CGS   
 JU0412_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0412+STABILITY: SURFACE MOTION
 JU0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0412+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1998
 JU0412
 JU0412  HISTORY     - Date     Condition        Report By
 JU0412  HISTORY     - 1961     MONUMENTED       CGS
 JU0412  HISTORY     - 1979     GOOD             NGS
 JU0412  HISTORY     - 19980724 GOOD             NJGS
 JU0412
 JU0412                          STATION DESCRIPTION
 JU0412
 JU0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0412'3.5 MI NE FROM CAPE MAY COURT HOUSE.
 JU0412'3.5 MILES NORTHEAST ON U.S. HIGHWAY 9 FROM THE COURT HOUSE IN
 JU0412'CAPE MAY COURT HOUSE, 0.4 MILE SOUTHWEST OF THE JUNCTION OF
 JU0412'THE BLACK TOP ROAD LEADING TO AVALON, 177 FEET SOUTHWEST OF THE
 JU0412'CENTER OF DIRT ROAD LEADING NORTHWEST, 39 FEET NORTHWEST OF
 JU0412'THE CENTER LINE OF U.S. HIGHWAY 9 AND 19 FEET NORTH OF POWER
 JU0412'LINE POLE ACE 1323.  SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU0412'2 INCHES.
 JU0412
 JU0412                          STATION RECOVERY (1979)
 JU0412
 JU0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0412'RECOVERED IN GOOD CONDITION.
 JU0412
 JU0412                          STATION RECOVERY (1998)
 JU0412
 JU0412'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU0412'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS
 JU0412'24.3 M (79.7 FT) SOUTHWEST FROM POLE NUMBER W 38681, 11.0 M (36.1 FT)
 JU0412'SOUTH FROM POLE NUMBER BT 984MI AND SOUTH FROM THE ENTRANCE TO THE
 JU0412'OUTDOORWORLD SEA PINES RESORT.  THE STATION IS NOW SET FLUSH WITH THE
 JU0412'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU1000 ***********************************************************************
 JU1000  DESIGNATION -  E 59
 JU1000  PID         -  JU1000
 JU1000  STATE/COUNTY-  NJ/CUMBERLAND
 JU1000  USGS QUAD   -  CEDARVILLE (1992)
 JU1000
 JU1000                         *CURRENT SURVEY CONTROL
 JU1000  ___________________________________________________________________
 JU1000* NAD 83(1986)-  39 20 53.     (N)    075 08 02.     (W)     SCALED    
 JU1000* NAVD 88     -        19.231  (meters)      63.09   (feet)  ADJUSTED  
 JU1000  ___________________________________________________________________
 JU1000  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JU1000  DYNAMIC HT  -          19.221 (meters)      63.06  (feet)  COMP
 JU1000  MODELED GRAV-     980,115.5   (mgal)                       NAVD 88
 JU1000
 JU1000  VERT ORDER  -  SECOND    CLASS 0
 JU1000
 JU1000.The horizontal coordinates were scaled from a topographic map and have
 JU1000.an estimated accuracy of +/- 6 seconds.
 JU1000
 JU1000.The orthometric height was determined by differential leveling
 JU1000.and adjusted by the National Geodetic Survey in June 1991..
 JU1000
 JU1000.The geoid height was determined by GEOID03.
 JU1000
 JU1000.The dynamic height is computed by dividing the NAVD 88
 JU1000.geopotential number by the normal gravity value computed on the
 JU1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1000.degrees latitude (g = 980.6199 gals.).
 JU1000
 JU1000.The modeled gravity was interpolated from observed gravity values.
 JU1000
 JU1000;                    North         East    Units  Estimated Accuracy
 JU1000;SPC NJ       -    57,330.       95,360.      MT  (+/- 180 meters Scaled)
 JU1000
 JU1000                          SUPERSEDED SURVEY CONTROL
 JU1000
 JU1000  NGVD 29 (04/16/92)   19.562  (m)           64.18   (f) ADJUSTED    2 0
 JU1000
 JU1000.Superseded values are not recommended for survey control.
 JU1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1000.See file dsdata.txt to determine how the superseded data were derived.
 JU1000
 JU1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ884554(NAD 83)
 JU1000_MARKER: DB = BENCH MARK DISK
 JU1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1000_STAMPING: E 59 1961
 JU1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1000+STABILITY: SURFACE MOTION
 JU1000
 JU1000  HISTORY     - Date     Condition        Report By
 JU1000  HISTORY     - 1961     MONUMENTED       CGS
 JU1000  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 JU1000
 JU1000                          STATION DESCRIPTION
 JU1000
 JU1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU1000'5.4 MI SW FROM MILLVILLE.
 JU1000'5.45 MILES SOUTHWEST ON THE MILLVILLE TO NEWPORT ROAD FROM THE
 JU1000'JUNCTION OF MAIN AVENUE AND CEDAR STREET IN MILLVILLE AT A
 JU1000'CROSSROAD.  0.25 MILE SOUTHWEST OF THE JUNCTION ON THE ROAD TO
 JU1000'CEDARVILLE, 49 FEET SOUTHWEST OF THE CENTER OF A DIRT ROAD LEADING
 JU1000'SOUTHEAST, 30 FEET SOUTHWEST OF POWER LINE POLE 31195 (LAST POLE
 JU1000'BEFORE POWER LINE TURNS SOUTHEAST), 25 FEET SOUTHEAST OF THE
 JU1000'CENTER LINE OF THE MILLVILLE AND NEWPORT ROAD, 1.5 FEET NORTHWEST
 JU1000'OF THE RIGHT-OF-WAY FENCE AND 1.5 FEET NORTHEAST OF A METAL WITNESS
 JU1000'POST.  SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JU1000
 JU1000                          STATION RECOVERY (1995)
 JU1000
 JU1000'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU1000'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0007 ***********************************************************************
 JU0007  DESIGNATION -  E 6
 JU0007  PID         -  JU0007
 JU0007  STATE/COUNTY-  NJ/OCEAN
 JU0007  USGS QUAD   -  SEASIDE PARK (1989)
 JU0007
 JU0007                         *CURRENT SURVEY CONTROL
 JU0007  ___________________________________________________________________
 JU0007* NAD 83(1986)-  39 58 29.     (N)    074 04 11.     (W)     SCALED    
 JU0007* NAVD 88     -         1.534  (meters)       5.03   (feet)  ADJUSTED  
 JU0007  ___________________________________________________________________
 JU0007  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU0007  DYNAMIC HT  -           1.533 (meters)       5.03  (feet)  COMP
 JU0007  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 JU0007
 JU0007  VERT ORDER  -  FIRST     CLASS I
 JU0007
 JU0007.The horizontal coordinates were scaled from a topographic map and have
 JU0007.an estimated accuracy of +/- 6 seconds.
 JU0007
 JU0007.The orthometric height was determined by differential leveling
 JU0007.and adjusted by the National Geodetic Survey in June 1991..
 JU0007
 JU0007.The geoid height was determined by GEOID03.
 JU0007
 JU0007.The dynamic height is computed by dividing the NAVD 88
 JU0007.geopotential number by the normal gravity value computed on the
 JU0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0007.degrees latitude (g = 980.6199 gals.).
 JU0007
 JU0007.The modeled gravity was interpolated from observed gravity values.
 JU0007
 JU0007;                    North         East    Units  Estimated Accuracy
 JU0007;SPC NJ       -   126,800.      186,750.      MT  (+/- 180 meters Scaled)
 JU0007
 JU0007                          SUPERSEDED SURVEY CONTROL
 JU0007
 JU0007  NGVD 29 (04/16/92)    1.881  (m)            6.17   (f) ADJUSTED    1 1
 JU0007
 JU0007.Superseded values are not recommended for survey control.
 JU0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0007.See file dsdata.txt to determine how the superseded data were derived.
 JU0007
 JU0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK794253(NAD 83)
 JU0007_MARKER: DB = BENCH MARK DISK
 JU0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0007_STAMPING: E 6 1930 6.493
 JU0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0007+STABILITY: SURFACE MOTION
 JU0007
 JU0007  HISTORY     - Date     Condition        Report By
 JU0007  HISTORY     - 1930     MONUMENTED       CGS
 JU0007  HISTORY     - 1964     GOOD             CGS
 JU0007  HISTORY     - 1979     GOOD             NGS
 JU0007  HISTORY     - 1983     GOOD             NJGS
 JU0007  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU0007  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0007  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 JU0007
 JU0007                          STATION DESCRIPTION
 JU0007
 JU0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0007'AT LAVALLETTE.
 JU0007'AT LAVALLETTE, ABOUT 0.35 MILE NORTH ALONG GRAND CENTRAL AVENUE
 JU0007'(STATE HIGHWAY 35) FROM THE MUNICIPAL BUILDING, THENCE 0.1
 JU0007'MILE WEST ALONG REESE AVENUE, AT THE INTERSECTION OF WEST
 JU0007'CENTRAL AVENUE, 27 FEET NORTH OF THE NORTH CURB OF REESE
 JU0007'AVENUE, 10.6 FEET EAST OF THE EAST CURB OF WEST CENTRAL AVENUE,
 JU0007'8.2 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE PORCH OF THE
 JU0007'HOUSE AT 111 REESE AVENUE, 6.2 FEET WEST OF WEST SIDE OF THE
 JU0007'HOUSE, 3.2 FEET WEST OF THE WEST EDGE OF THE SIDEWALK, ABOUT
 JU0007'LEVEL WITH THE SIDEWALK AND SET IN THE TOP OF A CONCRETE POST
 JU0007'FLUSH WITH THE SURFACE OF THE GROUND.
 JU0007
 JU0007                          STATION RECOVERY (1979)
 JU0007
 JU0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0007'RECOVERED IN GOOD CONDITION.
 JU0007
 JU0007                          STATION RECOVERY (1983)
 JU0007
 JU0007'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1983
 JU0007'RECOVERED IN GOOD CONDITION.
 JU0007
 JU0007                          STATION RECOVERY (1984)
 JU0007
 JU0007'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0007'MARK NOT FOUND.
 JU0007
 JU0007                          STATION RECOVERY (1987)
 JU0007
 JU0007'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0007'MARK NOT FOUND.
 JU0007
 JU0007                          STATION RECOVERY (1990)
 JU0007
 JU0007'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 JU0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0468 ***********************************************************************
 KV0468  DESIGNATION -  E 62
 KV0468  PID         -  KV0468
 KV0468  STATE/COUNTY-  NJ/HUDSON
 KV0468  USGS QUAD   -  WEEHAWKEN (1995)
 KV0468
 KV0468                         *CURRENT SURVEY CONTROL
 KV0468  ___________________________________________________________________
 KV0468* NAD 83(1986)-  40 48 21.     (N)    074 04 27.     (W)     SCALED    
 KV0468* NAVD 88     -         2.974  (meters)       9.76   (feet)  ADJUSTED  
 KV0468  ___________________________________________________________________
 KV0468  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KV0468  DYNAMIC HT  -           2.973 (meters)       9.75  (feet)  COMP
 KV0468  MODELED GRAV-     980,235.6   (mgal)                       NAVD 88
 KV0468
 KV0468  VERT ORDER  -  SECOND    CLASS 0
 KV0468
 KV0468.The horizontal coordinates were scaled from a topographic map and have
 KV0468.an estimated accuracy of +/- 6 seconds.
 KV0468
 KV0468.The orthometric height was determined by differential leveling
 KV0468.and adjusted by the National Geodetic Survey in June 1991..
 KV0468
 KV0468.The geoid height was determined by GEOID03.
 KV0468
 KV0468.The dynamic height is computed by dividing the NAVD 88
 KV0468.geopotential number by the normal gravity value computed on the
 KV0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0468.degrees latitude (g = 980.6199 gals.).
 KV0468
 KV0468.The modeled gravity was interpolated from observed gravity values.
 KV0468
 KV0468;                    North         East    Units  Estimated Accuracy
 KV0468;SPC NJ       -   219,070.      185,930.      MT  (+/- 180 meters Scaled)
 KV0468
 KV0468                          SUPERSEDED SURVEY CONTROL
 KV0468
 KV0468  NGVD 29 (??/??/??)    3.297  (m)           10.82   (f) ADJUSTED    2 0
 KV0468
 KV0468.Superseded values are not recommended for survey control.
 KV0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0468.See file dsdata.txt to determine how the superseded data were derived.
 KV0468
 KV0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL780176(NAD 83)
 KV0468_MARKER: DB = BENCH MARK DISK
 KV0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0468_SP_SET: ABUTMENT
 KV0468_STAMPING: E 62 1962
 KV0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0468
 KV0468  HISTORY     - Date     Condition        Report By
 KV0468  HISTORY     - 1962     MONUMENTED       CGS
 KV0468  HISTORY     - 1967     MARK NOT FOUND   CGS
 KV0468
 KV0468                          STATION DESCRIPTION
 KV0468
 KV0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KV0468'0.6 MI NW FROM SECAUCUS.
 KV0468'0.65 MILE NORTHWEST ON STATE HIGHWAY 3 FROM THE NORTHWEST END OF
 KV0468'THE BRIDGE OVER HACKENSACK RIVER.  SET VERTICALLY IN THE SOUTHEAST
 KV0468'SIDE OF THE LOWER PART OF THE NORTHEAST CONCRETE ABUTMENT OF THE
 KV0468'SOUTH BOUND TRAFFIC LANE OF STATE HIGHWAY 20, OVER THE WEST BOUND
 KV0468'LANE OF STATE HIGHWAY 3, 7 FEET NORTHEAST OF THE NORTHEAST CURB
 KV0468'OF WEST BOUND LANE OF STATE HIGHWAY 3 AND 2 FEET ABOVE THE LEVEL
 KV0468'OF THE GROUND.
 KV0468
 KV0468                          STATION RECOVERY (1967)
 KV0468
 KV0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KV0468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0711 ***********************************************************************
 JU0711  DESIGNATION -  E 63
 JU0711  PID         -  JU0711
 JU0711  STATE/COUNTY-  NJ/CAMDEN
 JU0711  USGS QUAD   -  RUNNEMEDE (1994)
 JU0711
 JU0711                         *CURRENT SURVEY CONTROL
 JU0711  ___________________________________________________________________
 JU0711* NAD 83(1986)-  39 50 31.     (N)    075 01 27.     (W)     SCALED    
 JU0711* NAVD 88     -        24.828  (meters)      81.46   (feet)  ADJUSTED  
 JU0711  ___________________________________________________________________
 JU0711  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JU0711  DYNAMIC HT  -          24.817 (meters)      81.42  (feet)  COMP
 JU0711  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 JU0711
 JU0711  VERT ORDER  -  FIRST     CLASS I
 JU0711
 JU0711.The horizontal coordinates were scaled from a topographic map and have
 JU0711.an estimated accuracy of +/- 6 seconds.
 JU0711
 JU0711.The orthometric height was determined by differential leveling
 JU0711.and adjusted by the National Geodetic Survey in June 1991..
 JU0711
 JU0711.Photographs are available for this station.
 JU0711
 JU0711.The geoid height was determined by GEOID03.
 JU0711
 JU0711.The dynamic height is computed by dividing the NAVD 88
 JU0711.geopotential number by the normal gravity value computed on the
 JU0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0711.degrees latitude (g = 980.6199 gals.).
 JU0711
 JU0711.The modeled gravity was interpolated from observed gravity values.
 JU0711
 JU0711;                    North         East    Units  Estimated Accuracy
 JU0711;SPC NJ       -   112,100.      105,140.      MT  (+/- 180 meters Scaled)
 JU0711
 JU0711                          SUPERSEDED SURVEY CONTROL
 JU0711
 JU0711  NGVD 29 (??/??/??)   25.179  (m)           82.61   (f) ADJUSTED    1 1
 JU0711
 JU0711.Superseded values are not recommended for survey control.
 JU0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0711.See file dsdata.txt to determine how the superseded data were derived.
 JU0711
 JU0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK979102(NAD 83)
 JU0711_MARKER: DB = BENCH MARK DISK
 JU0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0711_STAMPING: E 63 1963
 JU0711_MARK LOGO: CGS   
 JU0711_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0711+STABILITY: SURFACE MOTION
 JU0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0711+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2002
 JU0711
 JU0711  HISTORY     - Date     Condition        Report By
 JU0711  HISTORY     - 1963     MONUMENTED       CGS
 JU0711  HISTORY     - 1964     GOOD             CGS
 JU0711  HISTORY     - 1968     GOOD             NJDCED
 JU0711  HISTORY     - 19950313 GOOD             NJGS
 JU0711  HISTORY     - 19950319 GOOD             USPSQD
 JU0711  HISTORY     - 20020527 GOOD             INDIV
 JU0711
 JU0711                          STATION DESCRIPTION
 JU0711
 JU0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0711'1.9 MI SE FROM MAGNOLIA.
 JU0711'1.9 MILES SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0711'LINES FROM THE OVERPASS OF THE NEW JERSEY TURNPIKE OVER THE
 JU0711'RAILROAD AT MAGNOLIA, AT THE SOMERDALE WAITING STATION, AT THE
 JU0711'CROSSING OF SOMERDALE ROAD, 80 FEET SOUTH OF CENTER OF THE
 JU0711'CROSSING, 57 1/2 FEET SOUTH OF A RAILROAD CROSSING WARNING LIGHT,
 JU0711'27.5 FEET SOUTHWEST OF SOUTHWEST RAIL, 3 1/2 FEET SOUTHEAST OF A
 JU0711'TELEPHONE POLE, 1.5 FEET NORTHWEST OF A STEEL WITNESS POST,
 JU0711'1/2 FOOT ABOVE LEVEL OF TRACK, AND SET IN THE TOP OF A CONCRETE
 JU0711'POST PROJECTING 3 INCHES.
 JU0711
 JU0711                          STATION RECOVERY (1968)
 JU0711
 JU0711'RECOVERY NOTE BY NJ CONS AND ECON DEV 1968
 JU0711'RECOVERED IN GOOD CONDITION.
 JU0711
 JU0711                          STATION RECOVERY (1995)
 JU0711
 JU0711'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0711'THE STATION IS LOCATED IN THE BOROUGH OF SOMERDALE ON THE WEST SIDE OF
 JU0711'THE NEW JERSEY TRANSIT RAILROAD RIGHT OF WAY AND SOUTH OF THE GRADE
 JU0711'CROSSING OF SOMERDALE CHEWS LANDING ROAD.  THE STATION IS 80 FT (24.4
 JU0711'M) SOUTHEAST FROM THE CENTERLINE OF SOMERDALE CHEWS LANDING ROAD, 27.5
 JU0711'FT (8.4 M) SOUTHWEST FROM THE SOUTHWEST RAIL, 42.5 FT (13.0 M)
 JU0711'SOUTHEAST FROM A STOP SIGN, 30 FT (9.1 M) NORTHEAST FROM THE
 JU0711'CENTERLINE OF EARLE AVENUE, 52.5 FT (16.0 M) SOUTHEAST FROM THE WEST
 JU0711'POST OF A RAILROAD CROSSING SIGNAL AND 0.5 FT (15.2 CM) WEST FROM A
 JU0711'LEANING WITNESS POST.  THE STATION APPEARS TO BE LEANING TO THE NORTH
 JU0711'AND THE CONCRETE MONUMENT IS CHIPPED AWAY ON THE SOUTH FACE.
 JU0711
 JU0711                          STATION RECOVERY (1995)
 JU0711
 JU0711'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0711'RECOVERED IN GOOD CONDITION.
 JU0711
 JU0711                          STATION RECOVERY (2002)
 JU0711
 JU0711'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 JU0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0532 ***********************************************************************
 JU0532  DESIGNATION -  E 64
 JU0532  PID         -  JU0532
 JU0532  STATE/COUNTY-  NJ/ATLANTIC
 JU0532  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0532
 JU0532                         *CURRENT SURVEY CONTROL
 JU0532  ___________________________________________________________________
 JU0532* NAD 83(1986)-  39 27 35.     (N)    074 33 10.     (W)     SCALED    
 JU0532* NAVD 88     -        13.356  (meters)      43.82   (feet)  ADJUSTED  
 JU0532  ___________________________________________________________________
 JU0532  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JU0532  DYNAMIC HT  -          13.349 (meters)      43.80  (feet)  COMP
 JU0532  MODELED GRAV-     980,125.9   (mgal)                       NAVD 88
 JU0532
 JU0532  VERT ORDER  -  FIRST     CLASS I
 JU0532
 JU0532.The horizontal coordinates were scaled from a topographic map and have
 JU0532.an estimated accuracy of +/- 6 seconds.
 JU0532
 JU0532.The orthometric height was determined by differential leveling
 JU0532.and adjusted by the National Geodetic Survey in June 1991..
 JU0532
 JU0532.The geoid height was determined by GEOID03.
 JU0532
 JU0532.The dynamic height is computed by dividing the NAVD 88
 JU0532.geopotential number by the normal gravity value computed on the
 JU0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0532.degrees latitude (g = 980.6199 gals.).
 JU0532
 JU0532.The modeled gravity was interpolated from observed gravity values.
 JU0532
 JU0532;                    North         East    Units  Estimated Accuracy
 JU0532;SPC NJ       -    69,540.      145,460.      MT  (+/- 180 meters Scaled)
 JU0532
 JU0532                          SUPERSEDED SURVEY CONTROL
 JU0532
 JU0532  NGVD 29 (??/??/??)   13.739  (m)           45.08   (f) ADJUSTED    1 1
 JU0532
 JU0532.Superseded values are not recommended for survey control.
 JU0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0532.See file dsdata.txt to determine how the superseded data were derived.
 JU0532
 JU0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ384678(NAD 83)
 JU0532_MARKER: DB = BENCH MARK DISK
 JU0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0532_STAMPING: E 64 1963
 JU0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0532+STABILITY: SURFACE MOTION
 JU0532
 JU0532  HISTORY     - Date     Condition        Report By
 JU0532  HISTORY     - 1963     MONUMENTED       CGS
 JU0532  HISTORY     - 1964     GOOD             CGS
 JU0532  HISTORY     - 1984     GOOD             LOCSUR
 JU0532
 JU0532                          STATION DESCRIPTION
 JU0532
 JU0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0532'3.8 MI NW FROM ABSECON.
 JU0532'3.75 MILES NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0532'FROM THE STATION AT ABSECON, ABOUT 0.35 MILE SOUTHEAST OF
 JU0532'MILEPOST 48, 15.5 FEET NORTHEAST OF NORTHEAST RAIL, 6 1/2 FEET
 JU0532'SOUTHEAST OF A TELEPHONE POLE, 1.5 FEET NORTHWEST OF A STEEL
 JU0532'WITNESS POST, ABOUT LEVEL WITH TRACK, AND SET IN THE TOP OF A
 JU0532'CONCRETE POST PROJECTING 3 INCHES.
 JU0532
 JU0532                          STATION RECOVERY (1984)
 JU0532
 JU0532'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 JU0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0153 ***********************************************************************
 JU0153  DESIGNATION -  E 67
 JU0153  PID         -  JU0153
 JU0153  STATE/COUNTY-  NJ/OCEAN
 JU0153  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0153
 JU0153                         *CURRENT SURVEY CONTROL
 JU0153  ___________________________________________________________________
 JU0153* NAD 83(1986)-  39 40 47.     (N)    074 09 04.     (W)     SCALED    
 JU0153* NAVD 88     -         1.546  (meters)       5.07   (feet)  ADJUSTED  
 JU0153  ___________________________________________________________________
 JU0153  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JU0153  DYNAMIC HT  -           1.545 (meters)       5.07  (feet)  COMP
 JU0153  MODELED GRAV-     980,154.7   (mgal)                       NAVD 88
 JU0153
 JU0153  VERT ORDER  -  FIRST     CLASS II
 JU0153
 JU0153.The horizontal coordinates were scaled from a topographic map and have
 JU0153.an estimated accuracy of +/- 6 seconds.
 JU0153
 JU0153.The orthometric height was determined by differential leveling
 JU0153.and adjusted by the National Geodetic Survey in March 2005..
 JU0153
 JU0153.The geoid height was determined by GEOID03.
 JU0153
 JU0153.The dynamic height is computed by dividing the NAVD 88
 JU0153.geopotential number by the normal gravity value computed on the
 JU0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0153.degrees latitude (g = 980.6199 gals.).
 JU0153
 JU0153.The modeled gravity was interpolated from observed gravity values.
 JU0153
 JU0153;                    North         East    Units  Estimated Accuracy
 JU0153;SPC NJ       -    94,020.      179,930.      MT  (+/- 180 meters Scaled)
 JU0153
 JU0153                          SUPERSEDED SURVEY CONTROL
 JU0153
 JU0153  NAVD 88 (06/15/91)    1.543  (m)            5.06   (f) UNKNOWN     1 1
 JU0153  NGVD 29 (??/??/??)    1.926  (m)            6.32   (f) ADJUSTED    1 1
 JU0153
 JU0153.Superseded values are not recommended for survey control.
 JU0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0153.See file dsdata.txt to determine how the superseded data were derived.
 JU0153
 JU0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ727925(NAD 83)
 JU0153_MARKER: DD = SURVEY DISK
 JU0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0153_STAMPING: E 67 1964
 JU0153_MARK LOGO: CGS   
 JU0153_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 JU0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0153+STABILITY: SURFACE MOTION
 JU0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0153+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 JU0153
 JU0153  HISTORY     - Date     Condition        Report By
 JU0153  HISTORY     - 1964     MONUMENTED       CGS
 JU0153  HISTORY     - 20010606 GOOD             NJGS
 JU0153  HISTORY     - 20060421 GOOD             GEOCAC
 JU0153
 JU0153                          STATION DESCRIPTION
 JU0153
 JU0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0153'AT NORTH BEACH.
 JU0153'ON LONG BEACH ISLAND, AT NORTH BEACH, 1.65 MILES NORTHEAST ALONG
 JU0153'LONG BEACH BOULEVARD FROM THE SURF CITY BOROUGH HALL, 27.0 FEET
 JU0153'SOUTHEAST OF THE CENTER LINE OF THE NORTHEAST-BOUND LANE OF THE
 JU0153'BOULEVARD, 66 FEET NORTHWEST OF THE WEST CORNER OF CONCRETE
 JU0153'FOUNDATION OF HOUSE NO. 99, 36 FEET EAST-NORTHEAST OF AND ACROSS
 JU0153'DRIVEWAY FROM POWER POLE 8076, 17 1/2 FEET NORTHEAST OF THE
 JU0153'SOUTHWEST ONE OF TWO DRIVES LEADING TO HOUSE, 54 FEET SOUTHWEST
 JU0153'OF THE NORTHEAST DRIVEWAY, ABOUT LEVEL WITH THE BOULEVARD AND
 JU0153'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 JU0153
 JU0153                          STATION RECOVERY (2001)
 JU0153
 JU0153'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0153'RECOVERED AS DESCRIBED WITH A NEW DESCRIPTION TO FOLLOW.  THE STATION
 JU0153'IS LOCATED IN LONG BEACH TOWNSHIP IN THE COMMUNITY OF NORTH BEACH ON
 JU0153'THE SOUTHEAST SIDE OF LONG BEACH BOULEVARD.  TO REACH THE STATION FROM
 JU0153'THE INTERSECTION OF THE WESTBOUND LANES OF STATE ROUTE 72 IN THE
 JU0153'BOROUGH OF SHIP BOTTOM, GO NORTHEAST ON LONG BEACH BOULEVARD FOR 2.50
 JU0153'MI (4.02 KM) TO THE STATION ON THE RIGHT, SET FLUSH WITH THE GROUND.
 JU0153'THE STATION IS 8.1 M (26.6 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 JU0153'NORTHBOUND LANES OF LONG BEACH BOULEVARD, 10.9 M (35.8 FT) NORTHEAST
 JU0153'FROM WOOD UTILITY POLE NUMBER P8076, 21.0 M (68.9 FT) SOUTH FROM A
 JU0153'FIRE HYDRANT, 19.9 M (65.3 FT) SOUTH FROM WOOD UTILITY POLE NUMBER
 JU0153'P8077, 0.5 M (1.6 FT) EAST NORTHEAST FROM A METAL WITNESS POST AND
 JU0153'SIGN AND JUST SOUTH FROM THE SOUTHERLY OF TWO DRIVEWAYS LEADING TO A
 JU0153'TWO STORY FRAME DWELLING, HOUSE NUMBER 1099.
 JU0153
 JU0153                          STATION RECOVERY (2006)
 JU0153
 JU0153'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0153'THE DISK IS ABOUT ONE FOOT WEST-NORTHWEST FROM A WOOD FENCE AND
 JU0153'RECESSED THREE INCHES.  IT IS IMMEDIATELY NORTH OF THE MORE SOUTHERLY
 JU0153'DRIVE TO HOUSE NUMBER 1099, OTHERWISE AS DESCRIBED IN 2001.  HANDHELD
 JU0153'COORDINATES ARE N39-40-54.36 W074-09-58.14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0055 ***********************************************************************
 JU0055  DESIGNATION -  E 68
 JU0055  PID         -  JU0055
 JU0055  STATE/COUNTY-  NJ/OCEAN
 JU0055  USGS QUAD   -  FORKED RIVER (1989)
 JU0055
 JU0055                         *CURRENT SURVEY CONTROL
 JU0055  ___________________________________________________________________
 JU0055* NAD 83(1986)-  39 50 08.     (N)    074 11 42.     (W)     SCALED    
 JU0055* NAVD 88     -         1.790  (meters)       5.87   (feet)  ADJUSTED  
 JU0055  ___________________________________________________________________
 JU0055  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU0055  DYNAMIC HT  -           1.789 (meters)       5.87  (feet)  COMP
 JU0055  MODELED GRAV-     980,166.4   (mgal)                       NAVD 88
 JU0055
 JU0055  VERT ORDER  -  FIRST     CLASS I
 JU0055
 JU0055.The horizontal coordinates were scaled from a topographic map and have
 JU0055.an estimated accuracy of +/- 6 seconds.
 JU0055
 JU0055.The orthometric height was determined by differential leveling
 JU0055.and adjusted by the National Geodetic Survey in June 1991..
 JU0055.WARNING-Repeat measurements at this control monument indicate possible
 JU0055.vertical movement.
 JU0055
 JU0055.The geoid height was determined by GEOID03.
 JU0055
 JU0055.The dynamic height is computed by dividing the NAVD 88
 JU0055.geopotential number by the normal gravity value computed on the
 JU0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0055.degrees latitude (g = 980.6199 gals.).
 JU0055
 JU0055.The modeled gravity was interpolated from observed gravity values.
 JU0055
 JU0055;                    North         East    Units  Estimated Accuracy
 JU0055;SPC NJ       -   111,300.      176,110.      MT  (+/- 180 meters Scaled)
 JU0055
 JU0055                          SUPERSEDED SURVEY CONTROL
 JU0055
 JU0055  NGVD 29 (04/16/92)    2.163  (m)            7.10   (f) ADJUSTED    1 1
 JU0055
 JU0055.Superseded values are not recommended for survey control.
 JU0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0055.See file dsdata.txt to determine how the superseded data were derived.
 JU0055
 JU0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK688098(NAD 83)
 JU0055_MARKER: DB = BENCH MARK DISK
 JU0055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0055_SP_SET: BRIDGE
 JU0055_STAMPING: E 68 1964
 JU0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0055
 JU0055  HISTORY     - Date     Condition        Report By
 JU0055  HISTORY     - 1964     MONUMENTED       CGS
 JU0055  HISTORY     - 1979     GOOD             NGS
 JU0055  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0055  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0055  HISTORY     - 19961114 MARK NOT FOUND   USPSQD
 JU0055
 JU0055                          STATION DESCRIPTION
 JU0055
 JU0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0055'0.2 MI SW FROM FORKED RIVER.
 JU0055'ABOUT 0.2 MILE SOUTHWEST ALONG U.S. HIGHWAY 9 FROM THE POST
 JU0055'OFFICE AT FORKED RIVER, SET ON TOP AT THE NORTHWEST END OF THE
 JU0055'SOUTHWEST CONCRETE ABUTMENT OF A BRIDGE OVER THE NORTH BRANCH
 JU0055'OF FORKED RIVER, 22.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 JU0055'HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 JU0055
 JU0055                          STATION RECOVERY (1979)
 JU0055
 JU0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0055'NOTE--POST OFFICE IS NOW LECEY TOWNSHIP PUBLIC LIBRARY.
 JU0055
 JU0055                          STATION RECOVERY (1987)
 JU0055
 JU0055'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0055'MARK NOT FOUND.
 JU0055
 JU0055                          STATION RECOVERY (1987)
 JU0055
 JU0055'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0055'MARK NOT FOUND.
 JU0055
 JU0055                          STATION RECOVERY (1996)
 JU0055
 JU0055'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0005 ***********************************************************************
 JU0005  DESIGNATION -  E 69
 JU0005  PID         -  JU0005
 JU0005  STATE/COUNTY-  NJ/OCEAN
 JU0005  USGS QUAD   -  SEASIDE PARK (1989)
 JU0005
 JU0005                         *CURRENT SURVEY CONTROL
 JU0005  ___________________________________________________________________
 JU0005* NAD 83(1986)-  39 58 40.     (N)    074 04 07.     (W)     SCALED    
 JU0005* NAVD 88     -         0.962  (meters)       3.16   (feet)  ADJUSTED  
 JU0005  ___________________________________________________________________
 JU0005  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU0005  DYNAMIC HT  -           0.962 (meters)       3.16  (feet)  COMP
 JU0005  MODELED GRAV-     980,162.8   (mgal)                       NAVD 88
 JU0005
 JU0005  VERT ORDER  -  FIRST     CLASS I
 JU0005
 JU0005.The horizontal coordinates were scaled from a topographic map and have
 JU0005.an estimated accuracy of +/- 6 seconds.
 JU0005
 JU0005.The orthometric height was determined by differential leveling
 JU0005.and adjusted by the National Geodetic Survey in June 1991..
 JU0005
 JU0005.The geoid height was determined by GEOID03.
 JU0005
 JU0005.The dynamic height is computed by dividing the NAVD 88
 JU0005.geopotential number by the normal gravity value computed on the
 JU0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0005.degrees latitude (g = 980.6199 gals.).
 JU0005
 JU0005.The modeled gravity was interpolated from observed gravity values.
 JU0005
 JU0005;                    North         East    Units  Estimated Accuracy
 JU0005;SPC NJ       -   127,140.      186,850.      MT  (+/- 180 meters Scaled)
 JU0005
 JU0005                          SUPERSEDED SURVEY CONTROL
 JU0005
 JU0005  NGVD 29 (04/16/92)    1.308  (m)            4.29   (f) ADJUSTED    1 1
 JU0005
 JU0005.Superseded values are not recommended for survey control.
 JU0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0005.See file dsdata.txt to determine how the superseded data were derived.
 JU0005
 JU0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK795257(NAD 83)
 JU0005_MARKER: DB = BENCH MARK DISK
 JU0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0005_STAMPING: E 69 1964
 JU0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0005+STABILITY: SURFACE MOTION
 JU0005
 JU0005  HISTORY     - Date     Condition        Report By
 JU0005  HISTORY     - 1964     MONUMENTED       CGS
 JU0005  HISTORY     - 1974     GOOD             USGS
 JU0005  HISTORY     - 1979     GOOD             NGS
 JU0005  HISTORY     - 1983     GOOD             NJGS
 JU0005  HISTORY     - 1984     GOOD             USPSQD
 JU0005  HISTORY     - 1987     GOOD             USPSQD
 JU0005  HISTORY     - 1990     GOOD             USPSQD
 JU0005  HISTORY     - 19940808 GOOD             USPSQD
 JU0005
 JU0005                          STATION DESCRIPTION
 JU0005
 JU0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0005'0.6 MI N FROM LAVALLETTE.
 JU0005'ABOUT 0.65 MILE NORTH ALONG GRAND CENTRAL AVENUE (STATE
 JU0005'HIGHWAY 35) FROM THE MUNICIPAL BUILDING AT LAVALLETTE, ON ORTLEY
 JU0005'AVENUE BETWEEN GRAND CENTRAL AND WEST CENTRAL AVENUES, 307.5
 JU0005'FEET WEST OF THE WEST CURB OF GRAND CENTRAL AVENUE, 100.2 FEET
 JU0005'EAST OF THE EAST CURB OF WEST CENTRAL AVENUE, 28.9 FEET NORTHEAST
 JU0005'OF THE NORTHEAST CORNER OF THE PORCH OF THE HOUSE AT 108
 JU0005'ORTLEY AVENUE, 7 FEET EAST OF POWER LINE POLE 11, 2.5 FEET
 JU0005'SOUTH OF THE SOUTH CURB OF ORTLEY AVENUE, 2.3 FEET NORTH OF THE
 JU0005'NORTH EDGE OF A SIDEWALK, ABOUT LEVEL WITH THE SIDEWALK AND SET
 JU0005'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 JU0005
 JU0005                          STATION RECOVERY (1974)
 JU0005
 JU0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JU0005'RECOVERED IN GOOD CONDITION.
 JU0005
 JU0005                          STATION RECOVERY (1979)
 JU0005
 JU0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0005'RECOVERED IN GOOD CONDITION.
 JU0005
 JU0005                          STATION RECOVERY (1983)
 JU0005
 JU0005'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1983
 JU0005'RECOVERED IN GOOD CONDITION.
 JU0005
 JU0005                          STATION RECOVERY (1984)
 JU0005
 JU0005'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0005'RECOVERED IN GOOD CONDITION.
 JU0005
 JU0005                          STATION RECOVERY (1987)
 JU0005
 JU0005'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0005'RECOVERED IN GOOD CONDITION.
 JU0005
 JU0005                          STATION RECOVERY (1990)
 JU0005
 JU0005'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 JU0005'RECOVERED IN GOOD CONDITION.
 JU0005
 JU0005                          STATION RECOVERY (1994)
 JU0005
 JU0005'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0793 ***********************************************************************
 KV0793  DESIGNATION -  E 70
 KV0793  PID         -  KV0793
 KV0793  STATE/COUNTY-  NJ/MONMOUTH
 KV0793  USGS QUAD   -  LONG BRANCH (1981)
 KV0793
 KV0793                         *CURRENT SURVEY CONTROL
 KV0793  ___________________________________________________________________
 KV0793* NAD 83(1986)-  40 15 09.     (N)    074 00 10.     (W)     SCALED    
 KV0793* NAVD 88     -         8.820  (meters)      28.94   (feet)  ADJUSTED  
 KV0793  ___________________________________________________________________
 KV0793  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KV0793  DYNAMIC HT  -           8.816 (meters)      28.92  (feet)  COMP
 KV0793  MODELED GRAV-     980,173.6   (mgal)                       NAVD 88
 KV0793
 KV0793  VERT ORDER  -  FIRST     CLASS I
 KV0793
 KV0793.The horizontal coordinates were scaled from a topographic map and have
 KV0793.an estimated accuracy of +/- 6 seconds.
 KV0793
 KV0793.The orthometric height was determined by differential leveling
 KV0793.and adjusted by the National Geodetic Survey in June 1991..
 KV0793
 KV0793.The geoid height was determined by GEOID03.
 KV0793
 KV0793.The dynamic height is computed by dividing the NAVD 88
 KV0793.geopotential number by the normal gravity value computed on the
 KV0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0793.degrees latitude (g = 980.6199 gals.).
 KV0793
 KV0793.The modeled gravity was interpolated from observed gravity values.
 KV0793
 KV0793;                    North         East    Units  Estimated Accuracy
 KV0793;SPC NJ       -   157,670.      192,300.      MT  (+/- 180 meters Scaled)
 KV0793
 KV0793                          SUPERSEDED SURVEY CONTROL
 KV0793
 KV0793  NGVD 29 (04/16/92)    9.146  (m)           30.01   (f) ADJUSTED    1 1
 KV0793
 KV0793.Superseded values are not recommended for survey control.
 KV0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0793.See file dsdata.txt to determine how the superseded data were derived.
 KV0793
 KV0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK848562(NAD 83)
 KV0793_MARKER: DB = BENCH MARK DISK
 KV0793_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0793_SP_SET: BUILDING
 KV0793_STAMPING: E 70 1964
 KV0793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0793
 KV0793  HISTORY     - Date     Condition        Report By
 KV0793  HISTORY     - 1964     MONUMENTED       CGS
 KV0793  HISTORY     - 1979     GOOD             NGS
 KV0793  HISTORY     - 1984     GOOD             USPSQD
 KV0793  HISTORY     - 1987     GOOD             USPSQD
 KV0793  HISTORY     - 19920521 MARK NOT FOUND   USPSQD
 KV0793
 KV0793                          STATION DESCRIPTION
 KV0793
 KV0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0793'1 MI S FROM ELBERON.
 KV0793'1.0 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KV0793'IN ELBERON, ABOUT 0.1 MILE WEST ALONG BRIGHTON AVENUE FROM DEAL
 KV0793'FIRE STATION NO. 2, AT THE SUBURBAN OIL SUPPLY INC, 80.0 FEET
 KV0793'EAST OF THE EAST RAIL OF THE NORTH BOUND TRACK, 36.0 FEET SOUTH
 KV0793'OF THE CENTER LINE OF BRIGHTON AVENUE, 0.7 FOOT SOUTH OF THE
 KV0793'NORTHWEST CORNER OF BUILDING, ABOUT 2 FEET ABOVE THE GROUND AND
 KV0793'THE NORTHWEST CORNER OF BUILDING, ABOUT 2 FEET ABOVE THE GROUND
 KV0793'AND SET VERTICALLY IN THE WEST FACE AT THE NORTHWEST CORNER OF
 KV0793'BUILDING.
 KV0793
 KV0793                          STATION RECOVERY (1979)
 KV0793
 KV0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0793'NOTE--THE BUILDING IS NOW OCCUPIED BY THE A.A.V. CORP, NATHAN E.
 KV0793'BECKER REAL ESTATE BROKER 136 BRIGHTON AVENUE.
 KV0793
 KV0793                          STATION RECOVERY (1984)
 KV0793
 KV0793'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0793'BUILDING AND BRUSH MARK NOW PAINTED LIGHT TAN.
 KV0793
 KV0793                          STATION RECOVERY (1987)
 KV0793
 KV0793'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0793'RECOVERED IN GOOD CONDITION.
 KV0793
 KV0793                          STATION RECOVERY (1992)
 KV0793
 KV0793'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0045 ***********************************************************************
 KV0045  DESIGNATION -  E 71
 KV0045  PID         -  KV0045
 KV0045  STATE/COUNTY-  NJ/UNION
 KV0045  USGS QUAD   -  PERTH AMBOY (1981)
 KV0045
 KV0045                         *CURRENT SURVEY CONTROL
 KV0045  ___________________________________________________________________
 KV0045* NAD 83(1986)-  40 36 37.     (N)    074 17 12.     (W)     SCALED    
 KV0045* NAVD 88     -         4.728  (meters)      15.51   (feet)  ADJUSTED  
 KV0045  ___________________________________________________________________
 KV0045  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KV0045  DYNAMIC HT  -           4.726 (meters)      15.51  (feet)  COMP
 KV0045  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 KV0045
 KV0045  VERT ORDER  -  FIRST     CLASS I
 KV0045
 KV0045.The horizontal coordinates were scaled from a topographic map and have
 KV0045.an estimated accuracy of +/- 6 seconds.
 KV0045
 KV0045.The orthometric height was determined by differential leveling
 KV0045.and adjusted by the National Geodetic Survey in June 1991..
 KV0045
 KV0045.The geoid height was determined by GEOID03.
 KV0045
 KV0045.The dynamic height is computed by dividing the NAVD 88
 KV0045.geopotential number by the normal gravity value computed on the
 KV0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0045.degrees latitude (g = 980.6199 gals.).
 KV0045
 KV0045.The modeled gravity was interpolated from observed gravity values.
 KV0045
 KV0045;                    North         East    Units  Estimated Accuracy
 KV0045;SPC NJ       -   197,300.      168,050.      MT  (+/- 180 meters Scaled)
 KV0045
 KV0045                          SUPERSEDED SURVEY CONTROL
 KV0045
 KV0045  NGVD 29 (04/16/92)    5.049  (m)           16.56   (f) ADJUSTED    1 1
 KV0045
 KV0045.Superseded values are not recommended for survey control.
 KV0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0045.See file dsdata.txt to determine how the superseded data were derived.
 KV0045
 KV0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK603957(NAD 83)
 KV0045_MARKER: DB = BENCH MARK DISK
 KV0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0045_SP_SET: ABUTMENT
 KV0045_STAMPING: E 71 1965
 KV0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0045+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2004
 KV0045
 KV0045  HISTORY     - Date     Condition        Report By
 KV0045  HISTORY     - 1965     MONUMENTED       CGS
 KV0045  HISTORY     - 1968     GOOD             CGS
 KV0045  HISTORY     - 1989     GOOD             USPSQD
 KV0045  HISTORY     - 19940630 GOOD             USPSQD
 KV0045  HISTORY     - 20040403 GOOD             INDIV
 KV0045
 KV0045                          STATION DESCRIPTION
 KV0045
 KV0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0045'AT RAHWAY.
 KV0045'AT RAHWAY, NEAR THE INTERSECTION OF ST. GEORGES AVENUE AND
 KV0045'CENTRAL AVENUE, AT THE CENTRAL AVENUE BRIDGE OVER ROBINSON
 KV0045'BRANCH, SET ON THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 KV0045'CONCRETE ABUTMENT OF THE 60 FOOT LONG CONCRETE BRIDGE OVER THE
 KV0045'BRANCH, 190 FEET NORTHWEST OF THE NORTHWEST CURB OF ST. GEORGES
 KV0045'AVENUE, 10.5 FEET SOUTHWEST OF THE SOUTHWEST CURB OF CENTRAL
 KV0045'AVENUE AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE AVENUES.
 KV0045
 KV0045                          STATION RECOVERY (1968)
 KV0045
 KV0045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KV0045'RECOVERED IN GOOD CONDITION.
 KV0045
 KV0045                          STATION RECOVERY (1989)
 KV0045
 KV0045'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0045'RECOVERED IN GOOD CONDITION.
 KV0045
 KV0045                          STATION RECOVERY (1994)
 KV0045
 KV0045'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0045'RECOVERED IN GOOD CONDITION.
 KV0045
 KV0045                          STATION RECOVERY (2004)
 KV0045
 KV0045'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TAE)
 KV0045'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0051 ***********************************************************************
 KV0051  DESIGNATION -  E 72
 KV0051  PID         -  KV0051
 KV0051  STATE/COUNTY-  NJ/UNION
 KV0051  USGS QUAD   -  ARTHUR KILL (1981)
 KV0051
 KV0051                         *CURRENT SURVEY CONTROL
 KV0051  ___________________________________________________________________
 KV0051* NAD 83(1986)-  40 37 19.     (N)    074 14 52.     (W)     SCALED    
 KV0051* NAVD 88     -         6.250  (meters)      20.51   (feet)  ADJUSTED  
 KV0051  ___________________________________________________________________
 KV0051  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV0051  DYNAMIC HT  -           6.247 (meters)      20.50  (feet)  COMP
 KV0051  MODELED GRAV-     980,216.1   (mgal)                       NAVD 88
 KV0051
 KV0051  VERT ORDER  -  FIRST     CLASS I
 KV0051
 KV0051.This mark is at Linden Airport (LDJ)
 KV0051
 KV0051.The horizontal coordinates were scaled from a topographic map and have
 KV0051.an estimated accuracy of +/- 6 seconds.
 KV0051
 KV0051.The orthometric height was determined by differential leveling
 KV0051.and adjusted by the National Geodetic Survey in June 1991..
 KV0051
 KV0051.The geoid height was determined by GEOID03.
 KV0051
 KV0051.The dynamic height is computed by dividing the NAVD 88
 KV0051.geopotential number by the normal gravity value computed on the
 KV0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0051.degrees latitude (g = 980.6199 gals.).
 KV0051
 KV0051.The modeled gravity was interpolated from observed gravity values.
 KV0051
 KV0051;                    North         East    Units  Estimated Accuracy
 KV0051;SPC NJ       -   198,600.      171,340.      MT  (+/- 180 meters Scaled)
 KV0051
 KV0051                          SUPERSEDED SURVEY CONTROL
 KV0051
 KV0051  NGVD 29 (04/16/92)    6.574  (m)           21.57   (f) ADJUSTED    1 1
 KV0051
 KV0051.Superseded values are not recommended for survey control.
 KV0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0051.See file dsdata.txt to determine how the superseded data were derived.
 KV0051
 KV0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK636970(NAD 83)
 KV0051_MARKER: DB = BENCH MARK DISK
 KV0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0051_SP_SET: CONCRETE BASE
 KV0051_STAMPING: E 72 1965
 KV0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0051
 KV0051  HISTORY     - Date     Condition        Report By
 KV0051  HISTORY     - 1965     MONUMENTED       CGS
 KV0051  HISTORY     - 19940608 MARK NOT FOUND   USPSQD
 KV0051
 KV0051                          STATION DESCRIPTION
 KV0051
 KV0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0051'AT LINDEN.
 KV0051'AT LINDEN, ABOUT 0.35 MILE NORTHEAST ALONG U.S. HIGHWAYS 1 AND 9
 KV0051'FROM ENTRANCE DRIVE OF THE LINDEN ARIPORT, ABOUT 80 YARDS
 KV0051'SOUTHWEST OF THE INTERSECTION OF STILES STREET, AT THE NORTH
 KV0051'CORNER OF THE AIRPORT, AT THE JUNCTION OF A DRIVE LEADING TO A
 KV0051'LARGE ESSO SERVICE STATION, SET IN THE TOP OF THE EAST CORNER
 KV0051'OF THE CONCRETE BASE OF A LARGE ESSO SIGN, 20 FEET SOUTHEAST
 KV0051'OF THE SE CURB OF THE HIGHWAY, 1.2 FEET NORTHWEST OF THE
 KV0051'AIRPORT FENCE AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KV0051
 KV0051                          STATION RECOVERY (1994)
 KV0051
 KV0051'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0968 ***********************************************************************
 KV0968  DESIGNATION -  E 73
 KV0968  PID         -  KV0968
 KV0968  STATE/COUNTY-  NJ/MIDDLESEX
 KV0968  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV0968
 KV0968                         *CURRENT SURVEY CONTROL
 KV0968  ___________________________________________________________________
 KV0968* NAD 83(1986)-  40 23 50.     (N)    074 23 10.     (W)     SCALED    
 KV0968* NAVD 88     -        10.092  (meters)      33.11   (feet)  ADJUSTED  
 KV0968  ___________________________________________________________________
 KV0968  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KV0968  DYNAMIC HT  -          10.087 (meters)      33.09  (feet)  COMP
 KV0968  MODELED GRAV-     980,199.8   (mgal)                       NAVD 88
 KV0968
 KV0968  VERT ORDER  -  FIRST     CLASS II
 KV0968
 KV0968.The horizontal coordinates were scaled from a topographic map and have
 KV0968.an estimated accuracy of +/- 6 seconds.
 KV0968
 KV0968.The orthometric height was determined by differential leveling
 KV0968.and adjusted by the National Geodetic Survey in March 2005..
 KV0968
 KV0968.The geoid height was determined by GEOID03.
 KV0968
 KV0968.The dynamic height is computed by dividing the NAVD 88
 KV0968.geopotential number by the normal gravity value computed on the
 KV0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0968.degrees latitude (g = 980.6199 gals.).
 KV0968
 KV0968.The modeled gravity was interpolated from observed gravity values.
 KV0968
 KV0968;                    North         East    Units  Estimated Accuracy
 KV0968;SPC NJ       -   173,620.      159,670.      MT  (+/- 180 meters Scaled)
 KV0968
 KV0968                          SUPERSEDED SURVEY CONTROL
 KV0968
 KV0968  NAVD 88 (06/15/91)   10.094  (m)           33.12   (f) UNKNOWN     1 2
 KV0968  NGVD 29 (01/10/92)   10.423  (m)           34.20   (f) ADJUSTED    1 2
 KV0968
 KV0968.Superseded values are not recommended for survey control.
 KV0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0968.See file dsdata.txt to determine how the superseded data were derived.
 KV0968
 KV0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK520720(NAD 83)
 KV0968_MARKER: DB = BENCH MARK DISK
 KV0968_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV0968_SP_SET: CATENARY TOWER BASE
 KV0968_STAMPING: E 73 1974
 KV0968_MARK LOGO: NGS   
 KV0968_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0968+STABILITY: SURFACE MOTION
 KV0968_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0968+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 KV0968
 KV0968  HISTORY     - Date     Condition        Report By
 KV0968  HISTORY     - 1974     MONUMENTED       NGS
 KV0968  HISTORY     - 20020723 GOOD             NJGS
 KV0968
 KV0968                          STATION DESCRIPTION
 KV0968
 KV0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV0968'AT SPOTWOOD.
 KV0968'AT SPOTWOOD, 0.2 MILE NORTHEAST ALONG MAIN STREET (BORDENTOWN
 KV0968'AVENUE) FROM THE POST OFFICE, THENCE 0.1 MILE NORTH ALONG
 KV0968'SUMMERHILL ROAD, AT THE CROSSING OF THE PENN CENTRAL RAILROAD,
 KV0968'40 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, IN THE TOP OF
 KV0968'THE SOUTH SIDE OF THE CONCRETE BASE OF A STEEL POLE SUPPORTING
 KV0968'ELECTRIC WIREING FOR THE TRAINS, 9.5 FEET SOUTH OF THE SOUTH
 KV0968'RAIL, 27.6 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 KV0968'1/2 FOOT HIGHER THAN THE ROAD.
 KV0968
 KV0968                          STATION RECOVERY (2002)
 KV0968
 KV0968'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 KV0968'RECOVERED AS DESCRIBED.
 KV0968' 
 KV0968'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1124 ***********************************************************************
 KV1124  DESIGNATION -  E 74
 KV1124  PID         -  KV1124
 KV1124  STATE/COUNTY-  NJ/MERCER
 KV1124  USGS QUAD   -  HIGHTSTOWN (1981)
 KV1124
 KV1124                         *CURRENT SURVEY CONTROL
 KV1124  ___________________________________________________________________
 KV1124* NAD 83(1986)-  40 17 25.     (N)    074 31 20.     (W)     SCALED    
 KV1124* NAVD 88     -        26.211  (meters)      85.99   (feet)  ADJUSTED  
 KV1124  ___________________________________________________________________
 KV1124  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KV1124  DYNAMIC HT  -          26.199 (meters)      85.95  (feet)  COMP
 KV1124  MODELED GRAV-     980,196.1   (mgal)                       NAVD 88
 KV1124
 KV1124  VERT ORDER  -  FIRST     CLASS II
 KV1124
 KV1124.The horizontal coordinates were scaled from a topographic map and have
 KV1124.an estimated accuracy of +/- 6 seconds.
 KV1124
 KV1124.The orthometric height was determined by differential leveling
 KV1124.and adjusted by the National Geodetic Survey in June 1991..
 KV1124
 KV1124.The geoid height was determined by GEOID03.
 KV1124
 KV1124.The dynamic height is computed by dividing the NAVD 88
 KV1124.geopotential number by the normal gravity value computed on the
 KV1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1124.degrees latitude (g = 980.6199 gals.).
 KV1124
 KV1124.The modeled gravity was interpolated from observed gravity values.
 KV1124
 KV1124;                    North         East    Units  Estimated Accuracy
 KV1124;SPC NJ       -   161,740.      148,110.      MT  (+/- 180 meters Scaled)
 KV1124
 KV1124                          SUPERSEDED SURVEY CONTROL
 KV1124
 KV1124  NGVD 29 (01/10/92)   26.545  (m)           87.09   (f) ADJUSTED    1 2
 KV1124
 KV1124.Superseded values are not recommended for survey control.
 KV1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1124.See file dsdata.txt to determine how the superseded data were derived.
 KV1124
 KV1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK406600(NAD 83)
 KV1124_MARKER: DB = BENCH MARK DISK
 KV1124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1124_SP_SET: ABUTMENT
 KV1124_STAMPING: E 74 1974
 KV1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1124
 KV1124  HISTORY     - Date     Condition        Report By
 KV1124  HISTORY     - 1974     MONUMENTED       NGS
 KV1124
 KV1124                          STATION DESCRIPTION
 KV1124
 KV1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1124'1.8 MI NW FROM HIGHTSTOWN.
 KV1124'0.3 MILE NORTHWEST ALONG STOCKTON AVENUE FROM THE WALTER C.
 KV1124'BLACK ELEMENTARY SCHOOL AT HIGHTSTOWN, THENCE 1.5 MILES
 KV1124'NORTHEAST ALONG U.S. HIGHWAY 130, 0.1 MILE SOUTHWEST OF A
 KV1124'CIRCLE AT ROADWAY JUNCTIONS, AT THE MIDDLESEX-MERCER COUNTY
 KV1124'LINE, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT
 KV1124'OF A CONCRETE BRIDGE OVER MILLSTONE RIVER, 30 FEET SOUTHWEST OF
 KV1124'THE CENTER LINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 7.9
 KV1124'FEET NORTHEAST OF POWER POLE BT 119 EW, 1.0 FOOT SOUTHEAST OF THE
 KV1124'SOUTHEAST CONCRETE GUARDRAIL, AND ABOUT 1/2 FOOT LOWER THAN
 KV1124'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1142 ***********************************************************************
 KV1142  DESIGNATION -  E 75
 KV1142  PID         -  KV1142
 KV1142  STATE/COUNTY-  NJ/BURLINGTON
 KV1142  USGS QUAD   -  TRENTON EAST (1981)
 KV1142
 KV1142                         *CURRENT SURVEY CONTROL
 KV1142  ___________________________________________________________________
 KV1142* NAD 83(1986)-  40 08 46.     (N)    074 42 46.     (W)     SCALED    
 KV1142* NAVD 88     -        17.508  (meters)      57.44   (feet)  ADJUSTED  
 KV1142  ___________________________________________________________________
 KV1142  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV1142  DYNAMIC HT  -          17.501 (meters)      57.42  (feet)  COMP
 KV1142  MODELED GRAV-     980,196.2   (mgal)                       NAVD 88
 KV1142
 KV1142  VERT ORDER  -  FIRST     CLASS I
 KV1142
 KV1142.The horizontal coordinates were scaled from a topographic map and have
 KV1142.an estimated accuracy of +/- 6 seconds.
 KV1142
 KV1142.The orthometric height was determined by differential leveling
 KV1142.and adjusted by the National Geodetic Survey in June 1991..
 KV1142
 KV1142.The geoid height was determined by GEOID03.
 KV1142
 KV1142.The dynamic height is computed by dividing the NAVD 88
 KV1142.geopotential number by the normal gravity value computed on the
 KV1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1142.degrees latitude (g = 980.6199 gals.).
 KV1142
 KV1142.The modeled gravity was interpolated from observed gravity values.
 KV1142
 KV1142;                    North         East    Units  Estimated Accuracy
 KV1142;SPC NJ       -   145,760.      131,870.      MT  (+/- 180 meters Scaled)
 KV1142
 KV1142                          SUPERSEDED SURVEY CONTROL
 KV1142
 KV1142  NGVD 29 (01/10/92)   17.834  (m)           58.51   (f) ADJUSTED    1 1
 KV1142
 KV1142.Superseded values are not recommended for survey control.
 KV1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1142.See file dsdata.txt to determine how the superseded data were derived.
 KV1142
 KV1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK244440(NAD 83)
 KV1142_MARKER: DB = BENCH MARK DISK
 KV1142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1142_SP_SET: BUILDING
 KV1142_STAMPING: E 75 1974
 KV1142_MARK LOGO: NGS   
 KV1142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1142_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1142+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1988
 KV1142
 KV1142  HISTORY     - Date     Condition        Report By
 KV1142  HISTORY     - 1974     MONUMENTED       NGS
 KV1142  HISTORY     - 19880713 GOOD             NJGS
 KV1142
 KV1142                          STATION DESCRIPTION
 KV1142
 KV1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1142'AT BORDENTOWN.
 KV1142'AT BORDENTOWN, AT THE JUNCTION OF WALNUT STREET AND PRINCE STREET,
 KV1142'SET VERTICALLY IN THE SOUTHEAST FACE OF THE POST OFFICE, 22.2
 KV1142'FEET NORTHEAST OF THE CENTER OF THE MAIN ENTRANCE TO THE BUILDING,
 KV1142'31.9 FEET NORTHWEST OF THE NORTHWEST CURB OF WALNUT STREET, 10.7
 KV1142'FEET SOUTHWEST OF THE EAST CORNER OF THE BUILDING AND 4 FEET
 KV1142'ABOVE THE GROUND.
 KV1142
 KV1142                          STATION RECOVERY (1988)
 KV1142
 KV1142'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1165 ***********************************************************************
 KV1165  DESIGNATION -  E 76
 KV1165  PID         -  KV1165
 KV1165  STATE/COUNTY-  NJ/BURLINGTON
 KV1165  USGS QUAD   -  BEVERLY (1973)
 KV1165
 KV1165                         *CURRENT SURVEY CONTROL
 KV1165  ___________________________________________________________________
 KV1165* NAD 83(1986)-  40 03 31.     (N)    074 56 06.     (W)     SCALED    
 KV1165* NAVD 88     -         4.502  (meters)      14.77   (feet)  ADJUSTED  
 KV1165  ___________________________________________________________________
 KV1165  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV1165  DYNAMIC HT  -           4.500 (meters)      14.76  (feet)  COMP
 KV1165  MODELED GRAV-     980,191.0   (mgal)                       NAVD 88
 KV1165
 KV1165  VERT ORDER  -  FIRST     CLASS II
 KV1165
 KV1165.The horizontal coordinates were scaled from a topographic map and have
 KV1165.an estimated accuracy of +/- 6 seconds.
 KV1165
 KV1165.The orthometric height was determined by differential leveling
 KV1165.and adjusted by the National Geodetic Survey in June 1991..
 KV1165
 KV1165.The geoid height was determined by GEOID03.
 KV1165
 KV1165.The dynamic height is computed by dividing the NAVD 88
 KV1165.geopotential number by the normal gravity value computed on the
 KV1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1165.degrees latitude (g = 980.6199 gals.).
 KV1165
 KV1165.The modeled gravity was interpolated from observed gravity values.
 KV1165
 KV1165;                    North         East    Units  Estimated Accuracy
 KV1165;SPC NJ       -   136,110.      112,890.      MT  (+/- 180 meters Scaled)
 KV1165
 KV1165                          SUPERSEDED SURVEY CONTROL
 KV1165
 KV1165  NGVD 29 (01/10/92)    4.823  (m)           15.82   (f) ADJUSTED    1 2
 KV1165
 KV1165.Superseded values are not recommended for survey control.
 KV1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1165.See file dsdata.txt to determine how the superseded data were derived.
 KV1165
 KV1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK055342(NAD 83)
 KV1165_MARKER: DV = VERTICAL CONTROL DISK
 KV1165_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV1165_SP_SET: METAL ROD WITH BASE PLATE
 KV1165_STAMPING: E 76 1974
 KV1165_MARK LOGO: NGS   
 KV1165_PROJECTION: PROJECTING 2 CENTIMETERS
 KV1165_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1165+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1991
 KV1165_ROD/PIPE-DEPTH: 1.3  meters
 KV1165
 KV1165  HISTORY     - Date     Condition        Report By
 KV1165  HISTORY     - 1974     MONUMENTED       NGS
 KV1165  HISTORY     - 1984     GOOD             NJGS
 KV1165  HISTORY     - 19900606 GOOD             NJGS
 KV1165  HISTORY     - 19910623 GOOD             NJGS
 KV1165
 KV1165                          STATION DESCRIPTION
 KV1165
 KV1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1165'0.8 MI SW FROM BEVERLY.
 KV1165'0.85 MILE SOUTHWEST ALONG BURLINGTON AVENUE (COUNTY ROAD 543)
 KV1165'FROM THE POST OFFICE AT BEVERLY, AT THE CAVALIER TRANSPORTATION
 KV1165'COMPANY, 100.7 FEET NORTH-NORTHWEST OF CENTER LINE OF THE AVENUE,
 KV1165'132 FEET NORTHWEST OF THE CENTER OF THE RAILROAD CROSSING
 KV1165'AND THE AVENUE, 73.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2
 KV1165'FEET EAST-NORTHEAST OF A CHAIN LINK FENCE, 1.2 FEET SOUTH-SOUTHEAST
 KV1165'OF A METAL WITNESS POST AND ON THE TOP OF A 4-FOOT COPPER COATED
 KV1165'ROD THAT IS ATTACHED TO A METAL BASE PLATE, THE DISK IS 1 INCH
 KV1165'BELOW THE SURFACE OF THE GROUND AND ENCASED IN A 4-INCH PLASTIC
 KV1165'PIPE WHICH PROJECTS 1 INCH.
 KV1165
 KV1165                          STATION RECOVERY (1984)
 KV1165
 KV1165'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1984
 KV1165'RECOVERED IN GOOD CONDITION.
 KV1165
 KV1165                          STATION RECOVERY (1990)
 KV1165
 KV1165'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV1165'THE STATION IS LOCATED IN DELANCO TOWNSHIP, ON THE NORTH SIDE OF
 KV1165'BURLINGTON AVENUE, COUNTY ROAD 543 ON THE PROPERTY OF DISTIBUTEC
 KV1165'WAREHOUSING COMPANY.  TO REACH THE STATION FROM THE POST OFFICE IN
 KV1165'BEVERLY, GO SOUTHWEST ALONG BURLINGTON AVENUE FOR 0.85 MI (1.37 KM) TO
 KV1165'THE STATION ON THE RIGHT.  THE STATION IS 100.7 FT (30.7 M) NORTH
 KV1165'NORTHWEST OF THE CENTERLINE OF BURLINGTON AVENUE, 132.0 FT (40.2 M)
 KV1165'NORTHWEST OF THE CENTER OF A RAILROAD GRADE CROSSING, 73.6 FT (22.4 M)
 KV1165'SOUTHWEST FROM THE SOUTHWEST RAIL OF A SINGLE TRACK ON THE PROPERTY,
 KV1165'2.0 FT (0.6 M) EAST NORTHEAST OF A 8.0 FT (2.4 M) CHAIN LINK FENCE AND
 KV1165'1.2 FT (0.4 M) SOUTH SOUTHEAST OF A METAL WITNESS POST.  THE STATION
 KV1165'IS 1 INCH BELOW THE SURFACE OF THE GROUND AND ENCASED IN A 4 INCH
 KV1165'PLASTIC PIPE FLUSH WITH THE GROUND.
 KV1165
 KV1165                          STATION RECOVERY (1991)
 KV1165
 KV1165'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV1165'THE STATION IS LOCATED IN DELANCO TOWNSHIP IN BURLINGTON COUNTY ON
 KV1165'THE NORTH SIDE OF BURLINGTON AVENUE, COUNTY ROUTE 543, ON PROPERTY OF
 KV1165'THE DISTRIBUTEC WAREHOUSING COMPANY.  TO REACH THE STATION FROM THE
 KV1165'POST OFFICE IN BEVERLY, GO SOUTHWEST ALONG BURLINGTON AVENUE FOR 0.85
 KV1165'MI (1.37 KM) TO THE STATION ON THE RIGHT.  THE STATION IS 31.5 M
 KV1165'(103.3 FT) NORTH NORTHWEST FROM THE CENTERLINE OF BURLINGTON AVENUE,
 KV1165'24.3 M (79.7 FT) NORTH NORTHEAST FROM POLE NUMBER 60098BC, 22.4 M
 KV1165'(73.5 FT) SOUTHWEST FROM THE SOUTHWEST RAIL OF A SINGLE TRACK ON THE
 KV1165'PROPERTY, 19.5 M (64.0 FT) WEST FROM THE SOUTHWEST CORNER OF A
 KV1165'DRAINAGE HEADWALL SOUTHWEST OF THE RAILROAD TRACK, 0.9 M (3.0 FT)
 KV1165'NORTHEAST FROM THE SOUTHEAST CORNER OF A SIX FOOT HIGH CHAIN LINK
 KV1165'FENCE FOR INTERSTATE TRUCK SALES, A 2 STORY BRICK BUILDING, 9.0 M
 KV1165'(29.5 FT) NORTHEAST FROM POLE NUMBER 60845, ON THE PROPERTY OF
 KV1165'INTERSTATE TRUCK SALES AND 0.35 M (1.15 FT) SOUTH FROM A METAL
 KV1165'WITNESS POST.  THE STATION IS A STANDARD NGS DISK SET ON TOP OF A 4
 KV1165'FT (1.2 M) COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE
 KV1165'PLATE.  THE DISK IS 0.1 M (0.3 FT) BELOW THE SURFACE OF THE GROUND
 KV1165'AND ENCASED IN A 4 INCH PLASTIC PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2944 ***********************************************************************
 KV2944  DESIGNATION -  E 77
 KV2944  PID         -  KV2944
 KV2944  STATE/COUNTY-  NJ/WARREN
 KV2944  USGS QUAD   -  BLOOMSBURY (1970)
 KV2944
 KV2944                         *CURRENT SURVEY CONTROL
 KV2944  ___________________________________________________________________
 KV2944* NAD 83(1986)-  40 39 21.     (N)    075 05 41.     (W)     SCALED    
 KV2944* NAVD 88     -       111.219  (meters)     364.89   (feet)  ADJUSTED  
 KV2944  ___________________________________________________________________
 KV2944  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KV2944  DYNAMIC HT  -         111.167 (meters)     364.72  (feet)  COMP
 KV2944  MODELED GRAV-     980,156.3   (mgal)                       NAVD 88
 KV2944
 KV2944  VERT ORDER  -  FIRST     CLASS II
 KV2944
 KV2944.The horizontal coordinates were scaled from a topographic map and have
 KV2944.an estimated accuracy of +/- 6 seconds.
 KV2944
 KV2944.The orthometric height was determined by differential leveling
 KV2944.and adjusted by the National Geodetic Survey in June 1991..
 KV2944
 KV2944.The geoid height was determined by GEOID03.
 KV2944
 KV2944.The dynamic height is computed by dividing the NAVD 88
 KV2944.geopotential number by the normal gravity value computed on the
 KV2944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2944.degrees latitude (g = 980.6199 gals.).
 KV2944
 KV2944.The modeled gravity was interpolated from observed gravity values.
 KV2944
 KV2944;                    North         East    Units  Estimated Accuracy
 KV2944;SPC NJ       -   202,500.       99,710.      MT  (+/- 180 meters Scaled)
 KV2944
 KV2944                          SUPERSEDED SURVEY CONTROL
 KV2944
 KV2944  NGVD 29 (01/10/92)  111.440  (m)          365.62   (f) ADJUSTED    1 2
 KV2944
 KV2944.Superseded values are not recommended for survey control.
 KV2944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2944.See file dsdata.txt to determine how the superseded data were derived.
 KV2944
 KV2944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL919005(NAD 83)
 KV2944_MARKER: DV = VERTICAL CONTROL DISK
 KV2944_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2944_SP_SET: STAINLESS STEEL ROD
 KV2944_STAMPING: E 77 1978
 KV2944_MARK LOGO: NGS   
 KV2944_MAGNETIC: I = MARKER IS A STEEL ROD
 KV2944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2944_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2944+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2000
 KV2944
 KV2944  HISTORY     - Date     Condition        Report By
 KV2944  HISTORY     - 1978     MONUMENTED       NGS
 KV2944  HISTORY     - 19950113 GOOD             NJGS
 KV2944  HISTORY     - 20000808 GOOD             NJGS
 KV2944  HISTORY     - 20000816 GOOD             NJGS
 KV2944
 KV2944                          STATION DESCRIPTION
 KV2944
 KV2944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2944'0.35 MI NE FROM BLOOMSBURY.
 KV2944'0.35 MILE NORTHEAST ALONG STATE HIGHWAY 173 FROM ITS JUNCTION WITH
 KV2944'CHURCH STREET AT BLOOMSBURY, ALSO 3.65 MILES SOUTHEAST OF PHILLIPSBURG
 KV2944'SET AT THE NORTHEAST CORNER OF THE BLOOMSBURY CEMETERY, 33.5 FEET
 KV2944'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 10.5 FEET NORTHEAST OF
 KV2944'THE NORTHEAST CORNER OF THE TOMBSTONE FOR GEZA A. AND VERA A. NAGY,
 KV2944'9.5 FEET SOUTHWEST OF A STEEL FENCE CORNER, AND 1.5 FEET NORTHWEST
 KV2944'OF A WOOD FENCE.
 KV2944
 KV2944                          STATION RECOVERY (1995)
 KV2944
 KV2944'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV2944'RECOVERED AS DESCRIBED.
 KV2944
 KV2944                          STATION RECOVERY (2000)
 KV2944
 KV2944'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (ECB)
 KV2944'RECOVERED IN GOOD CONDITION.
 KV2944
 KV2944                          STATION RECOVERY (2000)
 KV2944
 KV2944'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (ECB)
 KV2944'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2920 ***********************************************************************
 KV2920  DESIGNATION -  E 78
 KV2920  PID         -  KV2920
 KV2920  STATE/COUNTY-  NJ/SOMERSET
 KV2920  USGS QUAD   -  RARITAN (1981)
 KV2920
 KV2920                         *CURRENT SURVEY CONTROL
 KV2920  ___________________________________________________________________
 KV2920* NAD 83(1996)-  40 35 16.39834(N)    074 39 05.85416(W)     ADJUSTED  
 KV2920* NAVD 88     -        48.230  (meters)     158.23   (feet)  ADJUSTED  
 KV2920  ___________________________________________________________________
 KV2920  X           -   1,283,866.438 (meters)                     COMP
 KV2920  Y           -  -4,677,505.725 (meters)                     COMP
 KV2920  Z           -   4,127,785.923 (meters)                     COMP
 KV2920  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 KV2920  ELLIP HEIGHT-          14.84  (meters)          (10/23/02) GPS OBS
 KV2920  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 KV2920  DYNAMIC HT  -          48.208 (meters)     158.16  (feet)  COMP
 KV2920  MODELED GRAV-     980,176.0   (mgal)                       NAVD 88
 KV2920
 KV2920  HORZ ORDER  -  SECOND
 KV2920  VERT ORDER  -  FIRST     CLASS II
 KV2920  ELLP ORDER  -  FOURTH    CLASS I
 KV2920
 KV2920.The horizontal coordinates were established by GPS observations
 KV2920.and adjusted by the National Geodetic Survey in May 1999..
 KV2920
 KV2920.The orthometric height was determined by differential leveling
 KV2920.and adjusted by the National Geodetic Survey in June 1991..
 KV2920
 KV2920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV2920
 KV2920.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV2920
 KV2920.The ellipsoidal height was determined by GPS observations
 KV2920.and is referenced to NAD 83.
 KV2920
 KV2920.The geoid height was determined by GEOID03.
 KV2920
 KV2920.The dynamic height is computed by dividing the NAVD 88
 KV2920.geopotential number by the normal gravity value computed on the
 KV2920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2920.degrees latitude (g = 980.6199 gals.).
 KV2920
 KV2920.The modeled gravity was interpolated from observed gravity values.
 KV2920
 KV2920;                    North         East     Units Scale Factor Converg.
 KV2920;SPC NJ       -   194,798.230   137,165.060   MT  0.99990203   -0 05 55.1
 KV2920;SPC NJ       -   639,100.53    450,015.70   sFT  0.99990203   -0 05 55.1
 KV2920;UTM  18      - 4,493,068.719   529,480.530   MT  0.99961070   +0 13 36.0
 KV2920
 KV2920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV2920!SPC NJ       -   0.99999767  x   0.99990203  =   0.99989970
 KV2920!UTM  18      -   0.99999767  x   0.99961070  =   0.99960837
 KV2920
 KV2920                          SUPERSEDED SURVEY CONTROL
 KV2920
 KV2920  ELLIP H (05/14/99)   14.85   (m)                       GP(       ) 4 1
 KV2920  NAD 83(1986)-  40 35 16.39823(N)    074 39 05.85588(W) AD(       ) 2
 KV2920  NGVD 29 (01/10/92)   48.493  (m)          159.10   (f) ADJUSTED    1 2
 KV2920
 KV2920.Superseded values are not recommended for survey control.
 KV2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2920.See file dsdata.txt to determine how the superseded data were derived.
 KV2920
 KV2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2948193069(NAD 83)
 KV2920_MARKER: DB = BENCH MARK DISK
 KV2920_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2920_SP_SET: STAINLESS STEEL ROD
 KV2920_STAMPING: E 78 1978
 KV2920_MARK LOGO: NGS   
 KV2920_PROJECTION: FLUSH
 KV2920_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV2920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2920+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1990
 KV2920_ROD/PIPE-DEPTH: 1.5  meters
 KV2920
 KV2920  HISTORY     - Date     Condition        Report By
 KV2920  HISTORY     - 1978     MONUMENTED       NGS
 KV2920  HISTORY     - 19891211 GOOD             NJGS
 KV2920  HISTORY     - 19900212 GOOD
 KV2920  HISTORY     - 20011115 MARK NOT FOUND   STEWRT
 KV2920
 KV2920                          STATION DESCRIPTION
 KV2920
 KV2920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2920'2.6 MI NW FROM SOMERVILLE.
 KV2920'2.6 MILES NORTHWEST ALONG STATE ROUTE 28 FROM THE COUNTY COURT HOUSE
 KV2920'AT SOMERVILLE, SET 40.0 FEET NORTHWEST OF THE ENTRANCE TO THE VILLA,
 KV2920'48.5 FEET SOUTHWEST OF THE CENTER LINE OF STATE ROUTE 28, 50.1 FEET
 KV2920'SOUTHEAST OF A FIRE HYDRANT AND 4.7 FEET EAST OF THE SOUTHWEST CORNER
 KV2920'OF THE BRICK FOUNDATION OF THE SIGN WITH THE VILLA ON IT.
 KV2920
 KV2920                          STATION RECOVERY (1989)
 KV2920
 KV2920'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV2920'THE STATION IS LOCATED IN BRIDGEWATER TOWNSHIP, ON THE SOUTHWEST SIDE
 KV2920'OF STATE ROUTE 28.  TO REACH THE STATION FROM THE SOMERVILLE CIRCLE,
 KV2920'AT THE JUNCTION OF STATE ROUTE 28, AND U.S. HIGHWAYS 202 AND 206, IN
 KV2920'RARITAN BOROUGH, JUST WEST OF SOMERVILLE BOROUGH, GO 2.4 KM
 KV2920'(1.49 MI) NORTHWEST ON ROUTE 28 TO THE VILLA RESTAURANT AND THE
 KV2920'STATION ON THE LEFT.  IT IS 8.8 M (28.87 FT) NORTHWEST FROM THE EDGE
 KV2920'OF THE DRIVEWAY, 14.7 M (48.23 FT) SOUTHWEST OF THE ROUTE 28
 KV2920'CENTERLINE, 15.5 M (50.85 FT) SOUTHEAST OF A FIRE HYDRANT, 3.5 M
 KV2920'(11.48 FT) SOUTHWEST OF THE NORTHWEST CORNER AND 2.1 M (6.89 FT) WEST
 KV2920'OF THE SOUTHWEST CORNER OF THE VILLA RESTAURANT SIGN AND 15.4 M
 KV2920'(50.52 FT) NORTHWEST FROM POLE 7706 BWT, SOUTHEAST OF THE DRIVEWAY.
 KV2920'THE STATION IS 0.02 M (0.07 FT) BELOW THE GROUND IN A PVC PIPE.
 KV2920
 KV2920                          STATION RECOVERY (1990)
 KV2920
 KV2920'RECOVERED 1990
 KV2920'RECOVERED IN GOOD CONDITION.
 KV2920
 KV2920                          STATION RECOVERY (2001)
 KV2920
 KV2920'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2001 (JMS)
 KV2920'A NEW SHOPPING CENTER HAS BEEN BUILT ON THE SITE AND A BASIN HAS BEEN
 KV2920'CONSTRUCTED IN THE AREA OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2321 ***********************************************************************
 JU2321  DESIGNATION -  E 79
 JU2321  PID         -  JU2321
 JU2321  STATE/COUNTY-  NJ/CAPE MAY
 JU2321  USGS QUAD   -  WOODBINE (1972)
 JU2321
 JU2321                         *CURRENT SURVEY CONTROL
 JU2321  ___________________________________________________________________
 JU2321* NAD 83(1986)-  39 11 53.     (N)    074 50 54.     (W)     SCALED    
 JU2321* NAVD 88     -         3.447  (meters)      11.31   (feet)  ADJUSTED  
 JU2321  ___________________________________________________________________
 JU2321  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 JU2321  DYNAMIC HT  -           3.445 (meters)      11.30  (feet)  COMP
 JU2321  MODELED GRAV-     980,086.4   (mgal)                       NAVD 88
 JU2321
 JU2321  VERT ORDER  -  FIRST     CLASS II
 JU2321
 JU2321.The horizontal coordinates were scaled from a topographic map and have
 JU2321.an estimated accuracy of +/- 6 seconds.
 JU2321
 JU2321.The orthometric height was determined by differential leveling
 JU2321.and adjusted by the National Geodetic Survey in June 1991..
 JU2321
 JU2321.The geoid height was determined by GEOID03.
 JU2321
 JU2321.The dynamic height is computed by dividing the NAVD 88
 JU2321.geopotential number by the normal gravity value computed on the
 JU2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2321.degrees latitude (g = 980.6199 gals.).
 JU2321
 JU2321.The modeled gravity was interpolated from observed gravity values.
 JU2321
 JU2321;                    North         East    Units  Estimated Accuracy
 JU2321;SPC NJ       -    40,540.      119,910.      MT  (+/- 180 meters Scaled)
 JU2321
 JU2321                          SUPERSEDED SURVEY CONTROL
 JU2321
 JU2321  NGVD 29 (01/10/92)    3.826  (m)           12.55   (f) ADJUSTED    1 2
 JU2321
 JU2321.Superseded values are not recommended for survey control.
 JU2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2321.See file dsdata.txt to determine how the superseded data were derived.
 JU2321
 JU2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ130387(NAD 83)
 JU2321_MARKER: DB = BENCH MARK DISK
 JU2321_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2321_SP_SET: STAINLESS STEEL ROD
 JU2321_STAMPING: E 79 1979
 JU2321_PROJECTION: RECESSED 5 CENTIMETERS
 JU2321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2321_ROD/PIPE-DEPTH: 7.62 meters
 JU2321
 JU2321  HISTORY     - Date     Condition        Report By
 JU2321  HISTORY     - 1979     MONUMENTED       NGS
 JU2321
 JU2321                          STATION DESCRIPTION
 JU2321
 JU2321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2321'3.6 MI SE FROM ELDORA.
 JU2321'3.6 MILES SOUTHEAST ALONG STATE ROUTE 47 FROM THE MOST SOUTHEASTERLY
 JU2321'OF TWO Y-JUNCTIONS OF COUNTY ROAD 550 SPUR IN ELDORA, ALSO 2.2 MILES
 JU2321'NORTHWEST ALONG STATE ROUTE 47 FROM THE JUNCTION OF STATE ROUTE 83 IN
 JU2321'SOUTH DENNIS, AT THE JUNCTION OF JAKES LANDING, LEADING SOUTHWEST, AND
 JU2321'DUDUCAN ROAD LEADING NORTHEAST, AT A SMALL GARDENING STORE, LITTLE
 JU2321'VILLAGE GARDEN WORLD, 103 FEET NORTHEAST OF THE CENTER LINE OF THE
 JU2321'HIGHWAY, 86 FEET SOUTHEAST OF THE CENTER OF DUDUCAN ROAD, 32.5 FEET
 JU2321'NORTHEAST OF THE NORTH CORNER OF A GREENHOUSE, 9 FEET SOUTHWEST OF THE
 JU2321'SOUTHWEST FACE OF A 9 FOOT RED SHED, AND 3 FEET NORTHWEST OF A UTILITY
 JU2321'POLE WITH A FIRE SIREN.
 JU2321'THE MARK IS 3 FT  NW FROM A WITNESS POST.
 JU2321'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0115 ***********************************************************************
 JU0115  DESIGNATION -  E 8
 JU0115  PID         -  JU0115
 JU0115  STATE/COUNTY-  NJ/BURLINGTON
 JU0115  USGS QUAD   -  NEW GRETNA (1977)
 JU0115
 JU0115                         *CURRENT SURVEY CONTROL
 JU0115  ___________________________________________________________________
 JU0115* NAD 83(1986)-  39 35 28.     (N)    074 27 35.     (W)     SCALED    
 JU0115* NAVD 88     -         4.086  (meters)      13.41   (feet)  ADJUSTED  
 JU0115  ___________________________________________________________________
 JU0115  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JU0115  DYNAMIC HT  -           4.084 (meters)      13.40  (feet)  COMP
 JU0115  MODELED GRAV-     980,154.8   (mgal)                       NAVD 88
 JU0115
 JU0115  VERT ORDER  -  FIRST     CLASS II
 JU0115
 JU0115.The horizontal coordinates were scaled from a topographic map and have
 JU0115.an estimated accuracy of +/- 6 seconds.
 JU0115
 JU0115.The orthometric height was determined by differential leveling
 JU0115.and adjusted by the National Geodetic Survey in June 1991..
 JU0115
 JU0115.The geoid height was determined by GEOID03.
 JU0115
 JU0115.The dynamic height is computed by dividing the NAVD 88
 JU0115.geopotential number by the normal gravity value computed on the
 JU0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0115.degrees latitude (g = 980.6199 gals.).
 JU0115
 JU0115.The modeled gravity was interpolated from observed gravity values.
 JU0115
 JU0115;                    North         East    Units  Estimated Accuracy
 JU0115;SPC NJ       -    84,120.      153,460.      MT  (+/- 180 meters Scaled)
 JU0115
 JU0115                          SUPERSEDED SURVEY CONTROL
 JU0115
 JU0115  NGVD 29 (??/??/??)    4.472  (m)           14.67   (f) ADJUSTED    1 2
 JU0115
 JU0115.Superseded values are not recommended for survey control.
 JU0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0115.See file dsdata.txt to determine how the superseded data were derived.
 JU0115
 JU0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ463825(NAD 83)
 JU0115_MARKER: DB = BENCH MARK DISK
 JU0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0115_STAMPING: 14.672 E 8 1930
 JU0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0115+STABILITY: SURFACE MOTION
 JU0115
 JU0115  HISTORY     - Date     Condition        Report By
 JU0115  HISTORY     - 1930     MONUMENTED       CGS
 JU0115  HISTORY     - 1950     MARK NOT FOUND   CGS
 JU0115  HISTORY     - 1964     MARK NOT FOUND   CGS
 JU0115  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0115
 JU0115                          STATION DESCRIPTION
 JU0115
 JU0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JU0115'1 MI S FROM NEW GRETNA.
 JU0115'AT NEW GRETNA, ON STATE HIGHWAY 4 (U.S. HIGHWAY 9), AT THE SOUTH
 JU0115'EDGE OF TOWN, IN THE SOUTHWEST CORNER OF A CULTIVATED FIELD AT
 JU0115'THE EDGE OF WOODS IN 1934, 794 FEET SOUTH OF A ROAD INTERSECTION
 JU0115'AND POLE 641, NEAR THE MIDDLE OF A LONG CURVE, AND 26 FEET
 JU0115'EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 JU0115'14.672 E 8 1930 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JU0115'THE GROUND.
 JU0115
 JU0115                          STATION RECOVERY (1964)
 JU0115
 JU0115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0115'MARK NOT FOUND.
 JU0115
 JU0115                          STATION RECOVERY (1985)
 JU0115
 JU0115'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2418 ***********************************************************************
 JU2418  DESIGNATION -  E 80
 JU2418  PID         -  JU2418
 JU2418  STATE/COUNTY-  NJ/ATLANTIC
 JU2418  USGS QUAD   -  OCEAN CITY (1994)
 JU2418
 JU2418                         *CURRENT SURVEY CONTROL
 JU2418  ___________________________________________________________________
 JU2418* NAD 83(1986)-  39 18 57.     (N)    074 31 52.     (W)     SCALED    
 JU2418* NAVD 88     -         4.351  (meters)      14.27   (feet)  ADJUSTED  
 JU2418  ___________________________________________________________________
 JU2418  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 JU2418  DYNAMIC HT  -           4.348 (meters)      14.27  (feet)  COMP
 JU2418  MODELED GRAV-     980,103.4   (mgal)                       NAVD 88
 JU2418
 JU2418  VERT ORDER  -  FIRST     CLASS II
 JU2418
 JU2418.The horizontal coordinates were scaled from a topographic map and have
 JU2418.an estimated accuracy of +/- 6 seconds.
 JU2418
 JU2418.The orthometric height was determined by differential leveling
 JU2418.and adjusted by the National Geodetic Survey in March 2005..
 JU2418
 JU2418.The geoid height was determined by GEOID03.
 JU2418
 JU2418.The dynamic height is computed by dividing the NAVD 88
 JU2418.geopotential number by the normal gravity value computed on the
 JU2418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2418.degrees latitude (g = 980.6199 gals.).
 JU2418
 JU2418.The modeled gravity was interpolated from observed gravity values.
 JU2418
 JU2418;                    North         East    Units  Estimated Accuracy
 JU2418;SPC NJ       -    53,560.      147,320.      MT  (+/- 180 meters Scaled)
 JU2418
 JU2418                          SUPERSEDED SURVEY CONTROL
 JU2418
 JU2418  NAVD 88 (06/15/91)    4.342  (m)           14.25   (f) UNKNOWN     1 2
 JU2418  NGVD 29 (01/10/92)    4.735  (m)           15.53   (f) ADJUSTED    1 2
 JU2418
 JU2418.Superseded values are not recommended for survey control.
 JU2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2418.See file dsdata.txt to determine how the superseded data were derived.
 JU2418
 JU2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ404519(NAD 83)
 JU2418_MARKER: DV = VERTICAL CONTROL DISK
 JU2418_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU2418_SP_SET: BRIDGE ABUTMENT
 JU2418_STAMPING: E 80 1979
 JU2418_MARK LOGO: NGS   
 JU2418_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2418+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 JU2418
 JU2418  HISTORY     - Date     Condition        Report By
 JU2418  HISTORY     - 1979     MONUMENTED       NGS
 JU2418  HISTORY     - 20000808 GOOD             NJGS
 JU2418
 JU2418                          STATION DESCRIPTION
 JU2418
 JU2418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2418'IN LONGPORT.
 JU2418'IN LONGPORT, AT THE WEST END OF THE STATE ROUTE 152 BRIDGE OVER
 JU2418'BEACH THOROFARE, SET IN THE WALKWAY OF THE SOUTH SIDE OF THE
 JU2418'BRIDGE WHICH IS PART OF THE WEST ABUTMENT, 17 FEET SOUTH OF THE
 JU2418'CENTERLINE OF ROUTE 152, 13.3 FEET EAST OF THE WEST END OF THE
 JU2418'CONCRETE GUARD RAIL, 5 FEET SOUTHEAST OF THE CENTER OF A CATCH
 JU2418'BASIN, 0.6 FEET NORTH OF THE NORTH FACE OF THE CONCRETE GUARD RAIL.
 JU2418'THE MARK IS 1 FT ABOVE HIGHWAY.
 JU2418
 JU2418                          STATION RECOVERY (2000)
 JU2418
 JU2418'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU2418'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1174 ***********************************************************************
 HU1174  DESIGNATION -  E 81
 HU1174  PID         -  HU1174
 HU1174  STATE/COUNTY-  NJ/CAPE MAY
 HU1174  USGS QUAD   -  CAPE MAY (1972)
 HU1174
 HU1174                         *CURRENT SURVEY CONTROL
 HU1174  ___________________________________________________________________
 HU1174* NAD 83(1986)-  38 58 10.     (N)    074 54 51.     (W)     SCALED    
 HU1174* NAVD 88     -         3.696  (meters)      12.13   (feet)  ADJUSTED  
 HU1174  ___________________________________________________________________
 HU1174  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 HU1174  DYNAMIC HT  -           3.694 (meters)      12.12  (feet)  COMP
 HU1174  MODELED GRAV-     980,050.6   (mgal)                       NAVD 88
 HU1174
 HU1174  VERT ORDER  -  FIRST     CLASS II
 HU1174
 HU1174.The horizontal coordinates were scaled from a topographic map and have
 HU1174.an estimated accuracy of +/- 6 seconds.
 HU1174
 HU1174.The orthometric height was determined by differential leveling
 HU1174.and adjusted by the National Geodetic Survey in June 1991..
 HU1174
 HU1174.The geoid height was determined by GEOID03.
 HU1174
 HU1174.The dynamic height is computed by dividing the NAVD 88
 HU1174.geopotential number by the normal gravity value computed on the
 HU1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1174.degrees latitude (g = 980.6199 gals.).
 HU1174
 HU1174.The modeled gravity was interpolated from observed gravity values.
 HU1174
 HU1174;                    North         East    Units  Estimated Accuracy
 HU1174;SPC NJ       -    15,190.      114,110.      MT  (+/- 180 meters Scaled)
 HU1174
 HU1174                          SUPERSEDED SURVEY CONTROL
 HU1174
 HU1174  NGVD 29 (01/10/92)    4.098  (m)           13.44   (f) ADJUSTED    1 2
 HU1174
 HU1174.Superseded values are not recommended for survey control.
 HU1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1174.See file dsdata.txt to determine how the superseded data were derived.
 HU1174
 HU1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ074133(NAD 83)
 HU1174_MARKER: DB = BENCH MARK DISK
 HU1174_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HU1174_SP_SET: STAINLESS STEEL ROD
 HU1174_STAMPING: E 81 1979
 HU1174_MARK LOGO: NGS   
 HU1174_PROJECTION: FLUSH
 HU1174_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU1174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU1174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1174+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2001
 HU1174_ROD/PIPE-DEPTH: 6.10 meters
 HU1174
 HU1174  HISTORY     - Date     Condition        Report By
 HU1174  HISTORY     - 1979     MONUMENTED       NGS
 HU1174  HISTORY     - 19950705 GOOD             NJGS
 HU1174  HISTORY     - 19991002 GOOD             USPSQD
 HU1174  HISTORY     - 20010611 GOOD             NJGS
 HU1174
 HU1174                          STATION DESCRIPTION
 HU1174
 HU1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HU1174'0.3 MI NE FROM COLD SPRINGS.
 HU1174'0.3 MILE NORTHEAST ALONG U.S. HIGHWAY 9 FROM THE JUNCTION OF STATE
 HU1174'HIGHWAY 109 AT COLD SPRINGS, TO THE MARK ON THE LEFT, 33.5 FEET
 HU1174'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET SOUTHEAST OF THE
 HU1174'SOUTHEAST RAIL OF THE PRSL RAILROAD, 10.5 FEET NORTHWEST OF POWER POLE
 HU1174'NUMBER W9647, AND 4 FEET SOUTHEAST OF A GUY WIRE.
 HU1174'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 HU1174'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 HU1174
 HU1174                          STATION RECOVERY (1995)
 HU1174
 HU1174'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 HU1174'RECOVERED AS DESCRIBED.  THE STATION IS ABOUT 0.35 MI (0.56 KM) NORTH
 HU1174'ON U.S.  HIGHWAY 9 FROM THE JUNCTION WITH STATE ROUTE 109 TO THE
 HU1174'STATION ON THE LEFT AND IS ALSO ABOUT 0.25 MI (0.40 KM) SOUTH
 HU1174'SOUTHWEST ON U.S.  HIGHWAY 9 FROM THE HISTORICAL SITE AT THE COLD
 HU1174'SPRING VILLAGE MUSEUM TO THE STATION ON THE RIGHT.
 HU1174
 HU1174                          STATION RECOVERY (1999)
 HU1174
 HU1174'RECOVERY NOTE BY US POWER SQUADRON 1999
 HU1174'RECOVERED IN GOOD CONDITION.
 HU1174
 HU1174                          STATION RECOVERY (2001)
 HU1174
 HU1174'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 HU1174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2235 ***********************************************************************
 JU2235  DESIGNATION -  E 82
 JU2235  PID         -  JU2235
 JU2235  STATE/COUNTY-  NJ/SALEM
 JU2235  USGS QUAD   -  SALEM (1995)
 JU2235
 JU2235                         *CURRENT SURVEY CONTROL
 JU2235  ___________________________________________________________________
 JU2235* NAD 83(1986)-  39 36 07.     (N)    075 29 48.     (W)     SCALED    
 JU2235* NAVD 88     -         3.544  (meters)      11.63   (feet)  ADJUSTED  
 JU2235  ___________________________________________________________________
 JU2235  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JU2235  DYNAMIC HT  -           3.543 (meters)      11.62  (feet)  COMP
 JU2235  MODELED GRAV-     980,134.1   (mgal)                       NAVD 88
 JU2235
 JU2235  VERT ORDER  -  FIRST     CLASS II
 JU2235
 JU2235.The horizontal coordinates were scaled from a topographic map and have
 JU2235.an estimated accuracy of +/- 6 seconds.
 JU2235
 JU2235.The orthometric height was determined by differential leveling
 JU2235.and adjusted by the National Geodetic Survey in June 1991..
 JU2235
 JU2235.The geoid height was determined by GEOID03.
 JU2235
 JU2235.The dynamic height is computed by dividing the NAVD 88
 JU2235.geopotential number by the normal gravity value computed on the
 JU2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2235.degrees latitude (g = 980.6199 gals.).
 JU2235
 JU2235.The modeled gravity was interpolated from observed gravity values.
 JU2235
 JU2235;                    North         East    Units  Estimated Accuracy
 JU2235;SPC NJ       -    85,800.       64,410.      MT  (+/- 180 meters Scaled)
 JU2235
 JU2235                          SUPERSEDED SURVEY CONTROL
 JU2235
 JU2235  NGVD 29 (01/10/92)    3.814  (m)           12.51   (f) ADJUSTED    1 2
 JU2235
 JU2235.Superseded values are not recommended for survey control.
 JU2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2235.See file dsdata.txt to determine how the superseded data were derived.
 JU2235
 JU2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ573836(NAD 83)
 JU2235_MARKER: DV = VERTICAL CONTROL DISK
 JU2235_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2235_SP_SET: STAINLESS STEEL ROD
 JU2235_STAMPING: E 82 1979
 JU2235_MARK LOGO: NGS   
 JU2235_PROJECTION: RECESSED 10 CENTIMETERS
 JU2235_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2235+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 JU2235_ROD/PIPE-DEPTH: 13.4 meters
 JU2235
 JU2235  HISTORY     - Date     Condition        Report By
 JU2235  HISTORY     - 1979     MONUMENTED       NGS
 JU2235  HISTORY     - 1987     GOOD             LOCSUR
 JU2235  HISTORY     - 19940829 GOOD             NJGS
 JU2235
 JU2235                          STATION DESCRIPTION
 JU2235
 JU2235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2235'2.8 MI NW FROM SALEM.
 JU2235'2.8 MILES NORTHWEST ALONG STATE ROUTE 49 FROM THE POST OFFICE IN SALEM
 JU2235'TO THE Y-JUNCTION OF LIGHTHOUSE ROAD AND THE MARK ON THE LEFT, BETWEEN
 JU2235'POWER POLE 17370 AND ITS BRACE POLE WITH A STREET LIGHT AND A GUY WIRE
 JU2235'62.5 FEET NORTHWEST OF THE CENTER LINE OF ROUTE 49 , 38 FEET NORTHWEST
 JU2235'OF THE ROAD SIGN, LIGHTHOUSE ROAD, 23 FEET NORTH OF THE CENTER LINE OF
 JU2235'THE SOUTHEAST FORK OF LIGHTHOUSE ROAD, 6.5 FEET SOUTHWEST OF THE BRACE
 JU2235'POLE, 4 FEET NORTH OF POWER POLE 17370.
 JU2235'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 JU2235'THE MARK IS 1 FT ABOVE HIGHWAY.
 JU2235
 JU2235                          STATION RECOVERY (1987)
 JU2235
 JU2235'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (CT)
 JU2235'RECOVERED IN GOOD CONDITION.
 JU2235
 JU2235                          STATION RECOVERY (1994)
 JU2235
 JU2235'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU2235'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0941 ***********************************************************************
 JU0941  DESIGNATION -  E 9
 JU0941  PID         -  JU0941
 JU0941  STATE/COUNTY-  NJ/CUMBERLAND
 JU0941  USGS QUAD   -  BRIDGETON (1977)
 JU0941
 JU0941                         *CURRENT SURVEY CONTROL
 JU0941  ___________________________________________________________________
 JU0941* NAD 83(1986)-  39 24 37.     (N)    075 07 35.     (W)     SCALED    
 JU0941* NAVD 88     -        29.761  (meters)      97.64   (feet)  POSTED    
 JU0941  ___________________________________________________________________
 JU0941  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JU0941  DYNAMIC HT  -          29.750 (meters)      97.60  (feet)  COMP
 JU0941  MODELED GRAV-     980,119.8   (mgal)                       NAVD 88
 JU0941
 JU0941  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JU0941
 JU0941.The horizontal coordinates were scaled from a topographic map and have
 JU0941.an estimated accuracy of +/- 6 seconds.
 JU0941
 JU0941.The orthometric height was determined by differential leveling
 JU0941.and adjusted by the National Geodetic Survey in 1992..
 JU0941.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JU0941.rate of 1.1 thru 2.0 mm/km.
 JU0941
 JU0941.The geoid height was determined by GEOID03.
 JU0941
 JU0941.The dynamic height is computed by dividing the NAVD 88
 JU0941.geopotential number by the normal gravity value computed on the
 JU0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0941.degrees latitude (g = 980.6199 gals.).
 JU0941
 JU0941.The modeled gravity was interpolated from observed gravity values.
 JU0941
 JU0941;                    North         East    Units  Estimated Accuracy
 JU0941;SPC NJ       -    64,230.       96,060.      MT  (+/- 180 meters Scaled)
 JU0941
 JU0941                          SUPERSEDED SURVEY CONTROL
 JU0941
 JU0941  NGVD 29 (??/??/??)   30.152  (m)           98.92   (f) ADJUSTED    1 2
 JU0941
 JU0941.Superseded values are not recommended for survey control.
 JU0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0941.See file dsdata.txt to determine how the superseded data were derived.
 JU0941
 JU0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ891623(NAD 83)
 JU0941_MARKER: DB = BENCH MARK DISK
 JU0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0941_STAMPING: 98.924 E 9 1930
 JU0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0941+STABILITY: SURFACE MOTION
 JU0941
 JU0941  HISTORY     - Date     Condition        Report By
 JU0941  HISTORY     - 1930     MONUMENTED       CGS
 JU0941  HISTORY     - 1934     GOOD             CGS
 JU0941  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 JU0941
 JU0941                          STATION DESCRIPTION
 JU0941
 JU0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JU0941'5 MI W FROM MILLVILLE.
 JU0941'5 MILES WEST ALONG STATE HIGHWAY 49 FROM MILLVILLE, CUMBERLAND
 JU0941'COUNTY, BETWEEN AN APPLE ORCHARD AND A THICK WOOD, 49 FEET EAST
 JU0941'OF POLE 236, 15 FEET NORTHWEST OF POLE 2335, AND 22 FEET NORTH OF
 JU0941'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 98.924
 JU0941'E 9 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JU0941'INCHES ABOVE GROUND.
 JU0941
 JU0941                          STATION RECOVERY (1995)
 JU0941
 JU0941'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4432 ***********************************************************************
 JU4432  DESIGNATION -  E HARBOR 1
 JU4432  PID         -  JU4432
 JU4432  STATE/COUNTY-  NJ/ATLANTIC
 JU4432  USGS QUAD   -  OCEAN CITY (1994)
 JU4432
 JU4432                         *CURRENT SURVEY CONTROL
 JU4432  ___________________________________________________________________
 JU4432* NAD 83(1996)-  39 20 18.51228(N)    074 36 22.08432(W)     ADJUSTED  
 JU4432* NAVD 88     -         3.294  (meters)      10.81   (feet)  ADJUSTED  
 JU4432  ___________________________________________________________________
 JU4432  X           -   1,311,222.932 (meters)                     COMP
 JU4432  Y           -  -4,762,356.385 (meters)                     COMP
 JU4432  Z           -   4,021,430.278 (meters)                     COMP
 JU4432  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 JU4432  ELLIP HEIGHT-         -30.98  (meters)          (10/23/02) GPS OBS
 JU4432  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 JU4432  DYNAMIC HT  -           3.292 (meters)      10.80  (feet)  COMP
 JU4432  MODELED GRAV-     980,109.3   (mgal)                       NAVD 88
 JU4432
 JU4432  HORZ ORDER  -  FIRST
 JU4432  VERT ORDER  -  FIRST     CLASS II
 JU4432  ELLP ORDER  -  FOURTH    CLASS I
 JU4432
 JU4432.The horizontal coordinates were established by GPS observations
 JU4432.and adjusted by the National Geodetic Survey in May 1999..
 JU4432
 JU4432.The orthometric height was determined by differential leveling
 JU4432.and adjusted by the National Geodetic Survey in March 2005..
 JU4432.No vertical observational check was made to the station.
 JU4432
 JU4432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4432
 JU4432.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4432
 JU4432.The ellipsoidal height was determined by GPS observations
 JU4432.and is referenced to NAD 83.
 JU4432
 JU4432.The geoid height was determined by GEOID03.
 JU4432
 JU4432.The dynamic height is computed by dividing the NAVD 88
 JU4432.geopotential number by the normal gravity value computed on the
 JU4432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4432.degrees latitude (g = 980.6199 gals.).
 JU4432
 JU4432.The modeled gravity was interpolated from observed gravity values.
 JU4432
 JU4432;                    North         East     Units Scale Factor Converg.
 JU4432;SPC NJ       -    56,079.208   140,850.826   MT  0.99990103   -0 04 02.2
 JU4432;SPC NJ       -   183,986.53    462,108.08   sFT  0.99990103   -0 04 02.2
 JU4432;UTM  18      - 4,354,412.636   533,942.465   MT  0.99961418   +0 14 58.8
 JU4432
 JU4432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4432!SPC NJ       -   1.00000486  x   0.99990103  =   0.99990589
 JU4432!UTM  18      -   1.00000486  x   0.99961418  =   0.99961904
 JU4432
 JU4432:                Primary Azimuth Mark                     Grid Az
 JU4432:SPC NJ       -  E HARBOR 2                               029 43 51.0
 JU4432:UTM  18      -  E HARBOR 2                               029 24 50.0
 JU4432
 JU4432|---------------------------------------------------------------------|
 JU4432| PID    Reference Object                     Distance      Geod. Az  |
 JU4432|                                                           dddmmss.s |
 JU4432| JU4433 E HARBOR 2                          APPROX. 0.6 KM 0293948.8 |
 JU4432|---------------------------------------------------------------------|
 JU4432
 JU4432                          SUPERSEDED SURVEY CONTROL
 JU4432
 JU4432  ELLIP H (05/14/99)  -31.04   (m)                       GP(       ) 4 1
 JU4432  NAD 83(1992)-  39 20 18.51161(N)    074 36 22.08370(W) AD(       ) 1
 JU4432  ELLIP H (04/25/94)  -31.11   (m)                       GP(       ) 3 1
 JU4432
 JU4432.Superseded values are not recommended for survey control.
 JU4432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4432.See file dsdata.txt to determine how the superseded data were derived.
 JU4432
 JU4432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3394254413(NAD 83)
 JU4432_MARKER: DD = SURVEY DISK
 JU4432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4432_SP_SET: CONCRETE POST
 JU4432_STAMPING: E HARBOR 1 1991
 JU4432_MARK LOGO: NJHA  
 JU4432_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4432+STABILITY: SURFACE MOTION
 JU4432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4432+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000
 JU4432
 JU4432  HISTORY     - Date     Condition        Report By
 JU4432  HISTORY     - 1991     MONUMENTED       NJHA
 JU4432  HISTORY     - 19930921 GOOD
 JU4432  HISTORY     - 20000613 GOOD             NJGS
 JU4432
 JU4432                          STATION DESCRIPTION
 JU4432
 JU4432'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 JU4432'THE STATION IS LOCATED IN EGG HARBOR TOWNSHIP ON THE WEST SIDE OF THE
 JU4432'GARDEN STATE PARKWAY SOUTHBOUND LANES AT ABOUT MILEPOINT 31.23. THE
 JU4432'STATION, SET FLUSH WITH THE GROUND, IS 35.9 FT (10.9 M) WEST
 JU4432'NORTHWEST FROM, AND NORMAL TO, THE SOLID WHITE LINE AT THE WEST EDGE
 JU4432'OF THE SOUTHBOUND LANES, 61.6 FT (18.8 M) EAST SOUTHEAST FROM A 0.8
 JU4432'FT (24.4 CM) DIAMETER PINE TREE WITH NAIL IN YELLOW PLASTIC, 106.3 FT
 JU4432'(32.4 M) NORTH NORTHEAST FROM A DOUBLE DRAIN INLET WEST OF THE
 JU4432'SOUTHBOUND ROADWAY.
 JU4432
 JU4432                          STATION RECOVERY (1993)
 JU4432
 JU4432'RECOVERED 1993
 JU4432'RECOVERED IN GOOD CONDITION.
 JU4432
 JU4432                          STATION RECOVERY (2000)
 JU4432
 JU4432'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU4432'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4433 ***********************************************************************
 JU4433  DESIGNATION -  E HARBOR 2
 JU4433  PID         -  JU4433
 JU4433  STATE/COUNTY-  NJ/ATLANTIC
 JU4433  USGS QUAD   -  OCEAN CITY (1994)
 JU4433
 JU4433                         *CURRENT SURVEY CONTROL
 JU4433  ___________________________________________________________________
 JU4433* NAD 83(1996)-  39 20 35.31479(N)    074 36 09.75958(W)     ADJUSTED  
 JU4433* NAVD 88     -         9.407  (meters)      30.86   (feet)  ADJUSTED  
 JU4433  ___________________________________________________________________
 JU4433  X           -   1,311,421.530 (meters)                     COMP
 JU4433  Y           -  -4,761,965.892 (meters)                     COMP
 JU4433  Z           -   4,021,834.910 (meters)                     COMP
 JU4433  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 JU4433  ELLIP HEIGHT-         -24.86  (meters)          (10/23/02) GPS OBS
 JU4433  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JU4433  DYNAMIC HT  -           9.403 (meters)      30.85  (feet)  COMP
 JU4433  MODELED GRAV-     980,110.0   (mgal)                       NAVD 88
 JU4433
 JU4433  HORZ ORDER  -  FIRST
 JU4433  VERT ORDER  -  FIRST     CLASS II
 JU4433  ELLP ORDER  -  FOURTH    CLASS I
 JU4433
 JU4433.The horizontal coordinates were established by GPS observations
 JU4433.and adjusted by the National Geodetic Survey in May 1999..
 JU4433
 JU4433.The orthometric height was determined by differential leveling
 JU4433.and adjusted by the National Geodetic Survey in March 2005..
 JU4433.No vertical observational check was made to the station.
 JU4433
 JU4433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4433
 JU4433.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4433
 JU4433.The ellipsoidal height was determined by GPS observations
 JU4433.and is referenced to NAD 83.
 JU4433
 JU4433.The geoid height was determined by GEOID03.
 JU4433
 JU4433.The dynamic height is computed by dividing the NAVD 88
 JU4433.geopotential number by the normal gravity value computed on the
 JU4433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4433.degrees latitude (g = 980.6199 gals.).
 JU4433
 JU4433.The modeled gravity was interpolated from observed gravity values.
 JU4433
 JU4433;                    North         East     Units Scale Factor Converg.
 JU4433;SPC NJ       -    56,596.996   141,146.536   MT  0.99990096   -0 03 54.4
 JU4433;SPC NJ       -   185,685.31    463,078.26   sFT  0.99990096   -0 03 54.4
 JU4433;UTM  18      - 4,354,931.902   534,235.222   MT  0.99961443   +0 15 06.7
 JU4433
 JU4433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4433!SPC NJ       -   1.00000390  x   0.99990096  =   0.99990486
 JU4433!UTM  18      -   1.00000390  x   0.99961443  =   0.99961833
 JU4433
 JU4433:                Primary Azimuth Mark                     Grid Az
 JU4433:SPC NJ       -  E HARBOR 1                               209 43 51.0
 JU4433:UTM  18      -  E HARBOR 1                               209 24 49.9
 JU4433
 JU4433|---------------------------------------------------------------------|
 JU4433| PID    Reference Object                     Distance      Geod. Az  |
 JU4433|                                                           dddmmss.s |
 JU4433| JU4432 E HARBOR 1                          APPROX. 0.6 KM 2093956.6 |
 JU4433|---------------------------------------------------------------------|
 JU4433
 JU4433                          SUPERSEDED SURVEY CONTROL
 JU4433
 JU4433  ELLIP H (05/14/99)  -24.91   (m)                       GP(       ) 4 1
 JU4433  NAD 83(1992)-  39 20 35.31405(N)    074 36 09.75890(W) AD(       ) 1
 JU4433  ELLIP H (04/25/94)  -24.98   (m)                       GP(       ) 3 1
 JU4433
 JU4433.Superseded values are not recommended for survey control.
 JU4433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4433.See file dsdata.txt to determine how the superseded data were derived.
 JU4433
 JU4433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3423554932(NAD 83)
 JU4433_MARKER: DD = SURVEY DISK
 JU4433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4433_SP_SET: CONCRETE POST
 JU4433_STAMPING: E HARBOR 2 1993
 JU4433_MARK LOGO: NJHA  
 JU4433_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4433+STABILITY: SURFACE MOTION
 JU4433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4433+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 JU4433
 JU4433  HISTORY     - Date     Condition        Report By
 JU4433  HISTORY     - 1993     MONUMENTED       NJHA
 JU4433  HISTORY     - 20000613 GOOD             NJGS
 JU4433  HISTORY     - 20020813 GOOD             AASCO
 JU4433
 JU4433                          STATION DESCRIPTION
 JU4433
 JU4433'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1993
 JU4433'THE STATION IS LOCATED IN EGG HARBOR TOWNSHIP IN THE BERM AREA AT THE
 JU4433'SOUTH END OF A BRIDGE CARRYING THE GARDEN STATE PARKWAY SOUTHBOUND
 JU4433'LANES OVER OCEAN HEIGHTS AVENUE, AT ABOUT MILEPOINT 31.61.  TO REACH
 JU4433'THE STATION FROM LOCAL ROADS, EXIT THE SOUTHBOUND LANES AT
 JU4433'INTERCHANGE 30-N, THIS PUTS YOU ON LAUREL DRIVE NORTH, GO 0.9 MI
 JU4433'(1.4 KM) EAST TO THE INTERSECTION WITH ROUTE 9, AKA EIGHTH STREET AND
 JU4433'NEW ROAD, TURN LEFT AND GO 1.3 MI (2.1 KM) NORTH ON ROUTE 9 TO THE
 JU4433'INTERSECTION WITH OCEAN HEIGHTS AVENUE, TURN LEFT, GO 0.95 MI
 JU4433'(1.53 KM) TO THE STATION ON THE LEFT, SET FLUSH TO THE GROUND AT THE
 JU4433'TOP OF SLOPE AT THE SOUTH END OF THE GARDEN STATE PARKWAY SOUTHBOUND
 JU4433'BRIDGE OVER OCEAN HEIGHTS AVENUE.  THE STATION IS 17.4 FT (5.3 M)
 JU4433'WEST SOUTHWEST FROM THE WEST CORNER OF THE WESTERLY PARAPET WALL, 7.3
 JU4433'FT (2.2 M) WEST NORTHWEST FROM, AND NORMAL TO, THE BACK OF GUIDE RAIL
 JU4433'AT THE WESTERLY SIDE OF THE SOUTHBOUND LANES AND 13.0 FT (4.0 M) EAST
 JU4433'SOUTHEAST FROM THE SOUTHWEST CORNER OF THE WING WALL WESTERLY OF THE
 JU4433'SOUTHBOUND LANES.
 JU4433
 JU4433                          STATION RECOVERY (2000)
 JU4433
 JU4433'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU4433'RECOVERED AS DESCRIBED.
 JU4433
 JU4433                          STATION RECOVERY (2002)
 JU4433
 JU4433'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (CAS)
 JU4433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4434 ***********************************************************************
 JU4434  DESIGNATION -  E HARBOR 3
 JU4434  PID         -  JU4434
 JU4434  STATE/COUNTY-  NJ/ATLANTIC
 JU4434  USGS QUAD   -  PLEASANTVILLE (1994)
 JU4434
 JU4434                         *CURRENT SURVEY CONTROL
 JU4434  ___________________________________________________________________
 JU4434* NAD 83(1996)-  39 23 24.97445(N)    074 34 04.37604(W)     ADJUSTED  
 JU4434* NAVD 88     -         6.9    (meters)      23.     (feet)  GPS OBS   
 JU4434  ___________________________________________________________________
 JU4434  X           -   1,313,432.384 (meters)                     COMP
 JU4434  Y           -  -4,757,966.983 (meters)                     COMP
 JU4434  Z           -   4,025,878.410 (meters)                     COMP
 JU4434  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 JU4434  ELLIP HEIGHT-         -27.28  (meters)          (10/23/02) GPS OBS
 JU4434  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JU4434
 JU4434  HORZ ORDER  -  FIRST
 JU4434  ELLP ORDER  -  FOURTH    CLASS I
 JU4434
 JU4434.The horizontal coordinates were established by GPS observations
 JU4434.and adjusted by the National Geodetic Survey in May 1999..
 JU4434
 JU4434.The orthometric height was determined by GPS observations and a
 JU4434.high-resolution geoid model.
 JU4434
 JU4434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4434
 JU4434.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4434
 JU4434.The ellipsoidal height was determined by GPS observations
 JU4434.and is referenced to NAD 83.
 JU4434
 JU4434.The geoid height was determined by GEOID03.
 JU4434
 JU4434;                    North         East     Units Scale Factor Converg.
 JU4434;SPC NJ       -    61,825.872   144,152.631   MT  0.99990042   -0 02 35.1
 JU4434;SPC NJ       -   202,840.38    472,940.76   sFT  0.99990042   -0 02 35.1
 JU4434;UTM  18      - 4,360,175.843   537,211.480   MT  0.99961705   +0 16 27.2
 JU4434
 JU4434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4434!SPC NJ       -   1.00000428  x   0.99990042  =   0.99990470
 JU4434!UTM  18      -   1.00000428  x   0.99961705  =   0.99962133
 JU4434
 JU4434:                Primary Azimuth Mark                     Grid Az
 JU4434:SPC NJ       -  E HARBOR 4                               037 45 04.1
 JU4434:UTM  18      -  E HARBOR 4                               037 26 01.8
 JU4434
 JU4434|---------------------------------------------------------------------|
 JU4434| PID    Reference Object                     Distance      Geod. Az  |
 JU4434|                                                           dddmmss.s |
 JU4434| JU4435 E HARBOR 4                          APPROX. 0.7 KM 0374229.0 |
 JU4434|---------------------------------------------------------------------|
 JU4434
 JU4434                          SUPERSEDED SURVEY CONTROL
 JU4434
 JU4434  ELLIP H (05/14/99)  -27.30   (m)                       GP(       ) 4 1
 JU4434  NAD 83(1992)-  39 23 24.97325(N)    074 34 04.37508(W) AD(       ) 1
 JU4434  ELLIP H (04/25/94)  -27.37   (m)                       GP(       ) 3 1
 JU4434
 JU4434.Superseded values are not recommended for survey control.
 JU4434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4434.See file dsdata.txt to determine how the superseded data were derived.
 JU4434
 JU4434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3721160176(NAD 83)
 JU4434_MARKER: DD = SURVEY DISK
 JU4434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4434_SP_SET: CONCRETE POST
 JU4434_STAMPING: E HARBOR 3 1991
 JU4434_MARK LOGO: NJHA  
 JU4434_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4434+STABILITY: SURFACE MOTION
 JU4434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4434+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1993
 JU4434
 JU4434  HISTORY     - Date     Condition        Report By
 JU4434  HISTORY     - 1991     MONUMENTED       NJHA
 JU4434  HISTORY     - 19930610 GOOD
 JU4434
 JU4434                          STATION DESCRIPTION
 JU4434
 JU4434'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 JU4434'THE STATION IS LOCATED IN EGG HARBOR TOWNSHIP ON THE EAST SIDE OF THE
 JU4434'SOUTHBOUND LANES IN A WIDE GRASS MEDIAN AT ABOUT MILEPOINT 35.42. THE
 JU4434'STATION, SET FLUSH WITH THE GROUND, IS 50.5 FT (15.4 M) SOUTH
 JU4434'SOUTHEAST FROM, AND NORMAL TO, THE SOLID YELLOW LINE AT THE EAST EDGE
 JU4434'OF THE SOUTHBOUND LANES, 36 FT (11.0 M) NORTHEAST FROM THE NORTH END
 JU4434'OF A ROW OF FORSYTHIA AND 50 FT (15.2 M) WEST SOUTHWEST FROM THE
 JU4434'SOUTH END OF A ROW OF FORSYTHIA.
 JU4434
 JU4434                          STATION RECOVERY (1993)
 JU4434
 JU4434'RECOVERED 1993
 JU4434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4435 ***********************************************************************
 JU4435  DESIGNATION -  E HARBOR 4
 JU4435  PID         -  JU4435
 JU4435  STATE/COUNTY-  NJ/ATLANTIC
 JU4435  USGS QUAD   -  PLEASANTVILLE (1994)
 JU4435
 JU4435                         *CURRENT SURVEY CONTROL
 JU4435  ___________________________________________________________________
 JU4435* NAD 83(1996)-  39 23 43.25209(N)    074 33 46.16357(W)     ADJUSTED  
 JU4435* NAVD 88     -        14.8    (meters)      49.     (feet)  GPS OBS   
 JU4435  ___________________________________________________________________
 JU4435  X           -   1,313,758.895 (meters)                     COMP
 JU4435  Y           -  -4,757,512.057 (meters)                     COMP
 JU4435  Z           -   4,026,319.039 (meters)                     COMP
 JU4435  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 JU4435  ELLIP HEIGHT-         -19.38  (meters)          (10/23/02) GPS OBS
 JU4435  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JU4435
 JU4435  HORZ ORDER  -  FIRST
 JU4435  ELLP ORDER  -  FOURTH    CLASS I
 JU4435
 JU4435.The horizontal coordinates were established by GPS observations
 JU4435.and adjusted by the National Geodetic Survey in May 1999..
 JU4435
 JU4435.The orthometric height was determined by GPS observations and a
 JU4435.high-resolution geoid model.
 JU4435
 JU4435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4435
 JU4435.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4435
 JU4435.The ellipsoidal height was determined by GPS observations
 JU4435.and is referenced to NAD 83.
 JU4435
 JU4435.The geoid height was determined by GEOID03.
 JU4435
 JU4435;                    North         East     Units Scale Factor Converg.
 JU4435;SPC NJ       -    62,389.178   144,588.807   MT  0.99990036   -0 02 23.5
 JU4435;SPC NJ       -   204,688.49    474,371.78   sFT  0.99990036   -0 02 23.5
 JU4435;UTM  18      - 4,360,741.396   537,644.407   MT  0.99961745   +0 16 38.9
 JU4435
 JU4435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4435!SPC NJ       -   1.00000304  x   0.99990036  =   0.99990340
 JU4435!UTM  18      -   1.00000304  x   0.99961745  =   0.99962049
 JU4435
 JU4435:                Primary Azimuth Mark                     Grid Az
 JU4435:SPC NJ       -  E HARBOR 3                               217 45 04.1
 JU4435:UTM  18      -  E HARBOR 3                               217 26 01.7
 JU4435
 JU4435|---------------------------------------------------------------------|
 JU4435| PID    Reference Object                     Distance      Geod. Az  |
 JU4435|                                                           dddmmss.s |
 JU4435| JU4434 E HARBOR 3                          APPROX. 0.7 KM 2174240.6 |
 JU4435|---------------------------------------------------------------------|
 JU4435
 JU4435                          SUPERSEDED SURVEY CONTROL
 JU4435
 JU4435  ELLIP H (05/14/99)  -19.40   (m)                       GP(       ) 4 1
 JU4435  NAD 83(1992)-  39 23 43.25085(N)    074 33 46.16256(W) AD(       ) 1
 JU4435  ELLIP H (04/25/94)  -19.47   (m)                       GP(       ) 3 1
 JU4435
 JU4435.Superseded values are not recommended for survey control.
 JU4435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4435.See file dsdata.txt to determine how the superseded data were derived.
 JU4435
 JU4435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3764460741(NAD 83)
 JU4435_MARKER: DD = SURVEY DISK
 JU4435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4435_SP_SET: CONCRETE POST
 JU4435_STAMPING: E HARBOR 4 1993
 JU4435_MARK LOGO: NJHA  
 JU4435_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4435+STABILITY: SURFACE MOTION
 JU4435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4435+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JU4435
 JU4435  HISTORY     - Date     Condition        Report By
 JU4435  HISTORY     - 1993     MONUMENTED       NJHA
 JU4435
 JU4435                          STATION DESCRIPTION
 JU4435
 JU4435'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1993
 JU4435'THE STATION IS LOCATED IN EGG HARBOR TOWNSHIP IN THE BERM AREA AT THE
 JU4435'SOUTHEAST END OF THE BRIDGE CARRYING THE TILTON ROAD CONNECTOR RAMP
 JU4435'OVER THE GARDEN STATE PARKWAY AT ABOUT MILEPOINT 35.85 NORTHBOUND AT
 JU4435'INTERCHANGE 36. THE STATION, SET FLUSH TO THE GROUND NORTHEAST OF THE
 JU4435'RAMP,  IS 11.0 FT (3.4 M) NORTH NORTHEAST FROM LAMP STANDARD NUMBER
 JU4435'L217A2, AT THE NORHTEAST SIDE OF THE RAMP, 10.9 FT (3.3 M) EAST
 JU4435'SOUTHEAST FROM THE SOUTHEAST END OF THE NORTHEAST BRIDGE PARAPET WALL
 JU4435'AND 7.6 FT (2.3 M) NORTHEAST FROM AND NORMAL TO THE BACK OF GUIDE
 JU4435'RAIL AT THE NORTHEAST SIDE OF RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4436 ***********************************************************************
 JU4436  DESIGNATION -  E HARBOR 5
 JU4436  PID         -  JU4436
 JU4436  STATE/COUNTY-  NJ/ATLANTIC
 JU4436  USGS QUAD   -  PLEASANTVILLE (1994)
 JU4436
 JU4436                         *CURRENT SURVEY CONTROL
 JU4436  ___________________________________________________________________
 JU4436* NAD 83(1996)-  39 26 29.37109(N)    074 32 23.11327(W)     ADJUSTED  
 JU4436* NAVD 88     -         8.9    (meters)      29.     (feet)  GPS OBS   
 JU4436  ___________________________________________________________________
 JU4436  X           -   1,314,806.012 (meters)                     COMP
 JU4436  Y           -  -4,753,843.118 (meters)                     COMP
 JU4436  Z           -   4,030,273.134 (meters)                     COMP
 JU4436  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 JU4436  ELLIP HEIGHT-         -25.09  (meters)          (10/23/02) GPS OBS
 JU4436  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JU4436
 JU4436  HORZ ORDER  -  FIRST
 JU4436  ELLP ORDER  -  FOURTH    CLASS I
 JU4436
 JU4436.The horizontal coordinates were established by GPS observations
 JU4436.and adjusted by the National Geodetic Survey in May 1999..
 JU4436
 JU4436.The orthometric height was determined by GPS observations and a
 JU4436.high-resolution geoid model.
 JU4436
 JU4436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4436
 JU4436.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4436
 JU4436.The ellipsoidal height was determined by GPS observations
 JU4436.and is referenced to NAD 83.
 JU4436
 JU4436.The geoid height was determined by GEOID03.
 JU4436
 JU4436;                    North         East     Units Scale Factor Converg.
 JU4436;SPC NJ       -    67,510.623   146,578.127   MT  0.99990014   -0 01 30.9
 JU4436;SPC NJ       -   221,491.10    480,898.40   sFT  0.99990014   -0 01 30.9
 JU4436;UTM  18      - 4,365,872.339   539,604.764   MT  0.99961931   +0 17 32.6
 JU4436
 JU4436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4436!SPC NJ       -   1.00000394  x   0.99990014  =   0.99990408
 JU4436!UTM  18      -   1.00000394  x   0.99961931  =   0.99962324
 JU4436
 JU4436:                Primary Azimuth Mark                     Grid Az
 JU4436:SPC NJ       -  E HARBOR 6                               004 49 52.0
 JU4436:UTM  18      -  E HARBOR 6                               004 30 48.5
 JU4436
 JU4436|---------------------------------------------------------------------|
 JU4436| PID    Reference Object                     Distance      Geod. Az  |
 JU4436|                                                           dddmmss.s |
 JU4436| JU4437 E HARBOR 6                          410.713 METERS 0044821.1 |
 JU4436|---------------------------------------------------------------------|
 JU4436
 JU4436                          SUPERSEDED SURVEY CONTROL
 JU4436
 JU4436  ELLIP H (05/14/99)  -25.10   (m)                       GP(       ) 4 1
 JU4436  NAD 83(1992)-  39 26 29.36971(N)    074 32 23.11214(W) AD(       ) 1
 JU4436  ELLIP H (04/25/94)  -25.17   (m)                       GP(       ) 3 1
 JU4436
 JU4436.Superseded values are not recommended for survey control.
 JU4436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4436.See file dsdata.txt to determine how the superseded data were derived.
 JU4436
 JU4436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3960565872(NAD 83)
 JU4436_MARKER: DD = SURVEY DISK
 JU4436_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU4436_SP_SET: BRIDGE ABUTMENT
 JU4436_STAMPING: E HARBOR 5 1991
 JU4436_MARK LOGO: NJHA  
 JU4436_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4436+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1993
 JU4436
 JU4436  HISTORY     - Date     Condition        Report By
 JU4436  HISTORY     - 1991     MONUMENTED       NJHA
 JU4436  HISTORY     - 19930921 GOOD
 JU4436
 JU4436                          STATION DESCRIPTION
 JU4436
 JU4436'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 JU4436'THE STATION IS LOCATED IN EGG HARBOR TOWNSHIP ON THE NORTH ABUTMENT OF
 JU4436'A BRIDGE CARRYING THE GARDEN STATE PARKWAY SOUTHBOUND ROADWAY OVER A
 JU4436'SLUICE FLOWING FROM THE ATLANTIC CITY RESERVOIR, AND IS AT ABOUT
 JU4436'MILEPOINT 39.31.  THE STATION IS ABOUT 150 FT (45.7 M) EAST FROM THE
 JU4436'SPILLWAY OF THE RESERVOIR AND TO THE WEST OF THE SOUTHBOUND LANES.
 JU4436'THE STATION IS 3.6 FT (1.1 M) EAST SOUTHEAST FROM THE BACK OF GUIDE
 JU4436'RAIL AT THE WEST SIDE OF THE SOUTHBOUND LANES.
 JU4436
 JU4436                          STATION RECOVERY (1993)
 JU4436
 JU4436'RECOVERED 1993
 JU4436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4437 ***********************************************************************
 JU4437  DESIGNATION -  E HARBOR 6
 JU4437  PID         -  JU4437
 JU4437  STATE/COUNTY-  NJ/ATLANTIC
 JU4437  USGS QUAD   -  PLEASANTVILLE (1994)
 JU4437
 JU4437                         *CURRENT SURVEY CONTROL
 JU4437  ___________________________________________________________________
 JU4437* NAD 83(1996)-  39 26 42.64180(N)    074 32 21.67423(W)     ADJUSTED  
 JU4437* NAVD 88     -         5.2    (meters)      17.     (feet)  GPS OBS   
 JU4437  ___________________________________________________________________
 JU4437  X           -   1,314,769.115 (meters)                     COMP
 JU4437  Y           -  -4,753,580.631 (meters)                     COMP
 JU4437  Z           -   4,030,586.879 (meters)                     COMP
 JU4437  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 JU4437  ELLIP HEIGHT-         -28.73  (meters)          (10/23/02) GPS OBS
 JU4437  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JU4437
 JU4437  HORZ ORDER  -  FIRST
 JU4437  ELLP ORDER  -  FOURTH    CLASS I
 JU4437
 JU4437.The horizontal coordinates were established by GPS observations
 JU4437.and adjusted by the National Geodetic Survey in May 1999..
 JU4437
 JU4437.The orthometric height was determined by GPS observations and a
 JU4437.high-resolution geoid model.
 JU4437
 JU4437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4437
 JU4437.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4437
 JU4437.The ellipsoidal height was determined by GPS observations
 JU4437.and is referenced to NAD 83.
 JU4437
 JU4437.The geoid height was determined by GEOID03.
 JU4437
 JU4437;                    North         East     Units Scale Factor Converg.
 JU4437;SPC NJ       -    67,919.835   146,612.713   MT  0.99990014   -0 01 30.0
 JU4437;SPC NJ       -   222,833.66    481,011.88   sFT  0.99990014   -0 01 30.0
 JU4437;UTM  18      - 4,366,281.622   539,637.072   MT  0.99961934   +0 17 33.6
 JU4437
 JU4437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4437!SPC NJ       -   1.00000451  x   0.99990014  =   0.99990465
 JU4437!UTM  18      -   1.00000451  x   0.99961934  =   0.99962385
 JU4437
 JU4437:                Primary Azimuth Mark                     Grid Az
 JU4437:SPC NJ       -  E HARBOR 5                               184 49 52.0
 JU4437:UTM  18      -  E HARBOR 5                               184 30 48.4
 JU4437
 JU4437|---------------------------------------------------------------------|
 JU4437| PID    Reference Object                     Distance      Geod. Az  |
 JU4437|                                                           dddmmss.s |
 JU4437| JU4436 E HARBOR 5                          410.713 METERS 1844822.0 |
 JU4437|---------------------------------------------------------------------|
 JU4437
 JU4437                          SUPERSEDED SURVEY CONTROL
 JU4437
 JU4437  ELLIP H (05/14/99)  -28.74   (m)                       GP(       ) 4 1
 JU4437  NAD 83(1992)-  39 26 42.64044(N)    074 32 21.67312(W) AD(       ) 1
 JU4437  ELLIP H (04/25/94)  -28.81   (m)                       GP(       ) 3 1
 JU4437
 JU4437.Superseded values are not recommended for survey control.
 JU4437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4437.See file dsdata.txt to determine how the superseded data were derived.
 JU4437
 JU4437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3963766282(NAD 83)
 JU4437_MARKER: DD = SURVEY DISK
 JU4437_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU4437_SP_SET: CULVERT HEADWALL
 JU4437_STAMPING: E HARBOR 6 1991
 JU4437_MARK LOGO: NJHA  
 JU4437_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4437+STABILITY: SURFACE MOTION
 JU4437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4437+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1993
 JU4437
 JU4437  HISTORY     - Date     Condition        Report By
 JU4437  HISTORY     - 1991     MONUMENTED       NJHA
 JU4437  HISTORY     - 19930610 GOOD
 JU4437
 JU4437                          STATION DESCRIPTION
 JU4437
 JU4437'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 JU4437'THE STATION IS LOCATED IN EGG HARBOR TOWNSHIP ON THE EAST SIDE OF THE
 JU4437'GARDEN STATE PARKWAY SOUTHBOUND LANES AT MILEPOINT 39.56 ON THE TOP
 JU4437'OF A CULVERT HEADWALL IN THE MEDIAN BETWEEN THE SOUTHBOUND AND
 JU4437'NORTHBOUND ROADWAYS, ABOUT 0.5 MI (0.8 KM) SOUTH OF EXIT 40.  THE
 JU4437'STATION, SET FLUSH IN THE TOP OF THE HEADWALL AT THE NORTH END, IS
 JU4437'17.2 FT (5.2 M) EAST SOUTHEAST FROM THE BACK OF GUIDE RAIL AT THE
 JU4437'EAST SIDE OF THE SOUTHBOUND LANES AND 83.4 FT (25.4 M) NORTH
 JU4437'NORTHEAST FROM THE SOUTH END OF THE GUIDE RAIL.
 JU4437
 JU4437                          STATION RECOVERY (1993)
 JU4437
 JU4437'RECOVERED 1993
 JU4437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3975 ***********************************************************************
 KV3975  DESIGNATION -  E RUTHERFORD STAND BLEACH CHIM
 KV3975  PID         -  KV3975
 KV3975  STATE/COUNTY-  NJ/BERGEN
 KV3975  USGS QUAD   -  WEEHAWKEN (1995)
 KV3975
 KV3975                         *CURRENT SURVEY CONTROL
 KV3975  ___________________________________________________________________
 KV3975* NAD 83(1996)-  40 50 36.24130(N)    074 06 54.12945(W)     ADJUSTED  
 KV3975* NAVD 88     -                                                        
 KV3975  ___________________________________________________________________
 KV3975  LAPLACE CORR-           6.46  (seconds)                    DEFLEC99
 KV3975  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV3975
 KV3975  HORZ ORDER  -  THIRD
 KV3975
 KV3975.The horizontal coordinates were established by classical geodetic methods
 KV3975.and adjusted by the National Geodetic Survey in September 1999..
 KV3975
 KV3975
 KV3975.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3975
 KV3975.The geoid height was determined by GEOID03.
 KV3975
 KV3975;                    North         East     Units Scale Factor Converg.
 KV3975;SPC NJ       -   223,229.861   182,462.348   MT  0.99991297   +0 15 06.4
 KV3975;SPC NJ       -   732,379.97    598,628.55   sFT  0.99991297   +0 15 06.4
 KV3975;SPC NY L     -    75,155.232   290,298.609   MT  0.99999491   -0 04 30.9
 KV3975;SPC NY L     -   246,571.79    952,421.35   sFT  0.99999491   -0 04 30.9
 KV3975;UTM  18      - 4,521,750.063   574,603.142   MT  0.99966850   +0 34 43.6
 KV3975
 KV3975                          SUPERSEDED SURVEY CONTROL
 KV3975
 KV3975  NAD 83(1996)-  40 50 36.24112(N)    074 06 54.12956(W) AD(       ) 4
 KV3975  NAD 83(1996)-  40 50 36.23790(N)    074 06 54.13112(W) AD(       ) 4
 KV3975  NAD 83(1992)-  40 50 36.23796(N)    074 06 54.13134(W) AD(       ) 4
 KV3975  NAD 83(1986)-  40 50 36.23996(N)    074 06 54.13819(W) AD(       ) 4
 KV3975  NAD 27      -  40 50 35.88600(N)    074 06 55.61900(W) AD(       ) 3
 KV3975
 KV3975.Superseded values are not recommended for survey control.
 KV3975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3975.See file dsdata.txt to determine how the superseded data were derived.
 KV3975
 KV3975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7460321750(NAD 83)
 KV3975_MARKER: 85 = CHIMNEY
 KV3975
 KV3975  HISTORY     - Date     Condition        Report By
 KV3975  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV3975
 KV3975                          STATION DESCRIPTION
 KV3975
 KV3975'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3975'THE TALL CHIMNEY ON THE E SIDE OF THE PASSAIC RIVER, IN EAST
 KV3975'RUTHERFORD NE OF THE INTERSECTION OF CARLTON AVENUE AND THE ERIE
 KV3975'RAILROAD MAIN LINE TRACKS, IN THE PLANT OF THE STANDARD
 KV3975'BLEACHERY.  THE CARLTON HILL RAILROAD STATION IS LOCATED JUST
 KV3975'ACROSS THE TRACKS.  IT IS A YELLOW BRICK CHIMNEY WITH THE NAME
 KV3975'STANDARD BLEACHERY APPEARING VERTICALLY ON ITS N AND S SIDES.
 KV3975'
 KV3975'THE STATION IS THE CHIMNEY TOP, 213 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3144 ***********************************************************************
 JU3144  DESIGNATION -  EAGLE POINT
 JU3144  PID         -  JU3144
 JU3144  STATE/COUNTY-  NJ/GLOUCESTER
 JU3144  USGS QUAD   -  PHILADELPHIA (1994)
 JU3144
 JU3144                         *CURRENT SURVEY CONTROL
 JU3144  ___________________________________________________________________
 JU3144* NAD 83(1996)-  39 52 42.21684(N)    075 09 58.74296(W)     ADJUSTED  
 JU3144* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3144  ___________________________________________________________________
 JU3144  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 JU3144  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU3144
 JU3144  HORZ ORDER  -  THIRD
 JU3144
 JU3144.The horizontal coordinates were established by classical geodetic methods
 JU3144.and adjusted by the National Geodetic Survey in September 1999..
 JU3144
 JU3144.The orthometric height was scaled from a topographic map.
 JU3144
 JU3144.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3144
 JU3144.The geoid height was determined by GEOID03.
 JU3144
 JU3144;                    North         East     Units Scale Factor Converg.
 JU3144;SPC NJ       -   116,225.866    93,005.242   MT  0.99993998   -0 25 38.0
 JU3144;SPC NJ       -   381,317.70    305,134.70   sFT  0.99993998   -0 25 38.0
 JU3144;SPC DE       -   208,557.584   221,416.062   MT  1.00000064   +0 09 37.9
 JU3144;SPC DE       -   684,242.67    726,429.20   sFT  1.00000064   +0 09 37.9
 JU3144;UTM  18      - 4,414,273.471   485,778.034   MT  0.99960249   -0 06 23.9
 JU3144
 JU3144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3144!SPC NJ       -   1.00000505  x   0.99993998  =   0.99994503
 JU3144!SPC DE       -   1.00000505  x   1.00000064  =   1.00000569
 JU3144!UTM  18      -   1.00000505  x   0.99960249  =   0.99960754
 JU3144
 JU3144|---------------------------------------------------------------------|
 JU3144| PID    Reference Object                     Distance      Geod. Az  |
 JU3144|                                                           dddmmss.s |
 JU3144| JU3146 EAGLE POINT REAR RANGE              346.987 METERS 13601     |
 JU3144| CB1454 EAGLE POINT RM 2                     21.675 METERS 15414     |
 JU3144| CB1453 EAGLE POINT RM 1                     19.100 METERS 22538     |
 JU3144| JU3155 PHILADELPHIA NAVY YD S RAD TWR      APPROX. 1.6 KM 3245433.9 |
 JU3144| JU3151 PHILADELPHIA NAVY YD PWR TANK       APPROX. 1.0 KM 3493302.7 |
 JU3144|---------------------------------------------------------------------|
 JU3144
 JU3144                          SUPERSEDED SURVEY CONTROL
 JU3144
 JU3144  NAD 83(1991)-  39 52 42.21304(N)    075 09 58.74471(W) AD(       ) 3
 JU3144  NAD 83(1986)-  39 52 42.20991(N)    075 09 58.74453(W) AD(       ) 3
 JU3144  NAD 27      -  39 52 41.80600(N)    075 10 00.10300(W) AD(       ) 3
 JU3144
 JU3144.Superseded values are not recommended for survey control.
 JU3144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3144.See file dsdata.txt to determine how the superseded data were derived.
 JU3144
 JU3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8577814273(NAD 83)
 JU3144_MARKER: Z = SEE DESCRIPTION
 JU3144_SETTING: 0 = UNSPECIFIED SETTING
 JU3144
 JU3144  HISTORY     - Date     Condition        Report By
 JU3144  HISTORY     - 1925     MONUMENTED       USE
 JU3144  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3144
 JU3144                          STATION DESCRIPTION
 JU3144
 JU3144'DESCRIBED BY US ENGINEERS 1925 (LDG)
 JU3144'STATION MARK IS A CONCRETE MONUMENT WITH AN 8-INCH CAST IRON CAP,
 JU3144'LOCATED ON THE NEW JERSEY SHORE AT EAGLE POINT, ABOUT 250 FEET
 JU3144'UPSTREAM FROM THREE OLD MUD SCOWS BEACHED IN A LINE APPROXIMATELY
 JU3144'NORMAL TO THE SHORE.  STATION IS ABOUT 10 FEET INSHORE FROM
 JU3144'CREST OF RIVER BANK REVETMENT, AND IN RANGE WITH CITY HALL TOWER,
 JU3144'PHILADELPHIA, AND THE MIDDLE OF THE FIRST CONCRETE WHARF BELOW
 JU3144'THE AEROPLANE HANGAR AT THE UPPER END OF THE PHILADELPHIA NAVY
 JU3144'YARD.
 JU3144'
 JU3144'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE DISKS SET
 JU3144'IN CONCRETE, IN THE TOP OF A TILE.
 JU3144'
 JU3144'THIS IS A TRIANGULATION STATION OF THE UNITED STATES ENGINEERS.
 JU3144'
 JU3144'THIS MAY BE THE SAME STATION AS EAGLE POINT 1900.  STATION
 JU3144'WAS MARKED IN 1922 AND THE UNITED STATES ENGINEERS DESCRIPTION NOTES
 JU3144'THAT IT WAS ESTABLISHED IN THAT YEAR.
 JU3144'
 JU3144'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
 JU3144
 JU3144                          STATION RECOVERY (1946)
 JU3144
 JU3144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3144'REFERENCE MARK 1 WAS FOUND.  THE DIRECTION OF ARROW AND DISTANCE
 JU3144'GIVEN WOULD PLACE STATION IN WATER.  SINCE THE EFFECT OF TIDE
 JU3144'AND WEATHER HAS RECEDED THIS SHORELINE, IT IS RECOMMENDED THAT
 JU3144'THE STATION AND REFERENCE MARK 2 BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3366 ***********************************************************************
 JU3366  DESIGNATION -  EAST
 JU3366  PID         -  JU3366
 JU3366  STATE/COUNTY-  NJ/CUMBERLAND
 JU3366  USGS QUAD   -  PORT NORRIS (1992)
 JU3366
 JU3366                         *CURRENT SURVEY CONTROL
 JU3366  ___________________________________________________________________
 JU3366* NAD 83(1996)-  39 11 46.56899(N)    075 01 29.19017(W)     ADJUSTED  
 JU3366* NAVD 88     -         2.5    (meters)       8.     (feet)  GPS OBS   
 JU3366  ___________________________________________________________________
 JU3366  X           -   1,278,973.251 (meters)                     COMP
 JU3366  Y           -  -4,781,462.332 (meters)                     COMP
 JU3366  Z           -   4,009,206.677 (meters)                     COMP
 JU3366  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 JU3366  ELLIP HEIGHT-         -32.09  (meters)          (10/23/02) GPS OBS
 JU3366  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 JU3366
 JU3366  HORZ ORDER  -  FIRST
 JU3366  ELLP ORDER  -  FOURTH    CLASS I
 JU3366
 JU3366.The horizontal coordinates were established by GPS observations
 JU3366.and adjusted by the National Geodetic Survey in May 1999..
 JU3366
 JU3366.The orthometric height was determined by GPS observations and a
 JU3366.high-resolution geoid model.
 JU3366
 JU3366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3366
 JU3366.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3366
 JU3366.The ellipsoidal height was determined by GPS observations
 JU3366.and is referenced to NAD 83.
 JU3366
 JU3366.The geoid height was determined by GEOID03.
 JU3366
 JU3366;                    North         East     Units Scale Factor Converg.
 JU3366;SPC NJ       -    40,418.761   104,670.887   MT  0.99992529   -0 19 53.9
 JU3366;SPC NJ       -   132,607.22    343,407.74   sFT  0.99992529   -0 19 53.9
 JU3366;SPC DE       -   132,867.755   233,854.058   MT  1.00000911   +0 14 51.6
 JU3366;SPC DE       -   435,916.96    767,236.19   sFT  1.00000911   +0 14 51.6
 JU3366;UTM  18      - 4,338,557.443   497,860.625   MT  0.99960006   -0 00 56.4
 JU3366
 JU3366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3366!SPC NJ       -   1.00000503  x   0.99992529  =   0.99993032
 JU3366!SPC DE       -   1.00000503  x   1.00000911  =   1.00001414
 JU3366!UTM  18      -   1.00000503  x   0.99960006  =   0.99960509
 JU3366
 JU3366:                Primary Azimuth Mark                     Grid Az
 JU3366:SPC NJ       -  ROBINSON                                 102 14 15.9
 JU3366:SPC DE       -  ROBINSON                                 101 39 30.4
 JU3366:UTM  18      -  ROBINSON                                 101 55 18.4
 JU3366
 JU3366|---------------------------------------------------------------------|
 JU3366| PID    Reference Object                     Distance      Geod. Az  |
 JU3366|                                                           dddmmss.s |
 JU3366| JU2969 ROBINSON                            APPROX. 8.2 KM 1015422.0 |
 JU3366| JU2971 DENNIS CREEK REAR RANGE LIGHT       APPROX.11.7 KM 1061816.9 |
 JU3366| JU2970 DENNIS CREEK FRONT RANGE LIGHT      APPROX.11.6 KM 1065908.7 |
 JU3366| JU2931 GOSHEN ME CHURCH STEEPLE            APPROX.16.1 KM 1134812.2 |
 JU3366| CB1455 EAST RM 1                            34.513 METERS 24449     |
 JU3366| JU3365 EAST POINT LIGHT                    223.100 METERS 25913     |
 JU3366| CB1456 EAST RM 2                            32.236 METERS 34953     |
 JU3366|---------------------------------------------------------------------|
 JU3366
 JU3366                          SUPERSEDED SURVEY CONTROL
 JU3366
 JU3366  ELLIP H (05/14/99)  -32.11   (m)                       GP(       ) 4 1
 JU3366  NAD 83(1992)-  39 11 46.56859(N)    075 01 29.18974(W) AD(       ) 1
 JU3366  ELLIP H (08/04/95)  -32.16   (m)                       GP(       ) 3 1
 JU3366  NAD 83(1991)-  39 11 46.55826(N)    075 01 29.19237(W) AD(       ) 2
 JU3366  NAD 83(1986)-  39 11 46.55344(N)    075 01 29.19753(W) AD(       ) 2
 JU3366  NAD 27      -  39 11 46.14200(N)    075 01 30.55300(W) AD(       ) 2
 JU3366
 JU3366.Superseded values are not recommended for survey control.
 JU3366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3366.See file dsdata.txt to determine how the superseded data were derived.
 JU3366
 JU3366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9786138557(NAD 83)
 JU3366_MARKER: DS = TRIANGULATION STATION DISK
 JU3366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3366_SP_SET: CONCRETE POST
 JU3366_STAMPING: EAST 1933
 JU3366_MARK LOGO: CGS   
 JU3366_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3366+STABILITY: SURFACE MOTION
 JU3366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3366+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1994
 JU3366
 JU3366  HISTORY     - Date     Condition        Report By
 JU3366  HISTORY     - 1933     MONUMENTED       CGS
 JU3366  HISTORY     - 1933     GOOD             CGS
 JU3366  HISTORY     - 1970     GOOD             NGS
 JU3366  HISTORY     - 1973     SEE DESCRIPTION  NGS
 JU3366  HISTORY     - 19830101 GOOD             NOS
 JU3366  HISTORY     - 19940125 GOOD             NJGS
 JU3366
 JU3366                          STATION DESCRIPTION
 JU3366
 JU3366'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3366'THIS STATION IS ABOUT 6 MILES S OF LEESBURG, ON EAST POINT WHICH
 JU3366'IS THE POINT ON THE E SIDE OF THE MOUTH OF THE MAURICE RIVER.
 JU3366'
 JU3366'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU3366'DISKS SET IN CONCRETE.
 JU3366'
 JU3366'REFERENCE MARK NO.1 IS W OF THE STATION.  28 FEET N OF W OF
 JU3366'CENTER OF THE ROAD.  48 FEET S OF A LONE CEDAR TREE (ON RIGHT OF
 JU3366'THE LEFT FORK).  THE MARK PROJECTS 4 INCHES.
 JU3366'
 JU3366'REFERENCE MARK NO.2 IS NNW OF THE STATION ON THE N SIDE OF THE
 JU3366'RIGHT FORK.  16 FEET N OF CENTER OF ROAD.  25 FEET NW OF THE
 JU3366'FORK.  45 FEET N OF SIGN READING CAPTAIN PEACOCK.  THE MARK
 JU3366'PROJECTS 3 INCHES.
 JU3366'
 JU3366'AZIMUTH TO EAST POINT LIGHTHOUSE IS INCONSISTENT WITH THAT
 JU3366'OBTAINED FROM BACK COMPUTATION AND IS THEREFOR REJECTED.
 JU3366'
 JU3366'TO REACH FROM PORT NORRIS GO E 0.25 MILE FROM POST OFFICE TO
 JU3366'T-INTERSECTION, TURN LEFT (N) AND GO 3.35 MILES TO CROSSROADS,
 JU3366'HERE TAKE THE RIGHT FORK FOR 2.8 MILES TO T-INTERSECTION AT ROUTE
 JU3366'49 (THIS INTERSECTION IS 8 MILES S OF MILLVILLE), TURN RIGHT (S)
 JU3366'ON ROUTE 49 AND GO 0.3 MILE TO T-ROAD LEADING W (SIGN READING
 JU3366'LEESBURG 2 MILES, DORCHESTER 1 MILE), TAKE THIS ROAD AND GO 2.35
 JU3366'MILES TO S END OF LEESBURG, HERE GO TO THE LEFT FOR 1.05 MILES
 JU3366'TO ROAD FORKS, TAKE RIGHT FORK FOR 2.4 MILES, HERE TURN RIGHT
 JU3366'ONTO GRAVEL ROAD AND FOLLOW THIS ROAD FOR 2.5 MILES TO FORKS.
 JU3366'THE STATION IS ABOUT 100 FEET S OF THE FORKS ON THE LEFT
 JU3366'SIDE OF THE LEFT FORK.  THE MARK IS 55 FEET S OF THE THICKET ON
 JU3366'THE KNOLL TO THE LEFT.  33 FEET W OF AN OLD WILD CHERRY TREE
 JU3366'(BLAZE).  38 FEET NE OF CENTER OF ROAD AND PROJECTS 3 INCHES.
 JU3366
 JU3366                          STATION RECOVERY (1933)
 JU3366
 JU3366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 JU3366'RECOVERED IN GOOD CONDITION.
 JU3366
 JU3366                          STATION RECOVERY (1970)
 JU3366
 JU3366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU3366'STATION MARK AND RM 2 WERE RECOVERED IN GOOD CONDITION.  RM 1 IS
 JU3366'BELIEVED TO BE DESTROYED.  A NEW HOUSE HAS BEEN BUILT NEAR THE
 JU3366'POSITION OF THE RM.  THE STATION IS LOCATED ABOUT 6 MILES SOUTH
 JU3366'OF LEESBURG, ON EAST POINT WHICH IS THE POINT ON THE EAST SIDE OF
 JU3366'THE MOUTH OF THE MAURICE RIVER.  IT IS ABOUT 300 YARDS BACK FROM
 JU3366'DELAWARE BAY, 141.7 FEET EAST OF THE NORTHEAST CORNER OF A RED
 JU3366'AND WHITE HOUSE, 66.0 FEET SOUTH OF THE INTERSECTION OF A DIRT
 JU3366'ROAD LEADING TO LIGHTHOUSE AND THE MACADAM HIGHWAY, 45.0 FEET
 JU3366'EAST OF THE CENTERLINE OF THE MACADAM ROAD AND AT THE SOUTH END
 JU3366'OF A THICKET.  MARK PROJECTS 2 INCHES.
 JU3366'
 JU3366'RM 2 IS NORTH OF THE STATION, 40.0 FEET NORTH-NORTHEAST OF THE
 JU3366'INTERSECTION OF DIRT ROAD LEADING TO LIGHTHOUSE AND MACADAM
 JU3366'HIGHWAY, 24.0 FEET SOUTH OF A POWER POLE AND 23.0 FEET WEST OF THE
 JU3366'CENTERLINE OF THE MACADAM ROAD.  MARK IS 2 INCHES UNDER THE
 JU3366'GROUND.
 JU3366'
 JU3366'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3366'6 MILES S OF LEESBURG.
 JU3366
 JU3366                          STATION RECOVERY (1973)
 JU3366
 JU3366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 JU3366'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN
 JU3366'GOOD CONDITION.  REFERENCE MARK 1 WAS REPORTED DESTROYED BUT I
 JU3366'FOUND IT EXACTLY WHERE IT WAS DESCRIBED TO BE.  IT IS UNDER ABOUT
 JU3366'6 INCHES OF LOOSE FILL.  THE DISTANCES AND DIRECTIONS TO BOTH
 JU3366'REFERENCE MARKS WERE WITHIN CLOSE AGREEMENT WITH THE PREVIOUS
 JU3366'OBSERVATIONS.
 JU3366'
 JU3366'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU3366'
 JU3366'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF LEESBURG, JUST
 JU3366'EAST OF THE MOUTH OF THE MOURICE RIVER AND ABOUT 300 YARDS FROM
 JU3366'THE DELAWARE BAY.  IT IS ON HIGHWAY RIGHT-OF-WAY.
 JU3366'
 JU3366'TO REACH FROM THE POST OFFICE IN LEESBURG, GO SOUTH ON MAIN
 JU3366'STREET FOR 1.05 MILE TO A FORK AND HIGH STREET ON THE LEFT.  KEEP
 JU3366'RIGHT AND CONTINUE SOUTHWEST ON MAIN STREET FOR 2.4 MILES TO A
 JU3366'T-INTERSECTION AT GLADES ROAD, MAIN STREET AND EAST POINT
 JU3366'ROAD.  TURN RIGHT AND GO SOUTHWEST ON EAST POINT ROAD FOR 2.5
 JU3366'MILES TO A FORK AND A SMALL COTTAGE ON THE RIGHT AND THE STATION
 JU3366'ON THE LEFT, JUST WEST OF A THICKET.
 JU3366'
 JU3366'THE STATION MARK IS A STANDARD DISK STAMPED EAST 1933, SET IN
 JU3366'THE TOP OF A 10-INCH SQUARE CONCRETE POST WHICH PROJECTS 2
 JU3366'INCHES.  IT IS 141.7 FEET EAST OF THE NORTHEAST CORNER OF THE
 JU3366'COTTAGE, 66 FEET SOUTH OF THE CENTER OF THE INTERSECTION, 45 FEET
 JU3366'EAST OF THE CENTER LINE OF THE ROAD, 50 FEET SOUTH-SOUTHWEST OF
 JU3366'THE APPROXIMATE CENTER OF THE THICKET AND 79 FEET NORTHEAST OF A
 JU3366'POWERLINE POLE NUMBERED B40206.
 JU3366'
 JU3366'REFERENCE MARK ONE IS A STANDARD DISK SET IN THE TOP OF A
 JU3366'10-INCH SQUARE CONCRETE POST WHICH IS 6-INCHES BELOW THE SURFACE
 JU3366'AND IT IS STAMPED EAST NO 1 1933.  IT IS 28 FEET NORTHWEST OF THE
 JU3366'CENTERLINE OF THE ROAD, 36 FEET SOUTHWEST OF A POWERLINE POLE
 JU3366'NUMBERED B40206 AND 2.5 FEET NORTHWEST OF THE SOUTHWEST CORNER
 JU3366'OF A WOOD FENCE.
 JU3366'
 JU3366'REFERENCE MARK TWO IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JU3366'SQUARE CONCRETE POST WHICH IS 2 INCHES BELOW THE SURFACE.  IT IS
 JU3366'STAMPED EAST NO 2 1933.  IT IS 40 FEET NORTH-NORTHEAST OF THE
 JU3366'CENTER OF THE INTERSECTION, 24 FEET SOUTH OF A POWERLINE POLE AND
 JU3366'23 FEET WEST OF THE CENTER OF THE ROAD.
 JU3366'
 JU3366'THE EAST POINT LT. HOUSE AZ. MK. IS NO LONGER VISIBLE FROM THE
 JU3366'GROUND, A 12 FOOT HIGH SIGNAL WOULD BE REQUIRED TO SEE IT.
 JU3366'
 JU3366'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3366'6 MILES SOUTH OF LEESBURG.
 JU3366
 JU3366                          STATION RECOVERY (1983)
 JU3366
 JU3366'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983
 JU3366'THE STATION IS LOCATED ABOUT 6.0 MI S OF LEESBUR, JUST E OF THE MOUNTH
 JU3366'OF THE MOURICE RIVER AND ABOUT 300 YARDS FROM THE DELAWARE BAY.  IT IS
 JU3366'ON HWY RIGHT-OF-WAY.
 JU3366'TO REACH FROM THE POST OFFICE IN LEESBURG, GO S ON MAIN STREET FOR
 JU3366'1.05 MI TO A FORK AND HIGH STREET ON THE LEFT.  KEEP RIGHT AND
 JU3366'CONTINUE SW ON MAIN STREET FOR 2.4 MI TO A T-INTERSECTION AT GLADES
 JU3366'ROAD, MAIN STREET AND EAST POINT ROAD.  TURN RIGHT AND GO SW ON EAST
 JU3366'POINT ROAD FOR 2.5 MI TO A FORK AND A SMALL COTTAGE ON THE RIGHT AND
 JU3366'THE STATION ON THE LEFT, JUST W OF THICKET.
 JU3366'STATION MARK IS A STANDARD DISK WHICH PROJECTS 2-INCHES.  IT IS
 JU3366'LOCATED 43.191 M (141.7 FT) E OF THE NE CORNER OF THE COTTAGE, 20.117
 JU3366'M (66.0 FT) S OF THE CENTER OF THE INTERSECTION, 13.716 M (45.0 FT) E
 JU3366'OF THE CENTERLINE OF THE ROAD, 15.24 M (50.0 FT) SSW OF THE
 JU3366'APPROXIMATE CENTER OF THE THICKET AND 24 M (78.7 FT) NE OF A POWERLINE
 JU3366'POLE NUMBER B40206.
 JU3366'RM 1 IS A STANDARD DISK STAMPED---EAST NO 1 1933---, SET IN THE TOP OF
 JU3366'A 10-INCH SQUARE CONCRETE POST WHICH IS 6-INCHES BELOW THE SURFACE.
 JU3366'IT IS LOCATED 34.512 M (113.2 FT) SW OF THE STATION, 8.535 M
 JU3366'(28.0 FT) NW OF THE CENTERLINE OF THE ROAD, 10.973 M (36.0 FT) SW OF A
 JU3366'POWERLINE POLE NUMBERED B40206, AND 0.762 M (2.5 FT) NW OF THE SW
 JU3366'CORNER OF A WOOD FENCE.
 JU3366'RM 2 IS A STANDARD DISK STAMPED---EAST NO 2 1933---, SET IN THE TOP OF
 JU3366'A 12-INCH SQUARE CONCRETE POST WHICH IS 2-INCHES BELOW THE SURFACE.
 JU3366'IT IS LOCATED 32.235 M (105.8 FT) NW OF THE STATION, 12.192 M
 JU3366'(40.0 FT) NNE OF THE CENTER OF THE INTERSECTION, 7.315 M (24.0 FT) S
 JU3366'OF A POWERLINE POLE AND 7.01 M (23.0 FT) W OF THE CENTER OF THE ROAD.
 JU3366
 JU3366                          STATION RECOVERY (1994)
 JU3366
 JU3366'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU3366'THE STATION IS LOCATED IN MAURICE RIVER TOWNSHIP ON THE SOUTHEAST SIDE
 JU3366'OF EAST POINT ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF
 JU3366'STATE ROUTE 47 AND COUNTY ROAD 616, GLADE ROAD, IN DELMONT, GO WEST ON
 JU3366'COUNTY ROAD 616 FOR 1.75 MI (2.82 KM) TO THE TEE JUNCTION WITH MAIN
 JU3366'STREET, COUNTY ROAD 616, IN HEISLERVILLE.  TO REACH THE STATION FROM
 JU3366'THE WYE JUNCTION OF STATE ROUTE 47 AND MILL ROAD, GO SOUTHWEST ON MILL
 JU3366'ROAD FOR 0.4 MI (0.6 KM) TO THE REVERSE WYE JUNCTION WITH HIGH STREET.
 JU3366'BEAR TO THE LEFT AND CONTINUE SOUTHWEST ON HIGH STREET FOR 0.15 MI
 JU3366'(0.24 KM) TO THE WYE JUNCTION WITH DORCHESTER HEISLERVILLE ROAD,
 JU3366'COUNTY ROAD 616 AND COUNTY ROAD 739.  BEAR TO THE RIGHT AND GO
 JU3366'SOUTHWEST ON COUNTY ROAD 616 FOR 2.4 MI (3.9 KM) TO THE TEE
 JU3366'INTERSECTION WITH GLADE ROAD IN HEISLERVILLE.  GLADE ROAD BECOMES EAST
 JU3366'POINT ROAD AT THIS INTERSECTION.  TURN RIGHT AND GO WEST ON EAST POINT
 JU3366'ROAD FOR 2.5 MI (4.0 KM) TO THE FORK JUNCTION WITH A DIRT ROAD LEADING
 JU3366'SOUTHWEST TO THE EAST POINT LIGHTHOUSE AND THE STATION ON THE LEFT,
 JU3366'OPPOSITE A ONE AND ONE HALF STORY FRAME DWELLING.  THE STATION IS 66
 JU3366'FT (20.1 M) SOUTH FROM THE CENTER OF THE FORK JUNCTION , 48.6 FT (14.8
 JU3366'M) EAST FROM THE CENTERLINE OF EAST POINT ROAD, 79 FT (24.1 M)
 JU3366'NORTHEAST FROM POLE NUMBER B 40206 AND 1.0 FT (0.3 M) FROM A METAL
 JU3366'WITNESS POST. THE STATION PROJECTS ABOUT 0.1 M (0.3 FT) ABOVE THE
 JU3366'GROUND.  THE REFERENCE MARKS WERE SEARCHED FOR AND NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5144 ***********************************************************************
 KV5144  DESIGNATION -  EAST
 KV5144  PID         -  KV5144
 KV5144  STATE/COUNTY-  NJ/MONMOUTH
 KV5144  USGS QUAD   -  ASBURY PARK (1989)
 KV5144
 KV5144                         *CURRENT SURVEY CONTROL
 KV5144  ___________________________________________________________________
 KV5144* NAD 83(1996)-  40 11 38.40828(N)    074 02 20.51393(W)     ADJUSTED  
 KV5144* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5144  ___________________________________________________________________
 KV5144  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 KV5144  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV5144
 KV5144  HORZ ORDER  -  THIRD
 KV5144
 KV5144.The horizontal coordinates were established by classical geodetic methods
 KV5144.and adjusted by the National Geodetic Survey in September 1999..
 KV5144
 KV5144.The orthometric height was scaled from a topographic map.
 KV5144
 KV5144.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5144
 KV5144.The geoid height was determined by GEOID03.
 KV5144
 KV5144;                    North         East     Units Scale Factor Converg.
 KV5144;SPC NJ       -   151,155.486   189,248.387   MT  0.99991896   +0 17 51.0
 KV5144;SPC NJ       -   495,915.96    620,892.42   sFT  0.99991896   +0 17 51.0
 KV5144;UTM  18      - 4,449,732.654   581,796.009   MT  0.99968236   +0 37 12.8
 KV5144
 KV5144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5144!SPC NJ       -   1.00000489  x   0.99991896  =   0.99992385
 KV5144!UTM  18      -   1.00000489  x   0.99968236  =   0.99968725
 KV5144
 KV5144:                Primary Azimuth Mark                     Grid Az
 KV5144:SPC NJ       -  AVON WATER TANK                          090 41 14.4
 KV5144:UTM  18      -  AVON WATER TANK                          090 21 52.6
 KV5144
 KV5144|---------------------------------------------------------------------|
 KV5144| PID    Reference Object                     Distance      Geod. Az  |
 KV5144|                                                           dddmmss.s |
 KV5144| KV5145 AVON WATER TANK                     APPROX. 1.4 KM 0905905.4 |
 KV5144| KV5197 POLE                                APPROX. 0.8 KM 0963441.4 |
 KV5144| KV5201 SCHOOL                              APPROX. 1.6 KM 1052406.8 |
 KV5144| KV5151 CROSS                               APPROX. 1.9 KM 1342617.1 |
 KV5144| KV5155 BELMAR STANDPIPE                    APPROX. 2.0 KM 1552512.8 |
 KV5144| KV5158 BELMAR STACK                        APPROX. 2.2 KM 1582044.7 |
 KV5144| KV5157 BELMAR TANK                         APPROX. 2.2 KM 1584048.0 |
 KV5144| KV5156 BELMAR GAS TANK                     APPROX. 2.1 KM 1601719.0 |
 KV5144| KV5148 HOTEL                               APPROX. 0.8 KM 1884237.5 |
 KV5144| CB5854 EAST RM 1                            10.587 METERS 21648     |
 KV5144| KV5143 HILL                                APPROX. 1.1 KM 3013714.9 |
 KV5144| CB5855 EAST RM 2                             9.459 METERS 32459     |
 KV5144| KV5139 GREEN                               APPROX. 1.6 KM 3545910.5 |
 KV5144|---------------------------------------------------------------------|
 KV5144
 KV5144                          SUPERSEDED SURVEY CONTROL
 KV5144
 KV5144  NAD 83(1986)-  40 11 38.40670(N)    074 02 20.50856(W) AD(       ) 3
 KV5144  NAD 27      -  40 11 37.99800(N)    074 02 22.00700(W) AD(       ) 3
 KV5144
 KV5144.Superseded values are not recommended for survey control.
 KV5144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5144.See file dsdata.txt to determine how the superseded data were derived.
 KV5144
 KV5144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8179649733(NAD 83)
 KV5144_MARKER: DS = TRIANGULATION STATION DISK
 KV5144_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV5144_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5144
 KV5144  HISTORY     - Date     Condition        Report By
 KV5144  HISTORY     - 1933     MONUMENTED       CGS
 KV5144  HISTORY     - 1954     POOR             USGS
 KV5144  HISTORY     - 1962     MARK NOT FOUND   CGS
 KV5144  HISTORY     - 19920704 MARK NOT FOUND   USPSQD
 KV5144
 KV5144                          STATION DESCRIPTION
 KV5144
 KV5144'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (PCD)
 KV5144'STATION IS LOCATED ON THE W SIDE OF THE RIGHT ARM OF SHARK RIVER
 KV5144'IN THE SHARK RIVER HILLS COMPANY, INCORPORATED, DEVELOPMENT JUST
 KV5144'E OF THE JUNCTION OF RIVERSIDE DRIVE AND BEVERLY WAY, THE FIRST
 KV5144'STREET S OF THE DANCE HALL AND TENNIS COURTS NEAR THE DEVELOPMENT
 KV5144'OFFICE.
 KV5144'
 KV5144'STATION MARK IS A STANDARD DISK SET IN A TILE.
 KV5144'
 KV5144'REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE, IN THE
 KV5144'TOP OF A TILE.
 KV5144'
 KV5144'THE MARK IS A STANDARD DISK STAMPED EAST 1933 SET IN TOP
 KV5144'OF 6 INCH DIAMETER TILE PIPE WITH TOP FLUSH WITH THE SURFACE OF
 KV5144'THE GROUND.  MARK IS 41.7 FEET E OF THE E CURB OF RIVERSIDE
 KV5144'DRIVE.  6.7 FEET W OF THE INSIDE OF THE BOARDWALK.  63.4 FEET S OF
 KV5144'POINT WHERE BOARDWALK WIDENS OUT TO ABOUT 12 FEET.
 KV5144'
 KV5144'REFERENCE MARK NO.1 STAMPED EAST NO. 1 1933, IS 34.7 FEET SW OF
 KV5144'STATION MARK AND 20.5 FEET E OF IRON DRAIN ON E CURB LINE OF
 KV5144'RIVERSIDE DRIVE.  REFERENCE MARK NO.1 IS A STANDARD DISK SET IN
 KV5144'TOP OF TILE FLUSH WITH GROUND.
 KV5144'
 KV5144'REFERENCE MARK NO.2 IS A STANDARD DISK IN TILE, STAMPED
 KV5144'EAST NO.2 1933 IS 31.0 FEET NW OF STATION AND 25.8 FEET E OF E
 KV5144'CURB OF RIVERSIDE DRIVE.
 KV5144'
 KV5144'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 KV5144
 KV5144                          STATION RECOVERY (1954)
 KV5144
 KV5144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KV5144'STATION WAS SET IN SAND AND HAS BEEN UPSET AND APPARENTLY MOVED.
 KV5144'
 KV5144'REFERENCE MARK 1 IS GONE.
 KV5144'
 KV5144'REFERENCE MARK 2 IS STILL APPARENTLY INTACT.
 KV5144
 KV5144                          STATION RECOVERY (1962)
 KV5144
 KV5144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5144'NOT RECOVERED.  BENEATH HARD FILL AND BOATS OF A MARIANA.  THE
 KV5144'GROUND WAS PROBED WHERE POSSIBLE WITHOUT RESULTS.  NO ONE COULD BE
 KV5144'FOUND AT THE MARIANA, OR IN THE VICINITY, WHO KNEW OF THE MARKS.
 KV5144
 KV5144                          STATION RECOVERY (1992)
 KV5144
 KV5144'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5658 ***********************************************************************
 KV5658  DESIGNATION -  EAST
 KV5658  PID         -  KV5658
 KV5658  STATE/COUNTY-  NJ/BURLINGTON
 KV5658  USGS QUAD   -  BRISTOL (1981)
 KV5658
 KV5658                         *CURRENT SURVEY CONTROL
 KV5658  ___________________________________________________________________
 KV5658* NAD 83(1996)-  40 06 31.15884(N)    074 49 47.44087(W)     ADJUSTED  
 KV5658* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5658  ___________________________________________________________________
 KV5658  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 KV5658  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV5658
 KV5658  HORZ ORDER  -  SECOND
 KV5658
 KV5658.The horizontal coordinates were established by classical geodetic methods
 KV5658.and adjusted by the National Geodetic Survey in September 1999..
 KV5658
 KV5658.The orthometric height was scaled from a topographic map.
 KV5658
 KV5658.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5658
 KV5658.The geoid height was determined by GEOID03.
 KV5658
 KV5658;                    North         East     Units Scale Factor Converg.
 KV5658;SPC NJ       -   141,629.954   121,880.770   MT  0.99990973   -0 12 45.0
 KV5658;SPC NJ       -   464,664.27    399,870.49   sFT  0.99990973   -0 12 45.0
 KV5658;SPC PA S     -    90,203.309   848,916.597   MT  0.99997722   +1 53 40.5
 KV5658;SPC PA S     -   295,942.02  2,785,153.87   sFT  0.99997722   +1 53 40.5
 KV5658;UTM  18      - 4,439,830.873   514,501.363   MT  0.99960259   +0 06 34.6
 KV5658
 KV5658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5658!SPC NJ       -   1.00000489  x   0.99990973  =   0.99991462
 KV5658!SPC PA S     -   1.00000489  x   0.99997722  =   0.99998211
 KV5658!UTM  18      -   1.00000489  x   0.99960259  =   0.99960748
 KV5658
 KV5658|---------------------------------------------------------------------|
 KV5658| PID    Reference Object                     Distance      Geod. Az  |
 KV5658|                                                           dddmmss.s |
 KV5658| KV5659 ANCHOR CL USE 1935                   58.634 METERS 00534     |
 KV5658| CB5853 EAST RM 3                            21.886 METERS 05055     |
 KV5658| KV5657 BRIDGE 2                            APPROX. 0.8 KM 1833728.7 |
 KV5658| CB5852 EAST RM 2                            19.185 METERS 18527     |
 KV5658| KV5647 BRISTOL LANDRETHS BARN CUPOLA       APPROX. 0.9 KM 3200013.3 |
 KV5658|---------------------------------------------------------------------|
 KV5658
 KV5658                          SUPERSEDED SURVEY CONTROL
 KV5658
 KV5658  NAD 83(1986)-  40 06 31.15846(N)    074 49 47.44129(W) AD(       ) 2
 KV5658  NAD 27      -  40 06 30.76100(N)    074 49 48.85000(W) AD(       ) 2
 KV5658
 KV5658.Superseded values are not recommended for survey control.
 KV5658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5658.See file dsdata.txt to determine how the superseded data were derived.
 KV5658
 KV5658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1450139831(NAD 83)
 KV5658
 KV5658  HISTORY     - Date     Condition        Report By
 KV5658  HISTORY     - 1912     MONUMENTED       CGS
 KV5658  HISTORY     - 1935     GOOD             CGS
 KV5658  HISTORY     - 1947     GOOD             CGS
 KV5658
 KV5658                          STATION DESCRIPTION
 KV5658
 KV5658'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5658'THIS STATION IS 3.3 MILES NE OF BURLINGTON, 15.0 METERS W OF CENTER
 KV5658'LINE INTERSECTION OF RIVER ROAD AND SCHUYLER FERRY ROAD, 50.3
 KV5658'METERS W OF NW CORNER OF A 3-STORY BRICK HOUSE OWNED BY J.P. ROE,
 KV5658'3.30 METERS W OF W RAIL OF OLD STREET CAR TRACK, 15.35 METERS S
 KV5658'OF POLE 1614 BT/R 2.
 KV5658'
 KV5658'STATION IS MARKED ACCORDING TO NOTES 6B AND 10A.  REFERENCE
 KV5658'MARK NO. 2, A NAIL CEMENTED IN UPPER END OF A TILE PIPE SURROUNDED
 KV5658'BY CONCRETE, IS S OF STATION, 3.44 METERS W OF W RAIL.  NEW
 KV5658'REFERENCE MARK NO. 3, NOTE 11A, IS ACROSS ROAD AT SW CORNER OF
 KV5658'J.D. MARTERS PROPERTY.
 KV5658'
 KV5658'EVELATION OF SIGNAL 1.5 METERS.
 KV5658
 KV5658                          STATION RECOVERY (1947)
 KV5658
 KV5658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5658'STATION RECOVERED IN GOOD CONDITION.
 KV5658'
 KV5658'THE 1935 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGES--
 KV5658'
 KV5658'1.  DELETE REFERENCES TO OLD STREET CAR TRACK.  (TRACK REMOVED.)
 KV5658'
 KV5658'2.  CHANGE POLE 1614 BT/R-2 TO POLE 60694 BT/R-2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3903 ***********************************************************************
 KV3903  DESIGNATION -  EAST ANDERSON
 KV3903  PID         -  KV3903
 KV3903  STATE/COUNTY-  NJ/BERGEN
 KV3903  USGS QUAD   -  HACKENSACK (1997)
 KV3903
 KV3903                         *CURRENT SURVEY CONTROL
 KV3903  ___________________________________________________________________
 KV3903* NAD 83(1996)-  40 53 30.52293(N)    074 02 07.95988(W)     ADJUSTED  
 KV3903* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV3903  ___________________________________________________________________
 KV3903  LAPLACE CORR-           7.55  (seconds)                    DEFLEC99
 KV3903  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV3903
 KV3903  HORZ ORDER  -  THIRD
 KV3903
 KV3903.The horizontal coordinates were established by classical geodetic methods
 KV3903.and adjusted by the National Geodetic Survey in September 1999..
 KV3903
 KV3903.The orthometric height was scaled from a topographic map.
 KV3903
 KV3903.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3903
 KV3903.The geoid height was determined by GEOID03.
 KV3903
 KV3903;                    North         East     Units Scale Factor Converg.
 KV3903;SPC NJ       -   228,638.015   189,137.032   MT  0.99991885   +0 18 14.6
 KV3903;SPC NJ       -   750,123.22    620,527.08   sFT  0.99991885   +0 18 14.6
 KV3903;SPC NY L     -    80,525.612   297,004.594   MT  0.99999516   -0 01 23.7
 KV3903;SPC NY L     -   264,191.11    974,422.57   sFT  0.99999516   -0 01 23.7
 KV3903;UTM  18      - 4,527,194.931   581,245.233   MT  0.99968124   +0 37 53.0
 KV3903
 KV3903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3903!SPC NJ       -   1.00000488  x   0.99991885  =   0.99992373
 KV3903!SPC NY L     -   1.00000488  x   0.99999516  =   1.00000004
 KV3903!UTM  18      -   1.00000488  x   0.99968124  =   0.99968612
 KV3903
 KV3903|---------------------------------------------------------------------|
 KV3903| PID    Reference Object                     Distance      Geod. Az  |
 KV3903|                                                           dddmmss.s |
 KV3903| CB5857 EAST ANDERSON RM 2                                 00944     |
 KV3903| CB5856 EAST ANDERSON RM 1                                 10507     |
 KV3903| KV3907 TANI                                APPROX. 0.6 KM 1640810.8 |
 KV3903| KV3906 ORI 1914                            473.690 METERS 1915658.8 |
 KV3903| KV0494 WEST ANDERSON RESET                 105.635 METERS 27555     |
 KV3903| KV3900 CAMPBELLS WALL PAPER CO CHIM        APPROX. 0.7 KM 3435158.3 |
 KV3903|---------------------------------------------------------------------|
 KV3903
 KV3903                          SUPERSEDED SURVEY CONTROL
 KV3903
 KV3903  NAD 83(1996)-  40 53 30.52281(N)    074 02 07.96000(W) AD(       ) 3
 KV3903  NAD 83(1996)-  40 53 30.52175(N)    074 02 07.96128(W) AD(       ) 3
 KV3903  NAD 83(1992)-  40 53 30.51945(N)    074 02 07.96172(W) AD(       ) 3
 KV3903  NAD 83(1986)-  40 53 30.53096(N)    074 02 07.96018(W) AD(       ) 3
 KV3903  NAD 27      -  40 53 30.16900(N)    074 02 09.46000(W) AD(       ) 3
 KV3903
 KV3903.Superseded values are not recommended for survey control.
 KV3903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3903.See file dsdata.txt to determine how the superseded data were derived.
 KV3903
 KV3903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8124527195(NAD 83)
 KV3903_MARKER: X = CHISELED CROSS
 KV3903_SETTING: 0 = UNSPECIFIED SETTING
 KV3903
 KV3903  HISTORY     - Date     Condition        Report By
 KV3903  HISTORY     - 1914     MONUMENTED       USE
 KV3903  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV3903  HISTORY     - 1970     MARK NOT FOUND   NGS
 KV3903
 KV3903                          STATION DESCRIPTION
 KV3903
 KV3903'DESCRIBED BY US ENGINEERS 1914 (SF)
 KV3903'STATION IS ON THE E SIDE OF HACKENSACK RIVER, ON E END OF
 KV3903'ANDERSON STREET BRIDGE, 6.782 METERS (22.25 FEET) E OF THE ABUTMENT
 KV3903'1.52 METERS (5 FEET) FROM THE S CURB, AND 0.914 METER (3 FEET)
 KV3903'FROM S SIDE OF THE BRIDGE.  THE STATION IS MARKED BY A CROSS
 KV3903'CUT IN THE PAVEMENT.
 KV3903'
 KV3903'TWO REFERENCE MARKS, EACH A CROSS CUT ON A STONE WALL, AND
 KV3903'WITH THE LETTERS U.S.R.M. ARE PLACED RESPECTIVELY 5.102 METERS
 KV3903'(16.74 FEET) S 55 DEG E AND 10.302 METERS (33.80 FEET) N 26 DEG
 KV3903'E FROM THE STATION.
 KV3903
 KV3903                          STATION RECOVERY (1932)
 KV3903
 KV3903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3903'STATION REPORTED LOST.
 KV3903
 KV3903                          STATION RECOVERY (1970)
 KV3903
 KV3903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KV3903'THE STATION IS DEFINITELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3949 ***********************************************************************
 KV3949  DESIGNATION -  EAST BOAT CLUB
 KV3949  PID         -  KV3949
 KV3949  STATE/COUNTY-  NJ/BERGEN
 KV3949  USGS QUAD   -  WEEHAWKEN (1995)
 KV3949
 KV3949                         *CURRENT SURVEY CONTROL
 KV3949  ___________________________________________________________________
 KV3949* NAD 83(1996)-  40 51 44.32083(N)    074 01 54.89443(W)     ADJUSTED  
 KV3949* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV3949  ___________________________________________________________________
 KV3949  LAPLACE CORR-           7.69  (seconds)                    DEFLEC99
 KV3949  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV3949
 KV3949  HORZ ORDER  -  THIRD
 KV3949
 KV3949.The horizontal coordinates were established by classical geodetic methods
 KV3949.and adjusted by the National Geodetic Survey in September 1999..
 KV3949
 KV3949.The orthometric height was scaled from a topographic map.
 KV3949
 KV3949.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3949
 KV3949.The geoid height was determined by GEOID03.
 KV3949
 KV3949;                    North         East     Units Scale Factor Converg.
 KV3949;SPC NJ       -   225,363.871   189,460.367   MT  0.99991916   +0 18 22.5
 KV3949;SPC NJ       -   739,381.30    621,587.89   sFT  0.99991916   +0 18 22.5
 KV3949;SPC NY L     -    77,249.426   297,309.249   MT  0.99999492   -0 01 15.2
 KV3949;SPC NY L     -   253,442.49    975,422.09   sFT  0.99999492   -0 01 15.2
 KV3949;UTM  18      - 4,523,923.464   581,587.182   MT  0.99968193   +0 38 00.2
 KV3949
 KV3949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3949!SPC NJ       -   1.00000472  x   0.99991916  =   0.99992388
 KV3949!SPC NY L     -   1.00000472  x   0.99999492  =   0.99999964
 KV3949!UTM  18      -   1.00000472  x   0.99968193  =   0.99968665
 KV3949
 KV3949|---------------------------------------------------------------------|
 KV3949| PID    Reference Object                     Distance      Geod. Az  |
 KV3949|                                                           dddmmss.s |
 KV3949| CB5858 EAST BOAT CLUB RM 1                                03119     |
 KV3949| CB5859 EAST BOAT CLUB RM 2                                13208     |
 KV3949| KV3939 FILL                                287.447 METERS 18150     |
 KV3949| KV3940 SAND                                341.856 METERS 20325     |
 KV3949| KV3947 WEST                                124.081 METERS 28639     |
 KV3949| KV3957 EAST STANDARD USE 1914              APPROX. 0.7 KM 3385148.2 |
 KV3949|---------------------------------------------------------------------|
 KV3949
 KV3949                          SUPERSEDED SURVEY CONTROL
 KV3949
 KV3949  NAD 83(1996)-  40 51 44.32067(N)    074 01 54.89452(W) AD(       ) 3
 KV3949  NAD 83(1996)-  40 51 44.31973(N)    074 01 54.89599(W) AD(       ) 3
 KV3949  NAD 83(1992)-  40 51 44.31743(N)    074 01 54.89656(W) AD(       ) 3
 KV3949  NAD 83(1986)-  40 51 44.32596(N)    074 01 54.89252(W) AD(       ) 3
 KV3949  NAD 27      -  40 51 43.96500(N)    074 01 56.39500(W) AD(       ) 3
 KV3949
 KV3949.Superseded values are not recommended for survey control.
 KV3949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3949.See file dsdata.txt to determine how the superseded data were derived.
 KV3949
 KV3949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8158723923(NAD 83)
 KV3949_MARKER: N = NAIL
 KV3949_SETTING: 0 = UNSPECIFIED SETTING
 KV3949
 KV3949  HISTORY     - Date     Condition        Report By
 KV3949  HISTORY     - 1914     MONUMENTED       USE
 KV3949  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV3949
 KV3949                          STATION DESCRIPTION
 KV3949
 KV3949'DESCRIBED BY US ENGINEERS 1914 (SF)
 KV3949'STATION IS ON THE E SIDE OF HACKENSACK RIVER, ON THE DOCK OF EAST
 KV3949'BOAT CLUBHOUSE AT RIDGEFIELD PARK.  THE STATION IS 12.71 METERS
 KV3949'(41.7 FEET) FROM THE END OF THE DOCK, 8.077 METERS (26.5 FEET)
 KV3949'FROM W FACE OF THE BOATHOUSE AND 0.87 METER (2.65 FEET) FROM N
 KV3949'SIDE OF DOCK, AND IS MARKED BY A COPPER NAIL IN THE CENTER OF A
 KV3949'SQUARE MADE BY 4 WIRE NAILS.
 KV3949'
 KV3949'TWO REFERENCE MARKS ARE PLACED RESPECTIVELY 21.686 METERS
 KV3949'(71.15 FEET) N 43 DEG E AND 11.247 METERS (36.91 FEET) S 36 DEG
 KV3949'E FROM THE STATION.
 KV3949
 KV3949                          STATION RECOVERY (1932)
 KV3949
 KV3949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3949'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4903 ***********************************************************************
 KV4903  DESIGNATION -  EAST HANOVER SCHOOL
 KV4903  PID         -  KV4903
 KV4903  STATE/COUNTY-  NJ/MORRIS
 KV4903  USGS QUAD   -  CALDWELL (1995)
 KV4903
 KV4903                         *CURRENT SURVEY CONTROL
 KV4903  ___________________________________________________________________
 KV4903* NAD 83(1996)-  40 49 32.26239(N)    074 21 45.44088(W)     ADJUSTED  
 KV4903* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 KV4903  ___________________________________________________________________
 KV4903  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 KV4903  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KV4903
 KV4903  HORZ ORDER  -  SECOND
 KV4903
 KV4903.The horizontal coordinates were established by classical geodetic methods
 KV4903.and adjusted by the National Geodetic Survey in September 1999..
 KV4903
 KV4903.The orthometric height was scaled from a topographic map.
 KV4903
 KV4903.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4903
 KV4903.The geoid height was determined by GEOID03.
 KV4903
 KV4903;                    North         East     Units Scale Factor Converg.
 KV4903;SPC NJ       -   221,194.234   161,587.534   MT  0.99990165   +0 05 23.3
 KV4903;SPC NJ       -   725,701.42    530,141.77   sFT  0.99990165   +0 05 23.3
 KV4903;UTM  18      - 4,519,595.899   553,745.611   MT  0.99963555   +0 25 00.1
 KV4903
 KV4903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4903!SPC NJ       -   0.99999434  x   0.99990165  =   0.99989599
 KV4903!UTM  18      -   0.99999434  x   0.99963555  =   0.99962990
 KV4903
 KV4903|---------------------------------------------------------------------|
 KV4903| PID    Reference Object                     Distance      Geod. Az  |
 KV4903|                                                           dddmmss.s |
 KV4903| CB5861 EAST HANOVER SCHOOL RM 1             19.755 METERS 05010     |
 KV4903| CB5862 EAST HANOVER SCHOOL RM 2              5.975 METERS 15814     |
 KV4903| CB5860 EAST HANOVER SCHOOL AZ MK                          2931019.3 |
 KV4903| KV4912 SHEEP HILL 2                        APPROX.10.9 KM 3400933.8 |
 KV4903|---------------------------------------------------------------------|
 KV4903
 KV4903                          SUPERSEDED SURVEY CONTROL
 KV4903
 KV4903  NAD 83(1996)-  40 49 32.26209(N)    074 21 45.44105(W) AD(       ) 2
 KV4903  NAD 83(1986)-  40 49 32.26130(N)    074 21 45.43770(W) AD(       ) 2
 KV4903  NAD 27      -  40 49 31.90300(N)    074 21 46.89700(W) AD(       ) 2
 KV4903
 KV4903.Superseded values are not recommended for survey control.
 KV4903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4903.See file dsdata.txt to determine how the superseded data were derived.
 KV4903
 KV4903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5374619596(NAD 83)
 KV4903_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV4903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4903
 KV4903  HISTORY     - Date     Condition        Report By
 KV4903  HISTORY     - 1935     MONUMENTED       CGS
 KV4903  HISTORY     - 1938     GOOD             CGS
 KV4903  HISTORY     - 1940     MARK NOT FOUND   CGS
 KV4903
 KV4903                          STATION DESCRIPTION
 KV4903
 KV4903'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV4903'THIS IS A STATION OF THE PASSAIC VALLEY FLOOD CONTROL COMMISSION,
 KV4903'LOCATED ABOUT 2-3/4 MILES E OF WHIPPANY, ON THE ROOF OF THE EAST
 KV4903'HANOVER SCHOOL IN HANOVER.
 KV4903'
 KV4903'A NAIL DRIVEN IN THE TAR ROOF WAS THE ORIGINAL STATION MARK
 KV4903'BUT IT WAS REPLACED BY A SURFACE AND UNDERGROUND MARK, STANDARD
 KV4903'BRONZE DISKS SET IN 12- BY 12-INCH BLOCKS OF CONCRETE.
 KV4903'
 KV4903'THE STATION MARK IS 40.28 FEET NNE OF THE SOUTHEASTERNMOST
 KV4903'TOILET VENTILATOR, 22.12 FEET SE OF THE SE CORNER OF THE HATCH
 KV4903'AND 40.60 FEET ESE OF THE N EDGE OF THE SOUTHERNMOST DRAIN ON THE
 KV4903'W SIDE OF THE ROOF.  ALL MARKS ARE STAMPED E.  HANOVER SCHOOL
 KV4903'1935.
 KV4903'
 KV4903'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN THE COPING
 KV4903'AT THE NE SIDE OF THE BUILDING AND 6 PACES W OF THE NE CORNER
 KV4903'OF THE BUILDING.  THE MARK WAS SET FLUSH WITH THE COPING.
 KV4903'
 KV4903'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET 2.57 FEET N
 KV4903'OF THE S EDGE OF THE COPING.  THE MARK IS SET FLUSH WITH THE
 KV4903'SURFACE OF THE COPING.
 KV4903'
 KV4903'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN THE E CORNER OF
 KV4903'THE CONCRETE BASE OF AN OPEN STONE FIREPLACE.  THE MARK IS FLUSH
 KV4903'WITH THE SURFACE OF THE CONCRETE.
 KV4903'
 KV4903'NO PROMINENT OBJECTS WERE VISIBLE FROM THE GROUND AT THIS STATION.
 KV4903'
 KV4903'TO REACH THE STATION FROM WHIPPANY AT THE INTERSECTION OF
 KV4903'ROUTE 10 AND THE ROAD TO MORRISTOWN AT THE FIRST NATIONAL BANK,
 KV4903'GO EASTERLY ON HIGHWAY 10 FOR 1.15 MILES TO WHIPPANY RIVER
 KV4903'BRIDGE.  CROSS THE BRIDGE AND TURN LEFT IMMEDIATELY ON A PAVED
 KV4903'ROAD, FOLLOWING SIGN TO HANOVER HEIGHTS.  GO 1.2 MILES TO A
 KV4903'RAILROAD CROSSING AND CONTINUE FURTHER 0.7 MILE TO EAST HANOVER
 KV4903'SCHOOL ON THE LEFT AND THE STATION.
 KV4903
 KV4903                          STATION RECOVERY (1938)
 KV4903
 KV4903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CAE)
 KV4903'STATION AND ALL MARKS RECOVERED AS DESCRIBED.  THIS BUILDING IS
 KV4903'TO BE REBUILT.
 KV4903'
 KV4903'IT IS BELIEVED THAT IN ABOUT FEBRUARY OR MARCH 1939, AFTER THE
 KV4903'REBUILDING THE STATION CAN BE RE-ESTABLISHED.
 KV4903
 KV4903                          STATION RECOVERY (1940)
 KV4903
 KV4903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KV4903'THE SAME COPING STONES WERE USED WHEN THE SCHOOL WAS REBUILT AND
 KV4903'THE REFERENCE MARKS WERE STILL IN PLACE.  AS IT WAS IMPOSSIBLE TO
 KV4903'CHECK THESE FOR ACCURATE RELOCATION THE REFERENCE MARKS WERE
 KV4903'REMOVED FROM THE STONES AND THE HOLES FILLED WITH CEMENT.  THE
 KV4903'STAKES LOCATED BY C.A.E. IN 1938 COULD NOT BE FOUND.  BY
 KV4903'RETURNING TO THE SCHOOL SOME TIME DURING THE WINTER MONTHS WHEN
 KV4903'THE LEAVES ARE OFF THE TREES IT MIGHT BE POSSIBLE TO
 KV4903'APPROXIMATELY REPLACE THE STATION FROM THE DIRECTIONS MEASURED
 KV4903'BY C.A.E. IN 1938.  AT THE PRESENT TIME THE STATION SHOULD BE
 KV4903'MARKED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3100 ***********************************************************************
 JU3100  DESIGNATION -  EAST HORSESHOE FRONT RANGE
 JU3100  PID         -  JU3100
 JU3100  STATE/COUNTY-  NJ/GLOUCESTER
 JU3100  USGS QUAD   -  WOODBURY (1995)
 JU3100
 JU3100                         *CURRENT SURVEY CONTROL
 JU3100  ___________________________________________________________________
 JU3100* NAD 83(1996)-  39 52 24.90618(N)    075 08 54.34587(W)     ADJUSTED  
 JU3100* NAVD 88     -                                                        
 JU3100  ___________________________________________________________________
 JU3100  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 JU3100  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU3100
 JU3100  HORZ ORDER  -  THIRD
 JU3100
 JU3100.The horizontal coordinates were established by classical geodetic methods
 JU3100.and adjusted by the National Geodetic Survey in September 1999..
 JU3100
 JU3100
 JU3100.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3100
 JU3100.The geoid height was determined by GEOID03.
 JU3100
 JU3100;                    North         East     Units Scale Factor Converg.
 JU3100;SPC NJ       -   115,680.756    94,531.472   MT  0.99993787   -0 24 56.6
 JU3100;SPC NJ       -   379,529.28    310,142.00   sFT  0.99993787   -0 24 56.6
 JU3100;SPC PA S     -    63,264.944   822,537.285   MT  1.00000988   +1 41 16.4
 JU3100;SPC PA S     -   207,561.74  2,698,607.74   sFT  1.00000988   +1 41 16.4
 JU3100;UTM  18      - 4,413,737.090   487,306.775   MT  0.99960198   -0 05 42.6
 JU3100
 JU3100                          SUPERSEDED SURVEY CONTROL
 JU3100
 JU3100  NAD 83(1991)-  39 52 24.90200(N)    075 08 54.34815(W) AD(       ) 4
 JU3100  NAD 83(1986)-  39 52 24.89945(N)    075 08 54.34860(W) AD(       ) 4
 JU3100  NAD 27      -  39 52 24.49500(N)    075 08 55.71000(W) AD(       ) 3
 JU3100
 JU3100.Superseded values are not recommended for survey control.
 JU3100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3100.See file dsdata.txt to determine how the superseded data were derived.
 JU3100
 JU3100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8730713737(NAD 83)
 JU3100_MARKER: 15 = RANGE MARKER
 JU3100
 JU3100  HISTORY     - Date     Condition        Report By
 JU3100  HISTORY     - 1925     FIRST OBSERVED   CGS
 JU3100  HISTORY     - 1949     GOOD             CGS
 JU3100
 JU3100                          STATION DESCRIPTION
 JU3100
 JU3100'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3100'STATION IS THE PEAK OF THE FRONT RANGE LIGHT OF THE E HORSESHOE
 JU3100'GROUP, WHICH IS LOCATED IN WHAT WAS ORIGINALLY WASHINGTON
 JU3100'PARK.  THERE ARE ONLY TWO LIGHTS IN THIS GROUP AT PRESENT INSTEAD
 JU3100'OF THREE AS WAS ORIGINALLY FOUND IN 1890, AND THIS IS PROBABLY
 JU3100'A NEW ONE AS ITS LOCATION DOES NOT CORRESPOND WITH ANY OF THE
 JU3100'THREE ORIGINALLY FOUND.
 JU3100
 JU3100                          STATION RECOVERY (1949)
 JU3100
 JU3100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (SVG)
 JU3100'THE RADIAL PLOT POSITION FOR THIS STATION DIFFERS FROM ITS
 JU3100'TRIANGULATION POSITION ESTABLISHED IN 1925 BY ABOUT 27 MM.  IT
 JU3100'WAS NOTED, ALSO, THAT THE 1949 LIGHT LIST STATES THAT THIS LIGHT
 JU3100'WAS REBUILT IN 1938.
 JU3100'
 JU3100'IN VIEW OF THE INFORMATION NOTED ABOVE, THIS STATION SHOULD BE
 JU3100'CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3099 ***********************************************************************
 JU3099  DESIGNATION -  EAST HORSESHOE REAR RANGE
 JU3099  PID         -  JU3099
 JU3099  STATE/COUNTY-  NJ/GLOUCESTER
 JU3099  USGS QUAD   -  WOODBURY (1995)
 JU3099
 JU3099                         *CURRENT SURVEY CONTROL
 JU3099  ___________________________________________________________________
 JU3099* NAD 83(1996)-  39 52 17.47584(N)    075 08 59.25382(W)     ADJUSTED  
 JU3099* NAVD 88     -                                                        
 JU3099  ___________________________________________________________________
 JU3099  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 JU3099  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU3099
 JU3099  HORZ ORDER  -  THIRD
 JU3099
 JU3099.The horizontal coordinates were established by classical geodetic methods
 JU3099.and adjusted by the National Geodetic Survey in September 1999..
 JU3099
 JU3099
 JU3099.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3099
 JU3099.The geoid height was determined by GEOID03.
 JU3099
 JU3099;                    North         East     Units Scale Factor Converg.
 JU3099;SPC NJ       -   115,452.455    94,413.183   MT  0.99993803   -0 24 59.7
 JU3099;SPC NJ       -   378,780.26    309,753.92   sFT  0.99993803   -0 24 59.7
 JU3099;SPC PA S     -    63,032.437   822,427.447   MT  1.00001024   +1 41 13.2
 JU3099;SPC PA S     -   206,798.92  2,698,247.38   sFT  1.00001024   +1 41 13.2
 JU3099;UTM  18      - 4,413,508.207   487,189.804   MT  0.99960202   -0 05 45.7
 JU3099
 JU3099                          SUPERSEDED SURVEY CONTROL
 JU3099
 JU3099  NAD 83(1991)-  39 52 17.47176(N)    075 08 59.25619(W) AD(       ) 4
 JU3099  NAD 83(1986)-  39 52 17.46927(N)    075 08 59.25654(W) AD(       ) 4
 JU3099  NAD 27      -  39 52 17.06000(N)    075 09 00.61200(W) AD(       ) 3
 JU3099
 JU3099.Superseded values are not recommended for survey control.
 JU3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3099.See file dsdata.txt to determine how the superseded data were derived.
 JU3099
 JU3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8719013508(NAD 83)
 JU3099_MARKER: 15 = RANGE MARKER
 JU3099
 JU3099  HISTORY     - Date     Condition        Report By
 JU3099  HISTORY     - 1890     FIRST OBSERVED   CGS
 JU3099  HISTORY     - 1925     GOOD             CGS
 JU3099  HISTORY     - 1935     GOOD             CGS
 JU3099  HISTORY     - 1949     GOOD             CGS
 JU3099
 JU3099                          STATION DESCRIPTION
 JU3099
 JU3099'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3099'STATION IS THE PEAK OF THE REAR RANGE LIGHT OF THE E HORSESHOE
 JU3099'GROUP, WHICH IS LOCATED IN WHAT WAS ORIGINALLY WASHINGTON
 JU3099'PARK.  THERE ARE ONLY TWO RANGE LIGHTS IN THIS GROUP AT PRESENT,
 JU3099'INSTEAD OF THREE AS WAS ORIGINALLY FOUND.  THE LOCATION OF THIS
 JU3099'LIGHT CORRESPONDS WITH THE ONE CALLED UPPER REAR LIGHTHOUSE
 JU3099'IN 1890 AND PROBABLY IS THE SAME.
 JU3099
 JU3099                          STATION RECOVERY (1935)
 JU3099
 JU3099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 JU3099'IN WHAT WAS ORIGINALLY WASHINGTON PARK, THE PEAK OF
 JU3099'THE LANTERN ON THE REAR LIGHT.
 JU3099
 JU3099                          STATION RECOVERY (1949)
 JU3099
 JU3099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (SVG)
 JU3099'THE RADIAL PLOT POSITION FOR THIS STATION DIFFERS FROM ITS
 JU3099'TRIANGULATION POSITION ESTABLISHED IN 1890 BY ABOUT 12 MM.  IT
 JU3099'WAS NOTED, ALSO, THAT THE 1949 LIGHT LIST STATES THAT THIS LIGHT
 JU3099'WAS REBUILT IN 1938.
 JU3099'
 JU3099'IN VIEW OF THE INFORMATION NOTED ABOVE, THIS STATION SHOULD
 JU3099'BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5801 ***********************************************************************
 KV5801  DESIGNATION -  EAST MILLSTONE SOMERST RUB STK
 KV5801  PID         -  KV5801
 KV5801  STATE/COUNTY-  NJ/SOMERSET
 KV5801  USGS QUAD   -  BOUND BROOK (1995)
 KV5801
 KV5801                         *CURRENT SURVEY CONTROL
 KV5801  ___________________________________________________________________
 KV5801* NAD 83(1996)-  40 30 06.04624(N)    074 35 00.63632(W)     ADJUSTED  
 KV5801* NAVD 88     -                                                        
 KV5801  ___________________________________________________________________
 KV5801  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 KV5801  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KV5801
 KV5801  HORZ ORDER  -  THIRD
 KV5801
 KV5801.The horizontal coordinates were established by classical geodetic methods
 KV5801.and adjusted by the National Geodetic Survey in September 1999..
 KV5801
 KV5801
 KV5801.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5801
 KV5801.The geoid height was determined by GEOID03.
 KV5801
 KV5801;                    North         East     Units Scale Factor Converg.
 KV5801;SPC NJ       -   185,218.409   142,921.921   MT  0.99990062   -0 03 15.3
 KV5801;SPC NJ       -   607,670.73    468,903.00   sFT  0.99990062   -0 03 15.3
 KV5801;UTM  18      - 4,483,524.461   535,289.966   MT  0.99961533   +0 16 13.8
 KV5801
 KV5801                          SUPERSEDED SURVEY CONTROL
 KV5801
 KV5801  NAD 83(1986)-  40 30 06.04690(N)    074 35 00.63821(W) AD(       ) 4
 KV5801  NAD 27      -  40 30 05.67300(N)    074 35 02.07800(W) AD(       ) 3
 KV5801
 KV5801.Superseded values are not recommended for survey control.
 KV5801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5801.See file dsdata.txt to determine how the superseded data were derived.
 KV5801
 KV5801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3529083524(NAD 83)
 KV5801_MARKER: 63 = STACK
 KV5801
 KV5801  HISTORY     - Date     Condition        Report By
 KV5801  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5801  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 KV5801
 KV5801                          STATION DESCRIPTION
 KV5801
 KV5801'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5801'STATION IS FIFTEEN MILES W OF NEW BRUNSWICK, IN THE VILLAGE OF
 KV5801'E MILLSTONE.  PLANT IS ON THE E BANK OF THE DELAWARE-RARITAN
 KV5801'CANAL.  PLANT IS A RECLAIMING FACTORY FOR OLD RUBBER TIRES.
 KV5801'
 KV5801'THE STACK IS AT THE N END OF THE FACTORY.  IT IS BUILT OF
 KV5801'CONCRETE, ABOUT 175 FEET HIGH, 8 FEET IN DIAMETER AT TOP, AND
 KV5801'VERY SOOTY AT TOP.
 KV5801'
 KV5801'A SMALL, WOODEN WATER TANK ABOUT 90 FEET HIGH WITH FLAT
 KV5801'BOTTOM LIES ABOUT 30 FEET E.
 KV5801
 KV5801                          STATION RECOVERY (2003)
 KV5801
 KV5801'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV5801'BOTH FACTORY AND STACK HAVE BEEN DEMOLISHED.  GROUND HAS BEEN
 KV5801'BULLDOZED AND PLOWED AND IS NOW A FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5412 ***********************************************************************
 KV5412  DESIGNATION -  EAST OF DAYTON SQUAT TANK
 KV5412  PID         -  KV5412
 KV5412  STATE/COUNTY-  NJ/MIDDLESEX
 KV5412  USGS QUAD   -  JAMESBURG (1981)
 KV5412
 KV5412                         *CURRENT SURVEY CONTROL
 KV5412  ___________________________________________________________________
 KV5412* NAD 83(1996)-  40 20 37.56716(N)    074 27 54.08395(W)     ADJUSTED  
 KV5412* NAVD 88     -                                                        
 KV5412  ___________________________________________________________________
 KV5412  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 KV5412  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KV5412
 KV5412  HORZ ORDER  -  THIRD
 KV5412
 KV5412.The horizontal coordinates were established by classical geodetic methods
 KV5412.and adjusted by the National Geodetic Survey in September 1999..
 KV5412
 KV5412
 KV5412.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5412
 KV5412.The geoid height was determined by GEOID03.
 KV5412
 KV5412;                    North         East     Units Scale Factor Converg.
 KV5412;SPC NJ       -   167,682.541   152,971.465   MT  0.99990011   +0 01 21.5
 KV5412;SPC NJ       -   550,138.47    501,873.88   sFT  0.99990011   +0 01 21.5
 KV5412;UTM  18      - 4,466,050.635   545,435.735   MT  0.99962541   +0 20 46.8
 KV5412
 KV5412                          SUPERSEDED SURVEY CONTROL
 KV5412
 KV5412  NAD 83(1986)-  40 20 37.56714(N)    074 27 54.08352(W) AD(       ) 4
 KV5412  NAD 27      -  40 20 37.18500(N)    074 27 55.52400(W) AD(       ) 3
 KV5412
 KV5412.Superseded values are not recommended for survey control.
 KV5412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5412.See file dsdata.txt to determine how the superseded data were derived.
 KV5412
 KV5412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4543666051(NAD 83)
 KV5412_MARKER: 51 = TANK
 KV5412
 KV5412  HISTORY     - Date     Condition        Report By
 KV5412  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5412
 KV5412                          STATION DESCRIPTION
 KV5412
 KV5412'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6849 ***********************************************************************
 KV6849  DESIGNATION -  EAST ORANGE 1
 KV6849  PID         -  KV6849
 KV6849  STATE/COUNTY-  NJ/ESSEX
 KV6849  USGS QUAD   -  ORANGE (1981)
 KV6849
 KV6849                         *CURRENT SURVEY CONTROL
 KV6849  ___________________________________________________________________
 KV6849* NAD 83(1996)-  40 45 20.58983(N)    074 12 35.01753(W)     ADJUSTED  
 KV6849* NAVD 88     -        51.6    (meters)     169.     (feet)  GPS OBS   
 KV6849  ___________________________________________________________________
 KV6849  X           -   1,316,599.265 (meters)                     COMP
 KV6849  Y           -  -4,655,779.932 (meters)                     COMP
 KV6849  Z           -   4,141,924.300 (meters)                     COMP
 KV6849  LAPLACE CORR-           5.25  (seconds)                    DEFLEC99
 KV6849  ELLIP HEIGHT-          19.21  (meters)          (10/23/02) GPS OBS
 KV6849  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV6849
 KV6849  HORZ ORDER  -  FIRST
 KV6849  ELLP ORDER  -  FOURTH    CLASS I
 KV6849
 KV6849.The horizontal coordinates were established by GPS observations
 KV6849.and adjusted by the National Geodetic Survey in May 1999..
 KV6849
 KV6849.The orthometric height was determined by GPS observations and a
 KV6849.high-resolution geoid model.
 KV6849
 KV6849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6849
 KV6849.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6849
 KV6849.The ellipsoidal height was determined by GPS observations
 KV6849.and is referenced to NAD 83.
 KV6849
 KV6849.The geoid height was determined by GEOID03.
 KV6849
 KV6849;                    North         East     Units Scale Factor Converg.
 KV6849;SPC NJ       -   213,463.070   174,509.673   MT  0.99990739   +0 11 22.2
 KV6849;SPC NJ       -   700,336.76    572,537.15   sFT  0.99990739   +0 11 22.2
 KV6849;UTM  18      - 4,511,940.520   566,708.255   MT  0.99965477   +0 30 57.4
 KV6849
 KV6849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6849!SPC NJ       -   0.99999699  x   0.99990739  =   0.99990438
 KV6849!UTM  18      -   0.99999699  x   0.99965477  =   0.99965176
 KV6849
 KV6849|---------------------------------------------------------------------|
 KV6849| PID    Reference Object                     Distance      Geod. Az  |
 KV6849|                                                           dddmmss.s |
 KV6849| KV6850 EAST ORANGE 2                       310.985 METERS 10432     |
 KV6849|---------------------------------------------------------------------|
 KV6849
 KV6849                          SUPERSEDED SURVEY CONTROL
 KV6849
 KV6849  ELLIP H (05/14/99)   19.22   (m)                       GP(       ) 4 1
 KV6849  NAD 83(1996)-  40 45 20.58957(N)    074 12 35.01777(W) AD(       ) 1
 KV6849  NAD 83(1986)-  40 45 20.58784(N)    074 12 35.01973(W) AD(       ) 1
 KV6849
 KV6849.Superseded values are not recommended for survey control.
 KV6849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6849.See file dsdata.txt to determine how the superseded data were derived.
 KV6849
 KV6849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6670811941(NAD 83)
 KV6849_MARKER: DD = SURVEY DISK
 KV6849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6849_SP_SET: CONCRETE POST
 KV6849_STAMPING: E ORANGE 1 1991
 KV6849_MARK LOGO: NJHA  
 KV6849_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6849+STABILITY: SURFACE MOTION
 KV6849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6849+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1992
 KV6849
 KV6849  HISTORY     - Date     Condition        Report By
 KV6849  HISTORY     - 1991     MONUMENTED       NJDT
 KV6849  HISTORY     - 19920423 GOOD             NJGS
 KV6849
 KV6849                          STATION DESCRIPTION
 KV6849
 KV6849'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6849'THE STATION IS LOCATED IN THE CITY OF EAST ORANGE ON THE EAST SIDE OF
 KV6849'THE NORTHBOUND LANES OF THE GARDEN STATE PARKWAY, SET FLUSH IN A
 KV6849'GRASS MEDIAN BETWEEN THE ORATON PARKWAY AND THE NORTHBOUND LANES,
 KV6849'JUST NORTHWEST OF THE EXIT RAMP LEADING TO THE EAST ORANGE TOLL PLAZA
 KV6849'AT INTERCHANGE 145 AND SOUTHWEST OF THE BRIDGE CARRYING THE EXIT RAMP
 KV6849'FROM THE SOUTHBOUND LANES OF THE GARDEN STATE PARKWAY TO INTERSTATE
 KV6849'HIGHWAY 280.  THE STATION IS 25.1 M (82.3 FT) SOUTHWEST FROM THE
 KV6849'SOUTH FACE OF THE EAST PIER OF THE INTERSTATE HIGHWAY 280 RAMP
 KV6849'OVERPASS, 13.4 M (44.0 FT) NORTHWEST FROM THE CENTER OF A GATE IN AN
 KV6849'8 FT (2.4 M) HIGH CHAIN LINK FENCE ON THE WEST SIDE OF ORATON
 KV6849'PARKWAY, 8.2 M (26.9 FT) SOUTH FROM AN INLET IN THE GRASS MEDIAN AND
 KV6849'8.4 M (27.6 FT) SOUTHEAST FROM THE FACE OF GUIDERAIL ALONG THE EAST
 KV6849'SHOULDER OF THE NORTHBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6850 ***********************************************************************
 KV6850  DESIGNATION -  EAST ORANGE 2
 KV6850  PID         -  KV6850
 KV6850  STATE/COUNTY-  NJ/ESSEX
 KV6850  USGS QUAD   -  ORANGE (1981)
 KV6850
 KV6850                         *CURRENT SURVEY CONTROL
 KV6850  ___________________________________________________________________
 KV6850* NAD 83(1996)-  40 45 18.05929(N)    074 12 22.18436(W)     ADJUSTED  
 KV6850* NAVD 88     -        52.7    (meters)     173.     (feet)  GPS OBS   
 KV6850  ___________________________________________________________________
 KV6850  X           -   1,316,903.038 (meters)                     COMP
 KV6850  Y           -  -4,655,747.882 (meters)                     COMP
 KV6850  Z           -   4,141,865.920 (meters)                     COMP
 KV6850  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 KV6850  ELLIP HEIGHT-          20.36  (meters)          (10/23/02) GPS OBS
 KV6850  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV6850
 KV6850  HORZ ORDER  -  FIRST
 KV6850  ELLP ORDER  -  FOURTH    CLASS I
 KV6850
 KV6850.The horizontal coordinates were established by GPS observations
 KV6850.and adjusted by the National Geodetic Survey in May 1999..
 KV6850
 KV6850.The orthometric height was determined by GPS observations and a
 KV6850.high-resolution geoid model.
 KV6850
 KV6850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6850
 KV6850.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6850
 KV6850.The ellipsoidal height was determined by GPS observations
 KV6850.and is referenced to NAD 83.
 KV6850
 KV6850.The geoid height was determined by GEOID03.
 KV6850
 KV6850;                    North         East     Units Scale Factor Converg.
 KV6850;SPC NJ       -   213,386.020   174,810.932   MT  0.99990757   +0 11 30.6
 KV6850;SPC NJ       -   700,083.97    573,525.53   sFT  0.99990757   +0 11 30.6
 KV6850;UTM  18      - 4,511,865.207   567,009.872   MT  0.99965527   +0 31 05.7
 KV6850
 KV6850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6850!SPC NJ       -   0.99999681  x   0.99990757  =   0.99990438
 KV6850!UTM  18      -   0.99999681  x   0.99965527  =   0.99965208
 KV6850
 KV6850|---------------------------------------------------------------------|
 KV6850| PID    Reference Object                     Distance      Geod. Az  |
 KV6850|                                                           dddmmss.s |
 KV6850| KV6849 EAST ORANGE 1                       310.985 METERS 28432     |
 KV6850|---------------------------------------------------------------------|
 KV6850
 KV6850                          SUPERSEDED SURVEY CONTROL
 KV6850
 KV6850  ELLIP H (05/14/99)   20.37   (m)                       GP(       ) 4 1
 KV6850  NAD 83(1996)-  40 45 18.05905(N)    074 12 22.18459(W) AD(       ) 1
 KV6850  NAD 83(1986)-  40 45 18.05719(N)    074 12 22.18668(W) AD(       ) 1
 KV6850
 KV6850.Superseded values are not recommended for survey control.
 KV6850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6850.See file dsdata.txt to determine how the superseded data were derived.
 KV6850
 KV6850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6701011865(NAD 83)
 KV6850_MARKER: DD = SURVEY DISK
 KV6850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6850_SP_SET: CONCRETE POST
 KV6850_STAMPING: E ORANGE 2 1991
 KV6850_MARK LOGO: NJHA  
 KV6850_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6850+STABILITY: SURFACE MOTION
 KV6850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6850+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 KV6850
 KV6850  HISTORY     - Date     Condition        Report By
 KV6850  HISTORY     - 1991     MONUMENTED       NJDT
 KV6850  HISTORY     - 19920423 GOOD             NJGS
 KV6850  HISTORY     - 20020708 GOOD             INDIV
 KV6850
 KV6850                          STATION DESCRIPTION
 KV6850
 KV6850'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6850'THE STATION IS LOCATED IN THE CITY OF EAST ORANGE, SET FLUSH WITH THE
 KV6850'GROUND ON THE TOP OF A LARGE TRIANGULAR SHAPED GRASSY KNOLL, JUST
 KV6850'EAST OF THE EAST ORANGE TOLL PLAZA AT INTERCHANGE 145, ON THE EAST
 KV6850'SIDE OF THE NORTHBOUND LANES AT MILEPOINT 147.0.  THE STATION IS 17.0
 KV6850'M (55.8 FT) NORTH NORTHEAST FROM THE CENTERLINE OF THE EXIT RAMP
 KV6850'LEADING FROM THE TOLL PLAZA TO GROVE STREET AND 30.1 M (98.8 FT)
 KV6850'NORTHWEST FROM THE NORTHWEST POST OF AN OVERHEAD SIGN BRIDGE WITH
 KV6850'SIGNS FOR MAIN STREET, PARK AVENUE AND CENTRAL AVENUE.
 KV6850
 KV6850                          STATION RECOVERY (2002)
 KV6850
 KV6850'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FP)
 KV6850'FOUND AS DESCRIBED BY MACDEL ENGINEERING, P.C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3072 ***********************************************************************
 JU3072  DESIGNATION -  EAST PET
 JU3072  PID         -  JU3072
 JU3072  STATE/COUNTY-  NJ/CAMDEN
 JU3072  USGS QUAD   -  CAMDEN (1995)
 JU3072
 JU3072                         *CURRENT SURVEY CONTROL
 JU3072  ___________________________________________________________________
 JU3072* NAD 83(1996)-  39 58 17.91399(N)    075 05 37.78421(W)     ADJUSTED  
 JU3072* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3072  ___________________________________________________________________
 JU3072  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 JU3072  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JU3072
 JU3072  HORZ ORDER  -  THIRD
 JU3072
 JU3072.The horizontal coordinates were established by classical geodetic methods
 JU3072.and adjusted by the National Geodetic Survey in September 1999..
 JU3072
 JU3072.The orthometric height was scaled from a topographic map.
 JU3072
 JU3072.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3072
 JU3072.The geoid height was determined by GEOID03.
 JU3072
 JU3072;                    North         East     Units Scale Factor Converg.
 JU3072;SPC NJ       -   126,534.967    99,274.598   MT  0.99993167   -0 22 53.4
 JU3072;SPC NJ       -   415,140.14    325,703.41   sFT  0.99993167   -0 22 53.4
 JU3072;SPC PA S     -    74,286.729   826,878.969   MT  0.99999423   +1 43 23.9
 JU3072;SPC PA S     -   243,722.38  2,712,852.08   sFT  0.99999423   +1 43 23.9
 JU3072;UTM  18      - 4,424,614.066   491,987.477   MT  0.99960079   -0 03 37.0
 JU3072
 JU3072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3072!SPC NJ       -   1.00000506  x   0.99993167  =   0.99993672
 JU3072!SPC PA S     -   1.00000506  x   0.99999423  =   0.99999929
 JU3072!UTM  18      -   1.00000506  x   0.99960079  =   0.99960584
 JU3072
 JU3072|---------------------------------------------------------------------|
 JU3072| PID    Reference Object                     Distance      Geod. Az  |
 JU3072|                                                           dddmmss.s |
 JU3072| JU3021 RAIL                                391.855 METERS 10208     |
 JU3072| CB1459 EAST PET RM 1                         6.960 METERS 15642     |
 JU3072| CB1460 EAST PET RM 2                         9.820 METERS 21109     |
 JU3072| JU3070 PETTY IS CREW LEVICK OIL CO TK      387.128 METERS 24237     |
 JU3072| JU3060 PHILADELPHIA WM CRAMP CHIMNEY       APPROX. 1.6 KM 2800703.3 |
 JU3072| JU3071 PHILADELPHIA P AND L LUMBER TK      APPROX. 0.9 KM 3563926.3 |
 JU3072|---------------------------------------------------------------------|
 JU3072
 JU3072                          SUPERSEDED SURVEY CONTROL
 JU3072
 JU3072  NAD 83(1991)-  39 58 17.91183(N)    075 05 37.78651(W) AD(       ) 3
 JU3072  NAD 83(1986)-  39 58 17.90871(N)    075 05 37.79144(W) AD(       ) 3
 JU3072  NAD 27      -  39 58 17.50800(N)    075 05 39.16200(W) AD(       ) 3
 JU3072
 JU3072.Superseded values are not recommended for survey control.
 JU3072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3072.See file dsdata.txt to determine how the superseded data were derived.
 JU3072
 JU3072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9198724614(NAD 83)
 JU3072_MARKER: DS = TRIANGULATION STATION DISK
 JU3072_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU3072_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU3072
 JU3072  HISTORY     - Date     Condition        Report By
 JU3072  HISTORY     - 1925     MONUMENTED       CGS
 JU3072  HISTORY     - 1935     MARK NOT FOUND   CGS
 JU3072  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3072
 JU3072                          STATION DESCRIPTION
 JU3072
 JU3072'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3072'LOCATED ON THE NORTHERN SIDE OF PETTY ISLAND, NEAR THE
 JU3072'EASTERN END.  IT IS ON TOP OF THE SLIGHT EMBANKMENT WHICH RUNS
 JU3072'FOR A SHORT WAY ALONG THE EDGE OF THE ISLAND.  STATION IS 35
 JU3072'FEET FROM THE WOODEN PILING BULKHEAD.  ABOUT 550 METERS FROM
 JU3072'THE EASTERN END OF THE ISLAND, AND ABOUT 285 METERS FROM THE
 JU3072'NE CORNER OF THE CREW LEVICK BUILDING.
 JU3072'
 JU3072'SURFACE AND REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE
 JU3072'DISKS SET IN CONCRETE, IN THE TOP OF A TILE.
 JU3072'
 JU3072'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
 JU3072
 JU3072                          STATION RECOVERY (1935)
 JU3072
 JU3072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 JU3072'STATION PROBABLY UNDAMAGED, HOWEVER IT IS DEEPLY BURIED IN A
 JU3072'SPOIL BANK, AND INSTRUMENTAL MEANS WOULD BE NECESSARY FOR ITS
 JU3072'RECOVERY.
 JU3072
 JU3072                          STATION RECOVERY (1946)
 JU3072
 JU3072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3072'STATION AND REFERENCE MARKS HAVE BEEN COVERED BY HYDRAULIC FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3365 ***********************************************************************
 JU3365  DESIGNATION -  EAST POINT LIGHT
 JU3365  PID         -  JU3365
 JU3365  STATE/COUNTY-  NJ/CUMBERLAND
 JU3365  USGS QUAD   -  PORT NORRIS (1992)
 JU3365
 JU3365                         *CURRENT SURVEY CONTROL
 JU3365  ___________________________________________________________________
 JU3365* NAD 83(1996)-  39 11 45.21575(N)    075 01 38.32333(W)     ADJUSTED  
 JU3365* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3365  ___________________________________________________________________
 JU3365  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 JU3365  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 JU3365
 JU3365  HORZ ORDER  -  THIRD
 JU3365
 JU3365.The horizontal coordinates were established by classical geodetic methods
 JU3365.and adjusted by the National Geodetic Survey in September 1999..
 JU3365
 JU3365.The orthometric height was scaled from a topographic map.
 JU3365
 JU3365.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3365
 JU3365.The geoid height was determined by GEOID03.
 JU3365
 JU3365;                    North         East     Units Scale Factor Converg.
 JU3365;SPC NJ       -    40,378.305   104,451.503   MT  0.99992554   -0 19 59.7
 JU3365;SPC NJ       -   132,474.49    342,687.97   sFT  0.99992554   -0 19 59.7
 JU3365;SPC DE       -   132,825.078   233,635.075   MT  1.00000892   +0 14 45.8
 JU3365;SPC DE       -   435,776.94    766,517.74   sFT  1.00000892   +0 14 45.8
 JU3365;UTM  18      - 4,338,515.791   497,641.538   MT  0.99960007   -0 01 02.1
 JU3365
 JU3365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3365!SPC NJ       -   1.00000533  x   0.99992554  =   0.99993087
 JU3365!SPC DE       -   1.00000533  x   1.00000892  =   1.00001425
 JU3365!UTM  18      -   1.00000533  x   0.99960007  =   0.99960540
 JU3365
 JU3365                          SUPERSEDED SURVEY CONTROL
 JU3365
 JU3365  NAD 83(1991)-  39 11 45.20595(N)    075 01 38.32587(W) AD(       ) 4
 JU3365  NAD 83(1986)-  39 11 45.20109(N)    075 01 38.33111(W) AD(       ) 4
 JU3365  NAD 27      -  39 11 44.78600(N)    075 01 39.67800(W) AD(       ) 3
 JU3365
 JU3365.Superseded values are not recommended for survey control.
 JU3365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3365.See file dsdata.txt to determine how the superseded data were derived.
 JU3365
 JU3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9764238516(NAD 83)
 JU3365_MARKER: 13 = LIGHTHOUSE
 JU3365_MARK LOGO: CGS   
 JU3365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3365+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1983
 JU3365
 JU3365  HISTORY     - Date     Condition        Report By
 JU3365  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3365  HISTORY     - 1946     GOOD             CGS
 JU3365  HISTORY     - 1970     GOOD             NGS
 JU3365  HISTORY     - 19830101 GOOD             NOS
 JU3365
 JU3365                          STATION DESCRIPTION
 JU3365
 JU3365'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3365'LOCATED ON EASTERN SHORE OF DELAWARE BAY AT MOUTH OF MAURICE
 JU3365'RIVER ON EASTERN SHORE.  STATION IS LIGHT DOME ON 2 STORY
 JU3365'LIGHTHOUSE AT EAST POINT.
 JU3365
 JU3365                          STATION RECOVERY (1970)
 JU3365
 JU3365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU3365'STATION RECOVERED IN GOOD CONDITION.  THERE WAS NO PREVIOUS
 JU3365'DESCRIPTION.  THE STATION IS THE OLD ABANDONED LIGHTHOUSE AT
 JU3365'EAST POINT.  IT IS THE OLD ABANDONED OCTAGONAL LIGHT IN THE
 JU3365'CENTER OF A TWO-STORY BRICK BUILDING PAINTED WHITE.
 JU3365
 JU3365                          STATION RECOVERY (1983)
 JU3365
 JU3365'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983
 JU3365'THE STATION IS A NAVIGATION LIGHT LOCATED ON THE EASTERN SHORE OF THE
 JU3365'DELAWARE BAY AT THE MOUTH OF MAURICE RIVER ON THE EASTERN SHORE.
 JU3365'TO REACH STATION PROCEED BY BOAT.
 JU3365'STATION IS THE CENTER OF THE HIGHEST VERTICAL POINT OF A ---E INT W---
 JU3365'6 SEC LIGHT MOUNTED ON AN OLD ABANDON LIGHTHOUSE.  REFER TO THE 1982
 JU3365'LIGHT LIST NO. 2125.60.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4030 ***********************************************************************
 KV4030  DESIGNATION -  EAST RIDGEFIELD BOATHOUSE USE
 KV4030  PID         -  KV4030
 KV4030  STATE/COUNTY-  NJ/BERGEN
 KV4030  USGS QUAD   -  WEEHAWKEN (1995)
 KV4030
 KV4030                         *CURRENT SURVEY CONTROL
 KV4030  ___________________________________________________________________
 KV4030* NAD 83(1996)-  40 51 09.21584(N)    074 01 40.97965(W)     ADJUSTED  
 KV4030* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4030  ___________________________________________________________________
 KV4030  LAPLACE CORR-           7.75  (seconds)                    DEFLEC99
 KV4030  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KV4030
 KV4030  HORZ ORDER  -  THIRD
 KV4030
 KV4030.The horizontal coordinates were established by classical geodetic methods
 KV4030.and adjusted by the National Geodetic Survey in September 1999..
 KV4030
 KV4030.The orthometric height was scaled from a topographic map.
 KV4030
 KV4030.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4030
 KV4030.The geoid height was determined by GEOID03.
 KV4030
 KV4030;                    North         East     Units Scale Factor Converg.
 KV4030;SPC NJ       -   224,282.820   189,792.047   MT  0.99991948   +0 18 31.4
 KV4030;SPC NJ       -   735,834.55    622,676.07   sFT  0.99991948   +0 18 31.4
 KV4030;SPC NY L     -    76,166.417   297,634.777   MT  0.99999490   -0 01 06.0
 KV4030;SPC NY L     -   249,889.32    976,490.10   sFT  0.99999490   -0 01 06.0
 KV4030;UTM  18      - 4,522,844.581   581,924.949   MT  0.99968261   +0 38 08.9
 KV4030
 KV4030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4030!SPC NJ       -   1.00000488  x   0.99991948  =   0.99992436
 KV4030!SPC NY L     -   1.00000488  x   0.99999490  =   0.99999978
 KV4030!UTM  18      -   1.00000488  x   0.99968261  =   0.99968749
 KV4030
 KV4030:                Primary Azimuth Mark                     Grid Az
 KV4030:SPC NJ       -  EAST TOLL                                196 36 59.9
 KV4030:SPC NY L     -  EAST TOLL                                196 56 37.3
 KV4030:UTM  18      -  EAST TOLL                                196 17 22.4
 KV4030
 KV4030|---------------------------------------------------------------------|
 KV4030| PID    Reference Object                     Distance      Geod. Az  |
 KV4030|                                                           dddmmss.s |
 KV4030| KV4005 EAST TOLL                           484.182 METERS 1965531.3 |
 KV4030| KV3970 RED WATER TANK                      APPROX. 0.9 KM 2042235.3 |
 KV4030| KV3993 WEST TOLL                           488.154 METERS 2191842.2 |
 KV4030| KV3988 W RIDGEFIELD BOATHOUSE              134.969 METERS 25851     |
 KV4030| KV4025 RIDGE                               446.872 METERS 3294354.9 |
 KV4030| KV3934 PARK                                472.916 METERS 3501242.3 |
 KV4030|---------------------------------------------------------------------|
 KV4030
 KV4030                          SUPERSEDED SURVEY CONTROL
 KV4030
 KV4030  NAD 83(1996)-  40 51 09.21567(N)    074 01 40.97975(W) AD(       ) 3
 KV4030  NAD 83(1996)-  40 51 09.21443(N)    074 01 40.98117(W) AD(       ) 3
 KV4030  NAD 83(1992)-  40 51 09.21281(N)    074 01 40.98203(W) AD(       ) 3
 KV4030  NAD 83(1986)-  40 51 09.21965(N)    074 01 40.97691(W) AD(       ) 3
 KV4030  NAD 27      -  40 51 08.86000(N)    074 01 42.47900(W) AD(       ) 3
 KV4030
 KV4030.Superseded values are not recommended for survey control.
 KV4030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4030.See file dsdata.txt to determine how the superseded data were derived.
 KV4030
 KV4030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8192522845(NAD 83)
 KV4030_MARKER: N = NAIL
 KV4030_SETTING: 0 = UNSPECIFIED SETTING
 KV4030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4030
 KV4030  HISTORY     - Date     Condition        Report By
 KV4030  HISTORY     - 1914     MONUMENTED       USE
 KV4030  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV4030
 KV4030                          STATION DESCRIPTION
 KV4030
 KV4030'DESCRIBED BY US ENGINEERS 1914 (SF)
 KV4030'STATION IS ON THE E SIDE OF HACKENSACK RIVER, ABOUT 0.3 MILE
 KV4030'ABOVE THE BERGEN TURNPIKE BRIDGE, ON THE UPPER DECK OF THE
 KV4030'RIDGEFIELD PARK BOATHOUSE.  THE STATION IS MARKED BY A COPPER
 KV4030'NAIL DRIVEN IN THE FLOORING IN THE SE CORNER OF SAID UPPER DECK.
 KV4030
 KV4030                          STATION RECOVERY (1932)
 KV4030
 KV4030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4030'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3957 ***********************************************************************
 KV3957  DESIGNATION -  EAST STANDARD USE 1914
 KV3957  PID         -  KV3957
 KV3957  STATE/COUNTY-  NJ/BERGEN
 KV3957  USGS QUAD   -  WEEHAWKEN (1995)
 KV3957
 KV3957                         *CURRENT SURVEY CONTROL
 KV3957  ___________________________________________________________________
 KV3957* NAD 83(1996)-  40 52 06.72190(N)    074 02 06.30274(W)     ADJUSTED  
 KV3957* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV3957  ___________________________________________________________________
 KV3957  LAPLACE CORR-           7.64  (seconds)                    DEFLEC99
 KV3957  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KV3957
 KV3957  HORZ ORDER  -  THIRD
 KV3957
 KV3957.The horizontal coordinates were established by classical geodetic methods
 KV3957.and adjusted by the National Geodetic Survey in September 1999..
 KV3957
 KV3957.The orthometric height was scaled from a topographic map.
 KV3957
 KV3957.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3957
 KV3957.The geoid height was determined by GEOID03.
 KV3957
 KV3957;                    North         East     Units Scale Factor Converg.
 KV3957;SPC NJ       -   226,053.401   189,189.547   MT  0.99991890   +0 18 15.2
 KV3957;SPC NJ       -   741,643.53    620,699.37   sFT  0.99991890   +0 18 15.2
 KV3957;SPC NY L     -    77,940.543   297,042.351   MT  0.99999495   -0 01 22.6
 KV3957;SPC NY L     -   255,709.93    974,546.45   sFT  0.99999495   -0 01 22.6
 KV3957;UTM  18      - 4,524,611.273   581,312.495   MT  0.99968138   +0 37 53.1
 KV3957
 KV3957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3957!SPC NJ       -   1.00000488  x   0.99991890  =   0.99992378
 KV3957!SPC NY L     -   1.00000488  x   0.99999495  =   0.99999983
 KV3957!UTM  18      -   1.00000488  x   0.99968138  =   0.99968626
 KV3957
 KV3957:                Primary Azimuth Mark                     Grid Az
 KV3957:SPC NJ       -  WEST                                     166 56 51.6
 KV3957:SPC NY L     -  WEST                                     167 16 29.4
 KV3957:UTM  18      -  WEST                                     166 37 13.7
 KV3957
 KV3957|---------------------------------------------------------------------|
 KV3957| PID    Reference Object                     Distance      Geod. Az  |
 KV3957|                                                           dddmmss.s |
 KV3957| KV3947 WEST                                APPROX. 0.7 KM 1671506.8 |
 KV3957| KV3945 WEST MANHATTAN                      APPROX. 0.6 KM 1685224.2 |
 KV3957| KV3958 OIL                                 188.625 METERS 26428     |
 KV3957|---------------------------------------------------------------------|
 KV3957
 KV3957                          SUPERSEDED SURVEY CONTROL
 KV3957
 KV3957  NAD 83(1996)-  40 52 06.72175(N)    074 02 06.30285(W) AD(       ) 3
 KV3957  NAD 83(1996)-  40 52 06.72088(N)    074 02 06.30432(W) AD(       ) 3
 KV3957  NAD 83(1992)-  40 52 06.71841(N)    074 02 06.30475(W) AD(       ) 3
 KV3957  NAD 83(1986)-  40 52 06.72795(N)    074 02 06.30161(W) AD(       ) 3
 KV3957  NAD 27      -  40 52 06.36700(N)    074 02 07.80300(W) AD(       ) 3
 KV3957
 KV3957.Superseded values are not recommended for survey control.
 KV3957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3957.See file dsdata.txt to determine how the superseded data were derived.
 KV3957
 KV3957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8131224611(NAD 83)
 KV3957_MARKER: N = NAIL
 KV3957_SETTING: 0 = UNSPECIFIED SETTING
 KV3957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3957
 KV3957  HISTORY     - Date     Condition        Report By
 KV3957  HISTORY     - 1914     MONUMENTED       USE
 KV3957  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV3957
 KV3957                          STATION DESCRIPTION
 KV3957
 KV3957'DESCRIBED BY US ENGINEERS 1914 (SF)
 KV3957'STATION IS ON THE E SIDE OF HACKENSACK RIVER, OPPOSITE THE
 KV3957'STANDARD OIL DOCK, ABOUT ON THE DIVIDING LINE BETWEEN RIDGEFIELD
 KV3957'PARK AND BOGOTA, ON THE SW CORNER OF THE PAPER COMPANYS
 KV3957'DOCK.  THE STATION IS MARKED BY A COPPER NAIL.
 KV3957
 KV3957                          STATION RECOVERY (1932)
 KV3957
 KV3957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3957'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4050 ***********************************************************************
 KV4050  DESIGNATION -  EAST TELEPHONE POLE
 KV4050  PID         -  KV4050
 KV4050  STATE/COUNTY-  NJ/BERGEN
 KV4050  USGS QUAD   -  WEEHAWKEN (1995)
 KV4050
 KV4050                         *CURRENT SURVEY CONTROL
 KV4050  ___________________________________________________________________
 KV4050* NAD 83(1996)-  40 48 21.07268(N)    074 03 37.94172(W)     ADJUSTED  
 KV4050* NAVD 88     -                                                        
 KV4050  ___________________________________________________________________
 KV4050  LAPLACE CORR-           7.02  (seconds)                    DEFLEC99
 KV4050  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 KV4050
 KV4050  HORZ ORDER  -  THIRD
 KV4050
 KV4050.The horizontal coordinates were established by classical geodetic methods
 KV4050.and adjusted by the National Geodetic Survey in September 1999..
 KV4050
 KV4050
 KV4050.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4050
 KV4050.The geoid height was determined by GEOID03.
 KV4050
 KV4050;                    North         East     Units Scale Factor Converg.
 KV4050;SPC NJ       -   219,082.286   187,078.727   MT  0.99991692   +0 17 13.9
 KV4050;SPC NJ       -   718,772.47    613,774.12   sFT  0.99991692   +0 17 13.9
 KV4050;SPC NY L     -    70,981.052   294,891.618   MT  0.99999520   -0 02 22.6
 KV4050;SPC NY L     -   232,877.00    967,490.25   sFT  0.99999520   -0 02 22.6
 KV4050;UTM  18      - 4,517,629.892   579,241.987   MT  0.99967729   +0 36 50.3
 KV4050
 KV4050                          SUPERSEDED SURVEY CONTROL
 KV4050
 KV4050  NAD 83(1996)-  40 48 21.07258(N)    074 03 37.94181(W) AD(       ) 4
 KV4050  NAD 83(1996)-  40 48 21.07157(N)    074 03 37.94321(W) AD(       ) 4
 KV4050  NAD 83(1992)-  40 48 21.07064(N)    074 03 37.94414(W) AD(       ) 4
 KV4050  NAD 83(1986)-  40 48 21.07481(N)    074 03 37.94135(W) AD(       ) 4
 KV4050  NAD 27      -  40 48 20.70900(N)    074 03 39.43400(W) AD(       ) 3
 KV4050
 KV4050.Superseded values are not recommended for survey control.
 KV4050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4050.See file dsdata.txt to determine how the superseded data were derived.
 KV4050
 KV4050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7924217630(NAD 83)
 KV4050_MARKER: 62 = FLAGPOLE
 KV4050
 KV4050  HISTORY     - Date     Condition        Report By
 KV4050  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4050
 KV4050                          STATION DESCRIPTION
 KV4050
 KV4050'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4005 ***********************************************************************
 KV4005  DESIGNATION -  EAST TOLL
 KV4005  PID         -  KV4005
 KV4005  STATE/COUNTY-  NJ/BERGEN
 KV4005  USGS QUAD   -  WEEHAWKEN (1995)
 KV4005
 KV4005                         *CURRENT SURVEY CONTROL
 KV4005  ___________________________________________________________________
 KV4005* NAD 83(1996)-  40 50 54.19970(N)    074 01 46.99722(W)     ADJUSTED  
 KV4005* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4005  ___________________________________________________________________
 KV4005  LAPLACE CORR-           7.74  (seconds)                    DEFLEC99
 KV4005  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV4005
 KV4005  HORZ ORDER  -  THIRD
 KV4005
 KV4005.The horizontal coordinates were established by classical geodetic methods
 KV4005.and adjusted by the National Geodetic Survey in September 1999..
 KV4005
 KV4005.The orthometric height was scaled from a topographic map.
 KV4005
 KV4005.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4005
 KV4005.The geoid height was determined by GEOID03.
 KV4005
 KV4005;                    North         East     Units Scale Factor Converg.
 KV4005;SPC NJ       -   223,818.895   189,653.598   MT  0.99991935   +0 18 27.3
 KV4005;SPC NJ       -   734,312.49    622,221.85   sFT  0.99991935   +0 18 27.3
 KV4005;SPC NY L     -    75,703.255   297,493.672   MT  0.99999490   -0 01 10.0
 KV4005;SPC NY L     -   248,369.76    976,027.16   sFT  0.99999490   -0 01 10.0
 KV4005;UTM  18      - 4,522,379.983   581,789.183   MT  0.99968233   +0 38 04.8
 KV4005
 KV4005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4005!SPC NJ       -   1.00000488  x   0.99991935  =   0.99992423
 KV4005!SPC NY L     -   1.00000488  x   0.99999490  =   0.99999978
 KV4005!UTM  18      -   1.00000488  x   0.99968233  =   0.99968721
 KV4005
 KV4005:                Primary Azimuth Mark                     Grid Az
 KV4005:SPC NJ       -  W RIDGEFIELD BOATHOUSE                   000 48 35.6
 KV4005:SPC NY L     -  W RIDGEFIELD BOATHOUSE                   001 08 12.9
 KV4005:UTM  18      -  W RIDGEFIELD BOATHOUSE                   000 28 58.1
 KV4005
 KV4005|---------------------------------------------------------------------|
 KV4005| PID    Reference Object                     Distance      Geod. Az  |
 KV4005|                                                           dddmmss.s |
 KV4005| KV3988 W RIDGEFIELD BOATHOUSE              437.199 METERS 0010702.9 |
 KV4005| KV4030 EAST RIDGEFIELD BOATHOUSE USE       484.182 METERS 0165527.4 |
 KV4005| KV3933 RIDGEFIELD PARK BELL TOWER          APPROX. 1.0 KM 0263812.3 |
 KV4005| CB5865 EAST TOLL RM 2                                     10935     |
 KV4005| CB5864 EAST TOLL RM 1                                     15251     |
 KV4005| KV3973 HOF                                 APPROX. 0.6 KM 1623746.9 |
 KV4005| KV3968 MEHR                                APPROX. 0.5 KM 1903720.5 |
 KV4005| KV3970 RED WATER TANK                      413.656 METERS 2130621.8 |
 KV4005| KV3993 WEST TOLL                           188.788 METERS 29656     |
 KV4005|---------------------------------------------------------------------|
 KV4005
 KV4005                          SUPERSEDED SURVEY CONTROL
 KV4005
 KV4005  NAD 83(1996)-  40 50 54.19953(N)    074 01 46.99732(W) AD(       ) 3
 KV4005  NAD 83(1996)-  40 50 54.19821(N)    074 01 46.99880(W) AD(       ) 3
 KV4005  NAD 83(1992)-  40 50 54.19681(N)    074 01 46.99958(W) AD(       ) 3
 KV4005  NAD 83(1986)-  40 50 54.20314(N)    074 01 46.99456(W) AD(       ) 3
 KV4005  NAD 27      -  40 50 53.84200(N)    074 01 48.49700(W) AD(       ) 3
 KV4005
 KV4005.Superseded values are not recommended for survey control.
 KV4005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4005.See file dsdata.txt to determine how the superseded data were derived.
 KV4005
 KV4005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8178922380(NAD 83)
 KV4005_MARKER: N = NAIL
 KV4005_SETTING: 0 = UNSPECIFIED SETTING
 KV4005
 KV4005  HISTORY     - Date     Condition        Report By
 KV4005  HISTORY     - 1914     MONUMENTED       CGS
 KV4005  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV4005
 KV4005                          STATION DESCRIPTION
 KV4005
 KV4005'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV4005'STATION IS ON THE E SIDE OF HACKENSACK RIVER, AT THE E END OF
 KV4005'THE BERGEN TOLL BRIDGE AT LITTLE FERRY, ON THE FIRST PLANK OF
 KV4005'THE NORTHERN SIDEWALK OF THE BRIDGE 1.249 METERS (4.10 FEET)
 KV4005'FROM THE TROLLEY RAIL AND 1.255 METERS (4.12 FEET) FROM THE
 KV4005'RAILING POST.  THE STATION, WHICH IS ALSO USED BY U.S. ENGINEERS,
 KV4005'IS MARKED BY A COPPER NAIL SURROUNDED BY 4 WIRE NAILS IN FORM
 KV4005'OF A SQUARE.
 KV4005
 KV4005                          STATION RECOVERY (1932)
 KV4005
 KV4005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4005'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2891 ***********************************************************************
 JU2891  DESIGNATION -  EAST TOWER
 JU2891  PID         -  JU2891
 JU2891  STATE/COUNTY-  NJ/ATLANTIC
 JU2891  USGS QUAD   -  MAYS LANDING (1989)
 JU2891
 JU2891                         *CURRENT SURVEY CONTROL
 JU2891  ___________________________________________________________________
 JU2891* NAD 83(1996)-  39 25 31.02240(N)    074 42 40.36273(W)     ADJUSTED  
 JU2891* NAVD 88     -                                                        
 JU2891  ___________________________________________________________________
 JU2891  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 JU2891  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JU2891
 JU2891  HORZ ORDER  -  THIRD
 JU2891
 JU2891.The horizontal coordinates were established by classical geodetic methods
 JU2891.and adjusted by the National Geodetic Survey in September 1999..
 JU2891
 JU2891
 JU2891.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2891
 JU2891.The geoid height was determined by GEOID03.
 JU2891
 JU2891;                    North         East     Units Scale Factor Converg.
 JU2891;SPC NJ       -    65,731.865   131,815.320   MT  0.99990407   -0 08 02.9
 JU2891;SPC NJ       -   215,655.29    432,464.10   sFT  0.99990407   -0 08 02.9
 JU2891;UTM  18      - 4,364,012.315   524,856.302   MT  0.99960761   +0 11 00.2
 JU2891
 JU2891                          SUPERSEDED SURVEY CONTROL
 JU2891
 JU2891  NAD 83(1986)-  39 25 31.01268(N)    074 42 40.36257(W) AD(       ) 4
 JU2891  NAD 27      -  39 25 30.59500(N)    074 42 41.77800(W) AD(       ) 3
 JU2891
 JU2891.Superseded values are not recommended for survey control.
 JU2891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2891.See file dsdata.txt to determine how the superseded data were derived.
 JU2891
 JU2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2485664012(NAD 83)
 JU2891_MARKER: 55 = TOWER
 JU2891
 JU2891  HISTORY     - Date     Condition        Report By
 JU2891  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU2891  HISTORY     - 1937     GOOD             CGS
 JU2891
 JU2891                          STATION DESCRIPTION
 JU2891
 JU2891'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2891'THE STATION IS A TALL STEEL TOWER ABOUT 110 FEET HIGH THAT
 JU2891'SUPPORTS ELECTRIC CABLES CROSSING THE GREAT EGG HARBOR RIVER.  IT
 JU2891'IS ON A HIGH BLUFF ON A POINT ON THE E SIDE OF THE RIVER, ON THE
 JU2891'SOUTHERN SHORE OF GRAVELLY RUN, 1.6 NAUTICAL MILES SSE OF THE
 JU2891'STEEL BULKHEAD AT MAYS LANDING, AND 10 METERS E OF THE HIGH
 JU2891'WATER LINE.  THE STATION IS NOT MARKED.  IT CAN NOT BE SEEN FROM
 JU2891'THE GROUND AT MAYS LANDING.  IT WAS REACHED BY BOAT BY THIS
 JU2891'PARTY.  IT CAN ALSO BE REACHED BY ROAD.  FROM THE GROUND AT
 JU2891'THIS STATION, TRIANGULATION STATIONS WEST WATER TANK, 1935,
 JU2891'EAST WATER TANK, 1935 AND WEST TOWER, 1935 CAN BE SEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0123 ***********************************************************************
 KV0123  DESIGNATION -  EAST USE=38.885 DLWRR
 KV0123  PID         -  KV0123
 KV0123  STATE/COUNTY-  NJ/BERGEN
 KV0123  USGS QUAD   -  ORANGE (1981)
 KV0123
 KV0123                         *CURRENT SURVEY CONTROL
 KV0123  ___________________________________________________________________
 KV0123* NAD 83(1986)-  40 49 12.     (N)    074 07 35.     (W)     SCALED    
 KV0123* NAVD 88     -        11.611  (meters)      38.09   (feet)  ADJUSTED  
 KV0123  ___________________________________________________________________
 KV0123  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV0123  DYNAMIC HT  -          11.607 (meters)      38.08  (feet)  COMP
 KV0123  MODELED GRAV-     980,224.2   (mgal)                       NAVD 88
 KV0123
 KV0123  VERT ORDER  -  FIRST     CLASS II
 KV0123
 KV0123.The horizontal coordinates were scaled from a topographic map and have
 KV0123.an estimated accuracy of +/- 6 seconds.
 KV0123
 KV0123.The orthometric height was determined by differential leveling
 KV0123.and adjusted by the National Geodetic Survey in June 1991..
 KV0123
 KV0123.The geoid height was determined by GEOID03.
 KV0123
 KV0123.The dynamic height is computed by dividing the NAVD 88
 KV0123.geopotential number by the normal gravity value computed on the
 KV0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0123.degrees latitude (g = 980.6199 gals.).
 KV0123
 KV0123.The modeled gravity was interpolated from observed gravity values.
 KV0123
 KV0123;                    North         East    Units  Estimated Accuracy
 KV0123;SPC NJ       -   220,630.      181,520.      MT  (+/- 180 meters Scaled)
 KV0123
 KV0123                          SUPERSEDED SURVEY CONTROL
 KV0123
 KV0123  NGVD 29 (??/??/??)   11.930  (m)           39.14   (f) ADJUSTED    1 2
 KV0123
 KV0123.Superseded values are not recommended for survey control.
 KV0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0123.See file dsdata.txt to determine how the superseded data were derived.
 KV0123
 KV0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL736191(NAD 83)
 KV0123_MARKER: Z = SEE DESCRIPTION
 KV0123_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0123_SP_SET: ABUTMENT
 KV0123_STAMPING: USEDHL STA
 KV0123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0123
 KV0123  HISTORY     - Date     Condition        Report By
 KV0123  HISTORY     - 1933     MONUMENTED       DOD
 KV0123  HISTORY     - 1934     GOOD             CGS
 KV0123  HISTORY     - 20040310 GOOD             INDIV
 KV0123
 KV0123                          STATION DESCRIPTION
 KV0123
 KV0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0123'AT LYNDHURST.
 KV0123'AT LYNDHURST, BERGEN COUNTY, 0.2 MILE WEST ALONG THE DELAWARE,
 KV0123'LACKAWANNA AND WESTERN RAILROAD FROM THE STATION, AT THE
 KV0123'EAST END OF THE BRIDGE OVER PASSAIC RIVER, IN THE TOP OF THE
 KV0123'NORTH CAP-STONE OF THE EAST ABUTMENT, AND ABOUT 8.5 FEET NORTH
 KV0123'OF THE CENTERLINE OF TRACK 1.  A 1-3/4-INCH ROUND CASTING,
 KV0123'LETTERED U.S.E.D. H.L. STA.  NOTE-- THE DELAWARE, LACKAWANNA AND
 KV0123'WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE
 KV0123'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV0123
 KV0123                          STATION RECOVERY (2004)
 KV0123
 KV0123'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (ASC)
 KV0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4208 ***********************************************************************
 KV4208  DESIGNATION -  EAST WATER TANK NEAR SAN
 KV4208  PID         -  KV4208
 KV4208  STATE/COUNTY-  NJ/ESSEX
 KV4208  USGS QUAD   -  ORANGE (1981)
 KV4208
 KV4208                         *CURRENT SURVEY CONTROL
 KV4208  ___________________________________________________________________
 KV4208* NAD 83(1996)-  40 50 55.97431(N)    074 14 56.49898(W)     ADJUSTED  
 KV4208* NAVD 88     -                                                        
 KV4208  ___________________________________________________________________
 KV4208  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 KV4208  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV4208
 KV4208  HORZ ORDER  -  THIRD
 KV4208
 KV4208.The horizontal coordinates were established by classical geodetic methods
 KV4208.and adjusted by the National Geodetic Survey in September 1999..
 KV4208
 KV4208
 KV4208.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4208
 KV4208.The geoid height was determined by GEOID03.
 KV4208
 KV4208;                    North         East     Units Scale Factor Converg.
 KV4208;SPC NJ       -   223,797.506   171,161.666   MT  0.99990551   +0 09 51.0
 KV4208;SPC NJ       -   734,242.32    561,552.90   sFT  0.99990551   +0 09 51.0
 KV4208;SPC NY L     -    75,787.422   279,000.380   MT  0.99999490   -0 09 46.4
 KV4208;SPC NY L     -   248,645.90    915,353.75   sFT  0.99999490   -0 09 46.4
 KV4208;UTM  18      - 4,522,253.071   563,302.234   MT  0.99964932   +0 29 28.3
 KV4208
 KV4208                          SUPERSEDED SURVEY CONTROL
 KV4208
 KV4208  NAD 83(1996)-  40 50 55.97405(N)    074 14 56.49924(W) AD(       ) 4
 KV4208  NAD 83(1986)-  40 50 55.97210(N)    074 14 56.49781(W) AD(       ) 4
 KV4208  NAD 27      -  40 50 55.62500(N)    074 14 57.96000(W) AD(       ) 3
 KV4208
 KV4208.Superseded values are not recommended for survey control.
 KV4208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4208.See file dsdata.txt to determine how the superseded data were derived.
 KV4208
 KV4208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6330222253(NAD 83)
 KV4208_MARKER: 51 = TANK
 KV4208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4208+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2005
 KV4208
 KV4208  HISTORY     - Date     Condition        Report By
 KV4208  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV4208  HISTORY     - 20010423 MARK NOT FOUND   USPSQD
 KV4208  HISTORY     - 20051125 GOOD             GEOCAC
 KV4208
 KV4208                          STATION DESCRIPTION
 KV4208
 KV4208'DESCRIBED BY US POWER SQUADRON 2001 (JK)
 KV4208'MARK NOT FOUND.
 KV4208
 KV4208                          STATION RECOVERY (2005)
 KV4208
 KV4208'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV4208'THE SANITARIUM WAS DEMOLISHED LONG AGO.  THE WATER TOWERS STILL STAND.
 KV4208' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4334 ***********************************************************************
 KV4334  DESIGNATION -  EASTERN NODULIZING CO CHIMNEY
 KV4334  PID         -  KV4334
 KV4334  STATE/COUNTY-  NJ/HUDSON
 KV4334  USGS QUAD   -  JERSEY CITY (1981)
 KV4334
 KV4334                         *CURRENT SURVEY CONTROL
 KV4334  ___________________________________________________________________
 KV4334* NAD 83(1996)-  40 43 34.46745(N)    074 06 08.73908(W)     ADJUSTED  
 KV4334* NAVD 88     -                                                        
 KV4334  ___________________________________________________________________
 KV4334  LAPLACE CORR-           6.31  (seconds)                    DEFLEC99
 KV4334  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV4334
 KV4334  HORZ ORDER  -  THIRD
 KV4334
 KV4334.The horizontal coordinates were established by classical geodetic methods
 KV4334.and adjusted by the National Geodetic Survey in September 1999..
 KV4334
 KV4334
 KV4334.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4334
 KV4334.The geoid height was determined by GEOID03.
 KV4334
 KV4334;                    North         East     Units Scale Factor Converg.
 KV4334;SPC NJ       -   210,225.341   183,584.533   MT  0.99991388   +0 15 33.8
 KV4334;SPC NJ       -   689,714.31    602,310.26   sFT  0.99991388   +0 15 33.8
 KV4334;SPC NY L     -    62,143.454   291,346.710   MT  0.99999723   -0 04 01.2
 KV4334;SPC NY L     -   203,882.32    955,860.00   sFT  0.99999723   -0 04 01.2
 KV4334;UTM  18      - 4,508,755.322   575,799.154   MT  0.99967072   +0 35 08.3
 KV4334
 KV4334                          SUPERSEDED SURVEY CONTROL
 KV4334
 KV4334  NAD 83(1996)-  40 43 34.46735(N)    074 06 08.73921(W) AD(       ) 4
 KV4334  NAD 83(1996)-  40 43 34.46607(N)    074 06 08.74128(W) AD(       ) 4
 KV4334  NAD 83(1992)-  40 43 34.46570(N)    074 06 08.74182(W) AD(       ) 4
 KV4334  NAD 83(1986)-  40 43 34.46576(N)    074 06 08.74277(W) AD(       ) 4
 KV4334  NAD 27      -  40 43 34.09500(N)    074 06 10.23100(W) AD(       ) 3
 KV4334
 KV4334.Superseded values are not recommended for survey control.
 KV4334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4334.See file dsdata.txt to determine how the superseded data were derived.
 KV4334
 KV4334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7579908755(NAD 83)
 KV4334_MARKER: 85 = CHIMNEY
 KV4334
 KV4334  HISTORY     - Date     Condition        Report By
 KV4334  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4334
 KV4334                          STATION DESCRIPTION
 KV4334
 KV4334'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2887 ***********************************************************************
 JU2887  DESIGNATION -  EASTERNMOST OF TWIN TANKS
 JU2887  PID         -  JU2887
 JU2887  STATE/COUNTY-  NJ/ATLANTIC
 JU2887  USGS QUAD   -  MAYS LANDING (1989)
 JU2887
 JU2887                         *CURRENT SURVEY CONTROL
 JU2887  ___________________________________________________________________
 JU2887* NAD 83(1996)-  39 27 10.49062(N)    074 44 14.33492(W)     ADJUSTED  
 JU2887* NAVD 88     -                                                        
 JU2887  ___________________________________________________________________
 JU2887  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 JU2887  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JU2887
 JU2887  HORZ ORDER  -  THIRD
 JU2887
 JU2887.The horizontal coordinates were established by classical geodetic methods
 JU2887.and adjusted by the National Geodetic Survey in September 1999..
 JU2887
 JU2887
 JU2887.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2887
 JU2887.The geoid height was determined by GEOID03.
 JU2887
 JU2887;                    North         East     Units Scale Factor Converg.
 JU2887;SPC NJ       -    68,804.746   129,575.969   MT  0.99990513   -0 09 02.9
 JU2887;SPC NJ       -   225,736.90    425,117.16   sFT  0.99990513   -0 09 02.9
 JU2887;UTM  18      - 4,367,071.824   522,600.622   MT  0.99960629   +0 10 00.9
 JU2887
 JU2887                          SUPERSEDED SURVEY CONTROL
 JU2887
 JU2887  NAD 83(1986)-  39 27 10.48168(N)    074 44 14.33617(W) AD(       ) 4
 JU2887  NAD 27      -  39 27 10.06300(N)    074 44 15.74500(W) AD(       ) 3
 JU2887
 JU2887.Superseded values are not recommended for survey control.
 JU2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2887.See file dsdata.txt to determine how the superseded data were derived.
 JU2887
 JU2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2260167072(NAD 83)
 JU2887_MARKER: 51 = TANK
 JU2887
 JU2887  HISTORY     - Date     Condition        Report By
 JU2887  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU2887
 JU2887                          STATION DESCRIPTION
 JU2887
 JU2887'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU3878 ***********************************************************************
 KU3878  DESIGNATION -  EASTMAN
 KU3878  PID         -  KU3878
 KU3878  STATE/COUNTY-  NJ/BERGEN
 KU3878  USGS QUAD   -  CENTRAL PARK (1979)
 KU3878
 KU3878                         *CURRENT SURVEY CONTROL
 KU3878  ___________________________________________________________________
 KU3878* NAD 83(1996)-  40 51 18.01212(N)    073 58 45.76327(W)     ADJUSTED  
 KU3878* NAVD 88     -       112.3    (meters)     368.     (feet)  GPS OBS   
 KU3878  ___________________________________________________________________
 KU3878  X           -   1,333,330.735 (meters)                     COMP
 KU3878  Y           -  -4,643,568.587 (meters)                     COMP
 KU3878  Z           -   4,150,310.122 (meters)                     COMP
 KU3878  LAPLACE CORR-           7.31  (seconds)                    DEFLEC99
 KU3878  ELLIP HEIGHT-          80.70  (meters)          (10/23/02) GPS OBS
 KU3878  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 KU3878
 KU3878  HORZ ORDER  -  FIRST
 KU3878  ELLP ORDER  -  FOURTH    CLASS I
 KU3878
 KU3878.The horizontal coordinates were established by GPS observations
 KU3878.and adjusted by the National Geodetic Survey in May 1999..
 KU3878
 KU3878.The orthometric height was determined by GPS observations and a
 KU3878.high-resolution geoid model.
 KU3878
 KU3878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU3878
 KU3878.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3878
 KU3878.The ellipsoidal height was determined by GPS observations
 KU3878.and is referenced to NAD 83.
 KU3878
 KU3878.The geoid height was determined by GEOID03.
 KU3878
 KU3878;                    North         East     Units Scale Factor Converg.
 KU3878;SPC NJ       -   224,577.389   193,894.120   MT  0.99992371   +0 20 26.0
 KU3878;SPC NJ       -   736,800.98    636,134.29   sFT  0.99992371   +0 20 26.0
 KU3878;SPC NY E     -   224,577.389   193,894.120   MT  0.99992371   +0 20 26.0
 KU3878;SPC NY E     -   736,800.98    636,134.29   sFT  0.99992371   +0 20 26.0
 KU3878;SPC NY L     -    76,437.585   301,738.766   MT  0.99999490   +0 00 48.6
 KU3878;SPC NY L     -   250,778.98    989,954.60   sFT  0.99999490   +0 00 48.6
 KU3878;UTM  18      - 4,523,162.489   586,024.311   MT  0.99969108   +0 40 03.6
 KU3878
 KU3878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3878!SPC NJ       -   0.99998734  x   0.99992371  =   0.99991105
 KU3878!SPC NY E     -   0.99998734  x   0.99992371  =   0.99991105
 KU3878!SPC NY L     -   0.99998734  x   0.99999490  =   0.99998224
 KU3878!UTM  18      -   0.99998734  x   0.99969108  =   0.99967843
 KU3878
 KU3878:                Primary Azimuth Mark                     Grid Az
 KU3878:SPC NJ       -  ALPINE TELEVISION TOWER                  021 47 36.1
 KU3878:SPC NY E     -  ALPINE TELEVISION TOWER                  021 47 36.1
 KU3878:SPC NY L     -  ALPINE TELEVISION TOWER                  022 07 13.5
 KU3878:UTM  18      -  ALPINE TELEVISION TOWER                  021 27 58.5
 KU3878
 KU3878|---------------------------------------------------------------------|
 KU3878| PID    Reference Object                     Distance      Geod. Az  |
 KU3878|                                                           dddmmss.s |
 KU3878| KU4054 ALPINE TELEVISION TOWER             APPROX.12.7 KM 0220802.1 |
 KU3878| KU4061 STONE A                             APPROX. 9.6 KM 0235729.0 |
 KU3878| KU4017 NEW YORK PREBY HOSP FLAG            APPROX. 3.6 KM 1160812.5 |
 KU3878| KU3877 EASTMAN ECCENTRIC                     1.248 METERS 12439     |
 KU3878| CB6025 EASTMAN RM 1                          7.838 METERS 13753     |
 KU3878| CB6026 EASTMAN RM 2                          5.955 METERS 35515     |
 KU3878|---------------------------------------------------------------------|
 KU3878
 KU3878                          SUPERSEDED SURVEY CONTROL
 KU3878
 KU3878  NAD 83(1996)-  40 51 18.01213(N)    073 58 45.76323(W) AD(       ) 1
 KU3878  NAD 83(1996)-  40 51 18.01150(N)    073 58 45.76427(W) AD(       ) 1
 KU3878  NAD 83(1992)-  40 51 18.00945(N)    073 58 45.76498(W) AD(       ) 1
 KU3878  NAD 83(1986)-  40 51 18.01078(N)    073 58 45.76520(W) AD(       ) 1
 KU3878  NAD 83(1986)-  40 51 18.01529(N)    073 58 45.76235(W) AD(       ) 1
 KU3878  NAD 27      -  40 51 17.65175(N)    073 58 47.26722(W) AD(       ) 1
 KU3878
 KU3878.Superseded values are not recommended for survey control.
 KU3878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3878.See file dsdata.txt to determine how the superseded data were derived.
 KU3878
 KU3878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8602423162(NAD 83)
 KU3878_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU3878_SETTING: 0 = UNSPECIFIED SETTING
 KU3878_STAMPING: EASTMAN
 KU3878_MARK LOGO: CGS   
 KU3878_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KU3878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU3878+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1992
 KU3878
 KU3878  HISTORY     - Date     Condition        Report By
 KU3878  HISTORY     - 1933     MONUMENTED       CGS
 KU3878  HISTORY     - 1933     GOOD             CGS
 KU3878  HISTORY     - 1938     GOOD             CGS
 KU3878  HISTORY     - 19920205 GOOD             NJGS
 KU3878  HISTORY     - 19950814 MARK NOT FOUND   USPSQD
 KU3878
 KU3878                          STATION DESCRIPTION
 KU3878
 KU3878'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JB)
 KU3878'STATION IS ON THE W SIDE OF THE HUDSON RIVER NEAR THE W END OF THE
 KU3878'GEORGE WASHINGTON BRIDGE IN THE TOWN OF FORT LEE, ON THE
 KU3878'LABORATORY OF THE EASTMAN KODAK COMPANY.  STATION IS LOCATED ON
 KU3878'THE SW CORNER OF THE BUILDING ON TOP OF A PENTHOUSE 5 FEET FROM
 KU3878'THE SE EDGE.
 KU3878'
 KU3878'STATION IS MARKED BY A 10-PENNY NAIL HEAD DRIVEN FLUSH WITH THE
 KU3878'TAR AND GRAVEL ROOFING.
 KU3878'
 KU3878'A STANDARD C. AND G.S. TRIANGULATION MARK STAMPED EASTMAN
 KU3878'ECCENTRIC 1933 WAS PLACED IN THE SW CONCRETE COPING NORMAL TO THE
 KU3878'STATION.
 KU3878'
 KU3878'A STANDARD C. AND G.S. REFERENCE MARK STAMPED EASTMAN NO.1 WAS
 KU3878'PLACED IN THE SW CONCRETE COPING.
 KU3878'
 KU3878'A SIMILAR REFERENCE MARK STAMPED EASTMAN NO.2 WAS PLACED IN THE NW
 KU3878'CONCRETE COPING.
 KU3878
 KU3878                          STATION RECOVERY (1933)
 KU3878
 KU3878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 KU3878'RECOVERED IN GOOD CONDITION.
 KU3878
 KU3878                          STATION RECOVERY (1938)
 KU3878
 KU3878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 KU3878'STATION RECOVERED IN GOOD CONDITION.
 KU3878'
 KU3878'STATION IS IN THE W CORNER OF THE ROOF OF THE EASTMAN KODAK
 KU3878'COMPANY, AT FORT LEE, NEW JERSEY.
 KU3878'
 KU3878'STATION MARK IS A 10-PENNY NAIL DRIVEN FLUSH WITH ROOF OF A SMALL
 KU3878'PENTHOUSE 5 FEET FROM THE SW EDGE OF THE BUILDING.
 KU3878'
 KU3878'REFERENCE MARK NO.1 IS A STANDARD BRONZE TABLET SET IN THE COPING
 KU3878'S OF THE STATION AND STAMPED EASTMAN NO.1 1933.
 KU3878'
 KU3878'REFERENCE MARK NO.2 IS A STANDARD BRONZE TABLET SET IN THE COPING
 KU3878'NW OF THE STATION AND STAMPED EASTMAN NO.2 1933.  EASTMAN
 KU3878'ECCENTRIC IS A STANDARD BRONZE TABLET SET IN THE COPING W OF THE
 KU3878'STATION AND STAMPED EASTMAN ECCENTRIC 1933.
 KU3878'
 KU3878'TO REACH FROM THE FORT LEE NATIONAL BANK GO W ON CONCRETE ROAD FOR
 KU3878'0.4 MILE TO CROSS ROAD, TURN LEFT AND GO 0.1 MILE TO T-ROAD RIGHT,
 KU3878'TURN RIGHT AND GO 0.05 MILE TO EASTMAN KODAK COMPANY AND STATION.
 KU3878
 KU3878                          STATION RECOVERY (1992)
 KU3878
 KU3878'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KU3878'THE STATION IS LOCATED IN THE BOROUGH OF FORT LEE ON THE TOP OF THE
 KU3878'SOUTHWEST CORNER OF THE PENTHOUSE ROOF OF THE STAIRWAY LEADING TO THE
 KU3878'ROOF OF THE FORMER LABORATORY OF THE EASTMAN KODAK COMPANY, NOW OWNED
 KU3878'BY THE FORT LEE FILM AND STORAGE COMPANY, 504 JANE STREET, FORT LEE,
 KU3878'NEW JERSEY 07024, A CONSPICUOUS FOUR STORY BRICK AND STUCCO BUILDING
 KU3878'WITH EXPOSED STEEL GIRDERS VISIBLE AT THE FOUR CORNERS OF THE ROOF.
 KU3878'PERMISSION TO OCCUPY THE STATION MUST BE OBTAINED FROM MR. ART W.
 KU3878'WEHRHAHN, MANAGER OF THE FILM AND VIDEO TAPE VAULTS, PHONE  201 944
 KU3878'3793.  TO REACH THE STATION FROM THE INTERSECTION OF GRAND AVENUE,
 KU3878'STATE HIGHWAY 93 AND FORT LEE ROAD IN THE BOROUGH OF LEONIA, GO
 KU3878'SOUTHEAST ON FORT LEE ROAD FOR 1.10 MI (1.77 KM) TO THE JUNCTION WITH
 KU3878'JOHN STREET.  TURN RIGHT AND GO 0.1 MI (0.2 KM) SOUTHWEST ON JOHN
 KU3878'STREET TO THE JUNCTION WITH JANE STREET.  TURN RIGHT AND GO 0.05 MI
 KU3878'(0.08 KM) NORTHWEST ON JANE STREET TO THE FORT LEE FILM AND STORAGE
 KU3878'COMPANY ON THE LEFT, ADJACENT TO THE BOROUGH DEPARTMENT OF PUBLIC
 KU3878'WORKS MUNICIPAL GARAGE.  THE STATION IS A 0.67 FT (0.20 M) DIAMETER
 KU3878'BY 0.082 FT (0.025 M) THICK METAL PLATE WITH A PUNCH HOLE WITHIN
 KU3878'SCRIBED TRIANGLE IN THE CENTER, CEMENTED TO THE PENTHOUSE ROOF.  THE
 KU3878'ORIGINAL STATION, A 10 PENNY NAIL, SET FLUSH IN THE PENTHOUSE ROOF
 KU3878'WAS NOT RECOVERED AND IS CONSIDERED LOST.  THE POSITION WAS
 KU3878'REESTABLISHED USING A MEASURED DISTANCE OF 19.54 FT (5.96 M) FROM
 KU3878'REFERENCE MARK NUMBER 2, LOCATED ON TOP OF THE NORTHWEST COPING WALL,
 KU3878'A MEASURED DISTANCE OF 4.09 FT (1.25 M) FROM STATION EASTMAN
 KU3878'ECCENTRIC 1933, LOCATED ON THE WEST COPING WALL AND A MEASURED
 KU3878'DISTANCE OF 25.72 FT (7.84 M) FROM REFERENCE MARK NUMBER 1, LOCATED
 KU3878'ON THE SOUTHEAST COPING WALL.
 KU3878
 KU3878                          STATION RECOVERY (1995)
 KU3878
 KU3878'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU3878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU3877 ***********************************************************************
 KU3877  DESIGNATION -  EASTMAN ECCENTRIC
 KU3877  PID         -  KU3877
 KU3877  STATE/COUNTY-  NJ/BERGEN
 KU3877  USGS QUAD   -  CENTRAL PARK (1979)
 KU3877
 KU3877                         *CURRENT SURVEY CONTROL
 KU3877  ___________________________________________________________________
 KU3877* NAD 83(1996)-  40 51 17.98912(N)    073 58 45.71944(W)     ADJUSTED  
 KU3877* NAVD 88     -       112.     (meters)     367.     (feet)  SCALED    
 KU3877  ___________________________________________________________________
 KU3877  LAPLACE CORR-           7.31  (seconds)                    DEFLEC99
 KU3877  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 KU3877
 KU3877  HORZ ORDER  -  SECOND
 KU3877
 KU3877.The horizontal coordinates were established by classical geodetic methods
 KU3877.and adjusted by the National Geodetic Survey in September 1999..
 KU3877
 KU3877.The orthometric height was scaled from a topographic map.
 KU3877
 KU3877.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3877
 KU3877.The geoid height was determined by GEOID03.
 KU3877
 KU3877;                    North         East     Units Scale Factor Converg.
 KU3877;SPC NJ       -   224,576.686   193,895.151   MT  0.99992371   +0 20 26.1
 KU3877;SPC NJ       -   736,798.68    636,137.67   sFT  0.99992371   +0 20 26.1
 KU3877;SPC NY L     -    76,436.876   301,739.792   MT  0.99999490   +0 00 48.6
 KU3877;SPC NY L     -   250,776.65    989,957.97   sFT  0.99999490   +0 00 48.6
 KU3877;SPC NY E     -   224,576.686   193,895.151   MT  0.99992371   +0 20 26.1
 KU3877;SPC NY E     -   736,798.68    636,137.67   sFT  0.99992371   +0 20 26.1
 KU3877;UTM  18      - 4,523,161.792   586,025.345   MT  0.99969108   +0 40 03.7
 KU3877
 KU3877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3877!SPC NJ       -   0.99998734  x   0.99992371  =   0.99991105
 KU3877!SPC NY L     -   0.99998734  x   0.99999490  =   0.99998224
 KU3877!SPC NY E     -   0.99998734  x   0.99992371  =   0.99991105
 KU3877!UTM  18      -   0.99998734  x   0.99969108  =   0.99967842
 KU3877
 KU3877                          SUPERSEDED SURVEY CONTROL
 KU3877
 KU3877  NAD 83(1996)-  40 51 17.98913(N)    073 58 45.71939(W) AD(       ) 2
 KU3877  NAD 83(1996)-  40 51 17.98850(N)    073 58 45.72044(W) AD(       ) 2
 KU3877  NAD 83(1992)-  40 51 17.98645(N)    073 58 45.72115(W) AD(       ) 2
 KU3877  NAD 83(1986)-  40 51 17.99229(N)    073 58 45.71852(W) AD(       ) 2
 KU3877  NAD 27      -  40 51 17.62900(N)    073 58 47.22300(W) AD(       ) 2
 KU3877
 KU3877.Superseded values are not recommended for survey control.
 KU3877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3877.See file dsdata.txt to determine how the superseded data were derived.
 KU3877
 KU3877_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8602523162(NAD 83)
 KU3877_MARKER: DS = TRIANGULATION STATION DISK
 KU3877_SETTING: 0 = UNSPECIFIED SETTING
 KU3877_STAMPING: EASTMAN ECCENTRIC 1933
 KU3877_MARK LOGO: CGS   
 KU3877_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU3877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU3877+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1995
 KU3877
 KU3877  HISTORY     - Date     Condition        Report By
 KU3877  HISTORY     - 1933     MONUMENTED       CGS
 KU3877  HISTORY     - 1933     GOOD             CGS
 KU3877  HISTORY     - 19920205 GOOD             NJGS
 KU3877  HISTORY     - 19950316 GOOD             NJGS
 KU3877
 KU3877                          STATION DESCRIPTION
 KU3877
 KU3877'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KU3877'STATION EASTMAN IS ON THE W SIDE OF THE HUDSON RIVER NEAR THE W
 KU3877'END OF THE GEORGE WASHINGTON BRIDGE IN THE TOWN OF FORT LEE, ON
 KU3877'THE LABORATORY OF THE EASTMAN KODAK COMPANY.  STATION IS LOCATED
 KU3877'ON THE SW CORNER OF THE BUILDING ON TOP OF A PENTHOUSE 5 FEET FROM
 KU3877'THE SE EDGE.
 KU3877'
 KU3877'A STANDARD C. AND G.S. TRIANGULATION MARK STAMPED EASTMAN
 KU3877'ECCENTRIC 1933 WAS PLACED IN THE SW CONCRETE COPING NORMAL TO THE
 KU3877'STATION.
 KU3877
 KU3877                          STATION RECOVERY (1933)
 KU3877
 KU3877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 KU3877'RECOVERED IN GOOD CONDITION.
 KU3877
 KU3877                          STATION RECOVERY (1992)
 KU3877
 KU3877'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KU3877'THE STATION IS LOCATED IN THE BOROUGH OF FORT LEE ON THE TOP OF THE
 KU3877'SOUTHWEST CONCRETE COPING OF THE PENTHOUSE FOR THE STAIRWAY LEADING
 KU3877'TO THE ROOF OF THE FORMER LABORATORY OF THE EASTMAN KODAK COMPANY,
 KU3877'NOW OWNED BY THE FORT LEE FILM AND STORAGE COMPANY, 504 JANE STREET,
 KU3877'FORT LEE, NEW JERSEY 07024, A CONSPICUOUS FOUR STORY BRICK AND STUCCO
 KU3877'BUILDING WITH EXPOSED STEEL GIRDERS VISIBLE AT THE FOUR CORNERS OF
 KU3877'THE ROOF.  PERMISSION TO OCCUPY THE STATION MUST BE OBTAINED FROM MR.
 KU3877'ART W. WEHRHAHN, MANAGER OF THE FILM AND VIDEO TAPE VAULTS, PHONE
 KU3877'201 944 3793.  TO REACH THE STATION FROM THE INTERSECTION OF GRAND
 KU3877'AVENUE, STATE HIGHWAY 93 AND FORT LEE ROAD IN THE BOROUGH OF LEONIA,
 KU3877'GO SOUTHEAST ON FORT LEE ROAD FOR 1.10 MI (1.77 KM) TO THE JUNCTION
 KU3877'WITH JOHN STREET.  TURN RIGHT AND GO 0.1 MI (0.2 KM) SOUTHWEST ON
 KU3877'JOHN STREET TO THE JUNCTION WITH JANE STREET.  TURN RIGHT AND GO 0.05
 KU3877'MI (0.08 KM) NORTHWEST ON JANE STREET TO THE FORT LEE FILM AND
 KU3877'STORAGE COMPANY ON THE LEFT, ADJACENT TO THE BOROUGH DEPARTMENT OF
 KU3877'PUBLIC WORKS MUNICIPAL GARAGE.  THE STATION IS 0.5 FT (0.2 M) FROM
 KU3877'THE EDGE OF THE COPING.  REFERENCE MARK NUMBERS 1 AND 2 WERE ALSO
 KU3877'RECOVERED.
 KU3877
 KU3877                          STATION RECOVERY (1995)
 KU3877
 KU3877'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KU3877'THE STATION IS LOCATED IN THE BOROUGH OF FORT LEE ON THE TOP OF THE
 KU3877'SOUTHWEST CONCRETE COPING OF THE PENTHOUSE FOR THE STAIRWAY LEADING TO
 KU3877'THE ROOF OF THE FORMER LABORATORY OF THE EASTMAN KODAK COMPANY, NOW
 KU3877'OWNED BY THE FORT LEE FILM AND STORAGE COMPANY, 504 JANE STREET, FORT
 KU3877'LEE, NEW JERSEY 07024, A CONSPICUOUS FOUR STORY BRICK AND STUCCO
 KU3877'BUILDING WITH EXPOSED STEEL GIRDERS VISIBLE AT THE FOUR CORNERS OF THE
 KU3877'ROOF.  PERMISSION TO OCCUPY THE STATION MUST BE OBTAINED FROM MR.  ART
 KU3877'W.  WEHRHAHN, MANAGER OF THE FILM AND VIDEO TAPE VAULTS, PHONE (201)
 KU3877'944-3793.  TO REACH THE STATION FROM THE INTERSECTION OF GRAND AVENUE,
 KU3877'STATE HIGHWAY 93 AND FORT LEE ROAD IN THE BOROUGH OF LEONIA, GO
 KU3877'SOUTHEAST ON FORT LEE ROAD FOR 1.10 MI (1.77 KM) TO THE JUNCTION WITH
 KU3877'JOHN STREET.  TURN RIGHT AND GO 0.1 MI (0.2 KM) SOUTHWEST ON JOHN
 KU3877'STREET TO THE JUNCTION WITH JANE STREET.  TURN RIGHT AND GO 0.05 MI
 KU3877'(0.08 KM) NORTHWEST ON JANE STREET TO THE FORT LEE FILM AND STORAGE
 KU3877'COMPANY ON THE LEFT, ADJACENT TO THE BOROUGH DEPARTMENT OF PUBLIC
 KU3877'WORKS MUNICIPAL GARAGE.  THE STATION IS 0.5 FT (15.2 CM) FROM THE EDGE
 KU3877'OF THE COPING.  REFERENCE MARK NUMBERS 1 AND 2 WERE ALSO RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5842 ***********************************************************************
 KV5842  DESIGNATION -  EASTON
 KV5842  PID         -  KV5842
 KV5842  STATE/COUNTY-  NJ/MIDDLESEX
 KV5842  USGS QUAD   -  PLAINFIELD (1995)
 KV5842
 KV5842                         *CURRENT SURVEY CONTROL
 KV5842  ___________________________________________________________________
 KV5842* NAD 83(1996)-  40 30 12.06199(N)    074 27 45.83547(W)     ADJUSTED  
 KV5842* NAVD 88     -        16.6    (meters)      54.     (feet)  GPS OBS   
 KV5842  ___________________________________________________________________
 KV5842  X           -   1,300,908.613 (meters)                     COMP
 KV5842  Y           -  -4,679,104.180 (meters)                     COMP
 KV5842  Z           -   4,120,632.179 (meters)                     COMP
 KV5842  LAPLACE CORR-           5.71  (seconds)                    DEFLEC99
 KV5842  ELLIP HEIGHT-         -16.35  (meters)          (10/23/02) GPS OBS
 KV5842  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KV5842
 KV5842  HORZ ORDER  -  FIRST
 KV5842  ELLP ORDER  -  FOURTH    CLASS I
 KV5842
 KV5842.The horizontal coordinates were established by GPS observations
 KV5842.and adjusted by the National Geodetic Survey in May 1999..
 KV5842
 KV5842.The orthometric height was determined by GPS observations and a
 KV5842.high-resolution geoid model.
 KV5842
 KV5842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5842
 KV5842.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5842
 KV5842.The ellipsoidal height was determined by GPS observations
 KV5842.and is referenced to NAD 83.
 KV5842
 KV5842.The geoid height was determined by GEOID03.
 KV5842
 KV5842;                    North         East     Units Scale Factor Converg.
 KV5842;SPC NJ       -   185,401.267   153,158.646   MT  0.99990012   +0 01 27.1
 KV5842;SPC NJ       -   608,270.66    502,487.99   sFT  0.99990012   +0 01 27.1
 KV5842;UTM  18      - 4,483,765.269   545,522.624   MT  0.99962551   +0 20 56.2
 KV5842
 KV5842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5842!SPC NJ       -   1.00000256  x   0.99990012  =   0.99990268
 KV5842!UTM  18      -   1.00000256  x   0.99962551  =   0.99962807
 KV5842
 KV5842                          SUPERSEDED SURVEY CONTROL
 KV5842
 KV5842  ELLIP H (05/14/99)  -16.34   (m)                       GP(       ) 4 1
 KV5842  NAD 83(1996)-  40 30 12.06189(N)    074 27 45.83703(W) AD(       ) 1
 KV5842  NAD 83(1986)-  40 30 12.06309(N)    074 27 45.83790(W) AD(       ) 1
 KV5842  NAD 83(1986)-  40 30 12.06319(N)    074 27 45.83517(W) AD(       ) 1
 KV5842  NGVD 29 (09/27/88)   16.9    (m)           55.     (f) GPS OBS        
 KV5842
 KV5842.Superseded values are not recommended for survey control.
 KV5842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5842.See file dsdata.txt to determine how the superseded data were derived.
 KV5842
 KV5842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4552383765(NAD 83)
 KV5842_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5842_SP_SET: SQUARE CONCRETE MONUMENT
 KV5842_STAMPING: EASTON
 KV5842_MARK LOGO: LOCSUR
 KV5842_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5842+STABILITY: SURFACE MOTION
 KV5842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5842+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 KV5842
 KV5842  HISTORY     - Date     Condition        Report By
 KV5842  HISTORY     - 1985     MONUMENTED       PSEG
 KV5842  HISTORY     - 1985     GOOD             GEOHYD
 KV5842  HISTORY     - 19901130 GOOD             NJGS
 KV5842  HISTORY     - 20020730 GOOD             INDIV
 KV5842  HISTORY     - 20031111 GOOD             MACDEL
 KV5842  HISTORY     - 20060310 GOOD             AASCO
 KV5842
 KV5842                          STATION DESCRIPTION
 KV5842
 KV5842'DESCRIBED BY PUBLIC SERVICE E + G 1985 (AXH)
 KV5842'THE STATION IS LOCATED ON THE SOUTH SIDE OF BUCCLEUCH PARK IN NEW
 KV5842'BRUNSWICK.
 KV5842'OWNERSHIP-- CITY OF NEW BRUNSWICK.
 KV5842'
 KV5842'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE I287 AND
 KV5842'EASTON AVENUE, COUNTY ROUTE 527, GO EAST ON EASTON AVENUE FOR
 KV5842'6,0 KM (3.75 MI) TO THE STATION ON THE LEFT.
 KV5842'
 KV5842'THE STATION IS A STANDARD PSE+G DISK SET IN A CONCRETE POST
 KV5842'FLUSH WITH THE GROUND LOCATED ABOUT 6 METERS (20 FT) NORTH OF
 KV5842'THE SIDELINE OF EASTON AVENUE AND 3.9 METERS (13 FT) NORTH OF
 KV5842'UTILITY POLE NO 60545.
 KV5842'
 KV5842'DESCRIBED BY--GEO/HYDRO.
 KV5842
 KV5842                          STATION RECOVERY (1985)
 KV5842
 KV5842'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1985
 KV5842'RECOVERED IN GOOD CONDITION.
 KV5842
 KV5842                          STATION RECOVERY (1990)
 KV5842
 KV5842'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5842'THE STATION IS LOCATED IN NEW BRUNSWICK, ON THE SOUTHWEST SIDE OF
 KV5842'BUCCLEUCH PARK NEAR EASTON AVENUE, COUNTY ROAD 527.  TO REACH THE
 KV5842'STATION FROM THE AMTRACK TRAIN STATION AT THE JUNCTION OF FRENCH
 KV5842'STREET, STATE ROUTE 27, AND WALL STREET IN NEW BRUNSWICK, PROCEED 1.6
 KV5842'KM (1.00 MI) NORTHWEST ON WALL STREET WHICH TURNS INTO EASTON AVENUE
 KV5842'TO THE STATION ON THE RIGHT.  THE STATION CAN ALSO BE REACHED FROM
 KV5842'THE JUNCTION OF EASTON AVENUE AND INTERSTATE HIGHWAY I287, EXIT 6, IN
 KV5842'BOUND BROOK, BY GOING ABOUT 7.0 KM (4.35 MI) SOUTHEAST ON EASTON
 KV5842'AVENUE TO THE STATION ON THE LEFT.  THE STATION IS 31.4 M (103.0 FT)
 KV5842'WEST OF THE CENTERLINE EXTENDED OF BUCCLEUCH PLACE, 10.4 M (34.1 FT)
 KV5842'NORTH NORTHEAST OF THE CENTERLINE OF EASTON AVENUE, 4.45 M (14.60 FT)
 KV5842'NORTH NORTHEAST OF THE NORTHEAST CURBLINE OF EASTON AVENUE, 10.5 M
 KV5842'(34.4 FT) NORTHEAST OF POLE NUMBER 60545 NBK, 16.1 M (52.8 FT) EAST
 KV5842'OF A 24 INCH OAK TREE, 4.5 M (14.8 FT) SOUTHEAST OF AN EIGHT INCH OAK
 KV5842'TREE, 26.6 M (87.3 FT) WEST OF POLE NUMBER 61334 NBK.  THE STATION IS
 KV5842'OPPOSITE AND ACROSS THE STREET FROM THE FRONT DOOR TO HOUSE NUMBER
 KV5842'280, SET FLUSH WITH THE GROUND.
 KV5842
 KV5842                          STATION RECOVERY (2002)
 KV5842
 KV5842'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (IBB)
 KV5842'RECOVERED IN GOOD CONDITION.
 KV5842
 KV5842                          STATION RECOVERY (2003)
 KV5842
 KV5842'RECOVERY NOTE BY MACDEL ENGINEERING 2003 (RFH)
 KV5842'RECOVERED AS DESCRIBED BY MACDEL ENGINEERING, P.C.
 KV5842
 KV5842                          STATION RECOVERY (2006)
 KV5842
 KV5842'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (JAL)
 KV5842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5040 ***********************************************************************
 KV5040  DESIGNATION -  EATON
 KV5040  PID         -  KV5040
 KV5040  STATE/COUNTY-  NJ/MONMOUTH
 KV5040  USGS QUAD   -  LONG BRANCH (1981)
 KV5040
 KV5040                         *CURRENT SURVEY CONTROL
 KV5040  ___________________________________________________________________
 KV5040* NAD 83(1996)-  40 17 41.83467(N)    074 04 58.00351(W)     ADJUSTED  
 KV5040* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 KV5040  ___________________________________________________________________
 KV5040  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 KV5040  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KV5040
 KV5040  HORZ ORDER  -  FIRST
 KV5040
 KV5040.The horizontal coordinates were established by classical geodetic methods
 KV5040.and adjusted by the National Geodetic Survey in September 1999..
 KV5040
 KV5040.The orthometric height was scaled from a topographic map.
 KV5040
 KV5040.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5040
 KV5040.The geoid height was determined by GEOID03.
 KV5040
 KV5040;                    North         East     Units Scale Factor Converg.
 KV5040;SPC NJ       -   162,345.610   185,470.869   MT  0.99991548   +0 16 11.4
 KV5040;SPC NJ       -   532,628.89    608,499.01   sFT  0.99991548   +0 16 11.4
 KV5040;UTM  18      - 4,460,898.635   577,956.375   MT  0.99967481   +0 35 35.6
 KV5040
 KV5040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5040!SPC NJ       -   1.00000296  x   0.99991548  =   0.99991844
 KV5040!UTM  18      -   1.00000296  x   0.99967481  =   0.99967777
 KV5040
 KV5040:                Primary Azimuth Mark                     Grid Az
 KV5040:SPC NJ       -  EATON AZ MK                              063 39 51.2
 KV5040:UTM  18      -  EATON AZ MK                              063 20 27.0
 KV5040
 KV5040|---------------------------------------------------------------------|
 KV5040| PID    Reference Object                     Distance      Geod. Az  |
 KV5040|                                                           dddmmss.s |
 KV5040| CB5866 EATON AZ MK                                        0635602.6 |
 KV5040| KV5181 OAKHURST US ARMY TOWER              APPROX. 7.1 KM 1504243.7 |
 KV5040| CB5867 EATON RM 1                           40.349 METERS 23709     |
 KV5040| CB5868 EATON RM 2                           37.496 METERS 31611     |
 KV5040|---------------------------------------------------------------------|
 KV5040
 KV5040                          SUPERSEDED SURVEY CONTROL
 KV5040
 KV5040  NAD 83(1986)-  40 17 41.83477(N)    074 04 57.99851(W) AD(       ) 1
 KV5040  NAD 27      -  40 17 41.43400(N)    074 04 59.49200(W) AD(       ) 1
 KV5040
 KV5040.Superseded values are not recommended for survey control.
 KV5040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5040.See file dsdata.txt to determine how the superseded data were derived.
 KV5040
 KV5040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7795660899(NAD 83)
 KV5040_MARKER: DS = TRIANGULATION STATION DISK
 KV5040_SETTING: 0 = UNSPECIFIED SETTING
 KV5040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5040+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2001
 KV5040
 KV5040  HISTORY     - Date     Condition        Report By
 KV5040  HISTORY     - 1944     MONUMENTED       CGS
 KV5040  HISTORY     - 1980     GOOD             NGS
 KV5040  HISTORY     - 19920822 GOOD             USPSQD
 KV5040  HISTORY     - 20010824 GOOD             USPSQD
 KV5040
 KV5040                          STATION DESCRIPTION
 KV5040
 KV5040'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (LGS)
 KV5040'STATION IS LOCATED ABOUT 2.5 MILES SW OF EATONTOWN, ON THE
 KV5040'GROUNDS OF THE EATONTOWN SIGNAL LABORATORY.  IT IS ABOUT 100
 KV5040'YARDS SW OF THE MAIN GUARD GATE AND IS NEAR THE SW CORNER OF A
 KV5040'GRASSY PLOT OF LAND THAT IS ABOUT 80 YARDS SQUARE.  IT IS 153
 KV5040'FEET E OF THE APPROXIMATE CENTER LINE OF A MACADAM ROAD AND 121
 KV5040'FEET N OF THE APPROXIMATE CENTER LINE OF A MACADAM ROAD.  THE
 KV5040'MARK PROJECTS ABOUT 4 INCHES AND IS STAMPED EATON 1944.
 KV5040'
 KV5040'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 KV5040'DISKS SET IN CONCRETE.
 KV5040'
 KV5040'REFERENCE MARK 1 IS 132.38 FEET SW OF THE STATION, 60 FEET N
 KV5040'OF THE APPROXIMATE CENTER LINE OF A MACADAM ROAD, AND 39 FEET E
 KV5040'OF THE CENTER LINE OF A MACADAM ROAD.  IT IS ABOUT 3 FEET HIGHER
 KV5040'IN ELEVATION THAN THE STATION MARK.  IT IS STAMPED EATON NO 1
 KV5040'1944 AND PROJECTS ABOUT 2 INCHES.
 KV5040'
 KV5040'REFERENCE MARK 2 IS 123.02 FEET NW OF THE STATION, ABOUT 40
 KV5040'YARDS E OF AN IGLOO-SHAPED BUILDING (NO. T 2528), 36 FEET FROM
 KV5040'THE APPROXIMATE CENTER LINE OF MACADAM ROAD, AND ABOUT 4 FEET
 KV5040'HIGHER IN ELEVATION THAN THE STATION MARK.  IT IS STAMPED EATON
 KV5040'NO 2 1944 AND PROJECTS ABOUT 4 INCHES.
 KV5040'
 KV5040'AZIMUTH MARK IS NE OF THE STATION, 25 FEET E OF THE APPROXIMATE
 KV5040'CENTER LINE OF HOPE ROAD, 49 FEET N OF POWER-TRANSMISSION LINE
 KV5040'POLE NO. 40218 ETN, AND 20 FEET N OF A LONE 15-INCH HICKORY
 KV5040'TREE.  IT IS STAMPED EATON 1944 AND PROJECTS ABOUT 3 INCHES.
 KV5040'
 KV5040'TO REACH STATION FROM THE BOROUGH CITY HALL IN EATONTOWN, GO
 KV5040'N ON MAIN STREET OR STATE HIGHWAY 35 FOR 0.1 MILE TO RAILROAD
 KV5040'TRACKS, CONTINUE ON N FOR 0.15 MILE TO A TRAFFIC LIGHT, HERE
 KV5040'TURN LEFT AND GO 0.95 MILE TO HOPE ROAD AT JOGGED CROSS ROAD, HERE
 KV5040'TURN LEFT AND GO 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KV5040'CONTINUE S FOR 0.05 MILE, THENCE LEFT FOR 0.15 MILE TO THE MAIN
 KV5040'GUARD GATE OF EATONTOWN SIGNAL LABORATORY, PASS THROUGH
 KV5040'GATE AND GO TO THE SW CORNER OF A GRASSY PLOT OF LAND AND
 KV5040'STATION.
 KV5040'
 KV5040'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 KV5040
 KV5040                          STATION RECOVERY (1980)
 KV5040
 KV5040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GFK)
 KV5040'STATION EATON (1944), R.M. 1 AND R.M. 2 WERE RECOVERED APRIL 23, 1980
 KV5040'BY MY SURVEY PERSONNEL AND ME.  A DILIGENT SEARCH WAS MADE FOR THE
 KV5040'AZIMUTH MARK SINCE IT WAS NECESSARY TO USE SAME IN ACCOMPLISHING
 KV5040'OUR OBJECTIVE AT THE TIME.  THE AZIMUTH MARK HAS APPARENTLY BEEN
 KV5040'DESTROYED DUE TO THE WIDENING OF HOPE ROAD (AZIMUTH MARK WOULD HAVE
 KV5040'BEEN ONLY TWO FEET BEHIND THE PRESENT CURB AND VERY NEAR AND
 KV5040'EXISTING UTILITY POLE.  FOR THIS REASON IT IS BELIEVED TO HAVE
 KV5040'BEEN LOST).
 KV5040'
 KV5040'DESCRIPTION TO LOCATED EATON 1944 IS INCORRECT AND SHOULD BE REVISED
 KV5040'TO READ AS FOLLOWS--
 KV5040'TO REACH STATION FROM THE INTERSECTION OF MAIN STREET (STATE
 KV5040'HIGHWAY ROUTE 35) AND BROAD STREET IN EATONTOWN, GO NORTH ON MAIN
 KV5040'STREET (ROUTE 35) APPROXIMATELY 0.25 MILE TO TRAFFIC LIGHT AND
 KV5040'TINTON AVENUE.  HERE TURN LEFT AND GO 0.95 MILE ON TINTON
 KV5040'AVENUE TO HOPE ROAD AT JOGGED CROSSROAD.  HERE, TURN LEFT AND PROCEED
 KV5040'SOUTH ON HOPE ROAD 0.50 MILE.  TURN RIGHT, PASSING THROUGH STEEL
 KV5040'FENCE GATE WITH GASOLINE SERVICE STATION ON THE RIGHT.  AT
 KV5040'T-INTERSECTION, TURN LEFT (ONTO GUAM LANE) AND FOLLOW THIS ROAD TO
 KV5040'THREE TWO STORY BARRACK BUILDINGS NUMBERED 2532, 2533 AND 2534.
 KV5040'STATION EATON IS IN GRASSY FIELD OPPOSITE BUILDINGS.
 KV5040'
 KV5040'IGLOO SHAPED BUILDING (NO. T-2528) NO LONGER EXISTS IN PLACE AS GIVEN
 KV5040'IN THE 1944 DESCRIPTION.  MACADAM ROADS IN THIS DESCRIPTION STILL
 KV5040'EXIST.
 KV5040'
 KV5040'STATION EATON IS FLUSH WITH THE GROUND AND THE FACE OF THE DISC HAS
 KV5040'BEEN SCARRED FROM GRASS MOWERS BUT SOME OF THE MARKINGS CAN STILL BE
 KV5040'READ.  THE CENTER POINT IN THE DISK IS CLEAR.
 KV5040'
 KV5040'REFERENCE MARK NO. 1 IS IN THE 1944 DESCRIPTION IN THE
 KV5040'GRASSY FIELD.
 KV5040'
 KV5040'REFERENCE MARK NO. 2 IS NEAR THE WEST SIDE OF A SQUARE PAVED AREA, AN
 KV5040'ABANDONED HELICOPTER LANDING PAD.  THIS PAD WAS BUILT AROUND THE
 KV5040'REFERENCE MARK LEAVING IT UNDISTURBED.
 KV5040'
 KV5040'MONUMENT EATON 1944 LIES 162 FEET NORTHWEST OF THE NORTHWEST CORNER
 KV5040'OF BUILDING NO. 2532 ABOVE REFERENCED.  327 FEET NORTHWEST OF THE
 KV5040'NORTHWEST CORNER OF BUILDING NO. 2534 ABOVE REFERENCE AND 241.3
 KV5040'FEET SOUTHEAST OF THE EXACT CENTER OF A BITUMINOUS CONCRETE
 KV5040'HELIPORT PAD WHICH IS MARKED WITH PAINTED WHITE LANDING APPROACH
 KV5040'LINES.  THE CENTER OF THIS PAD IS ABOUT 400 FEET NORTHWEST OF
 KV5040'BUILDING NO. 2532 PREVIOUSLY DESCRIBED.
 KV5040
 KV5040                          STATION RECOVERY (1992)
 KV5040
 KV5040'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5040'RECOVERED IN GOOD CONDITION.
 KV5040
 KV5040                          STATION RECOVERY (2001)
 KV5040
 KV5040'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAL)
 KV5040'RECOVERED AS DESCRIBED. STATION IS FLANKED ON TWO SIDES BY BRONZ DISCS
 KV5040'MARKED DEFENSE MAPPING AGENCY  AHRENS N 1996 AND A SECOND DISC MARKED
 KV5040'AHRENS S 1996.  RM 1 AND RM 2 ALSON RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6984 ***********************************************************************
 KV6984  DESIGNATION -  EATON RESET
 KV6984  PID         -  KV6984
 KV6984  STATE/COUNTY-  NJ/MONMOUTH
 KV6984  USGS QUAD   -  LONG BRANCH (1981)
 KV6984
 KV6984                         *CURRENT SURVEY CONTROL
 KV6984  ___________________________________________________________________
 KV6984* NAD 83(1996)-  40 17 41.83376(N)    074 04 58.00320(W)     ADJUSTED  
 KV6984* NAVD 88     -        15.8    (meters)      52.     (feet)  GPS OBS   
 KV6984  ___________________________________________________________________
 KV6984  X           -   1,336,022.001 (meters)                     COMP
 KV6984  Y           -  -4,684,796.920 (meters)                     COMP
 KV6984  Z           -   4,103,009.139 (meters)                     COMP
 KV6984  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 KV6984  ELLIP HEIGHT-         -16.70  (meters)          (10/23/02) GPS OBS
 KV6984  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KV6984
 KV6984  HORZ ORDER  -  FIRST
 KV6984  ELLP ORDER  -  FOURTH    CLASS I
 KV6984
 KV6984.The horizontal coordinates were established by GPS observations
 KV6984.and adjusted by the National Geodetic Survey in May 1999..
 KV6984
 KV6984.The orthometric height was determined by GPS observations and a
 KV6984.high-resolution geoid model.
 KV6984
 KV6984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6984
 KV6984.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6984
 KV6984.The ellipsoidal height was determined by GPS observations
 KV6984.and is referenced to NAD 83.
 KV6984
 KV6984.The geoid height was determined by GEOID03.
 KV6984
 KV6984;                    North         East     Units Scale Factor Converg.
 KV6984;SPC NJ       -   162,345.582   185,470.876   MT  0.99991548   +0 16 11.4
 KV6984;SPC NJ       -   532,628.80    608,499.03   sFT  0.99991548   +0 16 11.4
 KV6984;UTM  18      - 4,460,898.607   577,956.382   MT  0.99967481   +0 35 35.6
 KV6984
 KV6984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6984!SPC NJ       -   1.00000262  x   0.99991548  =   0.99991810
 KV6984!UTM  18      -   1.00000262  x   0.99967481  =   0.99967743
 KV6984
 KV6984                          SUPERSEDED SURVEY CONTROL
 KV6984
 KV6984  ELLIP H (05/14/99)  -16.71   (m)                       GP(       ) 4 1
 KV6984  NAD 83(1992)-  40 17 41.83336(N)    074 04 58.00423(W) AD(       ) 1
 KV6984  ELLIP H (04/25/94)  -16.74   (m)                       GP(       ) 3 1
 KV6984  NAD 83(1986)-  40 17 41.83458(N)    074 04 58.00615(W) AD(       ) 1
 KV6984
 KV6984.Superseded values are not recommended for survey control.
 KV6984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6984.See file dsdata.txt to determine how the superseded data were derived.
 KV6984
 KV6984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7795660899(NAD 83)
 KV6984_MARKER: DD = SURVEY DISK
 KV6984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6984_SP_SET: CONCRETE POST
 KV6984_STAMPING: EATON 1944 1992
 KV6984_MARK LOGO: NJGS  
 KV6984_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6984+STABILITY: SURFACE MOTION
 KV6984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6984+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2001
 KV6984
 KV6984  HISTORY     - Date     Condition        Report By
 KV6984  HISTORY     - 1992     MONUMENTED       NJGS
 KV6984  HISTORY     - 19930323 GOOD             NJHA
 KV6984  HISTORY     - 19930810 GOOD             NJGS
 KV6984  HISTORY     - 19940707 GOOD             NJGS
 KV6984  HISTORY     - 20010824 GOOD             USPSQD
 KV6984
 KV6984                          STATION DESCRIPTION
 KV6984
 KV6984'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6984'THE STAION IS LOCATED IN SHREWSBURY TOWNSHIP ON THE GROUND OF THE U.S
 KV6984'ARMY BASE AT FORT MONMOUTH.  TO REACH THE STATION FROM THE
 KV6984'INTERSECTION OF STATE HIGHWAY 36 AND HOPE ROAD, GO NORTH ON HOPE ROAD
 KV6984'FOR 0.6 MI (1.0 KM) TO THE TEE INTERSECTION WITH LABORATORY ROAD ON
 KV6984'THE LEFT AT A TRAFFIC LIGHT.  TURN LEFT AND GO WEST ON LABORATORY
 KV6984'ROAD, PASSING THE FORT MONMOUTH POST EXCHANGE ON THE RIGHT, FOR 0.1
 KV6984'MI (0.2 KM) TO THE TEE INTERSECTION WITH GUAM ROAD AHEAD.  TURN LEFT
 KV6984'AND GO SOUTH, THEN WEST ON GUAM ROAD FOR 0.15 MI (0.24 KM) TO THE
 KV6984'STATION ON THE RIGHT, SET FLUSH WITH THE LAWN, JUST PAST THE LAST OF
 KV6984'THREE FRAME BUILDINGS ON THE LEFT.  THE STATION IS 37.46 M
 KV6984'(122.90 FT) SOUTHEAST FROM REFERENCE MARK NUMBER 2, LOCATED IN THE
 KV6984'ASPHALT PAVING OF A HELICOPTER LANDING AREA, 46.0 M (150.9 FT) SOUTH
 KV6984'SOUTHEAST FROM A MANHOLE SET FLUSH WITH THE PAVING IN THE NORTHWEST
 KV6984'CORNER OF THE HELICOPTER LANDING AREA, 19.1 M (62.7 FT) SOUTH
 KV6984'SOUTHEAST FROM THE SOUTHEAST CORNER OF THE HELICOPTER LANDING AREA,
 KV6984'40.4 M (132.5 FT) NORTHEAST FROM REFERENCE MARK NUMBER 1, 43.15 M
 KV6984'(141.57 FT) NORTH NORTHEAST FROM A FIRE HYDRANT PAINTED GREEN ON THE
 KV6984'SOUTH SIDE OF GUAM ROAD, 36.0 M (118.1 FT) NORTH NORTHWEST FROM A
 KV6984'METAL LIGHT POLE ON THE NORTH SIDE OF GUAM ROAD,PAINTED ALTERNATELY
 KV6984'RED AND WHITE AND 36.7 M (120.4 FT) NORTH NORTHEAST FROM THE
 KV6984'CENTERLINE OF GUAM ROAD.
 KV6984
 KV6984                          STATION RECOVERY (1993)
 KV6984
 KV6984'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 KV6984'THE STATION WAS RECOVERED.  IT APPEARS TO BE IN THE SAME PLACE AS
 KV6984'STATION EATON A CGS POINT BUT THE DISK IS A NEW JERSEY GEODETIC DISK
 KV6984'SO THE POINT IS MARKED RESET.
 KV6984
 KV6984                          STATION RECOVERY (1993)
 KV6984
 KV6984'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6984'THE STATION IS LOCATED IN SHREWSBURY TOWNSHIP ON THE GROUND OF THE U.S
 KV6984'ARMY BASE AT FORT MONMOUTH.  TO REACH THE STATION FROM THE
 KV6984'INTERSECTION OF STATE ROUTE 36 AND HOPE ROAD, GO NORTH ON HOPE ROAD
 KV6984'FOR 0.6 MI (1.0 KM) TO THE TEE INTERSECTION WITH LABORATORY ROAD ON
 KV6984'THE LEFT AT A TRAFFIC LIGHT.  TURN LEFT AND GO WEST ON LABORATORY
 KV6984'ROAD, PASSING THE FORT MONMOUTH POST EXCHANGE ON THE RIGHT, FOR 0.1
 KV6984'MI (0.2 KM) TO THE TEE INTERSECTION WITH GUAM ROAD AHEAD.  TURN LEFT
 KV6984'AND GO SOUTH, THEN WEST ON GUAM ROAD FOR 0.15 MI (0.24 KM) TO THE
 KV6984'STATION ON THE RIGHT, SET FLUSH WITH THE LAWN, JUST PAST THE LAST OF
 KV6984'THREE FRAME BUILDINGS ON THE LEFT.  THE STATION IS 37.46 M
 KV6984'(122.90 FT) SOUTHEAST FROM REFERENCE MARK NUMBER 2, LOCATED IN THE
 KV6984'ASPHALT PAVING OF A HELICOPTER LANDING AREA, 46.0 M (150.9 FT) SOUTH
 KV6984'SOUTHEAST FROM A MANHOLE SET FLUSH WITH THE PAVING IN THE NORTHWEST
 KV6984'CORNER OF THE HELICOPTER LANDING AREA, 19.1 M (62.7 FT) SOUTH
 KV6984'SOUTHEAST FROM THE SOUTHEAST CORNER OF THE HELICOPTER LANDING AREA,
 KV6984'40.4 M (132.5 FT) NORTHEAST FROM REFERENCE MARK NUMBER 1, 43.15 M
 KV6984'(141.57 FT) NORTH NORTHEAST FROM A FIRE HYDRANT PAINTED GREEN ON THE
 KV6984'SOUTH SIDE OF GUAM ROAD, 36.0 M (118.1 FT) NORTH NORTHWEST FROM A
 KV6984'METAL LIGHT POLE ON THE NORTH SIDE OF GUAM ROAD, PAINTED ALTERNATELY
 KV6984'RED AND WHITE AND 36.7 M (120.4 FT) NORTH NORTHEAST FROM THE
 KV6984'CENTERLINE OF GUAM ROAD.
 KV6984
 KV6984                          STATION RECOVERY (1994)
 KV6984
 KV6984'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 KV6984'THE STATION IS LOCATED IN SHREWSBURY TOWNSHIP ON THE GROUND OF THE U.S
 KV6984'ARMY BASE AT FORT MONMOUTH.  TO REACH THE STATION FROM THE
 KV6984'INTERSECTION OF STATE ROUTE 36 AND HOPE ROAD, GO NORTH ON HOPE ROAD
 KV6984'FOR 0.6 MI (1.0 KM) TO THE TEE INTERSECTION WITH LABORATORY ROAD ON
 KV6984'THE LEFT AT A TRAFFIC LIGHT.  TURN LEFT AND GO WEST ON LABORATORY
 KV6984'ROAD, PASSING THE FORT MONMOUTH POST EXCHANGE ON THE RIGHT, FOR 0.1 MI
 KV6984'(0.2 KM) TO THE TEE INTERSECTION WITH GUAM ROAD AHEAD.  TURN LEFT AND
 KV6984'GO SOUTH, THEN WEST ON GUAM ROAD FOR 0.15 MI (0.24 KM) TO THE STATION
 KV6984'ON THE RIGHT, SET FLUSH WITH THE LAWN, JUST PAST THE LAST OF THREE
 KV6984'FRAME BUILDINGS ON THE LEFT.  THE STATION IS 37.46 M (122.90 FT)
 KV6984'SOUTHEAST FROM REFERENCE MARK NUMBER 2, LOCATED IN THE ASPHALT PAVING
 KV6984'OF A HELICOPTER LANDING AREA, 46.0 M (150.9 FT) SOUTH SOUTHEAST FROM A
 KV6984'MANHOLE SET FLUSH WITH THE PAVING IN THE NORTHWEST CORNER OF THE
 KV6984'HELICOPTER LANDING AREA, 19.1 M (62.7 FT) SOUTH SOUTHEAST FROM THE
 KV6984'SOUTHEAST CORNER OF THE HELICOPTER LANDING AREA, 40.4 M (132.5 FT)
 KV6984'NORTHEAST FROM REFERENCE MARK NUMBER 1, 43.15 M (141.57 FT) NORTH
 KV6984'NORTHEAST FROM A FIRE HYDRANT PAINTED GREEN ON THE SOUTH SIDE OF GUAM
 KV6984'ROAD, 36.0 M (118.1 FT) NORTH NORTHWEST FROM A METAL LIGHT POLE ON THE
 KV6984'NORTH SIDE OF GUAM ROAD, PAINTED ALTERNATELY RED AND WHITE AND 36.7 M
 KV6984'(120.4 FT) NORTH NORTHEAST FROM THE CENTERLINE OF GUAM ROAD.
 KV6984
 KV6984                          STATION RECOVERY (2001)
 KV6984
 KV6984'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAL)
 KV6984'THIS STATION IS BELEIVED TO BE SAME AS KV5040. DESCRIPTION AND
 KV6984'DIMNENSIONS ARE EXACT POSITION AS KV5040
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU3897 ***********************************************************************
 KU3897  DESIGNATION -  EDGE
 KU3897  PID         -  KU3897
 KU3897  STATE/COUNTY-  NJ/BERGEN
 KU3897  USGS QUAD   -  CENTRAL PARK (1979)
 KU3897
 KU3897                         *CURRENT SURVEY CONTROL
 KU3897  ___________________________________________________________________
 KU3897* NAD 83(1996)-  40 49 48.39936(N)    073 58 21.92702(W)     ADJUSTED  
 KU3897* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 KU3897  ___________________________________________________________________
 KU3897  LAPLACE CORR-           6.11  (seconds)                    DEFLEC99
 KU3897  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 KU3897
 KU3897  HORZ ORDER  -  THIRD
 KU3897
 KU3897.The horizontal coordinates were established by classical geodetic methods
 KU3897.and adjusted by the National Geodetic Survey in September 1999..
 KU3897
 KU3897.The orthometric height was scaled from a topographic map.
 KU3897
 KU3897.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3897
 KU3897.The geoid height was determined by GEOID03.
 KU3897
 KU3897;                    North         East     Units Scale Factor Converg.
 KU3897;SPC NJ       -   221,816.661   194,468.995   MT  0.99992433   +0 20 41.0
 KU3897;SPC NJ       -   727,743.50    638,020.36   sFT  0.99992433   +0 20 41.0
 KU3897;SPC NY L     -    73,673.425   302,297.916   MT  0.99999496   +0 01 04.1
 KU3897;SPC NY L     -   241,710.23    991,789.08   sFT  0.99999496   +0 01 04.1
 KU3897;UTM  18      - 4,520,405.728   586,614.797   MT  0.99969234   +0 40 18.0
 KU3897
 KU3897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3897!SPC NJ       -   1.00000375  x   0.99992433  =   0.99992808
 KU3897!SPC NY L     -   1.00000375  x   0.99999496  =   0.99999871
 KU3897!UTM  18      -   1.00000375  x   0.99969234  =   0.99969609
 KU3897
 KU3897:                Primary Azimuth Mark                     Grid Az
 KU3897:SPC NJ       -  NEW YORK RIVERSIDE DR MANSION            046 26 29.5
 KU3897:SPC NY L     -  NEW YORK RIVERSIDE DR MANSION            046 46 06.4
 KU3897:UTM  18      -  NEW YORK RIVERSIDE DR MANSION            046 06 52.5
 KU3897
 KU3897|---------------------------------------------------------------------|
 KU3897| PID    Reference Object                     Distance      Geod. Az  |
 KU3897|                                                           dddmmss.s |
 KU3897| KU3942 NEW YORK RIVERSIDE DR MANSION       APPROX. 3.7 KM 0464710.5 |
 KU3897| KU3935 NEW YORK PRESB HOSP STACK           APPROX. 2.9 KM 0641039.7 |
 KU3897| KU3973 HIGHBRIDGE 1898                     APPROX. 3.7 KM 0674833.8 |
 KU3897| KU4009 MANHATTAN GRANTS TOMB DOME          APPROX. 2.0 KM 1560707.5 |
 KU3897| KU4022 MANHATTAN RIVERSIDE BAP CH TWR      APPROX. 2.2 KM 1580752.0 |
 KU3897| CB6030 EDGE RM 1                            13.230 METERS 21201     |
 KU3897| CB6031 EDGE RM 2                            14.850 METERS 28810     |
 KU3897|---------------------------------------------------------------------|
 KU3897
 KU3897                          SUPERSEDED SURVEY CONTROL
 KU3897
 KU3897  NAD 83(1996)-  40 49 48.39935(N)    073 58 21.92702(W) AD(       ) 3
 KU3897  NAD 83(1996)-  40 49 48.39929(N)    073 58 21.92796(W) AD(       ) 3
 KU3897  NAD 83(1992)-  40 49 48.39770(N)    073 58 21.92836(W) AD(       ) 3
 KU3897  NAD 83(1986)-  40 49 48.40303(N)    073 58 21.92664(W) AD(       ) 3
 KU3897  NAD 27      -  40 49 48.03800(N)    073 58 23.43100(W) AD(       ) 3
 KU3897
 KU3897.Superseded values are not recommended for survey control.
 KU3897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3897.See file dsdata.txt to determine how the superseded data were derived.
 KU3897
 KU3897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8661520406(NAD 83)
 KU3897_MARKER: DS = TRIANGULATION STATION DISK
 KU3897_SETTING: 0 = UNSPECIFIED SETTING
 KU3897
 KU3897  HISTORY     - Date     Condition        Report By
 KU3897  HISTORY     - 1930     MONUMENTED       CGS
 KU3897  HISTORY     - 1932     GOOD             CGS
 KU3897  HISTORY     - 1977     GOOD             NGS
 KU3897  HISTORY     - 20051015 MARK NOT FOUND   GEOCAC
 KU3897
 KU3897                          STATION DESCRIPTION
 KU3897
 KU3897'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 KU3897'A STANDARD DISK CEMENTED IN A DRILL HOLE IN E CURB OF HUDSON
 KU3897'TERRACE WHERE IT TURNS INTO VALLEY PLACE.
 KU3897'
 KU3897'REFERENCE MARK NO.1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 KU3897'CONCRETE WALK ON S SIDE OF VALLEY PLACE NEAR TOP OF STEPS LEADING
 KU3897'TO STATE HIGHWAY 5.
 KU3897'
 KU3897'REFERENCE MARK NO.2 IS SAME AS NO.1 BUT IN N WALK OF VALLEY PLACE.
 KU3897'IT IS 1.4 METERS N OF A FIRE HYDRANT.
 KU3897'
 KU3897'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.4 METERS.
 KU3897
 KU3897                          STATION RECOVERY (1932)
 KU3897
 KU3897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3897'STATION RECOVERED IN GOOD CONDITION.
 KU3897
 KU3897                          STATION RECOVERY (1977)
 KU3897
 KU3897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JWB)
 KU3897'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 KU3897'CONDITION AS DESCRIBED IN BOOK 730 PG. 22.
 KU3897
 KU3897                          STATION RECOVERY (2005)
 KU3897
 KU3897'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KU3897'THE AREA IS VERY EASY TO FIND BY DESCRIPTION AND COORDINATES - IN
 KU3897'EDGEWATER, BERGEN COUNTY, WHERE HUDSON TERRACE TURNS INTO VALLEY
 KU3897'PLACE, AT THE TOP OF THE STAIRS. THE BRICK SIDEWALKS AND CURBING ARE
 KU3897'NEW. THE OLD SIDEWALK APPEARS TO HAVE BEEN DESTROYED.
 KU3897'RM1 - THE SIDEWALK IS NEWER THAN 1930, BUT THE REMNANTS OF THE DISK
 KU3897'POSITIONING ARE STILL THERE. THE DISK IS MISSING.
 KU3897'RM2 - THE OLD FIRE HYDRANT IS STILL THERE, BUT THE ORIGINAL SIDEWALK
 KU3897'HAS BEEN REPLACED BY A NEW BRICK ONE.
 KU3897'THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5763 ***********************************************************************
 KV5763  DESIGNATION -  EDGEWATER CL LOWER USE
 KV5763  PID         -  KV5763
 KV5763  STATE/COUNTY-  NJ/BURLINGTON
 KV5763  USGS QUAD   -  BEVERLY (1973)
 KV5763
 KV5763                         *CURRENT SURVEY CONTROL
 KV5763  ___________________________________________________________________
 KV5763* NAD 83(1996)-  40 04 06.87656(N)    074 55 15.67302(W)     ADJUSTED  
 KV5763* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5763  ___________________________________________________________________
 KV5763  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 KV5763  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV5763
 KV5763  HORZ ORDER  -  THIRD
 KV5763
 KV5763.The horizontal coordinates were established by classical geodetic methods
 KV5763.and adjusted by the National Geodetic Survey in September 1999..
 KV5763
 KV5763.The orthometric height was scaled from a topographic map.
 KV5763
 KV5763.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5763
 KV5763.The geoid height was determined by GEOID03.
 KV5763
 KV5763;                    North         East     Units Scale Factor Converg.
 KV5763;SPC NJ       -   137,213.030   114,086.981   MT  0.99991587   -0 16 15.7
 KV5763;SPC NJ       -   450,173.08    374,300.37   sFT  0.99991587   -0 16 15.7
 KV5763;SPC PA S     -    85,502.545   841,289.940   MT  0.99998161   +1 50 07.5
 KV5763;SPC PA S     -   280,519.60  2,760,132.08   sFT  0.99998161   +1 50 07.5
 KV5763;UTM  18      - 4,435,371.608   506,734.936   MT  0.99960056   +0 03 03.0
 KV5763
 KV5763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5763!SPC NJ       -   1.00000474  x   0.99991587  =   0.99992061
 KV5763!SPC PA S     -   1.00000474  x   0.99998161  =   0.99998635
 KV5763!UTM  18      -   1.00000474  x   0.99960056  =   0.99960530
 KV5763
 KV5763:                Primary Azimuth Mark                     Grid Az
 KV5763:SPC NJ       -  ENTERPRISE RANGE FRONT LIGHT             008 41 50.7
 KV5763:SPC PA S     -  ENTERPRISE RANGE FRONT LIGHT             006 35 27.5
 KV5763:UTM  18      -  ENTERPRISE RANGE FRONT LIGHT             008 22 32.0
 KV5763
 KV5763|---------------------------------------------------------------------|
 KV5763| PID    Reference Object                     Distance      Geod. Az  |
 KV5763|                                                           dddmmss.s |
 KV5763| KV5701 ENTERPRISE RANGE FRONT LIGHT        APPROX. 0.7 KM 0082535.0 |
 KV5763| KV5721 ENTERPRISE RANGE REAR LIGHT         APPROX. 0.9 KM 0201312.8 |
 KV5763| KV5713 FERGUSON 2                          APPROX. 2.0 KM 0805921.5 |
 KV5763| KV5762 EDGEWATER RANGE FRONT LIGHT           7.250 METERS 25746     |
 KV5763| CB5869 EDGEWATER CL LR RM 1                  7.578 METERS 26328     |
 KV5763| KV5749 ANDALUSIA ENTERPRISE MFG TANK       APPROX. 1.6 KM 2735630.9 |
 KV5763| KV5765 BEVERLY RANGE FRONT LIGHT           APPROX. 1.2 KM 2813042.6 |
 KV5763| CB5870 EDGEWATER CL LR RM 2                 20.490 METERS 29156     |
 KV5763|---------------------------------------------------------------------|
 KV5763
 KV5763                          SUPERSEDED SURVEY CONTROL
 KV5763
 KV5763  NAD 83(1986)-  40 04 06.87482(N)    074 55 15.67520(W) AD(       ) 3
 KV5763  NAD 27      -  40 04 06.47500(N)    074 55 17.07200(W) AD(       ) 3
 KV5763
 KV5763.Superseded values are not recommended for survey control.
 KV5763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5763.See file dsdata.txt to determine how the superseded data were derived.
 KV5763
 KV5763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0673535372(NAD 83)
 KV5763_MARKER: Z = SEE DESCRIPTION
 KV5763_SETTING: 0 = UNSPECIFIED SETTING
 KV5763
 KV5763  HISTORY     - Date     Condition        Report By
 KV5763  HISTORY     - 1935     MONUMENTED       USE
 KV5763  HISTORY     - 1947     GOOD             CGS
 KV5763  HISTORY     - 19900615 MARK NOT FOUND   NJGS
 KV5763
 KV5763                          STATION DESCRIPTION
 KV5763
 KV5763'DESCRIBED BY US ENGINEERS 1935 (EBR)
 KV5763'IN BEVERLY, N OF RIVER ROAD BETWEEN LAUREL AND COOPER STREETS,
 KV5763'400 FEET S OF THE SITE OF THE OLD BEVERLY WHARVES, 4.5 FEET
 KV5763'INSHORE FROM SEA WALL, 50.42 FEET NE OF S CURB RIVER ROAD,
 KV5763'23.42 FEET E OF S CORNER, AND 20.37 FEET SE OF E CORNER OF BASE
 KV5763'OF EDGEWATER RANGE FRONT LIGHT.  A STANDARD USED 8-INCH
 KV5763'GALVANIZED TOP MONUMENT.
 KV5763'
 KV5763'REFERENCE MARKS NOS. 1 AND 2 BOTH STANDARD TABLETS.
 KV5763'
 KV5763'REFERENCE MARK NO. 1 IN CONCRETE BASE OF ABOVE LIGHT.
 KV5763'
 KV5763'SUPPLEMENTAL SCHEME STATION.
 KV5763'
 KV5763'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV5763
 KV5763                          STATION RECOVERY (1947)
 KV5763
 KV5763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5763'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5763'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGE--
 KV5763'
 KV5763'CHANGE BASE OF EDGEWATER RANGE FRONT LIGHT TO ABANDONED
 KV5763'CONCRETE BASE OF FORMER EDGEWATER RANGE FRONT LIGHT, WHICH IS
 KV5763'LOCATED 65 FEET E OF THE NEW RANGE LIGHT.
 KV5763
 KV5763                          STATION RECOVERY (1990)
 KV5763
 KV5763'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV5763'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV5763'SEARCH BY A ONE MAN PARTY.  CONSIDERABLE IMPROVEMENTS HAVE BEEN MADE
 KV5763'TO AREA SINCE LAST THE RECOVERY.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU3894 ***********************************************************************
 KU3894  DESIGNATION -  EDGEWATER FLAGPOLE ON HILL
 KU3894  PID         -  KU3894
 KU3894  STATE/COUNTY-  NJ/BERGEN
 KU3894  USGS QUAD   -  CENTRAL PARK (1979)
 KU3894
 KU3894                         *CURRENT SURVEY CONTROL
 KU3894  ___________________________________________________________________
 KU3894* NAD 83(1996)-  40 50 03.02525(N)    073 58 23.44928(W)     ADJUSTED  
 KU3894* NAVD 88     -                                                        
 KU3894  ___________________________________________________________________
 KU3894  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 KU3894  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 KU3894
 KU3894  HORZ ORDER  -  THIRD
 KU3894
 KU3894.The horizontal coordinates were established by classical geodetic methods
 KU3894.and adjusted by the National Geodetic Survey in September 1999..
 KU3894
 KU3894
 KU3894.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3894
 KU3894.The geoid height was determined by GEOID03.
 KU3894
 KU3894;                    North         East     Units Scale Factor Converg.
 KU3894;SPC NJ       -   222,267.575   194,430.619   MT  0.99992429   +0 20 40.1
 KU3894;SPC NJ       -   729,222.87    637,894.46   sFT  0.99992429   +0 20 40.1
 KU3894;SPC NY L     -    74,124.583   302,262.110   MT  0.99999494   +0 01 03.2
 KU3894;SPC NY L     -   243,190.40    991,671.61   sFT  0.99999494   +0 01 03.2
 KU3894;UTM  18      - 4,520,856.311   586,573.857   MT  0.99969225   +0 40 17.2
 KU3894
 KU3894                          SUPERSEDED SURVEY CONTROL
 KU3894
 KU3894  NAD 83(1996)-  40 50 03.02525(N)    073 58 23.44929(W) AD(       ) 4
 KU3894  NAD 83(1996)-  40 50 03.02513(N)    073 58 23.45026(W) AD(       ) 4
 KU3894  NAD 83(1992)-  40 50 03.02356(N)    073 58 23.45067(W) AD(       ) 4
 KU3894  NAD 83(1986)-  40 50 03.02894(N)    073 58 23.44916(W) AD(       ) 4
 KU3894  NAD 27      -  40 50 02.66000(N)    073 58 24.96000(W) AD(       ) 3
 KU3894
 KU3894.Superseded values are not recommended for survey control.
 KU3894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3894.See file dsdata.txt to determine how the superseded data were derived.
 KU3894
 KU3894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8657420856(NAD 83)
 KU3894_MARKER: 62 = FLAGPOLE
 KU3894
 KU3894  HISTORY     - Date     Condition        Report By
 KU3894  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3894
 KU3894                          STATION DESCRIPTION
 KU3894
 KU3894'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU3905 ***********************************************************************
 KU3905  DESIGNATION -  EDGEWATER FORD MOTOR TANK
 KU3905  PID         -  KU3905
 KU3905  STATE/COUNTY-  NJ/BERGEN
 KU3905  USGS QUAD   -  CENTRAL PARK (1979)
 KU3905
 KU3905                         *CURRENT SURVEY CONTROL
 KU3905  ___________________________________________________________________
 KU3905* NAD 83(1996)-  40 48 35.22821(N)    073 59 04.32621(W)     ADJUSTED  
 KU3905* NAVD 88     -                                                        
 KU3905  ___________________________________________________________________
 KU3905  LAPLACE CORR-           6.08  (seconds)                    DEFLEC99
 KU3905  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 KU3905
 KU3905  HORZ ORDER  -  THIRD
 KU3905
 KU3905.The horizontal coordinates were established by classical geodetic methods
 KU3905.and adjusted by the National Geodetic Survey in September 1999..
 KU3905
 KU3905
 KU3905.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3905
 KU3905.The geoid height was determined by GEOID03.
 KU3905
 KU3905;                    North         East     Units Scale Factor Converg.
 KU3905;SPC NJ       -   219,553.828   193,488.915   MT  0.99992327   +0 20 12.8
 KU3905;SPC NJ       -   720,319.52    634,804.88   sFT  0.99992327   +0 20 12.8
 KU3905;SPC NY L     -    71,416.059   301,304.873   MT  0.99999515   +0 00 36.4
 KU3905;SPC NY L     -   234,304.19    988,531.07   sFT  0.99999515   +0 00 36.4
 KU3905;UTM  18      - 4,518,137.868   585,647.867   MT  0.99969029   +0 39 49.3
 KU3905
 KU3905                          SUPERSEDED SURVEY CONTROL
 KU3905
 KU3905  NAD 83(1996)-  40 48 35.22821(N)    073 59 04.32622(W) AD(       ) 4
 KU3905  NAD 83(1996)-  40 48 35.22805(N)    073 59 04.32712(W) AD(       ) 4
 KU3905  NAD 83(1992)-  40 48 35.22677(N)    073 59 04.32752(W) AD(       ) 4
 KU3905  NAD 83(1986)-  40 48 35.23205(N)    073 59 04.32669(W) AD(       ) 4
 KU3905  NAD 27      -  40 48 34.86500(N)    073 59 05.83000(W) AD(       ) 3
 KU3905
 KU3905.Superseded values are not recommended for survey control.
 KU3905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3905.See file dsdata.txt to determine how the superseded data were derived.
 KU3905
 KU3905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8564818138(NAD 83)
 KU3905_MARKER: 53 = ELEVATED TANK
 KU3905
 KU3905  HISTORY     - Date     Condition        Report By
 KU3905  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3905  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 KU3905  HISTORY     - 19950814 MARK NOT FOUND   USPSQD
 KU3905
 KU3905                          STATION DESCRIPTION
 KU3905
 KU3905'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3905'THE SQUAT WATER TANK, JUST W OF THE HUDSON RIVER, IN EDGEWATER, ON
 KU3905'THE PROPERTY OF THE FORD MOTOR CAR COMPANY, RISING ON THE W SIDE
 KU3905'OF THE POWER HOUSE.  IT IS A CONICAL-TOP, ALUMINUM-COLORED, STEEL
 KU3905'TANK SUPPORTED BY A STEEL SPIDER STRUCTURE.
 KU3905'
 KU3905'THE STATION IS THE TANKS BALL APEX, APPROXIMATELY 100 FEET ABOVE
 KU3905'GROUND.
 KU3905
 KU3905                          STATION RECOVERY (1994)
 KU3905
 KU3905'RECOVERY NOTE BY US POWER SQUADRON 1994
 KU3905'MARK NOT FOUND.
 KU3905
 KU3905                          STATION RECOVERY (1995)
 KU3905
 KU3905'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU3905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU3908 ***********************************************************************
 KU3908  DESIGNATION -  EDGEWATER LEVER BROTHERS CHIM
 KU3908  PID         -  KU3908
 KU3908  STATE/COUNTY-  NJ/BERGEN
 KU3908  USGS QUAD   -  CENTRAL PARK (1979)
 KU3908
 KU3908                         *CURRENT SURVEY CONTROL
 KU3908  ___________________________________________________________________
 KU3908* NAD 83(1996)-  40 48 11.18775(N)    073 59 29.91363(W)     ADJUSTED  
 KU3908* NAVD 88     -                                                        
 KU3908  ___________________________________________________________________
 KU3908  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 KU3908  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 KU3908
 KU3908  HORZ ORDER  -  THIRD
 KU3908
 KU3908.The horizontal coordinates were established by classical geodetic methods
 KU3908.and adjusted by the National Geodetic Survey in September 1999..
 KU3908
 KU3908
 KU3908.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3908
 KU3908.The geoid height was determined by GEOID03.
 KU3908
 KU3908;                    North         East     Units Scale Factor Converg.
 KU3908;SPC NJ       -   218,808.814   192,893.555   MT  0.99992264   +0 19 55.9
 KU3908;SPC NJ       -   717,875.25    632,851.61   sFT  0.99992264   +0 19 55.9
 KU3908;SPC NY L     -    70,674.399   300,705.230   MT  0.99999524   +0 00 19.7
 KU3908;SPC NY L     -   231,870.92    986,563.74   sFT  0.99999524   +0 00 19.7
 KU3908;UTM  18      - 4,517,389.644   585,056.903   MT  0.99968905   +0 39 32.3
 KU3908
 KU3908                          SUPERSEDED SURVEY CONTROL
 KU3908
 KU3908  NAD 83(1996)-  40 48 11.18775(N)    073 59 29.91365(W) AD(       ) 4
 KU3908  NAD 83(1996)-  40 48 11.18751(N)    073 59 29.91463(W) AD(       ) 4
 KU3908  NAD 83(1992)-  40 48 11.18628(N)    073 59 29.91504(W) AD(       ) 4
 KU3908  NAD 83(1986)-  40 48 11.19141(N)    073 59 29.91490(W) AD(       ) 4
 KU3908  NAD 27      -  40 48 10.82500(N)    073 59 31.41600(W) AD(       ) 3
 KU3908
 KU3908.Superseded values are not recommended for survey control.
 KU3908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3908.See file dsdata.txt to determine how the superseded data were derived.
 KU3908
 KU3908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8505717390(NAD 83)
 KU3908_MARKER: 85 = CHIMNEY
 KU3908
 KU3908  HISTORY     - Date     Condition        Report By
 KU3908  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3908  HISTORY     - 19940917 GOOD             USPSQD
 KU3908
 KU3908                          STATION DESCRIPTION
 KU3908
 KU3908'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3908'THE CHIMNEY, JUST W OF THE HUDSON RIVER, IN EDGEWATER AT 101 RIVER
 KU3908'ROAD, IN THE PLANT OF THE LEVER BROTHERS COMPANY, SOAP
 KU3908'MANUFACTURERS, RISING FROM THE CENTER OF THE POWER HOUSE.  IT IS
 KU3908'AN ORDINARY TYPE LIGHT, YELLOW BRICK CHIMNEY WITH A PLAIN TOP.
 KU3908'
 KU3908'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 100 FEET ABOVE GROUND.
 KU3908
 KU3908                          STATION RECOVERY (1994)
 KU3908
 KU3908'RECOVERY NOTE BY US POWER SQUADRON 1994
 KU3908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU3901 ***********************************************************************
 KU3901  DESIGNATION -  EDGEWATER NATL SUGAR REFIN CHY
 KU3901  PID         -  KU3901
 KU3901  STATE/COUNTY-  NJ/BERGEN
 KU3901  USGS QUAD   -  CENTRAL PARK (1979)
 KU3901
 KU3901                         *CURRENT SURVEY CONTROL
 KU3901  ___________________________________________________________________
 KU3901* NAD 83(1996)-  40 49 26.06850(N)    073 58 29.93977(W)     ADJUSTED  
 KU3901* NAVD 88     -                                                        
 KU3901  ___________________________________________________________________
 KU3901  LAPLACE CORR-           6.12  (seconds)                    DEFLEC99
 KU3901  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 KU3901
 KU3901  HORZ ORDER  -  THIRD
 KU3901
 KU3901.The horizontal coordinates were established by classical geodetic methods
 KU3901.and adjusted by the National Geodetic Survey in September 1999..
 KU3901
 KU3901
 KU3901.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3901
 KU3901.The geoid height was determined by GEOID03.
 KU3901
 KU3901;                    North         East     Units Scale Factor Converg.
 KU3901;SPC NJ       -   221,126.750   194,285.394   MT  0.99992413   +0 20 35.6
 KU3901;SPC NJ       -   725,480.01    637,418.00   sFT  0.99992413   +0 20 35.6
 KU3901;SPC NY L     -    72,984.524   302,110.368   MT  0.99999500   +0 00 58.9
 KU3901;SPC NY L     -   239,450.06    991,173.77   sFT  0.99999500   +0 00 58.9
 KU3901;UTM  18      - 4,519,714.941   586,435.177   MT  0.99969195   +0 40 12.5
 KU3901
 KU3901                          SUPERSEDED SURVEY CONTROL
 KU3901
 KU3901  NAD 83(1996)-  40 49 26.06849(N)    073 58 29.93978(W) AD(       ) 4
 KU3901  NAD 83(1996)-  40 49 26.06837(N)    073 58 29.94067(W) AD(       ) 4
 KU3901  NAD 83(1992)-  40 49 26.06691(N)    073 58 29.94106(W) AD(       ) 4
 KU3901  NAD 83(1986)-  40 49 26.07212(N)    073 58 29.93970(W) AD(       ) 4
 KU3901  NAD 27      -  40 49 25.70600(N)    073 58 31.44600(W) AD(       ) 3
 KU3901
 KU3901.Superseded values are not recommended for survey control.
 KU3901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3901.See file dsdata.txt to determine how the superseded data were derived.
 KU3901
 KU3901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8643519715(NAD 83)
 KU3901_MARKER: 85 = CHIMNEY
 KU3901
 KU3901  HISTORY     - Date     Condition        Report By
 KU3901  HISTORY     - 1911     FIRST OBSERVED   CGS
 KU3901  HISTORY     - 1930     GOOD             CGS
 KU3901  HISTORY     - 1932     GOOD             CGS
 KU3901  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 KU3901  HISTORY     - 19950814 MARK NOT FOUND   USPSQD
 KU3901
 KU3901                          STATION DESCRIPTION
 KU3901
 KU3901'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 KU3901'FROM INFORMATION AVAILABLE AT PRESENT THE DATE WHEN THE STACK WAS
 KU3901'LOCATED IS NOT KNOWN.  A TALL CONCRETE STACK BELONGING TO THE
 KU3901'NATIONAL SUGAR REFINING COMPANY, WAS BUILT ABOUT 1906 AND PRIOR TO
 KU3901'THAT DATE THERE WAS NO OTHER HIGH CONCRETE STACK IN THE IMMEDIATE
 KU3901'VICINITY (CHIEF ENGINEER OF PLANT).  THE STACK IS W OF BOILER
 KU3901'HOUSE NO. 1, ON THE E SIDE OF RIVER ROAD AND ABOUT 100 METERS N OF
 KU3901'GARDEN PLACE.
 KU3901
 KU3901                          STATION RECOVERY (1932)
 KU3901
 KU3901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3901'RECOVERED IN GOOD CONDITION, NO DESCRIPTION AVAILABLE, RENAMED
 KU3901'CHIMNEY (NATIONAL SUGAR).
 KU3901'
 KU3901'THE CHIMNEY, ON THE W SIDE OF THE HUDSON RIVER, IN EDGEWATER ON
 KU3901'THE E SIDE OF RIVER ROAD, IN THE PLANT OF THE NATIONAL SUGAR
 KU3901'REFINING COMPANY, RISING FROM THE GROUND TO THE W OF A GROUP OF
 KU3901'IRREGULARLY-SHAPED 5-STORY BUILDINGS.  IT IS A ROUND, WHITE,
 KU3901'CONCRETE CHIMNEY.
 KU3901'
 KU3901'THE STATION IS THE CHIMNEY-TOP, APPROXIMATELY 75 FEET ABOVE GROUND.
 KU3901
 KU3901                          STATION RECOVERY (1994)
 KU3901
 KU3901'RECOVERY NOTE BY US POWER SQUADRON 1994
 KU3901'MARK NOT FOUND.
 KU3901
 KU3901                          STATION RECOVERY (1995)
 KU3901
 KU3901'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU3901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU3900 ***********************************************************************
 KU3900  DESIGNATION -  EDGEWATER POWER PLT SLIM STACK
 KU3900  PID         -  KU3900
 KU3900  STATE/COUNTY-  NJ/BERGEN
 KU3900  USGS QUAD   -  CENTRAL PARK (1979)
 KU3900
 KU3900                         *CURRENT SURVEY CONTROL
 KU3900  ___________________________________________________________________
 KU3900* NAD 83(1996)-  40 49 38.88011(N)    073 58 24.87233(W)     ADJUSTED  
 KU3900* NAVD 88     -                                                        
 KU3900  ___________________________________________________________________
 KU3900  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 KU3900  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 KU3900
 KU3900  HORZ ORDER  -  THIRD
 KU3900
 KU3900.The horizontal coordinates were established by classical geodetic methods
 KU3900.and adjusted by the National Geodetic Survey in September 1999..
 KU3900
 KU3900
 KU3900.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3900
 KU3900.The geoid height was determined by GEOID03.
 KU3900
 KU3900;                    North         East     Units Scale Factor Converg.
 KU3900;SPC NJ       -   221,522.630   194,401.755   MT  0.99992426   +0 20 39.0
 KU3900;SPC NJ       -   726,778.83    637,799.76   sFT  0.99992426   +0 20 39.0
 KU3900;SPC NY L     -    73,379.762   302,228.994   MT  0.99999498   +0 01 02.2
 KU3900;SPC NY L     -   240,746.77    991,562.96   sFT  0.99999498   +0 01 02.2
 KU3900;UTM  18      - 4,520,111.386   586,549.250   MT  0.99969220   +0 40 16.0
 KU3900
 KU3900                          SUPERSEDED SURVEY CONTROL
 KU3900
 KU3900  NAD 83(1996)-  40 49 38.88010(N)    073 58 24.87233(W) AD(       ) 4
 KU3900  NAD 83(1996)-  40 49 38.88000(N)    073 58 24.87327(W) AD(       ) 4
 KU3900  NAD 83(1992)-  40 49 38.87852(N)    073 58 24.87368(W) AD(       ) 4
 KU3900  NAD 83(1986)-  40 49 38.88383(N)    073 58 24.87228(W) AD(       ) 4
 KU3900  NAD 27      -  40 49 38.51800(N)    073 58 26.37900(W) AD(       ) 3
 KU3900
 KU3900.Superseded values are not recommended for survey control.
 KU3900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3900.See file dsdata.txt to determine how the superseded data were derived.
 KU3900
 KU3900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8654920111(NAD 83)
 KU3900_MARKER: 63 = STACK
 KU3900
 KU3900  HISTORY     - Date     Condition        Report By
 KU3900  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3900  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 KU3900  HISTORY     - 19950814 MARK NOT FOUND   USPSQD
 KU3900
 KU3900                          STATION DESCRIPTION
 KU3900
 KU3900'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3900'THE SLIM STACK, ON THE W SIDE OF THE HUDSON RIVER, IN EDGEWATER AT
 KU3900'THE NE CORNER OF RIVER ROAD AND DEMPSEY AVENUE, ATOP THE POWER
 KU3900'PLANT OF THE PUBLIC SERVICE CORPORATION OF NEW JERSEY, RISING FROM
 KU3900'THE E END OF THIS RED-BRICK BUILDING.  IT IS AN EXTREMELY SLENDER,
 KU3900'ROUND STEEL STACK.
 KU3900'
 KU3900'THE STATION IS THE STACK-TOP, APPROXIMATELY 150 FEET ABOVE GROUND.
 KU3900
 KU3900                          STATION RECOVERY (1994)
 KU3900
 KU3900'RECOVERY NOTE BY US POWER SQUADRON 1994
 KU3900'MARK NOT FOUND.
 KU3900
 KU3900                          STATION RECOVERY (1995)
 KU3900
 KU3900'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU3900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU3895 ***********************************************************************
 KU3895  DESIGNATION -  EDGEWATER USE 1932
 KU3895  PID         -  KU3895
 KU3895  STATE/COUNTY-  NJ/BERGEN
 KU3895  USGS QUAD   -  CENTRAL PARK (1979)
 KU3895
 KU3895                         *CURRENT SURVEY CONTROL
 KU3895  ___________________________________________________________________
 KU3895* NAD 83(1996)-  40 50 01.82602(N)    073 58 07.20667(W)     ADJUSTED  
 KU3895* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KU3895  ___________________________________________________________________
 KU3895  LAPLACE CORR-           6.04  (seconds)                    DEFLEC99
 KU3895  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 KU3895
 KU3895  HORZ ORDER  -  SECOND
 KU3895
 KU3895.The horizontal coordinates were established by classical geodetic methods
 KU3895.and adjusted by the National Geodetic Survey in September 1999..
 KU3895
 KU3895.The orthometric height was scaled from a topographic map.
 KU3895
 KU3895.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3895
 KU3895.The geoid height was determined by GEOID03.
 KU3895
 KU3895;                    North         East     Units Scale Factor Converg.
 KU3895;SPC NJ       -   222,232.883   194,811.361   MT  0.99992471   +0 20 50.7
 KU3895;SPC NJ       -   729,109.05    639,143.61   sFT  0.99992471   +0 20 50.7
 KU3895;SPC NY L     -    74,087.716   302,642.675   MT  0.99999494   +0 01 13.8
 KU3895;SPC NY L     -   243,069.45    992,920.18   sFT  0.99999494   +0 01 13.8
 KU3895;UTM  18      - 4,520,823.800   586,954.703   MT  0.99969306   +0 40 27.8
 KU3895
 KU3895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3895!SPC NJ       -   1.00000501  x   0.99992471  =   0.99992972
 KU3895!SPC NY L     -   1.00000501  x   0.99999494  =   0.99999995
 KU3895!UTM  18      -   1.00000501  x   0.99969306  =   0.99969807
 KU3895
 KU3895:                Primary Azimuth Mark                     Grid Az
 KU3895:SPC NJ       -  PALISADES                                017 32 00.0
 KU3895:SPC NY L     -  PALISADES                                017 51 36.9
 KU3895:UTM  18      -  PALISADES                                017 12 22.9
 KU3895
 KU3895|---------------------------------------------------------------------|
 KU3895| PID    Reference Object                     Distance      Geod. Az  |
 KU3895|                                                           dddmmss.s |
 KU3895| KU3890 PALISADES                           APPROX. 2.2 KM 0175250.7 |
 KU3895| KU3889 HUDSON RIVER AERO BEACON            APPROX. 2.3 KM 0213800.9 |
 KU3895| KU3926 HUDSON RIVER AERO BEACON            APPROX. 2.6 KM 0450657.8 |
 KU3895| KU3935 NEW YORK PRESB HOSP STACK           APPROX. 2.4 KM 0692733.8 |
 KU3895| KU3968 MANHATTAN NY MOTOR BOAT CLUB        APPROX. 1.4 KM 1123708.4 |
 KU3895| KU3999 MANHATTAN CONSOL GE GASHOLDER       APPROX. 1.8 KM 1515920.2 |
 KU3895| KU4001 MANHATTAN CLAREMONT INN FLAG        APPROX. 2.1 KM 1643205.4 |
 KU3895| KU4007 MANHATTAN GRANTS TOMB FLAGPOLE      APPROX. 2.2 KM 1660407.5 |
 KU3895| KU4009 MANHATTAN GRANTS TOMB DOME          APPROX. 2.3 KM 1681038.8 |
 KU3895|---------------------------------------------------------------------|
 KU3895
 KU3895                          SUPERSEDED SURVEY CONTROL
 KU3895
 KU3895  NAD 83(1996)-  40 50 01.82603(N)    073 58 07.20667(W) AD(       ) 2
 KU3895  NAD 83(1996)-  40 50 01.82595(N)    073 58 07.20759(W) AD(       ) 2
 KU3895  NAD 83(1992)-  40 50 01.82441(N)    073 58 07.20804(W) AD(       ) 2
 KU3895  NAD 83(1986)-  40 50 01.82979(N)    073 58 07.20633(W) AD(       ) 2
 KU3895  NAD 27      -  40 50 01.46500(N)    073 58 08.71400(W) AD(       ) 2
 KU3895
 KU3895.Superseded values are not recommended for survey control.
 KU3895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3895.See file dsdata.txt to determine how the superseded data were derived.
 KU3895
 KU3895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8695520824(NAD 83)
 KU3895_MARKER: Z = SEE DESCRIPTION
 KU3895_SETTING: 0 = UNSPECIFIED SETTING
 KU3895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3895
 KU3895  HISTORY     - Date     Condition        Report By
 KU3895  HISTORY     - 1932     MONUMENTED       USE
 KU3895  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 KU3895  HISTORY     - 19950814 MARK NOT FOUND   USPSQD
 KU3895
 KU3895                          STATION DESCRIPTION
 KU3895
 KU3895'DESCRIBED BY US ENGINEERS 1932 (RWW)
 KU3895'THIS STATION IS ON THE W SIDE OF THE HUDSON RIVER, IN EDGEWATER E
 KU3895'OF RIVER ROAD OPPOSITE GLENWOOD AVENUE.  IT IS LOCATED ON THE NE
 KU3895'CORNER OF THE OLD WOODEN PIER USED BY THE IRON STEAMBOAT COMPANY.
 KU3895'
 KU3895'STATION IS MARKED BY A 3/8-INCH AUGER-HOLE SURROUNDED BY SEVERAL
 KU3895'COPPER TACKS IN BRACING TO BACKING LOG.  NO REFERENCE MARKS WERE
 KU3895'PLACED.  REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KU3895'
 KU3895'TO CROSS-CUT IN BOLT OF MOORING POST ON N SIDE OF PIER 4.54 METERS
 KU3895'
 KU3895'TO CROSS-CUT IN MOORING CLEAT TO SOUTHWARD ON FACE OF PIER 4.60 METERS
 KU3895'
 KU3895'TO CROSS-CUT IN BOLT TO EASTWARD 0.617 METERS
 KU3895'
 KU3895'TO CROSS-CUT IN BOLT TO NORTHWARD 0.53 METERS
 KU3895'
 KU3895'NORMAL TO EDGE OF CORNER BRACING 0.52 METERS
 KU3895'
 KU3895'THERE IS SUFFICIENT ROOM AND FAIR FOOTING FOR CENTRAL TRIPOD
 KU3895'SET-UPS ON THE WOODEN BRACING OF THE PIER.  AN OBSERVERS PLATFORM
 KU3895'IS NOT NECESSARY.  THE AGE AND INSTABILITY OF THE PIER DOES NOT
 KU3895'WARRANT FURTHER USAGE OF THIS STATION SAVE FOR HYDROGRAPHIC OR
 KU3895'TOPOGRAPHIC CONTROL.
 KU3895'
 KU3895'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 KU3895
 KU3895                          STATION RECOVERY (1994)
 KU3895
 KU3895'RECOVERY NOTE BY US POWER SQUADRON 1994
 KU3895'MARK NOT FOUND.
 KU3895
 KU3895                          STATION RECOVERY (1995)
 KU3895
 KU3895'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU3895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5843 ***********************************************************************
 KV5843  DESIGNATION -  EDISON
 KV5843  PID         -  KV5843
 KV5843  STATE/COUNTY-  NJ/MIDDLESEX
 KV5843  USGS QUAD   -  PLAINFIELD (1995)
 KV5843
 KV5843                         *CURRENT SURVEY CONTROL
 KV5843  ___________________________________________________________________
 KV5843* NAD 83(1996)-  40 30 43.72337(N)    074 24 39.04388(W)     ADJUSTED  
 KV5843* NAVD 88     -        26.2    (meters)      86.     (feet)  GPS OBS   
 KV5843  ___________________________________________________________________
 KV5843  X           -   1,304,976.946 (meters)                     COMP
 KV5843  Y           -  -4,677,320.271 (meters)                     COMP
 KV5843  Z           -   4,121,381.037 (meters)                     COMP
 KV5843  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 KV5843  ELLIP HEIGHT-          -6.62  (meters)          (10/23/02) GPS OBS
 KV5843  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV5843
 KV5843  HORZ ORDER  -  FIRST
 KV5843  ELLP ORDER  -  FOURTH    CLASS I
 KV5843
 KV5843.The horizontal coordinates were established by GPS observations
 KV5843.and adjusted by the National Geodetic Survey in May 1999..
 KV5843
 KV5843.The orthometric height was determined by GPS observations and a
 KV5843.high-resolution geoid model.
 KV5843
 KV5843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5843
 KV5843.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5843
 KV5843.The ellipsoidal height was determined by GPS observations
 KV5843.and is referenced to NAD 83.
 KV5843
 KV5843.The geoid height was determined by GEOID03.
 KV5843
 KV5843;                    North         East     Units Scale Factor Converg.
 KV5843;SPC NJ       -   186,380.937   157,555.307   MT  0.99990070   +0 03 28.5
 KV5843;SPC NJ       -   611,484.79    516,912.70   sFT  0.99990070   +0 03 28.5
 KV5843;UTM  18      - 4,484,769.572   549,912.466   MT  0.99963066   +0 22 57.8
 KV5843
 KV5843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5843!SPC NJ       -   1.00000104  x   0.99990070  =   0.99990174
 KV5843!UTM  18      -   1.00000104  x   0.99963066  =   0.99963170
 KV5843
 KV5843                          SUPERSEDED SURVEY CONTROL
 KV5843
 KV5843  NAD 83(1996)-  40 30 43.72309(N)    074 24 39.04484(W) AD(       ) 1
 KV5843  NAD 83(1996)-  40 30 43.72213(N)    074 24 39.04347(W) AD(       ) 1
 KV5843  NAD 83(1986)-  40 30 43.72419(N)    074 24 39.04623(W) AD(       ) 1
 KV5843  NAD 83(1986)-  40 30 43.72447(N)    074 24 39.04271(W) AD(       ) 1
 KV5843  NGVD 29 (09/27/88)   26.5    (m)           87.     (f) GPS OBS        
 KV5843
 KV5843.Superseded values are not recommended for survey control.
 KV5843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5843.See file dsdata.txt to determine how the superseded data were derived.
 KV5843
 KV5843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4991284770(NAD 83)
 KV5843_MARKER: DD = SURVEY DISK
 KV5843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5843_SP_SET: SQUARE CONCRETE MONUMENT
 KV5843_STAMPING: EDISON
 KV5843_MARK LOGO: PSEG  
 KV5843_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV5843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5843+STABILITY: SURFACE MOTION
 KV5843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5843+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1992
 KV5843
 KV5843  HISTORY     - Date     Condition        Report By
 KV5843  HISTORY     - 1985     MONUMENTED       PSEG
 KV5843  HISTORY     - 1985     GOOD             GEOHYD
 KV5843  HISTORY     - 19901130 GOOD             NJGS
 KV5843  HISTORY     - 19910814 GOOD
 KV5843  HISTORY     - 19920916 GOOD             TWT
 KV5843
 KV5843                          STATION DESCRIPTION
 KV5843
 KV5843'DESCRIBED BY PUBLIC SERVICE E + G 1985 (AXH)
 KV5843'THE STATION IS LOCATED IN EDISON ABOUT 2.0 KM (1.2 MI) EAST OF
 KV5843'CAMP KILMER.
 KV5843'OWNERSHIP--PSE+G
 KV5843'
 KV5843'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE I95 AND
 KV5843'STATE ROUTE 27 IN EDISON, GO SOUTHWEST ALONG STATE ROUTE 27
 KV5843'FOR ABOUT 3.7 KM TO VINAL AVENUE.  TURN RIGHT, NORTHWEST ON VINAL
 KV5843'AVENUE FOR ABOUT 200 METERS TO THE STATION AT THE END OF THE STREET
 KV5843'AT A SUBSTATION.
 KV5843'
 KV5843'THE STATION IS A STANDARD PSE+G DISK SET IN A CONCRETE MONUMENT
 KV5843'PROJECTING ABOUT 4 CM ABOVE THE GROUND.  IT IS LOCATED 4.64 METERS
 KV5843'SOUTHWEST OF A GATE POST, 13.27 METERS WEST NORTHWEST OF A DRILL
 KV5843'HOLE IN THE CONCRETE BASE FOR THE THIRD POST FROM THE CORNER OF A
 KV5843'CHAIN LINK FENCE AND 18.04 METERS SOUTHEAST OF A PK NAIL WITH
 KV5843'WASHER IN POWER POLE 7962ED.
 KV5843'
 KV5843'DESCRIBED BY--GEO/HYDRO
 KV5843
 KV5843                          STATION RECOVERY (1985)
 KV5843
 KV5843'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1985
 KV5843'RECOVERED IN GOOD CONDITION.
 KV5843
 KV5843                          STATION RECOVERY (1990)
 KV5843
 KV5843'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5843'THE STATION IS LOCATED IN EDISON, AT THE NORTHWEST DEAD END OF VINAL
 KV5843'AVENUE.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 287 AND
 KV5843'STATE ROUTE 27, GO 3.04 KM (1.90 MI) SOUTH ON ROUTE 27 TO COUNTY ROAD
 KV5843'529, CONTINUE AHEAD FOR 0.64 KM (0.40 MI) TO VINAL AVENUE ON THE
 KV5843'RIGHT, TURN RIGHT AND GO 0.32 KM (0.20 MI) TO THE STATION AHEAD AT
 KV5843'THE END OF THE ROAD ON THE EAST SIDE OF A CREAM COLORED HOUSE, 52
 KV5843'NELSON AVENUE, ABUTTING A RELAY STATION. THE STATION IS 8.5 M
 KV5843'(27.9 FT) NORTHWEST OF A SIX FOOT WOOD FENCE, 3.9 M (12.8 FT)
 KV5843'NORTHWEST OF A WIRE FENCE AROUND THE POWER STATION, 19.7 M (64.6 FT)
 KV5843'NORTH OF POLE NUMBER 69544 ED. THE OWNER OF THE HOUSE IS MR. JEFFREY
 KV5843'COBURGER, 52 NELSON AVENUE, EDISON N.J. 08817.  PHONE NUMBER 201 819
 KV5843'9265,HOME. PHONE NUMBER 201 287 9400,WORK. MR. COBURGER OWNS AN
 KV5843'ATTACK CANINE AND REQUESTS AN ADVANCED NOTICE BEFORE THE STATION IS
 KV5843'OCCUPIED. THE STATION MUST BE PACKED TO SINCE THE FENCE IS CLOSED IN
 KV5843'THE WINTER.
 KV5843
 KV5843                          STATION RECOVERY (1991)
 KV5843
 KV5843'RECOVERED 1991
 KV5843'RECOVERED IN GOOD CONDITION.
 KV5843
 KV5843                          STATION RECOVERY (1992)
 KV5843
 KV5843'RECOVERY NOTE BY TWT CONS ENG 1992
 KV5843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU2818 ***********************************************************************
 HU2818  CBN         -  This is a Cooperative Base Network Control Station.
 HU2818  DESIGNATION -  EECEN
 HU2818  PID         -  HU2818
 HU2818  STATE/COUNTY-  NJ/CAPE MAY
 HU2818  USGS QUAD   -  WILDWOOD (1972)
 HU2818
 HU2818                         *CURRENT SURVEY CONTROL
 HU2818  ___________________________________________________________________
 HU2818* NAD 83(1991)-  38 57 29.72333(N)    074 51 20.94321(W)     ADJUSTED  
 HU2818* NAVD 88     -         1.007  (meters)       3.30   (feet)  ADJUSTED  
 HU2818  ___________________________________________________________________
 HU2818  X           -   1,297,418.534 (meters)                     COMP
 HU2818  Y           -  -4,793,746.176 (meters)                     COMP
 HU2818  Z           -   3,988,692.862 (meters)                     COMP
 HU2818  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 HU2818  ELLIP HEIGHT-         -34.48  (meters)          (09/24/01) GPS OBS
 HU2818  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU2818  DYNAMIC HT  -           1.006 (meters)       3.30  (feet)  COMP
 HU2818  MODELED GRAV-     980,049.0   (mgal)                       NAVD 88
 HU2818
 HU2818  HORZ ORDER  -  B
 HU2818  VERT ORDER  -  FIRST     CLASS II
 HU2818  ELLP ORDER  -  FOURTH    CLASS I
 HU2818
 HU2818.The horizontal coordinates were established by GPS observations
 HU2818.and adjusted by the National Geodetic Survey in July 1997..
 HU2818
 HU2818.The orthometric height was determined by differential leveling
 HU2818.and adjusted by the National Geodetic Survey in September 1996..
 HU2818.WARNING-GPS observations at this control monument resulted in a GPS
 HU2818.derived orthometric height which differed from the leveled height by
 HU2818.more than one decimeter (0.1 meter).
 HU2818
 HU2818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2818
 HU2818.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2818
 HU2818.The ellipsoidal height was determined by GPS observations
 HU2818.and is referenced to NAD 83.
 HU2818
 HU2818.The geoid height was determined by GEOID03.
 HU2818
 HU2818.The dynamic height is computed by dividing the NAVD 88
 HU2818.geopotential number by the normal gravity value computed on the
 HU2818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2818.degrees latitude (g = 980.6199 gals.).
 HU2818
 HU2818.The modeled gravity was interpolated from observed gravity values.
 HU2818
 HU2818;                    North         East     Units Scale Factor Converg.
 HU2818;SPC NJ       -    13,926.975   119,161.744   MT  0.99991171   -0 13 25.4
 HU2818;SPC NJ       -    45,692.08    390,949.82   sFT  0.99991171   -0 13 25.4
 HU2818;UTM  18      - 4,312,154.159   512,492.346   MT  0.99960192   +0 05 26.4
 HU2818
 HU2818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2818!SPC NJ       -   1.00000541  x   0.99991171  =   0.99991712
 HU2818!UTM  18      -   1.00000541  x   0.99960192  =   0.99960733
 HU2818
 HU2818|---------------------------------------------------------------------|
 HU2818| PID    Reference Object                     Distance      Geod. Az  |
 HU2818|                                                           dddmmss.s |
 HU2818| HU1268 TWO MILE                            318.330 METERS 13530     |
 HU2818|---------------------------------------------------------------------|
 HU2818
 HU2818                          SUPERSEDED SURVEY CONTROL
 HU2818
 HU2818  ELLIP H (07/24/97)  -34.48   (m)                       GP(       ) 3 2
 HU2818  NAD 83(1991)-  38 57 29.72276(N)    074 51 20.94259(W) AD(       ) B
 HU2818  ELLIP H (04/04/94)  -34.54   (m)                       GP(       ) 3 1
 HU2818  NAD 83(1991)-  38 57 29.71443(N)    074 51 20.94403(W) AD(       ) 1
 HU2818  NAD 83(1991)-  38 57 29.72277(N)    074 51 20.94260(W) AD(       ) A
 HU2818  NAD 83(1991)-  38 57 29.72276(N)    074 51 20.94260(W) AD(       ) B
 HU2818  ELLIP H (12/31/92)  -34.53   (m)                       GP(       ) 4 1
 HU2818  NAVD 88 (10/08/97)    1.01   (m)            3.3    (f) LEVELING    3  
 HU2818
 HU2818.Superseded values are not recommended for survey control.
 HU2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2818.See file dsdata.txt to determine how the superseded data were derived.
 HU2818
 HU2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1249212154(NAD 83)
 HU2818_MARKER: I = METAL ROD
 HU2818_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HU2818_SP_SET: STAINLESS STEEL ROD
 HU2818_STAMPING: EECEN USCG 1992
 HU2818_MARK LOGO: NGS   
 HU2818_PROJECTION: RECESSED 10 CENTIMETERS
 HU2818_MAGNETIC: I = MARKER IS A STEEL ROD
 HU2818_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HU2818+STABILITY: POSITION/ELEVATION WELL
 HU2818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2818+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2000
 HU2818_ROD/PIPE-DEPTH: 21.3 meters
 HU2818_SLEEVE-DEPTH  :  0.9 meters
 HU2818
 HU2818  HISTORY     - Date     Condition        Report By
 HU2818  HISTORY     - 1992     MONUMENTED       NGS
 HU2818  HISTORY     - 19920507 GOOD             NJGS
 HU2818  HISTORY     - 19930411 GOOD             NJHA
 HU2818  HISTORY     - 19940507 GOOD             NJGS
 HU2818  HISTORY     - 19950605 GOOD             NJGS
 HU2818  HISTORY     - 19970108 GOOD             NJGS
 HU2818  HISTORY     - 19970115 GOOD             NGS
 HU2818  HISTORY     - 19970121 GOOD             NGS
 HU2818  HISTORY     - 19980511 GOOD             NJGS
 HU2818  HISTORY     - 20001003 GOOD             NJGS
 HU2818  HISTORY     - 20001121 GOOD             NJGS
 HU2818
 HU2818                          STATION DESCRIPTION
 HU2818
 HU2818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 HU2818'STATION IS LOCATED ABOUT 12.9 KM (8.02 MI) NORTHEAST OF CAPE MAY, 6.4
 HU2818'KM (3.98 MI) SOUTHWEST OF WILDWOOD, AT THE ENTRANCE TO THE U.S. COAST
 HU2818'GUARD ELECTRONICS ENGENEERING CENTER (EECEN), 0.4 KM (0.25 MI) NORTH
 HU2818'OF TRIANGULATION STATION TWO MILE 1962, AT THE SOUTHEAST SIDE OF
 HU2818'PACIFIC AVENUE.  OWNERSHIP--US GOVERMENT.  CONTACT WAS TOM CARTY,
 HU2818'BASE ENGINEER, TELEPHONE 609-523-7232.  MIKE MCKINNEY OR LCDR WILSON
 HU2818'TELEPHONE 609-523-7232.  JOE BRANDT (UNDERGROUND UTILITIES CHECK),
 HU2818'TELEPHONE 609-523-7200.  NOTE--NOTIFY JOE BRANDT OR WATCH DESK OF
 HU2818'WORK SCHEDULE ON BASE.
 HU2818'TO REACH THE STATION FROM THE GARDEN STATE PARKWAY, STATE ROUTE 47
 HU2818'EXIT 4B, LOCATED ABOUT 4.8 KM (2.98 MI)  WEST OF WILDWOOD, GO
 HU2818'SOUTHEAST ON ROUTE 47 FOR 4.8 KM (2.98 MI) TO THE JUNCTION OF PACFIC
 HU2818'AVE.  TURN RIGHT, SOUTHEASTLY, ON PACFIC AVENUE FOR 0.24 KM
 HU2818'(0.15 MI) TO THE U.S. COAST GUARD EECEN ENTRANCE ROAD ON THE LEFT AND
 HU2818'THE STATION SITE AS DESCRIBED.
 HU2818'THE STATION IS 10.3 M (33.79 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 HU2818'THE ENTRANCE ROAD, 47.0 M (154.20 FT) SOUTH-SOUTHWEST FROM THE
 HU2818'CENTERLINE OF THE COUNTY ROAD, 11.0 M (36.09 FT) EAST FROM THE EAST
 HU2818'CORNER OF A ELECTRIC JUNTION BOX, 24.0 M (78.74 FT) SOUTHEAST FROM A
 HU2818'POWERLINE POLE WITH THREE TRANSFORMERS, 27.2 M (89.24 FT) SOUTH FROM
 HU2818'THE EAST SUPPORT LEG OF EECEN SIGN, AT A FLAGGED RAILROAD SPIKE AND
 HU2818'1.0 M (3.28 FT) NORTHEAST FROM A WITNESS POST.
 HU2818
 HU2818                          STATION RECOVERY (1992)
 HU2818
 HU2818'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 HU2818'THE STATION IS LOCATED IN LOWER TOWNSHIP ON THE SOUTHEAST SIDE OF
 HU2818'OCEAN DRIVE, COUNTY ROAD 621, ON THE GROUNDS OF THE UNITED STATES
 HU2818'COAST GUARD ELECTRONICS ENGINEERING CENTER, P.O. BOX 60, WILDWOOD,
 HU2818'NEW JERSEY 08260.  BEFORE OCCUPYING THE STATION, CONTACT LIEUTENANT
 HU2818'COMMANDER WILSON OR MR. MIKE MCKINNEY, PHONE  609 523 7232 OR 523
 HU2818'7223.  TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 9,
 HU2818'STATE HIGHWAY 109 AND OCEAN DRIVE, GO 2.75 MI (4.43 KM) SOUTHEAST ON
 HU2818'OCEAN DRIVE TO THE ENTRANCE ROAD LEADING TO THE UNITED STATES COAST
 HU2818'GUARD ELECTRONICS ENGINEERING CENTER.  TURN RIGHT ON THE PAVED ROAD
 HU2818'AND GO SOUTH SOUTHEAST FOR ABOUT 36 M (118.1 FT) TO THE STATION ON
 HU2818'THE RIGHT.  THE STATION IS 10.4 M (34.1 FT) SOUTHWEST FROM THE
 HU2818'CENTERLINE OF THE PAVED ENTRANCE ROAD LEADING INTO THE COAST GUARD
 HU2818'FACILITY, 24.1 M (79.1 FT) SOUTH SOUTHEAST FROM A POWER POLE NUMBER W
 HU2818'45044 WITH THREE TRANSFORMERS ATTACHED, 11.1 M (36.4 FT) EAST FROM
 HU2818'THE SOUTHEAST CORNER OF A SMALL STEEL STORAGE SHED ON A SMALL GRASSY
 HU2818'KNOLL AND 1.0 M (3.3 FT) NORTHEAST FROM AN ORANGE CARSONITE WITNESS
 HU2818'POST.  THE LOGO FLANGE WITH ACCESS COVER IS STAMPED EECEN USCG 1992
 HU2818'AND IS SET FLUSH WITH THE LAWN.  THE STATION IS A NINE SIXTEENTHS
 HU2818'INCH DIAMETER STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 8 M
 HU2818'(26.2 FT) AND IS RECESSED 10 CM BELOW THE GROUND.
 HU2818
 HU2818                          STATION RECOVERY (1993)
 HU2818
 HU2818'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 HU2818'RECOVERED IN GOOD CONDITION.
 HU2818
 HU2818                          STATION RECOVERY (1994)
 HU2818
 HU2818'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 HU2818'THE STATION IS LOCATED IN LOWER TOWNSHIP ON THE SOUTHEAST SIDE OF
 HU2818'OCEAN DRIVE, COUNTY ROAD 621, ON THE GROUNDS OF THE UNITED STATES
 HU2818'COAST GUARD ELECTRONICS ENGINEERING CENTER, P.O. BOX 60, WILDWOOD, NEW
 HU2818'JERSEY 08260.  BEFORE OCCUPYING THE STATION, CONTACT LIEUTENANT
 HU2818'COMMANDER WILSON OR MR. MIKE MCKINNEY, PHONE  609 523 7232 OR 523
 HU2818'7223.  TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 9,
 HU2818'STATE HIGHWAY 109 AND OCEAN DRIVE, GO 2.75 MI (4.43 KM) SOUTHEAST ON
 HU2818'OCEAN DRIVE TO THE ENTRANCE ROAD LEADING TO THE UNITED STATES COAST
 HU2818'GUARD ELECTRONICS ENGINEERING CENTER.  TURN RIGHT ON THE PAVED ROAD
 HU2818'AND GO SOUTH SOUTHEAST FOR ABOUT 36 M (118.1 FT) TO THE STATION ON THE
 HU2818'RIGHT.  THE STATION IS 10.4 M (34.1 FT) SOUTHWEST FROM THE CENTERLINE
 HU2818'OF THE PAVED ENTRANCE ROAD LEADING INTO THE COAST GUARD FACILITY, 24.1
 HU2818'M (79.1 FT) SOUTH SOUTHEAST FROM A POWER POLE NUMBER W 45044 WITH
 HU2818'THREE TRANSFORMERS ATTACHED, 11.1 M (36.4 FT) EAST FROM THE SOUTHEAST
 HU2818'CORNER OF A SMALL STEEL STORAGE SHED ON A SMALL GRASSY KNOLL AND 1.0 M
 HU2818'(3.3 FT) NORTHEAST FROM AN ORANGE CARSONITE WITNESS POST.  THE LOGO
 HU2818'FLANGE WITH ACCESS COVER IS STAMPED EECEN USCG 1992 AND IS SET FLUSH
 HU2818'WITH THE LAWN.  THE STATION IS A NINE SIXTEENTHS INCH DIAMETER
 HU2818'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 8 M (26.2 FT) AND
 HU2818'IS RECESSED 10 CM BELOW THE GROUND.
 HU2818
 HU2818                          STATION RECOVERY (1995)
 HU2818
 HU2818'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 HU2818'RECOVERED AS DESCRIBED IN 1993.
 HU2818
 HU2818                          STATION RECOVERY (1997)
 HU2818
 HU2818'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 HU2818'RECOVERED AS DESCRIBED.
 HU2818
 HU2818                          STATION RECOVERY (1997)
 HU2818
 HU2818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 HU2818'RECOVERED AS DESCRIBED.
 HU2818
 HU2818                          STATION RECOVERY (1997)
 HU2818
 HU2818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 HU2818'RECOVERED AS DESCRIBED.
 HU2818
 HU2818                          STATION RECOVERY (1998)
 HU2818
 HU2818'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 HU2818'RECOVERED AS DESCRIBED.
 HU2818
 HU2818                          STATION RECOVERY (2000)
 HU2818
 HU2818'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 HU2818'RECOVERED AS DESCRIBED WITH THE FOLLOWING UPDATE.
 HU2818'THE FACILITY IS NOW CALLED THE UNITED STATES COAST GUARD LORAN
 HU2818'SUPPORT UNIT.  THE ENTRANCE ROAD IS CALLED LORAN LANE.
 HU2818'
 HU2818
 HU2818                          STATION RECOVERY (2000)
 HU2818
 HU2818'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (WHP)
 HU2818'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3373 ***********************************************************************
 JU3373  DESIGNATION -  EGG
 JU3373  PID         -  JU3373
 JU3373  STATE/COUNTY-  NJ/CUMBERLAND
 JU3373  USGS QUAD   -  FORTESCUE (1992)
 JU3373
 JU3373                         *CURRENT SURVEY CONTROL
 JU3373  ___________________________________________________________________
 JU3373* NAD 83(1996)-  39 10 47.91606(N)    075 08 07.45076(W)     ADJUSTED  
 JU3373* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3373  ___________________________________________________________________
 JU3373  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 JU3373  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 JU3373
 JU3373  HORZ ORDER  -  SECOND
 JU3373
 JU3373.The horizontal coordinates were established by classical geodetic methods
 JU3373.and adjusted by the National Geodetic Survey in September 1999..
 JU3373
 JU3373.The orthometric height was scaled from a topographic map.
 JU3373
 JU3373.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3373
 JU3373.The geoid height was determined by GEOID03.
 JU3373
 JU3373;                    North         East     Units Scale Factor Converg.
 JU3373;SPC NJ       -    38,671.289    95,102.300   MT  0.99993710   -0 24 05.2
 JU3373;SPC NJ       -   126,874.05    312,014.80   sFT  0.99993710   -0 24 05.2
 JU3373;SPC DE       -   131,023.503   224,302.914   MT  1.00000227   +0 10 39.7
 JU3373;SPC DE       -   429,866.28    735,900.48   sFT  1.00000227   +0 10 39.7
 JU3373;UTM  18      - 4,336,757.828   488,304.977   MT  0.99960168   -0 05 08.0
 JU3373
 JU3373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3373!SPC NJ       -   1.00000533  x   0.99993710  =   0.99994243
 JU3373!SPC DE       -   1.00000533  x   1.00000227  =   1.00000760
 JU3373!UTM  18      -   1.00000533  x   0.99960168  =   0.99960700
 JU3373
 JU3373|---------------------------------------------------------------------|
 JU3373| PID    Reference Object                     Distance      Geod. Az  |
 JU3373|                                                           dddmmss.s |
 JU3373| JU3369 EGG ISLAND LIGHTHOUSE               168.335 METERS 22105     |
 JU3373| CB1467 EGG RM 1                             41.017 METERS 23016     |
 JU3373| JU3370 FALSE EGG IS PT WOODEN TOWER        APPROX. 3.8 KM 3120526.8 |
 JU3373| CB1468 EGG RM 2                             32.483 METERS 31619     |
 JU3373| JU3368 FORTESCUE 3                         APPROX. 7.0 KM 3335145.0 |
 JU3373|---------------------------------------------------------------------|
 JU3373
 JU3373                          SUPERSEDED SURVEY CONTROL
 JU3373
 JU3373  NAD 83(1991)-  39 10 47.90815(N)    075 08 07.45284(W) AD(       ) 2
 JU3373  NAD 83(1986)-  39 10 47.90324(N)    075 08 07.45715(W) AD(       ) 2
 JU3373  NAD 27      -  39 10 47.49100(N)    075 08 08.79500(W) AD(       ) 2
 JU3373
 JU3373.Superseded values are not recommended for survey control.
 JU3373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3373.See file dsdata.txt to determine how the superseded data were derived.
 JU3373
 JU3373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8830536758(NAD 83)
 JU3373_MARKER: DS = TRIANGULATION STATION DISK
 JU3373_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU3373_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU3373
 JU3373  HISTORY     - Date     Condition        Report By
 JU3373  HISTORY     - 1933     MONUMENTED       CGS
 JU3373  HISTORY     - 1951     SEE DESCRIPTION  CGS
 JU3373  HISTORY     - 1970     MARK NOT FOUND   NGS
 JU3373
 JU3373                          STATION DESCRIPTION
 JU3373
 JU3373'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3373'ON THE E SIDE OF EGG ISLAND POINT ABOUT 450 FEET N OF EGG ISLAND
 JU3373'LIGHTHOUSE AND 70 FEET W OF THE HIGH WATER LINE.  STATION MARK
 JU3373'PROJECTS 4 INCHES.
 JU3373'
 JU3373'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 JU3373'UNDERGROUND MARK IS A BLOCK OF CONCRETE
 JU3373'BELOW THE GROUND CONTAINING A STANDARD BRONZE DISK.
 JU3373'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD BRONZE
 JU3373'DISKS SET IN CONCRETE IN THE TOP OF A TILE.
 JU3373'
 JU3373'REFERENCE MARK NO.1 IS SW OF THE STATION AND PROJECTS 1
 JU3373'FOOT.  IT IS ABOUT 200 FEET N OF THE LIGHTHOUSE.
 JU3373'
 JU3373'REFERENCE MARK NO.2 IS NW OF THE STATION AND PROJECTS 1
 JU3373'FOOT.  IT IS ABOUT 170 FEET W OF THE HIGH WATER LINE.
 JU3373'
 JU3373'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU3373
 JU3373                          STATION RECOVERY (1951)
 JU3373
 JU3373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RGB)
 JU3373'MR. L. A. HUBER, HYDROGRAPHIC ENGINEER OF 297 E. COMMERCE STREET,
 JU3373'BRIDGETON, N.J. REPORTS THAT THE SURFACE MARK FOR THIS STATION
 JU3373'HAS BEEN WASHED OUT BY STORMS AND IS LYING FLAT ON THE
 JU3373'SHORE.  THE SUBSURFACE MARK HAS BEEN PARTIALLY EXPOSED BY EROSION.
 JU3373'
 JU3373'BOTH THE REFERENCE MARKS ARE IN GOOD CONDITION AND ARE NOT
 JU3373'EXPOSED TO EROSION.
 JU3373
 JU3373                          STATION RECOVERY (1970)
 JU3373
 JU3373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU3373'DESTROYED.  STATION MARK REPORTED DESTROYED IN 1951.  NONE OF
 JU3373'THE MARKS COULD BE FOUND AT A VERY LOW TIDE.  ALL ARE BELIEVED
 JU3373'TO BE WASHED-OUT WITH THE EXCEPTION OF RM 2 WHICH POSSIBLY COULD
 JU3373'BE INTACT BUT COVERED-OVER WITH SAND AND DEBRIS.
 JU3373'
 JU3373'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3373'AT EGG ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU4058 ***********************************************************************
 KU4058  DESIGNATION -  EGG 2
 KU4058  PID         -  KU4058
 KU4058  STATE/COUNTY-  NJ/BERGEN
 KU4058  USGS QUAD   -  YONKERS (1979)
 KU4058
 KU4058                         *CURRENT SURVEY CONTROL
 KU4058  ___________________________________________________________________
 KU4058* NAD 83(1996)-  40 55 21.83159(N)    073 55 33.71942(W)     ADJUSTED  
 KU4058* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KU4058  ___________________________________________________________________
 KU4058  LAPLACE CORR-           6.12  (seconds)                    DEFLEC99
 KU4058  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 KU4058
 KU4058  HORZ ORDER  -  THIRD
 KU4058
 KU4058.The horizontal coordinates were established by classical geodetic methods
 KU4058.and adjusted by the National Geodetic Survey in September 1999..
 KU4058
 KU4058.The orthometric height was scaled from a topographic map.
 KU4058
 KU4058.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4058
 KU4058.The geoid height was determined by GEOID03.
 KU4058
 KU4058;                    North         East     Units Scale Factor Converg.
 KU4058;SPC NJ       -   232,126.069   198,342.439   MT  0.99992875   +0 22 33.5
 KU4058;SPC NJ       -   761,566.94    650,728.49   sFT  0.99992875   +0 22 33.5
 KU4058;SPC NY L     -    83,961.247   306,230.447   MT  0.99999570   +0 02 54.2
 KU4058;SPC NY L     -   275,462.86  1,004,691.06   sFT  0.99999570   +0 02 54.2
 KU4058;UTM  18      - 4,530,734.714   590,428.416   MT  0.99970064   +0 42 12.7
 KU4058
 KU4058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4058!SPC NJ       -   1.00000497  x   0.99992875  =   0.99993372
 KU4058!SPC NY L     -   1.00000497  x   0.99999570  =   1.00000067
 KU4058!UTM  18      -   1.00000497  x   0.99970064  =   0.99970561
 KU4058
 KU4058|---------------------------------------------------------------------|
 KU4058| PID    Reference Object                     Distance      Geod. Az  |
 KU4058|                                                           dddmmss.s |
 KU4058| CA9022 EGG 2 RM 2                           28.000 METERS 01345     |
 KU4058| KU4114 YONKERS CITY HALL CUPOLA            APPROX. 2.6 KM 0661148.1 |
 KU4058| KU4095 ST VINCENT CHURCH STEEPLE           APPROX. 1.8 KM 1245645.3 |
 KU4058| CB6037 EGG 2 RM 1                            9.995 METERS 23429     |
 KU4058| CA9023 EGG 2 WM 1                            1.925 METERS 34707     |
 KU4058|---------------------------------------------------------------------|
 KU4058
 KU4058                          SUPERSEDED SURVEY CONTROL
 KU4058
 KU4058  NAD 83(1996)-  40 55 21.83158(N)    073 55 33.71941(W) AD(       ) 3
 KU4058  NAD 83(1996)-  40 55 21.83204(N)    073 55 33.72009(W) AD(       ) 3
 KU4058  NAD 83(1992)-  40 55 21.83032(N)    073 55 33.72084(W) AD(       ) 3
 KU4058  NAD 83(1986)-  40 55 21.83442(N)    073 55 33.71769(W) AD(       ) 3
 KU4058  NAD 27      -  40 55 21.47700(N)    073 55 35.23400(W) AD(       ) 3
 KU4058
 KU4058.Superseded values are not recommended for survey control.
 KU4058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4058.See file dsdata.txt to determine how the superseded data were derived.
 KU4058
 KU4058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9042830735(NAD 83)
 KU4058_MARKER: DS = TRIANGULATION STATION DISK
 KU4058_SETTING: 80 = SET IN A BOULDER
 KU4058_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KU4058
 KU4058  HISTORY     - Date     Condition        Report By
 KU4058  HISTORY     - 1930     MONUMENTED       CGS
 KU4058  HISTORY     - 20060926 POOR             GEOCAC
 KU4058
 KU4058                          STATION DESCRIPTION
 KU4058
 KU4058'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 KU4058'ON THE W SIDE OF THE HUDSON RIVER DIRECTLY ACROSS FROM LEAKE AND
 KU4058'WATTS SCHOOL, 330 METERS N OF GREEN BROOK FALLS AND 440 METERS S
 KU4058'OF HAVANA PIER, ABOUT 10 METERS N OF THE END OF A CRUDE ROCK
 KU4058'BULKHEAD AND 2.8 METERS E OF THE CENTER LINE OF A PATH ALONG THE
 KU4058'BEACH.  A LARGE OAK TREE WITH DOUBLE TRUNK ON BLUFF OVERHANGS THE
 KU4058'STATION.
 KU4058'
 KU4058'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN A
 KU4058'DRILL HOLE IN A BOULDER.  REFERENCE MARK NO.1 IS ON THE SLOPING
 KU4058'FACE OF A BOULDER ON HILLSIDE.  REFERENCE MARK NO.2 IS AT
 KU4058'HIGH-WATER LINE.  WITNESS MARK NO.1 IS A 1-1/2 EQUILATERAL
 KU4058'TRIANGLE CHISELED IN APEX OF PYRAMIDAL BOULDER AT SHORE LINE.
 KU4058
 KU4058                          STATION RECOVERY (2006)
 KU4058
 KU4058'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU4058'THE STATION MARK AND REFERENCE MARK NO. 2 WERE BOTH FOUND IN POOR
 KU4058'CONDITION WITH THE DISKS MISSING AND ONLY THE STEMS PRESENT.  THE
 KU4058'WITNESS MARK WAS FOUND AS DESCRIBED.  REFERENCE MARK 1 WAS NOT FOUND
 KU4058'AFTER A 20 MINUTE SEARCH BY ONE PERSON. THE LOCAL DESCRIPTION WAS
 KU4058'ADEQUATE AS PER THE ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4245 ***********************************************************************
 JU4245  DESIGNATION -  EGG ISLAND POINT LT PLATFORM
 JU4245  PID         -  JU4245
 JU4245  STATE/COUNTY-  NJ/CUMBERLAND
 JU4245  USGS QUAD   -  FORTESCUE (1992)
 JU4245
 JU4245                         *CURRENT SURVEY CONTROL
 JU4245  ___________________________________________________________________
 JU4245* NAD 83(1996)-  39 10 20.61933(N)    075 07 55.03803(W)     ADJUSTED  
 JU4245* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU4245  ___________________________________________________________________
 JU4245  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 JU4245  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 JU4245
 JU4245  HORZ ORDER  -  THIRD
 JU4245
 JU4245.The horizontal coordinates were established by classical geodetic methods
 JU4245.and adjusted by the National Geodetic Survey in September 1999..
 JU4245
 JU4245.The orthometric height was scaled from a topographic map.
 JU4245
 JU4245.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4245
 JU4245.The geoid height was determined by GEOID03.
 JU4245
 JU4245;                    North         East     Units Scale Factor Converg.
 JU4245;SPC NJ       -    37,827.489    95,394.337   MT  0.99993670   -0 23 57.1
 JU4245;SPC NJ       -   124,105.69    312,972.92   sFT  0.99993670   -0 23 57.1
 JU4245;UTM  18      - 4,335,915.934   488,601.562   MT  0.99960160   -0 05 00.1
 JU4245
 JU4245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4245!SPC NJ       -   1.00000533  x   0.99993670  =   0.99994203
 JU4245!UTM  18      -   1.00000533  x   0.99960160  =   0.99960693
 JU4245
 JU4245                          SUPERSEDED SURVEY CONTROL
 JU4245
 JU4245  NAD 83(1991)-  39 10 20.61123(N)    075 07 55.03835(W) AD(       ) 3
 JU4245
 JU4245.Superseded values are not recommended for survey control.
 JU4245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4245.See file dsdata.txt to determine how the superseded data were derived.
 JU4245
 JU4245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8860235916(NAD 83)
 JU4245_MARKER: 13 = LIGHTHOUSE
 JU4245_MARK LOGO: NOS   
 JU4245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4245+SATELLITE: SATELLITE OBSERVATIONS - 1984
 JU4245
 JU4245  HISTORY     - Date     Condition        Report By
 JU4245  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU4245
 JU4245                          STATION DESCRIPTION
 JU4245
 JU4245'DESCRIBED BY NATIONAL OCEAN SERVICE 1984
 JU4245'THE STATION IS LOCATED IN THE DELAWARE BAY ABOUT 0.5 NAUTICAL MI SSE
 JU4245'OF EGG ISLAND POINT, NJ, IN APPROXIMATELY 10 FT OF WATER.  THE
 JU4245'STRUCTURE IS NEW AND WAS NOT COMPLETE AT THE TIME THE OBSERVATIONS
 JU4245'WERE MADE.
 JU4245'TO REACH STATION PROCEED BY BOAT.
 JU4245'STATION IS THE CENTER OF THE LIGHT PLATFORM WHICH IS APPROXIMATELY SIX
 JU4245'FT IN DIA ON TOP OF A BLACK STEEL PIPE APPROXIMATELY 4 FT IN DIA.
 JU4245'AFTER THE FIELD PARTY LEFT THE PROJECT AREA A STEEL SKELETON TOWER WAS
 JU4245'ERECTED ON THE PLATFORM AND A LIGHT AND DAYMARKS WERE PUT ON THE
 JU4245'TOWER.  THE LIGHT SHOULD BE INTERSECTED IN THE FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4247 ***********************************************************************
 JU4247  DESIGNATION -  EGG PIPE
 JU4247  PID         -  JU4247
 JU4247  STATE/COUNTY-  NJ/CUMBERLAND
 JU4247  USGS QUAD   -  FORTESCUE (1992)
 JU4247
 JU4247                         *CURRENT SURVEY CONTROL
 JU4247  ___________________________________________________________________
 JU4247* NAD 83(1996)-  39 10 52.32638(N)    075 08 14.96239(W)     ADJUSTED  
 JU4247* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 JU4247  ___________________________________________________________________
 JU4247  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 JU4247  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 JU4247
 JU4247  HORZ ORDER  -  THIRD
 JU4247
 JU4247.The horizontal coordinates were established by classical geodetic methods
 JU4247.and adjusted by the National Geodetic Survey in September 1999..
 JU4247
 JU4247.The orthometric height was scaled from a topographic map.
 JU4247
 JU4247.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4247
 JU4247.The geoid height was determined by GEOID03.
 JU4247
 JU4247;                    North         East     Units Scale Factor Converg.
 JU4247;SPC NJ       -    38,808.550    94,922.979   MT  0.99993734   -0 24 09.9
 JU4247;SPC NJ       -   127,324.38    311,426.47   sFT  0.99993734   -0 24 09.9
 JU4247;UTM  18      - 4,336,894.053   488,124.962   MT  0.99960174   -0 05 12.7
 JU4247
 JU4247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4247!SPC NJ       -   1.00000485  x   0.99993734  =   0.99994219
 JU4247!UTM  18      -   1.00000485  x   0.99960174  =   0.99960659
 JU4247
 JU4247                          SUPERSEDED SURVEY CONTROL
 JU4247
 JU4247  NAD 83(1991)-  39 10 52.31819(N)    075 08 14.96302(W) AD(       ) 3
 JU4247
 JU4247.Superseded values are not recommended for survey control.
 JU4247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4247.See file dsdata.txt to determine how the superseded data were derived.
 JU4247
 JU4247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8812536894(NAD 83)
 JU4247_MARKER: P = PIPE CAP
 JU4247_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU4247_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JU4247_MARK LOGO: NOS   
 JU4247_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 JU4247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4247+SATELLITE: SATELLITE OBSERVATIONS - 1984
 JU4247
 JU4247  HISTORY     - Date     Condition        Report By
 JU4247  HISTORY     - 1984     MONUMENTED       NOS
 JU4247
 JU4247                          STATION DESCRIPTION
 JU4247
 JU4247'DESCRIBED BY NATIONAL OCEAN SERVICE 1984
 JU4247'THE STATION IS ABOUT 7.3 KM (4.55 MI) SSE OF FORTESCUE, ON EGG ISLAND
 JU4247'POINT.  OWNERSHIP--PUBLIC PROPERTY.
 JU4247'TO REACH STATION PROCEED BY BOAT TO EGG ISLAND POINT.
 JU4247'STATION IS THE TOP CENTER OF A 1-INCH DIA STEEL PIPE DRIVEN INTO THE
 JU4247'GROUND AND FLUSH.  IT IS ABOUT 100 M (328.1 FT) N OF THE HIGH WATER
 JU4247'LINE AT THE S TIP OF THE POINT, ABOUT 15 M (49.2 FT) E OF THE HIGH
 JU4247'WATER LINE ALONG THE W SIDE OF THE POINT, AND DIRECTLY BENEATH A
 JU4247'SIGNAL TOWER, ABOUT 10 M (32.8 FT) TALL, BUILT BY THE NEW JERSEY
 JU4247'BUREAU OF SHELLFISHERIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2755 ***********************************************************************
 KU2755  DESIGNATION -  ELBERON
 KU2755  PID         -  KU2755
 KU2755  STATE/COUNTY-  NJ/MONMOUTH
 KU2755  USGS QUAD   -  LONG BRANCH (1981)
 KU2755
 KU2755                         *CURRENT SURVEY CONTROL
 KU2755  ___________________________________________________________________
 KU2755* NAD 83(1996)-  40 15 44.75907(N)    073 59 26.29571(W)     ADJUSTED  
 KU2755* NAVD 88     -         4.3    (meters)      14.     (feet)  VERTCON   
 KU2755  ___________________________________________________________________
 KU2755  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 KU2755  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KU2755
 KU2755  HORZ ORDER  -  THIRD
 KU2755
 KU2755.The horizontal coordinates were established by classical geodetic methods
 KU2755.and adjusted by the National Geodetic Survey in September 1999..
 KU2755
 KU2755.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2755
 KU2755.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2755
 KU2755.The geoid height was determined by GEOID03.
 KU2755
 KU2755;                    North         East     Units Scale Factor Converg.
 KU2755;SPC NJ       -   158,775.782   193,325.203   MT  0.99992310   +0 19 45.1
 KU2755;SPC NJ       -   520,916.88    634,267.77   sFT  0.99992310   +0 19 45.1
 KU2755;UTM  18      - 4,457,374.014   585,828.863   MT  0.99969068   +0 39 08.6
 KU2755
 KU2755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2755!SPC NJ       -   1.00000447  x   0.99992310  =   0.99992757
 KU2755!UTM  18      -   1.00000447  x   0.99969068  =   0.99969515
 KU2755
 KU2755:                Primary Azimuth Mark                     Grid Az
 KU2755:SPC NJ       -  LONG BRANCH CH OF SEA CROSS              008 14 14.8
 KU2755:UTM  18      -  LONG BRANCH CH OF SEA CROSS              007 54 51.3
 KU2755
 KU2755|---------------------------------------------------------------------|
 KU2755| PID    Reference Object                     Distance      Geod. Az  |
 KU2755|                                                           dddmmss.s |
 KU2755| KU2777 LONG BRANCH CH OF SEA CROSS         APPROX. 4.4 KM 0083359.9 |
 KU2755| KU0801 LONG                                APPROX. 5.1 KM 0121324.6 |
 KU2755| CA9027 ELBERON RM 1                         51.444 METERS 10155     |
 KU2755| KV5122 ALLENHURST TANK                     APPROX. 3.4 KM 2060750.6 |
 KU2755| KV5043 DEAL INCINERATOR STACK              APPROX. 1.2 KM 2380129.1 |
 KU2755| KV5181 OAKHURST US ARMY TOWER              APPROX. 5.1 KM 2393152.3 |
 KU2755| CA9028 ELBERON RM 2                          7.408 METERS 24236     |
 KU2755|---------------------------------------------------------------------|
 KU2755
 KU2755                          SUPERSEDED SURVEY CONTROL
 KU2755
 KU2755  NAD 83(1986)-  40 15 44.75860(N)    073 59 26.29128(W) AD(       ) 3
 KU2755  NAD 27      -  40 15 44.35780(N)    073 59 27.79610(W) AD(       ) 3
 KU2755  NGVD 29 (07/19/86)    4.6    (m)           15.     (f) VERT ANG       
 KU2755
 KU2755.Superseded values are not recommended for survey control.
 KU2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2755.See file dsdata.txt to determine how the superseded data were derived.
 KU2755
 KU2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8582957374(NAD 83)
 KU2755_MARKER: DS = TRIANGULATION STATION DISK
 KU2755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2755
 KU2755  HISTORY     - Date     Condition        Report By
 KU2755  HISTORY     - 1940     MONUMENTED       LOCENG
 KU2755  HISTORY     - 1962     GOOD             CGS
 KU2755  HISTORY     - 1988     MARK NOT FOUND   NOSAMC
 KU2755  HISTORY     - 19920801 MARK NOT FOUND   USPSQD
 KU2755
 KU2755                          STATION DESCRIPTION
 KU2755
 KU2755'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (CIA)
 KU2755'STATION IS LOCATED ON U.S. ARMY PROPERTY IN ELBERON, N.J., JUST
 KU2755'SOUTH OF ST. JAMES EPISCOPAL CHURCH AND 1/2 BLOCK WEST OF OCEAN
 KU2755'AVE.  A TALL STEEL OBSERVATION TOWER IS TO BE ERECTED OVER THIS
 KU2755'MARK BY THE U.S. ARMY.
 KU2755'
 KU2755'THE STATION IS MARKED WITH A BRASS DISK SET IN THE TOP OF A
 KU2755'CONCRETE POST 12 INCHES SQUARE AT THE TOP AND PROJECTING 2 FT. ABOVE
 KU2755'THE SURFACE OF THE GROUND.  MARK IS STAMPED U.S. COAST AND
 KU2755'GEODETIC SURVEY ELBERON 1940.  STATION IS THE DRILL HOLE IN THE
 KU2755'CENTER OF A TRIANGLE CUT IN THE DISK.
 KU2755'
 KU2755'THE CONCRETE FOOTINGS FOR THE OBSERVATION TOWER HAVE BEEN
 KU2755'INSTALLED, AND THE FOLLOWING MEASUREMENTS TO THE FOOTINGS
 KU2755'INDICATE THAT THE TOWER WILL NOT BE CENTERED OVER THE MARK.
 KU2755'
 KU2755'DISTANCE FROM STATION TO CENTER SE BOLT IN NE PIER - 20.48 FT.
 KU2755'
 KU2755'DISTANCE FROM STATION TO CENTER NE BOLT IN SE PIER - 22.69 FT.
 KU2755'
 KU2755'DISTANCE FROM STATION TO CENTER SW BOLT IN NW PIER - 22.69 FT.
 KU2755'
 KU2755'DISTANCE FROM STATION TO CENTER NW BOLT IN SW PIER - 24.73 FT.
 KU2755'
 KU2755'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
 KU2755
 KU2755                          STATION RECOVERY (1962)
 KU2755
 KU2755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KU2755'NO MEASUREMENT BETWEEN RMS, BRUSH ON LINE.
 KU2755'
 KU2755'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STEEL TOWER
 KU2755'OVER THE STATION HAS BEEN TORN DOWN, BUT THE CONCRETE FOOTINGS
 KU2755'ARE STILL IN PLACE.  REFERENCE MARKS 1 AND 2 WERE ESTABLISHED AT
 KU2755'THIS TIME.
 KU2755'
 KU2755'A NEW DESCRIPTION FOLLOWS--
 KU2755'
 KU2755'THE STATION IS LOCATED ON THE WEST SIDE OF OCEAN AVE., JUST SOUTH
 KU2755'OF THE SAINT JAMES EPISCOPAL CHURCH IN THE EAST EDGE OF ELBERON,
 KU2755'NEAR THE CENTER OF THE CONCRETE FOOTINGS OF THE OLD OBSERVATION
 KU2755'TOWER, AND ON U.S. GOVERNMENT PROPERTY.  IT IS A BRASS DISK
 KU2755'STAMPED U.S. COAST AND GEODETIC SURVEY ELBERON 1940 SET IN THE TOP
 KU2755'OF A CONCRETE POST 12 INCHES SQUARE AT THE TOP AND PROJECTS 2
 KU2755'INCHES.  IT IS 177 FEET WEST OF THE WEST CURB OF OCEAN AVE., 37
 KU2755'FEET NORTH OF THE CENTERLINE OF A DIRT ROAD, 24.3 FEET NORTHEAST
 KU2755'OF THE CENTER OF THE SOUTHWEST CONCRETE FOOTING, 22.1 FEET
 KU2755'NORTHWEST OF THE CENTER OF THE SOUTHEAST CONCRETE FOOTING,
 KU2755'22.0 FEET SOUTHEAST OF THE CENTER OF THE NORTHWEST CONCRETE
 KU2755'FOOTING, AND 20 FEET SOUTHWEST OF THE CENTER OF NORTHEAST CONCRETE
 KU2755'FOOTING.
 KU2755'
 KU2755'TO REACH FROM THE RAILROAD STATION IN ELBERON, GO EAST ON LINCOLN
 KU2755'AVE. FOR 0.45 MILE TO THE INTERSECTION WITH OCEAN AVE.  TURN RIGHT
 KU2755'AND GO SOUTH ON OCEAN AVE. FOR 0.15 MILE TO A DIM ROAD ON THE
 KU2755'RIGHT AT A FIRE HYDRANT.  TURN RIGHT AND GO WEST ON A DIM DIRT
 KU2755'ROAD FOR 0.05 MILE TO THE SIGHT OF THE OLD OBSERVATION TOWER AND
 KU2755'THE STATION ON THE RIGHT.
 KU2755'
 KU2755'REFERENCE MARK 1 IS SET IN A NORTH-SOUTH HEDGE ROW, 40 FEET
 KU2755'NORTHWEST OF A FIRE HYDRANT, 13 FEET WEST OF THE WEST CURB OF
 KU2755'OCEAN AVE., AND 3 FEET WEST OF A WITNESS POST.  THE MONUMENT
 KU2755'PROJECTS 6 INCHES AND THE DISK IS STAMPED ELBERON NO 1 1940.
 KU2755'
 KU2755'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ELBERON NO 2 1940
 KU2755'CEMENTED IN A DRILLED HOLE NEAR THE CENTER OF THE SOUTHWEST
 KU2755'CONCRETE FOOTING OF THE OLD OBSERVATION TOWER.
 KU2755'
 KU2755'NOTE--NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK AT
 KU2755'THIS TIME.
 KU2755'
 KU2755'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KU2755
 KU2755                          STATION RECOVERY (1988)
 KU2755
 KU2755'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KU2755'THE STATION NOT RECOVERED AT THIS DATE. A SEARCH WAS CONDUCTED BUT THE
 KU2755'STATION WAS NOT FOUND.
 KU2755
 KU2755                          STATION RECOVERY (1992)
 KU2755
 KU2755'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4248 ***********************************************************************
 JU4248  DESIGNATION -  ELBOW OF CROSS LEDGE LT NEW
 JU4248  PID         -  JU4248
 JU4248  STATE/COUNTY-  NJ/CUMBERLAND
 JU4248  USGS QUAD   -  BENNETTS PIER (1993)
 JU4248
 JU4248                         *CURRENT SURVEY CONTROL
 JU4248  ___________________________________________________________________
 JU4248* NAD 83(1996)-  39 10 56.00724(N)    075 16 06.40821(W)     ADJUSTED  
 JU4248* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 JU4248  ___________________________________________________________________
 JU4248  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 JU4248  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 JU4248
 JU4248  HORZ ORDER  -  THIRD
 JU4248
 JU4248.The horizontal coordinates were established by classical geodetic methods
 JU4248.and adjusted by the National Geodetic Survey in September 1999..
 JU4248
 JU4248.The orthometric height was scaled from a topographic map.
 JU4248
 JU4248.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4248
 JU4248.The geoid height was determined by GEOID03.
 JU4248
 JU4248;                    North         East     Units Scale Factor Converg.
 JU4248;SPC NJ       -    39,009.759    83,609.542   MT  0.99995425   -0 29 07.8
 JU4248;SPC NJ       -   127,984.52    274,308.97   sFT  0.99995425   -0 29 07.8
 JU4248;SPC DE       -   131,245.803   212,806.700   MT  0.99999702   +0 05 37.1
 JU4248;SPC DE       -   430,595.61    698,183.31   sFT  0.99999702   +0 05 37.1
 JU4248;UTM  18      - 4,337,032.835   476,814.452   MT  0.99960662   -0 10 10.6
 JU4248
 JU4248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4248!SPC NJ       -   1.00000418  x   0.99995425  =   0.99995843
 JU4248!SPC DE       -   1.00000418  x   0.99999702  =   1.00000120
 JU4248!UTM  18      -   1.00000418  x   0.99960662  =   0.99961080
 JU4248
 JU4248                          SUPERSEDED SURVEY CONTROL
 JU4248
 JU4248  NAD 83(1991)-  39 10 56.00078(N)    075 16 06.40873(W) AD(       ) 4
 JU4248
 JU4248.Superseded values are not recommended for survey control.
 JU4248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4248.See file dsdata.txt to determine how the superseded data were derived.
 JU4248
 JU4248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7681437033(NAD 83)
 JU4248_MARKER: 13 = LIGHTHOUSE
 JU4248_MARK LOGO: NOS   
 JU4248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4248+SATELLITE: SATELLITE OBSERVATIONS - 1984
 JU4248
 JU4248  HISTORY     - Date     Condition        Report By
 JU4248  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU4248
 JU4248                          STATION DESCRIPTION
 JU4248
 JU4248'DESCRIBED BY NATIONAL OCEAN SERVICE 1984
 JU4248'THE STATION IS A NAVIGATION LIGHT LOCATED ON THE NE SIDE OF THE MAIN
 JU4248'CHANNEL IN DELAWARE BAY, 11.2 KM (6.95 MI) W OF EGG ISLAND POINT, NJ.
 JU4248'TO REACH STATION PROCEED BY BOAT.
 JU4248'STATION IS THE CENTER OF THE HIGHEST VERTICAL POINT OF THE LIGHT ATOP
 JU4248'A RED SKELETON STEEL TOWER WITH A SMALL WHITE HOUSE BUILT ON AN
 JU4248'INTERNATIONAL ORANGE CYLINDRICAL BASE.
 JU4248'ACCORDING TO THE COAST GUARD DISTRICT OFFICE, THE LIGHT AND STRUCTURE
 JU4248'WERE BUILT IN 1954 ON THE SAME CYLINDRICAL PIER THAT ONCE SUPPORTED AN
 JU4248'OLD LIGHTHOUSE WHICH WAS DESTROYED IN 1947.  THE OLD LIGHTHOUSE, A RED
 JU4248'BRICK OCTAGONAL DWELLING WAS THE STRUCTURE LOCATED BY CGS IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5135 ***********************************************************************
 KV5135  DESIGNATION -  ELECTRIC
 KV5135  PID         -  KV5135
 KV5135  STATE/COUNTY-  NJ/MONMOUTH
 KV5135  USGS QUAD   -  ASBURY PARK (1989)
 KV5135
 KV5135                         *CURRENT SURVEY CONTROL
 KV5135  ___________________________________________________________________
 KV5135* NAD 83(1996)-  40 13 01.52979(N)    074 00 36.63974(W)     ADJUSTED  
 KV5135* NAVD 88     -        49.1    (meters)     161.     (feet)  GPS OBS   
 KV5135  ___________________________________________________________________
 KV5135  X           -   1,343,503.102 (meters)                     COMP
 KV5135  Y           -  -4,688,495.227 (meters)                     COMP
 KV5135  Z           -   4,096,432.288 (meters)                     COMP
 KV5135  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 KV5135  ELLIP HEIGHT-          16.27  (meters)          (10/23/02) GPS OBS
 KV5135  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV5135
 KV5135  HORZ ORDER  -  FIRST
 KV5135  ELLP ORDER  -  FOURTH    CLASS I
 KV5135
 KV5135.The horizontal coordinates were established by GPS observations
 KV5135.and adjusted by the National Geodetic Survey in May 1999..
 KV5135
 KV5135.The orthometric height was determined by GPS observations and a
 KV5135.high-resolution geoid model.
 KV5135
 KV5135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5135
 KV5135.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5135
 KV5135.The ellipsoidal height was determined by GPS observations
 KV5135.and is referenced to NAD 83.
 KV5135
 KV5135.The geoid height was determined by GEOID03.
 KV5135
 KV5135;                    North         East     Units Scale Factor Converg.
 KV5135;SPC NJ       -   153,732.206   191,690.970   MT  0.99992139   +0 18 58.6
 KV5135;SPC NJ       -   504,369.75    628,906.12   sFT  0.99992139   +0 18 58.6
 KV5135;UTM  18      - 4,452,322.483   584,223.465   MT  0.99968732   +0 38 20.9
 KV5135
 KV5135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5135!SPC NJ       -   0.99999745  x   0.99992139  =   0.99991884
 KV5135!UTM  18      -   0.99999745  x   0.99968732  =   0.99968477
 KV5135
 KV5135:                Primary Azimuth Mark                     Grid Az
 KV5135:SPC NJ       -  HIGHLANDS NORTH RADAR DOME               003 43 33.8
 KV5135:UTM  18      -  HIGHLANDS NORTH RADAR DOME               003 24 11.5
 KV5135
 KV5135|---------------------------------------------------------------------|
 KV5135| PID    Reference Object                     Distance      Geod. Az  |
 KV5135|                                                           dddmmss.s |
 KV5135| KU2801 HIGHLANDS NORTH RADAR DOME          APPROX.19.4 KM 0040232.4 |
 KV5135| KV5122 ALLENHURST TANK                     APPROX. 2.0 KM 0050449.3 |
 KV5135| CB5872 ELECTRIC RM 1                         1.405 METERS 01407     |
 KV5135| CB5873 ELECTRIC RM 2                         1.652 METERS 10536     |
 KV5135| KV5270 BAY HEAD WATER TANK                 APPROX.16.8 KM 1901602.5 |
 KV5135| KV5278 POINT PLEASANT MUNICIPAL TANK       APPROX.14.9 KM 1920731.2 |
 KV5135| KV5279 POINT PLEASANT STANDPIPE            APPROX.14.7 KM 1921235.5 |
 KV5135| KV5277 POINT PLEASANT NJ POWER MAST        APPROX.14.7 KM 1921519.0 |
 KV5135| KV5212 SPRING LAKE EAST TANK               APPROX. 7.2 KM 1924417.5 |
 KV5135| CB5874 ELECTRIC RM 3                         3.562 METERS 19419     |
 KV5135| KV5187 SPRING LAKE PUMPING STATION TK      APPROX. 8.2 KM 1953931.7 |
 KV5135| KV5185 SPRING LAKE HEIGHTS TANK            APPROX. 8.2 KM 1960011.0 |
 KV5135| KV5284 POINT PLEASANT NEW EAST TANK        APPROX.15.6 KM 1973301.7 |
 KV5135| KV5287 POINT PLEASANT NEW WEST TANK        APPROX.15.9 KM 1984538.8 |
 KV5135| KV5218 MANASQUAN WATER TANK                APPROX.11.5 KM 2002905.9 |
 KV5135| KV5145 AVON WATER TANK                     APPROX. 2.8 KM 2013122.9 |
 KV5135| KV5177 SPRING LAKE WEST TANK               APPROX. 8.3 KM 2052324.3 |
 KV5135| KV5176 WALL TOWNSHIP WATER TOWER           APPROX. 6.0 KM 2293241.6 |
 KV5135| KV5146 EVANS SIGNAL LAB RADIO MAST         APPROX. 5.7 KM 2371816.4 |
 KV5135| KV5191 WEST GROVE STANDPIPE                APPROX. 1.7 KM 2382435.7 |
 KV5135| KV5133 CLUB TANK                           APPROX. 6.1 KM 2703419.4 |
 KV5135| KV5132 NEPTUNE RADIO STA WJLK TOWER        APPROX. 2.8 KM 2723333.3 |
 KV5135| KV5129 NEPTUNE MICROWAVE RELAY TOWER       APPROX. 3.9 KM 2825206.2 |
 KV5135| CB5875 ELECTRIC RM 4                         7.870 METERS 28522     |
 KV5135| KV5181 OAKHURST US ARMY TOWER              APPROX. 3.7 KM 3121521.5 |
 KV5135|---------------------------------------------------------------------|
 KV5135
 KV5135                          SUPERSEDED SURVEY CONTROL
 KV5135
 KV5135  ELLIP H (05/14/99)   16.25   (m)                       GP(       ) 4 1
 KV5135  NAD 83(1992)-  40 13 01.52935(N)    074 00 36.64179(W) AD(       ) 1
 KV5135  ELLIP H (05/22/95)   16.27   (m)                       GP(       ) 3 1
 KV5135  NAD 83(1986)-  40 13 01.52904(N)    074 00 36.63477(W) AD(       ) 1
 KV5135  NAD 27      -  40 13 01.12260(N)    074 00 38.13740(W) AD(       ) 1
 KV5135  NGVD 29 (03/28/90)   49.4    (m)          162.     (f) VERT ANG       
 KV5135
 KV5135.Superseded values are not recommended for survey control.
 KV5135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5135.See file dsdata.txt to determine how the superseded data were derived.
 KV5135
 KV5135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8422352322(NAD 83)
 KV5135_MARKER: DS = TRIANGULATION STATION DISK
 KV5135_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV5135_STAMPING: ELECTRIC 1932
 KV5135_MARK LOGO: CGS   
 KV5135_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5135+STABILITY: SURFACE MOTION
 KV5135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5135+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1994
 KV5135
 KV5135  HISTORY     - Date     Condition        Report By
 KV5135  HISTORY     - 1932     MONUMENTED       CGS
 KV5135  HISTORY     - 1932     GOOD             CGS
 KV5135  HISTORY     - 1933     GOOD             CGS
 KV5135  HISTORY     - 1934     GOOD             CGS
 KV5135  HISTORY     - 1944     GOOD             CGS
 KV5135  HISTORY     - 1947     GOOD             CGS
 KV5135  HISTORY     - 1962     GOOD             CGS
 KV5135  HISTORY     - 1962     GOOD             CGS
 KV5135  HISTORY     - 1984     GOOD             USPSQD
 KV5135  HISTORY     - 1988     GOOD             LOCSUR
 KV5135  HISTORY     - 19881023 GOOD             NJGS
 KV5135  HISTORY     - 19940701 GOOD             NJGS
 KV5135
 KV5135                          STATION DESCRIPTION
 KV5135
 KV5135'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 KV5135'LOCATED ON THE NE CORNER OF THE ELEVATOR MOTOR HOUSE ON TOP OF
 KV5135'THE JERSEY CENTRAL LIGHT AND POWER COMPANYS BUILDING, IN ASBURY
 KV5135'PARK, NEW JERSEY.  THIS BUILDING IS LOCATED AT THE CORNER OF
 KV5135'BANGS AVENUE AND EMORY STREET, ASBURY PARK.
 KV5135'
 KV5135'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 KV5135'CONCRETE.
 KV5135'
 KV5135'FOUR REFERENCE MARKS ARE LOCATED AS FOLLOWS--REFERENCE MARK
 KV5135'NO.1 IN THE COPING 4.61 FEET N OF STATION.  REFERENCE MARK NO.2
 KV5135'IN THE COPING 4.05 FEET E OF STATION.  REFERENCE MARK NO.3 IN
 KV5135'THE COPING 11.68 FEET S OF STATION.  REFERENCE MARK NO.4 IN THE
 KV5135'COPING 25.79 FEET W OF STATION.
 KV5135'
 KV5135'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 KV5135
 KV5135                          STATION RECOVERY (1932)
 KV5135
 KV5135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 KV5135'RECOVERED IN GOOD CONDITION.
 KV5135
 KV5135                          STATION RECOVERY (1933)
 KV5135
 KV5135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (PCD)
 KV5135'LOCATED ON THE NE CORNER OF THE ELEVATOR MOTOR HOUSE ON TOP OF
 KV5135'THE JERSEY CENTRAL LIGHT AND POWER COMPANYS BUILDING IN ASBURY
 KV5135'PARK, NEW JERSEY.  THIS BUILDING IS LOCATED AT THE CORNER OF
 KV5135'BANGS AVENUE AND EMORY STREET, ASBURY PARK.
 KV5135'
 KV5135'FOUR REFERENCE MARKS ARE LOCATED AS FOLLOWS--REFERENCE MARK
 KV5135'NO.1 IN THE COPING 4.61 FEET N OF STATION.  REFERENCE MARK NO.2
 KV5135'IN THE COPING 4.05 FEET E OF STATION.  REFERENCE MARK NO.3 IN
 KV5135'THE COPING 11.68 FEET S OF THE STATION.  REFERENCE MARK O.4 IN
 KV5135'THE COPING 25.79 FEET W OF THE STATION.
 KV5135'
 KV5135'MARK FOUND AS IN THE ORIGINAL DESCRIPTION GIVEN ABOVE.  CONDITION
 KV5135'GOOD.
 KV5135
 KV5135                          STATION RECOVERY (1934)
 KV5135
 KV5135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5135'RECOVERED AS DESCRIBED.  STATION AND REFERENCE MARKS IN GOOD
 KV5135'CONDITION.  ORIGINAL DESCRIPTION ADEQUATE AND CORRECT.  A 4-FOOT
 KV5135'SIGNAL WAS USED TO SEE ALL STATIONS.
 KV5135
 KV5135                          STATION RECOVERY (1944)
 KV5135
 KV5135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (LGS)
 KV5135'THE STATION WAS RECOVERED AS DESCRIBED IN 1932 BY C.D.M., AND
 KV5135'ALL MARKS WERE FOUND IN GOOD CONDITION.  A VARIATION WAS FOUND IN
 KV5135'THE DISTANCE TO REFERENCE MARK 2 AND A CLOSE CHECK WAS MADE AT
 KV5135'THE TIME OF OBSERVATIONS.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 KV5135'
 KV5135'THE STATION IS LOCATED IN THE CITY OF ASBURY PARK, ON THE NE
 KV5135'CORNER OF THE ELEVATOR MOTOR HOUSE ON TOP OF THE JERSEY CENTRAL
 KV5135'LIGHT AND POWER COMPANY BUILDING.  THIS BUILDING IS LOCATED IN
 KV5135'THE NW INTERSECTION OF BANGS AVENUE AND EMORY STREET.  THE DISK
 KV5135'IS SET IN A CONCRETE BLOCK 12- BY 7-INCHES AND PROJECTS 1-1/2
 KV5135'INCHES ABOVE ROOF LEVEL.  IT IS STAMPED ELECTRIC 1932.  IT IS A
 KV5135'BRONZE STATION DISK.
 KV5135'
 KV5135'REFERENCE MARK 1 IS 1.411 METERS (4.63 FEET) N OF THE STATION.  THE
 KV5135'DISK IS SET IN A DRILLED HOLE ON THE COPING OF THE ROOF AND IS
 KV5135'STAMPED ELECTRIC 1932 NO 1.
 KV5135'
 KV5135'REFERENCE MARK 2 IS 1.652 METERS (5.42 FEET) E OF THE STATION.  THE
 KV5135'DISK IS SET IN A DRILLED HOLE ON THE COPING OF THE ROOF AND IS
 KV5135'STAMPED ELECTRIC NO 2 1932.
 KV5135'
 KV5135'REFERENCE MARK 3 IS 3.560 METERS (11.68 FEET) S OF THE
 KV5135'STATION.  THE DISK IS SET IN A DRILLED HOLE ON THE COPING OF THE
 KV5135'ROOF AND IS STAMPED ELECTRIC NO 3 1932.
 KV5135'
 KV5135'REFERENCE MARK 4 IS 7.867 METERS (25.81 FEET) W OF THE
 KV5135'STATION.  THE DISK IS SET IN A DRILLED HOLE ON THE COPING OF
 KV5135'THE ROOF AND IS STAMPED ELECTRIC NO 4 1932.
 KV5135'
 KV5135'NOTE--REFERENCE MARKS 1 AND 2 ARE SO NEAR THE STATION THAT THE
 KV5135'DIRECTION OBSERVED WAS POINTED WITH THE FINDER OF THE INSTRUMENT.
 KV5135
 KV5135                          STATION RECOVERY (1947)
 KV5135
 KV5135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CRR)
 KV5135'THE STATION AND FOUR REFERENCE MARKS WERE RECOVERED IN GOOD
 KV5135'CONDITION.  THE DESCRIPTION BY C.D.M. IN 1932 WAS FOUND TO BE
 KV5135'COMPLETE AND ADEQUATE EXCEPT FOR THE DISTANCE TO REFERENCE MARK
 KV5135'2.  THIS DISTANCE SHOULD BE 5.42 FEET INSTEAD OF 4.05 FEET.  THE
 KV5135'5.42 FEET DISTANCE WAS CHECKED BY MR. MANWARING OF THE WATSON
 KV5135'LABORATORIES AND FOUND TO BE CORRECT.
 KV5135
 KV5135                          STATION RECOVERY (1962)
 KV5135
 KV5135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV5135'THE STATION AND ALL MARKS RECOVERED AND FOUND IN GOOD
 KV5135'CONDITION.  THE DESCRIPTION IS ADEQUATE WITH THE EXCEPTION THAT
 KV5135'THE NAME OF THE BUILDING THAT THE STATION IS ON HAS BEEN CHANGED
 KV5135'TO NEW JERSEY NATURAL GAS BUILDING.
 KV5135'
 KV5135'HEIGHT OF LIGHT ABOVE STATION MARK 1.44 METERS.
 KV5135
 KV5135                          STATION RECOVERY (1962)
 KV5135
 KV5135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5135'STATION MARK AND ALL 4 RMS RECOVERED IN GOOD CONDITION AS
 KV5135'DESCRIBED, EXCEPT THAT THE BUILDING IS OCCUPIED BY NEW JERSEY
 KV5135'NATURAL GAS RATHER THAN J.C.P. AND L. CO.
 KV5135
 KV5135                          STATION RECOVERY (1984)
 KV5135
 KV5135'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5135'STATION FOUND GOOD.
 KV5135'
 KV5135'STATION, RM 1, RM 2, RM 3, AND RM 4 ALL RECOVERED AS DESCRIBED.  ALL
 KV5135'MARKS ARE ON TOP OF SMALL ELEVATOR MOTOR BUILDING WHICH IS BUILT
 KV5135'ON THE ROOF OF AN 11 STORY OFFICE BUILDING.  MOTOR BUILDING IS
 KV5135'ABOUT 20 FEET HIGH AND TOP OF IT IS ACCESSIBLE BY AN ATTACHED
 KV5135'PERMANENT METAL LADDER.
 KV5135
 KV5135                          STATION RECOVERY (1988)
 KV5135
 KV5135'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (JF)
 KV5135'RECOVERED IN GOOD CONDITION.
 KV5135
 KV5135                          STATION RECOVERY (1988)
 KV5135
 KV5135'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV5135'THE STATION AND REFERENCE MARKS 1,2,3 AND 4 WERE RECOVERED AT THIS
 KV5135'DATE.  THE STATION SET IN A 8 X 12 INCH CONCRETE BLOCK WAS FOUND
 KV5135'LOOSE.  THE BLOCK WAS REATTACHED TO THE ROOF BY EPOXY CEMENT.
 KV5135'DISTANCES TO THE REFERENCE MARKS AGREED WITH MOST OF THE PREVIOUS
 KV5135'MEASUREMENTS WITHIN A MILLIMETER EXCEPT THE MEASUREMENT TO REFERENCE
 KV5135'MARK 4 WHICH WAS 3 MILLIMETERS LONGER.  THE STATION IS AT THE
 KV5135'NORTHWEST CORNER OF BANGS AVENUE AND EMORY STREET IN ASBURY PARK AT
 KV5135'THE TOP OF THE HIGHEST ROOF.  THE BUILDING IS OWNED BY 601 ASSOCIATES
 KV5135'OF 601 BANGS AVENUE.  MR. RALPH CAMPBELL 201 775 6520 IS THE OWNER
 KV5135'AND THE SECURITY GUARD CAN BE REACHED AT 201 776 8073.  THE FOUR
 KV5135'REFERENCE MARKS ARE LOCATED AS FOLLOWS, REFERENCE MARK NUMBER 1,
 KV5135'STAMPED ELECTRIC 1932 NO 1, IS SET NORTH OF THE STATION IN A DRILLED
 KV5135'HOLE ON THE COPING OF THE ROOF, REFERENCE MARK NUMBER 2, STAMPED
 KV5135'ELECTRIC NO 2 1932, IS SET EAST OF THE STATION IN A DRILLED HOLE ON
 KV5135'THE COPING OF THE ROOF, REFERENCE MARK NUMBER 3, STAMPED ELECTRIC NO
 KV5135'3 1932, IS SET SOUTH OF THE STATION IN A DRILLED HOLE ON THE COPING
 KV5135'OF THE ROOF, REFERENCE MARK NUMBER 4, STAMPED ELECTRIC NO 4 1932, IS
 KV5135'SET WEST OF THE STATION IN A DRILLED HOLE IN THE COPING OF THE ROOF.
 KV5135
 KV5135                          STATION RECOVERY (1994)
 KV5135
 KV5135'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 KV5135'THE STATION IS LOCATED IN THE CITY OF ASBURY PARK AT THE NORTHWEST
 KV5135'CORNER OF BANGS AVENUE AND EMORY AVENUE ON THE TOP OF THE ROOF OF THE
 KV5135'ELEVATOR HOUSE OF A BUILDING OWNED BY 601 ASSOCIATES, OWNER, MR. RALPH
 KV5135'CAMPBELL, PHONE  908 775 6520.  PERMISSION TO OCCUPY THE STATION CAN
 KV5135'BE ARRANGED THROUGH BUILDING SECURITY, PHONE  908 776 8073.  THE
 KV5135'STATION IS SET FLUSH IN A EIGHT INCH BY 12 INCH CONCRETE MONUMENT.
 KV5135'REFERENCE MARK NUMBERS 1,2 3 AND 4 WERE RECOVERED AT THIS TIME.  THE
 KV5135'FOUR REFERENCE MARKS ARE LOCATED AS FOLLOWS, REFERENCE MARK NUMBER 1,
 KV5135'STAMPED ELECTRIC 1932 NO 1, IS SET NORTH OF THE STATION IN A DRILLED
 KV5135'HOLE ON THE COPING OF THE ROOF, REFERENCE MARK NUMBER 2, STAMPED
 KV5135'ELECTRIC NO 2 1932, IS SET EAST OF THE STATION IN A DRILLED HOLE ON
 KV5135'THE COPING OF THE ROOF, REFERENCE MARK NUMBER 3, STAMPED ELECTRIC NO 3
 KV5135'1932, IS SET SOUTH OF THE STATION IN A DRILLED HOLE ON THE COPING OF
 KV5135'THE ROOF, REFERENCE MARK NUMBER 4, STAMPED ELECTRIC NO 4 1932, IS SET
 KV5135'WEST OF THE STATION IN A DRILLED HOLE IN THE COPING OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0073 ***********************************************************************
 KV0073  DESIGNATION -  ELIZABETH
 KV0073  PID         -  KV0073
 KV0073  STATE/COUNTY-  NJ/UNION
 KV0073  USGS QUAD   -  ELIZABETH (1995)
 KV0073
 KV0073                         *CURRENT SURVEY CONTROL
 KV0073  ___________________________________________________________________
 KV0073* NAD 83(1986)-  40 40 15.     (N)    074 12 56.     (W)     SCALED    
 KV0073* NAVD 88     -         9.779  (meters)      32.08   (feet)  ADJUSTED  
 KV0073  ___________________________________________________________________
 KV0073  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV0073  DYNAMIC HT  -           9.775 (meters)      32.07  (feet)  COMP
 KV0073  MODELED GRAV-     980,217.5   (mgal)                       NAVD 88
 KV0073
 KV0073  VERT ORDER  -  FIRST     CLASS I
 KV0073
 KV0073.The horizontal coordinates were scaled from a topographic map and have
 KV0073.an estimated accuracy of +/- 6 seconds.
 KV0073
 KV0073.The orthometric height was determined by differential leveling
 KV0073.and adjusted by the National Geodetic Survey in June 1991..
 KV0073
 KV0073.The geoid height was determined by GEOID03.
 KV0073
 KV0073.The dynamic height is computed by dividing the NAVD 88
 KV0073.geopotential number by the normal gravity value computed on the
 KV0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0073.degrees latitude (g = 980.6199 gals.).
 KV0073
 KV0073.The modeled gravity was interpolated from observed gravity values.
 KV0073
 KV0073;                    North         East    Units  Estimated Accuracy
 KV0073;SPC NJ       -   204,040.      174,050.      MT  (+/- 180 meters Scaled)
 KV0073
 KV0073                          SUPERSEDED SURVEY CONTROL
 KV0073
 KV0073  NGVD 29 (04/16/92)   10.113  (m)           33.18   (f) ADJUSTED    1 1
 KV0073
 KV0073.Superseded values are not recommended for survey control.
 KV0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0073.See file dsdata.txt to determine how the superseded data were derived.
 KV0073
 KV0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL663025(NAD 83)
 KV0073_MARKER: DB = BENCH MARK DISK
 KV0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0073_SP_SET: STEP
 KV0073_STAMPING: ELIZABETH 1933 33.182
 KV0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0073+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2003
 KV0073
 KV0073  HISTORY     - Date     Condition        Report By
 KV0073  HISTORY     - 1933     MONUMENTED       CGS
 KV0073  HISTORY     - 1965     GOOD             CGS
 KV0073  HISTORY     - 1976     GOOD             NGS
 KV0073  HISTORY     - 1982     GOOD             NJGS
 KV0073  HISTORY     - 19940524 GOOD             USPSQD
 KV0073  HISTORY     - 20010419 GOOD             USPSQD
 KV0073  HISTORY     - 20030120 GOOD             INDIV
 KV0073
 KV0073                          STATION DESCRIPTION
 KV0073
 KV0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0073'AT ELIZABETH.
 KV0073'AT ELIZABETH, IN A SMALL PARK NEAR THE JUNCTION OF NORTH BROAD
 KV0073'STREET, PRINCE STREET AND WESTMINISTER AVENUE, SET IN THE TOP
 KV0073'AT THE EAST CORNER OF THE BOTTOM STEP OF THE CIVIL WAR MONUMENT,
 KV0073'0.5 FOOT NORTHWEST OF THE BASE OF THE EAST CORNER OF THE SECOND
 KV0073'STEP OF THE BASE OF THE MONUMENT AND ABOUT 4 FEET ABOVE THE LEVEL
 KV0073'OF THE STREET.
 KV0073
 KV0073                          STATION RECOVERY (1976)
 KV0073
 KV0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KV0073'RECOVERED IN GOOD CONDITION.
 KV0073
 KV0073                          STATION RECOVERY (1982)
 KV0073
 KV0073'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1982
 KV0073'RECOVERED IN GOOD CONDITION.
 KV0073
 KV0073                          STATION RECOVERY (1994)
 KV0073
 KV0073'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0073'RECOVERED IN GOOD CONDITION.
 KV0073
 KV0073                          STATION RECOVERY (2001)
 KV0073
 KV0073'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV0073'RECOVERED IN GOOD CONDITION.
 KV0073
 KV0073                          STATION RECOVERY (2003)
 KV0073
 KV0073'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RFH)
 KV0073'RECOVERED AS DESCRIBED BY MACDEL ENGINEERING, P.C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4785 ***********************************************************************
 KV4785  DESIGNATION -  ELIZABETH
 KV4785  PID         -  KV4785
 KV4785  STATE/COUNTY-  NJ/UNION
 KV4785  USGS QUAD   -  ELIZABETH (1995)
 KV4785
 KV4785                         *CURRENT SURVEY CONTROL
 KV4785  ___________________________________________________________________
 KV4785* NAD 83(1996)-  40 39 43.40749(N)    074 12 57.47852(W)     ADJUSTED  
 KV4785* NAVD 88     -        73.7    (meters)     242.     (feet)  GPS OBS   
 KV4785  ___________________________________________________________________
 KV4785  X           -   1,317,942.078 (meters)                     COMP
 KV4785  Y           -  -4,662,467.316 (meters)                     COMP
 KV4785  Z           -   4,134,054.384 (meters)                     COMP
 KV4785  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 KV4785  ELLIP HEIGHT-          41.30  (meters)          (10/23/02) GPS OBS
 KV4785  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV4785
 KV4785  HORZ ORDER  -  FIRST
 KV4785  ELLP ORDER  -  FOURTH    CLASS I
 KV4785
 KV4785.The horizontal coordinates were established by GPS observations
 KV4785.and adjusted by the National Geodetic Survey in May 1999..
 KV4785
 KV4785.The orthometric height was determined by GPS observations and a
 KV4785.high-resolution geoid model.
 KV4785
 KV4785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4785
 KV4785.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4785
 KV4785.The ellipsoidal height was determined by GPS observations
 KV4785.and is referenced to NAD 83.
 KV4785
 KV4785.The geoid height was determined by GEOID03.
 KV4785
 KV4785;                    North         East     Units Scale Factor Converg.
 KV4785;SPC NJ       -   203,061.389   174,016.485   MT  0.99990710   +0 11 06.3
 KV4785;SPC NJ       -   666,210.57    570,919.08   sFT  0.99990710   +0 11 06.3
 KV4785;SPC NY L     -    55,033.488   281,737.164   MT  1.00000026   -0 08 28.5
 KV4785;SPC NY L     -   180,555.70    924,332.68   sFT  1.00000026   -0 08 28.5
 KV4785;UTM  18      - 4,501,538.831   566,274.389   MT  0.99965406   +0 30 39.2
 KV4785
 KV4785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4785!SPC NJ       -   0.99999352  x   0.99990710  =   0.99990062
 KV4785!SPC NY L     -   0.99999352  x   1.00000026  =   0.99999378
 KV4785!UTM  18      -   0.99999352  x   0.99965406  =   0.99964758
 KV4785
 KV4785|---------------------------------------------------------------------|
 KV4785| PID    Reference Object                     Distance      Geod. Az  |
 KV4785|                                                           dddmmss.s |
 KV4785| KV4787 ELIZABETH ECC 1933                    1.024 METERS 07401     |
 KV4785| CB5493 RARITAN BAY CHURCH L SPIRE                         1134621.1 |
 KV4785| CB5876 ELIZABETH RM 1                        1.104 METERS 20637     |
 KV4785| CB5877 ELIZABETH RM 2                       17.040 METERS 27529     |
 KV4785|---------------------------------------------------------------------|
 KV4785
 KV4785                          SUPERSEDED SURVEY CONTROL
 KV4785
 KV4785  ELLIP H (05/14/99)   41.31   (m)                       GP(       ) 4 1
 KV4785  NAD 83(1996)-  40 39 43.40724(N)    074 12 57.47895(W) AD(       ) 1
 KV4785  NAD 83(1986)-  40 39 43.40621(N)    074 12 57.48061(W) AD(       ) 1
 KV4785  NAD 83(1986)-  40 39 43.40607(N)    074 12 57.47660(W) AD(       ) 1
 KV4785  NAD 27      -  40 39 43.03700(N)    074 12 58.95400(W) AD(       ) 1
 KV4785
 KV4785.Superseded values are not recommended for survey control.
 KV4785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4785.See file dsdata.txt to determine how the superseded data were derived.
 KV4785
 KV4785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6627401539(NAD 83)
 KV4785_MARKER: Z = SEE DESCRIPTION
 KV4785_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV4785_SP_SET: ROOFTOP FLOOR
 KV4785_MARK LOGO: CGS   
 KV4785_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV4785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4785+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1992
 KV4785
 KV4785  HISTORY     - Date     Condition        Report By
 KV4785  HISTORY     - 1933     MONUMENTED       CGS
 KV4785  HISTORY     - 1933     GOOD             CGS
 KV4785  HISTORY     - 1934     SEE DESCRIPTION  NJGS
 KV4785  HISTORY     - 1935     GOOD             CGS
 KV4785  HISTORY     - 1936     GOOD             CGS
 KV4785  HISTORY     - 1937     GOOD             NJGS
 KV4785  HISTORY     - 19920819 GOOD             NJGS
 KV4785
 KV4785                          STATION DESCRIPTION
 KV4785
 KV4785'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JB)
 KV4785'STATION IS A POINT MARKED BY A NAIL HOLE, 0.790 METER SE OF
 KV4785'THE SE CORNER OF THE BUILDING ON THE TILE FLOOR ON THE
 KV4785'OBSERVATION PLATFORM ON THE TOWER OF THE UNION COUNTY
 KV4785'COURTHOUSE LOCATED AT RAHWAY AND S UNION STREETS, ELIZABETH.
 KV4785'
 KV4785'ELIZABETH ECCENTRIC IS MARKED BY A STANDARD TRIANGULATION
 KV4785'STATION DISK STAMPED ELIZABETH ECC. AND LOCATED ON THE COPING
 KV4785'OF THE BUILDING NEAR THE STATION.
 KV4785'
 KV4785'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD DISKS LOCATED ON
 KV4785'THE COPING AT THE CORNERS OF THE BUILDING.
 KV4785'
 KV4785'AZIMUTH MARK IS THE LEFT SPIRE OF TWIN SPIRES ON PROMINENT
 KV4785'CHURCH ABOUT 1 MILE E NEAR RARITAN BAY.
 KV4785
 KV4785                          STATION RECOVERY (1933)
 KV4785
 KV4785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 KV4785'RECOVERED IN GOOD CONDITION.
 KV4785
 KV4785                          STATION RECOVERY (1934)
 KV4785
 KV4785'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1934
 KV4785'REFERENCE MARKS RECOVERED IN GOOD CONDITION AS PER ORIGINAL
 KV4785'DESCRIPTION.  STATION, WHICH WAS A POINT MARKED BY A NAIL HOLE
 KV4785'ON THE TILE FLOOR ON OBSERVATION PLATFORM ON TOWER OF UNION
 KV4785'COUNTY COURTHOUSE, COULD NOT BE FOUND AND A NEW DRILL HOLE,
 KV4785'FITTING THE MEASUREMENTS OF THE ORIGINAL DESCRIPTION, WAS
 KV4785'ESTABLISHED.
 KV4785
 KV4785                          STATION RECOVERY (1935)
 KV4785
 KV4785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV4785'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 KV4785'AS DESCRIBED WITH THE FOLLOWING NOTES--
 KV4785'
 KV4785'NEAR THE NAIL HOLE WHICH IS THE STATION ELIZABETH THERE WAS A
 KV4785'SMALLER HOLE WITH A CROSS.  THIS HOLE DOES NOT CHECK MEASUREMENTS
 KV4785'WITH THE STATION MARK AND IS BELIEVED TO HAVE BEEN PUT HERE SINCE
 KV4785'THE STATION WAS ESTABLISHED AND WAS DISREGARDED AT THIS TIME.
 KV4785'
 KV4785'REFERENCE MARK NO.1 IS 1.102 METERS (3.62 FEET) SSW OF THE
 KV4785'STATION.  OTHERWISE AS DESCRIBED.
 KV4785'
 KV4785'REFERENCE MARK NO.2 IS 17.040 METERS (55.91 FEET) W OF THE
 KV4785'STATION.  OTHERWISE AS DESCRIBED.
 KV4785
 KV4785                          STATION RECOVERY (1936)
 KV4785
 KV4785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JPL)
 KV4785'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 KV4785'AS DESCRIBED.  TWO HOLES WERE FOUND AT THE STATION SITE.  ONE OF
 KV4785'THE HOLES DID NOT CHECK THE MEASUREMENTS AND THE HOLE THAT
 KV4785'CHECKED THE MEASUREMENTS WAS USED.  THE HOLE THAT IS MARKED BY
 KV4785'A CROSS SHOULD BE DISREGARDED.  IT DOES NOT CHECK MEASUREMENTS
 KV4785'AND POSSIBLY WAS MARKED BY SOMEONE MAKING AN ECCENTRIC SET-UP
 KV4785'AT THE STATION OR EITHER THE LIGHT WAS SHOWN ECCENTRICALLY AND
 KV4785'A MARK MADE TO DETERMINE DIRECTION AND DISTANCE FROM TRUE
 KV4785'STATION.  THE MARK IS FAIRLY SMALL AND CANNOT BE MISTAKEN FOR
 KV4785'THE STATION IF MEASUREMENTS ARE MADE IN ACCORDANCE WITH THE
 KV4785'ORIGINAL DESCRIPTION.
 KV4785'
 KV4785'THE DISTANCES TO REFERENCE MARK NO.1 AND REFERENCE MARK NO.2
 KV4785'HAVE BEEN CHECKED AND FOUND TO BE CORRECT.
 KV4785
 KV4785                          STATION RECOVERY (1937)
 KV4785
 KV4785'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1937
 KV4785'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV4785
 KV4785                          STATION RECOVERY (1992)
 KV4785
 KV4785'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV4785'THE STATION IS LOCATED IN THE CITY OF ELIZABETH.  THE STATION IS A
 KV4785'0.21 M (0.69 FT) DIAMETER BY 0.025 M (0.082 FT) THICK METAL PLATE
 KV4785'WITH A PUNCH HOLE AND A TRIANGLE SCRIBED IN THE CENTER, CEMENTED TO
 KV4785'THE OBSERVATION DECK FLOOR AT THE SOUTH CORNER OF THE UNION COUNTY
 KV4785'COURT HOUSE, A 16 STORY GRANITE BUILDING, LOCATED ON THE NORTHWEST
 KV4785'CORNER OF THE JUNCTION OF SOUTH BROAD STREET AND ELIZABETH AVENUE.
 KV4785'THE ORIGINAL STATION, A DRILL HOLE IN THE DECK WAS COVERED OVER.
 KV4785'THE POSITION WAS REESTABLISHED USING A MEASURED DISTANCE OF 1.104 M
 KV4785'(3.622 FT) FROM REFERENCE MARK 1, LOCATED ON THE TOP OF THE SOUTHWEST
 KV4785'COPING WALL AND A MEASURED DISTANCE OF 1.015 M (3.330 FT) FROM
 KV4785'ELIZABETH ECCENTRIC, LOCATED ON THE NORTHEAST COPING WALL.  THE
 KV4785'MEASURED DISTANCE OF 17.064 M (55.984 FT) WAS OBTAINED TO REFERENCE
 KV4785'MARK 2, LOCATED ON NORTHWEST COPING WALL.  THE PUBLISHED DISTANCE TO
 KV4785'REFERENCE MARK 2 WAS 17.040 M. (55.905 FT)  ACCESS TO TOWER AND
 KV4785'PERMISSION TO OCCUPY THE STATION MUST BE OBTAINED FROM MR. VINCENT
 KV4785'ORSI, SUPERVISOR OF MAINTENANCE AND REPAIR, DIVISION OF BUILDING AND
 KV4785'GROUNDS, LOCATED ON THE NORTH SIDE OF THE TOWER BUILDING, PHONE  201
 KV4785'527 4240.  TO REACH THE STATION FROM THE DIVISION OF BUILDING AND
 KV4785'GROUNDS, TAKE THE TOWER BUILDING ELEVATOR TO THE FOURTEENTH FLOOR,
 KV4785'EXIT ELEVATOR AND TAKE ANOTHER ELEVATOR TO THE SIXTEENTH FLOOR, EXIT
 KV4785'ELEVATOR AND TAKE THE DOOR ON THE RIGHT, PASS THROUGH THE DOOR AND GO
 KV4785'THROUGH DOORWAY LEADING TO A WALKWAY ON THE OUTSIDE OF THE BUILDING.
 KV4785'TURN RIGHT AND GO TO THE SOUTHEAST CORNER AND THE STATION ON THE
 KV4785'FLOOR.  THE STATION IS ALSO 0.79 M (2.59 FT) SOUTH OF THE SOUTH
 KV4785'CORNER OF THE TOWER BUILDING.  THERE IS AMPLE FOOTING FOR A TRIPOD
 KV4785'SETUP AND A COMMANDING VIEW FROM THE NORTHEAST, SOUTH TO THE
 KV4785'NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4753 ***********************************************************************
 KV4753  DESIGNATION -  ELIZABETH ALBENDER BLDG FLAG
 KV4753  PID         -  KV4753
 KV4753  STATE/COUNTY-  NJ/UNION
 KV4753  USGS QUAD   -  ELIZABETH (1995)
 KV4753
 KV4753                         *CURRENT SURVEY CONTROL
 KV4753  ___________________________________________________________________
 KV4753* NAD 83(1996)-  40 39 54.08752(N)    074 12 47.77864(W)     ADJUSTED  
 KV4753* NAVD 88     -                                                        
 KV4753  ___________________________________________________________________
 KV4753  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 KV4753  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV4753
 KV4753  HORZ ORDER  -  THIRD
 KV4753
 KV4753.The horizontal coordinates were established by classical geodetic methods
 KV4753.and adjusted by the National Geodetic Survey in September 1999..
 KV4753
 KV4753
 KV4753.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4753
 KV4753.The geoid height was determined by GEOID03.
 KV4753
 KV4753;                    North         East     Units Scale Factor Converg.
 KV4753;SPC NJ       -   203,391.538   174,243.237   MT  0.99990723   +0 11 12.6
 KV4753;SPC NJ       -   667,293.74    571,663.02   sFT  0.99990723   +0 11 12.6
 KV4753;SPC NY L     -    55,362.370   281,965.814   MT  1.00000009   -0 08 22.2
 KV4753;SPC NY L     -   181,634.71    925,082.84   sFT  1.00000009   -0 08 22.2
 KV4753;UTM  18      - 4,501,870.180   566,499.204   MT  0.99965443   +0 30 45.6
 KV4753
 KV4753                          SUPERSEDED SURVEY CONTROL
 KV4753
 KV4753  NAD 83(1996)-  40 39 54.08745(N)    074 12 47.77850(W) AD(       ) 4
 KV4753  NAD 83(1986)-  40 39 54.08472(N)    074 12 47.77620(W) AD(       ) 4
 KV4753  NAD 27      -  40 39 53.71600(N)    074 12 49.25200(W) AD(       ) 3
 KV4753
 KV4753.Superseded values are not recommended for survey control.
 KV4753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4753.See file dsdata.txt to determine how the superseded data were derived.
 KV4753
 KV4753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6649901870(NAD 83)
 KV4753_MARKER: 62 = FLAGPOLE
 KV4753
 KV4753  HISTORY     - Date     Condition        Report By
 KV4753  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4753
 KV4753                          STATION DESCRIPTION
 KV4753
 KV4753'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4753'THE FLAGPOLE IN ELIZABETH, ON THE NW CORNER OF JEFFERSON AVENUE
 KV4753'AND E JERSEY STREET ATOP THE ALBENDER BUILDING, RISING FROM THE E
 KV4753'JERSEY STREET SIDE OF THE ROOF OF THIS 12-STORY CONCRETE BLOCK AND
 KV4753'RED BRICK BUILDING.  IT IS A STEEL FLAGPOLE.
 KV4753'
 KV4753'THE STATION IS THE BASE OF THE FLAGPOLE, APPROXIMATELY 150 FEET
 KV4753'ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4714 ***********************************************************************
 KV4714  DESIGNATION -  ELIZABETH EAST SPIRE
 KV4714  PID         -  KV4714
 KV4714  STATE/COUNTY-  NJ/UNION
 KV4714  USGS QUAD   -  ELIZABETH (1995)
 KV4714
 KV4714                         *CURRENT SURVEY CONTROL
 KV4714  ___________________________________________________________________
 KV4714* NAD 83(1996)-  40 39 07.49378(N)    074 11 11.34580(W)     ADJUSTED  
 KV4714* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 KV4714  ___________________________________________________________________
 KV4714  LAPLACE CORR-           5.77  (seconds)                    DEFLEC99
 KV4714  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV4714
 KV4714  HORZ ORDER  -  SECOND
 KV4714
 KV4714.The horizontal coordinates were established by classical geodetic methods
 KV4714.and adjusted by the National Geodetic Survey in September 1999..
 KV4714
 KV4714.The orthometric height was scaled from a topographic map.
 KV4714
 KV4714.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4714
 KV4714.The geoid height was determined by GEOID03.
 KV4714
 KV4714;                    North         East     Units Scale Factor Converg.
 KV4714;SPC NJ       -   201,962.156   176,513.231   MT  0.99990865   +0 12 15.3
 KV4714;SPC NJ       -   662,604.17    579,110.49   sFT  0.99990865   +0 12 15.3
 KV4714;SPC NY L     -    53,919.952   284,227.840   MT  1.00000084   -0 07 19.1
 KV4714;SPC NY L     -   176,902.38    932,504.17   sFT  1.00000084   -0 07 19.1
 KV4714;UTM  18      - 4,500,454.086   568,776.715   MT  0.99965822   +0 31 48.0
 KV4714
 KV4714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4714!SPC NJ       -   1.00000340  x   0.99990865  =   0.99991205
 KV4714!SPC NY L     -   1.00000340  x   1.00000084  =   1.00000424
 KV4714!UTM  18      -   1.00000340  x   0.99965822  =   0.99966162
 KV4714
 KV4714                          SUPERSEDED SURVEY CONTROL
 KV4714
 KV4714  NAD 83(1996)-  40 39 07.49374(N)    074 11 11.34579(W) AD(       ) 2
 KV4714  NAD 83(1986)-  40 39 07.49186(N)    074 11 11.34490(W) AD(       ) 2
 KV4714  NAD 27      -  40 39 07.12100(N)    074 11 12.82400(W) AD(       ) 2
 KV4714
 KV4714.Superseded values are not recommended for survey control.
 KV4714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4714.See file dsdata.txt to determine how the superseded data were derived.
 KV4714
 KV4714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6877700454(NAD 83)
 KV4714_MARKER: 90 = CHURCH SPIRE
 KV4714_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4714+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2001
 KV4714
 KV4714  HISTORY     - Date     Condition        Report By
 KV4714  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4714  HISTORY     - 1978     GOOD             NGS
 KV4714  HISTORY     - 19940523 GOOD             USPSQD
 KV4714  HISTORY     - 20010315 GOOD             PORANY
 KV4714
 KV4714                          STATION DESCRIPTION
 KV4714
 KV4714'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4714'THIS STATION IS W OF THE JUNCTION OF ARTHUR KILL AND NEWARK BAY,
 KV4714'ON THE W SIDE OF SECOND STREET BETWEEN MAGNOLIA AVENUE AND
 KV4714'COURT STREET IN ELIZABETH.  IT IS THE EASTERLY OF THE VERY
 KV4714'PROMINENT TWIN SPIRES OF ST. PATRICKS CATHOLIC CHURCH, A
 KV4714'LARGE BROWN STONE STRUCTURE.
 KV4714'
 KV4714'STATION IS THE SPIRE-APEX, APPROXIMATELY 200 FEET ABOVE
 KV4714'GROUND.
 KV4714'
 KV4714'THIS STATION WAS NOT OCCUPIED.
 KV4714
 KV4714                          STATION RECOVERY (1978)
 KV4714
 KV4714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KV4714'THE SPIRE WAS RECOVERED IN GOOD CONDITION.  THE TWO SPIRES SET IN
 KV4714'A NORTHWEST AND SOUTHEAST DIRECTION.  THE 1931 DESCRIPTION IS
 KV4714'ADEQUATE.
 KV4714'
 KV4714'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ELIZABETH.
 KV4714
 KV4714                          STATION RECOVERY (1994)
 KV4714
 KV4714'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4714'RECOVERED IN GOOD CONDITION.
 KV4714
 KV4714                          STATION RECOVERY (2001)
 KV4714
 KV4714'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV4714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4787 ***********************************************************************
 KV4787  DESIGNATION -  ELIZABETH ECC 1933
 KV4787  PID         -  KV4787
 KV4787  STATE/COUNTY-  NJ/UNION
 KV4787  USGS QUAD   -  ELIZABETH (1995)
 KV4787
 KV4787                         *CURRENT SURVEY CONTROL
 KV4787  ___________________________________________________________________
 KV4787* NAD 83(1996)-  40 39 43.41663(N)    074 12 57.43662(W)     ADJUSTED  
 KV4787* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 KV4787  ___________________________________________________________________
 KV4787  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 KV4787  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV4787
 KV4787  HORZ ORDER  -  SECOND
 KV4787
 KV4787.The horizontal coordinates were established by classical geodetic methods
 KV4787.and adjusted by the National Geodetic Survey in September 1999..
 KV4787
 KV4787.The orthometric height was scaled from a topographic map.
 KV4787
 KV4787.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4787
 KV4787.The geoid height was determined by GEOID03.
 KV4787
 KV4787;                    North         East     Units Scale Factor Converg.
 KV4787;SPC NJ       -   203,061.674   174,017.468   MT  0.99990710   +0 11 06.3
 KV4787;SPC NJ       -   666,211.51    570,922.31   sFT  0.99990710   +0 11 06.3
 KV4787;SPC NY L     -    55,033.767   281,738.148   MT  1.00000026   -0 08 28.5
 KV4787;SPC NY L     -   180,556.62    924,335.91   sFT  1.00000026   -0 08 28.5
 KV4787;UTM  18      - 4,501,539.122   566,275.371   MT  0.99965406   +0 30 39.2
 KV4787
 KV4787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4787!SPC NJ       -   1.00000420  x   0.99990710  =   0.99991130
 KV4787!SPC NY L     -   1.00000420  x   1.00000026  =   1.00000446
 KV4787!UTM  18      -   1.00000420  x   0.99965406  =   0.99965825
 KV4787
 KV4787                          SUPERSEDED SURVEY CONTROL
 KV4787
 KV4787  NAD 83(1996)-  40 39 43.41638(N)    074 12 57.43704(W) AD(       ) 2
 KV4787  NAD 83(1986)-  40 39 43.41520(N)    074 12 57.43484(W) AD(       ) 2
 KV4787  NAD 27      -  40 39 43.04600(N)    074 12 58.91200(W) AD(       ) 2
 KV4787
 KV4787.Superseded values are not recommended for survey control.
 KV4787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4787.See file dsdata.txt to determine how the superseded data were derived.
 KV4787
 KV4787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6627501539(NAD 83)
 KV4787_MARKER: DS = TRIANGULATION STATION DISK
 KV4787_SETTING: 0 = UNSPECIFIED SETTING
 KV4787_STAMPING: ELIZABETH ECC 1933
 KV4787_MARK LOGO: CGS   
 KV4787_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4787+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1992
 KV4787
 KV4787  HISTORY     - Date     Condition        Report By
 KV4787  HISTORY     - 1933     MONUMENTED       CGS
 KV4787  HISTORY     - 1933     GOOD             CGS
 KV4787  HISTORY     - 1956     GOOD             CGS
 KV4787  HISTORY     - 19920213 GOOD             NJGS
 KV4787  HISTORY     - 19940527 GOOD             USPSQD
 KV4787
 KV4787                          STATION DESCRIPTION
 KV4787
 KV4787'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JB)
 KV4787'STATION ELIZABETH IS A POINT MARKED BY A NAIL HOLE, 0.790 METER SE OF
 KV4787'THE SE CORNER OF THE BUILDING ON THE TILE FLOOR ON THE
 KV4787'OBSERVATION PLATFORM ON THE TOWER OF THE UNION COUNTY
 KV4787'COURTHOUSE LOCATED AT RAHWAY AND S UNION STREETS, ELIZABETH.
 KV4787'
 KV4787'ELIZABETH ECCENTRIC IS MARKED BY A STANDARD TRIANGULATION
 KV4787'STATION DISK STAMPED ELIZABETH ECC. AND LOCATED ON THE COPING
 KV4787'OF THE BUILDING NEAR STATION ELIZABETH.
 KV4787
 KV4787                          STATION RECOVERY (1933)
 KV4787
 KV4787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 KV4787'RECOVERED IN GOOD CONDITION.
 KV4787
 KV4787                          STATION RECOVERY (1956)
 KV4787
 KV4787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 KV4787'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 KV4787'CONDITION.  DESCRIPTION IS ADEQUATE.
 KV4787
 KV4787                          STATION RECOVERY (1992)
 KV4787
 KV4787'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV4787'THE STATION IS LOCATED IN THE CITY OF ELIZABETH ON THE SOUTHEAST
 KV4787'CORNER COPING WALL SURROUNDING THE OBSERVATION PLATFORM ON THE
 KV4787'SIXTEENTH FLOOR OF THE UNION COUNTY COURTHOUSE TOWER BUILDING,
 KV4787'LOCATED AT THE JUNCTION OF SOUTH BROAD STREET AND RAHWAY ELIZABETH
 KV4787'AVENUES.  ACCESS TO TOWER AND PERMISSION TO OCCUPY THE STATION MUST
 KV4787'BE OBTAINED FROM MR. VINCENT ORSI, SUPERVISOR OF MAINTENANCE AND
 KV4787'REPAIR, DIVISION OF BUILDING AND GROUNDS, LOCATED ON THE NORTH SIDE
 KV4787'OF THE TOWER BUILDING, PHONE 201 527 4240.  TO REACH THE STATION FROM
 KV4787'THE DIVISION OF BUILDING AND GROUNDS, TAKE THE TOWER BUILDING
 KV4787'ELEVATOR TO THE FOURTEENTH FLOOR, EXIT ELEVATOR AND TAKE ANOTHER
 KV4787'ELEVATOR TO THE SIXTEENTH FLOOR, EXIT ELEVATOR AND TAKE THE DOOR ON
 KV4787'THE RIGHT, PASS THROUGH THE DOOR AND GO THROUGH DOORWAY LEADING TO A
 KV4787'WALKWAY ON THE OUTSIDE OF THE BUILDING. TURN RIGHT AND GO TO THE
 KV4787'SOUTHEAST CORNER AND THE STATION ON THE COPING WALL.  THE STATION IS
 KV4787'EAST OF ELIZABETH NO. 1 1933. A HEAVY TRIVET IS RECOMMENDED IN ORDER
 KV4787'TO OCCUPY THE STATION.
 KV4787
 KV4787                          STATION RECOVERY (1994)
 KV4787
 KV4787'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4730 ***********************************************************************
 KV4730  DESIGNATION -  ELIZABETH ECC 2
 KV4730  PID         -  KV4730
 KV4730  STATE/COUNTY-  NJ/UNION
 KV4730  USGS QUAD   -  ELIZABETH (1995)
 KV4730
 KV4730                         *CURRENT SURVEY CONTROL
 KV4730  ___________________________________________________________________
 KV4730* NAD 83(1996)-  40 39 43.44819(N)    074 12 58.16271(W)     ADJUSTED  
 KV4730* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 KV4730  ___________________________________________________________________
 KV4730  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 KV4730  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV4730
 KV4730  HORZ ORDER  -  SECOND
 KV4730
 KV4730.The horizontal coordinates were established by classical geodetic methods
 KV4730.and adjusted by the National Geodetic Survey in September 1999..
 KV4730
 KV4730.The orthometric height was scaled from a topographic map.
 KV4730
 KV4730.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4730
 KV4730.The geoid height was determined by GEOID03.
 KV4730
 KV4730;                    North         East     Units Scale Factor Converg.
 KV4730;SPC NJ       -   203,062.593   174,000.411   MT  0.99990709   +0 11 05.8
 KV4730;SPC NJ       -   666,214.52    570,866.35   sFT  0.99990709   +0 11 05.8
 KV4730;SPC NY L     -    55,034.783   281,721.095   MT  1.00000026   -0 08 29.0
 KV4730;SPC NY L     -   180,559.95    924,279.96   sFT  1.00000026   -0 08 29.0
 KV4730;UTM  18      - 4,501,539.943   566,258.313   MT  0.99965404   +0 30 38.8
 KV4730
 KV4730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4730!SPC NJ       -   1.00000420  x   0.99990709  =   0.99991129
 KV4730!SPC NY L     -   1.00000420  x   1.00000026  =   1.00000446
 KV4730!UTM  18      -   1.00000420  x   0.99965404  =   0.99965824
 KV4730
 KV4730|---------------------------------------------------------------------|
 KV4730| PID    Reference Object                     Distance      Geod. Az  |
 KV4730|                                                           dddmmss.s |
 KV4730| KV4787 ELIZABETH ECC 1933                   17.084 METERS 09316     |
 KV4730| KV4785 ELIZABETH                            16.120 METERS 09428     |
 KV4730| KV4714 ELIZABETH EAST SPIRE                APPROX. 2.7 KM 1135005.7 |
 KV4730| KV4600 BRICK SMKSTK 1 MI SW BOGART         APPROX.10.4 KM 1404403.2 |
 KV4730| KV4669 ARTHUR KILL HIGH BLACK TANK         APPROX. 3.1 KM 1561543.2 |
 KV4730| KV4701 LINDEN STAND OIL ACID PLT CHIM      APPROX. 4.0 KM 1693654.7 |
 KV4730| CB5877 ELIZABETH RM 2                        0.960 METERS 29300     |
 KV4730|---------------------------------------------------------------------|
 KV4730
 KV4730                          SUPERSEDED SURVEY CONTROL
 KV4730
 KV4730  NAD 83(1996)-  40 39 43.44794(N)    074 12 58.16312(W) AD(       ) 2
 KV4730  NAD 83(1986)-  40 39 43.44676(N)    074 12 58.16080(W) AD(       ) 2
 KV4730  NAD 27      -  40 39 43.07800(N)    074 12 59.63800(W) AD(       ) 2
 KV4730
 KV4730.Superseded values are not recommended for survey control.
 KV4730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4730.See file dsdata.txt to determine how the superseded data were derived.
 KV4730
 KV4730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6625801540(NAD 83)
 KV4730_MARKER: H = DRILL HOLE
 KV4730_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV4730_SP_SET: ROOF FLOOR
 KV4730_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4730+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1992
 KV4730
 KV4730  HISTORY     - Date     Condition        Report By
 KV4730  HISTORY     - 1935     MONUMENTED       CGS
 KV4730  HISTORY     - 1935     GOOD             CGS
 KV4730  HISTORY     - 19920819 SEE DESCRIPTION  NJGS
 KV4730
 KV4730                          STATION DESCRIPTION
 KV4730
 KV4730'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV4730'THE STATION IS A NAIL HOLE IN THE TILE FLOOR AT THE SW CORNER
 KV4730'OF THE BUILDING, 16.120 METERS OR 52.90 FEET (MEAN DISTANCE
 KV4730'16.122 METERS) W OF ELIZABETH, 17.085 METERS OR 56.05 FEET W
 KV4730'OF ELIZABETH ECCENTRIC, 0.915 METER OR 3.00 FEET N OF THE
 KV4730'INSIDE EDGE OF THE S COPING, 0.798 METER OR 2.62 FEET E OF THE
 KV4730'INSIDE EDGE OF THE W COPING, AND 0.84 METER OR 2.76 FEET SW OF
 KV4730'THE SW CORNER OF THE BUILDING.  THE HOLE IS ABOUT 1/8 INCH
 KV4730'DEEP.
 KV4730'
 KV4730'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN THE TOP OF THE
 KV4730'COPING.
 KV4730'
 KV4730'ALL CUTS VISIBLE FROM A 4-FOOT STAND.
 KV4730'
 KV4730'NOTE--FOR DESCRIPTION OF REFERENCE MARKS SEE RECOVERY NOTE FOR
 KV4730'ELIZABETH.
 KV4730'
 KV4730'AN 8-FOOT STAND WILL CLEAR ALL LINES OBSERVED.
 KV4730
 KV4730                          STATION RECOVERY (1935)
 KV4730
 KV4730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 KV4730'RECOVERED IN GOOD CONDITION.
 KV4730
 KV4730                          STATION RECOVERY (1992)
 KV4730
 KV4730'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV4730'THE STATION WAS NOT RECOVERED AT THIS TIME.  THE ROOF HAS BEEN TARRED
 KV4730'OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4711 ***********************************************************************
 KV4711  DESIGNATION -  ELIZABETH F SPECIALTY CO TANK
 KV4711  PID         -  KV4711
 KV4711  STATE/COUNTY-  NJ/UNION
 KV4711  USGS QUAD   -  ELIZABETH (1995)
 KV4711
 KV4711                         *CURRENT SURVEY CONTROL
 KV4711  ___________________________________________________________________
 KV4711* NAD 83(1996)-  40 38 50.08457(N)    074 11 18.25226(W)     ADJUSTED  
 KV4711* NAVD 88     -                                                        
 KV4711  ___________________________________________________________________
 KV4711  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 KV4711  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV4711
 KV4711  HORZ ORDER  -  THIRD
 KV4711
 KV4711.The horizontal coordinates were established by classical geodetic methods
 KV4711.and adjusted by the National Geodetic Survey in September 1999..
 KV4711
 KV4711
 KV4711.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4711
 KV4711.The geoid height was determined by GEOID03.
 KV4711
 KV4711;                    North         East     Units Scale Factor Converg.
 KV4711;SPC NJ       -   201,424.620   176,352.893   MT  0.99990855   +0 12 10.7
 KV4711;SPC NJ       -   660,840.61    578,584.45   sFT  0.99990855   +0 12 10.7
 KV4711;SPC NY L     -    53,383.288   284,064.430   MT  1.00000114   -0 07 23.6
 KV4711;SPC NY L     -   175,141.67    931,968.05   sFT  1.00000114   -0 07 23.6
 KV4711;UTM  18      - 4,499,915.782   568,619.476   MT  0.99965796   +0 31 43.3
 KV4711
 KV4711                          SUPERSEDED SURVEY CONTROL
 KV4711
 KV4711  NAD 83(1996)-  40 38 50.08454(N)    074 11 18.25223(W) AD(       ) 4
 KV4711  NAD 83(1986)-  40 38 50.08270(N)    074 11 18.25008(W) AD(       ) 4
 KV4711  NAD 27      -  40 38 49.71200(N)    074 11 19.72600(W) AD(       ) 3
 KV4711
 KV4711.Superseded values are not recommended for survey control.
 KV4711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4711.See file dsdata.txt to determine how the superseded data were derived.
 KV4711
 KV4711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6861999916(NAD 83)
 KV4711_MARKER: 51 = TANK
 KV4711
 KV4711  HISTORY     - Date     Condition        Report By
 KV4711  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4711  HISTORY     - 19940523 GOOD             USPSQD
 KV4711
 KV4711                          STATION DESCRIPTION
 KV4711
 KV4711'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4711'THE PROMINENT ROOF TANK, ON THE ARTHUR KILL WATER FRONT,
 KV4711'APPROXIMATELY 1 MILE NE OF GOETHALS BRIDGE IN ELIZABETH, ON THE
 KV4711'S CORNER OF FIRST AND FULTON STREETS, ON THE PROPERTY OF THE
 KV4711'FULTON SPECIALTY COMPANY.  IT IS LOCATED ATOP AND IN THE NW CORNER
 KV4711'OF THE FLAT-ROOF OF A 5-STORY RED TILE BUILDING.  IT IS A BLACK,
 KV4711'WATER TANK WITH THE NAME FULTON SPECIALTY COMPANY IN WHITE
 KV4711'LETTERS ON TWO SIDES.
 KV4711'
 KV4711'THE STATION IS THE TOP-CENTER OF THE TANK, APPROXIMATELY 75 FEET
 KV4711'ABOVE GROUND.
 KV4711
 KV4711                          STATION RECOVERY (1994)
 KV4711
 KV4711'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4734 ***********************************************************************
 KV4734  DESIGNATION -  ELIZABETH FIRST PRESB CH SPIRE
 KV4734  PID         -  KV4734
 KV4734  STATE/COUNTY-  NJ/UNION
 KV4734  USGS QUAD   -  ELIZABETH (1995)
 KV4734
 KV4734                         *CURRENT SURVEY CONTROL
 KV4734  ___________________________________________________________________
 KV4734* NAD 83(1996)-  40 39 45.53539(N)    074 12 55.50184(W)     ADJUSTED  
 KV4734* NAVD 88     -                                                        
 KV4734  ___________________________________________________________________
 KV4734  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 KV4734  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV4734
 KV4734  HORZ ORDER  -  THIRD
 KV4734
 KV4734.The horizontal coordinates were established by classical geodetic methods
 KV4734.and adjusted by the National Geodetic Survey in September 1999..
 KV4734
 KV4734
 KV4734.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4734
 KV4734.The geoid height was determined by GEOID03.
 KV4734
 KV4734;                    North         East     Units Scale Factor Converg.
 KV4734;SPC NJ       -   203,127.171   174,062.700   MT  0.99990712   +0 11 07.6
 KV4734;SPC NJ       -   666,426.39    571,070.71   sFT  0.99990712   +0 11 07.6
 KV4734;SPC NY L     -    55,099.012   281,783.757   MT  1.00000023   -0 08 27.2
 KV4734;SPC NY L     -   180,770.68    924,485.54   sFT  1.00000023   -0 08 27.2
 KV4734;UTM  18      - 4,501,604.858   566,320.218   MT  0.99965414   +0 30 40.5
 KV4734
 KV4734                          SUPERSEDED SURVEY CONTROL
 KV4734
 KV4734  NAD 83(1996)-  40 39 45.53531(N)    074 12 55.50176(W) AD(       ) 4
 KV4734  NAD 83(1986)-  40 39 45.53271(N)    074 12 55.49888(W) AD(       ) 4
 KV4734  NAD 27      -  40 39 45.16600(N)    074 12 56.96900(W) AD(       ) 3
 KV4734
 KV4734.Superseded values are not recommended for survey control.
 KV4734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4734.See file dsdata.txt to determine how the superseded data were derived.
 KV4734
 KV4734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6632001605(NAD 83)
 KV4734_MARKER: 90 = CHURCH SPIRE
 KV4734
 KV4734  HISTORY     - Date     Condition        Report By
 KV4734  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4734  HISTORY     - 19940521 GOOD             USPSQD
 KV4734
 KV4734                          STATION DESCRIPTION
 KV4734
 KV4734'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4734'THE PROMINENT SPIRE IN ELIZABETH, ON THE NE CORNER OF BROAD STREET
 KV4734'AND RAHWAY AVENUE, JUST NE OF THE COURTHOUSE ATOP THE FIRST
 KV4734'PRESBYTERIAN CHURCH, RISING FROM THE BROAD STREET SIDE OF THIS
 KV4734'RED BRICK CHURCH BUILDING.  IT IS AN EXTREMELY, TALL, SHARP,
 KV4734'OCTAGONAL, SLATE-ROOFED SPIRE WITH GOLD BALL AND WEATHER VANE
 KV4734'ATOP, AND IS THE MOST CONSPICUOUS SPIRE IN ELIZABETH.
 KV4734'
 KV4734'THE STATION IS THE SPIRE-APEX ABOVE THE BALL.
 KV4734
 KV4734                          STATION RECOVERY (1994)
 KV4734
 KV4734'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4748 ***********************************************************************
 KV4748  DESIGNATION -  ELIZABETH H V WALKER TALL TANK
 KV4748  PID         -  KV4748
 KV4748  STATE/COUNTY-  NJ/UNION
 KV4748  USGS QUAD   -  ELIZABETH (1995)
 KV4748
 KV4748                         *CURRENT SURVEY CONTROL
 KV4748  ___________________________________________________________________
 KV4748* NAD 83(1996)-  40 40 26.06591(N)    074 11 32.23128(W)     ADJUSTED  
 KV4748* NAVD 88     -                                                        
 KV4748  ___________________________________________________________________
 KV4748  LAPLACE CORR-           5.78  (seconds)                    DEFLEC99
 KV4748  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV4748
 KV4748  HORZ ORDER  -  THIRD
 KV4748
 KV4748.The horizontal coordinates were established by classical geodetic methods
 KV4748.and adjusted by the National Geodetic Survey in September 1999..
 KV4748
 KV4748
 KV4748.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4748
 KV4748.The geoid height was determined by GEOID03.
 KV4748
 KV4748;                    North         East     Units Scale Factor Converg.
 KV4748;SPC NJ       -   204,383.862   176,014.128   MT  0.99990833   +0 12 02.0
 KV4748;SPC NJ       -   670,549.39    577,473.02   sFT  0.99990833   +0 12 02.0
 KV4748;SPC NY L     -    56,344.682   283,742.492   MT  0.99999961   -0 07 32.8
 KV4748;SPC NY L     -   184,857.51    930,911.83   sFT  0.99999961   -0 07 32.8
 KV4748;UTM  18      - 4,502,872.308   568,263.978   MT  0.99965736   +0 31 35.2
 KV4748
 KV4748                          SUPERSEDED SURVEY CONTROL
 KV4748
 KV4748  NAD 83(1996)-  40 40 26.06585(N)    074 11 32.23126(W) AD(       ) 4
 KV4748  NAD 83(1986)-  40 40 26.06373(N)    074 11 32.23206(W) AD(       ) 4
 KV4748  NAD 27      -  40 40 25.70000(N)    074 11 33.70500(W) AD(       ) 3
 KV4748
 KV4748.Superseded values are not recommended for survey control.
 KV4748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4748.See file dsdata.txt to determine how the superseded data were derived.
 KV4748
 KV4748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6826402872(NAD 83)
 KV4748_MARKER: 53 = ELEVATED TANK
 KV4748
 KV4748  HISTORY     - Date     Condition        Report By
 KV4748  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4748  HISTORY     - 1963     GOOD             CGS
 KV4748
 KV4748                          STATION DESCRIPTION
 KV4748
 KV4748'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4748'THE FAIRLY PROMINENT TANK, APPROXIMATELY 1-1/2 MILES W OF
 KV4748'NEWARK BAY, IN ELIZABETH, JUST W OF A LARGE DUMPING GROUND AND
 KV4748'S OF THE JERSEY CITY-TRENTON HIGHWAY, ON THE PROPERTY OF THE
 KV4748'HENRY V. WALKER COMPANY.  IT IS A SHALLOW, CONICAL-TOP, BLACK
 KV4748'STEEL WATER TANK ATOP A STEEL, LATTICE STRUCTURE.
 KV4748'
 KV4748'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 110 FEET
 KV4748'ABOVE GROUND.
 KV4748
 KV4748                          STATION RECOVERY (1963)
 KV4748
 KV4748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ETO)
 KV4748'TO REACH THE STATION FROM THE JUNCTION OF U.S. 1 AND 9 AND
 KV4748'AND U.S. 22, WHICH IS NE OF NEWARK AIRPORT, GO SOUTH ON U.S. 1 AND
 KV4748'9 FOR 2.2 MILES TO LOUISA STREET AND MAKE A U TURN AND GO NORTH ON
 KV4748'1 AND 9 FOR .2 MILE TO NORTH AVENUE.  THE U TURN IS NECESSARY
 KV4748'BECAUSE A LEFT TURN OFF 1 AND 9 ON TO NORTH AVENUE CAN NOT BE
 KV4748'MADE.  GO EAST ON NORTH AVENUE FOR .3 MILE TO THE INTERSECTION
 KV4748'OF NORTH WITH DOWD AVENUE AND DIVISION STREET AND TURN RIGHT
 KV4748'ON DIVISION STREET.  THE TANK IS ON DIVISION ABOUT 450 FEET SW
 KV4748'OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4747 ***********************************************************************
 KV4747  DESIGNATION -  ELIZABETH HITCHINGS CO TANK
 KV4747  PID         -  KV4747
 KV4747  STATE/COUNTY-  NJ/UNION
 KV4747  USGS QUAD   -  ELIZABETH (1995)
 KV4747
 KV4747                         *CURRENT SURVEY CONTROL
 KV4747  ___________________________________________________________________
 KV4747* NAD 83(1996)-  40 40 27.57285(N)    074 11 47.34271(W)     ADJUSTED  
 KV4747* NAVD 88     -                                                        
 KV4747  ___________________________________________________________________
 KV4747  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 KV4747  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV4747
 KV4747  HORZ ORDER  -  THIRD
 KV4747
 KV4747.The horizontal coordinates were established by classical geodetic methods
 KV4747.and adjusted by the National Geodetic Survey in September 1999..
 KV4747
 KV4747
 KV4747.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4747
 KV4747.The geoid height was determined by GEOID03.
 KV4747
 KV4747;                    North         East     Units Scale Factor Converg.
 KV4747;SPC NJ       -   204,429.108   175,659.100   MT  0.99990810   +0 11 52.2
 KV4747;SPC NJ       -   670,697.83    576,308.23   sFT  0.99990810   +0 11 52.2
 KV4747;SPC NY L     -    56,391.954   283,387.695   MT  0.99999958   -0 07 42.7
 KV4747;SPC NY L     -   185,012.60    929,747.80   sFT  0.99999958   -0 07 42.7
 KV4747;UTM  18      - 4,502,915.522   567,908.787   MT  0.99965676   +0 31 25.4
 KV4747
 KV4747                          SUPERSEDED SURVEY CONTROL
 KV4747
 KV4747  NAD 83(1996)-  40 40 27.57275(N)    074 11 47.34275(W) AD(       ) 4
 KV4747  NAD 83(1986)-  40 40 27.56967(N)    074 11 47.34499(W) AD(       ) 4
 KV4747  NAD 27      -  40 40 27.20200(N)    074 11 48.82300(W) AD(       ) 3
 KV4747
 KV4747.Superseded values are not recommended for survey control.
 KV4747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4747.See file dsdata.txt to determine how the superseded data were derived.
 KV4747
 KV4747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6790902916(NAD 83)
 KV4747_MARKER: 53 = ELEVATED TANK
 KV4747
 KV4747  HISTORY     - Date     Condition        Report By
 KV4747  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4747  HISTORY     - 1946     GOOD             CGS
 KV4747
 KV4747                          STATION DESCRIPTION
 KV4747
 KV4747'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4747'THE TANK, APPROXIMATELY 2 MILES W OF NEWARK BAY, IN ELIZABETH,
 KV4747'AT THE INTERSECTION OF THE JERSEY CITY-TRENTON HIGHWAY AND
 KV4747'LOUISE STREET, ON THE PROPERTY OF THE HITCHINGS COMPANY,
 KV4747'RISING FROM THE S SIDE OF THE POWER HOUSE.  IT IS A CONICAL-TOP,
 KV4747'BLACK, WOODEN, WATER TANK SUPPORTED BY A STEEL, LATTICE
 KV4747'STRUCTURE.
 KV4747'
 KV4747'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 100 FEET
 KV4747'ABOVE GROUND.
 KV4747
 KV4747                          STATION RECOVERY (1946)
 KV4747
 KV4747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAN)
 KV4747'RECOVERED AS DESCRIBED.  THE PROPERTY IS KNOWN AS LORD AND
 KV4747'BURNHAM CO. MAKERS OF BURNHAM BOILERS.  NO LONGER ASSOCIATED WITH
 KV4747'HITCHINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4752 ***********************************************************************
 KV4752  DESIGNATION -  ELIZABETH HITCHINGS CO CHIMNEY
 KV4752  PID         -  KV4752
 KV4752  STATE/COUNTY-  NJ/UNION
 KV4752  USGS QUAD   -  ELIZABETH (1995)
 KV4752
 KV4752                         *CURRENT SURVEY CONTROL
 KV4752  ___________________________________________________________________
 KV4752* NAD 83(1996)-  40 40 28.00140(N)    074 11 48.44477(W)     ADJUSTED  
 KV4752* NAVD 88     -                                                        
 KV4752  ___________________________________________________________________
 KV4752  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 KV4752  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV4752
 KV4752  HORZ ORDER  -  THIRD
 KV4752
 KV4752.The horizontal coordinates were established by classical geodetic methods
 KV4752.and adjusted by the National Geodetic Survey in September 1999..
 KV4752
 KV4752
 KV4752.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4752
 KV4752.The geoid height was determined by GEOID03.
 KV4752
 KV4752;                    North         East     Units Scale Factor Converg.
 KV4752;SPC NJ       -   204,442.236   175,633.174   MT  0.99990808   +0 11 51.4
 KV4752;SPC NJ       -   670,740.90    576,223.17   sFT  0.99990808   +0 11 51.4
 KV4752;SPC NY L     -    56,405.231   283,361.842   MT  0.99999958   -0 07 43.4
 KV4752;SPC NY L     -   185,056.16    929,662.98   sFT  0.99999958   -0 07 43.4
 KV4752;UTM  18      - 4,502,928.500   567,882.794   MT  0.99965672   +0 31 24.7
 KV4752
 KV4752                          SUPERSEDED SURVEY CONTROL
 KV4752
 KV4752  NAD 83(1996)-  40 40 28.00134(N)    074 11 48.44475(W) AD(       ) 4
 KV4752  NAD 83(1986)-  40 40 27.99907(N)    074 11 48.44566(W) AD(       ) 4
 KV4752  NAD 27      -  40 40 27.63200(N)    074 11 49.92200(W) AD(       ) 3
 KV4752
 KV4752.Superseded values are not recommended for survey control.
 KV4752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4752.See file dsdata.txt to determine how the superseded data were derived.
 KV4752
 KV4752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6788302929(NAD 83)
 KV4752_MARKER: 85 = CHIMNEY
 KV4752
 KV4752  HISTORY     - Date     Condition        Report By
 KV4752  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4752
 KV4752                          STATION DESCRIPTION
 KV4752
 KV4752'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4752'THE CHIMNEY, APPROXIMATELY 2 MILES W OF NEWARK BAY, IN
 KV4752'ELIZABETH AT THE INTERSECTION OF THE JERSEY CITY-TRENTON
 KV4752'HIGHWAY AND LOUISE STREET, ON THE PROPERTY OF J. HITCHINGS
 KV4752'COMPANY, RISING TO THE S SIDE OF THE TOWER HOUSE.  IT IS A RED
 KV4752'BRICK CHIMNEY.
 KV4752'
 KV4752'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 110 FEET ABOVE
 KV4752'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4768 ***********************************************************************
 KV4768  DESIGNATION -  ELIZABETH INLAND TALL CHIMNEY
 KV4768  PID         -  KV4768
 KV4768  STATE/COUNTY-  NJ/UNION
 KV4768  USGS QUAD   -  ELIZABETH (1995)
 KV4768
 KV4768                         *CURRENT SURVEY CONTROL
 KV4768  ___________________________________________________________________
 KV4768* NAD 83(1996)-  40 41 03.04608(N)    074 12 15.69962(W)     ADJUSTED  
 KV4768* NAVD 88     -                                                        
 KV4768  ___________________________________________________________________
 KV4768  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 KV4768  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV4768
 KV4768  HORZ ORDER  -  THIRD
 KV4768
 KV4768.The horizontal coordinates were established by classical geodetic methods
 KV4768.and adjusted by the National Geodetic Survey in September 1999..
 KV4768
 KV4768
 KV4768.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4768
 KV4768.The geoid height was determined by GEOID03.
 KV4768
 KV4768;                    North         East     Units Scale Factor Converg.
 KV4768;SPC NJ       -   205,520.959   174,989.508   MT  0.99990768   +0 11 33.8
 KV4768;SPC NJ       -   674,280.01    574,111.41   sFT  0.99990768   +0 11 33.8
 KV4768;SPC NY L     -    57,487.702   282,724.272   MT  0.99999907   -0 08 01.2
 KV4768;SPC NY L     -   188,607.57    927,571.22   sFT  0.99999907   -0 08 01.2
 KV4768;UTM  18      - 4,504,003.273   567,233.165   MT  0.99965564   +0 31 07.3
 KV4768
 KV4768                          SUPERSEDED SURVEY CONTROL
 KV4768
 KV4768  NAD 83(1996)-  40 41 03.04596(N)    074 12 15.69954(W) AD(       ) 4
 KV4768  NAD 83(1986)-  40 41 03.04310(N)    074 12 15.70066(W) AD(       ) 4
 KV4768  NAD 27      -  40 41 02.67500(N)    074 12 17.18300(W) AD(       ) 3
 KV4768
 KV4768.Superseded values are not recommended for survey control.
 KV4768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4768.See file dsdata.txt to determine how the superseded data were derived.
 KV4768
 KV4768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6723304003(NAD 83)
 KV4768_MARKER: 85 = CHIMNEY
 KV4768
 KV4768  HISTORY     - Date     Condition        Report By
 KV4768  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4768  HISTORY     - 1946     GOOD             CGS
 KV4768
 KV4768                          STATION DESCRIPTION
 KV4768
 KV4768'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4768'A TALL, AND FAIRLY PROMINENT CHIMNEY, APPROXIMATELY 3 MILES W
 KV4768'OF NEWARK BAY IN THE N SECTION OF ELIZABETH.
 KV4768'
 KV4768'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 200 FEET ABOVE
 KV4768'GROUND.
 KV4768'
 KV4768'IT WAS NOT VISITED.
 KV4768
 KV4768                          STATION RECOVERY (1946)
 KV4768
 KV4768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAN)
 KV4768'STATION RECOVERED.  THE CHIMNEY IS LOCATED ON THE PROPERTY OF
 KV4768'THE WAVERLY TERMINAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4721 ***********************************************************************
 KV4721  DESIGNATION -  ELIZABETH LGE CHIM NR GAS WKS
 KV4721  PID         -  KV4721
 KV4721  STATE/COUNTY-  NJ/UNION
 KV4721  USGS QUAD   -  ELIZABETH (1995)
 KV4721
 KV4721                         *CURRENT SURVEY CONTROL
 KV4721  ___________________________________________________________________
 KV4721* NAD 83(1996)-  40 38 48.38062(N)    074 11 59.07419(W)     ADJUSTED  
 KV4721* NAVD 88     -                                                        
 KV4721  ___________________________________________________________________
 KV4721  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 KV4721  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV4721
 KV4721  HORZ ORDER  -  THIRD
 KV4721
 KV4721.The horizontal coordinates were established by classical geodetic methods
 KV4721.and adjusted by the National Geodetic Survey in September 1999..
 KV4721
 KV4721
 KV4721.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4721
 KV4721.The geoid height was determined by GEOID03.
 KV4721
 KV4721;                    North         East     Units Scale Factor Converg.
 KV4721;SPC NJ       -   201,368.729   175,394.053   MT  0.99990793   +0 11 44.1
 KV4721;SPC NJ       -   660,657.24    575,438.66   sFT  0.99990793   +0 11 44.1
 KV4721;SPC NY L     -    53,332.852   283,105.198   MT  1.00000117   -0 07 50.3
 KV4721;SPC NY L     -   174,976.20    928,820.97   sFT  1.00000117   -0 07 50.3
 KV4721;UTM  18      - 4,499,854.456   567,661.210   MT  0.99965635   +0 31 16.7
 KV4721
 KV4721                          SUPERSEDED SURVEY CONTROL
 KV4721
 KV4721  NAD 83(1996)-  40 38 48.38057(N)    074 11 59.07414(W) AD(       ) 4
 KV4721  NAD 83(1986)-  40 38 48.37882(N)    074 11 59.07215(W) AD(       ) 4
 KV4721  NAD 27      -  40 38 48.01100(N)    074 12 00.54900(W) AD(       ) 3
 KV4721
 KV4721.Superseded values are not recommended for survey control.
 KV4721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4721.See file dsdata.txt to determine how the superseded data were derived.
 KV4721
 KV4721_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6766199854(NAD 83)
 KV4721_MARKER: 85 = CHIMNEY
 KV4721
 KV4721  HISTORY     - Date     Condition        Report By
 KV4721  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4721
 KV4721                          STATION DESCRIPTION
 KV4721
 KV4721'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4700 ***********************************************************************
 KV4700  DESIGNATION -  ELIZABETH N BASE
 KV4700  PID         -  KV4700
 KV4700  STATE/COUNTY-  NJ/UNION
 KV4700  USGS QUAD   -  ELIZABETH (1995)
 KV4700
 KV4700                         *CURRENT SURVEY CONTROL
 KV4700  ___________________________________________________________________
 KV4700* NAD 83(1996)-  40 37 51.22775(N)    074 12 42.32951(W)     ADJUSTED  
 KV4700* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4700  ___________________________________________________________________
 KV4700  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 KV4700  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV4700
 KV4700  HORZ ORDER  -  FIRST
 KV4700
 KV4700.The horizontal coordinates were established by classical geodetic methods
 KV4700.and adjusted by the National Geodetic Survey in September 1999..
 KV4700
 KV4700.The orthometric height was scaled from a topographic map.
 KV4700
 KV4700.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4700
 KV4700.The geoid height was determined by GEOID03.
 KV4700
 KV4700;                    North         East     Units Scale Factor Converg.
 KV4700;SPC NJ       -   199,602.544   174,383.636   MT  0.99990732   +0 11 15.7
 KV4700;SPC NJ       -   654,862.68    572,123.65   sFT  0.99990732   +0 11 15.7
 KV4700;SPC NY L     -    51,572.283   282,084.645   MT  1.00000218   -0 08 18.6
 KV4700;SPC NY L     -   169,200.07    925,472.71   sFT  1.00000218   -0 08 18.6
 KV4700;UTM  18      - 4,498,083.003   566,661.100   MT  0.99965470   +0 30 47.9
 KV4700
 KV4700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4700!SPC NJ       -   1.00000498  x   0.99990732  =   0.99991230
 KV4700!SPC NY L     -   1.00000498  x   1.00000218  =   1.00000716
 KV4700!UTM  18      -   1.00000498  x   0.99965470  =   0.99965968
 KV4700
 KV4700|---------------------------------------------------------------------|
 KV4700| PID    Reference Object                     Distance      Geod. Az  |
 KV4700|                                                           dddmmss.s |
 KV4700| CB5879 ELIZABETH N BASE RM 2                46.495 METERS 01431     |
 KV4700| KV4699 ELIZABETH N BASE 2                   37.216 METERS 05840     |
 KV4700| KV4668 ARTHUR KILL BAYWAY TERM TANK        APPROX. 1.2 KM 0584729.6 |
 KV4700| KV4567 HALE                                APPROX. 5.2 KM 1894734.5 |
 KV4700| CB5878 ELIZABETH N BASE RM 1                14.025 METERS 27316     |
 KV4700|---------------------------------------------------------------------|
 KV4700
 KV4700                          SUPERSEDED SURVEY CONTROL
 KV4700
 KV4700  NAD 83(1996)-  40 37 51.22744(N)    074 12 42.32988(W) AD(       ) 1
 KV4700  NAD 83(1986)-  40 37 51.22730(N)    074 12 42.32612(W) AD(       ) 1
 KV4700  NAD 27      -  40 37 50.85700(N)    074 12 43.80500(W) AD(       ) 1
 KV4700
 KV4700.Superseded values are not recommended for survey control.
 KV4700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4700.See file dsdata.txt to determine how the superseded data were derived.
 KV4700
 KV4700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6666198083(NAD 83)
 KV4700_MARKER: DS = TRIANGULATION STATION DISK
 KV4700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4700_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV4700
 KV4700  HISTORY     - Date     Condition        Report By
 KV4700  HISTORY     - 1936     MONUMENTED       CGS
 KV4700  HISTORY     - 1950     SEE DESCRIPTION  CGS
 KV4700
 KV4700                          STATION DESCRIPTION
 KV4700
 KV4700'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JPL)
 KV4700'STATION IS ON THE PROPERTY OF THE BAYWAY PLANT OF THE
 KV4700'STANDARD OIL COMPANY OF NEW JERSEY NEAR THE JUNCTION OF RAILROAD
 KV4700'AVENUE, AND THE RIGHT-OF-WAY OF THE NEW JERSEY CENTRAL, 32.4
 KV4700'METERS W OF W RAIL, 8 METERS W OF DRAINAGE CANAL, 75 METERS
 KV4700'S OF FIRST RAIL CROSSING S OF BAYWAY WAITING STATION (RAILROAD
 KV4700'AVENUE OF PLANT).
 KV4700'
 KV4700'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A CONCRETE
 KV4700'CYLINDER, 2 INCHES BELOW THE GROUND.
 KV4700'
 KV4700'UNDERGROUND MARK IS AN IRON SPIKE SET WITH CEMENT IN A
 KV4700'BOULDER, AS DESCRIBED IN NOTE 9D.
 KV4700'
 KV4700'REFERENCE MARK NO.1 IS A STANDARD DISK ON THE SE CORNER OF
 KV4700'THE CONCRETE BASE OF THE SECOND LAMP POST IN THE FIRE LANE
 KV4700'WHICH IS W OF THE DRAINAGE CANAL, 7 METERS W OF CENTER OF FIRE
 KV4700'LANE, NEXT TO G OF HYDROGENATION SIGN ON W OF LANE.
 KV4700'
 KV4700'REFERENCE MARK NO.2 IS A STANDARD DISK ON THE SE CORNER OF
 KV4700'THE CONCRETE BASE OF THE FIRST LAMP POST IN THE FIRE LANE ON
 KV4700'THE NE CORNER OF THE HYDROGENATION TANK FARM, AND SW OF THE
 KV4700'RAILROAD CROSSING.  BOTH REFERENCE MARKS PROJECT 2 FEET
 KV4700'ABOVE THE GROUND.
 KV4700'
 KV4700'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 KV4700
 KV4700                          STATION RECOVERY (1950)
 KV4700
 KV4700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (FGJ)
 KV4700'THE STATION AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED IN
 KV4700'GOOD CONDITION.  NONE OF THE MARKS WERE STAMPED.
 KV4700'
 KV4700'DUE TO NEW HIGHWAY CONSTRUCTION IT WAS NECESSARY TO MOVE
 KV4700'THE STATION 122.12 FEET NE ON LINE WITH ARTHUR KILL, BAYWAY
 KV4700'TERMINAL CO., TANK 1931 TO A POINT ON THE RIGHT-OF-WAY OF THE
 KV4700'CENTRAL R.R. OF NEW JERSEY.
 KV4700'
 KV4700'THE MARKS WILL BE REMOVED AT A FUTURE DATE BY THE ROAD
 KV4700'CONTRACTOR AND THE DISKS FORWARDED TO EASTERN DISTRICT OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4699 ***********************************************************************
 KV4699  DESIGNATION -  ELIZABETH N BASE 2
 KV4699  PID         -  KV4699
 KV4699  STATE/COUNTY-  NJ/UNION
 KV4699  USGS QUAD   -  ELIZABETH (1995)
 KV4699
 KV4699                         *CURRENT SURVEY CONTROL
 KV4699  ___________________________________________________________________
 KV4699* NAD 83(1996)-  40 37 51.85526(N)    074 12 40.97693(W)     ADJUSTED  
 KV4699* NAVD 88     -         1.4    (meters)       5.     (feet)  GPS OBS   
 KV4699  ___________________________________________________________________
 KV4699  X           -   1,318,910.015 (meters)                     COMP
 KV4699  Y           -  -4,664,465.911 (meters)                     COMP
 KV4699  Z           -   4,131,396.439 (meters)                     COMP
 KV4699  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 KV4699  ELLIP HEIGHT-         -31.04  (meters)          (10/23/02) GPS OBS
 KV4699  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV4699
 KV4699  HORZ ORDER  -  FIRST
 KV4699  ELLP ORDER  -  FOURTH    CLASS I
 KV4699
 KV4699.The horizontal coordinates were established by GPS observations
 KV4699.and adjusted by the National Geodetic Survey in May 1999..
 KV4699
 KV4699.The orthometric height was determined by GPS observations and a
 KV4699.high-resolution geoid model.
 KV4699
 KV4699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4699
 KV4699.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4699
 KV4699.The ellipsoidal height was determined by GPS observations
 KV4699.and is referenced to NAD 83.
 KV4699
 KV4699.The geoid height was determined by GEOID03.
 KV4699
 KV4699;                    North         East     Units Scale Factor Converg.
 KV4699;SPC NJ       -   199,622.003   174,415.356   MT  0.99990734   +0 11 16.6
 KV4699;SPC NJ       -   654,926.52    572,227.71   sFT  0.99990734   +0 11 16.6
 KV4699;SPC NY L     -    51,591.562   282,116.479   MT  1.00000217   -0 08 17.7
 KV4699;SPC NY L     -   169,263.32    925,577.15   sFT  1.00000217   -0 08 17.7
 KV4699;UTM  18      - 4,498,102.637   566,692.701   MT  0.99965475   +0 30 48.8
 KV4699
 KV4699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4699!SPC NJ       -   1.00000487  x   0.99990734  =   0.99991221
 KV4699!SPC NY L     -   1.00000487  x   1.00000217  =   1.00000704
 KV4699!UTM  18      -   1.00000487  x   0.99965475  =   0.99965962
 KV4699
 KV4699|---------------------------------------------------------------------|
 KV4699| PID    Reference Object                     Distance      Geod. Az  |
 KV4699|                                                           dddmmss.s |
 KV4699| CB5880 ELIZABETH N BASE 2 RM 3              38.542 METERS 03300     |
 KV4699| CB5881 ELIZABETH N BASE 2 RM 4             APPROX. 4.1 KM 0584636.8 |
 KV4699| KV4668 ARTHUR KILL BAYWAY TERM TANK        APPROX. 1.1 KM 0584745.7 |
 KV4699| KV4700 ELIZABETH N BASE                     37.216 METERS 23840     |
 KV4699|---------------------------------------------------------------------|
 KV4699
 KV4699                          SUPERSEDED SURVEY CONTROL
 KV4699
 KV4699  NAD 83(1996)-  40 37 51.85493(N)    074 12 40.97732(W) AD(       ) 1
 KV4699  NAD 83(1986)-  40 37 51.85371(N)    074 12 40.97862(W) AD(       ) 1
 KV4699  NAD 83(1986)-  40 37 51.85465(N)    074 12 40.97313(W) AD(       ) 1
 KV4699  NAD 27      -  40 37 51.48400(N)    074 12 42.45200(W) AD(       ) 1
 KV4699
 KV4699.Superseded values are not recommended for survey control.
 KV4699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4699.See file dsdata.txt to determine how the superseded data were derived.
 KV4699
 KV4699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6669398103(NAD 83)
 KV4699_MARKER: DS = TRIANGULATION STATION DISK
 KV4699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4699_SP_SET: CONCRETE POST
 KV4699_STAMPING: ELIZABETH NB 2 1950
 KV4699_MARK LOGO: CGS   
 KV4699_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV4699+STABILITY: SURFACE MOTION
 KV4699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4699+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1992
 KV4699
 KV4699  HISTORY     - Date     Condition        Report By
 KV4699  HISTORY     - 1950     MONUMENTED       CGS
 KV4699  HISTORY     - 1950     GOOD             CGS
 KV4699  HISTORY     - 1970     MARK NOT FOUND   NJGS
 KV4699  HISTORY     - 19920423 GOOD             NJGS
 KV4699
 KV4699                          STATION DESCRIPTION
 KV4699
 KV4699'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (FGJ)
 KV4699'STATION IS ON THE RIGHT-OF-WAY OF THE CENTRAL RAILROAD OF NEW
 KV4699'JERSEY ABOUT ONE MILE SE OF THE MAIN PLANT OF THE BAYWAY PLANT
 KV4699'OWNED BY STANDARD OIL COMPANY OF NEW JERSEY AND NEAR THE JUNCTION
 KV4699'OF RAILROAD AVENUE AND THE RIGHT-OF-WAY.  IT IS 116 FEET SW OF
 KV4699'THE CENTER LINE OF RAILROAD AVENUE, 39 FEET NW OF THE W RAIL
 KV4699'OF THE MAIN TRACKS AND 3-1/2 FEET SE OF THE RIGHT-OF-WAY
 KV4699'FENCE.  STATION MARK IS A STANDARD BRONZE DISK SET IN A
 KV4699'CONCRETE CYLINDER 4 INCHES BELOW THE SURFACE AND STAMPED
 KV4699'ELIZABETH NB 2 1950.
 KV4699'
 KV4699'REFERENCE MARK NO.3 IS NE OF THE STATION SET IN THE NW CULVERT
 KV4699'OVER A PIPE AND DRAINAGE DITCH.  IT IS 20 FEET NW OF THE WEST
 KV4699'RAIL OF THE MAIN TRACKS, 10 FEET NE OF THE CENTER LINE OF
 KV4699'RAILROAD AVENUE AND IS SET FLUSH AND STAMPED ELIZABETH NB
 KV4699'2 RM 3 1950.
 KV4699'
 KV4699'REFERENCE MARK NO.4 IS E OF THE STATION SET IN THE SE CULVERT
 KV4699'OVER A PIPE AND DRAINAGE DITCH.  IT IS 43 FEET N OF NORTHWEST
 KV4699'CORNER OF GUARD HOUSE, 19 FEET SE OF EAST RAIL OF MAIN TRACKS,
 KV4699'10 FEET NE OF CENTER LINE OF RAILROAD AVENUE AND IS SET FLUSH
 KV4699'AND STAMPED ELIZABETH NB 2 RM 4 1950.
 KV4699'
 KV4699'STATION, UNDERGROUND AND REFERENCE MARKS WERE SET ACCORDING
 KV4699'TO NOTES 1B, 7A AND 11C.
 KV4699
 KV4699                          STATION RECOVERY (1950)
 KV4699
 KV4699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KV4699'RECOVERED IN GOOD CONDITION.
 KV4699
 KV4699                          STATION RECOVERY (1970)
 KV4699
 KV4699'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1970
 KV4699'ELIZABETH NB 2 NOT RECOVERED
 KV4699'
 KV4699'ELIZABETH NB 2 RM 4 RECOVERED AS DESCRIBED
 KV4699
 KV4699                          STATION RECOVERY (1992)
 KV4699
 KV4699'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV4699'THE STATION IS LOCATED IN THE CITY OF LINDEN ON THE PROPERTY OF EXXON
 KV4699'OIL REFINING COMPANY.  PERMISSION TO OCCUPY THE STATION SHOULD BE
 KV4699'OBTAINED FROM MR. WILLIAM FITZSIMMONS, CHIEF OF SECURITY, PHONE  908
 KV4699'474 7037, MAIN GATE NUMBER 908 474 3060.  TO REACH THE STATION FROM
 KV4699'THE JUNCTION OF U.S. HIGHWAYS 1 AND 9 AND STATE HIGHWAY 439 AT THE
 KV4699'BAYWAY TRAFFIC CIRCLE, GO ABOUT 0.7 MI (1.1 KM) SOUTHEAST ON STATE
 KV4699'HIGHWAY 439 TOWARD THE ENTRANCE TO THE GOETHALS BRIDGE.  BEAR TO THE
 KV4699'LEFT AT THE LIGHT AT BAYWAY AVENUE AND THE BRIDGE APPROACH AND GO 0.2
 KV4699'MI (0.3 KM) TO A SHARP TURN RIGHT BACK ONTO THE BAYWAY AVENUE BYPASS.
 KV4699'GO 0.5 MI (0.8 KM) ON THE BAYWAY BYPASS CROSSING THE NEW JERSEY
 KV4699'TURNPIKE, THEN UNDER A BRIDGE TO A TEE INTERSECTION.  TURN LEFT AND
 KV4699'CONTINUE FOR 0.15 MI (0.24 KM) TO THE JUNCTION WITH AMBOY AVENUE.
 KV4699'TURN RIGHT AND FOLLOW AMBOY AVENUE FOR 0.3 MI (0.5 KM) TO A GATEHOUSE
 KV4699'FOR THE WATERFRONT COMPLEX.  FROM THE GATEHOUSE, GO 0.4 MI (0.6 KM)
 KV4699'SOUTH ON KOHLER WAY TO THE JUNCTION WITH RAILROAD AVENUE.  TURN RIGHT
 KV4699'AND GO 0.3 MI (0.5 KM) WEST NORTHWEST TO A RAILROAD GRADE CROSSING,
 KV4699'THE TURNPIKE VIADUCT AND THE STATION ON THE LEFT, SET 0.3 M (1.0 FT)
 KV4699'BELOW THE GROUND IN A PLASTIC PIPE SURROUNDED BY A GRAVEL COLLAR
 KV4699'BETWEEN THE JERSEY CENTRAL RAILROAD RIGHT OF WAY AND THE BRIDGE
 KV4699'CARRYING THE NORTHBOUND LANES OF THE NEW JERSEY TURNPIKE OVER THE
 KV4699'REFINERY PROPERTY.  THE STATION IS 36.5 M (119.8 FT) WEST SOUTHWEST
 KV4699'OF THE CENTERLINE OF RAILROAD AVENUE, 11.7 M (38.4 FT) NORTHWEST FROM
 KV4699'THE WEST RAIL OF THE TRACKS, 14.5 M (47.6 FT) SOUTHWEST OF THE
 KV4699'SOUTHERLY OF A SET OF THREE STEEL COLUMNS WHICH ARE THE MOST EASTERLY
 KV4699'OF A GROUP OF TWO, FOR A PIPELINE BRIDGE, NUMBER 18-8, ON THE
 KV4699'NORTHWEST SIDE OF THE TRACKS, 13.9 M (45.6 FT) SOUTH SOUTHWEST FROM
 KV4699'THE SOUTHERLY OF A SET OF THREE STEEL COLUMNS WHICH ARE THE MOST
 KV4699'WESTERLY OF ROW OF COLUMNS ON THE NORTH SIDE OF THE TRACKS, 31.5 M
 KV4699'(103.3 FT) SOUTHWEST FROM A RAILROAD SIGNAL CROSSING ON THE SOUTHWEST
 KV4699'SIDE OF RAILROAD AVENUE, 23.3 M (76.4 FT) WEST FROM REFERENCE MARK
 KV4699'NUMBER 5, A STANDARD STATE SURVEY DISK STAMPED ELIZABETH N BASE 2 RM
 KV4699'5 1987, SET ON THE NORTHWEST CORNER OF A FORMER SIGNAL BASE, 40.7 M
 KV4699'(133.5 FT) SOUTHWEST FROM REFERENCE MARK NUMBER 4 1950, SET IN A
 KV4699'CULVERT AND 0.2 M (0.7 FT) EAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4766 ***********************************************************************
 KV4766  DESIGNATION -  ELIZABETH PJ SCHWEITZER CHIM
 KV4766  PID         -  KV4766
 KV4766  STATE/COUNTY-  NJ/ESSEX
 KV4766  USGS QUAD   -  ELIZABETH (1995)
 KV4766
 KV4766                         *CURRENT SURVEY CONTROL
 KV4766  ___________________________________________________________________
 KV4766* NAD 83(1996)-  40 41 14.40371(N)    074 12 09.73838(W)     ADJUSTED  
 KV4766* NAVD 88     -                                                        
 KV4766  ___________________________________________________________________
 KV4766  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 KV4766  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV4766
 KV4766  HORZ ORDER  -  THIRD
 KV4766
 KV4766.The horizontal coordinates were established by classical geodetic methods
 KV4766.and adjusted by the National Geodetic Survey in September 1999..
 KV4766
 KV4766
 KV4766.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4766
 KV4766.The geoid height was determined by GEOID03.
 KV4766
 KV4766;                    North         East     Units Scale Factor Converg.
 KV4766;SPC NJ       -   205,871.741   175,128.291   MT  0.99990777   +0 11 37.7
 KV4766;SPC NJ       -   675,430.87    574,566.73   sFT  0.99990777   +0 11 37.7
 KV4766;SPC NY L     -    57,837.720   282,865.065   MT  0.99999892   -0 07 57.3
 KV4766;SPC NY L     -   189,755.92    928,033.13   sFT  0.99999892   -0 07 57.3
 KV4766;UTM  18      - 4,504,354.751   567,369.916   MT  0.99965586   +0 31 11.3
 KV4766
 KV4766                          SUPERSEDED SURVEY CONTROL
 KV4766
 KV4766  NAD 83(1996)-  40 41 14.40358(N)    074 12 09.73831(W) AD(       ) 4
 KV4766  NAD 83(1986)-  40 41 14.40083(N)    074 12 09.73973(W) AD(       ) 4
 KV4766  NAD 27      -  40 41 14.03300(N)    074 12 11.22000(W) AD(       ) 3
 KV4766
 KV4766.Superseded values are not recommended for survey control.
 KV4766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4766.See file dsdata.txt to determine how the superseded data were derived.
 KV4766
 KV4766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6737004355(NAD 83)
 KV4766_MARKER: 85 = CHIMNEY
 KV4766
 KV4766  HISTORY     - Date     Condition        Report By
 KV4766  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4766  HISTORY     - 1934     GOOD             CGS
 KV4766  HISTORY     - 1946     GOOD             CGS
 KV4766  HISTORY     - 19940818 MARK NOT FOUND   USPSQD
 KV4766
 KV4766                          STATION DESCRIPTION
 KV4766
 KV4766'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4766'THE FAIRLY PROMINENT CHIMNEY, APPROXIMATELY 3 MILES W OF
 KV4766'NEWARK BAY, IN ELIZABETH, ABOUT MIDWAY BETWEEN FRELINGHUYSEN
 KV4766'AVENUE AND THE PENNSYLVANIA RAILROAD MAIN LINE TRACKS AND ON
 KV4766'THE S SIDE OF VIRGINIA AVENUE, IN THE PROPERTY OF PETER J.
 KV4766'SCHWEITZER COMPANY, RISING OUT OF THE CENTRAL PART OF THE
 KV4766'BOILER HOUSE.  IT IS A WHITE, BRICK CHIMNEY, HAVING STANWOOD
 KV4766'TIRES INLAID ON THREE SIDES.
 KV4766'
 KV4766'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 150 FEET ABOVE
 KV4766'GROUND.
 KV4766
 KV4766                          STATION RECOVERY (1934)
 KV4766
 KV4766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4766'RECOVERED AS DESCRIBED WITH THE FOLLOWING NOTE AND
 KV4766'EXCEPTION.  CHIMNEY (STANWOOD TIRES) IS A YELLOW CHIMNEY.
 KV4766
 KV4766                          STATION RECOVERY (1946)
 KV4766
 KV4766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAN)
 KV4766'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 KV4766
 KV4766                          STATION RECOVERY (1994)
 KV4766
 KV4766'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4732 ***********************************************************************
 KV4732  DESIGNATION -  ELIZABETH RISING SUN BREW FLAG
 KV4732  PID         -  KV4732
 KV4732  STATE/COUNTY-  NJ/UNION
 KV4732  USGS QUAD   -  ELIZABETH (1995)
 KV4732
 KV4732                         *CURRENT SURVEY CONTROL
 KV4732  ___________________________________________________________________
 KV4732* NAD 83(1996)-  40 39 28.91683(N)    074 12 04.53927(W)     ADJUSTED  
 KV4732* NAVD 88     -                                                        
 KV4732  ___________________________________________________________________
 KV4732  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 KV4732  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV4732
 KV4732  HORZ ORDER  -  THIRD
 KV4732
 KV4732.The horizontal coordinates were established by classical geodetic methods
 KV4732.and adjusted by the National Geodetic Survey in September 1999..
 KV4732
 KV4732
 KV4732.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4732
 KV4732.The geoid height was determined by GEOID03.
 KV4732
 KV4732;                    North         East     Units Scale Factor Converg.
 KV4732;SPC NJ       -   202,618.568   175,261.416   MT  0.99990785   +0 11 40.7
 KV4732;SPC NJ       -   664,757.75    575,003.50   sFT  0.99990785   +0 11 40.7
 KV4732;SPC NY L     -    54,583.542   282,979.668   MT  1.00000049   -0 07 53.9
 KV4732;SPC NY L     -   179,079.50    928,409.13   sFT  1.00000049   -0 07 53.9
 KV4732;UTM  18      - 4,501,103.206   567,521.504   MT  0.99965612   +0 31 13.6
 KV4732
 KV4732                          SUPERSEDED SURVEY CONTROL
 KV4732
 KV4732  NAD 83(1996)-  40 39 28.91679(N)    074 12 04.53920(W) AD(       ) 4
 KV4732  NAD 83(1986)-  40 39 28.91433(N)    074 12 04.53673(W) AD(       ) 4
 KV4732  NAD 27      -  40 39 28.54400(N)    074 12 06.01200(W) AD(       ) 3
 KV4732
 KV4732.Superseded values are not recommended for survey control.
 KV4732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4732.See file dsdata.txt to determine how the superseded data were derived.
 KV4732
 KV4732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6752201103(NAD 83)
 KV4732_MARKER: 62 = FLAGPOLE
 KV4732
 KV4732  HISTORY     - Date     Condition        Report By
 KV4732  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4732  HISTORY     - 19940524 MARK NOT FOUND   USPSQD
 KV4732
 KV4732                          STATION DESCRIPTION
 KV4732
 KV4732'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4732'THE FLAGPOLE, IN ELIZABETH, ON THE S SIDE OF SEVENTH STREET
 KV4732'BETWEEN MARSHALL STREET AND ELIZABETH AVENUE, ATOP THE FAIRLY
 KV4732'PROMINENT TOWER OF THE RISING SUN BREWERY.  RISING AT THE NW CORNER
 KV4732'OF THE 5-STORY RED BRICK BUILDING IS A SQUARE CLOCK TOWER
 KV4732'SURMOUNTED BY A GREEN TILE-ROOFED BELL TOWER AND A FLAGPOLE.
 KV4732'
 KV4732'THE STATION IS THE BALL-APEX OF THE FLAGPOLE, APPROXIMATELY 90
 KV4732'FEET ABOVE THE STREET.
 KV4732
 KV4732                          STATION RECOVERY (1994)
 KV4732
 KV4732'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4833 ***********************************************************************
 KV4833  DESIGNATION -  ELIZABETH S BASE
 KV4833  PID         -  KV4833
 KV4833  STATE/COUNTY-  NJ/MIDDLESEX
 KV4833  USGS QUAD   -  PERTH AMBOY (1981)
 KV4833
 KV4833                         *CURRENT SURVEY CONTROL
 KV4833  ___________________________________________________________________
 KV4833* NAD 83(1996)-  40 33 59.53239(N)    074 14 59.81892(W)     ADJUSTED  
 KV4833* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 KV4833  ___________________________________________________________________
 KV4833  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 KV4833  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV4833
 KV4833  HORZ ORDER  -  FIRST
 KV4833
 KV4833.The horizontal coordinates were established by classical geodetic methods
 KV4833.and adjusted by the National Geodetic Survey in September 1999..
 KV4833
 KV4833.The orthometric height was scaled from a topographic map.
 KV4833
 KV4833.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4833
 KV4833.The geoid height was determined by GEOID03.
 KV4833
 KV4833;                    North         East     Units Scale Factor Converg.
 KV4833;SPC NJ       -   192,446.454   171,173.142   MT  0.99990552   +0 09 45.4
 KV4833;SPC NJ       -   631,384.74    561,590.55   sFT  0.99990552   +0 09 45.4
 KV4833;SPC NY L     -    44,433.884   278,833.149   MT  1.00000708   -0 09 48.6
 KV4833;SPC NY L     -   145,780.17    914,805.09   sFT  1.00000708   -0 09 48.6
 KV4833;UTM  18      - 4,490,910.620   563,492.104   MT  0.99964962   +0 29 16.1
 KV4833
 KV4833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4833!SPC NJ       -   1.00000420  x   0.99990552  =   0.99990972
 KV4833!SPC NY L     -   1.00000420  x   1.00000708  =   1.00001128
 KV4833!UTM  18      -   1.00000420  x   0.99964962  =   0.99965382
 KV4833
 KV4833:                Primary Azimuth Mark                     Grid Az
 KV4833:SPC NJ       -  ROSSVILLE WBBR S RADIO MAST              120 28 40.7
 KV4833:SPC NY L     -  ROSSVILLE WBBR S RADIO MAST              120 48 14.7
 KV4833:UTM  18      -  ROSSVILLE WBBR S RADIO MAST              120 09 10.0
 KV4833
 KV4833|---------------------------------------------------------------------|
 KV4833| PID    Reference Object                     Distance      Geod. Az  |
 KV4833|                                                           dddmmss.s |
 KV4833| KV4632 ROSSVILLE WBBR S RADIO MAST         APPROX. 4.7 KM 1203826.1 |
 KV4833| CB5882 ELIZABETH S BASE RM 1                31.105 METERS 22525     |
 KV4833| CB5883 ELIZABETH S BASE RM 2                38.590 METERS 29544     |
 KV4833|---------------------------------------------------------------------|
 KV4833
 KV4833                          SUPERSEDED SURVEY CONTROL
 KV4833
 KV4833  NAD 83(1996)-  40 33 59.53222(N)    074 14 59.81941(W) AD(       ) 1
 KV4833  NAD 83(1986)-  40 33 59.53472(N)    074 14 59.81235(W) AD(       ) 1
 KV4833  NAD 27      -  40 33 59.16300(N)    074 15 01.28800(W) AD(       ) 1
 KV4833
 KV4833.Superseded values are not recommended for survey control.
 KV4833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4833.See file dsdata.txt to determine how the superseded data were derived.
 KV4833
 KV4833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6349290911(NAD 83)
 KV4833_MARKER: DS = TRIANGULATION STATION DISK
 KV4833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4833_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV4833
 KV4833  HISTORY     - Date     Condition        Report By
 KV4833  HISTORY     - 1936     MONUMENTED       CGS
 KV4833  HISTORY     - 1937     GOOD             CGS
 KV4833
 KV4833                          STATION DESCRIPTION
 KV4833
 KV4833'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JPL)
 KV4833'STATION IS OPPOSITE THE RAILROAD STATION AT PORT READING WHICH
 KV4833'IS ABOUT 1-1/2 MILES SW OF CARTERET AND 1 MILE E OF
 KV4833'WOODBRIDGE.  STATION IS 20.5 METERS E OF THE FIRST SEMAPHORE
 KV4833'S OF THE WATCHMANS HOUSE AT THE INTERSECTION OF WOODBRIDGE-SOUTH
 KV4833'CARTERET HIGHWAY AND THE NEW JERSEY CENTRAL TRACKS, 50 METERS
 KV4833'W OF BALL PARK BACKSTOP, ABOUT 50 METERS SE OF PORT READING
 KV4833'STATION, AND 27.2 METERS E OF THE W RAIL OF THE W PAIR OF
 KV4833'TRACKS.
 KV4833'
 KV4833'SURFACE-STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KV4833'SET IN CONCRETE.
 KV4833'
 KV4833'UNDERGROUND MARK IS AN IRON NAIL SET IN CONCRETE.
 KV4833'
 KV4833'STATION MARK IS 4 INCHES UNDERGROUND.
 KV4833'
 KV4833'REFERENCE MARKS ARE FLUSH WITH THE GROUND.
 KV4833'
 KV4833'REFERENCE MARK NO.1 IS 3 METERS N OF THE SIXTH POLE S OF THE
 KV4833'HIGHWAY ON THE E SIDE OF THE NEW JERSEY CENTRAL TRACKS, 10.9
 KV4833'METERS E OF THE E RAIL, 20 METERS S OF THE CENTER OF THE SEMAPHORE.
 KV4833'
 KV4833'REFERENCE MARK NO.2 IS OPPOSITE ELIZABETH S.B., 32 METERS S
 KV4833'OF THE NEAREST EDGE OF THE PORT READING WAITING STATION
 KV4833'BUILDING, 1 METER E OF HEDGE AT THE REAR OF PROPERTY OF
 KV4833'MR. AUGUST F. ZULLO, AND 11.3 METERS W OF WESTERMOST RAIL OF THE
 KV4833'NEW JERSEY CENTRAL.
 KV4833'
 KV4833'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 KV4833
 KV4833                          STATION RECOVERY (1937)
 KV4833
 KV4833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (CDM)
 KV4833'STATION RECOVERED AS DESCRIBED.  THE STATION AND REFERENCE
 KV4833'MARKS WERE STAMPED ELIZABETH S.B. 1936.  THE NUMBERS OF THE
 KV4833'REFERENCE MARKS WERE STAMPED ON THE DISKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4715 ***********************************************************************
 KV4715  DESIGNATION -  ELIZABETH ST ADELBERTS CH DOME
 KV4715  PID         -  KV4715
 KV4715  STATE/COUNTY-  NJ/UNION
 KV4715  USGS QUAD   -  ELIZABETH (1995)
 KV4715
 KV4715                         *CURRENT SURVEY CONTROL
 KV4715  ___________________________________________________________________
 KV4715* NAD 83(1996)-  40 39 05.76346(N)    074 11 29.89505(W)     ADJUSTED  
 KV4715* NAVD 88     -                                                        
 KV4715  ___________________________________________________________________
 KV4715  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 KV4715  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV4715
 KV4715  HORZ ORDER  -  THIRD
 KV4715
 KV4715.The horizontal coordinates were established by classical geodetic methods
 KV4715.and adjusted by the National Geodetic Survey in September 1999..
 KV4715
 KV4715
 KV4715.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4715
 KV4715.The geoid height was determined by GEOID03.
 KV4715
 KV4715;                    North         East     Units Scale Factor Converg.
 KV4715;SPC NJ       -   201,907.247   176,077.677   MT  0.99990837   +0 12 03.2
 KV4715;SPC NJ       -   662,424.03    577,681.51   sFT  0.99990837   +0 12 03.2
 KV4715;SPC NY L     -    53,867.518   283,791.940   MT  1.00000087   -0 07 31.2
 KV4715;SPC NY L     -   176,730.35    931,074.06   sFT  1.00000087   -0 07 31.2
 KV4715;UTM  18      - 4,500,396.716   568,341.589   MT  0.99965749   +0 31 35.9
 KV4715
 KV4715                          SUPERSEDED SURVEY CONTROL
 KV4715
 KV4715  NAD 83(1996)-  40 39 05.76343(N)    074 11 29.89501(W) AD(       ) 4
 KV4715  NAD 83(1986)-  40 39 05.76135(N)    074 11 29.89282(W) AD(       ) 4
 KV4715  NAD 27      -  40 39 05.39100(N)    074 11 31.36800(W) AD(       ) 3
 KV4715
 KV4715.Superseded values are not recommended for survey control.
 KV4715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4715.See file dsdata.txt to determine how the superseded data were derived.
 KV4715
 KV4715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6834200397(NAD 83)
 KV4715_MARKER: 87 = DOME
 KV4715
 KV4715  HISTORY     - Date     Condition        Report By
 KV4715  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4715  HISTORY     - 19940521 GOOD             USPSQD
 KV4715
 KV4715                          STATION DESCRIPTION
 KV4715
 KV4715'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4715'THE FAIRLY PROMINENT TOWER-CUPOLA, IN ELIZABETH, ON THE E SIDE OF
 KV4715'THIRD AVENUE BETWEEN E JERSEY AND FULTON STREETS, ATOP
 KV4715'ST. ADELBERTS CHURCH (A YELLOW BRICK, WHITE STONE TRIMMED BUILDING)
 KV4715'RISING FROM THE THIRD AVENUE SIDE OF THE BUILDING.  IT CONSISTS OF
 KV4715'A SQUARE CLOCK-TOWER CAPPED BY A GREEN, COPPER-SHEATHED DOME
 KV4715'SURMOUNTED BY A BELL-TOWER.
 KV4715'
 KV4715'THE STATION IS THE CROSS AT THE APEX OF THE BELL-TOWER,
 KV4715'APPROXIMATELY 80 FEET ABOVE THE STREET.
 KV4715
 KV4715                          STATION RECOVERY (1994)
 KV4715
 KV4715'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4731 ***********************************************************************
 KV4731  DESIGNATION -  ELIZABETH ST ANTHONYS CH SPIRE
 KV4731  PID         -  KV4731
 KV4731  STATE/COUNTY-  NJ/UNION
 KV4731  USGS QUAD   -  ELIZABETH (1995)
 KV4731
 KV4731                         *CURRENT SURVEY CONTROL
 KV4731  ___________________________________________________________________
 KV4731* NAD 83(1996)-  40 39 29.05473(N)    074 12 23.71357(W)     ADJUSTED  
 KV4731* NAVD 88     -                                                        
 KV4731  ___________________________________________________________________
 KV4731  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 KV4731  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV4731
 KV4731  HORZ ORDER  -  THIRD
 KV4731
 KV4731.The horizontal coordinates were established by classical geodetic methods
 KV4731.and adjusted by the National Geodetic Survey in September 1999..
 KV4731
 KV4731
 KV4731.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4731
 KV4731.The geoid height was determined by GEOID03.
 KV4731
 KV4731;                    North         East     Units Scale Factor Converg.
 KV4731;SPC NJ       -   202,621.304   174,811.017   MT  0.99990757   +0 11 28.2
 KV4731;SPC NJ       -   664,766.73    573,525.81   sFT  0.99990757   +0 11 28.2
 KV4731;SPC NY L     -    54,588.844   282,529.251   MT  1.00000049   -0 08 06.4
 KV4731;SPC NY L     -   179,096.90    926,931.38   sFT  1.00000049   -0 08 06.4
 KV4731;UTM  18      - 4,501,103.382   567,071.210   MT  0.99965537   +0 31 01.1
 KV4731
 KV4731                          SUPERSEDED SURVEY CONTROL
 KV4731
 KV4731  NAD 83(1996)-  40 39 29.05468(N)    074 12 23.71346(W) AD(       ) 4
 KV4731  NAD 83(1986)-  40 39 29.05269(N)    074 12 23.71094(W) AD(       ) 4
 KV4731  NAD 27      -  40 39 28.68400(N)    074 12 25.18600(W) AD(       ) 3
 KV4731
 KV4731.Superseded values are not recommended for survey control.
 KV4731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4731.See file dsdata.txt to determine how the superseded data were derived.
 KV4731
 KV4731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6707101103(NAD 83)
 KV4731_MARKER: 90 = CHURCH SPIRE
 KV4731
 KV4731  HISTORY     - Date     Condition        Report By
 KV4731  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4731  HISTORY     - 19940521 GOOD             USPSQD
 KV4731
 KV4731                          STATION DESCRIPTION
 KV4731
 KV4731'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4731'THE SPIRE, IN ELIZABETH, AT THE NE CORNER OF THIRD AVENUE AND
 KV4731'CENTER STREET, ATOP ST. ANTHONYS CHURCH, RISING FROM THE S SIDE
 KV4731'OF THIS IRREGULARLY SHAPED YELLOW BRICK CHURCH BUILDING.  IT IS A
 KV4731'LARGE BLACK-SHEATHED SPIRE SURROUNDED BY FOUR SHORTER PYRAMIDAL
 KV4731'SPIRES OF WHITE STONE.
 KV4731'
 KV4731'THE STATION IS THE BASE OF THE LARGE METAL CROSS AT THE SPIRE
 KV4731'APEX, APPROXIMATELY 75 FEET ABOVE THE GROUND.
 KV4731
 KV4731                          STATION RECOVERY (1994)
 KV4731
 KV4731'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4712 ***********************************************************************
 KV4712  DESIGNATION -  ELIZABETH TALL FUNNEL TOP CHIM
 KV4712  PID         -  KV4712
 KV4712  STATE/COUNTY-  NJ/UNION
 KV4712  USGS QUAD   -  ELIZABETH (1995)
 KV4712
 KV4712                         *CURRENT SURVEY CONTROL
 KV4712  ___________________________________________________________________
 KV4712* NAD 83(1996)-  40 38 49.63983(N)    074 11 33.22295(W)     ADJUSTED  
 KV4712* NAVD 88     -                                                        
 KV4712  ___________________________________________________________________
 KV4712  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 KV4712  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV4712
 KV4712  HORZ ORDER  -  THIRD
 KV4712
 KV4712.The horizontal coordinates were established by classical geodetic methods
 KV4712.and adjusted by the National Geodetic Survey in September 1999..
 KV4712
 KV4712
 KV4712.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4712
 KV4712.The geoid height was determined by GEOID03.
 KV4712
 KV4712;                    North         East     Units Scale Factor Converg.
 KV4712;SPC NJ       -   201,409.666   176,001.238   MT  0.99990832   +0 12 01.0
 KV4712;SPC NJ       -   660,791.55    577,430.73   sFT  0.99990832   +0 12 01.0
 KV4712;SPC NY L     -    53,370.334   283,712.663   MT  1.00000114   -0 07 33.4
 KV4712;SPC NY L     -   175,099.17    930,813.96   sFT  1.00000114   -0 07 33.4
 KV4712;UTM  18      - 4,499,898.833   568,268.000   MT  0.99965736   +0 31 33.5
 KV4712
 KV4712                          SUPERSEDED SURVEY CONTROL
 KV4712
 KV4712  NAD 83(1996)-  40 38 49.63980(N)    074 11 33.22290(W) AD(       ) 4
 KV4712  NAD 83(1986)-  40 38 49.63808(N)    074 11 33.22146(W) AD(       ) 4
 KV4712  NAD 27      -  40 38 49.27000(N)    074 11 34.70000(W) AD(       ) 3
 KV4712
 KV4712.Superseded values are not recommended for survey control.
 KV4712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4712.See file dsdata.txt to determine how the superseded data were derived.
 KV4712
 KV4712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6826899899(NAD 83)
 KV4712_MARKER: 85 = CHIMNEY
 KV4712
 KV4712  HISTORY     - Date     Condition        Report By
 KV4712  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4712
 KV4712                          STATION DESCRIPTION
 KV4712
 KV4712'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4736 ***********************************************************************
 KV4736  DESIGNATION -  ELIZABETH TALLEST BUILDING
 KV4736  PID         -  KV4736
 KV4736  STATE/COUNTY-  NJ/UNION
 KV4736  USGS QUAD   -  ELIZABETH (1995)
 KV4736
 KV4736                         *CURRENT SURVEY CONTROL
 KV4736  ___________________________________________________________________
 KV4736* NAD 83(1996)-  40 39 43.68478(N)    074 12 57.78611(W)     ADJUSTED  
 KV4736* NAVD 88     -                                                        
 KV4736  ___________________________________________________________________
 KV4736  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 KV4736  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV4736
 KV4736  HORZ ORDER  -  THIRD
 KV4736
 KV4736.The horizontal coordinates were established by classical geodetic methods
 KV4736.and adjusted by the National Geodetic Survey in September 1999..
 KV4736
 KV4736
 KV4736.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4736
 KV4736.The geoid height was determined by GEOID03.
 KV4736
 KV4736;                    North         East     Units Scale Factor Converg.
 KV4736;SPC NJ       -   203,069.918   174,009.232   MT  0.99990709   +0 11 06.1
 KV4736;SPC NJ       -   666,238.56    570,895.29   sFT  0.99990709   +0 11 06.1
 KV4736;SPC NY L     -    55,042.059   281,729.959   MT  1.00000025   -0 08 28.7
 KV4736;SPC NY L     -   180,583.82    924,309.04   sFT  1.00000025   -0 08 28.7
 KV4736;UTM  18      - 4,501,547.317   566,267.091   MT  0.99965405   +0 30 39.0
 KV4736
 KV4736                          SUPERSEDED SURVEY CONTROL
 KV4736
 KV4736  NAD 83(1996)-  40 39 43.68471(N)    074 12 57.78604(W) AD(       ) 4
 KV4736  NAD 83(1986)-  40 39 43.68256(N)    074 12 57.78572(W) AD(       ) 4
 KV4736  NAD 27      -  40 39 43.31400(N)    074 12 59.27300(W) AD(       ) 3
 KV4736
 KV4736.Superseded values are not recommended for survey control.
 KV4736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4736.See file dsdata.txt to determine how the superseded data were derived.
 KV4736
 KV4736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6626701547(NAD 83)
 KV4736
 KV4736  HISTORY     - Date     Condition        Report By
 KV4736  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4736  HISTORY     - 1979     GOOD             NGS
 KV4736  HISTORY     - 19940521 GOOD             USPSQD
 KV4736
 KV4736                          STATION DESCRIPTION
 KV4736
 KV4736'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4736'THE TALLEST AND MOST PROMINENT BUILDING (COMPLETED DURING 1932)
 KV4736'IN ELIZABETH, LOCATED APPROXIMATELY 2 MILES NW OF GOETHALS
 KV4736'BRIDGE AND CLOSE BY THE TALLEST AND MOST PROMINENT SPIRE.  IT
 KV4736'IS A SQUARE, WHITE, STONE, OFFICE BUILDING APPROXIMATELY 30
 KV4736'STORIES HIGH, AND THE OUTSTANDING LANDMARK IN ELIZABETH.
 KV4736'
 KV4736'THE STATION IS THE APEX OF THE PYRAMIDAL ROOF.
 KV4736'
 KV4736'IT WAS NOT VISITED.
 KV4736
 KV4736                          STATION RECOVERY (1979)
 KV4736
 KV4736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JWB)
 KV4736'THE STATION WAS RECOVERED AS DESCRIBED IN BOOK 734 PG 13.
 KV4736
 KV4736                          STATION RECOVERY (1994)
 KV4736
 KV4736'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4724 ***********************************************************************
 KV4724  DESIGNATION -  ELIZABETH TALLEST GAS TANK
 KV4724  PID         -  KV4724
 KV4724  STATE/COUNTY-  NJ/UNION
 KV4724  USGS QUAD   -  ELIZABETH (1995)
 KV4724
 KV4724                         *CURRENT SURVEY CONTROL
 KV4724  ___________________________________________________________________
 KV4724* NAD 83(1996)-  40 38 45.07178(N)    074 11 53.33518(W)     ADJUSTED  
 KV4724* NAVD 88     -                                                        
 KV4724  ___________________________________________________________________
 KV4724  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 KV4724  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV4724
 KV4724  HORZ ORDER  -  THIRD
 KV4724
 KV4724.The horizontal coordinates were established by classical geodetic methods
 KV4724.and adjusted by the National Geodetic Survey in September 1999..
 KV4724
 KV4724
 KV4724.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4724
 KV4724.The geoid height was determined by GEOID03.
 KV4724
 KV4724;                    North         East     Units Scale Factor Converg.
 KV4724;SPC NJ       -   201,267.135   175,529.230   MT  0.99990802   +0 11 47.8
 KV4724;SPC NJ       -   660,323.93    575,882.15   sFT  0.99990802   +0 11 47.8
 KV4724;SPC NY L     -    53,230.480   283,239.806   MT  1.00000122   -0 07 46.6
 KV4724;SPC NY L     -   174,640.33    929,262.60   sFT  1.00000122   -0 07 46.6
 KV4724;UTM  18      - 4,499,753.657   567,796.927   MT  0.99965658   +0 31 20.4
 KV4724
 KV4724                          SUPERSEDED SURVEY CONTROL
 KV4724
 KV4724  NAD 83(1996)-  40 38 45.07174(N)    074 11 53.33514(W) AD(       ) 4
 KV4724  NAD 83(1986)-  40 38 45.06985(N)    074 11 53.33373(W) AD(       ) 4
 KV4724  NAD 27      -  40 38 44.70000(N)    074 11 54.82300(W) AD(       ) 3
 KV4724
 KV4724.Superseded values are not recommended for survey control.
 KV4724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4724.See file dsdata.txt to determine how the superseded data were derived.
 KV4724
 KV4724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6779799754(NAD 83)
 KV4724_MARKER: 51 = TANK
 KV4724
 KV4724  HISTORY     - Date     Condition        Report By
 KV4724  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4724
 KV4724                          STATION DESCRIPTION
 KV4724
 KV4724'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4724'THE TALLEST OF THREE GAS TANKS, APPROXIMATELY 3/4 MILE N OF
 KV4724'GOETHALS BRIDGE, IN ELIZABETH ON THE NW CORNER OF THIRD AVENUE
 KV4724'AND SOUTH SECOND STREET, IN THE PROPERTY OF THE ELIZABETHTOWN
 KV4724'CONSOLIDATED GAS COMPANY.  IT IS AN ORDINARY, GRAY, STEEL,
 KV4724'EXPANSION TYPE GAS HOLDER, THE TALLEST OF THREE IN THIS VICINITY.
 KV4724'
 KV4724'THE STATION IS THE CENTER OF THE TANK-TOP, 223 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4723 ***********************************************************************
 KV4723  DESIGNATION -  ELIZABETH THOMAS AND BETTS TK
 KV4723  PID         -  KV4723
 KV4723  STATE/COUNTY-  NJ/UNION
 KV4723  USGS QUAD   -  ELIZABETH (1995)
 KV4723
 KV4723                         *CURRENT SURVEY CONTROL
 KV4723  ___________________________________________________________________
 KV4723* NAD 83(1996)-  40 38 46.62761(N)    074 11 34.94545(W)     ADJUSTED  
 KV4723* NAVD 88     -                                                        
 KV4723  ___________________________________________________________________
 KV4723  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 KV4723  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV4723
 KV4723  HORZ ORDER  -  THIRD
 KV4723
 KV4723.The horizontal coordinates were established by classical geodetic methods
 KV4723.and adjusted by the National Geodetic Survey in September 1999..
 KV4723
 KV4723
 KV4723.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4723
 KV4723.The geoid height was determined by GEOID03.
 KV4723
 KV4723;                    North         East     Units Scale Factor Converg.
 KV4723;SPC NJ       -   201,316.617   175,961.096   MT  0.99990829   +0 11 59.8
 KV4723;SPC NJ       -   660,486.27    577,299.03   sFT  0.99990829   +0 11 59.8
 KV4723;SPC NY L     -    53,277.507   283,671.988   MT  1.00000120   -0 07 34.6
 KV4723;SPC NY L     -   174,794.62    930,680.51   sFT  1.00000120   -0 07 34.6
 KV4723;UTM  18      - 4,499,805.581   568,228.397   MT  0.99965730   +0 31 32.4
 KV4723
 KV4723                          SUPERSEDED SURVEY CONTROL
 KV4723
 KV4723  NAD 83(1996)-  40 38 46.62758(N)    074 11 34.94542(W) AD(       ) 4
 KV4723  NAD 83(1986)-  40 38 46.62574(N)    074 11 34.94321(W) AD(       ) 4
 KV4723  NAD 27      -  40 38 46.25600(N)    074 11 36.41900(W) AD(       ) 3
 KV4723
 KV4723.Superseded values are not recommended for survey control.
 KV4723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4723.See file dsdata.txt to determine how the superseded data were derived.
 KV4723
 KV4723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6822899806(NAD 83)
 KV4723_MARKER: 53 = ELEVATED TANK
 KV4723
 KV4723  HISTORY     - Date     Condition        Report By
 KV4723  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4723  HISTORY     - 19940521 MARK NOT FOUND   USPSQD
 KV4723
 KV4723                          STATION DESCRIPTION
 KV4723
 KV4723'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4723'THE FAIRLY PROMINENT TANK, IN ELIZABETH JUST N OF THE ELIZABETH
 KV4723'RIVER, AND SW OF THE INTERSECTION OF BUTLER STREET AND ELIZABETH
 KV4723'AVENUE, IN THE PROPERTY OF THOMAS AND BETTS COMPANY.  IT IS AN
 KV4723'ORDINARY TYPE, CONICAL-TOP, BLACK, IRON, WATER TANK ATOP A STEEL,
 KV4723'SPIDER STRUCTURE HAVING THE LETTERS T AND B ON TWO SIDES.
 KV4723'
 KV4723'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 125 FEET ABOVE
 KV4723'GROUND.
 KV4723
 KV4723                          STATION RECOVERY (1994)
 KV4723
 KV4723'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4723'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4726 ***********************************************************************
 KV4726  DESIGNATION -  ELIZABETHPORT A AND F BROWN TK
 KV4726  PID         -  KV4726
 KV4726  STATE/COUNTY-  NJ/UNION
 KV4726  USGS QUAD   -  ELIZABETH (1995)
 KV4726
 KV4726                         *CURRENT SURVEY CONTROL
 KV4726  ___________________________________________________________________
 KV4726* NAD 83(1996)-  40 39 23.43326(N)    074 11 04.26101(W)     ADJUSTED  
 KV4726* NAVD 88     -                                                        
 KV4726  ___________________________________________________________________
 KV4726  LAPLACE CORR-           5.78  (seconds)                    DEFLEC99
 KV4726  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KV4726
 KV4726  HORZ ORDER  -  THIRD
 KV4726
 KV4726.The horizontal coordinates were established by classical geodetic methods
 KV4726.and adjusted by the National Geodetic Survey in September 1999..
 KV4726
 KV4726
 KV4726.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4726
 KV4726.The geoid height was determined by GEOID03.
 KV4726
 KV4726;                    North         East     Units Scale Factor Converg.
 KV4726;SPC NJ       -   202,454.380   176,677.896   MT  0.99990876   +0 12 20.0
 KV4726;SPC NJ       -   664,219.08    579,650.73   sFT  0.99990876   +0 12 20.0
 KV4726;SPC NY L     -    54,411.275   284,395.321   MT  1.00000058   -0 07 14.5
 KV4726;SPC NY L     -   178,514.32    933,053.65   sFT  1.00000058   -0 07 14.5
 KV4726;UTM  18      - 4,500,947.114   568,938.539   MT  0.99965850   +0 31 52.8
 KV4726
 KV4726                          SUPERSEDED SURVEY CONTROL
 KV4726
 KV4726  NAD 83(1996)-  40 39 23.43323(N)    074 11 04.26099(W) AD(       ) 4
 KV4726  NAD 83(1986)-  40 39 23.43178(N)    074 11 04.25980(W) AD(       ) 4
 KV4726  NAD 27      -  40 39 23.06300(N)    074 11 05.73800(W) AD(       ) 3
 KV4726
 KV4726.Superseded values are not recommended for survey control.
 KV4726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4726.See file dsdata.txt to determine how the superseded data were derived.
 KV4726
 KV4726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6893900947(NAD 83)
 KV4726_MARKER: 53 = ELEVATED TANK
 KV4726
 KV4726  HISTORY     - Date     Condition        Report By
 KV4726  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4726  HISTORY     - 19940522 MARK NOT FOUND   USPSQD
 KV4726
 KV4726                          STATION DESCRIPTION
 KV4726
 KV4726'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4726'THE FAIRLY PROMINENT TANK IN ELIZABETHPORT ON THE WESTERLY SIDE OF
 KV4726'THIRD STREET BETWEEN THE PROLONGATION OF CLARK AND INSLEE PLACES,
 KV4726'IN THE PROPERTY OF THE A. AND F. BROWN COMPANY.  IT IS AN ORDINARY
 KV4726'TYPE, CONICAL-TOP, BLACK, STEEL, WATER TANK ATOP A STEEL, LATTICE
 KV4726'STRUCTURE.
 KV4726'
 KV4726'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 90 FEET ABOVE
 KV4726'GROUND.
 KV4726
 KV4726                          STATION RECOVERY (1994)
 KV4726
 KV4726'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6484 ***********************************************************************
 KV6484  DESIGNATION -  ELIZABETHPORT LIGHT
 KV6484  PID         -  KV6484
 KV6484  STATE/COUNTY-  NJ/UNION
 KV6484  USGS QUAD   -  ELIZABETH (1995)
 KV6484
 KV6484                         *CURRENT SURVEY CONTROL
 KV6484  ___________________________________________________________________
 KV6484* NAD 83(1996)-  40 38 46.57320(N)    074 11 19.86856(W)     ADJUSTED  
 KV6484* NAVD 88     -        22.6    (meters)      74.     (feet)  VERTCON   
 KV6484  ___________________________________________________________________
 KV6484  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 KV6484  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV6484
 KV6484  HORZ ORDER  -  THIRD
 KV6484
 KV6484.The horizontal coordinates were established by classical geodetic methods
 KV6484.and adjusted by the National Geodetic Survey in September 1999..
 KV6484
 KV6484.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6484
 KV6484.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6484
 KV6484.The geoid height was determined by GEOID03.
 KV6484
 KV6484;                    North         East     Units Scale Factor Converg.
 KV6484;SPC NJ       -   201,316.183   176,315.305   MT  0.99990852   +0 12 09.6
 KV6484;SPC NJ       -   660,484.84    578,461.13   sFT  0.99990852   +0 12 09.6
 KV6484;SPC NY L     -    53,275.056   284,026.221   MT  1.00000120   -0 07 24.7
 KV6484;SPC NY L     -   174,786.58    931,842.69   sFT  1.00000120   -0 07 24.7
 KV6484;SPC NY E     -   201,316.183   176,315.305   MT  0.99990852   +0 12 09.6
 KV6484;SPC NY E     -   660,484.84    578,461.13   sFT  0.99990852   +0 12 09.6
 KV6484;UTM  18      - 4,499,807.160   568,582.514   MT  0.99965789   +0 31 42.2
 KV6484
 KV6484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6484!SPC NJ       -   1.00000153  x   0.99990852  =   0.99991005
 KV6484!SPC NY L     -   1.00000153  x   1.00000120  =   1.00000273
 KV6484!SPC NY E     -   1.00000153  x   0.99990852  =   0.99991005
 KV6484!UTM  18      -   1.00000153  x   0.99965789  =   0.99965942
 KV6484
 KV6484                          SUPERSEDED SURVEY CONTROL
 KV6484
 KV6484  NAD 83(1996)-  40 38 46.57320(N)    074 11 19.86856(W) AD(       ) 4
 KV6484  NAD 83(1986)-  40 38 46.57366(N)    074 11 19.86917(W) AD(       ) 4
 KV6484  NGVD 29 (09/24/91)   22.9    (m)           75.     (f) VERT ANG       
 KV6484
 KV6484.Superseded values are not recommended for survey control.
 KV6484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6484.See file dsdata.txt to determine how the superseded data were derived.
 KV6484
 KV6484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6858399807(NAD 83)
 KV6484_MARKER: 14 = NAVIGATION LIGHT
 KV6484
 KV6484  HISTORY     - Date     Condition        Report By
 KV6484  HISTORY     - 1985     FIRST OBSERVED   B+OINC
 KV6484
 KV6484                          STATION DESCRIPTION
 KV6484
 KV6484'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6484'PUBLISHED IN COAST GUARD LIGHT LIST AS LIGHT NO 1822-50.  STATION IS
 KV6484'THE CENTER OF THE RED NAVIGATION LIGHT THAT IS SET IN A HOLE AT THE
 KV6484'CENTER OF A TR MARKER.  IT IS LOCATED ON THE ROOF AT THE NORTH SIDE OF
 KV6484'A LONG BUILDING AND ABOUT 55 FEET ABOVE THE GROUND.  IT IS ABOUT
 KV6484'500 FEET WEST OF THE ARTHUR KILL RIVER IN THE TOWN OF ELIZABETHPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4718 ***********************************************************************
 KV4718  DESIGNATION -  ELIZABETHPORT SINGER S CHIM
 KV4718  PID         -  KV4718
 KV4718  STATE/COUNTY-  NJ/UNION
 KV4718  USGS QUAD   -  ELIZABETH (1995)
 KV4718
 KV4718                         *CURRENT SURVEY CONTROL
 KV4718  ___________________________________________________________________
 KV4718* NAD 83(1996)-  40 39 13.14921(N)    074 10 30.78608(W)     ADJUSTED  
 KV4718* NAVD 88     -                                                        
 KV4718  ___________________________________________________________________
 KV4718  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 KV4718  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KV4718
 KV4718  HORZ ORDER  -  THIRD
 KV4718
 KV4718.The horizontal coordinates were established by classical geodetic methods
 KV4718.and adjusted by the National Geodetic Survey in September 1999..
 KV4718
 KV4718
 KV4718.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4718
 KV4718.The geoid height was determined by GEOID03.
 KV4718
 KV4718;                    North         East     Units Scale Factor Converg.
 KV4718;SPC NJ       -   202,140.047   177,465.377   MT  0.99990928   +0 12 41.7
 KV4718;SPC NJ       -   663,187.80    582,234.32   sFT  0.99990928   +0 12 41.7
 KV4718;SPC NY L     -    54,092.434   285,181.072   MT  1.00000075   -0 06 52.6
 KV4718;SPC NY L     -   177,468.26    935,631.57   sFT  1.00000075   -0 06 52.6
 KV4718;UTM  18      - 4,500,637.341   569,727.597   MT  0.99965984   +0 32 14.5
 KV4718
 KV4718                          SUPERSEDED SURVEY CONTROL
 KV4718
 KV4718  NAD 83(1996)-  40 39 13.14918(N)    074 10 30.78608(W) AD(       ) 4
 KV4718  NAD 83(1986)-  40 39 13.14748(N)    074 10 30.78545(W) AD(       ) 4
 KV4718  NAD 27      -  40 39 12.77700(N)    074 10 32.26600(W) AD(       ) 3
 KV4718
 KV4718.Superseded values are not recommended for survey control.
 KV4718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4718.See file dsdata.txt to determine how the superseded data were derived.
 KV4718
 KV4718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6972800637(NAD 83)
 KV4718_MARKER: 85 = CHIMNEY
 KV4718
 KV4718  HISTORY     - Date     Condition        Report By
 KV4718  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4718  HISTORY     - 19940621 MARK NOT FOUND   USPSQD
 KV4718
 KV4718                          STATION DESCRIPTION
 KV4718
 KV4718'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4719 ***********************************************************************
 KV4719  DESIGNATION -  ELIZABETHPORT SINGER TANK
 KV4719  PID         -  KV4719
 KV4719  STATE/COUNTY-  NJ/UNION
 KV4719  USGS QUAD   -  ELIZABETH (1995)
 KV4719
 KV4719                         *CURRENT SURVEY CONTROL
 KV4719  ___________________________________________________________________
 KV4719* NAD 83(1996)-  40 39 12.80921(N)    074 10 28.40650(W)     ADJUSTED  
 KV4719* NAVD 88     -                                                        
 KV4719  ___________________________________________________________________
 KV4719  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 KV4719  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KV4719
 KV4719  HORZ ORDER  -  THIRD
 KV4719
 KV4719.The horizontal coordinates were established by classical geodetic methods
 KV4719.and adjusted by the National Geodetic Survey in September 1999..
 KV4719
 KV4719
 KV4719.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4719
 KV4719.The geoid height was determined by GEOID03.
 KV4719
 KV4719;                    North         East     Units Scale Factor Converg.
 KV4719;SPC NJ       -   202,129.767   177,521.313   MT  0.99990932   +0 12 43.3
 KV4719;SPC NJ       -   663,154.08    582,417.84   sFT  0.99990932   +0 12 43.3
 KV4719;SPC NY L     -    54,081.835   285,236.954   MT  1.00000075   -0 06 51.0
 KV4719;SPC NY L     -   177,433.49    935,814.91   sFT  1.00000075   -0 06 51.0
 KV4719;UTM  18      - 4,500,627.382   569,783.577   MT  0.99965994   +0 32 16.0
 KV4719
 KV4719                          SUPERSEDED SURVEY CONTROL
 KV4719
 KV4719  NAD 83(1996)-  40 39 12.80915(N)    074 10 28.40649(W) AD(       ) 4
 KV4719  NAD 83(1986)-  40 39 12.80728(N)    074 10 28.40555(W) AD(       ) 4
 KV4719  NAD 27      -  40 39 12.43600(N)    074 10 29.88400(W) AD(       ) 3
 KV4719
 KV4719.Superseded values are not recommended for survey control.
 KV4719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4719.See file dsdata.txt to determine how the superseded data were derived.
 KV4719
 KV4719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6978400627(NAD 83)
 KV4719_MARKER: 53 = ELEVATED TANK
 KV4719
 KV4719  HISTORY     - Date     Condition        Report By
 KV4719  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4719  HISTORY     - 1934     GOOD             CGS
 KV4719  HISTORY     - 19940621 MARK NOT FOUND   USPSQD
 KV4719
 KV4719                          STATION DESCRIPTION
 KV4719
 KV4719'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4719'THE FAIRLY PROMINENT TANK JUST S OF THE CENTRAL RAILROAD OF NEW
 KV4719'JERSEY BRIDGE APPROACH, IN ELIZABETHPORT AT THE INTERSECTION OF
 KV4719'FIRST STREET AND TRUMBULL AVENUE IN THE PROPERTY OF THE SINGER
 KV4719'SEWING MACHINE COMPANY.  IT IS AN ORDINARY TYPE, CONICAL-TOP,
 KV4719'STEEL, WATER TANK ATOP A STEEL LATTICE STRUCTURE.  SINGER SEWING
 KV4719'MACHINE COMPANY IS LETTERED IN WHITE ON ITS SIDE.
 KV4719'
 KV4719'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 120 FEET ABOVE
 KV4719'GROUND.
 KV4719
 KV4719                          STATION RECOVERY (1934)
 KV4719
 KV4719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4719'STATION RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 KV4719
 KV4719                          STATION RECOVERY (1994)
 KV4719
 KV4719'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4739 ***********************************************************************
 KV4739  DESIGNATION -  ELIZABETHPORT SINGER N CHIM
 KV4739  PID         -  KV4739
 KV4739  STATE/COUNTY-  NJ/UNION
 KV4739  USGS QUAD   -  ELIZABETH (1995)
 KV4739
 KV4739                         *CURRENT SURVEY CONTROL
 KV4739  ___________________________________________________________________
 KV4739* NAD 83(1996)-  40 39 14.39140(N)    074 10 33.61981(W)     ADJUSTED  
 KV4739* NAVD 88     -                                                        
 KV4739  ___________________________________________________________________
 KV4739  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 KV4739  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KV4739
 KV4739  HORZ ORDER  -  THIRD
 KV4739
 KV4739.The horizontal coordinates were established by classical geodetic methods
 KV4739.and adjusted by the National Geodetic Survey in September 1999..
 KV4739
 KV4739
 KV4739.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4739
 KV4739.The geoid height was determined by GEOID03.
 KV4739
 KV4739;                    North         East     Units Scale Factor Converg.
 KV4739;SPC NJ       -   202,178.115   177,398.670   MT  0.99990924   +0 12 39.9
 KV4739;SPC NJ       -   663,312.70    582,015.47   sFT  0.99990924   +0 12 39.9
 KV4739;SPC NY L     -    54,130.885   285,114.576   MT  1.00000073   -0 06 54.4
 KV4739;SPC NY L     -   177,594.41    935,413.40   sFT  1.00000073   -0 06 54.4
 KV4739;UTM  18      - 4,500,675.020   569,660.691   MT  0.99965973   +0 32 12.6
 KV4739
 KV4739                          SUPERSEDED SURVEY CONTROL
 KV4739
 KV4739  NAD 83(1996)-  40 39 14.39137(N)    074 10 33.61980(W) AD(       ) 4
 KV4739  NAD 83(1986)-  40 39 14.38966(N)    074 10 33.61920(W) AD(       ) 4
 KV4739  NAD 27      -  40 39 14.01900(N)    074 10 35.09900(W) AD(       ) 3
 KV4739
 KV4739.Superseded values are not recommended for survey control.
 KV4739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4739.See file dsdata.txt to determine how the superseded data were derived.
 KV4739
 KV4739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6966100675(NAD 83)
 KV4739_MARKER: 85 = CHIMNEY
 KV4739
 KV4739  HISTORY     - Date     Condition        Report By
 KV4739  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4739  HISTORY     - 19940621 MARK NOT FOUND   USPSQD
 KV4739
 KV4739                          STATION DESCRIPTION
 KV4739
 KV4739'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4740 ***********************************************************************
 KV4740  DESIGNATION -  ELIZABETHPORT SINGER MID CHIM
 KV4740  PID         -  KV4740
 KV4740  STATE/COUNTY-  NJ/UNION
 KV4740  USGS QUAD   -  ELIZABETH (1995)
 KV4740
 KV4740                         *CURRENT SURVEY CONTROL
 KV4740  ___________________________________________________________________
 KV4740* NAD 83(1996)-  40 39 13.86811(N)    074 10 32.54702(W)     ADJUSTED  
 KV4740* NAVD 88     -                                                        
 KV4740  ___________________________________________________________________
 KV4740  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 KV4740  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KV4740
 KV4740  HORZ ORDER  -  THIRD
 KV4740
 KV4740.The horizontal coordinates were established by classical geodetic methods
 KV4740.and adjusted by the National Geodetic Survey in September 1999..
 KV4740
 KV4740
 KV4740.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4740
 KV4740.The geoid height was determined by GEOID03.
 KV4740
 KV4740;                    North         East     Units Scale Factor Converg.
 KV4740;SPC NJ       -   202,162.068   177,423.930   MT  0.99990925   +0 12 40.6
 KV4740;SPC NJ       -   663,260.05    582,098.34   sFT  0.99990925   +0 12 40.6
 KV4740;SPC NY L     -    54,114.693   285,139.747   MT  1.00000074   -0 06 53.7
 KV4740;SPC NY L     -   177,541.29    935,495.99   sFT  1.00000074   -0 06 53.7
 KV4740;UTM  18      - 4,500,659.121   569,686.036   MT  0.99965977   +0 32 13.3
 KV4740
 KV4740                          SUPERSEDED SURVEY CONTROL
 KV4740
 KV4740  NAD 83(1996)-  40 39 13.86808(N)    074 10 32.54701(W) AD(       ) 4
 KV4740  NAD 83(1986)-  40 39 13.86637(N)    074 10 32.54641(W) AD(       ) 4
 KV4740  NAD 27      -  40 39 13.49600(N)    074 10 34.02700(W) AD(       ) 3
 KV4740
 KV4740.Superseded values are not recommended for survey control.
 KV4740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4740.See file dsdata.txt to determine how the superseded data were derived.
 KV4740
 KV4740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6968600659(NAD 83)
 KV4740_MARKER: 85 = CHIMNEY
 KV4740
 KV4740  HISTORY     - Date     Condition        Report By
 KV4740  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4740  HISTORY     - 19940621 MARK NOT FOUND   USPSQD
 KV4740
 KV4740                          STATION DESCRIPTION
 KV4740
 KV4740'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB3000 ***********************************************************************
 AB3000  DESIGNATION -  ELLIS
 AB3000  PID         -  AB3000
 AB3000  STATE/COUNTY-  NJ/HUDSON
 AB3000  USGS QUAD   -  JERSEY CITY (1981)
 AB3000
 AB3000                         *CURRENT SURVEY CONTROL
 AB3000  ___________________________________________________________________
 AB3000* NAD 83(1996)-  40 41 54.17519(N)    074 02 17.67148(W)     ADJUSTED  
 AB3000* NAVD 88     -         2.1    (meters)       7.     (feet)  GPS OBS   
 AB3000  ___________________________________________________________________
 AB3000  X           -   1,331,660.205 (meters)                     COMP
 AB3000  Y           -  -4,655,776.989 (meters)                     COMP
 AB3000  Z           -   4,137,067.058 (meters)                     COMP
 AB3000  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 AB3000  ELLIP HEIGHT-         -29.81  (meters)          (10/23/02) GPS OBS
 AB3000  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 AB3000
 AB3000  HORZ ORDER  -  FIRST
 AB3000  ELLP ORDER  -  FOURTH    CLASS I
 AB3000
 AB3000.The horizontal coordinates were established by GPS observations
 AB3000.and adjusted by the National Geodetic Survey in May 1999..
 AB3000
 AB3000.The orthometric height was determined by GPS observations and a
 AB3000.high-resolution geoid model.
 AB3000
 AB3000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3000
 AB3000.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3000
 AB3000.The ellipsoidal height was determined by GPS observations
 AB3000.and is referenced to NAD 83.
 AB3000
 AB3000.The geoid height was determined by GEOID03.
 AB3000
 AB3000;                    North         East     Units Scale Factor Converg.
 AB3000;SPC NJ       -   207,158.473   189,022.811   MT  0.99991874   +0 18 04.0
 AB3000;SPC NJ       -   679,652.42    620,152.34   sFT  0.99991874   +0 18 04.0
 AB3000;UTM  18      - 4,505,720.190   581,253.491   MT  0.99968126   +0 37 37.8
 AB3000
 AB3000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3000!SPC NJ       -   1.00000468  x   0.99991874  =   0.99992342
 AB3000!UTM  18      -   1.00000468  x   0.99968126  =   0.99968593
 AB3000
 AB3000                          SUPERSEDED SURVEY CONTROL
 AB3000
 AB3000  NAD 83(1996)-  40 41 54.17514(N)    074 02 17.67152(W) AD(       ) 1
 AB3000  NAD 83(1996)-  40 41 54.17444(N)    074 02 17.67220(W) AD(       ) 1
 AB3000  NAD 83(1986)-  40 41 54.17335(N)    074 02 17.67382(W) AD(       ) 1
 AB3000
 AB3000.Superseded values are not recommended for survey control.
 AB3000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3000.See file dsdata.txt to determine how the superseded data were derived.
 AB3000
 AB3000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8125305720(NAD 83)
 AB3000_MARKER: DD = SURVEY DISK
 AB3000_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB3000_SP_SET: CONCRETE SIDEWALK
 AB3000_STAMPING: ELLIS 1991
 AB3000_MARK LOGO: USE   
 AB3000_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3000+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2006
 AB3000
 AB3000  HISTORY     - Date     Condition        Report By
 AB3000  HISTORY     - 1991     MONUMENTED       USE
 AB3000  HISTORY     - 19950925 GOOD             NJGS
 AB3000  HISTORY     - 20010319 GOOD             PORANY
 AB3000  HISTORY     - 20020811 GOOD             USPSQD
 AB3000  HISTORY     - 20040408 GOOD             GEOCAC
 AB3000  HISTORY     - 20060815 GOOD             USPSQD
 AB3000
 AB3000                          STATION DESCRIPTION
 AB3000
 AB3000'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 AB3000'THE STATION IS LOCATED IN UPPER NEW YORK BAY ON ELLIS ISLAND.  THE
 AB3000'STATION IS A STANDARD U.S.  ARMY CORPS OF ENGINEERS DISK, SET FLUSH IN
 AB3000'A DRILL HOLE IN THE CONCRETE SIDEWALK NEAR THE FLAGPOLE ON THE EAST
 AB3000'SIDE OF THE ISLAND.
 AB3000
 AB3000                          STATION RECOVERY (2001)
 AB3000
 AB3000'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 AB3000'MARK ON PROPERTY OF STATE PARK. PERMISSION TO OCCUPY MUST BE OBTAINED
 AB3000'AT ADMINISTRATION OFFICE ON ELLIS ISLAND.
 AB3000
 AB3000                          STATION RECOVERY (2002)
 AB3000
 AB3000'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AB3000'ADDITIONAL DESCRIPTION, MARKER IS 3 FT WEST OF WHERE THE PERIMETER
 AB3000'WALL MAKES A CORNER.
 AB3000
 AB3000                          STATION RECOVERY (2004)
 AB3000
 AB3000'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 AB3000'THE STATION IS LOCATED ABOUT 44 FEET (13.4 M) SOUTHEAST OF THE
 AB3000'FLAGPOLE ON THE EAST SIDE OF THE NORTH HALF OF THE ISLAND, SET IN THE
 AB3000'CONCRETE SIDEWALK BETWEEN THE BOUNDARY WALL AND THE BASE OF THE MIDDLE
 AB3000'SET OF FIVE SETS OF COIN-OPERATED BINOCULARS ARRAYED ALONG THE WALL
 AB3000'SOUTHEAST OF THE FLAGPOLE.
 AB3000
 AB3000                          STATION RECOVERY (2006)
 AB3000
 AB3000'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 AB3000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2526 ***********************************************************************
 JU2526  DESIGNATION -  ELSIN
 JU2526  PID         -  JU2526
 JU2526  STATE/COUNTY-  NJ/SALEM
 JU2526  USGS QUAD   -  DELAWARE CITY (1993)
 JU2526
 JU2526                         *CURRENT SURVEY CONTROL
 JU2526  ___________________________________________________________________
 JU2526* NAD 83(1996)-  39 32 27.74925(N)    075 31 59.85533(W)     ADJUSTED  
 JU2526* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 JU2526  ___________________________________________________________________
 JU2526  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 JU2526  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JU2526
 JU2526  HORZ ORDER  -  THIRD
 JU2526
 JU2526.The horizontal coordinates were established by classical geodetic methods
 JU2526.and adjusted by the National Geodetic Survey in September 1999..
 JU2526
 JU2526.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2526
 JU2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2526
 JU2526.The geoid height was determined by GEOID03.
 JU2526
 JU2526;                    North         East     Units Scale Factor Converg.
 JU2526;SPC NJ       -    79,071.127    61,183.176   MT  0.99999709   -0 39 28.3
 JU2526;SPC NJ       -   259,419.19    200,731.80   sFT  0.99999709   -0 39 28.3
 JU2526;SPC DE       -   171,078.381   189,974.509   MT  0.99999624   -0 04 27.3
 JU2526;SPC DE       -   561,279.65    623,274.70   sFT  0.99999624   -0 04 27.3
 JU2526;UTM  18      - 4,376,955.103   454,174.833   MT  0.99962585   -0 20 22.3
 JU2526
 JU2526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2526!SPC NJ       -   1.00000500  x   0.99999709  =   1.00000209
 JU2526!SPC DE       -   1.00000500  x   0.99999624  =   1.00000124
 JU2526!UTM  18      -   1.00000500  x   0.99962585  =   0.99963085
 JU2526
 JU2526                          SUPERSEDED SURVEY CONTROL
 JU2526
 JU2526  NAD 83(1991)-  39 32 27.74924(N)    075 31 59.85533(W) AD(       ) 3
 JU2526  NAD 83(1986)-  39 32 27.74181(N)    075 31 59.86398(W) AD(       ) 3
 JU2526  NGVD 29 (06/08/88)    1.9    (m)            6.     (f) VERT ANG       
 JU2526
 JU2526.Superseded values are not recommended for survey control.
 JU2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2526.See file dsdata.txt to determine how the superseded data were derived.
 JU2526
 JU2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5417576955(NAD 83)
 JU2526_MARKER: DD = SURVEY DISK
 JU2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU2526_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JU2526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2526+STABILITY: SURFACE MOTION
 JU2526
 JU2526  HISTORY     - Date     Condition        Report By
 JU2526  HISTORY     - 1984     MONUMENTED       NOS
 JU2526  HISTORY     - 20060904 POOR             GEOCAC
 JU2526
 JU2526                          STATION DESCRIPTION
 JU2526
 JU2526'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2526'THE STATION IS LOCATED IN ELSINBORO TOWNSHIP ON THE EAST SHORE OF
 JU2526'THE DELAWARE RIVER ON ELSINBORO POINT ABOUT 1.5 MILES SOUTH
 JU2526'FROM THE COMMUNITY OF OAKWOOD BEACH.
 JU2526'
 JU2526'TO REACH THE STATION FROM THE MOUTH OF SALEM RIVER, GO BY
 JU2526'BOAT SOUTH 4.2 KM (2.6 MILES) TO THE PROMINENT POINT KNOWN AS
 JU2526'ELSINBORO POINT AND THE STATION ON THE SHORELINE TO THE
 JU2526'LEFT.
 JU2526'
 JU2526'THE STATION IS A STANDARD NOS DISK
 JU2526'STAMPED---ELSIN 1983---,
 JU2526'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 JU2526'FLUSH WITH GROUND.  IT IS LOCATED
 JU2526'2.4 METERS (8.0 FT) WEST FROM AN 8 INCH BLACK CHERRY TREE WITH A
 JU2526'STANDARD NOS WITNESS SIGN NAILED TO IT.
 JU2526'
 JU2526'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.73 METERS.
 JU2526
 JU2526                          STATION RECOVERY (2006)
 JU2526
 JU2526'RECOVERY NOTE BY GEOCACHING 2006 (DH)
 JU2526'MARK WAS FOUND, BUT WAS NOT IN POSITION. MARK WAS FOUND REMOVED FROM
 JU2526'THE GROUND. THE STEEL SHAFT WAS BENT AND THE CONCRETE BASE WAS STILL
 JU2526'ATTACHED. THE MARK APPEARED TO BE ABOUT 40 METERS FROM IT'S LISTED
 JU2526'POSITION. THE GPS COORDINATES I FOUND WERE N39 32.439  W075 31.997
 JU2526'(WGS 84). PICTURES ARE AVAILABLE BY REQUEST (RESOLUTION IS NOT GREAT).
 JU2526' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3767 ***********************************************************************
 JU3767  DESIGNATION -  ELSINBORO
 JU3767  PID         -  JU3767
 JU3767  STATE/COUNTY-  NJ/SALEM
 JU3767  USGS QUAD   -  DELAWARE CITY (1993)
 JU3767
 JU3767                         *CURRENT SURVEY CONTROL
 JU3767  ___________________________________________________________________
 JU3767* NAD 83(1996)-  39 32 26.58103(N)    075 32 00.60462(W)     ADJUSTED  
 JU3767* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3767  ___________________________________________________________________
 JU3767  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 JU3767  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JU3767
 JU3767  HORZ ORDER  -  SECOND
 JU3767
 JU3767.The horizontal coordinates were established by classical geodetic methods
 JU3767.and adjusted by the National Geodetic Survey in September 1999..
 JU3767
 JU3767.The orthometric height was scaled from a topographic map.
 JU3767
 JU3767.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3767
 JU3767.The geoid height was determined by GEOID03.
 JU3767
 JU3767;                    North         East     Units Scale Factor Converg.
 JU3767;SPC NJ       -    79,035.306    61,164.872   MT  0.99999713   -0 39 28.8
 JU3767;SPC NJ       -   259,301.67    200,671.75   sFT  0.99999713   -0 39 28.8
 JU3767;SPC DE       -   171,042.375   189,956.570   MT  0.99999624   -0 04 27.8
 JU3767;SPC DE       -   561,161.53    623,215.85   sFT  0.99999624   -0 04 27.8
 JU3767;UTM  18      - 4,376,919.195   454,156.734   MT  0.99962587   -0 20 22.7
 JU3767
 JU3767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3767!SPC NJ       -   1.00000514  x   0.99999713  =   1.00000227
 JU3767!SPC DE       -   1.00000514  x   0.99999624  =   1.00000138
 JU3767!UTM  18      -   1.00000514  x   0.99962587  =   0.99963101
 JU3767
 JU3767:                Primary Azimuth Mark                     Grid Az
 JU3767:SPC NJ       -  SALEM RIVER FRONT RANGE LIGHT            023 04 05.8
 JU3767:SPC DE       -  SALEM RIVER FRONT RANGE LIGHT            022 29 04.8
 JU3767:UTM  18      -  SALEM RIVER FRONT RANGE LIGHT            022 44 59.7
 JU3767
 JU3767|---------------------------------------------------------------------|
 JU3767| PID    Reference Object                     Distance      Geod. Az  |
 JU3767|                                                           dddmmss.s |
 JU3767| JU3780 SALEM RIVER FRONT RANGE LIGHT       APPROX. 3.6 KM 0222437.0 |
 JU3767| JU3778 SALEM RIVER REAR RANGE LIGHT        APPROX. 4.5 KM 0231515.5 |
 JU3767| CB1475 ELSINBORO RM 1                       37.490 METERS 03305     |
 JU3767| CB1476 ELSINBORO RM 2                       33.495 METERS 15357     |
 JU3767| JU3788 REEDY ISLAND QUARANTINE STA TK      APPROX. 3.8 KM 2211634.2 |
 JU3767| JU3772 DELAWARE CITY FORT DUPONT TANK      APPROX. 5.4 KM 3034805.1 |
 JU3767| JU3790 REEDY PT CANAL ENTRANCE LIGHT       APPROX. 3.6 KM 3084055.7 |
 JU3767| JU3782 REEDY PT CANAL S BREAKWATER LT      APPROX. 3.2 KM 3115652.3 |
 JU3767| JU3791 REEDY PT CANAL N BREAKWATER LT      APPROX. 3.4 KM 3143519.8 |
 JU3767|---------------------------------------------------------------------|
 JU3767
 JU3767                          SUPERSEDED SURVEY CONTROL
 JU3767
 JU3767  NAD 83(1991)-  39 32 26.58090(N)    075 32 00.60456(W) AD(       ) 2
 JU3767  NAD 83(1986)-  39 32 26.57367(N)    075 32 00.61159(W) AD(       ) 2
 JU3767  NAD 27      -  39 32 26.16900(N)    075 32 01.88300(W) AD(       ) 2
 JU3767
 JU3767.Superseded values are not recommended for survey control.
 JU3767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3767.See file dsdata.txt to determine how the superseded data were derived.
 JU3767
 JU3767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5415776919(NAD 83)
 JU3767_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JU3767_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU3767_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU3767_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3767+STABILITY: SURFACE MOTION
 JU3767
 JU3767  HISTORY     - Date     Condition        Report By
 JU3767  HISTORY     - 1933     MONUMENTED       CGS
 JU3767  HISTORY     - 1940     GOOD             CGS
 JU3767  HISTORY     - 1946     GOOD             CGS
 JU3767  HISTORY     - 1984     MARK NOT FOUND   NOS
 JU3767
 JU3767                          STATION DESCRIPTION
 JU3767
 JU3767'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3767'THIS STATION IS ON ELSINBORO POINT (E BANK OF THE DELAWARE RIVER)
 JU3767'ABOUT 4 MILES SW OF SALEM, NEW JERSEY.
 JU3767'
 JU3767'SURFACE MARK IS A STANDARD BRONZE DISK IN A TILE AS DESCRIBED
 JU3767'IN NOTE 6A.
 JU3767'
 JU3767'UNDERGROUND MARK IS A BLOCK OF CONCRETE BELOW THE GROUND
 JU3767'CONTAINING A STANDARD BRONZE DISK AS DESCRIBED IN NOTE 7A.
 JU3767'
 JU3767'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, IN
 JU3767'THE TOP OF A TILE AS DESCRIBED IN NOTE 13A.
 JU3767'
 JU3767'REFERENCE MARK NO.1 IS N OF THE STATION AND SET IN THE
 JU3767'TRAIL.  THE MARK PROJECTS 4 INCHES.
 JU3767'
 JU3767'REFERENCE MARK NO.2 IS E OF S OF THE STATION AND SET IN THE
 JU3767'TRAIL.  THE MARK PROJECTS 12 INCHES.
 JU3767'
 JU3767'TO REACH STATION FROM SALEM POST OFFICE--GO W ON BROADWAY (ROUTE
 JU3767'49) 0.25 MILE TO OAK STREET ON THE LEFT AND A LARGE CEMETERY
 JU3767'ON THE RIGHT.  HERE TAKE LEFT (S) ON OAK STREET AND FOLLOW
 JU3767'MACADAM ROAD SW 4 MILES TO ITS END OR 1.35 MILES BEYOND THE
 JU3767'SALEM COUNTRY CLUB, THE END OF TRUCK TRAVEL.  TO REACH THE
 JU3767'STATION FROM THIS POINT FOLLOW TRAIL AND RIDGE S ALONG THE BANK
 JU3767'OF THE RIVER FOR ABOUT 1/4 MILE TO THE ELSINBORO POINT AND
 JU3767'THE STATION.  THE STATION MARK IS SET IN THE TRAIL ON
 JU3767'TOP OF THE RIDGE AT THE POINT.  THE MARK PROJECTS 3 INCHES.
 JU3767
 JU3767                          STATION RECOVERY (1940)
 JU3767
 JU3767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (FAR)
 JU3767'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 JU3767'
 JU3767'STATION IS ON THE EASTERN SHORE OF THE DELAWARE RIVER ABOUT
 JU3767'4 MILES SW OF SALEM, NEW JERSEY, ON ELSINBORO POINT.  STATION IS
 JU3767'ABOUT 25 YARDS DIRECTLY IN FROM THE POINT, ON A DIRT DIKE WHICH
 JU3767'IS ABOUT 2 FEET HIGHER THAN THE MARSH ON EITHER SIDE.  THIS DIKE
 JU3767'PARALLELS THE BEACH AND THE STATION IS AT THE BEND IN THE DIKE.
 JU3767'
 JU3767'THE STATION AND REFERENCE MARKS ARE SET IN THE TOP OF TILE,
 JU3767'WHICH PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 JU3767
 JU3767                          STATION RECOVERY (1946)
 JU3767
 JU3767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3767'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTIONS
 JU3767'AND THE 1934 AND 1940 RECOVERY NOTES ARE ADEQUATE.  DISTANCES TO
 JU3767'REFERENCE MARKS WERE PACED (UNDER VERY HEAVY BRUSH) AND FOUND TO BE
 JU3767'APPROXIMATELY CORRECT.
 JU3767
 JU3767                          STATION RECOVERY (1984)
 JU3767
 JU3767'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU3767'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3090 ***********************************************************************
 JU3090  DESIGNATION -  END
 JU3090  PID         -  JU3090
 JU3090  STATE/COUNTY-  NJ/GLOUCESTER
 JU3090  USGS QUAD   -  WOODBURY (1995)
 JU3090
 JU3090                         *CURRENT SURVEY CONTROL
 JU3090  ___________________________________________________________________
 JU3090* NAD 83(1996)-  39 52 20.59424(N)    075 11 20.44810(W)     ADJUSTED  
 JU3090* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 JU3090  ___________________________________________________________________
 JU3090  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 JU3090  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JU3090
 JU3090  HORZ ORDER  -  THIRD
 JU3090
 JU3090.The horizontal coordinates were established by classical geodetic methods
 JU3090.and adjusted by the National Geodetic Survey in September 1999..
 JU3090
 JU3090.The orthometric height was scaled from a topographic map.
 JU3090
 JU3090.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3090
 JU3090.The geoid height was determined by GEOID03.
 JU3090
 JU3090;                    North         East     Units Scale Factor Converg.
 JU3090;SPC NJ       -   115,573.756    91,058.749   MT  0.99994276   -0 26 30.2
 JU3090;SPC NJ       -   379,178.23    298,748.58   sFT  0.99994276   -0 26 30.2
 JU3090;SPC DE       -   207,885.503   219,476.246   MT  0.99999967   +0 08 45.4
 JU3090;SPC DE       -   682,037.69    720,064.98   sFT  0.99999967   +0 08 45.4
 JU3090;UTM  18      - 4,413,610.705   483,835.877   MT  0.99960322   -0 07 16.2
 JU3090
 JU3090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3090!SPC NJ       -   1.00000411  x   0.99994276  =   0.99994687
 JU3090!SPC DE       -   1.00000411  x   0.99999967  =   1.00000378
 JU3090!UTM  18      -   1.00000411  x   0.99960322  =   0.99960733
 JU3090
 JU3090|---------------------------------------------------------------------|
 JU3090| PID    Reference Object                     Distance      Geod. Az  |
 JU3090|                                                           dddmmss.s |
 JU3090| CB1480 END RM 1                             10.290 METERS 04324     |
 JU3090| JU3091 RED                                 248.643 METERS 04856     |
 JU3090| JU3089 NATIONAL PK REVOLUTION MON USE      117.311 METERS 19543     |
 JU3090| CB1481 END RM 2                              9.830 METERS 22129     |
 JU3090| JU3177 FT MIFFLIN WATER TANK               APPROX. 1.8 KM 2832403.0 |
 JU3090| JU3174 WEST HORSESHOE REAR RANGE           APPROX. 2.1 KM 3060551.9 |
 JU3090| JU3163 WEST HORSESHOE FRONT RANGE          APPROX. 1.7 KM 3140844.6 |
 JU3090| JU3166 SCHUYLKILL R ENT FRONT RANGE        APPROX. 1.9 KM 3483919.3 |
 JU3090| JU3168 SCHUYLKILL R ENT REAR RANGE         APPROX. 2.1 KM 3514451.1 |
 JU3090|---------------------------------------------------------------------|
 JU3090
 JU3090                          SUPERSEDED SURVEY CONTROL
 JU3090
 JU3090  NAD 83(1991)-  39 52 20.59058(N)    075 11 20.44986(W) AD(       ) 3
 JU3090  NAD 83(1986)-  39 52 20.58599(N)    075 11 20.45098(W) AD(       ) 3
 JU3090  NAD 27      -  39 52 20.18600(N)    075 11 21.80400(W) AD(       ) 3
 JU3090
 JU3090.Superseded values are not recommended for survey control.
 JU3090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3090.See file dsdata.txt to determine how the superseded data were derived.
 JU3090
 JU3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8383613611(NAD 83)
 JU3090_MARKER: DS = TRIANGULATION STATION DISK
 JU3090_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU3090_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU3090
 JU3090  HISTORY     - Date     Condition        Report By
 JU3090  HISTORY     - 1925     MONUMENTED       CGS
 JU3090  HISTORY     - 1946     GOOD             CGS
 JU3090
 JU3090                          STATION DESCRIPTION
 JU3090
 JU3090'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3090'LOCATED NEAR OUTER EDGE OF CONCRETE SEA WALL ABOUT 300 METERS
 JU3090'ABOVE REVOLUTIONARY MONUMENT IN THE TOWN OF RED BANK.  AND
 JU3090'ABOUT 105 METERS BELOW UPPER END OF SEA WALL.
 JU3090'
 JU3090'SURFACE MARK IS A STANDARD BRONZE DISK IN A TILE.
 JU3090'UNDERGROUND MARK IS A BLOCK OF CONCRETE BELOW THE
 JU3090'GROUND CONTAINING A STANDARD BRONZE DISK.
 JU3090'
 JU3090'REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN DRILLED HOLES
 JU3090'IN SEA WALL.
 JU3090'
 JU3090'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
 JU3090
 JU3090                          STATION RECOVERY (1946)
 JU3090
 JU3090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3090'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 JU3090'ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING
 JU3090'ADDITIONS AND CHANGES--
 JU3090'
 JU3090'CHANGE 300 METERS TO 300 FEET.
 JU3090'
 JU3090'CHANGE IN THE TOWN OF RED BANK TO IN THE TOWN OF NATIONAL
 JU3090'PARK AT THE N END OF THE RED BANK BATTLEFIELD.
 JU3090'
 JU3090'CHANGE 105 METERS TO TO 105 FEET.
 JU3090'
 JU3090'ADD SEA WALL IS NOW ABOUT 200 FEET FROM RIVER EDGE AND
 JU3090'LEVEL TO TOP WITH GRAVEL FILL FROM A DREDGING OPERATION IN THE
 JU3090'RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4221 ***********************************************************************
 KV4221  DESIGNATION -  END
 KV4221  PID         -  KV4221
 KV4221  STATE/COUNTY-  NJ/PASSAIC
 KV4221  USGS QUAD   -  PATERSON (1995)
 KV4221
 KV4221                         *CURRENT SURVEY CONTROL
 KV4221  ___________________________________________________________________
 KV4221* NAD 83(1996)-  40 52 57.15770(N)    074 07 38.18482(W)     ADJUSTED  
 KV4221* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 KV4221  ___________________________________________________________________
 KV4221  LAPLACE CORR-           6.12  (seconds)                    DEFLEC99
 KV4221  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KV4221
 KV4221  HORZ ORDER  -  THIRD
 KV4221
 KV4221.The horizontal coordinates were established by classical geodetic methods
 KV4221.and adjusted by the National Geodetic Survey in September 1999..
 KV4221
 KV4221.The orthometric height was scaled from a topographic map.
 KV4221
 KV4221.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4221
 KV4221.The geoid height was determined by GEOID03.
 KV4221
 KV4221;                    North         East     Units Scale Factor Converg.
 KV4221;SPC NJ       -   227,571.906   181,411.902   MT  0.99991214   +0 14 38.2
 KV4221;SPC NJ       -   746,625.49    595,182.22   sFT  0.99991214   +0 14 38.2
 KV4221;SPC NY L     -    79,503.561   289,272.885   MT  0.99999506   -0 04 59.7
 KV4221;SPC NY L     -   260,837.93    949,056.12   sFT  0.99999506   -0 04 59.7
 KV4221;UTM  18      - 4,526,084.977   573,528.185   MT  0.99966654   +0 34 16.4
 KV4221
 KV4221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4221!SPC NJ       -   1.00000242  x   0.99991214  =   0.99991456
 KV4221!SPC NY L     -   1.00000242  x   0.99999506  =   0.99999748
 KV4221!UTM  18      -   1.00000242  x   0.99966654  =   0.99966896
 KV4221
 KV4221|---------------------------------------------------------------------|
 KV4221| PID    Reference Object                     Distance      Geod. Az  |
 KV4221|                                                           dddmmss.s |
 KV4221| CB5888 END RM 2                             16.788 METERS 01559     |
 KV4221| KV4222 DAM                                 215.760 METERS 02635     |
 KV4221| KV3889 WHITE 1913                          APPROX. 0.7 KM 1124355.5 |
 KV4221| CB5887 END RM 1                             14.588 METERS 30038     |
 KV4221|---------------------------------------------------------------------|
 KV4221
 KV4221                          SUPERSEDED SURVEY CONTROL
 KV4221
 KV4221  NAD 83(1996)-  40 52 57.15754(N)    074 07 38.18523(W) AD(       ) 3
 KV4221  NAD 83(1986)-  40 52 57.16335(N)    074 07 38.20176(W) AD(       ) 3
 KV4221  NAD 27      -  40 52 56.77800(N)    074 07 39.64100(W) AD(       ) 3
 KV4221
 KV4221.Superseded values are not recommended for survey control.
 KV4221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4221.See file dsdata.txt to determine how the superseded data were derived.
 KV4221
 KV4221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7352826085(NAD 83)
 KV4221_MARKER: DS = TRIANGULATION STATION DISK
 KV4221_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4221_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4221
 KV4221  HISTORY     - Date     Condition        Report By
 KV4221  HISTORY     - 1913     MONUMENTED       CGS
 KV4221  HISTORY     - 1933     GOOD             CGS
 KV4221
 KV4221                          STATION DESCRIPTION
 KV4221
 KV4221'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4221'STATION IS ON THE W SIDE OF PASSAIC RIVER, 40 METERS W OF THE
 KV4221'DUNDEE DAM, 40 METERS FROM THE MOUTH OF DUNDEE CANAL, 10 METERS
 KV4221'FROM HIGH-WATER LINE, AND 50 METERS FROM THE RIVER ROAD.
 KV4221'
 KV4221'THE STATION IS MARKED BY A C. AND G.S. BRASS DISK CEMENTED IN
 KV4221'THE TOP OF A 4-INCH TILE PIPE AND SUNK TO THE GROUND LEVEL.
 KV4221'
 KV4221'THE SUBSURFACE MARK IS A BURIED BOTTLE.
 KV4221'
 KV4221'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CONCRETE CONTAINED
 KV4221'IN A 4-INCH TILE PIPE, ARE PLACED RESPECTIVELY 47.86 FEET N 49 DEG
 KV4221'W AND 55.08 FEET N 26 DEG E FROM THE STATION.
 KV4221
 KV4221                          STATION RECOVERY (1933)
 KV4221
 KV4221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4221'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU4046 ***********************************************************************
 KU4046  DESIGNATION -  ENGLEWOOD
 KU4046  PID         -  KU4046
 KU4046  STATE/COUNTY-  NJ/BERGEN
 KU4046  USGS QUAD   -  YONKERS (1979)
 KU4046
 KU4046                         *CURRENT SURVEY CONTROL
 KU4046  ___________________________________________________________________
 KU4046* NAD 83(1996)-  40 53 54.02667(N)    073 57 06.33879(W)     ADJUSTED  
 KU4046* NAVD 88     -       124.     (meters)     407.     (feet)  SCALED    
 KU4046  ___________________________________________________________________
 KU4046  LAPLACE CORR-           7.00  (seconds)                    DEFLEC99
 KU4046  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 KU4046
 KU4046  HORZ ORDER  -  FIRST
 KU4046
 KU4046.The horizontal coordinates were established by classical geodetic methods
 KU4046.and adjusted by the National Geodetic Survey in September 1999..
 KU4046
 KU4046.The orthometric height was scaled from a topographic map.
 KU4046
 KU4046.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4046
 KU4046.The geoid height was determined by GEOID03.
 KU4046
 KU4046;                    North         East     Units Scale Factor Converg.
 KU4046;SPC NJ       -   229,403.830   196,192.490   MT  0.99992625   +0 21 32.2
 KU4046;SPC NJ       -   752,635.73    643,674.86   sFT  0.99992625   +0 21 32.2
 KU4046;SPC NY L     -    81,251.157   304,064.826   MT  0.99999525   +0 01 53.6
 KU4046;SPC NY L     -   266,571.50    997,586.02   sFT  0.99999525   +0 01 53.6
 KU4046;UTM  18      - 4,528,000.858   588,294.550   MT  0.99969595   +0 41 10.8
 KU4046
 KU4046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4046!SPC NJ       -   0.99998554  x   0.99992625  =   0.99991179
 KU4046!SPC NY L     -   0.99998554  x   0.99999525  =   0.99998079
 KU4046!UTM  18      -   0.99998554  x   0.99969595  =   0.99968149
 KU4046
 KU4046:                Primary Azimuth Mark                     Grid Az
 KU4046:SPC NJ       -  ALPINE TELEVISION TOWER                  019 07 18.3
 KU4046:SPC NY L     -  ALPINE TELEVISION TOWER                  019 26 56.9
 KU4046:UTM  18      -  ALPINE TELEVISION TOWER                  018 47 39.7
 KU4046
 KU4046|---------------------------------------------------------------------|
 KU4046| PID    Reference Object                     Distance      Geod. Az  |
 KU4046|                                                           dddmmss.s |
 KU4046| KU4054 ALPINE TELEVISION TOWER             APPROX. 7.3 KM 0192850.5 |
 KU4046| KU4061 STONE A                             APPROX. 4.2 KM 0213847.0 |
 KU4046| CA9042 ENGLEWOOD RM 1 AZIMUTH                             2062645.6 |
 KU4046| CA9043 ENGLEWOOD RM 2                       31.989 METERS 20649     |
 KU4046| CA9044 ENGLEWOOD RM 3                                     30505     |
 KU4046|---------------------------------------------------------------------|
 KU4046
 KU4046                          SUPERSEDED SURVEY CONTROL
 KU4046
 KU4046  NAD 83(1996)-  40 53 54.02665(N)    073 57 06.33879(W) AD(       ) 1
 KU4046  NAD 83(1996)-  40 53 54.02634(N)    073 57 06.34005(W) AD(       ) 1
 KU4046  NAD 83(1992)-  40 53 54.02407(N)    073 57 06.34125(W) AD(       ) 1
 KU4046  NAD 83(1986)-  40 53 54.02846(N)    073 57 06.33875(W) AD(       ) 1
 KU4046  NAD 27      -  40 53 53.66600(N)    073 57 07.84700(W) AD(       ) 1
 KU4046
 KU4046.Superseded values are not recommended for survey control.
 KU4046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4046.See file dsdata.txt to determine how the superseded data were derived.
 KU4046
 KU4046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8829528001(NAD 83)
 KU4046_MARKER: DS = TRIANGULATION STATION DISK
 KU4046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4046_STAMPING: ENGLEWOOD 1933
 KU4046_MARK LOGO: CGS   
 KU4046_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4046+STABILITY: SURFACE MOTION
 KU4046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU4046+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1991
 KU4046
 KU4046  HISTORY     - Date     Condition        Report By
 KU4046  HISTORY     - 1933     MONUMENTED       CGS
 KU4046  HISTORY     - 1938     GOOD             CGS
 KU4046  HISTORY     - 1940     GOOD             NJGS
 KU4046  HISTORY     - 19911218 GOOD             NJGS
 KU4046  HISTORY     - 20060402 GOOD             GEOCAC
 KU4046
 KU4046                          STATION DESCRIPTION
 KU4046
 KU4046'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JB)
 KU4046'STATION IS ON THE CITY PROPERTY OF ENGLEWOOD, NEAR THE TOP OF THE
 KU4046'BLUFF BETWEEN THE CITY AND THE HUDSON RIVER, IN THE NW CORNER OF
 KU4046'THE INTERSECTION OF NORTH WOODLAND STREET AND DOUGLAS STREET, 2.42
 KU4046'METERS FROM FIRE HYDRANT, 1.90 METERS FROM INSIDE EDGE OF CURB.
 KU4046'
 KU4046'SURFACE, UNDERGROUND, AND REFERENCE MARKS NO.1 AND NO.2 ARE
 KU4046'STANDARD BRONZE DISKS SET IN CONCRETE.
 KU4046'
 KU4046'REFERENCE MARK NO.1 IS S OF STATION ON W SIDE OF ROAD, 30 FEET
 KU4046'FROM ROAD INTERSECTION.
 KU4046'
 KU4046'REFERENCE MARK NO.2 IS S OF STATION IN SW CORNER OF ROAD INTERSECTION.
 KU4046'
 KU4046'REFERENCE MARK NO.3 IS W OF STATION IN OUTCROPPING ROCK.
 KU4046
 KU4046                          STATION RECOVERY (1938)
 KU4046
 KU4046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 KU4046'STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.
 KU4046'
 KU4046'REFERENCE MARK NO.1, THE AZIMUTH, IS 0.15 MILE S OF THE STATION
 KU4046'IN AN OUTCROPPING BOULDER ABOUT 5 FEET W OF WOODLAND AVENUE.
 KU4046'
 KU4046'REFERENCE MARK NO.2 IS S OF THE STATION, IN THE SW ANGLE OF THE
 KU4046'INTERSECTION OF WOODLAND STREET AND DOUGLAS AVENUE, IN A LARGE,
 KU4046'FLAT ROCK OUTCROP.
 KU4046'
 KU4046'REFERENCE MARK NO.3 IS W OF THE STATION, 13 PACES N OF THE CENTER
 KU4046'OF DOUGLAS AVENUE, SET IN TOP OF A SMALL BOULDER.
 KU4046'
 KU4046'TO REACH THE STATION FROM THE CITIZENS NATIONAL BANK AT THE
 KU4046'CORNER OF ENGLE STREET AND PALISADES AVENUE AT ENGLEWOOD, GO E ON
 KU4046'PALISADES AVENUE FOR ABOUT 1 MILE AND TURN LEFT ON WOODLAND
 KU4046'AVENUE, AND CONTINUE 0.96 MILE TO THE INTERSECTION OF DOUGLAS
 KU4046'STREET, AND THE STATION IN THE NW CORNER OF THE INTERSECTION.
 KU4046
 KU4046                          STATION RECOVERY (1940)
 KU4046
 KU4046'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1940
 KU4046'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. DESCRIBED.
 KU4046
 KU4046                          STATION RECOVERY (1991)
 KU4046
 KU4046'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991 (ECB)
 KU4046'RECOVERED AS DESCRIBED.
 KU4046
 KU4046                          STATION RECOVERY (2006)
 KU4046
 KU4046'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KU4046'AT THE NORTHWEST CORNER OF WOODLAND AND DOUGLAS STREETS.  UNABLE TO
 KU4046'LOCATE REFERENCE MARKS DUE TO WIDENING OF ROAD, AND RECENT
 KU4046'CONSTRUCTION AND LANDSCAPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0905 ***********************************************************************
 KV0905  DESIGNATION -  ENGLISHTOWN PRR
 KV0905  PID         -  KV0905
 KV0905  STATE/COUNTY-  NJ/MONMOUTH
 KV0905  USGS QUAD   -  FREEHOLD (1981)
 KV0905
 KV0905                         *CURRENT SURVEY CONTROL
 KV0905  ___________________________________________________________________
 KV0905* NAD 83(1986)-  40 17 20.     (N)    074 21 21.     (W)     SCALED    
 KV0905* NAVD 88     -        24.220  (meters)      79.46   (feet)  ADJUSTED  
 KV0905  ___________________________________________________________________
 KV0905  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV0905  DYNAMIC HT  -          24.210 (meters)      79.43  (feet)  COMP
 KV0905  MODELED GRAV-     980,214.6   (mgal)                       NAVD 88
 KV0905
 KV0905  VERT ORDER  -  SECOND    CLASS 0
 KV0905
 KV0905.The horizontal coordinates were scaled from a topographic map and have
 KV0905.an estimated accuracy of +/- 6 seconds.
 KV0905
 KV0905.The orthometric height was determined by differential leveling
 KV0905.and adjusted by the National Geodetic Survey in June 1991..
 KV0905
 KV0905.The geoid height was determined by GEOID03.
 KV0905
 KV0905.The dynamic height is computed by dividing the NAVD 88
 KV0905.geopotential number by the normal gravity value computed on the
 KV0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0905.degrees latitude (g = 980.6199 gals.).
 KV0905
 KV0905.The modeled gravity was interpolated from observed gravity values.
 KV0905
 KV0905;                    North         East    Units  Estimated Accuracy
 KV0905;SPC NJ       -   161,600.      162,260.      MT  (+/- 180 meters Scaled)
 KV0905
 KV0905                          SUPERSEDED SURVEY CONTROL
 KV0905
 KV0905  NGVD 29 (??/??/??)   24.578  (m)           80.64   (f) ADJUSTED    2 0
 KV0905
 KV0905.Superseded values are not recommended for survey control.
 KV0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0905.See file dsdata.txt to determine how the superseded data were derived.
 KV0905
 KV0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK547600(NAD 83)
 KV0905_MARKER: B = BOLT
 KV0905_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0905_SP_SET: STONE CURB
 KV0905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0905
 KV0905  HISTORY     - Date     Condition        Report By
 KV0905  HISTORY     - UNK      MONUMENTED       PRR
 KV0905  HISTORY     - 1935     GOOD             CGS
 KV0905
 KV0905                          STATION DESCRIPTION
 KV0905
 KV0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0905'AT ENGLISHTOWN.
 KV0905'AT ENGLISHTOWN, MONMOUTH COUNTY, AT THE NORTHEAST CORNER OF THE
 KV0905'PENNSYLVANIA RAILROAD STATION PLATFORM, AND IN THE TOP OF A
 KV0905'STONE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6768 ***********************************************************************
 KV6768  DESIGNATION -  EPA 1
 KV6768  PID         -  KV6768
 KV6768  STATE/COUNTY-  NJ/MIDDLESEX
 KV6768  USGS QUAD   -  PERTH AMBOY (1981)
 KV6768
 KV6768                         *CURRENT SURVEY CONTROL
 KV6768  ___________________________________________________________________
 KV6768* NAD 83(1996)-  40 30 43.93944(N)    074 21 34.24080(W)     ADJUSTED  
 KV6768* NAVD 88     -        35.3    (meters)     116.     (feet)  GPS OBS   
 KV6768  ___________________________________________________________________
 KV6768  X           -   1,309,167.798 (meters)                     COMP
 KV6768  Y           -  -4,676,151.802 (meters)                     COMP
 KV6768  Z           -   4,121,392.113 (meters)                     COMP
 KV6768  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 KV6768  ELLIP HEIGHT-           2.63  (meters)          (10/23/02) GPS OBS
 KV6768  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KV6768
 KV6768  HORZ ORDER  -  FIRST
 KV6768  ELLP ORDER  -  FOURTH    CLASS I
 KV6768
 KV6768.The horizontal coordinates were established by GPS observations
 KV6768.and adjusted by the National Geodetic Survey in May 1999..
 KV6768
 KV6768.The orthometric height was determined by GPS observations and a
 KV6768.high-resolution geoid model.
 KV6768
 KV6768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6768
 KV6768.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6768
 KV6768.The ellipsoidal height was determined by GPS observations
 KV6768.and is referenced to NAD 83.
 KV6768
 KV6768.The geoid height was determined by GEOID03.
 KV6768
 KV6768;                    North         East     Units Scale Factor Converg.
 KV6768;SPC NJ       -   186,393.264   161,905.563   MT  0.99990174   +0 05 28.5
 KV6768;SPC NJ       -   611,525.23    531,185.17   sFT  0.99990174   +0 05 28.5
 KV6768;UTM  18      - 4,484,806.552   554,261.417   MT  0.99963624   +0 24 57.9
 KV6768
 KV6768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6768!SPC NJ       -   0.99999959  x   0.99990174  =   0.99990133
 KV6768!UTM  18      -   0.99999959  x   0.99963624  =   0.99963583
 KV6768
 KV6768                          SUPERSEDED SURVEY CONTROL
 KV6768
 KV6768  NAD 83(1996)-  40 30 43.93912(N)    074 21 34.24168(W) AD(       ) 1
 KV6768  NAD 83(1986)-  40 30 43.93963(N)    074 21 34.24326(W) AD(       ) 1
 KV6768
 KV6768.Superseded values are not recommended for survey control.
 KV6768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6768.See file dsdata.txt to determine how the superseded data were derived.
 KV6768
 KV6768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5426184807(NAD 83)
 KV6768_MARKER: B = BOLT
 KV6768_SETTING: 0 = UNSPECIFIED SETTING
 KV6768_MARK LOGO: TWT   
 KV6768_MAGNETIC: I = MARKER IS A STEEL ROD
 KV6768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6768+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KV6768
 KV6768  HISTORY     - Date     Condition        Report By
 KV6768  HISTORY     - 1992     MONUMENTED       TWT
 KV6768
 KV6768                          STATION DESCRIPTION
 KV6768
 KV6768'DESCRIBED BY TWT CONS ENG 1992
 KV6768'THE STATION IS THE TOP OF AN ANGLE IRON (PARRALLEL TO THE GROUND)
 KV6768'CONTAINING A BOLT SECURED BY TWO NUTS.  THE ANGLE IRON IS ATTACHED TO
 KV6768'AN AIR INTAKE DUCT ON THE ROOF OF BLDG 209 OF THE U.S.ENVIRONMENTAL
 KV6768'PROTECTION AGENCY COMPLEX, EDISON, MIDDLESEX COUNTY, N.J.
 KV6768'TO REACH THE STATION FROM THE N.J. TURNPIKE (EXIT 10) AND WOODBRIDGE
 KV6768'AVE (COUNTY ROUTE 514). GO WEST ON WOODBRIGE AVE FOR 2.09 KM
 KV6768'(1.30 MI) AND BEAR RIGHT AT THE SECOND TRAFFIC LIGHT ONTO OLD POST
 KV6768'ROAD. CONTINUE ON OLD POST RD FOR APPROXIMATLY 160 M TO GRACE STREET.
 KV6768'AT GRACE STREET MAKE A LEFT.  CONTINUE TO TRAFFIC LIGHT AND MAKE A
 KV6768'LEFT ONTO WOODBRIDGE AVE HEADING EAST. STAY IN RIGHT LANE FOR
 KV6768'APPROXIMATLY 321 M TO THE ENTRANCE OF THE U.S.E.P.A. FACILITY. MAKE A
 KV6768'RIGHT THROUGH THE MAIN ENTRANCE GATE. CONTINUE ON THE MAIN ENTRANCE
 KV6768'ROAD FOR APPROXIMATLY 122 M TO THE SECURITY GATE TO CHECK IN. STAY ON
 KV6768'THE MAIN ENTRANCE ROAD FOR ANOTHER 90 M. THEN MAKE A RIGHT, CONTINUE
 KV6768'ON THIS ROAD FOR 322 METERS (1056.4 FT) TO BUILDING NUMBER 209 AND
 KV6768'MAKE A LEFT. CONTINUE ON THIS ROAD FOR 90 M TO STATION ON THE RIGHT
 KV6768'ON THE ROOF OF BUILDING NUMBER 209 OPPOSITE A 150 FOOT (45.7 M) TALL
 KV6768'COMMUNICATIONS TOWER.  THE STATION CAN BE ACCESSED BY A LADDER
 KV6768'ATTACHED TO THE OPPOSITE SIDE OF THE BUILDING.  CONTACT MIKE GLOGOWER
 KV6768'FOR PERMISSION AND ACCESS TO THE STATION AT 1-908-321-6661. THE
 KV6768'STATION IS A BOLT AT THE TOP OF A 90 DEGREE BEND OF AN ANGLE IRON
 KV6768'ATTACHED TO AN AIR VENT.  THE STATION IS LOCATED 15.2 M SOUTHWEST OF
 KV6768'THE NORTHEAST FACE OF THE BUILDING AND 2.3 M SOUTHEAST OF A 3
 KV6768'FT HIGH WALL.
 KV6768'NOTE-THE ELEVATION IS TO THE TOP PLATE OF THE ANGLE IRON AND NOT THE
 KV6768'TOP OF THE BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2804 ***********************************************************************
 KU2804  DESIGNATION -  EPPIN
 KU2804  PID         -  KU2804
 KU2804  STATE/COUNTY-  NJ/MONMOUTH
 KU2804  USGS QUAD   -  SANDY HOOK (1981)
 KU2804
 KU2804                         *CURRENT SURVEY CONTROL
 KU2804  ___________________________________________________________________
 KU2804* NAD 83(1996)-  40 23 07.03786(N)    073 58 33.24387(W)     ADJUSTED  
 KU2804* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KU2804  ___________________________________________________________________
 KU2804  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 KU2804  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KU2804
 KU2804  HORZ ORDER  -  THIRD
 KU2804
 KU2804.The horizontal coordinates were established by classical geodetic methods
 KU2804.and adjusted by the National Geodetic Survey in September 1999..
 KU2804
 KU2804.The orthometric height was scaled from a topographic map.
 KU2804
 KU2804.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2804
 KU2804.The geoid height was determined by GEOID03.
 KU2804
 KU2804;                    North         East     Units Scale Factor Converg.
 KU2804;SPC NJ       -   172,423.767   194,497.928   MT  0.99992437   +0 20 22.5
 KU2804;SPC NJ       -   565,693.64    638,115.29   sFT  0.99992437   +0 20 22.5
 KU2804;UTM  18      - 4,471,025.239   586,924.236   MT  0.99969301   +0 39 48.9
 KU2804
 KU2804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2804!SPC NJ       -   1.00000485  x   0.99992437  =   0.99992922
 KU2804!UTM  18      -   1.00000485  x   0.99969301  =   0.99969786
 KU2804
 KU2804|---------------------------------------------------------------------|
 KU2804| PID    Reference Object                     Distance      Geod. Az  |
 KU2804|                                                           dddmmss.s |
 KU2804| CA9045 EPPIN RM 1                           27.769 METERS 08539     |
 KU2804| CA9046 EPPIN RM 2                            6.451 METERS 17513     |
 KU2804| KU2796 KIPP                                APPROX. 0.5 KM 1832423.3 |
 KU2804| KU2805 LOWER                               APPROX. 0.6 KM 2641117.7 |
 KU2804|---------------------------------------------------------------------|
 KU2804
 KU2804                          SUPERSEDED SURVEY CONTROL
 KU2804
 KU2804  NAD 83(1986)-  40 23 07.03890(N)    073 58 33.24296(W) AD(       ) 3
 KU2804  NAD 27      -  40 23 06.64700(N)    073 58 34.75300(W) AD(       ) 3
 KU2804
 KU2804.Superseded values are not recommended for survey control.
 KU2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2804.See file dsdata.txt to determine how the superseded data were derived.
 KU2804
 KU2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8692471025(NAD 83)
 KU2804_MARKER: DS = TRIANGULATION STATION DISK
 KU2804_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KU2804_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU2804
 KU2804  HISTORY     - Date     Condition        Report By
 KU2804  HISTORY     - 1934     MONUMENTED       CGS
 KU2804  HISTORY     - 1962     MARK NOT FOUND   CGS
 KU2804  HISTORY     - 19920722 MARK NOT FOUND   USPSQD
 KU2804
 KU2804                          STATION DESCRIPTION
 KU2804
 KU2804'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KU2804'LOCATED ON THE E BANK OF THE SHREWSBURY RIVER ON THE SW CORNER
 KU2804'OF THE THIRD BULKHEAD BELOW THE HIGHLANDS BRIDGE (ROUTE 36), AND
 KU2804'ALMOST DUE E OF LOWER ROCKY POINT.  LOCATED 4.6 METERS E OF THE
 KU2804'BULKHEAD, 8.5 METERS N OF THE BULKHEAD, AND 9.0 METERS SW OF
 KU2804'THE CORNER OF THE GARAGE.
 KU2804'
 KU2804'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 KU2804'REFERENCE MARKS NO.1 AND 2 ARE STANDARD
 KU2804'BRONZE DISKS SET IN CONCRETE.
 KU2804'
 KU2804'REFERENCE MARK NO.1 IS TO THE EASTWARD, 11.5 METERS N OF THE
 KU2804'BULKHEAD, AND 7.4 METERS S OF DRIVEWAY, IN THE LAWN.
 KU2804'
 KU2804'REFERENCE MARK NO.2 IS TO THE S 1.8 METERS N OF THE BULKHEAD
 KU2804'AND THE SAME DISTANCE W OF THE STATION.
 KU2804'
 KU2804'REACHED VIA TRUCK DIRECT TO THE STATION.
 KU2804'
 KU2804'ALL STATIONS VISIBLE FROM THE GROUND.
 KU2804
 KU2804                          STATION RECOVERY (1962)
 KU2804
 KU2804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2804'NOT RECOVERED.  WITH PERMISSION OF THE OWNERS, THESE WELL-KEPT
 KU2804'GROUNDS WERE SEARCHED AND PROBED WITHOUT SUCCESS.  THERE IS NO
 KU2804'LONGER A GARAGE NOR DRIVEWAY HERE, AND NEW BULKHEADS HAVE BEEN
 KU2804'BUILT.
 KU2804
 KU2804                          STATION RECOVERY (1992)
 KU2804
 KU2804'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2901 ***********************************************************************
 JU2901  DESIGNATION -  ERA
 JU2901  PID         -  JU2901
 JU2901  STATE/COUNTY-  NJ/CAPE MAY
 JU2901  USGS QUAD   -  AVALON (1994)
 JU2901
 JU2901                         *CURRENT SURVEY CONTROL
 JU2901  ___________________________________________________________________
 JU2901* NAD 83(1996)-  39 06 55.42523(N)    074 44 54.11623(W)     ADJUSTED  
 JU2901* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2901  ___________________________________________________________________
 JU2901  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 JU2901  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 JU2901
 JU2901  HORZ ORDER  -  THIRD
 JU2901
 JU2901.The horizontal coordinates were established by classical geodetic methods
 JU2901.and adjusted by the National Geodetic Survey in September 1999..
 JU2901
 JU2901.The orthometric height was scaled from a topographic map.
 JU2901
 JU2901.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2901
 JU2901.The geoid height was determined by GEOID03.
 JU2901
 JU2901;                    North         East     Units Scale Factor Converg.
 JU2901;SPC NJ       -    31,339.411   128,522.105   MT  0.99990568   -0 09 24.1
 JU2901;SPC NJ       -   102,819.38    421,659.61   sFT  0.99990568   -0 09 24.1
 JU2901;UTM  18      - 4,329,612.455   521,754.039   MT  0.99960583   +0 09 31.5
 JU2901
 JU2901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2901!SPC NJ       -   1.00000541  x   0.99990568  =   0.99991109
 JU2901!UTM  18      -   1.00000541  x   0.99960583  =   0.99961124
 JU2901
 JU2901:                Primary Azimuth Mark                     Grid Az
 JU2901:SPC NJ       -  MID                                      051 17 56.8
 JU2901:UTM  18      -  MID                                      050 59 01.2
 JU2901
 JU2901|---------------------------------------------------------------------|
 JU2901| PID    Reference Object                     Distance      Geod. Az  |
 JU2901|                                                           dddmmss.s |
 JU2901| JU2905 MID                                 APPROX. 2.2 KM 0510832.7 |
 JU2901| CB1483 ERA RM 1                             21.155 METERS 29429     |
 JU2901| JU2339 STITES                              APPROX. 2.3 KM 2992521.3 |
 JU2901|---------------------------------------------------------------------|
 JU2901
 JU2901                          SUPERSEDED SURVEY CONTROL
 JU2901
 JU2901  NAD 83(1986)-  39 06 55.40674(N)    074 44 54.11615(W) AD(       ) 3
 JU2901  NAD 27      -  39 06 54.99200(N)    074 44 55.53000(W) AD(       ) 3
 JU2901
 JU2901.Superseded values are not recommended for survey control.
 JU2901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2901.See file dsdata.txt to determine how the superseded data were derived.
 JU2901
 JU2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2175429612(NAD 83)
 JU2901_MARKER: DS = TRIANGULATION STATION DISK
 JU2901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2901
 JU2901  HISTORY     - Date     Condition        Report By
 JU2901  HISTORY     - 1936     MONUMENTED       CGS
 JU2901  HISTORY     - 1937     GOOD             CGS
 JU2901  HISTORY     - 1939     SEE DESCRIPTION  CGS
 JU2901  HISTORY     - 1950     MARK NOT FOUND   CGS
 JU2901  HISTORY     - 1951     MARK NOT FOUND   CGS
 JU2901
 JU2901                          STATION DESCRIPTION
 JU2901
 JU2901'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2901'STATION IS ON THE NE SHOULDER OF THE ROAD TO AVALON ABOUT 2.0
 JU2901'MILES E OF THE INTERSECTION OF THIS ROAD AND ROUTE 4 (U.S. 9) AND
 JU2901'400 FEET E OF THE E EDGE OF THE MOST WESTERN BRIDGE.  STATION
 JU2901'IS 6.2 FEET NE OF THE CENTER LINE OF THE HIGHWAY.
 JU2901'
 JU2901'STATION IS MARKED, AS DESCRIBED IN NOTE 1A, BY A BRONZE DISK,
 JU2901'STAMPED 2751, SET IN THE TOP OF A CONCRETE MONUMENT, THE TOP OF
 JU2901'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 JU2901'
 JU2901'REFERENCE MARK NO.1 IS MARKED, AS DESCRIBED IN NOTE 11A, BY A
 JU2901'STANDARD DISK SET IN THE TOP OF A CONCRETE MONUMENT, THE TOP OF
 JU2901'WHICH IS FLUSH WITH THE SURFACE.
 JU2901
 JU2901                          STATION RECOVERY (1937)
 JU2901
 JU2901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2901'THE ORIGINAL DESCRIPTION SHOULD BE CHANGED TO READ--STATION IS
 JU2901'ON THE NE SHOULDER OF THE ROAD TO AVALON, ABOUT 2.0 MILES E OF
 JU2901'THE INTERSECTION OF THIS ROAD AND ROUTE 4 (U.S. 9) AND 500 FEET
 JU2901'E OF THE E EDGE OF THE MOST WESTERN BRIDGE.  THE STATION MARK
 JU2901'IS FLUSH WITH THE GROUND AND IS 15.4 FEET NE OF THE CENTER LINE
 JU2901'OF THE ROAD.  THE NE CORNER OF A SMALL WHITE HOUSE WITH A CHIMNEY
 JU2901'ON THE N GABLE IS DISTANT 103.6 METERS FROM THE STATION AND
 JU2901'BEARS 282 DEG 30 MIN.
 JU2901'
 JU2901'REFERENCE MARK NO.1 WAS RESET DISTANT 36.30 METERS FROM THE
 JU2901'STATION AND BEARING 103 DEG 15 MIN.  IT IS 9.5 METERS TO THE NE
 JU2901'OF THE HIGHWAY.
 JU2901'
 JU2901'THE STATION MARK IS A BRONZE BENCH-MARK DISK STAMPED NO. 2752*
 JU2901'AND IS SET IN A SQUARE CONCRETE BLOCK.  STATION IS ON RANGE
 JU2901'BETWEEN REFERENCE MARK NO.1 AND NE CORNER OF WHITE HOUSE.  *(IT
 JU2901'IS IMPOSSIBLE TO DETERMINE ACTUAL STAMPING FROM INFORMATION
 JU2901'AVAILABLE AT WASHINGTON OFFICE.)
 JU2901
 JU2901                          STATION RECOVERY (1939)
 JU2901
 JU2901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (AN)
 JU2901'PREVIOUS DESCRIPTIONS REQUIRE SO MANY CHANGES AT PRESENT THAT A
 JU2901'COMPLETE DESCRIPTION IS GIVEN AS FOLLOWS--STATION IS ON THE
 JU2901'NORTHEAST SHOULDER OF SWAINTON-AVALON RD. (COUNTY ROUTE 1) ABOUT
 JU2901'2.0 MILES FROM THE INTERSECTION OF THIS ROAD AND STATE ROUTE 4
 JU2901'(U.S. ROUTE 9).  IT IS 470.11 FEET S. 34 DEG E. (MAG.) OF THE
 JU2901'N.E. END OF RAILING OF BRIDGE OVER LEONARDS CREEK AND 347.45
 JU2901'FEET S. 64 DEG E. (MAG.) OF THE N.E. CORNER OF A SMALL WHITE
 JU2901'HOUSE WITH CHIMNEY ON THE N. GABLE.  STATION MARK IS A
 JU2901'U.S.C. AND G.S. AND S.S. BRONZE DISK SET IN A ROUND
 JU2901'CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 18.8 FEET
 JU2901'N.E. OF THE CENTER LINE OF ROAD AND IS STAMPED 2751.
 JU2901'
 JU2901'R.M. 1 WAS SOUGHT FOR ACCORDING TO REFERENCES GIVEN
 JU2901'PREVIOUSLY.  EVIDENCE OF ITS EXISTENCE WAS FOUND BUT THE MARK
 JU2901'HAD BEEN REMOVED.
 JU2901'
 JU2901'R.M. 1 (RESET), A STANDARD REFERENCE MARK DISK SET IN AN EIGHT
 JU2901'INCH CONCRETE-FILLED TERRA COTTA PIPE PROJECTING ABOUT 0.5 FEET
 JU2901'ABOVE GROUND, IS ABOUT 31.2 FEET N.E. OF THE CENTER LINE OF
 JU2901'ROAD AND IS STAMPED MON 2751 NO 1 1936.
 JU2901
 JU2901                          STATION RECOVERY (1950)
 JU2901
 JU2901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2901'STATION AND REFERENCE MARK NOT RECOVERED AFTER AN HOUR SEARCH
 JU2901'BY A TWO-MAN PARTY.  THE AREA WAS DUG TO A DEPTH OF TWO FEET WITH
 JU2901'NO RESULTS.  THE ROAD HAS BEEN WIDENED IN THIS AREA AND THE
 JU2901'STATION IS EITHER DESTROYED OR DEEPLY BURIED BENEATH THE PRESENT
 JU2901'SHOULDER.
 JU2901
 JU2901                          STATION RECOVERY (1951)
 JU2901
 JU2901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2901'LOST.  MARK NOT RECOVERED AFTER A 1-HOUR SEARCH BY A TWO-MAN
 JU2901'PARTY.  THE ROAD HAS BEEN RESURFACED AND WIDENED AT THIS
 JU2901'POINT.  NONE OF THE SPIKES MENTIONED IN THE ORIGINAL DESCRIPTION
 JU2901'COULD BE FOUND.  THE REMAINING REFERENCE MEASUREMENTS WERE
 JU2901'INSUFFICIENT TO RECOVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4205 ***********************************************************************
 KV4205  DESIGNATION -  ERIE
 KV4205  PID         -  KV4205
 KV4205  STATE/COUNTY-  NJ/ESSEX
 KV4205  USGS QUAD   -  ORANGE (1981)
 KV4205
 KV4205                         *CURRENT SURVEY CONTROL
 KV4205  ___________________________________________________________________
 KV4205* NAD 83(1996)-  40 46 39.64495(N)    074 09 05.79307(W)     ADJUSTED  
 KV4205* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KV4205  ___________________________________________________________________
 KV4205  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 KV4205  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KV4205
 KV4205  HORZ ORDER  -  THIRD
 KV4205
 KV4205.The horizontal coordinates were established by classical geodetic methods
 KV4205.and adjusted by the National Geodetic Survey in September 1999..
 KV4205
 KV4205.The orthometric height was scaled from a topographic map.
 KV4205
 KV4205.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4205
 KV4205.The geoid height was determined by GEOID03.
 KV4205
 KV4205;                    North         East     Units Scale Factor Converg.
 KV4205;SPC NJ       -   215,919.306   179,407.282   MT  0.99991064   +0 13 39.2
 KV4205;SPC NJ       -   708,395.26    588,605.39   sFT  0.99991064   +0 13 39.2
 KV4205;SPC NY L     -    67,861.616   287,201.630   MT  0.99999570   -0 05 57.0
 KV4205;SPC NY L     -   222,642.65    942,260.68   sFT  0.99999570   -0 05 57.0
 KV4205;UTM  18      - 4,514,424.005   571,590.565   MT  0.99966308   +0 33 14.9
 KV4205
 KV4205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4205!SPC NJ       -   1.00000448  x   0.99991064  =   0.99991512
 KV4205!SPC NY L     -   1.00000448  x   0.99999570  =   1.00000018
 KV4205!UTM  18      -   1.00000448  x   0.99966308  =   0.99966756
 KV4205
 KV4205:                Primary Azimuth Mark                     Grid Az
 KV4205:SPC NJ       -  SPIRE                                    013 10 29.9
 KV4205:SPC NY L     -  SPIRE                                    013 30 06.1
 KV4205:UTM  18      -  SPIRE                                    012 50 54.2
 KV4205
 KV4205|---------------------------------------------------------------------|
 KV4205| PID    Reference Object                     Distance      Geod. Az  |
 KV4205|                                                           dddmmss.s |
 KV4205| KV4162 SPIRE                               APPROX. 1.0 KM 0132409.1 |
 KV4205| KV4163 STACK NEAR SPIRE                    APPROX. 0.8 KM 0153925.6 |
 KV4205| KV4135 BELLEVILLE NEALY WIRE WKS CHIM      APPROX. 1.9 KM 0164428.2 |
 KV4205| KV4174 NEW CHIMNEY 4                       APPROX. 2.3 KM 0181641.0 |
 KV4205| KV4173 RESEVOIR CHIMNEY                    APPROX. 2.5 KM 0243016.8 |
 KV4205| CB5892 ERIE RM 2                            70.439 METERS 13218     |
 KV4205| KV4136 ARLINGTON                           239.797 METERS 13229     |
 KV4205| KV4147 CHILD                               483.739 METERS 1912425.6 |
 KV4205| KV4150 LIME                                APPROX. 0.5 KM 2113112.2 |
 KV4205| KV4151 MAGNESIA COMPANY STACK              APPROX. 0.6 KM 2144258.8 |
 KV4205| CB5891 ERIE RM 1                            34.717 METERS 31045     |
 KV4205|---------------------------------------------------------------------|
 KV4205
 KV4205                          SUPERSEDED SURVEY CONTROL
 KV4205
 KV4205  NAD 83(1996)-  40 46 39.64471(N)    074 09 05.79334(W) AD(       ) 3
 KV4205  NAD 83(1986)-  40 46 39.64060(N)    074 09 05.79925(W) AD(       ) 3
 KV4205  NAD 27      -  40 46 39.28400(N)    074 09 07.27500(W) AD(       ) 3
 KV4205
 KV4205.Superseded values are not recommended for survey control.
 KV4205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4205.See file dsdata.txt to determine how the superseded data were derived.
 KV4205
 KV4205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7159114424(NAD 83)
 KV4205_MARKER: DS = TRIANGULATION STATION DISK
 KV4205_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4205_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4205
 KV4205  HISTORY     - Date     Condition        Report By
 KV4205  HISTORY     - 1913     MONUMENTED       CGS
 KV4205  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4205
 KV4205                          STATION DESCRIPTION
 KV4205
 KV4205'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4205'STATION IS ON THE W SIDE OF PASSAIC RIVER, ON THE S SIDE OF THE
 KV4205'ERIE RAILROAD EMBANKMENT IN NORTH NEWARK, 231.1 FEET NW OF THE
 KV4205'SE CORNER OF THE RAILROAD BRIDGE ABUTMENT, AND 113.9 FEET SE
 KV4205'FROM THE BRIDGE OVER A STREET.
 KV4205'
 KV4205'THE STATION IS MARKED BY A C. AND G.S. STANDARD BRASS DISK
 KV4205'CEMENTED IN THE TOP OF A 4-INCH TILE PIPE AND SUNK TO THE
 KV4205'SURFACE LEVEL.
 KV4205
 KV4205                          STATION RECOVERY (1933)
 KV4205
 KV4205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4205'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4113 ***********************************************************************
 KV4113  DESIGNATION -  ERIE DRAW BRIDGE CHIMNEY
 KV4113  PID         -  KV4113
 KV4113  STATE/COUNTY-  NJ/HUDSON
 KV4113  USGS QUAD   -  WEEHAWKEN (1995)
 KV4113
 KV4113                         *CURRENT SURVEY CONTROL
 KV4113  ___________________________________________________________________
 KV4113* NAD 83(1996)-  40 45 29.85197(N)    074 05 36.09376(W)     ADJUSTED  
 KV4113* NAVD 88     -                                                        
 KV4113  ___________________________________________________________________
 KV4113  LAPLACE CORR-           6.59  (seconds)                    DEFLEC99
 KV4113  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KV4113
 KV4113  HORZ ORDER  -  THIRD
 KV4113
 KV4113.The horizontal coordinates were established by classical geodetic methods
 KV4113.and adjusted by the National Geodetic Survey in September 1999..
 KV4113
 KV4113
 KV4113.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4113
 KV4113.The geoid height was determined by GEOID03.
 KV4113
 KV4113;                    North         East     Units Scale Factor Converg.
 KV4113;SPC NJ       -   213,787.764   184,334.071   MT  0.99991450   +0 15 55.7
 KV4113;SPC NJ       -   701,402.02    604,769.36   sFT  0.99991450   +0 15 55.7
 KV4113;SPC NY L     -    65,701.842   292,116.599   MT  0.99999618   -0 03 39.8
 KV4113;SPC NY L     -   215,556.79    958,385.88   sFT  0.99999618   -0 03 39.8
 KV4113;UTM  18      - 4,512,321.090   576,528.212   MT  0.99967208   +0 35 31.0
 KV4113
 KV4113                          SUPERSEDED SURVEY CONTROL
 KV4113
 KV4113  NAD 83(1996)-  40 45 29.85188(N)    074 05 36.09388(W) AD(       ) 4
 KV4113  NAD 83(1996)-  40 45 29.85101(N)    074 05 36.09559(W) AD(       ) 4
 KV4113  NAD 83(1992)-  40 45 29.85015(N)    074 05 36.09639(W) AD(       ) 4
 KV4113  NAD 83(1986)-  40 45 29.85228(N)    074 05 36.09654(W) AD(       ) 4
 KV4113  NAD 27      -  40 45 29.49000(N)    074 05 37.58000(W) AD(       ) 3
 KV4113
 KV4113.Superseded values are not recommended for survey control.
 KV4113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4113.See file dsdata.txt to determine how the superseded data were derived.
 KV4113
 KV4113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7652812321(NAD 83)
 KV4113_MARKER: 85 = CHIMNEY
 KV4113
 KV4113  HISTORY     - Date     Condition        Report By
 KV4113  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4113
 KV4113                          STATION DESCRIPTION
 KV4113
 KV4113'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4196 ***********************************************************************
 KV4196  DESIGNATION -  ERIE STACK
 KV4196  PID         -  KV4196
 KV4196  STATE/COUNTY-  NJ/ESSEX
 KV4196  USGS QUAD   -  ORANGE (1981)
 KV4196
 KV4196                         *CURRENT SURVEY CONTROL
 KV4196  ___________________________________________________________________
 KV4196* NAD 83(1996)-  40 46 38.81828(N)    074 09 15.15764(W)     ADJUSTED  
 KV4196* NAVD 88     -                                                        
 KV4196  ___________________________________________________________________
 KV4196  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 KV4196  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV4196
 KV4196  HORZ ORDER  -  THIRD
 KV4196
 KV4196.The horizontal coordinates were established by classical geodetic methods
 KV4196.and adjusted by the National Geodetic Survey in September 1999..
 KV4196
 KV4196
 KV4196.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4196
 KV4196.The geoid height was determined by GEOID03.
 KV4196
 KV4196;                    North         East     Units Scale Factor Converg.
 KV4196;SPC NJ       -   215,892.939   179,187.812   MT  0.99991048   +0 13 33.0
 KV4196;SPC NJ       -   708,308.75    587,885.35   sFT  0.99991048   +0 13 33.0
 KV4196;SPC NY L     -    67,836.499   286,981.995   MT  0.99999570   -0 06 03.1
 KV4196;SPC NY L     -   222,560.25    941,540.10   sFT  0.99999570   -0 06 03.1
 KV4196;UTM  18      - 4,514,396.395   571,371.303   MT  0.99966270   +0 33 08.7
 KV4196
 KV4196                          SUPERSEDED SURVEY CONTROL
 KV4196
 KV4196  NAD 83(1996)-  40 46 38.81805(N)    074 09 15.15791(W) AD(       ) 4
 KV4196  NAD 83(1986)-  40 46 38.81382(N)    074 09 15.16385(W) AD(       ) 4
 KV4196  NAD 27      -  40 46 38.46000(N)    074 09 16.64000(W) AD(       ) 3
 KV4196
 KV4196.Superseded values are not recommended for survey control.
 KV4196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4196.See file dsdata.txt to determine how the superseded data were derived.
 KV4196
 KV4196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7137114396(NAD 83)
 KV4196_MARKER: 63 = STACK
 KV4196
 KV4196  HISTORY     - Date     Condition        Report By
 KV4196  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4196
 KV4196                          STATION DESCRIPTION
 KV4196
 KV4196'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4080 ***********************************************************************
 KV4080  DESIGNATION -  ERU
 KV4080  PID         -  KV4080
 KV4080  STATE/COUNTY-  NJ/BERGEN
 KV4080  USGS QUAD   -  WEEHAWKEN (1995)
 KV4080
 KV4080                         *CURRENT SURVEY CONTROL
 KV4080  ___________________________________________________________________
 KV4080* NAD 83(1996)-  40 47 40.83780(N)    074 04 50.84609(W)     ADJUSTED  
 KV4080* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV4080  ___________________________________________________________________
 KV4080  LAPLACE CORR-           6.74  (seconds)                    DEFLEC99
 KV4080  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KV4080
 KV4080  HORZ ORDER  -  SECOND
 KV4080
 KV4080.The horizontal coordinates were established by classical geodetic methods
 KV4080.and adjusted by the National Geodetic Survey in September 1999..
 KV4080
 KV4080.The orthometric height was scaled from a topographic map.
 KV4080
 KV4080.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4080
 KV4080.The geoid height was determined by GEOID03.
 KV4080
 KV4080;                    North         East     Units Scale Factor Converg.
 KV4080;SPC NJ       -   217,832.904   185,375.995   MT  0.99991540   +0 16 26.0
 KV4080;SPC NJ       -   714,673.45    608,187.74   sFT  0.99991540   +0 16 26.0
 KV4080;SPC NY L     -    69,741.302   293,181.652   MT  0.99999537   -0 03 10.2
 KV4080;SPC NY L     -   228,809.59    961,880.14   sFT  0.99999537   -0 03 10.2
 KV4080;UTM  18      - 4,516,371.123   577,546.815   MT  0.99967402   +0 36 02.1
 KV4080
 KV4080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4080!SPC NJ       -   1.00000507  x   0.99991540  =   0.99992047
 KV4080!SPC NY L     -   1.00000507  x   0.99999537  =   1.00000044
 KV4080!UTM  18      -   1.00000507  x   0.99967402  =   0.99967909
 KV4080
 KV4080|---------------------------------------------------------------------|
 KV4080| PID    Reference Object                     Distance      Geod. Az  |
 KV4080|                                                           dddmmss.s |
 KV4080| CB5894 ERU RM 2                              9.235 METERS 04518     |
 KV4080| KV4011 FARM                                APPROX. 2.3 KM 1344041.5 |
 KV4080| CB5895 ERU RM 3                             13.720 METERS 19447     |
 KV4080| CB5893 ERU RM 1                             10.538 METERS 31315     |
 KV4080|---------------------------------------------------------------------|
 KV4080
 KV4080                          SUPERSEDED SURVEY CONTROL
 KV4080
 KV4080  NAD 83(1996)-  40 47 40.83773(N)    074 04 50.84618(W) AD(       ) 2
 KV4080  NAD 83(1996)-  40 47 40.83679(N)    074 04 50.84770(W) AD(       ) 2
 KV4080  NAD 83(1992)-  40 47 40.83578(N)    074 04 50.84866(W) AD(       ) 2
 KV4080  NAD 83(1986)-  40 47 40.83987(N)    074 04 50.84721(W) AD(       ) 2
 KV4080  NAD 27      -  40 47 40.47800(N)    074 04 52.33500(W) AD(       ) 2
 KV4080
 KV4080.Superseded values are not recommended for survey control.
 KV4080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4080.See file dsdata.txt to determine how the superseded data were derived.
 KV4080
 KV4080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7754716371(NAD 83)
 KV4080_MARKER: I = METAL ROD
 KV4080_SETTING: 0 = UNSPECIFIED SETTING
 KV4080
 KV4080  HISTORY     - Date     Condition        Report By
 KV4080  HISTORY     - 1932     MONUMENTED       CGS
 KV4080  HISTORY     - 1933     GOOD             CGS
 KV4080
 KV4080                          STATION DESCRIPTION
 KV4080
 KV4080'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4080'THIS STATION IS 33 METERS W OF THE HACKENSACK RIVER, ON THE
 KV4080'MEADOW APPROXIMATELY 3/8 MILE N OF THE BRIDGE WHICH CARRIES THE
 KV4080'MAIN LINE OF THE ERIE RAILROAD ACROSS THE RIVER, AND 121 METERS
 KV4080'S OF A SMALL CREEK EMPTYING INTO THE RIVER.
 KV4080'
 KV4080'STATION IS MARKED BY THE DRILL HOLE IN A 3/4-INCH ALLEGHENY
 KV4080'STEEL ROD SET IN THE 12-INCH TOP OF A TRUNCATED-CONICAL, CONCRETE
 KV4080'MONUMENT STAMPED ERU-CGS IN THE TOP, PROJECTING 4 INCHES ABOVE
 KV4080'GROUND.  THREE REFERENCE MARKS WERE PLACED.  REFERENCE MARK NO.1
 KV4080'TO THE WESTWARD, REFERENCE MARK NO.2 TO THE NORTHEASTWARD, AND
 KV4080'REFERENCE MARK NO.3 TO THE SOUTHWARD.  ALL REFERENCE MARKS HAVE
 KV4080'AN IDENTIFICATION NUMBER AND A REFERENCE CROSS IMPRESSED IN THE
 KV4080'CONCRETE.  THE LONGER BAR OF THE CROSS POINTS TOWARDS THE
 KV4080'STATION MARK.  (SHOULD A CROSS-INTERSECTION BE SO DEFACED AS TO
 KV4080'BE RENDERED INDEFINITE THE EXACT REFERENCE MARK CENTER
 KV4080'MAY BE RECOVERED BY COLD-CHISELLING 1 INCH BELOW THE
 KV4080'MONUMENT SURFACE TO UNCOVER A 1/4-INCH BRASS ROD WHICH EXTENDS
 KV4080'VERTICALLY DOWNWARD 8 INCHES INTO THE MONUMENT.)
 KV4080'
 KV4080'DUE TO THE SOFTNESS OF THE MARSHY GROUND, TRIPOD-STAKES AND
 KV4080'AN OBSERVERS PLATFORM ARE NECESSARY.
 KV4080'
 KV4080'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 METERS.
 KV4080
 KV4080                          STATION RECOVERY (1933)
 KV4080
 KV4080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4080'RECOVERED AS ORIGINALLY DESCRIBED WITH THE FOLLOWING
 KV4080'EXCEPTIONS--
 KV4080'
 KV4080'REFERENCE MARK NO.1 IS MARKED R ONLY.  REFERENCE MARK NO.3 IS
 KV4080'MARKED WITH AN ARROW ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3344 ***********************************************************************
 JU3344  DESIGNATION -  ESIBILL
 JU3344  PID         -  JU3344
 JU3344  STATE/COUNTY-  NJ/CUMBERLAND
 JU3344  USGS QUAD   -  MILLVILLE (1997)
 JU3344
 JU3344                         *CURRENT SURVEY CONTROL
 JU3344  ___________________________________________________________________
 JU3344* NAD 83(1996)-  39 24 27.80342(N)    075 06 48.99214(W)     ADJUSTED  
 JU3344* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 JU3344  ___________________________________________________________________
 JU3344  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 JU3344  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JU3344
 JU3344  HORZ ORDER  -  FIRST
 JU3344
 JU3344.The horizontal coordinates were established by classical geodetic methods
 JU3344.and adjusted by the National Geodetic Survey in September 1999..
 JU3344
 JU3344.The orthometric height was scaled from a topographic map.
 JU3344
 JU3344.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3344
 JU3344.The geoid height was determined by GEOID03.
 JU3344
 JU3344;                    North         East     Units Scale Factor Converg.
 JU3344;SPC NJ       -    63,940.748    97,156.763   MT  0.99993437   -0 23 22.4
 JU3344;SPC NJ       -   209,778.94    318,755.15   sFT  0.99993437   -0 23 22.4
 JU3344;SPC DE       -   156,314.179   226,101.361   MT  1.00000338   +0 11 32.6
 JU3344;SPC DE       -   512,840.77    741,800.88   sFT  1.00000338   +0 11 32.6
 JU3344;UTM  18      - 4,362,029.805   490,219.112   MT  0.99960118   -0 04 19.6
 JU3344
 JU3344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3344!SPC NJ       -   1.00000034  x   0.99993437  =   0.99993471
 JU3344!SPC DE       -   1.00000034  x   1.00000338  =   1.00000372
 JU3344!UTM  18      -   1.00000034  x   0.99960118  =   0.99960152
 JU3344
 JU3344:                Primary Azimuth Mark                     Grid Az
 JU3344:SPC NJ       -  VINELAND STATE COLONY TANK               028 12 51.4
 JU3344:SPC DE       -  VINELAND STATE COLONY TANK               027 37 56.4
 JU3344:UTM  18      -  VINELAND STATE COLONY TANK               027 53 48.6
 JU3344
 JU3344|---------------------------------------------------------------------|
 JU3344| PID    Reference Object                     Distance      Geod. Az  |
 JU3344|                                                           dddmmss.s |
 JU3344| JU3350 VINELAND STATE COLONY TANK          APPROX.11.2 KM 0274929.0 |
 JU3344| CB1488 ESIBILL RM 4                         36.283 METERS 03923     |
 JU3344| JU3345 VINELAND WATER TANK                 APPROX.11.8 KM 0405904.0 |
 JU3344| CB1485 ESIBILL RM 1                         36.530 METERS 06048     |
 JU3344| JU3348 MILLVILLE TALL SMOKESTACK           APPROX. 5.7 KM 0973658.7 |
 JU3344| CB1484 ESIBILL AZ MK                                      2864238.0 |
 JU3344| JU3351 27602                               376.892 METERS 28645     |
 JU3344| JU3359 BRIDGETON OWENS ILL GLASS STK       APPROX.10.6 KM 2904835.7 |
 JU3344| CB1487 ESIBILL RM 3                         27.789 METERS 32558     |
 JU3344| CB1486 ESIBILL RM 2                         35.010 METERS 32807     |
 JU3344|---------------------------------------------------------------------|
 JU3344
 JU3344                          SUPERSEDED SURVEY CONTROL
 JU3344
 JU3344  NAD 83(1991)-  39 24 27.79569(N)    075 06 48.98806(W) AD(       ) 1
 JU3344  NAD 83(1986)-  39 24 27.78665(N)    075 06 48.99188(W) AD(       ) 1
 JU3344  NAD 27      -  39 24 27.37200(N)    075 06 50.33900(W) AD(       ) 1
 JU3344
 JU3344.Superseded values are not recommended for survey control.
 JU3344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3344.See file dsdata.txt to determine how the superseded data were derived.
 JU3344
 JU3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9021962030(NAD 83)
 JU3344_MARKER: DS = TRIANGULATION STATION DISK
 JU3344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3344
 JU3344  HISTORY     - Date     Condition        Report By
 JU3344  HISTORY     - 1935     MONUMENTED       CGS
 JU3344  HISTORY     - 1950     GOOD             CGS
 JU3344  HISTORY     - 1953     GOOD             USGS
 JU3344  HISTORY     - 1972     GOOD             LOCENG
 JU3344  HISTORY     - 1977     GOOD             NGS
 JU3344  HISTORY     - 1979     GOOD             NGS
 JU3344  HISTORY     - 1986     GOOD             LOCSUR
 JU3344  HISTORY     - 19950429 GOOD             USPSQD
 JU3344
 JU3344                          STATION DESCRIPTION
 JU3344
 JU3344'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU3344'THE STATION IS LOCATED ON THE PROPERTY OF MR. C.P. ESIBILL.
 JU3344'APPROXIMATELY 4-1/2 MILES WEST OF MILLVILLE, 6-3/4 MILES
 JU3344'SOUTHEAST OF BRIDGETON, 11 PACES EAST-SOUTHEAST OF T-ROAD, 19
 JU3344'PACES SOUTHWEST OF CENTERLINE OF STATE HIGHWAY 49, 24 PACES
 JU3344'SOUTH-SOUTHWEST OF TELEPHONE POLE NO. BT 67-264, AND PROJECTS 2
 JU3344'INCH.
 JU3344'
 JU3344'REFERENCE MARK NO. 1 IS 36.530 METERS (119.70 FEET) EAST OF
 JU3344'STATION, 6 PACES NORTHEAST OF CENTERLINE OF STATE HIGHWAY 49, 2
 JU3344'FEET NORTHWEST OF TELEPHONE POLE NO. BT 67-265, AND PROJECTS 4
 JU3344'INCHES.
 JU3344'
 JU3344'REFERENCE MARK NO. 2 IS 35.010 METERS (114.86 FEET)
 JU3344'NORTH-NORTHWEST OF STATION, 7 PACES WEST-NORTHWEST OF CENTERLINE
 JU3344'OF DIRT ROAD, 6 PACES NORTHEAST OF CENTERLINE OF STATE HIGHWAY
 JU3344'49, AND PROJECTS 4 INCHES.
 JU3344'
 JU3344'AZIMUTH MARK IS 0.20 MILE NORTHWEST OF STATION ON NORTHEAST
 JU3344'SIDE OF STATE HIGHWAY 49, 5 PACES NORTH-NORTHEAST OF STATE
 JU3344'HIGHWAY 49 AND 3 FEET EAST OF POLE STAMPED N.E.L. CO. 2316
 JU3344'MILLVILLE.
 JU3344'
 JU3344'TO REACH STATION FROM JUNCTION OF STATE HIGHWAYS 47 AND 49 IN
 JU3344'MILLVILLE, GO WEST ON STATE HIGHWAY 49 FOR 3.2 MILES TO GULF
 JU3344'SERVICE STATION ON LEFT.  CONTINUE STRAIGHT AHEAD ON STATE
 JU3344'HIGHWAY 49 FOR 0.9 MILE TO STATION.
 JU3344'
 JU3344'NO PROMINENT NATURAL OBJECTS VISIBLE FROM THE GROUND.
 JU3344'
 JU3344'A 77-FOOT TOWER WILL CLEAR ALL LINES.
 JU3344'
 JU3344'REFERENCE MARK NO. 2 IS 51.716 METERS (169.68 FEET) FROM
 JU3344'REFERENCE MARK NO. 1.
 JU3344
 JU3344                          STATION RECOVERY (1950)
 JU3344
 JU3344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RGH)
 JU3344'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 JU3344'CONDITION.  DISTANCES TAPED TO REFERENCE MARKS WITH STEEL TAPE
 JU3344'FROM THE STATION AND FOUND TO BE CORRECT.
 JU3344'
 JU3344'THE DESCRIPTION TO REACH THE VICINITY OF THE STATION IS CORRECT
 JU3344'AND ADEQUATE.  THE DESCRIPTION AT THE VICINITY OF THE STATION
 JU3344'IS INADEQUATE AND A NEW DESCRIPTION FOLLOWS--
 JU3344'
 JU3344'STATION IS LOCATED ON THE PROPERTY OF MR. JOYCE BRUNER, AT THE
 JU3344'SE CORNER OF A T-ROAD JUNCTION FORMED BY A DIRT ROAD LEADING S
 JU3344'FROM STATE HIGHWAY 49, 62.7 FEET S OF THE CENTER LINE OF STATE
 JU3344'HIGHWAY 49, 58.9 FEET W OF THE CENTER LINE OF THE DRIVEWAY
 JU3344'LEADING TO THE HOME OF MR. JOYCE BRUNER, 38.7 FEET E OF THE
 JU3344'CENTER LINE OF A DIRT ROAD LEADING S FROM STATE HIGHWAY 49, AND
 JU3344'128.8 FEET NW OF THE NW CORNER OF THE HOUSE BELONGING TO
 JU3344'MR. BRUNER.
 JU3344'
 JU3344'STATION MARK IS A STANDARD STATION DISK, STAMPED ESIBILL
 JU3344'1935, AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JU3344'PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 JU3344'
 JU3344'REFERENCE MARK 1 IS LOCATED ON THE N SIDE OF STATE HIGHWAY 49.
 JU3344'DIRECTLY OPPOSITE THE HOME OF MR. BRUNER, 53.8 FEET E OF
 JU3344'TELEPHONE POLE NUMBER 266, 70.5 FEET W OF TELEPHONE POLE NUMBER
 JU3344'267, AND 18.0 FEET N OF THE CENTER LINE OF THE HIGHWAY.  MARK IS
 JU3344'A STANDARD REFERENCE DISK SET IN THE TOP OF A 10-INCH SQUARE
 JU3344'CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.
 JU3344'
 JU3344'REFERENCE MARK 2 IS LOCATED AT THE NW CORNER OF A T-ROAD
 JU3344'JUNCTION FORMED BY TWO PAVED ROADS, AT THE EDGE OF THE ASPHALT
 JU3344'WIDENING OF THE TWO ROADS, 18.8 FEET N OF THE CENTER LINE OF
 JU3344'STATE HIGHWAY 49, 10.2 FEET E OF TELEPHONE POLE NUMBER 265, AND
 JU3344'12.7 FEET W OF THE CENTER LINE OF THE PAVED ROAD RUNNING N FROM
 JU3344'THE HIGHWAY.  IT IS A STANDARD REFERENCE DISK, SET IN THE TOP
 JU3344'OF A 10-INCH SQUARE CONCRETE MONUMENT AND SETTING FLUSH WITH
 JU3344'THE SURFACE OF THE ASPHALT WIDENING.
 JU3344
 JU3344                          STATION RECOVERY (1953)
 JU3344
 JU3344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 JU3344'STATION RECOVERED IN GOOD CONDITION.
 JU3344'
 JU3344'REFERENCE MARK 1 HAS BEEN DISTURBED SO THAT THE ARROW NO LONGER
 JU3344'POINTS IN THE TRUE DIRECTION OF THE STATION.  TELEPHONE POLE
 JU3344'NO. BJ-67-264 OR 265 CAN NOT BE REFERRED TO (NUMBERS CHANGED).
 JU3344'
 JU3344'REFERENCE MARK 2 WAS NOT FOUND.  MEASUREMENTS INDICATE THE
 JU3344'DISK IS UNDER PAVEMENT.
 JU3344
 JU3344                          STATION RECOVERY (1972)
 JU3344
 JU3344'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 JU3344'STATION RECOVERED BY DE LEUW CATHER COMPANY.
 JU3344'
 JU3344'RM 1 AND THE AZIMUTH MARK HAVE BEEN DAMAGED BY A PLOW.  RM 2
 JU3344'WAS FOUND DESTROYED.
 JU3344'
 JU3344'THE POLES ARE NO LONGER AVAILABLE.
 JU3344'
 JU3344'THE STATION NEEDS A NEW AZIMUTH MARK.
 JU3344
 JU3344                          STATION RECOVERY (1977)
 JU3344
 JU3344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVD)
 JU3344'THE STATION WAS RECOVERED IN GOOD CONDITION.
 JU3344'
 JU3344'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.2 MILES WNW OF
 JU3344'MILLVILLE.
 JU3344
 JU3344                          STATION RECOVERY (1979)
 JU3344
 JU3344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 JU3344'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  NO OTHER
 JU3344'MARKS WERE FOUND.  NEW REFERENCE MARKS THREE AND FOUR WERE
 JU3344'ESTABLISHED.  NEW JERSEY GEODETIC SURVEY MONUMENT NUMBER 27602 MAY
 JU3344'BE USED AS AN AZIMUTH MARK.
 JU3344'
 JU3344'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU3344'
 JU3344'THE STATION IS LOCATED ABOUT 7 AIRLINE MILES SOUTHWEST OF VINELAND, 7
 JU3344'MILES SOUTHEAST OF BRIDGETON AND 4 MILES WEST OF MILLVILLE.  THE
 JU3344'PROPERTY IS OWNED BY MR. KURK SIMPKIONS, 2455 HIGHWAY 49, MILLVILLE,
 JU3344'NEW JERSEY.
 JU3344'
 JU3344'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 47 AND
 JU3344'49 IN MILLVILLE, GO WEST ON STATE HIGHWAY 49 FOR 4.1 MILES TO MORIAS
 JU3344'AVENUE AND THE STATION ON THE LEFT.
 JU3344'
 JU3344'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 JU3344'STAMPED---ESIBILL 1935---SET INTO THE TOP OF A SQUARE CONCRETE
 JU3344'MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 3 CM (1 INCH) ABOVE THE
 JU3344'GROUND LOCATED 17.7 METERS (58 FEET) S FROM THE CENTER OF HIGHWAY 49,
 JU3344'18.3 METERS (60 FEET) W FROM THE CENTER OF A PRIVATE DRIVE, 25.3
 JU3344'METERS (83 FEET) SE FROM THE CENTER OF THE INTERSECTION OF THE ROADS,
 JU3344'13.4 METERS (44 FEET) E FROM THE CENTER OF A PRIVATE DRIVE, AND 0.55
 JU3344'METER (1.8 FEET) S FROM A WITNESS POST.
 JU3344'
 JU3344'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JU3344'STAMPED---ESIBILL 1935 NO 3 1979---SET INTO THE TOP OF A ROUND
 JU3344'CONCRETE MONUMENT 25 CM (10 INCHES) IN DIAMETER PROJECTING 10 CM (4
 JU3344'INCHES) ABOVE THE GROUND LOCATED 30.5 METERS (100 FEET) E FROM THE
 JU3344'CENTER OF MORIAS AVENUE, 7.0 METERS (23 FEET) N FROM THE CENTER OF
 JU3344'HIGHWAY 49, 1.07 METERS (3.5 FEET) E FROM A POWERLINE POLE NUMBERED
 JU3344'266-2306, AND 0.3 METER (1 FOOT) HIGHER THAN THE STATION.
 JU3344'
 JU3344'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JU3344'STAMPED---ESIBILL 1935 NO 4 1979---SET IN A DRILL HOLE IN A CURB IN
 JU3344'THE NORTHWEST ANGLE OF THE INTERSECTION OF HIGHWAY 49 AND MORIAS
 JU3344'AVENUE.  IT IS LOCATED 8.5 METERS (28 FEET) W FROM THE CENTER OF
 JU3344'MORIAS AVENUE, 6.7 METERS (22 FEET) N FROM THE CENTER OF HIGHWAY 49,
 JU3344'0.76 METER (2.5 FEET) SE FROM A POWERLINE POLE NUMBERED 2307, AND 0.3
 JU3344'METER (1 FOOT) HIGHER THAN THE STATION.
 JU3344'
 JU3344'AZIMUTH MARK NO. 2 IS A NEW JERSEY GEODETIC SURVEY CONTROL MARK
 JU3344'STAMPED 27602, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST WHICH
 JU3344'IS 2-INCHES BELOW THE PAVED SHOULDER OF A ROAD AND SURROUNDED BY A
 JU3344'12-INCH SQUARE STEEL MANHOLE.  IT IS LOCATED 21.79 METERS (71.5 FEET)
 JU3344'S FROM A 24-INCH OAK TREE, 12.80 METERS (42.0 FEET) E FROM THE CENTER
 JU3344'OF ENGLEWOOD AVENUE, 6.40 METERS (21.0 FEET) N FROM THE CENTER OF
 JU3344'STATE HIGHWAY 49, AND 4.11 METERS (13.5 FEET) SE FROM A POWERLINE
 JU3344'POLE NUMBERED 2316-256.
 JU3344'
 JU3344'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON STATE
 JU3344'HIGHWAY 49 FOR 0.25 MILE TO A CROSSROADS AND THE MARKER IN THE
 JU3344'NORTHEAST ANGLE OF THE INTERSECTION.
 JU3344
 JU3344                          STATION RECOVERY (1986)
 JU3344
 JU3344'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (CT)
 JU3344'RECOVERED IN GOOD CONDITION.
 JU3344
 JU3344                          STATION RECOVERY (1995)
 JU3344
 JU3344'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU3344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4167 ***********************************************************************
 KV4167  DESIGNATION -  ESSEX
 KV4167  PID         -  KV4167
 KV4167  STATE/COUNTY-  NJ/ESSEX
 KV4167  USGS QUAD   -  ORANGE (1981)
 KV4167
 KV4167                         *CURRENT SURVEY CONTROL
 KV4167  ___________________________________________________________________
 KV4167* NAD 83(1996)-  40 47 44.50364(N)    074 10 18.05449(W)     ADJUSTED  
 KV4167* NAVD 88     -        73.4    (meters)     241.     (feet)  GPS OBS   
 KV4167  ___________________________________________________________________
 KV4167  X           -   1,318,904.194 (meters)                     COMP
 KV4167  Y           -  -4,652,131.203 (meters)                     COMP
 KV4167  Z           -   4,145,300.381 (meters)                     COMP
 KV4167  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 KV4167  ELLIP HEIGHT-          41.09  (meters)          (10/23/02) GPS OBS
 KV4167  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV4167
 KV4167  HORZ ORDER  -  FIRST
 KV4167  ELLP ORDER  -  FOURTH    CLASS I
 KV4167
 KV4167.The horizontal coordinates were established by GPS observations
 KV4167.and adjusted by the National Geodetic Survey in May 1999..
 KV4167
 KV4167.The orthometric height was determined by GPS observations and a
 KV4167.high-resolution geoid model.
 KV4167
 KV4167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4167
 KV4167.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4167
 KV4167.The ellipsoidal height was determined by GPS observations
 KV4167.and is referenced to NAD 83.
 KV4167
 KV4167.The geoid height was determined by GEOID03.
 KV4167
 KV4167;                    North         East     Units Scale Factor Converg.
 KV4167;SPC NJ       -   217,913.283   177,705.483   MT  0.99990944   +0 12 52.2
 KV4167;SPC NJ       -   714,937.16    583,022.07   sFT  0.99990944   +0 12 52.2
 KV4167;SPC NY L     -    69,865.436   285,511.087   MT  0.99999535   -0 06 44.3
 KV4167;SPC NY L     -   229,216.85    936,714.29   sFT  0.99999535   -0 06 44.3
 KV4167;UTM  18      - 4,516,407.754   569,877.852   MT  0.99966010   +0 32 28.4
 KV4167
 KV4167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4167!SPC NJ       -   0.99999355  x   0.99990944  =   0.99990300
 KV4167!SPC NY L     -   0.99999355  x   0.99999535  =   0.99998890
 KV4167!UTM  18      -   0.99999355  x   0.99966010  =   0.99965366
 KV4167
 KV4167:                Primary Azimuth Mark                     Grid Az
 KV4167:SPC NJ       -  BELLEVILLE WESTINGHSE LAMP CHY           066 50 06.0
 KV4167:SPC NY L     -  BELLEVILLE WESTINGHSE LAMP CHY           067 09 42.5
 KV4167:UTM  18      -  BELLEVILLE WESTINGHSE LAMP CHY           066 30 29.8
 KV4167
 KV4167|---------------------------------------------------------------------|
 KV4167| PID    Reference Object                     Distance      Geod. Az  |
 KV4167|                                                           dddmmss.s |
 KV4167| KV4134 BELLEVILLE WESTINGHSE LAMP CHY      APPROX. 2.4 KM 0670258.2 |
 KV4167| KV4052 LYNDHURST SACRED HEART CH TWR       APPROX. 4.6 KM 0733022.8 |
 KV4167| KV4179 PASSAIC RIVER W TRANS TOWER         APPROX. 2.7 KM 0741634.2 |
 KV4167| KV4176 NORTH ARLINGTON E TRANS TOWER       APPROX. 3.0 KM 0805204.9 |
 KV4167| KV4200 PASSAIC R MAAS WALDSTEIN CHIM       APPROX. 2.5 KM 1392723.5 |
 KV4167| KV4198 N NEWARK MONO SERVICE TANK          APPROX. 2.5 KM 1473819.5 |
 KV4167| KV6834 7 G 1                               153.137 METERS 17413     |
 KV4167| CB5896 ESSEX RM 1                            7.428 METERS 25641     |
 KV4167| CB5897 ESSEX RM 2                            7.700 METERS 35138     |
 KV4167|---------------------------------------------------------------------|
 KV4167
 KV4167                          SUPERSEDED SURVEY CONTROL
 KV4167
 KV4167  ELLIP H (05/14/99)   41.10   (m)                       GP(       ) 4 1
 KV4167  NAD 83(1996)-  40 47 44.50342(N)    074 10 18.05469(W) AD(       ) 1
 KV4167  NAD 83(1986)-  40 47 44.50143(N)    074 10 18.05688(W) AD(       ) 1
 KV4167  NAD 83(1986)-  40 47 44.50155(N)    074 10 18.05880(W) AD(       ) 2
 KV4167  NAD 27      -  40 47 44.14100(N)    074 10 19.53600(W) AD(       ) 2
 KV4167
 KV4167.Superseded values are not recommended for survey control.
 KV4167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4167.See file dsdata.txt to determine how the superseded data were derived.
 KV4167
 KV4167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6987816408(NAD 83)
 KV4167_MARKER: DS = TRIANGULATION STATION DISK
 KV4167_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV4167_SP_SET: ROOF COPING WALL
 KV4167_STAMPING: ESSEX 1933
 KV4167_MARK LOGO: CGS   
 KV4167_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV4167+STABILITY: SURFACE MOTION
 KV4167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4167+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1992
 KV4167
 KV4167  HISTORY     - Date     Condition        Report By
 KV4167  HISTORY     - 1933     MONUMENTED       CGS
 KV4167  HISTORY     - 1933     GOOD             CGS
 KV4167  HISTORY     - 1934     GOOD             NJGS
 KV4167  HISTORY     - 19920803 GOOD             NJGS
 KV4167
 KV4167                          STATION DESCRIPTION
 KV4167
 KV4167'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4167'THIS STATION IS W OF THE PASSAIC RIVER, IN BELLEVILLE NW OF THE
 KV4167'INTERSECTION OF BELLEVILLE AND FRANKLIN AVENUES ATOP THE ESSEX
 KV4167'COUNTY ISOLATION HOSPITAL (A 7-STORY YELLOW BRICK BUILDING,
 KV4167'ERECTED IN 1932).  IT IS ATOP THE PENTHOUSE (THE TALLEST PART
 KV4167'OF THE BUILDING) RISING CENTRALLY FROM THE MAIN ROOF, IN THE
 KV4167'COPING NEAR THE SE CORNER.
 KV4167'
 KV4167'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK
 KV4167'STAMPED ESSEX-1933 CEMENTED IN A DRILL HOLE AND SET FLUSH WITH
 KV4167'THE COPING.  TWO STANDARD C. AND G.S. BRONZE REFERENCE DISKS
 KV4167'WERE SIMILARLY PLACED.  NO.1 IN THE COPING TO THE W.  NO.2 IN
 KV4167'THE COPING TO THE N.  ADDITIONAL REFERENCE MEASUREMENTS WERE
 KV4167'TAKEN AS FOLLOWS --
 KV4167'
 KV4167'NORMAL TO OUTSIDE EDGE OF S COPING 0.936 METERS.
 KV4167'
 KV4167'NORMAL TO OUTSIDE EDGE OF E COPING 0.238 METERS.
 KV4167'
 KV4167'NORMAL TO INSIDE EDGE OF E COPING 0.153 METERS.
 KV4167'
 KV4167'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL SET-UPS,
 KV4167'USING A SMALL INSTRUMENT STAND BUILT OVER THE COPING.
 KV4167'
 KV4167'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 KV4167
 KV4167                          STATION RECOVERY (1933)
 KV4167
 KV4167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 KV4167'RECOVERED IN GOOD CONDITION.
 KV4167
 KV4167                          STATION RECOVERY (1934)
 KV4167
 KV4167'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1934
 KV4167'STATION RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 KV4167
 KV4167                          STATION RECOVERY (1992)
 KV4167
 KV4167'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV4167'THE STATION IS LOCATED IN THE TOWN OF BELLEVILLE ON THE GROUNDS OF THE
 KV4167'FORMER COUNTY ISOLATION HOSPITAL, NOW ABANDONED.  TO REACH THE
 KV4167'STATION FROM THE JUNCTION OF THE EXIT RAMP LEADING FROM THE
 KV4167'SOUTHBOUND LANES OF THE GARDEN STATE PARKWAY AND BELLEVILLE AVENUE AT
 KV4167'INTERCHANGE 149, GO 1.05 MI (1.69 KM) EAST SOUTHEAST ON BELLEVILLE
 KV4167'AVENUE TO THE DRIVEWAY LEADING TO THE HOSPITAL, A 7 STORY CONSPICUOUS
 KV4167'BRICK STRUCTURE.  TO REACH THE STATION FROM THE JUNCTION OF THE EXIT
 KV4167'RAMP LEADING FROM THE NORTHBOUND LANES OF THE GARDEN STATE PARKWAY
 KV4167'AND HOOVER AVENUE AT INTERCHANGE 150, GO 0.25 MI (0.40 KM) EAST
 KV4167'SOUTHEAST ON HOOVER AVENUE TO THE TEE JUNCTION WITH JORALEMON STREET.
 KV4167'TURN RIGHT AND GO 0.5 MI (0.8 KM) EAST ON JORALEMON STREET TO THE
 KV4167'JUNCTION WITH FRANKLIN AVENUE.  TURN RIGHT AND GO 0.65 MI (1.05 KM)
 KV4167'SOUTH ON FRANKLIN AVENUE TO THE JUNCTION WITH BELLEVILLE AVENUE. TURN
 KV4167'RIGHT AND GO 0.1 MI (0.2 KM) WEST ON BELLEVILLE AVENUE TO THE
 KV4167'HOSPITAL DRIVE ON THE RIGHT.  TURN RIGHT AND GO STRAIGHT AHEAD TO THE
 KV4167'HOSPITAL BUILDING .  THE STATION IS SET IN THE SOUTHEAST CORNER OF
 KV4167'THE GENTLY SLOPING COPING WALL SURROUNDING THE RAIN GUTTER OF THE
 KV4167'PYRAMIDAL ROOF ON THE TOP OF THE CENTER SECTION OF THE HOSPITAL
 KV4167'BUILDING.  THE STATION IS 7.702 M (25.269 FT) SOUTHWEST OF REFERENCE
 KV4167'MARK 2, 7.423 M (24.354 FT) EAST OF REFERENCE MARK 1 WHICH ARE BOTH
 KV4167'SET IN THE COPING WALL.  PERMISSION TO OCCUPY THE STATION MUST BE
 KV4167'OBTAINED FROM MR. JOHN SHOLANDER, PHONE 201 228 8185, ASSISTANT TO
 KV4167'THE CHIEF ENGINEER OF THE HOSPITAL COMPLEX.  A 20 FT (6.1 M)
 KV4167'EXTENSION LADDER IS NEEDED TO SCALE THE PENTHOUSE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6398 ***********************************************************************
 KV6398  DESIGNATION -  ESSO
 KV6398  PID         -  KV6398
 KV6398  STATE/COUNTY-  NJ/BURLINGTON
 KV6398  USGS QUAD   -  BRISTOL (1981)
 KV6398
 KV6398                         *CURRENT SURVEY CONTROL
 KV6398  ___________________________________________________________________
 KV6398* NAD 83(1996)-  40 05 28.79475(N)    074 50 10.33986(W)     ADJUSTED  
 KV6398* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6398  ___________________________________________________________________
 KV6398  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 KV6398  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV6398
 KV6398  HORZ ORDER  -  THIRD
 KV6398
 KV6398.The horizontal coordinates were established by classical geodetic methods
 KV6398.and adjusted by the National Geodetic Survey in September 1999..
 KV6398
 KV6398.The orthometric height was scaled from a topographic map.
 KV6398
 KV6398.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6398
 KV6398.The geoid height was determined by GEOID03.
 KV6398
 KV6398;                    North         East     Units Scale Factor Converg.
 KV6398;SPC NJ       -   139,708.645   121,331.239   MT  0.99991011   -0 12 59.5
 KV6398;SPC NJ       -   458,360.78    398,067.57   sFT  0.99991011   -0 12 59.5
 KV6398;SPC PA S     -    88,262.963   848,438.044   MT  0.99997905   +1 53 25.6
 KV6398;SPC PA S     -   289,576.07  2,783,583.82   sFT  0.99997905   +1 53 25.6
 KV6398;UTM  18      - 4,437,907.097   513,962.806   MT  0.99960240   +0 06 19.7
 KV6398
 KV6398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6398!SPC NJ       -   1.00000505  x   0.99991011  =   0.99991516
 KV6398!SPC PA S     -   1.00000505  x   0.99997905  =   0.99998410
 KV6398!UTM  18      -   1.00000505  x   0.99960240  =   0.99960744
 KV6398
 KV6398                          SUPERSEDED SURVEY CONTROL
 KV6398
 KV6398  NAD 83(1986)-  40 05 28.79380(N)    074 50 10.34152(W) AD(       ) 3
 KV6398
 KV6398.Superseded values are not recommended for survey control.
 KV6398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6398.See file dsdata.txt to determine how the superseded data were derived.
 KV6398
 KV6398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1396337907(NAD 83)
 KV6398_MARKER: DD = SURVEY DISK
 KV6398_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV6398_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KV6398_STAMPING: ESSO 1972
 KV6398_MARK LOGO: USE   
 KV6398_PROJECTION: RECESSED 6 CENTIMETERS
 KV6398_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6398+SATELLITE: SATELLITE OBSERVATIONS - 1972
 KV6398_ROD/PIPE-DEPTH: 1    meters
 KV6398
 KV6398  HISTORY     - Date     Condition        Report By
 KV6398  HISTORY     - 1972     MONUMENTED       USE
 KV6398
 KV6398                          STATION DESCRIPTION
 KV6398
 KV6398'DESCRIBED BY US ENGINEERS 1972
 KV6398'THE STATION IS LOCATED ON THE E SIDE OF THE DELAWARE RIVER ALONG THE
 KV6398'EASTERN BRANCH WHICH SURROUNDS BURLINGTON ISLAND, BURLINGTON BACK
 KV6398'CHANNEL.
 KV6398'TO REACH STATION PROCEED BY BOAT ABOUT 1.05 MI ENE OF THE SW CORNER OF
 KV6398'BURLINGTON ISLAND AND JUST SW OF THE ESSO FUEL PIER, HUMBLE OIL
 KV6398'COMPANY.
 KV6398'STATION MARK IS A 1 1/4 INCH DIA PIPE WITH A STANDARD DISK ATTACHED TO
 KV6398'THE TOP AND IS 0.2 FT BELOW THE GROUND.  IT IS LOCATED TO THE W OF
 KV6398'PEARL STREET IN FRONT OF ESSO OWNED PROPERTY.  IT IS LOCATED 15.84 M
 KV6398'(52.0 FT) NE OF A PK NAIL IN POLE 2617BT, 9.25 M (30.3 FT) SW OF THE
 KV6398'CENTER POST OF A 12 INCH DIA SHUTOFF VALVE AT THE SE END OF THE FUEL
 KV6398'PIER, 9.65 M (31.7 FT) NW OF A PK NAIL IN CENTERLINE OF PEARL STREET,
 KV6398'AND 1.22 M (4.0 FT) SE OF THE TOP OF THE RIVERBANK.  IT IS ALSO
 KV6398'APPROXIMATELY 200 FT NE OF A 90 DEGREE BEND IN PEARL STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2974 ***********************************************************************
 JU2974  DESIGNATION -  ESTELL
 JU2974  PID         -  JU2974
 JU2974  STATE/COUNTY-  NJ/ATLANTIC
 JU2974  USGS QUAD   -  TUCKAHOE (1994)
 JU2974
 JU2974                         *CURRENT SURVEY CONTROL
 JU2974  ___________________________________________________________________
 JU2974* NAD 83(1996)-  39 22 21.31483(N)    074 45 39.42894(W)     ADJUSTED  
 JU2974* NAVD 88     -        18.865  (meters)      61.89   (feet)  ADJUSTED  
 JU2974  ___________________________________________________________________
 JU2974  X           -   1,297,721.844 (meters)                     COMP
 JU2974  Y           -  -4,763,576.685 (meters)                     COMP
 JU2974  Z           -   4,024,368.607 (meters)                     COMP
 JU2974  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 JU2974  ELLIP HEIGHT-         -15.21  (meters)          (10/23/02) GPS OBS
 JU2974  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JU2974  DYNAMIC HT  -          18.855 (meters)      61.86  (feet)  COMP
 JU2974  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 JU2974
 JU2974  HORZ ORDER  -  FIRST
 JU2974  VERT ORDER  -  FIRST     CLASS II
 JU2974  ELLP ORDER  -  FOURTH    CLASS I
 JU2974
 JU2974.The horizontal coordinates were established by GPS observations
 JU2974.and adjusted by the National Geodetic Survey in July 1997..
 JU2974.No horizontal observational check was made to the station.
 JU2974
 JU2974.The orthometric height was determined by differential leveling
 JU2974.and adjusted by the National Geodetic Survey in January 1994..
 JU2974
 JU2974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2974
 JU2974.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2974
 JU2974.The ellipsoidal height was determined by GPS observations
 JU2974.and is referenced to NAD 83.
 JU2974
 JU2974.The geoid height was determined by GEOID03.
 JU2974
 JU2974.The dynamic height is computed by dividing the NAVD 88
 JU2974.geopotential number by the normal gravity value computed on the
 JU2974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2974.degrees latitude (g = 980.6199 gals.).
 JU2974
 JU2974.The modeled gravity was interpolated from observed gravity values.
 JU2974
 JU2974;                    North         East     Units Scale Factor Converg.
 JU2974;SPC NJ       -    59,893.110   127,515.893   MT  0.99990622   -0 09 55.9
 JU2974;SPC NJ       -   196,499.31    418,358.39   sFT  0.99990622   -0 09 55.9
 JU2974;UTM  18      - 4,358,151.587   520,590.556   MT  0.99960522   +0 09 05.9
 JU2974
 JU2974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2974!SPC NJ       -   1.00000239  x   0.99990622  =   0.99990861
 JU2974!UTM  18      -   1.00000239  x   0.99960522  =   0.99960761
 JU2974
 JU2974:                Primary Azimuth Mark                     Grid Az
 JU2974:SPC NJ       -  WESTERNMOST OF TWIN TANKS                012 56 54.8
 JU2974:UTM  18      -  WESTERNMOST OF TWIN TANKS                012 37 53.0
 JU2974
 JU2974|---------------------------------------------------------------------|
 JU2974| PID    Reference Object                     Distance      Geod. Az  |
 JU2974|                                                           dddmmss.s |
 JU2974| JU2886 WESTERNMOST OF TWIN TANKS           APPROX. 9.1 KM 0124658.9 |
 JU2974| JU2887 EASTERNMOST OF TWIN TANKS           APPROX. 9.1 KM 0125102.1 |
 JU2974| JU2893 MAYS LANDING STANDPIPE              APPROX. 9.5 KM 0192557.3 |
 JU2974| JU2831 MC KEE TOWN FIRE LOOKOUT TOWER      APPROX.14.4 KM 0592337.7 |
 JU2974| JU2827 PLEASANTVILLE HAMMELL MON TANK      APPROX.19.8 KM 0830933.1 |
 JU2974| JU2824 BLACK STANDPIPE                     APPROX.15.6 KM 0871140.7 |
 JU2974| JU2826 PLEASANTVILLE WATER TANK            APPROX.19.1 KM 0880950.8 |
 JU2974| JU2839 SOMERS POINT STANDPIPE              APPROX.15.1 KM 1131223.7 |
 JU2974| JU4222 1891                                               1633315.8 |
 JU2974| JU4227 ESTELL RM 2                          24.930 METERS 16737     |
 JU2974| JU2975 BELLE PLAIN STATE FIRE TOWER        APPROX.12.4 KM 2173952.7 |
 JU2974| JU4228 ESTELL RM 3                          19.065 METERS 30557     |
 JU2974|---------------------------------------------------------------------|
 JU2974
 JU2974                          SUPERSEDED SURVEY CONTROL
 JU2974
 JU2974  ELLIP H (09/23/02)  -15.18   (m)                       GP(       ) 2 1
 JU2974  ELLIP H (07/24/97)  -15.14   (m)                       GP(       ) 2 1
 JU2974  ELLIP H (08/04/95)  -15.30   (m)                       GP(       ) 3 1
 JU2974  NAD 83(1992)-  39 22 21.31390(N)    074 45 39.42886(W) AD(       ) 1
 JU2974  ELLIP H (03/31/93)  -15.30   (m)                       GP(       ) 3 2
 JU2974  NAD 83(1991)-  39 22 21.30170(N)    074 45 39.43113(W) AD(       ) 1
 JU2974  NAD 83(1986)-  39 22 21.30153(N)    074 45 39.43124(W) AD(       ) 1
 JU2974  NAD 27      -  39 22 20.88600(N)    074 45 40.83800(W) AD(       ) 1
 JU2974  NAVD 88 (02/08/94)   18.87   (m)           61.9    (f) LEVELING    3  
 JU2974  NGVD 29 (01/10/92)   19.250  (m)           63.16   (f) ADJUSTED    1 2
 JU2974
 JU2974.Superseded values are not recommended for survey control.
 JU2974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2974.See file dsdata.txt to determine how the superseded data were derived.
 JU2974
 JU2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2059158152(NAD 83)
 JU2974_MARKER: DS = TRIANGULATION STATION DISK
 JU2974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2974_SP_SET: CONCRETE POST
 JU2974_STAMPING: ESTELL 1932
 JU2974_MARK LOGO: CGS   
 JU2974_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2974+STABILITY: SURFACE MOTION
 JU2974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2974+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1994
 JU2974
 JU2974  HISTORY     - Date     Condition        Report By
 JU2974  HISTORY     - 1932     MONUMENTED       CGS
 JU2974  HISTORY     - 1932     GOOD             CGS
 JU2974  HISTORY     - 1935     GOOD             CGS
 JU2974  HISTORY     - 1950     GOOD             CGS
 JU2974  HISTORY     - 19900713 GOOD             NJGS
 JU2974  HISTORY     - 19900713 GOOD             NJGS
 JU2974  HISTORY     - 19930603 GOOD             NJGS
 JU2974  HISTORY     - 19940603 GOOD             NGS
 JU2974  HISTORY     - 19940830 GOOD             NJGS
 JU2974
 JU2974                          STATION DESCRIPTION
 JU2974
 JU2974'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2974'LOCATED ABOUT 1-1/2 MILES SSW OF THE VILLAGE OF ESTELLVILLE (NOW
 JU2974'KNOWN AS ESTELL MANOR) AND 1-3/4 MILES NNW OF OAKVILLE AND 0.3
 JU2974'MILE W OF HIGHWAY 50 ON LAND OWNED BY MISS REBECCA ESTELL
 JU2974'WINSTON, MAYOR OF ESTELL MANOR.
 JU2974'
 JU2974'REACHED FROM MAYS LANDING BY HIGHWAY 50 S TO ESTELL MANOR,
 JU2974'FROM LARGE POND IN ESTELL MANOR CONTINUE S ON HIGHWAY 50 1.5
 JU2974'MILES TO A GRAVEL ROAD SHARP TO THE RIGHT WHERE THE MAIN ROAD
 JU2974'TURNS LEFT.  TURN RIGHT AND GO ABOUT 1/4 MILE TO
 JU2974'STATION.  STATION IS IN GRAVEL PIT OR PLACE WHERE DIRT IS TAKEN
 JU2974'FOR FILL PURPOSES, 7.9 METERS NE OF CENTER LINE OF GRAVEL ROAD.
 JU2974'
 JU2974'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2974'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 JU2974'
 JU2974'REFERENCE MARK NO.1 IS SE OF STATION 8 METERS SW OF HIGHWAY NO. 50.
 JU2974'
 JU2974'REFERENCE MARK NO. 2 IS SE OF STATION, 6.7 METERS NE OF CENTER
 JU2974'LINE OF GRAVEL ROAD.
 JU2974'
 JU2974'REFERENCE MARK NO. 3 IS WNW OF STATION, 3.4 METERS SW OF
 JU2974'CENTER LINE OF GRAVEL ROAD.
 JU2974'
 JU2974'HEIGHT OF SIGNAL ABOVE STATION MARK - 26 METERS.
 JU2974
 JU2974                          STATION RECOVERY (1932)
 JU2974
 JU2974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 JU2974'RECOVERED IN GOOD CONDITION.
 JU2974
 JU2974                          STATION RECOVERY (1935)
 JU2974
 JU2974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU2974'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 JU2974'EXCEPT FOR THE FOLLOWING CORRECTIONS--
 JU2974'
 JU2974'REFERENCE MARK NO. 2 IS 81.79 FEET SE OF THE STATION INSTEAD
 JU2974'OF 81.6 FEET AS DESCRIBED.
 JU2974'
 JU2974'REFERENCE MARK NO.1, THE AZIMUTH MARK, IS NOT VISIBLE FROM
 JU2974'GROUND BUT MAY BE MADE VISIBLE FROM GROUND BY CLEARING A NUMBER
 JU2974'OF SMALL PINE TREES.
 JU2974
 JU2974                          STATION RECOVERY (1950)
 JU2974
 JU2974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2974'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU2974'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 JU2974'AND FOUND TO BE CORRECT.  THE DISTANCE TO REFERENCE MARK 2 AS
 JU2974'GIVEN IN THE 1935 RECOVERY NOTE (81.79 FEET) WAS VERIFIED.  THE
 JU2974'PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT WITH THE FOLLOWING
 JU2974'ADDITION--
 JU2974'
 JU2974'THE AZIMUTH MARK (REFERENCE MARK 1) IS LOCATED AT THE JUNCTION
 JU2974'OF A GRAVEL ROAD AND STATE HIGHWAY 50.  IT IS 53.0 FEET NW OF
 JU2974'POLE NO. 209, 45.0 FEET NE OF ANCHOR POLE 209S, AND 25.9 FEET
 JU2974'W OF THE CENTER LINE OF STATE HIGHWAY 50.
 JU2974
 JU2974                          STATION RECOVERY (1990)
 JU2974
 JU2974'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2974'THE STATION IS LOCATED IN ESTELL MANOR CITY.  TO REACH THE STATION
 JU2974'FROM THE SOUTH JUNCTION OF STATE ROUTE 50 AND U.S HIGHWAY 40 IN MAYS
 JU2974'LANDING, GO 6.1 MI (9.8 KM) SOUTH ON ROUTE 50 TO A GRAVEL ROAD.  TURN
 JU2974'RIGHT AND GO 0.40 KM (0.25 MI) TO THE STATION ON THE RIGHT, ALSO 0.28
 JU2974'KM (0.17 MI) NORTH NORTHWEST FROM THE GATE ON THE GRAVEL ROAD.  THE
 JU2974'STATION, SET IN A CONCRETE MONUMENT PROJECTING 0.05 M (0.16 FT) , IS
 JU2974'1.5 M (4.9 FT) EAST OF THE EAST EDGE OF THE GRAVEL ROAD, 7.7 M
 JU2974'(25.3 FT) EAST FROM THE CENTER LINE OF THE GRAVEL ROAD, 19.1 M
 JU2974'(62.7 FT) SOUTH SOUTHEAST FROM ESTELL RM 3, 0.5 M (1.6 FT) WEST FROM
 JU2974'A CARSONITE WITNESS POST, AND 25.0 M (82.0 FT) NORTH FROM ESTELL RM2.
 JU2974
 JU2974                          STATION RECOVERY (1990)
 JU2974
 JU2974'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2974'THE STATION IS LOCATED IN ESTELL MANOR CITY.  TO REACH THE STATION
 JU2974'FROM THE SOUTH JUNCTION OF STATE HIGHWAY 50 AND U.S.HIGHWAY 40 IN
 JU2974'MAYS LANDING, GO 9.8 KM (6.1 MI) SOUTH ON STATE HIGHWAY 50 TO A WYE
 JU2974'JUNCTION WITH A LIMITED ACCESS GRAVEL ROAD ON THE RIGHT, OLD MAYS
 JU2974'LANDING ROAD, TURN HARD RIGHT AND GO 0.4 KM (0.2 MI) NORTH, PASSING A
 JU2974'STEEL GATE, TO THE CREST OF THE HILL AND THE STATION ON THE RIGHT,
 JU2974'JUST SOUTH OF A CLOSED, SOLID WASTE LANDFILL ON THE LEFT.  THE
 JU2974'STATION IS 1.5 M (4.9 FT) EAST OF THE EDGE OF THE GRAVEL ROAD, 7.7 M
 JU2974'(25.3 FT) EAST OF THE GRAVEL ROAD CENTERLINE, 19.1 M (62.7 FT) SOUTH
 JU2974'SOUTHEAST AND ACROSS THE ROAD FROM ESTELL RM 3, 25.0 M (82.0 FT)
 JU2974'NORTH OF ESTELL RM 2, 0.5 M (1.6 FT) WEST OF A CARSONITE WITNESS POST
 JU2974'AND 0.05 M (0.16 FT) ABOVE THE GROUND.  CONTACT MRS. COHEN, THE
 JU2974'ESTELL MANOR CITY HALL CLERK AT 609 476 2692 FOR ACCESS TO THE GATE
 JU2974'KEY AND THE STATION.
 JU2974
 JU2974                          STATION RECOVERY (1993)
 JU2974
 JU2974'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 JU2974'THE STATION IS LCOATED IN THE CITY OF ESTELL MANOR.  TO REACH THE
 JU2974'STATION FROM THE SOUTH JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY
 JU2974'50 IN MAYS LANDING, GO 9.8 MI (15.8 KM) SOUTH ON STATE HIGHWAY 50 TO
 JU2974'A WYE JUNCTION WITH A LIMITED ACCESS GRAVEL ROAD ON THE RIGHT, OLD
 JU2974'MAYS LANDING ROAD.  TURN HARD RIGHT AND GO 0.2 MI (0.3 KM) NORTH,
 JU2974'PASSING A LOCKED STEEL GATE, TO THE CREST OF THE HILL AND THE STATION
 JU2974'ON THE RIGHT, JUST SOUTH OF A CLOSED, SOLID WASTE LANDFILL ON THE
 JU2974'LEFT.  THE STATION IS 1.5 M (4.9 FT) EAST FROM THE EDGE OF THE GRAVEL
 JU2974'ROAD, 7.7 M (25.3 FT) EAST FROM THE CENTERLINE OF THE GRAVEL ROAD,
 JU2974'19.1 M (62.7 FT) SOUTH SOUTHEAST FROM AND ACROSS THE ROAD FROM
 JU2974'REFERENCE MARK NUMBER 3, 25.0 NORTH FROM REFERENCE MARK NUMBER 2, 0.5
 JU2974'M (1.6 FT) WEST FROM AN ORANGE CARSONITE WITNESS POST AND 0.05 M
 JU2974'(0.16 FT) ABOVE THE GROUND.
 JU2974
 JU2974                          STATION RECOVERY (1994)
 JU2974
 JU2974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 JU2974'RECOVERED AS DESCRIBED.
 JU2974
 JU2974                          STATION RECOVERY (1994)
 JU2974
 JU2974'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU2974'THE STATION IS LOCATED IN ESTELL MANOR CITY.  TO REACH THE STATION
 JU2974'FROM THE SOUTH JUNCTION OF STATE ROUTE 50 AND U.S.HIGHWAY 40 IN MAYS
 JU2974'LANDING, GO 9.8 KM (6.10 MI) SOUTH ON STATE ROUTE 50 TO A WYE JUNCTION
 JU2974'WITH A LIMITED ACCESS GRAVEL ROAD ON THE RIGHT, LEADING TO A FORMER
 JU2974'MUNICIPAL LANDFILL.  TURN HARD RIGHT AND GO 0.4 KM (0.25 MI) NORTH,
 JU2974'PASSING A LOCKED STEEL GATE, TO THE CREST OF THE HILL AND THE STATION
 JU2974'ON THE RIGHT, JUST SOUTH OF THE CLOSED LANDFILL.  THE STATION IS 1.5 M
 JU2974'(4.9 FT) EAST OF THE EDGE OF THE GRAVEL ROAD, 7.7 M (25.3 FT) EAST OF
 JU2974'THE GRAVEL ROAD CENTERLINE, 19.1 M (62.7 FT) SOUTH SOUTHEAST AND
 JU2974'ACROSS THE ROAD FROM ESTELL RM 3, 25.0 M (82.0 FT) NORTH OF ESTELL RM
 JU2974'2 AND 0.5 M (1.6 FT) WEST OF A CARSONITE WITNESS POST.  THE STATION
 JU2974'PROJECTS ABOUT 0.05 M (0.16 FT) ABOVE THE GROUND IN A CLEARED AREA.
 JU2974'CONTACT MRS. COHEN, THE ESTELL MANOR CITY HALL CLERK AT 609 476 2692
 JU2974'FOR ACCESS TO THE GATE KEY AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4227 ***********************************************************************
 JU4227  DESIGNATION -  ESTELL RM 2
 JU4227  PID         -  JU4227
 JU4227  STATE/COUNTY-  NJ/ATLANTIC
 JU4227  USGS QUAD   -  TUCKAHOE (1994)
 JU4227
 JU4227                         *CURRENT SURVEY CONTROL
 JU4227  ___________________________________________________________________
 JU4227* NAD 83(1986)-  39 22 19.     (N)    074 45 37.     (W)     SCALED    
 JU4227* NAVD 88     -        18.309  (meters)      60.07   (feet)  ADJUSTED  
 JU4227  ___________________________________________________________________
 JU4227  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JU4227  DYNAMIC HT  -          18.299 (meters)      60.04  (feet)  COMP
 JU4227  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 JU4227
 JU4227  VERT ORDER  -  FIRST     CLASS II
 JU4227
 JU4227.The horizontal coordinates were scaled from a topographic map and have
 JU4227.an estimated accuracy of +/- 6 seconds.
 JU4227
 JU4227.The orthometric height was determined by differential leveling
 JU4227.and adjusted by the National Geodetic Survey in January 1994..
 JU4227
 JU4227.The geoid height was determined by GEOID03.
 JU4227
 JU4227.The dynamic height is computed by dividing the NAVD 88
 JU4227.geopotential number by the normal gravity value computed on the
 JU4227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4227.degrees latitude (g = 980.6199 gals.).
 JU4227
 JU4227.The modeled gravity was interpolated from observed gravity values.
 JU4227
 JU4227;                    North         East    Units  Estimated Accuracy
 JU4227;SPC NJ       -    59,820.      127,570.      MT  (+/- 180 meters Scaled)
 JU4227
 JU4227                          SUPERSEDED SURVEY CONTROL
 JU4227
 JU4227  NGVD 29 (01/10/92)   18.694  (m)           61.33   (f) ADJUSTED    1 2
 JU4227
 JU4227.Superseded values are not recommended for survey control.
 JU4227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4227.See file dsdata.txt to determine how the superseded data were derived.
 JU4227
 JU4227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ206580(NAD 83)
 JU4227_MARKER: DR = REFERENCE MARK DISK
 JU4227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4227_SP_SET: CONCRETE POST
 JU4227_STAMPING: ESTELL NO 2 1932
 JU4227_MARK LOGO: CGS   
 JU4227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4227+STABILITY: SURFACE MOTION
 JU4227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4227+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1990
 JU4227
 JU4227  HISTORY     - Date     Condition        Report By
 JU4227  HISTORY     - 1932     MONUMENTED       CGS
 JU4227  HISTORY     - 19900713 GOOD             NJGS
 JU4227
 JU4227                          STATION DESCRIPTION
 JU4227
 JU4227'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 JU4227'THE STATION IS LOCATED IN ESTELL MANOR CITY.  TO REACH THE STATION
 JU4227'FROM THE SOUTH JUNCTION OF STATE ROUTE 50 AND U.S. HIGHWAY 40 IN MAYS
 JU4227'LANDING, GO 6.1 MI (9.8 KM) SOUTH ON ROUTE 50 TO A GRAVEL ROAD, TURN
 JU4227'RIGHT AND GO 0.40 KM (0.25 MI) TO THE STATION ON THE RIGHT, ALSO 0.28
 JU4227'KM (0.17 MI) NORTH NORTHWEST FROM THE GATE ON THE GRAVEL ROAD.  THE
 JU4227'STATION, SET IN A CONCRETE MONUMENT PROJECTING 0.05 M (0.16 FT) , IS
 JU4227'AT THE EAST EDGE OF THE GRAVEL ROAD.  THE STATION IS 5.5 M (18.0 FT)
 JU4227'EAST FROM THE CENTER LINE OF THE GRAVEL ROAD, 25.0 M (82.0 FT) SOUTH
 JU4227'FROM TRIG STATION ESTELL, AND 41.2 M (135.2 FT) EAST SOUTHEAST FROM
 JU4227'ESTELL RM 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4228 ***********************************************************************
 JU4228  DESIGNATION -  ESTELL RM 3
 JU4228  PID         -  JU4228
 JU4228  STATE/COUNTY-  NJ/ATLANTIC
 JU4228  USGS QUAD   -  TUCKAHOE (1994)
 JU4228
 JU4228                         *CURRENT SURVEY CONTROL
 JU4228  ___________________________________________________________________
 JU4228* NAD 83(1986)-  39 22 22.     (N)    074 45 39.     (W)     SCALED    
 JU4228* NAVD 88     -        19.180  (meters)      62.93   (feet)  ADJUSTED  
 JU4228  ___________________________________________________________________
 JU4228  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JU4228  DYNAMIC HT  -          19.171 (meters)      62.90  (feet)  COMP
 JU4228  MODELED GRAV-     980,114.3   (mgal)                       NAVD 88
 JU4228
 JU4228  VERT ORDER  -  FIRST     CLASS II
 JU4228
 JU4228.The horizontal coordinates were scaled from a topographic map and have
 JU4228.an estimated accuracy of +/- 6 seconds.
 JU4228
 JU4228.The orthometric height was determined by differential leveling
 JU4228.and adjusted by the National Geodetic Survey in January 1994..
 JU4228
 JU4228.The geoid height was determined by GEOID03.
 JU4228
 JU4228.The dynamic height is computed by dividing the NAVD 88
 JU4228.geopotential number by the normal gravity value computed on the
 JU4228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4228.degrees latitude (g = 980.6199 gals.).
 JU4228
 JU4228.The modeled gravity was interpolated from observed gravity values.
 JU4228
 JU4228;                    North         East    Units  Estimated Accuracy
 JU4228;SPC NJ       -    59,910.      127,530.      MT  (+/- 180 meters Scaled)
 JU4228
 JU4228                          SUPERSEDED SURVEY CONTROL
 JU4228
 JU4228  NGVD 29 (01/10/92)   19.565  (m)           64.19   (f) ADJUSTED    1 2
 JU4228
 JU4228.Superseded values are not recommended for survey control.
 JU4228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4228.See file dsdata.txt to determine how the superseded data were derived.
 JU4228
 JU4228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ206581(NAD 83)
 JU4228_MARKER: DR = REFERENCE MARK DISK
 JU4228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4228_SP_SET: CONCRETE POST
 JU4228_MARK LOGO: CGS   
 JU4228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4228+STABILITY: SURFACE MOTION
 JU4228_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4228+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1990
 JU4228
 JU4228  HISTORY     - Date     Condition        Report By
 JU4228  HISTORY     - 1932     MONUMENTED       CGS
 JU4228  HISTORY     - 19900713 GOOD             NJGS
 JU4228
 JU4228                          STATION DESCRIPTION
 JU4228
 JU4228'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 JU4228'THE STATION IS LOCATED IN ESTELL MANOR CITY.  TO REACH THE STATION
 JU4228'FROM THE SOUTH JUNCTION OF STATE ROUTE 50 AND U.S. HIGHWAY 40 IN MAYS
 JU4228'LANDING, GO 6.1 MI (9.8 KM) SOUTH ON ROUTE 50 TO A GRAVEL ROAD, TURN
 JU4228'RIGHT AND GO 0.40 KM (0.25 MI) TO THE STATION ON THE LEFT, ALSO 0.28
 JU4228'KM (0.17 MI) NORTH NORTHWEST FROM THE GATE ON THE GRAVEL ROAD.  THE
 JU4228'STATION, SET IN A CONCRETE MONUMENT PROJECTING 0.05 M (0.16 FT) , IS
 JU4228'AT THE WEST EDGE OF THE GRAVEL ROAD.  THE STATION IS 4.0 M (13.1 FT)
 JU4228'WEST FROM THE CENTER LINE OF THE GRAVEL ROAD, 42.1 M (138.1 FT) SOUTH
 JU4228'SOUTHEAST FROM A PROPERTY MONUMENT FOUND AT THE NORTHEAST CORNER OF
 JU4228'THE WOODS SOUTH OF THE DUMP AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5150 ***********************************************************************
 KV5150  DESIGNATION -  EVANS
 KV5150  PID         -  KV5150
 KV5150  STATE/COUNTY-  NJ/MONMOUTH
 KV5150  USGS QUAD   -  ASBURY PARK (1989)
 KV5150
 KV5150                         *CURRENT SURVEY CONTROL
 KV5150  ___________________________________________________________________
 KV5150* NAD 83(1996)-  40 11 01.77108(N)    074 03 57.82496(W)     ADJUSTED  
 KV5150* NAVD 88     -        25.0    (meters)      82.     (feet)  GPS OBS   
 KV5150  ___________________________________________________________________
 KV5150  X           -   1,339,578.917 (meters)                     COMP
 KV5150  Y           -  -4,692,078.343 (meters)                     COMP
 KV5150  Z           -   4,093,595.402 (meters)                     COMP
 KV5150  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 KV5150  ELLIP HEIGHT-          -7.84  (meters)          (10/23/02) GPS OBS
 KV5150  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV5150
 KV5150  HORZ ORDER  -  FIRST
 KV5150  ELLP ORDER  -  FOURTH    CLASS I
 KV5150
 KV5150.The horizontal coordinates were established by GPS observations
 KV5150.and adjusted by the National Geodetic Survey in May 1999..
 KV5150
 KV5150.The orthometric height was determined by GPS observations and a
 KV5150.high-resolution geoid model.
 KV5150
 KV5150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5150
 KV5150.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5150
 KV5150.The ellipsoidal height was determined by GPS observations
 KV5150.and is referenced to NAD 83.
 KV5150
 KV5150.The geoid height was determined by GEOID03.
 KV5150
 KV5150;                    North         East     Units Scale Factor Converg.
 KV5150;SPC NJ       -   150,013.957   186,952.405   MT  0.99991680   +0 16 48.0
 KV5150;SPC NJ       -   492,170.79    613,359.68   sFT  0.99991680   +0 16 48.0
 KV5150;UTM  18      - 4,448,578.487   579,507.038   MT  0.99967782   +0 36 09.5
 KV5150
 KV5150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5150!SPC NJ       -   1.00000123  x   0.99991680  =   0.99991803
 KV5150!UTM  18      -   1.00000123  x   0.99967782  =   0.99967905
 KV5150
 KV5150:                Primary Azimuth Mark                     Grid Az
 KV5150:SPC NJ       -  OAKHURST US ARMY TOWER                   018 06 24.7
 KV5150:UTM  18      -  OAKHURST US ARMY TOWER                   017 47 03.2
 KV5150
 KV5150|---------------------------------------------------------------------|
 KV5150| PID    Reference Object                     Distance      Geod. Az  |
 KV5150|                                                           dddmmss.s |
 KV5150| KV5181 OAKHURST US ARMY TOWER              APPROX. 6.5 KM 0182312.7 |
 KV5150| KV5173 TOWER 296                           214.210 METERS 03246     |
 KV5150| CB5900 EVANS RM 2                           50.624 METERS 24005     |
 KV5150| CB5898 EVANS AZ MK                                        2632500.7 |
 KV5150| CB5899 EVANS RM 1                           49.271 METERS 34654     |
 KV5150|---------------------------------------------------------------------|
 KV5150
 KV5150                          SUPERSEDED SURVEY CONTROL
 KV5150
 KV5150  ELLIP H (05/14/99)   -7.86   (m)                       GP(       ) 4 1
 KV5150  NAD 83(1992)-  40 11 01.77039(N)    074 03 57.82758(W) AD(       ) 1
 KV5150  ELLIP H (04/25/94)   -7.80   (m)                       GP(       ) 3 1
 KV5150  NAD 83(1986)-  40 11 01.77228(N)    074 03 57.82797(W) AD(       ) 1
 KV5150  NAD 83(1986)-  40 11 01.77110(N)    074 03 57.81894(W) AD(       ) 1
 KV5150  NAD 27      -  40 11 01.36300(N)    074 03 59.31900(W) AD(       ) 1
 KV5150  NGVD 29 (07/19/86)   24.24   (m)           79.5    (f) LEVELING    3  
 KV5150
 KV5150.Superseded values are not recommended for survey control.
 KV5150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5150.See file dsdata.txt to determine how the superseded data were derived.
 KV5150
 KV5150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7950748578(NAD 83)
 KV5150_MARKER: DS = TRIANGULATION STATION DISK
 KV5150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5150_SP_SET: CONCRETE POST
 KV5150_STAMPING: EVANS 1944
 KV5150_MARK LOGO: CGS   
 KV5150_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5150+STABILITY: SURFACE MOTION
 KV5150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5150+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV5150
 KV5150  HISTORY     - Date     Condition        Report By
 KV5150  HISTORY     - 1944     MONUMENTED       CGS
 KV5150  HISTORY     - 1944     GOOD             CGS
 KV5150  HISTORY     - 1947     SEE DESCRIPTION  CGS
 KV5150  HISTORY     - 1960     GOOD             CGS
 KV5150  HISTORY     - 19920602 GOOD             NJGS
 KV5150  HISTORY     - 19930128 GOOD             NJGS
 KV5150  HISTORY     - 19930402 GOOD             NJHA
 KV5150  HISTORY     - 19940630 GOOD             NJGS
 KV5150  HISTORY     - 20020202 GOOD             NJGS
 KV5150
 KV5150                          STATION DESCRIPTION
 KV5150
 KV5150'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (LGS)
 KV5150'STATION IS LOCATED ABOUT 2 MILES W OF THE BELMAR POST OFFICE
 KV5150'IN AREA D OF THE EVANS SIGNAL LABORATORY, 71 FEET NE OF THE NW
 KV5150'LEG OF TOWER D.  IT IS NEAR THE SW CORNER OF AREA D PARKING
 KV5150'LOT.  IT IS STAMPED EVANS 1944 AND IS FLUSH WITH THE GROUND.
 KV5150'
 KV5150'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 KV5150'DISKS SET IN CONCRETE.
 KV5150'
 KV5150'REFERENCE MARK 1 IS 161.65 FEET NNW OF THE STATION, ON THE W
 KV5150'EDGE OF THE PARKING LOT OF AREA D, AND 37 FEET E OF THE
 KV5150'APPROXIMATE CENTER LINE OF A GRADED DIRT ROAD.  IT IS STAMPED
 KV5150'EVANS NO 1 1944 AND PROJECTS ABOUT 2 INCHES.
 KV5150'
 KV5150'REFERENCE MARK 2 IS 166.09 FEET SW OF THE STATION, 111 FEET SW
 KV5150'OF THE NW CORNER LEG OF TOWER D, AND 24 FEET N OF THE
 KV5150'APPROXIMATE CENTER LINE OF A GRAVELED ROAD.  IT IS STAMPED EVANS
 KV5150'NO 2 1944 AND PROJECTS ABOUT 3 INCHES.
 KV5150'
 KV5150'AZIMUTH MARK IS W OF THE STATION, 71 FEET NW OF THE NW CORNER
 KV5150'OF THE ALVIN HENDERSON HOUSE, 20 FEET N OF THE APPROXIMATE
 KV5150'CENTER LINE OF BELMAR BOULEVARD, AND IN HEDGEROW.  IT IS
 KV5150'STAMPED EVANS 1944 AND PROJECTS ABOUT 3 INCHES.
 KV5150'
 KV5150'A TRAVERSE CONNECTION WAS MADE TO THE U.S. ARMY MARK THAT IS
 KV5150'BENEATH TOWER D.  IT IS 16.514 METERS (54.18 FEET) SSW OF THE
 KV5150'STATION.  THE TOWER IS A FOUR-LEGGED WOOD STRUCTURE ABOUT 70
 KV5150'FEET HIGH.  THE MARK IS A PRECAST MARK WITH A HEXAGON-SHAPED
 KV5150'DISK.  THERE IS NO STAMPING ON THE DISK.  THE POINT MEASURED
 KV5150'AND OBSERVED WAS A SMALL INDENTATION IN THE CENTER OF THE DISK.
 KV5150'
 KV5150'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON MONMOUTH
 KV5150'AVENUE FOR 0.2 MILE TO THE INTERSECTION OF BELMAR BOULEVARD,
 KV5150'THENCE RIGHT ON BELMAR BOULEVARD FOR 0.4 MILE TO THE ALVIN
 KV5150'HENDERSON HOUSE ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.
 KV5150'
 KV5150'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KV5150
 KV5150                          STATION RECOVERY (1944)
 KV5150
 KV5150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 KV5150'RECOVERED IN GOOD CONDITION.
 KV5150
 KV5150                          STATION RECOVERY (1947)
 KV5150
 KV5150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (ITS)
 KV5150'STATION, REFERENCE MARKS, AND U.S. ARMY MARK (DIRECTLY UNDER
 KV5150'TOWER D) RECOVERED IN GOOD CONDITION.  AT THE PRESENT TIME, THE
 KV5150'AREA SURROUNDING THE STATION MARK IS BEING USED AS A COAL DUMP
 KV5150'AND COAL IS HEAPED TO AN APPROXIMATE HEIGHT OF 7 TO 8 FEET
 KV5150'BETWEEN THE STATION MARK AND REFERENCE MARK 1.  THE AZIMUTH MARK
 KV5150'WAS RECOVERED IN GOOD CONDITION.  DUE TO THE PROPERTY OWNERS
 KV5150'REQUEST, THIS MARK WAS LOWERED 3 FEET SO THAT WHEN HE GRADES
 KV5150'HIS PROPERTY, WHICH WILL BE WITHIN THE NEXT 30 DAYS, THE MARK
 KV5150'WILL BE FLUSH WITH THE SURFACE OF THE GROUND.  THE AZIMUTH
 KV5150'MARK WILL NOT SEE THE STATION MARK DUE TO HEAVY BRUSH AND NEW
 KV5150'HOMES BEING ERECTED BETWEEN THE AZIMUTH MARK AND THE STATION.
 KV5150'IT WILL REQUIRE ABOUT A 30-FOOT SIGNAL OVER THE AZIMUTH MARK
 KV5150'TO SEE THE STATION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 KV5150'
 KV5150'STATION IS LOCATED ABOUT 2 MILES W OF THE BELMAR POST OFFICE,
 KV5150'IN AREA D OF THE EVANS SIGNAL LABORATORY, 71 FEET NE OF THE NW
 KV5150'LEG OF TOWER D.  IT IS NEAR THE SW CORNER OF AREA D PARKING
 KV5150'LOT.  IT IS STAMPED EVANS 1944 AND IS FLUSH WITH THE GROUND.
 KV5150'
 KV5150'STATION AND UNDERGROUND MARK ARE BRONZE DISKS SET IN CONCRETE.
 KV5150'
 KV5150'REFERENCE MARK 1 IS A BRONZE DISK SET IN CONCRETE.  IT IS 161.65
 KV5150'FEET NNW OF THE STATION, ON THE W EDGE OF THE PARKING LOT OF
 KV5150'AREA D, AND 37 FEET E OF THE APPROXIMATE CENTER LINE OF A
 KV5150'GRADED DIRT ROAD.  IT IS STAMPED EVANS NO 1 1944 AND PROJECTS
 KV5150'ABOUT 2 INCHES.
 KV5150'
 KV5150'REFERENCE MARK 2 IS 166.09 FEET SW OF THE STATION, 111 FEET SW
 KV5150'OF THE NW CORNER LEG OF TOWER D, AND 24 FEET N OF THE
 KV5150'APPROXIMATE CENTER LINE OF A GRAVELED ROAD.  IT IS A BRONZE DISK
 KV5150'SET IN CONCRETE AND IS STAMPED EVANS NO 2 1944.  IT PROJECTS
 KV5150'ABOUT 3 INCHES.
 KV5150'
 KV5150'AZIMUTH MARK IS A BRONZE DISK SET IN CONCRETE.  IT IS W OF THE
 KV5150'STATION OF PROPERTY OWNED AND OCCUPIED BY HOWARD PARKER.  IT IS
 KV5150'40 FEET SW OF THE SW CORNER OF MR. PARKERS HOUSE, 10 FEET E OF
 KV5150'TELEPHONE POLE 56, 71 FEET NW OF THE NW CORNER OF THE ALVIN
 KV5150'HENDERSON HOUSE, 20 FEET N OF THE APPROXIMATE CENTER LINE OF
 KV5150'BELMAR BOULEVARD, AND AT THE PRESENT TIME SET 1 FOOT BELOW THE
 KV5150'SURFACE OF THE GROUND.  MR. PARKER INTENDS TO GRADE THE GROUND
 KV5150'IN THE NEAR FUTURE AND WHEN THE GRADING IS COMPLETED, THE MARK
 KV5150'WILL BE FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS
 KV5150'STAMPED EVANS 1944.
 KV5150'
 KV5150'A TRAVERSE CONNECTION WAS MADE TO THE U.S. ARMY MARK WHICH IS
 KV5150'BENEATH TOWER D.  IT IS 16.514 METERS (54.18 FEET) SSW OF THE
 KV5150'STATION.  THE TOWER IS FOUR-LEGGED WOODEN STRUCTURE ABOUT 70
 KV5150'FEET HIGH.  THE MARK IS A PRECAST MARK WITH A HEXAGON-SHAPED
 KV5150'DISK.  THERE IS NO STAMPING ON THE DISK.  THE POINT MEASURED AND
 KV5150'OBSERVED WAS A SMALL INDENTATION IN THE CENTER OF THE DISK.
 KV5150'
 KV5150'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON MONMOUTH
 KV5150'AVENUE FOR 0.2 MILE TO THE INTERSECTION OF BELMAR BOULEVARD,
 KV5150'THENCE RIGHT ON BELMAR BOULEVARD FOR 0.4 MILE TO THE HOWARD
 KV5150'PARKER HOUSE ON THE RIGHT AND AZIMUTH MARK AS DESCRIBED ABOVE.
 KV5150'
 KV5150'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KV5150
 KV5150                          STATION RECOVERY (1960)
 KV5150
 KV5150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RCY)
 KV5150'THE STATION MARK AND REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 KV5150'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND UPROOTED
 KV5150'AND LYING ON ITS SIDE.  THE DISK WAS REMOVED.  TOWER D, U.S. ARMY
 KV5150'MARK, (U.S.S.C.) 1944., R. 1947, WAS FOUND AND DISTANCE AND
 KV5150'DIRECTION CHECKED.  THE TOWER WHICH HAD BEEN STANDING ABOVE IT
 KV5150'HAS BEEN TORN DOWN.
 KV5150
 KV5150                          STATION RECOVERY (1992)
 KV5150
 KV5150'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV5150'THE STATION IS LOCATED IN WALL TOWNSHIP ON THE NORTHEAST SIDE OF TAFT
 KV5150'AVENUE, JUST WEST OF A LARGE, PAVED PARKING AREA, AREA D, BELONGING
 KV5150'TO THE EVANS SIGNAL LABORATORY OF THE U.S. ARMY AT FORT MONMOUTH.  TO
 KV5150'REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 138 AND NEW
 KV5150'BEDFORD ROAD, GO NORTHEAST ON NEW BEDFORD ROAD FOR 0.3 MI (0.5 KM) TO
 KV5150'A STOP SIGN AT A REVERSE WYE JUNCTION WITH BELMAR BOULEVARD.  BEAR TO
 KV5150'THE LEFT AND GO NORTHWEST ON BELMAR BOULEVARD FOR 0.3 MI (0.5 KM) TO
 KV5150'THE INTERSECTION WITH MONMOUTH BOULEVARD.  TURN RIGHT AND GO
 KV5150'NORTHEAST FOR 0.2 MI (0.3 KM) ON MONMOUTH BOULEVARD TO THE JUNCTION
 KV5150'WITH TAFT AVENUE ON THE LEFT.  TURN LEFT AND GO NORTHWEST ON TAFT
 KV5150'AVENUE FOR 0.05 MI (0.08 KM) TO THE WEST EDGE OF THE PARKING LOT FOR
 KV5150'AREA D AND THE STATION ON THE RIGHT, ABOUT 40 M (131.2 FT) NORTHEAST
 KV5150'FROM THE CENTERLINE OF TAFT AVENUE.  NO MEASUREMENTS WERE MADE.  THE
 KV5150'REFERENCE MARKS WERE NOT SEARCHED FOR.  STATION TOWER D U.S. ARMY
 KV5150'MARK WAS SEARCHED FOR AND NOT RECOVERED, HOWEVER A CONCRETE BLOCK
 KV5150'FOOTING FOR A FORMER TOWER WAS FOUND NEXT TO A TREE.
 KV5150
 KV5150                          STATION RECOVERY (1993)
 KV5150
 KV5150'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV5150'THE STATION IS LOCATED IN WALL TOWNSHIP, ON THE GROUNDS OF THE EVANS
 KV5150'AREA OF FORT MONMOUTH, U.S. GOVERNMENT PROPERTY.  TO GAIN PERMISSION
 KV5150'TO OCCUPY THE STATION WRITTEN AUTHORIZATION MUST BE MADE THROUGH
 KV5150'JAMES OTT, DIVISION OF ENGINEERING AND HOUSING, SELFM-EH, FORT
 KV5150'MONMOUTH, NEW JERSEY, 07703.  TO REACH THE STATION FROM THE JUNCTION
 KV5150'OF STATE ROUTE 138 AND NEW BEDFORD ROAD, GO 0.3 MI (0.5 KM) NORTHEAST
 KV5150'ON NEW BEDFORD ROAD TO THE JUNCTION WITH BELMAR BOULEVARD, TURN LEFT
 KV5150'AND GO 0.3 MI (0.5 KM) NORTHWEST TO THE JUNCTION WITH MONMOUTH
 KV5150'BOULEVARD, TURN RIGHT AND GO 0.2 MI (0.3 KM) NORTHEAST TO THE TEE
 KV5150'JUNCTION WITH TAFT AVENUE ON THE LEFT, TURN LEFT AND GO ABOUT 0.1 MI
 KV5150'(0.2 KM) NORTHWEST TO THE STATION ON THE RIGHT, 54.0 M (177.2 FT)
 KV5150'NORTHEAST OF THE CENTERLINE OF TAFT AVENUE, OPPOSITE, IN LINE WITH AND
 KV5150'ACROSS THE STREET FROM THE FRONT DOOR OF HOUSE NUMBER 2915, 1 STORY
 KV5150'FRAME.  THE STATION IS 16.5 M (54.1 FT) NORTHEAST OF U.S. ARMY TOWER
 KV5150'D, A HEXAGON DISK, IN THE CENTER OF FOUR CONCRETE FOOTING PADS IN AN
 KV5150'ISOLATED CHERRY AND OAK TREE CLUSTER, 9.6 M (31.5 FT) NORTHWEST OF
 KV5150'THE NORTHWEST EDGE OF PAVING OF PARKING LOT D, 50.0 M (164.0 FT) EAST
 KV5150'OF POLE NUMBER JC 2454 ON THE EAST SIDE OF TAFT AVENUE, 14.5 M
 KV5150'(47.6 FT) EAST NORTHEAST OF THE NORTHEAST FOOTING FOR TOWER D, 15.3 M
 KV5150'(50.2 FT) NORTHEAST OF THE SOUTHEAST FOOTING PAD FOR TOWER D. THE
 KV5150'STATION IS FLUSH WITH THE GROUND. THE TOWER D STRUCTURE HAS BEEN
 KV5150'DISMANTLED.  TO REACH THE VISITORS MAIN GATE FROM THE JUNCTION OF
 KV5150'TAFT AVENUE AND MONMOUTH BOULEVARD, CONTINUE NORTHEAST ON MONMOUTH
 KV5150'BOULEVARD, PASSING GATE NUMBER 3 ON THE RIGHT AND THE FENCED SECURITY
 KV5150'AREA, TO THE TEE JUNCTION WITH MARCONI ROAD, TURN RIGHT AND GO
 KV5150'SOUTHEAST TO THE MAIN GATE AREA ON THE RIGHT.  THE PROVOST MARSHALLS
 KV5150'ARE CHIEF WELSH AND CHIEF GORDON, PHONE 908 532 3882. AT LEAST TWO
 KV5150'DAYS PRIOR NOTICE TO OCCUPATION MUST BE MADE THROUGH GEORGE
 KV5150'FITZMAIER, PHONE 908 532 1474.
 KV5150
 KV5150                          STATION RECOVERY (1993)
 KV5150
 KV5150'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 KV5150'RECOVERED IN GOOD CONDITION.
 KV5150
 KV5150                          STATION RECOVERY (1994)
 KV5150
 KV5150'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 KV5150'THE STATION IS LOCATED IN WALL TOWNSHIP, ON THE GROUNDS OF THE EVANS
 KV5150'AREA OF FORT MONMOUTH, U.S. GOVERNMENT PROPERTY.  TO GAIN PERMISSION
 KV5150'TO OCCUPY THE STATION WRITTEN AUTHORIZATION MUST BE MADE THROUGH JAMES
 KV5150'OTT, DIVISION OF ENGINEERING AND HOUSING, SELFM-EH, FORT MONMOUTH, NEW
 KV5150'JERSEY, 07703.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE
 KV5150'138 AND NEW BEDFORD ROAD, GO 0.3 MI (0.5 KM) NORTHEAST ON NEW BEDFORD
 KV5150'ROAD TO THE JUNCTION WITH BELMAR BOULEVARD, TURN LEFT AND GO 0.3 MI
 KV5150'(0.5 KM) NORTHWEST TO THE JUNCTION WITH MONMOUTH BOULEVARD, TURN RIGHT
 KV5150'AND GO 0.2 MI (0.3 KM) NORTHEAST TO THE TEE JUNCTION WITH TAFT AVENUE
 KV5150'ON THE LEFT, TURN LEFT AND GO ABOUT 0.1 MI (0.2 KM) NORTHWEST TO THE
 KV5150'STATION ON THE RIGHT, 54.0 M (177.2 FT) NORTHEAST OF THE CENTERLINE OF
 KV5150'TAFT AVENUE, OPPOSITE, IN LINE WITH AND ACROSS THE STREET FROM THE
 KV5150'FRONT DOOR OF HOUSE NUMBER 2915, 1 STORY FRAME.  THE STATION IS 16.5 M
 KV5150'(54.1 FT) NORTHEAST OF U.S. ARMY TOWER D, A HEXAGON DISK, IN THE
 KV5150'CENTER OF FOUR CONCRETE FOOTING PADS IN AN ISOLATED CHERRY AND OAK
 KV5150'TREE CLUSTER, 9.6 M (31.5 FT) NORTHWEST OF THE NORTHWEST EDGE OF
 KV5150'PAVING OF PARKING LOT D, 50.0 M (164.0 FT) EAST OF POLE NUMBER JC 2454
 KV5150'ON THE EAST SIDE OF TAFT AVENUE, 14.5 M (47.6 FT) EAST NORTHEAST OF
 KV5150'THE NORTHEAST FOOTING FOR TOWER D, 15.3 M (50.2 FT) NORTHEAST OF THE
 KV5150'SOUTHEAST FOOTING PAD FOR TOWER D. THE STATION IS FLUSH WITH THE
 KV5150'GROUND. THE TOWER D STRUCTURE HAS BEEN DISMANTLED.  TO REACH THE
 KV5150'VISITORS MAIN GATE FROM THE JUNCTION OF TAFT AVENUE AND MONMOUTH
 KV5150'BOULEVARD, CONTINUE NORTHEAST ON MONMOUTH BOULEVARD, PASSING GATE
 KV5150'NUMBER 3 ON THE RIGHT AND THE FENCED SECURITY AREA, TO THE TEE
 KV5150'JUNCTION WITH MARCONI ROAD, TURN RIGHT AND GO SOUTHEAST TO THE MAIN
 KV5150'GATE AREA ON THE RIGHT.  THE PROVOST MARSHALLS ARE CHIEF WELSH AND
 KV5150'CHIEF GORDON, PHONE 908 532 3882. AT LEAST TWO DAYS PRIOR NOTICE TO
 KV5150'OCCUPATION MUST BE MADE THROUGH GEORGE FITZMAIER, PHONE 908 532 1474.
 KV5150
 KV5150                          STATION RECOVERY (2002)
 KV5150
 KV5150'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV5150'RECOVERED WITH THE FOLLOWING CHANGE.  PERMISSION IS NO LONGER NEEDED
 KV5150'TO OCCUPY THIS
 KV5150'STATION.
 KV5150'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5147 ***********************************************************************
 KV5147  DESIGNATION -  EVANS MAST MARK USSC 1944
 KV5147  PID         -  KV5147
 KV5147  STATE/COUNTY-  NJ/MONMOUTH
 KV5147  USGS QUAD   -  ASBURY PARK (1989)
 KV5147
 KV5147                         *CURRENT SURVEY CONTROL
 KV5147  ___________________________________________________________________
 KV5147* NAD 83(1996)-  40 11 17.73535(N)    074 03 56.64597(W)     ADJUSTED  
 KV5147* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 KV5147  ___________________________________________________________________
 KV5147  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 KV5147  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV5147
 KV5147  HORZ ORDER  -  SECOND
 KV5147
 KV5147.The horizontal coordinates were established by classical geodetic methods
 KV5147.and adjusted by the National Geodetic Survey in September 1999..
 KV5147
 KV5147.The orthometric height was scaled from a topographic map.
 KV5147
 KV5147.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5147
 KV5147.The geoid height was determined by GEOID03.
 KV5147
 KV5147;                    North         East     Units Scale Factor Converg.
 KV5147;SPC NJ       -   150,506.448   186,977.886   MT  0.99991683   +0 16 48.8
 KV5147;SPC NJ       -   493,786.57    613,443.28   sFT  0.99991683   +0 16 48.8
 KV5147;UTM  18      - 4,449,070.995   579,529.739   MT  0.99967786   +0 36 10.5
 KV5147
 KV5147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5147!SPC NJ       -   1.00000191  x   0.99991683  =   0.99991874
 KV5147!UTM  18      -   1.00000191  x   0.99967786  =   0.99967977
 KV5147
 KV5147                          SUPERSEDED SURVEY CONTROL
 KV5147
 KV5147  NAD 83(1986)-  40 11 17.73524(N)    074 03 56.63996(W) AD(       ) 2
 KV5147  NAD 27      -  40 11 17.32700(N)    074 03 58.14000(W) AD(       ) 2
 KV5147
 KV5147.Superseded values are not recommended for survey control.
 KV5147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5147.See file dsdata.txt to determine how the superseded data were derived.
 KV5147
 KV5147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7953049071(NAD 83)
 KV5147_MARKER: DD = SURVEY DISK
 KV5147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5147_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5147+STABILITY: SURFACE MOTION
 KV5147
 KV5147  HISTORY     - Date     Condition        Report By
 KV5147  HISTORY     - 1944     MONUMENTED       CGS
 KV5147  HISTORY     - 1960     MARK NOT FOUND   CGS
 KV5147
 KV5147                          STATION DESCRIPTION
 KV5147
 KV5147'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (LGS)
 KV5147'STATION TOWER E ECC IS LOCATED ABOUT 2 MILES WNW OF THE BELMAR POST
 KV5147'OFFICE IN AREA E OF THE EVANS SIGNAL LABORATORY WHICH IS IN THE NW
 KV5147'SECTION OF THE CAMP.  IT IS 176 FEET S OF THE APPROXIMATE
 KV5147'CENTER LINE OF AN E-W MACADAM ROAD, 26 FEET W OF A N-S HEDGEROW,
 KV5147'AND 42.74 FEET W OF THE MARK THAT IS BENEATH THE WOODEN
 KV5147'STRUCTURE KNOWN AS TOWER E.  THE MARK IS STAMPED TOWER E ECC
 KV5147'1944 AND PROJECTS ABOUT 2 INCHES.
 KV5147'
 KV5147'EVANS MAST MARK IS S OF STATION TOWER E ECC, 26 FEET W OF A N-S
 KV5147'HEDGEROW, AND W OF THE BASE OF EVANS MAST.  IT IS A BRONZE
 KV5147'HEXAGON-SHAPED DISK SET IN THE TOP OF A 4- BY 4-INCH CONCRETE
 KV5147'POST FLUSH WITH THE GROUND.  THE POINT OBSERVED WAS A SMALL
 KV5147'INDENTATION ON THE DISK.  THERE IS NO STAMPING ON THE DISK.
 KV5147
 KV5147                          STATION RECOVERY (1960)
 KV5147
 KV5147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RCY)
 KV5147'THE MARK COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5146 ***********************************************************************
 KV5146  DESIGNATION -  EVANS SIGNAL LAB RADIO MAST
 KV5146  PID         -  KV5146
 KV5146  STATE/COUNTY-  NJ/MONMOUTH
 KV5146  USGS QUAD   -  ASBURY PARK (1989)
 KV5146
 KV5146                         *CURRENT SURVEY CONTROL
 KV5146  ___________________________________________________________________
 KV5146* NAD 83(1996)-  40 11 21.59785(N)    074 03 59.54298(W)     ADJUSTED  
 KV5146* NAVD 88     -                                                        
 KV5146  ___________________________________________________________________
 KV5146  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 KV5146  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV5146
 KV5146  HORZ ORDER  -  THIRD
 KV5146
 KV5146.The horizontal coordinates were established by classical geodetic methods
 KV5146.and adjusted by the National Geodetic Survey in September 1999..
 KV5146
 KV5146
 KV5146.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5146
 KV5146.The geoid height was determined by GEOID03.
 KV5146
 KV5146;                    North         East     Units Scale Factor Converg.
 KV5146;SPC NJ       -   150,625.237   186,908.781   MT  0.99991676   +0 16 47.0
 KV5146;SPC NJ       -   494,176.30    613,216.56   sFT  0.99991676   +0 16 47.0
 KV5146;UTM  18      - 4,449,189.364   579,459.983   MT  0.99967772   +0 36 08.7
 KV5146
 KV5146                          SUPERSEDED SURVEY CONTROL
 KV5146
 KV5146  NAD 83(1986)-  40 11 21.59543(N)    074 03 59.53929(W) AD(       ) 4
 KV5146  NAD 27      -  40 11 21.18700(N)    074 04 01.04000(W) AD(       ) 3
 KV5146
 KV5146.Superseded values are not recommended for survey control.
 KV5146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5146.See file dsdata.txt to determine how the superseded data were derived.
 KV5146
 KV5146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7946049189(NAD 83)
 KV5146_MARKER: 42 = RADIO/TV MAST
 KV5146
 KV5146  HISTORY     - Date     Condition        Report By
 KV5146  HISTORY     - 1962     FIRST OBSERVED   CGS
 KV5146
 KV5146                          STATION DESCRIPTION
 KV5146
 KV5146'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV5146'THE STATION IS THE CENTER OF THE TOP OF A STEEL RADIO MAST
 KV5146'BELONGING TO THE EVANS SIGNAL LABORATORY, UNITED STATES ARMY.  THE
 KV5146'MAST IS PAINTED INTERNATIONAL RED AND WHITE AND HAS A RED LIGHT
 KV5146'AT THE TOP.  THE OVERALL HEIGHT IS ABOUT 300 FEET.  IT IS THE
 KV5146'TALLEST OF 4 SUCH TOWERS IN LINE.
 KV5146'
 KV5146'THE STATION IS LOCATED ON U.S. ARMY PROPERTY, IN THE SECTION
 KV5146'KNOWN AS AREA F ON THE NORTH SIDE OF THE EVANS SIGNAL LABORATORY,
 KV5146'WALL TOWNSHIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6645 ***********************************************************************
 KV6645  DESIGNATION -  EWING
 KV6645  PID         -  KV6645
 KV6645  STATE/COUNTY-  NJ/MERCER
 KV6645  USGS QUAD   -  TRENTON WEST (1995)
 KV6645
 KV6645                         *CURRENT SURVEY CONTROL
 KV6645  ___________________________________________________________________
 KV6645* NAD 83(1996)-  40 14 40.51185(N)    074 46 00.30825(W)     ADJUSTED  
 KV6645* NAVD 88     -        22.135  (meters)      72.62   (feet)  ADJUSTED  
 KV6645  ___________________________________________________________________
 KV6645  X           -   1,280,953.929 (meters)                     COMP
 KV6645  Y           -  -4,703,903.827 (meters)                     COMP
 KV6645  Z           -   4,098,745.448 (meters)                     COMP
 KV6645  LAPLACE CORR-           4.83  (seconds)                    DEFLEC99
 KV6645  ELLIP HEIGHT-         -11.08  (meters)          (10/23/02) GPS OBS
 KV6645  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KV6645  DYNAMIC HT  -          22.125 (meters)      72.59  (feet)  COMP
 KV6645  MODELED GRAV-     980,172.0   (mgal)                       NAVD 88
 KV6645
 KV6645  HORZ ORDER  -  FIRST
 KV6645  VERT ORDER  -  FIRST     CLASS II
 KV6645  ELLP ORDER  -  FOURTH    CLASS I
 KV6645
 KV6645.The horizontal coordinates were established by GPS observations
 KV6645.and adjusted by the National Geodetic Survey in May 1999..
 KV6645
 KV6645.The orthometric height was determined by differential leveling
 KV6645.and adjusted by the National Geodetic Survey in January 1994..
 KV6645
 KV6645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6645
 KV6645.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6645
 KV6645.The ellipsoidal height was determined by GPS observations
 KV6645.and is referenced to NAD 83.
 KV6645
 KV6645.The geoid height was determined by GEOID03.
 KV6645
 KV6645.The dynamic height is computed by dividing the NAVD 88
 KV6645.geopotential number by the normal gravity value computed on the
 KV6645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6645.degrees latitude (g = 980.6199 gals.).
 KV6645
 KV6645.The modeled gravity was interpolated from observed gravity values.
 KV6645
 KV6645;                    North         East     Units Scale Factor Converg.
 KV6645;SPC NJ       -   156,703.985   127,304.730   MT  0.99990634   -0 10 20.4
 KV6645;SPC NJ       -   514,119.66    417,665.60   sFT  0.99990634   -0 10 20.4
 KV6645;SPC PA S     -   105,467.570   853,782.859   MT  0.99996594   +1 56 07.8
 KV6645;SPC PA S     -   346,021.52  2,801,119.26   sFT  0.99996594   +1 56 07.8
 KV6645;UTM  18      - 4,454,930.605   519,838.745   MT  0.99960484   +0 09 02.5
 KV6645
 KV6645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6645!SPC NJ       -   1.00000174  x   0.99990634  =   0.99990808
 KV6645!SPC PA S     -   1.00000174  x   0.99996594  =   0.99996768
 KV6645!UTM  18      -   1.00000174  x   0.99960484  =   0.99960658
 KV6645
 KV6645                          SUPERSEDED SURVEY CONTROL
 KV6645
 KV6645  ELLIP H (05/14/99)  -11.07   (m)                       GP(       ) 4 1
 KV6645  NAD 83(1986)-  40 14 40.51127(N)    074 46 00.31077(W) AD(       ) 1
 KV6645  NGVD 29 (01/10/92)   22.446  (m)           73.64   (f) ADJUSTED    1 2
 KV6645
 KV6645.Superseded values are not recommended for survey control.
 KV6645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6645.See file dsdata.txt to determine how the superseded data were derived.
 KV6645
 KV6645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1983954931(NAD 83)
 KV6645_MARKER: DD = SURVEY DISK
 KV6645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6645_SP_SET: CONCRETE POST
 KV6645_STAMPING: EWING
 KV6645_MARK LOGO: HRR   
 KV6645_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6645+STABILITY: SURFACE MOTION
 KV6645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6645+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2003
 KV6645
 KV6645  HISTORY     - Date     Condition        Report By
 KV6645  HISTORY     - 1990     MONUMENTED       PSEG
 KV6645  HISTORY     - 19900330 GOOD             NJGS
 KV6645  HISTORY     - 19910313 GOOD             NJGS
 KV6645  HISTORY     - 20010815 GOOD             TWT
 KV6645  HISTORY     - 20030212 GOOD             AASCO
 KV6645
 KV6645                          STATION DESCRIPTION
 KV6645
 KV6645'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6645'THE STATION IS LOCATED IN EWING TOWNSHIP IN THE FRONT LAWN OF THE
 KV6645'PUBLIC SERVICE ELECTRIC AND GAS COMPANY EWING SUBSTATION, ON THE
 KV6645'NORTHWEST SIDE OF PROSPECT STREET.  TO REACH THE STATION FROM THE
 KV6645'JUNCTION OF NORTH OLDEN AVENUE, COUNTY ROAD 622, AND PROSPECT STREET
 KV6645'IN EWING TOWNSHIP, GO 0.23 KM (0.15 MI) SOUTHWEST ON PROSPECT STREET
 KV6645'TO THE SUBSTATION AND THE STATION ON THE RIGHT.  THE STATION IS 11.7
 KV6645'M (38.4 FT) NORTHWEST OF THE PROSPECT STREET CENTERLINE, 5.8 M
 KV6645'(19.0 FT) NORTHWEST OF THE PROSPECT STREET WEST CURBLINE, 20.8 M
 KV6645'(68.2 FT) SOUTHWEST OF THE SUBSTATION DRIVEWAY CENTERLINE AND 6.95 M
 KV6645'(22.80 FT) WEST OF POLE S 66384.  THE STATION IS FLUSH WITH THE
 KV6645'GROUND.  THE DISK TYPE IS RAILROAD BASELINE.
 KV6645
 KV6645                          STATION RECOVERY (1991)
 KV6645
 KV6645'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV6645'THE STATION IS LOCATED IN EWING TOWNSHIP, IN THE FRONT LAWN OF THE
 KV6645'PUBLIC SERVICE ELECTRIC AND GAS COMPANY EWING SUBSTATION, ON THE
 KV6645'NORTHWEST SIDE OF PROSPECT STREET.  TO REACH THE STATION FROM THE
 KV6645'JUNCTION OF NORTH OLDEN AVENUE, COUNTY ROAD 622, AND PROSPECT STREET
 KV6645'IN EWING TOWNSHIP, GO 0.2 KM (0.1 MI) SOUTHWEST ON PROSPECT STREET TO
 KV6645'THE STATION ON THE RIGHT.  THE STATION IS 11.7 M (38.4 FT) NORTHWEST
 KV6645'OF THE CENTERLINE OF PROSPECT STREET, 5.8 M (19.0 FT) NORTHWEST OF
 KV6645'THE WEST CURBLINE OF PROSPECT STREET, 20.8 M (68.2 FT) SOUTHWEST OF
 KV6645'THE CENTERLINE OF THE DRIVE LEADING INTO THE SUBSTATION, 6.95 M
 KV6645'(22.80 FT) WEST OF POLE NUMBER S66384 AND IS FLUSH WITH THE GROUND.
 KV6645
 KV6645                          STATION RECOVERY (2001)
 KV6645
 KV6645'RECOVERY NOTE BY TWT CONS ENG 2001 (DJR)
 KV6645'RECOVERED IN GOOD CONDITION.
 KV6645
 KV6645                          STATION RECOVERY (2003)
 KV6645
 KV6645'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2003 (GLB)
 KV6645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5778 ***********************************************************************
 KV5778  DESIGNATION -  EWING PRESBYTERIAN CH SPIRE
 KV5778  PID         -  KV5778
 KV5778  STATE/COUNTY-  NJ/MERCER
 KV5778  USGS QUAD   -  PENNINGTON (1995)
 KV5778
 KV5778                         *CURRENT SURVEY CONTROL
 KV5778  ___________________________________________________________________
 KV5778* NAD 83(1996)-  40 16 14.42038(N)    074 48 01.27770(W)     ADJUSTED  
 KV5778* NAVD 88     -                                                        
 KV5778  ___________________________________________________________________
 KV5778  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 KV5778  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KV5778
 KV5778  HORZ ORDER  -  THIRD
 KV5778
 KV5778.The horizontal coordinates were established by classical geodetic methods
 KV5778.and adjusted by the National Geodetic Survey in September 1999..
 KV5778
 KV5778
 KV5778.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5778
 KV5778.The geoid height was determined by GEOID03.
 KV5778
 KV5778;                    North         East     Units Scale Factor Converg.
 KV5778;SPC NJ       -   159,609.389   124,455.628   MT  0.99990803   -0 11 38.9
 KV5778;SPC NJ       -   523,651.80    408,318.17   sFT  0.99990803   -0 11 38.9
 KV5778;SPC PA S     -   108,266.378   850,828.651   MT  0.99996441   +1 54 49.4
 KV5778;SPC PA S     -   355,203.94  2,791,427.00   sFT  0.99996441   +1 54 49.4
 KV5778;UTM  18      - 4,457,819.020   516,974.172   MT  0.99960355   +0 07 44.6
 KV5778
 KV5778                          SUPERSEDED SURVEY CONTROL
 KV5778
 KV5778  NAD 83(1986)-  40 16 14.41761(N)    074 48 01.28002(W) AD(       ) 4
 KV5778  NAD 27      -  40 16 14.02900(N)    074 48 02.69600(W) AD(       ) 3
 KV5778
 KV5778.Superseded values are not recommended for survey control.
 KV5778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5778.See file dsdata.txt to determine how the superseded data were derived.
 KV5778
 KV5778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1697457819(NAD 83)
 KV5778_MARKER: 90 = CHURCH SPIRE
 KV5778
 KV5778  HISTORY     - Date     Condition        Report By
 KV5778  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5778  HISTORY     - 1977     GOOD             NGS
 KV5778
 KV5778                          STATION DESCRIPTION
 KV5778
 KV5778'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5778'AT OLD EWING CEMETERY (ESTABLISHED 1916), ON W SIDE OF MACADAM
 KV5778'ROAD.  TOWER OVER ENTRANCE, MOUNTED BY OCTAGONAL STATE-COVERED
 KV5778'STEEP SPIRE.  FANCY WROUGHT IRON WEATHER VANE ON TOP.  VANE ABOUT
 KV5778'100 FEET FROM STREET LEVEL.
 KV5778'
 KV5778'HIGH TREES ALL AROUND CHURCH.
 KV5778'
 KV5778'ONE MILE W OF EWINGVILLE.
 KV5778
 KV5778                          STATION RECOVERY (1977)
 KV5778
 KV5778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WTM)
 KV5778'STATION RECOVERED AS DESCRIBED
 KV5778'
 KV5778'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5778'IN EWING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ8908 ***********************************************************************
 AJ8908  SACS        -  This is a Secondary Airport Control Station.
 AJ8908  DESIGNATION -  EWR E
 AJ8908  PID         -  AJ8908
 AJ8908  STATE/COUNTY-  NJ/ESSEX
 AJ8908  USGS QUAD   -  ELIZABETH (1995)
 AJ8908
 AJ8908                         *CURRENT SURVEY CONTROL
 AJ8908  ___________________________________________________________________
 AJ8908* NAD 83(1996)-  40 42 16.04898(N)    074 09 34.86438(W)     ADJUSTED  
 AJ8908* NAVD 88     -         2.50   (meters)       8.2    (feet)  GPS OBS   
 AJ8908  ___________________________________________________________________
 AJ8908  X           -   1,321,668.871 (meters)                     COMP
 AJ8908  Y           -  -4,658,165.789 (meters)                     COMP
 AJ8908  Z           -   4,137,578.591 (meters)                     COMP
 AJ8908  LAPLACE CORR-           5.94  (seconds)                    DEFLEC99
 AJ8908  ELLIP HEIGHT-         -29.80  (meters)          (04/03/03) GPS OBS
 AJ8908  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 AJ8908
 AJ8908  HORZ ORDER  -  FIRST
 AJ8908  ELLP ORDER  -  SECOND    CLASS II
 AJ8908
 AJ8908.This mark is at Newark Airport (EWR)
 AJ8908
 AJ8908.The horizontal coordinates were established by GPS observations
 AJ8908.and adjusted by the National Geodetic Survey in April 2002..
 AJ8908
 AJ8908.The orthometric height was determined by GPS observations and a
 AJ8908.high-resolution geoid model.
 AJ8908
 AJ8908.GPS derived orthometric heights for airport stations designated as
 AJ8908.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8908.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8908.not indicate centimeter accuracy relative to other marks which are
 AJ8908.part of the NAVD 88 network.
 AJ8908
 AJ8908.Photographs are available for this station.
 AJ8908
 AJ8908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8908
 AJ8908.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8908
 AJ8908.The ellipsoidal height was determined by GPS observations
 AJ8908.and is referenced to NAD 83.
 AJ8908
 AJ8908.The geoid height was determined by GEOID03.
 AJ8908
 AJ8908;                    North         East     Units Scale Factor Converg.
 AJ8908;SPC NJ       -   207,786.299   178,757.165   MT  0.99991018   +0 13 19.0
 AJ8908;SPC NJ       -   681,712.22    586,472.47   sFT  0.99991018   +0 13 19.0
 AJ8908;UTM  18      - 4,506,289.443   570,986.932   MT  0.99966202   +0 32 52.9
 AJ8908
 AJ8908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8908!SPC NJ       -   1.00000467  x   0.99991018  =   0.99991485
 AJ8908!UTM  18      -   1.00000467  x   0.99966202  =   0.99966669
 AJ8908
 AJ8908                          SUPERSEDED SURVEY CONTROL
 AJ8908
 AJ8908.No superseded survey control is available for this station.
 AJ8908
 AJ8908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7098706289(NAD 83)
 AJ8908_MARKER: I = METAL ROD
 AJ8908_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8908_STAMPING: EWR E 2001
 AJ8908_MARK LOGO: NGS   
 AJ8908_PROJECTION: FLUSH
 AJ8908_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8908+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 AJ8908_ROD/PIPE-DEPTH: 13.8 meters
 AJ8908_SLEEVE-DEPTH  : 0.9 meters
 AJ8908
 AJ8908  HISTORY     - Date     Condition        Report By
 AJ8908  HISTORY     - 2001     MONUMENTED       NGS
 AJ8908  HISTORY     - 20011027 GOOD             NGS
 AJ8908  HISTORY     - 20040726 GOOD             NGS
 AJ8908
 AJ8908                          STATION DESCRIPTION
 AJ8908
 AJ8908'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 AJ8908'THE STATION IS LOCATED IN NEWARK AT THE NEWARK INTERNATIONAL
 AJ8908'AIRPORT.  NEAR THE NORTHEAST PART OF THE AIRPORT IN A
 AJ8908'GRAVEL/GRASS AREA BETWEEN RUNWAYS 22L AND 22R.  ON AN EXTENDED
 AJ8908'LINE EAST OF THE NORTH ROW OF POSTS OF THE LOCALIZER FOR RUNWAY
 AJ8908'22R.  IN LINE WITH THE NORTH FACE OF THE NORTH 1 OF 2 ELECTRICAL
 AJ8908'CONTROL SHACKS.
 AJ8908' 
 AJ8908'OWNERSHIP--THE PORT AUTHORITY OF NEW YORK AND NEW JERSEY,
 AJ8908'NEWARK INTERNATIONAL AIRPORT, BUILDING 10 NEWARK, NJ.  07114
 AJ8908'AIRPORT DUTY MANAGER IS DANIEL HARVEY, ASSISTANT DUTY MANAGER IS
 AJ8908'FRED VISAGGIO, PHONE 973-961-6025  OR FAX 973-961-6611
 AJ8908' 
 AJ8908'--NOTE-- 1 WEEK ADVANCE NOTICE AND A VALID DRIVERS LICENSE IS
 AJ8908'REQUIRED, ESCORT REQUIRED.
 AJ8908' 
 AJ8908'TO REACH THE STATION FROM THE JUNCTION OF  STATE HIGHWAYS 22 AND
 AJ8908'1-9 NEAR THE NORTHEAST PART OF THE AIRPORT, GO EAST FOR 1.8 KM ON
 AJ8908'HIGHWAY 1-9 TO AN ENTRANCE TO THE AIRPORT ACCESS ROAD ALSO
 AJ8908'LEADING EAST.  TURN AND GO EAST FOR 0.8 KM ON THE NORTH ACCESS TO
 AJ8908'AIRPORT PARKING LOTS G AND H.  FOLLOW THE ROAD PAST LOT G TO A
 AJ8908'SHARP CURVE RIGHT.  BEAR RIGHT, SOUTH FOR 0.2 KM TO GUARD POST H
 AJ8908'ON THE RIGHT.  TURN RIGHT, WESTERLY FOR 0.4 KM PASSING THROUGH
 AJ8908'THE GATE AND ALONG A PAVED INSIDE PERIMETER ROAD TO THE STATION
 AJ8908'ON THE LEFT.
 AJ8908' 
 AJ8908'--NOTE-- THE DATUM POINT IS A PUNCH MARK IN THE TOP CENTER OF A
 AJ8908'STAINLESS STEEL ROD RECESSED 10 CM BELOW THE GROUND SURFACE
 AJ8908'AND DRIVEN TO REFUSAL AT A DEPTH OF 13.8 M, IN A GREASE FILLED
 AJ8908'SLEEVE 0.9 M LONG, ENCASED IN A 5 INCH PVC PIPE WITH NGS LOGO CAP
 AJ8908'AND SURROUNDED BY CONCRETE FLUSH WITH THE GROUND SURFACE.
 AJ8908' 
 AJ8908'STATION IS 90.4 M EAST OF THE NORTHEAST CORNER OF THE LOCALIZER
 AJ8908'BAR FOR RUNWAY 22R, 59.5 M NORTH OF THE NORTHEAST CORNER OF THE
 AJ8908'NORTH 1 OF 2 STORM GRATES, 38.0 M SOUTH OF THE PERIMETER ROAD
 AJ8908'CENTER, 30.7 M WEST OF THE NORTHWEST CORNER OF THE NORTH 1 OF 2
 AJ8908'ELECTRICAL SHACKS, 17.6 M NORTHWEST OF THE NORTHEAST END OF A
 AJ8908'GRAVEL FILLED DRAINAGE WAY, AND ABOUT 0.3 M BELOW THE ROAD LEVEL.
 AJ8908' 
 AJ8908'--NOTE-- THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 AJ8908' 
 AJ8908' 
 AJ8908' 
 AJ8908'
 AJ8908
 AJ8908                          STATION RECOVERY (2004)
 AJ8908
 AJ8908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (SML)
 AJ8908'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ8907 ***********************************************************************
 AJ8907  PACS        -  This is a Primary Airport Control Station.
 AJ8907  DESIGNATION -  EWR F
 AJ8907  PID         -  AJ8907
 AJ8907  STATE/COUNTY-  NJ/ESSEX
 AJ8907  USGS QUAD   -  ELIZABETH (1995)
 AJ8907
 AJ8907                         *CURRENT SURVEY CONTROL
 AJ8907  ___________________________________________________________________
 AJ8907* NAD 83(1996)-  40 41 25.97612(N)    074 09 52.39282(W)     ADJUSTED  
 AJ8907* NAVD 88     -         1.79   (meters)       5.9    (feet)  GPS OBS   
 AJ8907  ___________________________________________________________________
 AJ8907  X           -   1,321,547.695 (meters)                     COMP
 AJ8907  Y           -  -4,659,246.504 (meters)                     COMP
 AJ8907  Z           -   4,136,407.082 (meters)                     COMP
 AJ8907  LAPLACE CORR-           5.94  (seconds)                    DEFLEC99
 AJ8907  ELLIP HEIGHT-         -30.52  (meters)          (01/21/03) GPS OBS
 AJ8907  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 AJ8907
 AJ8907  HORZ ORDER  -  B
 AJ8907  ELLP ORDER  -  SECOND    CLASS I
 AJ8907
 AJ8907.This mark is at Newark Airport (EWR)
 AJ8907
 AJ8907.The horizontal coordinates were established by GPS observations
 AJ8907.and adjusted by the National Geodetic Survey in April 2002..
 AJ8907
 AJ8907.The orthometric height was determined by GPS observations and a
 AJ8907.high-resolution geoid model.
 AJ8907
 AJ8907.GPS derived orthometric heights for airport stations designated as
 AJ8907.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8907.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8907.not indicate centimeter accuracy relative to other marks which are
 AJ8907.part of the NAVD 88 network.
 AJ8907
 AJ8907.Photographs are available for this station.
 AJ8907
 AJ8907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8907
 AJ8907.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8907
 AJ8907.The ellipsoidal height was determined by GPS observations
 AJ8907.and is referenced to NAD 83.
 AJ8907
 AJ8907.The geoid height was determined by GEOID03.
 AJ8907
 AJ8907;                    North         East     Units Scale Factor Converg.
 AJ8907;SPC NJ       -   206,240.285   178,351.622   MT  0.99990989   +0 13 07.3
 AJ8907;SPC NJ       -   676,640.00    585,141.95   sFT  0.99990989   +0 13 07.3
 AJ8907;UTM  18      - 4,504,741.531   570,590.291   MT  0.99966133   +0 32 41.0
 AJ8907
 AJ8907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8907!SPC NJ       -   1.00000479  x   0.99990989  =   0.99991468
 AJ8907!UTM  18      -   1.00000479  x   0.99966133  =   0.99966612
 AJ8907
 AJ8907                          SUPERSEDED SURVEY CONTROL
 AJ8907
 AJ8907.No superseded survey control is available for this station.
 AJ8907
 AJ8907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7059004742(NAD 83)
 AJ8907_MARKER: DV = VERTICAL CONTROL DISK
 AJ8907_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AJ8907_SP_SET: CONCREATE BALKHEAD
 AJ8907_STAMPING: EWR F 2001
 AJ8907_MARK LOGO: NGS   
 AJ8907_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8907+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 AJ8907
 AJ8907  HISTORY     - Date     Condition        Report By
 AJ8907  HISTORY     - 2001     MONUMENTED       NGS
 AJ8907  HISTORY     - 20011027 GOOD             NGS
 AJ8907  HISTORY     - 20040726 GOOD             NGS
 AJ8907
 AJ8907                          STATION DESCRIPTION
 AJ8907
 AJ8907'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 AJ8907'THE STATION IS LOCATED AT THE NEWARK INTERNATIONAL AIRPORT, NEAR
 AJ8907'THE EAST CENTRAL PART OF THE AIRPORT NEAR THE CENTER OF THE
 AJ8907'NORTH EDGE OF THE ABUTMENT OF A LARGE BOX CULVERT.
 AJ8907' 
 AJ8907'OWNERSHIP--THE PORT AUTHORITY OF NEW YORK AND NEW JERSEY,
 AJ8907'NEWARK INTERNATIONAL AIRPORT, BUILDING 10 NEWARK NJ.  07114
 AJ8907'AIRPORT DUTY MANAGER IS DANIEL HARVEY, ASSISTANT DUTY MANAGER IS
 AJ8907'FRED VISAGGIO,  PHONE 973-961-6025  OR  FAX 973-961-6611
 AJ8907' 
 AJ8907'--NOTE--1 WEEK ADVANCE NOTICE AND A VALID DRIVERS LICENSE ARE
 AJ8907'REQUIRED, ESCORT REQUIRED.
 AJ8907' 
 AJ8907'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 22 AND
 AJ8907'1-9 NEAR THE NORTHWEST PART OF THE AIRPORT, GO EAST FOR 1.8 KM ON
 AJ8907'HIGHWAY 1-9 TO AN ENTRANCE TO THE AIRPORT ACCESS ROAD ALSO
 AJ8907'LEADING EAST.  TURN AND GO EAST FOR 0.8 KM ON THE NORTH ACCESS TO
 AJ8907'AIRPORT PARKING LOTS G AND H.  FOLLOW THE ROAD PAST LOT G TO A
 AJ8907'SHARP CURVE RIGHT, BEAR RIGHT, SOUTH FOR 1.0 KM TO GUARD POST I ON
 AJ8907'THE RIGHT.  TURN RIGHT, WEST THROUGH THE GATE THEN GO SOUTH FOR
 AJ8907'0.8 KM ON THE PAVED INSIDE PERIMETER ROAD TO THE STATION ON THE
 AJ8907'RIGHT IN TOP OF AND 0.2 M SOUTH OF A 33 DEGREE CORNER OF THE NORTH
 AJ8907'EDGE OF THE EXPOSED TOP AREA OF A CONCRETE BOX CULVERT UNDER
 AJ8907'THE AIRPORT.
 AJ8907' 
 AJ8907'--NOTE-- THE DISK IS A VERTICAL CONTROL MARK DISK BUT HAS NOT BEEN
 AJ8907'LEVELED TO AT THIS TIME.
 AJ8907' 
 AJ8907'STATION IS 37.0 M NORTH OF THE SOUTH END OF A ROAD GUARD RAIL AND
 AJ8907'ON THE EXTENDED CENTER OF THE ROAD SOUTH, 36.5 M SOUTHWEST OF
 AJ8907'THE NORTH END OF THE ROAD GUARD RAIL, 34.0 M EAST OF THE
 AJ8907'NORTHWEST CORNER OF THE EXPOSED TOP OF THE BOX CULVERT, 33.6 M
 AJ8907'NORTHWEST OF AND LEVEL WITH THE ROAD CENTER.
 AJ8907' 
 AJ8907'--NOTE-- THIS STATION IS THE PRIMARY AIRPORT CONTROL STATION (PACS).
 AJ8907' 
 AJ8907' 
 AJ8907'
 AJ8907
 AJ8907                          STATION RECOVERY (2004)
 AJ8907
 AJ8907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (SML)
 AJ8907'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0742 ***********************************************************************
 KV0742  DESIGNATION -  F 1
 KV0742  PID         -  KV0742
 KV0742  STATE/COUNTY-  NJ/MONMOUTH
 KV0742  USGS QUAD   -  KEYPORT (1977)
 KV0742
 KV0742                         *CURRENT SURVEY CONTROL
 KV0742  ___________________________________________________________________
 KV0742* NAD 83(1986)-  40 26 37.     (N)    074 09 09.     (W)     SCALED    
 KV0742* NAVD 88     -         3.762  (meters)      12.34   (feet)  ADJUSTED  
 KV0742  ___________________________________________________________________
 KV0742  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV0742  DYNAMIC HT  -           3.761 (meters)      12.34  (feet)  COMP
 KV0742  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 KV0742
 KV0742  VERT ORDER  -  FIRST     CLASS II
 KV0742
 KV0742.The horizontal coordinates were scaled from a topographic map and have
 KV0742.an estimated accuracy of +/- 6 seconds.
 KV0742
 KV0742.The orthometric height was determined by differential leveling
 KV0742.and adjusted by the National Geodetic Survey in June 1991..
 KV0742
 KV0742.The geoid height was determined by GEOID03.
 KV0742
 KV0742.The dynamic height is computed by dividing the NAVD 88
 KV0742.geopotential number by the normal gravity value computed on the
 KV0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0742.degrees latitude (g = 980.6199 gals.).
 KV0742
 KV0742.The modeled gravity was interpolated from observed gravity values.
 KV0742
 KV0742;                    North         East    Units  Estimated Accuracy
 KV0742;SPC NJ       -   178,830.      179,480.      MT  (+/- 180 meters Scaled)
 KV0742
 KV0742                          SUPERSEDED SURVEY CONTROL
 KV0742
 KV0742  NGVD 29 (04/16/92)    4.037  (m)           13.24   (f) ADJUSTED    1 2
 KV0742
 KV0742.Superseded values are not recommended for survey control.
 KV0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0742.See file dsdata.txt to determine how the superseded data were derived.
 KV0742
 KV0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK718773(NAD 83)
 KV0742_MARKER: DB = BENCH MARK DISK
 KV0742_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0742_SP_SET: BRIDGE ABUTMENT
 KV0742_STAMPING: F 1 13.576
 KV0742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0742
 KV0742  HISTORY     - Date     Condition        Report By
 KV0742  HISTORY     - UNK      MONUMENTED       CGS
 KV0742  HISTORY     - 1952     POOR             CGS
 KV0742  HISTORY     - 1964     GOOD             CGS
 KV0742  HISTORY     - 1979     MARK NOT FOUND   NGS
 KV0742  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KV0742
 KV0742                          STATION DESCRIPTION
 KV0742
 KV0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0742'1.1 MI W FROM KEANSBURG.
 KV0742'1.1 MILES WEST ALONG CENTRAL RAILROAD OF NEW JERSEY FROM THE
 KV0742'STATION AT KEANSBURG, AT ABANDONED LORILLARD SIDING, 438 FEET
 KV0742'EAST OF A ROAD CROSSING NORTH TO VAN AMERIGEN HAEBLER, INC. IN
 KV0742'THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF A 40-FOOT STONE
 KV0742'MASONERY BRIDGE, 5 FEET NORTH OF NORTH RAIL AND ABOUT 1/2 FOOT
 KV0742'BELOW LEVEL OF TRACK.  NOTE-- THE STONE IN WHICH MARK IS SET
 KV0742'APPEARS TO BE LOOSE FROM REMAINDER OF BRIDGE.  STONE IS STILL
 KV0742'IN PLACE AND MAY HOLD ITS ELEVATION BUT MARK SHOULD BE USED WITH
 KV0742'CAUTION.
 KV0742
 KV0742                          STATION RECOVERY (1964)
 KV0742
 KV0742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0742'RECOVERED IN GOOD CONDITION.
 KV0742
 KV0742                          STATION RECOVERY (1979)
 KV0742
 KV0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0742'ABUTMENT DETERIORATED-UNSTABLE.
 KV0742
 KV0742                          STATION RECOVERY (1986)
 KV0742
 KV0742'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0662 ***********************************************************************
 JU0662  DESIGNATION -  F 10
 JU0662  PID         -  JU0662
 JU0662  STATE/COUNTY-  NJ/GLOUCESTER
 JU0662  USGS QUAD   -  BRIDGEPORT (1995)
 JU0662
 JU0662                         *CURRENT SURVEY CONTROL
 JU0662  ___________________________________________________________________
 JU0662* NAD 83(1986)-  39 47 46.     (N)    075 21 39.     (W)     SCALED    
 JU0662* NAVD 88     -         0.478  (meters)       1.57   (feet)  POSTED    
 JU0662  ___________________________________________________________________
 JU0662  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU0662  DYNAMIC HT  -           0.480 (meters)       1.57  (feet)  COMP
 JU0662  MODELED GRAV-     980,167.5   (mgal)                       NAVD 88
 JU0662
 JU0662  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0662
 JU0662.The horizontal coordinates were scaled from a topographic map and have
 JU0662.an estimated accuracy of +/- 6 seconds.
 JU0662
 JU0662.The orthometric height was determined by differential leveling
 JU0662.and adjusted by the National Geodetic Survey in 1992..
 JU0662.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0662.rate of 0.0 thru 1.0 mm/km.
 JU0662
 JU0662.The geoid height was determined by GEOID03.
 JU0662
 JU0662.The dynamic height is computed by dividing the NAVD 88
 JU0662.geopotential number by the normal gravity value computed on the
 JU0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0662.degrees latitude (g = 980.6199 gals.).
 JU0662
 JU0662.The modeled gravity was interpolated from observed gravity values.
 JU0662
 JU0662;                    North         East    Units  Estimated Accuracy
 JU0662;SPC NJ       -   107,230.       76,280.      MT  (+/- 180 meters Scaled)
 JU0662
 JU0662                          SUPERSEDED SURVEY CONTROL
 JU0662
 JU0662  NGVD 29 (??/??/??)    0.832  (m)            2.73   (f) ADJUSTED    1 2
 JU0662
 JU0662.Superseded values are not recommended for survey control.
 JU0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0662.See file dsdata.txt to determine how the superseded data were derived.
 JU0662
 JU0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK691051(NAD 83)
 JU0662_MARKER: DB = BENCH MARK DISK
 JU0662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0662_SP_SET: CULVERT
 JU0662_STAMPING: 2.730 F 10 1930
 JU0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0662
 JU0662  HISTORY     - Date     Condition        Report By
 JU0662  HISTORY     - 1930     MONUMENTED       CGS
 JU0662  HISTORY     - 1946     GOOD             CGS
 JU0662  HISTORY     - 19950124 MARK NOT FOUND   NJGS
 JU0662
 JU0662                          STATION DESCRIPTION
 JU0662
 JU0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0662'0.5 MI SW FROM BRIDGEPORT.
 JU0662'0.5 MILE SOUTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0662'FROM BRIDGEPORT, GLOUCESTER COUNTY, AT CONCRETE-PIPE CULVERT
 JU0662'21.20, IN THE TOP OF THE NORTH HEADWALL, AND 18.1 FEET NORTH
 JU0662'OF THE NORTH RAIL.  A STANDARD DISK, STAMPED 2.730 F 10 1930.
 JU0662
 JU0662                          STATION RECOVERY (1946)
 JU0662
 JU0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 JU0662'RECOVERED IN GOOD CONDITION.
 JU0662
 JU0662                          STATION RECOVERY (1995)
 JU0662
 JU0662'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0662'THERE APPEARS TO BE NO ACCESS TO THE STATION SITE.  THE STATION WAS
 JU0662'NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2335 ***********************************************************************
 JU2335  DESIGNATION -  F 100
 JU2335  PID         -  JU2335
 JU2335  STATE/COUNTY-  NJ/CAPE MAY
 JU2335  USGS QUAD   -  WOODBINE (1972)
 JU2335
 JU2335                         *CURRENT SURVEY CONTROL
 JU2335  ___________________________________________________________________
 JU2335* NAD 83(1996)-  39 09 03.86537(N)    074 45 46.92899(W)     ADJUSTED  
 JU2335* NAVD 88     -         4.789  (meters)      15.71   (feet)  ADJUSTED  
 JU2335  ___________________________________________________________________
 JU2335  X           -   1,301,635.911 (meters)                     COMP
 JU2335  Y           -  -4,778,629.281 (meters)                     COMP
 JU2335  Z           -   4,005,318.121 (meters)                     COMP
 JU2335  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 JU2335  ELLIP HEIGHT-         -30.19  (meters)          (10/23/02) GPS OBS
 JU2335  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 JU2335  DYNAMIC HT  -           4.787 (meters)      15.71  (feet)  COMP
 JU2335  MODELED GRAV-     980,075.8   (mgal)                       NAVD 88
 JU2335  OBS GRAVITY -     980,075.7   (mgal)                       GRAV_OBS
 JU2335
 JU2335  HORZ ORDER  -  FIRST
 JU2335  VERT ORDER  -  FIRST     CLASS II
 JU2335  ELLP ORDER  -  FOURTH    CLASS I
 JU2335
 JU2335.The horizontal coordinates were established by GPS observations
 JU2335.and adjusted by the National Geodetic Survey in May 1999..
 JU2335
 JU2335.The orthometric height was determined by differential leveling
 JU2335.and adjusted by the National Geodetic Survey in June 1991..
 JU2335
 JU2335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2335
 JU2335.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2335
 JU2335.The ellipsoidal height was determined by GPS observations
 JU2335.and is referenced to NAD 83.
 JU2335
 JU2335.The geoid height was determined by GEOID03.
 JU2335
 JU2335.The dynamic height is computed by dividing the NAVD 88
 JU2335.geopotential number by the normal gravity value computed on the
 JU2335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2335.degrees latitude (g = 980.6199 gals.).
 JU2335
 JU2335.The modeled gravity was interpolated from observed gravity values.
 JU2335.The observed gravity was obtained from relative gravimeter ties
 JU2335.to the IGSN71 gravity network.
 JU2335
 JU2335;                    North         East     Units Scale Factor Converg.
 JU2335;SPC NJ       -    35,303.476   127,264.943   MT  0.99990636   -0 09 57.9
 JU2335;SPC NJ       -   115,824.82    417,535.07   sFT  0.99990636   -0 09 57.9
 JU2335;UTM  18      - 4,333,568.346   520,475.449   MT  0.99960516   +0 08 58.6
 JU2335
 JU2335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2335!SPC NJ       -   1.00000474  x   0.99990636  =   0.99991110
 JU2335!UTM  18      -   1.00000474  x   0.99960516  =   0.99960989
 JU2335
 JU2335                          SUPERSEDED SURVEY CONTROL
 JU2335
 JU2335  ELLIP H (05/14/99)  -30.20   (m)                       GP(       ) 4 1
 JU2335  NAD 83(1992)-  39 09 03.86489(N)    074 45 46.92847(W) AD(       ) 1
 JU2335  ELLIP H (08/04/95)  -30.31   (m)                       GP(       ) 3 1
 JU2335  NAVD 88 (08/04/95)    4.79   (m)           15.7    (f) LEVELING    3  
 JU2335  NGVD 29 (01/10/92)    5.177  (m)           16.98   (f) ADJUSTED    1 2
 JU2335
 JU2335.Superseded values are not recommended for survey control.
 JU2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2335.See file dsdata.txt to determine how the superseded data were derived.
 JU2335
 JU2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2047533568(NAD 83)
 JU2335_MARKER: I = METAL ROD
 JU2335_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2335_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JU2335_STAMPING: F 100 1978
 JU2335_MARK LOGO: NGS   
 JU2335_PROJECTION: FLUSH
 JU2335_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU2335+STABILITY: POSITION/ELEVATION WELL
 JU2335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2335+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1994
 JU2335_ROD/PIPE-DEPTH: 10.7 meters
 JU2335_SLEEVE-DEPTH  : 6.10 meters
 JU2335
 JU2335  HISTORY     - Date     Condition        Report By
 JU2335  HISTORY     - 1978     MONUMENTED       NGS
 JU2335  HISTORY     - 1979     GOOD             NGS
 JU2335  HISTORY     - 19940810 GOOD             NJGS
 JU2335
 JU2335                          STATION DESCRIPTION
 JU2335
 JU2335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 JU2335'IN CLERMONT.
 JU2335'AT CLERMONT, AT THE INTERSECTION OF US HIGHWAY 9 AND STATE HIGHWAY
 JU2335'83, SET IN THE TRAFFIC ISLAND, 34 FEET WEST OF THE CENTER LINE OF US
 JU2335'HIGHWAY 9, 40 FEET NORTH OF THE SOUTH END OF THE ISLAND, 10.5 FEET
 JU2335'SOUTH OF THE FLAGPOLE, 9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JU2335'BASE OF AN AMERICAN LEGION MEMORIAL, THIS BENCH MARK HAS BEEN
 JU2335'DESIGNATED A BASIC NET A LEVEL LINE AND TIDE STATION JUNCTION MARK.
 JU2335
 JU2335                          STATION RECOVERY (1979)
 JU2335
 JU2335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU2335'IN CLERMONT.
 JU2335
 JU2335                          STATION RECOVERY (1994)
 JU2335
 JU2335'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU2335'THE STATION IS LOCATED IN DENNIS TOWNSHIP AT THE INTERSECTION OF U.S.
 JU2335'HIGHWAY 9 AND STATE ROUTE 83.  THE STATION IS 34 FT (10.4 M) WEST FROM
 JU2335'THE CENTERLINE OF U.S. HIGHWAY 9, 40 FT (12.2 M) NORTH FROM THE SOUTH
 JU2335'END OF THE ISLAND, 10.5 FT (3.2 M) SOUTH FROM A FLAGPOLE AND 9.0 FT
 JU2335'(2.7 M) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE BASE OF AN AMERICAN
 JU2335'LEGION MEMORIAL.  THE STATION IS A NINE SIXTEENTHS INCH DIAMETER
 JU2335'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 10.2 M (33.5 FT) AND IS
 JU2335'RECESSED ABOUT 5 CM BELOW THE GROUND.  THE LOGO FLANGE WITH ACCESS
 JU2335'COVER IS STAMPED F 100 1978 AND IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3412 ***********************************************************************
 KV3412  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3412  DESIGNATION -  F 101
 KV3412  PID         -  KV3412
 KV3412  STATE/COUNTY-  NJ/ESSEX
 KV3412  USGS QUAD   -  ORANGE (1981)
 KV3412
 KV3412                         *CURRENT SURVEY CONTROL
 KV3412  ___________________________________________________________________
 KV3412* NAD 83(1986)-  40 47 12.     (N)    074 08 53.     (W)     SCALED    
 KV3412* NAVD 88     -         4.938  (meters)      16.20   (feet)  ADJUSTED  
 KV3412  ___________________________________________________________________
 KV3412  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KV3412  DYNAMIC HT  -           4.936 (meters)      16.19  (feet)  COMP
 KV3412  MODELED GRAV-     980,221.4   (mgal)                       NAVD 88
 KV3412
 KV3412  VERT ORDER  -  FIRST     CLASS II
 KV3412
 KV3412.The horizontal coordinates were scaled from a topographic map and have
 KV3412.an estimated accuracy of +/- 6 seconds.
 KV3412
 KV3412.The orthometric height was determined by differential leveling
 KV3412.and adjusted by the National Geodetic Survey in June 1991..
 KV3412
 KV3412.This Tidal Bench Mark is designated as VM 12914
 KV3412.by the Center for Operational Oceanographic Products and Services.
 KV3412
 KV3412.The geoid height was determined by GEOID03.
 KV3412
 KV3412.The dynamic height is computed by dividing the NAVD 88
 KV3412.geopotential number by the normal gravity value computed on the
 KV3412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3412.degrees latitude (g = 980.6199 gals.).
 KV3412
 KV3412.The modeled gravity was interpolated from observed gravity values.
 KV3412
 KV3412;                    North         East    Units  Estimated Accuracy
 KV3412;SPC NJ       -   216,920.      179,700.      MT  (+/- 180 meters Scaled)
 KV3412
 KV3412                          SUPERSEDED SURVEY CONTROL
 KV3412
 KV3412  NGVD 29 (??/??/??)    5.260  (m)           17.26   (f) ADJUSTED    1 2
 KV3412
 KV3412.Superseded values are not recommended for survey control.
 KV3412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3412.See file dsdata.txt to determine how the superseded data were derived.
 KV3412
 KV3412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL718154(NAD 83)
 KV3412_MARKER: DB = BENCH MARK DISK
 KV3412_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV3412_SP_SET: ABUTMENT
 KV3412_STAMPING: F 101 1979
 KV3412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3412
 KV3412  HISTORY     - Date     Condition        Report By
 KV3412  HISTORY     - 1979     MONUMENTED       NGS
 KV3412
 KV3412                          STATION DESCRIPTION
 KV3412
 KV3412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3412'IN BELEVILLE.
 KV3412'IN BELLEVILLE, AT THE JUNCTIONS OF MAIN AND RUTGERS STREETS, IN THE
 KV3412'CENTER OF THE SOUTHWEST FACE OF THE NORTHEAST CONCRETE ABUTMENT OF
 KV3412'THE STATE ROUTE 21 BRIDGE OVER RUTGERS STREET, 48 FEET EAST OF THE
 KV3412'EAST CURB OF MAIN STREET, 38 FEET NORTH OF THE NORTH CURB OF RUTGERS
 KV3412'STREET, 35 FEET NORTHWEST OF BENCH MARK 6869A (A NJGS MARK) 28 FEET
 KV3412'NORTHEAST OF A TRAFFIC CONTROL BOX, THIS MARK IS SET VERTICALLY AND
 KV3412'IS 4.3 FEET ABOVE THE GROUND.
 KV3412'THE MARK IS 4 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3422 ***********************************************************************
 KV3422  DESIGNATION -  F 102
 KV3422  PID         -  KV3422
 KV3422  STATE/COUNTY-  NJ/BERGEN
 KV3422  USGS QUAD   -  HACKENSACK (1997)
 KV3422
 KV3422                         *CURRENT SURVEY CONTROL
 KV3422  ___________________________________________________________________
 KV3422* NAD 83(1986)-  40 54 45.     (N)    074 04 37.     (W)     SCALED    
 KV3422* NAVD 88     -        12.305  (meters)      40.37   (feet)  ADJUSTED  
 KV3422  ___________________________________________________________________
 KV3422  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KV3422  DYNAMIC HT  -          12.300 (meters)      40.35  (feet)  COMP
 KV3422  MODELED GRAV-     980,234.0   (mgal)                       NAVD 88
 KV3422
 KV3422  VERT ORDER  -  FIRST     CLASS II
 KV3422
 KV3422.The horizontal coordinates were scaled from a topographic map and have
 KV3422.an estimated accuracy of +/- 6 seconds.
 KV3422
 KV3422.The orthometric height was determined by differential leveling
 KV3422.and adjusted by the National Geodetic Survey in June 1991..
 KV3422
 KV3422.The geoid height was determined by GEOID03.
 KV3422
 KV3422.The dynamic height is computed by dividing the NAVD 88
 KV3422.geopotential number by the normal gravity value computed on the
 KV3422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3422.degrees latitude (g = 980.6199 gals.).
 KV3422
 KV3422.The modeled gravity was interpolated from observed gravity values.
 KV3422
 KV3422;                    North         East    Units  Estimated Accuracy
 KV3422;SPC NJ       -   230,920.      185,640.      MT  (+/- 180 meters Scaled)
 KV3422
 KV3422                          SUPERSEDED SURVEY CONTROL
 KV3422
 KV3422  NGVD 29 (??/??/??)   12.611  (m)           41.37   (f) ADJUSTED    1 2
 KV3422
 KV3422.Superseded values are not recommended for survey control.
 KV3422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3422.See file dsdata.txt to determine how the superseded data were derived.
 KV3422
 KV3422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL777294(NAD 83)
 KV3422_MARKER: I = METAL ROD
 KV3422_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KV3422_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KV3422_STAMPING: F 102 1979
 KV3422_MARK LOGO: NGS   
 KV3422_PROJECTION: RECESSED 2 CENTIMETERS
 KV3422_MAGNETIC: I = MARKER IS A STEEL ROD
 KV3422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV3422+STABILITY: POSITION/ELEVATION WELL
 KV3422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3422+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1995
 KV3422_ROD/PIPE-DEPTH: 13.7 meters
 KV3422_SLEEVE-DEPTH  : 3.05 meters
 KV3422
 KV3422  HISTORY     - Date     Condition        Report By
 KV3422  HISTORY     - 1979     MONUMENTED       NGS
 KV3422  HISTORY     - 19920219 GOOD             NJGS
 KV3422  HISTORY     - 19950316 GOOD             NJGS
 KV3422
 KV3422                          STATION DESCRIPTION
 KV3422
 KV3422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3422'000
 KV3422'0.65 MILE NORTHEAST ALONG FIRST STREET FROM THE HACKENSACK HIGH
 KV3422'SCHOOL OVERPASS AT HACKENSACK, THENCE 2.0 MILES NORTHWEST ALONG
 KV3422'PASSAIC STREET, 0.75 MILE SOUTHEAST OF THE GARDEN STATE PARKWAY
 KV3422'OVERPASS, AT THE REAR FENCE AND NORTH NORTHEAST OF THE NORTH CORNER
 KV3422'OF THE NEW JERSEY BELL-A T AND T BUILDING (120 PASSAIC STREET)
 KV3422'207.5 FEET NORTH-NORTHEAST OF THE NORTH CORNER OF THE BUILDING
 KV3422'(THIS BUILDING IS TENTATIVELY SCHEDULED FOR AN ADDITION OF
 KV3422'UNDETERMINED SIZE AT THE REAR) 58.5 FEET NORTH AND ACROSS A PARKING
 KV3422'LOT ACCESS ROAD FROM THE NORTH CORNER OF AN 8-FOOT CHAIN LINK FENCE
 KV3422'AROUND A LARGE AIR CONDITIONING UNIT, 31.0 FEET NORTHEAST OF THE
 KV3422'CENTER LINE OF THE ROAD, 12.0 FEET NORTH OF A POWER POLE WITH AN
 KV3422'UNDERGROUND CABLE, 4.8 FEET SOUTHWEST OF A 6-FOOT CHAIN LINK FENCE.
 KV3422'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 KV3422'THE MARK IS ABOVE LEVEL WITH ROAD.
 KV3422
 KV3422                          STATION RECOVERY (1992)
 KV3422
 KV3422'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV3422'THE STATION IS LOCATED IN THE BOROUGH OF ROCHELLE PARK AT THE REAR OF
 KV3422'THE GROUNDS OF THE A T AND T COMMUNICATIONS COMPLEX, A THREE STORY
 KV3422'STONE AND GRANITE FACED BUILDING, LOCATED AT 120 WEST PASSAIC STREET.
 KV3422'TO REACH THE STATION FROM THE JUNCTION OF THE EXIT RAMP FROM EXIT
 KV3422'160 OF THE GARDEN STATE PARKWAY AND WEST PASSAIC STREET, GO SOUTHEAST
 KV3422'ON WEST PASSAIC STREET FOR 0.65 MI (1.05 KM) TO THE A T AND T
 KV3422'COMMUNICATIONS COMPLEX ON THE LEFT.  TURN LEFT INTO THE EAST ENTRANCE
 KV3422'DRIVE AND GO 0.05 MI (0.08 KM) TO THE REAR OF THE PARKING LOT,
 KV3422'DRIVING PAST A LARGE AIR CONDITIONING UNIT ENCLOSED BY A 10 FT
 KV3422'(3.0 M) HIGH CHAIN LINK FENCE ON THE RIGHT, TO THE END OF THE
 KV3422'SOUTHEAST CORNER OF THE PARKING LOT AND THE STATION AHEAD.  THE
 KV3422'STATION IS 1.3 M (4.3 FT) SOUTHWEST FROM A METAL WITNESS POST, 3.7 M
 KV3422'(12.1 FT) NORTHWEST FROM AN UNNAMED POWER POLE WITH SEVERED
 KV3422'UNDERGROUND CABLES ATTACHED, 16.0 M (52.5 FT) NORTHEAST FROM THE
 KV3422'NORTHEAST CORNER OF A 10 FT (3.0 M) HIGH CHAIN LINK FENCE SURROUNDING
 KV3422'A LARGE AIR CONDITIONING UNIT, 1.5 M (4.9 FT) SOUTHWEST AND NORMAL TO
 KV3422'A 6 FT (1.8 M) HIGH CHAIN LINK FENCE TOPPED WITH BARBED WIRE AND 6.0
 KV3422'M (19.7 FT) NORTHEAST FROM THE NORTH EDGE OF A PAVED PARKING LOT AT
 KV3422'THE NORTH END OF THE COMPLEX.  THE STATION IS 0.3 M (1.0 FT) BELOW
 KV3422'THE GROUND AND THE TOP OF THE FLANGE CASING IS 0.15 M (0.49 FT) BELOW
 KV3422'THE GROUND.
 KV3422
 KV3422                          STATION RECOVERY (1995)
 KV3422
 KV3422'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV3422'THE STATION IS LOCATED IN THE BOROUGH OF ROCHELLE PARK AT THE REAR OF
 KV3422'THE GROUNDS OF THE AT+T COMMUNICATIONS COMPLEX, A THREE STORY STONE
 KV3422'AND GRANITE FACED BUILDING, LOCATED AT 120 WEST PASSAIC STREET.  TO
 KV3422'REACH THE STATION FROM THE JUNCTION OF THE EXIT RAMP FROM EXIT 160 OF
 KV3422'THE GARDEN STATE PARKWAY AND WEST PASSAIC STREET, GO SOUTHEAST ON WEST
 KV3422'PASSAIC STREET FOR 0.65 MI (1.05 KM) TO THE AT+T COMMUNICATIONS
 KV3422'COMPLEX ON THE LEFT.  TURN LEFT INTO THE EAST ENTRANCE DRIVE AND GO
 KV3422'0.05 MI (0.08 KM) TO THE REAR OF THE PARKING LOT, DRIVING PAST A LARGE
 KV3422'AIR CONDITIONING UNIT ENCLOSED BY A 10 FT (3.0 M) HIGH CHAIN LINK
 KV3422'FENCE ON THE RIGHT, TO THE END OF THE SOUTHEAST CORNER OF THE PARKING
 KV3422'LOT AND THE STATION AHEAD.  THE STATION IS 1.3 M (4.3 FT) SOUTHWEST
 KV3422'FROM A METAL WITNESS POST, 3.7 M (12.1 FT) NORTHWEST FROM AN UNNAMED
 KV3422'POWER POLE WITH SEVERED UNDERGROUND CABLES ATTACHED, 16.0 M (52.5 FT)
 KV3422'NORTHEAST FROM THE NORTHEAST CORNER OF A 10 FT (3.0 M) HIGH CHAIN LINK
 KV3422'FENCE SURROUNDING A LARGE AIR CONDITIONING UNIT, 1.5 M (4.9 FT)
 KV3422'SOUTHWEST AND NORMAL TO A 6 FT (1.8 M) HIGH CHAIN LINK FENCE TOPPED
 KV3422'WITH BARBED WIRE AND 6.0 M (19.7 FT) NORTHEAST FROM THE NORTH EDGE OF
 KV3422'A PAVED PARKING LOT AT THE NORTH END OF THE COMPLEX. THE STATION IS
 KV3422'0.3 M (1.0 FT) BELOW THE GROUND AND THE TOP OF THE FLANGE CASING IS
 KV3422'0.15 M (0.49 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2270 ***********************************************************************
 LY2270  DESIGNATION -  F 103
 LY2270  PID         -  LY2270
 LY2270  STATE/COUNTY-  NJ/BERGEN
 LY2270  USGS QUAD   -  RAMSEY (1995)
 LY2270
 LY2270                         *CURRENT SURVEY CONTROL
 LY2270  ___________________________________________________________________
 LY2270* NAD 83(1986)-  41 03 14.     (N)    074 07 52.     (W)     SCALED    
 LY2270* NAVD 88     -       120.225  (meters)     394.44   (feet)  ADJUSTED  
 LY2270  ___________________________________________________________________
 LY2270  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 LY2270  DYNAMIC HT  -         120.177 (meters)     394.28  (feet)  COMP
 LY2270  MODELED GRAV-     980,218.4   (mgal)                       NAVD 88
 LY2270
 LY2270  VERT ORDER  -  FIRST     CLASS II
 LY2270
 LY2270.The horizontal coordinates were scaled from a topographic map and have
 LY2270.an estimated accuracy of +/- 6 seconds.
 LY2270
 LY2270.The orthometric height was determined by differential leveling
 LY2270.and adjusted by the National Geodetic Survey in June 1991..
 LY2270
 LY2270.The geoid height was determined by GEOID03.
 LY2270
 LY2270.The dynamic height is computed by dividing the NAVD 88
 LY2270.geopotential number by the normal gravity value computed on the
 LY2270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2270.degrees latitude (g = 980.6199 gals.).
 LY2270
 LY2270.The modeled gravity was interpolated from observed gravity values.
 LY2270
 LY2270;                    North         East    Units  Estimated Accuracy
 LY2270;SPC NJ       -   246,600.      181,010.      MT  (+/- 180 meters Scaled)
 LY2270
 LY2270                          SUPERSEDED SURVEY CONTROL
 LY2270
 LY2270  NGVD 29 (??/??/92)  120.534  (m)          395.45   (f) ADJ UNCH    1 2
 LY2270
 LY2270.Superseded values are not recommended for survey control.
 LY2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2270.See file dsdata.txt to determine how the superseded data were derived.
 LY2270
 LY2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL730451(NAD 83)
 LY2270_MARKER: DB = BENCH MARK DISK
 LY2270_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2270_SP_SET: STAINLESS STEEL ROD
 LY2270_STAMPING: F 103 1979
 LY2270_PROJECTION: FLUSH
 LY2270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2270_ROD/PIPE-DEPTH: 4.57 meters
 LY2270
 LY2270  HISTORY     - Date     Condition        Report By
 LY2270  HISTORY     - 1979     MONUMENTED       NGS
 LY2270
 LY2270                          STATION DESCRIPTION
 LY2270
 LY2270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2270'1.7 MI SOUTH FROM RAMSEY.
 LY2270'1.7 MILES SOUTH ALONG FRANKLIN TRUNPIKE FROM THE MAIN ENTRANCE TO
 LY2270'DON BOSCO HIGH SCHOOL, AT THE DIVIDED JUNCTION OF NORMAN DRIVE,
 LY2270'INSIDE THE TRAFFIC ISLAND DIVIDING NORMAN DRIVE, 56.0 FEET EAST
 LY2270'OF THE CENTER LINE OF THE TURNPIKE, 64.5 FEET NORTH-NORTHWEST OF
 LY2270'THE NORTHWEST CORNER OF A 2-STORY HOME (8 NORMAN DRIVE), 17.0 FEET
 LY2270'SOUTHEAST OF THE NORTH SPLIT OF THE DRIVE, 19.0 FEET NORTHWEST OF THE
 LY2270'SOUTH SPLIT OF THE DRIVE, 12.3 FEET EAST OF A 13-INCH FIR TREE.
 LY2270'THE MARK IS ABOVE LEVEL WITH TURNPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0055 ***********************************************************************
 KV0055  DESIGNATION -  F 11
 KV0055  PID         -  KV0055
 KV0055  STATE/COUNTY-  NJ/UNION
 KV0055  USGS QUAD   -  ROSELLE (1995)
 KV0055
 KV0055                         *CURRENT SURVEY CONTROL
 KV0055  ___________________________________________________________________
 KV0055* NAD 83(1986)-  40 38 07.     (N)    074 15 57.     (W)     SCALED    
 KV0055* NAVD 88     -        18.676  (meters)      61.27   (feet)  ADJUSTED  
 KV0055  ___________________________________________________________________
 KV0055  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KV0055  DYNAMIC HT  -          18.668 (meters)      61.25  (feet)  COMP
 KV0055  MODELED GRAV-     980,213.0   (mgal)                       NAVD 88
 KV0055
 KV0055  VERT ORDER  -  FIRST     CLASS I
 KV0055
 KV0055.The horizontal coordinates were scaled from a topographic map and have
 KV0055.an estimated accuracy of +/- 6 seconds.
 KV0055
 KV0055.The orthometric height was determined by differential leveling
 KV0055.and adjusted by the National Geodetic Survey in June 1991..
 KV0055
 KV0055.The geoid height was determined by GEOID03.
 KV0055
 KV0055.The dynamic height is computed by dividing the NAVD 88
 KV0055.geopotential number by the normal gravity value computed on the
 KV0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0055.degrees latitude (g = 980.6199 gals.).
 KV0055
 KV0055.The modeled gravity was interpolated from observed gravity values.
 KV0055
 KV0055;                    North         East    Units  Estimated Accuracy
 KV0055;SPC NJ       -   200,080.      169,810.      MT  (+/- 180 meters Scaled)
 KV0055
 KV0055                          SUPERSEDED SURVEY CONTROL
 KV0055
 KV0055  NGVD 29 (04/16/92)   19.002  (m)           62.34   (f) ADJUSTED    1 1
 KV0055
 KV0055.Superseded values are not recommended for survey control.
 KV0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0055.See file dsdata.txt to determine how the superseded data were derived.
 KV0055
 KV0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK620985(NAD 83)
 KV0055_MARKER: DB = BENCH MARK DISK
 KV0055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0055_SP_SET: BUILDING
 KV0055_STAMPING: F 11 62.388 1933
 KV0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0055+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2000
 KV0055
 KV0055  HISTORY     - Date     Condition        Report By
 KV0055  HISTORY     - 1933     MONUMENTED       CGS
 KV0055  HISTORY     - 1965     GOOD             CGS
 KV0055  HISTORY     - 1989     GOOD             USPSQD
 KV0055  HISTORY     - 19940609 GOOD             USPSQD
 KV0055  HISTORY     - 20000829 GOOD             TWT
 KV0055
 KV0055                          STATION DESCRIPTION
 KV0055
 KV0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0055'AT LINDEN.
 KV0055'AT LINDEN, NEAR THE INTERSECTION OF ST. GEORGES AVENUE AND SUMMIT
 KV0055'STREET, SET VERTICALLY IN THE NORTHWEST FACE NEAR THE WEST CORNER
 KV0055'OF THE LINDEN HIGH SCHOOL, 141 FEET SOUTHEAST OF THE SOUTHEAST
 KV0055'CURB OF THE AVENUE, 90 FEET NORTHEAST OF THE NORTHEAST CURB OF THE
 KV0055'STREET, 5.4 FEET NORTHEAST OF THE WEST CORNER OF THE BUILDING,
 KV0055'3.2 FEET ABOVE THE GROUND AND ABOUT 6 FEET ABOVE THE LEVEL OF
 KV0055'THE AVENUE.
 KV0055
 KV0055                          STATION RECOVERY (1989)
 KV0055
 KV0055'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0055'RECOVERED IN GOOD CONDITION.
 KV0055
 KV0055                          STATION RECOVERY (1994)
 KV0055
 KV0055'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0055'RECOVERED IN GOOD CONDITION.
 KV0055
 KV0055                          STATION RECOVERY (2000)
 KV0055
 KV0055'RECOVERY NOTE BY TWT CONS ENG 2000 (DRF)
 KV0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0136 ***********************************************************************
 KV0136  DESIGNATION -  F 12
 KV0136  PID         -  KV0136
 KV0136  STATE/COUNTY-  NJ/BERGEN
 KV0136  USGS QUAD   -  WEEHAWKEN (1995)
 KV0136
 KV0136                         *CURRENT SURVEY CONTROL
 KV0136  ___________________________________________________________________
 KV0136* NAD 83(1986)-  40 50 53.     (N)    074 04 53.     (W)     SCALED    
 KV0136* NAVD 88     -        42.417  (meters)     139.16   (feet)  ADJUSTED  
 KV0136  ___________________________________________________________________
 KV0136  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KV0136  DYNAMIC HT  -          42.401 (meters)     139.11  (feet)  COMP
 KV0136  MODELED GRAV-     980,234.3   (mgal)                       NAVD 88
 KV0136
 KV0136  VERT ORDER  -  FIRST     CLASS II
 KV0136
 KV0136.The horizontal coordinates were scaled from a topographic map and have
 KV0136.an estimated accuracy of +/- 6 seconds.
 KV0136
 KV0136.The orthometric height was determined by differential leveling
 KV0136.and adjusted by the National Geodetic Survey in June 1991..
 KV0136
 KV0136.The geoid height was determined by GEOID03.
 KV0136
 KV0136.The dynamic height is computed by dividing the NAVD 88
 KV0136.geopotential number by the normal gravity value computed on the
 KV0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0136.degrees latitude (g = 980.6199 gals.).
 KV0136
 KV0136.The modeled gravity was interpolated from observed gravity values.
 KV0136
 KV0136;                    North         East    Units  Estimated Accuracy
 KV0136;SPC NJ       -   223,760.      185,300.      MT  (+/- 180 meters Scaled)
 KV0136
 KV0136                          SUPERSEDED SURVEY CONTROL
 KV0136
 KV0136  NGVD 29 (??/??/??)   42.726  (m)          140.18   (f) ADJUSTED    1 2
 KV0136
 KV0136.Superseded values are not recommended for survey control.
 KV0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0136.See file dsdata.txt to determine how the superseded data were derived.
 KV0136
 KV0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL774222(NAD 83)
 KV0136_MARKER: DB = BENCH MARK DISK
 KV0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0136_SP_SET: BUILDING
 KV0136_STAMPING: 140.177 F 12 1933
 KV0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0136+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 KV0136
 KV0136  HISTORY     - Date     Condition        Report By
 KV0136  HISTORY     - 1933     MONUMENTED       CGS
 KV0136  HISTORY     - 1950     GOOD             CGS
 KV0136  HISTORY     - 1979     GOOD             NGS
 KV0136  HISTORY     - 20000407 GOOD             PORANY
 KV0136  HISTORY     - 20050507 GOOD             GEOCAC
 KV0136
 KV0136                          STATION DESCRIPTION
 KV0136
 KV0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KV0136'AT WOODRIDGE.
 KV0136'AT WOODRIDGE, BERGEN COUNTY, AT THE INTERSECTION OF HACKENSACK
 KV0136'STREET AND MARLBORO AVENUE, 105 FEET SOUTH OF THE CENTERLINE OF
 KV0136'HACKENSACK STREET, IN THE NORTH FACE OF PUBLIC SCHOOL 2, 15
 KV0136'FEET WEST OF THE MIDDLE OF THE MAIN ENTRANCE, AND ABOUT 4 FEET
 KV0136'HIGHER THAN THE CONCRETE PORCH.  A STANDARD DISK, STAMPED 140.177
 KV0136'F 12 1933 AND SET VERTICALLY.
 KV0136
 KV0136                          STATION RECOVERY (1979)
 KV0136
 KV0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0136'RECOVERED IN GOOD CONDITION.
 KV0136
 KV0136                          STATION RECOVERY (2000)
 KV0136
 KV0136'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2000 (SSZ)
 KV0136'RECOVERED IN GOOD CONDITION.
 KV0136
 KV0136                          STATION RECOVERY (2005)
 KV0136
 KV0136'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV0136'SCHOOL IS NOW THE WOOD-RIDGE HIGH SCHOOL.  OUR GPS COORDINATES READ N
 KV0136'40 50.895 W 74 04.846.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0394 ***********************************************************************
 LY0394  DESIGNATION -  F 13
 LY0394  PID         -  LY0394
 LY0394  STATE/COUNTY-  NJ/MORRIS
 LY0394  USGS QUAD   -  WANAQUE (1971)
 LY0394
 LY0394                         *CURRENT SURVEY CONTROL
 LY0394  ___________________________________________________________________
 LY0394* NAD 83(1986)-  41 00 08.     (N)    074 20 16.     (W)     SCALED    
 LY0394* NAVD 88     -        95.833  (meters)     314.41   (feet)  ADJUSTED  
 LY0394  ___________________________________________________________________
 LY0394  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LY0394  DYNAMIC HT  -          95.792 (meters)     314.28  (feet)  COMP
 LY0394  MODELED GRAV-     980,200.7   (mgal)                       NAVD 88
 LY0394
 LY0394  VERT ORDER  -  FIRST     CLASS II
 LY0394
 LY0394.The horizontal coordinates were scaled from a topographic map and have
 LY0394.an estimated accuracy of +/- 6 seconds.
 LY0394
 LY0394.The orthometric height was determined by differential leveling
 LY0394.and adjusted by the National Geodetic Survey in June 1991..
 LY0394
 LY0394.The geoid height was determined by GEOID03.
 LY0394
 LY0394.The dynamic height is computed by dividing the NAVD 88
 LY0394.geopotential number by the normal gravity value computed on the
 LY0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0394.degrees latitude (g = 980.6199 gals.).
 LY0394
 LY0394.The modeled gravity was interpolated from observed gravity values.
 LY0394
 LY0394;                    North         East    Units  Estimated Accuracy
 LY0394;SPC NJ       -   240,810.      163,650.      MT  (+/- 180 meters Scaled)
 LY0394
 LY0394                          SUPERSEDED SURVEY CONTROL
 LY0394
 LY0394  NGVD 29 (??/??/92)   96.143  (m)          315.43   (f) ADJ UNCH    1 2
 LY0394
 LY0394.Superseded values are not recommended for survey control.
 LY0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0394.See file dsdata.txt to determine how the superseded data were derived.
 LY0394
 LY0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL556392(NAD 83)
 LY0394_MARKER: DB = BENCH MARK DISK
 LY0394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0394_SP_SET: PIER
 LY0394_STAMPING: 315.173 F 13 1933
 LY0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY0394+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2005
 LY0394
 LY0394  HISTORY     - Date     Condition        Report By
 LY0394  HISTORY     - 1933     MONUMENTED       CGS
 LY0394  HISTORY     - 1936     GOOD             NGS
 LY0394  HISTORY     - 1979     GOOD             NGS
 LY0394  HISTORY     - 20050827 GOOD             GEOCAC
 LY0394
 LY0394                          STATION DESCRIPTION
 LY0394
 LY0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 LY0394'AT BUTLER.
 LY0394'AT BUTLER, MORRIS COUNTY, ON THE NEW YORK, SUSQUEHANNA AND
 LY0394'WESTERN RAILROAD, 90 FEET WEST OF A PRIVATE-ROAD CROSSING, AT
 LY0394'BRIDGE 37.36 OVER KIKOUT CREEK, IN THE TOP OF THE NORTH END OF
 LY0394'THE CENTER CONCRETE PIER, 8 FEET NORTH OF THE NORTH RAIL, AND
 LY0394'ABOUT 4 FEET LOWER THAN THE BASE OF THE RAIL.  A STANDARD
 LY0394'DISK, STAMPED 315.173 F 13 1933.
 LY0394
 LY0394                          STATION RECOVERY (1979)
 LY0394
 LY0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0394'RECOVERED IN GOOD CONDITION.
 LY0394
 LY0394                          STATION RECOVERY (2005)
 LY0394
 LY0394'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 LY0394'DESCRIPTION IS GOOD.  STREAM IS NOW KNOWN AS KAKEOUT BROOK.  PROCEED
 LY0394'90 FEET WEST FROM PRIVATE RAIL CROSSING OFF MAIN STREET IN BUTLER.  IN
 LY0394'THE TOP OF NORTH END OF CENTER PIER.  EIGHT FEET NORTH OF NORTH RAIL,
 LY0394'AND ABOUT FOUR FEET LOWER THAN THE BASE OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0727 ***********************************************************************
 LY0727  DESIGNATION -  F 14
 LY0727  PID         -  LY0727
 LY0727  STATE/COUNTY-  NJ/SUSSEX
 LY0727  USGS QUAD   -  PORT JERVIS SOUTH (1983)
 LY0727
 LY0727                         *CURRENT SURVEY CONTROL
 LY0727  ___________________________________________________________________
 LY0727* NAD 83(1986)-  41 20 46.     (N)    074 40 47.     (W)     SCALED    
 LY0727* NAVD 88     -       205.957  (meters)     675.71   (feet)  ADJUSTED  
 LY0727  ___________________________________________________________________
 LY0727  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LY0727  DYNAMIC HT  -         205.869 (meters)     675.42  (feet)  COMP
 LY0727  MODELED GRAV-     980,192.6   (mgal)                       NAVD 88
 LY0727
 LY0727  VERT ORDER  -  FIRST     CLASS II
 LY0727
 LY0727.The horizontal coordinates were scaled from a topographic map and have
 LY0727.an estimated accuracy of +/- 6 seconds.
 LY0727
 LY0727.The orthometric height was determined by differential leveling
 LY0727.and adjusted by the National Geodetic Survey in June 1991..
 LY0727
 LY0727.The geoid height was determined by GEOID03.
 LY0727
 LY0727.The dynamic height is computed by dividing the NAVD 88
 LY0727.geopotential number by the normal gravity value computed on the
 LY0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0727.degrees latitude (g = 980.6199 gals.).
 LY0727
 LY0727.The modeled gravity was interpolated from observed gravity values.
 LY0727
 LY0727;                    North         East    Units  Estimated Accuracy
 LY0727;SPC NJ       -   279,000.      134,960.      MT  (+/- 180 meters Scaled)
 LY0727
 LY0727                          SUPERSEDED SURVEY CONTROL
 LY0727
 LY0727  NGVD 29 (??/??/92)  206.128  (m)          676.27   (f) ADJ UNCH    1 2
 LY0727
 LY0727.Superseded values are not recommended for survey control.
 LY0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0727.See file dsdata.txt to determine how the superseded data were derived.
 LY0727
 LY0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL267772(NAD 83)
 LY0727_MARKER: DB = BENCH MARK DISK
 LY0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0727_STAMPING: 676.272 F 14 1933
 LY0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0727+STABILITY: SURFACE MOTION
 LY0727
 LY0727  HISTORY     - Date     Condition        Report By
 LY0727  HISTORY     - 1933     MONUMENTED       CGS
 LY0727  HISTORY     - 1934     GOOD             NGS
 LY0727
 LY0727                          STATION DESCRIPTION
 LY0727
 LY0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0727'1.5 MI S FROM PORT JERVIS.
 LY0727'IN SUSSEX COUNTY, NEW JERSEY, 1.5 MILES SOUTH ALONG THE SUSSEX-PORT
 LY0727'JERVIS HIGHWAY FROM PORT JERVIS, ORANGE COUNTY, NEW YORK, ON
 LY0727'THE INSIDE OF A HORSESHOE CURVE OF THE HIGHWAY, 100 FEET EAST
 LY0727'OF A 2-STORY FRAME DWELLING, 24 FEET SOUTH OF A BRIDGE OVER
 LY0727'A SMALL STREAM, AND 18 FEET SOUTH OF THE STREAM.  A STANDARD DISK,
 LY0727'STAMPED 676.272 F 14 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1271 ***********************************************************************
 KV1271  DESIGNATION -  F 15
 KV1271  PID         -  KV1271
 KV1271  STATE/COUNTY-  NJ/MORRIS
 KV1271  USGS QUAD   -  TRANQUILITY (1971)
 KV1271
 KV1271                         *CURRENT SURVEY CONTROL
 KV1271  ___________________________________________________________________
 KV1271* NAD 83(1986)-  40 54 26.     (N)    074 45 31.     (W)     SCALED    
 KV1271* NAVD 88     -       222.850  (meters)     731.13   (feet)  ADJUSTED  
 KV1271  ___________________________________________________________________
 KV1271  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV1271  DYNAMIC HT  -         222.749 (meters)     730.80  (feet)  COMP
 KV1271  MODELED GRAV-     980,167.1   (mgal)                       NAVD 88
 KV1271
 KV1271  VERT ORDER  -  SECOND    CLASS 0
 KV1271
 KV1271.The horizontal coordinates were scaled from a topographic map and have
 KV1271.an estimated accuracy of +/- 6 seconds.
 KV1271
 KV1271.The orthometric height was determined by differential leveling
 KV1271.and adjusted by the National Geodetic Survey in June 1991..
 KV1271
 KV1271.The geoid height was determined by GEOID03.
 KV1271
 KV1271.The dynamic height is computed by dividing the NAVD 88
 KV1271.geopotential number by the normal gravity value computed on the
 KV1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1271.degrees latitude (g = 980.6199 gals.).
 KV1271
 KV1271.The modeled gravity was interpolated from observed gravity values.
 KV1271
 KV1271;                    North         East    Units  Estimated Accuracy
 KV1271;SPC NJ       -   230,280.      128,210.      MT  (+/- 180 meters Scaled)
 KV1271
 KV1271                          SUPERSEDED SURVEY CONTROL
 KV1271
 KV1271  NGVD 29 (??/??/??)  223.070  (m)          731.86   (f) ADJUSTED    2 0
 KV1271
 KV1271.Superseded values are not recommended for survey control.
 KV1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1271.See file dsdata.txt to determine how the superseded data were derived.
 KV1271
 KV1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL203284(NAD 83)
 KV1271_MARKER: DB = BENCH MARK DISK
 KV1271_SETTING: 66 = SET IN ROCK OUTCROP
 KV1271_SP_SET: ROCK LEDGE
 KV1271_STAMPING: F 15 1933 731.855
 KV1271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV1271+STABILITY: POSITION/ELEVATION WELL
 KV1271
 KV1271  HISTORY     - Date     Condition        Report By
 KV1271  HISTORY     - 1933     MONUMENTED       CGS
 KV1271  HISTORY     - 1934     GOOD             CGS
 KV1271
 KV1271                          STATION DESCRIPTION
 KV1271
 KV1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV1271'AT WATERLOO.
 KV1271'AT WATERLOO, MORRIS COUNTY, 3 1/2 RAILS EAST OF THE EAST END OF
 KV1271'THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD STATION, 1 1/2 RAILS
 KV1271'EAST OF AUTOMATIC SIGNAL 51.0, IN THE BASE OF A SMALL ROCK
 KV1271'CLIFF, 7 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT LEVEL WITH THE
 KV1271'TRACK.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS
 KV1271'NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE
 KV1271'ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2042 ***********************************************************************
 KV2042  DESIGNATION -  F 18
 KV2042  PID         -  KV2042
 KV2042  STATE/COUNTY-  NJ/HUNTERDON
 KV2042  USGS QUAD   -  LUMBERVILLE (1997)
 KV2042
 KV2042                         *CURRENT SURVEY CONTROL
 KV2042  ___________________________________________________________________
 KV2042* NAD 83(1986)-  40 25 08.     (N)    075 03 27.     (W)     SCALED    
 KV2042* NAVD 88     -        28.223  (meters)      92.59   (feet)  ADJUSTED  
 KV2042  ___________________________________________________________________
 KV2042  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KV2042  DYNAMIC HT  -          28.210 (meters)      92.55  (feet)  COMP
 KV2042  MODELED GRAV-     980,145.7   (mgal)                       NAVD 88
 KV2042
 KV2042  VERT ORDER  -  FIRST     CLASS I
 KV2042
 KV2042.The horizontal coordinates were scaled from a topographic map and have
 KV2042.an estimated accuracy of +/- 6 seconds.
 KV2042
 KV2042.The orthometric height was determined by differential leveling
 KV2042.and adjusted by the National Geodetic Survey in June 1991..
 KV2042.WARNING-Repeat measurements at this control monument indicate possible
 KV2042.vertical movement.
 KV2042
 KV2042.The geoid height was determined by GEOID03.
 KV2042
 KV2042.The dynamic height is computed by dividing the NAVD 88
 KV2042.geopotential number by the normal gravity value computed on the
 KV2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2042.degrees latitude (g = 980.6199 gals.).
 KV2042
 KV2042.The modeled gravity was interpolated from observed gravity values.
 KV2042
 KV2042;                    North         East    Units  Estimated Accuracy
 KV2042;SPC NJ       -   176,170.      102,690.      MT  (+/- 180 meters Scaled)
 KV2042
 KV2042                          SUPERSEDED SURVEY CONTROL
 KV2042
 KV2042  NGVD 29 (01/10/92)   28.497  (m)           93.49   (f) ADJUSTED    1 1
 KV2042
 KV2042.Superseded values are not recommended for survey control.
 KV2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2042.See file dsdata.txt to determine how the superseded data were derived.
 KV2042
 KV2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK951742(NAD 83)
 KV2042_MARKER: DB = BENCH MARK DISK
 KV2042_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV2042_SP_SET: HEADWALL
 KV2042_STAMPING: F 18 1935
 KV2042_MARK LOGO: CGS   
 KV2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2042+STABILITY: SURFACE MOTION
 KV2042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2042+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1988
 KV2042
 KV2042  HISTORY     - Date     Condition        Report By
 KV2042  HISTORY     - 1935     MONUMENTED       CGS
 KV2042  HISTORY     - 1956     GOOD             CGS
 KV2042  HISTORY     - 19881010 GOOD             NJGS
 KV2042
 KV2042                          STATION DESCRIPTION
 KV2042
 KV2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV2042'4.7 MI NW FROM STOCKTON.
 KV2042'4.7 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV2042'STATION AT STOCKTON, ON TOP AND AT THE NORTH END OF THE EAST
 KV2042'HEADWALL OF A 48-INCH IRON PIPE CULVERT UNDER STATE HIGHWAY 29,
 KV2042'ABOUT 0.4 MILE SOUTH OF THE REMAINS OF THE WASHED OUT BRIDGE
 KV2042'(1955 FLOOD) OVER THE DELAWARE RIVER, ABOUT 125 FEET WEST OF THE
 KV2042'TRACK, 12 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2.6 FEET
 KV2042'SOUTH OF THE NORTH END OF THE HEADWALL AND 2 FEET ABOVE THE LEVEL
 KV2042'OF THE HIGHWAY.
 KV2042
 KV2042                          STATION RECOVERY (1988)
 KV2042
 KV2042'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV2042'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV2042'7.7 KM (4.80 MI) NORTHWEST ALONG STATE ROUTE 29 FROM THE JUNCTION WITH
 KV2042'BRIDGE STREET IN STOCKTON TO A ROAD LEFT LEADING SOUTHWEST, OLD STATE
 KV2042'ROUTE 29, THEN NORTHWEST ALONG THIS ROAD FOR .125 KM (0.10 MI) TO A
 KV2042'BRIDGE OVER A 48 INCH IRON PIPE CULVERT. 3.7 M (12.1 FT) EAST OF THE
 KV2042'CENTER OF THE ROAD, 0.8 M (2.6 FT) SOUTH OF THE NORTH HEADWALL AND 0.6
 KV2042'M (2.0 FT) ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1390 ***********************************************************************
 KV1390  DESIGNATION -  F 19
 KV1390  PID         -  KV1390
 KV1390  STATE/COUNTY-  NJ/HUNTERDON
 KV1390  USGS QUAD   -  FLEMINGTON (1977)
 KV1390
 KV1390                         *CURRENT SURVEY CONTROL
 KV1390  ___________________________________________________________________
 KV1390* NAD 83(1986)-  40 31 47.     (N)    074 50 15.     (W)     SCALED    
 KV1390* NAVD 88     -        36.049  (meters)     118.27   (feet)  ADJUSTED  
 KV1390  ___________________________________________________________________
 KV1390  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KV1390  DYNAMIC HT  -          36.033 (meters)     118.22  (feet)  COMP
 KV1390  MODELED GRAV-     980,163.3   (mgal)                       NAVD 88
 KV1390
 KV1390  VERT ORDER  -  SECOND    CLASS 0
 KV1390
 KV1390.The horizontal coordinates were scaled from a topographic map and have
 KV1390.an estimated accuracy of +/- 6 seconds.
 KV1390
 KV1390.The orthometric height was determined by differential leveling
 KV1390.and adjusted by the National Geodetic Survey in June 1991..
 KV1390
 KV1390.The geoid height was determined by GEOID03.
 KV1390
 KV1390.The dynamic height is computed by dividing the NAVD 88
 KV1390.geopotential number by the normal gravity value computed on the
 KV1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1390.degrees latitude (g = 980.6199 gals.).
 KV1390
 KV1390.The modeled gravity was interpolated from observed gravity values.
 KV1390
 KV1390;                    North         East    Units  Estimated Accuracy
 KV1390;SPC NJ       -   188,380.      121,410.      MT  (+/- 180 meters Scaled)
 KV1390
 KV1390                          SUPERSEDED SURVEY CONTROL
 KV1390
 KV1390  NGVD 29 (??/??/??)   36.296  (m)          119.08   (f) ADJUSTED    2 0
 KV1390
 KV1390.Superseded values are not recommended for survey control.
 KV1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1390.See file dsdata.txt to determine how the superseded data were derived.
 KV1390
 KV1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK137865(NAD 83)
 KV1390_MARKER: DB = BENCH MARK DISK
 KV1390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1390_SP_SET: BRIDGE ABUTMENT
 KV1390_STAMPING: F 19 1935
 KV1390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1390
 KV1390  HISTORY     - Date     Condition        Report By
 KV1390  HISTORY     - 1935     MONUMENTED       CGS
 KV1390  HISTORY     - 1942     GOOD             CGS
 KV1390  HISTORY     - 1971     GOOD             NJDCED
 KV1390  HISTORY     - 1984     GOOD             LOCSUR
 KV1390  HISTORY     - 20021130 GOOD             USPSQD
 KV1390
 KV1390                          STATION DESCRIPTION
 KV1390
 KV1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1390'2.3 MI E FROM FLEMINGTON.
 KV1390'2.3 MILES EAST ALONG THE LEHIGH VALLEY RAILROAD EAST OF FLEMINGTON,
 KV1390'HUNTERDON COUNTY, 0.3 MILE SOUTHEAST OF THE FLEMINGTON JUNCTION
 KV1390'STATION, AT BRIDGE 50A, SET IN THE NORTHEAST CONCRETE ABUTMENT
 KV1390'OF THE BRIDGE OVER THE SOUTH BRANCH OF THE RARITAN RIVER, AND
 KV1390'IS A STANDARD DISK STAMPED F 19 1935.
 KV1390
 KV1390                          STATION RECOVERY (1971)
 KV1390
 KV1390'RECOVERY NOTE BY NJ CONS AND ECON DEV 1971
 KV1390'RECOVERED IN GOOD CONDITION.
 KV1390
 KV1390                          STATION RECOVERY (1984)
 KV1390
 KV1390'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 KV1390'RECOVERED IN GOOD CONDITION.
 KV1390
 KV1390                          STATION RECOVERY (2002)
 KV1390
 KV1390'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV1390'ON BRIDGE 50.69 OVER THE SOUTH BRANCH OF THE RARITAN RIVER ON THE NW
 KV1390'CORNER ON THE TOP OF THE CONCRETE ABUTMENT WHICH IS 27 FEET WEST FROM
 KV1390'THE TRACK CENTERLINE AND 3 FEET NORTH OF THE NW BRIDGE STEEL GIRDER
 KV1390'THAT IS MARKED 50.69
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0956 ***********************************************************************
 KV0956  DESIGNATION -  F 2
 KV0956  PID         -  KV0956
 KV0956  STATE/COUNTY-  NJ/MIDDLESEX
 KV0956  USGS QUAD   -  JAMESBURG (1981)
 KV0956
 KV0956                         *CURRENT SURVEY CONTROL
 KV0956  ___________________________________________________________________
 KV0956* NAD 83(1986)-  40 21 50.     (N)    074 26 15.     (W)     SCALED    
 KV0956* NAVD 88     -        17.268  (meters)      56.65   (feet)  ADJUSTED  
 KV0956  ___________________________________________________________________
 KV0956  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KV0956  DYNAMIC HT  -          17.260 (meters)      56.63  (feet)  COMP
 KV0956  MODELED GRAV-     980,197.6   (mgal)                       NAVD 88
 KV0956
 KV0956  VERT ORDER  -  FIRST     CLASS II
 KV0956
 KV0956.The horizontal coordinates were scaled from a topographic map and have
 KV0956.an estimated accuracy of +/- 6 seconds.
 KV0956
 KV0956.The orthometric height was determined by differential leveling
 KV0956.and adjusted by the National Geodetic Survey in June 1991..
 KV0956
 KV0956.The geoid height was determined by GEOID03.
 KV0956
 KV0956.The dynamic height is computed by dividing the NAVD 88
 KV0956.geopotential number by the normal gravity value computed on the
 KV0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0956.degrees latitude (g = 980.6199 gals.).
 KV0956
 KV0956.The modeled gravity was interpolated from observed gravity values.
 KV0956
 KV0956;                    North         East    Units  Estimated Accuracy
 KV0956;SPC NJ       -   169,920.      155,310.      MT  (+/- 180 meters Scaled)
 KV0956
 KV0956                          SUPERSEDED SURVEY CONTROL
 KV0956
 KV0956  NGVD 29 (??/??/??)   17.617  (m)           57.80   (f) ADJUSTED    1 2
 KV0956
 KV0956.Superseded values are not recommended for survey control.
 KV0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0956.See file dsdata.txt to determine how the superseded data were derived.
 KV0956
 KV0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK477682(NAD 83)
 KV0956_MARKER: DB = BENCH MARK DISK
 KV0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0956_STAMPING: 57.798 F 2 1923
 KV0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0956+STABILITY: SURFACE MOTION
 KV0956
 KV0956  HISTORY     - Date     Condition        Report By
 KV0956  HISTORY     - 1923     MONUMENTED       CGS
 KV0956  HISTORY     - 1935     GOOD             CGS
 KV0956  HISTORY     - 1953     MARK NOT FOUND   CGS
 KV0956
 KV0956                          STATION DESCRIPTION
 KV0956
 KV0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0956'1 MI S FROM HELMETTA.
 KV0956'1 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM HLEMETTA,
 KV0956'MIDDLESEX COUNTY, 74 FEET EAST OF A BRIDGE OVER THE TRACKS, 26.5
 KV0956'FEET WEST OF A WHISTLE POST, 15.5 FEET NORTH OF THE NORTHRAIL,
 KV0956'IN LINE WITH A ROW OF POLES, AND 2 INCHES BELOW THE SURFACE OF
 KV0956'THE GROUND.  A STANDARD DISK, STAMPED 57.798 F 2 1923 AND SET IN
 KV0956'THE TOP OF A CONCRETE POST.
 KV0956
 KV0956                          STATION RECOVERY (1953)
 KV0956
 KV0956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 KV0956'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0671 ***********************************************************************
 KV0671  DESIGNATION -  F 20
 KV0671  PID         -  KV0671
 KV0671  STATE/COUNTY-  NJ/UNION
 KV0671  USGS QUAD   -  ROSELLE (1995)
 KV0671
 KV0671                         *CURRENT SURVEY CONTROL
 KV0671  ___________________________________________________________________
 KV0671* NAD 83(1986)-  40 43 00.     (N)    074 20 38.     (W)     SCALED    
 KV0671* NAVD 88     -        98.976  (meters)     324.72   (feet)  ADJUSTED  
 KV0671  ___________________________________________________________________
 KV0671  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KV0671  DYNAMIC HT  -          98.934 (meters)     324.59  (feet)  COMP
 KV0671  MODELED GRAV-     980,193.1   (mgal)                       NAVD 88
 KV0671
 KV0671  VERT ORDER  -  SECOND    CLASS 0
 KV0671
 KV0671.The horizontal coordinates were scaled from a topographic map and have
 KV0671.an estimated accuracy of +/- 6 seconds.
 KV0671
 KV0671.The orthometric height was determined by differential leveling
 KV0671.and adjusted by the National Geodetic Survey in June 1991..
 KV0671
 KV0671.The geoid height was determined by GEOID03.
 KV0671
 KV0671.The dynamic height is computed by dividing the NAVD 88
 KV0671.geopotential number by the normal gravity value computed on the
 KV0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0671.degrees latitude (g = 980.6199 gals.).
 KV0671
 KV0671.The modeled gravity was interpolated from observed gravity values.
 KV0671
 KV0671;                    North         East    Units  Estimated Accuracy
 KV0671;SPC NJ       -   209,100.      163,190.      MT  (+/- 180 meters Scaled)
 KV0671
 KV0671                          SUPERSEDED SURVEY CONTROL
 KV0671
 KV0671  NGVD 29 (??/??/??)   99.275  (m)          325.70   (f) ADJUSTED    2 0
 KV0671
 KV0671.Superseded values are not recommended for survey control.
 KV0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0671.See file dsdata.txt to determine how the superseded data were derived.
 KV0671
 KV0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL554075(NAD 83)
 KV0671_MARKER: DB = BENCH MARK DISK
 KV0671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0671_SP_SET: CONCRETE BLOCK
 KV0671_STAMPING: F 20 1935
 KV0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0671
 KV0671  HISTORY     - Date     Condition        Report By
 KV0671  HISTORY     - 1935     MONUMENTED       CGS
 KV0671  HISTORY     - 1989     GOOD             USPSQD
 KV0671
 KV0671                          STATION DESCRIPTION
 KV0671
 KV0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0671'AT SUMMIT.
 KV0671'AT SUMMIT, UNION COUNTY, ON THE DELAWARE, LACKAWANNA AND WESTERN
 KV0671'RAILROAD, AT THE EAST CITY LIMITS AT THE SOUTH SPRINGFIELD AVENUE,
 KV0671'AT THE UNDERPASS, AND IN THE TOP OF THE SOUTHWEST CORNER OF THE
 KV0671'CONCRETE BLOCK.  A STANDARD DISK, STAMPED F 20 1935.  NOTE-- THE
 KV0671'DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV0671'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV0671
 KV0671                          STATION RECOVERY (1989)
 KV0671
 KV0671'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1609 ***********************************************************************
 KV1609  DESIGNATION -  F 22
 KV1609  PID         -  KV1609
 KV1609  STATE/COUNTY-  NJ/WARREN
 KV1609  USGS QUAD   -  BELVIDERE (1992)
 KV1609
 KV1609                         *CURRENT SURVEY CONTROL
 KV1609  ___________________________________________________________________
 KV1609* NAD 83(1986)-  40 46 06.     (N)    075 03 47.     (W)     SCALED    
 KV1609* NAVD 88     -       358.733  (meters)    1176.94   (feet)  ADJUSTED  
 KV1609  ___________________________________________________________________
 KV1609  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KV1609  DYNAMIC HT  -         358.557 (meters)    1176.37  (feet)  COMP
 KV1609  MODELED GRAV-     980,121.4   (mgal)                       NAVD 88
 KV1609
 KV1609  VERT ORDER  -  SECOND    CLASS 0
 KV1609
 KV1609.The horizontal coordinates were scaled from a topographic map and have
 KV1609.an estimated accuracy of +/- 6 seconds.
 KV1609
 KV1609.The orthometric height was determined by differential leveling
 KV1609.and adjusted by the National Geodetic Survey in June 1991..
 KV1609
 KV1609.The geoid height was determined by GEOID03.
 KV1609
 KV1609.The dynamic height is computed by dividing the NAVD 88
 KV1609.geopotential number by the normal gravity value computed on the
 KV1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1609.degrees latitude (g = 980.6199 gals.).
 KV1609
 KV1609.The modeled gravity was interpolated from observed gravity values.
 KV1609
 KV1609;                    North         East    Units  Estimated Accuracy
 KV1609;SPC NJ       -   214,980.      102,470.      MT  (+/- 180 meters Scaled)
 KV1609
 KV1609                          SUPERSEDED SURVEY CONTROL
 KV1609
 KV1609  NGVD 29 (??/??/??)  358.945  (m)         1177.64   (f) ADJUSTED    2 0
 KV1609
 KV1609.Superseded values are not recommended for survey control.
 KV1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1609.See file dsdata.txt to determine how the superseded data were derived.
 KV1609
 KV1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL946130(NAD 83)
 KV1609_MARKER: DB = BENCH MARK DISK
 KV1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1609_STAMPING: F 22 1942
 KV1609_MARK LOGO: CGS   
 KV1609_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1609+STABILITY: SURFACE MOTION
 KV1609_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1609+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 KV1609
 KV1609  HISTORY     - Date     Condition        Report By
 KV1609  HISTORY     - 1942     MONUMENTED       CGS
 KV1609  HISTORY     - 1955     MARK NOT FOUND   CGS
 KV1609  HISTORY     - 19950119 GOOD             NJGS
 KV1609
 KV1609                          STATION DESCRIPTION
 KV1609
 KV1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1609'1.4 MI W FROM WASHINGTON.
 KV1609'1.4 MILES WEST ALONG STATE HIGHWAY 24 FROM THE UNDERPASS AT
 KV1609'WASHINGTON, WARREN COUNTY, THENCE ABOUT 4.4 MILES NORTHWEST
 KV1609'ALONG A MACADAM ROAD, ABOUT 0.15 MILE SOUTHEAST OF A RED BARN,
 KV1609'AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST, 82 FEET
 KV1609'NORTHWEST OF THE CENTER LINE OF THE GRAVEL ROAD, 40 FEET
 KV1609'NORTHEAST OF THE CENTER LINE OF THE MACADAM ROAD, IN LINE WITH
 KV1609'A FENCE, AND ABOUT 3 FEET HIGHER THAN THE ROAD.  A STANDARD
 KV1609'DISK, STAMPED F 22 1942 AND SET IN THE TOP OF A CONCRETE POST.
 KV1609
 KV1609                          STATION RECOVERY (1955)
 KV1609
 KV1609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 KV1609'MARK NOT FOUND.
 KV1609
 KV1609                          STATION RECOVERY (1995)
 KV1609
 KV1609'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1609'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1598 ***********************************************************************
 KV1598  DESIGNATION -  F 23
 KV1598  PID         -  KV1598
 KV1598  STATE/COUNTY-  NJ/WARREN
 KV1598  USGS QUAD   -  BELVIDERE (1992)
 KV1598
 KV1598                         *CURRENT SURVEY CONTROL
 KV1598  ___________________________________________________________________
 KV1598* NAD 83(1986)-  40 50 03.     (N)    075 03 37.     (W)     SCALED    
 KV1598* NAVD 88     -        85.856  (meters)     281.68   (feet)  ADJUSTED  
 KV1598  ___________________________________________________________________
 KV1598  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KV1598  DYNAMIC HT  -          85.817 (meters)     281.55  (feet)  COMP
 KV1598  MODELED GRAV-     980,175.4   (mgal)                       NAVD 88
 KV1598
 KV1598  VERT ORDER  -  SECOND    CLASS 0
 KV1598
 KV1598.The horizontal coordinates were scaled from a topographic map and have
 KV1598.an estimated accuracy of +/- 6 seconds.
 KV1598
 KV1598.The orthometric height was determined by differential leveling
 KV1598.and adjusted by the National Geodetic Survey in June 1991..
 KV1598
 KV1598.The geoid height was determined by GEOID03.
 KV1598
 KV1598.The dynamic height is computed by dividing the NAVD 88
 KV1598.geopotential number by the normal gravity value computed on the
 KV1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1598.degrees latitude (g = 980.6199 gals.).
 KV1598
 KV1598.The modeled gravity was interpolated from observed gravity values.
 KV1598
 KV1598;                    North         East    Units  Estimated Accuracy
 KV1598;SPC NJ       -   222,280.      102,750.      MT  (+/- 180 meters Scaled)
 KV1598
 KV1598                          SUPERSEDED SURVEY CONTROL
 KV1598
 KV1598  NGVD 29 (??/??/??)   86.062  (m)          282.36   (f) ADJUSTED    2 0
 KV1598
 KV1598.Superseded values are not recommended for survey control.
 KV1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1598.See file dsdata.txt to determine how the superseded data were derived.
 KV1598
 KV1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL949203(NAD 83)
 KV1598_MARKER: DB = BENCH MARK DISK
 KV1598_SETTING: 80 = SET IN A BOULDER
 KV1598_SP_SET: BOULDER
 KV1598_STAMPING: F 23 1942
 KV1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1598+STABILITY: SURFACE MOTION
 KV1598
 KV1598  HISTORY     - Date     Condition        Report By
 KV1598  HISTORY     - 1942     MONUMENTED       CGS
 KV1598  HISTORY     - 19950119 MARK NOT FOUND   NJGS
 KV1598  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 KV1598
 KV1598                          STATION DESCRIPTION
 KV1598
 KV1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1598'1 MI E FROM BELVIDERE.
 KV1598'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 543 FROM THE INTERSECTION
 KV1598'OF WATER AND MARKET STREETS AT BELIVDERE, WARREN COUNTY, 100
 KV1598'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE PEQUEST BEND
 KV1598'SERVICE STATION, 55 FEET SOUTHEAST OF THE CENTERLINE OF THE
 KV1598'HIGHWAY, 10.6 FEET SOUTHWEST OF A 28-INCH OAK TREE, 3 FEET
 KV1598'LOWER THEN THE HIGHWAY, AND IN THE TOP OF A BOULDER.
 KV1598
 KV1598                          STATION RECOVERY (1995)
 KV1598
 KV1598'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1598'THE STATION WAS NOT RECOVERED AT THIS TIME.
 KV1598
 KV1598                          STATION RECOVERY (1995)
 KV1598
 KV1598'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1329 ***********************************************************************
 KV1329  DESIGNATION -  F 24
 KV1329  PID         -  KV1329
 KV1329  STATE/COUNTY-  NJ/MORRIS
 KV1329  USGS QUAD   -  HACKETTSTOWN (1976)
 KV1329
 KV1329                         *CURRENT SURVEY CONTROL
 KV1329  ___________________________________________________________________
 KV1329* NAD 83(1986)-  40 47 00.     (N)    074 47 20.     (W)     SCALED    
 KV1329* NAVD 88     -       163.989  (meters)     538.02   (feet)  ADJUSTED  
 KV1329  ___________________________________________________________________
 KV1329  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KV1329  DYNAMIC HT  -         163.913 (meters)     537.77  (feet)  COMP
 KV1329  MODELED GRAV-     980,161.5   (mgal)                       NAVD 88
 KV1329
 KV1329  VERT ORDER  -  SECOND    CLASS 0
 KV1329
 KV1329.The horizontal coordinates were scaled from a topographic map and have
 KV1329.an estimated accuracy of +/- 6 seconds.
 KV1329
 KV1329.The orthometric height was determined by differential leveling
 KV1329.and adjusted by the National Geodetic Survey in June 1991..
 KV1329
 KV1329.The geoid height was determined by GEOID03.
 KV1329
 KV1329.The dynamic height is computed by dividing the NAVD 88
 KV1329.geopotential number by the normal gravity value computed on the
 KV1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1329.degrees latitude (g = 980.6199 gals.).
 KV1329
 KV1329.The modeled gravity was interpolated from observed gravity values.
 KV1329
 KV1329;                    North         East    Units  Estimated Accuracy
 KV1329;SPC NJ       -   216,530.      125,620.      MT  (+/- 180 meters Scaled)
 KV1329
 KV1329                          SUPERSEDED SURVEY CONTROL
 KV1329
 KV1329  NGVD 29 (??/??/??)  164.215  (m)          538.76   (f) ADJUSTED    2 0
 KV1329
 KV1329.Superseded values are not recommended for survey control.
 KV1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1329.See file dsdata.txt to determine how the superseded data were derived.
 KV1329
 KV1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL178147(NAD 83)
 KV1329_MARKER: DB = BENCH MARK DISK
 KV1329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1329_SP_SET: CULVERT
 KV1329_STAMPING: F 24 1942
 KV1329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1329
 KV1329  HISTORY     - Date     Condition        Report By
 KV1329  HISTORY     - 1942     MONUMENTED       CGS
 KV1329
 KV1329                          STATION DESCRIPTION
 KV1329
 KV1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1329'0.6 MI W FROM LONG VALLEY.
 KV1329'0.6 MILE WEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 KV1329'THE CROSSING AT LONG VALLEY, MORRIS COUNTY, 4 FEET SOUTHWEST OF
 KV1329'MILEPOST 11, IN THE NORTHEAST END OF A CONCRETE BOX CULVERT, 4.4
 KV1329'FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 3 FEET
 KV1329'LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1317 ***********************************************************************
 KV1317  DESIGNATION -  F 25
 KV1317  PID         -  KV1317
 KV1317  STATE/COUNTY-  NJ/SOMERSET
 KV1317  USGS QUAD   -  BOUND BROOK (1995)
 KV1317
 KV1317                         *CURRENT SURVEY CONTROL
 KV1317  ___________________________________________________________________
 KV1317* NAD 83(1986)-  40 34 50.     (N)    074 37 22.     (W)     SCALED    
 KV1317* NAVD 88     -        21.912  (meters)      71.89   (feet)  ADJUSTED  
 KV1317  ___________________________________________________________________
 KV1317  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KV1317  DYNAMIC HT  -          21.902 (meters)      71.86  (feet)  COMP
 KV1317  MODELED GRAV-     980,174.2   (mgal)                       NAVD 88
 KV1317
 KV1317  VERT ORDER  -  SECOND    CLASS 0
 KV1317
 KV1317.The horizontal coordinates were scaled from a topographic map and have
 KV1317.an estimated accuracy of +/- 6 seconds.
 KV1317
 KV1317.The orthometric height was determined by differential leveling
 KV1317.and adjusted by the National Geodetic Survey in June 1991..
 KV1317
 KV1317.The geoid height was determined by GEOID03.
 KV1317
 KV1317.The dynamic height is computed by dividing the NAVD 88
 KV1317.geopotential number by the normal gravity value computed on the
 KV1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1317.degrees latitude (g = 980.6199 gals.).
 KV1317
 KV1317.The modeled gravity was interpolated from observed gravity values.
 KV1317
 KV1317;                    North         East    Units  Estimated Accuracy
 KV1317;SPC NJ       -   193,980.      139,610.      MT  (+/- 180 meters Scaled)
 KV1317
 KV1317                          SUPERSEDED SURVEY CONTROL
 KV1317
 KV1317  NGVD 29 (??/??/??)   22.200  (m)           72.83   (f) ADJUSTED    2 0
 KV1317
 KV1317.Superseded values are not recommended for survey control.
 KV1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1317.See file dsdata.txt to determine how the superseded data were derived.
 KV1317
 KV1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK319922(NAD 83)
 KV1317_MARKER: DB = BENCH MARK DISK
 KV1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1317_STAMPING: F 25 1942
 KV1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1317+STABILITY: SURFACE MOTION
 KV1317
 KV1317  HISTORY     - Date     Condition        Report By
 KV1317  HISTORY     - 1942     MONUMENTED       CGS
 KV1317  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 KV1317
 KV1317                          STATION DESCRIPTION
 KV1317
 KV1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1317'1.6 MI NW FROM SOMERVILLE.
 KV1317'1.6 MILES NORTHWEST ALONG STATE HIGHWAY 31 FROM THE
 KV1317'COURTHOUSE AT SOMERVILLE, SOMERSET COUNTY, 158.4 FEET
 KV1317'NORTHEAST OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 29,
 KV1317'25.4 FEET NORTHEAST OF POLE 3527-BWT, 50.9 FEET SOUTHEAST
 KV1317'OF THE CENTERLINE OF STATE HIGHWAY 31, 47.9 FEET NORTHWEST OF
 KV1317'THE CENTERLINE OF STATE HIGHWAY 29, ABOUT LEVEL WITH THE
 KV1317'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
 KV1317
 KV1317                          STATION RECOVERY (2003)
 KV1317
 KV1317'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV1317'DESCRIPTION DID NOT APPLY.  ROUTE CHANGES AND UTILITY POLES HAVE BEEN
 KV1317'RENUMBERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1180 ***********************************************************************
 KV1180  DESIGNATION -  F 26
 KV1180  PID         -  KV1180
 KV1180  STATE/COUNTY-  NJ/SOMERSET
 KV1180  USGS QUAD   -  RARITAN (1981)
 KV1180
 KV1180                         *CURRENT SURVEY CONTROL
 KV1180  ___________________________________________________________________
 KV1180* NAD 83(1986)-  40 34 14.     (N)    074 38 04.     (W)     SCALED    
 KV1180* NAVD 88     -        22.888  (meters)      75.09   (feet)  ADJUSTED  
 KV1180  ___________________________________________________________________
 KV1180  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KV1180  DYNAMIC HT  -          22.877 (meters)      75.06  (feet)  COMP
 KV1180  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 KV1180  OBS GRAVITY -     980,178.8   (mgal)                       GRAV_OBS
 KV1180
 KV1180  VERT ORDER  -  FIRST     CLASS II
 KV1180
 KV1180.The horizontal coordinates were scaled from a topographic map and have
 KV1180.an estimated accuracy of +/- 6 seconds.
 KV1180
 KV1180.The orthometric height was determined by differential leveling
 KV1180.and adjusted by the National Geodetic Survey in June 1991..
 KV1180
 KV1180.The geoid height was determined by GEOID03.
 KV1180
 KV1180.The dynamic height is computed by dividing the NAVD 88
 KV1180.geopotential number by the normal gravity value computed on the
 KV1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1180.degrees latitude (g = 980.6199 gals.).
 KV1180
 KV1180.The modeled gravity was interpolated from observed gravity values.
 KV1180.The observed gravity was obtained from relative gravimeter ties
 KV1180.to the IGSN71 gravity network.
 KV1180
 KV1180;                    North         East    Units  Estimated Accuracy
 KV1180;SPC NJ       -   192,870.      138,620.      MT  (+/- 180 meters Scaled)
 KV1180
 KV1180                          SUPERSEDED SURVEY CONTROL
 KV1180
 KV1180  NGVD 29 (??/??/??)   23.159  (m)           75.98   (f) ADJUSTED    1 2
 KV1180
 KV1180.Superseded values are not recommended for survey control.
 KV1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1180.See file dsdata.txt to determine how the superseded data were derived.
 KV1180
 KV1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK309911(NAD 83)
 KV1180_MARKER: DB = BENCH MARK DISK
 KV1180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1180_SP_SET: STATION
 KV1180_STAMPING: F 26 1942
 KV1180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1180+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005
 KV1180
 KV1180  HISTORY     - Date     Condition        Report By
 KV1180  HISTORY     - 1942     MONUMENTED       CGS
 KV1180  HISTORY     - 1972     GOOD             USGS
 KV1180  HISTORY     - 1976     GOOD             LOCENG
 KV1180  HISTORY     - 1985     GOOD             USPSQD
 KV1180  HISTORY     - 19981115 GOOD             USPSQD
 KV1180  HISTORY     - 20031122 GOOD             USPSQD
 KV1180  HISTORY     - 20050416 GOOD             USPSQD
 KV1180
 KV1180                          STATION DESCRIPTION
 KV1180
 KV1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1180'AT RARITAN.
 KV1180'AT RARITAN, SOMERSET COUNTY, AT THE CENTRAL RAILROAD OF NEW
 KV1180'JERSEY STATION, IN THE NORTH END OF THE WEST FACE OF THE STATION,
 KV1180'AND ABOUT 4 FEET ABOVE THE GROUND.
 KV1180
 KV1180                          STATION RECOVERY (1972)
 KV1180
 KV1180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KV1180'RECOVERED IN GOOD CONDITION.
 KV1180
 KV1180                          STATION RECOVERY (1976)
 KV1180
 KV1180'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 KV1180'RECOVERED IN GOOD CONDITION.
 KV1180
 KV1180                          STATION RECOVERY (1985)
 KV1180
 KV1180'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV1180'THE NAME OF THE RAILROAD HAS BEEN CHANGED FROM THE NEW JERSEY CENTRAL
 KV1180'TO THE NJ TRANSIT.
 KV1180
 KV1180                          STATION RECOVERY (1998)
 KV1180
 KV1180'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV1180'RECOVERED IN GOOD CONDITION.
 KV1180
 KV1180                          STATION RECOVERY (2003)
 KV1180
 KV1180'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV1180'RECOVERED IN GOOD CONDITION.
 KV1180
 KV1180                          STATION RECOVERY (2005)
 KV1180
 KV1180'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 KV1180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1360 ***********************************************************************
 KV1360  DESIGNATION -  F 27
 KV1360  PID         -  KV1360
 KV1360  STATE/COUNTY-  NJ/HUNTERDON
 KV1360  USGS QUAD   -  PITTSTOWN (1970)
 KV1360
 KV1360                         *CURRENT SURVEY CONTROL
 KV1360  ___________________________________________________________________
 KV1360* NAD 83(1986)-  40 34 58.     (N)    074 57 28.     (W)     SCALED    
 KV1360* NAVD 88     -       109.611  (meters)     359.62   (feet)  ADJUSTED  
 KV1360  ___________________________________________________________________
 KV1360  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KV1360  DYNAMIC HT  -         109.559 (meters)     359.44  (feet)  COMP
 KV1360  MODELED GRAV-     980,148.6   (mgal)                       NAVD 88
 KV1360
 KV1360  VERT ORDER  -  SECOND    CLASS 0
 KV1360
 KV1360.The horizontal coordinates were scaled from a topographic map and have
 KV1360.an estimated accuracy of +/- 6 seconds.
 KV1360
 KV1360.The orthometric height was determined by differential leveling
 KV1360.and adjusted by the National Geodetic Survey in June 1991..
 KV1360
 KV1360.The geoid height was determined by GEOID03.
 KV1360
 KV1360.The dynamic height is computed by dividing the NAVD 88
 KV1360.geopotential number by the normal gravity value computed on the
 KV1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1360.degrees latitude (g = 980.6199 gals.).
 KV1360
 KV1360.The modeled gravity was interpolated from observed gravity values.
 KV1360
 KV1360;                    North         East    Units  Estimated Accuracy
 KV1360;SPC NJ       -   194,320.      111,250.      MT  (+/- 180 meters Scaled)
 KV1360
 KV1360                          SUPERSEDED SURVEY CONTROL
 KV1360
 KV1360  NGVD 29 (??/??/??)  109.858  (m)          360.43   (f) ADJUSTED    2 0
 KV1360
 KV1360.Superseded values are not recommended for survey control.
 KV1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1360.See file dsdata.txt to determine how the superseded data were derived.
 KV1360
 KV1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK035924(NAD 83)
 KV1360_MARKER: DB = BENCH MARK DISK
 KV1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1360_STAMPING: F 27 1942
 KV1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1360+STABILITY: SURFACE MOTION
 KV1360
 KV1360  HISTORY     - Date     Condition        Report By
 KV1360  HISTORY     - 1942     MONUMENTED       CGS
 KV1360  HISTORY     - 19950321 MARK NOT FOUND   NJGS
 KV1360  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 KV1360
 KV1360                          STATION DESCRIPTION
 KV1360
 KV1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1360'AT PITTSTOWN.
 KV1360'AT THE NORTH EDGE OF PITTSTOWN, HUNTERDON COUNTY, AT A SMALL CONCRETE
 KV1360'BRIDGE ON STATE HIGHWAY 507, 15 FEET SOUTHEAST OF THE SOUTHEAST
 KV1360'END OF THE EAST WALL, 5 FEET SOUTHEAST OF A 24-INCH MAPLE TREE,
 KV1360'2 FEET WEST OF A WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE
 KV1360'HIGHWAY.
 KV1360
 KV1360                          STATION RECOVERY (1995)
 KV1360
 KV1360'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1360'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A HALF HOUR
 KV1360'SEARCH BY A TWO MAN PARTY.
 KV1360
 KV1360                          STATION RECOVERY (1995)
 KV1360
 KV1360'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1517 ***********************************************************************
 KV1517  DESIGNATION -  F 28
 KV1517  PID         -  KV1517
 KV1517  STATE/COUNTY-  NJ/WARREN
 KV1517  USGS QUAD   -  EASTON (1994)
 KV1517
 KV1517                         *CURRENT SURVEY CONTROL
 KV1517  ___________________________________________________________________
 KV1517* NAD 83(1986)-  40 39 23.     (N)    075 08 17.     (W)     SCALED    
 KV1517* NAVD 88     -        92.973  (meters)     305.03   (feet)  ADJUSTED  
 KV1517  ___________________________________________________________________
 KV1517  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KV1517  DYNAMIC HT  -          92.929 (meters)     304.88  (feet)  COMP
 KV1517  MODELED GRAV-     980,153.6   (mgal)                       NAVD 88
 KV1517
 KV1517  VERT ORDER  -  FIRST     CLASS II
 KV1517
 KV1517.The horizontal coordinates were scaled from a topographic map and have
 KV1517.an estimated accuracy of +/- 6 seconds.
 KV1517
 KV1517.The orthometric height was determined by differential leveling
 KV1517.and adjusted by the National Geodetic Survey in June 1991..
 KV1517
 KV1517.The geoid height was determined by GEOID03.
 KV1517
 KV1517.The dynamic height is computed by dividing the NAVD 88
 KV1517.geopotential number by the normal gravity value computed on the
 KV1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1517.degrees latitude (g = 980.6199 gals.).
 KV1517
 KV1517.The modeled gravity was interpolated from observed gravity values.
 KV1517
 KV1517;                    North         East    Units  Estimated Accuracy
 KV1517;SPC NJ       -   202,590.       96,040.      MT  (+/- 180 meters Scaled)
 KV1517
 KV1517                          SUPERSEDED SURVEY CONTROL
 KV1517
 KV1517  NGVD 29 (??/??/??)   93.187  (m)          305.73   (f) ADJUSTED    1 2
 KV1517
 KV1517.Superseded values are not recommended for survey control.
 KV1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1517.See file dsdata.txt to determine how the superseded data were derived.
 KV1517
 KV1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL883006(NAD 83)
 KV1517_MARKER: DB = BENCH MARK DISK
 KV1517_SETTING: 66 = SET IN ROCK OUTCROP
 KV1517_SP_SET: ROCK OUTCROP
 KV1517_STAMPING: F 28 1942
 KV1517_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV1517+STABILITY: POSITION/ELEVATION WELL
 KV1517
 KV1517  HISTORY     - Date     Condition        Report By
 KV1517  HISTORY     - 1942     MONUMENTED       CGS
 KV1517  HISTORY     - 1954     GOOD             CGS
 KV1517  HISTORY     - 1954     GOOD             CGS
 KV1517
 KV1517                          STATION DESCRIPTION
 KV1517
 KV1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KV1517'1 MI E FROM ALPHA.
 KV1517'1 MILE EAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE
 KV1517'STATION AT VULCANITE, WARREN COUNTY, NEAR ALPHA, 0.4 MILE WEST OF
 KV1517'THE STATION AT SPRINGTOWN, 300 FEET EAST OF MILEPOST 68, 8 RAILS
 KV1517'EAST OF AUTOMATIC SIGNAL 67.1 AND AN OVERHEAD BRIDGE NEAR THE
 KV1517'SIGNAL, IN A ROCK CUT, 7 1/2 FEET SOUTH OF THE SOUTH RAIL, IN
 KV1517'THE SIDE OF A ROCK OUTCROP, AND ABOUT 3 FEET HIGHER THAN THE
 KV1517'TRACK.
 KV1517
 KV1517                          STATION RECOVERY (1954)
 KV1517
 KV1517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KV1517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1694 ***********************************************************************
 KV1694  DESIGNATION -  F 29
 KV1694  PID         -  KV1694
 KV1694  STATE/COUNTY-  NJ/HUNTERDON
 KV1694  USGS QUAD   -  BLOOMSBURY (1970)
 KV1694
 KV1694                         *CURRENT SURVEY CONTROL
 KV1694  ___________________________________________________________________
 KV1694* NAD 83(1986)-  40 38 35.     (N)    075 04 26.     (W)     SCALED    
 KV1694* NAVD 88     -       272.030  (meters)     892.49   (feet)  ADJUSTED  
 KV1694  ___________________________________________________________________
 KV1694  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KV1694  DYNAMIC HT  -         271.897 (meters)     892.05  (feet)  COMP
 KV1694  MODELED GRAV-     980,128.9   (mgal)                       NAVD 88
 KV1694
 KV1694  VERT ORDER  -  FIRST     CLASS II
 KV1694
 KV1694.The horizontal coordinates were scaled from a topographic map and have
 KV1694.an estimated accuracy of +/- 6 seconds.
 KV1694
 KV1694.The orthometric height was determined by differential leveling
 KV1694.and adjusted by the National Geodetic Survey in June 1991..
 KV1694
 KV1694.The geoid height was determined by GEOID03.
 KV1694
 KV1694.The dynamic height is computed by dividing the NAVD 88
 KV1694.geopotential number by the normal gravity value computed on the
 KV1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1694.degrees latitude (g = 980.6199 gals.).
 KV1694
 KV1694.The modeled gravity was interpolated from observed gravity values.
 KV1694
 KV1694;                    North         East    Units  Estimated Accuracy
 KV1694;SPC NJ       -   201,070.      101,460.      MT  (+/- 180 meters Scaled)
 KV1694
 KV1694                          SUPERSEDED SURVEY CONTROL
 KV1694
 KV1694  NGVD 29 (01/10/92)  272.252  (m)          893.21   (f) ADJUSTED    1 2
 KV1694
 KV1694.Superseded values are not recommended for survey control.
 KV1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1694.See file dsdata.txt to determine how the superseded data were derived.
 KV1694
 KV1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK937991(NAD 83)
 KV1694_MARKER: DB = BENCH MARK DISK
 KV1694_SETTING: 0 = UNSPECIFIED SETTING
 KV1694_STAMPING: F 29 1942
 KV1694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1694
 KV1694  HISTORY     - Date     Condition        Report By
 KV1694  HISTORY     - 1942     MONUMENTED       CGS
 KV1694  HISTORY     - 1978     GOOD             NGS
 KV1694  HISTORY     - 19970126 MARK NOT FOUND   USPSQD
 KV1694
 KV1694                          STATION DESCRIPTION
 KV1694
 KV1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1694'1.2 MI SE FROM BLOOMSBURY.
 KV1694'1.2 MILES SOUTHEAST ALONG A TAR ROAD FROM THE CENTRAL RAILROAD
 KV1694'OF NEW JERSEY CROSSING AT BLOOMSBURY, HUNTERDON COUNTY, AT THE
 KV1694'TOP OF A LONG HILL, NEAR TWO HOUSES, 95 FEET EAST OF THE
 KV1694'NORTHEAST CORNER OF A WHITE HOUSE, 28 FEET NORTH OF THE
 KV1694'CENTERLINE OF THE ROAD, 5 FEET NORTHWEST OF A SMALL MAPLE TREE,
 KV1694'3 FEET SOUTHEAST OF A WITNESS POST, AND 2 FEET EAST OF THE EAST
 KV1694'GARDEN FENCE.
 KV1694
 KV1694                          STATION RECOVERY (1978)
 KV1694
 KV1694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1694'RECOVERED IN GOOD CONDITION.
 KV1694
 KV1694                          STATION RECOVERY (1997)
 KV1694
 KV1694'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV1694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0693 ***********************************************************************
 JU0693  DESIGNATION -  F 3
 JU0693  PID         -  JU0693
 JU0693  STATE/COUNTY-  NJ/CAMDEN
 JU0693  USGS QUAD   -  CAMDEN (1995)
 JU0693
 JU0693                         *CURRENT SURVEY CONTROL
 JU0693  ___________________________________________________________________
 JU0693* NAD 83(1986)-  39 57 05.     (N)    075 05 26.     (W)     SCALED    
 JU0693* NAVD 88     -         8.903  (meters)      29.21   (feet)  ADJUSTED  
 JU0693  ___________________________________________________________________
 JU0693  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU0693  DYNAMIC HT  -           8.899 (meters)      29.20  (feet)  COMP
 JU0693  MODELED GRAV-     980,188.8   (mgal)                       NAVD 88
 JU0693
 JU0693  VERT ORDER  -  FIRST     CLASS I
 JU0693
 JU0693.The horizontal coordinates were scaled from a topographic map and have
 JU0693.an estimated accuracy of +/- 6 seconds.
 JU0693
 JU0693.The orthometric height was determined by differential leveling
 JU0693.and adjusted by the National Geodetic Survey in June 1991..
 JU0693
 JU0693.The geoid height was determined by GEOID03.
 JU0693
 JU0693.The dynamic height is computed by dividing the NAVD 88
 JU0693.geopotential number by the normal gravity value computed on the
 JU0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0693.degrees latitude (g = 980.6199 gals.).
 JU0693
 JU0693.The modeled gravity was interpolated from observed gravity values.
 JU0693
 JU0693;                    North         East    Units  Estimated Accuracy
 JU0693;SPC NJ       -   124,280.       99,540.      MT  (+/- 180 meters Scaled)
 JU0693
 JU0693                          SUPERSEDED SURVEY CONTROL
 JU0693
 JU0693  NGVD 29 (??/??/??)    9.241  (m)           30.32   (f) ADJUSTED    1 1
 JU0693
 JU0693.Superseded values are not recommended for survey control.
 JU0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0693.See file dsdata.txt to determine how the superseded data were derived.
 JU0693
 JU0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK922223(NAD 83)
 JU0693_MARKER: DB = BENCH MARK DISK
 JU0693_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0693_SP_SET: OVERPASS
 JU0693_STAMPING: 30.410 F 3 1924
 JU0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0693
 JU0693  HISTORY     - Date     Condition        Report By
 JU0693  HISTORY     - 1924     MONUMENTED       CGS
 JU0693  HISTORY     - 1963     GOOD             CGS
 JU0693
 JU0693                          STATION DESCRIPTION
 JU0693
 JU0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0693'1.3 MI NE FROM CAMDEN.
 JU0693'1.3 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU0693'CENTER JUNCTION TOWER AT CAMDEN, ABOUT 2.35 MILES SOUTHWEST ALONG
 JU0693'THE PENNSYLVANIA RAILROAD FROM THE STATION AT DELAIR, AT PAVONIA,
 JU0693'AT THE OVERPASS OF 27TH STREET OVER RAILROAD, SET ON TOP OF THE
 JU0693'EAST CORNER OF THE NORTHEAST END OF THE MOST NORTHWESTERN CONCRETE
 JU0693'BASE FOR THE OVERPASS SUPPORTS, 10 FEET NORTHWEST OF NORTHWEST
 JU0693'RAIL, 1.5 FEET SOUTHWEST OF NORTHEAST END OF BASE, AND 3 FEET
 JU0693'ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1344 ***********************************************************************
 KV1344  DESIGNATION -  F 30
 KV1344  PID         -  KV1344
 KV1344  STATE/COUNTY-  NJ/SOMERSET
 KV1344  USGS QUAD   -  GLADSTONE (1995)
 KV1344
 KV1344                         *CURRENT SURVEY CONTROL
 KV1344  ___________________________________________________________________
 KV1344* NAD 83(1986)-  40 43 06.     (N)    074 41 20.     (W)     SCALED    
 KV1344* NAVD 88     -       137.438  (meters)     450.91   (feet)  ADJUSTED  
 KV1344  ___________________________________________________________________
 KV1344  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KV1344  DYNAMIC HT  -         137.377 (meters)     450.71  (feet)  COMP
 KV1344  MODELED GRAV-     980,174.0   (mgal)                       NAVD 88
 KV1344
 KV1344  VERT ORDER  -  SECOND    CLASS 0
 KV1344
 KV1344.The horizontal coordinates were scaled from a topographic map and have
 KV1344.an estimated accuracy of +/- 6 seconds.
 KV1344
 KV1344.The orthometric height was determined by differential leveling
 KV1344.and adjusted by the National Geodetic Survey in June 1991..
 KV1344
 KV1344.The geoid height was determined by GEOID03.
 KV1344
 KV1344.The dynamic height is computed by dividing the NAVD 88
 KV1344.geopotential number by the normal gravity value computed on the
 KV1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1344.degrees latitude (g = 980.6199 gals.).
 KV1344
 KV1344.The modeled gravity was interpolated from observed gravity values.
 KV1344
 KV1344;                    North         East    Units  Estimated Accuracy
 KV1344;SPC NJ       -   209,290.      134,040.      MT  (+/- 180 meters Scaled)
 KV1344
 KV1344                          SUPERSEDED SURVEY CONTROL
 KV1344
 KV1344  NGVD 29 (??/??/??)  137.682  (m)          451.71   (f) ADJUSTED    2 0
 KV1344
 KV1344.Superseded values are not recommended for survey control.
 KV1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1344.See file dsdata.txt to determine how the superseded data were derived.
 KV1344
 KV1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL262075(NAD 83)
 KV1344_MARKER: DB = BENCH MARK DISK
 KV1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1344_STAMPING: F 30 1942
 KV1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1344+STABILITY: SURFACE MOTION
 KV1344
 KV1344  HISTORY     - Date     Condition        Report By
 KV1344  HISTORY     - 1942     MONUMENTED       CGS
 KV1344  HISTORY     - 19940507 MARK NOT FOUND   USPSQD
 KV1344  HISTORY     - 20050918 GOOD             GEOCAC
 KV1344
 KV1344                          STATION DESCRIPTION
 KV1344
 KV1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1344'2.8 MI SE FROM POTTERSVILLE.
 KV1344'2.8 MILES SOUTHEAST ALONG A MACDAM ROAD FROM THE POTTERSVILLE
 KV1344'REFORMED CHURCH AT POTTERSVILLE, SOMERSET COUNTY, 175 FEET SOUTH
 KV1344'ACROSS THE ROAD FROM THE SOUTH CORNER OF A 2-STORY BROWN HOUSE,
 KV1344'10.2 FEET SOUTHWEST OF POLE BDR-70020, 27.4 FEET SOUTH OF THE
 KV1344'CENTERLINE OF THE ROAD, 2 FEET FROM A WHITE WOODEN WITNESS POST
 KV1344'PAINTED USBM AND ABOUT 5 FEET HIGHER THAN THE ROAD.
 KV1344
 KV1344                          STATION RECOVERY (1994)
 KV1344
 KV1344'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1344'MARK NOT FOUND.
 KV1344
 KV1344                          STATION RECOVERY (2005)
 KV1344
 KV1344'RECOVERY NOTE BY GEOCACHING 2005 (JRI)
 KV1344'THE HOUSE AND UTILITY POLE TIES ARE STILL VALID.  HANDHELD GPS
 KV1344'COORDINATES WERE 40 43 07.4 (N)  074 41 18.5 (W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0478 ***********************************************************************
 LY0478  DESIGNATION -  F 31
 LY0478  PID         -  LY0478
 LY0478  STATE/COUNTY-  NJ/SUSSEX
 LY0478  USGS QUAD   -  GREENWOOD LAKE (1954)
 LY0478
 LY0478                         *CURRENT SURVEY CONTROL
 LY0478  ___________________________________________________________________
 LY0478* NAD 83(1986)-  41 08 02.     (N)    074 15 28.     (W)     SCALED    
 LY0478* NAVD 88     -       111.823  (meters)     366.87   (feet)  ADJUSTED  
 LY0478  ___________________________________________________________________
 LY0478  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LY0478  DYNAMIC HT  -         111.777 (meters)     366.72  (feet)  COMP
 LY0478  MODELED GRAV-     980,213.6   (mgal)                       NAVD 88
 LY0478
 LY0478  VERT ORDER  -  SECOND    CLASS 0
 LY0478
 LY0478.The horizontal coordinates were scaled from a topographic map and have
 LY0478.an estimated accuracy of +/- 6 seconds.
 LY0478
 LY0478.The orthometric height was determined by differential leveling
 LY0478.and adjusted by the National Geodetic Survey in June 1991..
 LY0478
 LY0478.The geoid height was determined by GEOID03.
 LY0478
 LY0478.The dynamic height is computed by dividing the NAVD 88
 LY0478.geopotential number by the normal gravity value computed on the
 LY0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0478.degrees latitude (g = 980.6199 gals.).
 LY0478
 LY0478.The modeled gravity was interpolated from observed gravity values.
 LY0478
 LY0478;                    North         East    Units  Estimated Accuracy
 LY0478;SPC NJ       -   255,440.      170,340.      MT  (+/- 180 meters Scaled)
 LY0478
 LY0478                          SUPERSEDED SURVEY CONTROL
 LY0478
 LY0478  NGVD 29 (??/??/92)  112.063  (m)          367.66   (f) ADJ UNCH    2 0
 LY0478
 LY0478.Superseded values are not recommended for survey control.
 LY0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0478.See file dsdata.txt to determine how the superseded data were derived.
 LY0478
 LY0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL622538(NAD 83)
 LY0478_MARKER: DB = BENCH MARK DISK
 LY0478_SETTING: 66 = SET IN ROCK OUTCROP
 LY0478_SP_SET: ROCK OUTCROP
 LY0478_STAMPING: F 31 1942
 LY0478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0478+STABILITY: POSITION/ELEVATION WELL
 LY0478
 LY0478  HISTORY     - Date     Condition        Report By
 LY0478  HISTORY     - 1942     MONUMENTED       CGS
 LY0478  HISTORY     - 1984     GOOD             LOCENG
 LY0478  HISTORY     - 1985     GOOD             USPSQD
 LY0478  HISTORY     - 20060423 GOOD             GEOCAC
 LY0478
 LY0478                          STATION DESCRIPTION
 LY0478
 LY0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0478'0.9 MI NE FROM RINGWOOD.
 LY0478'0.9 MILE NORTHEAST ALONG A SURFACED ROAD FROM THE POST OFFICE AT
 LY0478'RINGWOOD, PASSAIC COUNTY, AT THE CENTER OF THE WYE ENTRANCE TO
 LY0478'THE GREEN ENGINEERING CAMP, 59 FEET SOUTHWEST OF THE WEST END
 LY0478'OF A STONE FENCE, 47 FEET NORTHWEST OF THE CENTERLINE OF THE MAIN
 LY0478'ROAD, IN THE TOP OF THE NORTHEAST END OF A ROCK OUTCROP, AND
 LY0478'ABOUT 3 FEET HIGHER THAN THE ROAD.
 LY0478
 LY0478                          STATION RECOVERY (1984)
 LY0478
 LY0478'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984
 LY0478'RECOVERED IN GOOD CONDITION.
 LY0478
 LY0478                          STATION RECOVERY (1985)
 LY0478
 LY0478'RECOVERY NOTE BY US POWER SQUADRON 1985
 LY0478'MARK IS IN PASSAIC COUNTY, NOT SUSSEX AS LISTED. POST OFFICE HAS
 LY0478'MOVED. COOPER UNION HAS SOLD GREEN ENGINEERING CAMP TO STATE, AND IT
 LY0478'IS PRESENTLY A JUVINILE CORRECTIONS FACILITY. CHANGES: IN RINGWOOD,
 LY0478'PASSAIC COUNTY, ABOUT 0.5 MILES NORTHEAST OF INTERSECTION OF MARGARET
 LY0478'KING AVENUE AND SLOATSBURG ROAD, ALONG SLOATSBURG ROAD, AT CENTER OF
 LY0478'THE WYE ENTRANCE AT FARM ROAD, 59 FEET SOUTHWEST.
 LY0478
 LY0478                          STATION RECOVERY (2006)
 LY0478
 LY0478'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0494 ***********************************************************************
 LY0494  DESIGNATION -  F 32
 LY0494  PID         -  LY0494
 LY0494  STATE/COUNTY-  NJ/SUSSEX
 LY0494  USGS QUAD   -  WAWAYANDA (1994)
 LY0494
 LY0494                         *CURRENT SURVEY CONTROL
 LY0494  ___________________________________________________________________
 LY0494* NAD 83(1986)-  41 11 20.     (N)    074 29 00.     (W)     SCALED    
 LY0494* NAVD 88     -       239.549  (meters)     785.92   (feet)  ADJUSTED  
 LY0494  ___________________________________________________________________
 LY0494  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 LY0494  DYNAMIC HT  -         239.446 (meters)     785.58  (feet)  COMP
 LY0494  MODELED GRAV-     980,187.3   (mgal)                       NAVD 88
 LY0494
 LY0494  VERT ORDER  -  SECOND    CLASS 0
 LY0494
 LY0494.The horizontal coordinates were scaled from a topographic map and have
 LY0494.an estimated accuracy of +/- 6 seconds.
 LY0494
 LY0494.The orthometric height was determined by differential leveling
 LY0494.and adjusted by the National Geodetic Survey in June 1991..
 LY0494
 LY0494.The geoid height was determined by GEOID03.
 LY0494
 LY0494.The dynamic height is computed by dividing the NAVD 88
 LY0494.geopotential number by the normal gravity value computed on the
 LY0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0494.degrees latitude (g = 980.6199 gals.).
 LY0494
 LY0494.The modeled gravity was interpolated from observed gravity values.
 LY0494
 LY0494;                    North         East    Units  Estimated Accuracy
 LY0494;SPC NJ       -   261,520.      151,400.      MT  (+/- 180 meters Scaled)
 LY0494
 LY0494                          SUPERSEDED SURVEY CONTROL
 LY0494
 LY0494  NGVD 29 (??/??/92)  239.758  (m)          786.61   (f) ADJ UNCH    2 0
 LY0494
 LY0494.Superseded values are not recommended for survey control.
 LY0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0494.See file dsdata.txt to determine how the superseded data were derived.
 LY0494
 LY0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL433598(NAD 83)
 LY0494_MARKER: DB = BENCH MARK DISK
 LY0494_SETTING: 66 = SET IN ROCK OUTCROP
 LY0494_SP_SET: ROCK OUTCROP
 LY0494_STAMPING: F 32 1942
 LY0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0494+STABILITY: POSITION/ELEVATION WELL
 LY0494
 LY0494  HISTORY     - Date     Condition        Report By
 LY0494  HISTORY     - 1942     MONUMENTED       CGS
 LY0494
 LY0494                          STATION DESCRIPTION
 LY0494
 LY0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0494'0.8 MI E FROM VERNON.
 LY0494'0.8 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 LY0494'VERNON, SUSSEX COUNTY, 100 FEET SOUTH OF A SMALL COTTAGE, 82
 LY0494'FEET WEST OF THE CENTERLINE OF A SIDE ROAD ALONG A CREEK, 13
 LY0494'FEET SOUTH OF THE CENTERLINE OF THE MAIN ROAD, 13 FEET NORTHEAST
 LY0494'OF A TRIANGULAR-BLAZED 14-INCH HICKORY TREE, IN A LARGE ROCK
 LY0494'OUTCROP PAINTED BM, AND ABOUT 3 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0495 ***********************************************************************
 LY0495  DESIGNATION -  F 32 RESET 1959
 LY0495  PID         -  LY0495
 LY0495  STATE/COUNTY-  NJ/SUSSEX
 LY0495  USGS QUAD   -  WAWAYANDA (1994)
 LY0495
 LY0495                         *CURRENT SURVEY CONTROL
 LY0495  ___________________________________________________________________
 LY0495* NAD 83(1986)-  41 11 20.     (N)    074 29 00.     (W)     SCALED    
 LY0495* NAVD 88     -       236.60   (meters)     776.2    (feet)  RESET     
 LY0495  ___________________________________________________________________
 LY0495  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 LY0495
 LY0495  VERT ORDER  -  THIRD
 LY0495
 LY0495.The horizontal coordinates were scaled from a topographic map and have
 LY0495.an estimated accuracy of +/- 6 seconds.
 LY0495
 LY0495.The orthometric height was computed from unverified reset data.
 LY0495
 LY0495.The geoid height was determined by GEOID03.
 LY0495
 LY0495;                    North         East    Units  Estimated Accuracy
 LY0495;SPC NJ       -   261,520.      151,400.      MT  (+/- 180 meters Scaled)
 LY0495
 LY0495                          SUPERSEDED SURVEY CONTROL
 LY0495
 LY0495  NGVD 29 (??/??/??)  236.81   (m)          776.9    (f) RESET       3  
 LY0495
 LY0495.Superseded values are not recommended for survey control.
 LY0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0495.See file dsdata.txt to determine how the superseded data were derived.
 LY0495
 LY0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL433598(NAD 83)
 LY0495_MARKER: DB = BENCH MARK DISK
 LY0495_SETTING: 80 = SET IN A BOULDER
 LY0495_SP_SET: BOULDER
 LY0495_STAMPING: F 32 RESET 1959
 LY0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0495+STABILITY: SURFACE MOTION
 LY0495
 LY0495  HISTORY     - Date     Condition        Report By
 LY0495  HISTORY     - 1959     MONUMENTED       LOCENG
 LY0495
 LY0495                          STATION DESCRIPTION
 LY0495
 LY0495'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 LY0495'0.8 MI S FROM VERNON.
 LY0495'ABOUT 0.8 MILE SOUTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 LY0495'AT VERNON, SUSSEX COUNTY, ABOUT 70 FEET SOUTH OF A SMALL COTTAGE,
 LY0495'127 FEET WEST OF THE CENTERLINE OF A SIDE ROAD, 2 FEET 8 INCHES
 LY0495'SOUTH OF A TELEPHONE POLE MARKED VP 121, 5.0 FEET NORTH OF THE
 LY0495'EDGE OF THE MAIN ROAD AND IN A LARGE BOULDER ABOUT A FOOT LOWER
 LY0495'THAN THE ROAD, AND SET IN A DRILL HOLE STAMPED F 32 RESET 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0461 ***********************************************************************
 LY0461  DESIGNATION -  F 33
 LY0461  PID         -  LY0461
 LY0461  STATE/COUNTY-  NJ/PASSAIC
 LY0461  USGS QUAD   -  WANAQUE (1971)
 LY0461
 LY0461                         *CURRENT SURVEY CONTROL
 LY0461  ___________________________________________________________________
 LY0461* NAD 83(1986)-  41 06 18.     (N)    074 16 20.     (W)     SCALED    
 LY0461* NAVD 88     -        93.633  (meters)     307.19   (feet)  ADJUSTED  
 LY0461  ___________________________________________________________________
 LY0461  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 LY0461  DYNAMIC HT  -          93.595 (meters)     307.07  (feet)  COMP
 LY0461  MODELED GRAV-     980,214.8   (mgal)                       NAVD 88
 LY0461
 LY0461  VERT ORDER  -  SECOND    CLASS 0
 LY0461
 LY0461.The horizontal coordinates were scaled from a topographic map and have
 LY0461.an estimated accuracy of +/- 6 seconds.
 LY0461
 LY0461.The orthometric height was determined by differential leveling
 LY0461.and adjusted by the National Geodetic Survey in June 1991..
 LY0461
 LY0461.The geoid height was determined by GEOID03.
 LY0461
 LY0461.The dynamic height is computed by dividing the NAVD 88
 LY0461.geopotential number by the normal gravity value computed on the
 LY0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0461.degrees latitude (g = 980.6199 gals.).
 LY0461
 LY0461.The modeled gravity was interpolated from observed gravity values.
 LY0461
 LY0461;                    North         East    Units  Estimated Accuracy
 LY0461;SPC NJ       -   252,230.      169,130.      MT  (+/- 180 meters Scaled)
 LY0461
 LY0461                          SUPERSEDED SURVEY CONTROL
 LY0461
 LY0461  NGVD 29 (??/??/92)   93.874  (m)          307.98   (f) ADJ UNCH    2 0
 LY0461
 LY0461.Superseded values are not recommended for survey control.
 LY0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0461.See file dsdata.txt to determine how the superseded data were derived.
 LY0461
 LY0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL611506(NAD 83)
 LY0461_MARKER: DB = BENCH MARK DISK
 LY0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0461_STAMPING: F 33 1942
 LY0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0461+STABILITY: SURFACE MOTION
 LY0461
 LY0461  HISTORY     - Date     Condition        Report By
 LY0461  HISTORY     - 1942     MONUMENTED       CGS
 LY0461  HISTORY     - 19940805 MARK NOT FOUND   USPSQD
 LY0461
 LY0461                          STATION DESCRIPTION
 LY0461
 LY0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0461'2.2 MI S FROM RINGWOOD.
 LY0461'ABOUT 2.2 MILES SOUTH ALONG A BLACK-TOP ROAD FROM THE POST OFFICE
 LY0461'AT RINGWOOD, PASSAIC COUNTY, AT THE INTERSECTION OF STATE
 LY0461'HIGHWAY 532, 36 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LY0461'36 FEET WEST OF THE CENTER LINE OF THE BLACK-TOP ROAD, AND 1.5
 LY0461'FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 LY0461'STAMPED F 33 1942 AND SET IN THE TOP OF A CONCRETE POST.
 LY0461
 LY0461                          STATION RECOVERY (1994)
 LY0461
 LY0461'RECOVERY NOTE BY US POWER SQUADRON 1994
 LY0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0837 ***********************************************************************
 LY0837  DESIGNATION -  F 34
 LY0837  PID         -  LY0837
 LY0837  STATE/COUNTY-  NJ/SUSSEX
 LY0837  USGS QUAD   -  BRANCHVILLE (1995)
 LY0837
 LY0837                         *CURRENT SURVEY CONTROL
 LY0837  ___________________________________________________________________
 LY0837* NAD 83(1986)-  41 09 00.     (N)    074 41 27.     (W)     SCALED    
 LY0837* NAVD 88     -       134.789  (meters)     442.22   (feet)  ADJUSTED  
 LY0837  ___________________________________________________________________
 LY0837  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 LY0837  DYNAMIC HT  -         134.732 (meters)     442.03  (feet)  COMP
 LY0837  MODELED GRAV-     980,201.2   (mgal)                       NAVD 88
 LY0837
 LY0837  VERT ORDER  -  SECOND    CLASS 0
 LY0837
 LY0837.The horizontal coordinates were scaled from a topographic map and have
 LY0837.an estimated accuracy of +/- 6 seconds.
 LY0837
 LY0837.The orthometric height was determined by differential leveling
 LY0837.and adjusted by the National Geodetic Survey in June 1991..
 LY0837
 LY0837.The geoid height was determined by GEOID03.
 LY0837
 LY0837.The dynamic height is computed by dividing the NAVD 88
 LY0837.geopotential number by the normal gravity value computed on the
 LY0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0837.degrees latitude (g = 980.6199 gals.).
 LY0837
 LY0837.The modeled gravity was interpolated from observed gravity values.
 LY0837
 LY0837;                    North         East    Units  Estimated Accuracy
 LY0837;SPC NJ       -   257,220.      133,980.      MT  (+/- 180 meters Scaled)
 LY0837
 LY0837                          SUPERSEDED SURVEY CONTROL
 LY0837
 LY0837  NGVD 29 (??/??/92)  134.988  (m)          442.87   (f) ADJ UNCH    2 0
 LY0837
 LY0837.Superseded values are not recommended for survey control.
 LY0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0837.See file dsdata.txt to determine how the superseded data were derived.
 LY0837
 LY0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL259554(NAD 83)
 LY0837_MARKER: DB = BENCH MARK DISK
 LY0837_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0837_SP_SET: BRIDGE
 LY0837_STAMPING: F 34 1942
 LY0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0837
 LY0837  HISTORY     - Date     Condition        Report By
 LY0837  HISTORY     - 1942     MONUMENTED       CGS
 LY0837
 LY0837                          STATION DESCRIPTION
 LY0837
 LY0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0837'1.3 MI SW FROM PELLETTOWN.
 LY0837'1.3 MILES SOUTHWEST ALONG THE LEHIGH AND NEW ENGLAND RAILROAD
 LY0837'FROM THE STATION AT PELLETTOWN, 3 RAILS SOUTHWEST OF A GRAVEL
 LY0837'ROAD CROSSING, AT A CONCRETE BRIDGE.  A STANDARD DISK, SET IN
 LY0837'THE TOP OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT, AND
 LY0837'5.0 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0804 ***********************************************************************
 LY0804  DESIGNATION -  F 35
 LY0804  PID         -  LY0804
 LY0804  STATE/COUNTY-  NJ/SUSSEX
 LY0804  USGS QUAD   -  CULVERS GAP (1997)
 LY0804
 LY0804                         *CURRENT SURVEY CONTROL
 LY0804  ___________________________________________________________________
 LY0804* NAD 83(1986)-  41 09 14.     (N)    074 46 23.     (W)     SCALED    
 LY0804* NAVD 88     -       233.013  (meters)     764.48   (feet)  ADJUSTED  
 LY0804  ___________________________________________________________________
 LY0804  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 LY0804  DYNAMIC HT  -         232.910 (meters)     764.14  (feet)  COMP
 LY0804  MODELED GRAV-     980,179.6   (mgal)                       NAVD 88
 LY0804
 LY0804  VERT ORDER  -  SECOND    CLASS 0
 LY0804
 LY0804.The horizontal coordinates were scaled from a topographic map and have
 LY0804.an estimated accuracy of +/- 6 seconds.
 LY0804
 LY0804.The orthometric height was determined by differential leveling
 LY0804.and adjusted by the National Geodetic Survey in June 1991..
 LY0804
 LY0804.The geoid height was determined by GEOID03.
 LY0804
 LY0804.The dynamic height is computed by dividing the NAVD 88
 LY0804.geopotential number by the normal gravity value computed on the
 LY0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0804.degrees latitude (g = 980.6199 gals.).
 LY0804
 LY0804.The modeled gravity was interpolated from observed gravity values.
 LY0804
 LY0804;                    North         East    Units  Estimated Accuracy
 LY0804;SPC NJ       -   257,670.      127,080.      MT  (+/- 180 meters Scaled)
 LY0804
 LY0804                          SUPERSEDED SURVEY CONTROL
 LY0804
 LY0804  NGVD 29 (??/??/92)  233.204  (m)          765.10   (f) ADJ UNCH    2 0
 LY0804
 LY0804.Superseded values are not recommended for survey control.
 LY0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0804.See file dsdata.txt to determine how the superseded data were derived.
 LY0804
 LY0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL190558(NAD 83)
 LY0804_MARKER: DB = BENCH MARK DISK
 LY0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0804_STAMPING: F 35 1942
 LY0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0804+STABILITY: SURFACE MOTION
 LY0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0804+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 LY0804
 LY0804  HISTORY     - Date     Condition        Report By
 LY0804  HISTORY     - 1942     MONUMENTED       CGS
 LY0804  HISTORY     - 1954     MARK NOT FOUND   USGS
 LY0804  HISTORY     - 20060807 GOOD             GEOCAC
 LY0804
 LY0804                          STATION DESCRIPTION
 LY0804
 LY0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0804'1.9 MI NW FROM BRANCHVILLE.
 LY0804'1.9 MILES NORTHWEST ALONG STATE HIGHWAY NO. S 31 FROM THE
 LY0804'HIGHWAY BRIDGE OVER THE D.L. AND W. RAILROAD ON THE SOUTH EDGE
 LY0804'OF BRANCHVILLE, AT THE SOUTHEAST END OF A 30-FOOT FILL, 66 FEET
 LY0804'SOUTH OF THE SOUTHEAST END OF A ROADWAY CABLE GUARD WALL, 52
 LY0804'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET
 LY0804'SOUTH OF AN 8-INCH TRIANGLE-BLAZED OAK TREE, 6 FEET EAST OF A
 LY0804'6-INCH TRIANGLE-BLAZED OAK TREE, 1.9 FEET NORTHEAST OF THE
 LY0804'RIGHT-OF-WAY FENCE, AND 1.2 FEET NORTHWEST OF A STANDARD REFERENCE
 LY0804'POST.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 LY0804
 LY0804                          STATION RECOVERY (1954)
 LY0804
 LY0804'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LY0804'MARK NOT FOUND.
 LY0804
 LY0804                          STATION RECOVERY (2006)
 LY0804
 LY0804'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0804'SOUTH OF US RTE 206, FRANKFORD TOWNSHIP, NJ.  THE STATION IS LOCATED
 LY0804'SOUTHEAST OF THE GUARDRAIL, NOT SOUTH, AND WEST OF THE PROJECTION OF
 LY0804'THE INTERSECTION WITH RIDGE ROAD.  THE ONLY REMNANTS OF THE
 LY0804'RIGHT-OF-WAY FENCE ARE STRANDS OF BARBED WIRE.  HAND-HELD GPS
 LY0804'COODINATES N 41 09.236 W 74 46.376.  DISK IS IN GOOD CONDITION. THE
 LY0804'CONCRETE POST PROJECTS EIGHT INCHES FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0718 ***********************************************************************
 KV0718  DESIGNATION -  F 36
 KV0718  PID         -  KV0718
 KV0718  STATE/COUNTY-  NJ/MONMOUTH
 KV0718  USGS QUAD   -  SANDY HOOK (1981)
 KV0718
 KV0718                         *CURRENT SURVEY CONTROL
 KV0718  ___________________________________________________________________
 KV0718* NAD 83(1986)-  40 24 31.     (N)    074 00 07.     (W)     SCALED    
 KV0718* NAVD 88     -         2.256  (meters)       7.40   (feet)  ADJUSTED  
 KV0718  ___________________________________________________________________
 KV0718  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KV0718  DYNAMIC HT  -           2.255 (meters)       7.40  (feet)  COMP
 KV0718  MODELED GRAV-     980,192.9   (mgal)                       NAVD 88
 KV0718
 KV0718  VERT ORDER  -  FIRST     CLASS II
 KV0718
 KV0718.The horizontal coordinates were scaled from a topographic map and have
 KV0718.an estimated accuracy of +/- 6 seconds.
 KV0718
 KV0718.The orthometric height was determined by differential leveling
 KV0718.and adjusted by the National Geodetic Survey in June 1991..
 KV0718
 KV0718.The geoid height was determined by GEOID03.
 KV0718
 KV0718.The dynamic height is computed by dividing the NAVD 88
 KV0718.geopotential number by the normal gravity value computed on the
 KV0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0718.degrees latitude (g = 980.6199 gals.).
 KV0718
 KV0718.The modeled gravity was interpolated from observed gravity values.
 KV0718
 KV0718;                    North         East    Units  Estimated Accuracy
 KV0718;SPC NJ       -   175,000.      192,270.      MT  (+/- 180 meters Scaled)
 KV0718
 KV0718                          SUPERSEDED SURVEY CONTROL
 KV0718
 KV0718  NGVD 29 (04/16/92)    2.581  (m)            8.47   (f) ADJUSTED    1 2
 KV0718
 KV0718.Superseded values are not recommended for survey control.
 KV0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0718.See file dsdata.txt to determine how the superseded data were derived.
 KV0718
 KV0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK846735(NAD 83)
 KV0718_MARKER: DB = BENCH MARK DISK
 KV0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0718_STAMPING: F 36 1952
 KV0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0718+STABILITY: SURFACE MOTION
 KV0718
 KV0718  HISTORY     - Date     Condition        Report By
 KV0718  HISTORY     - 1952     MONUMENTED       CGS
 KV0718  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0718  HISTORY     - 19920722 MARK NOT FOUND   USPSQD
 KV0718
 KV0718                          STATION DESCRIPTION
 KV0718
 KV0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0718'AT WATER WITCH.
 KV0718'AT WATER WITCH, ABOUT 0.4 MILE NORTHWEST ALONG THE CENTRAL
 KV0718'RAILROAD OF NEW JERSEY FROM THE STATION, AT A GRAVEL STREET
 KV0718'CROSSING, 22 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 36
 KV0718'FEET NORTHWEST OF CENTER LINE OF STREET, 1 1/2 FEET NORTH OF A
 KV0718'TRACK, ABOUT 1 FOOT ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A
 KV0718'CONCRETE POST PROJECTING 2 INCHES.
 KV0718
 KV0718                          STATION RECOVERY (1964)
 KV0718
 KV0718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0718'MARK NOT FOUND.
 KV0718
 KV0718                          STATION RECOVERY (1992)
 KV0718
 KV0718'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0205 ***********************************************************************
 KV0205  DESIGNATION -  F 37
 KV0205  PID         -  KV0205
 KV0205  STATE/COUNTY-  NJ/MIDDLESEX
 KV0205  USGS QUAD   -  ARTHUR KILL (1981)
 KV0205
 KV0205                         *CURRENT SURVEY CONTROL
 KV0205  ___________________________________________________________________
 KV0205* NAD 83(1986)-  40 34 07.     (N)    074 14 41.     (W)     SCALED    
 KV0205* NAVD 88     -         1.535  (meters)       5.04   (feet)  ADJUSTED  
 KV0205  ___________________________________________________________________
 KV0205  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KV0205  DYNAMIC HT  -           1.534 (meters)       5.03  (feet)  COMP
 KV0205  MODELED GRAV-     980,218.6   (mgal)                       NAVD 88
 KV0205
 KV0205  VERT ORDER  -  FIRST     CLASS II
 KV0205
 KV0205.The horizontal coordinates were scaled from a topographic map and have
 KV0205.an estimated accuracy of +/- 6 seconds.
 KV0205
 KV0205.The orthometric height was determined by differential leveling
 KV0205.and adjusted by the National Geodetic Survey in June 1991..
 KV0205
 KV0205.The geoid height was determined by GEOID03.
 KV0205
 KV0205.The dynamic height is computed by dividing the NAVD 88
 KV0205.geopotential number by the normal gravity value computed on the
 KV0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0205.degrees latitude (g = 980.6199 gals.).
 KV0205
 KV0205.The modeled gravity was interpolated from observed gravity values.
 KV0205
 KV0205;                    North         East    Units  Estimated Accuracy
 KV0205;SPC NJ       -   192,680.      171,620.      MT  (+/- 180 meters Scaled)
 KV0205
 KV0205                          SUPERSEDED SURVEY CONTROL
 KV0205
 KV0205  NGVD 29 (04/16/92)    1.852  (m)            6.08   (f) ADJUSTED    1 2
 KV0205
 KV0205.Superseded values are not recommended for survey control.
 KV0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0205.See file dsdata.txt to determine how the superseded data were derived.
 KV0205
 KV0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK639911(NAD 83)
 KV0205_MARKER: DB = BENCH MARK DISK
 KV0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0205_SP_SET: ABUTMENT
 KV0205_STAMPING: F 37 1952
 KV0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0205
 KV0205  HISTORY     - Date     Condition        Report By
 KV0205  HISTORY     - 1952     MONUMENTED       CGS
 KV0205
 KV0205                          STATION DESCRIPTION
 KV0205
 KV0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0205'AT PORT READING.
 KV0205'AT PORT READING, ABOUT 0.2 MILE EAST ALONG CARTERET ROAD FROM
 KV0205'THE CROSSING OF THE CENTRAL RAILROAD OF NEW JERSEY, ABOUT 1.3
 KV0205'MILES SOUTHWEST OF COLUMBUS SCHOOL AT CARTERET, AT THE JUNCTION
 KV0205'OF THIRD STREET, SET IN THE TOP OF THE SOUTH END OF THE WEST
 KV0205'ABUTMENT OF AN 8-FOOT CONCRETE BRIDGE WHICH EXTENDS UNDER
 KV0205'CARTERET ROAD AND A RAILROAD SPUR TRACK, 10 FEET SOUTH OF SOUTH
 KV0205'RAIL OF SPUR TRACK, 57 FEET SOUTH AND ACROSS TRACK FROM CENTER
 KV0205'LINE OF ROAD, 7 FEET NORTH OF SOUTH END OF ABUTMENT AND ABOUT
 KV0205'2 FEET BELOW TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0328 ***********************************************************************
 KV0328  DESIGNATION -  F 38
 KV0328  PID         -  KV0328
 KV0328  STATE/COUNTY-  NJ/HUDSON
 KV0328  USGS QUAD   -  ELIZABETH (1995)
 KV0328
 KV0328                         *CURRENT SURVEY CONTROL
 KV0328  ___________________________________________________________________
 KV0328* NAD 83(1986)-  40 39 00.     (N)    074 08 18.     (W)     SCALED    
 KV0328* NAVD 88     -        10.511  (meters)      34.48   (feet)  ADJUSTED  
 KV0328  ___________________________________________________________________
 KV0328  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KV0328  DYNAMIC HT  -          10.507 (meters)      34.47  (feet)  COMP
 KV0328  MODELED GRAV-     980,228.2   (mgal)                       NAVD 88
 KV0328
 KV0328  VERT ORDER  -  FIRST     CLASS II
 KV0328
 KV0328.The horizontal coordinates were scaled from a topographic map and have
 KV0328.an estimated accuracy of +/- 6 seconds.
 KV0328
 KV0328.The orthometric height was determined by differential leveling
 KV0328.and adjusted by the National Geodetic Survey in June 1991..
 KV0328
 KV0328.The geoid height was determined by GEOID03.
 KV0328
 KV0328.The dynamic height is computed by dividing the NAVD 88
 KV0328.geopotential number by the normal gravity value computed on the
 KV0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0328.degrees latitude (g = 980.6199 gals.).
 KV0328
 KV0328.The modeled gravity was interpolated from observed gravity values.
 KV0328
 KV0328;                    North         East    Units  Estimated Accuracy
 KV0328;SPC NJ       -   201,750.      180,590.      MT  (+/- 180 meters Scaled)
 KV0328
 KV0328                          SUPERSEDED SURVEY CONTROL
 KV0328
 KV0328  NGVD 29 (04/16/92)   10.848  (m)           35.59   (f) ADJUSTED    1 2
 KV0328
 KV0328.Superseded values are not recommended for survey control.
 KV0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0328.See file dsdata.txt to determine how the superseded data were derived.
 KV0328
 KV0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL728002(NAD 83)
 KV0328_MARKER: DB = BENCH MARK DISK
 KV0328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0328_SP_SET: GUARD RAIL
 KV0328_STAMPING: F 38 1952
 KV0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0328+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 KV0328
 KV0328  HISTORY     - Date     Condition        Report By
 KV0328  HISTORY     - 1952     MONUMENTED       CGS
 KV0328  HISTORY     - 1961     GOOD             CGS
 KV0328  HISTORY     - 20010319 MARK NOT FOUND   PORANY
 KV0328  HISTORY     - 20040303 GOOD             PORANY
 KV0328
 KV0328                          STATION DESCRIPTION
 KV0328
 KV0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0328'AT BAYONNE.
 KV0328'AT BAYONNE, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 KV0328'CONCRETE GUARD RAIL OF BAYONNE BRIDGE CONNECTING STATEN ISLAND
 KV0328'AND BAYONNE, NEW JERSEY, 1 FOOT SOUTHWEST OF NORTHEAST END OF
 KV0328'CONCRETE PORTION OF GUARD RAIL, 4 FEET SOUTHWEST OF LIGHT POST
 KV0328'NO. 136 AND ABOUT 1 FOOT ABOVE BRIDGE FLOOR.
 KV0328
 KV0328                          STATION RECOVERY (1961)
 KV0328
 KV0328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KV0328'RECOVERED IN GOOD CONDITION.
 KV0328
 KV0328                          STATION RECOVERY (2001)
 KV0328
 KV0328'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV0328'LOST DUE TO CONSTRUCTION.
 KV0328
 KV0328                          STATION RECOVERY (2004)
 KV0328
 KV0328'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2004 (SSZ)
 KV0328'MARK WAS COVERED BY CONCRETE FROM RECENT BRIDGE REHABILITATION.
 KV0328'CONCRETE HAS NOW BEEN REMOVED, UNCOVERING DISK.  PERMISSION TO OCCUPY
 KV0328'MUST BE OBTAINED AT P.A. ADMIN. BLDG. ON STATEN ISLAND SIDE OF BRIDGE.
 KV0328'GPS OCCUPATION POSSIBLE WITH ALL DUE CAUTION FOR NEARBY TRAFFIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0512 ***********************************************************************
 KV0512  DESIGNATION -  F 39
 KV0512  PID         -  KV0512
 KV0512  STATE/COUNTY-  NJ/BERGEN
 KV0512  USGS QUAD   -  WEEHAWKEN (1995)
 KV0512
 KV0512                         *CURRENT SURVEY CONTROL
 KV0512  ___________________________________________________________________
 KV0512* NAD 83(1986)-  40 51 19.     (N)    074 03 51.     (W)     SCALED    
 KV0512* NAVD 88     -         1.393  (meters)       4.57   (feet)  ADJUSTED  
 KV0512  ___________________________________________________________________
 KV0512  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 KV0512  DYNAMIC HT  -           1.392 (meters)       4.57  (feet)  COMP
 KV0512  MODELED GRAV-     980,236.5   (mgal)                       NAVD 88
 KV0512
 KV0512  VERT ORDER  -  SECOND    CLASS 0
 KV0512
 KV0512.This mark is at Teterboro Airport (TEB)
 KV0512
 KV0512.The horizontal coordinates were scaled from a topographic map and have
 KV0512.an estimated accuracy of +/- 6 seconds.
 KV0512
 KV0512.The orthometric height was determined by differential leveling
 KV0512.and adjusted by the National Geodetic Survey in June 1991..
 KV0512
 KV0512.The geoid height was determined by GEOID03.
 KV0512
 KV0512.The dynamic height is computed by dividing the NAVD 88
 KV0512.geopotential number by the normal gravity value computed on the
 KV0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0512.degrees latitude (g = 980.6199 gals.).
 KV0512
 KV0512.The modeled gravity was interpolated from observed gravity values.
 KV0512
 KV0512;                    North         East    Units  Estimated Accuracy
 KV0512;SPC NJ       -   224,570.      186,750.      MT  (+/- 180 meters Scaled)
 KV0512
 KV0512                          SUPERSEDED SURVEY CONTROL
 KV0512
 KV0512  NGVD 29 (??/??/??)    1.705  (m)            5.59   (f) ADJUSTED    2 0
 KV0512
 KV0512.Superseded values are not recommended for survey control.
 KV0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0512.See file dsdata.txt to determine how the superseded data were derived.
 KV0512
 KV0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL788231(NAD 83)
 KV0512_MARKER: DB = BENCH MARK DISK
 KV0512_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0512_SP_SET: CONC VAULT
 KV0512_STAMPING: F 39 1956
 KV0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0512+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2000
 KV0512
 KV0512  HISTORY     - Date     Condition        Report By
 KV0512  HISTORY     - 1956     MONUMENTED       CGS
 KV0512  HISTORY     - 1974     GOOD             NGS
 KV0512  HISTORY     - 20000407 GOOD             PORANY
 KV0512
 KV0512                          STATION DESCRIPTION
 KV0512
 KV0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0512'AT TETERBORO.
 KV0512'LOCATED AT TETERBORO AIRPORT, TETERBORO, NEW JERSEY, NEAR THE
 KV0512'BASE OF THE CONTROL TOWER, AND 6 INCHES EAST OF THE NORTHEAST
 KV0512'CORNER OF THE LARGE MAIN HANGAR.  A STANDARD DISK, STAMPED F 39
 KV0512'1956, CEMENTED IN A DRILLHOLE IN THE RIM OF A CONCRETE VAULT
 KV0512'FLUSH WITH THE APRON SURFACE.
 KV0512
 KV0512                          STATION RECOVERY (1974)
 KV0512
 KV0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0512'RECOVERED IN GOOD CONDITION.
 KV0512
 KV0512                          STATION RECOVERY (2000)
 KV0512
 KV0512'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2000 (SSZ)
 KV0512'MARK IS IN AIRPORT SECURITY AREA.  PERMISSION AND ESCORT MUST BE
 KV0512'OBTAINED AT PORT AUTHORITY ADMINISTRATION BUILDING AT INTERSECTION OF
 KV0512'MALCOLM AVENUE AND INDUSTRIAL AVENUE IN TETERBORO.  THREE WIRE
 KV0512'LEVELING INDICATES POSSIBILITY OF SETTLEMENT OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1622 ***********************************************************************
 KU1622  DESIGNATION -  F 40
 KU1622  PID         -  KU1622
 KU1622  STATE/COUNTY-  NJ/BERGEN
 KU1622  USGS QUAD   -  YONKERS (1979)
 KU1622
 KU1622                         *CURRENT SURVEY CONTROL
 KU1622  ___________________________________________________________________
 KU1622* NAD 83(1986)-  40 56 51.     (N)    073 55 19.     (W)     SCALED    
 KU1622* NAVD 88     -       133.998  (meters)     439.63   (feet)  ADJUSTED  
 KU1622  ___________________________________________________________________
 KU1622  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 KU1622  DYNAMIC HT  -         133.950 (meters)     439.47  (feet)  COMP
 KU1622  MODELED GRAV-     980,259.8   (mgal)                       NAVD 88
 KU1622
 KU1622  VERT ORDER  -  SECOND    CLASS 0
 KU1622
 KU1622.The horizontal coordinates were scaled from a topographic map and have
 KU1622.an estimated accuracy of +/- 6 seconds.
 KU1622
 KU1622.The orthometric height was determined by differential leveling
 KU1622.and adjusted by the National Geodetic Survey in June 1991..
 KU1622
 KU1622.The geoid height was determined by GEOID03.
 KU1622
 KU1622.The dynamic height is computed by dividing the NAVD 88
 KU1622.geopotential number by the normal gravity value computed on the
 KU1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1622.degrees latitude (g = 980.6199 gals.).
 KU1622
 KU1622.The modeled gravity was interpolated from observed gravity values.
 KU1622
 KU1622;                    North         East    Units  Estimated Accuracy
 KU1622;SPC NJ       -   234,880.      198,670.      MT  (+/- 180 meters Scaled)
 KU1622
 KU1622                          SUPERSEDED SURVEY CONTROL
 KU1622
 KU1622  NGVD 29 (??/??/92)  134.308  (m)          440.64   (f) ADJ UNCH    2 0
 KU1622
 KU1622.Superseded values are not recommended for survey control.
 KU1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1622.See file dsdata.txt to determine how the superseded data were derived.
 KU1622
 KU1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL907334(NAD 83)
 KU1622_MARKER: DB = BENCH MARK DISK
 KU1622_SETTING: 0 = UNSPECIFIED SETTING
 KU1622_SP_SET: CURB
 KU1622_STAMPING: F 40 1956
 KU1622_MARK LOGO: CGS   
 KU1622_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU1622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1622+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1992
 KU1622
 KU1622  HISTORY     - Date     Condition        Report By
 KU1622  HISTORY     - 1956     MONUMENTED       CGS
 KU1622  HISTORY     - 19920221 GOOD             NJGS
 KU1622  HISTORY     - 19950827 GOOD             USPSQD
 KU1622  HISTORY     - 20060430 GOOD             GEOCAC
 KU1622
 KU1622                          STATION DESCRIPTION
 KU1622
 KU1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU1622'0.3 MI NE FROM ALPINE.
 KU1622'0.2 MILE EAST ALONG CLOSTER DOCK ROAD FROM THE ALPINE METHODIST
 KU1622'CHURCH, 0.1 MILE NORTH ALONG U.S. HIGHWAY 9W, 0.1 MILE NORTH OF
 KU1622'THE JUNCTION OF CLOSTER DOCK ROAD LEADING WEST, SET IN TOP AND
 KU1622'AT THE SOUTH END OF THE CONCRETE CURBING OF THE BRIDGE HEADWALL
 KU1622'OF A LARGE ARCHED BRIDGE OVER AN ASPHALT WALKWAY, 83 FEET
 KU1622'EAST OF THE CENTERLINE OF U.S. HIGHWAY 9W, 31.2 FEET WEST OF
 KU1622'THE CENTERLINE OF THE SOUTH-BOUND TRAFFIC LANE OF THE PALISADES
 KU1622'PARKWAY, 1.2 FEET NORTH OF THE SOUTH END OF BRIDGE, 1 FOOT
 KU1622'ABOVE THE LEVEL OF PARKWAY.
 KU1622
 KU1622                          STATION RECOVERY (1992)
 KU1622
 KU1622'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KU1622'RECOVERED AS DESCRIBED.
 KU1622
 KU1622                          STATION RECOVERY (1995)
 KU1622
 KU1622'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU1622'RECOVERED IN GOOD CONDITION.
 KU1622
 KU1622                          STATION RECOVERY (2006)
 KU1622
 KU1622'RECOVERY NOTE BY GEOCACHING 2006
 KU1622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0509 ***********************************************************************
 KV0509  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0509  DESIGNATION -  F 41
 KV0509  PID         -  KV0509
 KV0509  STATE/COUNTY-  NJ/BERGEN
 KV0509  USGS QUAD   -  WEEHAWKEN (1995)
 KV0509
 KV0509                         *CURRENT SURVEY CONTROL
 KV0509  ___________________________________________________________________
 KV0509* NAD 83(1986)-  40 51 09.     (N)    074 01 56.     (W)     SCALED    
 KV0509* NAVD 88     -         6.423  (meters)      21.07   (feet)  ADJUSTED  
 KV0509  ___________________________________________________________________
 KV0509  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV0509  DYNAMIC HT  -           6.421 (meters)      21.07  (feet)  COMP
 KV0509  MODELED GRAV-     980,239.7   (mgal)                       NAVD 88
 KV0509
 KV0509  VERT ORDER  -  SECOND    CLASS 0
 KV0509
 KV0509.The horizontal coordinates were scaled from a topographic map and have
 KV0509.an estimated accuracy of +/- 6 seconds.
 KV0509
 KV0509.The orthometric height was determined by differential leveling
 KV0509.and adjusted by the National Geodetic Survey in June 1991..
 KV0509
 KV0509.This Tidal Bench Mark is designated as VM 12001
 KV0509.by the Center for Operational Oceanographic Products and Services.
 KV0509
 KV0509.The geoid height was determined by GEOID03.
 KV0509
 KV0509.The dynamic height is computed by dividing the NAVD 88
 KV0509.geopotential number by the normal gravity value computed on the
 KV0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0509.degrees latitude (g = 980.6199 gals.).
 KV0509
 KV0509.The modeled gravity was interpolated from observed gravity values.
 KV0509
 KV0509;                    North         East    Units  Estimated Accuracy
 KV0509;SPC NJ       -   224,270.      189,440.      MT  (+/- 180 meters Scaled)
 KV0509
 KV0509                          SUPERSEDED SURVEY CONTROL
 KV0509
 KV0509  NGVD 29 (??/??/??)    6.730  (m)           22.08   (f) ADJUSTED    2 0
 KV0509
 KV0509.Superseded values are not recommended for survey control.
 KV0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0509.See file dsdata.txt to determine how the superseded data were derived.
 KV0509
 KV0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL815228(NAD 83)
 KV0509_MARKER: DB = BENCH MARK DISK
 KV0509_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0509_SP_SET: BRIDGE ABUTMENT
 KV0509_STAMPING: F 41 1956
 KV0509_MARK LOGO: CGS   
 KV0509_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0509+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1992
 KV0509
 KV0509  HISTORY     - Date     Condition        Report By
 KV0509  HISTORY     - 1956     MONUMENTED       CGS
 KV0509  HISTORY     - 1962     GOOD             CGS
 KV0509  HISTORY     - 1984     GOOD             LOCENG
 KV0509  HISTORY     - 19920220 GOOD             NJGS
 KV0509
 KV0509                          STATION DESCRIPTION
 KV0509
 KV0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0509'AT RIDGEFIELD PARK.
 KV0509'AT RIDGEFIELD PARK, ON TOP AND AT THE NORTH END OF THE WEST
 KV0509'CONCRETE ABUTMENT OF THE LARGE U.S. HIGHWAY 46 BRIDGE OVER THE
 KV0509'HACKENSACK RIVER, 0.6 FOOT SOUTH OF THE NORTH END OF THE ABUTMENT
 KV0509'AND ABOUT LEVEL WITH THE HIGHWAY.
 KV0509
 KV0509                          STATION RECOVERY (1962)
 KV0509
 KV0509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 KV0509'RECOVERED IN GOOD CONDITION.
 KV0509
 KV0509                          STATION RECOVERY (1984)
 KV0509
 KV0509'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984
 KV0509'RECOVERED IN GOOD CONDITION.
 KV0509
 KV0509                          STATION RECOVERY (1992)
 KV0509
 KV0509'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KV0509'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0751 ***********************************************************************
 KV0751  DESIGNATION -  F 5
 KV0751  PID         -  KV0751
 KV0751  STATE/COUNTY-  NJ/MONMOUTH
 KV0751  USGS QUAD   -  KEYPORT (1977)
 KV0751
 KV0751                         *CURRENT SURVEY CONTROL
 KV0751  ___________________________________________________________________
 KV0751* NAD 83(1986)-  40 26 03.     (N)    074 12 01.     (W)     SCALED    
 KV0751* NAVD 88     -        10.903  (meters)      35.77   (feet)  ADJUSTED  
 KV0751  ___________________________________________________________________
 KV0751  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV0751  DYNAMIC HT  -          10.899 (meters)      35.76  (feet)  COMP
 KV0751  MODELED GRAV-     980,222.8   (mgal)                       NAVD 88
 KV0751
 KV0751  VERT ORDER  -  FIRST     CLASS II
 KV0751
 KV0751.The horizontal coordinates were scaled from a topographic map and have
 KV0751.an estimated accuracy of +/- 6 seconds.
 KV0751
 KV0751.The orthometric height was determined by differential leveling
 KV0751.and adjusted by the National Geodetic Survey in June 1991..
 KV0751.WARNING-Repeat measurements at this control monument indicate possible
 KV0751.vertical movement.
 KV0751
 KV0751.The geoid height was determined by GEOID03.
 KV0751
 KV0751.The dynamic height is computed by dividing the NAVD 88
 KV0751.geopotential number by the normal gravity value computed on the
 KV0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0751.degrees latitude (g = 980.6199 gals.).
 KV0751
 KV0751.The modeled gravity was interpolated from observed gravity values.
 KV0751
 KV0751;                    North         East    Units  Estimated Accuracy
 KV0751;SPC NJ       -   177,760.      175,430.      MT  (+/- 180 meters Scaled)
 KV0751
 KV0751                          SUPERSEDED SURVEY CONTROL
 KV0751
 KV0751  NGVD 29 (04/16/92)   11.140  (m)           36.55   (f) ADJUSTED    1 2
 KV0751
 KV0751.Superseded values are not recommended for survey control.
 KV0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0751.See file dsdata.txt to determine how the superseded data were derived.
 KV0751
 KV0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK678762(NAD 83)
 KV0751_MARKER: DB = BENCH MARK DISK
 KV0751_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0751_SP_SET: BUILDING
 KV0751_STAMPING: F 5 1925 37.018
 KV0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0751
 KV0751  HISTORY     - Date     Condition        Report By
 KV0751  HISTORY     - 1925     MONUMENTED       CGS
 KV0751  HISTORY     - 1952     GOOD             CGS
 KV0751  HISTORY     - 1964     GOOD             CGS
 KV0751  HISTORY     - 1979     MARK NOT FOUND   NGS
 KV0751  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KV0751
 KV0751                          STATION DESCRIPTION
 KV0751
 KV0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0751'AT KEYPORT.
 KV0751'AT KEYPORT, ABOUT 0.1 MILE NORTH ALONG BROAD STREET FROM THE
 KV0751'CENTRAL RAILROAD OF NEW JERSEY STATION, AT THE INTERSECTION OF
 KV0751'BROAD AND ELIZABETH STREETS, SET VERTICALLY IN THE WEST FACE AT
 KV0751'AN OFFSET AT NORTHWEST CORNER OF GRAMMAR SCHOOL BUILDING, 1 FOOT
 KV0751'SOUTH OF NORTHWEST CORNER OF OFFSET, ABOUT 20 FEET WEST OF CENTER
 KV0751'OF NORTH ENTRANCE TO SCHOOL AND ABOUT 3 FEET ABOVE GROUND.
 KV0751
 KV0751                          STATION RECOVERY (1964)
 KV0751
 KV0751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0751'RECOVERED IN GOOD CONDITION.
 KV0751
 KV0751                          STATION RECOVERY (1979)
 KV0751
 KV0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0751'SCHOOL IS GONE.
 KV0751
 KV0751                          STATION RECOVERY (1986)
 KV0751
 KV0751'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0629 ***********************************************************************
 KV0629  DESIGNATION -  F 53
 KV0629  PID         -  KV0629
 KV0629  STATE/COUNTY-  NJ/MIDDLESEX
 KV0629  USGS QUAD   -  PERTH AMBOY (1981)
 KV0629
 KV0629                         *CURRENT SURVEY CONTROL
 KV0629  ___________________________________________________________________
 KV0629* NAD 83(1986)-  40 32 11.     (N)    074 22 20.     (W)     SCALED    
 KV0629* NAVD 88     -        31.602  (meters)     103.68   (feet)  ADJUSTED  
 KV0629  ___________________________________________________________________
 KV0629  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV0629  DYNAMIC HT  -          31.589 (meters)     103.64  (feet)  COMP
 KV0629  MODELED GRAV-     980,201.2   (mgal)                       NAVD 88
 KV0629
 KV0629  VERT ORDER  -  SECOND    CLASS 0
 KV0629
 KV0629.The horizontal coordinates were scaled from a topographic map and have
 KV0629.an estimated accuracy of +/- 6 seconds.
 KV0629
 KV0629.The orthometric height was determined by differential leveling
 KV0629.and adjusted by the National Geodetic Survey in June 1991..
 KV0629
 KV0629.The geoid height was determined by GEOID03.
 KV0629
 KV0629.The dynamic height is computed by dividing the NAVD 88
 KV0629.geopotential number by the normal gravity value computed on the
 KV0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0629.degrees latitude (g = 980.6199 gals.).
 KV0629
 KV0629.The modeled gravity was interpolated from observed gravity values.
 KV0629
 KV0629;                    North         East    Units  Estimated Accuracy
 KV0629;SPC NJ       -   189,080.      160,830.      MT  (+/- 180 meters Scaled)
 KV0629
 KV0629                          SUPERSEDED SURVEY CONTROL
 KV0629
 KV0629  NGVD 29 (04/16/92)   31.897  (m)          104.65   (f) ADJUSTED    2 0
 KV0629
 KV0629.Superseded values are not recommended for survey control.
 KV0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0629.See file dsdata.txt to determine how the superseded data were derived.
 KV0629
 KV0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK531874(NAD 83)
 KV0629_MARKER: DB = BENCH MARK DISK
 KV0629_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0629_SP_SET: ABUTMENT
 KV0629_STAMPING: F 53 1961
 KV0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0629
 KV0629  HISTORY     - Date     Condition        Report By
 KV0629  HISTORY     - 1961     MONUMENTED       CGS
 KV0629  HISTORY     - 20030122 GOOD             INDIV
 KV0629
 KV0629                          STATION DESCRIPTION
 KV0629
 KV0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0629'0.5 MI W FROM METUCHEN.
 KV0629'0.5 MILE WEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 KV0629'METUCHEN, AT THE WEST END OF THE SOUTH ABUTMENT OF THE PENNSYLVANIA
 KV0629'RAILROAD BRIDGE OVER STATE HIGHWAY 27, 10 FEET BELOW THE LEVEL OF
 KV0629'THE TRACKS AND 6 FEET ABOVE THE HIGHWAY.  SET IN A DRILL HOLE.
 KV0629
 KV0629                          STATION RECOVERY (2003)
 KV0629
 KV0629'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JB)
 KV0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0127 ***********************************************************************
 JU0127  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0127  DESIGNATION -  F 55
 JU0127  PID         -  JU0127
 JU0127  STATE/COUNTY-  NJ/OCEAN
 JU0127  USGS QUAD   -  TUCKERTON (1995)
 JU0127
 JU0127                         *CURRENT SURVEY CONTROL
 JU0127  ___________________________________________________________________
 JU0127* NAD 83(1986)-  39 36 52.     (N)    074 15 47.     (W)     SCALED    
 JU0127* NAVD 88     -         0.519  (meters)       1.70   (feet)  ADJUSTED  
 JU0127  ___________________________________________________________________
 JU0127  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 JU0127  DYNAMIC HT  -           0.518 (meters)       1.70  (feet)  COMP
 JU0127  MODELED GRAV-     980,149.1   (mgal)                       NAVD 88
 JU0127
 JU0127  VERT ORDER  -  SECOND    CLASS 0
 JU0127
 JU0127.The horizontal coordinates were scaled from a topographic map and have
 JU0127.an estimated accuracy of +/- 6 seconds.
 JU0127
 JU0127.The orthometric height was determined by differential leveling
 JU0127.and adjusted by the National Geodetic Survey in June 1991..
 JU0127
 JU0127.This Tidal Bench Mark is designated as VM 2620
 JU0127.by the Center for Operational Oceanographic Products and Services.
 JU0127
 JU0127.The geoid height was determined by GEOID03.
 JU0127
 JU0127.The dynamic height is computed by dividing the NAVD 88
 JU0127.geopotential number by the normal gravity value computed on the
 JU0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0127.degrees latitude (g = 980.6199 gals.).
 JU0127
 JU0127.The modeled gravity was interpolated from observed gravity values.
 JU0127
 JU0127;                    North         East    Units  Estimated Accuracy
 JU0127;SPC NJ       -    86,740.      170,350.      MT  (+/- 180 meters Scaled)
 JU0127
 JU0127                          SUPERSEDED SURVEY CONTROL
 JU0127
 JU0127  NGVD 29 (??/??/??)    1.051  (m)            3.45   (f) ADJUSTED    2 0
 JU0127
 JU0127.Superseded values are not recommended for survey control.
 JU0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0127.See file dsdata.txt to determine how the superseded data were derived.
 JU0127
 JU0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ632852(NAD 83)
 JU0127_MARKER: DB = BENCH MARK DISK
 JU0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0127_STAMPING: F 55 1961
 JU0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0127+STABILITY: SURFACE MOTION
 JU0127
 JU0127  HISTORY     - Date     Condition        Report By
 JU0127  HISTORY     - 1961     MONUMENTED       CGS
 JU0127  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0127
 JU0127                          STATION DESCRIPTION
 JU0127
 JU0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0127'2.7 MI SE FROM WEST CREEK.
 JU0127'2.7 MILES SOUTHEAST ALONG WEST CREEK DOCK ROAD FROM THE JUNCTION
 JU0127'OF U.S. HIGHWAY 9, 155 FEET SOUTH OF WEST CREEK DOCK ROAD AT THE
 JU0127'DOCK, 133.5 FEET SOUTH OF THE SOUTHWEST CORNER OF BEACH SHELTER
 JU0127'WITH CONCRETE FLOOR, 85 FEET SOUTHEAST OF CORNER OF PUBLIC REST
 JU0127'ROOM, 43 FEET SOUTHWEST OF POWER POLE AT WATER EDGE AND 3.5 FEET
 JU0127'NORTH OF A METAL WITNESS POST.  SET IN A CONCRETE POST PROJECTING
 JU0127'2 INCHES ABOVE THE GROUND.  THE POST WAS POURED ON THE TOP OF TWO
 JU0127'5 FOOT LONG CEDAR POSTS DRIVEN INTO THE MARSH.
 JU0127
 JU0127                          STATION RECOVERY (1985)
 JU0127
 JU0127'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0326 ***********************************************************************
 JU0326  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0326  DESIGNATION -  F 56
 JU0326  PID         -  JU0326
 JU0326  STATE/COUNTY-  NJ/ATLANTIC
 JU0326  USGS QUAD   -  ATLANTIC CITY (1994)
 JU0326
 JU0326                         *CURRENT SURVEY CONTROL
 JU0326  ___________________________________________________________________
 JU0326* NAD 83(1986)-  39 20 16.     (N)    074 28 45.     (W)     SCALED    
 JU0326* NAVD 88     -         4.509  (meters)      14.79   (feet)  ADJUSTED  
 JU0326  ___________________________________________________________________
 JU0326  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 JU0326  DYNAMIC HT  -           4.507 (meters)      14.79  (feet)  COMP
 JU0326  MODELED GRAV-     980,104.6   (mgal)                       NAVD 88
 JU0326
 JU0326  VERT ORDER  -  FIRST     CLASS II
 JU0326
 JU0326.The horizontal coordinates were scaled from a topographic map and have
 JU0326.an estimated accuracy of +/- 6 seconds.
 JU0326
 JU0326.The orthometric height was determined by differential leveling
 JU0326.and adjusted by the National Geodetic Survey in June 1991..
 JU0326
 JU0326.This Tidal Bench Mark is designated as VM 340
 JU0326.by the Center for Operational Oceanographic Products and Services.
 JU0326
 JU0326.The geoid height was determined by GEOID03.
 JU0326
 JU0326.The dynamic height is computed by dividing the NAVD 88
 JU0326.geopotential number by the normal gravity value computed on the
 JU0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0326.degrees latitude (g = 980.6199 gals.).
 JU0326
 JU0326.The modeled gravity was interpolated from observed gravity values.
 JU0326
 JU0326;                    North         East    Units  Estimated Accuracy
 JU0326;SPC NJ       -    56,000.      151,800.      MT  (+/- 180 meters Scaled)
 JU0326
 JU0326                          SUPERSEDED SURVEY CONTROL
 JU0326
 JU0326  NGVD 29 (04/16/92)    4.906  (m)           16.10   (f) ADJUSTED    1 2
 JU0326
 JU0326.Superseded values are not recommended for survey control.
 JU0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0326.See file dsdata.txt to determine how the superseded data were derived.
 JU0326
 JU0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ448543(NAD 83)
 JU0326_MARKER: DB = BENCH MARK DISK
 JU0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0326_SP_SET: BUILDING WALL
 JU0326_STAMPING: F 56 1961
 JU0326_MARK LOGO: CGS   
 JU0326_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0326+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1989
 JU0326
 JU0326  HISTORY     - Date     Condition        Report By
 JU0326  HISTORY     - 1961     MONUMENTED       CGS
 JU0326  HISTORY     - 1979     GOOD             NGS
 JU0326  HISTORY     - 19891102 GOOD             NJGS
 JU0326  HISTORY     - 20000622 GOOD             NJGS
 JU0326
 JU0326                          STATION DESCRIPTION
 JU0326
 JU0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0326'AT VENTNOR CITY.
 JU0326'IN THE SOUTH BRICK WALL AT THE SOUTHEAST CORNER OF THE VENTNOR
 JU0326'CITY HALL, 76 FEET WEST OF THE WEST CURB OF SOUTH CAMBRIDGE
 JU0326'AVENUE, 31 FEET NORTH OF THE NORTH CURB OF ATLANTIC AVENUE, 0.8
 JU0326'FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING.  SET IN
 JU0326'VERTICAL DRILL HOLE 4.3 FEET ABOVE THE GROUND.
 JU0326
 JU0326                          STATION RECOVERY (1979)
 JU0326
 JU0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0326'RECOVERED IN GOOD CONDITION.
 JU0326
 JU0326                          STATION RECOVERY (1989)
 JU0326
 JU0326'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 JU0326'THE STATION IS LOCATED IN VENTNOR CITY, ON THE NORTHWEST SIDE OF
 JU0326'ATLANTIC AVENUE.  THE STATION IS SET VERTICALLY IN THE SOUTH WALL
 JU0326'ABOVE THE CORNERSTONE AT THE SOUTHEAST CORNER OF THE VENTNOR CITY
 JU0326'HALL.  THE BRICK BUILDING IS ON THE NORTHWEST CORNER OF THE JUNCTION
 JU0326'OF ATLANTIC AND CAMBRIDGE AVENUES.  THE STATION IS 9.3 M (30.5 FT)
 JU0326'NORTH NORTHWEST OF THE NORTH CURBLINE OF ATLANTIC AVENUE, 23.2 M
 JU0326'(76.1 FT) WEST SOUTHWEST OF THE WEST CURBLINE OF CAMBRIDGE AVENUE,
 JU0326'0.25 M (0.82 FT) WEST SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 JU0326'BUILDING AND 1.35 M (4.43 FT) ABOVE THE GROUND.
 JU0326
 JU0326                          STATION RECOVERY (2000)
 JU0326
 JU0326'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU0326'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0583 ***********************************************************************
 JU0583  DESIGNATION -  F 57
 JU0583  PID         -  JU0583
 JU0583  STATE/COUNTY-  NJ/ATLANTIC
 JU0583  USGS QUAD   -  EGG HARBOR CITY (1977)
 JU0583
 JU0583                         *CURRENT SURVEY CONTROL
 JU0583  ___________________________________________________________________
 JU0583* NAD 83(1986)-  39 30 23.     (N)    074 40 39.     (W)     SCALED    
 JU0583* NAVD 88     -        17.933  (meters)      58.84   (feet)  ADJUSTED  
 JU0583  ___________________________________________________________________
 JU0583  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JU0583  DYNAMIC HT  -          17.924 (meters)      58.81  (feet)  COMP
 JU0583  MODELED GRAV-     980,127.6   (mgal)                       NAVD 88
 JU0583
 JU0583  VERT ORDER  -  SECOND    CLASS 0
 JU0583
 JU0583.The horizontal coordinates were scaled from a topographic map and have
 JU0583.an estimated accuracy of +/- 6 seconds.
 JU0583
 JU0583.The orthometric height was determined by differential leveling
 JU0583.and adjusted by the National Geodetic Survey in June 1991..
 JU0583
 JU0583.The geoid height was determined by GEOID03.
 JU0583
 JU0583.The dynamic height is computed by dividing the NAVD 88
 JU0583.geopotential number by the normal gravity value computed on the
 JU0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0583.degrees latitude (g = 980.6199 gals.).
 JU0583
 JU0583.The modeled gravity was interpolated from observed gravity values.
 JU0583
 JU0583;                    North         East    Units  Estimated Accuracy
 JU0583;SPC NJ       -    74,730.      134,740.      MT  (+/- 180 meters Scaled)
 JU0583
 JU0583                          SUPERSEDED SURVEY CONTROL
 JU0583
 JU0583  NGVD 29 (??/??/??)   18.310  (m)           60.07   (f) ADJUSTED    2 0
 JU0583
 JU0583.Superseded values are not recommended for survey control.
 JU0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0583.See file dsdata.txt to determine how the superseded data were derived.
 JU0583
 JU0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ277730(NAD 83)
 JU0583_MARKER: DB = BENCH MARK DISK
 JU0583_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0583_SP_SET: CULVERT
 JU0583_STAMPING: F 57 1961
 JU0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0583
 JU0583  HISTORY     - Date     Condition        Report By
 JU0583  HISTORY     - 1961     MONUMENTED       CGS
 JU0583  HISTORY     - 19640709 MARK NOT FOUND   LOCSUR
 JU0583
 JU0583                          STATION DESCRIPTION
 JU0583
 JU0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0583'2.2 MI SW FROM EGG HARBOR CITY.
 JU0583'2.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM POST OFFICE IN
 JU0583'EGG HARBOR CITY AND 0.95 MILES SOUTHWEST OF E 57.  MARK IS 23
 JU0583'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY CLOSE TO POWER
 JU0583'LINE POLE NUMBER ACE 3547.  IT IS SET HORIZONTALLY 6 INCHES
 JU0583'ABOVE HIGHWAY IN THE NORTHEAST END OF THE NORTHWEST CONCRETE
 JU0583'HEAD WALL OF AN 18 INCH PIPE CULVERT ON U.S. HIGHWAY 50.
 JU0583
 JU0583                          STATION RECOVERY (1964)
 JU0583
 JU0583'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1964
 JU0583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0584 ***********************************************************************
 JU0584  DESIGNATION -  F 57 RESET 1964
 JU0584  PID         -  JU0584
 JU0584  STATE/COUNTY-  NJ/ATLANTIC
 JU0584  USGS QUAD   -  EGG HARBOR CITY (1977)
 JU0584
 JU0584                         *CURRENT SURVEY CONTROL
 JU0584  ___________________________________________________________________
 JU0584* NAD 83(1986)-  39 30 23.     (N)    074 40 39.     (W)     SCALED    
 JU0584* NAVD 88     -        17.36   (meters)      57.0    (feet)  RESET     
 JU0584  ___________________________________________________________________
 JU0584  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JU0584
 JU0584  VERT ORDER  -  THIRD
 JU0584
 JU0584.The horizontal coordinates were scaled from a topographic map and have
 JU0584.an estimated accuracy of +/- 6 seconds.
 JU0584
 JU0584.The orthometric height was computed from unverified reset data.
 JU0584
 JU0584.The geoid height was determined by GEOID03.
 JU0584
 JU0584;                    North         East    Units  Estimated Accuracy
 JU0584;SPC NJ       -    74,730.      134,740.      MT  (+/- 180 meters Scaled)
 JU0584
 JU0584                          SUPERSEDED SURVEY CONTROL
 JU0584
 JU0584  NGVD 29 (??/??/??)   17.74   (m)           58.2    (f) RESET       3  
 JU0584
 JU0584.Superseded values are not recommended for survey control.
 JU0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0584.See file dsdata.txt to determine how the superseded data were derived.
 JU0584
 JU0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ277730(NAD 83)
 JU0584_MARKER: DB = BENCH MARK DISK
 JU0584_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0584_SP_SET: CULVERT
 JU0584_STAMPING: F 57 RESET 1964
 JU0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0584+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 JU0584
 JU0584  HISTORY     - Date     Condition        Report By
 JU0584  HISTORY     - 1964     MONUMENTED       LOCSUR
 JU0584  HISTORY     - 20040925 GOOD             GEOCAC
 JU0584
 JU0584                          STATION DESCRIPTION
 JU0584
 JU0584'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1964
 JU0584'2.2 MI SW FROM EGG HARBOR CITY.
 JU0584'2.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE
 JU0584'IN EGG HARBOR CITY, 52.50 FEET WEST OF THE CENTERLINE OF THE
 JU0584'SOUTHBOUND LANE OF U.S. HIGHWAY 50 AND SET HORIZONTALLY
 JU0584'30 1/2 INCHES BELOW HIGHWAY IN THE MIDDLE OF THE WEST CONCRETE
 JU0584'HEADWALL OF TWO 36 INCHES PIPE CULVERT.  THE CULVERT IS 80.3
 JU0584'FEET SOUTH OF THE SOUTHWEST PIER OF THE BRIDGE CARRYING THE
 JU0584'ATLANTIC CITY EXPRESSWAY OVER U.S. HIGHWAY 50.
 JU0584
 JU0584                          STATION RECOVERY (2004)
 JU0584
 JU0584'RECOVERY NOTE BY GEOCACHING 2004 (STC)
 JU0584'DISTANCE FROM EGG HARBOR CITY POST OFFICE TO STATION IS 2.5 MILES.
 JU0584'HANDHELD GPS COORDINATES N 39 30 23.9 W 074 40 38.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0414 ***********************************************************************
 JU0414  DESIGNATION -  F 58
 JU0414  PID         -  JU0414
 JU0414  STATE/COUNTY-  NJ/CAPE MAY
 JU0414  USGS QUAD   -  STONE HARBOR (1972)
 JU0414
 JU0414                         *CURRENT SURVEY CONTROL
 JU0414  ___________________________________________________________________
 JU0414* NAD 83(1986)-  39 07 15.     (N)    074 47 31.     (W)     SCALED    
 JU0414* NAVD 88     -         3.494  (meters)      11.46   (feet)  ADJUSTED  
 JU0414  ___________________________________________________________________
 JU0414  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 JU0414  DYNAMIC HT  -           3.492 (meters)      11.46  (feet)  COMP
 JU0414  MODELED GRAV-     980,071.3   (mgal)                       NAVD 88
 JU0414
 JU0414  VERT ORDER  -  FIRST     CLASS II
 JU0414
 JU0414.The horizontal coordinates were scaled from a topographic map and have
 JU0414.an estimated accuracy of +/- 6 seconds.
 JU0414
 JU0414.The orthometric height was determined by differential leveling
 JU0414.and adjusted by the National Geodetic Survey in June 1991..
 JU0414.WARNING-Repeat measurements at this control monument indicate possible
 JU0414.vertical movement.
 JU0414
 JU0414.The geoid height was determined by GEOID03.
 JU0414
 JU0414.The dynamic height is computed by dividing the NAVD 88
 JU0414.geopotential number by the normal gravity value computed on the
 JU0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0414.degrees latitude (g = 980.6199 gals.).
 JU0414
 JU0414.The modeled gravity was interpolated from observed gravity values.
 JU0414
 JU0414;                    North         East    Units  Estimated Accuracy
 JU0414;SPC NJ       -    31,950.      124,760.      MT  (+/- 180 meters Scaled)
 JU0414
 JU0414                          SUPERSEDED SURVEY CONTROL
 JU0414
 JU0414  NGVD 29 (04/16/92)    3.888  (m)           12.76   (f) ADJUSTED    1 2
 JU0414
 JU0414.Superseded values are not recommended for survey control.
 JU0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0414.See file dsdata.txt to determine how the superseded data were derived.
 JU0414
 JU0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ179302(NAD 83)
 JU0414_MARKER: DB = BENCH MARK DISK
 JU0414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0414_SP_SET: CULVERT
 JU0414_STAMPING: F 58 1961
 JU0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0414+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2006
 JU0414
 JU0414  HISTORY     - Date     Condition        Report By
 JU0414  HISTORY     - 1961     MONUMENTED       CGS
 JU0414  HISTORY     - 1979     GOOD             NGS
 JU0414  HISTORY     - 20060818 GOOD             GEOCAC
 JU0414
 JU0414                          STATION DESCRIPTION
 JU0414
 JU0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0414'3.1 MI NE FROM CAPE MAY COURT HOUSE.
 JU0414'3.1 MILES NORTHEAST ON U.S. HIGHWAY 9 FROM THE COURT HOUSE IN
 JU0414'CAPE MAY COURT HOUSE, 109 YARDS SOUTHWEST OF THE JUNCTION OF
 JU0414'SWAINTON ROAD AND HIGHWAY 9, 33 FEET SOUTHEAST OF THE CENTER
 JU0414'LINE AND 4 FEET BELOW THE LEVEL OF THE HIGHWAY.  SET IN A DRILL
 JU0414'HOLE IN THE SOUTHEAST CONCRETE HEADWALL AT THE NORTHEAST END
 JU0414'OF A 3 FOOT CONCRETE TILE CULVERT UNDER HIGHWAY 9.
 JU0414
 JU0414                          STATION RECOVERY (1979)
 JU0414
 JU0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0414'RECOVERED IN GOOD CONDITION.
 JU0414
 JU0414                          STATION RECOVERY (2006)
 JU0414
 JU0414'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0414'HANDHELD COORDINATES ARE N39-07-15.66 W074-47-30.96.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0999 ***********************************************************************
 JU0999  DESIGNATION -  F 59
 JU0999  PID         -  JU0999
 JU0999  STATE/COUNTY-  NJ/CUMBERLAND
 JU0999  USGS QUAD   -  DIVIDING CREEK (1986)
 JU0999
 JU0999                         *CURRENT SURVEY CONTROL
 JU0999  ___________________________________________________________________
 JU0999* NAD 83(1996)-  39 21 25.97586(N)    075 07 11.79068(W)     ADJUSTED  
 JU0999* NAVD 88     -        21.912  (meters)      71.89   (feet)  ADJUSTED  
 JU0999  ___________________________________________________________________
 JU0999  X           -   1,268,128.751 (meters)                     COMP
 JU0999  Y           -  -4,772,662.576 (meters)                     COMP
 JU0999  Z           -   4,023,051.187 (meters)                     COMP
 JU0999  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 JU0999  ELLIP HEIGHT-         -12.04  (meters)          (10/23/02) GPS OBS
 JU0999  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JU0999  DYNAMIC HT  -          21.900 (meters)      71.85  (feet)  COMP
 JU0999  MODELED GRAV-     980,116.8   (mgal)                       NAVD 88
 JU0999
 JU0999  HORZ ORDER  -  FIRST
 JU0999  VERT ORDER  -  SECOND    CLASS 0
 JU0999  ELLP ORDER  -  FOURTH    CLASS I
 JU0999
 JU0999.The horizontal coordinates were established by GPS observations
 JU0999.and adjusted by the National Geodetic Survey in May 1999..
 JU0999
 JU0999.The orthometric height was determined by differential leveling
 JU0999.and adjusted by the National Geodetic Survey in June 1991..
 JU0999
 JU0999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0999
 JU0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0999
 JU0999.The ellipsoidal height was determined by GPS observations
 JU0999.and is referenced to NAD 83.
 JU0999
 JU0999.The geoid height was determined by GEOID03.
 JU0999
 JU0999.The dynamic height is computed by dividing the NAVD 88
 JU0999.geopotential number by the normal gravity value computed on the
 JU0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0999.degrees latitude (g = 980.6199 gals.).
 JU0999
 JU0999.The modeled gravity was interpolated from observed gravity values.
 JU0999
 JU0999;                    North         East     Units Scale Factor Converg.
 JU0999;SPC NJ       -    58,337.471    96,572.880   MT  0.99993513   -0 23 35.3
 JU0999;SPC NJ       -   191,395.52    316,839.52   sFT  0.99993513   -0 23 35.3
 JU0999;UTM  18      - 4,356,425.250   489,666.448   MT  0.99960131   -0 04 33.8
 JU0999
 JU0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0999!SPC NJ       -   1.00000189  x   0.99993513  =   0.99993702
 JU0999!UTM  18      -   1.00000189  x   0.99960131  =   0.99960320
 JU0999
 JU0999                          SUPERSEDED SURVEY CONTROL
 JU0999
 JU0999  NAD 83(1992)-  39 21 25.97524(N)    075 07 11.79027(W) AD(       ) 1
 JU0999  ELLIP H (08/04/95)  -12.09   (m)                       GP(       ) 3 1
 JU0999  NAVD 88 (08/04/95)   21.91   (m)           71.9    (f) LEVELING    3  
 JU0999  NGVD 29 (04/16/92)   22.242  (m)           72.97   (f) ADJUSTED    2 0
 JU0999
 JU0999.Superseded values are not recommended for survey control.
 JU0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0999.See file dsdata.txt to determine how the superseded data were derived.
 JU0999
 JU0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8966656425(NAD 83)
 JU0999_MARKER: DB = BENCH MARK DISK
 JU0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0999_STAMPING: F 59 1961
 JU0999_MARK LOGO: CGS   
 JU0999_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0999+STABILITY: SURFACE MOTION
 JU0999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0999+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1994
 JU0999
 JU0999  HISTORY     - Date     Condition        Report By
 JU0999  HISTORY     - 1961     MONUMENTED       CGS
 JU0999  HISTORY     - 19940831 GOOD             NJGS
 JU0999  HISTORY     - 19950129 GOOD             USPSQD
 JU0999
 JU0999                          STATION DESCRIPTION
 JU0999
 JU0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0999'4.6 MI SW FROM MILLVILLE.
 JU0999'4.55 MILES SOUTHWEST ON THE MILLVILLE TO NEWPORT ROAD FROM THE
 JU0999'JUNCTION OF MAIN AVENUE AND CEDAR STREET IN MILLVILLE, AT THE
 JU0999'EAST CORNER OF THE CEMETERY, 25.4 FEET NORTHWEST OF THE CENTER LINE
 JU0999'OF THE MILLVILLE TO NEWPORT ROAD, 8 FEET SOUTHWEST OF THE EAST
 JU0999'CORNER OF THE CEMETERY, 8 FEET NORTH OF POWER LINE POLE BT 309-172,
 JU0999'1 FOOT SOUTHEAST OF THE SOUTHEAST ROCK WALL OF THE CEMETERY AND
 JU0999'ABOUT 0.5 FEET ABOVE THE LEVEL OF THE ROAD.  SET IN THE TOP OF A
 JU0999'CONCRETE POST PROJECTING 1 INCH.
 JU0999
 JU0999                          STATION RECOVERY (1994)
 JU0999
 JU0999'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 JU0999'THE STATION IS LOCATED IN LAWRENCE TOWNSHIP ON THE NORTHWEST SIDE OF
 JU0999'CEDARVILLE ROAD, COUNTY ROAD 610 IN CENTER GROVE.  TO REACH THE
 JU0999'STATION FROM THE INTERSECTION OF STATE ROUTE 49 AND THE EXIT RAMP
 JU0999'LEADING FROM STATE ROUTE 55 AT INTERCHANGE 24, GO WEST ON STATE ROUTE
 JU0999'49 FOR 1.35 MI (2.17 KM) TO THE JUNCTION WITH STATE ROUTE 47. CONTINUE
 JU0999'WEST ON STATE ROUTE 49 FOR 0.25 MI (0.40 KM) TO THE JUNCTION WITH
 JU0999'CEDAR STREET, COUNTY ROAD 555, ON THE LEFT.  TURN LEFT AND GO
 JU0999'SOUTHWEST ON CEDAR STREET FOR 0.2 MI (0.3 KM) TO THE JUNCTION WITH
 JU0999'CEDARVILLE ROAD, COUNTY ROAD 610.  CONTINUE AHEAD ON CEDARVILLE ROAD
 JU0999'FOR 4.75 MI (7.64 KM) TO THE STATION ON THE RIGHT, AT THE SOUTHEAST
 JU0999'CORNER OF A CEMETERY FOR THE CENTER GROVE METHODIST CHURCH.  THE
 JU0999'STATION IS 7.8 M (25.6 FT) NORTHEAST FROM THE CENTERLINE OF CEDARVILLE
 JU0999'ROAD, 2.6 M (8.5 FT) NORTHEAST FROM POLE NUMBER BT 309 172, 2.4 M (7.9
 JU0999'FT) WEST FROM THE SOUTHEAST CORNER OF A CONCRETE WALL SURROUNDING THE
 JU0999'CEMETERY AND 20.2 M (66.3 FT) NORTHEAST FROM THE CENTERLINE OF A
 JU0999'GRAVEL ROAD LEADING INTO THE CEMETERY.
 JU0999
 JU0999                          STATION RECOVERY (1995)
 JU0999
 JU0999'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0015 ***********************************************************************
 JU0015  DESIGNATION -  F 6
 JU0015  PID         -  JU0015
 JU0015  STATE/COUNTY-  NJ/OCEAN
 JU0015  USGS QUAD   -  SEASIDE PARK (1989)
 JU0015
 JU0015                         *CURRENT SURVEY CONTROL
 JU0015  ___________________________________________________________________
 JU0015* NAD 83(1986)-  39 56 27.     (N)    074 04 30.     (W)     SCALED    
 JU0015* NAVD 88     -         1.709  (meters)       5.61   (feet)  ADJUSTED  
 JU0015  ___________________________________________________________________
 JU0015  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU0015  DYNAMIC HT  -           1.708 (meters)       5.60  (feet)  COMP
 JU0015  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 JU0015
 JU0015  VERT ORDER  -  FIRST     CLASS I
 JU0015
 JU0015.The horizontal coordinates were scaled from a topographic map and have
 JU0015.an estimated accuracy of +/- 6 seconds.
 JU0015
 JU0015.The orthometric height was determined by differential leveling
 JU0015.and adjusted by the National Geodetic Survey in June 1991..
 JU0015
 JU0015.The geoid height was determined by GEOID03.
 JU0015
 JU0015.The dynamic height is computed by dividing the NAVD 88
 JU0015.geopotential number by the normal gravity value computed on the
 JU0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0015.degrees latitude (g = 980.6199 gals.).
 JU0015
 JU0015.The modeled gravity was interpolated from observed gravity values.
 JU0015
 JU0015;                    North         East    Units  Estimated Accuracy
 JU0015;SPC NJ       -   123,030.      186,320.      MT  (+/- 180 meters Scaled)
 JU0015
 JU0015                          SUPERSEDED SURVEY CONTROL
 JU0015
 JU0015  NGVD 29 (04/16/92)    2.060  (m)            6.76   (f) ADJUSTED    1 1
 JU0015
 JU0015.Superseded values are not recommended for survey control.
 JU0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0015.See file dsdata.txt to determine how the superseded data were derived.
 JU0015
 JU0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK790216(NAD 83)
 JU0015_MARKER: DB = BENCH MARK DISK
 JU0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0015_SP_SET: FOUNDATION
 JU0015_STAMPING: F 6 1930 7.172
 JU0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0015
 JU0015  HISTORY     - Date     Condition        Report By
 JU0015  HISTORY     - 1930     MONUMENTED       CGS
 JU0015  HISTORY     - 1964     GOOD             CGS
 JU0015  HISTORY     - 1979     GOOD             NGS
 JU0015  HISTORY     - 1984     GOOD             USPSQD
 JU0015  HISTORY     - 1987     GOOD             USPSQD
 JU0015  HISTORY     - 1987     GOOD             USPSQD
 JU0015  HISTORY     - 1990     GOOD             USPSQD
 JU0015  HISTORY     - 19940808 GOOD             USPSQD
 JU0015  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 JU0015
 JU0015                          STATION DESCRIPTION
 JU0015
 JU0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0015'AT SEASIDE HEIGHTS.
 JU0015'AT SEASIDE HEIGHTS, ABOUT 0.15 MILE SOUTH ALONG CENTRAL AVENUE
 JU0015'FROM THE FIRE HOUSE AND CITY HALL, IN THE MIDDLE OF CENTRAL
 JU0015'AVENUE NEAR THE INTERSECTION OF WEBSTER AVENUE, SET VERTICALLY
 JU0015'WEST SIDE OF THE CONCRETE FOUNDATION OF BUS TERMINAL (FORMERLY
 JU0015'THE RAILROAD STATION), 48.0 FEET NORTH OF THE SOUTHWEST CORNER
 JU0015'OF THE BUILDING, 99.0 FEET NORTH OF THE CENTER LINE OF WEBSTER
 JU0015'AVENUE AND ABOUT LEVEL WITH CENTRAL AVENUE.
 JU0015
 JU0015                          STATION RECOVERY (1979)
 JU0015
 JU0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0015'NOTE--BUS TERMINAL IS NOW MR. SKIPS RESTAURANT, MARK IS SET UNDER DOOR
 JU0015'IN FOUNDATION.
 JU0015
 JU0015                          STATION RECOVERY (1984)
 JU0015
 JU0015'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0015'NOTE:-BUILDING HAS BEEN COMPLETELY REMODELED AND IS NOW THE BEACH
 JU0015'ANNEX OF THE COMMUNITY MEMORIAL HOSPITAL. MARK HAS BEEN PAINTED OVER
 JU0015'AND IS HALFWAY COVERED BY THE NEW SIDING ON THE BUILDING. MARK IS NOW
 JU0015'LOCATED ABOUT 8' NORTH OF A ROW OF WINDOWS.
 JU0015
 JU0015                          STATION RECOVERY (1987)
 JU0015
 JU0015'RECOVERY NOTE BY US POWER SQUADRON 1987 (JMF)
 JU0015'RECOVERED IN GOOD CONDITION.
 JU0015
 JU0015                          STATION RECOVERY (1987)
 JU0015
 JU0015'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0015'RECOVERED IN GOOD CONDITION.
 JU0015
 JU0015                          STATION RECOVERY (1990)
 JU0015
 JU0015'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 JU0015'RECOVERED IN GOOD CONDITION.
 JU0015
 JU0015                          STATION RECOVERY (1994)
 JU0015
 JU0015'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0015'RECOVERED IN GOOD CONDITION.
 JU0015
 JU0015                          STATION RECOVERY (1995)
 JU0015
 JU0015'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0465 ***********************************************************************
 KV0465  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0465  DESIGNATION -  F 62
 KV0465  PID         -  KV0465
 KV0465  STATE/COUNTY-  NJ/HUDSON
 KV0465  USGS QUAD   -  WEEHAWKEN (1995)
 KV0465
 KV0465                         *CURRENT SURVEY CONTROL
 KV0465  ___________________________________________________________________
 KV0465* NAD 83(1986)-  40 47 53.     (N)    074 04 04.     (W)     SCALED    
 KV0465* NAVD 88     -         0.989  (meters)       3.24   (feet)  ADJUSTED  
 KV0465  ___________________________________________________________________
 KV0465  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KV0465  DYNAMIC HT  -           0.989 (meters)       3.24  (feet)  COMP
 KV0465  MODELED GRAV-     980,236.8   (mgal)                       NAVD 88
 KV0465
 KV0465  VERT ORDER  -  SECOND    CLASS 0
 KV0465
 KV0465.The horizontal coordinates were scaled from a topographic map and have
 KV0465.an estimated accuracy of +/- 6 seconds.
 KV0465
 KV0465.The orthometric height was determined by differential leveling
 KV0465.and adjusted by the National Geodetic Survey in June 1991..
 KV0465
 KV0465.This Tidal Bench Mark is designated as VM 11250
 KV0465.by the Center for Operational Oceanographic Products and Services.
 KV0465
 KV0465.The geoid height was determined by GEOID03.
 KV0465
 KV0465.The dynamic height is computed by dividing the NAVD 88
 KV0465.geopotential number by the normal gravity value computed on the
 KV0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0465.degrees latitude (g = 980.6199 gals.).
 KV0465
 KV0465.The modeled gravity was interpolated from observed gravity values.
 KV0465
 KV0465;                    North         East    Units  Estimated Accuracy
 KV0465;SPC NJ       -   218,210.      186,470.      MT  (+/- 180 meters Scaled)
 KV0465
 KV0465                          SUPERSEDED SURVEY CONTROL
 KV0465
 KV0465  NGVD 29 (??/??/??)    1.315  (m)            4.31   (f) ADJUSTED    2 0
 KV0465
 KV0465.Superseded values are not recommended for survey control.
 KV0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0465.See file dsdata.txt to determine how the superseded data were derived.
 KV0465
 KV0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL786167(NAD 83)
 KV0465_MARKER: DB = BENCH MARK DISK
 KV0465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0465_SP_SET: CONCRETE FOOTING
 KV0465_STAMPING: F 62 1962
 KV0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0465
 KV0465  HISTORY     - Date     Condition        Report By
 KV0465  HISTORY     - 1962     MONUMENTED       CGS
 KV0465  HISTORY     - 1967     MARK NOT FOUND   CGS
 KV0465
 KV0465                          STATION DESCRIPTION
 KV0465
 KV0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KV0465'AT SEGACUS.
 KV0465'SET IN A DRILL HOLE IN THE WEST CORNER OF THE CONCRETE FOOTING
 KV0465'FOR THE SECOND ROW OF PIERS FROM THE SOUTHEAST END OF THE
 KV0465'HIGHWAY BRIDGE OVER HACKENSACK RIVER AND ABOUT 1 FOOT ABOVE THE
 KV0465'LEVEL OF THE GROUND.
 KV0465
 KV0465                          STATION RECOVERY (1967)
 KV0465
 KV0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KV0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0710 ***********************************************************************
 JU0710  DESIGNATION -  F 63
 JU0710  PID         -  JU0710
 JU0710  STATE/COUNTY-  NJ/CAMDEN
 JU0710  USGS QUAD   -  RUNNEMEDE (1994)
 JU0710
 JU0710                         *CURRENT SURVEY CONTROL
 JU0710  ___________________________________________________________________
 JU0710* NAD 83(1986)-  39 51 16.     (N)    075 02 09.     (W)     SCALED    
 JU0710* NAVD 88     -        23.627  (meters)      77.52   (feet)  ADJUSTED  
 JU0710  ___________________________________________________________________
 JU0710  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 JU0710  DYNAMIC HT  -          23.616 (meters)      77.48  (feet)  COMP
 JU0710  MODELED GRAV-     980,178.6   (mgal)                       NAVD 88
 JU0710
 JU0710  VERT ORDER  -  FIRST     CLASS I
 JU0710
 JU0710.The horizontal coordinates were scaled from a topographic map and have
 JU0710.an estimated accuracy of +/- 6 seconds.
 JU0710
 JU0710.The orthometric height was determined by differential leveling
 JU0710.and adjusted by the National Geodetic Survey in June 1991..
 JU0710
 JU0710.The geoid height was determined by GEOID03.
 JU0710
 JU0710.The dynamic height is computed by dividing the NAVD 88
 JU0710.geopotential number by the normal gravity value computed on the
 JU0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0710.degrees latitude (g = 980.6199 gals.).
 JU0710
 JU0710.The modeled gravity was interpolated from observed gravity values.
 JU0710
 JU0710;                    North         East    Units  Estimated Accuracy
 JU0710;SPC NJ       -   113,490.      104,150.      MT  (+/- 180 meters Scaled)
 JU0710
 JU0710                          SUPERSEDED SURVEY CONTROL
 JU0710
 JU0710  NGVD 29 (??/??/??)   23.977  (m)           78.66   (f) ADJUSTED    1 1
 JU0710
 JU0710.Superseded values are not recommended for survey control.
 JU0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0710.See file dsdata.txt to determine how the superseded data were derived.
 JU0710
 JU0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK969116(NAD 83)
 JU0710_MARKER: DB = BENCH MARK DISK
 JU0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0710_STAMPING: F 63 1963
 JU0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0710+STABILITY: SURFACE MOTION
 JU0710
 JU0710  HISTORY     - Date     Condition        Report By
 JU0710  HISTORY     - 1963     MONUMENTED       CGS
 JU0710  HISTORY     - 1964     GOOD             CGS
 JU0710  HISTORY     - 1968     GOOD             NJDCED
 JU0710  HISTORY     - 19950314 MARK NOT FOUND   NJGS
 JU0710  HISTORY     - 19950319 MARK NOT FOUND   USPSQD
 JU0710
 JU0710                          STATION DESCRIPTION
 JU0710
 JU0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0710'0.8 MI SE FROM MAGNOLIA.
 JU0710'0.8 MILE SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0710'FROM THE OVERPASS OF THE NEW JERSEY TURNPIKE OVER THE RAILROAD
 JU0710'AT MAGNOLIA, AT THE MAGNOLIA WAITING STATION, AT THE CROSSING
 JU0710'OF EVERSHAMS ROAD, 182 FEET WEST-NORTHWEST OF CENTER OF THE
 JU0710'CROSSING, 92 FEET WEST OF WEST CORNER OF THE WAITING STATION,
 JU0710'48.5 FEET SOUTHWEST OF SOUTHWEST RAIL, 3 1/2 FEET NORTHWEST OF
 JU0710'A POWER POLE, 1.5 FEET SOUTHEAST OF A STEEL WITNESS POST,
 JU0710'ABOUT LEVEL WITH TRACK, AND SET IN THE TOP OF A CONCRETE
 JU0710'POST PROJECTING 2 INCHES.
 JU0710
 JU0710                          STATION RECOVERY (1968)
 JU0710
 JU0710'RECOVERY NOTE BY NJ CONS AND ECON DEV 1968
 JU0710'RECOVERED IN GOOD CONDITION.
 JU0710
 JU0710                          STATION RECOVERY (1995)
 JU0710
 JU0710'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0710'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0710'SEARCH BY A TWO MAN PARTY.  THE BASE OF THE MONUMENT WAS FOUND.
 JU0710
 JU0710                          STATION RECOVERY (1995)
 JU0710
 JU0710'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0534 ***********************************************************************
 JU0534  DESIGNATION -  F 64
 JU0534  PID         -  JU0534
 JU0534  STATE/COUNTY-  NJ/ATLANTIC
 JU0534  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0534
 JU0534                         *CURRENT SURVEY CONTROL
 JU0534  ___________________________________________________________________
 JU0534* NAD 83(1986)-  39 26 57.     (N)    074 32 15.     (W)     SCALED    
 JU0534* NAVD 88     -         9.192  (meters)      30.16   (feet)  ADJUSTED  
 JU0534  ___________________________________________________________________
 JU0534  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JU0534  DYNAMIC HT  -           9.187 (meters)      30.14  (feet)  COMP
 JU0534  MODELED GRAV-     980,124.4   (mgal)                       NAVD 88
 JU0534
 JU0534  VERT ORDER  -  FIRST     CLASS I
 JU0534
 JU0534.The horizontal coordinates were scaled from a topographic map and have
 JU0534.an estimated accuracy of +/- 6 seconds.
 JU0534
 JU0534.The orthometric height was determined by differential leveling
 JU0534.and adjusted by the National Geodetic Survey in June 1991..
 JU0534
 JU0534.The geoid height was determined by GEOID03.
 JU0534
 JU0534.The dynamic height is computed by dividing the NAVD 88
 JU0534.geopotential number by the normal gravity value computed on the
 JU0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0534.degrees latitude (g = 980.6199 gals.).
 JU0534
 JU0534.The modeled gravity was interpolated from observed gravity values.
 JU0534
 JU0534;                    North         East    Units  Estimated Accuracy
 JU0534;SPC NJ       -    68,360.      146,770.      MT  (+/- 180 meters Scaled)
 JU0534
 JU0534                          SUPERSEDED SURVEY CONTROL
 JU0534
 JU0534  NGVD 29 (??/??/??)    9.576  (m)           31.42   (f) ADJUSTED    1 1
 JU0534
 JU0534.Superseded values are not recommended for survey control.
 JU0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0534.See file dsdata.txt to determine how the superseded data were derived.
 JU0534
 JU0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ397667(NAD 83)
 JU0534_MARKER: DB = BENCH MARK DISK
 JU0534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0534_SP_SET: OVERPASS
 JU0534_STAMPING: F 64 1963
 JU0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0534
 JU0534  HISTORY     - Date     Condition        Report By
 JU0534  HISTORY     - 1963     MONUMENTED       CGS
 JU0534  HISTORY     - 1964     GOOD             CGS
 JU0534
 JU0534                          STATION DESCRIPTION
 JU0534
 JU0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0534'2.8 MI NW FROM ABSECON.
 JU0534'2.75 MILES NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0534'LINES FROM THE STATION AT ABSECON, ABOUT 0.45 MILE SOUTHEAST OF
 JU0534'MILEPOST 49, AT THE OVERPASS OF THE GARDEN STATE PARKWAY OVER
 JU0534'THE TRACK, SET VERTICALLY IN THE SOUTHWEST FACE OF SOUTHEASTERN MOST
 JU0534'PIER (SUPPORT), 10 FEET NORTHEAST OF NORTHEAST RAIL, 1.5 FEET
 JU0534'NORTHWEST OF SOUTH CORNER OF PIER, 2 FEET ABOVE LEVEL OF GROUND,
 JU0534'AND ABOUT 1 FOOT ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0361 ***********************************************************************
 JU0361  DESIGNATION -  F 65
 JU0361  PID         -  JU0361
 JU0361  STATE/COUNTY-  NJ/ATLANTIC
 JU0361  USGS QUAD   -  OCEAN CITY (1994)
 JU0361
 JU0361                         *CURRENT SURVEY CONTROL
 JU0361  ___________________________________________________________________
 JU0361* NAD 83(1986)-  39 18 28.     (N)    074 35 54.     (W)     SCALED    
 JU0361* NAVD 88     -         4.270  (meters)      14.01   (feet)  ADJUSTED  
 JU0361  ___________________________________________________________________
 JU0361  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 JU0361  DYNAMIC HT  -           4.268 (meters)      14.00  (feet)  COMP
 JU0361  MODELED GRAV-     980,103.6   (mgal)                       NAVD 88
 JU0361
 JU0361  VERT ORDER  -  FIRST     CLASS I
 JU0361
 JU0361.The horizontal coordinates were scaled from a topographic map and have
 JU0361.an estimated accuracy of +/- 6 seconds.
 JU0361
 JU0361.The orthometric height was determined by differential leveling
 JU0361.and adjusted by the National Geodetic Survey in June 1991..
 JU0361
 JU0361.The geoid height was determined by GEOID03.
 JU0361
 JU0361.The dynamic height is computed by dividing the NAVD 88
 JU0361.geopotential number by the normal gravity value computed on the
 JU0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0361.degrees latitude (g = 980.6199 gals.).
 JU0361
 JU0361.The modeled gravity was interpolated from observed gravity values.
 JU0361
 JU0361;                    North         East    Units  Estimated Accuracy
 JU0361;SPC NJ       -    52,670.      141,520.      MT  (+/- 180 meters Scaled)
 JU0361
 JU0361                          SUPERSEDED SURVEY CONTROL
 JU0361
 JU0361  NGVD 29 (04/16/92)    4.665  (m)           15.31   (f) ADJUSTED    1 1
 JU0361
 JU0361.Superseded values are not recommended for survey control.
 JU0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0361.See file dsdata.txt to determine how the superseded data were derived.
 JU0361
 JU0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ346510(NAD 83)
 JU0361_MARKER: DB = BENCH MARK DISK
 JU0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0361_SP_SET: BRIDGE GUARDRAIL
 JU0361_STAMPING: F 65 1964
 JU0361_MARK LOGO: CGS   
 JU0361_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0361+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2000
 JU0361
 JU0361  HISTORY     - Date     Condition        Report By
 JU0361  HISTORY     - 1964     MONUMENTED       CGS
 JU0361  HISTORY     - 1979     GOOD             NGS
 JU0361  HISTORY     - 20000820 GOOD             NJGS
 JU0361
 JU0361                          STATION DESCRIPTION
 JU0361
 JU0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0361'AT SOMERS POINT.
 JU0361'AT SOMERS POINT, AT THE NORTHWEST END OF STATE HIGHWAY 52 BRIDGE
 JU0361'OVER SHIP CHANNEL, SET ON TOP AT THE NORTHWEST END OF THE NORTHEAST
 JU0361'CONCRETE GUARD RAIL BASE WHICH IS DIRECTLY OVER THE NORTHWEST
 JU0361'ABUTMENT, 0.8 FOOT NORTHWEST OF THE NORTHWEST END OF THE GUARD
 JU0361'RAIL, 1.0 FOOT SOUTHEAST OF THE NORTHWEST END OF THE GUARD RAIL
 JU0361'BASE AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 JU0361
 JU0361                          STATION RECOVERY (1979)
 JU0361
 JU0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0361'RECOVERED IN GOOD CONDITION.
 JU0361
 JU0361                          STATION RECOVERY (2000)
 JU0361
 JU0361'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU0361'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0109 ***********************************************************************
 JU0109  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0109  DESIGNATION -  F 66
 JU0109  PID         -  JU0109
 JU0109  STATE/COUNTY-  NJ/BURLINGTON
 JU0109  USGS QUAD   -  NEW GRETNA (1977)
 JU0109
 JU0109                         *CURRENT SURVEY CONTROL
 JU0109  ___________________________________________________________________
 JU0109* NAD 83(1986)-  39 35 33.     (N)    074 26 41.     (W)     SCALED    
 JU0109* NAVD 88     -         2.150  (meters)       7.05   (feet)  ADJUSTED  
 JU0109  ___________________________________________________________________
 JU0109  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JU0109  DYNAMIC HT  -           2.149 (meters)       7.05  (feet)  COMP
 JU0109  MODELED GRAV-     980,156.0   (mgal)                       NAVD 88
 JU0109
 JU0109  VERT ORDER  -  FIRST     CLASS I
 JU0109
 JU0109.The horizontal coordinates were scaled from a topographic map and have
 JU0109.an estimated accuracy of +/- 6 seconds.
 JU0109
 JU0109.The orthometric height was determined by differential leveling
 JU0109.and adjusted by the National Geodetic Survey in April 1997..
 JU0109
 JU0109.This Tidal Bench Mark is designated as VM 2640
 JU0109.by the Center for Operational Oceanographic Products and Services.
 JU0109
 JU0109.The geoid height was determined by GEOID03.
 JU0109
 JU0109.The dynamic height is computed by dividing the NAVD 88
 JU0109.geopotential number by the normal gravity value computed on the
 JU0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0109.degrees latitude (g = 980.6199 gals.).
 JU0109
 JU0109.The modeled gravity was interpolated from observed gravity values.
 JU0109
 JU0109;                    North         East    Units  Estimated Accuracy
 JU0109;SPC NJ       -    84,280.      154,750.      MT  (+/- 180 meters Scaled)
 JU0109
 JU0109                          SUPERSEDED SURVEY CONTROL
 JU0109
 JU0109  NAVD 88 (06/15/91)    2.153  (m)            7.06   (f) UNKNOWN     1 1
 JU0109  NGVD 29 (04/16/92)    2.540  (m)            8.33   (f) ADJUSTED    1 1
 JU0109
 JU0109.Superseded values are not recommended for survey control.
 JU0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0109.See file dsdata.txt to determine how the superseded data were derived.
 JU0109
 JU0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ476826(NAD 83)
 JU0109_MARKER: DB = BENCH MARK DISK
 JU0109_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU0109_SP_SET: BRIDGE ABUTMENT
 JU0109_STAMPING: F 66 1964
 JU0109_MARK LOGO: CGS   
 JU0109_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0109+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1996
 JU0109
 JU0109  HISTORY     - Date     Condition        Report By
 JU0109  HISTORY     - 1964     MONUMENTED       CGS
 JU0109  HISTORY     - 1979     GOOD             NGS
 JU0109  HISTORY     - 1985     GOOD             USPSQD
 JU0109  HISTORY     - 19950202 GOOD             NJGS
 JU0109  HISTORY     - 19960611 GOOD             NJGS
 JU0109
 JU0109                          STATION DESCRIPTION
 JU0109
 JU0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0109'AT NEW GRETNA.
 JU0109'AT NEW GRETNA, ABOUT 0.55 MILE EAST ALONG U.S. HIGHWAY 9 FROM
 JU0109'THE POST OFFICE, AT GROUND LEVEL, SET VERTICALLY IN THE
 JU0109'NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE GARDEN
 JU0109'STATE PARKWAY BRIDGE OVER THE BASS RIVER, 29.0 FEET SOUTH OF THE
 JU0109'CENTER LINE OF U.S. HIGHWAY 9, 1.0 FOOT SOUTH OF THE NORTHEAST
 JU0109'CORNER OF THE ABUTMENT, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JU0109'HIGHWAY AND ABOUT 2 FEET ABOVE THE GROUND.
 JU0109
 JU0109                          STATION RECOVERY (1979)
 JU0109
 JU0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0109'RECOVERED IN GOOD CONDITION.
 JU0109
 JU0109                          STATION RECOVERY (1985)
 JU0109
 JU0109'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0109'RECOVERED IN GOOD CONDITION.
 JU0109
 JU0109                          STATION RECOVERY (1995)
 JU0109
 JU0109'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0109'RECOVERED AS DESCRIBED.
 JU0109
 JU0109                          STATION RECOVERY (1996)
 JU0109
 JU0109'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 JU0109'THE STATION IS LOCATED IN BASS RIVER TOWNSHIP, SET VERTICALLY IN THE
 JU0109'NORTHWEST END OF THE GARDEN STATE PARKWAY BRIDGE SPANNING U.S. HIGHWAY
 JU0109'9 AND THE BASS RIVER.  RECOVERED AS DESCRIBED AS PER THE 1964
 JU0109'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0264 ***********************************************************************
 JU0264  DESIGNATION -  F 67
 JU0264  PID         -  JU0264
 JU0264  STATE/COUNTY-  NJ/ATLANTIC
 JU0264  USGS QUAD   -  OCEANVILLE (1989)
 JU0264
 JU0264                         *CURRENT SURVEY CONTROL
 JU0264  ___________________________________________________________________
 JU0264* NAD 83(1986)-  39 29 36.     (N)    074 27 24.     (W)     SCALED    
 JU0264* NAVD 88     -        10.643  (meters)      34.92   (feet)  ADJUSTED  
 JU0264  ___________________________________________________________________
 JU0264  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JU0264  DYNAMIC HT  -          10.638 (meters)      34.90  (feet)  COMP
 JU0264  MODELED GRAV-     980,134.1   (mgal)                       NAVD 88
 JU0264
 JU0264  VERT ORDER  -  FIRST     CLASS I
 JU0264
 JU0264.The horizontal coordinates were scaled from a topographic map and have
 JU0264.an estimated accuracy of +/- 6 seconds.
 JU0264
 JU0264.The orthometric height was determined by differential leveling
 JU0264.and adjusted by the National Geodetic Survey in June 1991..
 JU0264
 JU0264.The geoid height was determined by GEOID03.
 JU0264
 JU0264.The dynamic height is computed by dividing the NAVD 88
 JU0264.geopotential number by the normal gravity value computed on the
 JU0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0264.degrees latitude (g = 980.6199 gals.).
 JU0264
 JU0264.The modeled gravity was interpolated from observed gravity values.
 JU0264
 JU0264;                    North         East    Units  Estimated Accuracy
 JU0264;SPC NJ       -    73,270.      153,730.      MT  (+/- 180 meters Scaled)
 JU0264
 JU0264                          SUPERSEDED SURVEY CONTROL
 JU0264
 JU0264  NGVD 29 (04/16/92)   11.031  (m)           36.19   (f) ADJUSTED    1 1
 JU0264
 JU0264.Superseded values are not recommended for survey control.
 JU0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0264.See file dsdata.txt to determine how the superseded data were derived.
 JU0264
 JU0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ467716(NAD 83)
 JU0264_MARKER: DB = BENCH MARK DISK
 JU0264_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JU0264+WITH SETTING: INTO GROUND
 JU0264_SP_SET: 120 FEET
 JU0264_STAMPING: F 67 1964
 JU0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0264+STABILITY: SURFACE MOTION
 JU0264
 JU0264  HISTORY     - Date     Condition        Report By
 JU0264  HISTORY     - 1964     MONUMENTED       CGS
 JU0264  HISTORY     - 1979     GOOD             NGS
 JU0264
 JU0264                          STATION DESCRIPTION
 JU0264
 JU0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0264'1.8 MI N FROM OCEANVILLE.
 JU0264'1.8 MILES NORTH ALONG U.S. HIGHWAY 9 FROM THE POST OFFICE AT
 JU0264'OCEANVILLE, ON THE GROUNDS OF THE EMMAUS METHODIST CHURCH, ALONG
 JU0264'THE SOUTHEAST SIDE OF A CEMETERY, 309 FEET EAST OF THE CENTER
 JU0264'LINE OF THE HIGHWAY, 101 FEET SOUTH OF THE CENTER LINE OF
 JU0264'ATLANTIC COUNTY HIGHWAY 561, 50.5 FEET WEST OF THE SOUTHWEST
 JU0264'CORNER OF THE CHURCH, 17.0 FEET SOUTHEAST OF THE SOUTHEAST
 JU0264'CORNER OF THE JAMESETTA HIGBEE TOMBSTONE, 0.7 FOOT EAST OF A
 JU0264'CHAIN FENCE ALONG THE SOUTHEAST SIDE OF THE CEMETERY, ABOUT 1
 JU0264'FOOT ABOVE THE LEVEL OF THE COUNTY ROAD AND IS A DISK ON TOP OF
 JU0264'A COPPER COATED STEEL ROD THAT IS ABOUT 1 INCH UNDER GROUND
 JU0264'AND PROTECTED BY A 8 INCH TILE THAT IS FLUSH WITH THE GROUND.
 JU0264'THE ROD WAS DRIVEN TO A DEPTH OF 120 FEET.
 JU0264
 JU0264                          STATION RECOVERY (1979)
 JU0264
 JU0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0264'THE MARK IS 1 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0053 ***********************************************************************
 JU0053  DESIGNATION -  F 68
 JU0053  PID         -  JU0053
 JU0053  STATE/COUNTY-  NJ/OCEAN
 JU0053  USGS QUAD   -  FORKED RIVER (1989)
 JU0053
 JU0053                         *CURRENT SURVEY CONTROL
 JU0053  ___________________________________________________________________
 JU0053* NAD 83(1986)-  39 51 19.     (N)    074 10 48.     (W)     SCALED    
 JU0053* NAVD 88     -        10.689  (meters)      35.07   (feet)  ADJUSTED  
 JU0053  ___________________________________________________________________
 JU0053  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU0053  DYNAMIC HT  -          10.684 (meters)      35.05  (feet)  COMP
 JU0053  MODELED GRAV-     980,164.6   (mgal)                       NAVD 88
 JU0053
 JU0053  VERT ORDER  -  FIRST     CLASS I
 JU0053
 JU0053.The horizontal coordinates were scaled from a topographic map and have
 JU0053.an estimated accuracy of +/- 6 seconds.
 JU0053
 JU0053.The orthometric height was determined by differential leveling
 JU0053.and adjusted by the National Geodetic Survey in June 1991..
 JU0053
 JU0053.The geoid height was determined by GEOID03.
 JU0053
 JU0053.The dynamic height is computed by dividing the NAVD 88
 JU0053.geopotential number by the normal gravity value computed on the
 JU0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0053.degrees latitude (g = 980.6199 gals.).
 JU0053
 JU0053.The modeled gravity was interpolated from observed gravity values.
 JU0053
 JU0053;                    North         East    Units  Estimated Accuracy
 JU0053;SPC NJ       -   113,500.      177,380.      MT  (+/- 180 meters Scaled)
 JU0053
 JU0053                          SUPERSEDED SURVEY CONTROL
 JU0053
 JU0053  NGVD 29 (04/16/92)   11.060  (m)           36.29   (f) ADJUSTED    1 1
 JU0053
 JU0053.Superseded values are not recommended for survey control.
 JU0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0053.See file dsdata.txt to determine how the superseded data were derived.
 JU0053
 JU0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK701120(NAD 83)
 JU0053_MARKER: DB = BENCH MARK DISK
 JU0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0053_SP_SET: CONCRETE POST
 JU0053_STAMPING: F 68 1964
 JU0053_MARK LOGO: CGS   
 JU0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0053+STABILITY: SURFACE MOTION
 JU0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0053+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 JU0053
 JU0053  HISTORY     - Date     Condition        Report By
 JU0053  HISTORY     - 1964     MONUMENTED       CGS
 JU0053  HISTORY     - 1979     GOOD             NGS
 JU0053  HISTORY     - 1987     GOOD             USPSQD
 JU0053  HISTORY     - 19910312 GOOD             NJGS
 JU0053  HISTORY     - 19961114 GOOD             USPSQD
 JU0053
 JU0053                          STATION DESCRIPTION
 JU0053
 JU0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0053'1.4 MI NE FROM FORKED RIVER.
 JU0053'ABOUT 1.4 MILES NORTHEAST ALONG U.S. HIGHWAY 9 FROM THE POST
 JU0053'OFFICE AT FORKED RIVER, 205.0 FEET SOUTH OF AND ACROSS THE
 JU0053'HIGHWAY FROM LANOKA HARBOR POST OFFICE, 59.0 FEET SOUTHEAST OF
 JU0053'THE CENTER LINE OF THE HIGHWAY, 77.0 FEET SOUTH OF POWER POLE
 JU0053'309L, 35.0 FEET NORTHEAST OF THE CENTER LINE OF A BLACK TOP ROAD
 JU0053'LEADING GOOD LUCK CEMETERY, 1.4 FOOT SOUTHWEST OF A METAL WITNESS
 JU0053'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE
 JU0053'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 JU0053
 JU0053                          STATION RECOVERY (1979)
 JU0053
 JU0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0053'RECOVERED IN GOOD CONDITION.
 JU0053
 JU0053                          STATION RECOVERY (1987)
 JU0053
 JU0053'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0053'RECOVERED IN GOOD CONDITION.
 JU0053
 JU0053                          STATION RECOVERY (1991)
 JU0053
 JU0053'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 JU0053'THE STATION IS LOCATED IN LACEY TOWNSHIP ON THE SOUTHEAST SIDE OF U.S.
 JU0053'HIGHWAY 9 ON THE NORTHEAST SIDE OF PROPERTY OWNED BY THE GOOD LUCK
 JU0053'CEMETERY.  TO REACH THE STATION FROM THE POST OFFICE IN FORKED RIVER,
 JU0053'GO 1.4 MI (2.3 KM) NORTHEAST ON U.S. HIGHWAY 9 TO THE STATION ON THE
 JU0053'RIGHT.  THE STATION IS ALSO 0.1 KM (0.1 MI) SOUTH OF THE JUNCTION
 JU0053'WITH HAINES STREET.  THE STATION IS 59.0 FT (18.0 M) SOUTHEAST OF THE
 JU0053'CENTERLINE OF U.S. HIGHWAY 9, 35.0 FT (10.7 M) NORTHEAST OF THE
 JU0053'CENTERLINE OF THE ROAD LEADING TO THE GOOD LUCK CEMETERY, 36.0 FT
 JU0053'(11.0 M) SOUTHEAST FROM THE EAST EDGE OF U.S. HIGHWAY 9 AND 1.4 FT
 JU0053'(0.4 M) SOUTHWEST FROM A METAL WITNESS POST AND PROJECTING 0.2 FT
 JU0053'(0.1 M) ABOVE THE GROUND.
 JU0053
 JU0053                          STATION RECOVERY (1996)
 JU0053
 JU0053'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0001 ***********************************************************************
 JU0001  DESIGNATION -  F 69
 JU0001  PID         -  JU0001
 JU0001  STATE/COUNTY-  NJ/OCEAN
 JU0001  USGS QUAD   -  SEASIDE PARK (1989)
 JU0001
 JU0001                         *CURRENT SURVEY CONTROL
 JU0001  ___________________________________________________________________
 JU0001* NAD 83(1986)-  39 59 21.     (N)    074 03 53.     (W)     SCALED    
 JU0001* NAVD 88     -         1.793  (meters)       5.88   (feet)  ADJUSTED  
 JU0001  ___________________________________________________________________
 JU0001  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JU0001  DYNAMIC HT  -           1.792 (meters)       5.88  (feet)  COMP
 JU0001  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 JU0001
 JU0001  VERT ORDER  -  FIRST     CLASS I
 JU0001
 JU0001.The horizontal coordinates were scaled from a topographic map and have
 JU0001.an estimated accuracy of +/- 6 seconds.
 JU0001
 JU0001.The orthometric height was determined by differential leveling
 JU0001.and adjusted by the National Geodetic Survey in June 1991..
 JU0001
 JU0001.The geoid height was determined by GEOID03.
 JU0001
 JU0001.The dynamic height is computed by dividing the NAVD 88
 JU0001.geopotential number by the normal gravity value computed on the
 JU0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0001.degrees latitude (g = 980.6199 gals.).
 JU0001
 JU0001.The modeled gravity was interpolated from observed gravity values.
 JU0001
 JU0001;                    North         East    Units  Estimated Accuracy
 JU0001;SPC NJ       -   128,400.      187,170.      MT  (+/- 180 meters Scaled)
 JU0001
 JU0001                          SUPERSEDED SURVEY CONTROL
 JU0001
 JU0001  NGVD 29 (04/16/92)    2.139  (m)            7.02   (f) ADJUSTED    1 1
 JU0001
 JU0001.Superseded values are not recommended for survey control.
 JU0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0001.See file dsdata.txt to determine how the superseded data were derived.
 JU0001
 JU0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK798269(NAD 83)
 JU0001_MARKER: DB = BENCH MARK DISK
 JU0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0001_SP_SET: CULVERT
 JU0001_STAMPING: F 69 1964
 JU0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0001
 JU0001  HISTORY     - Date     Condition        Report By
 JU0001  HISTORY     - 1964     MONUMENTED       CGS
 JU0001  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0001  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU0001  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0001  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 JU0001  HISTORY     - 19940808 GOOD             USPSQD
 JU0001
 JU0001                          STATION DESCRIPTION
 JU0001
 JU0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0001'0.8 MI S FROM NORMANDY BEACH.
 JU0001'ABOUT 0.05 MILE WEST ALONG A BLACKTOP STREET FROM THE POST
 JU0001'OFFICE AT NORMANDY BEACH, THENCE 0.8 MILE SOUTH ALONG WEST
 JU0001'CENTERL AVENUE (STATE HIGHWAY 35), ABOUT 160 YARDS SOUTH OF THE
 JU0001'JUNCTION OF BAY VIEW DRIVE, 7.0 FEET WEST OF THE WEST CURB OF
 JU0001'THE AVENUE, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE AVENUE AND
 JU0001'SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT
 JU0001'OF AN 8-FOOT CONCRETE CULVERT UNDER THE AVENUE.
 JU0001
 JU0001                          STATION RECOVERY (1979)
 JU0001
 JU0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0001'NOTE-- ONLY STEM OF THE DISK REMAINS.
 JU0001
 JU0001                          STATION RECOVERY (1984)
 JU0001
 JU0001'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0001'MARK NOT FOUND.
 JU0001
 JU0001                          STATION RECOVERY (1987)
 JU0001
 JU0001'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0001'MARK NOT FOUND.
 JU0001
 JU0001                          STATION RECOVERY (1990)
 JU0001
 JU0001'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 JU0001'MARK NOT FOUND.
 JU0001
 JU0001                          STATION RECOVERY (1994)
 JU0001
 JU0001'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0795 ***********************************************************************
 KV0795  DESIGNATION -  F 70
 KV0795  PID         -  KV0795
 KV0795  STATE/COUNTY-  NJ/MONMOUTH
 KV0795  USGS QUAD   -  ASBURY PARK (1989)
 KV0795
 KV0795                         *CURRENT SURVEY CONTROL
 KV0795  ___________________________________________________________________
 KV0795* NAD 83(1986)-  40 14 41.     (N)    074 00 14.     (W)     SCALED    
 KV0795* NAVD 88     -         9.547  (meters)      31.32   (feet)  ADJUSTED  
 KV0795  ___________________________________________________________________
 KV0795  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV0795  DYNAMIC HT  -           9.543 (meters)      31.31  (feet)  COMP
 KV0795  MODELED GRAV-     980,172.9   (mgal)                       NAVD 88
 KV0795
 KV0795  VERT ORDER  -  FIRST     CLASS I
 KV0795
 KV0795.The horizontal coordinates were scaled from a topographic map and have
 KV0795.an estimated accuracy of +/- 6 seconds.
 KV0795
 KV0795.The orthometric height was determined by differential leveling
 KV0795.and adjusted by the National Geodetic Survey in June 1991..
 KV0795
 KV0795.The geoid height was determined by GEOID03.
 KV0795
 KV0795.The dynamic height is computed by dividing the NAVD 88
 KV0795.geopotential number by the normal gravity value computed on the
 KV0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0795.degrees latitude (g = 980.6199 gals.).
 KV0795
 KV0795.The modeled gravity was interpolated from observed gravity values.
 KV0795
 KV0795;                    North         East    Units  Estimated Accuracy
 KV0795;SPC NJ       -   156,800.      192,210.      MT  (+/- 180 meters Scaled)
 KV0795
 KV0795                          SUPERSEDED SURVEY CONTROL
 KV0795
 KV0795  NGVD 29 (04/16/92)    9.873  (m)           32.39   (f) ADJUSTED    1 1
 KV0795
 KV0795.Superseded values are not recommended for survey control.
 KV0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0795.See file dsdata.txt to determine how the superseded data were derived.
 KV0795
 KV0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK847553(NAD 83)
 KV0795_MARKER: DB = BENCH MARK DISK
 KV0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0795_STAMPING: F 70 1964
 KV0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0795+STABILITY: SURFACE MOTION
 KV0795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0795+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2003
 KV0795
 KV0795  HISTORY     - Date     Condition        Report By
 KV0795  HISTORY     - 1964     MONUMENTED       CGS
 KV0795  HISTORY     - 1979     GOOD             NGS
 KV0795  HISTORY     - 1984     GOOD             USPSQD
 KV0795  HISTORY     - 1987     GOOD             USPSQD
 KV0795  HISTORY     - 19920704 GOOD             USPSQD
 KV0795  HISTORY     - 20030110 GOOD             NJGS
 KV0795
 KV0795                          STATION DESCRIPTION
 KV0795
 KV0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0795'0.6 MI N FROM ALLENHURST.
 KV0795'0.55 MILE NORTH ALONG PENNSYLVANIA RAILROAD FROM THE RAILROAD
 KV0795'STATION AT ALLENHURST, 135.0 FEET SOUTH-SOUTHEAST OF THE
 KV0795'RAILROAD CROSSING AND DRUMMOND ROAD, 93.0 FEET WEST OF THE CENTER
 KV0795'LINE OF MONMOUTH DRIVE, 17.4 FEET EAST OF THE EAST RAIL OF THE
 KV0795'NORTH BOUND TRACK, 2.6 FEET SOUTH OF POWER LINE POLE NUMBER
 KV0795'JC 162 D, ABOUT 1 FOOT ABOVE MONMOUTH DRIVE AND SET IN THE
 KV0795'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE
 KV0795'THE GROUND.  NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING 1.5
 KV0795'MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE RAILROAD
 KV0795'STATION AT ELBERON.
 KV0795
 KV0795                          STATION RECOVERY (1979)
 KV0795
 KV0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0795'RECOVERED IN GOOD CONDITION.
 KV0795
 KV0795                          STATION RECOVERY (1984)
 KV0795
 KV0795'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0795'NOTE:--MARK 8' WEST OF METAL WITNESS POST.
 KV0795
 KV0795                          STATION RECOVERY (1987)
 KV0795
 KV0795'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0795'RECOVERED IN GOOD CONDITION.
 KV0795
 KV0795                          STATION RECOVERY (1992)
 KV0795
 KV0795'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0795'RECOVERED IN GOOD CONDITION.
 KV0795
 KV0795                          STATION RECOVERY (2003)
 KV0795
 KV0795'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (SJM)
 KV0795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0048 ***********************************************************************
 KV0048  DESIGNATION -  F 71
 KV0048  PID         -  KV0048
 KV0048  STATE/COUNTY-  NJ/UNION
 KV0048  USGS QUAD   -  PERTH AMBOY (1981)
 KV0048
 KV0048                         *CURRENT SURVEY CONTROL
 KV0048  ___________________________________________________________________
 KV0048* NAD 83(1986)-  40 37 08.     (N)    074 16 59.     (W)     SCALED    
 KV0048* NAVD 88     -         6.645  (meters)      21.80   (feet)  ADJUSTED  
 KV0048  ___________________________________________________________________
 KV0048  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KV0048  DYNAMIC HT  -           6.642 (meters)      21.79  (feet)  COMP
 KV0048  MODELED GRAV-     980,211.1   (mgal)                       NAVD 88
 KV0048
 KV0048  VERT ORDER  -  FIRST     CLASS I
 KV0048
 KV0048.The horizontal coordinates were scaled from a topographic map and have
 KV0048.an estimated accuracy of +/- 6 seconds.
 KV0048
 KV0048.The orthometric height was determined by differential leveling
 KV0048.and adjusted by the National Geodetic Survey in June 1991..
 KV0048
 KV0048.The geoid height was determined by GEOID03.
 KV0048
 KV0048.The dynamic height is computed by dividing the NAVD 88
 KV0048.geopotential number by the normal gravity value computed on the
 KV0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0048.degrees latitude (g = 980.6199 gals.).
 KV0048
 KV0048.The modeled gravity was interpolated from observed gravity values.
 KV0048
 KV0048;                    North         East    Units  Estimated Accuracy
 KV0048;SPC NJ       -   198,250.      168,360.      MT  (+/- 180 meters Scaled)
 KV0048
 KV0048                          SUPERSEDED SURVEY CONTROL
 KV0048
 KV0048  NGVD 29 (04/16/92)    6.967  (m)           22.86   (f) ADJUSTED    1 1
 KV0048
 KV0048.Superseded values are not recommended for survey control.
 KV0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0048.See file dsdata.txt to determine how the superseded data were derived.
 KV0048
 KV0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK606966(NAD 83)
 KV0048_MARKER: DB = BENCH MARK DISK
 KV0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0048_SP_SET: BRIDGE
 KV0048_STAMPING: F 71 1965
 KV0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0048+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 KV0048
 KV0048  HISTORY     - Date     Condition        Report By
 KV0048  HISTORY     - 1965     MONUMENTED       CGS
 KV0048  HISTORY     - 1969     GOOD             CGS
 KV0048  HISTORY     - 1989     GOOD             USPSQD
 KV0048  HISTORY     - 19940720 GOOD             USPSQD
 KV0048  HISTORY     - 20030609 GOOD             INDIV
 KV0048
 KV0048                          STATION DESCRIPTION
 KV0048
 KV0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0048'AT RAHWAY.
 KV0048'AT RAHWAY, AT THE BRIDGE OVER THE RAHWAY RIVER, IN THE NORTHERN
 KV0048'PART OF THE CITY OF RAHWAY, SET ON THE TOP AND NEAR THE CENTER
 KV0048'OF THE NORTHWEST CONCRETE HEAD WALL OF THE ST. GEORGES AVENUE
 KV0048'BRIDGE OVER THE RAHWAY RIVER, (HEAD WALL IS ABOUT 140 FEET
 KV0048'LONG), ABOUT 200 YARDS NORTH OF AND ACROSS ST. GEORGES AVENUE
 KV0048'FROM THE NORTH CORNER OF THE FRANKLIN SCHOOL, 69 FEET NORTHEAST
 KV0048'OF THE SOUTHWEST END OF THE HEAD WALL, 6.5 FEET NORTHWEST OF
 KV0048'THE NORTHWEST CURB OF ST. GEORGES AVENUE AND 1/2 FOOT ABOVE
 KV0048'THE LEVEL OF THE AVENUE.  NOTE-- THIS MARK IS ABOUT 0.85 MILE
 KV0048'SOUTHWEST ALONG ST. GEORGES AVENUE FROM ITS INTERSECTION WITH
 KV0048'STILES STREET AT LINDEN.
 KV0048
 KV0048                          STATION RECOVERY (1969)
 KV0048
 KV0048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KV0048'RECOVERED IN GOOD CONDITION.
 KV0048
 KV0048                          STATION RECOVERY (1989)
 KV0048
 KV0048'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0048'RECOVERED IN GOOD CONDITION.
 KV0048
 KV0048                          STATION RECOVERY (1994)
 KV0048
 KV0048'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0048'RECOVERED IN GOOD CONDITION.
 KV0048
 KV0048                          STATION RECOVERY (2003)
 KV0048
 KV0048'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (TAE)
 KV0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0052 ***********************************************************************
 KV0052  DESIGNATION -  F 72
 KV0052  PID         -  KV0052
 KV0052  STATE/COUNTY-  NJ/UNION
 KV0052  USGS QUAD   -  PERTH AMBOY (1981)
 KV0052
 KV0052                         *CURRENT SURVEY CONTROL
 KV0052  ___________________________________________________________________
 KV0052* NAD 83(1986)-  40 37 05.     (N)    074 15 01.     (W)     SCALED    
 KV0052* NAVD 88     -         6.187  (meters)      20.30   (feet)  ADJUSTED  
 KV0052  ___________________________________________________________________
 KV0052  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KV0052  DYNAMIC HT  -           6.184 (meters)      20.29  (feet)  COMP
 KV0052  MODELED GRAV-     980,215.9   (mgal)                       NAVD 88
 KV0052
 KV0052  VERT ORDER  -  FIRST     CLASS I
 KV0052
 KV0052.This mark is at Linden Airport (LDJ)
 KV0052
 KV0052.The horizontal coordinates were scaled from a topographic map and have
 KV0052.an estimated accuracy of +/- 6 seconds.
 KV0052
 KV0052.The orthometric height was determined by differential leveling
 KV0052.and adjusted by the National Geodetic Survey in June 1991..
 KV0052
 KV0052.The geoid height was determined by GEOID03.
 KV0052
 KV0052.The dynamic height is computed by dividing the NAVD 88
 KV0052.geopotential number by the normal gravity value computed on the
 KV0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0052.degrees latitude (g = 980.6199 gals.).
 KV0052
 KV0052.The modeled gravity was interpolated from observed gravity values.
 KV0052
 KV0052;                    North         East    Units  Estimated Accuracy
 KV0052;SPC NJ       -   198,170.      171,130.      MT  (+/- 180 meters Scaled)
 KV0052
 KV0052                          SUPERSEDED SURVEY CONTROL
 KV0052
 KV0052  NGVD 29 (04/16/92)    6.511  (m)           21.36   (f) ADJUSTED    1 1
 KV0052
 KV0052.Superseded values are not recommended for survey control.
 KV0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0052.See file dsdata.txt to determine how the superseded data were derived.
 KV0052
 KV0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK634966(NAD 83)
 KV0052_MARKER: DB = BENCH MARK DISK
 KV0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0052_SP_SET: CONCRETE FOUNDATION
 KV0052_STAMPING: F 72 1965
 KV0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0052
 KV0052  HISTORY     - Date     Condition        Report By
 KV0052  HISTORY     - 1965     MONUMENTED       CGS
 KV0052  HISTORY     - 19950531 MARK NOT FOUND   USPSQD
 KV0052  HISTORY     - 20010411 MARK NOT FOUND   USPSQD
 KV0052
 KV0052                          STATION DESCRIPTION
 KV0052
 KV0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0052'AT LINDEN.
 KV0052'AT LINDEN, ABOUT 120 YARDS EAST OF THE JUNCTION OF U.S. HIGHWAYS
 KV0052'1 AND 9 AND THE ENTRANCE DRIVE OF THE LINDEN AIRPORT, AT
 KV0052'LINDEN AIRPORT, SET VERTICALLY IN THE NORTHWEST FACE NEAR THE
 KV0052'WEST CORNER OF THE CONCRETE FOUNDATION OF A LARGE HANGAR WITH
 KV0052'THE CONTROL TOWER AT THE SOUTH CORNER, 25.9 FEET NORTHEAST OF THE
 KV0052'WEST CORNER OF THE HANGAR, 0.4 FOOT BELOW THE LEVEL OF THE TOP OF
 KV0052'THE FOUNDATION AND ABOUT LEVEL WITH THE GROUND.
 KV0052
 KV0052                          STATION RECOVERY (1995)
 KV0052
 KV0052'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0052'MARK NOT FOUND.
 KV0052
 KV0052                          STATION RECOVERY (2001)
 KV0052
 KV0052'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0963 ***********************************************************************
 KV0963  DESIGNATION -  F 73
 KV0963  PID         -  KV0963
 KV0963  STATE/COUNTY-  NJ/MIDDLESEX
 KV0963  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0963
 KV0963                         *CURRENT SURVEY CONTROL
 KV0963  ___________________________________________________________________
 KV0963* NAD 83(1986)-  40 26 28.     (N)    074 19 23.     (W)     SCALED    
 KV0963* NAVD 88     -        14.961  (meters)      49.08   (feet)  ADJUSTED  
 KV0963  ___________________________________________________________________
 KV0963  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KV0963  DYNAMIC HT  -          14.955 (meters)      49.06  (feet)  COMP
 KV0963  MODELED GRAV-     980,209.4   (mgal)                       NAVD 88
 KV0963
 KV0963  VERT ORDER  -  FIRST     CLASS II
 KV0963
 KV0963.The horizontal coordinates were scaled from a topographic map and have
 KV0963.an estimated accuracy of +/- 6 seconds.
 KV0963
 KV0963.The orthometric height was determined by differential leveling
 KV0963.and adjusted by the National Geodetic Survey in June 1991..
 KV0963
 KV0963.The geoid height was determined by GEOID03.
 KV0963
 KV0963.The dynamic height is computed by dividing the NAVD 88
 KV0963.geopotential number by the normal gravity value computed on the
 KV0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0963.degrees latitude (g = 980.6199 gals.).
 KV0963
 KV0963.The modeled gravity was interpolated from observed gravity values.
 KV0963
 KV0963;                    North         East    Units  Estimated Accuracy
 KV0963;SPC NJ       -   178,510.      165,010.      MT  (+/- 180 meters Scaled)
 KV0963
 KV0963                          SUPERSEDED SURVEY CONTROL
 KV0963
 KV0963  NGVD 29 (01/10/92)   15.291  (m)           50.17   (f) ADJUSTED    1 2
 KV0963
 KV0963.Superseded values are not recommended for survey control.
 KV0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0963.See file dsdata.txt to determine how the superseded data were derived.
 KV0963
 KV0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK574769(NAD 83)
 KV0963_MARKER: DB = BENCH MARK DISK
 KV0963_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 KV0963+WITH SETTING: INTO GROUND
 KV0963_STAMPING: F 73 1974
 KV0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0963+STABILITY: SURFACE MOTION
 KV0963
 KV0963  HISTORY     - Date     Condition        Report By
 KV0963  HISTORY     - 1974     MONUMENTED       NGS
 KV0963
 KV0963                          STATION DESCRIPTION
 KV0963
 KV0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV0963'3.7 MI SW FROM SOUTH AMBOY.
 KV0963'3.7 MILES SOUTHWEST ALONG BORDENTOWN AVENUE FROM THE POST OFFICE
 KV0963'AT SOUTH AMBOY, 3.05 MILES NORTHEAST OF OLD BRIDGE, ON THE TOP
 KV0963'OF A SMALL KNOLL WHICH IS ABOUT 157 YARDS NORTHEAST OF ALUMINUM
 KV0963'BILLETS INC. EAS COMPANY, ABOUT 0.1 MILE NORTHEAST OF A PENN
 KV0963'CENTRAL RAILROAD UNDERPASS, 58.4 FEET SOUTHEAST OF THE CENTER LINE
 KV0963'OF THE AVENUE, 3.6 FEET SOUTHWEST OF A CHAIN-LINK FENCE, 142.5
 KV0963'FEET NORTHEAST OF POWER POLE JC 85 MAD, 1.2 FEET NORTHWEST OF A
 KV0963'WITNESS POST, A DISK ON THE TOP OF A 4-FOOT CONCRETE COATED ROD
 KV0963'WITH A BASE PLATE ATTACHED.  THE UPPER PORTION OF THE ROD IS
 KV0963'ENCASED IN A 6-INCH PLASTIC PIPE PROJECTING 0.4 FOOT ABOVE THE
 KV0963'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1127 ***********************************************************************
 KV1127  DESIGNATION -  F 74
 KV1127  PID         -  KV1127
 KV1127  STATE/COUNTY-  NJ/MERCER
 KV1127  USGS QUAD   -  HIGHTSTOWN (1981)
 KV1127
 KV1127                         *CURRENT SURVEY CONTROL
 KV1127  ___________________________________________________________________
 KV1127* NAD 83(1986)-  40 15 25.     (N)    074 32 58.     (W)     SCALED    
 KV1127* NAVD 88     -        43.034  (meters)     141.19   (feet)  ADJUSTED  
 KV1127  ___________________________________________________________________
 KV1127  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KV1127  DYNAMIC HT  -          43.015 (meters)     141.12  (feet)  COMP
 KV1127  MODELED GRAV-     980,198.3   (mgal)                       NAVD 88
 KV1127
 KV1127  VERT ORDER  -  FIRST     CLASS II
 KV1127
 KV1127.The horizontal coordinates were scaled from a topographic map and have
 KV1127.an estimated accuracy of +/- 6 seconds.
 KV1127
 KV1127.The orthometric height was determined by differential leveling
 KV1127.and adjusted by the National Geodetic Survey in June 1991..
 KV1127
 KV1127.The geoid height was determined by GEOID03.
 KV1127
 KV1127.The dynamic height is computed by dividing the NAVD 88
 KV1127.geopotential number by the normal gravity value computed on the
 KV1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1127.degrees latitude (g = 980.6199 gals.).
 KV1127
 KV1127.The modeled gravity was interpolated from observed gravity values.
 KV1127
 KV1127;                    North         East    Units  Estimated Accuracy
 KV1127;SPC NJ       -   158,040.      145,790.      MT  (+/- 180 meters Scaled)
 KV1127
 KV1127                          SUPERSEDED SURVEY CONTROL
 KV1127
 KV1127  NGVD 29 (01/10/92)   43.366  (m)          142.28   (f) ADJUSTED    1 2
 KV1127
 KV1127.Superseded values are not recommended for survey control.
 KV1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1127.See file dsdata.txt to determine how the superseded data were derived.
 KV1127
 KV1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK383563(NAD 83)
 KV1127_MARKER: DB = BENCH MARK DISK
 KV1127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1127_SP_SET: OVERPASS
 KV1127_STAMPING: F 74 1974
 KV1127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1127
 KV1127  HISTORY     - Date     Condition        Report By
 KV1127  HISTORY     - 1974     MONUMENTED       NGS
 KV1127
 KV1127                          STATION DESCRIPTION
 KV1127
 KV1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1127'1.6 MI SW FROM HIGHTSTOWN.
 KV1127'0.3 MILE NORTHWEST ALONG STOCKTON AVENUE FROM THE WALTER C.
 KV1127'CLARK ELEMENTARY SCHOOL AT HIGHTSTOWN, THENCE 1.25 MILES
 KV1127'SOUTHWEST ALONG U.S. HIGHWAY 130, AT AN OVERPASS OVER STATE
 KV1127'HIGHWAY 33 AND THE PENN CENTRAL RAILROAD, IN THE TOP OF A
 KV1127'CONCRETE RETAINING WALL WHICH IS ALONG THE SOUTHEAST SIDE OF
 KV1127'STATE HIGHWAY 33, 9.2 FEET SOUTHWEST OF THE WEST CORNER OF THE
 KV1127'OVERPASS, 20.5 FEET NORTHWEST OF THE CENTER LINE OF THE
 KV1127'SOUTHBOUND LANES OF U.S. HIGHWAY 130, AND ABOUT 1/2 FOOT HIGHER
 KV1127'THAN U.S. HIGHWAY 130.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1145 ***********************************************************************
 KV1145  DESIGNATION -  F 75
 KV1145  PID         -  KV1145
 KV1145  STATE/COUNTY-  NJ/BURLINGTON
 KV1145  USGS QUAD   -  TRENTON EAST (1981)
 KV1145
 KV1145                         *CURRENT SURVEY CONTROL
 KV1145  ___________________________________________________________________
 KV1145* NAD 83(1986)-  40 08 29.     (N)    074 43 06.     (W)     SCALED    
 KV1145* NAVD 88     -        12.124  (meters)      39.78   (feet)  ADJUSTED  
 KV1145  ___________________________________________________________________
 KV1145  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV1145  DYNAMIC HT  -          12.118 (meters)      39.76  (feet)  COMP
 KV1145  MODELED GRAV-     980,196.3   (mgal)                       NAVD 88
 KV1145
 KV1145  VERT ORDER  -  FIRST     CLASS I
 KV1145
 KV1145.The horizontal coordinates were scaled from a topographic map and have
 KV1145.an estimated accuracy of +/- 6 seconds.
 KV1145
 KV1145.The orthometric height was determined by differential leveling
 KV1145.and adjusted by the National Geodetic Survey in June 1991..
 KV1145
 KV1145.The geoid height was determined by GEOID03.
 KV1145
 KV1145.The dynamic height is computed by dividing the NAVD 88
 KV1145.geopotential number by the normal gravity value computed on the
 KV1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1145.degrees latitude (g = 980.6199 gals.).
 KV1145
 KV1145.The modeled gravity was interpolated from observed gravity values.
 KV1145
 KV1145;                    North         East    Units  Estimated Accuracy
 KV1145;SPC NJ       -   145,240.      131,400.      MT  (+/- 180 meters Scaled)
 KV1145
 KV1145                          SUPERSEDED SURVEY CONTROL
 KV1145
 KV1145  NGVD 29 (01/10/92)   12.450  (m)           40.85   (f) ADJUSTED    1 1
 KV1145
 KV1145.Superseded values are not recommended for survey control.
 KV1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1145.See file dsdata.txt to determine how the superseded data were derived.
 KV1145
 KV1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK239434(NAD 83)
 KV1145_MARKER: DB = BENCH MARK DISK
 KV1145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1145_SP_SET: BRIDGE WINGWALL
 KV1145_STAMPING: F 75 1974
 KV1145_MARK LOGO: NGS   
 KV1145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1145+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1988
 KV1145
 KV1145  HISTORY     - Date     Condition        Report By
 KV1145  HISTORY     - 1974     MONUMENTED       NGS
 KV1145  HISTORY     - 19880713 GOOD             NJGS
 KV1145
 KV1145                          STATION DESCRIPTION
 KV1145
 KV1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1145'0.6 MI SW FROM BORDENTOWN.
 KV1145'0.15 MILE SOUTHEAST ALONG PRINCE STREET FROM THE POST OFFICE AT
 KV1145'BORDENTOWN, THENCE 0.40 MILE SOUTHWEST ALONG WEST BURLINGTON
 KV1145'STREET, SET VERTICALLY IN THE SOUTHWEST WINGWALL OF I-295
 KV1145'OVERPASS OVER THE STREET, 32.3 FEET NORTH-NORTHWEST OF THE
 KV1145'NORTH-NORTHWEST CURB OF BURLINGTON STREET, 8.9 FEET EAST-NORTHEAST
 KV1145'OF THE NORTHEAST END OF A CHAIN LINK FENCE, 2 1/2 FEET ABOVE THE
 KV1145'GROUND AND ABOUT 10 FEET ABOVE THE LEVEL OF THE STREET.
 KV1145
 KV1145                          STATION RECOVERY (1988)
 KV1145
 KV1145'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1166 ***********************************************************************
 KV1166  DESIGNATION -  F 76
 KV1166  PID         -  KV1166
 KV1166  STATE/COUNTY-  NJ/BURLINGTON
 KV1166  USGS QUAD   -  BEVERLY (1973)
 KV1166
 KV1166                         *CURRENT SURVEY CONTROL
 KV1166  ___________________________________________________________________
 KV1166* NAD 83(1986)-  40 03 11.     (N)    074 56 50.     (W)     SCALED    
 KV1166* NAVD 88     -         6.497  (meters)      21.32   (feet)  ADJUSTED  
 KV1166  ___________________________________________________________________
 KV1166  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV1166  DYNAMIC HT  -           6.494 (meters)      21.31  (feet)  COMP
 KV1166  MODELED GRAV-     980,190.8   (mgal)                       NAVD 88
 KV1166
 KV1166  VERT ORDER  -  FIRST     CLASS II
 KV1166
 KV1166.The horizontal coordinates were scaled from a topographic map and have
 KV1166.an estimated accuracy of +/- 6 seconds.
 KV1166
 KV1166.The orthometric height was determined by differential leveling
 KV1166.and adjusted by the National Geodetic Survey in June 1991..
 KV1166
 KV1166.The geoid height was determined by GEOID03.
 KV1166
 KV1166.The dynamic height is computed by dividing the NAVD 88
 KV1166.geopotential number by the normal gravity value computed on the
 KV1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1166.degrees latitude (g = 980.6199 gals.).
 KV1166
 KV1166.The modeled gravity was interpolated from observed gravity values.
 KV1166
 KV1166;                    North         East    Units  Estimated Accuracy
 KV1166;SPC NJ       -   135,500.      111,840.      MT  (+/- 180 meters Scaled)
 KV1166
 KV1166                          SUPERSEDED SURVEY CONTROL
 KV1166
 KV1166  NGVD 29 (01/10/92)    6.818  (m)           22.37   (f) ADJUSTED    1 2
 KV1166
 KV1166.Superseded values are not recommended for survey control.
 KV1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1166.See file dsdata.txt to determine how the superseded data were derived.
 KV1166
 KV1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK045336(NAD 83)
 KV1166_MARKER: DB = BENCH MARK DISK
 KV1166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1166_SP_SET: BRICK WALL OF SCHOOL BUILDING
 KV1166_STAMPING: F 76 1974
 KV1166_MARK LOGO: NGS   
 KV1166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1166_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1166+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1991
 KV1166
 KV1166  HISTORY     - Date     Condition        Report By
 KV1166  HISTORY     - 1974     MONUMENTED       NGS
 KV1166  HISTORY     - 1984     GOOD             NJGS
 KV1166  HISTORY     - 19910623 GOOD             NJGS
 KV1166
 KV1166                          STATION DESCRIPTION
 KV1166
 KV1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1166'1.2 MI NE FROM RIVERSIDE.
 KV1166'1.25 MILES NORTHEAST ALONG BURLINGTON AVENUE (COUNTY ROAD 543)
 KV1166'FROM THE JUNCTION OF NORTH BROAD STREET AT RIVERSIDE, ALSO
 KV1166'1.60 MILES SOUTHWEST OF THE POST OFFICE AT BEVERLY, IN THE
 KV1166'VILLAGE OF DELANCO, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 KV1166'DELANCO ELEMENTARY SCHOOL, 170 FEET SOUTHEAST OF THE SOUTHEAST
 KV1166'CURB OF THE AVENUE, 123.4 FEET NORTHEAST OF THE NORTHWEST MAIN
 KV1166'ENTRANCE TO THE BUILDING, 4.4 FEET SOUTHWEST OF THE NORTH CORNER
 KV1166'AND 2.6 FEET ABOVE THE GROUND.
 KV1166
 KV1166                          STATION RECOVERY (1984)
 KV1166
 KV1166'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1984
 KV1166'RECOVERED IN GOOD CONDITION.
 KV1166
 KV1166                          STATION RECOVERY (1991)
 KV1166
 KV1166'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV1166'THE STATION IS LOCATED IN DELANCO TOWNSHIP IN BURLINGTON COUNTY ON
 KV1166'THE SOUTH SIDE OF BURLINGTON AVENUE, COUNTY ROUTE 543, ON THE GROUNDS
 KV1166'OF THE M. JOAN PEARSON ELEMENTARY SCHOOL.  TO REACH THE STATION FROM
 KV1166'THE POST OFFICE IN BEVERLY, GO SOUTHWEST ALONG BURLINGTON AVENUE FOR
 KV1166'1.60 MI (2.57 KM) TO THE STATION ON THE LEFT SET VERTICALLY IN THE
 KV1166'NORTHEAST CORNER OF THE ONE STORY PART OF THE SCHOOL BUILDING.  THE
 KV1166'STATION IS 1.3 M (4.3 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF THE
 KV1166'BUILDING, 37.3 M (122.4 FT) NORTHEAST FROM THE CENTER OF THE FRONT
 KV1166'ENTRANCE TO THE SCHOOL, 5.7 M (18.7 FT) SOUTHEAST FROM THE SOUTHEAST
 KV1166'CURBLINE OF A HORSESHOE SHAPED DRIVEWAY AND IS 0.6 M (2.0 FT) ABOVE
 KV1166'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2943 ***********************************************************************
 KV2943  DESIGNATION -  F 77
 KV2943  PID         -  KV2943
 KV2943  STATE/COUNTY-  NJ/WARREN
 KV2943  USGS QUAD   -  BLOOMSBURY (1970)
 KV2943
 KV2943                         *CURRENT SURVEY CONTROL
 KV2943  ___________________________________________________________________
 KV2943* NAD 83(1986)-  40 39 15.     (N)    075 05 10.     (W)     SCALED    
 KV2943* NAVD 88     -        94.115  (meters)     308.78   (feet)  ADJUSTED  
 KV2943  ___________________________________________________________________
 KV2943  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KV2943  DYNAMIC HT  -          94.071 (meters)     308.63  (feet)  COMP
 KV2943  MODELED GRAV-     980,154.5   (mgal)                       NAVD 88
 KV2943
 KV2943  VERT ORDER  -  FIRST     CLASS II
 KV2943
 KV2943.The horizontal coordinates were scaled from a topographic map and have
 KV2943.an estimated accuracy of +/- 6 seconds.
 KV2943
 KV2943.The orthometric height was determined by differential leveling
 KV2943.and adjusted by the National Geodetic Survey in June 1991..
 KV2943
 KV2943.The geoid height was determined by GEOID03.
 KV2943
 KV2943.The dynamic height is computed by dividing the NAVD 88
 KV2943.geopotential number by the normal gravity value computed on the
 KV2943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2943.degrees latitude (g = 980.6199 gals.).
 KV2943
 KV2943.The modeled gravity was interpolated from observed gravity values.
 KV2943
 KV2943;                    North         East    Units  Estimated Accuracy
 KV2943;SPC NJ       -   202,310.      100,440.      MT  (+/- 180 meters Scaled)
 KV2943
 KV2943                          SUPERSEDED SURVEY CONTROL
 KV2943
 KV2943  NGVD 29 (01/10/92)   94.335  (m)          309.50   (f) ADJUSTED    1 2
 KV2943
 KV2943.Superseded values are not recommended for survey control.
 KV2943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2943.See file dsdata.txt to determine how the superseded data were derived.
 KV2943
 KV2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL927003(NAD 83)
 KV2943_MARKER: DV = VERTICAL CONTROL DISK
 KV2943_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2943_SP_SET: STAINLESS STEEL ROD
 KV2943_STAMPING: F 77 1978
 KV2943_MARK LOGO: NGS   
 KV2943_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV2943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2943+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 KV2943
 KV2943  HISTORY     - Date     Condition        Report By
 KV2943  HISTORY     - 1978     MONUMENTED       NGS
 KV2943  HISTORY     - 19950113 GOOD             NJGS
 KV2943  HISTORY     - 20000808 GOOD             NJGS
 KV2943  HISTORY     - 20030816 GOOD             AAAS
 KV2943
 KV2943                          STATION DESCRIPTION
 KV2943
 KV2943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2943'IN BLOOMSBURY.
 KV2943'IN BLOOMSBURY, AT THE BLOOMSBURY SCHOOL, 51.5 FEET NORTHEAST OF THE
 KV2943'CENTER LINE OF CHURCH STREET, 53.0 FEET NORTHWEST OF THE CENTER LINE
 KV2943'OF MAIN STREET, 44.8 FEET SOUTHWEST OF THE CENTER OF THE ENTRANCE
 KV2943'TO THE SCHOOL, AND 1.5 FEET WEST OF THE BASE OF THE FLAG POLE.
 KV2943'DRIVEN TO REFUSAL.
 KV2943
 KV2943                          STATION RECOVERY (1995)
 KV2943
 KV2943'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV2943'RECOVERED AS DESCRIBED.
 KV2943
 KV2943                          STATION RECOVERY (2000)
 KV2943
 KV2943'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (ECB)
 KV2943'RECOVERED IN GOOD CONDITION.
 KV2943
 KV2943                          STATION RECOVERY (2003)
 KV2943
 KV2943'RECOVERY NOTE BY ARORA AND ASSOCIATES 2003 (MKR)
 KV2943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2919 ***********************************************************************
 KV2919  DESIGNATION -  F 78
 KV2919  PID         -  KV2919
 KV2919  STATE/COUNTY-  NJ/SOMERSET
 KV2919  USGS QUAD   -  RARITAN (1981)
 KV2919
 KV2919                         *CURRENT SURVEY CONTROL
 KV2919  ___________________________________________________________________
 KV2919* NAD 83(1986)-  40 34 51.     (N)    074 38 17.     (W)     SCALED    
 KV2919* NAVD 88     -        43.324  (meters)     142.14   (feet)  ADJUSTED  
 KV2919  ___________________________________________________________________
 KV2919  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KV2919  DYNAMIC HT  -          43.304 (meters)     142.07  (feet)  COMP
 KV2919  MODELED GRAV-     980,175.0   (mgal)                       NAVD 88
 KV2919
 KV2919  VERT ORDER  -  FIRST     CLASS II
 KV2919
 KV2919.The horizontal coordinates were scaled from a topographic map and have
 KV2919.an estimated accuracy of +/- 6 seconds.
 KV2919
 KV2919.The orthometric height was determined by differential leveling
 KV2919.and adjusted by the National Geodetic Survey in June 1991..
 KV2919
 KV2919.The geoid height was determined by GEOID03.
 KV2919
 KV2919.The dynamic height is computed by dividing the NAVD 88
 KV2919.geopotential number by the normal gravity value computed on the
 KV2919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2919.degrees latitude (g = 980.6199 gals.).
 KV2919
 KV2919.The modeled gravity was interpolated from observed gravity values.
 KV2919
 KV2919;                    North         East    Units  Estimated Accuracy
 KV2919;SPC NJ       -   194,010.      138,310.      MT  (+/- 180 meters Scaled)
 KV2919
 KV2919                          SUPERSEDED SURVEY CONTROL
 KV2919
 KV2919  NGVD 29 (01/10/92)   43.590  (m)          143.01   (f) ADJUSTED    1 2
 KV2919
 KV2919.Superseded values are not recommended for survey control.
 KV2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2919.See file dsdata.txt to determine how the superseded data were derived.
 KV2919
 KV2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK306922(NAD 83)
 KV2919_MARKER: DB = BENCH MARK DISK
 KV2919_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2919_SP_SET: STAINLESS STEEL ROD
 KV2919_STAMPING: F 78 1978
 KV2919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2919+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005
 KV2919
 KV2919  HISTORY     - Date     Condition        Report By
 KV2919  HISTORY     - 1978     MONUMENTED       NGS
 KV2919  HISTORY     - 20021130 MARK NOT FOUND   USPSQD
 KV2919  HISTORY     - 20050416 GOOD             USPSQD
 KV2919  HISTORY     - 20050527 GOOD             SURSAT
 KV2919
 KV2919                          STATION DESCRIPTION
 KV2919
 KV2919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2919'1.75 MI NE FROM SOMERVILLE.
 KV2919'1.75 MILES NORTHEAST ALONG STATE ROUTE 28 FROM THE COUNTY COURT HOUSE
 KV2919'AT SOMERVILLE, NEAR THE SOUTHWEST CORNER OF THE RARITAN VALLEY
 KV2919'COUNTRY CLUB, 39 FEET SOUTHEAST OF THE CENTER OF THE MIDDLE OF 3
 KV2919'SERVICE ROADS TO THE GOLF COURSE, 85 FEET SOUTHWEST OF THE WEST
 KV2919'CORNER OF THE TEE OFF FOR THE 9TH HOLE, 39.0 FEET NORTHEAST AND
 KV2919'THROUGH THE HEDGE FROM THE CENTER LINE OF ROUTE 28, AND 23.8 FEET
 KV2919'NORTHWEST OF POWER POLE WITH A METER AND IS ALSO A SINGLE BRANCH
 KV2919'FROM THE MAIN POWER LINE, ALSO SET AT A SMALL V IN THE HEDGE ROW
 KV2919'AND ABOUT 0.1 MILE SOUTHEAST OF THE INTERSECTION  OF ROUTE 28 AND
 KV2919'RARITAN ROAD. ROD DRIVEN TO REFUSAL.
 KV2919
 KV2919                          STATION RECOVERY (2002)
 KV2919
 KV2919'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV2919'FOUND WITNESS POST. MARKER NOT RECOVERED.
 KV2919
 KV2919                          STATION RECOVERY (2005)
 KV2919
 KV2919'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 KV2919'21 INCHES EAST FROM WITNESS POST AND LOCATED BENEATH INSPECTION PLATE.
 KV2919'MARK UNDER GROUND
 KV2919
 KV2919                          STATION RECOVERY (2005)
 KV2919
 KV2919'RECOVERY NOTE BY SURVSAT 2005 (BRB)
 KV2919'THE MARK IS IN A PVC CLEAN OUT-TYPE SLEEVE. IT CAN BE OBSERVED BY
 KV2919'PRECISE GPS WITH A MINIMUM 7 FOOT HICH SET-UP TO CLEAR THE HEDGE. IT
 KV2919'IS INSIDE THE FENCE OF THE GOLF COURSE AND A COURTESY REQUEST OF A
 KV2919'STAFF MEMBER IS IN ORDER. THE GATE IS USUALLY OPEN DURING NORMAL HOURS
 KV2919' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2328 ***********************************************************************
 JU2328  DESIGNATION -  F 79
 JU2328  PID         -  JU2328
 JU2328  STATE/COUNTY-  NJ/CAPE MAY
 JU2328  USGS QUAD   -  WOODBINE (1972)
 JU2328
 JU2328                         *CURRENT SURVEY CONTROL
 JU2328  ___________________________________________________________________
 JU2328* NAD 83(1986)-  39 11 37.     (N)    074 49 56.     (W)     SCALED    
 JU2328* NAVD 88     -         3.721  (meters)      12.21   (feet)  ADJUSTED  
 JU2328  ___________________________________________________________________
 JU2328  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 JU2328  DYNAMIC HT  -           3.719 (meters)      12.20  (feet)  COMP
 JU2328  MODELED GRAV-     980,085.3   (mgal)                       NAVD 88
 JU2328
 JU2328  VERT ORDER  -  FIRST     CLASS II
 JU2328
 JU2328.The horizontal coordinates were scaled from a topographic map and have
 JU2328.an estimated accuracy of +/- 6 seconds.
 JU2328
 JU2328.The orthometric height was determined by differential leveling
 JU2328.and adjusted by the National Geodetic Survey in June 1991..
 JU2328
 JU2328.The geoid height was determined by GEOID03.
 JU2328
 JU2328.The dynamic height is computed by dividing the NAVD 88
 JU2328.geopotential number by the normal gravity value computed on the
 JU2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2328.degrees latitude (g = 980.6199 gals.).
 JU2328
 JU2328.The modeled gravity was interpolated from observed gravity values.
 JU2328
 JU2328;                    North         East    Units  Estimated Accuracy
 JU2328;SPC NJ       -    40,050.      121,300.      MT  (+/- 180 meters Scaled)
 JU2328
 JU2328                          SUPERSEDED SURVEY CONTROL
 JU2328
 JU2328  NGVD 29 (01/10/92)    4.101  (m)           13.45   (f) ADJUSTED    1 2
 JU2328
 JU2328.Superseded values are not recommended for survey control.
 JU2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2328.See file dsdata.txt to determine how the superseded data were derived.
 JU2328
 JU2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ144382(NAD 83)
 JU2328_MARKER: DB = BENCH MARK DISK
 JU2328_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2328_SP_SET: STAINLESS STEEL ROD
 JU2328_STAMPING: F 79 1979
 JU2328_MARK LOGO: NGS   
 JU2328_PROJECTION: RECESSED 5 CENTIMETERS
 JU2328_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2328+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1998
 JU2328_ROD/PIPE-DEPTH: 6.10 meters
 JU2328
 JU2328  HISTORY     - Date     Condition        Report By
 JU2328  HISTORY     - 1979     MONUMENTED       NGS
 JU2328  HISTORY     - 19980318 GOOD             NJGS
 JU2328
 JU2328                          STATION DESCRIPTION
 JU2328
 JU2328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2328'1.25 MI NW FROM SOUTH DENNIS.
 JU2328'1.25 MILES NORTHWEST ALONG STATE ROUTE 47 FROM THE JUNCTION OF STATE
 JU2328'ROUTE 83 IN SOUTH DENNIS, AT THE JUNCTION OF TYLER-DENNISVILLE-
 JU2328'WOODBINE ROAD, AT THE STURDY SAVINGS AND LOAN BUILDING, 190 FEET
 JU2328'NORTH OF THE CENTER LINE OF THE HIGHWAY, 80 FEET WEST OF THE CENTER
 JU2328'LINE OF THE ROAD, 51 FEET NORTHEAST OF THE EAST CORNER OF THE BUILDING
 JU2328'AND 2.2 FEET WEST OF POWER POLE NUMBER W-36127 WITH A STREET LAMP.
 JU2328'THE MARK IS 2 FT  W FROM A WITNESS POST.
 JU2328'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2328
 JU2328                          STATION RECOVERY (1998)
 JU2328
 JU2328'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU2328'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 JU2328'24.0 M (78.7 FT) NORTHWEST FROM THE CENTERLINE OF DENNISVILLE WOODBINE
 JU2328'ROAD, COUNTY ROAD 611, 15.3 M (50.2 FT) NORTHEAST FROM THE NORTHEAST
 JU2328'CORNER OF A ONE STORY BUILDING FOR THE STURDY SAVINGS AND LOAN
 JU2328'ASSOCIATION, 23.3 M (76.4 FT) EAST NORTHEAST FROM THE NORTHWEST CORNER
 JU2328'OF A ONE STORY BUILDING FOR THE STURDY SAVINGS AND LOAN ASSOCIATION,
 JU2328'20.8 M (68.2 FT) SOUTHWEST FROM UTILITY POLE NUMBER BT 425DT AND ABOUT
 JU2328'1.0 M (3.3 FT) NORTHEAST FROM THE EDGE OF THE ASPHALT PAVED PARKING
 JU2328'LOT. MARK IS RECESSED 05 CENTIMETERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0119 ***********************************************************************
 JU0119  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0119  DESIGNATION -  F 8
 JU0119  PID         -  JU0119
 JU0119  STATE/COUNTY-  NJ/ATLANTIC
 JU0119  USGS QUAD   -  NEW GRETNA (1977)
 JU0119
 JU0119                         *CURRENT SURVEY CONTROL
 JU0119  ___________________________________________________________________
 JU0119* NAD 83(1986)-  39 32 40.     (N)    074 27 42.     (W)     SCALED    
 JU0119* NAVD 88     -         2.146  (meters)       7.04   (feet)  ADJUSTED  
 JU0119  ___________________________________________________________________
 JU0119  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JU0119  DYNAMIC HT  -           2.145 (meters)       7.04  (feet)  COMP
 JU0119  MODELED GRAV-     980,144.9   (mgal)                       NAVD 88
 JU0119
 JU0119  VERT ORDER  -  FIRST     CLASS I
 JU0119
 JU0119.The horizontal coordinates were scaled from a topographic map and have
 JU0119.an estimated accuracy of +/- 6 seconds.
 JU0119
 JU0119.The orthometric height was determined by differential leveling
 JU0119.and adjusted by the National Geodetic Survey in June 1991..
 JU0119
 JU0119.This Tidal Bench Mark is designated as VM 2655
 JU0119.by the Center for Operational Oceanographic Products and Services.
 JU0119
 JU0119.The geoid height was determined by GEOID03.
 JU0119
 JU0119.The dynamic height is computed by dividing the NAVD 88
 JU0119.geopotential number by the normal gravity value computed on the
 JU0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0119.degrees latitude (g = 980.6199 gals.).
 JU0119
 JU0119.The modeled gravity was interpolated from observed gravity values.
 JU0119
 JU0119;                    North         East    Units  Estimated Accuracy
 JU0119;SPC NJ       -    78,940.      153,300.      MT  (+/- 180 meters Scaled)
 JU0119
 JU0119                          SUPERSEDED SURVEY CONTROL
 JU0119
 JU0119  NGVD 29 (04/16/92)    2.534  (m)            8.31   (f) ADJUSTED    1 1
 JU0119
 JU0119.Superseded values are not recommended for survey control.
 JU0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0119.See file dsdata.txt to determine how the superseded data were derived.
 JU0119
 JU0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ462773(NAD 83)
 JU0119_MARKER: DB = BENCH MARK DISK
 JU0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0119_STAMPING: F 8 1930 8.333
 JU0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0119+STABILITY: SURFACE MOTION
 JU0119
 JU0119  HISTORY     - Date     Condition        Report By
 JU0119  HISTORY     - 1930     MONUMENTED       CGS
 JU0119  HISTORY     - 1964     GOOD             CGS
 JU0119  HISTORY     - 1979     GOOD             NGS
 JU0119  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0119  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0119
 JU0119                          STATION DESCRIPTION
 JU0119
 JU0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0119'4 MI S FROM NEW GRETNA.
 JU0119'ABOUT 3.95 MILES SOUTH ALONG U.S. HIGHWAY 9 FROM THE POST OFFICE
 JU0119'AT NEW GRETNA, ALSO ABOUT 5.35 MILES NORTH ALONG U.S. HIGHWAY 9
 JU0119'FROM THE POST OFFICE AT OCEANVILLE, 0.15 MILE NORTHEAST OF THE
 JU0119'JUNCTION OF ATLANTIC COUNTY HIGHWAY 575, 239.5 FEET SOUTHEAST
 JU0119'OF AND ACROSS A BLACKTOP ROAD FROM THE CENTER LINE OF THE
 JU0119'HIGHWAY, 17.8 FEET NORTHWEST OF THE WEST CORNER OF A CIVIL WAR
 JU0119'MONUMENT, 17.7 FEET WEST OF THE NORTH CORNER OF THE MONUMENT,
 JU0119'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JU0119'FLUSH WITH THE GROUND.
 JU0119
 JU0119                          STATION RECOVERY (1979)
 JU0119
 JU0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0119'RECOVERED IN GOOD CONDITION.
 JU0119
 JU0119                          STATION RECOVERY (1985)
 JU0119
 JU0119'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHF)
 JU0119'MARK NOT FOUND.
 JU0119
 JU0119                          STATION RECOVERY (1985)
 JU0119
 JU0119'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2417 ***********************************************************************
 JU2417  DESIGNATION -  F 80
 JU2417  PID         -  JU2417
 JU2417  STATE/COUNTY-  NJ/ATLANTIC
 JU2417  USGS QUAD   -  OCEAN CITY (1994)
 JU2417
 JU2417                         *CURRENT SURVEY CONTROL
 JU2417  ___________________________________________________________________
 JU2417* NAD 83(1986)-  39 18 50.     (N)    074 34 13.     (W)     SCALED    
 JU2417* NAVD 88     -         1.114  (meters)       3.65   (feet)  ADJUSTED  
 JU2417  ___________________________________________________________________
 JU2417  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 JU2417  DYNAMIC HT  -           1.113 (meters)       3.65  (feet)  COMP
 JU2417  MODELED GRAV-     980,104.0   (mgal)                       NAVD 88
 JU2417
 JU2417  VERT ORDER  -  FIRST     CLASS II
 JU2417
 JU2417.The horizontal coordinates were scaled from a topographic map and have
 JU2417.an estimated accuracy of +/- 6 seconds.
 JU2417
 JU2417.The orthometric height was determined by differential leveling
 JU2417.and adjusted by the National Geodetic Survey in June 1991..
 JU2417
 JU2417.The geoid height was determined by GEOID03.
 JU2417
 JU2417.The dynamic height is computed by dividing the NAVD 88
 JU2417.geopotential number by the normal gravity value computed on the
 JU2417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2417.degrees latitude (g = 980.6199 gals.).
 JU2417
 JU2417.The modeled gravity was interpolated from observed gravity values.
 JU2417
 JU2417;                    North         East    Units  Estimated Accuracy
 JU2417;SPC NJ       -    53,350.      143,940.      MT  (+/- 180 meters Scaled)
 JU2417
 JU2417                          SUPERSEDED SURVEY CONTROL
 JU2417
 JU2417  NGVD 29 (01/10/92)    1.508  (m)            4.95   (f) ADJUSTED    1 2
 JU2417
 JU2417.Superseded values are not recommended for survey control.
 JU2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2417.See file dsdata.txt to determine how the superseded data were derived.
 JU2417
 JU2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ370516(NAD 83)
 JU2417_MARKER: DB = BENCH MARK DISK
 JU2417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2417_SP_SET: STAINLESS STEEL ROD
 JU2417_STAMPING: F 80 1979
 JU2417_PROJECTION: FLUSH
 JU2417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2417_ROD/PIPE-DEPTH: 9.14 meters
 JU2417
 JU2417  HISTORY     - Date     Condition        Report By
 JU2417  HISTORY     - 1979     MONUMENTED       NGS
 JU2417  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU2417
 JU2417                          STATION DESCRIPTION
 JU2417
 JU2417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2417'2.2 MI WEST FROM LONGPORT.
 JU2417'2.2 MILES WEST ALONG STATE ROUTE 152 FROM THE WEST END OF THE ROUTE
 JU2417'152 BRIDGE OVER BEACH THEROFARD IN LONGPORT TO THE MARK ON THE LEFT,
 JU2417'SET ON THE SOUTH SIDE OF POWER POLE P 40604, BETWEEN TWO SMALL BRIDGES
 JU2417'OVER CREEKS, 267 FEET EAST OF THE EAST END OF A WOODEN GUARD RAIL OF
 JU2417'THE BRIDGE OVER A CREEK, 0.05 MILE WEST OF THE WEST END OF THE BRIDGE
 JU2417'OVER A CREEK, 49.5 FEET SOUTH AND ACROSS THE HIGHWAY FROM POWER
 JU2417'POLE 39, 27 FEET SOUTH OF THE CENTERLINE OF ROUTE 152, 2.5 FEET SOUTH
 JU2417'OF POWER POLE P 40604.
 JU2417'THE MARK IS 1 FT  E FROM A WITNESS POST.
 JU2417'THE MARK IS 1 FT BELOW HIGHWAY.
 JU2417
 JU2417                          STATION RECOVERY (2001)
 JU2417
 JU2417'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU2417'THE STATION WAS NOT RECOVERED AT THIS TIME. THE AREA HAS UNDERGONE
 JU2417'MAJOR ROAD REGRADING, REALIGNMENT AND ROADWAY STRUCTURE REPLACEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1175 ***********************************************************************
 HU1175  DESIGNATION -  F 81
 HU1175  PID         -  HU1175
 HU1175  STATE/COUNTY-  NJ/CAPE MAY
 HU1175  USGS QUAD   -  CAPE MAY (1972)
 HU1175
 HU1175                         *CURRENT SURVEY CONTROL
 HU1175  ___________________________________________________________________
 HU1175* NAD 83(1996)-  38 57 44.27693(N)    074 54 18.67217(W)     ADJUSTED  
 HU1175* NAVD 88     -         0.856  (meters)       2.81   (feet)  ADJUSTED  
 HU1175  ___________________________________________________________________
 HU1175  X           -   1,293,213.990 (meters)                     COMP
 HU1175  Y           -  -4,794,589.784 (meters)                     COMP
 HU1175  Z           -   3,989,041.767 (meters)                     COMP
 HU1175  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 HU1175  ELLIP HEIGHT-         -34.59  (meters)          (10/23/02) GPS OBS
 HU1175  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 HU1175  DYNAMIC HT  -           0.856 (meters)       2.81  (feet)  COMP
 HU1175  MODELED GRAV-     980,049.8   (mgal)                       NAVD 88
 HU1175
 HU1175  HORZ ORDER  -  FIRST
 HU1175  VERT ORDER  -  FIRST     CLASS II
 HU1175  ELLP ORDER  -  FOURTH    CLASS I
 HU1175
 HU1175.The horizontal coordinates were established by GPS observations
 HU1175.and adjusted by the National Geodetic Survey in May 1999..
 HU1175
 HU1175.The orthometric height was determined by differential leveling
 HU1175.and adjusted by the National Geodetic Survey in June 1991..
 HU1175
 HU1175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU1175
 HU1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1175
 HU1175.The ellipsoidal height was determined by GPS observations
 HU1175.and is referenced to NAD 83.
 HU1175
 HU1175.The geoid height was determined by GEOID03.
 HU1175
 HU1175.The dynamic height is computed by dividing the NAVD 88
 HU1175.geopotential number by the normal gravity value computed on the
 HU1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1175.degrees latitude (g = 980.6199 gals.).
 HU1175
 HU1175.The modeled gravity was interpolated from observed gravity values.
 HU1175
 HU1175;                    North         East     Units Scale Factor Converg.
 HU1175;SPC NJ       -    14,393.595   114,884.963   MT  0.99991518   -0 15 17.2
 HU1175;SPC NJ       -    47,222.99    376,918.42   sFT  0.99991518   -0 15 17.2
 HU1175;UTM  18      - 4,312,597.166   508,214.405   MT  0.99960083   +0 03 34.6
 HU1175
 HU1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1175!SPC NJ       -   1.00000543  x   0.99991518  =   0.99992061
 HU1175!UTM  18      -   1.00000543  x   0.99960083  =   0.99960625
 HU1175
 HU1175                          SUPERSEDED SURVEY CONTROL
 HU1175
 HU1175  ELLIP H (05/14/99)  -34.60   (m)                       GP(       ) 4 1
 HU1175  NAD 83(1991)-  38 57 44.27632(N)    074 54 18.67166(W) AD(       ) 1
 HU1175  ELLIP H (04/25/94)  -34.67   (m)                       GP(       ) 3 1
 HU1175  NAVD 88 (04/25/94)    0.87   (m)            2.9    (f) LEVELING    3  
 HU1175  NGVD 29 (01/10/92)    1.257  (m)            4.12   (f) ADJUSTED    1 2
 HU1175
 HU1175.Superseded values are not recommended for survey control.
 HU1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1175.See file dsdata.txt to determine how the superseded data were derived.
 HU1175
 HU1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0821412597(NAD 83)
 HU1175_MARKER: DV = VERTICAL CONTROL DISK
 HU1175_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HU1175_SP_SET: STAINLESS STEEL ROD
 HU1175_STAMPING: F 81 1979
 HU1175_MARK LOGO: NGS   
 HU1175_PROJECTION: FLUSH
 HU1175_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU1175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU1175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1175+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 HU1175_ROD/PIPE-DEPTH: 6.10 meters
 HU1175
 HU1175  HISTORY     - Date     Condition        Report By
 HU1175  HISTORY     - 1979     MONUMENTED       NGS
 HU1175  HISTORY     - 19930128 GOOD             NJHA
 HU1175  HISTORY     - 19950705 GOOD             NJGS
 HU1175  HISTORY     - 20010611 GOOD             NJGS
 HU1175  HISTORY     - 20030424 GOOD             NJGS
 HU1175  HISTORY     - 20051009 GOOD             GEOCAC
 HU1175
 HU1175                          STATION DESCRIPTION
 HU1175
 HU1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HU1175'0.6 MI SE FROM COLD SPRINGS.
 HU1175'THE MARK IS 2 FT BELOW HIGHWAY.
 HU1175'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 109 FROM THE JUNCTION OF U.S.
 HU1175'HIGHWAY 9 AT COLD SPRINGS, TO THE MARK ON THE LEFT, ALSO 2.35 MILES
 HU1175'NORTHEAST OF CAPE MAY, 75 FEET SOUTHWEST OF POWER POLE NUMBER W8962
 HU1175'WHICH IS IN THE CENTER OF THE MEDIAN STRIP, 28 FEET SOUTH OF GUY POLE
 HU1175'NUMBER W21281, AND 13.5 FEET EAST OF A GUY WIRE.
 HU1175'THE MARK IS 1 FT  W FROM A WITNESS POST.
 HU1175
 HU1175                          STATION RECOVERY (1993)
 HU1175
 HU1175'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 HU1175'THE STATION IS LOCATED  IN COLD SPRINGS, LOWER TOWNSHIP, ON THE
 HU1175'NORTHERLY SIDE OF THE RAMP CONNECTING THE SOUTHBOUND LANES OF THE
 HU1175'GARDEN STATE PARKWAY AT ABOUT MILEPOINT 0, WITH ROUTE 109 TOWARD COLD
 HU1175'SPRING AND NORTH CAPE MAY.  TO REACH THE STATION FROM THE GARDEN
 HU1175'STATE PARKWAY SOUTHBOUND, EXIT AT THE SOUTH END OF THE PARKWAY AT
 HU1175'ABOUT MILE 0 ONTO THE ROUTE 109 CONNECTING RAMP TOWARD COLD SPRING
 HU1175'AND NORTH CAPE MAY, GO ABOUT 0.1 MI (0.2 KM) WESTERLY ALONG THE RAMP
 HU1175'FROM THE END OF THE PARKWAY AND BEGINNING OF RAMP TO THE STATION ON
 HU1175'THE RIGHT SET INSIDE AND 0.5 FT (15.2 CM) BELOW THE TOP OF A 0.3 FT
 HU1175'(9.1 CM) DIAMETER WHITE POLLY VINAL CHLORIDE PIPE WITH CAP, FLUSH
 HU1175'WITH THE GROUND IN THE NORTHEASTRLY SLOPE OF A DRAINAGE DITCH RUNNING
 HU1175'ALONG THE EASTERLY SIDE OF THE RAMP.  THE STATION IS 42.2 FT
 HU1175'(12.9 M) NORT NORTHEAST FROM AND NORMAL TO THE SOLID WHITE LINE AT
 HU1175'THE EASTERLY EDGE OF THE RAMP LANE, 27.0 FT (8.2 M) NORTH NORTHEAST
 HU1175'FROM POLE NUMBER 21281 AND 50.5 FT (15.4 M) EAST NORTHEAST FROM A
 HU1175'WOOD SIGN POST, TWO WAY TRAFFIC.
 HU1175
 HU1175                          STATION RECOVERY (1995)
 HU1175
 HU1175'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 HU1175'RECOVERED AS DESCRIBED.  THE STATION IS 1 FT (0.3 M) SOUTH OF A CORPS
 HU1175'OF ENGINEER CARSONITE WITNESS POST, 1 FT (0.3 M) NORTHEAST OF A METAL
 HU1175'WITNESS POST, 22 FT (6.7 M) NORTHWEST OF THE NORTH LEG OF A HIGHWAY
 HU1175'MILEAGE SIGN FOR RIO GRANDE WILDWOOD OCEAN CITY ATLANTIC CITY, ABOUT
 HU1175'70 FT (21.3 M) EAST OF THE CONCRETE NOSE FOR THE GRASS MEDIAN
 HU1175'CONFLUENCE FOR THE NORTH AND SOUTHBOUND LANES OF STATE ROUTE 109.
 HU1175
 HU1175                          STATION RECOVERY (2001)
 HU1175
 HU1175'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 HU1175'RECOVERED IN GOOD CONDITION.
 HU1175
 HU1175                          STATION RECOVERY (2003)
 HU1175
 HU1175'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 HU1175'RECOVERED IN GOOD CONDITION.
 HU1175
 HU1175                          STATION RECOVERY (2005)
 HU1175
 HU1175'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 HU1175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2236 ***********************************************************************
 JU2236  DESIGNATION -  F 82
 JU2236  PID         -  JU2236
 JU2236  STATE/COUNTY-  NJ/SALEM
 JU2236  USGS QUAD   -  SALEM (1995)
 JU2236
 JU2236                         *CURRENT SURVEY CONTROL
 JU2236  ___________________________________________________________________
 JU2236* NAD 83(1986)-  39 35 21.     (N)    075 29 24.     (W)     SCALED    
 JU2236* NAVD 88     -         1.868  (meters)       6.13   (feet)  ADJUSTED  
 JU2236  ___________________________________________________________________
 JU2236  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JU2236  DYNAMIC HT  -           1.867 (meters)       6.13  (feet)  COMP
 JU2236  MODELED GRAV-     980,130.1   (mgal)                       NAVD 88
 JU2236
 JU2236  VERT ORDER  -  FIRST     CLASS II
 JU2236
 JU2236.The horizontal coordinates were scaled from a topographic map and have
 JU2236.an estimated accuracy of +/- 6 seconds.
 JU2236
 JU2236.The orthometric height was determined by differential leveling
 JU2236.and adjusted by the National Geodetic Survey in June 1991..
 JU2236
 JU2236.The geoid height was determined by GEOID03.
 JU2236
 JU2236.The dynamic height is computed by dividing the NAVD 88
 JU2236.geopotential number by the normal gravity value computed on the
 JU2236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2236.degrees latitude (g = 980.6199 gals.).
 JU2236
 JU2236.The modeled gravity was interpolated from observed gravity values.
 JU2236
 JU2236;                    North         East    Units  Estimated Accuracy
 JU2236;SPC NJ       -    84,370.       64,960.      MT  (+/- 180 meters Scaled)
 JU2236
 JU2236                          SUPERSEDED SURVEY CONTROL
 JU2236
 JU2236  NGVD 29 (01/10/92)    2.139  (m)            7.02   (f) ADJUSTED    1 2
 JU2236
 JU2236.Superseded values are not recommended for survey control.
 JU2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2236.See file dsdata.txt to determine how the superseded data were derived.
 JU2236
 JU2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ579822(NAD 83)
 JU2236_MARKER: DV = VERTICAL CONTROL DISK
 JU2236_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2236_SP_SET: STAINLESS STEEL ROD
 JU2236_STAMPING: F 82 1979
 JU2236_MARK LOGO: NGS   
 JU2236_PROJECTION: RECESSED 10 CENTIMETERS
 JU2236_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2236+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 JU2236_ROD/PIPE-DEPTH: 7.32 meters
 JU2236
 JU2236  HISTORY     - Date     Condition        Report By
 JU2236  HISTORY     - 1979     MONUMENTED       NGS
 JU2236  HISTORY     - 19940922 GOOD             NJGS
 JU2236
 JU2236                          STATION DESCRIPTION
 JU2236
 JU2236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2236'1.75 MI NW FROM SALEM.
 JU2236'1.75 MILES NORTHWEST ALONG STATE ROUTE 49 FROM THE POST OFFICE IN
 JU2236'SALEM TO MARK ON RIGHT, AT THE SOUTHWEST CORNER POST OF A WIRE FENCE,
 JU2236'0.1 MILE SOUTHEAST OF FREAS ROAD, 39 FEET NORTHEAST OF THE CENTER LINE
 JU2236'OF ROUTE 49, 44.5 FEET WEST OF THE WEST CORNER OF HOUSE 1096 A 2
 JU2236'STORY WOOD HOUSE, 15 FEET NORTH OF POWER POLE 13950, AND 1.9 FEET
 JU2236'NORTHWEST OF THE SOUTHWEST CORNER POST OF THE WIRE FENCE.
 JU2236'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 JU2236'THE MARK IS 1 FT BELOW HIGHWAY.
 JU2236
 JU2236                          STATION RECOVERY (1994)
 JU2236
 JU2236'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU2236'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0942 ***********************************************************************
 JU0942  DESIGNATION -  F 9
 JU0942  PID         -  JU0942
 JU0942  STATE/COUNTY-  NJ/CUMBERLAND
 JU0942  USGS QUAD   -  BRIDGETON (1977)
 JU0942
 JU0942                         *CURRENT SURVEY CONTROL
 JU0942  ___________________________________________________________________
 JU0942* NAD 83(1986)-  39 25 10.     (N)    075 10 41.     (W)     SCALED    
 JU0942* NAVD 88     -        26.622  (meters)      87.34   (feet)  POSTED    
 JU0942  ___________________________________________________________________
 JU0942  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JU0942  DYNAMIC HT  -          26.610 (meters)      87.30  (feet)  COMP
 JU0942  MODELED GRAV-     980,119.6   (mgal)                       NAVD 88
 JU0942
 JU0942  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JU0942
 JU0942.The horizontal coordinates were scaled from a topographic map and have
 JU0942.an estimated accuracy of +/- 6 seconds.
 JU0942
 JU0942.The orthometric height was determined by differential leveling
 JU0942.and adjusted by the National Geodetic Survey in 1992..
 JU0942.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JU0942.rate of 1.1 thru 2.0 mm/km.
 JU0942
 JU0942.The geoid height was determined by GEOID03.
 JU0942
 JU0942.The dynamic height is computed by dividing the NAVD 88
 JU0942.geopotential number by the normal gravity value computed on the
 JU0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0942.degrees latitude (g = 980.6199 gals.).
 JU0942
 JU0942.The modeled gravity was interpolated from observed gravity values.
 JU0942
 JU0942;                    North         East    Units  Estimated Accuracy
 JU0942;SPC NJ       -    65,280.       91,620.      MT  (+/- 180 meters Scaled)
 JU0942
 JU0942                          SUPERSEDED SURVEY CONTROL
 JU0942
 JU0942  NGVD 29 (??/??/??)   27.007  (m)           88.61   (f) ADJUSTED    1 2
 JU0942
 JU0942.Superseded values are not recommended for survey control.
 JU0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0942.See file dsdata.txt to determine how the superseded data were derived.
 JU0942
 JU0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ846633(NAD 83)
 JU0942_MARKER: DB = BENCH MARK DISK
 JU0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0942_STAMPING: 88.605 F 9 1930
 JU0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0942+STABILITY: SURFACE MOTION
 JU0942
 JU0942  HISTORY     - Date     Condition        Report By
 JU0942  HISTORY     - 1930     MONUMENTED       CGS
 JU0942  HISTORY     - 1953     MARK NOT FOUND   USGS
 JU0942  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 JU0942
 JU0942                          STATION DESCRIPTION
 JU0942
 JU0942'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JU0942'AT GOULDTOWN.
 JU0942'AT GOULDTOWN, CUMBERLAND COUNTY, ON STATE HIGHWAY 49, 200 FEET
 JU0942'SOUTHEAST OF A HOUSE OWNED IN 1934 BY WILLIAM WRIGHT, 72 FEET
 JU0942'EAST OF POLE 67/120, 59 FEET WEST OF POLE 67/119, 30 FEET NORTH
 JU0942'OF POLE 3985, 21.7 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 JU0942'AND 1.5 FEET UNDER GROUND.  A STANDARD DISK, STAMPED 88.605
 JU0942'F 9 1930 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT
 JU0942'WAS REPORTED IN OCTOBER 1934 THAT A RING OF EARTH HAS BEEN
 JU0942'PLACED AROUND THE BENCH MARK SO THAT THE LOCATION WILL BE
 JU0942'EASILY RECOGNIZED.
 JU0942
 JU0942                          STATION RECOVERY (1995)
 JU0942
 JU0942'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0942'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2833 ***********************************************************************
 JU2833  DESIGNATION -  FAA
 JU2833  PID         -  JU2833
 JU2833  STATE/COUNTY-  NJ/ATLANTIC
 JU2833  USGS QUAD   -  PLEASANTVILLE (1994)
 JU2833
 JU2833                         *CURRENT SURVEY CONTROL
 JU2833  ___________________________________________________________________
 JU2833* NAD 83(1996)-  39 26 58.11191(N)    074 33 57.35139(W)     ADJUSTED  
 JU2833* NAVD 88     -        40.0    (meters)     131.     (feet)  GPS OBS   
 JU2833  ___________________________________________________________________
 JU2833  X           -   1,312,490.470 (meters)                     COMP
 JU2833  Y           -  -4,753,923.664 (meters)                     COMP
 JU2833  Z           -   4,030,977.390 (meters)                     COMP
 JU2833  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 JU2833  ELLIP HEIGHT-           6.04  (meters)          (10/23/02) GPS OBS
 JU2833  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JU2833
 JU2833  HORZ ORDER  -  FIRST
 JU2833  ELLP ORDER  -  FOURTH    CLASS I
 JU2833
 JU2833.This mark is at Atlantic City Intl Airport (ACY)
 JU2833
 JU2833.The horizontal coordinates were established by GPS observations
 JU2833.and adjusted by the National Geodetic Survey in May 1999..
 JU2833.No horizontal observational check was made to the station.
 JU2833
 JU2833.The orthometric height was determined by GPS observations and a
 JU2833.high-resolution geoid model.
 JU2833
 JU2833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2833
 JU2833.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2833
 JU2833.The ellipsoidal height was determined by GPS observations
 JU2833.and is referenced to NAD 83.
 JU2833
 JU2833.The geoid height was determined by GEOID03.
 JU2833
 JU2833;                    North         East     Units Scale Factor Converg.
 JU2833;SPC NJ       -    68,398.221   144,325.518   MT  0.99990040   -0 02 30.8
 JU2833;SPC NJ       -   224,403.16    473,507.97   sFT  0.99990040   -0 02 30.8
 JU2833;UTM  18      - 4,366,747.187   537,347.905   MT  0.99961717   +0 16 32.9
 JU2833
 JU2833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2833!SPC NJ       -   0.99999905  x   0.99990040  =   0.99989945
 JU2833!UTM  18      -   0.99999905  x   0.99961717  =   0.99961622
 JU2833
 JU2833|---------------------------------------------------------------------|
 JU2833| PID    Reference Object                     Distance      Geod. Az  |
 JU2833|                                                           dddmmss.s |
 JU2833| CB1491 FAA RM 1                             12.126 METERS 02711     |
 JU2833| CB1492 FAA RM 2                              9.017 METERS 11711     |
 JU2833| JU2778 RITZ                                APPROX.15.0 KM 1352939.1 |
 JU2833| JU2836 BAGWELL                             APPROX. 2.7 KM 3021612.9 |
 JU2833|---------------------------------------------------------------------|
 JU2833
 JU2833                          SUPERSEDED SURVEY CONTROL
 JU2833
 JU2833  ELLIP H (05/14/99)    6.05   (m)                       GP(       ) 4 1
 JU2833  NAD 83(1992)-  39 26 58.11103(N)    074 33 57.35059(W) AD(       ) 1
 JU2833  ELLIP H (10/07/92)    5.95   (m)                       GP(       ) 4 2
 JU2833  NAD 83(1986)-  39 26 58.09952(N)    074 33 57.34361(W) AD(       ) 2
 JU2833  NAD 27      -  39 26 57.68342(N)    074 33 58.79778(W) AD(       ) 2
 JU2833  NGVD 29 (07/19/86)   40.27   (m)          132.1    (f) LEVELING    3  
 JU2833
 JU2833.Superseded values are not recommended for survey control.
 JU2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2833.See file dsdata.txt to determine how the superseded data were derived.
 JU2833
 JU2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3734866747(NAD 83)
 JU2833_MARKER: DD = SURVEY DISK
 JU2833_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU2833_SP_SET: 3 FT SQUARE CONCRETE LANDING
 JU2833_STAMPING: FAA 1980
 JU2833_MARK LOGO: FAA   
 JU2833_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2833+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1993
 JU2833
 JU2833  HISTORY     - Date     Condition        Report By
 JU2833  HISTORY     - 1980     MONUMENTED       LOCSUR
 JU2833  HISTORY     - 1980     GOOD             FAA
 JU2833  HISTORY     - 19910429 GOOD             NJGS
 JU2833  HISTORY     - 19910429 GOOD             NJGS
 JU2833  HISTORY     - 19911121 GOOD             NGS
 JU2833  HISTORY     - 19930303 GOOD             NJHA
 JU2833  HISTORY     - 19930602 GOOD             NJGS
 JU2833
 JU2833                          STATION DESCRIPTION
 JU2833
 JU2833'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (CL)
 JU2833'THE STATION IS ON THE PROPERTY OF THE FEDERAL AVIATION ADMINISTRATION
 JU2833'TECHNICAL CENTER (FORMERLY N.A.F.E.C.) ATLANTIC COUNTY, NEW JERSEY
 JU2833'APPROXIMATELY 11 MILES WEST OF ATLANTIC CITY AND TWO MILES SOUTH OF
 JU2833'POMONA.  IT IS LOCATED ON THE ROOF OF FAA BLDG NO. 301, AN
 JU2833'ADMINISTRATION OFFICE AND AIRPLANE HANGER.
 JU2833'
 JU2833'THE STATION MARK IS A STANDARD FAA TECHNICAL CENTER THREE INCH DISC
 JU2833'SET AT THE EAST END OF THE BUILDING IN THE CENTER OF A THREE FOOT
 JU2833'SQUARE CONCRETE LANDING AT THE HEAD OF THE STAIRWAY LEADING FROM THE
 JU2833'FOURTH FLOOR TO THE ROOF.  IT IS 39.3 FEET SOUTH OF THE NORTH PARAPET
 JU2833'WALL, 29 FEET WEST OF THE EAST PARAPET WALL AND IS APPROXIMATELY 72
 JU2833'FEET ABOVE THE GROUND.  THE DISC IS STAMPED FAA 1980.
 JU2833'
 JU2833'REFERENCE MARK NO. 1 - IS A STANDARD FAA TECH CENTER THREE INCH DISC
 JU2833'SET IN THE CENTER OF THE ONE FOOT WIDE, THREE FOOT HIGH CONCRETE
 JU2833'PARAPET WALL ON THE NORTH SIDE OF THE BUILDING, 29 FEET WEST OF THE
 JU2833'NORTHEAST CORNER.  IT IS 39.785 FEET NORTH OF THE MAIN STATION, AND
 JU2833'49.575 FEET NORTH WEST OF FAA NO. 2.  IT IS STAMPED FAA NO. 1-1980.
 JU2833'
 JU2833'REFERENCE MARK NO. 2 - IS A STANDARD FAA TECH CENTER THREE INCH DISC
 JU2833'SET IN THE CENTER OF THE ONE FOOT WIDE, THREE FOOT HIGH CONCRETE
 JU2833'PARAPET WALL ON THE EAST SIDE OF THE BUILDING, 39.3 FEET SOUTH OF THE
 JU2833'NORTHEAST CORNER.  IT IS 29.58 FEET EAST OF THE MAIN STATION, 49.575
 JU2833'FEET SOUTHEAST OF FAA NO. 1 AND IS STAMPED FAA NO. 2-1980.
 JU2833'
 JU2833'STATION BAGWELL 1980 WILL SERVE AS AN AZIMUTH MARK.
 JU2833'
 JU2833'PERMISSION TO USE THE STATION MUST BE OBTAINED FROM FAA TECH CENTER
 JU2833'SECURITY POLICE WHO CAN DIRECT YOU TO BLDG NO 301.
 JU2833
 JU2833                          STATION RECOVERY (1980)
 JU2833
 JU2833'RECOVERY NOTE BY FEDERAL AVIATION ADMINISTRATION 1980
 JU2833'RECOVERED IN GOOD CONDITION.
 JU2833
 JU2833                          STATION RECOVERY (1991)
 JU2833
 JU2833'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 JU2833'THE STATION IS LOCATED IN EGG HARBOR TOWNSHIP, ON PROPERTY OF THE
 JU2833'FEDERAL AVIATION ADMINISTRATION TECHNICAL CENTER, SET IN THE CONCRETE
 JU2833'LANDING ON TOP OF THE STAIR CASE ON THE ROOF OF BUILDING NUMBER 301,
 JU2833'A MASSIVE COMBINATION AIRCRAFT HANGER AND ADMINISTRATION OFFICE.  THE
 JU2833'STATION IS ABOUT 2.3 KM (1.43 MI) NORTH NORTHEAST OF THE DELILAH ROAD
 JU2833'AND TILTON ROAD TRAFFIC CIRCLE.  THE ENTRANCE TO THE COMPLEX AND THE
 JU2833'ATLANTIC CITY MUNICIPAL AIRPORT BEGINS AT THE CIRCLE.  TO REACH THE
 JU2833'STATION FROM THE CIRCLE, GO ABOUT 1.7 KM (1.06 MI) NORTHEAST ON THE
 JU2833'ENTRANCE ROAD TO THE SECURITY GATE FOR THE FAA COMPLEX.  PERMISSION
 JU2833'TO OCCUPY THE STATION MUST BE OBTAINED FROM THE SECURITY OFFICE BY
 JU2833'MR. JEFFREY WOLFE, 609 484 4430, IN ADVANCE.  THE HANGER IS IN THE
 JU2833'AIRPORT OPERATIONS AREA.  THE SECURITY OFFICES ARE IN THE TECHNICAL
 JU2833'SUPPORT FACILITY.  TO REACH THE STATION, LOCATED IN THE EAST CORNER
 JU2833'OF THE BUILDING, TAKE THE ELEVATOR UP TO THE FOURTH FLOOR AND WALK UP
 JU2833'THE STEPS TO THE ROOF AND THE STATION.  THE STATION IS 39.3 FT
 JU2833'(11.98 M) SOUTH FROM THE NORTH PARAPET AND 29 FT (8.84 M) WEST FROM
 JU2833'THE EAST PARAPET AND IS FLUSH WITH THE LANDING.
 JU2833
 JU2833                          STATION RECOVERY (1991)
 JU2833
 JU2833'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 JU2833'THE STATION IS LOCATED IN EGG HARBOR TOWNSHIP, ON THE PROPERTY OF THE
 JU2833'FEDERAL AVIATION ADMINISTRATION TECHNICAL CENTER, SET IN THE CONCRETE
 JU2833'LANDING ATOP THE STAIR CASE ON THE ROOF OF BUILDING NUMBER 301, A
 JU2833'MASSIVE COMBINATION AIRCRAFT HANGER AND ADMINISTRATION OFFICE.  THE
 JU2833'STATION IS ABOUT 2.3 KM (1.4 MI) NORTH NORTHEAST OF THE DELILAH ROAD
 JU2833'AND TILTON ROAD TRAFFIC CIRCLE.  THE ENTRANCE TO THE COMPLEX AND THE
 JU2833'ATLANTIC CITY MUNICIPAL AIRPORT BEGINS AT THE CIRCLE.  TO REACH THE
 JU2833'STATION FROM THE CIRCLE GO ABOUT 1.7 KM (1.1 MI) NORTHEAST ON THE
 JU2833'ENTRANCE ROAD TO THE SECURITY GATE FOR THE FAA COMPLEX.  PERMISSION
 JU2833'TO OCCUPY THE STATION MUST BE OBTAINED FROM THE SECURITY OFFICE, MR.
 JU2833'JEFFERY WOLFE 609 484 4430, IN ADVANCE.  THE HANGER IS IN THE AIRPORT
 JU2833'OPERATIONS AREA.  THE SECURITY OFFICES ARE IN THE TECHNICAL SUPPORT
 JU2833'FACILITY. THE STATION IS IN THE EAST CORNER OF THE BUILDING, TAKE THE
 JU2833'ELEVATOR UP TO THE FOURTH FLOOR AND WALK UP THE STEPS TO THE ROOF,
 JU2833'39.3 FT (12.0 M) SOUTH OF THE NORTH PARAPET, 29 FT (8.8 M) WEST OF
 JU2833'THE EAST PARAPET AND FLUSH IN THE LANDING.
 JU2833
 JU2833                          STATION RECOVERY (1991)
 JU2833
 JU2833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JU2833'THE STATION IS ON THE PROPERTY OF THE FEDERAL AVIATION ADMINISTRATION
 JU2833'TECHNICAL CENTER FACILITY IN ATLANTIC COUNTY, NEW JERSEY
 JU2833'APPROXIMATELY 18 KM (11.18 MI) WEST OF ATLANTIC CITY AND 3 KM
 JU2833'(1.86 MI) SOUTH OF POMONA.  ENTRANCE TO THE FACILITY IS STRICKLY
 JU2833'REGULATED.  A POINT OF CONTACT AT THIS TIME IS JEFFERY WOLFE,
 JU2833'ENGINEERING DEPARTMENT, 609 484 4430.  TO REACH THE STATION FROM THE
 JU2833'TRAFFIC CIRCLE AT THE JUNCTION OF COUNTY ROAD 563, TILDEN ROAD, AND
 JU2833'COUNTY ROAD 648 GO NORTH ON THE FAA TECHNICAL ENTRANCE ROAD FOR 1.6
 JU2833'KM (0.99 MI) TO THE GUARD SHACK AT THE FACILITY ENTRANCE.  AT
 JU2833'ENTRANCE BEAR LEFT WEST AND NORTH FOR 1.O KM TO BUILDING 301, THE
 JU2833'HANGER, A LARGE RECTANGULAR CONCRETE BUILDING.
 JU2833
 JU2833                          STATION RECOVERY (1993)
 JU2833
 JU2833'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 JU2833'RECOVERED IN GOOD CONDITION.
 JU2833
 JU2833                          STATION RECOVERY (1993)
 JU2833
 JU2833'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 JU2833'THE STATION IS LOCATED IN EGG HARBOR TOWNSHIP, ON THE PROPERTY OF THE
 JU2833'FEDERAL AVIATION ADMINISTRATION TECHNICAL CENTER, SET IN THE CONCRETE
 JU2833'LANDING ATOP THE STAIR CASE ON THE ROOF OF BUILDING NUMBER 301, A
 JU2833'MASSIVE COMBINATION AIRCRAFT HANGER AND ADMINISTRATION OFFICE.  THE
 JU2833'STATION IS ABOUT 2.3 KM (1.4 MI) NORTH NORTHEAST OF THE DELILAH ROAD
 JU2833'AND TILTON ROAD TRAFFIC CIRCLE.  THE ENTRANCE TO THE COMPLEX AND THE
 JU2833'ATLANTIC CITY MUNICIPAL AIRPORT BEGINS AT THE CIRCLE.  TO REACH THE
 JU2833'STATION FROM THE CIRCLE GO ABOUT 1.7 KM (1.1 MI) NORTHEAST ON THE
 JU2833'ENTRANCE ROAD TO THE SECURITY GATE FOR THE FAA COMPLEX.  PERMISSION
 JU2833'TO OCCUPY THE STATION MUST BE OBTAINED FROM THE SECURITY OFFICE, MR.
 JU2833'DAVE MISLANKA  609 485 5670 IN ADVANCE OR FROM MR. JEFFREY WOLFE,
 JU2833'CONSTRUCTION OFFICE, 609 485 4430.  THE HANGER IS IN THE AIRPORT
 JU2833'OPERATIONS AREA. THE SECURITY OFFICES ARE IN THE TECHNICAL SUPPORT
 JU2833'FACILITY.  THE STATION IS IN THE EAST CORNER OF THE BUILDING, TAKE
 JU2833'THE ELEVATOR UP TO THE FOURTH FLOOR AND WALK UP THE STEPS TO THE
 JU2833'ROOF, 39.3 FT (12.0 M) SOUTH OF THE NORTH PARAPET, 29 FT (8.8 M) WEST
 JU2833'OF THE EAST PARAPET AND FLUSH IN THE LANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6350 ***********************************************************************
 KV6350  DESIGNATION -  FAA 13N A
 KV6350  PID         -  KV6350
 KV6350  STATE/COUNTY-  NJ/SUSSEX
 KV6350  USGS QUAD   -  TRANQUILITY (1971)
 KV6350
 KV6350                         *CURRENT SURVEY CONTROL
 KV6350  ___________________________________________________________________
 KV6350* NAD 83(1996)-  40 58 01.83180(N)    074 46 47.71881(W)     ADJUSTED  
 KV6350* NAVD 88     -       177.9    (meters)     584.     (feet)  GPS OBS   
 KV6350  ___________________________________________________________________
 KV6350  X           -   1,266,193.279 (meters)                     COMP
 KV6350  Y           -  -4,653,919.183 (meters)                     COMP
 KV6350  Z           -   4,159,766.468 (meters)                     COMP
 KV6350  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 KV6350  ELLIP HEIGHT-         145.02  (meters)          (10/23/02) GPS OBS
 KV6350  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV6350
 KV6350  HORZ ORDER  -  FIRST
 KV6350  ELLP ORDER  -  FOURTH    CLASS I
 KV6350
 KV6350.This mark is at Andover/trinca Airport (13N)
 KV6350
 KV6350.The horizontal coordinates were established by GPS observations
 KV6350.and adjusted by the National Geodetic Survey in May 1999..
 KV6350
 KV6350.The orthometric height was determined by GPS observations and a
 KV6350.high-resolution geoid model.
 KV6350
 KV6350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6350
 KV6350.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6350
 KV6350.The ellipsoidal height was determined by GPS observations
 KV6350.and is referenced to NAD 83.
 KV6350
 KV6350.The geoid height was determined by GEOID03.
 KV6350
 KV6350;                    North         East     Units Scale Factor Converg.
 KV6350;SPC NJ       -   236,940.384   126,439.383   MT  0.99990683   -0 11 00.7
 KV6350;SPC NJ       -   777,361.91    414,826.54   sFT  0.99990683   -0 11 00.7
 KV6350;UTM  18      - 4,535,136.559   518,518.092   MT  0.99960422   +0 08 39.4
 KV6350
 KV6350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6350!SPC NJ       -   0.99997725  x   0.99990683  =   0.99988408
 KV6350!UTM  18      -   0.99997725  x   0.99960422  =   0.99958148
 KV6350
 KV6350:                Primary Azimuth Mark                     Grid Az
 KV6350:SPC NJ       -  FAA 13N B                                220 32 53.5
 KV6350:UTM  18      -  FAA 13N B                                220 13 13.4
 KV6350
 KV6350|---------------------------------------------------------------------|
 KV6350| PID    Reference Object                     Distance      Geod. Az  |
 KV6350|                                                           dddmmss.s |
 KV6350| KV6351 FAA 13N B                           APPROX. 0.5 KM 2202152.8 |
 KV6350|---------------------------------------------------------------------|
 KV6350
 KV6350                          SUPERSEDED SURVEY CONTROL
 KV6350
 KV6350  ELLIP H (05/14/99)  145.01   (m)                       GP(       ) 4 1
 KV6350  NAD 83(1986)-  40 58 01.83117(N)    074 46 47.71958(W) AD(       ) 1
 KV6350  NAD 83(1986)-  40 58 01.83037(N)    074 46 47.72125(W) AD(       ) 3
 KV6350  NGVD 29 (06/12/91)  178.1    (m)          584.     (f) GPS OBS        
 KV6350
 KV6350.Superseded values are not recommended for survey control.
 KV6350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6350.See file dsdata.txt to determine how the superseded data were derived.
 KV6350
 KV6350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1851835137(NAD 83)
 KV6350_MARKER: DH = HORIZONTAL CONTROL DISK
 KV6350_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV6350_SP_SET: CONCRETE FOUNDATION
 KV6350_STAMPING: FAA 13N A 1990
 KV6350_MARK LOGO: NGS   
 KV6350_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6350+STABILITY: SURFACE MOTION
 KV6350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6350+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2001
 KV6350
 KV6350  HISTORY     - Date     Condition        Report By
 KV6350  HISTORY     - 1990     MONUMENTED       NGS
 KV6350  HISTORY     - 19930924 GOOD             NJGS
 KV6350  HISTORY     - 20010410 GOOD             NJGS
 KV6350
 KV6350                          STATION DESCRIPTION
 KV6350
 KV6350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 KV6350'THE STATION IS LOCATED ABOUT 1.93 KM (1.20 MI) NORTHEAST OF
 KV6350'TRANQUILITY AT THE TRINCA/ANDOVER AIRPORT, WEST OF THE AIRPORT OFFICE
 KV6350'AND IN THE WEST CORNER OF THE CONCRETE FOUNDATION OF A FUEL TANK
 KV6350'RESERVOIR.  OWNERSHIP--AND AIRPORT MANAGER IS E. P. BILLOW, RD 3, BOX
 KV6350'192, BLAIRSTOWN, NJ 07825, PHONE 201-786-5019 OR 201-459-4265.
 KV6350'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 517 AND AIRPORT
 KV6350'ROAD (COUNTY ROAD 603 AT A TRAFFIC CAUTION LIGHT) ON THE SOUTHWEST
 KV6350'SIDE OF TRANQUILITY, GO NORTHEASTERLY ON AIRPORT ROAD FOR 1.85 KM
 KV6350'(1.15 MI) TO THE AIRPORT ENTRANCE ROAD (A GRAVEL ROAD ON THE LEFT),
 KV6350'TURN LEFT, NORTHEASTERLY, ON THE ENTRANCE ROAD FOR O.16 KM TO THE
 KV6350'AIRPORT OFFICE ON THE LEFT, TURN LEFT TO THE SOUTHWEST SIDE OF THE
 KV6350'AIRPORT OFFICE BUILDING TO THE STATION IN THE TOP OF THE WEST CORNER
 KV6350'OF A CONCRETE FOUNDATION OF A FUEL TANK RESERVOIR.
 KV6350'THE STATION IS LOCATED 34.6 M (113.5 FT) EAST OF A RUNWAY LIGHT, 6.0 M
 KV6350'(19.7 FT) WEST OF THE WEST CORNER OF THE AIRPORT OFFICE AND 0.2 M
 KV6350'(0.7 FT) M SOUTHEAST OF A FIBERGLASS WITNESS POST.
 KV6350
 KV6350                          STATION RECOVERY (1993)
 KV6350
 KV6350'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6350'THE STATION IS LOCATED ABOUT 1.20 MI (1.93 KM) NORTHEAST FROM
 KV6350'TRANQUILITY AND WITHIN THE BOUNDARY OF THE TRINCA ANDOVER AIRPORT.
 KV6350'PERMISSION TO OCCUPY THE STATION SHOULD BE OBTAINED FROM MR. E.P.
 KV6350'BILLOW, OWNER AND MANAGER, RD 3, BOX 192, BLAIRSTOWN, NEW JERSEY
 KV6350'07825,  PHONE 201 786 5019 OR 201 459 4265.  TO REACH THE STATION
 KV6350'FROM THE INTERSECTION OF INTERSTATE HIGHWAY 80 AND COUNTY ROAD 517 AT
 KV6350'INTERCHANGE 19, GO NORTH NORTHEAST ON COUNTY ROAD 517 FOR 3.1 MI
 KV6350'(5.0 KM) TO THE TEE JUNCTION WITH COUNTY ROAD 603, AIRPORT ROAD, AT A
 KV6350'BLINKING YELLOW TRAFIC LIGHT. TURN LEFT AND GO NORTHEAST ON AIRPORT
 KV6350'ROAD FOR 1.2 MI (1.9 KM) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.
 KV6350'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 206 AND
 KV6350'COUNTY ROAD 603 IN ANDOVER, GO ABOUT 3.65 MI (5.87 KM) SOUTH ON
 KV6350'COUNTY ROAD 603 TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 KV6350'RIGHT AND GO 0.1 MI (0.2 KM) WEST NORTHWEST ON THE GRAVEL ENTRANCE
 KV6350'ROAD TO THE AIRPORT OFFICE BUILDING ON THE LEFT.  BEAR RIGHT AROUND
 KV6350'THE OFFICE BUILDING TO THE STATION AHEAD, SET FLUSH IN A DRILL HOLE
 KV6350'IN A CONCRETE FOUNDATION FOR A FUEL TANK RESERVOIR.  THE STATION IS
 KV6350'5.95 M (19.52 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE OFFICE
 KV6350'BUILDING, 10.9 M (35.8 FT) NORTH FROM THE NORTHWEST CORNER OF A
 KV6350'BUILDING ADDITION TO THE OFFICE BUILDING AND 0.7 M (2.3 FT) SOUTH
 KV6350'SOUTHEAST FROM AN ORANGE CARSONITE WITNESS POST.
 KV6350
 KV6350                          STATION RECOVERY (2001)
 KV6350
 KV6350'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV6350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6351 ***********************************************************************
 KV6351  DESIGNATION -  FAA 13N B
 KV6351  PID         -  KV6351
 KV6351  STATE/COUNTY-  NJ/SUSSEX
 KV6351  USGS QUAD   -  TRANQUILITY (1971)
 KV6351
 KV6351                         *CURRENT SURVEY CONTROL
 KV6351  ___________________________________________________________________
 KV6351* NAD 83(1996)-  40 57 48.30402(N)    074 47 02.88764(W)     ADJUSTED  
 KV6351* NAVD 88     -       177.9    (meters)     584.     (feet)  GPS OBS   
 KV6351  ___________________________________________________________________
 KV6351  X           -   1,265,922.838 (meters)                     COMP
 KV6351  Y           -  -4,654,276.318 (meters)                     COMP
 KV6351  Z           -   4,159,451.376 (meters)                     COMP
 KV6351  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 KV6351  ELLIP HEIGHT-         145.06  (meters)          (10/23/02) GPS OBS
 KV6351  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV6351
 KV6351  HORZ ORDER  -  FIRST
 KV6351  ELLP ORDER  -  FOURTH    CLASS I
 KV6351
 KV6351.This mark is at Andover/trinca Airport (13N)
 KV6351
 KV6351.The horizontal coordinates were established by GPS observations
 KV6351.and adjusted by the National Geodetic Survey in May 1999..
 KV6351
 KV6351.The orthometric height was determined by GPS observations and a
 KV6351.high-resolution geoid model.
 KV6351
 KV6351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6351
 KV6351.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6351
 KV6351.The ellipsoidal height was determined by GPS observations
 KV6351.and is referenced to NAD 83.
 KV6351
 KV6351.The geoid height was determined by GEOID03.
 KV6351
 KV6351;                    North         East     Units Scale Factor Converg.
 KV6351;SPC NJ       -   236,524.263   126,083.376   MT  0.99990704   -0 11 10.6
 KV6351;SPC NJ       -   775,996.69    413,658.54   sFT  0.99990704   -0 11 10.6
 KV6351;UTM  18      - 4,534,718.534   518,164.579   MT  0.99960406   +0 08 29.5
 KV6351
 KV6351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6351!SPC NJ       -   0.99997725  x   0.99990704  =   0.99988429
 KV6351!UTM  18      -   0.99997725  x   0.99960406  =   0.99958132
 KV6351
 KV6351:                Primary Azimuth Mark                     Grid Az
 KV6351:SPC NJ       -  FAA 13N A                                040 32 53.4
 KV6351:UTM  18      -  FAA 13N A                                040 13 13.3
 KV6351
 KV6351|---------------------------------------------------------------------|
 KV6351| PID    Reference Object                     Distance      Geod. Az  |
 KV6351|                                                           dddmmss.s |
 KV6351| KV6350 FAA 13N A                           APPROX. 0.5 KM 0402142.8 |
 KV6351|---------------------------------------------------------------------|
 KV6351
 KV6351                          SUPERSEDED SURVEY CONTROL
 KV6351
 KV6351  NAD 83(1986)-  40 57 48.30337(N)    074 47 02.88842(W) AD(       ) 1
 KV6351  NAD 83(1986)-  40 57 48.30284(N)    074 47 02.89059(W) AD(       ) 3
 KV6351  NGVD 29 (06/12/91)  178.1    (m)          584.     (f) GPS OBS        
 KV6351
 KV6351.Superseded values are not recommended for survey control.
 KV6351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6351.See file dsdata.txt to determine how the superseded data were derived.
 KV6351
 KV6351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1816534719(NAD 83)
 KV6351_MARKER: I = METAL ROD
 KV6351_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV6351_SP_SET: STAINLESS STEEL ROD
 KV6351_STAMPING: FAA 13N B 1990
 KV6351_MARK LOGO: NGS   
 KV6351_PROJECTION: FLUSH
 KV6351_MAGNETIC: I = MARKER IS A STEEL ROD
 KV6351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6351+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2001
 KV6351_ROD/PIPE-DEPTH: 12.1 meters
 KV6351_SLEEVE-DEPTH  : 0.91 meters
 KV6351
 KV6351  HISTORY     - Date     Condition        Report By
 KV6351  HISTORY     - 1990     MONUMENTED       NGS
 KV6351  HISTORY     - 19930924 GOOD             NJGS
 KV6351  HISTORY     - 20010410 GOOD             NJGS
 KV6351
 KV6351                          STATION DESCRIPTION
 KV6351
 KV6351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 KV6351'THE STATION IS LOCATED ABOUT 1.93 KM (1.20 MI) NORTHEAST OF
 KV6351'TRANQUILITY, ABOUT 4.50 KM (2.80 MI) NORTHEAST OF EXIT 19 OF
 KV6351'INTERSTATE HIGHWAY 80, AT THE TRINCA/ANDOVER AIRPORT, NEAR THE SOUTH
 KV6351'CORNER OF TURF RUNWAY 9 AND ON THE NORTHEAST SIDE OF CREEK ROAD.
 KV6351'OWNERSHIP--AND AIRPORT MANAGER IS E. P. BILLOW, RD 3, BOX 192,
 KV6351'BLAIRSTOWN, NJ 07825, PHONE 201-786-5019 OR 201-459-4265.
 KV6351'TO REACH THE STATION FROM THE JUNCTION COUNTY ROAD 517 AND AIRPORT
 KV6351'ROAD (COUNTY ROAD 603 AT A TRAFFIC CAUTION LIGHT) ON THE SOUTHWEST
 KV6351'SIDE OF TRANQUILITY, GO NORTHEASTERLY ON AIRPORT ROAD FOR 1.85 KM
 KV6351'(1.15 MI) TO THE AIRPORT ENTRANCE ROAD (A GRAVEL ROAD ON THE LEFT),
 KV6351'TURN LEFT, NORTHEASTERLY, ON THE ENTRANCE ROAD FOR O.16 KM TO THE
 KV6351'AIRPORT OFFICE ON THE LEFT, TURN LEFT, SOUTHWEST, ALONG THE TURF
 KV6351'RUNWAY FOR 0.64 KM (0.40 MI) TO THE STATION ON THE LEFT NEAR THE
 KV6351'SOUTH CORNER OF RUNWAY.
 KV6351'THE STATION IS LOCATED 14.95 M (49.05 FT) NORTHEAST OF AND ACROSS
 KV6351'CREEK ROAD FROM A POWER POLE , 9.95 M (32.64 FT) NORTHEAST OF CREEK
 KV6351'ROAD AND 0.45 M (1.48 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 KV6351
 KV6351                          STATION RECOVERY (1993)
 KV6351
 KV6351'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6351'THE STATION IS LOCATED ABOUT 1.20 MI (1.93 KM) NORTHEAST FROM
 KV6351'TRANQUILITY AND WITHIN THE BOUNDARY OF THE TRINCA ANDOVER AIRPORT.
 KV6351'PERMISSION TO OCCUPY THE STATION SHOULD BE OBTAINED FROM MR. E.P.
 KV6351'BILLOW, OWNER AND MANAGER, RD 3, BOX 192, BLAIRSTOWN, NEW JERSEY
 KV6351'07825,  PHONE 201 786 5019 OR 201 459 4265.  TO REACH THE STATION
 KV6351'FROM THE INTERSECTION OF INTERSTATE HIGHWAY 80 AND COUNTY ROAD 517 AT
 KV6351'INTERCHANGE 19, GO NORTH NORTHEAST ON COUNTY ROAD 517 FOR 3.1 MI
 KV6351'(5.0 KM) TO THE TEE JUNCTION WITH COUNTY ROAD 603, AIRPORT ROAD, AT A
 KV6351'BLINKING YELLOW TRAFIC LIGHT. TURN LEFT AND GO NORTHEAST ON AIRPORT
 KV6351'ROAD FOR 1.2 MI (1.9 KM) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT. TO
 KV6351'REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 206 AND
 KV6351'COUNTY ROAD 603 IN ANDOVER, GO ABOUT 3.65 MI (5.87 KM) SOUTH ON
 KV6351'COUNTY ROAD 603 TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 KV6351'RIGHT AND GO 0.1 MI (0.2 KM) WEST NORTHWEST ON THE GRAVEL ENTRANCE
 KV6351'ROAD TO THE AIRPORT OFFICE BUILDING ON THE LEFT.  BEAR RIGHT AROUND
 KV6351'THE OFFICE BUILDING AND GO SOUTHWEST ALONG THE GRASS RUNWAYY FOR 0.40
 KV6351'MI (0.64 KM) TO THE STATION ON THE LEFT NEAR THE SOUTH CORNER OF THE
 KV6351'RUNWAY.  THE STATION IS 15.0 M (49.2 FT) NORTHEAST FROM AND ACROSS
 KV6351'CREEK ROAD FROM A POWER POLE, 9.95 M (32.64 FT) NORTHEAST FROM THE
 KV6351'CENTER OF CREEK ROAD AND 0.5 M (1.6 FT) SOUTHWEST FROM AN ORANGE
 KV6351'CARSONITE WITNESS POST.  THE STATION IS A STANDARD NGS THREE
 KV6351'DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS COVER IS STAMPED, FAA
 KV6351'13N B 1990 AND IS SET FLUSH WITH THE GROUND.  THE STATION IS A NINE
 KV6351'SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD ENCASED IN A SLEEVE,
 KV6351'DRIVEN TO A DEPTH OF 12.1 M (39.7 FT) AND IS RECESSED 10 CM BELOW THE
 KV6351'GROUND.
 KV6351
 KV6351                          STATION RECOVERY (2001)
 KV6351
 KV6351'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV6351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4165 ***********************************************************************
 JU4165  DESIGNATION -  FAA 29N A
 JU4165  PID         -  JU4165
 JU4165  STATE/COUNTY-  NJ/CUMBERLAND
 JU4165  USGS QUAD   -  NEWFIELD (1994)
 JU4165
 JU4165                         *CURRENT SURVEY CONTROL
 JU4165  ___________________________________________________________________
 JU4165* NAD 83(1996)-  39 31 25.99282(N)    075 02 56.17817(W)     ADJUSTED  
 JU4165* NAVD 88     -        26.0    (meters)      85.     (feet)  GPS OBS   
 JU4165  ___________________________________________________________________
 JU4165  X           -   1,271,010.304 (meters)                     COMP
 JU4165  Y           -  -4,759,733.151 (meters)                     COMP
 JU4165  Z           -   4,037,344.679 (meters)                     COMP
 JU4165  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 JU4165  ELLIP HEIGHT-          -7.66  (meters)          (09/25/02) GPS OBS
 JU4165  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JU4165
 JU4165  HORZ ORDER  -  FIRST
 JU4165  ELLP ORDER  -  FOURTH    CLASS I
 JU4165
 JU4165.This mark is at Kroelinger Airport (29N)
 JU4165
 JU4165.The horizontal coordinates were established by GPS observations
 JU4165.and adjusted by the National Geodetic Survey in May 1999..
 JU4165
 JU4165.The orthometric height was determined by GPS observations and a
 JU4165.high-resolution geoid model.
 JU4165
 JU4165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4165
 JU4165.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4165
 JU4165.The ellipsoidal height was determined by GPS observations
 JU4165.and is referenced to NAD 83.
 JU4165
 JU4165.The geoid height was determined by GEOID03.
 JU4165
 JU4165;                    North         East     Units Scale Factor Converg.
 JU4165;SPC NJ       -    76,800.709   102,804.680   MT  0.99992741   -0 20 57.7
 JU4165;SPC NJ       -   251,970.33    337,285.02   sFT  0.99992741   -0 20 57.7
 JU4165;UTM  18      - 4,374,916.639   495,793.767   MT  0.99960022   -0 01 52.1
 JU4165
 JU4165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4165!SPC NJ       -   1.00000120  x   0.99992741  =   0.99992861
 JU4165!UTM  18      -   1.00000120  x   0.99960022  =   0.99960142
 JU4165
 JU4165:                Primary Azimuth Mark                     Grid Az
 JU4165:SPC NJ       -  FAA 29N B                                090 44 01.1
 JU4165:UTM  18      -  FAA 29N B                                090 24 55.5
 JU4165
 JU4165|---------------------------------------------------------------------|
 JU4165| PID    Reference Object                     Distance      Geod. Az  |
 JU4165|                                                           dddmmss.s |
 JU4165| JU4166 FAA 29N B                           APPROX. 0.6 KM 0902303.4 |
 JU4165|---------------------------------------------------------------------|
 JU4165
 JU4165                          SUPERSEDED SURVEY CONTROL
 JU4165
 JU4165  ELLIP H (05/14/99)   -7.67   (m)                       GP(       ) 4 1
 JU4165  NAD 83(1992)-  39 31 25.99158(N)    075 02 56.17774(W) AD(       ) 1
 JU4165  NAD 83(1991)-  39 31 25.98330(N)    075 02 56.17677(W) AD(       ) 3
 JU4165  ELLIP H (01/27/92)   -7.79   (m)                       GP(       ) 4 1
 JU4165  NAD 83(1986)-  39 31 25.97561(N)    075 02 56.17825(W) AD(       ) 3
 JU4165  NGVD 29 (06/12/91)   26.3    (m)           86.     (f) GPS OBS        
 JU4165
 JU4165.Superseded values are not recommended for survey control.
 JU4165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4165.See file dsdata.txt to determine how the superseded data were derived.
 JU4165
 JU4165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9579474917(NAD 83)
 JU4165_MARKER: I = METAL ROD
 JU4165_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU4165_SP_SET: STAINLESS STEEL ROD
 JU4165_STAMPING: FAA 29N A 1990
 JU4165_MARK LOGO: NGS   
 JU4165_PROJECTION: FLUSH
 JU4165_MAGNETIC: I = MARKER IS A STEEL ROD
 JU4165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU4165+STABILITY: POSITION/ELEVATION WELL
 JU4165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4165+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1999
 JU4165_ROD/PIPE-DEPTH: 24.9 meters
 JU4165_SLEEVE-DEPTH  : 0.91 meters
 JU4165
 JU4165  HISTORY     - Date     Condition        Report By
 JU4165  HISTORY     - 1990     MONUMENTED       NGS
 JU4165  HISTORY     - 19921209 GOOD             NJGS
 JU4165  HISTORY     - 19990701 GOOD             NJGS
 JU4165
 JU4165                          STATION DESCRIPTION
 JU4165
 JU4165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JU4165'THE STATION IS LOCATED ON THE NORTH SIDE OF VINELAND, ON THE WEST SIDE
 JU4165'OF STATE HIGHWAY 47, AT THE VINELAND/KROELINGER AIRPORT AND ON THE
 JU4165'SOUTH SIDE OF A TURF RUNWAY.  OWNERSHIP--AND AIRPORT MANAGER IS
 JU4165'ALFRED BERNARDINI SR., P.O. BOX 537, VINELAND, NJ 08360, PHONE OFFICE
 JU4165'609-692-8048, HOME 609-692-7295.
 JU4165'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 56 (LANDIS
 JU4165'AVENUE) AND STATE HIGHWAY 47 (DELSEA DRIVE), AT A TRAFFIC CIRCLE ON
 JU4165'THE EAST SIDE OF VINELAND, GO NORTH ON HIGHWAY 47 FOR 4.02 KM
 JU4165'(2.50 MI) TO THE AIRPORT ENTRANCE DRIVE ON THE LEFT, TURN LEFT INTO
 JU4165'THE ENTRANCE AND LEFT AGAIN, SOUTHERLY, TO THE EXIT DRIVE ON YOUR
 JU4165'LEFT AND THE SOUTH END OF A HANGAR AND AN ENTRANCE TO THE AIRFIELD ON
 JU4165'THE RIGHT.  TURN RIGHT, WEST, ONTO THE TURF RUNWAY FOR 0.56 KM
 JU4165'(0.35 MI) TO THE STATION ON THE LEFT ON THE NORTH SIDE OF THE
 JU4165'NORTHWEST CORNER POST OF AN ELECTRIC FENCE.
 JU4165'THE STATION IS LOCATED ON THE SOUTH SIDE OF THE AIRFIELD, 3.9 M
 JU4165'(12.8 FT) NORTHWEST OF TWO 4-INCH CEDAR TREES, O.6 M NORTH OF THE
 JU4165'NORTHWEST CORNER POST OF AN ELECTRIC FENCE AND 0.4 M (1.3 FT) NORTH
 JU4165'OF A FIBERGLASS WITNESS POST.
 JU4165
 JU4165                          STATION RECOVERY (1992)
 JU4165
 JU4165'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 JU4165'THE STATION IS LOCATED IN THE CITY OF VINELAND, WITHIN THE BOUNDARY OF
 JU4165'KROELINGERS AIRPORT, 2554 NORTH DELSEA DRIVE, VINELAND, NEW JERSEY
 JU4165'08360.  CONTACT MR. FRED BERNARDINI, AIRPORT MANAGER, 2569 NORTH
 JU4165'DELSEA DRIVE, VINELAND, NEW JERSEY 08360, PHONE  609 692 8048 BEFORE
 JU4165'OCCUPYING THE STATION. TO REACH THE STATION FROM THE INTERSECTION OF
 JU4165'STATE HIGHWAY 55 AND GARDEN ROAD AT INTERCHANGE 35A, GO EAST ON
 JU4165'GARDEN ROAD FOR 1.50 MI (2.41 KM) TO THE JUNCTION WITH STATE HIGHWAY
 JU4165'47 AT A TRAFFIC LIGHT.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 47
 JU4165'FOR 0.45 MI (0.72 KM) TO THE INTERSECTION WITH FOREST GROVE ROAD.
 JU4165'TURN LEFT AND GO WEST ON FOREST GROVE ROAD FOR 0.15 MI (0.24 KM) TO A
 JU4165'DIRT ROAD ON THE LEFT.  TURN LEFT AND FOLLOW THE DIRT ROAD SOUTH FOR
 JU4165'0.15 MI (0.24 KM) TO A SMALL METAL HANGAR.  BEAR TO THE RIGHT AROUND
 JU4165'THE HANGAR AND GO SOUTHWEST ACROSS THE GRASS RUNWAY TO THE STATION
 JU4165'AHEAD, NEXT TO THE NORTHWEST CORNER OF A 4 FT (1.2 M) HIGH ELECTRIC
 JU4165'WIRE FENCE FOR AN ADJOINING PRIVATE PROPERTY.  THE STATION IS 1.0 M
 JU4165'(3.3 FT) NORTHWEST FROM A 1.0 FT (0.3 M) DIAMETER TIMBER PILE USED
 JU4165'FOR A FENCE POST AND 0.3 M (1.0 FT) FROM AN ORANGE CARSONITE WITNESS
 JU4165'POST.  THE STATION IS A STANDARD THREE DIMENSIONAL MARK.  THE LOGO
 JU4165'FLANGE WITH ACCESS COVER IS STAMPED FAA 29N A 1990 AND IS SET FLUSH
 JU4165'WITH THE GROUND. THE STATION IS A NINE SIXTEENTHS INCH DIAMETER
 JU4165'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 24.9 M (81.7 FT)
 JU4165'AND IS RECESSED 10 CM BELOW THE GROUND.
 JU4165
 JU4165                          STATION RECOVERY (1999)
 JU4165
 JU4165'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 JU4165'RECOVERED AS DESCRIBED WITH FOLLOWING CHANGES.  THE DIRT ROAD ALONG
 JU4165'FOREST GROVE ROAD THAT PERMITTED ACCESS TO THE WEST END OF THE AIRPORT
 JU4165'IS NO LONGER ACCESSIBLE.  TO REACH THE STATION FROM THE INTERSECTION
 JU4165'OF STATE ROUTE 47 AND FOREST GROVE ROAD, GO WEST ON FOREST GROVE ROAD
 JU4165'FOR 0.20 MI (0.32 KM) TO THE PAVED ENTRANCE DRIVE ON THE LEFT LEADING
 JU4165'TO A PARKING LOT AND LOADING DOCKS TO A TWO STORY METAL WAREHOUSE FOR
 JU4165'THE GE CORPORATION SUPPORT SERVICES.  TURN LEFT INTO THE PAVED DRIVE
 JU4165'AND GO SOUTH FOR ABOUT 100 M (328.1 FT) TO THE END OF THE PAVED
 JU4165'PARKING LOT AND THE BEGINNING OF A DIRT LANE. CONTINUE SOUTH ON THE
 JU4165'DIRT LANE FOR ABOUT 0.1 MI (0.2 KM) TO A METAL HANGAR ON THE RIGHT.
 JU4165'BEAR TO THE RIGHT AROUND THE HANGAR AND CONTINUE SOUTHWEST ACROSS THE
 JU4165'GRASS RUNWAY TO THE STATION AHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4166 ***********************************************************************
 JU4166  CBN         -  This is a Cooperative Base Network Control Station.
 JU4166  DESIGNATION -  FAA 29N B
 JU4166  PID         -  JU4166
 JU4166  STATE/COUNTY-  NJ/CUMBERLAND
 JU4166  USGS QUAD   -  NEWFIELD (1994)
 JU4166
 JU4166                         *CURRENT SURVEY CONTROL
 JU4166  ___________________________________________________________________
 JU4166* NAD 83(1996)-  39 31 25.87013(N)    075 02 32.68552(W)     ADJUSTED  
 JU4166* NAVD 88     -        24.6    (meters)      81.     (feet)  GPS OBS   
 JU4166  ___________________________________________________________________
 JU4166  X           -   1,271,552.748 (meters)                     COMP
 JU4166  Y           -  -4,759,589.626 (meters)                     COMP
 JU4166  Z           -   4,037,340.857 (meters)                     COMP
 JU4166  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 JU4166  ELLIP HEIGHT-          -9.08  (meters)          (09/24/01) GPS OBS
 JU4166  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JU4166
 JU4166  HORZ ORDER  -  B
 JU4166  ELLP ORDER  -  FOURTH    CLASS I
 JU4166
 JU4166.This mark is at Kroelinger Airport (29N)
 JU4166
 JU4166.The horizontal coordinates were established by GPS observations
 JU4166.and adjusted by the National Geodetic Survey in August 1998..
 JU4166
 JU4166.The orthometric height was determined by GPS observations and a
 JU4166.high-resolution geoid model.
 JU4166
 JU4166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4166
 JU4166.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4166
 JU4166.The ellipsoidal height was determined by GPS observations
 JU4166.and is referenced to NAD 83.
 JU4166
 JU4166.The geoid height was determined by GEOID03.
 JU4166
 JU4166;                    North         East     Units Scale Factor Converg.
 JU4166;SPC NJ       -    76,793.525   103,365.715   MT  0.99992677   -0 20 42.7
 JU4166;SPC NJ       -   251,946.76    339,125.68   sFT  0.99992677   -0 20 42.7
 JU4166;UTM  18      - 4,374,912.572   496,354.649   MT  0.99960016   -0 01 37.2
 JU4166
 JU4166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4166!SPC NJ       -   1.00000142  x   0.99992677  =   0.99992819
 JU4166!UTM  18      -   1.00000142  x   0.99960016  =   0.99960158
 JU4166
 JU4166:                Primary Azimuth Mark                     Grid Az
 JU4166:SPC NJ       -  FAA 29N A                                270 44 01.1
 JU4166:UTM  18      -  FAA 29N A                                270 24 55.6
 JU4166
 JU4166|---------------------------------------------------------------------|
 JU4166| PID    Reference Object                     Distance      Geod. Az  |
 JU4166|                                                           dddmmss.s |
 JU4166| JU4165 FAA 29N A                           APPROX. 0.6 KM 2702318.4 |
 JU4166| JU4341 12083                               272.295 METERS 35957     |
 JU4166|---------------------------------------------------------------------|
 JU4166
 JU4166                          SUPERSEDED SURVEY CONTROL
 JU4166
 JU4166  ELLIP H (08/14/98)   -9.07   (m)                       GP(       ) 3 2
 JU4166  NAD 83(1992)-  39 31 25.86875(N)    075 02 32.68485(W) AD(       ) 1
 JU4166  NAD 83(1991)-  39 31 25.86042(N)    075 02 32.68352(W) AD(       ) 3
 JU4166  ELLIP H (01/27/92)   -9.20   (m)                       GP(       ) 4 1
 JU4166  NAD 83(1986)-  39 31 25.85305(N)    075 02 32.68488(W) AD(       ) 3
 JU4166  NGVD 29 (06/12/91)   24.9    (m)           82.     (f) GPS OBS        
 JU4166
 JU4166.Superseded values are not recommended for survey control.
 JU4166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4166.See file dsdata.txt to determine how the superseded data were derived.
 JU4166
 JU4166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9635574913(NAD 83)
 JU4166_MARKER: I = METAL ROD
 JU4166_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU4166_SP_SET: STAINLESS STEEL ROD
 JU4166_STAMPING: FAA 29N B 1990
 JU4166_MARK LOGO: NGS   
 JU4166_PROJECTION: RECESSED 10 CENTIMETERS
 JU4166_MAGNETIC: I = MARKER IS A STEEL ROD
 JU4166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU4166+STABILITY: POSITION/ELEVATION WELL
 JU4166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4166+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2000
 JU4166_ROD/PIPE-DEPTH: 24.9 meters
 JU4166_SLEEVE-DEPTH  :  0.9 meters
 JU4166
 JU4166  HISTORY     - Date     Condition        Report By
 JU4166  HISTORY     - 1990     MONUMENTED       NGS
 JU4166  HISTORY     - 19921209 GOOD             NJGS
 JU4166  HISTORY     - 19961211 GOOD             NJGS
 JU4166  HISTORY     - 19990701 GOOD             NJGS
 JU4166  HISTORY     - 20001003 GOOD             NJGS
 JU4166  HISTORY     - 20001121 GOOD             NJGS
 JU4166
 JU4166                          STATION DESCRIPTION
 JU4166
 JU4166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JU4166'THE STATION IS LOCATED ON THE NORTH SIDE OF VINELAND, ON THE WEST SIDE
 JU4166'OF STATE HIGHWAY 47, AT THE VINELAND/KROELINGER AIRPORT AND SOUTH OF
 JU4166'THE SOUTH HANGAR NEAR THE EXIT DRIVE OF THE AIRPORT. OWNERSHIP--AND
 JU4166'AIRPORT MANAGER IS ALFRED BERNARDINI SR., P.O. BOX 537, VINELAND, NJ
 JU4166'08360, PHONE OFFICE 609-692-8048, HOME 609-692-7295.
 JU4166'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 56 (LANDIS
 JU4166'AVENUE) AND STATE HIGHWAY 47 (DELSEA DRIVE), AT A TRAFFIC CIRCLE ON
 JU4166'THE EAST SIDE OF VINELAND, GO NORTH ON HIGHWAY 47 FOR 4.02 KM
 JU4166'(2.50 MI) TO THE AIRPORT ENTRANCE DRIVE ON THE LEFT, TURN LEFT INTO
 JU4166'THE ENTRANCE AND LEFT AGAIN, SOUTHERLY, TO THE EXIT DRIVE ON YOUR
 JU4166'LEFT TO THE SOUTH END OF A HANGAR AND AN ENTRANCE TO THE AIRFIELD ON
 JU4166'THE RIGHT AND THE STATION STRAIGHT AHEAD ON THE WEST SIDE OF A WOOD
 JU4166'POST OF A WOODEN CABLE FENCE.
 JU4166'THE STATION IS LOCATED 36.2 M (118.8 FT) WEST OF THE CENTER OF HIGHWAY
 JU4166'47, 31.7 M (104.0 FT) NORTHWEST OF POWER POLE NUMBER H39959, 22.3 M
 JU4166'(73.2 FT) SOUTH OF THE SOUTHEAST CORNER OF THE SOUTHERN MOST HANGAR
 JU4166'ALONG HIGHWAY 47, 0.85 M (2.79 FT) WEST OF THE NORTH WOOD POST OF A
 JU4166'WOOD POST CABLE FENCE AND 0.6 M (2.0 FT) WEST OF A FIBERGLASS WITNESS
 JU4166'POST.
 JU4166
 JU4166                          STATION RECOVERY (1992)
 JU4166
 JU4166'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 JU4166'THE STATION IS LOCATED IN THE CITY OF VINELAND, WITHIN THE BOUNDARY OF
 JU4166'KROELINGERS AIRPORT, 2554 NORTH DELSEA DRIVE, VINELAND, NEW JERSEY
 JU4166'08360.  CONTACT MR. FRED BERNARDINI, AIRPORT MANGER, 2569 NORTH
 JU4166'DELSEA DRIVE, VINELAND, NEW JERSEY 08360 BEFOR OCCUPYING THE STATION.
 JU4166'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 55 AND
 JU4166'GARDEN ROAD AT INTERCHANGE 35A, GO EAST ON GARDEN ROAD FOR 1.50 MI
 JU4166'(2.41 KM) TO THE JUNCTION WITH STATE HIGHWAY 47 AT A TRAFFIC LIGHT.
 JU4166'TURN LEFT AND GO NORTH ON STATE HIGHWAY 47 FOR 0.15 MI (0.24 KM) TO
 JU4166'THE END OF THE AIRPORT RUNWAY AND THE STATION ON THE LEFT.  THE
 JU4166'STATION IS 35.9 M (117.8 FT) WEST FROM THE CENTERLINE OF STATE
 JU4166'HIGHWAY 47, 31.7 M (104.0 FT) WEST NORTHWEST FROM POLE NUMBER H
 JU4166'39959, 42.8 M (140.4 FT) SOUTHWEST FROM POLE NUMBER SJ 58L, 22.1 M
 JU4166'(72.5 FT) SOUTH FROM THE SOUTHEAST CORNER OF A WOOD AND TIN HANGAR
 JU4166'BUILDING AND 27.0 M (88.6 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF
 JU4166'A WOOD AND TIN HANGAR BUILDING.  THE STATION IS A STANDARD THREE
 JU4166'DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS COVER IS STAMPED FAA
 JU4166'29N B 1990 AND IS SET FLUSH WITH THE GROUND.  THE STATION IS A NINE
 JU4166'SIXTEENTHS DIAMETER STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
 JU4166'OF 24.9 M (81.7 FT) AND IS RECESSED 10 CM BELOW THE GROUND.
 JU4166
 JU4166                          STATION RECOVERY (1996)
 JU4166
 JU4166'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU4166'RECOVERED AS DESCRIBED.
 JU4166
 JU4166                          STATION RECOVERY (1999)
 JU4166
 JU4166'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (RJK)
 JU4166'RECOVERED AS DESCRIBED.
 JU4166
 JU4166                          STATION RECOVERY (2000)
 JU4166
 JU4166'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (JVS)
 JU4166'RECOVERED AS DESCRIBED.
 JU4166'
 JU4166
 JU4166                          STATION RECOVERY (2000)
 JU4166
 JU4166'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (WHP)
 JU4166'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4167 ***********************************************************************
 JU4167  DESIGNATION -  FAA 7N7 A
 JU4167  PID         -  JU4167
 JU4167  STATE/COUNTY-  NJ/SALEM
 JU4167  USGS QUAD   -  PENNS GROVE (1995)
 JU4167
 JU4167                         *CURRENT SURVEY CONTROL
 JU4167  ___________________________________________________________________
 JU4167* NAD 83(1996)-  39 44 04.40878(N)    075 24 02.40954(W)     ADJUSTED  
 JU4167* NAVD 88     -        11.6    (meters)      38.     (feet)  GPS OBS   
 JU4167  ___________________________________________________________________
 JU4167  X           -   1,238,004.137 (meters)                     COMP
 JU4167  Y           -  -4,752,998.702 (meters)                     COMP
 JU4167  Z           -   4,055,350.746 (meters)                     COMP
 JU4167  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 JU4167  ELLIP HEIGHT-         -21.46  (meters)          (09/25/02) GPS OBS
 JU4167  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU4167
 JU4167  HORZ ORDER  -  FIRST
 JU4167  ELLP ORDER  -  FOURTH    CLASS I
 JU4167
 JU4167.This mark is at Pedrictown Airport (7N7)
 JU4167
 JU4167.The horizontal coordinates were established by GPS observations
 JU4167.and adjusted by the National Geodetic Survey in March 2000..
 JU4167
 JU4167.The orthometric height was determined by GPS observations and a
 JU4167.high-resolution geoid model.
 JU4167
 JU4167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4167
 JU4167.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4167
 JU4167.The ellipsoidal height was determined by GPS observations
 JU4167.and is referenced to NAD 83.
 JU4167
 JU4167.The geoid height was determined by GEOID03.
 JU4167
 JU4167;                    North         East     Units Scale Factor Converg.
 JU4167;SPC NJ       -   100,432.673    72,798.526   MT  0.99997335   -0 34 32.8
 JU4167;SPC NJ       -   329,502.86    238,839.83   sFT  0.99997335   -0 34 32.8
 JU4167;SPC DE       -   192,557.592   201,371.343   MT  0.99999502   +0 00 36.8
 JU4167;SPC DE       -   631,749.37    660,665.81   sFT  0.99999502   +0 00 36.8
 JU4167;SPC PA S     -    47,228.938   801,376.760   MT  1.00003703   +1 31 27.2
 JU4167;SPC PA S     -   154,950.27  2,629,183.59   sFT  1.00003703   +1 31 27.2
 JU4167;UTM  18      - 4,398,373.166   465,666.875   MT  0.99961451   -0 15 22.0
 JU4167
 JU4167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4167!SPC NJ       -   1.00000337  x   0.99997335  =   0.99997672
 JU4167!SPC DE       -   1.00000337  x   0.99999502  =   0.99999839
 JU4167!SPC PA S     -   1.00000337  x   1.00003703  =   1.00004040
 JU4167!UTM  18      -   1.00000337  x   0.99961451  =   0.99961788
 JU4167
 JU4167:                Primary Azimuth Mark                     Grid Az
 JU4167:SPC NJ       -  FAA 7N7 B                                063 22 55.3
 JU4167:SPC DE       -  FAA 7N7 B                                062 47 45.7
 JU4167:SPC PA S     -  FAA 7N7 B                                061 16 55.3
 JU4167:UTM  18      -  FAA 7N7 B                                063 03 44.5
 JU4167
 JU4167|---------------------------------------------------------------------|
 JU4167| PID    Reference Object                     Distance      Geod. Az  |
 JU4167|                                                           dddmmss.s |
 JU4167| JU4168 FAA 7N7 B                           APPROX. 0.6 KM 0624822.5 |
 JU4167|---------------------------------------------------------------------|
 JU4167
 JU4167                          SUPERSEDED SURVEY CONTROL
 JU4167
 JU4167  ELLIP H (03/31/00)  -21.45   (m)                       GP(       ) 3 1
 JU4167  NAD 83(1996)-  39 44 04.40980(N)    075 24 02.40811(W) AD(       ) 3
 JU4167  ELLIP H (09/01/99)  -21.44   (m)                       GP(       ) 4 1
 JU4167  NAD 83(1991)-  39 44 04.40536(N)    075 24 02.40717(W) AD(       ) 3
 JU4167  ELLIP H (01/27/92)  -21.52   (m)                       GP(       ) 4 1
 JU4167  NAD 83(1986)-  39 44 04.40004(N)    075 24 02.41217(W) AD(       ) 3
 JU4167  NGVD 29 (06/12/91)   11.9    (m)           39.     (f) GPS OBS        
 JU4167
 JU4167.Superseded values are not recommended for survey control.
 JU4167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4167.See file dsdata.txt to determine how the superseded data were derived.
 JU4167
 JU4167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6566798373(NAD 83)
 JU4167_MARKER: I = METAL ROD
 JU4167_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU4167_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JU4167_STAMPING: FAA 7N7 1990
 JU4167_MARK LOGO: NGS   
 JU4167_PROJECTION: FLUSH
 JU4167_MAGNETIC: I = MARKER IS A STEEL ROD
 JU4167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU4167+STABILITY: POSITION/ELEVATION WELL
 JU4167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4167+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 JU4167_ROD/PIPE-DEPTH: 12.8 meters
 JU4167_SLEEVE-DEPTH  : 0.91 meters
 JU4167
 JU4167  HISTORY     - Date     Condition        Report By
 JU4167  HISTORY     - 1990     MONUMENTED       NGS
 JU4167  HISTORY     - 19990621 GOOD             NJGS
 JU4167
 JU4167                          STATION DESCRIPTION
 JU4167
 JU4167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JU4167'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) NORTHEAST OF PENNS GROVE
 JU4167'AT THE PEDRICKTOWN/OLD MANS AIRPORT, AT THE JUNCTION OF THE TAXIWAY
 JU4167'AND RUNWAY NORTH OF THE AIRPORT OFFICE AND ON THE NORTH SIDE OF
 JU4167'RUNWAY 7. OWNERSHIP--AND AIRPORT MANAGER IS TOM KURTZ, P.O. BOX 179,
 JU4167'PEDRICKTOWN, NJ 08067, PHONE 609-299-3634.
 JU4167'TO REACH THE STATION FROM THE JUNCTION OF THE NORTHBOUND LANE OF
 JU4167'INTERSTATE 295 (EXIT 7 AUBURN PEDRICKTOWN) AND PEDRICKTOWN ROAD, GO
 JU4167'NORTHWEST ON PEDRICKTOWN ROAD FOR 0.16 KM (0.10 MI) TO A PAVED ROAD
 JU4167'ON THE RIGHT (WITH SIGN--OLD MANS AIRPORT) TURN RIGHT, NORTHEAST, ON
 JU4167'THE AIRPORT ENTRANCE ROAD FOR 0.56 KM (0.35 MI) TO A STOP SIGN AND
 JU4167'THE END OF RUNWAY 7, TURN LEFT, EAST ONTO THE RUNWAY FOR 0.08 KM
 JU4167'(0.05 MI) TO THE JUNCTION OF A TAXIWAY AND THE STATION ON THE LEFT ON
 JU4167'THE EAST SIDE OF THE TAXIWAY AND ON THE NORTH SIDE OF THE RUNWAY.
 JU4167'THE STATION IS LOCATED 16.7 M (54.8 FT) NORTHEAST OF THE CENTER OF THE
 JU4167'TAXIWAY, 8.7 M (28.5 FT) NORTHWEST OF THE CENTER OF THE RUNWAY AND
 JU4167'0.35 M (1.15 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 JU4167
 JU4167                          STATION RECOVERY (1999)
 JU4167
 JU4167'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 JU4167'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4168 ***********************************************************************
 JU4168  DESIGNATION -  FAA 7N7 B
 JU4168  PID         -  JU4168
 JU4168  STATE/COUNTY-  NJ/SALEM
 JU4168  USGS QUAD   -  PENNS GROVE (1995)
 JU4168
 JU4168                         *CURRENT SURVEY CONTROL
 JU4168  ___________________________________________________________________
 JU4168* NAD 83(1996)-  39 44 13.54129(N)    075 23 39.38520(W)     ADJUSTED  
 JU4168* NAVD 88     -        10.6    (meters)      35.     (feet)  GPS OBS   
 JU4168  ___________________________________________________________________
 JU4168  X           -   1,238,489.075 (meters)                     COMP
 JU4168  Y           -  -4,752,685.459 (meters)                     COMP
 JU4168  Z           -   4,055,566.665 (meters)                     COMP
 JU4168  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 JU4168  ELLIP HEIGHT-         -22.52  (meters)          (09/25/02) GPS OBS
 JU4168  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU4168
 JU4168  HORZ ORDER  -  FIRST
 JU4168  ELLP ORDER  -  FOURTH    CLASS I
 JU4168
 JU4168.This mark is at Pedrictown Airport (7N7)
 JU4168
 JU4168.The horizontal coordinates were established by GPS observations
 JU4168.and adjusted by the National Geodetic Survey in March 2000..
 JU4168
 JU4168.The orthometric height was determined by GPS observations and a
 JU4168.high-resolution geoid model.
 JU4168
 JU4168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4168
 JU4168.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4168
 JU4168.The ellipsoidal height was determined by GPS observations
 JU4168.and is referenced to NAD 83.
 JU4168
 JU4168.The geoid height was determined by GEOID03.
 JU4168
 JU4168;                    North         East     Units Scale Factor Converg.
 JU4168;SPC NJ       -   100,708.823    73,349.552   MT  0.99997231   -0 34 18.1
 JU4168;SPC NJ       -   330,408.86    240,647.66   sFT  0.99997231   -0 34 18.1
 JU4168;SPC DE       -   192,839.369   201,919.528   MT  0.99999505   +0 00 51.5
 JU4168;SPC DE       -   632,673.83    662,464.32   sFT  0.99999505   +0 00 51.5
 JU4168;SPC PA S     -    47,525.113   801,917.331   MT  1.00003648   +1 31 42.2
 JU4168;SPC PA S     -   155,921.97  2,630,957.11   sFT  1.00003648   +1 31 42.2
 JU4168;UTM  18      - 4,398,652.285   466,216.155   MT  0.99961405   -0 15 07.4
 JU4168
 JU4168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4168!SPC NJ       -   1.00000353  x   0.99997231  =   0.99997584
 JU4168!SPC DE       -   1.00000353  x   0.99999505  =   0.99999858
 JU4168!SPC PA S     -   1.00000353  x   1.00003648  =   1.00004001
 JU4168!UTM  18      -   1.00000353  x   0.99961405  =   0.99961758
 JU4168
 JU4168:                Primary Azimuth Mark                     Grid Az
 JU4168:SPC NJ       -  FAA 7N7 A                                243 22 55.4
 JU4168:SPC DE       -  FAA 7N7 A                                242 47 45.8
 JU4168:SPC PA S     -  FAA 7N7 A                                241 16 55.1
 JU4168:UTM  18      -  FAA 7N7 A                                243 03 44.7
 JU4168
 JU4168|---------------------------------------------------------------------|
 JU4168| PID    Reference Object                     Distance      Geod. Az  |
 JU4168|                                                           dddmmss.s |
 JU4168| JU4167 FAA 7N7 A                           APPROX. 0.6 KM 2424837.3 |
 JU4168|---------------------------------------------------------------------|
 JU4168
 JU4168                          SUPERSEDED SURVEY CONTROL
 JU4168
 JU4168  ELLIP H (03/31/00)  -22.52   (m)                       GP(       ) 3 1
 JU4168  NAD 83(1996)-  39 44 13.54114(N)    075 23 39.38497(W) AD(       ) 3
 JU4168  NAD 83(1991)-  39 44 13.53671(N)    075 23 39.38403(W) AD(       ) 3
 JU4168  ELLIP H (01/27/92)  -22.60   (m)                       GP(       ) 4 1
 JU4168  NAD 83(1986)-  39 44 13.53138(N)    075 23 39.38903(W) AD(       ) 3
 JU4168  NGVD 29 (06/12/91)   10.8    (m)           35.     (f) GPS OBS        
 JU4168
 JU4168.Superseded values are not recommended for survey control.
 JU4168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4168.See file dsdata.txt to determine how the superseded data were derived.
 JU4168
 JU4168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6621698652(NAD 83)
 JU4168_MARKER: I = METAL ROD
 JU4168_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU4168_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JU4168_STAMPING: FAA 7N7 B 1990
 JU4168_MARK LOGO: NGS   
 JU4168_PROJECTION: FLUSH
 JU4168_MAGNETIC: I = MARKER IS A STEEL ROD
 JU4168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU4168+STABILITY: POSITION/ELEVATION WELL
 JU4168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4168+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 JU4168_ROD/PIPE-DEPTH: 13.7 meters
 JU4168_SLEEVE-DEPTH  : 0.91 meters
 JU4168
 JU4168  HISTORY     - Date     Condition        Report By
 JU4168  HISTORY     - 1990     MONUMENTED       NGS
 JU4168  HISTORY     - 19990621 GOOD             NJGS
 JU4168
 JU4168                          STATION DESCRIPTION
 JU4168
 JU4168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JU4168'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) NORTHEAST OF PENNS GROVE
 JU4168'AT THE PEDRICKTOWN/OLD MANS AIRPORT ON THE SOUTHWEST SIDE OF THE
 JU4168'TAXIWAY THAT JUNCTIONS WITH THE END OF RUNWAY 25 AND NORTHWEST OF THE
 JU4168'NORTHWEST THRESHOLD END LIGHT OF RUNWAY 25.  OWNERSHIP--AND AIRPORT
 JU4168'MANAGER IS TOM KURTZ, P.O. BOX 179, PEDRICKTOWN, NJ 08067, PHONE
 JU4168'609-299-3634.
 JU4168'TO REACH THE STATION FROM THE JUNCTION OF THE NORTHBOUND LANE OF
 JU4168'INTERSTATE 295 (EXIT 7 AUBURN PEDRICKTOWN) AND PEDRICKTOWN ROAD, GO
 JU4168'NORTHWEST ON PEDRICKTOWN ROAD FOR 0.16 KM (0.10 MI) TO A PAVED ROAD
 JU4168'ON THE RIGHT (WITH SIGN--OLD MANS AIRPORT) TURN RIGHT, NORTHEAST, ON
 JU4168'THE AIRPORT ENTRANCE ROAD FOR 0.56 KM (0.35 MI) TO A STOP SIGN AND
 JU4168'THE END OF RUNWAY 7, TURN LEFT, EAST, ONTO THE RUNWAY FOR 0.45 KM
 JU4168'(0.28 MI) TO THE JUNCTION OF A TAXIWAY THAT JUNCTIONS WITH THE END OF
 JU4168'RUNWAY 25 AND THE STATION ON THE LEFT.
 JU4168'THE STATION IS LOCATED 15.1 M (49.5 FT) NORTHWEST OF THE CENTER OF THE
 JU4168'RUNWAY, 7.4 M (24.3 FT) SOUTHWEST OF THE CENTER OF THE TAXIWAY AND
 JU4168'0.35 M (1.15 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 JU4168
 JU4168                          STATION RECOVERY (1999)
 JU4168
 JU4168'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (RJK)
 JU4168'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4171 ***********************************************************************
 JU4171  FBN         -  This is a Federal Base Network Control Station.
 JU4171  DESIGNATION -  FAA N39 A
 JU4171  PID         -  JU4171
 JU4171  STATE/COUNTY-  NJ/CUMBERLAND
 JU4171  USGS QUAD   -  SHILOH (1993)
 JU4171
 JU4171                         *CURRENT SURVEY CONTROL
 JU4171  ___________________________________________________________________
 JU4171* NAD 83(1996)-  39 26 48.37008(N)    075 18 49.41916(W)     ADJUSTED  
 JU4171* NAVD 88     -        32.133  (meters)     105.42   (feet)  ADJUSTED  
 JU4171  ___________________________________________________________________
 JU4171  X           -   1,250,381.452 (meters)                     COMP
 JU4171  Y           -  -4,770,827.222 (meters)                     COMP
 JU4171  Z           -   4,030,740.537 (meters)                     COMP
 JU4171  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 JU4171  ELLIP HEIGHT-          -1.60  (meters)          (09/24/01) GPS OBS
 JU4171  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JU4171  DYNAMIC HT  -          32.117 (meters)     105.37  (feet)  COMP
 JU4171  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 JU4171
 JU4171  HORZ ORDER  -  B
 JU4171  VERT ORDER  -  FIRST     CLASS II
 JU4171  ELLP ORDER  -  FOURTH    CLASS I
 JU4171
 JU4171.This mark is at Bridgeton Airport (N39)
 JU4171
 JU4171.The horizontal coordinates were established by GPS observations
 JU4171.and adjusted by the National Geodetic Survey in August 1998..
 JU4171
 JU4171.The orthometric height was determined by differential leveling
 JU4171.and adjusted by the National Geodetic Survey in October 1996..
 JU4171
 JU4171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4171
 JU4171.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4171
 JU4171.The ellipsoidal height was determined by GPS observations
 JU4171.and is referenced to NAD 83.
 JU4171
 JU4171.The geoid height was determined by GEOID03.
 JU4171
 JU4171.The dynamic height is computed by dividing the NAVD 88
 JU4171.geopotential number by the normal gravity value computed on the
 JU4171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4171.degrees latitude (g = 980.6199 gals.).
 JU4171
 JU4171.The modeled gravity was interpolated from observed gravity values.
 JU4171
 JU4171;                    North         East     Units Scale Factor Converg.
 JU4171;SPC NJ       -    68,411.747    79,961.699   MT  0.99996038   -0 31 01.3
 JU4171;SPC NJ       -   224,447.54    262,341.01   sFT  0.99996038   -0 31 01.3
 JU4171;UTM  18      - 4,366,403.934   473,005.425   MT  0.99960897   -0 11 57.6
 JU4171
 JU4171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4171!SPC NJ       -   1.00000025  x   0.99996038  =   0.99996063
 JU4171!UTM  18      -   1.00000025  x   0.99960897  =   0.99960922
 JU4171
 JU4171:                Primary Azimuth Mark                     Grid Az
 JU4171:SPC NJ       -  U 59                                     020 15 10.9
 JU4171:UTM  18      -  U 59                                     019 56 07.2
 JU4171
 JU4171|---------------------------------------------------------------------|
 JU4171| PID    Reference Object                     Distance      Geod. Az  |
 JU4171|                                                           dddmmss.s |
 JU4171| JU0974 U 59                                APPROX. 0.5 KM 0194409.6 |
 JU4171| JU4172 FAA N39 B                           APPROX. 0.5 KM 2050050.7 |
 JU4171|---------------------------------------------------------------------|
 JU4171
 JU4171                          SUPERSEDED SURVEY CONTROL
 JU4171
 JU4171  ELLIP H (08/14/98)   -1.60   (m)                       GP(       ) 3 2
 JU4171  NAD 83(1992)-  39 26 48.36971(N)    075 18 49.41901(W) AD(       ) 1
 JU4171  ELLIP H (08/04/95)   -1.68   (m)                       GP(       ) 3 1
 JU4171  NAD 83(1991)-  39 26 48.36059(N)    075 18 49.41611(W) AD(       ) 3
 JU4171  ELLIP H (01/27/92)   -1.76   (m)                       GP(       ) 4 1
 JU4171  NAD 83(1986)-  39 26 48.35590(N)    075 18 49.41924(W) AD(       ) 3
 JU4171  NAVD 88 (08/14/98)   32.13   (m)          105.4    (f) LEVELING    3  
 JU4171  NGVD 29 (06/12/91)   32.5    (m)          107.     (f) GPS OBS        
 JU4171
 JU4171.Superseded values are not recommended for survey control.
 JU4171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4171.See file dsdata.txt to determine how the superseded data were derived.
 JU4171
 JU4171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7300566404(NAD 83)
 JU4171_MARKER: I = METAL ROD
 JU4171_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU4171_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JU4171_STAMPING: FAA N39 A
 JU4171_MARK LOGO: NGS   
 JU4171_PROJECTION: FLUSH
 JU4171_MAGNETIC: I = MARKER IS A STEEL ROD
 JU4171_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU4171+STABILITY: POSITION/ELEVATION WELL
 JU4171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4171+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2000
 JU4171_ROD/PIPE-DEPTH: 18.8 meters
 JU4171_SLEEVE-DEPTH  : 0.91 meters
 JU4171
 JU4171  HISTORY     - Date     Condition        Report By
 JU4171  HISTORY     - 1990     MONUMENTED       NGS
 JU4171  HISTORY     - 19940831 GOOD             NJGS
 JU4171  HISTORY     - 19940913 GOOD             NJGS
 JU4171  HISTORY     - 19961211 GOOD             NJGS
 JU4171  HISTORY     - 19990623 GOOD             NJGS
 JU4171  HISTORY     - 20000710 GOOD             NGS
 JU4171  HISTORY     - 20001003 GOOD             NGS
 JU4171
 JU4171                          STATION DESCRIPTION
 JU4171
 JU4171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JU4171'THE STATION IS LOCATED ON THE NORTH SIDE OF ROADSTOWN, 2.4 KM
 JU4171'(1.5 MI) SOUTHWEST OF SHILOH, AT THE WIDE SKY AIRPORT AND AT THE EAST
 JU4171'CORNER OF A CULTIVATED FIELD EAST OF THE EAST CORNER OF THE AIRPORT
 JU4171'HANGAR. OWNERSHIP--LARRY RICHIE, RURAL ROUTE 3, BOX 231, BRIDGETOWN,
 JU4171'NJ 08302, PHONE 609-451-0424.
 JU4171'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS 620 AND 626 IN
 JU4171'ROADSTOWN (AT A TRAFFIC CAUTION LIGHT), GO NORTHEAST ON COUNTY ROAD
 JU4171'620 FOR 0.64 KM (0.40 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT
 JU4171'(A GRAVEL ROAD), TURN RIGHT, EASTERLY, ON THE ENTRANCE ROAD FOR ABOUT
 JU4171'O.08 KM TO THE TURF RUNWAY, TURN LEFT, NORTHEASTERLY, ON THE RUNWAY
 JU4171'FOR 0.08 KM (0.05 MI) TO THE SOUTH CORNER OF A CULTIVATED FIELD AND
 JU4171'THE STATION ON THE LEFT.
 JU4171'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF THE TURF RUNWAY AND
 JU4171'EAST OF THE EAST CORNER OF THE HANGAR, 99.0 M (324.8 FT) SOUTHEAST OF
 JU4171'THE CENTER OF COUNTY ROAD 620, 62.5 M (205.1 FT) EAST OF THE EAST
 JU4171'CORNER OF THE HANGAR AND 0.4 M (1.3 FT) SOUTHEAST OF A FIBERGLASS
 JU4171'WITNESS POST.
 JU4171
 JU4171                          STATION RECOVERY (1994)
 JU4171
 JU4171'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 JU4171'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP WITHIN THE BOUNDARY OF THE
 JU4171'WIDE SKY AIRPORT.  CONTACT MR. JOSEPH SHOEMAKER, MANAGER, RURAL ROUTE
 JU4171'3, P.O. BOX 231, BRIDGETON, NEW JERSEY  08320, PHONE 609 451 8224
 JU4171'BEFORE OCCUPYING THE STATION.  TO REACH THE STATION FROM THE JUNCTION
 JU4171'OF COUNTY ROADS 620 AND 626 IN ROADSTOWN AT A BLINKING YELLLOW TRAFFIC
 JU4171'LIGHT, GO NORTHEAST ON COUNTY ROAD 620 FOR 0.40 MI (0.64 KM) TO A
 JU4171'GRAVEL ROAD LEADING TO THE AIRPORT ON THE RIGHT. TURN RIGHT AND GO
 JU4171'EAST ON THE GRAVEL ENTRANCE ROAD FOR ABOUT 0.05 MI (0.08 KM) TO THE
 JU4171'TURF RUNWAY.  TURN LEFT AND GO NORTHEASTERLY ON THE RUNWAY FOR 0.05 MI
 JU4171'(0.08 KM) TO THE SOUTH CORNER OF A CULTIVATED FIELD AND THE STATION ON
 JU4171'THE LEFT, ON THE NORTHWEST SIDE OF THE RUNWAY AND EAST FROM THE EAST
 JU4171'CORNER OF THE HANGAR.  THE STATION IS 99.0 M (324.8 FT) SOUTHEAST FROM
 JU4171'THE CENTERLINE OF COUNTY ROAD 620, 62.5 M (205.1 FT) EAST FROM THE
 JU4171'EAST CORNER OF THE HANGAR AND 0.4 M (1.3 FT) SOUTHEAST FROM A
 JU4171'FIBERGLASS WITNESS POST.  THE STATION IS A STANDARD NGS THREE
 JU4171'DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS COVER IS STAMPED  FAA
 JU4171'N39 A AND IS SET FLUSH WITH THE GROUND.  THE STATION IS A NINE
 JU4171'SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 JU4171'DEPTH OF 18.8 M (61.7 FT) AND IS SET FLUSH WITH THE GROUND.
 JU4171
 JU4171                          STATION RECOVERY (1994)
 JU4171
 JU4171'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 JU4171'RECOVERED AS DESCRIBED.
 JU4171
 JU4171                          STATION RECOVERY (1996)
 JU4171
 JU4171'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 JU4171'RECOVERED AS DESCRIBED.
 JU4171
 JU4171                          STATION RECOVERY (1999)
 JU4171
 JU4171'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (ECB)
 JU4171'RECOVERED AS DESCRIBED.
 JU4171
 JU4171                          STATION RECOVERY (2000)
 JU4171
 JU4171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 JU4171'THE STATION IS LOCATED ABOUT 1.93 KM (1.20 MI) SOUTHWEST OF SHILOH,
 JU4171'0.72 KM (0.45 MI) NORTHEAST OF THE JUNCTION OF COUNTY ROADS 620 AND
 JU4171'626 IN ROADSTOWN, AT THE WIDE SKY AIRPORT.  OWNERSHIP--MR CHARLES
 JU4171'NOCCO, PO BOX 263, BRIDGETON NJ 08302.  CONTACT MR WINFINE W
 JU4171'ANDREWS III, AIRPORT MANAGER, ONE DAY IN ADVANCE BEFORE OCCUPYING
 JU4171'THE STATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 JU4171'HIGHWAY 49 AND COUNTY ROAD 620 (ROADSTOWN ROAD) IN SHILOH, GO
 JU4171'SOUTHWEST ON COUNTY ROAD 620 FOR 1.93 KM (1.20 MI) TO THE GRAVEL
 JU4171'ENTRANCE ROAD TO THE WIDE SKY AIRPORT ON THE LEFT, ON THE
 JU4171'NORTHEAST SIDE OF A LARGE SOLITARY HANGAR.  TURN LEFT, EAST ON THE
 JU4171'ENTRANCE DRIVE FOR ABOUT 45.72 M (150.00 FT) TO THE NORTHEAST END
 JU4171'OF THE SHORT ASPHALT TAXIWAY FOR THE HANGAR AND TURF TAXIWAY
 JU4171'STRAIGHT AHEAD.  CONTINUE AHEAD, EAST ON THE TURF TAXIWAY FOR
 JU4171'ABOUT 30.48 M (100.00 FT) TO THE FIRST SET OF TAXIWAY LIGHTS.  BEAR
 JU4171'LEFT, NORTHEASTERLY ACROSS THE OPEN FIELD FOR ABOUT 22.86 M (75.00
 JU4171'FT) TO A PYLON (TRAFFIC CONE) AND THE STATION. THE STATION IS A PUNCH
 JU4171'MARK ON THE TOP OF A STAINLESS STEEL ROD IN A GREASE FILLED SLEEVE,
 JU4171'ENCASED IN A 13 CM PVC PIPE WITH NGS LOGO CAP SURROUNDED BY
 JU4171'CONCRETE FLUSH WITH GROUND.  LOCATED 62.49 M (205.02 FT) EAST OF THE
 JU4171'EAST CORNER OF THE HANGAR, 22.56 M (74.02 FT) EAST-NORTHEAST OF THE
 JU4171'NORTHEAST ONE OF THE FIRST SET OF TAXIWAY LIGHTS AND 0.4 M (1.3 FT)
 JU4171'SOUTHEAST OF A FIBERGLASS WITNESS POST DRIVEN THROUGH PYLON.
 JU4171'
 JU4171
 JU4171                          STATION RECOVERY (2000)
 JU4171
 JU4171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 JU4171'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4172 ***********************************************************************
 JU4172  DESIGNATION -  FAA N39 B
 JU4172  PID         -  JU4172
 JU4172  STATE/COUNTY-  NJ/CUMBERLAND
 JU4172  USGS QUAD   -  SHILOH (1993)
 JU4172
 JU4172                         *CURRENT SURVEY CONTROL
 JU4172  ___________________________________________________________________
 JU4172* NAD 83(1996)-  39 26 33.45113(N)    075 18 58.39718(W)     ADJUSTED  
 JU4172* NAVD 88     -        30.632  (meters)     100.50   (feet)  ADJUSTED  
 JU4172  ___________________________________________________________________
 JU4172  X           -   1,250,247.594 (meters)                     COMP
 JU4172  Y           -  -4,771,163.284 (meters)                     COMP
 JU4172  Z           -   4,030,384.271 (meters)                     COMP
 JU4172  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 JU4172  ELLIP HEIGHT-          -3.11  (meters)          (09/25/02) GPS OBS
 JU4172  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JU4172  DYNAMIC HT  -          30.616 (meters)     100.45  (feet)  COMP
 JU4172  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 JU4172
 JU4172  HORZ ORDER  -  FIRST
 JU4172  VERT ORDER  -  FIRST     CLASS II
 JU4172  ELLP ORDER  -  FOURTH    CLASS I
 JU4172
 JU4172.This mark is at Bridgeton Airport (N39)
 JU4172
 JU4172.The horizontal coordinates were established by GPS observations
 JU4172.and adjusted by the National Geodetic Survey in May 1999..
 JU4172
 JU4172.The orthometric height was determined by differential leveling
 JU4172.and adjusted by the National Geodetic Survey in October 1996..
 JU4172
 JU4172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4172
 JU4172.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4172
 JU4172.The ellipsoidal height was determined by GPS observations
 JU4172.and is referenced to NAD 83.
 JU4172
 JU4172.The geoid height was determined by GEOID03.
 JU4172
 JU4172.The dynamic height is computed by dividing the NAVD 88
 JU4172.geopotential number by the normal gravity value computed on the
 JU4172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4172.degrees latitude (g = 980.6199 gals.).
 JU4172
 JU4172.The modeled gravity was interpolated from observed gravity values.
 JU4172
 JU4172;                    North         East     Units Scale Factor Converg.
 JU4172;SPC NJ       -    67,953.624    79,742.880   MT  0.99996075   -0 31 06.9
 JU4172;SPC NJ       -   222,944.51    261,623.10   sFT  0.99996075   -0 31 06.9
 JU4172;UTM  18      - 4,365,944.766   472,789.226   MT  0.99960912   -0 12 03.2
 JU4172
 JU4172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4172!SPC NJ       -   1.00000049  x   0.99996075  =   0.99996124
 JU4172!UTM  18      -   1.00000049  x   0.99960912  =   0.99960961
 JU4172
 JU4172:                Primary Azimuth Mark                     Grid Az
 JU4172:SPC NJ       -  FAA N39 A                                025 31 51.9
 JU4172:UTM  18      -  FAA N39 A                                025 12 48.2
 JU4172
 JU4172|---------------------------------------------------------------------|
 JU4172| PID    Reference Object                     Distance      Geod. Az  |
 JU4172|                                                           dddmmss.s |
 JU4172| JU4171 FAA N39 A                           APPROX. 0.5 KM 0250045.0 |
 JU4172|---------------------------------------------------------------------|
 JU4172
 JU4172                          SUPERSEDED SURVEY CONTROL
 JU4172
 JU4172  NAD 83(1992)-  39 26 33.45070(N)    075 18 58.39702(W) AD(       ) 1
 JU4172  ELLIP H (08/04/95)   -3.18   (m)                       GP(       ) 3 1
 JU4172  NAD 83(1991)-  39 26 33.44154(N)    075 18 58.39478(W) AD(       ) 3
 JU4172  ELLIP H (01/27/92)   -3.27   (m)                       GP(       ) 4 1
 JU4172  NAD 83(1986)-  39 26 33.43686(N)    075 18 58.39790(W) AD(       ) 3
 JU4172  NAVD 88 (03/31/00)   30.63   (m)          100.5    (f) LEVELING    3  
 JU4172  NGVD 29 (06/12/91)   31.0    (m)          102.     (f) GPS OBS        
 JU4172
 JU4172.Superseded values are not recommended for survey control.
 JU4172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4172.See file dsdata.txt to determine how the superseded data were derived.
 JU4172
 JU4172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7278965945(NAD 83)
 JU4172_MARKER: I = METAL ROD
 JU4172_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU4172_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JU4172_STAMPING: FAA N39 B 1990
 JU4172_MARK LOGO: NGS   
 JU4172_PROJECTION: FLUSH
 JU4172_MAGNETIC: I = MARKER IS A STEEL ROD
 JU4172_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU4172+STABILITY: POSITION/ELEVATION WELL
 JU4172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4172+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 JU4172_ROD/PIPE-DEPTH: 17.7 meters
 JU4172_SLEEVE-DEPTH  : 0.91 meters
 JU4172
 JU4172  HISTORY     - Date     Condition        Report By
 JU4172  HISTORY     - 1990     MONUMENTED       NGS
 JU4172  HISTORY     - 19940831 GOOD             NJGS
 JU4172  HISTORY     - 19940913 GOOD             NJGS
 JU4172  HISTORY     - 19990623 GOOD             NJGS
 JU4172
 JU4172                          STATION DESCRIPTION
 JU4172
 JU4172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JU4172'THE STATION IS LOCATED ON THE NORTH SIDE OF ROADSTOWN, 2.4 KM
 JU4172'(1.5 MI) SOUTHWEST OF SHILOH, AT THE WIDE SKY AIRPORT, AT THE
 JU4172'SOUTHWEST END OF RUNWAY 4 AND ON THE NORTHEAST SIDE OF A CULTIVATED
 JU4172'FIELD. OWNERSHIP--LARRY RICHIE, RURAL ROUTE 3, BOX 231, BRIDGETOWN,
 JU4172'NJ 08302, PHONE 609-451-0424.
 JU4172'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS 620 AND 626 IN
 JU4172'ROADSTOWN (AT A TRAFFIC CAUTION LIGHT), GO NORTHEAST ON COUNTY ROAD
 JU4172'620 FOR 0.64 KM (0.40 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT
 JU4172'(A GRAVEL ROAD), TURN RIGHT, EASTERLY, ON THE ENTRANCE ROAD FOR ABOUT
 JU4172'O.08 KM TO THE TURF RUNWAY, TURN RIGHT SOUTHWEST ONTO THE RUNWAY FOR
 JU4172'0.48 KM (0.30 MI) TO THE STATION ON THE RIGHT.
 JU4172'THE STATION IS LOCATED 56.5 M (185.4 FT) SOUTHEAST OF THE SOUTH CORNER
 JU4172'OF THE SOUTHEAST END OF THE ASPHALT DRIVE OF A FRAME HOUSE, 51.4 M
 JU4172'(168.6 FT) SOUTHEAST OF THE EAST CORNER OF A WOODEN FENCE AROUND A
 JU4172'SWIMMING POOL IN THE REAR YARD OF A FRAME HOUSE AND 0.4 M (1.3 FT)
 JU4172'SOUTHEAST OF A FIBERGLASS WITNESS POST.
 JU4172
 JU4172                          STATION RECOVERY (1994)
 JU4172
 JU4172'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 JU4172'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP WITHIN THE BOUNDARY OF THE
 JU4172'WIDE SKY AIRPORT.  CONTACT MR. JOSEPH SHOEMAKER, MANAGER, RURAL ROUTE
 JU4172'3, P.O. BOX 231, BRIDGETON, NEW JERSEY  08320, PHONE 609 451 8224
 JU4172'BEFORE OCCUPYING THE STATION.  TO REACH THE STATION FROM THE JUNCTION
 JU4172'OF COUNTY ROADS 620 AND 626 IN ROADSTOWN AT A BLINKING YELLLOW TRAFFIC
 JU4172'LIGHT, GO NORTHEAST ON COUNTY ROAD 620 FOR 0.40 MI (0.64 KM) TO A
 JU4172'GRAVEL ROAD LEADING TO THE AIRPORT ON THE RIGHT. TURN RIGHT AND GO
 JU4172'EAST ON THE GRAVEL ENTRANCE ROAD FOR ABOUT 0.05 MI (0.08 KM) TO THE
 JU4172'TURF RUNWAY.  TURN RIGHT AND GO SOUTHWEST ALONG RUNWAY 4 FOR 0.30 MI
 JU4172'(0.48 KM) TO THE STATION ON THE RIGHT.  THE STATION IS 56.5 M (185.4
 JU4172'FT) SOUTHEAST FROM THE SOUTH CORNER OF THE SOUTHEAST END OF THE
 JU4172'ASPHALT DRIVE OF A FRAME HOUSE, 51.4 M (168.6 FT) SOUTHEAST FROM THE
 JU4172'EAST CORNER OF A WOODEN FENCE AROUND A SWIMMING POOL IN THE REAR YARD
 JU4172'OF A FRAME HOUSE AND 0.4 M (1.3 FT) SOUTHEAST FROM A FIBERGLASS
 JU4172'WITNESS POST.  THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.
 JU4172'THE LOGO FLANGE WITH ACCESS COVER IS STAMPED FAA N39 B 1990  AND IS
 JU4172'SET FLUSH WITH THE GROUND.  THE STATION IS A NINE SIXTEENTHS INCH
 JU4172'DIAMETER STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 17.7 M
 JU4172'(58.1 FT) AND IS SET FLUSH WITH THE GROUND.
 JU4172
 JU4172                          STATION RECOVERY (1994)
 JU4172
 JU4172'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 JU4172'RECOVERED AS DESCRIBED.
 JU4172
 JU4172                          STATION RECOVERY (1999)
 JU4172
 JU4172'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 JU4172'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5520 ***********************************************************************
 KV5520  DESIGNATION -  FAIRVIEW
 KV5520  PID         -  KV5520
 KV5520  STATE/COUNTY-  NJ/BURLINGTON
 KV5520  USGS QUAD   -  TRENTON EAST (1981)
 KV5520
 KV5520                         *CURRENT SURVEY CONTROL
 KV5520  ___________________________________________________________________
 KV5520* NAD 83(1996)-  40 07 44.26264(N)    074 40 17.96616(W)     ADJUSTED  
 KV5520* NAVD 88     -        37.4    (meters)     123.     (feet)  GPS OBS   
 KV5520  ___________________________________________________________________
 KV5520  X           -   1,290,952.572 (meters)                     COMP
 KV5520  Y           -  -4,709,772.911 (meters)                     COMP
 KV5520  Z           -   4,088,947.575 (meters)                     COMP
 KV5520  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 KV5520  ELLIP HEIGHT-           4.78  (meters)          (10/23/02) GPS OBS
 KV5520  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KV5520
 KV5520  HORZ ORDER  -  FIRST
 KV5520  ELLP ORDER  -  FOURTH    CLASS I
 KV5520
 KV5520.The horizontal coordinates were established by GPS observations
 KV5520.and adjusted by the National Geodetic Survey in May 1999..
 KV5520
 KV5520.The orthometric height was determined by GPS observations and a
 KV5520.high-resolution geoid model.
 KV5520
 KV5520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5520
 KV5520.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5520
 KV5520.The ellipsoidal height was determined by GPS observations
 KV5520.and is referenced to NAD 83.
 KV5520
 KV5520.The geoid height was determined by GEOID03.
 KV5520
 KV5520;                    North         East     Units Scale Factor Converg.
 KV5520;SPC NJ       -   143,846.491   135,370.596   MT  0.99990263   -0 06 38.3
 KV5520;SPC NJ       -   471,936.36    444,128.36   sFT  0.99990263   -0 06 38.3
 KV5520;SPC PA S     -    92,914.612   862,316.731   MT  0.99997518   +1 59 49.9
 KV5520;SPC PA S     -   304,837.36  2,829,117.47   sFT  0.99997518   +1 59 49.9
 KV5520;UTM  18      - 4,442,122.543   527,974.467   MT  0.99960963   +0 12 41.8
 KV5520
 KV5520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5520!SPC NJ       -   0.99999925  x   0.99990263  =   0.99990188
 KV5520!SPC PA S     -   0.99999925  x   0.99997518  =   0.99997443
 KV5520!UTM  18      -   0.99999925  x   0.99960963  =   0.99960888
 KV5520
 KV5520|---------------------------------------------------------------------|
 KV5520| PID    Reference Object                     Distance      Geod. Az  |
 KV5520|                                                           dddmmss.s |
 KV5520| CB5901 FAIRVIEW RM 1                        55.847 METERS 01735     |
 KV5520| KV6245 FAIRVIEW AZ MK 2                    APPROX. 0.6 KM 0775442.1 |
 KV5520| CB5902 FAIRVIEW RM 2                        30.111 METERS 07934     |
 KV5520| CB5903 FAIRVIEW RM 3                        19.473 METERS 09300     |
 KV5520| KV5587 AIRWAY BEACON 71 A                  APPROX.11.9 KM 2941334.0 |
 KV5520| KV5517 BORDENTOWN MUNICIPAL TANK           APPROX. 4.0 KM 3160655.7 |
 KV5520|---------------------------------------------------------------------|
 KV5520
 KV5520                          SUPERSEDED SURVEY CONTROL
 KV5520
 KV5520  ELLIP H (05/14/99)    4.77   (m)                       GP(       ) 4 1
 KV5520  NAD 83(1992)-  40 07 44.26179(N)    074 40 17.96606(W) AD(       ) 1
 KV5520  ELLIP H (12/16/96)    4.74   (m)                       GP(       ) 2 1
 KV5520  NAD 83(1986)-  40 07 44.26317(N)    074 40 17.96922(W) AD(       ) 1
 KV5520  ELLIP H (01/27/92)    4.85   (m)                       GP(       ) 4 1
 KV5520  NAD 83(1986)-  40 07 44.25733(N)    074 40 17.96697(W) AD(       ) 1
 KV5520  NAD 27      -  40 07 43.86200(N)    074 40 19.39700(W) AD(       ) 1
 KV5520  NGVD 29 (09/20/93)   37.8    (m)          124.     (f) GPS OBS        
 KV5520
 KV5520.Superseded values are not recommended for survey control.
 KV5520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5520.See file dsdata.txt to determine how the superseded data were derived.
 KV5520
 KV5520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2797442123(NAD 83)
 KV5520_MARKER: DS = TRIANGULATION STATION DISK
 KV5520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5520_SP_SET: CONCRETE POST
 KV5520_STAMPING: FAIRVIEW 1933
 KV5520_MARK LOGO: CGS   
 KV5520_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV5520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5520+STABILITY: SURFACE MOTION
 KV5520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5520+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 KV5520
 KV5520  HISTORY     - Date     Condition        Report By
 KV5520  HISTORY     - 1933     MONUMENTED       CGS
 KV5520  HISTORY     - 1933     GOOD             CGS
 KV5520  HISTORY     - 1947     GOOD             CGS
 KV5520  HISTORY     - 1975     GOOD             NGS
 KV5520  HISTORY     - 1975     GOOD             NGS
 KV5520  HISTORY     - 1985     GOOD             NGS
 KV5520  HISTORY     - 1986     GOOD             LOCSUR
 KV5520  HISTORY     - 1987     GOOD             AEROS
 KV5520  HISTORY     - 19881109 GOOD             NGS
 KV5520  HISTORY     - 19890111 GOOD
 KV5520  HISTORY     - 19900301 GOOD             NJGS
 KV5520  HISTORY     - 19951101 GOOD             TWT
 KV5520  HISTORY     - 20010815 GOOD             TWT
 KV5520
 KV5520                          STATION DESCRIPTION
 KV5520
 KV5520'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 KV5520'THIS STATION IS ON THE PROPERTY OF THE FAIRVIEW FRUIT FARMS,
 KV5520'T.S. HORNER, MANAGER, ABOUT 2.5 MILES ESE OF BORDENTOWN AND 2
 KV5520'MILES SSW OF CROSSWICKS.  REACHED FROM BORDENTOWN BY CROSSWICKS
 KV5520'STREET NE FROM THE BORDENTOWN BANKING COMPANY AT FARNSWORTH,
 KV5520'WALNUT AND CROSSWICKS STREETS 0.55 MILE AND CROSS OVER U.S.
 KV5520'HIGHWAY 130.  CONTINUE STRAIGHT AHEAD 1.15 MILES AND TAKE RIGHT
 KV5520'FORK (ASPHALT) AT DANIEL BOROCZS GAS STATION.  CONTINUE 1.2
 KV5520'MILES AND TURN W AT DIRT CROSSROADS AND GO 0.5 MILE TO A LARGE
 KV5520'YELLOW HOUSE ON THE N SIDE OF THE ROAD.
 KV5520'
 KV5520'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5520'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A, AND 11B.
 KV5520'
 KV5520'THERE IS A MAIL BOX MARKED T.S. HORNER.  THE MARK IS IN THE YARD
 KV5520'S OF THE SERVANTS HOUSE, WHICH IS TO THE W OF THE LARGE YELLOW
 KV5520'HOUSE MENTIONED ABOVE, 47 FEET N OF THE CENTER LINE OF THE ROAD,
 KV5520'186 FEET S OF THE WESTERLY HOUSE, 120 FEET W OF DRIVEWAY, 67
 KV5520'FEET NW OF POWER POLE NO.3087, 20 PACES E OF ORCHARD AND
 KV5520'PROJECTS 2 INCHES.
 KV5520'
 KV5520'REFERENCE MARK NO.1 IS N OF THE STATION, 54 FEET E OF THE SE
 KV5520'CORNER OF THE WESTERLY HOUSE, 28 FEET NE OF THE EASTERLY OF A
 KV5520'ROW OF THREE TREES, 15 FEET W OF DRIVEWAY, ABOUT 75 FEET SW OF
 KV5520'LARGE BARN, 46 PACES W OF THE MAIN HOUSE AND PROJECTS 6 INCHES.
 KV5520'
 KV5520'REFERENCE MARK NO.2 IS E OF THE STATION, 23 FEET W OF THE
 KV5520'DRIVEWAY, 30 FEET N OF THE CENTER LINE OF THE MAIN ROAD, 6 FEET
 KV5520'N OF POWER LINE BRACE POLE AND PROJECTS 8 INCHES.
 KV5520'
 KV5520'A 90-FOOT TOWER WAS ERECTED.
 KV5520
 KV5520                          STATION RECOVERY (1933)
 KV5520
 KV5520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 KV5520'RECOVERED IN GOOD CONDITION.
 KV5520
 KV5520                          STATION RECOVERY (1947)
 KV5520
 KV5520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5520'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5520'ADEQUATE WITH THE FOLLOWING CHANGES--
 KV5520'
 KV5520'CHANGE T.S. HORNER TO GEO. BLASCZYN WHERE IT APPEARS IN
 KV5520'THE DESCRIPTION.
 KV5520'
 KV5520'CHANGE LARGE YELLOW HOUSE TO LARGE HOUSE, FIRST FLOOR
 KV5520'FINISHED WITH IMITATION RED BRICK SIDING AND SECOND FLOOR
 KV5520'PAINTED WHITE.
 KV5520'
 KV5520'DELETE 67 FEET NW OF POWER POLE NO.3087 AND ADD 62.0 FEET
 KV5520'W OF FIRST POLE W OF DRIVEWAY, AND 82.5 FEET E OF POLE PS444CF,.
 KV5520'
 KV5520'CHANGE 20 PACES E OF ORCHARD TO 40 PACES E OF ORCHARD.
 KV5520'
 KV5520'DELETE 6 FEET N OF POWER LINE BRACE POLE AND ADD 41.8 FEET
 KV5520'E OF FIRST POLE W OF DRIVE, AND 49.7 FEET W OF POLE 60388CF.
 KV5520
 KV5520                          STATION RECOVERY (1975)
 KV5520
 KV5520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 KV5520'STATION AND REFERENCE MARKS NO.1 AND NO.2 WERE FOUND IN GOOD
 KV5520'CONDITION.
 KV5520
 KV5520                          STATION RECOVERY (1975)
 KV5520
 KV5520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KV5520'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 KV5520'CONDITION.  REFERENCE MARK 2 WAS FOUND IN THE WEST PART OF A
 KV5520'ROAD AND BADLY SCARRED.  A NEW REFERENCE MARK 3 SET TO REPLACE
 KV5520'IT.  A LONGER DISTANCE OF 34.52 FEET OR 10.827 METERS WAS
 KV5520'NOTED TO REFERENCE MARK 1.  IT IS BELIEVED THAT THE PREVIOUS
 KV5520'MEASUREMENT WAS IN GREAT ERROR.  THE LOCATION OF MARKS CHECKED
 KV5520'OLD DATA.  A LONGER DISTANCE OF 0.14 FOOT OR 0.042 METERS WAS
 KV5520'NOTED TO REFERENCE MARK 2.  THE ANGLES BETWEEN THE MARKS WERE
 KV5520'WITHIN CLOSE AGREEMENT WITH THE PREVIOUS OBSERVATIONS.
 KV5520'
 KV5520'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 KV5520'
 KV5520'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF TRENTON, 3 MILES
 KV5520'SOUTHEAST OF BORDENTOWN AND ABOUT 3 MILES WEST OF CHESTERFIELD.  THE
 KV5520'PROPERTY OWNERS NAME IS UNKNOWN.
 KV5520'
 KV5520'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 130 AND 206 AT THE
 KV5520'NEW JERSEY TURNPIKE IN MANSFIELD SQUARE, GO SOUTH ON U.S. HIGHWAYS
 KV5520'130 AND 206 FOR 0.2 MILE TO A CROSSROADS.  TURN LEFT AND GO
 KV5520'EASTERLY ON OLD YORK ROAD FOR 2.2 MILES TO THE STATION ON THE
 KV5520'LEFT.
 KV5520'
 KV5520'THE STATION MARK IS A STANDARD DISK STAMPED FAIRVIEW 1933, SET
 KV5520'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT PROJECTING
 KV5520'4-INCHES.  IT IS 115.5 FEET NORTH OF THE CENTER OF OLD YORK
 KV5520'ROAD, 61.6 FEET NORTHWEST OF A POWERLINE POLE NUMBERED E61050CF,
 KV5520'50.4 FEET EAST OF A SINGLE DRIVE ENTRANCE, 101 FEET WEST OF A
 KV5520'DOUBLE DRIVE ENTRANCE.
 KV5520'
 KV5520'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FAIRVIEW NO 1 1933,
 KV5520'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT PROJECTING
 KV5520'4-INCHES.  IT IS 55 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 KV5520'A HOUSE, 31 FEET SOUTHEAST OF A BRICK FIREPLACE, 12 FEET WEST
 KV5520'OF THE CENTER OF THE DOUBLE DRIVE, 6 FEET NORTH OF A 18-INCH
 KV5520'CHERRY TREE AND 1 FOOT SOUTH OF A LARGE METAL STAKE.
 KV5520'
 KV5520'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FAIRVIEW 1933 NO
 KV5520'3 1975, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH
 KV5520'IS FLUSH WITH THE SURFACE.  IT IS 58 FEET WEST OF A GROUP OF
 KV5520'3 MAIL BOXES, 58 FEET WEST OF THE CENTER OF THE DOUBLE DRIVE,
 KV5520'21.5 FEET NORTH OF THE CENTER OF OLD YORK ROAD, 9 FEET
 KV5520'SOUTH-SOUTHEAST OF AN ANCHOR LINE AND 2.5 FEET NORTHEAST OF
 KV5520'THE POWERLINE POLE NUMBERED E61050CF.
 KV5520'
 KV5520'NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 KV5520'
 KV5520'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5520'3 MILES SE OF BORDENTOWN.
 KV5520
 KV5520                          STATION RECOVERY (1985)
 KV5520
 KV5520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 KV5520'THE STATION WAS RECOVERED AT THIS DATE.
 KV5520'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE RECOVERED AND FOUND
 KV5520'IN GOOD CONDITION AS DESCRIBED IN 1975.  THE DISTANCE TO REFERENCE
 KV5520'MARK 1 WAS FOUND TO BE 0.029 METERS SHORTER.  IT IS SUPPOSED THAT
 KV5520'THE LONG DISTANCE CONTRIBUTED TO THIS.  A NEW AZIMUTH MARK WAS SET
 KV5520'AT THIS TIME AND POSITIONED.
 KV5520'
 KV5520'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK
 KV5520'STAMPED---FAIRVIEW 1933 NO 2 1985---SET IN THE TOP OF A ROUND
 KV5520'CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH THE GROUND.  IT IS
 KV5520'LOCATED 6.7 METERS (22.1 FT) NORTH FROM THE CENTERLINE OF OLD YORK
 KV5520'ROAD, 7.5 METERS (24.5 FT)  EAST FROM POWER POLE PS 880 CF,
 KV5520'13.3 METERS (43.5 FT) NORTHWEST FROM POWER POLE T 61096 CF AND
 KV5520'21.3 METERS (69.8 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A HOUSE
 KV5520'NUMBERED 71 OLD YORK ROAD.  TO REACH THE AZIMUTH MARK FROM THE
 KV5520'JUNCTION OF U.S. HIGHWAYS 130 AND 206 AT THE NEW JERSEY TURNPIKE IN
 KV5520'MANSFIELD SQUARE, GO SOUTH ON U.S. HIGHWAYS 130 AND 206 FOR
 KV5520'0.3 KM (0.2 MI) TO A CROSSROADS.  TURN LEFT AND GO EAST ON OLD YORK
 KV5520'ROAD FOR 4.1 KM ( 2.55 MI) TO THE MARK ON THE LEFT.  THE
 KV5520'UNDERGROUND MARK IS A STANDARD DISK STAMPED---FAIRVIEW 1933 1985---
 KV5520'SET IN AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW GROUND LEVEL.
 KV5520'
 KV5520'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 KV5520'
 KV5520'DESCRIBED BY R G POUST.
 KV5520
 KV5520                          STATION RECOVERY (1986)
 KV5520
 KV5520'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (CT)
 KV5520'RECOVERED IN GOOD CONDITION.
 KV5520
 KV5520                          STATION RECOVERY (1987)
 KV5520
 KV5520'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (JKP)
 KV5520'THE STATION WAS RECOVERED AT THIS DATE.
 KV5520'THE STATION, RM 1, AND RM 3 WERE RECOVERED AS DESCRIBED BY C. L.
 KV5520'NOVAK IN 1975 WITH THE FOLLOWING CHANGES AND ADDITIONS.  THE
 KV5520'PROPERTY IS NOW OWNED BY MR. HERMAN LIEDTKA AT PHONE (609)298-0306
 KV5520'OR (609)298-6078.  THE STATION IS LOCATED IN A GRASSY AREA BETWEEN
 KV5520'TWO SMALL ORCHARDS IN WHAT WAS ONCE THE YARD OF A SMALL TWO STORY
 KV5520'WHITE FRAME HOUSE, 0.6 METERS (2 FEET) SOUTH FROM A CARSONITE
 KV5520'WITNESS POST.  RM 1 IS LOCATED 0.3 METERS (1 FEET) WEST FROM A
 KV5520'CARSONITE WITNESS POST.  RM 3 IS LOCATED 0.3 METERS (1 FEET) NORTH
 KV5520'FROM A CARSONITE WITNESS POST.
 KV5520
 KV5520                          STATION RECOVERY (1988)
 KV5520
 KV5520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KV5520'RECOVERED IN GOOD CONDITION.
 KV5520
 KV5520                          STATION RECOVERY (1989)
 KV5520
 KV5520'RECOVERED 1989
 KV5520'RECOVERED IN GOOD CONDITION.
 KV5520
 KV5520                          STATION RECOVERY (1990)
 KV5520
 KV5520'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5520'THE STATION IS LOCATED IN CHESTERFIELD TOWNSHIP ON THE NORTH SIDE OF
 KV5520'OLD YORK ROAD, ABOUT 3 MI (4.8 KM) SOUTH OF BORDENTOWN CITY, 3 MI
 KV5520'(4.8 KM) NORTHWEST OF CHESTERFIELD BOROUGH AND 2 MI (3.2 KM) EAST OF
 KV5520'MANSFIELD SQUARE AT EXIT 7 OF THE NEW JERSEY TURNPIKE.  TO REACH THE
 KV5520'STATION FROM THE JUNCTION OF U.S. HIGHWAY 206 AND BORDENTOWN
 KV5520'GEORGETOWN ROAD, COUNTY ROAD 545, GO 2.0 KM (1.25 MI) SOUTH ON COUNTY
 KV5520'ROAD 545 TO OLD YORK ROAD, COUNTY ROAD 660.  TURN LEFT AND GO 1.5 KM
 KV5520'(0.95 MI) EAST ON OLD YORK ROAD TO A RIGHT BEND IN THE ROAD AT
 KV5520'UTILITY POLE NUMBER E61050 CF AND THE STATION IN THE LAWN ON THE
 KV5520'LEFT.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 206 AND
 KV5520'OLD YORK ROAD IN MANSFIELD SQUARE, GO 1.6 KM (1.00 MI) EAST ON OLD
 KV5520'YORK ROAD TO GEORGETOWN ROAD.  CONTINUE EAST FOR 1.5 KM (0.95 MI) ON
 KV5520'COUNTY ROAD 660 TO THE STATION ON THE LEFT.   A CARSONITE WITNESS
 KV5520'POST AND A METAL ROD ARE IN THE GROUND TO PROTECT THE STATION.  THE
 KV5520'STATION IS 15.3 M (50.2 FT) NORTH OF THE OLD YORK ROAD CENTERLINE,
 KV5520'15.4 M (50.5 FT) EAST OF THE CENTERLINE OF A PRIVATE STONE ROAD
 KV5520'LEADING NORTH, 19.05 M (62.50 FT) NORTHWEST OF POLE E 61050 CF AND
 KV5520'19.5 M (64.0 FT) WEST NORTHWEST OF REFERENCE MARK 3 STAMPED FAIRVIEW
 KV5520'1933 NO 3 1975.  THE STATION IS 0.1 M (0.3 FT) ABOVE THE GROUND.
 KV5520
 KV5520                          STATION RECOVERY (1995)
 KV5520
 KV5520'RECOVERY NOTE BY TWT CONS ENG 1995 (WPD)
 KV5520'RECOVERED AS DESCRIBED.
 KV5520
 KV5520                          STATION RECOVERY (2001)
 KV5520
 KV5520'RECOVERY NOTE BY TWT CONS ENG 2001 (JTS)
 KV5520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6245 ***********************************************************************
 KV6245  DESIGNATION -  FAIRVIEW AZ MK 2
 KV6245  PID         -  KV6245
 KV6245  STATE/COUNTY-  NJ/BURLINGTON
 KV6245  USGS QUAD   -  TRENTON EAST (1981)
 KV6245
 KV6245                         *CURRENT SURVEY CONTROL
 KV6245  ___________________________________________________________________
 KV6245* NAD 83(1996)-  40 07 48.16385(N)    074 39 54.23124(W)     ADJUSTED  
 KV6245* NAVD 88     -        36.     (meters)     118.     (feet)  SCALED    
 KV6245  ___________________________________________________________________
 KV6245  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 KV6245  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KV6245
 KV6245  HORZ ORDER  -  THIRD
 KV6245
 KV6245.The horizontal coordinates were established by classical geodetic methods
 KV6245.and adjusted by the National Geodetic Survey in September 1999..
 KV6245.No horizontal observational check was made to the station.
 KV6245
 KV6245.The orthometric height was scaled from a topographic map.
 KV6245
 KV6245.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6245
 KV6245.The geoid height was determined by GEOID03.
 KV6245
 KV6245;                    North         East     Units Scale Factor Converg.
 KV6245;SPC NJ       -   143,965.743   135,932.708   MT  0.99990244   -0 06 23.0
 KV6245;SPC NJ       -   472,327.61    445,972.56   sFT  0.99990244   -0 06 23.0
 KV6245;SPC PA S     -    93,054.468   862,874.116   MT  0.99997507   +2 00 05.3
 KV6245;SPC PA S     -   305,296.20  2,830,946.16   sFT  0.99997507   +2 00 05.3
 KV6245;UTM  18      - 4,442,244.919   528,535.734   MT  0.99961002   +0 12 57.2
 KV6245
 KV6245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6245!SPC NJ       -   0.99999940  x   0.99990244  =   0.99990184
 KV6245!SPC PA S     -   0.99999940  x   0.99997507  =   0.99997447
 KV6245!UTM  18      -   0.99999940  x   0.99961002  =   0.99960942
 KV6245
 KV6245                          SUPERSEDED SURVEY CONTROL
 KV6245
 KV6245  NAD 83(1986)-  40 07 48.15887(N)    074 39 54.23211(W) AD(       ) 3
 KV6245
 KV6245.Superseded values are not recommended for survey control.
 KV6245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6245.See file dsdata.txt to determine how the superseded data were derived.
 KV6245
 KV6245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2853642245(NAD 83)
 KV6245_MARKER: DZ = AZIMUTH MARK DISK
 KV6245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6245_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6245+STABILITY: SURFACE MOTION
 KV6245
 KV6245  HISTORY     - Date     Condition        Report By
 KV6245  HISTORY     - 1985     MONUMENTED       NGS
 KV6245
 KV6245                          STATION DESCRIPTION
 KV6245
 KV6245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 KV6245'THE STATION IS LOCATED ABOUT 12.75 KM (8.0 MI)
 KV6245'SOUTH OF TRENTON,
 KV6245'4.75 KM (3.0 MI) SOUTHEAST OF BORDENTOWN AND
 KV6245'4.5 KM (2.75 MI) WEST OF CHESTERFIELD.
 KV6245'OWNERSHIP--HIGHWAY RIGHT OF WAY.
 KV6245'
 KV6245'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 130 AND
 KV6245'206 AT THE NEW JERSEY TURNPIKE IN MANSFIELD SQUARE, GO SOUTH ON THE
 KV6245'U.S. HIGHWAYS FOR 0.3 KM (0.2 MI) TO A CROSSROADS.  TURN LEFT AND
 KV6245'GO EAST ON OLD YORK ROAD FOR 4.1 KM (2.55 MI) TO THE STATION ON THE
 KV6245'LEFT.
 KV6245'
 KV6245'THE STATION IS A STANDARD NGS DISK
 KV6245'STAMPED---FAIRVIEW 1933 NO 2 1985---,
 KV6245'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6245'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6245'6.7 METERS (22.1 FT) NORTH FROM THE CENTERLINE OF OLD YORK ROAD,
 KV6245'7.5 METERS (24.5 FT) EAST FROM A POWER POLE PS 880 CF,
 KV6245'13.3 METERS (43.5 FT) NORTHWEST FROM A POWER POLE T 61096 CF AND
 KV6245'21.3 METERS (69.8 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 KV6245'HOUSE NUMBERED 71 OLD YORK ROAD.
 KV6245'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 KV6245'STAMPED---FAIRVIEW 1933 NO 2 1985---,
 KV6245'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 KV6245'
 KV6245'DESCRIBED BY R G POUST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4044 ***********************************************************************
 KV4044  DESIGNATION -  FAIRVIEW BELLMAN BLEACH CHIM
 KV4044  PID         -  KV4044
 KV4044  STATE/COUNTY-  NJ/BERGEN
 KV4044  USGS QUAD   -  WEEHAWKEN (1995)
 KV4044
 KV4044                         *CURRENT SURVEY CONTROL
 KV4044  ___________________________________________________________________
 KV4044* NAD 83(1996)-  40 49 19.14897(N)    074 00 43.37365(W)     ADJUSTED  
 KV4044* NAVD 88     -                                                        
 KV4044  ___________________________________________________________________
 KV4044  LAPLACE CORR-           7.60  (seconds)                    DEFLEC99
 KV4044  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 KV4044
 KV4044  HORZ ORDER  -  THIRD
 KV4044
 KV4044.The horizontal coordinates were established by classical geodetic methods
 KV4044.and adjusted by the National Geodetic Survey in September 1999..
 KV4044
 KV4044
 KV4044.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4044
 KV4044.The geoid height was determined by GEOID03.
 KV4044
 KV4044;                    North         East     Units Scale Factor Converg.
 KV4044;SPC NJ       -   220,895.253   191,160.125   MT  0.99992085   +0 19 08.3
 KV4044;SPC NJ       -   724,720.51    627,164.51   sFT  0.99992085   +0 19 08.3
 KV4044;SPC NY L     -    72,770.845   298,983.602   MT  0.99999502   -0 00 28.4
 KV4044;SPC NY L     -   238,749.01    980,915.37   sFT  0.99999502   -0 00 28.4
 KV4044;UTM  18      - 4,519,465.675   583,312.010   MT  0.99968543   +0 38 45.1
 KV4044
 KV4044                          SUPERSEDED SURVEY CONTROL
 KV4044
 KV4044  NAD 83(1996)-  40 49 19.14879(N)    074 00 43.37377(W) AD(       ) 4
 KV4044  NAD 83(1996)-  40 49 19.14734(N)    074 00 43.37543(W) AD(       ) 4
 KV4044  NAD 83(1992)-  40 49 19.14641(N)    074 00 43.37627(W) AD(       ) 4
 KV4044  NAD 83(1986)-  40 49 19.15070(N)    074 00 43.36978(W) AD(       ) 4
 KV4044  NAD 27      -  40 49 18.79000(N)    074 00 44.87300(W) AD(       ) 3
 KV4044
 KV4044.Superseded values are not recommended for survey control.
 KV4044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4044.See file dsdata.txt to determine how the superseded data were derived.
 KV4044
 KV4044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8331219466(NAD 83)
 KV4044_MARKER: 85 = CHIMNEY
 KV4044
 KV4044  HISTORY     - Date     Condition        Report By
 KV4044  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4044
 KV4044                          STATION DESCRIPTION
 KV4044
 KV4044'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4044'THE PROMINENT CHIMNEY, E OF THE HACKENSACK RIVER, IN FAIRVIEW ON
 KV4044'THE N SIDE OF FAIRVIEW AVENUE BETWEEN BROAD AVENUE AND THE NEW
 KV4044'YORK, SUSQUEHANNA AND WESTERN RAILROAD TRACKS, IN THE PLANT OF THE
 KV4044'BELLMAN BROOKS BLEACHERY, RISING FROM THE GROUND TO THE N OF THE
 KV4044'5-STORY, RED BRICK, FLAT-ROOFED POWER HOUSE.  IT IS A YELLOW
 KV4044'BRICK CHIMNEY.
 KV4044'
 KV4044'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 200 FEET ABOVE
 KV4044'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4040 ***********************************************************************
 KV4040  DESIGNATION -  FAIRVIEW CHIMNEY
 KV4040  PID         -  KV4040
 KV4040  STATE/COUNTY-  NJ/BERGEN
 KV4040  USGS QUAD   -  WEEHAWKEN (1995)
 KV4040
 KV4040                         *CURRENT SURVEY CONTROL
 KV4040  ___________________________________________________________________
 KV4040* NAD 83(1996)-  40 49 19.73863(N)    074 00 43.03612(W)     ADJUSTED  
 KV4040* NAVD 88     -                                                        
 KV4040  ___________________________________________________________________
 KV4040  LAPLACE CORR-           7.60  (seconds)                    DEFLEC99
 KV4040  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 KV4040
 KV4040  HORZ ORDER  -  THIRD
 KV4040
 KV4040.The horizontal coordinates were established by classical geodetic methods
 KV4040.and adjusted by the National Geodetic Survey in September 1999..
 KV4040
 KV4040
 KV4040.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4040
 KV4040.The geoid height was determined by GEOID03.
 KV4040
 KV4040;                    North         East     Units Scale Factor Converg.
 KV4040;SPC NJ       -   220,913.485   191,167.932   MT  0.99992085   +0 19 08.6
 KV4040;SPC NJ       -   724,780.33    627,190.12   sFT  0.99992085   +0 19 08.6
 KV4040;SPC NY L     -    72,789.033   298,991.514   MT  0.99999502   -0 00 28.1
 KV4040;SPC NY L     -   238,808.69    980,941.33   sFT  0.99999502   -0 00 28.1
 KV4040;UTM  18      - 4,519,483.947   583,319.711   MT  0.99968544   +0 38 45.4
 KV4040
 KV4040                          SUPERSEDED SURVEY CONTROL
 KV4040
 KV4040  NAD 83(1996)-  40 49 19.73848(N)    074 00 43.03625(W) AD(       ) 4
 KV4040  NAD 83(1996)-  40 49 19.73707(N)    074 00 43.03798(W) AD(       ) 4
 KV4040  NAD 83(1992)-  40 49 19.73619(N)    074 00 43.03896(W) AD(       ) 4
 KV4040  NAD 83(1986)-  40 49 19.74073(N)    074 00 43.03269(W) AD(       ) 4
 KV4040  NAD 27      -  40 49 19.38000(N)    074 00 44.53600(W) AD(       ) 3
 KV4040
 KV4040.Superseded values are not recommended for survey control.
 KV4040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4040.See file dsdata.txt to determine how the superseded data were derived.
 KV4040
 KV4040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8332019484(NAD 83)
 KV4040_MARKER: 85 = CHIMNEY
 KV4040
 KV4040  HISTORY     - Date     Condition        Report By
 KV4040  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4040
 KV4040                          STATION DESCRIPTION
 KV4040
 KV4040'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2138 ***********************************************************************
 KU2138  DESIGNATION -  FALSE
 KU2138  PID         -  KU2138
 KU2138  STATE/COUNTY-  NJ/MONMOUTH
 KU2138  USGS QUAD   -  SANDY HOOK (1981)
 KU2138
 KU2138                         *CURRENT SURVEY CONTROL
 KU2138  ___________________________________________________________________
 KU2138* NAD 83(1996)-  40 27 35.80461(N)    073 59 42.19072(W)     ADJUSTED  
 KU2138* NAVD 88     -         8.002  (meters)      26.25   (feet)  ADJUSTED  
 KU2138  ___________________________________________________________________
 KU2138  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 KU2138  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KU2138  DYNAMIC HT  -           7.998 (meters)      26.24  (feet)  COMP
 KU2138  MODELED GRAV-     980,201.1   (mgal)                       NAVD 88
 KU2138
 KU2138  HORZ ORDER  -  THIRD
 KU2138  VERT ORDER  -  FIRST     CLASS II
 KU2138
 KU2138.The horizontal coordinates were established by classical geodetic methods
 KU2138.and adjusted by the National Geodetic Survey in September 1999..
 KU2138
 KU2138.The orthometric height was determined by differential leveling
 KU2138.and adjusted by the National Geodetic Survey in May 2006..
 KU2138.No vertical observational check was made to the station.
 KU2138
 KU2138.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2138
 KU2138.The geoid height was determined by GEOID03.
 KU2138
 KU2138.The dynamic height is computed by dividing the NAVD 88
 KU2138.geopotential number by the normal gravity value computed on the
 KU2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU2138.degrees latitude (g = 980.6199 gals.).
 KU2138
 KU2138.The modeled gravity was interpolated from observed gravity values.
 KU2138
 KU2138;                    North         East     Units Scale Factor Converg.
 KU2138;SPC NJ       -   180,703.696   192,824.482   MT  0.99992257   +0 19 39.6
 KU2138;SPC NJ       -   592,858.71    632,624.99   sFT  0.99992257   +0 19 39.6
 KU2138;UTM  18      - 4,479,293.644   585,204.360   MT  0.99968936   +0 39 07.8
 KU2138
 KU2138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2138!SPC NJ       -   1.00000383  x   0.99992257  =   0.99992640
 KU2138!UTM  18      -   1.00000383  x   0.99968936  =   0.99969319
 KU2138
 KU2138                          SUPERSEDED SURVEY CONTROL
 KU2138
 KU2138  NAD 83(1996)-  40 27 35.80457(N)    073 59 42.19067(W) AD(       ) 3
 KU2138  NAD 83(1986)-  40 27 35.80403(N)    073 59 42.18900(W) AD(       ) 3
 KU2138  NGVD 29 (06/15/87)    8.4    (m)           28.     (f) VERT ANG       
 KU2138
 KU2138.Superseded values are not recommended for survey control.
 KU2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2138.See file dsdata.txt to determine how the superseded data were derived.
 KU2138
 KU2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8520479294(NAD 83)
 KU2138_MARKER: DD = SURVEY DISK
 KU2138_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KU2138_SP_SET: METAL PIPE AND CONCRETE SURROUND
 KU2138_STAMPING: FALSE 1986
 KU2138_MARK LOGO: NOS   
 KU2138_PROJECTION: RECESSED 2 CENTIMETERS
 KU2138_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU2138+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2004
 KU2138
 KU2138  HISTORY     - Date     Condition        Report By
 KU2138  HISTORY     - 1986     MONUMENTED       NOS
 KU2138  HISTORY     - 19970904 MARK NOT FOUND   USPSQD
 KU2138  HISTORY     - 20030523 GOOD             NJGS
 KU2138  HISTORY     - 20040914 GOOD             INDIV
 KU2138
 KU2138                          STATION DESCRIPTION
 KU2138
 KU2138'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KU2138'THE STATION IS LOCATED ON SANDY HOOK IN HIGHLANDS, NEW JERSEY.
 KU2138'
 KU2138'TO REACH THE STATION FROM THE ROUTE 36 BRIDGE OVER THE NAVESINK
 KU2138'RIVER GO NORTH INTO THE GATEWAY NATIONAL RECREATIONAL AREA,
 KU2138'SANDY HOOK UNIT AND FOLLOW THE ASPHALT ROAD NORTH FOR 3.65 MILE
 KU2138'TO A ROAD TO THE RIGHT.  TURN RIGHT AND PROCEED FOR 1.2 MILE TO
 KU2138'BATTERY GUNNISON AND THE STATION ON TOP OF THE BATTERY IN A GRASSY
 KU2138'AREA.
 KU2138'
 KU2138'THE STATION IS A STANDARD NOS ALUMINUM DISK SET ON TOP OF
 KU2138'A 42 INCH ALUMINUM ROD WHICH IS IMBEDDED IN A MASS OF CONCRETE
 KU2138'THE DISK BEING FLUSH WITH THE EXISTING GROUND.  THE DISK IS STAMPED
 KU2138'---FALSE 1986---, AND IS LOCATED 17.9 METERS (53.8 FEET) SOUTHWEST
 KU2138'FROM THE NORTH GUN BREECH AND 16.4 METERS (53.8 FEET) NORTHEAST
 KU2138'FROM THE SOUTH GUN BREECH, 11.1 METERS (36.5 FEET) WEST OF A
 KU2138'1.9 FOOT BY 1.9 FOOT CONCRETE POST WHICH IS 2.65 FEET HIGH.
 KU2138'
 KU2138'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 KU2138'
 KU2138'DESCRIBED BY T D PARKER.
 KU2138
 KU2138                          STATION RECOVERY (1997)
 KU2138
 KU2138'RECOVERY NOTE BY US POWER SQUADRON 1997
 KU2138'MARK NOT FOUND.
 KU2138
 KU2138                          STATION RECOVERY (2003)
 KU2138
 KU2138'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 KU2138'THE STATION IS LOCATED IN THE GATEWAY NATIONAL RECREATION AREA, SANDY
 KU2138'HOOK.
 KU2138' 
 KU2138'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 36 (OCEAN
 KU2138'AVENUE) AND COUNTY  ROUTE 520 (RUMSON ROAD) AT THE ROUTE 520 BRIDGE
 KU2138'SPANNING THE SHREWSBURY RIVER IN SEA  BRIGHT, GO ABOUT 2.0 MILES NORTH
 KU2138'ON ROUTE 36 TO THE JUNCTION WITH SANDY HOOK ROAD,  CONTINUE NORTH ON
 KU2138'SANDY HOOK ROAD INTO THR PARK FOR ANOTHER 3.7 MILES TO THE  JUNCTION
 KU2138'WITH ATLANTIC AVENUE, TURN RIGHT AND GO 0.2 OF A MILE EAST ON ATLANTIC
 KU2138'AVENUE  TO A LEFT TURN AND GUNNISON ROAD, TURN LEFT AND GO 0.9 OF A
 KU2138'MILE NORTH ON GUNNISON  ROAD THE STATION ON THE RIGHT, ON TOP OF THE
 KU2138'EARTHEN MOUND BETWEEN THE TWO BARBETT  GUNS AT BATTERY JOHN GUNNISON,
 KU2138'ERECTED 1904.
 KU2138' 
 KU2138'THE STATION IS 2.0 M SOUTHWEST OF A US DEPARTMENT OF THE INTERIOR
 KU2138'DISK, STAMPED SH 18  27.05, 10.7 M SOUTHEAST OF THE SOUTHEAST CORNER
 KU2138'OF THE NORTHERLY OF TWO SQUARE  CONCRETE PILLARS WITH A PYRAMIDAL TOP,
 KU2138'9.9 M NORTHEAST OF THE NORTHEAST CORNER OF THE  SOUTHERLY OF TWO
 KU2138'SQUARE CONCRETE PILLARS WITH A PYRAMIDAL TOP, 11.9 M EAST OF THE
 KU2138'CENTER BOLT IN A CONCRETE PILLAR BEHIND A U-SHAPED CONCRETE WALL.
 KU2138
 KU2138                          STATION RECOVERY (2004)
 KU2138
 KU2138'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 KU2138'THIS WAS EASY TO FIND, ATOP BATTERY GUNNISON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3370 ***********************************************************************
 JU3370  DESIGNATION -  FALSE EGG IS PT WOODEN TOWER
 JU3370  PID         -  JU3370
 JU3370  STATE/COUNTY-  NJ/CUMBERLAND
 JU3370  USGS QUAD   -  FORTESCUE (1992)
 JU3370
 JU3370                         *CURRENT SURVEY CONTROL
 JU3370  ___________________________________________________________________
 JU3370* NAD 83(1996)-  39 12 09.48570(N)    075 10 03.53781(W)     ADJUSTED  
 JU3370* NAVD 88     -                                                        
 JU3370  ___________________________________________________________________
 JU3370  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 JU3370  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 JU3370
 JU3370  HORZ ORDER  -  THIRD
 JU3370
 JU3370.The horizontal coordinates were established by classical geodetic methods
 JU3370.and adjusted by the National Geodetic Survey in September 1999..
 JU3370
 JU3370
 JU3370.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3370
 JU3370.The geoid height was determined by GEOID03.
 JU3370
 JU3370;                    North         East     Units Scale Factor Converg.
 JU3370;SPC NJ       -    41,206.585    92,334.765   MT  0.99994093   -0 25 19.2
 JU3370;SPC NJ       -   135,191.94    302,934.97   sFT  0.99994093   -0 25 19.2
 JU3370;SPC DE       -   133,530.847   221,509.713   MT  1.00000069   +0 09 26.6
 JU3370;SPC DE       -   438,092.45    726,736.45   sFT  1.00000069   +0 09 26.6
 JU3370;UTM  18      - 4,339,276.975   485,524.439   MT  0.99960258   -0 06 21.5
 JU3370
 JU3370                          SUPERSEDED SURVEY CONTROL
 JU3370
 JU3370  NAD 83(1991)-  39 12 09.47886(N)    075 10 03.53912(W) AD(       ) 4
 JU3370  NAD 83(1986)-  39 12 09.47329(N)    075 10 03.54262(W) AD(       ) 4
 JU3370  NAD 27      -  39 12 09.06000(N)    075 10 04.88000(W) AD(       ) 3
 JU3370
 JU3370.Superseded values are not recommended for survey control.
 JU3370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3370.See file dsdata.txt to determine how the superseded data were derived.
 JU3370
 JU3370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8552439277(NAD 83)
 JU3370_MARKER: 56 = SKELETON TOWER
 JU3370
 JU3370  HISTORY     - Date     Condition        Report By
 JU3370  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3370  HISTORY     - 1970     GOOD             NGS
 JU3370
 JU3370                          STATION DESCRIPTION
 JU3370
 JU3370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU3370'STATION RECOVERED IN FAIR CONDITION.  THERE IS NO PREVIOUS
 JU3370'DESCRIPTION.  STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF
 JU3370'FORTESCUE ON FALSE EGG ISLAND POINT.  IT IS 205 FEET OFFSHORE
 JU3370'FROM THE HIGH-WATER LINE IN AN AREA WHICH BARES AT
 JU3370'LOW-WATER.  STATION IS THE PEAK OF A WOODEN 4 POLED LATTICED
 JU3370'STRUCTURE WHICH IS ABOUT 25 FEET HIGH.
 JU3370'
 JU3370'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3370'2.5 MILES SOUTH OF FORTSCUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4011 ***********************************************************************
 KV4011  DESIGNATION -  FARM
 KV4011  PID         -  KV4011
 KV4011  STATE/COUNTY-  NJ/HUDSON
 KV4011  USGS QUAD   -  WEEHAWKEN (1995)
 KV4011
 KV4011                         *CURRENT SURVEY CONTROL
 KV4011  ___________________________________________________________________
 KV4011* NAD 83(1996)-  40 46 48.39597(N)    074 03 41.08551(W)     ADJUSTED  
 KV4011* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 KV4011  ___________________________________________________________________
 KV4011  LAPLACE CORR-           6.78  (seconds)                    DEFLEC99
 KV4011  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KV4011
 KV4011  HORZ ORDER  -  SECOND
 KV4011
 KV4011.The horizontal coordinates were established by classical geodetic methods
 KV4011.and adjusted by the National Geodetic Survey in September 1999..
 KV4011
 KV4011.The orthometric height was scaled from a topographic map.
 KV4011
 KV4011.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4011
 KV4011.The geoid height was determined by GEOID03.
 KV4011
 KV4011;                    North         East     Units Scale Factor Converg.
 KV4011;SPC NJ       -   216,223.374   187,019.342   MT  0.99991686   +0 17 11.3
 KV4011;SPC NJ       -   709,392.85    613,579.29   sFT  0.99991686   +0 17 11.3
 KV4011;SPC NY L     -    68,122.300   294,815.925   MT  0.99999564   -0 02 24.6
 KV4011;SPC NY L     -   223,497.91    967,241.91   sFT  0.99999564   -0 02 24.6
 KV4011;UTM  18      - 4,514,771.373   579,198.914   MT  0.99967720   +0 36 47.1
 KV4011
 KV4011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4011!SPC NJ       -   1.00000130  x   0.99991686  =   0.99991816
 KV4011!SPC NY L     -   1.00000130  x   0.99999564  =   0.99999694
 KV4011!UTM  18      -   1.00000130  x   0.99967720  =   0.99967850
 KV4011
 KV4011:                Primary Azimuth Mark                     Grid Az
 KV4011:SPC NJ       -  CARLSTADT WFAB W RADIO TOWER             005 05 42.7
 KV4011:SPC NY L     -  CARLSTADT WFAB W RADIO TOWER             005 25 18.6
 KV4011:UTM  18      -  CARLSTADT WFAB W RADIO TOWER             004 46 06.9
 KV4011
 KV4011|---------------------------------------------------------------------|
 KV4011| PID    Reference Object                     Distance      Geod. Az  |
 KV4011|                                                           dddmmss.s |
 KV4011| KV4035 CARLSTADT WFAB W RADIO TOWER        APPROX. 5.1 KM 0052254.0 |
 KV4011| KV4024 CARLSTADT WFAB E RADIO TOWER        APPROX. 5.1 KM 0061559.1 |
 KV4011| KV4071 SCHOOL 3                            APPROX. 2.1 KM 0091703.5 |
 KV4011| KV4102 SECAUCUS HUDSON MENT HOSP CHIM      373.819 METERS 01003     |
 KV4011| CB5904 FARM RM 1                             5.775 METERS 11901     |
 KV4011| KV4285 KEARNY KOPPERS PLANT SLEN CHIM      APPROX. 4.2 KM 2000243.0 |
 KV4011| KV4282 KEARNY KOPPERS PLANT E CHIM         APPROX. 4.1 KM 2004237.9 |
 KV4011| KV4283 KEARNY KOPPERS PLANT W CHIM         APPROX. 4.1 KM 2005151.4 |
 KV4011| KV4279 KEARNY KOPPERS PLANT NW CHIM        APPROX. 4.2 KM 2025403.1 |
 KV4011| CB5905 FARM RM 2                            23.195 METERS 20835     |
 KV4011| KV4101 SECAUCUS ERIE RR TERMINAL CHIM      APPROX. 1.7 KM 2170104.3 |
 KV4011| KV4094 SECAUCUS HOSP CONTAG DISE CHIM      APPROX. 3.0 KM 2192809.3 |
 KV4011| KV4111 SECAUCUS TB HOSP PWRHSE SW CHY      APPROX. 3.2 KM 2212515.6 |
 KV4011| KV4109 SECAUCUS TB HOSP PWRHSE NE CHY      APPROX. 3.1 KM 2213125.9 |
 KV4011| KV4098 SECAUCUS HUDSON GEN HOSP CHIM       APPROX. 2.9 KM 2260602.9 |
 KV4011| KV4093 SECAUCUS HUDSON PENITENT CHIM       APPROX. 3.0 KM 2270348.2 |
 KV4011| KV4014 HACKENSACK R LACKAWANNA RR STK      APPROX. 2.4 KM 2652609.6 |
 KV4011| KV4201 N ARLINGTON SEABOARD MET CHIM       APPROX. 5.6 KM 2675403.6 |
 KV4011| KV4091 SECAUCUS ERIE RR EAST STACK         APPROX. 1.7 KM 2882202.0 |
 KV4011| KV4064 KINGSLAND LACKAWANNA RR CHIM        APPROX. 5.1 KM 2972249.3 |
 KV4011| KV4085 HACKENSACK R ERIE RR TOWER H X      APPROX. 2.0 KM 2992453.0 |
 KV4011| KV4086 HACKENSACK R ERIE RR W STACK        APPROX. 2.1 KM 3011852.9 |
 KV4011| CB5906 FARM RM 3                            13.270 METERS 32825     |
 KV4011| KV4079 SECAUCUS PUB SERV PWRHSE CHIM       APPROX. 1.8 KM 3552200.8 |
 KV4011| KV4092 CARLSTADT WRH N RADIO TOWER         APPROX. 3.5 KM 3574538.7 |
 KV4011| KV4057 CARLSTADT WRH S RADIO TOWER         APPROX. 3.3 KM 3595233.4 |
 KV4011|---------------------------------------------------------------------|
 KV4011
 KV4011                          SUPERSEDED SURVEY CONTROL
 KV4011
 KV4011  NAD 83(1996)-  40 46 48.39588(N)    074 03 41.08560(W) AD(       ) 2
 KV4011  NAD 83(1996)-  40 46 48.39488(N)    074 03 41.08701(W) AD(       ) 2
 KV4011  NAD 83(1992)-  40 46 48.39387(N)    074 03 41.08802(W) AD(       ) 2
 KV4011  NAD 83(1986)-  40 46 48.39694(N)    074 03 41.08606(W) AD(       ) 2
 KV4011  NAD 27      -  40 46 48.03500(N)    074 03 42.57700(W) AD(       ) 2
 KV4011
 KV4011.Superseded values are not recommended for survey control.
 KV4011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4011.See file dsdata.txt to determine how the superseded data were derived.
 KV4011
 KV4011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7919914771(NAD 83)
 KV4011_MARKER: DS = TRIANGULATION STATION DISK
 KV4011_SETTING: 0 = UNSPECIFIED SETTING
 KV4011
 KV4011  HISTORY     - Date     Condition        Report By
 KV4011  HISTORY     - 1932     MONUMENTED       CGS
 KV4011
 KV4011                          STATION DESCRIPTION
 KV4011
 KV4011'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4011'THIS STATION IS E OF THE HACKENSACK RIVER, IN SECAUCUS
 KV4011'APPROXIMATELY 300 METERS W OF COUNTY ROAD ON THE PROPERTY OF THE
 KV4011'HUDSON COUNTY HOSPITAL FOR MENTAL DISEASES.  IT IS LOCATED NEAR
 KV4011'THE NW CORNER OF A BARN SITUATED ON A HILL APPROXIMATELY 250
 KV4011'METERS TO THE S OF THE MAIN GROUP OF BUILDINGS.
 KV4011'
 KV4011'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK STAMPED
 KV4011'FARM-1932 SET 2 INCHES BELOW GROUND LEVEL IN THE 12-INCH TOP
 KV4011'OF A TRUNCATED-CONICAL, CONCRETE MONUMENT.  THREE STANDARD
 KV4011'C. AND G.S. BRONZE REFERENCE DISKS WERE PLACED.  REFERENCE MARK
 KV4011'NO.1 TO THE EASTWARD, CEMENTED IN A DRILL HOLE IN THE CONCRETE
 KV4011'APRON AT THE N ENTRANCE TO THE BARN.  REFERENCE MARK NO.2 TO
 KV4011'THE SOUTHWARD AND REFERENCE MARK NO.3 TO THE NORTHWESTWARD,
 KV4011'SET IN THE 12-INCH TOP OF TRUNCATED-CONICAL, CONCRETE
 KV4011'MONUMENTS PROJECTING 4 INCHES ABOVE GROUND.  ADDITIONAL
 KV4011'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4011'
 KV4011'TO NW CORNER OF CONCRETE APRON--5.655 METERS
 KV4011'
 KV4011'TO NE CORNER OF BARN--11.815 METERS
 KV4011'
 KV4011'TO SW CORNER OF BARN--21.11 METERS
 KV4011'
 KV4011'TO NW CORNER OF BARN--2.225 METERS
 KV4011'
 KV4011'THERE IS AMPLE ROOM AND EXCELLENT FOOTING FOR CENTRAL TRIPOD
 KV4011'SET-UPS.
 KV4011'
 KV4011'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4687 ***********************************************************************
 KV4687  DESIGNATION -  FARMER 1913
 KV4687  PID         -  KV4687
 KV4687  STATE/COUNTY-  NJ/HUDSON
 KV4687  USGS QUAD   -  ELIZABETH (1995)
 KV4687
 KV4687                         *CURRENT SURVEY CONTROL
 KV4687  ___________________________________________________________________
 KV4687* NAD 83(1996)-  40 44 30.72962(N)    074 09 44.67859(W)     ADJUSTED  
 KV4687* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4687  ___________________________________________________________________
 KV4687  LAPLACE CORR-           5.71  (seconds)                    DEFLEC99
 KV4687  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KV4687
 KV4687  HORZ ORDER  -  THIRD
 KV4687
 KV4687.The horizontal coordinates were established by classical geodetic methods
 KV4687.and adjusted by the National Geodetic Survey in September 1999..
 KV4687
 KV4687.The orthometric height was scaled from a topographic map.
 KV4687
 KV4687.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4687
 KV4687.The geoid height was determined by GEOID03.
 KV4687
 KV4687;                    North         East     Units Scale Factor Converg.
 KV4687;SPC NJ       -   211,939.475   178,510.831   MT  0.99991000   +0 13 13.2
 KV4687;SPC NJ       -   695,338.09    585,664.28   sFT  0.99991000   +0 13 13.2
 KV4687;SPC NY L     -    63,886.619   286,282.427   MT  0.99999668   -0 06 22.4
 KV4687;SPC NY L     -   209,601.35    939,244.93   sFT  0.99999668   -0 06 22.4
 KV4687;UTM  18      - 4,510,440.119   570,717.022   MT  0.99966155   +0 32 48.0
 KV4687
 KV4687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4687!SPC NJ       -   1.00000464  x   0.99991000  =   0.99991464
 KV4687!SPC NY L     -   1.00000464  x   0.99999668  =   1.00000132
 KV4687!UTM  18      -   1.00000464  x   0.99966155  =   0.99966619
 KV4687
 KV4687:                Primary Azimuth Mark                     Grid Az
 KV4687:SPC NJ       -  PENN                                     155 31 42.9
 KV4687:SPC NY L     -  PENN                                     155 51 18.5
 KV4687:UTM  18      -  PENN                                     155 12 08.1
 KV4687
 KV4687|---------------------------------------------------------------------|
 KV4687| PID    Reference Object                     Distance      Geod. Az  |
 KV4687|                                                           dddmmss.s |
 KV4687| KV4675 PENN                                APPROX. 0.6 KM 1554456.1 |
 KV4687| KV4684 VAN                                 APPROX. 0.8 KM 1740349.9 |
 KV4687| KV4729 ITALIAN CHURCH SPIRE                APPROX. 1.3 KM 1862622.8 |
 KV4687| KV4688 ST PATRICKS CHURCH SPIRE            APPROX. 0.8 KM 2710217.6 |
 KV4687| KV4689 BREWERY 1913                        313.768 METERS 28041     |
 KV4687| KV4695 REFORMED CHURCH SPIRE               APPROX. 0.6 KM 2925231.5 |
 KV4687| KV4709 HOUSE OF PRAYER SPIRE               APPROX. 1.0 KM 3140849.5 |
 KV4687|---------------------------------------------------------------------|
 KV4687
 KV4687                          SUPERSEDED SURVEY CONTROL
 KV4687
 KV4687  NAD 83(1996)-  40 44 30.72948(N)    074 09 44.67881(W) AD(       ) 3
 KV4687  NAD 83(1986)-  40 44 30.72719(N)    074 09 44.68203(W) AD(       ) 3
 KV4687  NAD 27      -  40 44 30.36000(N)    074 09 46.15900(W) AD(       ) 3
 KV4687
 KV4687.Superseded values are not recommended for survey control.
 KV4687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4687.See file dsdata.txt to determine how the superseded data were derived.
 KV4687
 KV4687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7071710440(NAD 83)
 KV4687_MARKER: DS = TRIANGULATION STATION DISK
 KV4687_SETTING: 0 = UNSPECIFIED SETTING
 KV4687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4687
 KV4687  HISTORY     - Date     Condition        Report By
 KV4687  HISTORY     - 1913     MONUMENTED       CGS
 KV4687  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4687
 KV4687                          STATION DESCRIPTION
 KV4687
 KV4687'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4687'STATION IS ON THE E SIDE OF PASSAIC RIVER, IN THE TOWN OF
 KV4687'HARRISON, ON THE ROOF OF THE RAISED PORTION OF THE HEADLEY
 KV4687'FARMER COMPANYS BUILDING.  THE BUILDING IS THE FIRST ONE N OF THE
 KV4687'HUDSON AND MANHATTAN ELECTRIC RAILROAD.  THE STATION IS 7.66
 KV4687'FEET FROM THE N SIDE OF THE ROOF, 6.65 FEET FROM ITS S SIDE,
 KV4687'AND 34.89 FEET FROM ITS SE CORNER.  IT IS MARKED BY A
 KV4687'C. AND G.S. STANDARD BRASS DISK CEMENTED TO THE ROOF.
 KV4687
 KV4687                          STATION RECOVERY (1933)
 KV4687
 KV4687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4687'STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4683 ***********************************************************************
 KV4683  DESIGNATION -  FARMERS FEED COMPANY CHIMNEY
 KV4683  PID         -  KV4683
 KV4683  STATE/COUNTY-  NJ/ESSEX
 KV4683  USGS QUAD   -  ELIZABETH (1995)
 KV4683
 KV4683                         *CURRENT SURVEY CONTROL
 KV4683  ___________________________________________________________________
 KV4683* NAD 83(1996)-  40 44 05.74547(N)    074 08 21.01002(W)     ADJUSTED  
 KV4683* NAVD 88     -                                                        
 KV4683  ___________________________________________________________________
 KV4683  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 KV4683  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KV4683
 KV4683  HORZ ORDER  -  THIRD
 KV4683
 KV4683.The horizontal coordinates were established by classical geodetic methods
 KV4683.and adjusted by the National Geodetic Survey in September 1999..
 KV4683
 KV4683
 KV4683.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4683
 KV4683.The geoid height was determined by GEOID03.
 KV4683
 KV4683;                    North         East     Units Scale Factor Converg.
 KV4683;SPC NJ       -   211,176.674   180,476.825   MT  0.99991143   +0 14 07.7
 KV4683;SPC NJ       -   692,835.47    592,114.38   sFT  0.99991143   +0 14 07.7
 KV4683;SPC NY L     -    63,112.559   288,244.211   MT  0.99999691   -0 05 27.7
 KV4683;SPC NY L     -   207,061.79    945,681.22   sFT  0.99999691   -0 05 27.7
 KV4683;UTM  18      - 4,509,688.713   572,686.841   MT  0.99966503   +0 33 42.4
 KV4683
 KV4683                          SUPERSEDED SURVEY CONTROL
 KV4683
 KV4683  NAD 83(1996)-  40 44 05.74536(N)    074 08 21.01026(W) AD(       ) 4
 KV4683  NAD 83(1986)-  40 44 05.74410(N)    074 08 21.01430(W) AD(       ) 4
 KV4683  NAD 27      -  40 44 05.38000(N)    074 08 22.50000(W) AD(       ) 3
 KV4683
 KV4683.Superseded values are not recommended for survey control.
 KV4683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4683.See file dsdata.txt to determine how the superseded data were derived.
 KV4683
 KV4683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7268709689(NAD 83)
 KV4683_MARKER: 85 = CHIMNEY
 KV4683
 KV4683  HISTORY     - Date     Condition        Report By
 KV4683  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4683
 KV4683                          STATION DESCRIPTION
 KV4683
 KV4683'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0914 ***********************************************************************
 KV0914  DESIGNATION -  FARMINGDALE 1
 KV0914  PID         -  KV0914
 KV0914  STATE/COUNTY-  NJ/MONMOUTH
 KV0914  USGS QUAD   -  FARMINGDALE (1989)
 KV0914
 KV0914                         *CURRENT SURVEY CONTROL
 KV0914  ___________________________________________________________________
 KV0914* NAD 83(1986)-  40 11 57.     (N)    074 10 42.     (W)     SCALED    
 KV0914* NAVD 88     -        22.295  (meters)      73.15   (feet)  ADJUSTED  
 KV0914  ___________________________________________________________________
 KV0914  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KV0914  DYNAMIC HT  -          22.286 (meters)      73.12  (feet)  COMP
 KV0914  MODELED GRAV-     980,195.5   (mgal)                       NAVD 88
 KV0914
 KV0914  VERT ORDER  -  SECOND    CLASS 0
 KV0914
 KV0914.The horizontal coordinates were scaled from a topographic map and have
 KV0914.an estimated accuracy of +/- 6 seconds.
 KV0914
 KV0914.The orthometric height was determined by differential leveling
 KV0914.and adjusted by the National Geodetic Survey in June 1991..
 KV0914
 KV0914.The geoid height was determined by GEOID03.
 KV0914
 KV0914.The dynamic height is computed by dividing the NAVD 88
 KV0914.geopotential number by the normal gravity value computed on the
 KV0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0914.degrees latitude (g = 980.6199 gals.).
 KV0914
 KV0914.The modeled gravity was interpolated from observed gravity values.
 KV0914
 KV0914;                    North         East    Units  Estimated Accuracy
 KV0914;SPC NJ       -   151,680.      177,390.      MT  (+/- 180 meters Scaled)
 KV0914
 KV0914                          SUPERSEDED SURVEY CONTROL
 KV0914
 KV0914  NGVD 29 (??/??/??)   22.694  (m)           74.46   (f) ADJUSTED    2 0
 KV0914
 KV0914.Superseded values are not recommended for survey control.
 KV0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0914.See file dsdata.txt to determine how the superseded data were derived.
 KV0914
 KV0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK699501(NAD 83)
 KV0914_MARKER: Q = CHISELED SQUARE
 KV0914_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0914_SP_SET: SIGNAL POST BASE
 KV0914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0914
 KV0914  HISTORY     - Date     Condition        Report By
 KV0914  HISTORY     - UNK      MONUMENTED       CGS
 KV0914  HISTORY     - 1935     GOOD             CGS
 KV0914
 KV0914                          STATION DESCRIPTION
 KV0914
 KV0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0914'0.8 MI NW FROM FARMINGDALE.
 KV0914'0.8 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV0914'STATION AT FARMINGDALE, MONMOUTH COUNTY, 6 RAILS EAST OF A
 KV0914'MILEPOST AND A HIGHWAY CROSSING, AT A SIGNAL POST, AND ON THE
 KV0914'TOP OF THE CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0916 ***********************************************************************
 KV0916  DESIGNATION -  FARMINGDALE 2
 KV0916  PID         -  KV0916
 KV0916  STATE/COUNTY-  NJ/MONMOUTH
 KV0916  USGS QUAD   -  FARMINGDALE (1989)
 KV0916
 KV0916                         *CURRENT SURVEY CONTROL
 KV0916  ___________________________________________________________________
 KV0916* NAD 83(1986)-  40 10 43.     (N)    074 09 10.     (W)     SCALED    
 KV0916* NAVD 88     -        13.089  (meters)      42.94   (feet)  ADJUSTED  
 KV0916  ___________________________________________________________________
 KV0916  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KV0916  DYNAMIC HT  -          13.084 (meters)      42.93  (feet)  COMP
 KV0916  MODELED GRAV-     980,185.6   (mgal)                       NAVD 88
 KV0916
 KV0916  VERT ORDER  -  FIRST     CLASS II
 KV0916
 KV0916.The horizontal coordinates were scaled from a topographic map and have
 KV0916.an estimated accuracy of +/- 6 seconds.
 KV0916
 KV0916.The orthometric height was determined by differential leveling
 KV0916.and adjusted by the National Geodetic Survey in June 1991..
 KV0916
 KV0916.The geoid height was determined by GEOID03.
 KV0916
 KV0916.The dynamic height is computed by dividing the NAVD 88
 KV0916.geopotential number by the normal gravity value computed on the
 KV0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0916.degrees latitude (g = 980.6199 gals.).
 KV0916
 KV0916.The modeled gravity was interpolated from observed gravity values.
 KV0916
 KV0916;                    North         East    Units  Estimated Accuracy
 KV0916;SPC NJ       -   149,400.      179,570.      MT  (+/- 180 meters Scaled)
 KV0916
 KV0916                          SUPERSEDED SURVEY CONTROL
 KV0916
 KV0916  NGVD 29 (01/10/92)   13.416  (m)           44.02   (f) ADJUSTED    1 2
 KV0916
 KV0916.Superseded values are not recommended for survey control.
 KV0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0916.See file dsdata.txt to determine how the superseded data were derived.
 KV0916
 KV0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK721479(NAD 83)
 KV0916_MARKER: B = BOLT
 KV0916_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0916_SP_SET: BRIDGE ABUTMENT
 KV0916_MARK LOGO: NONE  
 KV0916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0916+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1989
 KV0916
 KV0916  HISTORY     - Date     Condition        Report By
 KV0916  HISTORY     - UNK      MONUMENTED       PRR
 KV0916  HISTORY     - 1935     GOOD             CGS
 KV0916  HISTORY     - 19890620 GOOD             NJGS
 KV0916
 KV0916                          STATION DESCRIPTION
 KV0916
 KV0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0916'1.2 MI SE FROM FARMINGDALE.
 KV0916'1.2 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV0916'STATION AT FARMINGDALE, MONMOUTH COUNTY, AT THE EAST ABUTMENT OF
 KV0916'BRIDGE 25.86 OVER MINGOMAHONE BROOK, AND IN THE TOP OF THE SOUTH
 KV0916'END OF THE BRIDGE SEAT.
 KV0916
 KV0916                          STATION RECOVERY (1989)
 KV0916
 KV0916'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV0916'THE STATION IS LOCATED IN HOWELL TOWNSHIP, 250 M (820.2 FT) SOUTHEAST
 KV0916'FROM HURLEY POND ROAD ALONG AN ABANDONED RAIL LINE, NOW A NATURE
 KV0916'TRAIL AND BRIDLE PATH OF ALLAIR STATE PARK.  TO REACH THE STATION
 KV0916'FROM THE JUNCTION OF FARMINGDALE LAKEWOOD ROAD, COUNTY ROUTE 547, AND
 KV0916'INTERSTATE ROUTE I195, EXIT 31, IN THE LOCALE OF SQUANKUM WHICH IS
 KV0916'ABOUT 3.2 KM (2.0 MI) SOUTH OF FARMINGDALE, GO NORTH ON ROUTE 547,
 KV0916'2.0 KM (1.2 MI) TO HURLEY POND ROAD, WHICH IS ABOUT 1.6 KM (1.0 MI)
 KV0916'SOUTH FROM THE POST OFFICE IN FARMINGDALE, GO EAST ON HURLEY POND
 KV0916'ROAD FOR 0.4 KM (0.2 MI) TO THE ABANDONED RAIL LINE AND NATURE TRAIL,
 KV0916'JUST EAST OF BRIDGE NUMBER ML 43 OVER THE MINGAMAHONE CREEK, TURN
 KV0916'RIGHT AND GO 250 M (820.2 FT) SOUTHEAST ON THE BRIDLE PATH TO THE
 KV0916'BRIDGE OVER A TRIBUTARY TO THE MINGAMAHONE, AND THE STATION ON THE
 KV0916'RIGHT, SET IN THE SOUTHWEST END OF THE SOUTHEAST BRIDGE ABUTMENT, 3.9
 KV0916'M (12.8 FT) SOUTHWEST OF THE CENTERLINE OF THE BRIDGE, 0.45 M (1.48
 KV0916'FT) SOUTHEAST FROM THE NORTHWEST FACE OF THE SOUTHEAST BRIDGE
 KV0916'ABUTMENT, 0.7 M (2.3 FT) BELOW THE GRADE OF THE PATH AND FLUSH WITH
 KV0916'THE TOP OF THE STONE ABUTMENT.  NOTE NO MOTOR VEHICLES ARE ALLOWED ON
 KV0916'THE BRIDLE PATH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4017 ***********************************************************************
 KV4017  DESIGNATION -  FAT
 KV4017  PID         -  KV4017
 KV4017  STATE/COUNTY-  NJ/BERGEN
 KV4017  USGS QUAD   -  WEEHAWKEN (1995)
 KV4017
 KV4017                         *CURRENT SURVEY CONTROL
 KV4017  ___________________________________________________________________
 KV4017* NAD 83(1996)-  40 49 06.91345(N)    074 01 40.56214(W)     ADJUSTED  
 KV4017* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4017  ___________________________________________________________________
 KV4017  LAPLACE CORR-           7.56  (seconds)                    DEFLEC99
 KV4017  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV4017
 KV4017  HORZ ORDER  -  THIRD
 KV4017
 KV4017.The horizontal coordinates were established by classical geodetic methods
 KV4017.and adjusted by the National Geodetic Survey in September 1999..
 KV4017
 KV4017.The orthometric height was scaled from a topographic map.
 KV4017
 KV4017.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4017
 KV4017.The geoid height was determined by GEOID03.
 KV4017
 KV4017;                    North         East     Units Scale Factor Converg.
 KV4017;SPC NJ       -   220,510.517   189,822.149   MT  0.99991951   +0 18 30.9
 KV4017;SPC NJ       -   723,458.25    622,774.83   sFT  0.99991951   +0 18 30.9
 KV4017;SPC NY L     -    72,393.719   297,643.353   MT  0.99999505   -0 01 05.8
 KV4017;SPC NY L     -   237,511.73    976,518.23   sFT  0.99999505   -0 01 05.8
 KV4017;UTM  18      - 4,519,073.405   581,976.566   MT  0.99968271   +0 38 07.6
 KV4017
 KV4017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4017!SPC NJ       -   1.00000488  x   0.99991951  =   0.99992439
 KV4017!SPC NY L     -   1.00000488  x   0.99999505  =   0.99999993
 KV4017!UTM  18      -   1.00000488  x   0.99968271  =   0.99968759
 KV4017
 KV4017|---------------------------------------------------------------------|
 KV4017| PID    Reference Object                     Distance      Geod. Az  |
 KV4017|                                                           dddmmss.s |
 KV4017| CB5910 FAT RM 1                                           02454     |
 KV4017| KV4056 SHORT                               428.909 METERS 2692400.4 |
 KV4017| CB5911 FAT RM 2                                           30840     |
 KV4017| KV4029 BOARD                               APPROX. 1.1 KM 3410935.3 |
 KV4017|---------------------------------------------------------------------|
 KV4017
 KV4017                          SUPERSEDED SURVEY CONTROL
 KV4017
 KV4017  NAD 83(1996)-  40 49 06.91331(N)    074 01 40.56226(W) AD(       ) 3
 KV4017  NAD 83(1996)-  40 49 06.91197(N)    074 01 40.56391(W) AD(       ) 3
 KV4017  NAD 83(1992)-  40 49 06.91111(N)    074 01 40.56473(W) AD(       ) 3
 KV4017  NAD 83(1986)-  40 49 06.91561(N)    074 01 40.55964(W) AD(       ) 3
 KV4017  NAD 27      -  40 49 06.55400(N)    074 01 42.05700(W) AD(       ) 3
 KV4017
 KV4017.Superseded values are not recommended for survey control.
 KV4017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4017.See file dsdata.txt to determine how the superseded data were derived.
 KV4017
 KV4017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8197719073(NAD 83)
 KV4017_MARKER: DS = TRIANGULATION STATION DISK
 KV4017_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4017_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4017
 KV4017  HISTORY     - Date     Condition        Report By
 KV4017  HISTORY     - 1914     MONUMENTED       CGS
 KV4017  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV4017
 KV4017                          STATION DESCRIPTION
 KV4017
 KV4017'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV4017'STATION IS ON THE E SIDE OF HACKENSACK RIVER, ABOUT 70 METERS
 KV4017'(230 FEET) FROM SHORE, AND 20 METERS (66 FEET) E OF FISH CREEK
 KV4017'AND 1/8 MILE ABOVE ITS MOUTH, 2/5 MILE ABOVE THE MOUTH OF
 KV4017'BELLMAN CREEK, AND 9/16 MILE TO NORTHWARD OF THE CHIMNEY OF
 KV4017'BABBITTS SOAP FACTORY.  THE STATION IS MARKED BY A STANDARD BRASS
 KV4017'DISK CEMENTED IN THE TOP OF A 4-INCH TILE PIPE WHICH PROJECTS
 KV4017'ABOUT 3 INCHES ABOVE THE GROUND.  THE SUBSURFACE MARK IS A
 KV4017'BURIED BOTTLE.  TWO REFERENCE MARKS, EACH A COPPER NAIL IN
 KV4017'CEMENT CONTAINED IN A 3-INCH TILE PIPE PROJECTING ABOUT 2 INCHES
 KV4017'ABOVE THE GROUND, ARE PLACED RESPECTIVELY, 12.520 METERS (41.08
 KV4017'FEET) N 35 DEG W AND 19.346 METERS (63.48 FEET) S 60 DEG E
 KV4017'FROM THE STATION.
 KV4017
 KV4017                          STATION RECOVERY (1932)
 KV4017
 KV4017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4017'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5420 ***********************************************************************
 KV5420  DESIGNATION -  FELAUER
 KV5420  PID         -  KV5420
 KV5420  STATE/COUNTY-  NJ/SOMERSET
 KV5420  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5420
 KV5420                         *CURRENT SURVEY CONTROL
 KV5420  ___________________________________________________________________
 KV5420* NAD 83(1996)-  40 29 12.55105(N)    074 29 29.34030(W)     ADJUSTED  
 KV5420* NAVD 88     -        39.42   (+/-2cm)     129.3    (feet)  VERTCON   
 KV5420  ___________________________________________________________________
 KV5420  X           -   1,298,883.799 (meters)                     COMP
 KV5420  Y           -  -4,680,921.688 (meters)                     COMP
 KV5420  Z           -   4,119,250.999 (meters)                     COMP
 KV5420  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 KV5420  ELLIP HEIGHT-           6.38  (meters)          (10/23/02) GPS OBS
 KV5420  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV5420
 KV5420  HORZ ORDER  -  FIRST
 KV5420  VERT ORDER  -  THIRD ? (See Below)
 KV5420  ELLP ORDER  -  FOURTH    CLASS I
 KV5420
 KV5420.The horizontal coordinates were established by classical geodetic methods
 KV5420.and adjusted by the National Geodetic Survey in May 1999..
 KV5420
 KV5420.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5420.The vertical order pertains to the NGVD 29 superseded value.
 KV5420
 KV5420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5420
 KV5420.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5420
 KV5420.The ellipsoidal height was determined by GPS observations
 KV5420.and is referenced to NAD 83.
 KV5420
 KV5420.The geoid height was determined by GEOID03.
 KV5420
 KV5420;                    North         East     Units Scale Factor Converg.
 KV5420;SPC NJ       -   183,565.167   150,722.001   MT  0.99990001   +0 00 19.9
 KV5420;SPC NJ       -   602,246.72    494,493.76   sFT  0.99990001   +0 00 19.9
 KV5420;UTM  18      - 4,481,915.901   543,097.093   MT  0.99962286   +0 19 48.6
 KV5420
 KV5420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5420!SPC NJ       -   0.99999900  x   0.99990001  =   0.99989901
 KV5420!UTM  18      -   0.99999900  x   0.99962286  =   0.99962186
 KV5420
 KV5420:                Primary Azimuth Mark                     Grid Az
 KV5420:SPC NJ       -  AIRWAY BEACON 74                         060 39 28.7
 KV5420:UTM  18      -  AIRWAY BEACON 74                         060 20 00.0
 KV5420
 KV5420|---------------------------------------------------------------------|
 KV5420| PID    Reference Object                     Distance      Geod. Az  |
 KV5420|                                                           dddmmss.s |
 KV5420| KV4821 AIRWAY BEACON 74                    APPROX.13.7 KM 0603948.6 |
 KV5420| KV4883 NEW BRUNSWICK SEC REFO CH VANE      APPROX. 3.8 KM 0651045.8 |
 KV5420| CB5915 FELAUER RM 1                         27.021 METERS 08440     |
 KV5420| KV5418 NEW BRUNSWICK CADGENE DYE TANK      APPROX. 2.0 KM 0975357.7 |
 KV5420| CB5916 FELAUER RM 2                         58.010 METERS 18756     |
 KV5420| KV5804 AIRWAY BEACON 70                    APPROX.11.9 KM 3300249.2 |
 KV5420|---------------------------------------------------------------------|
 KV5420
 KV5420                          SUPERSEDED SURVEY CONTROL
 KV5420
 KV5420  NAD 83(1996)-  40 29 12.55184(N)    074 29 29.34125(W) AD(       ) 1
 KV5420  NAD 83(1986)-  40 29 12.55275(N)    074 29 29.34169(W) AD(       ) 1
 KV5420  NAD 27      -  40 29 12.17800(N)    074 29 30.78900(W) AD(       ) 1
 KV5420  NGVD 29 (09/27/88)   39.72   (m)          130.3    (f) LEVELING    3  
 KV5420
 KV5420.Superseded values are not recommended for survey control.
 KV5420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5420.See file dsdata.txt to determine how the superseded data were derived.
 KV5420
 KV5420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4309781916(NAD 83)
 KV5420_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV5420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV5420_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5420+STABILITY: SURFACE MOTION
 KV5420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5420+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 KV5420
 KV5420  HISTORY     - Date     Condition        Report By
 KV5420  HISTORY     - 1933     MONUMENTED       CGS
 KV5420  HISTORY     - 1977     GOOD             NGS
 KV5420  HISTORY     - 1985     GOOD             GEOHYD
 KV5420  HISTORY     - 20010426 GOOD             TWT
 KV5420
 KV5420                          STATION DESCRIPTION
 KV5420
 KV5420'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 KV5420'THE STATION IS ON THE PROPERTY OF I. PROBST GROCERY STORE
 KV5420'(FORMERLY FELAUER) ON THE N SIDE OF HAMILTON ROAD ABOUT 2-3/4
 KV5420'MILES W OF THE CENTER OF NEW BRUNSWICK.
 KV5420'
 KV5420'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5420'DISKS SET IN CONCRETE.
 KV5420'
 KV5420'REFERENCE MARK NO.1 IS E OF THE STATION, AT THE SE CORNER OF
 KV5420'THE GARDEN FENCE, AND 21 FEET W OF OLD GRADED ROAD.  IT PROJECTS
 KV5420'10 INCHES.  REFERENCE MARK NO.2 IS S OF THE STATION, 34 FEET N
 KV5420'OF CENTER LINE OF HIGHWAY, 54 FEET E OF CORNER OF HOUSE
 KV5420'(STORE).  IT PROJECTS 8 INCHES.
 KV5420'
 KV5420'AZIMUTH MARKS ARE--A LARGE BLACK TANK ABOUT 1-1/2 MILES SE,
 KV5420'AND THE TALLER OF TWO CHURCH SPIRES ABOUT 2 MILES E (WHITE WITH
 KV5420'BLACK TOP).
 KV5420'
 KV5420'TO REACH STATION FROM NEW BRUNSWICK.  GO W ON ALBANY STREET
 KV5420'FROM THE POST OFFICE 0.1 MILE AND TURN HALF-RIGHT ONTO EASTON
 KV5420'AVENUE, AND GO UNDER RAILROAD UNDERPASS AND PROCEED 0.25 MILE
 KV5420'AND HALF-LEFT (W) ON HAMILTON AVENUE.  FOLLOW THIS AVENUE 2.35
 KV5420'MILES TO THE STORE-DWELLING ON THE N SIDE OF THE ROAD.  IT IS A
 KV5420'2-STORY STUCCO STRUCTURE.  THE STATION IS 159 FEET NE OF THE
 KV5420'CORNER OF THE STORE, 224 FEET N OF CENTER LINE OF HIGHWAY, 12
 KV5420'FEET S OF GARDEN FENCE, AND 109 FEET W OF THE CENTER LINE OF
 KV5420'OLD ROAD.  IT PROJECTS 3 INCHES.
 KV5420
 KV5420                          STATION RECOVERY (1977)
 KV5420
 KV5420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KV5420'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KV5420'CONDITION AS PREVIOUSLY DESCRIBED.  THIS STATION WAS NOT OCCUPIED
 KV5420'AT THIS DATE.
 KV5420'
 KV5420'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5420'2-3/4 MILES WEST OF NEW BRUNSWICK.
 KV5420
 KV5420                          STATION RECOVERY (1985)
 KV5420
 KV5420'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1985 (AXH)
 KV5420'THE STATION WAS RECOVERED AT THIS DATE.
 KV5420'THE STATION WAS USED AS A GLOBAL POSITIONING SATELLITE STATION.
 KV5420'THE STATION IS LOCATED AT 1075/1083 HAMILTON AVENUE IN NEW
 KV5420'BRUNSWICK.  NO MEASUREMENTS WERE MADE TO PERIPHERALS.
 KV5420'
 KV5420'DESCRIBED BY--GEO/HYDRO INC.
 KV5420
 KV5420                          STATION RECOVERY (2001)
 KV5420
 KV5420'RECOVERY NOTE BY TWT CONS ENG 2001 (BSJ)
 KV5420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5713 ***********************************************************************
 KV5713  DESIGNATION -  FERGUSON 2
 KV5713  PID         -  KV5713
 KV5713  STATE/COUNTY-  NJ/BURLINGTON
 KV5713  USGS QUAD   -  BEVERLY (1973)
 KV5713
 KV5713                         *CURRENT SURVEY CONTROL
 KV5713  ___________________________________________________________________
 KV5713* NAD 83(1996)-  40 04 16.88024(N)    074 53 53.49811(W)     ADJUSTED  
 KV5713* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5713  ___________________________________________________________________
 KV5713  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 KV5713  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV5713
 KV5713  HORZ ORDER  -  THIRD
 KV5713
 KV5713.The horizontal coordinates were established by classical geodetic methods
 KV5713.and adjusted by the National Geodetic Survey in September 1999..
 KV5713
 KV5713.The orthometric height was scaled from a topographic map.
 KV5713
 KV5713.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5713
 KV5713.The geoid height was determined by GEOID03.
 KV5713
 KV5713;                    North         East     Units Scale Factor Converg.
 KV5713;SPC NJ       -   137,512.587   116,035.455   MT  0.99991420   -0 15 22.8
 KV5713;SPC NJ       -   451,155.88    380,692.99   sFT  0.99991420   -0 15 22.8
 KV5713;SPC PA S     -    85,873.544   843,226.216   MT  0.99998129   +1 51 00.8
 KV5713;SPC PA S     -   281,736.79  2,766,484.68   sFT  0.99998129   +1 51 00.8
 KV5713;UTM  18      - 4,435,682.009   508,681.085   MT  0.99960093   +0 03 55.9
 KV5713
 KV5713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5713!SPC NJ       -   1.00000505  x   0.99991420  =   0.99991925
 KV5713!SPC PA S     -   1.00000505  x   0.99998129  =   0.99998634
 KV5713!UTM  18      -   1.00000505  x   0.99960093  =   0.99960598
 KV5713
 KV5713:                Primary Azimuth Mark                     Grid Az
 KV5713:SPC NJ       -  COLLEGE POINT RANGE FRONT LT             021 06 54.4
 KV5713:SPC PA S     -  COLLEGE POINT RANGE FRONT LT             019 00 30.8
 KV5713:UTM  18      -  COLLEGE POINT RANGE FRONT LT             020 47 35.7
 KV5713
 KV5713|---------------------------------------------------------------------|
 KV5713| PID    Reference Object                     Distance      Geod. Az  |
 KV5713|                                                           dddmmss.s |
 KV5713| KV5747 COLLEGE POINT RANGE FRONT LT        APPROX. 0.7 KM 0205131.6 |
 KV5713| CB5918 FERGUSON 2 RM 3                      12.067 METERS 05720     |
 KV5713| CB5917 FERGUSON 2 RM 1                      20.690 METERS 11951     |
 KV5713| CB5919 FERGUSON 2 RM 4                      15.801 METERS 14913     |
 KV5713| KV5761 BALD 2                              APPROX. 1.1 KM 2453159.8 |
 KV5713| KV5694 BEVERLY RANGE REAR LIGHT            APPROX. 3.3 KM 2684955.2 |
 KV5713|---------------------------------------------------------------------|
 KV5713
 KV5713                          SUPERSEDED SURVEY CONTROL
 KV5713
 KV5713  NAD 83(1986)-  40 04 16.87790(N)    074 53 53.50054(W) AD(       ) 3
 KV5713  NAD 27      -  40 04 16.47900(N)    074 53 54.90000(W) AD(       ) 3
 KV5713
 KV5713.Superseded values are not recommended for survey control.
 KV5713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5713.See file dsdata.txt to determine how the superseded data were derived.
 KV5713
 KV5713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0868135682(NAD 83)
 KV5713_MARKER: DS = TRIANGULATION STATION DISK
 KV5713_SETTING: 0 = UNSPECIFIED SETTING
 KV5713_STAMPING: FERGUSON 2 1935
 KV5713_MARK LOGO: CGS   
 KV5713_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5713+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1990
 KV5713
 KV5713  HISTORY     - Date     Condition        Report By
 KV5713  HISTORY     - 1935     MONUMENTED       CGS
 KV5713  HISTORY     - 1947     GOOD             CGS
 KV5713  HISTORY     - 19900518 GOOD             NJGS
 KV5713
 KV5713                          STATION DESCRIPTION
 KV5713
 KV5713'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5713'STATION IS IN EDGEWATER PARK, 1.5 MILES E OF FIVE POINTS,
 KV5713'BEVERLY, ON PIER AT END OF EDGEWATER AVENUE, 2.57 METERS S OF N
 KV5713'SIDE OF PIER, 12.49 METERS W OF E SIDE OF PIER, 18.00 METERS E
 KV5713'OF E RAIL OF A PAIR OF IRON RAILS W OF PIER.
 KV5713'
 KV5713'REFERENCE MARK NO.1 (STATION FERGUSON OLD), A NAIL CONCRETED
 KV5713'IN UPPER END OF A TILE PIPE SURROUNDED BY CONCRETE, IS ON BEACH
 KV5713'IN CORNER OF INTERSECTION OF RIVER WALL AND E SIDE OF PIER.
 KV5713'
 KV5713'REFERENCE MARK NO. 3, A STANDARD TABLET, IS IN TOP AT NE CORNER
 KV5713'OF CONCRETE WALL SURROUNDING PIER.
 KV5713'
 KV5713'REFERENCE MARK NO. 4 IS A STONE BOUNDARY POST WITH TOP CENTER
 KV5713'HOLE, ON E SIDE OF PIER GATE.
 KV5713'
 KV5713'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 KV5713'CONCRETE AS DESCRIBED IN NOTES 1A AND 7A.
 KV5713'
 KV5713'SUPPLEMENTAL SCHEME STATION.
 KV5713'
 KV5713'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV5713
 KV5713                          STATION RECOVERY (1947)
 KV5713
 KV5713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5713'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5713'ADEQUATE.
 KV5713
 KV5713                          STATION RECOVERY (1990)
 KV5713
 KV5713'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV5713'THE STATION IS LOCATED IN EDGEWATER PARK TOWNSHIP, ON A PIER AT THE
 KV5713'RED DRAGON YACHT CLUB.  TO REACH THE STATION FROM THE BEVERLY ROAD
 KV5713'FIRE COMPANY IN BURLINGTON TOWNSHIP, GO NORTHWEST ALONG BEVERLY ROAD,
 KV5713'COUNTY ROAD 543, FOR 1.10 MI (1.77 KM) TO THE JUNCTION WITH EDGEWATER
 KV5713'AVENUE ON THE RIGHT.  TURN RIGHT AND GO NORTH ON EDGEWATER AVENUE FOR
 KV5713'0.35 MI (0.56 KM) TO THE RED DRAGON YACHT CLUB AND THE STATION AHEAD
 KV5713'ON THE PIER.  THE STATION IS 2.57 M (8.43 FT) SOUTHEAST OF A CONCRETE
 KV5713'SEAWALL, 12.60 M (41.34 FT) WEST OF THE EAST SIDE OF THE PIER, AND SET
 KV5713'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6400 ***********************************************************************
 KV6400  DESIGNATION -  FERRY
 KV6400  PID         -  KV6400
 KV6400  STATE/COUNTY-  NJ/MERCER
 KV6400  USGS QUAD   -  TRENTON WEST (1995)
 KV6400
 KV6400                         *CURRENT SURVEY CONTROL
 KV6400  ___________________________________________________________________
 KV6400* NAD 83(1996)-  40 12 30.56396(N)    074 45 58.70108(W)     ADJUSTED  
 KV6400* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6400  ___________________________________________________________________
 KV6400  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 KV6400  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KV6400
 KV6400  HORZ ORDER  -  THIRD
 KV6400
 KV6400.The horizontal coordinates were established by classical geodetic methods
 KV6400.and adjusted by the National Geodetic Survey in September 1999..
 KV6400.No horizontal observational check was made to the station.
 KV6400
 KV6400.The orthometric height was scaled from a topographic map.
 KV6400
 KV6400.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6400
 KV6400.The geoid height was determined by GEOID03.
 KV6400
 KV6400;                    North         East     Units Scale Factor Converg.
 KV6400;SPC NJ       -   152,696.131   127,330.683   MT  0.99990632   -0 10 18.9
 KV6400;SPC NJ       -   500,970.56    417,750.75   sFT  0.99990632   -0 10 18.9
 KV6400;SPC PA S     -   101,463.138   853,956.212   MT  0.99996839   +1 56 08.9
 KV6400;SPC PA S     -   332,883.65  2,801,688.01   sFT  0.99996839   +1 56 08.9
 KV6400;UTM  18      - 4,450,924.169   519,887.270   MT  0.99960487   +0 09 03.1
 KV6400
 KV6400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6400!SPC NJ       -   1.00000508  x   0.99990632  =   0.99991140
 KV6400!SPC PA S     -   1.00000508  x   0.99996839  =   0.99997347
 KV6400!UTM  18      -   1.00000508  x   0.99960487  =   0.99960995
 KV6400
 KV6400                          SUPERSEDED SURVEY CONTROL
 KV6400
 KV6400  NAD 83(1986)-  40 12 30.56180(N)    074 45 58.70220(W) AD(       ) 3
 KV6400
 KV6400.Superseded values are not recommended for survey control.
 KV6400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6400.See file dsdata.txt to determine how the superseded data were derived.
 KV6400
 KV6400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1988750924(NAD 83)
 KV6400_MARKER: DD = SURVEY DISK
 KV6400_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6400_SP_SET: CONCRETE BASE OF MOORING CLEAT
 KV6400_STAMPING: FERRY 1939
 KV6400_MARK LOGO: USE   
 KV6400_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6400+SATELLITE: SATELLITE OBSERVATIONS - 1939
 KV6400
 KV6400  HISTORY     - Date     Condition        Report By
 KV6400  HISTORY     - 1939     MONUMENTED       USE
 KV6400
 KV6400                          STATION DESCRIPTION
 KV6400
 KV6400'DESCRIBED BY US ENGINEERS 1939
 KV6400'THE STATION IS LOCATED ON THE E SHORE OF THE DELAWARE RIVER NEAR A
 KV6400'RAILROAD BRIDGE WHICH CROSSES THE RIVER TO TRENTON, NJ.
 KV6400'TO REACH STATION PROCEED BY BOAT N ABOUT 1.1 NAUTICAL MI FROM THE N
 KV6400'ENTRANCE TO BILES CREEK TO STATION ON THE RIGHT.
 KV6400'STATION MARK IS A CE BRONZE DISK SET FLUSH WITH CONCRETE NEAR THE
 KV6400'UPPER END OF WHARF THAT IS JUST BELOW RAILROAD BRIDGE IN TRENTON.  IT
 KV6400'IS SET IN CONCRETE BASE OF SECOND MOORING CLEAT FROM UPPER CORNER OF
 KV6400'WHARF.  IT IS 1.26 M (4.1 FT) IN FROM TOP, OUTER EDGE OF WHARF.  ON
 KV6400'JERSEY SIDE OF RIVER, ABOUT 16.76 M (55.0 FT) BELOW RAILROAD BRIDGE.
 KV6400'IT IS 0.49 M (1.6 FT) FROM NEAR FACE OF CLEAT POST ON WHOSE BASE IT IS
 KV6400'SET.
 KV6400'RM 1 IS UPPER OUTER EDGE OF CONCRETE APRON AROUND WHARF.  IT IS 12.5 M
 KV6400'(41.0 FT) NW FROM THE STATION.
 KV6400'RM 2 IS NEAR FACE OF POST SECTION OF NEXT CLEAT DOWNSTREAM.  IT IS
 KV6400'14.45 M (47.4 FT) SSE FROM THE STATION.
 KV6400'RM 3 IS TO BOTTOM OF 6TH GUARD RAIL POST ALONG FITCH HWY, FROM
 KV6400'RAILROAD BRIDGE, CENTERLINE OF POST.  IT IS 15.74 M (51.6 FT) NE FROM
 KV6400'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3202 ***********************************************************************
 JU3202  DESIGNATION -  FERRY 1925
 JU3202  PID         -  JU3202
 JU3202  STATE/COUNTY-  NJ/CAMDEN
 JU3202  USGS QUAD   -  PHILADELPHIA (1994)
 JU3202
 JU3202                         *CURRENT SURVEY CONTROL
 JU3202  ___________________________________________________________________
 JU3202* NAD 83(1996)-  39 56 37.93753(N)    075 07 58.79111(W)     ADJUSTED  
 JU3202* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3202  ___________________________________________________________________
 JU3202  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 JU3202  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JU3202
 JU3202  HORZ ORDER  -  THIRD
 JU3202
 JU3202.The horizontal coordinates were established by classical geodetic methods
 JU3202.and adjusted by the National Geodetic Survey in September 1999..
 JU3202
 JU3202.The orthometric height was scaled from a topographic map.
 JU3202
 JU3202.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3202
 JU3202.The geoid height was determined by GEOID03.
 JU3202
 JU3202;                    North         East     Units Scale Factor Converg.
 JU3202;SPC NJ       -   123,474.708    95,906.882   MT  0.99993601   -0 24 23.1
 JU3202;SPC NJ       -   405,099.94    314,654.50   sFT  0.99993601   -0 24 23.1
 JU3202;SPC PA S     -    71,104.662   823,625.703   MT  0.99999837   +1 41 52.4
 JU3202;SPC PA S     -   233,282.55  2,702,178.66   sFT  0.99999837   +1 41 52.4
 JU3202;UTM  18      - 4,421,536.005   488,638.079   MT  0.99960159   -0 05 07.4
 JU3202
 JU3202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3202!SPC NJ       -   1.00000506  x   0.99993601  =   0.99994106
 JU3202!SPC PA S     -   1.00000506  x   0.99999837  =   1.00000343
 JU3202!UTM  18      -   1.00000506  x   0.99960159  =   0.99960664
 JU3202
 JU3202:                Primary Azimuth Mark                     Grid Az
 JU3202:SPC NJ       -  VIC                                      002 50 58.5
 JU3202:SPC PA S     -  VIC                                      000 44 43.0
 JU3202:UTM  18      -  VIC                                      002 31 42.8
 JU3202
 JU3202|---------------------------------------------------------------------|
 JU3202| PID    Reference Object                     Distance      Geod. Az  |
 JU3202|                                                           dddmmss.s |
 JU3202| JU3204 VIC                                 APPROX. 0.5 KM 0022635.4 |
 JU3202| JU3209 CAMDEN COKE CO CHIMNEY              APPROX. 1.3 KM 1715452.3 |
 JU3202| JU3132 PHILADELPHIA ST PETER PE CH         APPROX. 1.3 KM 2662355.5 |
 JU3202| JU3130 PHILADELPHIA CHRIST S CH CROSS      APPROX. 1.2 KM 3085940.7 |
 JU3202| JU3133 PHILADELPHIA ST AUGUSTUS CH         APPROX. 1.7 KM 3184056.8 |
 JU3202| JU3131 PHILADELPHIA WILBUR CHIM USE        APPROX. 1.5 KM 3244502.8 |
 JU3202|---------------------------------------------------------------------|
 JU3202
 JU3202                          SUPERSEDED SURVEY CONTROL
 JU3202
 JU3202  NAD 83(1991)-  39 56 37.93731(N)    075 07 58.79337(W) AD(       ) 3
 JU3202  NAD 83(1986)-  39 56 37.93394(N)    075 07 58.79641(W) AD(       ) 3
 JU3202  NAD 27      -  39 56 37.53300(N)    075 08 00.15900(W) AD(       ) 3
 JU3202
 JU3202.Superseded values are not recommended for survey control.
 JU3202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3202.See file dsdata.txt to determine how the superseded data were derived.
 JU3202
 JU3202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8863821536(NAD 83)
 JU3202
 JU3202  HISTORY     - Date     Condition        Report By
 JU3202  HISTORY     - 1925     FIRST OBSERVED   CGS
 JU3202  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3202
 JU3202                          STATION DESCRIPTION
 JU3202
 JU3202'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3202'LOCATED ON TRAIN SHED DOCK OF PENNSYLVANIA RAILROAD.  THIS IS THE
 JU3202'FIRST DOCK BELOW THE PENNSYLVANIA RAILROAD FERRY SLIPS IN
 JU3202'CAMDEN.  NO DESCRIPTION OF THE UNITED STATES ENGINEERS STATION ON
 JU3202'THIS DOCK WAS ON HAND AT THAT TIME, BUT A SMALL SQUARE CUT IN
 JU3202'THE DOCK WAS FOUND AND USED AS THE STATION.  THIS WAS THE ONLY
 JU3202'MARK THAT COULD BE FOUND AND POSSIBLY WAS THEIR STATION MARK.
 JU3202'THREE COPPER NAILS IN THE SHAPE OF A SMALL TRIANGLE WERE DRIVEN IN
 JU3202'THE SQUARE.  STATION IS 5.5 FEET FROM LOWER OUTER CORNER OF
 JU3202'BUILDING.  4 FEET FROM OUTER FACE OF DOCK.  AND 6.8 FEET
 JU3202'FROM CENTER OF OUTER FACE OF WOODEN BUMPER ON FIRST RAIL
 JU3202'BELOW BUILDING.
 JU3202'
 JU3202'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 JU3202
 JU3202                          STATION RECOVERY (1946)
 JU3202
 JU3202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3202'THE BUILDING AND DOCKS WERE BURNED IN 1931 AND THE DOCKS WERE TORN
 JU3202'OUT AND REMODELED.  IT IS RECOMMENDED THAT THIS STATION BE
 JU3202'CONSIDERED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5042 ***********************************************************************
 KV5042  DESIGNATION -  FIELDS
 KV5042  PID         -  KV5042
 KV5042  STATE/COUNTY-  NJ/MONMOUTH
 KV5042  USGS QUAD   -  LONG BRANCH (1981)
 KV5042
 KV5042                         *CURRENT SURVEY CONTROL
 KV5042  ___________________________________________________________________
 KV5042* NAD 83(1996)-  40 16 39.63038(N)    074 05 13.93183(W)     ADJUSTED  
 KV5042* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 KV5042  ___________________________________________________________________
 KV5042  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 KV5042  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KV5042
 KV5042  HORZ ORDER  -  THIRD
 KV5042
 KV5042.The horizontal coordinates were established by classical geodetic methods
 KV5042.and adjusted by the National Geodetic Survey in September 1999..
 KV5042
 KV5042.The orthometric height was scaled from a topographic map.
 KV5042
 KV5042.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5042
 KV5042.The geoid height was determined by GEOID03.
 KV5042
 KV5042;                    North         East     Units Scale Factor Converg.
 KV5042;SPC NJ       -   160,425.372   185,103.645   MT  0.99991516   +0 16 00.7
 KV5042;SPC NJ       -   526,328.91    607,294.21   sFT  0.99991516   +0 16 00.7
 KV5042;UTM  18      - 4,458,976.819   577,600.079   MT  0.99967413   +0 35 24.5
 KV5042
 KV5042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5042!SPC NJ       -   0.99999826  x   0.99991516  =   0.99991342
 KV5042!UTM  18      -   0.99999826  x   0.99967413  =   0.99967239
 KV5042
 KV5042|---------------------------------------------------------------------|
 KV5042| PID    Reference Object                     Distance      Geod. Az  |
 KV5042|                                                           dddmmss.s |
 KV5042| CB5920 FIELDS RM 1                          19.104 METERS 00039     |
 KV5042| KV5053 RED BANK MUN WATER WORKS STACK      APPROX. 7.8 KM 0091654.9 |
 KV5042| KV5048 TOWER HILL 2 1918                   APPROX. 8.3 KM 0193520.7 |
 KV5042| CB5921 FIELDS RM 2                          15.072 METERS 09535     |
 KV5042| KV5045 ASBURY PARK INCINERATOR TANK        APPROX. 3.3 KM 2075013.4 |
 KV5042| KV5046 ASBURY PARK INCINERATOR STACK       APPROX. 3.3 KM 2080515.3 |
 KV5042|---------------------------------------------------------------------|
 KV5042
 KV5042                          SUPERSEDED SURVEY CONTROL
 KV5042
 KV5042  NAD 83(1986)-  40 16 39.62938(N)    074 05 13.92755(W) AD(       ) 3
 KV5042  NAD 27      -  40 16 39.23000(N)    074 05 15.42100(W) AD(       ) 3
 KV5042
 KV5042.Superseded values are not recommended for survey control.
 KV5042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5042.See file dsdata.txt to determine how the superseded data were derived.
 KV5042
 KV5042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7760058977(NAD 83)
 KV5042_MARKER: DS = TRIANGULATION STATION DISK
 KV5042_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV5042_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5042
 KV5042  HISTORY     - Date     Condition        Report By
 KV5042  HISTORY     - 1934     MONUMENTED       CGS
 KV5042
 KV5042                          STATION DESCRIPTION
 KV5042
 KV5042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5042'LOCATED S OF THE VILLAGE OF PINEBROOK ON THE W SIDE OF THE
 KV5042'ROAD BETWEEN PINEBROOK AND WAYSIDE.  LOCATED 1.1 MILES S OF THE
 KV5042'RAILROAD CROSSING IN PINEBROOK, 1.1 MILES N OF THE CROSSROADS
 KV5042'AT WAYSIDE, IN AN OPEN FIELD AT THE TOP OF A FLAT TOPPED HILL.
 KV5042'
 KV5042'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 KV5042'
 KV5042'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 KV5042'
 KV5042'REFERENCE MARK NO.2 IS TO THE EASTWARD TOWARD THE ROAD, AND
 KV5042'REFERENCE MARK NO.1 IS TO THE NW ALONG THE ROAD.  BOTH REFERENCE
 KV5042'MARKS ARE IN GRASS AND LOW BUSHES.
 KV5042'
 KV5042'REACHED FROM RED BANK AS FOLLOWS--FOLLOW STATE HIGHWAY 35 S TO
 KV5042'TINTON AVENUE (0.2 MILE N OF THE RAILROAD CROSSING AT EATONTOWN),
 KV5042'TURN W 1.9 MILES TO THE END OF THE ROAD, THEN S 0.8 MILE TO FORK
 KV5042'IN THE ROAD AT PINEBROOK.  TAKE LEFT (E) FORK, AND AFTER CROSSING
 KV5042'RAILROAD JUST BEYOND FIRST CROSS ROAD GO 1.1 MILES TO THE
 KV5042'STATION.
 KV5042'
 KV5042'A 20-FOOT SIGNAL WAS BUILT TO SEE OVER THE BRUSH.  NEVIUS SHOWS
 KV5042'THROUGH A GAP IN THE TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1778 ***********************************************************************
 KV1778  DESIGNATION -  FILAX
 KV1778  PID         -  KV1778
 KV1778  STATE/COUNTY-  NJ/HUNTERDON
 KV1778  USGS QUAD   -  FRENCHTOWN (1997)
 KV1778
 KV1778                         *CURRENT SURVEY CONTROL
 KV1778  ___________________________________________________________________
 KV1778* NAD 83(1996)-  40 32 34.26627(N)    075 00 21.19423(W)     ADJUSTED  
 KV1778* NAVD 88     -       158.240  (meters)     519.16   (feet)  ADJUSTED  
 KV1778  ___________________________________________________________________
 KV1778  X           -   1,255,783.906 (meters)                     COMP
 KV1778  Y           -  -4,688,576.340 (meters)                     COMP
 KV1778  Z           -   4,124,057.864 (meters)                     COMP
 KV1778  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 KV1778  ELLIP HEIGHT-         124.26  (meters)          (10/23/02) GPS OBS
 KV1778  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KV1778  DYNAMIC HT  -         158.163 (meters)     518.91  (feet)  COMP
 KV1778  MODELED GRAV-     980,135.3   (mgal)                       NAVD 88
 KV1778
 KV1778  HORZ ORDER  -  FIRST
 KV1778  VERT ORDER  -  SECOND    CLASS 0
 KV1778  ELLP ORDER  -  FOURTH    CLASS I
 KV1778
 KV1778.The horizontal coordinates were established by GPS observations
 KV1778.and adjusted by the National Geodetic Survey in May 1999..
 KV1778
 KV1778.The orthometric height was determined by differential leveling
 KV1778.and adjusted by the National Geodetic Survey in September 1996..
 KV1778
 KV1778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1778
 KV1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1778
 KV1778.The ellipsoidal height was determined by GPS observations
 KV1778.and is referenced to NAD 83.
 KV1778
 KV1778.The geoid height was determined by GEOID03.
 KV1778
 KV1778.The dynamic height is computed by dividing the NAVD 88
 KV1778.geopotential number by the normal gravity value computed on the
 KV1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1778.degrees latitude (g = 980.6199 gals.).
 KV1778
 KV1778.The modeled gravity was interpolated from observed gravity values.
 KV1778
 KV1778;                    North         East     Units Scale Factor Converg.
 KV1778;SPC NJ       -   189,909.528   107,148.562   MT  0.99992260   -0 19 43.8
 KV1778;SPC NJ       -   623,061.51    351,536.57   sFT  0.99992260   -0 19 43.8
 KV1778;SPC PA S     -   137,910.636   832,417.702   MT  0.99996079   +1 46 49.3
 KV1778;SPC PA S     -   452,461.81  2,731,023.74   sFT  0.99996079   +1 46 49.3
 KV1778;UTM  18      - 4,488,011.302   499,501.465   MT  0.99960000   -0 00 13.8
 KV1778
 KV1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1778!SPC NJ       -   0.99998051  x   0.99992260  =   0.99990311
 KV1778!SPC PA S     -   0.99998051  x   0.99996079  =   0.99994130
 KV1778!UTM  18      -   0.99998051  x   0.99960000  =   0.99958052
 KV1778
 KV1778|---------------------------------------------------------------------|
 KV1778| PID    Reference Object                     Distance      Geod. Az  |
 KV1778|                                                           dddmmss.s |
 KV1778| KV1779 FILAX RM 1                           33.390 METERS 02143     |
 KV1778| KV5821 GLEN GARDNER TANK                   APPROX.18.4 KM 0231217.9 |
 KV1778| KV5820 QUAKERTOWN METH CHURCH SPIRE        APPROX. 6.0 KM 0655432.9 |
 KV1778| CB3317 FILAX AZ MK                                        1230114.8 |
 KV1778| KV1777 FILAX RM 2                           38.846 METERS 13549     |
 KV1778| KV3581 MILFORD RIEGEL PAPER CO STACK       APPROX. 7.1 KM 2861042.2 |
 KV1778| KV3579 RIEGEL RIDGE WATER TANK             APPROX.12.1 KM 3093832.5 |
 KV1778|---------------------------------------------------------------------|
 KV1778
 KV1778                          SUPERSEDED SURVEY CONTROL
 KV1778
 KV1778  ELLIP H (05/14/99)  124.27   (m)                       GP(       ) 4 1
 KV1778  NAD 83(1986)-  40 32 34.26482(N)    075 00 21.19788(W) AD(       ) 1
 KV1778  NAD 83(1986)-  40 32 34.26390(N)    075 00 21.19759(W) AD(       ) 2
 KV1778  NAD 27      -  40 32 33.89400(N)    075 00 22.58700(W) AD(       ) 2
 KV1778  NAVD 88 (06/15/91)  158.236  (m)          519.15   (f) UNKNOWN     2 0
 KV1778  NGVD 29 (??/??/??)  158.488  (m)          519.97   (f) ADJUSTED    2 0
 KV1778
 KV1778.Superseded values are not recommended for survey control.
 KV1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1778.See file dsdata.txt to determine how the superseded data were derived.
 KV1778
 KV1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9950188011(NAD 83)
 KV1778_MARKER: DS = TRIANGULATION STATION DISK
 KV1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1778_SP_SET: CONCRETE POST
 KV1778_STAMPING: FILAX 1942
 KV1778_MARK LOGO: CGS   
 KV1778_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1778+STABILITY: SURFACE MOTION
 KV1778_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1778+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 KV1778
 KV1778  HISTORY     - Date     Condition        Report By
 KV1778  HISTORY     - 1942     MONUMENTED       CGS
 KV1778  HISTORY     - 1942     GOOD             CGS
 KV1778  HISTORY     - 1980     GOOD             NGS
 KV1778  HISTORY     - 19930129 GOOD             NJGS
 KV1778  HISTORY     - 19950419 GOOD             NJGS
 KV1778  HISTORY     - 20031001 GOOD             AASCO
 KV1778  HISTORY     - 20060125 GOOD             AASCO
 KV1778
 KV1778                          STATION DESCRIPTION
 KV1778
 KV1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV1778'STATION IS 3 MILES, AIR LINE, E AND N OF FRENCHTOWN, IN A SMALL
 KV1778'PASTURE OWNED BY MITRO FILAX AND ADJOINING THE FILAX HOUSE
 KV1778'YARD.  IT IS 39 FEET W OF THE CENTER OF A DIRT ROAD, 16-1/2 FEET W
 KV1778'OF THE E FENCE OF THE PASTURE, 25 FEET N OF THE S FENCE OF THE
 KV1778'PASTURE (WHICH IS ALSO THE N FENCE OF THE HOUSE YARD), AND 69
 KV1778'FEET NE OF THE NE CORNER OF THE FILAX HOUSE.  IT IS STAMPED FILAX
 KV1778'1942 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 KV1778'
 KV1778'SURFACE, UNDERGROUND, REFERENCE, AND AZIMITH MARKS ARE STANDARD
 KV1778'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 KV1778'
 KV1778'REFERENCE MARK NO. 1 IS NNE OF THE STATION IN AN OLD CHURCH
 KV1778'YARD, 19 FEET E OF THE CENTER OF THE DIRT ROAD, AND 94 FEET NW OF
 KV1778'THE NW CORNER OF THE CHURCH.  IT IS STAMPED FILAX NO.1 1942 AND
 KV1778'PROJECTS 6 INCHES.
 KV1778'
 KV1778'REFERENCE MARK NO. 2 IS SE OF THE STATION, 1 FOOT N OF THE N FENCE
 KV1778'OF A CEMETERY, 41 FEET E OF THE CENTER OF A N-S DIRT ROAD, 29 FEET
 KV1778'S OF THE CENTER OF AN E-W DIRT ROAD, 25 FEET E OF A TRANSFORMER
 KV1778'POLE NO.XD 110, AND 25 FEET W OF THE W POST OF THE GATE INTO THE
 KV1778'CEMETERY.  IT IS STAMPED FILAX NO.2 1942 AND PROJECTS 2 INCHES.
 KV1778'
 KV1778'THE AZIMUTH MARK IS ABOUT 0.25 MILE SE OF THE STATION, 18 FEET
 KV1778'N OF THE CENTER OF A DIRT ROAD, 1 FOOT S OF A FENCE LINE, AND
 KV1778'97 FEET W OF A FENCE CORNER.  IT IS STAMPED FILAX 1942, PROJECTS
 KV1778'8 INCHES AND IS WITNESSED BY A 4-INCH SQUARE WHITE WOODEN POST
 KV1778'WHICH PROJECTS 2-1/2 FEET.  TO REACH FROM THE STATION GO S 0.15
 KV1778'MILE, THEN TURN LEFT AND GO 0.15 MILE TO THE MARK.
 KV1778'
 KV1778'TO REACH THE STATION FROM THE CORNER OF RACE AND KINGSWOOD
 KV1778'STREETS IN FRENCHTOWN, GO E ON STATE HIGHWAY 12 FOR 2.9 MILES, THEN
 KV1778'TURN LEFT AND FOLLOW A MACADAM AND DIRT ROAD FOR 1.55 MILES TO THE
 KV1778'FILAX HOME ON THE LEFT AND THE STATION.
 KV1778'
 KV1778'A 90-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION CROTON 2 1929.
 KV1778'
 KV1778'A 77-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION TARANKO.
 KV1778'
 KV1778'A 77-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION PORTER 1929.
 KV1778'
 KV1778'A 37-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT STATION GAME.
 KV1778'
 KV1778'A 37-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT STATION HAYCOCK 2 1929.
 KV1778'
 KV1778'A 37-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT STATION CRAIG.
 KV1778
 KV1778                          STATION RECOVERY (1942)
 KV1778
 KV1778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 KV1778'1.7 MI N FROM BAPTISTOWN.
 KV1778'1.7 MILES NORTH ALONG A TAR ROAD FROM THE INTESECTION OF STATE
 KV1778'HIGHWAY 12 AT BAPTISTOWN, HUNTERDON COUNTY, AT THE JUNCTION OF A
 KV1778'ROAD NEAR AN OLD CHURCH AND CEMETERY, OPPOSITE THE CHURCH, IN
 KV1778'LINE WITH THE NORTH FACE OF THE CHURCH, AT THE SOUTHEAST CORNER
 KV1778'OF A PASTURE, AND 35 FEET WEST OF THE CENTERLINE OF THE ROAD.
 KV1778
 KV1778                          STATION RECOVERY (1980)
 KV1778
 KV1778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 KV1778'RECOVERED AS DESCRIBED.  NEW WITNESS POST SET 10 FEET EAST OF THE
 KV1778'STATION AND ANOTHER ONE SET 2 FEET NORTHWEST OF REFERENCE MARK
 KV1778'ONE.  THE DIRT ROAD IS NOW PAVED.
 KV1778
 KV1778                          STATION RECOVERY (1993)
 KV1778
 KV1778'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV1778'THE STATION IS LOCATED IN KINGWOOD TOWNSHIP.  TO REACH THE STATION
 KV1778'FROM THE TEE INTERSECTION OF RACE STREET AND STATE ROUTE 12 IN THE
 KV1778'BOROUGH OF FRENCHTOWN, GO 3.0 MI (4.8 KM) EAST ON STATE ROUTE 12 TO
 KV1778'THE INTERSECTION WITH COUNTY ROAD 519.  TURN LEFT AND GO 1.6 MI
 KV1778'(2.6 KM) TO THE TEE INTERSECTION WITH OAK SUMMIT ROAD ON THE RIGHT
 KV1778'AND THE STATION ON THE LEFT.  THE STATION IS 10.4 M (34.1 FT) WEST
 KV1778'FROM THE CENTERLINE OF COUNTY ROAD 519, 2.4 M (7.9 FT) WEST FROM A
 KV1778'METAL WITNESS POST, 4.9 M (16.1 FT) NORTH FROM THE CENTERLINE OF A
 KV1778'DRIVEWAY LEADING TO THE HORSE FEATHERS FARM, 21.0 M (68.9 FT)
 KV1778'NORTHEAST FROM THE NORTHEAST CORNER OF THE FARM HOUSE, NUMBER 210 AND
 KV1778'20.5 M (67.3 FT) WEST FROM THE NORTHWEST CORNER OF THE UNIVERSAL
 KV1778'FELLOWSHIP CHURCH.  THE STATION IS FLUSH WITH THE GROUND.
 KV1778
 KV1778                          STATION RECOVERY (1995)
 KV1778
 KV1778'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV1778'RECOVERED AS DESCRIBED.
 KV1778
 KV1778                          STATION RECOVERY (2003)
 KV1778
 KV1778'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2003 (GLB)
 KV1778'RECOVERED IN GOOD CONDITION.
 KV1778
 KV1778                          STATION RECOVERY (2006)
 KV1778
 KV1778'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV1778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1779 ***********************************************************************
 KV1779  DESIGNATION -  FILAX RM 1
 KV1779  PID         -  KV1779
 KV1779  STATE/COUNTY-  NJ/HUNTERDON
 KV1779  USGS QUAD   -  FRENCHTOWN (1997)
 KV1779
 KV1779                         *CURRENT SURVEY CONTROL
 KV1779  ___________________________________________________________________
 KV1779* NAD 83(1986)-  40 32 33.     (N)    075 00 19.     (W)     SCALED    
 KV1779* NAVD 88     -       157.659  (meters)     517.25   (feet)  ADJUSTED  
 KV1779  ___________________________________________________________________
 KV1779  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KV1779  DYNAMIC HT  -         157.582 (meters)     517.00  (feet)  COMP
 KV1779  MODELED GRAV-     980,135.3   (mgal)                       NAVD 88
 KV1779
 KV1779  VERT ORDER  -  SECOND    CLASS 0
 KV1779
 KV1779.The horizontal coordinates were scaled from a topographic map and have
 KV1779.an estimated accuracy of +/- 6 seconds.
 KV1779
 KV1779.The orthometric height was determined by differential leveling
 KV1779.and adjusted by the National Geodetic Survey in September 1996..
 KV1779
 KV1779.The geoid height was determined by GEOID03.
 KV1779
 KV1779.The dynamic height is computed by dividing the NAVD 88
 KV1779.geopotential number by the normal gravity value computed on the
 KV1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1779.degrees latitude (g = 980.6199 gals.).
 KV1779
 KV1779.The modeled gravity was interpolated from observed gravity values.
 KV1779
 KV1779;                    North         East    Units  Estimated Accuracy
 KV1779;SPC NJ       -   189,870.      107,200.      MT  (+/- 180 meters Scaled)
 KV1779
 KV1779                          SUPERSEDED SURVEY CONTROL
 KV1779
 KV1779  NAVD 88 (06/15/91)  157.650  (m)          517.22   (f) UNKNOWN     2 0
 KV1779  NGVD 29 (??/??/??)  157.901  (m)          518.05   (f) ADJUSTED    2 0
 KV1779
 KV1779.Superseded values are not recommended for survey control.
 KV1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1779.See file dsdata.txt to determine how the superseded data were derived.
 KV1779
 KV1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK995879(NAD 83)
 KV1779_MARKER: DR = REFERENCE MARK DISK
 KV1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1779_STAMPING: FILAX NO 1 1942
 KV1779_MARK LOGO: CGS   
 KV1779_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1779+STABILITY: SURFACE MOTION
 KV1779_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1779+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1995
 KV1779
 KV1779  HISTORY     - Date     Condition        Report By
 KV1779  HISTORY     - 1942     MONUMENTED       CGS
 KV1779  HISTORY     - 19950419 GOOD             NJGS
 KV1779  HISTORY     - 19950909 GOOD             USPSQD
 KV1779  HISTORY     - 20040122 GOOD             GILMOR
 KV1779
 KV1779                          STATION DESCRIPTION
 KV1779
 KV1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1779'1.7 MI N FROM BAPTISTOWN.
 KV1779'1.7 MILES NORTH ALONG A TAR AND DIRT ROAD FROM THE INTERSECTION
 KV1779'OF STATE HIGHWAY 12 AT BAPTISTOWN, HUNTERDON COUNTY, 125 FEET
 KV1779'NORTH OF A ROAD JUNCTION, AT THE REAR OF A CHURCH LOT, 110 FEET
 KV1779'NORTH OF TRIANGULATION STATION FILAX, DESCRIBED ABOVE, AND 15
 KV1779'FEET EAST OF THE CENTERLINE OF THE ROAD.
 KV1779
 KV1779                          STATION RECOVERY (1995)
 KV1779
 KV1779'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV1779'RECOVERED AS DESCRIBED.
 KV1779
 KV1779                          STATION RECOVERY (1995)
 KV1779
 KV1779'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1779'RECOVERED IN GOOD CONDITION.
 KV1779
 KV1779                          STATION RECOVERY (2004)
 KV1779
 KV1779'RECOVERY NOTE BY GILMORE AND ASSOCIATES, INCORPORATED 2004 (SJK)
 KV1779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1777 ***********************************************************************
 KV1777  DESIGNATION -  FILAX RM 2
 KV1777  PID         -  KV1777
 KV1777  STATE/COUNTY-  NJ/HUNTERDON
 KV1777  USGS QUAD   -  FRENCHTOWN (1997)
 KV1777
 KV1777                         *CURRENT SURVEY CONTROL
 KV1777  ___________________________________________________________________
 KV1777* NAD 83(1986)-  40 32 33.     (N)    075 00 19.     (W)     SCALED    
 KV1777* NAVD 88     -       158.714  (meters)     520.71   (feet)  ADJUSTED  
 KV1777  ___________________________________________________________________
 KV1777  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KV1777  DYNAMIC HT  -         158.636 (meters)     520.46  (feet)  COMP
 KV1777  MODELED GRAV-     980,135.3   (mgal)                       NAVD 88
 KV1777
 KV1777  VERT ORDER  -  SECOND    CLASS 0
 KV1777
 KV1777.The horizontal coordinates were scaled from a topographic map and have
 KV1777.an estimated accuracy of +/- 6 seconds.
 KV1777
 KV1777.The orthometric height was determined by differential leveling
 KV1777.and adjusted by the National Geodetic Survey in June 1991..
 KV1777
 KV1777.The geoid height was determined by GEOID03.
 KV1777
 KV1777.The dynamic height is computed by dividing the NAVD 88
 KV1777.geopotential number by the normal gravity value computed on the
 KV1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1777.degrees latitude (g = 980.6199 gals.).
 KV1777
 KV1777.The modeled gravity was interpolated from observed gravity values.
 KV1777
 KV1777;                    North         East    Units  Estimated Accuracy
 KV1777;SPC NJ       -   189,870.      107,200.      MT  (+/- 180 meters Scaled)
 KV1777
 KV1777                          SUPERSEDED SURVEY CONTROL
 KV1777
 KV1777  NGVD 29 (??/??/??)  158.965  (m)          521.54   (f) ADJUSTED    2 0
 KV1777
 KV1777.Superseded values are not recommended for survey control.
 KV1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1777.See file dsdata.txt to determine how the superseded data were derived.
 KV1777
 KV1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK995879(NAD 83)
 KV1777_MARKER: DR = REFERENCE MARK DISK
 KV1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1777_STAMPING: FILAX NO 2 1942
 KV1777_MARK LOGO: CGS   
 KV1777_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1777+STABILITY: SURFACE MOTION
 KV1777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1777+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1995
 KV1777
 KV1777  HISTORY     - Date     Condition        Report By
 KV1777  HISTORY     - 1942     MONUMENTED       CGS
 KV1777  HISTORY     - 19950419 GOOD             NJGS
 KV1777  HISTORY     - 19950909 GOOD             USPSQD
 KV1777
 KV1777                          STATION DESCRIPTION
 KV1777
 KV1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1777'1.7 MI N FROM BAPTISTOWN.
 KV1777'1.7 MILES NORTH ALONG A TAR AND DIRT ROAD FROM THE INTERSECTION
 KV1777'OF STATE HIGHWAY 12 AT BAPTISTOWN, HUNTERDON COUNTY, IN THE
 KV1777'SOUTHEAST ANGLE OF A ROAD JUNCTION, AT THE NORTHWEST CORNER OF A
 KV1777'CEMETERY, AND 125 FEET SOUTH OF TRIANGULATION STATION FILAX,
 KV1777'DESCRIBED BELOW.
 KV1777
 KV1777                          STATION RECOVERY (1995)
 KV1777
 KV1777'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV1777'RECOVERED AS DESCRIBED.
 KV1777
 KV1777                          STATION RECOVERY (1995)
 KV1777
 KV1777'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3331 ***********************************************************************
 JU3331  DESIGNATION -  FILL
 JU3331  PID         -  JU3331
 JU3331  STATE/COUNTY-  NJ/GLOUCESTER
 JU3331  USGS QUAD   -  MARCUS HOOK (1993)
 JU3331
 JU3331                         *CURRENT SURVEY CONTROL
 JU3331  ___________________________________________________________________
 JU3331* NAD 83(1996)-  39 47 43.64641(N)    075 24 14.71152(W)     ADJUSTED  
 JU3331* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 JU3331  ___________________________________________________________________
 JU3331  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 JU3331  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JU3331
 JU3331  HORZ ORDER  -  THIRD
 JU3331
 JU3331.The horizontal coordinates were established by classical geodetic methods
 JU3331.and adjusted by the National Geodetic Survey in September 1999..
 JU3331
 JU3331.The orthometric height was scaled from a topographic map.
 JU3331
 JU3331.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3331
 JU3331.The geoid height was determined by GEOID03.
 JU3331
 JU3331;                    North         East     Units Scale Factor Converg.
 JU3331;SPC NJ       -   107,196.762    72,573.859   MT  0.99997378   -0 34 43.3
 JU3331;SPC NJ       -   351,694.71    238,102.74   sFT  0.99997378   -0 34 43.3
 JU3331;SPC DE       -   199,319.173   201,077.459   MT  0.99999501   +0 00 29.0
 JU3331;SPC DE       -   653,932.99    659,701.63   sFT  0.99999501   +0 00 29.0
 JU3331;UTM  18      - 4,405,133.469   465,404.546   MT  0.99961473   -0 15 31.1
 JU3331
 JU3331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3331!SPC NJ       -   1.00000475  x   0.99997378  =   0.99997853
 JU3331!SPC DE       -   1.00000475  x   0.99999501  =   0.99999976
 JU3331!UTM  18      -   1.00000475  x   0.99961473  =   0.99961948
 JU3331
 JU3331:                Primary Azimuth Mark                     Grid Az
 JU3331:SPC NJ       -  BORELLI                                  127 10 37.9
 JU3331:SPC DE       -  BORELLI                                  126 35 25.6
 JU3331:UTM  18      -  BORELLI                                  126 51 25.7
 JU3331
 JU3331|---------------------------------------------------------------------|
 JU3331| PID    Reference Object                     Distance      Geod. Az  |
 JU3331|                                                           dddmmss.s |
 JU3331| JU3303 BORELLI                             408.797 METERS 1263554.6 |
 JU3331| JU3332 BOUNDARY REF MONUMENT 1 1934          0.913 METERS 22020     |
 JU3331| CB1499 FILL RM                              28.810 METERS 24929     |
 JU3331| JU3326 MARCUS                              APPROX. 2.3 KM 3071244.1 |
 JU3331|---------------------------------------------------------------------|
 JU3331
 JU3331                          SUPERSEDED SURVEY CONTROL
 JU3331
 JU3331  NAD 83(1991)-  39 47 43.64638(N)    075 24 14.71141(W) AD(       ) 3
 JU3331  NAD 83(1986)-  39 47 43.64214(N)    075 24 14.71404(W) AD(       ) 3
 JU3331  NAD 27      -  39 47 43.23400(N)    075 24 16.02200(W) AD(       ) 3
 JU3331
 JU3331.Superseded values are not recommended for survey control.
 JU3331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3331.See file dsdata.txt to determine how the superseded data were derived.
 JU3331
 JU3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6540505133(NAD 83)
 JU3331_MARKER: DD = SURVEY DISK
 JU3331_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU3331_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU3331
 JU3331  HISTORY     - Date     Condition        Report By
 JU3331  HISTORY     - 1934     MONUMENTED       CGS
 JU3331  HISTORY     - 1946     GOOD             CGS
 JU3331
 JU3331                          STATION DESCRIPTION
 JU3331
 JU3331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JHB)
 JU3331'ABOUT 5 MILES N OF PENNS GROVE, NEW JERSEY, ON THE NEW JERSEY
 JU3331'SHORE OF THE DELAWARE RIVER, ACROSS THE RIVER FROM MARCUS HOOK,
 JU3331'PENNSYLVANIA, AND ABOUT 1/4 MILE W OF THE FARMHOUSE OF MIKE
 JU3331'BORELLI, FORMERLY KNOWN AS COOKS FARM.  THE STATION IS ON THE
 JU3331'TOP OF THE DIKE ALONG THE RIVER, ABOUT 10 FEET E OF HIGH WATER
 JU3331'LINE, AND ABOUT 122 METERS SW OF THE HIGH WATER LINE ALONG THE SW
 JU3331'SIDE OF THE DIKE WHERE ITS DIRECTION TURNS FROM NE TO NW.
 JU3331'
 JU3331'THE SUB-SURFACE MARK IS SET IN CONCRETE POST ABOUT 3 FEET
 JU3331'BELOW THE SURFACE OF THE GROUND.  THE SURFACE MARK IS SET IN
 JU3331'CONCRETE INSIDE OF A CONCRETE FILLED 8-INCH TILE PIPE PROJECTING
 JU3331'ABOUT 3 INCHES ABOVE THE GROUND.
 JU3331'
 JU3331'THE REFERENCE MARK IS SET IN A CONCRETE POST FLUSH WITH THE
 JU3331'GROUND IN THE TOP OF THE DIKE SW OF THE STATION.
 JU3331
 JU3331                          STATION RECOVERY (1946)
 JU3331
 JU3331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3331'STATION RECOVERED AS DESCRIBED, ORIGINAL DESCRIPTION
 JU3331'ADEQUATE.  DISTANCES TO REFERENCE MARK CHECKED.  MAKE FOLLOWING
 JU3331'CHANGE--
 JU3331'
 JU3331'CHANGE - ABOUT 10 FEET E OF HIGH-WATER LINE TO - ON HIGH-WATER
 JU3331'LINE.
 JU3331'
 JU3331'DUE TO THE EROSION ON HIGH-WATER LINE IN LAST FIVE YEARS, IT IS
 JU3331'BELIEVED THAT THE STATION WILL EVENTUALLY BE LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3939 ***********************************************************************
 KV3939  DESIGNATION -  FILL
 KV3939  PID         -  KV3939
 KV3939  STATE/COUNTY-  NJ/BERGEN
 KV3939  USGS QUAD   -  WEEHAWKEN (1995)
 KV3939
 KV3939                         *CURRENT SURVEY CONTROL
 KV3939  ___________________________________________________________________
 KV3939* NAD 83(1996)-  40 51 35.00731(N)    074 01 55.28807(W)     ADJUSTED  
 KV3939* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV3939  ___________________________________________________________________
 KV3939  LAPLACE CORR-           7.70  (seconds)                    DEFLEC99
 KV3939  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV3939
 KV3939  HORZ ORDER  -  THIRD
 KV3939
 KV3939.The horizontal coordinates were established by classical geodetic methods
 KV3939.and adjusted by the National Geodetic Survey in September 1999..
 KV3939
 KV3939.The orthometric height was scaled from a topographic map.
 KV3939
 KV3939.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3939
 KV3939.The geoid height was determined by GEOID03.
 KV3939
 KV3939;                    North         East     Units Scale Factor Converg.
 KV3939;SPC NJ       -   225,076.549   189,452.684   MT  0.99991915   +0 18 22.2
 KV3939;SPC NJ       -   738,438.64    621,562.68   sFT  0.99991915   +0 18 22.2
 KV3939;SPC NY L     -    76,962.131   297,299.925   MT  0.99999491   -0 01 15.4
 KV3939;SPC NY L     -   252,499.92    975,391.50   sFT  0.99999491   -0 01 15.4
 KV3939;UTM  18      - 4,523,636.172   581,581.141   MT  0.99968192   +0 37 59.9
 KV3939
 KV3939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3939!SPC NJ       -   1.00000488  x   0.99991915  =   0.99992403
 KV3939!SPC NY L     -   1.00000488  x   0.99999491  =   0.99999979
 KV3939!UTM  18      -   1.00000488  x   0.99968192  =   0.99968680
 KV3939
 KV3939|---------------------------------------------------------------------|
 KV3939| PID    Reference Object                     Distance      Geod. Az  |
 KV3939|                                                           dddmmss.s |
 KV3939| KV3949 EAST BOAT CLUB                      287.447 METERS 00150     |
 KV3939| CB5924 FILL RM 1                                          06227     |
 KV3939| KV3933 RIDGEFIELD PARK BELL TOWER          APPROX. 0.7 KM 1224954.1 |
 KV3939| KV3934 PARK                                416.532 METERS 1421757.9 |
 KV3939| CB5925 FILL RM 2                                          15030     |
 KV3939| KV4025 RIDGE                               424.134 METERS 1645905.3 |
 KV3939| KV3940 SAND                                129.322 METERS 25813     |
 KV3939| KV3947 WEST                                340.964 METERS 34114     |
 KV3939|---------------------------------------------------------------------|
 KV3939
 KV3939                          SUPERSEDED SURVEY CONTROL
 KV3939
 KV3939  NAD 83(1996)-  40 51 35.00715(N)    074 01 55.28817(W) AD(       ) 3
 KV3939  NAD 83(1996)-  40 51 35.00612(N)    074 01 55.28966(W) AD(       ) 3
 KV3939  NAD 83(1992)-  40 51 35.00401(N)    074 01 55.29023(W) AD(       ) 3
 KV3939  NAD 83(1986)-  40 51 35.01207(N)    074 01 55.28608(W) AD(       ) 3
 KV3939  NAD 27      -  40 51 34.65200(N)    074 01 56.78800(W) AD(       ) 3
 KV3939
 KV3939.Superseded values are not recommended for survey control.
 KV3939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3939.See file dsdata.txt to determine how the superseded data were derived.
 KV3939
 KV3939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8158123636(NAD 83)
 KV3939_MARKER: DS = TRIANGULATION STATION DISK
 KV3939_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV3939_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV3939
 KV3939  HISTORY     - Date     Condition        Report By
 KV3939  HISTORY     - 1914     MONUMENTED       CGS
 KV3939  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV3939
 KV3939                          STATION DESCRIPTION
 KV3939
 KV3939'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV3939'STATION IS ON THE E SIDE OF HACKENSACK RIVER, ABOUT 6 METERS
 KV3939'(20 FEET) FROM HIGH-WATER LINE, ABOUT 1/6 MILE BELOW THE EAST
 KV3939'BOAT CLUBHOUSE, AND 1/8 MILE SW OF A NEW PAPER FACTORY.
 KV3939'
 KV3939'THE STATION IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP OF
 KV3939'A 4-INCH TILE PIPE PROJECTING 2 INCHES ABOVE THE GROUND SURFACE.
 KV3939'
 KV3939'THE SUBSURFACE MARK IS A BURIED BOTTLE.
 KV3939'
 KV3939'TWO REFERENCE MARKS, EACH A COPPER NAIL SET IN CEMENT IN A
 KV3939'3-INCH TILE PIPE, ARE PLACED RESPECTIVELY 15.928 METERS (52.26
 KV3939'FEET) N 73 DEG E AND 18.242 METERS (59.85 FEET) S 22 DEG E FROM
 KV3939'THE STATION.  AT THE STATION THE STEEL STACK OF THE SCHMULTZ
 KV3939'BRICK COMPANY AND THE PEAK OF THEIR SOUTHERN KILN SHED ARE IN
 KV3939'RANGE.
 KV3939
 KV3939                          STATION RECOVERY (1932)
 KV3939
 KV3939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3939'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4159 ***********************************************************************
 KV4159  DESIGNATION -  FILL
 KV4159  PID         -  KV4159
 KV4159  STATE/COUNTY-  NJ/HUDSON
 KV4159  USGS QUAD   -  ORANGE (1981)
 KV4159
 KV4159                         *CURRENT SURVEY CONTROL
 KV4159  ___________________________________________________________________
 KV4159* NAD 83(1996)-  40 45 55.48385(N)    074 09 26.93611(W)     ADJUSTED  
 KV4159* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4159  ___________________________________________________________________
 KV4159  LAPLACE CORR-           5.92  (seconds)                    DEFLEC99
 KV4159  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KV4159
 KV4159  HORZ ORDER  -  THIRD
 KV4159
 KV4159.The horizontal coordinates were established by classical geodetic methods
 KV4159.and adjusted by the National Geodetic Survey in September 1999..
 KV4159
 KV4159.The orthometric height was scaled from a topographic map.
 KV4159
 KV4159.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4159
 KV4159.The geoid height was determined by GEOID03.
 KV4159
 KV4159;                    North         East     Units Scale Factor Converg.
 KV4159;SPC NJ       -   214,555.245   178,916.859   MT  0.99991029   +0 13 25.2
 KV4159;SPC NJ       -   703,920.00    586,996.39   sFT  0.99991029   +0 13 25.2
 KV4159;SPC NY L     -    66,500.257   286,703.396   MT  0.99999599   -0 06 10.8
 KV4159;SPC NY L     -   218,176.26    940,626.06   sFT  0.99999599   -0 06 10.8
 KV4159;UTM  18      - 4,513,057.510   571,108.044   MT  0.99966223   +0 33 00.6
 KV4159
 KV4159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4159!SPC NJ       -   1.00000495  x   0.99991029  =   0.99991524
 KV4159!SPC NY L     -   1.00000495  x   0.99999599  =   1.00000094
 KV4159!UTM  18      -   1.00000495  x   0.99966223  =   0.99966718
 KV4159
 KV4159:                Primary Azimuth Mark                     Grid Az
 KV4159:SPC NJ       -  MAGNESIA COMPANY STACK                   010 44 42.4
 KV4159:SPC NY L     -  MAGNESIA COMPANY STACK                   011 04 18.4
 KV4159:UTM  18      -  MAGNESIA COMPANY STACK                   010 25 07.0
 KV4159
 KV4159|---------------------------------------------------------------------|
 KV4159| PID    Reference Object                     Distance      Geod. Az  |
 KV4159|                                                           dddmmss.s |
 KV4159| KV4151 MAGNESIA COMPANY STACK              APPROX. 0.9 KM 0105807.6 |
 KV4159| KV4204 LIGHT CHIMNEY                       APPROX. 1.5 KM 0192819.3 |
 KV4159| CB5922 FILL RM 1                                          12001     |
 KV4159| KV4193 LIN 1913                            APPROX. 0.5 KM 1973816.5 |
 KV4159| CB5923 FILL RM 2                                          21809     |
 KV4159| KV4154 PATTON 1913                         220.517 METERS 30024     |
 KV4159|---------------------------------------------------------------------|
 KV4159
 KV4159                          SUPERSEDED SURVEY CONTROL
 KV4159
 KV4159  NAD 83(1996)-  40 45 55.48363(N)    074 09 26.93637(W) AD(       ) 3
 KV4159  NAD 83(1986)-  40 45 55.47934(N)    074 09 26.94157(W) AD(       ) 3
 KV4159  NAD 27      -  40 45 55.12000(N)    074 09 28.42300(W) AD(       ) 3
 KV4159
 KV4159.Superseded values are not recommended for survey control.
 KV4159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4159.See file dsdata.txt to determine how the superseded data were derived.
 KV4159
 KV4159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7110813058(NAD 83)
 KV4159_MARKER: DS = TRIANGULATION STATION DISK
 KV4159_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4159_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4159
 KV4159  HISTORY     - Date     Condition        Report By
 KV4159  HISTORY     - 1913     MONUMENTED       CGS
 KV4159  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4159
 KV4159                          STATION DESCRIPTION
 KV4159
 KV4159'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4159'STATION IS ON THE E SIDE OF PASSAIC RIVER, ON A FILLED IN DOCK
 KV4159'BELONGING TO THE NAIM LINOLEUM COMPANY WHOSE WORKS ARE 5/16
 KV4159'MILE BELOW.
 KV4159'
 KV4159'THE STATION IS 6.05 FEET FROM THE NW CORNER OF THE DOCK AND IS
 KV4159'MARKED BY A C. AND G.S. STANDARD BRASS DISK CEMENTED IN THE TOP
 KV4159'OF A 4-INCH TILE PIPE AND SUNK TO THE SURFACE LEVEL.
 KV4159'
 KV4159'THE SUBSURFACE MARK IS A BURIED BOTTLE SET IN CONCRETE.
 KV4159'
 KV4159'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CONCRETE CONTAINED
 KV4159'IN A 4-INCH TILE PIPE AND SUNK TO THE SURFACE LEVEL, ARE PLACED
 KV4159'RESPECTIVELY 43.4 FEET S 51 DEG E AND 43.9 FEET S 49 DEG W FROM
 KV4159'THE STATION.
 KV4159
 KV4159                          STATION RECOVERY (1933)
 KV4159
 KV4159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4159'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3346 ***********************************************************************
 JU3346  DESIGNATION -  FILTER
 JU3346  PID         -  JU3346
 JU3346  STATE/COUNTY-  NJ/CUMBERLAND
 JU3346  USGS QUAD   -  MILLVILLE (1997)
 JU3346
 JU3346                         *CURRENT SURVEY CONTROL
 JU3346  ___________________________________________________________________
 JU3346* NAD 83(1996)-  39 22 38.24573(N)    075 02 07.71906(W)     ADJUSTED  
 JU3346* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 JU3346  ___________________________________________________________________
 JU3346  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 JU3346  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JU3346
 JU3346  HORZ ORDER  -  SECOND
 JU3346
 JU3346.The horizontal coordinates were established by classical geodetic methods
 JU3346.and adjusted by the National Geodetic Survey in September 1999..
 JU3346
 JU3346.The orthometric height was scaled from a topographic map.
 JU3346
 JU3346.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3346
 JU3346.The geoid height was determined by GEOID03.
 JU3346
 JU3346;                    North         East     Units Scale Factor Converg.
 JU3346;SPC NJ       -    60,519.494   103,865.346   MT  0.99992620   -0 20 23.0
 JU3346;SPC NJ       -   198,554.37    340,764.89   sFT  0.99992620   -0 20 23.0
 JU3346;SPC DE       -   152,960.962   232,844.844   MT  1.00000828   +0 14 30.6
 JU3346;SPC DE       -   501,839.42    763,925.13   sFT  1.00000828   +0 14 30.6
 JU3346;UTM  18      - 4,358,646.872   496,944.321   MT  0.99960011   -0 01 21.0
 JU3346
 JU3346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3346!SPC NJ       -   1.00000475  x   0.99992620  =   0.99993095
 JU3346!SPC DE       -   1.00000475  x   1.00000828  =   1.00001303
 JU3346!UTM  18      -   1.00000475  x   0.99960011  =   0.99960486
 JU3346
 JU3346|---------------------------------------------------------------------|
 JU3346| PID    Reference Object                     Distance      Geod. Az  |
 JU3346|                                                           dddmmss.s |
 JU3346| CB1501 FILTER RM 1                          26.654 METERS 02511     |
 JU3346| CB1502 FILTER RM 2                          33.443 METERS 13329     |
 JU3346| CB1500 FILTER AZ MK                                       1735801.0 |
 JU3346|---------------------------------------------------------------------|
 JU3346
 JU3346                          SUPERSEDED SURVEY CONTROL
 JU3346
 JU3346  NAD 83(1991)-  39 22 38.23665(N)    075 02 07.71842(W) AD(       ) 2
 JU3346  NAD 83(1986)-  39 22 38.22841(N)    075 02 07.71872(W) AD(       ) 2
 JU3346  NAD 27      -  39 22 37.81300(N)    075 02 09.08400(W) AD(       ) 2
 JU3346
 JU3346.Superseded values are not recommended for survey control.
 JU3346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3346.See file dsdata.txt to determine how the superseded data were derived.
 JU3346
 JU3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9694458647(NAD 83)
 JU3346_MARKER: DS = TRIANGULATION STATION DISK
 JU3346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3346
 JU3346  HISTORY     - Date     Condition        Report By
 JU3346  HISTORY     - 1935     MONUMENTED       CGS
 JU3346  HISTORY     - 1970     MARK NOT FOUND   NGS
 JU3346  HISTORY     - 1972     SEE DESCRIPTION  LOCENG
 JU3346  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 JU3346
 JU3346                          STATION DESCRIPTION
 JU3346
 JU3346'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU3346'FILTER IS ABOUT 1.3 MILES SOUTH OF THE CITY OF MILLVILLE AT THE
 JU3346'MILLVILLE FILTRATION PLANT, 27.93 FEET NORTH OF THE NORTHEAST
 JU3346'CORNER OF THE WESTERNMOST SET OF SETTLING TANKS, 48.50 FEET
 JU3346'SOUTHWEST OF THE NORTHWEST CORNER OF A BRICK CHIMNEY AT THE
 JU3346'NORTHWEST CORNER OF OFFICE BUILDING, 56.30 FEET WEST OF THE
 JU3346'CENTER OF MANHOLE COVER, AND PROJECTS 2 INCHES.
 JU3346'
 JU3346'TO REACH FROM THE CORNER OF SECOND AND MAIN STREETS IN MILLVILLE.
 JU3346'GO SOUTH ON SECOND STREET (STATE HIGHWAY 49) 1.2 MILES TO GULF
 JU3346'FILLING STATION ON RIGHT, TURN RIGHT ON GRAVEL ROAD FOR 0.5 MILE TO
 JU3346'CITY FILTRATION PLANT AND STATION SITE.
 JU3346'
 JU3346'REFERENCE MARK NO. 1 IS 87.45 FEET (26.654 METERS) NORTH-NORTHEAST
 JU3346'OF THE STATION, 2 PACES SOUTH OF POLE (MIL. NO. 1059), 2 PACES
 JU3346'WEST OF CENTERLINE OF DRIVEWAY, AND PROJECTS 3 INCHES.
 JU3346'
 JU3346'REFERENCE MARK NO. 2 IS 99.87 FEET (33.443 METERS) SOUTH-SOUTHEAST
 JU3346'OF THE STATION, SET IN THE NORTH WALL OF THE EASTERNMOST SET OF
 JU3346'SETTLING TANKS, 2-1/2 PACES FROM THE NORTHWEST CORNER, AND IS FLUSH
 JU3346'WITH THE WALL.
 JU3346'
 JU3346'AZIMUTH MARK IS 0.20 MILE SOUTH OF THE STATION, IN THE CENTER
 JU3346'OF THE SECOND SAND RIDGE.  THE MARK IS A STANDARD DISK, AND
 JU3346'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 JU3346'
 JU3346'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED FROM THIS STATION.
 JU3346'
 JU3346'REFERENCE MARK NO. 2 IS 151.87 FEET SOUTH OF REFERENCE MARK NO. 1.
 JU3346
 JU3346                          STATION RECOVERY (1970)
 JU3346
 JU3346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU3346'THE STATION MARK AND R.M. NO. 2 WERE NOT FOUND.  R.M. NO. 1 WAS
 JU3346'FOUND IN GOOD CONDITION.  THE FILTRATION PLANT HAS BEEN UNDER
 JU3346'CONSTRUCTION SEVERAL TIMES SINCE THE STATION WAS ESTABLISHED AND
 JU3346'THE MARKS ARE BELIEVED TO BE DESTROYED.
 JU3346'
 JU3346'R.M. NO. 1 IS 59.5 FEET SOUTH OF A FIRE PLUG, 51.0 FEET SOUTHWEST
 JU3346'OF THE SOUTHWEST CORNER OF A HOUSE AND 9.5 FEET SOUTH OF A POWER
 JU3346'POLE.  THE MARK IS FLUSH WITH THE GROUND.
 JU3346'
 JU3346'THE ORIGINAL DESCRIPTION IS ADEQUATE TO REACH THE MARK.
 JU3346'
 JU3346'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3346'1.3 MILES SOUTH OF MILLVILLE.
 JU3346
 JU3346                          STATION RECOVERY (1972)
 JU3346
 JU3346'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 JU3346'STATION RECOVERED BY DE LEUW CATHER COMPANY.
 JU3346'
 JU3346'REFERENCE MARK 1 WAS FOUND WITH THE DISK BADLY
 JU3346'DISFIGURED.  REFERENCE MARK 2 HAS BEEN DESTROYED.  THE AZIMUTH MARK
 JU3346'WAS NOT RECOVERED.
 JU3346'
 JU3346'THE FILTER PLANT HAS BEEN RECONSTRUCTED.  THE STATION HAS BEEN
 JU3346'DISPLACED BUT CAN BE RESET.  WE ANTICIPATE RECOVERING THE
 JU3346'SUBSURFACE STATION IN OCTOBER 1972.
 JU3346
 JU3346                          STATION RECOVERY (1995)
 JU3346
 JU3346'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU3346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3766 ***********************************************************************
 JU3766  DESIGNATION -  FINNS POINT REAR RANGE LIGHT
 JU3766  PID         -  JU3766
 JU3766  STATE/COUNTY-  NJ/SALEM
 JU3766  USGS QUAD   -  DELAWARE CITY (1993)
 JU3766
 JU3766                         *CURRENT SURVEY CONTROL
 JU3766  ___________________________________________________________________
 JU3766* NAD 83(1996)-  39 37 01.47725(N)    075 32 02.02501(W)     ADJUSTED  
 JU3766* NAVD 88     -                                                        
 JU3766  ___________________________________________________________________
 JU3766  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 JU3766  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JU3766
 JU3766  HORZ ORDER  -  THIRD
 JU3766
 JU3766.The horizontal coordinates were established by classical geodetic methods
 JU3766.and adjusted by the National Geodetic Survey in September 1999..
 JU3766
 JU3766
 JU3766.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3766
 JU3766.The geoid height was determined by GEOID03.
 JU3766
 JU3766;                    North         East     Units Scale Factor Converg.
 JU3766;SPC NJ       -    87,513.105    61,228.433   MT  0.99999699   -0 39 33.5
 JU3766;SPC NJ       -   287,115.91    200,880.28   sFT  0.99999699   -0 39 33.5
 JU3766;SPC DE       -   179,520.375   189,933.705   MT  0.99999625   -0 04 29.1
 JU3766;SPC DE       -   588,976.43    623,140.83   sFT  0.99999625   -0 04 29.1
 JU3766;UTM  18      - 4,385,394.069   454,173.146   MT  0.99962586   -0 20 25.6
 JU3766
 JU3766                          SUPERSEDED SURVEY CONTROL
 JU3766
 JU3766  NAD 83(1991)-  39 37 01.47539(N)    075 32 02.02395(W) AD(       ) 4
 JU3766  NAD 83(1986)-  39 37 01.46798(N)    075 32 02.03223(W) AD(       ) 4
 JU3766  NAD 27      -  39 37 01.06300(N)    075 32 03.31000(W) AD(       ) 3
 JU3766
 JU3766.Superseded values are not recommended for survey control.
 JU3766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3766.See file dsdata.txt to determine how the superseded data were derived.
 JU3766
 JU3766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5417385394(NAD 83)
 JU3766_MARKER: 14 = NAVIGATION LIGHT
 JU3766_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3766
 JU3766  HISTORY     - Date     Condition        Report By
 JU3766  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3766  HISTORY     - 1975     GOOD             NGS
 JU3766  HISTORY     - 1982     GOOD             NOS
 JU3766  HISTORY     - 19910612 GOOD             USPSQD
 JU3766
 JU3766                          STATION DESCRIPTION
 JU3766
 JU3766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3766'THE STATION IS UNMISTAKABLE.  TO REACH THE 115 FOOT TOWER FROM
 JU3766'SALEM, N.J., GO NORTH ON ROUTE 49 AND TURN LEFT ON LIGHT HOUSE
 JU3766'ROAD.  THE STATION IS AT THE END OF THIS ROAD.
 JU3766
 JU3766                          STATION RECOVERY (1982)
 JU3766
 JU3766'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU3766'RECOVERED AS DESCRIBED.
 JU3766
 JU3766                          STATION RECOVERY (1991)
 JU3766
 JU3766'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAR)
 JU3766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3523 ***********************************************************************
 KV3523  DESIGNATION -  FIRE HYDRANT NJDCED
 KV3523  PID         -  KV3523
 KV3523  STATE/COUNTY-  NJ/ESSEX
 KV3523  USGS QUAD   -  ELIZABETH (1995)
 KV3523
 KV3523                         *CURRENT SURVEY CONTROL
 KV3523  ___________________________________________________________________
 KV3523* NAD 83(1986)-  40 44 49.     (N)    074 10 13.     (W)     SCALED    
 KV3523* NAVD 88     -        11.53   (meters)      37.8    (feet)  RESET     
 KV3523  ___________________________________________________________________
 KV3523  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KV3523
 KV3523  VERT ORDER  -  THIRD
 KV3523
 KV3523.The horizontal coordinates were scaled from a topographic map and have
 KV3523.an estimated accuracy of +/- 6 seconds.
 KV3523
 KV3523.The orthometric height was computed from unverified reset data.
 KV3523
 KV3523.The geoid height was determined by GEOID03.
 KV3523
 KV3523;                    North         East    Units  Estimated Accuracy
 KV3523;SPC NJ       -   212,500.      177,840.      MT  (+/- 180 meters Scaled)
 KV3523
 KV3523                          SUPERSEDED SURVEY CONTROL
 KV3523
 KV3523  NGVD 29 (??/??/??)   11.87   (m)           38.9    (f) RESET       3  
 KV3523
 KV3523.Superseded values are not recommended for survey control.
 KV3523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3523.See file dsdata.txt to determine how the superseded data were derived.
 KV3523
 KV3523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL700109(NAD 83)
 KV3523_MARKER: Z = SEE DESCRIPTION
 KV3523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV3523_SP_SET: FIRE HYDRANT
 KV3523_STAMPING: FIRE HYDRANT 1963
 KV3523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3523+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2005
 KV3523
 KV3523  HISTORY     - Date     Condition        Report By
 KV3523  HISTORY     - 1963     MONUMENTED       CGS
 KV3523  HISTORY     - 19940824 GOOD             USPSQD
 KV3523  HISTORY     - 20051125 GOOD             GEOCAC
 KV3523
 KV3523                          STATION DESCRIPTION
 KV3523
 KV3523'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KV3523'AT NEWARK.
 KV3523'AT NEWARK, ESSEX COUNTY, A FIRE HYDRANT AT THE JUNCTION OF BROAD AND
 KV3523'DIVISION STREETS, ON THE EAST SIDE OF BROAD STREET AND THE NORTH SIDE
 KV3523'OF DIVISION STREET. THE LETTER 'O' IN THE WORD 'OPEN' ON THE TOP OF
 KV3523'THE CAGE SURROUNDING THE HYDRANT VALVE STEM.
 KV3523
 KV3523                          STATION RECOVERY (1994)
 KV3523
 KV3523'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3523'RECOVERED IN GOOD CONDITION.
 KV3523
 KV3523                          STATION RECOVERY (2005)
 KV3523
 KV3523'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV3523'DIVISION STREET DISAPPEARED DURING CONSTRUCTION OF BEARS AND EAGLES
 KV3523'RIVERFRONT STADIUM.  THERE IS MAJOR CONSTRUCTION OF A TROLLEY AT THIS
 KV3523'LOCATION.  THE STATION IS STILL THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2995 ***********************************************************************
 JU2995  DESIGNATION -  FIRE LOT NEAR BATSTO
 JU2995  PID         -  JU2995
 JU2995  STATE/COUNTY-  NJ/BURLINGTON
 JU2995  USGS QUAD   -  ATSION (1997)
 JU2995
 JU2995                         *CURRENT SURVEY CONTROL
 JU2995  ___________________________________________________________________
 JU2995* NAD 83(1996)-  39 38 58.18480(N)    074 38 33.84215(W)     ADJUSTED  
 JU2995* NAVD 88     -                                                        
 JU2995  ___________________________________________________________________
 JU2995  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 JU2995  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JU2995
 JU2995  HORZ ORDER  -  THIRD
 JU2995
 JU2995.The horizontal coordinates were established by classical geodetic methods
 JU2995.and adjusted by the National Geodetic Survey in September 1999..
 JU2995
 JU2995
 JU2995.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2995
 JU2995.The geoid height was determined by GEOID03.
 JU2995
 JU2995;                    North         East     Units Scale Factor Converg.
 JU2995;SPC NJ       -    90,611.108   137,750.532   MT  0.99990185   -0 05 27.9
 JU2995;SPC NJ       -   297,279.94    451,936.54   sFT  0.99990185   -0 05 27.9
 JU2995;UTM  18      - 4,388,916.836   530,651.512   MT  0.99961157   +0 13 40.7
 JU2995
 JU2995                          SUPERSEDED SURVEY CONTROL
 JU2995
 JU2995  NAD 83(1986)-  39 38 58.17177(N)    074 38 33.83188(W) AD(       ) 4
 JU2995  NAD 27      -  39 38 57.75000(N)    074 38 35.28000(W) AD(       ) 3
 JU2995
 JU2995.Superseded values are not recommended for survey control.
 JU2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2995.See file dsdata.txt to determine how the superseded data were derived.
 JU2995
 JU2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3065288917(NAD 83)
 JU2995_MARKER: 57 = LOOKOUT TOWER
 JU2995_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2995+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1995
 JU2995
 JU2995  HISTORY     - Date     Condition        Report By
 JU2995  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU2995  HISTORY     - 19950425 GOOD             NJGS
 JU2995
 JU2995                          STATION DESCRIPTION
 JU2995
 JU2995'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU2995'THE STATION IS LOCATED IN WASHINGTON TOWNSHIP, APPROXIMATELY 8
 JU2995'MILES NORTH OF EGG HARBOR, 0.6 MILE NORTHEAST OF BATSTO, AT THE
 JU2995'BATSTO FIRE TOWER.
 JU2995'
 JU2995'TO REACH STATION FROM PENNSYLVANIA RAILROAD STATION IN
 JU2995'HAMMONTON, GO NORTH ON BELLEVUE AVENUE FOR 1.15 MILES TO
 JU2995'U.S. HIGHWAY 30, TURN RIGHT AND GO 1.4 MILES TO TAR ROAD LEFT,
 JU2995'TURN LEFT AND GO 6.9 MILES OR 0.9 MILE BEYOND SURFACED ROAD,
 JU2995'RIGHT, TAKE REVERSED Y TO LEFT AND GO 0.1 MILE TO GRAVEL ROAD
 JU2995'BEARING HALF-RIGHT, TAKE THIS ROAD AND GO 0.6 MILE TO FIRE
 JU2995'TOWER AND STATION SITE.
 JU2995
 JU2995                          STATION RECOVERY (1995)
 JU2995
 JU2995'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU2995'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5232 ***********************************************************************
 KV5232  DESIGNATION -  FISH
 KV5232  PID         -  KV5232
 KV5232  STATE/COUNTY-  NJ/OCEAN
 KV5232  USGS QUAD   -  POINT PLEASANT (1989)
 KV5232
 KV5232                         *CURRENT SURVEY CONTROL
 KV5232  ___________________________________________________________________
 KV5232* NAD 83(1996)-  40 00 57.87691(N)    074 03 28.08245(W)     ADJUSTED  
 KV5232* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5232  ___________________________________________________________________
 KV5232  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 KV5232  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KV5232
 KV5232  HORZ ORDER  -  SECOND
 KV5232
 KV5232.The horizontal coordinates were established by classical geodetic methods
 KV5232.and adjusted by the National Geodetic Survey in September 1999..
 KV5232
 KV5232.The orthometric height was scaled from a topographic map.
 KV5232
 KV5232.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5232
 KV5232.The geoid height was determined by GEOID03.
 KV5232
 KV5232;                    North         East     Units Scale Factor Converg.
 KV5232;SPC NJ       -   131,392.993   187,748.539   MT  0.99991754   +0 17 03.6
 KV5232;SPC NJ       -   431,078.51    615,971.67   sFT  0.99991754   +0 17 03.6
 KV5232;UTM  18      - 4,429,966.732   580,407.622   MT  0.99967959   +0 36 21.1
 KV5232
 KV5232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5232!SPC NJ       -   1.00000493  x   0.99991754  =   0.99992247
 KV5232!UTM  18      -   1.00000493  x   0.99967959  =   0.99968451
 KV5232
 KV5232:                Primary Azimuth Mark                     Grid Az
 KV5232:SPC NJ       -  POINT PLEASANT MUNICIPAL TANK            006 35 26.6
 KV5232:UTM  18      -  POINT PLEASANT MUNICIPAL TANK            006 16 09.1
 KV5232
 KV5232|---------------------------------------------------------------------|
 KV5232| PID    Reference Object                     Distance      Geod. Az  |
 KV5232|                                                           dddmmss.s |
 KV5232| KV5278 POINT PLEASANT MUNICIPAL TANK       APPROX. 7.8 KM 0065230.2 |
 KV5232| KV5270 BAY HEAD WATER TANK                 APPROX. 5.9 KM 0102714.1 |
 KV5232| KV5230 FLAG                                APPROX. 1.4 KM 0182704.5 |
 KV5232| CB5928 FISH RM 1                            18.078 METERS 07817     |
 KV5232| CB5929 FISH RM 2                            30.972 METERS 15351     |
 KV5232| CB5930 FISH RM 3                                          1744149.6 |
 KV5232| JU2600 SEASIDE HEIGHTS STANDPIPE           APPROX. 8.2 KM 1915117.5 |
 KV5232| JU2587 LAVALLETTE STANDPIPE                APPROX. 5.4 KM 1923110.2 |
 KV5232| JU2658 ISLAND HEIGHTS STANDPIPE            APPROX.11.1 KM 2230443.0 |
 KV5232| KV5227 LIGHT STAND A                       APPROX. 2.0 KM 2543841.8 |
 KV5232|---------------------------------------------------------------------|
 KV5232
 KV5232                          SUPERSEDED SURVEY CONTROL
 KV5232
 KV5232  NAD 83(1986)-  40 00 57.87078(N)    074 03 28.07910(W) AD(       ) 2
 KV5232  NAD 27      -  40 00 57.44900(N)    074 03 29.58900(W) AD(       ) 2
 KV5232
 KV5232.Superseded values are not recommended for survey control.
 KV5232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5232.See file dsdata.txt to determine how the superseded data were derived.
 KV5232
 KV5232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8040829967(NAD 83)
 KV5232_MARKER: DS = TRIANGULATION STATION DISK
 KV5232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5232
 KV5232  HISTORY     - Date     Condition        Report By
 KV5232  HISTORY     - 1932     MONUMENTED       CGS
 KV5232  HISTORY     - 1935     GOOD             CGS
 KV5232  HISTORY     - 1935     GOOD             CGS
 KV5232  HISTORY     - 1936     GOOD             NJGS
 KV5232  HISTORY     - 1951     GOOD             CGS
 KV5232  HISTORY     - 1962     MARK NOT FOUND   CGS
 KV5232
 KV5232                          STATION DESCRIPTION
 KV5232
 KV5232'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 KV5232'STATION IS 266 FEET W OF ROUTE 37 AND 91 FEET W OF W RAIL OF THE
 KV5232'NEW JERSEY CENTRAL RAILROAD BEHIND THE BAY HEAD FISHERIES
 KV5232'BUILDING, WHICH IS 1.5 MILES S OF THE MANTOLOKING
 KV5232'RAILROAD STATION (DOWNER AVENUE).
 KV5232'
 KV5232'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5232'DISKS SET IN CONCRETE.
 KV5232'
 KV5232'REFERENCE MARK NO.1 IS 59.34 FEET E OF THE STATION, 4 FEET
 KV5232'E OF TELEPHONE POLE, AND 56.8 FEET W OF THE W RAIL OF THE NEW
 KV5232'JERSEY CENTRAL RAILROAD TRACK.  REFERENCE MARK NO.2 IS 101.7
 KV5232'FEET SSE OF STATION, AND 28.5 FEET W OF THE W RAIL OF THE NEW
 KV5232'JERSEY CENTRAL RAILROAD TRACK.  REFERENCE MARK NO.3 IS 0.2
 KV5232'MILE BY HIGHWAY (ROUTE 37) S OF THE STATION.  IT IS ON THE E
 KV5232'SIDE OF THE ROAD 5 FEET N OF A TELEPHONE POLE, AND 22.5 FEET E
 KV5232'OF THE CENTER LINE OF ROUTE 37.
 KV5232'
 KV5232'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS.
 KV5232
 KV5232                          STATION RECOVERY (1935)
 KV5232
 KV5232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (BML)
 KV5232'FOUND IN FIELD.
 KV5232'
 KV5232'NOTE--A TRAVERSE RUN TO MANTALOKING BASED ON BEARING FROM
 KV5232'REFERENCE MARK NO.2 WAS 10 MINUTES OUT AT FINISH.  A TRAVERSE
 KV5232'RUN FROM FISH TRIANGULATION STATION TO CHADWICK WAS 7 MINUTES
 KV5232'OUT-BASED ON THE SAME REFERENCE MARK NO.2.  I BELIEVE REFERENCE
 KV5232'MARK NO.2 IS IN ERROR.
 KV5232
 KV5232                          STATION RECOVERY (1935)
 KV5232
 KV5232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JCS)
 KV5232'STATION WAS RECOVERED AND THE ORIGINAL DESCRIPTION FOUND TO BE
 KV5232'ADEQUATE AND CORRECT EXCEPT FOR THE CORRECTION NOTED
 KV5232'BELOW.  THE DIRECTIONS AND DISTANCES TO REFERENCE MARK NO.1
 KV5232'AND REFERENCE MARK NO.2 WERE REMEASURED AND FOUND TO BE
 KV5232'CORRECT EXCEPT THAT THE ANGLE FROM TRIANGULATION STATION
 KV5232'CHADWICK TO REFERENCE MARK NO.2 IS 326 DEG 28 MIN 14.9
 KV5232'SEC INSTEAD OF 326 DEG 18 MIN 01.6 SEC AS LISTED IN THE
 KV5232'DESCRIPTION FOR THIS STATION.
 KV5232
 KV5232                          STATION RECOVERY (1936)
 KV5232
 KV5232'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 KV5232'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  A LARGE
 KV5232'SIGNBOARD HAS BEEN ERECTED ON LINE TO AND ABOUT 200 FEET FROM
 KV5232'REFERENCE MARK NO.3 (AZIMUTH MARK).
 KV5232'
 KV5232'SIGHT IS OBSCURED BY LATTICEWORK UNDER SIGN.
 KV5232
 KV5232                          STATION RECOVERY (1951)
 KV5232
 KV5232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV5232'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 KV5232'CONDITION.  THE DISTANCES TO R.M.S 1 AND 2 WERE MEASURED WITH
 KV5232'A STEEL TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED
 KV5232'DESCRIPTION IS ADEQUATE AND CORRECT WITH THE FOLLOWING EXCEPTION--
 KV5232'
 KV5232'THE RAILROAD TRACK HAS BEEN REMOVED.
 KV5232'
 KV5232'A 4- BY 4-INCH WITNESS POST WAS SET 3.0 FEET N OF THE
 KV5232'STATION.
 KV5232
 KV5232                          STATION RECOVERY (1962)
 KV5232
 KV5232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5232'NOT RECOVERED.  THE FISHERIES BUILDING IS GONE, THE RAILROAD
 KV5232'HAS BEEN REPLACED BY THE SOUTHBOUND LANE OF ROUTE 37 AND A
 KV5232'REAL ESTATE DEVELOPMENT COVERS THE AREA TO THE WEST.  NONE OF
 KV5232'THE MARKS WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7133 ***********************************************************************
 KV7133  DESIGNATION -  FISH PSEG
 KV7133  PID         -  KV7133
 KV7133  STATE/COUNTY-  NJ/WARREN
 KV7133  USGS QUAD   -  WASHINGTON (1976)
 KV7133
 KV7133                         *CURRENT SURVEY CONTROL
 KV7133  ___________________________________________________________________
 KV7133* NAD 83(1996)-  40 50 14.65953(N)    074 57 15.06102(W)     ADJUSTED  
 KV7133* NAVD 88     -       136.5    (meters)     448.     (feet)  GPS OBS   
 KV7133  ___________________________________________________________________
 KV7133  X           -   1,254,474.179 (meters)                     COMP
 KV7133  Y           -  -4,666,830.907 (meters)                     COMP
 KV7133  Z           -   4,148,846.456 (meters)                     COMP
 KV7133  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 KV7133  ELLIP HEIGHT-         103.17  (meters)          (10/23/02) GPS OBS
 KV7133  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KV7133
 KV7133  HORZ ORDER  -  FIRST
 KV7133  ELLP ORDER  -  FOURTH    CLASS I
 KV7133
 KV7133.The horizontal coordinates were established by GPS observations
 KV7133.and adjusted by the National Geodetic Survey in May 1999..
 KV7133
 KV7133.The orthometric height was determined by GPS observations and a
 KV7133.high-resolution geoid model.
 KV7133
 KV7133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7133
 KV7133.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7133
 KV7133.The ellipsoidal height was determined by GPS observations
 KV7133.and is referenced to NAD 83.
 KV7133
 KV7133.The geoid height was determined by GEOID03.
 KV7133
 KV7133;                    North         East     Units Scale Factor Converg.
 KV7133;SPC NJ       -   222,592.137   111,697.198   MT  0.99991805   -0 17 49.2
 KV7133;SPC NJ       -   730,287.70    366,459.89   sFT  0.99991805   -0 17 49.2
 KV7133;UTM  18      - 4,520,708.787   503,862.682   MT  0.99960018   +0 01 47.9
 KV7133
 KV7133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7133!SPC NJ       -   0.99998382  x   0.99991805  =   0.99990187
 KV7133!UTM  18      -   0.99998382  x   0.99960018  =   0.99958400
 KV7133
 KV7133                          SUPERSEDED SURVEY CONTROL
 KV7133
 KV7133  ELLIP H (05/14/99)  103.16   (m)                       GP(       ) 4 1
 KV7133  NAD 83(1986)-  40 50 14.65870(N)    074 57 15.06206(W) AD(       ) 1
 KV7133
 KV7133.Superseded values are not recommended for survey control.
 KV7133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7133.See file dsdata.txt to determine how the superseded data were derived.
 KV7133
 KV7133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0386320709(NAD 83)
 KV7133_MARKER: DD = SURVEY DISK
 KV7133_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV7133_SP_SET: CONCRETE SIDEWALK
 KV7133_STAMPING: FISH
 KV7133_MARK LOGO: PSEG  
 KV7133_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV7133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7133+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2006
 KV7133
 KV7133  HISTORY     - Date     Condition        Report By
 KV7133  HISTORY     - UNK      MONUMENTED       PSEG
 KV7133  HISTORY     - 19930907 GOOD             NJGS
 KV7133  HISTORY     - 20020801 GOOD             LOCENG
 KV7133  HISTORY     - 20060410 GOOD             AASCO
 KV7133
 KV7133                          STATION DESCRIPTION
 KV7133
 KV7133'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7133'THE STATION IS LOCATED IN WHITE TOWNSHIP IN THE CENTER CONCRETE MEDIAN
 KV7133'AT THE ENTRANCE TO THE NEW JERSEY DIVISION OF FISH, GAME AND
 KV7133'WILDLIFE, PEQUEST FISH HATCHERY.  TO REACH THE STATION FROM THE TEE
 KV7133'INTERSECTION OF STATE ROUTE 31 AND U.S. HIGHWAY 46 IN BUTTZVILLE, GO
 KV7133'EAST ON U.S. HIGHWAY 46 FOR 2.5 MI (4.0 KM) TO THE PAVED ENTRANCE
 KV7133'DRIVE LEADING TO THE PEQUEST FISH HATCHERY ON THE RIGHT AND THE
 KV7133'STATION ON THE LEFT, SET FLUSH AT THE NORTHWEST CONCRETE CURB NOSING.
 KV7133'THE STATION IS 9.8 M (32.2 FT) SOUTHWEST FROM THE EXTENDED
 KV7133'CENTERLINE OF THE PAVED ENTRANCE DRIVE LEADING TO THE PEQUEST FISH
 KV7133'HATCHERY, 15.3 M (50.2 FT) NORTH NORTHEAST FROM POLE LY 946 C4 49 AND
 KV7133'3.8 M (12.5 FT) EAST NORTHEAST FROM A 10.2 FT (3.1 M) HIGH TRAFFIC
 KV7133'SIGN FOR THE FISH HATCHERY.
 KV7133
 KV7133                          STATION RECOVERY (2002)
 KV7133
 KV7133'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2002 (AB)
 KV7133'RECOVERED IN GOOD CONDITION.
 KV7133
 KV7133                          STATION RECOVERY (2006)
 KV7133
 KV7133'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV7133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1708 ***********************************************************************
 KV1708  DESIGNATION -  FISHER
 KV1708  PID         -  KV1708
 KV1708  STATE/COUNTY-  NJ/WARREN
 KV1708  USGS QUAD   -  EASTON (1994)
 KV1708
 KV1708                         *CURRENT SURVEY CONTROL
 KV1708  ___________________________________________________________________
 KV1708* NAD 83(1986)-  40 40 01.     (N)    075 10 51.     (W)     SCALED    
 KV1708* NAVD 88     -        56.207  (meters)     184.41   (feet)  ADJUSTED  
 KV1708  ___________________________________________________________________
 KV1708  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KV1708  DYNAMIC HT  -          56.180 (meters)     184.32  (feet)  COMP
 KV1708  MODELED GRAV-     980,153.7   (mgal)                       NAVD 88
 KV1708
 KV1708  VERT ORDER  -  SECOND    CLASS 0
 KV1708
 KV1708.The horizontal coordinates were scaled from a topographic map and have
 KV1708.an estimated accuracy of +/- 6 seconds.
 KV1708
 KV1708.The orthometric height was determined by differential leveling
 KV1708.and adjusted by the National Geodetic Survey in June 1991..
 KV1708
 KV1708.The geoid height was determined by GEOID03.
 KV1708
 KV1708.The dynamic height is computed by dividing the NAVD 88
 KV1708.geopotential number by the normal gravity value computed on the
 KV1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1708.degrees latitude (g = 980.6199 gals.).
 KV1708
 KV1708.The modeled gravity was interpolated from observed gravity values.
 KV1708
 KV1708;                    North         East    Units  Estimated Accuracy
 KV1708;SPC NJ       -   203,790.       92,440.      MT  (+/- 180 meters Scaled)
 KV1708
 KV1708                          SUPERSEDED SURVEY CONTROL
 KV1708
 KV1708  NGVD 29 (??/??/??)   56.431  (m)          185.14   (f) ADJUSTED    2 0
 KV1708
 KV1708.Superseded values are not recommended for survey control.
 KV1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1708.See file dsdata.txt to determine how the superseded data were derived.
 KV1708
 KV1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL847018(NAD 83)
 KV1708_MARKER: DB = BENCH MARK DISK
 KV1708_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1708_SP_SET: SIGNAL BASE
 KV1708_STAMPING: FISHER 1961
 KV1708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1708
 KV1708  HISTORY     - Date     Condition        Report By
 KV1708  HISTORY     - 1961     MONUMENTED       CGS
 KV1708
 KV1708                          STATION DESCRIPTION
 KV1708
 KV1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV1708'2.5 MI S FROM PHILLIPSBURG.
 KV1708'2.5 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE OLD
 KV1708'RAILROAD STATION AT PHILLIPSBURG TO A SIGNAL BETWEEN THE TRACKS.
 KV1708'SET IN THE BASE OF THE SIGNAL IN TOP AND IN THE NORTH EAST CORNER
 KV1708'OF THE BASE.  7 FEET WEST OF THE WEST RAIL OF THE TRACKS ON THE
 KV1708'EAST OF THE SIGNAL, 8 FEET EAST OF THE EAST RAIL OF THE TRACKS
 KV1708'ON THE EAST OF THE SIGNAL, ABOUT 1 FOOT ABOVE THE GROUND AND
 KV1708'LEVEL WITH THE RAILS.  THIS IS THE ONLY SIGNAL IN THE CENTER OF
 KV1708'THE TRACKS IN VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3035 ***********************************************************************
 JU3035  DESIGNATION -  FISHER POINT RANGE REAR LIGHT
 JU3035  PID         -  JU3035
 JU3035  STATE/COUNTY-  NJ/CAMDEN
 JU3035  USGS QUAD   -  CAMDEN (1995)
 JU3035
 JU3035                         *CURRENT SURVEY CONTROL
 JU3035  ___________________________________________________________________
 JU3035* NAD 83(1996)-  39 58 43.64255(N)    075 03 43.56449(W)     ADJUSTED  
 JU3035* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3035  ___________________________________________________________________
 JU3035  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 JU3035  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU3035
 JU3035  HORZ ORDER  -  SECOND
 JU3035
 JU3035.The horizontal coordinates were established by classical geodetic methods
 JU3035.and adjusted by the National Geodetic Survey in September 1999..
 JU3035
 JU3035.The orthometric height was scaled from a topographic map.
 JU3035
 JU3035.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3035
 JU3035.The geoid height was determined by GEOID03.
 JU3035
 JU3035;                    North         East     Units Scale Factor Converg.
 JU3035;SPC NJ       -   127,310.872   101,989.824   MT  0.99992837   -0 21 40.2
 JU3035;SPC NJ       -   417,685.75    334,611.61   sFT  0.99992837   -0 21 40.2
 JU3035;SPC PA S     -    75,161.895   829,564.035   MT  0.99999320   +1 44 38.0
 JU3035;SPC PA S     -   246,593.65  2,721,661.34   sFT  0.99999320   +1 44 38.0
 JU3035;UTM  18      - 4,425,404.922   494,697.416   MT  0.99960035   -0 02 23.6
 JU3035
 JU3035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3035!SPC NJ       -   1.00000505  x   0.99992837  =   0.99993342
 JU3035!SPC PA S     -   1.00000505  x   0.99999320  =   0.99999825
 JU3035!UTM  18      -   1.00000505  x   0.99960035  =   0.99960540
 JU3035
 JU3035:                Primary Azimuth Mark                     Grid Az
 JU3035:SPC NJ       -  HILL                                     055 00 08.4
 JU3035:SPC PA S     -  HILL                                     052 53 50.2
 JU3035:UTM  18      -  HILL                                     054 40 51.8
 JU3035
 JU3035|---------------------------------------------------------------------|
 JU3035| PID    Reference Object                     Distance      Geod. Az  |
 JU3035|                                                           dddmmss.s |
 JU3035| JU3040 HILL                                APPROX. 2.1 KM 0543828.2 |
 JU3035| JU3036 PENSAUKEN M P WATER STANDPIPE       APPROX. 1.7 KM 1475926.5 |
 JU3035| JU3033 TANK                                283.005 METERS 25050     |
 JU3035| JU3022 PHILADELPHIA UNITED GAS TANK        APPROX. 2.2 KM 2880518.6 |
 JU3035|---------------------------------------------------------------------|
 JU3035
 JU3035                          SUPERSEDED SURVEY CONTROL
 JU3035
 JU3035  NAD 83(1991)-  39 58 43.63969(N)    075 03 43.56722(W) AD(       ) 2
 JU3035  NAD 83(1986)-  39 58 43.63712(N)    075 03 43.57058(W) AD(       ) 2
 JU3035  NAD 27      -  39 58 43.23000(N)    075 03 44.93600(W) AD(       ) 2
 JU3035
 JU3035.Superseded values are not recommended for survey control.
 JU3035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3035.See file dsdata.txt to determine how the superseded data were derived.
 JU3035
 JU3035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9469725405(NAD 83)
 JU3035_MARKER: 14 = NAVIGATION LIGHT
 JU3035
 JU3035  HISTORY     - Date     Condition        Report By
 JU3035  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU3035  HISTORY     - 1946     GOOD             CGS
 JU3035
 JU3035                          STATION DESCRIPTION
 JU3035
 JU3035'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3035'STATION RECOVERED IN GOOD CONDITION AND IN ORIGINAL POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5230 ***********************************************************************
 KV5230  DESIGNATION -  FLAG
 KV5230  PID         -  KV5230
 KV5230  STATE/COUNTY-  NJ/OCEAN
 KV5230  USGS QUAD   -  POINT PLEASANT (1989)
 KV5230
 KV5230                         *CURRENT SURVEY CONTROL
 KV5230  ___________________________________________________________________
 KV5230* NAD 83(1996)-  40 01 39.96900(N)    074 03 09.81389(W)     ADJUSTED  
 KV5230* NAVD 88     -                                                        
 KV5230  ___________________________________________________________________
 KV5230  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 KV5230  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV5230
 KV5230  HORZ ORDER  -  THIRD
 KV5230
 KV5230.The horizontal coordinates were established by classical geodetic methods
 KV5230.and adjusted by the National Geodetic Survey in September 1999..
 KV5230
 KV5230
 KV5230.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5230
 KV5230.The geoid height was determined by GEOID03.
 KV5230
 KV5230;                    North         East     Units Scale Factor Converg.
 KV5230;SPC NJ       -   132,693.282   188,175.219   MT  0.99991793   +0 17 15.6
 KV5230;SPC NJ       -   435,344.54    617,371.53   sFT  0.99991793   +0 17 15.6
 KV5230;UTM  18      - 4,431,269.085   580,826.898   MT  0.99968042   +0 36 33.4
 KV5230
 KV5230                          SUPERSEDED SURVEY CONTROL
 KV5230
 KV5230  NAD 83(1986)-  40 01 39.96182(N)    074 03 09.81131(W) AD(       ) 4
 KV5230  NAD 27      -  40 01 39.55400(N)    074 03 11.32900(W) AD(       ) 3
 KV5230
 KV5230.Superseded values are not recommended for survey control.
 KV5230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5230.See file dsdata.txt to determine how the superseded data were derived.
 KV5230
 KV5230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8082731269(NAD 83)
 KV5230_MARKER: DS = TRIANGULATION STATION DISK
 KV5230_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV5230_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5230
 KV5230  HISTORY     - Date     Condition        Report By
 KV5230  HISTORY     - 1934     MONUMENTED       CGS
 KV5230  HISTORY     - 1935     GOOD             CGS
 KV5230  HISTORY     - 1951     GOOD             CGS
 KV5230  HISTORY     - 1962     MARK NOT FOUND   CGS
 KV5230  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV5230  HISTORY     - 19950824 MARK NOT FOUND   USPSQD
 KV5230
 KV5230                          STATION DESCRIPTION
 KV5230
 KV5230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5230'STATION IS CENTER OF FLAGPOLE OF MANTOLOKING COAST GUARD STATION AT
 KV5230'POINT WHERE IT JOINS THE FLAG TOWER.  LOCATED ON THE E SIDE OF OCEAN
 KV5230'AVENUE, MANTOLOKING, ABOUT 0.8 MILE BELOW W MANTOLOKING BRIDGE.
 KV5230'
 KV5230'STATION MARK IS A STANDARD BRONZE DISK SET IN TILE.
 KV5230'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE DISKS
 KV5230'SET IN CONCRETE.
 KV5230'
 KV5230'REFERENCE MARK NO.1 IS TO THE SW NEAR THE STATION HOUSE AND FENCE
 KV5230'LINE.
 KV5230'
 KV5230'REFERENCE MARK NO.2 IS TO THE NW ON THE FENCE LINE.
 KV5230'
 KV5230'REACHED VIA OCEAN AVENUE DIRECT TO STATION.
 KV5230'
 KV5230'FLAGPOLE 85 FEET HIGH.
 KV5230
 KV5230                          STATION RECOVERY (1935)
 KV5230
 KV5230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JCS)
 KV5230'RECOVERED -- DESCRIPTION NOT AT HAND.  THE FLAG TOWER OF THE
 KV5230'MANTOLOKING COAST GUARD STATION, THE USUAL TYPE FOUR-LEG, LATTICE
 KV5230'STEEL STRUCTURE SURMOUNTED BY A POLE.  THE OBJECT POINTED ON IS
 KV5230'THE POLE AT THE APEX OF THE TOWER.
 KV5230'
 KV5230'THE STATION IS MARKED BY A STANDARD TRIANGULATION DISK, SET IN
 KV5230'A CONCRETE MONUMENT AT THE BASE OF THE TOWER.
 KV5230
 KV5230                          STATION RECOVERY (1951)
 KV5230
 KV5230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV5230'FLAGPOLE AND COAST GUARD STATION HAVE BEEN RAZED.  THE SURFACE
 KV5230'MARK WAS RECOVERED BURIED BENEATH 2 FEET OF SAND.  A THIRTY-MINUTE
 KV5230'SEARCH BY A TWO-MAN PARTY FAILED TO REVEAL THE REFERENCE
 KV5230'MARKS.  THE PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT WITH
 KV5230'THE FOLLOWING ADDITIONS--STATION MARK IS 108.5 FEET N OF THE NE
 KV5230'CORNER OF A WHITE SHINGLED HOUSE, 59.5 FEET SE OF THE SE CORNER
 KV5230'OF A BROWN SHINGLED HOUSE, 13.0 FEET W OF THE E FENCE LINE, AND
 KV5230'12.0 FEET S OF THE N FENCE LINE OF THE OLD COAST GUARD
 KV5230'STATION.  THE STATION IS IN OCEAN COUNTY.
 KV5230
 KV5230                          STATION RECOVERY (1962)
 KV5230
 KV5230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5230'NOT RECOVERED.  BURIED VERY DEEP IN BLOWN SAND, NONE OF THE
 KV5230'MARKS WERE FOUND.
 KV5230
 KV5230                          STATION RECOVERY (1987)
 KV5230
 KV5230'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV5230'MARK NOT FOUND.
 KV5230
 KV5230                          STATION RECOVERY (1995)
 KV5230
 KV5230'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5070 ***********************************************************************
 KV5070  DESIGNATION -  FLAGPOLE
 KV5070  PID         -  KV5070
 KV5070  STATE/COUNTY-  NJ/MONMOUTH
 KV5070  USGS QUAD   -  LONG BRANCH (1981)
 KV5070
 KV5070                         *CURRENT SURVEY CONTROL
 KV5070  ___________________________________________________________________
 KV5070* NAD 83(1996)-  40 21 16.49155(N)    074 03 56.22355(W)     ADJUSTED  
 KV5070* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 KV5070  ___________________________________________________________________
 KV5070  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 KV5070  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV5070
 KV5070  HORZ ORDER  -  THIRD
 KV5070
 KV5070.The horizontal coordinates were established by classical geodetic methods
 KV5070.and adjusted by the National Geodetic Survey in September 1999..
 KV5070
 KV5070.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5070
 KV5070.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5070
 KV5070.The geoid height was determined by GEOID03.
 KV5070
 KV5070;                    North         East     Units Scale Factor Converg.
 KV5070;SPC NJ       -   168,973.016   186,897.377   MT  0.99991675   +0 16 52.6
 KV5070;SPC NJ       -   554,372.30    613,179.14   sFT  0.99991675   +0 16 52.6
 KV5070;UTM  18      - 4,467,532.400   579,345.097   MT  0.99967750   +0 36 18.2
 KV5070
 KV5070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5070!SPC NJ       -   1.00000479  x   0.99991675  =   0.99992153
 KV5070!UTM  18      -   1.00000479  x   0.99967750  =   0.99968228
 KV5070
 KV5070:                Primary Azimuth Mark                     Grid Az
 KV5070:SPC NJ       -  MOLLY PITCHER HOTEL CUPOLA               254 06 42.7
 KV5070:UTM  18      -  MOLLY PITCHER HOTEL CUPOLA               253 47 17.1
 KV5070
 KV5070|---------------------------------------------------------------------|
 KV5070| PID    Reference Object                     Distance      Geod. Az  |
 KV5070|                                                           dddmmss.s |
 KV5070| KV5025 MOLLY PITCHER HOTEL CUPOLA          APPROX. 0.7 KM 2542335.3 |
 KV5070| KV5071 RED BANK                            APPROX. 0.8 KM 2770508.1 |
 KV5070|---------------------------------------------------------------------|
 KV5070
 KV5070                          SUPERSEDED SURVEY CONTROL
 KV5070
 KV5070  NAD 83(1986)-  40 21 16.48987(N)    074 03 56.22203(W) AD(       ) 3
 KV5070  NAD 27      -  40 21 16.09641(N)    074 03 57.71977(W) AD(       ) 3
 KV5070  NGVD 29 (07/19/86)    2.3    (m)            8.     (f) VERT ANG       
 KV5070
 KV5070.Superseded values are not recommended for survey control.
 KV5070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5070.See file dsdata.txt to determine how the superseded data were derived.
 KV5070
 KV5070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7934567532(NAD 83)
 KV5070_MARKER: Z = SEE DESCRIPTION
 KV5070_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV5070_SP_SET: FLAGPOLE BASE
 KV5070_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5070
 KV5070  HISTORY     - Date     Condition        Report By
 KV5070  HISTORY     - 1981     MONUMENTED       NOS
 KV5070  HISTORY     - 19920615 MARK NOT FOUND   USPSQD
 KV5070
 KV5070                          STATION DESCRIPTION
 KV5070
 KV5070'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 KV5070'THE STATION IS LOCATED IN THE BORO OF RED BANK,
 KV5070'NEW JERSEY, ON THE SOUTH BANK OF THE NAVESINK RIVER,
 KV5070'AT THE NORTH END OF WHARF AVENUE AT A FLAGPOLE BASE
 KV5070'IN MARINE PARK WHICH IS IMMEDIATELY WEST OF RIVERVIEW
 KV5070'HOSPITAL.
 KV5070'
 KV5070'TO REACH THE STATION FROM THE INTERSECTION OF EAST
 KV5070'FRONT STREET AND BROAD STREET IN THE BORO OF RED
 KV5070'BANK, PROCEED EAST ON EAST FRONT STREET TO THE
 KV5070'FIRST STREET ON THE LEFT (WHARF AVENUE), TURN
 KV5070'LEFT ON WHARF AVENUE AND PROCEED NORTH TO THE
 KV5070'END OF THE ROAD AND THE PARKING AREA OF MARINE
 KV5070'PARK, THENCE TO STATION.
 KV5070'
 KV5070'THE STATION IS A PUNCH HOLE OUTLINED BY A SCRATCHED
 KV5070'TRIANGLE WHICH IS LOCATED IN THE NORTHEAST CORNER OF A
 KV5070'BRONZE PLAQUE WHICH IS AFFIXED TO THE FLAGPOLE BASE AND
 KV5070'IMMEDIATELY NORTHWEST OF THE FLAGPOLE.
 KV5070'IT IS LOCATED
 KV5070'44.5 METERS (146.0 FT) NORTH-NORTHWEST FROM A TWO FOOT DIAMETER
 KV5070'WILLOW TREE IN A TRAFFIC ISLAND,
 KV5070'10.51 METERS (34.5 FT) NORTH-NORTHEAST FROM THE CENTER OF A
 KV5070'DOUBLE STORM DRAIN,
 KV5070'7.78 METERS (25.5 FT) SOUTHWEST FROM A 12 INCH DIAMETER 4 FOOT
 KV5070'HIGH WOODEN PILING,
 KV5070'7.32 METERS (24.0 FT) NORTHEAST FROM THE CENTER OF A 12 INCH
 KV5070'DIAMETER 4 FOOT HIGH WOODEN PILING,
 KV5070'8.78 METERS (28.8 FT) NORTH FROM THE PARKING LOT CURBING,
 KV5070'0.61 METER (2.00 FT) NORTH FROM THE CENTER OF THE FLAGPOLE
 KV5070'
 KV5070'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.57 METERS.
 KV5070
 KV5070                          STATION RECOVERY (1992)
 KV5070
 KV5070'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2788 ***********************************************************************
 KU2788  DESIGNATION -  FLAGPOLE PP
 KU2788  PID         -  KU2788
 KU2788  STATE/COUNTY-  NJ/MONMOUTH
 KU2788  USGS QUAD   -  LONG BRANCH (1981)
 KU2788
 KU2788                         *CURRENT SURVEY CONTROL
 KU2788  ___________________________________________________________________
 KU2788* NAD 83(1996)-  40 19 40.82400(N)    073 59 40.73512(W)     ADJUSTED  
 KU2788* NAVD 88     -         2.     (meters)       7.     (feet)  VERTCON   
 KU2788  ___________________________________________________________________
 KU2788  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 KU2788  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KU2788
 KU2788  HORZ ORDER  -  THIRD
 KU2788
 KU2788.The horizontal coordinates were established by classical geodetic methods
 KU2788.and adjusted by the National Geodetic Survey in September 1999..
 KU2788.No horizontal observational check was made to the station.
 KU2788
 KU2788.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2788
 KU2788.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2788
 KU2788.The geoid height was determined by GEOID03.
 KU2788
 KU2788;                    North         East     Units Scale Factor Converg.
 KU2788;SPC NJ       -   166,054.460   192,942.509   MT  0.99992269   +0 19 37.4
 KU2788;SPC NJ       -   544,797.01    633,012.21   sFT  0.99992269   +0 19 37.4
 KU2788;UTM  18      - 4,464,648.723   585,405.190   MT  0.99968979   +0 39 02.4
 KU2788
 KU2788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2788!SPC NJ       -   1.00000486  x   0.99992269  =   0.99992755
 KU2788!UTM  18      -   1.00000486  x   0.99968979  =   0.99969465
 KU2788
 KU2788                          SUPERSEDED SURVEY CONTROL
 KU2788
 KU2788  NAD 83(1986)-  40 19 40.82259(N)    073 59 40.72868(W) AD(       ) 4
 KU2788  NAD 27      -  40 19 40.42859(N)    073 59 42.23376(W) AD(       ) 3
 KU2788  NGVD 29 (07/19/86)    2.     (m)            7.     (f) VERT ANG       
 KU2788
 KU2788.Superseded values are not recommended for survey control.
 KU2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2788.See file dsdata.txt to determine how the superseded data were derived.
 KU2788
 KU2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8540564649(NAD 83)
 KU2788_MARKER: 62 = FLAGPOLE
 KU2788_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2788
 KU2788  HISTORY     - Date     Condition        Report By
 KU2788  HISTORY     - 1981     FIRST OBSERVED   NOS
 KU2788  HISTORY     - 19920523 GOOD             USPSQD
 KU2788
 KU2788                          STATION DESCRIPTION
 KU2788
 KU2788'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 KU2788'THE STATION,FLAGPOLE PP,IS THE WHITE FLAGPOLE LOCATED AT
 KU2788'THE LONG BRANCH ICE BOAT AND YACHT CLUB IN THE
 KU2788'NORTHWESTERN SECTION OF LONG BRANCH, NEW JERSEY.
 KU2788'
 KU2788'TO REACH THE STATION FROM THE SOUTHERNMOST END OF THE
 KU2788'PATTEN AVENUE BRIDGE OVER MANHASSETT CREEK, PROCEED
 KU2788'SOUTH ON PATTEN AVENUE TO FIRST ROAD ON RIGHT, TURN
 KU2788'RIGHT AND PROCEED 0.16 KM (0.1 MILE) TO MARINE PLACE.
 KU2788'TURN RIGHT ON MARINE PLACE AND PROCEED TO FIRST DRIVEWAY
 KU2788'ON RIGHT, TURN RIGHT AND PROCEED TO THE PARKING AREA OF
 KU2788'THE LONG BRANCH ICE BOAT AND YACHT CLUB AND TO FLAGPOLE.
 KU2788'
 KU2788'STATION IS THE ONLY FLAGPOLE IMMEDIATELY NORTH OF THE
 KU2788'CLUBHOUSE AND ON THE PROPERTY OF THE LONG BRANCH ICE
 KU2788'BOAT AND YACHT CLUB.
 KU2788
 KU2788                          STATION RECOVERY (1992)
 KU2788
 KU2788'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2691 ***********************************************************************
 JU2691  DESIGNATION -  FLAT
 JU2691  PID         -  JU2691
 JU2691  STATE/COUNTY-  NJ/OCEAN
 JU2691  USGS QUAD   -  SHIP BOTTOM (1972)
 JU2691
 JU2691                         *CURRENT SURVEY CONTROL
 JU2691  ___________________________________________________________________
 JU2691* NAD 83(1996)-  39 42 07.28786(N)    074 10 39.60347(W)     ADJUSTED  
 JU2691* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU2691  ___________________________________________________________________
 JU2691  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 JU2691  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JU2691
 JU2691  HORZ ORDER  -  THIRD
 JU2691
 JU2691.The horizontal coordinates were established by classical geodetic methods
 JU2691.and adjusted by the National Geodetic Survey in September 1999..
 JU2691
 JU2691.The orthometric height was scaled from a topographic map.
 JU2691
 JU2691.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2691
 JU2691.The geoid height was determined by GEOID03.
 JU2691
 JU2691;                    North         East     Units Scale Factor Converg.
 JU2691;SPC NJ       -    96,482.627   177,641.736   MT  0.99990940   +0 12 21.3
 JU2691;SPC NJ       -   316,543.42    582,812.93   sFT  0.99990940   +0 12 21.3
 JU2691;UTM  18      - 4,395,008.881   570,498.651   MT  0.99966119   +0 31 31.2
 JU2691
 JU2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2691!SPC NJ       -   1.00000529  x   0.99990940  =   0.99991469
 JU2691!UTM  18      -   1.00000529  x   0.99966119  =   0.99966648
 JU2691
 JU2691:                Primary Azimuth Mark                     Grid Az
 JU2691:SPC NJ       -  HARVEY CEDARS                            113 02 26.1
 JU2691:UTM  18      -  HARVEY CEDARS                            112 43 16.2
 JU2691
 JU2691|---------------------------------------------------------------------|
 JU2691| PID    Reference Object                     Distance      Geod. Az  |
 JU2691|                                                           dddmmss.s |
 JU2691| JU0157 HARVEY CEDARS                       APPROX. 3.2 KM 1131447.4 |
 JU2691| CB1504 FLAT RM 1                            22.200 METERS 25657     |
 JU2691| CB1505 FLAT RM 2                            18.100 METERS 34507     |
 JU2691|---------------------------------------------------------------------|
 JU2691
 JU2691                          SUPERSEDED SURVEY CONTROL
 JU2691
 JU2691  NAD 83(1986)-  39 42 07.27872(N)    074 10 39.59774(W) AD(       ) 3
 JU2691  NAD 27      -  39 42 06.84600(N)    074 10 41.10100(W) AD(       ) 3
 JU2691
 JU2691.Superseded values are not recommended for survey control.
 JU2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2691.See file dsdata.txt to determine how the superseded data were derived.
 JU2691
 JU2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7049995009(NAD 83)
 JU2691_MARKER: DS = TRIANGULATION STATION DISK
 JU2691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2691
 JU2691  HISTORY     - Date     Condition        Report By
 JU2691  HISTORY     - 1935     MONUMENTED       CGS
 JU2691  HISTORY     - 1950     GOOD             CGS
 JU2691  HISTORY     - 1962     GOOD             CGS
 JU2691
 JU2691                          STATION DESCRIPTION
 JU2691
 JU2691'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2691'STATION IS LOCATED ON THE W SIDE OF BARNEGAT BAY OPPOSITE HIGH
 JU2691'POINT, ON THE S SIDE OF FLAT CREEK, ON THE NE END OF A SMALL
 JU2691'NECK OF MARSH LAND.
 JU2691'
 JU2691'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2691'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 JU2691'
 JU2691'STATION IS MARKED BY A STANDARD DISK STAMPED, FLAT 1935 IN TOP
 JU2691'OF A 12- BY 12- BY 3-FOOT MONUMENT PROJECTING 10 INCHES ABOVE
 JU2691'SURFACE OF GROUND.
 JU2691'
 JU2691'REFERENCE MARK NO.1 IS STANDARD DISK STAMPED, FLAT 1935 NO.1
 JU2691'IN A 10- BY 10- BY 3-FOOT MONUMENT AND REFERENCE MARK NO.2 IS A
 JU2691'SIMILAR DISK STAMPED, FLAT 1935 NO.2.
 JU2691'
 JU2691'R.M. NO.1 TO R.M. NO.2 = 28.23 METERS.
 JU2691'
 JU2691'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 JU2691
 JU2691                          STATION RECOVERY (1950)
 JU2691
 JU2691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2691'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 JU2691'AS DESCRIBED.  THE DISTANCES TO THE REFERENCE MARKS WERE CHECKED
 JU2691'WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE STATION MARK IS
 JU2691'7 METERS SW OF THE POINT OF THE MARSH.
 JU2691
 JU2691                          STATION RECOVERY (1962)
 JU2691
 JU2691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2691'STATION MARK AND RMS 1 AND 2 WERE RECOVERED IN GOOD CONDITION
 JU2691'AS DESCRIBED, EXCEPT THERE ARE NO DATES STAMPED ON THE RM DISKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2917 ***********************************************************************
 JU2917  DESIGNATION -  FLAT
 JU2917  PID         -  JU2917
 JU2917  STATE/COUNTY-  NJ/CAPE MAY
 JU2917  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2917
 JU2917                         *CURRENT SURVEY CONTROL
 JU2917  ___________________________________________________________________
 JU2917* NAD 83(1996)-  39 11 21.07522(N)    074 41 47.67000(W)     ADJUSTED  
 JU2917* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2917  ___________________________________________________________________
 JU2917  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 JU2917  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 JU2917
 JU2917  HORZ ORDER  -  THIRD
 JU2917
 JU2917.The horizontal coordinates were established by classical geodetic methods
 JU2917.and adjusted by the National Geodetic Survey in September 1999..
 JU2917
 JU2917.The orthometric height was scaled from a topographic map.
 JU2917
 JU2917.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2917
 JU2917.The geoid height was determined by GEOID03.
 JU2917
 JU2917;                    North         East     Units Scale Factor Converg.
 JU2917;SPC NJ       -    39,519.862   133,018.547   MT  0.99990355   -0 07 27.2
 JU2917;SPC NJ       -   129,658.08    436,411.68   sFT  0.99990355   -0 07 27.2
 JU2917;UTM  18      - 4,337,815.115   526,204.016   MT  0.99960845   +0 11 30.2
 JU2917
 JU2917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2917!SPC NJ       -   1.00000537  x   0.99990355  =   0.99990892
 JU2917!UTM  18      -   1.00000537  x   0.99960845  =   0.99961382
 JU2917
 JU2917|---------------------------------------------------------------------|
 JU2917| PID    Reference Object                     Distance      Geod. Az  |
 JU2917|                                                           dddmmss.s |
 JU2917| CB1506 FLAT RM 1                            12.202 METERS 06329     |
 JU2917| JU2914 SEAVILLE                            APPROX. 1.5 KM 3561451.3 |
 JU2917|---------------------------------------------------------------------|
 JU2917
 JU2917                          SUPERSEDED SURVEY CONTROL
 JU2917
 JU2917  NAD 83(1986)-  39 11 21.05575(N)    074 41 47.66797(W) AD(       ) 3
 JU2917  NAD 27      -  39 11 20.64500(N)    074 41 49.08900(W) AD(       ) 3
 JU2917
 JU2917.Superseded values are not recommended for survey control.
 JU2917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2917.See file dsdata.txt to determine how the superseded data were derived.
 JU2917
 JU2917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2620437815(NAD 83)
 JU2917_MARKER: DS = TRIANGULATION STATION DISK
 JU2917_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU2917_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU2917
 JU2917  HISTORY     - Date     Condition        Report By
 JU2917  HISTORY     - 1936     MONUMENTED       CGS
 JU2917  HISTORY     - 1950     GOOD             CGS
 JU2917
 JU2917                          STATION DESCRIPTION
 JU2917
 JU2917'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2917'LOCATED AT THE N SIDE OF LUDLAM BAY ON A LOW MARSHY POINT FORMED
 JU2917'BY FLAT CREEK AND UPPER THOROFARE.  IT IS 174 FEET FROM THE
 JU2917'EXTREME POINT, 87 FEET INSHORE FROM FLAT CREEK ON THE SE AND 35
 JU2917'FEET INSHORE FROM UPPER THOROFARE ON THE NW.
 JU2917'
 JU2917'STATION IS MARKED BY A STANDARD DISK STAMPED FLAT - 1936 SET
 JU2917'IN TOP OF A 10-INCH CONCRETE FILLED TILE WHICH PROJECTS 4 INCHES
 JU2917'ABOVE GROUND.
 JU2917'
 JU2917'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED NO.1 - FLAT - 1936
 JU2917'SET IN TOP OF AN 8-INCH CONCRETE FILLED TILE WHICH PROJECTS
 JU2917'6 INCHES ABOVE GROUND.
 JU2917
 JU2917                          STATION RECOVERY (1950)
 JU2917
 JU2917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2917'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU2917'DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH A STEEL TAPE AND
 JU2917'FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE AND
 JU2917'CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6067 ***********************************************************************
 KV6067  DESIGNATION -  FLOOD CREST
 KV6067  PID         -  KV6067
 KV6067  STATE/COUNTY-  NJ/HUNTERDON
 KV6067  USGS QUAD   -  LUMBERVILLE (1997)
 KV6067
 KV6067                         *CURRENT SURVEY CONTROL
 KV6067  ___________________________________________________________________
 KV6067* NAD 83(1986)-  40 25 28.     (N)    075 03 36.     (W)     SCALED    
 KV6067* NAVD 88     -        31.896  (meters)     104.65   (feet)  ADJUSTED  
 KV6067  ___________________________________________________________________
 KV6067  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KV6067  DYNAMIC HT  -          31.881 (meters)     104.60  (feet)  COMP
 KV6067  MODELED GRAV-     980,145.5   (mgal)                       NAVD 88
 KV6067
 KV6067  VERT ORDER  -  FIRST     CLASS I
 KV6067
 KV6067.The horizontal coordinates were scaled from a topographic map and have
 KV6067.an estimated accuracy of +/- 6 seconds.
 KV6067
 KV6067.The orthometric height was determined by differential leveling
 KV6067.and adjusted by the National Geodetic Survey in June 1991..
 KV6067
 KV6067.The geoid height was determined by GEOID03.
 KV6067
 KV6067.The dynamic height is computed by dividing the NAVD 88
 KV6067.geopotential number by the normal gravity value computed on the
 KV6067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6067.degrees latitude (g = 980.6199 gals.).
 KV6067
 KV6067.The modeled gravity was interpolated from observed gravity values.
 KV6067
 KV6067;                    North         East    Units  Estimated Accuracy
 KV6067;SPC NJ       -   176,790.      102,480.      MT  (+/- 180 meters Scaled)
 KV6067
 KV6067                          SUPERSEDED SURVEY CONTROL
 KV6067
 KV6067  NGVD 29 (01/10/92)   32.169  (m)          105.54   (f) ADJUSTED    1 1
 KV6067
 KV6067.Superseded values are not recommended for survey control.
 KV6067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6067.See file dsdata.txt to determine how the superseded data were derived.
 KV6067
 KV6067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK949748(NAD 83)
 KV6067_MARKER: DD = SURVEY DISK
 KV6067_SETTING: 66 = SET IN ROCK OUTCROP
 KV6067_SP_SET: ROCK OUTCROP
 KV6067_STAMPING: 1955 FLOOD CREST
 KV6067_MARK LOGO: NJGS  
 KV6067_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV6067+STABILITY: POSITION/ELEVATION WELL
 KV6067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6067+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1988
 KV6067
 KV6067  HISTORY     - Date     Condition        Report By
 KV6067  HISTORY     - 1956     MONUMENTED       NJGS
 KV6067  HISTORY     - 19881010 GOOD             NJGS
 KV6067  HISTORY     - 19970126 GOOD             USPSQD
 KV6067
 KV6067                          STATION DESCRIPTION
 KV6067
 KV6067'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6067'11.5 KM (7.15 MI) SOUTH ALONG STATE ROUTE 29 FROM THE POST OFFICE IN
 KV6067'FRENCHTOWN, ABOUT 44.19 M (145.0 FT) NORTH OF THE PAVED PULL OFF AREA
 KV6067'AT THE WASHED OUT BYRAM BRIDGE, 8.52 M (28.0 FT) EAST OF THE
 KV6067'CENTERLINE OF THE HIGHWAY, SET IN THE SOUTHWEST FACE OF A ROCK OUTCROP
 KV6067'AND ABOUT 2.0 M (6.6 FT) ABOVE LEVEL OF THE HIGHWAY.
 KV6067
 KV6067                          STATION RECOVERY (1997)
 KV6067
 KV6067'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5627 ***********************************************************************
 KV5627  DESIGNATION -  FLORENCE 1912
 KV5627  PID         -  KV5627
 KV5627  STATE/COUNTY-  NJ/BURLINGTON
 KV5627  USGS QUAD   -  BRISTOL (1981)
 KV5627
 KV5627                         *CURRENT SURVEY CONTROL
 KV5627  ___________________________________________________________________
 KV5627* NAD 83(1996)-  40 07 21.01151(N)    074 48 14.42864(W)     ADJUSTED  
 KV5627* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5627  ___________________________________________________________________
 KV5627  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 KV5627  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV5627
 KV5627  HORZ ORDER  -  THIRD
 KV5627
 KV5627.The horizontal coordinates were established by classical geodetic methods
 KV5627.and adjusted by the National Geodetic Survey in September 1999..
 KV5627
 KV5627.The orthometric height was scaled from a topographic map.
 KV5627
 KV5627.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5627
 KV5627.The geoid height was determined by GEOID03.
 KV5627
 KV5627;                    North         East     Units Scale Factor Converg.
 KV5627;SPC NJ       -   143,159.589   124,088.609   MT  0.99990826   -0 11 45.3
 KV5627;SPC NJ       -   469,682.75    407,114.04   sFT  0.99990826   -0 11 45.3
 KV5627;SPC PA S     -    91,813.198   851,066.845   MT  0.99997581   +1 54 40.8
 KV5627;SPC PA S     -   301,223.80  2,792,208.47   sFT  0.99997581   +1 54 40.8
 KV5627;UTM  18      - 4,441,372.426   516,699.893   MT  0.99960343   +0 07 34.7
 KV5627
 KV5627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5627!SPC NJ       -   1.00000474  x   0.99990826  =   0.99991300
 KV5627!SPC PA S     -   1.00000474  x   0.99997581  =   0.99998055
 KV5627!UTM  18      -   1.00000474  x   0.99960343  =   0.99960816
 KV5627
 KV5627:                Primary Azimuth Mark                     Grid Az
 KV5627:SPC NJ       -  LAND 2                                   315 31 47.7
 KV5627:SPC PA S     -  LAND 2                                   313 25 21.6
 KV5627:UTM  18      -  LAND 2                                   315 12 27.7
 KV5627
 KV5627|---------------------------------------------------------------------|
 KV5627| PID    Reference Object                     Distance      Geod. Az  |
 KV5627|                                                           dddmmss.s |
 KV5627| KV5582 LAND 2                              APPROX. 1.1 KM 3152002.4 |
 KV5627|---------------------------------------------------------------------|
 KV5627
 KV5627                          SUPERSEDED SURVEY CONTROL
 KV5627
 KV5627  NAD 83(1986)-  40 07 21.01016(N)    074 48 14.42997(W) AD(       ) 3
 KV5627  NAD 27      -  40 07 20.61400(N)    074 48 15.84000(W) AD(       ) 3
 KV5627
 KV5627.Superseded values are not recommended for survey control.
 KV5627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5627.See file dsdata.txt to determine how the superseded data were derived.
 KV5627
 KV5627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1670041372(NAD 83)
 KV5627
 KV5627  HISTORY     - Date     Condition        Report By
 KV5627  HISTORY     - 1912     MONUMENTED       CGS
 KV5627  HISTORY     - 1935     GOOD             CGS
 KV5627  HISTORY     - 1947     MARK NOT FOUND   CGS
 KV5627
 KV5627                          STATION DESCRIPTION
 KV5627
 KV5627'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5627'AT FLORENCE, 11.0 METERS E OF N END OF BROAD STREET, ABOUT 60
 KV5627'METERS N OF FRONT STREET, DIRECTLY IN LINE WITH THE 8-FOOT
 KV5627'WOODEN FENCE ON THE W PROPERTY LINE OF MC ELVEN AND SON OIL
 KV5627'COMPANY INCORPORATED, 0.45 METER NE OF S SIDE OF GATE AT N END
 KV5627'OF FENCE, 2.5 METERS S OF HIGH WATER LINE, 4.57 METERS NE OF
 KV5627'NORTHERNMOST TELEGRAPH POLE ON E SIDE BROAD STREET, 12.32 METERS
 KV5627'N OF N OIL TANK ON MC ELVEN PROPERTY.  AN OLD STYLE TABLET,
 KV5627'NOTES 6B AND 10A.
 KV5627'
 KV5627'NO REFERENCE MARKS WERE RECOVERED NOR ESTABLISHED.
 KV5627'
 KV5627'SUPPLEMENTAL SCHEME STATION.
 KV5627'
 KV5627'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.5 METERS.
 KV5627
 KV5627                          STATION RECOVERY (1947)
 KV5627
 KV5627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5627'STATION NOT RECOVERED AFTER A TWO-HOUR SEARCH.  THE IMMEDIATE
 KV5627'AREA HAS UNDERGONE CONSIDERABLE CHANGE SINCE 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6401 ***********************************************************************
 KV6401  DESIGNATION -  FLORENCE 2
 KV6401  PID         -  KV6401
 KV6401  STATE/COUNTY-  NJ/BURLINGTON
 KV6401  USGS QUAD   -  BRISTOL (1981)
 KV6401
 KV6401                         *CURRENT SURVEY CONTROL
 KV6401  ___________________________________________________________________
 KV6401* NAD 83(1996)-  40 07 21.33289(N)    074 48 14.90384(W)     ADJUSTED  
 KV6401* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6401  ___________________________________________________________________
 KV6401  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 KV6401  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV6401
 KV6401  HORZ ORDER  -  THIRD
 KV6401
 KV6401.The horizontal coordinates were established by classical geodetic methods
 KV6401.and adjusted by the National Geodetic Survey in September 1999..
 KV6401.No horizontal observational check was made to the station.
 KV6401
 KV6401.The orthometric height was scaled from a topographic map.
 KV6401
 KV6401.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6401
 KV6401.The geoid height was determined by GEOID03.
 KV6401
 KV6401;                    North         East     Units Scale Factor Converg.
 KV6401;SPC NJ       -   143,169.539   124,077.393   MT  0.99990827   -0 11 45.6
 KV6401;SPC NJ       -   469,715.40    407,077.25   sFT  0.99990827   -0 11 45.6
 KV6401;SPC PA S     -    91,822.729   851,055.270   MT  0.99997580   +1 54 40.5
 KV6401;SPC PA S     -   301,255.07  2,792,170.50   sFT  0.99997580   +1 54 40.5
 KV6401;UTM  18      - 4,441,382.310   516,688.624   MT  0.99960343   +0 07 34.4
 KV6401
 KV6401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6401!SPC NJ       -   1.00000505  x   0.99990827  =   0.99991332
 KV6401!SPC PA S     -   1.00000505  x   0.99997580  =   0.99998085
 KV6401!UTM  18      -   1.00000505  x   0.99960343  =   0.99960848
 KV6401
 KV6401                          SUPERSEDED SURVEY CONTROL
 KV6401
 KV6401  NAD 83(1986)-  40 07 21.33172(N)    074 48 14.90368(W) AD(       ) 3
 KV6401
 KV6401.Superseded values are not recommended for survey control.
 KV6401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6401.See file dsdata.txt to determine how the superseded data were derived.
 KV6401
 KV6401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1668941382(NAD 83)
 KV6401_MARKER: DD = SURVEY DISK
 KV6401_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6401_SP_SET: WHARF
 KV6401_STAMPING: FLORENCE 2 1959
 KV6401_MARK LOGO: USE   
 KV6401_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6401+SATELLITE: SATELLITE OBSERVATIONS - 1959
 KV6401
 KV6401  HISTORY     - Date     Condition        Report By
 KV6401  HISTORY     - 1959     MONUMENTED       USE
 KV6401  HISTORY     - 19940617 MARK NOT FOUND   USPSQD
 KV6401
 KV6401                          STATION DESCRIPTION
 KV6401
 KV6401'DESCRIBED BY US ENGINEERS 1959
 KV6401'THE STATION IS LOCATED IN FLORENCE ON THE NW SHORE OF THE DELAWARE
 KV6401'RIVER.
 KV6401'TO REACH STATION PROCEED TO THE FLORENCE WHARF PARKING AREA.
 KV6401'STATION MARK IS A CE DISK SET FLUSH ON THE WHARF AT THE RIVER END OF
 KV6401'BROAD STREET EXTENDED.  A TALL RADIO MAST IS IN FRONT OF THE MUNICIPAL
 KV6401'BUILDING LOCATED AT THE ENTRANCE TO THE WHARF.  IT IS LOCATED 14.98 M
 KV6401'(49.1 FT) SE FROM PK NAIL ON OUTSHORE FACE OF 14 FT SOLITARY SYCAMORE
 KV6401'DOWNSTREAM.  THE TREE IS ON DOWNSTREAM FACE OF WHARF.  NAIL IS 6 FT
 KV6401'ABOVE THE WHARF LEVEL.  IT IS 4.57 M (15.0 FT) SW FROM DOWNSTREAM
 KV6401'OUTER EDGE OF CHANNEL IRON ON LOWER SIDE OF FLAGPOLE, 3.7 M (12.1 FT)
 KV6401'S FROM INSHORE EDGE OF OLD CURBING, AND 2.13 M (7.0 FT) FROM NEAR FACE
 KV6401'OF NEW LIGHT POLE NO. 2855.
 KV6401
 KV6401                          STATION RECOVERY (1994)
 KV6401
 KV6401'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV6401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5679 ***********************************************************************
 KV5679  DESIGNATION -  FLORENCE CL UPPER USE 1935
 KV5679  PID         -  KV5679
 KV5679  STATE/COUNTY-  NJ/BURLINGTON
 KV5679  USGS QUAD   -  BRISTOL (1981)
 KV5679
 KV5679                         *CURRENT SURVEY CONTROL
 KV5679  ___________________________________________________________________
 KV5679* NAD 83(1996)-  40 07 05.57926(N)    074 47 02.42577(W)     ADJUSTED  
 KV5679* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5679  ___________________________________________________________________
 KV5679  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 KV5679  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV5679
 KV5679  HORZ ORDER  -  THIRD
 KV5679
 KV5679.The horizontal coordinates were established by classical geodetic methods
 KV5679.and adjusted by the National Geodetic Survey in September 1999..
 KV5679
 KV5679.The orthometric height was scaled from a topographic map.
 KV5679
 KV5679.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5679
 KV5679.The geoid height was determined by GEOID03.
 KV5679
 KV5679;                    North         East     Units Scale Factor Converg.
 KV5679;SPC NJ       -   142,678.012   125,791.812   MT  0.99990721   -0 10 58.8
 KV5679;SPC NJ       -   468,102.78    412,701.97   sFT  0.99990721   -0 10 58.8
 KV5679;SPC PA S     -    91,394.546   852,786.721   MT  0.99997624   +1 55 27.5
 KV5679;SPC PA S     -   299,850.27  2,797,851.10   sFT  0.99997624   +1 55 27.5
 KV5679;UTM  18      - 4,440,900.578   518,405.258   MT  0.99960417   +0 08 21.0
 KV5679
 KV5679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5679!SPC NJ       -   1.00000489  x   0.99990721  =   0.99991210
 KV5679!SPC PA S     -   1.00000489  x   0.99997624  =   0.99998113
 KV5679!UTM  18      -   1.00000489  x   0.99960417  =   0.99960905
 KV5679
 KV5679                          SUPERSEDED SURVEY CONTROL
 KV5679
 KV5679  NAD 83(1986)-  40 07 05.57767(N)    074 47 02.42722(W) AD(       ) 3
 KV5679  NAD 27      -  40 07 05.18400(N)    074 47 03.84200(W) AD(       ) 3
 KV5679
 KV5679.Superseded values are not recommended for survey control.
 KV5679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5679.See file dsdata.txt to determine how the superseded data were derived.
 KV5679
 KV5679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1840540901(NAD 83)
 KV5679_MARKER: Z = SEE DESCRIPTION
 KV5679_SETTING: 0 = UNSPECIFIED SETTING
 KV5679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5679
 KV5679  HISTORY     - Date     Condition        Report By
 KV5679  HISTORY     - 1935     MONUMENTED       USE
 KV5679  HISTORY     - 1947     GOOD             CGS
 KV5679  HISTORY     - 19940714 GOOD             USPSQD
 KV5679
 KV5679                          STATION DESCRIPTION
 KV5679
 KV5679'DESCRIBED BY US ENGINEERS 1935 (EBR)
 KV5679'AT ROEBLING, ON PROPERTY OF ROEBLING SEWAGE TREATMENT PLANT,
 KV5679'97.14 FEET S OF W CORNER OF CONCRETE WALL SURROUNDING FILTER
 KV5679'BEDS, 86.60 FEET SW OF W CORNER OF CONCRETE WALL BASE OF FENCE
 KV5679'SURROUNDING SPRINKLING BEDS, 21.20 FEET NW, 15.47 FEET NE, AND
 KV5679'20.39 FEET E OF 3 TREES WITH 1-NAIL BLAZES DOWNSTREAM FROM
 KV5679'STATION.  A STANDARD U.S.E. 8-INCH GALVANIZED TOP MONUMENT.
 KV5679'
 KV5679'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV5679
 KV5679                          STATION RECOVERY (1947)
 KV5679
 KV5679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5679'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5679'ADEQUATE.  THIS STATION IS LOCATED ON THE FLORENCE NAVIGATIONAL
 KV5679'RANGE.
 KV5679
 KV5679                          STATION RECOVERY (1994)
 KV5679
 KV5679'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV5679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5626 ***********************************************************************
 KV5626  DESIGNATION -  FLORENCE ST CLARES CATH CHURCH
 KV5626  PID         -  KV5626
 KV5626  STATE/COUNTY-  NJ/BURLINGTON
 KV5626  USGS QUAD   -  BRISTOL (1981)
 KV5626
 KV5626                         *CURRENT SURVEY CONTROL
 KV5626  ___________________________________________________________________
 KV5626* NAD 83(1996)-  40 07 14.93185(N)    074 48 03.28190(W)     ADJUSTED  
 KV5626* NAVD 88     -                                                        
 KV5626  ___________________________________________________________________
 KV5626  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 KV5626  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV5626
 KV5626  HORZ ORDER  -  THIRD
 KV5626
 KV5626.The horizontal coordinates were established by classical geodetic methods
 KV5626.and adjusted by the National Geodetic Survey in September 1999..
 KV5626
 KV5626
 KV5626.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5626
 KV5626.The geoid height was determined by GEOID03.
 KV5626
 KV5626;                    North         East     Units Scale Factor Converg.
 KV5626;SPC NJ       -   142,971.191   124,351.882   MT  0.99990810   -0 11 38.1
 KV5626;SPC NJ       -   469,064.65    407,977.80   sFT  0.99990810   -0 11 38.1
 KV5626;SPC PA S     -    91,634.596   851,336.886   MT  0.99997598   +1 54 48.1
 KV5626;SPC PA S     -   300,637.84  2,793,094.43   sFT  0.99997598   +1 54 48.1
 KV5626;UTM  18      - 4,441,185.568   516,964.141   MT  0.99960354   +0 07 41.9
 KV5626
 KV5626                          SUPERSEDED SURVEY CONTROL
 KV5626
 KV5626  NAD 83(1986)-  40 07 14.93034(N)    074 48 03.28305(W) AD(       ) 4
 KV5626  NAD 27      -  40 07 14.53600(N)    074 48 04.69400(W) AD(       ) 3
 KV5626
 KV5626.Superseded values are not recommended for survey control.
 KV5626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5626.See file dsdata.txt to determine how the superseded data were derived.
 KV5626
 KV5626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1696441186(NAD 83)
 KV5626_MARKER: 90 = CHURCH SPIRE
 KV5626
 KV5626  HISTORY     - Date     Condition        Report By
 KV5626  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5626  HISTORY     - 1976     GOOD             NGS
 KV5626  HISTORY     - 19940617 GOOD             USPSQD
 KV5626
 KV5626                          STATION DESCRIPTION
 KV5626
 KV5626'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5626'AT FLORENCE, INTERSECTION OF FRONT AND WALNUT STREETS.  THE
 KV5626'POST OF A GOLD CROSS AT TIP OF THE SLATE-SHINGLED SPIRE.
 KV5626
 KV5626                          STATION RECOVERY (1976)
 KV5626
 KV5626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5626'RECOVERED AS DESCRIBED.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 KV5626
 KV5626                          STATION RECOVERY (1994)
 KV5626
 KV5626'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV5626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5676 ***********************************************************************
 KV5676  DESIGNATION -  FLORENCE STANDPIPE
 KV5676  PID         -  KV5676
 KV5676  STATE/COUNTY-  NJ/BURLINGTON
 KV5676  USGS QUAD   -  BRISTOL (1981)
 KV5676
 KV5676                         *CURRENT SURVEY CONTROL
 KV5676  ___________________________________________________________________
 KV5676* NAD 83(1996)-  40 06 57.63347(N)    074 47 40.34358(W)     ADJUSTED  
 KV5676* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 KV5676  ___________________________________________________________________
 KV5676  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 KV5676  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV5676
 KV5676  HORZ ORDER  -  SECOND
 KV5676
 KV5676.The horizontal coordinates were established by classical geodetic methods
 KV5676.and adjusted by the National Geodetic Survey in September 1999..
 KV5676
 KV5676.The orthometric height was scaled from a topographic map.
 KV5676
 KV5676.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5676
 KV5676.The geoid height was determined by GEOID03.
 KV5676
 KV5676;                    North         East     Units Scale Factor Converg.
 KV5676;SPC NJ       -   142,435.880   124,893.211   MT  0.99990776   -0 11 23.2
 KV5676;SPC NJ       -   467,308.38    409,753.81   sFT  0.99990776   -0 11 23.2
 KV5676;SPC PA S     -    91,119.517   851,897.570   MT  0.99997646   +1 55 02.9
 KV5676;SPC PA S     -   298,947.95  2,794,933.94   sFT  0.99997646   +1 55 02.9
 KV5676;UTM  18      - 4,440,653.472   517,508.305   MT  0.99960377   +0 07 56.6
 KV5676
 KV5676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5676!SPC NJ       -   1.00000332  x   0.99990776  =   0.99991108
 KV5676!SPC PA S     -   1.00000332  x   0.99997646  =   0.99997978
 KV5676!UTM  18      -   1.00000332  x   0.99960377  =   0.99960709
 KV5676
 KV5676:                Primary Azimuth Mark                     Grid Az
 KV5676:SPC NJ       -  FLORENCE ST CLARES CATH CHURCH           314 40 47.0
 KV5676:SPC PA S     -  FLORENCE ST CLARES CATH CHURCH           312 34 20.9
 KV5676:UTM  18      -  FLORENCE ST CLARES CATH CHURCH           314 21 27.2
 KV5676
 KV5676|---------------------------------------------------------------------|
 KV5676| PID    Reference Object                     Distance      Geod. Az  |
 KV5676|                                                           dddmmss.s |
 KV5676| KV5626 FLORENCE ST CLARES CATH CHURCH      APPROX. 0.8 KM 3142923.8 |
 KV5676|---------------------------------------------------------------------|
 KV5676
 KV5676                          SUPERSEDED SURVEY CONTROL
 KV5676
 KV5676  NAD 83(1986)-  40 06 57.63200(N)    074 47 40.34489(W) AD(       ) 2
 KV5676  NAD 27      -  40 06 57.23800(N)    074 47 41.75600(W) AD(       ) 2
 KV5676
 KV5676.Superseded values are not recommended for survey control.
 KV5676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5676.See file dsdata.txt to determine how the superseded data were derived.
 KV5676
 KV5676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1750840653(NAD 83)
 KV5676_MARKER: 52 = STANDPIPE TANK
 KV5676
 KV5676  HISTORY     - Date     Condition        Report By
 KV5676  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5676  HISTORY     - 1935     GOOD             CGS
 KV5676  HISTORY     - 1947     GOOD             CGS
 KV5676  HISTORY     - 1958     GOOD             CGS
 KV5676  HISTORY     - 1976     GOOD             NGS
 KV5676  HISTORY     - 19940714 MARK NOT FOUND   USPSQD
 KV5676
 KV5676                          STATION DESCRIPTION
 KV5676
 KV5676'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5676'THIS STATION IS THE CENTER OF THE MUNICIPAL STANDPIPE AT
 KV5676'FLORENCE.  THE STANDPIPE IS CYLINDRICAL BLACK STEEL WITH A ROUND
 KV5676'TOP AND WITHOUT BALL OR FINIAL AT THE TIP.  IT IS ABOUT 150 FEET
 KV5676'HIGH AND 15 FEET IN DIAMETER.  IT IS IN THE STREET AT THE
 KV5676'INTERSECTION OF FIFTH AND OAK STREETS AND IS ABOUT OPPOSITE
 KV5676'MONEY ISLAND IN THE DELAWARE RIVER.
 KV5676
 KV5676                          STATION RECOVERY (1935)
 KV5676
 KV5676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5676'AT FLORENCE, ATOP THE FLORENCE MUNICIPAL STANDPIPE, 110 FEET
 KV5676'HIGH, AT INTERSECTION OF FIFTH AND OAK STREETS.  THE CENTER OF
 KV5676'THE EYEBOLT HOLE AT THE EXACT TOP CENTER OF THE STANDPIPE.
 KV5676'
 KV5676'MAIN SCHEME STATION.
 KV5676
 KV5676                          STATION RECOVERY (1947)
 KV5676
 KV5676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5676'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5676'ADEQUATE WITH THE FOLLOWING ADDITION--
 KV5676'
 KV5676'ADD THE STANDPIPE IS 15 FEET IN DIAMETER AND IS PAINTED SILVER.
 KV5676
 KV5676                          STATION RECOVERY (1958)
 KV5676
 KV5676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 KV5676'STATION IS LOCATED AT THE JUNCTION OF OAK, 5TH AND GROVE
 KV5676'STREETS, IN THE SOUTHEAST SECTION OF FLORENCE AND ON
 KV5676'FLORENCE CITY PROPERTY.  IT IS ABOUT 200 FEET IN HEIGHT AND 50
 KV5676'FEET IN CICUMFERENCE WITH A CONVEX ROOF.
 KV5676'
 KV5676'POINT OBSERVED WAS THE APEX.
 KV5676
 KV5676                          STATION RECOVERY (1976)
 KV5676
 KV5676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5676'THE STATION WAS NOT VISITED BUT VIEWED FROM THE DELAWARE
 KV5676'RIVER.  THERE IS A STANDPIPE IN THE INDICATED POSITION.
 KV5676
 KV5676                          STATION RECOVERY (1994)
 KV5676
 KV5676'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV5676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0224 ***********************************************************************
 JU0224  DESIGNATION -  FLY
 JU0224  PID         -  JU0224
 JU0224  STATE/COUNTY-  NJ/OCEAN
 JU0224  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU0224
 JU0224                         *CURRENT SURVEY CONTROL
 JU0224  ___________________________________________________________________
 JU0224* NAD 83(1996)-  39 50 00.56824(N)    074 05 26.21204(W)     ADJUSTED  
 JU0224* NAVD 88     -         1.4    (meters)       5.     (feet)  GPS OBS   
 JU0224  ___________________________________________________________________
 JU0224  X           -   1,344,418.364 (meters)                     COMP
 JU0224  Y           -  -4,716,684.756 (meters)                     COMP
 JU0224  Z           -   4,063,785.353 (meters)                     COMP
 JU0224  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 JU0224  ELLIP HEIGHT-         -31.78  (meters)          (10/23/02) GPS OBS
 JU0224  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JU0224
 JU0224  HORZ ORDER  -  FIRST
 JU0224  VERT ORDER  -  ? (See Below)
 JU0224  ELLP ORDER  -  FOURTH    CLASS I
 JU0224
 JU0224.The horizontal coordinates were established by GPS observations
 JU0224.and adjusted by the National Geodetic Survey in May 1999..
 JU0224
 JU0224.The orthometric height was determined by GPS observations and a
 JU0224.high-resolution geoid model.
 JU0224.The vertical order pertains to the NGVD 29 superseded value.
 JU0224
 JU0224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0224
 JU0224.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0224
 JU0224.The ellipsoidal height was determined by GPS observations
 JU0224.and is referenced to NAD 83.
 JU0224
 JU0224.The geoid height was determined by GEOID03.
 JU0224
 JU0224;                    North         East     Units Scale Factor Converg.
 JU0224;SPC NJ       -   111,108.466   185,040.325   MT  0.99991511   +0 15 44.1
 JU0224;SPC NJ       -   364,528.36    607,086.47   sFT  0.99991511   +0 15 44.1
 JU0224;UTM  18      - 4,409,672.211   577,813.686   MT  0.99967454   +0 34 57.2
 JU0224
 JU0224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0224!SPC NJ       -   1.00000499  x   0.99991511  =   0.99992010
 JU0224!UTM  18      -   1.00000499  x   0.99967454  =   0.99967952
 JU0224
 JU0224:                Primary Azimuth Mark                     Grid Az
 JU0224:SPC NJ       -  SEASIDE PARK SHORE WATER TANK            004 46 21.3
 JU0224:UTM  18      -  SEASIDE PARK SHORE WATER TANK            004 27 08.2
 JU0224
 JU0224|---------------------------------------------------------------------|
 JU0224| PID    Reference Object                     Distance      Geod. Az  |
 JU0224|                                                           dddmmss.s |
 JU0224| JU2614 SEASIDE PARK SHORE WATER TANK       APPROX. 8.1 KM 0050205.4 |
 JU0224| JU2621 CEDAR CREEK CG FLAGTOWER            APPROX. 2.1 KM 0072057.2 |
 JU0224| JU2620 CEDAR CREEK CG STATION              APPROX. 2.1 KM 0080210.2 |
 JU0224| CB1512 FLY RM 1 AZIMUTH                                   0091622.7 |
 JU0224| CB1513 FLY RM 2                             26.298 METERS 04942     |
 JU0224| CB1514 FLY RM 2 RESET                       26.417 METERS 05012     |
 JU0224| CB1516 FLY RM 4                             23.811 METERS 06034     |
 JU0224| JU2626 FORKED RIVER CG FLAGTOWER           APPROX. 3.4 KM 1841208.5 |
 JU0224| JU2643 BARNEGAT WATER TANK                 APPROX.14.2 KM 2322838.2 |
 JU0224| JU2650 TANK WINDMILL                       APPROX. 7.9 KM 2604540.9 |
 JU0224| JU2656 LARGE BUILDING CUPOLA               APPROX.11.2 KM 3065047.4 |
 JU0224| CB1515 FLY RM 3                             26.515 METERS 31833     |
 JU0224|---------------------------------------------------------------------|
 JU0224
 JU0224                          SUPERSEDED SURVEY CONTROL
 JU0224
 JU0224  ELLIP H (05/14/99)  -31.80   (m)                       GP(       ) 4 1
 JU0224  NAD 83(1986)-  39 50 00.56239(N)    074 05 26.20916(W) AD(       ) 1
 JU0224  ELLIP H (03/31/93)  -31.76   (m)                       GP(       ) 3 2
 JU0224  NAD 83(1986)-  39 50 00.56264(N)    074 05 26.20690(W) AD(       ) 2
 JU0224  NAD 27      -  39 50 00.12940(N)    074 05 27.72300(W) AD(       ) 2
 JU0224  NGVD 29 (??/??/??)    1.829  (m)            6.00   (f) ADJUSTED    ?  
 JU0224
 JU0224.Superseded values are not recommended for survey control.
 JU0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0224.See file dsdata.txt to determine how the superseded data were derived.
 JU0224
 JU0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7781409672(NAD 83)
 JU0224_MARKER: DS = TRIANGULATION STATION DISK
 JU0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0224_SP_SET: CONCRETE POST
 JU0224_STAMPING: FLY 1932
 JU0224_MARK LOGO: CGS   
 JU0224_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0224+STABILITY: SURFACE MOTION
 JU0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0224+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1990
 JU0224
 JU0224  HISTORY     - Date     Condition        Report By
 JU0224  HISTORY     - 1932     MONUMENTED       CGS
 JU0224  HISTORY     - 1934     GOOD             LOCSUR
 JU0224  HISTORY     - 1934     GOOD             LOCSUR
 JU0224  HISTORY     - 1935     GOOD             CGS
 JU0224  HISTORY     - 1947     GOOD             NJGS
 JU0224  HISTORY     - 1951     GOOD             CGS
 JU0224  HISTORY     - 1951     GOOD             CGS
 JU0224  HISTORY     - 1962     GOOD             CGS
 JU0224  HISTORY     - 1962     GOOD             CGS
 JU0224  HISTORY     - 1984     GOOD             USPSQD
 JU0224  HISTORY     - 1984     GOOD             USPSQD
 JU0224  HISTORY     - 1987     POOR             LOCSUR
 JU0224  HISTORY     - 19900807 GOOD             NJGS
 JU0224  HISTORY     - 1991     GOOD             USPSQD
 JU0224
 JU0224                          STATION DESCRIPTION
 JU0224
 JU0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU0224'STATION IS 2.2 MILES S OF STATION NEW JERSEY OR 4.4 MILES S OF
 JU0224'THE ISLAND BEACH COAST GUARD STATION.  IT IS 10 PACES W OF THE
 JU0224'W SIDE OF THE S END OF THE N AND S ROAD RUNNING DOWN THE ISLAND.
 JU0224'IT IS AT THE EDGE OF THE BRUSH LINE ON THE SAME LEVEL AS THE ROAD.
 JU0224'
 JU0224'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU0224'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU0224'
 JU0224'REFERENCE MARK NO.1 IS 0.2 MILE N OF THE STATION (6-3/4
 JU0224'TELEPHONE POLES) ON THE E SIDE OF THE ROAD ON THE SE POINT OF
 JU0224'THE JUNCTION OF THE MAIN ROAD WITH A SAND ROAD TO THE BEACH.
 JU0224'IT IS 7 PACES E OF THE E SIDE OF THE MAIN ROAD.  REFERENCE MARK
 JU0224'NO.2 IS 86.28 FEET NE OF THE STATION ON THE E SIDE OF THE ROAD
 JU0224'ABOUT 2 FEET E OF BARBED-WIRE FENCE.  REFERENCE MARK NO.3 IS
 JU0224'87.13 FEET (SLOPE DISTANCE) NW OF THE STATION ON A SAND DUNE.
 JU0224'IT IS 94 FEET W OF THE W SIDE OF ROAD AND 123.9 FEET (SLOPE
 JU0224'DISTANCE) W OF REFERENCE MARK NO.2
 JU0224'
 JU0224'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 JU0224
 JU0224                          STATION RECOVERY (1934)
 JU0224
 JU0224'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 JU0224'RECOVERED BY NJ RIPARIAN S.
 JU0224'
 JU0224'REFERENCE MARK NO.2 HAS BEEN DISTURBED AND IS NOW SHOVED E AT
 JU0224'LEAST ONE FOOT AND IS IN AN INCLINED POSITION.
 JU0224
 JU0224                          STATION RECOVERY (1934)
 JU0224
 JU0224'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 JU0224'RECOVERED BY NJ RIPARIAN S.
 JU0224'
 JU0224'STATION IS 10 PACES W OF THE EDGE OF THE ROAD AT THE MOST
 JU0224'SOUTHERLY END OF THE MAIN-GRAVELED ROAD.  IT WAS RECOVERED IN
 JU0224'1934 BY THE RIPARIAN SURVEY OF THE STATE OF NEW JERSEY, WHICH
 JU0224'DETERMINED THE ELEVATION OF THE STATION MARK AND USED IT AS A
 JU0224'BENCH MARK IN THEIR LINE OF LEVELS ON ISLAND BEACH.  THE BENCH
 JU0224'MARK IS CALLED I.B. NO.4, AND ITS ELEVATION IS 5.992 FEET.
 JU0224
 JU0224                          STATION RECOVERY (1935)
 JU0224
 JU0224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU0224'STATION WAS RECOVERED AND THE ORIGINAL DESCRIPTION FOUND
 JU0224'ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS.
 JU0224'
 JU0224'REFERENCE MARK NO.2 WAS FOUND IN A LEANING POSITION AND WAS
 JU0224'REMOVED AND A NEW REFERENCE MARK STAMPED R.M. 2 - 1935 WAS SET.
 JU0224'THE ANGLE AT FLY FROM TRIANGULATION STATION LANO TO REFERENCE
 JU0224'MARK NO.2 - 1935 IS 96 DEG 40 MIN 27.2 SEC AND THE DISTANCE FROM
 JU0224'FLY TO REFERENCE MARK NO.2 - 1935 IS 86.54 FEET.
 JU0224'
 JU0224'THE DISTANCES AND DIRECTIONS TO THE OTHER REFERENCE MARKS WERE
 JU0224'CHECKED AND FOUND TO BE CORRECT.
 JU0224
 JU0224                          STATION RECOVERY (1947)
 JU0224
 JU0224'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1947
 JU0224'STATION AND ALL REFERENCE MARKS RECOVERED.  REFERENCE MARK 3 IS
 JU0224'IN POOR CONDITION BEING PARTLY ERODED FROM THE SAND.  MAIN
 JU0224'STATION IS ABOUT 6 INCHES BELOW SAND AND 39 FEET FROM THE
 JU0224'CENTER OF THE ROAD.  IT IS 90.5 FEET SW OF COAST GUARD POLE 411.
 JU0224'REFERENCE MARK 2 IS 4.5 FEET SW OF COAST GUARD POLE 411.
 JU0224
 JU0224                          STATION RECOVERY (1951)
 JU0224
 JU0224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU0224'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 JU0224'CONDITION.  THE DISTANCES TO R.M.S 2 AND 3 WERE MEASURED WITH A
 JU0224'STEEL TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION
 JU0224'IS ADEQUATE WITH THE FOLLOWING ADDITIONS AND CORRECTIONS--
 JU0224'
 JU0224'THE STATION MARK IS 39.0 FEET W OF THE CENTER LINE OF THE
 JU0224'BLACKTOP ROAD, 2.0 FEET W OF A POWER POLE, ABOUT 3.0 FEET
 JU0224'HIGHER THAN THE ROAD LEVEL, AND 4 INCHES UNDERGROUND.
 JU0224'
 JU0224'R.M. 1 IS 39.0 FEET S OF TELEPHONE POLE 169 AND 28.0 FEET E
 JU0224'OF THE CENTER LINE OF THE ROAD.
 JU0224'
 JU0224'R.M. 2 IS 15.0 FEET E OF THE CENTER LINE OF THE ROAD AND 3.0
 JU0224'FEET W OF TELEPHONE POLE 176.  THE BARBED-WIRE FENCE, MENTIONED
 JU0224'IN THE ORIGINAL DESCRIPTION, HAS BEEN DESTROYED.
 JU0224'
 JU0224'R.M. 3 IS 14.0 FEET N OF THE CENTER LINE OF A GRAVEL ROAD
 JU0224'LEADING W TO A HOUSE AND ABOUT 3.0 FEET HIGHER THAN THE ROAD LEVEL.
 JU0224
 JU0224                          STATION RECOVERY (1951)
 JU0224
 JU0224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 JU0224'5.4 MI S FROM SEASIDE PARK.
 JU0224'THE MARK IS 39.0 FEET WEST OF THE CENTERLINE OF THE BLACKTOP ROAD,
 JU0224'2.0 FEET WEST OF A POWER POLE, ABOUT 3.0 FEET HIGHER THAN THE ROAD
 JU0224'LEVEL, AND IS 4 INCHES UNDER THE GROUND.  ORIGINAL DESCRIPTION-- A
 JU0224'STANDARD TRIANGULATION STATION DISK, STAMPED FLY 1932, IN CONCRETE
 JU0224'POST ABOUT 30 FEET WEST OF WEST EDGE OF SOUTH END OF MAIN ROAD
 JU0224'(GRAVEL) RUNNING DOWN THE ISLAND, AT EDGE OF BRUSH LINE AND ABOUT
 JU0224'THE SAME LEVEL AS ROAD.  THE BENCH MARK IS ABOUT 4.4 MILES SOUTH
 JU0224'OF ISLAND BEACH COAST GUARD STATION.
 JU0224
 JU0224                          STATION RECOVERY (1962)
 JU0224
 JU0224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU0224'THE STATION, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED.  ALL
 JU0224'MARKS WERE IN GOOD CONDITION EXCEPT REFERENCE MARK 2 WAS TILTED
 JU0224'IN A SOUTHERLY DIRECTION IT APPEARED TO HAVE BEEN HIT BY HEAVY
 JU0224'MACHINERY.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1
 JU0224'CHECKED.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE .39
 JU0224'OF A FOOT LONGER THAN THE PREVIOUS MEASUREMENT AND THE DIRECTION
 JU0224'WAS FOUND TO BE HIGHER BY 30 MINUTES AND 21 SECONDS.  THE
 JU0224'DIRECTION TO REFERENCE MARK 3 CHECKED, BUT THE DISTANCE WAS
 JU0224'FOUND TO BE .14 OF A FOOT SHORTER THAN THE ORIGINAL
 JU0224'MEASUREMENT.
 JU0224'
 JU0224'A REFERENCE MARK 4 WAS ESTABLISHED AT THIS TIME.
 JU0224'
 JU0224'DUE TO CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 JU0224'
 JU0224'THE STATION IS 5 MILES SOUTH OF THE SEASIDE PARK MUNICIPAL
 JU0224'BUILDING, NEAR THE CENTER OF ISLAND BEACH STATE PARK AND ON
 JU0224'STATE OWNED PROPERTY.  IT IS 3 FEET NORTHWEST OF A WITNESS POST,
 JU0224'4 FEET SOUTHWEST OF A POWER POLE WITH A METER BOX ON IT, 39
 JU0224'FEET WEST OF THE CENTERLINE OF A PAVED ROAD, 52 FEET SOUTH OF
 JU0224'THE CENTERLINE OF A GRAVELED ROAD AND 91 FEET SOUTHWEST OF
 JU0224'POWER POLE NO. 1866.  MONUMENT IS 7 INCHES UNDERGROUND AND THE
 JU0224'DISK IS STAMPED FLY 1932.
 JU0224'
 JU0224'TO REACH FROM THE SEASIDE PARK MUNICIPAL BUILDING IN THE
 JU0224'MIDDLE OF CENTRAL AVENUE, GO SOUTH ON CENTRAL AVENUE FOR 1.0
 JU0224'MILE TO A TOLL HOUSE AT THE ENTRANCE TO ISLAND BEACH STATE
 JU0224'PARK.  CONTINUE SOUTH ON THE PARK ROAD FOR 4.85 MILES TO REFERENCE
 JU0224'MARK 1 ON THE LEFT.  CONTINUE SOUTH ON THE PARK ROAD FOR 0.2 MILE
 JU0224'TO A SIDE ROAD RIGHT AND THE STATION ON THE RIGHT IN THE SOUTHWEST
 JU0224'ANGLE OF THE INTERSECTION.
 JU0224'
 JU0224'REFERENCE MARK 1 IS 27 FEET EAST OF THE CENTERLINE OF THE
 JU0224'PAVED ROAD, 39 FEET SOUTH OF POWER POLE NO. 1865 AND 111 FEET
 JU0224'NORTH OF POWER POLE NO. 1866.  THE MONUMENT PROJECTS 4 INCHES
 JU0224'AND THE DISK IS STAMPED FLY NO. 1 1932.
 JU0224'
 JU0224'REFERENCE MARK 2 IS 4 FEET SOUTHWEST OF POWER POLE NO. 1872,
 JU0224'22 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD AND 88 FEET
 JU0224'NORTHEAST OF THE WITNESS POST.  THE MONUMENT IS FLUSH AND DISK
 JU0224'IS STAMPED FLY NO 2 1932.
 JU0224'
 JU0224'REFERENCE MARK 3 IS 12 FEET NORTH OF THE CENTERLINE OF THE
 JU0224'GRAVELED ROAD, 88 FEET NORTHWEST OF THE WITNESS POST AND 103
 JU0224'FEET WEST OF THE CENTERLINE OF THE PAVED ROAD.  THE MONUMENT
 JU0224'PROJECTS 3 INCHES AND THE DISK IS STAMPED FLY NO 3 1932.
 JU0224'
 JU0224'REFERENCE MARK 4 IS 19 FEET SOUTH OF POWER POLE NO.1872, 25
 JU0224'FEET EAST OF THE CENTERLINE OF THE PAVED ROAD AND 80 FEET
 JU0224'NORTHEAST OF THE WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES
 JU0224'AND THE DISK IS STAMPED FLY NO 4 1932.
 JU0224'
 JU0224'HEIGHT OF LIGHT ABOVE STATION MARK 4.59 METERS.
 JU0224
 JU0224                          STATION RECOVERY (1962)
 JU0224
 JU0224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU0224'ALL MARKS RECOVERED IN GOOD CONDITION.  THE ROAD NOW CONTINUES
 JU0224'ON SOUTHWARD.
 JU0224'
 JU0224'THE STATION MARK IS 1 FOOT BELOW THE SURFACE WITHIN A SQUARE
 JU0224'BOARD FRAME, 3.5 FEET WEST OF A POWER POLE SUPPORTING WIRES
 JU0224'THAT BRIDGE THE ROAD AND 3 FEET NORTH OF A WITNESS POST.
 JU0224'
 JU0224'RM 1 (AZIMUTH MARK ) IS 39 FEET SOUTH OF U.S.C.G. POLE NO.
 JU0224'1865, 28 FEET EAST OF A 3 X 3 OAK WITNESS POST.
 JU0224'
 JU0224'RM 2 IS 3 FEET WEST OF U.S.C.G. POLE NO. 1872 ON THE SOUTHWEST
 JU0224'EDGE OF PARKING AREA A-7.
 JU0224'
 JU0224'RM 3 IS 10 FEET NORTH OF THE CENTER OF A DIRT ROAD, (RUNNING
 JU0224'WEST) FOR OFFICIAL USE ONLY.
 JU0224
 JU0224                          STATION RECOVERY (1984)
 JU0224
 JU0224'RECOVERY NOTE BY US POWER SQUADRON 1984 (JHF)
 JU0224'STATION FOUND GOOD.
 JU0224'
 JU0224'STATION RECOVERED IN GOOD CONDITION IN LOCATION DESCRIBED IN
 JU0224'HORIZONTAL CONTROL DATA.
 JU0224'
 JU0224'NOTE--ROAD NOW PAVED - MARK 1-1/2 FT. EAST OF WITNESS POST ABOUT 1
 JU0224'FT BELOW LEVEL OF GROUND.
 JU0224'
 JU0224'R.M. 1 WAS RECOVERED IN GOOD CONDITION IN HEAVY UNDERBRUSH AT
 JU0224'LOCATION DESCRIBED.  NOW PAINTED ORANGE.
 JU0224'
 JU0224'R.M. 3 IN GOOD CONDITION SET IN CONCRETE BLOCK WHICH IS ABOUT 1 FT.
 JU0224'ABOVE LEVEL OF GROUND AT LOCATION DESCRIBED.
 JU0224'
 JU0224'AREA DESCRIBED FOR RM 2 NOW COVERED WITH GARBAGE DUMPSTER.  CHECKED
 JU0224'AS WELL AS WAS ABLE COULD NOT FIND MARK.
 JU0224'
 JU0224'AREA DESCRIBED FOR RM 4 HEAVILY COVERED WITH UNDERBRUSH AN SHIFTING
 JU0224'SAND COULD NOT LOCATE MARK.
 JU0224
 JU0224                          STATION RECOVERY (1984)
 JU0224
 JU0224'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0224'NOTE-MARK 1 1/2 FT. EAST OF METAL WITNESS POST. ABOUT 1 FT. BELOW
 JU0224'LEVEL OF GROUND AND ABOUT 3 FT. HIGHER THAN ROAD.
 JU0224
 JU0224                          STATION RECOVERY (1987)
 JU0224
 JU0224'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (CT)
 JU0224'MARK RECOVERED IN POOR CONDITION.
 JU0224
 JU0224                          STATION RECOVERY (1990)
 JU0224
 JU0224'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0224'THE STATION IS LOCATED IN ISLAND BEACH STATE PARK, 7.0 MI (11.3 KM)
 JU0224'SOUTH OF THE SEASIDE PARK MUNICIPAL BUILDING, ALSO 4.85 MI (7.81 KM)
 JU0224'SOUTH OF THE NEW TOLL BOOTH AT THE PARK ENTRANCE AND 2.2 MI (3.5 KM)
 JU0224'SOUTH OF TRIANGULATION STATION NEW JERSEY.  THE STATION IS ON THE WEST
 JU0224'SIDE OF THE PAVED ROAD, SOUTHWEST OF THE BEACH BUGGY CHECK POINT
 JU0224'BOOTH IN THE CENTER OF THE ROAD, JUST SOUTH OF PARKING LOT 7 A.  THE
 JU0224'STATION IS 14.0 M (45.9 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE
 JU0224'BOOTH, 12.4 M (40.7 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JU0224'BOOTH, 11.5 M (37.7 FT) WEST OF THE MAIN ROAD CENTERLINE, 12.05 M
 JU0224'(39.53 FT) SOUTH OF THE SOUTH GATE POST TO THE SAND ROAD LEADING TO
 JU0224'THE BAY, 9.55 M (31.33 FT) SOUTHWEST OF A STOP SIGN POST, 38.7 M
 JU0224'(127.0 FT) NORTH OF THE EAST LEG OF A SIGN, A 7 BEACH BUGGY ACCESS
 JU0224'PERMITS, ON THE SOUTHBOUND LANES, 0.35 M (1.15 FT) EAST OF A METAL
 JU0224'WITNESS POST AND 0.2 M (0.7 FT) BELOW THE SAND.  SUPERINTENDENT, MR.
 JU0224'VIBBERT, 201 793 0506
 JU0224
 JU0224                          STATION RECOVERY (1991)
 JU0224
 JU0224'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWK)
 JU0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2804 ***********************************************************************
 JU2804  DESIGNATION -  FLY
 JU2804  PID         -  JU2804
 JU2804  STATE/COUNTY-  NJ/ATLANTIC
 JU2804  USGS QUAD   -  OCEANVILLE (1989)
 JU2804
 JU2804                         *CURRENT SURVEY CONTROL
 JU2804  ___________________________________________________________________
 JU2804* NAD 83(1996)-  39 27 02.86419(N)    074 27 27.38076(W)     ADJUSTED  
 JU2804* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2804  ___________________________________________________________________
 JU2804  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 JU2804  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JU2804
 JU2804  HORZ ORDER  -  SECOND
 JU2804
 JU2804.The horizontal coordinates were established by classical geodetic methods
 JU2804.and adjusted by the National Geodetic Survey in September 1999..
 JU2804
 JU2804.The orthometric height was scaled from a topographic map.
 JU2804
 JU2804.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2804
 JU2804.The geoid height was determined by GEOID03.
 JU2804
 JU2804;                    North         East     Units Scale Factor Converg.
 JU2804;SPC NJ       -    68,543.550   153,648.678   MT  0.99990016   +0 01 37.0
 JU2804;SPC NJ       -   224,879.96    504,095.70   sFT  0.99990016   +0 01 37.0
 JU2804;UTM  18      - 4,366,944.156   546,667.521   MT  0.99962681   +0 20 40.7
 JU2804
 JU2804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2804!SPC NJ       -   1.00000507  x   0.99990016  =   0.99990523
 JU2804!UTM  18      -   1.00000507  x   0.99962681  =   0.99963188
 JU2804
 JU2804:                Primary Azimuth Mark                     Grid Az
 JU2804:SPC NJ       -  BRIGANTINE ELEVATED TANK                 113 59 17.6
 JU2804:UTM  18      -  BRIGANTINE ELEVATED TANK                 113 40 13.9
 JU2804
 JU2804|---------------------------------------------------------------------|
 JU2804| PID    Reference Object                     Distance      Geod. Az  |
 JU2804|                                                           dddmmss.s |
 JU2804| JU2757 BRIGANTINE ELEVATED TANK            APPROX. 9.6 KM 1140054.6 |
 JU2804| CB1511 FLY RM 3                             15.105 METERS 12444     |
 JU2804| JU2772 ABSECON LIGHT                       APPROX.10.1 KM 1581334.1 |
 JU2804| CB1509 FLY RM 1                             16.005 METERS 21834     |
 JU2804| CB1510 FLY RM 2                             14.716 METERS 30701     |
 JU2804|---------------------------------------------------------------------|
 JU2804
 JU2804                          SUPERSEDED SURVEY CONTROL
 JU2804
 JU2804  NAD 83(1986)-  39 27 02.85622(N)    074 27 27.37625(W) AD(       ) 2
 JU2804  NAD 27      -  39 27 02.43100(N)    074 27 28.83800(W) AD(       ) 2
 JU2804
 JU2804.Superseded values are not recommended for survey control.
 JU2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2804.See file dsdata.txt to determine how the superseded data were derived.
 JU2804
 JU2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4666866944(NAD 83)
 JU2804_MARKER: DS = TRIANGULATION STATION DISK
 JU2804_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU2804_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU2804
 JU2804  HISTORY     - Date     Condition        Report By
 JU2804  HISTORY     - 1931     MONUMENTED       CGS
 JU2804  HISTORY     - 1950     GOOD             CGS
 JU2804  HISTORY     - 1962     GOOD             CGS
 JU2804
 JU2804                          STATION DESCRIPTION
 JU2804
 JU2804'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 JU2804'THIS STATION IS APPROXIMATELY 7 MILES NNW OF ATLANTIC CITY, NEAR
 JU2804'THE NW SHORE OF REED BAY.  IT IS LOCATED ON THE N SIDE OF A
 JU2804'ROAD UNDER DEVELOPMENT AND 0.55 MILE EASTERLY FROM THE JUNCTURE
 JU2804'OF SAME WITH THE ATLANTIC CITY-NEW YORK CITY MAIN HIGHWAY.  THIS
 JU2804'JUNCTURE IS 0.6 MILE N OF THE SEAVIEW GOLF AND COUNTRY CLUB.
 JU2804'
 JU2804'CENTER IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 JU2804'(STAMPED FLY-1931) SET IN THE TOP OF A CONCRETE-FILLED
 JU2804'TILE.  THREE STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE
 JU2804'SIMILARLY PLACED, ONE TO EITHER SIDE OF THE STATION ON THE N
 JU2804'SIDE OF THE ROAD, THE THIRD DIRECTLY OPPOSITE AND ON THE S SIDE.
 JU2804'
 JU2804'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2804'CONCRETE IN THE TOP OF A TILE AS DESCRIBED IN NOTES 6A AND 13A.
 JU2804
 JU2804                          STATION RECOVERY (1950)
 JU2804
 JU2804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2804'STATION RECOVERED IN GOOD CONDITION.  R.M. 3 WAS FOUND TO BE
 JU2804'14.79 METERS (48.53 FEET) FROM THE STATION INSTEAD OF 15.105
 JU2804'METERS.  R.M. 1 WAS FOUND DESTROYED AND THE DISK WAS
 JU2804'REMOVED.  R.M. 2 COULD NOT BE FOUND AFTER THE ANGLE AND DISTANCE
 JU2804'WERE MEASURED AND A HALF-HOUR SEARCH.  THE DESCRIPTION IS
 JU2804'INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 JU2804'
 JU2804'STATION IS APPROXIMATELY 7 MILES NNW OF ATLANTIC CITY, NEAR
 JU2804'THE NW SHORE OF REED BAY.  IT IS LOCATED ON THE N SIDE OF AN
 JU2804'ABANDONED ROAD 0.6 MILE FROM THE JUNCTION OF SAME WITH
 JU2804'U.S. HIGHWAY 9 AND STATE HIGHWAY 4.  THIS JUNCTION IS 0.6 MILE
 JU2804'N OF THE SEAVIEW GOLF AND COUNTRY CLUB.  A LONG ROW OF BRUSH ON
 JU2804'N SIDE OF ROAD AND PARALLEL TO ROAD POINTS TO STATION 25 FEET
 JU2804'BEYOND IN MARSH.  A 4-BY 4-INCH WITNESS POST WAS SET 2.5 FEET S
 JU2804'OF STATION AND IS 4 FEET ABOVE THE GROUND.
 JU2804
 JU2804                          STATION RECOVERY (1962)
 JU2804
 JU2804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2804'STATION MARK WAS RECOVERED IN GOOD CONDITION BESIDE THE WITNESS
 JU2804'POST AS DESCRIBED.  RM 3 WAS NOT LOCATED, BUT WAS NOT
 JU2804'PROBED.  RM 1 WAS REPORTED DESTROYED AND RM 2 LOST IN 1950.
 JU2804'
 JU2804'THERE IS NO LONGER A TRACE OF THE ABANDONED ROAD.  TO REACH
 JU2804'THE STATION FROM THE SEAVIEW GOLF AND COUNTRY CLUB, GO NORTHEAST
 JU2804'ON ROUTE 9 FOR 0.6 MILE TO CHANESE LANE ON THE RIGHT, TURN RIGHT
 JU2804'AND FOLLOW THE PAVEMENT 0.4 MILE TO THE END OF THE ROAD AT THE
 JU2804'MARSH.  FROM THIS POINT, THE STATION IS 167 DEGREES MAGNETIC
 JU2804'AND ABOUT 700 FEET DISTANT OUT IN THE MARSH.  WALK SOUTHWEST
 JU2804'ALONG THE EDGE OF SOLID GROUND TO A POINT OF TREES AND SOLID
 JU2804'GROUND EXTENDING INTO THE MARSH TO THE LEFT, TURN LEFT AND
 JU2804'FOLLOW THIS HIGHER GROUND SOUTHEASTERLY FOR ABOUT 600 FEET TO
 JU2804'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0225 ***********************************************************************
 JU0225  DESIGNATION -  FLY RM 1
 JU0225  PID         -  JU0225
 JU0225  STATE/COUNTY-  NJ/OCEAN
 JU0225  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU0225
 JU0225                         *CURRENT SURVEY CONTROL
 JU0225  ___________________________________________________________________
 JU0225* NAD 83(1986)-  39 50 00.     (N)    074 05 25.     (W)     SCALED    
 JU0225* NAVD 88     -         1.34   (+/-2cm)       4.4    (feet)  VERTCON   
 JU0225  ___________________________________________________________________
 JU0225  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JU0225
 JU0225  VERT ORDER  -  ? (See Below)
 JU0225
 JU0225.The horizontal coordinates were scaled from a topographic map and have
 JU0225.an estimated accuracy of +/- 6 seconds.
 JU0225
 JU0225.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU0225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU0225.The vertical order pertains to the NGVD 29 superseded value.
 JU0225
 JU0225.The geoid height was determined by GEOID03.
 JU0225
 JU0225;                    North         East    Units  Estimated Accuracy
 JU0225;SPC NJ       -   111,090.      185,070.      MT  (+/- 180 meters Scaled)
 JU0225
 JU0225                          SUPERSEDED SURVEY CONTROL
 JU0225
 JU0225  NGVD 29 (??/??/??)    1.710  (m)            5.61   (f) ADJUSTED    ?  
 JU0225
 JU0225.Superseded values are not recommended for survey control.
 JU0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0225.See file dsdata.txt to determine how the superseded data were derived.
 JU0225
 JU0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK778096(NAD 83)
 JU0225_MARKER: DR = REFERENCE MARK DISK
 JU0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0225_STAMPING: FLY NO 1 1932
 JU0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0225+STABILITY: SURFACE MOTION
 JU0225
 JU0225  HISTORY     - Date     Condition        Report By
 JU0225  HISTORY     - 1932     MONUMENTED       CGS
 JU0225  HISTORY     - 1951     GOOD             CGS
 JU0225  HISTORY     - 1984     GOOD             USPSQD
 JU0225
 JU0225                          STATION DESCRIPTION
 JU0225
 JU0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JU0225'5 MI S FROM SEASIDE PARK.
 JU0225'A STANDARD TRIANGULATION STATION REFERENCE MARK DISK, STAMPED
 JU0225'FLY NO. 1 1932, IN CONCRETE POST ABOUT 0.2 MILE NORTH OF TRIANGULATION
 JU0225'STATION FLY, ABOUT 20 FEET EAST OF THE EAST SIDE OF MAIN ROAD, ON
 JU0225'THE SOUTHEAST POINT OF THE JUNCTION OF THE MAIN ROAD WITH THE
 JU0225'SAND ROAD TO THE BEACH.
 JU0225
 JU0225                          STATION RECOVERY (1984)
 JU0225
 JU0225'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0225'MARK 39 FT. SOUTH OF POWER POLE 1865. SOUTH OF OAK WITNESS POST. MARK
 JU0225'SET IN CONCRETE NOW PAINTED ORANGE. ROAD TO BEACH NO LONGER THERE.
 JU0225'COVERED WITH HEAVY UNDERBRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0226 ***********************************************************************
 JU0226  DESIGNATION -  FLY RM 2
 JU0226  PID         -  JU0226
 JU0226  STATE/COUNTY-  NJ/OCEAN
 JU0226  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU0226
 JU0226                         *CURRENT SURVEY CONTROL
 JU0226  ___________________________________________________________________
 JU0226* NAD 83(1986)-  39 50 00.     (N)    074 05 25.     (W)     SCALED    
 JU0226* NAVD 88     -         1.22   (+/-2cm)       4.0    (feet)  VERTCON   
 JU0226  ___________________________________________________________________
 JU0226  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JU0226
 JU0226  VERT ORDER  -  ? (See Below)
 JU0226
 JU0226.The horizontal coordinates were scaled from a topographic map and have
 JU0226.an estimated accuracy of +/- 6 seconds.
 JU0226
 JU0226.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU0226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU0226.The vertical order pertains to the NGVD 29 superseded value.
 JU0226
 JU0226.The geoid height was determined by GEOID03.
 JU0226
 JU0226;                    North         East    Units  Estimated Accuracy
 JU0226;SPC NJ       -   111,090.      185,070.      MT  (+/- 180 meters Scaled)
 JU0226
 JU0226                          SUPERSEDED SURVEY CONTROL
 JU0226
 JU0226  NGVD 29 (??/??/??)    1.589  (m)            5.21   (f) ADJUSTED    ?  
 JU0226
 JU0226.Superseded values are not recommended for survey control.
 JU0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0226.See file dsdata.txt to determine how the superseded data were derived.
 JU0226
 JU0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK778096(NAD 83)
 JU0226_MARKER: DR = REFERENCE MARK DISK
 JU0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0226_STAMPING: RM 2 1935
 JU0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0226+STABILITY: SURFACE MOTION
 JU0226
 JU0226  HISTORY     - Date     Condition        Report By
 JU0226  HISTORY     - 1935     MONUMENTED       CGS
 JU0226  HISTORY     - 1951     GOOD             CGS
 JU0226  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU0226
 JU0226                          STATION DESCRIPTION
 JU0226
 JU0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JU0226'5 MI S FROM SEASIDE PARK.
 JU0226'THE BARBED-WIRE FENCE, MENTIONED IN THE ORIGINAL DESCRIPTION, HAS
 JU0226'BEEN DESTROYED.  THE MARK IS 15.0 FEET EAST OF THE CENTERLINE
 JU0226'OF THE BLACKTOP ROAD AND 3.0 FEET WEST OF TELEPHONE POLE NO. 176.
 JU0226'ORIGINAL DESCRIPTION-- A STANDARD TRIANGULATION STATION REFERENCE
 JU0226'MARK DISK, STAMPED R.M. 2 1935, IN CONCRETE POST ABOUT 86 FEET
 JU0226'NORTHEAST OF TRIANGULATION STATION FLY, ON EAST SIDE OF ROAD
 JU0226'ABOUT 2 FEET EAST OF BARBED-WIRE FENCE.
 JU0226
 JU0226                          STATION RECOVERY (1984)
 JU0226
 JU0226'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8723 ***********************************************************************
 AB8723  DESIGNATION -  FLYING W 1
 AB8723  PID         -  AB8723
 AB8723  STATE/COUNTY-  NJ/BURLINGTON
 AB8723  USGS QUAD   -  MOUNT HOLLY (1981)
 AB8723
 AB8723                         *CURRENT SURVEY CONTROL
 AB8723  ___________________________________________________________________
 AB8723* NAD 83(1996)-  39 55 48.65895(N)    074 48 26.63971(W)     ADJUSTED  
 AB8723* NAVD 88     -        11.5    (meters)      38.     (feet)  GPS OBS   
 AB8723  ___________________________________________________________________
 AB8723  X           -   1,283,505.820 (meters)                     COMP
 AB8723  Y           -  -4,726,498.790 (meters)                     COMP
 AB8723  Z           -   4,072,030.532 (meters)                     COMP
 AB8723  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AB8723  ELLIP HEIGHT-         -21.17  (meters)          (10/23/02) GPS OBS
 AB8723  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 AB8723
 AB8723  HORZ ORDER  -  FIRST
 AB8723  ELLP ORDER  -  FOURTH    CLASS I
 AB8723
 AB8723.This mark is at Flying W Airport (N14)
 AB8723
 AB8723.The horizontal coordinates were established by GPS observations
 AB8723.and adjusted by the National Geodetic Survey in May 1999..
 AB8723
 AB8723.The orthometric height was determined by GPS observations and a
 AB8723.high-resolution geoid model.
 AB8723
 AB8723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8723
 AB8723.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8723
 AB8723.The ellipsoidal height was determined by GPS observations
 AB8723.and is referenced to NAD 83.
 AB8723
 AB8723.The geoid height was determined by GEOID03.
 AB8723
 AB8723;                    North         East     Units Scale Factor Converg.
 AB8723;SPC NJ       -   121,808.369   123,725.826   MT  0.99990850   -0 11 50.3
 AB8723;SPC NJ       -   399,632.96    405,923.81   sFT  0.99990850   -0 11 50.3
 AB8723;UTM  18      - 4,420,026.020   516,457.022   MT  0.99960333   +0 07 25.0
 AB8723
 AB8723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8723!SPC NJ       -   1.00000332  x   0.99990850  =   0.99991182
 AB8723!UTM  18      -   1.00000332  x   0.99960333  =   0.99960665
 AB8723
 AB8723|---------------------------------------------------------------------|
 AB8723| PID    Reference Object                     Distance      Geod. Az  |
 AB8723|                                                           dddmmss.s |
 AB8723| AA9233 N14 B                                 5.160 METERS 09222     |
 AB8723| AB8724 FLYING W 2                          APPROX. 0.6 KM 3581009.9 |
 AB8723|---------------------------------------------------------------------|
 AB8723
 AB8723                          SUPERSEDED SURVEY CONTROL
 AB8723
 AB8723  ELLIP H (05/27/99)  -21.11   (m)                       GP(       ) 4 1
 AB8723  NAD 83(1996)-  39 55 48.65858(N)    074 48 26.63926(W) AD(       ) 1
 AB8723  ELLIP H (05/14/99)  -21.14   (m)                       GP(       ) 4 1
 AB8723  NAD 83(1992)-  39 55 48.65753(N)    074 48 26.63867(W) AD(       ) 1
 AB8723  ELLIP H (12/16/96)  -21.20   (m)                       GP(       ) 2 1
 AB8723
 AB8723.Superseded values are not recommended for survey control.
 AB8723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8723.See file dsdata.txt to determine how the superseded data were derived.
 AB8723
 AB8723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1645720026(NAD 83)
 AB8723_MARKER: DD = SURVEY DISK
 AB8723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8723_STAMPING: FLYING W 1 1995
 AB8723_MARK LOGO: NJGS  
 AB8723_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8723+STABILITY: SURFACE MOTION
 AB8723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8723+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1996
 AB8723
 AB8723  HISTORY     - Date     Condition        Report By
 AB8723  HISTORY     - 1995     MONUMENTED       NJGS
 AB8723  HISTORY     - 19961118 GOOD             NGS
 AB8723
 AB8723                          STATION DESCRIPTION
 AB8723
 AB8723'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB8723'THE STATION IS LOCATED IN MEDFORD TOWNSHIP, ON THE GROUNDS OF THE
 AB8723'FLYING W AIRPORT.  THE AIRPORT IS ABOUT 2 MI (3.2 KM) NORTH NORTHEAST
 AB8723'OF THE TOWN OF MEDFORD.  TO REACH THE STATION FROM THE JUNCTION OF
 AB8723'U.S.  HIGHWAY 206 AND STATE ROUTE 38, GO ABOUT 3.45 MI (5.55 KM) WEST
 AB8723'ON STATE ROUTE 38 TO THE JUGHANDLE TURN FOR COUNTY ROUTE 691, TAKE THE
 AB8723'JUGHANDLE TURN AND GO SOUTH TOWARD LUMBERTON FOR 0.7 MI (1.1 KM) TO
 AB8723'THE TEE JUNCTION WITH COUNTY ROUTE 541 ON THE RIGHT, CONTINUE AHEAD,
 AB8723'SOUTH ON COUNTY ROUTE 541 FOR 2.3 MI (3.7 KM) TO THE JUNCTION WITH
 AB8723'COUNTY ROUTE 636 ON THE RIGHT AND FOSTERTOWN ROAD ON THE LEFT, TURN
 AB8723'LEFT AND GO 0.75 MI (1.21 KM) SOUTHEAST ON FOSTERTOWN ROAD TO THE
 AB8723'AIRPORT ENTRANCE ON THE LEFT, TURN LEFT AND GO ABOUT 0.1 MI (0.2 KM)
 AB8723'EAST PAST THE FUEL PUMPS TO THE TAXIWAY, TURN RIGHT AND GO 0.2 MI (0.3
 AB8723'KM) SOUTH ON THE TAXIWAY TO THE STATION ON THE LEFT.  THE STATION IS
 AB8723'16.5 FT (5.0 M) EAST OF THE EAST EDGE OF THE TAXIWAY, 75.0 FT (22.9 M)
 AB8723'WEST OF THE WEST EDGE OF RUNWAY NUMBER 1, 68.7 FT (20.9 M) NORTH OF
 AB8723'THE NORTH EDGE OF THE TAXIWAY ENTRANCE TO RUNWAY NUMBER 1, 41.8 FT
 AB8723'(12.7 M) NORTHWEST OF THE NORTHWEST LEG OF A METAL HOUSING UNIT FOR A
 AB8723'VASI RUNWAY LIGHT MARKER, 57.8 FT (17.6 M) NORTH OF THE MOST SOUTHERLY
 AB8723'BLUE TAXIWAY LIGHT AT RUNWAY NUMBER 1, 122.7 FT (37.4 M) SOUTH
 AB8723'SOUTHEAST OF A BLUE TAXIWAY LIGHT, 1.5 FT (0.5 M) WEST OF A METAL
 AB8723'WITNESS POST.  THE STATION IS SET FLUSH WITH THE GROUND.
 AB8723
 AB8723                          STATION RECOVERY (1996)
 AB8723
 AB8723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB8723'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8724 ***********************************************************************
 AB8724  DESIGNATION -  FLYING W 2
 AB8724  PID         -  AB8724
 AB8724  STATE/COUNTY-  NJ/BURLINGTON
 AB8724  USGS QUAD   -  MOUNT HOLLY (1981)
 AB8724
 AB8724                         *CURRENT SURVEY CONTROL
 AB8724  ___________________________________________________________________
 AB8724* NAD 83(1996)-  39 56 07.98234(N)    074 48 27.44198(W)     ADJUSTED  
 AB8724* NAVD 88     -        15.1    (meters)      50.     (feet)  GPS OBS   
 AB8724  ___________________________________________________________________
 AB8724  X           -   1,283,387.901 (meters)                     COMP
 AB8724  Y           -  -4,726,137.239 (meters)                     COMP
 AB8724  Z           -   4,072,489.821 (meters)                     COMP
 AB8724  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AB8724  ELLIP HEIGHT-         -17.60  (meters)          (10/23/02) GPS OBS
 AB8724  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 AB8724
 AB8724  HORZ ORDER  -  FIRST
 AB8724  ELLP ORDER  -  FOURTH    CLASS I
 AB8724
 AB8724.This mark is at Flying W Airport (N14)
 AB8724
 AB8724.The horizontal coordinates were established by GPS observations
 AB8724.and adjusted by the National Geodetic Survey in May 1999..
 AB8724
 AB8724.The orthometric height was determined by GPS observations and a
 AB8724.high-resolution geoid model.
 AB8724
 AB8724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8724
 AB8724.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8724
 AB8724.The ellipsoidal height was determined by GPS observations
 AB8724.and is referenced to NAD 83.
 AB8724
 AB8724.The geoid height was determined by GEOID03.
 AB8724
 AB8724;                    North         East     Units Scale Factor Converg.
 AB8724;SPC NJ       -   122,404.360   123,708.832   MT  0.99990851   -0 11 50.9
 AB8724;SPC NJ       -   401,588.30    405,868.06   sFT  0.99990851   -0 11 50.9
 AB8724;UTM  18      - 4,420,621.724   516,436.696   MT  0.99960333   +0 07 24.6
 AB8724
 AB8724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8724!SPC NJ       -   1.00000276  x   0.99990851  =   0.99991127
 AB8724!UTM  18      -   1.00000276  x   0.99960333  =   0.99960609
 AB8724
 AB8724:                Primary Azimuth Mark                     Grid Az
 AB8724:SPC NJ       -  N14 B                                    177 52 21.2
 AB8724:UTM  18      -  N14 B                                    177 33 05.7
 AB8724
 AB8724|---------------------------------------------------------------------|
 AB8724| PID    Reference Object                     Distance      Geod. Az  |
 AB8724|                                                           dddmmss.s |
 AB8724| AA9233 N14 B                               APPROX. 0.6 KM 1774030.3 |
 AB8724| AB8723 FLYING W 1                          APPROX. 0.6 KM 1781009.3 |
 AB8724| AA9234 N14 A                               334.267 METERS 35852     |
 AB8724|---------------------------------------------------------------------|
 AB8724
 AB8724                          SUPERSEDED SURVEY CONTROL
 AB8724
 AB8724  ELLIP H (05/27/99)  -17.54   (m)                       GP(       ) 4 1
 AB8724  NAD 83(1996)-  39 56 07.98200(N)    074 48 27.44173(W) AD(       ) 1
 AB8724  ELLIP H (05/14/99)  -17.57   (m)                       GP(       ) 4 1
 AB8724  NAD 83(1992)-  39 56 07.98093(N)    074 48 27.44109(W) AD(       ) 1
 AB8724  ELLIP H (12/16/96)  -17.63   (m)                       GP(       ) 2 1
 AB8724
 AB8724.Superseded values are not recommended for survey control.
 AB8724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8724.See file dsdata.txt to determine how the superseded data were derived.
 AB8724
 AB8724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1643720622(NAD 83)
 AB8724_MARKER: DD = SURVEY DISK
 AB8724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8724_STAMPING: FLYING W 2 1995
 AB8724_MARK LOGO: NJGS  
 AB8724_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8724+STABILITY: SURFACE MOTION
 AB8724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8724+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1996
 AB8724
 AB8724  HISTORY     - Date     Condition        Report By
 AB8724  HISTORY     - 1995     MONUMENTED       NJGS
 AB8724  HISTORY     - 19961118 GOOD             NGS
 AB8724
 AB8724                          STATION DESCRIPTION
 AB8724
 AB8724'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB8724'THE STATION IS LOCATED IN LUMBERTON TOWNSHIP, ON THE GROUNDS OF THE
 AB8724'FLYING W AIRPORT.  THE AIRPORT IS ABOUT 2 MI (3.2 KM) NORTH NORTHEAST
 AB8724'OF THE TOWN OF MEDFORD.  TO REACH THE STATION FROM THE JUNCTION OF
 AB8724'U.S.  HIGHWAY 206 AND STATE ROUTE 38, GO ABOUT 3.45 MI (5.55 KM) WEST
 AB8724'ON STATE ROUTE 38 TO THE JUGHANDLE TURN FOR COUNTY ROUTE 691, TAKE THE
 AB8724'JUGHANDLE TURN AND GO SOUTH TOWARD LUMBERTON FOR 0.7 MI (1.1 KM) TO
 AB8724'THE TEE JUNCTION WITH COUNTY ROUTE 541 ON THE RIGHT, CONTINUE AHEAD,
 AB8724'SOUTH ON COUNTY ROUTE 541 FOR 2.3 MI (3.7 KM) TO THE JUNCTION WITH
 AB8724'COUNTY ROUTE 636 ON THE RIGHT AND FOSTERTOWN ROAD ON THE LEFT, TURN
 AB8724'LEFT AND GO 0.75 MI (1.21 KM) SOUTHEAST ON FOSTERTOWN ROAD TO THE
 AB8724'AIRPORT ENTRANCE ON THE LEFT, TURN LEFT AND GO ABOUT 0.1 MI (0.2 KM)
 AB8724'EAST PAST THE FUEL PUMPS TO THE TAXIWAY, TURN LEFT AND GO 0.15 MI
 AB8724'(0.24 KM) NORTH ON THE TAXIWAY TO THE STATION ON THE RIGHT. THE
 AB8724'STATION IS SET OPPOSITE THE AIRCRAFT TAXIWAY AND AIRCRAFT PARKING AREA
 AB8724'IN FRONT OF THE HANGER COMPLEX, 58.2 FT (17.7 M) SOUTH OF THE SOUTH
 AB8724'EDGE OF THE TAXIWAY TO RUNWAY CONNECTOR TAXIWAY, 15.7 FT (4.8 M) EAST
 AB8724'OF THE EAST EDGE OF THE TAXIWAY, 59.2 FT (18.0 M) WEST OF THE WEST
 AB8724'EDGE OF THE RUNWAY, 50.0 FT (15.2 M) SOUTH SOUTHEAST OF THE BLUE
 AB8724'TAXIWAY LIGHT, 61.7 FT (18.8 M) SOUTHWEST OF THE BLUE TAXIWAY LIGHT,
 AB8724'66.5 FT (20.3 M) SOUTHWEST OF A WHITE RUNWAY LIGHT, 61.0 FT (18.6 M)
 AB8724'NORTHWEST OF A WHITE RUNWAY LIGHT, 1.5 FT (0.5 M) WEST OF A METAL
 AB8724'WITNESS POST AND IS SET FLUSH WITH THE GROUND.
 AB8724
 AB8724                          STATION RECOVERY (1996)
 AB8724
 AB8724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB8724'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3001 ***********************************************************************
 JU3001  DESIGNATION -  FOLSOM
 JU3001  PID         -  JU3001
 JU3001  STATE/COUNTY-  NJ/ATLANTIC
 JU3001  USGS QUAD   -  NEWTONVILLE (1972)
 JU3001
 JU3001                         *CURRENT SURVEY CONTROL
 JU3001  ___________________________________________________________________
 JU3001* NAD 83(1996)-  39 36 07.89297(N)    074 50 42.13217(W)     ADJUSTED  
 JU3001* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 JU3001  ___________________________________________________________________
 JU3001  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 JU3001  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JU3001
 JU3001  HORZ ORDER  -  FIRST
 JU3001
 JU3001.The horizontal coordinates were established by classical geodetic methods
 JU3001.and adjusted by the National Geodetic Survey in September 1999..
 JU3001
 JU3001.The orthometric height was scaled from a topographic map.
 JU3001
 JU3001.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3001
 JU3001.The geoid height was determined by GEOID03.
 JU3001
 JU3001;                    North         East     Units Scale Factor Converg.
 JU3001;SPC NJ       -    85,406.808   120,368.650   MT  0.99991081   -0 13 11.8
 JU3001;SPC NJ       -   280,205.50    394,909.48   sFT  0.99991081   -0 13 11.8
 JU3001;UTM  18      - 4,383,617.464   513,304.061   MT  0.99960218   +0 05 55.6
 JU3001
 JU3001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3001!SPC NJ       -   1.00000076  x   0.99991081  =   0.99991157
 JU3001!UTM  18      -   1.00000076  x   0.99960218  =   0.99960294
 JU3001
 JU3001:                Primary Azimuth Mark                     Grid Az
 JU3001:SPC NJ       -  HAMMONTON STANDPIPE                      043 51 46.3
 JU3001:UTM  18      -  HAMMONTON STANDPIPE                      043 32 38.9
 JU3001
 JU3001|---------------------------------------------------------------------|
 JU3001| PID    Reference Object                     Distance      Geod. Az  |
 JU3001|                                                           dddmmss.s |
 JU3001| JU2998 HAMMONTON STANDPIPE                 APPROX. 4.4 KM 0433834.5 |
 JU3001| CB1517 FOLSOM AZ MK                                       0562945.1 |
 JU3001| CB1518 FOLSOM RM 1                          27.378 METERS 14057     |
 JU3001| CB1519 FOLSOM RM 2                          24.338 METERS 24125     |
 JU3001|---------------------------------------------------------------------|
 JU3001
 JU3001                          SUPERSEDED SURVEY CONTROL
 JU3001
 JU3001  NAD 83(1991)-  39 36 07.87747(N)    074 50 42.12951(W) AD(       ) 1
 JU3001  NAD 83(1986)-  39 36 07.87563(N)    074 50 42.12888(W) AD(       ) 1
 JU3001  NAD 27      -  39 36 07.45400(N)    074 50 43.53700(W) AD(       ) 1
 JU3001
 JU3001.Superseded values are not recommended for survey control.
 JU3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3001.See file dsdata.txt to determine how the superseded data were derived.
 JU3001
 JU3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1330483617(NAD 83)
 JU3001_MARKER: DS = TRIANGULATION STATION DISK
 JU3001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3001
 JU3001  HISTORY     - Date     Condition        Report By
 JU3001  HISTORY     - 1935     MONUMENTED       CGS
 JU3001  HISTORY     - 1948     SEE DESCRIPTION  NJGS
 JU3001
 JU3001                          STATION DESCRIPTION
 JU3001
 JU3001'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU3001'FOLSOM IS IN FOLSOM BOROUGH, 12 MILES WEST-NORTHWEST OF EGG
 JU3001'HARBOR CITY, 3 MILES SOUTHWEST OF HAMMONTON, ON THE PROPERTY OF
 JU3001'FRANK UNGER OF FOLSOM, IN THE WEST ANGLE OF THE INTERSECTION OF THE
 JU3001'HAMMONTON-VINELAND ROAD AND THE BLUE ANCHOR-MAYS LANDING ROAD,
 JU3001'ABOUT 1 MILE WEST OF THE JUNCTION, ABOUT 130 PACES WEST-SOUTHWEST
 JU3001'OF A 2-STORY WHITE HOUSE (HOME OF FRANK UNGER), 33 PACES
 JU3001'SOUTHWEST OF THE SOUTHWEST EDGE OF CULTIVATED FIELD AND 2 PACES
 JU3001'SOUTH OF A FOOTPATH.
 JU3001'
 JU3001'FOLSOM IS A UNITED STATES AND GEODETIC SURVEY AND STATE SURVEY
 JU3001'TRAVERSE STATION.  THE ORIGINAL STATION MARK, WHICH WAS A
 JU3001'MONEL-METAL RIVET SET IN A CONCRETE MONUMENT, WAS REMOVED AND A
 JU3001'STANDARD UNITED STATES COAST AND GEODETIC SURVEY STATION MARK
 JU3001'DISK WAS SET IN A 12-INCH SQUARE BLOCK OF CONCRETE TO REPLACE
 JU3001'THE ORIGINAL MARK, NOTES 1A AND 7A.
 JU3001'
 JU3001'TO REACH FROM THE RAILROAD STATION IN HAMMONTON, GO SOUTHWEST
 JU3001'ON THE HAMMONTON-VINELAND ROAD FOR 3.0 MILES TO THE INTERSECTION
 JU3001'OF THE BLUE ANCHOR-MAYS LANDING ROAD.  BEAR RIGHT AND THEN SHARP
 JU3001'LEFT AROUND THE BUILDING IN THE WEST ANGLE OF THE INTERSECTION AND
 JU3001'CONTINUE SOUTHWEST ALONG THE SOUTHEAST EDGE OF A CULTIVATED FIELD
 JU3001'FOR ABOUT 120 YARDS AND TURN RIGHT ALONG THE SOUTHWEST EDGE OF
 JU3001'THE FIELD FOR ABOUT 80 YARDS TO THE STATION.
 JU3001'
 JU3001'REFERENCE MARK NO. 1 IS 89.82 FEET (27.378 METERS) SOUTH-SOUTHEAST
 JU3001'OF THE STATION AND 23 PACES WEST OF THE SOUTHWEST EDGE OF A
 JU3001'CULTIVATED FIELD, NOTE 11A.
 JU3001'
 JU3001'REFERENCE MARK NO. 2 IS 79.85 FEET (24.338 METERS) SOUTHWEST OF
 JU3001'THE STATION, 2 PACES SOUTH-SOUTHEAST OF A FOOTPATH, 5 PACES
 JU3001'NORTH OF A 2 INCH YOUNG PINE, NOTE 11A.
 JU3001'
 JU3001'AZIMUTH MARK IS UNITED STATES COAST AND GEODETIC SURVEY AND
 JU3001'STATE SURVEY TRAVERSE STATION NO. 1085 AND IS ABOUT 0.25 MILE
 JU3001'NORTHEAST OF THE STATION.  IT IS ALONG THE HAMMONTON-VINELAND
 JU3001'ROAD, 79 PACES SOUTHWEST OF A FARM-ROAD CROSSING, 43 PACES
 JU3001'WEST-SOUTHWEST OF TELEPHONE POLE NO. 98, 12 PACES NORTH-NORTHWEST
 JU3001'OF POLE NO. 99, 5 PACES NORTHWEST OF THE CENTERLINE OF THE ROAD.
 JU3001'A STANDARD U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY DISK
 JU3001'STAMPED 1085 AND SET IN THE TOP OF A 7-INCH CONCRETE CYLINDER.
 JU3001'
 JU3001'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED FROM THIS STATION.
 JU3001'
 JU3001'REFERENCE MARK NO. 2 IS 130.62 FEET WEST OF REFERENCE MARK NO. 1.
 JU3001
 JU3001                          STATION RECOVERY (1948)
 JU3001
 JU3001'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1948 (DLS)
 JU3001'STATION AND ALL MARKS HAVE BEEN COMPLETELY REMOVED FROM THE GROUND
 JU3001'AND ARE LYING AT THE APPROXIMATE LOCATION OF THE STATION.
 JU3001'
 JU3001'THERE IS NOW A GRAVEL PIT SAID TO BE OWNED BY THE N.J. STATE
 JU3001'HIGHWAY DEPARTMENT AT THIS LOCATION.  MONUMENTS ARE INTACT WITH
 JU3001'THE DISKS STILL IN THEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3075 ***********************************************************************
 JU3075  DESIGNATION -  FOOT
 JU3075  PID         -  JU3075
 JU3075  STATE/COUNTY-  NJ/CAMDEN
 JU3075  USGS QUAD   -  CAMDEN (1995)
 JU3075
 JU3075                         *CURRENT SURVEY CONTROL
 JU3075  ___________________________________________________________________
 JU3075* NAD 83(1996)-  39 57 55.07567(N)    075 04 27.08222(W)     ADJUSTED  
 JU3075* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 JU3075  ___________________________________________________________________
 JU3075  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 JU3075  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU3075
 JU3075  HORZ ORDER  -  SECOND
 JU3075
 JU3075.The horizontal coordinates were established by classical geodetic methods
 JU3075.and adjusted by the National Geodetic Survey in September 1999..
 JU3075
 JU3075.The orthometric height was scaled from a topographic map.
 JU3075
 JU3075.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3075
 JU3075.The geoid height was determined by GEOID03.
 JU3075
 JU3075;                    North         East     Units Scale Factor Converg.
 JU3075;SPC NJ       -   125,819.648   100,947.693   MT  0.99992961   -0 22 07.8
 JU3075;SPC NJ       -   412,793.30    331,192.56   sFT  0.99992961   -0 22 07.8
 JU3075;SPC PA S     -    73,633.300   828,577.315   MT  0.99999516   +1 44 09.8
 JU3075;SPC PA S     -   241,578.59  2,718,424.07   sFT  0.99999516   +1 44 09.8
 JU3075;UTM  18      - 4,423,908.371   493,664.001   MT  0.99960049   -0 02 51.6
 JU3075
 JU3075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3075!SPC NJ       -   1.00000301  x   0.99992961  =   0.99993262
 JU3075!SPC PA S     -   1.00000301  x   0.99999516  =   0.99999817
 JU3075!UTM  18      -   1.00000301  x   0.99960049  =   0.99960350
 JU3075
 JU3075:                Primary Azimuth Mark                     Grid Az
 JU3075:SPC NJ       -  TACONY REAR RANGE LIGHT                  020 13 49.0
 JU3075:SPC PA S     -  TACONY REAR RANGE LIGHT                  018 07 31.4
 JU3075:UTM  18      -  TACONY REAR RANGE LIGHT                  019 54 32.8
 JU3075
 JU3075|---------------------------------------------------------------------|
 JU3075| PID    Reference Object                     Distance      Geod. Az  |
 JU3075|                                                           dddmmss.s |
 JU3075| KV3675 TACONY REAR RANGE LIGHT             APPROX. 5.7 KM 0195141.2 |
 JU3075| CB1520 FOOT RM 1                            35.832 METERS 06406     |
 JU3075| AR5415 FOOT RM 2                            29.352 METERS 13048     |
 JU3075| JU3074 CAMDEN                              APPROX. 4.5 KM 2395606.1 |
 JU3075| CB1215 BANK RM 1                            33.650 METERS 30026     |
 JU3075| JU3027 BANK                                 41.628 METERS 31149     |
 JU3075|---------------------------------------------------------------------|
 JU3075
 JU3075                          SUPERSEDED SURVEY CONTROL
 JU3075
 JU3075  NAD 83(1991)-  39 57 55.07310(N)    075 04 27.08473(W) AD(       ) 2
 JU3075  NAD 83(1986)-  39 57 55.07002(N)    075 04 27.08808(W) AD(       ) 2
 JU3075  NAD 27      -  39 57 54.66920(N)    075 04 28.45880(W) AD(       ) 2
 JU3075
 JU3075.Superseded values are not recommended for survey control.
 JU3075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3075.See file dsdata.txt to determine how the superseded data were derived.
 JU3075
 JU3075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9366423908(NAD 83)
 JU3075_MARKER: DS = TRIANGULATION STATION DISK
 JU3075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3075_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3075
 JU3075  HISTORY     - Date     Condition        Report By
 JU3075  HISTORY     - 1933     MONUMENTED       CGS
 JU3075  HISTORY     - 1935     GOOD             CGS
 JU3075  HISTORY     - 1946     GOOD             CGS
 JU3075
 JU3075                          STATION DESCRIPTION
 JU3075
 JU3075'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3075'THIS STATION IS ABOUT 2.5 MILES NE OF THE CITY HALL IN CAMDEN,
 JU3075'IN PENSAUKEN TOWNSHIP, AT THE FOOT OF FORTY-SEVENTH STREET.  THE
 JU3075'STATION IS APPROXIMATELY IN LINE WITH THE E EDGE OF THE MUD FILL
 JU3075'IN THE RIVER, AND IN LINE WITH THE W EDGE OF FORTY-SEVENTH
 JU3075'STREET.  THE MARK IS 14 FEET S OF THE EDGE OF THE BANK, 34.5
 JU3075'FEET NW OF THE NW CORNER OF THE CURBING, AND 63 FEET NW OF THE
 JU3075'NORTHERLY ONE OF TWO ELM TREES ON THE W SIDE OF THE STREET.
 JU3075'THE MARK PROJECTS 3 INCHES.
 JU3075'
 JU3075'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 JU3075'IN CONCRETE AS DESCRIBED.
 JU3075'
 JU3075'REFERENCE MARK NO.1 IS E OF THE STATION, 6 FEET N OF THE N
 JU3075'EDGE OF THE SIDEWALK, 30 FEET S OF THE EDGE OF THE BANK, AND
 JU3075'75 FEET E OF THE NW CORNER OF THE CURBING.  THE MARK IS A
 JU3075'STANDARD DISK SET IN THE CONCRETE CURBING.
 JU3075'
 JU3075'REFERENCE MARK NO.2 IS SSE OF THE STATION.  4 FEET W OF THE
 JU3075'W EDGE OF THE SIDEWALK, 15 FEET E OF THE CENTER LINE OF
 JU3075'FORTY-SEVENTH STREET, AND 65 FEET S OF THE NW CORNER OF THE
 JU3075'CURBING.  THE MARK IS A STANDARD DISK SET IN THE CONCRETE CURB.
 JU3075'
 JU3075'STATION BANK IS OVER THE EDGE OF THE BANK AND ACROSS THE
 JU3075'RAILROAD, NNW OF FOOT.  BANK STATION MARK IS A 1-INCH IRON PIPE
 JU3075'BURIED IN THE GROUND, WITH ITS TOP 8 INCHES BELOW THE SURFACE
 JU3075'AND COVERED WITH STONES.  IT IS 309.4 FEET E OF THE WHISTLE POST
 JU3075'THAT STANDS WHERE THE RAILROAD CURVES AWAY FROM THE RIVER,
 JU3075'11.6 FEET N OF THE OUTER RAIL, 9.0 FEET S OF THE EDGE OF THE
 JU3075'BANK, 88.0 FEET NE OF A HICKORY STUMP.  BANK WAS ESTABLISHED BY
 JU3075'U.S. ENGINEERS, AND RECOVERED BY L.D.G. IN 1925.
 JU3075'
 JU3075'BANK REFERENCE MARK NO.1 IS W OF BANK AND NNW OF FOOT.  IT IS
 JU3075'A C. AND G.S. REFERENCE MARK SET.  28.4
 JU3075'FEET (8.67 METERS) W OF BANK, 11 FEET N OF THE OUTER RAIL, AND
 JU3075'8 FEET S OF THE EDGE OF THE BANK.
 JU3075'
 JU3075'TO REACH THE STATION GO TO THE UNDERPASS ON RIVER ROAD IN THE
 JU3075'W END OF DELAIR, THEN GO SW ON RIVER ROAD (TOWARD CAMDEN) 1.1
 JU3075'MILES TO FORTY-SEVENTH STREET.  THEN N ON FORTY-SEVENTH STREET
 JU3075'TO ITS END AND THE STATION.
 JU3075
 JU3075                          STATION RECOVERY (1935)
 JU3075
 JU3075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 JU3075'IN PENSAUKEN, ABOUT 2.5 MILES NE OF THE CAMDEN CITY HALL, FOOT
 JU3075'OF FORTY-SEVENTH STREET, 14 FEET S OF EDGE OF BANK, 34.5 FEET
 JU3075'NW OF THE NW CORNER OF CURBING, 63 FEET NW OF NORTHERNMOST OF
 JU3075'TWO ELM TREES ON W SIDE OF STREET, IN LINE WITH W EDGE OF
 JU3075'FORTY-SEVENTH STREET.  MARK PROTRUDES 5 INCHES.
 JU3075'
 JU3075'REFERENCE MARK NO.1 IS A STANDARD TABLET IN CURB E OF STATION,
 JU3075'6 FEET N OF N EDGE SIDEWALK, 30 FEET S OF W EDGE OF BANK,
 JU3075'75 FEET E OF NW CORNER CURB.
 JU3075'
 JU3075'REFERENCE MARK NO.2 IS A STANDARD TABLET IN CURB SSE OF
 JU3075'STATION, 4 FEET W OF W EDGE SIDEWALK, 15 FEET E OF CENTER LINE
 JU3075'OF FORTY-SEVENTH STREET, 65 FEET S OF NW CORNER CURB.
 JU3075'
 JU3075'POSITION NOT RE-DETERMINED.
 JU3075
 JU3075                          STATION RECOVERY (1946)
 JU3075
 JU3075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3075'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DISTANCES
 JU3075'TO REFERENCE MARKS WERE MEASURED AND FOUND TO BE CORRECT.  ORIGINAL
 JU3075'1933 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AR5415 ***********************************************************************
 AR5415  DESIGNATION -  FOOT RM 2
 AR5415  PID         -  AR5415
 AR5415  STATE/COUNTY-  NJ/CAMDEN
 AR5415  USGS QUAD   -  CAMDEN (1995)
 AR5415
 AR5415                         *CURRENT SURVEY CONTROL
 AR5415  ___________________________________________________________________
 AR5415* NAD 83(1986)-  39 57 55.     (N)    075 04 26.     (W)     SCALED    
 AR5415* NAVD 88     -        16.635  (meters)      54.58   (feet)  ADJUSTED  
 AR5415  ___________________________________________________________________
 AR5415  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 AR5415  DYNAMIC HT  -          16.627 (meters)      54.55  (feet)  COMP
 AR5415  MODELED GRAV-     980,188.4   (mgal)                       NAVD 88
 AR5415
 AR5415  VERT ORDER  -  FIRST     CLASS II
 AR5415
 AR5415.The horizontal coordinates were scaled from a topographic map and have
 AR5415.an estimated accuracy of +/- 6 seconds.
 AR5415
 AR5415.The orthometric height was determined by differential leveling
 AR5415.and adjusted by the National Geodetic Survey in March 2005..
 AR5415.No vertical observational check was made to the station.
 AR5415
 AR5415.The geoid height was determined by GEOID03.
 AR5415
 AR5415.The dynamic height is computed by dividing the NAVD 88
 AR5415.geopotential number by the normal gravity value computed on the
 AR5415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR5415.degrees latitude (g = 980.6199 gals.).
 AR5415
 AR5415.The modeled gravity was interpolated from observed gravity values.
 AR5415
 AR5415;                    North         East    Units  Estimated Accuracy
 AR5415;SPC NJ       -   125,820.      100,970.      MT  (+/- 180 meters Scaled)
 AR5415
 AR5415                          SUPERSEDED SURVEY CONTROL
 AR5415
 AR5415.No superseded survey control is available for this station.
 AR5415
 AR5415_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK936239(NAD 83)
 AR5415_MARKER: DR = REFERENCE MARK DISK
 AR5415_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AR5415_SP_SET: CURB
 AR5415_STAMPING: FOOT NO 2 1925
 AR5415_MARK LOGO: CGS   
 AR5415_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR5415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR5415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AR5415+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2000
 AR5415
 AR5415  HISTORY     - Date     Condition        Report By
 AR5415  HISTORY     - 1933     MONUMENTED       CGS
 AR5415  HISTORY     - 20000711 GOOD             NJGS
 AR5415
 AR5415                          STATION DESCRIPTION
 AR5415
 AR5415'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AR5415'THE STATION IS LOCATED IN PENNSAUKEN TOWNSHIP ON THE NORTHEAST SIDE OF
 AR5415'47TH STREET.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AR5415'ROUTE 73 AND RIVER ROAD, COUNTY ROAD 543 IN THE BOROUGH OF PALMYRA IN
 AR5415'BURLINGTON COUNTY, GO SOUTHWEST ON RIVER ROAD FOR 3.2 MI (5.1 KM) TO
 AR5415'THE INTERSECTION WITH 47TH STREET.  TURN RIGHT AND GO NORTHEAST ON
 AR5415'47TH STREET FOR 0.10 MI (0.16 KM) TO THE STATION ON THE RIGHT, SET
 AR5415'FLUSH WITH THE CURB, 15.0 FT (4.6 M) EAST OF THE CENTERLINE OF
 AR5415'FORTY-SEVENTH ST, AND 4.0 FT (1.2 M) WEST OF WEST EDGE OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4043 ***********************************************************************
 KV4043  DESIGNATION -  FORD
 KV4043  PID         -  KV4043
 KV4043  STATE/COUNTY-  NJ/BERGEN
 KV4043  USGS QUAD   -  WEEHAWKEN (1995)
 KV4043
 KV4043                         *CURRENT SURVEY CONTROL
 KV4043  ___________________________________________________________________
 KV4043* NAD 83(1996)-  40 49 19.65056(N)    074 07 24.35690(W)     ADJUSTED  
 KV4043* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4043  ___________________________________________________________________
 KV4043  LAPLACE CORR-           6.31  (seconds)                    DEFLEC99
 KV4043  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KV4043
 KV4043  HORZ ORDER  -  THIRD
 KV4043
 KV4043.The horizontal coordinates were established by classical geodetic methods
 KV4043.and adjusted by the National Geodetic Survey in September 1999..
 KV4043
 KV4043.The orthometric height was scaled from a topographic map.
 KV4043
 KV4043.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4043
 KV4043.The geoid height was determined by GEOID03.
 KV4043
 KV4043;                    North         East     Units Scale Factor Converg.
 KV4043;SPC NJ       -   220,864.386   181,764.457   MT  0.99991241   +0 14 46.2
 KV4043;SPC NJ       -   724,619.24    596,338.89   sFT  0.99991241   +0 14 46.2
 KV4043;SPC NY L     -    72,793.584   289,587.173   MT  0.99999502   -0 04 50.6
 KV4043;SPC NY L     -   238,823.62    950,087.25   sFT  0.99999502   -0 04 50.6
 KV4043;UTM  18      - 4,519,381.225   573,918.929   MT  0.99966725   +0 34 23.0
 KV4043
 KV4043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4043!SPC NJ       -   1.00000462  x   0.99991241  =   0.99991703
 KV4043!SPC NY L     -   1.00000462  x   0.99999502  =   0.99999964
 KV4043!UTM  18      -   1.00000462  x   0.99966725  =   0.99967187
 KV4043
 KV4043:                Primary Azimuth Mark                     Grid Az
 KV4043:SPC NJ       -  BOAT 1913                                016 32 39.4
 KV4043:SPC NY L     -  BOAT 1913                                016 52 16.2
 KV4043:UTM  18      -  BOAT 1913                                016 13 02.6
 KV4043
 KV4043|---------------------------------------------------------------------|
 KV4043| PID    Reference Object                     Distance      Geod. Az  |
 KV4043|                                                           dddmmss.s |
 KV4043| KV4022 BOAT 1913                           410.962 METERS 0164725.6 |
 KV4043| CB5941 FORD RM 2                                          06001     |
 KV4043| KV4189 LAKE                                280.016 METERS 22203     |
 KV4043| KV4184 POND                                328.478 METERS 26938     |
 KV4043| KV4039 HOTEL                               108.752 METERS 31139     |
 KV4043| CB5940 FORD RM 1                                          31825     |
 KV4043|---------------------------------------------------------------------|
 KV4043
 KV4043                          SUPERSEDED SURVEY CONTROL
 KV4043
 KV4043  NAD 83(1996)-  40 49 19.65032(N)    074 07 24.35720(W) AD(       ) 3
 KV4043  NAD 83(1996)-  40 49 19.64695(N)    074 07 24.36627(W) AD(       ) 3
 KV4043  NAD 83(1992)-  40 49 19.64695(N)    074 07 24.36628(W) AD(       ) 3
 KV4043  NAD 83(1986)-  40 49 19.64725(N)    074 07 24.36645(W) AD(       ) 3
 KV4043  NAD 27      -  40 49 19.28300(N)    074 07 25.84500(W) AD(       ) 3
 KV4043
 KV4043.Superseded values are not recommended for survey control.
 KV4043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4043.See file dsdata.txt to determine how the superseded data were derived.
 KV4043
 KV4043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7391919381(NAD 83)
 KV4043_MARKER: Z = SEE DESCRIPTION
 KV4043_SETTING: 0 = UNSPECIFIED SETTING
 KV4043
 KV4043  HISTORY     - Date     Condition        Report By
 KV4043  HISTORY     - 1913     MONUMENTED       CGS
 KV4043  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4043
 KV4043                          STATION DESCRIPTION
 KV4043
 KV4043'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4043'STATION IS ON THE E SIDE OF PASSAIC RIVER, ABOUT 40 METERS FROM
 KV4043'THE E ABUTMENT OF THE DRAW OF THE RUTHERFORD AVENUE BRIDGE AND 2
 KV4043'METERS FROM THE SHORE ABUTMENT OF THE BRIDGE.
 KV4043'
 KV4043'THE STATION IS MARKED BY A BRASS WEDGE DRIVEN IN A BLOCK OF THE
 KV4043'DRIVEWAY OF THE BRIDGE.
 KV4043
 KV4043                          STATION RECOVERY (1933)
 KV4043
 KV4043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4043'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4839 ***********************************************************************
 KV4839  DESIGNATION -  FORDS GENERAL CERAMICS CHIMNEY
 KV4839  PID         -  KV4839
 KV4839  STATE/COUNTY-  NJ/MIDDLESEX
 KV4839  USGS QUAD   -  PERTH AMBOY (1981)
 KV4839
 KV4839                         *CURRENT SURVEY CONTROL
 KV4839  ___________________________________________________________________
 KV4839* NAD 83(1996)-  40 31 51.87439(N)    074 20 24.17221(W)     ADJUSTED  
 KV4839* NAVD 88     -                                                        
 KV4839  ___________________________________________________________________
 KV4839  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 KV4839  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KV4839
 KV4839  HORZ ORDER  -  THIRD
 KV4839
 KV4839.The horizontal coordinates were established by classical geodetic methods
 KV4839.and adjusted by the National Geodetic Survey in September 1999..
 KV4839
 KV4839
 KV4839.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4839
 KV4839.The geoid height was determined by GEOID03.
 KV4839
 KV4839;                    North         East     Units Scale Factor Converg.
 KV4839;SPC NJ       -   188,491.369   163,551.176   MT  0.99990226   +0 06 14.2
 KV4839;SPC NJ       -   618,408.77    536,584.15   sFT  0.99990226   +0 06 14.2
 KV4839;SPC NY L     -    40,521.850   271,187.986   MT  1.00001032   -0 13 20.7
 KV4839;SPC NY L     -   132,945.44    889,722.58   sFT  1.00001032   -0 13 20.7
 KV4839;UTM  18      - 4,486,913.396   555,894.675   MT  0.99963846   +0 25 44.0
 KV4839
 KV4839                          SUPERSEDED SURVEY CONTROL
 KV4839
 KV4839  NAD 83(1996)-  40 31 51.87438(N)    074 20 24.17292(W) AD(       ) 4
 KV4839  NAD 83(1986)-  40 31 51.87763(N)    074 20 24.17144(W) AD(       ) 4
 KV4839  NAD 27      -  40 31 51.49700(N)    074 20 25.63600(W) AD(       ) 3
 KV4839
 KV4839.Superseded values are not recommended for survey control.
 KV4839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4839.See file dsdata.txt to determine how the superseded data were derived.
 KV4839
 KV4839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5589586913(NAD 83)
 KV4839_MARKER: 85 = CHIMNEY
 KV4839
 KV4839  HISTORY     - Date     Condition        Report By
 KV4839  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4839
 KV4839                          STATION DESCRIPTION
 KV4839
 KV4839'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4839'THE CHIMNEY, N OF THE RARITAN RIVER, IN THE TOWN OF FORDS, 0.3
 KV4839'MILE S ON JACKSON AVENUE FROM AMBOY AVENUE, IN THE PLANT OF THE
 KV4839'GENERAL CERAMICS COMPANY, RISING ABOVE A LARGE BUILDING NEAR ITS
 KV4839'S END.  IT IS A TALL, ROUND, RED-BRICK CHIMNEY (9.6 METER BASE
 KV4839'CIRCUMFERENCE) HAVING A PLAIN-TOP, WITH THE VERTICAL LETTERS
 KV4839'G.C. CO. GAS KILN ON ITS SIDE.
 KV4839'
 KV4839'THE STATION IS THE CHIMNEY-TOP, APPROXIMATELY 200 FEET ABOVE
 KV4839'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4851 ***********************************************************************
 KV4851  DESIGNATION -  FORDS HAYDEN CHEMICAL CO TANK
 KV4851  PID         -  KV4851
 KV4851  STATE/COUNTY-  NJ/MIDDLESEX
 KV4851  USGS QUAD   -  PERTH AMBOY (1981)
 KV4851
 KV4851                         *CURRENT SURVEY CONTROL
 KV4851  ___________________________________________________________________
 KV4851* NAD 83(1996)-  40 30 51.70026(N)    074 19 21.58498(W)     ADJUSTED  
 KV4851* NAVD 88     -                                                        
 KV4851  ___________________________________________________________________
 KV4851  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 KV4851  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KV4851
 KV4851  HORZ ORDER  -  THIRD
 KV4851
 KV4851.The horizontal coordinates were established by classical geodetic methods
 KV4851.and adjusted by the National Geodetic Survey in September 1999..
 KV4851
 KV4851
 KV4851.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4851
 KV4851.The geoid height was determined by GEOID03.
 KV4851
 KV4851;                    North         East     Units Scale Factor Converg.
 KV4851;SPC NJ       -   186,638.255   165,027.799   MT  0.99990278   +0 06 54.7
 KV4851;SPC NJ       -   612,329.01    541,428.70   sFT  0.99990278   +0 06 54.7
 KV4851;SPC PA S     -   136,771.280   890,381.280   MT  0.99996012   +2 13 25.1
 KV4851;SPC PA S     -   448,723.77  2,921,192.58   sFT  0.99996012   +2 13 25.1
 KV4851;UTM  18      - 4,485,069.169   557,381.390   MT  0.99964053   +0 26 24.1
 KV4851
 KV4851                          SUPERSEDED SURVEY CONTROL
 KV4851
 KV4851  NAD 83(1996)-  40 30 51.70006(N)    074 19 21.58552(W) AD(       ) 4
 KV4851  NAD 83(1986)-  40 30 51.70247(N)    074 19 21.58340(W) AD(       ) 4
 KV4851  NAD 27      -  40 30 51.17600(N)    074 19 23.02500(W) AD(       ) 3
 KV4851
 KV4851.Superseded values are not recommended for survey control.
 KV4851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4851.See file dsdata.txt to determine how the superseded data were derived.
 KV4851
 KV4851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5738185069(NAD 83)
 KV4851_MARKER: 53 = ELEVATED TANK
 KV4851
 KV4851  HISTORY     - Date     Condition        Report By
 KV4851  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4851
 KV4851                          STATION DESCRIPTION
 KV4851
 KV4851'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4851'THE TANK, N OF THE RARITAN RIVER, IN FORDS 0.6 MILE S OF KING
 KV4851'GEORGES ROAD AND 0.6 MILE W OF NEW BRUNSWICK AVENUE, RISING IN
 KV4851'THE YARD OF THE HAYDEN CHEMICAL COMPANYS PLANT.  IT IS AN
 KV4851'ORDINARY-TYPE, CONICAL-TOP, ALUMINUM-PAINTED STEEL WATER TANK
 KV4851'(5.2 METERS DIAMETER) SUPPORTED BY A STEEL FRAMEWORK.
 KV4851'
 KV4851'THE STATION IS THE TANKS BALL APEX, APPROXIMATELY 150 FEET ABOVE
 KV4851'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4856 ***********************************************************************
 KV4856  DESIGNATION -  FORDS HAYDEN CHEMICAL CO CHIM
 KV4856  PID         -  KV4856
 KV4856  STATE/COUNTY-  NJ/MIDDLESEX
 KV4856  USGS QUAD   -  PERTH AMBOY (1981)
 KV4856
 KV4856                         *CURRENT SURVEY CONTROL
 KV4856  ___________________________________________________________________
 KV4856* NAD 83(1996)-  40 30 50.49582(N)    074 19 16.97207(W)     ADJUSTED  
 KV4856* NAVD 88     -                                                        
 KV4856  ___________________________________________________________________
 KV4856  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 KV4856  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KV4856
 KV4856  HORZ ORDER  -  THIRD
 KV4856
 KV4856.The horizontal coordinates were established by classical geodetic methods
 KV4856.and adjusted by the National Geodetic Survey in September 1999..
 KV4856
 KV4856
 KV4856.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4856
 KV4856.The geoid height was determined by GEOID03.
 KV4856
 KV4856;                    North         East     Units Scale Factor Converg.
 KV4856;SPC NJ       -   186,601.326   165,136.458   MT  0.99990282   +0 06 57.7
 KV4856;SPC NJ       -   612,207.85    541,785.20   sFT  0.99990282   +0 06 57.7
 KV4856;SPC NY L     -    38,622.602   272,762.649   MT  1.00001201   -0 12 36.8
 KV4856;SPC NY L     -   126,714.32    894,888.79   sFT  1.00001201   -0 12 36.8
 KV4856;UTM  18      - 4,485,032.867   557,490.228   MT  0.99964068   +0 26 27.1
 KV4856
 KV4856                          SUPERSEDED SURVEY CONTROL
 KV4856
 KV4856  NAD 83(1996)-  40 30 50.49566(N)    074 19 16.97262(W) AD(       ) 4
 KV4856  NAD 83(1986)-  40 30 50.49812(N)    074 19 16.97050(W) AD(       ) 4
 KV4856  NAD 27      -  40 30 50.11700(N)    074 19 18.43900(W) AD(       ) 3
 KV4856
 KV4856.Superseded values are not recommended for survey control.
 KV4856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4856.See file dsdata.txt to determine how the superseded data were derived.
 KV4856
 KV4856_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5749085033(NAD 83)
 KV4856_MARKER: 85 = CHIMNEY
 KV4856
 KV4856  HISTORY     - Date     Condition        Report By
 KV4856  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4856
 KV4856                          STATION DESCRIPTION
 KV4856
 KV4856'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4856'THE CHIMNEY, N OF THE RARITAN RIVER, APPROXIMATELY MIDWAY
 KV4856'BETWEEN KING GEORGES OLD POST ROAD AND THE RIVER, ON A FLAT
 KV4856'MEADOW, IN THE PLANT OF THE HAYDEN CHEMICAL COMPANY RISING FROM
 KV4856'THE GROUND W OF THE POWER HOUSE.  IT IS A ROUND YELLOW-BRICK
 KV4856'CHIMNEY (12.1 METERS BASE CIRCUMFERENCE).
 KV4856'
 KV4856'THE STATION IS THE CHIMNEY-TOP, APPROXIMATELY 140 FEET ABOVE
 KV4856'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4836 ***********************************************************************
 KV4836  DESIGNATION -  FORDS PORCELAIN CO TANK
 KV4836  PID         -  KV4836
 KV4836  STATE/COUNTY-  NJ/MIDDLESEX
 KV4836  USGS QUAD   -  PERTH AMBOY (1981)
 KV4836
 KV4836                         *CURRENT SURVEY CONTROL
 KV4836  ___________________________________________________________________
 KV4836* NAD 83(1996)-  40 31 35.58193(N)    074 19 02.99676(W)     ADJUSTED  
 KV4836* NAVD 88     -                                                        
 KV4836  ___________________________________________________________________
 KV4836  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 KV4836  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KV4836
 KV4836  HORZ ORDER  -  THIRD
 KV4836
 KV4836.The horizontal coordinates were established by classical geodetic methods
 KV4836.and adjusted by the National Geodetic Survey in September 1999..
 KV4836
 KV4836
 KV4836.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4836
 KV4836.The geoid height was determined by GEOID03.
 KV4836
 KV4836;                    North         East     Units Scale Factor Converg.
 KV4836;SPC NJ       -   187,992.576   165,462.550   MT  0.99990294   +0 07 06.9
 KV4836;SPC NJ       -   616,772.31    542,855.05   sFT  0.99990294   +0 07 06.9
 KV4836;UTM  18      - 4,486,425.578   557,808.343   MT  0.99964113   +0 26 36.6
 KV4836
 KV4836                          SUPERSEDED SURVEY CONTROL
 KV4836
 KV4836  NAD 83(1996)-  40 31 35.58185(N)    074 19 02.99727(W) AD(       ) 4
 KV4836  NAD 83(1986)-  40 31 35.58434(N)    074 19 02.99487(W) AD(       ) 4
 KV4836  NAD 27      -  40 31 35.20600(N)    074 19 04.46500(W) AD(       ) 3
 KV4836
 KV4836.Superseded values are not recommended for survey control.
 KV4836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4836.See file dsdata.txt to determine how the superseded data were derived.
 KV4836
 KV4836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5780886426(NAD 83)
 KV4836_MARKER: 53 = ELEVATED TANK
 KV4836
 KV4836  HISTORY     - Date     Condition        Report By
 KV4836  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4836
 KV4836                          STATION DESCRIPTION
 KV4836
 KV4836'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4836'THE TANK, N OF RARITAN RIVER, IN THE TOWN OF FORDS 0.2 MILE W ON
 KV4836'KING GEORGES OLD POST ROAD FROM NEW BRUNSWICK AVENUE, IN THE
 KV4836'PLANT OF THE FORDS PORCELAIN COMPANY, RISING FROM THE GROUND NEAR
 KV4836'AN IRREGULARLY-SHAPED, TWO-STORY, BRICK BUILDING.  IT IS AN
 KV4836'ORDINARY-TYPE, CONICAL TOP, ALUMINUM-PAINTED, STEEL WATER TANK
 KV4836'9.0 METERS DIAMETER, SUPPORTED BY A STEEL FRAMEWORK.
 KV4836'
 KV4836'THE STATION IS THE TANKS BALL APEX, APPROXIMATELY 150 FEET
 KV4836'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU4047 ***********************************************************************
 KU4047  DESIGNATION -  FOREST
 KU4047  PID         -  KU4047
 KU4047  STATE/COUNTY-  NJ/BERGEN
 KU4047  USGS QUAD   -  YONKERS (1979)
 KU4047
 KU4047                         *CURRENT SURVEY CONTROL
 KU4047  ___________________________________________________________________
 KU4047* NAD 83(1996)-  40 58 54.05829(N)    073 54 21.13253(W)     ADJUSTED  
 KU4047* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU4047  ___________________________________________________________________
 KU4047  LAPLACE CORR-           6.69  (seconds)                    DEFLEC99
 KU4047  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 KU4047
 KU4047  HORZ ORDER  -  THIRD
 KU4047
 KU4047.The horizontal coordinates were established by classical geodetic methods
 KU4047.and adjusted by the National Geodetic Survey in September 1999..
 KU4047
 KU4047.The orthometric height was scaled from a topographic map.
 KU4047
 KU4047.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4047
 KU4047.The geoid height was determined by GEOID03.
 KU4047
 KU4047;                    North         East     Units Scale Factor Converg.
 KU4047;SPC NJ       -   238,683.584   199,996.188   MT  0.99993075   +0 23 22.7
 KU4047;SPC NJ       -   783,081.06    656,154.16   sFT  0.99993075   +0 23 22.7
 KU4047;SPC NY L     -    90,509.630   307,921.804   MT  0.99999753   +0 03 41.6
 KU4047;SPC NY L     -   296,947.01  1,010,240.12   sFT  0.99999753   +0 03 41.6
 KU4047;SPC NY E     -   238,683.584   199,996.188   MT  0.99993075   +0 23 22.7
 KU4047;SPC NY E     -   783,081.06    656,154.16   sFT  0.99993075   +0 23 22.7
 KU4047;UTM  18      - 4,537,300.089   592,044.260   MT  0.99970427   +0 43 03.4
 KU4047
 KU4047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4047!SPC NJ       -   1.00000480  x   0.99993075  =   0.99993555
 KU4047!SPC NY L     -   1.00000480  x   0.99999753  =   1.00000233
 KU4047!SPC NY E     -   1.00000480  x   0.99993075  =   0.99993555
 KU4047!UTM  18      -   1.00000480  x   0.99970427  =   0.99970907
 KU4047
 KU4047:                Primary Azimuth Mark                     Grid Az
 KU4047:SPC NJ       -  HASTINGS ON HUD AM BRASS CO TK           049 09 40.5
 KU4047:SPC NY L     -  HASTINGS ON HUD AM BRASS CO TK           049 29 21.6
 KU4047:SPC NY E     -  HASTINGS ON HUD AM BRASS CO TK           049 09 40.5
 KU4047:UTM  18      -  HASTINGS ON HUD AM BRASS CO TK           048 49 59.8
 KU4047
 KU4047|---------------------------------------------------------------------|
 KU4047| PID    Reference Object                     Distance      Geod. Az  |
 KU4047|                                                           dddmmss.s |
 KU4047| KU4090 HASTINGS ON HUD AM BRASS CO TK      APPROX. 2.2 KM 0493303.2 |
 KU4047| KU3665 GREEN TANK                          APPROX. 3.6 KM 0630325.0 |
 KU4047| KU4069 GREYSTONE UNTERMEYER 1921           APPROX. 2.5 KM 1391016.8 |
 KU4047| KU4114 YONKERS CITY HALL CUPOLA            APPROX. 5.5 KM 1730602.8 |
 KU4047| KU4063 ROON                                480.963 METERS 3534512.6 |
 KU4047|---------------------------------------------------------------------|
 KU4047
 KU4047                          SUPERSEDED SURVEY CONTROL
 KU4047
 KU4047  NAD 83(1996)-  40 58 54.05827(N)    073 54 21.13254(W) AD(       ) 3
 KU4047  NAD 83(1996)-  40 58 54.05848(N)    073 54 21.13330(W) AD(       ) 3
 KU4047  NAD 83(1992)-  40 58 54.05635(N)    073 54 21.13417(W) AD(       ) 3
 KU4047  NAD 83(1986)-  40 58 54.05944(N)    073 54 21.13171(W) AD(       ) 3
 KU4047  NAD 27      -  40 58 53.70800(N)    073 54 22.64500(W) AD(       ) 3
 KU4047
 KU4047.Superseded values are not recommended for survey control.
 KU4047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4047.See file dsdata.txt to determine how the superseded data were derived.
 KU4047
 KU4047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9204437300(NAD 83)
 KU4047_MARKER: DS = TRIANGULATION STATION DISK
 KU4047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4047
 KU4047  HISTORY     - Date     Condition        Report By
 KU4047  HISTORY     - 1930     MONUMENTED       CGS
 KU4047  HISTORY     - 1939     MARK NOT FOUND   CGS
 KU4047
 KU4047                          STATION DESCRIPTION
 KU4047
 KU4047'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 KU4047'AT FOREST VIEW, ABOUT 0.9 MILE S OF STATE LINE IN AN OPEN GRASSY
 KU4047'PLAZA BETWEEN TWO PIERS.  THE ROAD ALONG THE BEACH FROM THE S
 KU4047'ENDS AT THIS PLAZA.  W SIDE OF RIVER IN NEW JERSEY.
 KU4047'
 KU4047'STATION IS STANDARD BRONZE DISK SET IN CONCRETE.
 KU4047
 KU4047                          STATION RECOVERY (1939)
 KU4047
 KU4047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (CT)
 KU4047'STATION IS NOW COVERED BY A FILL.  INFORMATION SUBMITTED BY THE
 KU4047'TENDER GILBERT WHILE MAKING FIELD INSPECTION OF AIR PHOTOGRAPHS IN
 KU4047'MARCH 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2649 ***********************************************************************
 JU2649  DESIGNATION -  FORK
 JU2649  PID         -  JU2649
 JU2649  STATE/COUNTY-  NJ/OCEAN
 JU2649  USGS QUAD   -  FORKED RIVER (1989)
 JU2649
 JU2649                         *CURRENT SURVEY CONTROL
 JU2649  ___________________________________________________________________
 JU2649* NAD 83(1996)-  39 50 07.38034(N)    074 08 58.00474(W)     ADJUSTED  
 JU2649* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2649  ___________________________________________________________________
 JU2649  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 JU2649  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JU2649
 JU2649  HORZ ORDER  -  THIRD
 JU2649
 JU2649.The horizontal coordinates were established by classical geodetic methods
 JU2649.and adjusted by the National Geodetic Survey in September 1999..
 JU2649
 JU2649.The orthometric height was scaled from a topographic map.
 JU2649
 JU2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2649
 JU2649.The geoid height was determined by GEOID03.
 JU2649
 JU2649;                    North         East     Units Scale Factor Converg.
 JU2649;SPC NJ       -   111,297.153   180,003.972   MT  0.99991108   +0 13 28.4
 JU2649;SPC NJ       -   365,147.41    590,563.03   sFT  0.99991108   +0 13 28.4
 JU2649;UTM  18      - 4,409,832.701   572,777.582   MT  0.99966521   +0 32 41.6
 JU2649
 JU2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2649!SPC NJ       -   1.00000510  x   0.99991108  =   0.99991618
 JU2649!UTM  18      -   1.00000510  x   0.99966521  =   0.99967031
 JU2649
 JU2649:                Primary Azimuth Mark                     Grid Az
 JU2649:SPC NJ       -  CEDAR CREEK CG FLAGTOWER                 070 30 15.3
 JU2649:UTM  18      -  CEDAR CREEK CG FLAGTOWER                 070 11 02.1
 JU2649
 JU2649|---------------------------------------------------------------------|
 JU2649| PID    Reference Object                     Distance      Geod. Az  |
 JU2649|                                                           dddmmss.s |
 JU2649| JU2621 CEDAR CREEK CG FLAGTOWER            APPROX. 5.6 KM 0704343.7 |
 JU2649| JU2620 CEDAR CREEK CG STATION              APPROX. 5.6 KM 0704800.7 |
 JU2649| JU2626 FORKED RIVER CG FLAGTOWER           APPROX. 6.0 KM 1271016.0 |
 JU2649| CB1527 FORK RM 2                            22.045 METERS 22921     |
 JU2649| CB1526 FORK RM 1                            21.865 METERS 31520     |
 JU2649| JU2656 LARGE BUILDING CUPOLA               APPROX. 7.6 KM 3285533.4 |
 JU2649|---------------------------------------------------------------------|
 JU2649
 JU2649                          SUPERSEDED SURVEY CONTROL
 JU2649
 JU2649  NAD 83(1986)-  39 50 07.37439(N)    074 08 57.99941(W) AD(       ) 3
 JU2649  NAD 27      -  39 50 06.94300(N)    074 08 59.50500(W) AD(       ) 3
 JU2649
 JU2649.Superseded values are not recommended for survey control.
 JU2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2649.See file dsdata.txt to determine how the superseded data were derived.
 JU2649
 JU2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7277809833(NAD 83)
 JU2649_MARKER: DS = TRIANGULATION STATION DISK
 JU2649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2649
 JU2649  HISTORY     - Date     Condition        Report By
 JU2649  HISTORY     - 1935     MONUMENTED       CGS
 JU2649  HISTORY     - 1951     GOOD             CGS
 JU2649  HISTORY     - 1962     SEE DESCRIPTION  CGS
 JU2649
 JU2649                          STATION DESCRIPTION
 JU2649
 JU2649'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2649'STATION IS LOCATED ON W SIDE OF BARNEGAT BAY ABOUT 1/2 MILE N OF
 JU2649'THE MOUTH OF FORKED RIVER.  IT IS ON THE PROPERTY OF THE NEW
 JU2649'JERSEY STATE GAME FARM AND CAN BE REACHED BY BOAT ONLY.  IT IS
 JU2649'45 METERS W OF THE SHORE LINE.
 JU2649'
 JU2649'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2649'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 JU2649'
 JU2649'THE SUB-SURFACE MARK IS A NAIL IN A 2- BY 4-INCH STAKE DRIVEN
 JU2649'3 FEET BELOW THE SURFACE OF THE GROUND.  THE SURFACE MARK IS
 JU2649'STANDARD DISK STAMPED, FORK-1935 IN CEMENT MONUMENT 12- BY 12-INCH
 JU2649'BY 3-FOOT PROJECTING 6 INCHES ABOVE SURFACE OF THE MARSH.
 JU2649'
 JU2649'REFERENCE MARK NO.1 IS STANDARD DISK STAMPED, FORK NO. 1 IN
 JU2649'MONUMENT 10- BY 10-INCH BY 3-FOOT S OF THE STATION AND 10 METERS
 JU2649'FROM SHORE LINE.  REFERENCE MARK NO.2 IS SIMILAR MARK IN MARSH TO
 JU2649'THE W OF STATION.
 JU2649'
 JU2649'ANGLE AT R.M. NO.2 FROM R.M. NO.1 TO FORK IS 46 DEG 44 MIN
 JU2649'32.5 SEC
 JU2649'
 JU2649'ANGLE AT R.M. NO.1 FROM FORK TO R.M. NO.2 IS 47 DEG 16 MIN
 JU2649'17.5 SEC
 JU2649'
 JU2649'DISTANCE FROM R.M. NO.1 TO R.M. NO.2 IS 29.950 METERS.
 JU2649
 JU2649                          STATION RECOVERY (1951)
 JU2649
 JU2649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2649'STATION MARK AND R.M. 1 RECOVERED IN GOOD CONDITION.  R.M. 2
 JU2649'WAS NOT FOUND.  THE DISTANCE TO R.M. 1 WAS MEASURED WITH A STEEL
 JU2649'TAPE AND FOUND TO BE CORRECT.  THE DIRECTION TO R.M. 2 WAS
 JU2649'OBSERVED AND THE TAPE DISTANCE WOULD NOW PLACE IT IN THE OPEN
 JU2649'WATER.
 JU2649'
 JU2649'THE PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT WITH THE
 JU2649'FOLLOWING EXCEPTIONS--
 JU2649'
 JU2649'STATION MARK IS 1.0 METER W OF THE SHORELINE.  R.M. 1 IS W OF
 JU2649'THE STATION AND 23.0 METERS FROM SHORELINE.
 JU2649
 JU2649                          STATION RECOVERY (1962)
 JU2649
 JU2649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2649'RM 2 ONLY WAS RECOVERED IN GOOD CONDITION.  IT IS 30 FEET WEST
 JU2649'OF THE SHORELINE AND 18 INCHES EAST OF A 7 FOOT 2X4, WITH 4 FEET
 JU2649'PROJECTING.
 JU2649'
 JU2649'THE STATION MARK MONUMENT WAS FOUND LYING IN THE WATER, AND THE
 JU2649'DISK WAS REMOVED AT THIS TIME.
 JU2649'
 JU2649'TO REACH FROM THE CENTER OF FORKED RIVER, GO NORTH ON ROUTE 9
 JU2649'FOR 0.5 MILE TO SUNRISE BOULEVARD, TURN RIGHT AS PER SIGN SUNRISE
 JU2649'BEACH AND FOLLOW THE BOULEVARD TO THE SHORE.  (THE AREA IS NOW
 JU2649'UNDER CONSTRUCTION, WAS TRAVELLED 1.6 MILES ONLY) THE MARK IS
 JU2649'ABOUT 100 YARDS SOUTH OF THE STATE GAME FARM FENCE AND 24 FEET
 JU2649'SOUTH OF A MOSQUITO CONTROL DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2825 ***********************************************************************
 JU2825  DESIGNATION -  FORK
 JU2825  PID         -  JU2825
 JU2825  STATE/COUNTY-  NJ/ATLANTIC
 JU2825  USGS QUAD   -  PLEASANTVILLE (1994)
 JU2825
 JU2825                         *CURRENT SURVEY CONTROL
 JU2825  ___________________________________________________________________
 JU2825* NAD 83(1996)-  39 28 41.00136(N)    074 33 01.61551(W)     ADJUSTED  
 JU2825* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 JU2825  ___________________________________________________________________
 JU2825  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 JU2825  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JU2825
 JU2825  HORZ ORDER  -  FIRST
 JU2825
 JU2825.The horizontal coordinates were established by classical geodetic methods
 JU2825.and adjusted by the National Geodetic Survey in September 1999..
 JU2825
 JU2825.The orthometric height was scaled from a topographic map.
 JU2825
 JU2825.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2825
 JU2825.The geoid height was determined by GEOID03.
 JU2825
 JU2825;                    North         East     Units Scale Factor Converg.
 JU2825;SPC NJ       -    71,570.165   145,659.800   MT  0.99990023   -0 01 55.5
 JU2825;SPC NJ       -   234,809.78    477,885.53   sFT  0.99990023   -0 01 55.5
 JU2825;UTM  18      - 4,369,925.584   538,664.201   MT  0.99961841   +0 17 09.0
 JU2825
 JU2825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2825!SPC NJ       -   1.00000222  x   0.99990023  =   0.99990245
 JU2825!UTM  18      -   1.00000222  x   0.99961841  =   0.99962063
 JU2825
 JU2825:                Primary Azimuth Mark                     Grid Az
 JU2825:SPC NJ       -  GRETNA                                   034 34 46.7
 JU2825:UTM  18      -  GRETNA                                   034 15 42.2
 JU2825
 JU2825|---------------------------------------------------------------------|
 JU2825| PID    Reference Object                     Distance      Geod. Az  |
 JU2825|                                                           dddmmss.s |
 JU2825| JU0112 GRETNA                              APPROX.15.6 KM 0343251.2 |
 JU2825| JU2810 SEAVIEW COUNTRY CLUB STANDPIPE      APPROX. 7.2 KM 1155108.5 |
 JU2825| CB1523 FORK RM 1                            41.514 METERS 12110     |
 JU2825| JU2765 ATLANTIC CITY CLARIDGE HOTEL        APPROX.16.8 KM 1423548.4 |
 JU2825| JU2827 PLEASANTVILLE HAMMELL MON TANK      APPROX. 9.5 KM 1705538.5 |
 JU2825| JU2826 PLEASANTVILLE WATER TANK            APPROX.11.2 KM 1750810.2 |
 JU2825| JU2824 BLACK STANDPIPE                     APPROX.11.3 KM 1931337.2 |
 JU2825| JU2831 MC KEE TOWN FIRE LOOKOUT TOWER      APPROX. 7.2 KM 2323518.8 |
 JU2825| CB1524 FORK RM 2                            33.437 METERS 25743     |
 JU2825| CB1525 FORK RM 3                                          28009     |
 JU2825|---------------------------------------------------------------------|
 JU2825
 JU2825                          SUPERSEDED SURVEY CONTROL
 JU2825
 JU2825  NAD 83(1986)-  39 28 40.99247(N)    074 33 01.61071(W) AD(       ) 1
 JU2825  NAD 27      -  39 28 40.57000(N)    074 33 03.05500(W) AD(       ) 1
 JU2825
 JU2825.Superseded values are not recommended for survey control.
 JU2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2825.See file dsdata.txt to determine how the superseded data were derived.
 JU2825
 JU2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3866469926(NAD 83)
 JU2825_MARKER: DS = TRIANGULATION STATION DISK
 JU2825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2825
 JU2825  HISTORY     - Date     Condition        Report By
 JU2825  HISTORY     - 1932     MONUMENTED       CGS
 JU2825  HISTORY     - 1934     GOOD             NJGS
 JU2825  HISTORY     - 1934     GOOD             NJGS
 JU2825  HISTORY     - 1937     GOOD             NJGS
 JU2825  HISTORY     - 1950     GOOD             CGS
 JU2825  HISTORY     - 1951     GOOD             NJDCED
 JU2825  HISTORY     - 1971     GOOD             NJGS
 JU2825  HISTORY     - 1973     GOOD             LOCSUR
 JU2825  HISTORY     - 1973     GOOD             NGS
 JU2825
 JU2825                          STATION DESCRIPTION
 JU2825
 JU2825'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2825'STATION IS AT FORKS OF GRAVEL ROADS LEADING TO EGG HARBOR AND
 JU2825'WHITE HORSE TURNPIKE.  (U.S. HIGHWAY 30).  STATION IS 8.8 METERS
 JU2825'N OF INTERSECTION OF EGG HARBOR ROAD AND ROAD CONNECTING
 JU2825'U.S. HIGHWAY 9 AND STATE HIGHWAY 4 TO WHITE HORSE TURNPIKE.  14
 JU2825'METERS E OF EGG HARBOR ROAD.  STATION IS REACHED FROM ABSECON
 JU2825'TO U.S. HIGHWAY 9 AND STATE HIGHWAY 4 N 2-1/2 MILES TO N EDGE
 JU2825'OF SEAVIEW GOLF AND COUNTRY CLUB, TURN W ON GRAVEL ROAD AND
 JU2825'FOLLOW 5 MILES TO FORKS, THIS GRAVEL ROAD CONTINUES STRAIGHT
 JU2825'AHEAD ABOUT 2 MILES NEAR POMONA TO WHITE HORSE TURNPIKE AND
 JU2825'ANOTHER ROAD ANGLES TO THE RIGHT TOWARD EGG HARBOR.  STATION
 JU2825'IS JUST N OF THE FORK.
 JU2825'
 JU2825'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2825'DISKS SET IN CONCRETE AS DESCRIBED.
 JU2825'
 JU2825'REFERENCE MARK NO.1 IS SE OF STATION, 6.1 METERS S OF CENTER
 JU2825'LINE OF GRAVEL ROAD TO WHITE HORSE TURNPIKE.  REFERENCE MARK
 JU2825'NO. 2 IS WSW OF STATION, 5.5 METERS S OF CENTER LINE OF GRAVEL
 JU2825'ROAD TO WHITE HORSE TURNPIKE.  REFERENCE MARK NO. 3 IS W OF
 JU2825'STATION, 6 METERS S OF CENTER LINE OF GRAVEL ROAD TO WHITE HORSE
 JU2825'TURNPIKE.
 JU2825'
 JU2825'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 JU2825
 JU2825                          STATION RECOVERY (1934)
 JU2825
 JU2825'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1934
 JU2825'RECOVERED AS DESCRIBED, IN GOOD CONDITION, EXCEPT THAT
 JU2825'REFERENCE MARK NO. 2 MEASURES 116.0 FEET INSTEAD OF 109.7
 JU2825'FEET.  THIS STATION MAY ALSO BE REACHED AS FOLLOWS--
 JU2825'
 JU2825'IN GALLOWAY TOWNSHIP, AT POMONA, FROM HIGHWAY 30/43 GO NE ON
 JU2825'THE ENGLISH CREEK-PORT REPUBLIC ROAD 0.3 MILE TO AN
 JU2825'INTERSECTION.  THENCE E ON JIMMY LEEDS ROAD 1.0 MILE TO A FORK,
 JU2825'AND THEN USE ORIGINAL DESCRIPTION.
 JU2825
 JU2825                          STATION RECOVERY (1934)
 JU2825
 JU2825'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1934
 JU2825'GALLOWAY TOWNSHIP, ATLANTIC COUNTY, NEW JERSEY.  RM 3 IS A
 JU2825'STANDARD U.S.C. AND G.S. DISK, SET IN CONCRETE, WHICH IS REACHED
 JU2825'FROM ABSECON BY STATE HIGHWAY 4 N 2-1/2 MILES TO N EDGE OF
 JU2825'SEAVIEW GOLF AND COUNTRY CLUB, AND FROM THENCE GO W ON JIMMY
 JU2825'LEEDS ROAD 5.3 MILES.  IT IS LOCATED 0.3 MILE W OF THE FORK
 JU2825'BETWEEN JIMMY LEEDS ROAD AND DUERER STREET.  THE REFERENCE
 JU2825'MARK IS 19.5 FEET S OF THE CENTER LINE OF JIMMY LEEDS ROAD.
 JU2825'THE LENGTH OF THE LINE TO U.S.C. AND G.S. TRIANGULATION STATION
 JU2825'FORK IS 1843.78 FEET AND ITS BEARING IS S 79 DEG 56 MIN E
 JU2825'FROM THE REFERENCE MARK TOWARD THE TRIANGULATION
 JU2825'STATION.
 JU2825
 JU2825                          STATION RECOVERY (1937)
 JU2825
 JU2825'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1937
 JU2825'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE ROAD
 JU2825'LEADING TO WHITE HORSE PIKE HAS BEEN CHANGED TO ASPHALT SURFACE
 JU2825'FROM THE GRAVEL MENTIONED IN ORIGINAL DESCRIPTION.  DUE TO
 JU2825'CONSTRUCTION WORK ON THIS ROAD, IT WAS NECESSARY TO RE-LOCATE
 JU2825'REFERENCE MARK NO.1 SE OF STATION, 6.2 METERS S OF CENTER LINE
 JU2825'OF ASPHALT ROAD TO WHITE HORSE PIKE AND 18.5 METERS W OF CENTER
 JU2825'LINE OF SPRUCE STREET.
 JU2825
 JU2825                          STATION RECOVERY (1950)
 JU2825
 JU2825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2825'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU2825'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 JU2825'AND FOUND TO BE CORRECT.  THE DISTANCE TO R.M. 2 IS 116.0 FEET,
 JU2825'AND TO R.M. 3 IS 1843.78 FEET.  THE PUBLISHED DESCRIPTION IS
 JU2825'ADEQUATE AND CORRECT.
 JU2825
 JU2825                          STATION RECOVERY (1951)
 JU2825
 JU2825'RECOVERY NOTE BY NJ CONS AND ECON DEV 1951
 JU2825'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 JU2825'DESCRIBED EXCEPT FOR REFERENCE MARK NO. 3.
 JU2825'
 JU2825'DUE TO IMPROVEMENT AND WIDENING OF JIMMY LEEDS ROAD,
 JU2825'R.M. NO. 3 WAS MOVED 280.40 FEET FURTHER AWAY FROM THE STATION BUT
 JU2825'ON PRECISELY THE SAME LINE AS WAS THE OLD POINT.  THE REVISED
 JU2825'DESCRIPTION FOR R.M. NO. 3 SHOULD BE AS FOLLOWS--
 JU2825'
 JU2825'A STANDARD USC AND GS DISK SET IN CONCRETE, WHICH IS REACH FROM
 JU2825'ABSECON BY STATE HWY RT 4, N 2.5 MILES TO NORTH EDGE OF SEAVIEW
 JU2825'GOLF AND COUNTRY CLUB, THENCE W ON JIMMY LEEDS ROAD 5.3 MILES.  IT
 JU2825'IS 0.3 MILES W OF THE FORK BETWEEN JIMMY LEEDS ROAD AND DUERER
 JU2825'STREET.  THE REFERENCE MARK IS 21.0 FEET S OF THE CENTERLINE OF
 JU2825'JIMMY LEEDS ROAD 9.72 FEET SW OF A SPIKE IN A 10-INCH BLAZED
 JU2825'PINE.  THE LENGTH OF THE LINE TO USC AND GS TRIANGULATION
 JU2825'STATION FORK IS 2124.18 FEET AND ITS BEARING IS S 79 DEG 56 MIN E
 JU2825'FROM THE REFERENCE MARK TOWARD THE TRIANGULATION
 JU2825'STATION.
 JU2825
 JU2825                          STATION RECOVERY (1971)
 JU2825
 JU2825'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1971
 JU2825'FORK GOOD
 JU2825'
 JU2825'FORK RM 3 DISTURBED - DEFINITELY MOVED OUT OF POSITION
 JU2825
 JU2825                          STATION RECOVERY (1973)
 JU2825
 JU2825'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 JU2825'STATION RECOVERED BY WOOD AND SCHILLING OF ABSECON, NEW JERSEY.
 JU2825'
 JU2825'FORK R.M. 3 FOUND, BUT DISTANCE FROM STATION FORK IS PUBLISHED
 JU2825'AS 1843.78 FT. AND IT IS NEARLY 2100 FT.  ELEVATION HAS ALSO BEEN
 JU2825'ALTERED BY NEARLY 4.5 FT.
 JU2825
 JU2825                          STATION RECOVERY (1973)
 JU2825
 JU2825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EP)
 JU2825'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JU2825'
 JU2825'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2825'1 MILE EAST OF POMONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2634 ***********************************************************************
 JU2634  DESIGNATION -  FORKED RIVER
 JU2634  PID         -  JU2634
 JU2634  STATE/COUNTY-  NJ/OCEAN
 JU2634  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU2634
 JU2634                         *CURRENT SURVEY CONTROL
 JU2634  ___________________________________________________________________
 JU2634* NAD 83(1996)-  39 48 07.21473(N)    074 05 36.23509(W)     ADJUSTED  
 JU2634* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 JU2634  ___________________________________________________________________
 JU2634  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 JU2634  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JU2634
 JU2634  HORZ ORDER  -  SECOND
 JU2634
 JU2634.The horizontal coordinates were established by classical geodetic methods
 JU2634.and adjusted by the National Geodetic Survey in September 1999..
 JU2634
 JU2634.The orthometric height was scaled from a topographic map.
 JU2634
 JU2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2634
 JU2634.The geoid height was determined by GEOID03.
 JU2634
 JU2634;                    North         East     Units Scale Factor Converg.
 JU2634;SPC NJ       -   107,611.665   184,817.905   MT  0.99991492   +0 15 37.0
 JU2634;SPC NJ       -   353,055.94    606,356.74   sFT  0.99991492   +0 15 37.0
 JU2634;UTM  18      - 4,406,175.064   577,610.860   MT  0.99967415   +0 34 49.4
 JU2634
 JU2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2634!SPC NJ       -   1.00000402  x   0.99991492  =   0.99991894
 JU2634!UTM  18      -   1.00000402  x   0.99967415  =   0.99967817
 JU2634
 JU2634:                Primary Azimuth Mark                     Grid Az
 JU2634:SPC NJ       -  FORKED RIVER RM 1 AZIMUTH                006 52 02.2
 JU2634:UTM  18      -  FORKED RIVER RM 1 AZIMUTH                006 32 49.8
 JU2634
 JU2634|---------------------------------------------------------------------|
 JU2634| PID    Reference Object                     Distance      Geod. Az  |
 JU2634|                                                           dddmmss.s |
 JU2634| CB1528 FORKED RIVER RM 1 AZIMUTH                          0070739.2 |
 JU2634| CB1530 FORKED RIVER RM 2                                  03522     |
 JU2634| CB1531 FORKED RIVER RM 2 RESET                            05532     |
 JU2634| JU2650 TANK WINDMILL                       APPROX. 7.9 KM 2862825.5 |
 JU2634| CB1529 FORKED RIVER RM 1 RESET                            33144     |
 JU2634| CB1532 FORKED RIVER RM 3                                  35017     |
 JU2634|---------------------------------------------------------------------|
 JU2634
 JU2634                          SUPERSEDED SURVEY CONTROL
 JU2634
 JU2634  NAD 83(1986)-  39 48 07.20860(N)    074 05 36.22928(W) AD(       ) 2
 JU2634  NAD 27      -  39 48 06.77300(N)    074 05 37.74600(W) AD(       ) 2
 JU2634
 JU2634.Superseded values are not recommended for survey control.
 JU2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2634.See file dsdata.txt to determine how the superseded data were derived.
 JU2634
 JU2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7761106175(NAD 83)
 JU2634_MARKER: DS = TRIANGULATION STATION DISK
 JU2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2634
 JU2634  HISTORY     - Date     Condition        Report By
 JU2634  HISTORY     - 1932     MONUMENTED       CGS
 JU2634  HISTORY     - 1935     POOR             CGS
 JU2634  HISTORY     - 1945     SEE DESCRIPTION  CGS
 JU2634  HISTORY     - 1947     SEE DESCRIPTION  NJGS
 JU2634  HISTORY     - 1962     MARK NOT FOUND   CGS
 JU2634
 JU2634                          STATION DESCRIPTION
 JU2634
 JU2634'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2634'STATION IS ON A SAND DUNE SSE OF THE FORKED RIVER COAST GUARD
 JU2634'STATION.  FROM THE STATION THE FLAGPOLE IS ABOUT 4 INCHES W OF
 JU2634'A LINE TO THE S EAVE OF THE COAST GUARD LIVING QUARTERS.
 JU2634'
 JU2634'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2634'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU2634'
 JU2634'REFERENCE MARK NO.1 IS DIRECTLY N OF CENTER OF N FACE OF COAST
 JU2634'GUARD STATION ABOUT 81 PACES.  IT IS 4 FEET S OF LINE OF S FACE
 JU2634'OF SHACK COVERED WITH TARRED PAPER AND 4 PACES FROM SW CORNER
 JU2634'OF SAME.  REFERENCE MARK NO.2 IS 252.58 FEET FROM THE STATION
 JU2634'AND ABOUT 20 YARDS SW OF POLE WITH TELEPHONE, E OF COAST GUARD
 JU2634'STATION, 56 PACES E OF THE FORKED RIVER COAST GUARD STATION.
 JU2634'MEASUREMENT FROM THE STATION IS THE SLOPE DISTANCE, DIFFERENCE
 JU2634'IN ELEVATION, 21 FEET.  REFERENCE MARK NO.3 IS 251.50 FEET
 JU2634'FROM THE STATION.  IT IS UNDER THE CENTER OF THE COAST GUARD
 JU2634'STATION FLAGPOLE.  MEASUREMENT FROM THE STATION WAS THE SLOPE
 JU2634'DISTANCE AND THE DIFFERENCE IN ELEVATION IS 17 FEET.
 JU2634'
 JU2634'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 JU2634
 JU2634                          STATION RECOVERY (1935)
 JU2634
 JU2634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2634'STATION WAS RECOVERED AND THE ORIGINAL DESCRIPTION FOUND TO BE
 JU2634'ADEQUATE BUT THE STATION WAS FOUND IN VERY POOR CONDITION.
 JU2634'
 JU2634'THE STATION MARK WAS FOUND PROJECTING 2 FEET ABOVE THE SURFACE
 JU2634'OF THE GROUND BUT APPARENTLY UNMOVED.
 JU2634'
 JU2634'THE ANGLES TO REFERENCE MARK NO.1 AND REFERENCE MARK NO.3 WERE
 JU2634'CHECKED AND FOUND CORRECT.  THE SLOPE DISTANCE TO REFERENCE MARK
 JU2634'NO.3 WAS CHECKED AND FOUND CORRECT.  REFERENCE MARK NO.2 COULD
 JU2634'NOT BE FOUND.
 JU2634'
 JU2634'THE STATION IS LOCATED ON TOP OF A SHIFTING SAND DUNE AND WILL
 JU2634'LIKELY BE LOST IN A FEW YEARS.  A LARGE WOODEN BOX WAS
 JU2634'CONSTRUCTED AROUND THE STATION AND FILLED WITH SAND.
 JU2634'
 JU2634'TWO NEW REFERENCE MARKS STAMPED RM 1-1935 AND RM 2-1935 WERE
 JU2634'PLACED IN MORE STABLE SOIL.  THESE DISKS ARE IN CEMENT
 JU2634'MONUMENTS 12- BY 12-INCH BY 3-FOOT PROJECTING ABOUT 6 INCHES
 JU2634'ABOVE THE SURFACE OF THE GROUND.  REFERENCE MARK NO.1- 1935 IS
 JU2634'15 FEET S OF THE OLD COAST GUARD GARAGE AND JUST OFF THE GRADED
 JU2634'SECTION OF THE COAST GUARD STATION GROUNDS.  REFERENCE MARK
 JU2634'NO.2- 1935 IS DUE E OF THE COAST GUARD FLAG TOWER.  THERE IS ONE
 JU2634'SMALL DUNE BETWEEN THIS MARK AND THE FLAG TOWER.
 JU2634
 JU2634                          STATION RECOVERY (1945)
 JU2634
 JU2634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (LGS)
 JU2634'NOTHING WAS ACTUALLY RECOVERED EXCEPT REFERENCE MARK NO. 2, 1935.
 JU2634'
 JU2634'THE STATION MARK WAS FOUND LYING ON ITS SIDE, WELL DOWN FROM
 JU2634'THE TOP OF THE DUNE ON WHICH IT WAS LOCATED.  REFERENCE MARK
 JU2634'NO. 3, 1932, IS PROBABLY UNDER THE STEEL FLAG TOWER AT THE
 JU2634'COAST GUARD STATION.  REFERENCE MARK NO. 1, 1935, IS PROBABLY
 JU2634'WELL UNDER THE DIRT FILL PLACED ALL AROUND THE AREA OF THE
 JU2634'C.G. STATION.
 JU2634'
 JU2634'THE DISTANCES BETWEEN REFERENCES ARE SO GREAT THAT THE VALUE OF
 JU2634'THE FIRST-ORDER STATION IS PROBABLY LOST.  THE CENTER OF THE
 JU2634'FLAG TOWER IS AN EXCELLENT 2ND- OR 3RD-ORDER STATION.
 JU2634
 JU2634                          STATION RECOVERY (1947)
 JU2634
 JU2634'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1947 (DLS)
 JU2634'STATION MARK WAS FOUND LYING ON ITS SIDE, ON A SAND DUNE.  DISK
 JU2634'WAS REMOVED AND TAKEN TO OFFICE OF N.J. GEODETIC CONTROL
 JU2634'SURVEY.  REFERENCE MARK 2 WAS TILTED AND REFERENCE MARK 3 WAS 1
 JU2634'INCH BELOW THE GROUND, UNDER FLAG TOWER.  REFERENCE MARK 1 COULD
 JU2634'NOT BE LOCATED.  REFERENCE MARKS 1 AND 2, 1935, APPEAR TO BE
 JU2634'UNDER NEW FILL AT STATION.  FLAG TOWER AND WATCH TOWER ARE
 JU2634'SATISFACTORY BUT CUPOLA IS GONE.
 JU2634
 JU2634                          STATION RECOVERY (1962)
 JU2634
 JU2634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2634'STATION MARK IS DESTROYED, WEATHERED OUT OF THE BANK.  THE
 JU2634'PROPERTY IS NOW OCCUPIED BY THE DIVISION OF FISH AND GAME,
 JU2634'MARINE FISHERIES LABORATORY, NEW JERSEY DEPARTMENT OF
 JU2634'CONSERVATION AND ECONOMIC DEVELOPMENT.
 JU2634'
 JU2634'RM 2 IS 81 PACES EAST OF THE EAST FACE OF THE BUILDING, ON THE
 JU2634'SOUTH SLOPE OF A SMALL SAND-DUNE, PROJECTING ABOUT 1 FOOT.
 JU2634'
 JU2634'RM 3 IS 1 FOOT BELOW GROUND, IN THE APPROXIMATE CENTER OF THE
 JU2634'4 CONCRETE FOOTINGS THAT SUPPORTED THE FLAG TOWER, NOW
 JU2634'DISMANTLED.  IT IS SOUTH OF THE MAIN BUILDING AND NORTH OF THE
 JU2634'WATCH TOWER.
 JU2634'
 JU2634'RMS 1 AND 2, DATED 1935, COULD NOT BE FOUND, NOR COULD RM1
 JU2634'DATED 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2627 ***********************************************************************
 JU2627  DESIGNATION -  FORKED RIVER 2
 JU2627  PID         -  JU2627
 JU2627  STATE/COUNTY-  NJ/OCEAN
 JU2627  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU2627
 JU2627                         *CURRENT SURVEY CONTROL
 JU2627  ___________________________________________________________________
 JU2627* NAD 83(1996)-  39 48 09.36187(N)    074 05 37.76669(W)     ADJUSTED  
 JU2627* NAVD 88     -         3.0    (meters)      10.     (feet)  GPS OBS   
 JU2627  ___________________________________________________________________
 JU2627  X           -   1,344,756.380 (meters)                     COMP
 JU2627  Y           -  -4,718,873.375 (meters)                     COMP
 JU2627  Z           -   4,061,151.953 (meters)                     COMP
 JU2627  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 JU2627  ELLIP HEIGHT-         -30.26  (meters)          (10/23/02) GPS OBS
 JU2627  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JU2627
 JU2627  HORZ ORDER  -  FIRST
 JU2627  ELLP ORDER  -  FOURTH    CLASS I
 JU2627
 JU2627.The horizontal coordinates were established by GPS observations
 JU2627.and adjusted by the National Geodetic Survey in May 1999..
 JU2627
 JU2627.The orthometric height was determined by GPS observations and a
 JU2627.high-resolution geoid model.
 JU2627
 JU2627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2627
 JU2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2627
 JU2627.The ellipsoidal height was determined by GPS observations
 JU2627.and is referenced to NAD 83.
 JU2627
 JU2627.The geoid height was determined by GEOID03.
 JU2627
 JU2627;                    North         East     Units Scale Factor Converg.
 JU2627;SPC NJ       -   107,677.715   184,781.173   MT  0.99991489   +0 15 36.1
 JU2627;SPC NJ       -   353,272.64    606,236.23   sFT  0.99991489   +0 15 36.1
 JU2627;UTM  18      - 4,406,240.892   577,573.768   MT  0.99967408   +0 34 48.4
 JU2627
 JU2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2627!SPC NJ       -   1.00000475  x   0.99991489  =   0.99991964
 JU2627!UTM  18      -   1.00000475  x   0.99967408  =   0.99967883
 JU2627
 JU2627|---------------------------------------------------------------------|
 JU2627| PID    Reference Object                     Distance      Geod. Az  |
 JU2627|                                                           dddmmss.s |
 JU2627| JU2625 USN HYDRO RM NEAR FORKED R 2         53.736 METERS 06300     |
 JU2627| CB1532 FORKED RIVER RM 3                    25.204 METERS 06915     |
 JU2627| CB1533 FORKED RIVER 2 AZ MK                               1792537.3 |
 JU2627| CB1534 FORKED RIVER 2 RM 4                  20.708 METERS 29012     |
 JU2627|---------------------------------------------------------------------|
 JU2627
 JU2627                          SUPERSEDED SURVEY CONTROL
 JU2627
 JU2627  ELLIP H (05/14/99)  -30.28   (m)                       GP(       ) 4 1
 JU2627  NAD 83(1986)-  39 48 09.35573(N)    074 05 37.76392(W) AD(       ) 1
 JU2627  ELLIP H (03/31/93)  -30.27   (m)                       GP(       ) 3 2
 JU2627  NAD 83(1986)-  39 48 09.35328(N)    074 05 37.76036(W) AD(       ) 2
 JU2627  NAD 27      -  39 48 08.92050(N)    074 05 39.27630(W) AD(       ) 2
 JU2627  NGVD 29 (07/19/86)    3.6    (m)           12.     (f) VERT ANG       
 JU2627
 JU2627.Superseded values are not recommended for survey control.
 JU2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2627.See file dsdata.txt to determine how the superseded data were derived.
 JU2627
 JU2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7757406241(NAD 83)
 JU2627_MARKER: DS = TRIANGULATION STATION DISK
 JU2627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2627_SP_SET: CONCRETE POST
 JU2627_STAMPING: FORKED RIVER 2 1962
 JU2627_MARK LOGO: CGS   
 JU2627_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2627+STABILITY: SURFACE MOTION
 JU2627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2627+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1990
 JU2627
 JU2627  HISTORY     - Date     Condition        Report By
 JU2627  HISTORY     - 1962     MONUMENTED       CGS
 JU2627  HISTORY     - 1962     GOOD             CGS
 JU2627  HISTORY     - 1973     GOOD             NGS
 JU2627  HISTORY     - 1984     GOOD             USPSQD
 JU2627  HISTORY     - 1987     GOOD             LOCSUR
 JU2627  HISTORY     - 19900808 GOOD             NJGS
 JU2627
 JU2627                          STATION DESCRIPTION
 JU2627
 JU2627'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2627'THE STATION IS IN THE ISLAND BEACH STATE PARK, ABOUT 7 MILES
 JU2627'SOUTH OF THE MAIN ENTRACE TO PARK, ABOUT 8 MILES SOUTH OF THE
 JU2627'SEASIDE PARK MUNICIPAL BUILDING AND IS ABOUT 0.2 MILE WEST OF
 JU2627'THE OCEAN SHORE LINE.  IT IS 100 FEET EAST OF THE CENTERLINE OF
 JU2627'A PAVED ROAD, 82 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 JU2627'GARAGE, 76 FEET SOUTHWEST OF A POWER POLE, 20 FEET SOUTHWEST OF
 JU2627'THE SOUTHWEST CORNER OF A CONCRETE SLAB AND 7 FEET NORTHEAST OF
 JU2627'A WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 JU2627'IS STAMPED FORKED RIVER 2 1962.
 JU2627'
 JU2627'TO REACH THE STATION FROM THE SEASIDE PARK MUNICIPAL BUILDING
 JU2627'IN THE MIDDLE OF CENTRAL AVENUE IN SEASIDE PARK, GO SOUTH ON
 JU2627'CENTRAL AVENUE FOR 0.95 MILE TO THE ENTRANCE INTO ISLAND BEACH
 JU2627'STATE PARK.  CONTINUE SOUTH ON A PAVED ROAD FOR 4.8 MILES TO A
 JU2627'SMALL BUILDING IN THE CENTER OF THE ROAD AND SIGN NO PICNICS
 JU2627'BEYOND THIS POINT.  CONTINUE SOUTH ON THE PAVED ROAD FOR 2.15
 JU2627'MILES TO A HOUSE (DIVISION OF FISH AND GAME MARINE FISHERIES
 JU2627'LAB.) ON THE LEFT AND THE STATION SOUTHWEST OF THE HOUSE.
 JU2627'
 JU2627'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 JU2627'PAVED ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT.
 JU2627'
 JU2627'REFERENCE MARK 3 IS SET IN THE CENTER OF FOUR CONCRETE FOOTINGS
 JU2627'OF AN OLD FLAG POLE BASE THAT HAS BEEN TORN DOWN, 44 FEET
 JU2627'SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE, 28 FEET SOUTH
 JU2627'OF THE SOUTHEAST CORNER OF THE HOUSE AND 18 FEET EAST-SOUTHEAST
 JU2627'OF THE POWER POLE.  IT IS 8 INCHES UNDERGROUND AND THE DISK IS
 JU2627'STAMPED FORKED RIVER NO 3 1932.
 JU2627'
 JU2627'REFERENCE MARK 4 IS 38 FEET SOUTH OF A SIGN POST WITH SIGN
 JU2627'(OFFICIAL BUSINESS ONLY), 38 FEET EAST OF THE CENTERLINE OF THE
 JU2627'PAVED ROAD AND 2 FEET SOUTHWEST OF A WITNESS POST.  THE
 JU2627'MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED FORKED RIVER
 JU2627'2 NO 4 1962.
 JU2627'
 JU2627'USN HYDROGRAPHIC R.M. IS A STANDARD U.S. NAVY HYDROGRAPHIC
 JU2627'REFERENCE MARK DISK WITH NO STAMPINGS SET IN CONCRETE IN AN 8
 JU2627'INCH TILE THAT IS REINFORCED BY CONCRETE AND IS FLUSH WITH THE
 JU2627'GROUND.  IT IS 55 FEET EAST OF THE NORTHEAST CORNER OF THE
 JU2627'HOUSE AND 48 FEET NORTHEAST OF THE EAST ENTRANCE TO HOUSE.
 JU2627'
 JU2627'THE AZIMUTH MARK IS 30 FEET EAST OF THE CENTERLINE OF A PAVED
 JU2627'ROAD, 6 FEET NORTHEAST OF TELEPHONE POLE NUMBER 495 AND 2 FEET
 JU2627'NORTHEAST OF A WITNESS POST.  THE MONUMENT PROJECTS 8 INCHES
 JU2627'AND THE DISK IS STAMPED FORKED RIVER 2 1962.
 JU2627'
 JU2627'HEIGHT OF LIGHT ABOVE STATION MARK 25.76 METERS.
 JU2627
 JU2627                          STATION RECOVERY (1962)
 JU2627
 JU2627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 JU2627'RECOVERED IN GOOD CONDITION.
 JU2627
 JU2627                          STATION RECOVERY (1973)
 JU2627
 JU2627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (NAP)
 JU2627'STATION, USN HYDROGRAPHIC R.M., AND R.M. 4 WERE RECOVERED IN
 JU2627'GOOD CONDITION AS DESCRIBED.
 JU2627'
 JU2627'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2627'6 N.M. SOUTH OF SEASIDE PARK, N.J.
 JU2627
 JU2627                          STATION RECOVERY (1984)
 JU2627
 JU2627'RECOVERY NOTE BY US POWER SQUADRON 1984 (JHF)
 JU2627'STATION FOUND GOOD.
 JU2627'
 JU2627'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN HORIZONTAL
 JU2627'CONTROL DATA.
 JU2627'
 JU2627'U.S. NAVY MARK RECOVERED IN GOOD CONDITION.
 JU2627'
 JU2627'R.M. 3 RECOVERED IN GOOD CONDITION IN LOCATION DESCRIBED, IN
 JU2627'HORIZONTAL CONTROL DATA.
 JU2627'
 JU2627'U.S. ARMY CORPS ENGINEERS FOUND GOOD.
 JU2627'
 JU2627'MARK LOCATED ON TOP OF SAND DUNE ABOUT 100 YARDS SOUTH EAST OF
 JU2627'HOUSE.  SET IN PIPE DRIVEN INTO SAND DUNE.  WOODEN TRIPOD OVER IT.
 JU2627'
 JU2627'RM 4 RECOVERED IN GOOD CONDITION AT LOCATION DESCRIBED IN HORIZONTAL
 JU2627'CONTROL DATA.
 JU2627
 JU2627                          STATION RECOVERY (1987)
 JU2627
 JU2627'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (CT)
 JU2627'RECOVERED IN GOOD CONDITION.
 JU2627
 JU2627                          STATION RECOVERY (1990)
 JU2627
 JU2627'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2633 ***********************************************************************
 JU2633  DESIGNATION -  FORKED RIVER CG WATCH TOWER
 JU2633  PID         -  JU2633
 JU2633  STATE/COUNTY-  NJ/OCEAN
 JU2633  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU2633
 JU2633                         *CURRENT SURVEY CONTROL
 JU2633  ___________________________________________________________________
 JU2633* NAD 83(1996)-  39 48 09.30142(N)    074 05 37.06734(W)     ADJUSTED  
 JU2633* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 JU2633  ___________________________________________________________________
 JU2633  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 JU2633  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JU2633
 JU2633  HORZ ORDER  -  THIRD
 JU2633
 JU2633.The horizontal coordinates were established by classical geodetic methods
 JU2633.and adjusted by the National Geodetic Survey in September 1999..
 JU2633
 JU2633.The orthometric height was scaled from a topographic map.
 JU2633
 JU2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2633
 JU2633.The geoid height was determined by GEOID03.
 JU2633
 JU2633;                    North         East     Units Scale Factor Converg.
 JU2633;SPC NJ       -   107,675.927   184,797.816   MT  0.99991490   +0 15 36.5
 JU2633;SPC NJ       -   353,266.77    606,290.83   sFT  0.99991490   +0 15 36.5
 JU2633;UTM  18      - 4,406,239.197   577,590.418   MT  0.99967412   +0 34 48.9
 JU2633
 JU2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2633!SPC NJ       -   1.00000465  x   0.99991490  =   0.99991955
 JU2633!UTM  18      -   1.00000465  x   0.99967412  =   0.99967877
 JU2633
 JU2633:                Primary Azimuth Mark                     Grid Az
 JU2633:SPC NJ       -  BARNEGAT INLET N JETTY LIGHT             176 02 27.2
 JU2633:UTM  18      -  BARNEGAT INLET N JETTY LIGHT             175 43 14.8
 JU2633
 JU2633|---------------------------------------------------------------------|
 JU2633| PID    Reference Object                     Distance      Geod. Az  |
 JU2633|                                                           dddmmss.s |
 JU2633| JU2630 BARNEGAT INLET N JETTY LIGHT        APPROX. 4.8 KM 1761803.7 |
 JU2633| JU2629 BARNEGAT LIGHT 1872                 APPROX. 4.4 KM 1941538.9 |
 JU2633|---------------------------------------------------------------------|
 JU2633
 JU2633                          SUPERSEDED SURVEY CONTROL
 JU2633
 JU2633  NAD 83(1986)-  39 48 09.29415(N)    074 05 37.05958(W) AD(       ) 3
 JU2633  NAD 27      -  39 48 08.80000(N)    074 05 38.48000(W) AD(       ) 3
 JU2633
 JU2633.Superseded values are not recommended for survey control.
 JU2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2633.See file dsdata.txt to determine how the superseded data were derived.
 JU2633
 JU2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7759006239(NAD 83)
 JU2633_MARKER: 57 = LOOKOUT TOWER
 JU2633
 JU2633  HISTORY     - Date     Condition        Report By
 JU2633  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU2633  HISTORY     - 1973     GOOD             NGS
 JU2633  HISTORY     - 1984     POOR             USPSQD
 JU2633
 JU2633                          STATION DESCRIPTION
 JU2633
 JU2633'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2633'STATION IS LOCATED ON ISLAND BEACH ABOUT 2 MILES N OF BARNEGAT
 JU2633'INLET.  THE STATION IS THE HIGHEST POINT OF THE NEW WATCH TOWER
 JU2633'OF THE FORKED RIVER COAST GUARD STATION.  THE STATION WAS LOCATED
 JU2633'AS AN INTERSECTION TRIANGULATION STATION AND IS NOT MARKED.
 JU2633'
 JU2633'NOTE--FORKED RIVER COAST GUARD STATION LOCATED IN 1926 BY
 JU2633'W.H. BAINBRIDGE IS THE CUPOLA ON THE OLD COAST GUARD BUILDING, WHICH
 JU2633'IS NOW DISCONTINUED AND USED ONLY AS A STOREROOM.  THE NEW WATCH
 JU2633'TOWER IS MORE PROMINENT AND MORE PERMANENT THAN THE OLD CUPOLA.
 JU2633'
 JU2633'HEIGHT OF LIGHT ABOVE STATION MARK 15 METERS.
 JU2633
 JU2633                          STATION RECOVERY (1973)
 JU2633
 JU2633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (NAP)
 JU2633'STATION RECOVERED IN FAIR CONDITION AS DESCRIBED.  THE TOWER IS
 JU2633'NOW ABANDONED.
 JU2633'
 JU2633'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2633'6 N.M. SOUTH OF SEASIDE PARK, N.J.
 JU2633
 JU2633                          STATION RECOVERY (1984)
 JU2633
 JU2633'RECOVERY NOTE BY US POWER SQUADRON 1984 (JHF)
 JU2633'STATION FOUND POOR.
 JU2633'
 JU2633'WATCH TOWER STILL STANDING BUT NOT NOW BEING USED.
 JU2633'IT IS IN POOR CONDITION AND PARK RANGER INFORMS IT IS TO BE TORN
 JU2633'DOWN IN NEAR FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5312 ***********************************************************************
 KV5312  DESIGNATION -  FORMAN
 KV5312  PID         -  KV5312
 KV5312  STATE/COUNTY-  NJ/MONMOUTH
 KV5312  USGS QUAD   -  ROOSEVELT (1981)
 KV5312
 KV5312                         *CURRENT SURVEY CONTROL
 KV5312  ___________________________________________________________________
 KV5312* NAD 83(1996)-  40 14 04.84373(N)    074 24 49.61404(W)     ADJUSTED  
 KV5312* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 KV5312  ___________________________________________________________________
 KV5312  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 KV5312  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV5312
 KV5312  HORZ ORDER  -  FIRST
 KV5312
 KV5312.The horizontal coordinates were established by classical geodetic methods
 KV5312.and adjusted by the National Geodetic Survey in September 1999..
 KV5312
 KV5312.The orthometric height was scaled from a topographic map.
 KV5312
 KV5312.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5312
 KV5312.The geoid height was determined by GEOID03.
 KV5312
 KV5312;                    North         East     Units Scale Factor Converg.
 KV5312;SPC NJ       -   155,573.373   157,336.515   MT  0.99990066   +0 03 20.5
 KV5312;SPC NJ       -   510,410.31    516,194.88   sFT  0.99990066   +0 03 20.5
 KV5312;UTM  18      - 4,453,969.584   549,867.843   MT  0.99963061   +0 22 43.2
 KV5312
 KV5312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5312!SPC NJ       -   0.99998772  x   0.99990066  =   0.99988839
 KV5312!UTM  18      -   0.99998772  x   0.99963061  =   0.99961834
 KV5312
 KV5312:                Primary Azimuth Mark                     Grid Az
 KV5312:SPC NJ       -  FREEHOLD WATER TANK                      070 29 23.5
 KV5312:UTM  18      -  FREEHOLD WATER TANK                      070 10 00.8
 KV5312
 KV5312|---------------------------------------------------------------------|
 KV5312| PID    Reference Object                     Distance      Geod. Az  |
 KV5312|                                                           dddmmss.s |
 KV5312| KV5409 FREEHOLD WATER TANK                 APPROX.11.6 KM 0703244.0 |
 KV5312| KV5299 WEINBERG RESET                      APPROX.11.6 KM 1062224.1 |
 KV5312| CB5942 FORMAN RM 1                          31.338 METERS 12512     |
 KV5312| KV5317 FORMAN 1935 POINT A                 163.978 METERS 14509     |
 KV5312| KV5318 FORMAN 1935 POINT B                 131.573 METERS 16320     |
 KV5312| KV5319 FORMAN 1935 RM 2                     22.232 METERS 20303     |
 KV5312|---------------------------------------------------------------------|
 KV5312
 KV5312                          SUPERSEDED SURVEY CONTROL
 KV5312
 KV5312  NAD 83(1986)-  40 14 04.84210(N)    074 24 49.61221(W) AD(       ) 1
 KV5312  NAD 27      -  40 14 04.44300(N)    074 24 51.07200(W) AD(       ) 1
 KV5312
 KV5312.Superseded values are not recommended for survey control.
 KV5312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5312.See file dsdata.txt to determine how the superseded data were derived.
 KV5312
 KV5312_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4986853970(NAD 83)
 KV5312_MARKER: DS = TRIANGULATION STATION DISK
 KV5312_SETTING: 80 = SET IN A BOULDER
 KV5312_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KV5312
 KV5312  HISTORY     - Date     Condition        Report By
 KV5312  HISTORY     - 1935     MONUMENTED       CGS
 KV5312  HISTORY     - 1952     GOOD             CGS
 KV5312  HISTORY     - 1953     GOOD             CGS
 KV5312  HISTORY     - 1959     GOOD             CGS
 KV5312  HISTORY     - 1964     GOOD             CGS
 KV5312
 KV5312                          STATION DESCRIPTION
 KV5312
 KV5312'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5312'THE STATION IS LOCATED ON THE PROPERTY OF JOHN FORMAN ON THE
 KV5312'HIGHEST POINT OF HILL KNOWN AS PINE HILL, 7.5 MILES SOUTH OF
 KV5312'FREEHOLD, 8.2 MILES SOUTHEAST OF JAMESBURG, 6 PACES SOUTH OF
 KV5312'14-INCH DOUBLE OAK WITH TRIANGULAR BLAZE AND 7 PACES NORTHEAST
 KV5312'OF A DOUBLE 10-INCH OAK.  STATION MARK SET IN LARGE BOULDER
 KV5312'WHICH IS IN CENTERLINE OF ROAD.  BOULDER PROJECTS 6 INCHES.
 KV5312'
 KV5312'REFERENCE MARK NO. 1 IS 102.82 FEET (31.338 METERS) EAST OF
 KV5312'STATION, 2 PACES NORTHEAST OF A 14-INCH OAK, AND 6 PACES NORTH
 KV5312'OF CENTERLINE OF AN OLD TRAIL, IN A BOULDER AND PROJECTS 4 INCHES.
 KV5312'
 KV5312'REFERENCE MARK NO. 2 IS 73.05 FEET (22.268 METERS) SOUTH OF STATION.
 KV5312'
 KV5312'TO REACH THE STATION FROM THE GENERAL STORE AND GARAGE IN
 KV5312'MANALAPAN, WHICH IS ON STATE HIGHWAY 33 APPROXIMATELY 6.7 MILES
 KV5312'FROM FREEHOLD, GO WEST ON STATE HIGHWAY 33 FOR 0.25 MILE TO
 KV5312'T-ROAD AT SIGN PERRINEVILLE 3, TURN LEFT AND GO 1.2 MILES TO
 KV5312'T-ROAD AT SIGN PERRINEVILLE, 2-1/2, HERE TURN RIGHT AND GO 0.6
 KV5312'MILE TO DIRT T-ROAD LEFT, TURN LEFT AND GO 0.55 MILE TO T-ROAD
 KV5312'RIGHT AT NORTHEAST CORNER OF FIELD SURROUNDED BY APPLE TREES,
 KV5312'TURN RIGHT AND GO 0.55 MILE TO CROSS ROAD, TURN RIGHT INTO
 KV5312'WOODS AND GO 0.2 MILE UPHILL TO GRAVEL PIT, HERE LEAVE TRUCK
 KV5312'AND GO AROUND NORTH SIDE OF PIT AND PICK UP OLD TRAIL,
 KV5312'CONTINUE FOR APPROXIMATELY 100 YARDS TO OAK TREE WITH
 KV5312'TRIANGULAR BLAZE AND STATION SITE.
 KV5312'
 KV5312'A 64-FOOT TOWER WILL CLEAR ALL LINES.
 KV5312'
 KV5312'NO AZIMUTH MARK SET AT THIS STATION.
 KV5312'
 KV5312'NO PROMINENT NATURAL OBJECTS VISIBLE FROM THE GROUND.
 KV5312'
 KV5312'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 KV5312'IS 113.8 FEET.
 KV5312
 KV5312                          STATION RECOVERY (1952)
 KV5312
 KV5312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JB)
 KV5312'STATION AND R.M.S RECOVERED IN GOOD CONDITION 4/7/52.  ORIGINAL
 KV5312'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CORRECTIONS--
 KV5312'
 KV5312'PROPERTY IS NOW OWNED BY BENJAMIN C. WARNICK, R.F.D. 2,
 KV5312'FREEHOLD, N.J.
 KV5312'
 KV5312'THE 14-INCH OAK, 2 PACES S.W. OF R.M. 1, IS NOW DEAD.
 KV5312'
 KV5312'GRAVEL IS BEING EXCAVATED FROM THE WEST SIDE OF THE TOP OF THE
 KV5312'HILL.  AT PRESENT RATE OF EXCAVATION, THE STATION SITE WILL NOT
 KV5312'BE REACHED FOR 2 OR 3 YEARS.
 KV5312
 KV5312                          STATION RECOVERY (1953)
 KV5312
 KV5312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JB)
 KV5312'STATION MARK AND REFERENCE MARKS NOS. 1 AND 2 RECOVERED IN GOOD
 KV5312'CONDITION.  DESCRIPTION ADEQUATE.
 KV5312'
 KV5312'GRAVEL EXCAVATIONS ARE IN PROGRESS ON THE WEST SIDE OF PINE
 KV5312'HILL.  THE OWNER, B.C. WARNICK, HAD REPORTED A REFERENCE MARK
 KV5312'MISSING.  THE REFERENCE MARK WAS RECOVERED, IT HAD BEEN COVERED BY
 KV5312'SOME BRUSH.  MR. WARNICK HAD INSTRUCTED HIS MEN NOT TO DISTURB
 KV5312'THE MARKS.
 KV5312
 KV5312                          STATION RECOVERY (1959)
 KV5312
 KV5312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 KV5312'STATION AND REFERENCE MARK NO. 2 RECOVERED IN GOOD
 KV5312'CONDITION.  REFERENCE MARK NO. 1 SEARCHED FOR BUT NOT
 KV5312'RECOVERED.  AREA IN VICINITY OF MARK HAS BEEN
 KV5312'EXCAVATED.  DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE
 KV5312'FOLLOWING.  STATION IS 19.3 FEET EAST OF THE SOUTHEASTERLY ONE OF
 KV5312'TWIN 10 INCH OAK TREES AND ABOUT 40 FEET WEST OF WEST EDGE OF
 KV5312'GRAVEL PIT.
 KV5312
 KV5312                          STATION RECOVERY (1964)
 KV5312
 KV5312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (MJT)
 KV5312'FORMAN AND REFERENCE MARK NO. 2 RECOVERED IN GOOD
 KV5312'CONDITION.  REFERENCE MARK NO. 1 WAS LOST DUE TO THE REMOVAL OF
 KV5312'PART OF THE HILL.
 KV5312'
 KV5312'FORMAN AND REFERENCE MARK NO. 2 BOTH MUST BE RELOCATED BECAUSE
 KV5312'OF PLANS TO LEVEL THE REMAINDER OF THE HILL.
 KV5312'
 KV5312'A NEW STATION FORMAN 2, REFERENCE MARK NO. 3 AND REFERENCE MARK
 KV5312'NO. 4 WERE ESTABLISHED OUTSIDE THE WORKING AREA OF THIS GRAVEL PIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5311 ***********************************************************************
 KV5311  DESIGNATION -  FORMAN 2
 KV5311  PID         -  KV5311
 KV5311  STATE/COUNTY-  NJ/MONMOUTH
 KV5311  USGS QUAD   -  ROOSEVELT (1981)
 KV5311
 KV5311                         *CURRENT SURVEY CONTROL
 KV5311  ___________________________________________________________________
 KV5311* NAD 83(1996)-  40 14 00.05028(N)    074 24 45.75759(W)     ADJUSTED  
 KV5311* NAVD 88     -        92.     (meters)     302.     (feet)  SCALED    
 KV5311  ___________________________________________________________________
 KV5311  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 KV5311  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV5311
 KV5311  HORZ ORDER  -  THIRD
 KV5311
 KV5311.The horizontal coordinates were established by classical geodetic methods
 KV5311.and adjusted by the National Geodetic Survey in September 1999..
 KV5311.No horizontal observational check was made to the station.
 KV5311
 KV5311.The orthometric height was scaled from a topographic map.
 KV5311
 KV5311.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5311
 KV5311.The geoid height was determined by GEOID03.
 KV5311
 KV5311;                    North         East     Units Scale Factor Converg.
 KV5311;SPC NJ       -   155,425.627   157,427.815   MT  0.99990068   +0 03 23.0
 KV5311;SPC NJ       -   509,925.58    516,494.42   sFT  0.99990068   +0 03 23.0
 KV5311;UTM  18      - 4,453,822.395   549,959.948   MT  0.99963072   +0 22 45.6
 KV5311
 KV5311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5311!SPC NJ       -   0.99999070  x   0.99990068  =   0.99989139
 KV5311!UTM  18      -   0.99999070  x   0.99963072  =   0.99962143
 KV5311
 KV5311|---------------------------------------------------------------------|
 KV5311| PID    Reference Object                     Distance      Geod. Az  |
 KV5311|                                                           dddmmss.s |
 KV5311| KV5317 FORMAN 1935 POINT A                  13.532 METERS 01052     |
 KV5311| CB5943 FORMAN 2 RM 3                         5.790 METERS 03038     |
 KV5311| KV5318 FORMAN 1935 POINT B                  57.720 METERS 29211     |
 KV5311| CB5944 FORMAN 2 RM 4                        10.430 METERS 30650     |
 KV5311|---------------------------------------------------------------------|
 KV5311
 KV5311                          SUPERSEDED SURVEY CONTROL
 KV5311
 KV5311  NAD 83(1986)-  40 14 00.04943(N)    074 24 45.75656(W) AD(       ) 3
 KV5311  NAD 27      -  40 13 59.65000(N)    074 24 47.21600(W) AD(       ) 3
 KV5311
 KV5311.Superseded values are not recommended for survey control.
 KV5311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5311.See file dsdata.txt to determine how the superseded data were derived.
 KV5311
 KV5311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4996053822(NAD 83)
 KV5311_MARKER: DS = TRIANGULATION STATION DISK
 KV5311_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV5311_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5311
 KV5311  HISTORY     - Date     Condition        Report By
 KV5311  HISTORY     - 1964     MONUMENTED       CGS
 KV5311
 KV5311                          STATION DESCRIPTION
 KV5311
 KV5311'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (MJT)
 KV5311'THE STATION IS LOCATED IN A WOODED AREA ON THE SOUTH SIDE OF A
 KV5311'LARGE GRAVEL PIT, 8.2 MI. SOUTHEAST OF JAMESBURG AND 7.5
 KV5311'MI. SOUTHWEST OF FREEHOLD.
 KV5311'
 KV5311'TO REACH THE STATION FROM THE GENERAL STORE AND GARAGE IN
 KV5311'MANALAPAN ON STATE HIGHWAY 33, APPROXIMATELY 6.7 MI. FROM THE
 KV5311'TRAFFIC CIRCLE AT THE INTERSECTION OF ROUTES U.S. 9 AND STATE 33
 KV5311'IN FREEHOLD, GO WEST ON THE STATE HIGHWAY FOR 0.25 MI. TO THE
 KV5311'WESTMINISTER PRESBYTERIAN CHURCH OF MANALAPAN AND A T-ROAD
 KV5311'LEFT.  TURN LEFT AND GO 1.3 MI. TO A T-INTERSECTION.  TURN RIGHT
 KV5311'AND GO 0.6 MI. TO A DIRT T-ROAD LEFT.  TURN LEFT AND GO 0.6 MI.
 KV5311'TO ANOTHER DIRT T-ROAD RIGHT.  TURN RIGHT AND GO 0.6 MI. TO A
 KV5311'GRAVEL T-ROAD RIGHT.  TURN RIGHT INTO WOODS AND GO UPHILL 0.2
 KV5311'MILE TO A GRAVEL PIT.  GO RIGHT ALONG THE GRAVEL PIT 0.1 MILE
 KV5311'AND CLIMB A 10 FOOT EMBANKMENT OF DIRT AND DOWNED TREES TO
 KV5311'THE OTHER SIDE AND STATION MARK.
 KV5311'
 KV5311'THE STATION MARK IS A STANDARD DISK, STAMPED FORMAN 2 1964
 KV5311'AND SET IN THE TOP OF AN 8-IN. SQUARE CONCRETE FILLED TILE
 KV5311'PROJECTING 4 IN.  IT IS 35 FT. SOUTH OF A 10 FT. EMBANKMENT, 9
 KV5311'FT. SOUTH OF AN 8-IN. TREE AND JUST OUTSIDE THE WORKING AREA OF
 KV5311'THE GRAVEL PIT.
 KV5311'
 KV5311'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED FORMAN 2 NO 3
 KV5311'1964 AND SET IN THE TOP OF AN 8-IN. SQUARE CONCRETE FILLED TILE
 KV5311'PROJECTING 4 IN.  IT IS 6 FT. SOUTHEAST OF A LARGE ROCK OUTCROP.
 KV5311'
 KV5311'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED FORMAN 2 NO 4
 KV5311'1964 AND SET IN THE TOP OF AN 8-IN. SQUARE CONCRETE FILLED TILE
 KV5311'PROJECTING 3 IN.  IT IS 4 FT. SOUTH OF A 4-IN. TREE.
 KV5311'
 KV5311'REFERENCE MARK 3 TO REFERENCE MARK 4 - 37.05 FT. OR 11.305 M.
 KV5311'
 KV5311'OFFICE NOTE--DISTANCES BETWEEN THE RMS IN METERS AND FEET FAIL
 KV5311'TO AGREE BY 0.013 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH4390 ***********************************************************************
 DH4390  DESIGNATION -  FORRESTAL
 DH4390  PID         -  DH4390
 DH4390  STATE/COUNTY-  NJ/MIDDLESEX
 DH4390  USGS QUAD   -  HIGHTSTOWN (1981)
 DH4390
 DH4390                         *CURRENT SURVEY CONTROL
 DH4390  ___________________________________________________________________
 DH4390* NAD 83(1996)-  40 21 28.73128(N)    074 36 32.17375(W)     ADJUSTED  
 DH4390* NAVD 88     -        34.2    (meters)     112.     (feet)  GPS OBS   
 DH4390  ___________________________________________________________________
 DH4390  X           -   1,291,746.413 (meters)                     COMP
 DH4390  Y           -  -4,692,514.597 (meters)                     COMP
 DH4390  Z           -   4,108,356.152 (meters)                     COMP
 DH4390  LAPLACE CORR-           5.61  (seconds)                    DEFLEC99
 DH4390  ELLIP HEIGHT-           1.09  (meters)          (06/06/05) GPS OBS
 DH4390  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 DH4390
 DH4390  HORZ ORDER  -  B
 DH4390  ELLP ORDER  -  THIRD     CLASS I
 DH4390
 DH4390.The horizontal coordinates were established by GPS observations
 DH4390.and adjusted by the NEW JERSEY GEODETIC SURVEY in June 2005..
 DH4390
 DH4390.The orthometric height was determined by GPS observations and a
 DH4390.high-resolution geoid model.
 DH4390
 DH4390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4390
 DH4390.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4390
 DH4390.The ellipsoidal height was determined by GPS observations
 DH4390.and is referenced to NAD 83.
 DH4390
 DH4390.The geoid height was determined by GEOID03.
 DH4390
 DH4390;                    North         East     Units Scale Factor Converg.
 DH4390;SPC NJ       -   169,265.640   140,747.121   MT  0.99990105   -0 04 14.0
 DH4390;SPC NJ       -   555,332.35    461,767.85   sFT  0.99990105   -0 04 14.0
 DH4390;UTM  18      - 4,467,564.213   533,206.081   MT  0.99961357   +0 15 11.7
 DH4390
 DH4390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4390!SPC NJ       -   0.99999983  x   0.99990105  =   0.99990088
 DH4390!UTM  18      -   0.99999983  x   0.99961357  =   0.99961340
 DH4390
 DH4390                          SUPERSEDED SURVEY CONTROL
 DH4390
 DH4390.No superseded survey control is available for this station.
 DH4390
 DH4390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3320667564(NAD 83)
 DH4390_MARKER: I = METAL ROD
 DH4390_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH4390_STAMPING: FORRESTAL 2004
 DH4390_MARK LOGO: NGS   
 DH4390_PROJECTION: RECESSED 30 CENTIMETERS
 DH4390_MAGNETIC: P = MARKER IS A STEEL PIPE
 DH4390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4390+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2004
 DH4390_ROD/PIPE-DEPTH:  3.7 meters
 DH4390_SLEEVE-DEPTH  :  0.9 meters
 DH4390
 DH4390  HISTORY     - Date     Condition        Report By
 DH4390  HISTORY     - 20041205 MONUMENTED       NJGS
 DH4390
 DH4390                          STATION DESCRIPTION
 DH4390
 DH4390'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2004 (RJK)
 DH4390'THE STATION IS LOCATED IN PLAINSBORO TOWNSHIP,  SET IN THE TRIANGULAR
 DH4390'SHAPED GRASS AREA  OF THE CLOVERLEAF INTERCHANGE OF U.S. HIGHWAY 1 AND
 DH4390'COLLEGE ROAD WEST, JUST NORTH OF  THE FORRESTAL VILLAGE SHOPPING
 DH4390'CENTER ON THE SOUTHBOUND LANES OF ROUTE 1.
 DH4390' 
 DH4390'THE STATION IS 47.1 M NORTHWEST OF THE SOUTHEAST NOSE OF THE WESTBOUND
 DH4390'COLLEGE ROAD  WEST LEADING TO THE SOUTHBOUND LANES OF U.S. ROUTE 1,
 DH4390'36.0 M SOUTHEAST OF A SIGN FOR THE  FORRESTAL VILLAGE AT THE JUGHANDLE
 DH4390'RAMP ACCESS ROAD LEADING TO THE SHOPPING CENTER  FROM COLLEGE ROAD
 DH4390'WEST, 3.4 NORTH OF THE NORTH CURB OF COLLEGE ROAD WEST, 35.7
 DH4390'SOUTHEAST OF AN INLET  IN THE MIDDLE OF THE DRAINAGE DEPRESSION FOR
 DH4390'THE GRASS AREA, 25.8  M WEST NORTHWEST OF A DEPARTMENT OF
 DH4390'TRANSPORTATION MANHOLE, 14.8 M NORTH OF THE  CENTERLINE OF THE
 DH4390'WESTBOUND LANES OF COLLEGE ROAD WEST, 27.0 M NORTHEAST OF AN INLET  IN
 DH4390'THE CURBLINE OF THE CENTER MEDIAN ISLAND OF COLLEGE ROAD WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2818 ***********************************************************************
 KU2818  DESIGNATION -  FORT
 KU2818  PID         -  KU2818
 KU2818  STATE/COUNTY-  NJ/MONMOUTH
 KU2818  USGS QUAD   -  SANDY HOOK (1981)
 KU2818
 KU2818                         *CURRENT SURVEY CONTROL
 KU2818  ___________________________________________________________________
 KU2818* NAD 83(1996)-  40 24 19.33258(N)    073 58 50.08605(W)     ADJUSTED  
 KU2818* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU2818  ___________________________________________________________________
 KU2818  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 KU2818  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KU2818
 KU2818  HORZ ORDER  -  SECOND
 KU2818
 KU2818.The horizontal coordinates were established by classical geodetic methods
 KU2818.and adjusted by the National Geodetic Survey in September 1999..
 KU2818
 KU2818.The orthometric height was scaled from a topographic map.
 KU2818
 KU2818.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2818
 KU2818.The geoid height was determined by GEOID03.
 KU2818
 KU2818;                    North         East     Units Scale Factor Converg.
 KU2818;SPC NJ       -   174,651.151   194,087.614   MT  0.99992392   +0 20 12.1
 KU2818;SPC NJ       -   573,001.32    636,769.11   sFT  0.99992392   +0 20 12.1
 KU2818;UTM  18      - 4,473,249.751   586,501.428   MT  0.99969210   +0 39 39.0
 KU2818
 KU2818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2818!SPC NJ       -   1.00000500  x   0.99992392  =   0.99992892
 KU2818!UTM  18      -   1.00000500  x   0.99969210  =   0.99969710
 KU2818
 KU2818:                Primary Azimuth Mark                     Grid Az
 KU2818:SPC NJ       -  TOWER A CEN                              001 39 01.3
 KU2818:UTM  18      -  TOWER A CEN                              001 19 34.4
 KU2818
 KU2818|---------------------------------------------------------------------|
 KU2818| PID    Reference Object                     Distance      Geod. Az  |
 KU2818|                                                           dddmmss.s |
 KU2818| KU2793 TOWER A CEN                         APPROX. 1.0 KM 0015913.4 |
 KU2818| KU2819 HIGHLANDS SCHOOL                    APPROX. 1.4 KM 2600706.6 |
 KU2818| CB6059 FORT RM 2                            16.519 METERS 26049     |
 KU2818| CB6058 FORT RM 1                            23.534 METERS 35304     |
 KU2818|---------------------------------------------------------------------|
 KU2818
 KU2818                          SUPERSEDED SURVEY CONTROL
 KU2818
 KU2818  NAD 83(1986)-  40 24 19.33283(N)    073 58 50.08574(W) AD(       ) 2
 KU2818  NAD 27      -  40 24 18.94200(N)    073 58 51.59600(W) AD(       ) 2
 KU2818
 KU2818.Superseded values are not recommended for survey control.
 KU2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2818.See file dsdata.txt to determine how the superseded data were derived.
 KU2818
 KU2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8650173250(NAD 83)
 KU2818_MARKER: DS = TRIANGULATION STATION DISK
 KU2818_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KU2818_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU2818
 KU2818  HISTORY     - Date     Condition        Report By
 KU2818  HISTORY     - 1934     MONUMENTED       CGS
 KU2818  HISTORY     - 1940     GOOD             CGS
 KU2818  HISTORY     - 1962     MARK NOT FOUND   CGS
 KU2818  HISTORY     - 19920728 MARK NOT FOUND   USPSQD
 KU2818  HISTORY     - 19950906 MARK NOT FOUND   USPSQD
 KU2818
 KU2818                          STATION DESCRIPTION
 KU2818
 KU2818'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KU2818'LOCATED ON GROUND OF FORT HANCOCK, SANDY HOOK, ON PLUM
 KU2818'ISLAND.  IT IS IN SAND AND GRASS 90 METERS N OF EXTREME TIP OF
 KU2818'ISLAND, 46 METERS W OF E SHORE, 48 METERS E OF W SHORE AND 21
 KU2818'METERS S OF A SMALL RED BUILDING (OLD KEROSENE STOREROOM) WHICH
 KU2818'BUILDING IS ABOUT 130 METERS W OF MAIN ROAD.
 KU2818'
 KU2818'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 KU2818'REFERENCE MARKS NO.1 AND 2 ARE STANDARD
 KU2818'BRONZE DISKS SET IN CONCRETE.
 KU2818'
 KU2818'REFERENCE MARK NO.1 IS AT THE SE CORNER OF THE BUILDING.
 KU2818'
 KU2818'REFERENCE MARK NO.2 IS ON A SMALL DUNE TO THE WESTWARD AND 11
 KU2818'METERS FROM SHORE.
 KU2818'
 KU2818'REACHED VIA SANDY HOOK ROAD AS FOLLOWS--AFTER PASSING MAIN
 KU2818'GATE GO 0.5 MILE NORTHWARD AND TURN W ON PAVED ROAD TO STOREROOM
 KU2818'AND STATION.
 KU2818'
 KU2818'ALL STATIONS ARE VISIBLE FROM THE GROUND.
 KU2818
 KU2818                          STATION RECOVERY (1940)
 KU2818
 KU2818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KU2818'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 KU2818'CONDITION.  THE DISTANCES AND DIRECTIONS TO BOTH REFERENCE MARKS
 KU2818'WERE CHECKED.  THE FOLLOWING CHANGES IN THE TOPOGRAPHY OF THIS
 KU2818'AREA HAVE OCCURRED SINCE THE STATION WAS ESTABLISHED--
 KU2818'
 KU2818'A CONCRETE SEAWALL HAS BEEN BUILT ALONG THE W SIDE OF THE MAIN
 KU2818'ROAD INTO FORT HANCOCK, AND THE ROAD RUNNING OUT TO THE
 KU2818'STOREROOM HAS BEEN DESTROYED.  THE AREA BETWEEN PLUM ISLAND AND
 KU2818'THE MAINLAND OF SANDY HOOK HAS FILLED IN TO THE EXTENT THAT IT
 KU2818'WOULD BE COVERED BY WATER ONLY AT TIMES OF STORM TIDES.
 KU2818'
 KU2818'THE RED BUILDING REFERRED TO IN THE ORIGINAL DESCRIPTION IS
 KU2818'OF BRICK CONSTRUCTION AND IS A SUBSTANTIAL BUILDING.
 KU2818
 KU2818                          STATION RECOVERY (1962)
 KU2818
 KU2818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2818'NOT RECOVERED.  MUCH TIME WAS SPENT PROBING THE SAND DUNE WITHOUT
 KU2818'SUCCESS.
 KU2818
 KU2818                          STATION RECOVERY (1992)
 KU2818
 KU2818'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2818'MARK NOT FOUND.
 KU2818
 KU2818                          STATION RECOVERY (1995)
 KU2818
 KU2818'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU2818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0700 ***********************************************************************
 KV0700  DESIGNATION -  FORT HANCOCK RM 3
 KV0700  PID         -  KV0700
 KV0700  STATE/COUNTY-  NJ/MONMOUTH
 KV0700  USGS QUAD   -  SANDY HOOK (1981)
 KV0700
 KV0700                         *CURRENT SURVEY CONTROL
 KV0700  ___________________________________________________________________
 KV0700* NAD 83(1996)-  40 28 15.17439(N)    074 00 43.14315(W)     ADJUSTED  
 KV0700* NAVD 88     -         3.016  (meters)       9.89   (feet)  ADJUSTED  
 KV0700  ___________________________________________________________________
 KV0700  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 KV0700  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV0700  DYNAMIC HT  -           3.014 (meters)       9.89  (feet)  COMP
 KV0700  MODELED GRAV-     980,206.1   (mgal)                       NAVD 88
 KV0700
 KV0700  HORZ ORDER  -  THIRD
 KV0700  VERT ORDER  -  FIRST     CLASS II
 KV0700
 KV0700.The horizontal coordinates were established by classical geodetic methods
 KV0700.and adjusted by the National Geodetic Survey in September 1999..
 KV0700
 KV0700.The orthometric height was determined by differential leveling
 KV0700.and adjusted by the National Geodetic Survey in June 1991..
 KV0700
 KV0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0700
 KV0700.The geoid height was determined by GEOID03.
 KV0700
 KV0700.The dynamic height is computed by dividing the NAVD 88
 KV0700.geopotential number by the normal gravity value computed on the
 KV0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0700.degrees latitude (g = 980.6199 gals.).
 KV0700
 KV0700.The modeled gravity was interpolated from observed gravity values.
 KV0700
 KV0700;                    North         East     Units Scale Factor Converg.
 KV0700;SPC NJ       -   181,909.885   191,381.829   MT  0.99992107   +0 19 00.3
 KV0700;SPC NJ       -   596,816.01    627,891.88   sFT  0.99992107   +0 19 00.3
 KV0700;UTM  18      - 4,480,491.362   583,755.237   MT  0.99968635   +0 38 28.8
 KV0700
 KV0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0700!SPC NJ       -   1.00000461  x   0.99992107  =   0.99992568
 KV0700!UTM  18      -   1.00000461  x   0.99968635  =   0.99969096
 KV0700
 KV0700                          SUPERSEDED SURVEY CONTROL
 KV0700
 KV0700  NAD 83(1996)-  40 28 15.17419(N)    074 00 43.14301(W) AD(       ) 3
 KV0700  NAD 83(1986)-  40 28 15.17427(N)    074 00 43.14210(W) AD(       ) 3
 KV0700  NAVD 88 (01/25/94)    3.025  (m)            9.92   (f) UNKNOWN     1 2
 KV0700  NGVD 29 (04/16/92)    3.343  (m)           10.97   (f) ADJUSTED    1 2
 KV0700
 KV0700.Superseded values are not recommended for survey control.
 KV0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0700.See file dsdata.txt to determine how the superseded data were derived.
 KV0700
 KV0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8375580491(NAD 83)
 KV0700_MARKER: DR = REFERENCE MARK DISK
 KV0700_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0700_SP_SET: SIDEWALK
 KV0700_STAMPING: FORT HANCOCK NO 3 1940
 KV0700_MARK LOGO: CGS   
 KV0700_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0700+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1995
 KV0700
 KV0700  HISTORY     - Date     Condition        Report By
 KV0700  HISTORY     - 1940     MONUMENTED       CGS
 KV0700  HISTORY     - 1964     GOOD             CGS
 KV0700  HISTORY     - 19880910 GOOD             NJGS
 KV0700  HISTORY     - 19950622 GOOD             NJGS
 KV0700  HISTORY     - 19950628 GOOD             USPSQD
 KV0700  HISTORY     - 19950728 GOOD             USPSQD
 KV0700
 KV0700                          STATION DESCRIPTION
 KV0700
 KV0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0700'AT FORT HANCOCK.
 KV0700'AT FORT HANCOCK, AT THE COAST GUARD STATION AT THE NORTH END OF
 KV0700'SANDY HOOK AT THE WEST SIDE OF THE COAST GUARD STATION, 94.0
 KV0700'FEET SOUTHWEST OF STATION HANCOCK, 10.5 FEET SOUTHWEST OF
 KV0700'THE NORTHWEST CORNER OF THE PORCH TO THE COAST GUARD STATION,
 KV0700'ABOUT 1-INCH ABOVE THE GROUND AND IS SET IN THE TOP OF THE
 KV0700'SIDEWALK.
 KV0700
 KV0700                          STATION RECOVERY (1988)
 KV0700
 KV0700'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV0700'THE BENCH MARK WAS RECOVERED AT THIS DATE.  A LONGER DISTANCE WAS
 KV0700'MEASURED TO HANCOCK AND A LONGER DISTANCE TO REFERENCE MARK 4 AS IN
 KV0700'1940.  LEVELING SHOWED THIS MARK TO CHECK PREVIOUS LEVELING TO
 KV0700'HANCOCK.  THE MARK IS LOCATED ON THE COAST GUARD STATION AT THE NORTH
 KV0700'END OF SANDY HOOK.  TO REACH THE STATION FROM THE ENTRANCE OF THE
 KV0700'COAST GUARD STATION ENTRANCE GATE GO WEST FOR 0.16 KM (0.26 MI) TO A
 KV0700'TEE ROAD RIGHT,  TURN NORTH ON THIS ROAD FOR 0.32 KM (0.51 MI) TO A
 KV0700'FENCE AT THE OLD FORT, FOLLOW THE ROAD LEFT AND WEST FOR 0.32 KM
 KV0700'(0.51 MI) TO THE REAR OF A LARGE WHITE BUILDING, THE OLD COAST GUARD
 KV0700'BUILDING, AND THE STATION ON THE WEST END OF THE BUILDING SET IN THE
 KV0700'SIDEWALK 3.06 M (10.04 FT) NORTH OF THE NORTHEAST CORNER OF THE
 KV0700'BUILDING.
 KV0700
 KV0700                          STATION RECOVERY (1995)
 KV0700
 KV0700'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 KV0700'RECOVERED AS DESCRIBED.
 KV0700
 KV0700                          STATION RECOVERY (1995)
 KV0700
 KV0700'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0700'RECOVERED IN GOOD CONDITION.
 KV0700
 KV0700                          STATION RECOVERY (1995)
 KV0700
 KV0700'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0701 ***********************************************************************
 KV0701  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0701  DESIGNATION -  FORT HANCOCK RM 4
 KV0701  PID         -  KV0701
 KV0701  STATE/COUNTY-  NJ/MONMOUTH
 KV0701  USGS QUAD   -  SANDY HOOK (1981)
 KV0701
 KV0701                         *CURRENT SURVEY CONTROL
 KV0701  ___________________________________________________________________
 KV0701* NAD 83(1996)-  40 28 16.22523(N)    074 00 43.14174(W)     ADJUSTED  
 KV0701* NAVD 88     -         2.947  (meters)       9.67   (feet)  ADJUSTED  
 KV0701  ___________________________________________________________________
 KV0701  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 KV0701  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV0701  DYNAMIC HT  -           2.945 (meters)       9.66  (feet)  COMP
 KV0701  MODELED GRAV-     980,206.2   (mgal)                       NAVD 88
 KV0701
 KV0701  HORZ ORDER  -  THIRD
 KV0701  VERT ORDER  -  FIRST     CLASS II
 KV0701
 KV0701.The horizontal coordinates were established by classical geodetic methods
 KV0701.and adjusted by the National Geodetic Survey in September 1999..
 KV0701
 KV0701.The orthometric height was determined by differential leveling
 KV0701.and adjusted by the National Geodetic Survey in September 1996..
 KV0701
 KV0701.This Tidal Bench Mark is designated as VM 15582
 KV0701.by the Center for Operational Oceanographic Products and Services.
 KV0701
 KV0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0701
 KV0701.The geoid height was determined by GEOID03.
 KV0701
 KV0701.The dynamic height is computed by dividing the NAVD 88
 KV0701.geopotential number by the normal gravity value computed on the
 KV0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0701.degrees latitude (g = 980.6199 gals.).
 KV0701
 KV0701.The modeled gravity was interpolated from observed gravity values.
 KV0701
 KV0701;                    North         East     Units Scale Factor Converg.
 KV0701;SPC NJ       -   181,942.296   191,381.683   MT  0.99992107   +0 19 00.3
 KV0701;SPC NJ       -   596,922.35    627,891.40   sFT  0.99992107   +0 19 00.3
 KV0701;UTM  18      - 4,480,523.764   583,754.908   MT  0.99968635   +0 38 28.8
 KV0701
 KV0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0701!SPC NJ       -   1.00000462  x   0.99992107  =   0.99992569
 KV0701!UTM  18      -   1.00000462  x   0.99968635  =   0.99969097
 KV0701
 KV0701                          SUPERSEDED SURVEY CONTROL
 KV0701
 KV0701  NAD 83(1996)-  40 28 16.22503(N)    074 00 43.14161(W) AD(       ) 3
 KV0701  NAD 83(1986)-  40 28 16.22460(N)    074 00 43.14045(W) AD(       ) 3
 KV0701  NAVD 88 (01/25/94)    2.955  (m)            9.69   (f) UNKNOWN     1 2
 KV0701  NAVD 88 (06/15/91)    2.939  (m)            9.64   (f) UNKNOWN     1 2
 KV0701  NGVD 29 (04/16/92)    3.273  (m)           10.74   (f) ADJUSTED    1 2
 KV0701
 KV0701.Superseded values are not recommended for survey control.
 KV0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0701.See file dsdata.txt to determine how the superseded data were derived.
 KV0701
 KV0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8375580524(NAD 83)
 KV0701_MARKER: DR = REFERENCE MARK DISK
 KV0701_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV0701+WITH SETTING: PAVEMENT
 KV0701_SP_SET: SIGNAL TOWER BASE
 KV0701_STAMPING: FORT HANCOCK NO 4 1940
 KV0701_MARK LOGO: CGS   
 KV0701_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0701+STABILITY: SURFACE MOTION
 KV0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0701+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1995
 KV0701
 KV0701  HISTORY     - Date     Condition        Report By
 KV0701  HISTORY     - 1940     MONUMENTED       CGS
 KV0701  HISTORY     - 1952     GOOD             CGS
 KV0701  HISTORY     - 1964     GOOD             CGS
 KV0701  HISTORY     - 19880910 GOOD             NJGS
 KV0701  HISTORY     - 19950622 GOOD             NJGS
 KV0701  HISTORY     - 19950629 GOOD             USPSQD
 KV0701  HISTORY     - 19950728 GOOD             USPSQD
 KV0701
 KV0701                          STATION DESCRIPTION
 KV0701
 KV0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0701'AT FORT HANCOCK.
 KV0701'AT FORT HANCOCK, ON SANDY HOOK, AT THE COAST GUARD HEADQUARTERS,
 KV0701'IN THE TOP OF CONCRETE BASE OF THE NORTHEAST LEG OF FLAG
 KV0701'TOWER, 94 FEET NORTHWEST OF STATION MARK AND ABOUT 1 FOOT
 KV0701'ABOVE GROUND.
 KV0701
 KV0701                          STATION RECOVERY (1964)
 KV0701
 KV0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0701'RECOVERED IN GOOD CONDITION.
 KV0701
 KV0701                          STATION RECOVERY (1988)
 KV0701
 KV0701'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV0701'THE BENCH MARK WAS RECOVERED AT THIS DATE.  A SHORTER DISTANCE WAS
 KV0701'MEASURED TO HANCOCK AND A LONGER DISTANCE TO REFERENCE MARK 3 AS IN
 KV0701'1940.LEVELING SHOWED THIS MARK TO BE HIGHER BY 6 MILLIMETERS THAN IN
 KV0701'PREVIOUS LEVELING.  THE MARK IS LOCATED ON THE COAST GUARD STATION AT
 KV0701'THE NORTH END OF SANDY HOOK.  TO REACH THE STATION FROM THE ENTRANCE
 KV0701'OF THE COAST GUARD STATION ENTRANCE GATE GO WEST FOR 0.16 KM
 KV0701'(0.26 MI) TO A TEE ROAD RIGHT,  TURN NORTH ON THIS ROAD FOR 0.32 KM
 KV0701'(0.51 MI) TO A FENCE AT THE OLD FORT, FOLLOW THE ROAD LEFT AND WEST
 KV0701'FOR 0.32 KM (0.51 MI) TO THE REAR OF A LARGE WHITE BUILDING, THE OLD
 KV0701'COAST GUARD BUILDING, AND THE STATION AT THE NORTHWEST END OF A
 KV0701'PARKING LOT SET IN THE BASE OF AN UNUSED OLD TOWER. THE CONCRETE BASE
 KV0701'IS ABOUT 0.2 METERS ABOVE GROUND LEVEL.
 KV0701
 KV0701                          STATION RECOVERY (1995)
 KV0701
 KV0701'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 KV0701'RECOVERED AS DESCRIBED.
 KV0701
 KV0701                          STATION RECOVERY (1995)
 KV0701
 KV0701'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0701'RECOVERED IN GOOD CONDITION.
 KV0701
 KV0701                          STATION RECOVERY (1995)
 KV0701
 KV0701'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU3891 ***********************************************************************
 KU3891  DESIGNATION -  FORT LEE CHRIST ORPH HOME FLAG
 KU3891  PID         -  KU3891
 KU3891  STATE/COUNTY-  NJ/BERGEN
 KU3891  USGS QUAD   -  CENTRAL PARK (1979)
 KU3891
 KU3891                         *CURRENT SURVEY CONTROL
 KU3891  ___________________________________________________________________
 KU3891* NAD 83(1996)-  40 50 43.35799(N)    073 58 09.14878(W)     ADJUSTED  
 KU3891* NAVD 88     -                                                        
 KU3891  ___________________________________________________________________
 KU3891  LAPLACE CORR-           6.23  (seconds)                    DEFLEC99
 KU3891  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 KU3891
 KU3891  HORZ ORDER  -  THIRD
 KU3891
 KU3891.The horizontal coordinates were established by classical geodetic methods
 KU3891.and adjusted by the National Geodetic Survey in September 1999..
 KU3891
 KU3891
 KU3891.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3891
 KU3891.The geoid height was determined by GEOID03.
 KU3891
 KU3891;                    North         East     Units Scale Factor Converg.
 KU3891;SPC NJ       -   223,513.643   194,758.102   MT  0.99992465   +0 20 49.8
 KU3891;SPC NJ       -   733,311.01    638,968.87   sFT  0.99992465   +0 20 49.8
 KU3891;SPC NY L     -    75,368.849   302,596.723   MT  0.99999490   +0 01 12.5
 KU3891;SPC NY L     -   247,272.63    992,769.42   sFT  0.99999490   +0 01 12.5
 KU3891;UTM  18      - 4,522,103.938   586,894.149   MT  0.99969293   +0 40 27.1
 KU3891
 KU3891                          SUPERSEDED SURVEY CONTROL
 KU3891
 KU3891  NAD 83(1996)-  40 50 43.35799(N)    073 58 09.14879(W) AD(       ) 4
 KU3891  NAD 83(1996)-  40 50 43.35794(N)    073 58 09.14985(W) AD(       ) 4
 KU3891  NAD 83(1992)-  40 50 43.35620(N)    073 58 09.15025(W) AD(       ) 4
 KU3891  NAD 83(1986)-  40 50 43.36173(N)    073 58 09.14834(W) AD(       ) 4
 KU3891  NAD 27      -  40 50 43.00800(N)    073 58 10.66100(W) AD(       ) 3
 KU3891
 KU3891.Superseded values are not recommended for survey control.
 KU3891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3891.See file dsdata.txt to determine how the superseded data were derived.
 KU3891
 KU3891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8689422104(NAD 83)
 KU3891_MARKER: 62 = FLAGPOLE
 KU3891
 KU3891  HISTORY     - Date     Condition        Report By
 KU3891  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3891
 KU3891                          STATION DESCRIPTION
 KU3891
 KU3891'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3891'THE FLAGPOLE, APPROXIMATELY 1/4 MILE W OF THE HUDSON RIVER, IN THE
 KU3891'TOWN OF FORT LEE AT THE TOP OF THE RIDGE, IN THE YARD OF THE
 KU3891'CHRISTIAN ORPHAN HOME, RISING FROM THE GROUND S OF THE
 KU3891'SCHOOLHOUSE.  IT IS A LARGE, ROUND, WHITE, WOODEN FLAGPOLE.
 KU3891'
 KU3891'THE STATION IS THE BASE OF THE FLAGPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU3884 ***********************************************************************
 KU3884  DESIGNATION -  FORT LEE HIGH SCHOOL CUPOLA
 KU3884  PID         -  KU3884
 KU3884  STATE/COUNTY-  NJ/BERGEN
 KU3884  USGS QUAD   -  CENTRAL PARK (1979)
 KU3884
 KU3884                         *CURRENT SURVEY CONTROL
 KU3884  ___________________________________________________________________
 KU3884* NAD 83(1996)-  40 51 28.98006(N)    073 57 54.96832(W)     ADJUSTED  
 KU3884* NAVD 88     -                                                        
 KU3884  ___________________________________________________________________
 KU3884  LAPLACE CORR-           6.45  (seconds)                    DEFLEC99
 KU3884  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 KU3884
 KU3884  HORZ ORDER  -  THIRD
 KU3884
 KU3884.The horizontal coordinates were established by classical geodetic methods
 KU3884.and adjusted by the National Geodetic Survey in September 1999..
 KU3884
 KU3884
 KU3884.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3884
 KU3884.The geoid height was determined by GEOID03.
 KU3884
 KU3884;                    North         East     Units Scale Factor Converg.
 KU3884;SPC NJ       -   224,922.858   195,081.664   MT  0.99992501   +0 20 59.4
 KU3884;SPC NJ       -   737,934.41    640,030.43   sFT  0.99992501   +0 20 59.4
 KU3884;SPC NY L     -    76,776.293   302,928.346   MT  0.99999491   +0 01 21.8
 KU3884;SPC NY L     -   251,890.22    993,857.42   sFT  0.99999491   +0 01 21.8
 KU3884;UTM  18      - 4,523,514.651   587,209.587   MT  0.99969361   +0 40 37.0
 KU3884
 KU3884                          SUPERSEDED SURVEY CONTROL
 KU3884
 KU3884  NAD 83(1996)-  40 51 28.98006(N)    073 57 54.96832(W) AD(       ) 4
 KU3884  NAD 83(1996)-  40 51 28.98000(N)    073 57 54.96933(W) AD(       ) 4
 KU3884  NAD 83(1992)-  40 51 28.97809(N)    073 57 54.96973(W) AD(       ) 4
 KU3884  NAD 83(1986)-  40 51 28.98395(N)    073 57 54.96792(W) AD(       ) 4
 KU3884  NAD 27      -  40 51 28.62000(N)    073 57 56.48000(W) AD(       ) 3
 KU3884
 KU3884.Superseded values are not recommended for survey control.
 KU3884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3884.See file dsdata.txt to determine how the superseded data were derived.
 KU3884
 KU3884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8721023515(NAD 83)
 KU3884_MARKER: 86 = CUPOLA
 KU3884_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU3884+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2003
 KU3884
 KU3884  HISTORY     - Date     Condition        Report By
 KU3884  HISTORY     - 1930     FIRST OBSERVED   CGS
 KU3884  HISTORY     - 20030410 GOOD             PORANY
 KU3884
 KU3884                          STATION DESCRIPTION
 KU3884
 KU3884'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 KU3884'STATION IS THE CUPOLA, WITH CLOCK TOWER, OF THE FORT LEE HIGH
 KU3884'SCHOOL ON LEMOINE AVENUE AT LINCOLN AVENUE.
 KU3884'
 KU3884'THE FINIAL ON TOP HAS A WEATHER VANE.  SCHOOL IS A LARGE RED BRICK
 KU3884'BUILDING OF 2 STORIES.
 KU3884'
 KU3884'NOT MARKED.
 KU3884
 KU3884                          STATION RECOVERY (2003)
 KU3884
 KU3884'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2003 (SSZ)
 KU3884'CUPOLA IS WOODEN AND PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU3886 ***********************************************************************
 KU3886  DESIGNATION -  FORT LEE HOLY ANGELS SCH STACK
 KU3886  PID         -  KU3886
 KU3886  STATE/COUNTY-  NJ/BERGEN
 KU3886  USGS QUAD   -  CENTRAL PARK (1979)
 KU3886
 KU3886                         *CURRENT SURVEY CONTROL
 KU3886  ___________________________________________________________________
 KU3886* NAD 83(1996)-  40 51 18.45708(N)    073 58 21.35460(W)     ADJUSTED  
 KU3886* NAVD 88     -                                                        
 KU3886  ___________________________________________________________________
 KU3886  LAPLACE CORR-           6.70  (seconds)                    DEFLEC99
 KU3886  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 KU3886
 KU3886  HORZ ORDER  -  THIRD
 KU3886
 KU3886.The horizontal coordinates were established by classical geodetic methods
 KU3886.and adjusted by the National Geodetic Survey in September 1999..
 KU3886
 KU3886
 KU3886.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3886
 KU3886.The geoid height was determined by GEOID03.
 KU3886
 KU3886;                    North         East     Units Scale Factor Converg.
 KU3886;SPC NJ       -   224,594.534   194,465.684   MT  0.99992433   +0 20 42.0
 KU3886;SPC NJ       -   736,857.23    638,009.50   sFT  0.99992433   +0 20 42.0
 KU3886;SPC NY L     -    76,451.468   302,310.459   MT  0.99999490   +0 01 04.5
 KU3886;SPC NY L     -   250,824.52    991,830.23   sFT  0.99999490   +0 01 04.5
 KU3886;UTM  18      - 4,523,182.892   586,595.635   MT  0.99969230   +0 40 19.6
 KU3886
 KU3886                          SUPERSEDED SURVEY CONTROL
 KU3886
 KU3886  NAD 83(1996)-  40 51 18.45709(N)    073 58 21.35460(W) AD(       ) 4
 KU3886  NAD 83(1996)-  40 51 18.45704(N)    073 58 21.35569(W) AD(       ) 4
 KU3886  NAD 83(1992)-  40 51 18.45519(N)    073 58 21.35601(W) AD(       ) 4
 KU3886  NAD 83(1986)-  40 51 18.46097(N)    073 58 21.35435(W) AD(       ) 4
 KU3886  NAD 27      -  40 51 18.10000(N)    073 58 22.86000(W) AD(       ) 3
 KU3886
 KU3886.Superseded values are not recommended for survey control.
 KU3886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3886.See file dsdata.txt to determine how the superseded data were derived.
 KU3886
 KU3886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8659623183(NAD 83)
 KU3886_MARKER: 63 = STACK
 KU3886
 KU3886  HISTORY     - Date     Condition        Report By
 KU3886  HISTORY     - 1930     FIRST OBSERVED   CGS
 KU3886  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 KU3886
 KU3886                          STATION DESCRIPTION
 KU3886
 KU3886'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 KU3886'THIS IS A REDDISH BROWN STACK ABOUT 50 FEET TALL AT THE N END OF
 KU3886'THE INSTITUTE OF HOLY ANGELS BOARDING SCHOOL FOR GIRLS, ABOUT 250
 KU3886'METERS N OF THE INTERSECTION OF MAIN STREET AND ANDERSON AVENUE,
 KU3886'FORT LEE, N.J.
 KU3886
 KU3886                          STATION RECOVERY (1995)
 KU3886
 KU3886'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU3886'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU3887 ***********************************************************************
 KU3887  DESIGNATION -  FORT LEE HOLY ANGELS SCH CROSS
 KU3887  PID         -  KU3887
 KU3887  STATE/COUNTY-  NJ/BERGEN
 KU3887  USGS QUAD   -  CENTRAL PARK (1979)
 KU3887
 KU3887                         *CURRENT SURVEY CONTROL
 KU3887  ___________________________________________________________________
 KU3887* NAD 83(1996)-  40 51 13.47271(N)    073 58 24.43991(W)     ADJUSTED  
 KU3887* NAVD 88     -                                                        
 KU3887  ___________________________________________________________________
 KU3887  LAPLACE CORR-           6.70  (seconds)                    DEFLEC99
 KU3887  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 KU3887
 KU3887  HORZ ORDER  -  THIRD
 KU3887
 KU3887.The horizontal coordinates were established by classical geodetic methods
 KU3887.and adjusted by the National Geodetic Survey in September 1999..
 KU3887
 KU3887
 KU3887.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3887
 KU3887.The geoid height was determined by GEOID03.
 KU3887
 KU3887;                    North         East     Units Scale Factor Converg.
 KU3887;SPC NJ       -   224,440.358   194,394.351   MT  0.99992425   +0 20 40.0
 KU3887;SPC NJ       -   736,351.41    637,775.47   sFT  0.99992425   +0 20 40.0
 KU3887;SPC NY L     -    76,297.691   302,238.242   MT  0.99999490   +0 01 02.5
 KU3887;SPC NY L     -   250,320.01    991,593.30   sFT  0.99999490   +0 01 02.5
 KU3887;UTM  18      - 4,523,028.347   586,525.200   MT  0.99969215   +0 40 17.5
 KU3887
 KU3887                          SUPERSEDED SURVEY CONTROL
 KU3887
 KU3887  NAD 83(1996)-  40 51 13.47271(N)    073 58 24.43992(W) AD(       ) 4
 KU3887  NAD 83(1996)-  40 51 13.47267(N)    073 58 24.44106(W) AD(       ) 4
 KU3887  NAD 83(1992)-  40 51 13.47084(N)    073 58 24.44139(W) AD(       ) 4
 KU3887  NAD 83(1986)-  40 51 13.47656(N)    073 58 24.43923(W) AD(       ) 4
 KU3887  NAD 27      -  40 51 13.11000(N)    073 58 25.96000(W) AD(       ) 3
 KU3887
 KU3887.Superseded values are not recommended for survey control.
 KU3887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3887.See file dsdata.txt to determine how the superseded data were derived.
 KU3887
 KU3887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8652523028(NAD 83)
 KU3887_MARKER: 74 = LARGE CROSS
 KU3887
 KU3887  HISTORY     - Date     Condition        Report By
 KU3887  HISTORY     - 1930     FIRST OBSERVED   CGS
 KU3887  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 KU3887
 KU3887                          STATION DESCRIPTION
 KU3887
 KU3887'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 KU3887'ON THE S SIDE OF MAIN STREET AT ANDERSON AVENUE, ON TOP OF A LARGE
 KU3887'4 STORY, RED BRICK BUILDING, KNOWN AS THE INSTITUTE OF HOLY ANGELS
 KU3887'BOARDING AND DAY SCHOOL FOR GIRLS.
 KU3887'
 KU3887'THE STATION IS THE GOLD CROSS ON TOP OF A GREEN CAP ON A LARGE RED
 KU3887'TILE COVERED DOME.
 KU3887
 KU3887                          STATION RECOVERY (1995)
 KU3887
 KU3887'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU3887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU3898 ***********************************************************************
 KU3898  DESIGNATION -  FORT LEE WPAP N RADIO MAST
 KU3898  PID         -  KU3898
 KU3898  STATE/COUNTY-  NJ/BERGEN
 KU3898  USGS QUAD   -  CENTRAL PARK (1979)
 KU3898
 KU3898                         *CURRENT SURVEY CONTROL
 KU3898  ___________________________________________________________________
 KU3898* NAD 83(1996)-  40 49 40.34898(N)    073 58 36.75353(W)     ADJUSTED  
 KU3898* NAVD 88     -                                                        
 KU3898  ___________________________________________________________________
 KU3898  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 KU3898  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 KU3898
 KU3898  HORZ ORDER  -  THIRD
 KU3898
 KU3898.The horizontal coordinates were established by classical geodetic methods
 KU3898.and adjusted by the National Geodetic Survey in September 1999..
 KU3898
 KU3898
 KU3898.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3898
 KU3898.The geoid height was determined by GEOID03.
 KU3898
 KU3898;                    North         East     Units Scale Factor Converg.
 KU3898;SPC NJ       -   221,566.270   194,123.114   MT  0.99992395   +0 20 31.3
 KU3898;SPC NJ       -   726,922.00    636,885.58   sFT  0.99992395   +0 20 31.3
 KU3898;SPC NY L     -    73,424.994   301,950.586   MT  0.99999498   +0 00 54.5
 KU3898;SPC NY L     -   240,895.17    990,649.55   sFT  0.99999498   +0 00 54.5
 KU3898;UTM  18      - 4,520,153.425   586,270.429   MT  0.99969160   +0 40 08.2
 KU3898
 KU3898                          SUPERSEDED SURVEY CONTROL
 KU3898
 KU3898  NAD 83(1996)-  40 49 40.34899(N)    073 58 36.75355(W) AD(       ) 4
 KU3898  NAD 83(1996)-  40 49 40.34888(N)    073 58 36.75454(W) AD(       ) 4
 KU3898  NAD 83(1992)-  40 49 40.34742(N)    073 58 36.75496(W) AD(       ) 4
 KU3898  NAD 83(1986)-  40 49 40.35282(N)    073 58 36.75347(W) AD(       ) 4
 KU3898  NAD 27      -  40 49 39.98700(N)    073 58 38.26000(W) AD(       ) 3
 KU3898
 KU3898.Superseded values are not recommended for survey control.
 KU3898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3898.See file dsdata.txt to determine how the superseded data were derived.
 KU3898
 KU3898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8627020153(NAD 83)
 KU3898_MARKER: 42 = RADIO/TV MAST
 KU3898
 KU3898  HISTORY     - Date     Condition        Report By
 KU3898  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3898  HISTORY     - 1935     GOOD             CGS
 KU3898  HISTORY     - 1951     GOOD             CGS
 KU3898
 KU3898                          STATION DESCRIPTION
 KU3898
 KU3898'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3898'THE NORTHERLY OF TWIN RADIO TOWERS, W OF THE HUDSON RIVER, IN FORT
 KU3898'LEE ON THE E SIDE OF PALISADE AVENUE, NEAR THE EDGE OF CLIFF
 KU3898'OPPOSITE 125TH STREET FERRY, ON THE PROPERTY OF THE PALISADE
 KU3898'AMUSEMENT PARK, RISING FROM THE GROUND N OF THE 1-STORY,
 KU3898'RED-CLAPBOARD BUILDING USED AS THE CONTROL-ROOM OF RADIO STATION W
 KU3898'P A P.  IT IS A LATTICE STEEL TOWER SURMOUNTED BY A SHORT FLAGPOLE
 KU3898'WHICH RISES FROM AN ILLUMINATED SKELETON SPHERE.  THE TOWER LEGS
 KU3898'ARE ILLUMINATED.
 KU3898'
 KU3898'THE STATION IS THE BASE OF THE FLAGPOLE, APPROXIMATELY 100 FEET
 KU3898'ABOVE GROUND.
 KU3898
 KU3898                          STATION RECOVERY (1935)
 KU3898
 KU3898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 KU3898'RECOVERED IN GOOD CONDITION.
 KU3898'
 KU3898'THE TOWER RISES FROM THE GROUND JUST S OF AN OPEN AIR THEATER.
 KU3898'IT IS A LATTICE STEEL TOWER SURMOUNTED BY A SHORT FLAGPOLE WHICH
 KU3898'RISES FROM AN ILLUMINATED SKELETON SPHERE.  THE TOWER LEGS ARE
 KU3898'ILLUMINATED.
 KU3898
 KU3898                          STATION RECOVERY (1951)
 KU3898
 KU3898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (FGJ)
 KU3898'STATION RECOVERED.  MAST WAS BLOWN DOWN DURING THE STORM OF 25
 KU3898'NOVEMBER 1950.  BASE AND APPROXIMATELY 12 FEET OF STEEL STRUCTURE
 KU3898'REMAINS IN PLACE.  THE REMAINING STRUCTURE IS NOW USED AS PART OF
 KU3898'THE FRAMEWORK FOR A NEW SIGN ERECTED BY THE AMERICAN AIRLINES OF
 KU3898'NEW YORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU3882 ***********************************************************************
 KU3882  DESIGNATION -  FORT LEE WRNY AND 2XAL N TOWER
 KU3882  PID         -  KU3882
 KU3882  STATE/COUNTY-  NJ/BERGEN
 KU3882  USGS QUAD   -  CENTRAL PARK (1979)
 KU3882
 KU3882                         *CURRENT SURVEY CONTROL
 KU3882  ___________________________________________________________________
 KU3882* NAD 83(1996)-  40 51 35.34757(N)    073 57 33.02593(W)     ADJUSTED  
 KU3882* NAVD 88     -                                                        
 KU3882  ___________________________________________________________________
 KU3882  LAPLACE CORR-           6.28  (seconds)                    DEFLEC99
 KU3882  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 KU3882
 KU3882  HORZ ORDER  -  THIRD
 KU3882
 KU3882.The horizontal coordinates were established by classical geodetic methods
 KU3882.and adjusted by the National Geodetic Survey in September 1999..
 KU3882
 KU3882
 KU3882.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3882
 KU3882.The geoid height was determined by GEOID03.
 KU3882
 KU3882;                    North         East     Units Scale Factor Converg.
 KU3882;SPC NJ       -   225,122.417   195,594.314   MT  0.99992558   +0 21 13.8
 KU3882;SPC NJ       -   738,589.13    641,712.35   sFT  0.99992558   +0 21 13.8
 KU3882;SPC NY L     -    76,972.936   303,442.164   MT  0.99999491   +0 01 36.1
 KU3882;SPC NY L     -   252,535.37    995,543.17   sFT  0.99999491   +0 01 36.1
 KU3882;UTM  18      - 4,523,717.087   587,720.972   MT  0.99969471   +0 40 51.5
 KU3882
 KU3882                          SUPERSEDED SURVEY CONTROL
 KU3882
 KU3882  NAD 83(1996)-  40 51 35.34758(N)    073 57 33.02592(W) AD(       ) 4
 KU3882  NAD 83(1996)-  40 51 35.34752(N)    073 57 33.02693(W) AD(       ) 4
 KU3882  NAD 83(1992)-  40 51 35.34561(N)    073 57 33.02750(W) AD(       ) 4
 KU3882  NAD 83(1986)-  40 51 35.35136(N)    073 57 33.02511(W) AD(       ) 4
 KU3882  NAD 27      -  40 51 34.98700(N)    073 57 34.53500(W) AD(       ) 3
 KU3882
 KU3882.Superseded values are not recommended for survey control.
 KU3882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3882.See file dsdata.txt to determine how the superseded data were derived.
 KU3882
 KU3882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8772123717(NAD 83)
 KU3882_MARKER: 43 = RADIO/TV TOWER
 KU3882
 KU3882  HISTORY     - Date     Condition        Report By
 KU3882  HISTORY     - 1930     FIRST OBSERVED   CGS
 KU3882  HISTORY     - 1935     GOOD             CGS
 KU3882  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 KU3882
 KU3882                          STATION DESCRIPTION
 KU3882
 KU3882'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 KU3882'STATION IS THE N OF A PAIR OF RADIO TOWERS AT VILLA RICHARD HOTEL
 KU3882'AND RESTAURANT AT FORT LEE, N.J. NEAR THE PALISADES.  THESE TOWERS
 KU3882'ARE OF THE WRNY AND WXAL BROADCASTING STATIONS.
 KU3882'
 KU3882'THIS RESTAURANT IS E OF BIGLER AVENUE OR HUDSON TERRACE AND S OF
 KU3882'INTERSECTION WITH MYRTLE AVENUE.
 KU3882
 KU3882                          STATION RECOVERY (1935)
 KU3882
 KU3882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 KU3882'RECOVERED IN GOOD CONDITION.
 KU3882'
 KU3882'A COMPLETE DESCRIPTION FOLLOWS--
 KU3882'
 KU3882'THE STATION IS ON THE W SIDE OF THE HUDSON RIVER ATOP THE
 KU3882'PALISADES IN FORT LEE, N.J.  STATION IS THE N TWIN LATTICE RADIO
 KU3882'TOWER ON THE PROPERTY OF THE RIVIERA (A ROADHOUSE) ON THE E SIDE
 KU3882'OF HUDSON TERRACE JUST S OF ITS INTERSECTION WITH MYRTLE AVENUE.
 KU3882'STATION IS THE CENTER OF THE RADIO TOWER TOP, APPROXIMATELY 125
 KU3882'FEET ABOVE THE GROUND SURFACE.
 KU3882'
 KU3882'AIR PHOTO CONTROL MEASUREMENTS ARE SHOWN ON THE FOLLOWING SKETCH--
 KU3882
 KU3882                          STATION RECOVERY (1995)
 KU3882
 KU3882'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU3882'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU3883 ***********************************************************************
 KU3883  DESIGNATION -  FORT LEE WRNY AND 2XAL S TOWER
 KU3883  PID         -  KU3883
 KU3883  STATE/COUNTY-  NJ/BERGEN
 KU3883  USGS QUAD   -  CENTRAL PARK (1979)
 KU3883
 KU3883                         *CURRENT SURVEY CONTROL
 KU3883  ___________________________________________________________________
 KU3883* NAD 83(1996)-  40 51 33.75318(N)    073 57 34.15624(W)     ADJUSTED  
 KU3883* NAVD 88     -                                                        
 KU3883  ___________________________________________________________________
 KU3883  LAPLACE CORR-           6.28  (seconds)                    DEFLEC99
 KU3883  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 KU3883
 KU3883  HORZ ORDER  -  THIRD
 KU3883
 KU3883.The horizontal coordinates were established by classical geodetic methods
 KU3883.and adjusted by the National Geodetic Survey in September 1999..
 KU3883
 KU3883
 KU3883.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3883
 KU3883.The geoid height was determined by GEOID03.
 KU3883
 KU3883;                    North         East     Units Scale Factor Converg.
 KU3883;SPC NJ       -   225,073.076   195,568.148   MT  0.99992555   +0 21 13.0
 KU3883;SPC NJ       -   738,427.25    641,626.50   sFT  0.99992555   +0 21 13.0
 KU3883;SPC NY L     -    76,923.741   303,415.714   MT  0.99999491   +0 01 35.4
 KU3883;SPC NY L     -   252,373.97    995,456.39   sFT  0.99999491   +0 01 35.4
 KU3883;UTM  18      - 4,523,667.608   587,695.094   MT  0.99969465   +0 40 50.7
 KU3883
 KU3883                          SUPERSEDED SURVEY CONTROL
 KU3883
 KU3883  NAD 83(1996)-  40 51 33.75319(N)    073 57 34.15623(W) AD(       ) 4
 KU3883  NAD 83(1996)-  40 51 33.75313(N)    073 57 34.15724(W) AD(       ) 4
 KU3883  NAD 83(1992)-  40 51 33.75122(N)    073 57 34.15781(W) AD(       ) 4
 KU3883  NAD 83(1986)-  40 51 33.75698(N)    073 57 34.15544(W) AD(       ) 4
 KU3883  NAD 27      -  40 51 33.93000(N)    073 57 35.66500(W) AD(       ) 3
 KU3883
 KU3883.Superseded values are not recommended for survey control.
 KU3883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3883.See file dsdata.txt to determine how the superseded data were derived.
 KU3883
 KU3883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8769523668(NAD 83)
 KU3883_MARKER: 43 = RADIO/TV TOWER
 KU3883
 KU3883  HISTORY     - Date     Condition        Report By
 KU3883  HISTORY     - 1930     FIRST OBSERVED   CGS
 KU3883  HISTORY     - 1935     GOOD             CGS
 KU3883  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 KU3883
 KU3883                          STATION DESCRIPTION
 KU3883
 KU3883'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 KU3883'STATION IS THE S OF A PAIR OF RADIO TOWERS AT VILLA RICHARD HOTEL
 KU3883'AND RESTAURANT AT FORT LEE, N.J. NEAR THE PALISADES.  THESE TOWERS
 KU3883'ARE OF THE WRNY AND WXAL BROADCASTING STATIONS.
 KU3883'
 KU3883'THIS RESTAURANT IS E OF BIGLER AVENUE OR HUDSON TERRACE AND S OF
 KU3883'INTERSECTION WITH MYRTLE AVENUE.
 KU3883
 KU3883                          STATION RECOVERY (1935)
 KU3883
 KU3883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 KU3883'RECOVERED IN GOOD CONDITION.
 KU3883'
 KU3883'A COMPLETE DESCRIPTION FOLLOWS--
 KU3883'
 KU3883'THE STATION IS ON THE W SIDE OF THE HUDSON RIVER ATOP THE
 KU3883'PALISADES IN FORT LEE, N.J.  STATION IS THE S TWIN LATTICE RADIO
 KU3883'TOWER ON THE PROPERTY OF THE RIVIERA (A ROADHOUSE) ON THE E SIDE
 KU3883'OF HUDSON TERRACE JUST S OF ITS INTERSECTION WITH MYRTLE AVENUE.
 KU3883'STATION IS THE CENTER OF THE RADIO TOWER TOP, APPROXIMATELY 125
 KU3883'FEET ABOVE THE GROUND SURFACE.
 KU3883'
 KU3883'AIR PHOTO CONTROL MEASUREMENTS ARE SHOWN ON THE FOLLOWING SKETCH--
 KU3883
 KU3883                          STATION RECOVERY (1995)
 KU3883
 KU3883'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU3883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU3885 ***********************************************************************
 KU3885  DESIGNATION -  FORT LEE WYANOAK ELCO PUB TANK
 KU3885  PID         -  KU3885
 KU3885  STATE/COUNTY-  NJ/BERGEN
 KU3885  USGS QUAD   -  CENTRAL PARK (1979)
 KU3885
 KU3885                         *CURRENT SURVEY CONTROL
 KU3885  ___________________________________________________________________
 KU3885* NAD 83(1996)-  40 51 24.23506(N)    073 58 48.01889(W)     ADJUSTED  
 KU3885* NAVD 88     -                                                        
 KU3885  ___________________________________________________________________
 KU3885  LAPLACE CORR-           7.40  (seconds)                    DEFLEC99
 KU3885  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 KU3885
 KU3885  HORZ ORDER  -  THIRD
 KU3885
 KU3885.The horizontal coordinates were established by classical geodetic methods
 KU3885.and adjusted by the National Geodetic Survey in September 1999..
 KU3885
 KU3885
 KU3885.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3885
 KU3885.The geoid height was determined by GEOID03.
 KU3885
 KU3885;                    North         East     Units Scale Factor Converg.
 KU3885;SPC NJ       -   224,769.020   193,840.154   MT  0.99992365   +0 20 24.6
 KU3885;SPC NJ       -   737,429.69    635,957.24   sFT  0.99992365   +0 20 24.6
 KU3885;SPC NY L     -    76,629.534   301,685.891   MT  0.99999491   +0 00 47.1
 KU3885;SPC NY L     -   251,408.73    989,781.13   sFT  0.99999491   +0 00 47.1
 KU3885;UTM  18      - 4,523,353.764   585,969.264   MT  0.99969096   +0 40 02.2
 KU3885
 KU3885                          SUPERSEDED SURVEY CONTROL
 KU3885
 KU3885  NAD 83(1996)-  40 51 24.23507(N)    073 58 48.01891(W) AD(       ) 4
 KU3885  NAD 83(1996)-  40 51 24.23504(N)    073 58 48.02009(W) AD(       ) 4
 KU3885  NAD 83(1992)-  40 51 24.23317(N)    073 58 48.02035(W) AD(       ) 4
 KU3885  NAD 83(1986)-  40 51 24.23903(N)    073 58 48.01876(W) AD(       ) 4
 KU3885  NAD 27      -  40 51 23.87000(N)    073 58 49.53000(W) AD(       ) 3
 KU3885
 KU3885.Superseded values are not recommended for survey control.
 KU3885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3885.See file dsdata.txt to determine how the superseded data were derived.
 KU3885
 KU3885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8596923354(NAD 83)
 KU3885_MARKER: 51 = TANK
 KU3885
 KU3885  HISTORY     - Date     Condition        Report By
 KU3885  HISTORY     - 1930     FIRST OBSERVED   CGS
 KU3885  HISTORY     - 1935     GOOD             CGS
 KU3885
 KU3885                          STATION DESCRIPTION
 KU3885
 KU3885'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 KU3885'ON THE S SIDE OF MAIN STREET NEAR JONES ROAD A TALL BLACK STEEL
 KU3885'WATER TANK WITH UNIVERSAL MOVING PICTURES COMPANY PAINTED ON THE E
 KU3885'SIDE.  THE WYANOAK-ELCO PUBLISHING COMPANY, NOW OWN THE TANK.
 KU3885'STATION IS THE BALL ON TOP OF THE TANK.
 KU3885
 KU3885                          STATION RECOVERY (1935)
 KU3885
 KU3885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 KU3885'STATION RECOVERED IN GOOD CONDITION, NO DESCRIPTION AVAILABLE.
 KU3885'
 KU3885'A COMPLETE DESCRIPTION FOLLOWS--
 KU3885'
 KU3885'THIS STATION IS ON THE W SIDE OF THE HUDSON RIVER IN FORT LEE,
 KU3885'N.J., ON THE PROPERTY OF THE CONSOLIDATED FILM INDUSTRIES, INC.,
 KU3885'S OF MAIN STREET OPPOSITE THE INTERSECTION WITH JONES ROAD.  THE
 KU3885'STATION IS THE CENTER OF THE CONICAL TOP OF THE GRAY WATER TANK,
 KU3885'APPROXIMATELY 110 FEET ABOVE THE GROUND.  THE NAME OF THE
 KU3885'CORPORATION APPEARS ON THE SIDE OF THE TANK WHICH IS MOUNTED ON A
 KU3885'STEEL FRAMEWORK, LOCATED JUST W OF A LARGE WHITE THREE-STORY
 KU3885'CONCRETE BUILDING OF THE CORPORATION.
 KU3885'
 KU3885'AIR PHOTO CONTROL MEASUREMENTS ARE SHOWN ON THE FOLLOWING SKETCH--
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5036 ***********************************************************************
 KV5036  DESIGNATION -  FORT MONMOUTH EAST RADIO MAST
 KV5036  PID         -  KV5036
 KV5036  STATE/COUNTY-  NJ/MONMOUTH
 KV5036  USGS QUAD   -  LONG BRANCH (1981)
 KV5036
 KV5036                         *CURRENT SURVEY CONTROL
 KV5036  ___________________________________________________________________
 KV5036* NAD 83(1996)-  40 18 57.72873(N)    074 01 59.86430(W)     ADJUSTED  
 KV5036* NAVD 88     -                                                        
 KV5036  ___________________________________________________________________
 KV5036  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 KV5036  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KV5036
 KV5036  HORZ ORDER  -  THIRD
 KV5036
 KV5036.The horizontal coordinates were established by classical geodetic methods
 KV5036.and adjusted by the National Geodetic Survey in September 1999..
 KV5036
 KV5036
 KV5036.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5036
 KV5036.The geoid height was determined by GEOID03.
 KV5036
 KV5036;                    North         East     Units Scale Factor Converg.
 KV5036;SPC NJ       -   164,707.297   189,665.452   MT  0.99991936   +0 18 07.1
 KV5036;SPC NJ       -   540,377.19    622,260.74   sFT  0.99991936   +0 18 07.1
 KV5036;UTM  18      - 4,463,283.395   582,136.561   MT  0.99968305   +0 37 31.8
 KV5036
 KV5036                          SUPERSEDED SURVEY CONTROL
 KV5036
 KV5036  NAD 83(1986)-  40 18 57.72738(N)    074 01 59.86045(W) AD(       ) 4
 KV5036  NAD 27      -  40 18 57.33000(N)    074 02 01.36000(W) AD(       ) 3
 KV5036
 KV5036.Superseded values are not recommended for survey control.
 KV5036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5036.See file dsdata.txt to determine how the superseded data were derived.
 KV5036
 KV5036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8213763283(NAD 83)
 KV5036_MARKER: 42 = RADIO/TV MAST
 KV5036
 KV5036  HISTORY     - Date     Condition        Report By
 KV5036  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5036  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 KV5036
 KV5036                          STATION DESCRIPTION
 KV5036
 KV5036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5036'STATIONS ARE THE CENTERS OF THE TOPS OF THE E AND W RADIO MASTS
 KV5036'AT THE FORT MONMOUTH ARMY RESERVATION AT OCEANPORT.
 KV5036'
 KV5036'NOTE--
 KV5036'
 KV5036'ACCORDING TO INFORMATION RECEIVED FROM THE COMMANDING OFFICER,
 KV5036'AFTER WORK HAD BEEN COMPLETED, THESE TOWERS ARE NOT STATIONARY
 KV5036'AND ARE MOVED TO DIFFERENT LOCATIONS EACH YEAR.
 KV5036'
 KV5036'REACHED FROM LITTLE SILVER VIA OCEANPORT AVENUE DIRECT TO STATION.
 KV5036
 KV5036                          STATION RECOVERY (1997)
 KV5036
 KV5036'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV5036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5037 ***********************************************************************
 KV5037  DESIGNATION -  FORT MONMOUTH WEST RADIO MAST
 KV5037  PID         -  KV5037
 KV5037  STATE/COUNTY-  NJ/MONMOUTH
 KV5037  USGS QUAD   -  LONG BRANCH (1981)
 KV5037
 KV5037                         *CURRENT SURVEY CONTROL
 KV5037  ___________________________________________________________________
 KV5037* NAD 83(1996)-  40 18 56.02514(N)    074 02 05.91823(W)     ADJUSTED  
 KV5037* NAVD 88     -                                                        
 KV5037  ___________________________________________________________________
 KV5037  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 KV5037  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KV5037
 KV5037  HORZ ORDER  -  THIRD
 KV5037
 KV5037.The horizontal coordinates were established by classical geodetic methods
 KV5037.and adjusted by the National Geodetic Survey in September 1999..
 KV5037
 KV5037
 KV5037.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5037
 KV5037.The geoid height was determined by GEOID03.
 KV5037
 KV5037;                    North         East     Units Scale Factor Converg.
 KV5037;SPC NJ       -   164,654.003   189,522.804   MT  0.99991922   +0 18 03.1
 KV5037;SPC NJ       -   540,202.34    621,792.73   sFT  0.99991922   +0 18 03.1
 KV5037;UTM  18      - 4,463,229.310   581,994.249   MT  0.99968276   +0 37 27.8
 KV5037
 KV5037                          SUPERSEDED SURVEY CONTROL
 KV5037
 KV5037  NAD 83(1986)-  40 18 56.02384(N)    074 02 05.91441(W) AD(       ) 4
 KV5037  NAD 27      -  40 18 55.62700(N)    074 02 07.41100(W) AD(       ) 3
 KV5037
 KV5037.Superseded values are not recommended for survey control.
 KV5037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5037.See file dsdata.txt to determine how the superseded data were derived.
 KV5037
 KV5037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8199463229(NAD 83)
 KV5037_MARKER: 42 = RADIO/TV MAST
 KV5037
 KV5037  HISTORY     - Date     Condition        Report By
 KV5037  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5037  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 KV5037
 KV5037                          STATION DESCRIPTION
 KV5037
 KV5037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5037'STATIONS ARE THE CENTERS OF THE TOPS OF THE E AND W RADIO MASTS
 KV5037'AT THE FORT MONMOUTH ARMY RESERVATION AT OCEANPORT.
 KV5037'
 KV5037'NOTE--
 KV5037'
 KV5037'ACCORDING TO INFORMATION RECEIVED FROM THE COMMANDING OFFICER,
 KV5037'AFTER WORK HAD BEEN COMPLETED, THESE TOWERS ARE NOT
 KV5037'STATIONARY AND ARE MOVED TO DIFFERENT LOCATIONS EACH YEAR.
 KV5037'
 KV5037'REACHED FROM LITTLE SILVER VIA OCEANPORT AVENUE DIRECT TO STATION.
 KV5037
 KV5037                          STATION RECOVERY (1997)
 KV5037
 KV5037'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV5037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3776 ***********************************************************************
 JU3776  DESIGNATION -  FORT MOTT
 JU3776  PID         -  JU3776
 JU3776  STATE/COUNTY-  NJ/SALEM
 JU3776  USGS QUAD   -  DELAWARE CITY (1993)
 JU3776
 JU3776                         *CURRENT SURVEY CONTROL
 JU3776  ___________________________________________________________________
 JU3776* NAD 83(1996)-  39 36 14.19574(N)    075 33 12.42250(W)     ADJUSTED  
 JU3776* NAVD 88     -         8.835  (meters)      28.99   (feet)  ADJUSTED  
 JU3776  ___________________________________________________________________
 JU3776  X           -   1,227,634.610 (meters)                     COMP
 JU3776  Y           -  -4,765,245.366 (meters)                     COMP
 JU3776  Z           -   4,044,186.113 (meters)                     COMP
 JU3776  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 JU3776  ELLIP HEIGHT-         -24.48  (meters)          (10/23/02) GPS OBS
 JU3776  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JU3776  DYNAMIC HT  -           8.830 (meters)      28.97  (feet)  COMP
 JU3776  MODELED GRAV-     980,138.1   (mgal)                       NAVD 88
 JU3776
 JU3776  HORZ ORDER  -  FIRST
 JU3776  VERT ORDER  -  FIRST     CLASS II
 JU3776  ELLP ORDER  -  FOURTH    CLASS I
 JU3776
 JU3776.The horizontal coordinates were established by GPS observations
 JU3776.and adjusted by the National Geodetic Survey in May 1999..
 JU3776
 JU3776.The orthometric height was determined by differential leveling
 JU3776.and adjusted by the National Geodetic Survey in October 1996..
 JU3776
 JU3776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3776
 JU3776.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3776
 JU3776.The ellipsoidal height was determined by GPS observations
 JU3776.and is referenced to NAD 83.
 JU3776
 JU3776.The geoid height was determined by GEOID03.
 JU3776
 JU3776.The dynamic height is computed by dividing the NAVD 88
 JU3776.geopotential number by the normal gravity value computed on the
 JU3776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU3776.degrees latitude (g = 980.6199 gals.).
 JU3776
 JU3776.The modeled gravity was interpolated from observed gravity values.
 JU3776
 JU3776;                    North         East     Units Scale Factor Converg.
 JU3776;SPC NJ       -    86,074.505    59,532.299   MT  1.00000073   -0 40 17.7
 JU3776;SPC NJ       -   282,396.11    195,315.55   sFT  1.00000073   -0 40 17.7
 JU3776;SPC DE       -   178,064.552   188,252.338   MT  0.99999670   -0 05 13.9
 JU3776;SPC DE       -   584,200.12    617,624.55   sFT  0.99999670   -0 05 13.9
 JU3776;UTM  18      - 4,383,946.593   452,485.671   MT  0.99962779   -0 21 10.1
 JU3776
 JU3776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3776!SPC NJ       -   1.00000384  x   1.00000073  =   1.00000457
 JU3776!SPC DE       -   1.00000384  x   0.99999670  =   1.00000054
 JU3776!UTM  18      -   1.00000384  x   0.99962779  =   0.99963163
 JU3776
 JU3776|---------------------------------------------------------------------|
 JU3776| PID    Reference Object                     Distance      Geod. Az  |
 JU3776|                                                           dddmmss.s |
 JU3776| AA7190 FORT MOTT RM 1                       13.056 METERS 10655     |
 JU3776| AA7225 FORT MOTT RESET                      11.515 METERS 19251     |
 JU3776|---------------------------------------------------------------------|
 JU3776
 JU3776                          SUPERSEDED SURVEY CONTROL
 JU3776
 JU3776  ELLIP H (05/14/99)  -24.46   (m)                       GP(       ) 4 1
 JU3776  NAD 83(1992)-  39 36 14.19527(N)    075 33 12.42242(W) AD(       ) 1
 JU3776  ELLIP H (08/04/95)  -24.53   (m)                       GP(       ) 3 1
 JU3776  NAD 83(1991)-  39 36 14.19612(N)    075 33 12.43228(W) AD(       ) 2
 JU3776  NAD 83(1986)-  39 36 14.18902(N)    075 33 12.44044(W) AD(       ) 2
 JU3776  NAD 27      -  39 36 13.78600(N)    075 33 13.71300(W) AD(       ) 2
 JU3776
 JU3776.Superseded values are not recommended for survey control.
 JU3776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3776.See file dsdata.txt to determine how the superseded data were derived.
 JU3776
 JU3776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5248683947(NAD 83)
 JU3776_MARKER: B = BOLT
 JU3776_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU3776_SP_SET: CONCRETE GUN BATTERY
 JU3776_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU3776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU3776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3776+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1994
 JU3776
 JU3776  HISTORY     - Date     Condition        Report By
 JU3776  HISTORY     - 1900     MONUMENTED       USE
 JU3776  HISTORY     - 1946     GOOD             CGS
 JU3776  HISTORY     - 1983     GOOD             USPSQD
 JU3776  HISTORY     - 1984     GOOD             NOS
 JU3776  HISTORY     - 19940717 GOOD             NJGS
 JU3776  HISTORY     - 19941004 GOOD             NJGS
 JU3776
 JU3776                          STATION DESCRIPTION
 JU3776
 JU3776'DESCRIBED BY US ENGINEERS 1900
 JU3776'STATION IS AT THE FORT MOTT RESERVATION, ON THE JERSEY SIDE OF
 JU3776'THE DELAWARE RIVER, OPPOSITE FORT DELAWARE ON PEA PATCH ISLAND.
 JU3776'
 JU3776'U.S. ARMY ENGINEERS MARK IS A 3/4 INCH COPPER BOLT SET INSIDE A
 JU3776'1 INCH PIPE PROJECTING ABOUT 1 INCH ABOVE THE CONCRETE PARAPET
 JU3776'ABOVE THE MAGAZINE ROOM OF BATTERY ARNOLD.  IT IS 37.87 FEET N
 JU3776'OF STATION FORT MOTT AND IS APPROXIMATELY IN LINE WITH THE TWO
 JU3776'REFERENCE MARKS.
 JU3776'
 JU3776'TO REACH FROM PENNSVILLE, NEW JERSEY--BEGIN AT THE MAIN STREET
 JU3776'INTERSECTION WHICH HAS A TRAFFIC LIGHT AND GO S ON UNITED STATES
 JU3776'HIGHWAY 44 FOR 1.05 MILES.  TURN RIGHT ON MACADAM ROAD AT ARROW
 JU3776'MARKED FORT MOTT 3 MILES.  CONTINUE 1.6 MILES AND KEEP PAVED ROAD
 JU3776'TO LEFT.  CONTINUE 0.2 MILE AND TURN RIGHT AT FORKS AT RANGE
 JU3776'LIGHTHOUSE.  CONTINUE 1.15 MILES AND TURN RIGHT INTO ENTRANCE OF
 JU3776'FORT MOTT.  PROCEED 0.2 MILE AND TURN LEFT ALONG
 JU3776'BARRACKS.  CONTINUE 0.1 MILE AND TURN LEFT AT S END OF PARADE
 JU3776'GROUNDS.  PROCEED ABOUT 100 YARDS AND TURN RIGHT AND FOLLOW
 JU3776'ALONG THE BATTERIES ABOUT 300 YARDS TO THE LAST ONE (BATTERY
 JU3776'ARNOLD).  STATION FORT MOTT IS ABOUT 50 FEET SW OF BATTERY ARNOLD
 JU3776'ON THE PARAPET OF THE BATTERY.  IT IS 18 FEET N OF THE EDGE
 JU3776'OF AN EMBANKMENT, 13 FEET S OF THE S EDGE OF CONCRETE
 JU3776'SLOPE WITH GUTTER, AND 63 FEET E OF THE W END OF CONCRETE
 JU3776'STRUCTURE FORMING THE BATTERY.  STATION MARK IS FLUSH WITH
 JU3776'THE GROUND.
 JU3776
 JU3776                          STATION RECOVERY (1946)
 JU3776
 JU3776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3776'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 JU3776'ADEQUATE.
 JU3776
 JU3776                          STATION RECOVERY (1983)
 JU3776
 JU3776'RECOVERY NOTE BY US POWER SQUADRON 1983 (JLM)
 JU3776'ADEQUATE.
 JU3776
 JU3776                          STATION RECOVERY (1984)
 JU3776
 JU3776'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU3776'THE STATION WAS RECOVERED AS DESCRIBED.
 JU3776
 JU3776                          STATION RECOVERY (1994)
 JU3776
 JU3776'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU3776'THE STATION IS LOCATED IN PENNSVILLE TOWNSHIP ON THE GROUNDS OF THE
 JU3776'FORT MOTT STATE PARK, LOCATED IN THE SOUTHERN PART OF THE KILLCOHOOK
 JU3776'NATIONAL WILDLIFE REFUGE.  TO REACH THE STATION FROM THE INTERSECTION
 JU3776'OF THE SOUTHBOUND LANES OF INTERSTATE HIGHWAY 295 AND STATE ROUTE 49
 JU3776'AT INTERCHANGE 1A, GO EAST ON STATE ROUTE 49 FOR 3.5 MI (5.6 KM) TO
 JU3776'THE TEE INTERSECTION WITH FORT MOTT ROAD, COUNTY ROAD 630, ON THE
 JU3776'RIGHT. TURN RIGHT AND GO 1.9 MI (3.1 KM) TO A STOP SIGN AT A TEE
 JU3776'INTERSECTION.  TURN RIGHT AND GO 1.2 MI (1.9 KM) TO THE ENTRANCE DRIVE
 JU3776'LEADING TO FORT MOTT STATE PARK ON THE RIGHT.  TURN RIGHT AND GO 0.1
 JU3776'MI (0.2 KM) TO A WOOD GATE MARKED OFFICIAL VEHICLES ONLY. PASS THROUGH
 JU3776'THE GATE AND FOLLOW THE PARK ROAD TO A TEE ROAD JUNCTION ON THE LEFT,
 JU3776'JUST PAST BATTERY GREGG.  TURN LEFT AND GO BETWEEN BATTERY GREGG AND
 JU3776'ANOTHER BATTERY AND FOLLOW A SAND ROAD FOR 0.3 MI (0.5 KM) TO THE END
 JU3776'OF TRUCK TRAVEL.  PARK TRUCK AND PACK UPHILL, CLIMBING TWO SETS OF
 JU3776'STEPS TO THE TOP OF THE EMBANKMENT AND THE STATION ON THE RIGHT.  THE
 JU3776'STATION IS A PUNCH MARK IN A THREE QUARTER INCH COPPER BOLT SET INSIDE
 JU3776'A 1 INCH DIAMETER METAL PIPE PROJECTING ABOUT 1 INCH ABOVE THE
 JU3776'CONCRETE PLATFORM, DIRECTLY ABOVE THE MAGAZINE ROOM OF BATTERY ARNOLD.
 JU3776
 JU3776                          STATION RECOVERY (1994)
 JU3776
 JU3776'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU3776'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3777 ***********************************************************************
 JU3777  DESIGNATION -  FORT MOTT
 JU3777  PID         -  JU3777
 JU3777  STATE/COUNTY-  NJ/SALEM
 JU3777  USGS QUAD   -  DELAWARE CITY (1993)
 JU3777
 JU3777                         *CURRENT SURVEY CONTROL
 JU3777  ___________________________________________________________________
 JU3777* NAD 83(1986)-  39 36 13.82225(N)    075 33 12.53728(W)     ADJUSTED  
 JU3777* NAVD 88     -         6.8    (meters)      22.     (feet)  VERTCON   
 JU3777  ___________________________________________________________________
 JU3777  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 JU3777  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JU3777
 JU3777  HORZ ORDER  -  SECOND
 JU3777
 JU3777.The horizontal coordinates were established by classical geodetic methods
 JU3777.and adjusted by the National Geodetic Survey in July 1986..
 JU3777
 JU3777.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3777
 JU3777.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3777
 JU3777.The geoid height was determined by GEOID03.
 JU3777
 JU3777;                    North         East     Units Scale Factor Converg.
 JU3777;SPC NJ       -    86,063.020    59,529.426   MT  1.00000074   -0 40 17.8
 JU3777;SPC NJ       -   282,358.42    195,306.13   sFT  1.00000074   -0 40 17.8
 JU3777;SPC DE       -   178,053.037   188,249.583   MT  0.99999670   -0 05 14.0
 JU3777;SPC DE       -   584,162.34    617,615.51   sFT  0.99999670   -0 05 14.0
 JU3777;UTM  18      - 4,383,935.095   452,482.863   MT  0.99962780   -0 21 10.2
 JU3777
 JU3777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3777!SPC NJ       -   1.00000415  x   1.00000074  =   1.00000489
 JU3777!SPC DE       -   1.00000415  x   0.99999670  =   1.00000085
 JU3777!UTM  18      -   1.00000415  x   0.99962780  =   0.99963195
 JU3777
 JU3777                          SUPERSEDED SURVEY CONTROL
 JU3777
 JU3777  NAD 27      -  39 36 13.41900(N)    075 33 13.81000(W) AD(       ) 2
 JU3777  NGVD 29 (06/08/88)    7.1    (m)           23.     (f) VERT ANG       
 JU3777
 JU3777.Superseded values are not recommended for survey control.
 JU3777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3777.See file dsdata.txt to determine how the superseded data were derived.
 JU3777
 JU3777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5248383935(NAD 83)
 JU3777_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JU3777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU3777_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3777+STABILITY: SURFACE MOTION
 JU3777
 JU3777  HISTORY     - Date     Condition        Report By
 JU3777  HISTORY     - 1933     MONUMENTED       CGS
 JU3777  HISTORY     - 1946     GOOD             CGS
 JU3777  HISTORY     - 1984     GOOD             NOS
 JU3777  HISTORY     - 19980425 GOOD             USPSQD
 JU3777
 JU3777                          STATION DESCRIPTION
 JU3777
 JU3777'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3777'STATION IS AT THE FORT MOTT RESERVATION, ON THE JERSEY SIDE OF
 JU3777'THE DELAWARE RIVER, OPPOSITE FORT DELAWARE ON PEA PATCH ISLAND.
 JU3777'
 JU3777'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 JU3777'CONCRETE AS DESCRIBED IN NOTE 1B AND 7A.
 JU3777'
 JU3777'REFERENCE MARK NO.1 IS A STANDARD DISK CEMENTED IN DRILL HOLE
 JU3777'FLUSH WITH CONCRETE AND IT IS 1-FOOT S OF THE EDGE OF THE
 JU3777'WESTERNMOST GUN EMPLACEMENT (BATTERY ARNOLD).
 JU3777'
 JU3777'REFERENCE MARK NO.2 IS A STANDARD DISK CEMENTED IN DRILL HOLE
 JU3777'FLUSH WITH THE CONCRETE FORMING THE WESTERNMOST END OF THE
 JU3777'BATTERY.  IT IS 24 FEET N OF THE S EDGE OF THE CONCRETE SLOPE
 JU3777'WITH GUTTER, AND 36 FEET E OF THE W EDGE OF THE CONCRETE
 JU3777'STRUCTURE FORMING THE BATTERY.
 JU3777'
 JU3777'U.S. ARMY ENGINEERS MARK IS A 3/4 INCH COPPER BOLT SET INSIDE A
 JU3777'1 INCH PIPE PROJECTING ABOUT 1 INCH ABOVE THE CONCRETE PARAPET
 JU3777'ABOVE THE MAGAZINE ROOM OF BATTERY ARNOLD.  IT IS 37.87 FEET N
 JU3777'OF THE STATION AND IS APPROXIMATELY IN LINE WITH THE TWO
 JU3777'REFERENCE MARKS.
 JU3777'
 JU3777'TO REACH FROM PENNSVILLE, NEW JERSEY--BEGIN AT THE MAIN STREET
 JU3777'INTERSECTION WHICH HAS A TRAFFIC LIGHT AND GO S ON UNITED STATES
 JU3777'HIGHWAY 44 FOR 1.05 MILES.  TURN RIGHT ON MACADAM ROAD AT ARROW
 JU3777'MARKED FORT MOTT 3 MILES.  CONTINUE 1.6 MILES AND KEEP PAVED ROAD
 JU3777'TO LEFT.  CONTINUE 0.2 MILE AND TURN RIGHT AT FORKS AT RANGE
 JU3777'LIGHTHOUSE.  CONTINUE 1.15 MILES AND TURN RIGHT INTO ENTRANCE OF
 JU3777'FORT MOTT.  PROCEED 0.2 MILE AND TURN LEFT ALONG
 JU3777'BARRACKS.  CONTINUE 0.1 MILE AND TURN LEFT AT S END OF PARADE
 JU3777'GROUNDS.  PROCEED ABOUT 100 YARDS AND TURN RIGHT AND FOLLOW
 JU3777'ALONG THE BATTERIES ABOUT 300 YARDS TO THE LAST ONE (BATTERY
 JU3777'ARNOLD).  STATION IS ABOUT 50 FEET SW OF BATTERY ARNOLD
 JU3777'ON THE PARAPET OF THE BATTERY.  IT IS 18 FEET N OF THE EDGE
 JU3777'OF AN EMBANKMENT, 13 FEET S OF THE S EDGE OF CONCRETE
 JU3777'SLOPE WITH GUTTER, AND 63 FEET E OF THE W END OF CONCRETE
 JU3777'STRUCTURE FORMING THE BATTERY.  STATION MARK IS FLUSH WITH
 JU3777'THE GROUND.
 JU3777
 JU3777                          STATION RECOVERY (1946)
 JU3777
 JU3777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3777'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 JU3777'ADEQUATE.  DISTANCES TO REFERENCE MARKS WERE MEASURED AND FOUND
 JU3777'TO BE CORRECT.
 JU3777
 JU3777                          STATION RECOVERY (1984)
 JU3777
 JU3777'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU3777'THE STATION WAS RECOVERED AS DESCRIBED.
 JU3777'
 JU3777'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 2.51 METERS.
 JU3777
 JU3777                          STATION RECOVERY (1998)
 JU3777
 JU3777'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3765 ***********************************************************************
 JU3765  DESIGNATION -  FORT MOTT NATL CEMETERY MON
 JU3765  PID         -  JU3765
 JU3765  STATE/COUNTY-  NJ/SALEM
 JU3765  USGS QUAD   -  DELAWARE CITY (1993)
 JU3765
 JU3765                         *CURRENT SURVEY CONTROL
 JU3765  ___________________________________________________________________
 JU3765* NAD 83(1996)-  39 36 42.15367(N)    075 33 21.91695(W)     ADJUSTED  
 JU3765* NAVD 88     -                                                        
 JU3765  ___________________________________________________________________
 JU3765  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 JU3765  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JU3765
 JU3765  HORZ ORDER  -  THIRD
 JU3765
 JU3765.The horizontal coordinates were established by classical geodetic methods
 JU3765.and adjusted by the National Geodetic Survey in September 1999..
 JU3765
 JU3765
 JU3765.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3765
 JU3765.The geoid height was determined by GEOID03.
 JU3765
 JU3765;                    North         East     Units Scale Factor Converg.
 JU3765;SPC NJ       -    86,939.352    59,315.939   MT  1.00000121   -0 40 24.2
 JU3765;SPC NJ       -   285,233.52    194,605.71   sFT  1.00000121   -0 40 24.2
 JU3765;SPC DE       -   178,927.142   188,027.168   MT  0.99999676   -0 05 20.0
 JU3765;SPC DE       -   587,030.13    616,885.80   sFT  0.99999676   -0 05 20.0
 JU3765;UTM  18      - 4,384,809.900   452,264.584   MT  0.99962805   -0 21 16.4
 JU3765
 JU3765                          SUPERSEDED SURVEY CONTROL
 JU3765
 JU3765  NAD 83(1991)-  39 36 42.15342(N)    075 33 21.91668(W) AD(       ) 4
 JU3765  NAD 83(1986)-  39 36 42.14452(N)    075 33 21.92448(W) AD(       ) 4
 JU3765  NAD 27      -  39 36 41.74100(N)    075 33 23.19600(W) AD(       ) 3
 JU3765
 JU3765.Superseded values are not recommended for survey control.
 JU3765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3765.See file dsdata.txt to determine how the superseded data were derived.
 JU3765
 JU3765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5226584810(NAD 83)
 JU3765_MARKER: 70 = MONUMENT
 JU3765_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3765
 JU3765  HISTORY     - Date     Condition        Report By
 JU3765  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3765  HISTORY     - 1975     GOOD             NGS
 JU3765  HISTORY     - 1983     GOOD             USPSQD
 JU3765  HISTORY     - 19980425 GOOD             USPSQD
 JU3765
 JU3765                          STATION DESCRIPTION
 JU3765
 JU3765'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3765'THIS STATION IS THE TIP OF THE STONE MONUMENT NEAR THE NW CORNER
 JU3765'OF THE NATIONAL CEMETERY AT FORT MOTT.  THE MONUMENT IS ON A DIRT
 JU3765'MOUND ABOUT 6 FEET HIGH.  THE STONE FOUNDATION OF THE MONUMENT
 JU3765'IS ABOUT 20 FEET SQUARE.  THE MONUMENT IS SQUARE AND IS
 JU3765'CONSTRUCTED OF ROUGH CUT STONE.  EACH STONE IS ABOUT 10 INCHES
 JU3765'THICK BUT DECREASING IN WIDTH FROM BOTTOM TO TOP GIVING THE
 JU3765'MONUMENT ABOUT 6 INCHES BATTER.  THE TOP STONE IS POINTED AT
 JU3765'THE TOP.  THE MONUMENT IS ABOUT 40 FEET HIGH.
 JU3765
 JU3765                          STATION RECOVERY (1975)
 JU3765
 JU3765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3765'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 JU3765'DESCRIPTION IS ADEQUATE FOR FUTURE RECOVERY.
 JU3765
 JU3765                          STATION RECOVERY (1983)
 JU3765
 JU3765'RECOVERY NOTE BY US POWER SQUADRON 1983 (JLM)
 JU3765'MONUMENT IS AS DESCRIBED.
 JU3765
 JU3765                          STATION RECOVERY (1998)
 JU3765
 JU3765'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7225 ***********************************************************************
 AA7225  DESIGNATION -  FORT MOTT RESET
 AA7225  PID         -  AA7225
 AA7225  STATE/COUNTY-  NJ/SALEM
 AA7225  USGS QUAD   -  DELAWARE CITY (1993)
 AA7225
 AA7225                         *CURRENT SURVEY CONTROL
 AA7225  ___________________________________________________________________
 AA7225* NAD 83(1996)-  39 36 13.83170(N)    075 33 12.52978(W)     ADJUSTED  
 AA7225* NAVD 88     -         7.547  (meters)      24.76   (feet)  ADJUSTED  
 AA7225  ___________________________________________________________________
 AA7225  X           -   1,227,633.669 (meters)                     COMP
 AA7225  Y           -  -4,765,251.972 (meters)                     COMP
 AA7225  Z           -   4,044,176.641 (meters)                     COMP
 AA7225  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 AA7225  ELLIP HEIGHT-         -25.77  (meters)          (10/23/02) GPS OBS
 AA7225  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 AA7225  DYNAMIC HT  -           7.543 (meters)      24.75  (feet)  COMP
 AA7225  MODELED GRAV-     980,138.1   (mgal)                       NAVD 88
 AA7225
 AA7225  HORZ ORDER  -  FIRST
 AA7225  VERT ORDER  -  FIRST     CLASS II
 AA7225  ELLP ORDER  -  FOURTH    CLASS I
 AA7225
 AA7225.The horizontal coordinates were established by GPS observations
 AA7225.and adjusted by the National Geodetic Survey in May 1999..
 AA7225
 AA7225.The orthometric height was determined by differential leveling
 AA7225.and adjusted by the National Geodetic Survey in October 1996..
 AA7225
 AA7225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7225
 AA7225.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7225
 AA7225.The ellipsoidal height was determined by GPS observations
 AA7225.and is referenced to NAD 83.
 AA7225
 AA7225.The geoid height was determined by GEOID03.
 AA7225
 AA7225.The dynamic height is computed by dividing the NAVD 88
 AA7225.geopotential number by the normal gravity value computed on the
 AA7225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7225.degrees latitude (g = 980.6199 gals.).
 AA7225
 AA7225.The modeled gravity was interpolated from observed gravity values.
 AA7225
 AA7225;                    North         East     Units Scale Factor Converg.
 AA7225;SPC NJ       -    86,063.309    59,529.609   MT  1.00000074   -0 40 17.8
 AA7225;SPC NJ       -   282,359.37    195,306.73   sFT  1.00000074   -0 40 17.8
 AA7225;UTM  18      - 4,383,935.386   452,483.044   MT  0.99962780   -0 21 10.2
 AA7225
 AA7225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7225!SPC NJ       -   1.00000404  x   1.00000074  =   1.00000478
 AA7225!UTM  18      -   1.00000404  x   0.99962780  =   0.99963184
 AA7225
 AA7225|---------------------------------------------------------------------|
 AA7225| PID    Reference Object                     Distance      Geod. Az  |
 AA7225|                                                           dddmmss.s |
 AA7225| JU3776 FORT MOTT                            11.515 METERS 01251     |
 AA7225| AA7190 FORT MOTT RM 1                       16.784 METERS 06344     |
 AA7225| JU3772 DELAWARE CITY FORT DUPONT TANK      APPROX. 4.9 KM 2140741.9 |
 AA7225| AA7397 FORT MOTT RM 2                       14.665 METERS 33511     |
 AA7225| JU3765 FORT MOTT NATL CEMETERY MON         APPROX. 0.9 KM 3453716.7 |
 AA7225|---------------------------------------------------------------------|
 AA7225
 AA7225                          SUPERSEDED SURVEY CONTROL
 AA7225
 AA7225  ELLIP H (05/14/99)  -25.75   (m)                       GP(       ) 4 1
 AA7225  NAD 83(1992)-  39 36 13.83122(N)    075 33 12.52971(W) AD(       ) 1
 AA7225  ELLIP H (08/04/95)  -25.82   (m)                       GP(       ) 3 1
 AA7225  NAD 83(1991)-  39 36 13.82935(N)    075 33 12.52912(W) AD(       ) 2
 AA7225  NAD 83(1986)-  39 36 13.82225(N)    075 33 12.53728(W) AD(       ) 2
 AA7225
 AA7225.Superseded values are not recommended for survey control.
 AA7225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7225.See file dsdata.txt to determine how the superseded data were derived.
 AA7225
 AA7225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5248383935(NAD 83)
 AA7225_MARKER: DH = HORIZONTAL CONTROL DISK
 AA7225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7225_STAMPING: FORT MOTT 1933 1988
 AA7225_MARK LOGO: NGS   
 AA7225_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7225+STABILITY: SURFACE MOTION
 AA7225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7225+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1994
 AA7225
 AA7225  HISTORY     - Date     Condition        Report By
 AA7225  HISTORY     - 1988     MONUMENTED       NGS
 AA7225  HISTORY     - 19940717 GOOD             NJGS
 AA7225  HISTORY     - 19941004 GOOD             NJGS
 AA7225
 AA7225                          STATION DESCRIPTION
 AA7225
 AA7225'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA7225'THE STATION IS LOCATED IN PENNSVILLE TOWNSHIP ON THE GROUNDS OF THE
 AA7225'FORT MOTT STATE PARK, LOCATED IN THE SOUTHERN PART OF THE KILLCOHOOK
 AA7225'NATIONAL WILDLIFE REFUGE.  TO REACH THE STATION FROM THE INTERSECTION
 AA7225'OF THE SOUTHBOUND LANES OF INTERSTATE HIGHWAY 295 AND STATE ROUTE 49
 AA7225'AT INTERCHANGE 1A, GO EAST ON STATE ROUTE 49 FOR 3.5 MI (5.6 KM) TO
 AA7225'THE TEE INTERSECTION WITH FORT MOTT ROAD, COUNTY ROAD 630, ON THE
 AA7225'RIGHT. TURN RIGHT AND GO 1.9 MI (3.1 KM) TO A STOP SIGN AT A TEE
 AA7225'INTERSECTION.  TURN RIGHT AND GO 1.2 MI (1.9 KM) TO THE ENTRANCE DRIVE
 AA7225'LEADING TO FORT MOTT STATE PARK ON THE RIGHT.  TURN RIGHT AND GO 0.1
 AA7225'MI (0.2 KM) TO A WOOD GATE MARKED OFFICIAL VEHICLES ONLY. PASS THROUGH
 AA7225'THE GATE AND FOLLOW THE PARK ROAD TO A TEE ROAD JUNCTION ON THE LEFT,
 AA7225'JUST PAST BATTERY GREGG.  TURN LEFT AND GO BETWEEN BATTERY GREGG AND
 AA7225'ANOTHER BATTERY AND FOLLOW A SAND ROAD FOR 0.3 MI (0.5 KM) TO THE END
 AA7225'OF TRUCK TRAVEL.  PARK TRUCK AND PACK UPHILL, CLIMBING TWO SETS OF
 AA7225'STEPS TO THE TOP OF THE EMBANKMENT AND THE STATION ON THE RIGHT, JUST
 AA7225'SOUTH OF THE SOUTH EDGE OF THE SLOPING CONCRETE WALL OF BATTERY
 AA7225'ARNOLD.  THE STATION IS 3.9 M (12.8 FT) SOUTH FROM THE SOUTH EDGE OF
 AA7225'THE CONCRETE BATTERY WALL AND PROJECTS ABOUT 0.1 M (0.3 FT) ABOVE THE
 AA7225'GROUND.
 AA7225
 AA7225                          STATION RECOVERY (1994)
 AA7225
 AA7225'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA7225'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7190 ***********************************************************************
 AA7190  CBN         -  This is a Cooperative Base Network Control Station.
 AA7190  DESIGNATION -  FORT MOTT RM 1
 AA7190  PID         -  AA7190
 AA7190  STATE/COUNTY-  NJ/SALEM
 AA7190  USGS QUAD   -  DELAWARE CITY (1993)
 AA7190
 AA7190                         *CURRENT SURVEY CONTROL
 AA7190  ___________________________________________________________________
 AA7190* NAD 83(1996)-  39 36 14.07256(N)    075 33 11.89893(W)     ADJUSTED  
 AA7190* NAVD 88     -         8.807  (meters)      28.89   (feet)  ADJUSTED  
 AA7190  ___________________________________________________________________
 AA7190  X           -   1,227,647.304 (meters)                     COMP
 AA7190  Y           -  -4,765,244.572 (meters)                     COMP
 AA7190  Z           -   4,044,183.167 (meters)                     COMP
 AA7190  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 AA7190  ELLIP HEIGHT-         -24.51  (meters)          (09/24/01) GPS OBS
 AA7190  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 AA7190  DYNAMIC HT  -           8.802 (meters)      28.88  (feet)  COMP
 AA7190  MODELED GRAV-     980,138.1   (mgal)                       NAVD 88
 AA7190
 AA7190  HORZ ORDER  -  A
 AA7190  VERT ORDER  -  FIRST     CLASS II
 AA7190  ELLP ORDER  -  FOURTH    CLASS I
 AA7190
 AA7190.The horizontal coordinates were established by GPS observations
 AA7190.and adjusted by the National Geodetic Survey in September 2001..
 AA7190
 AA7190.The orthometric height was determined by differential leveling
 AA7190.and adjusted by the National Geodetic Survey in October 1996..
 AA7190
 AA7190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7190
 AA7190.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7190
 AA7190.The ellipsoidal height was determined by GPS observations
 AA7190.and is referenced to NAD 83.
 AA7190
 AA7190.The geoid height was determined by GEOID03.
 AA7190
 AA7190.The dynamic height is computed by dividing the NAVD 88
 AA7190.geopotential number by the normal gravity value computed on the
 AA7190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7190.degrees latitude (g = 980.6199 gals.).
 AA7190
 AA7190.The modeled gravity was interpolated from observed gravity values.
 AA7190
 AA7190;                    North         East     Units Scale Factor Converg.
 AA7190;SPC NJ       -    86,070.560    59,544.745   MT  1.00000071   -0 40 17.4
 AA7190;SPC NJ       -   282,383.16    195,356.38   sFT  1.00000071   -0 40 17.4
 AA7190;UTM  18      - 4,383,942.718   452,498.134   MT  0.99962778   -0 21 09.8
 AA7190
 AA7190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7190!SPC NJ       -   1.00000385  x   1.00000071  =   1.00000456
 AA7190!UTM  18      -   1.00000385  x   0.99962778  =   0.99963162
 AA7190
 AA7190|---------------------------------------------------------------------|
 AA7190| PID    Reference Object                     Distance      Geod. Az  |
 AA7190|                                                           dddmmss.s |
 AA7190| AA7225 FORT MOTT RESET                      16.784 METERS 24344     |
 AA7190| JU3776 FORT MOTT                            13.056 METERS 28655     |
 AA7190|---------------------------------------------------------------------|
 AA7190
 AA7190                          SUPERSEDED SURVEY CONTROL
 AA7190
 AA7190  NAD 83(1996)-  39 36 14.07312(N)    075 33 11.89850(W) AD(       ) 1
 AA7190  ELLIP H (05/14/99)  -24.49   (m)                       GP(       ) 4 1
 AA7190  NAD 83(1992)-  39 36 14.07266(N)    075 33 11.89841(W) AD(       ) 1
 AA7190  ELLIP H (08/04/95)  -24.56   (m)                       GP(       ) 3 1
 AA7190  NAVD 88 (09/24/01)    8.81   (m)           28.9    (f) LEVELING    3  
 AA7190
 AA7190.Superseded values are not recommended for survey control.
 AA7190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7190.See file dsdata.txt to determine how the superseded data were derived.
 AA7190
 AA7190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5249883943(NAD 83)
 AA7190_MARKER: DR = REFERENCE MARK DISK
 AA7190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA7190_SP_SET: CONCRETE PLATFORM
 AA7190_STAMPING: FORT MOTT NO 1 1933M
 AA7190_MARK LOGO: CGS   
 AA7190_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA7190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7190+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2000
 AA7190
 AA7190  HISTORY     - Date     Condition        Report By
 AA7190  HISTORY     - 1933     MONUMENTED       CGS
 AA7190  HISTORY     - 19940717 GOOD             NJGS
 AA7190  HISTORY     - 19941004 GOOD             NJGS
 AA7190  HISTORY     - 20001003 GOOD             NJGS
 AA7190  HISTORY     - 20001121 GOOD             NJGS
 AA7190
 AA7190                          STATION DESCRIPTION
 AA7190
 AA7190'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA7190'THE STATION IS LOCATED IN PENNSVILLE TOWNSHIP ON THE GROUNDS OF THE
 AA7190'FORT MOTT STATE PARK, LOCATED IN THE SOUTHERN PART OF THE KILLCOHOOK
 AA7190'NATIONAL WILDLIFE REFUGE.  TO REACH THE STATION FROM THE INTERSECTION
 AA7190'OF THE SOUTHBOUND LANES OF INTERSTATE HIGHWAY 295 AND STATE ROUTE 49
 AA7190'AT INTERCHANGE 1A, GO EAST ON STATE ROUTE 49 FOR 3.5 MI (5.6 KM) TO
 AA7190'THE TEE INTERSECTION WITH FORT MOTT ROAD, COUNTY ROAD 630, ON THE
 AA7190'RIGHT. TURN RIGHT AND GO 1.9 MI (3.1 KM) TO A STOP SIGN AT A TEE
 AA7190'INTERSECTION.  TURN RIGHT AND GO 1.2 MI (1.9 KM) TO THE ENTRANCE DRIVE
 AA7190'LEADING TO FORT MOTT STATE PARK ON THE RIGHT.  TURN RIGHT AND GO 0.1
 AA7190'MI (0.2 KM) TO A WOOD GATE MARKED OFFICIAL VEHICLES ONLY. PASS THROUGH
 AA7190'THE GATE AND FOLLOW THE PARK ROAD TO A TEE ROAD JUNCTION ON THE LEFT,
 AA7190'JUST PAST BATTERY GREGG.  TURN LEFT AND GO BETWEEN BATTERY GREGG AND
 AA7190'ANOTHER BATTERY AND FOLLOW A SAND ROAD FOR 0.3 MI (0.5 KM) TO THE END
 AA7190'OF TRUCK TRAVEL.  PARK TRUCK AND PACK UPHILL, CLIMBING TWO SETS OF
 AA7190'STEPS TO THE TOP OF THE EMBANKMENT AND THE STATION ON THE LEFT.  THE
 AA7190'STATION IS A STANDARD REFERENCE MARK DISK STAMPED, FORT MOTT NO. 1
 AA7190'1933, CEMENTED FLUSH IN A DRILL HOLE IN THE TOP OF THE CONCRETE
 AA7190'PLATFORM, NEAR THE SOUTH EDGE OF THE WESTERNMOST GUN EMPLACEMENT OF
 AA7190'BATTERY ARNOLD.
 AA7190
 AA7190                          STATION RECOVERY (1994)
 AA7190
 AA7190'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA7190'RECOVERED AS DESCRIBED.
 AA7190
 AA7190                          STATION RECOVERY (2000)
 AA7190
 AA7190'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (JVS)
 AA7190'RECOVERED AS DESCRIBED.
 AA7190'
 AA7190
 AA7190                          STATION RECOVERY (2000)
 AA7190
 AA7190'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (WHP)
 AA7190'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7397 ***********************************************************************
 AA7397  DESIGNATION -  FORT MOTT RM 2
 AA7397  PID         -  AA7397
 AA7397  STATE/COUNTY-  NJ/SALEM
 AA7397  USGS QUAD   -  DELAWARE CITY (1993)
 AA7397
 AA7397                         *CURRENT SURVEY CONTROL
 AA7397  ___________________________________________________________________
 AA7397* NAD 83(1986)-  39 36 14.     (N)    075 33 11.     (W)     SCALED    
 AA7397* NAVD 88     -         8.808  (meters)      28.90   (feet)  ADJUSTED  
 AA7397  ___________________________________________________________________
 AA7397  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 AA7397  DYNAMIC HT  -           8.804 (meters)      28.88  (feet)  COMP
 AA7397  MODELED GRAV-     980,138.1   (mgal)                       NAVD 88
 AA7397
 AA7397  VERT ORDER  -  FIRST     CLASS II
 AA7397
 AA7397.The horizontal coordinates were scaled from a topographic map and have
 AA7397.an estimated accuracy of +/- 6 seconds.
 AA7397
 AA7397.The orthometric height was determined by differential leveling
 AA7397.and adjusted by the National Geodetic Survey in October 1996..
 AA7397
 AA7397.The geoid height was determined by GEOID03.
 AA7397
 AA7397.The dynamic height is computed by dividing the NAVD 88
 AA7397.geopotential number by the normal gravity value computed on the
 AA7397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7397.degrees latitude (g = 980.6199 gals.).
 AA7397
 AA7397.The modeled gravity was interpolated from observed gravity values.
 AA7397
 AA7397;                    North         East    Units  Estimated Accuracy
 AA7397;SPC NJ       -    86,070.       59,570.      MT  (+/- 180 meters Scaled)
 AA7397
 AA7397                          SUPERSEDED SURVEY CONTROL
 AA7397
 AA7397.No superseded survey control is available for this station.
 AA7397
 AA7397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ525839(NAD 83)
 AA7397_MARKER: DR = REFERENCE MARK DISK
 AA7397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA7397_SP_SET: CONCRETE GUN BATTERY
 AA7397_STAMPING: FORT MOTT NO 2 1933
 AA7397_MARK LOGO: CGS   
 AA7397_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7397+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1994
 AA7397
 AA7397  HISTORY     - Date     Condition        Report By
 AA7397  HISTORY     - 1933     MONUMENTED       CGS
 AA7397  HISTORY     - 19940717 GOOD             NJGS
 AA7397
 AA7397                          STATION DESCRIPTION
 AA7397
 AA7397'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA7397'THE STATION IS LOCATED IN PENNSVILLE TOWNSHIP ON THE GROUNDS OF THE
 AA7397'FORT MOTT STATE PARK, LOCATED IN THE SOUTHERN PART OF THE KILLCOHOOK
 AA7397'NATIONAL WILDLIFE REFUGE.  TO REACH THE STATION FROM THE INTERSECTION
 AA7397'OF THE SOUTHBOUND LANES OF INTERSTATE HIGHWAY 295 AND STATE ROUTE 49
 AA7397'AT INTERCHANGE 1A, GO EAST ON STATE ROUTE 49 FOR 3.5 MI (5.6 KM) TO
 AA7397'THE TEE INTERSECTION WITH FORT MOTT ROAD, COUNTY ROAD 630, ON THE
 AA7397'RIGHT.  TURN RIGHT AND GO 1.9 MI (3.1 KM) TO A STOP SIGN AT A TEE
 AA7397'INTERSECTION.  TURN RIGHT AND GO 1.2 MI (1.9 KM) TO THE ENTRANCE DRIVE
 AA7397'LEADING TO FORT MOTT STATE PARK ON THE RIGHT.  TURN RIGHT AND GO 0.1
 AA7397'MI (0.2 KM) TO A WOOD GATE MARKED OFFICIAL VEHICLES ONLY. PASS THROUGH
 AA7397'THE GATE AND FOLLOW THE PARK ROAD TO A TEE ROAD JUNCTION ON THE LEFT,
 AA7397'JUST PAST BATTERY GREGG.  TURN LEFT AND GO BETWEEN BATTERY GREGG AND
 AA7397'ANOTHER BATTERY AND FOLLOW A SAND ROAD FOR 0.3 MI (0.5 KM) TO THE END
 AA7397'OF TRUCK TRAVEL.  PARK TRUCK AND PACK UPHILL, CLIMBING TWO SETS OF
 AA7397'STEPS TO THE TOP OF THE EMBANKMENT AND THE STATION AHEAD.  THE STATION
 AA7397'IS A STANDARD REFERENCE MARK DISK STAMPED, FORT MOTT NO.  2 1933,
 AA7397'CEMENTED FLUSH IN A DRILL HOLE IN THE TOP OF THE CONCRETE PLATFORM,
 AA7397'NEAR THE WESTERNMOST END OF BATTERY ARNOLD.  THE STATION IS 24 FT (7.3
 AA7397'M) NORTH FROM THE SOUTH EDGE OF THE SLOPING CONCRETE WALL OF THE
 AA7397'BATTERY AND 36 FT (11.0 M) EAST FROM THE WEST EDGE OF THE BATTERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2529 ***********************************************************************
 JU2529  DESIGNATION -  FORT MOTT WINDMILL
 JU2529  PID         -  JU2529
 JU2529  STATE/COUNTY-  NJ/SALEM
 JU2529  USGS QUAD   -  DELAWARE CITY (1993)
 JU2529
 JU2529                         *CURRENT SURVEY CONTROL
 JU2529  ___________________________________________________________________
 JU2529* NAD 83(1996)-  39 36 03.38117(N)    075 33 00.19046(W)     ADJUSTED  
 JU2529* NAVD 88     -                                                        
 JU2529  ___________________________________________________________________
 JU2529  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 JU2529  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JU2529
 JU2529  HORZ ORDER  -  THIRD
 JU2529
 JU2529.The horizontal coordinates were established by classical geodetic methods
 JU2529.and adjusted by the National Geodetic Survey in September 1999..
 JU2529
 JU2529
 JU2529.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2529
 JU2529.The geoid height was determined by GEOID03.
 JU2529
 JU2529;                    North         East     Units Scale Factor Converg.
 JU2529;SPC NJ       -    85,737.583    59,820.202   MT  1.00000009   -0 40 09.8
 JU2529;SPC NJ       -   281,290.72    196,260.11   sFT  1.00000009   -0 40 09.8
 JU2529;SPC DE       -   177,730.584   188,543.662   MT  0.99999662   -0 05 06.1
 JU2529;SPC DE       -   583,104.42    618,580.33   sFT  0.99999662   -0 05 06.1
 JU2529;UTM  18      - 4,383,611.402   452,775.337   MT  0.99962746   -0 21 02.3
 JU2529
 JU2529                          SUPERSEDED SURVEY CONTROL
 JU2529
 JU2529  NAD 83(1991)-  39 36 03.38097(N)    075 33 00.18855(W) AD(       ) 4
 JU2529  NAD 83(1986)-  39 36 03.37379(N)    075 33 00.19641(W) AD(       ) 4
 JU2529
 JU2529.Superseded values are not recommended for survey control.
 JU2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2529.See file dsdata.txt to determine how the superseded data were derived.
 JU2529
 JU2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5277583611(NAD 83)
 JU2529_MARKER: 66 = WINDMILL
 JU2529_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2529
 JU2529  HISTORY     - Date     Condition        Report By
 JU2529  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU2529
 JU2529                          STATION DESCRIPTION
 JU2529
 JU2529'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2529'THE STATION, FORT MOTT WINDMILL, IS THE CENTER OF THE WINDMILL
 JU2529'AT THE SOUTH BOUNDARY OF KILLCOHOOK NATIONAL WILDLIFE REFUGE.
 JU2529'
 JU2529'TO REACH THE STATION FROM THE JUNCTION OF BROADWAY STREET AND
 JU2529'FORT MOTT ROAD IN PENNS BEACH, GO SOUTHWEST ON FORT MOTT ROAD
 JU2529'TO ITS END AT THE RIVER AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6769 ***********************************************************************
 KV6769  DESIGNATION -  FORT PLAINS 2
 KV6769  PID         -  KV6769
 KV6769  STATE/COUNTY-  NJ/MONMOUTH
 KV6769  USGS QUAD   -  FARMINGDALE (1989)
 KV6769
 KV6769                         *CURRENT SURVEY CONTROL
 KV6769  ___________________________________________________________________
 KV6769* NAD 83(1996)-  40 11 34.56960(N)    074 14 17.37368(W)     ADJUSTED  
 KV6769* NAVD 88     -        68.0    (meters)     223.     (feet)  GPS OBS   
 KV6769  ___________________________________________________________________
 KV6769  X           -   1,325,311.164 (meters)                     COMP
 KV6769  Y           -  -4,695,484.396 (meters)                     COMP
 KV6769  Z           -   4,094,396.181 (meters)                     COMP
 KV6769  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 KV6769  ELLIP HEIGHT-          35.49  (meters)          (09/23/02) GPS OBS
 KV6769  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV6769
 KV6769  HORZ ORDER  -  B
 KV6769  ELLP ORDER  -  FOURTH    CLASS I
 KV6769
 KV6769.The horizontal coordinates were established by GPS observations
 KV6769.and adjusted by the National Geodetic Survey in July 1997..
 KV6769
 KV6769.The orthometric height was determined by GPS observations and a
 KV6769.high-resolution geoid model.
 KV6769
 KV6769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6769
 KV6769.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6769
 KV6769.The ellipsoidal height was determined by GPS observations
 KV6769.and is referenced to NAD 83.
 KV6769
 KV6769.The geoid height was determined by GEOID03.
 KV6769
 KV6769;                    North         East     Units Scale Factor Converg.
 KV6769;SPC NJ       -   150,968.078   172,294.309   MT  0.99990612   +0 10 08.3
 KV6769;SPC NJ       -   495,301.10    565,268.91   sFT  0.99990612   +0 10 08.3
 KV6769;UTM  18      - 4,449,449.827   564,847.418   MT  0.99965177   +0 29 30.1
 KV6769
 KV6769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6769!SPC NJ       -   0.99999443  x   0.99990612  =   0.99990055
 KV6769!UTM  18      -   0.99999443  x   0.99965177  =   0.99964620
 KV6769
 KV6769                          SUPERSEDED SURVEY CONTROL
 KV6769
 KV6769  ELLIP H (07/24/97)   35.48   (m)                       GP(       ) 3 2
 KV6769  NAD 83(1986)-  40 11 34.56523(N)    074 14 17.37380(W) AD(       ) B
 KV6769  NAD 83(1992)-  40 11 34.56886(N)    074 14 17.37336(W) AD(       ) B
 KV6769  ELLIP H (04/16/93)   35.42   (m)                       GP(       ) 3 1
 KV6769
 KV6769.Superseded values are not recommended for survey control.
 KV6769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6769.See file dsdata.txt to determine how the superseded data were derived.
 KV6769
 KV6769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6484749450(NAD 83)
 KV6769_MARKER: DD = SURVEY DISK
 KV6769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6769_SP_SET: CONCRETE POST
 KV6769_STAMPING: FORT PLAINS 2 1992
 KV6769_MARK LOGO: NJGS  
 KV6769_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6769+STABILITY: SURFACE MOTION
 KV6769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6769+SATELLITE: SATELLITE OBSERVATIONS - December 21, 1992
 KV6769
 KV6769  HISTORY     - Date     Condition        Report By
 KV6769  HISTORY     - 1986     MONUMENTED       NJGS
 KV6769  HISTORY     - 19921221 GOOD             NJGS
 KV6769
 KV6769                          STATION DESCRIPTION
 KV6769
 KV6769'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1986
 KV6769'THE STATION IS LOCATED IN HOWELL TOWNSHIP, ON THE PROPERTY OF HOWELL
 KV6769'TOWNSHIP, ON THE TOP OF THE SOUTH EDGE OF A 4 M (13.1 FT) ENBANKMENT
 KV6769'OF A GRAVEL PIT.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6769'INTERSTATE HIGHWAY I 195 AND U.S. HIGHWAY 9, EXIT 28, PROCEED 1.65 MI
 KV6769'(2.66 KM) NORTH NORTHWEST ON HIGHWAY 9 TO THE JUNCTION WITH WEST
 KV6769'FARMS ROAD, TURN RIGHT AND GO 0.85 MI (1.37 KM) EAST ON WEST FARMS
 KV6769'ROAD TO THE JUNCTION WITH TYRPAK ROAD ON THE LEFT, TURN LEFT AND GO
 KV6769'0.35 MI (0.56 KM) NORTH ON TYRPAK ROAD TO THE END OF PAVING AND A
 KV6769'GATE CROSSING THE GRAVEL ENTRANCE ROAD TO THE PIT, CONTINUE NORTH
 KV6769'NORTHWEST ON THE GRAVEL ROAD FOR ABOUT 140 PACES TO A CONCRETE ASTRO
 KV6769'PIER, PROJECTING 5 FT (1.5 M) ON THE ENBANKMENT.  NOTE -- THIS
 KV6769'STATION WAS THE STATION OCCUPIED IN THE NORTHEAST HARN IN 1992 UNDER
 KV6769'THE NAME FORT PLAINS RESET BUT A COUNTY EMPLOYEE APPROACHED THE
 KV6769'OBSERVER AND STATED THAT HE HAD STRUCK THE MARK WITH MACHINERY AND
 KV6769'MOVED IT, AND THEN RESET IT. BECAUSE OF THIS THE STATION WAS RENAMED
 KV6769'FORT PLAINS 2. THE STATION WAS USED AS FORT PLAINS 2 IN A PROJECT IN
 KV6769'NOVEMBER AND DECEMBER OF 1992. IN FEBRUARY 1993 THE MARK WAS FOUND
 KV6769'TIPPED AND THE DISK RECLAIMED. THE UNDERGROUND MARK FOR THE FORT
 KV6769'PLAINS OF 1944 REMAINS IN PLACE.
 KV6769
 KV6769                          STATION RECOVERY (1992)
 KV6769
 KV6769'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV6769'THE STATION IS LOCATED IN HOWELL TOWNSHIP, ON THE PROPERTY OF HOWELL
 KV6769'TOWNSHIP, ON THE TOP OF THE SOUTH EDGE OF A 4 M (13.1 FT) ENBANKMENT
 KV6769'OF A GRAVEL PIT.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6769'INTERSTATE HIGHWAY I 195 AND U.S. HIGHWAY 9, EXIT 28, PROCEED 1.65 MI
 KV6769'(2.66 KM) NORTH NORTHWEST ON HIGHWAY 9 TO THE JUNCTION WITH WEST
 KV6769'FARMS ROAD, TURN RIGHT AND GO 0.85 MI (1.37 KM) EAST ON WEST FARMS
 KV6769'ROAD TO THE JUNCTION WITH TYRPAK ROAD ON THE LEFT.  TURN LEFT AND GO
 KV6769'0.35 MI (0.56 KM) NORTH ON TYPAK ROAD TO THE END OF PAVING AND A GATE
 KV6769'CROSSING THE GRAVEL ENTRANCE ROAD TO THE PIT.  CONTINUE NORTH
 KV6769'NORTHWEST ON THE GRAVEL ROAD FOR ABOUT 140 PACES TO A CONCRETE ASTRO
 KV6769'PIER, PROJECTING 5 FT (1.5 M) ON THE ENBANKMENT.  NOTE -- THIS
 KV6769'STATION WAS THE STATION OCCUPIED IN THE NORTHEAST HARN IN 1992 UNDER
 KV6769'THE NAME FORT PLAINS RESET, BUT A COUNTY EMPLOYEE APPROACHED THE
 KV6769'OBSERVER AND STATED THAT HE HAD STRUCK THE MARK WITH MACHINERY AND
 KV6769'MOVED IT, AND THEN RESET IT.  BECAUSE OF THIS, THE STATION WAS
 KV6769'RENAMED FORT PLAINS 2.  THE STATION WAS USED AS FORT PLAINS 2 IN A
 KV6769'PROJECT IN NOVEMBER AND DECEMBER OF 1992.  IN FEBRUARY 1993, THE MARK
 KV6769'WAS FOUND TIPPED OVER AND THE DISK RECLAIMED.  THE UNDERGROUND MARK
 KV6769'FOR THE FORT PLAINS OF 1944 REMAINS IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AS5702 ***********************************************************************
 AS5702  DESIGNATION -  FORTESCUE
 AS5702  PID         -  AS5702
 AS5702  STATE/COUNTY-  NJ/CUMBERLAND
 AS5702  USGS QUAD   -  FORTESCUE (1992)
 AS5702
 AS5702                         *CURRENT SURVEY CONTROL
 AS5702  ___________________________________________________________________
 AS5702* NAD 83(1996)-  39 13 17.55178(N)    075 09 55.07058(W)     ADJUSTED  
 AS5702* NAVD 88     -         1.5    (meters)       5.     (feet)  GPS OBS   
 AS5702  ___________________________________________________________________
 AS5702  X           -   1,266,788.217 (meters)                     COMP
 AS5702  Y           -  -4,782,869.509 (meters)                     COMP
 AS5702  Z           -   4,011,380.162 (meters)                     COMP
 AS5702  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AS5702  ELLIP HEIGHT-         -32.98  (meters)          (08/09/02) GPS OBS
 AS5702  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 AS5702
 AS5702  HORZ ORDER  -  B
 AS5702  ELLP ORDER  -  THIRD     CLASS II
 AS5702
 AS5702.The horizontal coordinates were established by GPS observations
 AS5702.and adjusted by the National Geodetic Survey in May 2002..
 AS5702
 AS5702.The orthometric height was determined by GPS observations and a
 AS5702.high-resolution geoid model.
 AS5702
 AS5702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AS5702
 AS5702.The Laplace correction was computed from DEFLEC99 derived deflections.
 AS5702
 AS5702.The ellipsoidal height was determined by GPS observations
 AS5702.and is referenced to NAD 83.
 AS5702
 AS5702.The geoid height was determined by GEOID03.
 AS5702
 AS5702;                    North         East     Units Scale Factor Converg.
 AS5702;SPC NJ       -    43,303.984    92,553.319   MT  0.99994062   -0 25 14.5
 AS5702;SPC NJ       -   142,073.15    303,652.01   sFT  0.99994062   -0 25 14.5
 AS5702;UTM  18      - 4,341,374.838   485,731.349   MT  0.99960251   -0 06 16.3
 AS5702
 AS5702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS5702!SPC NJ       -   1.00000517  x   0.99994062  =   0.99994579
 AS5702!UTM  18      -   1.00000517  x   0.99960251  =   0.99960768
 AS5702
 AS5702                          SUPERSEDED SURVEY CONTROL
 AS5702
 AS5702  ELLIP H (05/21/02)  -32.98   (m)                       GP(       ) 1 2
 AS5702
 AS5702.Superseded values are not recommended for survey control.
 AS5702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS5702.See file dsdata.txt to determine how the superseded data were derived.
 AS5702
 AS5702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8573141375(NAD 83)
 AS5702_MARKER: Z = SEE DESCRIPTION
 AS5702_SETTING: 0 = UNSPECIFIED SETTING
 AS5702_MARK LOGO: NONE  
 AS5702_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS5702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS5702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS5702+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 AS5702
 AS5702  HISTORY     - Date     Condition        Report By
 AS5702  HISTORY     - 2001     MONUMENTED
 AS5702  HISTORY     - 20010606 GOOD             NGS
 AS5702
 AS5702                          STATION DESCRIPTION
 AS5702
 AS5702'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001
 AS5702'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3368 ***********************************************************************
 JU3368  DESIGNATION -  FORTESCUE 3
 JU3368  PID         -  JU3368
 JU3368  STATE/COUNTY-  NJ/CUMBERLAND
 JU3368  USGS QUAD   -  FORTESCUE (1992)
 JU3368
 JU3368                         *CURRENT SURVEY CONTROL
 JU3368  ___________________________________________________________________
 JU3368* NAD 83(1996)-  39 14 11.21011(N)    075 10 15.73954(W)     ADJUSTED  
 JU3368* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3368  ___________________________________________________________________
 JU3368  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 JU3368  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 JU3368
 JU3368  HORZ ORDER  -  FIRST
 JU3368
 JU3368.The horizontal coordinates were established by classical geodetic methods
 JU3368.and adjusted by the National Geodetic Survey in September 1999..
 JU3368
 JU3368.The orthometric height was scaled from a topographic map.
 JU3368
 JU3368.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3368
 JU3368.The geoid height was determined by GEOID03.
 JU3368
 JU3368;                    North         East     Units Scale Factor Converg.
 JU3368;SPC NJ       -    44,962.258    92,069.818   MT  0.99994131   -0 25 28.1
 JU3368;SPC NJ       -   147,513.67    302,065.73   sFT  0.99994131   -0 25 28.1
 JU3368;SPC DE       -   137,283.871   221,206.769   MT  1.00000054   +0 09 19.3
 JU3368;SPC DE       -   450,405.50    725,742.54   sFT  1.00000054   +0 09 19.3
 JU3368;UTM  18      - 4,343,029.858   485,238.869   MT  0.99960268   -0 06 29.5
 JU3368
 JU3368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3368!SPC NJ       -   1.00000513  x   0.99994131  =   0.99994644
 JU3368!SPC DE       -   1.00000513  x   1.00000054  =   1.00000567
 JU3368!UTM  18      -   1.00000513  x   0.99960268  =   0.99960781
 JU3368
 JU3368|---------------------------------------------------------------------|
 JU3368| PID    Reference Object                     Distance      Geod. Az  |
 JU3368|                                                           dddmmss.s |
 JU3368| CB1536 FORTESCUE 3 RM 1                     35.022 METERS 01908     |
 JU3368| CB1537 TS 3094                                            0244550.0 |
 JU3368| JU2979 MAURICETOWN CHURCH STEEPLE          APPROX.16.1 KM 0703242.3 |
 JU3368| CB1538 FORTESCUE 3 RM 3                     27.865 METERS 09156     |
 JU3368| JU3370 FALSE EGG IS PT WOODEN TOWER        APPROX. 3.8 KM 1753226.8 |
 JU3368| JU3359 BRIDGETON OWENS ILL GLASS STK       APPROX.23.3 KM 3473927.7 |
 JU3368| JU3360 BRIDGETON OWENS ILL GLASS TANK      APPROX.23.3 KM 3474203.4 |
 JU3368| JU3361 BRIDGETON AMERICAN CAN CO TANK      APPROX.22.9 KM 3483311.2 |
 JU3368|---------------------------------------------------------------------|
 JU3368
 JU3368                          SUPERSEDED SURVEY CONTROL
 JU3368
 JU3368  NAD 83(1991)-  39 14 11.20393(N)    075 10 15.73957(W) AD(       ) 1
 JU3368  NAD 83(1986)-  39 14 11.19784(N)    075 10 15.74332(W) AD(       ) 1
 JU3368  NAD 27      -  39 14 10.78900(N)    075 10 17.07800(W) AD(       ) 1
 JU3368
 JU3368.Superseded values are not recommended for survey control.
 JU3368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3368.See file dsdata.txt to determine how the superseded data were derived.
 JU3368
 JU3368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8523943030(NAD 83)
 JU3368_MARKER: DS = TRIANGULATION STATION DISK
 JU3368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3368
 JU3368  HISTORY     - Date     Condition        Report By
 JU3368  HISTORY     - 1932     MONUMENTED       CGS
 JU3368  HISTORY     - 1933     GOOD             CGS
 JU3368  HISTORY     - 1935     GOOD             CGS
 JU3368  HISTORY     - 1935     GOOD             NJGS
 JU3368  HISTORY     - 1936     GOOD             NJGS
 JU3368  HISTORY     - 1946     GOOD             CGS
 JU3368  HISTORY     - 1970     MARK NOT FOUND   NGS
 JU3368  HISTORY     - 1972     MARK NOT FOUND   NGS
 JU3368
 JU3368                          STATION DESCRIPTION
 JU3368
 JU3368'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU3368'LOCATED IN THE VILLAGE OF FORTESCUE, IN A VACANT SHORE LOT,
 JU3368'ABOUT 30 YARDS NORTH OF THE BOARDWALK AND SHORE, AND 65.4 FEET
 JU3368'EAST OF NORTHEAST CORNER OF HUNDERMARKS FORTESCUE HOUSE.
 JU3368'
 JU3368'REFERENCE MARK NO. 2 IS ABOUT 1/2 MILE NORTH OF STATION, 15
 JU3368'METERS SOUTHWEST OF CENTERLINE OF MACADAM HIGHWAY LEADING TO
 JU3368'THE TOWN, ON THE NORTH EDGE OF A HYDRAULIC FILL, ABOUT 50
 JU3368'METERS NORTHWEST OF WHERE THE HIGHWAY TURNS SOUTH INTO TOWN,
 JU3368'AND ABOUT 1/4 MILE SOUTHEAST OF GARRISONS LODGE.
 JU3368'
 JU3368'REFERENCE MARK NO. 1 IS 114.9 FEET NORTH OF STATION, ABOUT 5
 JU3368'METERS SOUTH OF CENTERLINE OF STREET, AND 2 FEET EAST OF
 JU3368'TELEPHONE POLE.
 JU3368'
 JU3368'REFERENCE MARK NO. 3 IS 91.4 FEET EAST OF STATION, 5 METERS
 JU3368'SOUTHWEST OF CENTERLINE OF STREET, AND 2 FEET WEST OF TELEPHONE
 JU3368'POLE.
 JU3368'
 JU3368'HEIGHT OF SIGNAL ABOVE STATION MARK - 37 METERS.
 JU3368
 JU3368                          STATION RECOVERY (1933)
 JU3368
 JU3368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3368'STATION RECOVERED.  SINCE THE STATION WAS
 JU3368'ESTABLISHED, A SMALL ICE SUB-STATION HAS BEEN BUILT, WHICH IS
 JU3368'ON THE LINE BETWEEN REFERENCE MARK 1 AND THE STATION.  THE
 JU3368'REFERENCE MARK IS BURIED ABOUT 6 INCHES UNDER THE SURFACE OF
 JU3368'THE CINDER DRIVEWAY IN FRONT OF THE ICE HOUSE.
 JU3368'
 JU3368'REQUIRED--A 103-FOOT SIGNAL.
 JU3368
 JU3368                          STATION RECOVERY (1935)
 JU3368
 JU3368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU3368'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 JU3368'CORRECTIONS--THE STATION IS 4 MILES SOUTHEAST OF NEWPORT, AT
 JU3368'THE SUMMER RESORT OF FORTESCUE .  THE STATION IS 65.4 FEET
 JU3368'SOUTHEAST OF SOUTHEAST CORNER OF FORTESCUE HOUSE.  REFERENCE
 JU3368'MARK NO. 3 IS DESCRIBED IN ORIGINAL DESCRIPTION.  REFERENCE
 JU3368'MARK NO. 1 IS BURIED BENEATH ONLY 1 INCH OF CINDERS.  THE
 JU3368'DISTANCE COULD NOT BE CHECKED AS AN ICE HOUSE HAS BEEN BUILT
 JU3368'DIRECTLY IN LINE.  REFERENCE MARK NO. 2 IS THE AZIMUTH MARK
 JU3368'AND IS WEST OF THE ROAD LEADING INTO TOWN AND SOUTH OF A
 JU3368'LODGE.  THE MARK IS 60 FEET SOUTHWEST OF A ROAD SIGN
 JU3368'CURVE 250 FT.
 JU3368
 JU3368                          STATION RECOVERY (1935)
 JU3368
 JU3368'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1935
 JU3368'MON. NO. 3094 (R.M. 2) IS A STANDARD U.S. COAST AND GEODETIC
 JU3368'SURVEY REFERENCE MARK DISK, SET IN CONCRETE, ON THE
 JU3368'NEWPORT-FORTESCUE ROAD ABOUT 0.25 MILE SOUTH OF FORTESCUE
 JU3368'CREEK.  IT IS LOCATED ON THE WEST SIDE OF THE ROAD AND FLUSH
 JU3368'WITH THE GROUND.
 JU3368'
 JU3368'THE MONUMENT IS 59.0 FEET WEST OF THE CENTERLINE OF THE ROAD,
 JU3368'74.6 FEET SOUTHWEST OF POLE NO. BT-211, AND 7.0 FEET SOUTHEAST
 JU3368'OF A BAY TREE.  COMPANION MONUMENT NO. 3093 IS 1323.56 FEET NORTH.
 JU3368
 JU3368                          STATION RECOVERY (1936)
 JU3368
 JU3368'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 JU3368'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 JU3368'CORRECTIONS--
 JU3368'
 JU3368'THE STATION IS 4 MILES SOUTH OF NEWPORT, AT THE SUMMER RESORT
 JU3368'OF FORTESCUE.  THE STATION IS 65.4 FEET SOUTHEAST OF THE
 JU3368'SOUTHEAST CORNER OF THE FORTESCUE HOUSE, ABOUT 30 YARDS EAST OF
 JU3368'BOARDWALK AND SHORE.
 JU3368'
 JU3368'REFERENCE MARK NO. 3 IS DESCRIBED IN ORIGINAL
 JU3368'DESCRIPTION.  REFERENCE MARK NO. 1 IS BURIED 1 INCH BELOW
 JU3368'CINDERS.  DISTANCE COULD NOT BE CHECKED AS THERE HAS BEEN AN
 JU3368'ICE HOUSE BUILT ON LINE.
 JU3368'
 JU3368'REFERENCE MARK NO. 2 IS THE AZIMUTH MARK AND IS WEST OF THE
 JU3368'ROAD LEADING INTO THE TOWN AND SOUTH OF GARRISONS LODGE.  THE
 JU3368'MARK IS 60 FEET SOUTHWEST OF A ROAD SIGN SAYING CURVE 250 FT.
 JU3368
 JU3368                          STATION RECOVERY (1946)
 JU3368
 JU3368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3368'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 JU3368'CONDITION.  THE 1935 RECOVERY NOTE IS ADEQUATE EXCEPT THAT NEW
 JU3368'DEVELOPMENT IN THIS AREA HAS MADE IT IMPOSSIBLE TO CHECK THE
 JU3368'AZIMUTHS AND A TOWER IS NOW NEEDED TO SEE ANY OTHER STATION.
 JU3368
 JU3368                          STATION RECOVERY (1970)
 JU3368
 JU3368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU3368'LOST.  THE STATION MARK AND RMS 1 AND 3 COULD NOT BE FOUND
 JU3368'AFTER A THOROUGH SEARCH.  THERE HAS BEEN NEW CONSTRUCTION IN
 JU3368'THE AREA AND NEW FILL ADDED.  SOME OF THE MARKS ARE PROBABLY
 JU3368'INTACT BUT COVERED OVER.
 JU3368'
 JU3368'RM 2 (MON. 3094, AZ. MK.) WAS RECOVERED IN GOOD CONDITION.  IT
 JU3368'IS 85.0 FEET SOUTHWEST OF POWER POLE 212, 59.0 FEET WEST OF THE
 JU3368'CENTERLINE OF THE ROAD, AND PROJECTS 2 FEET ABOVE THE GROUND.
 JU3368
 JU3368                          STATION RECOVERY (1972)
 JU3368
 JU3368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RST)
 JU3368'STATION IS PRESUMABLY BURIED DUE TO DEVELOPMENT AND LAND FILL,
 JU3368'DESCRIPTION IS INADEQUATE FOR RECOVERY AT THIS TIME.
 JU3368'
 JU3368'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3368'AT TOWN OF FORTESCUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4272 ***********************************************************************
 KV4272  DESIGNATION -  FOUNDATION COMPANY CHIMNEY
 KV4272  PID         -  KV4272
 KV4272  STATE/COUNTY-  NJ/HUDSON
 KV4272  USGS QUAD   -  JERSEY CITY (1981)
 KV4272
 KV4272                         *CURRENT SURVEY CONTROL
 KV4272  ___________________________________________________________________
 KV4272* NAD 83(1996)-  40 44 07.14666(N)    074 06 47.70413(W)     ADJUSTED  
 KV4272* NAVD 88     -                                                        
 KV4272  ___________________________________________________________________
 KV4272  LAPLACE CORR-           6.39  (seconds)                    DEFLEC99
 KV4272  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV4272
 KV4272  HORZ ORDER  -  THIRD
 KV4272
 KV4272.The horizontal coordinates were established by classical geodetic methods
 KV4272.and adjusted by the National Geodetic Survey in September 1999..
 KV4272
 KV4272
 KV4272.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4272
 KV4272.The geoid height was determined by GEOID03.
 KV4272
 KV4272;                    North         East     Units Scale Factor Converg.
 KV4272;SPC NJ       -   211,229.212   182,665.776   MT  0.99991313   +0 15 08.6
 KV4272;SPC NJ       -   693,007.84    599,295.97   sFT  0.99991313   +0 15 08.6
 KV4272;SPC NY L     -    63,152.627   290,433.611   MT  0.99999690   -0 04 26.7
 KV4272;SPC NY L     -   207,193.24    952,864.27   sFT  0.99999690   -0 04 26.7
 KV4272;UTM  18      - 4,509,753.701   574,874.921   MT  0.99966900   +0 34 43.3
 KV4272
 KV4272                          SUPERSEDED SURVEY CONTROL
 KV4272
 KV4272  NAD 83(1996)-  40 44 07.14655(N)    074 06 47.70426(W) AD(       ) 4
 KV4272  NAD 83(1996)-  40 44 07.14536(N)    074 06 47.70678(W) AD(       ) 4
 KV4272  NAD 83(1992)-  40 44 07.14517(N)    074 06 47.70734(W) AD(       ) 4
 KV4272  NAD 83(1986)-  40 44 07.14532(N)    074 06 47.70869(W) AD(       ) 4
 KV4272  NAD 27      -  40 44 06.78000(N)    074 06 49.20000(W) AD(       ) 3
 KV4272
 KV4272.Superseded values are not recommended for survey control.
 KV4272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4272.See file dsdata.txt to determine how the superseded data were derived.
 KV4272
 KV4272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7487509754(NAD 83)
 KV4272_MARKER: 85 = CHIMNEY
 KV4272
 KV4272  HISTORY     - Date     Condition        Report By
 KV4272  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4272
 KV4272                          STATION DESCRIPTION
 KV4272
 KV4272'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6525 ***********************************************************************
 KV6525  DESIGNATION -  FOX HILL RESET
 KV6525  PID         -  KV6525
 KV6525  STATE/COUNTY-  NJ/HUNTERDON
 KV6525  USGS QUAD   -  CALIFON (1970)
 KV6525
 KV6525                         *CURRENT SURVEY CONTROL
 KV6525  ___________________________________________________________________
 KV6525* NAD 83(1996)-  40 43 59.02169(N)    074 48 17.67505(W)     ADJUSTED  
 KV6525* NAVD 88     -       314.2    (meters)    1031.     (feet)  VERTCON   
 KV6525  ___________________________________________________________________
 KV6525  X           -   1,268,647.756 (meters)                     COMP
 KV6525  Y           -  -4,670,981.382 (meters)                     COMP
 KV6525  Z           -   4,140,188.765 (meters)                     COMP
 KV6525  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 KV6525  ELLIP HEIGHT-         280.90  (meters)          (10/23/02) GPS OBS
 KV6525  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KV6525
 KV6525  HORZ ORDER  -  SECOND
 KV6525  ELLP ORDER  -  FOURTH    CLASS I
 KV6525
 KV6525.The horizontal coordinates were established by GPS observations
 KV6525.and adjusted by the National Geodetic Survey in May 1999..
 KV6525
 KV6525.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6525
 KV6525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6525
 KV6525.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6525
 KV6525.The ellipsoidal height was determined by GPS observations
 KV6525.and is referenced to NAD 83.
 KV6525
 KV6525.The geoid height was determined by GEOID03.
 KV6525
 KV6525;                    North         East     Units Scale Factor Converg.
 KV6525;SPC NJ       -   210,951.380   124,245.701   MT  0.99990816   -0 11 56.3
 KV6525;SPC NJ       -   692,096.32    407,629.44   sFT  0.99990816   -0 11 56.3
 KV6525;UTM  18      - 4,509,143.354   516,473.411   MT  0.99960334   +0 07 38.3
 KV6525
 KV6525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6525!SPC NJ       -   0.99995594  x   0.99990816  =   0.99986410
 KV6525!UTM  18      -   0.99995594  x   0.99960334  =   0.99955930
 KV6525
 KV6525                          SUPERSEDED SURVEY CONTROL
 KV6525
 KV6525  ELLIP H (05/14/99)  280.92   (m)                       GP(       ) 4 1
 KV6525  NAD 83(1986)-  40 43 59.02028(N)    074 48 17.67426(W) AD(       ) 2
 KV6525  NGVD 29 (10/04/91)  314.5    (m)         1032.     (f) GPS OBS        
 KV6525
 KV6525.Superseded values are not recommended for survey control.
 KV6525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6525.See file dsdata.txt to determine how the superseded data were derived.
 KV6525
 KV6525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1647309143(NAD 83)
 KV6525_MARKER: DD = SURVEY DISK
 KV6525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6525_SP_SET: CONCRETE POST
 KV6525_STAMPING: FOX HILL 1877 1989
 KV6525_MARK LOGO: NJGS  
 KV6525_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6525+STABILITY: SURFACE MOTION
 KV6525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6525+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1990
 KV6525
 KV6525  HISTORY     - Date     Condition        Report By
 KV6525  HISTORY     - 1989     MONUMENTED       NJGS
 KV6525  HISTORY     - 19900205 GOOD
 KV6525  HISTORY     - 20010331 GOOD             NGS
 KV6525
 KV6525                          STATION DESCRIPTION
 KV6525
 KV6525'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6525'THE STATION IS LOCATED ON THE FOX HILL RANGE, ON THE PROPERTY OF JAMES
 KV6525'AND ELAINE MC ANDREW, CALL 201 832 9607 TO OCCUPY.  IT IS ABOUT 3.2
 KV6525'KM (1.99 MI) EAST OF LOWER VALLEY, 1.8 KM (1.12 MI) NORTH OF CALIFON,
 KV6525'1.0 KM (0.62 MI)  SOUTH OF THE MORRIS COUNTY LINE AND 2.6 KM
 KV6525'(1.62 MI) WEST NORTHWEST OF FAIRMOUNT.  TO REACH THE STATION FROM
 KV6525'THE JUNCTION OF HUNTERDON COUNTY ROADS 512 AND 517 AT THE FAIRMOUNT
 KV6525'METHODIST CHURCH, GO 2.7 KM (1.68 MI) WEST ON COUNTY ROAD 512 TO
 KV6525'BEAVERS ROAD ON THE RIGHT, TURN RIGHT, GO 0.6 KM (0.37 MI) TO LENORE
 KV6525'ROAD ON THE RIGHT, TURN RIGHT AND GO 0.72 KM (0.45 MI) TO A LAWN WEST
 KV6525'OF A DEAD END TRAFFIC CIRCLE AND THE STATION ON THE LEFT.  THE
 KV6525'STATION IS LOCATED 2.9 M (9.51 FT) EAST OF A 0.3 M (0.98 FT) DIAMETER
 KV6525'OAK TREE, 5.0 M (16.40 FT) NORTH OF THE HIGH POINT ON A BOULDER, 0.7
 KV6525'M (2.30 FT) HIGH AND 1.0 M (3.28 FT) WIDE, 5.3 M (17.39 FT) WEST OF
 KV6525'THE NEAREST OF TWO, IN LINE, 0.2 M (0.66 FT) DIAMETER OAK TREES, 10.3
 KV6525'M (33.79 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 14.6 M (47.90 FT)
 KV6525'SOUTH OF A MAILBOX, 21.60 M (70.87 FT) WEST SOUTHWEST OF RM 3, A
 KV6525'STANDARD NGS RM DISK STAMPED, FOX HILL NO 3 1989, LOCATED ON THE
 KV6525'SOUTHEAST EDGE OF THE TRAFFIC CIRCLE ABOUT 3.75 M (12.30 FT) FROM THE
 KV6525'ROAD CENTERLINE AND 19.02 M (62.40 FT) SOUTHWEST OF RM 1, A STANDARD
 KV6525'NGS RM DISK STAMPED, FOX HILL NO 1 1935, LOCATED IN A ROCK OUTCROP AT
 KV6525'THE NORTHWEST EDGE OF THE TRAFFIC CIRCLE ABOUT 7.63 M (25.03 FT) EAST
 KV6525'OF A MAILBOX AND 3.78 M (12.40 FT) FROM THE ROAD CENTERLINE.  THE
 KV6525'STATION IS FLUSH WITH THE GROUND.
 KV6525
 KV6525                          STATION RECOVERY (1990)
 KV6525
 KV6525'RECOVERED 1990
 KV6525'RECOVERED IN GOOD CONDITION.
 KV6525
 KV6525                          STATION RECOVERY (2001)
 KV6525
 KV6525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6525'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2978 ***********************************************************************
 JU2978  DESIGNATION -  FRALINGER
 JU2978  PID         -  JU2978
 JU2978  STATE/COUNTY-  NJ/CUMBERLAND
 JU2978  USGS QUAD   -  PORT ELIZABETH (1994)
 JU2978
 JU2978                         *CURRENT SURVEY CONTROL
 JU2978  ___________________________________________________________________
 JU2978* NAD 83(1996)-  39 18 54.18081(N)    074 59 46.14997(W)     ADJUSTED  
 JU2978* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2978  ___________________________________________________________________
 JU2978  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 JU2978  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 JU2978
 JU2978  HORZ ORDER  -  SECOND
 JU2978
 JU2978.The horizontal coordinates were established by classical geodetic methods
 JU2978.and adjusted by the National Geodetic Survey in September 1999..
 JU2978
 JU2978.The orthometric height was scaled from a topographic map.
 JU2978
 JU2978.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2978
 JU2978.The geoid height was determined by GEOID03.
 JU2978
 JU2978;                    North         East     Units Scale Factor Converg.
 JU2978;SPC NJ       -    53,590.738   107,215.496   MT  0.99992253   -0 18 51.7
 JU2978;SPC NJ       -   175,822.28    351,756.17   sFT  0.99992253   -0 18 51.7
 JU2978;SPC DE       -   146,065.955   236,265.394   MT  1.00001119   +0 15 59.2
 JU2978;SPC DE       -   479,218.05    775,147.38   sFT  1.00001119   +0 15 59.2
 JU2978;UTM  18      - 4,351,739.000   500,331.656   MT  0.99960000   +0 00 08.8
 JU2978
 JU2978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2978!SPC NJ       -   1.00000510  x   0.99992253  =   0.99992763
 JU2978!SPC DE       -   1.00000510  x   1.00001119  =   1.00001629
 JU2978!UTM  18      -   1.00000510  x   0.99960000  =   0.99960510
 JU2978
 JU2978|---------------------------------------------------------------------|
 JU2978| PID    Reference Object                     Distance      Geod. Az  |
 JU2978|                                                           dddmmss.s |
 JU2978| CB1547 FRALINGER RM 2                       35.121 METERS 12142     |
 JU2978| CB1545 FRALINGER AZ MK                                    1464649.9 |
 JU2978| JU2979 MAURICETOWN CHURCH STEEPLE          APPROX. 3.4 KM 1774105.1 |
 JU2978| JU3364 SQUARE BRICK SMOKESTACK             APPROX. 7.8 KM 1850243.4 |
 JU2978| CB1546 FRALINGER RM 1                       53.859 METERS 19201     |
 JU2978|---------------------------------------------------------------------|
 JU2978
 JU2978                          SUPERSEDED SURVEY CONTROL
 JU2978
 JU2978  NAD 83(1991)-  39 18 54.17109(N)    074 59 46.15115(W) AD(       ) 2
 JU2978  NAD 83(1986)-  39 18 54.16370(N)    074 59 46.15269(W) AD(       ) 2
 JU2978  NAD 27      -  39 18 53.75200(N)    074 59 47.52300(W) AD(       ) 2
 JU2978
 JU2978.Superseded values are not recommended for survey control.
 JU2978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2978.See file dsdata.txt to determine how the superseded data were derived.
 JU2978
 JU2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0033251739(NAD 83)
 JU2978_MARKER: DS = TRIANGULATION STATION DISK
 JU2978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2978
 JU2978  HISTORY     - Date     Condition        Report By
 JU2978  HISTORY     - 1935     MONUMENTED       CGS
 JU2978  HISTORY     - 1970     MARK NOT FOUND   NGS
 JU2978
 JU2978                          STATION DESCRIPTION
 JU2978
 JU2978'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU2978'FRALINGER IS 6.2 MILES SOUTH-SOUTHEAST OF MILLVILLE, ON THE
 JU2978'PROPERTY OF A.J. FRALINGER, ABOUT 200 YARDS SOUTH-SOUTHWEST OF
 JU2978'THE FARMHOUSE ABOUT 250 FEET EAST OF THE RIVER BANK, ON THE LEFT
 JU2978'SIDE OF A DIRT ROAD LEADING SOUTH, 38 PACES SOUTHWEST OF A
 JU2978'WOODEN GATE, 2 PACES SOUTHWEST OF A BARBED-WIRE FENCE, 4 PACES
 JU2978'NORTHWEST OF THE CENTERLINE OF A DIRT LANE, AND 5 PACES SOUTH OF
 JU2978'A 14-INCH WALNUT TREE.  NOTES 1A AND 7A.
 JU2978'
 JU2978'TO REACH FROM MAIN AND SECOND STREETS IN MILLVILLE, TURN SOUTH
 JU2978'ON SECOND STREET (STATE HIGHWAY 49) AND GO 6.7 MILES TO A T-ROAD
 JU2978'RIGHT, WHICH HAS A LIGHT POWER LINE RUNNING ALONG IT.  TURN
 JU2978'RIGHT AND FOLLOW MAIN-TRAVELED ROAD FOR 0.6 MILE TO FARMHOUSE,
 JU2978'PASS BETWEEN WHITE FARMHOUSE AND RED BARN AND CONTINUE ON DIRT
 JU2978'ROAD, PASSING THROUGH A WOODEN GATE.  THE STATION IS ABOUT 200
 JU2978'FEET SOUTH OF THE GATE.
 JU2978'
 JU2978'REFERENCE MARK NO. 1 IS 176.70 FEET (53.859 METERS) NORTH-NORTHWEST
 JU2978'OF THE STATION, 3 PACES NORTHWEST OF THE CENTERLINE OF THE
 JU2978'EAST-WEST LANE, 1 FOOT SOUTHEAST OF A BARBED-WIRE FENCE, AND 6
 JU2978'PACES NORTHWEST OF A BARBED-WIRE FENCE, NOTE 11A.
 JU2978'
 JU2978'REFERENCE MARK NO. 2 IS 115.22 FEET (35.121 METERS) SOUTH-SOUTHEAST
 JU2978'OF THE STATION, 1 FOOT SOUTHWEST OF A BARBED-WIRE FENCE AND 4
 JU2978'PACES NORTHWEST OF THE CENTERLINE OF DIRT LANE, NOTE 11A.
 JU2978'
 JU2978'AZIMUTH MARK IS 0.2 MILE SOUTH-SOUTHEAST OF THE STATION, 10
 JU2978'PACES WEST-SOUTHWEST OF A 28-INCH WALNUT TREE, 2 PACES NORTH OF
 JU2978'A 28-INCH WALNUT TREE, NOTE 11A.
 JU2978'
 JU2978'ALL MARKS PROJECT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 JU2978'
 JU2978'A 77-FOOT TOWER WILL CLEAR ALL LINES OBSERVED FROM THIS STATION.
 JU2978
 JU2978                          STATION RECOVERY (1970)
 JU2978
 JU2978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU2978'LOST.  THE STATION MARK AND REFERENCE MARKS WERE NOT FOUND
 JU2978'AFTER A VERY THOROUGH SEARCH.  MR. FRALINGER ACCOMPANIED THE PARTY
 JU2978'TO THE STATION SITE.  HE STATES THAT HE SAW THE AZIMUTH MARK
 JU2978'DESTROYED.  HE ALSO STATED THAT HE BULLDOZED THE AREA AROUND
 JU2978'THE STATION SITE AND HAS SEEN NO OTHER MARKS.
 JU2978'
 JU2978'ALL MARKS ARE BELIEVED TO BE DESTROYED.
 JU2978'
 JU2978'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2978'6.2 MILES SOUTHEAST OF MILLVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2850 ***********************************************************************
 JU2850  DESIGNATION -  FRAMBES
 JU2850  PID         -  JU2850
 JU2850  STATE/COUNTY-  NJ/ATLANTIC
 JU2850  USGS QUAD   -  OCEAN CITY (1994)
 JU2850
 JU2850                         *CURRENT SURVEY CONTROL
 JU2850  ___________________________________________________________________
 JU2850* NAD 83(1996)-  39 21 38.16187(N)    074 34 53.26204(W)     ADJUSTED  
 JU2850* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 JU2850  ___________________________________________________________________
 JU2850  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 JU2850  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JU2850
 JU2850  HORZ ORDER  -  FIRST
 JU2850
 JU2850.The horizontal coordinates were established by classical geodetic methods
 JU2850.and adjusted by the National Geodetic Survey in September 1999..
 JU2850
 JU2850.The orthometric height was scaled from a topographic map.
 JU2850
 JU2850.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2850
 JU2850.The geoid height was determined by GEOID03.
 JU2850
 JU2850;                    North         East     Units Scale Factor Converg.
 JU2850;SPC NJ       -    58,533.109   142,979.928   MT  0.99990061   -0 03 06.0
 JU2850;SPC NJ       -   192,037.38    469,093.31   sFT  0.99990061   -0 03 06.0
 JU2850;UTM  18      - 4,356,877.575   536,057.352   MT  0.99961601   +0 15 55.6
 JU2850
 JU2850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2850!SPC NJ       -   1.00000386  x   0.99990061  =   0.99990447
 JU2850!UTM  18      -   1.00000386  x   0.99961601  =   0.99961987
 JU2850
 JU2850:                Primary Azimuth Mark                     Grid Az
 JU2850:SPC NJ       -  BLACK STANDPIPE                          002 41 04.5
 JU2850:UTM  18      -  BLACK STANDPIPE                          002 22 02.9
 JU2850
 JU2850|---------------------------------------------------------------------|
 JU2850| PID    Reference Object                     Distance      Geod. Az  |
 JU2850|                                                           dddmmss.s |
 JU2850| JU2824 BLACK STANDPIPE                     APPROX. 2.1 KM 0023758.5 |
 JU2850| CB1978 FRAMBES RM 4                         10.856 METERS 06157     |
 JU2850| JU2826 PLEASANTVILLE WATER TANK            APPROX. 4.1 KM 0620259.8 |
 JU2850| JU2839 SOMERS POINT STANDPIPE              APPROX. 4.9 KM 1985913.1 |
 JU2850| CB1548 FRAMBES RM 1 AZIMUTH                               20042     |
 JU2850| CB1549 FRAMBES RM 2                         35.576 METERS 24249     |
 JU2850| CB1977 FRAMBES RM 3                         36.162 METERS 33516     |
 JU2850|---------------------------------------------------------------------|
 JU2850
 JU2850                          SUPERSEDED SURVEY CONTROL
 JU2850
 JU2850  NAD 83(1986)-  39 21 38.14997(N)    074 34 53.25905(W) AD(       ) 1
 JU2850  NAD 27      -  39 21 37.73100(N)    074 34 54.70000(W) AD(       ) 1
 JU2850
 JU2850.Superseded values are not recommended for survey control.
 JU2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2850.See file dsdata.txt to determine how the superseded data were derived.
 JU2850
 JU2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3605756878(NAD 83)
 JU2850_MARKER: DS = TRIANGULATION STATION DISK
 JU2850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2850_SP_SET: CONCRETE POST
 JU2850_STAMPING: FRAMBES 1932
 JU2850_MARK LOGO: CGS   
 JU2850_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2850+STABILITY: SURFACE MOTION
 JU2850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2850+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1990
 JU2850
 JU2850  HISTORY     - Date     Condition        Report By
 JU2850  HISTORY     - 1932     MONUMENTED       CGS
 JU2850  HISTORY     - 1932     GOOD             CGS
 JU2850  HISTORY     - 1950     GOOD             CGS
 JU2850  HISTORY     - 1955     MARK NOT FOUND   LOCSUR
 JU2850  HISTORY     - 1974     GOOD             NGS
 JU2850  HISTORY     - 19900807 GOOD             NJGS
 JU2850
 JU2850                          STATION DESCRIPTION
 JU2850
 JU2850'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2850'LOCATED ABOUT 1/2 MILE S OF BARGAINTOWN AND 1-1/2 MILES NW OF
 JU2850'LINWOOD ON THE W SIDE OF PATCONG CREEK, ON THE OLD FRAMBES
 JU2850'ESTATE PROPERTY NOW OWNED BY MR. IRA D. SMITH.  STATION IS ON
 JU2850'HIGH LAND JUST S OF WHITE HOUSE ON E SIDE OF HIGHWAY, 30.2 METERS
 JU2850'S OF DRIVEWAY TO HOUSE.  36.0 METERS SSE OF SE CORNER OF WHITE
 JU2850'HOUSE.  32.6 METERS E OF CENTER LINE OF HIGHWAY.  STATION MARK
 JU2850'IS SET 12 INCHES UNDERGROUND.
 JU2850'
 JU2850'STATION IS REACHED FROM PLEASANTVILLE BY TAKING THE SHORE
 JU2850'ROAD S ABOUT 2 MILES TO THE COUNTY BUILDINGS ON RIGHT AT
 JU2850'NORTHFIELD.  FROM HERE CONTINUE S 1.9 MILES TO CENTRAL AVENUE
 JU2850'(CENTRAL M.E. CHURCH ON RIGHT AND CEMETERY ON LEFT, SIGN
 JU2850'WELCOME TO LINWOOD.) TURN RIGHT ON CENTRAL AVENUE AND CONTINUE
 JU2850'STRAIGHT AHEAD 1.2 MILES ACROSS ROUTE NO. 4 AND PATCONG CREEK TO
 JU2850'SKULLYVILLE ROAD (SMALL STORE AND GAS PUMP ON LEFT), TURN LEFT
 JU2850'0.1 MILE TO PUBLIC SCHOOL NO. 4 AND STATION SITE.
 JU2850'
 JU2850'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2850'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 JU2850'
 JU2850'REFERENCE MARK NO.1 IS S OF STATION IN N EDGE OF CULTIVATED
 JU2850'FIELD, 40 METERS S OF INTERSECTION OF FIVE ROADS.  4 METERS E OF
 JU2850'CENTER LINE OF GRAVEL ROAD.
 JU2850'
 JU2850'REFERENCE MARK NO. 2 IS SW OF STATION 7.7 METERS E OF CENTERLINE
 JU2850'OF HIGHWAY.
 JU2850'
 JU2850'REFERENCE MARK NO. 3 IS NW OF STATION 4 METERS S OF CENTER LINE
 JU2850'OF DRIVEWAY TO HOUSE.  17.2 METERS SW OF SW CORNER OF
 JU2850'HOUSE.  8.2 METERS E OF CENTER LINE OF HIGHWAY DIRECTLY ACROSS
 JU2850'HIGHWAY FROM ENTRANCE TO PUBLIC SCHOOL NO. 4 ON W SIDE OF HIGHWAY.
 JU2850'
 JU2850'HEIGHT OF SIGNAL ABOVE STATION MARK - 26 METERS.
 JU2850
 JU2850                          STATION RECOVERY (1932)
 JU2850
 JU2850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 JU2850'RECOVERED IN GOOD CONDITION.
 JU2850
 JU2850                          STATION RECOVERY (1950)
 JU2850
 JU2850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2850'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU2850'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL
 JU2850'TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS
 JU2850'ADEQUATE AND CORRECT WITH THE FOLLOWING ADDITION--REFERENCE
 JU2850'MARK 1 IS 4.2 FEET S OF ACE POLE NO. 8896.
 JU2850
 JU2850                          STATION RECOVERY (1955)
 JU2850
 JU2850'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1955 (ELK)
 JU2850'REFERENCE MARK 2 STAMPED FRAMBES NO 2 1932 HAS BEEN DAMAGED.  THIS
 JU2850'WAS APPARENTLY CAUSED BY EXCAVATION ON THE SHOULDER OF THE
 JU2850'ROAD.  THE MONUMENT HAS BEEN SHIFTED SLIGHTLY AND IS LEANING
 JU2850'AT AN ANGLE OF ABOUT 30 DEG FROM THE VERTICAL.  THE MARK IS ON
 JU2850'STEELMANVILLE ROAD, IN A SECTION OF EGG HARBOR TOWNSHIP KNOWN
 JU2850'AS BARGAINTOWN.
 JU2850
 JU2850                          STATION RECOVERY (1974)
 JU2850
 JU2850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU2850'UNABLE TO MEASURE BETWEEN RMS.
 JU2850'
 JU2850'THE STATION MARK, REFERENCE MARK 1 (AZ) AND REFERENCE MARK 3
 JU2850'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2
 JU2850'WAS FOUND DESTROYED.  THE DISK FROM REFERENCE MARK 2 WAS
 JU2850'REMOVED FROM THE MONUMENT AND SALVAGED.  A NEW REFERENCE MARK 4
 JU2850'WAS ESTABLISHED AT THIS DATE.  THE REFERENCE MARK 1 (AZ) IS NO
 JU2850'LONGER VISIBLE FROM THE GROUND.  A NEW HOUSE HAS BEEN
 JU2850'CONSTRUCTED ON LINE AND A 20 FOOT HIGH SIGNAL WOULD BE REQUIRED
 JU2850'TO OBSERVE THE ANGLE TO THE MARK.  THE DISTANCE TO REFERENCE
 JU2850'MARK AGREED WITH THE PREVIOUS MEASURED DISTANCE.  THERE ARE
 JU2850'NO OTHER OBJECTS VISIBLE FROM THE GROUND.
 JU2850'
 JU2850'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU2850'
 JU2850'THE STATION IS LOCATED ON A VERY LOW HILL JUST SOUTHWEST OF A
 JU2850'SMALL HOUSE.  IT IS ABOUT 1-1/2 MILES NORTHWEST OF LINWOOD,
 JU2850'1/2 MILE SOUTH OF BARGAINTOWN AND JUST SOUTHEAST OF BARGAINTOWN
 JU2850'ROAD.  THE PROPERTY IS OWNED BY MR. HERBERT F. SMITH AND
 JU2850'MR. SMITH RESIDES IN THE HOUSE AT THE STATION SITE.
 JU2850'
 JU2850'TO REACH THE STATION FROM THE INTERSECTION STATE HIGHWAY 9,
 JU2850'BLACKSMAN ROAD AND CENTRAL AVENUE IN THE NORTH EDGE OF LINWOOD,
 JU2850'GO WESTERLY ON CENTRAL AVENUE FOR 0.75 MILE TO A
 JU2850'T-INTERSECTION.  TURN LEFT AND GO SOUTHWEST ON BARGAINTOWN ROAD
 JU2850'FOR 0.1 MILE TO THE STATION ON THE LEFT.
 JU2850'
 JU2850'THE STATION MARK IS A STANDARD DISK STAMPED FRAMBES 1932, SET
 JU2850'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 1.2
 JU2850'FEET BELOW THE SURFACE OF THE YARD.  IT IS 108 FEET SOUTHEAST
 JU2850'OF THE CENTER OF BARGAINTOWN ROAD, 92 FEET SOUTHEAST OF A
 JU2850'POWERLINE POLE NUMBERED P17952, 33.2 FEET WEST OF THE SOUTH
 JU2850'CORNER OF MR. SMITHS HOUSE, 26 FEET NORTH OF THE EAST CORNER OF
 JU2850'MR. PAUL H. LENTINIS HOUSE, 2 FEET WEST OF A SASSAFRASS TREE
 JU2850'AND 1 FOOT NORTHEAST OF A POLE FENCE.  (NOTE 1A 7A)
 JU2850'
 JU2850'REFERENCE MARK 1 (AZ) IS LOCATED 0.4 MILE SOUTHWEST OF THE
 JU2850'STATION AT THE INTERSECTION OF BARGAINTOWN ROAD, BLACKSMAN ROAD
 JU2850'AND POPULAR AVENUE.  IT IS JUST SOUTH OF THE FIVE WAY FORK IN
 JU2850'THE ROAD.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JU2850'SQUARE CONCRETE MONUMENT WHICH PROJECTS 1-INCH.  IT IS 116 FEET
 JU2850'SOUTH OF THE FIVE WAY FORK, 15.8 FEET EAST OF THE CENTER OF
 JU2850'BLACKSMAN ROAD, 3.4 FEET SOUTH OF A POWERLINE POLE NUMBERED
 JU2850'8896-L19 AND 1 FOOT NORTH OF A WITNESS POST.  THE DISK IS
 JU2850'STAMPED FRAMBES NO 1 1932.  (NOTE 11A)
 JU2850'
 JU2850'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FRAMBES NO 3 1932,
 JU2850'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 JU2850'PROJECTS 4-INCHES.  IT IS 81 FEET NORTHWEST OF THE WEST ENTRANCE
 JU2850'TO MR. SMITHS HOUSE, 72 FEET WEST-NORTHWEST OF THE NORTH CORNER
 JU2850'OF MR. SMITHS HOUSE AND 28 FEET SOUTHEAST OF THE CENTER OF
 JU2850'BARGAINTOWN ROAD.  (NOTE 11A)
 JU2850'
 JU2850'REFERENCE MARK 4 IS A STANDARD DISK STAMPED FRAMBES 1932 NO 4
 JU2850'1974, CEMENTED IN A DRILL HOLE IN THE SMALL PATIO ON THE
 JU2850'SOUTHEAST SIDE OF MR. SMITHS HOUSE.  IT IS 12.6 FEET NORTH OF
 JU2850'AN 8-INCH CEDAR TREE, 2.6 FEET SOUTHEAST OF THE EAST CORNER OF
 JU2850'MR. SMITHS HOUSE AND 2.5 FEET SOUTHWEST OF THE SOUTH CORNER OF
 JU2850'THE PATIO.  (NOTE DESC.)
 JU2850'
 JU2850'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2850'1/2 MILE SOUTH OF BARGAINTOWN.
 JU2850
 JU2850                          STATION RECOVERY (1990)
 JU2850
 JU2850'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2850'THE STATION IS LOCATED IN EGG HARBOR TOWNSHIP, ON THE PROPERTY OF MR.
 JU2850'MARTIN, HOUSE NUMBER 257.  THE STATION IS BURIED IN THE SIDEYARD AND
 JU2850'RM 4 IN UNDER THE REAR PATIO ACCORDING TO MR. MARTIN.  THE STATIONS
 JU2850'WERE NOT DUG FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3932 ***********************************************************************
 KV3932  DESIGNATION -  FRAN 1932
 KV3932  PID         -  KV3932
 KV3932  STATE/COUNTY-  NJ/BERGEN
 KV3932  USGS QUAD   -  WEEHAWKEN (1995)
 KV3932
 KV3932                         *CURRENT SURVEY CONTROL
 KV3932  ___________________________________________________________________
 KV3932* NAD 83(1996)-  40 51 22.26978(N)    074 01 20.39026(W)     ADJUSTED  
 KV3932* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 KV3932  ___________________________________________________________________
 KV3932  LAPLACE CORR-           7.75  (seconds)                    DEFLEC99
 KV3932  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 KV3932
 KV3932  HORZ ORDER  -  SECOND
 KV3932
 KV3932.The horizontal coordinates were established by classical geodetic methods
 KV3932.and adjusted by the National Geodetic Survey in September 1999..
 KV3932
 KV3932.The orthometric height was scaled from a topographic map.
 KV3932
 KV3932.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3932
 KV3932.The geoid height was determined by GEOID03.
 KV3932
 KV3932;                    North         East     Units Scale Factor Converg.
 KV3932;SPC NJ       -   224,688.077   190,272.068   MT  0.99991996   +0 18 44.9
 KV3932;SPC NJ       -   737,164.13    624,250.94   sFT  0.99991996   +0 18 44.9
 KV3932;SPC NY L     -    76,568.958   298,117.140   MT  0.99999491   -0 00 52.6
 KV3932;SPC NY L     -   251,209.99    978,072.65   sFT  0.99999491   -0 00 52.6
 KV3932;UTM  18      - 4,523,252.475   582,402.536   MT  0.99968357   +0 38 22.5
 KV3932
 KV3932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3932!SPC NJ       -   1.00000142  x   0.99991996  =   0.99992138
 KV3932!SPC NY L     -   1.00000142  x   0.99999491  =   0.99999633
 KV3932!UTM  18      -   1.00000142  x   0.99968357  =   0.99968499
 KV3932
 KV3932:                Primary Azimuth Mark                     Grid Az
 KV3932:SPC NJ       -  RIDGEFIELD LOWE PAPER CHIMNEY            155 59 05.5
 KV3932:SPC NY L     -  RIDGEFIELD LOWE PAPER CHIMNEY            156 18 43.0
 KV3932:UTM  18      -  RIDGEFIELD LOWE PAPER CHIMNEY            155 39 27.9
 KV3932
 KV3932|---------------------------------------------------------------------|
 KV3932| PID    Reference Object                     Distance      Geod. Az  |
 KV3932|                                                           dddmmss.s |
 KV3932| KV3977 RIDGEFIELD LOWE PAPER CHIMNEY       APPROX. 2.4 KM 1561750.4 |
 KV3932| KV3987 RIDGEFIELD LOWE PAPER TANK          APPROX. 2.4 KM 1561859.2 |
 KV3932| KV4000 RIDGEFIELD REFORMED CH SPIRE        APPROX. 2.6 KM 1613245.8 |
 KV3932| KV3985 LITTLE FERRY ERIE RR TERM STK       APPROX. 1.9 KM 1954115.5 |
 KV3932| KV3974 LITTLE FERRY MEHRHOF CO CHIM        APPROX. 1.6 KM 2101900.5 |
 KV3932| KV3972 LITTLE FERRY GE MET WKS CHIM        APPROX. 1.5 KM 2152450.2 |
 KV3932| KV3992 RIDGEFIELD PARK FLINTKOTE CHIM      APPROX. 0.8 KM 2174148.5 |
 KV3932| KV3991 RIDGEFIELD PARK FLINTKOTE TANK      APPROX. 0.8 KM 2185408.1 |
 KV3932| KV3964 HACKENSACK CH IMM CONC SPIRE        APPROX. 2.0 KM 3032435.8 |
 KV3932| KV3948 HACKENSACK SHULTZ CO STACK          APPROX. 1.2 KM 3051107.4 |
 KV3932| KV3938 RIDGEFIELD PARK MUN BLDG CUP        312.464 METERS 31245     |
 KV3932| KV3928 HACKENSACK PUB SERV CHIMNEY         APPROX. 2.3 KM 3192314.6 |
 KV3932| KV3929 HACKENSACK PUB SERV GAS HOLDER      APPROX. 2.2 KM 3204559.1 |
 KV3932| KV3959 BOGOTA CONTINENTAL PAPER CHIM       APPROX. 1.7 KM 3233523.2 |
 KV3932| KV3931 BOGOTA FED PAPER BOARD TANK         APPROX. 1.7 KM 3275340.2 |
 KV3932| KV3930 BOGOTA FED PAPER BOARD CHIMNEY      APPROX. 1.7 KM 3280138.1 |
 KV3932|---------------------------------------------------------------------|
 KV3932
 KV3932                          SUPERSEDED SURVEY CONTROL
 KV3932
 KV3932  NAD 83(1996)-  40 51 22.26969(N)    074 01 20.39034(W) AD(       ) 2
 KV3932  NAD 83(1996)-  40 51 22.26862(N)    074 01 20.39190(W) AD(       ) 2
 KV3932  NAD 83(1992)-  40 51 22.26702(N)    074 01 20.39280(W) AD(       ) 2
 KV3932  NAD 83(1986)-  40 51 22.27480(N)    074 01 20.38682(W) AD(       ) 2
 KV3932  NAD 27      -  40 51 21.91200(N)    074 01 21.89000(W) AD(       ) 2
 KV3932
 KV3932.Superseded values are not recommended for survey control.
 KV3932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3932.See file dsdata.txt to determine how the superseded data were derived.
 KV3932
 KV3932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8240323252(NAD 83)
 KV3932_MARKER: DS = TRIANGULATION STATION DISK
 KV3932_SETTING: 0 = UNSPECIFIED SETTING
 KV3932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3932
 KV3932  HISTORY     - Date     Condition        Report By
 KV3932  HISTORY     - 1932     MONUMENTED       CGS
 KV3932  HISTORY     - 1956     GOOD             LOCSUR
 KV3932
 KV3932                          STATION DESCRIPTION
 KV3932
 KV3932'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3932'STATION IS W OF THE HACKENSACK RIVER, IN RIDGEFIELD PARK ON THE
 KV3932'NW CORNER OF EUCLID AVENUE AND MT. VERNON STREET, ATOP THE
 KV3932'ST. FRANCIS ROMAN CATHOLIC CHURCH (A MOTTLED GREY AND LIGHT
 KV3932'BROWN STONE BUILDING, ERECTED IN 1930).  A SQUARE TOWER,
 KV3932'APPROXIMATELY 100 FEET HIGH, RISING FROM THE SE CORNER IDENTIFIES
 KV3932'THE BUILDING.  THE STATION IS LOCATED ON THE ROOF OF THE TOWER
 KV3932'NEAR ITS S SIDE.
 KV3932'
 KV3932'STATION IS MARKED BY A STANDARD COAST AND GEODETIC SURVEY BRONZE
 KV3932'DISK STAMPED FRAN-1932 SET IN A DOME-SHAPED CONCRETE MONUMENT
 KV3932'ANCHORED TO THE WOODEN ROOF.  NO REFERENCE MARKS WERE PLACED.
 KV3932'THREE ECCENTRIC SET-UPS WERE REQUIRED TO OBTAIN CLEARANCE AROUND
 KV3932'THE HORIZON.
 KV3932'
 KV3932'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV3932'
 KV3932'TO SW CORNER OF HATCH COAMING 3.129 METERS
 KV3932'
 KV3932'TO SE CORNER OF HATCH COAMING 2.970 METERS
 KV3932'
 KV3932'TO NEAR CIRCUMFERENCE OF VENT PIPE TO EASTWARD 1.783 METERS
 KV3932'
 KV3932'NORMAL TO S PARAPET WALL (INSIDE) 0.810 METERS
 KV3932'
 KV3932'NORMAL TO W PARAPET WALL (INSIDE) 2.088 METERS
 KV3932'
 KV3932'TO N NEAR CORNER OF SW COLUMN 1.651 METERS
 KV3932'
 KV3932'TO S NEAR CORNER OF SW COLUMN 1.396 METERS
 KV3932'
 KV3932'ALL MEASUREMENTS TAKEN AT HEIGHT OF MONUMENT.
 KV3932'
 KV3932'THERE IS SUFFICIENT ROOM AND FAIR FOOTING FOR CENTRAL TRIPOD
 KV3932'SET-UPS ON THE COMPOSITION-PAPER ROOFING.  THE UNSTABLE WOODEN
 KV3932'ROOF NECESSITATES AN OBSERVERS PLATFORM.
 KV3932'
 KV3932'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 METERS.
 KV3932
 KV3932                          STATION RECOVERY (1956)
 KV3932
 KV3932'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1956 (JCS)
 KV3932'LETTERS OF MR. J.C. SCHRECK, SCHRECK AND WAELTY, JERSEY CITY,
 KV3932'N.J. DATED FEBRUARY 4 AND FEBRUARY 9, 1956--
 KV3932'
 KV3932'THE FLAT DECK ROOF OF THE TOWER OF THE CHURCH IS BEING
 KV3932'RESURFACED.  THE STATION MARK WILL NOT BE DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4203 ***********************************************************************
 KV4203  DESIGNATION -  FRANK 1933
 KV4203  PID         -  KV4203
 KV4203  STATE/COUNTY-  NJ/BERGEN
 KV4203  USGS QUAD   -  ORANGE (1981)
 KV4203
 KV4203                         *CURRENT SURVEY CONTROL
 KV4203  ___________________________________________________________________
 KV4203* NAD 83(1996)-  40 48 40.36375(N)    074 07 41.00200(W)     ADJUSTED  
 KV4203* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 KV4203  ___________________________________________________________________
 KV4203  LAPLACE CORR-           6.26  (seconds)                    DEFLEC99
 KV4203  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV4203
 KV4203  HORZ ORDER  -  THIRD
 KV4203
 KV4203.The horizontal coordinates were established by classical geodetic methods
 KV4203.and adjusted by the National Geodetic Survey in September 1999..
 KV4203
 KV4203.The orthometric height was scaled from a topographic map.
 KV4203
 KV4203.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4203
 KV4203.The geoid height was determined by GEOID03.
 KV4203
 KV4203;                    North         East     Units Scale Factor Converg.
 KV4203;SPC NJ       -   219,650.945   181,379.582   MT  0.99991212   +0 14 35.1
 KV4203;SPC NJ       -   720,638.14    595,076.18   sFT  0.99991212   +0 14 35.1
 KV4203;SPC NY L     -    71,582.258   289,195.349   MT  0.99999513   -0 05 01.5
 KV4203;SPC NY L     -   234,849.46    948,801.74   sFT  0.99999513   -0 05 01.5
 KV4203;UTM  18      - 4,518,165.906   573,541.075   MT  0.99966657   +0 34 11.6
 KV4203
 KV4203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4203!SPC NJ       -   1.00000195  x   0.99991212  =   0.99991407
 KV4203!SPC NY L     -   1.00000195  x   0.99999513  =   0.99999708
 KV4203!UTM  18      -   1.00000195  x   0.99966657  =   0.99966852
 KV4203
 KV4203:                Primary Azimuth Mark                     Grid Az
 KV4203:SPC NJ       -  PASSAIC R MAAS WALDSTEIN CHIM            209 25 59.1
 KV4203:SPC NY L     -  PASSAIC R MAAS WALDSTEIN CHIM            209 45 35.7
 KV4203:UTM  18      -  PASSAIC R MAAS WALDSTEIN CHIM            209 06 22.6
 KV4203
 KV4203|---------------------------------------------------------------------|
 KV4203| PID    Reference Object                     Distance      Geod. Az  |
 KV4203|                                                           dddmmss.s |
 KV4203| KV4200 PASSAIC R MAAS WALDSTEIN CHIM       APPROX. 4.2 KM 2094034.2 |
 KV4203| KV4198 N NEWARK MONO SERVICE TANK          APPROX. 4.5 KM 2113433.6 |
 KV4203| KV4135 BELLEVILLE NEALY WIRE WKS CHIM      APPROX. 2.4 KM 2164947.2 |
 KV4203|---------------------------------------------------------------------|
 KV4203
 KV4203                          SUPERSEDED SURVEY CONTROL
 KV4203
 KV4203  NAD 83(1996)-  40 48 40.36351(N)    074 07 41.00217(W) AD(       ) 3
 KV4203  NAD 83(1986)-  40 48 40.35830(N)    074 07 41.00650(W) AD(       ) 3
 KV4203  NAD 27      -  40 48 40.00000(N)    074 07 42.48900(W) AD(       ) 3
 KV4203
 KV4203.Superseded values are not recommended for survey control.
 KV4203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4203.See file dsdata.txt to determine how the superseded data were derived.
 KV4203
 KV4203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7354118166(NAD 83)
 KV4203_MARKER: DS = TRIANGULATION STATION DISK
 KV4203_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV4203+WITH SETTING: PAVEMENT
 KV4203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4203
 KV4203  HISTORY     - Date     Condition        Report By
 KV4203  HISTORY     - 1933     MONUMENTED       CGS
 KV4203  HISTORY     - 1933     GOOD             CGS
 KV4203  HISTORY     - 1980     GOOD             NGS
 KV4203
 KV4203                          STATION DESCRIPTION
 KV4203
 KV4203'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4203'STATION IS E OF THE PASSAIC RIVER, IN LYNDHURST ON THE SE CORNER
 KV4203'OF STUYVESANT AND FERN AVENUES, ATOP THE FRANKLIN SCHOOL (A
 KV4203'2 1/2-STORY, RED BRICK STRUCTURE).  IT IS LOCATED NEAR THE N
 KV4203'END OF THE FLAT PART OF THE SLOPING SLATE ROOF.
 KV4203'
 KV4203'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION
 KV4203'DISK STAMPED FRANK-1933 SET IN THE TOP OF A DOME-SHAPED
 KV4203'CONCRETE MONUMENT, SECURED TO THE WOODEN ROOF WITH SPIKES.
 KV4203'
 KV4203'NO REFERENCE MARKS WERE PLACED.
 KV4203'
 KV4203'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4203'
 KV4203'NORMAL TO E EDGE OF FLAT ROOF 1.32 METERS
 KV4203'
 KV4203'NORMAL TO W EDGE OF FLAT ROOF 1.33 METERS
 KV4203'
 KV4203'TO NE CORNER OF FLAT ROOF 2.33 METERS
 KV4203'
 KV4203'TO NW CORNER OF FLAT ROOF 2.30 METERS
 KV4203'
 KV4203'TO NE CORNER OF LONE HATCH TO S 1.65 METERS
 KV4203'
 KV4203'TO NW CORNER OF LONE HATCH TO S 1.47 METERS
 KV4203'
 KV4203'THERE IS AMPLE ROOM BUT POOR FOOTING FOR CENTRAL TRIPOD
 KV4203'SET-UPS.  LEAD-BLOCK FOOTINGS ARE RECOMMENDED TO PROHIBIT LEG-SLIP
 KV4203'ON THE TAR AND GRAVEL ROOFING.  THE UNSTABLE WOODEN ROOF
 KV4203'NECESSITATES AN OBSERVERS PLATFORM.
 KV4203'
 KV4203'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 METERS.
 KV4203
 KV4203                          STATION RECOVERY (1933)
 KV4203
 KV4203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4203'RECOVERED AS DESCRIBED.
 KV4203'
 KV4203'ALL REFERENCE MEASUREMENTS SHOULD BE DISCARDED AND THE FOLLOWING
 KV4203'SUBSTITUTED--
 KV4203'
 KV4203'NORMAL TO EXTREME EDGE OF FLAT ROOF TO E 1.804 METERS
 KV4203'
 KV4203'NORMAL TO EXTREME EDGE OF FLAT ROOF TO W 1.811 METERS
 KV4203'
 KV4203'TO NEAR CIRCUMFERENCE OF LARGE VENT TO S 2.898 METERS
 KV4203
 KV4203                          STATION RECOVERY (1980)
 KV4203
 KV4203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 KV4203'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0695 ***********************************************************************
 LY0695  DESIGNATION -  FRANKLIN 1
 LY0695  PID         -  LY0695
 LY0695  STATE/COUNTY-  NJ/SUSSEX
 LY0695  USGS QUAD   -  FRANKLIN (1971)
 LY0695
 LY0695                         *CURRENT SURVEY CONTROL
 LY0695  ___________________________________________________________________
 LY0695* NAD 83(1986)-  41 07 08.     (N)    074 35 18.     (W)     SCALED    
 LY0695* NAVD 88     -       189.230  (meters)     620.83   (feet)  ADJUSTED  
 LY0695  ___________________________________________________________________
 LY0695  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LY0695  DYNAMIC HT  -         189.148 (meters)     620.56  (feet)  COMP
 LY0695  MODELED GRAV-     980,187.2   (mgal)                       NAVD 88
 LY0695
 LY0695  VERT ORDER  -  FIRST     CLASS II
 LY0695
 LY0695.The horizontal coordinates were scaled from a topographic map and have
 LY0695.an estimated accuracy of +/- 6 seconds.
 LY0695
 LY0695.The orthometric height was determined by differential leveling
 LY0695.and adjusted by the National Geodetic Survey in June 1991..
 LY0695
 LY0695.The geoid height was determined by GEOID03.
 LY0695
 LY0695.The dynamic height is computed by dividing the NAVD 88
 LY0695.geopotential number by the normal gravity value computed on the
 LY0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0695.degrees latitude (g = 980.6199 gals.).
 LY0695
 LY0695.The modeled gravity was interpolated from observed gravity values.
 LY0695
 LY0695;                    North         East    Units  Estimated Accuracy
 LY0695;SPC NJ       -   253,750.      142,580.      MT  (+/- 180 meters Scaled)
 LY0695
 LY0695                          SUPERSEDED SURVEY CONTROL
 LY0695
 LY0695  NGVD 29 (??/??/92)  189.428  (m)          621.48   (f) ADJ UNCH    1 2
 LY0695
 LY0695.Superseded values are not recommended for survey control.
 LY0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0695.See file dsdata.txt to determine how the superseded data were derived.
 LY0695
 LY0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL345520(NAD 83)
 LY0695_MARKER: DB = BENCH MARK DISK
 LY0695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0695_SP_SET: GRANITE BASE
 LY0695_STAMPING: 621.482 FRANKLIN NO 1 1933
 LY0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0695+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2001
 LY0695
 LY0695  HISTORY     - Date     Condition        Report By
 LY0695  HISTORY     - 1933     MONUMENTED       CGS
 LY0695  HISTORY     - 1939     GOOD             NGS
 LY0695  HISTORY     - 20010731 GOOD             STEWRT
 LY0695
 LY0695                          STATION DESCRIPTION
 LY0695
 LY0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LY0695'AT FRANKLIN.
 LY0695'AT FRANKLIN, SUSSEX COUNTY, 135 FEET NORTHWEST OF THE BRICK
 LY0695'BUILDING OF THE SUSSEX COUNTY TRUST CO., 75 FEET NORTH OF MAIN
 LY0695'STREET, AT A MEMORIAL AND FLAGSTAFF ON TOP OF A GRASS-COVERED
 LY0695'MOUND, IN THE TOP OF THE GRANITE BASE, AND ABOUT 15 FEET
 LY0695'HIGHER THAN MAIN STREET.  A STANDARD DISK, STAMPED 621.482
 LY0695'FRANKLIN NO 1 1933.
 LY0695
 LY0695                          STATION RECOVERY (2001)
 LY0695
 LY0695'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2001
 LY0695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0699 ***********************************************************************
 LY0699  DESIGNATION -  FRANKLIN 2
 LY0699  PID         -  LY0699
 LY0699  STATE/COUNTY-  NJ/SUSSEX
 LY0699  USGS QUAD   -  FRANKLIN (1971)
 LY0699
 LY0699                         *CURRENT SURVEY CONTROL
 LY0699  ___________________________________________________________________
 LY0699* NAD 83(1986)-  41 07 15.     (N)    074 35 28.     (W)     SCALED    
 LY0699* NAVD 88     -       166.544  (meters)     546.40   (feet)  ADJUSTED  
 LY0699  ___________________________________________________________________
 LY0699  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LY0699  DYNAMIC HT  -         166.472 (meters)     546.17  (feet)  COMP
 LY0699  MODELED GRAV-     980,188.8   (mgal)                       NAVD 88
 LY0699
 LY0699  VERT ORDER  -  FIRST     CLASS II
 LY0699
 LY0699.The horizontal coordinates were scaled from a topographic map and have
 LY0699.an estimated accuracy of +/- 6 seconds.
 LY0699
 LY0699.The orthometric height was determined by differential leveling
 LY0699.and adjusted by the National Geodetic Survey in June 1991..
 LY0699
 LY0699.The geoid height was determined by GEOID03.
 LY0699
 LY0699.The dynamic height is computed by dividing the NAVD 88
 LY0699.geopotential number by the normal gravity value computed on the
 LY0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0699.degrees latitude (g = 980.6199 gals.).
 LY0699
 LY0699.The modeled gravity was interpolated from observed gravity values.
 LY0699
 LY0699;                    North         East    Units  Estimated Accuracy
 LY0699;SPC NJ       -   253,970.      142,350.      MT  (+/- 180 meters Scaled)
 LY0699
 LY0699                          SUPERSEDED SURVEY CONTROL
 LY0699
 LY0699  NGVD 29 (??/??/92)  166.743  (m)          547.06   (f) ADJ UNCH    1 2
 LY0699
 LY0699.Superseded values are not recommended for survey control.
 LY0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0699.See file dsdata.txt to determine how the superseded data were derived.
 LY0699
 LY0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL343522(NAD 83)
 LY0699_MARKER: DB = BENCH MARK DISK
 LY0699_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0699_SP_SET: BRIDGE
 LY0699_STAMPING: 547.056 FRANKLIN NO 2 1933
 LY0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0699+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 LY0699
 LY0699  HISTORY     - Date     Condition        Report By
 LY0699  HISTORY     - 1933     MONUMENTED       CGS
 LY0699  HISTORY     - 1934     GOOD             NGS
 LY0699  HISTORY     - 20060520 GOOD             GEOCAC
 LY0699
 LY0699                          STATION DESCRIPTION
 LY0699
 LY0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LY0699'AT FRANKLIN.
 LY0699'AT FRANKLIN, SUSSEX COUNTY, IN THE RAILROAD YARDS, 150 FEET
 LY0699'SOUTHWEST OF THE RESIDENCE AT 38 FOWLER STREET, 70 FEET WEST
 LY0699'OF THE JUNCTION OF NORTH CHURCH ROAD AND FOWLER STREET, 45
 LY0699'FEET EAST OF THE EASTERNMOST RAIL IN THE YARDS, IN THE TOP
 LY0699'OF THE SOUTH END OF THE EAST ABUTMENT OF THE HIGHWAY BRIDGE
 LY0699'OVER THE RAILROAD AND WALKILL RIVER, 13 FEET SOUTH OF THE SOUTH
 LY0699'CURB OF THE BRIDGE, AND ABOUT 4 FEET LOWER THAN THE SIDEWALK.
 LY0699'A STANDARD DISK, STAMPED 547.056 FRANKLIN NO 2 1933.
 LY0699
 LY0699                          STATION RECOVERY (1934)
 LY0699
 LY0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 LY0699'RECOVERED IN GOOD CONDITION.
 LY0699
 LY0699                          STATION RECOVERY (2006)
 LY0699
 LY0699'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0689 ***********************************************************************
 LY0689  DESIGNATION -  FRANKLIN 3 RESET 1938
 LY0689  PID         -  LY0689
 LY0689  STATE/COUNTY-  NJ/SUSSEX
 LY0689  USGS QUAD   -  FRANKLIN (1971)
 LY0689
 LY0689                         *CURRENT SURVEY CONTROL
 LY0689  ___________________________________________________________________
 LY0689* NAD 83(1986)-  41 06 43.     (N)    074 35 21.     (W)     SCALED    
 LY0689* NAVD 88     -       162.48   (meters)     533.1    (feet)  RESET     
 LY0689  ___________________________________________________________________
 LY0689  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LY0689
 LY0689  VERT ORDER  -  THIRD
 LY0689
 LY0689.The horizontal coordinates were scaled from a topographic map and have
 LY0689.an estimated accuracy of +/- 6 seconds.
 LY0689
 LY0689.The orthometric height was computed from unverified reset data.
 LY0689
 LY0689.The geoid height was determined by GEOID03.
 LY0689
 LY0689;                    North         East    Units  Estimated Accuracy
 LY0689;SPC NJ       -   252,980.      142,510.      MT  (+/- 180 meters Scaled)
 LY0689
 LY0689                          SUPERSEDED SURVEY CONTROL
 LY0689
 LY0689  NGVD 29 (??/??/??)  162.68   (m)          533.7    (f) RESET       3  
 LY0689
 LY0689.Superseded values are not recommended for survey control.
 LY0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0689.See file dsdata.txt to determine how the superseded data were derived.
 LY0689
 LY0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL344512(NAD 83)
 LY0689_MARKER: DB = BENCH MARK DISK
 LY0689_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0689_SP_SET: BRIDGE
 LY0689_STAMPING: ELEV 533.731 FRANKLIN 3 RESET 1938
 LY0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0689+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2001
 LY0689
 LY0689  HISTORY     - Date     Condition        Report By
 LY0689  HISTORY     - 1938     MONUMENTED       NJZINC
 LY0689  HISTORY     - 20010731 GOOD             STEWRT
 LY0689
 LY0689                          STATION DESCRIPTION
 LY0689
 LY0689'DESCRIBED BY NEW JERSEY ZINC COMPANY 1938
 LY0689'AT FRANKLIN.
 LY0689'AT FRANKLIN, SUSSEX COUNTY, 100.8 FEET SOUTH OF THE MIDDLE
 LY0689'OF THE FRANKLIN AVENUE BRIDGE OVER WALKILL RIVER, AT FRANKLIN
 LY0689'POND DAM, NORTH OF THE SPILLWAY, 7.2 FEET NORTH OF THE WEST
 LY0689'BRICK BATHHOUSE, IN THE TOP OF THE WEST WING WALL, 4 FEET
 LY0689'SOUTH OF THE NORTH POINT OF THE WING WALL, ABOUT MIDWAY
 LY0689'BETWEEN THE TWO EDGES, AND 2.8 FEET HIGHER THAN THE SPILLWAY.
 LY0689
 LY0689                          STATION RECOVERY (2001)
 LY0689
 LY0689'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2001 (JMS)
 LY0689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5494 ***********************************************************************
 KV5494  DESIGNATION -  FRANKLIN PARK 6 MI RUN REF CH
 KV5494  PID         -  KV5494
 KV5494  STATE/COUNTY-  NJ/SOMERSET
 KV5494  USGS QUAD   -  MONMOUTH JUNCTION (1981)
 KV5494
 KV5494                         *CURRENT SURVEY CONTROL
 KV5494  ___________________________________________________________________
 KV5494* NAD 83(1996)-  40 26 18.93259(N)    074 32 10.17883(W)     ADJUSTED  
 KV5494* NAVD 88     -                                                        
 KV5494  ___________________________________________________________________
 KV5494  LAPLACE CORR-           5.58  (seconds)                    DEFLEC99
 KV5494  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KV5494
 KV5494  HORZ ORDER  -  THIRD
 KV5494
 KV5494.The horizontal coordinates were established by classical geodetic methods
 KV5494.and adjusted by the National Geodetic Survey in September 1999..
 KV5494
 KV5494
 KV5494.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5494
 KV5494.The geoid height was determined by GEOID03.
 KV5494
 KV5494;                    North         East     Units Scale Factor Converg.
 KV5494;SPC NJ       -   178,210.960   146,932.245   MT  0.99990012   -0 01 24.4
 KV5494;SPC NJ       -   584,680.46    482,060.21   sFT  0.99990012   -0 01 24.4
 KV5494;UTM  18      - 4,476,541.818   539,338.769   MT  0.99961905   +0 18 03.1
 KV5494
 KV5494                          SUPERSEDED SURVEY CONTROL
 KV5494
 KV5494  NAD 83(1986)-  40 26 18.93336(N)    074 32 10.18042(W) AD(       ) 4
 KV5494  NAD 27      -  40 26 18.55700(N)    074 32 11.62200(W) AD(       ) 3
 KV5494
 KV5494.Superseded values are not recommended for survey control.
 KV5494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5494.See file dsdata.txt to determine how the superseded data were derived.
 KV5494
 KV5494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3933976542(NAD 83)
 KV5494_MARKER: 90 = CHURCH SPIRE
 KV5494
 KV5494  HISTORY     - Date     Condition        Report By
 KV5494  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5494  HISTORY     - 19940507 GOOD             USPSQD
 KV5494
 KV5494                          STATION DESCRIPTION
 KV5494
 KV5494'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5494'STATION IS AT NW CORNER OF MAIN CROSS-ROADS IN FRANKLIN PARK,
 KV5494'NEW JERSEY.  STATE HIGHWAY 27 RUNNING N AND S.  MACADAM T-ROAD
 KV5494'RUNNING W.
 KV5494'
 KV5494'CHURCH IS A WHITE WOODEN STRUCTURE.  BELFRY OVER MAIN
 KV5494'ENTRANCE MOUNTING A TALL SLENDER OCTAGONAL SPIRE.  FANCY FINIAL
 KV5494'SURMOUNTS BELFRY.  FINIAL IS ABOUT 100 FEET FROM ROAD LEVEL.  SHELL
 KV5494'FILLING STATION ACROSS ROAD TO S.
 KV5494
 KV5494                          STATION RECOVERY (1994)
 KV5494
 KV5494'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV5494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE5060 ***********************************************************************
 AE5060  DESIGNATION -  FREEHOLD
 AE5060  PID         -  AE5060
 AE5060  STATE/COUNTY-  NJ/MONMOUTH
 AE5060  USGS QUAD   -  FREEHOLD (1981)
 AE5060
 AE5060                         *CURRENT SURVEY CONTROL
 AE5060  ___________________________________________________________________
 AE5060* NAD 83(1996)-  40 15 37.08823(N)    074 16 27.28664(W)     ADJUSTED  
 AE5060* NAVD 88     -        54.0    (meters)     177.     (feet)  VERTCON   
 AE5060  ___________________________________________________________________
 AE5060  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AE5060  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 AE5060
 AE5060  HORZ ORDER  -  FIRST
 AE5060
 AE5060.The horizontal coordinates were established by classical geodetic methods
 AE5060.and adjusted by the National Geodetic Survey in September 1999..
 AE5060
 AE5060.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE5060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE5060
 AE5060.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5060
 AE5060.The geoid height was determined by GEOID03.
 AE5060
 AE5060;                    North         East     Units Scale Factor Converg.
 AE5060;SPC NJ       -   158,439.186   169,202.668   MT  0.99990454   +0 08 45.2
 AE5060;SPC NJ       -   519,812.56    555,125.75   sFT  0.99990454   +0 08 45.2
 AE5060;UTM  18      - 4,456,901.484   561,714.521   MT  0.99964688   +0 28 08.5
 AE5060
 AE5060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5060!SPC NJ       -   0.99999661  x   0.99990454  =   0.99990115
 AE5060!UTM  18      -   0.99999661  x   0.99964688  =   0.99964349
 AE5060
 AE5060|---------------------------------------------------------------------|
 AE5060| PID    Reference Object                     Distance      Geod. Az  |
 AE5060|                                                           dddmmss.s |
 AE5060| KV5405 3246                                  9.205 METERS 13600     |
 AE5060| CB5955 3260                                               1705906.5 |
 AE5060| CB5956 FREEHOLD RM 1                        19.470 METERS 24615     |
 AE5060| KV5409 FREEHOLD WATER TANK                 APPROX. 1.4 KM 3173548.1 |
 AE5060|---------------------------------------------------------------------|
 AE5060
 AE5060                          SUPERSEDED SURVEY CONTROL
 AE5060
 AE5060  NAD 83(1986)-  40 15 37.08782(N)    074 16 27.28316(W) AD(       ) 1
 AE5060  NAD 27      -  40 15 36.68900(N)    074 16 28.75700(W) AD(       ) 1
 AE5060  NGVD 29 (07/19/86)   54.3    (m)          178.     (f) VERT ANG       
 AE5060
 AE5060.Superseded values are not recommended for survey control.
 AE5060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5060.See file dsdata.txt to determine how the superseded data were derived.
 AE5060
 AE5060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6171556901(NAD 83)
 AE5060_MARKER: DS = TRIANGULATION STATION DISK
 AE5060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5060_SP_SET: SET INTO CONCRETE POST
 AE5060_STAMPING: FREEHOLD 1935
 AE5060_MARK LOGO: CGS   
 AE5060_PROJECTION: FLUSH
 AE5060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5060+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2001
 AE5060
 AE5060  HISTORY     - Date     Condition        Report By
 AE5060  HISTORY     - 1935     MONUMENTED       CGS
 AE5060  HISTORY     - 20010425 GOOD             USPSQD
 AE5060
 AE5060                          STATION DESCRIPTION
 AE5060
 AE5060'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 AE5060'THE STATION IS LOCATED ON THE NORTHEAST PART OF THE FRONT LAWN OF
 AE5060'THE MONMOUTH COUNTY COURTHOUSE IN FREEHOLD, 11 PACES
 AE5060'EAST-NORTHEAST OF A FLAGPOLE IN FRONT OF THE COURTHOUSE, 4 PACES
 AE5060'SOUTHWEST OF THE NORTHEAST GUARD RAIL AROUND THE LAWN, AND 7
 AE5060'PACES SOUTHEAST OF THE SOUTHEAST ABUTMENT AT THE MAIN ENTRANCE
 AE5060'TO THE COURTHOUSE.  THE MARK IS FLUSH WITH THE GROUND AND IS
 AE5060'STAMPED FREEHOLD 1935.
 AE5060'
 AE5060'REFERENCE MARK NO.1 IS 19.470 METERS (63.87 FEET) WEST OF
 AE5060'THE STATION, SET IN THE SIDEWALK, 9 PACES WEST OF THE FLAGPOLE
 AE5060'IN FRONT OF THE COURTHOUSE, AND 2 FEET SOUTH-SOUTHEAST OF THE
 AE5060'SOUTHWEST ABUTMENT AT THE MAIN ENTRANCE TO THE COURTHOUSE.  THE
 AE5060'MARK IS STAMPED FREEHOLD NO 1 1935.
 AE5060'
 AE5060'REFERENCE MARK - UNITED STATES COAST AND GEODETIC SURVEY AND
 AE5060'STATE SURVEY MONUMENT NO.3246 IS 9.205 METERS (30.20 FEET)
 AE5060'SOUTHEAST OF THE STATION, BETWEEN THE SECOND AND THIRD GUARD RAIL
 AE5060'ALONG THE SIDEWALK IN FRONT OF THE COURTHOUSE FROM THE SOUTHEAST
 AE5060'CORNER, 6 PACES WEST-NORTHWEST OF A FIRE PLUG, AND 4 INCHES
 AE5060'NORTHWEST OF THE NORTH EDGE OF THE SIDEWALK IN FRONT OF THE
 AE5060'COURTHOUSE.  THE MARK IS FLUSH WITH THE GROUND.
 AE5060'
 AE5060'AZIMUTH MARK - UNITED STATES COAST AND GEODETIC SURVEY AND
 AE5060'STATE SURVEY MONUMENT NO.3260 IS APPROXIMATELY 0.2 MILE
 AE5060'SOUTH-SOUTHEAST OF THE STATION, IN FRONT OF R. VAN SANT FUNERAL
 AE5060'DIRECTOR (HOUSE NO.73), BETWEEN THE SIDEWALK AND THE EAST CURB
 AE5060'OF U.S. HIGHWAY 9, 6 PACES SOUTH-SOUTHWEST OF THE CENTERLINE OF
 AE5060'THE DRIVE ON THE NORTH SIDE OF THE FUNERAL HOME, 2 PACES
 AE5060'NORTH-NORTHEAST OF THE CENTERLINE OF THE FLAGSTONE BETWEEN THE
 AE5060'SIDEWALK AND THE CURB OF THE STREET AT THE ENTRANCE TO THE
 AE5060'FUNERAL HOME, AND 1 FOOT EAST OF THE EAST CURB OF THE STREET.
 AE5060'THE MARK IS FLUSH WITH THE GROUND.
 AE5060'
 AE5060'DISTANCE FROM REFERENCE MARK NO.1 TO REFERENCE MARK NO.2
 AE5060'(UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY
 AE5060'MONUMENT NO.3246) IS 24.178 METERS (79.32 FEET).
 AE5060'
 AE5060'A 77-FOOT TOWER WITH A 10-FOOT SUPERSTRUCTURE WILL CLEAR ALL
 AE5060'LINES OBSERVED.
 AE5060
 AE5060                          STATION RECOVERY (2001)
 AE5060
 AE5060'RECOVERY NOTE BY US POWER SQUADRON 2001 (RA)
 AE5060'STATION IS SET FLUSH IN A BRICK BORDER ALONGSIDE A SIDEWALK IN FRONT
 AE5060'OF THE MONMOUTH COUNTY HALL OF RECORDS (FORMERLY THE COURTHOUSE). IT
 AE5060'IS 7.5 FT SW FROM THE LAMP POST AT RIGHT HAND SIDE OF THE STEPS OF THE
 AE5060'BUILDING, 30 FT NW OF MARKER 3246 (KV5405). REFERENCE MARK 1 NOT
 AE5060'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0907 ***********************************************************************
 KV0907  DESIGNATION -  FREEHOLD 1 PRR
 KV0907  PID         -  KV0907
 KV0907  STATE/COUNTY-  NJ/MONMOUTH
 KV0907  USGS QUAD   -  FREEHOLD (1981)
 KV0907
 KV0907                         *CURRENT SURVEY CONTROL
 KV0907  ___________________________________________________________________
 KV0907* NAD 83(1986)-  40 16 11.     (N)    074 18 18.     (W)     SCALED    
 KV0907* NAVD 88     -        42.413  (meters)     139.15   (feet)  ADJUSTED  
 KV0907  ___________________________________________________________________
 KV0907  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV0907  DYNAMIC HT  -          42.396 (meters)     139.09  (feet)  COMP
 KV0907  MODELED GRAV-     980,217.4   (mgal)                       NAVD 88
 KV0907
 KV0907  VERT ORDER  -  SECOND    CLASS 0
 KV0907
 KV0907.The horizontal coordinates were scaled from a topographic map and have
 KV0907.an estimated accuracy of +/- 6 seconds.
 KV0907
 KV0907.The orthometric height was determined by differential leveling
 KV0907.and adjusted by the National Geodetic Survey in June 1991..
 KV0907
 KV0907.The geoid height was determined by GEOID03.
 KV0907
 KV0907.The dynamic height is computed by dividing the NAVD 88
 KV0907.geopotential number by the normal gravity value computed on the
 KV0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0907.degrees latitude (g = 980.6199 gals.).
 KV0907
 KV0907.The modeled gravity was interpolated from observed gravity values.
 KV0907
 KV0907;                    North         East    Units  Estimated Accuracy
 KV0907;SPC NJ       -   159,480.      166,580.      MT  (+/- 180 meters Scaled)
 KV0907
 KV0907                          SUPERSEDED SURVEY CONTROL
 KV0907
 KV0907  NGVD 29 (??/??/??)   42.774  (m)          140.33   (f) ADJUSTED    2 0
 KV0907
 KV0907.Superseded values are not recommended for survey control.
 KV0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0907.See file dsdata.txt to determine how the superseded data were derived.
 KV0907
 KV0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK590579(NAD 83)
 KV0907_MARKER: Q = CHISELED SQUARE
 KV0907_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0907_SP_SET: BRIDGE
 KV0907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0907
 KV0907  HISTORY     - Date     Condition        Report By
 KV0907  HISTORY     - UNK      MONUMENTED       PRR
 KV0907  HISTORY     - 1935     GOOD             CGS
 KV0907  HISTORY     - 1949     GOOD             CGS
 KV0907  HISTORY     - 19980903 GOOD             USPSQD
 KV0907
 KV0907                          STATION DESCRIPTION
 KV0907
 KV0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0907'1.7 MI NW FROM FREEHOLD.
 KV0907'1.7 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV0907'STATION AT FREEHOLD, MONMOUTH COUNTY, AT THE EAST ABUTMENT OF
 KV0907'BRIDGE 15.51 OVER A ROAD, AND ON THE TOP OF THE SOUTH END OF THE
 KV0907'BRIDGE SEAT.
 KV0907
 KV0907                          STATION RECOVERY (1949)
 KV0907
 KV0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 KV0907'RECOVERED IN GOOD CONDITION.
 KV0907
 KV0907                          STATION RECOVERY (1998)
 KV0907
 KV0907'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV0907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0910 ***********************************************************************
 KV0910  DESIGNATION -  FREEHOLD 3 PRR
 KV0910  PID         -  KV0910
 KV0910  STATE/COUNTY-  NJ/MONMOUTH
 KV0910  USGS QUAD   -  FREEHOLD (1981)
 KV0910
 KV0910                         *CURRENT SURVEY CONTROL
 KV0910  ___________________________________________________________________
 KV0910* NAD 83(1986)-  40 15 12.     (N)    074 15 52.     (W)     SCALED    
 KV0910* NAVD 88     -        45.221  (meters)     148.36   (feet)  ADJUSTED  
 KV0910  ___________________________________________________________________
 KV0910  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV0910  DYNAMIC HT  -          45.202 (meters)     148.30  (feet)  COMP
 KV0910  MODELED GRAV-     980,214.7   (mgal)                       NAVD 88
 KV0910
 KV0910  VERT ORDER  -  SECOND    CLASS 0
 KV0910
 KV0910.The horizontal coordinates were scaled from a topographic map and have
 KV0910.an estimated accuracy of +/- 6 seconds.
 KV0910
 KV0910.The orthometric height was determined by differential leveling
 KV0910.and adjusted by the National Geodetic Survey in June 1991..
 KV0910
 KV0910.The geoid height was determined by GEOID03.
 KV0910
 KV0910.The dynamic height is computed by dividing the NAVD 88
 KV0910.geopotential number by the normal gravity value computed on the
 KV0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0910.degrees latitude (g = 980.6199 gals.).
 KV0910
 KV0910.The modeled gravity was interpolated from observed gravity values.
 KV0910
 KV0910;                    North         East    Units  Estimated Accuracy
 KV0910;SPC NJ       -   157,670.      170,040.      MT  (+/- 180 meters Scaled)
 KV0910
 KV0910                          SUPERSEDED SURVEY CONTROL
 KV0910
 KV0910  NGVD 29 (??/??/??)   45.590  (m)          149.57   (f) ADJUSTED    2 0
 KV0910
 KV0910.Superseded values are not recommended for survey control.
 KV0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0910.See file dsdata.txt to determine how the superseded data were derived.
 KV0910
 KV0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK625561(NAD 83)
 KV0910_MARKER: B = BOLT
 KV0910_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0910_SP_SET: BRIDGE SEAT
 KV0910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0910
 KV0910  HISTORY     - Date     Condition        Report By
 KV0910  HISTORY     - UNK      MONUMENTED       PRR
 KV0910  HISTORY     - 1935     GOOD             CGS
 KV0910  HISTORY     - 1974     GOOD             NGS
 KV0910
 KV0910                          STATION DESCRIPTION
 KV0910
 KV0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0910'0.8 MI SE FROM FREEHOLD.
 KV0910'0.8 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV0910'STATION AT FREEHOLD, MONMOUTH COUNTY, AT THE EAST ABUTMENT OF
 KV0910'BRIDGE 17.83 OVER A ROAD, AND IN THE TOP OF THE NORTH END OF
 KV0910'THE BRIDGE SEAT.
 KV0910
 KV0910                          STATION RECOVERY (1974)
 KV0910
 KV0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0908 ***********************************************************************
 KV0908  DESIGNATION -  FREEHOLD BOF
 KV0908  PID         -  KV0908
 KV0908  STATE/COUNTY-  NJ/MONMOUTH
 KV0908  USGS QUAD   -  FREEHOLD (1981)
 KV0908
 KV0908                         *CURRENT SURVEY CONTROL
 KV0908  ___________________________________________________________________
 KV0908* NAD 83(1986)-  40 15 36.     (N)    074 16 27.     (W)     SCALED    
 KV0908* NAVD 88     -        53.967  (meters)     177.06   (feet)  ADJUSTED  
 KV0908  ___________________________________________________________________
 KV0908  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV0908  DYNAMIC HT  -          53.944 (meters)     176.98  (feet)  COMP
 KV0908  MODELED GRAV-     980,215.9   (mgal)                       NAVD 88
 KV0908
 KV0908  VERT ORDER  -  SECOND    CLASS 0
 KV0908
 KV0908.The horizontal coordinates were scaled from a topographic map and have
 KV0908.an estimated accuracy of +/- 6 seconds.
 KV0908
 KV0908.The orthometric height was determined by differential leveling
 KV0908.and adjusted by the National Geodetic Survey in June 1991..
 KV0908
 KV0908.The geoid height was determined by GEOID03.
 KV0908
 KV0908.The dynamic height is computed by dividing the NAVD 88
 KV0908.geopotential number by the normal gravity value computed on the
 KV0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0908.degrees latitude (g = 980.6199 gals.).
 KV0908
 KV0908.The modeled gravity was interpolated from observed gravity values.
 KV0908
 KV0908;                    North         East    Units  Estimated Accuracy
 KV0908;SPC NJ       -   158,410.      169,210.      MT  (+/- 180 meters Scaled)
 KV0908
 KV0908                          SUPERSEDED SURVEY CONTROL
 KV0908
 KV0908  NGVD 29 (??/??/??)   54.328  (m)          178.24   (f) ADJUSTED    2 0
 KV0908
 KV0908.Superseded values are not recommended for survey control.
 KV0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0908.See file dsdata.txt to determine how the superseded data were derived.
 KV0908
 KV0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK617568(NAD 83)
 KV0908_MARKER: DB = BENCH MARK DISK
 KV0908_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0908_SP_SET: DRIVEWAY
 KV0908_STAMPING: FREEHOLD BOF
 KV0908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0908
 KV0908  HISTORY     - Date     Condition        Report By
 KV0908  HISTORY     - 1935     MONUMENTED       CGS
 KV0908  HISTORY     - 1974     GOOD             NGS
 KV0908  HISTORY     - 19920822 GOOD             USPSQD
 KV0908  HISTORY     - 19980602 GOOD             USPSQD
 KV0908
 KV0908                          STATION DESCRIPTION
 KV0908
 KV0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0908'AT FREEHOLD.
 KV0908'AT FREEHOLD, MONMOUTH COUNTY, ON THE PENNSYLVANIA RAILROAD,
 KV0908'OPPOSITE A FIRE STATION, AT THE SOUTHEAST CORNER OF A DRIVEWAY,
 KV0908'150 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 12 FEET WEST
 KV0908'OF POLE L 262 F-7.
 KV0908
 KV0908                          STATION RECOVERY (1974)
 KV0908
 KV0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0908'RECOVERED IN GOOD CONDITION.
 KV0908
 KV0908                          STATION RECOVERY (1992)
 KV0908
 KV0908'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0908'RECOVERED IN GOOD CONDITION.
 KV0908
 KV0908                          STATION RECOVERY (1998)
 KV0908
 KV0908'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5407 ***********************************************************************
 KV5407  DESIGNATION -  FREEHOLD TALL BRICK STACK
 KV5407  PID         -  KV5407
 KV5407  STATE/COUNTY-  NJ/MONMOUTH
 KV5407  USGS QUAD   -  FREEHOLD (1981)
 KV5407
 KV5407                         *CURRENT SURVEY CONTROL
 KV5407  ___________________________________________________________________
 KV5407* NAD 83(1996)-  40 15 33.74811(N)    074 16 08.92657(W)     ADJUSTED  
 KV5407* NAVD 88     -                                                        
 KV5407  ___________________________________________________________________
 KV5407  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 KV5407  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV5407
 KV5407  HORZ ORDER  -  THIRD
 KV5407
 KV5407.The horizontal coordinates were established by classical geodetic methods
 KV5407.and adjusted by the National Geodetic Survey in September 1999..
 KV5407
 KV5407
 KV5407.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5407
 KV5407.The geoid height was determined by GEOID03.
 KV5407
 KV5407;                    North         East     Units Scale Factor Converg.
 KV5407;SPC NJ       -   158,337.290   169,636.745   MT  0.99990475   +0 08 57.1
 KV5407;SPC NJ       -   519,478.26    556,549.89   sFT  0.99990475   +0 08 57.1
 KV5407;UTM  18      - 4,456,802.063   562,149.054   MT  0.99964755   +0 28 20.4
 KV5407
 KV5407                          SUPERSEDED SURVEY CONTROL
 KV5407
 KV5407  NAD 83(1986)-  40 15 33.74141(N)    074 16 08.92523(W) AD(       ) 4
 KV5407  NAD 27      -  40 15 33.34000(N)    074 16 10.40000(W) AD(       ) 3
 KV5407
 KV5407.Superseded values are not recommended for survey control.
 KV5407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5407.See file dsdata.txt to determine how the superseded data were derived.
 KV5407
 KV5407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6214956802(NAD 83)
 KV5407_MARKER: 63 = STACK
 KV5407
 KV5407  HISTORY     - Date     Condition        Report By
 KV5407  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5407
 KV5407                          STATION DESCRIPTION
 KV5407
 KV5407'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5409 ***********************************************************************
 KV5409  DESIGNATION -  FREEHOLD WATER TANK
 KV5409  PID         -  KV5409
 KV5409  STATE/COUNTY-  NJ/MONMOUTH
 KV5409  USGS QUAD   -  FREEHOLD (1981)
 KV5409
 KV5409                         *CURRENT SURVEY CONTROL
 KV5409  ___________________________________________________________________
 KV5409* NAD 83(1996)-  40 16 09.91332(N)    074 17 06.42276(W)     ADJUSTED  
 KV5409* NAVD 88     -                                                        
 KV5409  ___________________________________________________________________
 KV5409  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 KV5409  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV5409
 KV5409  HORZ ORDER  -  THIRD
 KV5409
 KV5409.The horizontal coordinates were established by classical geodetic methods
 KV5409.and adjusted by the National Geodetic Survey in September 1999..
 KV5409
 KV5409
 KV5409.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5409
 KV5409.The geoid height was determined by GEOID03.
 KV5409
 KV5409;                    North         East     Units Scale Factor Converg.
 KV5409;SPC NJ       -   159,449.258   168,275.511   MT  0.99990411   +0 08 20.0
 KV5409;SPC NJ       -   523,126.44    552,083.91   sFT  0.99990411   +0 08 20.0
 KV5409;UTM  18      - 4,457,906.050   560,781.922   MT  0.99964548   +0 27 43.6
 KV5409
 KV5409                          SUPERSEDED SURVEY CONTROL
 KV5409
 KV5409  NAD 83(1986)-  40 16 09.91323(N)    074 17 06.41981(W) AD(       ) 4
 KV5409  NAD 27      -  40 16 09.51500(N)    074 17 07.89000(W) AD(       ) 3
 KV5409
 KV5409.Superseded values are not recommended for survey control.
 KV5409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5409.See file dsdata.txt to determine how the superseded data were derived.
 KV5409
 KV5409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6078257906(NAD 83)
 KV5409_MARKER: 51 = TANK
 KV5409
 KV5409  HISTORY     - Date     Condition        Report By
 KV5409  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5409
 KV5409                          STATION DESCRIPTION
 KV5409
 KV5409'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1697 ***********************************************************************
 KV1697  DESIGNATION -  FRENCHTOWN
 KV1697  PID         -  KV1697
 KV1697  STATE/COUNTY-  NJ/HUNTERDON
 KV1697  USGS QUAD   -  FRENCHTOWN (1997)
 KV1697
 KV1697                         *CURRENT SURVEY CONTROL
 KV1697  ___________________________________________________________________
 KV1697* NAD 83(1986)-  40 32 03.     (N)    075 03 46.     (W)     SCALED    
 KV1697* NAVD 88     -        42.571  (meters)     139.67   (feet)  ADJUSTED  
 KV1697  ___________________________________________________________________
 KV1697  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KV1697  DYNAMIC HT  -          42.551 (meters)     139.60  (feet)  COMP
 KV1697  MODELED GRAV-     980,152.7   (mgal)                       NAVD 88
 KV1697
 KV1697  VERT ORDER  -  FIRST     CLASS I
 KV1697
 KV1697.The horizontal coordinates were scaled from a topographic map and have
 KV1697.an estimated accuracy of +/- 6 seconds.
 KV1697
 KV1697.The orthometric height was determined by differential leveling
 KV1697.and adjusted by the National Geodetic Survey in June 1991..
 KV1697
 KV1697.The geoid height was determined by GEOID03.
 KV1697
 KV1697.The dynamic height is computed by dividing the NAVD 88
 KV1697.geopotential number by the normal gravity value computed on the
 KV1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1697.degrees latitude (g = 980.6199 gals.).
 KV1697
 KV1697.The modeled gravity was interpolated from observed gravity values.
 KV1697
 KV1697;                    North         East    Units  Estimated Accuracy
 KV1697;SPC NJ       -   188,970.      102,320.      MT  (+/- 180 meters Scaled)
 KV1697
 KV1697                          SUPERSEDED SURVEY CONTROL
 KV1697
 KV1697  NGVD 29 (01/10/92)   42.835  (m)          140.53   (f) ADJUSTED    1 1
 KV1697
 KV1697.Superseded values are not recommended for survey control.
 KV1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1697.See file dsdata.txt to determine how the superseded data were derived.
 KV1697
 KV1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK946870(NAD 83)
 KV1697_MARKER: DB = BENCH MARK DISK
 KV1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1697_SP_SET: CONCRETE POST
 KV1697_STAMPING: FRENCHTOWN 1935
 KV1697_MARK LOGO: CGS   
 KV1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1697+STABILITY: SURFACE MOTION
 KV1697_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1697+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1988
 KV1697
 KV1697  HISTORY     - Date     Condition        Report By
 KV1697  HISTORY     - 1935     MONUMENTED       CGS
 KV1697  HISTORY     - 1956     GOOD             CGS
 KV1697  HISTORY     - 1975     GOOD             BAKER
 KV1697  HISTORY     - 19881010 GOOD             NJGS
 KV1697
 KV1697                          STATION DESCRIPTION
 KV1697
 KV1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1697'AT FRENCHTOWN.
 KV1697'AT FRENCHTOWN, ALONG HARRISON STREET, AT THE FRENCHTOWN HIGH
 KV1697'SCHOOL, BETWEEN TWO SIDEWALK LEADING EAST TO THE MAIN ENTRANCE
 KV1697'(WEST) TO THE HIGH SCHOOL, 61.8 FEET WEST OF THE CENTER OF THE
 KV1697'DOOR AT THE WEST ENTRANCE TO THE SCHOOL, 12.3 FEET EAST OF THE
 KV1697'EAST CURB OF HARRISON STREET, 0.3 FOOT EAST OF THE EAST EDGE OF
 KV1697'THE NORTH-SOUTH SIDEWALK, 0.2 FOOT BELOW THE LEVEL OF THE SIDEWALK
 KV1697'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KV1697
 KV1697                          STATION RECOVERY (1975)
 KV1697
 KV1697'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 KV1697'RECOVERED IN GOOD CONDITION.
 KV1697
 KV1697                          STATION RECOVERY (1988)
 KV1697
 KV1697'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1697'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1697'THE STATION IS LOCATED AT THE EDITH ORT THOMAS ELEMENTARY SCHOOL,
 KV1697'FORMERLY THE FRENCHTOWN HIGH SCHOOL, ALONG HARRISON STREET IN
 KV1697'FRENCHTOWN. THE STATION IS SET BETWEEN TWO SIDEWALKS LEADING EAST TO
 KV1697'THE MAIN ENTRANCE TO THE  SCHOOL.  18.8 M (61.7 FT) WEST OF THE CENTER
 KV1697'DOOR AT THE WEST ENTRANCE OF THE SCHOOL, 3.75 M (12.3 FT) EAST OF THE
 KV1697'EAST CURB OF HARRISON STREET, 0.09 M (0.3 FT) EAST OF THE EAST EDGE OF
 KV1697'THE NORTH SOUTH SIDEWALK AND 0.06 M (0.2 FT) BELOW THE LEVEL OF THE
 KV1697'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7134 ***********************************************************************
 KV7134  DESIGNATION -  FT 4
 KV7134  PID         -  KV7134
 KV7134  STATE/COUNTY-  NJ/MORRIS
 KV7134  USGS QUAD   -  STANHOPE (1981)
 KV7134
 KV7134                         *CURRENT SURVEY CONTROL
 KV7134  ___________________________________________________________________
 KV7134* NAD 83(1996)-  40 54 43.44052(N)    074 43 11.26059(W)     ADJUSTED  
 KV7134* NAVD 88     -       233.2    (meters)     765.     (feet)  GPS OBS   
 KV7134  ___________________________________________________________________
 KV7134  X           -   1,272,144.372 (meters)                     COMP
 KV7134  Y           -  -4,656,496.667 (meters)                     COMP
 KV7134  Z           -   4,155,179.536 (meters)                     COMP
 KV7134  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 KV7134  ELLIP HEIGHT-         200.30  (meters)          (10/23/02) GPS OBS
 KV7134  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV7134
 KV7134  HORZ ORDER  -  FIRST
 KV7134  ELLP ORDER  -  FOURTH    CLASS I
 KV7134
 KV7134.The horizontal coordinates were established by GPS observations
 KV7134.and adjusted by the National Geodetic Survey in May 1999..
 KV7134
 KV7134.The orthometric height was determined by GPS observations and a
 KV7134.high-resolution geoid model.
 KV7134
 KV7134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7134
 KV7134.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7134
 KV7134.The ellipsoidal height was determined by GPS observations
 KV7134.and is referenced to NAD 83.
 KV7134
 KV7134.The geoid height was determined by GEOID03.
 KV7134
 KV7134;                    North         East     Units Scale Factor Converg.
 KV7134;SPC NJ       -   230,806.549   131,484.830   MT  0.99990422   -0 08 38.2
 KV7134;SPC NJ       -   757,237.82    431,379.81   sFT  0.99990422   -0 08 38.2
 KV7134;UTM  18      - 4,529,033.507   523,597.007   MT  0.99960685   +0 11 00.6
 KV7134
 KV7134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7134!SPC NJ       -   0.99996858  x   0.99990422  =   0.99987280
 KV7134!UTM  18      -   0.99996858  x   0.99960685  =   0.99957544
 KV7134
 KV7134                          SUPERSEDED SURVEY CONTROL
 KV7134
 KV7134  ELLIP H (05/14/99)  200.29   (m)                       GP(       ) 4 1
 KV7134  NAD 83(1986)-  40 54 43.43966(N)    074 43 11.26181(W) AD(       ) 1
 KV7134
 KV7134.Superseded values are not recommended for survey control.
 KV7134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7134.See file dsdata.txt to determine how the superseded data were derived.
 KV7134
 KV7134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2359729034(NAD 83)
 KV7134_MARKER: DD = SURVEY DISK
 KV7134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7134_SP_SET: CONCRETE POST
 KV7134_STAMPING: FT 4
 KV7134_MARK LOGO: NJGS  
 KV7134_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7134+STABILITY: SURFACE MOTION
 KV7134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7134+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 KV7134
 KV7134  HISTORY     - Date     Condition        Report By
 KV7134  HISTORY     - 1990     MONUMENTED       NJGS
 KV7134  HISTORY     - 19931001 GOOD
 KV7134  HISTORY     - 20010410 GOOD             NJGS
 KV7134  HISTORY     - 20060925 GOOD             AASCO
 KV7134
 KV7134                          STATION DESCRIPTION
 KV7134
 KV7134'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV7134'THE STATION IS LOCATED IN MOUNT OLIVE TOWNSHIP AT THE SOUTHEAST SIDE
 KV7134'OF A RAMP LEADING FROM U.S. HIGHWAY 206 TO THE INTERNATIONAL TRADE
 KV7134'CENTER INDUSTRIAL PARK.  TO REACH THE STATION FROM THE INTERSECTION
 KV7134'OF U.S. HIGHWAY 206 AND COUNTY ROAD 604, WATERLOO ROAD, IN BYRAM
 KV7134'TOWNSHIP, GO SOUTH ON U.S. HIGHWAY 206 FOR 0.95 MI (1.53 KM) TO AN
 KV7134'EXIT RAMP ON THE RIGHT LEADING TO THE INTERNATIONAL TRADE CENTER.
 KV7134'BEAR TO THE RIGHT AND GO WEST ON THE RAMP FOR 0.1 MI (0.2 KM) TO THE
 KV7134'STATION ON THE RIGHT.  THE STATION IS 10.0 FT (3.0 M) NORTHEAST FROM
 KV7134'THE NORTHEAST FACE OF THE CURB OF THE RAMP, 9.2 FT (2.8 M) SOUTHEAST
 KV7134'FROM A YELLOW TRAFFIC  YIELD  SIGN, 29.9 FT (9.1 M) NORTHEAST FROM A
 KV7134'DRILL HOLE SET IN THE TOP CENTER OF THE CURB NOSING AT THE
 KV7134'INTERSECTION OF THE SOUTHWESTERLY CURB OF THE RAMP WITH THE
 KV7134'NORTHEASTERLY CURB OF THE DIVIDED ROADWAY AND 64.2 FT (19.6 M)
 KV7134'NORTHWEST FROM THE MOST WESTERLY OUTSIDE CORNER OF A CONCRETE UTILITY
 KV7134'JUNCTION BOX.  THE STATION IS SET FLUSH WITH THE GROUND.
 KV7134
 KV7134                          STATION RECOVERY (1993)
 KV7134
 KV7134'RECOVERED 1993
 KV7134'RECOVERED IN GOOD CONDITION.
 KV7134
 KV7134                          STATION RECOVERY (2001)
 KV7134
 KV7134'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV7134'RECOVERED IN GOOD CONDITION.
 KV7134
 KV7134                          STATION RECOVERY (2006)
 KV7134
 KV7134'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV7134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2985 ***********************************************************************
 JU2985  DESIGNATION -  FURNACE
 JU2985  PID         -  JU2985
 JU2985  STATE/COUNTY-  NJ/BURLINGTON
 JU2985  USGS QUAD   -  BROWNS MILLS (1997)
 JU2985
 JU2985                         *CURRENT SURVEY CONTROL
 JU2985  ___________________________________________________________________
 JU2985* NAD 83(1996)-  39 59 11.94631(N)    074 32 36.45265(W)     ADJUSTED  
 JU2985* NAVD 88     -        31.35   (+/-2cm)     102.9    (feet)  VERTCON   
 JU2985  ___________________________________________________________________
 JU2985  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 JU2985  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JU2985
 JU2985  HORZ ORDER  -  FIRST
 JU2985  VERT ORDER  -  THIRD ? (See Below)
 JU2985
 JU2985.The horizontal coordinates were established by classical geodetic methods
 JU2985.and adjusted by the National Geodetic Survey in September 1999..
 JU2985
 JU2985.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2985.The vertical order pertains to the NGVD 29 superseded value.
 JU2985
 JU2985.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2985
 JU2985.The geoid height was determined by GEOID03.
 JU2985
 JU2985;                    North         East     Units Scale Factor Converg.
 JU2985;SPC NJ       -   128,033.345   146,288.511   MT  0.99990017   -0 01 40.5
 JU2985;SPC NJ       -   420,056.07    479,948.22   sFT  0.99990017   -0 01 40.5
 JU2985;UTM  18      - 4,426,375.488   538,977.856   MT  0.99961870   +0 17 36.2
 JU2985
 JU2985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2985!SPC NJ       -   1.00000019  x   0.99990017  =   0.99990036
 JU2985!UTM  18      -   1.00000019  x   0.99961870  =   0.99961889
 JU2985
 JU2985:                Primary Azimuth Mark                     Grid Az
 JU2985:SPC NJ       -  FURNACE AZ MK                            104 23 58.8
 JU2985:UTM  18      -  FURNACE AZ MK                            104 04 42.1
 JU2985
 JU2985|---------------------------------------------------------------------|
 JU2985| PID    Reference Object                     Distance      Geod. Az  |
 JU2985|                                                           dddmmss.s |
 JU2985| CB1983 FURNACE AZ MK                                      1042218.3 |
 JU2985| CB1984 FURNACE RM 1                         20.515 METERS 10832     |
 JU2985| JU2983 STATE COLONY TALL SMOKE STACK       APPROX.11.7 KM 1962358.3 |
 JU2985| CB1985 FURNACE RM 2                         21.464 METERS 22430     |
 JU2985| JU2984 US BOUNDARY MON NEAR FURNACE         31.373 METERS 26931     |
 JU2985|---------------------------------------------------------------------|
 JU2985
 JU2985                          SUPERSEDED SURVEY CONTROL
 JU2985
 JU2985  NAD 83(1986)-  39 59 11.94142(N)    074 32 36.44965(W) AD(       ) 1
 JU2985  NAD 27      -  39 59 11.52600(N)    074 32 37.89400(W) AD(       ) 1
 JU2985  NGVD 29 (07/19/86)   31.73   (m)          104.1    (f) LEVELING    3  
 JU2985
 JU2985.Superseded values are not recommended for survey control.
 JU2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2985.See file dsdata.txt to determine how the superseded data were derived.
 JU2985
 JU2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3897826375(NAD 83)
 JU2985_MARKER: DS = TRIANGULATION STATION DISK
 JU2985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2985
 JU2985  HISTORY     - Date     Condition        Report By
 JU2985  HISTORY     - 1935     MONUMENTED       CGS
 JU2985  HISTORY     - 1975     SEE DESCRIPTION  NGS
 JU2985  HISTORY     - 1984     GOOD             USE
 JU2985
 JU2985                          STATION DESCRIPTION
 JU2985
 JU2985'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU2985'THE STATION IS LOCATED 2.8 MILES (AIRLINE) EAST-NORTHEAST OF
 JU2985'BROWNS MILLS, ON CAMP DIX MILITARY RESERVATION, 7 PACES NORTHEAST
 JU2985'OF THE CENTERLINE OF A SAND ROAD, 5 PACES SOUTHEAST OF A 12-INCH
 JU2985'PINE TREE WITH TRIANGULAR BLAZE, 4 PACES EAST-NORTHEAST OF A
 JU2985'10-INCH OAK TREE, 4 PACES WEST-SOUTHWEST OF A 14-INCH PINE
 JU2985'TREE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED FURNACE 1935,
 JU2985'NOTES 1A AND 7A.
 JU2985'
 JU2985'TO REACH THE STATION FROM THE STANDPIPE IN LAKEHURST, GO
 JU2985'SOUTHWEST ON STATE HIGHWAY 40 FOR 10.7 MILES TO A FORK WHERE
 JU2985'STATE HIGHWAY 40 BEARS LEFT AND A MACADAM ROAD BEARS RIGHT, HERE
 JU2985'BEAR RIGHT ON A MACADAM ROAD (ROAD TO BROWNS MILLS) FOR 5.3 MILES
 JU2985'TO A MACADAM T-ROAD RIGHT AT THE LAKE IN BROWNS MILLS AND
 JU2985'BROWNS MILLS SUPPLY CO. ON THE LEFT, HERE TURN RIGHT FOLLOWING A
 JU2985'WINDING ROAD AROUND THE LAKE FOR 2.8 MILES TO THE HEAD OF THE
 JU2985'LAKE, HERE THE ROAD TURNS AROUND THE HEAD OF THE LAKE AND GOES
 JU2985'DOWN THE OPPOSITE SIDE OF THE LAKE, AS THE TURN IS MADE
 JU2985'AROUND THE LAKE, A SAND ROAD CONTINUES AHEAD AND A MACADAM
 JU2985'ROAD BEARS LEFT, CONTINUE STRAIGHT AHEAD ON THE SAND ROAD FOR
 JU2985'0.5 MILE TO A SPLIT T-INTERSECTION, HERE BEAR TO THE LEFT FOR
 JU2985'0.05 MILE TO A CROSS ROAD, BEAR LEFT FOR 0.95 MILE TO THE
 JU2985'STATION ON THE RIGHT AND TRIANGULAR-BLAZED TREES.
 JU2985'
 JU2985'REFERENCE MARK NO.1 IS 20.517 METERS (67.31 FEET) SOUTHEAST OF
 JU2985'THE STATION, 4 PACES NORTHEAST OF THE CENTERLINE OF A SAND ROAD,
 JU2985'AND 3 PACES SOUTHWEST OF A 12-INCH OAK TREE.  THE MARK PROJECTS
 JU2985'6 INCHES AND IS STAMPED FURNACE NO 1 1935, NOTE 11A.
 JU2985'
 JU2985'REFERENCE MARK NO.2 IS 21.467 METERS (70.425 FEET) SOUTHWEST OF
 JU2985'THE STATION, 9 PACES SOUTHWEST OF THE CENTERLINE OF A SAND
 JU2985'ROAD, AND 4 PACES NORTH-NORTHEAST OF A 12-INCH PINE TREE.  THE
 JU2985'MARK PROJECTS 4 INCHES AND IS STAMPED FURNACE NO 2 1935, NOTE 11A.
 JU2985'
 JU2985'A UNITED STATES BOUNDARY MONUMENT IS 102.93 FEET WEST-NORTHWEST
 JU2985'OF THE STATION, 5 PACES WEST OF A 14-INCH PINE TREE WITH A
 JU2985'TRIANGULAR BLAZE, AND 2 PACES NORTHEAST OF THE CENTERLINE OF A
 JU2985'SAND ROAD.  THE MARK IS A 6- BY 6-INCH CONCRETE MONUMENT WITH A
 JU2985'COPPER RIVET IN THE TOP WITH A PUNCH MARK IN THE CENTER, AND
 JU2985'PROJECTS 8 INCHES ABOVE GROUND.
 JU2985'
 JU2985'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE EAST-SOUTHEAST OF THE
 JU2985'STATION, 12 PACES SOUTHWEST OF AN 18-INCH PINE TREE, 2 PACES
 JU2985'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE SAND ROAD COMING INTO
 JU2985'THE STATION, AND 1 PACE EAST-NORTHEAST OF A 6-INCH PINE TREE.  THE
 JU2985'MARK PROJECTS 1 INCH AND IS STAMPED FURNACE 1935.  VISIBLE FROM
 JU2985'GROUND WITH CLEARING.  NOTE 11B.
 JU2985'
 JU2985'DISTANCE FROM REFERENCE MARK NO.1 TO REFERENCE MARK NO.2 IS
 JU2985'116.76 FEET (35.60 METERS).
 JU2985'
 JU2985'A 77-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 JU2985
 JU2985                          STATION RECOVERY (1975)
 JU2985
 JU2985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JU2985'THE STATION SURFACE DISK WAS FOUND DESTROYED.  THE SUB-SURFACE
 JU2985'MARK WAS FOUND IN GOOD CONDITION ABOUT 6-INCHES BELOW THE
 JU2985'SURFACE.  REFERENCE MARKS ONE AND TWO WERE RECOVERED IN GOOD
 JU2985'CONDITION.  THE AZIMUTH MARK WAS DESTROYED DURING CONSTRUCTION
 JU2985'OF A NEW ROAD.  THE BOUNDARY MONUMENT WAS ALSO DESTROYED.  A NEW
 JU2985'STATION SUB-SURFACE DISK WAS SET DIRECTLY BELOW THE OLD
 JU2985'SUB-SURFACE DISK ALONG WITH A NEW STATION SURFACE DISK.  THERE
 JU2985'WAS NO SUITABLE PLACE TO SET A NEW AZIMUTH MARK.
 JU2985'
 JU2985'THE DISTANCE AND DIRECTION TO BOTH REFERENCE MARKS WERE WITHIN
 JU2985'CLOSE AGREEMENT WITH THE OLD OBSERVED ANGLES.
 JU2985'
 JU2985'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU2985'
 JU2985'THE STATION IS LOCATED ABOUT 2-3/4 MILES EAST-NORTHEAST OF BROWNS
 JU2985'MILLS, IN WEST PART OF CAMP DIX MILITARY RESERVATION AND JUST EAST
 JU2985'OF HANOVER BOULEVARD.  THE PROPERTY IS OWNED BY THE U.S. ARMY.
 JU2985'
 JU2985'TO REACH FROM THE INTERSECTION OF TRENTON ROAD AND BROADWAY JUST
 JU2985'NORTHEAST OF THE POST OFFICE IN BROWN MILLS, GO EAST ON BROADWAY
 JU2985'FOR 0.45 TO A CROSSROADS.  TURN LEFT AND GO NORTHERLY ON LAKESHORE
 JU2985'ROAD FOR 0.3 MILE TO A CROSSROADS.  TURN RIGHT AND GO EAST ON
 JU2985'HANOVER BOULEVARD FOR 0.2 MILE TO A CROSSROADS.  CONTINUE
 JU2985'STRAIGHT AHEAD ON HANOVER BOULEVARD, WHICH CURVES TO THE
 JU2985'SOUTHEAST, FOR 1.55 MILES TO THE STATION ON THE LEFT, ABOUT
 JU2985'0.1 MILE NORTH-NORTHWEST OF A CROSSROADS.
 JU2985'
 JU2985'THE STATION MARK IS A STANDARD DISK STAMPED FURNACE 1935 1975,
 JU2985'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 JU2985'WITH THE SURFACE.  IT IS 92.8 FEET NORTH OF A POWERLINE POLE
 JU2985'NUMBERED JC 3855 PM, 86.2 FEET NORTHEAST OF THE NORTHEAST CORNER
 JU2985'OF A HOUSE OWNED BY A MR. CRANKSHAW, 17.4 FEET NORTHEAST OF THE
 JU2985'CENTER OF HANOVER BOULEVARD, 7.2 FEET WEST OF A 10-INCH PINE
 JU2985'TREE WITH A TRIANGLE BLAZE AND 6.5 FEET EAST OF A WITNESS
 JU2985'POST.  (NOTE 1B 7A).
 JU2985'
 JU2985'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FURNACE NO 1 1935,
 JU2985'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 JU2985'FLUSH WITH THE SURFACE.  IT IS 73.2 FEET EAST OF A WITNESS POST,
 JU2985'74.5 FEET NORTH OF THE SOUTHEAST CORNER OF THE HOUSE, 59.8 FEET
 JU2985'SOUTHEAST OF THE TREE WITH THE TRIANGLE BLAZE, 31.3 FEET
 JU2985'NORTHEAST OF THE POWERLINE POLE AND 11.5 FEET NORTHEAST OF THE
 JU2985'CENTER OF THE ROAD.  (NOTE 11A).
 JU2985'
 JU2985'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FURNACE NO 2 1935,
 JU2985'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 JU2985'FLUSH WITH THE SURFACE.  IT IS 75 FEET WEST OF THE TREE WITH THE
 JU2985'TRIANGLE BLAZE, 70.1 FEET NORTH OF THE NORTHEAST CORNER OF THE
 JU2985'HOUSE, 65.6 FEET SOUTHWEST OF THE WITNESS POST AND 42 FEET
 JU2985'SOUTHWEST OF THE CENTER OF THE ROAD.  (NOTE 11A).
 JU2985'
 JU2985'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2985'IN WEST PART OF CAMP DIX.
 JU2985
 JU2985                          STATION RECOVERY (1984)
 JU2985
 JU2985'RECOVERY NOTE BY US ENGINEERS 1984 (RE)
 JU2985'STATION RECOVERED GOOD.
 JU2985'
 JU2985'RECOVERED BY TIES AS PER DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9211 ***********************************************************************
 DE9211  DESIGNATION -  FWS HOLGATE
 DE9211  PID         -  DE9211
 DE9211  STATE/COUNTY-  NJ/OCEAN
 DE9211  USGS QUAD   -  TUCKERTON (1995)
 DE9211
 DE9211                         *CURRENT SURVEY CONTROL
 DE9211  ___________________________________________________________________
 DE9211* NAD 83(1996)-  39 31 50.96409(N)    074 15 59.51304(W)     ADJUSTED  
 DE9211* NAVD 88     -         1.6    (meters)       5.     (feet)  GPS OBS   
 DE9211  ___________________________________________________________________
 DE9211  X           -   1,335,748.642 (meters)                     COMP
 DE9211  Y           -  -4,741,443.520 (meters)                     COMP
 DE9211  Z           -   4,037,923.059 (meters)                     COMP
 DE9211  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 DE9211  ELLIP HEIGHT-         -32.22  (meters)          (01/17/03) GPS OBS
 DE9211  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 DE9211
 DE9211  HORZ ORDER  -  FIRST
 DE9211  ELLP ORDER  -  THIRD     CLASS I
 DE9211
 DE9211.The horizontal coordinates were established by GPS observations
 DE9211.and adjusted by the National Geodetic Survey in January 2003..
 DE9211
 DE9211.The orthometric height was determined by GPS observations and a
 DE9211.high-resolution geoid model.
 DE9211
 DE9211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9211
 DE9211.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9211
 DE9211.The ellipsoidal height was determined by GPS observations
 DE9211.and is referenced to NAD 83.
 DE9211
 DE9211.The geoid height was determined by GEOID03.
 DE9211
 DE9211;                    North         East     Units Scale Factor Converg.
 DE9211;SPC NJ       -    77,452.902   170,070.563   MT  0.99990496   +0 08 55.0
 DE9211;SPC NJ       -   254,110.06    557,973.17   sFT  0.99990496   +0 08 55.0
 DE9211;UTM  18      - 4,375,942.128   563,035.374   MT  0.99964892   +0 28 00.7
 DE9211
 DE9211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9211!SPC NJ       -   1.00000505  x   0.99990496  =   0.99991001
 DE9211!UTM  18      -   1.00000505  x   0.99964892  =   0.99965397
 DE9211
 DE9211                          SUPERSEDED SURVEY CONTROL
 DE9211
 DE9211.No superseded survey control is available for this station.
 DE9211
 DE9211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6303575942(NAD 83)
 DE9211_MARKER: I = METAL ROD
 DE9211_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DE9211_STAMPING: FWS HOLGATE
 DE9211_MARK LOGO: USFWS 
 DE9211_PROJECTION: RECESSED 5 CENTIMETERS
 DE9211_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9211+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2000
 DE9211_ROD/PIPE-DEPTH: 19.5 meters
 DE9211
 DE9211  HISTORY     - Date     Condition        Report By
 DE9211  HISTORY     - 20001001 MONUMENTED       USFWS
 DE9211
 DE9211                          STATION DESCRIPTION
 DE9211
 DE9211'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2000 (TJG)
 DE9211'RECOVERY NOTE BY U.S. FISH AND WILDLIFE SERVICE 2002 (MJH).
 DE9211' 
 DE9211'THE STATION IS LOCATED 11.5 MI SOUTH OF MANAHAWKIN, 18.0 MI
 DE9211'SOUTHWEST OF BARNEGAT LIGHT HOUSE, 14.5 MI NORTHEAST OF ALTANTIC
 DE9211'CITY, AND ON THE EDWIN B. FORSYTHE NWR BRIGANTINE DIVISION WILDLIFE
 DE9211'REFUGE.
 DE9211' 
 DE9211'TO REACH THE STATION FROM THE INTERSECTION OF 9TH ST. (EAST BOUND
 DE9211'S.R. 72) AND LONG BEACH AVENUE IN SHIP BOTTOM, GO SOUTHWEST ALONG
 DE9211'LONG BEACH AVENUE FOR 9.3 MI TO A GATE HOUSE AT THE TERMINOUS OF
 DE9211'THE THE PUBLIC WAY. PROCEED SOUTHWEST PAST THE GATE HOUSE AND
 DE9211'THROUGH THE PAVED PARKING AREA TO A SAND ROAD. CONTINUE
 DE9211'SOUTHWEST ALONG THE SAND ROAD AND BEACH FOR APPROXIMATELY 1000
 DE9211'FT, THEN TURN RIGHT NORTHWESTERLY AT RIGHT ANGLES TO THE DUNE
 DE9211'LINE. PROCEED NORTHWESTERLY FOR APPROXIMATELY 320 FT TO THE
 DE9211'STATION.
 DE9211' 
 DE9211'THE MARK IS LOCATED 318.0 FT NORTHWEST OF THE DUNE LINE, 338.0 FT
 DE9211'NORTHWEST OF A NORTHEAST - SOUTHWEST FENCE LINE, 514.0 FT
 DE9211'SOUTHWEST OF THE NORTHEAST REFUGE BOUNDARY FENCE CORNER, AND
 DE9211'0.5 FT SOUTHEAST OF A CARSONITE WITNESS STAKE. THE ROD IS RECESSED
 DE9211'0.2 FT BELOW THE SURFACE AND IS DRIVEN TO REFUSAL.
 DE9211'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0730 ***********************************************************************
 KV0730  DESIGNATION -  G 1
 KV0730  PID         -  KV0730
 KV0730  STATE/COUNTY-  NJ/MONMOUTH
 KV0730  USGS QUAD   -  SANDY HOOK (1981)
 KV0730
 KV0730                         *CURRENT SURVEY CONTROL
 KV0730  ___________________________________________________________________
 KV0730* NAD 83(1986)-  40 25 36.     (N)    074 06 01.     (W)     SCALED    
 KV0730* NAVD 88     -         3.913  (meters)      12.84   (feet)  ADJUSTED  
 KV0730  ___________________________________________________________________
 KV0730  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV0730  DYNAMIC HT  -           3.911 (meters)      12.83  (feet)  COMP
 KV0730  MODELED GRAV-     980,218.0   (mgal)                       NAVD 88
 KV0730
 KV0730  VERT ORDER  -  FIRST     CLASS II
 KV0730
 KV0730.The horizontal coordinates were scaled from a topographic map and have
 KV0730.an estimated accuracy of +/- 6 seconds.
 KV0730
 KV0730.The orthometric height was determined by differential leveling
 KV0730.and adjusted by the National Geodetic Survey in June 1991..
 KV0730.WARNING-Repeat measurements at this control monument indicate possible
 KV0730.vertical movement.
 KV0730
 KV0730.The geoid height was determined by GEOID03.
 KV0730
 KV0730.The dynamic height is computed by dividing the NAVD 88
 KV0730.geopotential number by the normal gravity value computed on the
 KV0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0730.degrees latitude (g = 980.6199 gals.).
 KV0730
 KV0730.The modeled gravity was interpolated from observed gravity values.
 KV0730
 KV0730;                    North         East    Units  Estimated Accuracy
 KV0730;SPC NJ       -   176,960.      183,920.      MT  (+/- 180 meters Scaled)
 KV0730
 KV0730                          SUPERSEDED SURVEY CONTROL
 KV0730
 KV0730  NGVD 29 (04/16/92)    4.221  (m)           13.85   (f) ADJUSTED    1 2
 KV0730
 KV0730.Superseded values are not recommended for survey control.
 KV0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0730.See file dsdata.txt to determine how the superseded data were derived.
 KV0730
 KV0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK763755(NAD 83)
 KV0730_MARKER: DB = BENCH MARK DISK
 KV0730_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0730_SP_SET: BRICK FOUNDATION
 KV0730_STAMPING: G 1 14.078
 KV0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0730
 KV0730  HISTORY     - Date     Condition        Report By
 KV0730  HISTORY     - UNK      MONUMENTED       CGS
 KV0730  HISTORY     - 1964     GOOD             CGS
 KV0730  HISTORY     - 1979     GOOD             NGS
 KV0730  HISTORY     - 1985     GOOD             LOCSUR
 KV0730  HISTORY     - 1986     GOOD             USPSQD
 KV0730  HISTORY     - 20011204 GOOD             GRAGEL
 KV0730
 KV0730                          STATION DESCRIPTION
 KV0730
 KV0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0730'AT PORT MONMOUTH.
 KV0730'AT PORT MONMOUTH, ABOUT 0.2 MILE EAST ALONG STATE HIGHWAY
 KV0730'36 FROM THE PORT MONMOUTH PUBLIC SCHOOL, THENCE 0.15 MILE NORTH
 KV0730'ON WILSON AVENUE TO HOUSE NUMBER 181 AND THE RAILROAD CROSSING,
 KV0730'52.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 52.0 FEET SOUTHEAST
 KV0730'OF THE CENTER LINE OF WILSON AVENUE, 43.0 FEET NORTH OF POWER
 KV0730'LINE POLE NUMBER BT 40343 MDT, ABOUT 225 FEET SOUTHEAST OF THE
 KV0730'SOUTHEAST CORNER OF RAILROAD STATION, ABOUT 1 1/2 FEET ABOVE
 KV0730'THE GROUND AND SET VERTICALLY IN THE NORTH FACE OF A RED BRICK
 KV0730'FOUNDATION TO HOUSE NUMBER 181.
 KV0730
 KV0730                          STATION RECOVERY (1979)
 KV0730
 KV0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0730'RECOVERED IN GOOD CONDITION.
 KV0730
 KV0730                          STATION RECOVERY (1985)
 KV0730
 KV0730'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 KV0730'RECOVERED IN GOOD CONDITION.
 KV0730
 KV0730                          STATION RECOVERY (1986)
 KV0730
 KV0730'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0730'RECOVERED IN GOOD CONDITION.
 KV0730
 KV0730                          STATION RECOVERY (2001)
 KV0730
 KV0730'RECOVERY NOTE BY GRAVATT GELLER AND ASSOCIATES 2001 (RWS)
 KV0730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0663 ***********************************************************************
 JU0663  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0663  DESIGNATION -  G 10
 JU0663  PID         -  JU0663
 JU0663  STATE/COUNTY-  NJ/GLOUCESTER
 JU0663  USGS QUAD   -  BRIDGEPORT (1995)
 JU0663
 JU0663                         *CURRENT SURVEY CONTROL
 JU0663  ___________________________________________________________________
 JU0663* NAD 83(1986)-  39 47 56.     (N)    075 21 05.     (W)     SCALED    
 JU0663* NAVD 88     -         2.575  (meters)       8.45   (feet)  POSTED    
 JU0663  ___________________________________________________________________
 JU0663  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU0663  DYNAMIC HT  -           2.570 (meters)       8.43  (feet)  COMP
 JU0663  MODELED GRAV-     980,167.4   (mgal)                       NAVD 88
 JU0663
 JU0663  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0663
 JU0663.The horizontal coordinates were scaled from a topographic map and have
 JU0663.an estimated accuracy of +/- 6 seconds.
 JU0663
 JU0663.The orthometric height was determined by differential leveling
 JU0663.and adjusted by the National Geodetic Survey in 1992..
 JU0663.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0663.rate of 0.0 thru 1.0 mm/km.
 JU0663
 JU0663.This Tidal Bench Mark is designated as VM 11475
 JU0663.by the Center for Operational Oceanographic Products and Services.
 JU0663
 JU0663.The geoid height was determined by GEOID03.
 JU0663
 JU0663.The dynamic height is computed by dividing the NAVD 88
 JU0663.geopotential number by the normal gravity value computed on the
 JU0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0663.degrees latitude (g = 980.6199 gals.).
 JU0663
 JU0663.The modeled gravity was interpolated from observed gravity values.
 JU0663
 JU0663;                    North         East    Units  Estimated Accuracy
 JU0663;SPC NJ       -   107,530.       77,090.      MT  (+/- 180 meters Scaled)
 JU0663
 JU0663                          SUPERSEDED SURVEY CONTROL
 JU0663
 JU0663  NGVD 29 (??/??/??)    2.929  (m)            9.61   (f) ADJUSTED    1 2
 JU0663
 JU0663.Superseded values are not recommended for survey control.
 JU0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0663.See file dsdata.txt to determine how the superseded data were derived.
 JU0663
 JU0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK699054(NAD 83)
 JU0663_MARKER: DB = BENCH MARK DISK
 JU0663_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU0663_SP_SET: SEMAPHORE BASE
 JU0663_STAMPING: 9.610 G 10 1930
 JU0663_MARK LOGO: CGS   
 JU0663_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0663+STABILITY: SURFACE MOTION
 JU0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0663+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1995
 JU0663
 JU0663  HISTORY     - Date     Condition        Report By
 JU0663  HISTORY     - 1930     MONUMENTED       CGS
 JU0663  HISTORY     - 1946     GOOD             CGS
 JU0663  HISTORY     - 19950124 GOOD             NJGS
 JU0663
 JU0663                          STATION DESCRIPTION
 JU0663
 JU0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0663'AT BRIDGEPORT.
 JU0663'AT BRIDGEPORT, GLOUCESTER COUNTY, ON THE PENNSYLVANIA-READING
 JU0663'SEASHORE LINES, 118.6 FEET WEST OF THE STATION, 35.2 FEET SOUTH
 JU0663'OF A PACKINGHOUSE, 6.7 FEET NORTH OF THE NORTH RAIL, AT A
 JU0663'SEMAPHORE, AND IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE
 JU0663'BASE.  A STANDARD DISK, STAMPED 9.610 G 10 1930.
 JU0663
 JU0663                          STATION RECOVERY (1946)
 JU0663
 JU0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 JU0663'RECOVERED IN GOOD CONDITION.
 JU0663
 JU0663                          STATION RECOVERY (1995)
 JU0663
 JU0663'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0663'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2336 ***********************************************************************
 JU2336  DESIGNATION -  G 100
 JU2336  PID         -  JU2336
 JU2336  STATE/COUNTY-  NJ/CAPE MAY
 JU2336  USGS QUAD   -  WOODBINE (1972)
 JU2336
 JU2336                         *CURRENT SURVEY CONTROL
 JU2336  ___________________________________________________________________
 JU2336* NAD 83(1986)-  39 09 15.     (N)    074 45 28.     (W)     SCALED    
 JU2336* NAVD 88     -         7.207  (meters)      23.64   (feet)  ADJUSTED  
 JU2336  ___________________________________________________________________
 JU2336  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 JU2336  DYNAMIC HT  -           7.203 (meters)      23.63  (feet)  COMP
 JU2336  MODELED GRAV-     980,076.3   (mgal)                       NAVD 88
 JU2336  OBS GRAVITY -     980,075.8   (mgal)                       GRAV_OBS
 JU2336
 JU2336  VERT ORDER  -  FIRST     CLASS II
 JU2336
 JU2336.The horizontal coordinates were scaled from a topographic map and have
 JU2336.an estimated accuracy of +/- 6 seconds.
 JU2336
 JU2336.The orthometric height was determined by differential leveling
 JU2336.and adjusted by the National Geodetic Survey in June 1991..
 JU2336
 JU2336.The geoid height was determined by GEOID03.
 JU2336
 JU2336.The dynamic height is computed by dividing the NAVD 88
 JU2336.geopotential number by the normal gravity value computed on the
 JU2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2336.degrees latitude (g = 980.6199 gals.).
 JU2336
 JU2336.The modeled gravity was interpolated from observed gravity values.
 JU2336.The observed gravity was obtained from relative gravimeter ties
 JU2336.to the IGSN71 gravity network.
 JU2336
 JU2336;                    North         East    Units  Estimated Accuracy
 JU2336;SPC NJ       -    35,650.      127,720.      MT  (+/- 180 meters Scaled)
 JU2336
 JU2336                          SUPERSEDED SURVEY CONTROL
 JU2336
 JU2336  NGVD 29 (01/10/92)    7.595  (m)           24.92   (f) ADJUSTED    1 2
 JU2336
 JU2336.Superseded values are not recommended for survey control.
 JU2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2336.See file dsdata.txt to determine how the superseded data were derived.
 JU2336
 JU2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ209339(NAD 83)
 JU2336_MARKER: I = METAL ROD
 JU2336_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2336_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JU2336_STAMPING: G 100 1978
 JU2336_MARK LOGO: NGS   
 JU2336_PROJECTION: FLUSH
 JU2336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU2336+STABILITY: POSITION/ELEVATION WELL
 JU2336_ROD/PIPE-DEPTH: 9.14 meters
 JU2336_SLEEVE-DEPTH  : 6.10 meters
 JU2336
 JU2336  HISTORY     - Date     Condition        Report By
 JU2336  HISTORY     - 1978     MONUMENTED       NGS
 JU2336  HISTORY     - 1979     GOOD             NGS
 JU2336
 JU2336                          STATION DESCRIPTION
 JU2336
 JU2336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 JU2336'0.4 MI NE OF CLERMONT.
 JU2336'0.4 MILE (0.6 KM) NORTHEAST ALONG US HIGHWAY 9, SHORE ROAD, FROM THE
 JU2336'INTERSECTION OF HIGHWAY 9 AND STATE HIGHWAY 83, AT THE INTERSECTION OF
 JU2336'HIGHWAY 9 AND HAGAN ROAD, 26 FEET (7.9 M) SOUTHEAST OF THE CENTERLINE
 JU2336'OF HIGHWAY 9, ABOUT 25 FEET (7.6 M) NORTHEAST OF APPROXIMATE
 JU2336'CENTERLINE OF HAGAN ROAD, ABOUT 100 FEET (30.5 M) WEST OF THE WEST
 JU2336'CORNER OF A ONE-STORY RESIDENCE AT 467 SHORE ROAD, AND 4 FEET (1.2 M)
 JU2336'SOUTHEAST OF ACE SYSTEM POWER POLE 1243 WITH ONE GUY WIRE.  ABOUT
 JU2336'LEVEL WITH ROAD.  THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A
 JU2336'LEVEL LINE JUNCTION MARK.
 JU2336
 JU2336                          STATION RECOVERY (1979)
 JU2336
 JU2336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU2336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3414 ***********************************************************************
 KV3414  DESIGNATION -  G 101
 KV3414  PID         -  KV3414
 KV3414  STATE/COUNTY-  NJ/BERGEN
 KV3414  USGS QUAD   -  ORANGE (1981)
 KV3414
 KV3414                         *CURRENT SURVEY CONTROL
 KV3414  ___________________________________________________________________
 KV3414* NAD 83(1996)-  40 47 49.60822(N)    074 08 17.21878(W)     ADJUSTED  
 KV3414* NAVD 88     -         4.341  (meters)      14.24   (feet)  ADJUSTED  
 KV3414  ___________________________________________________________________
 KV3414  X           -   1,321,586.934 (meters)                     COMP
 KV3414  Y           -  -4,651,208.594 (meters)                     COMP
 KV3414  Z           -   4,145,374.549 (meters)                     COMP
 KV3414  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 KV3414  ELLIP HEIGHT-         -27.84  (meters)          (10/23/02) GPS OBS
 KV3414  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KV3414  DYNAMIC HT  -           4.339 (meters)      14.24  (feet)  COMP
 KV3414  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 KV3414
 KV3414  HORZ ORDER  -  FIRST
 KV3414  VERT ORDER  -  FIRST     CLASS II
 KV3414  ELLP ORDER  -  FOURTH    CLASS I
 KV3414
 KV3414.The horizontal coordinates were established by GPS observations
 KV3414.and adjusted by the National Geodetic Survey in May 1999..
 KV3414
 KV3414.The orthometric height was determined by differential leveling
 KV3414.and adjusted by the National Geodetic Survey in June 1991..
 KV3414
 KV3414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV3414
 KV3414.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3414
 KV3414.The ellipsoidal height was determined by GPS observations
 KV3414.and is referenced to NAD 83.
 KV3414
 KV3414.The geoid height was determined by GEOID03.
 KV3414
 KV3414.The dynamic height is computed by dividing the NAVD 88
 KV3414.geopotential number by the normal gravity value computed on the
 KV3414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3414.degrees latitude (g = 980.6199 gals.).
 KV3414
 KV3414.The modeled gravity was interpolated from observed gravity values.
 KV3414
 KV3414;                    North         East     Units Scale Factor Converg.
 KV3414;SPC NJ       -   218,081.876   180,537.297   MT  0.99991147   +0 14 11.2
 KV3414;SPC NJ       -   715,490.29    592,312.78   sFT  0.99991147   +0 14 11.2
 KV3414;UTM  18      - 4,516,592.446   572,707.957   MT  0.99966507   +0 33 47.4
 KV3414
 KV3414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3414!SPC NJ       -   1.00000437  x   0.99991147  =   0.99991584
 KV3414!UTM  18      -   1.00000437  x   0.99966507  =   0.99966944
 KV3414
 KV3414                          SUPERSEDED SURVEY CONTROL
 KV3414
 KV3414  ELLIP H (05/14/99)  -27.83   (m)                       GP(       ) 4 1
 KV3414  NAD 83(1996)-  40 47 49.60798(N)    074 08 17.21897(W) AD(       ) 1
 KV3414  NAD 83(1986)-  40 47 49.60585(N)    074 08 17.22136(W) AD(       ) 1
 KV3414  NAD 83(1986)-  40 47 49.60718(N)    074 08 17.21216(W) AD(       ) 3
 KV3414  NAD 27      -  40 47 49.24124(N)    074 08 18.69333(W) AD(       ) 3
 KV3414  NAVD 88 (11/16/93)    4.34   (m)           14.2    (f) LEVELING    3  
 KV3414  NGVD 29 (??/??/??)    4.661  (m)           15.29   (f) ADJUSTED    1 2
 KV3414
 KV3414.Superseded values are not recommended for survey control.
 KV3414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3414.See file dsdata.txt to determine how the superseded data were derived.
 KV3414
 KV3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7270816592(NAD 83)
 KV3414_MARKER: DV = VERTICAL CONTROL DISK
 KV3414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3414_SP_SET: STAINLESS STEEL ROD
 KV3414_STAMPING: G 101 1979
 KV3414_MARK LOGO: NGS   
 KV3414_PROJECTION: RECESSED 5 CENTIMETERS
 KV3414_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3414+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 KV3414_ROD/PIPE-DEPTH: 8.84 meters
 KV3414
 KV3414  HISTORY     - Date     Condition        Report By
 KV3414  HISTORY     - 1979     MONUMENTED       NGS
 KV3414  HISTORY     - 19870827 GOOD
 KV3414  HISTORY     - 19920218 GOOD             NJGS
 KV3414  HISTORY     - 19950222 GOOD             NJGS
 KV3414  HISTORY     - 19980929 GOOD             PORANY
 KV3414  HISTORY     - 20010830 GOOD             TWT
 KV3414  HISTORY     - 20031016 GOOD             KSENG
 KV3414  HISTORY     - 20050412 GOOD             BOSWEL
 KV3414  HISTORY     - 20060328 GOOD             KSENG
 KV3414
 KV3414                          STATION DESCRIPTION
 KV3414
 KV3414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3414'IN NORTH ARLINGTON.
 KV3414'IN NORTH ARLINGTON 0.3 MILE SOUTHWEST ALONG STUYVESANT STREET FROM
 KV3414'THE INTERSECTION OF KINGLAND AVENUE, THENCE 0.6 MILE SOUTH SOUTHEAST
 KV3414'ALONG RIVER ROAD TO THE MARK ON THE LEFT, ON THE SOUTHEAST SIDE OF
 KV3414'THE SIDEWALK IN FRONT OF HOUSE NUMBER 352, 44 FEET NORTHWEST OF
 KV3414'NORTH CORNER OF THE HOUSE (352), 22 FEET SOUTHEAST OF THE CENTER LINE
 KV3414'OF THE ROAD, 5 FEET SOUTHEAST OF POWER POLE 60351-NA, WITH A GUY WIRE,
 KV3414'12.4 FEET NORTHWEST OF THE BASE OF THE GUY WIRE, 1 FOOT SOUTHEAST OF
 KV3414'THE SOUTHEAST SIDE OF THE SIDEWALK.
 KV3414'THE MARK IS 1 FT ABOVE ROAD.
 KV3414
 KV3414                          STATION RECOVERY (1987)
 KV3414
 KV3414'RECOVERED 1987
 KV3414'RECOVERED IN GOOD CONDITION.
 KV3414
 KV3414                          STATION RECOVERY (1992)
 KV3414
 KV3414'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV3414'THE STATION IS LOCATED IN THE BOROUGH OF NORTH ARLINGTON ON THE
 KV3414'SOUTHEAST SIDE OF RIVER ROAD.  TO REACH THE STATION FROM THE
 KV3414'INTERSECTION OF STATE HIGHWAY 17 SOUTH, RIDGE ROAD AND SUNSET AVENUE,
 KV3414'TURN RIGHT AND GO 0.5 MI (0.8 KM) TO THE INTERSECTION OF SUNSET AND
 KV3414'RIVER ROAD.  TURN RIGHT AND GO 0.4 MI (0.6 KM) TO THE STATION ON THE
 KV3414'RIGHT SET IN THE FRONT LAWN OF HOUSE NUMBER 352, A TWO STORY CAPE COD
 KV3414'DWELLING.  THE STATION IS 13.5 M (44.3 FT) NORTH NORTHWEST FROM THE
 KV3414'NORTH CORNER OF HOUSE NUMBER 352, 17.4 M (57.1 FT) NORTH FROM THE
 KV3414'WEST CORNER OF HOUSE NUMBER 352, 6.6 M (21.7 FT) SOUTHEAST FROM THE
 KV3414'CENTERLINE OF RIVER ROAD, 2.1 M (6.9 FT) EAST SOUTHEAST FROM POLE
 KV3414'NUMBER 60351 NA, 0.3 M (1.0 FT) SOUTHEAST FROM THE EDGE OF THE
 KV3414'SIDEWALK AND 2.9 M (9.5 FT) FROM THE CENTERLINE OF A PAVED DRIVEWAY
 KV3414'TO HOUSE NUMBER 354.
 KV3414
 KV3414                          STATION RECOVERY (1995)
 KV3414
 KV3414'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV3414'RECOVERED AS DESCRIBED.
 KV3414
 KV3414                          STATION RECOVERY (1998)
 KV3414
 KV3414'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 1998 (SSZ)
 KV3414'RECOVERED IN GOOD CONDITION.
 KV3414
 KV3414                          STATION RECOVERY (2001)
 KV3414
 KV3414'RECOVERY NOTE BY TWT CONS ENG 2001 (JTS)
 KV3414'RECOVERED IN GOOD CONDITION.
 KV3414
 KV3414                          STATION RECOVERY (2003)
 KV3414
 KV3414'RECOVERY NOTE BY KS ENGINEERS PC 2003 (HGP)
 KV3414'RECOVERED IN GOOD CONDITION.
 KV3414
 KV3414                          STATION RECOVERY (2005)
 KV3414
 KV3414'RECOVERY NOTE BY BOSWELL ENGINEERING 2005 (AB)
 KV3414'RECOVERED IN GOOD CONDITION.
 KV3414
 KV3414                          STATION RECOVERY (2006)
 KV3414
 KV3414'RECOVERY NOTE BY KS ENGINEERS PC 2006
 KV3414'FOUND IN GOOD CONDITION. DIRECTIONS AND DESCRIPTION ARE GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3442 ***********************************************************************
 KV3442  DESIGNATION -  G 102
 KV3442  PID         -  KV3442
 KV3442  STATE/COUNTY-  NJ/MORRIS
 KV3442  USGS QUAD   -  POMPTON PLAINS (1995)
 KV3442
 KV3442                         *CURRENT SURVEY CONTROL
 KV3442  ___________________________________________________________________
 KV3442* NAD 83(1986)-  40 59 15.     (N)    074 18 05.     (W)     SCALED    
 KV3442* NAVD 88     -        64.069  (meters)     210.20   (feet)  ADJUSTED  
 KV3442  ___________________________________________________________________
 KV3442  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KV3442  DYNAMIC HT  -          64.043 (meters)     210.11  (feet)  COMP
 KV3442  MODELED GRAV-     980,210.2   (mgal)                       NAVD 88
 KV3442
 KV3442  VERT ORDER  -  FIRST     CLASS II
 KV3442
 KV3442.The horizontal coordinates were scaled from a topographic map and have
 KV3442.an estimated accuracy of +/- 6 seconds.
 KV3442
 KV3442.The orthometric height was determined by differential leveling
 KV3442.and adjusted by the National Geodetic Survey in June 1991..
 KV3442
 KV3442.The geoid height was determined by GEOID03.
 KV3442
 KV3442.The dynamic height is computed by dividing the NAVD 88
 KV3442.geopotential number by the normal gravity value computed on the
 KV3442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3442.degrees latitude (g = 980.6199 gals.).
 KV3442
 KV3442.The modeled gravity was interpolated from observed gravity values.
 KV3442
 KV3442;                    North         East    Units  Estimated Accuracy
 KV3442;SPC NJ       -   239,180.      166,710.      MT  (+/- 180 meters Scaled)
 KV3442
 KV3442                          SUPERSEDED SURVEY CONTROL
 KV3442
 KV3442  NGVD 29 (??/??/??)   64.379  (m)          211.22   (f) ADJUSTED    1 2
 KV3442
 KV3442.Superseded values are not recommended for survey control.
 KV3442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3442.See file dsdata.txt to determine how the superseded data were derived.
 KV3442
 KV3442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL587376(NAD 83)
 KV3442_MARKER: DV = VERTICAL CONTROL DISK
 KV3442_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3442_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KV3442_STAMPING: G 102 1979
 KV3442_MARK LOGO: NGS   
 KV3442_PROJECTION: RECESSED 10 CENTIMETERS
 KV3442_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3442_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3442+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2004
 KV3442_ROD/PIPE-DEPTH: 6    meters
 KV3442
 KV3442  HISTORY     - Date     Condition        Report By
 KV3442  HISTORY     - 1979     MONUMENTED       NGS
 KV3442  HISTORY     - 19940602 GOOD             NJGS
 KV3442  HISTORY     - 20040211 GOOD             INDIV
 KV3442
 KV3442                          STATION DESCRIPTION
 KV3442
 KV3442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3442'IN RIVERDALE.
 KV3442'IN RIVERDALE, 0.15 MILE NORTH ALONG STATE ROUTE ALT. 511 (NEWARK
 KV3442'POMPTON TURNPIKE) FROM THE JUNCTION OF STATE ROUTE 23 (AT THE
 KV3442'TRAFIC CIRCLE) ON THE SOUTH SIDE OF THE FLAG POLE OF THE NEW JERSEY
 KV3442'ARMY NATIONAL GUARD ARMORY, 86.5 FEET EAST OF THE CENTER LINE OF
 KV3442'ROUTE ALT. 511, 56.4 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 KV3442'ARMORY, 41 FEET NORTHEAST OF POWER POLE 34040-R1, 4 FEET SOUTH OF
 KV3442'THE FLAG POLE.
 KV3442'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 KV3442
 KV3442                          STATION RECOVERY (1994)
 KV3442
 KV3442'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 KV3442'RECOVERED AS DESCRIBED.
 KV3442
 KV3442                          STATION RECOVERY (2004)
 KV3442
 KV3442'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DRA)
 KV3442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2271 ***********************************************************************
 LY2271  DESIGNATION -  G 103
 LY2271  PID         -  LY2271
 LY2271  STATE/COUNTY-  NJ/BERGEN
 LY2271  USGS QUAD   -  RAMSEY (1995)
 LY2271
 LY2271                         *CURRENT SURVEY CONTROL
 LY2271  ___________________________________________________________________
 LY2271* NAD 83(1986)-  41 02 32.     (N)    074 07 44.     (W)     SCALED    
 LY2271* NAVD 88     -       110.440  (meters)     362.34   (feet)  ADJUSTED  
 LY2271  ___________________________________________________________________
 LY2271  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 LY2271  DYNAMIC HT  -         110.395 (meters)     362.19  (feet)  COMP
 LY2271  MODELED GRAV-     980,220.2   (mgal)                       NAVD 88
 LY2271
 LY2271  VERT ORDER  -  FIRST     CLASS II
 LY2271
 LY2271.The horizontal coordinates were scaled from a topographic map and have
 LY2271.an estimated accuracy of +/- 6 seconds.
 LY2271
 LY2271.The orthometric height was determined by differential leveling
 LY2271.and adjusted by the National Geodetic Survey in June 1991..
 LY2271
 LY2271.The geoid height was determined by GEOID03.
 LY2271
 LY2271.The dynamic height is computed by dividing the NAVD 88
 LY2271.geopotential number by the normal gravity value computed on the
 LY2271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2271.degrees latitude (g = 980.6199 gals.).
 LY2271
 LY2271.The modeled gravity was interpolated from observed gravity values.
 LY2271
 LY2271;                    North         East    Units  Estimated Accuracy
 LY2271;SPC NJ       -   245,300.      181,200.      MT  (+/- 180 meters Scaled)
 LY2271
 LY2271                          SUPERSEDED SURVEY CONTROL
 LY2271
 LY2271  NGVD 29 (??/??/92)  110.748  (m)          363.35   (f) ADJ UNCH    1 2
 LY2271
 LY2271.Superseded values are not recommended for survey control.
 LY2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2271.See file dsdata.txt to determine how the superseded data were derived.
 LY2271
 LY2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL732438(NAD 83)
 LY2271_MARKER: DV = VERTICAL CONTROL DISK
 LY2271_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2271_SP_SET: STAINLESS STEEL ROD
 LY2271_STAMPING: G 103 1979
 LY2271_MARK LOGO: NGS   
 LY2271_PROJECTION: FLUSH
 LY2271_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2271+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1992
 LY2271_ROD/PIPE-DEPTH: 3.05 meters
 LY2271
 LY2271  HISTORY     - Date     Condition        Report By
 LY2271  HISTORY     - 1979     MONUMENTED       NGS
 LY2271  HISTORY     - 19920129 GOOD             NJGS
 LY2271
 LY2271                          STATION DESCRIPTION
 LY2271
 LY2271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2271'2.15 MI SOUTH FROM RAMSEY.
 LY2271'2.15 MILES SOUTH ALONG FRANKLIN TURNPIKE FROM THE MAIN ENTRANCE TO
 LY2271'DON BOSCO HIGH SCHOOL AT RAMSEY, AT THE JUNCTION OF CRESCENT AVENUE,
 LY2271'183.0 FEET NORTHEAST ALONG THE NORTHWEST SIDE OF THE AVENUE FROM
 LY2271'THE CENTER LINE OF THE TURNPIKE, 2.8 FEET NORTHWEST OF THE NORTHWEST
 LY2271'CURB OF THE AVENUE, 81.3 FEET NORTHEAST OF POWER POLE 20243 AE,
 LY2271'3.0 FEET SOUTHWEST OF POWER POLE 20244 AE.
 LY2271'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 LY2271'THE MARK IS ABOVE LEVEL WITH TURNPIKE.
 LY2271
 LY2271                          STATION RECOVERY (1992)
 LY2271
 LY2271'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 LY2271'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0059 ***********************************************************************
 KV0059  DESIGNATION -  G 11
 KV0059  PID         -  KV0059
 KV0059  STATE/COUNTY-  NJ/UNION
 KV0059  USGS QUAD   -  ROSELLE (1995)
 KV0059
 KV0059                         *CURRENT SURVEY CONTROL
 KV0059  ___________________________________________________________________
 KV0059* NAD 83(1986)-  40 38 41.     (N)    074 15 14.     (W)     SCALED    
 KV0059* NAVD 88     -        11.505  (meters)      37.75   (feet)  ADJUSTED  
 KV0059  ___________________________________________________________________
 KV0059  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KV0059  DYNAMIC HT  -          11.500 (meters)      37.73  (feet)  COMP
 KV0059  MODELED GRAV-     980,214.1   (mgal)                       NAVD 88
 KV0059
 KV0059  VERT ORDER  -  FIRST     CLASS II
 KV0059
 KV0059.The horizontal coordinates were scaled from a topographic map and have
 KV0059.an estimated accuracy of +/- 6 seconds.
 KV0059
 KV0059.The orthometric height was determined by differential leveling
 KV0059.and adjusted by the National Geodetic Survey in June 1991..
 KV0059
 KV0059.The geoid height was determined by GEOID03.
 KV0059
 KV0059.The dynamic height is computed by dividing the NAVD 88
 KV0059.geopotential number by the normal gravity value computed on the
 KV0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0059.degrees latitude (g = 980.6199 gals.).
 KV0059
 KV0059.The modeled gravity was interpolated from observed gravity values.
 KV0059
 KV0059;                    North         East    Units  Estimated Accuracy
 KV0059;SPC NJ       -   201,130.      170,820.      MT  (+/- 180 meters Scaled)
 KV0059
 KV0059                          SUPERSEDED SURVEY CONTROL
 KV0059
 KV0059  NGVD 29 (??/??/??)   11.845  (m)           38.86   (f) ADJUSTED    1 2
 KV0059
 KV0059.Superseded values are not recommended for survey control.
 KV0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0059.See file dsdata.txt to determine how the superseded data were derived.
 KV0059
 KV0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK630995(NAD 83)
 KV0059_MARKER: DB = BENCH MARK DISK
 KV0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0059_SP_SET: COPING
 KV0059_STAMPING: 38.861 G 11 1933
 KV0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0059
 KV0059  HISTORY     - Date     Condition        Report By
 KV0059  HISTORY     - 1933     MONUMENTED       CGS
 KV0059  HISTORY     - 1965     MARK NOT FOUND   CGS
 KV0059  HISTORY     - 19940815 MARK NOT FOUND   USPSQD
 KV0059
 KV0059                          STATION DESCRIPTION
 KV0059
 KV0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0059'AT ROSELLE.
 KV0059'AT ROSELLE, UNION COUNTY, ON ST. GEORGE STREET, AT THE NORTH END
 KV0059'OF LINCOLN STREET, 30 FEET WEST OF THE BATLIMORE AND OHIO
 KV0059'RAILROAD CROSSING, 30 FEET NORTH OF THE CENTERLINE OF ST.
 KV0059'GEORGE STREET, AT THE NORTH END OF A CONCRETE BOX CULVERT, IN
 KV0059'THE TOP OF THE EAST END OF THE COPING, AND LEVEL WITH THE
 KV0059'SIDEWALK.  A STANDARD DISK, STAMPED 38.861 G 11 1933.
 KV0059
 KV0059                          STATION RECOVERY (1994)
 KV0059
 KV0059'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0139 ***********************************************************************
 KV0139  DESIGNATION -  G 12
 KV0139  PID         -  KV0139
 KV0139  STATE/COUNTY-  NJ/BERGEN
 KV0139  USGS QUAD   -  WEEHAWKEN (1995)
 KV0139
 KV0139                         *CURRENT SURVEY CONTROL
 KV0139  ___________________________________________________________________
 KV0139* NAD 83(1986)-  40 52 12.     (N)    074 03 50.     (W)     SCALED    
 KV0139* NAVD 88     -        14.350  (meters)      47.08   (feet)  ADJUSTED  
 KV0139  ___________________________________________________________________
 KV0139  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 KV0139  DYNAMIC HT  -          14.344 (meters)      47.06  (feet)  COMP
 KV0139  MODELED GRAV-     980,236.7   (mgal)                       NAVD 88
 KV0139
 KV0139  VERT ORDER  -  FIRST     CLASS II
 KV0139
 KV0139.The horizontal coordinates were scaled from a topographic map and have
 KV0139.an estimated accuracy of +/- 6 seconds.
 KV0139
 KV0139.The orthometric height was determined by differential leveling
 KV0139.and adjusted by the National Geodetic Survey in June 1991..
 KV0139
 KV0139.The geoid height was determined by GEOID03.
 KV0139
 KV0139.The dynamic height is computed by dividing the NAVD 88
 KV0139.geopotential number by the normal gravity value computed on the
 KV0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0139.degrees latitude (g = 980.6199 gals.).
 KV0139
 KV0139.The modeled gravity was interpolated from observed gravity values.
 KV0139
 KV0139;                    North         East    Units  Estimated Accuracy
 KV0139;SPC NJ       -   226,200.      186,760.      MT  (+/- 180 meters Scaled)
 KV0139
 KV0139                          SUPERSEDED SURVEY CONTROL
 KV0139
 KV0139  NGVD 29 (??/??/??)   14.660  (m)           48.10   (f) ADJUSTED    1 2
 KV0139
 KV0139.Superseded values are not recommended for survey control.
 KV0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0139.See file dsdata.txt to determine how the superseded data were derived.
 KV0139
 KV0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL788247(NAD 83)
 KV0139_MARKER: DB = BENCH MARK DISK
 KV0139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0139_SP_SET: BRIDGE
 KV0139_STAMPING: 48.097 G 12 1933
 KV0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0139
 KV0139  HISTORY     - Date     Condition        Report By
 KV0139  HISTORY     - 1933     MONUMENTED       CGS
 KV0139  HISTORY     - 1956     GOOD             CGS
 KV0139  HISTORY     - 1979     GOOD             NGS
 KV0139  HISTORY     - 20060413 MARK NOT FOUND   GEOCAC
 KV0139
 KV0139                          STATION DESCRIPTION
 KV0139
 KV0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0139'AT HASBROUCK HEIGHTS.
 KV0139'AT HASBROUCK HEIGHTS, BERGEN COUNTY, 150 YARDS WEST OF THE CITY
 KV0139'LIMITS OF HACKENSACK, ON TERRACE AVENUE, AT THE BRIDGE OVER STATE
 KV0139'HIGHWAY 17, IN THE TOP OF THE EAST END OF THE SOUTH BALUSTRADE,
 KV0139'25 FEET SOUTH OF THE CENTERLINE OF TERRACE AVENUE, AND ABOUT
 KV0139'4 FEET HIGHER THAN THE SIDEWALK.  A STANDARD DISK, STAMPED 48.097
 KV0139'G 12 1933.
 KV0139
 KV0139                          STATION RECOVERY (1979)
 KV0139
 KV0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0139'RECOVERED IN GOOD CONDITION.
 KV0139
 KV0139                          STATION RECOVERY (2006)
 KV0139
 KV0139'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0139'THERE IS A NEW BRIDGE HERE, BUILT IN 1988.  THE MARK HAS BEEN
 KV0139'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0396 ***********************************************************************
 LY0396  DESIGNATION -  G 13
 LY0396  PID         -  LY0396
 LY0396  STATE/COUNTY-  NJ/MORRIS
 LY0396  USGS QUAD   -  WANAQUE (1971)
 LY0396
 LY0396                         *CURRENT SURVEY CONTROL
 LY0396  ___________________________________________________________________
 LY0396* NAD 83(1986)-  41 00 17.     (N)    074 20 45.     (W)     SCALED    
 LY0396* NAVD 88     -       105.561  (meters)     346.33   (feet)  ADJUSTED  
 LY0396  ___________________________________________________________________
 LY0396  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LY0396  DYNAMIC HT  -         105.516 (meters)     346.18  (feet)  COMP
 LY0396  MODELED GRAV-     980,198.0   (mgal)                       NAVD 88
 LY0396
 LY0396  VERT ORDER  -  FIRST     CLASS II
 LY0396
 LY0396.The horizontal coordinates were scaled from a topographic map and have
 LY0396.an estimated accuracy of +/- 6 seconds.
 LY0396
 LY0396.The orthometric height was determined by differential leveling
 LY0396.and adjusted by the National Geodetic Survey in June 1991..
 LY0396
 LY0396.The geoid height was determined by GEOID03.
 LY0396
 LY0396.The dynamic height is computed by dividing the NAVD 88
 LY0396.geopotential number by the normal gravity value computed on the
 LY0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0396.degrees latitude (g = 980.6199 gals.).
 LY0396
 LY0396.The modeled gravity was interpolated from observed gravity values.
 LY0396
 LY0396;                    North         East    Units  Estimated Accuracy
 LY0396;SPC NJ       -   241,080.      162,970.      MT  (+/- 180 meters Scaled)
 LY0396
 LY0396                          SUPERSEDED SURVEY CONTROL
 LY0396
 LY0396  NGVD 29 (??/??/92)  105.871  (m)          347.35   (f) ADJ UNCH    1 2
 LY0396
 LY0396.Superseded values are not recommended for survey control.
 LY0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0396.See file dsdata.txt to determine how the superseded data were derived.
 LY0396
 LY0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL550394(NAD 83)
 LY0396_MARKER: DB = BENCH MARK DISK
 LY0396_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LY0396_SP_SET: NORTHEAST CORNER ABUTMENT
 LY0396_STAMPING: G 13 347.083 1933
 LY0396_MARK LOGO: CGS   
 LY0396_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0396+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1991
 LY0396
 LY0396  HISTORY     - Date     Condition        Report By
 LY0396  HISTORY     - 1933     MONUMENTED       CGS
 LY0396  HISTORY     - 1934     GOOD             NGS
 LY0396  HISTORY     - 1979     GOOD             NGS
 LY0396  HISTORY     - 19910711 GOOD             NJGS
 LY0396
 LY0396                          STATION DESCRIPTION
 LY0396
 LY0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0396'AT BUTLER.
 LY0396'AT BUTLER, MORRIS COUNTY, ABOUT 1,000 FEET WEST OF THE NEW
 LY0396'YORK, SUSQUEHANNA AND WESTERN RAILROAD STATION, AT BRIDGE 37.84
 LY0396'OVER PEQUANNOCK RIVER, IN THE TOP OF THE NORTH END OF THE EAST
 LY0396'ABUTMENT, 14 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT
 LY0396'LOWER THAN THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED
 LY0396'347.083 G 13 1933.
 LY0396
 LY0396                          STATION RECOVERY (1979)
 LY0396
 LY0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0396'RECOVERED IN GOOD CONDITION.
 LY0396
 LY0396                          STATION RECOVERY (1991)
 LY0396
 LY0396'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 LY0396'THE STATION IS LOCATE IN THE BOROUGH OF BUTLER IN PASSAIC COUNTY ON
 LY0396'THE TOP OF THE NORTHEAST CORNER ABUTMENT OF A SINGLE SPAN THROUGH
 LY0396'GIRDER BRIDGE, NUMBER 37.84, OVER THE PEQUANNOCK RIVER, LOCATED IN
 LY0396'THE NEW YORK SUSQUEHANNA AND WESTERN RAILROAD TRACK MAINTENANCE YARD.
 LY0396'TO REACH THE STATION FORM THE INTERSECTION OF STATE HIGHWAY 23 AND
 LY0396'BOONTON AVENUE, COUNTY ROAD 511, GO NORTH ON BOONTON AVENUE FOR 0.85
 LY0396'MI (1.37 KM) TO THE JUNCTION WITH MAIN STREET.  TURN LEFT ON MAIN
 LY0396'STREET AND GO 0.2 MI (0.3 KM) TO A SIDE ROAD ON THE LEFT LEADING TO
 LY0396'THE TRACK MAINTENANCE YARD.  THE BUTLER MUSEUM IS ON THE LEFT. TURN
 LY0396'LEFT AND GO 0.05 MI, CROSSING A SET OF TRACKS, TO A GRAVEL ROAD FOR A
 LY0396'TEE JUNCTION.  TURN RIGHT AND FOLLOW THE GRAVEL ROAD ALONG THE TRACKS
 LY0396'FOR 0.15 MI (0.24 KM) TO THE BRIDGE AND THE STATION ON THE RIGHT. THE
 LY0396'STATION, A STANDARD BENCHMARK DISK, STAMPED G 13 347.083 1933, IS SET
 LY0396'ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0351 ***********************************************************************
 LY0351  DESIGNATION -  G 14
 LY0351  PID         -  LY0351
 LY0351  STATE/COUNTY-  NJ/BERGEN
 LY0351  USGS QUAD   -  RAMSEY (1995)
 LY0351
 LY0351                         *CURRENT SURVEY CONTROL
 LY0351  ___________________________________________________________________
 LY0351* NAD 83(1986)-  41 05 39.     (N)    074 08 49.     (W)     SCALED    
 LY0351* NAVD 88     -        91.175  (meters)     299.13   (feet)  ADJUSTED  
 LY0351  ___________________________________________________________________
 LY0351  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LY0351  DYNAMIC HT  -          91.137 (meters)     299.01  (feet)  COMP
 LY0351  MODELED GRAV-     980,213.3   (mgal)                       NAVD 88
 LY0351
 LY0351  VERT ORDER  -  FIRST     CLASS II
 LY0351
 LY0351.The horizontal coordinates were scaled from a topographic map and have
 LY0351.an estimated accuracy of +/- 6 seconds.
 LY0351
 LY0351.The orthometric height was determined by differential leveling
 LY0351.and adjusted by the National Geodetic Survey in June 1991..
 LY0351
 LY0351.The geoid height was determined by GEOID03.
 LY0351
 LY0351.The dynamic height is computed by dividing the NAVD 88
 LY0351.geopotential number by the normal gravity value computed on the
 LY0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0351.degrees latitude (g = 980.6199 gals.).
 LY0351
 LY0351.The modeled gravity was interpolated from observed gravity values.
 LY0351
 LY0351;                    North         East    Units  Estimated Accuracy
 LY0351;SPC NJ       -   251,060.      179,660.      MT  (+/- 180 meters Scaled)
 LY0351
 LY0351                          SUPERSEDED SURVEY CONTROL
 LY0351
 LY0351  NGVD 29 (??/??/92)   91.482  (m)          300.14   (f) ADJ UNCH    1 2
 LY0351
 LY0351.Superseded values are not recommended for survey control.
 LY0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0351.See file dsdata.txt to determine how the superseded data were derived.
 LY0351
 LY0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL716495(NAD 83)
 LY0351_MARKER: DB = BENCH MARK DISK
 LY0351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0351_SP_SET: BUILDING
 LY0351_STAMPING: G 14 1933
 LY0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0351+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2005
 LY0351
 LY0351  HISTORY     - Date     Condition        Report By
 LY0351  HISTORY     - 1933     MONUMENTED       CGS
 LY0351  HISTORY     - 1934     GOOD             NGS
 LY0351  HISTORY     - 1979     GOOD             NGS
 LY0351  HISTORY     - 1989     GOOD             USPSQD
 LY0351  HISTORY     - 19940630 GOOD             USPSQD
 LY0351  HISTORY     - 20000823 GOOD             LOCENG
 LY0351  HISTORY     - 20050928 GOOD             GEOCAC
 LY0351
 LY0351                          STATION DESCRIPTION
 LY0351
 LY0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0351'AT MAHWAH.
 LY0351'AT MAHWAH, BERGEN COUNTY, ON THE ERIE LACKAWANNA RAILROAD, IN THE
 LY0351'EAST (FRONT) BRICK WALL OF THE STATION, 7 YARDS WEST OF THE
 LY0351'CENTERLINE OF THE SOUTH-BOUND TRACK, 2 YARDS NORTH OF THE
 LY0351'ENTRANCE TO THE RAILWAY EXPRESS OFFICE, AND ABOUT 1 FOOT HIGHER
 LY0351'THAN THE TRACK.  A STANDARD DISK, STAMPED G 14 1933 AND SET
 LY0351'VERTICALLY.
 LY0351
 LY0351                          STATION RECOVERY (1979)
 LY0351
 LY0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0351'RECOVERED IN GOOD CONDITION.
 LY0351
 LY0351                          STATION RECOVERY (1989)
 LY0351
 LY0351'RECOVERY NOTE BY US POWER SQUADRON 1989 (HK)
 LY0351'RECOVERED IN GOOD CONDITION.
 LY0351
 LY0351                          STATION RECOVERY (1994)
 LY0351
 LY0351'RECOVERY NOTE BY US POWER SQUADRON 1994
 LY0351'RECOVERED IN GOOD CONDITION.
 LY0351
 LY0351                          STATION RECOVERY (2000)
 LY0351
 LY0351'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (LB)
 LY0351'RECOVERED IN GOOD CONDITION.
 LY0351
 LY0351                          STATION RECOVERY (2005)
 LY0351
 LY0351'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 LY0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1272 ***********************************************************************
 KV1272  DESIGNATION -  G 15
 KV1272  PID         -  KV1272
 KV1272  STATE/COUNTY-  NJ/MORRIS
 KV1272  USGS QUAD   -  TRANQUILITY (1971)
 KV1272
 KV1272                         *CURRENT SURVEY CONTROL
 KV1272  ___________________________________________________________________
 KV1272* NAD 83(1986)-  40 53 21.     (N)    074 47 25.     (W)     SCALED    
 KV1272* NAVD 88     -       201.965  (meters)     662.61   (feet)  ADJUSTED  
 KV1272  ___________________________________________________________________
 KV1272  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KV1272  DYNAMIC HT  -         201.872 (meters)     662.31  (feet)  COMP
 KV1272  MODELED GRAV-     980,158.6   (mgal)                       NAVD 88
 KV1272
 KV1272  VERT ORDER  -  SECOND    CLASS 0
 KV1272
 KV1272.The horizontal coordinates were scaled from a topographic map and have
 KV1272.an estimated accuracy of +/- 6 seconds.
 KV1272
 KV1272.The orthometric height was determined by differential leveling
 KV1272.and adjusted by the National Geodetic Survey in June 1991..
 KV1272
 KV1272.The geoid height was determined by GEOID03.
 KV1272
 KV1272.The dynamic height is computed by dividing the NAVD 88
 KV1272.geopotential number by the normal gravity value computed on the
 KV1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1272.degrees latitude (g = 980.6199 gals.).
 KV1272
 KV1272.The modeled gravity was interpolated from observed gravity values.
 KV1272
 KV1272;                    North         East    Units  Estimated Accuracy
 KV1272;SPC NJ       -   228,280.      125,540.      MT  (+/- 180 meters Scaled)
 KV1272
 KV1272                          SUPERSEDED SURVEY CONTROL
 KV1272
 KV1272  NGVD 29 (??/??/??)  202.184  (m)          663.33   (f) ADJUSTED    2 0
 KV1272
 KV1272.Superseded values are not recommended for survey control.
 KV1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1272.See file dsdata.txt to determine how the superseded data were derived.
 KV1272
 KV1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL176264(NAD 83)
 KV1272_MARKER: DB = BENCH MARK DISK
 KV1272_SETTING: 80 = SET IN A BOULDER
 KV1272_SP_SET: BOULDER
 KV1272_STAMPING: G 15 1933 663.332
 KV1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1272+STABILITY: SURFACE MOTION
 KV1272
 KV1272  HISTORY     - Date     Condition        Report By
 KV1272  HISTORY     - 1933     MONUMENTED       CGS
 KV1272  HISTORY     - 1934     GOOD             CGS
 KV1272  HISTORY     - 1981     GOOD             NGS
 KV1272
 KV1272                          STATION DESCRIPTION
 KV1272
 KV1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV1272'3.8 MI E FROM HACKETTSTOWN.
 KV1272'IN MORRIS COUNTY, 3.6 MILES NORTHEAST ALONG THE DELAWARE,
 KV1272'LACKAWANNA AND WESTERN RAILWAY FROM THE STATION AT HACKETTSTOWN,
 KV1272'WARREN COUNTY, 18 RAILS WEST OF A LARGE SAND AND GRAVEL PLANT,
 KV1272'8 1/2 RAILS WEST OF AUTOMATIC SIGNAL 53.2, 11 YARDS SOUTH OF THE
 KV1272'CENTERLINE OF THE EAST-BOUND TRACK, IN THE TOP OF A 4-FOOT
 KV1272'BOULDER, AND ABOUT 4 FEET HIGHER THAN THE TRACK.  NOTE-- THE
 KV1272'DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE
 KV1272'LACKAWANNA RAILROAD.  THE ERIE IS NOW THE ERIE LACKAWANNA
 KV1272'RAILROAD.
 KV1272
 KV1272                          STATION RECOVERY (1981)
 KV1272
 KV1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 KV1272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0005 ***********************************************************************
 KV0005  DESIGNATION -  G 16
 KV0005  PID         -  KV0005
 KV0005  STATE/COUNTY-  NJ/MIDDLESEX
 KV0005  USGS QUAD   -  PERTH AMBOY (1981)
 KV0005
 KV0005                         *CURRENT SURVEY CONTROL
 KV0005  ___________________________________________________________________
 KV0005* NAD 83(1986)-  40 30 36.     (N)    074 16 24.     (W)     SCALED    
 KV0005* NAVD 88     -         8.642  (meters)      28.35   (feet)  ADJUSTED  
 KV0005  ___________________________________________________________________
 KV0005  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KV0005  DYNAMIC HT  -           8.638 (meters)      28.34  (feet)  COMP
 KV0005  MODELED GRAV-     980,217.0   (mgal)                       NAVD 88
 KV0005
 KV0005  VERT ORDER  -  FIRST     CLASS I
 KV0005
 KV0005.The horizontal coordinates were scaled from a topographic map and have
 KV0005.an estimated accuracy of +/- 6 seconds.
 KV0005
 KV0005.The orthometric height was determined by differential leveling
 KV0005.and adjusted by the National Geodetic Survey in June 1991..
 KV0005
 KV0005.The geoid height was determined by GEOID03.
 KV0005
 KV0005.The dynamic height is computed by dividing the NAVD 88
 KV0005.geopotential number by the normal gravity value computed on the
 KV0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0005.degrees latitude (g = 980.6199 gals.).
 KV0005
 KV0005.The modeled gravity was interpolated from observed gravity values.
 KV0005
 KV0005;                    North         East    Units  Estimated Accuracy
 KV0005;SPC NJ       -   186,160.      169,210.      MT  (+/- 180 meters Scaled)
 KV0005
 KV0005                          SUPERSEDED SURVEY CONTROL
 KV0005
 KV0005  NGVD 29 (04/16/92)    8.945  (m)           29.35   (f) ADJUSTED    1 1
 KV0005
 KV0005.Superseded values are not recommended for survey control.
 KV0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0005.See file dsdata.txt to determine how the superseded data were derived.
 KV0005
 KV0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK615846(NAD 83)
 KV0005_MARKER: DB = BENCH MARK DISK
 KV0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0005_SP_SET: ABUTMENT
 KV0005_STAMPING: G 16 1933
 KV0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0005
 KV0005  HISTORY     - Date     Condition        Report By
 KV0005  HISTORY     - 1933     MONUMENTED       CGS
 KV0005  HISTORY     - 1952     GOOD             CGS
 KV0005  HISTORY     - 1965     GOOD             CGS
 KV0005  HISTORY     - 1978     GOOD             NGS
 KV0005
 KV0005                          STATION DESCRIPTION
 KV0005
 KV0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0005'AT PERTH AMBOY.
 KV0005'AT PERTH AMBOY, ALONG THE NEW YORK AND LONG BRANCH RAILROAD,
 KV0005'ABOUT 5 1/2 RAILS NORTH OF RAILROAD STATION, SET VERTICALLY IN
 KV0005'THE CENTER OF WEST FACE OF THE SOUTH ONE OF TWO OFFSETS IN THE
 KV0005'EAST ABUTMENT OF SMITH STREET OVERPASS OVER THE TRACK, 29 FEET
 KV0005'EAST OF EAST RAIL OF EAST MAIN TRACK, 14 FEET NORTH OF SOUTH
 KV0005'END OF ABUTMENT AND ABOUT 2 1/2 FEET ABOVE GROUND.
 KV0005
 KV0005                          STATION RECOVERY (1965)
 KV0005
 KV0005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0005'RECOVERED IN GOOD CONDITION.
 KV0005
 KV0005                          STATION RECOVERY (1978)
 KV0005
 KV0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1391 ***********************************************************************
 KV1391  DESIGNATION -  G 19
 KV1391  PID         -  KV1391
 KV1391  STATE/COUNTY-  NJ/HUNTERDON
 KV1391  USGS QUAD   -  FLEMINGTON (1977)
 KV1391
 KV1391                         *CURRENT SURVEY CONTROL
 KV1391  ___________________________________________________________________
 KV1391* NAD 83(1986)-  40 31 27.     (N)    074 49 07.     (W)     SCALED    
 KV1391* NAVD 88     -        35.229  (meters)     115.58   (feet)  ADJUSTED  
 KV1391  ___________________________________________________________________
 KV1391  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KV1391  DYNAMIC HT  -          35.212 (meters)     115.52  (feet)  COMP
 KV1391  MODELED GRAV-     980,163.4   (mgal)                       NAVD 88
 KV1391
 KV1391  VERT ORDER  -  SECOND    CLASS 0
 KV1391
 KV1391.The horizontal coordinates were scaled from a topographic map and have
 KV1391.an estimated accuracy of +/- 6 seconds.
 KV1391
 KV1391.The orthometric height was determined by differential leveling
 KV1391.and adjusted by the National Geodetic Survey in June 1991..
 KV1391
 KV1391.The geoid height was determined by GEOID03.
 KV1391
 KV1391.The dynamic height is computed by dividing the NAVD 88
 KV1391.geopotential number by the normal gravity value computed on the
 KV1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1391.degrees latitude (g = 980.6199 gals.).
 KV1391
 KV1391.The modeled gravity was interpolated from observed gravity values.
 KV1391
 KV1391;                    North         East    Units  Estimated Accuracy
 KV1391;SPC NJ       -   187,760.      123,000.      MT  (+/- 180 meters Scaled)
 KV1391
 KV1391                          SUPERSEDED SURVEY CONTROL
 KV1391
 KV1391  NGVD 29 (??/??/??)   35.478  (m)          116.40   (f) ADJUSTED    2 0
 KV1391
 KV1391.Superseded values are not recommended for survey control.
 KV1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1391.See file dsdata.txt to determine how the superseded data were derived.
 KV1391
 KV1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK153859(NAD 83)
 KV1391_MARKER: DB = BENCH MARK DISK
 KV1391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1391_SP_SET: CULVERT HEADWALL
 KV1391_STAMPING: G 19 1935
 KV1391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1391
 KV1391  HISTORY     - Date     Condition        Report By
 KV1391  HISTORY     - 1935     MONUMENTED       CGS
 KV1391  HISTORY     - 1942     GOOD             CGS
 KV1391  HISTORY     - 20021130 MARK NOT FOUND   USPSQD
 KV1391
 KV1391                          STATION DESCRIPTION
 KV1391
 KV1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1391'3.4 MI E FROM FLEMINGTON.
 KV1391'3.4 MILES EAST ALONG THE LEHIGH VALLEY RAILROAD FROM THE COUNTY
 KV1391'COURTHOUSE AT FLEMINGTON, HUNTERDON COUNTY, 1.4 MILES SOUTHEAST
 KV1391'OF THE STATION AT FLEMINGTON JUNCTION, 157 FEET NORTH OF THE
 KV1391'CENTER OF THE CROSSING OF THE CENTRAL RAILROAD CO. OF NEW JERSEY
 KV1391'RAILROAD, AT A DIRT-ROAD CROSSING, 45.5 FEET SOUTHWEST OF THE
 KV1391'SOUTHWEST RAIL, 20 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 KV1391'AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTHWEST HEADWALL, AND
 KV1391'ABOUT 4 FEET LOWER THAN THE TRACK.
 KV1391
 KV1391                          STATION RECOVERY (2002)
 KV1391
 KV1391'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV1391'THE DESCRIPTION OF LOCATION PUTS THIS MARKER I A BRIAR/SWAMP FIELD.
 KV1391'UNABLE TO LOCATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4936 ***********************************************************************
 KV4936  DESIGNATION -  G 2 TOWER FINIAL
 KV4936  PID         -  KV4936
 KV4936  STATE/COUNTY-  NJ/MONMOUTH
 KV4936  USGS QUAD   -  SANDY HOOK (1981)
 KV4936
 KV4936                         *CURRENT SURVEY CONTROL
 KV4936  ___________________________________________________________________
 KV4936* NAD 83(1996)-  40 27 41.51435(N)    074 00 05.36160(W)     ADJUSTED  
 KV4936* NAVD 88     -                                                        
 KV4936  ___________________________________________________________________
 KV4936  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 KV4936  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV4936
 KV4936  HORZ ORDER  -  THIRD
 KV4936
 KV4936.The horizontal coordinates were established by classical geodetic methods
 KV4936.and adjusted by the National Geodetic Survey in September 1999..
 KV4936
 KV4936
 KV4936.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4936
 KV4936.The geoid height was determined by GEOID03.
 KV4936
 KV4936;                    North         East     Units Scale Factor Converg.
 KV4936;SPC NJ       -   180,876.697   192,277.620   MT  0.99992199   +0 19 24.6
 KV4936;SPC NJ       -   593,426.30    630,830.82   sFT  0.99992199   +0 19 24.6
 KV4936;UTM  18      - 4,479,463.505   584,656.654   MT  0.99968822   +0 38 52.8
 KV4936
 KV4936                          SUPERSEDED SURVEY CONTROL
 KV4936
 KV4936  NAD 83(1996)-  40 27 41.51430(N)    074 00 05.36148(W) AD(       ) 4
 KV4936  NAD 83(1986)-  40 27 41.51318(N)    074 00 05.36069(W) AD(       ) 4
 KV4936  NAD 27      -  40 27 41.12500(N)    074 00 06.86000(W) AD(       ) 3
 KV4936
 KV4936.Superseded values are not recommended for survey control.
 KV4936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4936.See file dsdata.txt to determine how the superseded data were derived.
 KV4936
 KV4936_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8465779464(NAD 83)
 KV4936_MARKER: 82 = FINIAL
 KV4936
 KV4936  HISTORY     - Date     Condition        Report By
 KV4936  HISTORY     - 1940     FIRST OBSERVED   CGS
 KV4936  HISTORY     - 1962     GOOD             CGS
 KV4936  HISTORY     - 19920815 MARK NOT FOUND   USPSQD
 KV4936
 KV4936                          STATION DESCRIPTION
 KV4936
 KV4936'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KV4936'THE STATION IS THE FINIAL OF G 2 TOWER.  THE CENTER OF THE DPF
 KV4936'INSTRUMENT WAS LOCATED FROM THIS POINT.
 KV4936
 KV4936                          STATION RECOVERY (1962)
 KV4936
 KV4936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV4936'RECOVERED IN FAIR CONDITION.  THE ROOF OF THE TOWER IS
 KV4936'DILAPIDATED AND THE ARMY ENGINEERS SAY IT WILL PROBABLY BE
 KV4936'REMOVED BEFORE LONG.
 KV4936
 KV4936                          STATION RECOVERY (1992)
 KV4936
 KV4936'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV4936'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0673 ***********************************************************************
 KV0673  DESIGNATION -  G 20
 KV0673  PID         -  KV0673
 KV0673  STATE/COUNTY-  NJ/ESSEX
 KV0673  USGS QUAD   -  ROSELLE (1995)
 KV0673
 KV0673                         *CURRENT SURVEY CONTROL
 KV0673  ___________________________________________________________________
 KV0673* NAD 83(1986)-  40 43 33.     (N)    074 18 31.     (W)     SCALED    
 KV0673* NAVD 88     -        49.841  (meters)     163.52   (feet)  ADJUSTED  
 KV0673  ___________________________________________________________________
 KV0673  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KV0673  DYNAMIC HT  -          49.819 (meters)     163.45  (feet)  COMP
 KV0673  MODELED GRAV-     980,197.1   (mgal)                       NAVD 88
 KV0673
 KV0673  VERT ORDER  -  SECOND    CLASS 0
 KV0673
 KV0673.The horizontal coordinates were scaled from a topographic map and have
 KV0673.an estimated accuracy of +/- 6 seconds.
 KV0673
 KV0673.The orthometric height was determined by differential leveling
 KV0673.and adjusted by the National Geodetic Survey in June 1991..
 KV0673
 KV0673.The geoid height was determined by GEOID03.
 KV0673
 KV0673.The dynamic height is computed by dividing the NAVD 88
 KV0673.geopotential number by the normal gravity value computed on the
 KV0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0673.degrees latitude (g = 980.6199 gals.).
 KV0673
 KV0673.The modeled gravity was interpolated from observed gravity values.
 KV0673
 KV0673;                    North         East    Units  Estimated Accuracy
 KV0673;SPC NJ       -   210,120.      166,170.      MT  (+/- 180 meters Scaled)
 KV0673
 KV0673                          SUPERSEDED SURVEY CONTROL
 KV0673
 KV0673  NGVD 29 (??/??/??)   50.150  (m)          164.53   (f) ADJUSTED    2 0
 KV0673
 KV0673.Superseded values are not recommended for survey control.
 KV0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0673.See file dsdata.txt to determine how the superseded data were derived.
 KV0673
 KV0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL583085(NAD 83)
 KV0673_MARKER: DB = BENCH MARK DISK
 KV0673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0673_SP_SET: UNDERPASS
 KV0673_STAMPING: G 20 1935
 KV0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0673
 KV0673  HISTORY     - Date     Condition        Report By
 KV0673  HISTORY     - 1935     MONUMENTED       CGS
 KV0673  HISTORY     - 1955     MARK NOT FOUND   CGS
 KV0673  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 KV0673
 KV0673                          STATION DESCRIPTION
 KV0673
 KV0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KV0673'AT MILLBURN.
 KV0673'AT MILLBURN, ESSEX COUNTY, 1,000 FEET WEST OF THE DELAWARE,
 KV0673'LACKAWANNA AND WESTERN RAILROAD STATION, AT MILEPOST 17, ONE BLOCK
 KV0673'NORTH OF THE CENTER OF THE CITY AND A TRAFFIC LIGHT, AT THE
 KV0673'MILLBURN COAL AND ICE CO. PROPERTY, AT AN UNDERPASS, AT THE END
 KV0673'OF A CONCRETE BANISTER, AND IN THE TOP OF THE SOUTHEAST CORNER.
 KV0673'A STANDARD DISK, STAMPED G 20 1935.  NOTE-- THE DELAWARE,
 KV0673'LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV0673'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV0673
 KV0673                          STATION RECOVERY (1988)
 KV0673
 KV0673'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 KV0673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1607 ***********************************************************************
 KV1607  DESIGNATION -  G 22
 KV1607  PID         -  KV1607
 KV1607  STATE/COUNTY-  NJ/WARREN
 KV1607  USGS QUAD   -  BELVIDERE (1992)
 KV1607
 KV1607                         *CURRENT SURVEY CONTROL
 KV1607  ___________________________________________________________________
 KV1607* NAD 83(1986)-  40 46 20.     (N)    075 04 53.     (W)     SCALED    
 KV1607* NAVD 88     -       342.469  (meters)    1123.58   (feet)  ADJUSTED  
 KV1607  ___________________________________________________________________
 KV1607  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KV1607  DYNAMIC HT  -         342.310 (meters)    1123.06  (feet)  COMP
 KV1607  MODELED GRAV-     980,149.8   (mgal)                       NAVD 88
 KV1607
 KV1607  VERT ORDER  -  SECOND    CLASS 0
 KV1607
 KV1607.The horizontal coordinates were scaled from a topographic map and have
 KV1607.an estimated accuracy of +/- 6 seconds.
 KV1607
 KV1607.The orthometric height was determined by differential leveling
 KV1607.and adjusted by the National Geodetic Survey in June 1991..
 KV1607
 KV1607.The geoid height was determined by GEOID03.
 KV1607
 KV1607.The dynamic height is computed by dividing the NAVD 88
 KV1607.geopotential number by the normal gravity value computed on the
 KV1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1607.degrees latitude (g = 980.6199 gals.).
 KV1607
 KV1607.The modeled gravity was interpolated from observed gravity values.
 KV1607
 KV1607;                    North         East    Units  Estimated Accuracy
 KV1607;SPC NJ       -   215,420.      100,920.      MT  (+/- 180 meters Scaled)
 KV1607
 KV1607                          SUPERSEDED SURVEY CONTROL
 KV1607
 KV1607  NGVD 29 (??/??/??)  342.689  (m)         1124.31   (f) ADJUSTED    2 0
 KV1607
 KV1607.Superseded values are not recommended for survey control.
 KV1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1607.See file dsdata.txt to determine how the superseded data were derived.
 KV1607
 KV1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL931134(NAD 83)
 KV1607_MARKER: DB = BENCH MARK DISK
 KV1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1607_STAMPING: G 22 1942
 KV1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1607+STABILITY: SURFACE MOTION
 KV1607
 KV1607  HISTORY     - Date     Condition        Report By
 KV1607  HISTORY     - 1942     MONUMENTED       CGS
 KV1607  HISTORY     - 19950119 MARK NOT FOUND   NJGS
 KV1607
 KV1607                          STATION DESCRIPTION
 KV1607
 KV1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1607'1.4 MI W FROM WASHINGTON.
 KV1607'1.4 MILES WEST ALONG STATE HIGHWAY 24 FROM THE UNDERPASS AT
 KV1607'WASHINGTON, WARREN COUNTY, THENCE ABOUT 5.4 MILES NORTHWEST
 KV1607'ALONG A MACADAM ROAD AND GRAVEL ROAD, ABOUT 0.1 MILE EAST AND
 KV1607'ACROSS THE ROAD FROM A 2-STORY RED HOUSE, AT THE WEST CORNER OF A
 KV1607'CULTIVATED FIELD, NEAR A CORNER FENCE POST, 25.4 FEET
 KV1607'SOUTHEAST OF THE CENTER LINE OF THE GRAVEL ROAD, 23 FEET
 KV1607'NORTHEAST OF A TWIN OAK TREE, 4.7 FEET NORTHWEST OF A BLAZED
 KV1607'OAK TREE, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK,
 KV1607'STAMPED G 22 1942 AND SET IN THE TOP OF A CONCRETE POST.
 KV1607
 KV1607                          STATION RECOVERY (1995)
 KV1607
 KV1607'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1607'THE STATION WAS NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1601 ***********************************************************************
 KV1601  DESIGNATION -  G 23
 KV1601  PID         -  KV1601
 KV1601  STATE/COUNTY-  NJ/WARREN
 KV1601  USGS QUAD   -  BELVIDERE (1992)
 KV1601
 KV1601                         *CURRENT SURVEY CONTROL
 KV1601  ___________________________________________________________________
 KV1601* NAD 83(1986)-  40 50 41.     (N)    075 03 18.     (W)     SCALED    
 KV1601* NAVD 88     -       108.610  (meters)     356.33   (feet)  ADJUSTED  
 KV1601  ___________________________________________________________________
 KV1601  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 KV1601  DYNAMIC HT  -         108.561 (meters)     356.17  (feet)  COMP
 KV1601  MODELED GRAV-     980,178.2   (mgal)                       NAVD 88
 KV1601
 KV1601  VERT ORDER  -  SECOND    CLASS 0
 KV1601
 KV1601.The horizontal coordinates were scaled from a topographic map and have
 KV1601.an estimated accuracy of +/- 6 seconds.
 KV1601
 KV1601.The orthometric height was determined by differential leveling
 KV1601.and adjusted by the National Geodetic Survey in June 1991..
 KV1601
 KV1601.The geoid height was determined by GEOID03.
 KV1601
 KV1601.The dynamic height is computed by dividing the NAVD 88
 KV1601.geopotential number by the normal gravity value computed on the
 KV1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1601.degrees latitude (g = 980.6199 gals.).
 KV1601
 KV1601.The modeled gravity was interpolated from observed gravity values.
 KV1601
 KV1601;                    North         East    Units  Estimated Accuracy
 KV1601;SPC NJ       -   223,450.      103,200.      MT  (+/- 180 meters Scaled)
 KV1601
 KV1601                          SUPERSEDED SURVEY CONTROL
 KV1601
 KV1601  NGVD 29 (??/??/??)  108.817  (m)          357.01   (f) ADJUSTED    2 0
 KV1601
 KV1601.Superseded values are not recommended for survey control.
 KV1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1601.See file dsdata.txt to determine how the superseded data were derived.
 KV1601
 KV1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL953215(NAD 83)
 KV1601_MARKER: DB = BENCH MARK DISK
 KV1601_SETTING: 0 = UNSPECIFIED SETTING
 KV1601_STAMPING: G 23 1942
 KV1601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1601
 KV1601  HISTORY     - Date     Condition        Report By
 KV1601  HISTORY     - 1942     MONUMENTED       CGS
 KV1601  HISTORY     - 19950119 MARK NOT FOUND   NJGS
 KV1601  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 KV1601
 KV1601                          STATION DESCRIPTION
 KV1601
 KV1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1601'1.8 MI NE FROM BELVIDERE.
 KV1601'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 543 FROM THE INTERSECTION
 KV1601'OF MARKET AND WATER STREETS AT BELVIDERE, WARREN COUNTY, THENCE
 KV1601'0.2 MILE WEST ALONG STATE HIGHWAY 6, AT THE SOUTHWEST CORNER OF
 KV1601'A CULTIVATED FIELD, 50.1 FEET NORTHEAST OF THE CENTER OF A
 KV1601'DIRT-ROAD INTERSECTION, 36.6 FEET NORTH OF THE CENTERLINE OF
 KV1601'THE HIGHWAY, 26.6 FEET EAST OF THE CENTERLINE OF THE ROAD,
 KV1601'2.5 FEET NORTHEAST OF A CORNER FENCE POST, AND ABOUT 3 FEET
 KV1601'HIGHER THAN THE HIGHWAY.
 KV1601
 KV1601                          STATION RECOVERY (1995)
 KV1601
 KV1601'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1601'THE STATION WAS NOT RECOVERED AT THIS TIME.
 KV1601
 KV1601                          STATION RECOVERY (1995)
 KV1601
 KV1601'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1330 ***********************************************************************
 KV1330  DESIGNATION -  G 24
 KV1330  PID         -  KV1330
 KV1330  STATE/COUNTY-  NJ/MORRIS
 KV1330  USGS QUAD   -  HACKETTSTOWN (1976)
 KV1330
 KV1330                         *CURRENT SURVEY CONTROL
 KV1330  ___________________________________________________________________
 KV1330* NAD 83(1986)-  40 47 26.     (N)    074 46 19.     (W)     SCALED    
 KV1330* NAVD 88     -       165.651  (meters)     543.47   (feet)  ADJUSTED  
 KV1330  ___________________________________________________________________
 KV1330  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KV1330  DYNAMIC HT  -         165.575 (meters)     543.22  (feet)  COMP
 KV1330  MODELED GRAV-     980,160.6   (mgal)                       NAVD 88
 KV1330
 KV1330  VERT ORDER  -  SECOND    CLASS 0
 KV1330
 KV1330.The horizontal coordinates were scaled from a topographic map and have
 KV1330.an estimated accuracy of +/- 6 seconds.
 KV1330
 KV1330.The orthometric height was determined by differential leveling
 KV1330.and adjusted by the National Geodetic Survey in June 1991..
 KV1330
 KV1330.The geoid height was determined by GEOID03.
 KV1330
 KV1330.The dynamic height is computed by dividing the NAVD 88
 KV1330.geopotential number by the normal gravity value computed on the
 KV1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1330.degrees latitude (g = 980.6199 gals.).
 KV1330
 KV1330.The modeled gravity was interpolated from observed gravity values.
 KV1330
 KV1330;                    North         East    Units  Estimated Accuracy
 KV1330;SPC NJ       -   217,330.      127,050.      MT  (+/- 180 meters Scaled)
 KV1330
 KV1330                          SUPERSEDED SURVEY CONTROL
 KV1330
 KV1330  NGVD 29 (??/??/??)  165.878  (m)          544.22   (f) ADJUSTED    2 0
 KV1330
 KV1330.Superseded values are not recommended for survey control.
 KV1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1330.See file dsdata.txt to determine how the superseded data were derived.
 KV1330
 KV1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL192155(NAD 83)
 KV1330_MARKER: DB = BENCH MARK DISK
 KV1330_SETTING: 80 = SET IN A BOULDER
 KV1330_SP_SET: BOULDER
 KV1330_STAMPING: G 24 1942
 KV1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1330+STABILITY: SURFACE MOTION
 KV1330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1330+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 KV1330
 KV1330  HISTORY     - Date     Condition        Report By
 KV1330  HISTORY     - 1942     MONUMENTED       CGS
 KV1330  HISTORY     - 20050702 GOOD             GEOCAC
 KV1330
 KV1330                          STATION DESCRIPTION
 KV1330
 KV1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1330'0.4 MI E FROM LONG VALLEY.
 KV1330'0.4 MILE NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 KV1330'THE CROSSING AT LONG VALLEY, MORRIS COUNTY, 11 RAILS
 KV1330'NORTHEAST OF MILEPOST 12, 6 RAILS SOUTHWEST OF A DIRT-ROAD
 KV1330'CROSSING, 200 FEET NORTHWEST OF THE NORTHWEST CORNER OF A 2-STORY
 KV1330'WHITE HOUSE, 42.4 FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN
 KV1330'TRACK, 16 FEET NORTH OF A HICKORY TREE, 14.2 FEET NORTHWEST OF A
 KV1330'WIRE FENCE, AND IN THE TOP OF A BOULDER.
 KV1330
 KV1330                          STATION RECOVERY (2005)
 KV1330
 KV1330'RECOVERY NOTE BY GEOCACHING 2005 (JRI)
 KV1330'HANDHELD GPS COORDINATES 40 47 27.5 N 074 46 18.2 W.
 KV1330'THE CENTRAL RAILROAD IS NOW THE MORRIS COUNTRY PARK SYSTEM COLUMBIA
 KV1330'TRAIL AND COLUMBIA GAS PIPELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1318 ***********************************************************************
 KV1318  DESIGNATION -  G 25
 KV1318  PID         -  KV1318
 KV1318  STATE/COUNTY-  NJ/SOMERSET
 KV1318  USGS QUAD   -  BOUND BROOK (1995)
 KV1318
 KV1318                         *CURRENT SURVEY CONTROL
 KV1318  ___________________________________________________________________
 KV1318* NAD 83(1986)-  40 34 14.     (N)    074 37 12.     (W)     SCALED    
 KV1318* NAVD 88     -        19.896  (meters)      65.28   (feet)  ADJUSTED  
 KV1318  ___________________________________________________________________
 KV1318  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KV1318  DYNAMIC HT  -          19.887 (meters)      65.25  (feet)  COMP
 KV1318  MODELED GRAV-     980,174.0   (mgal)                       NAVD 88
 KV1318
 KV1318  VERT ORDER  -  FIRST     CLASS II
 KV1318
 KV1318.The horizontal coordinates were scaled from a topographic map and have
 KV1318.an estimated accuracy of +/- 6 seconds.
 KV1318
 KV1318.The orthometric height was determined by differential leveling
 KV1318.and adjusted by the National Geodetic Survey in June 1991..
 KV1318
 KV1318.The geoid height was determined by GEOID03.
 KV1318
 KV1318.The dynamic height is computed by dividing the NAVD 88
 KV1318.geopotential number by the normal gravity value computed on the
 KV1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1318.degrees latitude (g = 980.6199 gals.).
 KV1318
 KV1318.The modeled gravity was interpolated from observed gravity values.
 KV1318
 KV1318;                    North         East    Units  Estimated Accuracy
 KV1318;SPC NJ       -   192,870.      139,840.      MT  (+/- 180 meters Scaled)
 KV1318
 KV1318                          SUPERSEDED SURVEY CONTROL
 KV1318
 KV1318  NGVD 29 (01/10/92)   20.167  (m)           66.16   (f) ADJUSTED    1 2
 KV1318
 KV1318.Superseded values are not recommended for survey control.
 KV1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1318.See file dsdata.txt to determine how the superseded data were derived.
 KV1318
 KV1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK321911(NAD 83)
 KV1318_MARKER: DB = BENCH MARK DISK
 KV1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1318_STAMPING: G 25 1942
 KV1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1318+STABILITY: SURFACE MOTION
 KV1318
 KV1318  HISTORY     - Date     Condition        Report By
 KV1318  HISTORY     - 1942     MONUMENTED       CGS
 KV1318  HISTORY     - 1978     GOOD             NGS
 KV1318  HISTORY     - 19981115 GOOD             USPSQD
 KV1318  HISTORY     - 20021216 POOR             INDIV
 KV1318  HISTORY     - 20050416 POOR             USPSQD
 KV1318
 KV1318                          STATION DESCRIPTION
 KV1318
 KV1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1318'0.5 MI NW FROM SOMERVILLE.
 KV1318'0.5 MILE NORTHWEST ALONG STATE HIGHWAY 28 FROM THE COURTHOUSE
 KV1318'AT SOMERVILLE, SOMERSET COUNTY, 37.1 FEET NORTH OF THE NORTHEAST
 KV1318'ENTRANCE TO THE B.P.O.E. LODGE, 33.5 FEET SOUTHWEST OF THE
 KV1318'CENTERLINE OF THE HIGHWAY, 12.5 FEET SOUTHEAST OF A 30-INCH OAK
 KV1318'TREE, 7 FEET NORTHWEST OF THE CENTERLINE OF A WALKWAY LEADING TO
 KV1318'THE LODGE, 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF
 KV1318'A CONCRETE POST.
 KV1318
 KV1318                          STATION RECOVERY (1978)
 KV1318
 KV1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1318'RECOVERED IN GOOD CONDITION.
 KV1318
 KV1318                          STATION RECOVERY (1998)
 KV1318
 KV1318'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV1318'RECOVERED IN GOOD CONDITION.
 KV1318
 KV1318                          STATION RECOVERY (2002)
 KV1318
 KV1318'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JFC)
 KV1318'THIS BENCHMARK IS NOT IN GOOD CONDITION.  MORE THAN HALF OF IT IS
 KV1318'MISSING, PROBABLY BY ERRANT LAWN MOWING AS THE MONUMENT IS NOW FLUSH
 KV1318'WITH THE GROUND.  THE BUILDING ON WHOSE GROUNDS IT LIES IS NOT THE
 KV1318'B.P.O.E. LODGE BUILDING, AS HAD ORIGINALLY BEEN REPORTED, BUT IS NOW
 KV1318'THE SOMERVILLE PUBLIC LIBRARY.
 KV1318
 KV1318                          STATION RECOVERY (2005)
 KV1318
 KV1318'RECOVERY NOTE BY US POWER SQUADRON 2005 (PW)
 KV1318'PARTIALLY DESTROYED MARKER ON RAISED 4 INCH CONCRETE POST NEAR LIBRARY
 KV1318'SIGN ON LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1179 ***********************************************************************
 KV1179  DESIGNATION -  G 26
 KV1179  PID         -  KV1179
 KV1179  STATE/COUNTY-  NJ/SOMERSET
 KV1179  USGS QUAD   -  BOUND BROOK (1995)
 KV1179
 KV1179                         *CURRENT SURVEY CONTROL
 KV1179  ___________________________________________________________________
 KV1179* NAD 83(1986)-  40 34 11.     (N)    074 37 17.     (W)     SCALED    
 KV1179* NAVD 88     -        20.915  (meters)      68.62   (feet)  ADJUSTED  
 KV1179  ___________________________________________________________________
 KV1179  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KV1179  DYNAMIC HT  -          20.905 (meters)      68.59  (feet)  COMP
 KV1179  MODELED GRAV-     980,174.0   (mgal)                       NAVD 88
 KV1179
 KV1179  VERT ORDER  -  FIRST     CLASS II
 KV1179
 KV1179.The horizontal coordinates were scaled from a topographic map and have
 KV1179.an estimated accuracy of +/- 6 seconds.
 KV1179
 KV1179.The orthometric height was determined by differential leveling
 KV1179.and adjusted by the National Geodetic Survey in June 1991..
 KV1179
 KV1179.The geoid height was determined by GEOID03.
 KV1179
 KV1179.The dynamic height is computed by dividing the NAVD 88
 KV1179.geopotential number by the normal gravity value computed on the
 KV1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1179.degrees latitude (g = 980.6199 gals.).
 KV1179
 KV1179.The modeled gravity was interpolated from observed gravity values.
 KV1179
 KV1179;                    North         East    Units  Estimated Accuracy
 KV1179;SPC NJ       -   192,780.      139,720.      MT  (+/- 180 meters Scaled)
 KV1179
 KV1179                          SUPERSEDED SURVEY CONTROL
 KV1179
 KV1179  NGVD 29 (01/10/92)   21.186  (m)           69.51   (f) ADJUSTED    1 2
 KV1179
 KV1179.Superseded values are not recommended for survey control.
 KV1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1179.See file dsdata.txt to determine how the superseded data were derived.
 KV1179
 KV1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK320910(NAD 83)
 KV1179_MARKER: DB = BENCH MARK DISK
 KV1179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1179_SP_SET: ABUTMENT
 KV1179_STAMPING: G 26 1942
 KV1179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1179
 KV1179  HISTORY     - Date     Condition        Report By
 KV1179  HISTORY     - 1942     MONUMENTED       CGS
 KV1179  HISTORY     - 1971     GOOD             USGS
 KV1179  HISTORY     - 1978     GOOD             NGS
 KV1179  HISTORY     - 1985     GOOD             USPSQD
 KV1179  HISTORY     - 19981115 GOOD             USPSQD
 KV1179  HISTORY     - 20031122 GOOD             USPSQD
 KV1179  HISTORY     - 20050416 GOOD             USPSQD
 KV1179
 KV1179                          STATION DESCRIPTION
 KV1179
 KV1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1179'AT SOMERVILLE.
 KV1179'AT SOMERVILLE, SOMERSET COUNTY, 0.5 MILE WEST ALONG THE CENTRAL
 KV1179'RAILROAD OF NEW JERSEY FROM THE STATION, AT THE SOMERSET STREET
 KV1179'UNDERPASS, IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT, AND
 KV1179'ABOUT 6 INCHES LOWER THAN THE TRACK.
 KV1179
 KV1179                          STATION RECOVERY (1971)
 KV1179
 KV1179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KV1179'RECOVERED IN GOOD CONDITION.
 KV1179
 KV1179                          STATION RECOVERY (1978)
 KV1179
 KV1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1179'RECOVERED IN GOOD CONDITION.
 KV1179
 KV1179                          STATION RECOVERY (1985)
 KV1179
 KV1179'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV1179'THE NAME OF THE RAILROAD HAS BEEN CHANGED FROM THE NEW JERSEY CENTRAL
 KV1179'TO THE NJ TRANSIT.
 KV1179
 KV1179                          STATION RECOVERY (1998)
 KV1179
 KV1179'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV1179'RECOVERED IN GOOD CONDITION.
 KV1179
 KV1179                          STATION RECOVERY (2003)
 KV1179
 KV1179'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV1179'RECOVERED IN GOOD CONDITION.
 KV1179
 KV1179                          STATION RECOVERY (2005)
 KV1179
 KV1179'RECOVERY NOTE BY US POWER SQUADRON 2005 (PW)
 KV1179'15 FEET EAST OF 35 MILE MARKER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1513 ***********************************************************************
 KV1513  DESIGNATION -  G 28
 KV1513  PID         -  KV1513
 KV1513  STATE/COUNTY-  NJ/HUNTERDON
 KV1513  USGS QUAD   -  BLOOMSBURY (1970)
 KV1513
 KV1513                         *CURRENT SURVEY CONTROL
 KV1513  ___________________________________________________________________
 KV1513* NAD 83(1986)-  40 39 28.     (N)    075 04 14.     (W)     SCALED    
 KV1513* NAVD 88     -       107.230  (meters)     351.80   (feet)  ADJUSTED  
 KV1513  ___________________________________________________________________
 KV1513  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 KV1513  DYNAMIC HT  -         107.179 (meters)     351.64  (feet)  COMP
 KV1513  MODELED GRAV-     980,154.2   (mgal)                       NAVD 88
 KV1513
 KV1513  VERT ORDER  -  FIRST     CLASS II
 KV1513
 KV1513.The horizontal coordinates were scaled from a topographic map and have
 KV1513.an estimated accuracy of +/- 6 seconds.
 KV1513
 KV1513.The orthometric height was determined by differential leveling
 KV1513.and adjusted by the National Geodetic Survey in June 1991..
 KV1513
 KV1513.The geoid height was determined by GEOID03.
 KV1513
 KV1513.The dynamic height is computed by dividing the NAVD 88
 KV1513.geopotential number by the normal gravity value computed on the
 KV1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1513.degrees latitude (g = 980.6199 gals.).
 KV1513
 KV1513.The modeled gravity was interpolated from observed gravity values.
 KV1513
 KV1513;                    North         East    Units  Estimated Accuracy
 KV1513;SPC NJ       -   202,700.      101,750.      MT  (+/- 180 meters Scaled)
 KV1513
 KV1513                          SUPERSEDED SURVEY CONTROL
 KV1513
 KV1513  NGVD 29 (??/??/??)  107.454  (m)          352.54   (f) ADJUSTED    1 2
 KV1513
 KV1513.Superseded values are not recommended for survey control.
 KV1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1513.See file dsdata.txt to determine how the superseded data were derived.
 KV1513
 KV1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL940007(NAD 83)
 KV1513_MARKER: DB = BENCH MARK DISK
 KV1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1513_STAMPING: G 28 1942
 KV1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1513+STABILITY: SURFACE MOTION
 KV1513
 KV1513  HISTORY     - Date     Condition        Report By
 KV1513  HISTORY     - 1942     MONUMENTED       CGS
 KV1513  HISTORY     - 1955     MARK NOT FOUND   USGS
 KV1513  HISTORY     - 19970126 MARK NOT FOUND   USPSQD
 KV1513
 KV1513                          STATION DESCRIPTION
 KV1513
 KV1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1513'0.9 MI E FROM BLOOMSBURY.
 KV1513'0.9 MILE EAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE
 KV1513'STATION AT BLOOMSBURY, HUNTERDON COUNTY, ABOUT 200 FEET WEST OF
 KV1513'MILEPOST 64, ABOUT 200 YARDS SOUTH OF U.S. HIGHWAY 22, AT A
 KV1513'FARM-ROAD CROSSING, 35 FEET WEST OF THE CENTER LINE OF THE FARM
 KV1513'ROAD, AND 31 FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK.
 KV1513'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 KV1513
 KV1513                          STATION RECOVERY (1955)
 KV1513
 KV1513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KV1513'MARK NOT FOUND.
 KV1513
 KV1513                          STATION RECOVERY (1997)
 KV1513
 KV1513'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV1513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1385 ***********************************************************************
 KV1385  DESIGNATION -  G 29
 KV1385  PID         -  KV1385
 KV1385  STATE/COUNTY-  NJ/HUNTERDON
 KV1385  USGS QUAD   -  FLEMINGTON (1977)
 KV1385
 KV1385                         *CURRENT SURVEY CONTROL
 KV1385  ___________________________________________________________________
 KV1385* NAD 83(1986)-  40 36 03.     (N)    074 46 49.     (W)     SCALED    
 KV1385* NAVD 88     -        77.176  (meters)     253.20   (feet)  ADJUSTED  
 KV1385  ___________________________________________________________________
 KV1385  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KV1385  DYNAMIC HT  -          77.141 (meters)     253.09  (feet)  COMP
 KV1385  MODELED GRAV-     980,174.0   (mgal)                       NAVD 88
 KV1385
 KV1385  VERT ORDER  -  SECOND    CLASS 0
 KV1385
 KV1385.The horizontal coordinates were scaled from a topographic map and have
 KV1385.an estimated accuracy of +/- 6 seconds.
 KV1385
 KV1385.The orthometric height was determined by differential leveling
 KV1385.and adjusted by the National Geodetic Survey in June 1991..
 KV1385
 KV1385.The geoid height was determined by GEOID03.
 KV1385
 KV1385.The dynamic height is computed by dividing the NAVD 88
 KV1385.geopotential number by the normal gravity value computed on the
 KV1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1385.degrees latitude (g = 980.6199 gals.).
 KV1385
 KV1385.The modeled gravity was interpolated from observed gravity values.
 KV1385
 KV1385;                    North         East    Units  Estimated Accuracy
 KV1385;SPC NJ       -   196,260.      126,280.      MT  (+/- 180 meters Scaled)
 KV1385
 KV1385                          SUPERSEDED SURVEY CONTROL
 KV1385
 KV1385  NGVD 29 (??/??/??)   77.426  (m)          254.02   (f) ADJUSTED    2 0
 KV1385
 KV1385.Superseded values are not recommended for survey control.
 KV1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1385.See file dsdata.txt to determine how the superseded data were derived.
 KV1385
 KV1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK185944(NAD 83)
 KV1385_MARKER: DB = BENCH MARK DISK
 KV1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1385_STAMPING: G 29 1942
 KV1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1385+STABILITY: SURFACE MOTION
 KV1385
 KV1385  HISTORY     - Date     Condition        Report By
 KV1385  HISTORY     - 1942     MONUMENTED       CGS
 KV1385  HISTORY     - 20030111 MARK NOT FOUND   USPSQD
 KV1385
 KV1385                          STATION DESCRIPTION
 KV1385
 KV1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1385'1.1 MI SW FROM WHITE HOUSE STATION.
 KV1385'1.1 MILES SOUTHWEST ALONG A TAR ROAD FROM THE LEHIGH VALLEY
 KV1385'RAILROAD STATION AT WHITE HOUSE STATION, HUNTERDON COUNTY, 0.1
 KV1385'MILE NORTH OF THE JUNCTION OF A TAR ROAD LEADING TO READINGTON,
 KV1385'120 FEET SOUTH OF A 2-STORY YELLOW FARMHOUSE NEAR TWO RED BARNS,
 KV1385'22 FEET SOUTH OF THE SOUTH CORNER OF THE LARGER BARN, 29 FEET
 KV1385'NORTHWEST OF THE CENTERLINE OF THE ROAD, AT THE EAST CORNER
 KV1385'OF A WIRE FENCE, 2 FEET NORTHEAST OF THE FENCE, 1 1/2 FEET
 KV1385'SOUTHWEST OF A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE
 KV1385'ROAD.
 KV1385
 KV1385                          STATION RECOVERY (2003)
 KV1385
 KV1385'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 KV1385'PROBABLY GONE WITH THE LAYING OF A SEWER AND OTHER FACILITIES ALONG A
 KV1385'ROAD.  ALSO, NONE OF THE ASSOCIATED LANDMARKS REPORTED IN THE 1942
 KV1385'DESCRIPTION REMAIN (E.G., RED BARNS, WIRE FENCE, WITNESS POST). AND
 KV1385'THE ROAD MAY HAVE BEEN REALIGNED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0697 ***********************************************************************
 JU0697  DESIGNATION -  G 3
 JU0697  PID         -  JU0697
 JU0697  STATE/COUNTY-  NJ/CAMDEN
 JU0697  USGS QUAD   -  CAMDEN (1995)
 JU0697
 JU0697                         *CURRENT SURVEY CONTROL
 JU0697  ___________________________________________________________________
 JU0697* NAD 83(1986)-  39 56 28.     (N)    075 06 56.     (W)     SCALED    
 JU0697* NAVD 88     -         7.237  (meters)      23.74   (feet)  POSTED    
 JU0697  ___________________________________________________________________
 JU0697  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU0697  DYNAMIC HT  -           7.230 (meters)      23.72  (feet)  COMP
 JU0697  MODELED GRAV-     980,187.1   (mgal)                       NAVD 88
 JU0697
 JU0697  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JU0697
 JU0697.The horizontal coordinates were scaled from a topographic map and have
 JU0697.an estimated accuracy of +/- 6 seconds.
 JU0697
 JU0697.The orthometric height was determined by differential leveling
 JU0697.and adjusted by the National Geodetic Survey in 1992..
 JU0697.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JU0697.rate of 1.1 thru 2.0 mm/km.
 JU0697
 JU0697.The geoid height was determined by GEOID03.
 JU0697
 JU0697.The dynamic height is computed by dividing the NAVD 88
 JU0697.geopotential number by the normal gravity value computed on the
 JU0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0697.degrees latitude (g = 980.6199 gals.).
 JU0697
 JU0697.The modeled gravity was interpolated from observed gravity values.
 JU0697
 JU0697;                    North         East    Units  Estimated Accuracy
 JU0697;SPC NJ       -   123,160.       97,400.      MT  (+/- 180 meters Scaled)
 JU0697
 JU0697                          SUPERSEDED SURVEY CONTROL
 JU0697
 JU0697  NGVD 29 (??/??/??)    7.604  (m)           24.95   (f) ADJUSTED    1 2
 JU0697
 JU0697.Superseded values are not recommended for survey control.
 JU0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0697.See file dsdata.txt to determine how the superseded data were derived.
 JU0697
 JU0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK901212(NAD 83)
 JU0697_MARKER: DB = BENCH MARK DISK
 JU0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0697+STABILITY: SURFACE MOTION
 JU0697
 JU0697  HISTORY     - Date     Condition        Report By
 JU0697  HISTORY     - UNK      MONUMENTED       CGS
 JU0697  HISTORY     - 1924     GOOD             CGS
 JU0697  HISTORY     - 1983     GOOD             USPSQD
 JU0697
 JU0697                          STATION DESCRIPTION
 JU0697
 JU0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 JU0697'IN CAMDEN.
 JU0697'THREE FEET FROM WALL AND 8.5 FT FROM MOST NORTHWESTERLY CORNER OF
 JU0697'POLICE COURT WING OF CITY HALL AT RAILROAD AVE, MIDWAY BETWEEN
 JU0697'TWO MOST WESTERLY SUBSURFACE WINDOWS ON N FACE.
 JU0697
 JU0697                          STATION RECOVERY (1983)
 JU0697
 JU0697'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0770 ***********************************************************************
 LY0770  DESIGNATION -  G 30
 LY0770  PID         -  LY0770
 LY0770  STATE/COUNTY-  NJ/SUSSEX
 LY0770  USGS QUAD   -  NEWTON WEST (1994)
 LY0770
 LY0770                         *CURRENT SURVEY CONTROL
 LY0770  ___________________________________________________________________
 LY0770* NAD 83(1986)-  41 03 21.     (N)    074 51 42.     (W)     SCALED    
 LY0770* NAVD 88     -       146.506  (meters)     480.66   (feet)  ADJUSTED  
 LY0770  ___________________________________________________________________
 LY0770  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 LY0770  DYNAMIC HT  -         146.442 (meters)     480.45  (feet)  COMP
 LY0770  MODELED GRAV-     980,183.2   (mgal)                       NAVD 88
 LY0770
 LY0770  VERT ORDER  -  SECOND    CLASS 0
 LY0770
 LY0770.The horizontal coordinates were scaled from a topographic map and have
 LY0770.an estimated accuracy of +/- 6 seconds.
 LY0770
 LY0770.The orthometric height was determined by differential leveling
 LY0770.and adjusted by the National Geodetic Survey in June 1991..
 LY0770
 LY0770.The geoid height was determined by GEOID03.
 LY0770
 LY0770.The dynamic height is computed by dividing the NAVD 88
 LY0770.geopotential number by the normal gravity value computed on the
 LY0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0770.degrees latitude (g = 980.6199 gals.).
 LY0770
 LY0770.The modeled gravity was interpolated from observed gravity values.
 LY0770
 LY0770;                    North         East    Units  Estimated Accuracy
 LY0770;SPC NJ       -   246,810.      119,600.      MT  (+/- 180 meters Scaled)
 LY0770
 LY0770                          SUPERSEDED SURVEY CONTROL
 LY0770
 LY0770  NGVD 29 (??/??/92)  146.711  (m)          481.33   (f) ADJ UNCH    2 0
 LY0770
 LY0770.Superseded values are not recommended for survey control.
 LY0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0770.See file dsdata.txt to determine how the superseded data were derived.
 LY0770
 LY0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL116449(NAD 83)
 LY0770_MARKER: DB = BENCH MARK DISK
 LY0770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0770_SP_SET: BRIDGE
 LY0770_STAMPING: G 30 1942
 LY0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0770
 LY0770  HISTORY     - Date     Condition        Report By
 LY0770  HISTORY     - 1942     MONUMENTED       CGS
 LY0770  HISTORY     - 1984     GOOD             NJGS
 LY0770  HISTORY     - 20060611 GOOD             GEOCAC
 LY0770
 LY0770                          STATION DESCRIPTION
 LY0770
 LY0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0770'AT MIDDLEVILLE.
 LY0770'AT MIDDLEVILLE, ABOUT 300 FEET EAST OF THE POST OFFICE, AT A
 LY0770'CONCRETE HIGHWAY BRIDGE.  A STANDARD DISK, SET IN THE TOP OF THE
 LY0770'NORTH END OF THE EAST ABUTMENT, AND 12 FEET NORTH OF THE CENTER
 LY0770'LINE OF THE ROAD.
 LY0770
 LY0770                          STATION RECOVERY (1984)
 LY0770
 LY0770'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1984
 LY0770'MARK IS AT THE JUNCTION OF COUNTY ROUTES 612 AND 521. ROUTE 612 TEES
 LY0770'INTO ROUTE 521 FRONT THE SOUTH.
 LY0770
 LY0770                          STATION RECOVERY (2006)
 LY0770
 LY0770'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0770'IN STILLWATER TOWNSHIP, AT THE INTERSECTION OF POND BROOK ROAD (CR
 LY0770'612) AND WEST SHOR DRIVE (CR 521).  IN THE EAST END OF THE NORTH
 LY0770'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0479 ***********************************************************************
 LY0479  DESIGNATION -  G 31
 LY0479  PID         -  LY0479
 LY0479  STATE/COUNTY-  NJ/SUSSEX
 LY0479  USGS QUAD   -  GREENWOOD LAKE (1954)
 LY0479
 LY0479                         *CURRENT SURVEY CONTROL
 LY0479  ___________________________________________________________________
 LY0479* NAD 83(1986)-  41 07 47.     (N)    074 15 59.     (W)     SCALED    
 LY0479* NAVD 88     -       105.374  (meters)     345.71   (feet)  ADJUSTED  
 LY0479  ___________________________________________________________________
 LY0479  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LY0479  DYNAMIC HT  -         105.331 (meters)     345.57  (feet)  COMP
 LY0479  MODELED GRAV-     980,213.5   (mgal)                       NAVD 88
 LY0479
 LY0479  VERT ORDER  -  SECOND    CLASS 0
 LY0479
 LY0479.The horizontal coordinates were scaled from a topographic map and have
 LY0479.an estimated accuracy of +/- 6 seconds.
 LY0479
 LY0479.The orthometric height was determined by differential leveling
 LY0479.and adjusted by the National Geodetic Survey in June 1991..
 LY0479
 LY0479.The geoid height was determined by GEOID03.
 LY0479
 LY0479.The dynamic height is computed by dividing the NAVD 88
 LY0479.geopotential number by the normal gravity value computed on the
 LY0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0479.degrees latitude (g = 980.6199 gals.).
 LY0479
 LY0479.The modeled gravity was interpolated from observed gravity values.
 LY0479
 LY0479;                    North         East    Units  Estimated Accuracy
 LY0479;SPC NJ       -   254,980.      169,610.      MT  (+/- 180 meters Scaled)
 LY0479
 LY0479                          SUPERSEDED SURVEY CONTROL
 LY0479
 LY0479  NGVD 29 (??/??/92)  105.613  (m)          346.50   (f) ADJ UNCH    2 0
 LY0479
 LY0479.Superseded values are not recommended for survey control.
 LY0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0479.See file dsdata.txt to determine how the superseded data were derived.
 LY0479
 LY0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL615534(NAD 83)
 LY0479_MARKER: DB = BENCH MARK DISK
 LY0479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0479_SP_SET: STEPS
 LY0479_STAMPING: G 31 1942
 LY0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0479
 LY0479  HISTORY     - Date     Condition        Report By
 LY0479  HISTORY     - 1942     MONUMENTED       CGS
 LY0479  HISTORY     - 20060423 GOOD             GEOCAC
 LY0479
 LY0479                          STATION DESCRIPTION
 LY0479
 LY0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0479'AT RINGWOOD.
 LY0479'AT RINGWOOD, PASSAIC COUNTY, 79.5 FEET NORTHEAST OF THE
 LY0479'CENTERLINE OF THE MAIN ROAD, AT THE GOOD SHEPHERD MISSION CHURCH,
 LY0479'IN THE SOUTHEAST FACE OF THE BASE OF THE CONCRETE STEPS, AND
 LY0479'ABOUT 2 1/4 FEET ABOVE THE GROUND.
 LY0479
 LY0479                          STATION RECOVERY (2006)
 LY0479
 LY0479'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0479'STATION IS IN RINGWOOD, PASSAIC COUNTY, NOT SUSSEX COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0496 ***********************************************************************
 LY0496  DESIGNATION -  G 32
 LY0496  PID         -  LY0496
 LY0496  STATE/COUNTY-  NJ/SUSSEX
 LY0496  USGS QUAD   -  WAWAYANDA (1994)
 LY0496
 LY0496                         *CURRENT SURVEY CONTROL
 LY0496  ___________________________________________________________________
 LY0496* NAD 83(1986)-  41 11 54.     (N)    074 28 59.     (W)     SCALED    
 LY0496* NAVD 88     -       171.596  (meters)     562.98   (feet)  ADJUSTED  
 LY0496  ___________________________________________________________________
 LY0496  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 LY0496  DYNAMIC HT  -         171.523 (meters)     562.74  (feet)  COMP
 LY0496  MODELED GRAV-     980,196.2   (mgal)                       NAVD 88
 LY0496
 LY0496  VERT ORDER  -  SECOND    CLASS 0
 LY0496
 LY0496.The horizontal coordinates were scaled from a topographic map and have
 LY0496.an estimated accuracy of +/- 6 seconds.
 LY0496
 LY0496.The orthometric height was determined by differential leveling
 LY0496.and adjusted by the National Geodetic Survey in June 1991..
 LY0496
 LY0496.The geoid height was determined by GEOID03.
 LY0496
 LY0496.The dynamic height is computed by dividing the NAVD 88
 LY0496.geopotential number by the normal gravity value computed on the
 LY0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0496.degrees latitude (g = 980.6199 gals.).
 LY0496
 LY0496.The modeled gravity was interpolated from observed gravity values.
 LY0496
 LY0496;                    North         East    Units  Estimated Accuracy
 LY0496;SPC NJ       -   262,570.      151,420.      MT  (+/- 180 meters Scaled)
 LY0496
 LY0496                          SUPERSEDED SURVEY CONTROL
 LY0496
 LY0496  NGVD 29 (??/??/92)  171.805  (m)          563.66   (f) ADJ UNCH    2 0
 LY0496
 LY0496.Superseded values are not recommended for survey control.
 LY0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0496.See file dsdata.txt to determine how the superseded data were derived.
 LY0496
 LY0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL433609(NAD 83)
 LY0496_MARKER: DB = BENCH MARK DISK
 LY0496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0496_SP_SET: BUILDING FOUNDATION
 LY0496_STAMPING: G 32 1942
 LY0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0496
 LY0496  HISTORY     - Date     Condition        Report By
 LY0496  HISTORY     - 1942     MONUMENTED       CGS
 LY0496  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LY0496
 LY0496                          STATION DESCRIPTION
 LY0496
 LY0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0496'AT VERNON.
 LY0496'AT VERNON, SUSSEX COUNTY, AT THE WALLACE GENERAL STORE, IN THE
 LY0496'EAST FACE OF THE SOUTH FOUNDATION, 4.2 FEET SOUTH OF THE NORTHEAST
 LY0496'CORNER OF THE BUILDING, 53 FEET SOUTHWEST OF THE CENTERLINE
 LY0496'OF THE MAIN HIGHWAY, 35.5 FEET NORTHWEST OF THE CENTERLINE OF
 LY0496'A SIDE ROAD, AND ABOUT 2 FEET HIGHER THAN THE GROUND.
 LY0496
 LY0496                          STATION RECOVERY (1984)
 LY0496
 LY0496'RECOVERY NOTE BY US POWER SQUADRON 1984
 LY0496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0462 ***********************************************************************
 LY0462  DESIGNATION -  G 33
 LY0462  PID         -  LY0462
 LY0462  STATE/COUNTY-  NJ/PASSAIC
 LY0462  USGS QUAD   -  WANAQUE (1971)
 LY0462
 LY0462                         *CURRENT SURVEY CONTROL
 LY0462  ___________________________________________________________________
 LY0462* NAD 83(1986)-  41 07 13.     (N)    074 15 52.     (W)     SCALED    
 LY0462* NAVD 88     -       100.632  (meters)     330.16   (feet)  ADJUSTED  
 LY0462  ___________________________________________________________________
 LY0462  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 LY0462  DYNAMIC HT  -         100.591 (meters)     330.02  (feet)  COMP
 LY0462  MODELED GRAV-     980,214.8   (mgal)                       NAVD 88
 LY0462
 LY0462  VERT ORDER  -  SECOND    CLASS 0
 LY0462
 LY0462.The horizontal coordinates were scaled from a topographic map and have
 LY0462.an estimated accuracy of +/- 6 seconds.
 LY0462
 LY0462.The orthometric height was determined by differential leveling
 LY0462.and adjusted by the National Geodetic Survey in June 1991..
 LY0462
 LY0462.The geoid height was determined by GEOID03.
 LY0462
 LY0462.The dynamic height is computed by dividing the NAVD 88
 LY0462.geopotential number by the normal gravity value computed on the
 LY0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0462.degrees latitude (g = 980.6199 gals.).
 LY0462
 LY0462.The modeled gravity was interpolated from observed gravity values.
 LY0462
 LY0462;                    North         East    Units  Estimated Accuracy
 LY0462;SPC NJ       -   253,930.      169,780.      MT  (+/- 180 meters Scaled)
 LY0462
 LY0462                          SUPERSEDED SURVEY CONTROL
 LY0462
 LY0462  NGVD 29 (??/??/92)  100.872  (m)          330.94   (f) ADJ UNCH    2 0
 LY0462
 LY0462.Superseded values are not recommended for survey control.
 LY0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0462.See file dsdata.txt to determine how the superseded data were derived.
 LY0462
 LY0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL617523(NAD 83)
 LY0462_MARKER: DB = BENCH MARK DISK
 LY0462_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0462_SP_SET: BUILDING
 LY0462_STAMPING: G 33 1942
 LY0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0462+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2006
 LY0462
 LY0462  HISTORY     - Date     Condition        Report By
 LY0462  HISTORY     - 1942     MONUMENTED       CGS
 LY0462  HISTORY     - 19940905 GOOD             USPSQD
 LY0462  HISTORY     - 20060405 GOOD             AASCO
 LY0462  HISTORY     - 20060423 GOOD             GEOCAC
 LY0462
 LY0462                          STATION DESCRIPTION
 LY0462
 LY0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0462'0.9 MI S FROM RINGWOOD.
 LY0462'ABOUT 0.9 MILE SOUTH ALONG A BLACK-TOP ROAD FROM THE POST OFFICE
 LY0462'AT RINGWOOD, PASSAIC COUNTY, AT THE ELEANOR HEWITT SCHOOL, IN
 LY0462'THE NORTHWEST WALL, 2.7 FEET SOUTHWEST OF THE NORTH CORNER, AND
 LY0462'3.7 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED G 33 1942
 LY0462'AND SET VERTICALLY.
 LY0462
 LY0462                          STATION RECOVERY (1994)
 LY0462
 LY0462'RECOVERY NOTE BY US POWER SQUADRON 1994
 LY0462'RECOVERED IN GOOD CONDITION.
 LY0462
 LY0462                          STATION RECOVERY (2006)
 LY0462
 LY0462'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 LY0462'RECOVERED IN GOOD CONDITION.
 LY0462
 LY0462                          STATION RECOVERY (2006)
 LY0462
 LY0462'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0838 ***********************************************************************
 LY0838  DESIGNATION -  G 34
 LY0838  PID         -  LY0838
 LY0838  STATE/COUNTY-  NJ/SUSSEX
 LY0838  USGS QUAD   -  BRANCHVILLE (1995)
 LY0838
 LY0838                         *CURRENT SURVEY CONTROL
 LY0838  ___________________________________________________________________
 LY0838* NAD 83(1986)-  41 08 24.     (N)    074 42 07.     (W)     SCALED    
 LY0838* NAVD 88     -       141.489  (meters)     464.20   (feet)  ADJUSTED  
 LY0838  ___________________________________________________________________
 LY0838  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 LY0838  DYNAMIC HT  -         141.429 (meters)     464.00  (feet)  COMP
 LY0838  MODELED GRAV-     980,198.1   (mgal)                       NAVD 88
 LY0838
 LY0838  VERT ORDER  -  SECOND    CLASS 0
 LY0838
 LY0838.The horizontal coordinates were scaled from a topographic map and have
 LY0838.an estimated accuracy of +/- 6 seconds.
 LY0838
 LY0838.The orthometric height was determined by differential leveling
 LY0838.and adjusted by the National Geodetic Survey in June 1991..
 LY0838
 LY0838.The geoid height was determined by GEOID03.
 LY0838
 LY0838.The dynamic height is computed by dividing the NAVD 88
 LY0838.geopotential number by the normal gravity value computed on the
 LY0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0838.degrees latitude (g = 980.6199 gals.).
 LY0838
 LY0838.The modeled gravity was interpolated from observed gravity values.
 LY0838
 LY0838;                    North         East    Units  Estimated Accuracy
 LY0838;SPC NJ       -   256,110.      133,050.      MT  (+/- 180 meters Scaled)
 LY0838
 LY0838                          SUPERSEDED SURVEY CONTROL
 LY0838
 LY0838  NGVD 29 (??/??/92)  141.687  (m)          464.85   (f) ADJ UNCH    2 0
 LY0838
 LY0838.Superseded values are not recommended for survey control.
 LY0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0838.See file dsdata.txt to determine how the superseded data were derived.
 LY0838
 LY0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL250543(NAD 83)
 LY0838_MARKER: DB = BENCH MARK DISK
 LY0838_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0838_SP_SET: BRIDGE
 LY0838_STAMPING: G 34 1942
 LY0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0838_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0838+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 LY0838
 LY0838  HISTORY     - Date     Condition        Report By
 LY0838  HISTORY     - 1942     MONUMENTED       CGS
 LY0838  HISTORY     - 20041106 GOOD             GEOCAC
 LY0838
 LY0838                          STATION DESCRIPTION
 LY0838
 LY0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0838'1.5 MI NE FROM AUGUSTA.
 LY0838'1.5 MILES NORTHEAST ALONG THE LEHIGH AND NEW ENGLAND RAILROAD
 LY0838'FROM THE POST OFFICE AT AUGUSTA, AT A GRAVEL ROAD CROSSING,
 LY0838'AT A CONCRETE BRIDGE UNDER THE ROAD.  A STANDARD DISK, SET IN
 LY0838'THE TOP OF THE EAST END OF THE NORTH ABUTMENT, 50 FEET SOUTH
 LY0838'OF THE SOUTH RAIL OF THE TRACK, AND 13 FEET EAST OF THE CENTER
 LY0838'LINE OF THE ROAD.
 LY0838
 LY0838                          STATION RECOVERY (2004)
 LY0838
 LY0838'RECOVERY NOTE BY GEOCACHING 2004 (JRI)
 LY0838'THE LEHIGH AND NEW ENGLAND RAILROAD TRACK HAS BEEN REMOVED AND IS NOW
 LY0838'THE ELIZABETHTOWN GAS CO. PIPELINE RIGHT OF WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0805 ***********************************************************************
 LY0805  DESIGNATION -  G 35
 LY0805  PID         -  LY0805
 LY0805  STATE/COUNTY-  NJ/SUSSEX
 LY0805  USGS QUAD   -  CULVERS GAP (1997)
 LY0805
 LY0805                         *CURRENT SURVEY CONTROL
 LY0805  ___________________________________________________________________
 LY0805* NAD 83(1986)-  41 08 46.     (N)    074 45 30.     (W)     SCALED    
 LY0805* NAVD 88     -       196.487  (meters)     644.64   (feet)  ADJUSTED  
 LY0805  ___________________________________________________________________
 LY0805  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 LY0805  DYNAMIC HT  -         196.401 (meters)     644.36  (feet)  COMP
 LY0805  MODELED GRAV-     980,184.2   (mgal)                       NAVD 88
 LY0805
 LY0805  VERT ORDER  -  SECOND    CLASS 0
 LY0805
 LY0805.The horizontal coordinates were scaled from a topographic map and have
 LY0805.an estimated accuracy of +/- 6 seconds.
 LY0805
 LY0805.The orthometric height was determined by differential leveling
 LY0805.and adjusted by the National Geodetic Survey in June 1991..
 LY0805
 LY0805.The geoid height was determined by GEOID03.
 LY0805
 LY0805.The dynamic height is computed by dividing the NAVD 88
 LY0805.geopotential number by the normal gravity value computed on the
 LY0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0805.degrees latitude (g = 980.6199 gals.).
 LY0805
 LY0805.The modeled gravity was interpolated from observed gravity values.
 LY0805
 LY0805;                    North         East    Units  Estimated Accuracy
 LY0805;SPC NJ       -   256,810.      128,320.      MT  (+/- 180 meters Scaled)
 LY0805
 LY0805                          SUPERSEDED SURVEY CONTROL
 LY0805
 LY0805  NGVD 29 (??/??/92)  196.682  (m)          645.28   (f) ADJ UNCH    2 0
 LY0805
 LY0805.Superseded values are not recommended for survey control.
 LY0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0805.See file dsdata.txt to determine how the superseded data were derived.
 LY0805
 LY0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL202550(NAD 83)
 LY0805_MARKER: DB = BENCH MARK DISK
 LY0805_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0805_SP_SET: BRIDGE
 LY0805_STAMPING: G 35 1942
 LY0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0805
 LY0805  HISTORY     - Date     Condition        Report By
 LY0805  HISTORY     - 1942     MONUMENTED       CGS
 LY0805  HISTORY     - 1982     GOOD             USDA
 LY0805
 LY0805                          STATION DESCRIPTION
 LY0805
 LY0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0805'AT BRANCHVILLE.
 LY0805'1.0 MILE NORTHWEST ALONG STATE HIGHWAY NO. S 31 FROM THE
 LY0805'HIGHWAY BRIDGE OVER THE D.L. AND W. RAILROAD ON THE SOUTH EDGE
 LY0805'OF BRANCHVILLE, AT THE CONCRETE BRIDGE OVER CULVERS BROOK.  A
 LY0805'STANDARD DISK, SET IN THE TOP OF THE SOUTHEAST END OF THE
 LY0805'SOUTHWEST COPING, AND 34.5 FEET SOUTHWEST OF THE CENTER LINE OF
 LY0805'THE HIGHWAY.
 LY0805
 LY0805                          STATION RECOVERY (1982)
 LY0805
 LY0805'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1982
 LY0805'NOTE: THAT CONCRETE COPING SURROUNDING DISK HAS WEATHERED AWAY 1/2'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0206 ***********************************************************************
 KV0206  DESIGNATION -  G 37
 KV0206  PID         -  KV0206
 KV0206  STATE/COUNTY-  NJ/MIDDLESEX
 KV0206  USGS QUAD   -  ARTHUR KILL (1981)
 KV0206
 KV0206                         *CURRENT SURVEY CONTROL
 KV0206  ___________________________________________________________________
 KV0206* NAD 83(1986)-  40 34 14.     (N)    074 13 47.     (W)     SCALED    
 KV0206* NAVD 88     -         5.638  (meters)      18.50   (feet)  ADJUSTED  
 KV0206  ___________________________________________________________________
 KV0206  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KV0206  DYNAMIC HT  -           5.636 (meters)      18.49  (feet)  COMP
 KV0206  MODELED GRAV-     980,220.4   (mgal)                       NAVD 88
 KV0206
 KV0206  VERT ORDER  -  FIRST     CLASS II
 KV0206
 KV0206.The horizontal coordinates were scaled from a topographic map and have
 KV0206.an estimated accuracy of +/- 6 seconds.
 KV0206
 KV0206.The orthometric height was determined by differential leveling
 KV0206.and adjusted by the National Geodetic Survey in June 1991..
 KV0206
 KV0206.The geoid height was determined by GEOID03.
 KV0206
 KV0206.The dynamic height is computed by dividing the NAVD 88
 KV0206.geopotential number by the normal gravity value computed on the
 KV0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0206.degrees latitude (g = 980.6199 gals.).
 KV0206
 KV0206.The modeled gravity was interpolated from observed gravity values.
 KV0206
 KV0206;                    North         East    Units  Estimated Accuracy
 KV0206;SPC NJ       -   192,900.      172,890.      MT  (+/- 180 meters Scaled)
 KV0206
 KV0206                          SUPERSEDED SURVEY CONTROL
 KV0206
 KV0206  NGVD 29 (04/16/92)    5.956  (m)           19.54   (f) ADJUSTED    1 2
 KV0206
 KV0206.Superseded values are not recommended for survey control.
 KV0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0206.See file dsdata.txt to determine how the superseded data were derived.
 KV0206
 KV0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK652913(NAD 83)
 KV0206_MARKER: DB = BENCH MARK DISK
 KV0206_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0206_SP_SET: FOUNDATION
 KV0206_STAMPING: G 37 1952
 KV0206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0206
 KV0206  HISTORY     - Date     Condition        Report By
 KV0206  HISTORY     - 1952     MONUMENTED       CGS
 KV0206
 KV0206                          STATION DESCRIPTION
 KV0206
 KV0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0206'AT CARTERET.
 KV0206'AT CARTERET, ABOUT 0.5 MILE SOUTHWEST ALONG ROOSEVELT AVENUE FROM
 KV0206'COLUMBUS SCHOOL, SET VERTICALLY IN THE NORTH FACE AT THE
 KV0206'NORTHWEST CORNER OF CONCRETE FOUNDATION OF CARTERET ABATTOIR
 KV0206'STOCK YARD BUILDING, 75 FEET SOUTH OF CENTER LINE OF STREET,
 KV0206'1 FOOT EAST OF NORTHWEST CORNER OF BUILDING AND ABOUT 1 1/2
 KV0206'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0200 ***********************************************************************
 KV0200  DESIGNATION -  G 38
 KV0200  PID         -  KV0200
 KV0200  STATE/COUNTY-  NJ/MIDDLESEX
 KV0200  USGS QUAD   -  PERTH AMBOY (1981)
 KV0200
 KV0200                         *CURRENT SURVEY CONTROL
 KV0200  ___________________________________________________________________
 KV0200* NAD 83(1986)-  40 33 14.     (N)    074 16 08.     (W)     SCALED    
 KV0200* NAVD 88     -        10.205  (meters)      33.48   (feet)  ADJUSTED  
 KV0200  ___________________________________________________________________
 KV0200  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KV0200  DYNAMIC HT  -          10.201 (meters)      33.47  (feet)  COMP
 KV0200  MODELED GRAV-     980,216.0   (mgal)                       NAVD 88
 KV0200
 KV0200  VERT ORDER  -  FIRST     CLASS II
 KV0200
 KV0200.The horizontal coordinates were scaled from a topographic map and have
 KV0200.an estimated accuracy of +/- 6 seconds.
 KV0200
 KV0200.The orthometric height was determined by differential leveling
 KV0200.and adjusted by the National Geodetic Survey in June 1991..
 KV0200
 KV0200.The geoid height was determined by GEOID03.
 KV0200
 KV0200.The dynamic height is computed by dividing the NAVD 88
 KV0200.geopotential number by the normal gravity value computed on the
 KV0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0200.degrees latitude (g = 980.6199 gals.).
 KV0200
 KV0200.The modeled gravity was interpolated from observed gravity values.
 KV0200
 KV0200;                    North         East    Units  Estimated Accuracy
 KV0200;SPC NJ       -   191,040.      169,570.      MT  (+/- 180 meters Scaled)
 KV0200
 KV0200                          SUPERSEDED SURVEY CONTROL
 KV0200
 KV0200  NGVD 29 (04/16/92)   10.518  (m)           34.51   (f) ADJUSTED    1 2
 KV0200
 KV0200.Superseded values are not recommended for survey control.
 KV0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0200.See file dsdata.txt to determine how the superseded data were derived.
 KV0200
 KV0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK619894(NAD 83)
 KV0200_MARKER: DB = BENCH MARK DISK
 KV0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0200_SP_SET: WALK
 KV0200_STAMPING: G 38 1952
 KV0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0200
 KV0200  HISTORY     - Date     Condition        Report By
 KV0200  HISTORY     - 1952     MONUMENTED       CGS
 KV0200
 KV0200                          STATION DESCRIPTION
 KV0200
 KV0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0200'AT WOODBRIDGE.
 KV0200'AT WOODBRIDGE, ABOUT 0.1 MILE SOUTH ALONG BERRY STREET FROM ITS
 KV0200'JUNCTION WITH MAIN STREET, THENCE ABOUT 0.3 MILE SOUTHEAST ALONG
 KV0200'WOODBRIDGE AVENUE, ABOUT 0.55 MILE NORTHWEST OF JUNCTION OF WEST
 KV0200'AVENUE, IN THE TOP OF THE NORTHEAST EDGE OF THE PEDESTRIAN WALK ALONG
 KV0200'THE NORTHEAST SIDE OF WOODBRIDGE AVENUE OVERPASS OVER THE NEW
 KV0200'JERSEY TURNPIKE, 22 FEET NORTHEAST OF CENTER LINE OF AVENUE,
 KV0200'DIRECTLY OVER THE SOUTHEAST ABUTMENT AND ABOUT 1 FOOT ABOVE
 KV0200'AVENUE.  NOTE-- MARK MAY BE REACHED FROM PERTH AMBOY BY GOING
 KV0200'ABOUT 1.95 MILES NORTH ALONG STATE AND WEST STREETS FROM THE
 KV0200'UNDERPASS UNDER OUTER BRIDGE, THENCE ABOUT 0.55 MILE NORTHWEST
 KV0200'ALONG WOODBRIDGE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0639 ***********************************************************************
 KV0639  DESIGNATION -  G 39
 KV0639  PID         -  KV0639
 KV0639  STATE/COUNTY-  NJ/MORRIS
 KV0639  USGS QUAD   -  MORRISTOWN (1981)
 KV0639
 KV0639                         *CURRENT SURVEY CONTROL
 KV0639  ___________________________________________________________________
 KV0639* NAD 83(1986)-  40 46 57.     (N)    074 26 54.     (W)     SCALED    
 KV0639* NAVD 88     -       111.089  (meters)     364.46   (feet)  ADJUSTED  
 KV0639  ___________________________________________________________________
 KV0639  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV0639  DYNAMIC HT  -         111.041 (meters)     364.31  (feet)  COMP
 KV0639  MODELED GRAV-     980,188.2   (mgal)                       NAVD 88
 KV0639
 KV0639  VERT ORDER  -  SECOND    CLASS 0
 KV0639
 KV0639.The horizontal coordinates were scaled from a topographic map and have
 KV0639.an estimated accuracy of +/- 6 seconds.
 KV0639
 KV0639.The orthometric height was determined by differential leveling
 KV0639.and adjusted by the National Geodetic Survey in June 1991..
 KV0639
 KV0639.The geoid height was determined by GEOID03.
 KV0639
 KV0639.The dynamic height is computed by dividing the NAVD 88
 KV0639.geopotential number by the normal gravity value computed on the
 KV0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0639.degrees latitude (g = 980.6199 gals.).
 KV0639
 KV0639.The modeled gravity was interpolated from observed gravity values.
 KV0639
 KV0639;                    North         East    Units  Estimated Accuracy
 KV0639;SPC NJ       -   216,400.      154,360.      MT  (+/- 180 meters Scaled)
 KV0639
 KV0639                          SUPERSEDED SURVEY CONTROL
 KV0639
 KV0639  NGVD 29 (??/??/??)  111.369  (m)          365.38   (f) ADJUSTED    2 0
 KV0639
 KV0639.Superseded values are not recommended for survey control.
 KV0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0639.See file dsdata.txt to determine how the superseded data were derived.
 KV0639
 KV0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL465147(NAD 83)
 KV0639_MARKER: DB = BENCH MARK DISK
 KV0639_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0639_SP_SET: CONCRETE PIER FOUNDATION
 KV0639_STAMPING: G 39 1960
 KV0639_MARK LOGO: CGS   
 KV0639_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0639+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1989
 KV0639
 KV0639  HISTORY     - Date     Condition        Report By
 KV0639  HISTORY     - 1960     MONUMENTED       CGS
 KV0639  HISTORY     - 1966     GOOD             CGS
 KV0639  HISTORY     - 1984     GOOD             LOCSUR
 KV0639  HISTORY     - 1985     GOOD             USPSQD
 KV0639  HISTORY     - 19891006 GOOD             NJGS
 KV0639  HISTORY     - 1991     GOOD             USPSQD
 KV0639  HISTORY     - 19950408 GOOD             USPSQD
 KV0639
 KV0639                          STATION DESCRIPTION
 KV0639
 KV0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV0639'0.4 MI NW FROM CONVENT.
 KV0639'THE ORIGINAL DESCRIPTION WAS IN-CORRECT, A NEW DESCRIPTION
 KV0639'FOLLOWS-- ABOUT 0.35 MILE NORTHWEST ALONG ASPHALT ROAD THAT
 KV0639'PARALLELS THE RAILROAD, FROM THE RAILROAD STATION AT CONVENT, TO
 KV0639'THE UNDERPASS FOR PUNCHBOWL ROAD, CROSS UNDER THE RAILROAD TO
 KV0639'MARK SET IN THE FOUNDATION FOR THE PIER OF THE UNDERPASS, IT IS
 KV0639'9 FT. SOUTH OF THE WEST BOUND LANE, 9 FT. NORTH OF THE EAST
 KV0639'BOUND LANE, 2 FT. EAST OF THE EAST SIDE OF THE EAST MOST PIER,
 KV0639'5 FT. WEST OF THE EAST END OF THE FOUNDATION OF THE PIER, AND
 KV0639'ABOUT 6 INCHES ABOVE THE ROAD AND 14 FT. BELOW THE TRACKS.
 KV0639
 KV0639                          STATION RECOVERY (1984)
 KV0639
 KV0639'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 KV0639'RECOVERED IN GOOD CONDITION.
 KV0639
 KV0639                          STATION RECOVERY (1985)
 KV0639
 KV0639'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0639'RECOVERED IN GOOD CONDITION.
 KV0639
 KV0639                          STATION RECOVERY (1989)
 KV0639
 KV0639'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV0639'IN MORRIS TOWNSHIP, 2.0 KM (1.2 MI) EAST-SOUTHEAST ALONG STATE HIGHWAY
 KV0639'ROUTE 24- MADISON AVENUE- FROM THE JUNCTION WITH INTERSTATE ROUTE
 KV0639'287-EXIT 31-TO THE JUNTION OF PUNCH BOWL ROAD, THENCE  0.2 KM
 KV0639'(0.1 MI) NORTHEAST ON PUNCH BOWL ROAD TO THE DELAWARE-LACKAWANNA
 KV0639'RAILROAD BRIDGE AND THE MARK SET AT THE EASTERLY PIER FOUNDATION ON
 KV0639'THE LEFT, 2.9 M (9.5 FT) SOUTH OF THE WEST BOUND LANES OF PUNCH BOWL
 KV0639'ROAD, 2.8 M (9.2 FT) NORTH OF THE EAST BOUND LANES OF SAME ROAD, 0.9
 KV0639'M (3.0 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE MOST NORTHERLY
 KV0639'PIER OF THE RAILROAD BRIDGE, 0.6 M (2.0 FT) NORTHEAST OF THE
 KV0639'SOUTHEAST CORNER OF SAME BRIDGE, 1.4 M (4.6 FT) WEST OF EAST END OF
 KV0639'PIER FOUNDATION, SET 0.2 M (0.7 FT) ABOVE ROAD SURFACE.
 KV0639
 KV0639                          STATION RECOVERY (1991)
 KV0639
 KV0639'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWK)
 KV0639'RECOVERED IN GOOD CONDITION.
 KV0639
 KV0639                          STATION RECOVERY (1995)
 KV0639
 KV0639'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1624 ***********************************************************************
 KU1624  DESIGNATION -  G 40
 KU1624  PID         -  KU1624
 KU1624  STATE/COUNTY-  NJ/BERGEN
 KU1624  USGS QUAD   -  YONKERS (1979)
 KU1624
 KU1624                         *CURRENT SURVEY CONTROL
 KU1624  ___________________________________________________________________
 KU1624* NAD 83(1986)-  40 58 10.     (N)    073 54 58.     (W)     SCALED    
 KU1624* NAVD 88     -       160.872  (meters)     527.79   (feet)  ADJUSTED  
 KU1624  ___________________________________________________________________
 KU1624  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 KU1624  DYNAMIC HT  -         160.814 (meters)     527.60  (feet)  COMP
 KU1624  MODELED GRAV-     980,256.6   (mgal)                       NAVD 88
 KU1624
 KU1624  VERT ORDER  -  SECOND    CLASS 0
 KU1624
 KU1624.The horizontal coordinates were scaled from a topographic map and have
 KU1624.an estimated accuracy of +/- 6 seconds.
 KU1624
 KU1624.The orthometric height was determined by differential leveling
 KU1624.and adjusted by the National Geodetic Survey in June 1991..
 KU1624
 KU1624.The geoid height was determined by GEOID03.
 KU1624
 KU1624.The dynamic height is computed by dividing the NAVD 88
 KU1624.geopotential number by the normal gravity value computed on the
 KU1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1624.degrees latitude (g = 980.6199 gals.).
 KU1624
 KU1624.The modeled gravity was interpolated from observed gravity values.
 KU1624
 KU1624;                    North         East    Units  Estimated Accuracy
 KU1624;SPC NJ       -   237,320.      199,140.      MT  (+/- 180 meters Scaled)
 KU1624
 KU1624                          SUPERSEDED SURVEY CONTROL
 KU1624
 KU1624  NGVD 29 (??/??/92)  161.181  (m)          528.81   (f) ADJ UNCH    2 0
 KU1624
 KU1624.Superseded values are not recommended for survey control.
 KU1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1624.See file dsdata.txt to determine how the superseded data were derived.
 KU1624
 KU1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL912359(NAD 83)
 KU1624_MARKER: DB = BENCH MARK DISK
 KU1624_SETTING: 66 = SET IN ROCK OUTCROP
 KU1624_SP_SET: ROCK OUTCROP
 KU1624_STAMPING: G 40 1956
 KU1624_MARK LOGO: CGS   
 KU1624_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU1624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU1624+STABILITY: POSITION/ELEVATION WELL
 KU1624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1624+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 KU1624
 KU1624  HISTORY     - Date     Condition        Report By
 KU1624  HISTORY     - 1956     MONUMENTED       CGS
 KU1624  HISTORY     - 19920221 GOOD             NJGS
 KU1624  HISTORY     - 19950827 GOOD             USPSQD
 KU1624  HISTORY     - 20060430 GOOD             GEOCAC
 KU1624
 KU1624                          STATION DESCRIPTION
 KU1624
 KU1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU1624'1.8 MI NE FROM ALPINE.
 KU1624'0.2 MILE EAST ALONG CLOSTER DOCK ROAD FROM THE ALPINE METHODIST
 KU1624'CHURCH, 1.6 MILE NORTH ALONG U.S. HIGHWAY 9W, ABOUT 0.1 MILE SOUTH
 KU1624'OF A FLYING A SERVICE STATION, 111.8 FEET SOUTH OF THE SOUTH END
 KU1624'OF THE WEST ROCK HEADWALL OF A 24 INCH IRON PIPE CULVERT UNDER
 KU1624'THE HIGHWAY, 78.8 FEET NORTH OF POWER LINE POLE NO. 20258, 48.3
 KU1624'FEET SOUTH OF POWER LINE POLE NO. 20259, 28 FEET WEST OF THE
 KU1624'CENTERLINE OF HIGHWAY, SET IN TOP AND IN THE CENTER OF A 2 BY 4
 KU1624'FOOT OUTCROP ROCK ABOUT LEVEL WITH THE GROUND.
 KU1624
 KU1624                          STATION RECOVERY (1992)
 KU1624
 KU1624'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KU1624'RECOVERED AS DESCRIBED.
 KU1624
 KU1624                          STATION RECOVERY (1995)
 KU1624
 KU1624'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU1624'RECOVERED IN GOOD CONDITION.
 KU1624
 KU1624                          STATION RECOVERY (2006)
 KU1624
 KU1624'RECOVERY NOTE BY GEOCACHING 2006
 KU1624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0508 ***********************************************************************
 KV0508  DESIGNATION -  G 41
 KV0508  PID         -  KV0508
 KV0508  STATE/COUNTY-  NJ/BERGEN
 KV0508  USGS QUAD   -  WEEHAWKEN (1995)
 KV0508
 KV0508                         *CURRENT SURVEY CONTROL
 KV0508  ___________________________________________________________________
 KV0508* NAD 83(1986)-  40 50 55.     (N)    074 01 17.     (W)     SCALED    
 KV0508* NAVD 88     -        12.051  (meters)      39.54   (feet)  ADJUSTED  
 KV0508  ___________________________________________________________________
 KV0508  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 KV0508  DYNAMIC HT  -          12.046 (meters)      39.52  (feet)  COMP
 KV0508  MODELED GRAV-     980,240.3   (mgal)                       NAVD 88
 KV0508
 KV0508  VERT ORDER  -  SECOND    CLASS 0
 KV0508
 KV0508.The horizontal coordinates were scaled from a topographic map and have
 KV0508.an estimated accuracy of +/- 6 seconds.
 KV0508
 KV0508.The orthometric height was determined by differential leveling
 KV0508.and adjusted by the National Geodetic Survey in June 1991..
 KV0508
 KV0508.The geoid height was determined by GEOID03.
 KV0508
 KV0508.The dynamic height is computed by dividing the NAVD 88
 KV0508.geopotential number by the normal gravity value computed on the
 KV0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0508.degrees latitude (g = 980.6199 gals.).
 KV0508
 KV0508.The modeled gravity was interpolated from observed gravity values.
 KV0508
 KV0508;                    North         East    Units  Estimated Accuracy
 KV0508;SPC NJ       -   223,850.      190,360.      MT  (+/- 180 meters Scaled)
 KV0508
 KV0508                          SUPERSEDED SURVEY CONTROL
 KV0508
 KV0508  NGVD 29 (??/??/??)   12.354  (m)           40.53   (f) ADJUSTED    2 0
 KV0508
 KV0508.Superseded values are not recommended for survey control.
 KV0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0508.See file dsdata.txt to determine how the superseded data were derived.
 KV0508
 KV0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL824224(NAD 83)
 KV0508_MARKER: DB = BENCH MARK DISK
 KV0508_SETTING: 0 = UNSPECIFIED SETTING
 KV0508_SP_SET: BALUSTRADE
 KV0508_STAMPING: G 41 1956
 KV0508_MARK LOGO: CGS   
 KV0508_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0508+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1992
 KV0508
 KV0508  HISTORY     - Date     Condition        Report By
 KV0508  HISTORY     - 1956     MONUMENTED       CGS
 KV0508  HISTORY     - 1962     GOOD             CGS
 KV0508  HISTORY     - 19920220 GOOD             NJGS
 KV0508
 KV0508                          STATION DESCRIPTION
 KV0508
 KV0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0508'0.4 MI E FROM RIDGEFIELD PARK.
 KV0508'0.4 MILE EAST ALONG U.S. HIGHWAY 46 FROM THE EAST END OF THE
 KV0508'LARGE BRIDGE OVER THE HACKENSACK RIVER, ON TOP OF THE EAST END
 KV0508'OF THE SOUTH BALUSTRADE OF THE U.S. HIGHWAY 46 OVERPASS OVER
 KV0508'TEANECK ROAD, 9 FEET SOUTH OF THE SOUTH CURB OF THE HIGHWAY, 0.4
 KV0508'FOOT WEST OF THE EAST END OF THE BALUSTRADE AND 4 1/2 FEET
 KV0508'ABOVE THE SIDEWALK.
 KV0508
 KV0508                          STATION RECOVERY (1962)
 KV0508
 KV0508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 KV0508'RECOVERED IN GOOD CONDITION.
 KV0508
 KV0508                          STATION RECOVERY (1992)
 KV0508
 KV0508'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KV0508'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3524 ***********************************************************************
 KV3524  DESIGNATION -  G 53 RESET 1980
 KV3524  PID         -  KV3524
 KV3524  STATE/COUNTY-  NJ/MIDDLESEX
 KV3524  USGS QUAD   -  SOUTH AMBOY (1981)
 KV3524
 KV3524                         *CURRENT SURVEY CONTROL
 KV3524  ___________________________________________________________________
 KV3524* NAD 83(1986)-  40 28 12.     (N)    074 22 02.     (W)     SCALED    
 KV3524* NAVD 88     -         2.81   (meters)       9.2    (feet)  RESET     
 KV3524  ___________________________________________________________________
 KV3524  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KV3524
 KV3524  VERT ORDER  -  THIRD
 KV3524
 KV3524.The horizontal coordinates were scaled from a topographic map and have
 KV3524.an estimated accuracy of +/- 6 seconds.
 KV3524
 KV3524.The orthometric height was computed from unverified reset data.
 KV3524.No vertical observational check was made to the station.
 KV3524
 KV3524.The geoid height was determined by GEOID03.
 KV3524
 KV3524;                    North         East    Units  Estimated Accuracy
 KV3524;SPC NJ       -   181,710.      161,260.      MT  (+/- 180 meters Scaled)
 KV3524
 KV3524                          SUPERSEDED SURVEY CONTROL
 KV3524
 KV3524  NGVD 29 (??/??/??)    3.16   (m)           10.4    (f) RESET       3  
 KV3524
 KV3524.Superseded values are not recommended for survey control.
 KV3524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3524.See file dsdata.txt to determine how the superseded data were derived.
 KV3524
 KV3524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK536801(NAD 83)
 KV3524_MARKER: DB = BENCH MARK DISK
 KV3524_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KV3524_SP_SET: MASSIVE CONCRETE PAD
 KV3524_STAMPING: G 53 RESET 1980
 KV3524_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV3524+STABILITY: POSITION/ELEVATION WELL
 KV3524
 KV3524  HISTORY     - Date     Condition        Report By
 KV3524  HISTORY     - 1980     MONUMENTED       NGS
 KV3524
 KV3524                          STATION DESCRIPTION
 KV3524
 KV3524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 KV3524'IN SAYERVILLE.
 KV3524'TO REACH FROM THE POST OFFICE IN SAREYVILLE, GO NORTHERLY ON MAIN
 KV3524'STREET FOR 0.5 MILE TO A SIDEROAD LEFT. TURN LEFT AND GO WEST ON
 KV3524'MACARTHUR AVENUE FOR 0.2 MILE TO A REVERSE FORK, CONTINUE WESTERLY ON
 KV3524'MACARTHUR AVENUE FOR ABOUT 100 FEET TO A SIDE ROAD RIGHT, TURN RIGHT
 KV3524'AND GO IN A NORTHERLY DIRECTION ON CANAL STREET FOR 0.35 MILE TO THE
 KV3524'SAREYVILLE RELIEF PUMPING STATION AND THE BENCH MARK SET IN A CONCRETE
 KV3524'LANDING ON THE MOST SOUTHERLY POINT OF THE VERY LARGE BUILDING, 62
 KV3524'FEET SOUTHEAST OF THE MOST SOUTHWEST CORNER OF THE BRICK BUILDING, 26
 KV3524'FEET SOUTHWEST OF THE CENTER OF THE MOST SOUTHERLY DRIVEWAY DOOR
 KV3524'ENTERING THE BUILDING, 15.4 FEET SOUTHWEST OF THE MOST SOUTHEAST
 KV3524'CORNER OF THE BUILDING AND 1.6 FEET NORTH OF THE SOUTHEAST CORNER OF
 KV3524'THE CONCRETE LANDING.  THIS IS A MASSIVE BUILDING WHICH IS INTO THE
 KV3524'GROUND 50 FEET AND RESTING ON SOLID GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0884 ***********************************************************************
 KV0884  DESIGNATION -  G 54
 KV0884  PID         -  KV0884
 KV0884  STATE/COUNTY-  NJ/MONMOUTH
 KV0884  USGS QUAD   -  LONG BRANCH (1981)
 KV0884
 KV0884                         *CURRENT SURVEY CONTROL
 KV0884  ___________________________________________________________________
 KV0884* NAD 83(1986)-  40 19 51.     (N)    074 04 27.     (W)     SCALED    
 KV0884* NAVD 88     -        22.526  (meters)      73.90   (feet)  ADJUSTED  
 KV0884  ___________________________________________________________________
 KV0884  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KV0884  DYNAMIC HT  -          22.516 (meters)      73.87  (feet)  COMP
 KV0884  MODELED GRAV-     980,199.6   (mgal)                       NAVD 88
 KV0884
 KV0884  VERT ORDER  -  SECOND    CLASS 0
 KV0884
 KV0884.The horizontal coordinates were scaled from a topographic map and have
 KV0884.an estimated accuracy of +/- 6 seconds.
 KV0884
 KV0884.The orthometric height was determined by differential leveling
 KV0884.and adjusted by the National Geodetic Survey in June 1991..
 KV0884
 KV0884.The geoid height was determined by GEOID03.
 KV0884
 KV0884.The dynamic height is computed by dividing the NAVD 88
 KV0884.geopotential number by the normal gravity value computed on the
 KV0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0884.degrees latitude (g = 980.6199 gals.).
 KV0884
 KV0884.The modeled gravity was interpolated from observed gravity values.
 KV0884
 KV0884;                    North         East    Units  Estimated Accuracy
 KV0884;SPC NJ       -   166,330.      186,180.      MT  (+/- 180 meters Scaled)
 KV0884
 KV0884                          SUPERSEDED SURVEY CONTROL
 KV0884
 KV0884  NGVD 29 (04/16/92)   22.847  (m)           74.96   (f) ADJUSTED    2 0
 KV0884
 KV0884.Superseded values are not recommended for survey control.
 KV0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0884.See file dsdata.txt to determine how the superseded data were derived.
 KV0884
 KV0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK786648(NAD 83)
 KV0884_MARKER: DB = BENCH MARK DISK
 KV0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0884_STAMPING: G 54 1961
 KV0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0884+STABILITY: SURFACE MOTION
 KV0884
 KV0884  HISTORY     - Date     Condition        Report By
 KV0884  HISTORY     - 1961     MONUMENTED       CGS
 KV0884  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0884  HISTORY     - 19920521 MARK NOT FOUND   USPSQD
 KV0884
 KV0884                          STATION DESCRIPTION
 KV0884
 KV0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0884'AT RED BANK.
 KV0884'LOCATED ON THE SOUTH SIDE OF SHREWSBURY AVE. AT THE RED BANK
 KV0884'AIRPORT IN THE FRONT LAWN OF THE ADMINISTRATION BUILDING.  48
 KV0884'FEET SOUTHEAST OF THE FLAG POLE AND 45 FEET SOUTH OF THE BUILDING.
 KV0884'SET IN A CONCRETE POST LEVEL WITH THE LAWN.
 KV0884
 KV0884                          STATION RECOVERY (1985)
 KV0884
 KV0884'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0884'MARK NOT FOUND.
 KV0884
 KV0884                          STATION RECOVERY (1992)
 KV0884
 KV0884'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0101 ***********************************************************************
 JU0101  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0101  DESIGNATION -  G 55
 JU0101  PID         -  JU0101
 JU0101  STATE/COUNTY-  NJ/OCEAN
 JU0101  USGS QUAD   -  TUCKERTON (1995)
 JU0101
 JU0101                         *CURRENT SURVEY CONTROL
 JU0101  ___________________________________________________________________
 JU0101* NAD 83(1986)-  39 36 10.     (N)    074 20 27.     (W)     SCALED    
 JU0101* NAVD 88     -         3.089  (meters)      10.13   (feet)  ADJUSTED  
 JU0101  ___________________________________________________________________
 JU0101  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JU0101  DYNAMIC HT  -           3.088 (meters)      10.13  (feet)  COMP
 JU0101  MODELED GRAV-     980,153.4   (mgal)                       NAVD 88
 JU0101
 JU0101  VERT ORDER  -  FIRST     CLASS I
 JU0101
 JU0101.The horizontal coordinates were scaled from a topographic map and have
 JU0101.an estimated accuracy of +/- 6 seconds.
 JU0101
 JU0101.The orthometric height was determined by differential leveling
 JU0101.and adjusted by the National Geodetic Survey in September 1996..
 JU0101
 JU0101.This Tidal Bench Mark is designated as VM 2636
 JU0101.by the Center for Operational Oceanographic Products and Services.
 JU0101
 JU0101.The geoid height was determined by GEOID03.
 JU0101
 JU0101.The dynamic height is computed by dividing the NAVD 88
 JU0101.geopotential number by the normal gravity value computed on the
 JU0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0101.degrees latitude (g = 980.6199 gals.).
 JU0101
 JU0101.The modeled gravity was interpolated from observed gravity values.
 JU0101
 JU0101;                    North         East    Units  Estimated Accuracy
 JU0101;SPC NJ       -    85,430.      163,670.      MT  (+/- 180 meters Scaled)
 JU0101
 JU0101                          SUPERSEDED SURVEY CONTROL
 JU0101
 JU0101  NAVD 88 (06/15/91)    3.103  (m)           10.18   (f) UNKNOWN     1 1
 JU0101  NGVD 29 (04/16/92)    3.491  (m)           11.45   (f) ADJUSTED    1 1
 JU0101
 JU0101.Superseded values are not recommended for survey control.
 JU0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0101.See file dsdata.txt to determine how the superseded data were derived.
 JU0101
 JU0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ565838(NAD 83)
 JU0101_MARKER: DB = BENCH MARK DISK
 JU0101_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU0101_SP_SET: CULVERT HEADWALL
 JU0101_STAMPING: G 55 1961
 JU0101_MARK LOGO: CGS   
 JU0101_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0101+STABILITY: SURFACE MOTION
 JU0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0101+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1998
 JU0101
 JU0101  HISTORY     - Date     Condition        Report By
 JU0101  HISTORY     - 1961     MONUMENTED       CGS
 JU0101  HISTORY     - 1964     GOOD             CGS
 JU0101  HISTORY     - 1979     GOOD             NGS
 JU0101  HISTORY     - 1983     GOOD             USPSQD
 JU0101  HISTORY     - 1985     GOOD             USPSQD
 JU0101  HISTORY     - 19951129 GOOD             NJGS
 JU0101  HISTORY     - 19961215 GOOD             USPSQD
 JU0101  HISTORY     - 19980220 GOOD             NJGS
 JU0101
 JU0101                          STATION DESCRIPTION
 JU0101
 JU0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0101'AT TUCKERTON.
 JU0101'AT TUCKERTON, ABOUT 0.15 MILE WEST ALONG U.S. HIGHWAY 9 FROM
 JU0101'THE POST OFFICE AT TUCKERTON, SET IN THE TOP OF THE NORTHWEST
 JU0101'CONCRETE HEAD WALL OF A 7 FOOT BOX CULVERT UNDER THE HIGHWAY
 JU0101'AND OVER LAKE POHATCONG, 15 FEET NORTHEAST OF THE SOUTHWEST
 JU0101'END OF THE HEAD WALL AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JU0101'HIGHWAY.
 JU0101
 JU0101                          STATION RECOVERY (1979)
 JU0101
 JU0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0101'RECOVERED IN GOOD CONDITION.
 JU0101
 JU0101                          STATION RECOVERY (1983)
 JU0101
 JU0101'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU0101'RECOVERED IN GOOD CONDITION.
 JU0101
 JU0101                          STATION RECOVERY (1985)
 JU0101
 JU0101'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0101'RECOVERED IN GOOD CONDITION.
 JU0101
 JU0101                          STATION RECOVERY (1995)
 JU0101
 JU0101'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0101'RECOVERED AS DESCRIBED.
 JU0101
 JU0101                          STATION RECOVERY (1996)
 JU0101
 JU0101'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0101'RECOVERED IN GOOD CONDITION.
 JU0101
 JU0101                          STATION RECOVERY (1998)
 JU0101
 JU0101'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU0101'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0470 ***********************************************************************
 JU0470  DESIGNATION -  G 56
 JU0470  PID         -  JU0470
 JU0470  STATE/COUNTY-  NJ/ATLANTIC
 JU0470  USGS QUAD   -  OCEAN CITY (1994)
 JU0470
 JU0470                         *CURRENT SURVEY CONTROL
 JU0470  ___________________________________________________________________
 JU0470* NAD 83(1986)-  39 19 32.     (N)    074 30 05.     (W)     SCALED    
 JU0470* NAVD 88     -         3.031  (meters)       9.94   (feet)  ADJUSTED  
 JU0470  ___________________________________________________________________
 JU0470  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 JU0470  DYNAMIC HT  -           3.029 (meters)       9.94  (feet)  COMP
 JU0470  MODELED GRAV-     980,104.2   (mgal)                       NAVD 88
 JU0470
 JU0470  VERT ORDER  -  FIRST     CLASS II
 JU0470
 JU0470.The horizontal coordinates were scaled from a topographic map and have
 JU0470.an estimated accuracy of +/- 6 seconds.
 JU0470
 JU0470.The orthometric height was determined by differential leveling
 JU0470.and adjusted by the National Geodetic Survey in June 1991..
 JU0470
 JU0470.The geoid height was determined by GEOID03.
 JU0470
 JU0470.The dynamic height is computed by dividing the NAVD 88
 JU0470.geopotential number by the normal gravity value computed on the
 JU0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0470.degrees latitude (g = 980.6199 gals.).
 JU0470
 JU0470.The modeled gravity was interpolated from observed gravity values.
 JU0470
 JU0470;                    North         East    Units  Estimated Accuracy
 JU0470;SPC NJ       -    54,640.      149,880.      MT  (+/- 180 meters Scaled)
 JU0470
 JU0470                          SUPERSEDED SURVEY CONTROL
 JU0470
 JU0470  NGVD 29 (04/16/92)    3.425  (m)           11.24   (f) ADJUSTED    2 0
 JU0470
 JU0470.Superseded values are not recommended for survey control.
 JU0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0470.See file dsdata.txt to determine how the superseded data were derived.
 JU0470
 JU0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ429530(NAD 83)
 JU0470_MARKER: DB = BENCH MARK DISK
 JU0470_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JU0470_SP_SET: SEAWALL
 JU0470_STAMPING: G 56 1961
 JU0470_MARK LOGO: CGS   
 JU0470_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0470+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2000
 JU0470
 JU0470  HISTORY     - Date     Condition        Report By
 JU0470  HISTORY     - 1961     MONUMENTED       CGS
 JU0470  HISTORY     - 19980626 GOOD             NJGS
 JU0470  HISTORY     - 20000622 GOOD             NJGS
 JU0470
 JU0470                          STATION DESCRIPTION
 JU0470
 JU0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0470'AT MARGATE CITY.
 JU0470'AT THE SOUTHEAST END OF SOUTH JEROME AVENUE IN THE SOUTHWEST END
 JU0470'OF A SEAWALL, 128 YARDS SOUTHEAST OF THE SOUTHEAST CURB OF
 JU0470'ATLANTIC AVENUE 19.4 FEET SOUTHWEST OF THE CENTER LINE OF SOUTH
 JU0470'JEROME AVENUE, 5 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 JU0470'SEAWALL.  SET IN A DRILL HOLE 3 FEET ABOVE LEVEL OF SIDEWALK.
 JU0470
 JU0470                          STATION RECOVERY (1998)
 JU0470
 JU0470'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU0470'RECOVERED AS DESCRIBED.
 JU0470
 JU0470                          STATION RECOVERY (2000)
 JU0470
 JU0470'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU0470'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0582 ***********************************************************************
 JU0582  DESIGNATION -  G 57
 JU0582  PID         -  JU0582
 JU0582  STATE/COUNTY-  NJ/ATLANTIC
 JU0582  USGS QUAD   -  EGG HARBOR CITY (1977)
 JU0582
 JU0582                         *CURRENT SURVEY CONTROL
 JU0582  ___________________________________________________________________
 JU0582* NAD 83(1986)-  39 30 01.     (N)    074 41 04.     (W)     SCALED    
 JU0582* NAVD 88     -        16.999  (meters)      55.77   (feet)  ADJUSTED  
 JU0582  ___________________________________________________________________
 JU0582  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JU0582  DYNAMIC HT  -          16.990 (meters)      55.74  (feet)  COMP
 JU0582  MODELED GRAV-     980,126.6   (mgal)                       NAVD 88
 JU0582
 JU0582  VERT ORDER  -  SECOND    CLASS 0
 JU0582
 JU0582.The horizontal coordinates were scaled from a topographic map and have
 JU0582.an estimated accuracy of +/- 6 seconds.
 JU0582
 JU0582.The orthometric height was determined by differential leveling
 JU0582.and adjusted by the National Geodetic Survey in June 1991..
 JU0582
 JU0582.The geoid height was determined by GEOID03.
 JU0582
 JU0582.The dynamic height is computed by dividing the NAVD 88
 JU0582.geopotential number by the normal gravity value computed on the
 JU0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0582.degrees latitude (g = 980.6199 gals.).
 JU0582
 JU0582.The modeled gravity was interpolated from observed gravity values.
 JU0582
 JU0582;                    North         East    Units  Estimated Accuracy
 JU0582;SPC NJ       -    74,050.      134,140.      MT  (+/- 180 meters Scaled)
 JU0582
 JU0582                          SUPERSEDED SURVEY CONTROL
 JU0582
 JU0582  NGVD 29 (??/??/??)   17.377  (m)           57.01   (f) ADJUSTED    2 0
 JU0582
 JU0582.Superseded values are not recommended for survey control.
 JU0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0582.See file dsdata.txt to determine how the superseded data were derived.
 JU0582
 JU0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ271723(NAD 83)
 JU0582_MARKER: DB = BENCH MARK DISK
 JU0582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0582_SP_SET: CULVERT
 JU0582_STAMPING: G 57 1961
 JU0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0582
 JU0582  HISTORY     - Date     Condition        Report By
 JU0582  HISTORY     - 1961     MONUMENTED       CGS
 JU0582  HISTORY     - 1965     GOOD             CGS
 JU0582
 JU0582                          STATION DESCRIPTION
 JU0582
 JU0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0582'2.8 MI SW FROM EGG HARBOR CITY.
 JU0582'2.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM POST OFFICE IN
 JU0582'EGG HARBOR CITY.  MARK IS 24 FEET SOUTHEAST OF THE CENTER LINE
 JU0582'OF HIGHWAY 50 BY POWER LINE POLE NUMBER ACE 3606 AND IT IS SET
 JU0582'HORIZONTALLY IN THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD
 JU0582'WALL OF AN 18 INCH PIPE CULVERT ON U.S. 50 ABOUT LEVEL WITH
 JU0582'THE HIGHWAY.
 JU0582
 JU0582                          STATION RECOVERY (1965)
 JU0582
 JU0582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU0582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0415 ***********************************************************************
 JU0415  DESIGNATION -  G 58
 JU0415  PID         -  JU0415
 JU0415  STATE/COUNTY-  NJ/CAPE MAY
 JU0415  USGS QUAD   -  STONE HARBOR (1972)
 JU0415
 JU0415                         *CURRENT SURVEY CONTROL
 JU0415  ___________________________________________________________________
 JU0415* NAD 83(1986)-  39 06 33.     (N)    074 47 46.     (W)     SCALED    
 JU0415* NAVD 88     -         3.777  (meters)      12.39   (feet)  ADJUSTED  
 JU0415  ___________________________________________________________________
 JU0415  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 JU0415  DYNAMIC HT  -           3.775 (meters)      12.39  (feet)  COMP
 JU0415  MODELED GRAV-     980,069.4   (mgal)                       NAVD 88
 JU0415
 JU0415  VERT ORDER  -  FIRST     CLASS II
 JU0415
 JU0415.The horizontal coordinates were scaled from a topographic map and have
 JU0415.an estimated accuracy of +/- 6 seconds.
 JU0415
 JU0415.The orthometric height was determined by differential leveling
 JU0415.and adjusted by the National Geodetic Survey in June 1991..
 JU0415
 JU0415.The geoid height was determined by GEOID03.
 JU0415
 JU0415.The dynamic height is computed by dividing the NAVD 88
 JU0415.geopotential number by the normal gravity value computed on the
 JU0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0415.degrees latitude (g = 980.6199 gals.).
 JU0415
 JU0415.The modeled gravity was interpolated from observed gravity values.
 JU0415
 JU0415;                    North         East    Units  Estimated Accuracy
 JU0415;SPC NJ       -    30,660.      124,390.      MT  (+/- 180 meters Scaled)
 JU0415
 JU0415                          SUPERSEDED SURVEY CONTROL
 JU0415
 JU0415  NGVD 29 (04/16/92)    4.174  (m)           13.69   (f) ADJUSTED    1 2
 JU0415
 JU0415.Superseded values are not recommended for survey control.
 JU0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0415.See file dsdata.txt to determine how the superseded data were derived.
 JU0415
 JU0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ176289(NAD 83)
 JU0415_MARKER: DB = BENCH MARK DISK
 JU0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0415_SP_SET: CULVERT
 JU0415_STAMPING: G 58 1961
 JU0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0415
 JU0415  HISTORY     - Date     Condition        Report By
 JU0415  HISTORY     - 1961     MONUMENTED       CGS
 JU0415  HISTORY     - 1979     GOOD             NGS
 JU0415
 JU0415                          STATION DESCRIPTION
 JU0415
 JU0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0415'2.3 MI NE FROM CAPE MAY COURT HOUSE.
 JU0415'2.3 MILES NORTHEAST ON U.S. HIGHWAY 9 FROM THE COURT HOUSE IN
 JU0415'CAPE MAY COURT HOUSE.  228 FEET SOUTHEAST OF THE CENTER LINE
 JU0415'OF HIGHWAY 9, 87 FEET EAST OF THE EAST EDGE OF THE BLACK TOPPED
 JU0415'ROAD LEADING NORTH FROM THE PARKWAY AND 36 FEET NORTHWEST OF THE
 JU0415'CENTER LINE OF THE SOUTHWEST BOUND LANE OF THE GARDEN STATE
 JU0415'PARKWAY.  SET IN A DRILL HOLE IN THE NORTHWEST CONCRETE HEADWALL
 JU0415'AT THE NORTHEAST END OF AN 18 INCH CONCRETE TILE CULVERT WITH
 JU0415'WINGWALL UNDER THE GARDEN STATE PARKWAY AT INTERCHANGE NO. 12.
 JU0415
 JU0415                          STATION RECOVERY (1979)
 JU0415
 JU0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0998 ***********************************************************************
 JU0998  DESIGNATION -  G 59
 JU0998  PID         -  JU0998
 JU0998  STATE/COUNTY-  NJ/CUMBERLAND
 JU0998  USGS QUAD   -  DIVIDING CREEK (1986)
 JU0998
 JU0998                         *CURRENT SURVEY CONTROL
 JU0998  ___________________________________________________________________
 JU0998* NAD 83(1986)-  39 21 54.     (N)    075 06 10.     (W)     SCALED    
 JU0998* NAVD 88     -        18.021  (meters)      59.12   (feet)  ADJUSTED  
 JU0998  ___________________________________________________________________
 JU0998  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JU0998  DYNAMIC HT  -          18.012 (meters)      59.09  (feet)  COMP
 JU0998  MODELED GRAV-     980,118.2   (mgal)                       NAVD 88
 JU0998
 JU0998  VERT ORDER  -  SECOND    CLASS 0
 JU0998
 JU0998.The horizontal coordinates were scaled from a topographic map and have
 JU0998.an estimated accuracy of +/- 6 seconds.
 JU0998
 JU0998.The orthometric height was determined by differential leveling
 JU0998.and adjusted by the National Geodetic Survey in June 1991..
 JU0998
 JU0998.The geoid height was determined by GEOID03.
 JU0998
 JU0998.The dynamic height is computed by dividing the NAVD 88
 JU0998.geopotential number by the normal gravity value computed on the
 JU0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0998.degrees latitude (g = 980.6199 gals.).
 JU0998
 JU0998.The modeled gravity was interpolated from observed gravity values.
 JU0998
 JU0998;                    North         East    Units  Estimated Accuracy
 JU0998;SPC NJ       -    59,190.       98,060.      MT  (+/- 180 meters Scaled)
 JU0998
 JU0998                          SUPERSEDED SURVEY CONTROL
 JU0998
 JU0998  NGVD 29 (04/16/92)   18.352  (m)           60.21   (f) ADJUSTED    2 0
 JU0998
 JU0998.Superseded values are not recommended for survey control.
 JU0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0998.See file dsdata.txt to determine how the superseded data were derived.
 JU0998
 JU0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ911572(NAD 83)
 JU0998_MARKER: DB = BENCH MARK DISK
 JU0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0998_STAMPING: G 59 1961
 JU0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0998+STABILITY: SURFACE MOTION
 JU0998
 JU0998  HISTORY     - Date     Condition        Report By
 JU0998  HISTORY     - 1961     MONUMENTED       CGS
 JU0998  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 JU0998
 JU0998                          STATION DESCRIPTION
 JU0998
 JU0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0998'3.6 MI SW FROM MILLVILLE.
 JU0998'3.55 MILES SOUTHWEST ON THE MILLVILLE TO NEWPORT ROAD FROM THE
 JU0998'JUNCTION OF MAIN AVENUE AND CEDAR STREET IN MILLVILLE, 0.25
 JU0998'MILE NORTHEAST OF THE BLACKTOPPED ROAD LEADING WEST, 44 FEET
 JU0998'SOUTHWEST OF THE CENTER LINE OF TRAIL LEADING SOUTHEAST, 31 FEET
 JU0998'SOUTHEAST OF THE CENTER LINE OF THE MILLVILLE AND NEWPORT ROAD
 JU0998'AND 12 FEET SOUTH OF POWER LINE POLE NO. B 38620.  SET IN THE
 JU0998'TOP OF A CONCRETE POST PROJECTING 2 INCHES, ABOUT LEVEL WITH THE
 JU0998'ROAD.
 JU0998
 JU0998                          STATION RECOVERY (1995)
 JU0998
 JU0998'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0998'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0017 ***********************************************************************
 JU0017  DESIGNATION -  G 6
 JU0017  PID         -  JU0017
 JU0017  STATE/COUNTY-  NJ/OCEAN
 JU0017  USGS QUAD   -  SEASIDE PARK (1989)
 JU0017
 JU0017                         *CURRENT SURVEY CONTROL
 JU0017  ___________________________________________________________________
 JU0017* NAD 83(1986)-  39 55 14.     (N)    074 04 46.     (W)     SCALED    
 JU0017* NAVD 88     -         1.620  (meters)       5.32   (feet)  ADJUSTED  
 JU0017  ___________________________________________________________________
 JU0017  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JU0017  DYNAMIC HT  -           1.620 (meters)       5.32  (feet)  COMP
 JU0017  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 JU0017
 JU0017  VERT ORDER  -  FIRST     CLASS I
 JU0017
 JU0017.The horizontal coordinates were scaled from a topographic map and have
 JU0017.an estimated accuracy of +/- 6 seconds.
 JU0017
 JU0017.The orthometric height was determined by differential leveling
 JU0017.and adjusted by the National Geodetic Survey in June 1991..
 JU0017
 JU0017.The geoid height was determined by GEOID03.
 JU0017
 JU0017.The dynamic height is computed by dividing the NAVD 88
 JU0017.geopotential number by the normal gravity value computed on the
 JU0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0017.degrees latitude (g = 980.6199 gals.).
 JU0017
 JU0017.The modeled gravity was interpolated from observed gravity values.
 JU0017
 JU0017;                    North         East    Units  Estimated Accuracy
 JU0017;SPC NJ       -   120,780.      185,950.      MT  (+/- 180 meters Scaled)
 JU0017
 JU0017                          SUPERSEDED SURVEY CONTROL
 JU0017
 JU0017  NGVD 29 (04/16/92)    1.971  (m)            6.47   (f) ADJUSTED    1 1
 JU0017
 JU0017.Superseded values are not recommended for survey control.
 JU0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0017.See file dsdata.txt to determine how the superseded data were derived.
 JU0017
 JU0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK786193(NAD 83)
 JU0017_MARKER: DB = BENCH MARK DISK
 JU0017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0017_SP_SET: FOUNDATION
 JU0017_STAMPING: G 6 1930 6.801
 JU0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0017
 JU0017  HISTORY     - Date     Condition        Report By
 JU0017  HISTORY     - 1930     MONUMENTED       CGS
 JU0017  HISTORY     - 1964     GOOD             CGS
 JU0017  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU0017  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0017  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 JU0017  HISTORY     - 19940808 MARK NOT FOUND   USPSQD
 JU0017
 JU0017                          STATION DESCRIPTION
 JU0017
 JU0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0017'AT SEASIDE PARK.
 JU0017'AT SEASIDE PARK, 0.15 MILE NORTH ALONG CENTRAL AVENUE FROM THE
 JU0017'MUNICIPAL BUILDING, NEAR THE INTERSECTION OF 4TH AVENUE, SET
 JU0017'VERTICALLY IN THE SOUTH CONCRETE FOUNDATION NEAR THE SOUTHEAST
 JU0017'CORNER OF SEASIDE PARK PUBLIC SCHOOL, 198 FEET WEST OF THE WEST
 JU0017'CURB OF CENTRAL AVENUE, 44.5 FEET NORTH OF THE NORTH CURB OF 4TH
 JU0017'AVENUE, 1.0 FOOT WEST OF THE SOUTHEAST CORNER OF BUILDING, ABOUT
 JU0017'2.0 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT 2 FEET ABOVE
 JU0017'THE AVENUE.
 JU0017
 JU0017                          STATION RECOVERY (1984)
 JU0017
 JU0017'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0017'MARK NOT FOUND.
 JU0017
 JU0017                          STATION RECOVERY (1987)
 JU0017
 JU0017'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0017'MARK NOT FOUND.
 JU0017
 JU0017                          STATION RECOVERY (1990)
 JU0017
 JU0017'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 JU0017'MARK NOT FOUND.
 JU0017
 JU0017                          STATION RECOVERY (1994)
 JU0017
 JU0017'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0464 ***********************************************************************
 KV0464  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0464  DESIGNATION -  G 62
 KV0464  PID         -  KV0464
 KV0464  STATE/COUNTY-  NJ/HUDSON
 KV0464  USGS QUAD   -  WEEHAWKEN (1995)
 KV0464
 KV0464                         *CURRENT SURVEY CONTROL
 KV0464  ___________________________________________________________________
 KV0464* NAD 83(1986)-  40 47 49.     (N)    074 04 09.     (W)     SCALED    
 KV0464* NAVD 88     -         2.227  (meters)       7.31   (feet)  ADJUSTED  
 KV0464  ___________________________________________________________________
 KV0464  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KV0464  DYNAMIC HT  -           2.226 (meters)       7.30  (feet)  COMP
 KV0464  MODELED GRAV-     980,236.7   (mgal)                       NAVD 88
 KV0464
 KV0464  VERT ORDER  -  SECOND    CLASS 0
 KV0464
 KV0464.The horizontal coordinates were scaled from a topographic map and have
 KV0464.an estimated accuracy of +/- 6 seconds.
 KV0464
 KV0464.The orthometric height was determined by differential leveling
 KV0464.and adjusted by the National Geodetic Survey in June 1991..
 KV0464
 KV0464.This Tidal Bench Mark is designated as VM 11251
 KV0464.by the Center for Operational Oceanographic Products and Services.
 KV0464
 KV0464.The geoid height was determined by GEOID03.
 KV0464
 KV0464.The dynamic height is computed by dividing the NAVD 88
 KV0464.geopotential number by the normal gravity value computed on the
 KV0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0464.degrees latitude (g = 980.6199 gals.).
 KV0464
 KV0464.The modeled gravity was interpolated from observed gravity values.
 KV0464
 KV0464;                    North         East    Units  Estimated Accuracy
 KV0464;SPC NJ       -   218,090.      186,360.      MT  (+/- 180 meters Scaled)
 KV0464
 KV0464                          SUPERSEDED SURVEY CONTROL
 KV0464
 KV0464  NGVD 29 (??/??/??)    2.554  (m)            8.38   (f) ADJUSTED    2 0
 KV0464
 KV0464.Superseded values are not recommended for survey control.
 KV0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0464.See file dsdata.txt to determine how the superseded data were derived.
 KV0464
 KV0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL785166(NAD 83)
 KV0464_MARKER: DB = BENCH MARK DISK
 KV0464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0464_SP_SET: FIREWALL
 KV0464_STAMPING: G 62 1962
 KV0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0464
 KV0464  HISTORY     - Date     Condition        Report By
 KV0464  HISTORY     - 1962     MONUMENTED       CGS
 KV0464  HISTORY     - 1967     MARK NOT FOUND   CGS
 KV0464
 KV0464                          STATION DESCRIPTION
 KV0464
 KV0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KV0464'AT SEGACUS.
 KV0464'0.1 MILE SOUTHWEST OF STATE HIGHWAY 3 BRIDGE OVER HACKENSACK
 KV0464'RIVER.  SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE FIREWALL
 KV0464'AROUND THE AIR PILOT OIL COMPANY OIL TANKS (THE TANKS NEAREST
 KV0464'THE RIVER), 105 FEET SOUTHEAST OF THE SOUTH ENTRANCE TO THE MAIN
 KV0464'OFFICE BUILDING, 21 FEET WEST OF THE EAST END OF THE FIREWALL AND
 KV0464'1.5 FEET ABOVE THE GROUND.
 KV0464
 KV0464                          STATION RECOVERY (1967)
 KV0464
 KV0464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KV0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0709 ***********************************************************************
 JU0709  DESIGNATION -  G 63
 JU0709  PID         -  JU0709
 JU0709  STATE/COUNTY-  NJ/CAMDEN
 JU0709  USGS QUAD   -  RUNNEMEDE (1994)
 JU0709
 JU0709                         *CURRENT SURVEY CONTROL
 JU0709  ___________________________________________________________________
 JU0709* NAD 83(1986)-  39 51 54.     (N)    075 02 31.     (W)     SCALED    
 JU0709* NAVD 88     -        25.240  (meters)      82.81   (feet)  ADJUSTED  
 JU0709  ___________________________________________________________________
 JU0709  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JU0709  DYNAMIC HT  -          25.229 (meters)      82.77  (feet)  COMP
 JU0709  MODELED GRAV-     980,181.6   (mgal)                       NAVD 88
 JU0709
 JU0709  VERT ORDER  -  FIRST     CLASS I
 JU0709
 JU0709.The horizontal coordinates were scaled from a topographic map and have
 JU0709.an estimated accuracy of +/- 6 seconds.
 JU0709
 JU0709.The orthometric height was determined by differential leveling
 JU0709.and adjusted by the National Geodetic Survey in June 1991..
 JU0709
 JU0709.Photographs are available for this station.
 JU0709
 JU0709.The geoid height was determined by GEOID03.
 JU0709
 JU0709.The dynamic height is computed by dividing the NAVD 88
 JU0709.geopotential number by the normal gravity value computed on the
 JU0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0709.degrees latitude (g = 980.6199 gals.).
 JU0709
 JU0709.The modeled gravity was interpolated from observed gravity values.
 JU0709
 JU0709;                    North         East    Units  Estimated Accuracy
 JU0709;SPC NJ       -   114,670.      103,640.      MT  (+/- 180 meters Scaled)
 JU0709
 JU0709                          SUPERSEDED SURVEY CONTROL
 JU0709
 JU0709  NGVD 29 (??/??/??)   25.588  (m)           83.95   (f) ADJUSTED    1 1
 JU0709
 JU0709.Superseded values are not recommended for survey control.
 JU0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0709.See file dsdata.txt to determine how the superseded data were derived.
 JU0709
 JU0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK964127(NAD 83)
 JU0709_MARKER: DB = BENCH MARK DISK
 JU0709_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU0709_SP_SET: PIER COLUMN
 JU0709_STAMPING: G 63 1963
 JU0709_MARK LOGO: CGS   
 JU0709_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0709+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2002
 JU0709
 JU0709  HISTORY     - Date     Condition        Report By
 JU0709  HISTORY     - 1963     MONUMENTED       CGS
 JU0709  HISTORY     - 1964     GOOD             CGS
 JU0709  HISTORY     - 1968     GOOD             NJDCED
 JU0709  HISTORY     - 19950314 GOOD             NJGS
 JU0709  HISTORY     - 19950319 GOOD             USPSQD
 JU0709  HISTORY     - 19990501 GOOD             PADT
 JU0709  HISTORY     - 20020527 GOOD             INDIV
 JU0709
 JU0709                          STATION DESCRIPTION
 JU0709
 JU0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0709'AT MAGNOLIA.
 JU0709'AT MAGNOLIA, ALONG THE PENNSYLVANIA-READING SEASHORE LINES,
 JU0709'AT THE OVERPASS OF THE NEW JERSEY TURNPIKE, AT A BLACK TOP
 JU0709'ROAD CROSSING, SET VERTICALLY IN THE SOUTH FACE OF THE CONCRETE
 JU0709'SUPPORT WHICH IS BETWEEN TRACK AND A BLACK TOP ROAD PARALLELING
 JU0709'TRACK, 138 FEET SOUTH OF MILEPOST 8, 134 FEET NORTH OF CENTER OF
 JU0709'THE CROSSING, 22 FEET WEST OF CENTERLINE OF THE DIRT ROAD, 12
 JU0709'FEET EAST OF EAST RAIL, AND ABOUT 2 FEET ABOVE LEVEL OF TRACK.
 JU0709
 JU0709                          STATION RECOVERY (1968)
 JU0709
 JU0709'RECOVERY NOTE BY NJ CONS AND ECON DEV 1968
 JU0709'RECOVERED IN GOOD CONDITION.
 JU0709
 JU0709                          STATION RECOVERY (1995)
 JU0709
 JU0709'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0709'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE PENNSYLVANIA
 JU0709'READING SEASHORE LINES RAILROAD IS NOW OWNED BY THE NEW JERSEY TRANSIT
 JU0709'RAILROAD AND THE BLACK TOP ROAD CROSSING IS KNOWN AS EAST ATLANTIC
 JU0709'AVENUE.
 JU0709
 JU0709                          STATION RECOVERY (1995)
 JU0709
 JU0709'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0709'RECOVERED IN GOOD CONDITION.
 JU0709
 JU0709                          STATION RECOVERY (1999)
 JU0709
 JU0709'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 JU0709'RECOVERED IN GOOD CONDITION.
 JU0709
 JU0709                          STATION RECOVERY (2002)
 JU0709
 JU0709'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 JU0709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0535 ***********************************************************************
 JU0535  DESIGNATION -  G 64
 JU0535  PID         -  JU0535
 JU0535  STATE/COUNTY-  NJ/ATLANTIC
 JU0535  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0535
 JU0535                         *CURRENT SURVEY CONTROL
 JU0535  ___________________________________________________________________
 JU0535* NAD 83(1986)-  39 26 21.     (N)    074 31 23.     (W)     SCALED    
 JU0535* NAVD 88     -         5.144  (meters)      16.88   (feet)  ADJUSTED  
 JU0535  ___________________________________________________________________
 JU0535  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JU0535  DYNAMIC HT  -           5.142 (meters)      16.87  (feet)  COMP
 JU0535  MODELED GRAV-     980,122.7   (mgal)                       NAVD 88
 JU0535
 JU0535  VERT ORDER  -  FIRST     CLASS I
 JU0535
 JU0535.The horizontal coordinates were scaled from a topographic map and have
 JU0535.an estimated accuracy of +/- 6 seconds.
 JU0535
 JU0535.The orthometric height was determined by differential leveling
 JU0535.and adjusted by the National Geodetic Survey in June 1991..
 JU0535
 JU0535.The geoid height was determined by GEOID03.
 JU0535
 JU0535.The dynamic height is computed by dividing the NAVD 88
 JU0535.geopotential number by the normal gravity value computed on the
 JU0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0535.degrees latitude (g = 980.6199 gals.).
 JU0535
 JU0535.The modeled gravity was interpolated from observed gravity values.
 JU0535
 JU0535;                    North         East    Units  Estimated Accuracy
 JU0535;SPC NJ       -    67,250.      148,020.      MT  (+/- 180 meters Scaled)
 JU0535
 JU0535                          SUPERSEDED SURVEY CONTROL
 JU0535
 JU0535  NGVD 29 (??/??/??)    5.531  (m)           18.15   (f) ADJUSTED    1 1
 JU0535
 JU0535.Superseded values are not recommended for survey control.
 JU0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0535.See file dsdata.txt to determine how the superseded data were derived.
 JU0535
 JU0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ410656(NAD 83)
 JU0535_MARKER: DB = BENCH MARK DISK
 JU0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0535_STAMPING: G 64 1963
 JU0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0535+STABILITY: SURFACE MOTION
 JU0535
 JU0535  HISTORY     - Date     Condition        Report By
 JU0535  HISTORY     - 1963     MONUMENTED       CGS
 JU0535  HISTORY     - 1964     GOOD             CGS
 JU0535
 JU0535                          STATION DESCRIPTION
 JU0535
 JU0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0535'1.9 MI NW FROM ABSECON.
 JU0535'1.9 MILES NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0535'LINES FROM THE STATION AT ABSECON, ABOUT 0.45 MILE SOUTHEAST OF
 JU0535'MILEPOST 50, 18 FEET NORTHEAST OF NORTHEAST RAIL, 3 1/2 FEET
 JU0535'SOUTHEAST OF A TELEPHONE POLE, 1.5 FEET NORTHWEST OF A STEEL
 JU0535'WITNESS POST, 4 FEET ABOVE LEVEL OF TRACK, AND SET IN THE TOP
 JU0535'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0358 ***********************************************************************
 JU0358  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0358  DESIGNATION -  G 65
 JU0358  PID         -  JU0358
 JU0358  STATE/COUNTY-  NJ/ATLANTIC
 JU0358  USGS QUAD   -  OCEAN CITY (1994)
 JU0358
 JU0358                         *CURRENT SURVEY CONTROL
 JU0358  ___________________________________________________________________
 JU0358* NAD 83(1986)-  39 19 41.     (N)    074 35 04.     (W)     SCALED    
 JU0358* NAVD 88     -         7.624  (meters)      25.01   (feet)  ADJUSTED  
 JU0358  ___________________________________________________________________
 JU0358  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 JU0358  DYNAMIC HT  -           7.620 (meters)      25.00  (feet)  COMP
 JU0358  MODELED GRAV-     980,106.8   (mgal)                       NAVD 88
 JU0358
 JU0358  VERT ORDER  -  FIRST     CLASS I
 JU0358
 JU0358.The horizontal coordinates were scaled from a topographic map and have
 JU0358.an estimated accuracy of +/- 6 seconds.
 JU0358
 JU0358.The orthometric height was determined by differential leveling
 JU0358.and adjusted by the National Geodetic Survey in June 1991..
 JU0358
 JU0358.This Tidal Bench Mark is designated as VM 2734
 JU0358.by the Center for Operational Oceanographic Products and Services.
 JU0358
 JU0358.The geoid height was determined by GEOID03.
 JU0358
 JU0358.The dynamic height is computed by dividing the NAVD 88
 JU0358.geopotential number by the normal gravity value computed on the
 JU0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0358.degrees latitude (g = 980.6199 gals.).
 JU0358
 JU0358.The modeled gravity was interpolated from observed gravity values.
 JU0358
 JU0358;                    North         East    Units  Estimated Accuracy
 JU0358;SPC NJ       -    54,920.      142,720.      MT  (+/- 180 meters Scaled)
 JU0358
 JU0358                          SUPERSEDED SURVEY CONTROL
 JU0358
 JU0358  NGVD 29 (04/16/92)    8.021  (m)           26.32   (f) ADJUSTED    1 1
 JU0358
 JU0358.Superseded values are not recommended for survey control.
 JU0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0358.See file dsdata.txt to determine how the superseded data were derived.
 JU0358
 JU0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ358532(NAD 83)
 JU0358_MARKER: DB = BENCH MARK DISK
 JU0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0358_STAMPING: G 65 1964
 JU0358_MARK LOGO: CGS   
 JU0358_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0358+STABILITY: SURFACE MOTION
 JU0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0358+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2000
 JU0358
 JU0358  HISTORY     - Date     Condition        Report By
 JU0358  HISTORY     - 1964     MONUMENTED       CGS
 JU0358  HISTORY     - 1979     GOOD             NGS
 JU0358  HISTORY     - 20000820 GOOD             NJGS
 JU0358  HISTORY     - 20060324 GOOD             GEOCAC
 JU0358
 JU0358                          STATION DESCRIPTION
 JU0358
 JU0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0358'1.2 MI NE FROM SOMERS POINT.
 JU0358'1.25 MILES NORTHEAST ALONG SHORE ROAD FROM THE CITY HALL AT
 JU0358'SOMERS POINT, IN THE VILLAGE OF LINWOOD, NEAR THE INTERSECTION
 JU0358'OF SHORE ROAD AND OCEAN HEIGHTS AVENUE, 82 FEET NORTH-NORTHWEST
 JU0358'OF THE CENTER OF THE INTERSECTION, 61 FEET NORTHWEST OF THE
 JU0358'NORTHWEST CURB OF SHORE ROAD, 18 FEET NORTHEAST OF THE CENTER
 JU0358'LINE OF THE AVENUE, 3.0 FEET NORTHWEST OF POWER POLE NO. P 17846,
 JU0358'35.5 FEET WEST-SOUTHWEST OF THE SOUTH CORNER OF PORCH OF HOUSE
 JU0358'NO. 2321 SHORE ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE AVENUE
 JU0358'AND SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 JU0358'GROUND.
 JU0358
 JU0358                          STATION RECOVERY (1979)
 JU0358
 JU0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0358'NOTE, THE HOUSE NUMBER 2321 IS NO LONGER THERE, JUST A VACANT LOT.
 JU0358
 JU0358                          STATION RECOVERY (2000)
 JU0358
 JU0358'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU0358'RECOVERED AS DESCRIBED.
 JU0358
 JU0358                          STATION RECOVERY (2006)
 JU0358
 JU0358'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0358'THE DESCRIBED POLE IS NOW NUMBERED 65A BT-603-1 LI.  HANDHELD
 JU0358'COORDINATES ARE N39-19-41.76 W074-35-05.64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0108 ***********************************************************************
 JU0108  DESIGNATION -  G 66
 JU0108  PID         -  JU0108
 JU0108  STATE/COUNTY-  NJ/BURLINGTON
 JU0108  USGS QUAD   -  NEW GRETNA (1977)
 JU0108
 JU0108                         *CURRENT SURVEY CONTROL
 JU0108  ___________________________________________________________________
 JU0108* NAD 83(1986)-  39 35 32.     (N)    074 25 35.     (W)     SCALED    
 JU0108* NAVD 88     -         3.418  (meters)      11.21   (feet)  ADJUSTED  
 JU0108  ___________________________________________________________________
 JU0108  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JU0108  DYNAMIC HT  -           3.417 (meters)      11.21  (feet)  COMP
 JU0108  MODELED GRAV-     980,156.6   (mgal)                       NAVD 88
 JU0108
 JU0108  VERT ORDER  -  FIRST     CLASS I
 JU0108
 JU0108.The horizontal coordinates were scaled from a topographic map and have
 JU0108.an estimated accuracy of +/- 6 seconds.
 JU0108
 JU0108.The orthometric height was determined by differential leveling
 JU0108.and adjusted by the National Geodetic Survey in June 1991..
 JU0108
 JU0108.The geoid height was determined by GEOID03.
 JU0108
 JU0108.The dynamic height is computed by dividing the NAVD 88
 JU0108.geopotential number by the normal gravity value computed on the
 JU0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0108.degrees latitude (g = 980.6199 gals.).
 JU0108
 JU0108.The modeled gravity was interpolated from observed gravity values.
 JU0108
 JU0108;                    North         East    Units  Estimated Accuracy
 JU0108;SPC NJ       -    84,250.      156,320.      MT  (+/- 180 meters Scaled)
 JU0108
 JU0108                          SUPERSEDED SURVEY CONTROL
 JU0108
 JU0108  NGVD 29 (04/16/92)    3.807  (m)           12.49   (f) ADJUSTED    1 1
 JU0108
 JU0108.Superseded values are not recommended for survey control.
 JU0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0108.See file dsdata.txt to determine how the superseded data were derived.
 JU0108
 JU0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ492826(NAD 83)
 JU0108_MARKER: DB = BENCH MARK DISK
 JU0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0108_STAMPING: G 66 1964
 JU0108_MARK LOGO: CGS   
 JU0108_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0108+STABILITY: SURFACE MOTION
 JU0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0108+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1996
 JU0108
 JU0108  HISTORY     - Date     Condition        Report By
 JU0108  HISTORY     - 1964     MONUMENTED       CGS
 JU0108  HISTORY     - 1979     GOOD             NGS
 JU0108  HISTORY     - 1985     GOOD             USPSQD
 JU0108  HISTORY     - 19950202 GOOD             NJGS
 JU0108  HISTORY     - 19960626 GOOD             NJGS
 JU0108
 JU0108                          STATION DESCRIPTION
 JU0108
 JU0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0108'1.6 MI E FROM NEW GRETNA.
 JU0108'ABOUT 1.55 MILES EAST ALONG U.S. HIGHWAY 9 FROM THE POST OFFICE
 JU0108'AT NEW GRETNA, 0.1 MILE WEST OF HIGHWAY BRIDGE OVER JOBS
 JU0108'CREEK, AT THE SOUTHEAST CORNER OF A LAWN, 61 FEET SOUTHEAST
 JU0108'OF THE SE CORNER OF HOUSE, 58 FEET EAST OF POWER POLE 12364, 33
 JU0108'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH
 JU0108'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JU0108'GROUND.
 JU0108
 JU0108                          STATION RECOVERY (1979)
 JU0108
 JU0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0108'RECOVERED IN GOOD CONDITION.
 JU0108
 JU0108                          STATION RECOVERY (1985)
 JU0108
 JU0108'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0108'MARK IS ABOUT 4' SOUTH OF A ROW OF HEDGES.
 JU0108
 JU0108                          STATION RECOVERY (1995)
 JU0108
 JU0108'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0108'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE HOUSE MENTIONED
 JU0108'IN THE PREVIOUS RECOVERY IS NO LONGER STANDING.
 JU0108
 JU0108                          STATION RECOVERY (1996)
 JU0108
 JU0108'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU0108'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE HOUSE MENTIONED
 JU0108'IN THE PREVIOUS RECOVERY IS NO LONGER STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0117 ***********************************************************************
 JU0117  DESIGNATION -  G 67
 JU0117  PID         -  JU0117
 JU0117  STATE/COUNTY-  NJ/BURLINGTON
 JU0117  USGS QUAD   -  NEW GRETNA (1977)
 JU0117
 JU0117                         *CURRENT SURVEY CONTROL
 JU0117  ___________________________________________________________________
 JU0117* NAD 83(1986)-  39 34 03.     (N)    074 27 42.     (W)     SCALED    
 JU0117* NAVD 88     -         1.625  (meters)       5.33   (feet)  ADJUSTED  
 JU0117  ___________________________________________________________________
 JU0117  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JU0117  DYNAMIC HT  -           1.625 (meters)       5.33  (feet)  COMP
 JU0117  MODELED GRAV-     980,149.8   (mgal)                       NAVD 88
 JU0117  OBS GRAVITY -     980,153.4   (mgal)                       GRAV_OBS
 JU0117
 JU0117  VERT ORDER  -  FIRST     CLASS I
 JU0117
 JU0117.The horizontal coordinates were scaled from a topographic map and have
 JU0117.an estimated accuracy of +/- 6 seconds.
 JU0117
 JU0117.The orthometric height was determined by differential leveling
 JU0117.and adjusted by the National Geodetic Survey in June 1991..
 JU0117
 JU0117.The geoid height was determined by GEOID03.
 JU0117
 JU0117.The dynamic height is computed by dividing the NAVD 88
 JU0117.geopotential number by the normal gravity value computed on the
 JU0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0117.degrees latitude (g = 980.6199 gals.).
 JU0117
 JU0117.The modeled gravity was interpolated from observed gravity values.
 JU0117.The observed gravity was obtained from relative gravimeter ties
 JU0117.to the IGSN71 gravity network.
 JU0117
 JU0117;                    North         East    Units  Estimated Accuracy
 JU0117;SPC NJ       -    81,500.      153,290.      MT  (+/- 180 meters Scaled)
 JU0117
 JU0117                          SUPERSEDED SURVEY CONTROL
 JU0117
 JU0117  NGVD 29 (04/16/92)    2.012  (m)            6.60   (f) ADJUSTED    1 1
 JU0117
 JU0117.Superseded values are not recommended for survey control.
 JU0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0117.See file dsdata.txt to determine how the superseded data were derived.
 JU0117
 JU0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ462798(NAD 83)
 JU0117_MARKER: DB = BENCH MARK DISK
 JU0117_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JU0117+WITH SETTING: INTO GROUND
 JU0117_SP_SET: 61 FEET
 JU0117_STAMPING: G 67 1964
 JU0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0117+STABILITY: SURFACE MOTION
 JU0117
 JU0117  HISTORY     - Date     Condition        Report By
 JU0117  HISTORY     - 1964     MONUMENTED       CGS
 JU0117  HISTORY     - 1979     GOOD             NGS
 JU0117  HISTORY     - 1985     GOOD             USPSQD
 JU0117
 JU0117                          STATION DESCRIPTION
 JU0117
 JU0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0117'2 MI S FROM NEW GRETNA.
 JU0117'ABOUT 0.95 MILE SOUTH ALONG U.S. HIGHWAY 9 FROM THE POST OFFICE
 JU0117'AT NEW GRETNA, THENCE ABOUT 1.1 MILES SOUTH ALONG OLD U.S.
 JU0117'HIGHWAY 9, ABOUT 0.7 MILE NORTH ALONG OLD HIGHWAY 9 FROM THE
 JU0117'NORTHWEST END OF THE GARDEN STATE PARKWAY BRIDGE OVER MULLICA
 JU0117'RIVER, 119 FEET NORTH OF THE NORTHWEST CORNER OF BRIDGE OVER
 JU0117'CRAMER CREEK, 24.5 FEET WEST OF THE CENTER LINE OF THE
 JU0117'HIGHWAY, 14.0 FEET SOUTH OF THE NORTH END OF GUARD RAIL, 0.8
 JU0117'FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 JU0117'AND IS A DISK ON TOP OF A COPPER COATED ROD PROJECTING 0.2 FOOT
 JU0117'AND PROTECTED BY A 8 INCH SQUARE TILE PROJECTING 0.3 FOOT.  THE
 JU0117'ROD WAS DRIVE TO REFUSAL AT A DEPTH OF 61 FEET.
 JU0117
 JU0117                          STATION RECOVERY (1979)
 JU0117
 JU0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0117'RECOVERED IN GOOD CONDITION.
 JU0117
 JU0117                          STATION RECOVERY (1985)
 JU0117
 JU0117'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0117'BRIDGE NOW ABANDONED. ROAD CLOSED, NO ACCERS EXCEPT BY WALKING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0050 ***********************************************************************
 JU0050  DESIGNATION -  G 68
 JU0050  PID         -  JU0050
 JU0050  STATE/COUNTY-  NJ/OCEAN
 JU0050  USGS QUAD   -  FORKED RIVER (1989)
 JU0050
 JU0050                         *CURRENT SURVEY CONTROL
 JU0050  ___________________________________________________________________
 JU0050* NAD 83(1986)-  39 52 26.     (N)    074 10 01.     (W)     SCALED    
 JU0050* NAVD 88     -         5.148  (meters)      16.89   (feet)  ADJUSTED  
 JU0050  ___________________________________________________________________
 JU0050  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU0050  DYNAMIC HT  -           5.146 (meters)      16.88  (feet)  COMP
 JU0050  MODELED GRAV-     980,163.4   (mgal)                       NAVD 88
 JU0050
 JU0050  VERT ORDER  -  FIRST     CLASS I
 JU0050
 JU0050.The horizontal coordinates were scaled from a topographic map and have
 JU0050.an estimated accuracy of +/- 6 seconds.
 JU0050
 JU0050.The orthometric height was determined by differential leveling
 JU0050.and adjusted by the National Geodetic Survey in June 1991..
 JU0050
 JU0050.The geoid height was determined by GEOID03.
 JU0050
 JU0050.The dynamic height is computed by dividing the NAVD 88
 JU0050.geopotential number by the normal gravity value computed on the
 JU0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0050.degrees latitude (g = 980.6199 gals.).
 JU0050
 JU0050.The modeled gravity was interpolated from observed gravity values.
 JU0050
 JU0050;                    North         East    Units  Estimated Accuracy
 JU0050;SPC NJ       -   115,570.      178,490.      MT  (+/- 180 meters Scaled)
 JU0050
 JU0050                          SUPERSEDED SURVEY CONTROL
 JU0050
 JU0050  NGVD 29 (04/16/92)    5.519  (m)           18.11   (f) ADJUSTED    1 1
 JU0050
 JU0050.Superseded values are not recommended for survey control.
 JU0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0050.See file dsdata.txt to determine how the superseded data were derived.
 JU0050
 JU0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK712140(NAD 83)
 JU0050_MARKER: DB = BENCH MARK DISK
 JU0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0050_STAMPING: G 68 1964
 JU0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0050+STABILITY: SURFACE MOTION
 JU0050
 JU0050  HISTORY     - Date     Condition        Report By
 JU0050  HISTORY     - 1964     MONUMENTED       CGS
 JU0050  HISTORY     - 1979     GOOD             NGS
 JU0050  HISTORY     - 1987     GOOD             USPSQD
 JU0050  HISTORY     - 19961114 GOOD             USPSQD
 JU0050
 JU0050                          STATION DESCRIPTION
 JU0050
 JU0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0050'3 MI NE FROM FORKED RIVER.
 JU0050'ABOUT 2.95 MILES NORTHEAST ALONG U.S. HIGHWAY 9 FROM THE POST
 JU0050'OFFICE AT FORKED RIVER, ABOUT 0.45 MILE NORTHEAST OF BRIDGE OVER
 JU0050'CEDAR CREEK, AT THE INTERSECTION OF HARBOR INN ROAD, 77.0 FEET
 JU0050'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET SOUTHWEST
 JU0050'OF THE SOUTHWEST CURB OF HARBOR INN ROAD, 3.0 FEET NORTHWEST OF
 JU0050'POWER LINE POLE BT 666B, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 JU0050'THE TOP OF A CONCRETE POST FLUSH.  NOTE-- MAY ALSO BE REACHED
 JU0050'BY GOING 1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 9 FROM THE POST
 JU0050'OFFICE AT BAYVILLE.
 JU0050
 JU0050                          STATION RECOVERY (1979)
 JU0050
 JU0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0050'NOTE-- MARK IS ONLY 1.5 FEET NORTHWEST OF POWER POLE INSTEAD OF
 JU0050'3 FEET NORTHWEST.
 JU0050
 JU0050                          STATION RECOVERY (1987)
 JU0050
 JU0050'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0050'RECOVERED IN GOOD CONDITION.
 JU0050
 JU0050                          STATION RECOVERY (1996)
 JU0050
 JU0050'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0870 ***********************************************************************
 KV0870  DESIGNATION -  G 69
 KV0870  PID         -  KV0870
 KV0870  STATE/COUNTY-  NJ/OCEAN
 KV0870  USGS QUAD   -  POINT PLEASANT (1989)
 KV0870
 KV0870                         *CURRENT SURVEY CONTROL
 KV0870  ___________________________________________________________________
 KV0870* NAD 83(1986)-  40 00 38.     (N)    074 03 29.     (W)     SCALED    
 KV0870* NAVD 88     -         1.957  (meters)       6.42   (feet)  ADJUSTED  
 KV0870  ___________________________________________________________________
 KV0870  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KV0870  DYNAMIC HT  -           1.956 (meters)       6.42  (feet)  COMP
 KV0870  MODELED GRAV-     980,160.8   (mgal)                       NAVD 88
 KV0870
 KV0870  VERT ORDER  -  FIRST     CLASS I
 KV0870
 KV0870.The horizontal coordinates were scaled from a topographic map and have
 KV0870.an estimated accuracy of +/- 6 seconds.
 KV0870
 KV0870.The orthometric height was determined by differential leveling
 KV0870.and adjusted by the National Geodetic Survey in June 1991..
 KV0870
 KV0870.The geoid height was determined by GEOID03.
 KV0870
 KV0870.The dynamic height is computed by dividing the NAVD 88
 KV0870.geopotential number by the normal gravity value computed on the
 KV0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0870.degrees latitude (g = 980.6199 gals.).
 KV0870
 KV0870.The modeled gravity was interpolated from observed gravity values.
 KV0870
 KV0870;                    North         East    Units  Estimated Accuracy
 KV0870;SPC NJ       -   130,780.      187,730.      MT  (+/- 180 meters Scaled)
 KV0870
 KV0870                          SUPERSEDED SURVEY CONTROL
 KV0870
 KV0870  NGVD 29 (04/16/92)    2.303  (m)            7.56   (f) ADJUSTED    1 1
 KV0870
 KV0870.Superseded values are not recommended for survey control.
 KV0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0870.See file dsdata.txt to determine how the superseded data were derived.
 KV0870
 KV0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK803293(NAD 83)
 KV0870_MARKER: DB = BENCH MARK DISK
 KV0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0870_STAMPING: G 69 1964
 KV0870_MARK LOGO: CGS   
 KV0870_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0870+STABILITY: SURFACE MOTION
 KV0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0870+SATELLITE: SATELLITE OBSERVATIONS - May 29, 1998
 KV0870
 KV0870  HISTORY     - Date     Condition        Report By
 KV0870  HISTORY     - 1964     MONUMENTED       CGS
 KV0870  HISTORY     - 1979     GOOD             NGS
 KV0870  HISTORY     - 1987     GOOD             USPSQD
 KV0870  HISTORY     - 1989     GOOD             USPSQD
 KV0870  HISTORY     - 1990     GOOD             USPSQD
 KV0870  HISTORY     - 19980529 GOOD             NJGS
 KV0870
 KV0870                          STATION DESCRIPTION
 KV0870
 KV0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0870'0.6 MI N FROM NORMANDY BEACH.
 KV0870'0.6 MILE NORTH ALONG OCEAN BOULEVARD (STATE HIGHWAY 35) FROM
 KV0870'THE POST OFFICE AT NORMANDY BEACH, AT THE ENTRANCE DRIVEWAY TO A
 KV0870'2 STORY HOUSE WITH TWO CONCRETE STATUES AT THE ENTRANCE, 138
 KV0870'FEET SOUTH OF THE CENTER LINE OF FABER LANE, 81.5 FEET SOUTHWEST
 KV0870'OF THE SOUTHWEST CORNER OF A 1 STORY HOUSE, 33.5 FEET NORTH OF
 KV0870'THE NORTHWEST CORNER OF THE STATUE ON THE NORTH SIDE OF THE
 KV0870'ENTRANCE DRIVEWAY, 29 FEET EAST OF THE CENTER LINE OF THE
 KV0870'BOULEVARD, 11 FEET SOUTH OF A FIRE HYDRANT, 4 1/2 FEET SOUTH OF
 KV0870'POWER LINE POLE 2211, 1.5 FEET WEST OF A BOARD FENCE LINE, 2.2
 KV0870'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 KV0870'BOULEVARD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 KV0870'FOOT.
 KV0870
 KV0870                          STATION RECOVERY (1979)
 KV0870
 KV0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0870'RECOVERED IN GOOD CONDITION.
 KV0870
 KV0870                          STATION RECOVERY (1987)
 KV0870
 KV0870'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0870'RECOVERED IN GOOD CONDITION.
 KV0870
 KV0870                          STATION RECOVERY (1989)
 KV0870
 KV0870'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0870'RECOVERED IN GOOD CONDITION.
 KV0870
 KV0870                          STATION RECOVERY (1990)
 KV0870
 KV0870'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0870'RECOVERED IN GOOD CONDITION.
 KV0870
 KV0870                          STATION RECOVERY (1998)
 KV0870
 KV0870'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV0870'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0186 ***********************************************************************
 JU0186  DESIGNATION -  G 7
 JU0186  PID         -  JU0186
 JU0186  STATE/COUNTY-  NJ/OCEAN
 JU0186  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0186
 JU0186                         *CURRENT SURVEY CONTROL
 JU0186  ___________________________________________________________________
 JU0186* NAD 83(1986)-  39 38 25.     (N)    074 11 06.     (W)     SCALED    
 JU0186* NAVD 88     -         0.899  (meters)       2.95   (feet)  POSTED    
 JU0186  ___________________________________________________________________
 JU0186  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JU0186  DYNAMIC HT  -           0.900 (meters)       2.95  (feet)  COMP
 JU0186  MODELED GRAV-     980,149.8   (mgal)                       NAVD 88
 JU0186
 JU0186  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JU0186
 JU0186.The horizontal coordinates were scaled from a topographic map and have
 JU0186.an estimated accuracy of +/- 6 seconds.
 JU0186
 JU0186.The orthometric height was determined by differential leveling
 JU0186.and adjusted by the National Geodetic Survey in 1992..
 JU0186.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JU0186.rate of 4.1 thru 8.0 mm/km.
 JU0186
 JU0186.The geoid height was determined by GEOID03.
 JU0186
 JU0186.The dynamic height is computed by dividing the NAVD 88
 JU0186.geopotential number by the normal gravity value computed on the
 JU0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0186.degrees latitude (g = 980.6199 gals.).
 JU0186
 JU0186.The modeled gravity was interpolated from observed gravity values.
 JU0186
 JU0186;                    North         East    Units  Estimated Accuracy
 JU0186;SPC NJ       -    89,630.      177,040.      MT  (+/- 180 meters Scaled)
 JU0186
 JU0186                          SUPERSEDED SURVEY CONTROL
 JU0186
 JU0186  NGVD 29 (??/??/??)    1.311  (m)            4.30   (f) ADJUSTED    1 2
 JU0186
 JU0186.Superseded values are not recommended for survey control.
 JU0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0186.See file dsdata.txt to determine how the superseded data were derived.
 JU0186
 JU0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ699881(NAD 83)
 JU0186_MARKER: DB = BENCH MARK DISK
 JU0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0186_SP_SET: CONCRETE BASE
 JU0186_STAMPING: 4.301 G 7 1930
 JU0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0186
 JU0186  HISTORY     - Date     Condition        Report By
 JU0186  HISTORY     - 1930     MONUMENTED       CGS
 JU0186  HISTORY     - 1950     GOOD             CGS
 JU0186  HISTORY     - 1964     MARK NOT FOUND   CGS
 JU0186  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0186
 JU0186                          STATION DESCRIPTION
 JU0186
 JU0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JU0186'AT SHIP BOTTOM.
 JU0186'AT SHIP BOTTOM, ON THE ABANDONED PENNSYLVANIA RAILROAD, WEST OF
 JU0186'THE SITE OF THE STATION, AND IN THE NORTHEAST CORNER OF THE CONCRETE
 JU0186'BASE OF OLD SEMAPHORE 10710.  A STANDARD DISK, STAMPED 4.301 G
 JU0186'7 1930.  NOTE--  THIS BENCH MARK WAS SEARCHED FOR BUT NOT
 JU0186'RECOVERED IN JULY 1950.  IT WAS REPORTED AT THAT TIME THAT THE
 JU0186'RAILROAD STATION AND TRACKS HAVE BEEN REMOVED AND THERE IS A
 JU0186'LUMBER YARD AT THE SITE OF THE STATION.
 JU0186
 JU0186                          STATION RECOVERY (1964)
 JU0186
 JU0186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0186'MARK NOT FOUND.
 JU0186
 JU0186                          STATION RECOVERY (1985)
 JU0186
 JU0186'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0796 ***********************************************************************
 KV0796  DESIGNATION -  G 70
 KV0796  PID         -  KV0796
 KV0796  STATE/COUNTY-  NJ/MONMOUTH
 KV0796  USGS QUAD   -  ASBURY PARK (1989)
 KV0796
 KV0796                         *CURRENT SURVEY CONTROL
 KV0796  ___________________________________________________________________
 KV0796* NAD 83(1986)-  40 14 17.     (N)    074 00 22.     (W)     SCALED    
 KV0796* NAVD 88     -         5.503  (meters)      18.05   (feet)  ADJUSTED  
 KV0796  ___________________________________________________________________
 KV0796  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV0796  DYNAMIC HT  -           5.501 (meters)      18.05  (feet)  COMP
 KV0796  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 KV0796
 KV0796  VERT ORDER  -  FIRST     CLASS I
 KV0796
 KV0796.The horizontal coordinates were scaled from a topographic map and have
 KV0796.an estimated accuracy of +/- 6 seconds.
 KV0796
 KV0796.The orthometric height was determined by differential leveling
 KV0796.and adjusted by the National Geodetic Survey in June 1991..
 KV0796
 KV0796.The geoid height was determined by GEOID03.
 KV0796
 KV0796.The dynamic height is computed by dividing the NAVD 88
 KV0796.geopotential number by the normal gravity value computed on the
 KV0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0796.degrees latitude (g = 980.6199 gals.).
 KV0796
 KV0796.The modeled gravity was interpolated from observed gravity values.
 KV0796
 KV0796;                    North         East    Units  Estimated Accuracy
 KV0796;SPC NJ       -   156,060.      192,020.      MT  (+/- 180 meters Scaled)
 KV0796
 KV0796                          SUPERSEDED SURVEY CONTROL
 KV0796
 KV0796  NGVD 29 (04/16/92)    5.830  (m)           19.13   (f) ADJUSTED    1 1
 KV0796
 KV0796.Superseded values are not recommended for survey control.
 KV0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0796.See file dsdata.txt to determine how the superseded data were derived.
 KV0796
 KV0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK845546(NAD 83)
 KV0796_MARKER: DB = BENCH MARK DISK
 KV0796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0796_SP_SET: HEADWALL
 KV0796_STAMPING: G 70 1964
 KV0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0796
 KV0796  HISTORY     - Date     Condition        Report By
 KV0796  HISTORY     - 1964     MONUMENTED       CGS
 KV0796  HISTORY     - 1979     GOOD             NGS
 KV0796  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV0796  HISTORY     - 19920704 MARK NOT FOUND   USPSQD
 KV0796
 KV0796                          STATION DESCRIPTION
 KV0796
 KV0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0796'0.1 MI N FROM ALLENHURST.
 KV0796'0.1 MILE NORTH ALONG PENNSYLVANIA RAILROAD FROM THE RAILROAD
 KV0796'STATION AT ALLENHURST, AT A SPUR TRACK THAT LEADS TO A COAL
 KV0796'BEN, 66.0 FEET NORTH OF POWER LINE POLE NUMBER JC 174 AL, 21.6
 KV0796'FEET EAST OF THE EAST RAIL OF THE NORTH BOUND TRACK, 12.5
 KV0796'FEET WEST OF THE SOUTHWEST CORNER OF STEEL WIRE FENCE AROUND
 KV0796'THE JERSEY CENTRAL POWER AND LIGHT COMPANY, 1.0 FOOT WEST OF
 KV0796'THE WEST RAIL TO SPUR TRACK, ABOUT 2 FEET LOWER THAN THE TRACK
 KV0796'AND SET IN THE TOP OF A CONCRETE HEAD WALL AT THE WEST SIDE.
 KV0796'NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING 1.95 MILE SOUTH ALONG
 KV0796'THE PENNSYLVANIA RAILROAD FROM THE RAILROAD STATION AT ELBERON.
 KV0796
 KV0796                          STATION RECOVERY (1979)
 KV0796
 KV0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0796'RECOVERED IN GOOD CONDITION.
 KV0796
 KV0796                          STATION RECOVERY (1984)
 KV0796
 KV0796'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0796'MARK NOT FOUND.
 KV0796
 KV0796                          STATION RECOVERY (1992)
 KV0796
 KV0796'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0053 ***********************************************************************
 KV0053  DESIGNATION -  G 72
 KV0053  PID         -  KV0053
 KV0053  STATE/COUNTY-  NJ/UNION
 KV0053  USGS QUAD   -  ARTHUR KILL (1981)
 KV0053
 KV0053                         *CURRENT SURVEY CONTROL
 KV0053  ___________________________________________________________________
 KV0053* NAD 83(1986)-  40 37 08.     (N)    074 14 58.     (W)     SCALED    
 KV0053* NAVD 88     -         6.555  (meters)      21.51   (feet)  ADJUSTED  
 KV0053  ___________________________________________________________________
 KV0053  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KV0053  DYNAMIC HT  -           6.552 (meters)      21.50  (feet)  COMP
 KV0053  MODELED GRAV-     980,216.0   (mgal)                       NAVD 88
 KV0053
 KV0053  VERT ORDER  -  FIRST     CLASS I
 KV0053
 KV0053.This mark is at Linden Airport (LDJ)
 KV0053
 KV0053.The horizontal coordinates were scaled from a topographic map and have
 KV0053.an estimated accuracy of +/- 6 seconds.
 KV0053
 KV0053.The orthometric height was determined by differential leveling
 KV0053.and adjusted by the National Geodetic Survey in June 1991..
 KV0053
 KV0053.The geoid height was determined by GEOID03.
 KV0053
 KV0053.The dynamic height is computed by dividing the NAVD 88
 KV0053.geopotential number by the normal gravity value computed on the
 KV0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0053.degrees latitude (g = 980.6199 gals.).
 KV0053
 KV0053.The modeled gravity was interpolated from observed gravity values.
 KV0053
 KV0053;                    North         East    Units  Estimated Accuracy
 KV0053;SPC NJ       -   198,260.      171,200.      MT  (+/- 180 meters Scaled)
 KV0053
 KV0053                          SUPERSEDED SURVEY CONTROL
 KV0053
 KV0053  NGVD 29 (04/16/92)    6.879  (m)           22.57   (f) ADJUSTED    1 1
 KV0053
 KV0053.Superseded values are not recommended for survey control.
 KV0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0053.See file dsdata.txt to determine how the superseded data were derived.
 KV0053
 KV0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK634967(NAD 83)
 KV0053_MARKER: DB = BENCH MARK DISK
 KV0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0053_SP_SET: CONCRETE FOUNDATION
 KV0053_STAMPING: G 72 1965
 KV0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0053
 KV0053  HISTORY     - Date     Condition        Report By
 KV0053  HISTORY     - 1965     MONUMENTED       CGS
 KV0053  HISTORY     - 19950531 GOOD             USPSQD
 KV0053
 KV0053                          STATION DESCRIPTION
 KV0053
 KV0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0053'AT LINDEN.
 KV0053'AT LINDEN, AT THE LINDEN AIRPORT, ABOUT 38 YARDS WEST OF THE
 KV0053'NORTH CORNER OF LARGE HANGAR WITH THE CONTROL TOWER AT THE SOUTH
 KV0053'CORNER, SET VERTICALLY IN THE SOUTHWEST FACE NEAR THE SOUTH
 KV0053'CORNER OF THE CONCRETE FOUNDATION OF A RED BRICK BUILDING
 KV0053'HOUSING THE ASSOCIATED PRODUCTS OF AMERICA INC., 51.4 FEET
 KV0053'NORTHWEST OF THE NORTHWEST WALL OF THE HANGAR, 1.1 FEET
 KV0053'NORTHWEST OF THE SOUTH CORNER OF THE FOUNDATION, 1.4 FEET
 KV0053'ABOVE THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE DRIVE
 KV0053'LEADING NORTHEAST.
 KV0053
 KV0053                          STATION RECOVERY (1995)
 KV0053
 KV0053'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0964 ***********************************************************************
 KV0964  DESIGNATION -  G 73
 KV0964  PID         -  KV0964
 KV0964  STATE/COUNTY-  NJ/MIDDLESEX
 KV0964  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0964
 KV0964                         *CURRENT SURVEY CONTROL
 KV0964  ___________________________________________________________________
 KV0964* NAD 83(1986)-  40 26 04.     (N)    074 19 55.     (W)     SCALED    
 KV0964* NAVD 88     -         9.551  (meters)      31.34   (feet)  ADJUSTED  
 KV0964  ___________________________________________________________________
 KV0964  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KV0964  DYNAMIC HT  -           9.547 (meters)      31.32  (feet)  COMP
 KV0964  MODELED GRAV-     980,207.7   (mgal)                       NAVD 88
 KV0964
 KV0964  VERT ORDER  -  FIRST     CLASS II
 KV0964
 KV0964.The horizontal coordinates were scaled from a topographic map and have
 KV0964.an estimated accuracy of +/- 6 seconds.
 KV0964
 KV0964.The orthometric height was determined by differential leveling
 KV0964.and adjusted by the National Geodetic Survey in June 1991..
 KV0964
 KV0964.The geoid height was determined by GEOID03.
 KV0964
 KV0964.The dynamic height is computed by dividing the NAVD 88
 KV0964.geopotential number by the normal gravity value computed on the
 KV0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0964.degrees latitude (g = 980.6199 gals.).
 KV0964
 KV0964.The modeled gravity was interpolated from observed gravity values.
 KV0964
 KV0964;                    North         East    Units  Estimated Accuracy
 KV0964;SPC NJ       -   177,760.      164,260.      MT  (+/- 180 meters Scaled)
 KV0964
 KV0964                          SUPERSEDED SURVEY CONTROL
 KV0964
 KV0964  NGVD 29 (01/10/92)    9.881  (m)           32.42   (f) ADJUSTED    1 2
 KV0964
 KV0964.Superseded values are not recommended for survey control.
 KV0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0964.See file dsdata.txt to determine how the superseded data were derived.
 KV0964
 KV0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK566761(NAD 83)
 KV0964_MARKER: DB = BENCH MARK DISK
 KV0964_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0964_SP_SET: CONC BASE
 KV0964_STAMPING: G 73 1974
 KV0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0964
 KV0964  HISTORY     - Date     Condition        Report By
 KV0964  HISTORY     - 1974     MONUMENTED       NGS
 KV0964
 KV0964                          STATION DESCRIPTION
 KV0964
 KV0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV0964'2.4 MI NE FROM OLD BRIDGE.
 KV0964'2.35 MILES NORTHEAST ALONG BORDENTOWN AVENUE FROM THE POST OFFICE
 KV0964'AT OLD BRIDGE, ALONG THE PENN CENTRAL RAILROAD, 22 FEET NORTH OF
 KV0964'THE CENTER OF THE CROSSING OF AN ASPHALT ROAD, ABOUT 75 YARDS
 KV0964'SOUTHEAST OF THE SOUTHEAST CORNER OF SAYREVILLE WATER TREATMENT
 KV0964'PLANT, IN THE TOP OF THE NORTHWEST SIDE OF THE CONCRETE BASE OF
 KV0964'A STEEL POLE SUPPORTING ELECTRIC WIRES FOR TRAINS, 38.8 FEET
 KV0964'SOUTHEAST OF THE CENTER LINE OF THE AVENUE, 24.4 FEET NORTHWEST
 KV0964'OF THE NORTHWEST RAIL OF THE MAIN TRACK, 9.1 FEET NORTHWEST OF
 KV0964'THE NORTHWEST RAIL OF A SIDE TRACK, AND ABOUT 1 1/2 FEET ABOVE THE
 KV0964'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1126 ***********************************************************************
 KV1126  DESIGNATION -  G 74
 KV1126  PID         -  KV1126
 KV1126  STATE/COUNTY-  NJ/MERCER
 KV1126  USGS QUAD   -  HIGHTSTOWN (1981)
 KV1126
 KV1126                         *CURRENT SURVEY CONTROL
 KV1126  ___________________________________________________________________
 KV1126* NAD 83(1986)-  40 15 43.     (N)    074 32 52.     (W)     SCALED    
 KV1126* NAVD 88     -        31.847  (meters)     104.48   (feet)  ADJUSTED  
 KV1126  ___________________________________________________________________
 KV1126  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KV1126  DYNAMIC HT  -          31.833 (meters)     104.44  (feet)  COMP
 KV1126  MODELED GRAV-     980,197.7   (mgal)                       NAVD 88
 KV1126
 KV1126  VERT ORDER  -  FIRST     CLASS II
 KV1126
 KV1126.The horizontal coordinates were scaled from a topographic map and have
 KV1126.an estimated accuracy of +/- 6 seconds.
 KV1126
 KV1126.The orthometric height was determined by differential leveling
 KV1126.and adjusted by the National Geodetic Survey in June 1991..
 KV1126
 KV1126.The geoid height was determined by GEOID03.
 KV1126
 KV1126.The dynamic height is computed by dividing the NAVD 88
 KV1126.geopotential number by the normal gravity value computed on the
 KV1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1126.degrees latitude (g = 980.6199 gals.).
 KV1126
 KV1126.The modeled gravity was interpolated from observed gravity values.
 KV1126
 KV1126;                    North         East    Units  Estimated Accuracy
 KV1126;SPC NJ       -   158,600.      145,940.      MT  (+/- 180 meters Scaled)
 KV1126
 KV1126                          SUPERSEDED SURVEY CONTROL
 KV1126
 KV1126  NGVD 29 (01/10/92)   32.180  (m)          105.58   (f) ADJUSTED    1 2
 KV1126
 KV1126.Superseded values are not recommended for survey control.
 KV1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1126.See file dsdata.txt to determine how the superseded data were derived.
 KV1126
 KV1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK384569(NAD 83)
 KV1126_MARKER: DB = BENCH MARK DISK
 KV1126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1126_SP_SET: BRIDGE
 KV1126_STAMPING: G 74 1974
 KV1126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1126
 KV1126  HISTORY     - Date     Condition        Report By
 KV1126  HISTORY     - 1974     MONUMENTED       NGS
 KV1126
 KV1126                          STATION DESCRIPTION
 KV1126
 KV1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1126'1.2 MI SW FROM HIGHTSTOWN.
 KV1126'0.3 MILE NORTHWEST ALONG STOCKTON AVENUE FROM THE WALTER C.
 KV1126'CLARK ELEMENTARY SCHOOL AT HIGHTSTOWN, THENCE 0.9 MILE
 KV1126'SOUTHWEST ALONG U.S. HIGHWAY 130, 0.4 MILE NORTH OF THE
 KV1126'JUNCTION OF STATE HIGHWAY 33, IN THE TOP OF THE NORTHWEST CONCRETE
 KV1126'HEAD WALL OF A CONCRETE BRIDGE OVER BIG BEAR BROOK, 35 FEET
 KV1126'NORTHWEST OF THE CENTER LINE OF THE SOUTHBOUND LANES OF THE
 KV1126'HIGHWAY, AND ABOUT 1/2 FOOT LOWER THEN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1147 ***********************************************************************
 KV1147  DESIGNATION -  G 75
 KV1147  PID         -  KV1147
 KV1147  STATE/COUNTY-  NJ/BURLINGTON
 KV1147  USGS QUAD   -  TRENTON EAST (1981)
 KV1147
 KV1147                         *CURRENT SURVEY CONTROL
 KV1147  ___________________________________________________________________
 KV1147* NAD 83(1996)-  40 07 32.51900(N)    074 44 22.50196(W)     ADJUSTED  
 KV1147* NAVD 88     -         3.508  (meters)      11.51   (feet)  ADJUSTED  
 KV1147  ___________________________________________________________________
 KV1147  X           -   1,285,422.621 (meters)                     COMP
 KV1147  Y           -  -4,711,500.183 (meters)                     COMP
 KV1147  Z           -   4,088,648.681 (meters)                     COMP
 KV1147  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 KV1147  ELLIP HEIGHT-         -29.26  (meters)          (10/23/02) GPS OBS
 KV1147  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV1147  DYNAMIC HT  -           3.507 (meters)      11.51  (feet)  COMP
 KV1147  MODELED GRAV-     980,196.5   (mgal)                       NAVD 88
 KV1147
 KV1147  HORZ ORDER  -  FIRST
 KV1147  VERT ORDER  -  FIRST     CLASS II
 KV1147  ELLP ORDER  -  FOURTH    CLASS I
 KV1147
 KV1147.The horizontal coordinates were established by GPS observations
 KV1147.and adjusted by the National Geodetic Survey in May 1999..
 KV1147
 KV1147.The orthometric height was determined by differential leveling
 KV1147.and adjusted by the National Geodetic Survey in June 1991..
 KV1147
 KV1147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1147
 KV1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1147
 KV1147.The ellipsoidal height was determined by GPS observations
 KV1147.and is referenced to NAD 83.
 KV1147
 KV1147.The geoid height was determined by GEOID03.
 KV1147
 KV1147.The dynamic height is computed by dividing the NAVD 88
 KV1147.geopotential number by the normal gravity value computed on the
 KV1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1147.degrees latitude (g = 980.6199 gals.).
 KV1147
 KV1147.The modeled gravity was interpolated from observed gravity values.
 KV1147
 KV1147;                    North         East     Units Scale Factor Converg.
 KV1147;SPC NJ       -   143,497.700   129,580.604   MT  0.99990513   -0 09 15.9
 KV1147;SPC NJ       -   470,792.04    425,132.36   sFT  0.99990513   -0 09 15.9
 KV1147;UTM  18      - 4,441,741.307   522,188.242   MT  0.99960606   +0 10 04.2
 KV1147
 KV1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1147!SPC NJ       -   1.00000459  x   0.99990513  =   0.99990972
 KV1147!UTM  18      -   1.00000459  x   0.99960606  =   0.99961065
 KV1147
 KV1147|---------------------------------------------------------------------|
 KV1147| PID    Reference Object                     Distance      Geod. Az  |
 KV1147|                                                           dddmmss.s |
 KV1147| AB8775 3 T 1                               142.245 METERS 04106     |
 KV1147|---------------------------------------------------------------------|
 KV1147
 KV1147                          SUPERSEDED SURVEY CONTROL
 KV1147
 KV1147  ELLIP H (05/14/99)  -29.27   (m)                       GP(       ) 4 1
 KV1147  NAD 83(1992)-  40 07 32.51821(N)    074 44 22.50193(W) AD(       ) 1
 KV1147  ELLIP H (12/16/96)  -29.30   (m)                       GP(       ) 2 1
 KV1147  NAVD 88 (12/16/96)    3.51   (m)           11.5    (f) LEVELING    3  
 KV1147  NGVD 29 (01/10/92)    3.831  (m)           12.57   (f) ADJUSTED    1 2
 KV1147
 KV1147.Superseded values are not recommended for survey control.
 KV1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1147.See file dsdata.txt to determine how the superseded data were derived.
 KV1147
 KV1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2218841741(NAD 83)
 KV1147_MARKER: DV = VERTICAL CONTROL DISK
 KV1147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1147_SP_SET: WINGWALL
 KV1147_STAMPING: G 75 1974
 KV1147_MARK LOGO: NGS   
 KV1147_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1147+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2001
 KV1147
 KV1147  HISTORY     - Date     Condition        Report By
 KV1147  HISTORY     - 1974     MONUMENTED       NGS
 KV1147  HISTORY     - 19900523 GOOD             NJGS
 KV1147  HISTORY     - 19940510 GOOD             USPSQD
 KV1147  HISTORY     - 20010202 GOOD             NJGS
 KV1147
 KV1147                          STATION DESCRIPTION
 KV1147
 KV1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1147'2.2 MI SW FROM BORDENTOWN.
 KV1147'0.15 MILE SOUTHEAST ALONG PRINCE STREET FROM THE POST OFFICE AT
 KV1147'BORDENTOWN, THENCE 1.20 MILES SOUTHWEST ALONG WEST BURLINGTON
 KV1147'STREET, THENCE 0.15 MILE SOUTHEAST ALONG U.S. HIGHWAY 130, ON
 KV1147'THE TOP NORTHWEST END OF THE SOUTHWEST ABUTMENT OF A SMALL BRIDGE
 KV1147'AT CRYSTAL LAKE, 27.6 FEET NORTHWEST OF CENTER LINE OF THE
 KV1147'SOUTHWEST BOUND LANE OF THE HIGHWAY, 0.9 FEET NORTHWEST OF THE
 KV1147'CONCRETE BANSTER AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KV1147'BENCH MARK CAN ALSO BE REACHED BY GOING 2.30 MILES SOUTHWEST ALONG
 KV1147'U.S. HIGHWAY 130 FROM THE SOUTH INTERSECTION OF U.S. HIGHWAY 206
 KV1147'AT BORDENTOWN.
 KV1147
 KV1147                          STATION RECOVERY (1990)
 KV1147
 KV1147'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV1147'THE STATION IS LOCATED IN BORDENTOWN TOWNSHIP ON THE NORTH SIDE OF
 KV1147'U.S.  HIGHWAY 130.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 KV1147'HIGHWAYS 130 AND 206 IN BORDENTOWN, GO SOUTHWEST ON U.S.  HIGHWAY 130
 KV1147'FOR 2.30 MI (3.70 KM) TO A SMALL BRIDGE OVER CRYSTAL LAKE, STRUCTURE
 KV1147'NO.  0317159, AND THE STATION ON THE RIGHT.  THE STATION IS 8.4 M
 KV1147'(27.6 FT) NORTHWEST FROM THE CENTERLINE OF THE SOUTHBOUND LANES OF
 KV1147'U.S.  HIGHWAY 130, 0.3 M (1.0 FT) NORTHWEST FROM THE NORTHWEST END OF
 KV1147'THE NORTH CONCRETE BALUSTRADE AND ABOUT 0.3 M (1.0 FT) ABOVE THE LEVEL
 KV1147'OF THE ROAD.  THE STATION IS SET IN THE TOP NORTHWEST END OF THE
 KV1147'SOUTHWEST WINGWALL.
 KV1147
 KV1147                          STATION RECOVERY (1994)
 KV1147
 KV1147'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1147'RECOVERED IN GOOD CONDITION.
 KV1147
 KV1147                          STATION RECOVERY (2001)
 KV1147
 KV1147'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV1147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0683 ***********************************************************************
 JU0683  DESIGNATION -  G 76
 JU0683  PID         -  JU0683
 JU0683  STATE/COUNTY-  NJ/BURLINGTON
 JU0683  USGS QUAD   -  CAMDEN (1995)
 JU0683
 JU0683                         *CURRENT SURVEY CONTROL
 JU0683  ___________________________________________________________________
 JU0683* NAD 83(1986)-  39 59 58.     (N)    075 01 43.     (W)     SCALED    
 JU0683* NAVD 88     -         4.300  (meters)      14.11   (feet)  ADJUSTED  
 JU0683  ___________________________________________________________________
 JU0683  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU0683  DYNAMIC HT  -           4.299 (meters)      14.10  (feet)  COMP
 JU0683  MODELED GRAV-     980,187.4   (mgal)                       NAVD 88
 JU0683
 JU0683  VERT ORDER  -  FIRST     CLASS II
 JU0683
 JU0683.The horizontal coordinates were scaled from a topographic map and have
 JU0683.an estimated accuracy of +/- 6 seconds.
 JU0683
 JU0683.The orthometric height was determined by differential leveling
 JU0683.and adjusted by the National Geodetic Survey in June 1991..
 JU0683
 JU0683.The geoid height was determined by GEOID03.
 JU0683
 JU0683.The dynamic height is computed by dividing the NAVD 88
 JU0683.geopotential number by the normal gravity value computed on the
 JU0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0683.degrees latitude (g = 980.6199 gals.).
 JU0683
 JU0683.The modeled gravity was interpolated from observed gravity values.
 JU0683
 JU0683;                    North         East    Units  Estimated Accuracy
 JU0683;SPC NJ       -   129,590.      104,860.      MT  (+/- 180 meters Scaled)
 JU0683
 JU0683                          SUPERSEDED SURVEY CONTROL
 JU0683
 JU0683  NGVD 29 (01/10/92)    4.621  (m)           15.16   (f) ADJUSTED    1 2
 JU0683
 JU0683.Superseded values are not recommended for survey control.
 JU0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0683.See file dsdata.txt to determine how the superseded data were derived.
 JU0683
 JU0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK975276(NAD 83)
 JU0683_MARKER: DV = VERTICAL CONTROL DISK
 JU0683_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0683_STAMPING: G 76 1974
 JU0683_MARK LOGO: NGS   
 JU0683_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0683+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1995
 JU0683
 JU0683  HISTORY     - Date     Condition        Report By
 JU0683  HISTORY     - 1974     MONUMENTED       NGS
 JU0683  HISTORY     - 19940714 GOOD             USPSQD
 JU0683  HISTORY     - 19950824 GOOD             NJGS
 JU0683
 JU0683                          STATION DESCRIPTION
 JU0683
 JU0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JU0683'AT PALMYRA.
 JU0683'AT PALMYRA, AT THE JUNCTION OF NORTH BROAD STREET AND ARCH
 JU0683'STREET, 54.1 FEET SOUTHEAST OF THE SOUTHEAST CURB OF NORTH BROAD
 JU0683'STREET, 16.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE PENN
 JU0683'CENTRAL RAILROAD, 1.2 FEET SOUTHWEST OF A TELEGRAPH POLE, 1.2
 JU0683'FEET NORTH OF A METAL WITNESS POST AND ON THE TOP OF A 4-FOOT
 JU0683'COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE, THE
 JU0683'DISK IS 1 INCH UNDER THE SURFACE OF THE GROUND AND ENCASED IN A
 JU0683'4-INCH PLASTIC PIPE WHICH PROJECTS 1 INCH.
 JU0683
 JU0683                          STATION RECOVERY (1994)
 JU0683
 JU0683'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0683'RECOVERED IN GOOD CONDITION.
 JU0683
 JU0683                          STATION RECOVERY (1995)
 JU0683
 JU0683'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0683'THE STATION IS LOCATED IN THE BOROUGH OF RIVERTON AT THE JUNCTION OF
 JU0683'WEST BROAD STREET, COUNTY ROAD 543 AND ARCH STREET AND WITHIN THE
 JU0683'CONRAIL RAILROAD RIGHT OF WAY.  TO REACH THE STATION FROM THE
 JU0683'INTESECTION OF CINNAMINSON AVENUE, COUNTY ROAD 607 AND BROAD STREET,
 JU0683'COUNTY ROAD 543, IN THE BOROUGH OF PALMYRA, GO SOUTHWEST ON BROAD
 JU0683'STREET FOR 0.55 MI (0.89 KM) TO THE STATION ON THE LEFT, SET ABOUT 0.4
 JU0683'FT (12.2 CM) BELOW THE GROUND.  THE STATION IS 24.1 FT (7.3 M)
 JU0683'SOUTHEAST FROM THE SOUTHEAST RAIL, 44.5 FT (13.6 M) SOUTHEAST AND
 JU0683'ACROSS THE TRACKS FROM A FIBER OPTIC UNDERGROUND CABLE MARKER NUMBER
 JU0683'621 ON THE SOUTH SIDE OF WEST BROAD STREET, 16.8 FT (5.1 M) NORTH FROM
 JU0683'POLE NUMBER 60226 PY, 1.5 FT (0.5 M) SOUTHWEST FROM A UTILITY POLE
 JU0683'WITH NO NUMBER AND ABOUT 0.8 FT (24.4 CM) WEST FROM AN ORANGE
 JU0683'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2942 ***********************************************************************
 KV2942  DESIGNATION -  G 77
 KV2942  PID         -  KV2942
 KV2942  STATE/COUNTY-  NJ/HUNTERDON
 KV2942  USGS QUAD   -  BLOOMSBURY (1970)
 KV2942
 KV2942                         *CURRENT SURVEY CONTROL
 KV2942  ___________________________________________________________________
 KV2942* NAD 83(1986)-  40 38 49.     (N)    075 04 41.     (W)     SCALED    
 KV2942* NAVD 88     -       193.794  (meters)     635.81   (feet)  ADJUSTED  
 KV2942  ___________________________________________________________________
 KV2942  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KV2942  DYNAMIC HT  -         193.700 (meters)     635.50  (feet)  COMP
 KV2942  MODELED GRAV-     980,135.8   (mgal)                       NAVD 88
 KV2942
 KV2942  VERT ORDER  -  FIRST     CLASS II
 KV2942
 KV2942.The horizontal coordinates were scaled from a topographic map and have
 KV2942.an estimated accuracy of +/- 6 seconds.
 KV2942
 KV2942.The orthometric height was determined by differential leveling
 KV2942.and adjusted by the National Geodetic Survey in June 1991..
 KV2942
 KV2942.The geoid height was determined by GEOID03.
 KV2942
 KV2942.The dynamic height is computed by dividing the NAVD 88
 KV2942.geopotential number by the normal gravity value computed on the
 KV2942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2942.degrees latitude (g = 980.6199 gals.).
 KV2942
 KV2942.The modeled gravity was interpolated from observed gravity values.
 KV2942
 KV2942;                    North         East    Units  Estimated Accuracy
 KV2942;SPC NJ       -   201,510.      101,110.      MT  (+/- 180 meters Scaled)
 KV2942
 KV2942                          SUPERSEDED SURVEY CONTROL
 KV2942
 KV2942  NGVD 29 (01/10/92)  194.014  (m)          636.53   (f) ADJUSTED    1 2
 KV2942
 KV2942.Superseded values are not recommended for survey control.
 KV2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2942.See file dsdata.txt to determine how the superseded data were derived.
 KV2942
 KV2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK934995(NAD 83)
 KV2942_MARKER: DB = BENCH MARK DISK
 KV2942_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2942_SP_SET: STAINLESS STEEL ROD
 KV2942_STAMPING: G 77 1978
 KV2942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2942
 KV2942  HISTORY     - Date     Condition        Report By
 KV2942  HISTORY     - 1978     MONUMENTED       NGS
 KV2942
 KV2942                          STATION DESCRIPTION
 KV2942
 KV2942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2942'0.7 MI SE FROM BLOOMSBURY.
 KV2942'0.7 MILE SOUTHEAST ALONG CHURCH STREET AND COUNTY ROAD 579 FROM THE
 KV2942'BLOOMSBURY SCHOOL AT BLOOMSBURY, AT THE NORTH EDGE OF A 90 DEGREE
 KV2942'CURVE ON A LONG UPHILL GRADE, 41 FEET NORTHEAST OF THE CENTER OF THE
 KV2942'ROAD AND CURVE, 9.9 FEET WEST OF POWER POLE NUMBER 9 H-8 WHICH IS A
 KV2942'JUNCTION POWER POLE FOR THREE DIFFERENT LINES, AND 4.2 FEET EAST OF
 KV2942'THE EAST EDGE OF A GUARD RAIL ON THE NORTH SIDE OF THE CURVE.
 KV2942'DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2915 ***********************************************************************
 KV2915  DESIGNATION -  G 78
 KV2915  PID         -  KV2915
 KV2915  STATE/COUNTY-  NJ/SOMERSET
 KV2915  USGS QUAD   -  BOUND BROOK (1995)
 KV2915
 KV2915                         *CURRENT SURVEY CONTROL
 KV2915  ___________________________________________________________________
 KV2915* NAD 83(1996)-  40 33 33.32632(N)    074 33 58.83546(W)     ADJUSTED  
 KV2915* NAVD 88     -        17.688  (meters)      58.03   (feet)  ADJUSTED  
 KV2915  ___________________________________________________________________
 KV2915  X           -   1,291,371.516 (meters)                     COMP
 KV2915  Y           -  -4,677,560.667 (meters)                     COMP
 KV2915  Z           -   4,125,351.211 (meters)                     COMP
 KV2915  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 KV2915  ELLIP HEIGHT-         -15.54  (meters)          (10/23/02) GPS OBS
 KV2915  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KV2915  DYNAMIC HT  -          17.680 (meters)      58.01  (feet)  COMP
 KV2915  MODELED GRAV-     980,176.6   (mgal)                       NAVD 88
 KV2915
 KV2915  HORZ ORDER  -  SECOND
 KV2915  VERT ORDER  -  FIRST     CLASS II
 KV2915  ELLP ORDER  -  FOURTH    CLASS I
 KV2915
 KV2915.The horizontal coordinates were established by GPS observations
 KV2915.and adjusted by the National Geodetic Survey in May 1999..
 KV2915
 KV2915.The orthometric height was determined by differential leveling
 KV2915.and adjusted by the National Geodetic Survey in June 1991..
 KV2915
 KV2915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV2915
 KV2915.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV2915
 KV2915.The ellipsoidal height was determined by GPS observations
 KV2915.and is referenced to NAD 83.
 KV2915
 KV2915.The geoid height was determined by GEOID03.
 KV2915
 KV2915.The dynamic height is computed by dividing the NAVD 88
 KV2915.geopotential number by the normal gravity value computed on the
 KV2915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2915.degrees latitude (g = 980.6199 gals.).
 KV2915
 KV2915.The modeled gravity was interpolated from observed gravity values.
 KV2915
 KV2915;                    North         East     Units Scale Factor Converg.
 KV2915;SPC NJ       -   191,610.252   144,381.750   MT  0.99990039   -0 02 35.3
 KV2915;SPC NJ       -   628,641.30    473,692.46   sFT  0.99990039   -0 02 35.3
 KV2915;UTM  18      - 4,489,922.659   536,713.118   MT  0.99961659   +0 16 55.1
 KV2915
 KV2915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV2915!SPC NJ       -   1.00000244  x   0.99990039  =   0.99990283
 KV2915!UTM  18      -   1.00000244  x   0.99961659  =   0.99961903
 KV2915
 KV2915|---------------------------------------------------------------------|
 KV2915| PID    Reference Object                     Distance      Geod. Az  |
 KV2915|                                                           dddmmss.s |
 KV2915| KV6621 SC 205                              288.094 METERS 01953     |
 KV2915|---------------------------------------------------------------------|
 KV2915
 KV2915                          SUPERSEDED SURVEY CONTROL
 KV2915
 KV2915  NAD 83(1986)-  40 33 33.32665(N)    074 33 58.83763(W) AD(       ) 2
 KV2915  NGVD 29 (01/10/92)   17.964  (m)           58.94   (f) ADJUSTED    1 2
 KV2915
 KV2915.Superseded values are not recommended for survey control.
 KV2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2915.See file dsdata.txt to determine how the superseded data were derived.
 KV2915
 KV2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3671389923(NAD 83)
 KV2915_MARKER: DB = BENCH MARK DISK
 KV2915_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2915_SP_SET: SIGNAL BASE
 KV2915_STAMPING: G 78 1978
 KV2915_MARK LOGO: NGS   
 KV2915_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV2915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2915+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2002
 KV2915
 KV2915  HISTORY     - Date     Condition        Report By
 KV2915  HISTORY     - 1978     MONUMENTED       NGS
 KV2915  HISTORY     - 1985     GOOD             NJGS
 KV2915  HISTORY     - 19891219 GOOD             NJGS
 KV2915  HISTORY     - 19900209 GOOD
 KV2915  HISTORY     - 19981115 GOOD             USPSQD
 KV2915  HISTORY     - 20020429 GOOD             AASCO
 KV2915  HISTORY     - 20050416 GOOD             USPSQD
 KV2915
 KV2915                          STATION DESCRIPTION
 KV2915
 KV2915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2915'2.65 MI EAST FROM SOMERSET.
 KV2915'2.65 MILES EAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE
 KV2915'STATION AT SOMERVILLE, 89.5 FEET WEST OF THE CENTER OF CHIMNEY
 KV2915'STREET, 43.4 FEET EAST OF POWER POLE NUMBER W 66, 18.7 FEET NORTH
 KV2915'OF THE NORTH RAIL OF THE TRACKS, 0.8 FOOT NORTHEAST OF THE SOUTHWEST
 KV2915'CORNER OF A 3 X 10 FOOT BASE OF A RAILROAD SIGNAL.
 KV2915
 KV2915                          STATION RECOVERY (1985)
 KV2915
 KV2915'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1985
 KV2915'RECOVERED IN GOOD CONDITION.
 KV2915
 KV2915                          STATION RECOVERY (1989)
 KV2915
 KV2915'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV2915'THE STATION IS LOCATED IN BRIDGEWATER TOWNSHIP, ON THE WEST SIDE OF
 KV2915'CHIMNEY ROCK ROAD, ON THE NEW JERSEY TRANSIT, RARITAN VALLEY LINE. TO
 KV2915'REACH THE STATION FROM THE JUNCTION OF MAIN STREET, COUNTY ROAD 533,
 KV2915'AND FINDERNE AVENUE IN SOMERVILLE, WHICH IS ABOUT 4.2 KM (2.61 MI)
 KV2915'EAST OF THE COURTHOUSE, GO 1.4 KM (0.87 MI) EAST ON EAST MAIN STREET
 KV2915'TO CHIMNEY ROCK ROAD, TURN RIGHT AND GO 0.16 KM (0.10 MI) SOUTH TO
 KV2915'THE NEW JERSEY TRANSIT RAILWAY GRADE CROSSING AND THE STATION ON THE
 KV2915'RIGHT.  THE STATION IS ON THE WEST CORNER OF THE SOUTHEAST OF TWO,
 KV2915'DISUSED, CONCRETE, SIGNAL BASES, NORTHWEST OF THE CROSSING, 5.65 M
 KV2915'(18.54 FT) NORTH NORTHEAST OF THE MOST NORTHEAST RAIL, 25.55 M
 KV2915'(83.83 FT) WEST OF THE CENTERLINE GRADE CROSSING OF CHIMNEY ROCK ROAD
 KV2915', 12.85 M (42.16 FT) SOUTHEAST OF THE FIRST POLE SOUTHEAST OF CHIMNEY
 KV2915'ROCK ROAD, 2.35 M (7.71 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE
 KV2915'BASE AND 0.6 M (1.97 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE BASE.
 KV2915'THE STATION IS 0.4 M (1.31 FT) ABOVE THE GROUND AND ABOUT LEVEL WITH
 KV2915'THE TRACKS.
 KV2915
 KV2915                          STATION RECOVERY (1990)
 KV2915
 KV2915'RECOVERED 1990
 KV2915'RECOVERED IN GOOD CONDITION.
 KV2915
 KV2915                          STATION RECOVERY (1998)
 KV2915
 KV2915'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV2915'RECOVERED IN GOOD CONDITION.
 KV2915
 KV2915                          STATION RECOVERY (2002)
 KV2915
 KV2915'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (JAL)
 KV2915'RECOVERED IN GOOD CONDITION.
 KV2915
 KV2915                          STATION RECOVERY (2005)
 KV2915
 KV2915'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 KV2915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1188 ***********************************************************************
 HU1188  DESIGNATION -  G 79
 HU1188  PID         -  HU1188
 HU1188  STATE/COUNTY-  NJ/CAPE MAY
 HU1188  USGS QUAD   -  CAPE MAY (1972)
 HU1188
 HU1188                         *CURRENT SURVEY CONTROL
 HU1188  ___________________________________________________________________
 HU1188* NAD 83(1986)-  38 58 24.     (N)    074 55 58.     (W)     SCALED    
 HU1188* NAVD 88     -         3.535  (meters)      11.60   (feet)  ADJUSTED  
 HU1188  ___________________________________________________________________
 HU1188  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 HU1188  DYNAMIC HT  -           3.533 (meters)      11.59  (feet)  COMP
 HU1188  MODELED GRAV-     980,051.0   (mgal)                       NAVD 88
 HU1188
 HU1188  VERT ORDER  -  FIRST     CLASS II
 HU1188
 HU1188.The horizontal coordinates were scaled from a topographic map and have
 HU1188.an estimated accuracy of +/- 6 seconds.
 HU1188
 HU1188.The orthometric height was determined by differential leveling
 HU1188.and adjusted by the National Geodetic Survey in June 1991..
 HU1188
 HU1188.The geoid height was determined by GEOID03.
 HU1188
 HU1188.The dynamic height is computed by dividing the NAVD 88
 HU1188.geopotential number by the normal gravity value computed on the
 HU1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1188.degrees latitude (g = 980.6199 gals.).
 HU1188
 HU1188.The modeled gravity was interpolated from observed gravity values.
 HU1188
 HU1188;                    North         East    Units  Estimated Accuracy
 HU1188;SPC NJ       -    15,630.      112,500.      MT  (+/- 180 meters Scaled)
 HU1188
 HU1188                          SUPERSEDED SURVEY CONTROL
 HU1188
 HU1188  NGVD 29 (01/10/92)    3.938  (m)           12.92   (f) ADJUSTED    1 2
 HU1188
 HU1188.Superseded values are not recommended for survey control.
 HU1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1188.See file dsdata.txt to determine how the superseded data were derived.
 HU1188
 HU1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ058138(NAD 83)
 HU1188_MARKER: DV = VERTICAL CONTROL DISK
 HU1188_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HU1188_SP_SET: STAINLESS STEEL ROD
 HU1188_STAMPING: G 79 1979
 HU1188_MARK LOGO: NGS   
 HU1188_PROJECTION: RECESSED 5 CENTIMETERS
 HU1188_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU1188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU1188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1188+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1995
 HU1188_ROD/PIPE-DEPTH: 10.7 meters
 HU1188
 HU1188  HISTORY     - Date     Condition        Report By
 HU1188  HISTORY     - 1979     MONUMENTED       NGS
 HU1188  HISTORY     - 19950705 GOOD             NJGS
 HU1188
 HU1188                          STATION DESCRIPTION
 HU1188
 HU1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HU1188'1.15 MI NW FROM COLD SPRINGS.
 HU1188'1.15 MILES NORTHWEST ALONG STATE HIGHWAY 109 FROM THE JUNCTION OF
 HU1188'U.S. HIGHWAY 9 AT COLD SPRINGS, 0.45 MILE NORTHWEST OF THE CROSSING
 HU1188'OF SHUNPIKE ROAD, 72.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 HU1188'81 FEET SOUTHWEST OF THE WEST END OF A STEEL GUARDRAIL, 4 FEET NORTH
 HU1188'OF POWER POLE NUMBER BT 979 LD AND W30650.
 HU1188'THE MARK IS 1 FT  E FROM A WITNESS POST.
 HU1188'THE MARK IS 2 FT BELOW HIGHWAY.
 HU1188
 HU1188                          STATION RECOVERY (1995)
 HU1188
 HU1188'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 HU1188'THE STATION IS LOCATED IN LOWER TOWNSHIP, ON THE SOUTH SIDE OF U.S.
 HU1188'HIGHWAY 9.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 9
 HU1188'AND STATE ROUTE 109 GO ABOUT 1.1 MI (1.8 KM) NORTHWEST ON U.S. HIGHWAY
 HU1188'9 TO THE STATION ON THE LEFT.  THE STATION IS ALSO 0.4 MI (0.6 KM)
 HU1188'NORTHWEST ON HIGHWAY 9 FROM THE JUNCTION WITH SHUNPIKE ROAD AND 0.4 MI
 HU1188'(0.6 KM) EAST SOUTHEAST ON U.S.  HIGHWAY 9 FROM THE JUNCTION WITH
 HU1188'BAYSHORE BOULEVARD, COUNTY ROAD 603.  THE STATION IS LOCATED IN THE
 HU1188'WOODED AREA ABOUT 0.05 MI (0.08 KM) EAST SOUTH EAST OF THE EAST
 HU1188'ENTRANCE TO A SHOPPING CENTER ON THE NORTH SIDE OF U.S. HIGHWAY 9, 50
 HU1188'FT (15.2 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT OF U.S.  HIGHWAY 9, 74
 HU1188'FT (22.6 M) SOUTH OF THE EAST NOSE OF THE CONCRETE MEDIAN DIVIDE AT AN
 HU1188'INLET, 4 FT (1.2 M) NORTH OF POLE NUMBER BT979LD, W30650.  THE STATION
 HU1188'IS ABOUT 0.02 FT (0.61 CM) BELOW THE TOP OF A PVC PIPE SET FLUSH WITH
 HU1188'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0263 ***********************************************************************
 JU0263  DESIGNATION -  G 8
 JU0263  PID         -  JU0263
 JU0263  STATE/COUNTY-  NJ/ATLANTIC
 JU0263  USGS QUAD   -  NEW GRETNA (1977)
 JU0263
 JU0263                         *CURRENT SURVEY CONTROL
 JU0263  ___________________________________________________________________
 JU0263* NAD 83(1986)-  39 30 04.     (N)    074 27 22.     (W)     SCALED    
 JU0263* NAVD 88     -         3.858  (meters)      12.66   (feet)  ADJUSTED  
 JU0263  ___________________________________________________________________
 JU0263  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JU0263  DYNAMIC HT  -           3.857 (meters)      12.65  (feet)  COMP
 JU0263  MODELED GRAV-     980,135.8   (mgal)                       NAVD 88
 JU0263
 JU0263  VERT ORDER  -  FIRST     CLASS I
 JU0263
 JU0263.The horizontal coordinates were scaled from a topographic map and have
 JU0263.an estimated accuracy of +/- 6 seconds.
 JU0263
 JU0263.The orthometric height was determined by differential leveling
 JU0263.and adjusted by the National Geodetic Survey in June 1991..
 JU0263
 JU0263.The geoid height was determined by GEOID03.
 JU0263
 JU0263.The dynamic height is computed by dividing the NAVD 88
 JU0263.geopotential number by the normal gravity value computed on the
 JU0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0263.degrees latitude (g = 980.6199 gals.).
 JU0263
 JU0263.The modeled gravity was interpolated from observed gravity values.
 JU0263
 JU0263;                    North         East    Units  Estimated Accuracy
 JU0263;SPC NJ       -    74,130.      153,780.      MT  (+/- 180 meters Scaled)
 JU0263
 JU0263                          SUPERSEDED SURVEY CONTROL
 JU0263
 JU0263  NGVD 29 (04/16/92)    4.247  (m)           13.93   (f) ADJUSTED    1 1
 JU0263
 JU0263.Superseded values are not recommended for survey control.
 JU0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0263.See file dsdata.txt to determine how the superseded data were derived.
 JU0263
 JU0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ467725(NAD 83)
 JU0263_MARKER: DB = BENCH MARK DISK
 JU0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0263_STAMPING: G 8 1930 13.957
 JU0263_MARK LOGO: CGS   
 JU0263_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0263+STABILITY: SURFACE MOTION
 JU0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0263+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1995
 JU0263
 JU0263  HISTORY     - Date     Condition        Report By
 JU0263  HISTORY     - 1930     MONUMENTED       CGS
 JU0263  HISTORY     - 1979     GOOD             NGS
 JU0263  HISTORY     - 1985     GOOD             USPSQD
 JU0263  HISTORY     - 19950316 GOOD             NJGS
 JU0263
 JU0263                          STATION DESCRIPTION
 JU0263
 JU0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU0263'2.3 MI NORTH FROM OCEANVILLE.
 JU0263'2.3 MILES NORTH ALONG U.S. HIGHWAY 9 FROM THE POST OFFICE AT OCEANVILL
 JU0263'0.5 MILE NORTH OF ATLANTIC COUNTY HIGHWAY 561, 245 FEET NORTH OF THE
 JU0263'CENTER LINE OF SMITH BOWEN ROAD LEADING EAST, 34.6 FEET EAST OF THE
 JU0263'CENTER LINE OF THE HIGHWAY, 26.0 FEET WEST OF THE APPROXIMATE CENTER
 JU0263'LINE OF A DIRT ROAD PARALLELING THE HIGHWAY AT THIS POINT,
 JU0263'30.0 FEET NORTHEAST OF POWER LINE POLE 14012, 7.3 FEET EAST OF A 12-
 JU0263'INCH OAK, TREE, 2.7 FEET EAST-SOUTHEAST OF A 4-BY-4 INCH GRANITE POST
 JU0263'THAT IS FLUSH WITH THE GROUND, 1.0 FOOT EAST OF A METAL WITNESS POST,
 JU0263'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 JU0263'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 JU0263
 JU0263                          STATION RECOVERY (1985)
 JU0263
 JU0263'RECOVERY NOTE BY US POWER SQUADRON 1985 (CWK)
 JU0263'RECOVERED IN GOOD CONDITION.
 JU0263
 JU0263                          STATION RECOVERY (1995)
 JU0263
 JU0263'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0263'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE STATION IS
 JU0263'ABOUT 2.3 MI (3.7 KM) SOUTH FROM THE U.S.  HIGHWAY 9 BRIDGE OVER
 JU0263'NACOTE CREEK.  THE DIRT ROAD PARALLELING THE HIGHWAY AND THE 12 INCH
 JU0263'OAK TREE COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2463 ***********************************************************************
 JU2463  DESIGNATION -  G 80
 JU2463  PID         -  JU2463
 JU2463  STATE/COUNTY-  NJ/ATLANTIC
 JU2463  USGS QUAD   -  ATLANTIC CITY (1994)
 JU2463
 JU2463                         *CURRENT SURVEY CONTROL
 JU2463  ___________________________________________________________________
 JU2463* NAD 83(1986)-  39 21 51.     (N)    074 24 59.     (W)     SCALED    
 JU2463* NAVD 88     -         2.439  (meters)       8.00   (feet)  ADJUSTED  
 JU2463  ___________________________________________________________________
 JU2463  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 JU2463  DYNAMIC HT  -           2.437 (meters)       8.00  (feet)  COMP
 JU2463  MODELED GRAV-     980,106.5   (mgal)                       NAVD 88
 JU2463
 JU2463  VERT ORDER  -  FIRST     CLASS II
 JU2463
 JU2463.The horizontal coordinates were scaled from a topographic map and have
 JU2463.an estimated accuracy of +/- 6 seconds.
 JU2463
 JU2463.The orthometric height was determined by differential leveling
 JU2463.and adjusted by the National Geodetic Survey in June 1991..
 JU2463
 JU2463.The geoid height was determined by GEOID03.
 JU2463
 JU2463.The dynamic height is computed by dividing the NAVD 88
 JU2463.geopotential number by the normal gravity value computed on the
 JU2463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2463.degrees latitude (g = 980.6199 gals.).
 JU2463
 JU2463.The modeled gravity was interpolated from observed gravity values.
 JU2463
 JU2463;                    North         East    Units  Estimated Accuracy
 JU2463;SPC NJ       -    58,930.      157,210.      MT  (+/- 180 meters Scaled)
 JU2463
 JU2463                          SUPERSEDED SURVEY CONTROL
 JU2463
 JU2463  NGVD 29 (01/10/92)    2.847  (m)            9.34   (f) ADJUSTED    1 2
 JU2463
 JU2463.Superseded values are not recommended for survey control.
 JU2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2463.See file dsdata.txt to determine how the superseded data were derived.
 JU2463
 JU2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ502573(NAD 83)
 JU2463_MARKER: DB = BENCH MARK DISK
 JU2463_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2463_SP_SET: STAINLESS STEEL ROD
 JU2463_STAMPING: G 80 1979
 JU2463_PROJECTION: FLUSH
 JU2463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2463+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1989
 JU2463_ROD/PIPE-DEPTH: 44.2 meters
 JU2463
 JU2463  HISTORY     - Date     Condition        Report By
 JU2463  HISTORY     - 1979     MONUMENTED       NGS
 JU2463  HISTORY     - 19891101 MARK NOT FOUND   NJGS
 JU2463
 JU2463                          STATION DESCRIPTION
 JU2463
 JU2463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2463'IN ATLANTIC CITY.
 JU2463'IN ATLANTIC CITY, 0.2 MILE WEST ALONG PACIFIC AVENUE FROM THE LIGHT
 JU2463'HOUSE AT THE JUNCTION OF PACIFIC AVENUE AND VERMONT AVENUE TO THE
 JU2463'JUNCTION OF CONGRESS AVENUE, SET ON THE EAST SIDE OF CONGRESS AVENUE
 JU2463'ON THE NORTH SIDE OF A 4 BY 3 FOOT GREEN SHED HOUSING A OBSERVATION
 JU2463'WELL FOR U.S.G.S., 153 FEET SOUTH OF THE SOUTH CURB OF PACIFIC
 JU2463'AVENUE, 65 FEET NORTHWEST OF A FIRE HYDRANT, AT THE SOUTHWEST CORNER
 JU2463'OF A JEWISH TEMPLE, BETH JACOB AMUNATH ISRAEL, 29 FEET WEST AND
 JU2463'ACROSS CONGRESS AVENUE FROM POWER POLE 9475, 13 FEET WEST OF THE
 JU2463'WEST CURB OF CONGRESS AVENUE, 1.5 FEET NORTH OF THE NORTH SIDE OF
 JU2463'THE SHED AROUND THE WELL.
 JU2463'THE MARK IS 1 FT  S FROM A WITNESS POST.
 JU2463'THE MARK IS ABOVE LEVEL WITH AVENUES.
 JU2463
 JU2463                          STATION RECOVERY (1989)
 JU2463
 JU2463'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 JU2463'A NEW BUILDING HAS BEEN CONSTRUCTED ADJACENT TO THE AREA WHERE THE
 JU2463'REMAINING TIES FALL. UPON DIGGING DOWN IN THE AREA, THE FOOTING FOR
 JU2463'THE NEW BUILDING WAS FOUND. THE MARK IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2333 ***********************************************************************
 JU2333  DESIGNATION -  G 81
 JU2333  PID         -  JU2333
 JU2333  STATE/COUNTY-  NJ/CAPE MAY
 JU2333  USGS QUAD   -  WOODBINE (1972)
 JU2333
 JU2333                         *CURRENT SURVEY CONTROL
 JU2333  ___________________________________________________________________
 JU2333* NAD 83(1986)-  39 10 05.     (N)    074 45 55.     (W)     SCALED    
 JU2333* NAVD 88     -         7.652  (meters)      25.10   (feet)  ADJUSTED  
 JU2333  ___________________________________________________________________
 JU2333  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 JU2333  DYNAMIC HT  -           7.648 (meters)      25.09  (feet)  COMP
 JU2333  MODELED GRAV-     980,079.1   (mgal)                       NAVD 88
 JU2333
 JU2333  VERT ORDER  -  FIRST     CLASS II
 JU2333
 JU2333.The horizontal coordinates were scaled from a topographic map and have
 JU2333.an estimated accuracy of +/- 6 seconds.
 JU2333
 JU2333.The orthometric height was determined by differential leveling
 JU2333.and adjusted by the National Geodetic Survey in June 1991..
 JU2333
 JU2333.The geoid height was determined by GEOID03.
 JU2333
 JU2333.The dynamic height is computed by dividing the NAVD 88
 JU2333.geopotential number by the normal gravity value computed on the
 JU2333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2333.degrees latitude (g = 980.6199 gals.).
 JU2333
 JU2333.The modeled gravity was interpolated from observed gravity values.
 JU2333
 JU2333;                    North         East    Units  Estimated Accuracy
 JU2333;SPC NJ       -    37,190.      127,080.      MT  (+/- 180 meters Scaled)
 JU2333
 JU2333                          SUPERSEDED SURVEY CONTROL
 JU2333
 JU2333  NGVD 29 (01/10/92)    8.040  (m)           26.38   (f) ADJUSTED    1 2
 JU2333
 JU2333.Superseded values are not recommended for survey control.
 JU2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2333.See file dsdata.txt to determine how the superseded data were derived.
 JU2333
 JU2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ202354(NAD 83)
 JU2333_MARKER: DB = BENCH MARK DISK
 JU2333_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2333_SP_SET: STAINLESS STEEL ROD
 JU2333_STAMPING: G 81 1979
 JU2333_PROJECTION: RECESSED 5 CENTIMETERS
 JU2333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2333_ROD/PIPE-DEPTH: 9.14 meters
 JU2333
 JU2333  HISTORY     - Date     Condition        Report By
 JU2333  HISTORY     - 1979     MONUMENTED       NGS
 JU2333
 JU2333                          STATION DESCRIPTION
 JU2333
 JU2333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2333'1.25 MI NORTH FROM CLERMONT.
 JU2333'0.15 NILES NORTHWEST ALONG STATE ROUTE 83 FROM THE JUNCTION OF U.S.
 JU2333'ROUTE 9 IN CLERMONT, THENCE 1.1 MILES NORTH ALONG KINGS HIGHWAY, AT
 JU2333'THE JUNCTION OF TATTLERS ROAD, 87 FEET WEST-NORTHWEST OF THE CENTER
 JU2333'LINE OF THE HIGHWAY, 19 FEET SOUTHWEST OF THE CENTER OF THE ROAD, AND
 JU2333'5.5 FEET SOUTHEAST OF POWER POLE NUMBER W 7729.
 JU2333'THE MARK IS 1 FT  N FROM A WITNESS POST.
 JU2333'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2246 ***********************************************************************
 JU2246  DESIGNATION -  G 82
 JU2246  PID         -  JU2246
 JU2246  STATE/COUNTY-  NJ/SALEM
 JU2246  USGS QUAD   -  SALEM (1995)
 JU2246
 JU2246                         *CURRENT SURVEY CONTROL
 JU2246  ___________________________________________________________________
 JU2246* NAD 83(1986)-  39 33 53.     (N)    075 27 36.     (W)     SCALED    
 JU2246* NAVD 88     -         2.680  (meters)       8.79   (feet)  ADJUSTED  
 JU2246  ___________________________________________________________________
 JU2246  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JU2246  DYNAMIC HT  -           2.679 (meters)       8.79  (feet)  COMP
 JU2246  MODELED GRAV-     980,122.8   (mgal)                       NAVD 88
 JU2246
 JU2246  VERT ORDER  -  FIRST     CLASS II
 JU2246
 JU2246.The horizontal coordinates were scaled from a topographic map and have
 JU2246.an estimated accuracy of +/- 6 seconds.
 JU2246
 JU2246.The orthometric height was determined by differential leveling
 JU2246.and adjusted by the National Geodetic Survey in June 1991..
 JU2246
 JU2246.The geoid height was determined by GEOID03.
 JU2246
 JU2246.The dynamic height is computed by dividing the NAVD 88
 JU2246.geopotential number by the normal gravity value computed on the
 JU2246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2246.degrees latitude (g = 980.6199 gals.).
 JU2246
 JU2246.The modeled gravity was interpolated from observed gravity values.
 JU2246
 JU2246;                    North         East    Units  Estimated Accuracy
 JU2246;SPC NJ       -    81,630.       67,510.      MT  (+/- 180 meters Scaled)
 JU2246
 JU2246                          SUPERSEDED SURVEY CONTROL
 JU2246
 JU2246  NGVD 29 (01/10/92)    2.959  (m)            9.71   (f) ADJUSTED    1 2
 JU2246
 JU2246.Superseded values are not recommended for survey control.
 JU2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2246.See file dsdata.txt to determine how the superseded data were derived.
 JU2246
 JU2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ604795(NAD 83)
 JU2246_MARKER: DV = VERTICAL CONTROL DISK
 JU2246_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU2246+WITH SETTING: PAVEMENT
 JU2246_SP_SET: CONCRETE FLOOR
 JU2246_STAMPING: G 82 1979
 JU2246_MARK LOGO: NGS   
 JU2246_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2246+STABILITY: SURFACE MOTION
 JU2246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2246+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 JU2246
 JU2246  HISTORY     - Date     Condition        Report By
 JU2246  HISTORY     - 1979     MONUMENTED       NGS
 JU2246  HISTORY     - 19940829 GOOD             NJGS
 JU2246
 JU2246                          STATION DESCRIPTION
 JU2246
 JU2246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2246'IN SALEM.
 JU2246'IN SALEM, AT THE WASHINGTON FIRE CO. NUMBER 3, IN-SIDE THE FIRE HALL
 JU2246'BETWEEN TWO STORAGE CLOSETS AT THE SOUTHEAST ENGINE EXIT DOOR,
 JU2246'MILE SOUTHEAST ALONG STATE ROUTE 49 FROM THE POST OFFICE, 4.3
 JU2246'FEET NORTHEAST OF THE INSIDE SOUTHWEST CORNER OF THE FIRE HALL, AND
 JU2246'0.9 FOOT NORTHWEST OF THE SOUTHEAST CONCRETE WALL OF THE FIRE HALL.
 JU2246'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2246
 JU2246                          STATION RECOVERY (1994)
 JU2246
 JU2246'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU2246'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0943 ***********************************************************************
 JU0943  DESIGNATION -  G 9
 JU0943  PID         -  JU0943
 JU0943  STATE/COUNTY-  NJ/CUMBERLAND
 JU0943  USGS QUAD   -  BRIDGETON (1977)
 JU0943
 JU0943                         *CURRENT SURVEY CONTROL
 JU0943  ___________________________________________________________________
 JU0943* NAD 83(1986)-  39 25 44.     (N)    075 13 53.     (W)     SCALED    
 JU0943* NAVD 88     -        11.238  (meters)      36.87   (feet)  ADJUSTED  
 JU0943  ___________________________________________________________________
 JU0943  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JU0943  DYNAMIC HT  -          11.232 (meters)      36.85  (feet)  COMP
 JU0943  MODELED GRAV-     980,119.9   (mgal)                       NAVD 88
 JU0943
 JU0943  VERT ORDER  -  FIRST     CLASS II
 JU0943
 JU0943.The horizontal coordinates were scaled from a topographic map and have
 JU0943.an estimated accuracy of +/- 6 seconds.
 JU0943
 JU0943.The orthometric height was determined by differential leveling
 JU0943.and adjusted by the National Geodetic Survey in June 1991..
 JU0943
 JU0943.The geoid height was determined by GEOID03.
 JU0943
 JU0943.The dynamic height is computed by dividing the NAVD 88
 JU0943.geopotential number by the normal gravity value computed on the
 JU0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0943.degrees latitude (g = 980.6199 gals.).
 JU0943
 JU0943.The modeled gravity was interpolated from observed gravity values.
 JU0943
 JU0943;                    North         East    Units  Estimated Accuracy
 JU0943;SPC NJ       -    66,370.       87,030.      MT  (+/- 180 meters Scaled)
 JU0943
 JU0943                          SUPERSEDED SURVEY CONTROL
 JU0943
 JU0943  NGVD 29 (01/10/92)   11.546  (m)           37.88   (f) ADJUSTED    1 2
 JU0943
 JU0943.Superseded values are not recommended for survey control.
 JU0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0943.See file dsdata.txt to determine how the superseded data were derived.
 JU0943
 JU0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ800643(NAD 83)
 JU0943_MARKER: DB = BENCH MARK DISK
 JU0943_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0943_SP_SET: BUILDING
 JU0943_STAMPING: 38.113 G 9 1930
 JU0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0943
 JU0943  HISTORY     - Date     Condition        Report By
 JU0943  HISTORY     - 1930     MONUMENTED       CGS
 JU0943  HISTORY     - 1952     GOOD             CGS
 JU0943  HISTORY     - 1979     GOOD             NGS
 JU0943  HISTORY     - 19950129 GOOD             USPSQD
 JU0943  HISTORY     - 19961228 GOOD             USPSQD
 JU0943
 JU0943                          STATION DESCRIPTION
 JU0943
 JU0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JU0943'AT BRIDGETON.
 JU0943'AT BRIDGETON, CUMBERLAND COUNTY, AT THE INTERSECTION OF EAST
 JU0943'COMMERCE STREET AND BANK STREET, AT THE POST OFFICE, IN THE
 JU0943'STONEWALL AT THE SOUTHWEST CORNER OF THE BUILDING, AND 2.5
 JU0943'FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED 38.113 G 9
 JU0943'1930 AND SET VERTICALLY.
 JU0943
 JU0943                          STATION RECOVERY (1979)
 JU0943
 JU0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0943'RECOVERED IN GOOD CONDITION.
 JU0943
 JU0943                          STATION RECOVERY (1995)
 JU0943
 JU0943'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0943'RECOVERED IN GOOD CONDITION.
 JU0943
 JU0943                          STATION RECOVERY (1996)
 JU0943
 JU0943'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4095 ***********************************************************************
 KV4095  DESIGNATION -  G PORT OF NY AUTHORITY 1937
 KV4095  PID         -  KV4095
 KV4095  STATE/COUNTY-  NJ/HUDSON
 KV4095  USGS QUAD   -  WEEHAWKEN (1995)
 KV4095
 KV4095                         *CURRENT SURVEY CONTROL
 KV4095  ___________________________________________________________________
 KV4095* NAD 83(1996)-  40 45 55.65887(N)    074 01 15.38532(W)     ADJUSTED  
 KV4095* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 KV4095  ___________________________________________________________________
 KV4095  LAPLACE CORR-           5.92  (seconds)                    DEFLEC99
 KV4095  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KV4095
 KV4095  HORZ ORDER  -  THIRD
 KV4095
 KV4095.The horizontal coordinates were established by classical geodetic methods
 KV4095.and adjusted by the National Geodetic Survey in September 1999..
 KV4095
 KV4095.The orthometric height was scaled from a topographic map.
 KV4095
 KV4095.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4095
 KV4095.The geoid height was determined by GEOID03.
 KV4095
 KV4095;                    North         East     Units Scale Factor Converg.
 KV4095;SPC NJ       -   214,614.611   190,444.333   MT  0.99992013   +0 18 46.1
 KV4095;SPC NJ       -   704,114.77    624,816.12   sFT  0.99992013   +0 18 46.1
 KV4095;SPC NY L     -    66,493.915   298,231.955   MT  0.99999599   -0 00 49.3
 KV4095;SPC NY L     -   218,155.45    978,449.34   sFT  0.99999599   -0 00 49.3
 KV4095;UTM  18      - 4,513,182.535   582,632.202   MT  0.99968404   +0 38 21.6
 KV4095
 KV4095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4095!SPC NJ       -   0.99999626  x   0.99992013  =   0.99991639
 KV4095!SPC NY L     -   0.99999626  x   0.99999599  =   0.99999225
 KV4095!UTM  18      -   0.99999626  x   0.99968404  =   0.99968030
 KV4095
 KV4095:                Primary Azimuth Mark                     Grid Az
 KV4095:SPC NJ       -  WEEHAWKEN ECC 1933                       002 49 05.6
 KV4095:SPC NY L     -  WEEHAWKEN ECC 1933                       003 08 41.0
 KV4095:UTM  18      -  WEEHAWKEN ECC 1933                       002 29 30.1
 KV4095
 KV4095|---------------------------------------------------------------------|
 KV4095| PID    Reference Object                     Distance      Geod. Az  |
 KV4095|                                                           dddmmss.s |
 KV4095| KV4036 WEEHAWKEN ECC 1933                  APPROX. 1.0 KM 0030751.7 |
 KV4095|---------------------------------------------------------------------|
 KV4095
 KV4095                          SUPERSEDED SURVEY CONTROL
 KV4095
 KV4095  NAD 83(1996)-  40 45 55.65885(N)    074 01 15.38533(W) AD(       ) 3
 KV4095  NAD 83(1996)-  40 45 55.65859(N)    074 01 15.38607(W) AD(       ) 3
 KV4095  NAD 83(1992)-  40 45 55.65750(N)    074 01 15.38640(W) AD(       ) 3
 KV4095  NAD 83(1986)-  40 45 55.66121(N)    074 01 15.38653(W) AD(       ) 3
 KV4095  NAD 27      -  40 45 55.29500(N)    074 01 16.87800(W) AD(       ) 3
 KV4095
 KV4095.Superseded values are not recommended for survey control.
 KV4095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4095.See file dsdata.txt to determine how the superseded data were derived.
 KV4095
 KV4095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8263213183(NAD 83)
 KV4095_MARKER: B = BOLT
 KV4095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV4095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV4095+STABILITY: SURFACE MOTION
 KV4095
 KV4095  HISTORY     - Date     Condition        Report By
 KV4095  HISTORY     - 1937     MONUMENTED       NYPA
 KV4095  HISTORY     - 20010319 MARK NOT FOUND   PORANY
 KV4095  HISTORY     - 20050519 MARK NOT FOUND   GEOCAC
 KV4095
 KV4095                          STATION DESCRIPTION
 KV4095
 KV4095'DESCRIBED BY NEW YORK PORT AUTHORITY 1937 (CDM)
 KV4095'STATION IS ON A PROMINENT ROCKY BLUFF OVERLOOKING THE HUDSON
 KV4095'RIVER IN NEW JERSEY ABOUT 115 PACES S OF THE S END OF KINGSWOOD
 KV4095'ROAD IN UNION CITY, NEW JERSEY.  IT IS APPROXIMATELY OVER THE
 KV4095'MIDTOWN, TUNNEL NOW UNDER CONSTRUCTION.  IT IS TRIANGULATION
 KV4095'STATION G OF THE PORT AUTHORITY OF NEW YORK.  THE STATION IS
 KV4095'MARKED BY A 1/2-INCH STEEL BOLT SET IN CYLINDRICAL CONCRETE
 KV4095'BLOCK 8 INCHES IN DIAMETER AND EMBEDDED IN OUTCROPPING ROCK
 KV4095'PROJECTING ABOUT 10 INCHES ABOVE THE ROCK SURFACE.  A
 KV4095'PERMANENT TRIANGULAR STEEL OBSERVING TOWER ABOUT 30 FEET HIGH
 KV4095'IS LOCATED OVER THE STATION, ITS LEGS EMBEDDED IN 1/2-FOOT
 KV4095'CONCRETE BLOCKS WHICH ARE SECURED TO OUTCROPPING ROCK.
 KV4095
 KV4095                          STATION RECOVERY (2001)
 KV4095
 KV4095'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV4095'SITE OF MARK IS NOW A TWO CAR GARAGE ATTACHED TO A NEW HOUSE.
 KV4095
 KV4095                          STATION RECOVERY (2005)
 KV4095
 KV4095'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV4095'THE DIRECTIONS LEAD TO A DRIVEWAY TO A MANSION LOCATED ATOP THE
 KV4095'PALISADES IN WEEHAWKEN.  115 PACES SOUTH WOULD BE UNDER THE DRIVEWAY,
 KV4095'OR THE GARDEN TO THE WEST.  THIS STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1271 ***********************************************************************
 HU1271  DESIGNATION -  GABLES 2
 HU1271  PID         -  HU1271
 HU1271  STATE/COUNTY-  NJ/CAPE MAY
 HU1271  USGS QUAD   -  WILDWOOD (1972)
 HU1271
 HU1271                         *CURRENT SURVEY CONTROL
 HU1271  ___________________________________________________________________
 HU1271* NAD 83(1996)-  38 58 03.31696(N)    074 50 36.83842(W)     ADJUSTED  
 HU1271* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HU1271  ___________________________________________________________________
 HU1271  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 HU1271  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 HU1271
 HU1271  HORZ ORDER  -  FIRST
 HU1271
 HU1271.The horizontal coordinates were established by classical geodetic methods
 HU1271.and adjusted by the National Geodetic Survey in September 1999..
 HU1271
 HU1271.The orthometric height was scaled from a topographic map.
 HU1271
 HU1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1271
 HU1271.The geoid height was determined by GEOID03.
 HU1271
 HU1271;                    North         East     Units Scale Factor Converg.
 HU1271;SPC NJ       -    14,958.742   120,227.459   MT  0.99991091   -0 12 57.8
 HU1271;SPC NJ       -    49,077.14    394,446.26   sFT  0.99991091   -0 12 57.8
 HU1271;UTM  18      - 4,313,191.438   513,552.056   MT  0.99960226   +0 05 54.2
 HU1271
 HU1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1271!SPC NJ       -   1.00000531  x   0.99991091  =   0.99991622
 HU1271!UTM  18      -   1.00000531  x   0.99960226  =   0.99960757
 HU1271
 HU1271|---------------------------------------------------------------------|
 HU1271| PID    Reference Object                     Distance      Geod. Az  |
 HU1271|                                                           dddmmss.s |
 HU1271| DC5929 GABLES RM 1                          52.139 METERS 02702     |
 HU1271| DC5930 GABLES RM 2                          59.771 METERS 15737     |
 HU1271| DC5931 GABLES RM 3 AZIMUTH                 477.312 METERS 2265300.2 |
 HU1271| HU1260 GABLES                               16.436 METERS 25910     |
 HU1271|---------------------------------------------------------------------|
 HU1271
 HU1271                          SUPERSEDED SURVEY CONTROL
 HU1271
 HU1271  NAD 83(1991)-  38 58 03.29814(N)    074 50 36.84512(W) AD(       ) 1
 HU1271  NAD 83(1986)-  38 58 03.29329(N)    074 50 36.84572(W) AD(       ) 1
 HU1271  NAD 27      -  38 58 02.88900(N)    074 50 38.23900(W) AD(       ) 1
 HU1271
 HU1271.Superseded values are not recommended for survey control.
 HU1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1271.See file dsdata.txt to determine how the superseded data were derived.
 HU1271
 HU1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1355213191(NAD 83)
 HU1271_MARKER: DS = TRIANGULATION STATION DISK
 HU1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1271
 HU1271  HISTORY     - Date     Condition        Report By
 HU1271  HISTORY     - 1937     MONUMENTED       NJGS
 HU1271  HISTORY     - 1952     SEE DESCRIPTION  CGS
 HU1271  HISTORY     - 1957     GOOD             CGS
 HU1271  HISTORY     - 1962     MARK NOT FOUND   CGS
 HU1271
 HU1271                          STATION DESCRIPTION
 HU1271
 HU1271'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1937
 HU1271'STATION IS A STANDARD TRIANGULATION DISK, STAMPED GABLES 2 1937
 HU1271'SET IN CONCRETE, 4 INCHES ABOVE EXISTING GRADE, ON THE NE CORNER
 HU1271'OF INTERSECTION OF PACIFIC AVENUE AND MONTEREY AVENUE, BETWEEN
 HU1271'CURB AND SIDEWALK.  IT IS 28.4 FEET SE OF CENTER LINE OF PACIFIC
 HU1271'AVENUE AND 46.4 FEET NE OF CENTER LINE OF MONTEREY AVENUE.
 HU1271'
 HU1271'SURFACE, UNDERGROUND MARK AND REFERENCE MARK NO. 3 ARE STANDARD
 HU1271'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND
 HU1271'11C.  REFERENCE MARKS NO.1 AND NO. 2 ARE STANDARD BRONZE DISKS
 HU1271'SET IN CONCRETE AS DESCRIBED IN NOTE 11A.  SUB-SURFACE MARK IS
 HU1271'SET IN CONCRETE 40 INCHES BELOW SURFACE MARK.
 HU1271'
 HU1271'REFERENCE MARKS NO.1, NO. 2, AND NO. 3 OF OLD STATION GABLES
 HU1271'WERE RECOVERED UNDISTURBED AND TIED INTO THE RELOCATED STATION.
 HU1271'
 HU1271'REFERENCE MARK NO.1 IS 171.06 FEET N OF STATION, AT THE SW
 HU1271'CORNER OF PACIFIC AVENUE AND MIAMI AVENUE, BETWEEN THE SIDEWALK
 HU1271'AND CURB OF PACIFIC AVENUE.
 HU1271'
 HU1271'REFERENCE MARK NO. 2 IS 196.10 FEET SW OF STATION ON THE S
 HU1271'SIDE OF MONTEREY AVENUE ABOUT 8 INCHES SW OF THE SOUTHERLY EDGE
 HU1271'OF SIDEWALK.
 HU1271'
 HU1271'REFERENCE MARK NO. 3 IS 1565.98 FEET SW OF STATION, IN THE
 HU1271'SIDEWALK ON THE EASTERLY SIDE OF PACIFIC AVENUE, 3 FEET FROM
 HU1271'THE CURB.
 HU1271
 HU1271                          STATION RECOVERY (1952)
 HU1271
 HU1271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HOF)
 HU1271'THE STATION HAS PROBABLY BEEN DESTROYED OR COVERED IN THE PROCESS
 HU1271'OF LAYING SEWER LINES FOR A NEW HOUSING PROJECT IN THE AREA.  AN
 HU1271'EXTENSIVE SEARCH WAS MADE IN THE AREA BY DIGGING.
 HU1271'
 HU1271'REFERENCE MARK 1 WAS RECOVERED AS DESCRIBED AND FOUND TO BE
 HU1271'IN GOOD CONDITION.  REFERENCE MARK 2 WAS RECOVERED AS DESCRIBED
 HU1271'EXCEPT THAT IT IS SE OF THE STATION INSTEAD OF SW.  REFERENCE
 HU1271'MARK 3 WAS NOT RECOVERED.
 HU1271'
 HU1271'THERE IS AN ERROR IN THE MEASUREMENT FROM REFERENCE MARK 1, OR
 HU1271'FROM THE CENTER OF MONTEREY AVENUE, BECAUSE THESE DISTANCES
 HU1271'OVERLAP BY APPROXIMATELY 10 FEET.
 HU1271
 HU1271                          STATION RECOVERY (1957)
 HU1271
 HU1271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VES)
 HU1271'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 HU1271'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT REFERENCE
 HU1271'MARK 2 IS 196.10 FT. SOUTHEAST OF STATION.  TO THE DESCRIPTION
 HU1271'FOR REFERENCE MARK 3 AZ. MK. ADD.  THE MARK IS ON THE NORTHEAST
 HU1271'CORNER OF TOPEKA AND PACIFIC STREETS.  TOPEKA STREET IS
 HU1271'UNDEVELOPED EXCEPT FOR THE CORNER CURBING.
 HU1271
 HU1271                          STATION RECOVERY (1962)
 HU1271
 HU1271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HU1271'THE STATION WAS NOT RECOVERED AND IS BELIEVED TO HAVE BEEN TORN
 HU1271'OUT BY CONSTRUCTION WORK.  IT SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1270 ***********************************************************************
 HU1270  DESIGNATION -  GABLES 3
 HU1270  PID         -  HU1270
 HU1270  STATE/COUNTY-  NJ/CAPE MAY
 HU1270  USGS QUAD   -  WILDWOOD (1972)
 HU1270
 HU1270                         *CURRENT SURVEY CONTROL
 HU1270  ___________________________________________________________________
 HU1270* NAD 83(1996)-  38 58 10.52026(N)    074 50 45.22116(W)     ADJUSTED  
 HU1270* NAVD 88     -         1.728  (meters)       5.67   (feet)  ADJUSTED  
 HU1270  ___________________________________________________________________
 HU1270  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 HU1270  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 HU1270  DYNAMIC HT  -           1.727 (meters)       5.67  (feet)  COMP
 HU1270  MODELED GRAV-     980,050.2   (mgal)                       NAVD 88
 HU1270
 HU1270  HORZ ORDER  -  SECOND
 HU1270  VERT ORDER  -  FIRST     CLASS II
 HU1270
 HU1270.The horizontal coordinates were established by classical geodetic methods
 HU1270.and adjusted by the National Geodetic Survey in September 1999..
 HU1270
 HU1270.The orthometric height was determined by differential leveling
 HU1270.and adjusted by the National Geodetic Survey in March 2001..
 HU1270
 HU1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1270
 HU1270.The geoid height was determined by GEOID03.
 HU1270
 HU1270.The dynamic height is computed by dividing the NAVD 88
 HU1270.geopotential number by the normal gravity value computed on the
 HU1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1270.degrees latitude (g = 980.6199 gals.).
 HU1270
 HU1270.The modeled gravity was interpolated from observed gravity values.
 HU1270
 HU1270;                    North         East     Units Scale Factor Converg.
 HU1270;SPC NJ       -    15,181.616   120,026.517   MT  0.99991106   -0 13 03.1
 HU1270;SPC NJ       -    49,808.35    393,787.00   sFT  0.99991106   -0 13 03.1
 HU1270;UTM  18      - 4,313,413.137   513,349.956   MT  0.99960219   +0 05 48.9
 HU1270
 HU1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1270!SPC NJ       -   1.00000529  x   0.99991106  =   0.99991635
 HU1270!UTM  18      -   1.00000529  x   0.99960219  =   0.99960748
 HU1270
 HU1270:                Primary Azimuth Mark                     Grid Az
 HU1270:SPC NJ       -  WILDWOOD LARGE STANDPIPE                 050 08 42.3
 HU1270:UTM  18      -  WILDWOOD LARGE STANDPIPE                 049 49 50.3
 HU1270
 HU1270|---------------------------------------------------------------------|
 HU1270| PID    Reference Object                     Distance      Geod. Az  |
 HU1270|                                                           dddmmss.s |
 HU1270| HU1272 WILDWOOD LARGE STANDPIPE            APPROX. 0.8 KM 0495539.2 |
 HU1270| AI8792 GABLES 3 AZ MK                                     0584808.1 |
 HU1270| AI8795 GABLES 3 RM 4                        22.812 METERS 06743     |
 HU1270| AI8794 GABLES 3 RM 5                        25.126 METERS 15942     |
 HU1270|---------------------------------------------------------------------|
 HU1270
 HU1270                          SUPERSEDED SURVEY CONTROL
 HU1270
 HU1270  NAD 83(1991)-  38 58 10.50144(N)    074 50 45.22622(W) AD(       ) 2
 HU1270  NAD 83(1986)-  38 58 10.49663(N)    074 50 45.22689(W) AD(       ) 2
 HU1270  NAD 27      -  38 58 10.09040(N)    074 50 46.61870(W) AD(       ) 2
 HU1270  NGVD 29 (07/19/86)    1.7    (m)            6.     (f) VERT ANG       
 HU1270
 HU1270.Superseded values are not recommended for survey control.
 HU1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1270.See file dsdata.txt to determine how the superseded data were derived.
 HU1270
 HU1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1335013413(NAD 83)
 HU1270_MARKER: DS = TRIANGULATION STATION DISK
 HU1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1270_SP_SET: CONCRETE POST
 HU1270_STAMPING: GABLES 3 1962
 HU1270_MARK LOGO: CGS   
 HU1270_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1270+STABILITY: SURFACE MOTION
 HU1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1270+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1998
 HU1270
 HU1270  HISTORY     - Date     Condition        Report By
 HU1270  HISTORY     - 1962     MONUMENTED       CGS
 HU1270  HISTORY     - 1962     GOOD             CGS
 HU1270  HISTORY     - 1970     GOOD             NGS
 HU1270  HISTORY     - 1970     GOOD             NGS
 HU1270  HISTORY     - 1975     GOOD             NGS
 HU1270  HISTORY     - 19900807 GOOD             NJGS
 HU1270  HISTORY     - 19980911 GOOD             NJGS
 HU1270
 HU1270                          STATION DESCRIPTION
 HU1270
 HU1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HU1270'THE STATION IS IN THE WEST EDGE OF WILDWOOD GABLES ON A SMALL
 HU1270'STRIP OF LAND BETWEEN SUNSET LAKE AND COUNTY BOULEVARD.  IT IS
 HU1270'68 FEET NORTHEAST OF THE CENTERLINE OF A T-INTERSECTION FORMED
 HU1270'BY COUNTY BOULEVARD AND MONTEREY AVENUE, 83 FEET SOUTH OF THE
 HU1270'SOUTH EDGE OF SUNSET LAKE, 28 FEET NORTH OF THE NORTH CURB ON
 HU1270'COUNTY BOULEVARD AND 5 FEET NORTH OF A WITNESS POST.  THE
 HU1270'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED GABLES 3
 HU1270'1962.
 HU1270'
 HU1270'TO REACH FROM THE INTERSECTION OF PACIFIC AVENUE AND MONTEREY
 HU1270'ON MONTEREY AVENUE FOR 0.15 MILE TO A T-STREET AND THE STATION
 HU1270'AS DESCRIBED.
 HU1270'
 HU1270'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY ON
 HU1270'COUNTY BOULEVARD FOR 0.3 MILE TO THE MARK ON THE LEFT.
 HU1270'
 HU1270'REFERENCE MARK 4 IS 77 FEET NORTHEAST OF THE WITNESS POST AND
 HU1270'41 FEET NORTH OF THE NORTH CURB ON COUNTY BOULEVARD.  THE MONUMENT
 HU1270'PROJECTS 3 INCHES AND THE DISK IS STAMPED GABLES 3 NO 4 1962.
 HU1270'
 HU1270'REFERENCE MARK 5 IS SET FLUSH IN A DRILL HOLE IN THE SIDEWALK
 HU1270'ON THE SOUTHEAST CORNER OF COUNTY BOULEVARD AND MONTEREY AVENUE,
 HU1270'53 FEET SOUTHEAST OF THE CENTERLINE OF THE T-INTERSECTION, 29
 HU1270'FEET SOUTH OF THE CENTERLINE OF COUNTY BOULEVARD, 26 FEET NORTH
 HU1270'OF A POWER POLE AND 1 FOOT SOUTHEAST OF A ROUNDED CORNER
 HU1270'CURB.  THE DISK IS STAMPED GABLES 3 NO 5 1962.
 HU1270'
 HU1270'THE AZIMUTH MARK IS 38 FEET NORTHWEST OF THE CENTERLINE OF
 HU1270'COUNTY BOULEVARD, 19 FEET NORTHWEST OF THE CURB ON THE NORTHWEST
 HU1270'SIDE OF COUNTY BOULEVARD, 3 FEET WEST OF A WITNESS POST AND 3
 HU1270'FEET WEST OF POWER POLE NUMBER 24970.  THE MONUMENT PROJECTS 2
 HU1270'INCHES AND THE DISK IS STAMPED GABLES 3 1962.
 HU1270'
 HU1270'HEIGHT OF LIGHT ABOVE STATION MARK 26.38 METERS.
 HU1270
 HU1270                          STATION RECOVERY (1962)
 HU1270
 HU1270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HU1270'RECOVERED IN GOOD CONDITION.
 HU1270
 HU1270                          STATION RECOVERY (1970)
 HU1270
 HU1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1270'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 HU1270'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE
 HU1270'FOLLOWING ADDITIONS--THE STATION MARK IS 70.0 FEET SOUTH OF THE
 HU1270'HIGH-WATER LINE OF THE LAKE.  THE AZIMUTH MARK IS 175.0 FEET
 HU1270'WEST OF THE SOUTHWEST CORNER OF A SMALL BRICK PUMP HOUSE, 83.0
 HU1270'FEET SOUTHEAST OF THE OUTER END OF A CONCRETE STORM DRAINAGE
 HU1270'PIPE AND 1 FOOT NORTH OF THE CURB.
 HU1270'
 HU1270'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1270'AT WILDWOOD GABLES.
 HU1270
 HU1270                          STATION RECOVERY (1970)
 HU1270
 HU1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HU1270'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION, BUT
 HU1270'THERE ARE SOME CHANGES IN APPEARANCE OF THE LOCATION.  THE WITNESS
 HU1270'POST IS GONE AND NONE WAS RESET SINCE THIS IS A PARK AREA.
 HU1270'DISTANCE TO THE REFERENCE MARKS WAS CHECKED AND FOUND CORRECT.
 HU1270'
 HU1270'LOCATED IN THE WEST EDGE OF VILLAGE OF WILDWOOD GABLES, ON A
 HU1270'LONG, NARROW, PARK STRIP BETWEEN SUNSET LAKE AND COUNTY BLVD., AT
 HU1270'THE EAST SIDE OF 3 SMALL PINES.
 HU1270'
 HU1270'TO REACH STATION FROM THE INTERSECTION OF PACIFIC AND MONTEREY
 HU1270'AVENUES, IN THE SOUTHWEST PART OF WILDWOOD GABLES, GO NORTHWEST ON
 HU1270'MONTEREY AVE. FOR 0.15 MILE TO T-JUNCTION AND STATION.
 HU1270'
 HU1270'STATION MARK IS A STANDARD DISK STAMPED GABLES 3 1962, SET IN
 HU1270'THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT FLUSH WITH
 HU1270'GROUND.  IT IS 18.5 FEET SOUTHEAST OF THE SOUTHWEST 1 OF THE 3
 HU1270'PINES, 40.5 FEET NORTHEAST OF POWER POLE W30218, AND 28 FEET
 HU1270'NORTH OF THE NORTH CURB OF COUNTY BLVD.
 HU1270'
 HU1270'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED GABLES 3
 HU1270'NO 4 1962, SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE
 HU1270'MONUMENT PROJECTING 2 INCHES FROM GROUND.  IT IS 41 FEET NORTH
 HU1270'OF THE NORTH CURB OF COUNTY BLVD. AND 30 FEET NORTH OF THE WEST
 HU1270'END OF A PARK BENCH.
 HU1270'
 HU1270'REFERENCE MARK NUMBER FIVE IS A STANDARD DISK STAMPED GABLES 3
 HU1270'NO 5 1962, CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK
 HU1270'IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF MONTEREY AVE. AND
 HU1270'COUNTY BLVD.  IT IS 26 FEET NORTH OF A POWER LINE POLE, 29 FEET
 HU1270'SOUTH OF CENTER LINE OF COUNTY BLVD., AND AT THE POINT WHERE CURB
 HU1270'ALONG COUNTY BLVD. BEGINS CURVING TO SOUTHWEST.
 HU1270'
 HU1270'AZIMUTH MARK IS A STANDARD DISK STAMPED GABLES 3 1962, SET IN
 HU1270'THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT PROJECTING 3
 HU1270'INCHES FROM GROUND.  IT IS 60 FEET EAST-NORTHEAST OF THE
 HU1270'T-INTERSECTION OF NEW JERSEY AVE. AND FARRAGUT RD., DIAGONALLY
 HU1270'ACROSS THE AVENUE FROM DUFFYS RESTAURANT, AND 2 FEET WEST OF
 HU1270'POWER LINE POLE 24970.  TO REACH THE MARK FROM STATION, GO
 HU1270'EASTERLY ON COUNTY BLVD. AND NEW JERSEY AVE. FOR 0.25 MILE TO
 HU1270'MARK ON LEFT.
 HU1270'
 HU1270'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1270'AT WILDWOOD GABLES.
 HU1270
 HU1270                          STATION RECOVERY (1975)
 HU1270
 HU1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 HU1270'ALL MARKS WERE RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 HU1270'CONDITION AS THEY ARE DESCRIBED IN THE 1962 DESCRIPTION AND THE
 HU1270'1970 RECOVERY NOTE.
 HU1270'
 HU1270'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1270'AT WILDWOOD GABLES.
 HU1270
 HU1270                          STATION RECOVERY (1990)
 HU1270
 HU1270'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 HU1270'THE STATION WAS RECOVERED AT THIS TIME.  NO MEASUREMENTS WERE TAKEN AT
 HU1270'THIS TIME.
 HU1270
 HU1270                          STATION RECOVERY (1998)
 HU1270
 HU1270'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 HU1270'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS
 HU1270'LOCATED IN THE BOROUGH OF WILDWOOD CREST, IN A GRASS AREA AT THE
 HU1270'SOUTHERLY END OF BAYSIDE PARK LOCATED ON THE NORTHWEST SIDE OF BAYVIEW
 HU1270'DRIVE.  THE STATION IS ABOUT 19.8 M (65.0 FT) NORTHEAST FROM THE
 HU1270'EXTENDED CENTERLINE OF MONTEREY AVENUE, 8.3 M (27.2 FT) NORTH FROM THE
 HU1270'NORTH CURBLINE OF BAYVIEW DRIVE, 12.3 M (40.4 FT) NORTHEAST FROM POLE
 HU1270'NUMBER W30218, 19.3 M (63.3 FT) SOUTH FROM THE WOODEN BULKHEAD AND
 HU1270'25.0 M (82.0 FT) NORTH OF REFERENCE MARK 5 WHICH IS SET ACROSS BAYSIDE
 HU1270'AVENUE ON THE NORTHEAST CORNER OF BAYSIDE DRIVE AND MONTEREY AVENUE.
 HU1270'THE STATION, EAST OF THREE PINE TREES, PROJECTS 0.05 M (0.16 FT) ABOVE
 HU1270'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8792 ***********************************************************************
 AI8792  DESIGNATION -  GABLES 3 AZ MK
 AI8792  PID         -  AI8792
 AI8792  STATE/COUNTY-  NJ/CAPE MAY
 AI8792  USGS QUAD   -  WILDWOOD (1972)
 AI8792
 AI8792                         *CURRENT SURVEY CONTROL
 AI8792  ___________________________________________________________________
 AI8792* NAD 83(1986)-  38 58 16.     (N)    074 50 33.     (W)     SCALED    
 AI8792* NAVD 88     -         1.809  (meters)       5.93   (feet)  ADJUSTED  
 AI8792  ___________________________________________________________________
 AI8792  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 AI8792  DYNAMIC HT  -           1.808 (meters)       5.93  (feet)  COMP
 AI8792  MODELED GRAV-     980,050.3   (mgal)                       NAVD 88
 AI8792
 AI8792  VERT ORDER  -  FIRST     CLASS II
 AI8792
 AI8792.The horizontal coordinates were scaled from a topographic map and have
 AI8792.an estimated accuracy of +/- 6 seconds.
 AI8792
 AI8792.The orthometric height was determined by differential leveling
 AI8792.and adjusted by the National Geodetic Survey in March 2001..
 AI8792
 AI8792.The geoid height was determined by GEOID03.
 AI8792
 AI8792.The dynamic height is computed by dividing the NAVD 88
 AI8792.geopotential number by the normal gravity value computed on the
 AI8792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8792.degrees latitude (g = 980.6199 gals.).
 AI8792
 AI8792.The modeled gravity was interpolated from observed gravity values.
 AI8792
 AI8792;                    North         East    Units  Estimated Accuracy
 AI8792;SPC NJ       -    15,350.      120,320.      MT  (+/- 180 meters Scaled)
 AI8792
 AI8792                          SUPERSEDED SURVEY CONTROL
 AI8792
 AI8792.No superseded survey control is available for this station.
 AI8792
 AI8792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ136135(NAD 83)
 AI8792_MARKER: DZ = AZIMUTH MARK DISK
 AI8792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8792_STAMPING: GABLES 3 1962
 AI8792_MARK LOGO: CGS   
 AI8792_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8792+STABILITY: SURFACE MOTION
 AI8792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8792+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1998
 AI8792
 AI8792  HISTORY     - Date     Condition        Report By
 AI8792  HISTORY     - 1962     MONUMENTED       CGS
 AI8792  HISTORY     - 19980911 GOOD             NJGS
 AI8792
 AI8792                          STATION DESCRIPTION
 AI8792
 AI8792'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI8792'THE STATION IS LOCATED IN THE BOROUGH OF WILDWOOD CREST ON THE GROUNDS
 AI8792'OF BAYSIDE PARK, NORTHEAST FROM THE TEE INTERSECTION OF NEW JERSEY
 AI8792'AVENUE AND FARRAGUT AVENUE AND ACROSS THE STREET FROM THE DUFFY
 AI8792'RESTAURANT.  THE STATION IS 2 FT (0.6 M) WEST FROM POLE NUMBER 24970
 AI8792'AND PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND.  THE STATION IS ALSO
 AI8792'ABOUT 0.3 MI (0.5 KM) NORTHEAST FROM AND ALONG NEW JERSEY AVENUE, ALSO
 AI8792'KNOWN AS BAYVIEW DRIVE FROM TRIANGULATION STATION GABLES 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8795 ***********************************************************************
 AI8795  DESIGNATION -  GABLES 3 RM 4
 AI8795  PID         -  AI8795
 AI8795  STATE/COUNTY-  NJ/CAPE MAY
 AI8795  USGS QUAD   -  WILDWOOD (1972)
 AI8795
 AI8795                         *CURRENT SURVEY CONTROL
 AI8795  ___________________________________________________________________
 AI8795* NAD 83(1986)-  38 58 10.     (N)    074 50 41.     (W)     SCALED    
 AI8795* NAVD 88     -         1.551  (meters)       5.09   (feet)  ADJUSTED  
 AI8795  ___________________________________________________________________
 AI8795  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 AI8795  DYNAMIC HT  -           1.550 (meters)       5.09  (feet)  COMP
 AI8795  MODELED GRAV-     980,050.2   (mgal)                       NAVD 88
 AI8795
 AI8795  VERT ORDER  -  FIRST     CLASS II
 AI8795
 AI8795.The horizontal coordinates were scaled from a topographic map and have
 AI8795.an estimated accuracy of +/- 6 seconds.
 AI8795
 AI8795.The orthometric height was determined by differential leveling
 AI8795.and adjusted by the National Geodetic Survey in March 2001..
 AI8795
 AI8795.The geoid height was determined by GEOID03.
 AI8795
 AI8795.The dynamic height is computed by dividing the NAVD 88
 AI8795.geopotential number by the normal gravity value computed on the
 AI8795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8795.degrees latitude (g = 980.6199 gals.).
 AI8795
 AI8795.The modeled gravity was interpolated from observed gravity values.
 AI8795
 AI8795;                    North         East    Units  Estimated Accuracy
 AI8795;SPC NJ       -    15,170.      120,130.      MT  (+/- 180 meters Scaled)
 AI8795
 AI8795                          SUPERSEDED SURVEY CONTROL
 AI8795
 AI8795.No superseded survey control is available for this station.
 AI8795
 AI8795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ134133(NAD 83)
 AI8795_MARKER: DR = REFERENCE MARK DISK
 AI8795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8795_STAMPING: GABLES 3 NO 4 1962
 AI8795_MARK LOGO: CGS   
 AI8795_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8795+STABILITY: SURFACE MOTION
 AI8795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8795+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1998
 AI8795
 AI8795  HISTORY     - Date     Condition        Report By
 AI8795  HISTORY     - 1962     MONUMENTED       CGS
 AI8795  HISTORY     - 19980911 GOOD             NJGS
 AI8795
 AI8795                          STATION DESCRIPTION
 AI8795
 AI8795'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI8795'THE STATION IS LOCATED IN THE BOROUGH OF WILDWOOD CREST ON THE
 AI8795'NORTHWEST SIDE OF BAYVIEW DRIVE IN A GRASS AREA AT THE SOUTH END OF
 AI8795'BAYSIDE PARK NEAR THE INTERSECTION WITH MONTEREY AVENUE.  THE STATION
 AI8795'IS 12.4 M (40.7 FT) NORTH FROM THE NORTH CURB OF BAYVIEW DRIVE, 22.8 M
 AI8795'(74.8 FT) EAST FROM TRIANGULATION STATION GABLES 3, 24.9 M (81.7 FT)
 AI8795'NORTHWEST FROM POLE NUMBER W32093 AND 34.3 M (112.5 FT) NORTHEAST FROM
 AI8795'POLE NUMBER W30218.  THE STATION IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8794 ***********************************************************************
 AI8794  DESIGNATION -  GABLES 3 RM 5
 AI8794  PID         -  AI8794
 AI8794  STATE/COUNTY-  NJ/CAPE MAY
 AI8794  USGS QUAD   -  WILDWOOD (1972)
 AI8794
 AI8794                         *CURRENT SURVEY CONTROL
 AI8794  ___________________________________________________________________
 AI8794* NAD 83(1986)-  38 58 08.     (N)    074 50 49.     (W)     SCALED    
 AI8794* NAVD 88     -         1.536  (meters)       5.04   (feet)  ADJUSTED  
 AI8794  ___________________________________________________________________
 AI8794  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 AI8794  DYNAMIC HT  -           1.535 (meters)       5.04  (feet)  COMP
 AI8794  MODELED GRAV-     980,050.1   (mgal)                       NAVD 88
 AI8794
 AI8794  VERT ORDER  -  FIRST     CLASS II
 AI8794
 AI8794.The horizontal coordinates were scaled from a topographic map and have
 AI8794.an estimated accuracy of +/- 6 seconds.
 AI8794
 AI8794.The orthometric height was determined by differential leveling
 AI8794.and adjusted by the National Geodetic Survey in March 2001..
 AI8794
 AI8794.The geoid height was determined by GEOID03.
 AI8794
 AI8794.The dynamic height is computed by dividing the NAVD 88
 AI8794.geopotential number by the normal gravity value computed on the
 AI8794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8794.degrees latitude (g = 980.6199 gals.).
 AI8794
 AI8794.The modeled gravity was interpolated from observed gravity values.
 AI8794
 AI8794;                    North         East    Units  Estimated Accuracy
 AI8794;SPC NJ       -    15,100.      119,940.      MT  (+/- 180 meters Scaled)
 AI8794
 AI8794                          SUPERSEDED SURVEY CONTROL
 AI8794
 AI8794.No superseded survey control is available for this station.
 AI8794
 AI8794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ132133(NAD 83)
 AI8794_MARKER: DR = REFERENCE MARK DISK
 AI8794_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI8794_SP_SET: SIDEWALK
 AI8794_STAMPING: GABLES 3 NO 5 1962
 AI8794_MARK LOGO: CGS   
 AI8794_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI8794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8794+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1998
 AI8794
 AI8794  HISTORY     - Date     Condition        Report By
 AI8794  HISTORY     - 1962     MONUMENTED       CGS
 AI8794  HISTORY     - 19980911 GOOD             NJGS
 AI8794
 AI8794                          STATION DESCRIPTION
 AI8794
 AI8794'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI8794'THE STATION IS LOCATED IN THE BOROUGH OF WILDWOOD CREST ON THE
 AI8794'SOUTHEAST CORNER OF THE INTERSECTION OF BAYVIEW DRIVE AND MONTEREY
 AI8794'AVENUE.  THE STATION, SET FLUSH IN A DRILL HOLE IN THE CONCRETE
 AI8794'SIDEWALK, IS 0.3 M (1.0 FT) SOUTH FROM THE SOUTH CURB OF BAYVIEW
 AI8794'DRIVE, 9.3 M (30.5 FT) NORTH FROM POLE NUMBER 8946, 1.5 M (4.9 FT)
 AI8794'WEST FROM THE CENTER OF AN INLET CURBPIECE AND 15.4 M (50.5 FT)
 AI8794'NORTHWEST FROM THE NORTHWEST CORNER OF HOUSE NUMBER 8005, A ONE STORY
 AI8794'FRAME DWELLING.  THE REFERENCE DISK ARROW IS POINTED ABOUT 90 DEGREES
 AI8794'TO THE RIGHT AND AWAY FROM TRIANGULATION STATION GABLES 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4438 ***********************************************************************
 JU4438  DESIGNATION -  GALLOWAY 1
 JU4438  PID         -  JU4438
 JU4438  STATE/COUNTY-  NJ/ATLANTIC
 JU4438  USGS QUAD   -  GREEN BANK (1997)
 JU4438
 JU4438                         *CURRENT SURVEY CONTROL
 JU4438  ___________________________________________________________________
 JU4438* NAD 83(1996)-  39 30 19.67366(N)    074 31 11.02075(W)     ADJUSTED  
 JU4438* NAVD 88     -        17.5    (meters)      57.     (feet)  GPS OBS   
 JU4438  ___________________________________________________________________
 JU4438  X           -   1,315,264.146 (meters)                     COMP
 JU4438  Y           -  -4,749,038.434 (meters)                     COMP
 JU4438  Z           -   4,035,761.347 (meters)                     COMP
 JU4438  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 JU4438  ELLIP HEIGHT-         -16.24  (meters)          (10/23/02) GPS OBS
 JU4438  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JU4438
 JU4438  HORZ ORDER  -  FIRST
 JU4438  ELLP ORDER  -  FOURTH    CLASS I
 JU4438
 JU4438.The horizontal coordinates were established by GPS observations
 JU4438.and adjusted by the National Geodetic Survey in May 1999..
 JU4438
 JU4438.The orthometric height was determined by GPS observations and a
 JU4438.high-resolution geoid model.
 JU4438
 JU4438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4438
 JU4438.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4438
 JU4438.The ellipsoidal height was determined by GPS observations
 JU4438.and is referenced to NAD 83.
 JU4438
 JU4438.The geoid height was determined by GEOID03.
 JU4438
 JU4438;                    North         East     Units Scale Factor Converg.
 JU4438;SPC NJ       -    74,611.910   148,303.431   MT  0.99990004   -0 00 45.2
 JU4438;SPC NJ       -   244,789.24    486,558.84   sFT  0.99990004   -0 00 45.2
 JU4438;UTM  18      - 4,372,981.097   541,290.173   MT  0.99962099   +0 18 19.9
 JU4438
 JU4438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4438!SPC NJ       -   1.00000255  x   0.99990004  =   0.99990259
 JU4438!UTM  18      -   1.00000255  x   0.99962099  =   0.99962354
 JU4438
 JU4438:                Primary Azimuth Mark                     Grid Az
 JU4438:SPC NJ       -  GALLOWAY 2                               357 32 50.0
 JU4438:UTM  18      -  GALLOWAY 2                               357 13 44.9
 JU4438
 JU4438|---------------------------------------------------------------------|
 JU4438| PID    Reference Object                     Distance      Geod. Az  |
 JU4438|                                                           dddmmss.s |
 JU4438| JU4439 GALLOWAY 2                          453.708 METERS 3573204.8 |
 JU4438|---------------------------------------------------------------------|
 JU4438
 JU4438                          SUPERSEDED SURVEY CONTROL
 JU4438
 JU4438  ELLIP H (05/14/99)  -16.27   (m)                       GP(       ) 4 1
 JU4438  NAD 83(1992)-  39 30 19.67176(N)    074 31 11.01943(W) AD(       ) 1
 JU4438  ELLIP H (04/25/94)  -16.33   (m)                       GP(       ) 3 1
 JU4438
 JU4438.Superseded values are not recommended for survey control.
 JU4438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4438.See file dsdata.txt to determine how the superseded data were derived.
 JU4438
 JU4438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4129072981(NAD 83)
 JU4438_MARKER: DD = SURVEY DISK
 JU4438_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4438_SP_SET: BRIDGE SIDEWALK
 JU4438_STAMPING: GALLOWAY 1 1991
 JU4438_MARK LOGO: NJHA  
 JU4438_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4438+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 JU4438
 JU4438  HISTORY     - Date     Condition        Report By
 JU4438  HISTORY     - 1991     MONUMENTED       NJHA
 JU4438  HISTORY     - 19930609 GOOD
 JU4438  HISTORY     - 20051004 GOOD             CANJDE
 JU4438
 JU4438                          STATION DESCRIPTION
 JU4438
 JU4438'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 JU4438'THE STATION IS LOCATED IN GALLOWAY TOWNSHIP ON THE SOUTH SIDEWALK OF
 JU4438'THE BRIDGE CARRYING ENGLISH CREEK ROAD, COUNTY ROUTE 575, OVER THE
 JU4438'GARDEN STATE PARKWAY SOUTHBOUND AT INTERCHANGE 44.  TO REACH THE
 JU4438'STATION, EXIT THE SOUTHBOUND LANES OF THE GARDEN STATE PARKWAY AT
 JU4438'INTERCHANGE 44, TURN LEFT ONTO ENGLISH CREEK ROAD, GO EAST 0,15 MI TO
 JU4438'THE STATION ON THE RIGHT, SET FLUSH WITH THE SIDEWALK AT THE WEST END
 JU4438'OF THE BRIDGE.  THE STATION IS 9.8 FT (3.0 M) NORTHEAST FROM THE WEST
 JU4438'ABUTMENT JOINT, 1.9 FT (0.6 M) SOUTH SOUTHEAST FROM THE SOUTH CURB OF
 JU4438'ENGLISH CREEK ROAD, 18.1 FT (5.5 M) NORTHEAST FROM POLE NUMBER 54498.
 JU4438
 JU4438                          STATION RECOVERY (1993)
 JU4438
 JU4438'RECOVERED 1993
 JU4438'RECOVERED IN GOOD CONDITION.
 JU4438
 JU4438                          STATION RECOVERY (2005)
 JU4438
 JU4438'RECOVERY NOTE BY   2005 (GAC)
 JU4438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4439 ***********************************************************************
 JU4439  DESIGNATION -  GALLOWAY 2
 JU4439  PID         -  JU4439
 JU4439  STATE/COUNTY-  NJ/ATLANTIC
 JU4439  USGS QUAD   -  GREEN BANK (1997)
 JU4439
 JU4439                         *CURRENT SURVEY CONTROL
 JU4439  ___________________________________________________________________
 JU4439* NAD 83(1996)-  39 30 34.37157(N)    074 31 11.83769(W)     ADJUSTED  
 JU4439* NAVD 88     -        14.6    (meters)      48.     (feet)  GPS OBS   
 JU4439  ___________________________________________________________________
 JU4439  X           -   1,315,167.778 (meters)                     COMP
 JU4439  Y           -  -4,748,763.599 (meters)                     COMP
 JU4439  Z           -   4,036,109.251 (meters)                     COMP
 JU4439  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 JU4439  ELLIP HEIGHT-         -19.11  (meters)          (10/23/02) GPS OBS
 JU4439  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JU4439
 JU4439  HORZ ORDER  -  FIRST
 JU4439  ELLP ORDER  -  FOURTH    CLASS I
 JU4439
 JU4439.The horizontal coordinates were established by GPS observations
 JU4439.and adjusted by the National Geodetic Survey in May 1999..
 JU4439
 JU4439.The orthometric height was determined by GPS observations and a
 JU4439.high-resolution geoid model.
 JU4439
 JU4439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4439
 JU4439.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4439
 JU4439.The ellipsoidal height was determined by GPS observations
 JU4439.and is referenced to NAD 83.
 JU4439
 JU4439.The geoid height was determined by GEOID03.
 JU4439
 JU4439;                    North         East     Units Scale Factor Converg.
 JU4439;SPC NJ       -    75,065.157   148,284.016   MT  0.99990004   -0 00 45.7
 JU4439;SPC NJ       -   246,276.27    486,495.14   sFT  0.99990004   -0 00 45.7
 JU4439;UTM  18      - 4,373,434.103   541,268.249   MT  0.99962097   +0 18 19.5
 JU4439
 JU4439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4439!SPC NJ       -   1.00000300  x   0.99990004  =   0.99990304
 JU4439!UTM  18      -   1.00000300  x   0.99962097  =   0.99962397
 JU4439
 JU4439:                Primary Azimuth Mark                     Grid Az
 JU4439:SPC NJ       -  GALLOWAY 1                               177 32 50.0
 JU4439:UTM  18      -  GALLOWAY 1                               177 13 44.8
 JU4439
 JU4439|---------------------------------------------------------------------|
 JU4439| PID    Reference Object                     Distance      Geod. Az  |
 JU4439|                                                           dddmmss.s |
 JU4439| JU4438 GALLOWAY 1                          453.708 METERS 1773204.3 |
 JU4439|---------------------------------------------------------------------|
 JU4439
 JU4439                          SUPERSEDED SURVEY CONTROL
 JU4439
 JU4439  ELLIP H (05/14/99)  -19.14   (m)                       GP(       ) 4 1
 JU4439  NAD 83(1992)-  39 30 34.36969(N)    074 31 11.83637(W) AD(       ) 1
 JU4439  ELLIP H (04/25/94)  -19.20   (m)                       GP(       ) 3 1
 JU4439
 JU4439.Superseded values are not recommended for survey control.
 JU4439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4439.See file dsdata.txt to determine how the superseded data were derived.
 JU4439
 JU4439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4126873434(NAD 83)
 JU4439_MARKER: DD = SURVEY DISK
 JU4439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4439_SP_SET: CONCRETE POST
 JU4439_STAMPING: GALLOWAY 2
 JU4439_MARK LOGO: NJHA  
 JU4439_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4439+STABILITY: SURFACE MOTION
 JU4439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4439+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1993
 JU4439
 JU4439  HISTORY     - Date     Condition        Report By
 JU4439  HISTORY     - 1991     MONUMENTED       NJHA
 JU4439  HISTORY     - 19930609 GOOD
 JU4439
 JU4439                          STATION DESCRIPTION
 JU4439
 JU4439'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 JU4439'THE STATION IS LOCATED IN GALLOWAY TOWNSHIP ON THE WEST SIDE OF THE
 JU4439'GARDEN STATE PARKWAY SOUTHBOUND AT MILEPOINT 44.23 IN THE GRASS AREA
 JU4439'BETWEEN THE SOUTHBOUND ROADWAY AND INTERCHANGE 44 EXIT RAMP.  THE
 JU4439'STATION, SET SLIGHTLY BELOW GRADE, IS 36.3 FT (11.1 M) WNW FROM THE
 JU4439'SOLID WHITE LINE AT THE WEST SIDE OF THE SOUTHBOUND LANE, 32.0 FT
 JU4439'(9.8 M) SE FROM THE SOLID WHITE LINE AT THE EAST EDGE OF THE EXIT
 JU4439'RAMP AND 66.6 FT (20.3 M) SSW FROM THE EXIT 44 SIGN AT THE RAMP
 JU4439'BIFURCATION.
 JU4439
 JU4439                          STATION RECOVERY (1993)
 JU4439
 JU4439'RECOVERED 1993
 JU4439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5806 ***********************************************************************
 KV5806  DESIGNATION -  GARB RESET
 KV5806  PID         -  KV5806
 KV5806  STATE/COUNTY-  NJ/SOMERSET
 KV5806  USGS QUAD   -  BOUND BROOK (1995)
 KV5806
 KV5806                         *CURRENT SURVEY CONTROL
 KV5806  ___________________________________________________________________
 KV5806* NAD 83(1996)-  40 32 04.22115(N)    074 31 27.86603(W)     ADJUSTED  
 KV5806* NAVD 88     -        24.8    (meters)      81.     (feet)  GPS OBS   
 KV5806  ___________________________________________________________________
 KV5806  X           -   1,295,272.990 (meters)                     COMP
 KV5806  Y           -  -4,678,341.488 (meters)                     COMP
 KV5806  Z           -   4,123,267.386 (meters)                     COMP
 KV5806  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 KV5806  ELLIP HEIGHT-          -8.30  (meters)          (10/23/02) GPS OBS
 KV5806  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KV5806
 KV5806  HORZ ORDER  -  FIRST
 KV5806  ELLP ORDER  -  FOURTH    CLASS I
 KV5806
 KV5806.The horizontal coordinates were established by GPS observations
 KV5806.and adjusted by the National Geodetic Survey in May 1999..
 KV5806
 KV5806.The orthometric height was determined by GPS observations and a
 KV5806.high-resolution geoid model.
 KV5806
 KV5806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5806
 KV5806.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5806
 KV5806.The ellipsoidal height was determined by GPS observations
 KV5806.and is referenced to NAD 83.
 KV5806
 KV5806.The geoid height was determined by GEOID03.
 KV5806
 KV5806;                    North         East     Units Scale Factor Converg.
 KV5806;SPC NJ       -   188,860.171   147,932.321   MT  0.99990005   -0 00 57.1
 KV5806;SPC NJ       -   619,618.74    485,341.29   sFT  0.99990005   -0 00 57.1
 KV5806;UTM  18      - 4,487,193.535   540,278.227   MT  0.99961997   +0 18 32.7
 KV5806
 KV5806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5806!SPC NJ       -   1.00000130  x   0.99990005  =   0.99990135
 KV5806!UTM  18      -   1.00000130  x   0.99961997  =   0.99962127
 KV5806
 KV5806:                Primary Azimuth Mark                     Grid Az
 KV5806:SPC NJ       -  GARB AZ MK                               024 04 01.2
 KV5806:UTM  18      -  GARB AZ MK                               023 44 31.4
 KV5806
 KV5806|---------------------------------------------------------------------|
 KV5806| PID    Reference Object                     Distance      Geod. Az  |
 KV5806|                                                           dddmmss.s |
 KV5806| CB5957 GARB AZ MK                                         0240304.1 |
 KV5806| CB5958 GARB RM 1                            27.225 METERS 11315     |
 KV5806| CB5960 GARB RM 3                            20.234 METERS 11419     |
 KV5806| KV4892 NEW BRUNSWICK TRANS ATL RED BN      APPROX. 3.4 KM 1323305.1 |
 KV5806| CB5959 GARB RM 2                            32.388 METERS 18956     |
 KV5806| KV5819 AIRWAY BEACON 68                    APPROX.24.7 KM 2904054.1 |
 KV5806| KV5804 AIRWAY BEACON 70                    APPROX. 5.9 KM 3275009.6 |
 KV5806|---------------------------------------------------------------------|
 KV5806
 KV5806                          SUPERSEDED SURVEY CONTROL
 KV5806
 KV5806  ELLIP H (05/14/99)   -8.29   (m)                       GP(       ) 4 1
 KV5806  NAD 83(1986)-  40 32 04.22178(N)    074 31 27.86813(W) AD(       ) 1
 KV5806  NAD 83(1986)-  40 32 04.22251(N)    074 31 27.86829(W) AD(       ) 1
 KV5806  NAD 27      -  40 32 03.85000(N)    074 31 29.31100(W) AD(       ) 1
 KV5806  NGVD 29 (09/27/88)   25.1    (m)           82.     (f) GPS OBS        
 KV5806
 KV5806.Superseded values are not recommended for survey control.
 KV5806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5806.See file dsdata.txt to determine how the superseded data were derived.
 KV5806
 KV5806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4027887194(NAD 83)
 KV5806_MARKER: DB = BENCH MARK DISK
 KV5806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5806_SP_SET: CONCRETE POST
 KV5806_STAMPING: GARB 1933 1977
 KV5806_MARK LOGO: NGS   
 KV5806_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5806+STABILITY: SURFACE MOTION
 KV5806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5806+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1990
 KV5806
 KV5806  HISTORY     - Date     Condition        Report By
 KV5806  HISTORY     - 1933     MONUMENTED       CGS
 KV5806  HISTORY     - 1977     SEE DESCRIPTION  NGS
 KV5806  HISTORY     - 1977     GOOD             NGS
 KV5806  HISTORY     - 1985     GOOD             GEOHYD
 KV5806  HISTORY     - 19891206 GOOD             NJGS
 KV5806  HISTORY     - 19901130 GOOD             NJGS
 KV5806
 KV5806                          STATION DESCRIPTION
 KV5806
 KV5806'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 KV5806'THIS STATION IS ON THE PROPERTY OF SOLOMON GARB AND ABOUT 2 MILES
 KV5806'A LITTLE E OF S OF BOUND BROOK.
 KV5806'
 KV5806'THE MARK IS ON THE SUMMIT OF A SMALL HILL ABOUT 400 FEET SE OF
 KV5806'THE HOUSE OCCUPIED BY MR. GARB, 19 FEET S OF A SMALL CHICKEN HOUSE,
 KV5806'130 FEET E OF A LARGE CHICKEN HOUSE, 30 FEET W OF A PROPERTY
 KV5806'LINE FENCE, 69 FEET NW OF AN IRON POST AND PROJECTS 10 INCHES
 KV5806'ABOVE THE GROUND.
 KV5806'
 KV5806'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5806'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A, AND 11B.
 KV5806'
 KV5806'REFERENCE MARK NO.1 IS SE OF THE STATION AND PROJECTS
 KV5806'7 INCHES.  REFERENCE MARK NO.2 IS SSW OF THE STATION, AND PROJECTS
 KV5806'8 INCHES.
 KV5806'
 KV5806'THE AZIMUTH MARK IS ABOUT 1300 FEET NE OF THE STATION, 45 FEET
 KV5806'SW OF TELEPHONE POLE NO. 1191, 18 FEET S OF THE CENTER LINE OF THE
 KV5806'GRAVEL ROAD, 150 FEET SE OF A HOUSE N OF THE ROAD, ON A FENCE
 KV5806'LINE AND PROJECTS 8 INCHES.
 KV5806'
 KV5806'A 77-FOOT TOWER WAS ERECTED.
 KV5806'
 KV5806'TO REACH STATION FROM BOUND BROOK PROCEED TO S END OF THE CANAL
 KV5806'BRIDGE BETWEEN BOUND BROOK AND S BOUND BROOK AND PROCEED S ON
 KV5806'MAIN STREET (EASTON TURNPIKE) FOR 1.15 MILES AND TURN RIGHT ON
 KV5806'GRAVEL T-ROAD WHICH DIVIDES TWO LARGE ESTATES AND IS CALLED
 KV5806'DAVIDSON AVENUE.  FOLLOW THIS ROAD 0.7 MILE TO THE FOURTH HOUSE
 KV5806'ON THE LEFT WHICH IS OWNED BY SOLOMON GARB.
 KV5806'
 KV5806'TO REACH STATION FROM NEW BRUNSWICK PROCEED W ON ALBANY STREET
 KV5806'0.1 MILE FROM THE POST OFFICE AND TURN HALF RIGHT ONTO THE EASTON
 KV5806'TURNPIKE AND FOLLOW NW 5.1 OR 3.85 MILES BEYOND LANDING LANE WHICH
 KV5806'LEADS OFF TO THE RIGHT, TO THE GRAVEL ROAD MENTIONED ABOVE.
 KV5806
 KV5806                          STATION RECOVERY (1977)
 KV5806
 KV5806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KV5806'THE STATION SURFACE MARK WAS FOUND DESTROYED.  THE SUB-SURFACE MARK
 KV5806'WAS FOUND IN GOOD CONDITION.  REFERENCE MARK ONE WAS FOUND
 KV5806'DESTROYED.  REFERENCE MARK TWO WAS FOUND IN GOOD CONDITION.  THE
 KV5806'AZIMUTH MARK WAS NOT FOUND AND BELIEVED DESTROYED.  A NEW STATION
 KV5806'SURFACE MARK AND A NEW REFERENCE MARK THREE WERE SET.  DUE TO
 KV5806'DENSE TREES TO THE WEST AND LARGE BUILDINGS TO THE NORTH, EAST AND
 KV5806'SOUTH, IT WAS NOT POSSIBLE TO SET A NEW AZIMUTH MARK.  A LONGER
 KV5806'DISTANCE OF 0.01 FOOT OR 0.003 METER WAS NOTED TO REFERENCE MARK 2.
 KV5806'
 KV5806'A COMPLETE NEW DESCRIPTION FOLLOWS.
 KV5806'
 KV5806'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF NEW BRUNSWICK, 8
 KV5806'MILES SOUTHWEST OF PLAINFIELD, 1 MILE SOUTH OF SOUTH BOUND BROOK AND
 KV5806'ON PROPERTY OWNED BY THE GAS DYNAMICS COMPANY.
 KV5806'
 KV5806'TO REACH FROM THE POST OFFICE IN SOUTH BOUND BROOK, GO EAST ON CANAL
 KV5806'ROAD FOR 0.15 MILE TO A STREET RIGHT.  TURN RIGHT AND GO SOUTH ON
 KV5806'MAIN STREET FOR 1.2 MILE, TO A SIDE ROAD RIGHT.  TURN RIGHT, GO WEST
 KV5806'ON DAVIDSON AVENUE FOR 0.65 MILE TO A SIDE ROAD LEFT AND THE GAS
 KV5806'DYNAMICS FACILITIES WAREHOUSE ON THE LEFT.  TURN LEFT AND GO SOUTH ON
 KV5806'A PAVED ROAD ALONG THE WEST SIDE OF THE WAREHOUSE FOR 0.1 MILE TO A
 KV5806'CUTBANK ON THE RIGHT AND THE STATION ON THE HILL JUST OPPOSITE THE
 KV5806'SECOND ONE OF TWO WAREHOUSES WITH FOUR LOADING DOCKS ON THE WEST
 KV5806'SIDE OF IT.
 KV5806'
 KV5806'THE STATION SURFACE MARK IS A STANDARD DISK STAMPED GARB 1933 1977,
 KV5806'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 KV5806'8-INCHES.  THE SUB-SURFACE MARK IS A STANDARD DISK STAMPED GARB
 KV5806'1933, SET IN AN 8-INCH MASS OF CONCRETE WHICH IS 40-INCHES BELOW THE
 KV5806'SURFACE.  THEY ARE 101.9 FEET WEST OF THE NORTH EDGE OF THE
 KV5806'SECOND LOADING DOCK FROM THE NORTH OF THE WAREHOUSE, 100.5 FEET
 KV5806'SOUTHWEST OF THE NORTHWEST CORNER OF THE WAREHOUSE, 24 FEET WEST OF
 KV5806'THE CUTBANK, 5 FEET SOUTHEAST OF AN 8-INCH WILD CHERRY TREE, AND
 KV5806'2.8 FEET SOUTH OF A WITNESS POST.
 KV5806'
 KV5806'REFERENCE MARK TWO IS A STANDARD DISK STAMPED GARB NO 2 1933 SET IN
 KV5806'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 KV5806'8-INCHES.  IT IS 125 FEET WEST OF THE CUTBANK, AND 1.4 FEET SOUTH
 KV5806'OF A WITNESS POST.
 KV5806'
 KV5806'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GARB 1933 NO 3 1977, SET
 KV5806'IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 KV5806'THE SURFACE.  IT IS 73.7 FEET SOUTHWEST OF THE SOUTH EDGE OF THE
 KV5806'SECOND LOADING DOCK FROM THE NORTH OF THE SIDE OF THE WAREHOUSE,
 KV5806'10 FEET WEST OF THE EDGE OF THE CUTBANK, 2 FEET SOUTH OF A WITNESS
 KV5806'POST.
 KV5806'
 KV5806'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTH OF
 KV5806'SOUND BOUND BROOK.
 KV5806
 KV5806                          STATION RECOVERY (1977)
 KV5806
 KV5806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KV5806'RECOVERED IN GOOD CONDITION.
 KV5806
 KV5806                          STATION RECOVERY (1985)
 KV5806
 KV5806'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1985 (AXH)
 KV5806'THE STATION WAS RECOVERED AT THIS DATE.
 KV5806'THE STATION WAS USED AS A GPS STATION . NO MEASUREMENTS WERE MADE
 KV5806'MADE TO PERIPHERAL MARK.
 KV5806'
 KV5806'DESCRIBED BY LOUIS MARCHUK,NJ DOT GEODETIC SURVEY, FROM INFORMATION
 KV5806'SUBMITTED BY GEO/HYDRO.
 KV5806
 KV5806                          STATION RECOVERY (1989)
 KV5806
 KV5806'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV5806'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP, ON THE SOUTHEAST SIDE OF
 KV5806'DAVIDSON AVENUE, IN A VACANT LOT, IN A HIGHLY DEVELOPED COMMERCIAL
 KV5806'AREA, ABOUT 1.6 KM (0.99 MI) SOUTH OF SOUTH BOUND BROOK BOROUGH.  TO
 KV5806'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY I 287, EXIT
 KV5806'6, AND EASTON AVENUE, COUNTY ROAD 527, GO 0.32 KM (0.20 MI) NORTHWEST
 KV5806'ON ROUTE 527 TO DAVIDSON AVENUE ON THE LEFT.  TURN LEFT, AND GO 1.1
 KV5806'KM (0.68 MI) SOUTHWEST TO THE UNITED FOAM PLASTICS CORPORATION
 KV5806'DRIVEWAY ON THE LEFT.  TURN LEFT AND GO 0.16 KM (0.10 MI) TO THE
 KV5806'STATION ON THE RIGHT, ABOUT 3.0 M (9.84 FT) SOUTH OF AND ON TOP OF A
 KV5806'2 METER HIGH EMBANKMENT.  THE REFERENCE MARKS WERE RECOVERED BUT NOT
 KV5806'MEASURED TO.
 KV5806
 KV5806                          STATION RECOVERY (1990)
 KV5806
 KV5806'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2933 ***********************************************************************
 JU2933  DESIGNATION -  GARDEN STATE PARKWAY RADIO TWR
 JU2933  PID         -  JU2933
 JU2933  STATE/COUNTY-  NJ/CAPE MAY
 JU2933  USGS QUAD   -  WOODBINE (1972)
 JU2933
 JU2933                         *CURRENT SURVEY CONTROL
 JU2933  ___________________________________________________________________
 JU2933* NAD 83(1996)-  39 07 43.73031(N)    074 46 22.03237(W)     ADJUSTED  
 JU2933* NAVD 88     -                                                        
 JU2933  ___________________________________________________________________
 JU2933  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 JU2933  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 JU2933
 JU2933  HORZ ORDER  -  THIRD
 JU2933
 JU2933.The horizontal coordinates were established by classical geodetic methods
 JU2933.and adjusted by the National Geodetic Survey in September 1999..
 JU2933
 JU2933
 JU2933.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2933
 JU2933.The geoid height was determined by GEOID03.
 JU2933
 JU2933;                    North         East     Units Scale Factor Converg.
 JU2933;SPC NJ       -    32,834.970   126,414.710   MT  0.99990685   -0 10 19.7
 JU2933;SPC NJ       -   107,726.06    414,745.59   sFT  0.99990685   -0 10 19.7
 JU2933;UTM  18      - 4,331,095.941   519,639.078   MT  0.99960475   +0 08 36.2
 JU2933
 JU2933                          SUPERSEDED SURVEY CONTROL
 JU2933
 JU2933  NAD 83(1991)-  39 07 43.71181(N)    074 46 22.03064(W) AD(       ) 4
 JU2933  NAD 83(1986)-  39 07 43.71180(N)    074 46 22.03077(W) AD(       ) 4
 JU2933  NAD 27      -  39 07 43.29800(N)    074 46 23.44100(W) AD(       ) 3
 JU2933
 JU2933.Superseded values are not recommended for survey control.
 JU2933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2933.See file dsdata.txt to determine how the superseded data were derived.
 JU2933
 JU2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1963931096(NAD 83)
 JU2933_MARKER: 43 = RADIO/TV TOWER
 JU2933
 JU2933  HISTORY     - Date     Condition        Report By
 JU2933  HISTORY     - 1956     FIRST OBSERVED   CGS
 JU2933
 JU2933                          STATION DESCRIPTION
 JU2933
 JU2933'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (CAS)
 JU2933'THE TOWER IS LOCATED ABOUT 0.1 MILE WEST OF THE WEST SIDE OF THE
 JU2933'PARKWAY AND ABOUT 0.1 MILE NORTH OF THE AVALON HIGHWAY.  IT IS
 JU2933'A SQUARE PYRAMID, STRUCTURAL STEEL TOWER ABOUT 200 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3946 ***********************************************************************
 KV3946  DESIGNATION -  GARFIELD HAMMERSCHLAG MFG TANK
 KV3946  PID         -  KV3946
 KV3946  STATE/COUNTY-  NJ/BERGEN
 KV3946  USGS QUAD   -  WEEHAWKEN (1995)
 KV3946
 KV3946                         *CURRENT SURVEY CONTROL
 KV3946  ___________________________________________________________________
 KV3946* NAD 83(1996)-  40 51 46.58487(N)    074 06 18.03195(W)     ADJUSTED  
 KV3946* NAVD 88     -                                                        
 KV3946  ___________________________________________________________________
 KV3946  LAPLACE CORR-           6.65  (seconds)                    DEFLEC99
 KV3946  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KV3946
 KV3946  HORZ ORDER  -  THIRD
 KV3946
 KV3946.The horizontal coordinates were established by classical geodetic methods
 KV3946.and adjusted by the National Geodetic Survey in September 1999..
 KV3946
 KV3946
 KV3946.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3946
 KV3946.The geoid height was determined by GEOID03.
 KV3946
 KV3946;                    North         East     Units Scale Factor Converg.
 KV3946;SPC NJ       -   225,403.340   183,298.106   MT  0.99991364   +0 15 30.3
 KV3946;SPC NJ       -   739,510.79    601,370.54   sFT  0.99991364   +0 15 30.3
 KV3946;SPC NY L     -    77,324.082   291,146.830   MT  0.99999493   -0 04 07.3
 KV3946;SPC NY L     -   253,687.43    955,204.22   sFT  0.99999493   -0 04 07.3
 KV3946;UTM  18      - 4,523,927.746   575,426.278   MT  0.99967002   +0 35 08.1
 KV3946
 KV3946                          SUPERSEDED SURVEY CONTROL
 KV3946
 KV3946  NAD 83(1996)-  40 51 46.58472(N)    074 06 18.03229(W) AD(       ) 4
 KV3946  NAD 83(1996)-  40 51 46.58138(N)    074 06 18.03597(W) AD(       ) 4
 KV3946  NAD 83(1992)-  40 51 46.58126(N)    074 06 18.03629(W) AD(       ) 4
 KV3946  NAD 83(1986)-  40 51 46.58816(N)    074 06 18.04221(W) AD(       ) 4
 KV3946  NAD 27      -  40 51 46.23000(N)    074 06 19.52000(W) AD(       ) 3
 KV3946
 KV3946.Superseded values are not recommended for survey control.
 KV3946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3946.See file dsdata.txt to determine how the superseded data were derived.
 KV3946
 KV3946_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7542623928(NAD 83)
 KV3946_MARKER: 51 = TANK
 KV3946
 KV3946  HISTORY     - Date     Condition        Report By
 KV3946  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV3946
 KV3946                          STATION DESCRIPTION
 KV3946
 KV3946'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3913 ***********************************************************************
 KV3913  DESIGNATION -  GARFIELD HOLY TR SLOV EVAN CH
 KV3913  PID         -  KV3913
 KV3913  STATE/COUNTY-  NJ/BERGEN
 KV3913  USGS QUAD   -  HACKENSACK (1997)
 KV3913
 KV3913                         *CURRENT SURVEY CONTROL
 KV3913  ___________________________________________________________________
 KV3913* NAD 83(1996)-  40 52 34.72853(N)    074 06 38.64761(W)     ADJUSTED  
 KV3913* NAVD 88     -                                                        
 KV3913  ___________________________________________________________________
 KV3913  LAPLACE CORR-           6.53  (seconds)                    DEFLEC99
 KV3913  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KV3913
 KV3913  HORZ ORDER  -  THIRD
 KV3913
 KV3913.The horizontal coordinates were established by classical geodetic methods
 KV3913.and adjusted by the National Geodetic Survey in September 1999..
 KV3913
 KV3913
 KV3913.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3913
 KV3913.The geoid height was determined by GEOID03.
 KV3913
 KV3913;                    North         East     Units Scale Factor Converg.
 KV3913;SPC NJ       -   226,886.152   182,808.748   MT  0.99991324   +0 15 17.1
 KV3913;SPC NJ       -   744,375.65    599,765.03   sFT  0.99991324   +0 15 17.1
 KV3913;SPC NY L     -    78,809.784   290,665.907   MT  0.99999500   -0 04 20.7
 KV3913;SPC NY L     -   258,561.77    953,626.40   sFT  0.99999500   -0 04 20.7
 KV3913;UTM  18      - 4,525,407.378   574,928.582   MT  0.99966910   +0 34 55.2
 KV3913
 KV3913                          SUPERSEDED SURVEY CONTROL
 KV3913
 KV3913  NAD 83(1996)-  40 52 34.72838(N)    074 06 38.64790(W) AD(       ) 4
 KV3913  NAD 83(1996)-  40 52 34.72635(N)    074 06 38.65000(W) AD(       ) 4
 KV3913  NAD 83(1992)-  40 52 34.72599(N)    074 06 38.65035(W) AD(       ) 4
 KV3913  NAD 83(1986)-  40 52 34.73398(N)    074 06 38.66008(W) AD(       ) 4
 KV3913  NAD 27      -  40 52 34.36900(N)    074 06 40.13600(W) AD(       ) 3
 KV3913
 KV3913.Superseded values are not recommended for survey control.
 KV3913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3913.See file dsdata.txt to determine how the superseded data were derived.
 KV3913
 KV3913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7492925407(NAD 83)
 KV3913_MARKER: 91 = CHURCH CROSS
 KV3913
 KV3913  HISTORY     - Date     Condition        Report By
 KV3913  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV3913
 KV3913                          STATION DESCRIPTION
 KV3913
 KV3913'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3913'THE SPIRE, ON THE E SIDE OF THE PASSAIC RIVER, IN GARFIELD ON THE
 KV3913'E SIDE OF PALISADES AVENUE BETWEEN BOTANY STREET AND BELMONT
 KV3913'AVENUE, ATOP THE HOLY TRINITY SLOVAK EVANGELICAL LUTHERAN CHURCH
 KV3913'(A RED BRICK STRUCTURE WITH A GREEN SHINGLE ROOF).  THE
 KV3913'COPPER-SHEATHED SPIRE IS SURMOUNTED BY A WHITE CONCRETE CROSS.
 KV3913'
 KV3913'THE STATION IS THE BASE OF THE CROSS AT THE SPIRE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3963 ***********************************************************************
 KV3963  DESIGNATION -  GARFIELD NJ WORSTED SPIN TANK
 KV3963  PID         -  KV3963
 KV3963  STATE/COUNTY-  NJ/BERGEN
 KV3963  USGS QUAD   -  WEEHAWKEN (1995)
 KV3963
 KV3963                         *CURRENT SURVEY CONTROL
 KV3963  ___________________________________________________________________
 KV3963* NAD 83(1996)-  40 51 59.30220(N)    074 05 54.63841(W)     ADJUSTED  
 KV3963* NAVD 88     -                                                        
 KV3963  ___________________________________________________________________
 KV3963  LAPLACE CORR-           6.75  (seconds)                    DEFLEC99
 KV3963  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KV3963
 KV3963  HORZ ORDER  -  THIRD
 KV3963
 KV3963.The horizontal coordinates were established by classical geodetic methods
 KV3963.and adjusted by the National Geodetic Survey in September 1999..
 KV3963
 KV3963
 KV3963.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3963
 KV3963.The geoid height was determined by GEOID03.
 KV3963
 KV3963;                    North         East     Units Scale Factor Converg.
 KV3963;SPC NJ       -   225,798.092   183,844.113   MT  0.99991409   +0 15 45.7
 KV3963;SPC NJ       -   740,805.91    603,161.89   sFT  0.99991409   +0 15 45.7
 KV3963;SPC NY L     -    77,715.742   291,695.126   MT  0.99999494   -0 03 52.0
 KV3963;SPC NY L     -   254,972.40    957,003.09   sFT  0.99999494   -0 03 52.0
 KV3963;UTM  18      - 4,524,325.513   575,969.890   MT  0.99967103   +0 35 23.5
 KV3963
 KV3963                          SUPERSEDED SURVEY CONTROL
 KV3963
 KV3963  NAD 83(1996)-  40 51 59.30208(N)    074 05 54.63874(W) AD(       ) 4
 KV3963  NAD 83(1996)-  40 51 59.29886(N)    074 05 54.64197(W) AD(       ) 4
 KV3963  NAD 83(1992)-  40 51 59.29869(N)    074 05 54.64234(W) AD(       ) 4
 KV3963  NAD 83(1986)-  40 51 59.30669(N)    074 05 54.64773(W) AD(       ) 4
 KV3963  NAD 27      -  40 51 58.94500(N)    074 05 56.13800(W) AD(       ) 3
 KV3963
 KV3963.Superseded values are not recommended for survey control.
 KV3963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3963.See file dsdata.txt to determine how the superseded data were derived.
 KV3963
 KV3963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7597024326(NAD 83)
 KV3963_MARKER: 51 = TANK
 KV3963
 KV3963  HISTORY     - Date     Condition        Report By
 KV3963  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV3963
 KV3963                          STATION DESCRIPTION
 KV3963
 KV3963'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3912 ***********************************************************************
 KV3912  DESIGNATION -  GARFIELD SCHOOLHOUSE CUPOLA
 KV3912  PID         -  KV3912
 KV3912  STATE/COUNTY-  NJ/BERGEN
 KV3912  USGS QUAD   -  HACKENSACK (1997)
 KV3912
 KV3912                         *CURRENT SURVEY CONTROL
 KV3912  ___________________________________________________________________
 KV3912* NAD 83(1996)-  40 52 35.63904(N)    074 06 40.27839(W)     ADJUSTED  
 KV3912* NAVD 88     -                                                        
 KV3912  ___________________________________________________________________
 KV3912  LAPLACE CORR-           6.52  (seconds)                    DEFLEC99
 KV3912  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KV3912
 KV3912  HORZ ORDER  -  THIRD
 KV3912
 KV3912.The horizontal coordinates were established by classical geodetic methods
 KV3912.and adjusted by the National Geodetic Survey in September 1999..
 KV3912
 KV3912
 KV3912.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3912
 KV3912.The geoid height was determined by GEOID03.
 KV3912
 KV3912;                    North         East     Units Scale Factor Converg.
 KV3912;SPC NJ       -   226,914.066   182,770.443   MT  0.99991321   +0 15 16.0
 KV3912;SPC NJ       -   744,467.23    599,639.36   sFT  0.99991321   +0 15 16.0
 KV3912;SPC NY L     -    78,837.920   290,627.759   MT  0.99999501   -0 04 21.8
 KV3912;SPC NY L     -   258,654.08    953,501.24   sFT  0.99999501   -0 04 21.8
 KV3912;UTM  18      - 4,525,435.067   574,890.127   MT  0.99966903   +0 34 54.1
 KV3912
 KV3912                          SUPERSEDED SURVEY CONTROL
 KV3912
 KV3912  NAD 83(1996)-  40 52 35.63891(N)    074 06 40.27878(W) AD(       ) 4
 KV3912  NAD 83(1996)-  40 52 35.63878(N)    074 06 40.28333(W) AD(       ) 4
 KV3912  NAD 83(1992)-  40 52 35.63854(N)    074 06 40.28349(W) AD(       ) 4
 KV3912  NAD 83(1986)-  40 52 35.64475(N)    074 06 40.29156(W) AD(       ) 4
 KV3912  NAD 27      -  40 52 35.28000(N)    074 06 41.77000(W) AD(       ) 3
 KV3912
 KV3912.Superseded values are not recommended for survey control.
 KV3912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3912.See file dsdata.txt to determine how the superseded data were derived.
 KV3912
 KV3912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7489025435(NAD 83)
 KV3912_MARKER: 86 = CUPOLA
 KV3912
 KV3912  HISTORY     - Date     Condition        Report By
 KV3912  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV3912
 KV3912                          STATION DESCRIPTION
 KV3912
 KV3912'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2769 ***********************************************************************
 JU2769  DESIGNATION -  GAS
 JU2769  PID         -  JU2769
 JU2769  STATE/COUNTY-  NJ/ATLANTIC
 JU2769  USGS QUAD   -  ATLANTIC CITY (1994)
 JU2769
 JU2769                         *CURRENT SURVEY CONTROL
 JU2769  ___________________________________________________________________
 JU2769* NAD 83(1996)-  39 22 16.20012(N)    074 28 36.33205(W)     ADJUSTED  
 JU2769* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2769  ___________________________________________________________________
 JU2769  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 JU2769  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 JU2769
 JU2769  HORZ ORDER  -  THIRD
 JU2769
 JU2769.The horizontal coordinates were established by classical geodetic methods
 JU2769.and adjusted by the National Geodetic Survey in September 1999..
 JU2769
 JU2769.The orthometric height was scaled from a topographic map.
 JU2769
 JU2769.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2769
 JU2769.The geoid height was determined by GEOID03.
 JU2769
 JU2769;                    North         East     Units Scale Factor Converg.
 JU2769;SPC NJ       -    59,703.167   152,002.531   MT  0.99990005   +0 00 53.1
 JU2769;SPC NJ       -   195,876.14    498,694.97   sFT  0.99990005   +0 00 53.1
 JU2769;UTM  18      - 4,358,097.215   545,070.818   MT  0.99962501   +0 19 54.9
 JU2769
 JU2769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2769!SPC NJ       -   1.00000529  x   0.99990005  =   0.99990533
 JU2769!UTM  18      -   1.00000529  x   0.99962501  =   0.99963029
 JU2769
 JU2769:                Primary Azimuth Mark                     Grid Az
 JU2769:SPC NJ       -  BEACHES                                  048 33 07.4
 JU2769:UTM  18      -  BEACHES                                  048 14 05.6
 JU2769
 JU2769|---------------------------------------------------------------------|
 JU2769| PID    Reference Object                     Distance      Geod. Az  |
 JU2769|                                                           dddmmss.s |
 JU2769| JU2788 BEACHES                             APPROX. 3.5 KM 0483400.5 |
 JU2769| CB1991 GAS RM 1                             27.551 METERS 21438     |
 JU2769| CB1992 GAS RM 2                             55.318 METERS 29118     |
 JU2769|---------------------------------------------------------------------|
 JU2769
 JU2769                          SUPERSEDED SURVEY CONTROL
 JU2769
 JU2769  NAD 83(1986)-  39 22 16.18932(N)    074 28 36.32389(W) AD(       ) 3
 JU2769  NAD 27      -  39 22 15.76700(N)    074 28 37.78700(W) AD(       ) 3
 JU2769
 JU2769.Superseded values are not recommended for survey control.
 JU2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2769.See file dsdata.txt to determine how the superseded data were derived.
 JU2769
 JU2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4507158097(NAD 83)
 JU2769_MARKER: DS = TRIANGULATION STATION DISK
 JU2769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2769
 JU2769  HISTORY     - Date     Condition        Report By
 JU2769  HISTORY     - 1935     MONUMENTED       CGS
 JU2769  HISTORY     - 1950     SEE DESCRIPTION  CGS
 JU2769
 JU2769                          STATION DESCRIPTION
 JU2769
 JU2769'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2769'STATION IS LOCATED 216.2 FEET FROM THE CENTER LINE OF AND TO THE
 JU2769'NE OF PLEASANTVILLE BOULEVARD.  IT IS 1.0 MILE FROM ATLANTIC CITY
 JU2769'AND DIRECTLY BEHIND A STANDARD OIL FILLING STATION.  STATION IS ON
 JU2769'FILLED GROUND.
 JU2769'
 JU2769'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2769'CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2769'
 JU2769'REFERENCE MARK NO.1 IS TWO FEET FROM FENCE BEHIND FILLING
 JU2769'STATION AND REFERENCE MARK NO. 2 IS OUT IN MARSH TO NW.  ALL
 JU2769'DISKS STAMPED GAS 1935 AND REFERENCE MARKS STAMPED NO.1 AND
 JU2769'NO. 2 RESPECTIVELY.  A 30-FOOT TOWER WAS NECESSARY TO SEE OVER
 JU2769'SIGNBOARDS, ETC.
 JU2769'
 JU2769'HEIGHT OF LIGHT ABOVE STATION MARK 10 METERS.
 JU2769
 JU2769                          STATION RECOVERY (1950)
 JU2769
 JU2769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2769'THE STATION HAS BEEN DESTROYED.  THE MONUMENT WITH DISK SET IN
 JU2769'THE TOP WAS FOUND LYING HORIZONTAL, APPARENTLY HAVING BEEN STRUCK
 JU2769'BY HEAVY MACHINERY.  R.M.S 1 AND 2 WERE RECOVERED IN GOOD
 JU2769'CONDITION AND THEIR DESCRIPTION FOLLOWS--
 JU2769'
 JU2769'R.M. 1 IS LOCATED 15.7 FEET N OF THE NE CORNER OF A STANDARD
 JU2769'OIL FILLING STATION, 14.2 FEET SW OF A FENCE BEHIND THE FILLING
 JU2769'STATION, AND 28.8 FEET SE OF ACE POLE 9859.  A STANDARD DISK
 JU2769'STAMPED GAS, 1935 1 SET IN TOP OF A 10-INCH SQUARE CONCRETE
 JU2769'MONUMENT PROJECTING 2 INCHES ABOVE THE SURFACE.
 JU2769'
 JU2769'R.M. 2 IS LOCATED 123.8 FEET NE OF THE E EDGE OF PAVEMENT ON
 JU2769'U.S. HIGHWAY 40, 132.8 FEET SE FROM THE NE END OF BILLBOARD ON
 JU2769'E SIDE OF HIGHWAY, AND 18.5 FEET NW FROM A DRAINAGE DITCH
 JU2769'PARALLELING E SIDE OF HIGHWAY.  A STANDARD DISK STAMPED GAS 1935
 JU2769'2 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING 10
 JU2769'INCHES ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2647 ***********************************************************************
 JU2647  DESIGNATION -  GAT
 JU2647  PID         -  JU2647
 JU2647  STATE/COUNTY-  NJ/OCEAN
 JU2647  USGS QUAD   -  FORKED RIVER (1989)
 JU2647
 JU2647                         *CURRENT SURVEY CONTROL
 JU2647  ___________________________________________________________________
 JU2647* NAD 83(1996)-  39 46 18.63265(N)    074 11 11.71501(W)     ADJUSTED  
 JU2647* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2647  ___________________________________________________________________
 JU2647  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 JU2647  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JU2647
 JU2647  HORZ ORDER  -  THIRD
 JU2647
 JU2647.The horizontal coordinates were established by classical geodetic methods
 JU2647.and adjusted by the National Geodetic Survey in September 1999..
 JU2647
 JU2647.The orthometric height was scaled from a topographic map.
 JU2647
 JU2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2647
 JU2647.The geoid height was determined by GEOID03.
 JU2647
 JU2647;                    North         East     Units Scale Factor Converg.
 JU2647;SPC NJ       -   104,231.025   176,849.703   MT  0.99990887   +0 12 01.8
 JU2647;SPC NJ       -   341,964.62    580,214.40   sFT  0.99990887   +0 12 01.8
 JU2647;UTM  18      - 4,402,750.814   569,663.610   MT  0.99965975   +0 31 13.4
 JU2647
 JU2647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2647!SPC NJ       -   1.00000511  x   0.99990887  =   0.99991398
 JU2647!UTM  18      -   1.00000511  x   0.99965975  =   0.99966486
 JU2647
 JU2647|---------------------------------------------------------------------|
 JU2647| PID    Reference Object                     Distance      Geod. Az  |
 JU2647|                                                           dddmmss.s |
 JU2647| CB1994 GAT RM 2                             24.690 METERS 03517     |
 JU2647| JU2644 GULF                                APPROX. 2.3 KM 1880424.2 |
 JU2647| CB1993 GAT RM 1                             13.130 METERS 30639     |
 JU2647|---------------------------------------------------------------------|
 JU2647
 JU2647                          SUPERSEDED SURVEY CONTROL
 JU2647
 JU2647  NAD 83(1986)-  39 46 18.62470(N)    074 11 11.71056(W) AD(       ) 3
 JU2647  NAD 27      -  39 46 18.19500(N)    074 11 13.20800(W) AD(       ) 3
 JU2647
 JU2647.Superseded values are not recommended for survey control.
 JU2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2647.See file dsdata.txt to determine how the superseded data were derived.
 JU2647
 JU2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6966402751(NAD 83)
 JU2647_MARKER: DS = TRIANGULATION STATION DISK
 JU2647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2647
 JU2647  HISTORY     - Date     Condition        Report By
 JU2647  HISTORY     - 1935     MONUMENTED       CGS
 JU2647  HISTORY     - 1951     SEE DESCRIPTION  CGS
 JU2647  HISTORY     - 1962     SEE DESCRIPTION  CGS
 JU2647
 JU2647                          STATION DESCRIPTION
 JU2647
 JU2647'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2647'STATION IS LOCATED ON THE W SIDE OF BARNEGAT BAY OPPOSITE BARNEGAT
 JU2647'INLET AND ABOUT 1-1/2 MILES N OF THE MOUTH OF DOUBLE CREEK.  THE
 JU2647'STATION IS ON THE S SIDE OF A ROUNDED POINT OF LAND, ON A SANDY
 JU2647'RIDGE RUNNING PARALLEL TO THE SHORE LINE, APPROXIMATELY 6 METERS
 JU2647'W OF THE GRASS LINE.
 JU2647'
 JU2647'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2647'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 JU2647'
 JU2647'THE STATION IS MARKED BY A STANDARD DISK STAMPED, GAT 1935
 JU2647'IN A CEMENT MONUMENT 12- BY 12-INCH BY 3-FOOT.
 JU2647'
 JU2647'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED, GAT 1935 NO.1
 JU2647'IN A CEMENT MONUMENT 10- BY 10-INCH BY 7-FOOT WHICH IS LOCATED
 JU2647'W OF THE STATION AT THE JUNCTION OF THE SAND RIDGE AND THE MARSH
 JU2647'LAND IN BACK.  REFERENCE MARK NO.2 IS A SIMILAR MARK TO THE N
 JU2647'OF THE STATION AND 5 METERS W OF THE GRASS LINE.
 JU2647'
 JU2647'ANGLE AT R.M. NO.1 FROM R.M. NO.2 TO GAT IS 63 DEG 05 MIN 37.5 SEC
 JU2647'
 JU2647'ANGLE AT R.M. NO.2 FROM GAT TO R.M. NO.1 IS 28 DEG 16 MIN 47.5 SEC
 JU2647'
 JU2647'DISTANCE FROM R.M. NO.1 TO R.M. NO.2 IS 27.67 METERS.
 JU2647'
 JU2647'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
 JU2647
 JU2647                          STATION RECOVERY (1951)
 JU2647
 JU2647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2647'STATION MARK AND R.M. 2 WERE FOUND DESTROYED.  R.M. 1 WAS
 JU2647'RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION IS
 JU2647'ADEQUATE AND CORRECT WITH THE FOLLOWING EXCEPTION--
 JU2647'
 JU2647'R.M. 1 IS NOW IN THE CENTER OF THE SAND RIDGE AND IS 12.0 METERS
 JU2647'W OF THE SHORE.
 JU2647
 JU2647                          STATION RECOVERY (1962)
 JU2647
 JU2647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2647'(DESTROYED) REFERENCE MARK 1 WAS FOUND BROKEN OFF AND THE DISK
 JU2647'REMOVED AT THIS TIME.  THE STATION MARK AND RM 2 WERE REPORTED
 JU2647'DESTROYED IN 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2048 ***********************************************************************
 KU2048  DESIGNATION -  GATE
 KU2048  PID         -  KU2048
 KU2048  STATE/COUNTY-  NJ/MONMOUTH
 KU2048  USGS QUAD   -  SANDY HOOK (1981)
 KU2048
 KU2048                         *CURRENT SURVEY CONTROL
 KU2048  ___________________________________________________________________
 KU2048* NAD 83(1996)-  40 23 59.63356(N)    073 58 36.82711(W)     ADJUSTED  
 KU2048* NAVD 88     -         3.068  (meters)      10.07   (feet)  ADJUSTED  
 KU2048  ___________________________________________________________________
 KU2048  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 KU2048  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KU2048  DYNAMIC HT  -           3.066 (meters)      10.06  (feet)  COMP
 KU2048  MODELED GRAV-     980,186.5   (mgal)                       NAVD 88
 KU2048
 KU2048  HORZ ORDER  -  SECOND
 KU2048  VERT ORDER  -  SECOND    CLASS 0
 KU2048
 KU2048.The horizontal coordinates were established by classical geodetic methods
 KU2048.and adjusted by the National Geodetic Survey in September 1999..
 KU2048
 KU2048.The orthometric height was determined by differential leveling
 KU2048.and adjusted by the National Geodetic Survey in June 1991..
 KU2048
 KU2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2048
 KU2048.The geoid height was determined by GEOID03.
 KU2048
 KU2048.The dynamic height is computed by dividing the NAVD 88
 KU2048.geopotential number by the normal gravity value computed on the
 KU2048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU2048.degrees latitude (g = 980.6199 gals.).
 KU2048
 KU2048.The modeled gravity was interpolated from observed gravity values.
 KU2048
 KU2048;                    North         East     Units Scale Factor Converg.
 KU2048;SPC NJ       -   174,045.433   194,403.821   MT  0.99992426   +0 20 20.5
 KU2048;SPC NJ       -   571,014.06    637,806.54   sFT  0.99992426   +0 20 20.5
 KU2048;UTM  18      - 4,472,645.971   586,820.983   MT  0.99969279   +0 39 47.3
 KU2048
 KU2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2048!SPC NJ       -   1.00000462  x   0.99992426  =   0.99992888
 KU2048!UTM  18      -   1.00000462  x   0.99969279  =   0.99969741
 KU2048
 KU2048:                Primary Azimuth Mark                     Grid Az
 KU2048:SPC NJ       -  NEW BRIDGE                               186 10 30.0
 KU2048:UTM  18      -  NEW BRIDGE                               185 51 03.2
 KU2048
 KU2048|---------------------------------------------------------------------|
 KU2048| PID    Reference Object                     Distance      Geod. Az  |
 KU2048|                                                           dddmmss.s |
 KU2048| KU0842 NEW BRIDGE                          417.684 METERS 1863050.5 |
 KU2048| KV4950 MT MITCHELL 4                       APPROX. 2.8 KM 2901606.4 |
 KU2048|---------------------------------------------------------------------|
 KU2048
 KU2048                          SUPERSEDED SURVEY CONTROL
 KU2048
 KU2048  NAD 83(1986)-  40 23 59.63389(N)    073 58 36.82675(W) AD(       ) 2
 KU2048  NAD 27      -  40 23 59.24300(N)    073 58 38.33800(W) AD(       ) 2
 KU2048
 KU2048.Superseded values are not recommended for survey control.
 KU2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2048.See file dsdata.txt to determine how the superseded data were derived.
 KU2048
 KU2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8682172646(NAD 83)
 KU2048_MARKER: DD = SURVEY DISK
 KU2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2048_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KU2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU2048+STABILITY: SURFACE MOTION
 KU2048
 KU2048  HISTORY     - Date     Condition        Report By
 KU2048  HISTORY     - 1940     MONUMENTED       LOCENG
 KU2048  HISTORY     - 1962     MARK NOT FOUND   CGS
 KU2048  HISTORY     - 19920802 MARK NOT FOUND   USPSQD
 KU2048  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 KU2048
 KU2048                          STATION DESCRIPTION
 KU2048
 KU2048'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (CIA)
 KU2048'STATION IS MARKED WITH A U.S.C.A. BRASS STATION-MARK DISK, SET
 KU2048'IN A CONCRETE POST ABOUT 10 IN. SQUARE AT THE TOP.  IT IS
 KU2048'STAMPED GATE 1940.  THERE ARE NO REFERENCE MARKS AT THIS STATION.
 KU2048'
 KU2048'STATION IS LOCATED ON THE FORT HANCOCK MILITARY RESERVATION,
 KU2048'ABOUT 100 YD. N OF THE ENTRANCE GATE TO THE RESERVATION AT
 KU2048'HIGHLANDS BEACH.  IT IS 30 FT. E OF THE CENTERLINE OF THE ROAD
 KU2048'INTO FORT HANCOCK, 29.0 FT. N OF A CONCRETE SWITCHBOX, AND 47.85
 KU2048'FT. W OF THE POINT AT THE FROG OF THE RAILROAD SWITCH JUST N OF
 KU2048'THE GATE.
 KU2048'
 KU2048'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KU2048
 KU2048                          STATION RECOVERY (1962)
 KU2048
 KU2048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2048'NOT RECOVERED.  THE TRACKS HAVE BEEN REMOVED AS WELL AS THE
 KU2048'SWITCH BOX, THE STATION COULD NOT BE FOUND.
 KU2048
 KU2048                          STATION RECOVERY (1992)
 KU2048
 KU2048'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2048'MARK NOT FOUND.
 KU2048
 KU2048                          STATION RECOVERY (1995)
 KU2048
 KU2048'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU2048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG9895 ***********************************************************************
 DG9895  DESIGNATION -  GATEWAY
 DG9895  PID         -  DG9895
 DG9895  STATE/COUNTY-  NJ/MONMOUTH
 DG9895  USGS QUAD   -  SANDY HOOK (1981)
 DG9895
 DG9895                         *CURRENT SURVEY CONTROL
 DG9895  ___________________________________________________________________
 DG9895* NAD 83(1996)-  40 24 55.78255(N)    073 58 51.10131(W)     ADJUSTED  
 DG9895* NAVD 88     -         2.563  (meters)       8.41   (feet)  ADJUSTED  
 DG9895  ___________________________________________________________________
 DG9895  X           -   1,341,958.597 (meters)                     COMP
 DG9895  Y           -  -4,674,072.704 (meters)                     COMP
 DG9895  Z           -   4,113,200.545 (meters)                     COMP
 DG9895  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 DG9895  ELLIP HEIGHT-         -29.96  (meters)          (06/06/05) GPS OBS
 DG9895  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DG9895  DYNAMIC HT  -           2.562 (meters)       8.41  (feet)  COMP
 DG9895  MODELED GRAV-     980,190.3   (mgal)                       NAVD 88
 DG9895
 DG9895  HORZ ORDER  -  B
 DG9895  VERT ORDER  -  FIRST     CLASS II
 DG9895  ELLP ORDER  -  THIRD     CLASS I
 DG9895
 DG9895.The horizontal coordinates were established by GPS observations
 DG9895.and adjusted by the NEW JERSEY GEODETIC SURVEY in June 2005..
 DG9895
 DG9895.The orthometric height was determined by differential leveling
 DG9895.and adjusted by the National Geodetic Survey in May 2006..
 DG9895
 DG9895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9895
 DG9895.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9895
 DG9895.The ellipsoidal height was determined by GPS observations
 DG9895.and is referenced to NAD 83.
 DG9895
 DG9895.The geoid height was determined by GEOID03.
 DG9895
 DG9895.The dynamic height is computed by dividing the NAVD 88
 DG9895.geopotential number by the normal gravity value computed on the
 DG9895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9895.degrees latitude (g = 980.6199 gals.).
 DG9895
 DG9895.The modeled gravity was interpolated from observed gravity values.
 DG9895
 DG9895;                    North         East     Units Scale Factor Converg.
 DG9895;SPC NJ       -   175,775.210   194,057.073   MT  0.99992389   +0 20 11.7
 DG9895;SPC NJ       -   576,689.17    636,668.91   sFT  0.99992389   +0 20 11.7
 DG9895;UTM  18      - 4,474,373.358   586,464.537   MT  0.99969203   +0 39 38.8
 DG9895
 DG9895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9895!SPC NJ       -   1.00000470  x   0.99992389  =   0.99992859
 DG9895!UTM  18      -   1.00000470  x   0.99969203  =   0.99969673
 DG9895
 DG9895                          SUPERSEDED SURVEY CONTROL
 DG9895
 DG9895  NAVD 88 (06/06/05)    2.56   (m)            8.4    (f) LEVELING    3  
 DG9895
 DG9895.Superseded values are not recommended for survey control.
 DG9895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9895.See file dsdata.txt to determine how the superseded data were derived.
 DG9895
 DG9895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8646574373(NAD 83)
 DG9895_MARKER: I = METAL ROD
 DG9895_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG9895_STAMPING: GATEWAY 2003
 DG9895_MARK LOGO: NGS   
 DG9895_PROJECTION: RECESSED 10 CENTIMETERS
 DG9895_MAGNETIC: P = MARKER IS A STEEL PIPE
 DG9895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9895+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004
 DG9895_ROD/PIPE-DEPTH: 21.3 meters
 DG9895_SLEEVE-DEPTH  : 0.92 meters
 DG9895
 DG9895  HISTORY     - Date     Condition        Report By
 DG9895  HISTORY     - 20030523 MONUMENTED       NJGS
 DG9895  HISTORY     - 20040602 GOOD             NJGS
 DG9895
 DG9895                          STATION DESCRIPTION
 DG9895
 DG9895'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DG9895'THE STATION IS LOCATED IN THE GATEWAY NATIONAL RECREATION AREA, SANDY
 DG9895'HOOK. THE  STATION IS SET A DRILL HOLE IN THE TOP OF THE SEAWALL AT
 DG9895'THE CHOKECHERRY BEACH BATHING  AREA.
 DG9895' 
 DG9895'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 36 (OCEAN
 DG9895'AVENUE) AND COUNTY  ROUTE 520 (RUMSON ROAD) AT THE BRIDGE OVER THE
 DG9895'SHREWSBURY RIVER IN SEA BRIGHT, GO  ABOUT 2.0 MILES NORTH ON ROUTE 36
 DG9895'TO THE JUNCTION WITH SANDY HOOK ROAD (THE ENTRANCE  ROAD FOR THE
 DG9895'PARK), CONTINUE NORTH ON SANDY HOOK ROAD, INTO THE PARK FOR ABOUT 1.4
 DG9895'MILES TO THE ENTRANCE DRIVEWAY TO THE CHOKECHERRY BEACH PAVILLION,
 DG9895'TURN RIGHT INTO  THE DRIVE AND GO 25 METERS EAST IN THE PARK LOT TO
 DG9895'THE TWO PARKING LOT ISLANDS AND THE  STATION ON THE RIGHT, SET IN THE
 DG9895'SOUTHERLY OF TWO TRAFFIC ISLANDS.
 DG9895' 
 DG9895'THE STATION IS 2.4 M EAST OF A WOODEN POST WITH A (NO PARKING ANY
 DG9895'TIME) SIGN AND A NJGS  WITNESS SIGN ATTACHED, 5.6 M SOUTH OF THE
 DG9895'CENTERLINE OF THE ENTRANCE ROAD INTO THE  PARKING LOT, 28.5 M SOUTH
 DG9895'SOUTHEAST OF A STOP SIGN, 35.6 M EAST OF THE CENTERLINE OF THE
 DG9895'NORTHBOUND LANE OF SANDY HOOK ROAD, 1.3 M NORTH OF THE SOUTH CURB OF
 DG9895'THE ISLAND, 3.5 M  WEST OF THE EAST NOSE OF THE ISLAND.  THE STATION
 DG9895'IS SOUTHWEST OF THE PAVILLION.
 DG9895
 DG9895                          STATION RECOVERY (2004)
 DG9895
 DG9895'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2004 (RJK)
 DG9895'THE STATION IS LOCATED ON THE SANDY HOOK PENINSULA, WITHIN THE
 DG9895'BOUNDARY OF THE  NATIONAL PARK SERVICE, GATEWAY NATIONAL RECREATION
 DG9895'AREA..
 DG9895' 
 DG9895'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 36 (OCEAN
 DG9895'AVENUE) AND COUNTY  ROUTE 520 (RUMSON ROAD) AT THE BRIDGE OVER THE
 DG9895'SHREWSBURY RIVER IN SEA BRIGHT, GO  ABOUT 2.0 MILES NORTH ON STATE
 DG9895'ROUTE 36 TO THE JUNCTION WITH SANDY HOOK ROAD (THE  ENTRANCE ROAD
 DG9895'LEADING INTO THE PARK), CONTINUE NORTH ON SANDY HOOK ROAD, INTO THE
 DG9895'PARK FOR ABOUT 1.4 MILES TO THE ENTRANCE DRIVEWAY TO THE CHOKECHERRY
 DG9895'BEACH PAVILLION,  TURN RIGHT INTO THE PARKING LOT AND GO 25 METERS
 DG9895'EAST TO  TWO  PARKING LOT ISLANDS AND  THE STATION ON THE RIGHT, SET
 DG9895'IN THE SOUTHERLY OF TWO TRAFFIC ISLANDS.
 DG9895' 
 DG9895'THE STATION IS 2.4 M EAST OF A WOODEN POST WITH A (NO PARKING ANY
 DG9895'TIME) SIGN AND A NJGS  WITNESS SIGN ATTACHED, 5.6 M SOUTH OF THE
 DG9895'CENTERLINE OF THE ENTRANCE ROAD INTO THE  PARKING LOT, 28.5 M SOUTH
 DG9895'SOUTHEAST OF A STOP SIGN, 35.6 M EAST OF THE CENTERLINE OF THE
 DG9895'NORTHBOUND LANE OF SANDY HOOK ROAD, 1.3 M NORTH OF THE SOUTH CURB OF
 DG9895'THE ISLAND, 3.5 M  WEST OF THE EAST NOSE OF THE ISLAND.  THE STATION
 DG9895'IS SOUTHWEST OF THE PAVILLION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6971 ***********************************************************************
 AM6971  DESIGNATION -  GEH 1
 AM6971  PID         -  AM6971
 AM6971  STATE/COUNTY-  NJ/CAPE MAY
 AM6971  USGS QUAD   -  MARMORA (1994)
 AM6971
 AM6971                         *CURRENT SURVEY CONTROL
 AM6971  ___________________________________________________________________
 AM6971* NAD 83(1986)-  39 17 17.     (N)    074 37 42.     (W)     SCALED    
 AM6971* NAVD 88     -         2.299  (meters)       7.54   (feet)  ADJUSTED  
 AM6971  ___________________________________________________________________
 AM6971  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 AM6971  DYNAMIC HT  -           2.298 (meters)       7.54  (feet)  COMP
 AM6971  MODELED GRAV-     980,100.4   (mgal)                       NAVD 88
 AM6971
 AM6971  VERT ORDER  -  FIRST     CLASS II
 AM6971
 AM6971.The horizontal coordinates were scaled from a topographic map and have
 AM6971.an estimated accuracy of +/- 6 seconds.
 AM6971
 AM6971.The orthometric height was determined by differential leveling
 AM6971.and adjusted by the National Geodetic Survey in March 2005..
 AM6971.No vertical observational check was made to the station.
 AM6971
 AM6971.The geoid height was determined by GEOID03.
 AM6971
 AM6971.The dynamic height is computed by dividing the NAVD 88
 AM6971.geopotential number by the normal gravity value computed on the
 AM6971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6971.degrees latitude (g = 980.6199 gals.).
 AM6971
 AM6971.The modeled gravity was interpolated from observed gravity values.
 AM6971
 AM6971;                    North         East    Units  Estimated Accuracy
 AM6971;SPC NJ       -    50,490.      138,930.      MT  (+/- 180 meters Scaled)
 AM6971
 AM6971                          SUPERSEDED SURVEY CONTROL
 AM6971
 AM6971.No superseded survey control is available for this station.
 AM6971
 AM6971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ320488(NAD 83)
 AM6971_MARKER: DD = SURVEY DISK
 AM6971_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AM6971_SP_SET: CURB
 AM6971_STAMPING: GEH 1 1971
 AM6971_MARK LOGO: CGS   
 AM6971_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM6971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AM6971+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2006
 AM6971
 AM6971  HISTORY     - Date     Condition        Report By
 AM6971  HISTORY     - 1971     MONUMENTED       CGS
 AM6971  HISTORY     - 20000826 GOOD             NJGS
 AM6971  HISTORY     - 20060127 GOOD             GEOCAC
 AM6971
 AM6971                          STATION DESCRIPTION
 AM6971
 AM6971'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AM6971'THE STATION IS LOCATED IN UPPER TOWNSHIP, SET IN THE SOUTHEAST
 AM6971'CONCRETE CURB OF U.S.  HIGHWAY 9 NEAR THE SOUTH END OF THE BRIDGE OVER
 AM6971'GREAT EGG HARBOR BAY.  THE STATION IS 7.5 M (24.6 FT) EAST SOUTHEAST
 AM6971'FROM THE CENTERLINE OF U.S.  HIGHWAY 9, 61.1 M (200.5 FT) SOUTH
 AM6971'SOUTHWEST FROM THE SOUTH END OF THE BRIDGE, 21.6 M (70.9 FT) EAST FROM
 AM6971'WOOD UTILITY POLE NO.  W 20706 301 75 AND 30.0 M (98.4 FT) SOUTH
 AM6971'SOUTHWEST FROM WOOD UTILITY POLE NO.  77 09163.
 AM6971
 AM6971                          STATION RECOVERY (2006)
 AM6971
 AM6971'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AM6971'THIS STATION IS NOT ACCESSIBLE VIA US HIGHWAY 9 FROM THE NORTH AS THE
 AM6971'US 9 BRIDGE OVER GREAT EGG HARBOR BAY IS CLOSED. HANDHELD COORDINATES
 AM6971'ARE N39-17-15.78 W074-37-42.60.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2895 ***********************************************************************
 JU2895  DESIGNATION -  GERMAN
 JU2895  PID         -  JU2895
 JU2895  STATE/COUNTY-  NJ/ATLANTIC
 JU2895  USGS QUAD   -  MAYS LANDING (1989)
 JU2895
 JU2895                         *CURRENT SURVEY CONTROL
 JU2895  ___________________________________________________________________
 JU2895* NAD 83(1996)-  39 24 44.58705(N)    074 42 59.80275(W)     ADJUSTED  
 JU2895* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 JU2895  ___________________________________________________________________
 JU2895  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 JU2895  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JU2895
 JU2895  HORZ ORDER  -  SECOND
 JU2895
 JU2895.The horizontal coordinates were established by classical geodetic methods
 JU2895.and adjusted by the National Geodetic Survey in September 1999..
 JU2895
 JU2895.The orthometric height was scaled from a topographic map.
 JU2895
 JU2895.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2895
 JU2895.The geoid height was determined by GEOID03.
 JU2895
 JU2895;                    North         East     Units Scale Factor Converg.
 JU2895;SPC NJ       -    64,301.049   131,346.959   MT  0.99990428   -0 08 15.1
 JU2895;SPC NJ       -   210,961.02    430,927.48   sFT  0.99990428   -0 08 15.1
 JU2895;UTM  18      - 4,362,579.351   524,396.013   MT  0.99960733   +0 10 47.7
 JU2895
 JU2895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2895!SPC NJ       -   1.00000476  x   0.99990428  =   0.99990904
 JU2895!UTM  18      -   1.00000476  x   0.99960733  =   0.99961209
 JU2895
 JU2895:                Primary Azimuth Mark                     Grid Az
 JU2895:SPC NJ       -  WEST TOWER                               005 52 26.1
 JU2895:UTM  18      -  WEST TOWER                               005 33 23.3
 JU2895
 JU2895|---------------------------------------------------------------------|
 JU2895| PID    Reference Object                     Distance      Geod. Az  |
 JU2895|                                                           dddmmss.s |
 JU2895| JU2892 WEST TOWER                          APPROX. 1.5 KM 0054411.0 |
 JU2895| JU2891 EAST TOWER                          APPROX. 1.5 KM 0175915.8 |
 JU2895| CB1995 GERMAN RM 1                          28.906 METERS 06615     |
 JU2895| JU2889 WATER                               APPROX. 2.9 KM 3345312.5 |
 JU2895| CB1996 GERMAN RM 2                          24.301 METERS 34611     |
 JU2895| JU0510 MAY                                 APPROX. 4.2 KM 3511045.0 |
 JU2895|---------------------------------------------------------------------|
 JU2895
 JU2895                          SUPERSEDED SURVEY CONTROL
 JU2895
 JU2895  NAD 83(1986)-  39 24 44.57682(N)    074 42 59.80303(W) AD(       ) 2
 JU2895  NAD 27      -  39 24 44.16000(N)    074 43 01.21800(W) AD(       ) 2
 JU2895
 JU2895.Superseded values are not recommended for survey control.
 JU2895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2895.See file dsdata.txt to determine how the superseded data were derived.
 JU2895
 JU2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2439662579(NAD 83)
 JU2895_MARKER: DS = TRIANGULATION STATION DISK
 JU2895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2895
 JU2895  HISTORY     - Date     Condition        Report By
 JU2895  HISTORY     - 1935     MONUMENTED       CGS
 JU2895  HISTORY     - 1937     GOOD             CGS
 JU2895  HISTORY     - 1949     GOOD             CGS
 JU2895
 JU2895                          STATION DESCRIPTION
 JU2895
 JU2895'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU2895'THE STATION IS APPROXIMATELY 5 MILES S OF MAYS LANDING ON THE
 JU2895'E BANK OF THE GREAT EGG RIVER.  THE STATION IS 6 PACES N OF
 JU2895'12-INCH OAK, 9 PACES S OF TWO 10-INCH OAKS, 13 PACES S OF TWO
 JU2895'14-INCH OAKS.  APPROXIMATELY 40 YARDS S OF HOUSE.  IN PATH
 JU2895'RUNNING FROM HOUSE ALONG RIVER BANK.  MARK PROJECTS 2 INCHES.
 JU2895'
 JU2895'TO REACH STATION FROM INTERSECTION OF N.J. NO. 48 AND SHORE
 JU2895'ROAD.  GO 3.1 MILES ON SHORE ROAD TO DIM SAND ROAD RIGHT.  TURN
 JU2895'RIGHT ON SAND ROAD AND GO 0.1 MILE TO Y TAKE LEFT FORK AND
 JU2895'FOLLOW ROAD TO SETTLEMENT AND STATION.  (NO. 48 AND SHORE ROAD
 JU2895'INTERSECTS JUST SE OF MAYS LANDING.)
 JU2895'
 JU2895'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2895'DISKS SET IN CONCRETE AS DESCRIBED INNOTES 1A, 7A AND 11A.
 JU2895'
 JU2895'REFERENCE MARK NO.1 IS 94.83 FEET OR 28.905 METERS ENE OF
 JU2895'STATION.  APPROXIMATELY 30 YARDS ESE OF HOUSE.  MARK PROJECTS
 JU2895'4 INCHES.
 JU2895'
 JU2895'REFERENCE MARK NO. 2 IS 79.72 FEET OR 24.300 METERS NNW OF
 JU2895'STATION, 1 PACE N OF NE CORNER OF SHED, 18 PACES SW OF
 JU2895'HOUSE.  MARK PROJECTS 4 INCHES.
 JU2895'
 JU2895'NO AZIMUTH MARK SET AT THIS STATION.
 JU2895'
 JU2895'A 90-FOOT TOWER WILL CLEAR ALL LINES.  NO PROMINENT NATURAL
 JU2895'OBJECTS VISIBLE FROM GROUND.
 JU2895
 JU2895                          STATION RECOVERY (1937)
 JU2895
 JU2895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2895'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 JU2895'GOOD CONDITION.  THE ORIGINAL DESCRIPTION WAS FOUND TO BE
 JU2895'COMPLETE AND THE TOPOGRAPHIC FEATURES HAVE REMAINED UNCHANGED,
 JU2895'EXCEPT THE STATION IS 3.5 STATUTE MILES S OF MAYS LANDING AND
 JU2895'NOT 5 MILES.
 JU2895
 JU2895                          STATION RECOVERY (1949)
 JU2895
 JU2895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ITS)
 JU2895'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU2895'ORIGINAL DESCRIPTION WAS FOUND TO BE COMPLETE AND THE
 JU2895'TOPOGRAPHIC FEATURES HAVE REMAINED UNCHANGED.  A NEW
 JU2895'DESCRIPTION FOLLOWS--
 JU2895'
 JU2895'STATION IS APPROXIMATELY 5 MILES S OF MAYS LANDING, ON THE E
 JU2895'BANK OF THE GREAT EGG RIVER.  THE STATION IS 6 PACES N OF A
 JU2895'12-INCH OAK, 9 PACES S OF TWO 10-INCH OAKS, 13 PACES S OF TWO
 JU2895'14-INCH OAKS, APPROXIMATELY 40 YARDS S OF A HOUSE, AND IN A
 JU2895'PATH RUNNING FROM HOUSE ALONG RIVER BANK.
 JU2895'
 JU2895'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AND
 JU2895'PROJECTS 2 INCHES.  UNDERGROUND MARK IS A BRONZE STATION DISK
 JU2895'SET IN CONCRETE.
 JU2895'
 JU2895'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE.  IT
 JU2895'IS 94.83 FEET (28.905 METERS) ENE OF THE STATION AND APPROXIMATELY
 JU2895'30 YARDS ESE OF THE HOUSE.  THE MARK PROJECTS 4 INCHES.
 JU2895'
 JU2895'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN CONCRETE.  IT
 JU2895'IS 79.72 FEET (24.300 METERS) NNW OF THE STATION, 1 PACE N OF
 JU2895'NE CORNER OF SHED, AND 18 PACES SW OF THE HOUSE.  IT PROJECTS
 JU2895'4 INCHES.
 JU2895'
 JU2895'NO AZIMUTH MARK WAS SET AT THIS STATION.
 JU2895'
 JU2895'TO REACH THE STATION FROM THE COURTHOUSE IN MAYS LANDING, GO
 JU2895'E AND S ON U.S. HIGHWAY 40 FOR 0.3 MILE TO RAILROAD CROSSING,
 JU2895'BEAR RIGHT ACROSS TRACKS THEN LEFT AND GO 0.15 MILE TO ROAD
 JU2895'FORKS.  TAKE RIGHT FORK, THE OCEAN CITY ROAD, AND GO 3.1 MILES
 JU2895'TO TRACK ROAD RIGHT.  TURN RIGHT AND GO 0.25 MILE TO END OF
 JU2895'TRUCK TRAVEL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5834 ***********************************************************************
 KV5834  DESIGNATION -  GIBBS
 KV5834  PID         -  KV5834
 KV5834  STATE/COUNTY-  NJ/WARREN
 KV5834  USGS QUAD   -  BLAIRSTOWN (1971)
 KV5834
 KV5834                         *CURRENT SURVEY CONTROL
 KV5834  ___________________________________________________________________
 KV5834* NAD 83(1996)-  40 56 44.23107(N)    074 52 47.32644(W)     ADJUSTED  
 KV5834* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 KV5834  ___________________________________________________________________
 KV5834  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 KV5834  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV5834
 KV5834  HORZ ORDER  -  SECOND
 KV5834
 KV5834.The horizontal coordinates were established by classical geodetic methods
 KV5834.and adjusted by the National Geodetic Survey in September 1999..
 KV5834
 KV5834.The orthometric height was scaled from a topographic map.
 KV5834
 KV5834.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5834
 KV5834.The geoid height was determined by GEOID03.
 KV5834
 KV5834;                    North         East     Units Scale Factor Converg.
 KV5834;SPC NJ       -   234,578.519   118,021.286   MT  0.99991258   -0 14 56.1
 KV5834;SPC NJ       -   769,613.02    387,208.17   sFT  0.99991258   -0 14 56.1
 KV5834;SPC PA S     -   182,952.276   841,638.760   MT  0.99999676   +1 51 43.8
 KV5834;SPC PA S     -   600,235.93  2,761,276.50   sFT  0.99999676   +1 51 43.8
 KV5834;SPC PA N     -    90,509.910   841,635.566   MT  0.99999053   +1 53 55.5
 KV5834;SPC PA N     -   296,947.93  2,761,266.02   sFT  0.99999053   +1 53 55.5
 KV5834;UTM  18      - 4,532,727.319   510,116.223   MT  0.99960126   +0 04 43.5
 KV5834
 KV5834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5834!SPC NJ       -   0.99997102  x   0.99991258  =   0.99988360
 KV5834!SPC PA S     -   0.99997102  x   0.99999676  =   0.99996778
 KV5834!SPC PA N     -   0.99997102  x   0.99999053  =   0.99996155
 KV5834!UTM  18      -   0.99997102  x   0.99960126  =   0.99957229
 KV5834
 KV5834|---------------------------------------------------------------------|
 KV5834| PID    Reference Object                     Distance      Geod. Az  |
 KV5834|                                                           dddmmss.s |
 KV5834| CB5964 GIBBS RM 2                           27.989 METERS 03831     |
 KV5834| CB5963 GIBBS RM 1                           25.072 METERS 03831     |
 KV5834| KV5791 ANDOVER MUNICIPAL TANK              APPROX.12.0 KM 0683712.5 |
 KV5834| KV5824 TRANQUILITY METH CHURCH SPIRE       APPROX. 6.9 KM 0883614.2 |
 KV5834| CB5962 GIBBS AZ MK                                        1235213.4 |
 KV5834|---------------------------------------------------------------------|
 KV5834
 KV5834                          SUPERSEDED SURVEY CONTROL
 KV5834
 KV5834  NAD 83(1986)-  40 56 44.23073(N)    074 52 47.32618(W) AD(       ) 2
 KV5834  NAD 27      -  40 56 43.87900(N)    074 52 48.71900(W) AD(       ) 2
 KV5834
 KV5834.Superseded values are not recommended for survey control.
 KV5834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5834.See file dsdata.txt to determine how the superseded data were derived.
 KV5834
 KV5834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1011632727(NAD 83)
 KV5834_MARKER: DS = TRIANGULATION STATION DISK
 KV5834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5834_SP_SET: CONCRETE POST
 KV5834_STAMPING: GIBBS 1942
 KV5834_MARK LOGO: CGS   
 KV5834_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5834+STABILITY: SURFACE MOTION
 KV5834
 KV5834  HISTORY     - Date     Condition        Report By
 KV5834  HISTORY     - 1942     MONUMENTED       CGS
 KV5834  HISTORY     - 1942     GOOD             CGS
 KV5834  HISTORY     - 1973     GOOD             LOCSUR
 KV5834  HISTORY     - 19920924 SEE DESCRIPTION  NJGS
 KV5834
 KV5834                          STATION DESCRIPTION
 KV5834
 KV5834'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV5834'STATION IS ABOUT 1.3 MILES, AIR LINE, S OF THE VILLAGE OF
 KV5834'JOHNSONBURG ON LAND TENANTED BY JAMES GIBBS.  IT IS SITUATED 9
 KV5834'FEET E BY N OF A T-INTERSECTION FORMED BY TWO FENCE LINES, 39
 KV5834'FEET NW OF A 3-FOOT CHERRY TREE.  IT IS STAMPED GIBBS 1942 AND
 KV5834'IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 KV5834'
 KV5834'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KV5834'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 KV5834'
 KV5834'REFERENCE MARK NO. 1 IS NE OF THE STATION IN A HEDGE ROW AND A
 KV5834'FENCE LINE.  IT IS STAMPED GIBBS NO.1 1942 AND PROJECTS 6 INCHES.
 KV5834'
 KV5834'REFERENCE MARK NO. 2 IS NE OF THE STATION IN A HEDGE ROW AND
 KV5834'A FENCE LINE.  IT IS STAMPED GIBBS NO.2 1942 AND PROJECTS 6 INCHES.
 KV5834'
 KV5834'THE AZIMUTH MARK IS 0.45 MILE SE OF THE STATION, AT THE NE
 KV5834'CORNER OF THE BARN, ON PROPERTY OWNED BY MRS. LUNDE, AND 11 FEET
 KV5834'S OF THE CENTER OF A GRAVEL ROAD.  IT IS STAMPED GIBBS 1942 AND
 KV5834'PROJECTS 6 INCHES.
 KV5834'
 KV5834'TO REACH THE AZIMUTH MARK FROM STATION, GO NORTHEASTERLY TO
 KV5834'GATE, PASS THROUGH GATE AND TURN RIGHT ON GRAVEL ROAD, CONTINUE
 KV5834'FOR 0.35 MILE TO A FORKS, TURN LEFT AND GO 0.25 MILE TO A BARN
 KV5834'AND AZIMUTH MARK ON THE RIGHT.
 KV5834'
 KV5834'TO REACH THE STATION FROM THE POST OFFICE IN JOHNSONBURG,
 KV5834'FOLLOW MACADAM ROAD SOUTHERLY FOR 0.35 MILE TO A GRAVEL ROAD
 KV5834'RIGHT, TURN RIGHT AND GO 1.0 MILE TO THE GIBBS BARN ON THE LEFT
 KV5834'AND GATE ON RIGHT, LEADING THROUGH ORCHARD AND PASTURE.  PASS
 KV5834'THROUGH GATE AND CONTINUE UPHILL FOR 0.2 MILE TO FENCE LINE AND
 KV5834'THE END OF TRUCK TRAVEL.  FROM THIS POINT CONTINUE ON FOOT FOR
 KV5834'0.1 MILE TO THE HIGHEST POINT OF HILL AND THE STATION.
 KV5834'
 KV5834'A 4-FOOT STAND WILL SEE A 77-FOOT LIGHT AT THOMPSON.
 KV5834'
 KV5834'A 4-FOOT STAND WILL SEE A 90-FOOT LIGHT AT STEVENS.
 KV5834'
 KV5834'A 4-FOOT STAND WILL SEE AN 8-FOOT LIGHT AT KRECH (N.J.G.S. 1938).
 KV5834'
 KV5834'A 4-FOOT STAND WILL SEE A 60-FOOT LIGHT AT STUYVESANT 1935.
 KV5834
 KV5834                          STATION RECOVERY (1942)
 KV5834
 KV5834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 KV5834'RECOVERED IN GOOD CONDITION.
 KV5834
 KV5834                          STATION RECOVERY (1973)
 KV5834
 KV5834'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973 (WFB)
 KV5834'RECOVERED BY ROBINSON AERIAL SURVEYS, INC.
 KV5834'
 KV5834'GIBBS 1942 EXCELLENT
 KV5834'
 KV5834'BOTH REFERENCE MARKS ARE ALSO IN EXCELLENT CONDITION.  IT IS
 KV5834'ALSO NOW POSSIBLE TO DRIVE ALL THE WAY TO THE STATION WITH A
 KV5834'TRUCK OR OTHER SUITABLE VEHICLE.  IN THE DESCRIPTION, THE
 KV5834'T-INTERSECTION NO LONGER EXISTS AS ONE OF THE FENCES NO LONGER
 KV5834'IS STANDING.  THE DESTROYED FENCE LINE IS NOW A LINE OF TREES AND
 KV5834'BRIARS.
 KV5834
 KV5834                          STATION RECOVERY (1992)
 KV5834
 KV5834'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV5834'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A HALF HOUR
 KV5834'SEARCH BY A TWO MAN PARTY.  REFERENCE MARK NUMBERS 1 AND 2 WERE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3285 ***********************************************************************
 JU3285  DESIGNATION -  GIBBSTOWN DUPONT WKS SW STACK
 JU3285  PID         -  JU3285
 JU3285  STATE/COUNTY-  NJ/GLOUCESTER
 JU3285  USGS QUAD   -  BRIDGEPORT (1995)
 JU3285
 JU3285                         *CURRENT SURVEY CONTROL
 JU3285  ___________________________________________________________________
 JU3285* NAD 83(1996)-  39 50 37.43439(N)    075 17 48.41986(W)     ADJUSTED  
 JU3285* NAVD 88     -                                                        
 JU3285  ___________________________________________________________________
 JU3285  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 JU3285  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU3285
 JU3285  HORZ ORDER  -  THIRD
 JU3285
 JU3285.The horizontal coordinates were established by classical geodetic methods
 JU3285.and adjusted by the National Geodetic Survey in September 1999..
 JU3285
 JU3285
 JU3285.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3285
 JU3285.The geoid height was determined by GEOID03.
 JU3285
 JU3285;                    North         East     Units Scale Factor Converg.
 JU3285;SPC NJ       -   112,468.979    81,811.176   MT  0.99995722   -0 30 37.9
 JU3285;SPC NJ       -   368,991.98    268,408.83   sFT  0.99995722   -0 30 37.9
 JU3285;SPC PA S     -    59,588.331   809,942.585   MT  1.00001522   +1 35 29.9
 JU3285;SPC PA S     -   195,499.38  2,657,286.63   sFT  1.00001522   +1 35 29.9
 JU3285;UTM  18      - 4,410,455.341   474,608.993   MT  0.99960794   -0 11 24.5
 JU3285
 JU3285                          SUPERSEDED SURVEY CONTROL
 JU3285
 JU3285  NAD 83(1991)-  39 50 37.43250(N)    075 17 48.42050(W) AD(       ) 4
 JU3285  NAD 83(1986)-  39 50 37.42802(N)    075 17 48.42473(W) AD(       ) 4
 JU3285  NAD 27      -  39 50 37.02100(N)    075 17 49.75600(W) AD(       ) 3
 JU3285
 JU3285.Superseded values are not recommended for survey control.
 JU3285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3285.See file dsdata.txt to determine how the superseded data were derived.
 JU3285
 JU3285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7460910455(NAD 83)
 JU3285_MARKER: 63 = STACK
 JU3285
 JU3285  HISTORY     - Date     Condition        Report By
 JU3285  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3285  HISTORY     - 1946     GOOD             CGS
 JU3285
 JU3285                          STATION DESCRIPTION
 JU3285
 JU3285'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3285'THIS STATION IS THE CENTER OF THE SOUTHWESTERLY OF TWIN STEEL
 JU3285'STACKS AT THE POWER PLANT OF THE DU PONT REPAUNO WORKS (POWDER
 JU3285'PLANT) ON THOMPSONS POINT IN THE NORTHWESTERN PART OF
 JU3285'GIBBSTOWN.  THESE STACKS ARE CYLINDRICAL SILVER STEEL STACKS WITH
 JU3285'A BLACK BAND AROUND THE TOP.  THEY ARE ABOUT 125 FEET HIGH.
 JU3285
 JU3285                          STATION RECOVERY (1946)
 JU3285
 JU3285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3285'STATION RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3286 ***********************************************************************
 JU3286  DESIGNATION -  GIBBSTOWN DUPONT WKS NE STACK
 JU3286  PID         -  JU3286
 JU3286  STATE/COUNTY-  NJ/GLOUCESTER
 JU3286  USGS QUAD   -  BRIDGEPORT (1995)
 JU3286
 JU3286                         *CURRENT SURVEY CONTROL
 JU3286  ___________________________________________________________________
 JU3286* NAD 83(1996)-  39 50 37.52277(N)    075 17 47.23384(W)     ADJUSTED  
 JU3286* NAVD 88     -                                                        
 JU3286  ___________________________________________________________________
 JU3286  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 JU3286  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU3286
 JU3286  HORZ ORDER  -  THIRD
 JU3286
 JU3286.The horizontal coordinates were established by classical geodetic methods
 JU3286.and adjusted by the National Geodetic Survey in September 1999..
 JU3286
 JU3286
 JU3286.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3286
 JU3286.The geoid height was determined by GEOID03.
 JU3286
 JU3286;                    North         East     Units Scale Factor Converg.
 JU3286;SPC NJ       -   112,471.453    81,839.395   MT  0.99995718   -0 30 37.1
 JU3286;SPC NJ       -   369,000.09    268,501.42   sFT  0.99995718   -0 30 37.1
 JU3286;SPC PA S     -    59,591.839   809,970.696   MT  1.00001522   +1 35 30.6
 JU3286;SPC PA S     -   195,510.89  2,657,378.86   sFT  1.00001522   +1 35 30.6
 JU3286;UTM  18      - 4,410,457.973   474,637.188   MT  0.99960792   -0 11 23.8
 JU3286
 JU3286                          SUPERSEDED SURVEY CONTROL
 JU3286
 JU3286  NAD 83(1991)-  39 50 37.52088(N)    075 17 47.23448(W) AD(       ) 4
 JU3286  NAD 83(1986)-  39 50 37.51641(N)    075 17 47.23872(W) AD(       ) 4
 JU3286  NAD 27      -  39 50 37.10900(N)    075 17 48.56900(W) AD(       ) 3
 JU3286
 JU3286.Superseded values are not recommended for survey control.
 JU3286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3286.See file dsdata.txt to determine how the superseded data were derived.
 JU3286
 JU3286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7463710458(NAD 83)
 JU3286_MARKER: 63 = STACK
 JU3286
 JU3286  HISTORY     - Date     Condition        Report By
 JU3286  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3286  HISTORY     - 1946     GOOD             CGS
 JU3286
 JU3286                          STATION DESCRIPTION
 JU3286
 JU3286'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3286'THIS STATION IS THE CENTER OF THE NORTHEASTERLY OF TWIN STEEL
 JU3286'STACKS AT THE POWER PLANT OF THE DU PONT REPAUNO WORKS (POWDER
 JU3286'PLANT) ON THOMPSONS POINT IN THE NORTHWESTERN PART OF
 JU3286'GIBBSTOWN.  THESE STACKS ARE CYLINDRICAL SILVER STEEL STACKS
 JU3286'WITH A BLACK BAND AROUND THE TOP.  THEY ARE ABOUT 125 FEET HIGH.
 JU3286
 JU3286                          STATION RECOVERY (1946)
 JU3286
 JU3286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3286'STATION RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3279 ***********************************************************************
 JU3279  DESIGNATION -  GIBBSTOWN MUNICIPAL TANK
 JU3279  PID         -  JU3279
 JU3279  STATE/COUNTY-  NJ/GLOUCESTER
 JU3279  USGS QUAD   -  BRIDGEPORT (1995)
 JU3279
 JU3279                         *CURRENT SURVEY CONTROL
 JU3279  ___________________________________________________________________
 JU3279* NAD 83(1996)-  39 49 38.63271(N)    075 16 30.16990(W)     ADJUSTED  
 JU3279* NAVD 88     -                                                        
 JU3279  ___________________________________________________________________
 JU3279  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 JU3279  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU3279
 JU3279  HORZ ORDER  -  THIRD
 JU3279
 JU3279.The horizontal coordinates were established by classical geodetic methods
 JU3279.and adjusted by the National Geodetic Survey in September 1999..
 JU3279
 JU3279
 JU3279.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3279
 JU3279.The geoid height was determined by GEOID03.
 JU3279
 JU3279;                    North         East     Units Scale Factor Converg.
 JU3279;SPC NJ       -   110,639.215    83,655.660   MT  0.99995417   -0 29 47.1
 JU3279;SPC NJ       -   362,988.82    274,460.28   sFT  0.99995417   -0 29 47.1
 JU3279;SPC PA S     -    57,827.349   811,853.063   MT  1.00001825   +1 36 20.6
 JU3279;SPC PA S     -   189,721.89  2,663,554.59   sFT  1.00001825   +1 36 20.6
 JU3279;SPC DE       -   202,875.077   212,123.768   MT  0.99999681   +0 05 26.5
 JU3279;SPC DE       -   665,599.32    695,942.73   sFT  0.99999681   +0 05 26.5
 JU3279;UTM  18      - 4,408,636.552   476,463.032   MT  0.99960682   -0 10 34.2
 JU3279
 JU3279                          SUPERSEDED SURVEY CONTROL
 JU3279
 JU3279  NAD 83(1991)-  39 49 38.63084(N)    075 16 30.17072(W) AD(       ) 4
 JU3279  NAD 83(1986)-  39 49 38.62630(N)    075 16 30.17523(W) AD(       ) 4
 JU3279  NAD 27      -  39 49 38.22000(N)    075 16 31.50700(W) AD(       ) 3
 JU3279
 JU3279.Superseded values are not recommended for survey control.
 JU3279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3279.See file dsdata.txt to determine how the superseded data were derived.
 JU3279
 JU3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7646308637(NAD 83)
 JU3279_MARKER: 51 = TANK
 JU3279
 JU3279  HISTORY     - Date     Condition        Report By
 JU3279  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3279  HISTORY     - 1975     GOOD             NGS
 JU3279
 JU3279                          STATION DESCRIPTION
 JU3279
 JU3279'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3279'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE GIBBSTOWN
 JU3279'MUNICIPAL WATER TANK IN THE E END OF GIBBSTOWN BETWEEN ROUTE
 JU3279'N.J. 44 AND PENNSYLVANIA RAILROAD AND ABOUT 100 FEET E OF THE
 JU3279'MOST EASTERLY STREET OF TOWN.  IT IS ABOUT 75 FEET S OF THE
 JU3279'RAILROAD TRACK.  IT IS A SILVER TANK ABOUT 110 FEET HIGH AND
 JU3279'IS LETTERED GIBBSTOWN ON THE SE SIDE.
 JU3279
 JU3279                          STATION RECOVERY (1975)
 JU3279
 JU3279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3279'THE STATION IS THE CENTER OF THE BALL ON TOP OF THE GIBBSTOWN
 JU3279'MUNICIPAL WATER TANK LOCATED IN THE EAST PORTION OF GIBBSTOWN.  THE
 JU3279'TANK IS BETWEEN ROUTE 44 AND THE PENNSYLVANIA RAILROAD.  THE
 JU3279'TANK IS GREEN WITH AN AMERICAN FLAG PAINTED ON THE EAST
 JU3279'FACE.  GIBBSTOWN IS PAINTED ON THE TANK UNDER THE FLAG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2872 ***********************************************************************
 JU2872  DESIGNATION -  GIBSON
 JU2872  PID         -  JU2872
 JU2872  STATE/COUNTY-  NJ/ATLANTIC
 JU2872  USGS QUAD   -  MARMORA (1994)
 JU2872
 JU2872                         *CURRENT SURVEY CONTROL
 JU2872  ___________________________________________________________________
 JU2872* NAD 83(1996)-  39 21 21.44259(N)    074 43 34.06882(W)     ADJUSTED  
 JU2872* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2872  ___________________________________________________________________
 JU2872  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 JU2872  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JU2872
 JU2872  HORZ ORDER  -  SECOND
 JU2872
 JU2872.The horizontal coordinates were established by classical geodetic methods
 JU2872.and adjusted by the National Geodetic Survey in September 1999..
 JU2872
 JU2872.The orthometric height was scaled from a topographic map.
 JU2872
 JU2872.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2872
 JU2872.The geoid height was determined by GEOID03.
 JU2872
 JU2872;                    North         East     Units Scale Factor Converg.
 JU2872;SPC NJ       -    58,038.768   130,511.619   MT  0.99990467   -0 08 36.2
 JU2872;SPC NJ       -   190,415.52    428,186.87   sFT  0.99990467   -0 08 36.2
 JU2872;UTM  18      - 4,356,314.404   523,595.600   MT  0.99960685   +0 10 25.2
 JU2872
 JU2872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2872!SPC NJ       -   1.00000526  x   0.99990467  =   0.99990993
 JU2872!UTM  18      -   1.00000526  x   0.99960685  =   0.99961211
 JU2872
 JU2872:                Primary Azimuth Mark                     Grid Az
 JU2872:SPC NJ       -  MAYS LANDING STANDPIPE                   000 57 59.4
 JU2872:UTM  18      -  MAYS LANDING STANDPIPE                   000 38 58.0
 JU2872
 JU2872|---------------------------------------------------------------------|
 JU2872| PID    Reference Object                     Distance      Geod. Az  |
 JU2872|                                                           dddmmss.s |
 JU2872| JU2893 MAYS LANDING STANDPIPE              APPROX.10.8 KM 0004923.2 |
 JU2872| CS4364 GIBSON RM 3                          15.767 METERS 15217     |
 JU2872| CB1998 GIBSON RM 2                          42.239 METERS 26007     |
 JU2872| CB1997 GIBSON RM 1                          22.680 METERS 34944     |
 JU2872|---------------------------------------------------------------------|
 JU2872
 JU2872                          SUPERSEDED SURVEY CONTROL
 JU2872
 JU2872  NAD 83(1986)-  39 21 21.43031(N)    074 43 34.07046(W) AD(       ) 2
 JU2872  NAD 27      -  39 21 21.01500(N)    074 43 35.48600(W) AD(       ) 2
 JU2872
 JU2872.Superseded values are not recommended for survey control.
 JU2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2872.See file dsdata.txt to determine how the superseded data were derived.
 JU2872
 JU2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2359656314(NAD 83)
 JU2872_MARKER: S = SPIKE
 JU2872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU2872_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2872+STABILITY: SURFACE MOTION
 JU2872
 JU2872  HISTORY     - Date     Condition        Report By
 JU2872  HISTORY     - 1935     MONUMENTED       CGS
 JU2872  HISTORY     - 1950     GOOD             CGS
 JU2872  HISTORY     - 1982     SEE DESCRIPTION  LOCENG
 JU2872  HISTORY     - 1983     POOR             USGS
 JU2872  HISTORY     - 1983     SEE DESCRIPTION  LOCENG
 JU2872  HISTORY     - 1983     GOOD             NGS
 JU2872
 JU2872                          STATION DESCRIPTION
 JU2872
 JU2872'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU2872'GIBSON IS ABOUT 7.0 MILES S OF MAYS LANDING, ON THE W BANK OF
 JU2872'GIBSON CREEK.  THE STATION IS AT THE END OF A DIM ROAD
 JU2872'WHICH RUNS TO THE CREEK BANK, 8 PACES W OF THE CREEK BANK.  THE
 JU2872'MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 JU2872'
 JU2872'TO REACH FROM THE INTERSECTION OF NEW JERSEY HIGHWAY NO. 48 AND
 JU2872'NO. 50, JUST SW OF MAYS LANDING, DRIVE S ON HIGHWAY NO. 50 FOR 6.3
 JU2872'MILES TO OAKVILLE AND A T ROAD LEFT.  (FRAME HOUSE AND GULF
 JU2872'GASOLINE PUMPS ON RIGHT.) TURN LEFT ON GRAVEL T ROAD AND GO
 JU2872'1.0 MILE TO JUNCTION.  (A LOCKED GATE WILL BE ENCOUNTERED -
 JU2872'DETOUR RIGHT AROUND IT.) TURN LEFT AT JUNCTION AND GO 0.8 MILE
 JU2872'TO THE BANK OF GIBSON CREEK AND THE STATION.
 JU2872'
 JU2872'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2872'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 JU2872'
 JU2872'REFERENCE MARK NO.1 IS 74.43 FEET OR 22.680 METERS N OF THE
 JU2872'STATION, 12 FEET W OF THE RIVER BANK.  THE MARK PROJECTS 2 INCHES.
 JU2872'
 JU2872'REFERENCE MARK NO. 2 IS 138.60 FEET OR 42.245 METERS W OF THE
 JU2872'STATION, 6 PACES W OF THE INTERSECTION OF A DIM Y.
 JU2872'
 JU2872'DISTANCE BETWEEN REFERENCE MARK NO.1 AND REFERENCE MARK NO. 2
 JU2872'COULD NOT BE MEASURED.
 JU2872'
 JU2872'NO AZIMUTH MARK WAS SET AT THIS STATION BUT THE WHITE WATER
 JU2872'TANK ACROSS THE CREEK MAY BE USED AS AN AZIMUTH.
 JU2872'
 JU2872'A 15-FOOT STAND WILL CLEAR ALL LINES OBSERVED FROM THIS STATION.
 JU2872
 JU2872                          STATION RECOVERY (1950)
 JU2872
 JU2872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2872'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU2872'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 JU2872'AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS
 JU2872'ADEQUATE AND CORRECT WITH THE FOLLOWING EXCEPTIONS--
 JU2872'
 JU2872'GULF GASOLINE PUMPS AND THE LOCKED GATE NO LONGER EXIST.  THE
 JU2872'STATION IS 1.8 MILES E OF HIGHWAY 50.  A 4- BY 4-INCH WITNESS
 JU2872'POST WAS SET 3.0 FEET S OF THE STATION.
 JU2872
 JU2872                          STATION RECOVERY (1982)
 JU2872
 JU2872'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (CT)
 JU2872'GIBSON 1935 STATION HAS BEEN VANDALIZED AND MOST OF THE DISK HAS
 JU2872'BEEN REMOVED.  SEVERE EROSION HAS OCCURRED AROUND THE STATION MARK
 JU2872'ALSO.  RM 1 WAS RECOVERED IN GOOD CONDITION.  RM 2 WAS NOT FOUND.
 JU2872
 JU2872                          STATION RECOVERY (1983)
 JU2872
 JU2872'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JU2872'NORTH HALF OF THE DISK BROKEN OFF AND THE CONCRETE POST
 JU2872'CHIPPED ON THE NORTH SIDE.  THE MARK IS ON THE SOUTH EDGE OF A
 JU2872'PUBLIC BOAT RAMP AND IS NOW SOLID IN THE GROUND BUT IS IN DANGER
 JU2872'OF BEING LOST.  RM 1 OVERGROWN AND PROBABLY OK.  RM 2 MAY HAVE
 JU2872'BEEN DESTROYED BY THE CONSTRUCTION OF THE BOAT RAMP.
 JU2872
 JU2872                          STATION RECOVERY (1983)
 JU2872
 JU2872'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (CT)
 JU2872'GIBSON 1935 CREEK BANK IS ERODING AND DISK HAS BEEN VANDALIZED.
 JU2872'STATION MARK CAN STILL BE DETERMINED BUT A PORTION OF DISK HAS BEEN
 JU2872'PRYED AWAY FROM CONCRETE.  STATION SHOULD BE RELOCATED.
 JU2872'
 JU2872'GIBSON RM NO. 1 CONCRETE HAS CRUMBLED.  DISK MISSING.
 JU2872'
 JU2872'GIBSON RM NO. 2 NOT FOUND.
 JU2872
 JU2872                          STATION RECOVERY (1983)
 JU2872
 JU2872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 JU2872'THE STATION WAS RECOVERED AT THIS DATE.
 JU2872'THE STATION UNDERGROUND MARK AND REFERENCE MARK NO 2 WERE RECOVERED.
 JU2872'A NEW SURFACE MARK WAS ESTABLISHED AS WAS A NEW REFERENCE MARK 3
 JU2872'WHICH REPLACED REFERENCE MARK 1 FOUND DESTROYED.  A SHORTER DISTANCE
 JU2872'OF 0.006 METERS WAS FOUND TO THE REFERENCE MARK.
 JU2872'
 JU2872'THE STATION IS LOCATED ABOUT 24 KM (15 MI) WEST-SOUTHWEST OF
 JU2872'ATLANTIC CITY AND
 JU2872'11.25 KM (7.0 MI) SOUTH OF MAYS LANDING ON THE WEST BANK OF GIBSON
 JU2872'CREEK.
 JU2872'OWNERSHIP--TUCKAHOE CORBIN CITY FISH AND WILDLIFE MANAGEMENT AREA.
 JU2872'
 JU2872'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 JU2872'ROUTE 50 IN THE WEST PART OF MAYS LANDING, GO SOUTH ON STATE ROUTE
 JU2872'50 FOR 11.9 KM (7.4 MI) TO A SAND ROAD ON THE LEFT.  TURN LEFT A GO
 JU2872'EAST ON THE SAND ROAD FOR 2.75 KM (1.7 MI) TO A POINT WHERE THE
 JU2872'ROAD CURVES SOUTH AND NARROW ROAD CONTINUES EAST LEADING TO A SMALL
 JU2872'BOAT LANDING 0.1 KM (0.05 MI) AHEAD ON THE NARROW ROAD.
 JU2872'
 JU2872'THE STATION IS A STANDARD NGS DISK STAMPED---GIBSON 1935 1983---SET
 JU2872'IN THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER FLUSH
 JU2872'WITH THE GROUND LOCATED 55.8 METER (183 FT) EAST FROM THE CENTER OF
 JU2872'THE MAIN ROAD, 11.6 METERS (38.2 FT) NORTH NORTHEAST OF A POWER
 JU2872'POLE NO W19111 13-18, 8.5 METERS (28.0 FT) WEST FROM THE BANK OF
 JU2872'THE CREEK, 7.2 METERS (23.6 FT) NORTH OF A WITNESS POST AND
 JU2872'2.1 METERS (7.0 FT) SOUTH OF THE NARROW ROAD AT THE BOAT LANDING.
 JU2872'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 JU2872'STAMPED---GIBSON 1933 1983---,
 JU2872'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 JU2872'
 JU2872'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK
 JU2872'STAMPED---GIBSON NO 2 1935---,
 JU2872'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU2872'30 CM ON SIDE RECESSED 2 CM BELOW GROUND.  LOCATED
 JU2872'52.9 METERS (173.6 FT) WEST FROM THE WEST SHORE OF THE CREEK,
 JU2872'13.7 METERS (45.0 FT) EAST FROM THE CENTER OF THE MAIN ROAD,
 JU2872'6.4 METERS (21.0 FT) SOUTH FROM THE CENTER OF THE NARROW ROAD AND
 JU2872'8.5 METERS (27.8 FT) EAST FROM A POWER POLE W19112 13-19.
 JU2872'MARK IS 0.3 METERS ABOVE THE STATION.
 JU2872'
 JU2872'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 JU2872'STAMPED---GIBSON 1935 NO 3 1983---,
 JU2872'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU2872'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JU2872'17.7 METERS (58 FT) SOUTH FROM THE CENTER OF THE NARROW ROAD AT THE
 JU2872'BOAT LANDING,
 JU2872'10.7 METERS (35.0 FT) WEST FROM THE WEST SHORE OF GIBSON CREEK,
 JU2872'8.6 METERS (28.3 FT) SOUTHWEST FROM A WITNESS POST AND
 JU2872'6.8 METERS (22.3 FT) SOUTHWEST FROM A POWER POLE W19111 13-18.
 JU2872'MARK IS 0.3 METERS ABOVE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2633 ***********************************************************************
 LY2633  DESIGNATION -  GIRR
 LY2633  PID         -  LY2633
 LY2633  STATE/COUNTY-  NJ/SUSSEX
 LY2633  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY2633
 LY2633                         *CURRENT SURVEY CONTROL
 LY2633  ___________________________________________________________________
 LY2633* NAD 83(1996)-  41 07 09.26771(N)    074 56 43.74934(W)     ADJUSTED  
 LY2633* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 LY2633  ___________________________________________________________________
 LY2633  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 LY2633  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 LY2633
 LY2633  HORZ ORDER  -  FIRST
 LY2633
 LY2633.The horizontal coordinates were established by classical geodetic methods
 LY2633.and adjusted by the National Geodetic Survey in September 1999..
 LY2633
 LY2633.The orthometric height was scaled from a topographic map.
 LY2633
 LY2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2633
 LY2633.The geoid height was determined by GEOID03.
 LY2633
 LY2633;                    North         East     Units Scale Factor Converg.
 LY2633;SPC NJ       -   253,884.203   112,590.278   MT  0.99991722   -0 17 34.7
 LY2633;SPC NJ       -   832,951.76    369,389.94   sFT  0.99991722   -0 17 34.7
 LY2633;SPC PA N     -   109,599.713   835,484.404   MT  0.99997031   +1 51 19.1
 LY2633;SPC PA N     -   359,578.39  2,741,085.08   sFT  0.99997031   +1 51 19.1
 LY2633;UTM  18      - 4,551,995.516   504,576.444   MT  0.99960026   +0 02 09.1
 LY2633
 LY2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2633!SPC NJ       -   0.99997223  x   0.99991722  =   0.99988945
 LY2633!SPC PA N     -   0.99997223  x   0.99997031  =   0.99994254
 LY2633!UTM  18      -   0.99997223  x   0.99960026  =   0.99957250
 LY2633
 LY2633:                Primary Azimuth Mark                     Grid Az
 LY2633:SPC NJ       -  BEVANS                                   039 22 26.2
 LY2633:SPC PA N     -  BEVANS                                   037 13 32.4
 LY2633:UTM  18      -  BEVANS                                   039 02 42.4
 LY2633
 LY2633|---------------------------------------------------------------------|
 LY2633| PID    Reference Object                     Distance      Geod. Az  |
 LY2633|                                                           dddmmss.s |
 LY2633| LY2625 BEVANS                              APPROX.11.9 KM 0390451.5 |
 LY2633| CB3417 GIRR RM 1                             8.309 METERS 09316     |
 LY2633| CB3418 GIRR RM 2                             7.937 METERS 34254     |
 LY2633|---------------------------------------------------------------------|
 LY2633
 LY2633                          SUPERSEDED SURVEY CONTROL
 LY2633
 LY2633  NAD 83(1996)-  41 07 09.26745(N)    074 56 43.75023(W) AD(       ) 1
 LY2633  NAD 83(1986)-  41 07 09.26747(N)    074 56 43.75047(W) AD(       ) 1
 LY2633  NAD 27      -  41 07 08.92000(N)    074 56 45.13000(W) AD(       ) 1
 LY2633
 LY2633.Superseded values are not recommended for survey control.
 LY2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2633.See file dsdata.txt to determine how the superseded data were derived.
 LY2633
 LY2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0457651996(NAD 83)
 LY2633
 LY2633  HISTORY     - Date     Condition        Report By
 LY2633  HISTORY     - 1938     MONUMENTED       NJDCED
 LY2633
 LY2633                          STATION DESCRIPTION
 LY2633
 LY2633'DESCRIBED BY NJ CONS AND ECON DEV 1938
 LY2633'STATION IS LOCATED 1-1/2 MILES NE OF FLATBROOKVILLE.
 LY2633'
 LY2633'STATION AND REFERENCE MARKS ARE STANDARD NEW JERSEY DEPARTMENT
 LY2633'OF CONSERVATION AND DEVELOPMENT BRONZE DISKS SET IN ROCK OUTCROP.
 LY2633'
 LY2633'STATION MARK IS 3 INCHES BELOW GROUND, AND IS STAMPED GIRR.
 LY2633'
 LY2633'REFERENCE MARK NO.1 IS STAMPED R.M.1.
 LY2633'
 LY2633'REFERENCE MARK NO.2 IS STAMPED R.M.2.
 LY2633'
 LY2633'TO REACH THE STATION FROM WALLPACK CENTER, GO 4.75 MILES ALONG
 LY2633'THE FLATBROOKVILLE ROAD TO A SHARP LEFT TURN JUST OVER A CONCRETE
 LY2633'BRIDGE, TURN SHARP RIGHT HERE ONTO A DIRT ROAD, AND STOP AND
 LY2633'PARK CAR AT A GRAY RED-ROOFED HOUSE JUST OFF THE MAIN ROAD.  WALK
 LY2633'PAST THIS HOUSE ABOUT 100 FEET TO A STONE ROW, LEADING W AND UP
 LY2633'A STEEP HILL, FOLLOW STONE ROW FOR ABOUT 1200 FEET TO THE TOP OF
 LY2633'HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5196 ***********************************************************************
 AI5196  DESIGNATION -  GIRTY
 AI5196  PID         -  AI5196
 AI5196  STATE/COUNTY-  NJ/MONMOUTH
 AI5196  USGS QUAD   -  ASBURY PARK (1989)
 AI5196
 AI5196                         *CURRENT SURVEY CONTROL
 AI5196  ___________________________________________________________________
 AI5196* NAD 83(1996)-  40 08 11.87178(N)    074 01 38.85924(W)     ADJUSTED  
 AI5196* NAVD 88     -        15.0    (meters)      49.     (feet)  VERTCON   
 AI5196  ___________________________________________________________________
 AI5196  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 AI5196  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 AI5196
 AI5196  HORZ ORDER  -  THIRD
 AI5196
 AI5196.The horizontal coordinates were established by classical geodetic methods
 AI5196.and adjusted by the National Geodetic Survey in May 2000..
 AI5196
 AI5196.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI5196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI5196
 AI5196.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5196
 AI5196.The geoid height was determined by GEOID03.
 AI5196
 AI5196;                    North         East     Units Scale Factor Converg.
 AI5196;SPC NJ       -   144,790.888   190,267.447   MT  0.99991995   +0 18 16.6
 AI5196;SPC NJ       -   475,034.77    624,235.78   sFT  0.99991995   +0 18 16.6
 AI5196;UTM  18      - 4,443,375.394   582,850.632   MT  0.99968450   +0 37 37.0
 AI5196
 AI5196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5196!SPC NJ       -   1.00000282  x   0.99991995  =   0.99992277
 AI5196!UTM  18      -   1.00000282  x   0.99968450  =   0.99968732
 AI5196
 AI5196                          SUPERSEDED SURVEY CONTROL
 AI5196
 AI5196  NGVD 29 (05/18/00)   15.3    (m)           50.     (f) VERT ANG       
 AI5196
 AI5196.Superseded values are not recommended for survey control.
 AI5196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5196.See file dsdata.txt to determine how the superseded data were derived.
 AI5196
 AI5196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8285143375(NAD 83)
 AI5196_MARKER: DD = SURVEY DISK
 AI5196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5196_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5196+STABILITY: SURFACE MOTION
 AI5196
 AI5196  HISTORY     - Date     Condition        Report By
 AI5196  HISTORY     - 1988     MONUMENTED       NOSAMC
 AI5196
 AI5196                          STATION DESCRIPTION
 AI5196
 AI5196'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5196'THE STATION IS LOCATED IN THE NE EDGE OF THE TOWN OF SEA GIRT IN THE
 AI5196'NW CORNER OF BEACON ST AND OCEAN AVENUE ON THE CATWALK OF THE SEQ GIRT
 AI5196'LIGHTHOUSE AND IN THE SE CORNER OF THE CATWALK. THE STATION IS A
 AI5196'STANDARD NOS BRONZE DISK STAMPED---GIRTY 1988--- WHICH IS EPOXIED TO
 AI5196'THE SURFACE OF THE STEEL DECK FLUSH WITH THE SURFACE.  IT IS 0.564 M
 AI5196'(1.85 FT) N OF THE S EDGE OF THE PLATFORM 0.561 M (1.84 FT) W OF THE E
 AI5196'EDGE OF THE PLATFORM, 0.711 M (2.33 FT SE OF THE SE EDGE OF THE
 AI5196'OCTAGONAL SHAPED LIGHT HOUSING AND ABOUT 1.785 M (5.86 FT) SE OF THE
 AI5196'CENTER OF THE LIGHT. CONTACN WILLIAM MACINNES MAYOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2834 ***********************************************************************
 JU2834  CBN         -  This is a Cooperative Base Network Control Station.
 JU2834  SACS        -  This is a Secondary Airport Control Station.
 JU2834  DESIGNATION -  GLASGOW
 JU2834  PID         -  JU2834
 JU2834  STATE/COUNTY-  NJ/ATLANTIC
 JU2834  USGS QUAD   -  PLEASANTVILLE (1994)
 JU2834
 JU2834                         *CURRENT SURVEY CONTROL
 JU2834  ___________________________________________________________________
 JU2834* NAD 83(1996)-  39 28 08.61070(N)    074 34 15.20944(W)     ADJUSTED  
 JU2834* NAVD 88     -        21.50   (meters)      70.5    (feet)  GPS OBS   
 JU2834  ___________________________________________________________________
 JU2834  X           -   1,311,707.496 (meters)                     COMP
 JU2834  Y           -  -4,752,691.653 (meters)                     COMP
 JU2834  Z           -   4,032,644.360 (meters)                     COMP
 JU2834  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 JU2834  ELLIP HEIGHT-         -12.32  (meters)          (09/23/02) GPS OBS
 JU2834  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JU2834
 JU2834  HORZ ORDER  -  B
 JU2834  ELLP ORDER  -  FOURTH    CLASS I
 JU2834
 JU2834.This mark is at Atlantic City Intl Airport (ACY)
 JU2834
 JU2834.The horizontal coordinates were established by GPS observations
 JU2834.and adjusted by the National Geodetic Survey in July 1997..
 JU2834.No horizontal observational check was made to the station.
 JU2834
 JU2834.The orthometric height was determined by GPS observations and a
 JU2834.high-resolution geoid model.
 JU2834
 JU2834.GPS derived orthometric heights for airport stations designated as
 JU2834.PACS or SACS are published to 2 decimal places.  This maintains
 JU2834.centimeter relative accuracy between the PACS and SACS.  It does
 JU2834.not indicate centimeter accuracy relative to other marks which are
 JU2834.part of the NAVD 88 network.
 JU2834
 JU2834.Photographs are available for this station.
 JU2834
 JU2834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2834
 JU2834.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2834
 JU2834.The ellipsoidal height was determined by GPS observations
 JU2834.and is referenced to NAD 83.
 JU2834
 JU2834.The geoid height was determined by GEOID03.
 JU2834
 JU2834;                    North         East     Units Scale Factor Converg.
 JU2834;SPC NJ       -    70,572.516   143,900.286   MT  0.99990046   -0 02 42.2
 JU2834;SPC NJ       -   231,536.66    472,112.85   sFT  0.99990046   -0 02 42.2
 JU2834;UTM  18      - 4,368,918.474   536,910.745   MT  0.99961677   +0 16 22.0
 JU2834
 JU2834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2834!SPC NJ       -   1.00000193  x   0.99990046  =   0.99990239
 JU2834!UTM  18      -   1.00000193  x   0.99961677  =   0.99961870
 JU2834
 JU2834|---------------------------------------------------------------------|
 JU2834| PID    Reference Object                     Distance      Geod. Az  |
 JU2834|                                                           dddmmss.s |
 JU2834| JU4266 REFLECTOR 060                       187.751 METERS 00203     |
 JU2834| JU2833 FAA                                 APPROX. 2.2 KM 1685320.9 |
 JU2834| CB2003 GLASGOW RM 1                         12.238 METERS 24142     |
 JU2834| CB2004 GLASGOW RM 2                         12.402 METERS 33217     |
 JU2834|---------------------------------------------------------------------|
 JU2834
 JU2834                          SUPERSEDED SURVEY CONTROL
 JU2834
 JU2834  ELLIP H (07/24/97)  -12.26   (m)                       GP(       ) 2 1
 JU2834  NAD 83(1992)-  39 28 08.60987(N)    074 34 15.20895(W) AD(       ) B
 JU2834  ELLIP H (10/07/92)  -12.36   (m)                       GP(       ) 4 1
 JU2834  NAD 83(1986)-  39 28 08.59783(N)    074 34 15.20108(W) AD(       ) 2
 JU2834  NAD 27      -  39 28 08.18281(N)    074 34 16.65436(W) AD(       ) 2
 JU2834  NGVD 29 (07/19/86)   21.88   (m)           71.8    (f) LEVELING    3  
 JU2834
 JU2834.Superseded values are not recommended for survey control.
 JU2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2834.See file dsdata.txt to determine how the superseded data were derived.
 JU2834
 JU2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3691168918(NAD 83)
 JU2834_MARKER: DD = SURVEY DISK
 JU2834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2834_SP_SET: CONCRETE POST
 JU2834_STAMPING: GLASGOW 1980
 JU2834_MARK LOGO: FAA   
 JU2834_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2834+STABILITY: SURFACE MOTION
 JU2834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2834+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2000
 JU2834
 JU2834  HISTORY     - Date     Condition        Report By
 JU2834  HISTORY     - 1980     MONUMENTED       FAA
 JU2834  HISTORY     - 1980     GOOD             LOCSUR
 JU2834  HISTORY     - 19911121 GOOD             NGS
 JU2834  HISTORY     - 19940603 GOOD             NGS
 JU2834  HISTORY     - 19961024 GOOD             NJGS
 JU2834  HISTORY     - 20000425 GOOD             NGS
 JU2834
 JU2834                          STATION DESCRIPTION
 JU2834
 JU2834'DESCRIBED BY FEDERAL AVIATION ADMINISTRATION 1980 (CL)
 JU2834'THE STATION IS ON THE PROPERTY OF THE FEDERAL AVIATION ADMINISTRATION
 JU2834'TECHNICAL CENTER (FORMERLY N.A.F.E.C.) IN ATLANTIC COUNTY, NEW JERSEY
 JU2834'APPROXIMATELY 11 MILES WEST OF ATLANTIC CITY AND TWO MILES SOUTH OF
 JU2834'POMONA.
 JU2834'
 JU2834'THE STATION MARK IS A STANDARD FAA TECH CENTER THREE INCH DISC SET IN
 JU2834'THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT PROTRUDING ONE INCH
 JU2834'ABOVE GROUND.  IT IS APPROXIMATELY 2000 FEET NE OF THE NORTH END OF
 JU2834'RUNWAY 4-22, 230 FEET EAST OF THE PROJECTED CENTER-LINE OF RUNWAY 4-22
 JU2834', 0.2 MILES NORTH OF THE MAIN PERIMETER ROAD, AND 21 FEET EAST OF THE
 JU2834'CENTER OF A GRAVEL ROAD. SURFACE AND UNDERGROUND MARKS ARE STAMPED
 JU2834'GLASGOW 1980.
 JU2834'
 JU2834'REFERENCE MARK NO. 1 - IS A STANDARD FAA TECH CENTER THREE INCH DISC
 JU2834'SET IN THE TOP OF A 10 INCH DIAMETER CONCERTE MONUMENT SET FLUSH WITH
 JU2834'THE GROUND.  IT IS 197 FEET EAST OF THE PROJECTED CENTER-LINE OF
 JU2834'RUNWAY 4-22, AND 13 FEET WEST OF THE CENTER OF A GRAVEL ROAD.
 JU2834'REFERENCE MARK NO 1 IS 40.69 FEET SW OF THE MAIN STATION AND 81.05
 JU2834'FEET SOUTH OF REFERENCE MARK NO 2, AND STAMPED GLASGOW NO 1 - 1980.
 JU2834'
 JU2834'REFERENCE MARK NO 2 - IS A STANDARD FAA TECH CENTER THREE INCH DISC
 JU2834'SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH
 JU2834'THE GROUND.  IT IS 97 FEET EAST OF THE EAST END OF A 6 FOOT X 200 FOOT
 JU2834'WOOD RUNWAY MARKER AND 12.5 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 JU2834'69.68 FEET NW OF THE MAIN STATION AND 81.05 FEET NORTH OF REFERENCE
 JU2834'MARK NO 1.  THE MARK IS STAMPED GLASGOW NO 2 - 1980.
 JU2834'
 JU2834'STATION FAA 1980 WILL SERVE AS AN AZIMUTH MARK.
 JU2834'
 JU2834'TO REACH THE STATION FROM AIRPORT OPERATION AREA GATE NO. 2, PROCEED
 JU2834'IN A NE DIRECTION ON A GRAVEL PERIMETER ROAD FOR 0.5 MILES TO A Y-
 JU2834'INTERSECTION.  THENCE LEFT OR NW ALONG THE GRAVEL ROAD FOR 1.5 MILES
 JU2834'TO ANOTHER Y-INTERSECTION.  THENCE RIGHT OR NORTH FOR 0.1 MILES TO THE
 JU2834'STATION FOUND 21 FEET RIGHT OR EAST OF THE CENTER OF THE ROAD.
 JU2834'
 JU2834'PERMISSION TO USE THE STATION MUST BE OBTAINED FROM FAA TECH CENTER
 JU2834'SECURITY POLICE.
 JU2834
 JU2834                          STATION RECOVERY (1980)
 JU2834
 JU2834'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 JU2834'RECOVERED IN GOOD CONDITION.
 JU2834
 JU2834                          STATION RECOVERY (1991)
 JU2834
 JU2834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JU2834'THE STATION IS ON THE PROPERTY OF THE FEDERAL AVIATION ADMINISTRATION
 JU2834'TECHNICAL CENTER FACILITY IN ATLANTIC COUNTY, NEW JERSEY
 JU2834'APPROXIMATELY 18 KM (11.18 MI) WEST OF ATLANTIC CITY AND 3 KM
 JU2834'(1.86 MI) SOUTH OF POMONA.  ENTRANCE TO THE FACILITY IS STRICKLY
 JU2834'REGULATED.  A POINT OF CONTACT AT THIS TIME IS JEFFERY WOLFE,
 JU2834'ENGINEERING DEPARTMENT, 609 484 4430.  TO REACH THE STATION FROM THE
 JU2834'TRAFFIC CIRCLE AT THE JUNCTION OF COUNTY ROAD 563, TILDEN ROAD, AND
 JU2834'COUNTY ROAD 648 GO NORTH ON THE FAA TECHNICAL ENTRANCE ROAD FOR 1.6
 JU2834'KM (0.99 MI) TO THE GUARD SHACK AT THE FACILITY ENTRANCE .  AT
 JU2834'ENTRANCE BEAR LEFT WEST AND NORTH FOR 1.O KM TO BUILDING 301, THE
 JU2834'HANGER, A LARGE RECTANGULAR CONCRETE BUILDING. THE DRIVE IN GATE
 JU2834'WHICH REQUIRES A PASS IS ON THE EAST SIDE OF THE BUILDING, AND THE
 JU2834'CONTROL AREA OPERATION OFFICE ON THE FIRST FLOOR IN THE NORTHEAST
 JU2834'CORNER OF THE BUILDING.  AT ENTRANCE THROUGH THE GATE ONE IS ON THE
 JU2834'TEST FACILITY APRON.  GO EAST FOR 0.2 KM (0.12 MI) AND A PAVED ROAD
 JU2834'LEADING EAST. GO EAST 0.16 KM (0.10 MI) ON THE PAVED ROAD TO END OF
 JU2834'PAVEMENT, THEN LEFT ON A SAND ROAD FOR 0.65 KM (0.40 MI) TO A ROAD
 JU2834'LEFT AT A HELIPORT SIGN.  TURN LEFT FOR 1.1 KM (0.68 MI) TO TWO ROADS
 JU2834'RIGHT THE SHARPEST TO THE NIKE RADAR SIGHT.  CONTINUE AHEAD THROUGH A
 JU2834'TURN RIGHT AND ONE LEFT FOR 2.0 KM (1.24 MI) TO A ROAD RIGHT LEADING
 JU2834'TO A LOW BUILDING.  TURN RIGHT, AND KEEP LEFT ALONG THE SAND ROAD FOR
 JU2834'0.16 KM (0.10 MI) TO THE STATION IN THE RIGHT PROJECTING 1 CM, 6.5 M
 JU2834'(21.33 FT) EAST FROM THE ROAD CENTER AND 0.45 M (1.48 FT) SOUTH OF A
 JU2834'METAL GUARD STAKE.  REFERENCE MARK 1 IS 12.19 M (39.99 FT) SOUTHWEST
 JU2834'OF THE STATION AND 4 M (13.12 FT) WEST OF THE ROAD. REFERENCE MARK 2
 JU2834'IS 21.2 M (69.55 FT) NORTHWEST OF THE STATION AND 3.5 M (11.48 FT)
 JU2834'WEST OF THE ROAD.
 JU2834
 JU2834                          STATION RECOVERY (1994)
 JU2834
 JU2834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 JU2834'RECOVERED AS DESCRIBED.
 JU2834
 JU2834                          STATION RECOVERY (1996)
 JU2834
 JU2834'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FGK)
 JU2834'RECOVERED AS DESCRIBED.
 JU2834
 JU2834                          STATION RECOVERY (2000)
 JU2834
 JU2834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GFS)
 JU2834'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THIS STATION IS
 JU2834'DESIGNATED A SECONDARY AIRPORT CONTROL STATION SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3223 ***********************************************************************
 JU3223  DESIGNATION -  GLASSBORO MUNICIPAL TANK
 JU3223  PID         -  JU3223
 JU3223  STATE/COUNTY-  NJ/GLOUCESTER
 JU3223  USGS QUAD   -  PITMAN EAST (1994)
 JU3223
 JU3223                         *CURRENT SURVEY CONTROL
 JU3223  ___________________________________________________________________
 JU3223* NAD 83(1996)-  39 42 40.74642(N)    075 06 40.69081(W)     ADJUSTED  
 JU3223* NAVD 88     -                                                        
 JU3223  ___________________________________________________________________
 JU3223  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 JU3223  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JU3223
 JU3223  HORZ ORDER  -  THIRD
 JU3223
 JU3223.The horizontal coordinates were established by classical geodetic methods
 JU3223.and adjusted by the National Geodetic Survey in September 1999..
 JU3223
 JU3223
 JU3223.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3223
 JU3223.The geoid height was determined by GEOID03.
 JU3223
 JU3223;                    North         East     Units Scale Factor Converg.
 JU3223;SPC NJ       -    97,643.421    97,584.376   MT  0.99993381   -0 23 26.1
 JU3223;SPC NJ       -   320,351.79    320,158.07   sFT  0.99993381   -0 23 26.1
 JU3223;SPC PA S     -    45,350.186   826,250.383   MT  1.00004213   +1 42 43.1
 JU3223;SPC PA S     -   148,786.40  2,710,789.80   sFT  1.00004213   +1 42 43.1
 JU3223;UTM  18      - 4,395,723.111   490,459.321   MT  0.99960112   -0 04 16.0
 JU3223
 JU3223                          SUPERSEDED SURVEY CONTROL
 JU3223
 JU3223  NAD 83(1991)-  39 42 40.74638(N)    075 06 40.69373(W) AD(       ) 4
 JU3223  NAD 83(1986)-  39 42 40.73958(N)    075 06 40.69590(W) AD(       ) 4
 JU3223  NAD 27      -  39 42 40.33800(N)    075 06 42.04700(W) AD(       ) 3
 JU3223
 JU3223.Superseded values are not recommended for survey control.
 JU3223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3223.See file dsdata.txt to determine how the superseded data were derived.
 JU3223
 JU3223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9045995723(NAD 83)
 JU3223_MARKER: 53 = ELEVATED TANK
 JU3223
 JU3223  HISTORY     - Date     Condition        Report By
 JU3223  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3223  HISTORY     - 1946     GOOD             CGS
 JU3223  HISTORY     - 19981114 MARK NOT FOUND   USPSQD
 JU3223
 JU3223                          STATION DESCRIPTION
 JU3223
 JU3223'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3223'THIS STATION IS THE CENTER OF THE MUNICIPAL WATER TANK ABOUT
 JU3223'200 FEET SW OF THE V-INTERSECTION OF MAIN STREET AND ROUTE
 JU3223'N.J. 47 (DELSEA DRIVE) IN THE NORTHERN PART OF GLASSBORO.  THE
 JU3223'TANK IS CYLINDRICAL WITH A FLAT TOP AND CONICAL BOTTOM.  IT HAS
 JU3223'A PLATFORM AND FENCE AROUND THE TOP.  IT IS SUPPORTED BY 10
 JU3223'STEEL LEGS AND IS ABOUT 125 FEET HIGH.  IT IS BLACK AND IS
 JU3223'LETTERED GLASSBORO ON N AND S SIDES.
 JU3223
 JU3223                          STATION RECOVERY (1946)
 JU3223
 JU3223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3223'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 JU3223'ADEQUATE.  THE FOLLOWING DELETION IS NECESSARY--
 JU3223'
 JU3223'DELETE - LETTERED GLASSBORO ON N AND S SIDES.
 JU3223
 JU3223                          STATION RECOVERY (1998)
 JU3223
 JU3223'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3224 ***********************************************************************
 JU3224  DESIGNATION -  GLASSBORO OWENS BOTTLE CO TANK
 JU3224  PID         -  JU3224
 JU3224  STATE/COUNTY-  NJ/GLOUCESTER
 JU3224  USGS QUAD   -  PITMAN EAST (1994)
 JU3224
 JU3224                         *CURRENT SURVEY CONTROL
 JU3224  ___________________________________________________________________
 JU3224* NAD 83(1996)-  39 41 50.56729(N)    075 07 16.16775(W)     ADJUSTED  
 JU3224* NAVD 88     -                                                        
 JU3224  ___________________________________________________________________
 JU3224  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 JU3224  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JU3224
 JU3224  HORZ ORDER  -  THIRD
 JU3224
 JU3224.The horizontal coordinates were established by classical geodetic methods
 JU3224.and adjusted by the National Geodetic Survey in September 1999..
 JU3224
 JU3224
 JU3224.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3224
 JU3224.The geoid height was determined by GEOID03.
 JU3224
 JU3224;                    North         East     Units Scale Factor Converg.
 JU3224;SPC NJ       -    96,101.772    96,728.670   MT  0.99993493   -0 23 48.3
 JU3224;SPC NJ       -   315,293.90    317,350.64   sFT  0.99993493   -0 23 48.3
 JU3224;SPC PA S     -    43,778.011   825,451.723   MT  1.00004527   +1 42 20.1
 JU3224;SPC PA S     -   143,628.36  2,708,169.53   sFT  1.00004527   +1 42 20.1
 JU3224;UTM  18      - 4,394,177.231   489,612.504   MT  0.99960133   -0 04 38.6
 JU3224
 JU3224                          SUPERSEDED SURVEY CONTROL
 JU3224
 JU3224  NAD 83(1991)-  39 41 50.56694(N)    075 07 16.16645(W) AD(       ) 4
 JU3224  NAD 83(1986)-  39 41 50.56031(N)    075 07 16.17062(W) AD(       ) 4
 JU3224  NAD 27      -  39 41 50.16700(N)    075 07 17.53000(W) AD(       ) 3
 JU3224
 JU3224.Superseded values are not recommended for survey control.
 JU3224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3224.See file dsdata.txt to determine how the superseded data were derived.
 JU3224
 JU3224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8961394177(NAD 83)
 JU3224_MARKER: 51 = TANK
 JU3224
 JU3224  HISTORY     - Date     Condition        Report By
 JU3224  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3224  HISTORY     - 1946     GOOD             CGS
 JU3224  HISTORY     - 19981114 MARK NOT FOUND   USPSQD
 JU3224
 JU3224                          STATION DESCRIPTION
 JU3224
 JU3224'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3224'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE TALL BLACK
 JU3224'WATER TANK AT THE PLANT OF THE OWENS BOTTLE COMPANY AT THE SW
 JU3224'CORNER OF SEWELL STREET AND THE ATLANTIC CITY RAILROAD.  THE
 JU3224'TANK IS ABOUT 175 FEET SW OF SEWELL STREET AND 125 FEET S OF THE
 JU3224'ATLANTIC CITY RAILROAD AND ABOUT 1/4 MILE E OF THE JUNCTION OF
 JU3224'THE ATLANTIC CITY RAILROAD AND PENNSYLVANIA RAILROAD.  IT IS
 JU3224'ABOUT 115 FEET HIGH, IS BLACK WITH SILVER TOP AND IS LETTERED
 JU3224'OWENS BOTTLES.  THERE ARE 5 TALL STACKS JUST S OF THE TANK.
 JU3224
 JU3224                          STATION RECOVERY (1946)
 JU3224
 JU3224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3224'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 JU3224'ADEQUATE EXCEPT FOR THE FOLLOWING--
 JU3224'
 JU3224'CHANGE - BLACK WATER TANK TO - SILVER WATER TANK.
 JU3224'
 JU3224'CHANGE - OWENS BOTTLE COMPANY TO - OWENS ILLINOIS GLASS COMPANY.
 JU3224'
 JU3224'CHANGE - IS BLACK WITH SILVER TOP TO - IS SILVER.
 JU3224'
 JU3224'DELETE - IS LETTERED OWENS BOTTLES.
 JU3224'
 JU3224'CHANGE - 5 TALL STACKS TO - 2 TALL STACKS.
 JU3224'
 JU3224'ADD - AND 5 VENTILATORS.
 JU3224
 JU3224                          STATION RECOVERY (1998)
 JU3224
 JU3224'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5821 ***********************************************************************
 KV5821  DESIGNATION -  GLEN GARDNER TANK
 KV5821  PID         -  KV5821
 KV5821  STATE/COUNTY-  NJ/HUNTERDON
 KV5821  USGS QUAD   -  HIGH BRIDGE (1970)
 KV5821
 KV5821                         *CURRENT SURVEY CONTROL
 KV5821  ___________________________________________________________________
 KV5821* NAD 83(1996)-  40 41 42.99539(N)    074 55 12.06297(W)     ADJUSTED  
 KV5821* NAVD 88     -                                                        
 KV5821  ___________________________________________________________________
 KV5821  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 KV5821  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KV5821
 KV5821  HORZ ORDER  -  THIRD
 KV5821
 KV5821.The horizontal coordinates were established by classical geodetic methods
 KV5821.and adjusted by the National Geodetic Survey in September 1999..
 KV5821
 KV5821
 KV5821.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5821
 KV5821.The geoid height was determined by GEOID03.
 KV5821
 KV5821;                    North         East     Units Scale Factor Converg.
 KV5821;SPC NJ       -   206,795.946   114,503.003   MT  0.99991550   -0 16 25.9
 KV5821;SPC NJ       -   678,463.03    375,665.27   sFT  0.99991550   -0 16 25.9
 KV5821;SPC PA S     -   155,057.109   839,145.854   MT  0.99996859   +1 50 09.9
 KV5821;SPC PA S     -   508,716.53  2,753,097.69   sFT  0.99996859   +1 50 09.9
 KV5821;UTM  18      - 4,504,933.834   506,757.536   MT  0.99960056   +0 03 07.7
 KV5821
 KV5821                          SUPERSEDED SURVEY CONTROL
 KV5821
 KV5821  NAD 83(1986)-  40 41 42.99409(N)    074 55 12.06560(W) AD(       ) 4
 KV5821  NAD 27      -  40 41 42.63300(N)    074 55 13.45900(W) AD(       ) 3
 KV5821
 KV5821.Superseded values are not recommended for survey control.
 KV5821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5821.See file dsdata.txt to determine how the superseded data were derived.
 KV5821
 KV5821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0675804934(NAD 83)
 KV5821_MARKER: 53 = ELEVATED TANK
 KV5821
 KV5821  HISTORY     - Date     Condition        Report By
 KV5821  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV5821
 KV5821                          STATION DESCRIPTION
 KV5821
 KV5821'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV5821'THIS STATION IS THE MT. KIPP SANATORIUM WATER TANK.  IT IS A
 KV5821'FOUR-LEGGED STEEL STRUCTURE ABOUT 150 FEET HIGH AND IS ABOUT
 KV5821'1-1/2 MILES SE OF THE VILLAGE OF GLEN GARDNER.  INTERSECTION
 KV5821'STATION.
 KV5821'
 KV5821'THE POINT OBSERVED UPON WAS THE BALL ON ITS TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2576 ***********************************************************************
 LY2576  DESIGNATION -  GLENWOOD CHURCH CUPOLA
 LY2576  PID         -  LY2576
 LY2576  STATE/COUNTY-  NJ/SUSSEX
 LY2576  USGS QUAD   -  PINE ISLAND (1969)
 LY2576
 LY2576                         *CURRENT SURVEY CONTROL
 LY2576  ___________________________________________________________________
 LY2576* NAD 83(1996)-  41 15 06.33720(N)    074 28 57.18173(W)     ADJUSTED  
 LY2576* NAVD 88     -                                                        
 LY2576  ___________________________________________________________________
 LY2576  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 LY2576  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 LY2576
 LY2576  HORZ ORDER  -  THIRD
 LY2576
 LY2576.The horizontal coordinates were established by classical geodetic methods
 LY2576.and adjusted by the National Geodetic Survey in September 1999..
 LY2576
 LY2576
 LY2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2576
 LY2576.The geoid height was determined by GEOID03.
 LY2576
 LY2576;                    North         East     Units Scale Factor Converg.
 LY2576;SPC NJ       -   268,504.497   151,462.372   MT  0.99990003   +0 00 41.4
 LY2576;SPC NJ       -   880,918.50    496,922.80   sFT  0.99990003   +0 00 41.4
 LY2576;SPC NY E     -   268,504.497   151,462.372   MT  0.99990003   +0 00 41.4
 LY2576;SPC NY E     -   880,918.50    496,922.80   sFT  0.99990003   +0 00 41.4
 LY2576;UTM  18      - 4,566,834.541   543,352.363   MT  0.99962313   +0 20 28.3
 LY2576
 LY2576                          SUPERSEDED SURVEY CONTROL
 LY2576
 LY2576  NAD 83(1996)-  41 15 06.33718(N)    074 28 57.18176(W) AD(       ) 4
 LY2576  NAD 83(1986)-  41 15 06.33983(N)    074 28 57.18177(W) AD(       ) 4
 LY2576  NAD 27      -  41 15 05.99896(N)    074 28 58.61261(W) AD(       ) 3
 LY2576
 LY2576.Superseded values are not recommended for survey control.
 LY2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2576.See file dsdata.txt to determine how the superseded data were derived.
 LY2576
 LY2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4335266835(NAD 83)
 LY2576
 LY2576  HISTORY     - Date     Condition        Report By
 LY2576  HISTORY     - 1942     MONUMENTED       CGS
 LY2576
 LY2576                          STATION DESCRIPTION
 LY2576
 LY2576'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2576'THE STATION IS THE FINIAL ON THE CUPOLA OF THE GLENWOOD CHURCH
 LY2576'WHICH IS LOCATED IN THE SMALL FARMING COMMUNITY OF GLENWOOD.  THE
 LY2576'CHURCH IS A WHITE WOODEN STRUCTURE WITH A CUPOLA ON ITS FRONT END
 LY2576'THAT IS SQUARE FOR ABOUT 15 FEET THEN IT IS SMALLER AND ROUND FOR
 LY2576'ABOUT 6 FEET--ON THE TOP OF THIS IS A HEXAGANAL HALF DOME WITH A
 LY2576'FINIAL PROJECTING FROM ITS CENTER.  THE BASE OF THE FINIAL WAS
 LY2576'THE POINT OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3187 ***********************************************************************
 JU3187  DESIGNATION -  GLOUCESTER CITY ARGO MILLS TWR
 JU3187  PID         -  JU3187
 JU3187  STATE/COUNTY-  NJ/CAMDEN
 JU3187  USGS QUAD   -  PHILADELPHIA (1994)
 JU3187
 JU3187                         *CURRENT SURVEY CONTROL
 JU3187  ___________________________________________________________________
 JU3187* NAD 83(1996)-  39 54 00.75186(N)    075 07 30.34183(W)     ADJUSTED  
 JU3187* NAVD 88     -                                                        
 JU3187  ___________________________________________________________________
 JU3187  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 JU3187  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JU3187
 JU3187  HORZ ORDER  -  THIRD
 JU3187
 JU3187.The horizontal coordinates were established by classical geodetic methods
 JU3187.and adjusted by the National Geodetic Survey in September 1999..
 JU3187
 JU3187
 JU3187.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3187
 JU3187.The geoid height was determined by GEOID03.
 JU3187
 JU3187;                    North         East     Units Scale Factor Converg.
 JU3187;SPC NJ       -   118,622.376    96,548.264   MT  0.99993516   -0 24 03.5
 JU3187;SPC NJ       -   389,180.25    316,758.76   sFT  0.99993516   -0 24 03.5
 JU3187;SPC PA S     -    66,278.831   824,444.866   MT  1.00000534   +1 42 10.9
 JU3187;SPC PA S     -   217,449.80  2,704,866.20   sFT  1.00000534   +1 42 10.9
 JU3187;UTM  18      - 4,416,688.961   489,306.403   MT  0.99960141   -0 04 48.9
 JU3187
 JU3187                          SUPERSEDED SURVEY CONTROL
 JU3187
 JU3187  NAD 83(1991)-  39 54 00.74645(N)    075 07 30.34270(W) AD(       ) 4
 JU3187  NAD 83(1986)-  39 54 00.74300(N)    075 07 30.34485(W) AD(       ) 4
 JU3187  NAD 27      -  39 54 00.34300(N)    075 07 31.70700(W) AD(       ) 3
 JU3187
 JU3187.Superseded values are not recommended for survey control.
 JU3187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3187.See file dsdata.txt to determine how the superseded data were derived.
 JU3187
 JU3187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8930616689(NAD 83)
 JU3187_MARKER: 55 = TOWER
 JU3187
 JU3187  HISTORY     - Date     Condition        Report By
 JU3187  HISTORY     - 1925     FIRST OBSERVED   USE
 JU3187  HISTORY     - 1935     GOOD             CGS
 JU3187  HISTORY     - 1946     GOOD             CGS
 JU3187  HISTORY     - 19941120 MARK NOT FOUND   USPSQD
 JU3187
 JU3187                          STATION DESCRIPTION
 JU3187
 JU3187'DESCRIBED BY US ENGINEERS 1925 (LDG)
 JU3187'LOCATED NEAR THE CORNER OF HUDSON AND ELLIS STREETS,
 JU3187'GLOUCESTER.  THIS IS AN INTERSECTION STATION OF THE UNITED STATES
 JU3187'ENGINEERS.
 JU3187
 JU3187                          STATION RECOVERY (1935)
 JU3187
 JU3187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 JU3187'IN GLOUCESTER, NEAR THE CORNER OF HUDSON AND ELLIS STREETS.  THE
 JU3187'FINIAL OF A 130-FOOT BELL TOWER ON A SQUARE BASE.  THE MILL IS
 JU3187'NOT IN OPERATION.
 JU3187
 JU3187                          STATION RECOVERY (1946)
 JU3187
 JU3187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3187'THE STATION RECOVERED IN FAIR CONDITION AS DESCRIBED IN THE 1935
 JU3187'RECOVERY NOTE BY E.B.R., EXCEPT FOR THE FOLLOWING CHANGE--
 JU3187'
 JU3187'THE PROPERTY IS NOW UNDER THE OWNERSHIP OF THE ARMSTRONG
 JU3187'CORK COMPANY.
 JU3187
 JU3187                          STATION RECOVERY (1994)
 JU3187
 JU3187'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU3187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3195 ***********************************************************************
 JU3195  DESIGNATION -  GLOUCESTER LANG PAPER CO STACK
 JU3195  PID         -  JU3195
 JU3195  STATE/COUNTY-  NJ/CAMDEN
 JU3195  USGS QUAD   -  PHILADELPHIA (1994)
 JU3195
 JU3195                         *CURRENT SURVEY CONTROL
 JU3195  ___________________________________________________________________
 JU3195* NAD 83(1996)-  39 53 27.36091(N)    075 07 39.02988(W)     ADJUSTED  
 JU3195* NAVD 88     -                                                        
 JU3195  ___________________________________________________________________
 JU3195  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 JU3195  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JU3195
 JU3195  HORZ ORDER  -  THIRD
 JU3195
 JU3195.The horizontal coordinates were established by classical geodetic methods
 JU3195.and adjusted by the National Geodetic Survey in September 1999..
 JU3195
 JU3195
 JU3195.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3195
 JU3195.The geoid height was determined by GEOID03.
 JU3195
 JU3195;                    North         East     Units Scale Factor Converg.
 JU3195;SPC NJ       -   117,594.058    96,334.664   MT  0.99993544   -0 24 08.8
 JU3195;SPC NJ       -   385,806.51    316,057.98   sFT  0.99993544   -0 24 08.8
 JU3195;SPC PA S     -    65,243.291   824,269.150   MT  1.00000690   +1 42 05.2
 JU3195;SPC PA S     -   214,052.36  2,704,289.70   sFT  1.00000690   +1 42 05.2
 JU3195;UTM  18      - 4,415,659.807   489,098.632   MT  0.99960146   -0 04 54.4
 JU3195
 JU3195                          SUPERSEDED SURVEY CONTROL
 JU3195
 JU3195  NAD 83(1991)-  39 53 27.35726(N)    075 07 39.03047(W) AD(       ) 4
 JU3195  NAD 83(1986)-  39 53 27.35349(N)    075 07 39.03311(W) AD(       ) 4
 JU3195  NAD 27      -  39 53 26.95000(N)    075 07 40.39400(W) AD(       ) 3
 JU3195
 JU3195.Superseded values are not recommended for survey control.
 JU3195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3195.See file dsdata.txt to determine how the superseded data were derived.
 JU3195
 JU3195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8909915660(NAD 83)
 JU3195_MARKER: 63 = STACK
 JU3195
 JU3195  HISTORY     - Date     Condition        Report By
 JU3195  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3195  HISTORY     - 1976     GOOD             NGS
 JU3195  HISTORY     - 19941120 GOOD             USPSQD
 JU3195  HISTORY     - 19980211 GOOD             USPSQD
 JU3195
 JU3195                          STATION DESCRIPTION
 JU3195
 JU3195'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3195'THIS STATION IS THE CENTER OF THE STACK AT THE LANG PAPER
 JU3195'COMPANY PLANT AT THE NW CORNER OF WATER STREET AND CHARLES
 JU3195'STREET.  IT IS ABOUT 100 FEET NE OF CHARLES STREET AND 100 FEET
 JU3195'W OF WATER STREET.  IT IS ABOUT 125 FEET HIGH AND THE LETTERS
 JU3195'P AND J CO. ARE INLAYED WITH YELLOW BRICK ON THE W SIDE.  THE
 JU3195'STACK IS RED BRICK.  IT SHOULD NOT BE CONFUSED WITH A SIMILAR
 JU3195'BUT SMALLER STACK ABOUT 100 FEET E.
 JU3195
 JU3195                          STATION RECOVERY (1976)
 JU3195
 JU3195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 JU3195'THE ORIGINAL DESCRIPTION IS ADEQUATE.  THE PRESENT OWNER IS GAF
 JU3195'FILM AND PLASTICS MANUFACTURER WHO ALSO OWNS A SILVER TANK NEAR
 JU3195'THE RED BRICK STACK.
 JU3195
 JU3195                          STATION RECOVERY (1994)
 JU3195
 JU3195'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU3195'RECOVERED IN GOOD CONDITION.
 JU3195
 JU3195                          STATION RECOVERY (1998)
 JU3195
 JU3195'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3055 ***********************************************************************
 JU3055  DESIGNATION -  GLOUCESTER MUNICIPAL STANDPIPE
 JU3055  PID         -  JU3055
 JU3055  STATE/COUNTY-  NJ/CAMDEN
 JU3055  USGS QUAD   -  CAMDEN (1995)
 JU3055
 JU3055                         *CURRENT SURVEY CONTROL
 JU3055  ___________________________________________________________________
 JU3055* NAD 83(1996)-  39 53 48.53171(N)    075 06 57.78654(W)     ADJUSTED  
 JU3055* NAVD 88     -                                                        
 JU3055  ___________________________________________________________________
 JU3055  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 JU3055  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JU3055
 JU3055  HORZ ORDER  -  THIRD
 JU3055
 JU3055.The horizontal coordinates were established by classical geodetic methods
 JU3055.and adjusted by the National Geodetic Survey in September 1999..
 JU3055
 JU3055
 JU3055.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3055
 JU3055.The geoid height was determined by GEOID03.
 JU3055
 JU3055;                    North         East     Units Scale Factor Converg.
 JU3055;SPC NJ       -   118,240.138    97,318.947   MT  0.99993416   -0 23 42.5
 JU3055;SPC NJ       -   387,926.19    319,287.25   sFT  0.99993416   -0 23 42.5
 JU3055;SPC PA S     -    65,925.120   825,229.118   MT  1.00000591   +1 42 32.0
 JU3055;SPC PA S     -   216,289.33  2,707,439.20   sFT  1.00000591   +1 42 32.0
 JU3055;UTM  18      - 4,416,311.169   490,078.956   MT  0.99960121   -0 04 28.0
 JU3055
 JU3055                          SUPERSEDED SURVEY CONTROL
 JU3055
 JU3055  NAD 83(1991)-  39 53 48.52903(N)    075 06 57.78903(W) AD(       ) 4
 JU3055  NAD 83(1986)-  39 53 48.52511(N)    075 06 57.79145(W) AD(       ) 4
 JU3055  NAD 27      -  39 53 48.12500(N)    075 06 59.15200(W) AD(       ) 3
 JU3055
 JU3055.Superseded values are not recommended for survey control.
 JU3055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3055.See file dsdata.txt to determine how the superseded data were derived.
 JU3055
 JU3055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9007916311(NAD 83)
 JU3055_MARKER: 52 = STANDPIPE TANK
 JU3055
 JU3055  HISTORY     - Date     Condition        Report By
 JU3055  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3055  HISTORY     - 1959     GOOD             CGS
 JU3055  HISTORY     - 19941120 GOOD             USPSQD
 JU3055  HISTORY     - 19980211 GOOD             USPSQD
 JU3055
 JU3055                          STATION DESCRIPTION
 JU3055
 JU3055'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3055'THIS STATION IS THE CENTER OF THE MUNICIPAL STANDPIPE ABOUT
 JU3055'100 FEET S OF PAUL STREET AND ABOUT 300 FEET E OF N BROWN
 JU3055'STREET.  IT IS A PLAIN BLACK CYLINDRICAL STEEL STANDPIPE ABOUT
 JU3055'115 FEET HIGH AND 30 FEET IN DIAMETER.
 JU3055
 JU3055                          STATION RECOVERY (1959)
 JU3055
 JU3055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GDB)
 JU3055'RECOVERED AS DESCRIBED.  THE PREVIOUS DESCRIPTION IS ADEQUATE.
 JU3055
 JU3055                          STATION RECOVERY (1994)
 JU3055
 JU3055'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU3055'RECOVERED IN GOOD CONDITION.
 JU3055
 JU3055                          STATION RECOVERY (1998)
 JU3055
 JU3055'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3194 ***********************************************************************
 JU3194  DESIGNATION -  GLOUCESTER P AND J TANK
 JU3194  PID         -  JU3194
 JU3194  STATE/COUNTY-  NJ/CAMDEN
 JU3194  USGS QUAD   -  PHILADELPHIA (1994)
 JU3194
 JU3194                         *CURRENT SURVEY CONTROL
 JU3194  ___________________________________________________________________
 JU3194* NAD 83(1996)-  39 53 26.25289(N)    075 07 40.16931(W)     ADJUSTED  
 JU3194* NAVD 88     -                                                        
 JU3194  ___________________________________________________________________
 JU3194  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 JU3194  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JU3194
 JU3194  HORZ ORDER  -  THIRD
 JU3194
 JU3194.The horizontal coordinates were established by classical geodetic methods
 JU3194.and adjusted by the National Geodetic Survey in September 1999..
 JU3194
 JU3194
 JU3194.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3194
 JU3194.The geoid height was determined by GEOID03.
 JU3194
 JU3194;                    North         East     Units Scale Factor Converg.
 JU3194;SPC NJ       -   117,560.077    96,307.355   MT  0.99993548   -0 24 09.5
 JU3194;SPC NJ       -   385,695.02    315,968.38   sFT  0.99993548   -0 24 09.5
 JU3194;SPC PA S     -    65,208.328   824,243.105   MT  1.00000695   +1 42 04.5
 JU3194;SPC PA S     -   213,937.66  2,704,204.25   sFT  1.00000695   +1 42 04.5
 JU3194;UTM  18      - 4,415,625.686   489,071.523   MT  0.99960147   -0 04 55.1
 JU3194
 JU3194                          SUPERSEDED SURVEY CONTROL
 JU3194
 JU3194  NAD 83(1991)-  39 53 26.24848(N)    075 07 40.17505(W) AD(       ) 4
 JU3194  NAD 83(1986)-  39 53 26.24336(N)    075 07 40.17679(W) AD(       ) 4
 JU3194  NAD 27      -  39 53 25.84200(N)    075 07 41.53800(W) AD(       ) 3
 JU3194
 JU3194.Superseded values are not recommended for survey control.
 JU3194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3194.See file dsdata.txt to determine how the superseded data were derived.
 JU3194
 JU3194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8907215626(NAD 83)
 JU3194_MARKER: 51 = TANK
 JU3194
 JU3194  HISTORY     - Date     Condition        Report By
 JU3194  HISTORY     - 1925     FIRST OBSERVED   CGS
 JU3194  HISTORY     - 1933     GOOD             CGS
 JU3194  HISTORY     - 1946     GOOD             CGS
 JU3194  HISTORY     - 1976     GOOD             NGS
 JU3194  HISTORY     - 19941120 GOOD             USPSQD
 JU3194  HISTORY     - 19980211 GOOD             USPSQD
 JU3194
 JU3194                          STATION DESCRIPTION
 JU3194
 JU3194'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3194'LOCATED ON KING STREET JUST BELOW SIXTH STREET, GLOUCESTER.  IT
 JU3194'WAS ORIGINALLY OWNED BY PUSEY AND JONES BUT IS NOW OWNED BY
 JU3194'PHILADELPHIA TIDEWATER TERMINAL.  THIS IS A UNITED STATES ENGINEERS
 JU3194'INTERSECTION STATION.
 JU3194
 JU3194                          STATION RECOVERY (1933)
 JU3194
 JU3194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3194'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE TALL
 JU3194'BLACK WATER TANK AT THE LANG PAPER COMPANY PLANT AT THE NW
 JU3194'CORNER OF WATER STREET AND CHARLES STREET.  THE TANK IS ABOUT 75
 JU3194'FEET NE OF CHARLES STREET AND ABOUT 150 FEET W OF WATER
 JU3194'STREET.  IT IS ABOUT 150 FEET HIGH AND IS VERY PROMINENT.  IT
 JU3194'IS LETTERED LANG ON THE E AND W SIDES.
 JU3194
 JU3194                          STATION RECOVERY (1946)
 JU3194
 JU3194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3194'RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION ADEQUATE.
 JU3194'
 JU3194'THIS IS THE SAME AS PUSEY AND JONES TANK, L.D.G., 1925.
 JU3194
 JU3194                          STATION RECOVERY (1976)
 JU3194
 JU3194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 JU3194'THE TANK WAS RECOVERED IN GOOD CONDITION.  IT IS NOW PAINTED
 JU3194'SILVER WITH THE RED LETTERS GAF PAINTED IN RED ON THE WEST
 JU3194'SIDE.  GAF IS A FILM AND PLASTICS MANUFACTURER WHO OWNS AND
 JU3194'MAINTAINS THE TANK AND SITE.
 JU3194
 JU3194                          STATION RECOVERY (1994)
 JU3194
 JU3194'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU3194'RECOVERED IN GOOD CONDITION.
 JU3194
 JU3194                          STATION RECOVERY (1998)
 JU3194
 JU3194'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3048 ***********************************************************************
 JU3048  DESIGNATION -  GLOUCESTER ST MARYS CH SPIRE
 JU3048  PID         -  JU3048
 JU3048  STATE/COUNTY-  NJ/CAMDEN
 JU3048  USGS QUAD   -  CAMDEN (1995)
 JU3048
 JU3048                         *CURRENT SURVEY CONTROL
 JU3048  ___________________________________________________________________
 JU3048* NAD 83(1996)-  39 53 47.89411(N)    075 07 16.37839(W)     ADJUSTED  
 JU3048* NAVD 88     -                                                        
 JU3048  ___________________________________________________________________
 JU3048  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 JU3048  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JU3048
 JU3048  HORZ ORDER  -  THIRD
 JU3048
 JU3048.The horizontal coordinates were established by classical geodetic methods
 JU3048.and adjusted by the National Geodetic Survey in September 1999..
 JU3048
 JU3048
 JU3048.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3048
 JU3048.The geoid height was determined by GEOID03.
 JU3048
 JU3048;                    North         East     Units Scale Factor Converg.
 JU3048;SPC NJ       -   118,223.533    96,877.178   MT  0.99993473   -0 23 54.5
 JU3048;SPC NJ       -   387,871.71    317,837.87   sFT  0.99993473   -0 23 54.5
 JU3048;SPC PA S     -    65,892.305   824,788.226   MT  1.00000594   +1 42 19.9
 JU3048;SPC PA S     -   216,181.67  2,705,992.70   sFT  1.00000594   +1 42 19.9
 JU3048;UTM  18      - 4,416,292.098   489,637.434   MT  0.99960132   -0 04 39.9
 JU3048
 JU3048                          SUPERSEDED SURVEY CONTROL
 JU3048
 JU3048  NAD 83(1991)-  39 53 47.88889(N)    075 07 16.37928(W) AD(       ) 4
 JU3048  NAD 83(1986)-  39 53 47.88564(N)    075 07 16.38165(W) AD(       ) 4
 JU3048  NAD 27      -  39 53 47.48200(N)    075 07 17.74200(W) AD(       ) 3
 JU3048
 JU3048.Superseded values are not recommended for survey control.
 JU3048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3048.See file dsdata.txt to determine how the superseded data were derived.
 JU3048
 JU3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8963716292(NAD 83)
 JU3048_MARKER: 91 = CHURCH CROSS
 JU3048
 JU3048  HISTORY     - Date     Condition        Report By
 JU3048  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3048  HISTORY     - 1976     GOOD             NGS
 JU3048  HISTORY     - 19941120 GOOD             USPSQD
 JU3048  HISTORY     - 19980211 MARK NOT FOUND   USPSQD
 JU3048
 JU3048                          STATION DESCRIPTION
 JU3048
 JU3048'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3048'THIS STATION IS THE CROSS ON THE SPIRE OF THE SAINT MARYS
 JU3048'CATHOLIC CHURCH AT THE SW CORNER OF MONMOUTH AVENUE AND
 JU3048'ATLANTIC STREET FACING MONMOUTH AVENUE.  THE CHURCH IS A GRAY
 JU3048'STONE BUILDING WITH BELFRY RISING ABOVE THE NE CORNER.  AN
 JU3048'OCTAGONAL GRAY SPIRE RISES ABOUT 60 FEET ABOVE THE TOP OF THE
 JU3048'BELFRY.  THE SPIRE HAS A LARGE LOUVERED DORMER OPENING ON FOUR
 JU3048'SIDES WITH A GOLD CROSS AT THE BASE OF THE SPIRE BELOW EACH
 JU3048'OPENING.  THE CORNERS OF THE SPIRE ARE GREEN.  THERE IS A GOLD
 JU3048'CROSS AT THE TOP.  THE BUILDING WAS ERECTED IN 1888.
 JU3048
 JU3048                          STATION RECOVERY (1976)
 JU3048
 JU3048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 JU3048'THE SPIRE AND CROSS WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JU3048
 JU3048                          STATION RECOVERY (1994)
 JU3048
 JU3048'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU3048'RECOVERED IN GOOD CONDITION.
 JU3048
 JU3048                          STATION RECOVERY (1998)
 JU3048
 JU3048'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3189 ***********************************************************************
 JU3189  DESIGNATION -  GLOUCESTER WELSBACH CO TANK
 JU3189  PID         -  JU3189
 JU3189  STATE/COUNTY-  NJ/CAMDEN
 JU3189  USGS QUAD   -  PHILADELPHIA (1994)
 JU3189
 JU3189                         *CURRENT SURVEY CONTROL
 JU3189  ___________________________________________________________________
 JU3189* NAD 83(1996)-  39 54 13.21154(N)    075 07 29.29130(W)     ADJUSTED  
 JU3189* NAVD 88     -                                                        
 JU3189  ___________________________________________________________________
 JU3189  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 JU3189  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JU3189
 JU3189  HORZ ORDER  -  THIRD
 JU3189
 JU3189.The horizontal coordinates were established by classical geodetic methods
 JU3189.and adjusted by the National Geodetic Survey in September 1999..
 JU3189
 JU3189
 JU3189.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3189
 JU3189.The geoid height was determined by GEOID03.
 JU3189
 JU3189;                    North         East     Units Scale Factor Converg.
 JU3189;SPC NJ       -   119,006.454    96,575.905   MT  0.99993513   -0 24 03.0
 JU3189;SPC NJ       -   390,440.34    316,849.45   sFT  0.99993513   -0 24 03.0
 JU3189;SPC PA S     -    66,663.691   824,458.389   MT  1.00000477   +1 42 11.6
 JU3189;SPC PA S     -   218,712.46  2,704,910.56   sFT  1.00000477   +1 42 11.6
 JU3189;UTM  18      - 4,417,073.059   489,331.885   MT  0.99960140   -0 04 48.2
 JU3189
 JU3189                          SUPERSEDED SURVEY CONTROL
 JU3189
 JU3189  NAD 83(1991)-  39 54 13.20632(N)    075 07 29.29193(W) AD(       ) 4
 JU3189  NAD 83(1986)-  39 54 13.20273(N)    075 07 29.29431(W) AD(       ) 4
 JU3189  NAD 27      -  39 54 12.80200(N)    075 07 30.65500(W) AD(       ) 3
 JU3189
 JU3189.Superseded values are not recommended for survey control.
 JU3189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3189.See file dsdata.txt to determine how the superseded data were derived.
 JU3189
 JU3189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8933217073(NAD 83)
 JU3189_MARKER: 53 = ELEVATED TANK
 JU3189
 JU3189  HISTORY     - Date     Condition        Report By
 JU3189  HISTORY     - 1925     FIRST OBSERVED   CGS
 JU3189  HISTORY     - 1933     GOOD             CGS
 JU3189  HISTORY     - 1935     GOOD             CGS
 JU3189  HISTORY     - 1976     GOOD             NGS
 JU3189  HISTORY     - 19941120 MARK NOT FOUND   USPSQD
 JU3189  HISTORY     - 19980211 MARK NOT FOUND   USPSQD
 JU3189
 JU3189                          STATION DESCRIPTION
 JU3189
 JU3189'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3189'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE TALL BLACK
 JU3189'WATER TANK AT THE WELSBACH COMPANY PLANT AT THE NW CORNER OF
 JU3189'ELLIS AVENUE AND ESSEX AVENUE.  THE TANK IS ABOUT 125 FEET
 JU3189'HIGH.  IT IS NEAR THE SW CORNER OF THE PLANT.  IT IS LETTERED
 JU3189'WELSBACH IN SCRIPT LETTERS.
 JU3189
 JU3189                          STATION RECOVERY (1935)
 JU3189
 JU3189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 JU3189'AT GLOUCESTER, BETWEEN ESSEX AND WARREN STREETS, THE FINIAL
 JU3189'OF A 125-FOOT BLACK CIRCULAR WATER TANK ON A STEEL STRUCTURE.  THE
 JU3189'TANK BEARS THE NAME WELSBACH COMPANY.
 JU3189
 JU3189                          STATION RECOVERY (1976)
 JU3189
 JU3189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 JU3189'THE TANK IS BELIEVED TO BE THE SAME AS DESCRIBED BY L.D.G. IN
 JU3189'1925.  IT HAS ARMSTRONG LETTERED ON THE WEST SIDE OF THE TANK.  THE
 JU3189'TANK STANDS ALONE.  THERE IS NO OTHER PROMINENT TANK OR STACK
 JU3189'ON THE PROPERTY.
 JU3189'
 JU3189'THIS STATION IS BELOW THE WALT WHITMAN BRIDGE ABOUT 700 FEET
 JU3189'FROM THE WATER AND 500 FEET FROM THE BRIDGE.
 JU3189
 JU3189                          STATION RECOVERY (1994)
 JU3189
 JU3189'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU3189'MARK NOT FOUND.
 JU3189
 JU3189                          STATION RECOVERY (1998)
 JU3189
 JU3189'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4440 ***********************************************************************
 JU4440  DESIGNATION -  GM 11
 JU4440  PID         -  JU4440
 JU4440  STATE/COUNTY-  NJ/OCEAN
 JU4440  USGS QUAD   -  FORKED RIVER (1989)
 JU4440
 JU4440                         *CURRENT SURVEY CONTROL
 JU4440  ___________________________________________________________________
 JU4440* NAD 83(1996)-  39 47 44.55825(N)    074 14 11.39030(W)     ADJUSTED  
 JU4440* NAVD 88     -        21.7    (meters)      71.     (feet)  GPS OBS   
 JU4440  ___________________________________________________________________
 JU4440  X           -   1,333,138.634 (meters)                     COMP
 JU4440  Y           -  -4,722,692.533 (meters)                     COMP
 JU4440  Z           -   4,060,576.284 (meters)                     COMP
 JU4440  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 JU4440  ELLIP HEIGHT-         -11.41  (meters)          (10/23/02) GPS OBS
 JU4440  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU4440
 JU4440  HORZ ORDER  -  FIRST
 JU4440  ELLP ORDER  -  FOURTH    CLASS I
 JU4440
 JU4440.The horizontal coordinates were established by GPS observations
 JU4440.and adjusted by the National Geodetic Survey in May 1999..
 JU4440
 JU4440.The orthometric height was determined by GPS observations and a
 JU4440.high-resolution geoid model.
 JU4440
 JU4440.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4440
 JU4440.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4440
 JU4440.The ellipsoidal height was determined by GPS observations
 JU4440.and is referenced to NAD 83.
 JU4440
 JU4440.The geoid height was determined by GEOID03.
 JU4440
 JU4440;                    North         East     Units Scale Factor Converg.
 JU4440;SPC NJ       -   106,867.094   172,566.181   MT  0.99990627   +0 10 07.2
 JU4440;SPC NJ       -   350,613.12    566,160.88   sFT  0.99990627   +0 10 07.2
 JU4440;UTM  18      - 4,405,362.265   565,366.514   MT  0.99965260   +0 29 19.3
 JU4440
 JU4440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4440!SPC NJ       -   1.00000179  x   0.99990627  =   0.99990806
 JU4440!UTM  18      -   1.00000179  x   0.99965260  =   0.99965439
 JU4440
 JU4440                          SUPERSEDED SURVEY CONTROL
 JU4440
 JU4440  ELLIP H (05/14/99)  -11.43   (m)                       GP(       ) 4 1
 JU4440  NAD 83(1992)-  39 47 44.55474(N)    074 14 11.38926(W) AD(       ) 1
 JU4440  ELLIP H (04/25/94)  -11.43   (m)                       GP(       ) 3 1
 JU4440
 JU4440.Superseded values are not recommended for survey control.
 JU4440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4440.See file dsdata.txt to determine how the superseded data were derived.
 JU4440
 JU4440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6536705362(NAD 83)
 JU4440_MARKER: DD = SURVEY DISK
 JU4440_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4440_SP_SET: CONCRETE BRIDGE SIDEWALK
 JU4440_STAMPING: GM 11 1990
 JU4440_MARK LOGO: NJHA  
 JU4440_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4440+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2006
 JU4440
 JU4440  HISTORY     - Date     Condition        Report By
 JU4440  HISTORY     - 1990     MONUMENTED       NJHA
 JU4440  HISTORY     - 19930518 GOOD
 JU4440  HISTORY     - 20060104 GOOD             INDIV
 JU4440  HISTORY     - 20060120 GOOD             INDIV
 JU4440
 JU4440                          STATION DESCRIPTION
 JU4440
 JU4440'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1990
 JU4440'THE STATION IS LOCATED IN OCEAN TOWNSHIP ON THE SOUTH SIDEWALK OF THE
 JU4440'BRIDGE CARRYING WARETOWN ROAD, ROUTE 532, OVER THE GARDEN STATE
 JU4440'PARKWAY AT INTERCHANGE 69.  TO REACH THE STATION FROM THE GARDEN
 JU4440'STATE PARKWAY NORTHBOUND, TAKE EXIT 69 TO COUNTY ROUTE 532, WARETOWN
 JU4440'ROAD, TURN LEFT, GO 0.15 MI (0.24 KM) WEST ON ROUTE 532 TO THE
 JU4440'STATION ON THE LEFT, SET FLUSH WITH THE SIDEWALK NEAR THE EAST END OF
 JU4440'THE BRIDGE OVER THE GARDEN STATE PARKWAY SOUTHBOUND LANES. THE
 JU4440'STATION IS 11.5 FT (3.5 M) WEST NORTHWEST FROM THE EAST ABUTMENT
 JU4440'JOINT IN THE SIDEWALK AND 1.5 FT (0.5 M) SOUTH SOUTHWEST FROM THE
 JU4440'SOUTH CURB OF WARETOWN ROAD.
 JU4440
 JU4440                          STATION RECOVERY (1993)
 JU4440
 JU4440'RECOVERED 1993
 JU4440'RECOVERED IN GOOD CONDITION.
 JU4440
 JU4440                          STATION RECOVERY (2006)
 JU4440
 JU4440'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 JU4440'RECOVERED IN GOOD CONDITION.
 JU4440'NOTE BRIDGE UNDER CONSTRUCTION AT THIS TIME, MARKER UNDISTURBED AT
 JU4440'THIS TIME.
 JU4440
 JU4440                          STATION RECOVERY (2006)
 JU4440
 JU4440'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JFS)
 JU4440'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4441 ***********************************************************************
 JU4441  DESIGNATION -  GM 18
 JU4441  PID         -  JU4441
 JU4441  STATE/COUNTY-  NJ/OCEAN
 JU4441  USGS QUAD   -  BROOKVILLE (1972)
 JU4441
 JU4441                         *CURRENT SURVEY CONTROL
 JU4441  ___________________________________________________________________
 JU4441* NAD 83(1996)-  39 45 33.52065(N)    074 15 03.54956(W)     ADJUSTED  
 JU4441* NAVD 88     -        44.4    (meters)     146.     (feet)  GPS OBS   
 JU4441  ___________________________________________________________________
 JU4441  X           -   1,332,650.892 (meters)                     COMP
 JU4441  Y           -  -4,725,534.910 (meters)                     COMP
 JU4441  Z           -   4,057,484.783 (meters)                     COMP
 JU4441  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 JU4441  ELLIP HEIGHT-          11.22  (meters)          (10/23/02) GPS OBS
 JU4441  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JU4441
 JU4441  HORZ ORDER  -  FIRST
 JU4441  ELLP ORDER  -  FOURTH    CLASS I
 JU4441
 JU4441.The horizontal coordinates were established by GPS observations
 JU4441.and adjusted by the National Geodetic Survey in May 1999..
 JU4441
 JU4441.The orthometric height was determined by GPS observations and a
 JU4441.high-resolution geoid model.
 JU4441
 JU4441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4441
 JU4441.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4441
 JU4441.The ellipsoidal height was determined by GPS observations
 JU4441.and is referenced to NAD 83.
 JU4441
 JU4441.The geoid height was determined by GEOID03.
 JU4441
 JU4441;                    North         East     Units Scale Factor Converg.
 JU4441;SPC NJ       -   102,822.508   171,336.616   MT  0.99990560   +0 09 33.3
 JU4441;SPC NJ       -   337,343.51    562,126.88   sFT  0.99990560   +0 09 33.3
 JU4441;UTM  18      - 4,401,311.907   564,159.859   MT  0.99965068   +0 28 44.6
 JU4441
 JU4441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4441!SPC NJ       -   0.99999824  x   0.99990560  =   0.99990384
 JU4441!UTM  18      -   0.99999824  x   0.99965068  =   0.99964892
 JU4441
 JU4441                          SUPERSEDED SURVEY CONTROL
 JU4441
 JU4441  NAD 83(1992)-  39 45 33.51718(N)    074 15 03.54844(W) AD(       ) 1
 JU4441  ELLIP H (04/25/94)   11.21   (m)                       GP(       ) 3 1
 JU4441
 JU4441.Superseded values are not recommended for survey control.
 JU4441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4441.See file dsdata.txt to determine how the superseded data were derived.
 JU4441
 JU4441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6416001312(NAD 83)
 JU4441_MARKER: DD = SURVEY DISK
 JU4441_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU4441_SP_SET: BRIDGE ABUTMENT
 JU4441_STAMPING: GM 18 1990
 JU4441_MARK LOGO: NJHA  
 JU4441_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4441+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2004
 JU4441
 JU4441  HISTORY     - Date     Condition        Report By
 JU4441  HISTORY     - 1990     MONUMENTED       NJHA
 JU4441  HISTORY     - 19930518 GOOD
 JU4441  HISTORY     - 20040216 GOOD             GRAGEL
 JU4441
 JU4441                          STATION DESCRIPTION
 JU4441
 JU4441'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1990
 JU4441'THE STATION IS LOCATED IN BARNEGAT TOWNSHIP ON THE SOUTH SIDEWALK OF
 JU4441'THE BRIDGE CARRYING WEST BAY AVENUE OVER THE GARDEN STATE PARKWAY AT
 JU4441'INTERCHANGE 67.  TO REACH THE STATION FROM THE GARDEN STATE PARKWAY
 JU4441'SOUTHBOUND, TAKE EXIT 67, TURN LEFT ON WEST BAY AVENUE, ALSO KNOWN AS
 JU4441'COUNTY ROUTE 554, GO EAST ON WEST BAY AVENUE 0.1 MI (0.2 KM) TO THE
 JU4441'STATION ON THE RIGHT, SET FLUSH TO THE SIDEWALK IN THE ABUTMENT AT
 JU4441'THE EAST END OF THE BRIDGE OVER THE SOUTHBOUND LANES.  THE STATION IS
 JU4441'1.3 FT (0.4 M) SOUTHEAST FROM THE EAST ABUTMENT JOINT, 1.5 FT
 JU4441'(0.5 M) SOUTHWEST FROM THE SOUTH CURB OF WEST BAY AVENUE.
 JU4441
 JU4441                          STATION RECOVERY (1993)
 JU4441
 JU4441'RECOVERED 1993
 JU4441'RECOVERED IN GOOD CONDITION.
 JU4441
 JU4441                          STATION RECOVERY (2004)
 JU4441
 JU4441'RECOVERY NOTE BY GRAVATT GELLER AND ASSOCIATES 2004 (RWS)
 JU4441'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5781 ***********************************************************************
 KV5781  DESIGNATION -  GOAT HILL
 KV5781  PID         -  KV5781
 KV5781  STATE/COUNTY-  NJ/HUNTERDON
 KV5781  USGS QUAD   -  LAMBERTVILLE (1995)
 KV5781
 KV5781                         *CURRENT SURVEY CONTROL
 KV5781  ___________________________________________________________________
 KV5781* NAD 83(1996)-  40 20 44.94503(N)    074 56 15.71708(W)     ADJUSTED  
 KV5781* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 KV5781  ___________________________________________________________________
 KV5781  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 KV5781  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KV5781
 KV5781  HORZ ORDER  -  FIRST
 KV5781
 KV5781.The horizontal coordinates were established by classical geodetic methods
 KV5781.and adjusted by the National Geodetic Survey in September 1999..
 KV5781
 KV5781.The orthometric height was scaled from a topographic map.
 KV5781
 KV5781.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5781
 KV5781.The geoid height was determined by GEOID03.
 KV5781
 KV5781;                    North         East     Units Scale Factor Converg.
 KV5781;SPC NJ       -   168,001.451   112,816.070   MT  0.99991701   -0 17 00.1
 KV5781;SPC NJ       -   551,184.76    370,130.72   sFT  0.99991701   -0 17 00.1
 KV5781;SPC PA S     -   116,225.044   838,887.696   MT  0.99996117   +1 49 28.6
 KV5781;SPC PA S     -   381,315.00  2,752,250.72   sFT  0.99996117   +1 49 28.6
 KV5781;UTM  18      - 4,466,142.653   505,291.055   MT  0.99960034   +0 02 25.2
 KV5781
 KV5781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5781!SPC NJ       -   0.99998386  x   0.99991701  =   0.99990087
 KV5781!SPC PA S     -   0.99998386  x   0.99996117  =   0.99994503
 KV5781!UTM  18      -   0.99998386  x   0.99960034  =   0.99958421
 KV5781
 KV5781                          SUPERSEDED SURVEY CONTROL
 KV5781
 KV5781  NAD 83(1986)-  40 20 44.94269(N)    074 56 15.71979(W) AD(       ) 1
 KV5781  NAD 27      -  40 20 44.55100(N)    074 56 17.12000(W) AD(       ) 1
 KV5781
 KV5781.Superseded values are not recommended for survey control.
 KV5781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5781.See file dsdata.txt to determine how the superseded data were derived.
 KV5781
 KV5781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0529166143(NAD 83)
 KV5781
 KV5781  HISTORY     - Date     Condition        Report By
 KV5781  HISTORY     - UNK      MONUMENTED
 KV5781  HISTORY     - 1887     GOOD             CGS
 KV5781  HISTORY     - 1928     GOOD             CGS
 KV5781  HISTORY     - 1929     SEE DESCRIPTION  CGS
 KV5781  HISTORY     - 1975     GOOD             NGS
 KV5781
 KV5781                          STATION DESCRIPTION
 KV5781
 KV5781'DESCRIBED BY COAST AND GEODETIC SURVEY 1887
 KV5781'ON THE SUMMIT OF THE HILL OF THAT NAME, LOCATED ON THE E SIDE
 KV5781'OF DELAWARE RIVER ABOUT 1 MILE S OF LAMBERTVILLE, AND 0.3 MILE
 KV5781'FROM THE SHORE.  THE STATION IS ABOUT 1/4 MILE E OF THE RIVER
 KV5781'ROAD AND 5/8 MILE W OF A ROAD LEADING FROM LAMBERTVILLE TO BELLE
 KV5781'MOUNTAIN AND THENCE TO MOORE RAILROAD STATION.  THE LAND BELONGS
 KV5781'TO WM. T. BAINBRIDGE WHOSE HOUSE IS ON THE W SIDE OF THE ROAD
 KV5781'LAST MENTIONED AND 5/8 MILE E BY N FROM THE STATION POINT.  THE
 KV5781'LATTER IS MARKED BY TWO 6- BY 6-INCH STONE POSTS, EACH 2 FEET
 KV5781'LONG, SET ONE OVER THE OTHER, WITH A STONE SLAB 2 INCHES
 KV5781'THICK AND A LAYER OF EARTH 4 INCHES THICK INTERVENING.  BOTH
 KV5781'MAIN STONES HAVE DIAGONAL CROSS LINES CUT ON THEIR TOP AND THE
 KV5781'UPPER ONE PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  THE
 KV5781'LOWER STONE IS TO BE REFERRED TO ONLY IN CASE OF THE
 KV5781'DESTRUCTION OR REMOVAL OF THE UPPER ONE.
 KV5781'
 KV5781'FOUR REFERENCE MARKS, EACH A 6-INCH CROSS CUT IN ROCK, ARE
 KV5781'LOCATED AS FOLLOWS--NO.1 IS 205-1/4 FEET NE 1/2 N FROM THE
 KV5781'STATION, ON THE NORTHERN EXTREMITY OF FLAT ROCK.  NO.2 IS ON THE
 KV5781'SOUTHERN EXTREMITY OF PROSPECT ROCK, 346-5/12 FEET SW FROM THE
 KV5781'STATION.  NO.3 IS ON MORRIS ROCK, 32-5/12 FEET E BY S 1/2 S FROM
 KV5781'THE STATION.  NO.4 IS ON A SMALL UNNAMED ROCK, 17-11/12 FEET N
 KV5781'BY E FROM THE STATION.
 KV5781
 KV5781                          STATION RECOVERY (1928)
 KV5781
 KV5781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (CAS)
 KV5781'THE SURFACE MARK AND REFERENCE POINTS 3 AND 4 WERE RECOVERED,
 KV5781'APPARENTLY AS DESCRIBED.  THE UNDERGROUND MARK WAS NOT DUG FOR
 KV5781'SINCE THE SURFACE MARK WAS UNDISTURBED.  A STONE CAIRN WAS PILED
 KV5781'UP AROUND THE STATION MARK TO AID IN FINDING IT IN THE
 KV5781'FUTURE.  THE MARK IS ON PROPERTY OWNED BY THE DYER QUARRY
 KV5781'COMPANY, ADDRESS UNKNOWN.
 KV5781
 KV5781                          STATION RECOVERY (1929)
 KV5781
 KV5781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (CMT)
 KV5781'STATION IS IN WEST AMWELL TOWNSHIP ABOUT 2 MILES S OF LAMBERTVILLE
 KV5781'ON THE E SIDE OF THE RIVER ROAD LEADING FROM LAMBERTVILLE TO
 KV5781'MOORES STATION.  IT IS ON THE SUMMIT OF GOAT HILL ON LAND OWNED
 KV5781'BY THE DYER QUARRY COMPANY.
 KV5781'
 KV5781'STATION WAS RE-MARKED AT THE SURFACE WITH A STANDARD DISK
 KV5781'CEMENTED IN A DRILL HOLE IN A BOULDER AND FOR THE UNDERGROUND MARK
 KV5781'A 1/4-INCH BRONZE SPIKE WAS SET IN THE CENTER OF THE OLD STONE
 KV5781'POST AND ALLOWED TO PROJECT 1/4 INCH ABOVE IT.
 KV5781'
 KV5781'REFERENCE MARKS ESTABLISHED WERE STANDARD BRONZE DISKS SET
 KV5781'IN LARGE BOULDERS.  REFERENCE MARK NO.1 IS 10.97 METERS BEARING
 KV5781'S 20 DEG E.  REFERENCE MARK NO.2 IS 19.33 METERS, BEARING S
 KV5781'66 DEG 30 MIN W.
 KV5781'
 KV5781'TO REACH STATION FROM LAMBERTVILLE, GO E ON BRIDGE STREET TO
 KV5781'END OF STREET.  HERE TURN RIGHT ON FRANKLIN STREET, PASS QUARRY
 KV5781'STREET AND CROSS CEMENT BRIDGE.  JUST AFTER PASSING OVER BRIDGE
 KV5781'TURN LEFT ON SWAN STREET.  FOLLOW SWAN STREET TO THE TOP OF FIRST
 KV5781'RISE THEN TURN RIGHT ON STUDDIFORD STREET AND FROM THE
 KV5781'INTERSECTION OF STUDDIFORD AND SWAN STREETS KEEP STRAIGHT AHEAD
 KV5781'FOR 1.2 MILES TO THE FARM OF GEO. BUTCHER (FORMERLY WM. T.
 KV5781'BAINBRIDGES).  FROM THE FARMYARD OF MR. BUTCHERS THE HILL IS IN
 KV5781'PLAIN VIEW ABOUT 1/4 MILE TO THE WESTWARD.  TO REACH FROM HIS
 KV5781'HOUSE FOLLOW LANE FROM BEHIND HIS BARN TO EDGE OF WOODS.  HERE
 KV5781'BEAR LEFT ALONG FENCE TO EDGE OF HIGH TREES.  PASS THROUGH
 KV5781'FENCE, SKIRT THE HIGH TREES AND BEAR AROUND TO RIGHT THROUGH
 KV5781'OPEN PIECE OF GROUND, KEEPING ALONG THE EDGE OF THE WOODS.  AT
 KV5781'THE NORTHERN END OF THE OPEN GROUND AN OLD DIM ROAD
 KV5781'CAN BE PICKED UP, THAT GOES THROUGH A FENCE AND OVER THE
 KV5781'SUMMIT OF THE HILL PASSING ABOUT 4 FEET N OF THE STATION MARK
 KV5781'ON THE SUMMIT.
 KV5781
 KV5781                          STATION RECOVERY (1975)
 KV5781
 KV5781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 KV5781'STATION IS ABOUT 1-1/2 MILES SOUTH OF LAMBERTVILLE ON THE EAST
 KV5781'SIDE OF HWY. 29 (RIVER ROAD) LEADING FROM LAMBERTVILLE TO
 KV5781'TRENTON.  IT IS ON THE SUMMIT OF GOAT HILL ON LAND OWNED BY THE
 KV5781'BOY SCOUTS OF AMERICA.  STATION, REFERENCE MARKS NO. 1 AND 2 ALL
 KV5781'RECOVERED IN GOOD CONDITION.  STATION IS A STANDARD DISK SET
 KV5781'IN A DRILL HOLE IN A LARGE BOULDER STAMPED GOAT HILL 1929 SET
 KV5781'FLUSH WITH THE GROUND.  RMS ARE STANDARD DISKS SET IN DRILL
 KV5781'HOLES IN A LARGE BOULDER ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 KV5781'GROUND STAMPED GOAT HILL 1929.  THE 1876 REFERENCE MARKS NO.
 KV5781'3 AND NO. 4 WERE ALSO RECOVERED IN GOOD CONDITION AND THE
 KV5781'DISTANCES WERE VERIFIED.
 KV5781'
 KV5781'TO REACH STATION FROM LAMBERTVILLE, GO EAST ON BRIDGE STREET TO
 KV5781'FRANKLIN STREET, TURN RIGHT, PASS QUARRY STREET AND CROSS CEMENT
 KV5781'BRIDGE.  JUST AFTER PASSING OVER BRIDGE, TURN LEFT ON SWAN
 KV5781'STREET.  FOLLOW SWAN STREET TO THE TOP OF THE FIRST RISE THEN
 KV5781'TURN RIGHT ON STUDDIFORD STREET.  TRAVEL 0.8 MILE TO GEORGE
 KV5781'WASHINGTON ROAD, TURN RIGHT AND TRAVEL 0.2 MILE TO GATE ENTRANCE
 KV5781'OF GEORGE WASHINGTON B.S.A. RESERVATION.  GO 0.2 MILE TO TRAIL
 KV5781'LEFT AT FLAGPOLE AND OPEN FIELD USED AS PLAYGROUND.  AT GATE
 KV5781'NEAR FLAGPOLE, FOLLOW TRAIL KEEPING LEFT TO TOP OF HILL AND
 KV5781'STATION ON THE RIGHT AT THE SUMMIT OF GOAT HILL.
 KV5781'
 KV5781'NOTE--BEFORE ENTERING THE RESERVATION, THE RANGER SHOULD BE
 KV5781'CONTACTED FOR KEY TO LOCKED GATE.  AT THIS TIME THE RANGER IS
 KV5781'MR. BUD LAWSON H. HILDER, GOAT HILL ROAD, LAMBERTVILLE, NEW JERSEY
 KV5781'08530, PHONE 609-397-0543.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4698 ***********************************************************************
 KV4698  DESIGNATION -  GOETHALS 1931
 KV4698  PID         -  KV4698
 KV4698  STATE/COUNTY-  NJ/UNION
 KV4698  USGS QUAD   -  ELIZABETH (1995)
 KV4698
 KV4698                         *CURRENT SURVEY CONTROL
 KV4698  ___________________________________________________________________
 KV4698* NAD 83(1996)-  40 38 09.58052(N)    074 11 49.99606(W)     ADJUSTED  
 KV4698* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV4698  ___________________________________________________________________
 KV4698  LAPLACE CORR-           5.78  (seconds)                    DEFLEC99
 KV4698  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV4698
 KV4698  HORZ ORDER  -  SECOND
 KV4698
 KV4698.The horizontal coordinates were established by classical geodetic methods
 KV4698.and adjusted by the National Geodetic Survey in September 1999..
 KV4698
 KV4698.The orthometric height was scaled from a topographic map.
 KV4698
 KV4698.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4698
 KV4698.The geoid height was determined by GEOID03.
 KV4698
 KV4698;                    North         East     Units Scale Factor Converg.
 KV4698;SPC NJ       -   200,172.735   175,611.444   MT  0.99990807   +0 11 49.9
 KV4698;SPC NJ       -   656,733.38    576,151.88   sFT  0.99990807   +0 11 49.9
 KV4698;SPC NY L     -    52,135.527   283,315.796   MT  1.00000185   -0 07 44.4
 KV4698;SPC NY L     -   171,047.97    929,511.91   sFT  1.00000185   -0 07 44.4
 KV4698;UTM  18      - 4,498,660.017   567,885.339   MT  0.99965672   +0 31 22.2
 KV4698
 KV4698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4698!SPC NJ       -   1.00000513  x   0.99990807  =   0.99991320
 KV4698!SPC NY L     -   1.00000513  x   1.00000185  =   1.00000698
 KV4698!UTM  18      -   1.00000513  x   0.99965672  =   0.99966185
 KV4698
 KV4698:                Primary Azimuth Mark                     Grid Az
 KV4698:SPC NJ       -  ANILINE                                  203 58 24.3
 KV4698:SPC NY L     -  ANILINE                                  204 17 58.6
 KV4698:UTM  18      -  ANILINE                                  203 38 52.0
 KV4698
 KV4698|---------------------------------------------------------------------|
 KV4698| PID    Reference Object                     Distance      Geod. Az  |
 KV4698|                                                           dddmmss.s |
 KV4698| KV4553 ANILINE                             APPROX. 2.9 KM 2041014.2 |
 KV4698|---------------------------------------------------------------------|
 KV4698
 KV4698                          SUPERSEDED SURVEY CONTROL
 KV4698
 KV4698  NAD 83(1996)-  40 38 09.58052(N)    074 11 49.99604(W) AD(       ) 2
 KV4698  NAD 83(1986)-  40 38 09.57892(N)    074 11 49.99423(W) AD(       ) 2
 KV4698  NAD 27      -  40 38 09.20900(N)    074 11 51.47200(W) AD(       ) 2
 KV4698
 KV4698.Superseded values are not recommended for survey control.
 KV4698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4698.See file dsdata.txt to determine how the superseded data were derived.
 KV4698
 KV4698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6788598660(NAD 83)
 KV4698_MARKER: DS = TRIANGULATION STATION DISK
 KV4698_SETTING: 0 = UNSPECIFIED SETTING
 KV4698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4698
 KV4698  HISTORY     - Date     Condition        Report By
 KV4698  HISTORY     - 1932     MONUMENTED       CGS
 KV4698  HISTORY     - 1933     GOOD             CGS
 KV4698  HISTORY     - 1934     GOOD             CGS
 KV4698  HISTORY     - 1973     GOOD             NGS
 KV4698
 KV4698                          STATION DESCRIPTION
 KV4698
 KV4698'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4698'THIS STATION IS NEAR THE N END OF ARTHUR KILL, ON THE SPAN OF
 KV4698'GOETHALS BRIDGE, JUST W OF THE NY-NJ BOUNDARY LINE ON THE N
 KV4698'(CONCRETE) SIDEWALK.  IT IS LOCATED 2.835 METERS WESTERLY OF
 KV4698'THE SW CORNER OF THE FIRST SIDEWALK MANHOLE COVER W OF THE
 KV4698'BOUNDARY.
 KV4698'
 KV4698'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK STAMPED
 KV4698'GOETHALS-1931 CEMENTED IN A DRILL HOLE AND SET FLUSH IN THE
 KV4698'CONCRETE SIDEWALK.
 KV4698'
 KV4698'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4698'
 KV4698'NORMAL TO S EDGE OF CONCRETE SIDEWALK 0.905 METER.
 KV4698'
 KV4698'NORMAL TO N EDGE OF CONCRETE SIDEWALK 2.175 METERS.
 KV4698'
 KV4698'NORMAL TO SW CORNER OF OBLONG MANHOLE COVER TO E-2.835 METERS.
 KV4698'
 KV4698'NORMAL TO N WEB OF VERTICAL STEEL I-BEAM TO W--1.940 METERS.
 KV4698'
 KV4698'NORMAL TO NEAR SURFACE OF NEAREST RAIL-STANCHION CROSS 3.290
 KV4698'METERS.
 KV4698'
 KV4698'THOUGH THERE IS AMPLE ROOM AND EXCELLENT FOOTING FOR CENTRAL
 KV4698'TRIPOD SET-UPS, THE STABILITY OF THE STATION IS RENDERED
 KV4698'EXTREMELY POOR THROUGH THE RESILIENCY OF THE LONG
 KV4698'BRIDGE-SPAN.  TO INSURE SECOND-ORDER OBSERVATIONAL ACCURACY IT
 KV4698'WAS FOUND NECESSARY TO SLOW DOWN ALL HEAVY, SOLID-TIRED TRUCKS,
 KV4698'BOTH E-AND-W BOUND, FOR A CONSIDERABLE DISTANCE EITHER SIDE OF
 KV4698'THE STATION.  ALSO THE TRIPOD LEGS WERE TIED IN AND WEIGHTED
 KV4698'DOWN WITH HEAVY SAND BAGS.
 KV4698'
 KV4698'THE POSITION OF THIS STATION, APPROXIMATELY AT THE CENTER OF
 KV4698'THE FLOATING SPAN, WAS NOT AFFECTED BY EXPANSION OF THE BRIDGE
 KV4698'FLOOR.  EXPANSION-JOINT MEASUREMENTS, TAKEN THROUGHTOUT ALL DAYS
 KV4698'THE STATION WAS OCCUPIED OR OBSERVED ON, PROVED THE MOVEMENT TO
 KV4698'BE EQUAL (AND PRACTICALLY NELIGIBLE EVEN ON THE HOTTEST DAYS)
 KV4698'EITHER SIDE OF THE SPAN CENTER.
 KV4698
 KV4698                          STATION RECOVERY (1933)
 KV4698
 KV4698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4698'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED, WITH THE
 KV4698'FOLLOWING EXCEPTIONS--
 KV4698'
 KV4698'TO N WEB OF VERTICAL STEEL I-BEAM TO W 3.290 METERS.
 KV4698'
 KV4698'TO NEAR SURFACE OF NEAREST RAIL-STANCHION CROSS 1.940 METERS.
 KV4698
 KV4698                          STATION RECOVERY (1934)
 KV4698
 KV4698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4698'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION--
 KV4698'
 KV4698'STATION IS NOW 9.14 METERS FROM THE CENTER OF THE BRIDGE
 KV4698'TOWARDS THE NEW JERSEY SHORE.
 KV4698
 KV4698                          STATION RECOVERY (1973)
 KV4698
 KV4698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 KV4698'THE STATION WAS RECOVERED AS DESCRIBED WHICH IS ADEQUATE FOR
 KV4698'RECOVERY.
 KV4698'
 KV4698'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV4698'ABOUT 1.5 MILES EAST OF LINDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4366 ***********************************************************************
 JU4366  DESIGNATION -  GOLF
 JU4366  PID         -  JU4366
 JU4366  STATE/COUNTY-  NJ/ATLANTIC
 JU4366  USGS QUAD   -  MAYS LANDING (1989)
 JU4366
 JU4366                         *CURRENT SURVEY CONTROL
 JU4366  ___________________________________________________________________
 JU4366* NAD 83(1996)-  39 24 52.72342(N)    074 40 11.45913(W)     ADJUSTED  
 JU4366* NAVD 88     -        14.6    (meters)      48.     (feet)  GPS OBS   
 JU4366  ___________________________________________________________________
 JU4366  X           -   1,304,510.176 (meters)                     COMP
 JU4366  Y           -  -4,758,646.181 (meters)                     COMP
 JU4366  Z           -   4,027,974.495 (meters)                     COMP
 JU4366  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 JU4366  ELLIP HEIGHT-         -19.36  (meters)          (10/23/02) GPS OBS
 JU4366  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JU4366
 JU4366  HORZ ORDER  -  FIRST
 JU4366  ELLP ORDER  -  FOURTH    CLASS I
 JU4366
 JU4366.The horizontal coordinates were established by GPS observations
 JU4366.and adjusted by the National Geodetic Survey in May 1999..
 JU4366
 JU4366.The orthometric height was determined by GPS observations and a
 JU4366.high-resolution geoid model.
 JU4366
 JU4366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4366
 JU4366.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4366
 JU4366.The ellipsoidal height was determined by GPS observations
 JU4366.and is referenced to NAD 83.
 JU4366
 JU4366.The geoid height was determined by GEOID03.
 JU4366
 JU4366;                    North         East     Units Scale Factor Converg.
 JU4366;SPC NJ       -    64,543.326   135,374.247   MT  0.99990263   -0 06 28.2
 JU4366;SPC NJ       -   211,755.90    444,140.34   sFT  0.99990263   -0 06 28.2
 JU4366;UTM  18      - 4,362,843.860   528,420.711   MT  0.99960994   +0 12 34.6
 JU4366
 JU4366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4366!SPC NJ       -   1.00000304  x   0.99990263  =   0.99990567
 JU4366!UTM  18      -   1.00000304  x   0.99960994  =   0.99961298
 JU4366
 JU4366                          SUPERSEDED SURVEY CONTROL
 JU4366
 JU4366  ELLIP H (05/14/99)  -19.32   (m)                       GP(       ) 4 1
 JU4366  NAD 83(1992)-  39 24 52.71399(N)    074 40 11.45877(W) AD(       ) 1
 JU4366
 JU4366.Superseded values are not recommended for survey control.
 JU4366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4366.See file dsdata.txt to determine how the superseded data were derived.
 JU4366
 JU4366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2842162844(NAD 83)
 JU4366_MARKER: DD = SURVEY DISK
 JU4366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4366_SP_SET: CONCRETE POST
 JU4366_STAMPING: GOLF 1993
 JU4366_MARK LOGO: HAMTWP
 JU4366_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 JU4366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4366+STABILITY: SURFACE MOTION
 JU4366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4366+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JU4366
 JU4366  HISTORY     - Date     Condition        Report By
 JU4366  HISTORY     - 1993     MONUMENTED       HAMTWP
 JU4366
 JU4366                          STATION DESCRIPTION
 JU4366
 JU4366'DESCRIBED BY HAMILTON TOWNSHIP NEW JERSEY 1993
 JU4366'IN HAMILTON TOWNSHIP ON THE EAST SIDE OF EGG HARBOR AVENUE.  TO REACH
 JU4366'FROM THE SOUTH JUNCTION OF U.S. ROUTE 40 AND STATE ROUTE 50 AT MAYS
 JU4366'LANDING, GO EAST ON ROUTE 40 (AND ROUTE 50) FOR 0.7 KM (0.4 MI) TO
 JU4366'COUNTY ROUTE 559, GO EAST AND SOUTHEAST ON ROUTE 559 FOR 3.8 KM
 JU4366'(2.4 MI) TO ALTERNATE ROUTE 559, THEN SOUTHEAST ON ALTERNATE ROUTE
 JU4366'559 FOR 3.0 KM (1.9 MI) TO EGG HARBOR AVENUE, GO NORTH ON EGG HARBOR
 JU4366'AVENUE FOR ABOUT 0.3 KM (0.2 MI) TO THE STATION ON THE RIGHT.
 JU4366'THE STATION IS RECESSED 16 CM AND IS 1.06 M (3.48 FT) EAST OF THE EAST
 JU4366'EDGE OF PAVEMENT ON EGG HARBOR AVENUE AND NEAR THE SOUTHWEST CORNER
 JU4366'OF A BLUEBERRY FIELD AND JUST NORTH OF AN UNPAVED DRIVEWAY LEADING
 JU4366'EAST FROM EGG HARBOR AVENUE.  THE MARK IS 32.8 M (107.6 FT) NORTHEAST
 JU4366'OF POLE P-46778, AND 23.6 M (77.4 FT) SOUTHEAST OF POLE P-26710.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2589 ***********************************************************************
 JU2589  DESIGNATION -  GOOSE
 JU2589  PID         -  JU2589
 JU2589  STATE/COUNTY-  NJ/OCEAN
 JU2589  USGS QUAD   -  SEASIDE PARK (1989)
 JU2589
 JU2589                         *CURRENT SURVEY CONTROL
 JU2589  ___________________________________________________________________
 JU2589* NAD 83(1996)-  39 58 05.80906(N)    074 06 47.20184(W)     ADJUSTED  
 JU2589* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2589  ___________________________________________________________________
 JU2589  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 JU2589  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JU2589
 JU2589  HORZ ORDER  -  THIRD
 JU2589
 JU2589.The horizontal coordinates were established by classical geodetic methods
 JU2589.and adjusted by the National Geodetic Survey in September 1999..
 JU2589
 JU2589.The orthometric height was scaled from a topographic map.
 JU2589
 JU2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2589
 JU2589.The geoid height was determined by GEOID03.
 JU2589
 JU2589;                    North         East     Units Scale Factor Converg.
 JU2589;SPC NJ       -   126,064.462   183,049.912   MT  0.99991344   +0 14 54.7
 JU2589;SPC NJ       -   413,596.49    600,556.25   sFT  0.99991344   +0 14 54.7
 JU2589;UTM  18      - 4,424,613.218   575,740.078   MT  0.99967062   +0 34 11.0
 JU2589
 JU2589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2589!SPC NJ       -   1.00000508  x   0.99991344  =   0.99991852
 JU2589!UTM  18      -   1.00000508  x   0.99967062  =   0.99967570
 JU2589
 JU2589:                Primary Azimuth Mark                     Grid Az
 JU2589:SPC NJ       -  LIGHT STAND B                            021 30 03.0
 JU2589:UTM  18      -  LIGHT STAND B                            021 10 46.7
 JU2589
 JU2589|---------------------------------------------------------------------|
 JU2589| PID    Reference Object                     Distance      Geod. Az  |
 JU2589|                                                           dddmmss.s |
 JU2589| JU2585 LIGHT STAND B                       APPROX. 1.4 KM 0214457.7 |
 JU2589| JU2583 CHADWICK COAST GUARD WATCH TWR      APPROX. 4.8 KM 0631507.1 |
 JU2589| JU2587 LAVALLETTE STANDPIPE                APPROX. 3.6 KM 0890726.0 |
 JU2589| JU2590 LIGHT STAND C                       APPROX. 1.1 KM 0901014.8 |
 JU2589| JU2600 SEASIDE HEIGHTS STANDPIPE           APPROX. 4.1 KM 1320731.9 |
 JU2589| JU2605 TOMS RIVER COAST GUARD FLAGTWR      APPROX. 5.0 KM 1364810.6 |
 JU2589| JU2592 LIGHT STAND D                       APPROX. 1.3 KM 1383443.5 |
 JU2589| JU2594 LIGHT STAND E                       APPROX. 1.6 KM 1494207.2 |
 JU2589| CB2010 GOOSE RM 1                           35.884 METERS 19134     |
 JU2589| JU2658 ISLAND HEIGHTS STANDPIPE            APPROX. 4.0 KM 2253019.4 |
 JU2589| CB2011 GOOSE RM 2                           34.671 METERS 28423     |
 JU2589| JU2588 GOOSE 2                              12.085 METERS 32552     |
 JU2589|---------------------------------------------------------------------|
 JU2589
 JU2589                          SUPERSEDED SURVEY CONTROL
 JU2589
 JU2589  NAD 83(1986)-  39 58 05.80345(N)    074 06 47.19725(W) AD(       ) 3
 JU2589  NAD 27      -  39 58 05.37700(N)    074 06 48.70600(W) AD(       ) 3
 JU2589
 JU2589.Superseded values are not recommended for survey control.
 JU2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2589.See file dsdata.txt to determine how the superseded data were derived.
 JU2589
 JU2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7574024613(NAD 83)
 JU2589_MARKER: DS = TRIANGULATION STATION DISK
 JU2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2589
 JU2589  HISTORY     - Date     Condition        Report By
 JU2589  HISTORY     - 1935     MONUMENTED       CGS
 JU2589  HISTORY     - 1951     GOOD             CGS
 JU2589  HISTORY     - 1955     GOOD             CGS
 JU2589  HISTORY     - 19940809 MARK NOT FOUND   USPSQD
 JU2589
 JU2589                          STATION DESCRIPTION
 JU2589
 JU2589'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2589'STATION IS LOCATED ON THE W SIDE OF BARNEGAT BAY, JUST N OF THE
 JU2589'MOUTH OF GOOSE CREEK, NEAR THE HEAD OF SHELTER COVE.  THE
 JU2589'STATION IS NEAR THE BANK OF SHELTER COVE AND JUST S OF THE
 JU2589'HIGHWAY FROM TOMS RIVER TO SHELTER COVE.
 JU2589'
 JU2589'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2589'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU2589'
 JU2589'SUB-SURFACE MARK IS STANDARD DISK STAMPED, GOOSE 1935 IN MASS
 JU2589'OF CEMENT 3 FEET BELOW SURFACE OF GROUND.  SURFACE MARK IS
 JU2589'DISK STAMPED, GOOSE 1935 IN CONCRETE MONUMENT 1- BY 1- BY 3-FOOT
 JU2589'PROJECTING 6 INCHES ABOVE SURFACE OF FILLED-IN LAND IN WHICH
 JU2589'IT IS LOCATED.
 JU2589'
 JU2589'REFERENCE MARK NO.1 IS DISK STAMPED GOOSE 1 IN MONUMENT 10- BY
 JU2589'10-INCH BY 3-FOOT SET IN FILL TO S OF STATION.  REFERENCE MARK
 JU2589'NO.2 IS DISK STAMPED, GOOSE NO.2 IN SIMILAR MONUMENT LOCATED TO THE
 JU2589'W OF THE STATION AND JUST S OF THE ROAD.
 JU2589'
 JU2589'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 JU2589
 JU2589                          STATION RECOVERY (1951)
 JU2589
 JU2589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2589'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 JU2589'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 JU2589'AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 JU2589'AND CORRECT WITH THE FOLLOWING ADDITIONS--
 JU2589'
 JU2589'STATION MARK IS 67.6 FEET S OF THE CENTER LINE OF THE ROAD AND
 JU2589'39.0 FEET W OF SHORE OF SHELTER COVE.
 JU2589
 JU2589                          STATION RECOVERY (1955)
 JU2589
 JU2589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JHB)
 JU2589'STATION MARK AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD
 JU2589'CONDITION AS DESCRIBED.  STATION MARK WAS REMOVED AT THE REQUEST
 JU2589'OF THE PROPERTY OWNER, AND A NEW STATION SET.  SEE DESCRIPTION
 JU2589'FOR STATION GOOSE 2 1955.
 JU2589
 JU2589                          STATION RECOVERY (1994)
 JU2589
 JU2589'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU2589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5939 ***********************************************************************
 KV5939  DESIGNATION -  GOOSE
 KV5939  PID         -  KV5939
 KV5939  STATE/COUNTY-  NJ/MONMOUTH
 KV5939  USGS QUAD   -  LONG BRANCH (1981)
 KV5939
 KV5939                         *CURRENT SURVEY CONTROL
 KV5939  ___________________________________________________________________
 KV5939* NAD 83(1996)-  40 19 27.69408(N)    074 01 08.46232(W)     ADJUSTED  
 KV5939* NAVD 88     -         8.     (meters)      26.     (feet)  VERTCON   
 KV5939  ___________________________________________________________________
 KV5939  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 KV5939  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KV5939
 KV5939  HORZ ORDER  -  THIRD
 KV5939
 KV5939.The horizontal coordinates were established by classical geodetic methods
 KV5939.and adjusted by the National Geodetic Survey in September 1999..
 KV5939
 KV5939.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5939
 KV5939.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5939
 KV5939.The geoid height was determined by GEOID03.
 KV5939
 KV5939;                    North         East     Units Scale Factor Converg.
 KV5939;SPC NJ       -   165,637.974   190,873.959   MT  0.99992056   +0 18 40.5
 KV5939;SPC NJ       -   543,430.59    626,225.65   sFT  0.99992056   +0 18 40.5
 KV5939;UTM  18      - 4,464,220.662   583,339.510   MT  0.99968550   +0 38 05.4
 KV5939
 KV5939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5939!SPC NJ       -   1.00000385  x   0.99992056  =   0.99992441
 KV5939!UTM  18      -   1.00000385  x   0.99968550  =   0.99968934
 KV5939
 KV5939                          SUPERSEDED SURVEY CONTROL
 KV5939
 KV5939  NAD 83(1986)-  40 19 27.69110(N)    074 01 08.45545(W) AD(       ) 3
 KV5939  NGVD 29 (07/14/89)    8.     (m)           26.     (f) VERT ANG       
 KV5939
 KV5939.Superseded values are not recommended for survey control.
 KV5939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5939.See file dsdata.txt to determine how the superseded data were derived.
 KV5939
 KV5939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8334064221(NAD 83)
 KV5939_MARKER: DD = SURVEY DISK
 KV5939_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV5939+WITH SETTING: PAVEMENT
 KV5939_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5939+STABILITY: SURFACE MOTION
 KV5939
 KV5939  HISTORY     - Date     Condition        Report By
 KV5939  HISTORY     - 1982     MONUMENTED       NOS
 KV5939  HISTORY     - 19920523 GOOD             USPSQD
 KV5939
 KV5939                          STATION DESCRIPTION
 KV5939
 KV5939'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 KV5939'THE STATION IS LOCATED NORTH NORTHWEST OF OCEANPORT ON THE
 KV5939'SOUTHEAST END OF GOOSENECK BRIDGE.
 KV5939'
 KV5939'TO REACH THE STATION FROM THE INTERSECTION OF MYRTLE AVENUE AND
 KV5939'PORT AU PECK AVENUE IN OCEANPORT,
 KV5939'GO NORTHWEST ON MYRTLE AVENUE FOR 1.1 KM (0.7 MILE) TO
 KV5939'GOOSENECK BRIDGE AND THE STATION AS DESCRIBED.
 KV5939'
 KV5939'THE STATION IS A STANDARD NOS DISK
 KV5939'STAMPED---GOOSE 1982---,
 KV5939'CEMENTED IN A DRILL HOLE IN THE SIDEWALK.
 KV5939'IT IS LOCATED
 KV5939'237 FEET NORTHWEST OF THE SOUTHEAST END OF BRIDGE, 18
 KV5939'FEET SOUTHWEST OF THE CENTERLINE OF BRIDGE, AND 3.5 FEET
 KV5939'NORTHEAST OF THE SOUTHWEST EDGE OF THE BRIDGE.
 KV5939'
 KV5939'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.73 METERS.
 KV5939'DESCRIBED BY R. NORTON.
 KV5939
 KV5939                          STATION RECOVERY (1992)
 KV5939
 KV5939'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2588 ***********************************************************************
 JU2588  DESIGNATION -  GOOSE 2
 JU2588  PID         -  JU2588
 JU2588  STATE/COUNTY-  NJ/OCEAN
 JU2588  USGS QUAD   -  SEASIDE PARK (1989)
 JU2588
 JU2588                         *CURRENT SURVEY CONTROL
 JU2588  ___________________________________________________________________
 JU2588* NAD 83(1996)-  39 58 06.13339(N)    074 06 47.48758(W)     ADJUSTED  
 JU2588* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2588  ___________________________________________________________________
 JU2588  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 JU2588  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JU2588
 JU2588  HORZ ORDER  -  SECOND
 JU2588
 JU2588.The horizontal coordinates were established by classical geodetic methods
 JU2588.and adjusted by the National Geodetic Survey in September 1999..
 JU2588
 JU2588.The orthometric height was scaled from a topographic map.
 JU2588
 JU2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2588
 JU2588.The geoid height was determined by GEOID03.
 JU2588
 JU2588;                    North         East     Units Scale Factor Converg.
 JU2588;SPC NJ       -   126,074.435   183,043.088   MT  0.99991344   +0 14 54.5
 JU2588;SPC NJ       -   413,629.21    600,533.86   sFT  0.99991344   +0 14 54.5
 JU2588;UTM  18      - 4,424,623.150   575,733.200   MT  0.99967061   +0 34 10.9
 JU2588
 JU2588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2588!SPC NJ       -   1.00000508  x   0.99991344  =   0.99991852
 JU2588!UTM  18      -   1.00000508  x   0.99967061  =   0.99967569
 JU2588
 JU2588:                Primary Azimuth Mark                     Grid Az
 JU2588:SPC NJ       -  NORMANDY BEACH WATER TANK                052 10 33.7
 JU2588:UTM  18      -  NORMANDY BEACH WATER TANK                051 51 17.3
 JU2588
 JU2588|---------------------------------------------------------------------|
 JU2588| PID    Reference Object                     Distance      Geod. Az  |
 JU2588|                                                           dddmmss.s |
 JU2588| JU2581 NORMANDY BEACH WATER TANK           APPROX. 5.4 KM 0522528.2 |
 JU2588| JU2587 LAVALLETTE STANDPIPE                APPROX. 3.6 KM 0891710.4 |
 JU2588| JU2600 SEASIDE HEIGHTS STANDPIPE           APPROX. 4.1 KM 1320955.9 |
 JU2588| JU2589 GOOSE                                12.085 METERS 14552     |
 JU2588| CB2010 GOOSE RM 1                           45.147 METERS 18032     |
 JU2588| CB2011 GOOSE RM 2                           26.856 METERS 26702     |
 JU2588| CB2012 GOOSE 2 RM 3                         19.635 METERS 32813     |
 JU2588|---------------------------------------------------------------------|
 JU2588
 JU2588                          SUPERSEDED SURVEY CONTROL
 JU2588
 JU2588  NAD 83(1986)-  39 58 06.12777(N)    074 06 47.48299(W) AD(       ) 2
 JU2588  NAD 27      -  39 58 05.70100(N)    074 06 48.99200(W) AD(       ) 2
 JU2588
 JU2588.Superseded values are not recommended for survey control.
 JU2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2588.See file dsdata.txt to determine how the superseded data were derived.
 JU2588
 JU2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7573324623(NAD 83)
 JU2588_MARKER: DS = TRIANGULATION STATION DISK
 JU2588_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU2588_SP_SET: TOP OF METAL PIPE IN CONCRETE
 JU2588
 JU2588  HISTORY     - Date     Condition        Report By
 JU2588  HISTORY     - 1955     MONUMENTED       CGS
 JU2588  HISTORY     - 1962     GOOD             CGS
 JU2588  HISTORY     - 19940809 MARK NOT FOUND   USPSQD
 JU2588
 JU2588                          STATION DESCRIPTION
 JU2588
 JU2588'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JHB)
 JU2588'STATION IS LOCATED ON THE W SIDE OF BARNEGAT BAY, JUST N OF THE
 JU2588'MOUTH OF GOOSE CREEK, AND NEAR THE HEAD OF SHELTER COVE.  THE
 JU2588'STATION IS NEAR THE BANK OF SHELTER COVE, AND JUST S OF THE
 JU2588'HIGHWAY FROM TOMS RIVER TO SHELTER COVE.  IT IS 40 FT. E OF THE
 JU2588'CENTERLINE OF A GRAVEL ROAD, 29.5 FT. S OF THE CENTERLINE OF A
 JU2588'MACADAM ROAD, AND 22 FT. SE OF A POWERLINE POLE.  IT PROJECTS
 JU2588'1 IN. ABOVE GROUND AND IS STAMPED GOOSE 2 1955 (NOTE 6C).
 JU2588'
 JU2588'REFERENCE MARK 1 IS S OF THE STATION, AND ON THE CENTERLINE OF A
 JU2588'GRAVEL ROAD.  IT IS SET FLUSH WITH THE ROAD AND IS STAMPED GOOSE
 JU2588'RM 1 1935 (NOTE 11A).  ARROW DOES NOT POINT AT STATION.
 JU2588'
 JU2588'REFERENCE MARK 2 IS W OF THE STATION.  IT IS 48 FT. W OF THE
 JU2588'CENTERLINE OF A GRAVEL ROAD, AND 34 FT. S OF THE CENTERLINE OF A
 JU2588'MACADAM ROAD.  IT IS STAMPED GOOSE RM 2 1935 AND IS FLUSH WITH
 JU2588'THE GROUND (NOTE 11A).  ARROW DOES NOT POINT AT STATION.
 JU2588'
 JU2588'REFERENCE MARK 3 IS N OF THE STATION.  IT IS 22 FT. N OF THE
 JU2588'CENTERLINE OF A MACADAM ROAD, 19 FT. W OF SUPPORT POLE NO. JC
 JU2588'3635 DV, AND 5 FT. N OF THE N EDGE OF A MACADAM ROAD.  THE MARK IS
 JU2588'STAMPED GOOSE 2 RM 3 1955 AND IS SET FLUSH WITH THE GROUND
 JU2588'(NOTE 11A).
 JU2588'
 JU2588'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 37
 JU2588'AND HOOPER AVENUE (COUNTY ROAD 549) AT THE N EDGE OF TOMS RIVER,
 JU2588'GO N ON HOOPER AVENUE FOR 1.1 MI. TO A MACADAM ROAD, TURN RIGHT
 JU2588'AND GO 1.9 MI. TO A Y-INTERSECTION, KEEP LEFT AND GO 1.0 MI. TO
 JU2588'THE INTERSECTION OF THE MACADAM ROAD AND COUNTY ROAD 549 SPUR,
 JU2588'CONTINUE STRAIGHT AHEAD (E) ON THE MACADAM ROAD FOR 1.1 MI. TO
 JU2588'ITS END AT SHELTER COVE AND THE STATION ON THE RIGHT AS
 JU2588'DESCRIBED.
 JU2588
 JU2588                          STATION RECOVERY (1962)
 JU2588
 JU2588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2588'STATION MARK AND RM 2 RECOVERED IN GOOD CONDITION.
 JU2588'
 JU2588'THE STATION MARK IS 8 INCHES BELOW THE SURFACE.  IT IS 40.1
 JU2588'FEET NORTH OF THE EAST CORNER OF THE FOUNDATION OF A BUILDING,
 JU2588'24.5 FEET NORTHEAST OF THE NORTH CORNER OF SAME, 21.5 FEET
 JU2588'SOUTHEAST OF A POWER POLE NO. JC 3636 DV AND 10.1 FEET SOUTH OF
 JU2588'THE ANCHOR POST OF THE CABLE BRACE OF SAME AND 20.4 FEET
 JU2588'SOUTHEAST OF A CONCRETE STREET SIGNPOST, COVE POINT RD. AND BAY
 JU2588'AVE.
 JU2588'
 JU2588'RM 2 IS JUST BELOW THE SURFACE, 30.5 FEET EAST OF THE CONCRETE
 JU2588'STREET SIGN POST HARBOR ROAD AND BAY AVE.  A WITNESS POST
 JU2588'WAS SET 1.1 FEET NORTH OF RM 3.
 JU2588'
 JU2588'RM 1 IS OUT, THE MONUMENT LYING BESIDE THE ROAD AND THE DISK GONE.
 JU2588'
 JU2588'RM 3 COULD NOT BE FOUND.  A HOLE WAS DUG AT THE SHOULDER OF THE
 JU2588'ROAD, THE DESCRIBED DISTANCE AND DIRECTION FROM THE STATION, THE
 JU2588'ROAD, AND THE BRACER POLE TO BELOW THE OLD GRADE WITHOUT
 JU2588'RESULTS.  THERE IS OLD BROKEN MACADAME IN THE HOLE.
 JU2588
 JU2588                          STATION RECOVERY (1994)
 JU2588
 JU2588'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU2588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2931 ***********************************************************************
 JU2931  DESIGNATION -  GOSHEN ME CHURCH STEEPLE
 JU2931  PID         -  JU2931
 JU2931  STATE/COUNTY-  NJ/CAPE MAY
 JU2931  USGS QUAD   -  WOODBINE (1972)
 JU2931
 JU2931                         *CURRENT SURVEY CONTROL
 JU2931  ___________________________________________________________________
 JU2931* NAD 83(1996)-  39 08 15.24433(N)    074 51 15.35115(W)     ADJUSTED  
 JU2931* NAVD 88     -                                                        
 JU2931  ___________________________________________________________________
 JU2931  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 JU2931  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 JU2931
 JU2931  HORZ ORDER  -  THIRD
 JU2931
 JU2931.The horizontal coordinates were established by classical geodetic methods
 JU2931.and adjusted by the National Geodetic Survey in September 1999..
 JU2931
 JU2931
 JU2931.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2931
 JU2931.The geoid height was determined by GEOID03.
 JU2931
 JU2931;                    North         East     Units Scale Factor Converg.
 JU2931;SPC NJ       -    33,831.044   119,373.903   MT  0.99991155   -0 13 25.0
 JU2931;SPC NJ       -   110,994.02    391,645.88   sFT  0.99991155   -0 13 25.0
 JU2931;UTM  18      - 4,332,052.928   512,595.047   MT  0.99960195   +0 05 31.2
 JU2931
 JU2931                          SUPERSEDED SURVEY CONTROL
 JU2931
 JU2931  NAD 83(1991)-  39 08 15.22815(N)    074 51 15.35181(W) AD(       ) 4
 JU2931  NAD 83(1986)-  39 08 15.22392(N)    074 51 15.35652(W) AD(       ) 4
 JU2931  NAD 27      -  39 08 14.81000(N)    074 51 16.75000(W) AD(       ) 3
 JU2931
 JU2931.Superseded values are not recommended for survey control.
 JU2931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2931.See file dsdata.txt to determine how the superseded data were derived.
 JU2931
 JU2931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1259532053(NAD 83)
 JU2931_MARKER: 82 = FINIAL
 JU2931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2931+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2006
 JU2931
 JU2931  HISTORY     - Date     Condition        Report By
 JU2931  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU2931  HISTORY     - 1970     GOOD             NGS
 JU2931  HISTORY     - 1980     GOOD             NGS
 JU2931  HISTORY     - 20060818 GOOD             GEOCAC
 JU2931
 JU2931                          STATION DESCRIPTION
 JU2931
 JU2931'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU2931'THIS STEEPLE IS 0.25 MILE S OF THE MAIN CROSSROADS AT GOSHEN ON
 JU2931'THE W SIDE OF ROUTE S-49 AND ACROSS THE ROAD FROM THE JUNIOR
 JU2931'MECHANICAL HALL.
 JU2931'
 JU2931'THE STEEPLE IS ON A YELLOW CHURCH AND IS COVERED WITH ASBESTOS
 JU2931'SHINGLES, AND HAS A FINIAL.
 JU2931
 JU2931                          STATION RECOVERY (1970)
 JU2931
 JU2931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU2931'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 JU2931'ADEQUATE WITH THE FOLLOWING EXCEPTION--IT IS LOCATED ON STATE
 JU2931'HIGHWAY 47.
 JU2931'
 JU2931'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2931'AT GOSHEN.
 JU2931
 JU2931                          STATION RECOVERY (1980)
 JU2931
 JU2931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 JU2931'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JU2931
 JU2931                          STATION RECOVERY (2006)
 JU2931
 JU2931'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2932 ***********************************************************************
 JU2932  DESIGNATION -  GOSHEN RESET
 JU2932  PID         -  JU2932
 JU2932  STATE/COUNTY-  NJ/CAPE MAY
 JU2932  USGS QUAD   -  WOODBINE (1972)
 JU2932
 JU2932                         *CURRENT SURVEY CONTROL
 JU2932  ___________________________________________________________________
 JU2932* NAD 83(1996)-  39 08 13.73844(N)    074 51 10.80044(W)     ADJUSTED  
 JU2932* NAVD 88     -         4.4    (meters)      14.     (feet)  GPS OBS   
 JU2932  ___________________________________________________________________
 JU2932  X           -   1,294,385.944 (meters)                     COMP
 JU2932  Y           -  -4,781,608.850 (meters)                     COMP
 JU2932  Z           -   4,004,119.011 (meters)                     COMP
 JU2932  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 JU2932  ELLIP HEIGHT-         -30.55  (meters)          (10/23/02) GPS OBS
 JU2932  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 JU2932
 JU2932  HORZ ORDER  -  FIRST
 JU2932  ELLP ORDER  -  FOURTH    CLASS I
 JU2932
 JU2932.The horizontal coordinates were established by GPS observations
 JU2932.and adjusted by the National Geodetic Survey in May 1999..
 JU2932
 JU2932.The orthometric height was determined by GPS observations and a
 JU2932.high-resolution geoid model.
 JU2932
 JU2932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2932
 JU2932.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2932
 JU2932.The ellipsoidal height was determined by GPS observations
 JU2932.and is referenced to NAD 83.
 JU2932
 JU2932.The geoid height was determined by GEOID03.
 JU2932
 JU2932;                    North         East     Units Scale Factor Converg.
 JU2932;SPC NJ       -    33,784.183   119,483.003   MT  0.99991146   -0 13 22.1
 JU2932;SPC NJ       -   110,840.27    392,003.82   sFT  0.99991146   -0 13 22.1
 JU2932;UTM  18      - 4,332,006.684   512,704.370   MT  0.99960199   +0 05 34.0
 JU2932
 JU2932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2932!SPC NJ       -   1.00000479  x   0.99991146  =   0.99991625
 JU2932!UTM  18      -   1.00000479  x   0.99960199  =   0.99960678
 JU2932
 JU2932:                Primary Azimuth Mark                     Grid Az
 JU2932:SPC NJ       -  AVALON                                   106 00 50.3
 JU2932:UTM  18      -  AVALON                                   105 41 54.2
 JU2932
 JU2932|---------------------------------------------------------------------|
 JU2932| PID    Reference Object                     Distance      Geod. Az  |
 JU2932|                                                           dddmmss.s |
 JU2932| JU2896 AVALON                              APPROX.12.5 KM 1054728.2 |
 JU2932| CB2013 GOSHEN RM 1 AZIMUTH                                10851     |
 JU2932| JU2941 STONE HARBOR CG STATION CUPOLA      APPROX.13.0 KM 1460619.5 |
 JU2932| CB2014 GOSHEN RM 2                          30.440 METERS 23153     |
 JU2932| CS4365 GOSHEN RM 5                          85.722 METERS 28233     |
 JU2932| JU2931 GOSHEN ME CHURCH STEEPLE            118.748 METERS 29301     |
 JU2932| CS4366 GOSHEN RM 6                          61.481 METERS 33911     |
 JU2932| CB2015 GOSHEN RM 3                          33.741 METERS 35925     |
 JU2932| CB2016 GOSHEN RM 4                          33.610 METERS 35950     |
 JU2932|---------------------------------------------------------------------|
 JU2932
 JU2932                          SUPERSEDED SURVEY CONTROL
 JU2932
 JU2932  ELLIP H (05/14/99)  -30.57   (m)                       GP(       ) 4 1
 JU2932  NAD 83(1992)-  39 08 13.73789(N)    074 51 10.80002(W) AD(       ) 1
 JU2932  ELLIP H (03/31/93)  -30.68   (m)                       GP(       ) 3 2
 JU2932  NAD 83(1991)-  39 08 13.71907(N)    074 51 10.80152(W) AD(       ) 1
 JU2932  NAD 83(1986)-  39 08 13.71798(N)    074 51 10.80525(W) AD(       ) 1
 JU2932  NAD 27      -  39 08 13.30770(N)    074 51 12.19520(W) AD(       ) 1
 JU2932
 JU2932.Superseded values are not recommended for survey control.
 JU2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2932.See file dsdata.txt to determine how the superseded data were derived.
 JU2932
 JU2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1270432007(NAD 83)
 JU2932_MARKER: DS = TRIANGULATION STATION DISK
 JU2932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2932_SP_SET: CONCRETE POST
 JU2932_STAMPING: GOSHEN 1932 1980
 JU2932_MARK LOGO: NGS   
 JU2932_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2932+STABILITY: SURFACE MOTION
 JU2932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2932+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2006
 JU2932
 JU2932  HISTORY     - Date     Condition        Report By
 JU2932  HISTORY     - 1932     MONUMENTED       CGS
 JU2932  HISTORY     - 1970     GOOD             NGS
 JU2932  HISTORY     - 1972     GOOD             NGS
 JU2932  HISTORY     - 1974     GOOD             NGS
 JU2932  HISTORY     - 1980     SEE DESCRIPTION  NGS
 JU2932  HISTORY     - 1980     GOOD             NGS
 JU2932  HISTORY     - 19900807 GOOD             NJGS
 JU2932  HISTORY     - 20060818 GOOD             GEOCAC
 JU2932
 JU2932                          STATION DESCRIPTION
 JU2932
 JU2932'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2932'STATION IS LOCATED ON THE SCHOOLHOUSE GROUNDS AT GOSHEN,
 JU2932'NEW JERSEY ABOUT 60 YARDS ESE OF SE CORNER OF SCHOOL
 JU2932'BUILDING.  ABOUT 100 YARDS E OF CENTER LINE OF HIGHWAY S-49.
 JU2932'
 JU2932'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2932'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU2932'
 JU2932'REFERENCE MARK NO. 1 IS ABOUT 0.5 MILE E OF STATION.  ON THE
 JU2932'S SIDE OF AVALON ROAD.  IN NE CORNER OF A RAIL FENCE.  3 FEET SW
 JU2932'OF NE CORNER OF RAIL FENCE.
 JU2932'
 JU2932'REFERENCE MARK NO. 2 IS 99.9 FEET SW OF STATION, BY A LINE OF
 JU2932'BUSHES THAT LOOKS LIKE AN OLD FENCE LINE.
 JU2932'
 JU2932'REFERENCE MARK NO. 3 IS 110.7 FEET N OF STATION.
 JU2932'
 JU2932'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 JU2932
 JU2932                          STATION RECOVERY (1970)
 JU2932
 JU2932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU2932'STATION MARK AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.  A
 JU2932'SEARCH WAS MADE FOR R.M. 1 BUT NOTHING COULD BE FOUND.  IT IS
 JU2932'PROBABLY INTACT.  R.M. 3 WAS FOUND DESTROYED.  THE ORIGINAL
 JU2932'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS--STATION
 JU2932'IS LOCATED ALONG STATE HIGHWAY 47, NOT 49.  IT IS 53.0 FEET
 JU2932'NORTHWEST OF A 6 INCH CONCRETE PROPERTY MARKER AND IS 0.5 FEET
 JU2932'BELOW THE GROUND.  R.M. 2 IS 231.0 FEET EAST OF THE CENTERLINE
 JU2932'OF STATE HIGHWAY 47, 78.0 FEET NORTHEAST OF A 8 INCH LONE
 JU2932'CEDAR TREE AND PROJECTS 1 FOOT ABOVE THE GROUND.
 JU2932'
 JU2932'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2932'AT GOSHEN.
 JU2932
 JU2932                          STATION RECOVERY (1972)
 JU2932
 JU2932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RST)
 JU2932'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION, AS
 JU2932'DESCRIBED.  AZIMUTH MARK RM 1 WAS SEARCHED FOR, BUT NOT
 JU2932'FOUND.  REFERENCE MARK 3 WAS SEARCHED FOR, BUT NOT FOUND.
 JU2932'
 JU2932'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2932'AT TOWN OF GOSHEN.
 JU2932
 JU2932                          STATION RECOVERY (1974)
 JU2932
 JU2932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU2932'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND
 JU2932'IN GOOD CONDITION.  A SEARCH WAS MADE FOR THE REFERENCE MARK
 JU2932'1 (AZ).  DUE TO THE LINE TO IT NOW BEING OBSTRUCTED, THE EXACT
 JU2932'LOCATION COULD NOT BE DETERMINED.  IT IS POSSIBLE THAT IT STILL
 JU2932'IS INTACT, HOWEVER AT THIS DATE IT WAS NOT FOUND.  REFERENCE
 JU2932'MARK 3 WAS FOUND DESTROYED.  A NEW REFERENCE MARK 4 WAS
 JU2932'ESTABLISHED AT THIS DATE.
 JU2932'
 JU2932'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU2932'
 JU2932'THE STATION IS LOCATED ON THE WEST SIDE OF THE OLD GOSHEN
 JU2932'SCHOOL.  IT IS ABOUT 30 MILES SOUTHWEST OF ATLANTIC CITY AND
 JU2932'15 MILES NORTH OF CAPE MAY.  THE PROPERTY IS OWNED BY THE SCHOOL.
 JU2932'
 JU2932'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 47, GOSHEN LANDING
 JU2932'ROAD AND DELSEA DRIVE IN THE NORTH EDGE OF GOSHEN, GO SOUTH ON STATE
 JU2932'HIGHWAY 47 (DELSEA DRIVE) FOR 0.25 MILE TO THE SCHOOL
 JU2932'ON THE LEFT AND THE STATION BEHIND THE SCHOOL.
 JU2932'
 JU2932'THE STATION MARK IS A STANDARD DISK STAMPED GOSHEN 1932, SET IN
 JU2932'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 1 INCH
 JU2932'UNDER THE SURFACE OF THE GROUND.  IT IS 181 FEET SOUTHEAST OF
 JU2932'THE SOUTHEAST CORNER OF THE SCHOOL, 53 FEET NORTHWEST OF A
 JU2932'SMALL CONCRETE PROPERTY BOUNDRY MARKER AND ABOUT 100 YARDS WEST
 JU2932'OF DELSEA DRIVE.  (NOTE 1A 7A)
 JU2932'
 JU2932'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GOSHEN NO 2 1932,
 JU2932'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JU2932'6-INCHES.  IT IS 231 FEET EAST OF THE CENTER OF STATE HIGHWAY 47
 JU2932'(DELSEA DRIVE), 166 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 JU2932'SCHOOL AND IN THE NORTHWEST CORNER OF A WOODED AREA.  (NOTE 11A)
 JU2932'
 JU2932'REFERENCE MARK 4 IS A STANDARD DISK STAMPED GOSHEN 1932 NO 4 1974,
 JU2932'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 JU2932'PROJECTS 4-INCHES AND IT IS IN THE NORTHWEST EDGE OF A PLAY
 JU2932'GROUNDS.  IT IS 162.3 FEET EAST OF THE SOUTHEAST CORNER OF THE
 JU2932'SCHOOL AND 100 YARDS EAST OF THE CENTER OF STATE HIGHWAY 47
 JU2932'(DELSEA DRIVE).  (NOTE 11A)
 JU2932'
 JU2932'DUE TO THE STATION BEING IN THE PLAY GROUNDS, NO WITNESS POST
 JU2932'WAS SET.
 JU2932
 JU2932                          STATION RECOVERY (1980)
 JU2932
 JU2932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 JU2932'THE STATION SURFACE MARK WAS FOUND DESTROYED.  THE SUB-SURFACE MARK
 JU2932'WAS FOUND IN GOOD CONDITION.  REFERENCE MARK ONE (AZI MK) WAS SEARCHED
 JU2932'FOR BUT DUE TO LACK OF VISIBILITY IT WAS NOT FOUND.  REFERENCE MARK
 JU2932'TWO WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARKS THREE
 JU2932'AND FOUR WERE SEARCHED FOR BUT NOT FOUND AND BELIEVED DESTROYED BY
 JU2932'THE CONSTRUCTION OF A TENNIS COURT AND BASKETBALL COURT.  NEW
 JU2932'REFERENCE MARKS FIVE AND SIX WERE ESTABLISHED.  A NEW STATION SURFACE
 JU2932'MARK WAS SET IN THE HORIZONTAL POSITION AS THE OLD SUB-SURFACE DISK
 JU2932'WAS FOUND.  THE DISTANCE TO REFERENCE MARK TWO CHECKED THE PREVIOUS
 JU2932'MEASUREMENT AND THE ANGLE BETWEEN IT AND THE GOSHEN ME CHURCH STEEPLE
 JU2932'CHECKED.
 JU2932'
 JU2932'THE STATION IS LOCATED ABOUT 30 AIRLINE MILES SOUTHWEST OF ATLANTIC
 JU2932'CITY, 15 MILES NORTH OF CAPE MAY AND IN THE SOUTH PART OF GOSHEN.
 JU2932'THE PROPERTY IS OWNED BY THE GOSHEN SCHOOL DISTRICT.
 JU2932'
 JU2932'TO REACH THE STATION FROM THE POST OFFICE IN GOSHEN WHICH IS LOCATED
 JU2932'AT THE INTERSECTION OF GOSHEN LANDING ROAD, DELSEA DRIVE AND STATE
 JU2932'HIGHWAY 47 IN GOSHEN, GO SOUTH ON STATE HIGHWAY 47 (DELSEA DRIVE) FOR
 JU2932'0.25 MILE TO THE OLD GOSHEN SCHOOL ON THE LEFT AND THE STATION ON THE
 JU2932'LEFT.
 JU2932'
 JU2932'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 JU2932'---GOSHEN 1932 1980---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU2932'30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 91.4
 JU2932'METERS (300 FEET) E FROM THE CENTER OF STATE HIGHWAY 47, 55.2 METERS
 JU2932'(181 FEET) SE FROM THE SOUTHEAST CORNER OF THE OLD GOSHEN SCHOOL,
 JU2932'30.8 METERS (101 FEET) NE FROM A WITNESS POST, 16.2 METERS (53 FEET)
 JU2932'NW FROM A CONCRETE PROPERTY CORNER MARKER, 0.3 METER (1 FOOT) E FROM
 JU2932'THE EAST EDGE OF A PAVED TENNIS COURT, 5.5 METERS (18 FEET) NNE FROM
 JU2932'THE SOUTHEAST CORNER OF THE TENNIS COURT, AND 17.22 METERS (56.5
 JU2932'FEET) SSW FROM A 18-INCH WILD CHERRY TREE.
 JU2932'
 JU2932'THE UNDERGROUND MARK IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 JU2932'NOS) DISK STAMPED---GOSHEN 1932---SET INTO AN IRREGULAR MASS OF
 JU2932'CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 JU2932'
 JU2932'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 JU2932'NOS) DISK STAMPED---GOSHEN NO 2 1932---SET INTO THE TOP OF A SQUARE
 JU2932'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 15 CM (6
 JU2932'INCHES) ABOVE THE GROUND LOCATED 70.4 METERS (231 FEET) E FROM THE
 JU2932'CENTER OF STATE HIGHWAY 47, 50.6 METERS (166 FEET) S FROM THE
 JU2932'SOUTHEAST CORNER OF THE OLD SCHOOL HOUSE, 19.8 METERS (65 FEET) SE
 JU2932'FROM THE SOUTHWEST CORNER OF THE PAVED TENNIS COURT, 0.6 METER (2
 JU2932'FEET) E FROM THE WITNESS POST, AND 0.3 METER (1 FOOT) LOWER THAN THE
 JU2932'STATION.
 JU2932'
 JU2932'REFERENCE MARK NO. 5 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JU2932'STAMPED---GOSHEN 1932 NO 5 1980---SET IN A DRILL HOLE IN A CURB
 JU2932'ALONG THE WEST SIDE OF STATE HIGHWAY 47.  IT PROJECTS 6-INCHES AND IS
 JU2932'LOCATED 24.1 METERS (79 FEET) SW FROM THE SOUTHWEST CORNER OF THE OLD
 JU2932'GOSHEN SCHOOL, 6.1 METERS (20 FEET) E FROM THE CENTER OF STATE
 JU2932'HIGHWAY 47, 5.8 METERS (19 FEET) SW FROM THE SOUTHWEST CORNER OF A
 JU2932'SMALL WOOD PUMP HOUSE, AND 1.07 METERS (3.5 FEET) N FROM A POWERLINE
 JU2932'POLE NUMBERED 247 N13108.
 JU2932'
 JU2932'REFERENCE MARK NO. 6 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JU2932'STAMPED---GOSHEN 1932 NO 6 1980---CEMENTED IN A DRILL HOLE IN THE
 JU2932'SOUTHEAST CORNER OF A 2.5 BY 2 FOOT SQUARE CONCRETE BLOCK PROJECTING
 JU2932'6-INCHES.  IT IS LOCATED 61.6 METERS (202 FEET) N FROM THE WITNESS
 JU2932'POST, 21.3 METERS (70 FEET) N FROM THE NORTHWEST CORNER OF A
 JU2932'BASKETBALL COURT, 19.2 METERS (63 FEET) NE FROM THE NORTHEAST CORNER
 JU2932'OF A DAUGHTERS OF AMERICA CRESCENT COUNCIL NO 61 BUILDING, AND 4.0
 JU2932'METERS (13 FEET) S FROM A CHAIN LINK FENCE AT THE PROPERTY LINE.
 JU2932
 JU2932                          STATION RECOVERY (1980)
 JU2932
 JU2932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 JU2932'RECOVERED IN GOOD CONDITION.
 JU2932
 JU2932                          STATION RECOVERY (1990)
 JU2932
 JU2932'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2932'THE STATION IS LOCATED IN THE TOWN OF GOSHEN, IN MIDDLE TOWNSHIP, ON
 JU2932'THE GROUNDS OF THE OLD GOSHEN SCHOOL, THE PROPERTY OF THE GOSHEN
 JU2932'SCHOOL DISTRICT.  TO REACH THE STATION FROM THE GOSHEN POST OFFICE AT
 JU2932'THE JUNCTION OF GOSHEN LANDING ROAD AND DELSEA DRIVE, STATE ROUTE 47,
 JU2932'GO 0.4 KM (0.2 MI) SOUTH ON ROUTE 47 TO THE OLD GOSHEN SCHOOL AND THE
 JU2932'STATION ON THE LEFT.  THE STATION IS 91 M (298.6 FT) EAST FROM THE
 JU2932'ROUTE 47 CENTERLINE, 55.2 M (181.1 FT) SOUTHEAST FROM THE SOUTHEAST
 JU2932'CORNER OF THE OLD SCHOOLHOUSE, 16.2 M (53.1 FT) NORTHEAST FROM A
 JU2932'CONCRETE PROPERTY MARKER, 0.3 M (1.0 FT) EAST FROM THE EAST EDGE OF
 JU2932'THE TENNIS COURT, 5.5 M (18.0 FT) NORTH NORTHEAST FROM THE SOUTHEAST
 JU2932'CORNER OF THE TENNIS COURT, 17.2 M (56.4 FT) SOUTH SOUTHEAST FROM A
 JU2932'20 INCH DIAMETER CHERRY TREE AND FLUSH WITH THE GROUND.
 JU2932
 JU2932                          STATION RECOVERY (2006)
 JU2932
 JU2932'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2660 ***********************************************************************
 JU2660  DESIGNATION -  GOWDYS HOUSE 1873
 JU2660  PID         -  JU2660
 JU2660  STATE/COUNTY-  NJ/OCEAN
 JU2660  USGS QUAD   -  TOMS RIVER (1989)
 JU2660
 JU2660                         *CURRENT SURVEY CONTROL
 JU2660  ___________________________________________________________________
 JU2660* NAD 83(1996)-  39 57 11.73959(N)    074 10 33.52022(W)     ADJUSTED  
 JU2660* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 JU2660  ___________________________________________________________________
 JU2660  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 JU2660  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU2660
 JU2660  HORZ ORDER  -  SECOND
 JU2660
 JU2660.The horizontal coordinates were established by classical geodetic methods
 JU2660.and adjusted by the National Geodetic Survey in September 1999..
 JU2660
 JU2660.The orthometric height was scaled from a topographic map.
 JU2660
 JU2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2660
 JU2660.The geoid height was determined by GEOID03.
 JU2660
 JU2660;                    North         East     Units Scale Factor Converg.
 JU2660;SPC NJ       -   124,375.572   177,685.615   MT  0.99990943   +0 12 29.1
 JU2660;SPC NJ       -   408,055.52    582,956.89   sFT  0.99990943   +0 12 29.1
 JU2660;UTM  18      - 4,422,894.708   570,386.648   MT  0.99966099   +0 31 45.0
 JU2660
 JU2660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2660!SPC NJ       -   1.00000257  x   0.99990943  =   0.99991200
 JU2660!UTM  18      -   1.00000257  x   0.99966099  =   0.99966356
 JU2660
 JU2660:                Primary Azimuth Mark                     Grid Az
 JU2660:SPC NJ       -  LAVALLETTE STANDPIPE                     078 50 57.5
 JU2660:UTM  18      -  LAVALLETTE STANDPIPE                     078 31 41.6
 JU2660
 JU2660|---------------------------------------------------------------------|
 JU2660| PID    Reference Object                     Distance      Geod. Az  |
 JU2660|                                                           dddmmss.s |
 JU2660| JU2587 LAVALLETTE STANDPIPE                APPROX. 9.1 KM 0790326.6 |
 JU2660| JU2600 SEASIDE HEIGHTS STANDPIPE           APPROX. 8.5 KM 0971653.5 |
 JU2660| JU2601 SEASIDE HEIGHTS WATER TANK          APPROX. 8.5 KM 0972100.8 |
 JU2660| JU2628 BARNEGAT LIGHTHOUSE                 APPROX.21.8 KM 1640538.6 |
 JU2660|---------------------------------------------------------------------|
 JU2660
 JU2660                          SUPERSEDED SURVEY CONTROL
 JU2660
 JU2660  NAD 83(1986)-  39 57 11.73345(N)    074 10 33.51602(W) AD(       ) 2
 JU2660  NAD 27      -  39 57 11.30610(N)    074 10 35.01500(W) AD(       ) 2
 JU2660
 JU2660.Superseded values are not recommended for survey control.
 JU2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2660.See file dsdata.txt to determine how the superseded data were derived.
 JU2660
 JU2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7038722895(NAD 83)
 JU2660
 JU2660  HISTORY     - Date     Condition        Report By
 JU2660  HISTORY     - 1873     MONUMENTED       CGS
 JU2660  HISTORY     - 1907     GOOD             CGS
 JU2660  HISTORY     - 1926     GOOD             CGS
 JU2660  HISTORY     - 1929     GOOD             CGS
 JU2660  HISTORY     - 1931     SEE DESCRIPTION  CGS
 JU2660  HISTORY     - 1932     SEE DESCRIPTION  CGS
 JU2660  HISTORY     - 1951     SEE DESCRIPTION  CGS
 JU2660  HISTORY     - 1962     MARK NOT FOUND   CGS
 JU2660  HISTORY     - 19940810 MARK NOT FOUND   USPSQD
 JU2660
 JU2660                          STATION DESCRIPTION
 JU2660
 JU2660'DESCRIBED BY COAST AND GEODETIC SURVEY 1907
 JU2660'THIS HOUSE IS ON HIGH GROUND ON THE N SIDE OF THE ROAD FROM TOMS
 JU2660'RIVER TO ISLAND HEIGHTS AND E SIDE OF AN INTERSECTION ROAD.  IT
 JU2660'IS ABOUT A MILE E OF THE BUSINESS PORTION OF THE VILLAGE OF TOMS
 JU2660'RIVER.  THE STATION IS THE CENTER OF THE ORNAMENTAL IRON WORK ON
 JU2660'THE TOP OF THE CUPOLA, AND THE CORRESPONDING POINT ON THE FLOOR
 JU2660'OF THE UPPER ROOM OF THE CUPOLA IS MARKED BY A COPPER TACK
 JU2660'WITHIN A TRIANGLE.  THE HOUSE BELONGS TO J.G. GOWDY.
 JU2660
 JU2660                          STATION RECOVERY (1926)
 JU2660
 JU2660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (WHB)
 JU2660'STATION FOUND AS DESCRIBED.  IT IS MY OPINION THAT
 JU2660'THE OLD CENTER WAS RECOVERED.  THE ORNAMENTAL IRON WORK WAS
 JU2660'CENTERED ON THE CAP AND THE CAP CENTERED ON THE CUPOLA.  AS THE
 JU2660'BOARD FORMING THE CAP HAD ROTTED IN PLACES, IT WAS REPLACED.  AND
 JU2660'THE BOARD RESTING ON THE ENDS OF THE RAFTERS AND CONSTITUTING A
 JU2660'PART OF ITS BASE WAS VERY OLD.  IT HAD DECAYED TO A BRITTLENESS,
 JU2660'AND WAS HELD IN PLACE WITH SQUARE NAILS, PROBABLY PLACED THERE
 JU2660'WHEN THE HOUSE AND CUPOLA WERE BUILT.
 JU2660'
 JU2660'THE INSTRUMENT WAS MOUNTED ON THE CAP.
 JU2660
 JU2660                          STATION RECOVERY (1929)
 JU2660
 JU2660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (ERM)
 JU2660'STATION FOUND AS DESCRIBED.  HOUSE AND MARKS IN GOOD CONDITION.
 JU2660'
 JU2660'THIS PROPERTY IS NOW USED AS A CONVALESCENT HOME FOR AMERICAN
 JU2660'LEGION VETERANS AND OWNED BY THE LOCAL CHAPTER.  I INTERVIEWED
 JU2660'THE HOUSE MANAGER, AND HE WILL COOPERATE IF STATION IS USED FOR
 JU2660'FUTURE WORK.
 JU2660
 JU2660                          STATION RECOVERY (1931)
 JU2660
 JU2660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (ERM)
 JU2660'STATION RECOVERED.  FLOOR MARK INSIDE OF CUPOLA HAS BEEN
 JU2660'DESTROYED BY NEW FLOOR.  TREES IN GROUNDS HAVE GROWN SO HIGH
 JU2660'THAT IT WILL BE NECESSARY TO ELEVATE OVER CUPOLA TO SEE STATIONS
 JU2660'TO W.
 JU2660
 JU2660                          STATION RECOVERY (1932)
 JU2660
 JU2660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2660'STATION WAS RECOVERED AS DESCRIBED, THE ORNAMENTAL IRON WORK
 JU2660'BEING IN PLACE BUT THE TACK MARKING THE STATION WAS NOT SEEN.  THE
 JU2660'HOUSE ITSELF IS STILL IN FAIR CONDITION.  DUE TO THE HEIGHT OF THE
 JU2660'TIMBER IT WAS NECESSARY TO USE AN ECCENTRIC STATION FOR
 JU2660'OBSERVATIONS.
 JU2660'
 JU2660'A NEW STATION MARK, AS DESCRIBED IN NOTES 1A AND 7A.  ALSO 3
 JU2660'NEW REFERENCE MARKS, AS DESCRIBED IN NOTE 11A, WERE ESTABLISHED
 JU2660'AND STAMPED, GOWDYS HOUSE ECC. 1932.  A DIRECT TIE WAS MADE TO
 JU2660'GOWDYS HOUSE.  SEE DESCRIPTION OF GOWDYS HOUSE ECC.
 JU2660
 JU2660                          STATION RECOVERY (1951)
 JU2660
 JU2660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2660'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 JU2660'IS ADEQUATE AND COMPLETE WITH THE FOLLOWING EXCEPTIONS--
 JU2660'
 JU2660'THE HOUSE IS NOW THE HOLLYWOOD INN.  GOWDYS HOUSE ECCENTRIC,
 JU2660'1932 HAS BEEN DESTROYED.  SEE RECOVERY NOTE OF 1951.
 JU2660
 JU2660                          STATION RECOVERY (1962)
 JU2660
 JU2660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2660'NOT RECOVERED.  THE ORNAMENTAL IRONWORK IS MISSING FROM THE
 JU2660'ROOF OF THE CUPOLA OF THE BUILDING, NOW OCCUPIED BY
 JU2660'B.P.O. ELKS.  THE ROOF OF THE CUPOLA IS IN GOOD CONDITION.  THE
 JU2660'INSIDE MARK WAS REPORTED DESTROYED IN 1931.
 JU2660
 JU2660                          STATION RECOVERY (1994)
 JU2660
 JU2660'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU2660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2662 ***********************************************************************
 JU2662  DESIGNATION -  GOWDYS HOUSE ECCENTRIC
 JU2662  PID         -  JU2662
 JU2662  STATE/COUNTY-  NJ/OCEAN
 JU2662  USGS QUAD   -  TOMS RIVER (1989)
 JU2662
 JU2662                         *CURRENT SURVEY CONTROL
 JU2662  ___________________________________________________________________
 JU2662* NAD 83(1996)-  39 57 12.50622(N)    074 10 31.80004(W)     ADJUSTED  
 JU2662* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 JU2662  ___________________________________________________________________
 JU2662  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 JU2662  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU2662
 JU2662  HORZ ORDER  -  FIRST
 JU2662
 JU2662.The horizontal coordinates were established by classical geodetic methods
 JU2662.and adjusted by the National Geodetic Survey in September 1999..
 JU2662
 JU2662.The orthometric height was scaled from a topographic map.
 JU2662
 JU2662.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2662
 JU2662.The geoid height was determined by GEOID03.
 JU2662
 JU2662;                    North         East     Units Scale Factor Converg.
 JU2662;SPC NJ       -   124,399.363   177,726.357   MT  0.99990946   +0 12 30.2
 JU2662;SPC NJ       -   408,133.58    583,090.56   sFT  0.99990946   +0 12 30.2
 JU2662;UTM  18      - 4,422,918.721   570,427.245   MT  0.99966106   +0 31 46.2
 JU2662
 JU2662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2662!SPC NJ       -   1.00000257  x   0.99990946  =   0.99991203
 JU2662!UTM  18      -   1.00000257  x   0.99966106  =   0.99966363
 JU2662
 JU2662:                Primary Azimuth Mark                     Grid Az
 JU2662:SPC NJ       -  INDIAN                                   002 33 07.3
 JU2662:UTM  18      -  INDIAN                                   002 13 51.3
 JU2662
 JU2662|---------------------------------------------------------------------|
 JU2662| PID    Reference Object                     Distance      Geod. Az  |
 JU2662|                                                           dddmmss.s |
 JU2662| JU2663 INDIAN                              APPROX. 4.5 KM 0024537.5 |
 JU2662| JU2587 LAVALLETTE STANDPIPE                APPROX. 9.1 KM 0790920.1 |
 JU2662| JU2600 SEASIDE HEIGHTS STANDPIPE           APPROX. 8.4 KM 0972834.3 |
 JU2662| JU2617 ISLAND BEACH CG LOOKOUT SPIRE       APPROX.10.3 KM 1284144.5 |
 JU2662| CB2017 GOWDYS HOUSE ECC RM 1                63.914 METERS 16252     |
 JU2662| JU2660 GOWDYS HOUSE 1873                    47.183 METERS 23956     |
 JU2662| JU2661 TOMS RIVER STANDPIPE                APPROX. 1.7 KM 2720929.4 |
 JU2662| KV5301 LAKEHURST BN ROOF DIRIG HANGAR      APPROX.14.5 KM 3045858.3 |
 JU2662| CB2018 GOWDYS HOUSE ECC RM 2                40.901 METERS 30511     |
 JU2662| KV5303 LAKEHURST USN AIR STA HIGH TK       APPROX.15.0 KM 3061401.4 |
 JU2662| KV5302 LAKEHURST AIRPORT PWR HSE STK       APPROX.14.9 KM 3065553.1 |
 JU2662| CB2019 GOWDYS HOUSE ECC RM 3 AZIMUTH                      33923     |
 JU2662|---------------------------------------------------------------------|
 JU2662
 JU2662                          SUPERSEDED SURVEY CONTROL
 JU2662
 JU2662  NAD 83(1986)-  39 57 12.50008(N)    074 10 31.79583(W) AD(       ) 1
 JU2662  NAD 27      -  39 57 12.07130(N)    074 10 33.29400(W) AD(       ) 1
 JU2662
 JU2662.Superseded values are not recommended for survey control.
 JU2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2662.See file dsdata.txt to determine how the superseded data were derived.
 JU2662
 JU2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7042722919(NAD 83)
 JU2662_MARKER: DS = TRIANGULATION STATION DISK
 JU2662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2662
 JU2662  HISTORY     - Date     Condition        Report By
 JU2662  HISTORY     - 1932     MONUMENTED       CGS
 JU2662  HISTORY     - 1934     GOOD             NJGS
 JU2662  HISTORY     - 1947     SEE DESCRIPTION  NJGS
 JU2662  HISTORY     - 1951     SEE DESCRIPTION  CGS
 JU2662  HISTORY     - 1962     MARK NOT FOUND   CGS
 JU2662  HISTORY     - 19940810 MARK NOT FOUND   USPSQD
 JU2662
 JU2662                          STATION DESCRIPTION
 JU2662
 JU2662'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2662'FROM THE POST OFFICE IN TOMS RIVER, NEW JERSEY GO E ON
 JU2662'WASHINGTON STREET 1.2 MILES TO GOWDYS HOUSE, A FRAME BUILDING
 JU2662'WITH A CUPOLA SURMOUNTED BY ORNAMENTAL IRON WORK, ON N SIDE OF
 JU2662'HIGHWAY AND JUST E OF ROAD INTERSECTION.  THE STATION IS ON E
 JU2662'PROPERTY LINE, 34.4 METERS NE OF NE CORNER OF HOUSE.  62 METERS
 JU2662'N OF W PORTAL OF GATE.  15.8 METERS ENE OF MANHOLE E OF HOUSE.
 JU2662'
 JU2662'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2662'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU2662'
 JU2662'REFERENCE MARK NO.1 IS SSE OF STATION ON W SIDE OF HIGHWAY,
 JU2662'9.4 METERS W OF CENTER LINE.  11.4 METERS E OF E PORTAL OF
 JU2662'GATE.  REFERENCE MARK NO.2 IS NW OF STATION AT NE CORNER OF
 JU2662'BACK-YARD FENCE.  6.4 METERS ENE OF 4-FOOT WILLOW TREE.  14
 JU2662'METERS E OF E FACE OF GARAGE.  9.4 METERS SE OF SE CORNER OF
 JU2662'CONCRETE PIGPEN.  REFERENCE MARK NO.3 IS NW OF STATION ON E
 JU2662'SIDE OF MACADAM ROAD, 8 METERS FROM CENTER LINE.  5 METERS S
 JU2662'OF E AND W FENCE LINE.  0.3 METER E OF N AND S FENCE LINE.  6
 JU2662'METERS NE OF 12-INCH MAPLE TREE.
 JU2662'
 JU2662'A DIRECT TIE WAS MADE TO GOWDYS HOUSE 1872.  MEASUREMENT NOT
 JU2662'HELD IN ADJUSTMENT.
 JU2662'
 JU2662'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 JU2662
 JU2662                          STATION RECOVERY (1934)
 JU2662
 JU2662'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1934
 JU2662'REFERENCE MARK NO.1 IS ON N SIDE OF HIGHWAY, (WASHINGTON STREET)
 JU2662'INSTEAD OF W SIDE AS PER DESCRIPTION.  OTHERWISE DESCRIPTION
 JU2662'IS OKAY AND STATION IN GOOD CONDITION.
 JU2662
 JU2662                          STATION RECOVERY (1947)
 JU2662
 JU2662'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1947 (DLS)
 JU2662'THE TOP DISK OF THIS STATION DESTROYED AND FOUND 50 FEET FROM
 JU2662'ITS DESIGNATED LOCATION.  IT WAS STILL SET IN ITS CONCRETE BASE
 JU2662'(CONCRETE ABOUT 1 FOOT SQUARE AT THE TOP AND 4 FEET LONG) WHICH
 JU2662'HAD EVIDENTLY BEEN PUSHED ASIDE BY A BULLDOZER.  I DID NOT DIG FOR
 JU2662'THE UNDERGROUND MARK WHICH I BELIEVE TO STILL BE THERE.
 JU2662'REFERENCE MARK NO. 2 FOUND IN SAME CONDITION AS STATION.  DISKS
 JU2662'STAMPED GOWDYS HOUSE ECC 1932 AND GOWDYS HOUSE ECC R.M. NO.2
 JU2662'WERE TAKEN AND ARE AT THE OFFICE OF THE ENGINEER, N.J.
 JU2662'GEODETIC SURVEY, 342 ACADEMY ST., TRENTON, N.J.
 JU2662
 JU2662                          STATION RECOVERY (1951)
 JU2662
 JU2662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2662'STATION MARK AND R.M. 2 WERE REPORTED DESTROYED IN 1947 BY
 JU2662'THE N.J.G.C.S.  NO ATTEMPT WAS MADE TO DIG FOR THE SUBSURFACE
 JU2662'MARK.  THE HOUSE HAD AN ADDITION BUILT ON THE N END AND THE
 JU2662'REMAINING REFERENCE MEASUREMENTS ARE INSUFFICIENT TO RECOVER
 JU2662'THE MARK.
 JU2662'
 JU2662'R.M. 1 WAS NOT RECOVERED AFTER A 1-HOUR SEARCH BY A TWO-MAN
 JU2662'PARTY.  THE REFERENCE MEASUREMENTS CHECKED AND THE AREA WAS DUG
 JU2662'TO A DEPTH OF TWO FEET WITH NO RESULTS.  IT IS BELIEVED THAT
 JU2662'THE MARK HAS BEEN DESTROYED BY ROAD EQUIPMENT.  R.M. 3 WAS
 JU2662'RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION IS
 JU2662'ADEQUATE AND COMPLETE.
 JU2662
 JU2662                          STATION RECOVERY (1962)
 JU2662
 JU2662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2662'NOT RECOVERED.  NONE OF THE MARKS WERE FOUND AFTER A DILIGENT
 JU2662'SEARCH.
 JU2662
 JU2662                          STATION RECOVERY (1994)
 JU2662
 JU2662'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU2662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2950 ***********************************************************************
 JU2950  DESIGNATION -  GRASS
 JU2950  PID         -  JU2950
 JU2950  STATE/COUNTY-  NJ/CAPE MAY
 JU2950  USGS QUAD   -  STONE HARBOR (1972)
 JU2950
 JU2950                         *CURRENT SURVEY CONTROL
 JU2950  ___________________________________________________________________
 JU2950* NAD 83(1996)-  39 00 38.92112(N)    074 48 40.49803(W)     ADJUSTED  
 JU2950* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2950  ___________________________________________________________________
 JU2950  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 JU2950  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 JU2950
 JU2950  HORZ ORDER  -  THIRD
 JU2950
 JU2950.The horizontal coordinates were established by classical geodetic methods
 JU2950.and adjusted by the National Geodetic Survey in September 1999..
 JU2950
 JU2950.The orthometric height was scaled from a topographic map.
 JU2950
 JU2950.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2950
 JU2950.The geoid height was determined by GEOID03.
 JU2950
 JU2950;                    North         East     Units Scale Factor Converg.
 JU2950;SPC NJ       -    19,746.669   123,044.351   MT  0.99990894   -0 11 45.3
 JU2950;SPC NJ       -    64,785.53    403,688.01   sFT  0.99990894   -0 11 45.3
 JU2950;UTM  18      - 4,317,993.283   516,341.759   MT  0.99960329   +0 07 07.7
 JU2950
 JU2950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2950!SPC NJ       -   1.00000546  x   0.99990894  =   0.99991440
 JU2950!UTM  18      -   1.00000546  x   0.99960329  =   0.99960875
 JU2950
 JU2950|---------------------------------------------------------------------|
 JU2950| PID    Reference Object                     Distance      Geod. Az  |
 JU2950|                                                           dddmmss.s |
 JU2950| CB2020 GRASS RM 1                           44.122 METERS 29613     |
 JU2950| JU2946 ROAD                                APPROX. 3.3 KM 3294832.7 |
 JU2950|---------------------------------------------------------------------|
 JU2950
 JU2950                          SUPERSEDED SURVEY CONTROL
 JU2950
 JU2950  NAD 83(1991)-  39 00 38.90126(N)    074 48 40.50293(W) AD(       ) 3
 JU2950  NAD 83(1986)-  39 00 38.89806(N)    074 48 40.50349(W) AD(       ) 3
 JU2950  NAD 27      -  39 00 38.49100(N)    074 48 41.90300(W) AD(       ) 3
 JU2950
 JU2950.Superseded values are not recommended for survey control.
 JU2950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2950.See file dsdata.txt to determine how the superseded data were derived.
 JU2950
 JU2950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1634217993(NAD 83)
 JU2950_MARKER: DS = TRIANGULATION STATION DISK
 JU2950_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU2950_SP_SET: TOP OF METAL PIPE IN CONCRETE
 JU2950
 JU2950  HISTORY     - Date     Condition        Report By
 JU2950  HISTORY     - 1936     MONUMENTED       CGS
 JU2950  HISTORY     - 1937     GOOD             CGS
 JU2950
 JU2950                          STATION DESCRIPTION
 JU2950
 JU2950'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2950'LOCATED ABOUT ONE MILE W OF N WILDWOOD AND ABOUT 1 MILE NE OF THE
 JU2950'PHILADELPHIA AND READING RAILROAD BRIDGE ACROSS GRASSY SOUND
 JU2950'CHANNEL.  THE STATION IS LOCATED ABOUT 100 YARDS SE OF A
 JU2950'HOOK-SHAPED POINT ON THE E SIDE OF GRASSY SOUND.  IT IS 125 FEET
 JU2950'INSHORE FROM A RAGGED SHORE LINE ON THE NE AND ABOUT 143 FEET
 JU2950'FROM A RAGGED SHORE LINE ON THE W.
 JU2950'
 JU2950'STATION IS MARKED, AS DESCRIBED IN NOTE 6C, BY A STANDARD DISK,
 JU2950'STAMPED GRASS 1936, SET IN THE TOP OF AN 8-INCH CONCRETE-FILLED
 JU2950'TILE WHICH PROJECTS 5 INCHES ABOVE GROUND.
 JU2950'
 JU2950'REFERENCE MARK NO.1 IS IN A NORTHWESTERLY DIRECTION FROM
 JU2950'THE STATION AND IS MARKED, AS DESCRIBED IN NOTE 13C, BY A STANDARD
 JU2950'DISK, STAMPED NO.1 GRASS 1936, SET IN TOP OF A 10-INCH
 JU2950'CONCRETE-FILLED TILE WHICH PROJECTS 6 INCHES ABOVE GROUND.
 JU2950
 JU2950                          STATION RECOVERY (1937)
 JU2950
 JU2950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2950'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4078 ***********************************************************************
 KV4078  DESIGNATION -  GRASS
 KV4078  PID         -  KV4078
 KV4078  STATE/COUNTY-  NJ/BERGEN
 KV4078  USGS QUAD   -  WEEHAWKEN (1995)
 KV4078
 KV4078                         *CURRENT SURVEY CONTROL
 KV4078  ___________________________________________________________________
 KV4078* NAD 83(1996)-  40 47 48.55098(N)    074 04 43.68396(W)     ADJUSTED  
 KV4078* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4078  ___________________________________________________________________
 KV4078  LAPLACE CORR-           6.76  (seconds)                    DEFLEC99
 KV4078  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KV4078
 KV4078  HORZ ORDER  -  THIRD
 KV4078
 KV4078.The horizontal coordinates were established by classical geodetic methods
 KV4078.and adjusted by the National Geodetic Survey in September 1999..
 KV4078
 KV4078.The orthometric height was scaled from a topographic map.
 KV4078
 KV4078.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4078
 KV4078.The geoid height was determined by GEOID03.
 KV4078
 KV4078;                    North         East     Units Scale Factor Converg.
 KV4078;SPC NJ       -   218,071.615   185,542.740   MT  0.99991554   +0 16 30.7
 KV4078;SPC NJ       -   715,456.62    608,734.81   sFT  0.99991554   +0 16 30.7
 KV4078;SPC NY L     -    69,979.078   293,349.769   MT  0.99999533   -0 03 05.6
 KV4078;SPC NY L     -   229,589.69    962,431.70   sFT  0.99999533   -0 03 05.6
 KV4078;UTM  18      - 4,516,610.723   577,712.156   MT  0.99967433   +0 36 06.9
 KV4078
 KV4078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4078!SPC NJ       -   1.00000491  x   0.99991554  =   0.99992045
 KV4078!SPC NY L     -   1.00000491  x   0.99999533  =   1.00000024
 KV4078!UTM  18      -   1.00000491  x   0.99967433  =   0.99967924
 KV4078
 KV4078|---------------------------------------------------------------------|
 KV4078| PID    Reference Object                     Distance      Geod. Az  |
 KV4078|                                                           dddmmss.s |
 KV4078| CB5972 GRASS RM 2                                         02342     |
 KV4078| KV4068 PORT                                APPROX. 0.7 KM 0683728.5 |
 KV4078| KV4072 REED                                309.854 METERS 14335     |
 KV4078| CB5971 GRASS RM 1                                         24841     |
 KV4078|---------------------------------------------------------------------|
 KV4078
 KV4078                          SUPERSEDED SURVEY CONTROL
 KV4078
 KV4078  NAD 83(1996)-  40 47 48.55090(N)    074 04 43.68404(W) AD(       ) 3
 KV4078  NAD 83(1996)-  40 47 48.54999(N)    074 04 43.68551(W) AD(       ) 3
 KV4078  NAD 83(1992)-  40 47 48.54897(N)    074 04 43.68650(W) AD(       ) 3
 KV4078  NAD 83(1986)-  40 47 48.55316(N)    074 04 43.68484(W) AD(       ) 3
 KV4078  NAD 27      -  40 47 48.19100(N)    074 04 45.17300(W) AD(       ) 3
 KV4078
 KV4078.Superseded values are not recommended for survey control.
 KV4078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4078.See file dsdata.txt to determine how the superseded data were derived.
 KV4078
 KV4078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7771216611(NAD 83)
 KV4078_MARKER: DS = TRIANGULATION STATION DISK
 KV4078_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4078_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4078
 KV4078  HISTORY     - Date     Condition        Report By
 KV4078  HISTORY     - 1914     MONUMENTED       CGS
 KV4078  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV4078
 KV4078                          STATION DESCRIPTION
 KV4078
 KV4078'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV4078'STATION IS ON THE W SIDE OF HACKENSACK RIVER, ABOUT 300 METERS
 KV4078'BELOW THE MOUTH OF BERRY CREEK CANAL, AND 1/2 MILE ABOVE THE N
 KV4078'END OF ERIE RAILROAD BRIDGE.
 KV4078'
 KV4078'THE STATION IS ABOUT 70 METERS FROM SHORE AND IS MARKED BY A
 KV4078'STANDARD BRASS DISK CEMENTED IN THE TOP OF A 4-INCH TILE PIPE
 KV4078'AND SUNK TO WITHIN TWO INCHES OF THE GROUND SURFACE.
 KV4078'
 KV4078'THE SUBSURFACE MARK IS A BURIED BOTTLE.
 KV4078'
 KV4078'TWO REFERENCE MARKS, EACH A NAIL IN CEMENT CONTAINED IN A 3-INCH
 KV4078'TILE PIPE, ARE PLACED RESPECTIVELY, 43.91 FEET N 35 DEG E AND
 KV4078'45.43 FEET S 70 DEG W FROM THE STATION.
 KV4078
 KV4078                          STATION RECOVERY (1932)
 KV4078
 KV4078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4078'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2952 ***********************************************************************
 JU2952  DESIGNATION -  GRASSEY SOUND
 JU2952  PID         -  JU2952
 JU2952  STATE/COUNTY-  NJ/CAPE MAY
 JU2952  USGS QUAD   -  STONE HARBOR (1972)
 JU2952
 JU2952                         *CURRENT SURVEY CONTROL
 JU2952  ___________________________________________________________________
 JU2952* NAD 83(1996)-  39 01 47.06523(N)    074 48 03.19243(W)     ADJUSTED  
 JU2952* NAVD 88     -         7.396  (meters)      24.27   (feet)  ADJUSTED  
 JU2952  ___________________________________________________________________
 JU2952  X           -   1,300,705.980 (meters)                     COMP
 JU2952  Y           -  -4,787,686.196 (meters)                     COMP
 JU2952  Z           -   3,994,864.757 (meters)                     COMP
 JU2952  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 JU2952  ELLIP HEIGHT-         -27.93  (meters)          (10/23/02) GPS OBS
 JU2952  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 JU2952  DYNAMIC HT  -           7.391 (meters)      24.25  (feet)  COMP
 JU2952  MODELED GRAV-     980,057.2   (mgal)                       NAVD 88
 JU2952
 JU2952  HORZ ORDER  -  FIRST
 JU2952  VERT ORDER  -  FIRST     CLASS II
 JU2952  ELLP ORDER  -  FOURTH    CLASS I
 JU2952
 JU2952.The horizontal coordinates were established by GPS observations
 JU2952.and adjusted by the National Geodetic Survey in May 1999..
 JU2952
 JU2952.The orthometric height was determined by differential leveling
 JU2952.and adjusted by the National Geodetic Survey in March 2001..
 JU2952
 JU2952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2952
 JU2952.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2952
 JU2952.The ellipsoidal height was determined by GPS observations
 JU2952.and is referenced to NAD 83.
 JU2952
 JU2952.The geoid height was determined by GEOID03.
 JU2952
 JU2952.The dynamic height is computed by dividing the NAVD 88
 JU2952.geopotential number by the normal gravity value computed on the
 JU2952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2952.degrees latitude (g = 980.6199 gals.).
 JU2952
 JU2952.The modeled gravity was interpolated from observed gravity values.
 JU2952
 JU2952;                    North         East     Units Scale Factor Converg.
 JU2952;SPC NJ       -    21,844.857   123,948.755   MT  0.99990835   -0 11 22.1
 JU2952;SPC NJ       -    71,669.34    406,655.21   sFT  0.99990835   -0 11 22.1
 JU2952;UTM  18      - 4,320,095.767   517,234.349   MT  0.99960366   +0 07 31.4
 JU2952
 JU2952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2952!SPC NJ       -   1.00000438  x   0.99990835  =   0.99991273
 JU2952!UTM  18      -   1.00000438  x   0.99960366  =   0.99960804
 JU2952
 JU2952:                Primary Azimuth Mark                     Grid Az
 JU2952:SPC NJ       -  STONE HARBOR WATER TANK                  053 49 45.2
 JU2952:UTM  18      -  STONE HARBOR WATER TANK                  053 30 51.7
 JU2952
 JU2952|---------------------------------------------------------------------|
 JU2952| PID    Reference Object                     Distance      Geod. Az  |
 JU2952|                                                           dddmmss.s |
 JU2952| JU2961 STONE HARBOR WATER TANK             APPROX. 4.6 KM 0533823.1 |
 JU2952| JU2954 NORTH WILDWOOD NORTH STANDPIPE      APPROX. 2.8 KM 1720742.4 |
 JU2952| CB2021 GRASSEY SOUND AZ MK                                1903522.4 |
 JU2952| HU1263 WILDWOOD STANDPIPE                  APPROX. 4.3 KM 1945047.4 |
 JU2952| HU1272 WILDWOOD LARGE STANDPIPE            APPROX. 7.0 KM 2080942.4 |
 JU2952| AH8991 GRASSEY SOUND RM 1                   15.678 METERS 24333     |
 JU2952| AH8990 GRASSEY SOUND RM 2                    7.733 METERS 30626     |
 JU2952|---------------------------------------------------------------------|
 JU2952
 JU2952                          SUPERSEDED SURVEY CONTROL
 JU2952
 JU2952  ELLIP H (05/14/99)  -27.95   (m)                       GP(       ) 4 1
 JU2952  NAD 83(1992)-  39 01 47.06463(N)    074 48 03.19211(W) AD(       ) 1
 JU2952  ELLIP H (03/31/93)  -28.04   (m)                       GP(       ) 3 2
 JU2952  NAD 83(1991)-  39 01 47.04475(N)    074 48 03.19577(W) AD(       ) 3
 JU2952  NAD 83(1986)-  39 01 47.04249(N)    074 48 03.19651(W) AD(       ) 3
 JU2952  NAD 27      -  39 01 46.63420(N)    074 48 04.59850(W) AD(       ) 3
 JU2952
 JU2952.Superseded values are not recommended for survey control.
 JU2952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2952.See file dsdata.txt to determine how the superseded data were derived.
 JU2952
 JU2952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1723420096(NAD 83)
 JU2952_MARKER: DS = TRIANGULATION STATION DISK
 JU2952_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU2952_SP_SET: BRIDGE SIDEWALK
 JU2952_STAMPING: GRASSEY SOUND 1962
 JU2952_MARK LOGO: CGS   
 JU2952_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2952+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 JU2952
 JU2952  HISTORY     - Date     Condition        Report By
 JU2952  HISTORY     - 1962     MONUMENTED       CGS
 JU2952  HISTORY     - 1962     GOOD             CGS
 JU2952  HISTORY     - 1970     GOOD             NGS
 JU2952  HISTORY     - 1974     GOOD             NGS
 JU2952  HISTORY     - 19900823 GOOD             NJGS
 JU2952  HISTORY     - 19970807 GOOD             NJGS
 JU2952  HISTORY     - 20040621 GOOD             NJDEP
 JU2952  HISTORY     - 20060916 GOOD             GEOCAC
 JU2952
 JU2952                          STATION DESCRIPTION
 JU2952
 JU2952'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2952'NO MEASUREMENT BETWEEN REFERENCE MARKS, RAILING ON LINE.
 JU2952'
 JU2952'THE STATION IS ABOUT 2 MILES NORTH OF NORTH WILDWOOD, JUST SOUTH
 JU2952'OF THE TOLL GATE OF THE GRASSEY SOUND BRIDGE.  IT IS 43 FEET SOUTH
 JU2952'OF THE TOLL GATE, 13 FEET SOUTHEAST OF THE CENTERLINE OF THE
 JU2952'BRIDGE, 2 FEET NORTHEAST OF THE RAILING AND 2 FEET SOUTHEAST OF
 JU2952'THE CONCRETE CURBING.  IT IS A STANDARD STATION MARK DISK SET IN
 JU2952'A DRILL HOLE IN THE CONCRETE WALKWAY OF THE BRIDGE AND IS
 JU2952'STAMPED GRASSEY SOUND 1962.
 JU2952'
 JU2952'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ON THE
 JU2952'PAVED ROAD FOR 0.5 MILE TO A T-ROAD INTERSECTION.  TURN LEFT AND
 JU2952'GO SOUTHERLY FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 JU2952'
 JU2952'REFERENCE MARK 1 IS 88 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 JU2952'OF THE TOLL GATE, 11 FEET NORTHWEST OF THE CENTERLINE OF THE
 JU2952'BRIDGE AND 6 INCHES SOUTHEAST OF THE RAILING.  IT IS A STANDARD
 JU2952'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE CONCRETE CURBING
 JU2952'OF THE BRIDGE AND IS STAMPED GRASSEY SOUND NO 1 1962.
 JU2952'
 JU2952'REFERENCE MARK 2 IS 13 FEET NORTHWEST OF THE CENTERLINE OF THE
 JU2952'BRIDGE, 3 FEET NORTHWEST OF THE CURBING, 2 FEET SOUTHEAST OF THE
 JU2952'RAILING AND SET IN A DRILL HOLE IN THE CONCRETE WALK OFFSET OF THE
 JU2952'BRIDGE.  IT IS A STANDARD DISK AND IS STAMPED GRASSEY SOUND
 JU2952'NO 2 1962.
 JU2952'
 JU2952'THE AZIMUTH MARK IS 23 FEET SOUTHWEST OF THE CENTERLINE OF THE
 JU2952'ROAD AND 1 FOOT SOUTH OF A POWER POLE AND A WITNESS POST.  THE
 JU2952'MONUMENT IS FLUSH AND THE DISK IS STAMPED GRASSEY SOUND 1962.
 JU2952'
 JU2952'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU2952
 JU2952                          STATION RECOVERY (1962)
 JU2952
 JU2952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 JU2952'RECOVERED IN GOOD CONDITION.
 JU2952
 JU2952                          STATION RECOVERY (1970)
 JU2952
 JU2952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU2952'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 JU2952'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE
 JU2952'FOLLOWING ADDITIONS--THE AZIMUTH MARK IS ABOUT 350 FEET WEST OF
 JU2952'WEST END OF BRIDGE AND 1 FOOT EAST OF POWER POLE 5879.
 JU2952'
 JU2952'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2952'2 MILES N OF N WILDWOOD.
 JU2952
 JU2952                          STATION RECOVERY (1974)
 JU2952
 JU2952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU2952'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 JU2952'CONDITION AS DESCRIBED IN THE 1962 DESCRIPTION.  THIS STATION WAS
 JU2952'NOT OCCUPIED AT THIS DATE, IT WAS RECOVERED IN CONJUNCTION WITH
 JU2952'THE NEW JERSEY GEODETIC SURVEY RECOVERY PROGRAM.
 JU2952'
 JU2952'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2952'2 MILES NORTH OF NORTH WILDWOOD.
 JU2952
 JU2952                          STATION RECOVERY (1990)
 JU2952
 JU2952'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2952'RECOVERED IN GOOD CONDITION.
 JU2952
 JU2952                          STATION RECOVERY (1997)
 JU2952
 JU2952'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (RJK)
 JU2952'RECOVERED AS DESCRIBED WITH A NEW DESCRIPTION TO FOLLOW.  THE STATION
 JU2952'IS LOCATED ON THE SOUTHEAST SIDE OF THE BRIDGE CARRYING OCEAN
 JU2952'BOULEVARD OVER THE WATERWAY CONNECTING HEREFORD INLET AND GRASSY SOUND
 JU2952'CHANNEL.  THE STATION IS SET FLUSH IN A DRILL HOLE IN THE SOUTHEAST
 JU2952'BRIDGE SIDEWALK.  THE STATION IS 42.7 FT (13.0 M) SOUTHEAST FROM THE
 JU2952'SOUTHEAST CORNER OF THE TOLL BOOTH, 2.5 FT (0.8 M) EAST SOUTHEAST FROM
 JU2952'THE EAST CURBLINE OF THE NORTHBOUND LANES, 7.1 FT (2.2 M) SOUTH FROM
 JU2952'THE SOUTHWEST CORNER OF THE TRAFFIC GATE FOR THE NORTHBOUND LANES,
 JU2952'25.4 FT (7.7 M) EAST FROM STATION GRASSEY SOUND RM 2, 51.6 FT (15.7 M)
 JU2952'NORTHEAST FROM GRASSEY SOUND RM 1 AND 142.0 FT (43.3 M) SOUTH FROM THE
 JU2952'CENTER OF THE DRAWBRIDGE SPAN.
 JU2952
 JU2952                          STATION RECOVERY (2004)
 JU2952
 JU2952'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2004 (WM)
 JU2952'RECOVERED AS DESCRIBED
 JU2952
 JU2952                          STATION RECOVERY (2006)
 JU2952
 JU2952'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JU2952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8991 ***********************************************************************
 AH8991  DESIGNATION -  GRASSEY SOUND RM 1
 AH8991  PID         -  AH8991
 AH8991  STATE/COUNTY-  NJ/CAPE MAY
 AH8991  USGS QUAD   -  STONE HARBOR (1972)
 AH8991
 AH8991                         *CURRENT SURVEY CONTROL
 AH8991  ___________________________________________________________________
 AH8991* NAD 83(1986)-  39 01 45.     (N)    074 48 05.     (W)     SCALED    
 AH8991* NAVD 88     -         7.093  (meters)      23.27   (feet)  ADJUSTED  
 AH8991  ___________________________________________________________________
 AH8991  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 AH8991  DYNAMIC HT  -           7.089 (meters)      23.26  (feet)  COMP
 AH8991  MODELED GRAV-     980,057.2   (mgal)                       NAVD 88
 AH8991
 AH8991  VERT ORDER  -  FIRST     CLASS II
 AH8991
 AH8991.The horizontal coordinates were scaled from a topographic map and have
 AH8991.an estimated accuracy of +/- 6 seconds.
 AH8991
 AH8991.The orthometric height was determined by differential leveling
 AH8991.and adjusted by the National Geodetic Survey in March 2001..
 AH8991
 AH8991.The geoid height was determined by GEOID03.
 AH8991
 AH8991.The dynamic height is computed by dividing the NAVD 88
 AH8991.geopotential number by the normal gravity value computed on the
 AH8991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8991.degrees latitude (g = 980.6199 gals.).
 AH8991
 AH8991.The modeled gravity was interpolated from observed gravity values.
 AH8991
 AH8991;                    North         East    Units  Estimated Accuracy
 AH8991;SPC NJ       -    21,780.      123,910.      MT  (+/- 180 meters Scaled)
 AH8991
 AH8991                          SUPERSEDED SURVEY CONTROL
 AH8991
 AH8991.No superseded survey control is available for this station.
 AH8991
 AH8991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ171200(NAD 83)
 AH8991_MARKER: DR = REFERENCE MARK DISK
 AH8991_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH8991_SP_SET: BRIDGE SIDEWALK
 AH8991_STAMPING: GRASSEY SOUND NO 1 1962
 AH8991_MARK LOGO: CGS   
 AH8991_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH8991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8991+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 AH8991
 AH8991  HISTORY     - Date     Condition        Report By
 AH8991  HISTORY     - 1962     MONUMENTED       CGS
 AH8991  HISTORY     - 19970807 GOOD             NJGS
 AH8991  HISTORY     - 20040621 GOOD             NJDEP
 AH8991  HISTORY     - 20060916 GOOD             GEOCAC
 AH8991
 AH8991                          STATION DESCRIPTION
 AH8991
 AH8991'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (RJK)
 AH8991'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF THE BRIDGE CARRYING
 AH8991'OCEAN BOULEVARD OVER THE WATERWAY CONNECTING HEREFORD INLET AND GRASSY
 AH8991'SOUND CHANNEL.  THE STATION IS SET FLUSH IN A DRILL HOLE IN THE
 AH8991'NORTHWEST BRIDGE SIDEWALK.  THE STATION IS 1.0 FT (0.3 M) NORTHWEST
 AH8991'FROM THE NORTHWEST CURB OF THE SOUHBOUND LANES, 53.0 FT (16.2 M) SOUTH
 AH8991'FROM THE SOUTHEAST CORNER OF THE TRAFFIC GATE ON THE SOUTHBOUND LANES
 AH8991'AND 25.7 FT (7.8 M) SOUTH FROM STATION GRASSEY SOUND RM 2.
 AH8991
 AH8991                          STATION RECOVERY (2004)
 AH8991
 AH8991'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2004 (WM)
 AH8991'RECOVERED AS DESCRIBED
 AH8991
 AH8991                          STATION RECOVERY (2006)
 AH8991
 AH8991'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 AH8991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8990 ***********************************************************************
 AH8990  DESIGNATION -  GRASSEY SOUND RM 2
 AH8990  PID         -  AH8990
 AH8990  STATE/COUNTY-  NJ/CAPE MAY
 AH8990  USGS QUAD   -  STONE HARBOR (1972)
 AH8990
 AH8990                         *CURRENT SURVEY CONTROL
 AH8990  ___________________________________________________________________
 AH8990* NAD 83(1986)-  39 01 45.     (N)    074 48 05.     (W)     SCALED    
 AH8990* NAVD 88     -         7.412  (meters)      24.32   (feet)  ADJUSTED  
 AH8990  ___________________________________________________________________
 AH8990  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 AH8990  DYNAMIC HT  -           7.408 (meters)      24.30  (feet)  COMP
 AH8990  MODELED GRAV-     980,057.2   (mgal)                       NAVD 88
 AH8990
 AH8990  VERT ORDER  -  FIRST     CLASS II
 AH8990
 AH8990.The horizontal coordinates were scaled from a topographic map and have
 AH8990.an estimated accuracy of +/- 6 seconds.
 AH8990
 AH8990.The orthometric height was determined by differential leveling
 AH8990.and adjusted by the National Geodetic Survey in March 2001..
 AH8990
 AH8990.The geoid height was determined by GEOID03.
 AH8990
 AH8990.The dynamic height is computed by dividing the NAVD 88
 AH8990.geopotential number by the normal gravity value computed on the
 AH8990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8990.degrees latitude (g = 980.6199 gals.).
 AH8990
 AH8990.The modeled gravity was interpolated from observed gravity values.
 AH8990
 AH8990;                    North         East    Units  Estimated Accuracy
 AH8990;SPC NJ       -    21,780.      123,910.      MT  (+/- 180 meters Scaled)
 AH8990
 AH8990                          SUPERSEDED SURVEY CONTROL
 AH8990
 AH8990.No superseded survey control is available for this station.
 AH8990
 AH8990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ171200(NAD 83)
 AH8990_MARKER: DR = REFERENCE MARK DISK
 AH8990_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH8990_SP_SET: BRIDGE SIDEWALK
 AH8990_STAMPING: GRASSEY SOUND NO 2 1962
 AH8990_MARK LOGO: CGS   
 AH8990_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH8990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8990+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 AH8990
 AH8990  HISTORY     - Date     Condition        Report By
 AH8990  HISTORY     - 1962     MONUMENTED       CGS
 AH8990  HISTORY     - 19970807 GOOD             NJGS
 AH8990  HISTORY     - 20060916 GOOD             GEOCAC
 AH8990
 AH8990                          STATION DESCRIPTION
 AH8990
 AH8990'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (RJK)
 AH8990'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF THE BRIDGE CARRYING
 AH8990'OCEAN BOULEVARD OVER THE WATERWAY CONNECTING HEREFORD INLET AND CRASSY
 AH8990'SOUND CHANNEL.  THE STATION IS SET FLUSH IN A DRILL HOLE IN THE
 AH8990'NORTHWEST BRIDGE SIDEWALK.  THE STATION IS 42.6 FT (13.0 M) SOUTHWEST
 AH8990'FROM THE SOUTHWEST CORNER OF THE TOLL BOOTH, 2.9 FT (0.9 M) NORTHWEST
 AH8990'FROM THE NORTHWEST CURB OF THE SOUTHBOUND LANES, 6.7 FT (2.0 M) SOUTH
 AH8990'SOUTHEAST FROM THE SOUTHEAST CORNER OF THE TRAFFIC GATE, 25.4 FT (7.7
 AH8990'M) NORTHWEST FROM TRIANGULATION STATION GRASSEY SOUND, 25.7 FT (7.8 M)
 AH8990'NORTH NORTHEAST FROM GRASSEY SOUND RM 1 AND 142.0 FT (43.3 M) SOUTH
 AH8990'FROM THE CENTER OF THE DRAWBRIDGE SPAN.
 AH8990
 AH8990                          STATION RECOVERY (2006)
 AH8990
 AH8990'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 AH8990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2797 ***********************************************************************
 JU2797  DESIGNATION -  GRASSY
 JU2797  PID         -  JU2797
 JU2797  STATE/COUNTY-  NJ/ATLANTIC
 JU2797  USGS QUAD   -  OCEANVILLE (1989)
 JU2797
 JU2797                         *CURRENT SURVEY CONTROL
 JU2797  ___________________________________________________________________
 JU2797* NAD 83(1996)-  39 26 14.49233(N)    074 24 12.25668(W)     ADJUSTED  
 JU2797* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2797  ___________________________________________________________________
 JU2797  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 JU2797  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JU2797
 JU2797  HORZ ORDER  -  THIRD
 JU2797
 JU2797.The horizontal coordinates were established by classical geodetic methods
 JU2797.and adjusted by the National Geodetic Survey in September 1999..
 JU2797
 JU2797.The orthometric height was scaled from a topographic map.
 JU2797
 JU2797.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2797
 JU2797.The geoid height was determined by GEOID03.
 JU2797
 JU2797;                    North         East     Units Scale Factor Converg.
 JU2797;SPC NJ       -    67,055.507   158,315.120   MT  0.99990085   +0 03 40.9
 JU2797;SPC NJ       -   219,997.94    519,405.52   sFT  0.99990085   +0 03 40.9
 JU2797;UTM  18      - 4,365,482.404   551,340.876   MT  0.99963245   +0 22 44.3
 JU2797
 JU2797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2797!SPC NJ       -   1.00000525  x   0.99990085  =   0.99990610
 JU2797!UTM  18      -   1.00000525  x   0.99963245  =   0.99963770
 JU2797
 JU2797:                Primary Azimuth Mark                     Grid Az
 JU2797:SPC NJ       -  BRIGANTINE                               099 50 00.2
 JU2797:UTM  18      -  BRIGANTINE                               099 30 56.8
 JU2797
 JU2797|---------------------------------------------------------------------|
 JU2797| PID    Reference Object                     Distance      Geod. Az  |
 JU2797|                                                           dddmmss.s |
 JU2797| JU2755 BRIGANTINE                          APPROX. 5.5 KM 0995341.1 |
 JU2797| CB2022 GRASSY RM 1                          70.164 METERS 24038     |
 JU2797| JU2810 SEAVIEW COUNTRY CLUB STANDPIPE      APPROX. 6.3 KM 2822841.8 |
 JU2797| JU2805 SEAVIEW COUNTRY CLUB STACK          APPROX. 6.3 KM 2824923.0 |
 JU2797| JU0287 GRASSY RM 2                          30.212 METERS 32646     |
 JU2797|---------------------------------------------------------------------|
 JU2797
 JU2797                          SUPERSEDED SURVEY CONTROL
 JU2797
 JU2797  NAD 83(1986)-  39 26 14.48263(N)    074 24 12.24903(W) AD(       ) 3
 JU2797  NAD 27      -  39 26 14.05800(N)    074 24 13.72100(W) AD(       ) 3
 JU2797
 JU2797.Superseded values are not recommended for survey control.
 JU2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2797.See file dsdata.txt to determine how the superseded data were derived.
 JU2797
 JU2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5134165482(NAD 83)
 JU2797_MARKER: DS = TRIANGULATION STATION DISK
 JU2797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2797
 JU2797  HISTORY     - Date     Condition        Report By
 JU2797  HISTORY     - 1935     MONUMENTED       CGS
 JU2797  HISTORY     - 1950     MARK NOT FOUND   CGS
 JU2797  HISTORY     - 1962     MARK NOT FOUND   CGS
 JU2797  HISTORY     - 1971     SEE DESCRIPTION  NGS
 JU2797
 JU2797                          STATION DESCRIPTION
 JU2797
 JU2797'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2797'STATION IS ABOUT 4-3/4 MILES NW OF ATLANTIC CITY VIA INTRACOASTAL
 JU2797'WATERWAY ON THE NW SHORE OF GRASSY BAY.  THE STATION CAN BE
 JU2797'REACHED ONLY BY BOAT.  IT IS ON A FILL OF SAND AND GRAVEL THAT
 JU2797'AT ONE TIME WAS USED AS A RAILWAY BED.  THE RAILS HAVE BEEN
 JU2797'REMOVED BUT THERE ARE SOME CROSS TIES IN PLACE ABOUT 30 METERS NW
 JU2797'OF THE STATION.  THE SITE OF THE STATION IS THE MOST PROMINENT
 JU2797'PART OF THE FILL AS IT SHOWS UP WHITE FROM GRASSY BAY WHILE
 JU2797'THE SURROUNDING AREA IS COVERED WITH LOW MARSH GRASS.  THE
 JU2797'FILL LEADS TO THE REMAINS OF AN OLD WHARF.  THE STATION IS
 JU2797'44.5 METERS WNW OF THE MARSH EDGE OF GRASSY BAY, 262 METERS FROM
 JU2797'THE POINT THAT IS FORMED BY THE ENTRANCE OF THE INTRACOASTAL
 JU2797'WATERWAY INTO GRASSY BAY.
 JU2797'
 JU2797'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 JU2797'IN CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2797'
 JU2797'REFERENCE MARK NO.1 IS SET IN THE MARSH ON LINE (BY EYE)
 JU2797'BETWEEN THE STATION AND PLEASANTVILLE TANK.  REFERENCE MARK
 JU2797'NO. 2 IS SET IN THE E EDGE OF THE FILL ON RANGE (BY EYE) STATION
 JU2797'AND BRIGANTINE HOTEL.  REFERENCE MARK NO. 3 IS A STATE C. AND
 JU2797'N. STATION NEAR THE POINT ON THE NE END OF A SMALL HUMMOCK.  IT
 JU2797'IS 93.4 METERS W OF MARSH EDGE OF GRASSY BAY, 93.4 METERS NNW
 JU2797'OF THE POINT OF MARSH, AND IS MARKED WITH A ONE-INCH PIPE SET
 JU2797'IN A CONCRETE POST 6 INCHES SQUARE AT TOP, PROJECTING 7 INCHES
 JU2797'ABOVE THE SURFACE OF THE GROUND, STAMPED N.J. 1934 S.S.33.
 JU2797'THE PIPE PROJECTS 3 INCHES ABOVE THE TOP OF THE POST.  THE
 JU2797'DISTANCE FROM THE STATION WAS MEASURED TWICE--185.537 METERS
 JU2797'AND 608.695 FEET (185.528 METERS).  THE DISCREPANCY BETWEEN
 JU2797'THE TWO MEASUREMENTS IS 0.009 METERS.  THE MEAN
 JU2797'DISTANCE IS 185.5325 METERS.
 JU2797'
 JU2797'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 JU2797
 JU2797                          STATION RECOVERY (1950)
 JU2797
 JU2797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2797'THE STATION MARK WAS NOT RECOVERED.  R.M. 1 IS DESTROYED.  THE
 JU2797'DISK WAS FOUND LYING ON THE TOP OF THE CONCRETE MONUMENT WHICH
 JU2797'HAD CRUMBLED.  R.M. 2 WAS RECOVERED IN GOOD CONDITION.  THE
 JU2797'ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY OF R.M. 2.  R.M. 3
 JU2797'WAS NOT FOUND.
 JU2797'
 JU2797'THE AREA IN WHICH THE STATION IS LOCATED WAS DUG UP THOROUGHLY
 JU2797'AND NO TRACE OF THE STATION COULD BE FOUND.
 JU2797
 JU2797                          STATION RECOVERY (1962)
 JU2797
 JU2797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2797'RM 2 ONLY REMAINS, PROJECTING 4 INCHES FROM THE OLD RAILROAD
 JU2797'BED.  THE OLD PIERS OF THE TRESTLE, EXTENDING TOWARD BRIGANTINE,
 JU2797'SERVE AS A LANDMARK FOR BOAT LANDING.
 JU2797
 JU2797                          STATION RECOVERY (1971)
 JU2797
 JU2797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU2797'THIS MARK WAS FOUND UPROOTED AND MOVED.  THE STATION WAS CONSIDERED
 JU2797'DESTROYED AND THE DISK REMOVED.
 JU2797'
 JU2797'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2797'4-3/4 NW OF ATLANTIC CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0287 ***********************************************************************
 JU0287  DESIGNATION -  GRASSY RM 2
 JU0287  PID         -  JU0287
 JU0287  STATE/COUNTY-  NJ/ATLANTIC
 JU0287  USGS QUAD   -  OCEANVILLE (1989)
 JU0287
 JU0287                         *CURRENT SURVEY CONTROL
 JU0287  ___________________________________________________________________
 JU0287* NAD 83(1986)-  39 26 14.     (N)    074 24 12.     (W)     SCALED    
 JU0287* NAVD 88     -         0.864  (meters)       2.83   (feet)  ADJUSTED  
 JU0287  ___________________________________________________________________
 JU0287  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JU0287  DYNAMIC HT  -           0.863 (meters)       2.83  (feet)  COMP
 JU0287  MODELED GRAV-     980,121.1   (mgal)                       NAVD 88
 JU0287
 JU0287  VERT ORDER  -  SECOND    CLASS 0
 JU0287
 JU0287.The horizontal coordinates were scaled from a topographic map and have
 JU0287.an estimated accuracy of +/- 6 seconds.
 JU0287
 JU0287.The orthometric height was determined by differential leveling
 JU0287.and adjusted by the National Geodetic Survey in June 1991..
 JU0287
 JU0287.The geoid height was determined by GEOID03.
 JU0287
 JU0287.The dynamic height is computed by dividing the NAVD 88
 JU0287.geopotential number by the normal gravity value computed on the
 JU0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0287.degrees latitude (g = 980.6199 gals.).
 JU0287
 JU0287.The modeled gravity was interpolated from observed gravity values.
 JU0287
 JU0287;                    North         East    Units  Estimated Accuracy
 JU0287;SPC NJ       -    67,040.      158,320.      MT  (+/- 180 meters Scaled)
 JU0287
 JU0287                          SUPERSEDED SURVEY CONTROL
 JU0287
 JU0287  NGVD 29 (??/??/??)    1.245  (m)            4.08   (f) ADJUSTED    2 0
 JU0287
 JU0287.Superseded values are not recommended for survey control.
 JU0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0287.See file dsdata.txt to determine how the superseded data were derived.
 JU0287
 JU0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ513654(NAD 83)
 JU0287_MARKER: DR = REFERENCE MARK DISK
 JU0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0287_STAMPING: GRASSY RM 2 1935
 JU0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0287+STABILITY: SURFACE MOTION
 JU0287
 JU0287  HISTORY     - Date     Condition        Report By
 JU0287  HISTORY     - 1935     MONUMENTED       CGS
 JU0287  HISTORY     - 1961     GOOD             CGS
 JU0287
 JU0287                          STATION DESCRIPTION
 JU0287
 JU0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0287'4.4 MI SE FROM OCEANVILLE.
 JU0287'0.75 MILE SOUTHEAST ALONG GREAT CREEK ROAD FROM THE JUNCTION
 JU0287'OF U.S. HIGHWAY 9 AT OCEANVILLE, TO THE BRIGANTINE NATIONAL
 JU0287'WILDLIFE SURVEY OFFICE, THENCE 2.35 MILES SOUTHEAST ALONG DIKE TO
 JU0287'THE SOUTHEAST DIKE, THENCE 0.65 MILE SOUTHEAST ACROSS MARSH,
 JU0287'ON THE NORTHWEST SHORE OF GRASSY BAY ABOUT 155 FEET NORTHWEST
 JU0287'OF THE SHORE LINE, ON AN OLD RAILROAD GRADE.  THE OLD GRADE
 JU0287'IS VISIBLE AT THIS PLACE AND APPEARS TO BE SLIGHTLY HIGHER
 JU0287'THAN THE MARSH.  SET IN A CONCRETE POST PROJECTING 3 INCHES
 JU0287'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0442 ***********************************************************************
 JU0442  DESIGNATION -  GREAT
 JU0442  PID         -  JU0442
 JU0442  STATE/COUNTY-  NJ/CAPE MAY
 JU0442  USGS QUAD   -  STONE HARBOR (1972)
 JU0442
 JU0442                         *CURRENT SURVEY CONTROL
 JU0442  ___________________________________________________________________
 JU0442* NAD 83(1996)-  39 05 10.07317(N)    074 47 06.52912(W)     ADJUSTED  
 JU0442* NAVD 88     -         0.694  (meters)       2.28   (feet)  ADJUSTED  
 JU0442  ___________________________________________________________________
 JU0442  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 JU0442  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 JU0442  DYNAMIC HT  -           0.693 (meters)       2.27  (feet)  COMP
 JU0442  MODELED GRAV-     980,065.3   (mgal)                       NAVD 88
 JU0442
 JU0442  HORZ ORDER  -  THIRD
 JU0442  VERT ORDER  -  SECOND    CLASS 0
 JU0442
 JU0442.The horizontal coordinates were established by classical geodetic methods
 JU0442.and adjusted by the National Geodetic Survey in September 1999..
 JU0442
 JU0442.The orthometric height was determined by differential leveling
 JU0442.and adjusted by the National Geodetic Survey in June 1991..
 JU0442
 JU0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0442
 JU0442.The geoid height was determined by GEOID03.
 JU0442
 JU0442.The dynamic height is computed by dividing the NAVD 88
 JU0442.geopotential number by the normal gravity value computed on the
 JU0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0442.degrees latitude (g = 980.6199 gals.).
 JU0442
 JU0442.The modeled gravity was interpolated from observed gravity values.
 JU0442
 JU0442;                    North         East     Units Scale Factor Converg.
 JU0442;SPC NJ       -    28,100.205   125,331.164   MT  0.99990749   -0 10 47.2
 JU0442;SPC NJ       -    92,192.09    411,190.66   sFT  0.99990749   -0 10 47.2
 JU0442;UTM  18      - 4,326,356.718   518,581.932   MT  0.99960425   +0 08 07.7
 JU0442
 JU0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0442!SPC NJ       -   1.00000541  x   0.99990749  =   0.99991290
 JU0442!UTM  18      -   1.00000541  x   0.99960425  =   0.99960966
 JU0442
 JU0442:                Primary Azimuth Mark                     Grid Az
 JU0442:SPC NJ       -  STITES                                   015 48 52.0
 JU0442:UTM  18      -  STITES                                   015 29 57.1
 JU0442
 JU0442|---------------------------------------------------------------------|
 JU0442| PID    Reference Object                     Distance      Geod. Az  |
 JU0442|                                                           dddmmss.s |
 JU0442| JU2339 STITES                              APPROX. 4.5 KM 0153804.8 |
 JU0442| JU0441 GREAT RM 1                           10.594 METERS 27617     |
 JU0442|---------------------------------------------------------------------|
 JU0442
 JU0442                          SUPERSEDED SURVEY CONTROL
 JU0442
 JU0442  NAD 83(1991)-  39 05 10.05145(N)    074 47 06.53034(W) AD(       ) 3
 JU0442  NAD 83(1986)-  39 05 10.05069(N)    074 47 06.53098(W) AD(       ) 3
 JU0442  NAD 27      -  39 05 09.64000(N)    074 47 07.93600(W) AD(       ) 3
 JU0442  NGVD 29 (04/16/92)    1.093  (m)            3.59   (f) ADJUSTED    2 0
 JU0442
 JU0442.Superseded values are not recommended for survey control.
 JU0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0442.See file dsdata.txt to determine how the superseded data were derived.
 JU0442
 JU0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1858226357(NAD 83)
 JU0442_MARKER: DS = TRIANGULATION STATION DISK
 JU0442_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU0442_SP_SET: TOP OF METAL PIPE IN CONCRETE
 JU0442_STAMPING: GREAT 1936
 JU0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0442
 JU0442  HISTORY     - Date     Condition        Report By
 JU0442  HISTORY     - 1936     MONUMENTED       CGS
 JU0442  HISTORY     - 1937     GOOD             CGS
 JU0442  HISTORY     - 1961     GOOD             CGS
 JU0442
 JU0442                          STATION DESCRIPTION
 JU0442
 JU0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU0442'LOCATED ON THE S SIDE OF GREAT SOUND, ON THE W SHORE AND AT THE
 JU0442'ENTRANCE OF CRESSE THOROFARE.  THE STATION IS 71-1/2 FEET INSHORE
 JU0442'FROM AN IRREGULAR POINT AND IS APPROXIMATELY 130 YARDS N OF MOUTH
 JU0442'OF A SMALL CREEK WHICH MAKES OFF ABOUT 100 YARDS TO THE W OF
 JU0442'THE STATION.
 JU0442'
 JU0442'STATION IS MARKED, AS DESCRIBED IN NOTE 6C, BY A STANDARD DISK,
 JU0442'STAMPED GREAT 1936, SET IN TOP OF AN 8-INCH CONCRETE-FILLED TILE
 JU0442'WHICH PROJECTS 8 INCHES ABOVE GROUND.
 JU0442'
 JU0442'REFERENCE MARK NO.1 IS MARKED, AS DESCRIBED IN NOTE 13C, BY
 JU0442'A STANDARD DISK, STAMPED NO.1 GREAT 1936, INSHORE FROM THE CENTER
 JU0442'MARK, SET IN AN 8-INCH CONCRETE-FILLED TILE WHICH PROJECTS 5
 JU0442'INCHES ABOVE GROUND.
 JU0442
 JU0442                          STATION RECOVERY (1937)
 JU0442
 JU0442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU0442'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD
 JU0442'CONDITION.  THE DESCRIPTION IS ADEQUATE.
 JU0442
 JU0442                          STATION RECOVERY (1961)
 JU0442
 JU0442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JU0442'1.6 MI NW FROM STONE HARBOR.
 JU0442'1.6 MILE NORTHWEST ON STONE HARBOR BOULEVARD FROM THE POST OFFICE
 JU0442'IN STONE HARBOR TO THE SCOTCH BONNET BRIDGE THENCE 1.3 MILE
 JU0442'NORTHWEST ACROSS MARSH TO GREAT SOUND ENTRANCE TO CRESSE THOROFARE.
 JU0442'MARK IS ON THE SOUTH SIDE OF GREAT SOUND, ON THE WEST SHORE AND
 JU0442'AT THE ENTRANCE TO CRESSE THOROFARE.  ABOUT 130 YARDS NORTH OF
 JU0442'THE MOUTH OF LITTLE OYSTER CREEK WHICH TAKES OFF ABOUT 100 YARDS
 JU0442'TO THE WEST OF THE STATION 72 FEET INSHORE FROM THE IRREGULAR
 JU0442'HIGH WATER LINE AND 35 FEET EAST OF GREAT NO. 1 1936.  SET IN THE
 JU0442'TOP OF AN 8 INCH TILE FILLED WITH CONCRETE AND PROJECTING 2
 JU0442'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2737 ***********************************************************************
 JU2737  DESIGNATION -  GREAT
 JU2737  PID         -  JU2737
 JU2737  STATE/COUNTY-  NJ/OCEAN
 JU2737  USGS QUAD   -  NEW GRETNA (1977)
 JU2737
 JU2737                         *CURRENT SURVEY CONTROL
 JU2737  ___________________________________________________________________
 JU2737* NAD 83(1996)-  39 32 19.92491(N)    074 23 25.35664(W)     ADJUSTED  
 JU2737* NAVD 88     -        -0.34   (+/-2cm)      -1.1    (feet)  VERTCON   
 JU2737  ___________________________________________________________________
 JU2737  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 JU2737  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JU2737
 JU2737  HORZ ORDER  -  THIRD
 JU2737  VERT ORDER  -  THIRD ? (See Below)
 JU2737
 JU2737.The horizontal coordinates were established by classical geodetic methods
 JU2737.and adjusted by the National Geodetic Survey in September 1999..
 JU2737
 JU2737.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2737.The vertical order pertains to the NGVD 29 superseded value.
 JU2737
 JU2737.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2737
 JU2737.The geoid height was determined by GEOID03.
 JU2737
 JU2737;                    North         East     Units Scale Factor Converg.
 JU2737;SPC NJ       -    78,325.689   159,422.867   MT  0.99990109   +0 04 11.2
 JU2737;SPC NJ       -   256,973.53    523,039.86   sFT  0.99990109   +0 04 11.2
 JU2737;UTM  18      - 4,376,755.539   552,385.781   MT  0.99963379   +0 23 17.1
 JU2737
 JU2737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2737!SPC NJ       -   1.00000533  x   0.99990109  =   0.99990642
 JU2737!UTM  18      -   1.00000533  x   0.99963379  =   0.99963912
 JU2737
 JU2737:                Primary Azimuth Mark                     Grid Az
 JU2737:SPC NJ       -  TUCKERTON RADIO TOWER                    037 24 24.3
 JU2737:UTM  18      -  TUCKERTON RADIO TOWER                    037 05 18.4
 JU2737
 JU2737|---------------------------------------------------------------------|
 JU2737| PID    Reference Object                     Distance      Geod. Az  |
 JU2737|                                                           dddmmss.s |
 JU2737| JU2721 TUCKERTON RADIO TOWER               APPROX. 2.8 KM 0372835.5 |
 JU2737| CB2027 GREAT RM 2                           21.172 METERS 07226     |
 JU2737| CB2026 GREAT RM 1                           21.340 METERS 34852     |
 JU2737|---------------------------------------------------------------------|
 JU2737
 JU2737                          SUPERSEDED SURVEY CONTROL
 JU2737
 JU2737  NAD 83(1986)-  39 32 19.91818(N)    074 23 25.34962(W) AD(       ) 3
 JU2737  NAD 27      -  39 32 19.49500(N)    074 23 26.81800(W) AD(       ) 3
 JU2737  NGVD 29 (07/19/86)    0.05   (m)            0.2    (f) LEVELING    3  
 JU2737
 JU2737.Superseded values are not recommended for survey control.
 JU2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2737.See file dsdata.txt to determine how the superseded data were derived.
 JU2737
 JU2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5238676756(NAD 83)
 JU2737_MARKER: DS = TRIANGULATION STATION DISK
 JU2737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2737
 JU2737  HISTORY     - Date     Condition        Report By
 JU2737  HISTORY     - 1935     MONUMENTED       CGS
 JU2737  HISTORY     - 1950     GOOD             CGS
 JU2737  HISTORY     - 1952     SEE DESCRIPTION  CGS
 JU2737
 JU2737                          STATION DESCRIPTION
 JU2737
 JU2737'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2737'FROM THE MAIN MAST OF THE TUCKERTON RADIO STATION, PROCEED S ON
 JU2737'GRAVEL ROAD, ACROSS BRIDGE OVER CREEK AT 0.4 MILE, TAKE RIGHT (W)
 JU2737'FORK OF ROAD AT 0.70 MILE, PROCEED 0.55 METER AND TAKE TURN TO
 JU2737'LEFT (E).  GO 0.65 MILE TO BEACH AT EDGE OF GREAT BAY.  BEACH IS
 JU2737'SOFT AND IS UNSAFE TO DRIVE ON.  WALK TO RIGHT (WESTWARD) ALONG
 JU2737'THE BEACH ABOUT 0.2 MILE ACROSS A SMALL GUTTER.  THE STATION IS
 JU2737'ON A LOW SAND PATCH.
 JU2737'
 JU2737'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2737'CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2737'
 JU2737'REFERENCE MARK NO.2 IS IN A LINE PARALLEL TO BEACH WITH RESPECT
 JU2737'TO THE STATION AND IS ON A SIMILAR SAND MOUND.  REFERENCE MARK
 JU2737'NO.1 IS BACK OF STATION AND IN THE MARSH.  ALL MARKS SET IN
 JU2737'ACCORDANCE WITH THE ABOVE NOTES BUT HAVE A SHORT 2X4 WOODEN PILE
 JU2737'DRIVEN UNDER THEM.  STATION AND REFERENCE MARKS STAMPED GREAT
 JU2737'1935 AND REFERENCE MARKS STAMPED R.M.NO.1 AND R.M.NO.2
 JU2737'RESPECTIVELY.
 JU2737'
 JU2737'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 JU2737
 JU2737                          STATION RECOVERY (1950)
 JU2737
 JU2737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2737'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE
 JU2737'WITH THE FOLLOWING EXCEPTIONS--
 JU2737'
 JU2737'CHANGE GRAVEL ROAD TO READ HARD SURFACE ROAD.
 JU2737'
 JU2737'CHANGE 0.55 METER TO READ 0.55 MILE.
 JU2737'
 JU2737'R.M.S 1 AND 2 HAVE BEEN DESTROYED.  THE DISK FOR R.M. 1 WAS
 JU2737'FOUND LYING BESIDE ITS DISINTEGRATED CONCRETE BASE.  ONE HALF
 JU2737'OF THE CONCRETE BASE OF R.M. 2 WAS FOUND LYING ON ITS SIDE
 JU2737'WITHOUT THE DISK.
 JU2737'
 JU2737'A 4- BY 4-INCH WITNESS POST WAS SET 2 FEET FROM THE STATION
 JU2737'PROJECTING 3 FEET ABOVE GROUND IN LINE WITH THE TUCKERTON
 JU2737'RADIO MAST.
 JU2737
 JU2737                          STATION RECOVERY (1952)
 JU2737
 JU2737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCC)
 JU2737'DESTROYED.  CONCRETE POST WAS FOUND IN THE WATER.  POST HAD BEEN
 JU2737'BROKEN OFF.  DISK REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5340 ***********************************************************************
 KV5340  DESIGNATION -  GREAT BEDS LIGHTHOUSE
 KV5340  PID         -  KV5340
 KV5340  STATE/COUNTY-  NJ/MIDDLESEX
 KV5340  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5340
 KV5340                         *CURRENT SURVEY CONTROL
 KV5340  ___________________________________________________________________
 KV5340* NAD 83(1996)-  40 29 11.96928(N)    074 15 10.93098(W)     ADJUSTED  
 KV5340* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV5340  ___________________________________________________________________
 KV5340  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 KV5340  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV5340
 KV5340  HORZ ORDER  -  SECOND
 KV5340
 KV5340.The horizontal coordinates were established by classical geodetic methods
 KV5340.and adjusted by the National Geodetic Survey in September 1999..
 KV5340
 KV5340.The orthometric height was scaled from a topographic map.
 KV5340
 KV5340.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5340
 KV5340.The geoid height was determined by GEOID03.
 KV5340
 KV5340;                    North         East     Units Scale Factor Converg.
 KV5340;SPC NJ       -   183,576.486   170,936.617   MT  0.99990539   +0 09 37.2
 KV5340;SPC NJ       -   602,283.85    560,814.55   sFT  0.99990539   +0 09 37.2
 KV5340;SPC NY L     -    35,564.470   278,546.133   MT  1.00001490   -0 09 55.8
 KV5340;SPC NY L     -   116,681.10    913,863.44   sFT  1.00001490   -0 09 55.8
 KV5340;UTM  18      - 4,482,041.724   563,305.930   MT  0.99964933   +0 29 06.0
 KV5340
 KV5340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5340!SPC NJ       -   1.00000514  x   0.99990539  =   0.99991053
 KV5340!SPC NY L     -   1.00000514  x   1.00001490  =   1.00002004
 KV5340!UTM  18      -   1.00000514  x   0.99964933  =   0.99965447
 KV5340
 KV5340:                Primary Azimuth Mark                     Grid Az
 KV5340:SPC NJ       -  RIDGE                                    003 45 38.9
 KV5340:SPC NY L     -  RIDGE                                    004 05 11.9
 KV5340:UTM  18      -  RIDGE                                    003 26 10.1
 KV5340
 KV5340|---------------------------------------------------------------------|
 KV5340| PID    Reference Object                     Distance      Geod. Az  |
 KV5340|                                                           dddmmss.s |
 KV5340| KV5401 RIDGE                               APPROX. 1.5 KM 0035516.1 |
 KV5340| KV4620 MOUNT LORETTO ORPHANAGE CH          APPROX. 3.9 KM 0443658.9 |
 KV5340| KV4621 MOUNT LORETTO ORPHANAGE CUP         APPROX. 3.5 KM 0561509.7 |
 KV5340| KV4629 PRINCESS BAY BEACON 3               APPROX. 4.5 KM 0604904.2 |
 KV5340| KV4641 SEQUINE POINT BEACON 2              APPROX. 5.8 KM 0663506.1 |
 KV5340| KV5117 RARITAN BAY BEACON 5                APPROX. 1.0 KM 0970817.4 |
 KV5340| KV5103 LORILLARD NAT FIRE PROOF CHIM       APPROX. 9.6 KM 1191403.3 |
 KV5340| KV5093 KEYPORT STANDPIPE                   APPROX. 7.4 KM 1410339.5 |
 KV5340| KV5104 CLIFFWOOD WATER STORAGE TANK        APPROX. 5.7 KM 1480820.4 |
 KV5340| KV5092 KEYPORT EAST TRANSM TOWER           APPROX. 6.6 KM 1492114.1 |
 KV5340| KV5098 KEYPORT WEST TRANSM TOWER           APPROX. 6.6 KM 1494929.0 |
 KV5340| KV5094 KEYPORT ST JOSEPHS CH SPIRE         APPROX. 7.5 KM 1524532.7 |
 KV5340| KV5107 MAR                                 APPROX. 3.6 KM 1563636.5 |
 KV5340| KV5095 LAURENCE HARBOR O W BRYD CHIM       APPROX. 4.9 KM 1731653.7 |
 KV5340| KV5099 LAURENCE HARBOR TANK                APPROX. 4.1 KM 1734501.8 |
 KV5340| KV5336 CHEESEQUAKE CREEK BEACON            APPROX. 2.4 KM 1865932.7 |
 KV5340| KV5335 CHEESQUAKE CREEK LIGHT              APPROX. 2.4 KM 1883811.1 |
 KV5340| KV5327 MORGAN POWDER PLANT WATCH TWR       APPROX. 3.4 KM 2030221.2 |
 KV5340| KV5375 SOUTH AMBOY WATERWORKS CHIMNEY      APPROX. 2.4 KM 2314353.0 |
 KV5340| KV5364 SOUTH AMBOY STANDPIPE               APPROX. 3.3 KM 2462218.7 |
 KV5340| KV5381 SOUTH AMBOY SEABOARD COAL CHIM      APPROX. 2.1 KM 2754504.1 |
 KV5340| KV5379 RARITAN BAY JER CEN PWR TANK        APPROX. 2.4 KM 2804003.5 |
 KV5340| KV5378 S AMBOY JERSEY C PWR MID STACK      APPROX. 2.5 KM 2815547.8 |
 KV5340| KV4872 ST PETERS CHURCH                    APPROX. 2.2 KM 3312552.6 |
 KV5340| KV4865 PERTH AMBOY BAKELITE ROOF TANK      APPROX. 2.6 KM 3414132.0 |
 KV5340| KV4864 PERTH AMBOY R AND H CHEM CHIM       APPROX. 2.7 KM 3434953.8 |
 KV5340| KV4858 PERTH AMBOY GEN CABLE N CHIM        APPROX. 3.1 KM 3455309.3 |
 KV5340| KV4860 PERTH AMBOY GEN CABLE S CHIM        APPROX. 3.1 KM 3455916.2 |
 KV5340| KV4857 PERTH AMBOY GENERAL CABLE TK        APPROX. 3.1 KM 3470123.0 |
 KV5340| KV4849 PERTH AMBOY P S PWRHSE S CHIM       APPROX. 3.2 KM 3511055.4 |
 KV5340| KV4848 PERTH AMBOY P S PWRHSE N CHIM       APPROX. 3.2 KM 3511927.0 |
 KV5340|---------------------------------------------------------------------|
 KV5340
 KV5340                          SUPERSEDED SURVEY CONTROL
 KV5340
 KV5340  NAD 83(1996)-  40 29 11.96912(N)    074 15 10.93102(W) AD(       ) 2
 KV5340  NAD 83(1986)-  40 29 11.97044(N)    074 15 10.92780(W) AD(       ) 2
 KV5340  NAD 27      -  40 29 11.58700(N)    074 15 12.40600(W) AD(       ) 2
 KV5340
 KV5340.Superseded values are not recommended for survey control.
 KV5340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5340.See file dsdata.txt to determine how the superseded data were derived.
 KV5340
 KV5340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6330682042(NAD 83)
 KV5340_MARKER: 13 = LIGHTHOUSE
 KV5340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5340+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2001
 KV5340
 KV5340  HISTORY     - Date     Condition        Report By
 KV5340  HISTORY     - 1903     FIRST OBSERVED   CGS
 KV5340  HISTORY     - 1908     GOOD             CGS
 KV5340  HISTORY     - 1915     GOOD             CGS
 KV5340  HISTORY     - 1930     GOOD             CGS
 KV5340  HISTORY     - 1931     GOOD             CGS
 KV5340  HISTORY     - 1985     GOOD             B+OINC
 KV5340  HISTORY     - 20010317 GOOD             PORANY
 KV5340
 KV5340                          STATION DESCRIPTION
 KV5340
 KV5340'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (ATM)
 KV5340'THIS STATION IS THE LIGHTNING ROD ON THE LANTERN OF THE GREAT
 KV5340'BEDS LIGHTHOUSE SITUATED IN RARITAN BAY ABOUT ONE MILE FROM
 KV5340'STATEN ISLAND SHORE.
 KV5340'
 KV5340'AN ECCENTRIC STATION WAS ESTABLISHED ON THE N SIDE OF LANTERN
 KV5340'ON PLATFORM CLOSE TO RAILING.  THE INSTRUMENT WAS MOUNTED ON A
 KV5340'STAND MADE OF 6- BY 6-INCH TIMBER, WHICH WAS SECURED FIRMLY TO
 KV5340'RAILING WITH HOOK BOLTS, MAKING A VERY FIRM SUPPORT.
 KV5340'
 KV5340'STATION IS REACHED BY STATEN ISLAND RAPID TRANSIT RAILROAD TO
 KV5340'PERTH AMBOY, NEW JERSEY, THENCE BY BOAT TO LIGHTHOUSE.
 KV5340
 KV5340                          STATION RECOVERY (1915)
 KV5340
 KV5340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1915 (SF)
 KV5340'STATION IS DESCRIBED IN THE REPORT OF TRIANGULATION OF GREATER
 KV5340'NEW YORK.
 KV5340'
 KV5340'NO ATTEMPT WAS MADE TO OCCUPY THE OLD ECCENTRIC STATION BUT A
 KV5340'NEW ONE WAS MADE ON THE NW SIDE OF THE LIGHTHOUSE ON THE PLATFORM.
 KV5340
 KV5340                          STATION RECOVERY (1930)
 KV5340
 KV5340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5340'STATION RECOVERED IN GOOD CONDITION IN THE
 KV5340'TRIANGULATION OF GREATER NEW YORK, 1903-08.
 KV5340'
 KV5340'AN ECCENTRIC SET-UP (ON THE LOWER PLATFORM) WAS USED BUT NOT
 KV5340'MARKED, THE CENTER-DIRECTION BEING OBTAINED AS THE MEAN OF
 KV5340'POINTINGS ON THE CIRCULAR TOWER TANGENTS.
 KV5340'
 KV5340'THERE IS SUFFICIENT ROOM AND RIGID FOOTING FOR A NORMAL TRIPOD
 KV5340'SET-UP ON THIS PLATFORM.
 KV5340
 KV5340                          STATION RECOVERY (1931)
 KV5340
 KV5340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV5340'STATION RECOVERED IN GOOD CONDITION.
 KV5340'
 KV5340'A COMPLETE DESCRIPTION FOLLOWS--THIS STATION LIES IN THE Y
 KV5340'FORMED BY THE JUNCTURE OF THE ARTHUR KILL AND RARITAN RIVERS
 KV5340'DREDGED CHANNELS, APPROXIMATELY 1/2 MILE S OF THE SOUTHERN TIP
 KV5340'OF STATEN ISLAND.  IT IS LOCATED ATOP THE GREAT BEDS LIGHTHOUSE,
 KV5340'A PROMINENT TAPERING WHITE STRUCTURE SURMOUNTED BY THE USUAL
 KV5340'CONICAL-TOPPED BLACK IRON AND GLASS CUPOLA.
 KV5340'
 KV5340'STATION IS THE BASE OF THE LIGHTNING ROD RISING CENTRALLY FROM
 KV5340'THE CUPOLAS BALL-APEX.  NO REFERENCE MARKS WERE PLACED, NOR
 KV5340'ANY REFERENCE MEASUREMENTS TAKEN.
 KV5340'
 KV5340'THE UPPER PLATFORM AFFORDS SUFFICIENT ROOM AND GOOD FOOTING
 KV5340'FOR ECCENTRIC TRIPOD SET-UPS.
 KV5340'
 KV5340'THE CIRCULAR BASE, ON WHICH THE LIGHTHOUSE IS SYMMETRICALLY
 KV5340'ERECTED, RISES SHEER FROM THE WATER AT ALL STAGES OF TIDE.
 KV5340
 KV5340                          STATION RECOVERY (1985)
 KV5340
 KV5340'RECOVERY NOTE BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV5340'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KV5340
 KV5340                          STATION RECOVERY (2001)
 KV5340
 KV5340'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV5340'MARK IS ANGLE POINT IN NEW JERSEY AND NEW YORK STATE LINE AS REPORTED
 KV5340'IN 'BOUNDARY COMMISSION FOR LANDS LYING UNDERWATER IN RARITAN BAY'
 KV5340'1888.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2864 ***********************************************************************
 JU2864  DESIGNATION -  GREAT EGG
 JU2864  PID         -  JU2864
 JU2864  STATE/COUNTY-  NJ/ATLANTIC
 JU2864  USGS QUAD   -  OCEAN CITY (1994)
 JU2864
 JU2864                         *CURRENT SURVEY CONTROL
 JU2864  ___________________________________________________________________
 JU2864* NAD 83(1996)-  39 18 41.79872(N)    074 32 54.31772(W)     ADJUSTED  
 JU2864* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2864  ___________________________________________________________________
 JU2864  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 JU2864  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 JU2864
 JU2864  HORZ ORDER  -  THIRD
 JU2864
 JU2864.The horizontal coordinates were established by classical geodetic methods
 JU2864.and adjusted by the National Geodetic Survey in September 1999..
 JU2864
 JU2864.The orthometric height was scaled from a topographic map.
 JU2864
 JU2864.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2864
 JU2864.The geoid height was determined by GEOID03.
 JU2864
 JU2864;                    North         East     Units Scale Factor Converg.
 JU2864;SPC NJ       -    53,092.669   145,824.290   MT  0.99990021   -0 01 50.4
 JU2864;SPC NJ       -   174,188.20    478,425.19   sFT  0.99990021   -0 01 50.4
 JU2864;UTM  18      - 4,351,454.487   538,930.951   MT  0.99961866   +0 17 09.9
 JU2864
 JU2864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2864!SPC NJ       -   1.00000515  x   0.99990021  =   0.99990536
 JU2864!UTM  18      -   1.00000515  x   0.99961866  =   0.99962381
 JU2864
 JU2864:                Primary Azimuth Mark                     Grid Az
 JU2864:SPC NJ       -  MARGATE CITY WATER TANK                  057 21 30.6
 JU2864:UTM  18      -  MARGATE CITY WATER TANK                  057 02 30.3
 JU2864
 JU2864|---------------------------------------------------------------------|
 JU2864| PID    Reference Object                     Distance      Geod. Az  |
 JU2864|                                                           dddmmss.s |
 JU2864| JU2862 MARGATE CITY WATER TANK             APPROX. 4.7 KM 0571940.2 |
 JU2864| JU2861 MARGATE CITY STANDPIPE              APPROX. 3.3 KM 0633048.9 |
 JU2864| JU2842 LONGPORT STANDPIPE                  APPROX. 2.3 KM 0762859.0 |
 JU2864| CB2028 GREAT EGG RM 1                        4.036 METERS 13433     |
 JU2864| JU2848 OCEAN CITY COAST GUARD LOT          APPROX. 2.8 KM 1902845.2 |
 JU2864| JU2854 OCEAN CITY FLANDERS HOTEL CUP       APPROX. 4.8 KM 2101400.9 |
 JU2864| JU2856 OCEAN CITY WATER TANK               APPROX. 4.1 KM 2154140.4 |
 JU2864| JU2851 OCEAN CITY STANDPIPE                APPROX. 4.7 KM 2155655.8 |
 JU2864| JU0481 J 56                                  4.457 METERS 22800     |
 JU2864| JU0482 L 56                                APPROX. 1.0 KM 2351734.9 |
 JU2864| JU2839 SOMERS POINT STANDPIPE              APPROX. 4.5 KM 2801650.1 |
 JU2864|---------------------------------------------------------------------|
 JU2864
 JU2864                          SUPERSEDED SURVEY CONTROL
 JU2864
 JU2864  NAD 83(1986)-  39 18 41.78465(N)    074 32 54.31327(W) AD(       ) 3
 JU2864  NAD 27      -  39 18 41.37040(N)    074 32 55.76040(W) AD(       ) 3
 JU2864
 JU2864.Superseded values are not recommended for survey control.
 JU2864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2864.See file dsdata.txt to determine how the superseded data were derived.
 JU2864
 JU2864_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3893151454(NAD 83)
 JU2864_MARKER: DS = TRIANGULATION STATION DISK
 JU2864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2864_SP_SET: CONCRETE POST
 JU2864_STAMPING: GREAT EGG 1962
 JU2864_MARK LOGO: CGS   
 JU2864_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2864+STABILITY: SURFACE MOTION
 JU2864_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2864+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1990
 JU2864
 JU2864  HISTORY     - Date     Condition        Report By
 JU2864  HISTORY     - 1962     MONUMENTED       CGS
 JU2864  HISTORY     - 1962     GOOD             CGS
 JU2864  HISTORY     - 19900807 SEE DESCRIPTION  NJGS
 JU2864  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU2864
 JU2864                          STATION DESCRIPTION
 JU2864
 JU2864'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2864'THE STATION IS ABOUT 2-1/2 MILES NORTHEAST OF OCEAN CITY, 2-1/2
 JU2864'MILES EAST OF SOMERS POINT, 1-1/2 MILES SOUTHWEST OF LONGPORT,
 JU2864'3/4 MILE NORTH OF THE GREAT EGG HARBOR INLET, AND ON AN ISLAND IN
 JU2864'EGG HARBOR.  IT IS 38 FEET NORTH OF THE CENTERLINE OF A PAVED
 JU2864'ROAD, 28 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD, 24 FEET
 JU2864'EAST OF A POWER POLE, 9 FEET NORTHWEST OF A WITNESS POST, 7 FEET
 JU2864'NORTH OF THE NORTHEAST LEG OF A LARGE BILL BOARD, AND 5 FEET
 JU2864'SOUTHEAST OF A ROAD SIGN POST.  THE MONUMENT PROJECTS 2 INCHES
 JU2864'AND THE DISK IS STAMPED GREAT EGG 1962.
 JU2864'
 JU2864'TO REACH FROM THE TOLL BOOTH AT THE SOUTH END OF THE GREAT EGG
 JU2864'HARBOR INLET BRIDGE, AT THE NORTH END OF OCEAN CITY, GO NORTH
 JU2864'ON OCEAN DRIVE FOR 0.5 MILE TO THE NORTHEAST CORNER OF THE
 JU2864'BRIDGE AND BENCH MARK L 56 ON THE RIGHT.  CONTINUE NORTH AND
 JU2864'NORTHEAST ON OCEAN DRIVE FOR 0.85 MILE TO A REVERSE Y-FORK AND
 JU2864'THE STATION IN THE ANGLE OF THE FORK.
 JU2864'
 JU2864'REFERENCE MARK 1 IS 26 FEET NORTH OF THE CENTERLINE OF OCEAN
 JU2864'DRIVE, 6 FEET SOUTHEAST OF THE NORTHEAST LEG OF THE BILL BOARD,
 JU2864'6 FEET SOUTH OF THE WITNESS POST, AND 1 FOOT WEST OF A WOODEN
 JU2864'GUARD RAIL.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 JU2864'STAMPED GREAT EGG NO 1 1962.
 JU2864'
 JU2864'BENCH MARK J 56 IS A STANDARD COAST AND GEODETIC SURVEY BENCH
 JU2864'MARK DISK STAMPED J 56 1961, SET IN THE TOP OF 12 INCH CONCRETE
 JU2864'POST THAT PROJECTS 3 INCHES.  IT IS 38 FEET SOUTH OF THE
 JU2864'CENTERLINE OF A PAVED ROAD, 33 FEET NORTH OF THE CENTERLINE OF
 JU2864'OCEAN DRIVE, 15 FEET WEST OF THE NORTHEAST LEG OF THE BILL BOARD,
 JU2864'AND 15 FEET SOUTHEAST OF THE POWER POLE.
 JU2864'
 JU2864'BENCH MARK L 56 IS A STANDARD COAST AND GEODETIC SURVEY BENCH
 JU2864'MARK DISK STAMPED L 56 1961, CEMENTED IN A DRILLED HOLE IN THE
 JU2864'NORTHEAST CORNER OF THE GREAT EGG HARBOR INLET BRIDGE.  IT IS
 JU2864'2.3 FEET NORTH OF THE NORTH CORNER OF A METAL BRIDGE RAILING,
 JU2864'12 FEET EAST OF THE CENTERLINE OF THE BRIDGE, 10 FEET SOUTHWEST
 JU2864'OF A WITNESS POST, AND 1 FOOT EAST OF THE BRIDGE CURB.
 JU2864'
 JU2864'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU2864
 JU2864                          STATION RECOVERY (1962)
 JU2864
 JU2864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 JU2864'RECOVERED IN GOOD CONDITION.
 JU2864
 JU2864                          STATION RECOVERY (1990)
 JU2864
 JU2864'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2864'THE STATION WAS NOT RECOVERED AT THIS TIME.  THE INTERSECTION HAS BEEN
 JU2864'REALIGNED AND THE PREVIOUS TIES ARE NO LONGER VALID.
 JU2864
 JU2864                          STATION RECOVERY (2001)
 JU2864
 JU2864'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU2864'THE INTERSECTION HAS BEEN REALIGNED.  THE TIES ARE NO LONGER VALID.
 JU2864'THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0441 ***********************************************************************
 JU0441  DESIGNATION -  GREAT RM 1
 JU0441  PID         -  JU0441
 JU0441  STATE/COUNTY-  NJ/CAPE MAY
 JU0441  USGS QUAD   -  STONE HARBOR (1972)
 JU0441
 JU0441                         *CURRENT SURVEY CONTROL
 JU0441  ___________________________________________________________________
 JU0441* NAD 83(1986)-  39 05 10.     (N)    074 47 07.     (W)     SCALED    
 JU0441* NAVD 88     -         0.671  (meters)       2.20   (feet)  ADJUSTED  
 JU0441  ___________________________________________________________________
 JU0441  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 JU0441  DYNAMIC HT  -           0.670 (meters)       2.20  (feet)  COMP
 JU0441  MODELED GRAV-     980,065.3   (mgal)                       NAVD 88
 JU0441
 JU0441  VERT ORDER  -  SECOND    CLASS 0
 JU0441
 JU0441.The horizontal coordinates were scaled from a topographic map and have
 JU0441.an estimated accuracy of +/- 6 seconds.
 JU0441
 JU0441.The orthometric height was determined by differential leveling
 JU0441.and adjusted by the National Geodetic Survey in June 1991..
 JU0441
 JU0441.The geoid height was determined by GEOID03.
 JU0441
 JU0441.The dynamic height is computed by dividing the NAVD 88
 JU0441.geopotential number by the normal gravity value computed on the
 JU0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0441.degrees latitude (g = 980.6199 gals.).
 JU0441
 JU0441.The modeled gravity was interpolated from observed gravity values.
 JU0441
 JU0441;                    North         East    Units  Estimated Accuracy
 JU0441;SPC NJ       -    28,100.      125,320.      MT  (+/- 180 meters Scaled)
 JU0441
 JU0441                          SUPERSEDED SURVEY CONTROL
 JU0441
 JU0441  NGVD 29 (04/16/92)    1.070  (m)            3.51   (f) ADJUSTED    2 0
 JU0441
 JU0441.Superseded values are not recommended for survey control.
 JU0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0441.See file dsdata.txt to determine how the superseded data were derived.
 JU0441
 JU0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ185263(NAD 83)
 JU0441_MARKER: DR = REFERENCE MARK DISK
 JU0441_SETTING: 0 = UNSPECIFIED SETTING
 JU0441_STAMPING: GREAT NO 1 1936
 JU0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0441
 JU0441  HISTORY     - Date     Condition        Report By
 JU0441  HISTORY     - 1936     MONUMENTED       CGS
 JU0441  HISTORY     - 1961     GOOD             CGS
 JU0441
 JU0441                          STATION DESCRIPTION
 JU0441
 JU0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0441'1.6 MI NW FROM STONE HARBOR.
 JU0441'1.6 MILE NORTHWET ON STONE HARBOR BOULEVARD FROM THE POST OFFICE
 JU0441'IN STONE HARBOR TO SCOTCH BONNET BRIDGE THENCE 1.3 MILE NORTHWEST
 JU0441'TO GREAT SOUND ENTRANCE TO CRESSE THOROFARE.  35 FEET WEST OF
 JU0441'TRIANGULATION STATION GREAT 1936 AND ABOUT LEVEL WITH THE GROUND.
 JU0441'SET IN THE TOP OF AN 8 INCH TILE PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5785 ***********************************************************************
 KV5785  DESIGNATION -  GREEN POND 2 RESET
 KV5785  PID         -  KV5785
 KV5785  STATE/COUNTY-  NJ/MORRIS
 KV5785  USGS QUAD   -  DOVER (1981)
 KV5785
 KV5785                         *CURRENT SURVEY CONTROL
 KV5785  ___________________________________________________________________
 KV5785* NAD 83(1996)-  40 58 47.80806(N)    074 31 47.54260(W)     ADJUSTED  
 KV5785* NAVD 88     -       360.     (meters)    1181.     (feet)  SCALED    
 KV5785  ___________________________________________________________________
 KV5785  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 KV5785  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV5785
 KV5785  HORZ ORDER  -  FIRST
 KV5785
 KV5785.The horizontal coordinates were established by classical geodetic methods
 KV5785.and adjusted by the National Geodetic Survey in September 1999..
 KV5785
 KV5785.The orthometric height was scaled from a topographic map.
 KV5785
 KV5785.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5785
 KV5785.The geoid height was determined by GEOID03.
 KV5785
 KV5785;                    North         East     Units Scale Factor Converg.
 KV5785;SPC NJ       -   238,321.222   147,486.124   MT  0.99990008   -0 01 10.5
 KV5785;SPC NJ       -   781,892.21    483,877.39   sFT  0.99990008   -0 01 10.5
 KV5785;UTM  18      - 4,536,637.369   539,550.449   MT  0.99961925   +0 18 29.9
 KV5785
 KV5785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5785!SPC NJ       -   0.99994866  x   0.99990008  =   0.99984875
 KV5785!UTM  18      -   0.99994866  x   0.99961925  =   0.99956793
 KV5785
 KV5785:                Primary Azimuth Mark                     Grid Az
 KV5785:SPC NJ       -  WOODPORT 2                               303 47 25.3
 KV5785:UTM  18      -  WOODPORT 2                               303 27 44.9
 KV5785
 KV5785|---------------------------------------------------------------------|
 KV5785| PID    Reference Object                     Distance      Geod. Az  |
 KV5785|                                                           dddmmss.s |
 KV5785| LY2619 WOODPORT 2                          APPROX. 6.2 KM 3034614.8 |
 KV5785|---------------------------------------------------------------------|
 KV5785
 KV5785                          SUPERSEDED SURVEY CONTROL
 KV5785
 KV5785  NAD 83(1986)-  40 58 47.80661(N)    074 31 47.54431(W) AD(       ) 1
 KV5785  NAD 27      -  40 58 47.45300(N)    074 31 48.97700(W) AD(       ) 1
 KV5785
 KV5785.Superseded values are not recommended for survey control.
 KV5785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5785.See file dsdata.txt to determine how the superseded data were derived.
 KV5785
 KV5785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3955036637(NAD 83)
 KV5785_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5785_SETTING: 66 = SET IN ROCK OUTCROP
 KV5785_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KV5785_STAMPING: GREEN POND 2 1938 1984
 KV5785_MARK LOGO: NGS   
 KV5785_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5785_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV5785+STABILITY: POSITION/ELEVATION WELL
 KV5785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5785+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1991
 KV5785
 KV5785  HISTORY     - Date     Condition        Report By
 KV5785  HISTORY     - 1984     MONUMENTED       NGS
 KV5785  HISTORY     - 1985     GOOD             LOCENG
 KV5785  HISTORY     - 19910703 GOOD             NJGS
 KV5785
 KV5785                          STATION DESCRIPTION
 KV5785
 KV5785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 KV5785'THE STATION WAS RECOVERED AT THIS DATE.
 KV5785'THE STATION DISK WAS FOUND REMOVED FROM ITS DRILL HOLE.  A NEW
 KV5785'STATION MARK DISK WAS SET WHERE THE OLD STEM WAS FOUND.  REFERENCE
 KV5785'MARK ONE WAS FOUND TO HAVE ALSO BEEN REMOVED FROM ITS DRILL HOLE.  A
 KV5785'NEW REFERENCE MARK THREE WAS SET BACK IN TO THE OLD DRILL HOLE BUT
 KV5785'ONLY CLOSE TO THE ORIGINAL POSITION OF OLD REFERENCE MARK ONE.
 KV5785'REFERENCE MARK TWO WAS FOUND IN GOOD CONDITION.  THE HORIZONTAL
 KV5785'DISTANCE TO REFERENCE MARK TWO WAS FOUND TO BE 0.03 FT SHORTER THAN
 KV5785'THE DISTANCE SHOWN IN THE MOST RECENT INFORMATION AVAILABLE.  THE
 KV5785'SLOPE DISTANCE WAS CHECKED TO REFERENCE MARK TWO AND CHECKED VERY
 KV5785'CLOSE TO THE FORMER DISTANCE.  THE SLOPE DISTANCE TO THE DRILL HOLE
 KV5785'WHERE REFERENCE MARK ONE WAS LOCATED, ALSO CHECKED THE FORMER
 KV5785'PUBLISHED DISTANCE. THERE STILL IS NO SUITABLE LOCATION AVAILABLE TO
 KV5785'SET AN AZIMUTH MARK.  THE WATER TANK USED FOR AN AZIMUTH MARK IN THE
 KV5785'PAST, COULD NOT BE LOCATED AT THIS DATE.
 KV5785'
 KV5785'THE STATION IS LOCATED ABOUT 17.75 KM (11 MI)
 KV5785'SOUTH-SOUTHEAST OF FRANKLIN,
 KV5785'16 KM (10 MI) NORTH-NORTHEAST OF DOVER AND ON GREEN POND MOUNTAIN.
 KV5785'OWNERSHIP-- US ARMY.
 KV5785'
 KV5785'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 80 AND STATE
 KV5785'HIGHWAY 15 NEAR DOVER, GO NORTH ON STATE HIGHWAY 15 FOR 2.9 KM
 KV5785'(1.8 MI) TO A FORK.  KEEP RIGHT AND GO NORTHEAST ON A PAVED ROAD
 KV5785'FOR 8.55 KM (5.3 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST
 KV5785'THEN SOUTH  ON A PAVED ROAD WHICH CIRCLES LAKE FOR 1.6 KM (1.0 MI)
 KV5785'TO A FORK AT A GATE.  BEAR LEFT, PASS THROUGH THE GATE AND GO SOUTH
 KV5785'ON A BLADED ROAD FOR 0.15 KM (0.1 MI ) TO A SIDE ROAD LEFT, TURN LEFT
 KV5785'AND GO SOUTHEAST ON A BLADED ROAD FOR 0.25 KM (0.15 MI) TO THE END
 KV5785'OF THE ROAD AT A BLADED FLAT AREA AND END OF TRUCK TRAVEL.  PACK
 KV5785'SOUTHEAST UP THE STEEP HILL ON A POWERLINE RIGHT-OF-WAY FOR 30
 KV5785'MINUTES TO THE TOP OF THE HILL, TURN LEFT AND PACK NORTH ALONG THE
 KV5785'EDGE OF A BLUFF FOR ABOUT 168 METERS (550 FT) TO THE STATION ON THE
 KV5785'LEFT.
 KV5785'
 KV5785'THE STATION IS A STANDARD NGS DISK
 KV5785'STAMPED---GREEN POND 2 1938 1984---,
 KV5785'SET INTO A ROCK OUTCROP 2.4 METERS IN ITS LARGEST DIMENSION,
 KV5785'17.1 METERS (56.0 FT) NORTH-NORTHEAST FROM A LARGE POINTED ROCK
 KV5785'OUTCROP,
 KV5785'12.2 METERS (40.0 FT) WEST-SOUTHWEST FROM A OAK TREE  WITH A US
 KV5785'ARMY NO TRESPASSING SIGN,
 KV5785'10.9 METERS (35.7 FT) NORTH FROM A 8-INCH OAK TREE WITH A
 KV5785'TRIANGULAR BLAZE AND
 KV5785'9.1 METERS (29.7 FT) WEST FROM THE CENTER OF THE TRAIL.
 KV5785'
 KV5785'REFERENCE MARK NO. 2 IS A STANDARD NJGS DISK
 KV5785'THAT IS ---UNSTAMPED---,
 KV5785'SET INTO A DRILL HOLE IN A LARGE ROCK OUTCROP PROJECTING 0.9 METERS,
 KV5785'18.6 METERS (61.0 FT) WEST FROM THE TREE WITH THE US ARMY SIGN,
 KV5785'14.9 METERS (49.0 FT) WEST FROM THE CENTER OF THE TRAIL AND
 KV5785'10.7 METERS (35.0 FT) WEST FROM THE TRIANGULAR BLAZED TREE.
 KV5785'MARK IS LEVEL WITH THE STATION.
 KV5785'
 KV5785'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK
 KV5785'STAMPED---GREEN POND 2 1938 NO 3 1984---,
 KV5785'SET INTO ROUND ROCK 1.8 METERS IN LARGEST DIMENSION,
 KV5785'16.5 METERS (54.0 FT) NORTHWEST FROM THE TREE WITH THE ARMY SIGN,
 KV5785'8.2 METERS (27.0 FT) WEST FROM THE CENTER OF THE TRAIL AND
 KV5785'0.6 METERS (2.0 FT) WEST FROM THE EAST FACE OF THE ROCK OUTCROP.
 KV5785'MARK IS LEVEL WITH THE STATION.
 KV5785'
 KV5785'DESCRIBED BY--R G POUST
 KV5785
 KV5785                          STATION RECOVERY (1985)
 KV5785
 KV5785'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (CT)
 KV5785'GREEN POND 2 1938 1984 FOUND GOOD.
 KV5785'
 KV5785'GREEN POND 2 NO. 3 1984 FOUND GOOD.
 KV5785'
 KV5785'RM 1 IS AN UNSTAMPED STATE SURVEY DISK.
 KV5785'
 KV5785'ARSENAL TANK CAN STILL SERVE AS AZIMUTH MARK.
 KV5785
 KV5785                          STATION RECOVERY (1991)
 KV5785
 KV5785'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5785'THE STATION IS LOCATED IN JEFFERSON TOWNSHIP ON THE GROUNDS OF THE
 KV5785'U.S. ARMY ARMAMENT RESEARCH AND DEVELOPMENT COMMAND, THE PICATINNY
 KV5785'ARSENAL.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 KV5785'HIGHWAY 80 WESTBOUND AND THE RAMP TO STATE HIGHWAY 15 NORTHBOUND, GO
 KV5785'NORTHEAST ON STATE HIGHWAY 15 FOR 2.0 MI (3.2 KM) TO THE INTERSECTION
 KV5785'WITH BERKSHIRE VALLEY ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST
 KV5785'ON BERKSHIRE VALLEY ROAD FOR 5.3 MI (8.5 KM) TO LONGWOOD LAKE ROAD ON
 KV5785'THE RIGHT. THE YACHT CLUB RESTAURANT IS ON THE RIGHT. TURN RIGHT AND
 KV5785'GO EAST, THEN SOUTH ON LONGWOOD LAKE ROAD FOR 1.0 MI (1.6 KM) TO A
 KV5785'FORK AND A GATE.  BEAR LEFT AND PASS THROUGH THE GATE AND GO SOUTH
 KV5785'FOR 0.1 MI (0.2 KM) TO A WOODS ROAD ON THE LEFT. TURN LEFT AND GO
 KV5785'SOUTHEAST ON A BLADED ROAD FOR 0.15 MI (0.24 KM) TO THE END OF THE
 KV5785'ROAD AT A BLADED FLAT AREA AND THE END OF TRUCK TRAVEL. PACK
 KV5785'SOUTHEAST FOR 30 MINUTES UP THE STEEP HILL ALONG A POWERLINE RIGHT OF
 KV5785'WAY TO THE TOP OF THE HILL AT THE TRANSMISSION TOWER AND A DIM TRAIL
 KV5785'ON THE LEFT, POSTED BY THE LONGWOOD LAKE CABIN OWNERS ASSOCIATION AT
 KV5785'THE START OF THE TRAIL. PACK NORTH ALONG THE TRAIL FOR 550 FT
 KV5785'(167.6 M) TO THE STATION ON THE LEFT, SET ON THE TOP OF A LARGE ROCK
 KV5785'OUTCROP, DUE NORTH OF A VERY LARGE PINE TREE.  THE OAK TREE WITH THE
 KV5785'U.S. ARMY NO TRESSPASSING SIGN WAS NOT FOUND, BUT THE SIGN WAS
 KV5785'RECOVERED AND PLACED IN A FISSURE AT THE TOP OF THE ROCK OUTCROP,
 KV5785'ABOUT 1.3 M (4.3 FT) SOUTHWEST FROM THE STATION. REFERENCE MARK
 KV5785'NUMBER 2 WAS ALSO RECOVERED AT THIS TIME.  IT IS A STANDARD DISK,
 KV5785'UNSTAMPED, SET IN THE TOP OF A ROCK OUTCROP.  THE DISTANCE TO THE
 KV5785'MARK WAS MEASURED AND IT CHECKED WITH THE ORIGINAL DESCRIPTION.  THE
 KV5785'STATION IS 10.7 M (35.1 FT) NORTH FROM A 10 INCH OAK TREE WITH
 KV5785'TRIANGULAR BLAZE, STILL QUITE NOTICEABLE.
 KV5785'TO REACH THE STATION WITH FOUR WHEEL DRIVE VEHICLE FROM THE
 KV5785'INTERSECTION OF BERKSHIRE VALLEY ROAD AND LONGWOOD LAKE ROAD, GO EAST
 KV5785'THEN SOUTH ON LONGWOOD LAKE ROAD FOR 0.8 MI (1.3 KM) TO A WOODS ROAD
 KV5785'ON THE LEFT, OPPOSITE A STREET SIGN FOR ELK DRIVE AND A MAIL BOX FOR
 KV5785'HOUSE HUMBER 341 ON THE LEFT.  TURN LEFT ON THE WOODS ROAD AND GO
 KV5785'SOUTH UPHILL FOR 0.15 MI (0.24 KM) TO A TEE INTERSECTION WITH A ROCK
 KV5785'PAINTED RED BURIED IN THE MIDDLE.  CONTINUE AHEAD UPHILL FOR 0.4 MI
 KV5785'(0.6 KM) TO A FORK, BEAR LEFT AND CONTINUE UPHILL FOR 0.2 MI
 KV5785'(0.3 KM) TO THE SUMMIT AND THE TRANSMISSION TOWER.  PACK NORTH ALONG
 KV5785'THE TRAIL FOR 550 FT (167.6 M) TO THE STATION, SET IN THE TOP OF A
 KV5785'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4337 ***********************************************************************
 KV4337  DESIGNATION -  GREENVILLE PRR FREIGHT TERM TK
 KV4337  PID         -  KV4337
 KV4337  STATE/COUNTY-  NJ/HUDSON
 KV4337  USGS QUAD   -  JERSEY CITY (1981)
 KV4337
 KV4337                         *CURRENT SURVEY CONTROL
 KV4337  ___________________________________________________________________
 KV4337* NAD 83(1996)-  40 40 52.85601(N)    074 04 45.41588(W)     ADJUSTED  
 KV4337* NAVD 88     -                                                        
 KV4337  ___________________________________________________________________
 KV4337  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 KV4337  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KV4337
 KV4337  HORZ ORDER  -  THIRD
 KV4337
 KV4337.The horizontal coordinates were established by classical geodetic methods
 KV4337.and adjusted by the National Geodetic Survey in September 1999..
 KV4337
 KV4337
 KV4337.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4337
 KV4337.The geoid height was determined by GEOID03.
 KV4337
 KV4337;                    North         East     Units Scale Factor Converg.
 KV4337;SPC NJ       -   205,249.746   185,563.587   MT  0.99991556   +0 16 27.3
 KV4337;SPC NJ       -   673,390.21    608,803.20   sFT  0.99991556   +0 16 27.3
 KV4337;SPC NY L     -    57,156.254   293,297.563   MT  0.99999922   -0 03 06.7
 KV4337;SPC NY L     -   187,520.14    962,260.42   sFT  0.99999922   -0 03 06.7
 KV4337;UTM  18      - 4,503,792.273   577,806.008   MT  0.99967451   +0 36 00.7
 KV4337
 KV4337                          SUPERSEDED SURVEY CONTROL
 KV4337
 KV4337  NAD 83(1996)-  40 40 52.85594(N)    074 04 45.41591(W) AD(       ) 4
 KV4337  NAD 83(1996)-  40 40 52.85501(N)    074 04 45.41665(W) AD(       ) 4
 KV4337  NAD 83(1992)-  40 40 52.85440(N)    074 04 45.41710(W) AD(       ) 4
 KV4337  NAD 83(1986)-  40 40 52.85475(N)    074 04 45.41697(W) AD(       ) 4
 KV4337  NAD 27      -  40 40 52.48200(N)    074 04 46.90700(W) AD(       ) 3
 KV4337
 KV4337.Superseded values are not recommended for survey control.
 KV4337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4337.See file dsdata.txt to determine how the superseded data were derived.
 KV4337
 KV4337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7780603792(NAD 83)
 KV4337_MARKER: 53 = ELEVATED TANK
 KV4337
 KV4337  HISTORY     - Date     Condition        Report By
 KV4337  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4337  HISTORY     - 1934     GOOD             CGS
 KV4337
 KV4337                          STATION DESCRIPTION
 KV4337
 KV4337'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4337'THE SQUAT WATER TANK NEAR THE EASTBOUND TRACKS OF THE PENNSYLVANIA
 KV4337'FREIGHT TERMINAL, ABOUT 1/3 MILE NE OF THE PENNSYLVANIA RAILROAD
 KV4337'GRAIN ELEVATOR.  IT IS AN ORDINARY CONICAL-TOP, BLACK, IRON TYPE
 KV4337'SURMOUNTING A SPIDER SUPPORTING STRUCTURE.
 KV4337'
 KV4337'THE STATION IS THE TANKS BALL APEX, APPROXIMATELY 70 FEET
 KV4337'ABOVE GROUND.
 KV4337
 KV4337                          STATION RECOVERY (1934)
 KV4337
 KV4337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4337'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4342 ***********************************************************************
 KV4342  DESIGNATION -  GREENVILLE PRR GRAIN ELEV TWR
 KV4342  PID         -  KV4342
 KV4342  STATE/COUNTY-  NJ/HUDSON
 KV4342  USGS QUAD   -  JERSEY CITY (1981)
 KV4342
 KV4342                         *CURRENT SURVEY CONTROL
 KV4342  ___________________________________________________________________
 KV4342* NAD 83(1996)-  40 40 43.27965(N)    074 05 01.13212(W)     ADJUSTED  
 KV4342* NAVD 88     -                                                        
 KV4342  ___________________________________________________________________
 KV4342  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 KV4342  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KV4342
 KV4342  HORZ ORDER  -  THIRD
 KV4342
 KV4342.The horizontal coordinates were established by classical geodetic methods
 KV4342.and adjusted by the National Geodetic Survey in September 1999..
 KV4342
 KV4342
 KV4342.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4342
 KV4342.The geoid height was determined by GEOID03.
 KV4342
 KV4342;                    North         East     Units Scale Factor Converg.
 KV4342;SPC NJ       -   204,952.619   185,195.956   MT  0.99991524   +0 16 17.0
 KV4342;SPC NJ       -   672,415.38    607,597.07   sFT  0.99991524   +0 16 17.0
 KV4342;SPC NY L     -    56,861.200   292,928.216   MT  0.99999935   -0 03 17.0
 KV4342;SPC NY L     -   186,552.12    961,048.66   sFT  0.99999935   -0 03 17.0
 KV4342;UTM  18      - 4,503,493.132   577,440.162   MT  0.99967381   +0 35 50.4
 KV4342
 KV4342                          SUPERSEDED SURVEY CONTROL
 KV4342
 KV4342  NAD 83(1996)-  40 40 43.27958(N)    074 05 01.13214(W) AD(       ) 4
 KV4342  NAD 83(1996)-  40 40 43.27867(N)    074 05 01.13278(W) AD(       ) 4
 KV4342  NAD 83(1992)-  40 40 43.27809(N)    074 05 01.13316(W) AD(       ) 4
 KV4342  NAD 83(1986)-  40 40 43.27840(N)    074 05 01.13305(W) AD(       ) 4
 KV4342  NAD 27      -  40 40 42.90600(N)    074 05 02.62300(W) AD(       ) 3
 KV4342
 KV4342.Superseded values are not recommended for survey control.
 KV4342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4342.See file dsdata.txt to determine how the superseded data were derived.
 KV4342
 KV4342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7744003493(NAD 83)
 KV4342_MARKER: 65 = GRAIN ELEVATOR
 KV4342
 KV4342  HISTORY     - Date     Condition        Report By
 KV4342  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4342  HISTORY     - 1934     GOOD             CGS
 KV4342
 KV4342                          STATION DESCRIPTION
 KV4342
 KV4342'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4342'THE PROMINENT TOWER OF THE PENNSYLVANIA RAILROAD GRAIN ELEVATOR
 KV4342'LOCATED IN THE GREENSVILLE FREIGHT YARD.  THE ENTIRE BUILDING IS
 KV4342'SHEATHED IN GALVANIZED-IRON, THE TOWER IS SQUARE, FLAT-TOPPED,
 KV4342'AND APPROXIMATELY 100 FEET ABOVE GROUND.
 KV4342'
 KV4342'THE STATION IS CENTER OF THE TOWER.
 KV4342
 KV4342                          STATION RECOVERY (1934)
 KV4342
 KV4342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4342'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4343 ***********************************************************************
 KV4343  DESIGNATION -  GREENVILLE PRR POWERHOUSE STK
 KV4343  PID         -  KV4343
 KV4343  STATE/COUNTY-  NJ/HUDSON
 KV4343  USGS QUAD   -  JERSEY CITY (1981)
 KV4343
 KV4343                         *CURRENT SURVEY CONTROL
 KV4343  ___________________________________________________________________
 KV4343* NAD 83(1996)-  40 40 43.12554(N)    074 04 30.05815(W)     ADJUSTED  
 KV4343* NAVD 88     -                                                        
 KV4343  ___________________________________________________________________
 KV4343  LAPLACE CORR-           4.90  (seconds)                    DEFLEC99
 KV4343  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 KV4343
 KV4343  HORZ ORDER  -  THIRD
 KV4343
 KV4343.The horizontal coordinates were established by classical geodetic methods
 KV4343.and adjusted by the National Geodetic Survey in September 1999..
 KV4343
 KV4343
 KV4343.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4343
 KV4343.The geoid height was determined by GEOID03.
 KV4343
 KV4343;                    North         East     Units Scale Factor Converg.
 KV4343;SPC NJ       -   204,951.358   185,925.650   MT  0.99991588   +0 16 37.3
 KV4343;SPC NJ       -   672,411.25    609,991.07   sFT  0.99991588   +0 16 37.3
 KV4343;SPC NY L     -    56,855.785   293,657.952   MT  0.99999936   -0 02 56.6
 KV4343;SPC NY L     -   186,534.35    963,442.80   sFT  0.99999936   -0 02 56.6
 KV4343;UTM  18      - 4,503,496.021   578,169.676   MT  0.99967521   +0 36 10.6
 KV4343
 KV4343                          SUPERSEDED SURVEY CONTROL
 KV4343
 KV4343  NAD 83(1996)-  40 40 43.12551(N)    074 04 30.05817(W) AD(       ) 4
 KV4343  NAD 83(1996)-  40 40 43.12483(N)    074 04 30.05884(W) AD(       ) 4
 KV4343  NAD 83(1992)-  40 40 43.12449(N)    074 04 30.05926(W) AD(       ) 4
 KV4343  NAD 83(1986)-  40 40 43.12474(N)    074 04 30.05911(W) AD(       ) 4
 KV4343  NAD 27      -  40 40 42.75400(N)    074 04 31.55100(W) AD(       ) 3
 KV4343
 KV4343.Superseded values are not recommended for survey control.
 KV4343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4343.See file dsdata.txt to determine how the superseded data were derived.
 KV4343
 KV4343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7817003496(NAD 83)
 KV4343_MARKER: 63 = STACK
 KV4343
 KV4343  HISTORY     - Date     Condition        Report By
 KV4343  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4343  HISTORY     - 1934     GOOD             CGS
 KV4343
 KV4343                          STATION DESCRIPTION
 KV4343
 KV4343'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4343'THE PROMINENT STACK RISING FROM CENTER OF ROOF OF THE PENNSYLVANIA
 KV4343'RAILROAD POWER HOUSE, LOCATED NEAR THE PENNSYLVANIA RAILROAD
 KV4343'CAR-FERRY SLIPS.  THE POWER HOUSE IS OF RED BRICK, THE STACK AN
 KV4343'ORDINARY ROUND, BLACK-IRON TYPE.
 KV4343'
 KV4343'THE STATION IS THE STACK TOP, APPROXIMATELY 125 FEET ABOVE GROUND.
 KV4343
 KV4343                          STATION RECOVERY (1934)
 KV4343
 KV4343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4343'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0112 ***********************************************************************
 JU0112  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0112  DESIGNATION -  GRETNA
 JU0112  PID         -  JU0112
 JU0112  STATE/COUNTY-  NJ/BURLINGTON
 JU0112  USGS QUAD   -  NEW GRETNA (1977)
 JU0112
 JU0112                         *CURRENT SURVEY CONTROL
 JU0112  ___________________________________________________________________
 JU0112* NAD 83(1996)-  39 35 37.23462(N)    074 26 51.05836(W)     ADJUSTED  
 JU0112* NAVD 88     -         3.010  (meters)       9.88   (feet)  ADJUSTED  
 JU0112  ___________________________________________________________________
 JU0112  X           -   1,319,573.518 (meters)                     COMP
 JU0112  Y           -  -4,741,358.722 (meters)                     COMP
 JU0112  Z           -   4,043,304.031 (meters)                     COMP
 JU0112  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 JU0112  ELLIP HEIGHT-         -30.37  (meters)          (10/23/02) GPS OBS
 JU0112  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JU0112  DYNAMIC HT  -           3.009 (meters)       9.87  (feet)  COMP
 JU0112  MODELED GRAV-     980,156.1   (mgal)                       NAVD 88
 JU0112
 JU0112  HORZ ORDER  -  FIRST
 JU0112  VERT ORDER  -  FIRST     CLASS I
 JU0112  ELLP ORDER  -  FOURTH    CLASS I
 JU0112
 JU0112.The horizontal coordinates were established by GPS observations
 JU0112.and adjusted by the National Geodetic Survey in May 1999..
 JU0112
 JU0112.The orthometric height was determined by differential leveling
 JU0112.and adjusted by the National Geodetic Survey in April 1997..
 JU0112
 JU0112.This Tidal Bench Mark is designated as VM 2637
 JU0112.by the Center for Operational Oceanographic Products and Services.
 JU0112
 JU0112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0112
 JU0112.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0112
 JU0112.The ellipsoidal height was determined by GPS observations
 JU0112.and is referenced to NAD 83.
 JU0112
 JU0112.The geoid height was determined by GEOID03.
 JU0112
 JU0112.The dynamic height is computed by dividing the NAVD 88
 JU0112.geopotential number by the normal gravity value computed on the
 JU0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0112.degrees latitude (g = 980.6199 gals.).
 JU0112
 JU0112.The modeled gravity was interpolated from observed gravity values.
 JU0112
 JU0112;                    North         East     Units Scale Factor Converg.
 JU0112;SPC NJ       -    84,405.816   154,507.793   MT  0.99990025   +0 02 00.4
 JU0112;SPC NJ       -   276,921.41    506,914.32   sFT  0.99990025   +0 02 00.4
 JU0112;UTM  18      - 4,382,806.617   547,438.322   MT  0.99962771   +0 21 07.7
 JU0112
 JU0112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0112!SPC NJ       -   1.00000476  x   0.99990025  =   0.99990501
 JU0112!UTM  18      -   1.00000476  x   0.99962771  =   0.99963247
 JU0112
 JU0112:                Primary Azimuth Mark                     Grid Az
 JU0112:SPC NJ       -  NEW GRETNA RADIO KEE 290 MAST            042 03 27.9
 JU0112:UTM  18      -  NEW GRETNA RADIO KEE 290 MAST            041 44 20.6
 JU0112
 JU0112|---------------------------------------------------------------------|
 JU0112| PID    Reference Object                     Distance      Geod. Az  |
 JU0112|                                                           dddmmss.s |
 JU0112| JU2740 NEW GRETNA RADIO KEE 290 MAST       APPROX. 1.7 KM 0420528.3 |
 JU0112| JU2699 WEST CREEK RADIO STA WSC MAST       APPROX.14.4 KM 0691159.6 |
 JU0112| JU0111 GRETNA RM 1                          43.289 METERS 08655     |
 JU0112| JU2713 MYSTIC ISLANDS MUN STANDPIPE        APPROX. 7.2 KM 1071745.4 |
 JU0112| JU2723 SEVEN ISLANDS FISH FACTORY TK       APPROX.12.6 KM 1310726.7 |
 JU0112| JU0110 GRETNA RM 2                          34.254 METERS 19338     |
 JU0112| JU0113 GRETNA RM 3                                        2794939.9 |
 JU0112|---------------------------------------------------------------------|
 JU0112
 JU0112                          SUPERSEDED SURVEY CONTROL
 JU0112
 JU0112  ELLIP H (05/14/99)  -30.40   (m)                       GP(       ) 4 1
 JU0112  NAD 83(1986)-  39 35 37.22906(N)    074 26 51.05551(W) AD(       ) 1
 JU0112  NAD 83(1992)-  39 35 37.23404(N)    074 26 51.05828(W) AD(       ) 1
 JU0112  ELLIP H (12/16/96)  -30.43   (m)                       GP(       ) 2 1
 JU0112  NAD 83(1992)-  39 35 37.23213(N)    074 26 51.05687(W) AD(       ) 1
 JU0112  ELLIP H (04/25/94)  -30.45   (m)                       GP(       ) 3 1
 JU0112  NAD 83(1986)-  39 35 37.23084(N)    074 26 51.05604(W) AD(       ) 1
 JU0112  ELLIP H (01/27/92)  -30.45   (m)                       GP(       ) 4 1
 JU0112  NAD 83(1986)-  39 35 37.22580(N)    074 26 51.05356(W) AD(       ) 1
 JU0112  NAD 27      -  39 35 36.80060(N)    074 26 52.51430(W) AD(       ) 1
 JU0112  NAVD 88 (06/15/91)    3.078  (m)           10.10   (f) UNKNOWN     1 1
 JU0112  NGVD 29 (04/16/92)    3.464  (m)           11.36   (f) ADJUSTED    1 1
 JU0112
 JU0112.Superseded values are not recommended for survey control.
 JU0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0112.See file dsdata.txt to determine how the superseded data were derived.
 JU0112
 JU0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4743882807(NAD 83)
 JU0112_MARKER: DS = TRIANGULATION STATION DISK
 JU0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0112_SP_SET: CONCRETE POST
 JU0112_STAMPING: GRETNA 1932
 JU0112_MARK LOGO: CGS   
 JU0112_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0112+STABILITY: SURFACE MOTION
 JU0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0112+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1996
 JU0112
 JU0112  HISTORY     - Date     Condition        Report By
 JU0112  HISTORY     - 1932     MONUMENTED       CGS
 JU0112  HISTORY     - 1962     GOOD             CGS
 JU0112  HISTORY     - 1962     GOOD             CGS
 JU0112  HISTORY     - 1964     GOOD             CGS
 JU0112  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0112  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0112  HISTORY     - 1987     GOOD             AEROS
 JU0112  HISTORY     - 19900806 GOOD             NJGS
 JU0112  HISTORY     - 19930311 GOOD             NJHA
 JU0112  HISTORY     - 19951206 GOOD             TWT
 JU0112  HISTORY     - 19960523 GOOD             NJGS
 JU0112  HISTORY     - 19960611 GOOD             NJGS
 JU0112
 JU0112                          STATION DESCRIPTION
 JU0112
 JU0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU0112'STATION IS IN THE OLD RESIDENTS CEMETERY IN THE VILLAGE OF
 JU0112'NEW GRETNA, IN THE NW END OF THE VILLAGE.  STATION IS IN THE S
 JU0112'EDGE OF THE CEMETERY, 5.2 METERS E OF THE CENTER LINE OF THE GRAVEL
 JU0112'ROAD WHICH LEADS N FROM HIGHWAY 9 THROUGH THE CEMETERY.  20.7
 JU0112'METERS E OF A PUMP UNDER A TREE.  11.6 METERS SW OF A STONE
 JU0112'MARKED LE MUNYON.
 JU0112'
 JU0112'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU0112'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU0112'
 JU0112'REFERENCE MARK NO. 1 IS ENE OF STATION IN THE SE CORNER OF THE
 JU0112'CEMETERY, 1.8 METERS W OF FIELD ROAD.  15.5 METERS SE OF STONE
 JU0112'MARKED DANIEL T. SOOY.  REFERENCE MARK NO. 3 IS W OF STATION IN
 JU0112'FRONT OF NEW GRETNA GRAMMAR SCHOOL.  10 METERS W OF CENTER LINE
 JU0112'OF N MAPLE STREET.  25 METERS E OF SE CORNER OF SCHOOL.  8 METERS
 JU0112'N OF SCHOOL FLAGPOLE.  REFERENCE MARK NO. 2 IS SSW OF STATION,
 JU0112'5.8 METERS W OF GRAVEL ROAD LEADING N FROM HIGHWAY 9 THROUGH
 JU0112'CEMETERY.  14 METERS NW OF LONE CEDAR TREE ON E SIDE OF ABOVE
 JU0112'GRAVEL ROAD.
 JU0112'
 JU0112'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 JU0112
 JU0112                          STATION RECOVERY (1962)
 JU0112
 JU0112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU0112'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE STATION MARK
 JU0112'PROJECTS 4 INCHES.  THE PUMP MENTIONED IN THE ORIGINAL
 JU0112'DESCRIPTION IS GONE.
 JU0112'
 JU0112'RM 1 PROJECTS 5 INCHES, AND IS IN A WILD HEDGEROW 9 FEET EAST
 JU0112'OF THE CENTER OF A FOOTPATH AT THE EASTERN BOUNDARY OF THE
 JU0112'CEMETERY.  THE FIELD ROAD IS GONE.
 JU0112'
 JU0112'RM 2 PROJECTS 6 INCHES, THE LONE CEDAR IS GONE.
 JU0112'
 JU0112'RM 3 PROJECTS 4 INCHES.  IT IS 81 FEET NORTH OF THE NEW
 JU0112'LOCATION OF THE SCHOOL FLAGPOLE, 36 FEET SOUTH OF THE CENTER OF
 JU0112'THE CONCRETE WALK TO THE SCHOOLHOUSE AND IN LINE WITH THE FENCE.
 JU0112'
 JU0112'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 9 AND
 JU0112'MAPLE STREET IN NEW GRETNA, GO EAST ON THE HIGHWAY 9 FOR 0.2
 JU0112'MILE TO A GRAVELED ROAD LEFT, TURN LEFT THROUGH A GATE AND GO
 JU0112'NORTH 0.1 MILE TO A CURVE LEFT AND THE STATION ON THE RIGHT, 23
 JU0112'FEET EAST OF THE CENTER OF THE CURVE.  CONTINUE AHEAD, FOLLOWING
 JU0112'THE MAIN ROAD THROUGH THE CEMETERY FOR 0.2 MILE TO THE
 JU0112'SCHOOLHOUSE AND AZIMUTH MARK (RM 3) ON THE RIGHT.
 JU0112
 JU0112                          STATION RECOVERY (1962)
 JU0112
 JU0112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU0112'NO MEASUREMENT BETWEEN RMS, TREES ON LINE.
 JU0112'
 JU0112'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED AND FOUND IN
 JU0112'GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO ALL MARKS
 JU0112'CHECKED.  MANY OF THE REFERENCE POINTS HAVE CHANGED.
 JU0112'
 JU0112'A COMPLETE NEW DESCRIPTION FOLLOWS--
 JU0112'
 JU0112'THE STATION IS LOCATED IN THE SOUTH SIDE OF THE RESIDENTS
 JU0112'CEMETERY AT THE NORTHEAST EDGE OF NEW GRETNA, ON THE PROPERTY
 JU0112'OF THE NEW GRETNA OLD HOME SOCIETY.  IT IS 73 FEET EAST OF A
 JU0112'PUMP, 34 FEET SOUTHWEST OF A LONE CEDAR TREE, 70 FEET EAST OF
 JU0112'A 16 INCH HICKORY TREE, 26 FEET EAST OF THE CENTERLINE OF A
 JU0112'DRIVEWAY, 24 FEET NORTH OF A 16 INCH MAPLE TREE, 23 FEET
 JU0112'SOUTHEAST OF A TOMBSTONE WITH THE NAME MATHIS ON IT.  THE
 JU0112'MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED GRETNA 1932.
 JU0112'NOTE 1A 7A.
 JU0112'
 JU0112'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 9 AND COUNTY
 JU0112'ROAD 563 IN NEW GRETNA, GO EAST ON U.S. HIGHWAY 9 FOR 0.2 MILE TO
 JU0112'A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO NORTH ON THE DRIVEWAY FOR
 JU0112'0.1 MILE TO THE STATION ON THE RIGHT.
 JU0112'
 JU0112'TO REACH REFERENCE MARK 3 FROM THE STATION, GO WEST ON THE
 JU0112'DRIVEWAY FOR 0.25 MILE TO THE NEW GRETNA SCHOOL AND REFERENCE
 JU0112'MARK 3.
 JU0112'
 JU0112'REFERENCE MARK 1 IS AT THE EAST EDGE OF THE CEMETERY, 52 FEET
 JU0112'SOUTHEAST OF A TOMBSTONE WITH THE NAME DANIEL T. SOOY ON IT,
 JU0112'22 FEET NORTH OF THE SOUTHEAST CORNER OF THE CEMETERY.  THE
 JU0112'MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED GRETNA NO 1
 JU0112'1932.
 JU0112'
 JU0112'REFERENCE MARK 2 IS 90 FEET SOUTHWEST OF THE 16 INCH MAPLE TREE
 JU0112'19 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY, AND 1 FOOT NORTH
 JU0112'OF A WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 JU0112'IS STAMPED GRETNA NO 2 1932.
 JU0112'
 JU0112'REFERENCE MARK 3 IS 78 FEET EAST OF THE SOUTHEAST CORNER OF
 JU0112'THE NEW GRETNA SCHOOL, 36 FEET WEST OF THE CENTERLINE OF COUNTY
 JU0112'ROAD 563, 36 FEET SOUTH OF THE CENTER OF A SIDEWALK, AND 1 FOOT
 JU0112'NORTH OF A WITNESS POST.  THE MONUMENT PROJECTS 5 INCHES AND
 JU0112'THE DISK IS STAMPED GRETNA NO 3 1932.
 JU0112'
 JU0112'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JU0112
 JU0112                          STATION RECOVERY (1964)
 JU0112
 JU0112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0112'AT NEW GRETNA.
 JU0112'AT NEW GRETNA, ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 9 FROM
 JU0112'THE POST OFFICE, THENCE ABOUT 0.1 MILE NORTH ALONG A DRIVEWAY
 JU0112'LEADING TO MILLER CEMETERY, 73.0 FEET EAST-SOUTHEAST OF AND ACROSS
 JU0112'THE DRIVEWAY FROM A WATER PUMP (HAND), 34 FEET SOUTHWEST OF A
 JU0112'LONE CEDAR TREE, 22.2 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 JU0112'CORNER OF THE MATHIS FAMILY TOMBSTONE, 26 FEET EAST OF THE CENTER
 JU0112'LINE OF THE DRIVEWAY, 142.0 FEET WEST OF GRETNA R.M. 1, 114.1
 JU0112'FEET NORTHEAST OF GRETNA R.M. 2, ABOUT LEVEL WITH THE DRIVEWAY
 JU0112'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 JU0112
 JU0112                          STATION RECOVERY (1979)
 JU0112
 JU0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0112'NOTE--SURFACE MARK APPEARS TO HAVE BEEN DESTROYED.
 JU0112
 JU0112                          STATION RECOVERY (1985)
 JU0112
 JU0112'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0112'MARK NOT FOUND.
 JU0112
 JU0112                          STATION RECOVERY (1987)
 JU0112
 JU0112'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (JKP)
 JU0112'THE STATION WAS RECOVERED AT THIS DATE.
 JU0112'THE STATION WAS RECOVERED AS DESCRIBED BY RG IN 1964.  NOTE--THIS
 JU0112'MARK WAS REPORTED DESTROYED BUT MEASUREMENTS TO THE RMS WERE GOOD
 JU0112'AND MARK APPEARS GOOD.  IT IS LEANING TOWARDS THE EAST BUT IS SOLID.
 JU0112
 JU0112                          STATION RECOVERY (1990)
 JU0112
 JU0112'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0112'THE STATION IS LOCATED IN BASS RIVER TOWNSHIP, IN THE TOWN OF NEW
 JU0112'GRETNA, IN THE MILLER CEMETERY.  TO REACH THE STATION FROM THE
 JU0112'JUNCTION OF U.S.HIGHWAY 9 AND COUNTY ROAD 679, NORTH MAPLE AVENUE, IN
 JU0112'NEW GRETNA, GO 0.32 KM (0.20 MI) EAST ON HIGHWAY 9 TO THE CEMETERY
 JU0112'ENTRANCE ON THE LEFT, MARKED BY TWO BRICK PILLARS, TURN LEFT INTO THE
 JU0112'CEMETERY AND GO 0.16 KM (0.10 MI) NORTH ON H.Z. MATHIS DRIVE TO A
 JU0112'CURVE SOUTHWEST AND THE STATION ON THE RIGHT.  THE STATION IS 15.7 M
 JU0112'(51.5 FT) SOUTHEAST OF A WOODEN NAMEPOST MARKED, J.A. BARNES, 10.2 M
 JU0112'(33.5 FT) NORTHEAST FROM A WOODEN NAMEPOST MARKED, H.Z.MATHIS DRIVE,
 JU0112'AT THE NORTHEAST CORNER OF A CHAIN LINK TYPE FENCE, 7.6 M (24.9 FT)
 JU0112'RADIAL EASTERLY FROM THE UNPAVED H.Z.MATHIS DRIVE CENTERLINE, 6.75 M
 JU0112'(22.15 FT) SOUTH OF THE WEST END OF THE H.Z. MATHIS HEADSTONE AND
 JU0112'0.05 M (0.16 FT) ABOVE THE GROUND.  FOR GPS APPLICATIONS THE STATION
 JU0112'IS BLOCKED TO THE SOUTH BY DECIDUOUS TREES AND A SMALL AREA IN THE
 JU0112'NORTHEAST QUADRANT BY EVERGREEN TREES.
 JU0112
 JU0112                          STATION RECOVERY (1993)
 JU0112
 JU0112'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 JU0112'RECOVERED IN GOOD CONDITION.
 JU0112
 JU0112                          STATION RECOVERY (1995)
 JU0112
 JU0112'RECOVERY NOTE BY TWT CONS ENG 1995 (WPD)
 JU0112'DRIP LINE OF MAPLE TREE NOW OBSTRUCTING STATION FOR SATELLITE
 JU0112'OBSERVATION.
 JU0112
 JU0112                          STATION RECOVERY (1996)
 JU0112
 JU0112'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 JU0112'RECOVERED AS DESCRIBED.  THE STATION IS 35.2 FT (10.7 M) NORTHWEST OF
 JU0112'THE NORTHEAST CORNER OF A 4 FT (1.2 M) HIGH CHAIN LINK FENCE, 142.2 FT
 JU0112'(43.3 M) WEST OF REFERENCE MARK 1.
 JU0112
 JU0112                          STATION RECOVERY (1996)
 JU0112
 JU0112'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 JU0112'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION WAS
 JU0112'FOUND LEANING AS MENTIONED IN PREVIOUS RECOVERIES AND THE ELEVATION OF
 JU0112'WAS RE-ESTABLISHED ON THE DATUM POINT OF THE DISK ON JUNE 24, 1996 BY
 JU0112'THE NEW JERSEY GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0111 ***********************************************************************
 JU0111  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0111  DESIGNATION -  GRETNA RM 1
 JU0111  PID         -  JU0111
 JU0111  STATE/COUNTY-  NJ/BURLINGTON
 JU0111  USGS QUAD   -  NEW GRETNA (1977)
 JU0111
 JU0111                         *CURRENT SURVEY CONTROL
 JU0111  ___________________________________________________________________
 JU0111* NAD 83(1986)-  39 35 37.     (N)    074 26 48.     (W)     SCALED    
 JU0111* NAVD 88     -         3.446  (meters)      11.31   (feet)  ADJUSTED  
 JU0111  ___________________________________________________________________
 JU0111  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JU0111  DYNAMIC HT  -           3.445 (meters)      11.30  (feet)  COMP
 JU0111  MODELED GRAV-     980,156.1   (mgal)                       NAVD 88
 JU0111
 JU0111  VERT ORDER  -  FIRST     CLASS I
 JU0111
 JU0111.The horizontal coordinates were scaled from a topographic map and have
 JU0111.an estimated accuracy of +/- 6 seconds.
 JU0111
 JU0111.The orthometric height was determined by differential leveling
 JU0111.and adjusted by the National Geodetic Survey in April 1997..
 JU0111
 JU0111.This Tidal Bench Mark is designated as VM 2638
 JU0111.by the Center for Operational Oceanographic Products and Services.
 JU0111
 JU0111.The geoid height was determined by GEOID03.
 JU0111
 JU0111.The dynamic height is computed by dividing the NAVD 88
 JU0111.geopotential number by the normal gravity value computed on the
 JU0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0111.degrees latitude (g = 980.6199 gals.).
 JU0111
 JU0111.The modeled gravity was interpolated from observed gravity values.
 JU0111
 JU0111;                    North         East    Units  Estimated Accuracy
 JU0111;SPC NJ       -    84,400.      154,580.      MT  (+/- 180 meters Scaled)
 JU0111
 JU0111                          SUPERSEDED SURVEY CONTROL
 JU0111
 JU0111  NAVD 88 (06/15/91)    3.454  (m)           11.33   (f) UNKNOWN     1 1
 JU0111  NGVD 29 (04/16/92)    3.840  (m)           12.60   (f) ADJUSTED    1 1
 JU0111
 JU0111.Superseded values are not recommended for survey control.
 JU0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0111.See file dsdata.txt to determine how the superseded data were derived.
 JU0111
 JU0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ475828(NAD 83)
 JU0111_MARKER: DR = REFERENCE MARK DISK
 JU0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0111_STAMPING: GRETNA NO 1 1932
 JU0111_MARK LOGO: CGS   
 JU0111_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0111+STABILITY: SURFACE MOTION
 JU0111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0111+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1996
 JU0111
 JU0111  HISTORY     - Date     Condition        Report By
 JU0111  HISTORY     - 1932     MONUMENTED       CGS
 JU0111  HISTORY     - 1964     GOOD             CGS
 JU0111  HISTORY     - 1979     GOOD             NGS
 JU0111  HISTORY     - 1985     GOOD             USPSQD
 JU0111  HISTORY     - 19960611 GOOD             NJGS
 JU0111
 JU0111                          STATION DESCRIPTION
 JU0111
 JU0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0111'AT NEW GRETNA.
 JU0111'AT NEW GRETNA, ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 9 FROM THE
 JU0111'POST OFFICE, THENCE ABOUT 0.1 MILE NORTH ALONG A DRIVEWAY
 JU0111'LEADING TO MILLER CEMETERY, 168 FEET EAST OF THE CENTER LINE
 JU0111'OF THE DRIVEWAY, 22 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 JU0111'CEMETERY, 35 FEET SOUTHEAST OF THE TOMBSTONE OF WILLIAM H. DARBY,
 JU0111'142.0 FEET EAST OF GRETNA DESCRIBED, ABOUT LEVEL WITH THE
 JU0111'DRIVEWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 JU0111'FOOT.
 JU0111
 JU0111                          STATION RECOVERY (1979)
 JU0111
 JU0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0111'RECOVERED IN GOOD CONDITION.
 JU0111
 JU0111                          STATION RECOVERY (1985)
 JU0111
 JU0111'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0111'RECOVERED IN GOOD CONDITION.
 JU0111
 JU0111                          STATION RECOVERY (1996)
 JU0111
 JU0111'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 JU0111'THE STATION IS LOCATED IN BASS RIVER TOWNSHIP, ON THE GROUNDS OF THE
 JU0111'MILLER CEMETERY.  THE STATION WAS RECOVERED AS DESCRIBED WITH THE
 JU0111'FOLLOWING CHANGES, THE STATION IS PROJECTING ABOUT A FOOT AND THE
 JU0111'CONCRETE MONUMENT IS CHIPPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0110 ***********************************************************************
 JU0110  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0110  DESIGNATION -  GRETNA RM 2
 JU0110  PID         -  JU0110
 JU0110  STATE/COUNTY-  NJ/BURLINGTON
 JU0110  USGS QUAD   -  NEW GRETNA (1977)
 JU0110
 JU0110                         *CURRENT SURVEY CONTROL
 JU0110  ___________________________________________________________________
 JU0110* NAD 83(1986)-  39 35 36.     (N)    074 26 51.     (W)     SCALED    
 JU0110* NAVD 88     -         2.649  (meters)       8.69   (feet)  ADJUSTED  
 JU0110  ___________________________________________________________________
 JU0110  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JU0110  DYNAMIC HT  -           2.648 (meters)       8.69  (feet)  COMP
 JU0110  MODELED GRAV-     980,156.0   (mgal)                       NAVD 88
 JU0110
 JU0110  VERT ORDER  -  FIRST     CLASS I
 JU0110
 JU0110.The horizontal coordinates were scaled from a topographic map and have
 JU0110.an estimated accuracy of +/- 6 seconds.
 JU0110
 JU0110.The orthometric height was determined by differential leveling
 JU0110.and adjusted by the National Geodetic Survey in April 1997..
 JU0110
 JU0110.This Tidal Bench Mark is designated as VM 2639
 JU0110.by the Center for Operational Oceanographic Products and Services.
 JU0110
 JU0110.The geoid height was determined by GEOID03.
 JU0110
 JU0110.The dynamic height is computed by dividing the NAVD 88
 JU0110.geopotential number by the normal gravity value computed on the
 JU0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0110.degrees latitude (g = 980.6199 gals.).
 JU0110
 JU0110.The modeled gravity was interpolated from observed gravity values.
 JU0110
 JU0110;                    North         East    Units  Estimated Accuracy
 JU0110;SPC NJ       -    84,370.      154,510.      MT  (+/- 180 meters Scaled)
 JU0110
 JU0110                          SUPERSEDED SURVEY CONTROL
 JU0110
 JU0110  NAVD 88 (06/15/91)    2.652  (m)            8.70   (f) UNKNOWN     1 1
 JU0110  NGVD 29 (04/16/92)    3.039  (m)            9.97   (f) ADJUSTED    1 1
 JU0110
 JU0110.Superseded values are not recommended for survey control.
 JU0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0110.See file dsdata.txt to determine how the superseded data were derived.
 JU0110
 JU0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ474827(NAD 83)
 JU0110_MARKER: DR = REFERENCE MARK DISK
 JU0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0110_STAMPING: GRETNA NO 2 1932
 JU0110_MARK LOGO: CGS   
 JU0110_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0110+STABILITY: SURFACE MOTION
 JU0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0110+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1996
 JU0110
 JU0110  HISTORY     - Date     Condition        Report By
 JU0110  HISTORY     - 1932     MONUMENTED       CGS
 JU0110  HISTORY     - 1964     GOOD             CGS
 JU0110  HISTORY     - 1979     POOR             NGS
 JU0110  HISTORY     - 1985     GOOD             USPSQD
 JU0110  HISTORY     - 19960611 GOOD             NJGS
 JU0110
 JU0110                          STATION DESCRIPTION
 JU0110
 JU0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0110'AT NEW GRETNA.
 JU0110'AT NEW GRETNA, ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 9 FROM
 JU0110'THE POST OFFICE, THENCE ABOUT 0.1 MILE NORTH ALONG A DRIVEWAY
 JU0110'LEADING TO MILLER CEMETERY, 136.2 FEET SOUTHWEST AND ACROSS
 JU0110'DRIVEWAY FROM THE SOUTHWEST CORNER OF THE TOMBSTONE OF THE MATHIS
 JU0110'FAMILY, 19 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY, 114.1
 JU0110'FEET SOUTHWEST OF AND ACROSS THE DRIVEWAY FOR STATION GRETNA
 JU0110'DESCRIBED, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 0.5 FOOT
 JU0110'ABOVE THE LEVEL OF THE DRIVEWAY AND SET IN THE TOP OF A CONCRETE
 JU0110'POST PROJECTING 0.6 FOOT.
 JU0110
 JU0110                          STATION RECOVERY (1979)
 JU0110
 JU0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0110'MARK RECOVERED IN POOR CONDITION.
 JU0110
 JU0110                          STATION RECOVERY (1985)
 JU0110
 JU0110'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0110'MARK NOW IN HEAVY WEEDS ABOUT 6 FT. SOUTH OF CYCLONE FENCE AROUND
 JU0110'CEMETARY.
 JU0110
 JU0110                          STATION RECOVERY (1996)
 JU0110
 JU0110'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 JU0110'THE STATION IS LOCATED IN BASS RIVER TOWNSHIP, ON THE PRIVATE PROPERTY
 JU0110'WEST OF THE ENTRANCE DRIVE LEADING INTO THE MILLER CEMETERY FROM U.S.
 JU0110'HIGHWAY 9,  ABOUT 9 FT (2.7 M) WEST OF THE CHAIN LINK FENCE ON THE
 JU0110'WEST SIDE OF THE DRIVEWAY AND IS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0113 ***********************************************************************
 JU0113  DESIGNATION -  GRETNA RM 3
 JU0113  PID         -  JU0113
 JU0113  STATE/COUNTY-  NJ/BURLINGTON
 JU0113  USGS QUAD   -  NEW GRETNA (1977)
 JU0113
 JU0113                         *CURRENT SURVEY CONTROL
 JU0113  ___________________________________________________________________
 JU0113* NAD 83(1986)-  39 35 36.     (N)    074 26 51.     (W)     SCALED    
 JU0113* NAVD 88     -         4.849  (meters)      15.91   (feet)  ADJUSTED  
 JU0113  ___________________________________________________________________
 JU0113  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JU0113  DYNAMIC HT  -           4.847 (meters)      15.90  (feet)  COMP
 JU0113  MODELED GRAV-     980,156.1   (mgal)                       NAVD 88
 JU0113
 JU0113  VERT ORDER  -  FIRST     CLASS I
 JU0113
 JU0113.The horizontal coordinates were scaled from a topographic map and have
 JU0113.an estimated accuracy of +/- 6 seconds.
 JU0113
 JU0113.The orthometric height was determined by differential leveling
 JU0113.and adjusted by the National Geodetic Survey in June 1991..
 JU0113
 JU0113.The geoid height was determined by GEOID03.
 JU0113
 JU0113.The dynamic height is computed by dividing the NAVD 88
 JU0113.geopotential number by the normal gravity value computed on the
 JU0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0113.degrees latitude (g = 980.6199 gals.).
 JU0113
 JU0113.The modeled gravity was interpolated from observed gravity values.
 JU0113
 JU0113;                    North         East    Units  Estimated Accuracy
 JU0113;SPC NJ       -    84,370.      154,510.      MT  (+/- 180 meters Scaled)
 JU0113
 JU0113                          SUPERSEDED SURVEY CONTROL
 JU0113
 JU0113  NGVD 29 (04/16/92)    5.234  (m)           17.17   (f) ADJUSTED    1 1
 JU0113
 JU0113.Superseded values are not recommended for survey control.
 JU0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0113.See file dsdata.txt to determine how the superseded data were derived.
 JU0113
 JU0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ474827(NAD 83)
 JU0113_MARKER: DR = REFERENCE MARK DISK
 JU0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0113_STAMPING: GRETNA NO 3 1932
 JU0113_MARK LOGO: CGS   
 JU0113_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0113+STABILITY: SURFACE MOTION
 JU0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0113+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1996
 JU0113
 JU0113  HISTORY     - Date     Condition        Report By
 JU0113  HISTORY     - 1932     MONUMENTED       CGS
 JU0113  HISTORY     - 1964     GOOD             CGS
 JU0113  HISTORY     - 1979     GOOD             NGS
 JU0113  HISTORY     - 1985     GOOD             USPSQD
 JU0113  HISTORY     - 19960611 GOOD             NJGS
 JU0113
 JU0113                          STATION DESCRIPTION
 JU0113
 JU0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0113'AT NEW GRETNA.
 JU0113'AT NEW GRETNA, ABOUT 0.2 MILE EAST ALONG U.S. HIGHWAY 9 FROM
 JU0113'THE POST OFFICE AT NEW GRETNA, THENCE ABOUT 0.15 MILE NORTH
 JU0113'ALONG ATLANTIC COUNTY HIGHWAY 563, AT THE NEW GRETNA SCHOOL,
 JU0113'78 FEET EAST OF THE SOUTHEAST CORNER OF THE SCHOOL, 36.0 FEET
 JU0113'WEST OF THE CENTER LINE OF THE COUNTY HIGHWAY, 36 FEET SOUTH
 JU0113'OF THE CENTER OF THE SIDE WALK LEADING TO THE SCHOOL ENTRANCE,
 JU0113'1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 JU0113'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JU0113'PROJECTING 0.5 FOOT.
 JU0113
 JU0113                          STATION RECOVERY (1979)
 JU0113
 JU0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0113'RECOVERED IN GOOD CONDITION.
 JU0113
 JU0113                          STATION RECOVERY (1985)
 JU0113
 JU0113'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0113'RECOVERED IN GOOD CONDITION.
 JU0113
 JU0113                          STATION RECOVERY (1996)
 JU0113
 JU0113'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 JU0113'THE STATION IS LOCATED IN BASS RIVER TOWNSHIP, ON THE FRONT GROUNDS OF
 JU0113'THE BASS RIVER ELEMENTRY SCHOOL WHICH IS ABOUT 0.15 MI (0.24 KM) NORTH
 JU0113'OF THE JUNCTION OF U.S.  HIGHWAY 9 AND COUNTY ROAD 563, NORTH MAPLE
 JU0113'AVENUE IN NEW GRETNA.  THE METAL WITNESS POST IS MISSING.  THE STATION
 JU0113'WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3094 ***********************************************************************
 JU3094  DESIGNATION -  GRISKIN
 JU3094  PID         -  JU3094
 JU3094  STATE/COUNTY-  NJ/GLOUCESTER
 JU3094  USGS QUAD   -  WOODBURY (1995)
 JU3094
 JU3094                         *CURRENT SURVEY CONTROL
 JU3094  ___________________________________________________________________
 JU3094* NAD 83(1996)-  39 48 32.84491(N)    075 10 00.19130(W)     ADJUSTED  
 JU3094* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 JU3094  ___________________________________________________________________
 JU3094  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 JU3094  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU3094
 JU3094  HORZ ORDER  -  SECOND
 JU3094
 JU3094.The horizontal coordinates were established by classical geodetic methods
 JU3094.and adjusted by the National Geodetic Survey in September 1999..
 JU3094
 JU3094.The orthometric height was scaled from a topographic map.
 JU3094
 JU3094.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3094
 JU3094.The geoid height was determined by GEOID03.
 JU3094
 JU3094;                    North         East     Units Scale Factor Converg.
 JU3094;SPC NJ       -   108,535.638    92,913.490   MT  0.99994011   -0 25 36.7
 JU3094;SPC NJ       -   356,087.34    304,833.68   sFT  0.99994011   -0 25 36.7
 JU3094;SPC PA S     -    56,064.706   821,182.517   MT  1.00002174   +1 40 33.7
 JU3094;SPC PA S     -   183,938.96  2,694,162.97   sFT  1.00002174   +1 40 33.7
 JU3094;UTM  18      - 4,406,585.446   485,729.298   MT  0.99960251   -0 06 24.3
 JU3094
 JU3094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3094!SPC NJ       -   1.00000020  x   0.99994011  =   0.99994031
 JU3094!SPC PA S     -   1.00000020  x   1.00002174  =   1.00002194
 JU3094!UTM  18      -   1.00000020  x   0.99960251  =   0.99960271
 JU3094
 JU3094|---------------------------------------------------------------------|
 JU3094| PID    Reference Object                     Distance      Geod. Az  |
 JU3094|                                                           dddmmss.s |
 JU3094| CB2032 GRISKIN RM 1                         45.171 METERS 01947     |
 JU3094| CB2033 GRISKIN RM 2                         25.576 METERS 18856     |
 JU3094| JU3266 AIRWAY BEACON 66 B                  APPROX.21.7 KM 2514756.3 |
 JU3094| JU3085 CLARKSBORO EAST GREENWICH TANK      APPROX. 5.1 KM 2583803.1 |
 JU3094| JU3084 AIRWAY BEACON 67                    APPROX. 5.8 KM 2664030.0 |
 JU3094|---------------------------------------------------------------------|
 JU3094
 JU3094                          SUPERSEDED SURVEY CONTROL
 JU3094
 JU3094  NAD 83(1991)-  39 48 32.84239(N)    075 10 00.19230(W) AD(       ) 2
 JU3094  NAD 83(1986)-  39 48 32.83755(N)    075 10 00.19539(W) AD(       ) 2
 JU3094  NAD 27      -  39 48 32.43500(N)    075 10 01.54500(W) AD(       ) 2
 JU3094
 JU3094.Superseded values are not recommended for survey control.
 JU3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3094.See file dsdata.txt to determine how the superseded data were derived.
 JU3094
 JU3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8572906585(NAD 83)
 JU3094_MARKER: DS = TRIANGULATION STATION DISK
 JU3094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3094_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3094
 JU3094  HISTORY     - Date     Condition        Report By
 JU3094  HISTORY     - 1933     MONUMENTED       CGS
 JU3094  HISTORY     - 1945     GOOD             CGS
 JU3094  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3094  HISTORY     - 1949     SEE DESCRIPTION  CGS
 JU3094
 JU3094                          STATION DESCRIPTION
 JU3094
 JU3094'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3094'THIS STATION IS 1 MILE N OF MANTUA, A TOWN ON ROUTE 45 AND 2-1/2
 JU3094'MILES S OF WOODBURY CREEK, ON TOP OF A 15-FOOT CUT BANK ON THE
 JU3094'W SIDE OF ROUTE 45, AND ACROSS THE HIGHWAY FROM LIGHT POLE
 JU3094'NO.PS 2512 PD.  THE STATION IS ON PROPERTY OWNED BY MR. GRISKIN
 JU3094'WHO LIVES N OF THE STATION 0.8 MILE ON W SIDE OF ROUTE 45.  THE
 JU3094'MARK IS ABOUT 25 YARDS N OF A GRAVEL PIT.  31 FEET W OF LONE
 JU3094'HICKORY TREE.  20 FEET W OF BANK.  THE MARK PROJECTS 6 INCHES.
 JU3094'
 JU3094'REFERENCE MARK NO.1 IS N OF STATION AND 15 FEET W OF BANK.  THE
 JU3094'MARK PROJECTS 4 INCHES.  REFERENCE MARK NO.2 IS S OF STATION.  9
 JU3094'FEET W OF BANK.  48 FEET N OF GRAVEL PIT AND ABOUT 80 FEET S OF
 JU3094'HICKORY TREE.  THE MARK PROJECTS 10 INCHES.
 JU3094'
 JU3094'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JU3094'DISKS SET IN CONCRETE.
 JU3094
 JU3094                          STATION RECOVERY (1945)
 JU3094
 JU3094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (AWH)
 JU3094'LETTER OF A.W. HILL, WOODBURY, NEW JERSEY, DATED AUGUST 15, 1945--
 JU3094'
 JU3094'THE LETTER FROM A.W. HILL REQUESTED THAT STATION MARKS BE
 JU3094'REMOVED AS THEY WERE IN GROUND BEING EXCAVATED.  PERMISSION
 JU3094'WAS GIVEN TO REMOVE THEM.  THE TWO STATION MARKS WERE RECEIVED
 JU3094'AT THIS OFFICE ON AUGUST 31, 1945.  THE MARKS WERE STAMPED
 JU3094'GRISKIN 1933.
 JU3094
 JU3094                          STATION RECOVERY (1946)
 JU3094
 JU3094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3094'REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.  STATION AND
 JU3094'REFERENCE MARK 1 SHOULD BE CONSIDERED DESTROYED BECAUSE A NEW
 JU3094'BORROW PIT HAS BEEN DUG N OF REFERENCE MARK 2.  MEASUREMENTS
 JU3094'WERE TAKEN TO THE PROBABLE SITE OF THE STATION AND A SEARCH
 JU3094'MADE FOR BOTH THE STATION AND REFERENCE MARK 1.
 JU3094'
 JU3094'THE SILVER TANK USED AS THE AZIMUTH MARK COULD NOT BE SEEN
 JU3094'FROM THE GROUND.
 JU3094
 JU3094                          STATION RECOVERY (1949)
 JU3094
 JU3094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RGB)
 JU3094'THE TRIANGULATION STATION AND BOTH R.M. NO. 1 AND R.M. NO. 2 HAVE
 JU3094'BEEN DESTROYED BY EXCAVATION.  THE STATION WAS ON TOP OF A
 JU3094'15 FT. BANK.  THIS BANK HAS BEEN CUT AWAY AND THE GROUND IS NOW
 JU3094'LEVEL WITH THE ROAD.  R.M. NO. 2 WAS FOUND LYING ALONG THE SIDE
 JU3094'OF THE EXCAVATION.
 JU3094'
 JU3094'MON. 7045 OF THE N. J. GEODETIC CONTROL SURVEY IS BUT 48.69 FEET
 JU3094'SOUTHEAST OF THIS STATION.
 JU3094'
 JU3094'ELEV. = 107.770 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5788 ***********************************************************************
 KV5788  DESIGNATION -  GUERIN
 KV5788  PID         -  KV5788
 KV5788  STATE/COUNTY-  NJ/MORRIS
 KV5788  USGS QUAD   -  MENDHAM (1981)
 KV5788
 KV5788                         *CURRENT SURVEY CONTROL
 KV5788  ___________________________________________________________________
 KV5788* NAD 83(1996)-  40 50 25.99755(N)    074 34 37.97266(W)     ADJUSTED  
 KV5788* NAVD 88     -       342.     (meters)    1122.     (feet)  SCALED    
 KV5788  ___________________________________________________________________
 KV5788  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 KV5788  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KV5788
 KV5788  HORZ ORDER  -  FIRST
 KV5788
 KV5788.The horizontal coordinates were established by classical geodetic methods
 KV5788.and adjusted by the National Geodetic Survey in September 1999..
 KV5788
 KV5788.The orthometric height was scaled from a topographic map.
 KV5788
 KV5788.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5788
 KV5788.The geoid height was determined by GEOID03.
 KV5788
 KV5788;                    North         East     Units Scale Factor Converg.
 KV5788;SPC NJ       -   222,845.446   143,488.554   MT  0.99990052   -0 03 01.8
 KV5788;SPC NJ       -   731,118.77    470,762.03   sFT  0.99990052   -0 03 01.8
 KV5788;UTM  18      - 4,521,143.384   535,642.493   MT  0.99961564   +0 16 35.3
 KV5788
 KV5788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5788!SPC NJ       -   0.99995153  x   0.99990052  =   0.99985206
 KV5788!UTM  18      -   0.99995153  x   0.99961564  =   0.99956719
 KV5788
 KV5788:                Primary Azimuth Mark                     Grid Az
 KV5788:SPC NJ       -  SNAKE                                    047 43 58.4
 KV5788:UTM  18      -  SNAKE                                    047 24 21.3
 KV5788
 KV5788|---------------------------------------------------------------------|
 KV5788| PID    Reference Object                     Distance      Geod. Az  |
 KV5788|                                                           dddmmss.s |
 KV5788| KV5786 SNAKE                               APPROX. 8.3 KM 0474056.6 |
 KV5788| CB5976 GUERIN RM 1                          17.260 METERS 05616     |
 KV5788| KV5793 RED LIGHT ON TOP WATER TANK         APPROX.13.1 KM 1904843.3 |
 KV5788| KV5816 REVOLVING AIR BEACON                APPROX.20.9 KM 2383148.5 |
 KV5788| CB5977 GUERIN RM 2                          19.095 METERS 28822     |
 KV5788|---------------------------------------------------------------------|
 KV5788
 KV5788                          SUPERSEDED SURVEY CONTROL
 KV5788
 KV5788  NAD 83(1986)-  40 50 25.99630(N)    074 34 37.97306(W) AD(       ) 1
 KV5788  NAD 27      -  40 50 25.63900(N)    074 34 39.40600(W) AD(       ) 1
 KV5788
 KV5788.Superseded values are not recommended for survey control.
 KV5788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5788.See file dsdata.txt to determine how the superseded data were derived.
 KV5788
 KV5788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3564221143(NAD 83)
 KV5788_MARKER: DS = TRIANGULATION STATION DISK
 KV5788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5788
 KV5788  HISTORY     - Date     Condition        Report By
 KV5788  HISTORY     - 1935     MONUMENTED       CGS
 KV5788  HISTORY     - 20040824 GOOD             GEOCAC
 KV5788
 KV5788                          STATION DESCRIPTION
 KV5788
 KV5788'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5788'THE STATION IS ON THE PROPERTY OF MR. F.S. GUERIN, AT THE SE PART
 KV5788'OF A THICKLY WOODED HILL, ABOUT 100 YARDS SE OF A LARGE OUTCROP
 KV5788'OF ROCK, 7 PACES SW OF A TRIPLE-TRUNK OAK TREE, 6 PACES NW OF A
 KV5788'16-INCH TREE WITH A TRIANGULAR BLAZE, AND 3 PACES N OF A
 KV5788'PROJECTING LEDGE ROCK ABOUT 5 YARDS LONG.  THE MARK PROJECTS 4
 KV5788'INCHES AND IS STAMPED GUERIN 1935.
 KV5788'
 KV5788'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 KV5788'CONCRETE AS DESCRIBED IN NOTES 1A AND 7A.
 KV5788'
 KV5788'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN THE TOP
 KV5788'OF BEDROCK ABOUT 2 FEET HIGHER THAN THE STATION, AND 2-1/2 PACES
 KV5788'S OF A 14-INCH LEANING TREE.  THE MARK IS STAMPED GUERIN NO.1 1935.
 KV5788'
 KV5788'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN THE TOP OF
 KV5788'BEDROCK, 2 PACES NW OF A 12-INCH TREE WITH 2 BLAZES, AND 2 FEET SE
 KV5788'OF A 16-INCH STUMP.  THE MARK IS STAMPED GUERIN NO.2 1935.
 KV5788'
 KV5788'TO REACH THE STATION FROM THE CORNER OF SUSSEX AND BLACKWELL
 KV5788'STREETS IN DOVER GO W ON BLACKWELL STREET (TOWARD HACKETTSTOWN)
 KV5788'FOR 0.15 MILE TO PROSPECT STREET, HERE TURN LEFT ON PROSPECT
 KV5788'STREET FOR 0.65 MILE TO THE CREST OF A HILL AND A MACADAM
 KV5788'T-ROAD LEFT, HERE TURN LEFT ON VAN NOSTRAND AVENUE FOR 0.3 MILE
 KV5788'TO A MACADAM CROSS ROAD, TURN RIGHT (S) ON A MACADAM ROAD FOR
 KV5788'0.65 MILE TO A Y, BEAR LEFT ON THE MAIN ROAD FOR 0.85 MILE TO A
 KV5788'T-INTERSECTION, TURN RIGHT FOR 0.5 MILE TO A WHITE HOUSE ON
 KV5788'THE RIGHT AND A RED BARN ON THE LEFT, TURN RIGHT IN DRIVEWAY
 KV5788'OPPOSITE RED BARN AND JUST BEYOND THE WHITE HOUSE.  THE
 KV5788'DRIVEWAY BEARS RIGHT TOWARD THE HOUSE AT THE TOP OF THE
 KV5788'STEEPEST GRADE, HERE BEAR LEFT ON A DIM WAGON ROAD WHICH
 KV5788'PASSES TO THE LEFT OF AN OLD SHED AND GO ABOUT 200 YARDS FROM
 KV5788'THE MAIN ROAD TO ABOUT THE CENTER ON THE SECOND FIELD, TURN
 KV5788'LEFT ON DIM WAGON ROAD FOR ABOUT 30 YARDS, PASSING THROUGH
 KV5788'A GAP IN AN OLD STONE WALL (A 24-INCH APPLE TREE WITH A
 KV5788'TRIANGLE BLAZE IS ON THE RIGHT), CONTINUE FOR ABOUT 150
 KV5788'YARDS PASSING THROUGH A SMALL FIELD AND INTO THE WOODS.  THIS
 KV5788'IS THE END OF TRUCK TRAVEL AND PACK IS TO BE MADE FOR ABOUT
 KV5788'150 YARDS TO THE TOP OF THE GRADE AND THE STATION (THE
 KV5788'TRAIL IS DIMLY BLAZED).
 KV5788'
 KV5788'NOTE--NO AZIMUTH MARK WAS SET AS THE DENSE GROWTH OF TREES
 KV5788'PREVENTED ANY PLACE BEING VISIBLE FROM GROUND.
 KV5788'
 KV5788'A 64-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 KV5788
 KV5788                          STATION RECOVERY (2004)
 KV5788
 KV5788'RECOVERY NOTE BY GEOCACHING 2004 (PR)
 KV5788'IN A RANDOLPH TOWNSHIP, NJ PARK, ON MILLBROOK AVENUE.  DISK IS
 KV5788'SLIGHTLY SCARRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2644 ***********************************************************************
 JU2644  DESIGNATION -  GULF
 JU2644  PID         -  JU2644
 JU2644  STATE/COUNTY-  NJ/OCEAN
 JU2644  USGS QUAD   -  FORKED RIVER (1989)
 JU2644
 JU2644                         *CURRENT SURVEY CONTROL
 JU2644  ___________________________________________________________________
 JU2644* NAD 83(1996)-  39 45 03.76189(N)    074 11 25.47364(W)     ADJUSTED  
 JU2644* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2644  ___________________________________________________________________
 JU2644  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 JU2644  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JU2644
 JU2644  HORZ ORDER  -  THIRD
 JU2644
 JU2644.The horizontal coordinates were established by classical geodetic methods
 JU2644.and adjusted by the National Geodetic Survey in September 1999..
 JU2644
 JU2644.The orthometric height was scaled from a topographic map.
 JU2644
 JU2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2644
 JU2644.The geoid height was determined by GEOID03.
 JU2644
 JU2644;                    North         East     Units Scale Factor Converg.
 JU2644;SPC NJ       -   101,920.971   176,530.269   MT  0.99990866   +0 11 52.7
 JU2644;SPC NJ       -   334,385.72    579,166.39   sFT  0.99990866   +0 11 52.7
 JU2644;UTM  18      - 4,400,439.590   569,357.152   MT  0.99965922   +0 31 03.8
 JU2644
 JU2644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2644!SPC NJ       -   1.00000511  x   0.99990866  =   0.99991377
 JU2644!UTM  18      -   1.00000511  x   0.99965922  =   0.99966433
 JU2644
 JU2644:                Primary Azimuth Mark                     Grid Az
 JU2644:SPC NJ       -  BARNEGAT LIGHTHOUSE                      078 12 41.8
 JU2644:UTM  18      -  BARNEGAT LIGHTHOUSE                      077 53 30.7
 JU2644
 JU2644|---------------------------------------------------------------------|
 JU2644| PID    Reference Object                     Distance      Geod. Az  |
 JU2644|                                                           dddmmss.s |
 JU2644| JU2628 BARNEGAT LIGHTHOUSE                 APPROX. 7.4 KM 0782434.5 |
 JU2644| JU2639 BARNEGAT CG WEST GABLE CUPOLA       APPROX. 7.4 KM 0833422.3 |
 JU2644| JU2666 LOVELADIES COAST GUARD CUPOLA       APPROX. 6.3 KM 1112627.2 |
 JU2644| JU2687 HIGHPOINT WATER TANK                APPROX. 6.8 KM 1351050.8 |
 JU2644| CS4369 GULF 2 RM 1                                        22716     |
 JU2644| JU4094 GULF 2                              227.422 METERS 23114     |
 JU2644| CB2035 GULF RM 2                            31.315 METERS 25547     |
 JU2644| CB2034 GULF RM 1                            27.544 METERS 34354     |
 JU2644|---------------------------------------------------------------------|
 JU2644
 JU2644                          SUPERSEDED SURVEY CONTROL
 JU2644
 JU2644  NAD 83(1986)-  39 45 03.75337(N)    074 11 25.46893(W) AD(       ) 3
 JU2644  NAD 27      -  39 45 03.32000(N)    074 11 26.96700(W) AD(       ) 3
 JU2644
 JU2644.Superseded values are not recommended for survey control.
 JU2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2644.See file dsdata.txt to determine how the superseded data were derived.
 JU2644
 JU2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6935700440(NAD 83)
 JU2644_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JU2644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2644_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU2644_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2644+STABILITY: SURFACE MOTION
 JU2644
 JU2644  HISTORY     - Date     Condition        Report By
 JU2644  HISTORY     - 1935     MONUMENTED       CGS
 JU2644  HISTORY     - 1950     GOOD             CGS
 JU2644  HISTORY     - 1962     GOOD             CGS
 JU2644  HISTORY     - 1984     GOOD             LOCENG
 JU2644  HISTORY     - 1985     GOOD             NJGS
 JU2644
 JU2644                          STATION DESCRIPTION
 JU2644
 JU2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2644'STATION IS LOCATED ON THE W SIDE OF BARNEGAT BAY E OF BARNEGAT WATER
 JU2644'TOWER AND JUST N OF DOUBLE CREEK.  IT IS LOCATED ON FILLED-IN LAND
 JU2644'WITH BULKHEADS ON THE E SIDE AND S SIDE OF THE STATION WITH A
 JU2644'PILE JETTY RUNNING OUT INTO THE BAY FROM THE CORNER.
 JU2644'
 JU2644'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2644'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU2644'
 JU2644'THE SUB-SURFACE MARK IS A STANDARD DISK IN A MASS OF CONCRETE
 JU2644'4 FEET BELOW THE SURFACE OF THE GROUND.  THE STATION MARK IS A
 JU2644'STANDARD DISK STAMPED, GULF 1935 IN A CEMENT MONUMENT 12- BY
 JU2644'12-INCH BY 3-FOOT.
 JU2644'
 JU2644'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED, GULF 1935
 JU2644'NO.1 IN A CONCRETE MONUMENT 10- BY 10-INCH BY 3-FOOT LOCATED TO
 JU2644'THE E OF THE STATION AND 12 METERS W OF THE BAY BULKHEAD.
 JU2644'REFERENCE MARK NO.2 IS A SIMILAR MARK LOCATED TO THE S OF THE
 JU2644'STATION AND 15 METERS N OF THE CREEK BULKHEAD.
 JU2644'
 JU2644'ANGLE AT R.M. NO.2 FROM R.M. NO.1 TO STATION GULF 42 DEG 09 MIN
 JU2644'18.8 SEC
 JU2644'
 JU2644'ANGLE AT R.M. NO.1 FROM GULF TO R.M. NO.2 49 DEG 43 MIN 10.0 SEC
 JU2644'
 JU2644'DISTANCE FROM R.M. NO.1 TO R.M. NO.2 IS 41.020 METERS.
 JU2644'
 JU2644'HEIGHT OF LIGHT ABOVE STATION MARK 22 FEET.
 JU2644
 JU2644                          STATION RECOVERY (1950)
 JU2644
 JU2644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2644'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU2644'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 JU2644'
 JU2644'STATION AND REFERENCE MARKS ARE NOW COVERED WITH A GROWTH OF
 JU2644'HIGH GRASS.  THE STATION IS 26 FEET N OF THE WOODEN BULKHEAD ON
 JU2644'THE N SIDE OF DOUBLE CREEK, 34.3 FEET NW OF THE W END OF A STEEL
 JU2644'AND WOODEN BULKHEAD, 326 FEET OF LIGHT NO. 2 WHICH STANDS AT THE
 JU2644'E END OF A STEEL AND WOODEN JETTY, AND 231 FEET W OF THE MEAN
 JU2644'HIGH-WATER LINE OF BARNEGAT BAY.  THE DISTANCES TO THE REFERENCE
 JU2644'MARKS WERE CHECKED WITH A STEEL TAPE AND FOUND TO BE CORRECT.
 JU2644
 JU2644                          STATION RECOVERY (1962)
 JU2644
 JU2644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2644'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT THE STATION
 JU2644'IS NOW BURIED 4 INCHES IN SAND.  A WITNESS POST WAS SET.
 JU2644'
 JU2644'THE STATION MARK IS 35 FEET NORTHWEST OF THE JUNCTION OF 3
 JU2644'BULKHEADS, 28 FEET NORTH OF THE EAST-WEST AND 25 FEET WEST OF
 JU2644'THE NORTH-SOUTH BULKHEADS.
 JU2644'
 JU2644'RM 1 PROJECTS 8 INCHES AND IS 36.6 FEET WEST OF THE NORTH-SOUTH
 JU2644'BULKHEAD.
 JU2644'
 JU2644'RM 2 PROJECTS 8 INCHES AND IS 42 FEET NORTH OF THE EAST-WEST
 JU2644'BULKHEAD.
 JU2644'
 JU2644'THE STATION MARK IS 2.8 FEET WEST OF THE WITNESS POST.
 JU2644'
 JU2644'TO REACH THE STATION FROM THE JUNCTION OF ROUTES 9 AND 534 IN
 JU2644'BARNEGAT, GO EASTERLY ON BAY AVENUE FOR 1.9 MILES, CROSSING A
 JU2644'BRIDGE AT 1.2 MILES, TO THE BEACH JUST BEYOND A LOOP IN THE ROAD
 JU2644'AND THE STATION IN THE TALL REEDS ON THE RIGHT.
 JU2644
 JU2644                          STATION RECOVERY (1984)
 JU2644
 JU2644'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (GMC)
 JU2644'GULF 1935 FOUND GOOD.
 JU2644
 JU2644                          STATION RECOVERY (1985)
 JU2644
 JU2644'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1985 (JRO)
 JU2644'THE STATION WAS RECOVERED AT THIS DATE.
 JU2644'THE STATION UNDERGROUND MARK WAS RECOVERED.  REFERENCE MARKS WERE
 JU2644'NOT.  THE STATION SURFACE MARK WAS RESET AND STATION GULF 2 1985
 JU2644'ESTABLISHED.  AN ASTRONOMIC AZIMUTH WAS OBSERVED TO BARNEGAT
 JU2644'LIGHHOUSE FOR A CHECK WITH GOOD RESULTS.
 JU2644'
 JU2644'THE STATION IS LOCATED ABOUT 2.8 KM (1.7 MI)
 JU2644'EAST OF BARNEGAT IN A DEVELOPEMENT CALLED BANEGAT ON THE BAY WHICH
 JU2644'IS ON THE WEST SIDE OF BARNEGAT BAY JUST NORTH OF DOUBLE CREEK.
 JU2644'OWNERSHIP--BARNEGAT ON THE BAY.
 JU2644'
 JU2644'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 9
 JU2644'WITH COUNTY ROAD 334, GO EAST ON THE COUNTY ROAD FOR 3.0 KM (1.9 MI)
 JU2644'TO THE BARNEGAT ON THE BAY DEVELOPEMENT.
 JU2644'
 JU2644'THE STATION IS LOCATED UNDER A WOODEN DECK WHICH IS ABOUT SIX
 JU2644'FEET ABOVE GROUND LEVEL.  A LOW TRIPOD OF 4 FEET FITS.  THE
 JU2644'STATION IS 3.1 METERS (10.3 FT) SOUTH OF THE NORTH EDGE OF THE DECK
 JU2644'TOWARD THE BUILDINGS AND AWAY FROM THE BULKHEAD AND 14 METERS
 JU2644'(46 FT) WEST OF THE EAST EDGE OF THE DECK WHICH IS TOWARD
 JU2644'BARNEGAT LIGHTHOUSE.
 JU2644'
 JU2644'DESCRIBED BY JEFF R. OLSEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4094 ***********************************************************************
 JU4094  DESIGNATION -  GULF 2
 JU4094  PID         -  JU4094
 JU4094  STATE/COUNTY-  NJ/OCEAN
 JU4094  USGS QUAD   -  SHIP BOTTOM (1972)
 JU4094
 JU4094                         *CURRENT SURVEY CONTROL
 JU4094  ___________________________________________________________________
 JU4094* NAD 83(1996)-  39 44 59.14390(N)    074 11 32.92117(W)     ADJUSTED  
 JU4094* NAVD 88     -         0.4    (meters)       1.     (feet)  GPS OBS   
 JU4094  ___________________________________________________________________
 JU4094  X           -   1,337,651.154 (meters)                     COMP
 JU4094  Y           -  -4,724,791.330 (meters)                     COMP
 JU4094  Z           -   4,056,641.457 (meters)                     COMP
 JU4094  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 JU4094  ELLIP HEIGHT-         -32.92  (meters)          (10/23/02) GPS OBS
 JU4094  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JU4094
 JU4094  HORZ ORDER  -  FIRST
 JU4094  ELLP ORDER  -  FOURTH    CLASS I
 JU4094
 JU4094.The horizontal coordinates were established by GPS observations
 JU4094.and adjusted by the National Geodetic Survey in May 1999..
 JU4094
 JU4094.The orthometric height was determined by GPS observations and a
 JU4094.high-resolution geoid model.
 JU4094
 JU4094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4094
 JU4094.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4094
 JU4094.The ellipsoidal height was determined by GPS observations
 JU4094.and is referenced to NAD 83.
 JU4094
 JU4094.The geoid height was determined by GEOID03.
 JU4094
 JU4094;                    North         East     Units Scale Factor Converg.
 JU4094;SPC NJ       -   101,777.948   176,353.476   MT  0.99990855   +0 11 47.9
 JU4094;SPC NJ       -   333,916.48    578,586.36   sFT  0.99990855   +0 11 47.9
 JU4094;UTM  18      - 4,400,295.618   569,181.203   MT  0.99965892   +0 30 59.0
 JU4094
 JU4094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4094!SPC NJ       -   1.00000516  x   0.99990855  =   0.99991371
 JU4094!UTM  18      -   1.00000516  x   0.99965892  =   0.99966408
 JU4094
 JU4094|---------------------------------------------------------------------|
 JU4094| PID    Reference Object                     Distance      Geod. Az  |
 JU4094|                                                           dddmmss.s |
 JU4094| JU2644 GULF                                227.422 METERS 05113     |
 JU4094| CS4369 GULF 2 RM 1                          37.103 METERS 20213     |
 JU4094| CS4370 GULF 2 RM 2                          39.938 METERS 27527     |
 JU4094|---------------------------------------------------------------------|
 JU4094
 JU4094                          SUPERSEDED SURVEY CONTROL
 JU4094
 JU4094  ELLIP H (05/14/99)  -32.94   (m)                       GP(       ) 4 1
 JU4094  NAD 83(1992)-  39 44 59.14040(N)    074 11 32.92052(W) AD(       ) 1
 JU4094  ELLIP H (04/25/94)  -32.95   (m)                       GP(       ) 3 1
 JU4094  NAD 83(1986)-  39 44 59.13534(N)    074 11 32.91648(W) AD(       ) 1
 JU4094  ELLIP H (03/31/93)  -32.94   (m)                       GP(       ) 3 2
 JU4094  NAD 83(1986)-  39 44 59.13533(N)    074 11 32.91646(W) AD(       ) 3
 JU4094
 JU4094.Superseded values are not recommended for survey control.
 JU4094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4094.See file dsdata.txt to determine how the superseded data were derived.
 JU4094
 JU4094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6918100296(NAD 83)
 JU4094_MARKER: DD = SURVEY DISK
 JU4094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4094_SP_SET: CONCRETE POST
 JU4094_STAMPING: GULF 2 1985
 JU4094_MARK LOGO: NJGS  
 JU4094_PROJECTION: FLUSH
 JU4094_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4094+STABILITY: SURFACE MOTION
 JU4094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4094+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1993
 JU4094
 JU4094  HISTORY     - Date     Condition        Report By
 JU4094  HISTORY     - 1985     MONUMENTED       NJGS
 JU4094  HISTORY     - 1985     GOOD             NJGS
 JU4094  HISTORY     - 19900827 GOOD
 JU4094  HISTORY     - 19920611 GOOD             NJGS
 JU4094  HISTORY     - 19930316 GOOD             NJHA
 JU4094  HISTORY     - 19961117 GOOD             STEWRT
 JU4094
 JU4094                          STATION DESCRIPTION
 JU4094
 JU4094'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1985 (JRO)
 JU4094'THE STATION IS LOCATED ABOUT 2.8 KM (1.7 MI) EAST OF BARNEGAT
 JU4094'ON THE WEST SIDE OF BARNEGAT BAY AT THE MUNICIPAL DOCK ON THE
 JU4094'EAST SIDE OF EAST BAY AVENUE.
 JU4094'OWNERSHIP--BARNEGAT TOWNSHIP
 JU4094'
 JU4094'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 9 WITH COUNTY
 JU4094'ROAD 334, GO EAST ON THE COUNTY ROAD FOR 3.0 KM (1.9 MI) TO THE
 JU4094'STATION ON THE LEFT AT THE MUNICIPAL DOCK.
 JU4094'
 JU4094'THE STATION IS A STANDARD NJGS DISK
 JU4094'STAMPED---GULF 2 1985---,
 JU4094'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU4094'22 CM IN DIAMETER RECESSED 15 CM BELOW GROUND.  LOCATED
 JU4094'3.5 METERS (11.6 FT) WEST FROM THE WEST EDGE OF A NORTH SOUTH
 JU4094'BOARDWALK,
 JU4094'9.0 METERS (29.4 FT) NORTH FROM THE NORTHEAST CORNER OF A TWO STORY
 JU4094'PAVILION,
 JU4094'12.2 METERS (40.2 FT) NORTHEAST FROM THE NORTHWEST CORNER OF THE
 JU4094'PAVILION AND
 JU4094'12.4 METERS (40.7 FT) SOUTH FROM A POWER POLE WITH LIGHT JC421 BGT.
 JU4094'THE UNDERGROUND MARK IS A STANDARD NJGS DISK
 JU4094'STAMPED---GULF 2 1985---,
 JU4094'SET INTO AN IRREGULAR MASS OF CONCRETE 0.6 METERS BELOW THE SURFACE.
 JU4094'
 JU4094'REFERENCE MARK NO. 1 IS A STANDARD NJGS DISK
 JU4094'STAMPED---GULF 2 RM 1 1985---,
 JU4094'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU4094'20 CM IN DIAMETER RECESSED 15 CM BELOW GROUND.  LOCATED
 JU4094'3.6 METERS (12.0 FT) WEST FROM THE WEST EDGE OF THE BOARDWALK,
 JU4094'4.5 METERS (14.8 FT) NORTH-NORTHWEST FROM A POWER POLE,
 JU4094'21.0 METERS (68.8 FT) SOUTH FROM THE SOUTH EDGE OF THE PAVALION AND
 JU4094'22.7 METERS (74.5 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF THE
 JU4094'PAVILION.
 JU4094'MARK IS LEVEL WITH THE STATION.
 JU4094'
 JU4094'REFERENCE MARK NO. 2 IS A STANDARD NJGS DISK
 JU4094'STAMPED---GULF 2 RM 2 1985---,
 JU4094'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU4094'20 CM IN DIAMETER RECESSED 15 CM BELOW GROUND.  LOCATED
 JU4094'1.1 METERS (3.7 FT) NORTHWEST FROM A FLAGPOLE,
 JU4094'28.0 METERS (91.8 FT) EAST-SOUTHEAST FROM A POWER POLE, 78, ON EAST
 JU4094'BAY AVENUE AND
 JU4094'29.8 METERS (97.8 FT) WEST FROM THE WEST EDGE OF THE PAVILION.
 JU4094'MARK IS LEVEL WITH THE STATION.
 JU4094'
 JU4094'DESCRIBED BY JEFF R OLSEN
 JU4094
 JU4094                          STATION RECOVERY (1985)
 JU4094
 JU4094'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1985
 JU4094'RECOVERED IN GOOD CONDITION.
 JU4094
 JU4094                          STATION RECOVERY (1990)
 JU4094
 JU4094'RECOVERED 1990
 JU4094'RECOVERED IN GOOD CONDITION.
 JU4094
 JU4094                          STATION RECOVERY (1992)
 JU4094
 JU4094'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 JU4094'THE STATION IS LOCATED IN BARNEGAT TOWNSHIP, ABOUT 2.8 KM (1.7 MI)
 JU4094'EAST OF BARNEGAT ON THE WEST SIDE OF BARNEGAT BAY AT THE MUNICIPAL
 JU4094'DOCK COMPLEX ON THE EAST SIDE OF BAYSHORE ROAD.  TO REACH THE STATION
 JU4094'FROM THE JUNCTION OF U.S.HIGHWAY 9 AND WEST BAY AVENUE, COUNTY ROAD
 JU4094'554 AND BAYSHORE AVENUE, COUNTY ROAD 609, IN BARNEGAT, GO 3.0 KM
 JU4094'(1.9 MI) EAST ON BAYSHORE AVENUE TO THE MUNICIPAL DOCK COMPLEX AND
 JU4094'THE STATION ON THE RIGHT, SET NEAR THE NORTHEAST CORNER OF A TWO
 JU4094'STORY WOODEN PAVILLION NEAR THE WATERS EDGE.   THE STATION IS 2.25 M
 JU4094'(7.38 FT) WEST FROM THE WEST EDGE OF A NORTH SOUTH BOARDWALK, 9.0 M
 JU4094'(29.5 FT) NORTH OF THE NORTHEAST CORNER OF THE PAVILLION, 12.2 M
 JU4094'(40.0 FT) SOUTH OF POLE NUMBER 421 BGT, 10.5 M (34.4 FT) EAST OF A
 JU4094'UTILITY POLE WITH NO NUMBER, 12.5 M (41.0 FT) EAST OF THE NORTHEAST
 JU4094'CORNER OF THE PAVILLION, 28.4 M (93.2 FT) SOUTH SOUTHWEST OF THE
 JU4094'NORTH END OF THE BOARDWALK NEAR THE BARNEGAT HOUSE RESTURANT, 2.3 M
 JU4094'(7.5 FT) WEST OF A WITNESS POST AND 0.2 M (0.7 FT) BELOW THE GROUND.
 JU4094
 JU4094                          STATION RECOVERY (1993)
 JU4094
 JU4094'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 JU4094'RECOVERED IN GOOD CONDITION.
 JU4094
 JU4094                          STATION RECOVERY (1996)
 JU4094
 JU4094'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1996 (JMS)
 JU4094'NO CHANGE IN DESCRIPTION.  DID NOT LOOK FOR RM 1 AND RM 2.  PARKING
 JU4094'LOT RECENTLY STONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2938 ***********************************************************************
 JU2938  DESIGNATION -  GULL
 JU2938  PID         -  JU2938
 JU2938  STATE/COUNTY-  NJ/CAPE MAY
 JU2938  USGS QUAD   -  STONE HARBOR (1972)
 JU2938
 JU2938                         *CURRENT SURVEY CONTROL
 JU2938  ___________________________________________________________________
 JU2938* NAD 83(1996)-  39 04 49.15393(N)    074 46 24.35606(W)     ADJUSTED  
 JU2938* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2938  ___________________________________________________________________
 JU2938  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 JU2938  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 JU2938
 JU2938  HORZ ORDER  -  THIRD
 JU2938
 JU2938.The horizontal coordinates were established by classical geodetic methods
 JU2938.and adjusted by the National Geodetic Survey in September 1999..
 JU2938
 JU2938.The orthometric height was scaled from a topographic map.
 JU2938
 JU2938.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2938
 JU2938.The geoid height was determined by GEOID03.
 JU2938
 JU2938;                    North         East     Units Scale Factor Converg.
 JU2938;SPC NJ       -    27,452.044   126,342.699   MT  0.99990689   -0 10 20.6
 JU2938;SPC NJ       -    90,065.58    414,509.34   sFT  0.99990689   -0 10 20.6
 JU2938;UTM  18      - 4,325,714.327   519,596.710   MT  0.99960473   +0 08 34.2
 JU2938
 JU2938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2938!SPC NJ       -   1.00000543  x   0.99990689  =   0.99991232
 JU2938!UTM  18      -   1.00000543  x   0.99960473  =   0.99961016
 JU2938
 JU2938|---------------------------------------------------------------------|
 JU2938| PID    Reference Object                     Distance      Geod. Az  |
 JU2938|                                                           dddmmss.s |
 JU2938| CB2036 GULL RM 1                            11.825 METERS 25655     |
 JU2938|---------------------------------------------------------------------|
 JU2938
 JU2938                          SUPERSEDED SURVEY CONTROL
 JU2938
 JU2938  NAD 83(1991)-  39 04 49.13160(N)    074 46 24.35791(W) AD(       ) 3
 JU2938  NAD 83(1986)-  39 04 49.13065(N)    074 46 24.35822(W) AD(       ) 3
 JU2938  NAD 27      -  39 04 48.72100(N)    074 46 25.76600(W) AD(       ) 3
 JU2938
 JU2938.Superseded values are not recommended for survey control.
 JU2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2938.See file dsdata.txt to determine how the superseded data were derived.
 JU2938
 JU2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1959725714(NAD 83)
 JU2938_MARKER: DS = TRIANGULATION STATION DISK
 JU2938_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU2938_SP_SET: TOP OF METAL PIPE IN CONCRETE
 JU2938
 JU2938  HISTORY     - Date     Condition        Report By
 JU2938  HISTORY     - 1936     MONUMENTED       CGS
 JU2938  HISTORY     - 1957     POOR             CGS
 JU2938
 JU2938                          STATION DESCRIPTION
 JU2938
 JU2938'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2938'LOCATED ABOUT 2 MILES NW OF STONE HARBOR ON GULL ISLAND, 60
 JU2938'FEET INSHORE FROM GULL ISLAND THOROFARE.  IT IS ABOUT 1,000 YARDS
 JU2938'FROM THE N END OF THE ISLAND AND ABOUT 50 YARDS NE FROM A
 JU2938'CONSPICUOUS GROUP OF POSTS AND STAKES ON THE MARSH.
 JU2938'
 JU2938'STATION IS MARKED, AS DESCRIBED IN NOTE 6C, BY A STANDARD DISK
 JU2938'STAMPED GULL 1936, SET IN TOP OF AN 8-INCH TILE, CONCRETE-FILLED,
 JU2938'PLACED AROUND A WOODEN POST DRIVEN INTO THE MARSH.  THE TILE
 JU2938'PROJECTS ABOUT 8 INCHES ABOVE GROUND.
 JU2938'
 JU2938'REFERENCE MARK NO.1 IS MARKED, AS DESCRIBED IN NOTE 13C, BY A
 JU2938'STANDARD DISK, STAMPED NO.1 GULL 1936, AND IS SET IN SAME
 JU2938'MANNER AS CENTER MARK EXCEPT IT PROJECTS ONLY 5 INCHES ABOVE
 JU2938'GROUND.
 JU2938
 JU2938                          STATION RECOVERY (1957)
 JU2938
 JU2938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VES)
 JU2938'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  THE
 JU2938'TILE SURROUNDING THE CONCRETE POST HAS BECOME SHATTERED AND IS
 JU2938'FALLING AWAY FROM BOTH MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2685 ***********************************************************************
 JU2685  DESIGNATION -  GUN
 JU2685  PID         -  JU2685
 JU2685  STATE/COUNTY-  NJ/OCEAN
 JU2685  USGS QUAD   -  SHIP BOTTOM (1972)
 JU2685
 JU2685                         *CURRENT SURVEY CONTROL
 JU2685  ___________________________________________________________________
 JU2685* NAD 83(1996)-  39 43 15.68629(N)    074 10 16.60408(W)     ADJUSTED  
 JU2685* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU2685  ___________________________________________________________________
 JU2685  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 JU2685  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JU2685
 JU2685  HORZ ORDER  -  THIRD
 JU2685
 JU2685.The horizontal coordinates were established by classical geodetic methods
 JU2685.and adjusted by the National Geodetic Survey in September 1999..
 JU2685
 JU2685.The orthometric height was scaled from a topographic map.
 JU2685
 JU2685.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2685
 JU2685.The geoid height was determined by GEOID03.
 JU2685
 JU2685;                    North         East     Units Scale Factor Converg.
 JU2685;SPC NJ       -    98,593.915   178,181.872   MT  0.99990977   +0 12 36.3
 JU2685;SPC NJ       -   323,470.20    584,585.03   sFT  0.99990977   +0 12 36.3
 JU2685;UTM  18      - 4,397,122.624   571,026.875   MT  0.99966211   +0 31 46.6
 JU2685
 JU2685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2685!SPC NJ       -   1.00000529  x   0.99990977  =   0.99991506
 JU2685!UTM  18      -   1.00000529  x   0.99966211  =   0.99966740
 JU2685
 JU2685|---------------------------------------------------------------------|
 JU2685| PID    Reference Object                     Distance      Geod. Az  |
 JU2685|                                                           dddmmss.s |
 JU2685| CB2038 GUN RM 2                             19.570 METERS 01032     |
 JU2685| JU2688 HIGH POINT                          APPROX. 3.4 KM 1153356.7 |
 JU2685| CB2037 GUN RM 1                             29.830 METERS 27210     |
 JU2685|---------------------------------------------------------------------|
 JU2685
 JU2685                          SUPERSEDED SURVEY CONTROL
 JU2685
 JU2685  NAD 83(1986)-  39 43 15.67772(N)    074 10 16.59770(W) AD(       ) 3
 JU2685  NAD 27      -  39 43 15.24500(N)    074 10 18.10200(W) AD(       ) 3
 JU2685
 JU2685.Superseded values are not recommended for survey control.
 JU2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2685.See file dsdata.txt to determine how the superseded data were derived.
 JU2685
 JU2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7102797123(NAD 83)
 JU2685_MARKER: DS = TRIANGULATION STATION DISK
 JU2685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2685
 JU2685  HISTORY     - Date     Condition        Report By
 JU2685  HISTORY     - 1935     MONUMENTED       CGS
 JU2685  HISTORY     - 1950     GOOD             CGS
 JU2685  HISTORY     - 1962     SEE DESCRIPTION  CGS
 JU2685
 JU2685                          STATION DESCRIPTION
 JU2685
 JU2685'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2685'STATION IS LOCATED ON THE W SIDE OF BARNEGAT BAY, ON THE N BANK
 JU2685'OF GUNNING RIVER.  IT IS ON THE SECOND POINT ON THE N BANK OF
 JU2685'THE RIVER AND W OF THE MOUTH OF THE RIVER.
 JU2685'
 JU2685'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2685'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 JU2685'
 JU2685'STATION IS 10 METERS N OF THE HIGH-WATER LINE OF THE RIVER AND
 JU2685'IS MARKED BY A STANDARD DISK STAMPED, GUN 1935, IN A CONCRETE
 JU2685'MONUMENT 12- BY 12-INCH BY 4-FOOT EXTENDING 6 INCHES ABOVE THE
 JU2685'SURFACE OF THE MARSH.
 JU2685'
 JU2685'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED, GUN 1935 NO.1,
 JU2685'IN A CONCRETE MONUMENT 10- BY 10-INCH BY 3-FOOT, EXTENDING ABOUT
 JU2685'10 INCHES ABOVE THE SURFACE OF THE MARSH, LOCATED SW OF THE
 JU2685'STATION APPROXIMATELY 20 METERS N OF THE RIVER BANK.  REFERENCE
 JU2685'MARK NO.2 IS A SIMILAR MARK N OF THE STATION AND 6 METERS FROM
 JU2685'THE HIGH-WATER LINE OF A SMALL COVE.
 JU2685'
 JU2685'ANGLE AT R.M. NO.1 FROM R.M. NO.2 TO GUN IS 40 DEG 28 MIN 40.0 SEC
 JU2685'
 JU2685'ANGLE AT R.M. NO.2 FROM GUN TO R.M. NO.1 IS 41 DEG 09 MIN 55.0 SEC
 JU2685'
 JU2685'DISTANCE FROM R.M. NO.1 TO R.M. NO.2 IS 29.82 METERS.
 JU2685'
 JU2685'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 JU2685
 JU2685                          STATION RECOVERY (1950)
 JU2685
 JU2685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2685'STATION MARK WAS RECOVERED IN GOOD CONDITION, 5 METERS N OF THE
 JU2685'MEAN HIGH-WATER LINE.  REFERENCE MARK 1 WAS FOUND LYING ON ITS
 JU2685'SIDE AND THE DISK WAS REMOVED BY THIS PARTY.  DISTANCE AND
 JU2685'DIRECTION FROM THE STATION PROVES THAT REFERENCE MARK 2 HAS BEEN
 JU2685'DESTROYED BY SHORE EROSION.
 JU2685
 JU2685                          STATION RECOVERY (1962)
 JU2685
 JU2685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2685'DESTROYED.  THE STATION MONUMENT WAS CRUMBLED AND THE DISK WAS
 JU2685'PICKED UP FROM THE SEDGE NEARBY.  RMS 1 AND 2 WERE REPORTED
 JU2685'DESTROYED IN 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2786 ***********************************************************************
 KU2786  DESIGNATION -  GUN
 KU2786  PID         -  KU2786
 KU2786  STATE/COUNTY-  NJ/MONMOUTH
 KU2786  USGS QUAD   -  LONG BRANCH (1981)
 KU2786
 KU2786                         *CURRENT SURVEY CONTROL
 KU2786  ___________________________________________________________________
 KU2786* NAD 83(1996)-  40 21 02.58778(N)    073 59 02.24254(W)     ADJUSTED  
 KU2786* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 KU2786  ___________________________________________________________________
 KU2786  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 KU2786  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KU2786
 KU2786  HORZ ORDER  -  THIRD
 KU2786
 KU2786.The horizontal coordinates were established by classical geodetic methods
 KU2786.and adjusted by the National Geodetic Survey in September 1999..
 KU2786
 KU2786.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2786
 KU2786.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2786
 KU2786.The geoid height was determined by GEOID03.
 KU2786
 KU2786;                    North         East     Units Scale Factor Converg.
 KU2786;SPC NJ       -   168,581.450   193,836.401   MT  0.99992365   +0 20 02.9
 KU2786;SPC NJ       -   553,087.64    635,944.93   sFT  0.99992365   +0 20 02.9
 KU2786;UTM  18      - 4,467,180.135   586,284.588   MT  0.99969164   +0 39 28.4
 KU2786
 KU2786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2786!SPC NJ       -   1.00000468  x   0.99992365  =   0.99992833
 KU2786!UTM  18      -   1.00000468  x   0.99969164  =   0.99969632
 KU2786
 KU2786:                Primary Azimuth Mark                     Grid Az
 KU2786:SPC NJ       -  RUMSON HOLY CROSS SPIRE                  009 32 54.7
 KU2786:UTM  18      -  RUMSON HOLY CROSS SPIRE                  009 13 29.2
 KU2786
 KU2786|---------------------------------------------------------------------|
 KU2786| PID    Reference Object                     Distance      Geod. Az  |
 KU2786|                                                           dddmmss.s |
 KU2786| KU2779 RUMSON HOLY CROSS SPIRE             APPROX. 1.8 KM 0095257.6 |
 KU2786| KU2766 MONMOUTH BEACH CG CUPOLA            APPROX. 1.2 KM 1383537.6 |
 KU2786|---------------------------------------------------------------------|
 KU2786
 KU2786                          SUPERSEDED SURVEY CONTROL
 KU2786
 KU2786  NAD 83(1986)-  40 21 02.58738(N)    073 59 02.23870(W) AD(       ) 3
 KU2786  NAD 27      -  40 21 02.19431(N)    073 59 03.74762(W) AD(       ) 3
 KU2786  NGVD 29 (07/19/86)    3.1    (m)           10.     (f) VERT ANG       
 KU2786
 KU2786.Superseded values are not recommended for survey control.
 KU2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2786.See file dsdata.txt to determine how the superseded data were derived.
 KU2786
 KU2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8628567180(NAD 83)
 KU2786_MARKER: DE = TRAVERSE STATION DISK
 KU2786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU2786_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KU2786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU2786+STABILITY: SURFACE MOTION
 KU2786
 KU2786  HISTORY     - Date     Condition        Report By
 KU2786  HISTORY     - 1981     MONUMENTED       NOS
 KU2786  HISTORY     - 1982     GOOD             NOS
 KU2786
 KU2786                          STATION DESCRIPTION
 KU2786
 KU2786'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 KU2786'THE STATION IS LOCATED NEAR THE WESTERNMOST POINT OF
 KU2786'SEDGE ISLAND ON A SMALL OPEN SANDY HILL. SEDGE ISLAND
 KU2786'IS IMMEDIATELY SOUTHWEST OF THE TOWN OF SEA BRIGHT ALONG THE
 KU2786'SHREWSBURY RIVER.
 KU2786'
 KU2786'TO REACH THE STATION FROM THE MONMOUTH BEACH MARINA,
 KU2786'LAUNCH BOAT AND PROCEED NORTH ALONG THE SHREWSBURY
 KU2786'RIVER TO THE WESTERNMOST POINT ON SEDGE ISLAND, LAND
 KU2786'BOAT AND WALK EAST TO AN OPEN SANDY RISE AND TO STATION.
 KU2786'
 KU2786'THE STATION IS A STANDARD NOS DISK
 KU2786'STAMPED---GUN 1981---,
 KU2786'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 KU2786'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 KU2786'95.0 METERS (312 FT) EAST FROM WESTERNMOST POINT ON ISLAND
 KU2786'3.418 METERS (11.21 FT) NORTHWEST FROM A STATE OF NEW JERSEY
 KU2786'TRIANGULATION MARKER
 KU2786'52 METERS (171 FT) EAST FROM THE HIGH WATER LINE
 KU2786'8.76 METERS (28.74 FT) WEST FROM A FOUR TRUNKED SCRUB OAK
 KU2786'1.53 METERS (5.02 FT) SOUTHWEST FROM A METAL WITNESS POST.
 KU2786'
 KU2786'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.54 METERS.
 KU2786
 KU2786                          STATION RECOVERY (1982)
 KU2786
 KU2786'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 KU2786'RECOVERED AS DESCRIBED.
 KU2786'
 KU2786'RECOVERED BY J. DUNFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4931 ***********************************************************************
 KV4931  DESIGNATION -  GUN LIFT USCA 1940
 KV4931  PID         -  KV4931
 KV4931  STATE/COUNTY-  NJ/MONMOUTH
 KV4931  USGS QUAD   -  SANDY HOOK (1981)
 KV4931
 KV4931                         *CURRENT SURVEY CONTROL
 KV4931  ___________________________________________________________________
 KV4931* NAD 83(1996)-  40 28 00.71865(N)    074 00 06.84576(W)     ADJUSTED  
 KV4931* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4931  ___________________________________________________________________
 KV4931  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 KV4931  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV4931
 KV4931  HORZ ORDER  -  SECOND
 KV4931
 KV4931.The horizontal coordinates were established by classical geodetic methods
 KV4931.and adjusted by the National Geodetic Survey in September 1999..
 KV4931
 KV4931.The orthometric height was scaled from a topographic map.
 KV4931
 KV4931.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4931
 KV4931.The geoid height was determined by GEOID03.
 KV4931
 KV4931;                    North         East     Units Scale Factor Converg.
 KV4931;SPC NJ       -   181,468.809   192,239.314   MT  0.99992195   +0 19 23.8
 KV4931;SPC NJ       -   595,368.92    630,705.15   sFT  0.99992195   +0 19 23.8
 KV4931;UTM  18      - 4,480,055.252   584,615.005   MT  0.99968813   +0 38 52.1
 KV4931
 KV4931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4931!SPC NJ       -   1.00000467  x   0.99992195  =   0.99992662
 KV4931!UTM  18      -   1.00000467  x   0.99968813  =   0.99969280
 KV4931
 KV4931                          SUPERSEDED SURVEY CONTROL
 KV4931
 KV4931  NAD 83(1996)-  40 28 00.71859(N)    074 00 06.84572(W) AD(       ) 2
 KV4931  NAD 83(1986)-  40 28 00.71761(N)    074 00 06.84466(W) AD(       ) 2
 KV4931  NAD 27      -  40 28 00.33000(N)    074 00 08.34400(W) AD(       ) 2
 KV4931
 KV4931.Superseded values are not recommended for survey control.
 KV4931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4931.See file dsdata.txt to determine how the superseded data were derived.
 KV4931
 KV4931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8461580055(NAD 83)
 KV4931_MARKER: DD = SURVEY DISK
 KV4931_SETTING: 0 = UNSPECIFIED SETTING
 KV4931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4931
 KV4931  HISTORY     - Date     Condition        Report By
 KV4931  HISTORY     - 1940     MONUMENTED       LOCENG
 KV4931  HISTORY     - 1973     POOR             NGS
 KV4931  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KV4931  HISTORY     - 19920802 MARK NOT FOUND   USPSQD
 KV4931
 KV4931                          STATION DESCRIPTION
 KV4931
 KV4931'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (CIA)
 KV4931'STATION IS MARKED BY A U.S.C.A. DISK, SET DIRECTLY INSHORE FROM
 KV4931'STATION PUSEY AT BATTERY POTTER.
 KV4931
 KV4931                          STATION RECOVERY (1973)
 KV4931
 KV4931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (NAP)
 KV4931'STATION RECOVERED IN POOR CONDITION.  THE STANDARD DISC HAS
 KV4931'BEEN REMOVED, LEAVING ONLY THE STEM.
 KV4931'
 KV4931'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV4931'4 N.M. NORTH OF HIGHLANDS, N.J.
 KV4931
 KV4931                          STATION RECOVERY (1986)
 KV4931
 KV4931'RECOVERY NOTE BY US POWER SQUADRON 1986 (CWK)
 KV4931'MARK NOT FOUND.
 KV4931
 KV4931                          STATION RECOVERY (1992)
 KV4931
 KV4931'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV4931'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2059 ***********************************************************************
 KU2059  DESIGNATION -  GUN PARK
 KU2059  PID         -  KU2059
 KU2059  STATE/COUNTY-  NJ/MONMOUTH
 KU2059  USGS QUAD   -  SANDY HOOK (1981)
 KU2059
 KU2059                         *CURRENT SURVEY CONTROL
 KU2059  ___________________________________________________________________
 KU2059* NAD 83(1996)-  40 27 33.38545(N)    073 59 51.73002(W)     ADJUSTED  
 KU2059* NAVD 88     -         1.058  (meters)       3.47   (feet)  ADJUSTED  
 KU2059  ___________________________________________________________________
 KU2059  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 KU2059  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KU2059  DYNAMIC HT  -           1.058 (meters)       3.47  (feet)  COMP
 KU2059  MODELED GRAV-     980,201.4   (mgal)                       NAVD 88
 KU2059
 KU2059  HORZ ORDER  -  SECOND
 KU2059  VERT ORDER  -  SECOND    CLASS 0
 KU2059
 KU2059.The horizontal coordinates were established by classical geodetic methods
 KU2059.and adjusted by the National Geodetic Survey in September 1999..
 KU2059
 KU2059.The orthometric height was determined by differential leveling
 KU2059.and adjusted by the National Geodetic Survey in June 1991..
 KU2059
 KU2059.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2059
 KU2059.The geoid height was determined by GEOID03.
 KU2059
 KU2059.The dynamic height is computed by dividing the NAVD 88
 KU2059.geopotential number by the normal gravity value computed on the
 KU2059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU2059.degrees latitude (g = 980.6199 gals.).
 KU2059
 KU2059.The modeled gravity was interpolated from observed gravity values.
 KU2059
 KU2059;                    North         East     Units Scale Factor Converg.
 KU2059;SPC NJ       -   180,627.801   192,600.176   MT  0.99992233   +0 19 33.4
 KU2059;SPC NJ       -   592,609.71    631,889.08   sFT  0.99992233   +0 19 33.4
 KU2059;UTM  18      - 4,479,216.498   584,980.539   MT  0.99968889   +0 39 01.6
 KU2059
 KU2059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2059!SPC NJ       -   1.00000492  x   0.99992233  =   0.99992725
 KU2059!UTM  18      -   1.00000492  x   0.99968889  =   0.99969381
 KU2059
 KU2059                          SUPERSEDED SURVEY CONTROL
 KU2059
 KU2059  NAD 83(1996)-  40 27 33.38542(N)    073 59 51.72990(W) AD(       ) 2
 KU2059  NAD 83(1986)-  40 27 33.38423(N)    073 59 51.72899(W) AD(       ) 2
 KU2059  NAD 27      -  40 27 32.99600(N)    073 59 53.23100(W) AD(       ) 2
 KU2059  NGVD 29 (??/??/92)    1.42   (m)            4.7    (f) COMPUTED    2 0
 KU2059
 KU2059.Superseded values are not recommended for survey control.
 KU2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2059.See file dsdata.txt to determine how the superseded data were derived.
 KU2059
 KU2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8498179216(NAD 83)
 KU2059_MARKER: DD = SURVEY DISK
 KU2059_SETTING: 0 = UNSPECIFIED SETTING
 KU2059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2059
 KU2059  HISTORY     - Date     Condition        Report By
 KU2059  HISTORY     - 1940     MONUMENTED       LOCENG
 KU2059  HISTORY     - 1962     MARK NOT FOUND   CGS
 KU2059  HISTORY     - 19920802 MARK NOT FOUND   USPSQD
 KU2059
 KU2059                          STATION DESCRIPTION
 KU2059
 KU2059'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (CIA)
 KU2059'STATION IS MARKED BY A U.S.C.A. DISK, SET IN THE TOP OF A CONCRETE
 KU2059'MONUMENT JUST SW OF TOWER E ACROSS THE FIRST RAILROAD TRACK.
 KU2059
 KU2059                          STATION RECOVERY (1962)
 KU2059
 KU2059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2059'NOT RECOVERED.  THE RAILROAD TRACKS HAVE BEEN TAKEN UP, THE MARK
 KU2059'COULD NOT BE FOUND.
 KU2059
 KU2059                          STATION RECOVERY (1992)
 KU2059
 KU2059'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2822 ***********************************************************************
 KU2822  DESIGNATION -  GUNNISON 1921
 KU2822  PID         -  KU2822
 KU2822  STATE/COUNTY-  NJ/MONMOUTH
 KU2822  USGS QUAD   -  SANDY HOOK (1981)
 KU2822
 KU2822                         *CURRENT SURVEY CONTROL
 KU2822  ___________________________________________________________________
 KU2822* NAD 83(1996)-  40 27 35.83864(N)    073 59 42.73565(W)     ADJUSTED  
 KU2822* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KU2822  ___________________________________________________________________
 KU2822  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 KU2822  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KU2822
 KU2822  HORZ ORDER  -  SECOND
 KU2822
 KU2822.The horizontal coordinates were established by classical geodetic methods
 KU2822.and adjusted by the National Geodetic Survey in September 1999..
 KU2822
 KU2822.The orthometric height was scaled from a topographic map.
 KU2822
 KU2822.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2822
 KU2822.The geoid height was determined by GEOID03.
 KU2822
 KU2822;                    North         East     Units Scale Factor Converg.
 KU2822;SPC NJ       -   180,704.672   192,811.639   MT  0.99992255   +0 19 39.3
 KU2822;SPC NJ       -   592,861.91    632,582.85   sFT  0.99992255   +0 19 39.3
 KU2822;UTM  18      - 4,479,294.547   585,191.514   MT  0.99968933   +0 39 07.4
 KU2822
 KU2822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2822!SPC NJ       -   1.00000483  x   0.99992255  =   0.99992738
 KU2822!UTM  18      -   1.00000483  x   0.99968933  =   0.99969416
 KU2822
 KU2822|---------------------------------------------------------------------|
 KU2822| PID    Reference Object                     Distance      Geod. Az  |
 KU2822|                                                           dddmmss.s |
 KU2822| KU2840 BTRY GUNNISON GUN NO 2               23.492 METERS 03546     |
 KU2822| KU2858 GUNNISON DPF                          0.912 METERS 08941     |
 KU2822| KU2841 BTRY GUNNISON GUN NO 1               23.468 METERS 14416     |
 KU2822| KU2825 BOMBPROOF USCA 1940                 APPROX. 1.3 KM 1525621.1 |
 KU2822| KU2823 SANDY HOOK PUMPHSE BLDG 82 STK      APPROX. 1.0 KM 1943015.4 |
 KU2822| KU2790 TOWER E MARK                        195.882 METERS 26141     |
 KU2822| KV4960 SANDY HOOK FORT HANCOCK FP          APPROX. 0.8 KM 2803531.4 |
 KU2822| KU2058 GUNNISON CRF                         50.015 METERS 35211     |
 KU2822|---------------------------------------------------------------------|
 KU2822
 KU2822                          SUPERSEDED SURVEY CONTROL
 KU2822
 KU2822  NAD 83(1996)-  40 27 35.83862(N)    073 59 42.73553(W) AD(       ) 2
 KU2822  NAD 83(1986)-  40 27 35.83738(N)    073 59 42.73461(W) AD(       ) 2
 KU2822  NAD 27      -  40 27 35.44900(N)    073 59 44.23700(W) AD(       ) 2
 KU2822
 KU2822.Superseded values are not recommended for survey control.
 KU2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2822.See file dsdata.txt to determine how the superseded data were derived.
 KU2822
 KU2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8519279295(NAD 83)
 KU2822_MARKER: N = NAIL
 KU2822_SETTING: 0 = UNSPECIFIED SETTING
 KU2822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2822
 KU2822  HISTORY     - Date     Condition        Report By
 KU2822  HISTORY     - 1921     MONUMENTED       CGS
 KU2822  HISTORY     - 1932     GOOD             CGS
 KU2822  HISTORY     - 1940     GOOD             CGS
 KU2822  HISTORY     - 1962     MARK NOT FOUND   CGS
 KU2822  HISTORY     - 19920802 MARK NOT FOUND   USPSQD
 KU2822
 KU2822                          STATION DESCRIPTION
 KU2822
 KU2822'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (HWH)
 KU2822'THIS STATION IS ON TOP OF THE OPERATING HOUSE AT BATTERY JOHN
 KU2822'GUNNISON AT SANDY HOOK, NEW JERSEY.  THE HOUSE IS ABOUT 10 FEET
 KU2822'SQUARE AND ABOUT 6 FEET HIGH, LOCATED IN THE MIDDLE OF THE ARC
 KU2822'COMPRISING THIS BATTERY.  THE ROOF OF THE HOUSE HAS A SMALL SLOPE
 KU2822'BUT CAN BE OCCUPIED.  THE STATION IS MARKED BY A COPPER TACK
 KU2822'NAILED TO THE PEAK OF THE ROOF.
 KU2822
 KU2822                          STATION RECOVERY (1932)
 KU2822
 KU2822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU2822'RECOVERED (IN GOOD CONDITION) FROM THE ORIGINAL DESCRIPTION.
 KU2822'
 KU2822'A DESCRIPTION FOLLOWS---THIS STATION IS ON SANDY HOOK ATOP THE
 KU2822'OPERATING HOUSE AT BATTERY JOHN GUNNISON (A SMALL STRUCTURE
 KU2822'APPROXIMATELY 10 FEET SQUARE BY 6 FEET HIGH SITUATED IN THE MIDDLE
 KU2822'OF THE ARC COMPRISING THE BATTERY).  IT IS IN THE APPROXIMATE
 KU2822'CENTER OF THE ROOF.
 KU2822'
 KU2822'CENTER IS MARKED BY A COPPER TACK IN THE PEAK OF THE ROOF.  NO
 KU2822'REFERENCE MEASUREMENTS WERE TAKEN.
 KU2822'
 KU2822'THE ROOF HAS A SLIGHT PITCH, BUT CAN BE OCCUPIED.
 KU2822
 KU2822                          STATION RECOVERY (1940)
 KU2822
 KU2822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KU2822'TACK WAS RECOVERED IN GOOD CONDITION.  STATION WAS OCCUPIED.  TACK
 KU2822'IS LOCATED ON THE CENTER OF THE RIDGE OF THE ROOF OF B.C. GUNNISON.
 KU2822'
 KU2822'FROM THIS STATION THE FOLLOWING POINTS WERE LOCATED--
 KU2822'
 KU2822'CRF GUNNISON (U.S.C.A. MARK)
 KU2822'
 KU2822'BC GUNNISON (CENTER DPF INSTRUMENT)
 KU2822'
 KU2822'GUNNISON DPF
 KU2822
 KU2822                          STATION RECOVERY (1962)
 KU2822
 KU2822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2822'NOT RECOVERED.  THE ROOF COVERING IS GONE, AND NO COPPER TACK WAS
 KU2822'FOUND.
 KU2822
 KU2822                          STATION RECOVERY (1992)
 KU2822
 KU2822'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2058 ***********************************************************************
 KU2058  DESIGNATION -  GUNNISON CRF
 KU2058  PID         -  KU2058
 KU2058  STATE/COUNTY-  NJ/MONMOUTH
 KU2058  USGS QUAD   -  SANDY HOOK (1981)
 KU2058
 KU2058                         *CURRENT SURVEY CONTROL
 KU2058  ___________________________________________________________________
 KU2058* NAD 83(1996)-  40 27 37.44504(N)    073 59 43.02451(W)     ADJUSTED  
 KU2058* NAVD 88     -         4.646  (meters)      15.24   (feet)  ADJUSTED  
 KU2058  ___________________________________________________________________
 KU2058  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 KU2058  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KU2058  DYNAMIC HT  -           4.644 (meters)      15.24  (feet)  COMP
 KU2058  MODELED GRAV-     980,201.2   (mgal)                       NAVD 88
 KU2058
 KU2058  HORZ ORDER  -  SECOND
 KU2058  VERT ORDER  -  SECOND    CLASS 0
 KU2058
 KU2058.The horizontal coordinates were established by classical geodetic methods
 KU2058.and adjusted by the National Geodetic Survey in September 1999..
 KU2058
 KU2058.The orthometric height was determined by differential leveling
 KU2058.and adjusted by the National Geodetic Survey in June 1991..
 KU2058
 KU2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2058
 KU2058.The geoid height was determined by GEOID03.
 KU2058
 KU2058.The dynamic height is computed by dividing the NAVD 88
 KU2058.geopotential number by the normal gravity value computed on the
 KU2058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU2058.degrees latitude (g = 980.6199 gals.).
 KU2058
 KU2058.The modeled gravity was interpolated from observed gravity values.
 KU2058
 KU2058;                    North         East     Units Scale Factor Converg.
 KU2058;SPC NJ       -   180,754.179   192,804.550   MT  0.99992255   +0 19 39.1
 KU2058;SPC NJ       -   593,024.34    632,559.59   sFT  0.99992255   +0 19 39.1
 KU2058;UTM  18      - 4,479,344.001   585,184.147   MT  0.99968932   +0 39 07.3
 KU2058
 KU2058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2058!SPC NJ       -   1.00000436  x   0.99992255  =   0.99992691
 KU2058!UTM  18      -   1.00000436  x   0.99968932  =   0.99969368
 KU2058
 KU2058                          SUPERSEDED SURVEY CONTROL
 KU2058
 KU2058  NAD 83(1996)-  40 27 37.44502(N)    073 59 43.02440(W) AD(       ) 2
 KU2058  NAD 83(1986)-  40 27 37.44377(N)    073 59 43.02346(W) AD(       ) 2
 KU2058  NAD 27      -  40 27 37.05500(N)    073 59 44.52600(W) AD(       ) 2
 KU2058  NGVD 29 (??/??/92)    5.01   (m)           16.4    (f) COMPUTED    2 0
 KU2058
 KU2058.Superseded values are not recommended for survey control.
 KU2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2058.See file dsdata.txt to determine how the superseded data were derived.
 KU2058
 KU2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8518479344(NAD 83)
 KU2058_MARKER: DD = SURVEY DISK
 KU2058_SETTING: 0 = UNSPECIFIED SETTING
 KU2058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2058
 KU2058  HISTORY     - Date     Condition        Report By
 KU2058  HISTORY     - 1940     MONUMENTED       LOCENG
 KU2058  HISTORY     - 1962     MARK NOT FOUND   CGS
 KU2058  HISTORY     - 19920802 MARK NOT FOUND   USPSQD
 KU2058
 KU2058                          STATION DESCRIPTION
 KU2058
 KU2058'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (CIA)
 KU2058'THE STATION IS MARKED BY A U.S.C.A. TRIANGULATION-STATION DISK,
 KU2058'SET IN THE TOP OF A CONCRETE MONUMENT.  IT IS ABOUT 50 M. N OF
 KU2058'BC GUNNISON.
 KU2058
 KU2058                          STATION RECOVERY (1962)
 KU2058
 KU2058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2058'NOT RECOVERED.  NO MARK COULD BE FOUND IN THE SAND DUNES NORTH OF
 KU2058'THE BATTERY.
 KU2058
 KU2058                          STATION RECOVERY (1992)
 KU2058
 KU2058'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0724 ***********************************************************************
 KV0724  DESIGNATION -  H 1
 KV0724  PID         -  KV0724
 KV0724  STATE/COUNTY-  NJ/MONMOUTH
 KV0724  USGS QUAD   -  SANDY HOOK (1981)
 KV0724
 KV0724                         *CURRENT SURVEY CONTROL
 KV0724  ___________________________________________________________________
 KV0724* NAD 83(1986)-  40 24 45.     (N)    074 02 21.     (W)     SCALED    
 KV0724* NAVD 88     -         3.795  (meters)      12.45   (feet)  ADJUSTED  
 KV0724  ___________________________________________________________________
 KV0724  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV0724  DYNAMIC HT  -           3.794 (meters)      12.45  (feet)  COMP
 KV0724  MODELED GRAV-     980,203.7   (mgal)                       NAVD 88
 KV0724
 KV0724  VERT ORDER  -  FIRST     CLASS II
 KV0724
 KV0724.The horizontal coordinates were scaled from a topographic map and have
 KV0724.an estimated accuracy of +/- 6 seconds.
 KV0724
 KV0724.The orthometric height was determined by differential leveling
 KV0724.and adjusted by the National Geodetic Survey in June 1991..
 KV0724.WARNING-Repeat measurements at this control monument indicate possible
 KV0724.vertical movement.
 KV0724
 KV0724.The geoid height was determined by GEOID03.
 KV0724
 KV0724.The dynamic height is computed by dividing the NAVD 88
 KV0724.geopotential number by the normal gravity value computed on the
 KV0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0724.degrees latitude (g = 980.6199 gals.).
 KV0724
 KV0724.The modeled gravity was interpolated from observed gravity values.
 KV0724
 KV0724;                    North         East    Units  Estimated Accuracy
 KV0724;SPC NJ       -   175,420.      189,110.      MT  (+/- 180 meters Scaled)
 KV0724
 KV0724                          SUPERSEDED SURVEY CONTROL
 KV0724
 KV0724  NGVD 29 (04/16/92)    4.114  (m)           13.50   (f) ADJUSTED    1 2
 KV0724
 KV0724.Superseded values are not recommended for survey control.
 KV0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0724.See file dsdata.txt to determine how the superseded data were derived.
 KV0724
 KV0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK815739(NAD 83)
 KV0724_MARKER: DB = BENCH MARK DISK
 KV0724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0724_SP_SET: DOOR SILL
 KV0724_STAMPING: H 1 1914 13.658
 KV0724_MARK LOGO: CGS   
 KV0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0724+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 KV0724
 KV0724  HISTORY     - Date     Condition        Report By
 KV0724  HISTORY     - 1914     MONUMENTED       CGS
 KV0724  HISTORY     - 1952     GOOD             CGS
 KV0724  HISTORY     - 1964     GOOD             CGS
 KV0724  HISTORY     - 1976     GOOD             LOCSUR
 KV0724  HISTORY     - 1979     GOOD             NGS
 KV0724  HISTORY     - 1986     GOOD             USPSQD
 KV0724  HISTORY     - 19881222 GOOD             NJGS
 KV0724  HISTORY     - 19950717 GOOD             USPSQD
 KV0724  HISTORY     - 19970830 GOOD             USPSQD
 KV0724  HISTORY     - 19970905 GOOD             USPSQD
 KV0724  HISTORY     - 20050504 GOOD             USPSQD
 KV0724
 KV0724                          STATION DESCRIPTION
 KV0724
 KV0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0724'AT ATLANTIC HIGHLANDS.
 KV0724'AT ATLANTIC HIGHLANDS, ALONG RAILROAD AVENUE, ABOUT 83 YARDS
 KV0724'SOUTHEAST OF CENTRAL RAILROAD OF NEW JERSEY STATION, SET IN THE
 KV0724'TOP OF THE SOUTHWEST END OF DOOR SILL OF THE SOUTHWEST ONE
 KV0724'OF TWO DOORWAYS ON NORTHWEST SIDE OF BUILDING OCCUPIED BY
 KV0724'ANTONIDES PHARMACY, 1/2 FOOT NORTHEAST OF SOUTHWEST END OF SILL
 KV0724'AND ABOUT 1/2 FOOT ABOVE SIDE WALK.
 KV0724
 KV0724                          STATION RECOVERY (1964)
 KV0724
 KV0724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0724'RECOVERED IN GOOD CONDITION.
 KV0724
 KV0724                          STATION RECOVERY (1976)
 KV0724
 KV0724'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 KV0724'RR STATION IS GONE.
 KV0724
 KV0724                          STATION RECOVERY (1979)
 KV0724
 KV0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0724'RECOVERED IN GOOD CONDITION.
 KV0724
 KV0724                          STATION RECOVERY (1986)
 KV0724
 KV0724'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0724'RECOVERED IN GOOD CONDITION.
 KV0724
 KV0724                          STATION RECOVERY (1988)
 KV0724
 KV0724'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV0724'THE MARK IS  LOCATED IN THE BUSINESS SECTION OF ATLANTIC HIGHLANDS,
 KV0724'0.55 KM (0.89 MI) NORTH ALONG FIRST AVENUE FROM THE JUNCTION WITH
 KV0724'STATE ROUTE 36, IN THE REAR OF A TWO STORY BRICK BUILDING, NUMBER 85,
 KV0724'NOW OCCUPIED BY THE COFFEE LADY COFFEE SERVICE.  THE REAR OF THE
 KV0724'BUILDING FACES RAILROAD AVENUE.  THE MARK IS SET IN A DRILL HOLE IN
 KV0724'THE SOUTHWEST END OF A DOOR SILL OF THE SOUTHWEST ONE OF TWO DOORWAYS.
 KV0724'THE BUILDING, FORMERLY OCCUPIED BY ANTONIDES PHARMACY, IS ON THE
 KV0724'EAST SIDE OF RAILROAD AVENUE, SOUTH OF CENTER AVENUE AND NORTHEAST OF
 KV0724'THE ATLANTIC HIGHLANDS POST OFFICE.
 KV0724
 KV0724                          STATION RECOVERY (1995)
 KV0724
 KV0724'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0724'RECOVERED IN GOOD CONDITION.
 KV0724
 KV0724                          STATION RECOVERY (1997)
 KV0724
 KV0724'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV0724'RECOVERED IN GOOD CONDITION.
 KV0724
 KV0724                          STATION RECOVERY (1997)
 KV0724
 KV0724'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV0724'RECOVERED IN GOOD CONDITION.
 KV0724
 KV0724                          STATION RECOVERY (2005)
 KV0724
 KV0724'RECOVERY NOTE BY US POWER SQUADRON 2005 (TPD)
 KV0724'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6486 ***********************************************************************
 KV6486  DESIGNATION -  H 1 NY
 KV6486  PID         -  KV6486
 KV6486  STATE/COUNTY-  NJ/UNION
 KV6486  USGS QUAD   -  ELIZABETH (1995)
 KV6486
 KV6486                         *CURRENT SURVEY CONTROL
 KV6486  ___________________________________________________________________
 KV6486* NAD 83(1996)-  40 38 34.80056(N)    074 08 50.69938(W)     ADJUSTED  
 KV6486* NAVD 88     -         2.6    (meters)       9.     (feet)  VERTCON   
 KV6486  ___________________________________________________________________
 KV6486  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 KV6486  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV6486
 KV6486  HORZ ORDER  -  THIRD
 KV6486
 KV6486.The horizontal coordinates were established by classical geodetic methods
 KV6486.and adjusted by the National Geodetic Survey in September 1999..
 KV6486
 KV6486.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6486
 KV6486.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6486
 KV6486.The geoid height was determined by GEOID03.
 KV6486
 KV6486;                    North         East     Units Scale Factor Converg.
 KV6486;SPC NJ       -   200,966.297   179,821.206   MT  0.99991094   +0 13 46.8
 KV6486;SPC NJ       -   659,336.93    589,963.41   sFT  0.99991094   +0 13 46.8
 KV6486;SPC NY L     -    52,905.186   287,530.395   MT  1.00000140   -0 05 47.1
 KV6486;SPC NY L     -   173,573.10    943,339.30   sFT  1.00000140   -0 05 47.1
 KV6486;SPC NY E     -   200,966.297   179,821.206   MT  0.99991094   +0 13 46.8
 KV6486;SPC NY E     -   659,336.93    589,963.41   sFT  0.99991094   +0 13 46.8
 KV6486;UTM  18      - 4,499,477.292   572,089.474   MT  0.99966397   +0 33 19.3
 KV6486
 KV6486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6486!SPC NJ       -   1.00000465  x   0.99991094  =   0.99991559
 KV6486!SPC NY L     -   1.00000465  x   1.00000140  =   1.00000605
 KV6486!SPC NY E     -   1.00000465  x   0.99991094  =   0.99991559
 KV6486!UTM  18      -   1.00000465  x   0.99966397  =   0.99966862
 KV6486
 KV6486                          SUPERSEDED SURVEY CONTROL
 KV6486
 KV6486  NAD 83(1996)-  40 38 34.80056(N)    074 08 50.69938(W) AD(       ) 3
 KV6486  NAD 83(1986)-  40 38 34.80084(N)    074 08 50.70002(W) AD(       ) 3
 KV6486  NGVD 29 (09/24/91)    2.9    (m)           10.     (f) VERT ANG       
 KV6486
 KV6486.Superseded values are not recommended for survey control.
 KV6486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6486.See file dsdata.txt to determine how the superseded data were derived.
 KV6486
 KV6486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7208999477(NAD 83)
 KV6486_MARKER: DD = SURVEY DISK
 KV6486_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV6486+WITH SETTING: PAVEMENT
 KV6486_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6486+STABILITY: SURFACE MOTION
 KV6486
 KV6486  HISTORY     - Date     Condition        Report By
 KV6486  HISTORY     - 1980     MONUMENTED       NOS
 KV6486  HISTORY     - 1985     GOOD             B+OINC
 KV6486
 KV6486                          STATION DESCRIPTION
 KV6486
 KV6486'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6486'THE STATION IS LOCATED ON THE CONCRETE SLAB THAT SUPPORTS COAST GUARD
 KV6486'NAV AID NO 1826.  IT IS IN THE KILL VAN KULL RIVER AT THE EXTREME SE
 KV6486'CORNER OF NEWARK BAY, 0.2 MILE WEST OF THE BAYONNE BRIDGE, 0.15 MILE
 KV6486'SOUTH OF BERGEN PT. AND 0.6 MILE EAST OF SHOOTERS ISLAND.
 KV6486'
 KV6486'MARK IS A 3-INCH BRASS DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE
 KV6486'BASE SUPPORTING THE NAV AID. THE DISK IS A NOS STATION MARK STAMPED---
 KV6486'H 1 NY 1980.  NO DESCRIPTION OR DATA COULD BE FOUND IN THE NGS
 KV6486'DATABASE, THEREFORE IT IS TREATED AS A NEW STATION.
 KV6486'
 KV6486'STATION WAS REACHED BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0665 ***********************************************************************
 JU0665  DESIGNATION -  H 10
 JU0665  PID         -  JU0665
 JU0665  STATE/COUNTY-  NJ/GLOUCESTER
 JU0665  USGS QUAD   -  BRIDGEPORT (1995)
 JU0665
 JU0665                         *CURRENT SURVEY CONTROL
 JU0665  ___________________________________________________________________
 JU0665* NAD 83(1986)-  39 48 22.     (N)    075 19 12.     (W)     SCALED    
 JU0665* NAVD 88     -         2.233  (meters)       7.33   (feet)  POSTED    
 JU0665  ___________________________________________________________________
 JU0665  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU0665  DYNAMIC HT  -           2.230 (meters)       7.32  (feet)  COMP
 JU0665  MODELED GRAV-     980,167.8   (mgal)                       NAVD 88
 JU0665
 JU0665  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0665
 JU0665.The horizontal coordinates were scaled from a topographic map and have
 JU0665.an estimated accuracy of +/- 6 seconds.
 JU0665
 JU0665.The orthometric height was determined by differential leveling
 JU0665.and adjusted by the National Geodetic Survey in 1992..
 JU0665.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0665.rate of 0.0 thru 1.0 mm/km.
 JU0665
 JU0665.The geoid height was determined by GEOID03.
 JU0665
 JU0665.The dynamic height is computed by dividing the NAVD 88
 JU0665.geopotential number by the normal gravity value computed on the
 JU0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0665.degrees latitude (g = 980.6199 gals.).
 JU0665
 JU0665.The modeled gravity was interpolated from observed gravity values.
 JU0665
 JU0665;                    North         East    Units  Estimated Accuracy
 JU0665;SPC NJ       -   108,310.       79,790.      MT  (+/- 180 meters Scaled)
 JU0665
 JU0665                          SUPERSEDED SURVEY CONTROL
 JU0665
 JU0665  NGVD 29 (??/??/??)    2.588  (m)            8.49   (f) ADJUSTED    1 2
 JU0665
 JU0665.Superseded values are not recommended for survey control.
 JU0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0665.See file dsdata.txt to determine how the superseded data were derived.
 JU0665
 JU0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK726062(NAD 83)
 JU0665_MARKER: DB = BENCH MARK DISK
 JU0665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0665_SP_SET: BRIDGE
 JU0665_STAMPING: 8.491 H 10 1930
 JU0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0665
 JU0665  HISTORY     - Date     Condition        Report By
 JU0665  HISTORY     - 1930     MONUMENTED       CGS
 JU0665  HISTORY     - 1952     GOOD             CGS
 JU0665  HISTORY     - 19950124 MARK NOT FOUND   NJGS
 JU0665
 JU0665                          STATION DESCRIPTION
 JU0665
 JU0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0665'1.8 MI E FROM BRIDGEPORT.
 JU0665'1.8 MILES EAST ALONG THE PENNSYLVANIA-READING SEASHORE LINES FROM
 JU0665'BRIDGEPORT, GLOUCESTER COUNTY, AT THE RAILROAD BRIDGE OVER LITTLE
 JU0665'TIMBER CREEK, ON THE SOUTHWEST CORNER OF THE WEST RAILING, AND
 JU0665'18.4 FEET NORTHWEST OF THE NORTHWEST RAIL.  A STANDARD DISK,
 JU0665'STAMPED 8.491 H 10 1930.
 JU0665
 JU0665                          STATION RECOVERY (1952)
 JU0665
 JU0665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 JU0665'RECOVERED IN GOOD CONDITION.
 JU0665
 JU0665                          STATION RECOVERY (1995)
 JU0665
 JU0665'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0665'THE BRIDGE IS LOCATED OVER CEDAR SWAMP WITH NO ACCESS POSSIBLE.  THE
 JU0665'STATION WAS NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2334 ***********************************************************************
 JU2334  DESIGNATION -  H 100
 JU2334  PID         -  JU2334
 JU2334  STATE/COUNTY-  NJ/CAPE MAY
 JU2334  USGS QUAD   -  WOODBINE (1972)
 JU2334
 JU2334                         *CURRENT SURVEY CONTROL
 JU2334  ___________________________________________________________________
 JU2334* NAD 83(1986)-  39 09 22.     (N)    074 46 05.     (W)     SCALED    
 JU2334* NAVD 88     -         4.754  (meters)      15.60   (feet)  ADJUSTED  
 JU2334  ___________________________________________________________________
 JU2334  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 JU2334  DYNAMIC HT  -           4.751 (meters)      15.59  (feet)  COMP
 JU2334  MODELED GRAV-     980,076.9   (mgal)                       NAVD 88
 JU2334  OBS GRAVITY -     980,076.8   (mgal)                       GRAV_OBS
 JU2334
 JU2334  VERT ORDER  -  FIRST     CLASS II
 JU2334
 JU2334.The horizontal coordinates were scaled from a topographic map and have
 JU2334.an estimated accuracy of +/- 6 seconds.
 JU2334
 JU2334.The orthometric height was determined by differential leveling
 JU2334.and adjusted by the National Geodetic Survey in June 1991..
 JU2334
 JU2334.The geoid height was determined by GEOID03.
 JU2334
 JU2334.The dynamic height is computed by dividing the NAVD 88
 JU2334.geopotential number by the normal gravity value computed on the
 JU2334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2334.degrees latitude (g = 980.6199 gals.).
 JU2334
 JU2334.The modeled gravity was interpolated from observed gravity values.
 JU2334.The observed gravity was obtained from relative gravimeter ties
 JU2334.to the IGSN71 gravity network.
 JU2334
 JU2334;                    North         East    Units  Estimated Accuracy
 JU2334;SPC NJ       -    35,860.      126,830.      MT  (+/- 180 meters Scaled)
 JU2334
 JU2334                          SUPERSEDED SURVEY CONTROL
 JU2334
 JU2334  NGVD 29 (01/10/92)    5.141  (m)           16.87   (f) ADJUSTED    1 2
 JU2334
 JU2334.Superseded values are not recommended for survey control.
 JU2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2334.See file dsdata.txt to determine how the superseded data were derived.
 JU2334
 JU2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ200341(NAD 83)
 JU2334_MARKER: I = METAL ROD
 JU2334_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2334_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JU2334_STAMPING: H 100 1978
 JU2334_PROJECTION: FLUSH
 JU2334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU2334+STABILITY: POSITION/ELEVATION WELL
 JU2334_ROD/PIPE-DEPTH: 12.2 meters
 JU2334_SLEEVE-DEPTH  : 6.10 meters
 JU2334
 JU2334  HISTORY     - Date     Condition        Report By
 JU2334  HISTORY     - 1978     MONUMENTED       NGS
 JU2334  HISTORY     - 1979     GOOD             NGS
 JU2334
 JU2334                          STATION DESCRIPTION
 JU2334
 JU2334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 JU2334'0.4 MI NW OF CLERMONT.
 JU2334'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 83 FROM THE JUNCTION WITH U.S.
 JU2334'HIGHWAY 9 AT CLERMONT, AT THE JUNCTION OF STATE HIGHWAY 83 WITH A
 JU2334'PAVED ONE-LANE SIDE ROAD LEADING TO THE CLERMONT-SOUTH SEAVILLE ROAD,
 JU2334'13 FEET SOUTH OF THE SOUTH EDGE OF THE SIDE ROAD, 22 FEET NORTHEAST
 JU2334'OF THE CENTER LINE OF THE HIGHWAY, 7 FEET SOUTHEAST OF A-C-E COMPANY
 JU2334'POWER POLE 14516 WITH TRANSFORMER AND ONE GUY WIRE, THIS BENCH MARK
 JU2334'HAS BEEN DESIGNATED A BASIC NET A LEVEL LINE JUNCTION MARK.
 JU2334'THE MARK IS 1 FT  E FROM A WITNESS POST.
 JU2334
 JU2334                          STATION RECOVERY (1979)
 JU2334
 JU2334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU2334'0.4 MI NW FROM CLERMONT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3415 ***********************************************************************
 KV3415  DESIGNATION -  H 101
 KV3415  PID         -  KV3415
 KV3415  STATE/COUNTY-  NJ/BERGEN
 KV3415  USGS QUAD   -  WEEHAWKEN (1995)
 KV3415
 KV3415                         *CURRENT SURVEY CONTROL
 KV3415  ___________________________________________________________________
 KV3415* NAD 83(1986)-  40 49 20.     (N)    074 06 58.     (W)     SCALED    
 KV3415* NAVD 88     -        22.476  (meters)      73.74   (feet)  ADJUSTED  
 KV3415  ___________________________________________________________________
 KV3415  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KV3415  DYNAMIC HT  -          22.467 (meters)      73.71  (feet)  COMP
 KV3415  MODELED GRAV-     980,226.8   (mgal)                       NAVD 88
 KV3415
 KV3415  VERT ORDER  -  FIRST     CLASS II
 KV3415
 KV3415.The horizontal coordinates were scaled from a topographic map and have
 KV3415.an estimated accuracy of +/- 6 seconds.
 KV3415
 KV3415.The orthometric height was determined by differential leveling
 KV3415.and adjusted by the National Geodetic Survey in June 1991..
 KV3415
 KV3415.The geoid height was determined by GEOID03.
 KV3415
 KV3415.The dynamic height is computed by dividing the NAVD 88
 KV3415.geopotential number by the normal gravity value computed on the
 KV3415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3415.degrees latitude (g = 980.6199 gals.).
 KV3415
 KV3415.The modeled gravity was interpolated from observed gravity values.
 KV3415
 KV3415;                    North         East    Units  Estimated Accuracy
 KV3415;SPC NJ       -   220,880.      182,380.      MT  (+/- 180 meters Scaled)
 KV3415
 KV3415                          SUPERSEDED SURVEY CONTROL
 KV3415
 KV3415  NGVD 29 (??/??/??)   22.792  (m)           74.78   (f) ADJUSTED    1 2
 KV3415
 KV3415.Superseded values are not recommended for survey control.
 KV3415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3415.See file dsdata.txt to determine how the superseded data were derived.
 KV3415
 KV3415_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL745193(NAD 83)
 KV3415_MARKER: DB = BENCH MARK DISK
 KV3415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3415_SP_SET: STAINLESS STEEL ROD
 KV3415_STAMPING: H 101 1979
 KV3415_PROJECTION: RECESSED 5 CENTIMETERS
 KV3415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3415_ROD/PIPE-DEPTH: 3.66 meters
 KV3415
 KV3415  HISTORY     - Date     Condition        Report By
 KV3415  HISTORY     - 1979     MONUMENTED       NGS
 KV3415
 KV3415                          STATION DESCRIPTION
 KV3415
 KV3415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3415'IN RUTHERFORD.
 KV3415'IN RUTHERFORD, 0.5 MILE SOUTHWEST ALONG PARK AVENUE FROM THE POST
 KV3415'OFFICE, TO THE MARK ON THE LEFT, NORTHEAST OF THE ENTRANCE GATE
 KV3415'OF A PAVED LOT OF LAIRD JOHNSON CHEVROLET INC., 38.7 FEET NORTHEAST
 KV3415'OF THE NORTH CORNER OF THE CHEVROLET SALES BUILDING, 18 FEET NORTHEAST
 KV3415'OF THE CENTER OF THE CONCRETE ENTRANCE TO THE PAVED LOT, 14.8 FEET
 KV3415'SOUTH OF THE SOUTHEAST CURB OF PARK AVENUE, 5.5 FEET NORTHWEST OF THE
 KV3415'NORTH CORNER POST OF THE CHAIN LINK FENCE.
 KV3415'THE MARK IS 1 FT ABOVE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3428 ***********************************************************************
 KV3428  DESIGNATION -  H 102
 KV3428  PID         -  KV3428
 KV3428  STATE/COUNTY-  NJ/PASSAIC
 KV3428  USGS QUAD   -  PATERSON (1995)
 KV3428
 KV3428                         *CURRENT SURVEY CONTROL
 KV3428  ___________________________________________________________________
 KV3428* NAD 83(1996)-  40 54 35.77625(N)    074 10 56.26025(W)     ADJUSTED  
 KV3428* NAVD 88     -        54.793  (meters)     179.77   (feet)  ADJUSTED  
 KV3428  ___________________________________________________________________
 KV3428  X           -   1,315,776.619 (meters)                     COMP
 KV3428  Y           -  -4,644,377.499 (meters)                     COMP
 KV3428  Z           -   4,154,884.454 (meters)                     COMP
 KV3428  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 KV3428  ELLIP HEIGHT-          22.55  (meters)          (10/23/02) GPS OBS
 KV3428  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KV3428  DYNAMIC HT  -          54.770 (meters)     179.69  (feet)  COMP
 KV3428  MODELED GRAV-     980,205.4   (mgal)                       NAVD 88
 KV3428
 KV3428  HORZ ORDER  -  FIRST
 KV3428  VERT ORDER  -  FIRST     CLASS II
 KV3428  ELLP ORDER  -  FOURTH    CLASS I
 KV3428
 KV3428.The horizontal coordinates were established by GPS observations
 KV3428.and adjusted by the National Geodetic Survey in May 1999..
 KV3428
 KV3428.The orthometric height was determined by differential leveling
 KV3428.and adjusted by the National Geodetic Survey in June 1991..
 KV3428
 KV3428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV3428
 KV3428.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3428
 KV3428.The ellipsoidal height was determined by GPS observations
 KV3428.and is referenced to NAD 83.
 KV3428
 KV3428.The geoid height was determined by GEOID03.
 KV3428
 KV3428.The dynamic height is computed by dividing the NAVD 88
 KV3428.geopotential number by the normal gravity value computed on the
 KV3428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3428.degrees latitude (g = 980.6199 gals.).
 KV3428
 KV3428.The modeled gravity was interpolated from observed gravity values.
 KV3428
 KV3428;                    North         East     Units Scale Factor Converg.
 KV3428;SPC NJ       -   230,595.483   176,763.905   MT  0.99990881   +0 12 29.0
 KV3428;SPC NJ       -   756,545.35    579,932.91   sFT  0.99990881   +0 12 29.0
 KV3428;UTM  18      - 4,529,081.204   568,864.145   MT  0.99965837   +0 32 07.8
 KV3428
 KV3428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3428!SPC NJ       -   0.99999646  x   0.99990881  =   0.99990527
 KV3428!UTM  18      -   0.99999646  x   0.99965837  =   0.99965483
 KV3428
 KV3428                          SUPERSEDED SURVEY CONTROL
 KV3428
 KV3428  ELLIP H (05/14/99)   22.57   (m)                       GP(       ) 4 1
 KV3428  NAD 83(1996)-  40 54 35.77608(N)    074 10 56.26045(W) AD(       ) 1
 KV3428  NAD 83(1986)-  40 54 35.77461(N)    074 10 56.26220(W) AD(       ) 1
 KV3428  NAVD 88 (11/16/93)   54.79   (m)          179.8    (f) LEVELING    3  
 KV3428  NGVD 29 (??/??/??)   55.102  (m)          180.78   (f) ADJUSTED    1 2
 KV3428
 KV3428.Superseded values are not recommended for survey control.
 KV3428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3428.See file dsdata.txt to determine how the superseded data were derived.
 KV3428
 KV3428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6886429081(NAD 83)
 KV3428_MARKER: DV = VERTICAL CONTROL DISK
 KV3428_SETTING: 66 = SET IN ROCK OUTCROP
 KV3428_SP_SET: ROCK OUTCROP
 KV3428_STAMPING: H 102 1979
 KV3428_MARK LOGO: NGS   
 KV3428_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV3428+STABILITY: POSITION/ELEVATION WELL
 KV3428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3428+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2004
 KV3428
 KV3428  HISTORY     - Date     Condition        Report By
 KV3428  HISTORY     - 1979     MONUMENTED       NGS
 KV3428  HISTORY     - 19920226 GOOD             NJGS
 KV3428  HISTORY     - 19921030 GOOD             NJGS
 KV3428  HISTORY     - 20020523 GOOD             MSI
 KV3428  HISTORY     - 20040624 GOOD             MACDEL
 KV3428  HISTORY     - 20040722 GOOD             GEOCAC
 KV3428
 KV3428                          STATION DESCRIPTION
 KV3428
 KV3428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3428'IN PATERSON.
 KV3428'IN PATERSON, AT THE JUNCTION OF GRAND STREET AND RESEVOIR STREET,
 KV3428'IN BEDROCK OUTSIDE A 7-FOOT CHAIN LINK FENCE ON THE SOUTH END OF
 KV3428'THE GRAND STREET RESERVOIR, 64 FEET WEST OF BENCH MARK U 12 SET
 KV3428'VERTICALLY IN THE STONE WALL AROUND THE RESERVOIR, 34 FEET NORTH OF
 KV3428'THE CENTER LINE OF GRAND STREET, 29 FEET SOUTHEAST OF THE SOUTHEAST
 KV3428'CONCRETE GATE POST AT THE SOUTHWEST ENTRANCE TO THE RESERVOIR, 3.5
 KV3428'FEET SOUTH OF A 7-FOOT CHAIN LINK FENCE AROUND THE RESERVOIR, 0.6
 KV3428'FEET EAST OF A LARGE METAL I BOLT IN THE BEDROCK.
 KV3428'THE MARK IS 4 FT ABOVE STREET.
 KV3428
 KV3428                          STATION RECOVERY (1992)
 KV3428
 KV3428'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV3428'THE STATION IS LOCATED IN THE CITY OF PATERSON, AT THE SOUTH END OF
 KV3428'THE STANLEY M. LEVINE RESERVOIR.  TO REACH THE STATION FROM EXIT 155P
 KV3428'OF THE GARDEN STATE PARKWAY, GO 2.4 MI (3.9 KM) NORTH ON STATE ROUTE
 KV3428'19 TO THE EXIT RAMP FOR GRAND STREET, TURN LEFT ON GRAND STREET AND
 KV3428'GO 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT. THE STATION IS 12.5
 KV3428'FT (3.8 M) NORTH FROM THE CURB LINE OF GRAND STREET, 3.5 FT (1.1 M)
 KV3428'SOUTH FROM THE CHAIN LINK FENCE SURROUNDING THE RESERVOIR, 18.0 FT
 KV3428'(5.5 M) EAST FROM A TRAFFIC SIGNAL, 64.7 FT (19.7 M) WEST NORTHWEST
 KV3428'FROM POLE NUMBER 62769 P, 78.0 FT (23.8 M) EAST FROM POLE NUMBER
 KV3428'62770 P AND 58.8 FT (17.9 M) NORTH FROM POLE NUMBER PS13850 P. THE
 KV3428'STATION, STAMPED H 102 1979, IS SET IN A ROCK OUTCROP NEAR THE
 KV3428'SOUTHWEST GATE TO THE RESERVOIR.
 KV3428
 KV3428                          STATION RECOVERY (1992)
 KV3428
 KV3428'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV3428'RECOVERED IN GOOD CONDITION.
 KV3428
 KV3428                          STATION RECOVERY (2002)
 KV3428
 KV3428'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 2002 (DGS)
 KV3428'RECOVERED IN GOOD CONDITION.
 KV3428
 KV3428                          STATION RECOVERY (2004)
 KV3428
 KV3428'RECOVERY NOTE BY MACDEL ENGINEERING 2004 (RFH)
 KV3428'RECOVERED AS DESCRIBED
 KV3428
 KV3428                          STATION RECOVERY (2004)
 KV3428
 KV3428'RECOVERY NOTE BY GEOCACHING 2004 (DH)
 KV3428'GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2272 ***********************************************************************
 LY2272  DESIGNATION -  H 103
 LY2272  PID         -  LY2272
 LY2272  STATE/COUNTY-  NJ/BERGEN
 LY2272  USGS QUAD   -  RAMSEY (1995)
 LY2272
 LY2272                         *CURRENT SURVEY CONTROL
 LY2272  ___________________________________________________________________
 LY2272* NAD 83(1996)-  41 01 22.28437(N)    074 07 32.32051(W)     ADJUSTED  
 LY2272* NAVD 88     -        79.830  (meters)     261.91   (feet)  ADJUSTED  
 LY2272  ___________________________________________________________________
 LY2272  X           -   1,318,124.416 (meters)                     COMP
 LY2272  Y           -  -4,635,184.721 (meters)                     COMP
 LY2272  Z           -   4,164,369.990 (meters)                     COMP
 LY2272  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 LY2272  ELLIP HEIGHT-          47.86  (meters)          (10/23/02) GPS OBS
 LY2272  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LY2272  DYNAMIC HT  -          79.798 (meters)     261.80  (feet)  COMP
 LY2272  MODELED GRAV-     980,221.5   (mgal)                       NAVD 88
 LY2272
 LY2272  HORZ ORDER  -  FIRST
 LY2272  VERT ORDER  -  FIRST     CLASS II
 LY2272  ELLP ORDER  -  FOURTH    CLASS I
 LY2272
 LY2272.The horizontal coordinates were established by GPS observations
 LY2272.and adjusted by the National Geodetic Survey in May 1999..
 LY2272
 LY2272.The orthometric height was determined by differential leveling
 LY2272.and adjusted by the National Geodetic Survey in June 1991..
 LY2272
 LY2272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2272
 LY2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2272
 LY2272.The ellipsoidal height was determined by GPS observations
 LY2272.and is referenced to NAD 83.
 LY2272
 LY2272.The geoid height was determined by GEOID03.
 LY2272
 LY2272.The dynamic height is computed by dividing the NAVD 88
 LY2272.geopotential number by the normal gravity value computed on the
 LY2272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2272.degrees latitude (g = 980.6199 gals.).
 LY2272
 LY2272.The modeled gravity was interpolated from observed gravity values.
 LY2272
 LY2272;                    North         East     Units Scale Factor Converg.
 LY2272;SPC NJ       -   243,153.156   181,482.462   MT  0.99991219   +0 14 44.6
 LY2272;SPC NJ       -   797,744.98    595,413.71   sFT  0.99991219   +0 14 44.6
 LY2272;SPC NY E     -   243,153.156   181,482.462   MT  0.99991219   +0 14 44.6
 LY2272;SPC NY E     -   797,744.98    595,413.71   sFT  0.99991219   +0 14 44.6
 LY2272;UTM  18      - 4,541,662.548   573,509.621   MT  0.99966651   +0 34 26.1
 LY2272
 LY2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2272!SPC NJ       -   0.99999249  x   0.99991219  =   0.99990468
 LY2272!SPC NY E     -   0.99999249  x   0.99991219  =   0.99990468
 LY2272!UTM  18      -   0.99999249  x   0.99966651  =   0.99965901
 LY2272
 LY2272                          SUPERSEDED SURVEY CONTROL
 LY2272
 LY2272  ELLIP H (05/14/99)   47.88   (m)                       GP(       ) 4 1
 LY2272  NAD 83(1996)-  41 01 22.28433(N)    074 07 32.32056(W) AD(       ) 1
 LY2272  ELLIP H (04/30/95)   47.81   (m)                       GP(       ) 3 2
 LY2272  NAD 83(1986)-  41 01 22.28437(N)    074 07 32.32185(W) AD(       ) 1
 LY2272  NAVD 88 (11/16/93)   79.83   (m)          261.9    (f) LEVELING    3  
 LY2272  NGVD 29 (??/??/92)   80.139  (m)          262.92   (f) ADJ UNCH    1 2
 LY2272
 LY2272.Superseded values are not recommended for survey control.
 LY2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2272.See file dsdata.txt to determine how the superseded data were derived.
 LY2272
 LY2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7351041663(NAD 83)
 LY2272_MARKER: DV = VERTICAL CONTROL DISK
 LY2272_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2272_SP_SET: STAINLESS STEEL ROD
 LY2272_STAMPING: H 103 1979
 LY2272_MARK LOGO: NGS   
 LY2272_PROJECTION: PROJECTING 5 CENTIMETERS
 LY2272_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2272+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1994
 LY2272_ROD/PIPE-DEPTH: 3.2  meters
 LY2272
 LY2272  HISTORY     - Date     Condition        Report By
 LY2272  HISTORY     - 1979     MONUMENTED       NGS
 LY2272  HISTORY     - 1989     GOOD             USPSQD
 LY2272  HISTORY     - 19920129 GOOD             NJGS
 LY2272  HISTORY     - 19940520 GOOD             NJGS
 LY2272  HISTORY     - 19940809 GOOD             USPSQD
 LY2272  HISTORY     - 19991221 GOOD             NGS
 LY2272
 LY2272                          STATION DESCRIPTION
 LY2272
 LY2272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2272'3.45 MI SOUTH FROM RAMSEY.
 LY2272'3.3 MILES SOUTH ALONG FRANKLIN TURNPIKE FROM THE MAIN ENTRANCE TO
 LY2272'BON BOSCO HIGH SCHOOL AT RAMSEY, THENCE 0.15 MILE SOUTH ALONG
 LY2272'CHESTNUT STREET, AT THE NORTH CORNER OF A CROSSING OF THE ERIE
 LY2272'RAILROAD, 17.0 FEET WEST OF THE STREET, 9.0 FEET NORTHEAST OF THE
 LY2272'NORTHEAST MOST RAIL, 27.7 FEET WEST AND ACROSS THE STREET FROM
 LY2272'POWER POLE BT 475 AE, 2.9 FEET NORTHWEST OF THE NORTHWEST EDGE OF A
 LY2272'ROUND CONCRETE BASE TO A CROSSING GATE.
 LY2272'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 LY2272'THE MARK IS ABOVE LEVEL WITH RAILROAD.
 LY2272
 LY2272                          STATION RECOVERY (1989)
 LY2272
 LY2272'RECOVERY NOTE BY US POWER SQUADRON 1989 (HK)
 LY2272'RECOVERED IN GOOD CONDITION.
 LY2272
 LY2272                          STATION RECOVERY (1992)
 LY2272
 LY2272'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 LY2272'THE STATION IS LOCATED IN THE BOROUGH OF ALLENDALE ON THE NORTH SIDE
 LY2272'OF CHESTNUT STREET AT A CROSSING OF THE NEW JERSEY TRANSIT RAILROAD.
 LY2272'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE DON BOSCO HIGH
 LY2272'SCHOOL, GO SOUTH FOR 3.3 MI (5.3 KM) ON THE FRANKLIN TURNPIKE TO THE
 LY2272'JUNCTION WITH CHESTNUT STREET ON THE RIGHT.  TURN RIGHT AND GO 0.15
 LY2272'MI (0.24 KM) ON CHESTNUT STREET TO THE STATION ON THE RIGHT.  THE
 LY2272'STATION IS 17.0 FT (5.2 M) WEST FROM THE CENTERLINE OF CHESTNUT
 LY2272'STREET, 9.0 FT (2.7 M) NORTHEAST FROM THE MOST NORTHEAST RAIL OF THE
 LY2272'TRACKS, 27.7 FT (8.4 M) WEST AND ACROSS THE STREET FROM POLE NUMBER
 LY2272'BT 475 AE AND 2.9 FT (0.9 M) NOTHWEST  FROM THE NORTHWEST EDGE OF A
 LY2272'ROUND CONCRETE BASE TO A SIGNAL CROSSING GATE.  THE STATION, STAMPED
 LY2272'H 103 1979, IS A STANDARD VERTICAL CONTROL DISK SET ON TOP OF A
 LY2272'STAINLESS STEEL ROD WHICH HAS BEEN DRIVEN TO A DEPTH OF 15 FT
 LY2272'(4.6 M) AND IS ENCASED IN A PVC PIPE THAT PROJECTS 4 INCHES ABOVE THE
 LY2272'GROUND.
 LY2272
 LY2272                          STATION RECOVERY (1994)
 LY2272
 LY2272'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 LY2272'THE STATION IS LOCATED IN THE BOROUGH OF ALLENDALE ON THE NORTH SIDE
 LY2272'OF CHESTNUT STREET AT A CROSSING OF THE NEW JERSEY TRANSIT RAILROAD.
 LY2272'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE DON BOSCO HIGH
 LY2272'SCHOOL, GO SOUTH FOR 3.3 MI (5.3 KM) ON THE FRANKLIN TURNPIKE TO THE
 LY2272'JUNCTION WITH CHESTNUT STREET ON THE RIGHT.  TURN RIGHT AND GO 0.15 MI
 LY2272'(0.24 KM) ON CHESTNUT STREET TO THE STATION ON THE RIGHT.  THE STATION
 LY2272'IS 17.0 FT (5.2 M) WEST FROM THE CENTERLINE OF CHESTNUT STREET, 9.0 FT
 LY2272'(2.7 M) NORTHEAST FROM THE MOST NORTHEAST RAIL OF THE TRACKS, 27.7 FT
 LY2272'(8.4 M) WEST AND ACROSS THE STREET FROM POLE NUMBER BT 475 AE AND 2.9
 LY2272'FT (0.9 M) NOTHWEST  FROM THE NORTHWEST EDGE OF A ROUND CONCRETE BASE
 LY2272'TO A SIGNAL CROSSING GATE.  THE STATION, STAMPED H 103 1979, IS A
 LY2272'STANDARD VERTICAL CONTROL DISK SET ON TOP OF A STAINLESS STEEL ROD
 LY2272'WHICH HAS BEEN DRIVEN TO A DEPTH OF 15 FT (4.6 M) AND IS ENCASED IN A
 LY2272'PVC PIPE THAT PROJECTS 4 INCHES ABOVE THE GROUND.
 LY2272
 LY2272                          STATION RECOVERY (1994)
 LY2272
 LY2272'RECOVERY NOTE BY US POWER SQUADRON 1994
 LY2272'RECOVERED IN GOOD CONDITION.
 LY2272
 LY2272                          STATION RECOVERY (1999)
 LY2272
 LY2272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JMS)
 LY2272'SUITABLE FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0062 ***********************************************************************
 KV0062  DESIGNATION -  H 11
 KV0062  PID         -  KV0062
 KV0062  STATE/COUNTY-  NJ/UNION
 KV0062  USGS QUAD   -  ELIZABETH (1995)
 KV0062
 KV0062                         *CURRENT SURVEY CONTROL
 KV0062  ___________________________________________________________________
 KV0062* NAD 83(1986)-  40 38 51.     (N)    074 14 57.     (W)     SCALED    
 KV0062* NAVD 88     -        10.682  (meters)      35.05   (feet)  ADJUSTED  
 KV0062  ___________________________________________________________________
 KV0062  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KV0062  DYNAMIC HT  -          10.678 (meters)      35.03  (feet)  COMP
 KV0062  MODELED GRAV-     980,214.5   (mgal)                       NAVD 88
 KV0062
 KV0062  VERT ORDER  -  FIRST     CLASS I
 KV0062
 KV0062.The horizontal coordinates were scaled from a topographic map and have
 KV0062.an estimated accuracy of +/- 6 seconds.
 KV0062
 KV0062.The orthometric height was determined by differential leveling
 KV0062.and adjusted by the National Geodetic Survey in June 1991..
 KV0062
 KV0062.The geoid height was determined by GEOID03.
 KV0062
 KV0062.The dynamic height is computed by dividing the NAVD 88
 KV0062.geopotential number by the normal gravity value computed on the
 KV0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0062.degrees latitude (g = 980.6199 gals.).
 KV0062
 KV0062.The modeled gravity was interpolated from observed gravity values.
 KV0062
 KV0062;                    North         East    Units  Estimated Accuracy
 KV0062;SPC NJ       -   201,440.      171,210.      MT  (+/- 180 meters Scaled)
 KV0062
 KV0062                          SUPERSEDED SURVEY CONTROL
 KV0062
 KV0062  NGVD 29 (04/16/92)   11.011  (m)           36.13   (f) ADJUSTED    1 1
 KV0062
 KV0062.Superseded values are not recommended for survey control.
 KV0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0062.See file dsdata.txt to determine how the superseded data were derived.
 KV0062
 KV0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK634998(NAD 83)
 KV0062_MARKER: DB = BENCH MARK DISK
 KV0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0062_SP_SET: BUILDING
 KV0062_STAMPING: H 11 1933 36.158
 KV0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0062
 KV0062  HISTORY     - Date     Condition        Report By
 KV0062  HISTORY     - 1933     MONUMENTED       CGS
 KV0062  HISTORY     - 1965     GOOD             CGS
 KV0062  HISTORY     - 19940807 GOOD             USPSQD
 KV0062  HISTORY     - 20010423 MARK NOT FOUND   USPSQD
 KV0062
 KV0062                          STATION DESCRIPTION
 KV0062
 KV0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0062'AT LINDEN.
 KV0062'AT LINDEN, NEAR THE INTERSECTION OF ST. GEORGES AVENUE AND CHANDLER
 KV0062'AVENUE, SET VERTICALLY IN THE SOUTHWEST FACE NEAR THE WEST CORNER
 KV0062'OF A BRICK BUILDING, 23 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 KV0062'CURB OF ST. GEORGES AVENUE, 12.1 FEET NORTHEAST OF THE NORTHEAST
 KV0062'CURB OF CHANDLER AVENUE, 1.3 FEET SOUTHEAST OF THE SOUTHEAST EDGE
 KV0062'OF A GLASS PANEL AND ABOUT 4.6 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 KV0062
 KV0062                          STATION RECOVERY (1994)
 KV0062
 KV0062'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0062'RECOVERED IN GOOD CONDITION.
 KV0062
 KV0062                          STATION RECOVERY (2001)
 KV0062
 KV0062'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0141 ***********************************************************************
 KV0141  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0141  DESIGNATION -  H 12
 KV0141  PID         -  KV0141
 KV0141  STATE/COUNTY-  NJ/BERGEN
 KV0141  USGS QUAD   -  HACKENSACK (1997)
 KV0141
 KV0141                         *CURRENT SURVEY CONTROL
 KV0141  ___________________________________________________________________
 KV0141* NAD 83(1986)-  40 53 07.     (N)    074 03 08.     (W)     SCALED    
 KV0141* NAVD 88     -         7.770  (meters)      25.49   (feet)  ADJUSTED  
 KV0141  ___________________________________________________________________
 KV0141  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 KV0141  DYNAMIC HT  -           7.767 (meters)      25.48  (feet)  COMP
 KV0141  MODELED GRAV-     980,238.3   (mgal)                       NAVD 88
 KV0141
 KV0141  VERT ORDER  -  FIRST     CLASS II
 KV0141
 KV0141.The horizontal coordinates were scaled from a topographic map and have
 KV0141.an estimated accuracy of +/- 6 seconds.
 KV0141
 KV0141.The orthometric height was determined by differential leveling
 KV0141.and adjusted by the National Geodetic Survey in March 2001..
 KV0141.No vertical observational check was made to the station.
 KV0141
 KV0141.This Tidal Bench Mark is designated as VM 12933
 KV0141.by the Center for Operational Oceanographic Products and Services.
 KV0141
 KV0141.The geoid height was determined by GEOID03.
 KV0141
 KV0141.The dynamic height is computed by dividing the NAVD 88
 KV0141.geopotential number by the normal gravity value computed on the
 KV0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0141.degrees latitude (g = 980.6199 gals.).
 KV0141
 KV0141.The modeled gravity was interpolated from observed gravity values.
 KV0141
 KV0141;                    North         East    Units  Estimated Accuracy
 KV0141;SPC NJ       -   227,910.      187,740.      MT  (+/- 180 meters Scaled)
 KV0141
 KV0141                          SUPERSEDED SURVEY CONTROL
 KV0141
 KV0141  NAVD 88 (06/15/91)    7.766  (m)           25.48   (f) UNKNOWN     1 2
 KV0141  NGVD 29 (??/??/??)    8.072  (m)           26.48   (f) ADJUSTED    1 2
 KV0141
 KV0141.Superseded values are not recommended for survey control.
 KV0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0141.See file dsdata.txt to determine how the superseded data were derived.
 KV0141
 KV0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL798264(NAD 83)
 KV0141_MARKER: DB = BENCH MARK DISK
 KV0141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0141_SP_SET: SCHOOL BUILDING WALL
 KV0141_STAMPING: 26.483 H 12 1933
 KV0141_MARK LOGO: CGS   
 KV0141_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0141+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 KV0141
 KV0141  HISTORY     - Date     Condition        Report By
 KV0141  HISTORY     - 1933     MONUMENTED       CGS
 KV0141  HISTORY     - 1934     GOOD             CGS
 KV0141  HISTORY     - 1956     GOOD             CGS
 KV0141  HISTORY     - 1979     GOOD             NGS
 KV0141  HISTORY     - 19960827 GOOD             NJGS
 KV0141  HISTORY     - 20020121 GOOD             INDIV
 KV0141  HISTORY     - 20060422 GOOD             GEOCAC
 KV0141
 KV0141                          STATION DESCRIPTION
 KV0141
 KV0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0141'AT HACKENSACK.
 KV0141'AT HACKENSACK, BERGEN COUNTY, AT THE INTERSECTION OF FIRST AND
 KV0141'BEECH STREETS, AT THE HIGH SCHOOL, 108 FEET NORTHWEST OF THE
 KV0141'CENTERLINE OF FIRST STREET, 66 FEET EAST OF THE CENTERLINE OF
 KV0141'BEECH STREET, IN THE WEST WALL OF THE BUILDING, AT THE SOUTHWEST
 KV0141'CORNER, AND ABOUT 5 FEET HIGHER THAN THE GROUND.  A STANDARD
 KV0141'DISK, STAMPED 26.483 H 12 1933 AND SET VERTICALLY.
 KV0141
 KV0141                          STATION RECOVERY (1956)
 KV0141
 KV0141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 KV0141'RECOVERED IN GOOD CONDITION.
 KV0141
 KV0141                          STATION RECOVERY (1979)
 KV0141
 KV0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0141'RECOVERED IN GOOD CONDITION.
 KV0141
 KV0141                          STATION RECOVERY (1996)
 KV0141
 KV0141'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV0141'RECOVERED AS DESCRIBED.
 KV0141
 KV0141                          STATION RECOVERY (2002)
 KV0141
 KV0141'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RFH)
 KV0141'FOUND BY MACDEL ENGINEERING (RFH)
 KV0141'DESCRIPTION UPDATES
 KV0141'66 FEET NORTH OF THE CENTERLINE OF BEECH STREET.
 KV0141'AT THE SOUTHEAST CORNER OF BUILDING
 KV0141
 KV0141                          STATION RECOVERY (2006)
 KV0141
 KV0141'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KV0141'HANDHELD COORDINATES ARE N40-53-07.14 W074-03-08.58.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0403 ***********************************************************************
 LY0403  DESIGNATION -  H 13
 LY0403  PID         -  LY0403
 LY0403  STATE/COUNTY-  NJ/MORRIS
 LY0403  USGS QUAD   -  WANAQUE (1971)
 LY0403
 LY0403                         *CURRENT SURVEY CONTROL
 LY0403  ___________________________________________________________________
 LY0403* NAD 83(1986)-  41 00 41.     (N)    074 22 23.     (W)     SCALED    
 LY0403* NAVD 88     -       146.872  (meters)     481.86   (feet)  ADJUSTED  
 LY0403  ___________________________________________________________________
 LY0403  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LY0403  DYNAMIC HT  -         146.809 (meters)     481.66  (feet)  COMP
 LY0403  MODELED GRAV-     980,192.6   (mgal)                       NAVD 88
 LY0403
 LY0403  VERT ORDER  -  FIRST     CLASS II
 LY0403
 LY0403.The horizontal coordinates were scaled from a topographic map and have
 LY0403.an estimated accuracy of +/- 6 seconds.
 LY0403
 LY0403.The orthometric height was determined by differential leveling
 LY0403.and adjusted by the National Geodetic Survey in June 1991..
 LY0403
 LY0403.The geoid height was determined by GEOID03.
 LY0403
 LY0403.The dynamic height is computed by dividing the NAVD 88
 LY0403.geopotential number by the normal gravity value computed on the
 LY0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0403.degrees latitude (g = 980.6199 gals.).
 LY0403
 LY0403.The modeled gravity was interpolated from observed gravity values.
 LY0403
 LY0403;                    North         East    Units  Estimated Accuracy
 LY0403;SPC NJ       -   241,820.      160,680.      MT  (+/- 180 meters Scaled)
 LY0403
 LY0403                          SUPERSEDED SURVEY CONTROL
 LY0403
 LY0403  NGVD 29 (??/??/92)  147.095  (m)          482.59   (f) ADJ UNCH    1 2
 LY0403
 LY0403.Superseded values are not recommended for survey control.
 LY0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0403.See file dsdata.txt to determine how the superseded data were derived.
 LY0403
 LY0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL527402(NAD 83)
 LY0403_MARKER: DB = BENCH MARK DISK
 LY0403_SETTING: 80 = SET IN A BOULDER
 LY0403_SP_SET: BOULDER
 LY0403_STAMPING: 482.594 H 13 1933
 LY0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0403+STABILITY: SURFACE MOTION
 LY0403
 LY0403  HISTORY     - Date     Condition        Report By
 LY0403  HISTORY     - 1933     MONUMENTED       CGS
 LY0403  HISTORY     - 1934     GOOD             NGS
 LY0403  HISTORY     - 1979     MARK NOT FOUND   NGS
 LY0403
 LY0403                          STATION DESCRIPTION
 LY0403
 LY0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0403'2.1 MI W FROM MORRIS.
 LY0403'2.1 MILES WEST ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0403'RAILROAD FROM THE STATION AT BUTLER, 1,350 FEET EAST OF MILEPOST
 LY0403'40, ABOUT 900 FEET WEST OF THE WEST SIDE OF AN OVERHEAD HIGHWAY
 LY0403'BRIDGE, AT THE BASE OF A HILL, 33 FEET SOUTH OF THE SOUTH RAIL,
 LY0403'IN THE TOP OF A LARGE BOULDER, AND LEVEL WITH THE TOP OF THE
 LY0403'RAIL.  A STANDARD DISK, STAMPED 482.594 H 13 1933.
 LY0403
 LY0403                          STATION RECOVERY (1979)
 LY0403
 LY0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0403'SEARCHED FOR NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0358 ***********************************************************************
 LY0358  DESIGNATION -  H 14
 LY0358  PID         -  LY0358
 LY0358  STATE/COUNTY-  NJ/BERGEN
 LY0358  USGS QUAD   -  RAMSEY (1995)
 LY0358
 LY0358                         *CURRENT SURVEY CONTROL
 LY0358  ___________________________________________________________________
 LY0358* NAD 83(1986)-  41 03 25.     (N)    074 08 29.     (W)     SCALED    
 LY0358* NAVD 88     -       105.720  (meters)     346.85   (feet)  ADJUSTED  
 LY0358  ___________________________________________________________________
 LY0358  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 LY0358  DYNAMIC HT  -         105.677 (meters)     346.71  (feet)  COMP
 LY0358  MODELED GRAV-     980,216.7   (mgal)                       NAVD 88
 LY0358
 LY0358  VERT ORDER  -  FIRST     CLASS II
 LY0358
 LY0358.The horizontal coordinates were scaled from a topographic map and have
 LY0358.an estimated accuracy of +/- 6 seconds.
 LY0358
 LY0358.The orthometric height was determined by differential leveling
 LY0358.and adjusted by the National Geodetic Survey in June 1991..
 LY0358
 LY0358.The geoid height was determined by GEOID03.
 LY0358
 LY0358.The dynamic height is computed by dividing the NAVD 88
 LY0358.geopotential number by the normal gravity value computed on the
 LY0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0358.degrees latitude (g = 980.6199 gals.).
 LY0358
 LY0358.The modeled gravity was interpolated from observed gravity values.
 LY0358
 LY0358;                    North         East    Units  Estimated Accuracy
 LY0358;SPC NJ       -   246,930.      180,140.      MT  (+/- 180 meters Scaled)
 LY0358
 LY0358                          SUPERSEDED SURVEY CONTROL
 LY0358
 LY0358  NGVD 29 (??/??/92)  106.029  (m)          347.86   (f) ADJ UNCH    1 2
 LY0358
 LY0358.Superseded values are not recommended for survey control.
 LY0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0358.See file dsdata.txt to determine how the superseded data were derived.
 LY0358
 LY0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL721454(NAD 83)
 LY0358_MARKER: DB = BENCH MARK DISK
 LY0358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0358_SP_SET: BRICK WALL BUILDING
 LY0358_STAMPING: H 14 1933
 LY0358_MARK LOGO: CGS   
 LY0358_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0358+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2006
 LY0358
 LY0358  HISTORY     - Date     Condition        Report By
 LY0358  HISTORY     - 1933     MONUMENTED       CGS
 LY0358  HISTORY     - 1934     GOOD             NGS
 LY0358  HISTORY     - 1979     GOOD             NGS
 LY0358  HISTORY     - 1989     GOOD             USPSQD
 LY0358  HISTORY     - 19940602 GOOD             NJGS
 LY0358  HISTORY     - 19940727 GOOD             USPSQD
 LY0358  HISTORY     - 20060621 GOOD             GEOCAC
 LY0358
 LY0358                          STATION DESCRIPTION
 LY0358
 LY0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0358'AT RAMSEY.
 LY0358'AT RAMSEY, BERGEN COUNTY, ON THE ERIE LACKAWANNA RAILROAD, 6
 LY0358'YARDS EAST OF THE NORTH-BOUND TRACK, IN THE WEST SIDE OF THE
 LY0358'RAMSEY JOURNAL BUILDING, 8 FEET FROM THE NORTH (FRONT) END OF THE
 LY0358'BUILDING, AND 5 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED
 LY0358'H 14 1933 AND SET VERTICALLY.
 LY0358
 LY0358                          STATION RECOVERY (1979)
 LY0358
 LY0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0358'RECOVERED IN GOOD CONDITION.
 LY0358
 LY0358                          STATION RECOVERY (1989)
 LY0358
 LY0358'RECOVERY NOTE BY US POWER SQUADRON 1989 (HK)
 LY0358'RECOVERED IN GOOD CONDITION.
 LY0358
 LY0358                          STATION RECOVERY (1994)
 LY0358
 LY0358'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 LY0358'RECOVERED AS DESCRIBED.  THE STATION IS SET VERTICALLY IN A BRICK
 LY0358'WALL, 5.0 FT (1.5 M) SOUTH FROM THE NORTHWEST CORNER OF A TWO STORY
 LY0358'BRICK BUILDING, NOW OCCUPIED BY THE RAMSEY PRESS.
 LY0358
 LY0358                          STATION RECOVERY (1994)
 LY0358
 LY0358'RECOVERY NOTE BY US POWER SQUADRON 1994
 LY0358'RECOVERED IN GOOD CONDITION.
 LY0358
 LY0358                          STATION RECOVERY (2006)
 LY0358
 LY0358'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 LY0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1273 ***********************************************************************
 KV1273  DESIGNATION -  H 15
 KV1273  PID         -  KV1273
 KV1273  STATE/COUNTY-  NJ/WARREN
 KV1273  USGS QUAD   -  HACKETTSTOWN (1976)
 KV1273
 KV1273                         *CURRENT SURVEY CONTROL
 KV1273  ___________________________________________________________________
 KV1273* NAD 83(1986)-  40 52 09.     (N)    074 48 56.     (W)     SCALED    
 KV1273* NAVD 88     -       190.068  (meters)     623.58   (feet)  ADJUSTED  
 KV1273  ___________________________________________________________________
 KV1273  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV1273  DYNAMIC HT  -         189.980 (meters)     623.29  (feet)  COMP
 KV1273  MODELED GRAV-     980,159.6   (mgal)                       NAVD 88
 KV1273
 KV1273  VERT ORDER  -  SECOND    CLASS 0
 KV1273
 KV1273.The horizontal coordinates were scaled from a topographic map and have
 KV1273.an estimated accuracy of +/- 6 seconds.
 KV1273
 KV1273.The orthometric height was determined by differential leveling
 KV1273.and adjusted by the National Geodetic Survey in June 1991..
 KV1273
 KV1273.The geoid height was determined by GEOID03.
 KV1273
 KV1273.The dynamic height is computed by dividing the NAVD 88
 KV1273.geopotential number by the normal gravity value computed on the
 KV1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1273.degrees latitude (g = 980.6199 gals.).
 KV1273
 KV1273.The modeled gravity was interpolated from observed gravity values.
 KV1273
 KV1273;                    North         East    Units  Estimated Accuracy
 KV1273;SPC NJ       -   226,070.      123,400.      MT  (+/- 180 meters Scaled)
 KV1273
 KV1273                          SUPERSEDED SURVEY CONTROL
 KV1273
 KV1273  NGVD 29 (??/??/??)  190.288  (m)          624.30   (f) ADJUSTED    2 0
 KV1273
 KV1273.Superseded values are not recommended for survey control.
 KV1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1273.See file dsdata.txt to determine how the superseded data were derived.
 KV1273
 KV1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL155242(NAD 83)
 KV1273_MARKER: DB = BENCH MARK DISK
 KV1273_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1273_SP_SET: PIER
 KV1273_STAMPING: H 15 1933 624.303
 KV1273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1273
 KV1273  HISTORY     - Date     Condition        Report By
 KV1273  HISTORY     - 1933     MONUMENTED       CGS
 KV1273  HISTORY     - 1934     GOOD             CGS
 KV1273  HISTORY     - 1975     GOOD             ELRR
 KV1273
 KV1273                          STATION DESCRIPTION
 KV1273
 KV1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV1273'1.5 MI E FROM HACKETTSTOWN.
 KV1273'1 1/2 MILES NORTHEAST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1273'RAILROAD FROM THE STATION AT HACKETTSTOWN, WARREN COUNTY, 6 1/2
 KV1273'RAILS EAST OF AUTOMATIC SIGNAL 55.4, AT AN OVERHEAD HIGHWAY
 KV1273'CROSSING, AT THE SECOND PIER FROM THE SOUTH END, IN THE SOUTH
 KV1273'FACE OF THE WEST END, 9 FEET NORTH OF THE CENTERLINE OF THE
 KV1273'EAST-BOUND MAIN TRACK, AND ABOUT 3 FEET HIGHER THAN THE TRACK.
 KV1273'NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE
 KV1273'ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE
 KV1273'LACKAWANNA RAILROAD.
 KV1273
 KV1273                          STATION RECOVERY (1975)
 KV1273
 KV1273'RECOVERY NOTE BY ERIE LACKAWANNA RAILROAD 1975
 KV1273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3526 ***********************************************************************
 KV3526  DESIGNATION -  H 15 RESET
 KV3526  PID         -  KV3526
 KV3526  STATE/COUNTY-  NJ/WARREN
 KV3526  USGS QUAD   -  HACKETTSTOWN (1976)
 KV3526
 KV3526                         *CURRENT SURVEY CONTROL
 KV3526  ___________________________________________________________________
 KV3526* NAD 83(1996)-  40 52 10.16055(N)    074 48 56.18110(W)     ADJUSTED  
 KV3526* NAVD 88     -       197.03   (meters)     646.4    (feet)  LEVELING  
 KV3526  ___________________________________________________________________
 KV3526  X           -   1,265,159.463 (meters)                     COMP
 KV3526  Y           -  -4,661,578.249 (meters)                     COMP
 KV3526  Z           -   4,151,581.230 (meters)                     COMP
 KV3526  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 KV3526  ELLIP HEIGHT-         163.98  (meters)          (10/23/02) GPS OBS
 KV3526  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV3526
 KV3526  HORZ ORDER  -  FIRST
 KV3526  VERT ORDER  -  THIRD ?
 KV3526  ELLP ORDER  -  FOURTH    CLASS I
 KV3526
 KV3526.The horizontal coordinates were established by GPS observations
 KV3526.and adjusted by the National Geodetic Survey in May 1999..
 KV3526
 KV3526.The orthometric height was determined by differential leveling.
 KV3526.The vertical network tie was performed by a horz. field party for horz.
 KV3526.obs reductions. Reset procedures were used to establish the elevation.
 KV3526
 KV3526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV3526
 KV3526.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3526
 KV3526.The ellipsoidal height was determined by GPS observations
 KV3526.and is referenced to NAD 83.
 KV3526
 KV3526.The geoid height was determined by GEOID03.
 KV3526
 KV3526;                    North         East     Units Scale Factor Converg.
 KV3526;SPC NJ       -   226,103.370   123,396.775   MT  0.99990871   -0 12 23.5
 KV3526;SPC NJ       -   741,807.47    404,844.25   sFT  0.99990871   -0 12 23.5
 KV3526;UTM  18      - 4,524,285.633   515,538.383   MT  0.99960297   +0 07 14.4
 KV3526
 KV3526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3526!SPC NJ       -   0.99997428  x   0.99990871  =   0.99988299
 KV3526!UTM  18      -   0.99997428  x   0.99960297  =   0.99957726
 KV3526
 KV3526                          SUPERSEDED SURVEY CONTROL
 KV3526
 KV3526  ELLIP H (05/14/99)  163.97   (m)                       GP(       ) 4 1
 KV3526  NAD 83(1986)-  40 52 10.15971(N)    074 48 56.18220(W) AD(       ) 1
 KV3526  NGVD 29 (??/??/??)  197.25   (m)          647.1    (f) RESET       3  
 KV3526
 KV3526.Superseded values are not recommended for survey control.
 KV3526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3526.See file dsdata.txt to determine how the superseded data were derived.
 KV3526
 KV3526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1553824286(NAD 83)
 KV3526_MARKER: DV = VERTICAL CONTROL DISK
 KV3526_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV3526_SP_SET: BRIDGE WINGWALL
 KV3526_STAMPING: H 15 RESET 1972
 KV3526_MARK LOGO: NGS   
 KV3526_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3526+STABILITY: SURFACE MOTION
 KV3526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3526+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2006
 KV3526
 KV3526  HISTORY     - Date     Condition        Report By
 KV3526  HISTORY     - 1972     MONUMENTED       NGS
 KV3526  HISTORY     - 1975     GOOD             NGS
 KV3526  HISTORY     - 19930914 GOOD             NJGS
 KV3526  HISTORY     - 20060227 GOOD             INDIV
 KV3526
 KV3526                          STATION DESCRIPTION
 KV3526
 KV3526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 KV3526'1.0 MI NE FROM HACKETTSTOWN.
 KV3526'MARK IS 1 MILE NORTHEAST ALONG THE ERIE LACKAWANNA RAILWAY FROM THE
 KV3526'INTERSECTION OF RT 517 (HIGH ST) IN HACKETTSTOWN AND 1 MILE SOUTHWEST
 KV3526'ALONG ERIE LACKAWANNA RAILWAY FROM THE INTERSECTION OF WILLOW GROVE ST
 KV3526'(WATERLOO RD) IN HACKETTSTOWN, ON THE NE WINGWALL OF THE OVERHEAD
 KV3526'HIGHWAY CROSSING, APPROXIMATELY 55 FEET NORTH OF THE CENTERLINE OF THE
 KV3526'SINGLE TRACK AND ABOUT 26 FEET HIGHER THAN THE TRACK.
 KV3526
 KV3526                          STATION RECOVERY (1993)
 KV3526
 KV3526'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV3526'THE STATION IS LOCATED IN THE TOWN OF HACKETTSTOWN.  TO REACH THE
 KV3526'STATION FROM THE INTERSECTION OF HIGH STREET, COUNTY ROAD 517 AND
 KV3526'MAIN STREET, U.S. HIGHWAY 46, GO NORTH ON COUNTY ROAD 517 FOR 1.2 MI
 KV3526'(1.9 KM) TO THE TEE INTERSECTION WITH BILBY ROAD ON THE RIGHT.  TURN
 KV3526'RIGHT AND GO 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT, SET IN THE
 KV3526'TOP OF THE NORTH WINGWALL OF THE BRIDGE OVER A RAILROAD.  THE STATION
 KV3526'IS 21.0 FT (6.4 M) NORTH FROM THE CENTERLINE OF BILBY ROAD, 39.9 FT
 KV3526'(12.2 M) NORTH FROM POLE NUMBER JC 1213 HX AND 110 FT (33.5 M) EAST
 KV3526'SOUTHEAST FROM POLE NUMBER JC 1212 HX.
 KV3526
 KV3526                          STATION RECOVERY (2006)
 KV3526
 KV3526'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (GE)
 KV3526'RECOVERED AS DESCRIBED,GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1700 ***********************************************************************
 KV1700  DESIGNATION -  H 18
 KV1700  PID         -  KV1700
 KV1700  STATE/COUNTY-  NJ/HUNTERDON
 KV1700  USGS QUAD   -  FRENCHTOWN (1997)
 KV1700
 KV1700                         *CURRENT SURVEY CONTROL
 KV1700  ___________________________________________________________________
 KV1700* NAD 83(1986)-  40 34 29.     (N)    075 07 20.     (W)     SCALED    
 KV1700* NAVD 88     -        42.361  (meters)     138.98   (feet)  ADJUSTED  
 KV1700  ___________________________________________________________________
 KV1700  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KV1700  DYNAMIC HT  -          42.341 (meters)     138.91  (feet)  COMP
 KV1700  MODELED GRAV-     980,157.7   (mgal)                       NAVD 88
 KV1700
 KV1700  VERT ORDER  -  SECOND    CLASS 0
 KV1700
 KV1700.The horizontal coordinates were scaled from a topographic map and have
 KV1700.an estimated accuracy of +/- 6 seconds.
 KV1700
 KV1700.The orthometric height was determined by differential leveling
 KV1700.and adjusted by the National Geodetic Survey in June 1991..
 KV1700
 KV1700.The geoid height was determined by GEOID03.
 KV1700
 KV1700.The dynamic height is computed by dividing the NAVD 88
 KV1700.geopotential number by the normal gravity value computed on the
 KV1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1700.degrees latitude (g = 980.6199 gals.).
 KV1700
 KV1700.The modeled gravity was interpolated from observed gravity values.
 KV1700
 KV1700;                    North         East    Units  Estimated Accuracy
 KV1700;SPC NJ       -   193,510.       97,320.      MT  (+/- 180 meters Scaled)
 KV1700
 KV1700                          SUPERSEDED SURVEY CONTROL
 KV1700
 KV1700  NGVD 29 (??/??/??)   42.622  (m)          139.84   (f) ADJUSTED    2 0
 KV1700
 KV1700.Superseded values are not recommended for survey control.
 KV1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1700.See file dsdata.txt to determine how the superseded data were derived.
 KV1700
 KV1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK896915(NAD 83)
 KV1700_MARKER: DB = BENCH MARK DISK
 KV1700_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1700_SP_SET: CULVERT
 KV1700_STAMPING: H 18 1935
 KV1700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1700
 KV1700  HISTORY     - Date     Condition        Report By
 KV1700  HISTORY     - 1935     MONUMENTED       CGS
 KV1700  HISTORY     - 1956     GOOD             CGS
 KV1700  HISTORY     - 1984     POOR             LOCSUR
 KV1700
 KV1700                          STATION DESCRIPTION
 KV1700
 KV1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1700'1.4 MI NW FROM MILFORD.
 KV1700'1.4 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV1700'STATION AT MILFORD, ON TOP AND AT THE WEST END OF THE SOUTH
 KV1700'CONCRETE HEADWALL OF A VERY LARGE CONCRETE PIPE CULVERT UNDER A
 KV1700'COUNTY ASPHALT ROAD, 42 FEET EAST OF THE CENTER OF A T JUNCTION
 KV1700'OF A GRAVEL ROAD LEADING NORTH, 26.8 FEET NORTH OF THE NORTH RAIL,
 KV1700'16.3 FEET SOUTH OF THE CENTER LINE OF THE ASPHALT ROAD, ABOUT
 KV1700'7 FEET LOWER THAN THE TRACK AND 3 FEET LOWER THAN THE ROAD.
 KV1700
 KV1700                          STATION RECOVERY (1984)
 KV1700
 KV1700'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 KV1700'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6074 ***********************************************************************
 KV6074  DESIGNATION -  H 18 RESET
 KV6074  PID         -  KV6074
 KV6074  STATE/COUNTY-  NJ/HUNTERDON
 KV6074  USGS QUAD   -  FRENCHTOWN (1997)
 KV6074
 KV6074                         *CURRENT SURVEY CONTROL
 KV6074  ___________________________________________________________________
 KV6074* NAD 83(1986)-  40 34 29.     (N)    075 07 20.     (W)     SCALED    
 KV6074* NAVD 88     -        41.063  (meters)     134.72   (feet)  ADJUSTED  
 KV6074  ___________________________________________________________________
 KV6074  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KV6074  DYNAMIC HT  -          41.044 (meters)     134.66  (feet)  COMP
 KV6074  MODELED GRAV-     980,157.7   (mgal)                       NAVD 88
 KV6074
 KV6074  VERT ORDER  -  FIRST     CLASS I
 KV6074
 KV6074.The horizontal coordinates were scaled from a topographic map and have
 KV6074.an estimated accuracy of +/- 6 seconds.
 KV6074
 KV6074.The orthometric height was determined by differential leveling
 KV6074.and adjusted by the National Geodetic Survey in June 1991..
 KV6074
 KV6074.The geoid height was determined by GEOID03.
 KV6074
 KV6074.The dynamic height is computed by dividing the NAVD 88
 KV6074.geopotential number by the normal gravity value computed on the
 KV6074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6074.degrees latitude (g = 980.6199 gals.).
 KV6074
 KV6074.The modeled gravity was interpolated from observed gravity values.
 KV6074
 KV6074;                    North         East    Units  Estimated Accuracy
 KV6074;SPC NJ       -   193,510.       97,320.      MT  (+/- 180 meters Scaled)
 KV6074
 KV6074                          SUPERSEDED SURVEY CONTROL
 KV6074
 KV6074  NGVD 29 (01/10/92)   41.318  (m)          135.56   (f) ADJUSTED    1 1
 KV6074
 KV6074.Superseded values are not recommended for survey control.
 KV6074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6074.See file dsdata.txt to determine how the superseded data were derived.
 KV6074
 KV6074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK896915(NAD 83)
 KV6074_MARKER: DB = BENCH MARK DISK
 KV6074_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV6074_SP_SET: HEADWALL
 KV6074_STAMPING: H 18 RESET 1984
 KV6074_MARK LOGO: CGS   
 KV6074_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6074+STABILITY: SURFACE MOTION
 KV6074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6074+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1989
 KV6074
 KV6074  HISTORY     - Date     Condition        Report By
 KV6074  HISTORY     - 1984     MONUMENTED       NJGS
 KV6074  HISTORY     - 19891010 GOOD             NJGS
 KV6074
 KV6074                          STATION DESCRIPTION
 KV6074
 KV6074'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6074'2.3 KM (1.45 MI) NORTHEAST ALONG SPRING GARDEN STREET, COUNTY ROAD 627
 KV6074'FROM THE JUNCTION WITH BRIDGE STREET IN MILFORD, SET ON TOP AND AT THE
 KV6074'WEST END OF THE SOUTH CONCRETE HEADWALL OF A CONCRETE PIPE CROSSING
 KV6074'UNDER THE ROAD, 12.8 M (42.0 FT) EAST OF THE TEE INTERSECTION WITH
 KV6074'SPRING GARDEN ROAD WHICH TURNED NORTHEAST, 8.2 M (26.9 FT) NORTH OF
 KV6074'THE NORTH RAIL OF THE RAILROAD, 5.0 M (16.4 FT) SOUTH OF THE
 KV6074'CENTERLINE OF ROUTE 627, ABOUT 1.0 M (3.3 FT) LOWER THAN THE ROAD. THE
 KV6074'HEADWALL IS SPALLING AT THIS TIME, HOWEVER THE DISK APPEARS STABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1393 ***********************************************************************
 KV1393  DESIGNATION -  H 19
 KV1393  PID         -  KV1393
 KV1393  STATE/COUNTY-  NJ/SOMERSET
 KV1393  USGS QUAD   -  FLEMINGTON (1977)
 KV1393
 KV1393                         *CURRENT SURVEY CONTROL
 KV1393  ___________________________________________________________________
 KV1393* NAD 83(1986)-  40 30 25.     (N)    074 45 54.     (W)     SCALED    
 KV1393* NAVD 88     -        25.136  (meters)      82.47   (feet)  ADJUSTED  
 KV1393  ___________________________________________________________________
 KV1393  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KV1393  DYNAMIC HT  -          25.124 (meters)      82.43  (feet)  COMP
 KV1393  MODELED GRAV-     980,165.9   (mgal)                       NAVD 88
 KV1393
 KV1393  VERT ORDER  -  SECOND    CLASS 0
 KV1393
 KV1393.The horizontal coordinates were scaled from a topographic map and have
 KV1393.an estimated accuracy of +/- 6 seconds.
 KV1393
 KV1393.The orthometric height was determined by differential leveling
 KV1393.and adjusted by the National Geodetic Survey in June 1991..
 KV1393
 KV1393.The geoid height was determined by GEOID03.
 KV1393
 KV1393.The dynamic height is computed by dividing the NAVD 88
 KV1393.geopotential number by the normal gravity value computed on the
 KV1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1393.degrees latitude (g = 980.6199 gals.).
 KV1393
 KV1393.The modeled gravity was interpolated from observed gravity values.
 KV1393
 KV1393;                    North         East    Units  Estimated Accuracy
 KV1393;SPC NJ       -   185,830.      127,540.      MT  (+/- 180 meters Scaled)
 KV1393
 KV1393                          SUPERSEDED SURVEY CONTROL
 KV1393
 KV1393  NGVD 29 (??/??/??)   25.393  (m)           83.31   (f) ADJUSTED    2 0
 KV1393
 KV1393.Superseded values are not recommended for survey control.
 KV1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1393.See file dsdata.txt to determine how the superseded data were derived.
 KV1393
 KV1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK199840(NAD 83)
 KV1393_MARKER: DB = BENCH MARK DISK
 KV1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1393_STAMPING: H 19 1935
 KV1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1393+STABILITY: SURFACE MOTION
 KV1393
 KV1393  HISTORY     - Date     Condition        Report By
 KV1393  HISTORY     - 1935     MONUMENTED       CGS
 KV1393  HISTORY     - 20021130 MARK NOT FOUND   USPSQD
 KV1393
 KV1393                          STATION DESCRIPTION
 KV1393
 KV1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1393'6.6 MI E FROM FLEMINGTON.
 KV1393'6.6 MILES EAST ALONG THE CENTRAL RAILROAD CO. OF NEW JERSEY
 KV1393'RAILROAD FROM THE COUNTY COURTHOUSE AT FLEMINGTON, HUNTERDON
 KV1393'COUNTY, AT WOODFERN, 4 POLES EAST OF MILEPOST 10, AND 38 FEET
 KV1393'SOUTH OF THE CENTERLINE OF THE TRACK.
 KV1393
 KV1393                          STATION RECOVERY (2002)
 KV1393
 KV1393'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV1393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0981 ***********************************************************************
 KV0981  DESIGNATION -  H 2
 KV0981  PID         -  KV0981
 KV0981  STATE/COUNTY-  NJ/MIDDLESEX
 KV0981  USGS QUAD   -  HIGHTSTOWN (1981)
 KV0981
 KV0981                         *CURRENT SURVEY CONTROL
 KV0981  ___________________________________________________________________
 KV0981* NAD 83(1986)-  40 22 07.     (N)    074 30 29.     (W)     SCALED    
 KV0981* NAVD 88     -        31.466  (meters)     103.23   (feet)  POSTED    
 KV0981  ___________________________________________________________________
 KV0981  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV0981  DYNAMIC HT  -          31.450 (meters)     103.18  (feet)  COMP
 KV0981  MODELED GRAV-     980,185.7   (mgal)                       NAVD 88
 KV0981
 KV0981  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KV0981
 KV0981.The horizontal coordinates were scaled from a topographic map and have
 KV0981.an estimated accuracy of +/- 6 seconds.
 KV0981
 KV0981.The orthometric height was determined by differential leveling
 KV0981.and adjusted by the National Geodetic Survey in 1992..
 KV0981.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KV0981.rate of 0.0 thru 1.0 mm/km.
 KV0981
 KV0981.The geoid height was determined by GEOID03.
 KV0981
 KV0981.The dynamic height is computed by dividing the NAVD 88
 KV0981.geopotential number by the normal gravity value computed on the
 KV0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0981.degrees latitude (g = 980.6199 gals.).
 KV0981
 KV0981.The modeled gravity was interpolated from observed gravity values.
 KV0981
 KV0981;                    North         East    Units  Estimated Accuracy
 KV0981;SPC NJ       -   170,440.      149,320.      MT  (+/- 180 meters Scaled)
 KV0981
 KV0981                          SUPERSEDED SURVEY CONTROL
 KV0981
 KV0981  NGVD 29 (??/??/??)   31.798  (m)          104.32   (f) ADJUSTED    1 2
 KV0981
 KV0981.Superseded values are not recommended for survey control.
 KV0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0981.See file dsdata.txt to determine how the superseded data were derived.
 KV0981
 KV0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK417687(NAD 83)
 KV0981_MARKER: DB = BENCH MARK DISK
 KV0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0981_STAMPING: 104.324 H 2 1924
 KV0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0981+STABILITY: SURFACE MOTION
 KV0981
 KV0981  HISTORY     - Date     Condition        Report By
 KV0981  HISTORY     - 1924     MONUMENTED       CGS
 KV0981  HISTORY     - 1954     MARK NOT FOUND   CGS
 KV0981
 KV0981                          STATION DESCRIPTION
 KV0981
 KV0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 KV0981'AT DAYTON.
 KV0981'AT DAYTON, MIDDLESEX COUNTY, ON THE PENNSYLVANIA RAILROAD,
 KV0981'OPPOSITE THE STATION, 127.5 FEET WEST OF THE CONCRETE FOUNDATION
 KV0981'OF WHAT USED TO BE THE SEMAPHORE JUST WEST OF THE WATCHMANS SENTRY
 KV0981'BOX AT THE SOUTHWEST CORNER OF THE DAYTON-DEANS ROAD CROSSING,
 KV0981'18.3 FEET SOUTH OF THE SOUTH RAIL, IN LINE WITH A ROW OF POLES,
 KV0981'ABOUT 1 FOOT BELOW THE GROUND.  A STANDARD DISK, STAMPED 104.324
 KV0981'H 2 1924 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS
 KV0981'BELIEVED THAT THE MARK WAS COVERED OVER DURING RAILROAD REPAIRS.
 KV0981
 KV0981                          STATION RECOVERY (1954)
 KV0981
 KV0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KV0981'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0675 ***********************************************************************
 KV0675  DESIGNATION -  H 20
 KV0675  PID         -  KV0675
 KV0675  STATE/COUNTY-  NJ/ESSEX
 KV0675  USGS QUAD   -  ROSELLE (1995)
 KV0675
 KV0675                         *CURRENT SURVEY CONTROL
 KV0675  ___________________________________________________________________
 KV0675* NAD 83(1986)-  40 43 49.     (N)    074 16 42.     (W)     SCALED    
 KV0675* NAVD 88     -        41.080  (meters)     134.78   (feet)  ADJUSTED  
 KV0675  ___________________________________________________________________
 KV0675  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KV0675  DYNAMIC HT  -          41.062 (meters)     134.72  (feet)  COMP
 KV0675  MODELED GRAV-     980,198.9   (mgal)                       NAVD 88
 KV0675
 KV0675  VERT ORDER  -  SECOND    CLASS 0
 KV0675
 KV0675.The horizontal coordinates were scaled from a topographic map and have
 KV0675.an estimated accuracy of +/- 6 seconds.
 KV0675
 KV0675.The orthometric height was determined by differential leveling
 KV0675.and adjusted by the National Geodetic Survey in June 1991..
 KV0675
 KV0675.The geoid height was determined by GEOID03.
 KV0675
 KV0675.The dynamic height is computed by dividing the NAVD 88
 KV0675.geopotential number by the normal gravity value computed on the
 KV0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0675.degrees latitude (g = 980.6199 gals.).
 KV0675
 KV0675.The modeled gravity was interpolated from observed gravity values.
 KV0675
 KV0675;                    North         East    Units  Estimated Accuracy
 KV0675;SPC NJ       -   210,620.      168,720.      MT  (+/- 180 meters Scaled)
 KV0675
 KV0675                          SUPERSEDED SURVEY CONTROL
 KV0675
 KV0675  NGVD 29 (??/??/??)   41.393  (m)          135.80   (f) ADJUSTED    2 0
 KV0675
 KV0675.Superseded values are not recommended for survey control.
 KV0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0675.See file dsdata.txt to determine how the superseded data were derived.
 KV0675
 KV0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL609090(NAD 83)
 KV0675_MARKER: DB = BENCH MARK DISK
 KV0675_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0675_SP_SET: UNDERPASS
 KV0675_STAMPING: H 20 1935
 KV0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0675+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2006
 KV0675
 KV0675  HISTORY     - Date     Condition        Report By
 KV0675  HISTORY     - 1935     MONUMENTED       CGS
 KV0675  HISTORY     - 1971     GOOD             USGS
 KV0675  HISTORY     - 1988     GOOD             USPSQD
 KV0675  HISTORY     - 20060704 GOOD             GEOCAC
 KV0675
 KV0675                          STATION DESCRIPTION
 KV0675
 KV0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0675'AT MAPLEWOOD.
 KV0675'AT MAPLEWOOD, ESSEX COUNTY, 0.2 MILE WEST OF THE DELAWARE,
 KV0675'LACKAWANNA AND WESTERN RAILROAD STATION, AND IN THE TOP OF THE
 KV0675'BAKER STREET CONCRETE UNDERPASS.  A STANDARD DISK, STAMPED H 20
 KV0675'1935.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 KV0675'IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE
 KV0675'ERIE LACKAWANNA RAILROAD.
 KV0675
 KV0675                          STATION RECOVERY (1971)
 KV0675
 KV0675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KV0675'RECOVERED IN GOOD CONDITION.
 KV0675
 KV0675                          STATION RECOVERY (1988)
 KV0675
 KV0675'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 KV0675'RECOVERED IN GOOD CONDITION.
 KV0675
 KV0675                          STATION RECOVERY (2006)
 KV0675
 KV0675'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0675'FOUND BY DESCRIPTION. ON NORTHWEST CORNER OF WEST HEADWALL OF RAILROAD
 KV0675'BRIDGE OVER BAKER STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1606 ***********************************************************************
 KV1606  DESIGNATION -  H 22
 KV1606  PID         -  KV1606
 KV1606  STATE/COUNTY-  NJ/WARREN
 KV1606  USGS QUAD   -  BELVIDERE (1992)
 KV1606
 KV1606                         *CURRENT SURVEY CONTROL
 KV1606  ___________________________________________________________________
 KV1606* NAD 83(1986)-  40 46 42.     (N)    075 05 24.     (W)     SCALED    
 KV1606* NAVD 88     -       207.323  (meters)     680.19   (feet)  ADJUSTED  
 KV1606  ___________________________________________________________________
 KV1606  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KV1606  DYNAMIC HT  -         207.229 (meters)     679.88  (feet)  COMP
 KV1606  MODELED GRAV-     980,162.8   (mgal)                       NAVD 88
 KV1606
 KV1606  VERT ORDER  -  SECOND    CLASS 0
 KV1606
 KV1606.The horizontal coordinates were scaled from a topographic map and have
 KV1606.an estimated accuracy of +/- 6 seconds.
 KV1606
 KV1606.The orthometric height was determined by differential leveling
 KV1606.and adjusted by the National Geodetic Survey in June 1991..
 KV1606
 KV1606.The geoid height was determined by GEOID03.
 KV1606
 KV1606.The dynamic height is computed by dividing the NAVD 88
 KV1606.geopotential number by the normal gravity value computed on the
 KV1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1606.degrees latitude (g = 980.6199 gals.).
 KV1606
 KV1606.The modeled gravity was interpolated from observed gravity values.
 KV1606
 KV1606;                    North         East    Units  Estimated Accuracy
 KV1606;SPC NJ       -   216,100.      100,200.      MT  (+/- 180 meters Scaled)
 KV1606
 KV1606                          SUPERSEDED SURVEY CONTROL
 KV1606
 KV1606  NGVD 29 (??/??/??)  207.542  (m)          680.91   (f) ADJUSTED    2 0
 KV1606
 KV1606.Superseded values are not recommended for survey control.
 KV1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1606.See file dsdata.txt to determine how the superseded data were derived.
 KV1606
 KV1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL924141(NAD 83)
 KV1606_MARKER: DB = BENCH MARK DISK
 KV1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1606_STAMPING: H 22 1942
 KV1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1606+STABILITY: SURFACE MOTION
 KV1606
 KV1606  HISTORY     - Date     Condition        Report By
 KV1606  HISTORY     - 1942     MONUMENTED       CGS
 KV1606  HISTORY     - 19950119 MARK NOT FOUND   NJGS
 KV1606  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 KV1606
 KV1606                          STATION DESCRIPTION
 KV1606
 KV1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1606'0.7 MI SE FROM ROXBURG.
 KV1606'0.7 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE JUNCTION OF STATE
 KV1606'HIGHWAY 543 AT ROXBURG, WARREN COUNTY, ABOUT 500 FEET SOUTH
 KV1606'OF THE SOUTH CORNER OF A 1-STORY BROWN HOUSE, 32.1 FEET WEST OF
 KV1606'THE CENTER LINE OF THE ROAD, 4.5 FEET SOUTHEAST OF A BLAZED
 KV1606'COTTONWOOD TREE, AND ABOUT 4 FEET HIGHER THAN THE ROAD.  A
 KV1606'STANDARD DISK, STAMPED H 22 1942 AND SET IN THE TOP OF A
 KV1606'CONCRETE POST.
 KV1606
 KV1606                          STATION RECOVERY (1995)
 KV1606
 KV1606'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1606'THE STATION WAS NOT RECOVERED AT THIS TIME.
 KV1606
 KV1606                          STATION RECOVERY (1995)
 KV1606
 KV1606'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1602 ***********************************************************************
 KV1602  DESIGNATION -  H 23
 KV1602  PID         -  KV1602
 KV1602  STATE/COUNTY-  NJ/WARREN
 KV1602  USGS QUAD   -  BELVIDERE (1992)
 KV1602
 KV1602                         *CURRENT SURVEY CONTROL
 KV1602  ___________________________________________________________________
 KV1602* NAD 83(1986)-  40 51 12.     (N)    075 02 22.     (W)     SCALED    
 KV1602* NAVD 88     -       109.125  (meters)     358.02   (feet)  ADJUSTED  
 KV1602  ___________________________________________________________________
 KV1602  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KV1602  DYNAMIC HT  -         109.077 (meters)     357.86  (feet)  COMP
 KV1602  MODELED GRAV-     980,178.9   (mgal)                       NAVD 88
 KV1602
 KV1602  VERT ORDER  -  SECOND    CLASS 0
 KV1602
 KV1602.The horizontal coordinates were scaled from a topographic map and have
 KV1602.an estimated accuracy of +/- 6 seconds.
 KV1602
 KV1602.The orthometric height was determined by differential leveling
 KV1602.and adjusted by the National Geodetic Survey in June 1991..
 KV1602
 KV1602.The geoid height was determined by GEOID03.
 KV1602
 KV1602.The dynamic height is computed by dividing the NAVD 88
 KV1602.geopotential number by the normal gravity value computed on the
 KV1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1602.degrees latitude (g = 980.6199 gals.).
 KV1602
 KV1602.The modeled gravity was interpolated from observed gravity values.
 KV1602
 KV1602;                    North         East    Units  Estimated Accuracy
 KV1602;SPC NJ       -   224,400.      104,520.      MT  (+/- 180 meters Scaled)
 KV1602
 KV1602                          SUPERSEDED SURVEY CONTROL
 KV1602
 KV1602  NGVD 29 (??/??/??)  109.331  (m)          358.70   (f) ADJUSTED    2 0
 KV1602
 KV1602.Superseded values are not recommended for survey control.
 KV1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1602.See file dsdata.txt to determine how the superseded data were derived.
 KV1602
 KV1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL966224(NAD 83)
 KV1602_MARKER: DB = BENCH MARK DISK
 KV1602_SETTING: 0 = UNSPECIFIED SETTING
 KV1602_STAMPING: H 23 1942
 KV1602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1602
 KV1602  HISTORY     - Date     Condition        Report By
 KV1602  HISTORY     - 1942     MONUMENTED       CGS
 KV1602  HISTORY     - 19950119 MARK NOT FOUND   NJGS
 KV1602  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 KV1602
 KV1602                          STATION DESCRIPTION
 KV1602
 KV1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1602'1.8 MI NE FROM BELVIDERE.
 KV1602'1.8 MILE NORTHEAST ALONG STATE HIGHWAY 543 FROM THE INTERSECTION
 KV1602'OF MARKET AND WATER STREETS AT BELVIDERE, WARREN COUNTY, THENCE
 KV1602'0.2 MILE WEST ALONG STATE HIGHWAY 6, THENCE 1.0 MILE NORTH ALONG
 KV1602'A DIRT ROAD, 69.3 FEET EAST OF THE CENTER OF A RAILROAD
 KV1602'CROSSING, 54.1 FEET SOUTHEAST OF THE CENTERLINE OF THE DIRT
 KV1602'ROAD, 8.4 FEET NORTHEAST OF THE CENTERLINE OF THE EAST-BOUND
 KV1602'TRACK, 9.6 FEET WEST OF A POLE, AND ABOUT LEVEL WITH THE
 KV1602'TRACK.
 KV1602
 KV1602                          STATION RECOVERY (1995)
 KV1602
 KV1602'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1602'THE STATION WAS NOT RECOVERED AT THIS TIME.
 KV1602
 KV1602                          STATION RECOVERY (1995)
 KV1602
 KV1602'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1331 ***********************************************************************
 KV1331  DESIGNATION -  H 24
 KV1331  PID         -  KV1331
 KV1331  STATE/COUNTY-  NJ/MORRIS
 KV1331  USGS QUAD   -  HACKETTSTOWN (1976)
 KV1331
 KV1331                         *CURRENT SURVEY CONTROL
 KV1331  ___________________________________________________________________
 KV1331* NAD 83(1986)-  40 47 51.     (N)    074 45 26.     (W)     SCALED    
 KV1331* NAVD 88     -       170.859  (meters)     560.56   (feet)  ADJUSTED  
 KV1331  ___________________________________________________________________
 KV1331  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KV1331  DYNAMIC HT  -         170.780 (meters)     560.30  (feet)  COMP
 KV1331  MODELED GRAV-     980,157.4   (mgal)                       NAVD 88
 KV1331
 KV1331  VERT ORDER  -  SECOND    CLASS 0
 KV1331
 KV1331.The horizontal coordinates were scaled from a topographic map and have
 KV1331.an estimated accuracy of +/- 6 seconds.
 KV1331
 KV1331.The orthometric height was determined by differential leveling
 KV1331.and adjusted by the National Geodetic Survey in June 1991..
 KV1331
 KV1331.The geoid height was determined by GEOID03.
 KV1331
 KV1331.The dynamic height is computed by dividing the NAVD 88
 KV1331.geopotential number by the normal gravity value computed on the
 KV1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1331.degrees latitude (g = 980.6199 gals.).
 KV1331
 KV1331.The modeled gravity was interpolated from observed gravity values.
 KV1331
 KV1331;                    North         East    Units  Estimated Accuracy
 KV1331;SPC NJ       -   218,090.      128,300.      MT  (+/- 180 meters Scaled)
 KV1331
 KV1331                          SUPERSEDED SURVEY CONTROL
 KV1331
 KV1331  NGVD 29 (??/??/??)  171.085  (m)          561.30   (f) ADJUSTED    2 0
 KV1331
 KV1331.Superseded values are not recommended for survey control.
 KV1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1331.See file dsdata.txt to determine how the superseded data were derived.
 KV1331
 KV1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL204163(NAD 83)
 KV1331_MARKER: DB = BENCH MARK DISK
 KV1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1331_STAMPING: H 24 1942
 KV1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1331+STABILITY: SURFACE MOTION
 KV1331
 KV1331  HISTORY     - Date     Condition        Report By
 KV1331  HISTORY     - 1942     MONUMENTED       CGS
 KV1331
 KV1331                          STATION DESCRIPTION
 KV1331
 KV1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1331'1.4 MI E FROM LONG VALLEY.
 KV1331'1.4 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 KV1331'FROM THE CROSSING AT LONG VALLEY, MORRIS COUNTY, 10.3 FEET
 KV1331'SOUTHWEST OF MILEPOST 13, 10.1 FEET SOUTHEAST OF THE CENTER OF
 KV1331'A PRIVATE-ROAD CROSSING, 19.8 FEET SOUTH OF THE CENTERLINE OF
 KV1331'THE TRACK, AND ABOUT 5 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1286 ***********************************************************************
 KV1286  DESIGNATION -  H 25
 KV1286  PID         -  KV1286
 KV1286  STATE/COUNTY-  NJ/WARREN
 KV1286  USGS QUAD   -  HACKETTSTOWN (1976)
 KV1286
 KV1286                         *CURRENT SURVEY CONTROL
 KV1286  ___________________________________________________________________
 KV1286* NAD 83(1986)-  40 49 46.     (N)    074 51 38.     (W)     SCALED    
 KV1286* NAVD 88     -       173.859  (meters)     570.40   (feet)  ADJUSTED  
 KV1286  ___________________________________________________________________
 KV1286  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KV1286  DYNAMIC HT  -         173.779 (meters)     570.14  (feet)  COMP
 KV1286  MODELED GRAV-     980,159.8   (mgal)                       NAVD 88
 KV1286
 KV1286  VERT ORDER  -  SECOND    CLASS 0
 KV1286
 KV1286.The horizontal coordinates were scaled from a topographic map and have
 KV1286.an estimated accuracy of +/- 6 seconds.
 KV1286
 KV1286.The orthometric height was determined by differential leveling
 KV1286.and adjusted by the National Geodetic Survey in June 1991..
 KV1286
 KV1286.The geoid height was determined by GEOID03.
 KV1286
 KV1286.The dynamic height is computed by dividing the NAVD 88
 KV1286.geopotential number by the normal gravity value computed on the
 KV1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1286.degrees latitude (g = 980.6199 gals.).
 KV1286
 KV1286.The modeled gravity was interpolated from observed gravity values.
 KV1286
 KV1286;                    North         East    Units  Estimated Accuracy
 KV1286;SPC NJ       -   221,670.      119,590.      MT  (+/- 180 meters Scaled)
 KV1286
 KV1286                          SUPERSEDED SURVEY CONTROL
 KV1286
 KV1286  NGVD 29 (??/??/??)  174.079  (m)          571.12   (f) ADJUSTED    2 0
 KV1286
 KV1286.Superseded values are not recommended for survey control.
 KV1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1286.See file dsdata.txt to determine how the superseded data were derived.
 KV1286
 KV1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL117198(NAD 83)
 KV1286_MARKER: DB = BENCH MARK DISK
 KV1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1286_STAMPING: H 25 1942
 KV1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1286+STABILITY: SURFACE MOTION
 KV1286
 KV1286  HISTORY     - Date     Condition        Report By
 KV1286  HISTORY     - 1942     MONUMENTED       CGS
 KV1286  HISTORY     - 19950317 MARK NOT FOUND   NJGS
 KV1286
 KV1286                          STATION DESCRIPTION
 KV1286
 KV1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1286'2.4 MI SW FROM HACKETTSTOWN.
 KV1286'2.4 MILES SOUTHWEST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1286'RAILROAD FROM THE STATION AT HACKETTSTOWN, WARREN COUNTY, 58.2
 KV1286'FEET SOUTHEAST ACROSS THE TRACKS FROM MILEPOST 59, 55.4 FEET EAST
 KV1286'OF THE CENTER OF A MACADAM-ROAD CROSSING, 35 FEET SOUTHEAST OF
 KV1286'THE CENTERLINE OF THE EAT-BOUND TRACK, AND ABOUT LEVEL WITH THE
 KV1286'TRACK.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS
 KV1286'NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE
 KV1286'ERIE LACKAWANNA RAILROAD.
 KV1286
 KV1286                          STATION RECOVERY (1995)
 KV1286
 KV1286'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1286'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV1286'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1177 ***********************************************************************
 KV1177  DESIGNATION -  H 26
 KV1177  PID         -  KV1177
 KV1177  STATE/COUNTY-  NJ/SOMERSET
 KV1177  USGS QUAD   -  BOUND BROOK (1995)
 KV1177
 KV1177                         *CURRENT SURVEY CONTROL
 KV1177  ___________________________________________________________________
 KV1177* NAD 83(1986)-  40 33 48.     (N)    074 36 07.     (W)     SCALED    
 KV1177* NAVD 88     -        20.876  (meters)      68.49   (feet)  ADJUSTED  
 KV1177  ___________________________________________________________________
 KV1177  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KV1177  DYNAMIC HT  -          20.867 (meters)      68.46  (feet)  COMP
 KV1177  MODELED GRAV-     980,173.8   (mgal)                       NAVD 88
 KV1177
 KV1177  VERT ORDER  -  FIRST     CLASS II
 KV1177
 KV1177.The horizontal coordinates were scaled from a topographic map and have
 KV1177.an estimated accuracy of +/- 6 seconds.
 KV1177
 KV1177.The orthometric height was determined by differential leveling
 KV1177.and adjusted by the National Geodetic Survey in June 1991..
 KV1177
 KV1177.The geoid height was determined by GEOID03.
 KV1177
 KV1177.The dynamic height is computed by dividing the NAVD 88
 KV1177.geopotential number by the normal gravity value computed on the
 KV1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1177.degrees latitude (g = 980.6199 gals.).
 KV1177
 KV1177.The modeled gravity was interpolated from observed gravity values.
 KV1177
 KV1177;                    North         East    Units  Estimated Accuracy
 KV1177;SPC NJ       -   192,070.      141,370.      MT  (+/- 180 meters Scaled)
 KV1177
 KV1177                          SUPERSEDED SURVEY CONTROL
 KV1177
 KV1177  NGVD 29 (01/10/92)   21.151  (m)           69.39   (f) ADJUSTED    1 2
 KV1177
 KV1177.Superseded values are not recommended for survey control.
 KV1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1177.See file dsdata.txt to determine how the superseded data were derived.
 KV1177
 KV1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK336903(NAD 83)
 KV1177_MARKER: DB = BENCH MARK DISK
 KV1177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1177_SP_SET: BRIDGE WINGWALL
 KV1177_STAMPING: H 26 1942
 KV1177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1177
 KV1177  HISTORY     - Date     Condition        Report By
 KV1177  HISTORY     - 1942     MONUMENTED       CGS
 KV1177  HISTORY     - 1971     GOOD             USGS
 KV1177  HISTORY     - 1978     GOOD             NGS
 KV1177  HISTORY     - 1989     GOOD             USPSQD
 KV1177  HISTORY     - 19981115 GOOD             USPSQD
 KV1177  HISTORY     - 20031122 GOOD             USPSQD
 KV1177  HISTORY     - 20050416 GOOD             USPSQD
 KV1177
 KV1177                          STATION DESCRIPTION
 KV1177
 KV1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1177'0.8 MI E FROM SOMERVILLE.
 KV1177'0.8 MILE EAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE
 KV1177'STATION AT SOMERVILLE, SOMERSET COUNTY, 2 1/2 RAILS WEST OF
 KV1177'MILEPOST 34, AT A BRIDGE OVER A TAR ROAD, IN THE TOP OF THE
 KV1177'NORTHWEST WING WALL, AND ABOUT LEVEL WITH THE TRACK.
 KV1177
 KV1177                          STATION RECOVERY (1971)
 KV1177
 KV1177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KV1177'RECOVERED IN GOOD CONDITION.
 KV1177
 KV1177                          STATION RECOVERY (1978)
 KV1177
 KV1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1177'RECOVERED IN GOOD CONDITION.
 KV1177
 KV1177                          STATION RECOVERY (1989)
 KV1177
 KV1177'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBD)
 KV1177'RECOVERED IN GOOD CONDITION.
 KV1177
 KV1177                          STATION RECOVERY (1998)
 KV1177
 KV1177'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV1177'RECOVERED IN GOOD CONDITION.
 KV1177
 KV1177                          STATION RECOVERY (2003)
 KV1177
 KV1177'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV1177'RECOVERED IN GOOD CONDITION.
 KV1177
 KV1177                          STATION RECOVERY (2005)
 KV1177
 KV1177'RECOVERY NOTE BY US POWER SQUADRON 2005 (PW)
 KV1177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1358 ***********************************************************************
 KV1358  DESIGNATION -  H 27
 KV1358  PID         -  KV1358
 KV1358  STATE/COUNTY-  NJ/HUNTERDON
 KV1358  USGS QUAD   -  PITTSTOWN (1970)
 KV1358
 KV1358                         *CURRENT SURVEY CONTROL
 KV1358  ___________________________________________________________________
 KV1358* NAD 83(1986)-  40 33 24.     (N)    074 58 52.     (W)     SCALED    
 KV1358* NAVD 88     -       166.216  (meters)     545.33   (feet)  ADJUSTED  
 KV1358  ___________________________________________________________________
 KV1358  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KV1358  DYNAMIC HT  -         166.136 (meters)     545.06  (feet)  COMP
 KV1358  MODELED GRAV-     980,139.0   (mgal)                       NAVD 88
 KV1358
 KV1358  VERT ORDER  -  SECOND    CLASS 0
 KV1358
 KV1358.The horizontal coordinates were scaled from a topographic map and have
 KV1358.an estimated accuracy of +/- 6 seconds.
 KV1358
 KV1358.The orthometric height was determined by differential leveling
 KV1358.and adjusted by the National Geodetic Survey in June 1991..
 KV1358
 KV1358.The geoid height was determined by GEOID03.
 KV1358
 KV1358.The dynamic height is computed by dividing the NAVD 88
 KV1358.geopotential number by the normal gravity value computed on the
 KV1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1358.degrees latitude (g = 980.6199 gals.).
 KV1358
 KV1358.The modeled gravity was interpolated from observed gravity values.
 KV1358
 KV1358;                    North         East    Units  Estimated Accuracy
 KV1358;SPC NJ       -   191,430.      109,260.      MT  (+/- 180 meters Scaled)
 KV1358
 KV1358                          SUPERSEDED SURVEY CONTROL
 KV1358
 KV1358  NGVD 29 (??/??/??)  166.465  (m)          546.14   (f) ADJUSTED    2 0
 KV1358
 KV1358.Superseded values are not recommended for survey control.
 KV1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1358.See file dsdata.txt to determine how the superseded data were derived.
 KV1358
 KV1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK015895(NAD 83)
 KV1358_MARKER: DB = BENCH MARK DISK
 KV1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1358_STAMPING: H 27 1942
 KV1358_MARK LOGO: CGS   
 KV1358_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1358+STABILITY: SURFACE MOTION
 KV1358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1358+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1995
 KV1358
 KV1358  HISTORY     - Date     Condition        Report By
 KV1358  HISTORY     - 1942     MONUMENTED       CGS
 KV1358  HISTORY     - 19951208 GOOD             NJGS
 KV1358
 KV1358                          STATION DESCRIPTION
 KV1358
 KV1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1358'2.5 SW FROM PITTSTOWN.
 KV1358'1.8 MILES SOUTH ALONG A TAR ROAD FROM THE LEHIGH VALLEY RAILROAD
 KV1358'STATION AT PITTSTOWN, HUNTERDON COUNTY, THENCE 0.7 MILE WEST ALONG
 KV1358'THE BAPTISTOWN ROAD, AT A 2-STORY FARMHOUSE OPPOSITE A 2-STORY RED
 KV1358'BRICK HOUSE, 32 FEET WEST OF THE SOUTHWEST CORNER OF THE YARD,
 KV1358'23.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 12 FEET WEST OF THE
 KV1358'CENTERLINE OF A DRIVEWAY, 4 FEET NORTHEAST OF POWER-TRANSMISSION
 KV1358'LINEPOLE FT233, AND 2 FEET WEST OF A WITNESS POST.
 KV1358
 KV1358                          STATION RECOVERY (1995)
 KV1358
 KV1358'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1358'THE STATION IS LOCATED IN ALEXANDRIA TOWNSHIP APPROXIMATELY 7 AIR
 KV1358'MILES WEST NORTHWEST FROM FLEMINGTON.  TO REACH THE STATION FROM THE
 KV1358'INTERSECTION OF STATE ROUTE 12 AND COUNTY ROAD 579 IN DELAWARE
 KV1358'TOWNSHIP, GO WEST ON STATE ROUTE 12 FOR 1.4 MI (2.3 KM) TO THE TEE
 KV1358'INTERSECTION WITH PITTSTOWN ROAD ON THE RIGHT.  TURN RIGHT AND GO
 KV1358'NORTH ON PITTSTOWN ROAD FOR 3.8 MI (6.1 KM) TO THE TEE INTERSECTION
 KV1358'WITH BAKER ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON BAKER ROAD FOR
 KV1358'0.7 MI (1.1 KM) TO THE STATION ON THE RIGHT.  THE STATION IS 23.5 FT
 KV1358'(7.2 M) NORTHWEST FROM THE CENTERLINE OF BAKER ROAD, 5.9 FT (1.8 M)
 KV1358'NORTHEAST FROM POLE NUMBER NJ 233 FT, (71.0 M) 15.0 FT (4.6 M) WEST
 KV1358'FROM THE CENTERLINE OF A DRIVEWAY LEADING TO A TWO STORY FRAME HOUSE,
 KV1358'NUMBER 56, ON THE NORTH SIDE OF BAKER ROAD, 61.4 FT (18.7 M) NORTHWEST
 KV1358'OF THE EAST PILLAR OF A STONE AND MASONRY ENTRANCE GATE ON THE SOUTH
 KV1358'SIDE OF BAKER ROAD, 56.1 FT (17.1 M) NORTH NORTHWEST FROM THE WEST
 KV1358'PILLAR OF A STONE AND MASONRY ENTRANCE GATE ON THE SOUTH SIDE OF BAKER
 KV1358'ROAD AND 64.8 FT (19.8 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE TWO
 KV1358'STORY FRAME HOUSE,  SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1384 ***********************************************************************
 KV1384  DESIGNATION -  H 29
 KV1384  PID         -  KV1384
 KV1384  STATE/COUNTY-  NJ/HUNTERDON
 KV1384  USGS QUAD   -  FLEMINGTON (1977)
 KV1384
 KV1384                         *CURRENT SURVEY CONTROL
 KV1384  ___________________________________________________________________
 KV1384* NAD 83(1986)-  40 35 08.     (N)    074 47 31.     (W)     SCALED    
 KV1384* NAVD 88     -        57.978  (meters)     190.22   (feet)  ADJUSTED  
 KV1384  ___________________________________________________________________
 KV1384  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KV1384  DYNAMIC HT  -          57.952 (meters)     190.13  (feet)  COMP
 KV1384  MODELED GRAV-     980,171.4   (mgal)                       NAVD 88
 KV1384
 KV1384  VERT ORDER  -  SECOND    CLASS 0
 KV1384
 KV1384.The horizontal coordinates were scaled from a topographic map and have
 KV1384.an estimated accuracy of +/- 6 seconds.
 KV1384
 KV1384.The orthometric height was determined by differential leveling
 KV1384.and adjusted by the National Geodetic Survey in June 1991..
 KV1384
 KV1384.The geoid height was determined by GEOID03.
 KV1384
 KV1384.The dynamic height is computed by dividing the NAVD 88
 KV1384.geopotential number by the normal gravity value computed on the
 KV1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1384.degrees latitude (g = 980.6199 gals.).
 KV1384
 KV1384.The modeled gravity was interpolated from observed gravity values.
 KV1384
 KV1384;                    North         East    Units  Estimated Accuracy
 KV1384;SPC NJ       -   194,570.      125,290.      MT  (+/- 180 meters Scaled)
 KV1384
 KV1384                          SUPERSEDED SURVEY CONTROL
 KV1384
 KV1384  NGVD 29 (??/??/??)   58.227  (m)          191.03   (f) ADJUSTED    2 0
 KV1384
 KV1384.Superseded values are not recommended for survey control.
 KV1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1384.See file dsdata.txt to determine how the superseded data were derived.
 KV1384
 KV1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK176927(NAD 83)
 KV1384_MARKER: DB = BENCH MARK DISK
 KV1384_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1384_SP_SET: BRIDGE WALL
 KV1384_STAMPING: H 29 1942
 KV1384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1384
 KV1384  HISTORY     - Date     Condition        Report By
 KV1384  HISTORY     - 1942     MONUMENTED       CGS
 KV1384  HISTORY     - 19981115 GOOD             USPSQD
 KV1384  HISTORY     - 20031122 GOOD             USPSQD
 KV1384
 KV1384                          STATION DESCRIPTION
 KV1384
 KV1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1384'2.4 MI SW FROM WHITE HOUSE STATION.
 KV1384'2.4 MILES SOUTHWEST ALONG A TAR ROAD FROM THE LEHIGH VALLEY
 KV1384'RAILROAD STATION AT WHITE HOUSE STATION, HUNTERDON COUNTY, AT A
 KV1384'SMALL CONCRETE ARCH BRIDGE OVER A STREAM, IN THE TOP OF THE NORTH
 KV1384'WING WALL, AND ABOUT 2 FEET HIGHER THAN THE PAVEMENT.
 KV1384
 KV1384                          STATION RECOVERY (1998)
 KV1384
 KV1384'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV1384'RECOVERED IN GOOD CONDITION.
 KV1384
 KV1384                          STATION RECOVERY (2003)
 KV1384
 KV1384'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV1384'TAR ROAD IS NAMED ROUTE 523 SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6487 ***********************************************************************
 KV6487  DESIGNATION -  H 3 NY
 KV6487  PID         -  KV6487
 KV6487  STATE/COUNTY-  NJ/UNION
 KV6487  USGS QUAD   -  ELIZABETH (1995)
 KV6487
 KV6487                         *CURRENT SURVEY CONTROL
 KV6487  ___________________________________________________________________
 KV6487* NAD 83(1996)-  40 38 51.70998(N)    074 10 18.21004(W)     ADJUSTED  
 KV6487* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 KV6487  ___________________________________________________________________
 KV6487  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 KV6487  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KV6487
 KV6487  HORZ ORDER  -  THIRD
 KV6487
 KV6487.The horizontal coordinates were established by classical geodetic methods
 KV6487.and adjusted by the National Geodetic Survey in September 1999..
 KV6487
 KV6487.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6487
 KV6487.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6487
 KV6487.The geoid height was determined by GEOID03.
 KV6487
 KV6487;                    North         East     Units Scale Factor Converg.
 KV6487;SPC NJ       -   201,479.884   177,763.263   MT  0.99990948   +0 12 49.8
 KV6487;SPC NJ       -   661,021.92    583,211.64   sFT  0.99990948   +0 12 49.8
 KV6487;SPC NY L     -    53,430.526   285,475.221   MT  1.00000111   -0 06 44.4
 KV6487;SPC NY L     -   175,296.65    936,596.62   sFT  1.00000111   -0 06 44.4
 KV6487;SPC NY E     -   201,479.884   177,763.263   MT  0.99990948   +0 12 49.8
 KV6487;SPC NY E     -   661,021.92    583,211.64   sFT  0.99990948   +0 12 49.8
 KV6487;UTM  18      - 4,499,979.047   570,029.156   MT  0.99966036   +0 32 22.4
 KV6487
 KV6487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6487!SPC NJ       -   1.00000477  x   0.99990948  =   0.99991425
 KV6487!SPC NY L     -   1.00000477  x   1.00000111  =   1.00000588
 KV6487!SPC NY E     -   1.00000477  x   0.99990948  =   0.99991425
 KV6487!UTM  18      -   1.00000477  x   0.99966036  =   0.99966513
 KV6487
 KV6487                          SUPERSEDED SURVEY CONTROL
 KV6487
 KV6487  NAD 83(1996)-  40 38 51.70998(N)    074 10 18.21004(W) AD(       ) 3
 KV6487  NAD 83(1986)-  40 38 51.71040(N)    074 10 18.21062(W) AD(       ) 3
 KV6487  NGVD 29 (09/24/91)    2.2    (m)            7.     (f) VERT ANG       
 KV6487
 KV6487.Superseded values are not recommended for survey control.
 KV6487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6487.See file dsdata.txt to determine how the superseded data were derived.
 KV6487
 KV6487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7002999979(NAD 83)
 KV6487_MARKER: DD = SURVEY DISK
 KV6487_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV6487+WITH SETTING: PAVEMENT
 KV6487_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6487+STABILITY: SURFACE MOTION
 KV6487
 KV6487  HISTORY     - Date     Condition        Report By
 KV6487  HISTORY     - 1980     MONUMENTED       NOS
 KV6487  HISTORY     - 1985     GOOD             B+OINC
 KV6487
 KV6487                          STATION DESCRIPTION
 KV6487
 KV6487'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6487'STATION IS LOCATED ON THE CONCRETE SLAB THAT SUPPORTS COAST GUARD NAV
 KV6487'AID NO 1824 AT THE NORTHEAST END OF THE ARTHUR KILL RIVER AND THE
 KV6487'SOUTHEAST CORNER OF NEWARK BAY.  IT IS ABOUT 0.5 MILE NW OF SHOOTERS
 KV6487'ISLAND, 0.35 MILE SOUTH OF THE SINGER PLANT AND 1.4 MILE WEST OF
 KV6487'BERGEN POINT.
 KV6487'
 KV6487'MARK IS A 3-INCH BRASS DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE
 KV6487'BASE SUPPORTING THE NAV AID AND AT THE CENTER OF THE TOWER.  THE MARK
 KV6487'IS A NOS STATION MARK DISK STAMPED---H 3 NY 1980, NO DESCRIPTION OR
 KV6487'DATA COULD BE FOUND IN THE NGS DATABASE, THEREFORE IT IS TREATED AS A
 KV6487'NEW STATION.
 KV6487'
 KV6487'STATION WAS REACHED BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0771 ***********************************************************************
 LY0771  DESIGNATION -  H 30
 LY0771  PID         -  LY0771
 LY0771  STATE/COUNTY-  NJ/SUSSEX
 LY0771  USGS QUAD   -  NEWTON WEST (1994)
 LY0771
 LY0771                         *CURRENT SURVEY CONTROL
 LY0771  ___________________________________________________________________
 LY0771* NAD 83(1986)-  41 03 52.     (N)    074 51 10.     (W)     SCALED    
 LY0771* NAVD 88     -       147.711  (meters)     484.62   (feet)  ADJUSTED  
 LY0771  ___________________________________________________________________
 LY0771  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 LY0771  DYNAMIC HT  -         147.646 (meters)     484.40  (feet)  COMP
 LY0771  MODELED GRAV-     980,181.5   (mgal)                       NAVD 88
 LY0771
 LY0771  VERT ORDER  -  SECOND    CLASS 0
 LY0771
 LY0771.The horizontal coordinates were scaled from a topographic map and have
 LY0771.an estimated accuracy of +/- 6 seconds.
 LY0771
 LY0771.The orthometric height was determined by differential leveling
 LY0771.and adjusted by the National Geodetic Survey in June 1991..
 LY0771
 LY0771.The geoid height was determined by GEOID03.
 LY0771
 LY0771.The dynamic height is computed by dividing the NAVD 88
 LY0771.geopotential number by the normal gravity value computed on the
 LY0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0771.degrees latitude (g = 980.6199 gals.).
 LY0771
 LY0771.The modeled gravity was interpolated from observed gravity values.
 LY0771
 LY0771;                    North         East    Units  Estimated Accuracy
 LY0771;SPC NJ       -   247,760.      120,350.      MT  (+/- 180 meters Scaled)
 LY0771
 LY0771                          SUPERSEDED SURVEY CONTROL
 LY0771
 LY0771  NGVD 29 (??/??/92)  147.914  (m)          485.28   (f) ADJ UNCH    2 0
 LY0771
 LY0771.Superseded values are not recommended for survey control.
 LY0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0771.See file dsdata.txt to determine how the superseded data were derived.
 LY0771
 LY0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL123459(NAD 83)
 LY0771_MARKER: DB = BENCH MARK DISK
 LY0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0771_STAMPING: H 30 1942
 LY0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0771+STABILITY: SURFACE MOTION
 LY0771
 LY0771  HISTORY     - Date     Condition        Report By
 LY0771  HISTORY     - 1942     MONUMENTED       CGS
 LY0771  HISTORY     - 1984     MARK NOT FOUND   NJGS
 LY0771
 LY0771                          STATION DESCRIPTION
 LY0771
 LY0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0771'1 MI NE FROM MIDDLEVILLE.
 LY0771'1.0 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0771'AT MIDDLEVILLE, AT THE WALDRON HOUSE HOTEL, ABOUT 125 FEET SOUTH
 LY0771'OF THE SOUTH CORNER, ACROSS THE ROAD FROM THE GARAGE, ALONG A
 LY0771'ROW OF 4-INCH MAPLE TREES, 43 FEET SOUTHEAST OF THE CENTER LINE
 LY0771'OF THE ROAD, 17 FEET SOUTH OF THE SOUTH CORNER OF A SMALL
 LY0771'ADDITION TO A LARGE STORAGE HOUSE, AND 1.2 FEET NORTHWEST OF A
 LY0771'STANDARD REFERENCE POST.  A STANDARD DISK, SET IN THE TOP OF A
 LY0771'CONCRETE POST.
 LY0771
 LY0771                          STATION RECOVERY (1984)
 LY0771
 LY0771'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1984
 LY0771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0480 ***********************************************************************
 LY0480  DESIGNATION -  H 31
 LY0480  PID         -  LY0480
 LY0480  STATE/COUNTY-  NJ/PASSAIC
 LY0480  USGS QUAD   -  GREENWOOD LAKE (1954)
 LY0480
 LY0480                         *CURRENT SURVEY CONTROL
 LY0480  ___________________________________________________________________
 LY0480* NAD 83(1986)-  41 07 38.     (N)    074 17 11.     (W)     SCALED    
 LY0480* NAVD 88     -       141.475  (meters)     464.16   (feet)  ADJUSTED  
 LY0480  ___________________________________________________________________
 LY0480  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 LY0480  DYNAMIC HT  -         141.417 (meters)     463.97  (feet)  COMP
 LY0480  MODELED GRAV-     980,212.1   (mgal)                       NAVD 88
 LY0480
 LY0480  VERT ORDER  -  SECOND    CLASS 0
 LY0480
 LY0480.The horizontal coordinates were scaled from a topographic map and have
 LY0480.an estimated accuracy of +/- 6 seconds.
 LY0480
 LY0480.The orthometric height was determined by differential leveling
 LY0480.and adjusted by the National Geodetic Survey in June 1991..
 LY0480
 LY0480.The geoid height was determined by GEOID03.
 LY0480
 LY0480.The dynamic height is computed by dividing the NAVD 88
 LY0480.geopotential number by the normal gravity value computed on the
 LY0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0480.degrees latitude (g = 980.6199 gals.).
 LY0480
 LY0480.The modeled gravity was interpolated from observed gravity values.
 LY0480
 LY0480;                    North         East    Units  Estimated Accuracy
 LY0480;SPC NJ       -   254,700.      167,940.      MT  (+/- 180 meters Scaled)
 LY0480
 LY0480                          SUPERSEDED SURVEY CONTROL
 LY0480
 LY0480  NGVD 29 (??/??/92)  141.712  (m)          464.93   (f) ADJ UNCH    2 0
 LY0480
 LY0480.Superseded values are not recommended for survey control.
 LY0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0480.See file dsdata.txt to determine how the superseded data were derived.
 LY0480
 LY0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL599531(NAD 83)
 LY0480_MARKER: DB = BENCH MARK DISK
 LY0480_SETTING: 66 = SET IN ROCK OUTCROP
 LY0480_SP_SET: ROCK OUTCROP
 LY0480_STAMPING: H 31 1942
 LY0480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0480+STABILITY: POSITION/ELEVATION WELL
 LY0480
 LY0480  HISTORY     - Date     Condition        Report By
 LY0480  HISTORY     - 1942     MONUMENTED       CGS
 LY0480  HISTORY     - 1966     GOOD             NGS
 LY0480  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 LY0480
 LY0480                          STATION DESCRIPTION
 LY0480
 LY0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LY0480'1.3 MI W FROM RINGWOOD.
 LY0480'1.3 MILE WEST ALONG A SURFACED ROAD FROM THE POST OFFICE AT
 LY0480'RINGWOOD, PASSAIC COUNTY, 22 FEET SOUTH OF THE CENTERLINE OF THE
 LY0480'ROAD, 52 FEET NORTHWEST OF A TRIANGULAR-BLAZED 16-INCH OAK
 LY0480'TREE, 15.5 FEET NORTHEAST OF A TRIANGULAR-BLAZED 14-INCH OAK
 LY0480'TREE, IN A ROCK OUTCROP PAINTED BM, AND ABOUT 1 1/2 FEET HIGHER
 LY0480'THAN THE ROAD.
 LY0480
 LY0480                          STATION RECOVERY (1995)
 LY0480
 LY0480'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0497 ***********************************************************************
 LY0497  DESIGNATION -  H 32
 LY0497  PID         -  LY0497
 LY0497  STATE/COUNTY-  NJ/SUSSEX
 LY0497  USGS QUAD   -  WAWAYANDA (1994)
 LY0497
 LY0497                         *CURRENT SURVEY CONTROL
 LY0497  ___________________________________________________________________
 LY0497* NAD 83(1986)-  41 12 40.     (N)    074 29 21.     (W)     SCALED    
 LY0497* NAVD 88     -       121.654  (meters)     399.13   (feet)  ADJUSTED  
 LY0497  ___________________________________________________________________
 LY0497  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 LY0497  DYNAMIC HT  -         121.603 (meters)     398.96  (feet)  COMP
 LY0497  MODELED GRAV-     980,207.0   (mgal)                       NAVD 88
 LY0497
 LY0497  VERT ORDER  -  SECOND    CLASS 0
 LY0497
 LY0497.The horizontal coordinates were scaled from a topographic map and have
 LY0497.an estimated accuracy of +/- 6 seconds.
 LY0497
 LY0497.The orthometric height was determined by differential leveling
 LY0497.and adjusted by the National Geodetic Survey in June 1991..
 LY0497
 LY0497.The geoid height was determined by GEOID03.
 LY0497
 LY0497.The dynamic height is computed by dividing the NAVD 88
 LY0497.geopotential number by the normal gravity value computed on the
 LY0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0497.degrees latitude (g = 980.6199 gals.).
 LY0497
 LY0497.The modeled gravity was interpolated from observed gravity values.
 LY0497
 LY0497;                    North         East    Units  Estimated Accuracy
 LY0497;SPC NJ       -   263,990.      150,910.      MT  (+/- 180 meters Scaled)
 LY0497
 LY0497                          SUPERSEDED SURVEY CONTROL
 LY0497
 LY0497  NGVD 29 (??/??/92)  121.864  (m)          399.82   (f) ADJ UNCH    2 0
 LY0497
 LY0497.Superseded values are not recommended for survey control.
 LY0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0497.See file dsdata.txt to determine how the superseded data were derived.
 LY0497
 LY0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL428623(NAD 83)
 LY0497_MARKER: DB = BENCH MARK DISK
 LY0497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0497_SP_SET: BRIDGE
 LY0497_STAMPING: H 32 1942
 LY0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0497
 LY0497  HISTORY     - Date     Condition        Report By
 LY0497  HISTORY     - 1942     MONUMENTED       CGS
 LY0497  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LY0497
 LY0497                          STATION DESCRIPTION
 LY0497
 LY0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0497'1 MI NW FROM VERNON.
 LY0497'1.0 MILE NORTHWEST ALONG A SURFACED ROAD FROM THE POST OFFICE
 LY0497'AT VERNON, SUSSEX COUNTY, AT A STEEL RAILED BRIDGE, IN THE
 LY0497'TOP OF THE NORTHEAST WING WALL, AT THE NORTHWEST EDGE OF A SWAMP,
 LY0497'12.5 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 16 FEET
 LY0497'SOUTH OF A GATEPOST.
 LY0497
 LY0497                          STATION RECOVERY (1984)
 LY0497
 LY0497'RECOVERY NOTE BY US POWER SQUADRON 1984
 LY0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0464 ***********************************************************************
 LY0464  DESIGNATION -  H 33
 LY0464  PID         -  LY0464
 LY0464  STATE/COUNTY-  NJ/PASSAIC
 LY0464  USGS QUAD   -  WANAQUE (1971)
 LY0464
 LY0464                         *CURRENT SURVEY CONTROL
 LY0464  ___________________________________________________________________
 LY0464* NAD 83(1986)-  41 00 26.     (N)    074 16 32.     (W)     SCALED    
 LY0464* NAVD 88     -        64.918  (meters)     212.99   (feet)  ADJUSTED  
 LY0464  ___________________________________________________________________
 LY0464  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LY0464  DYNAMIC HT  -          64.891 (meters)     212.90  (feet)  COMP
 LY0464  MODELED GRAV-     980,213.7   (mgal)                       NAVD 88
 LY0464
 LY0464  VERT ORDER  -  SECOND    CLASS 0
 LY0464
 LY0464.The horizontal coordinates were scaled from a topographic map and have
 LY0464.an estimated accuracy of +/- 6 seconds.
 LY0464
 LY0464.The orthometric height was determined by differential leveling
 LY0464.and adjusted by the National Geodetic Survey in June 1991..
 LY0464
 LY0464.The geoid height was determined by GEOID03.
 LY0464
 LY0464.The dynamic height is computed by dividing the NAVD 88
 LY0464.geopotential number by the normal gravity value computed on the
 LY0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0464.degrees latitude (g = 980.6199 gals.).
 LY0464
 LY0464.The modeled gravity was interpolated from observed gravity values.
 LY0464
 LY0464;                    North         East    Units  Estimated Accuracy
 LY0464;SPC NJ       -   241,370.      168,880.      MT  (+/- 180 meters Scaled)
 LY0464
 LY0464                          SUPERSEDED SURVEY CONTROL
 LY0464
 LY0464  NGVD 29 (??/??/92)   65.171  (m)          213.82   (f) ADJ UNCH    2 0
 LY0464
 LY0464.Superseded values are not recommended for survey control.
 LY0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0464.See file dsdata.txt to determine how the superseded data were derived.
 LY0464
 LY0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL609398(NAD 83)
 LY0464_MARKER: DB = BENCH MARK DISK
 LY0464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0464_SP_SET: LAMP STANDARD BASE
 LY0464_STAMPING: H 33 1942
 LY0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0464
 LY0464  HISTORY     - Date     Condition        Report By
 LY0464  HISTORY     - 1942     MONUMENTED       CGS
 LY0464
 LY0464                          STATION DESCRIPTION
 LY0464
 LY0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0464'0.9 MI E FROM POMPTON LAKES.
 LY0464'ABOUT 0.9 MILE EAST ALONG A SURFACED ROAD FROM THE NEW YORK,
 LY0464'SUSQUEHANNA AND WESTERN RAILROAD STATION AT POMPTON LAKES,
 LY0464'PASSAIC COUNTY, AT THE NORTHWEST END OF THE BRIDGE OVER POMPTON
 LY0464'LAKE, IN THE TOP OF THE SOUTHWEST RAILING, 33.5 FEET WEST OF THE
 LY0464'CENTER LINE OF THE ROAD, AND AT THE BASE OF A LAMP STANDARD.
 LY0464'A STANDARD DISK, STAMPED H 33 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0839 ***********************************************************************
 LY0839  DESIGNATION -  H 34
 LY0839  PID         -  LY0839
 LY0839  STATE/COUNTY-  NJ/SUSSEX
 LY0839  USGS QUAD   -  BRANCHVILLE (1995)
 LY0839
 LY0839                         *CURRENT SURVEY CONTROL
 LY0839  ___________________________________________________________________
 LY0839* NAD 83(1986)-  41 08 04.     (N)    074 42 35.     (W)     SCALED    
 LY0839* NAVD 88     -       150.168  (meters)     492.68   (feet)  ADJUSTED  
 LY0839  ___________________________________________________________________
 LY0839  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 LY0839  DYNAMIC HT  -         150.104 (meters)     492.47  (feet)  COMP
 LY0839  MODELED GRAV-     980,196.1   (mgal)                       NAVD 88
 LY0839
 LY0839  VERT ORDER  -  SECOND    CLASS 0
 LY0839
 LY0839.The horizontal coordinates were scaled from a topographic map and have
 LY0839.an estimated accuracy of +/- 6 seconds.
 LY0839
 LY0839.The orthometric height was determined by differential leveling
 LY0839.and adjusted by the National Geodetic Survey in June 1991..
 LY0839
 LY0839.The geoid height was determined by GEOID03.
 LY0839
 LY0839.The dynamic height is computed by dividing the NAVD 88
 LY0839.geopotential number by the normal gravity value computed on the
 LY0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0839.degrees latitude (g = 980.6199 gals.).
 LY0839
 LY0839.The modeled gravity was interpolated from observed gravity values.
 LY0839
 LY0839;                    North         East    Units  Estimated Accuracy
 LY0839;SPC NJ       -   255,500.      132,390.      MT  (+/- 180 meters Scaled)
 LY0839
 LY0839                          SUPERSEDED SURVEY CONTROL
 LY0839
 LY0839  NGVD 29 (??/??/92)  150.366  (m)          493.33   (f) ADJ UNCH    2 0
 LY0839
 LY0839.Superseded values are not recommended for survey control.
 LY0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0839.See file dsdata.txt to determine how the superseded data were derived.
 LY0839
 LY0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL243537(NAD 83)
 LY0839_MARKER: DB = BENCH MARK DISK
 LY0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0839_STAMPING: H 34 1942
 LY0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0839+STABILITY: SURFACE MOTION
 LY0839
 LY0839  HISTORY     - Date     Condition        Report By
 LY0839  HISTORY     - 1942     MONUMENTED       CGS
 LY0839
 LY0839                          STATION DESCRIPTION
 LY0839
 LY0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0839'0.9 MI NE FROM AUGUSTA.
 LY0839'0.9 MILE NORTHEAST ALONG THE LEHIGH AND NEW ENGLAND RAILROAD
 LY0839'FROM THE POST OFFICE AT AUGUSTA, AT A DIRT ROAD CROSSING, 28 FEET
 LY0839'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 25.5 FEET NORTHWEST
 LY0839'OF THE NORTHWEST RAIL OF THE TRACK, 2.3 FEET SOUTHEAST OF THE
 LY0839'RIGHT-OF-WAY FENCE, AND 1.2 FEET NORTHEAST OF A STANDARD
 LY0839'REFERENCE POST.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 LY0839'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0806 ***********************************************************************
 LY0806  DESIGNATION -  H 35
 LY0806  PID         -  LY0806
 LY0806  STATE/COUNTY-  NJ/SUSSEX
 LY0806  USGS QUAD   -  BRANCHVILLE (1995)
 LY0806
 LY0806                         *CURRENT SURVEY CONTROL
 LY0806  ___________________________________________________________________
 LY0806* NAD 83(1986)-  41 08 26.     (N)    074 44 38.     (W)     SCALED    
 LY0806* NAVD 88     -       165.107  (meters)     541.69   (feet)  ADJUSTED  
 LY0806  ___________________________________________________________________
 LY0806  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 LY0806  DYNAMIC HT  -         165.036 (meters)     541.46  (feet)  COMP
 LY0806  MODELED GRAV-     980,188.6   (mgal)                       NAVD 88
 LY0806
 LY0806  VERT ORDER  -  SECOND    CLASS 0
 LY0806
 LY0806.The horizontal coordinates were scaled from a topographic map and have
 LY0806.an estimated accuracy of +/- 6 seconds.
 LY0806
 LY0806.The orthometric height was determined by differential leveling
 LY0806.and adjusted by the National Geodetic Survey in June 1991..
 LY0806
 LY0806.The geoid height was determined by GEOID03.
 LY0806
 LY0806.The dynamic height is computed by dividing the NAVD 88
 LY0806.geopotential number by the normal gravity value computed on the
 LY0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0806.degrees latitude (g = 980.6199 gals.).
 LY0806
 LY0806.The modeled gravity was interpolated from observed gravity values.
 LY0806
 LY0806;                    North         East    Units  Estimated Accuracy
 LY0806;SPC NJ       -   256,180.      129,530.      MT  (+/- 180 meters Scaled)
 LY0806
 LY0806                          SUPERSEDED SURVEY CONTROL
 LY0806
 LY0806  NGVD 29 (??/??/92)  165.303  (m)          542.33   (f) ADJ UNCH    2 0
 LY0806
 LY0806.Superseded values are not recommended for survey control.
 LY0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0806.See file dsdata.txt to determine how the superseded data were derived.
 LY0806
 LY0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL214543(NAD 83)
 LY0806_MARKER: DB = BENCH MARK DISK
 LY0806_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0806_SP_SET: BRIDGE
 LY0806_STAMPING: H 35 1942
 LY0806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0806
 LY0806  HISTORY     - Date     Condition        Report By
 LY0806  HISTORY     - 1942     MONUMENTED       CGS
 LY0806  HISTORY     - 20050219 GOOD             GEOCAC
 LY0806
 LY0806                          STATION DESCRIPTION
 LY0806
 LY0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0806'AT BRANCHVILLE.
 LY0806'ON THE SOUTH EDGE OF BRANCHVILLE, AT THE STATE HIGHWAY NO. S 31
 LY0806'BRIDGE OVER THE D.L. AND W. RAILROAD.  A STANDARD DISK, SET
 LY0806'IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT, AND
 LY0806'37 FEET NORTHEAST OF THE CENTER LINE THE HIGHWAY.
 LY0806
 LY0806                          STATION RECOVERY (2005)
 LY0806
 LY0806'RECOVERY NOTE BY GEOCACHING 2005 (JRI)
 LY0806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0725 ***********************************************************************
 KV0725  DESIGNATION -  H 36
 KV0725  PID         -  KV0725
 KV0725  STATE/COUNTY-  NJ/MONMOUTH
 KV0725  USGS QUAD   -  SANDY HOOK (1981)
 KV0725
 KV0725                         *CURRENT SURVEY CONTROL
 KV0725  ___________________________________________________________________
 KV0725* NAD 83(1986)-  40 24 41.     (N)    074 02 38.     (W)     SCALED    
 KV0725* NAVD 88     -         3.580  (meters)      11.75   (feet)  ADJUSTED  
 KV0725  ___________________________________________________________________
 KV0725  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KV0725  DYNAMIC HT  -           3.578 (meters)      11.74  (feet)  COMP
 KV0725  MODELED GRAV-     980,204.9   (mgal)                       NAVD 88
 KV0725
 KV0725  VERT ORDER  -  FIRST     CLASS II
 KV0725
 KV0725.The horizontal coordinates were scaled from a topographic map and have
 KV0725.an estimated accuracy of +/- 6 seconds.
 KV0725
 KV0725.The orthometric height was determined by differential leveling
 KV0725.and adjusted by the National Geodetic Survey in June 1991..
 KV0725
 KV0725.The geoid height was determined by GEOID03.
 KV0725
 KV0725.The dynamic height is computed by dividing the NAVD 88
 KV0725.geopotential number by the normal gravity value computed on the
 KV0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0725.degrees latitude (g = 980.6199 gals.).
 KV0725
 KV0725.The modeled gravity was interpolated from observed gravity values.
 KV0725
 KV0725;                    North         East    Units  Estimated Accuracy
 KV0725;SPC NJ       -   175,290.      188,710.      MT  (+/- 180 meters Scaled)
 KV0725
 KV0725                          SUPERSEDED SURVEY CONTROL
 KV0725
 KV0725  NGVD 29 (04/16/92)    3.902  (m)           12.80   (f) ADJUSTED    1 2
 KV0725
 KV0725.Superseded values are not recommended for survey control.
 KV0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0725.See file dsdata.txt to determine how the superseded data were derived.
 KV0725
 KV0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK811738(NAD 83)
 KV0725_MARKER: DB = BENCH MARK DISK
 KV0725_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0725_SP_SET: FILTER PLANT
 KV0725_STAMPING: H 36 1952
 KV0725_MARK LOGO: CGS   
 KV0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0725+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1988
 KV0725
 KV0725  HISTORY     - Date     Condition        Report By
 KV0725  HISTORY     - 1952     MONUMENTED       CGS
 KV0725  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0725  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KV0725  HISTORY     - 19881010 SEE DESCRIPTION  NJGS
 KV0725  HISTORY     - 19970905 MARK NOT FOUND   USPSQD
 KV0725
 KV0725                          STATION DESCRIPTION
 KV0725
 KV0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0725'AT ATLANTIC HIGHLANDS.
 KV0725'AT ATLANTIC HIGHLANDS, ABOUT 0.2 MILE SOUTHWEST ALONG CENTRAL
 KV0725'RAILROAD OF NEW JERSEY FROM THE STATION, AT THE WEST END OF WEST
 KV0725'LINCOLN AVENUE, SET VERTICALLY IN THE NORTHWEST FACE AT NORTH
 KV0725'CORNER OF FILTER PLANT AT CITY WATER WORKS, 27 FEET SOUTH OF
 KV0725'SOUTH RAIL OF MAIN TRACK, 1 FOOT SOUTHWEST OF NORTH CORNER
 KV0725'AND 2 FEET ABOVE THE GROUND.
 KV0725
 KV0725                          STATION RECOVERY (1986)
 KV0725
 KV0725'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0725'MARK NOT FOUND.
 KV0725
 KV0725                          STATION RECOVERY (1988)
 KV0725
 KV0725'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV0725'THE MARK IS CONSIDERED DESTROYED. THE WATER TREATMENT PLANT HAS
 KV0725'UNDERGONE EXTENSIVE MODIFICATIONS.
 KV0725
 KV0725                          STATION RECOVERY (1997)
 KV0725
 KV0725'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV0725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0207 ***********************************************************************
 KV0207  DESIGNATION -  H 37
 KV0207  PID         -  KV0207
 KV0207  STATE/COUNTY-  NJ/MIDDLESEX
 KV0207  USGS QUAD   -  ARTHUR KILL (1981)
 KV0207
 KV0207                         *CURRENT SURVEY CONTROL
 KV0207  ___________________________________________________________________
 KV0207* NAD 83(1986)-  40 34 24.     (N)    074 13 17.     (W)     SCALED    
 KV0207* NAVD 88     -         8.338  (meters)      27.36   (feet)  ADJUSTED  
 KV0207  ___________________________________________________________________
 KV0207  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV0207  DYNAMIC HT  -           8.334 (meters)      27.34  (feet)  COMP
 KV0207  MODELED GRAV-     980,221.4   (mgal)                       NAVD 88
 KV0207
 KV0207  VERT ORDER  -  FIRST     CLASS II
 KV0207
 KV0207.The horizontal coordinates were scaled from a topographic map and have
 KV0207.an estimated accuracy of +/- 6 seconds.
 KV0207
 KV0207.The orthometric height was determined by differential leveling
 KV0207.and adjusted by the National Geodetic Survey in June 1991..
 KV0207
 KV0207.The geoid height was determined by GEOID03.
 KV0207
 KV0207.The dynamic height is computed by dividing the NAVD 88
 KV0207.geopotential number by the normal gravity value computed on the
 KV0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0207.degrees latitude (g = 980.6199 gals.).
 KV0207
 KV0207.The modeled gravity was interpolated from observed gravity values.
 KV0207
 KV0207;                    North         East    Units  Estimated Accuracy
 KV0207;SPC NJ       -   193,210.      173,590.      MT  (+/- 180 meters Scaled)
 KV0207
 KV0207                          SUPERSEDED SURVEY CONTROL
 KV0207
 KV0207  NGVD 29 (04/16/92)    8.657  (m)           28.40   (f) ADJUSTED    1 2
 KV0207
 KV0207.Superseded values are not recommended for survey control.
 KV0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0207.See file dsdata.txt to determine how the superseded data were derived.
 KV0207
 KV0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK659916(NAD 83)
 KV0207_MARKER: DB = BENCH MARK DISK
 KV0207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0207_SP_SET: BUILDING
 KV0207_STAMPING: H 37 1952
 KV0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0207
 KV0207  HISTORY     - Date     Condition        Report By
 KV0207  HISTORY     - 1952     MONUMENTED       CGS
 KV0207  HISTORY     - 1989     GOOD             USPSQD
 KV0207
 KV0207                          STATION DESCRIPTION
 KV0207
 KV0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0207'AT CARTERET.
 KV0207'AT CARTERET, AT THE JUNCTION OF ROOSEVELT AND CARTERET AVENUES,
 KV0207'SET VERTICALLY IN THE NORTHEAST FACE AT EAST CORNER OF COLUMBUS
 KV0207'SCHOOL, 1 FOOT NORTHWEST OF CORNER AND 1 1/2 FEET ABOVE GROUND.
 KV0207
 KV0207                          STATION RECOVERY (1989)
 KV0207
 KV0207'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0201 ***********************************************************************
 KV0201  DESIGNATION -  H 38
 KV0201  PID         -  KV0201
 KV0201  STATE/COUNTY-  NJ/MIDDLESEX
 KV0201  USGS QUAD   -  PERTH AMBOY (1981)
 KV0201
 KV0201                         *CURRENT SURVEY CONTROL
 KV0201  ___________________________________________________________________
 KV0201* NAD 83(1986)-  40 33 17.     (N)    074 16 40.     (W)     SCALED    
 KV0201* NAVD 88     -         5.469  (meters)      17.94   (feet)  ADJUSTED  
 KV0201  ___________________________________________________________________
 KV0201  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KV0201  DYNAMIC HT  -           5.466 (meters)      17.93  (feet)  COMP
 KV0201  MODELED GRAV-     980,214.7   (mgal)                       NAVD 88
 KV0201
 KV0201  VERT ORDER  -  FIRST     CLASS II
 KV0201
 KV0201.The horizontal coordinates were scaled from a topographic map and have
 KV0201.an estimated accuracy of +/- 6 seconds.
 KV0201
 KV0201.The orthometric height was determined by differential leveling
 KV0201.and adjusted by the National Geodetic Survey in June 1991..
 KV0201
 KV0201.The geoid height was determined by GEOID03.
 KV0201
 KV0201.The dynamic height is computed by dividing the NAVD 88
 KV0201.geopotential number by the normal gravity value computed on the
 KV0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0201.degrees latitude (g = 980.6199 gals.).
 KV0201
 KV0201.The modeled gravity was interpolated from observed gravity values.
 KV0201
 KV0201;                    North         East    Units  Estimated Accuracy
 KV0201;SPC NJ       -   191,130.      168,820.      MT  (+/- 180 meters Scaled)
 KV0201
 KV0201                          SUPERSEDED SURVEY CONTROL
 KV0201
 KV0201  NGVD 29 (04/16/92)    5.782  (m)           18.97   (f) ADJUSTED    1 2
 KV0201
 KV0201.Superseded values are not recommended for survey control.
 KV0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0201.See file dsdata.txt to determine how the superseded data were derived.
 KV0201
 KV0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK611895(NAD 83)
 KV0201_MARKER: DB = BENCH MARK DISK
 KV0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0201_SP_SET: ABUTMENT
 KV0201_STAMPING: H 38 1952
 KV0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0201+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2005
 KV0201
 KV0201  HISTORY     - Date     Condition        Report By
 KV0201  HISTORY     - 1952     MONUMENTED       CGS
 KV0201  HISTORY     - 20051221 GOOD             GEOCAC
 KV0201
 KV0201                          STATION DESCRIPTION
 KV0201
 KV0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0201'AT WOODBRIDGE.
 KV0201'AT WOODBRIDGE, SET VERTICALLY IN THE NORTHEAST FACE ON THE NORTH
 KV0201'WEST ABUTMENT OF THE PENNSYLVANIA RAILROAD OVER PASS OVER MAIN
 KV0201'STREET, 35 FEET NORTHWEST OF CENTER LINE OF MAIN STREET, AND
 KV0201'1 1/2 FEET ABOVE GROUND.
 KV0201
 KV0201                          STATION RECOVERY (2005)
 KV0201
 KV0201'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 KV0201'HANDHELD COORDINATES ARE N40-33-17.94 W074-16-38.52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7154 ***********************************************************************
 DF7154  DESIGNATION -  H 39 RESET
 DF7154  PID         -  DF7154
 DF7154  STATE/COUNTY-  NJ/MORRIS
 DF7154  USGS QUAD   -  MORRISTOWN (1981)
 DF7154
 DF7154                         *CURRENT SURVEY CONTROL
 DF7154  ___________________________________________________________________
 DF7154* NAD 83(1986)-  40 47 05.     (N)    074 25 53.     (W)     SCALED    
 DF7154* NAVD 88     -        77.304  (meters)     253.62   (feet)  ADJUSTED  
 DF7154  ___________________________________________________________________
 DF7154  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 DF7154  DYNAMIC HT  -          77.271 (meters)     253.51  (feet)  COMP
 DF7154  MODELED GRAV-     980,189.6   (mgal)                       NAVD 88
 DF7154
 DF7154  VERT ORDER  -  SECOND    CLASS II
 DF7154
 DF7154.The horizontal coordinates were scaled from a topographic map and have
 DF7154.an estimated accuracy of +/- 6 seconds.
 DF7154
 DF7154.The orthometric height was determined by differential leveling
 DF7154.and adjusted by the National Geodetic Survey in March 2005..
 DF7154.No vertical observational check was made to the station.
 DF7154
 DF7154.The geoid height was determined by GEOID03.
 DF7154
 DF7154.The dynamic height is computed by dividing the NAVD 88
 DF7154.geopotential number by the normal gravity value computed on the
 DF7154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7154.degrees latitude (g = 980.6199 gals.).
 DF7154
 DF7154.The modeled gravity was interpolated from observed gravity values.
 DF7154
 DF7154;                    North         East    Units  Estimated Accuracy
 DF7154;SPC NJ       -   216,650.      155,790.      MT  (+/- 180 meters Scaled)
 DF7154
 DF7154                          SUPERSEDED SURVEY CONTROL
 DF7154
 DF7154.No superseded survey control is available for this station.
 DF7154
 DF7154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL479150(NAD 83)
 DF7154_MARKER: DD = SURVEY DISK
 DF7154_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF7154_SP_SET: CIRCULAR PAD
 DF7154_STAMPING: H 39 1989
 DF7154_MARK LOGO: NJGS  
 DF7154_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7154+STABILITY: SURFACE MOTION
 DF7154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7154+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 DF7154
 DF7154  HISTORY     - Date     Condition        Report By
 DF7154  HISTORY     - 1989     MONUMENTED       NJGS
 DF7154  HISTORY     - 20021016 GOOD             NJGS
 DF7154
 DF7154                          STATION DESCRIPTION
 DF7154
 DF7154'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DF7154'THE STATION IS LOCATED IN THE BOROUGH OF FLORHAM PARK, AT THE
 DF7154'SOUTHWEST CORNER OF THE
 DF7154'JUNCTION OF PUNCH BOWL ROAD AND COUNTY ROAD 623  (PARK AVENUE), SET IN
 DF7154'THE BOROUGH OF
 DF7154'FLORHAM PARK SEWAGE PUMPING STATION IN THE SOUTHERLY OF TWO 10 FT
 DF7154'DIAMETER CIRCULAR
 DF7154'CONCRETE PADS, ABOUT 0.2 MI SOUTH OF PUNCH BOWL ROAD.
 DF7154' 
 DF7154'TO REACH THE STATION FROM EXIT 37 OF INTERSTATE HIGHWAY 287, GO EAST
 DF7154'ON STATE ROUTE 24
 DF7154'TO EXIT 2A (COUNTY ROAD 510) TOWARD MORRISTOWN, TAKE OFF RAMP AND GO
 DF7154'ABOUT 0.35 MI
 DF7154'WEST ON COUNTY ROAD 510 TO THE JUNCTION WITH PARK AVENUE (COUNTY ROAD
 DF7154'623), TURN LEFT
 DF7154'AND GO 0.65 MI SOUTH TO THE STATION ON THE RIGHT.
 DF7154' 
 DF7154'THE STATION IS 3.0 M SOUTHEAST OF THE NORTHEAST CORNER OF A ONE-STORY
 DF7154'PUMP STATION, 3.9
 DF7154'M NORTHEAST OF THE SOUTHEAST CORNER OF THE SAME BUILDING, ABOUT 0.1 M
 DF7154'ABOVE THE
 DF7154'GROUND.  THE FACILITY IS SURROUNDED BY A FENCE.
 DF7154' 
 DF7154' 
 DF7154'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1620 ***********************************************************************
 KU1620  DESIGNATION -  H 40
 KU1620  PID         -  KU1620
 KU1620  STATE/COUNTY-  NJ/BERGEN
 KU1620  USGS QUAD   -  YONKERS (1979)
 KU1620
 KU1620                         *CURRENT SURVEY CONTROL
 KU1620  ___________________________________________________________________
 KU1620* NAD 83(1986)-  40 56 29.     (N)    073 55 22.     (W)     SCALED    
 KU1620* NAVD 88     -       137.863  (meters)     452.31   (feet)  ADJUSTED  
 KU1620  ___________________________________________________________________
 KU1620  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 KU1620  DYNAMIC HT  -         137.813 (meters)     452.14  (feet)  COMP
 KU1620  MODELED GRAV-     980,260.8   (mgal)                       NAVD 88
 KU1620
 KU1620  VERT ORDER  -  SECOND    CLASS 0
 KU1620
 KU1620.The horizontal coordinates were scaled from a topographic map and have
 KU1620.an estimated accuracy of +/- 6 seconds.
 KU1620
 KU1620.The orthometric height was determined by differential leveling
 KU1620.and adjusted by the National Geodetic Survey in June 1991..
 KU1620
 KU1620.The geoid height was determined by GEOID03.
 KU1620
 KU1620.The dynamic height is computed by dividing the NAVD 88
 KU1620.geopotential number by the normal gravity value computed on the
 KU1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1620.degrees latitude (g = 980.6199 gals.).
 KU1620
 KU1620.The modeled gravity was interpolated from observed gravity values.
 KU1620
 KU1620;                    North         East    Units  Estimated Accuracy
 KU1620;SPC NJ       -   234,200.      198,600.      MT  (+/- 180 meters Scaled)
 KU1620
 KU1620                          SUPERSEDED SURVEY CONTROL
 KU1620
 KU1620  NGVD 29 (??/??/92)  138.173  (m)          453.32   (f) ADJ UNCH    2 0
 KU1620
 KU1620.Superseded values are not recommended for survey control.
 KU1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1620.See file dsdata.txt to determine how the superseded data were derived.
 KU1620
 KU1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL906328(NAD 83)
 KU1620_MARKER: DB = BENCH MARK DISK
 KU1620_SETTING: 80 = SET IN A BOULDER
 KU1620_SP_SET: BOULDER
 KU1620_STAMPING: H 40 1956
 KU1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1620+STABILITY: SURFACE MOTION
 KU1620
 KU1620  HISTORY     - Date     Condition        Report By
 KU1620  HISTORY     - 1956     MONUMENTED       CGS
 KU1620  HISTORY     - 19920221 MARK NOT FOUND   NJGS
 KU1620
 KU1620                          STATION DESCRIPTION
 KU1620
 KU1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU1620'0.5 MI SE FROM ALPINE.
 KU1620'0.2 MILE EAST ALONG CLOSTER DOCK ROAD FROM THE ALPINE METHODIST
 KU1620'CHURCH, 0.3 MILE SOUTH ALONG U.S. HIGHWAY 9W, AT THE JUNCTION
 KU1620'OF HILLSIDE AVENUE, (COUNTY ROAD NO. 502), 74 FEET NORTH OF THE
 KU1620'PROLONGATION OF THE CENTERLINE OF HILLSIDE AVENUE, 28.7 FEET
 KU1620'EAST OF THE CENTERLINE OF U.S. HIGHWAY 9W, 19.4 FEET NORTH OF THE
 KU1620'CENTER OF A LARGE IRON GATE, SET IN TOP OF A LARGE 8 BY 8 FOOT
 KU1620'BOULDER PROJECTING 2 FEET ABOVE THE GROUND.
 KU1620
 KU1620                          STATION RECOVERY (1992)
 KU1620
 KU1620'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KU1620'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KU1620'SEARCH BY A TWO MAN PARTY.  THE BOULDER IN WHICH THE MARK WAS SET IN
 KU1620'HAS BEEN REMOVED.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1094 ***********************************************************************
 KV1094  DESIGNATION -  H 41
 KV1094  PID         -  KV1094
 KV1094  STATE/COUNTY-  NJ/MERCER
 KV1094  USGS QUAD   -  PENNINGTON (1995)
 KV1094
 KV1094                         *CURRENT SURVEY CONTROL
 KV1094  ___________________________________________________________________
 KV1094* NAD 83(1986)-  40 15 39.     (N)    074 50 38.     (W)     SCALED    
 KV1094* NAVD 88     -        29.963  (meters)      98.30   (feet)  ADJUSTED  
 KV1094  ___________________________________________________________________
 KV1094  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KV1094  DYNAMIC HT  -          29.949 (meters)      98.26  (feet)  COMP
 KV1094  MODELED GRAV-     980,159.5   (mgal)                       NAVD 88
 KV1094
 KV1094  VERT ORDER  -  FIRST     CLASS I
 KV1094
 KV1094.The horizontal coordinates were scaled from a topographic map and have
 KV1094.an estimated accuracy of +/- 6 seconds.
 KV1094
 KV1094.The orthometric height was determined by differential leveling
 KV1094.and adjusted by the National Geodetic Survey in June 1991..
 KV1094
 KV1094.The geoid height was determined by GEOID03.
 KV1094
 KV1094.The dynamic height is computed by dividing the NAVD 88
 KV1094.geopotential number by the normal gravity value computed on the
 KV1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1094.degrees latitude (g = 980.6199 gals.).
 KV1094
 KV1094.The modeled gravity was interpolated from observed gravity values.
 KV1094
 KV1094;                    North         East    Units  Estimated Accuracy
 KV1094;SPC NJ       -   158,530.      120,750.      MT  (+/- 180 meters Scaled)
 KV1094
 KV1094                          SUPERSEDED SURVEY CONTROL
 KV1094
 KV1094  NGVD 29 (01/10/92)   30.265  (m)           99.29   (f) ADJUSTED    1 1
 KV1094
 KV1094.Superseded values are not recommended for survey control.
 KV1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1094.See file dsdata.txt to determine how the superseded data were derived.
 KV1094
 KV1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK132567(NAD 83)
 KV1094_MARKER: DB = BENCH MARK DISK
 KV1094_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV1094_SP_SET: BRIDGE GUARDRAIL
 KV1094_STAMPING: H 41 1963
 KV1094_MARK LOGO: CGS   
 KV1094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1094+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1988
 KV1094
 KV1094  HISTORY     - Date     Condition        Report By
 KV1094  HISTORY     - 1963     MONUMENTED       CGS
 KV1094  HISTORY     - 19881012 GOOD             NJGS
 KV1094
 KV1094                          STATION DESCRIPTION
 KV1094
 KV1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KV1094'2.8 MI SE FROM WASHINGTON CROSSING.
 KV1094'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE INTERSECTION
 KV1094'OF STATE HIGHWAY 546 AT WASHINGTON CROSSING, AT THE JUNCTION OF
 KV1094'A FREEWAY LEADING NORTHEAST, ON TOP OF THE EAST END OF THE
 KV1094'SOUTH CONCRETE GUARD RAIL OF THE LARGE FREEWAY BRIDGE OVER
 KV1094'STATE HIGHWAY 29 AND THE PENNSYLVANIA RAILROAD, 24.0 FEET SOUTH
 KV1094'OF THE CENTER LINE OF THE EAST BOUND LANE OF THE FREEWAY, 0.3
 KV1094'FOOT WEST OF THE EAST END OF THE GUARD RAIL AND 1.8 FEET ABOVE
 KV1094'THE LEVEL OF THE BRIDGE SIDEWALK.
 KV1094
 KV1094                          STATION RECOVERY (1988)
 KV1094
 KV1094'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1094'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1094'AT THE OVERPASS OF NORTH BOUND INTERSTATE I 95 OVER STATE HIGHWAY
 KV1094'ROUTE 175 AND THE DELAWARE RARITAN FEEDER CANAL PARK, ON TOP OF THE
 KV1094'EAST END OF THE SOUTH CONCRETE GUARDRAIL OF I 95 NORTH BOUND, 7.32 M
 KV1094'(24.0 FT) SOUTH OF THE CENTERLINE OF THE NORTH BOUND LANES, 0.08 M
 KV1094'(0.3 FT) WEST OF THE EAST END OF THE GUARDRAIL, 0.5 M (1.6 FT) ABOVE
 KV1094'LEVEL OF THE ROAD, 0.6 M (2.0 FT) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0457 ***********************************************************************
 JU0457  DESIGNATION -  H 53
 JU0457  PID         -  JU0457
 JU0457  STATE/COUNTY-  NJ/CAPE MAY
 JU0457  USGS QUAD   -  STONE HARBOR (1972)
 JU0457
 JU0457                         *CURRENT SURVEY CONTROL
 JU0457  ___________________________________________________________________
 JU0457* NAD 83(1986)-  39 02 34.     (N)    074 50 45.     (W)     SCALED    
 JU0457* NAVD 88     -         6.050  (meters)      19.85   (feet)  ADJUSTED  
 JU0457  ___________________________________________________________________
 JU0457  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 JU0457  DYNAMIC HT  -           6.047 (meters)      19.84  (feet)  COMP
 JU0457  MODELED GRAV-     980,060.4   (mgal)                       NAVD 88
 JU0457
 JU0457  VERT ORDER  -  FIRST     CLASS II
 JU0457
 JU0457.The horizontal coordinates were scaled from a topographic map and have
 JU0457.an estimated accuracy of +/- 6 seconds.
 JU0457
 JU0457.The orthometric height was determined by differential leveling
 JU0457.and adjusted by the National Geodetic Survey in June 1991..
 JU0457
 JU0457.The geoid height was determined by GEOID03.
 JU0457
 JU0457.The dynamic height is computed by dividing the NAVD 88
 JU0457.geopotential number by the normal gravity value computed on the
 JU0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0457.degrees latitude (g = 980.6199 gals.).
 JU0457
 JU0457.The modeled gravity was interpolated from observed gravity values.
 JU0457
 JU0457;                    North         East    Units  Estimated Accuracy
 JU0457;SPC NJ       -    23,310.      120,060.      MT  (+/- 180 meters Scaled)
 JU0457
 JU0457                          SUPERSEDED SURVEY CONTROL
 JU0457
 JU0457  NGVD 29 (04/16/92)    6.455  (m)           21.18   (f) ADJUSTED    1 2
 JU0457
 JU0457.Superseded values are not recommended for survey control.
 JU0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0457.See file dsdata.txt to determine how the superseded data were derived.
 JU0457
 JU0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ133215(NAD 83)
 JU0457_MARKER: DB = BENCH MARK DISK
 JU0457_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU0457_SP_SET: BRIDGE ABUTMENT
 JU0457_STAMPING: H 53 1961
 JU0457_MARK LOGO: CGS   
 JU0457_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0457+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997
 JU0457
 JU0457  HISTORY     - Date     Condition        Report By
 JU0457  HISTORY     - 1961     MONUMENTED       CGS
 JU0457  HISTORY     - 1979     GOOD             NGS
 JU0457  HISTORY     - 19970813 GOOD             NJGS
 JU0457
 JU0457                          STATION DESCRIPTION
 JU0457
 JU0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0457'3.6 MI NW FROM NORTH WILDWOOD.
 JU0457'3.6 MILES NORTHWEST ON COUNTY ROAD 585 FROM THE JUNCTION OF
 JU0457'SPRUCE AND MARYLAND AVENUES IN THE NORTH PART OF NORTH WILDWOOD.
 JU0457'0.35 MILE SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 9 AND HIGHWAY
 JU0457'585 (NORTH WILDWOOD ROAD), 24 FEET SOUTHWEST OF THE CENTER LINE
 JU0457'OF HIGHWAY 585 AND SET IN A VERTICAL DRILL HOLE IN THE BOTTOM OF
 JU0457'THE SOUTHWEST WALL AT THE SOUTHEAST END OF THE NORTHEAST BOUND
 JU0457'LANE OF THE GARDEN STATE PARKWAY OVERPASS OVER HIGHWAY 585 AND
 JU0457'1.5 ABOVE THE LEVEL OF THE GROUND.
 JU0457
 JU0457                          STATION RECOVERY (1979)
 JU0457
 JU0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0457'RECOVERED IN GOOD CONDITION.
 JU0457
 JU0457                          STATION RECOVERY (1997)
 JU0457
 JU0457'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU0457'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4453 ***********************************************************************
 KV4453  DESIGNATION -  H 53 NY
 KV4453  PID         -  KV4453
 KV4453  STATE/COUNTY-  NJ/HUDSON
 KV4453  USGS QUAD   -  JERSEY CITY (1981)
 KV4453
 KV4453                         *CURRENT SURVEY CONTROL
 KV4453  ___________________________________________________________________
 KV4453* NAD 83(1996)-  40 40 33.21814(N)    074 03 33.35736(W)     ADJUSTED  
 KV4453* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 KV4453  ___________________________________________________________________
 KV4453  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 KV4453  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KV4453
 KV4453  HORZ ORDER  -  THIRD
 KV4453
 KV4453.The horizontal coordinates were established by classical geodetic methods
 KV4453.and adjusted by the National Geodetic Survey in September 1999..
 KV4453
 KV4453.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV4453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV4453
 KV4453.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4453
 KV4453.The geoid height was determined by GEOID03.
 KV4453
 KV4453;                    North         East     Units Scale Factor Converg.
 KV4453;SPC NJ       -   204,652.334   187,258.618   MT  0.99991708   +0 17 14.2
 KV4453;SPC NJ       -   671,430.20    614,364.32   sFT  0.99991708   +0 17 14.2
 KV4453;SPC NY L     -    56,549.156   294,989.307   MT  0.99999950   -0 02 19.6
 KV4453;SPC NY L     -   185,528.36    967,810.75   sFT  0.99999950   -0 02 19.6
 KV4453;UTM  18      - 4,503,204.654   579,504.002   MT  0.99967780   +0 36 47.5
 KV4453
 KV4453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4453!SPC NJ       -   1.00000471  x   0.99991708  =   0.99992179
 KV4453!SPC NY L     -   1.00000471  x   0.99999950  =   1.00000421
 KV4453!UTM  18      -   1.00000471  x   0.99967780  =   0.99968251
 KV4453
 KV4453:                Primary Azimuth Mark                     Grid Az
 KV4453:SPC NJ       -  H 55 NY                                  042 12 20.5
 KV4453:SPC NY L     -  H 55 NY                                  042 31 54.3
 KV4453:UTM  18      -  H 55 NY                                  041 52 47.2
 KV4453
 KV4453|---------------------------------------------------------------------|
 KV4453| PID    Reference Object                     Distance      Geod. Az  |
 KV4453|                                                           dddmmss.s |
 KV4453| KV4452 H 55 NY                             APPROX. 1.9 KM 0422934.7 |
 KV4453| KV4448 WORLD TRADE CENTER ANTENNA          APPROX. 5.6 KM 0440328.4 |
 KV4453|---------------------------------------------------------------------|
 KV4453
 KV4453                          SUPERSEDED SURVEY CONTROL
 KV4453
 KV4453  NAD 83(1996)-  40 40 33.21814(N)    074 03 33.35736(W) AD(       ) 3
 KV4453  NAD 83(1996)-  40 40 33.21775(N)    074 03 33.35771(W) AD(       ) 3
 KV4453  NAD 83(1992)-  40 40 33.21765(N)    074 03 33.35793(W) AD(       ) 3
 KV4453  NAD 83(1986)-  40 40 33.21771(N)    074 03 33.35804(W) AD(       ) 3
 KV4453  NAD 27      -  40 40 32.84731(N)    074 03 34.84606(W) AD(       ) 3
 KV4453  NGVD 29 (07/19/86)    2.3    (m)            8.     (f) VERT ANG       
 KV4453
 KV4453.Superseded values are not recommended for survey control.
 KV4453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4453.See file dsdata.txt to determine how the superseded data were derived.
 KV4453
 KV4453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7950403205(NAD 83)
 KV4453_MARKER: DD = SURVEY DISK
 KV4453_SETTING: 0 = UNSPECIFIED SETTING
 KV4453_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4453
 KV4453  HISTORY     - Date     Condition        Report By
 KV4453  HISTORY     - 1980     MONUMENTED       NOSAMC
 KV4453
 KV4453                          STATION DESCRIPTION
 KV4453
 KV4453'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1980 (RHH)
 KV4453'THE STATION IS LOCATED ON THE WEST SIDE OF UPPER BAY IN
 KV4453'NEW YORK HARBOR.  IT IS ON THE EAST END OF THE CONCRETE PIER
 KV4453'OF THE CAVEN POINT ARMY TERMINAL IN THE GREENVILLE SECTION
 KV4453'OF JERSEY CITY IN NEW JERSEY.
 KV4453'
 KV4453'THE STATION WAS REACHED BY BOAT BUT CAN BE DRIVEN TO.
 KV4453'
 KV4453'THE STATION IS A NOS BRASS DISK STAMPED---H 53 NY 1980---,
 KV4453'CEMENTED IN A DRILL HOLE IN THE CONCRETE FLOOR OF THR PIER.  IT IS
 KV4453'62 FEET NORTHEAST OF A BOLLARD ON THE SOUTHWEST CORNER OF THE
 KV4453'PIER, 17 FEET SOUTHWEST OF A BOLLARD ON THE NORTHEAST CORNER OF
 KV4453'THE PIER, 6 FEET NORTHWEST FROM THE END OF THE PIER AND 1 FOOT
 KV4453'SOUTHEAST OF A 2 INCH IRON PIPE IN THE PIER THAT PROJECTS
 KV4453'3 FEET.
 KV4453'
 KV4453'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS.
 KV4453'
 KV4453'DESCRIBED BY RHW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0885 ***********************************************************************
 KV0885  DESIGNATION -  H 54
 KV0885  PID         -  KV0885
 KV0885  STATE/COUNTY-  NJ/MONMOUTH
 KV0885  USGS QUAD   -  LONG BRANCH (1981)
 KV0885
 KV0885                         *CURRENT SURVEY CONTROL
 KV0885  ___________________________________________________________________
 KV0885* NAD 83(1986)-  40 19 50.     (N)    074 04 30.     (W)     SCALED    
 KV0885* NAVD 88     -        23.308  (meters)      76.47   (feet)  ADJUSTED  
 KV0885  ___________________________________________________________________
 KV0885  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KV0885  DYNAMIC HT  -          23.298 (meters)      76.44  (feet)  COMP
 KV0885  MODELED GRAV-     980,199.7   (mgal)                       NAVD 88
 KV0885
 KV0885  VERT ORDER  -  SECOND    CLASS 0
 KV0885
 KV0885.The horizontal coordinates were scaled from a topographic map and have
 KV0885.an estimated accuracy of +/- 6 seconds.
 KV0885
 KV0885.The orthometric height was determined by differential leveling
 KV0885.and adjusted by the National Geodetic Survey in June 1991..
 KV0885
 KV0885.The geoid height was determined by GEOID03.
 KV0885
 KV0885.The dynamic height is computed by dividing the NAVD 88
 KV0885.geopotential number by the normal gravity value computed on the
 KV0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0885.degrees latitude (g = 980.6199 gals.).
 KV0885
 KV0885.The modeled gravity was interpolated from observed gravity values.
 KV0885
 KV0885;                    North         East    Units  Estimated Accuracy
 KV0885;SPC NJ       -   166,300.      186,110.      MT  (+/- 180 meters Scaled)
 KV0885
 KV0885                          SUPERSEDED SURVEY CONTROL
 KV0885
 KV0885  NGVD 29 (04/16/92)   23.628  (m)           77.52   (f) ADJUSTED    2 0
 KV0885
 KV0885.Superseded values are not recommended for survey control.
 KV0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0885.See file dsdata.txt to determine how the superseded data were derived.
 KV0885
 KV0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK785648(NAD 83)
 KV0885_MARKER: DB = BENCH MARK DISK
 KV0885_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0885_SP_SET: FOOTING
 KV0885_STAMPING: H 54
 KV0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0885
 KV0885  HISTORY     - Date     Condition        Report By
 KV0885  HISTORY     - UNK      MONUMENTED       CGS
 KV0885  HISTORY     - 1961     GOOD             CGS
 KV0885  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0885
 KV0885                          STATION DESCRIPTION
 KV0885
 KV0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0885'AT RED BANK.
 KV0885'LOCATED AT THE RED BANK AIRPORT NEAR THE SOUTHEAST CORNER OF
 KV0885'THE HANGER ABOUT 15 FEET SOUTH OF THE EAST DOOR, IN THE CONCRETE
 KV0885'FOOTING SUPPORTING THE HANGER DOORS.
 KV0885
 KV0885                          STATION RECOVERY (1985)
 KV0885
 KV0885'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0231 ***********************************************************************
 JU0231  DESIGNATION -  H 55
 JU0231  PID         -  JU0231
 JU0231  STATE/COUNTY-  NJ/OCEAN
 JU0231  USGS QUAD   -  TUCKERTON (1995)
 JU0231
 JU0231                         *CURRENT SURVEY CONTROL
 JU0231  ___________________________________________________________________
 JU0231* NAD 83(1986)-  39 35 13.     (N)    074 20 45.     (W)     SCALED    
 JU0231* NAVD 88     -         2.726  (meters)       8.94   (feet)  ADJUSTED  
 JU0231  ___________________________________________________________________
 JU0231  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JU0231  DYNAMIC HT  -           2.725 (meters)       8.94  (feet)  COMP
 JU0231  MODELED GRAV-     980,150.4   (mgal)                       NAVD 88
 JU0231
 JU0231  VERT ORDER  -  SECOND    CLASS 0
 JU0231
 JU0231.The horizontal coordinates were scaled from a topographic map and have
 JU0231.an estimated accuracy of +/- 6 seconds.
 JU0231
 JU0231.The orthometric height was determined by differential leveling
 JU0231.and adjusted by the National Geodetic Survey in June 1991..
 JU0231
 JU0231.The geoid height was determined by GEOID03.
 JU0231
 JU0231.The dynamic height is computed by dividing the NAVD 88
 JU0231.geopotential number by the normal gravity value computed on the
 JU0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0231.degrees latitude (g = 980.6199 gals.).
 JU0231
 JU0231.The modeled gravity was interpolated from observed gravity values.
 JU0231
 JU0231;                    North         East    Units  Estimated Accuracy
 JU0231;SPC NJ       -    83,670.      163,240.      MT  (+/- 180 meters Scaled)
 JU0231
 JU0231                          SUPERSEDED SURVEY CONTROL
 JU0231
 JU0231  NGVD 29 (??/??/??)    3.113  (m)           10.21   (f) ADJUSTED    2 0
 JU0231
 JU0231.Superseded values are not recommended for survey control.
 JU0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0231.See file dsdata.txt to determine how the superseded data were derived.
 JU0231
 JU0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ561821(NAD 83)
 JU0231_MARKER: DB = BENCH MARK DISK
 JU0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0231_STAMPING: H 55 1961
 JU0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0231+STABILITY: SURFACE MOTION
 JU0231
 JU0231  HISTORY     - Date     Condition        Report By
 JU0231  HISTORY     - 1961     MONUMENTED       CGS
 JU0231  HISTORY     - 1983     POOR             USPSQD
 JU0231  HISTORY     - 1985     POOR             USPSQD
 JU0231
 JU0231                          STATION DESCRIPTION
 JU0231
 JU0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0231'1.3 MI S FROM TUCKERTON.
 JU0231'0.3 MILE SOUTHWEST ON U.S. HIGHWAY 9 FROM THE POST OFFICE AT
 JU0231'TUCKERTON, THENCE 1.0 MILE SOUTH ON GREAT BAY BOULEVARD, 150
 JU0231'FEET WEST OF THE CENTERLINE OF THE BOULEVARD, 1.5 FEET NORTHWEST
 JU0231'OF THE NORTHWEST CORNER OF A STEEL FENCE AROUND A POWER COMPANY
 JU0231'TRANSFORMER, AND ONE FOOT NORTH OF THE WEST SIDE OF THE FENCE.
 JU0231'SET IN A CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH
 JU0231'THE HIGHWAY.
 JU0231
 JU0231                          STATION RECOVERY (1983)
 JU0231
 JU0231'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU0231'SPLATTERED WITH RED PAINT. CENTER OF THE BENCHMARK WAS DAMAGED.
 JU0231
 JU0231                          STATION RECOVERY (1985)
 JU0231
 JU0231'RECOVERY NOTE BY US POWER SQUADRON 1985 (CWK)
 JU0231'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4452 ***********************************************************************
 KV4452  DESIGNATION -  H 55 NY
 KV4452  PID         -  KV4452
 KV4452  STATE/COUNTY-  NJ/HUDSON
 KV4452  USGS QUAD   -  JERSEY CITY (1981)
 KV4452
 KV4452                         *CURRENT SURVEY CONTROL
 KV4452  ___________________________________________________________________
 KV4452* NAD 83(1996)-  40 41 18.93899(N)    074 02 38.32809(W)     ADJUSTED  
 KV4452* NAVD 88     -         3.4    (meters)      11.     (feet)  VERTCON   
 KV4452  ___________________________________________________________________
 KV4452  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 KV4452  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KV4452
 KV4452  HORZ ORDER  -  THIRD
 KV4452
 KV4452.The horizontal coordinates were established by classical geodetic methods
 KV4452.and adjusted by the National Geodetic Survey in September 1999..
 KV4452
 KV4452.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV4452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV4452
 KV4452.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4452
 KV4452.The geoid height was determined by GEOID03.
 KV4452
 KV4452;                    North         East     Units Scale Factor Converg.
 KV4452;SPC NJ       -   206,069.124   188,543.540   MT  0.99991828   +0 17 50.3
 KV4452;SPC NJ       -   676,078.45    618,579.93   sFT  0.99991828   +0 17 50.3
 KV4452;SPC NY L     -    57,958.725   296,282.376   MT  0.99999885   -0 01 43.6
 KV4452;SPC NY L     -   190,152.92    972,053.10   sFT  0.99999885   -0 01 43.6
 KV4452;UTM  18      - 4,504,628.392   580,780.539   MT  0.99968032   +0 37 23.9
 KV4452
 KV4452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4452!SPC NJ       -   1.00000449  x   0.99991828  =   0.99992277
 KV4452!SPC NY L     -   1.00000449  x   0.99999885  =   1.00000334
 KV4452!UTM  18      -   1.00000449  x   0.99968032  =   0.99968480
 KV4452
 KV4452:                Primary Azimuth Mark                     Grid Az
 KV4452:SPC NJ       -  WORLD TRADE CENTER ANTENNA               044 34 55.2
 KV4452:SPC NY L     -  WORLD TRADE CENTER ANTENNA               044 54 29.1
 KV4452:UTM  18      -  WORLD TRADE CENTER ANTENNA               044 15 21.6
 KV4452
 KV4452|---------------------------------------------------------------------|
 KV4452| PID    Reference Object                     Distance      Geod. Az  |
 KV4452|                                                           dddmmss.s |
 KV4452| KV4448 WORLD TRADE CENTER ANTENNA          APPROX. 3.7 KM 0445245.5 |
 KV4452| KV4449 H 57 NY                             APPROX. 2.9 KM 0611250.1 |
 KV4452| KV4350 ROBBINS REEF LIGHT                  APPROX. 3.9 KM 2073208.2 |
 KV4452|---------------------------------------------------------------------|
 KV4452
 KV4452                          SUPERSEDED SURVEY CONTROL
 KV4452
 KV4452  NAD 83(1996)-  40 41 18.93899(N)    074 02 38.32809(W) AD(       ) 3
 KV4452  NAD 83(1996)-  40 41 18.93870(N)    074 02 38.32855(W) AD(       ) 3
 KV4452  NAD 83(1992)-  40 41 18.93860(N)    074 02 38.32881(W) AD(       ) 3
 KV4452  NAD 83(1986)-  40 41 18.93870(N)    074 02 38.32903(W) AD(       ) 3
 KV4452  NAD 27      -  40 41 18.56789(N)    074 02 39.81645(W) AD(       ) 3
 KV4452  NGVD 29 (07/19/86)    3.7    (m)           12.     (f) VERT ANG       
 KV4452
 KV4452.Superseded values are not recommended for survey control.
 KV4452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4452.See file dsdata.txt to determine how the superseded data were derived.
 KV4452
 KV4452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8078104628(NAD 83)
 KV4452_MARKER: DD = SURVEY DISK
 KV4452_SETTING: 0 = UNSPECIFIED SETTING
 KV4452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4452
 KV4452  HISTORY     - Date     Condition        Report By
 KV4452  HISTORY     - 1980     MONUMENTED       NOSAMC
 KV4452  HISTORY     - 20020811 MARK NOT FOUND   USPSQD
 KV4452
 KV4452                          STATION DESCRIPTION
 KV4452
 KV4452'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1980 (RHH)
 KV4452'THE STATION IS LOCATED AT THE STATUE OF LIBERTY MONUMENT IN THE
 KV4452'UPPER BAY OF NEW YORK HARBOR.
 KV4452'
 KV4452'THE STATION IS REACHED BY BOAT OR FERRY FROM THE SOUTH BATTERY
 KV4452'IN MANHATTAN.  ONCE ON THE ISLAND, PACK TO THE SOUTHEAST SIDE
 KV4452'OF THE ISLAND DIRECTLY IN FRONT OF THE STATUE AND THE STATION
 KV4452'IN THE ASPHALT AND CONCRETE WALKWAY AROUND THE ISLAND.
 KV4452'
 KV4452'THE STATION IS A NOS BRASS DISK STAMPED---H 55 NY 1980---,
 KV4452'CEMENTED IN A DRILL HOLE IN THE ASPHALT AND CONCRETE WALKWAY.
 KV4452'IT IS 112 FEET SOUTHEAST OF THE SOUTHEAST POINT OF THE STATUE
 KV4452'BASE, 39 FEET SOUTH OF THE POST SUPPORTING A SIGN DESCRIBING THE
 KV4452'STATUE, 20 FEET SOUTHEAST OF A BRICK EDGE AROUND THE INSIDE
 KV4452'OF THE WALKWAY AND 3 FEET NORTHWEST OF A CHAIN LINK FENCE
 KV4452'AROUND THE OUTER EDGE OF THE WALKWAY AROUND THE ISLAND.
 KV4452'
 KV4452'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 KV4452'
 KV4452'DESCRIBED BY RHW.
 KV4452
 KV4452                          STATION RECOVERY (2002)
 KV4452
 KV4452'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 KV4452'CHAINLINK FENCE NO LONGER EXISTS AND CONCRETE/ASPHALT WALKWAY HAS BEEN
 KV4452'COVERED WITH A BRICK SURFACED WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0471 ***********************************************************************
 JU0471  DESIGNATION -  H 56
 JU0471  PID         -  JU0471
 JU0471  STATE/COUNTY-  NJ/ATLANTIC
 JU0471  USGS QUAD   -  OCEAN CITY (1994)
 JU0471
 JU0471                         *CURRENT SURVEY CONTROL
 JU0471  ___________________________________________________________________
 JU0471* NAD 83(1986)-  39 20 03.     (N)    074 30 34.     (W)     SCALED    
 JU0471* NAVD 88     -         2.982  (meters)       9.78   (feet)  ADJUSTED  
 JU0471  ___________________________________________________________________
 JU0471  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 JU0471  DYNAMIC HT  -           2.980 (meters)       9.78  (feet)  COMP
 JU0471  MODELED GRAV-     980,105.6   (mgal)                       NAVD 88
 JU0471
 JU0471  VERT ORDER  -  FIRST     CLASS II
 JU0471
 JU0471.The horizontal coordinates were scaled from a topographic map and have
 JU0471.an estimated accuracy of +/- 6 seconds.
 JU0471
 JU0471.The orthometric height was determined by differential leveling
 JU0471.and adjusted by the National Geodetic Survey in March 2005..
 JU0471
 JU0471.The geoid height was determined by GEOID03.
 JU0471
 JU0471.The dynamic height is computed by dividing the NAVD 88
 JU0471.geopotential number by the normal gravity value computed on the
 JU0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0471.degrees latitude (g = 980.6199 gals.).
 JU0471
 JU0471.The modeled gravity was interpolated from observed gravity values.
 JU0471
 JU0471;                    North         East    Units  Estimated Accuracy
 JU0471;SPC NJ       -    55,600.      149,190.      MT  (+/- 180 meters Scaled)
 JU0471
 JU0471                          SUPERSEDED SURVEY CONTROL
 JU0471
 JU0471  NAVD 88 (06/15/91)    2.979  (m)            9.77   (f) UNKNOWN     2 0
 JU0471  NGVD 29 (04/16/92)    3.373  (m)           11.07   (f) ADJUSTED    2 0
 JU0471
 JU0471.Superseded values are not recommended for survey control.
 JU0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0471.See file dsdata.txt to determine how the superseded data were derived.
 JU0471
 JU0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ422539(NAD 83)
 JU0471_MARKER: DB = BENCH MARK DISK
 JU0471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0471_SP_SET: WALL BUILDING
 JU0471_STAMPING: H 56 1961
 JU0471_MARK LOGO: CGS   
 JU0471_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0471+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1998
 JU0471
 JU0471  HISTORY     - Date     Condition        Report By
 JU0471  HISTORY     - 1961     MONUMENTED       CGS
 JU0471  HISTORY     - 19980626 GOOD             NJGS
 JU0471  HISTORY     - 20000622 GOOD             NJGS
 JU0471
 JU0471                          STATION DESCRIPTION
 JU0471
 JU0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0471'AT MARGATE CITY.
 JU0471'0.6 MILE NORTHWEST ON JEROME AVENUE FROM JUNCTION WITH VENTNOR
 JU0471'AVENUE, IN THE SOUTH BRICK WALL AT THE SOUTHWEST CORNER OF JEWISH
 JU0471'COMMUNITY CENTER BUILDING, 27.5 FEET NORTHEAST OF THE NORTHEAST
 JU0471'CURB OF JEROME AVENUE (COUNTY ROAD 563), 1.4 FEET NORTHWEST OF THE
 JU0471'SOUTHWEST CORNER OF THE BUILDING.  SET VERTICALLY IN A DRILL HOLE
 JU0471'2 FEET ABOVE THE LEVEL OF THE GROUND.
 JU0471
 JU0471                          STATION RECOVERY (1998)
 JU0471
 JU0471'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU0471'RECOVERED AS DESCRIBED.
 JU0471
 JU0471                          STATION RECOVERY (2000)
 JU0471
 JU0471'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU0471'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0948 ***********************************************************************
 JU0948  DESIGNATION -  H 57
 JU0948  PID         -  JU0948
 JU0948  STATE/COUNTY-  NJ/CUMBERLAND
 JU0948  USGS QUAD   -  SHILOH (1993)
 JU0948
 JU0948                         *CURRENT SURVEY CONTROL
 JU0948  ___________________________________________________________________
 JU0948* NAD 83(1986)-  39 26 11.     (N)    075 15 32.     (W)     SCALED    
 JU0948* NAVD 88     -        26.041  (meters)      85.44   (feet)  ADJUSTED  
 JU0948  ___________________________________________________________________
 JU0948  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JU0948  DYNAMIC HT  -          26.028 (meters)      85.39  (feet)  COMP
 JU0948  MODELED GRAV-     980,119.4   (mgal)                       NAVD 88
 JU0948
 JU0948  VERT ORDER  -  FIRST     CLASS II
 JU0948
 JU0948.The horizontal coordinates were scaled from a topographic map and have
 JU0948.an estimated accuracy of +/- 6 seconds.
 JU0948
 JU0948.The orthometric height was determined by differential leveling
 JU0948.and adjusted by the National Geodetic Survey in June 1991..
 JU0948
 JU0948.The geoid height was determined by GEOID03.
 JU0948
 JU0948.The dynamic height is computed by dividing the NAVD 88
 JU0948.geopotential number by the normal gravity value computed on the
 JU0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0948.degrees latitude (g = 980.6199 gals.).
 JU0948
 JU0948.The modeled gravity was interpolated from observed gravity values.
 JU0948
 JU0948;                    North         East    Units  Estimated Accuracy
 JU0948;SPC NJ       -    67,220.       84,670.      MT  (+/- 180 meters Scaled)
 JU0948
 JU0948                          SUPERSEDED SURVEY CONTROL
 JU0948
 JU0948  NGVD 29 (04/16/92)   26.347  (m)           86.44   (f) ADJUSTED    1 2
 JU0948
 JU0948.Superseded values are not recommended for survey control.
 JU0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0948.See file dsdata.txt to determine how the superseded data were derived.
 JU0948
 JU0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ777652(NAD 83)
 JU0948_MARKER: DB = BENCH MARK DISK
 JU0948_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0948_SP_SET: STORM SEWER
 JU0948_STAMPING: H 57 1961
 JU0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0948
 JU0948  HISTORY     - Date     Condition        Report By
 JU0948  HISTORY     - 1961     MONUMENTED       CGS
 JU0948  HISTORY     - 1979     GOOD             NGS
 JU0948  HISTORY     - 19950129 MARK NOT FOUND   USPSQD
 JU0948  HISTORY     - 19961228 MARK NOT FOUND   USPSQD
 JU0948
 JU0948                          STATION DESCRIPTION
 JU0948
 JU0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0948'1 MI W FROM BRIDGETON.
 JU0948'1.0 MILE WEST ON STATE HIGHWAY 49 FROM THE COURTHOUSE IN
 JU0948'BRIDGETON, 18 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, IN
 JU0948'FRONT OF THE HARRY OSBORN HOUSE, NO. 553, 23 FEET WEST OF THE
 JU0948'CENTERLINE OF THE DRIVEWAY AND 11 FEET EAST OF THE SIDEWALK.
 JU0948'SET IN A DRILL HOLE IN THE WEST END OF A STORM SEWER.
 JU0948
 JU0948                          STATION RECOVERY (1979)
 JU0948
 JU0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0948'RECOVERED IN GOOD CONDITION.
 JU0948
 JU0948                          STATION RECOVERY (1995)
 JU0948
 JU0948'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0948'MARK NOT FOUND.
 JU0948
 JU0948                          STATION RECOVERY (1996)
 JU0948
 JU0948'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0416 ***********************************************************************
 JU0416  DESIGNATION -  H 58
 JU0416  PID         -  JU0416
 JU0416  STATE/COUNTY-  NJ/CAPE MAY
 JU0416  USGS QUAD   -  STONE HARBOR (1972)
 JU0416
 JU0416                         *CURRENT SURVEY CONTROL
 JU0416  ___________________________________________________________________
 JU0416* NAD 83(1986)-  39 06 04.     (N)    074 48 38.     (W)     SCALED    
 JU0416* NAVD 88     -         4.154  (meters)      13.63   (feet)  ADJUSTED  
 JU0416  ___________________________________________________________________
 JU0416  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 JU0416  DYNAMIC HT  -           4.152 (meters)      13.62  (feet)  COMP
 JU0416  MODELED GRAV-     980,068.5   (mgal)                       NAVD 88
 JU0416
 JU0416  VERT ORDER  -  FIRST     CLASS II
 JU0416
 JU0416.The horizontal coordinates were scaled from a topographic map and have
 JU0416.an estimated accuracy of +/- 6 seconds.
 JU0416
 JU0416.The orthometric height was determined by differential leveling
 JU0416.and adjusted by the National Geodetic Survey in June 1991..
 JU0416
 JU0416.The geoid height was determined by GEOID03.
 JU0416
 JU0416.The dynamic height is computed by dividing the NAVD 88
 JU0416.geopotential number by the normal gravity value computed on the
 JU0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0416.degrees latitude (g = 980.6199 gals.).
 JU0416
 JU0416.The modeled gravity was interpolated from observed gravity values.
 JU0416
 JU0416;                    North         East    Units  Estimated Accuracy
 JU0416;SPC NJ       -    29,770.      123,140.      MT  (+/- 180 meters Scaled)
 JU0416
 JU0416                          SUPERSEDED SURVEY CONTROL
 JU0416
 JU0416  NGVD 29 (04/16/92)    4.552  (m)           14.93   (f) ADJUSTED    1 2
 JU0416
 JU0416.Superseded values are not recommended for survey control.
 JU0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0416.See file dsdata.txt to determine how the superseded data were derived.
 JU0416
 JU0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ163280(NAD 83)
 JU0416_MARKER: DB = BENCH MARK DISK
 JU0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0416_STAMPING: H 58 1961
 JU0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0416+STABILITY: SURFACE MOTION
 JU0416
 JU0416  HISTORY     - Date     Condition        Report By
 JU0416  HISTORY     - 1961     MONUMENTED       CGS
 JU0416  HISTORY     - 1979     GOOD             NGS
 JU0416
 JU0416                          STATION DESCRIPTION
 JU0416
 JU0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0416'1.4 MI NE FROM CAPE MAY COURT HOUSE.
 JU0416'1.4 MILE NORTHEAST ON U.S. HIGHWAY 9 FROM THE COURT HOUSE IN
 JU0416'CAPE MAY COURT HOUSE, AT THE SOUTH CORNER OF CAPE MAY COUNTY
 JU0416'PARK.  74 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD LEADING
 JU0416'SOUTHEAST TO CRESTHAVEN COUNTY HOME, 42 FEET SOUTHEAST OF
 JU0416'THE CENTER OF THE ROAD THAT LEADS NORTH THROUGH THE PARK, 25
 JU0416'FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY 9 AND 2.5 FEET
 JU0416'NORTHWEST OF THE FENCE BETWEEN PARK AND HIGHWAY.  SET IN THE TOP
 JU0416'OF A CONCRETE POST PROJECTING 1 INCH.
 JU0416
 JU0416                          STATION RECOVERY (1979)
 JU0416
 JU0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0997 ***********************************************************************
 JU0997  DESIGNATION -  H 59
 JU0997  PID         -  JU0997
 JU0997  STATE/COUNTY-  NJ/CUMBERLAND
 JU0997  USGS QUAD   -  DIVIDING CREEK (1986)
 JU0997
 JU0997                         *CURRENT SURVEY CONTROL
 JU0997  ___________________________________________________________________
 JU0997* NAD 83(1986)-  39 22 27.     (N)    075 05 02.     (W)     SCALED    
 JU0997* NAVD 88     -        23.171  (meters)      76.02   (feet)  ADJUSTED  
 JU0997  ___________________________________________________________________
 JU0997  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JU0997  DYNAMIC HT  -          23.160 (meters)      75.98  (feet)  COMP
 JU0997  MODELED GRAV-     980,120.0   (mgal)                       NAVD 88
 JU0997
 JU0997  VERT ORDER  -  SECOND    CLASS 0
 JU0997
 JU0997.The horizontal coordinates were scaled from a topographic map and have
 JU0997.an estimated accuracy of +/- 6 seconds.
 JU0997
 JU0997.The orthometric height was determined by differential leveling
 JU0997.and adjusted by the National Geodetic Survey in June 1991..
 JU0997
 JU0997.The geoid height was determined by GEOID03.
 JU0997
 JU0997.The dynamic height is computed by dividing the NAVD 88
 JU0997.geopotential number by the normal gravity value computed on the
 JU0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0997.degrees latitude (g = 980.6199 gals.).
 JU0997
 JU0997.The modeled gravity was interpolated from observed gravity values.
 JU0997
 JU0997;                    North         East    Units  Estimated Accuracy
 JU0997;SPC NJ       -    60,200.       99,690.      MT  (+/- 180 meters Scaled)
 JU0997
 JU0997                          SUPERSEDED SURVEY CONTROL
 JU0997
 JU0997  NGVD 29 (04/16/92)   23.502  (m)           77.11   (f) ADJUSTED    2 0
 JU0997
 JU0997.Superseded values are not recommended for survey control.
 JU0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0997.See file dsdata.txt to determine how the superseded data were derived.
 JU0997
 JU0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ927583(NAD 83)
 JU0997_MARKER: DB = BENCH MARK DISK
 JU0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0997_STAMPING: H 59 1961
 JU0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0997+STABILITY: SURFACE MOTION
 JU0997
 JU0997  HISTORY     - Date     Condition        Report By
 JU0997  HISTORY     - 1961     MONUMENTED       CGS
 JU0997  HISTORY     - 19950129 GOOD             USPSQD
 JU0997
 JU0997                          STATION DESCRIPTION
 JU0997
 JU0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0997'2.4 MI SW FROM MILLVILLE.
 JU0997'2.45 MILES SOUTHWEST ON THE MILLVILLE TO NEWPORT ROAD FROM THE
 JU0997'JUNCTION OF MAIN AVENUE AND CEDAR STREET IN MILLVILLE, ABOUT 0.5
 JU0997'MILE NORTHEAST OF A BLACKTOPPED ROAD, 26 FEET SOUTHWEST OF POWER
 JU0997'LINE POLE NO. 2403, 23.2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JU0997'MILLVILLE TO NEWPORT ROAD, 3 FEET NORTHEAST OF THE FENCE CORNER
 JU0997'AND 1 FOOT NORTHWEST OF A FENCE LINE.  SET IN THE TOP OF A CONCRETE
 JU0997'POST PROJECTING 3 INCHES, 1.5 FOOT ABOVE THE LEVEL OF THE ROAD.
 JU0997
 JU0997                          STATION RECOVERY (1995)
 JU0997
 JU0997'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0457 ***********************************************************************
 KV0457  DESIGNATION -  H 62
 KV0457  PID         -  KV0457
 KV0457  STATE/COUNTY-  NJ/HUDSON
 KV0457  USGS QUAD   -  WEEHAWKEN (1995)
 KV0457
 KV0457                         *CURRENT SURVEY CONTROL
 KV0457  ___________________________________________________________________
 KV0457* NAD 83(1986)-  40 45 02.     (N)    074 03 43.     (W)     SCALED    
 KV0457* NAVD 88     -         2.657  (meters)       8.72   (feet)  ADJUSTED  
 KV0457  ___________________________________________________________________
 KV0457  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KV0457  DYNAMIC HT  -           2.656 (meters)       8.71  (feet)  COMP
 KV0457  MODELED GRAV-     980,241.1   (mgal)                       NAVD 88
 KV0457
 KV0457  VERT ORDER  -  SECOND    CLASS 0
 KV0457
 KV0457.The horizontal coordinates were scaled from a topographic map and have
 KV0457.an estimated accuracy of +/- 6 seconds.
 KV0457
 KV0457.The orthometric height was determined by differential leveling
 KV0457.and adjusted by the National Geodetic Survey in June 1991..
 KV0457
 KV0457.The geoid height was determined by GEOID03.
 KV0457
 KV0457.The dynamic height is computed by dividing the NAVD 88
 KV0457.geopotential number by the normal gravity value computed on the
 KV0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0457.degrees latitude (g = 980.6199 gals.).
 KV0457
 KV0457.The modeled gravity was interpolated from observed gravity values.
 KV0457
 KV0457;                    North         East    Units  Estimated Accuracy
 KV0457;SPC NJ       -   212,940.      186,990.      MT  (+/- 180 meters Scaled)
 KV0457
 KV0457                          SUPERSEDED SURVEY CONTROL
 KV0457
 KV0457  NGVD 29 (??/??/??)    3.000  (m)            9.84   (f) ADJUSTED    2 0
 KV0457
 KV0457.Superseded values are not recommended for survey control.
 KV0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0457.See file dsdata.txt to determine how the superseded data were derived.
 KV0457
 KV0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL791114(NAD 83)
 KV0457_MARKER: DB = BENCH MARK DISK
 KV0457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0457_SP_SET: BRIDGE
 KV0457_STAMPING: H 62 1962
 KV0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0457
 KV0457  HISTORY     - Date     Condition        Report By
 KV0457  HISTORY     - 1962     MONUMENTED       CGS
 KV0457  HISTORY     - 1989     GOOD             USPSQD
 KV0457
 KV0457                          STATION DESCRIPTION
 KV0457
 KV0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KV0457'0.8 MI NE FROM JERSEY CITY.
 KV0457'0.75 MILE NORTHEAST ON U.S. HIGHWAYS 1 AND 9 FROM TONNELLE CIRCLE,
 KV0457'THENCE 0.1 MILE NORTH ON COUNTY ROAD.  27 FEET WEST OF THE CENTER
 KV0457'LINE OF COUNTY ROAD AND 3 FEET ABOVE THE LEVEL OF THE GROUND.
 KV0457'SET IN A DRILL HOLE IN THE NORTHWEST CONCRETE ABUTMENT AT THE
 KV0457'NORTH END OF THE NEW YORK, SUSQUEHANNA AND WESTERN RAILROAD
 KV0457'OVERPASS BRIDGE OVER COUNTY ROAD.
 KV0457
 KV0457                          STATION RECOVERY (1989)
 KV0457
 KV0457'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0707 ***********************************************************************
 JU0707  DESIGNATION -  H 63
 JU0707  PID         -  JU0707
 JU0707  STATE/COUNTY-  NJ/CAMDEN
 JU0707  USGS QUAD   -  CAMDEN (1995)
 JU0707
 JU0707                         *CURRENT SURVEY CONTROL
 JU0707  ___________________________________________________________________
 JU0707* NAD 83(1986)-  39 52 32.     (N)    075 03 05.     (W)     SCALED    
 JU0707* NAVD 88     -        19.573  (meters)      64.22   (feet)  ADJUSTED  
 JU0707  ___________________________________________________________________
 JU0707  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JU0707  DYNAMIC HT  -          19.564 (meters)      64.19  (feet)  COMP
 JU0707  MODELED GRAV-     980,184.5   (mgal)                       NAVD 88
 JU0707
 JU0707  VERT ORDER  -  FIRST     CLASS I
 JU0707
 JU0707.The horizontal coordinates were scaled from a topographic map and have
 JU0707.an estimated accuracy of +/- 6 seconds.
 JU0707
 JU0707.The orthometric height was determined by differential leveling
 JU0707.and adjusted by the National Geodetic Survey in June 1991..
 JU0707
 JU0707.Photographs are available for this station.
 JU0707
 JU0707.The geoid height was determined by GEOID03.
 JU0707
 JU0707.The dynamic height is computed by dividing the NAVD 88
 JU0707.geopotential number by the normal gravity value computed on the
 JU0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0707.degrees latitude (g = 980.6199 gals.).
 JU0707
 JU0707.The modeled gravity was interpolated from observed gravity values.
 JU0707
 JU0707;                    North         East    Units  Estimated Accuracy
 JU0707;SPC NJ       -   115,840.      102,830.      MT  (+/- 180 meters Scaled)
 JU0707
 JU0707                          SUPERSEDED SURVEY CONTROL
 JU0707
 JU0707  NGVD 29 (??/??/??)   19.920  (m)           65.35   (f) ADJUSTED    1 1
 JU0707
 JU0707.Superseded values are not recommended for survey control.
 JU0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0707.See file dsdata.txt to determine how the superseded data were derived.
 JU0707
 JU0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK956139(NAD 83)
 JU0707_MARKER: DB = BENCH MARK DISK
 JU0707_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0707_SP_SET: CONCRETE OVERPASS
 JU0707_STAMPING: H 63 1963
 JU0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0707+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2002
 JU0707
 JU0707  HISTORY     - Date     Condition        Report By
 JU0707  HISTORY     - 1963     MONUMENTED       CGS
 JU0707  HISTORY     - 1964     GOOD             CGS
 JU0707  HISTORY     - 1968     GOOD             NJDCED
 JU0707  HISTORY     - 19950319 GOOD             USPSQD
 JU0707  HISTORY     - 19980111 GOOD             USPSQD
 JU0707  HISTORY     - 20020527 GOOD             INDIV
 JU0707
 JU0707                          STATION DESCRIPTION
 JU0707
 JU0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0707'0.8 MI N FROM MAGNOLIA.
 JU0707'0.8 MILE NORTH ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0707'FROM THE OVERPASS OF THE NEW JERSEY TURNPIKE OVER THE RAILROAD
 JU0707'AT MAGNOLIA, ABOUT 0.7 MILE SOUTHEAST ALONG THE PENNSYLVANIA-READING
 JU0707'SEASHORE LINES FROM THE STATION AT HADDON HEIGHTS, ABOUT 0.15
 JU0707'MILE SOUTHEAST OF MILEPOST 7, AT THE OVERPASS OF STATE HIGHWAY
 JU0707'41, SET VERTICALLY IN THE WEST FACE OF THE SOUTH CONCRETE
 JU0707'SUPPORT OF THE OVERPASS, 3.4 FEET NORTH OF THE SOUTHWEST CORNER
 JU0707'OF THE SUPPORT, 11 FEET EAST OF EAST RAIL, 2.5 FEET ABOVE
 JU0707'LEVEL OF GROUND, AND ABOUT 1 FOOT ABOVE LEVEL OF TRACK.
 JU0707
 JU0707                          STATION RECOVERY (1968)
 JU0707
 JU0707'RECOVERY NOTE BY NJ CONS AND ECON DEV 1968
 JU0707'RECOVERED IN GOOD CONDITION.
 JU0707
 JU0707                          STATION RECOVERY (1995)
 JU0707
 JU0707'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0707'RECOVERED IN GOOD CONDITION.
 JU0707
 JU0707                          STATION RECOVERY (1998)
 JU0707
 JU0707'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0707'RECOVERED IN GOOD CONDITION.
 JU0707
 JU0707                          STATION RECOVERY (2002)
 JU0707
 JU0707'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 JU0707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0536 ***********************************************************************
 JU0536  DESIGNATION -  H 64
 JU0536  PID         -  JU0536
 JU0536  STATE/COUNTY-  NJ/ATLANTIC
 JU0536  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0536
 JU0536                         *CURRENT SURVEY CONTROL
 JU0536  ___________________________________________________________________
 JU0536* NAD 83(1986)-  39 25 54.     (N)    074 30 45.     (W)     SCALED    
 JU0536* NAVD 88     -         8.744  (meters)      28.69   (feet)  ADJUSTED  
 JU0536  ___________________________________________________________________
 JU0536  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JU0536  DYNAMIC HT  -           8.740 (meters)      28.67  (feet)  COMP
 JU0536  MODELED GRAV-     980,121.3   (mgal)                       NAVD 88
 JU0536
 JU0536  VERT ORDER  -  FIRST     CLASS I
 JU0536
 JU0536.The horizontal coordinates were scaled from a topographic map and have
 JU0536.an estimated accuracy of +/- 6 seconds.
 JU0536
 JU0536.The orthometric height was determined by differential leveling
 JU0536.and adjusted by the National Geodetic Survey in June 1991..
 JU0536
 JU0536.The geoid height was determined by GEOID03.
 JU0536
 JU0536.The dynamic height is computed by dividing the NAVD 88
 JU0536.geopotential number by the normal gravity value computed on the
 JU0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0536.degrees latitude (g = 980.6199 gals.).
 JU0536
 JU0536.The modeled gravity was interpolated from observed gravity values.
 JU0536
 JU0536;                    North         East    Units  Estimated Accuracy
 JU0536;SPC NJ       -    66,420.      148,920.      MT  (+/- 180 meters Scaled)
 JU0536
 JU0536                          SUPERSEDED SURVEY CONTROL
 JU0536
 JU0536  NGVD 29 (??/??/??)    9.133  (m)           29.96   (f) ADJUSTED    1 1
 JU0536
 JU0536.Superseded values are not recommended for survey control.
 JU0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0536.See file dsdata.txt to determine how the superseded data were derived.
 JU0536
 JU0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ419647(NAD 83)
 JU0536_MARKER: DB = BENCH MARK DISK
 JU0536_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0536_SP_SET: OVERPASS
 JU0536_STAMPING: H 64 1963
 JU0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0536
 JU0536  HISTORY     - Date     Condition        Report By
 JU0536  HISTORY     - 1963     MONUMENTED       CGS
 JU0536  HISTORY     - 1964     GOOD             CGS
 JU0536
 JU0536                          STATION DESCRIPTION
 JU0536
 JU0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0536'1 MI NW FROM ABSECON.
 JU0536'0.95 MILE NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0536'LINES FROM THE STATION AT ABSECON, AT THE RAILROAD OVERPASS OVER
 JU0536'MILL ROAD, SET ON TOP OF SOUTHWEST END OF THE SOUTHEAST CONCRETE
 JU0536'ABUTMENT OF THE OVERPASS, 11.5 FEET SOUTHWEST OF SOUTHWEST RAIL,
 JU0536'AND ABOUT 1/2 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0359 ***********************************************************************
 JU0359  DESIGNATION -  H 65
 JU0359  PID         -  JU0359
 JU0359  STATE/COUNTY-  NJ/ATLANTIC
 JU0359  USGS QUAD   -  OCEAN CITY (1994)
 JU0359
 JU0359                         *CURRENT SURVEY CONTROL
 JU0359  ___________________________________________________________________
 JU0359* NAD 83(1986)-  39 18 56.     (N)    074 35 47.     (W)     SCALED    
 JU0359* NAVD 88     -        10.650  (meters)      34.94   (feet)  ADJUSTED  
 JU0359  ___________________________________________________________________
 JU0359  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 JU0359  DYNAMIC HT  -          10.644 (meters)      34.92  (feet)  COMP
 JU0359  MODELED GRAV-     980,104.9   (mgal)                       NAVD 88
 JU0359
 JU0359  VERT ORDER  -  FIRST     CLASS I
 JU0359
 JU0359.The horizontal coordinates were scaled from a topographic map and have
 JU0359.an estimated accuracy of +/- 6 seconds.
 JU0359
 JU0359.The orthometric height was determined by differential leveling
 JU0359.and adjusted by the National Geodetic Survey in June 1991..
 JU0359
 JU0359.The geoid height was determined by GEOID03.
 JU0359
 JU0359.The dynamic height is computed by dividing the NAVD 88
 JU0359.geopotential number by the normal gravity value computed on the
 JU0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0359.degrees latitude (g = 980.6199 gals.).
 JU0359
 JU0359.The modeled gravity was interpolated from observed gravity values.
 JU0359
 JU0359;                    North         East    Units  Estimated Accuracy
 JU0359;SPC NJ       -    53,530.      141,690.      MT  (+/- 180 meters Scaled)
 JU0359
 JU0359                          SUPERSEDED SURVEY CONTROL
 JU0359
 JU0359  NGVD 29 (04/16/92)   11.044  (m)           36.23   (f) ADJUSTED    1 1
 JU0359
 JU0359.Superseded values are not recommended for survey control.
 JU0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0359.See file dsdata.txt to determine how the superseded data were derived.
 JU0359
 JU0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ347518(NAD 83)
 JU0359_MARKER: DB = BENCH MARK DISK
 JU0359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0359_SP_SET: SCHOOL BUILDING
 JU0359_STAMPING: H 65 1964
 JU0359_MARK LOGO: CGS   
 JU0359_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0359+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 JU0359
 JU0359  HISTORY     - Date     Condition        Report By
 JU0359  HISTORY     - 1964     MONUMENTED       CGS
 JU0359  HISTORY     - 1979     GOOD             NGS
 JU0359  HISTORY     - 1983     GOOD             LOCSUR
 JU0359  HISTORY     - 20000804 GOOD             NJGS
 JU0359  HISTORY     - 20060324 GOOD             GEOCAC
 JU0359
 JU0359                          STATION DESCRIPTION
 JU0359
 JU0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0359'AT SOMERS POINT.
 JU0359'AT SOMERS POINT, 0.05 MILE NORTHWEST ALONG NEW YORK AVENUE FROM
 JU0359'THE SOMERS POINT POST OFFICE, AT THE NEW YORK AVENUE SCHOOL,
 JU0359'SET VERTICALLY IN THE SOUTHEAST FACE OF THE BRICK WALL AT THE
 JU0359'SOUTH CORNER OF THE SCHOOL BUILDING, 127 FEET NORTHWEST OF
 JU0359'THE NORTHWEST CURB OF FIRST STREET, 47 FEET NORTHEAST OF THE
 JU0359'NORTHEAST CURB OF NEW YORK AVENUE, 1.0 FOOT NORTHEAST OF THE
 JU0359'SOUTH CORNER OF THE BUILDING AND ABOUT 3.0 FEET ABOVE THE CONCRETE
 JU0359'SIDEWALK THAT IS AROUND THE BUILDING.
 JU0359
 JU0359                          STATION RECOVERY (1979)
 JU0359
 JU0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0359'RECOVERED IN GOOD CONDITION.
 JU0359
 JU0359                          STATION RECOVERY (1983)
 JU0359
 JU0359'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JU0359'RECOVERED IN GOOD CONDITION.
 JU0359
 JU0359                          STATION RECOVERY (2000)
 JU0359
 JU0359'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU0359'RECOVERED AS DESCRIBED.
 JU0359
 JU0359                          STATION RECOVERY (2006)
 JU0359
 JU0359'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0106 ***********************************************************************
 JU0106  DESIGNATION -  H 66
 JU0106  PID         -  JU0106
 JU0106  STATE/COUNTY-  NJ/BURLINGTON
 JU0106  USGS QUAD   -  NEW GRETNA (1977)
 JU0106
 JU0106                         *CURRENT SURVEY CONTROL
 JU0106  ___________________________________________________________________
 JU0106* NAD 83(1986)-  39 35 43.     (N)    074 24 31.     (W)     SCALED    
 JU0106* NAVD 88     -         3.820  (meters)      12.53   (feet)  ADJUSTED  
 JU0106  ___________________________________________________________________
 JU0106  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JU0106  DYNAMIC HT  -           3.818 (meters)      12.53  (feet)  COMP
 JU0106  MODELED GRAV-     980,156.9   (mgal)                       NAVD 88
 JU0106
 JU0106  VERT ORDER  -  FIRST     CLASS I
 JU0106
 JU0106.The horizontal coordinates were scaled from a topographic map and have
 JU0106.an estimated accuracy of +/- 6 seconds.
 JU0106
 JU0106.The orthometric height was determined by differential leveling
 JU0106.and adjusted by the National Geodetic Survey in June 1991..
 JU0106
 JU0106.The geoid height was determined by GEOID03.
 JU0106
 JU0106.The dynamic height is computed by dividing the NAVD 88
 JU0106.geopotential number by the normal gravity value computed on the
 JU0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0106.degrees latitude (g = 980.6199 gals.).
 JU0106
 JU0106.The modeled gravity was interpolated from observed gravity values.
 JU0106
 JU0106;                    North         East    Units  Estimated Accuracy
 JU0106;SPC NJ       -    84,590.      157,850.      MT  (+/- 180 meters Scaled)
 JU0106
 JU0106                          SUPERSEDED SURVEY CONTROL
 JU0106
 JU0106  NGVD 29 (04/16/92)    4.208  (m)           13.81   (f) ADJUSTED    1 1
 JU0106
 JU0106.Superseded values are not recommended for survey control.
 JU0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0106.See file dsdata.txt to determine how the superseded data were derived.
 JU0106
 JU0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ507830(NAD 83)
 JU0106_MARKER: DB = BENCH MARK DISK
 JU0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0106_STAMPING: H 66 1964
 JU0106_MARK LOGO: CGS   
 JU0106_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0106+STABILITY: SURFACE MOTION
 JU0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0106+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1995
 JU0106
 JU0106  HISTORY     - Date     Condition        Report By
 JU0106  HISTORY     - 1964     MONUMENTED       CGS
 JU0106  HISTORY     - 1979     GOOD             NGS
 JU0106  HISTORY     - 1985     GOOD             USPSQD
 JU0106  HISTORY     - 1985     GOOD             USPSQD
 JU0106  HISTORY     - 19950202 GOOD             NJGS
 JU0106
 JU0106                          STATION DESCRIPTION
 JU0106
 JU0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0106'2.5 MI E FROM NEW GRETNA.
 JU0106'ABOUT 2.5 MILES EAST ALONG U.S. HIGHWAY 9 FROM THE POST OFFICE
 JU0106'AT NEW GRETNA, ABOUT 115 YARDS WEST-NORTHWEST OF THE NORTH
 JU0106'CONCRETE HEAD WALL OF A PIPE CULVERT UNDER THE HIGHWAY, 90 FEET
 JU0106'NORTH OF AND ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER OF
 JU0106'PORCH WHICH IS ATTACHED TO A TWO STORIED HOUSE, 56.2 FEET NORTH
 JU0106'OF THE CENTER LINE OF THE HIGHWAY, 59 FEET NORTHWEST OF POWER
 JU0106'POLE 12336, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 JU0106'A CONCRETE POST PROJECTING 0.5 FOOT.  NOTE-- THIS BENCH MARK CAN
 JU0106'ALSO BE REACHED BY GOING ABOUT 3.95 MILES WEST ALONG U.S. HIGHWAY
 JU0106'9 FROM THE POST OFFICE AT TUCKERTON.
 JU0106
 JU0106                          STATION RECOVERY (1979)
 JU0106
 JU0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0106'RECOVERED IN GOOD CONDITION.
 JU0106
 JU0106                          STATION RECOVERY (1985)
 JU0106
 JU0106'RECOVERY NOTE BY US POWER SQUADRON 1985 (CWK)
 JU0106'RECOVERED IN GOOD CONDITION.
 JU0106
 JU0106                          STATION RECOVERY (1985)
 JU0106
 JU0106'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0106'MARK IS IN WOODS ABOUT 1 FOOT SOUTH OF WITNESS POST.
 JU0106
 JU0106                          STATION RECOVERY (1995)
 JU0106
 JU0106'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0106'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0105 ***********************************************************************
 JU0105  DESIGNATION -  H 67
 JU0105  PID         -  JU0105
 JU0105  STATE/COUNTY-  NJ/BURLINGTON
 JU0105  USGS QUAD   -  NEW GRETNA (1977)
 JU0105
 JU0105                         *CURRENT SURVEY CONTROL
 JU0105  ___________________________________________________________________
 JU0105* NAD 83(1986)-  39 35 39.     (N)    074 23 46.     (W)     SCALED    
 JU0105* NAVD 88     -         4.890  (meters)      16.04   (feet)  ADJUSTED  
 JU0105  ___________________________________________________________________
 JU0105  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JU0105  DYNAMIC HT  -           4.887 (meters)      16.03  (feet)  COMP
 JU0105  MODELED GRAV-     980,156.0   (mgal)                       NAVD 88
 JU0105
 JU0105  VERT ORDER  -  FIRST     CLASS I
 JU0105
 JU0105.The horizontal coordinates were scaled from a topographic map and have
 JU0105.an estimated accuracy of +/- 6 seconds.
 JU0105
 JU0105.The orthometric height was determined by differential leveling
 JU0105.and adjusted by the National Geodetic Survey in June 1991..
 JU0105
 JU0105.The geoid height was determined by GEOID03.
 JU0105
 JU0105.The dynamic height is computed by dividing the NAVD 88
 JU0105.geopotential number by the normal gravity value computed on the
 JU0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0105.degrees latitude (g = 980.6199 gals.).
 JU0105
 JU0105.The modeled gravity was interpolated from observed gravity values.
 JU0105
 JU0105;                    North         East    Units  Estimated Accuracy
 JU0105;SPC NJ       -    84,460.      158,920.      MT  (+/- 180 meters Scaled)
 JU0105
 JU0105                          SUPERSEDED SURVEY CONTROL
 JU0105
 JU0105  NGVD 29 (04/16/92)    5.278  (m)           17.32   (f) ADJUSTED    1 1
 JU0105
 JU0105.Superseded values are not recommended for survey control.
 JU0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0105.See file dsdata.txt to determine how the superseded data were derived.
 JU0105
 JU0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ518828(NAD 83)
 JU0105_MARKER: DB = BENCH MARK DISK
 JU0105_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0105_SP_SET: 94 FEET
 JU0105_STAMPING: H 67 1964
 JU0105_MARK LOGO: CGS   
 JU0105_MAGNETIC: I = MARKER IS A STEEL ROD
 JU0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0105
 JU0105  HISTORY     - Date     Condition        Report By
 JU0105  HISTORY     - 1964     MONUMENTED       CGS
 JU0105  HISTORY     - 1979     GOOD             NGS
 JU0105  HISTORY     - 1985     GOOD             USPSQD
 JU0105  HISTORY     - 19950202 GOOD             NJGS
 JU0105
 JU0105                          STATION DESCRIPTION
 JU0105
 JU0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0105'3.2 MI W FROM TUCKERTON.
 JU0105'ABOUT 3.25 MILES WEST ALONG U.S. HIGHWAY 9 FROM THE POST OFFICE
 JU0105'AT TUCKERTON, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 JU0105'NORTHWEST AND NORTHEAST, NEAR THE JUNCTION OF A GRAVELED ROAD
 JU0105'LEADING WEST, 51.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 JU0105'260 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION, 17 FEET
 JU0105'NORTH OF THE CENTER LINE OF THE GRAVELED ROAD, 3 1/2 FEET WEST
 JU0105'OF POWER POLE 12317, 6 FEET NORTHEAST OF THE CENTER OF THE EAST
 JU0105'ONE OF 3 CEDAR TREES, 2.0 FEET NORTH OF A METAL WITNESS POST,
 JU0105'ABOUT LEVEL WITH THE HIGHWAY AND IS A DISK ON TOP OF A COPPER
 JU0105'COATED STEEL ROD THAT IS 2 INCHES UNDERGROUND AND PROTECTED BY
 JU0105'A 8 INCH TILE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO
 JU0105'REFUSAL AT A DEPTH OF 94 FEET.
 JU0105
 JU0105                          STATION RECOVERY (1979)
 JU0105
 JU0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0105'RECOVERED IN GOOD CONDITION.
 JU0105
 JU0105                          STATION RECOVERY (1985)
 JU0105
 JU0105'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0105'NOTE: THERE ARE NO CEDAR TREES NEAR THE MARK.
 JU0105
 JU0105                          STATION RECOVERY (1995)
 JU0105
 JU0105'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0105'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0051 ***********************************************************************
 JU0051  DESIGNATION -  H 68
 JU0051  PID         -  JU0051
 JU0051  STATE/COUNTY-  NJ/OCEAN
 JU0051  USGS QUAD   -  FORKED RIVER (1989)
 JU0051
 JU0051                         *CURRENT SURVEY CONTROL
 JU0051  ___________________________________________________________________
 JU0051* NAD 83(1986)-  39 52 03.     (N)    074 10 10.     (W)     SCALED    
 JU0051* NAVD 88     -         0.817  (meters)       2.68   (feet)  ADJUSTED  
 JU0051  ___________________________________________________________________
 JU0051  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU0051  DYNAMIC HT  -           0.816 (meters)       2.68  (feet)  COMP
 JU0051  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 JU0051
 JU0051  VERT ORDER  -  FIRST     CLASS I
 JU0051
 JU0051.The horizontal coordinates were scaled from a topographic map and have
 JU0051.an estimated accuracy of +/- 6 seconds.
 JU0051
 JU0051.The orthometric height was determined by differential leveling
 JU0051.and adjusted by the National Geodetic Survey in June 1991..
 JU0051
 JU0051.The geoid height was determined by GEOID03.
 JU0051
 JU0051.The dynamic height is computed by dividing the NAVD 88
 JU0051.geopotential number by the normal gravity value computed on the
 JU0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0051.degrees latitude (g = 980.6199 gals.).
 JU0051
 JU0051.The modeled gravity was interpolated from observed gravity values.
 JU0051
 JU0051;                    North         East    Units  Estimated Accuracy
 JU0051;SPC NJ       -   114,860.      178,280.      MT  (+/- 180 meters Scaled)
 JU0051
 JU0051                          SUPERSEDED SURVEY CONTROL
 JU0051
 JU0051  NGVD 29 (04/16/92)    1.188  (m)            3.90   (f) ADJUSTED    1 1
 JU0051
 JU0051.Superseded values are not recommended for survey control.
 JU0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0051.See file dsdata.txt to determine how the superseded data were derived.
 JU0051
 JU0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK710133(NAD 83)
 JU0051_MARKER: DR = REFERENCE MARK DISK
 JU0051_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JU0051_SP_SET: TOP OF RETAINING WALL
 JU0051_STAMPING: H 68 GAGING STATION
 JU0051_MARK LOGO: USGS  
 JU0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0051+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 JU0051
 JU0051  HISTORY     - Date     Condition        Report By
 JU0051  HISTORY     - 1964     MONUMENTED       USGS
 JU0051  HISTORY     - 1964     GOOD             CGS
 JU0051  HISTORY     - 1979     GOOD             NGS
 JU0051  HISTORY     - 1987     GOOD             USPSQD
 JU0051  HISTORY     - 19910312 GOOD             NJGS
 JU0051  HISTORY     - 19961014 GOOD             USPSQD
 JU0051  HISTORY     - 20040810 GOOD             NJDEP
 JU0051
 JU0051                          STATION DESCRIPTION
 JU0051
 JU0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0051'2.5 MI NE FROM FORKED RIVER.
 JU0051'ABOUT 2.5 MILES NORTHEAST ALONG U.S. HIGHWAY 9 FROM THE POST
 JU0051'OFFICE AT FORKED RIVER, SET IN THE TOP AT THE SOUTHEAST END OF
 JU0051'THE SOUTHWEST RETAINING WALL OF A SPILLWAY ACROSS CEDAR CREEK,
 JU0051'31 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 14.0 FEET
 JU0051'NORTH OF THE WEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE OVER CEDAR
 JU0051'CREEK, 27.5 FEET EAST OF THE EAST CORNER OF GAGING STATION
 JU0051'BUILDING, AND ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY.
 JU0051'NOTE-- H 68 WAS STAMPED ON DISK BY THIS PARTY 10/64.
 JU0051
 JU0051                          STATION RECOVERY (1979)
 JU0051
 JU0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0051'RECOVERED IN GOOD CONDITION.
 JU0051
 JU0051                          STATION RECOVERY (1987)
 JU0051
 JU0051'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0051'RECOVERED IN GOOD CONDITION.
 JU0051
 JU0051                          STATION RECOVERY (1991)
 JU0051
 JU0051'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 JU0051'THE STATION IS LOCATED IN LACEY TOWNSHIP ON THE NORTHWEST SIDE OF U.S.
 JU0051'HIGHWAY 9 NEAR THE BRIDGE OVER CEDAR CREEK. TO REACH THE STATION FROM
 JU0051'THE U.S. POST OFFICE IN FORKED RIVER, GO NORTHEAST ON U.S. HIGHWAY 9
 JU0051'FOR 2.5 MI (4.0 KM) TO THE STATION ON THE LEFT. THE STATION IS 14.0
 JU0051'FT (4.3 M) NORTH OF THE WEST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE
 JU0051'OVER CEDAR CREEK, 27.5 FT (8.4 M) EAST OF THE EAST CORNER OF THE USGS
 JU0051'GAGING STATION BUILDING AND ABOUT 5.0 FT (1.5 M) BELOW THE LEVEL OF
 JU0051'THE HIGHWAY.  THE STATION IS A STANDARD REFERENCE MARK DISK, STAMPED
 JU0051'H 68 GAGING STATION, SET IN THE TOP AT THE SOUTHEAST END OF THE
 JU0051'SOUTHWEST RETAINING WALL OF A SPILLWAY ACROSS CEDAR CREEK.
 JU0051
 JU0051                          STATION RECOVERY (1996)
 JU0051
 JU0051'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0051'RECOVERED IN GOOD CONDITION.
 JU0051
 JU0051                          STATION RECOVERY (2004)
 JU0051
 JU0051'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2004 (WM)
 JU0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0865 ***********************************************************************
 KV0865  DESIGNATION -  H 69
 KV0865  PID         -  KV0865
 KV0865  STATE/COUNTY-  NJ/OCEAN
 KV0865  USGS QUAD   -  POINT PLEASANT (1989)
 KV0865
 KV0865                         *CURRENT SURVEY CONTROL
 KV0865  ___________________________________________________________________
 KV0865* NAD 83(1996)-  40 01 35.17816(N)    074 03 13.38874(W)     ADJUSTED  
 KV0865* NAVD 88     -         2.271  (meters)       7.45   (feet)  ADJUSTED  
 KV0865  ___________________________________________________________________
 KV0865  X           -   1,343,677.784 (meters)                     COMP
 KV0865  Y           -  -4,702,597.257 (meters)                     COMP
 KV0865  Z           -   4,080,214.127 (meters)                     COMP
 KV0865  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 KV0865  ELLIP HEIGHT-         -30.78  (meters)          (10/23/02) GPS OBS
 KV0865  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV0865  DYNAMIC HT  -           2.270 (meters)       7.45  (feet)  COMP
 KV0865  MODELED GRAV-     980,160.1   (mgal)                       NAVD 88
 KV0865
 KV0865  HORZ ORDER  -  FIRST
 KV0865  VERT ORDER  -  FIRST     CLASS I
 KV0865  ELLP ORDER  -  FOURTH    CLASS I
 KV0865
 KV0865.The horizontal coordinates were established by GPS observations
 KV0865.and adjusted by the National Geodetic Survey in May 1999..
 KV0865
 KV0865.The orthometric height was determined by differential leveling
 KV0865.and adjusted by the National Geodetic Survey in June 1991..
 KV0865.WARNING-Repeat measurements at this control monument indicate possible
 KV0865.vertical movement.
 KV0865
 KV0865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0865
 KV0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0865
 KV0865.The ellipsoidal height was determined by GPS observations
 KV0865.and is referenced to NAD 83.
 KV0865
 KV0865.The geoid height was determined by GEOID03.
 KV0865
 KV0865.The dynamic height is computed by dividing the NAVD 88
 KV0865.geopotential number by the normal gravity value computed on the
 KV0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0865.degrees latitude (g = 980.6199 gals.).
 KV0865
 KV0865.The modeled gravity was interpolated from observed gravity values.
 KV0865
 KV0865;                    North         East     Units Scale Factor Converg.
 KV0865;SPC NJ       -   132,545.106   188,091.204   MT  0.99991786   +0 17 13.3
 KV0865;SPC NJ       -   434,858.40    617,095.89   sFT  0.99991786   +0 17 13.3
 KV0865;UTM  18      - 4,431,120.475   580,743.736   MT  0.99968026   +0 36 31.0
 KV0865
 KV0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0865!SPC NJ       -   1.00000483  x   0.99991786  =   0.99992269
 KV0865!UTM  18      -   1.00000483  x   0.99968026  =   0.99968509
 KV0865
 KV0865                          SUPERSEDED SURVEY CONTROL
 KV0865
 KV0865  ELLIP H (05/14/99)  -30.80   (m)                       GP(       ) 4 1
 KV0865  NAD 83(1986)-  40 01 35.17928(N)    074 03 13.39355(W) AD(       ) 1
 KV0865  NAVD 88 (05/17/94)    2.27   (m)            7.4    (f) LEVELING    3  
 KV0865  NGVD 29 (04/16/92)    2.615  (m)            8.58   (f) ADJUSTED    1 1
 KV0865
 KV0865.Superseded values are not recommended for survey control.
 KV0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0865.See file dsdata.txt to determine how the superseded data were derived.
 KV0865
 KV0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8074431120(NAD 83)
 KV0865_MARKER: DB = BENCH MARK DISK
 KV0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0865_SP_SET: CONCRETE POST
 KV0865_STAMPING: H 69 1964
 KV0865_MARK LOGO: CGS   
 KV0865_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0865+STABILITY: SURFACE MOTION
 KV0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0865+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1998
 KV0865
 KV0865  HISTORY     - Date     Condition        Report By
 KV0865  HISTORY     - 1964     MONUMENTED       CGS
 KV0865  HISTORY     - 1979     GOOD             NGS
 KV0865  HISTORY     - 1987     GOOD             USPSQD
 KV0865  HISTORY     - 1987     GOOD             USPSQD
 KV0865  HISTORY     - 1990     GOOD             USPSQD
 KV0865  HISTORY     - 19930426 GOOD             MCCRON
 KV0865  HISTORY     - 19980602 GOOD             NJGS
 KV0865
 KV0865                          STATION DESCRIPTION
 KV0865
 KV0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0865'1.8 MI N FROM NORMANDY BEACH.
 KV0865'1.75 MILES NORTH ALONG OCEAN BOULEVARD (STATE HIGHWAY 35) FROM
 KV0865'THE POST OFFICE AT NORMANDY BEACH, 0.9 MILE SOUTH ALONG OCEAN
 KV0865'AVENUE (STATE HIGHWAY 35) FROM THE JUNCTION OF COUNTY ROAD 528
 KV0865'AT MANTOLOKING, NEAR THE SOUTH CITY LIMITS OF MANTOLOKING,
 KV0865'26 FEET EAST OF THE CENTER LINE OF THE NORTH-BOUND LANE OF THE
 KV0865'AVENUE, 118 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE
 KV0865'CAR GARAGE, 37.5 FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY
 KV0865'TO HOUSE AT 1565 OCEAN AVENUE, 22 FEET NORTH OF A CONCRETE
 KV0865'PROPERTY LINE POST PROJECTING 0.2 FOOT, 0.1 FOOT WEST OF A
 KV0865'WOODEN RAIL FENCE, 2.0 FEET NORTH OF A METAL WITNESS POST AND
 KV0865'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE SURFACE OF THE
 KV0865'GROUND.
 KV0865
 KV0865                          STATION RECOVERY (1979)
 KV0865
 KV0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0865'NOTE--22.5 FEET NORTH-NORTHEAST OF POWER POLE NUMBEE JC 180 BK.
 KV0865'THE MARK IS 1.0 FT  SW FROM A WITNESS POST.
 KV0865
 KV0865                          STATION RECOVERY (1987)
 KV0865
 KV0865'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0865'RECOVERED IN GOOD CONDITION.
 KV0865
 KV0865                          STATION RECOVERY (1987)
 KV0865
 KV0865'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0865'RECOVERED IN GOOD CONDITION.
 KV0865
 KV0865                          STATION RECOVERY (1990)
 KV0865
 KV0865'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0865'RECOVERED IN GOOD CONDITION.
 KV0865
 KV0865                          STATION RECOVERY (1993)
 KV0865
 KV0865'RECOVERY NOTE BY J R MCCRONE JR INCORPORATED 1993
 KV0865'RECOVERED IN GOOD CONDITION.
 KV0865
 KV0865                          STATION RECOVERY (1998)
 KV0865
 KV0865'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV0865'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0185 ***********************************************************************
 JU0185  DESIGNATION -  H 7
 JU0185  PID         -  JU0185
 JU0185  STATE/COUNTY-  NJ/OCEAN
 JU0185  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0185
 JU0185                         *CURRENT SURVEY CONTROL
 JU0185  ___________________________________________________________________
 JU0185* NAD 83(1986)-  39 38 39.     (N)    074 10 52.     (W)     SCALED    
 JU0185* NAVD 88     -         1.747  (meters)       5.73   (feet)  ADJUSTED  
 JU0185  ___________________________________________________________________
 JU0185  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JU0185  DYNAMIC HT  -           1.746 (meters)       5.73  (feet)  COMP
 JU0185  MODELED GRAV-     980,150.3   (mgal)                       NAVD 88
 JU0185
 JU0185  VERT ORDER  -  FIRST     CLASS I
 JU0185
 JU0185.The horizontal coordinates were scaled from a topographic map and have
 JU0185.an estimated accuracy of +/- 6 seconds.
 JU0185
 JU0185.The orthometric height was determined by differential leveling
 JU0185.and adjusted by the National Geodetic Survey in June 1991..
 JU0185
 JU0185.The geoid height was determined by GEOID03.
 JU0185
 JU0185.The dynamic height is computed by dividing the NAVD 88
 JU0185.geopotential number by the normal gravity value computed on the
 JU0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0185.degrees latitude (g = 980.6199 gals.).
 JU0185
 JU0185.The modeled gravity was interpolated from observed gravity values.
 JU0185
 JU0185;                    North         East    Units  Estimated Accuracy
 JU0185;SPC NJ       -    90,060.      177,370.      MT  (+/- 180 meters Scaled)
 JU0185
 JU0185                          SUPERSEDED SURVEY CONTROL
 JU0185
 JU0185  NGVD 29 (??/??/??)    2.129  (m)            6.98   (f) ADJUSTED    1 1
 JU0185
 JU0185.Superseded values are not recommended for survey control.
 JU0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0185.See file dsdata.txt to determine how the superseded data were derived.
 JU0185
 JU0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ702885(NAD 83)
 JU0185_MARKER: DB = BENCH MARK DISK
 JU0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0185_SP_SET: CONCRETE BASE
 JU0185_STAMPING: H 7 1930
 JU0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0185
 JU0185  HISTORY     - Date     Condition        Report By
 JU0185  HISTORY     - 1930     MONUMENTED       CGS
 JU0185  HISTORY     - 1964     GOOD             CGS
 JU0185  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU0185  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0185
 JU0185                          STATION DESCRIPTION
 JU0185
 JU0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0185'AT SHIP BOTTOM.
 JU0185'AT SHIP BOTTOM, NEAR THE INTERSECTION OF CENTRAL AVENUE AND
 JU0185'17TH STREET, 3.3 FEET NORTHEAST OF BEACH ARLINGTON R.M. 1
 JU0185'DESCRIBED, SET AT THE BOTTOM OF A 3 INCH IRON WELL (NO CAP) AT
 JU0185'THE SOUTHEAST SIDE OF THE CONCRETE BASE OF THE SHIP BOTTOM
 JU0185'STANDPIPE (THE TOP OF A LAG SCREW), AND ABOUT 2 FEET ABOVE THE
 JU0185'LEVEL OF THE GROUND.  WASHER STAMPED H 7 1930.
 JU0185
 JU0185                          STATION RECOVERY (1984)
 JU0185
 JU0185'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0185'MARK NOT FOUND.
 JU0185
 JU0185                          STATION RECOVERY (1985)
 JU0185
 JU0185'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0834 ***********************************************************************
 KU0834  DESIGNATION -  H 70
 KU0834  PID         -  KU0834
 KU0834  STATE/COUNTY-  NJ/MONMOUTH
 KU0834  USGS QUAD   -  SANDY HOOK (1981)
 KU0834
 KU0834                         *CURRENT SURVEY CONTROL
 KU0834  ___________________________________________________________________
 KU0834* NAD 83(1986)-  40 24 45.     (N)    073 58 49.     (W)     SCALED    
 KU0834* NAVD 88     -         4.713  (meters)      15.46   (feet)  ADJUSTED  
 KU0834  ___________________________________________________________________
 KU0834  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KU0834  DYNAMIC HT  -           4.711 (meters)      15.46  (feet)  COMP
 KU0834  MODELED GRAV-     980,189.7   (mgal)                       NAVD 88
 KU0834
 KU0834  VERT ORDER  -  FIRST     CLASS II
 KU0834
 KU0834.The horizontal coordinates were scaled from a topographic map and have
 KU0834.an estimated accuracy of +/- 6 seconds.
 KU0834
 KU0834.The orthometric height was determined by differential leveling
 KU0834.and adjusted by the National Geodetic Survey in May 2006..
 KU0834.WARNING-Repeat measurements at this control monument indicate possible
 KU0834.vertical movement.
 KU0834
 KU0834.The geoid height was determined by GEOID03.
 KU0834
 KU0834.The dynamic height is computed by dividing the NAVD 88
 KU0834.geopotential number by the normal gravity value computed on the
 KU0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0834.degrees latitude (g = 980.6199 gals.).
 KU0834
 KU0834.The modeled gravity was interpolated from observed gravity values.
 KU0834
 KU0834;                    North         East    Units  Estimated Accuracy
 KU0834;SPC NJ       -   175,440.      194,110.      MT  (+/- 180 meters Scaled)
 KU0834
 KU0834                          SUPERSEDED SURVEY CONTROL
 KU0834
 KU0834  NAVD 88 (06/15/91)    4.733  (m)           15.53   (f) UNKNOWN     1 2
 KU0834  NGVD 29 (01/10/92)    5.052  (m)           16.57   (f) ADJUSTED    1 2
 KU0834
 KU0834.Superseded values are not recommended for survey control.
 KU0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0834.See file dsdata.txt to determine how the superseded data were derived.
 KU0834
 KU0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK865740(NAD 83)
 KU0834_MARKER: DB = BENCH MARK DISK
 KU0834_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KU0834_SP_SET: SEA WALL
 KU0834_STAMPING: H 70 1964
 KU0834_MARK LOGO: CGS   
 KU0834_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU0834+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2003
 KU0834
 KU0834  HISTORY     - Date     Condition        Report By
 KU0834  HISTORY     - 1964     MONUMENTED       CGS
 KU0834  HISTORY     - 1979     GOOD             NGS
 KU0834  HISTORY     - 19970904 GOOD             USPSQD
 KU0834  HISTORY     - 20030528 GOOD             NJGS
 KU0834  HISTORY     - 20030805 GOOD             GREOMA
 KU0834
 KU0834                          STATION DESCRIPTION
 KU0834
 KU0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KU0834'1.2 MI S FROM FORT HANCOCK.
 KU0834'1.25 MILE SOUTH ALONG SANDY HOOK ROAD FROM THE MAIN GATE TO THE
 KU0834'MILITARY RESERVATION, ABOUT 1.1 MILE NORTH OF THE EAST END OF
 KU0834'STATE HIGHWAY 36 BRIDGE OVER THE SHREWSBURY RIVER, 116.0 FEET
 KU0834'SOUTH-SOUTHEAST OF POWER LINE POLE NUMBER JC 368 SBR, 87.0 FEET
 KU0834'NORTH-NORTHEAST OF POWER LINE POLE NUMBER JC 367 SBR, 54.0 FEET EAST
 KU0834'OF THE CENTER LINE OF THE NORTH BOUND LANE OF SANDY HOOK ROAD,
 KU0834'2.0 FEET EAST OF THE WEST EDGE OF SEA WALL, 2.0 FEET WEST OF
 KU0834'THE EAST EDGE OF CONCRETE SEA WALL, ABOUT 6 FOOT ABOVE SANDY
 KU0834'HOOK ROAD AND SET IN THE TOP OF A CONCRETE SEA WALL.
 KU0834
 KU0834                          STATION RECOVERY (1979)
 KU0834
 KU0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KU0834'NOTE, CHANGE POWER POLE NUMBER JC 368 SRB IS NOW JC 8354 MPT,
 KU0834'POWER POLE NUMBER JC 367 SRB IS NOW JC 8353 MPT.
 KU0834'THE MARK IS 15 FT  E FROM A WITNESS POST.
 KU0834
 KU0834                          STATION RECOVERY (1997)
 KU0834
 KU0834'RECOVERY NOTE BY US POWER SQUADRON 1997
 KU0834'RECOVERED IN GOOD CONDITION.
 KU0834
 KU0834                          STATION RECOVERY (2003)
 KU0834
 KU0834'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 KU0834'RECOVERED IN GOOD CONDITION. NORE--THE WITNESS POST AS DESCRIBED IN
 KU0834'1979 IS GONE.  THE STATION IS LOCATED IN THE GATEWAY NATIONAL
 KU0834'RECREATION AREA, SANDY HOOK.
 KU0834' 
 KU0834'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 36 (OCEAN
 KU0834'AVENUE) AND COUNTY  ROUTE 520 (RUMSON ROAD) AT THE BRIDGE CROSSING THE
 KU0834'SHREWSBURY RIVER IN SEA BRIGHT, GO  ABOUT 2.0 MILES NORTH ON ROUTE 36
 KU0834'TO THE JUNCTION WITH SANDY HOOK ROAD AHEAD,  CONTINUE NORTH FOR 1.15
 KU0834'MILES ON SANDY HOOK ROAD INTO THE PARK TO THE STATION ON THE  RIGHT.
 KU0834
 KU0834                          STATION RECOVERY (2003)
 KU0834
 KU0834'RECOVERY NOTE BY GREENHORNE-OMARA 2003 (TDT)
 KU0834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0027 ***********************************************************************
 KV0027  DESIGNATION -  H 71
 KV0027  PID         -  KV0027
 KV0027  STATE/COUNTY-  NJ/MIDDLESEX
 KV0027  USGS QUAD   -  PERTH AMBOY (1981)
 KV0027
 KV0027                         *CURRENT SURVEY CONTROL
 KV0027  ___________________________________________________________________
 KV0027* NAD 83(1986)-  40 33 55.     (N)    074 17 14.     (W)     SCALED    
 KV0027* NAVD 88     -        12.409  (meters)      40.71   (feet)  ADJUSTED  
 KV0027  ___________________________________________________________________
 KV0027  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KV0027  DYNAMIC HT  -          12.404 (meters)      40.70  (feet)  COMP
 KV0027  MODELED GRAV-     980,212.9   (mgal)                       NAVD 88
 KV0027
 KV0027  VERT ORDER  -  FIRST     CLASS I
 KV0027
 KV0027.The horizontal coordinates were scaled from a topographic map and have
 KV0027.an estimated accuracy of +/- 6 seconds.
 KV0027
 KV0027.The orthometric height was determined by differential leveling
 KV0027.and adjusted by the National Geodetic Survey in June 1991..
 KV0027
 KV0027.The geoid height was determined by GEOID03.
 KV0027
 KV0027.The dynamic height is computed by dividing the NAVD 88
 KV0027.geopotential number by the normal gravity value computed on the
 KV0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0027.degrees latitude (g = 980.6199 gals.).
 KV0027
 KV0027.The modeled gravity was interpolated from observed gravity values.
 KV0027
 KV0027;                    North         East    Units  Estimated Accuracy
 KV0027;SPC NJ       -   192,300.      168,020.      MT  (+/- 180 meters Scaled)
 KV0027
 KV0027                          SUPERSEDED SURVEY CONTROL
 KV0027
 KV0027  NGVD 29 (04/16/92)   12.720  (m)           41.73   (f) ADJUSTED    1 1
 KV0027
 KV0027.Superseded values are not recommended for survey control.
 KV0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0027.See file dsdata.txt to determine how the superseded data were derived.
 KV0027
 KV0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK603907(NAD 83)
 KV0027_MARKER: DB = BENCH MARK DISK
 KV0027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0027_SP_SET: CULVERT
 KV0027_STAMPING: H 71 1965
 KV0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0027
 KV0027  HISTORY     - Date     Condition        Report By
 KV0027  HISTORY     - 1965     MONUMENTED       CGS
 KV0027  HISTORY     - 1965     GOOD             NJGS
 KV0027  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV0027
 KV0027                          STATION DESCRIPTION
 KV0027
 KV0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0027'AT WOODBRIDGE.
 KV0027'AT WOODBRIDGE, ABOUT 0.8 MILE NORTH ALONG AMBOY AVENUE (STATE
 KV0027'HIGHWAY 35) FROM THE INTERSECTION OF MAIN STREET, ABOUT 0.1 MILE
 KV0027'SOUTH OF THE JUNCTION OF ST. GEORGE AVENUE, SET ON THE TOP OF THE
 KV0027'SOUTH END OF THE EAST CONCRETE HEAD WALL OF A 6-FOOT BOX CULVERT
 KV0027'UNDER THE AVENUE, 9 1/2 FEET EAST OF THE EAST CURB LINE OF THE
 KV0027'HIGHWAY, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KV0027
 KV0027                          STATION RECOVERY (1965)
 KV0027
 KV0027'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1965
 KV0027'RECOVERED IN GOOD CONDITION.
 KV0027
 KV0027                          STATION RECOVERY (1989)
 KV0027
 KV0027'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0054 ***********************************************************************
 KV0054  DESIGNATION -  H 72
 KV0054  PID         -  KV0054
 KV0054  STATE/COUNTY-  NJ/UNION
 KV0054  USGS QUAD   -  ARTHUR KILL (1981)
 KV0054
 KV0054                         *CURRENT SURVEY CONTROL
 KV0054  ___________________________________________________________________
 KV0054* NAD 83(1986)-  40 37 06.     (N)    074 14 43.     (W)     SCALED    
 KV0054* NAVD 88     -         6.281  (meters)      20.61   (feet)  ADJUSTED  
 KV0054  ___________________________________________________________________
 KV0054  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV0054  DYNAMIC HT  -           6.278 (meters)      20.60  (feet)  COMP
 KV0054  MODELED GRAV-     980,216.5   (mgal)                       NAVD 88
 KV0054
 KV0054  VERT ORDER  -  FIRST     CLASS I
 KV0054
 KV0054.This mark is at Linden Airport (LDJ)
 KV0054
 KV0054.The horizontal coordinates were scaled from a topographic map and have
 KV0054.an estimated accuracy of +/- 6 seconds.
 KV0054
 KV0054.The orthometric height was determined by differential leveling
 KV0054.and adjusted by the National Geodetic Survey in June 1991..
 KV0054
 KV0054.The geoid height was determined by GEOID03.
 KV0054
 KV0054.The dynamic height is computed by dividing the NAVD 88
 KV0054.geopotential number by the normal gravity value computed on the
 KV0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0054.degrees latitude (g = 980.6199 gals.).
 KV0054
 KV0054.The modeled gravity was interpolated from observed gravity values.
 KV0054
 KV0054;                    North         East    Units  Estimated Accuracy
 KV0054;SPC NJ       -   198,200.      171,550.      MT  (+/- 180 meters Scaled)
 KV0054
 KV0054                          SUPERSEDED SURVEY CONTROL
 KV0054
 KV0054  NGVD 29 (04/16/92)    6.605  (m)           21.67   (f) ADJUSTED    1 1
 KV0054
 KV0054.Superseded values are not recommended for survey control.
 KV0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0054.See file dsdata.txt to determine how the superseded data were derived.
 KV0054
 KV0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK638966(NAD 83)
 KV0054_MARKER: DB = BENCH MARK DISK
 KV0054_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV0054_SP_SET: WIND INDICATOR BASE
 KV0054_STAMPING: H 72 1965
 KV0054_MARK LOGO: CGS   
 KV0054_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0054+STABILITY: SURFACE MOTION
 KV0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0054+SATELLITE: SATELLITE OBSERVATIONS - September 03, 1992
 KV0054
 KV0054  HISTORY     - Date     Condition        Report By
 KV0054  HISTORY     - 1965     MONUMENTED       CGS
 KV0054  HISTORY     - 19920903 GOOD             NJGS
 KV0054  HISTORY     - 19920903 GOOD             NJGS
 KV0054  HISTORY     - 19950531 MARK NOT FOUND   USPSQD
 KV0054
 KV0054                          STATION DESCRIPTION
 KV0054
 KV0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0054'AT LINDEN.
 KV0054'AT LINDEN, AT THE LINDEN AIRPORT, ABOUT 0.15 MILE EAST OF THE
 KV0054'CONTROL TOWER, AT THE INTERSECTION OF THE EAST-WEST AND THE
 KV0054'NORTH-SOUTH RUNWAY, SET IN THE TOP OF THE EAST CORNER OF THE
 KV0054'CONCRETE BASE OF THE WIND INDICATOR, 95 FEET EAST OF THE EAST
 KV0054'EDGE OF THE NORTH-SOUTH RUNWAY, 155 FEET NORTH OF THE NORTH EDGE
 KV0054'OF THE EAST-WEST RUNWAY, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL
 KV0054'OF THE GROUND.
 KV0054
 KV0054                          STATION RECOVERY (1992)
 KV0054
 KV0054'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV0054'THE STATION IS LOCATED IN THE CITY OF LINDEN WITHIN THE BOUNDARY OF
 KV0054'THE LINDEN AIRPORT.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV0054'U.S. HIGHWAYS 1 AND 9 AND SOUTH WOOD AVENUE, GO SOUTH ON U.S.
 KV0054'HIGHWAYS 1 AND 9 FOR 0.7 MI (1.1 KM) TO A TRAFFIC LIGHT AND THE
 KV0054'AIRPORT ENTRANCE ON THE LEFT.  PERMISSION TO OCCUPY THE STATION
 KV0054'SHOULD BE OBTAINED FROM MR. PAUL DUDLEY, AIRPORT MANAGER, PHONE  908
 KV0054'862 5557. TURN LEFT AND GO 0.20 MI (0.32 KM) TO RUNWAY 14 TAXIWAY.
 KV0054'TURN RIGHT AND GO 0.15 MI (0.24 KM) ALONG RUNWAY 14 TAXIWAY TO THE
 KV0054'STATION ON THE LEFT, SET AT THE EAST CORNER OF A 1.O M SQUARE
 KV0054'CONCRETE BASE OF A FORMER WIND INDICATOR LOCATED BETWEEN THE TAXIWAY
 KV0054'FOR RUNWAY 14 TO THE SOUTHWEST, RUNWAY 14 TO THE NORTHEAST, RUNWAY 27
 KV0054'TO THE SOUTHEAST AND THE TAXIWAY A CUT ACROSS FOR RUNWAY 27 TO THE
 KV0054'NORTHWEST.  THE STATION IS ABOUT 5 FT (1.5 M) NORTHEAST FROM THE
 KV0054'NORTHEAST EDGE OF PAVING FOR RUNWAY 14 TAXIWAY, 66 PACES SOUTHEAST
 KV0054'FROM THE CENTERLINE OF TAXIWAY A CUT ACROSS, 63 PACES SOUTHWEST FROM
 KV0054'THE CENTERLINE OF RUNWAY 14 AND 150 PACES SOUTH FROM STATION LINDEN
 KV0054'2 IN THE BASE OF A WIND INDICATOR.
 KV0054
 KV0054                          STATION RECOVERY (1992)
 KV0054
 KV0054'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (RJK)
 KV0054'THE STATION IS LOCATED IN THE CITY OF LINDEN WITHIN THE BOUNDARY OF
 KV0054'THE LINDEN AIRPORT.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV0054'U.S.  HIGHWAYS 1 AND 9 AND SOUTH WOOD AVENUE, GO SOUTH ON U.S.
 KV0054'HIGHWAYS 1 AND 9 FOR 0.7 MI (1.1 KM) TO A TRAFFIC LIGHT AND THE
 KV0054'AIRPORT ENTRANCE ON THE LEFT.  PERMISSION TO OCCUPY THE STATION SHOULD
 KV0054'BE OBTAINED FROM MR.  PAUL DUDLEY, AIRPORT MANAGER, PHONE (908)
 KV0054'862-5557.  TURN LEFT AND GO 0.20 MI (0.32 KM) TO RUNWAY 14 TAXIWAY.
 KV0054'TURN RIGHT AND GO 0.15 MI (0.24 KM) ALONG RUNWAY 14 TAXIWAY TO THE
 KV0054'STATION ON THE LEFT, SET AT THE EAST CORNER OF A 1.O M SQUARE CONCRETE
 KV0054'BASE OF A FORMER WIND INDICATOR LOCATED BETWEEN THE TAXIWAY FOR RUNWAY
 KV0054'14 TO THE SOUTHWEST, RUNWAY 14 TO THE NORTHEAST, RUNWAY 27 TO THE
 KV0054'SOUTHEAST AND THE TAXIWAY A CUT ACROSS FOR RUNWAY 27 TO THE NORTHWEST.
 KV0054'THE STATION IS ABOUT 5 FT (1.5 M) NORTHEAST FROM THE NORTHEAST EDGE OF
 KV0054'PAVING FOR RUNWAY 14 TAXIWAY, 66 PACES SOUTHEAST OF THE CENTERLINE OF
 KV0054'TAXIWAY A CUT ACROSS, 63 PACES SOUTHWEST OF THE CENTERLINE OF RUNWAY
 KV0054'14 AND 150 PACES SOUTH OF STATION LINDEN 2.
 KV0054
 KV0054                          STATION RECOVERY (1995)
 KV0054
 KV0054'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0965 ***********************************************************************
 KV0965  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0965  DESIGNATION -  H 73
 KV0965  PID         -  KV0965
 KV0965  STATE/COUNTY-  NJ/MIDDLESEX
 KV0965  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0965
 KV0965                         *CURRENT SURVEY CONTROL
 KV0965  ___________________________________________________________________
 KV0965* NAD 83(1986)-  40 24 59.     (N)    074 21 41.     (W)     SCALED    
 KV0965* NAVD 88     -         3.053  (meters)      10.02   (feet)  ADJUSTED  
 KV0965  ___________________________________________________________________
 KV0965  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KV0965  DYNAMIC HT  -           3.051 (meters)      10.01  (feet)  COMP
 KV0965  MODELED GRAV-     980,201.6   (mgal)                       NAVD 88
 KV0965
 KV0965  VERT ORDER  -  FIRST     CLASS II
 KV0965
 KV0965.The horizontal coordinates were scaled from a topographic map and have
 KV0965.an estimated accuracy of +/- 6 seconds.
 KV0965
 KV0965.The orthometric height was determined by differential leveling
 KV0965.and adjusted by the National Geodetic Survey in June 1991..
 KV0965
 KV0965.This Tidal Bench Mark is designated as VM 2523
 KV0965.by the Center for Operational Oceanographic Products and Services.
 KV0965
 KV0965.The geoid height was determined by GEOID03.
 KV0965
 KV0965.The dynamic height is computed by dividing the NAVD 88
 KV0965.geopotential number by the normal gravity value computed on the
 KV0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0965.degrees latitude (g = 980.6199 gals.).
 KV0965
 KV0965.The modeled gravity was interpolated from observed gravity values.
 KV0965
 KV0965;                    North         East    Units  Estimated Accuracy
 KV0965;SPC NJ       -   175,750.      161,760.      MT  (+/- 180 meters Scaled)
 KV0965
 KV0965                          SUPERSEDED SURVEY CONTROL
 KV0965
 KV0965  NGVD 29 (01/10/92)    3.382  (m)           11.10   (f) ADJUSTED    1 2
 KV0965
 KV0965.Superseded values are not recommended for survey control.
 KV0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0965.See file dsdata.txt to determine how the superseded data were derived.
 KV0965
 KV0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK541741(NAD 83)
 KV0965_MARKER: DB = BENCH MARK DISK
 KV0965_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0965_SP_SET: ABUTMENT
 KV0965_STAMPING: H 73 1974
 KV0965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0965+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2002
 KV0965
 KV0965  HISTORY     - Date     Condition        Report By
 KV0965  HISTORY     - 1974     MONUMENTED       NGS
 KV0965  HISTORY     - 20021101 GOOD             NJGS
 KV0965
 KV0965                          STATION DESCRIPTION
 KV0965
 KV0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV0965'0.4 MI NE FROM OLD BRIDGE.
 KV0965'0.35 MILE NORTHEAST ALONG BORDENTOWN AVENUE FROM THE POST OFFICE
 KV0965'AT OLD BRIDGE, ABOUT 265 YARDS NORTHEAST OF THE ABANDONED PENN
 KV0965'CENTRAL RAILROAD STATION, IN THE TOP OF THE SOUTHEAST END OF THE
 KV0965'NORTHEAST CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER SOUTH RIVER,
 KV0965'21 FEET SOUTHEAST OF THE CENTER LINE OF THE AVENUE, 0.7 FOOT
 KV0965'SOUTHEAST OF AN 8-INCH PIPE LINE, AND ABOUT LEVEL WITH THE AVENUE.
 KV0965
 KV0965                          STATION RECOVERY (2002)
 KV0965
 KV0965'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (MVI)
 KV0965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1128 ***********************************************************************
 KV1128  DESIGNATION -  H 74
 KV1128  PID         -  KV1128
 KV1128  STATE/COUNTY-  NJ/MERCER
 KV1128  USGS QUAD   -  ALLENTOWN (1995)
 KV1128
 KV1128                         *CURRENT SURVEY CONTROL
 KV1128  ___________________________________________________________________
 KV1128* NAD 83(1986)-  40 14 57.     (N)    074 34 00.     (W)     SCALED    
 KV1128* NAVD 88     -        30.931  (meters)     101.48   (feet)  ADJUSTED  
 KV1128  ___________________________________________________________________
 KV1128  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV1128  DYNAMIC HT  -          30.917 (meters)     101.43  (feet)  COMP
 KV1128  MODELED GRAV-     980,197.7   (mgal)                       NAVD 88
 KV1128
 KV1128  VERT ORDER  -  FIRST     CLASS II
 KV1128
 KV1128.The horizontal coordinates were scaled from a topographic map and have
 KV1128.an estimated accuracy of +/- 6 seconds.
 KV1128
 KV1128.The orthometric height was determined by differential leveling
 KV1128.and adjusted by the National Geodetic Survey in June 1991..
 KV1128
 KV1128.The geoid height was determined by GEOID03.
 KV1128
 KV1128.The dynamic height is computed by dividing the NAVD 88
 KV1128.geopotential number by the normal gravity value computed on the
 KV1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1128.degrees latitude (g = 980.6199 gals.).
 KV1128
 KV1128.The modeled gravity was interpolated from observed gravity values.
 KV1128
 KV1128;                    North         East    Units  Estimated Accuracy
 KV1128;SPC NJ       -   157,180.      144,330.      MT  (+/- 180 meters Scaled)
 KV1128
 KV1128                          SUPERSEDED SURVEY CONTROL
 KV1128
 KV1128  NGVD 29 (01/10/92)   31.262  (m)          102.57   (f) ADJUSTED    1 2
 KV1128
 KV1128.Superseded values are not recommended for survey control.
 KV1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1128.See file dsdata.txt to determine how the superseded data were derived.
 KV1128
 KV1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK368555(NAD 83)
 KV1128_MARKER: DB = BENCH MARK DISK
 KV1128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1128_SP_SET: CULVERT
 KV1128_STAMPING: H 74 1974
 KV1128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1128
 KV1128  HISTORY     - Date     Condition        Report By
 KV1128  HISTORY     - 1974     MONUMENTED       NGS
 KV1128
 KV1128                          STATION DESCRIPTION
 KV1128
 KV1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1128'2.6 MI SW FROM HIGHTSTOWN.
 KV1128'0.3 MILE NORTHWEST ALONG STOCKTON AVENUE FROM THE WALTER C. CLARK
 KV1128'ELEMENTARY SCHOOL AT HIGHTSTOWN, THENCE 2.3 MILES SOUTHWEST
 KV1128'ALONG U.S. HIGHWAY 130, 3.85 MILES NORTHEAST OF ROBINSVILLE,
 KV1128'0.05 MILE SOUTHWEST OF THE CROSSING OF A POWER LINE, IN THE TOP
 KV1128'OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE CULVERT OVER BIG
 KV1128'BEAR BROOK, 36.6 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KV1128'NORTHBOUND LANES OF THE HIGHWAY, 23.7 FEET SOUTHWEST OF POWER
 KV1128'POLE JC 796 WA, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1146 ***********************************************************************
 KV1146  DESIGNATION -  H 75
 KV1146  PID         -  KV1146
 KV1146  STATE/COUNTY-  NJ/BURLINGTON
 KV1146  USGS QUAD   -  TRENTON EAST (1981)
 KV1146
 KV1146                         *CURRENT SURVEY CONTROL
 KV1146  ___________________________________________________________________
 KV1146* NAD 83(1986)-  40 08 20.     (N)    074 43 25.     (W)     SCALED    
 KV1146* NAVD 88     -        14.010  (meters)      45.96   (feet)  ADJUSTED  
 KV1146  ___________________________________________________________________
 KV1146  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV1146  DYNAMIC HT  -          14.004 (meters)      45.94  (feet)  COMP
 KV1146  MODELED GRAV-     980,196.1   (mgal)                       NAVD 88
 KV1146
 KV1146  VERT ORDER  -  FIRST     CLASS I
 KV1146
 KV1146.The horizontal coordinates were scaled from a topographic map and have
 KV1146.an estimated accuracy of +/- 6 seconds.
 KV1146
 KV1146.The orthometric height was determined by differential leveling
 KV1146.and adjusted by the National Geodetic Survey in June 1991..
 KV1146
 KV1146.The geoid height was determined by GEOID03.
 KV1146
 KV1146.The dynamic height is computed by dividing the NAVD 88
 KV1146.geopotential number by the normal gravity value computed on the
 KV1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1146.degrees latitude (g = 980.6199 gals.).
 KV1146
 KV1146.The modeled gravity was interpolated from observed gravity values.
 KV1146
 KV1146;                    North         East    Units  Estimated Accuracy
 KV1146;SPC NJ       -   144,960.      130,950.      MT  (+/- 180 meters Scaled)
 KV1146
 KV1146                          SUPERSEDED SURVEY CONTROL
 KV1146
 KV1146  NGVD 29 (01/10/92)   14.336  (m)           47.03   (f) ADJUSTED    1 1
 KV1146
 KV1146.Superseded values are not recommended for survey control.
 KV1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1146.See file dsdata.txt to determine how the superseded data were derived.
 KV1146
 KV1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK235432(NAD 83)
 KV1146_MARKER: DB = BENCH MARK DISK
 KV1146_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1146_SP_SET: HEADWALL
 KV1146_STAMPING: H 75 1974
 KV1146_MARK LOGO: NGS   
 KV1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1146+STABILITY: SURFACE MOTION
 KV1146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1146+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1988
 KV1146
 KV1146  HISTORY     - Date     Condition        Report By
 KV1146  HISTORY     - 1974     MONUMENTED       NGS
 KV1146  HISTORY     - 19880713 GOOD             NJGS
 KV1146
 KV1146                          STATION DESCRIPTION
 KV1146
 KV1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1146'1 MI SW FROM BORDENTOWN.
 KV1146'0.15 MILE SOUTHEAST ALONG PRINCE STREET FROM THE POST OFFICE AT
 KV1146'BORDENTOWN, THENCE 0.85 MILE SOUTHWEST ALONG WEST BURLINGTON
 KV1146'STREET, ON THE TOP OF THE NORTHEAST END OF THE NORTHWEST HEADWALL
 KV1146'OF A 30-FOOT CONCRETE BOX CULVERT, 16.4 FEET NORTHWEST OF THE
 KV1146'CENTER LINE OF THE STREET AND ABOUT LEVEL WITH THE STREET.
 KV1146
 KV1146                          STATION RECOVERY (1988)
 KV1146
 KV1146'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1162 ***********************************************************************
 KV1162  DESIGNATION -  H 76
 KV1162  PID         -  KV1162
 KV1162  STATE/COUNTY-  NJ/BURLINGTON
 KV1162  USGS QUAD   -  BEVERLY (1973)
 KV1162
 KV1162                         *CURRENT SURVEY CONTROL
 KV1162  ___________________________________________________________________
 KV1162* NAD 83(1996)-  40 04 04.39983(N)    074 53 07.71209(W)     ADJUSTED  
 KV1162* NAVD 88     -         5.939  (meters)      19.48   (feet)  ADJUSTED  
 KV1162  ___________________________________________________________________
 KV1162  X           -   1,274,500.132 (meters)                     COMP
 KV1162  Y           -  -4,718,751.090 (meters)                     COMP
 KV1162  Z           -   4,083,739.865 (meters)                     COMP
 KV1162  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 KV1162  ELLIP HEIGHT-         -26.91  (meters)          (10/23/02) GPS OBS
 KV1162  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV1162  DYNAMIC HT  -           5.937 (meters)      19.48  (feet)  COMP
 KV1162  MODELED GRAV-     980,192.5   (mgal)                       NAVD 88
 KV1162
 KV1162  HORZ ORDER  -  FIRST
 KV1162  VERT ORDER  -  FIRST     CLASS II
 KV1162  ELLP ORDER  -  FOURTH    CLASS I
 KV1162
 KV1162.The horizontal coordinates were established by GPS observations
 KV1162.and adjusted by the National Geodetic Survey in May 1999..
 KV1162
 KV1162.The orthometric height was determined by differential leveling
 KV1162.and adjusted by the National Geodetic Survey in June 1991..
 KV1162
 KV1162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1162
 KV1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1162
 KV1162.The ellipsoidal height was determined by GPS observations
 KV1162.and is referenced to NAD 83.
 KV1162
 KV1162.The geoid height was determined by GEOID03.
 KV1162
 KV1162.The dynamic height is computed by dividing the NAVD 88
 KV1162.geopotential number by the normal gravity value computed on the
 KV1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1162.degrees latitude (g = 980.6199 gals.).
 KV1162
 KV1162.The modeled gravity was interpolated from observed gravity values.
 KV1162
 KV1162;                    North         East     Units Scale Factor Converg.
 KV1162;SPC NJ       -   137,122.911   117,118.621   MT  0.99991331   -0 14 53.3
 KV1162;SPC NJ       -   449,877.42    384,246.68   sFT  0.99991331   -0 14 53.3
 KV1162;UTM  18      - 4,435,298.543   509,766.083   MT  0.99960117   +0 04 25.4
 KV1162
 KV1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1162!SPC NJ       -   1.00000422  x   0.99991331  =   0.99991753
 KV1162!UTM  18      -   1.00000422  x   0.99960117  =   0.99960539
 KV1162
 KV1162                          SUPERSEDED SURVEY CONTROL
 KV1162
 KV1162  NAD 83(1992)-  40 04 04.39914(N)    074 53 07.71220(W) AD(       ) 1
 KV1162  ELLIP H (12/16/96)  -26.94   (m)                       GP(       ) 2 1
 KV1162  NAVD 88 (12/16/96)    5.94   (m)           19.5    (f) LEVELING    3  
 KV1162  NGVD 29 (01/10/92)    6.261  (m)           20.54   (f) ADJUSTED    1 2
 KV1162
 KV1162.Superseded values are not recommended for survey control.
 KV1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1162.See file dsdata.txt to determine how the superseded data were derived.
 KV1162
 KV1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0976635299(NAD 83)
 KV1162_MARKER: DV = VERTICAL CONTROL DISK
 KV1162_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV1162_SP_SET: 30 FEET
 KV1162_STAMPING: H 76 1974
 KV1162_MARK LOGO: NGS   
 KV1162_PROJECTION: FLUSH
 KV1162_MAGNETIC: I = MARKER IS A STEEL ROD
 KV1162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1162+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2004
 KV1162_ROD/PIPE-DEPTH: 9.1  meters
 KV1162
 KV1162  HISTORY     - Date     Condition        Report By
 KV1162  HISTORY     - 1974     MONUMENTED       NGS
 KV1162  HISTORY     - 19940714 GOOD             USPSQD
 KV1162  HISTORY     - 19950224 GOOD             NJGS
 KV1162  HISTORY     - 20000830 GOOD             TWT
 KV1162  HISTORY     - 20041108 GOOD             INDIV
 KV1162
 KV1162                          STATION DESCRIPTION
 KV1162
 KV1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1162'1.8 MI SW FROM BURLINGTON.
 KV1162'1.0 MILE SOUTHWET ALONG U.S. HIGHWAY 130 FROM THE INTERSECTION
 KV1162'OF HIGH STREET AT BURLINGTON, THENCE 0.80 MILE WEST ALONG
 KV1162'BURLINGTON AVENUE (COUNTY ROAD 543), THENCE 0.05 MILE NORTHEAST
 KV1162'ALONG A BLACKTOP DRIVE ON THE SOUTHWEST SIDE OF THE SHEDAKER
 KV1162'SCHOOL, AT THE FLAG POLE IN THE CENTER OF THE TURN ARROUND ON
 KV1162'THE SOUTHWEST SIDE OF BEVERLY ROAD SCHOOL, 71.2 FEET WEST-NORTHWEST
 KV1162'OF THE SOUTHEAST CORNER OF PORCH AT THE SOUTHWEST ENTRANCE TO
 KV1162'BEVERLY ROAD SCHOOL, 35.1 FEET NORTHEAST OF A STREETLIGHT, 2
 KV1162'FEET NORTH OF THE FLAGPOLE AND ON THE TOP OF A COPPER COATED
 KV1162'STEEL ROD WHICH WAS DRIVEN TO A DEPTH OF 30 FEET, THE DISK IS
 KV1162'1 INCH BELOW THE SURFACE OF THE GROUND AND ENCASED IN A 4-INCH
 KV1162'PLASTIC PIPE FLUSH WITH THE GROUND.
 KV1162
 KV1162                          STATION RECOVERY (1994)
 KV1162
 KV1162'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1162'RECOVERED IN GOOD CONDITION.
 KV1162
 KV1162                          STATION RECOVERY (1995)
 KV1162
 KV1162'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV1162'THE STATION IS LOCATED IN BURLINGTON TOWNSHIP ON THE GROUNDS OF THE
 KV1162'FORMER BEVERLY ROAD SCHOOL, NOW OWNED BY THE RIMTEC CORPORATION.
 KV1162'PERMISSION TO OCCUPY THE STATION SHOULD BE OBTAINED FROM PAMELA A.
 KV1162'COLCLOUGH, ASSISTANT COMPTROLLER, PHONE (609) 387-0011.  TO REACH THE
 KV1162'STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 130 AND HIGH STREET,
 KV1162'COUNTY ROAD 541, GO SOUTHWEST ON U.S.  HIGHWAY 130 FOR 1.0 MI (1.6 KM)
 KV1162'TO THE WYE JUNCTION WITH BEVERLY ROAD, COUNTY ROAD 543 ON THE RIGHT.
 KV1162'BEAR TO THE RIGHT AND GO WEST ON COUNTY ROAD 543 FOR 0.8 MI (1.3 KM)
 KV1162'TO A BLACKTOP DRIVE LEADING TO THE RIMTEC CORPORATION ON THE RIGHT
 KV1162'ALONG THE SOUTHWEST SIDE OF THE FORMER SNEDAKER SCHOOL. TURN RIGHT AND
 KV1162'GO NORTHEAST ALONG THE BLACKTOP DRIVE FOR 0.04 MI (0.06 KM) TO A
 KV1162'FLAGPOLE IN THE CENTER OF A TURNAROUND ON THE SOUTHWEST SIDE OF THE
 KV1162'FORMER BEVERLY ROAD SCHOOL.  THE STATION IS 21.7 M (71.2 FT) WEST
 KV1162'NORTHWEST OF THE SOUTHEAST CORNER OF THE PORCH AT THE SOUTHWEST
 KV1162'ENTRANCE TO THE RIMTEC CORPORATION, 10.7 M (35.1 FT) NORTHEAST OF A
 KV1162'STREET LIGHT AND 0.6 M (2.0 FT) NORTH OF THE FLAGPOLE.  THE STATION IS
 KV1162'1 INCH BELOW THE SURFACE OF THE GROUND AND ENCASED IN A 4 INCH PLASTIC
 KV1162'PIPE SET FLUSH WITH THE GROUND.
 KV1162
 KV1162                          STATION RECOVERY (2000)
 KV1162
 KV1162'RECOVERY NOTE BY TWT CONS ENG 2000 (BSJ)
 KV1162'RECOVERED IN GOOD CONDITION.
 KV1162
 KV1162                          STATION RECOVERY (2004)
 KV1162
 KV1162'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RG)
 KV1162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2941 ***********************************************************************
 KV2941  DESIGNATION -  H 77
 KV2941  PID         -  KV2941
 KV2941  STATE/COUNTY-  NJ/HUNTERDON
 KV2941  USGS QUAD   -  BLOOMSBURY (1970)
 KV2941
 KV2941                         *CURRENT SURVEY CONTROL
 KV2941  ___________________________________________________________________
 KV2941* NAD 83(1986)-  40 37 45.     (N)    075 02 01.     (W)     SCALED    
 KV2941* NAVD 88     -       188.679  (meters)     619.02   (feet)  ADJUSTED  
 KV2941  ___________________________________________________________________
 KV2941  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KV2941  DYNAMIC HT  -         188.586 (meters)     618.72  (feet)  COMP
 KV2941  MODELED GRAV-     980,131.9   (mgal)                       NAVD 88
 KV2941
 KV2941  VERT ORDER  -  FIRST     CLASS II
 KV2941
 KV2941.The horizontal coordinates were scaled from a topographic map and have
 KV2941.an estimated accuracy of +/- 6 seconds.
 KV2941
 KV2941.The orthometric height was determined by differential leveling
 KV2941.and adjusted by the National Geodetic Survey in June 1991..
 KV2941
 KV2941.The geoid height was determined by GEOID03.
 KV2941
 KV2941.The dynamic height is computed by dividing the NAVD 88
 KV2941.geopotential number by the normal gravity value computed on the
 KV2941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2941.degrees latitude (g = 980.6199 gals.).
 KV2941
 KV2941.The modeled gravity was interpolated from observed gravity values.
 KV2941
 KV2941;                    North         East    Units  Estimated Accuracy
 KV2941;SPC NJ       -   199,510.      104,860.      MT  (+/- 180 meters Scaled)
 KV2941
 KV2941                          SUPERSEDED SURVEY CONTROL
 KV2941
 KV2941  NGVD 29 (01/10/92)  188.900  (m)          619.75   (f) ADJUSTED    1 2
 KV2941
 KV2941.Superseded values are not recommended for survey control.
 KV2941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2941.See file dsdata.txt to determine how the superseded data were derived.
 KV2941
 KV2941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK971975(NAD 83)
 KV2941_MARKER: DB = BENCH MARK DISK
 KV2941_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2941_SP_SET: STAINLESS STEEL ROD
 KV2941_STAMPING: H 77 1978
 KV2941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2941
 KV2941  HISTORY     - Date     Condition        Report By
 KV2941  HISTORY     - 1978     MONUMENTED       NGS
 KV2941  HISTORY     - 19950909 GOOD             USPSQD
 KV2941
 KV2941                          STATION DESCRIPTION
 KV2941
 KV2941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2941'4.15 MI SE FROM BLOOMSBURY.
 KV2941'3.7 MILES SOUTHEAST ALONG CHURCH STREET AND COUNTY ROAD 579 FROM THE
 KV2941'BLOOMSBURY SCHOOL AT BLOOMSBURY, THENCE 0.45 MILE NORTHEAST ALONG
 KV2941'COUNTY ROAD 614, 0.05 MILE SOUTHWEST OF A DIRT ROAD LEADING NORTHWEST
 KV2941'81 FEET NORTHEAST OF THE CENTER OF A DIRT DRIVEWAY, 21.5 FEET
 KV2941'NORTHWEST OF THE CENTER LINE OF THE ROAD AND IN LINE WITH A DRIVEWAY
 KV2941'LEADING SOUTHEAST TO A BARN, AND 2.3 FEET NORTHEAST OF POWER LINE
 KV2941'POLE NUMBER NJ 632 UT. ALSO 1.05 MILES SOUTHWEST OF THE OVERPASS
 KV2941'OF THE LEHIGH VALLEY RAILROAD AT PATTENBURG.
 KV2941
 KV2941                          STATION RECOVERY (1995)
 KV2941
 KV2941'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2913 ***********************************************************************
 KV2913  DESIGNATION -  H 78
 KV2913  PID         -  KV2913
 KV2913  STATE/COUNTY-  NJ/MIDDLESEX
 KV2913  USGS QUAD   -  PLAINFIELD (1995)
 KV2913
 KV2913                         *CURRENT SURVEY CONTROL
 KV2913  ___________________________________________________________________
 KV2913* NAD 83(1986)-  40 34 38.     (N)    074 27 31.     (W)     SCALED    
 KV2913* NAVD 88     -        16.369  (meters)      53.70   (feet)  ADJUSTED  
 KV2913  ___________________________________________________________________
 KV2913  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV2913  DYNAMIC HT  -          16.362 (meters)      53.68  (feet)  COMP
 KV2913  MODELED GRAV-     980,190.7   (mgal)                       NAVD 88
 KV2913
 KV2913  VERT ORDER  -  FIRST     CLASS II
 KV2913
 KV2913.The horizontal coordinates were scaled from a topographic map and have
 KV2913.an estimated accuracy of +/- 6 seconds.
 KV2913
 KV2913.The orthometric height was determined by differential leveling
 KV2913.and adjusted by the National Geodetic Survey in June 1991..
 KV2913
 KV2913.The geoid height was determined by GEOID03.
 KV2913
 KV2913.The dynamic height is computed by dividing the NAVD 88
 KV2913.geopotential number by the normal gravity value computed on the
 KV2913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2913.degrees latitude (g = 980.6199 gals.).
 KV2913
 KV2913.The modeled gravity was interpolated from observed gravity values.
 KV2913
 KV2913;                    North         East    Units  Estimated Accuracy
 KV2913;SPC NJ       -   193,600.      153,500.      MT  (+/- 180 meters Scaled)
 KV2913
 KV2913                          SUPERSEDED SURVEY CONTROL
 KV2913
 KV2913  NGVD 29 (01/10/92)   16.658  (m)           54.65   (f) ADJUSTED    1 2
 KV2913
 KV2913.Superseded values are not recommended for survey control.
 KV2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2913.See file dsdata.txt to determine how the superseded data were derived.
 KV2913
 KV2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK458919(NAD 83)
 KV2913_MARKER: DB = BENCH MARK DISK
 KV2913_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2913_SP_SET: STAINLESS STEEL ROD
 KV2913_STAMPING: H 78 1978
 KV2913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2913
 KV2913  HISTORY     - Date     Condition        Report By
 KV2913  HISTORY     - 1978     MONUMENTED       NGS
 KV2913
 KV2913                          STATION DESCRIPTION
 KV2913
 KV2913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2913'IN NEW MARKET.
 KV2913'IN NEW MARKET ON THE NORTH SIDE OF TOWN NEAR THE LEIGH VALLEY RAILROAD
 KV2913'STATION, 40 FEET EAST OF THE CENTER OF NEW MARKET ROAD, 16.5 FEET
 KV2913'SOUTH OF THE SOUTH RAIL OF TRACKS, AND 2.3 FEET WEST OF POWER
 KV2913'POLE NUMBER 29.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1187 ***********************************************************************
 HU1187  DESIGNATION -  H 79
 HU1187  PID         -  HU1187
 HU1187  STATE/COUNTY-  NJ/CAPE MAY
 HU1187  USGS QUAD   -  CAPE MAY (1972)
 HU1187
 HU1187                         *CURRENT SURVEY CONTROL
 HU1187  ___________________________________________________________________
 HU1187* NAD 83(1986)-  38 58 06.     (N)    074 55 15.     (W)     SCALED    
 HU1187* NAVD 88     -         4.911  (meters)      16.11   (feet)  ADJUSTED  
 HU1187  ___________________________________________________________________
 HU1187  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 HU1187  DYNAMIC HT  -           4.908 (meters)      16.10  (feet)  COMP
 HU1187  MODELED GRAV-     980,050.5   (mgal)                       NAVD 88
 HU1187
 HU1187  VERT ORDER  -  FIRST     CLASS II
 HU1187
 HU1187.The horizontal coordinates were scaled from a topographic map and have
 HU1187.an estimated accuracy of +/- 6 seconds.
 HU1187
 HU1187.The orthometric height was determined by differential leveling
 HU1187.and adjusted by the National Geodetic Survey in June 1991..
 HU1187
 HU1187.The geoid height was determined by GEOID03.
 HU1187
 HU1187.The dynamic height is computed by dividing the NAVD 88
 HU1187.geopotential number by the normal gravity value computed on the
 HU1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1187.degrees latitude (g = 980.6199 gals.).
 HU1187
 HU1187.The modeled gravity was interpolated from observed gravity values.
 HU1187
 HU1187;                    North         East    Units  Estimated Accuracy
 HU1187;SPC NJ       -    15,070.      113,530.      MT  (+/- 180 meters Scaled)
 HU1187
 HU1187                          SUPERSEDED SURVEY CONTROL
 HU1187
 HU1187  NGVD 29 (01/10/92)    5.313  (m)           17.43   (f) ADJUSTED    1 2
 HU1187
 HU1187.Superseded values are not recommended for survey control.
 HU1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1187.See file dsdata.txt to determine how the superseded data were derived.
 HU1187
 HU1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ068132(NAD 83)
 HU1187_MARKER: DV = VERTICAL CONTROL DISK
 HU1187_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HU1187_SP_SET: STAINLESS STEEL ROD
 HU1187_STAMPING: H 79 1979
 HU1187_MARK LOGO: NGS   
 HU1187_PROJECTION: RECESSED 5 CENTIMETERS
 HU1187_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU1187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU1187_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1187+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1995
 HU1187_ROD/PIPE-DEPTH: 9.14 meters
 HU1187
 HU1187  HISTORY     - Date     Condition        Report By
 HU1187  HISTORY     - 1979     MONUMENTED       NGS
 HU1187  HISTORY     - 19950705 GOOD             NJGS
 HU1187  HISTORY     - 20060915 GOOD             GEOCAC
 HU1187
 HU1187                          STATION DESCRIPTION
 HU1187
 HU1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HU1187'0.4 MI NW FROM COLD SPRINGS.
 HU1187'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 109 FROM THE JUNCTION OF U.S.
 HU1187'HIGHWAY 9 AT COLD SPRINGS, AT THE JUNCTION OF SEASHORE ROAD, 80 FEET
 HU1187'SOUTH EAST OF THE CENTER LINE OF THE ROAD, 68 FEET SOUTHWEST OF THE
 HU1187'CENTER LINE OF THE HIGHWAY, 18.5 FEET SOUTH-SOUTHEAST OF STREET LAMP
 HU1187'POLE NUMBER 34759, 2 FEET SOUTHWEST OF POWER POLE NUMBER BT 966 L,
 HU1187'AND W30639, 1.6 FEET NORTHEAST OF A 4 FOOT WIRE FENCE.
 HU1187'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 HU1187'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 HU1187
 HU1187                          STATION RECOVERY (1995)
 HU1187
 HU1187'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 HU1187'RECOVERED AS DESCRIBED.  THE STATION IS LOCATED IN LOWER TOWNSHIP AT
 HU1187'THE SOUTHWEST CORNER OF THE JUNCTION OF SEASHORE DRIVE, COUNTY ROAD
 HU1187'626 AND U.S.  HIGHWAY 9.
 HU1187
 HU1187                          STATION RECOVERY (2006)
 HU1187
 HU1187'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU1187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0268 ***********************************************************************
 JU0268  DESIGNATION -  H 8
 JU0268  PID         -  JU0268
 JU0268  STATE/COUNTY-  NJ/ATLANTIC
 JU0268  USGS QUAD   -  OCEANVILLE (1989)
 JU0268
 JU0268                         *CURRENT SURVEY CONTROL
 JU0268  ___________________________________________________________________
 JU0268* NAD 83(1986)-  39 27 47.     (N)    074 27 50.     (W)     SCALED    
 JU0268* NAVD 88     -        12.947  (meters)      42.48   (feet)  ADJUSTED  
 JU0268  ___________________________________________________________________
 JU0268  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JU0268  DYNAMIC HT  -          12.940 (meters)      42.45  (feet)  COMP
 JU0268  MODELED GRAV-     980,127.4   (mgal)                       NAVD 88
 JU0268
 JU0268  VERT ORDER  -  FIRST     CLASS I
 JU0268
 JU0268.The horizontal coordinates were scaled from a topographic map and have
 JU0268.an estimated accuracy of +/- 6 seconds.
 JU0268
 JU0268.The orthometric height was determined by differential leveling
 JU0268.and adjusted by the National Geodetic Survey in June 1991..
 JU0268
 JU0268.The geoid height was determined by GEOID03.
 JU0268
 JU0268.The dynamic height is computed by dividing the NAVD 88
 JU0268.geopotential number by the normal gravity value computed on the
 JU0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0268.degrees latitude (g = 980.6199 gals.).
 JU0268
 JU0268.The modeled gravity was interpolated from observed gravity values.
 JU0268
 JU0268;                    North         East    Units  Estimated Accuracy
 JU0268;SPC NJ       -    69,900.      153,110.      MT  (+/- 180 meters Scaled)
 JU0268
 JU0268                          SUPERSEDED SURVEY CONTROL
 JU0268
 JU0268  NGVD 29 (04/16/92)   13.334  (m)           43.75   (f) ADJUSTED    1 1
 JU0268
 JU0268.Superseded values are not recommended for survey control.
 JU0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0268.See file dsdata.txt to determine how the superseded data were derived.
 JU0268
 JU0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ461683(NAD 83)
 JU0268_MARKER: DB = BENCH MARK DISK
 JU0268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0268_SP_SET: BUILDING
 JU0268_STAMPING: H 8 1930 43.793
 JU0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0268
 JU0268  HISTORY     - Date     Condition        Report By
 JU0268  HISTORY     - 1930     MONUMENTED       CGS
 JU0268  HISTORY     - 1964     GOOD             CGS
 JU0268  HISTORY     - 1979     GOOD             NGS
 JU0268
 JU0268                          STATION DESCRIPTION
 JU0268
 JU0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0268'0.4 MI S FROM OCEANVILLE.
 JU0268'0.4 MILE SOUTH ALONG U.S. HIGHWAY 9 FROM THE POST OFFICE AT
 JU0268'OCEANVILLE, SET VERTICALLY IN THE EAST BRICK WALL NEAR THE
 JU0268'NORTHEAST CORNER OF THE GRADE SCHOOL AT OCEANVILLE, 114.0 FEET
 JU0268'WEST OF THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT SOUTH OF THE
 JU0268'NORTHEAST CORNER OF THE BUILDING AND ABOUT 1.8 FEET ABOVE THE
 JU0268'LEVEL OF THE SIDEWALK AROUND THE FRONT OF THE BUILDING.
 JU0268
 JU0268                          STATION RECOVERY (1979)
 JU0268
 JU0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2461 ***********************************************************************
 JU2461  DESIGNATION -  H 80
 JU2461  PID         -  JU2461
 JU2461  STATE/COUNTY-  NJ/ATLANTIC
 JU2461  USGS QUAD   -  ATLANTIC CITY (1994)
 JU2461
 JU2461                         *CURRENT SURVEY CONTROL
 JU2461  ___________________________________________________________________
 JU2461* NAD 83(1986)-  39 22 19.     (N)    074 26 17.     (W)     SCALED    
 JU2461* NAVD 88     -         1.880  (meters)       6.17   (feet)  ADJUSTED  
 JU2461  ___________________________________________________________________
 JU2461  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JU2461  DYNAMIC HT  -           1.879 (meters)       6.16  (feet)  COMP
 JU2461  MODELED GRAV-     980,108.7   (mgal)                       NAVD 88
 JU2461
 JU2461  VERT ORDER  -  SECOND    CLASS I
 JU2461
 JU2461.The horizontal coordinates were scaled from a topographic map and have
 JU2461.an estimated accuracy of +/- 6 seconds.
 JU2461
 JU2461.The orthometric height was determined by differential leveling
 JU2461.and adjusted by the National Geodetic Survey in March 2001..
 JU2461.No vertical observational check was made to the station.
 JU2461
 JU2461.The geoid height was determined by GEOID03.
 JU2461
 JU2461.The dynamic height is computed by dividing the NAVD 88
 JU2461.geopotential number by the normal gravity value computed on the
 JU2461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2461.degrees latitude (g = 980.6199 gals.).
 JU2461
 JU2461.The modeled gravity was interpolated from observed gravity values.
 JU2461
 JU2461;                    North         East    Units  Estimated Accuracy
 JU2461;SPC NJ       -    59,790.      155,340.      MT  (+/- 180 meters Scaled)
 JU2461
 JU2461                          SUPERSEDED SURVEY CONTROL
 JU2461
 JU2461  NAVD 88 (06/15/91)    1.862  (m)            6.11   (f) UNKNOWN     1 2
 JU2461  NGVD 29 (01/10/92)    2.266  (m)            7.43   (f) ADJUSTED    1 2
 JU2461
 JU2461.Superseded values are not recommended for survey control.
 JU2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2461.See file dsdata.txt to determine how the superseded data were derived.
 JU2461
 JU2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ484582(NAD 83)
 JU2461_MARKER: DB = BENCH MARK DISK
 JU2461_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2461_SP_SET: STAINLESS STEEL ROD
 JU2461_STAMPING: H 80 1979
 JU2461_MARK LOGO: NGS   
 JU2461_PROJECTION: FLUSH
 JU2461_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2461+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1997
 JU2461_ROD/PIPE-DEPTH: 10.7 meters
 JU2461
 JU2461  HISTORY     - Date     Condition        Report By
 JU2461  HISTORY     - 1979     MONUMENTED       NGS
 JU2461  HISTORY     - 19891031 GOOD             NJGS
 JU2461  HISTORY     - 19970911 GOOD             NJGS
 JU2461
 JU2461                          STATION DESCRIPTION
 JU2461
 JU2461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2461'IN ATLANTIC CITY.
 JU2461'IN ATLANTIC CITY AT THE JUNCTION OF STATE ROUTE 30, ABSECON
 JU2461'BOULEVARD, AND KENTUCKY AVENUE, SET ON THE NORTHEAST SIDE OF THE
 JU2461'CONCRETE BASE OF A LARGE METAL FLAG POLE FOR THE 112TH FIELD ARTILLERY
 JU2461'ARMORY BUILDING, 109 FEET NORTHEAST OF THE NORTHEAST CURB OF KENTUCKY
 JU2461'AVENUE, 100 FEET SOUTHWEST OF THE SOUTHWEST CURB OF ROUTE 30, 57
 JU2461'FEET NORTHWEST OF THE WEST CORNER OF THE ARMORY, 7.3 FEET NORTHEAST
 JU2461'OF THE FLAG POLE.
 JU2461
 JU2461                          STATION RECOVERY (1989)
 JU2461
 JU2461'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 JU2461'THE STATION IS LOCATED IN ATLANTIC CITY, AT THE FLAG POLE, NORTHWEST
 JU2461'OF THE 112TH FIELD ARTILLERY ARMORY BUILDING, ON THE SOUTHEAST SIDE
 JU2461'OF U.S. HIGHWAY ROUTE 30, ABSECON BOULEVARD, BETWEEN KENTUCKY AND NEW
 JU2461'YORK AVENUES.  THE STATION IS 0.2 M (0.7 FT) NORTH NORTHEAST OF THE
 JU2461'NORTHEAST END OF THE CONCRETE FOUNDATION FOR THE LARGE METAL FLAG
 JU2461'POLE, 32.2 M (105.6 FT) EAST OF THE EAST CURBLINE OF KENTUCKY AVENUE,
 JU2461'2.1 M (6.9 FT) NORTH NORTHEAST OF THE FLAG POLE, 17.45 M (57.25 FT)
 JU2461'NORTHWEST OF THE NORTHWEST CORNER OF THE ARMORY BUILDING, 17.8 M
 JU2461'(58.4 FT) SOUTH SOUTHEAST OF POLE NUMBER A 8677 AND FLUSH WITH THE
 JU2461'GROUND.
 JU2461
 JU2461                          STATION RECOVERY (1997)
 JU2461
 JU2461'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU2461'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2394 ***********************************************************************
 JU2394  DESIGNATION -  H 81
 JU2394  PID         -  JU2394
 JU2394  STATE/COUNTY-  NJ/CAPE MAY
 JU2394  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2394
 JU2394                         *CURRENT SURVEY CONTROL
 JU2394  ___________________________________________________________________
 JU2394* NAD 83(1986)-  39 09 48.     (N)    074 42 45.     (W)     SCALED    
 JU2394* NAVD 88     -         1.165  (meters)       3.82   (feet)  ADJUSTED  
 JU2394  ___________________________________________________________________
 JU2394  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 JU2394  DYNAMIC HT  -           1.164 (meters)       3.82  (feet)  COMP
 JU2394  MODELED GRAV-     980,077.1   (mgal)                       NAVD 88
 JU2394
 JU2394  VERT ORDER  -  FIRST     CLASS II
 JU2394
 JU2394.The horizontal coordinates were scaled from a topographic map and have
 JU2394.an estimated accuracy of +/- 6 seconds.
 JU2394
 JU2394.The orthometric height was determined by differential leveling
 JU2394.and adjusted by the National Geodetic Survey in June 1991..
 JU2394
 JU2394.The geoid height was determined by GEOID03.
 JU2394
 JU2394.The dynamic height is computed by dividing the NAVD 88
 JU2394.geopotential number by the normal gravity value computed on the
 JU2394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2394.degrees latitude (g = 980.6199 gals.).
 JU2394
 JU2394.The modeled gravity was interpolated from observed gravity values.
 JU2394
 JU2394;                    North         East    Units  Estimated Accuracy
 JU2394;SPC NJ       -    36,650.      131,640.      MT  (+/- 180 meters Scaled)
 JU2394
 JU2394                          SUPERSEDED SURVEY CONTROL
 JU2394
 JU2394  NGVD 29 (01/10/92)    1.550  (m)            5.09   (f) ADJUSTED    1 2
 JU2394
 JU2394.Superseded values are not recommended for survey control.
 JU2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2394.See file dsdata.txt to determine how the superseded data were derived.
 JU2394
 JU2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ248349(NAD 83)
 JU2394_MARKER: DV = VERTICAL CONTROL DISK
 JU2394_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2394_SP_SET: STAINLESS STEEL ROD
 JU2394_STAMPING: H 81 1979
 JU2394_MARK LOGO: NGS   
 JU2394_PROJECTION: FLUSH
 JU2394_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2394+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1996
 JU2394_ROD/PIPE-DEPTH: 9.14 meters
 JU2394
 JU2394  HISTORY     - Date     Condition        Report By
 JU2394  HISTORY     - 1979     MONUMENTED       NGS
 JU2394  HISTORY     - 19960923 GOOD             NJGS
 JU2394
 JU2394                          STATION DESCRIPTION
 JU2394
 JU2394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2394'1.3 MI NW FROM SEA ISLE CITY.
 JU2394'1.3 MILES NORTHWEST ALONG SEA ISLE BOULEVARD FROM THE JUNCTION OF
 JU2394'OCEAN DRIVE AND SEA ISLE BOULEVARD IN SEA ISLE CITY TO THE MARK ON THE
 JU2394'LEFT, 37 FEET SOUTHWEST OF THE CENTER LINE OF THE BOULEVARD, 43.5
 JU2394'FEET NORTHWEST OF THE NORTHWEST END OF A STEEL GUARD RAIL, 11 FEET
 JU2394'SOUTHWEST OF POWER POLE NUMBER 3,49, AND 4 FEET SOUTHEAST OF BRACE
 JU2394'POLE NUMBER 49 PB.
 JU2394'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 JU2394'THE MARK IS 2 FT BELOW BOULEVARD.
 JU2394
 JU2394                          STATION RECOVERY (1996)
 JU2394
 JU2394'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU2394'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 JU2394'23.2 M (76.1 FT) SOUTHEAST FROM A 0.15 M (0.49 FT) SQUARE BY 0.75 M
 JU2394'(2.46 FT) HIGH GREEN UNDERGROUND CABLE MARKER NUMBER D 10 CKT AND 24.0
 JU2394'M (78.7 FT) WEST FROM AND ACROSS THE BOULEVARD FROM POLE NUMBER 0
 JU2394'4362.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2247 ***********************************************************************
 JU2247  DESIGNATION -  H 82
 JU2247  PID         -  JU2247
 JU2247  STATE/COUNTY-  NJ/SALEM
 JU2247  USGS QUAD   -  SALEM (1995)
 JU2247
 JU2247                         *CURRENT SURVEY CONTROL
 JU2247  ___________________________________________________________________
 JU2247* NAD 83(1986)-  39 33 39.     (N)    075 26 35.     (W)     SCALED    
 JU2247* NAVD 88     -         5.457  (meters)      17.90   (feet)  ADJUSTED  
 JU2247  ___________________________________________________________________
 JU2247  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 JU2247  DYNAMIC HT  -           5.454 (meters)      17.89  (feet)  COMP
 JU2247  MODELED GRAV-     980,121.4   (mgal)                       NAVD 88
 JU2247
 JU2247  VERT ORDER  -  FIRST     CLASS II
 JU2247
 JU2247.The horizontal coordinates were scaled from a topographic map and have
 JU2247.an estimated accuracy of +/- 6 seconds.
 JU2247
 JU2247.The orthometric height was determined by differential leveling
 JU2247.and adjusted by the National Geodetic Survey in June 1991..
 JU2247
 JU2247.The geoid height was determined by GEOID03.
 JU2247
 JU2247.The dynamic height is computed by dividing the NAVD 88
 JU2247.geopotential number by the normal gravity value computed on the
 JU2247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2247.degrees latitude (g = 980.6199 gals.).
 JU2247
 JU2247.The modeled gravity was interpolated from observed gravity values.
 JU2247
 JU2247;                    North         East    Units  Estimated Accuracy
 JU2247;SPC NJ       -    81,180.       68,960.      MT  (+/- 180 meters Scaled)
 JU2247
 JU2247                          SUPERSEDED SURVEY CONTROL
 JU2247
 JU2247  NGVD 29 (01/10/92)    5.738  (m)           18.83   (f) ADJUSTED    1 2
 JU2247
 JU2247.Superseded values are not recommended for survey control.
 JU2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2247.See file dsdata.txt to determine how the superseded data were derived.
 JU2247
 JU2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ619791(NAD 83)
 JU2247_MARKER: DV = VERTICAL CONTROL DISK
 JU2247_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2247_SP_SET: STAINLESS STEEL ROD
 JU2247_STAMPING: H 82 1979
 JU2247_MARK LOGO: NGS   
 JU2247_PROJECTION: RECESSED 10 CENTIMETERS
 JU2247_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2247+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 JU2247_ROD/PIPE-DEPTH: 12.2 meters
 JU2247
 JU2247  HISTORY     - Date     Condition        Report By
 JU2247  HISTORY     - 1979     MONUMENTED       NGS
 JU2247  HISTORY     - 19940829 GOOD             NJGS
 JU2247
 JU2247                          STATION DESCRIPTION
 JU2247
 JU2247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2247'1.9 MI SE FROM SALEM.
 JU2247'1.7 MILES SOUTHEAST ALONG STATE ROUTE 49 FROM THE POST OFFICE IN SALEM
 JU2247'THENCE 0.2 MILE NORTH ALONG A DIRT ROAD TO A 2 STORY FARM HOUSE
 JU2247'OWNED AT THIS TIME BY MR. PHILIP GIBISON BOX 598, AT THE SOUTHWEST
 JU2247'CORNER OF THE HOUSE, 30 FEET NORTH OF THE CENTER OF A DIRT DRIVEWAY
 JU2247'IN FRONT OF THE HOUSE, 20.7 FEET WEST OF THE CENTER OF THE FRONT
 JU2247'ENTRANCE DOOR TO THE HOUSE, 1.7 FEET SOUTHWEST OF THE SOUTHWEST
 JU2247'CORNER OF THE HOUSE.
 JU2247'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 JU2247
 JU2247                          STATION RECOVERY (1994)
 JU2247
 JU2247'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU2247'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0946 ***********************************************************************
 JU0946  DESIGNATION -  H 9
 JU0946  PID         -  JU0946
 JU0946  STATE/COUNTY-  NJ/CUMBERLAND
 JU0946  USGS QUAD   -  BRIDGETON (1977)
 JU0946
 JU0946                         *CURRENT SURVEY CONTROL
 JU0946  ___________________________________________________________________
 JU0946* NAD 83(1986)-  39 25 39.     (N)    075 14 22.     (W)     SCALED    
 JU0946* NAVD 88     -        14.036  (meters)      46.05   (feet)  ADJUSTED  
 JU0946  ___________________________________________________________________
 JU0946  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JU0946  DYNAMIC HT  -          14.029 (meters)      46.03  (feet)  COMP
 JU0946  MODELED GRAV-     980,119.9   (mgal)                       NAVD 88
 JU0946
 JU0946  VERT ORDER  -  FIRST     CLASS II
 JU0946
 JU0946.The horizontal coordinates were scaled from a topographic map and have
 JU0946.an estimated accuracy of +/- 6 seconds.
 JU0946
 JU0946.The orthometric height was determined by differential leveling
 JU0946.and adjusted by the National Geodetic Survey in June 1991..
 JU0946
 JU0946.The geoid height was determined by GEOID03.
 JU0946
 JU0946.The dynamic height is computed by dividing the NAVD 88
 JU0946.geopotential number by the normal gravity value computed on the
 JU0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0946.degrees latitude (g = 980.6199 gals.).
 JU0946
 JU0946.The modeled gravity was interpolated from observed gravity values.
 JU0946
 JU0946;                    North         East    Units  Estimated Accuracy
 JU0946;SPC NJ       -    66,220.       86,340.      MT  (+/- 180 meters Scaled)
 JU0946
 JU0946                          SUPERSEDED SURVEY CONTROL
 JU0946
 JU0946  NGVD 29 (04/16/92)   14.344  (m)           47.06   (f) ADJUSTED    1 2
 JU0946
 JU0946.Superseded values are not recommended for survey control.
 JU0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0946.See file dsdata.txt to determine how the superseded data were derived.
 JU0946
 JU0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ793642(NAD 83)
 JU0946_MARKER: DB = BENCH MARK DISK
 JU0946_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0946_SP_SET: BUILDING
 JU0946_STAMPING: 47.277 H 9 1930
 JU0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0946
 JU0946  HISTORY     - Date     Condition        Report By
 JU0946  HISTORY     - 1930     MONUMENTED       CGS
 JU0946  HISTORY     - 1961     GOOD             CGS
 JU0946  HISTORY     - 1979     GOOD             NGS
 JU0946  HISTORY     - 19950129 GOOD             USPSQD
 JU0946  HISTORY     - 19961228 GOOD             USPSQD
 JU0946  HISTORY     - 20060914 GOOD             GEOCAC
 JU0946
 JU0946                          STATION DESCRIPTION
 JU0946
 JU0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0946'AT BRIDGETON.
 JU0946'AT BRIDGETON, CUMBERLAND COUNTY, AT THE COUNTY COURTHOUSE, IN
 JU0946'THE WALL AT THE NORTHWEST CORNER OF THE BUILDING, AND 3 FEET
 JU0946'ABOVE THE GROUND.  A STANDARD DISK, STAMPED 47.277 H 9 1930
 JU0946'AND SET VERTICALLY.
 JU0946
 JU0946                          STATION RECOVERY (1979)
 JU0946
 JU0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0946'RECOVERED IN GOOD CONDITION.
 JU0946
 JU0946                          STATION RECOVERY (1995)
 JU0946
 JU0946'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0946'RECOVERED IN GOOD CONDITION.
 JU0946
 JU0946                          STATION RECOVERY (1996)
 JU0946
 JU0946'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0946'RECOVERED IN GOOD CONDITION.
 JU0946
 JU0946                          STATION RECOVERY (2006)
 JU0946
 JU0946'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JU0946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4087 ***********************************************************************
 KV4087  DESIGNATION -  HACK
 KV4087  PID         -  KV4087
 KV4087  STATE/COUNTY-  NJ/BERGEN
 KV4087  USGS QUAD   -  WEEHAWKEN (1995)
 KV4087
 KV4087                         *CURRENT SURVEY CONTROL
 KV4087  ___________________________________________________________________
 KV4087* NAD 83(1996)-  40 47 21.65262(N)    074 04 57.88429(W)     ADJUSTED  
 KV4087* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4087  ___________________________________________________________________
 KV4087  LAPLACE CORR-           6.72  (seconds)                    DEFLEC99
 KV4087  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KV4087
 KV4087  HORZ ORDER  -  SECOND
 KV4087
 KV4087.The horizontal coordinates were established by classical geodetic methods
 KV4087.and adjusted by the National Geodetic Survey in September 1999..
 KV4087
 KV4087.The orthometric height was scaled from a topographic map.
 KV4087
 KV4087.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4087
 KV4087.The geoid height was determined by GEOID03.
 KV4087
 KV4087;                    North         East     Units Scale Factor Converg.
 KV4087;SPC NJ       -   217,240.365   185,213.828   MT  0.99991526   +0 16 21.3
 KV4087;SPC NJ       -   712,729.43    607,655.70   sFT  0.99991526   +0 16 21.3
 KV4087;SPC NY L     -    69,149.650   293,016.096   MT  0.99999546   -0 03 14.8
 KV4087;SPC NY L     -   226,868.48    961,336.97   sFT  0.99999546   -0 03 14.8
 KV4087;UTM  18      - 4,515,777.812   577,388.067   MT  0.99967371   +0 35 57.3
 KV4087
 KV4087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4087!SPC NJ       -   1.00000492  x   0.99991526  =   0.99992017
 KV4087!SPC NY L     -   1.00000492  x   0.99999546  =   1.00000038
 KV4087!UTM  18      -   1.00000492  x   0.99967371  =   0.99967862
 KV4087
 KV4087:                Primary Azimuth Mark                     Grid Az
 KV4087:SPC NJ       -  ERU                                      015 18 21.7
 KV4087:SPC NY L     -  ERU                                      015 37 57.8
 KV4087:UTM  18      -  ERU                                      014 58 45.7
 KV4087
 KV4087|---------------------------------------------------------------------|
 KV4087| PID    Reference Object                     Distance      Geod. Az  |
 KV4087|                                                           dddmmss.s |
 KV4087| KV4080 ERU                                 APPROX. 0.6 KM 0153443.0 |
 KV4087| CB5906 FARM RM 3                                          11940     |
 KV4087| KV4090 SACK                                408.090 METERS 1600335.3 |
 KV4087| CB5983 HACK RM 2                                          17125     |
 KV4087| KV4103 HUDSON FOUNDRY CHIMNEY              APPROX. 1.5 KM 1763705.4 |
 KV4087| CB5982 HACK RM 1                                          33600     |
 KV4087|---------------------------------------------------------------------|
 KV4087
 KV4087                          SUPERSEDED SURVEY CONTROL
 KV4087
 KV4087  NAD 83(1996)-  40 47 21.65254(N)    074 04 57.88439(W) AD(       ) 2
 KV4087  NAD 83(1996)-  40 47 21.65160(N)    074 04 57.88593(W) AD(       ) 2
 KV4087  NAD 83(1992)-  40 47 21.65058(N)    074 04 57.88689(W) AD(       ) 2
 KV4087  NAD 83(1986)-  40 47 21.65446(N)    074 04 57.88568(W) AD(       ) 2
 KV4087  NAD 27      -  40 47 21.29200(N)    074 04 59.37300(W) AD(       ) 2
 KV4087
 KV4087.Superseded values are not recommended for survey control.
 KV4087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4087.See file dsdata.txt to determine how the superseded data were derived.
 KV4087
 KV4087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7738815778(NAD 83)
 KV4087_MARKER: DS = TRIANGULATION STATION DISK
 KV4087_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4087_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4087
 KV4087  HISTORY     - Date     Condition        Report By
 KV4087  HISTORY     - 1914     MONUMENTED       CGS
 KV4087  HISTORY     - 1932     GOOD             CGS
 KV4087  HISTORY     - 1933     SEE DESCRIPTION  CGS
 KV4087  HISTORY     - 1934     GOOD             CGS
 KV4087
 KV4087                          STATION DESCRIPTION
 KV4087
 KV4087'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV4087'STATION IS ON THE W SIDE OF HACKENSACK RIVER, ABOUT 275 METERS
 KV4087'ABOVE THE MOUTH OF BERRY CREEK, ABOUT 35 METERS N BY W OF
 KV4087'HACKENSACK BRIDGE (H.X.) TOWER, 50 METERS W OF THE ERIE RAILROAD
 KV4087'AND 1 METER FROM THE EDGE OF THE RAILROAD EMBANKMENT.  THE
 KV4087'STATION IS MARKED BY A STANDARD BRASS DISK CEMENTED IN THE TOP OF
 KV4087'A 4-INCH TILE PIPE AND SUNK TO THE GROUND LEVEL.  A BURIED
 KV4087'BOTTLE SERVES AS SUBSURFACE MARK.  TWO REFERENCE MARKS, EACH A
 KV4087'COPPER NAIL SET IN CEMENT CONTAINED IN A 3-INCH TILE PIPE AND
 KV4087'SUNK TO GROUND LEVEL, ARE PLACED RESPECTIVELY 56.70 FEET N 12
 KV4087'DEG W AND 42.85 FEET S 2 DEG W FROM THE STATION.  BOTH ARE NEAR
 KV4087'THE EDGE OF THE EMBANKMENT.
 KV4087
 KV4087                          STATION RECOVERY (1932)
 KV4087
 KV4087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4087'STATION MARK RECOVERED IN GOOD CONDITION FROM DESCRIPTION.  THE
 KV4087'THREE REFERENCE MARKS WERE NOT RECOVERED.
 KV4087'
 KV4087'A COMPLETE DESCRIPTION FOLLOWS--
 KV4087'
 KV4087'THIS STATION IS ON THE W SIDE OF THE HACKENSACK RIVER, NEAR
 KV4087'THE S EDGE OF AN OLD TRACK-FILL JUST S OF THE PRESENT MAIN LINE
 KV4087'OF THE ERIE RAILROAD.  IT IS LOCATED 12.1 METERS FROM THE
 KV4087'CENTER LINE OF THE TRACKS AND 50.8 METERS INSHORE OF THE OUTER
 KV4087'EDGE OF THE OLD BRIDGE ABUTMENT.
 KV4087'
 KV4087'STATION IS MARKED BY AN UNSTAMPED STANDARD C. AND G.S. BRONZE
 KV4087'DISK SET IN A CONCRETE-FILLED 4-INCH TILE PIPE SURROUNDED BY A
 KV4087'CONCRETE COLLAR AND BURIED ABOUT 2 INCHES BELOW THE PRESENT
 KV4087'GROUND LEVEL.  NO REFERENCE MARKS WERE PLACED.  REFERENCE
 KV4087'MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4087'
 KV4087'TO SW CORNER OF TOOL-SHED 10.85 METERS
 KV4087'
 KV4087'NORMAL TO TOOL-SHED 10.75 METERS
 KV4087'
 KV4087'TO NW CORNER OF TOOL-SHED 13.45 METERS
 KV4087'
 KV4087'TO NEAREST CORNER OF HX SIGNAL TOWER 30.10 METERS
 KV4087'
 KV4087'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD SETUPS
 KV4087'ON THE CINDER-FILL.
 KV4087
 KV4087                          STATION RECOVERY (1933)
 KV4087
 KV4087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4087'RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH THE FOLLOWING
 KV4087'EXCEPTION--
 KV4087'
 KV4087'THE STATION DISK IS NOW STAMPED HACK.
 KV4087
 KV4087                          STATION RECOVERY (1934)
 KV4087
 KV4087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4087'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED WITH THE
 KV4087'FOLLOWING EXCEPTIONS--
 KV4087'
 KV4087'THE DISTANCE FROM THE CENTER LINE OF TRACK AT THAT POINT SHOULD
 KV4087'READ 23.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3883 ***********************************************************************
 KV3883  DESIGNATION -  HACKENSACK BERGEN CTHSE FLAG
 KV3883  PID         -  KV3883
 KV3883  STATE/COUNTY-  NJ/BERGEN
 KV3883  USGS QUAD   -  HACKENSACK (1997)
 KV3883
 KV3883                         *CURRENT SURVEY CONTROL
 KV3883  ___________________________________________________________________
 KV3883* NAD 83(1996)-  40 52 43.85617(N)    074 02 39.18475(W)     ADJUSTED  
 KV3883* NAVD 88     -                                                        
 KV3883  ___________________________________________________________________
 KV3883  LAPLACE CORR-           7.44  (seconds)                    DEFLEC99
 KV3883  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KV3883
 KV3883  HORZ ORDER  -  THIRD
 KV3883
 KV3883.The horizontal coordinates were established by classical geodetic methods
 KV3883.and adjusted by the National Geodetic Survey in September 1999..
 KV3883
 KV3883
 KV3883.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3883
 KV3883.The geoid height was determined by GEOID03.
 KV3883
 KV3883;                    North         East     Units Scale Factor Converg.
 KV3883;SPC NJ       -   227,194.748   188,413.652   MT  0.99991816   +0 17 53.9
 KV3883;SPC NJ       -   745,388.10    618,153.79   sFT  0.99991816   +0 17 53.9
 KV3883;SPC NY L     -    79,086.390   296,272.927   MT  0.99999503   -0 01 44.1
 KV3883;SPC NY L     -   259,469.26    972,022.09   sFT  0.99999503   -0 01 44.1
 KV3883;UTM  18      - 4,525,747.900   580,530.280   MT  0.99967982   +0 37 32.0
 KV3883
 KV3883                          SUPERSEDED SURVEY CONTROL
 KV3883
 KV3883  NAD 83(1996)-  40 52 43.85605(N)    074 02 39.18486(W) AD(       ) 4
 KV3883  NAD 83(1996)-  40 52 43.85526(N)    074 02 39.18610(W) AD(       ) 4
 KV3883  NAD 83(1992)-  40 52 43.85277(N)    074 02 39.18664(W) AD(       ) 4
 KV3883  NAD 83(1986)-  40 52 43.86353(N)    074 02 39.18458(W) AD(       ) 4
 KV3883  NAD 27      -  40 52 43.50000(N)    074 02 40.68300(W) AD(       ) 3
 KV3883
 KV3883.Superseded values are not recommended for survey control.
 KV3883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3883.See file dsdata.txt to determine how the superseded data were derived.
 KV3883
 KV3883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8053025748(NAD 83)
 KV3883_MARKER: 62 = FLAGPOLE
 KV3883
 KV3883  HISTORY     - Date     Condition        Report By
 KV3883  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3883
 KV3883                          STATION DESCRIPTION
 KV3883
 KV3883'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3883'THE FLAGPOLE, W OF THE HACKENSACK RIVER, IN THE CITY OF HACKENSACK
 KV3883'ON THE SE CORNER OF MAIN AND COURT STREETS, ON THE LAWN OF THE
 KV3883'BERGEN COUNTY COURTHOUSE, RISING NEAR THE NW CORNER OF THIS
 KV3883'BUILDING.  IT IS 125-FOOT, GREEN, STEEL FLAGPOLE BUILT IN TWO
 KV3883'SECTIONS.
 KV3883'
 KV3883'THE STATION IS THE TOP OF THE LOWER SECTION, APPROXIMATELY 80
 KV3883'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3910 ***********************************************************************
 KV3910  DESIGNATION -  HACKENSACK BERGEN CTHSE DOME
 KV3910  PID         -  KV3910
 KV3910  STATE/COUNTY-  NJ/BERGEN
 KV3910  USGS QUAD   -  HACKENSACK (1997)
 KV3910
 KV3910                         *CURRENT SURVEY CONTROL
 KV3910  ___________________________________________________________________
 KV3910* NAD 83(1996)-  40 52 42.89507(N)    074 02 37.63277(W)     ADJUSTED  
 KV3910* NAVD 88     -                                                        
 KV3910  ___________________________________________________________________
 KV3910  LAPLACE CORR-           7.45  (seconds)                    DEFLEC99
 KV3910  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KV3910
 KV3910  HORZ ORDER  -  THIRD
 KV3910
 KV3910.The horizontal coordinates were established by classical geodetic methods
 KV3910.and adjusted by the National Geodetic Survey in September 1999..
 KV3910
 KV3910
 KV3910.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3910
 KV3910.The geoid height was determined by GEOID03.
 KV3910
 KV3910;                    North         East     Units Scale Factor Converg.
 KV3910;SPC NJ       -   227,165.292   188,450.140   MT  0.99991819   +0 17 54.9
 KV3910;SPC NJ       -   745,291.46    618,273.50   sFT  0.99991819   +0 17 54.9
 KV3910;SPC NY L     -    79,056.724   296,309.249   MT  0.99999502   -0 01 43.1
 KV3910;SPC NY L     -   259,371.94    972,141.26   sFT  0.99999502   -0 01 43.1
 KV3910;UTM  18      - 4,525,718.660   580,566.927   MT  0.99967989   +0 37 33.0
 KV3910
 KV3910                          SUPERSEDED SURVEY CONTROL
 KV3910
 KV3910  NAD 83(1996)-  40 52 42.89495(N)    074 02 37.63288(W) AD(       ) 4
 KV3910  NAD 83(1996)-  40 52 42.89417(N)    074 02 37.63412(W) AD(       ) 4
 KV3910  NAD 83(1992)-  40 52 42.89167(N)    074 02 37.63466(W) AD(       ) 4
 KV3910  NAD 83(1986)-  40 52 42.90246(N)    074 02 37.63254(W) AD(       ) 4
 KV3910  NAD 27      -  40 52 42.54000(N)    074 02 39.13300(W) AD(       ) 3
 KV3910
 KV3910.Superseded values are not recommended for survey control.
 KV3910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3910.See file dsdata.txt to determine how the superseded data were derived.
 KV3910
 KV3910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8056725719(NAD 83)
 KV3910_MARKER: 87 = DOME
 KV3910_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3910+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2005
 KV3910
 KV3910  HISTORY     - Date     Condition        Report By
 KV3910  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3910  HISTORY     - 1977     GOOD             NGS
 KV3910  HISTORY     - 1988     GOOD             USPSQD
 KV3910  HISTORY     - 20050420 GOOD             GEOCAC
 KV3910
 KV3910                          STATION DESCRIPTION
 KV3910
 KV3910'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3910'STATION IS THE FAIRLY PROMINENT DOME W OF THE HACKENSACK RIVER
 KV3910'IN THE CITY OF HACKENSACK ON THE SE CORNER OF MAIN AND COURT
 KV3910'STREETS ATOP THE BERGEN COUNTY COURTHOUSE, RISING CENTRALLY FROM
 KV3910'THIS 3-STORY, CROSS-SHAPED, GREY STONE BUILDING.  IT IS A BLACK
 KV3910'METAL DOME HAVING A STATUE AT ITS APEX.
 KV3910'
 KV3910'THE STATION IS THE BASE OF THE STATUE AT THE DOME APEX,
 KV3910'APPROXIMATELY 175 FEET ABOVE GROUND.
 KV3910
 KV3910                          STATION RECOVERY (1977)
 KV3910
 KV3910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RPD)
 KV3910'RECOVERED AS DESCRIBED.
 KV3910'
 KV3910'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV3910'IN HACKENSACK.
 KV3910
 KV3910                          STATION RECOVERY (1988)
 KV3910
 KV3910'RECOVERY NOTE BY US POWER SQUADRON 1988 (VFG)
 KV3910'RECOVERED IN GOOD CONDITION.
 KV3910
 KV3910                          STATION RECOVERY (2005)
 KV3910
 KV3910'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 KV3910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3964 ***********************************************************************
 KV3964  DESIGNATION -  HACKENSACK CH IMM CONC SPIRE
 KV3964  PID         -  KV3964
 KV3964  STATE/COUNTY-  NJ/BERGEN
 KV3964  USGS QUAD   -  WEEHAWKEN (1995)
 KV3964
 KV3964                         *CURRENT SURVEY CONTROL
 KV3964  ___________________________________________________________________
 KV3964* NAD 83(1996)-  40 51 57.30419(N)    074 02 30.36425(W)     ADJUSTED  
 KV3964* NAVD 88     -                                                        
 KV3964  ___________________________________________________________________
 KV3964  LAPLACE CORR-           7.53  (seconds)                    DEFLEC99
 KV3964  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KV3964
 KV3964  HORZ ORDER  -  THIRD
 KV3964
 KV3964.The horizontal coordinates were established by classical geodetic methods
 KV3964.and adjusted by the National Geodetic Survey in September 1999..
 KV3964
 KV3964
 KV3964.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3964
 KV3964.The geoid height was determined by GEOID03.
 KV3964
 KV3964;                    North         East     Units Scale Factor Converg.
 KV3964;SPC NJ       -   225,759.945   188,627.667   MT  0.99991836   +0 17 59.4
 KV3964;SPC NJ       -   740,680.75    618,855.94   sFT  0.99991836   +0 17 59.4
 KV3964;SPC NY L     -    77,650.278   296,478.761   MT  0.99999494   -0 01 38.4
 KV3964;SPC NY L     -   254,757.62    972,697.40   sFT  0.99999494   -0 01 38.4
 KV3964;UTM  18      - 4,524,314.684   580,752.432   MT  0.99968026   +0 37 37.2
 KV3964
 KV3964                          SUPERSEDED SURVEY CONTROL
 KV3964
 KV3964  NAD 83(1996)-  40 51 57.30407(N)    074 02 30.36435(W) AD(       ) 4
 KV3964  NAD 83(1996)-  40 51 57.30301(N)    074 02 30.36584(W) AD(       ) 4
 KV3964  NAD 83(1992)-  40 51 57.30073(N)    074 02 30.36622(W) AD(       ) 4
 KV3964  NAD 83(1986)-  40 51 57.31013(N)    074 02 30.36362(W) AD(       ) 4
 KV3964  NAD 27      -  40 51 56.94700(N)    074 02 31.86400(W) AD(       ) 3
 KV3964
 KV3964.Superseded values are not recommended for survey control.
 KV3964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3964.See file dsdata.txt to determine how the superseded data were derived.
 KV3964
 KV3964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8075224315(NAD 83)
 KV3964_MARKER: 90 = CHURCH SPIRE
 KV3964
 KV3964  HISTORY     - Date     Condition        Report By
 KV3964  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3964  HISTORY     - 19940820 GOOD             USPSQD
 KV3964
 KV3964                          STATION DESCRIPTION
 KV3964
 KV3964'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3964'THE SPIRE, W OF THE HACKENSACK RIVER, IN THE CITY OF HACKENSACK ON
 KV3964'THE SE CORNER OF VREELAND AND WILLIAMS AVENUES, RISING CENTRALLY
 KV3964'FROM THE SQUARE, RED-SHINGLED TOWER AT THE N END OF THE CHURCH OF
 KV3964'THE IMMACULATE CONCEPTION (AN ORDINARY GABLE-TYPE STRUCTURE WITH
 KV3964'RED-SHINGLED ROOF AND GRAY-SHINGLED SIDES).  IT IS AN OCTAGONAL,
 KV3964'RED-SHINGLED, WOODEN SPIRE.
 KV3964'
 KV3964'THE STATION IS THE BASE OF THE WOODEN CROSS AT THE SPIRE-APEX,
 KV3964'APPROXIMATELY 100 FEET ABOVE GROUND.
 KV3964
 KV3964                          STATION RECOVERY (1994)
 KV3964
 KV3964'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3887 ***********************************************************************
 KV3887  DESIGNATION -  HACKENSACK CITY INCIN CHIMNEY
 KV3887  PID         -  KV3887
 KV3887  STATE/COUNTY-  NJ/BERGEN
 KV3887  USGS QUAD   -  HACKENSACK (1997)
 KV3887
 KV3887                         *CURRENT SURVEY CONTROL
 KV3887  ___________________________________________________________________
 KV3887* NAD 83(1996)-  40 52 38.13535(N)    074 02 25.32946(W)     ADJUSTED  
 KV3887* NAVD 88     -                                                        
 KV3887  ___________________________________________________________________
 KV3887  LAPLACE CORR-           7.54  (seconds)                    DEFLEC99
 KV3887  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 KV3887
 KV3887  HORZ ORDER  -  THIRD
 KV3887
 KV3887.The horizontal coordinates were established by classical geodetic methods
 KV3887.and adjusted by the National Geodetic Survey in September 1999..
 KV3887
 KV3887
 KV3887.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3887
 KV3887.The geoid height was determined by GEOID03.
 KV3887
 KV3887;                    North         East     Units Scale Factor Converg.
 KV3887;SPC NJ       -   227,019.987   188,738.950   MT  0.99991846   +0 18 02.9
 KV3887;SPC NJ       -   744,814.74    619,221.04   sFT  0.99991846   +0 18 02.9
 KV3887;SPC NY L     -    78,909.760   296,597.246   MT  0.99999501   -0 01 35.1
 KV3887;SPC NY L     -   258,889.77    973,086.13   sFT  0.99999501   -0 01 35.1
 KV3887;UTM  18      - 4,525,575.041   580,856.493   MT  0.99968047   +0 37 41.0
 KV3887
 KV3887                          SUPERSEDED SURVEY CONTROL
 KV3887
 KV3887  NAD 83(1996)-  40 52 38.13523(N)    074 02 25.32957(W) AD(       ) 4
 KV3887  NAD 83(1996)-  40 52 38.13449(N)    074 02 25.33083(W) AD(       ) 4
 KV3887  NAD 83(1992)-  40 52 38.13196(N)    074 02 25.33135(W) AD(       ) 4
 KV3887  NAD 83(1986)-  40 52 38.14293(N)    074 02 25.32891(W) AD(       ) 4
 KV3887  NAD 27      -  40 52 37.78100(N)    074 02 26.82900(W) AD(       ) 3
 KV3887
 KV3887.Superseded values are not recommended for survey control.
 KV3887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3887.See file dsdata.txt to determine how the superseded data were derived.
 KV3887
 KV3887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8085625575(NAD 83)
 KV3887_MARKER: 85 = CHIMNEY
 KV3887
 KV3887  HISTORY     - Date     Condition        Report By
 KV3887  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3887  HISTORY     - 20060422 MARK NOT FOUND   GEOCAC
 KV3887
 KV3887                          STATION DESCRIPTION
 KV3887
 KV3887'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3887'THE STOCKY CHIMNEY, ON THE W BANK OF THE HACKENSACK RIVER, IN
 KV3887'THE CITY OF HACKENSACK, NEAR THE S END OF AMOS PLACE AND
 KV3887'APPROXIMATELY 250 METERS SW OF THE COURT STREET BRIDGE, RISING
 KV3887'FROM THE GROUND ON THE E SIDE OF THE 2 1/2-STORY, RED BRICK,
 KV3887'HACKENSACK CITY INCINERATOR BUILDING.  IT IS A STOCKY, ORANGE
 KV3887'COLORED CHIMNEY.
 KV3887'
 KV3887'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 100 FEET ABOVE
 KV3887'GROUND.
 KV3887
 KV3887                          STATION RECOVERY (2006)
 KV3887
 KV3887'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KV3887'THERE IS NO CHIMNEY AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3905 ***********************************************************************
 KV3905  DESIGNATION -  HACKENSACK FIRST PRESB CHURCH
 KV3905  PID         -  KV3905
 KV3905  STATE/COUNTY-  NJ/BERGEN
 KV3905  USGS QUAD   -  HACKENSACK (1997)
 KV3905
 KV3905                         *CURRENT SURVEY CONTROL
 KV3905  ___________________________________________________________________
 KV3905* NAD 83(1996)-  40 53 28.09417(N)    074 02 31.48748(W)     ADJUSTED  
 KV3905* NAVD 88     -                                                        
 KV3905  ___________________________________________________________________
 KV3905  LAPLACE CORR-           7.44  (seconds)                    DEFLEC99
 KV3905  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 KV3905
 KV3905  HORZ ORDER  -  THIRD
 KV3905
 KV3905.The horizontal coordinates were established by classical geodetic methods
 KV3905.and adjusted by the National Geodetic Survey in September 1999..
 KV3905
 KV3905
 KV3905.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3905
 KV3905.The geoid height was determined by GEOID03.
 KV3905
 KV3905;                    North         East     Units Scale Factor Converg.
 KV3905;SPC NJ       -   228,560.198   188,586.717   MT  0.99991832   +0 17 59.2
 KV3905;SPC NJ       -   749,867.92    618,721.59   sFT  0.99991832   +0 17 59.2
 KV3905;SPC NY L     -    80,450.935   296,453.802   MT  0.99999516   -0 01 39.1
 KV3905;SPC NY L     -   263,946.11    972,615.52   sFT  0.99999516   -0 01 39.1
 KV3905;UTM  18      - 4,527,113.991   580,695.503   MT  0.99968015   +0 37 37.6
 KV3905
 KV3905                          SUPERSEDED SURVEY CONTROL
 KV3905
 KV3905  NAD 83(1996)-  40 53 28.09405(N)    074 02 31.48760(W) AD(       ) 4
 KV3905  NAD 83(1996)-  40 53 28.09297(N)    074 02 31.48859(W) AD(       ) 4
 KV3905  NAD 83(1992)-  40 53 28.09077(N)    074 02 31.48921(W) AD(       ) 4
 KV3905  NAD 83(1986)-  40 53 28.10183(N)    074 02 31.48709(W) AD(       ) 4
 KV3905  NAD 27      -  40 53 27.73900(N)    074 02 32.98700(W) AD(       ) 3
 KV3905
 KV3905.Superseded values are not recommended for survey control.
 KV3905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3905.See file dsdata.txt to determine how the superseded data were derived.
 KV3905
 KV3905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8069627114(NAD 83)
 KV3905_MARKER: 90 = CHURCH SPIRE
 KV3905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3905+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2005
 KV3905
 KV3905  HISTORY     - Date     Condition        Report By
 KV3905  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3905  HISTORY     - 20050911 GOOD             GEOCAC
 KV3905
 KV3905                          STATION DESCRIPTION
 KV3905
 KV3905'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3905'THE SPIRE, W OF THE HACKENSACK RIVER, IN THE CITY OF HACKENSACK
 KV3905'ON THE NE CORNER OF PASSAIC AND UNION STREETS, ATOP THE FIRST
 KV3905'PRESBYTERIAN CHURCH, RISING FROM A SQUARE TOWER AT THE S SIDE OF
 KV3905'THIS RATHER SMALL, RED BRICK BUILDING (ERECTED 1929).  IT IS A
 KV3905'WHITE, OCTAGONAL, WOOD-SHINGLED SPIRE SURMOUNTED BY A WEATHER
 KV3905'VANE AND THREE GOLD BALLS.
 KV3905'
 KV3905'THE STATION IS THE BASE OF THE WEATHER VANE AT THE SPIRE APEX,
 KV3905'APPROXIMATELY 150 FEET ABOVE GROUND.
 KV3905
 KV3905                          STATION RECOVERY (2005)
 KV3905
 KV3905'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV3905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3899 ***********************************************************************
 KV3899  DESIGNATION -  HACKENSACK FIRST REFORM CHURCH
 KV3899  PID         -  KV3899
 KV3899  STATE/COUNTY-  NJ/BERGEN
 KV3899  USGS QUAD   -  HACKENSACK (1997)
 KV3899
 KV3899                         *CURRENT SURVEY CONTROL
 KV3899  ___________________________________________________________________
 KV3899* NAD 83(1996)-  40 52 45.02203(N)    074 02 33.54791(W)     ADJUSTED  
 KV3899* NAVD 88     -                                                        
 KV3899  ___________________________________________________________________
 KV3899  LAPLACE CORR-           7.47  (seconds)                    DEFLEC99
 KV3899  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KV3899
 KV3899  HORZ ORDER  -  THIRD
 KV3899
 KV3899.The horizontal coordinates were established by classical geodetic methods
 KV3899.and adjusted by the National Geodetic Survey in September 1999..
 KV3899
 KV3899
 KV3899.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3899
 KV3899.The geoid height was determined by GEOID03.
 KV3899
 KV3899;                    North         East     Units Scale Factor Converg.
 KV3899;SPC NJ       -   227,231.397   188,545.430   MT  0.99991828   +0 17 57.6
 KV3899;SPC NJ       -   745,508.34    618,586.13   sFT  0.99991828   +0 17 57.6
 KV3899;SPC NY L     -    79,122.288   296,404.922   MT  0.99999503   -0 01 40.4
 KV3899;SPC NY L     -   259,587.04    972,455.15   sFT  0.99999503   -0 01 40.4
 KV3899;UTM  18      - 4,525,785.292   580,661.815   MT  0.99968008   +0 37 35.7
 KV3899
 KV3899                          SUPERSEDED SURVEY CONTROL
 KV3899
 KV3899  NAD 83(1996)-  40 52 45.02190(N)    074 02 33.54802(W) AD(       ) 4
 KV3899  NAD 83(1996)-  40 52 45.02114(N)    074 02 33.54924(W) AD(       ) 4
 KV3899  NAD 83(1992)-  40 52 45.01859(N)    074 02 33.54982(W) AD(       ) 4
 KV3899  NAD 83(1986)-  40 52 45.02949(N)    074 02 33.54760(W) AD(       ) 4
 KV3899  NAD 27      -  40 52 44.66700(N)    074 02 35.04800(W) AD(       ) 3
 KV3899
 KV3899.Superseded values are not recommended for survey control.
 KV3899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3899.See file dsdata.txt to determine how the superseded data were derived.
 KV3899
 KV3899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8066225785(NAD 83)
 KV3899_MARKER: 90 = CHURCH SPIRE
 KV3899
 KV3899  HISTORY     - Date     Condition        Report By
 KV3899  HISTORY     - 1914     FIRST OBSERVED   CGS
 KV3899  HISTORY     - 1932     GOOD             CGS
 KV3899
 KV3899                          STATION DESCRIPTION
 KV3899
 KV3899'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3899'STATION RECOVERED IN GOOD CONDITION.  NO DESCRIPTION
 KV3899'AVAILABLE.  STATION RENAMED SPIRE REFORMED CHURCH.
 KV3899'
 KV3899'THE SPIRE W OF THE HACKENSACK RIVER, IN THE CITY OF HACKENSACK
 KV3899'ON THE N SIDE OF COURT STREET, APPROXIMATELY 60 METERS E OF
 KV3899'MOORE STREET, ATOP THE FIRST REFORMED CHURCH, RISING FROM A
 KV3899'TOWER AT THE S SIDE OF THIS BROWN STONE BUILDING.  IT IS AN
 KV3899'OCTAGONAL, WHITE WOOD-SHINGLED SPIRE SURMOUNTED BY BALL APEX AND
 KV3899'WEATHER VANE.
 KV3899'
 KV3899'THE STATION IS THE BASE OF THE WEATHER VANE, APPROXIMATELY 110
 KV3899'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3922 ***********************************************************************
 KV3922  DESIGNATION -  HACKENSACK HARRY GLUCKIN STACK
 KV3922  PID         -  KV3922
 KV3922  STATE/COUNTY-  NJ/BERGEN
 KV3922  USGS QUAD   -  WEEHAWKEN (1995)
 KV3922
 KV3922                         *CURRENT SURVEY CONTROL
 KV3922  ___________________________________________________________________
 KV3922* NAD 83(1996)-  40 52 29.34880(N)    074 02 26.82769(W)     ADJUSTED  
 KV3922* NAVD 88     -                                                        
 KV3922  ___________________________________________________________________
 KV3922  LAPLACE CORR-           7.54  (seconds)                    DEFLEC99
 KV3922  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 KV3922
 KV3922  HORZ ORDER  -  THIRD
 KV3922
 KV3922.The horizontal coordinates were established by classical geodetic methods
 KV3922.and adjusted by the National Geodetic Survey in September 1999..
 KV3922
 KV3922
 KV3922.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3922
 KV3922.The geoid height was determined by GEOID03.
 KV3922
 KV3922;                    North         East     Units Scale Factor Converg.
 KV3922;SPC NJ       -   226,748.784   188,705.295   MT  0.99991843   +0 18 01.9
 KV3922;SPC NJ       -   743,924.97    619,110.62   sFT  0.99991843   +0 18 01.9
 KV3922;SPC NY L     -    78,638.734   296,562.040   MT  0.99999499   -0 01 36.0
 KV3922;SPC NY L     -   258,000.58    972,970.63   sFT  0.99999499   -0 01 36.0
 KV3922;UTM  18      - 4,525,303.715   580,824.395   MT  0.99968040   +0 37 39.9
 KV3922
 KV3922                          SUPERSEDED SURVEY CONTROL
 KV3922
 KV3922  NAD 83(1996)-  40 52 29.34868(N)    074 02 26.82780(W) AD(       ) 4
 KV3922  NAD 83(1996)-  40 52 29.34792(N)    074 02 26.82912(W) AD(       ) 4
 KV3922  NAD 83(1992)-  40 52 29.34542(N)    074 02 26.82962(W) AD(       ) 4
 KV3922  NAD 83(1986)-  40 52 29.35606(N)    074 02 26.82718(W) AD(       ) 4
 KV3922  NAD 27      -  40 52 28.99300(N)    074 02 28.32700(W) AD(       ) 3
 KV3922
 KV3922.Superseded values are not recommended for survey control.
 KV3922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3922.See file dsdata.txt to determine how the superseded data were derived.
 KV3922
 KV3922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8082425304(NAD 83)
 KV3922_MARKER: 63 = STACK
 KV3922
 KV3922  HISTORY     - Date     Condition        Report By
 KV3922  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3922  HISTORY     - 19950820 MARK NOT FOUND   USPSQD
 KV3922
 KV3922                          STATION DESCRIPTION
 KV3922
 KV3922'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3922'THE STACK, W OF THE HACKENSACK RIVER, IN THE CITY OF HACKENSACK
 KV3922'ON THE W SIDE OF AMOS PLACE BETWEEN VAN WETERING PLACE AND E
 KV3922'BROADWAY, ON THE PROPERTY OF HARRY GLUCKIN INCORPORATED, RISING
 KV3922'FROM THE GROUND AT THE E SIDE OF A LARGE GROUP OF
 KV3922'IRREGULARLY-SHAPED, RED BRICK BUILDINGS.  IT IS A SHORT, BLACK,
 KV3922'STEEL STACK.
 KV3922'
 KV3922'THE STATION IS THE STACK-TOP, APPROXIMATELY 75 FEET ABOVE GROUND.
 KV3922
 KV3922                          STATION RECOVERY (1995)
 KV3922
 KV3922'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3901 ***********************************************************************
 KV3901  DESIGNATION -  HACKENSACK HOLY TRINITY CHURCH
 KV3901  PID         -  KV3901
 KV3901  STATE/COUNTY-  NJ/BERGEN
 KV3901  USGS QUAD   -  HACKENSACK (1997)
 KV3901
 KV3901                         *CURRENT SURVEY CONTROL
 KV3901  ___________________________________________________________________
 KV3901* NAD 83(1996)-  40 53 37.64638(N)    074 02 26.67314(W)     ADJUSTED  
 KV3901* NAVD 88     -                                                        
 KV3901  ___________________________________________________________________
 KV3901  LAPLACE CORR-           7.47  (seconds)                    DEFLEC99
 KV3901  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 KV3901
 KV3901  HORZ ORDER  -  THIRD
 KV3901
 KV3901.The horizontal coordinates were established by classical geodetic methods
 KV3901.and adjusted by the National Geodetic Survey in September 1999..
 KV3901
 KV3901
 KV3901.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3901
 KV3901.The geoid height was determined by GEOID03.
 KV3901
 KV3901;                    North         East     Units Scale Factor Converg.
 KV3901;SPC NJ       -   228,855.425   188,697.861   MT  0.99991843   +0 18 02.4
 KV3901;SPC NJ       -   750,836.51    619,086.23   sFT  0.99991843   +0 18 02.4
 KV3901;SPC NY L     -    80,745.544   296,566.639   MT  0.99999519   -0 01 35.9
 KV3901;SPC NY L     -   264,912.67    972,985.71   sFT  0.99999519   -0 01 35.9
 KV3901;UTM  18      - 4,527,409.777   580,804.932   MT  0.99968036   +0 37 40.9
 KV3901
 KV3901                          SUPERSEDED SURVEY CONTROL
 KV3901
 KV3901  NAD 83(1996)-  40 53 37.64626(N)    074 02 26.67326(W) AD(       ) 4
 KV3901  NAD 83(1996)-  40 53 37.64503(N)    074 02 26.67421(W) AD(       ) 4
 KV3901  NAD 83(1992)-  40 53 37.64287(N)    074 02 26.67482(W) AD(       ) 4
 KV3901  NAD 83(1986)-  40 53 37.65367(N)    074 02 26.67264(W) AD(       ) 4
 KV3901  NAD 27      -  40 53 37.29100(N)    074 02 28.17200(W) AD(       ) 3
 KV3901
 KV3901.Superseded values are not recommended for survey control.
 KV3901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3901.See file dsdata.txt to determine how the superseded data were derived.
 KV3901
 KV3901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8080527410(NAD 83)
 KV3901_MARKER: 91 = CHURCH CROSS
 KV3901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3901+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2005
 KV3901
 KV3901  HISTORY     - Date     Condition        Report By
 KV3901  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3901  HISTORY     - 20051124 GOOD             GEOCAC
 KV3901
 KV3901                          STATION DESCRIPTION
 KV3901
 KV3901'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3901'THE DOME, W OF THE HACKENSACK RIVER, IN THE CITY OF HACKENSACK
 KV3901'ON THE NE CORNER OF PANGBORN PLACE AND MAPLE AVENUE, JUST S OF
 KV3901'CLINTON PLACE, ATOP THE ROMAN CATHOLIC CHURCH OF THE HOLY TRINITY,
 KV3901'RISING FROM THE N SIDE OF THIS IRREGULARLY-SHAPED,
 KV3901'ORNATELY-TRIMMED BUILDING (ERECTED 1927).  IT IS AN OCTAGONAL, RED
 KV3901'TILE-ROOFED DOME SURMOUNTED BY AN ORNATE, BLACK,
 KV3901'WROUGHT-IRON CROSS.
 KV3901'
 KV3901'THE STATION IS THE BASE OF THE CROSS AT THE DOME-APEX,
 KV3901'APPROXIMATELY 125 FEET ABOVE THE GROUND.
 KV3901
 KV3901                          STATION RECOVERY (2005)
 KV3901
 KV3901'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV3901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3928 ***********************************************************************
 KV3928  DESIGNATION -  HACKENSACK PUB SERV CHIMNEY
 KV3928  PID         -  KV3928
 KV3928  STATE/COUNTY-  NJ/BERGEN
 KV3928  USGS QUAD   -  WEEHAWKEN (1995)
 KV3928
 KV3928                         *CURRENT SURVEY CONTROL
 KV3928  ___________________________________________________________________
 KV3928* NAD 83(1996)-  40 52 17.98368(N)    074 02 23.33113(W)     ADJUSTED  
 KV3928* NAVD 88     -                                                        
 KV3928  ___________________________________________________________________
 KV3928  LAPLACE CORR-           7.57  (seconds)                    DEFLEC99
 KV3928  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 KV3928
 KV3928  HORZ ORDER  -  THIRD
 KV3928
 KV3928.The horizontal coordinates were established by classical geodetic methods
 KV3928.and adjusted by the National Geodetic Survey in September 1999..
 KV3928
 KV3928
 KV3928.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3928
 KV3928.The geoid height was determined by GEOID03.
 KV3928
 KV3928;                    North         East     Units Scale Factor Converg.
 KV3928;SPC NJ       -   226,398.660   188,789.001   MT  0.99991851   +0 18 04.1
 KV3928;SPC NJ       -   742,776.27    619,385.25   sFT  0.99991851   +0 18 04.1
 KV3928;SPC NY L     -    78,288.111   296,643.753   MT  0.99999497   -0 01 33.8
 KV3928;SPC NY L     -   256,850.24    973,238.71   sFT  0.99999497   -0 01 33.8
 KV3928;UTM  18      - 4,524,954.158   580,910.080   MT  0.99968057   +0 37 42.1
 KV3928
 KV3928                          SUPERSEDED SURVEY CONTROL
 KV3928
 KV3928  NAD 83(1996)-  40 52 17.98356(N)    074 02 23.33124(W) AD(       ) 4
 KV3928  NAD 83(1996)-  40 52 17.98248(N)    074 02 23.33262(W) AD(       ) 4
 KV3928  NAD 83(1992)-  40 52 17.98008(N)    074 02 23.33306(W) AD(       ) 4
 KV3928  NAD 83(1986)-  40 52 17.99038(N)    074 02 23.33003(W) AD(       ) 4
 KV3928  NAD 27      -  40 52 17.62700(N)    074 02 24.83100(W) AD(       ) 3
 KV3928
 KV3928.Superseded values are not recommended for survey control.
 KV3928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3928.See file dsdata.txt to determine how the superseded data were derived.
 KV3928
 KV3928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8091024954(NAD 83)
 KV3928_MARKER: 85 = CHIMNEY
 KV3928
 KV3928  HISTORY     - Date     Condition        Report By
 KV3928  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3928  HISTORY     - 19950820 MARK NOT FOUND   USPSQD
 KV3928
 KV3928                          STATION DESCRIPTION
 KV3928
 KV3928'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3928'THE CHIMNEY, ON THE W SIDE OF THE HACKENSACK RIVER, IN THE CITY
 KV3928'OF HACKENSACK ON THE N SIDE OF WATER STREET, APPROXIMATELY 150
 KV3928'METERS E OF HUDSON STREET, ON THE PROPERTY OF THE PUBLIC SERVICE
 KV3928'GAS AND ELECTRIC COMPANY, RISING FROM THE GROUND AT THE E END OF
 KV3928'THE PLANTS BOILER ROOM.  IT IS A RED BRICK CHIMNEY.
 KV3928'
 KV3928'THE STATION IS THE CHIMNEY TOP, 125 FEET ABOVE GROUND.
 KV3928
 KV3928                          STATION RECOVERY (1995)
 KV3928
 KV3928'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3929 ***********************************************************************
 KV3929  DESIGNATION -  HACKENSACK PUB SERV GAS HOLDER
 KV3929  PID         -  KV3929
 KV3929  STATE/COUNTY-  NJ/BERGEN
 KV3929  USGS QUAD   -  WEEHAWKEN (1995)
 KV3929
 KV3929                         *CURRENT SURVEY CONTROL
 KV3929  ___________________________________________________________________
 KV3929* NAD 83(1996)-  40 52 17.66256(N)    074 02 19.98087(W)     ADJUSTED  
 KV3929* NAVD 88     -                                                        
 KV3929  ___________________________________________________________________
 KV3929  LAPLACE CORR-           7.58  (seconds)                    DEFLEC99
 KV3929  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 KV3929
 KV3929  HORZ ORDER  -  THIRD
 KV3929
 KV3929.The horizontal coordinates were established by classical geodetic methods
 KV3929.and adjusted by the National Geodetic Survey in September 1999..
 KV3929
 KV3929
 KV3929.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3929
 KV3929.The geoid height was determined by GEOID03.
 KV3929
 KV3929;                    North         East     Units Scale Factor Converg.
 KV3929;SPC NJ       -   226,389.168   188,867.496   MT  0.99991859   +0 18 06.3
 KV3929;SPC NJ       -   742,745.13    619,642.78   sFT  0.99991859   +0 18 06.3
 KV3929;SPC NY L     -    78,278.170   296,722.198   MT  0.99999497   -0 01 31.6
 KV3929;SPC NY L     -   256,817.63    973,496.08   sFT  0.99999497   -0 01 31.6
 KV3929;UTM  18      - 4,524,945.117   580,988.609   MT  0.99968073   +0 37 44.2
 KV3929
 KV3929                          SUPERSEDED SURVEY CONTROL
 KV3929
 KV3929  NAD 83(1996)-  40 52 17.66244(N)    074 02 19.98098(W) AD(       ) 4
 KV3929  NAD 83(1996)-  40 52 17.66136(N)    074 02 19.98236(W) AD(       ) 4
 KV3929  NAD 83(1992)-  40 52 17.65894(N)    074 02 19.98281(W) AD(       ) 4
 KV3929  NAD 83(1986)-  40 52 17.66922(N)    074 02 19.97962(W) AD(       ) 4
 KV3929  NAD 27      -  40 52 17.30600(N)    074 02 21.48000(W) AD(       ) 3
 KV3929
 KV3929.Superseded values are not recommended for survey control.
 KV3929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3929.See file dsdata.txt to determine how the superseded data were derived.
 KV3929
 KV3929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8098924945(NAD 83)
 KV3929_MARKER: 51 = TANK
 KV3929
 KV3929  HISTORY     - Date     Condition        Report By
 KV3929  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3929  HISTORY     - 19950820 MARK NOT FOUND   USPSQD
 KV3929
 KV3929                          STATION DESCRIPTION
 KV3929
 KV3929'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3929'THE GASHOLDER, ON THE W SIDE OF THE HACKENSACK RIVER, IN THE CITY
 KV3929'OF HACKENSACK ON THE N SIDE OF WATER STREET, APPROXIMATELY MIDWAY
 KV3929'BETWEEN HUDSON STREET AND THE HACKENSACK RIVER JUST S OF THE
 KV3929'RIVERS JUNCTURE WITH BROSSES CREEK, ON THE PROPERTY OF THE
 KV3929'PUBLIC SERVICE GAS AND ELECTRIC COMPANY.  IT IS AN ORDINARY-TYPE
 KV3929'BROWN GAS-HOLDER (144 FEET DIAMETER).
 KV3929'
 KV3929'THE STATION IS THE TANKS TOP-CENTER, APPROXIMATELY 140 FEET
 KV3929'ABOVE GROUND.
 KV3929
 KV3929                          STATION RECOVERY (1995)
 KV3929
 KV3929'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3929'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4085 ***********************************************************************
 KV4085  DESIGNATION -  HACKENSACK R ERIE RR TOWER H X
 KV4085  PID         -  KV4085
 KV4085  STATE/COUNTY-  NJ/BERGEN
 KV4085  USGS QUAD   -  WEEHAWKEN (1995)
 KV4085
 KV4085                         *CURRENT SURVEY CONTROL
 KV4085  ___________________________________________________________________
 KV4085* NAD 83(1996)-  40 47 20.85390(N)    074 04 56.84581(W)     ADJUSTED  
 KV4085* NAVD 88     -                                                        
 KV4085  ___________________________________________________________________
 KV4085  LAPLACE CORR-           6.72  (seconds)                    DEFLEC99
 KV4085  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KV4085
 KV4085  HORZ ORDER  -  THIRD
 KV4085
 KV4085.The horizontal coordinates were established by classical geodetic methods
 KV4085.and adjusted by the National Geodetic Survey in September 1999..
 KV4085
 KV4085
 KV4085.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4085
 KV4085.The geoid height was determined by GEOID03.
 KV4085
 KV4085;                    North         East     Units Scale Factor Converg.
 KV4085;SPC NJ       -   217,215.845   185,238.290   MT  0.99991528   +0 16 22.0
 KV4085;SPC NJ       -   712,648.98    607,735.96   sFT  0.99991528   +0 16 22.0
 KV4085;SPC NY L     -    69,124.989   293,040.420   MT  0.99999546   -0 03 14.2
 KV4085;SPC NY L     -   226,787.57    961,416.78   sFT  0.99999546   -0 03 14.2
 KV4085;UTM  18      - 4,515,753.438   577,412.663   MT  0.99967376   +0 35 58.0
 KV4085
 KV4085                          SUPERSEDED SURVEY CONTROL
 KV4085
 KV4085  NAD 83(1996)-  40 47 20.85383(N)    074 04 56.84591(W) AD(       ) 4
 KV4085  NAD 83(1996)-  40 47 20.85289(N)    074 04 56.84742(W) AD(       ) 4
 KV4085  NAD 83(1992)-  40 47 20.85188(N)    074 04 56.84835(W) AD(       ) 4
 KV4085  NAD 83(1986)-  40 47 20.85581(N)    074 04 56.84706(W) AD(       ) 4
 KV4085  NAD 27      -  40 47 20.49400(N)    074 04 58.33500(W) AD(       ) 3
 KV4085
 KV4085.Superseded values are not recommended for survey control.
 KV4085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4085.See file dsdata.txt to determine how the superseded data were derived.
 KV4085
 KV4085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7741315753(NAD 83)
 KV4085_MARKER: 55 = TOWER
 KV4085
 KV4085  HISTORY     - Date     Condition        Report By
 KV4085  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4085  HISTORY     - 1983     GOOD             USPSQD
 KV4085
 KV4085                          STATION DESCRIPTION
 KV4085
 KV4085'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4085'THE SWITCH TOWER, ON THE W SIDE OF THE HACKENSACK RIVER, W OF THE
 KV4085'JACK-KNIFE DRAWBRIDGE OF THE ERIE RAILROAD (MAIN LINE) ON THE FILL
 KV4085'S OF THE TRACKS.  IT IS A SMALL, CONCRETE-BLOCK, SLATE-ROOFED
 KV4085'BUILDING (SWITCH TOWER HX), ISOLATED FROM THE MOST EASTERLY OF A
 KV4085'GROUP OF SMALL STRUCTURES.
 KV4085'
 KV4085'THE STATION IS THE CENTER OF THE HIPPED ROOF, APPROXIMATELY 40
 KV4085'FEET ABOVE GROUND.
 KV4085
 KV4085                          STATION RECOVERY (1983)
 KV4085
 KV4085'RECOVERY NOTE BY US POWER SQUADRON 1983 (VFG)
 KV4085'STATION RECOVERED GOOD.
 KV4085'
 KV4085'SWITCH TOWER HX IS IN GOOD CONDITION AND STILL IN USE AS A RAILROAD
 KV4085'SWITCHING TOWER.  IS NO LONGER OPERATED BY THE ERIE RR BUT BY NJ
 KV4085'TRANSIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4086 ***********************************************************************
 KV4086  DESIGNATION -  HACKENSACK R ERIE RR W STACK
 KV4086  PID         -  KV4086
 KV4086  STATE/COUNTY-  NJ/BERGEN
 KV4086  USGS QUAD   -  WEEHAWKEN (1995)
 KV4086
 KV4086                         *CURRENT SURVEY CONTROL
 KV4086  ___________________________________________________________________
 KV4086* NAD 83(1996)-  40 47 24.41222(N)    074 04 58.99545(W)     ADJUSTED  
 KV4086* NAVD 88     -                                                        
 KV4086  ___________________________________________________________________
 KV4086  LAPLACE CORR-           6.72  (seconds)                    DEFLEC99
 KV4086  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KV4086
 KV4086  HORZ ORDER  -  THIRD
 KV4086
 KV4086.The horizontal coordinates were established by classical geodetic methods
 KV4086.and adjusted by the National Geodetic Survey in September 1999..
 KV4086
 KV4086
 KV4086.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4086
 KV4086.The geoid height was determined by GEOID03.
 KV4086
 KV4086;                    North         East     Units Scale Factor Converg.
 KV4086;SPC NJ       -   217,325.358   185,187.374   MT  0.99991523   +0 16 20.6
 KV4086;SPC NJ       -   713,008.28    607,568.91   sFT  0.99991523   +0 16 20.6
 KV4086;SPC NY L     -    69,234.800   292,990.125   MT  0.99999545   -0 03 15.6
 KV4086;SPC NY L     -   227,147.84    961,251.77   sFT  0.99999545   -0 03 15.6
 KV4086;UTM  18      - 4,515,862.633   577,361.136   MT  0.99967366   +0 35 56.6
 KV4086
 KV4086                          SUPERSEDED SURVEY CONTROL
 KV4086
 KV4086  NAD 83(1996)-  40 47 24.41215(N)    074 04 58.99554(W) AD(       ) 4
 KV4086  NAD 83(1996)-  40 47 24.41123(N)    074 04 58.99705(W) AD(       ) 4
 KV4086  NAD 83(1992)-  40 47 24.41022(N)    074 04 58.99797(W) AD(       ) 4
 KV4086  NAD 83(1986)-  40 47 24.41421(N)    074 04 58.99667(W) AD(       ) 4
 KV4086  NAD 27      -  40 47 24.05200(N)    074 05 00.48500(W) AD(       ) 3
 KV4086
 KV4086.Superseded values are not recommended for survey control.
 KV4086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4086.See file dsdata.txt to determine how the superseded data were derived.
 KV4086
 KV4086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7736115863(NAD 83)
 KV4086_MARKER: 63 = STACK
 KV4086
 KV4086  HISTORY     - Date     Condition        Report By
 KV4086  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4086  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 KV4086
 KV4086                          STATION DESCRIPTION
 KV4086
 KV4086'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4086'THE SMALL BLACK STACK, ON THE W SIDE OF THE HACKENSACK RIVER, W OF
 KV4086'THE JACK-KNIFE DRAWBRIDGE OF THE ERIE RAILROAD MAIN LINE ON THE
 KV4086'S SIDE OF THE TRACK-FILL, RISING FROM THE ROOF NEAR THE W END OF
 KV4086'THE BOILER HOUSE (A SMALL, BLACK, GABLE-TYPE, WOODEN STRUCTURE
 KV4086'SUPPLYING HEAT FOR FUNCTIONING OF THE SWITCHES).
 KV4086'
 KV4086'THE STATION IS THE STACK TOP, APPROXIMATELY 25 FEET ABOVE GROUND.
 KV4086
 KV4086                          STATION RECOVERY (1988)
 KV4086
 KV4086'RECOVERY NOTE BY US POWER SQUADRON 1988 (VFG)
 KV4086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4014 ***********************************************************************
 KV4014  DESIGNATION -  HACKENSACK R LACKAWANNA RR STK
 KV4014  PID         -  KV4014
 KV4014  STATE/COUNTY-  NJ/HUDSON
 KV4014  USGS QUAD   -  WEEHAWKEN (1995)
 KV4014
 KV4014                         *CURRENT SURVEY CONTROL
 KV4014  ___________________________________________________________________
 KV4014* NAD 83(1996)-  40 46 42.17840(N)    074 05 23.34124(W)     ADJUSTED  
 KV4014* NAVD 88     -                                                        
 KV4014  ___________________________________________________________________
 KV4014  LAPLACE CORR-           6.64  (seconds)                    DEFLEC99
 KV4014  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KV4014
 KV4014  HORZ ORDER  -  THIRD
 KV4014
 KV4014.The horizontal coordinates were established by classical geodetic methods
 KV4014.and adjusted by the National Geodetic Survey in September 1999..
 KV4014
 KV4014
 KV4014.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4014
 KV4014.The geoid height was determined by GEOID03.
 KV4014
 KV4014;                    North         East     Units Scale Factor Converg.
 KV4014;SPC NJ       -   216,019.999   184,622.737   MT  0.99991475   +0 16 04.5
 KV4014;SPC NJ       -   708,725.61    605,716.43   sFT  0.99991475   +0 16 04.5
 KV4014;SPC NY L     -    67,932.577   292,418.009   MT  0.99999568   -0 03 31.5
 KV4014;SPC NY L     -   222,875.46    959,374.75   sFT  0.99999568   -0 03 31.5
 KV4014;UTM  18      - 4,514,554.393   576,804.085   MT  0.99967260   +0 35 40.2
 KV4014
 KV4014                          SUPERSEDED SURVEY CONTROL
 KV4014
 KV4014  NAD 83(1996)-  40 46 42.17832(N)    074 05 23.34136(W) AD(       ) 4
 KV4014  NAD 83(1996)-  40 46 42.17733(N)    074 05 23.34303(W) AD(       ) 4
 KV4014  NAD 83(1992)-  40 46 42.17636(N)    074 05 23.34394(W) AD(       ) 4
 KV4014  NAD 83(1986)-  40 46 42.17998(N)    074 05 23.34327(W) AD(       ) 4
 KV4014  NAD 27      -  40 46 41.81700(N)    074 05 24.83100(W) AD(       ) 3
 KV4014
 KV4014.Superseded values are not recommended for survey control.
 KV4014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4014.See file dsdata.txt to determine how the superseded data were derived.
 KV4014
 KV4014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7680414554(NAD 83)
 KV4014_MARKER: 63 = STACK
 KV4014
 KV4014  HISTORY     - Date     Condition        Report By
 KV4014  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4014
 KV4014                          STATION DESCRIPTION
 KV4014
 KV4014'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4014'STATION IS ABOVE THE HACKENSACK RIVER, ON THE BOUNDARY LINE
 KV4014'OF BERGEN AND HUDSON COUNTIES, APPROXIMATELY 1 MILE N OF SNAKE
 KV4014'HILL, AT THE CENTER OF THE DRAW-SPAN OF THE LACKAWANNA RAILROAD
 KV4014'BRIDGE OVER THE HACKENSACK RIVER, RISING NEAR THE NE CORNER
 KV4014'AND ATOP THE ROOF OF THE PILOT-HOUSE (A SQUARE, WOODEN HOUSE
 KV4014'ATOP THE CENTER OF THE BRIDGE).  IT IS A SMALL, BLACK STACK.
 KV4014'
 KV4014'THE STATION IS THE STACK-TOP, APPROXIMATELY 100 FEET ABOVE
 KV4014'HIGH WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4305 ***********************************************************************
 KV4305  DESIGNATION -  HACKENSACK RIVER BEACON 1
 KV4305  PID         -  KV4305
 KV4305  STATE/COUNTY-  NJ/HUDSON
 KV4305  USGS QUAD   -  JERSEY CITY (1981)
 KV4305
 KV4305                         *CURRENT SURVEY CONTROL
 KV4305  ___________________________________________________________________
 KV4305* NAD 83(1996)-  40 42 43.63829(N)    074 06 56.04353(W)     ADJUSTED  
 KV4305* NAVD 88     -                                                        
 KV4305  ___________________________________________________________________
 KV4305  LAPLACE CORR-           6.12  (seconds)                    DEFLEC99
 KV4305  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KV4305
 KV4305  HORZ ORDER  -  THIRD
 KV4305
 KV4305.The horizontal coordinates were established by classical geodetic methods
 KV4305.and adjusted by the National Geodetic Survey in September 1999..
 KV4305
 KV4305
 KV4305.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4305
 KV4305.The geoid height was determined by GEOID03.
 KV4305
 KV4305;                    North         East     Units Scale Factor Converg.
 KV4305;SPC NJ       -   208,652.633   182,481.394   MT  0.99991298   +0 15 02.7
 KV4305;SPC NJ       -   684,554.51    598,691.04   sFT  0.99991298   +0 15 02.7
 KV4305;SPC NY L     -    60,576.924   290,234.537   MT  0.99999779   -0 04 32.1
 KV4305;SPC NY L     -   198,742.79    952,211.14   sFT  0.99999779   -0 04 32.1
 KV4305;UTM  18      - 4,507,176.744   574,705.253   MT  0.99966869   +0 34 36.9
 KV4305
 KV4305                          SUPERSEDED SURVEY CONTROL
 KV4305
 KV4305  NAD 83(1996)-  40 42 43.63820(N)    074 06 56.04368(W) AD(       ) 4
 KV4305  NAD 83(1996)-  40 42 43.63673(N)    074 06 56.04512(W) AD(       ) 4
 KV4305  NAD 83(1992)-  40 42 43.63601(N)    074 06 56.04621(W) AD(       ) 4
 KV4305  NAD 83(1986)-  40 42 43.63514(N)    074 06 56.04836(W) AD(       ) 4
 KV4305  NAD 27      -  40 42 43.26700(N)    074 06 57.53200(W) AD(       ) 3
 KV4305
 KV4305.Superseded values are not recommended for survey control.
 KV4305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4305.See file dsdata.txt to determine how the superseded data were derived.
 KV4305
 KV4305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7470507177(NAD 83)
 KV4305_MARKER: 14 = NAVIGATION LIGHT
 KV4305
 KV4305  HISTORY     - Date     Condition        Report By
 KV4305  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4305  HISTORY     - 1934     GOOD             CGS
 KV4305
 KV4305                          STATION DESCRIPTION
 KV4305
 KV4305'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4305'STATION IS A SMALL, LIGHTED CHANNEL-BEACON, AT THE MOUTH OF
 KV4305'THE HACKENSACK RIVER, APPROXIMATELY 1-1/4 MILES NORTHERLY OF THE
 KV4305'PENNSYLVANIA-LEHIGH VALLEY RAILROAD BRIDGE ON THE W SIDE OF THE
 KV4305'CHANNEL, ERECTED CENTRALLY AND SYMMETRICALLY OVER A CIRCULAR
 KV4305'ROCK-FILL.  IT IS THE USUAL 4-SIDED LATTICE STRUCTURE SURMOUNTING
 KV4305'A 4-SIDED TANK (WHITE) SECURED TO A SQUARE CONCRETE BASE (BLACK).
 KV4305'
 KV4305'THE STATION IS THE LIGHT APEX, APPROXIMATELY 25 FEET ABOVE
 KV4305'HIGH WATER.
 KV4305
 KV4305                          STATION RECOVERY (1934)
 KV4305
 KV4305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4305'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4314 ***********************************************************************
 KV4314  DESIGNATION -  HACKENSACK RIVER BEACON 3
 KV4314  PID         -  KV4314
 KV4314  STATE/COUNTY-  NJ/HUDSON
 KV4314  USGS QUAD   -  JERSEY CITY (1981)
 KV4314
 KV4314                         *CURRENT SURVEY CONTROL
 KV4314  ___________________________________________________________________
 KV4314* NAD 83(1996)-  40 42 58.53076(N)    074 06 31.47590(W)     ADJUSTED  
 KV4314* NAVD 88     -                                                        
 KV4314  ___________________________________________________________________
 KV4314  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 KV4314  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KV4314
 KV4314  HORZ ORDER  -  THIRD
 KV4314
 KV4314.The horizontal coordinates were established by classical geodetic methods
 KV4314.and adjusted by the National Geodetic Survey in September 1999..
 KV4314
 KV4314
 KV4314.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4314
 KV4314.The geoid height was determined by GEOID03.
 KV4314
 KV4314;                    North         East     Units Scale Factor Converg.
 KV4314;SPC NJ       -   209,114.520   183,055.950   MT  0.99991345   +0 15 18.8
 KV4314;SPC NJ       -   686,069.89    600,576.06   sFT  0.99991345   +0 15 18.8
 KV4314;SPC NY L     -    61,035.568   290,811.763   MT  0.99999762   -0 04 16.1
 KV4314;SPC NY L     -   200,247.53    954,104.93   sFT  0.99999762   -0 04 16.1
 KV4314;UTM  18      - 4,507,641.780   575,277.031   MT  0.99966975   +0 34 53.1
 KV4314
 KV4314                          SUPERSEDED SURVEY CONTROL
 KV4314
 KV4314  NAD 83(1996)-  40 42 58.53066(N)    074 06 31.47606(W) AD(       ) 4
 KV4314  NAD 83(1996)-  40 42 58.52986(N)    074 06 31.47745(W) AD(       ) 4
 KV4314  NAD 83(1992)-  40 42 58.52882(N)    074 06 31.47857(W) AD(       ) 4
 KV4314  NAD 83(1986)-  40 42 58.52882(N)    074 06 31.48028(W) AD(       ) 4
 KV4314  NAD 27      -  40 42 58.16000(N)    074 06 32.96500(W) AD(       ) 3
 KV4314
 KV4314.Superseded values are not recommended for survey control.
 KV4314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4314.See file dsdata.txt to determine how the superseded data were derived.
 KV4314
 KV4314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7527707642(NAD 83)
 KV4314_MARKER: 14 = NAVIGATION LIGHT
 KV4314
 KV4314  HISTORY     - Date     Condition        Report By
 KV4314  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4314  HISTORY     - 1934     GOOD             CGS
 KV4314
 KV4314                          STATION DESCRIPTION
 KV4314
 KV4314'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4314'STATION IS A SMALL, LIGHTED CHANNEL-BEACON, AT THE MOUTH OF THE
 KV4314'HACKENSACK RIVER, ABOUT 1/4 MILE S OF THE CENTRAL RAILROAD OF
 KV4314'NEW JERSEY (KEARNY) BRIDGE ON THE W SIDE OF THE CHANNEL ERECTED
 KV4314'CENTRALLY AND SYMMETRICALLY OVER A CIRCULAR ROCK-FILL.  THE BEACON
 KV4314'IS THE USUAL 4-SIDED LATTICE STRUCTURE SURMOUNTING A 4-SIDED
 KV4314'TANK (WHITE) SECURED TO A SQUARE CONCRETE BASE (BLACK).
 KV4314'
 KV4314'THE STATION IS THE LIGHT APEX, APPROXIMATELY 25 FEET ABOVE
 KV4314'HIGH WATER.
 KV4314
 KV4314                          STATION RECOVERY (1934)
 KV4314
 KV4314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4314'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3902 ***********************************************************************
 KV3902  DESIGNATION -  HACKENSACK SEARS FLAGPOLE
 KV3902  PID         -  KV3902
 KV3902  STATE/COUNTY-  NJ/BERGEN
 KV3902  USGS QUAD   -  HACKENSACK (1997)
 KV3902
 KV3902                         *CURRENT SURVEY CONTROL
 KV3902  ___________________________________________________________________
 KV3902* NAD 83(1996)-  40 53 32.87608(N)    074 02 21.34542(W)     ADJUSTED  
 KV3902* NAVD 88     -                                                        
 KV3902  ___________________________________________________________________
 KV3902  LAPLACE CORR-           7.50  (seconds)                    DEFLEC99
 KV3902  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KV3902
 KV3902  HORZ ORDER  -  THIRD
 KV3902
 KV3902.The horizontal coordinates were established by classical geodetic methods
 KV3902.and adjusted by the National Geodetic Survey in September 1999..
 KV3902
 KV3902
 KV3902.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3902
 KV3902.The geoid height was determined by GEOID03.
 KV3902
 KV3902;                    North         East     Units Scale Factor Converg.
 KV3902;SPC NJ       -   228,708.941   188,823.336   MT  0.99991855   +0 18 05.8
 KV3902;SPC NJ       -   750,355.92    619,497.89   sFT  0.99991855   +0 18 05.8
 KV3902;SPC NY L     -    80,598.335   296,691.286   MT  0.99999517   -0 01 32.5
 KV3902;SPC NY L     -   264,429.70    973,394.66   sFT  0.99999517   -0 01 32.5
 KV3902;UTM  18      - 4,527,264.048   580,931.212   MT  0.99968061   +0 37 44.3
 KV3902
 KV3902                          SUPERSEDED SURVEY CONTROL
 KV3902
 KV3902  NAD 83(1996)-  40 53 32.87596(N)    074 02 21.34554(W) AD(       ) 4
 KV3902  NAD 83(1996)-  40 53 32.87483(N)    074 02 21.34657(W) AD(       ) 4
 KV3902  NAD 83(1992)-  40 53 32.87258(N)    074 02 21.34706(W) AD(       ) 4
 KV3902  NAD 83(1986)-  40 53 32.88367(N)    074 02 21.34481(W) AD(       ) 4
 KV3902  NAD 27      -  40 53 32.64000(N)    074 02 22.89000(W) AD(       ) 3
 KV3902
 KV3902.Superseded values are not recommended for survey control.
 KV3902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3902.See file dsdata.txt to determine how the superseded data were derived.
 KV3902
 KV3902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8093127264(NAD 83)
 KV3902_MARKER: 62 = FLAGPOLE
 KV3902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3902+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2005
 KV3902
 KV3902  HISTORY     - Date     Condition        Report By
 KV3902  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3902  HISTORY     - 20050925 GOOD             GEOCAC
 KV3902
 KV3902                          STATION DESCRIPTION
 KV3902
 KV3902'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3948 ***********************************************************************
 KV3948  DESIGNATION -  HACKENSACK SHULTZ CO STACK
 KV3948  PID         -  KV3948
 KV3948  STATE/COUNTY-  NJ/BERGEN
 KV3948  USGS QUAD   -  WEEHAWKEN (1995)
 KV3948
 KV3948                         *CURRENT SURVEY CONTROL
 KV3948  ___________________________________________________________________
 KV3948* NAD 83(1996)-  40 51 44.99261(N)    074 02 02.84586(W)     ADJUSTED  
 KV3948* NAVD 88     -                                                        
 KV3948  ___________________________________________________________________
 KV3948  LAPLACE CORR-           7.67  (seconds)                    DEFLEC99
 KV3948  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KV3948
 KV3948  HORZ ORDER  -  THIRD
 KV3948
 KV3948.The horizontal coordinates were established by classical geodetic methods
 KV3948.and adjusted by the National Geodetic Survey in September 1999..
 KV3948
 KV3948
 KV3948.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3948
 KV3948.The geoid height was determined by GEOID03.
 KV3948
 KV3948;                    North         East     Units Scale Factor Converg.
 KV3948;SPC NJ       -   225,383.599   189,274.056   MT  0.99991898   +0 18 17.3
 KV3948;SPC NJ       -   739,446.02    620,976.63   sFT  0.99991898   +0 18 17.3
 KV3948;SPC NY L     -    77,270.218   297,123.040   MT  0.99999492   -0 01 20.4
 KV3948;SPC NY L     -   253,510.71    974,811.17   sFT  0.99999492   -0 01 20.4
 KV3948;UTM  18      - 4,523,942.124   581,400.806   MT  0.99968155   +0 37 55.0
 KV3948
 KV3948                          SUPERSEDED SURVEY CONTROL
 KV3948
 KV3948  NAD 83(1996)-  40 51 44.99249(N)    074 02 02.84595(W) AD(       ) 4
 KV3948  NAD 83(1996)-  40 51 44.99135(N)    074 02 02.84728(W) AD(       ) 4
 KV3948  NAD 83(1992)-  40 51 44.98918(N)    074 02 02.84765(W) AD(       ) 4
 KV3948  NAD 83(1986)-  40 51 44.99809(N)    074 02 02.84366(W) AD(       ) 4
 KV3948  NAD 27      -  40 51 44.63500(N)    074 02 04.34400(W) AD(       ) 3
 KV3948
 KV3948.Superseded values are not recommended for survey control.
 KV3948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3948.See file dsdata.txt to determine how the superseded data were derived.
 KV3948
 KV3948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8140123942(NAD 83)
 KV3948_MARKER: 63 = STACK
 KV3948
 KV3948  HISTORY     - Date     Condition        Report By
 KV3948  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3948  HISTORY     - 19950820 MARK NOT FOUND   USPSQD
 KV3948
 KV3948                          STATION DESCRIPTION
 KV3948
 KV3948'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3948'THE SLIM STACK, ON THE W BANK OF THE HACKENSACK RIVER, IN THE CITY
 KV3948'OF HACKENSACK 0.2 MILE E OF HUDSON STREET AND REACHED BY THE
 KV3948'CONTINUATION OF MOONACHIE ROAD, IN THE PLANT OF THE SHULTZ AND SONS
 KV3948'BRICK COMPANY, RISING FROM THE GROUND N OF THE RED BRICK POWER
 KV3948'HOUSE.  IT IS A ROUND, BLACK, STEEL STACK HAVING A BASE
 KV3948'CIRCUMFERENCE OF 3.9 METERS.
 KV3948'
 KV3948'THE STATION IS THE STACK TOP, APPROXIMATELY 120 FEET ABOVE GROUND.
 KV3948
 KV3948                          STATION RECOVERY (1995)
 KV3948
 KV3948'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3944 ***********************************************************************
 KV3944  DESIGNATION -  HACKENSACK ST JOSEPHS CATH CH
 KV3944  PID         -  KV3944
 KV3944  STATE/COUNTY-  NJ/BERGEN
 KV3944  USGS QUAD   -  WEEHAWKEN (1995)
 KV3944
 KV3944                         *CURRENT SURVEY CONTROL
 KV3944  ___________________________________________________________________
 KV3944* NAD 83(1996)-  40 51 49.17439(N)    074 02 17.00129(W)     ADJUSTED  
 KV3944* NAVD 88     -                                                        
 KV3944  ___________________________________________________________________
 KV3944  LAPLACE CORR-           7.62  (seconds)                    DEFLEC99
 KV3944  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 KV3944
 KV3944  HORZ ORDER  -  THIRD
 KV3944
 KV3944.The horizontal coordinates were established by classical geodetic methods
 KV3944.and adjusted by the National Geodetic Survey in September 1999..
 KV3944
 KV3944
 KV3944.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3944
 KV3944.The geoid height was determined by GEOID03.
 KV3944
 KV3944;                    North         East     Units Scale Factor Converg.
 KV3944;SPC NJ       -   225,510.828   188,941.896   MT  0.99991866   +0 18 08.0
 KV3944;SPC NJ       -   739,863.44    619,886.87   sFT  0.99991866   +0 18 08.0
 KV3944;SPC NY L     -    77,399.352   296,791.586   MT  0.99999493   -0 01 29.6
 KV3944;SPC NY L     -   253,934.37    973,723.73   sFT  0.99999493   -0 01 29.6
 KV3944;UTM  18      - 4,524,067.425   581,068.004   MT  0.99968089   +0 37 45.8
 KV3944
 KV3944                          SUPERSEDED SURVEY CONTROL
 KV3944
 KV3944  NAD 83(1996)-  40 51 49.17427(N)    074 02 17.00139(W) AD(       ) 4
 KV3944  NAD 83(1996)-  40 51 49.17323(N)    074 02 17.00286(W) AD(       ) 4
 KV3944  NAD 83(1992)-  40 51 49.17089(N)    074 02 17.00332(W) AD(       ) 4
 KV3944  NAD 83(1986)-  40 51 49.17974(N)    074 02 17.00033(W) AD(       ) 4
 KV3944  NAD 27      -  40 51 48.81700(N)    074 02 18.50200(W) AD(       ) 3
 KV3944
 KV3944.Superseded values are not recommended for survey control.
 KV3944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3944.See file dsdata.txt to determine how the superseded data were derived.
 KV3944
 KV3944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8106824067(NAD 83)
 KV3944_MARKER: 90 = CHURCH SPIRE
 KV3944
 KV3944  HISTORY     - Date     Condition        Report By
 KV3944  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3944  HISTORY     - 19950820 GOOD             USPSQD
 KV3944
 KV3944                          STATION DESCRIPTION
 KV3944
 KV3944'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3944'THE SPIRE, W OF THE HACKENSACK RIVER, IN THE CITY OF HACKENSACK ON
 KV3944'THE E SIDE OF HUDSON STREET BETWEEN SCHMULTS PLACE AND HENRY
 KV3944'PLACE, ATOP THE ST. JOSEPHS ROMAN CATHOLIC CHURCH, RISING CENTRALLY
 KV3944'FROM A SQUARE, BROWN-SHINGLED TOWER CENTRALLY LOCATED AT THE W END
 KV3944'OF THIS BROWN-SHINGLED BUILDING.  IT IS A GRAY-SLATE,
 KV3944'PYRAMIDAL-ROOFED SPIRE.
 KV3944'
 KV3944'THE STATION IS THE BASE OF THE CROSS AT THE SPIRE-APEX,
 KV3944'APPROXIMATELY 60 FEET ABOVE GROUND.
 KV3944
 KV3944                          STATION RECOVERY (1995)
 KV3944
 KV3944'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3038 ***********************************************************************
 JU3038  DESIGNATION -  HADDON HEIGHTS EAST STANDPIPE
 JU3038  PID         -  JU3038
 JU3038  STATE/COUNTY-  NJ/CAMDEN
 JU3038  USGS QUAD   -  CAMDEN (1995)
 JU3038
 JU3038                         *CURRENT SURVEY CONTROL
 JU3038  ___________________________________________________________________
 JU3038* NAD 83(1996)-  39 53 13.92437(N)    075 02 58.94937(W)     ADJUSTED  
 JU3038* NAVD 88     -                                                        
 JU3038  ___________________________________________________________________
 JU3038  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 JU3038  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 JU3038
 JU3038  HORZ ORDER  -  THIRD
 JU3038
 JU3038.The horizontal coordinates were established by classical geodetic methods
 JU3038.and adjusted by the National Geodetic Survey in September 1999..
 JU3038
 JU3038
 JU3038.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3038
 JU3038.The geoid height was determined by GEOID03.
 JU3038
 JU3038;                    North         East     Units Scale Factor Converg.
 JU3038;SPC NJ       -   117,135.843   102,985.724   MT  0.99992720   -0 21 09.1
 JU3038;SPC NJ       -   384,303.18    337,879.00   sFT  0.99992720   -0 21 09.1
 JU3038;SPC PA S     -    65,029.572   830,933.056   MT  1.00000753   +1 45 07.0
 JU3038;SPC PA S     -   213,351.19  2,726,152.87   sFT  1.00000753   +1 45 07.0
 JU3038;UTM  18      - 4,415,238.961   495,749.953   MT  0.99960022   -0 01 54.8
 JU3038
 JU3038                          SUPERSEDED SURVEY CONTROL
 JU3038
 JU3038  NAD 83(1991)-  39 53 13.91890(N)    075 02 58.95213(W) AD(       ) 4
 JU3038  NAD 83(1986)-  39 53 13.91542(N)    075 02 58.95427(W) AD(       ) 4
 JU3038  NAD 27      -  39 53 13.51800(N)    075 03 00.31800(W) AD(       ) 3
 JU3038
 JU3038.Superseded values are not recommended for survey control.
 JU3038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3038.See file dsdata.txt to determine how the superseded data were derived.
 JU3038
 JU3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9575015239(NAD 83)
 JU3038_MARKER: 52 = STANDPIPE TANK
 JU3038
 JU3038  HISTORY     - Date     Condition        Report By
 JU3038  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3038  HISTORY     - 1946     GOOD             CGS
 JU3038  HISTORY     - 19941120 GOOD             USPSQD
 JU3038  HISTORY     - 19980211 GOOD             USPSQD
 JU3038
 JU3038                          STATION DESCRIPTION
 JU3038
 JU3038'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3038'THIS STATION IS THE FINIAL ON TOP OF THE LARGER AND MOST EASTERLY
 JU3038'OF TWO STANDPIPES OWNED BY THE NEW JERSEY WATER COMPANY.  THESE
 JU3038'STANDPIPES ARE ON A HIGH MOUND ABOUT 150 FEET S OF STATION
 JU3038'AVENUE AND 250 FEET E OF CREST AVENUE NEAR THE E BOUNDARY OF
 JU3038'HADDON HEIGHTS.  THE TWO STANDPIPES HAVE CONICAL RED TOPS WITH
 JU3038'FINIAL.  THEY ARE ABOUT 100 FEET HIGH.  THE LARGER ONE IS ABOUT
 JU3038'30 FEET IN DIAMETER AND THE SMALLER ONE IS ABOUT 10 FEET IN
 JU3038'DIAMETER.
 JU3038
 JU3038                          STATION RECOVERY (1946)
 JU3038
 JU3038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3038'STATION RECOVERED IN GOOD CONDITION, IN ORIGINAL POSITION.  1933
 JU3038'DESCRIPTION ADEQUATE.
 JU3038
 JU3038                          STATION RECOVERY (1994)
 JU3038
 JU3038'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU3038'RECOVERED IN GOOD CONDITION.
 JU3038
 JU3038                          STATION RECOVERY (1998)
 JU3038
 JU3038'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3043 ***********************************************************************
 JU3043  DESIGNATION -  HADDONFIELD STANDPIPE
 JU3043  PID         -  JU3043
 JU3043  STATE/COUNTY-  NJ/CAMDEN
 JU3043  USGS QUAD   -  CAMDEN (1995)
 JU3043
 JU3043                         *CURRENT SURVEY CONTROL
 JU3043  ___________________________________________________________________
 JU3043* NAD 83(1996)-  39 53 30.97800(N)    075 01 49.03538(W)     ADJUSTED  
 JU3043* NAVD 88     -                                                        
 JU3043  ___________________________________________________________________
 JU3043  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 JU3043  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 JU3043
 JU3043  HORZ ORDER  -  THIRD
 JU3043
 JU3043.The horizontal coordinates were established by classical geodetic methods
 JU3043.and adjusted by the National Geodetic Survey in September 1999..
 JU3043
 JU3043
 JU3043.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3043
 JU3043.The geoid height was determined by GEOID03.
 JU3043
 JU3043;                    North         East     Units Scale Factor Converg.
 JU3043;SPC NJ       -   117,651.729   104,649.814   MT  0.99992531   -0 20 24.4
 JU3043;SPC NJ       -   385,995.71    343,338.60   sFT  0.99992531   -0 20 24.4
 JU3043;SPC PA S     -    65,606.268   832,577.212   MT  1.00000673   +1 45 52.3
 JU3043;SPC PA S     -   215,243.23  2,731,547.07   sFT  1.00000673   +1 45 52.3
 JU3043;UTM  18      - 4,415,763.982   497,410.588   MT  0.99960008   -0 01 09.9
 JU3043
 JU3043                          SUPERSEDED SURVEY CONTROL
 JU3043
 JU3043  NAD 83(1991)-  39 53 30.97433(N)    075 01 49.03718(W) AD(       ) 4
 JU3043  NAD 83(1986)-  39 53 30.97145(N)    075 01 49.03902(W) AD(       ) 4
 JU3043  NAD 27      -  39 53 30.56100(N)    075 01 50.41300(W) AD(       ) 3
 JU3043
 JU3043.Superseded values are not recommended for survey control.
 JU3043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3043.See file dsdata.txt to determine how the superseded data were derived.
 JU3043
 JU3043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9741115764(NAD 83)
 JU3043_MARKER: 52 = STANDPIPE TANK
 JU3043
 JU3043  HISTORY     - Date     Condition        Report By
 JU3043  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3043  HISTORY     - 1946     GOOD             CGS
 JU3043  HISTORY     - 19941120 GOOD             USPSQD
 JU3043
 JU3043                          STATION DESCRIPTION
 JU3043
 JU3043'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3043'THIS STATION IS THE CENTER OF THE HADDONFIELD MUNICIPAL STANDPIPE
 JU3043'ABOUT 500 FEET W OF WALNUT STREET, 50 FEET N OF E COTTAGE AVENUE
 JU3043'BETWEEN RESIDENCES AT 203 AND 207 E COTTAGE AVENUE.  IT IS A
 JU3043'BLACK CYLINDRICAL STEEL STANDPIPE WITH A WHITE BAND AROUND
 JU3043'THE TOP.  THERE IS A PLATFORM AND FENCE AROUND THE TOP.  IT IS
 JU3043'ABOUT 25 FEET IN DIAMETER AND 115 FEET HIGH.
 JU3043
 JU3043                          STATION RECOVERY (1946)
 JU3043
 JU3043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3043'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE ORIGINAL
 JU3043'DESCRIPTION, EXCEPT THAT THE PLATFORM AND FENCE MENTIONED IN
 JU3043'THE DESCRIPTION HAVE BEEN REMOVED.
 JU3043
 JU3043                          STATION RECOVERY (1994)
 JU3043
 JU3043'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU3043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3558 ***********************************************************************
 KV3558  DESIGNATION -  HAINESBURGH
 KV3558  PID         -  KV3558
 KV3558  STATE/COUNTY-  NJ/WARREN
 KV3558  USGS QUAD   -  PORTLAND (1997)
 KV3558
 KV3558                         *CURRENT SURVEY CONTROL
 KV3558  ___________________________________________________________________
 KV3558* NAD 83(1996)-  40 56 38.58035(N)    075 03 16.42292(W)     ADJUSTED  
 KV3558* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 KV3558  ___________________________________________________________________
 KV3558  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 KV3558  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KV3558
 KV3558  HORZ ORDER  -  SECOND
 KV3558
 KV3558.The horizontal coordinates were established by classical geodetic methods
 KV3558.and adjusted by the National Geodetic Survey in September 1999..
 KV3558
 KV3558.The orthometric height was scaled from a topographic map.
 KV3558
 KV3558.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3558
 KV3558.The geoid height was determined by GEOID03.
 KV3558
 KV3558;                    North         East     Units Scale Factor Converg.
 KV3558;SPC NJ       -   234,482.846   103,306.963   MT  0.99992683   -0 21 48.3
 KV3558;SPC NJ       -   769,299.14    338,932.93   sFT  0.99992683   -0 21 48.3
 KV3558;SPC PA S     -   182,314.444   826,936.815   MT  0.99999652   +1 44 55.6
 KV3558;SPC PA S     -   598,143.31  2,713,041.87   sFT  0.99999652   +1 44 55.6
 KV3558;SPC PA N     -    89,862.980   826,934.108   MT  0.99999075   +1 46 59.3
 KV3558;SPC PA N     -   294,825.46  2,713,032.99   sFT  0.99999075   +1 46 59.3
 KV3558;UTM  18      - 4,532,547.555   495,407.381   MT  0.99960026   -0 02 08.7
 KV3558
 KV3558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3558!SPC NJ       -   0.99997325  x   0.99992683  =   0.99990008
 KV3558!SPC PA S     -   0.99997325  x   0.99999652  =   0.99996977
 KV3558!SPC PA N     -   0.99997325  x   0.99999075  =   0.99996400
 KV3558!UTM  18      -   0.99997325  x   0.99960026  =   0.99957352
 KV3558
 KV3558|---------------------------------------------------------------------|
 KV3558| PID    Reference Object                     Distance      Geod. Az  |
 KV3558|                                                           dddmmss.s |
 KV3558| CB3497 HAINESBURGH RM 1                     29.988 METERS 01003     |
 KV3558| CB3498 HAINESBURGH RM 2                     74.990 METERS 08023     |
 KV3558| KV3572 DELAWARE WATER GAP FOREST LOT       APPROX. 6.5 KM 2854059.7 |
 KV3558|---------------------------------------------------------------------|
 KV3558
 KV3558                          SUPERSEDED SURVEY CONTROL
 KV3558
 KV3558  NAD 83(1986)-  40 56 38.57906(N)    075 03 16.42439(W) AD(       ) 2
 KV3558  NAD 27      -  40 56 38.22700(N)    075 03 17.79100(W) AD(       ) 2
 KV3558
 KV3558.Superseded values are not recommended for survey control.
 KV3558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3558.See file dsdata.txt to determine how the superseded data were derived.
 KV3558
 KV3558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9540732548(NAD 83)
 KV3558_MARKER: DD = SURVEY DISK
 KV3558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3558_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV3558
 KV3558  HISTORY     - Date     Condition        Report By
 KV3558  HISTORY     - 1938     MONUMENTED       NJDCED
 KV3558  HISTORY     - 1958     MARK NOT FOUND   CGS
 KV3558
 KV3558                          STATION DESCRIPTION
 KV3558
 KV3558'DESCRIBED BY NJ CONS AND ECON DEV 1938
 KV3558'STATION IS LOCATED ABOUT 1/2 MILE SE OF HAINESBURGH.
 KV3558'
 KV3558'STATION MARK AND REFERENCE MARK NO.1 ARE STANDARD NEW JERSEY
 KV3558'DEPARTMENT OF CONSERVATION AND DEVELOPMENT BRONZE DISKS SET IN
 KV3558'6-INCH CYLINDRICAL CONCRETE MONUMENTS.
 KV3558'
 KV3558'STATION MARK IS 2 FEET BELOW GROUND.  IT IS STAMPED HAINESBURGH.
 KV3558'
 KV3558'REFERENCE MARK NO.1 IS SET FLUSH WITH THE GROUND IN THE HEDGE
 KV3558'ROW.  IT IS STAMPED R.M.1.
 KV3558'
 KV3558'REFERENCE MARK NO.2, A DISK SIMILAR TO NO.1, IS SET IN ROCK
 KV3558'OUTCROP.  IT IS STAMPED R.M.2.
 KV3558'
 KV3558'AZIMUTH MARK IS CENTER OF REVOLVING LIGHT OF AERO BEACON ATOP
 KV3558'PENNSYLVANIA SIDE OF DELAWARE WATER GAP.
 KV3558'
 KV3558'TO REACH THE STATION FROM THE HAINESBURGH RAILROAD STATION,
 KV3558'SET SPEEDOMETER TO 0.0 AND PROCEED S AND E, ALONG ROAD PASSING
 KV3558'UNDER DELAWARE, LACKAWANNA, AND WESTERN BRIDGE AT 0.20 MILE, TO
 KV3558'ROAD JUNCTION, TURN SHARP RIGHT UPHILL TO ANOTHER ROAD JUNCTION
 KV3558'AT 0.60, TAKE LEFT TURN AND GO SE APPROXIMATELY 500 FEET TO
 KV3558'OPENING IN FIELD ON LEFT SIDE OF ROAD.  WALK FROM HERE, FOLLOWING
 KV3558'ALONG THE E SIDE OF HEDGE ROW, 0.25 MILE INTO THE FIELD AND
 KV3558'LOOK FOR REFERENCE MARK NO.1, WHICH IS SET IN HEDGE ROW.
 KV3558
 KV3558                          STATION RECOVERY (1958)
 KV3558
 KV3558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 KV3558'THE HILL ON WHICH THE STATION IS LOCATED WAS VISITED AND THE
 KV3558'STATION WHICH IS ABOUT 2 FEET UNDERGROUND WAS SEARCHED FOR BUT
 KV3558'NOT FOUND.  THE FARMER WHO OWNS THE PROPERTY STATES THAT HE
 KV3558'DESTROYED REFERENCE MARK NO.2.  A LONG UNSUCCESSFUL SEARCH WAS
 KV3558'MADE FOR R.M. 1.
 KV3558'
 KV3558'THE ORIGINAL DESCRIPTION CAN HARDLY BE CALLED A DESCRIPTION AS
 KV3558'NO NATURAL OBJECTS WERE USED AS REFERENCE POINTS IN DESCRIBING
 KV3558'THE STATION AND REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6913 ***********************************************************************
 KV6913  DESIGNATION -  HAIT 2
 KV6913  PID         -  KV6913
 KV6913  STATE/COUNTY-  NJ/MORRIS
 KV6913  USGS QUAD   -  MORRISTOWN (1981)
 KV6913
 KV6913                         *CURRENT SURVEY CONTROL
 KV6913  ___________________________________________________________________
 KV6913* NAD 83(1996)-  40 48 34.78710(N)    074 23 32.12034(W)     ADJUSTED  
 KV6913* NAVD 88     -        72.9    (meters)     239.     (feet)  GPS OBS   
 KV6913  ___________________________________________________________________
 KV6913  X           -   1,300,712.073 (meters)                     COMP
 KV6913  Y           -  -4,656,197.258 (meters)                     COMP
 KV6913  Z           -   4,146,473.907 (meters)                     COMP
 KV6913  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 KV6913  ELLIP HEIGHT-          40.15  (meters)          (10/23/02) GPS OBS
 KV6913  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KV6913
 KV6913  HORZ ORDER  -  FIRST
 KV6913  ELLP ORDER  -  FOURTH    CLASS I
 KV6913
 KV6913.The horizontal coordinates were established by GPS observations
 KV6913.and adjusted by the National Geodetic Survey in May 1999..
 KV6913
 KV6913.The orthometric height was determined by GPS observations and a
 KV6913.high-resolution geoid model.
 KV6913
 KV6913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6913
 KV6913.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6913
 KV6913.The ellipsoidal height was determined by GPS observations
 KV6913.and is referenced to NAD 83.
 KV6913
 KV6913.The geoid height was determined by GEOID03.
 KV6913
 KV6913;                    North         East     Units Scale Factor Converg.
 KV6913;SPC NJ       -   219,417.956   159,090.210   MT  0.99990102   +0 04 13.5
 KV6913;SPC NJ       -   719,873.74    521,948.46   sFT  0.99990102   +0 04 13.5
 KV6913;UTM  18      - 4,517,805.883   551,259.125   MT  0.99963234   +0 23 49.9
 KV6913
 KV6913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6913!SPC NJ       -   0.99999370  x   0.99990102  =   0.99989472
 KV6913!UTM  18      -   0.99999370  x   0.99963234  =   0.99962604
 KV6913
 KV6913|---------------------------------------------------------------------|
 KV6913| PID    Reference Object                     Distance      Geod. Az  |
 KV6913|                                                           dddmmss.s |
 KV6913| KV4910 HAIT                                176.500 METERS 10502     |
 KV6913|---------------------------------------------------------------------|
 KV6913
 KV6913                          SUPERSEDED SURVEY CONTROL
 KV6913
 KV6913  ELLIP H (05/14/99)   40.18   (m)                       GP(       ) 4 1
 KV6913  NAD 83(1996)-  40 48 34.78668(N)    074 23 32.12068(W) AD(       ) 1
 KV6913  NAD 83(1986)-  40 48 34.78570(N)    074 23 32.12100(W) AD(       ) 1
 KV6913
 KV6913.Superseded values are not recommended for survey control.
 KV6913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6913.See file dsdata.txt to determine how the superseded data were derived.
 KV6913
 KV6913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5125917806(NAD 83)
 KV6913_MARKER: DD = SURVEY DISK
 KV6913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6913_SP_SET: CONCRETE POST
 KV6913_STAMPING: HAIT 2 1989
 KV6913_MARK LOGO: NJGS  
 KV6913_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6913+STABILITY: SURFACE MOTION
 KV6913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6913+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1993
 KV6913
 KV6913  HISTORY     - Date     Condition        Report By
 KV6913  HISTORY     - 1989     MONUMENTED       NJGS
 KV6913  HISTORY     - 19921125 GOOD             NJGS
 KV6913  HISTORY     - 19921125 GOOD             AMGEOD
 KV6913  HISTORY     - 19930414 GOOD
 KV6913
 KV6913                          STATION DESCRIPTION
 KV6913
 KV6913'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6913'THE STATION IS LOCATED IN EAST HANOVER TOWNSHIP ON THE GROUNDS OF THE
 KV6913'SANDOZ PHARMACEUTICAL CORPORATION, 59 ROUTE 10, EAST HANOVER, NEW
 KV6913'JERSEY 07936 1080.  PERMISSION TO OCCUPY THE STATION SHOULD BE
 KV6913'OBTAINED FROM MR. JERRY MC ALLISTER, PHONE  201 503 7500 OR MR.
 KV6913'ROBERT ACKERMAN, PHONE  201 503 6979, WHO WILL ARRANGE FOR AN ESCORT
 KV6913'TO THE STATION UPON ARRIVAL AT THE SECURITY HEADQUARTERS BUILDING. TO
 KV6913'REACH THE STATION FROM THE WHIPPANY FIRE DEPARTMENT IN WHIPPANY, GO
 KV6913'EAST ON STATE HIGHWAY 10 FOR 1.0 MI (1.61 KM) TO THE INTERSECTION
 KV6913'WITH RIDGEDALE AVENUE, COUNTY ROAD 632.  TURN RIGHT AND GO SOUTHWEST
 KV6913'ON RIDGEDALE AVENUE FOR 0.5 MI (0.80 KM) TO THE VISITORS ENTRANCE TO
 KV6913'THE SANDOZ PHARMACEUTICAL CORPORATION ON THE LEFT.  TURN LEFT AND GO
 KV6913'0.1 MI (0.16 KM) ON A PAVED ROAD TO A GUARD HOUSE AND THE SECURITY
 KV6913'HEADQUARTERS BUILDING BEYOND AND TO THE RIGHT.  IMMEDIATELY PAST THE
 KV6913'GUARD HOUSE, TURN SHARP LEFT AND GO NORTHEAST ON A PAVED ROAD FOR
 KV6913'0.05 MI (0.08 KM) TO A TEE JUNCTION WITH ANOTHER PAVED ROAD ON THE
 KV6913'LEFT, LEADING TO BUILDING NUMBERS 401 TO 405.  TURN LEFT AND GO
 KV6913'NORTHWEST THEN NORTHEAST ON A PVED ROAD, WHICH PARALLES RIDGEDALE
 KV6913'AVENUE, FOR 0.35 MI (0.56 KM) TO AN ENTRANCE TO A PARKING LOT ON THE
 KV6913'RIGHT.  TURN RIGHT AND THEN SHARP RIGHT AND GO SOUTHWEST ALONG THE
 KV6913'PARKING LOT FOR 0.1 MI (0.16 KM) TO THE STATION ON THE RIGHT, SET
 KV6913'ABOUT 0.03 M (0.10 FT) BELOW THE GROUND ON A STEEP LANDSCAPED GRASS
 KV6913'SLOPE EMBANKMENT, OPPOSITE BUILDING NUMBER 405, A FOUR STORY CONCRETE
 KV6913'AND GLASS STRUCTURE.  THE STATION IS 4.2 FT (1.28 M) NORTHWEST FROM
 KV6913'THE WEST STONE CURB OF THE PARKING LOT, 40.5 FT (12.34 M) NORTHEAST
 KV6913'FROM A MANHOLE SET FLUSH IN THE LANDSCAPED EMBANKMENT, 24.2 FT
 KV6913'(7.38 M) SOUTH FROM A 20 FT (6.10 M) TALL TREE WITH GUTY WIRE
 KV6913'ATTACHMENTS, 88.0 FT (26.82 M) NORTHEAST FROM A 1.5 FT (0.46 M)
 KV6913'DIAMENTER PINE TREE ADJACENT TO AN ORANGE CARSONITE WITNESS POST AND
 KV6913'1.2 FT (0.37 M) EAST FROM AN ORANGE CARSONITE WITNESS POST.
 KV6913
 KV6913                          STATION RECOVERY (1992)
 KV6913
 KV6913'RECOVERY NOTE BY AMERICAN GEODETIC SURVEY 1992
 KV6913'THE STATION IS LOCATED IN EAST HANOVER TOWNSHIP ON THE GROUNDS OF THE
 KV6913'SANDOZ PHARMACEUTICAL CORPORATION, 59 ROUTE 10, EAST HANOVER, NEW
 KV6913'JERSEY 07936 1080.  PERMISSION TO OCCUPY THE STATION SHOULD BE
 KV6913'OBTAINED FROM MR. JERRY MC ALLISTER, PHONE  201 503 7500 OR MR.
 KV6913'ROBERT ACKERMAN, PHONE  201 503 6979, WHO WILL ARRANGE FOR AN ESCORT
 KV6913'TO THE STATION UPON ARRIVAL AT THE SECURITY HEADQUARTERS BUILDING. TO
 KV6913'REACH THE STATION FROM THE WHIPPANY FIRE DEPARTMENT IN WHIPPANY, GO
 KV6913'EAST ON STATE HIGHWAY 10 FOR 1.0 MI (1.6 KM) TO THE INTERSECTION WITH
 KV6913'RIDGEDALE AVENUE, COUNTY ROAD 632.  TURN RIGHT AND GO SOUTHWEST ON
 KV6913'RIDGEDALE AVENUE FOR 0.5 MI (0.8 KM) TO THE VISITORS ENTRANCE TO THE
 KV6913'SANDOZ PHARMACEUTICAL CORPORATION ON THE LEFT.  TURN LEFT AND GO 0.1
 KV6913'MI (0.2 KM) ON A PAVED ROAD TO A GUARD HOUSE AND THE SECURITY
 KV6913'HEADQUARTERS BUILDING BEYOND AND TO THE RIGHT.  IMMEDIATELY PAST THE
 KV6913'GUARD HOUSE, TURN SHARP LEFT AND GO NORTHEAST ON A PAVED ROAD FOR
 KV6913'0.05 MI (0.08 KM) TO A TEE JUNCTION WITH ANOTHER PAVED ROAD ON THE
 KV6913'LEFT, LEADING TO BUILDING NUMBERS 401 TO 405.  TURN LEFT AND GO
 KV6913'NORTHWEST THEN NORTHEAST ON A PVED ROAD, WHICH PARALLES RIDGEDALE
 KV6913'AVENUE, FOR 0.35 MI (0.56 KM) TO AN ENTRANCE TO A PARKING LOT ON THE
 KV6913'RIGHT.  TURN RIGHT AND THEN SHARP RIGHT AND GO SOUTHWEST ALONG THE
 KV6913'PARKING LOT FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT, SET
 KV6913'ABOUT 0.03 M (0.10 FT) BELOW THE GROUND ON A STEEP LANDSCAPED GRASS
 KV6913'SLOPE EMBANKMENT, OPPOSITE BUILDING NUMBER 405, A FOUR STORY CONCRETE
 KV6913'AND GLASS STRUCTURE.  THE STATION IS 4.2 FT (1.3 M) NORTHWEST FROM
 KV6913'THE WEST STONE CURB OF THE PARKING LOT, 40.5 FT (12.3 M) NORTHEAST
 KV6913'FROM A MANHOLE SET FLUSH IN THE LANDSCAPED EMBANKMENT, 24.2 FT
 KV6913'(7.4 M) SOUTH FROM A 20 FT (6.1 M) TALL TREE WITH GUTY WIRE
 KV6913'ATTACHMENTS, 88.0 FT (26.8 M) NORTHEAST FROM A 1.5 FT (0.5 M)
 KV6913'DIAMENTER PINE TREE ADJACENT TO AN ORANGE CARSONITE WITNESS POST AND
 KV6913'1.2 FT (0.4 M) EAST FROM AN ORANGE CARSONITE WITNESS POST.
 KV6913
 KV6913                          STATION RECOVERY (1993)
 KV6913
 KV6913'RECOVERED 1993
 KV6913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4567 ***********************************************************************
 KV4567  DESIGNATION -  HALE
 KV4567  PID         -  KV4567
 KV4567  STATE/COUNTY-  NJ/MIDDLESEX
 KV4567  USGS QUAD   -  ARTHUR KILL (1981)
 KV4567
 KV4567                         *CURRENT SURVEY CONTROL
 KV4567  ___________________________________________________________________
 KV4567* NAD 83(1996)-  40 35 05.72502(N)    074 13 19.79837(W)     ADJUSTED  
 KV4567* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 KV4567  ___________________________________________________________________
 KV4567  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 KV4567  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV4567
 KV4567  HORZ ORDER  -  FIRST
 KV4567
 KV4567.The horizontal coordinates were established by classical geodetic methods
 KV4567.and adjusted by the National Geodetic Survey in September 1999..
 KV4567
 KV4567.The orthometric height was scaled from a topographic map.
 KV4567
 KV4567.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4567
 KV4567.The geoid height was determined by GEOID03.
 KV4567
 KV4567;                    North         East     Units Scale Factor Converg.
 KV4567;SPC NJ       -   194,495.082   173,519.287   MT  0.99990681   +0 10 50.7
 KV4567;SPC NJ       -   638,105.95    569,287.86   sFT  0.99990681   +0 10 50.7
 KV4567;SPC NY L     -    46,469.329   281,191.151   MT  1.00000555   -0 08 43.1
 KV4567;SPC NY L     -   152,458.12    922,541.30   sFT  1.00000555   -0 08 43.1
 KV4567;UTM  18      - 4,492,972.008   565,825.987   MT  0.99965333   +0 30 21.8
 KV4567
 KV4567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4567!SPC NJ       -   1.00000357  x   0.99990681  =   0.99991038
 KV4567!SPC NY L     -   1.00000357  x   1.00000555  =   1.00000912
 KV4567!UTM  18      -   1.00000357  x   0.99965333  =   0.99965690
 KV4567
 KV4567:                Primary Azimuth Mark                     Grid Az
 KV4567:SPC NJ       -  BAYWAY SIMMONS CO TALL CHIMNEY           003 43 12.9
 KV4567:SPC NY L     -  BAYWAY SIMMONS CO TALL CHIMNEY           004 02 46.7
 KV4567:UTM  18      -  BAYWAY SIMMONS CO TALL CHIMNEY           003 23 41.8
 KV4567
 KV4567|---------------------------------------------------------------------|
 KV4567| PID    Reference Object                     Distance      Geod. Az  |
 KV4567|                                                           dddmmss.s |
 KV4567| KV4667 BAYWAY SIMMONS CO TALL CHIMNEY      APPROX. 6.1 KM 0035403.6 |
 KV4567| KV4661 ARTHUR KILL STAN OIL STKY CHIM      APPROX. 5.2 KM 0083605.6 |
 KV4567| KV4556 ARTHUR KILL AMER CYANIMID TANK      APPROX. 1.9 KM 0461035.7 |
 KV4567| KV4566 CARTERET VA CAR CHEM CO TANK        APPROX. 1.0 KM 0571245.9 |
 KV4567| KV4643 TRAVIS ST ANTHONYS CATH CHURCH      APPROX. 2.9 KM 0724329.9 |
 KV4567| KV4633 TRAVIS S WILD LINOLEUM CO CHIM      APPROX. 1.9 KM 0871930.3 |
 KV4567| KV4570 CARTERET WARNER CHEMICAL STACK      APPROX. 0.8 KM 1053700.3 |
 KV4567| KV0307 BERQUIST                            APPROX. 5.0 KM 1455217.1 |
 KV4567| KV4574 CARTERET AMER AGRI CHEM CHIM        APPROX. 1.2 KM 1512353.7 |
 KV4567| KV4632 ROSSVILLE WBBR S RADIO MAST         APPROX. 4.8 KM 1585114.4 |
 KV4567| KV4576 CARTERET AMER AGRI CHEM STACK       APPROX. 1.4 KM 1595918.6 |
 KV4567| KV4580 CARTERET US METAL REFIN S CHIM      APPROX. 2.4 KM 1715543.4 |
 KV4567| KV4626 PLEASANT PLAINS ST LOUIS ACAD       APPROX. 6.4 KM 1740653.1 |
 KV4567| KV4573 CARTERET MAGYAR REFORMED CH         APPROX. 0.9 KM 1805639.7 |
 KV4567| KV4617 ARTHUR KILL OAKLAND CHEM CHIM       APPROX. 3.3 KM 1871947.6 |
 KV4567| CB5988 HALE RM 2                             5.990 METERS 19549     |
 KV4567| CB5989 HALE RM 3                            29.210 METERS 21412     |
 KV4567| CB5987 HALE RM 1                             5.033 METERS 29730     |
 KV4567| KV4823 LINDEN VOGEL AUTO SPRINK TANK       APPROX. 5.2 KM 3184411.6 |
 KV4567|---------------------------------------------------------------------|
 KV4567
 KV4567                          SUPERSEDED SURVEY CONTROL
 KV4567
 KV4567  NAD 83(1996)-  40 35 05.72505(N)    074 13 19.79852(W) AD(       ) 1
 KV4567  NAD 83(1986)-  40 35 05.72532(N)    074 13 19.79469(W) AD(       ) 1
 KV4567  NAD 27      -  40 35 05.35300(N)    074 13 21.27400(W) AD(       ) 1
 KV4567
 KV4567.Superseded values are not recommended for survey control.
 KV4567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4567.See file dsdata.txt to determine how the superseded data were derived.
 KV4567
 KV4567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6582692972(NAD 83)
 KV4567_MARKER: DS = TRIANGULATION STATION DISK
 KV4567_SETTING: 0 = UNSPECIFIED SETTING
 KV4567
 KV4567  HISTORY     - Date     Condition        Report By
 KV4567  HISTORY     - 1931     MONUMENTED       CGS
 KV4567  HISTORY     - 1933     GOOD             CGS
 KV4567  HISTORY     - 1974     GOOD             NGS
 KV4567
 KV4567                          STATION DESCRIPTION
 KV4567
 KV4567'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4567'THIS STATION IS W OF ARTHUR KILL, IN CARTARET, ATOP THE
 KV4567'NATHAN HALE SCHOOL ON THE E SIDE OF HAYWARD AVENUE BETWEEN
 KV4567'ROOSEVELT AND LINCOLN AVENUES.  IT IS LOCATED ON THE E
 KV4567'ROOF-PARAPET NEAR THE NE CORNER OF THE BUILDING.
 KV4567'
 KV4567'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK STAMPED
 KV4567'HALE-1931 CEMENTED IN A DRILL HOLE AND SET FLUSH IN TOP OF THE
 KV4567'INWARD-SLOPING, TERRA-COTTA PARAPET-COPING.
 KV4567'
 KV4567'THREE STANDARD C. AND G.S. BRONZE DISK REFERENCE MARKS WERE
 KV4567'SIMILARLY PLACED.  ONE STAMPED NO.1-1931 ATOP THE N
 KV4567'PARAPET.  ONE STAMPED NO.2-1931 TO THE SOUTHWARD ATOP THE E
 KV4567'PARAPET.  ONE STAMPED NO.3-1931 ATOP THE S PARAPET.  ADDITIONAL
 KV4567'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4567'
 KV4567'NORMAL TO N VERTICAL EDGE OF PARAPET COPING 1.177 METERS.
 KV4567'
 KV4567'NORMAL TO E VERTICAL EDGE OF PARAPET COPING 0.125 METER.
 KV4567'
 KV4567'NORMAL TO W VERTICAL EDGE OF PARAPET COPING 0.158 METER.
 KV4567'
 KV4567'THERE IS EXCELLENT FOOTING FOR SET-UPS, SANS TRIPOD, ATOP
 KV4567'THE PARAPET.  THE WOODEN ROOF IS TOO UNSTABLE FOR TRIPOD USAGE.
 KV4567
 KV4567                          STATION RECOVERY (1933)
 KV4567
 KV4567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 KV4567'RECOVERED IN GOOD CONDITION, AS ORIGINALLY DESCRIBED, WITH THE
 KV4567'FOLLOWING EXCEPTIONS--THE THREE REFERENCE MARKS ARE STAMPED
 KV4567'NO.1, NO.2, AND NO.3 WITHOUT DATE.
 KV4567
 KV4567                          STATION RECOVERY (1974)
 KV4567
 KV4567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KV4567'THE STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED AND
 KV4567'FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND TO HAVE
 KV4567'BEEN LOOSENED IN THE DRILL HOLE WHICH IT WAS SET IN.  THE
 KV4567'REFERENCE MARK WAS RETURNED TO THE HOLE AND SECURED FIRMLY.  THE
 KV4567'STATION MARK IS ATOP A 4 FOOT HIGH PARPET WALL AND THERE
 KV4567'IS ABOUT A 40 FOOT DROP ON THE SOUTH SIDE THEREFORE IT WAS NOT
 KV4567'POSSIBLE TO OCCUPY THE POINT AT THIS DATE TO VARIFY THE
 KV4567'POSITION OF THE REFERENCE MARK.  THE DISTANCE TO THE REFERENCE
 KV4567'MARK WAS CHECKED AND FOUND TO BE WITHIN CLOSE AGREEMENT WITH
 KV4567'THE OLD MEASURED DISTANCE.  THE LOCATION OF THE STATION IS
 KV4567'THE SAME AS DESCRIBED PREVIOUSLY.
 KV4567'
 KV4567'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV4567'IN CARTERET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2622 ***********************************************************************
 JU2622  DESIGNATION -  HALSEY
 JU2622  PID         -  JU2622
 JU2622  STATE/COUNTY-  NJ/OCEAN
 JU2622  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU2622
 JU2622                         *CURRENT SURVEY CONTROL
 JU2622  ___________________________________________________________________
 JU2622* NAD 83(1996)-  39 50 43.93011(N)    074 05 20.06219(W)     ADJUSTED  
 JU2622* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 JU2622  ___________________________________________________________________
 JU2622  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 JU2622  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JU2622
 JU2622  HORZ ORDER  -  THIRD
 JU2622
 JU2622.The horizontal coordinates were established by classical geodetic methods
 JU2622.and adjusted by the National Geodetic Survey in September 1999..
 JU2622
 JU2622.The orthometric height was scaled from a topographic map.
 JU2622
 JU2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2622
 JU2622.The geoid height was determined by GEOID03.
 JU2622
 JU2622;                    North         East     Units Scale Factor Converg.
 JU2622;SPC NJ       -   112,446.380   185,180.395   MT  0.99991523   +0 15 48.2
 JU2622;SPC NJ       -   368,917.83    607,546.01   sFT  0.99991523   +0 15 48.2
 JU2622;UTM  18      - 4,411,010.565   577,946.242   MT  0.99967480   +0 35 01.6
 JU2622
 JU2622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2622!SPC NJ       -   1.00000479  x   0.99991523  =   0.99992002
 JU2622!UTM  18      -   1.00000479  x   0.99967480  =   0.99967959
 JU2622
 JU2622:                Primary Azimuth Mark                     Grid Az
 JU2622:SPC NJ       -  DUDLEY                                   006 27 36.2
 JU2622:UTM  18      -  DUDLEY                                   006 08 22.8
 JU2622
 JU2622|---------------------------------------------------------------------|
 JU2622| PID    Reference Object                     Distance      Geod. Az  |
 JU2622|                                                           dddmmss.s |
 JU2622| JU2619 DUDLEY                              APPROX. 2.1 KM 0064324.4 |
 JU2622| JU2620 CEDAR CREEK CG STATION              APPROX. 0.7 KM 0111822.7 |
 JU2622| CB2042 HALSEY RM 2                          22.860 METERS 19722     |
 JU2622| CB2041 HALSEY RM 1                          47.410 METERS 27757     |
 JU2622|---------------------------------------------------------------------|
 JU2622
 JU2622                          SUPERSEDED SURVEY CONTROL
 JU2622
 JU2622  NAD 83(1986)-  39 50 43.92368(N)    074 05 20.05570(W) AD(       ) 3
 JU2622  NAD 27      -  39 50 43.49000(N)    074 05 21.56400(W) AD(       ) 3
 JU2622
 JU2622.Superseded values are not recommended for survey control.
 JU2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2622.See file dsdata.txt to determine how the superseded data were derived.
 JU2622
 JU2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7794611011(NAD 83)
 JU2622_MARKER: DS = TRIANGULATION STATION DISK
 JU2622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2622_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU2622
 JU2622  HISTORY     - Date     Condition        Report By
 JU2622  HISTORY     - 1926     MONUMENTED       CGS
 JU2622  HISTORY     - 1929     MARK NOT FOUND   CGS
 JU2622  HISTORY     - 1962     MARK NOT FOUND   CGS
 JU2622  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU2622
 JU2622                          STATION DESCRIPTION
 JU2622
 JU2622'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (WHB)
 JU2622'STATION IS ON ISLAND BEACH ABOUT 6 MILES N OF BARNEGAT LIGHT
 JU2622'HOUSE, 5 MILES S OF THE SEASIDE PARK, PENNSYLVANIA RAILROAD
 JU2622'PASSENGER STATION, 1/2 MILE S OF THE CEDAR CREEK COAST GUARD
 JU2622'STATION, 500 FEET NE OF A SMALL COVE OF THE BAY, AND 850 FEET W
 JU2622'OF THE OCEAN HIGH-WATER LINE ON A HEATHER-COVERED SAND DUNE
 JU2622'RUNNING NORMAL TO THE BEACH.  THE CONCRETE CYLINDER HOLDING THE
 JU2622'SURFACE MARK PROJECTS ABOUT 10 INCHES ABOVE THE SURFACE OF THE
 JU2622'GROUND.  A 3/4-INCH GALVANIZED-IRON PIPE WAS DRIVEN INTO THE
 JU2622'SAND ALONGSIDE THE STATION AND LEFT PROJECTING 18 INCHES ABOVE
 JU2622'THE SURFACE OF THE GROUND.
 JU2622'
 JU2622'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2622'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A, AND 11B.
 JU2622'
 JU2622'REFERENCE MARK NO.1 IS ON THE EASTERN END OF THE SAME DUNE ABOUT
 JU2622'3 FEET W OF A SMALL WILD CHERRY TREE.  REFERENCE MARK NO.2 IS ON
 JU2622'THE SOUTHERN SLOPE OF THE DUNE IN THE EDGE OF THE BRUSH.  BOTH
 JU2622'REFERENCE MARKS PROJECT ABOUT 4 INCHES ABOVE THE SURFACE OF
 JU2622'THE GROUND.
 JU2622
 JU2622                          STATION RECOVERY (1929)
 JU2622
 JU2622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (ERM)
 JU2622'STATION WAS DUG UP BY ROAD CONSTRUCTION.  ONE REFERENCE MARK WAS
 JU2622'FOUND WITH TABLET GONE.  A LOCAL ENGINEER, MR. AYERS, WHO IS
 JU2622'ASSOCIATED WITH THE FIRM OF HALSEY AND AYERS TOLD ME THAT HE HAD
 JU2622'RESET THIS MARK UNDER THE ROADBED BY INTERSECTING MEASUREMENTS
 JU2622'FROM REFERENCE STAKES.  THE ROADWAY IS NOW ABOUT 15 FEET LOWER
 JU2622'THAN THE DUNE, WHERE THE ORIGINAL STATION MARK WAS SET.  I DO
 JU2622'NOT BELIEVE SUFFICIENT CARE IN RESETTING THIS MARK TO JUSTIFY
 JU2622'ACCEPTING IT.  I THEREFORE, RECOMMEND THAT IT BE CONSIDERED
 JU2622'LOST.
 JU2622
 JU2622                          STATION RECOVERY (1962)
 JU2622
 JU2622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2622'NOT RECOVERED.  NONE OF THE MARKS WERE FOUND.
 JU2622
 JU2622                          STATION RECOVERY (1984)
 JU2622
 JU2622'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 JU2622'STATION NOT RECOVERED.
 JU2622'
 JU2622'BELIEVED TO BE DUG UP BY ROAD CONSTRUCTION MANY YEARS AGO.
 JU2622'
 JU2622'RM 1 AND RM 2 NOT RECOVERED.
 JU2622'
 JU2622'BOTH REFERENCE MARKS 1 AND 2 ARE IN AREA OF SHIFTING SAND NEITHER ONE
 JU2622'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH4392 ***********************************************************************
 DH4392  DESIGNATION -  HAMBONE
 DH4392  PID         -  DH4392
 DH4392  STATE/COUNTY-  NJ/MERCER
 DH4392  USGS QUAD   -  TRENTON EAST (1981)
 DH4392
 DH4392                         *CURRENT SURVEY CONTROL
 DH4392  ___________________________________________________________________
 DH4392* NAD 83(1996)-  40 12 20.23296(N)    074 38 05.62163(W)     ADJUSTED  
 DH4392* NAVD 88     -        28.2    (meters)      93.     (feet)  GPS OBS   
 DH4392  ___________________________________________________________________
 DH4392  X           -   1,292,517.523 (meters)                     COMP
 DH4392  Y           -  -4,703,642.553 (meters)                     COMP
 DH4392  Z           -   4,095,446.081 (meters)                     COMP
 DH4392  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 DH4392  ELLIP HEIGHT-          -4.60  (meters)          (06/06/05) GPS OBS
 DH4392  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 DH4392
 DH4392  HORZ ORDER  -  B
 DH4392  ELLP ORDER  -  THIRD     CLASS I
 DH4392
 DH4392.The horizontal coordinates were established by GPS observations
 DH4392.and adjusted by the NEW JERSEY GEODETIC SURVEY in June 2005..
 DH4392
 DH4392.The orthometric height was determined by GPS observations and a
 DH4392.high-resolution geoid model.
 DH4392
 DH4392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4392
 DH4392.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4392
 DH4392.The ellipsoidal height was determined by GPS observations
 DH4392.and is referenced to NAD 83.
 DH4392
 DH4392.The geoid height was determined by GEOID03.
 DH4392
 DH4392;                    North         East     Units Scale Factor Converg.
 DH4392;SPC NJ       -   152,352.228   138,516.577   MT  0.99990162   -0 05 13.5
 DH4392;SPC NJ       -   499,842.27    454,449.80   sFT  0.99990162   -0 05 13.5
 DH4392;UTM  18      - 4,450,643.371   531,071.617   MT  0.99961188   +0 14 08.5
 DH4392
 DH4392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4392!SPC NJ       -   1.00000072  x   0.99990162  =   0.99990234
 DH4392!UTM  18      -   1.00000072  x   0.99961188  =   0.99961260
 DH4392
 DH4392                          SUPERSEDED SURVEY CONTROL
 DH4392
 DH4392.No superseded survey control is available for this station.
 DH4392
 DH4392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3107250643(NAD 83)
 DH4392_MARKER: I = METAL ROD
 DH4392_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH4392_STAMPING: HAMBONE 2004
 DH4392_MARK LOGO: NGS   
 DH4392_PROJECTION: RECESSED 20 CENTIMETERS
 DH4392_MAGNETIC: I = MARKER IS A STEEL ROD
 DH4392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4392+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2004
 DH4392_ROD/PIPE-DEPTH:  5.5 meters
 DH4392_SLEEVE-DEPTH  : 0.92 meters
 DH4392
 DH4392  HISTORY     - Date     Condition        Report By
 DH4392  HISTORY     - 20041213 MONUMENTED       NJGS
 DH4392
 DH4392                          STATION DESCRIPTION
 DH4392
 DH4392'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2004 (FAC)
 DH4392'THE STATION IS LOCATED IN HAMILTON TOWNSHIP ON THE SOUTHWEST SIDE OF
 DH4392'KUSER ROAD,  ON THE GROUNDS OF A MAINTENANCE FACILITY FOR THE NEW
 DH4392'JERSEY DEPARTMENT OF  TRANSPORTATION.
 DH4392' 
 DH4392'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 130 AND KUSER
 DH4392'ROAD, GO  NORTHWEST ON KUSER ROAD FOR 0.25 MILE TO THE ENTRANCE DRIVE
 DH4392'LEADING TO THE  MAINTENANCE FACILITY ON THE LEFT.  TURN LEFT INTO THE
 DH4392'DRIVE, TURN SHARP LEFT AND GO EAST  SOUTHEAST ABOUT 34 M TO THE
 DH4392'STATION AHEAD, SET FLUSH WITH THE GROUND IN THE TOP OF A  LANDSCAPED
 DH4392'GRASS BERM IN FRONT OF THE PARKING LOT FOR THE MAINTENANCE FACILITY.
 DH4392' 
 DH4392'THE STATION IS 7.8 M SOUTHWEST AND NORMAL TO A 6 FT HIGH CHAIN LINK
 DH4392'FENCE TOPPED WITH  BARBED WIRE SURROUNDING THE MAINTENANCE FACILITY,
 DH4392'26.9 M WEST FROM A WOOD UTILITY POLE   AT THE NORTHEAST EDGE OF THE
 DH4392'MAINTENANCE FACILITY PROPERTY, 32.2 M EAST FROM A FIRE  HYDRANT, 34.4
 DH4392'M EAST SOUTHEAST FROM THE CENTER OF THE ENTRANCE DRIVE LEADING INTO
 DH4392'THE  MAINTENANCE FACILITY AND 17.5 M NORTHEAST FROM AN ALUMINUM LIGHT
 DH4392'POLE AT THE  NORTHEAST EDGE OF THE PARKING LOT, 0.5 M SOUTH OF A METAL
 DH4392'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2618 ***********************************************************************
 LY2618  DESIGNATION -  HAMBURGH 1882
 LY2618  PID         -  LY2618
 LY2618  STATE/COUNTY-  NJ/SUSSEX
 LY2618  USGS QUAD   -  HAMBURG (1976)
 LY2618
 LY2618                         *CURRENT SURVEY CONTROL
 LY2618  ___________________________________________________________________
 LY2618* NAD 83(1996)-  41 08 53.38038(N)    074 31 48.37714(W)     ADJUSTED  
 LY2618* NAVD 88     -       435.5    (meters)    1429.     (feet)  GPS OBS   
 LY2618  ___________________________________________________________________
 LY2618  X           -   1,283,003.341 (meters)                     COMP
 LY2618  Y           -  -4,635,817.870 (meters)                     COMP
 LY2618  Z           -   4,175,092.548 (meters)                     COMP
 LY2618  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 LY2618  ELLIP HEIGHT-         403.12  (meters)          (10/23/02) GPS OBS
 LY2618  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 LY2618
 LY2618  HORZ ORDER  -  FIRST
 LY2618  ELLP ORDER  -  FOURTH    CLASS I
 LY2618
 LY2618.The horizontal coordinates were established by GPS observations
 LY2618.and adjusted by the National Geodetic Survey in May 1999..
 LY2618
 LY2618.The orthometric height was determined by GPS observations and a
 LY2618.high-resolution geoid model.
 LY2618
 LY2618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2618
 LY2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2618
 LY2618.The ellipsoidal height was determined by GPS observations
 LY2618.and is referenced to NAD 83.
 LY2618
 LY2618.The geoid height was determined by GEOID03.
 LY2618
 LY2618;                    North         East     Units Scale Factor Converg.
 LY2618;SPC NJ       -   257,000.450   147,473.063   MT  0.99990008   -0 01 11.3
 LY2618;SPC NJ       -   843,175.64    483,834.54   sFT  0.99990008   -0 01 11.3
 LY2618;SPC PA S     -   206,445.997   870,248.121   MT  1.00003357   +2 05 20.6
 LY2618;SPC PA S     -   677,314.91  2,855,139.04   sFT  1.00003357   +2 05 20.6
 LY2618;SPC PA N     -   114,022.159   870,227.978   MT  0.99996782   +2 07 48.3
 LY2618;SPC PA N     -   374,087.70  2,855,072.96   sFT  0.99996782   +2 07 48.3
 LY2618;UTM  18      - 4,555,310.968   539,430.342   MT  0.99961913   +0 18 33.1
 LY2618
 LY2618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2618!SPC NJ       -   0.99993677  x   0.99990008  =   0.99983686
 LY2618!SPC PA S     -   0.99993677  x   1.00003357  =   0.99997034
 LY2618!SPC PA N     -   0.99993677  x   0.99996782  =   0.99990459
 LY2618!UTM  18      -   0.99993677  x   0.99961913  =   0.99955593
 LY2618
 LY2618:                Primary Azimuth Mark                     Grid Az
 LY2618:SPC NJ       -  HIGH POINT RESET                         330 11 36.5
 LY2618:SPC PA S     -  HIGH POINT RESET                         328 05 04.6
 LY2618:SPC PA N     -  HIGH POINT RESET                         328 02 36.9
 LY2618:UTM  18      -  HIGH POINT RESET                         329 51 52.1
 LY2618
 LY2618|---------------------------------------------------------------------|
 LY2618| PID    Reference Object                     Distance      Geod. Az  |
 LY2618|                                                           dddmmss.s |
 LY2618| LY2606 HIGH POINT RESET                    APPROX.22.1 KM 3301025.2 |
 LY2618|---------------------------------------------------------------------|
 LY2618
 LY2618                          SUPERSEDED SURVEY CONTROL
 LY2618
 LY2618  ELLIP H (05/14/99)  403.13   (m)                       GP(       ) 4 1
 LY2618  NAD 83(1996)-  41 08 53.38020(N)    074 31 48.37737(W) AD(       ) 1
 LY2618  NAD 83(1986)-  41 08 53.38025(N)    074 31 48.37845(W) AD(       ) 1
 LY2618  NAD 83(1986)-  41 08 53.38150(N)    074 31 48.37744(W) AD(       ) 1
 LY2618  NAD 83(1986)-  41 08 53.37733(N)    074 31 48.37473(W) AD(       ) 1
 LY2618  NAD 27      -  41 08 53.03000(N)    074 31 49.80900(W) AD(       ) 1
 LY2618
 LY2618.Superseded values are not recommended for survey control.
 LY2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2618.See file dsdata.txt to determine how the superseded data were derived.
 LY2618
 LY2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3943055311(NAD 83)
 LY2618_MARKER: DS = TRIANGULATION STATION DISK
 LY2618_SETTING: 66 = SET IN ROCK OUTCROP
 LY2618_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LY2618_STAMPING: HAMBURGH 1882 1936
 LY2618_MARK LOGO: CGS   
 LY2618_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2618+STABILITY: POSITION/ELEVATION WELL
 LY2618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2618+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2006
 LY2618
 LY2618  HISTORY     - Date     Condition        Report By
 LY2618  HISTORY     - 1882     MONUMENTED       CGS
 LY2618  HISTORY     - 1908     SEE DESCRIPTION  CGS
 LY2618  HISTORY     - 1936     GOOD             NJGS
 LY2618  HISTORY     - 1936     SEE DESCRIPTION  NJGS
 LY2618  HISTORY     - 19910405 GOOD             NJGS
 LY2618  HISTORY     - 19920917 GOOD
 LY2618  HISTORY     - 19930916 GOOD             NJGS
 LY2618  HISTORY     - 20060722 GOOD             GEOCAC
 LY2618
 LY2618                          STATION DESCRIPTION
 LY2618
 LY2618'DESCRIBED BY COAST AND GEODETIC SURVEY 1908
 LY2618'STATION IS ON ONE OF THE HIGH ELEVATIONS (1,438 FEET) OF THE
 LY2618'HAMBURGH MOUNTAINS, ABOUT 2-3/4 MILES E BY S FROM THE TOWN OF
 LY2618'HAMBURGH, AND ABOUT 1/4 MILE SW BY S FROM THE OUTLET OF SAND
 LY2618'POND.  THE STATION IS ALSO ABOUT A MILE E BY S FROM RUDEVILLE AND
 LY2618'A SHORT DISTANCE SW OF THE BOUNDARY LINE BETWEEN HARDYSTON AND
 LY2618'VERNON TOWNSHIPS.  THE STATION IS MARKED BY A COPPER BOLT SET IN
 LY2618'THE ROCK, AND WITH LETTERS G.S. OF N.J. CUT NEAR BY.  IN 1908 THE
 LY2618'COPPER BOLT WAS GONE BUT THE DRILLED HOLE FROM WHICH IT HAD
 LY2618'BEEN REMOVED WAS PLAINLY VISIBLE.  THREE REFERENCE MARKS ARE
 LY2618'PLACED AS FOLLOWS--NO.1 IS A CROSS CUT ON THE S FACE OF A
 LY2618'LARGE BOULDER, 11 FEET 9-1/2 INCHES TO THE NNE OF THE
 LY2618'STATION.  NO.2 IS AN ARROW HEAD, CUT ON A FLAT LEDGE, 13
 LY2618'FEET 1/2 INCH TO THE SSE OF THE STATION.  NO.3 IS AN ARROW
 LY2618'HEAD, CUT ON A ROCK (AMONG OTHERS OF THE SAME SIZE) 2 FEET 7
 LY2618'3/4 INCHES W BY S FROM THE STATION.
 LY2618
 LY2618                          STATION RECOVERY (1936)
 LY2618
 LY2618'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 LY2618'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING
 LY2618'EXCEPTIONS--COPPER BOLT WHICH ORIGINALLY MARKED THE STATION HAS
 LY2618'BEEN REMOVED BUT THE REMAINING DRILL HOLE IN THE LEDGE ROCK, AND
 LY2618'THE ROCK ITSELF, ARE IN EXCELLENT CONDITION.
 LY2618'
 LY2618'REFERENCE MARKS ARE ALL IN GOOD CONDITION.
 LY2618'
 LY2618'DISTANCES AND BEARINGS FROM STATION TO OLD REFERENCE MARKS
 LY2618'SHOULD READ AS FOLLOWS--R.M.NO.1 N 19 DEG E, 11.92 FEET, R.M.NO.2
 LY2618'S 18 DEG E, 13.11 FEET, R.M.NO.3 N 80 DEG E, 2.64 FEET.
 LY2618'
 LY2618'NO TRACES REMAIN OF THE ORIGINAL WOODEN TOWER.  IT WAS REPLACED
 LY2618'BY A 40-FOOT LOOKOUT TOWER WHICH HAS RECENTLY BEEN REMOVED,
 LY2618'BUT THE FOOTINGS AND ALSO THE EYE BOLTS FOR GUY WIRES OF THE
 LY2618'LATTER TOWER REMAIN.
 LY2618
 LY2618                          STATION RECOVERY (1936)
 LY2618
 LY2618'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 LY2618'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT WAS
 LY2618'REMARKED WITH A STANDARD U.S.C. AND G.S. DISK STAMPED HAMBURGH
 LY2618'1882-1936, SET IN THE ORIGINAL 1-INCH DRILL HOLE IN LEDGE ROCK.
 LY2618'
 LY2618'THREE NEW REFERENCE MARKS WERE SET.  REFERENCE MARK NO.1 IS A
 LY2618'STANDARD STATE SURVEY DISK SET IN THE TOP OF A LARGE BOULDER.
 LY2618'
 LY2618'REFERENCE MARK NO.2 IS A STANDARD STATE SURVEY DISK, SET
 LY2618'IN A LARGE FLAT BOULDER.
 LY2618'
 LY2618'REFERENCE MARK NO.3 IS A STANDARD STATE SURVEY DISK, SET
 LY2618'IN LEDGE ROCK OUTCROP.
 LY2618'
 LY2618'AZIMUTH MARK IS THE APEX OF HIGH POINT MONUMENT.  SOME CLEARING
 LY2618'MAY BE NECESSARY IN THE FUTURE TO SEE THIS FROM THE GROUND,
 LY2618'AS TREES WILL GROW AGAIN ON LINE.
 LY2618
 LY2618                          STATION RECOVERY (1991)
 LY2618
 LY2618'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 LY2618'THE STATION IS LOCATED IS HARDYSTON TOWNSHIP ON ONE OF THE SUMMITS OF
 LY2618'THE HAMBURGH MOUNTAINS, ABOUT 2.75 MI (4.43 KM) SOUTHEAST OF THE
 LY2618'BOROUGH OF HAMBURG.  TO REACH THE STATION FROM THE INTERSECTION OF
 LY2618'N.J. ROUTES 23 AND 94 IN THE BOROUGH OF HAMBURG, GO 1.15 MI
 LY2618'(1.85 KM) SOUTH ON N.J. ROUTE 23 TO THE JUNCTION WITH COUNTY ROAD
 LY2618'517, HARDYSTON ROAD, ON THE LEFT.  TURN LEFT ON COUNTY ROAD 517 AND
 LY2618'G0 1.6 MI (2.6 KM) TO SAND POND ROAD ON THE RIGHT.  TURN RIGHT ON
 LY2618'SAND POND ROAD, AND GO 1.25 MI (2.01 KM) UPHILL TO A METAL PIPE GATE.
 LY2618'GO THROUGH THE GATE, STILL GOING UPHILL TO A FORK IN THE ROAD.  TAKE
 LY2618'THE RIGHT FORK AND GO TO THE FIRST DRIVE ON THE RIGHT, A FRAME HOUSE
 LY2618'BELONGING TO MR. BERRY IS ON THE LEFT SIDE OF THE DRIVE.  GO THROUGH
 LY2618'THE BACKYARD AND PACK DOWNHILL, CROSSING A SMALL BROOK AND THEN PACK
 LY2618'UPHILL FOLLOWING THE FLAGGED TRAIL TO THE SUMMIT AND THE STATION.
 LY2618'THE STATION IS A STANDARD DISK, STAMPED HAMBURGH 1882 1936, SET
 LY2618'FLUSH IN A DRILL HOLE IN A LARGE ROCK OUTCROP.  MR. BERRY REQUESTS
 LY2618'THAT HE BE NOTIFIED PRIOR TO OCCUPATION OF THE MARK.  ANOTHER LOCAL
 LY2618'PROPERTY OWNER, MR. BUIST PHONE 201 827 4043, ALSO REQUESTS THE
 LY2618'SAME COURTESY.
 LY2618
 LY2618                          STATION RECOVERY (1992)
 LY2618
 LY2618'RECOVERED 1992
 LY2618'RECOVERED IN GOOD CONDITION.
 LY2618
 LY2618                          STATION RECOVERY (1993)
 LY2618
 LY2618'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 LY2618'THE STATION IS LOCATED IS HARDYSTON TOWNSHIP ON ONE OF THE SUMMITS OF
 LY2618'THE HAMBURGH MOUNTAINS, ABOUT 2.75 MI (4.43 KM) SOUTHEAST OF THE
 LY2618'BOROUGH OF HAMBURG.  TO REACH THE STATION FROM THE INTERSECTION OF
 LY2618'STATE ROUTES 23 AND 94 IN THE BOROUGH OF HAMBURG, GO 1.15 MI
 LY2618'(1.85 KM) SOUTH ON STATE ROUTE 23 TO THE JUNCTION WITH COUNTY ROAD
 LY2618'517, HARDYSTON ROAD, ON THE LEFT.  TURN LEFT ON COUNTY ROAD 517 AND
 LY2618'G0 1.6 MI (2.6 KM) TO SAND POND ROAD ON THE RIGHT.  TURN RIGHT ON
 LY2618'SAND POND ROAD AND GO 1.25 MI (2.01 KM) UPHILL TO A METAL PIPE GATE.
 LY2618'GO THROUGH THE GATE, STILL GOING UPHILL TO A FORK IN THE ROAD.  TAKE
 LY2618'THE RIGHT FORK AND GO TO THE FIRST DRIVE ON THE RIGHT, A FRAME HOUSE
 LY2618'BELONGING TO MR. BERRY IS ON THE LEFT SIDE OF THE DRIVE.  GO THROUGH
 LY2618'THE BACKYARD AND PACK SOUTHWEST ALONG THE SOUTHEAST EDGE OF THE
 LY2618'WOODS, DOWNHILL, CROSSING A SMALL BROOK AND THEN PACK UPHILL
 LY2618'FOLLOWING THE TRAIL TO A JUNCTION WITH AN EAST WEST PATH, TURN RIGHT
 LY2618'AND GO 5 PACES TO A JUNCTION WITH THE MAIN TRAIL RUNNING NORTH TO
 LY2618'SOUTH, TURN LEFT AND GO NORTH ABOUT 85 PACES TO A PAIR OF 2 M
 LY2618'(6.6 FT) TO 2.5 M (8.2 FT) BOULDERS ON THE LEFT, TURN RIGHT AND GO
 LY2618'WEST ABOUT 40 PACES CROSSING A DITCH, CONTINUE FOR ABOUT 2 MINUTES
 LY2618'WESTERLY TO A DIM PATH RUNNING SOUTH SOUTHWEST TURN LEFT AND PACK
 LY2618'SOUTH SOUTHWEST UPHILL FOR ABOUT 15 MINUTES TO THE SUMMIT AND THE
 LY2618'STATION SET IN A DRILL HOLE IN A ROCK OUTCROP IN THE APPROXIMATE
 LY2618'CENTER OF A CLEARED AREA. THE STATION IS A STANDARD DISK, STAMPED
 LY2618'HAMBURGH 1882 1936. MR. BERRY REQUESTS THAT HE BE NOTIFIED PRIOR TO
 LY2618'OCCUPATION OF THE MARK. ANOTHER LOCAL PROERTY OWNER, MR. BUIST PHONE
 LY2618'201 827 4043, ALSO REQUESTS THE SAME COURTESY.
 LY2618
 LY2618                          STATION RECOVERY (2006)
 LY2618
 LY2618'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY2618'STATION IS LOCATED IN HAMBURG MOUNTAIN WILDLIFE MANAGEMENT AREA,
 LY2618'HARDYSTON TOWNSHIP, SUSSEX COUNTY. PARKING IS AVAILABLE AT A PARKING
 LY2618'AREA/LARGE ROCK LEDGE ON SAND POND ROAD, JUST BEFORE THE 'NO
 LY2618'TRESPASSING' SIGNS. FROM THERE I FOLLOWED THE GPS, AND BUSHWHACKED THE
 LY2618'.35 MILE TO THE STATION. DOWN TO, AND ACROSS, THE STREAM, THEN A
 LY2618'FAIRLY GENTLE TWO HUNDRED FOOT CLIMB UP HAMBURG MOUNTAIN.
 LY2618'THE STATION IS LOCATED IN BEDROCK 13 FEET SOUTH OF A FIVE FOOT
 LY2618'BOULDER, AND ELEVEN FEET NORTH OF AN EXPOSED ROCK LEDGE WITH A GUY
 LY2618'ANCHOR FOR THE 1936 TOWER. THE STATION IS UNDERNEATH TWO ROCKS WITH A
 LY2618'PIECE OF PINK SURVEYING TAPE.  REFERENCE MARK 2 WAS RECOVERED AT
 LY2618'HAND-HELP GPS COORDINATES OF N 41 08.883 W 074 31.801. REFERENCE MARK
 LY2618'3 WAS RECOVERED AT HAND-HELD GPS COORDINATES OF N 41 08.891 W 074
 LY2618'31.801.
 LY2618'UNABLE TO LOCATE RM1 (NO DIRECTIONS OR DISTANCES ARE LISTED.) ALSO
 LY2618'RECOVERED ORIGINAL REFERENCE MARK 1 (CROSS CUT ON SOUTH FACE OF LARGE
 LY2618'BOULDER). UNABLE TO LOCATE ORIGINAL REFERENCE MARKS 2 OR 3. I ALSO
 LY2618'FOUND TWO OF THE FOOTINGS OF THE 1936 TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4021 ***********************************************************************
 JU4021  CBN         -  This is a Cooperative Base Network Control Station.
 JU4021  DESIGNATION -  HAMMONTON PRIMARY PAIR 1
 JU4021  PID         -  JU4021
 JU4021  STATE/COUNTY-  NJ/ATLANTIC
 JU4021  USGS QUAD   -  HAMMONTON (1981)
 JU4021
 JU4021                         *CURRENT SURVEY CONTROL
 JU4021  ___________________________________________________________________
 JU4021* NAD 83(1996)-  39 39 51.81396(N)    074 45 30.79246(W)     ADJUSTED  
 JU4021* NAVD 88     -        18.990  (meters)      62.30   (feet)  ADJUSTED  
 JU4021  ___________________________________________________________________
 JU4021  X           -   1,292,501.923 (meters)                     COMP
 JU4021  Y           -  -4,743,632.608 (meters)                     COMP
 JU4021  Z           -   4,049,361.388 (meters)                     COMP
 JU4021  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 JU4021  ELLIP HEIGHT-         -14.30  (meters)          (09/24/01) GPS OBS
 JU4021  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JU4021  DYNAMIC HT  -          18.981 (meters)      62.27  (feet)  COMP
 JU4021  MODELED GRAV-     980,139.8   (mgal)                       NAVD 88
 JU4021
 JU4021  HORZ ORDER  -  B
 JU4021  VERT ORDER  -  FIRST     CLASS II
 JU4021  ELLP ORDER  -  FOURTH    CLASS I
 JU4021
 JU4021.This mark is at Hammonton (MUNI) Airport (N81)
 JU4021
 JU4021.The horizontal coordinates were established by GPS observations
 JU4021.and adjusted by the National Geodetic Survey in July 1997..
 JU4021
 JU4021.The orthometric height was determined by differential leveling
 JU4021.and adjusted by the National Geodetic Survey in September 1996..
 JU4021
 JU4021.Photographs are available for this station.
 JU4021
 JU4021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4021
 JU4021.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4021
 JU4021.The ellipsoidal height was determined by GPS observations
 JU4021.and is referenced to NAD 83.
 JU4021
 JU4021.The geoid height was determined by GEOID03.
 JU4021
 JU4021.The dynamic height is computed by dividing the NAVD 88
 JU4021.geopotential number by the normal gravity value computed on the
 JU4021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4021.degrees latitude (g = 980.6199 gals.).
 JU4021
 JU4021.The modeled gravity was interpolated from observed gravity values.
 JU4021
 JU4021;                    North         East     Units Scale Factor Converg.
 JU4021;SPC NJ       -    92,287.140   127,815.618   MT  0.99990606   -0 09 54.1
 JU4021;SPC NJ       -   302,778.73    419,341.74   sFT  0.99990606   -0 09 54.1
 JU4021;UTM  18      - 4,390,537.033   520,710.358   MT  0.99960528   +0 09 14.8
 JU4021
 JU4021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4021!SPC NJ       -   1.00000224  x   0.99990606  =   0.99990830
 JU4021!UTM  18      -   1.00000224  x   0.99960528  =   0.99960752
 JU4021
 JU4021|---------------------------------------------------------------------|
 JU4021| PID    Reference Object                     Distance      Geod. Az  |
 JU4021|                                                           dddmmss.s |
 JU4021| JU4022 HAMMONTON PRIMARY PAIR 2            367.679 METERS 01615     |
 JU4021|---------------------------------------------------------------------|
 JU4021
 JU4021                          SUPERSEDED SURVEY CONTROL
 JU4021
 JU4021  ELLIP H (07/24/97)  -14.32   (m)                       GP(       ) 3 2
 JU4021  NAD 83(1992)-  39 39 51.81332(N)    074 45 30.79217(W) AD(       ) B
 JU4021  ELLIP H (04/16/93)  -14.37   (m)                       GP(       ) 3 1
 JU4021  NAD 83(1991)-  39 39 51.80364(N)    074 45 30.79173(W) AD(       ) 2
 JU4021  ELLIP H (01/27/92)  -14.43   (m)                       GP(       ) 4 1
 JU4021  NAD 83(1986)-  39 39 51.80159(N)    074 45 30.79063(W) AD(       ) 2
 JU4021  NAD 27      -  39 39 51.39511(N)    074 45 32.22311(W) AD(       ) 2
 JU4021  NAVD 88 (12/16/96)   18.99   (m)           62.3    (f) LEVELING    3  
 JU4021  NGVD 29 (08/10/88)   19.2    (m)           63.     (f) GPS OBS        
 JU4021
 JU4021.Superseded values are not recommended for survey control.
 JU4021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4021.See file dsdata.txt to determine how the superseded data were derived.
 JU4021
 JU4021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2071090537(NAD 83)
 JU4021_MARKER: I = METAL ROD
 JU4021_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU4021_SP_SET: STAINLESS STEEL ROD
 JU4021_STAMPING: HAMMONTON PP1 1987
 JU4021_MARK LOGO: NGS   
 JU4021_PROJECTION: RECESSED 10 CENTIMETERS
 JU4021_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4021+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2000
 JU4021_ROD/PIPE-DEPTH: 25.6 meters
 JU4021
 JU4021  HISTORY     - Date     Condition        Report By
 JU4021  HISTORY     - 1987     MONUMENTED       CGS
 JU4021  HISTORY     - 1987     GOOD             AEROS
 JU4021  HISTORY     - 19901121 GOOD             NGS
 JU4021  HISTORY     - 19920526 GOOD             NJGS
 JU4021  HISTORY     - 19930604 GOOD             NJGS
 JU4021  HISTORY     - 19950419 GOOD             NJGS
 JU4021  HISTORY     - 19970108 GOOD             NJGS
 JU4021  HISTORY     - 19990713 GOOD             NJGS
 JU4021  HISTORY     - 20000710 GOOD             NGS
 JU4021
 JU4021                          STATION DESCRIPTION
 JU4021
 JU4021'DESCRIBED BY COAST AND GEODETIC SURVEY 1987 (UNK)
 JU4021'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI)
 JU4021'NORTH-NORTHWEST OF THE TOWN OF WESCOATVILLE, 7.9 KM (4.9 MI)
 JU4021'NORTHEAST OF HAMMONTON, 9.3 KM (5.8 MI) SOUTH-SOUTHWEST OF ATSION,
 JU4021'WITHIN THE BOUNDARY OF THE HAMMONTON AIRPORT.
 JU4021'OWNERSHIP--TOWN OF HAMMONTON, TOWN HALL, HAMMONTON, NEW JERSEY
 JU4021'08037.  MANAGER--MR. ALBERT V. COLANGELO SR., HAMMONTON MUNICIPAL
 JU4021'AIRPORT, P.O. BOX 166, HAMMONTON, NEW JERSEY 0803/0166, PHONE
 JU4021'NUMBER (609)561-9200.
 JU4021'
 JU4021'TO REACH THE STATION FROM THE RAILROAD STATION AT EGG HARBOR AND
 JU4021'TWELTH STREET (ROUTE 206) IN HAMMONTON, ATLANTIC COUNTY, NEW JERSEY,
 JU4021'GO NORTH FOR 1.85 KM (1.15 MI) ON ROUTE 206 TO THE TRAFFIC CIRCLE
 JU4021'AT THE JUNCTION OF ROUTE 30.   CONTINUE STRAIGHT AHEAD AND GO
 JU4021'NORTH FOR 3.3 KM (2.05 MI) ON ROUTE 206 TO A SIDE ROAD RIGHT NAMED
 JU4021'MYRTEL STREET.
 JU4021'TURN RIGHT AND GO SOUTHEAST FOR 0.72 KM (0.45 MI) ON MYRTEL STREET
 JU4021'TO THE INTERSECTION OF MIDDLE ROAD.
 JU4021'CONTINUE STRAIGHT AHEAD AND GO EAST-SOUTHEAST FOR
 JU4021'0.48 KM (0.3 MI) ON MYRTEL STREET TO A DIRT ROAD ON THE LEFT WHICH
 JU4021'LEADS TO THE AIRPORT MANAGERS OFFICE.
 JU4021'CONTINUE STRAIGHT AHEAD AND GO EAST-SOUTHEAST FOR
 JU4021'0.40 KM (0.25 MI) ON MYRTEL STREET TO A PAVED ROAD ON THE LEFT.
 JU4021'TURN LEFT AND GO NORTH-NORTHWEST FOR 0.48 KM (0.3 MI) ON THE PAVED
 JU4021'ROAD TO SOME HANGAR BUILDINGS ON THE LEFT AND THE STATION AS
 JU4021'DESCRIBED.
 JU4021'
 JU4021'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JU4021'FLANGE WITH ACCESS COVER IS STAMPED---HAMMONTON PP1 1987---, AND IS
 JU4021'FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JU4021'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT THE DEPTH OF 25.6 METERS
 JU4021'(84 FT), AND IS RECESSED 10 CM BELOW THE GROUND.  LOCATED
 JU4021'26.8 METERS (88.0 FT) EAST FROM THE CENTERLINE OF THE RUNWAY,
 JU4021'11.9 METERS (39.0 FT) NORTH FROM THE CENTERLINE OF THE SOUTHERLYMOST
 JU4021'TAXIWAY LEADING TO THE RUNWAY AND IN LINE WITH THE RUN UP LINE,
 JU4021'0.8 METERS (2.6 FT) SOUTH-SOUTHEAST FROM A CARSONITE WITNESS POST.
 JU4021
 JU4021                          STATION RECOVERY (1987)
 JU4021
 JU4021'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 JU4021'RECOVERED IN GOOD CONDITION.
 JU4021
 JU4021                          STATION RECOVERY (1990)
 JU4021
 JU4021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU4021'THE STATION IS LOCATED ABOUT 7.9 KM (4.9 MI) NORTHEAST OF HAMMONTON,
 JU4021'AT THE HAMMONTON AIRPORT AND ON THE NORTH SIDE OF THE TAXIWAY THAT
 JU4021'JUNCTIONS WITH THE SOUTH END OF RUNWAY 3.  OWNERSHIP--CITY OF
 JU4021'HAMMONTON, CITY HALL, HAMMONTON, NJ 08037, AIRPORT MANAGER IS PETER
 JU4021'RANERE, PHONE 609-561-0487.
 JU4021'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 206, 54 AND
 JU4021'30 IN HAMMONTON, GO NORTH ON HIGHWAY 206 FOR 3.2 KM (2.0 MI) TO THE
 JU4021'JUNCTION OF MYRTEL STREET ON THE RIGHT, TURN RIGHT, SOUTHEAST, ON
 JU4021'MYRTEL STREET FOR 0.72 KM (0.45 MI) TO A STOP SIGN AT THE
 JU4021'INTERSECTION OF MIDDLE ROAD, CONTINUE AHEAD ON MYRTEL STREEET FOR
 JU4021'0.24 KM (0.15 MI) TO A STOP SIGN AT A T JUNCTION, TURN LEFT ON THE
 JU4021'PAVED ROAD 0.72 KM (0.45 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 JU4021'LEFT, TURN LEFT, NORTHEAST, ON THE ENTRANCE ROAD FOR 0.08 KM
 JU4021'(0.05 MI) TO A DIRT ROAD ON THE LEFT, BEAR LEFT, NORTHEASTERLY, ON
 JU4021'THE DIRT ROAD FOR 0.32 KM (0.20 MI) TO THE APRON AND THE AIRPORT
 JU4021'OFFICE ON THE RIGHT, TURN LEFT ON THE TAXIWAY THEN LEFT AGAIN AND GO
 JU4021'WESTERLY ON THE TAXIWAY FOR ABOUT 0.08 KM (0.05 MI) TO THE STOP LINE
 JU4021'FOR THE END OF RUNWAY 3 AND THE STATION ON THE RIGHT.
 JU4021'THE STATION IS LOCATED NEAR THE SOUTH END OF RUNWAY 3 AND NORTH OF THE
 JU4021'STOP LINE OF THE TAXIWAY, 26.8 M (87.9 FT) EAST OF THE CENTER OF THE
 JU4021'RUNWAY, 11.9 M (39.0 FT) NORTH OF THE CENTER OF THE TAXIWAY AND STOP
 JU4021'LINE AND 0.25 M (0.82 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 JU4021
 JU4021                          STATION RECOVERY (1992)
 JU4021
 JU4021'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 JU4021'THE STATION IS LOCATED IN THE TOWN OF HAMMONTON, ON THE GROUNDS OF THE
 JU4021'HAMMONTON MUNICIPAL AIRPORT, AT THE SOUTH END OF THE GRASS DIVIDE
 JU4021'BETWEEN THE TAXIWAY AND RUNWAY NUMBER 3.  OWNERSHIP--TOWN OF
 JU4021'HAMMONTON, 100 CENTRAL AVENUE, HAMMONTON, N.J. 08037.  PHONE
 JU4021'609-567-4300.  THE AIRPORT ADMINISTRATOR IS PETER T.RANERE, RD 4, BOX
 JU4021'345, HAMMONTON N.J., 08037.  PHONE 609-561-0100.
 JU4021'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30, THE WHITE
 JU4021'HORSE PIKE, AND STATE ROUTE 54 AND U.S. HIGHWAY 206, PROCEED 1.9 MI
 JU4021'(3.1 KM) NORTHEAST ON HIGHWAY 206 TO THE JUNCTION WITH MYRTLE STREET,
 JU4021'TURN RIGHT AND GO 0.4 MI (0.6 KM) EAST SOUTHEAST ON MYRTLE STREET TO
 JU4021'THE JUNTION WITH COUNTY ROAD 613, MIDDLE ROAD, GO STRAIGHT AHEAD FOR
 JU4021'ANOTHER 0.15 MI (0.24 KM) TO A WYE JUNCTION WITH COUNTY ROAD 693,
 JU4021'CONTINUE STAIGHT AHEAD FOR ANOTHER 0.4 MI (0.6 KM) TO THE PAVED
 JU4021'ENTRANCE ROAD, ACADEMY DRIVE, LEADING TO THE AIRPORT, TURN LEFT AND
 JU4021'GO 0.25 MI (0.40 KM) NORTH ON ACADEMY DRIVE TO A GROUP OF HANGERS AND
 JU4021'THE STATION ON THE LEFT AT THE SOUTH END OF THE RUNWAY.
 JU4021'TO REACH THE JUNCTION OF MYRTLE STREET AND COUNTY ROAD 613 FROM SOUTH
 JU4021'BOUND U.S. HIGHWAY 206, GO 1.35 MI (2.17 KM) SOUTH ON COUNTY ROAD 613
 JU4021'FROM ITS SKEWED INTERSECTION WITH U.S. HIGHWAY 206, TURN LEFT AND
 JU4021'FOLLOW AS ABOVE.
 JU4021'THE STATION IS 8.0 M (26.2 FT) SOUTH OF THE RANGE OF THE SOUTH WALL TO
 JU4021'THE MOST SOUTHERN OF THE GROUP OF HANGERS, THE EXXON HANGER, 6.0
 JU4021'NORTHEAST OF THE NORTHEAST EDGE OF THE TAXIWAY CONNECTION ROAD TO THE
 JU4021'RUNWAY, 28.1 M (92.2 FT) NORTHWEST OF THE EXTENDED TANGENT TO THE
 JU4021'NORTHWEST EDGE OF THE TAXIWAY, 27.0 M (88.6 FT) SOUTHEAST OF THE
 JU4021'CENTERLINE OF RUNWAY NUMBER 3, 2.9 M (9.5 FT) NORTHEAST OF A BLUE
 JU4021'TAXIWAY LIGHT, 13.0 M (42.7 FT) WEST OF A BLUE TAXIWAY LIGHT, 44.6 M
 JU4021'(146.3 FT) SOUTH SOUTHWEST OF THE SOUTH WHITE LANDING LIGHT ON THE
 JU4021'EAST SIDE OF RUNWAY NUMBER 3, 0.25 M (0.82 FT) SOUTHWEST OF A 2 FOOT
 JU4021'(0.6 M) HIGH CARSONITE WITNESS.  THE STATION IS 0.1 M (0.3 FT) BELOW
 JU4021'THE GROUND IN A LOGO CAP.
 JU4021
 JU4021                          STATION RECOVERY (1993)
 JU4021
 JU4021'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 JU4021'THE STATION IS LOCATED IN THE TOWN OF HAMMONTON ON THE GROUNDS OF THE
 JU4021'HAMMONTON MUNICIPAL AIRPORT.  OWNERSHIP  TOWN OF HAMMONTON, 100
 JU4021'CENTRAL AVENUE, HAMMONTON, NEW JERSEY 08037, PHONE  609 567 4300. THE
 JU4021'AIRPORT ADMINISTRATOR IS MR. PETER T. RANERE, RD 4, BOX 345,
 JU4021'HAMMONTON, NEW JERSEY 08037, PHONE  609 561 0100.  TO REACH THE
 JU4021'STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30, STATE HIGHWAY 54
 JU4021'AND U.S. HIGHWAY 206. GO 1.9 MI (3.1 KM) NORTHEAST ON U.S. HIGHWAY
 JU4021'206 TO THE JUNCTION WITH MYRTLE AVENUE.  TURN RIGHT AND GO 0.4 MI
 JU4021'(0.6 KM) EAST SOUTHEAST ON MYRTLE AVENUE TO THE JUNCTION WITH MIDDLE
 JU4021'ROAD, COUNTY ROAD 613. GO STRAIGHT AHEAD FOR 0.15 MI (0.24 KM) TO A
 JU4021'WYE JUNCTION WITH COUNTY ROAD 693. CONTINUE STRAIGHT AHEAD FOR
 JU4021'ANOTHER 0.4 MI (0.6 KM) TO THE PAVED ENTRANCE ROAD, ACADEMY DRIVE,
 JU4021'LEADING TO THE AIRPORT ON THE LEFT.  TURN LEFT AND GO 0.25 MI
 JU4021'(0.40 KM) NORTH ON ACADEMY DRIVE TO A GROUP OF HANGERS AND THE
 JU4021'STATION ON THE LEFT AT THE SOUTH END OF THE GRASS MEDIAN BETWEEN THE
 JU4021'TAXIWAY AND RUNWAY NUMBER 3.  TO REACH THE STATION FROM THE JUNCTION
 JU4021'OF MYRTLE AVENUE AND COUNTY ROAD 613 FROM THE INTERSECTION OF THE
 JU4021'NORTHBOUND LANES OF U.S. HIGHWAY 206, GO 1.35 MI (2.17 KM) SOUTH ON
 JU4021'COUNTY ROAD 613 FROM ITS SKEWED INTERSECTION WITH U.S. HIGHWAY 206.
 JU4021'TURN LEFT AND FOLLOW AS ABOVE.  THE STATION IS 8.0 M (26.2 FT) SOUTH
 JU4021'FROM THE RANGE OF THE SOUTH WALL TO THE MOST SOUTHERN OF THE GROUP OF
 JU4021'HANGERS, THE EXXON RANGER, 6.0 M (19.7 FT) NORTHEAST FROM THE
 JU4021'NORTHEAST EDGE OF THE TAXIWAY CONNECTION ROAD TO THE RUNWAY, 28.1 M
 JU4021'(92.2 FT) NORTHWEST FROM THE EXTENDED TANGENT TO THE NORTHWEST EDGE
 JU4021'OF THE TAXIWAY, 27.0 M (88.6 FT) SOUTHEAST FROM THE CENTERLINE OF
 JU4021'RUNWAY NUMBER 3, 2.9 M (9.5 FT) NORTHEAST FROM A BLUE TAXIWAY LIGHT,
 JU4021'13.0 M (42.7 FT) WEST FROM A BLUE TAXIWAY LIGHT, 44.6 M (146.3 FT)
 JU4021'SOUTH SOUTHWEST FROM THE SOUTH WHITE LANDING LIGHT ON THE EAST SIDE OF
 JU4021'RUNWAY NUMBER 3 AND 0.25 M (0.82 FT) SOUTHWEST FROM AN ORANGE
 JU4021'CARSONITE WITNESS POST.  THE STATION IS A STANDARD NGS THREE
 JU4021'DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS COVER IS STAMPED,
 JU4021'HAMMONTON PP1 1987, AND IS SET FLUSH WITH THE GROUND.  THE STATION IS
 JU4021'A NINE SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD DRIVEN TO REFUSAL
 JU4021'AT A DEPTH OF 25.6 M (84.0 FT) AND IS RECESSED 10 CM BELOW THE
 JU4021'GROUND.
 JU4021
 JU4021                          STATION RECOVERY (1995)
 JU4021
 JU4021'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU4021'RECOVERED AS DESCRIBED.
 JU4021
 JU4021                          STATION RECOVERY (1997)
 JU4021
 JU4021'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (JVS)
 JU4021'RECOVERED AS DESCRIBED.
 JU4021
 JU4021                          STATION RECOVERY (1999)
 JU4021
 JU4021'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (ECB)
 JU4021'RECOVERED AS DESCRIBED.
 JU4021
 JU4021                          STATION RECOVERY (2000)
 JU4021
 JU4021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 JU4021'THE STATION IS LOCATED AT THE HAMMONTON MUNICIPAL AIRPORT, ABOUT
 JU4021'4.02 KM (2.50 MI) NORTHWEST OF HAMMONTON, 0.08 KM (0.05 MI)
 JU4021'NORTHWEST OF THE ENTRANCE GATE FOR THE AIRFIELD, ON THE
 JU4021'NORTHEAST SIDE OF THE PAINTED HOLD BAR OF THE FIRST CONNECTOR
 JU4021'TAXIWAY NORTHWEST OF THE GATE, IN THE GRASSY MEDIAN BETWEEN THE
 JU4021'RUNWAY AND PARALLEL TAXIWAY. OWNERSHIP--CITY OF HAMMONTON.
 JU4021'CONTACT MR DAVID HANNAH ONE DAY IN ADVANCE BEFORE OCCUPYING THE
 JU4021'STATION, PHONE 609-561-0100.  TO REACH THE STATION FROM THE
 JU4021'JUNCTION OF STATE HIGHWAY 30 AND COUNTY ROAD 613, LOCATED 0.16 KM
 JU4021'(0.10 MI) SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 30, 206 AND 54
 JU4021'IN THE CENTER OF HAMMONTON, GO NORTHEAST ON COUNTY ROAD 613
 JU4021'FOR 2.74 KM (1.70 MI) TO THE JUNCTION OF COUNTY ROAD 693.  TURN RIGHT,
 JU4021'EAST ON COUNTY ROAD 693 FOR 0.88 KM (0.55 MI) TO THE JUNCTION OF
 JU4021'ACADEMY ROAD.  TURN LEFT, NORTH ON ACADEMY ROAD FOR 0.32 KM (0.20
 JU4021'MI) TO THE AIRFIELD ENTRANCE GATE ON THE LEFT, JUST BEFORE
 JU4021'REACHING A HANGAR WITH SIGN --M AND D SERVICES--.  TURN LEFT,
 JU4021'PASSING THROUGH GATE AND CONTINUE AHEAD, WEST FOR ABOUT 30.48 M
 JU4021'(100.00 FT) TO THE PARALLEL TAXIWAY.  TURN RIGHT, NORTH ON THE
 JU4021'TAXIWAY, THEN AN IMMEDIATE LEFT ON THE CONNECTOR TAXIWAY TO ITS
 JU4021'HOLD BAR AND THE STATION ON THE RIGHT.  THE STATION IS A PUNCH
 JU4021'MARK ON THE TOP OF A STAINLESS STEEL ROD ENCASED IN A 13 CM PVC
 JU4021'PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE RECESSED 5 CM
 JU4021'BELOW GROUND.  LOCATED 27.13 M (89.01 FT) SOUTHEAST OF THE CENTER
 JU4021'OF THE RUNWAY, 33.98 M (111.48 FT) NORTHWEST OF THE CENTER OF THE
 JU4021'PARALLEL TAXIWAY, 12.04 M (39.50 FT) NORTH-NORTHEAST OF THE
 JU4021'NORTHEAST SIDE OF THE HOLD BAR, 5.79 M (19.00 FT) NORTHEAST OF THE
 JU4021'NORTHEAST EDGE OF THE CONNECTOR TAXIWAY AND 0.3 M (1.0 FT)
 JU4021'SOUTHWEST OF A FIBERGLASS WITNESS POST.
 JU4021'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4022 ***********************************************************************
 JU4022  DESIGNATION -  HAMMONTON PRIMARY PAIR 2
 JU4022  PID         -  JU4022
 JU4022  STATE/COUNTY-  NJ/ATLANTIC
 JU4022  USGS QUAD   -  HAMMONTON (1981)
 JU4022
 JU4022                         *CURRENT SURVEY CONTROL
 JU4022  ___________________________________________________________________
 JU4022* NAD 83(1996)-  39 40 03.25906(N)    074 45 26.47459(W)     ADJUSTED  
 JU4022* NAVD 88     -        19.206  (meters)      63.01   (feet)  ADJUSTED  
 JU4022  ___________________________________________________________________
 JU4022  X           -   1,292,542.035 (meters)                     COMP
 JU4022  Y           -  -4,743,388.337 (meters)                     COMP
 JU4022  Z           -   4,049,633.251 (meters)                     COMP
 JU4022  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 JU4022  ELLIP HEIGHT-         -14.07  (meters)          (09/25/02) GPS OBS
 JU4022  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JU4022  DYNAMIC HT  -          19.196 (meters)      62.98  (feet)  COMP
 JU4022  MODELED GRAV-     980,140.3   (mgal)                       NAVD 88
 JU4022
 JU4022  HORZ ORDER  -  FIRST
 JU4022  VERT ORDER  -  FIRST     CLASS II
 JU4022  ELLP ORDER  -  FOURTH    CLASS I
 JU4022
 JU4022.This mark is at Hammonton (MUNI) Airport (N81)
 JU4022
 JU4022.The horizontal coordinates were established by GPS observations
 JU4022.and adjusted by the National Geodetic Survey in May 1999..
 JU4022
 JU4022.The orthometric height was determined by differential leveling
 JU4022.and adjusted by the National Geodetic Survey in September 1996..
 JU4022
 JU4022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4022
 JU4022.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4022
 JU4022.The ellipsoidal height was determined by GPS observations
 JU4022.and is referenced to NAD 83.
 JU4022
 JU4022.The geoid height was determined by GEOID03.
 JU4022
 JU4022.The dynamic height is computed by dividing the NAVD 88
 JU4022.geopotential number by the normal gravity value computed on the
 JU4022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4022.degrees latitude (g = 980.6199 gals.).
 JU4022
 JU4022.The modeled gravity was interpolated from observed gravity values.
 JU4022
 JU4022;                    North         East     Units Scale Factor Converg.
 JU4022;SPC NJ       -    92,639.789   127,919.542   MT  0.99990600   -0 09 51.4
 JU4022;SPC NJ       -   303,935.71    419,682.70   sFT  0.99990600   -0 09 51.4
 JU4022;UTM  18      - 4,390,890.150   520,812.285   MT  0.99960533   +0 09 17.6
 JU4022
 JU4022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4022!SPC NJ       -   1.00000221  x   0.99990600  =   0.99990821
 JU4022!UTM  18      -   1.00000221  x   0.99960533  =   0.99960754
 JU4022
 JU4022|---------------------------------------------------------------------|
 JU4022| PID    Reference Object                     Distance      Geod. Az  |
 JU4022|                                                           dddmmss.s |
 JU4022| JU4021 HAMMONTON PRIMARY PAIR 1            367.679 METERS 19615     |
 JU4022|---------------------------------------------------------------------|
 JU4022
 JU4022                          SUPERSEDED SURVEY CONTROL
 JU4022
 JU4022  ELLIP H (05/14/99)  -14.10   (m)                       GP(       ) 4 1
 JU4022  NAD 83(1992)-  39 40 03.25870(N)    074 45 26.47439(W) AD(       ) 1
 JU4022  ELLIP H (12/16/96)  -14.14   (m)                       GP(       ) 2 1
 JU4022  NAD 83(1992)-  39 40 03.24887(N)    074 45 26.47405(W) AD(       ) 1
 JU4022  NAD 83(1991)-  39 40 03.25040(N)    074 45 26.47191(W) AD(       ) 2
 JU4022  ELLIP H (01/27/92)  -14.21   (m)                       GP(       ) 4 1
 JU4022  NAD 83(1986)-  39 40 03.24823(N)    074 45 26.47091(W) AD(       ) 2
 JU4022  NAD 27      -  39 40 02.83750(N)    074 45 27.90975(W) AD(       ) 2
 JU4022  NAVD 88 (12/16/96)   19.21   (m)           63.0    (f) LEVELING    3  
 JU4022  NGVD 29 (08/10/88)   19.4    (m)           64.     (f) GPS OBS        
 JU4022
 JU4022.Superseded values are not recommended for survey control.
 JU4022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4022.See file dsdata.txt to determine how the superseded data were derived.
 JU4022
 JU4022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2081290890(NAD 83)
 JU4022_MARKER: I = METAL ROD
 JU4022_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU4022_SP_SET: STAINLESS STEEL ROD
 JU4022_STAMPING: HAMMONTON PP2 1987
 JU4022_MARK LOGO: NGS   
 JU4022_PROJECTION: RECESSED 10 CENTIMETERS
 JU4022_MAGNETIC: I = MARKER IS A STEEL ROD
 JU4022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4022+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1999
 JU4022_ROD/PIPE-DEPTH: 25.0 meters
 JU4022
 JU4022  HISTORY     - Date     Condition        Report By
 JU4022  HISTORY     - 1987     MONUMENTED       NGS
 JU4022  HISTORY     - 1987     GOOD             AEROS
 JU4022  HISTORY     - 19930604 GOOD             NJGS
 JU4022  HISTORY     - 19950419 GOOD             NJGS
 JU4022  HISTORY     - 19990713 GOOD             NJGS
 JU4022
 JU4022                          STATION DESCRIPTION
 JU4022
 JU4022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (UNK)
 JU4022'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI)
 JU4022'NORTH-NORTHWEST OF THE TOWN OF WESCOATVILLE, 7.9 KM (4.9 MI)
 JU4022'NORTHEAST OF HAMMONTON, 9.3 KM (5.8 MI) SOUTH-SOUTHWEST OF ATSION,
 JU4022'WITHIN THE BOUNDARY OF THE HAMMONTON AIRPORT.
 JU4022'OWNERSHIP--TOWN OF HAMMONTON, TOWN HALL, HAMMONTON, NEW JERSEY,
 JU4022'08037.  MANAGER--MR. ALBERT V. COLANGELO SR., HAMMONTON MUNICIPAL
 JU4022'AIRPORT, P.O. BOX 166, HAMMONTON, NEW JERSEY 0803/0166, PHONE
 JU4022'NUMBER (609)561-9200.
 JU4022'
 JU4022'TO REACH THE STATION FROM THE RAILROAD STATION AT EGG HARBOR AND
 JU4022'TWELTH STREET (ROUTE 206) IN HAMMONTON, ATLANTIC COUNTY, NEW
 JU4022'JERSEY,  GO NORTH FOR 1.85 KM (1.15 MI) ON ROUTE 206 TO THE TRAFFIC
 JU4022'CIRCLE AT THE JUNCTION OF ROUTE 30.
 JU4022'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 3.3 KM (2.05 MI) ON ROUTE
 JU4022'206 TO A SIDE ROAD RIGHT NAMED MYRTEL STREET.
 JU4022'TURN RIGHT AND GO SOUTHEAST FOR 0.72 KM (0.45 MI) ON MYRTEL STREET
 JU4022'TO THE INTERSECTION OF MIDDLE ROAD.
 JU4022'CONTINUE STRAIGHT AHEAD AND GO EAST-SOUTHEAST FOR
 JU4022'0.48 KM (0.3 MI) ON MYRTEL STREET TO A DIRT ROAD ON THE LEFT WHICH
 JU4022'LEADS TO THE AIRPORT MANAGERS OFFICE.
 JU4022'CONTINUE STRAIGHT AHEAD AND GO EAST-SOUTHEAST FOR
 JU4022'0.40 KM (0.25 MI) ON MYRTEL STREET TO A PAVED ROAD ON THE LEFT.
 JU4022'TURN LEFT AND GO NORTH-NORTHWEST FOR 0.48 KM (0.3 MI) ON THE PAVED
 JU4022'ROAD TO SOME HANGAR BUILDINGS ON THE LEFT AND THE STATION AS
 JU4022'DESCRIBED.
 JU4022'
 JU4022'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JU4022'FLANGE WITH ACCESS COVER IS STAMPED---HAMMONTON PP2 1987---, AND IS
 JU4022'FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JU4022'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT THE DEPTH OF 25.0 METERS
 JU4022'(82 FT), AND IS RECESSED 10 CM BELOW THE GROUND.  LOCATED
 JU4022'27.9 METERS (91.7 FT) EAST FROM THE CENTERLINE OF THE RUNWAY,
 JU4022'10.5 METERS (34.5 FT) SOUTH FROM THE CENTERLINE OF THE SECOND
 JU4022'TAXIWAY LEADING TO THE RUNWAY FROM THE SOUTH END OF THE RUNWAY,
 JU4022'5.5 METERS (18.2 FT) NORTHWEST FROM THE SOUTH END OF A PIPE CULVERT,
 JU4022'0.8 METERS (2.7 FT) SOUTH FROM A CARSONITE WITNESS POST.
 JU4022
 JU4022                          STATION RECOVERY (1987)
 JU4022
 JU4022'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 JU4022'RECOVERED IN GOOD CONDITION.
 JU4022
 JU4022                          STATION RECOVERY (1993)
 JU4022
 JU4022'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 JU4022'THE STATION IS LOCATED IN THE TOWN OF HAMMONTON ON THE GROUNDS OF THE
 JU4022'HAMMONTON MUNICIPAL AIRPORT.  OWNERSHIP  TOWN OF HAMMONTON, 100
 JU4022'CENTRAL AVENUE, HAMMONTON, NEW JERSEY 08037, PHONE  609 567 4300. THE
 JU4022'AIRPORT ADMINISTRATOR IS MR. PETER T. RANERE, RD 4, BOX 345,
 JU4022'HAMMONTON, NEW JERSEY 08037, PHONE  609 561 0100.  TO REACH THE
 JU4022'STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30, STATE HIGHWAY 54
 JU4022'AND U.S. HIGHWAY 206. GO 1.9 MI (3.1 KM) NORTHEAST ON U.S. HIGHWAY
 JU4022'206 TO THE JUNCTION WITH MYRTLE AVENUE.  TURN RIGHT AND GO 0.4 MI
 JU4022'(0.6 KM) EAST SOUTHEAST ON MYRTLE AVENUE TO THE JUNCTION WITH MIDDLE
 JU4022'ROAD, COUNTY ROAD 613. GO STRAIGHT AHEAD FOR 0.15 MI (0.24 KM) TO A
 JU4022'WYE JUNCTION WITH COUNTY ROAD 693. CONTINUE STRAIGHT AHEAD FOR
 JU4022'ANOTHER 0.4 MI (0.6 KM) TO THE PAVED ENTRANCE ROAD, ACADEMY DRIVE,
 JU4022'LEADING TO THE AIRPORT ON THE LEFT.  TURN LEFT AND GO 0.55 MI
 JU4022'(0.89 KM) NORTH ON ACADEMY DRIVE TO A GROUP OF HANGERS AND THE
 JU4022'STATION ON THE LEFT AT THE NORTH END OF THE GRASS MEDIAN BETWEEN THE
 JU4022'TAXIWAY AND RUNWAY NUMBER 3.  TO REACH THE STATION FROM THE JUNCTION
 JU4022'OF MYRTLE AVENUE AND COUNTY ROAD 613 FROM THE INTERSECTION OF THE
 JU4022'NORTHBOUND LANES OF U.S. HIGHWAY 206, GO 1.35 MI (2.17 KM) SOUTH ON
 JU4022'COUNTY ROAD 613 FROM ITS SKEWED INTERSECTION WITH U.S. HIGHWAY 206.
 JU4022'TURN LEFT AND FOLLOW AS ABOVE. THE STATION IS 27.9 M (91.5 FT) EAST
 JU4022'FROM THE CENTERLINE OF RUNWAY NUMBER 3, 10.5 M (34.4 FT) SOUTH FROM
 JU4022'THE CENTERLINE OF THE SECOND TAXIWAY LEADING TO THE RUNWAY FROM THE
 JU4022'SOUTH END OF THE RUNWAY, 5.5 M (18.0 FT) NORTHWEST FROM THE SOUTH END
 JU4022'OF A PIPE CULVERT AND 0.8 M (2.6 FT) SOUTH FROM AN ORANGE CARSONITE
 JU4022'WITNESS POST.  THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.
 JU4022'THE LOGO FLANGE WITH ACCESS COVER IS STAMPED, HAMMONTON PP2 1987,
 JU4022'AND IS SET FLUSH WITH THE GROUND.  THE STATION IS A NINE SIXTEENTHS
 JU4022'INCH DIAMETER STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF
 JU4022'25.0 M (82.0 FT) AND IS RECESSED 10 CM BELOW THE GROUND.
 JU4022
 JU4022                          STATION RECOVERY (1995)
 JU4022
 JU4022'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU4022'RECOVERED AS DESCRIBED.
 JU4022
 JU4022                          STATION RECOVERY (1999)
 JU4022
 JU4022'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (RJK)
 JU4022'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6652 ***********************************************************************
 AB6652  DESIGNATION -  HAMMONTON RM 1
 AB6652  PID         -  AB6652
 AB6652  STATE/COUNTY-  NJ/ATLANTIC
 AB6652  USGS QUAD   -  HAMMONTON (1981)
 AB6652
 AB6652                         *CURRENT SURVEY CONTROL
 AB6652  ___________________________________________________________________
 AB6652* NAD 83(1986)-  39 38 50.     (N)    074 49 18.     (W)     SCALED    
 AB6652* NAVD 88     -        44.146  (meters)     144.84   (feet)  ADJUSTED  
 AB6652  ___________________________________________________________________
 AB6652  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 AB6652  DYNAMIC HT  -          44.124 (meters)     144.76  (feet)  COMP
 AB6652  MODELED GRAV-     980,132.7   (mgal)                       NAVD 88
 AB6652
 AB6652  VERT ORDER  -  FIRST     CLASS II
 AB6652
 AB6652.The horizontal coordinates were scaled from a topographic map and have
 AB6652.an estimated accuracy of +/- 6 seconds.
 AB6652
 AB6652.The orthometric height was determined by differential leveling
 AB6652.and adjusted by the National Geodetic Survey in September 1996..
 AB6652
 AB6652.The geoid height was determined by GEOID03.
 AB6652
 AB6652.The dynamic height is computed by dividing the NAVD 88
 AB6652.geopotential number by the normal gravity value computed on the
 AB6652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6652.degrees latitude (g = 980.6199 gals.).
 AB6652
 AB6652.The modeled gravity was interpolated from observed gravity values.
 AB6652
 AB6652;                    North         East    Units  Estimated Accuracy
 AB6652;SPC NJ       -    90,400.      122,390.      MT  (+/- 180 meters Scaled)
 AB6652
 AB6652                          SUPERSEDED SURVEY CONTROL
 AB6652
 AB6652.No superseded survey control is available for this station.
 AB6652
 AB6652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ153886(NAD 83)
 AB6652_MARKER: DR = REFERENCE MARK DISK
 AB6652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6652_STAMPING: HAMMONTON NO 1 1885 1935
 AB6652_MARK LOGO: CGS   
 AB6652_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6652+STABILITY: SURFACE MOTION
 AB6652_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6652+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1995
 AB6652
 AB6652  HISTORY     - Date     Condition        Report By
 AB6652  HISTORY     - 1935     MONUMENTED       CGS
 AB6652  HISTORY     - 19950614 GOOD             NJGS
 AB6652
 AB6652                          STATION DESCRIPTION
 AB6652
 AB6652'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 AB6652'THE STATION IS LOCATED IN THE TOWN OF HAMMONTON ON THE NORTHEAST SIDE
 AB6652'OF THE NEW JERSEY TRANSIT RAILROAD RIGHT OF WAY AND ON PRIVATE
 AB6652'PROPERTY BELONGING TO MARIE DI MARCO, 223 FRANCIS STREET, HAMMONTON,
 AB6652'NEW JERSEY 08037.  TO REACH THE STATION FROM THE INTERSECTION OF
 AB6652'BELLEVUE AVENUE, STATE HIGHWAY 54 AND RAILROAD AVENUE, COUNTY ROAD 561
 AB6652'IN THE TOWN OF HAMMONTON, GO NORTHWEST ON COUNTY ROAD 561 FOR 1.2 MI
 AB6652'(1.9 KM) TO THE TEE JUNCTION WITH FRANCIS STREET ON THE RIGHT. TURN
 AB6652'RIGHT AND GO 0.2 MI (0.3 KM) NORTH ON FRANCIS STREET, CROSSING THE
 AB6652'RAILROAD TRACKS TO HOUSE NUMBER 223 ON THE LEFT.  TURN LEFT INTO THE
 AB6652'PAVED DRIVE AND FOLLOW DRIVE TO REAR OF THE HOUSE.  PARK TRUCK, PACK
 AB6652'SOUTHWEST TO THE REAR OF THE HOUSE, THEN PACK NORTHWEST FOR ABOUT
 AB6652'190.6 FT (58.1 M) TO THE TOP OF THE BANK AND THE STATION ON THE LEFT.
 AB6652'THE STATION IS ABOUT 195 FT (59.4 M) NORTHWEST FROM STATION HAMMONTON
 AB6652'RM 2 1985 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6651 ***********************************************************************
 AB6651  DESIGNATION -  HAMMONTON RM 2
 AB6651  PID         -  AB6651
 AB6651  STATE/COUNTY-  NJ/ATLANTIC
 AB6651  USGS QUAD   -  HAMMONTON (1981)
 AB6651
 AB6651                         *CURRENT SURVEY CONTROL
 AB6651  ___________________________________________________________________
 AB6651* NAD 83(1986)-  39 38 48.     (N)    074 49 13.     (W)     SCALED    
 AB6651* NAVD 88     -        42.992  (meters)     141.05   (feet)  ADJUSTED  
 AB6651  ___________________________________________________________________
 AB6651  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 AB6651  DYNAMIC HT  -          42.970 (meters)     140.98  (feet)  COMP
 AB6651  MODELED GRAV-     980,132.8   (mgal)                       NAVD 88
 AB6651
 AB6651  VERT ORDER  -  FIRST     CLASS II
 AB6651
 AB6651.The horizontal coordinates were scaled from a topographic map and have
 AB6651.an estimated accuracy of +/- 6 seconds.
 AB6651
 AB6651.The orthometric height was determined by differential leveling
 AB6651.and adjusted by the National Geodetic Survey in September 1996..
 AB6651
 AB6651.The geoid height was determined by GEOID03.
 AB6651
 AB6651.The dynamic height is computed by dividing the NAVD 88
 AB6651.geopotential number by the normal gravity value computed on the
 AB6651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6651.degrees latitude (g = 980.6199 gals.).
 AB6651
 AB6651.The modeled gravity was interpolated from observed gravity values.
 AB6651
 AB6651;                    North         East    Units  Estimated Accuracy
 AB6651;SPC NJ       -    90,340.      122,510.      MT  (+/- 180 meters Scaled)
 AB6651
 AB6651                          SUPERSEDED SURVEY CONTROL
 AB6651
 AB6651.No superseded survey control is available for this station.
 AB6651
 AB6651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ154885(NAD 83)
 AB6651_MARKER: DR = REFERENCE MARK DISK
 AB6651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6651_STAMPING: HAMMONTON NO 2 1885 1935
 AB6651_MARK LOGO: CGS   
 AB6651_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6651+STABILITY: SURFACE MOTION
 AB6651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6651+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1995
 AB6651
 AB6651  HISTORY     - Date     Condition        Report By
 AB6651  HISTORY     - 1935     MONUMENTED       CGS
 AB6651  HISTORY     - 19950614 GOOD             NJGS
 AB6651
 AB6651                          STATION DESCRIPTION
 AB6651
 AB6651'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 AB6651'THE STATION IS LOCATED IN THE TOWN OF HAMMONTON ON THE NORTHEAST SIDE
 AB6651'OF THE NEW JERSEY TRANSIT RAILROAD RIGHT OF WAY AND ON PRIVATE
 AB6651'PROPERTY BELONGING TO MARIE DI MARCO, 223 FRANCIS STREET, HAMMONTON,
 AB6651'NEW JERSEY 08037.  TO REACH THE STATION FROM THE INTERSECTION OF
 AB6651'BELLEVUE AVENUE, STATE HIGHWAY 54 AND RAILROAD AVENUE, COUNTY ROAD 561
 AB6651'IN THE TOWN OF HAMMONTON, GO NORTHWEST ON COUNTY ROAD 561 FOR 1.2 MI
 AB6651'(1.9 KM) TO THE TEE JUNCTION WITH FRANCIS STREET ON THE RIGHT. TURN
 AB6651'RIGHT AND GO 0.2 MI (0.3 KM) NORTH ON FRANCIS STREET, CROSSING THE
 AB6651'RAILROAD TRACKS TO HOUSE NUMBER 223 ON THE LEFT.  TURN LEFT INTO THE
 AB6651'PAVED DRIVE AND FOLLOW DRIVE TO REAR OF THE HOUSE.  PARK TRUCK, PACK
 AB6651'SOUTHWEST AROUND THE REAR OF THE HOUSE TO THE TOP OF THE BANK ALONG
 AB6651'THE RAILROAD RIGHT OF WAY AND THE STATION AHEAD.  THE STATION IS 46.4
 AB6651'FT (14.1 M) WEST SOUTHWEST FROM THE WEST CORNER OF THE HOUSE, 54.6 FT
 AB6651'(16.6 M) NORTHWEST FROM THE SOUTH CORNER OF THE HOUSE, 71.O FT
 AB6651'NORTHWEST FROM A WELLHEAD STRUCTURE IN THE FRONT YARD, 209 FT (63.7 M)
 AB6651'NORTHWEST FROM THE CENTERLINE OF FRANCIS STREET AND 95 FT (29.0 M)
 AB6651'NORTHWEST FROM POLE NUMBER H 31973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU3879 ***********************************************************************
 KU3879  DESIGNATION -  HAN
 KU3879  PID         -  KU3879
 KU3879  STATE/COUNTY-  NJ/BERGEN
 KU3879  USGS QUAD   -  CENTRAL PARK (1979)
 KU3879
 KU3879                         *CURRENT SURVEY CONTROL
 KU3879  ___________________________________________________________________
 KU3879* NAD 83(1996)-  40 52 30.07250(N)    073 56 52.73876(W)     ADJUSTED  
 KU3879* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 KU3879  ___________________________________________________________________
 KU3879  LAPLACE CORR-           6.05  (seconds)                    DEFLEC99
 KU3879  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 KU3879
 KU3879  HORZ ORDER  -  SECOND
 KU3879
 KU3879.The horizontal coordinates were established by classical geodetic methods
 KU3879.and adjusted by the National Geodetic Survey in September 1999..
 KU3879
 KU3879.The orthometric height was scaled from a topographic map.
 KU3879
 KU3879.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3879
 KU3879.The geoid height was determined by GEOID03.
 KU3879
 KU3879;                    North         East     Units Scale Factor Converg.
 KU3879;SPC NJ       -   226,816.279   196,527.124   MT  0.99992664   +0 21 40.5
 KU3879;SPC NJ       -   744,146.41    644,772.74   sFT  0.99992664   +0 21 40.5
 KU3879;SPC NY L     -    78,661.560   304,384.695   MT  0.99999499   +0 02 02.5
 KU3879;SPC NY L     -   258,075.47    998,635.45   sFT  0.99999499   +0 02 02.5
 KU3879;UTM  18      - 4,525,415.856   588,643.881   MT  0.99969671   +0 41 18.6
 KU3879
 KU3879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3879!SPC NJ       -   0.99998962  x   0.99992664  =   0.99991626
 KU3879!SPC NY L     -   0.99998962  x   0.99999499  =   0.99998461
 KU3879!UTM  18      -   0.99998962  x   0.99969671  =   0.99968633
 KU3879
 KU3879:                Primary Azimuth Mark                     Grid Az
 KU3879:SPC NJ       -  INWOOD CHURCH                            095 50 34.9
 KU3879:SPC NY L     -  INWOOD CHURCH                            096 10 12.9
 KU3879:UTM  18      -  INWOOD CHURCH                            095 30 56.8
 KU3879
 KU3879|---------------------------------------------------------------------|
 KU3879| PID    Reference Object                     Distance      Geod. Az  |
 KU3879|                                                           dddmmss.s |
 KU3879| KU3984 INWOOD CHURCH                       APPROX. 1.8 KM 0961215.4 |
 KU3879| KU3931 NEW YORK VET HOSP 81 CEN CUP        APPROX. 3.7 KM 1024232.1 |
 KU3879| KU3944 NEW YORK WEBB INSTITUTE CUPOLA      APPROX. 3.5 KM 1081751.6 |
 KU3879| KU3975 NEW YORK WEBB AV GAS RESERVOIR      APPROX. 3.4 KM 1124634.1 |
 KU3879| KU3970 NEW YORK LIBRARY OF NY U DOME       APPROX. 3.4 KM 1221301.6 |
 KU3879| KU3988 NEW YORK POWERHOUSE SW STACK        APPROX. 2.9 KM 1261720.0 |
 KU3879| KU4030 NEW YORK G WASH HS CUPOLA           APPROX. 2.8 KM 1394402.4 |
 KU3879| KU3967 NEW YORK RIVERSIDE DR FLAGPOLE      APPROX. 2.0 KM 1533010.4 |
 KU3879| KU3942 NEW YORK RIVERSIDE DR MANSION       APPROX. 2.5 KM 1650857.2 |
 KU3879| KU3965 NEW YORK FORT WASH PRESB CH         APPROX. 3.4 KM 1653904.2 |
 KU3879| CF2611 HAN RM 1                              7.700 METERS 22905     |
 KU3879| CF2612 HAN RM 2                              4.280 METERS 29915     |
 KU3879|---------------------------------------------------------------------|
 KU3879
 KU3879                          SUPERSEDED SURVEY CONTROL
 KU3879
 KU3879  NAD 83(1996)-  40 52 30.07250(N)    073 56 52.73874(W) AD(       ) 2
 KU3879  NAD 83(1996)-  40 52 30.07238(N)    073 56 52.73970(W) AD(       ) 2
 KU3879  NAD 83(1992)-  40 52 30.07020(N)    073 56 52.74047(W) AD(       ) 2
 KU3879  NAD 83(1986)-  40 52 30.07662(N)    073 56 52.73732(W) AD(       ) 2
 KU3879  NAD 27      -  40 52 29.71300(N)    073 56 54.24800(W) AD(       ) 2
 KU3879
 KU3879.Superseded values are not recommended for survey control.
 KU3879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3879.See file dsdata.txt to determine how the superseded data were derived.
 KU3879
 KU3879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8864425416(NAD 83)
 KU3879_MARKER: DS = TRIANGULATION STATION DISK
 KU3879_SETTING: 66 = SET IN ROCK OUTCROP
 KU3879_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU3879+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2006
 KU3879
 KU3879  HISTORY     - Date     Condition        Report By
 KU3879  HISTORY     - 1930     MONUMENTED       CGS
 KU3879  HISTORY     - 19920207 MARK NOT FOUND   NJGS
 KU3879  HISTORY     - 20060402 GOOD             GEOCAC
 KU3879
 KU3879                          STATION DESCRIPTION
 KU3879
 KU3879'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 KU3879'ON THE BROW OF THE PALISADES ABOUT 1/4 MILE S OF THE ENTRANCE TO
 KU3879'THE PALISADES INTERSTATE PARK TOURIST CAMP, AND THE ROAD LEADING
 KU3879'DOWN TO THE ENGLEWOOD FERRY LANDING, ON THE SAINT JOSEPH ORPHANAGE
 KU3879'HOME FOR BOYS, ABOUT 70 METERS S OF A WOODEN FENCE ON THE N SIDE
 KU3879'OF THE GROUNDS, ABOUT 50 METERS S OF A NARROW SHOULDER OF THE
 KU3879'CLIFF WITH A SMALL SPOT OF CONCRETE ON ITS TOP.  24.5 METERS SE OF
 KU3879'A PATH LEADING ALONG THE CLIFF, AND 0.40 METER S OF A HOLE
 KU3879'DRILLED IN THE ROCK.
 KU3879'
 KU3879'STATION AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE DISKS WEDGED
 KU3879'IN A DRILL HOLE IN OUTCROPPING BEDROCK. REFERENCE MARK NO.2 IS A
 KU3879'U.S.C. AND G.S. BENCH MARK, CEMENTED IN A DRILL HOLE WITH ITS
 KU3879'HORIZONTAL LINE POINTING TOWARD THE STATION.
 KU3879'
 KU3879'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.5 METERS.
 KU3879
 KU3879                          STATION RECOVERY (1992)
 KU3879
 KU3879'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KU3879'THE STATION WAS SEARCH FOR AND NOT RECOVERED AFTER A HALF HOUR SEARCH
 KU3879'BY A TWO MAN PARTY.  THE AREA HAS BEEN IMPROVED OVER THE YEARS AND NO
 KU3879'ORIGINAL TIES EXIST TO LOCATE THE STATION WITH ANY CERTAINTY.
 KU3879
 KU3879                          STATION RECOVERY (2006)
 KU3879
 KU3879'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KU3879'TO REACH, DRIVE NORTH FROM GEORGE WASHINGTON BRIDGE ON HUDSON TERRACE,
 KU3879'MAKE RIGHT AT ALLISON PARK, UNDER PALISADES INTERSTATE PARKWAY.  LEFT
 KU3879'ONTO ALLISON PARK ROAD TO THE GROUNDS OF SAINT PETER'S COLLEGE AT
 KU3879'ENGLEWOOD CLIFFS.  CIRCLE TO THE NORTH PARKING LOT.
 KU3879'EXIT PARKING LOT THROUGH GATE TO EAST.  HEAD SOUTH EAST FOLLOWING
 KU3879'COORDINATES TO EDGE OF PALISADES.  EXTREME CAUTION SHOULD BE USED.
 KU3879'STATION IS APPROXIMATELY FOUR FEET FROM EDGE OF CLIFF.  STATION WAS
 KU3879'LOCATED UNDER LOW-GROWING VINES.  REFERENCE MARKS WERE SOUGHT,
 KU3879'BRIEFLY, BUT NOT FOUND DUE TO LACK OF DIRECTIONS TO THEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0702 ***********************************************************************
 KV0702  DESIGNATION -  HANCOCK
 KV0702  PID         -  KV0702
 KV0702  STATE/COUNTY-  NJ/MONMOUTH
 KV0702  USGS QUAD   -  SANDY HOOK (1981)
 KV0702
 KV0702                         *CURRENT SURVEY CONTROL
 KV0702  ___________________________________________________________________
 KV0702* NAD 83(1996)-  40 28 15.69994(N)    074 00 42.13757(W)     ADJUSTED  
 KV0702* NAVD 88     -         2.457  (meters)       8.06   (feet)  ADJUSTED  
 KV0702  ___________________________________________________________________
 KV0702  X           -   1,338,340.461 (meters)                     COMP
 KV0702  Y           -  -4,670,949.032 (meters)                     COMP
 KV0702  Z           -   4,117,893.575 (meters)                     COMP
 KV0702  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 KV0702  ELLIP HEIGHT-         -29.91  (meters)          (10/23/02) GPS OBS
 KV0702  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV0702  DYNAMIC HT  -           2.456 (meters)       8.06  (feet)  COMP
 KV0702  MODELED GRAV-     980,206.1   (mgal)                       NAVD 88
 KV0702
 KV0702  HORZ ORDER  -  FIRST
 KV0702  VERT ORDER  -  FIRST     CLASS II
 KV0702  ELLP ORDER  -  FOURTH    CLASS I
 KV0702
 KV0702.The horizontal coordinates were established by GPS observations
 KV0702.and adjusted by the National Geodetic Survey in May 1999..
 KV0702
 KV0702.The orthometric height was determined by differential leveling
 KV0702.and adjusted by the National Geodetic Survey in June 1991..
 KV0702
 KV0702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0702
 KV0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0702
 KV0702.The ellipsoidal height was determined by GPS observations
 KV0702.and is referenced to NAD 83.
 KV0702
 KV0702.The geoid height was determined by GEOID03.
 KV0702
 KV0702.The dynamic height is computed by dividing the NAVD 88
 KV0702.geopotential number by the normal gravity value computed on the
 KV0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0702.degrees latitude (g = 980.6199 gals.).
 KV0702
 KV0702.The modeled gravity was interpolated from observed gravity values.
 KV0702
 KV0702;                    North         East     Units Scale Factor Converg.
 KV0702;SPC NJ       -   181,926.226   191,405.426   MT  0.99992110   +0 19 01.0
 KV0702;SPC NJ       -   596,869.63    627,969.30   sFT  0.99992110   +0 19 01.0
 KV0702;UTM  18      - 4,480,507.832   583,778.735   MT  0.99968640   +0 38 29.4
 KV0702
 KV0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0702!SPC NJ       -   1.00000469  x   0.99992110  =   0.99992579
 KV0702!UTM  18      -   1.00000469  x   0.99968640  =   0.99969109
 KV0702
 KV0702:                Primary Azimuth Mark                     Grid Az
 KV0702:SPC NJ       -  EMPIRE STATE BUILDING                    003 46 05.1
 KV0702:UTM  18      -  EMPIRE STATE BUILDING                    003 26 36.7
 KV0702
 KV0702|---------------------------------------------------------------------|
 KV0702| PID    Reference Object                     Distance      Geod. Az  |
 KV0702|                                                           dddmmss.s |
 KV0702| KU3602 EMPIRE STATE BUILDING               APPROX.30.9 KM 0040506.1 |
 KV0702| CB5730 BROOKLYN ST MARKS CATH CH                          0215215.8 |
 KV0702| KU3484 TALLER TANK                         APPROX.14.7 KM 0434900.0 |
 KV0702| KV4924 CASEMATE USCA 1940                  107.951 METERS 09233     |
 KV0702| KV4988 SANDY HOOK SHORAN                    70.698 METERS 11540     |
 KV0702| KV4977 SANDY HOOK STANDPIPE                420.663 METERS 1193121.3 |
 KV0702| KV0707 SIMPSON 2 RM 3                      430.046 METERS 1334236.6 |
 KV0702| KV6237 TP CG                               205.660 METERS 13629     |
 KV0702| KV0708 SIMPSON                             405.863 METERS 1382506.2 |
 KV0702| KU2801 HIGHLANDS NORTH RADAR DOME          APPROX. 9.0 KM 1702357.4 |
 KV0702| KV4950 MT MITCHELL 4                       APPROX. 7.0 KM 1765555.9 |
 KV0702| CB5990 HANCOCK RM 1                         42.413 METERS 18338     |
 KV0702| KV4989 CHAPEL HILL ATT MICRO TOWER         APPROX. 8.0 KM 1995147.0 |
 KV0702| KV4951 LEONARDO HORSFORD TANK              APPROX. 9.1 KM 2072612.2 |
 KV0702| KV0700 FORT HANCOCK RM 3                    28.704 METERS 23537     |
 KV0702| KV5109 UNION BEACH WATER TANK              APPROX.13.7 KM 2553023.5 |
 KV0702| KV5101 KEANSBURG STANDPIPE                 APPROX.10.9 KM 2584822.8 |
 KV0702| CB5991 HANCOCK RM 2                         21.397 METERS 26015     |
 KV0702| KV4965 SANDY HOOK POINT LIGHT              APPROX. 0.6 KM 2672805.3 |
 KV0702| CB5992 HANCOCK RM 3 AZIMUTH                               26742     |
 KV0702| KV4923 MINE 1940                           309.441 METERS 27026     |
 KV0702| KV4970 SANDY HOOK WEA BUR SIGNAL MAST       87.613 METERS 27402     |
 KV0702| KV4973 SANDY HOOK CG FLAGPOLE               29.333 METERS 30013     |
 KV0702| KV0701 FORT HANCOCK RM 4                    28.672 METERS 30425     |
 KV0702|---------------------------------------------------------------------|
 KV0702
 KV0702                          SUPERSEDED SURVEY CONTROL
 KV0702
 KV0702  ELLIP H (05/14/99)  -29.93   (m)                       GP(       ) 4 1
 KV0702  NAD 83(1996)-  40 28 15.69975(N)    074 00 42.13744(W) AD(       ) 1
 KV0702  NAD 83(1992)-  40 28 15.69919(N)    074 00 42.13723(W) AD(       ) 1
 KV0702  ELLIP H (09/14/94)  -30.01   (m)                       GP(       ) 3 1
 KV0702  NAD 83(1986)-  40 28 15.69950(N)    074 00 42.13692(W) AD(       ) 1
 KV0702  NAD 27      -  40 28 15.31300(N)    074 00 43.63600(W) AD(       ) 1
 KV0702  NAVD 88 (01/25/94)    2.467  (m)            8.09   (f) UNKNOWN     1 2
 KV0702  NGVD 29 (04/16/92)    2.785  (m)            9.14   (f) ADJUSTED    1 2
 KV0702
 KV0702.Superseded values are not recommended for survey control.
 KV0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0702.See file dsdata.txt to determine how the superseded data were derived.
 KV0702
 KV0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8377980508(NAD 83)
 KV0702_MARKER: DS = TRIANGULATION STATION DISK
 KV0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0702_SP_SET: CONCRETE POST
 KV0702_STAMPING: HANCOCK 1932
 KV0702_MARK LOGO: CGS   
 KV0702_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0702+STABILITY: SURFACE MOTION
 KV0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0702+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 KV0702
 KV0702  HISTORY     - Date     Condition        Report By
 KV0702  HISTORY     - 1932     MONUMENTED       CGS
 KV0702  HISTORY     - 1940     GOOD             CGS
 KV0702  HISTORY     - 1950     GOOD             CGS
 KV0702  HISTORY     - 1952     GOOD             CGS
 KV0702  HISTORY     - 1962     GOOD             CGS
 KV0702  HISTORY     - 1962     GOOD             CGS
 KV0702  HISTORY     - 1964     GOOD             CGS
 KV0702  HISTORY     - 1964     GOOD             CGS
 KV0702  HISTORY     - 19880910 GOOD             NJGS
 KV0702  HISTORY     - 19930811 GOOD             NJGS
 KV0702  HISTORY     - 19950418 GOOD             NJGS
 KV0702  HISTORY     - 19950629 GOOD             USPSQD
 KV0702
 KV0702                          STATION DESCRIPTION
 KV0702
 KV0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 KV0702'THIS STATION IS LOCATED ON SANDY HOOK, NEW JERSEY.  REACHED BY
 KV0702'GOING THROUGH THE FORT HANCOCK MILITARY RESERVATION.  MARK IS
 KV0702'LOCATED 94.4 FEET ENE OF NE CORNER OF THE U.S. COAST GUARD
 KV0702'STATION SANDY HOOK.
 KV0702'
 KV0702'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 KV0702'CONCRETE.  REFERENCE AND WITNESS
 KV0702'MARKS ARE STANDARD BRONZE DISKS SET IN A BOULDER.
 KV0702'
 KV0702'REFERENCE MARK NO.1 IS AT THE SE CORNER OF THE PARKING LOT S OF
 KV0702'THE COAST GUARD STATION.  139.15 FEET S OF STATION.
 KV0702'
 KV0702'REFERENCE MARK NO.2 IS SET IN THE NE CORNER OF THE CONCRETE
 KV0702'BASE OF THE FLAGPOLE (STEEL TOWER) OF THE C. G. STATION.  70.2
 KV0702'FEET WSW OF STATION.
 KV0702'
 KV0702'REFERENCE MARK NO.3 IS APPROXIMATELY 0.25 MILE W OF STATION IN
 KV0702'THE BASE OF A SMALL LIGHTHOUSE WHICH IS NEARLY ON THE END OF
 KV0702'THE POINT.  SET IN THE NW CORNER OF THE CONCRETE BASE.
 KV0702'
 KV0702'HEIGHT OF SIGNAL ABOVE STATION MARK - 20 METERS.
 KV0702
 KV0702                          STATION RECOVERY (1940)
 KV0702
 KV0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KV0702'RECENT CHANGES IN THE VICINITY OF THE STATION HAS MADE A NEW
 KV0702'DESCRIPTION NECESSARY.
 KV0702'
 KV0702'THE STATION IS LOCATED ON THE FORT HANCOCK MILITARY RESERVATION
 KV0702'JUST N OF THE SANDY HOOK COAST GUARD STATION IN A GRAVEL FILLED
 KV0702'PARKING LOT.  THE SURFACE MARK IS NOW COVERED BY ABOUT 2 FEET OF
 KV0702'GRAVEL.  THE STATION IS 44.4 FEET N OF THE COLUMN IN THE MIDDLE
 KV0702'OF THE ENTRANCE TO THE GARAGE IN THE MIDDLE OF THE COAST GUARD
 KV0702'STATION AND IS 57.5 FEET NW FROM THE E CORNER OF THE BOTTOM
 KV0702'STEP AT THE NE ENTRANCE TO THE STATION.
 KV0702'
 KV0702'REFERENCE MARK NO.1 IS IN THE FRONT YARD OF THE COAST GUARD
 KV0702'STATION COVERED BY ABOUT 6 INCHES OF DIRT.  THE DISTANCE AND
 KV0702'DIRECTION WAS NOT CHECKED BECAUSE THE NEW COAST GUARD STATION
 KV0702'(BUILT IN 1936) IS DIRECTLY IN LINE.  THE ORIGINAL REFERENCE
 KV0702'MARKS (NOS. 2 AND 3) HAVE BEEN DESTROYED.  NEW REFERENCE MARKS
 KV0702'(NOS. 3 AND 4 1940) WERE ESTABLISHED.
 KV0702'
 KV0702'REFERENCE MARK NO.3, 1940, IS A STANDARD DISK SET IN THE
 KV0702'SIDEWALK AT THE NW CORNER OF THE COAST GUARD STATION.
 KV0702'
 KV0702'REFERENCE MARK NO.4, 1940, IS A STANDARD DISK IN THE NE
 KV0702'CONCRETE FOOTING OF THE COAST GUARD STATION FLAGPOLE.
 KV0702'
 KV0702'SANDY HOOK POINT LIGHT CAN BE USED AS AN AZIMUTH MARK AND IS
 KV0702'VISIBLE FROM THE GROUND.
 KV0702
 KV0702                          STATION RECOVERY (1950)
 KV0702
 KV0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (ITS)
 KV0702'CHANGES HAVE OCCURRED SINCE 1940 AT THIS STATION WHICH MAKE A
 KV0702'REVISED DESCRIPTION DESIRABLE.
 KV0702'
 KV0702'THE U.S. ARMY HAS ABANDONED FORT HANCOCK AND TURNED THE
 KV0702'RESERVATION OVER TO THE STATE OF NEW JERSEY.  THE COAST GUARD
 KV0702'HAS ERECTED A BUILDING ON LINE TO SANDY HOOK POINT LIGHT WHICH
 KV0702'PREVENTS ITS USE AS AN AZIMUTH MARK.  ROAMER SHOAL LIGHTHOUSE,
 KV0702'DISTANT ABOUT 3 MI., CAN BE SEEN FROM THE GROUND AT THE STATION,
 KV0702'BUT DUE TO INTERVENING SAND DUNES, IT IS DESIRABLE TO ELEVATE
 KV0702'THE INSTRUMENT ABOUT 4 FT. (ABOVE NORMAL TRIPOD HEIGHT).  THE
 KV0702'MARK WAS UNCOVERED ON 27 JUNE 1950 FOR USE IN DETERMINING THE
 KV0702'POSITION OF THE SANDY HOOK LORAN STATION.  IT WAS RECOMMENDED
 KV0702'AT THAT TIME THAT THE COAST GUARD PLACE A COVERED BOX AROUND
 KV0702'IT TO ALLOW EASY ACCESS IN THE FUTURE, WHICH THEY AGREED,
 KV0702'INFORMALLY, TO DO.  REFERENCE MARKS 3 AND 4 WERE FOUND AS
 KV0702'THE DESCRIPTION OF C.I.A. IN 1940 IS GOOD
 KV0702'EXCEPT FOR THE ABOVE-NOTED CHANGES.
 KV0702
 KV0702                          STATION RECOVERY (1952)
 KV0702
 KV0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CS)
 KV0702'AT FORT HANCOCK, ON SANDY HOOK, AT THE COAST GUARD STATION, 94
 KV0702'FT. SE OF THE NE LEG OF THE FLAG TOWER, 73 FT. NE OF THE NW
 KV0702'CORNER OF THE HEADQUARTERS BUILDING, 145 FT. SW OF THE SW LEG OF
 KV0702'AN OBSERVATION TOWER, AND 44 FT. N OF THE CENTER POST OF A
 KV0702'TWO-CAR GARAGE WHICH IS PART OF THE HEADQUARTERS BUILDING.  A
 KV0702'TRIANGULATION-STATION DISK, STAMPED FORT HANCOCK 1940 AND SET
 KV0702'IN THE TOP OF A CONCRETE POST ABOUT 2 FT. UNDERGROUND.  A
 KV0702'12-IN. PIPE IS PLACED OVER THE MARK, AND A WOODEN COVER PLACED
 KV0702'ON THE PIPE FOR EASY ACCESS TO MARK.  ELEVATION--2.847 METERS
 KV0702'(9.341 FEET).
 KV0702'
 KV0702'REFERENCE MARK 3, STAMPED FORT HANCOCK NO 3 1940, IS SET IN
 KV0702'THE TOP OF THE SIDEWALK THAT LEADS AROUND THE W END OF THE
 KV0702'COAST GUARD BUILDING, 10 FT. SW OF THE NW CORNER OF THE PORT OF
 KV0702'THE BUILDING, 94 FT. SW OF THE STATION MARK, AND LEVEL WITH THE
 KV0702'GROUND.  ELEVATION--3.407 METERS (11.178 FEET).
 KV0702'
 KV0702'REFERENCE MARK 4, STAMPED FORT HANCOCK NO 4 1940, IS SET IN THE
 KV0702'TOP OF THE CONCRETE BASE OF THE NE LEG OF THE FLAG TOWER, 94
 KV0702'FT. NW OF THE STATION MARK, AND ABOUT 1 FT. ABOVE THE
 KV0702'GROUND.  ELEVATION--3.325 METERS (10.090 FEET).
 KV0702
 KV0702                          STATION RECOVERY (1962)
 KV0702
 KV0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV0702'THE STATION AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 KV0702'CONDITION.  THE DISTANCES AND DIRECTIONS TO ALL MARKS
 KV0702'CHECKED.  THE 1940 DESCRIPTION IS ADEQUATE WITH THE EXCEPTIONS
 KV0702'THAT THE GRAVEL PARKING LOT IS NOW PAVED AND REFERENCE MARKS 3
 KV0702'AND 4 WERE FOUND TO BE STAMPED FORT HANCOCK.
 KV0702'
 KV0702'HEIGHT OF LIGHT ABOVE STATION MARK 23.33 METERS.
 KV0702
 KV0702                          STATION RECOVERY (1962)
 KV0702
 KV0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV0702'THE STATION MARK, RM 3 AND 4 WERE RECOVERED IN GOOD CONDITION.
 KV0702'EXCEPT THAT THE PARKING LOT IS NOW SURFACED.  THE
 KV0702'WOODEN COVER OVER THE STATION MARK IS ABOUT 3 INCHES BENEATH
 KV0702'THE ASPHALT, AND IT WAS NECESSARY TO DIG AN 18-INCH DIAMETER
 KV0702'HOLE IN THE PAVEMENT TO REMOVE IT.
 KV0702'
 KV0702'OLD RM 3 DISK IS STILL IN THE ABANDONED CONCRETE BASE OF THE
 KV0702'ONE-TIME BEACON ON THE POINT, WITH THE NAME OF THE STATION
 KV0702'DELETED.
 KV0702
 KV0702                          STATION RECOVERY (1964)
 KV0702
 KV0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 KV0702'THE STATION MARK REFERENCE MARKS 3 AND 4 WERE FOUND IN GOOD
 KV0702'CONDITION.  THE 1940 DESCRIPTION IS ADEQUATE WITH THE EXCEPTION
 KV0702'THAT THE PARKING LOT HAS BEEN PAVED WERE AS THE LOT WAS GRAVELED
 KV0702'BEFORE AND THE REFERENCE MARKS ARE STAMPED FORT HANCOCK.
 KV0702
 KV0702                          STATION RECOVERY (1964)
 KV0702
 KV0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0702'AT FORT HANCOCK.
 KV0702'AT FORT HANCOCK, AT THE COAST GUARD STATION, AT THE NORTH END
 KV0702'OF SANDY HOOK, 94.0 FEET SOUTHEAST OF RM 4, 94.0 FEET NORTHEAST
 KV0702'OF RM 3, 71.0 FEET NORTHWEST OF THE SOUTHEAST CORNER OF COAST
 KV0702'GUARD STATION, 73.0 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 KV0702'COAST GUARD STATION, 34.5 FEET NORTH OF TELEPHONE POLE AND IS
 KV0702'SET IN THE TOP OF A CONCRETE POST, ABOUT 2 FEET BELOW THE
 KV0702'SURFACE OF THE GROUND.  NOTE-- THIS IS THE MARK DESIGNATED
 KV0702'FT. HANCOCK 1940 IN THE 1952 LEVELING.
 KV0702
 KV0702                          STATION RECOVERY (1988)
 KV0702
 KV0702'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV0702'THE STATION AND REFERENCE MARKS 3 AND 4 WERE RECOVERED AT THIS DATE.
 KV0702'DISTANCES MEASURED BETWEEN THE REFERENCE MARKS WERE LONGER BY 9 AND
 KV0702'15 MILLIMETERS.  THE LARGEST DISCREPANCY, OF 15 MILLIMETERS LONGER
 KV0702'WAS TO REFERENCE MARK 3.  LEVEL MEASUREMENTS SHOW REFERENCE MARK 4 TO
 KV0702'BE 6 MILLIMETERS HIGHER.  THE STATION IS LOCATED ON THE COAST GUARD
 KV0702'STATION AT THE NORTH END OF SANDY HOOK.  TO REACH THE STATION FROM
 KV0702'THE ENTRANCE OF THE COAST GUARD STATION ENTRANCE GATE GO WEST FOR
 KV0702'0.16 KM (0.26 MI) TO A TEE ROAD RIGHT,  TURN NORTH ON THIS ROAD FOR
 KV0702'0.32 KM (0.51 MI) TO A FENCE AT THE OLD FORT, FOLLOW THE ROAD LEFT
 KV0702'AND WEST FOR 0.32 KM (0.51 MI) TO THE REAR OF A LARGE WHITE BUILDING,
 KV0702'THE OLD COAST GUARD BUILDING, AND THE STATION IN A PAVED PARKING LOT
 KV0702'UNDER A LOOSE METAL COVER.  THE STATION IS 28.6 M (93.83 FT)
 KV0702'SOUTHEAST OF THE NORTHEAST LEG OF AN OLD TOWER, THE SITE OF REFERENCE
 KV0702'MARK 4, 21.6 M (70.87 FT) NORTHWEST OF THE NORTHEAST CORNER OF THE
 KV0702'BUILDING AND ABOUT 0.55 M (1.80 FT) BELOW THE PARKING LOT SURFACE.
 KV0702
 KV0702                          STATION RECOVERY (1993)
 KV0702
 KV0702'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV0702'RECOVERED IN GOOD CONDITION.
 KV0702
 KV0702                          STATION RECOVERY (1995)
 KV0702
 KV0702'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 KV0702'RECOVERED AS DESCRIBED.
 KV0702
 KV0702                          STATION RECOVERY (1995)
 KV0702
 KV0702'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3249 ***********************************************************************
 JU3249  DESIGNATION -  HANCOCKS BRIDGE
 JU3249  PID         -  JU3249
 JU3249  STATE/COUNTY-  NJ/SALEM
 JU3249  USGS QUAD   -  SALEM (1995)
 JU3249
 JU3249                         *CURRENT SURVEY CONTROL
 JU3249  ___________________________________________________________________
 JU3249* NAD 83(1996)-  39 30 31.37085(N)    075 27 37.12863(W)     ADJUSTED  
 JU3249* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3249  ___________________________________________________________________
 JU3249  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 JU3249  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 JU3249
 JU3249  HORZ ORDER  -  SECOND
 JU3249
 JU3249.The horizontal coordinates were established by classical geodetic methods
 JU3249.and adjusted by the National Geodetic Survey in September 1999..
 JU3249
 JU3249.The orthometric height was scaled from a topographic map.
 JU3249
 JU3249.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3249
 JU3249.The geoid height was determined by GEOID03.
 JU3249
 JU3249;                    North         East     Units Scale Factor Converg.
 JU3249;SPC NJ       -    75,412.743    67,417.980   MT  0.99998394   -0 36 39.5
 JU3249;SPC NJ       -   247,416.64    221,187.16   sFT  0.99998394   -0 36 39.5
 JU3249;SPC DE       -   167,483.653   196,246.273   MT  0.99999517   -0 01 40.0
 JU3249;SPC DE       -   549,485.95    643,851.31   sFT  0.99999517   -0 01 40.0
 JU3249;UTM  18      - 4,373,332.740   460,427.559   MT  0.99961928   -0 17 34.3
 JU3249
 JU3249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3249!SPC NJ       -   1.00000501  x   0.99998394  =   0.99998895
 JU3249!SPC DE       -   1.00000501  x   0.99999517  =   1.00000018
 JU3249!UTM  18      -   1.00000501  x   0.99961928  =   0.99962429
 JU3249
 JU3249|---------------------------------------------------------------------|
 JU3249| PID    Reference Object                     Distance      Geod. Az  |
 JU3249|                                                           dddmmss.s |
 JU3249| CB2047 HANCOCKS BRIDGE RM 3                 16.224 METERS 00144     |
 JU3249| JU3248 SALEM MANNINGTON MILLS TANK         APPROX. 8.1 KM 0025136.3 |
 JU3249| CB2049 HANCOCKS BRIDGE RM 5 AZIMUTH                       1150438.1 |
 JU3249| CB2045 HANCOCKS BRIDGE RM 1                 51.021 METERS 14706     |
 JU3249| CB2048 HANCOCKS BRIDGE RM 4                 10.015 METERS 26132     |
 JU3249| JU3788 REEDY ISLAND QUARANTINE STA TK      APPROX. 8.8 KM 2744805.8 |
 JU3249| JU3786 PORT PENN PRESB CHURCH SPIRE        APPROX.10.2 KM 2750824.3 |
 JU3249| JU3772 DELAWARE CITY FORT DUPONT TANK      APPROX.12.6 KM 3012007.2 |
 JU3249| CB2046 HANCOCKS BRIDGE RM 2                 20.912 METERS 31631     |
 JU3249| JU3250 SALEM GAYNER GLASS CO TANK          APPROX. 7.5 KM 3483017.7 |
 JU3249| JU3253 SALEM FIRST PRESB CH SPIRE          APPROX. 7.2 KM 3555836.6 |
 JU3249| JU3254 SALEM MUNICIPAL STANDPIPE           APPROX. 7.1 KM 3555901.5 |
 JU3249| JU3252 SALEM CHURCH SPIRE WITH CROSS       APPROX. 7.3 KM 3562729.0 |
 JU3249|---------------------------------------------------------------------|
 JU3249
 JU3249                          SUPERSEDED SURVEY CONTROL
 JU3249
 JU3249  NAD 83(1991)-  39 30 31.37049(N)    075 27 37.12871(W) AD(       ) 2
 JU3249  NAD 83(1986)-  39 30 31.36179(N)    075 27 37.13922(W) AD(       ) 2
 JU3249  NAD 27      -  39 30 30.95800(N)    075 27 38.42300(W) AD(       ) 2
 JU3249
 JU3249.Superseded values are not recommended for survey control.
 JU3249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3249.See file dsdata.txt to determine how the superseded data were derived.
 JU3249
 JU3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6042873333(NAD 83)
 JU3249_MARKER: DS = TRIANGULATION STATION DISK
 JU3249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3249_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3249
 JU3249  HISTORY     - Date     Condition        Report By
 JU3249  HISTORY     - 1933     MONUMENTED       CGS
 JU3249  HISTORY     - 1946     GOOD             CGS
 JU3249  HISTORY     - 1952     GOOD             CA-093
 JU3249  HISTORY     - 1973     GOOD             NGS
 JU3249  HISTORY     - 1974     GOOD             NGS
 JU3249  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 JU3249
 JU3249                          STATION DESCRIPTION
 JU3249
 JU3249'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3249'THIS STATION IS 4.7 MILES S OF SALEM, ON THE NE EDGE OF THE
 JU3249'VILLAGE OF HANCOCKS BRIDGE AND AT HANCOCKS BRIDGE OVER ALLOWAY
 JU3249'CREEK.  THE MARK IS 44.2 FEET SW OF A CONCRETE HITCHPOST AT THE S
 JU3249'END OF THE SW ABUTMENT OF THE BRIDGE, 57 FEET E OF THE CENTER
 JU3249'LINE OF THE ROAD INTERSECTION, 49 FEET S OF THE EDGE OF THE
 JU3249'CREEK, 95.4 FEET NE OF A SIGN HANCOCKS HOUSE MASSACRE 1778
 JU3249'WHICH IS AT THE NE CORNER OF THE LAWN N OF HANCOCKS HOUSE (AN
 JU3249'ATTRACTIVE RECONDITIONED BRICK HOUSE, AND 177.5 FEET NE OF THE
 JU3249'STONE MONUMENT ON THE LAWN N OF HANCOCKS HOUSE.  THE MARK
 JU3249'PROJECTS 1 INCH.
 JU3249'
 JU3249'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 JU3249'STANDARD BRONZE DISKS SET IN CONCRETE.
 JU3249'
 JU3249'REFERENCE MARK NO.1 IS SE OF THE STATION, 2 FEET E OF A FENCE
 JU3249'LINE, 25 FEET E OF THE CENTER LINE OF THE MACADAM ROAD LEADING S
 JU3249'AND OPPOSITE THE HANCOCK HOUSE.  THE MARK PROJECTS ABOUT 6 INCHES.
 JU3249'
 JU3249'REFERENCE MARK NO.2 IS NW OF THE STATION, ON THE SW ABUTMENT
 JU3249'OF THE BRIDGE, 9.0 FEET E OF THE CENTER LINE OF THE HIGHWAY LEADING
 JU3249'ACROSS THE BRIDGE, 4.15 FEET S OF THE SE CORNER OF THE BRIDGE
 JU3249'AND IS CEMENTED IN A DRILL HOLE IN THE CONCRETE ABUTMENT.  THE
 JU3249'BRIDGE LEADS N AND S AND IS 187.85 FEET LONG, 16 FEET WIDE AND
 JU3249'IS A SWING BRIDGE CONTROLLED BY A CIRCULAR CENTRAL PIER.  THE
 JU3249'CREEK MAKES A SHARP N BEND ABOUT 100 YARDS E OF THE BRIDGE.
 JU3249'THE CENTRAL PIER IS PROTECTED BY PILINGS.
 JU3249'
 JU3249'A POINT ON THE MONUMENT JUST ABOVE THE INSCRIPTION WHICH IS
 JU3249'ON THE N FACE WAS TIED IN TO THE STATION AS AN ADDITIONAL REFERENCE
 JU3249'MARK.  THE MONUMENT WAS ESTABLISHED JULY 2, 1932.
 JU3249'
 JU3249'THE AZIMUTH MARK IS ABOUT 0.75 MILE S OF THE STATION, IN
 JU3249'THE SE CORNER OF A FIELD, 15 FEET E OF A LANE AND GATE, 18 FEET
 JU3249'N OF A DIRT ROAD LEADING E, ABOUT 300 FEET E OF A LARGE RED BARN
 JU3249'AND SILO AND 0.05 MILE E OF A MACADAM ROAD.  THERE ARE THREE
 JU3249'TREES ALONG THE FENCE LINE JUST E OF THE MARK.
 JU3249'
 JU3249'TO REACH FROM THE STATION GO S 0.5 MILE TO T-ROAD, TURN LEFT
 JU3249'AND GO 0.3 MILE CROSSING A BRIDGE AT 0.15 MILE TO A ROAD
 JU3249'INTERSECTION.  THE MACADAM ROAD SWINGS SE AND A DIRT ROAD LEADS
 JU3249'E. FOLLOW DIRT ROAD 0.05 MILE TO THE MARK.
 JU3249'
 JU3249'A 103-FOOT TOWER WAS ERECTED.
 JU3249
 JU3249                          STATION RECOVERY (1946)
 JU3249
 JU3249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3249'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE EXCEPT
 JU3249'FOR THE FOLLOWING CHANGES--
 JU3249'
 JU3249'SW ABUTMENT SHOULD READ SE ABUTMENT.
 JU3249'
 JU3249'MARK PROTRUDES 1 INCH, SHOULD BE 2.0 FEET BELOW GROUND.
 JU3249
 JU3249                          STATION RECOVERY (1952)
 JU3249
 JU3249'RECOVERY NOTE BY SISKIYOU COUNTY CALIFORNIA 1952 (HHS)
 JU3249'LETTERS OF MR. HARRY H. SKINNER, COUNTY ENGR., 90 MARKET STREET,
 JU3249'SALEM, N. J. DATED SEPTEMBER 25, 1952 AND OCTOBER 24, 1952--
 JU3249'
 JU3249'REFERENCE MARKS NOS. 1 AND 2 WERE DESTROYED DUE TO THE NEW
 JU3249'CONSTRUCTION OF HANCOCKS BRIDGE.
 JU3249'
 JU3249'STATION MARK WILL BE COVERED BY A MANHOLE.
 JU3249'
 JU3249'REFERENCE MARK DISKS STAMPED HANCOCKS BRIDGE NO. 1 1933 AND
 JU3249'HANCOCKS BRIDGE NO. 2 1933 RECEIVED AT THIS OFFICE 10/28/52.
 JU3249
 JU3249                          STATION RECOVERY (1973)
 JU3249
 JU3249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 JU3249'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 JU3249'HANCOCK BRIDGE HAS BEEN REBUILT AND DURING THE CONSTRUCTION
 JU3249'SEVERAL FEET OF FILL WAS ADDED IN THE AREA.  THE NEW ENTRANCE
 JU3249'TO THE BRIDGE GOES OVER THE STATION MARK.  WHEN THE ROAD WAS
 JU3249'BUILT, A BRICK CHIMNEY WAS ERECTED AROUND THE STATION MARK AND
 JU3249'A MAN HOLE COVER PLACED AT THE ROAD SURFACE.  THE MARK IS WELL
 JU3249'GUARDED AND IS EASILY RECOVERED.  THE TWO REFERENCE MARKS WERE
 JU3249'SEARCHED FOR BUT NOT FOUND.  THEY WERE BELIEVED DESTROYED
 JU3249'DURING THE CONSTRUCTION OF THE BRIDGE.  A SEARCH WAS ALSO MADE FOR
 JU3249'THE AZIMUTH MARK BUT IT WAS NOT FOUND.  NEW REFERENCE
 JU3249'MARKS 3 AND 4 WERE ESTABLISHED AT THIS DATE.
 JU3249'
 JU3249'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU3249'
 JU3249'THE STATION IS LOCATED ON THE NORTHEAST EDGE OF HANCOCKS BRIDGE
 JU3249'AND AT HANCOCKS BRIDGE OVER ALLOWAY CREEK.  THE MARK IS AT THE
 JU3249'BOTTOM OF A 2 FOOT SQUARE BRICK CHIMNEY WHICH IS 4-1/4 FEET DEEP
 JU3249'AND WITH A STEEL MANHOLE COVER ON THE TOP.  IT IS IN THE SOUTHWEST
 JU3249'PART OF THE SOUTH BOUND LANE OF THE PAVED ROAD JUST AS IT CROSSES
 JU3249'THE BRIDGE ENTERING HANCOCKSS BRIDGE.
 JU3249'
 JU3249'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND
 JU3249'CONCRETE MONUMENT WHICH IS 4-1/2 FEET BELOW THE ROAD SURFACE.  IT
 JU3249'IS TOO FAR DOWN IN THE GROUND TO READ THE EXACT STAMPING ON THE
 JU3249'DISK, HOWEVER IT WAS IDENTIFIED AS HANCOCKS BRIDGE 1933.  THE
 JU3249'MONUMENT IS 177.5 FEET NORTH OF A MONUMENT ON THE NORTHWEST SIDE
 JU3249'OF THE OLD HANCOCK HOUSE, (PLACE OF INTEREST NUMBER 18) 115.0
 JU3249'FEET NORTHWEST OF AN OLD SIGN POLE, 38.5 SOUTH-SOUTHWEST OF THE
 JU3249'MOST SOUTHEAST PILLAR OF THE BRIDGE, 11.5 FEET SOUTHWEST OF
 JU3249'THE CENTER LINE OF THE ROAD LEADING TO THE VILLAGE, 12 FEET
 JU3249'NORTHWEST OF THE CENTER OF A T-INTERSECTION.
 JU3249'
 JU3249'REFERENCE MARK THREE IS A STANDARD DISK STAMPED HANCOCKS BRIDGE
 JU3249'1933 NO 3 1973, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST WALKWAY
 JU3249'OF THE BRIDGE.  IT IS 50 FEET NORTH OF THE T-INTERSECTION, 21 FEET
 JU3249'WEST OF THE SOUTHEAST PILLAR OF THE BRIDGE AND 15 FEET NORTHEAST
 JU3249'OF THE CENTER LINE OF THE ROAD WHERE IT CROSSES THE BRIDGE.
 JU3249'(NOTE DESCRIBED)
 JU3249'
 JU3249'REFERENCE MARK FOUR IS A STANDARD DISK STAMPED HANCOCKS BRIDGE
 JU3249'1933 NO 4 1973, CEMENTED IN A DRILL HOLE IN THE NORTH CURB ON THE
 JU3249'SOUTHWEST SIDE OF THE BRIDGE.  IT IS 44.5 FEET WEST OF THE CENTER
 JU3249'OF THE T-INTERSECTION, 18 FEET NORTHWEST OF THE CENTER OF A ROAD
 JU3249'WHICH LEADS WESTERLY AND 17 FEET SOUTH OF THE MOST SOUTHWEST
 JU3249'PILLAR OF THE BRIDGE.  (DESCRIBED)
 JU3249'
 JU3249'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3249'4-3/4 MILES SOUTH OF SALEM.
 JU3249
 JU3249                          STATION RECOVERY (1974)
 JU3249
 JU3249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU3249'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 JU3249'CONDITION AS DESCRIBED IN THE 1973 DESCRIPTION.  THE DISTANCES
 JU3249'AND DIRECTION TO ALL OBJECTS WERE WITHIN CLOSE AGREEMENT WITH
 JU3249'THE 1973 OBSERVATIONS.  A NEW RM 5 (AZIMUTH MARK) WAS ESTABLISHED
 JU3249'AT THIS DATE BY OBSERVATIONS ON POLARIS.
 JU3249'
 JU3249'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU3249'
 JU3249'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF HANCOCKS BRIDGE
 JU3249'AND AT THE HANCOCKS BRIDGE OVER ALLOWAY CREEK.  THE MARK IS AT THE
 JU3249'BOTTOM OF A 2 FOOT SQUARE CHIMNEY WHICH IS 4-1/4 FOOT DEEP AND
 JU3249'WITH A STEEL MANHOLE COVER ON THE TOP.  IT IS UNDER THE SOUTHWEST
 JU3249'PART OF THE SOUTH BOUND LANE OF THE PAVED JUST AFTER IT LEAVES
 JU3249'THE BRIDGE AND ENTERS THE NORTHEAST PART OF HANCOCKS BRIDGE.  IT
 JU3249'IS ABOUT 15 MILES NORTHWEST OF BRIDGETON AND ABOUT 5 MILES EAST
 JU3249'OF THE DELAWARE RIVER.
 JU3249'
 JU3249'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND
 JU3249'CONCRETE MONUMENT WHICH IS 4-1/2 FEET BELOW THE SURFACE OF THE
 JU3249'ROAD.  IT IS TO FAR DOWN IN THE GROUND TO READ THE EXACT
 JU3249'STAMPING ON THE DISK, HOWEVER IT WAS IDENTIFIED AS HANCOCKS
 JU3249'BRIDGE 1933.  THE MONUMENT IS 177.5 FEET NORTH OF MONUMENT ON
 JU3249'THE NORTHEAST SIDE OF THE OLD HANCOCK HOUSE, (PLACE OF INTEREST
 JU3249'NUMBER 18), 115.0 FEET NORTHWEST OF AN OLD SIGN POLE, 38.5
 JU3249'FEET SOUTH-SOUTHWEST OF THE MOST SOUTHEAST PILLAR OF THE
 JU3249'BRIDGE, 11.5 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD
 JU3249'LEADING TO THE VILLAGE, 12 FEET NORTHWEST OF THE CENTER OF A
 JU3249'T-INTERSECTION AND ABOUT 4 FEET LOWER THAN THE HIGHEST PART OF THE
 JU3249'ROAD OVER THE BRIDGE.
 JU3249'
 JU3249'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HANCOCKS BRIDGE 1933
 JU3249'NO 3 1973, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST WALKWAY OF
 JU3249'THE BRIDGE.  IT IS 50 FEET NORTH OF THE T-INTERSECTION, 21 FEET
 JU3249'WEST OF THE SOUTHEAST PILLAR OF THE BRIDGE AND 15 FEET NORTHEAST
 JU3249'OF THE CENTER OF THE ROAD WHERE IT CROSSES THE BRIDGE.
 JU3249'
 JU3249'REFERENCE MARK 4 IS A STANDARD DISK STAMPED HANCOCKS BRIDGE 1933
 JU3249'NO 4 1974, CEMENTED IN A DRILL HOLE IN THE NORTH CURB ON THE
 JU3249'SOUTHWEST SIDE OF THE BRIDGE.  IT IS 44.5 FEET WEST OF THE CENTER
 JU3249'OF THE T-INTERSECTION, 18 FEET NORTHWEST OF THE ROAD LEADING TO
 JU3249'THE VILLAGE OF HANCOCKS BRIDGE AND 17 FEET SOUTH OF THE MOST
 JU3249'SOUTHWEST PILLAR OF THE BRIDGE.  (NOTE DESCRIBED)
 JU3249'
 JU3249'REFERENCE MARK 5 (AZ) IS A STANDARD DISK SET IN THE TOP OF A
 JU3249'10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 JU3249'SURFACE.  IT IS STAMPED HANCOCKS BRIDGE 1933 NO 5 AZ 1974.  IT IS
 JU3249'300 FEET NORTHEAST OF A LARGE BARN, 20 FEET SOUTH OF THE CENTER
 JU3249'LINE OF CUFF ROAD, 4.4 FEET WEST-NORTHWEST OF A POWERLINE POLE
 JU3249'NUMBERED 13774 AND 1.1 FEET EAST OF A WITNESS POST.
 JU3249'
 JU3249'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A PAVED
 JU3249'STREET FOR 0.1 MILE TO THE HANCOCKS BRIDGE POST OFFICE ON THE
 JU3249'LEFT, CONTINUE SOUTHERLY ON THE PAVED STREET FOR 0.4 MILE TO A
 JU3249'T-INTERSECTION.  TURN LEFT AND GO EASTERLY ON A PAVED ROAD FOR
 JU3249'0.3 MILE TO A FORK.  BEAR LEFT AND CONTINUE IN A EASTERLY
 JU3249'DIRECTION ON CUFF ROAD FOR 0.05 MILE TO THE MARK ON THE RIGHT,
 JU3249'SOUTHERLY SIDE OF THE ROAD.
 JU3249'
 JU3249'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3249'4-3/4 MILES SOUTH OF SALEM.
 JU3249
 JU3249                          STATION RECOVERY (1998)
 JU3249
 JU3249'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU0026 ***********************************************************************
 HU0026  DESIGNATION -  HANGAR 2
 HU0026  PID         -  HU0026
 HU0026  STATE/COUNTY-  NJ/CAPE MAY
 HU0026  USGS QUAD   -  CAPE MAY (1972)
 HU0026
 HU0026                         *CURRENT SURVEY CONTROL
 HU0026  ___________________________________________________________________
 HU0026* NAD 83(1996)-  38 56 51.31974(N)    074 53 14.44793(W)     ADJUSTED  
 HU0026* NAVD 88     -         2.748  (meters)       9.02   (feet)  ADJUSTED  
 HU0026  ___________________________________________________________________
 HU0026  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 HU0026  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU0026  DYNAMIC HT  -           2.747 (meters)       9.01  (feet)  COMP
 HU0026  MODELED GRAV-     980,048.3   (mgal)                       NAVD 88
 HU0026
 HU0026  HORZ ORDER  -  SECOND
 HU0026  VERT ORDER  -  FIRST     CLASS II
 HU0026
 HU0026.The horizontal coordinates were established by classical geodetic methods
 HU0026.and adjusted by the National Geodetic Survey in September 1999..
 HU0026
 HU0026.The orthometric height was determined by differential leveling
 HU0026.and adjusted by the National Geodetic Survey in March 2001..
 HU0026.No vertical observational check was made to the station.
 HU0026
 HU0026.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU0026
 HU0026.The geoid height was determined by GEOID03.
 HU0026
 HU0026.The dynamic height is computed by dividing the NAVD 88
 HU0026.geopotential number by the normal gravity value computed on the
 HU0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0026.degrees latitude (g = 980.6199 gals.).
 HU0026
 HU0026.The modeled gravity was interpolated from observed gravity values.
 HU0026
 HU0026;                    North         East     Units Scale Factor Converg.
 HU0026;SPC NJ       -    12,753.965   116,424.116   MT  0.99991388   -0 14 36.6
 HU0026;SPC NJ       -    41,843.63    381,968.12   sFT  0.99991388   -0 14 36.6
 HU0026;UTM  18      - 4,310,966.517   509,762.045   MT  0.99960117   +0 04 14.9
 HU0026
 HU0026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0026!SPC NJ       -   1.00000514  x   0.99991388  =   0.99991902
 HU0026!UTM  18      -   1.00000514  x   0.99960117  =   0.99960630
 HU0026
 HU0026:                Primary Azimuth Mark                     Grid Az
 HU0026:SPC NJ       -  HANGER AZ MK                             079 55 03.4
 HU0026:UTM  18      -  HANGER AZ MK                             079 36 11.9
 HU0026
 HU0026|---------------------------------------------------------------------|
 HU0026| PID    Reference Object                     Distance      Geod. Az  |
 HU0026|                                                           dddmmss.s |
 HU0026| HU1186 HANGER AZ MK                                       0794026.8 |
 HU0026| HU1266 TWO MILE BEACH RADIO MAST           APPROX. 2.7 KM 0802321.6 |
 HU0026| HU1283 CAPE MAY COAST GUARD TANK           125.262 METERS 11626     |
 HU0026| HU0027 HANGAR 2 RM 5                        10.146 METERS 12736     |
 HU0026| HU0028 HANGAR 2 RM 6                        12.389 METERS 21244     |
 HU0026| HU1305 CAPE MAY CG STA WEST TK 1969        488.732 METERS 2552410.9 |
 HU0026| HU1311 BP 01                               396.907 METERS 26227     |
 HU0026| HU1312 BP 02                               405.756 METERS 2633630.1 |
 HU0026| HU0022 HANGER                               60.917 METERS 32019     |
 HU0026| HU0021 HANGER RM 2                                        33448     |
 HU0026| JU2964 CAPE MAY COUNTY AIRPORT TANK        APPROX. 6.6 KM 3421058.4 |
 HU0026| HU1310 HANGAR A PT                          30.453 METERS 34524     |
 HU0026|---------------------------------------------------------------------|
 HU0026
 HU0026                          SUPERSEDED SURVEY CONTROL
 HU0026
 HU0026  NAD 83(1991)-  38 56 51.30140(N)    074 53 14.45686(W) AD(       ) 2
 HU0026  NAD 83(1986)-  38 56 51.29547(N)    074 53 14.45841(W) AD(       ) 2
 HU0026  NAD 27      -  38 56 50.89059(N)    074 53 15.84418(W) AD(       ) 2
 HU0026  NAVD 88 (06/15/91)    2.753  (m)            9.03   (f) UNKNOWN     1 2
 HU0026  NGVD 29 (01/10/92)    3.149  (m)           10.33   (f) ADJUSTED    1 2
 HU0026
 HU0026.Superseded values are not recommended for survey control.
 HU0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0026.See file dsdata.txt to determine how the superseded data were derived.
 HU0026
 HU0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0976210967(NAD 83)
 HU0026_MARKER: DS = TRIANGULATION STATION DISK
 HU0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0026_SP_SET: CONC POST
 HU0026_STAMPING: HANGAR 2 1969
 HU0026_MARK LOGO: CGS   
 HU0026_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0026+STABILITY: SURFACE MOTION
 HU0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0026+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1996
 HU0026
 HU0026  HISTORY     - Date     Condition        Report By
 HU0026  HISTORY     - 1969     MONUMENTED       CGS
 HU0026  HISTORY     - 1969     GOOD             CGS
 HU0026  HISTORY     - 1975     GOOD             NGS
 HU0026  HISTORY     - 1979     GOOD             NGS
 HU0026  HISTORY     - 19910405 MARK NOT FOUND   USPSQD
 HU0026  HISTORY     - 19960930 GOOD             NJGS
 HU0026
 HU0026                          STATION DESCRIPTION
 HU0026
 HU0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 HU0026'STATION IS LOCATED ON THE CAPE MAY COAST GUARD STATION, ABOUT
 HU0026'1/2 MILE EAST OF CAPE MAY, AT THE NORTHEAST CORNER OF THE BASE
 HU0026'ADMINISTRATION BUILDING, IN THE CENTER OF A SMALL LAWN PLOT.  27.2
 HU0026'FEET NORTH OF NORTH FACE OF BUILDING, 32.5 FEET NORTHWEST OF
 HU0026'NORTHEAST CORNER OF BUILDING, 11 FEET SOUTH OF CURB, 10 FEET
 HU0026'NORTH OF CENTER LINE OF SIDEWALK, AND 26.5 FEET SOUTH OF CENTER
 HU0026'LINE OF MACADAM ENTRANCE DRIVE OF THE ADMINISTRATION BUILDING
 HU0026'PARKING LOT.
 HU0026'
 HU0026'THE STATION MARK IS A STANDARD DISK STAMPED HANGAR 2 1969, SET
 HU0026'IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT FLUSH WITH LAWN.
 HU0026'
 HU0026'THE UNDERGROUND MARK IS A STANDARD DISK STAMPED HANGAR 2 1969,
 HU0026'SET IN A MASS OF CONCRETE ABOUT 3 FEET BELOW GROUND LEVEL.
 HU0026'
 HU0026'REFERENCE MARK NUMBER 5 IS A STANDARD DISK STAMPED HANGAR 2 NO
 HU0026'5 1969, SET IN THE TOP OF A 12-INCH-DIAMETER, CONCRETE MONUMENT
 HU0026'FLUSH WITH LAWN.  1.9 FEET EAST OF NORTHEAST CORNER OF
 HU0026'ADMINISTRATION BUILDING, 17 FEET SOUTH OF CENTER LINE OF
 HU0026'SIDEWALK, 8 FEET WEST OF CURB, AND AT ABOUT SAME ELEVATION AS
 HU0026'STATION MARK.
 HU0026'
 HU0026'REFERENCE MARK NUMBER 6 IS A STANDARD DISK STAMPED HANGAR 2 NO
 HU0026'6 1969, SET IN THE TOP OF A 12-INCH-DIAMETER, CONCRETE MONUMENT
 HU0026'FLUSH WITH LAWN.  1.6 FEET WEST OF NORTHWEST CORNER OF THE EAST
 HU0026'L OF THE ADMINISTRATION BUILDING, 17 FEET SOUTH OF CENTER LINE
 HU0026'OF SIDEWALK, 49 FEET EAST OF CENTER LINE OF CONCRETE ENTRANCE
 HU0026'WALK TO REAR DOOR OF THE ADMINISTRATION BUILDING, AND 0.6 FOOT
 HU0026'HIGHER THAN STATION MARK.
 HU0026'
 HU0026'AZIMUTH MARK IS THE 1932 AZIMUTH MARK.  IT IS A STANDARD DISK,
 HU0026'STAMPED HANGER 1932, CEMENTED IN A DRILL HOLE IN THE CONCRETE
 HU0026'FOUNDATION AT THE NORTHEAST CORNER OF BUILDING NO. 120.  IT IS
 HU0026'4 INCHES NORTH OF NORTH WALL OF BUILDING.  TO REACH FROM MAIN
 HU0026'ENTRANCE OF THE ADMINISTRATION BUILDING, GO EAST ON PENNSYLVANIA
 HU0026'AVE. FOR 0.2 MILE TO BUILDING NO. 120 ON THE LEFT.
 HU0026
 HU0026                          STATION RECOVERY (1969)
 HU0026
 HU0026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HU0026'0.5 MI E FROM CAPE MAY.
 HU0026'LOCATED ON THE CAPE MAY COAST GUARD STATION, AT NORTHEAST CORNER OF
 HU0026'ADMINISTRATION BUILDING, IN CENTER OF SMALL, GRASS PLOT, 27.2 FEET
 HU0026'NORTH OF FACE OF BUILDING, 32.5 FEET NORTHWEST OF NORTHEAST CORNER
 HU0026'OF BUILDING, 11 FEET SOUTH OF CURB, 10 FEET NORTH OF CENTER LINE OF
 HU0026'CONCRETE SIDEWALK, 26 FEET SOUTH OF CENTER LINE OF MACADAM ENTRANCE
 HU0026'TO THE ADMINISTRATION BUILDING PARKING LOT, AND SET IN THE TOP OF
 HU0026'A 10-INCH-DIAMETER, CONCRETE MONUMENT FLUSH WITH LAWN.
 HU0026
 HU0026                          STATION RECOVERY (1975)
 HU0026
 HU0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JDS)
 HU0026'STATION MARK, AZIMUTH MARK, R.M. 5, AND R.M. 6 WERE RECOVERED
 HU0026'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 HU0026'
 HU0026'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU0026'AT CAPE MAY.
 HU0026
 HU0026                          STATION RECOVERY (1979)
 HU0026
 HU0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HU0026'RECOVERED IN GOOD CONDITION.
 HU0026
 HU0026                          STATION RECOVERY (1991)
 HU0026
 HU0026'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 HU0026'MARK NOT FOUND.
 HU0026
 HU0026                          STATION RECOVERY (1996)
 HU0026
 HU0026'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 HU0026'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU0027 ***********************************************************************
 HU0027  DESIGNATION -  HANGAR 2 RM 5
 HU0027  PID         -  HU0027
 HU0027  STATE/COUNTY-  NJ/CAPE MAY
 HU0027  USGS QUAD   -  CAPE MAY (1972)
 HU0027
 HU0027                         *CURRENT SURVEY CONTROL
 HU0027  ___________________________________________________________________
 HU0027* NAD 83(1986)-  38 56 51.     (N)    074 53 14.     (W)     SCALED    
 HU0027* NAVD 88     -         2.779  (meters)       9.12   (feet)  ADJUSTED  
 HU0027  ___________________________________________________________________
 HU0027  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU0027  DYNAMIC HT  -           2.777 (meters)       9.11  (feet)  COMP
 HU0027  MODELED GRAV-     980,048.3   (mgal)                       NAVD 88
 HU0027
 HU0027  VERT ORDER  -  FIRST     CLASS II
 HU0027
 HU0027.The horizontal coordinates were scaled from a topographic map and have
 HU0027.an estimated accuracy of +/- 6 seconds.
 HU0027
 HU0027.The orthometric height was determined by differential leveling
 HU0027.and adjusted by the National Geodetic Survey in March 2001..
 HU0027.No vertical observational check was made to the station.
 HU0027
 HU0027.The geoid height was determined by GEOID03.
 HU0027
 HU0027.The dynamic height is computed by dividing the NAVD 88
 HU0027.geopotential number by the normal gravity value computed on the
 HU0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0027.degrees latitude (g = 980.6199 gals.).
 HU0027
 HU0027.The modeled gravity was interpolated from observed gravity values.
 HU0027
 HU0027;                    North         East    Units  Estimated Accuracy
 HU0027;SPC NJ       -    12,740.      116,440.      MT  (+/- 180 meters Scaled)
 HU0027
 HU0027                          SUPERSEDED SURVEY CONTROL
 HU0027
 HU0027  NAVD 88 (06/15/91)    2.783  (m)            9.13   (f) UNKNOWN     1 2
 HU0027  NGVD 29 (01/10/92)    3.179  (m)           10.43   (f) ADJUSTED    1 2
 HU0027
 HU0027.Superseded values are not recommended for survey control.
 HU0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0027.See file dsdata.txt to determine how the superseded data were derived.
 HU0027
 HU0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ097109(NAD 83)
 HU0027_MARKER: DR = REFERENCE MARK DISK
 HU0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0027_SP_SET: CONC POST
 HU0027_STAMPING: HANGAR 2 NO 5 1969
 HU0027_MARK LOGO: CGS   
 HU0027_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0027+STABILITY: SURFACE MOTION
 HU0027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0027+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1996
 HU0027
 HU0027  HISTORY     - Date     Condition        Report By
 HU0027  HISTORY     - 1969     MONUMENTED       CGS
 HU0027  HISTORY     - 1979     GOOD             NGS
 HU0027  HISTORY     - 19910405 GOOD             USPSQD
 HU0027  HISTORY     - 19960930 GOOD             NJGS
 HU0027
 HU0027                          STATION DESCRIPTION
 HU0027
 HU0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HU0027'0.5 MI E FROM CAPE MAY.
 HU0027'LOCATED ON THE CAPE MAY COAST GUARD STATION, 1.9 FEET EAST OF
 HU0027'NORTHEAST CORNER OF THE ADMINISTRATION BUILDING, 17 FEET SOUTH OF
 HU0027'CENTER LINE OF CONCRETE SIDEWALK, 8 FEET WEST OF CURB, 33.3 FEET
 HU0027'SOUTH OF TRIANGULATION STATION HANGAR 2 1969, AND SET IN THE TOP OF
 HU0027'A 12-INCH-DIAMETER, CONCRETE MONUMENT FLUSH WITH LAWN.
 HU0027
 HU0027                          STATION RECOVERY (1979)
 HU0027
 HU0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HU0027'RECOVERED IN GOOD CONDITION.
 HU0027
 HU0027                          STATION RECOVERY (1991)
 HU0027
 HU0027'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 HU0027'RECOVERED IN GOOD CONDITION.
 HU0027
 HU0027                          STATION RECOVERY (1996)
 HU0027
 HU0027'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 HU0027'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU0028 ***********************************************************************
 HU0028  DESIGNATION -  HANGAR 2 RM 6
 HU0028  PID         -  HU0028
 HU0028  STATE/COUNTY-  NJ/CAPE MAY
 HU0028  USGS QUAD   -  CAPE MAY (1972)
 HU0028
 HU0028                         *CURRENT SURVEY CONTROL
 HU0028  ___________________________________________________________________
 HU0028* NAD 83(1986)-  38 56 51.     (N)    074 53 14.     (W)     SCALED    
 HU0028* NAVD 88     -         2.933  (meters)       9.62   (feet)  ADJUSTED  
 HU0028  ___________________________________________________________________
 HU0028  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU0028  DYNAMIC HT  -           2.932 (meters)       9.62  (feet)  COMP
 HU0028  MODELED GRAV-     980,048.3   (mgal)                       NAVD 88
 HU0028
 HU0028  VERT ORDER  -  FIRST     CLASS II
 HU0028
 HU0028.The horizontal coordinates were scaled from a topographic map and have
 HU0028.an estimated accuracy of +/- 6 seconds.
 HU0028
 HU0028.The orthometric height was determined by differential leveling
 HU0028.and adjusted by the National Geodetic Survey in March 2001..
 HU0028.No vertical observational check was made to the station.
 HU0028
 HU0028.The geoid height was determined by GEOID03.
 HU0028
 HU0028.The dynamic height is computed by dividing the NAVD 88
 HU0028.geopotential number by the normal gravity value computed on the
 HU0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0028.degrees latitude (g = 980.6199 gals.).
 HU0028
 HU0028.The modeled gravity was interpolated from observed gravity values.
 HU0028
 HU0028;                    North         East    Units  Estimated Accuracy
 HU0028;SPC NJ       -    12,740.      116,440.      MT  (+/- 180 meters Scaled)
 HU0028
 HU0028                          SUPERSEDED SURVEY CONTROL
 HU0028
 HU0028  NAVD 88 (06/15/91)    2.939  (m)            9.64   (f) UNKNOWN     1 2
 HU0028  NGVD 29 (01/10/92)    3.335  (m)           10.94   (f) ADJUSTED    1 2
 HU0028
 HU0028.Superseded values are not recommended for survey control.
 HU0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0028.See file dsdata.txt to determine how the superseded data were derived.
 HU0028
 HU0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ097109(NAD 83)
 HU0028_MARKER: DR = REFERENCE MARK DISK
 HU0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0028_SP_SET: CONC POST
 HU0028_STAMPING: HANGAR 2 NO 6 1969
 HU0028_MARK LOGO: CGS   
 HU0028_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0028+STABILITY: SURFACE MOTION
 HU0028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0028+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1996
 HU0028
 HU0028  HISTORY     - Date     Condition        Report By
 HU0028  HISTORY     - 1969     MONUMENTED       CGS
 HU0028  HISTORY     - 1979     GOOD             NGS
 HU0028  HISTORY     - 19910405 GOOD             USPSQD
 HU0028  HISTORY     - 19960930 GOOD             NJGS
 HU0028
 HU0028                          STATION DESCRIPTION
 HU0028
 HU0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HU0028'0.5 MI E FROM CAPE MAY.
 HU0028'LOCATED ON THE CAPE MAY COAST GUARD BASE, 1.6 FEET WEST OF
 HU0028'NORTHWEST CORNER OF EAST EXTENSION OF THE ADMINISTRATION BUILDING,
 HU0028'17 FEET SOUTH OF CENTER LINE OF SIDEWALK, 49 FEET EAST OF CENTER
 HU0028'LINE OF CONCRETE SIDEWALK TO REAR DOOR OF ADMINISTRATION BUILDING,
 HU0028'40.65 FEET SOUTHWEST OF TRIANGULATION STATION HANGAR 2 1969, AND
 HU0028'SET IN THE TOP OF A 12-INCH-DIAMETER, CONCRETE MONUMENT FLUSH WITH
 HU0028'LAWN.
 HU0028
 HU0028                          STATION RECOVERY (1979)
 HU0028
 HU0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HU0028'RECOVERED IN GOOD CONDITION.
 HU0028
 HU0028                          STATION RECOVERY (1991)
 HU0028
 HU0028'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 HU0028'RECOVERED IN GOOD CONDITION.
 HU0028
 HU0028                          STATION RECOVERY (1996)
 HU0028
 HU0028'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 HU0028'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1186 ***********************************************************************
 HU1186  DESIGNATION -  HANGER AZ MK
 HU1186  PID         -  HU1186
 HU1186  STATE/COUNTY-  NJ/CAPE MAY
 HU1186  USGS QUAD   -  CAPE MAY (1972)
 HU1186
 HU1186                         *CURRENT SURVEY CONTROL
 HU1186  ___________________________________________________________________
 HU1186* NAD 83(1986)-  38 56 52.     (N)    074 52 58.     (W)     SCALED    
 HU1186* NAVD 88     -         2.284  (meters)       7.49   (feet)  ADJUSTED  
 HU1186  ___________________________________________________________________
 HU1186  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU1186  DYNAMIC HT  -           2.283 (meters)       7.49  (feet)  COMP
 HU1186  MODELED GRAV-     980,048.3   (mgal)                       NAVD 88
 HU1186
 HU1186  VERT ORDER  -  FIRST     CLASS II
 HU1186
 HU1186.The horizontal coordinates were scaled from a topographic map and have
 HU1186.an estimated accuracy of +/- 6 seconds.
 HU1186
 HU1186.The orthometric height was determined by differential leveling
 HU1186.and adjusted by the National Geodetic Survey in June 1991..
 HU1186
 HU1186.The geoid height was determined by GEOID03.
 HU1186
 HU1186.The dynamic height is computed by dividing the NAVD 88
 HU1186.geopotential number by the normal gravity value computed on the
 HU1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1186.degrees latitude (g = 980.6199 gals.).
 HU1186
 HU1186.The modeled gravity was interpolated from observed gravity values.
 HU1186
 HU1186;                    North         East    Units  Estimated Accuracy
 HU1186;SPC NJ       -    12,770.      116,820.      MT  (+/- 180 meters Scaled)
 HU1186
 HU1186                          SUPERSEDED SURVEY CONTROL
 HU1186
 HU1186  NGVD 29 (01/10/92)    2.680  (m)            8.79   (f) ADJUSTED    1 2
 HU1186
 HU1186.Superseded values are not recommended for survey control.
 HU1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1186.See file dsdata.txt to determine how the superseded data were derived.
 HU1186
 HU1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ101109(NAD 83)
 HU1186_MARKER: DZ = AZIMUTH MARK DISK
 HU1186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU1186_SP_SET: CONCRETE FOUNDATION
 HU1186_STAMPING: HANGER 1932
 HU1186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1186
 HU1186  HISTORY     - Date     Condition        Report By
 HU1186  HISTORY     - 1962     MONUMENTED       CGS
 HU1186  HISTORY     - 1979     GOOD             NGS
 HU1186  HISTORY     - 19910405 MARK NOT FOUND   USPSQD
 HU1186
 HU1186                          STATION DESCRIPTION
 HU1186
 HU1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HU1186'IN SEWELL POINT.
 HU1186'IN SEWELL POINT, AT THE COAST GUARD STATION, TO REACH FROM THE MAIN
 HU1186'ENTRANCE TO THE ADMINSTRATION BUILDING, GO EAST ON PENNSYLVANIA
 HU1186'AVENUE FOR 0.20 MILE TO BUILDING NUMBER 120 ON THE LEFT, SET IN THE
 HU1186'CONCRETE FOUNDATION AT THE NORTHEAST CORNER OF THE BUILDING, 4 INCHES
 HU1186'NORTH OF THE NORTH WALL OF THE BUILDING.
 HU1186
 HU1186                          STATION RECOVERY (1991)
 HU1186
 HU1186'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 HU1186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU0023 ***********************************************************************
 HU0023  DESIGNATION -  HANGER RM 3
 HU0023  PID         -  HU0023
 HU0023  STATE/COUNTY-  NJ/CAPE MAY
 HU0023  USGS QUAD   -  CAPE MAY (1972)
 HU0023
 HU0023                         *CURRENT SURVEY CONTROL
 HU0023  ___________________________________________________________________
 HU0023* NAD 83(1986)-  38 56 52.     (N)    074 53 16.     (W)     SCALED    
 HU0023* NAVD 88     -         2.831  (meters)       9.29   (feet)  ADJUSTED  
 HU0023  ___________________________________________________________________
 HU0023  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU0023  DYNAMIC HT  -           2.829 (meters)       9.28  (feet)  COMP
 HU0023  MODELED GRAV-     980,048.3   (mgal)                       NAVD 88
 HU0023
 HU0023  VERT ORDER  -  SECOND    CLASS 0
 HU0023
 HU0023.The horizontal coordinates were scaled from a topographic map and have
 HU0023.an estimated accuracy of +/- 6 seconds.
 HU0023
 HU0023.The orthometric height was determined by differential leveling
 HU0023.and adjusted by the National Geodetic Survey in June 1991..
 HU0023
 HU0023.The geoid height was determined by GEOID03.
 HU0023
 HU0023.The dynamic height is computed by dividing the NAVD 88
 HU0023.geopotential number by the normal gravity value computed on the
 HU0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0023.degrees latitude (g = 980.6199 gals.).
 HU0023
 HU0023.The modeled gravity was interpolated from observed gravity values.
 HU0023
 HU0023;                    North         East    Units  Estimated Accuracy
 HU0023;SPC NJ       -    12,780.      116,390.      MT  (+/- 180 meters Scaled)
 HU0023
 HU0023                          SUPERSEDED SURVEY CONTROL
 HU0023
 HU0023  NGVD 29 (04/16/92)    3.226  (m)           10.58   (f) ADJUSTED    2 0
 HU0023
 HU0023.Superseded values are not recommended for survey control.
 HU0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0023.See file dsdata.txt to determine how the superseded data were derived.
 HU0023
 HU0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ097109(NAD 83)
 HU0023_MARKER: DR = REFERENCE MARK DISK
 HU0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0023_SP_SET: MANHOLE
 HU0023_STAMPING: HANGER NO 3 1932
 HU0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0023
 HU0023  HISTORY     - Date     Condition        Report By
 HU0023  HISTORY     - 1932     MONUMENTED       CGS
 HU0023  HISTORY     - 1961     GOOD             CGS
 HU0023  HISTORY     - 1967     GOOD             CGS
 HU0023  HISTORY     - 19910402 MARK NOT FOUND   USPSQD
 HU0023
 HU0023                          STATION DESCRIPTION
 HU0023
 HU0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HU0023'AT SEWALL POINT.
 HU0023'AT THE U.S. COAST GUARD RECEIVING CENTER, SET IN A DRILL HOLE IN
 HU0023'THE NORTHWEST CORNER OF A CONCRETE STORM DRAINAGE MANHOLE.  185
 HU0023'FEET SOUTH OF TRIANGULATION STATION HANGER, 75.6 FEET NORTHWEST OF
 HU0023'THE CENTER OF A WEATHER FLAG POLE AND 69.6 FEET NORTH OF THE
 HU0023'NORTH SIDE OF BUILDING NO. 24 ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 HU0023'GROUND.
 HU0023
 HU0023                          STATION RECOVERY (1967)
 HU0023
 HU0023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HU0023'RECOVERED IN GOOD CONDITION.
 HU0023
 HU0023                          STATION RECOVERY (1991)
 HU0023
 HU0023'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 HU0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU0024 ***********************************************************************
 HU0024  DESIGNATION -  HANGER RM 4 BM RESET
 HU0024  PID         -  HU0024
 HU0024  STATE/COUNTY-  NJ/CAPE MAY
 HU0024  USGS QUAD   -  CAPE MAY (1972)
 HU0024
 HU0024                         *CURRENT SURVEY CONTROL
 HU0024  ___________________________________________________________________
 HU0024* NAD 83(1986)-  38 56 52.     (N)    074 53 16.     (W)     SCALED    
 HU0024* NAVD 88     -         3.96   (+/-2cm)      13.0    (feet)  VERTCON   
 HU0024  ___________________________________________________________________
 HU0024  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU0024
 HU0024  VERT ORDER  -  THIRD (See Below)
 HU0024
 HU0024.The horizontal coordinates were scaled from a topographic map and have
 HU0024.an estimated accuracy of +/- 6 seconds.
 HU0024
 HU0024.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU0024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU0024.The vertical order pertains to the NGVD 29 superseded value.
 HU0024
 HU0024.The geoid height was determined by GEOID03.
 HU0024
 HU0024;                    North         East    Units  Estimated Accuracy
 HU0024;SPC NJ       -    12,780.      116,390.      MT  (+/- 180 meters Scaled)
 HU0024
 HU0024                          SUPERSEDED SURVEY CONTROL
 HU0024
 HU0024  NGVD 29 (??/??/??)    4.35   (m)           14.3    (f) RESET       3  
 HU0024
 HU0024.Superseded values are not recommended for survey control.
 HU0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0024.See file dsdata.txt to determine how the superseded data were derived.
 HU0024
 HU0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ097109(NAD 83)
 HU0024_MARKER: DR = REFERENCE MARK DISK
 HU0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0024_SP_SET: DOOR SLAB
 HU0024_STAMPING: HANGER NO 4 1932 BM RESET
 HU0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0024
 HU0024  HISTORY     - Date     Condition        Report By
 HU0024  HISTORY     - 1969     MONUMENTED       CGS
 HU0024  HISTORY     - 19910407 MARK NOT FOUND   USPSQD
 HU0024
 HU0024                          STATION DESCRIPTION
 HU0024
 HU0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HU0024'0.5 MI E FROM CAPE MAY.
 HU0024'LOCATED ON THE CAPE MAY COAST GUARD BASE, SET IN THE TOP OF A
 HU0024'CONCRETE SLAB AT THE DOUBLE DOORS TO BUILDING 225, 6 INCHES EAST
 HU0024'OF THE EAST FACE OF BUILDING 225 AND FLUSH WITH THE GROUND.
 HU0024
 HU0024                          STATION RECOVERY (1991)
 HU0024
 HU0024'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 HU0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5436 ***********************************************************************
 KV5436  DESIGNATION -  HANN
 KV5436  PID         -  KV5436
 KV5436  STATE/COUNTY-  NJ/MIDDLESEX
 KV5436  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5436
 KV5436                         *CURRENT SURVEY CONTROL
 KV5436  ___________________________________________________________________
 KV5436* NAD 83(1996)-  40 26 49.15079(N)    074 25 22.92184(W)     ADJUSTED  
 KV5436* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 KV5436  ___________________________________________________________________
 KV5436  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 KV5436  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV5436
 KV5436  HORZ ORDER  -  FIRST
 KV5436
 KV5436.The horizontal coordinates were established by classical geodetic methods
 KV5436.and adjusted by the National Geodetic Survey in September 1999..
 KV5436
 KV5436.The orthometric height was scaled from a topographic map.
 KV5436
 KV5436.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5436
 KV5436.The geoid height was determined by GEOID03.
 KV5436
 KV5436;                    North         East     Units Scale Factor Converg.
 KV5436;SPC NJ       -   179,145.174   156,528.729   MT  0.99990052   +0 02 59.8
 KV5436;SPC NJ       -   587,745.46    513,544.67   sFT  0.99990052   +0 02 59.8
 KV5436;UTM  18      - 4,477,530.069   548,927.163   MT  0.99962947   +0 22 27.5
 KV5436
 KV5436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5436!SPC NJ       -   1.00000158  x   0.99990052  =   0.99990210
 KV5436!UTM  18      -   1.00000158  x   0.99962947  =   0.99963105
 KV5436
 KV5436:                Primary Azimuth Mark                     Grid Az
 KV5436:SPC NJ       -  PISCATAWAY VILL WATER WKS TANK           015 20 21.3
 KV5436:UTM  18      -  PISCATAWAY VILL WATER WKS TANK           015 00 53.6
 KV5436
 KV5436|---------------------------------------------------------------------|
 KV5436| PID    Reference Object                     Distance      Geod. Az  |
 KV5436|                                                           dddmmss.s |
 KV5436| KV4891 PISCATAWAY VILL WATER WKS TANK      APPROX. 6.8 KM 0152321.1 |
 KV5436| KV4821 AIRWAY BEACON 74                    APPROX.12.7 KM 0285129.6 |
 KV5436| KV5459 RED DYE WORKS STACK                 APPROX. 4.2 KM 0335246.8 |
 KV5436| KV5461 SOUTH RIVER NATIONAL CORP CHIM      APPROX. 3.1 KM 0550440.2 |
 KV5436| KV5354 SAYREVILLE TALL TANK                APPROX. 6.7 KM 0733947.8 |
 KV5436| KV5329 DUPONT CO PROC DEPT BLDG CHIM       APPROX. 8.1 KM 0790228.8 |
 KV5436| KV5330 DUPONT CO TALLER CHIMNEY            APPROX. 8.1 KM 0800400.4 |
 KV5436| KV5328 DUPONT CO TANK                      APPROX. 8.3 KM 0813933.9 |
 KV5436| CB5993 HANN RM 1                            25.898 METERS 08247     |
 KV5436| KV5348 PARLIN HERCULES POWDER STACK        APPROX. 7.1 KM 0853209.5 |
 KV5436| KV5333 DAYTON HARDWOOD CO HALF TANK        APPROX. 9.2 KM 0902018.2 |
 KV5436| KV5464 SOUTH RIVER STANDPIPE               APPROX. 2.9 KM 1021700.3 |
 KV5436| CB5994 HANN RM 2                            12.431 METERS 22050     |
 KV5436| KV5414 MILLER                              APPROX. 4.8 KM 2585159.2 |
 KV5436| KV5434 MICHELIN RUBBER CO EAST STACK       APPROX. 1.3 KM 2833059.0 |
 KV5436| KV5439 AIRWAY BEACON 73                    APPROX. 3.4 KM 3001137.6 |
 KV5436| KV5476 NORTH NEW BRUNSWICK TWP TANK        APPROX. 4.1 KM 3102108.1 |
 KV5436| KV5438 MILLTOWN WATER TANK                 APPROX. 2.6 KM 3135559.0 |
 KV5436| KV5418 NEW BRUNSWICK CADGENE DYE TANK      APPROX. 5.7 KM 3170213.2 |
 KV5436| CB5995 HANN RM 3                            11.992 METERS 31853     |
 KV5436| KV5443 NEW BRUNSWICK GULBENK RUG TANK      APPROX. 4.3 KM 3260228.1 |
 KV5436| KV5442 NEW BRUNSWICK GULBENK RUG STK       APPROX. 4.3 KM 3260329.7 |
 KV5436| KV5415 NEW BRUNSWICK MACK TRUCK STACK      APPROX. 5.4 KM 3270928.8 |
 KV5436| KV5446 NEW BRUNSWICK NICKEL PLANT STK      APPROX. 3.3 KM 3272039.8 |
 KV5436| KV5450 NEW BRUNSWICK APLO CLOTHING TK      APPROX. 4.5 KM 3290602.5 |
 KV5436| KV5444 NEW BRUNSWICK SQUIBBS CO STACK      APPROX. 3.6 KM 3295046.6 |
 KV5436| KV5445 NEW BRUNSWICK SQUIBBS CO TANK       APPROX. 3.5 KM 3300502.2 |
 KV5436| KV5421 NEW BRUNSWICK SACRED HEART CH       APPROX. 4.7 KM 3385719.6 |
 KV5436|---------------------------------------------------------------------|
 KV5436
 KV5436                          SUPERSEDED SURVEY CONTROL
 KV5436
 KV5436  NAD 83(1996)-  40 26 49.15052(N)    074 25 22.92360(W) AD(       ) 1
 KV5436  NAD 83(1986)-  40 26 49.15152(N)    074 25 22.92394(W) AD(       ) 1
 KV5436  NAD 27      -  40 26 48.77300(N)    074 25 24.37900(W) AD(       ) 1
 KV5436
 KV5436.Superseded values are not recommended for survey control.
 KV5436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5436.See file dsdata.txt to determine how the superseded data were derived.
 KV5436
 KV5436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4892777530(NAD 83)
 KV5436_MARKER: DS = TRIANGULATION STATION DISK
 KV5436_SETTING: 0 = UNSPECIFIED SETTING
 KV5436
 KV5436  HISTORY     - Date     Condition        Report By
 KV5436  HISTORY     - 1932     MONUMENTED       CGS
 KV5436  HISTORY     - 1933     GOOD             CGS
 KV5436  HISTORY     - 1933     GOOD             CGS
 KV5436  HISTORY     - 1945     MARK NOT FOUND   CGS
 KV5436  HISTORY     - 1980     MARK NOT FOUND   LOCENG
 KV5436
 KV5436                          STATION DESCRIPTION
 KV5436
 KV5436'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5436'STATION IS APPROXIMATELY 3 MILES S OF THE RARITAN RIVER, JUST N
 KV5436'OF THE RARITAN RIVER RAILROAD ON THE E SIDE OF RIDERS ROAD IN THE
 KV5436'PLANT OF THE MILLTOWN MANUFACTURING COMPANY.  IT IS LOCATED N
 KV5436'OF BUILDING 3X NEAR TWO BRICK FOUNDATIONS.
 KV5436'
 KV5436'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK,
 KV5436'STAMPED HANN-1932 SET IN A DOME-TOPPED, PYRAMIDAL CONCRETE MONUMENT.
 KV5436'
 KV5436'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD C. AND G.S. BRONZE
 KV5436'REFERENCE DISKS SET IN SIMILAR MONUMENTS.
 KV5436'
 KV5436'REFERENCE MARK NO. 1 IS A 3-FOOT TRUNCATED-CONICAL MONUMENT
 KV5436'OF 12-INCH TOP DIAMETER, WITH THE NUMBER AND A REFERENCE CROSS
 KV5436'FILLED WITH NEAT BLACK CEMENT.
 KV5436'
 KV5436'THE LONGER BAR OF THE CROSS POINTS TOWARD THE STATION
 KV5436'MARK.  SHOULD A CROSS INTERSECTION BE SO DEFACED AS TO BE RENDERED
 KV5436'INDEFINITE THE EXACT REFERENCE-MARK CENTER MAY BE RECOVERED
 KV5436'BY COLD-CHISELLING ABOUT 1 INCH BELOW THE MONUMENT SURFACE TO A
 KV5436'1/4 INCH ROUND BRASS ROD WHICH EXTENDS VERTICALLY DOWNWARD 8
 KV5436'INCHES INTO THE MONUMENT.
 KV5436'
 KV5436'THE STATION WAS OCCUPIED ECCENTRICALLY USING A PLATFORM AND
 KV5436'INSTRUMENT SUPPORT BUILT OUT FROM THE SUPPORTING-FRAME OF A
 KV5436'NEARBY WATER TANK, DIRECTION TO STATION OBTAINED BY DIRECT
 KV5436'POINTINGS, THE ECCENTRIC DISTANCE DERIVED AS THE COMPUTED
 KV5436'SIDE-LENGTH OF A CLOSED TRIANGLE BASED ON A MEASURED GROUND
 KV5436'LENGTH LAID OUT FROM THE STATION MARK.
 KV5436'
 KV5436'AN OBSERVERS TOWER AT LEAST 70 FEET IN HEIGHT IS REQUIRED FOR
 KV5436'CENTRAL OCCUPANCY.
 KV5436'
 KV5436'HEIGHT OF LIGHT ABOVE STATION MARK 20 METERS.
 KV5436
 KV5436                          STATION RECOVERY (1933)
 KV5436
 KV5436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV5436'STATION WAS RECOVERED IN GOOD CONDITION,
 KV5436'WITH THE FOLLOWING EXCEPTIONS--
 KV5436'
 KV5436'TWO STANDARD C. AND C.S. BRONZE REFERENCE DISKS WERE SIMILARLY
 KV5436'SET AND STAMPED NO.2 AND NO.3.
 KV5436'
 KV5436'REFERENCE MARK NO.1 IS A STANDARD C. AND G.S. BRONZE REFERENCE
 KV5436'DISK SET FLUSH IN THE 12-INCH TOP OF A TRUNCATED-CONICAL CONCRETE
 KV5436'MONUMENT PROJECTING 3 INCHES ABOVE GROUND.
 KV5436'
 KV5436'THE LETTERS R 1 ARE INLAID WITH NEAT BLACK CEMENT ON TOP OF
 KV5436'THIS MONUMENT.
 KV5436
 KV5436                          STATION RECOVERY (1933)
 KV5436
 KV5436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HCW)
 KV5436'STATION IS LOCATED APPROXIMATELY 3 MILES S OF THE RARITAN RIVER,
 KV5436'JUST N OF THE RARITAN RIVER RAILROAD ON THE E SIDE OF THE RIDERS
 KV5436'ROAD NE OF THE PLANT OF THE MILLTOWN MANUFACTURING COMPANY (OIL
 KV5436'REFINERY).  STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE
 KV5436'STATION DISK STAMPED HANN 1932 SET IN A DOME-TOPPED, PYRAMIDAL
 KV5436'CONCRETE MONUMENT.  STATION IS 33.068 METERS NNE OF A 70-FOOT
 KV5436'WATER TANK ON THE GROUNDS OF THE MILLTOWN MANUFACTURING
 KV5436'COMPANY.  TANK WAS USED AS AN ECCENTRIC STATION IN 1932, 2.4
 KV5436'METERS E OF E EDGE OF BRICK WATER PIT.
 KV5436'
 KV5436'REFERENCE MARK NO. 1 IS 20 FEET NE OF 3 CYLINDRICAL BRICK OIL
 KV5436'TANKS.
 KV5436'
 KV5436'REFERENCE NO.2 IS 5 FEET SE OF TANGENT OF WATER TANK ON
 KV5436'GROUND.
 KV5436'
 KV5436'ALL REFERENCE MARKS ARE STANDARD BRONZE C. AND G. SURVEY
 KV5436'DISKS.  A 90-FOOT TOWER NEEDED TO CLEAR ALL LINES.
 KV5436
 KV5436                          STATION RECOVERY (1945)
 KV5436
 KV5436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (CHO)
 KV5436'LETTER DATED AUGUST 13, 1945, FROM THE CALVIN H. OBRIEN,
 KV5436'DUNELLEN, N.J.--
 KV5436'
 KV5436'REFERENCE MARK NO.2 AND REFERENCE MARK NO.3 WERE REMOVED DUE
 KV5436'TO GRADING OPERATIONS ON PROPERTY.
 KV5436
 KV5436                          STATION RECOVERY (1980)
 KV5436
 KV5436'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (FRP)
 KV5436'STATION GONE - NEW BUILDINGS.
 KV5436'
 KV5436'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI. S/RARITAN R.
 KV5436'N/O R.R.R.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4292 ***********************************************************************
 KV4292  DESIGNATION -  HARBOR LINE 1913 RM 20
 KV4292  PID         -  KV4292
 KV4292  STATE/COUNTY-  NJ/ESSEX
 KV4292  USGS QUAD   -  JERSEY CITY (1981)
 KV4292
 KV4292                         *CURRENT SURVEY CONTROL
 KV4292  ___________________________________________________________________
 KV4292* NAD 83(1996)-  40 42 23.88687(N)    074 07 15.93209(W)     ADJUSTED  
 KV4292* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4292  ___________________________________________________________________
 KV4292  LAPLACE CORR-           6.08  (seconds)                    DEFLEC99
 KV4292  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KV4292
 KV4292  HORZ ORDER  -  THIRD
 KV4292
 KV4292.The horizontal coordinates were established by classical geodetic methods
 KV4292.and adjusted by the National Geodetic Survey in September 1999..
 KV4292
 KV4292.The orthometric height was scaled from a topographic map.
 KV4292
 KV4292.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4292
 KV4292.The geoid height was determined by GEOID03.
 KV4292
 KV4292;                    North         East     Units Scale Factor Converg.
 KV4292;SPC NJ       -   208,041.397   182,017.237   MT  0.99991261   +0 14 49.6
 KV4292;SPC NJ       -   682,549.15    597,168.22   sFT  0.99991261   +0 14 49.6
 KV4292;SPC NY L     -    59,968.289   289,766.866   MT  0.99999802   -0 04 45.1
 KV4292;SPC NY L     -   196,745.96    950,676.79   sFT  0.99999802   -0 04 45.1
 KV4292;UTM  18      - 4,506,563.025   574,244.695   MT  0.99966785   +0 34 23.7
 KV4292
 KV4292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4292!SPC NJ       -   1.00000494  x   0.99991261  =   0.99991755
 KV4292!SPC NY L     -   1.00000494  x   0.99999802  =   1.00000296
 KV4292!UTM  18      -   1.00000494  x   0.99966785  =   0.99967279
 KV4292
 KV4292                          SUPERSEDED SURVEY CONTROL
 KV4292
 KV4292  NAD 83(1996)-  40 42 23.88676(N)    074 07 15.93221(W) AD(       ) 3
 KV4292  NAD 83(1996)-  40 42 23.88498(N)    074 07 15.93388(W) AD(       ) 3
 KV4292  NAD 83(1992)-  40 42 23.88447(N)    074 07 15.93457(W) AD(       ) 3
 KV4292  NAD 83(1986)-  40 42 23.88407(N)    074 07 15.93605(W) AD(       ) 3
 KV4292  NAD 27      -  40 42 23.51300(N)    074 07 17.42000(W) AD(       ) 3
 KV4292
 KV4292.Superseded values are not recommended for survey control.
 KV4292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4292.See file dsdata.txt to determine how the superseded data were derived.
 KV4292
 KV4292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7424506563(NAD 83)
 KV4292_MARKER: DS = TRIANGULATION STATION DISK
 KV4292_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV4292_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4292
 KV4292  HISTORY     - Date     Condition        Report By
 KV4292  HISTORY     - 1913     MONUMENTED       CGS
 KV4292
 KV4292                          STATION DESCRIPTION
 KV4292
 KV4292'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4292'ON THE W SHORE OF NEWARK BAY, ABOUT 3/8 MILE ABOVE THE LEHIGH
 KV4292'VALLEY AND PENNSYLVANIA RAILROAD BRIDGE, 1/4 MILE TO THE
 KV4292'SOUTHEASTWARD OF THE GROSS COMPANYS STACK, AND ABOUT 100 METERS
 KV4292'FROM A POND LYING TO THE SOUTHWESTWARD.
 KV4292'
 KV4292'THE STATION IS 10 METERS FROM HIGH-WATER MARK AND IS MARKED
 KV4292'BY A HARBOR LINE SURVEY BRASS PLATE CEMENTED IN A 3-INCH TILE
 KV4292'PIPE SET IN THE GROUND SO AS TO PROJECT 2 INCHES ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4346 ***********************************************************************
 KV4346  DESIGNATION -  HARBOR LINE 1913 RM 8
 KV4346  PID         -  KV4346
 KV4346  STATE/COUNTY-  NJ/HUDSON
 KV4346  USGS QUAD   -  JERSEY CITY (1981)
 KV4346
 KV4346                         *CURRENT SURVEY CONTROL
 KV4346  ___________________________________________________________________
 KV4346* NAD 83(1996)-  40 40 21.48092(N)    074 07 22.08349(W)     ADJUSTED  
 KV4346* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 KV4346  ___________________________________________________________________
 KV4346  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 KV4346  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KV4346
 KV4346  HORZ ORDER  -  THIRD
 KV4346
 KV4346.The horizontal coordinates were established by classical geodetic methods
 KV4346.and adjusted by the National Geodetic Survey in September 1999..
 KV4346
 KV4346.The orthometric height was scaled from a topographic map.
 KV4346
 KV4346.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4346
 KV4346.The geoid height was determined by GEOID03.
 KV4346
 KV4346;                    North         East     Units Scale Factor Converg.
 KV4346;SPC NJ       -   204,265.328   181,889.056   MT  0.99991251   +0 14 45.0
 KV4346;SPC NJ       -   670,160.50    596,747.68   sFT  0.99991251   +0 14 45.0
 KV4346;SPC NY L     -    56,192.686   289,617.174   MT  0.99999967   -0 04 49.2
 KV4346;SPC NY L     -   184,358.84    950,185.68   sFT  0.99999967   -0 04 49.2
 KV4346;UTM  18      - 4,502,787.213   574,138.028   MT  0.99966765   +0 34 18.2
 KV4346
 KV4346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4346!SPC NJ       -   1.00000400  x   0.99991251  =   0.99991651
 KV4346!SPC NY L     -   1.00000400  x   0.99999967  =   1.00000367
 KV4346!UTM  18      -   1.00000400  x   0.99966765  =   0.99967165
 KV4346
 KV4346                          SUPERSEDED SURVEY CONTROL
 KV4346
 KV4346  NAD 83(1996)-  40 40 21.48084(N)    074 07 22.08356(W) AD(       ) 3
 KV4346  NAD 83(1996)-  40 40 21.47599(N)    074 07 22.08699(W) AD(       ) 3
 KV4346  NAD 83(1992)-  40 40 21.47572(N)    074 07 22.08741(W) AD(       ) 3
 KV4346  NAD 83(1986)-  40 40 21.47938(N)    074 07 22.08483(W) AD(       ) 3
 KV4346  NAD 27      -  40 40 21.12000(N)    074 07 23.57000(W) AD(       ) 3
 KV4346
 KV4346.Superseded values are not recommended for survey control.
 KV4346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4346.See file dsdata.txt to determine how the superseded data were derived.
 KV4346
 KV4346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7413802787(NAD 83)
 KV4346_MARKER: DD = SURVEY DISK
 KV4346_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV4346_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4346
 KV4346  HISTORY     - Date     Condition        Report By
 KV4346  HISTORY     - 1913     MONUMENTED       CGS
 KV4346  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4346  HISTORY     - 20010319 MARK NOT FOUND   PORANY
 KV4346
 KV4346                          STATION DESCRIPTION
 KV4346
 KV4346'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4346'ON THE E SHORE OF NEWARK BAY, IN BAYONNE, ABOUT 200 METERS N OF
 KV4346'BRADYS DOCK AND 75 METERS FROM HIGH-WATER MARK, IN A FIELD IN
 KV4346'FRONT OF 28TH STREET.  THE STATION IS MARKED BY A HARBOR LINE
 KV4346'SURVEY BRASS PLATE CEMENTED IN THE TOP OF A 3-INCH TILE PIPE
 KV4346'AND SUNK TO THE GROUND LEVEL.
 KV4346
 KV4346                          STATION RECOVERY (1931)
 KV4346
 KV4346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4346'STATION REPORTED LOST.
 KV4346
 KV4346                          STATION RECOVERY (2001)
 KV4346
 KV4346'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV4346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4728 ***********************************************************************
 KV4728  DESIGNATION -  HARBOR LINE 1913 RM 26
 KV4728  PID         -  KV4728
 KV4728  STATE/COUNTY-  NJ/UNION
 KV4728  USGS QUAD   -  ELIZABETH (1995)
 KV4728
 KV4728                         *CURRENT SURVEY CONTROL
 KV4728  ___________________________________________________________________
 KV4728* NAD 83(1996)-  40 39 18.11771(N)    074 09 59.89785(W)     ADJUSTED  
 KV4728* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4728  ___________________________________________________________________
 KV4728  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 KV4728  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KV4728
 KV4728  HORZ ORDER  -  THIRD
 KV4728
 KV4728.The horizontal coordinates were established by classical geodetic methods
 KV4728.and adjusted by the National Geodetic Survey in September 1999..
 KV4728
 KV4728.The orthometric height was scaled from a topographic map.
 KV4728
 KV4728.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4728
 KV4728.The geoid height was determined by GEOID03.
 KV4728
 KV4728;                    North         East     Units Scale Factor Converg.
 KV4728;SPC NJ       -   202,296.008   178,190.376   MT  0.99990978   +0 13 01.9
 KV4728;SPC NJ       -   663,699.49    584,612.93   sFT  0.99990978   +0 13 01.9
 KV4728;SPC NY L     -    54,244.279   285,907.013   MT  1.00000067   -0 06 32.4
 KV4728;SPC NY L     -   177,966.44    938,013.26   sFT  1.00000067   -0 06 32.4
 KV4728;UTM  18      - 4,500,797.382   570,451.517   MT  0.99966109   +0 32 34.7
 KV4728
 KV4728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4728!SPC NJ       -   1.00000465  x   0.99990978  =   0.99991443
 KV4728!SPC NY L     -   1.00000465  x   1.00000067  =   1.00000532
 KV4728!UTM  18      -   1.00000465  x   0.99966109  =   0.99966573
 KV4728
 KV4728                          SUPERSEDED SURVEY CONTROL
 KV4728
 KV4728  NAD 83(1996)-  40 39 18.11768(N)    074 09 59.89783(W) AD(       ) 3
 KV4728  NAD 83(1986)-  40 39 18.11608(N)    074 09 59.89710(W) AD(       ) 3
 KV4728  NAD 27      -  40 39 17.74000(N)    074 10 01.37000(W) AD(       ) 3
 KV4728
 KV4728.Superseded values are not recommended for survey control.
 KV4728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4728.See file dsdata.txt to determine how the superseded data were derived.
 KV4728
 KV4728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7045200797(NAD 83)
 KV4728_MARKER: X = CHISELED CROSS
 KV4728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4728_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV4728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV4728+STABILITY: SURFACE MOTION
 KV4728
 KV4728  HISTORY     - Date     Condition        Report By
 KV4728  HISTORY     - 1913     MONUMENTED       CGS
 KV4728  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4728  HISTORY     - 20010315 MARK NOT FOUND   PORANY
 KV4728
 KV4728                          STATION DESCRIPTION
 KV4728
 KV4728'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4728'STATION IS ON THE W SIDE OF NEWARK BAY, AT ELIZABETHPORT, ABOUT
 KV4728'80 METERS FROM THE ABUTMENT OF NEW JERSEY CENTRAL RAILROAD
 KV4728'BRIDGE AND 15 METERS FROM A SMALL CREEK.  THE STATION IS
 KV4728'BETWEEN THE TWO MAIN TRACKS OF THE RAILROAD, AND IS MARKED BY A
 KV4728'CROSS ON THE TOP OF A SQUARE CONCRETE POST SUNK TO THE GROUND
 KV4728'LEVEL.
 KV4728
 KV4728                          STATION RECOVERY (1931)
 KV4728
 KV4728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4728'STATION REPORTED LOST.
 KV4728
 KV4728                          STATION RECOVERY (2001)
 KV4728
 KV4728'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV4728'RAILROAD BRIDGE DEMOLISHED AND TRACKS REMOVED AND GRADED DOWN FOR
 KV4728'TRUCK TERMINAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4735 ***********************************************************************
 KV4735  DESIGNATION -  HARBOR LINE 1913 RM 6
 KV4735  PID         -  KV4735
 KV4735  STATE/COUNTY-  NJ/HUDSON
 KV4735  USGS QUAD   -  ELIZABETH (1995)
 KV4735
 KV4735                         *CURRENT SURVEY CONTROL
 KV4735  ___________________________________________________________________
 KV4735* NAD 83(1996)-  40 39 44.66013(N)    074 07 50.26952(W)     ADJUSTED  
 KV4735* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 KV4735  ___________________________________________________________________
 KV4735  LAPLACE CORR-           5.39  (seconds)                    DEFLEC99
 KV4735  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KV4735
 KV4735  HORZ ORDER  -  THIRD
 KV4735
 KV4735.The horizontal coordinates were established by classical geodetic methods
 KV4735.and adjusted by the National Geodetic Survey in September 1999..
 KV4735
 KV4735.The orthometric height was scaled from a topographic map.
 KV4735
 KV4735.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4735
 KV4735.The geoid height was determined by GEOID03.
 KV4735
 KV4735;                    North         East     Units Scale Factor Converg.
 KV4735;SPC NJ       -   203,126.834   181,231.911   MT  0.99991200   +0 14 26.5
 KV4735;SPC NJ       -   666,425.29    594,591.69   sFT  0.99991200   +0 14 26.5
 KV4735;SPC NY L     -    55,057.851   288,953.501   MT  1.00000024   -0 05 07.6
 KV4735;SPC NY L     -   180,635.63    948,008.28   sFT  1.00000024   -0 05 07.6
 KV4735;UTM  18      - 4,501,645.280   573,487.528   MT  0.99966647   +0 33 59.4
 KV4735
 KV4735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4735!SPC NJ       -   1.00000385  x   0.99991200  =   0.99991585
 KV4735!SPC NY L     -   1.00000385  x   1.00000024  =   1.00000409
 KV4735!UTM  18      -   1.00000385  x   0.99966647  =   0.99967032
 KV4735
 KV4735                          SUPERSEDED SURVEY CONTROL
 KV4735
 KV4735  NAD 83(1996)-  40 39 44.66008(N)    074 07 50.26957(W) AD(       ) 3
 KV4735  NAD 83(1986)-  40 39 44.65883(N)    074 07 50.27006(W) AD(       ) 3
 KV4735  NAD 27      -  40 39 44.29000(N)    074 07 51.75000(W) AD(       ) 3
 KV4735
 KV4735.Superseded values are not recommended for survey control.
 KV4735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4735.See file dsdata.txt to determine how the superseded data were derived.
 KV4735
 KV4735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7348801645(NAD 83)
 KV4735_MARKER: DD = SURVEY DISK
 KV4735_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV4735_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4735
 KV4735  HISTORY     - Date     Condition        Report By
 KV4735  HISTORY     - 1913     MONUMENTED       CGS
 KV4735  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4735  HISTORY     - 20010319 MARK NOT FOUND   PORANY
 KV4735
 KV4735                          STATION DESCRIPTION
 KV4735
 KV4735'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4735'ON THE W OR NEWARK BAY SIDE OF BAYONNE, IN THE YARD OF THE
 KV4735'CHILDRENS HOME A SHORT DISTANCE S OF 16TH STREET AND BAYONNE
 KV4735'PARK.  THE STATION IS IN THE CENTER OF THE LAWN AND IS MARKED
 KV4735'BY A BRASS MARKER BEARING THE INSCRIPTION, HARBOR LINE
 KV4735'R.M. CEMENTED IN THE TOP OF A PIECE OF 3-INCH TILE PIPE AND SUNK
 KV4735'TO THE GROUND LEVEL.
 KV4735
 KV4735                          STATION RECOVERY (1931)
 KV4735
 KV4735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4735'STATION REPORTED LOST.
 KV4735
 KV4735                          STATION RECOVERY (2001)
 KV4735
 KV4735'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV4735'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4738 ***********************************************************************
 KV4738  DESIGNATION -  HARBOR LINE 1913 RM 4
 KV4738  PID         -  KV4738
 KV4738  STATE/COUNTY-  NJ/HUDSON
 KV4738  USGS QUAD   -  ELIZABETH (1995)
 KV4738
 KV4738                         *CURRENT SURVEY CONTROL
 KV4738  ___________________________________________________________________
 KV4738* NAD 83(1996)-  40 39 15.37304(N)    074 08 17.73053(W)     ADJUSTED  
 KV4738* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4738  ___________________________________________________________________
 KV4738  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 KV4738  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KV4738
 KV4738  HORZ ORDER  -  THIRD
 KV4738
 KV4738.The horizontal coordinates were established by classical geodetic methods
 KV4738.and adjusted by the National Geodetic Survey in September 1999..
 KV4738
 KV4738.The orthometric height was scaled from a topographic map.
 KV4738
 KV4738.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4738
 KV4738.The geoid height was determined by GEOID03.
 KV4738
 KV4738;                    North         East     Units Scale Factor Converg.
 KV4738;SPC NJ       -   202,220.837   180,590.638   MT  0.99991151   +0 14 08.4
 KV4738;SPC NJ       -   663,452.86    592,487.78   sFT  0.99991151   +0 14 08.4
 KV4738;SPC NY L     -    54,155.438   288,307.024   MT  1.00000071   -0 05 25.6
 KV4738;SPC NY L     -   177,674.97    945,887.29   sFT  1.00000071   -0 05 25.6
 KV4738;UTM  18      - 4,500,735.875   572,851.573   MT  0.99966533   +0 33 41.2
 KV4738
 KV4738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4738!SPC NJ       -   1.00000463  x   0.99991151  =   0.99991614
 KV4738!SPC NY L     -   1.00000463  x   1.00000071  =   1.00000534
 KV4738!UTM  18      -   1.00000463  x   0.99966533  =   0.99966996
 KV4738
 KV4738                          SUPERSEDED SURVEY CONTROL
 KV4738
 KV4738  NAD 83(1996)-  40 39 15.37301(N)    074 08 17.73056(W) AD(       ) 3
 KV4738  NAD 83(1986)-  40 39 15.37186(N)    074 08 17.73061(W) AD(       ) 3
 KV4738  NAD 27      -  40 39 15.00000(N)    074 08 19.21000(W) AD(       ) 3
 KV4738
 KV4738.Superseded values are not recommended for survey control.
 KV4738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4738.See file dsdata.txt to determine how the superseded data were derived.
 KV4738
 KV4738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7285200736(NAD 83)
 KV4738_MARKER: U = CONCRETE POST
 KV4738_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KV4738_SP_SET: OBJECT DRIVEN INTO GROUND
 KV4738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4738
 KV4738  HISTORY     - Date     Condition        Report By
 KV4738  HISTORY     - 1913     MONUMENTED       CGS
 KV4738  HISTORY     - 20010319 MARK NOT FOUND   PORANY
 KV4738
 KV4738                          STATION DESCRIPTION
 KV4738
 KV4738'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4738'ON THE W OR NEWARK BAY SHORE OF BAYONNE, ON THE TRACK OF THE
 KV4738'NEW JERSEY CENTRAL RAILROAD AND E OF THEIR BRIDGE OVER NEWARK
 KV4738'BAY.  THE POINT IS MARKED BY AN 8- BY 8-INCH CONCRETE POST SET
 KV4738'IN THE GROUND WITH ITS TOP FLUSH WITH THE GROUND.
 KV4738
 KV4738                          STATION RECOVERY (2001)
 KV4738
 KV4738'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV4738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4742 ***********************************************************************
 KV4742  DESIGNATION -  HARBOR LINE 1913 RM 24
 KV4742  PID         -  KV4742
 KV4742  STATE/COUNTY-  NJ/UNION
 KV4742  USGS QUAD   -  ELIZABETH (1995)
 KV4742
 KV4742                         *CURRENT SURVEY CONTROL
 KV4742  ___________________________________________________________________
 KV4742* NAD 83(1996)-  40 40 16.55605(N)    074 09 07.09894(W)     ADJUSTED  
 KV4742* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4742  ___________________________________________________________________
 KV4742  LAPLACE CORR-           5.80  (seconds)                    DEFLEC99
 KV4742  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KV4742
 KV4742  HORZ ORDER  -  THIRD
 KV4742
 KV4742.The horizontal coordinates were established by classical geodetic methods
 KV4742.and adjusted by the National Geodetic Survey in September 1999..
 KV4742
 KV4742.The orthometric height was scaled from a topographic map.
 KV4742
 KV4742.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4742
 KV4742.The geoid height was determined by GEOID03.
 KV4742
 KV4742;                    North         East     Units Scale Factor Converg.
 KV4742;SPC NJ       -   204,103.255   179,423.490   MT  0.99991065   +0 13 36.5
 KV4742;SPC NJ       -   669,628.76    588,658.57   sFT  0.99991065   +0 13 36.5
 KV4742;SPC NY L     -    56,044.639   287,150.508   MT  0.99999975   -0 05 57.8
 KV4742;SPC NY L     -   183,873.12    942,092.96   sFT  0.99999975   -0 05 57.8
 KV4742;UTM  18      - 4,502,611.163   571,674.030   MT  0.99966323   +0 33 09.7
 KV4742
 KV4742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4742!SPC NJ       -   1.00000464  x   0.99991065  =   0.99991529
 KV4742!SPC NY L     -   1.00000464  x   0.99999975  =   1.00000439
 KV4742!UTM  18      -   1.00000464  x   0.99966323  =   0.99966787
 KV4742
 KV4742                          SUPERSEDED SURVEY CONTROL
 KV4742
 KV4742  NAD 83(1996)-  40 40 16.55598(N)    074 09 07.09895(W) AD(       ) 3
 KV4742  NAD 83(1986)-  40 40 16.55413(N)    074 09 07.09910(W) AD(       ) 3
 KV4742  NAD 27      -  40 40 16.19000(N)    074 09 08.58000(W) AD(       ) 3
 KV4742
 KV4742.Superseded values are not recommended for survey control.
 KV4742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4742.See file dsdata.txt to determine how the superseded data were derived.
 KV4742
 KV4742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7167402611(NAD 83)
 KV4742_MARKER: DD = SURVEY DISK
 KV4742_SETTING: 0 = UNSPECIFIED SETTING
 KV4742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4742
 KV4742  HISTORY     - Date     Condition        Report By
 KV4742  HISTORY     - 1913     MONUMENTED       CGS
 KV4742  HISTORY     - 1932     GOOD             CGS
 KV4742  HISTORY     - 20010315 MARK NOT FOUND   PORANY
 KV4742
 KV4742                          STATION DESCRIPTION
 KV4742
 KV4742'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4742'STATION IS ON THE W SIDE OF NEWARK BAY, ABOUT 1-1/2 MILES ABOVE
 KV4742'THE NEW JERSEY CENTRAL RAILROAD BRIDGE, AND 3/8 MILE BELOW THE
 KV4742'MOUTH OF OYSTER CREEK.
 KV4742'
 KV4742'THE STATION IS MARKED BY A HARBOR LINE SURVEY BRASS PLATE
 KV4742'CEMENTED IN THE TOP OF A PYRAMIDAL CONCRETE BLOCK WHICH PROJECTS
 KV4742'12 INCHES ABOVE THE GROUND.
 KV4742
 KV4742                          STATION RECOVERY (1932)
 KV4742
 KV4742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4742'STATION RECOVERED IN GOOD CONDITION FROM THE ORIGINAL
 KV4742'DESCRIPTION.  A COMPLETE DESCRIPTION FOLLOWS--
 KV4742'
 KV4742'THIS STATION IS ON THE W SIDE OF NEWARK BAY, APPROXIMATELY
 KV4742'1-1/2 MILES N OF THE CENTRAL RAILROAD OF NEW JERSEY BRIDGE,
 KV4742'BETWEEN TWO SMALL CREEKS MAKING BACK INTO THE MEADOWS.
 KV4742'
 KV4742'STATION IS MARKED BY A BRASS DISK BEARING THE WORDS HARBOR
 KV4742'LINE R.M. CEMENTED IN THE TOP OF A PYRAMIDAL CONCRETE BLOCK 4
 KV4742'FEET LONG, BURIED UPRIGHT IN THE GROUND AND PROJECTING 12 INCHES
 KV4742'ABOVE THE SURFACE.
 KV4742
 KV4742                          STATION RECOVERY (2001)
 KV4742
 KV4742'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV4742'FORMER MARSHLANDS FILLED TO BUILD ELIZABETH PORT AUTHORITY MARINE
 KV4742'TERMINAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4755 ***********************************************************************
 KV4755  DESIGNATION -  HARBOR LINE 1913 RM 25
 KV4755  PID         -  KV4755
 KV4755  STATE/COUNTY-  NJ/UNION
 KV4755  USGS QUAD   -  ELIZABETH (1995)
 KV4755
 KV4755                         *CURRENT SURVEY CONTROL
 KV4755  ___________________________________________________________________
 KV4755* NAD 83(1996)-  40 39 48.88945(N)    074 09 37.53552(W)     ADJUSTED  
 KV4755* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4755  ___________________________________________________________________
 KV4755  LAPLACE CORR-           5.77  (seconds)                    DEFLEC99
 KV4755  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV4755
 KV4755  HORZ ORDER  -  THIRD
 KV4755
 KV4755.The horizontal coordinates were established by classical geodetic methods
 KV4755.and adjusted by the National Geodetic Survey in September 1999..
 KV4755
 KV4755.The orthometric height was scaled from a topographic map.
 KV4755
 KV4755.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4755
 KV4755.The geoid height was determined by GEOID03.
 KV4755
 KV4755;                    North         East     Units Scale Factor Converg.
 KV4755;SPC NJ       -   203,247.125   178,712.003   MT  0.99991014   +0 13 16.6
 KV4755;SPC NJ       -   666,819.94    586,324.30   sFT  0.99991014   +0 13 16.6
 KV4755;SPC NY L     -    55,192.497   286,434.094   MT  1.00000017   -0 06 17.8
 KV4755;SPC NY L     -   181,077.38    939,742.52   sFT  1.00000017   -0 06 17.8
 KV4755;UTM  18      - 4,501,751.213   570,967.599   MT  0.99966199   +0 32 49.6
 KV4755
 KV4755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4755!SPC NJ       -   1.00000496  x   0.99991014  =   0.99991510
 KV4755!SPC NY L     -   1.00000496  x   1.00000017  =   1.00000513
 KV4755!UTM  18      -   1.00000496  x   0.99966199  =   0.99966695
 KV4755
 KV4755                          SUPERSEDED SURVEY CONTROL
 KV4755
 KV4755  NAD 83(1996)-  40 39 48.88943(N)    074 09 37.53551(W) AD(       ) 3
 KV4755  NAD 83(1986)-  40 39 48.88774(N)    074 09 37.53520(W) AD(       ) 3
 KV4755  NAD 27      -  40 39 48.51000(N)    074 09 39.02000(W) AD(       ) 3
 KV4755
 KV4755.Superseded values are not recommended for survey control.
 KV4755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4755.See file dsdata.txt to determine how the superseded data were derived.
 KV4755
 KV4755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7096801751(NAD 83)
 KV4755_MARKER: DD = SURVEY DISK
 KV4755_SETTING: 0 = UNSPECIFIED SETTING
 KV4755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4755
 KV4755  HISTORY     - Date     Condition        Report By
 KV4755  HISTORY     - 1913     MONUMENTED       CGS
 KV4755  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4755  HISTORY     - 20010315 MARK NOT FOUND   PORANY
 KV4755
 KV4755                          STATION DESCRIPTION
 KV4755
 KV4755'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4755'ON THE W SHORE OF NEWARK BAY, ON MEADOWLAND, ABOUT 3/4 MILE
 KV4755'ABOVE THE NEW JERSEY CENTRAL RAILROAD BRIDGE.  A BRASS PLATE
 KV4755'BEARING THE INSCRIPTION HARBOR LINE R.M. MARKS THE POINT.  IT
 KV4755'IS CEMENTED IN THE TOP OF A PYRAMIDAL BLOCK OF CONCRETE SET IN
 KV4755'THE GROUND AND PROJECTING 18 INCHES ABOVE THE SURFACE.
 KV4755
 KV4755                          STATION RECOVERY (1931)
 KV4755
 KV4755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4755'STATION REPORTED LOST.
 KV4755
 KV4755                          STATION RECOVERY (2001)
 KV4755
 KV4755'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV4755'FORMER MARSHLANDS FILLED TO BUILD ELIZABETH PORT AUTHORITY MARINE
 KV4755'TERMINAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4763 ***********************************************************************
 KV4763  DESIGNATION -  HARBOR LINE 1913 RM 22
 KV4763  PID         -  KV4763
 KV4763  STATE/COUNTY-  NJ/ESSEX
 KV4763  USGS QUAD   -  ELIZABETH (1995)
 KV4763
 KV4763                         *CURRENT SURVEY CONTROL
 KV4763  ___________________________________________________________________
 KV4763* NAD 83(1996)-  40 41 41.74880(N)    074 08 24.94405(W)     ADJUSTED  
 KV4763* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV4763  ___________________________________________________________________
 KV4763  LAPLACE CORR-           6.04  (seconds)                    DEFLEC99
 KV4763  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KV4763
 KV4763  HORZ ORDER  -  THIRD
 KV4763
 KV4763.The horizontal coordinates were established by classical geodetic methods
 KV4763.and adjusted by the National Geodetic Survey in September 1999..
 KV4763
 KV4763.The orthometric height was scaled from a topographic map.
 KV4763
 KV4763.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4763
 KV4763.The geoid height was determined by GEOID03.
 KV4763
 KV4763;                    North         East     Units Scale Factor Converg.
 KV4763;SPC NJ       -   206,734.893   180,402.714   MT  0.99991137   +0 14 04.4
 KV4763;SPC NJ       -   678,262.73    591,871.24   sFT  0.99991137   +0 14 04.4
 KV4763;SPC NY L     -    58,670.889   288,144.789   MT  0.99999855   -0 05 30.3
 KV4763;SPC NY L     -   192,489.41    945,355.03   sFT  0.99999855   -0 05 30.3
 KV4763;UTM  18      - 4,505,247.677   572,638.030   MT  0.99966494   +0 33 38.2
 KV4763
 KV4763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4763!SPC NJ       -   1.00000511  x   0.99991137  =   0.99991648
 KV4763!SPC NY L     -   1.00000511  x   0.99999855  =   1.00000366
 KV4763!UTM  18      -   1.00000511  x   0.99966494  =   0.99967004
 KV4763
 KV4763                          SUPERSEDED SURVEY CONTROL
 KV4763
 KV4763  NAD 83(1996)-  40 41 41.74872(N)    074 08 24.94410(W) AD(       ) 3
 KV4763  NAD 83(1986)-  40 41 41.74668(N)    074 08 24.94553(W) AD(       ) 3
 KV4763  NAD 27      -  40 41 41.38000(N)    074 08 26.43000(W) AD(       ) 3
 KV4763
 KV4763.Superseded values are not recommended for survey control.
 KV4763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4763.See file dsdata.txt to determine how the superseded data were derived.
 KV4763
 KV4763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7263805248(NAD 83)
 KV4763_MARKER: DD = SURVEY DISK
 KV4763_SETTING: 0 = UNSPECIFIED SETTING
 KV4763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4763
 KV4763  HISTORY     - Date     Condition        Report By
 KV4763  HISTORY     - 1913     MONUMENTED       CGS
 KV4763  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4763  HISTORY     - 19940818 MARK NOT FOUND   USPSQD
 KV4763
 KV4763                          STATION DESCRIPTION
 KV4763
 KV4763'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4763'STATION IS ON THE W SHORE OF NEWARK BAY ABOUT 3/4 MILE ABOVE
 KV4763'THE MOUTH OF MAPLE CREEK AND A MILE BELOW THE LEHIGH VALLEY AND
 KV4763'PENNSYLVANIA RAILROAD BRIDGE.  THE STATION IS ABOUT 10 METERS
 KV4763'FROM THE SHORE AND IS MARKED BY A PYRAMIDAL BLOCK OF CONCRETE
 KV4763'WITH A HARBOR LINE SURVEY BRASS PLATE CEMENTED IN ITS TOP, WHICH
 KV4763'PROJECTS 18 INCHES ABOVE THE GROUND.  OWING TO THE RECENT
 KV4763'CONSTRUCTION OF A LARGE DOCK FOR THE PORT NEWARK TERMINAL AND
 KV4763'THE DREDGING OF A 21 FOOT CHANNEL ON ITS S SIDE, IT IS
 KV4763'POSSIBLE THAT THIS STATION HAS BEEN DESTROYED.
 KV4763
 KV4763                          STATION RECOVERY (1931)
 KV4763
 KV4763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4763'STATION REPORTED LOST.
 KV4763
 KV4763                          STATION RECOVERY (1994)
 KV4763
 KV4763'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4367 ***********************************************************************
 JU4367  DESIGNATION -  HARDING
 JU4367  PID         -  JU4367
 JU4367  STATE/COUNTY-  NJ/ATLANTIC
 JU4367  USGS QUAD   -  DOROTHY (1994)
 JU4367
 JU4367                         *CURRENT SURVEY CONTROL
 JU4367  ___________________________________________________________________
 JU4367* NAD 83(1996)-  39 28 18.23778(N)    074 49 10.89179(W)     ADJUSTED  
 JU4367* NAVD 88     -        23.5    (meters)      77.     (feet)  GPS OBS   
 JU4367  ___________________________________________________________________
 JU4367  X           -   1,291,008.137 (meters)                     COMP
 JU4367  Y           -  -4,758,162.129 (meters)                     COMP
 JU4367  Z           -   4,032,874.837 (meters)                     COMP
 JU4367  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 JU4367  ELLIP HEIGHT-         -10.30  (meters)          (10/23/02) GPS OBS
 JU4367  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JU4367
 JU4367  HORZ ORDER  -  FIRST
 JU4367  ELLP ORDER  -  FOURTH    CLASS I
 JU4367
 JU4367.The horizontal coordinates were established by GPS observations
 JU4367.and adjusted by the National Geodetic Survey in May 1999..
 JU4367
 JU4367.The orthometric height was determined by GPS observations and a
 JU4367.high-resolution geoid model.
 JU4367
 JU4367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4367
 JU4367.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4367
 JU4367.The ellipsoidal height was determined by GPS observations
 JU4367.and is referenced to NAD 83.
 JU4367
 JU4367.The geoid height was determined by GEOID03.
 JU4367
 JU4367;                    North         East     Units Scale Factor Converg.
 JU4367;SPC NJ       -    70,915.770   122,493.772   MT  0.99990931   -0 12 11.6
 JU4367;SPC NJ       -   232,662.82    401,881.65   sFT  0.99990931   -0 12 11.6
 JU4367;UTM  18      - 4,369,142.908   515,508.973   MT  0.99960296   +0 06 52.6
 JU4367
 JU4367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4367!SPC NJ       -   1.00000162  x   0.99990931  =   0.99991093
 JU4367!UTM  18      -   1.00000162  x   0.99960296  =   0.99960458
 JU4367
 JU4367                          SUPERSEDED SURVEY CONTROL
 JU4367
 JU4367  NAD 83(1992)-  39 28 18.22819(N)    074 49 10.89076(W) AD(       ) 1
 JU4367
 JU4367.Superseded values are not recommended for survey control.
 JU4367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4367.See file dsdata.txt to determine how the superseded data were derived.
 JU4367
 JU4367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1550969143(NAD 83)
 JU4367_MARKER: DD = SURVEY DISK
 JU4367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4367_SP_SET: CONCRETE POST
 JU4367_STAMPING: HARDING 1993
 JU4367_MARK LOGO: HAMTWP
 JU4367_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 JU4367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4367+STABILITY: SURFACE MOTION
 JU4367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4367+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JU4367
 JU4367  HISTORY     - Date     Condition        Report By
 JU4367  HISTORY     - 1993     MONUMENTED       HAMTWP
 JU4367
 JU4367                          STATION DESCRIPTION
 JU4367
 JU4367'DESCRIBED BY HAMILTON TOWNSHIP NEW JERSEY 1993
 JU4367'IN HAMILTON TOWNSHIP.  TO REACH FROM THE SOUTH JUNCTION OF STATE ROUTE
 JU4367'50 AND U.S. ROUTE 40 IN MAYS LANDING GO WEST ON U.S.ROUTE 40 FOR 7.8
 JU4367'KM (4.8 MI) TO THE STATION ON THE RIGHT.
 JU4367'THE STATION IS SET 20 CM BELOW GROUND AND IS LOCATED ABOUT 35 M
 JU4367'(114.8 FT) SOUTHEAST OF HOUSE NUMBER 6839,  1.89 M (6.20 FT) NORTHEST
 JU4367'OF THE NORTHEAST EDGE OF PAVEMENT ON ROUTE 40, 19.36 M (63.52 FT)
 JU4367'SOUTHEAST OF A NAIL IN POLE PN 23392, AND 9.08 M (29.79 FT) NORTHWEST
 JU4367'OF THE SOUTHWEST CORNER OF A CATCH BASIN GRATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5027 ***********************************************************************
 KV5027  DESIGNATION -  HARRISON A USSC 1944
 KV5027  PID         -  KV5027
 KV5027  STATE/COUNTY-  NJ/MONMOUTH
 KV5027  USGS QUAD   -  LONG BRANCH (1981)
 KV5027
 KV5027                         *CURRENT SURVEY CONTROL
 KV5027  ___________________________________________________________________
 KV5027* NAD 83(1996)-  40 20 36.62360(N)    074 05 38.99296(W)     ADJUSTED  
 KV5027* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5027  ___________________________________________________________________
 KV5027  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 KV5027  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV5027
 KV5027  HORZ ORDER  -  SECOND
 KV5027
 KV5027.The horizontal coordinates were established by classical geodetic methods
 KV5027.and adjusted by the National Geodetic Survey in September 1999..
 KV5027
 KV5027.The orthometric height was scaled from a topographic map.
 KV5027
 KV5027.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5027
 KV5027.The geoid height was determined by GEOID03.
 KV5027
 KV5027;                    North         East     Units Scale Factor Converg.
 KV5027;SPC NJ       -   167,731.902   184,478.160   MT  0.99991463   +0 15 45.8
 KV5027;SPC NJ       -   550,300.42    605,242.10   sFT  0.99991463   +0 15 45.8
 KV5027;UTM  18      - 4,466,277.937   576,933.512   MT  0.99967286   +0 35 11.2
 KV5027
 KV5027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5027!SPC NJ       -   1.00000467  x   0.99991463  =   0.99991930
 KV5027!UTM  18      -   1.00000467  x   0.99967286  =   0.99967753
 KV5027
 KV5027|---------------------------------------------------------------------|
 KV5027| PID    Reference Object                     Distance      Geod. Az  |
 KV5027|                                                           dddmmss.s |
 KV5027| KV5026 HARRISON USSC 1944                  281.672 METERS 06004     |
 KV5027| KV5028 COLES                               413.316 METERS 1695535.0 |
 KV5027|---------------------------------------------------------------------|
 KV5027
 KV5027                          SUPERSEDED SURVEY CONTROL
 KV5027
 KV5027  NAD 83(1986)-  40 20 36.62370(N)    074 05 38.98771(W) AD(       ) 2
 KV5027  NAD 27      -  40 20 36.22600(N)    074 05 40.47900(W) AD(       ) 2
 KV5027
 KV5027.Superseded values are not recommended for survey control.
 KV5027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5027.See file dsdata.txt to determine how the superseded data were derived.
 KV5027
 KV5027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7693466278(NAD 83)
 KV5027_MARKER: DD = SURVEY DISK
 KV5027_SETTING: 0 = UNSPECIFIED SETTING
 KV5027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5027
 KV5027  HISTORY     - Date     Condition        Report By
 KV5027  HISTORY     - 1944     MONUMENTED       USSC
 KV5027  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 KV5027  HISTORY     - 19970712 MARK NOT FOUND   USPSQD
 KV5027
 KV5027                          STATION DESCRIPTION
 KV5027
 KV5027'DESCRIBED BY US SUPREME COURT 1944 (LGS)
 KV5027'STATION IS LOCATED ABOUT 1.5 MILES W OF THE VILLAGE OF RED BANK,
 KV5027'ON THE GROUNDS OF THE EATONTOWN TESTING FIELD.  IT IS NEAR THE
 KV5027'CENTER OF THE W SECTION OF THE TESTING FIELD, 0.15 MILE N OF
 KV5027'TRIANGULATION STATION COLES.
 KV5027'
 KV5027'STATION MARK IS A BRASS DISK SET IN THE TOP OF A CONCRETE POST AND
 KV5027'HELD IN PLACE WITH 3 SCREWS.  THERE IS NO STAMPING ON THE DISK.
 KV5027'
 KV5027'THE POINT MEASURED AND OBSERVED WAS A SMALL INDENTATION IN
 KV5027'THE BRASS DISK.
 KV5027'
 KV5027'A BASE-LINE MEASUREMENT WAS MADE FROM HARRISON (U.S.S.C.) TO
 KV5027'THIS STATION.
 KV5027
 KV5027                          STATION RECOVERY (1995)
 KV5027
 KV5027'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5027'MARK NOT FOUND.
 KV5027
 KV5027                          STATION RECOVERY (1997)
 KV5027
 KV5027'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV5027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4707 ***********************************************************************
 KV4707  DESIGNATION -  HARRISON CHURCH SPIRE
 KV4707  PID         -  KV4707
 KV4707  STATE/COUNTY-  NJ/HUDSON
 KV4707  USGS QUAD   -  ELIZABETH (1995)
 KV4707
 KV4707                         *CURRENT SURVEY CONTROL
 KV4707  ___________________________________________________________________
 KV4707* NAD 83(1996)-  40 44 47.07565(N)    074 09 21.56888(W)     ADJUSTED  
 KV4707* NAVD 88     -                                                        
 KV4707  ___________________________________________________________________
 KV4707  LAPLACE CORR-           5.86  (seconds)                    DEFLEC99
 KV4707  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KV4707
 KV4707  HORZ ORDER  -  THIRD
 KV4707
 KV4707.The horizontal coordinates were established by classical geodetic methods
 KV4707.and adjusted by the National Geodetic Survey in September 1999..
 KV4707
 KV4707
 KV4707.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4707
 KV4707.The geoid height was determined by GEOID03.
 KV4707
 KV4707;                    North         East     Units Scale Factor Converg.
 KV4707;SPC NJ       -   212,445.756   179,050.998   MT  0.99991038   +0 13 28.3
 KV4707;SPC NJ       -   696,999.12    587,436.48   sFT  0.99991038   +0 13 28.3
 KV4707;SPC NY L     -    64,389.856   286,825.518   MT  0.99999653   -0 06 07.3
 KV4707;SPC NY L     -   211,252.39    941,026.72   sFT  0.99999653   -0 06 07.3
 KV4707;UTM  18      - 4,510,949.342   571,254.163   MT  0.99966249   +0 33 03.3
 KV4707
 KV4707                          SUPERSEDED SURVEY CONTROL
 KV4707
 KV4707  NAD 83(1996)-  40 44 47.07552(N)    074 09 21.56911(W) AD(       ) 4
 KV4707  NAD 83(1986)-  40 44 47.07331(N)    074 09 21.57280(W) AD(       ) 4
 KV4707  NAD 27      -  40 44 46.70900(N)    074 09 23.05200(W) AD(       ) 3
 KV4707
 KV4707.Superseded values are not recommended for survey control.
 KV4707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4707.See file dsdata.txt to determine how the superseded data were derived.
 KV4707
 KV4707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7125410949(NAD 83)
 KV4707_MARKER: 90 = CHURCH SPIRE
 KV4707
 KV4707  HISTORY     - Date     Condition        Report By
 KV4707  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4707
 KV4707                          STATION DESCRIPTION
 KV4707
 KV4707'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4139 ***********************************************************************
 KV4139  DESIGNATION -  HARRISON CLARK THREAD CHIMNEY
 KV4139  PID         -  KV4139
 KV4139  STATE/COUNTY-  NJ/HUDSON
 KV4139  USGS QUAD   -  ORANGE (1981)
 KV4139
 KV4139                         *CURRENT SURVEY CONTROL
 KV4139  ___________________________________________________________________
 KV4139* NAD 83(1996)-  40 45 07.99010(N)    074 09 43.45381(W)     ADJUSTED  
 KV4139* NAVD 88     -                                                        
 KV4139  ___________________________________________________________________
 KV4139  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 KV4139  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KV4139
 KV4139  HORZ ORDER  -  THIRD
 KV4139
 KV4139.The horizontal coordinates were established by classical geodetic methods
 KV4139.and adjusted by the National Geodetic Survey in September 1999..
 KV4139
 KV4139
 KV4139.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4139
 KV4139.The geoid height was determined by GEOID03.
 KV4139
 KV4139;                    North         East     Units Scale Factor Converg.
 KV4139;SPC NJ       -   213,088.846   178,535.139   MT  0.99991002   +0 13 14.2
 KV4139;SPC NJ       -   699,108.99    585,744.04   sFT  0.99991002   +0 13 14.2
 KV4139;SPC NY L     -    65,035.932   286,313.289   MT  0.99999635   -0 06 21.6
 KV4139;SPC NY L     -   213,372.05    939,346.18   sFT  0.99999635   -0 06 21.6
 KV4139;UTM  18      - 4,511,589.324   570,734.778   MT  0.99966158   +0 32 49.2
 KV4139
 KV4139                          SUPERSEDED SURVEY CONTROL
 KV4139
 KV4139  NAD 83(1996)-  40 45 07.99000(N)    074 09 43.45406(W) AD(       ) 4
 KV4139  NAD 83(1986)-  40 45 07.98804(N)    074 09 43.45754(W) AD(       ) 4
 KV4139  NAD 27      -  40 45 07.62700(N)    074 09 44.93500(W) AD(       ) 3
 KV4139
 KV4139.Superseded values are not recommended for survey control.
 KV4139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4139.See file dsdata.txt to determine how the superseded data were derived.
 KV4139
 KV4139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7073511589(NAD 83)
 KV4139_MARKER: 85 = CHIMNEY
 KV4139
 KV4139  HISTORY     - Date     Condition        Report By
 KV4139  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4139  HISTORY     - 20051014 POOR             GEOCAC
 KV4139
 KV4139                          STATION DESCRIPTION
 KV4139
 KV4139'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4139'THE PROMINENT CHIMNEY IS ON THE E BANK OF THE PASSAIC RIVER,
 KV4139'IN HARRISON AT THE NE CORNER OF PASSAIC AND CENTRAL AVENUES, IN
 KV4139'THE PLANT OF THE CLARK THREAD COMPANY, AT THE S SIDE OF THE
 KV4139'CENTRAL BOILER HOUSE.  IT IS A BELL-TOPPED, ROUND, RED BRICK
 KV4139'CHIMNEY, HAVING THE LETTERS O.N.T. INLAID IN WHITE BRICK ON
 KV4139'ITS S SIDE.
 KV4139'
 KV4139'THE STATION IS THE CHIMNEY TOP, 335 FEET ABOVE GROUND.
 KV4139
 KV4139                          STATION RECOVERY (2005)
 KV4139
 KV4139'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 KV4139'THE STACK IS LOCATED WITHIN A FACTORY COMPLEX EAST OF PASSAIC AVE,
 KV4139'WEST OF GRANT AVE, NORTH OF CENTRAL AVE AND SOUTH OF JOHNSTON STREET
 KV4139'IN HARRISON, NJ.  THE STACK APPEARS TO BE ABOUT 150 FEET SHORTER THAN
 KV4139'THE PREVIOULSY-DESCRIBED 335 FEET - USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4681 ***********************************************************************
 KV4681  DESIGNATION -  HARRISON GAS CO HUGE GAS TANK
 KV4681  PID         -  KV4681
 KV4681  STATE/COUNTY-  NJ/HUDSON
 KV4681  USGS QUAD   -  ELIZABETH (1995)
 KV4681
 KV4681                         *CURRENT SURVEY CONTROL
 KV4681  ___________________________________________________________________
 KV4681* NAD 83(1996)-  40 44 11.41186(N)    074 09 31.62733(W)     ADJUSTED  
 KV4681* NAVD 88     -                                                        
 KV4681  ___________________________________________________________________
 KV4681  LAPLACE CORR-           5.79  (seconds)                    DEFLEC99
 KV4681  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KV4681
 KV4681  HORZ ORDER  -  THIRD
 KV4681
 KV4681.The horizontal coordinates were established by classical geodetic methods
 KV4681.and adjusted by the National Geodetic Survey in September 1999..
 KV4681
 KV4681
 KV4681.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4681
 KV4681.The geoid height was determined by GEOID03.
 KV4681
 KV4681;                    North         East     Units Scale Factor Converg.
 KV4681;SPC NJ       -   211,344.824   178,819.323   MT  0.99991022   +0 13 21.6
 KV4681;SPC NJ       -   693,387.14    586,676.40   sFT  0.99991022   +0 13 21.6
 KV4681;SPC NY L     -    63,290.167   286,587.552   MT  0.99999686   -0 06 13.9
 KV4681;SPC NY L     -   207,644.49    940,245.99   sFT  0.99999686   -0 06 13.9
 KV4681;UTM  18      - 4,509,847.381   571,028.819   MT  0.99966210   +0 32 56.3
 KV4681
 KV4681                          SUPERSEDED SURVEY CONTROL
 KV4681
 KV4681  NAD 83(1996)-  40 44 11.41171(N)    074 09 31.62750(W) AD(       ) 4
 KV4681  NAD 83(1986)-  40 44 11.40961(N)    074 09 31.63125(W) AD(       ) 4
 KV4681  NAD 27      -  40 44 11.04600(N)    074 09 33.11400(W) AD(       ) 3
 KV4681
 KV4681.Superseded values are not recommended for survey control.
 KV4681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4681.See file dsdata.txt to determine how the superseded data were derived.
 KV4681
 KV4681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7102909847(NAD 83)
 KV4681_MARKER: 51 = TANK
 KV4681
 KV4681  HISTORY     - Date     Condition        Report By
 KV4681  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4681  HISTORY     - 1973     GOOD             NGS
 KV4681
 KV4681                          STATION DESCRIPTION
 KV4681
 KV4681'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4681'THE VERY PROMINENT GAS TANK ON THE N SIDE OF THE PASSAIC RIVER,
 KV4681'IN HARRISON ON THE W SIDE OF 4TH STREET, IN THE PLANT OF THE
 KV4681'HARRISON GAS COMPANY, RISING FROM THE GROUND APPROXIMATELY 920
 KV4681'FEET W OF THE CENTER LINE OF 4TH STREET.  IT IS KNOWN AS STORAGE
 KV4681'HOLDER NO.3, AND IS A BROWN, STEEL, GAS TANK HAVING NEWARK
 KV4681'LETTERED ACROSS THE TOP.  IT IS THE MOST PROMINENT LANDMARK IN
 KV4681'THE NEWARK VICINITY.
 KV4681'
 KV4681'THE STATION IS THE APEX OF ITS CONICAL-TOPPED CUPOLA, 377 FEET
 KV4681'ABOVE GROUND.
 KV4681
 KV4681                          STATION RECOVERY (1973)
 KV4681
 KV4681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 KV4681'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4144 ***********************************************************************
 KV4144  DESIGNATION -  HARRISON ST CELIA CHURCH CROSS
 KV4144  PID         -  KV4144
 KV4144  STATE/COUNTY-  NJ/HUDSON
 KV4144  USGS QUAD   -  ORANGE (1981)
 KV4144
 KV4144                         *CURRENT SURVEY CONTROL
 KV4144  ___________________________________________________________________
 KV4144* NAD 83(1996)-  40 45 22.88630(N)    074 09 15.13182(W)     ADJUSTED  
 KV4144* NAVD 88     -                                                        
 KV4144  ___________________________________________________________________
 KV4144  LAPLACE CORR-           5.92  (seconds)                    DEFLEC99
 KV4144  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV4144
 KV4144  HORZ ORDER  -  THIRD
 KV4144
 KV4144.The horizontal coordinates were established by classical geodetic methods
 KV4144.and adjusted by the National Geodetic Survey in September 1999..
 KV4144
 KV4144
 KV4144.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4144
 KV4144.The geoid height was determined by GEOID03.
 KV4144
 KV4144;                    North         East     Units Scale Factor Converg.
 KV4144;SPC NJ       -   213,550.892   179,197.647   MT  0.99991049   +0 13 32.7
 KV4144;SPC NJ       -   700,624.88    587,917.61   sFT  0.99991049   +0 13 32.7
 KV4144;SPC NY L     -    65,494.233   286,978.477   MT  0.99999623   -0 06 03.1
 KV4144;SPC NY L     -   214,875.66    941,528.55   sFT  0.99999623   -0 06 03.1
 KV4144;UTM  18      - 4,512,055.021   571,394.479   MT  0.99966274   +0 33 07.9
 KV4144
 KV4144                          SUPERSEDED SURVEY CONTROL
 KV4144
 KV4144  NAD 83(1996)-  40 45 22.88613(N)    074 09 15.13207(W) AD(       ) 4
 KV4144  NAD 83(1986)-  40 45 22.88219(N)    074 09 15.13513(W) AD(       ) 4
 KV4144  NAD 27      -  40 45 22.51900(N)    074 09 16.61500(W) AD(       ) 3
 KV4144
 KV4144.Superseded values are not recommended for survey control.
 KV4144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4144.See file dsdata.txt to determine how the superseded data were derived.
 KV4144
 KV4144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7139412055(NAD 83)
 KV4144_MARKER: 91 = CHURCH CROSS
 KV4144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4144+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 KV4144
 KV4144  HISTORY     - Date     Condition        Report By
 KV4144  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4144  HISTORY     - 20051014 GOOD             GEOCAC
 KV4144
 KV4144                          STATION DESCRIPTION
 KV4144
 KV4144'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4144'STATION IS E OF THE PASSAIC RIVER, IN HARRISON ON THE SE CORNER OF
 KV4144'HOYT AND KEARNY AVENUES, ON THE ST. CELIA CHURCH (A RED BRICK
 KV4144'STRUCTURE TRIMMED WITH WHITE BRICK AND ROOFED WITH BLUE SLATE),
 KV4144'ATOP THE TOWER RISING AT THE NW CORNER OF THE BUILDING.
 KV4144'
 KV4144'THE STATION IS THE BASE OF THE CROSS AT THE TOWER-APEX,
 KV4144'APPROXIMATELY 60 FEET ABOVE GROUND.
 KV4144
 KV4144                          STATION RECOVERY (2005)
 KV4144
 KV4144'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 KV4144'THE CHURCH IS ST CECILIA CATHOLIC CHURCH AND IS LOCATED AT 120 KEARNEY
 KV4144'AVE IN KEARNEY, NJ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5026 ***********************************************************************
 KV5026  DESIGNATION -  HARRISON USSC 1944
 KV5026  PID         -  KV5026
 KV5026  STATE/COUNTY-  NJ/MONMOUTH
 KV5026  USGS QUAD   -  LONG BRANCH (1981)
 KV5026
 KV5026                         *CURRENT SURVEY CONTROL
 KV5026  ___________________________________________________________________
 KV5026* NAD 83(1996)-  40 20 41.18050(N)    074 05 28.65032(W)     ADJUSTED  
 KV5026* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 KV5026  ___________________________________________________________________
 KV5026  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 KV5026  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV5026
 KV5026  HORZ ORDER  -  SECOND
 KV5026
 KV5026.The horizontal coordinates were established by classical geodetic methods
 KV5026.and adjusted by the National Geodetic Survey in September 1999..
 KV5026
 KV5026.The orthometric height was scaled from a topographic map.
 KV5026
 KV5026.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5026
 KV5026.The geoid height was determined by GEOID03.
 KV5026
 KV5026;                    North         East     Units Scale Factor Converg.
 KV5026;SPC NJ       -   167,873.568   184,721.586   MT  0.99991484   +0 15 52.5
 KV5026;SPC NJ       -   550,765.20    606,040.74   sFT  0.99991484   +0 15 52.5
 KV5026;UTM  18      - 4,466,420.942   577,176.076   MT  0.99967332   +0 35 17.9
 KV5026
 KV5026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5026!SPC NJ       -   1.00000185  x   0.99991484  =   0.99991669
 KV5026!UTM  18      -   1.00000185  x   0.99967332  =   0.99967517
 KV5026
 KV5026:                Primary Azimuth Mark                     Grid Az
 KV5026:SPC NJ       -  COLES                                    197 09 30.5
 KV5026:UTM  18      -  COLES                                    196 50 05.1
 KV5026
 KV5026|---------------------------------------------------------------------|
 KV5026| PID    Reference Object                     Distance      Geod. Az  |
 KV5026|                                                           dddmmss.s |
 KV5026| KV5028 COLES                               APPROX. 0.6 KM 1972523.0 |
 KV5026| KV5027 HARRISON A USSC 1944                281.672 METERS 24004     |
 KV5026|---------------------------------------------------------------------|
 KV5026
 KV5026                          SUPERSEDED SURVEY CONTROL
 KV5026
 KV5026  NAD 83(1986)-  40 20 41.18057(N)    074 05 28.64511(W) AD(       ) 2
 KV5026  NAD 27      -  40 20 40.78300(N)    074 05 30.13600(W) AD(       ) 2
 KV5026
 KV5026.Superseded values are not recommended for survey control.
 KV5026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5026.See file dsdata.txt to determine how the superseded data were derived.
 KV5026
 KV5026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7717666421(NAD 83)
 KV5026_MARKER: DD = SURVEY DISK
 KV5026_SETTING: 0 = UNSPECIFIED SETTING
 KV5026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5026
 KV5026  HISTORY     - Date     Condition        Report By
 KV5026  HISTORY     - 1944     MONUMENTED       USSC
 KV5026  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 KV5026  HISTORY     - 19970712 MARK NOT FOUND   USPSQD
 KV5026
 KV5026                          STATION DESCRIPTION
 KV5026
 KV5026'DESCRIBED BY US SUPREME COURT 1944 (LGS)
 KV5026'STATION IS LOCATED ABOUT 1.5 MILES W OF THE VILLAGE OF RED
 KV5026'BANK, ON THE GROUNDS OF THE EATONTOWN TESTING FIELD.  IT IS
 KV5026'ABOUT 0.2 MILE NE OF TRIANGULATION STATION COLES, 99 FEET S OF
 KV5026'THE APPROXIMATE CENTER LINE OF A MACADAM ROAD, AND 43 FEET W
 KV5026'OF PROPERTY LINE AND A N-S LINE OF TREES.
 KV5026'
 KV5026'STATION MARK IS A BRASS DISK SET IN THE TOP OF A CONCRETE
 KV5026'POST AND HELD IN PLACE WITH 3 SCREWS.  THERE IS NO STAMPING ON
 KV5026'THE DISK.
 KV5026'
 KV5026'THE POINT MEASURED AND OBSERVED WAS A SMALL INDENTATION IN
 KV5026'THE BRASS DISK.
 KV5026'
 KV5026'A BASE-LINE MEASUREMENT WAS MADE FROM THIS STATION TO HARRISON
 KV5026'A (U.S.S.C.).
 KV5026
 KV5026                          STATION RECOVERY (1995)
 KV5026
 KV5026'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5026'MARK NOT FOUND.
 KV5026
 KV5026                          STATION RECOVERY (1997)
 KV5026
 KV5026'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV5026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2806 ***********************************************************************
 KU2806  DESIGNATION -  HART
 KU2806  PID         -  KU2806
 KU2806  STATE/COUNTY-  NJ/MONMOUTH
 KU2806  USGS QUAD   -  SANDY HOOK (1981)
 KU2806
 KU2806                         *CURRENT SURVEY CONTROL
 KU2806  ___________________________________________________________________
 KU2806* NAD 83(1996)-  40 23 01.81303(N)    073 59 41.34284(W)     ADJUSTED  
 KU2806* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KU2806  ___________________________________________________________________
 KU2806  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 KU2806  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KU2806
 KU2806  HORZ ORDER  -  THIRD
 KU2806
 KU2806.The horizontal coordinates were established by classical geodetic methods
 KU2806.and adjusted by the National Geodetic Survey in September 1999..
 KU2806
 KU2806.The orthometric height was scaled from a topographic map.
 KU2806
 KU2806.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2806
 KU2806.The geoid height was determined by GEOID03.
 KU2806
 KU2806;                    North         East     Units Scale Factor Converg.
 KU2806;SPC NJ       -   172,253.275   192,892.771   MT  0.99992264   +0 19 38.3
 KU2806;SPC NJ       -   565,134.29    632,849.03   sFT  0.99992264   +0 19 38.3
 KU2806;UTM  18      - 4,470,845.714   585,320.441   MT  0.99968961   +0 39 04.7
 KU2806
 KU2806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2806!SPC NJ       -   1.00000484  x   0.99992264  =   0.99992748
 KU2806!UTM  18      -   1.00000484  x   0.99968961  =   0.99969445
 KU2806
 KU2806|---------------------------------------------------------------------|
 KU2806| PID    Reference Object                     Distance      Geod. Az  |
 KU2806|                                                           dddmmss.s |
 KU2806| CB6117 HART RM 1                            16.180 METERS 06457     |
 KU2806| KU2807 MC NICHOL 1934                      APPROX. 1.7 KM 1074232.9 |
 KU2806| KU2760 RUMSON W T COLEMAN WINDMILL         APPROX. 1.5 KM 1371825.8 |
 KU2806| KV4957 RUMSON INCINERATOR STACK            APPROX. 0.9 KM 2122211.9 |
 KU2806| CB6118 HART RM 2                             6.528 METERS 29333     |
 KU2806|---------------------------------------------------------------------|
 KU2806
 KU2806                          SUPERSEDED SURVEY CONTROL
 KU2806
 KU2806  NAD 83(1986)-  40 23 01.81355(N)    073 59 41.34147(W) AD(       ) 3
 KU2806  NAD 27      -  40 23 01.42100(N)    073 59 42.85000(W) AD(       ) 3
 KU2806
 KU2806.Superseded values are not recommended for survey control.
 KU2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2806.See file dsdata.txt to determine how the superseded data were derived.
 KU2806
 KU2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8532070846(NAD 83)
 KU2806_MARKER: DS = TRIANGULATION STATION DISK
 KU2806_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KU2806_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU2806
 KU2806  HISTORY     - Date     Condition        Report By
 KU2806  HISTORY     - 1934     MONUMENTED       CGS
 KU2806  HISTORY     - 1939     GOOD             CGS
 KU2806  HISTORY     - 19950717 MARK NOT FOUND   USPSQD
 KU2806
 KU2806                          STATION DESCRIPTION
 KU2806
 KU2806'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KU2806'LOCATED ON THE N BANK OF THE NAVESINK (NORTH BRANCH) RIVER ON
 KU2806'THE POINT KNOWN AS UPPER ROCKY POINT AND ON THE PROPERTY OF
 KU2806'B.M. HARTSHORNE.  LOCATED IN SAND 9 METERS FROM THE HIGH WATER
 KU2806'LINE, 2 METERS FROM AN OLD ROCK SEA WALL, AND AT THE FOOT OF A
 KU2806'STEEP SLOPE.
 KU2806'
 KU2806'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 KU2806'REFERENCE MARK NO.1 AND 2 ARE STANDARD
 KU2806'BRONZE DISKS SET IN CONCRETE.
 KU2806'
 KU2806'REFERENCE MARK NO.1 IS NNE OF THE STATION, BEHIND THE SEA
 KU2806'WALL ON THE HILLSIDE.
 KU2806'
 KU2806'REFERENCE MARK NO.2 IS NNW OF THE STATION IN THE SAND BEACH
 KU2806'AT THE WESTERLY END OF THE WALL.
 KU2806'
 KU2806'REACHED BY BOAT DIRECT TO STATION.
 KU2806'
 KU2806'ALL STATIONS VISIBLE FROM THE GROUND.
 KU2806
 KU2806                          STATION RECOVERY (1939)
 KU2806
 KU2806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (AN)
 KU2806'STATION AND REFERENCE MARK NO.2 WERE FOUND IN GOOD CONDITION.
 KU2806'
 KU2806'REFERENCE MARK NO.1 HAS BEEN WASHED OUT.  DISK WAS RECOVERED.
 KU2806'
 KU2806'REFERENCE MARK NO.1 WAS REPLACED TO NE OF STATION BEHIND
 KU2806'THE SEA WALL ON THE HILLSIDE.  IT IS 12.984 METERS NNE OF
 KU2806'STATION.  1.000 METER N OF SEA WALL.  2.000 METERS NW OF E END
 KU2806'OF SEAWALL.
 KU2806'
 KU2806'REFERENCE MARK NO.1 IS A STANDARD REFERENCE MARK DISK STAMPED
 KU2806'HART 1934 RESET NO.1 1939.
 KU2806
 KU2806                          STATION RECOVERY (1995)
 KU2806
 KU2806'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU2806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6760 ***********************************************************************
 KV6760  DESIGNATION -  HARTS 1
 KV6760  PID         -  KV6760
 KV6760  STATE/COUNTY-  NJ/MIDDLESEX
 KV6760  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6760
 KV6760                         *CURRENT SURVEY CONTROL
 KV6760  ___________________________________________________________________
 KV6760* NAD 83(1996)-  40 26 34.02443(N)    074 24 27.16744(W)     ADJUSTED  
 KV6760* NAVD 88     -        24.2    (meters)      79.     (feet)  GPS OBS   
 KV6760  ___________________________________________________________________
 KV6760  X           -   1,306,589.785 (meters)                     COMP
 KV6760  Y           -  -4,682,059.549 (meters)                     COMP
 KV6760  Z           -   4,115,521.148 (meters)                     COMP
 KV6760  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 KV6760  ELLIP HEIGHT-          -8.49  (meters)          (10/23/02) GPS OBS
 KV6760  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KV6760
 KV6760  HORZ ORDER  -  FIRST
 KV6760  ELLP ORDER  -  FOURTH    CLASS I
 KV6760
 KV6760.The horizontal coordinates were established by GPS observations
 KV6760.and adjusted by the National Geodetic Survey in May 1999..
 KV6760
 KV6760.The orthometric height was determined by GPS observations and a
 KV6760.high-resolution geoid model.
 KV6760
 KV6760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6760
 KV6760.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6760
 KV6760.The ellipsoidal height was determined by GPS observations
 KV6760.and is referenced to NAD 83.
 KV6760
 KV6760.The geoid height was determined by GEOID03.
 KV6760
 KV6760;                    North         East     Units Scale Factor Converg.
 KV6760;SPC NJ       -   178,679.903   157,842.946   MT  0.99990076   +0 03 35.9
 KV6760;SPC NJ       -   586,218.98    517,856.40   sFT  0.99990076   +0 03 35.9
 KV6760;UTM  18      - 4,477,072.370   550,243.637   MT  0.99963107   +0 23 03.6
 KV6760
 KV6760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6760!SPC NJ       -   1.00000133  x   0.99990076  =   0.99990209
 KV6760!UTM  18      -   1.00000133  x   0.99963107  =   0.99963240
 KV6760
 KV6760:                Primary Azimuth Mark                     Grid Az
 KV6760:SPC NJ       -  12 R 1                                   349 34 54.0
 KV6760:UTM  18      -  12 R 1                                   349 15 26.3
 KV6760
 KV6760|---------------------------------------------------------------------|
 KV6760| PID    Reference Object                     Distance      Geod. Az  |
 KV6760|                                                           dddmmss.s |
 KV6760| KV6742 12 R 1                              424.700 METERS 3493829.9 |
 KV6760|---------------------------------------------------------------------|
 KV6760
 KV6760                          SUPERSEDED SURVEY CONTROL
 KV6760
 KV6760  NAD 83(1996)-  40 26 34.02417(N)    074 24 27.16921(W) AD(       ) 1
 KV6760  NAD 83(1986)-  40 26 34.02399(N)    074 24 27.16964(W) AD(       ) 1
 KV6760
 KV6760.Superseded values are not recommended for survey control.
 KV6760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6760.See file dsdata.txt to determine how the superseded data were derived.
 KV6760
 KV6760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5024477072(NAD 83)
 KV6760_MARKER: DD = SURVEY DISK
 KV6760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6760_SP_SET: CONCRETE POST
 KV6760_STAMPING: HARTS 1
 KV6760_MARK LOGO: PSEG  
 KV6760_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6760+STABILITY: SURFACE MOTION
 KV6760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6760+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1992
 KV6760
 KV6760  HISTORY     - Date     Condition        Report By
 KV6760  HISTORY     - 1987     MONUMENTED       PSEG
 KV6760  HISTORY     - 19920214 GOOD
 KV6760
 KV6760                          STATION DESCRIPTION
 KV6760
 KV6760'DESCRIBED BY PUBLIC SERVICE E + G 1987
 KV6760'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP ON THE SOUTHEAST
 KV6760'SIDE OF HARTS LANE ON THE GROUNDS OF THE PUBLIC SERVICE ELECTRIC AND
 KV6760'GAS COMPANY HARTS LANE STATION.  TO REACH THE STATION FROM THE
 KV6760'INTERSECTION OF RYDERS LANE AND MILLTOWN ROAD GO EAST ON MILLTOWN
 KV6760'ROAD FOR 0.15 MI (0.24 KM) TO THE JUNCTION WITH HARTS LANE ON THE
 KV6760'LEFT.  TURN LEFT AND GO 0.85 MI (1.37 KM) NORTHEAST ON HARTS LANE TO
 KV6760'THE SUBSTATION AND THE STATION ON THE RIGHT SET IN THE LAWN IN FRONT
 KV6760'OF THE SUBSTATION.  THE STATION IS 41.0 FT (12.5 M) NORTHEAST FROM
 KV6760'THE CENTERLINE OF THE ENTRANCE DRIVE INTO THE SUBSTATION,  53.5 FT
 KV6760'(16.3 M) SOUTHEAST FROM THE CENTERLINE OF HARTS LANE AND 31.4 FT
 KV6760'(9.6 M) EAST SOUTHEAST FROM POLE NUMBER 431E.  THE STATION STAMPED
 KV6760'HARTS 1 IS A STANDARD PSEG COMPANY CONTROL SURVEY DISK SET IN THE TOP
 KV6760'OF A ROUND CONCRETE MONUMENT,  WHICH IS FLUSH WITH THE GROUND.
 KV6760
 KV6760                          STATION RECOVERY (1992)
 KV6760
 KV6760'RECOVERED 1992
 KV6760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0157 ***********************************************************************
 JU0157  DESIGNATION -  HARVEY CEDARS
 JU0157  PID         -  JU0157
 JU0157  STATE/COUNTY-  NJ/OCEAN
 JU0157  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0157
 JU0157                         *CURRENT SURVEY CONTROL
 JU0157  ___________________________________________________________________
 JU0157* NAD 83(1996)-  39 41 25.82409(N)    074 08 34.71948(W)     ADJUSTED  
 JU0157* NAVD 88     -         1.277  (meters)       4.19   (feet)  ADJUSTED  
 JU0157  ___________________________________________________________________
 JU0157  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 JU0157  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU0157  DYNAMIC HT  -           1.276 (meters)       4.19  (feet)  COMP
 JU0157  MODELED GRAV-     980,155.8   (mgal)                       NAVD 88
 JU0157
 JU0157  HORZ ORDER  -  SECOND
 JU0157  VERT ORDER  -  FIRST     CLASS II
 JU0157
 JU0157.The horizontal coordinates were established by classical geodetic methods
 JU0157.and adjusted by the National Geodetic Survey in September 1999..
 JU0157
 JU0157.The orthometric height was determined by differential leveling
 JU0157.and adjusted by the National Geodetic Survey in March 2005..
 JU0157
 JU0157.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0157
 JU0157.The geoid height was determined by GEOID03.
 JU0157
 JU0157.The dynamic height is computed by dividing the NAVD 88
 JU0157.geopotential number by the normal gravity value computed on the
 JU0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0157.degrees latitude (g = 980.6199 gals.).
 JU0157
 JU0157.The modeled gravity was interpolated from observed gravity values.
 JU0157
 JU0157;                    North         East     Units Scale Factor Converg.
 JU0157;SPC NJ       -    95,215.218   180,621.686   MT  0.99991154   +0 13 40.8
 JU0157;SPC NJ       -   312,385.26    592,589.65   sFT  0.99991154   +0 13 40.8
 JU0157;UTM  18      - 4,393,758.412   573,484.882   MT  0.99966648   +0 32 50.5
 JU0157
 JU0157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0157!SPC NJ       -   1.00000505  x   0.99991154  =   0.99991659
 JU0157!UTM  18      -   1.00000505  x   0.99966648  =   0.99967153
 JU0157
 JU0157:                Primary Azimuth Mark                     Grid Az
 JU0157:SPC NJ       -  HIGHPOINT WATER TANK                     019 53 12.5
 JU0157:UTM  18      -  HIGHPOINT WATER TANK                     019 34 02.8
 JU0157
 JU0157|---------------------------------------------------------------------|
 JU0157| PID    Reference Object                     Distance      Geod. Az  |
 JU0157|                                                           dddmmss.s |
 JU0157| JU2687 HIGHPOINT WATER TANK                APPROX. 2.0 KM 0200653.3 |
 JU0157| CB2058 HARVEY CEDARS RM 1 AZIMUTH                         0214106.8 |
 JU0157| JU0156 HARVEY CEDARS RM 4                   16.479 METERS 19230     |
 JU0157| CB2059 HARVEY CEDARS RM 2                   27.103 METERS 19755     |
 JU0157| JU0154 HARVEY CEDARS AZ MK                                2145105.4 |
 JU0157| JU0158 HARVEY CEDARS RM 5                    6.862 METERS 29131     |
 JU0157| AM6899 HARVEY CEDARS RM 3                   32.653 METERS 30404     |
 JU0157| JU2643 BARNEGAT WATER TANK                 APPROX. 9.9 KM 3170630.8 |
 JU0157| JU2692 CAMP WHALEN CUPOLA                  APPROX. 0.7 KM 3521955.3 |
 JU0157|---------------------------------------------------------------------|
 JU0157
 JU0157                          SUPERSEDED SURVEY CONTROL
 JU0157
 JU0157  NAD 83(1986)-  39 41 25.81551(N)    074 08 34.71192(W) AD(       ) 2
 JU0157  NAD 27      -  39 41 25.38140(N)    074 08 36.22400(W) AD(       ) 2
 JU0157  NAVD 88 (06/15/91)    1.313  (m)            4.31   (f) UNKNOWN     1 1
 JU0157  NGVD 29 (??/??/??)    1.696  (m)            5.56   (f) ADJUSTED    1 1
 JU0157
 JU0157.Superseded values are not recommended for survey control.
 JU0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0157.See file dsdata.txt to determine how the superseded data were derived.
 JU0157
 JU0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7348593758(NAD 83)
 JU0157_MARKER: DS = TRIANGULATION STATION DISK
 JU0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0157_STAMPING: HARVEY CEDARS 1932
 JU0157_MARK LOGO: CGS   
 JU0157_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0157+STABILITY: SURFACE MOTION
 JU0157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0157+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 JU0157
 JU0157  HISTORY     - Date     Condition        Report By
 JU0157  HISTORY     - 1932     MONUMENTED       CGS
 JU0157  HISTORY     - 1947     GOOD             NJGS
 JU0157  HISTORY     - 1950     GOOD             CGS
 JU0157  HISTORY     - 1962     GOOD             CGS
 JU0157  HISTORY     - 1962     GOOD             CGS
 JU0157  HISTORY     - 1964     GOOD             CGS
 JU0157  HISTORY     - 1964     GOOD             CGS
 JU0157  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU0157  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0157  HISTORY     - 1989     GOOD             USPSQD
 JU0157  HISTORY     - 20010606 GOOD             NJGS
 JU0157  HISTORY     - 20060421 GOOD             GEOCAC
 JU0157
 JU0157                          STATION DESCRIPTION
 JU0157
 JU0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU0157'STATION IS AT THE CENTER OF THE BASE OF THE HARVEY CEDARS COAST
 JU0157'GUARD STATION FLAGSTAFF STRUCTURE AT THE NE CORNER OF THE COAST
 JU0157'GUARD PROPERTY.  THE STATION IS 14 FEET S OF THE N FENCE, 15.2
 JU0157'FEET W OF THE E FENCE.  IT IS 8 FEET TO THE SE CORNER OF THE
 JU0157'FLAGPOLE STRUCTURE, 7 FEET TO THE SW CORNER, 6.9 FEET TO THE NW
 JU0157'CORNER, 7.7 FEET TO THE NE CORNER.  STATION IS 234 FEET FROM THE
 JU0157'CENTER LINE OF LONG BEACH BOULEVARD, 44.9 FEET TO NE CORNER
 JU0157'OF THE COAST GUARD BUILDING.  IT IS 3.8 MILES N OF BEACH
 JU0157'ARLINGTON.
 JU0157'
 JU0157'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU0157'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU0157'
 JU0157'REFERENCE MARK NO.2 IS 89 FEET S OF THE STATION, 1 FOOT W OF
 JU0157'THE FENCE ON THE E SIDE OF THE COAST GUARD STATION.  REFERENCE
 JU0157'MARK NO.3 IS 101.70 FEET FROM THE STATION AND 1 FOOT FROM THE
 JU0157'FENCE POST AT THE N ENTRANCE TO THE COAST GUARD STATION.
 JU0157'REFERENCE MARK NO.1 IS 0.2 MILE N OF THE STATION ON THE E SIDE OF
 JU0157'LONG BEACH BOULEVARD.
 JU0157'
 JU0157'HEIGHT OF SIGNAL ABOVE STATION MARK - 6 METERS.
 JU0157
 JU0157                          STATION RECOVERY (1947)
 JU0157
 JU0157'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1947 (DLS)
 JU0157'RECOVERED STATION IN GOOD CONDITION.  FLAGPOLE IS DEMOLISHED BUT
 JU0157'FOOTINGS ARE STILL THERE.  REFERENCE MARKS 1, 2, AND 3 WERE NOT
 JU0157'FOUND AFTER A SHORT SEARCH.
 JU0157'
 JU0157'THE CUPOLA AT THE COAST GUARD STATION IS STILL SATISFACTORY.
 JU0157
 JU0157                          STATION RECOVERY (1950)
 JU0157
 JU0157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU0157'STATION WAS RECOVERED IN GOOD CONDITION NEAR THE CENTER OF A
 JU0157'DEMOLISHED FLAG STAFF STRUCTURE.  IT IS 44.9 FEET NE OF THE NE
 JU0157'CORNER OF THE ABANDONED HARVEY CEDARS COAST GUARD STATION, 52.0
 JU0157'FEET S OF CAPE MAY AVENUE, AND 225 FEET E OF THE CENTER LINE OF
 JU0157'LONG BEACH BOULEVARD.
 JU0157'
 JU0157'REFERENCE MARKS 1, 2, AND 3 WERE NOT RECOVERED AFTER A ONE-HOUR
 JU0157'SEARCH BY TWO MEN.
 JU0157
 JU0157                          STATION RECOVERY (1962)
 JU0157
 JU0157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU0157'STATION MARK AND RM 3 WERE RECOVERED IN GOOD CONDITION.  A HOLE
 JU0157'WAS DUG TO 3 FEET AT THE ANGLE AND DISTANCE GIVEN TO RM 2
 JU0157'WITHOUT RESULTS.  IN THE VICINITY OF RM 1 (AZIMUTH MARK) THE
 JU0157'BEACH HAS BEEN WASHED AWAY TO A DEPTH OF SEVERAL FEET, AND
 JU0157'BULLDOZERS ARE NOW FILLING THE GAP.
 JU0157'
 JU0157'THE FORMER COAST GUARD BUILDING IS NOW THE LONG BEACH ISLAND
 JU0157'FISH CLUB.  STATION MARK WAS FOUND 1 FOOT BELOW THE SURFACE AT THE
 JU0157'EDGE OF A DRIVEWAY.  IT IS 39.7 FEET NORTHEAST OF THE CORNER OF
 JU0157'THE CONCRETE PORCH OF THE FISH CLUB, 23.5 FEET NORTHWEST OF THE
 JU0157'NORTHWEST CORNER OF THE BUILDING EAST OF THE FISH CLUB, 14.8
 JU0157'FEET SOUTH OF THE EAST GATEPOST OF THE NORTH ENTRANCE TO THE
 JU0157'GROUNDS AND 13.9 FEET WEST OF THE EAST FENCE.
 JU0157'
 JU0157'RM 3 IS 1.3 FEET BENEATH THE SURFACE, 30.2 FEET NORTHWEST OF THE
 JU0157'NORTHWEST CORNER OF THE FISH CLUB, 2.4 FEET SOUTH OF THE 6TH
 JU0157'FENCE POST EAST OF THE WEST CORNER OF THE FENCE AND 2.3 FEET
 JU0157'INSIDE THE FENCE ALONG CAPE MAY AVENUE.
 JU0157
 JU0157                          STATION RECOVERY (1962)
 JU0157
 JU0157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU0157'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 JU0157'1, 2, AND 3 COULD NOT BE FOUND AND SHOULD BE CONSIDERED
 JU0157'LOST.  REFERENCE MARKS 4, 5 AND AN AZIMUTH MARK WERE ESTABLISHED
 JU0157'AT THIS TIME.  THE FLAG TOWER MENTIONED IN THE OLD DESCRIPTION
 JU0157'HAS BEEN TORN DOWN AND THE COAST GUARD BUILDING IS NOW OWNED AND
 JU0157'USED BY THE LONG BEACH ISLAND FISHING CLUB.  A TOWER WAS BUILT
 JU0157'OVER REFERENCE MARK 5 AND OBSERVATIONS MADE FROM THERE.  IT
 JU0157'WAS IMPOSSIBLE TO BUILD OVER OLD STATION MARK DUE TO CONCRETE
 JU0157'SLABS AROUND THE MARK.
 JU0157'
 JU0157'A NEW DESCRIPTION FOLLOWS.
 JU0157'
 JU0157'THE STATION IS ON THE EAST SIDE OF LONG BEACH ISLAND ABOUT 250
 JU0157'FEET SOUTHEAST OF THE INTERSECTION OF LONG BEACH BOULEVARD AND
 JU0157'CAPE MAY AVENUE, ON PROPERTY OF THE LONG BEACH ISLAND FISHING
 JU0157'CLUB.  IT IS 30 FEET SOUTHEAST OF A WITNESS POST, 13.5 FEET
 JU0157'SOUTHWEST OF THE EAST OF TWO CONCRETE GATE POSTS, 23.5 FEET WEST
 JU0157'OF THE NORTH CORNER OF A HOUSE, 40 FEET NORTHEAST OF A WATER
 JU0157'PUMP, 44.6 FEET EAST OF THE NORTH CORNER OF THE FISHING CLUB
 JU0157'HOUSE AND 59 FEET SOUTHWEST OF THE CENTERLINE OF CAPE MAY
 JU0157'AVENUE.  THE MONUMENT IS 1 FOOT UNDERGROUND AND THE DISK IS
 JU0157'STAMPED HARVEY CEDARS 1932.  NOTES--1A 7A
 JU0157'
 JU0157'TO REACH FROM THE INTERSECTIONS OF STATE HIGHWAY 72 AND LONG
 JU0157'BEACH BOULEVARD WHERE HIGHWAY 72 ENDS, GO NORTHEAST ON LONG
 JU0157'BEACH BOULEVARD FOR 3.15 MILES TO THE AZIMUTH MARK ON THE
 JU0157'RIGHT.  CONTINUE NORTHEAST ON LONG BEACH BOULEVARD FOR 0.3
 JU0157'MILE TO A CROSS STREET.  (CAPE MAY AVENUE) TURN RIGHT AND GO
 JU0157'SOUTHEAST ON CAPE MAY AVENUE FOR ABOUT 250 FEET TO THE STATION
 JU0157'ON THE RIGHT.
 JU0157'
 JU0157'REFERENCE MARK 4 IS 6 INCHES WEST OF A PIPE FENCE, 13.5 FEET
 JU0157'SOUTHWEST OF THE SOUTH CORNER OF A HOUSE AND 51 FEET EAST OF THE
 JU0157'SOUTH CORNER OF THE CLUBHOUSE.  THE MONUMENT PROJECTS 2 INCHES
 JU0157'AND THE DISK IS STAMPED HARVEY CEDARS NO 4 1932.
 JU0157'
 JU0157'REFERENCE MARK 5 IS 18 FEET SOUTH OF THE WITNESS POST, 27 FEET
 JU0157'NORTHEAST OF THE NORTH CORNER OF THE CLUBHOUSE, 38 FEET NORTHEAST
 JU0157'OF A WATER PUMP, 46 FEET NORTHWEST OF THE NORTH CORNER OF A
 JU0157'HOUSE AND 62 FEET SOUTHWEST OF THE CENTERLINE OF CAPE MAY
 JU0157'AVENUE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HARVEY
 JU0157'CEDARS NO 5 1932.
 JU0157'
 JU0157'THE AZIMUTH MARK IS 2 FEET SOUTHEAST OF POWER POLE NO. P-16056,
 JU0157'3 FEET SOUTHEAST OF A WITNESS POST AND 32 FEET SOUTHEAST OF THE
 JU0157'CENTERLINE OF LONG BEACH BOULEVARD.  THE MONUMENT PROJECTS 6
 JU0157'INCHES AND THE DISK IS STAMPED HARVEY CEDARS 1932.
 JU0157'
 JU0157'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU0157
 JU0157                          STATION RECOVERY (1964)
 JU0157
 JU0157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 JU0157'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 4 AND 5 WERE
 JU0157'RECOVERED AND IN GOOD CONDITION.  THE 1962 DESCRIPTION IS ADEQUATE.
 JU0157
 JU0157                          STATION RECOVERY (1964)
 JU0157
 JU0157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0157'AT HARVEY CEDARS.
 JU0157'ON LONG BEACH ISLAND, AT HARVEY CEDARS, ON GROUNDS OF THE LONG
 JU0157'BEACH ISLAND FISHING CLUB, 40.0 FEET EAST OF THE EAST PORCH
 JU0157'CORNER OF THE CLUBHOUSE, 40.8 FEET EAST-NORTHEAST OF A WATER
 JU0157'PUMP, 55.0 FEET SOUTHWEST OF THE CENTER LINE OF CAPE MAY AVENUE,
 JU0157'14.6 FEET SOUTHWEST OF THE SOUTH CORNER OF THE SOUTHEAST CONCRETE
 JU0157'BLOCK GATEPOST, 14.0 FEET NORTHWEST OF A FENCE, 23.5 FEET
 JU0157'EAST-SOUTHEAST OF HARVEY CEDARS R M 5 DESCRIBED, 61.73 FEET
 JU0157'NORTH-NORTHEAST OF HARVEY CEDARS R M 4 DESCRIBED, ABOUT 1 FOOT
 JU0157'BELOW THE LEVEL OF THE AVENUE AND SET IN THE TOP OF A CONCRETE
 JU0157'POST THAT IS ABOUT 1 FOOT BELOW THE LEVEL OF THE GROUND.
 JU0157'NOTE-- ALSO ABOUT 2.35 MILES NORTHEAST ALONG LONG BEACH BOULEVARD
 JU0157'FROM THE SURF CITY BOROUGH HALL.
 JU0157
 JU0157                          STATION RECOVERY (1984)
 JU0157
 JU0157'RECOVERY NOTE BY US POWER SQUADRON 1984 (AWT)
 JU0157'STATION NOT RECOVERED IT IS BURIED UNDER A HARD CLAY AND GRAVEL
 JU0157'DRIVEWAY.  IT IS PROBABLY IN GOOD CONDITION, BUT MAY TAKE EXCAVATION
 JU0157'TO LOCATE IT.  RM 4 RECOVERED AS DESCRIBED.
 JU0157'RM 5 RECOVERED AS DESCRIBED.
 JU0157'AZIMUTH MARK NOT RECOVERED.  POLE P-16056 IS A NEWLY SET POLE.
 JU0157'WITNESS POST REMAINS.  MARK PROBABLY DISSAPEARED AT TIME OF
 JU0157'SETTING NEW POLE.
 JU0157
 JU0157                          STATION RECOVERY (1987)
 JU0157
 JU0157'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0157'MARK NOT FOUND.
 JU0157
 JU0157                          STATION RECOVERY (1989)
 JU0157
 JU0157'RECOVERY NOTE BY US POWER SQUADRON 1989 (KLB)
 JU0157'RECOVERED IN GOOD CONDITION.
 JU0157
 JU0157                          STATION RECOVERY (2001)
 JU0157
 JU0157'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0157'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 JU0157'16.6 M (54.5 FT) NORTH FROM HARVEY CEDARS RM 4, 6.95 M (22.80 FT) EAST
 JU0157'FROM HARVEY CEDARS RM 5, 16.4 M (53.8 FT) SOUTH FROM THE CENTERLINE OF
 JU0157'CAPE MAY AVENUE, 13.6 M (44.6 FT) EAST NORTHEAST FROM THE SOUTHEAST
 JU0157'CORNER OF THE LONG BEACH ISLAND FISHING CLUB, 7.1 M (23.3 FT) WEST
 JU0157'FROM THE NORTHWEST CORNER OF A TWO AND ONE HALF STORY FRAME DWELLING,
 JU0157'HOUSE NUMBER 10, JUST EAST OF THE FISHING CLUB PROPERTY, 0.3 M (1.0
 JU0157'FT) WEST FROM A CORPS OF ENGINEERS CARSONITE WITNESS POST AND 4.0 M
 JU0157'(13.1 FT) WEST FROM A ROW OF TALL PINE TREES. THE STATION IS SET ABOUT
 JU0157'1.0 FT (0.3 M) BELOW THE GROUND.
 JU0157
 JU0157                          STATION RECOVERY (2006)
 JU0157
 JU0157'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0154 ***********************************************************************
 JU0154  DESIGNATION -  HARVEY CEDARS AZ MK
 JU0154  PID         -  JU0154
 JU0154  STATE/COUNTY-  NJ/OCEAN
 JU0154  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0154
 JU0154                         *CURRENT SURVEY CONTROL
 JU0154  ___________________________________________________________________
 JU0154* NAD 83(1986)-  39 41 16.     (N)    074 08 43.     (W)     SCALED    
 JU0154* NAVD 88     -         1.579  (meters)       5.18   (feet)  ADJUSTED  
 JU0154  ___________________________________________________________________
 JU0154  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU0154  DYNAMIC HT  -           1.579 (meters)       5.18  (feet)  COMP
 JU0154  MODELED GRAV-     980,155.6   (mgal)                       NAVD 88
 JU0154
 JU0154  VERT ORDER  -  FIRST     CLASS I
 JU0154
 JU0154.The horizontal coordinates were scaled from a topographic map and have
 JU0154.an estimated accuracy of +/- 6 seconds.
 JU0154
 JU0154.The orthometric height was determined by differential leveling
 JU0154.and adjusted by the National Geodetic Survey in June 1991..
 JU0154
 JU0154.The geoid height was determined by GEOID03.
 JU0154
 JU0154.The dynamic height is computed by dividing the NAVD 88
 JU0154.geopotential number by the normal gravity value computed on the
 JU0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0154.degrees latitude (g = 980.6199 gals.).
 JU0154
 JU0154.The modeled gravity was interpolated from observed gravity values.
 JU0154
 JU0154;                    North         East    Units  Estimated Accuracy
 JU0154;SPC NJ       -    94,910.      180,430.      MT  (+/- 180 meters Scaled)
 JU0154
 JU0154                          SUPERSEDED SURVEY CONTROL
 JU0154
 JU0154  NGVD 29 (??/??/??)    1.963  (m)            6.44   (f) ADJUSTED    1 1
 JU0154
 JU0154.Superseded values are not recommended for survey control.
 JU0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0154.See file dsdata.txt to determine how the superseded data were derived.
 JU0154
 JU0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ732934(NAD 83)
 JU0154_MARKER: DZ = AZIMUTH MARK DISK
 JU0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0154_STAMPING: HARVEY CEDARS 1932
 JU0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0154+STABILITY: SURFACE MOTION
 JU0154
 JU0154  HISTORY     - Date     Condition        Report By
 JU0154  HISTORY     - 1962     MONUMENTED       CGS
 JU0154  HISTORY     - 1964     GOOD             CGS
 JU0154  HISTORY     - 1983     GOOD             USPSQD
 JU0154  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0154  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU0154
 JU0154                          STATION DESCRIPTION
 JU0154
 JU0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0154'AT NORTH BEACH.
 JU0154'ON LONG BEACH ISLAND, AT NORTH BEACH, ABOUT 2.05 MILES NORTHEAST
 JU0154'ALONG LONG BEACH BOULEVARD FROM THE SURF CITY BOROUGH HALL, NEAR
 JU0154'THE INTERSECTION OF BERGEN AVENUE, 27.5 FEET SOUTHEAST OF THE
 JU0154'CENTER LINE OF THE BOULEVARD, 34.0 FEET SOUTHWEST OF THE CENTER
 JU0154'LINE OF THE AVENUE, 4.9 FEET NORTH OF POWER POLE P 16056, 3.0 FEET
 JU0154'NORTHEAST OF THE NORTHEAST END OF CURBING FOR A DRAIN, 2.0 FEET
 JU0154'NORTHWEST OF A METAL WITNESS POST, ABOUT 8 INCHES ABOVE THE LEVEL
 JU0154'OF THE BOULEVARD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU0154'1 FOOT.
 JU0154
 JU0154                          STATION RECOVERY (1983)
 JU0154
 JU0154'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU0154'RECOVERED IN GOOD CONDITION.
 JU0154
 JU0154                          STATION RECOVERY (1987)
 JU0154
 JU0154'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0154'MARK NOT FOUND.
 JU0154
 JU0154                          STATION RECOVERY (2001)
 JU0154
 JU0154'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0154'THE STATION WAS NOT RECOVERED AT THIS TIME. THE TIES FALL IN THE
 JU0154'ROADWAY PAVING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2693 ***********************************************************************
 JU2693  DESIGNATION -  HARVEY CEDARS CG CUPOLA
 JU2693  PID         -  JU2693
 JU2693  STATE/COUNTY-  NJ/OCEAN
 JU2693  USGS QUAD   -  SHIP BOTTOM (1972)
 JU2693
 JU2693                         *CURRENT SURVEY CONTROL
 JU2693  ___________________________________________________________________
 JU2693* NAD 83(1996)-  39 41 25.93653(N)    074 08 35.59047(W)     ADJUSTED  
 JU2693* NAVD 88     -                                                        
 JU2693  ___________________________________________________________________
 JU2693  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 JU2693  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU2693
 JU2693  HORZ ORDER  -  THIRD
 JU2693
 JU2693.The horizontal coordinates were established by classical geodetic methods
 JU2693.and adjusted by the National Geodetic Survey in September 1999..
 JU2693
 JU2693
 JU2693.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2693
 JU2693.The geoid height was determined by GEOID03.
 JU2693
 JU2693;                    North         East     Units Scale Factor Converg.
 JU2693;SPC NJ       -    95,218.603   180,600.921   MT  0.99991152   +0 13 40.3
 JU2693;SPC NJ       -   312,396.37    592,521.52   sFT  0.99991152   +0 13 40.3
 JU2693;UTM  18      - 4,393,761.680   573,464.104   MT  0.99966644   +0 32 49.9
 JU2693
 JU2693                          SUPERSEDED SURVEY CONTROL
 JU2693
 JU2693  NAD 83(1986)-  39 41 25.92806(N)    074 08 35.58278(W) AD(       ) 4
 JU2693  NAD 27      -  39 41 25.50000(N)    074 08 37.09000(W) AD(       ) 3
 JU2693
 JU2693.Superseded values are not recommended for survey control.
 JU2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2693.See file dsdata.txt to determine how the superseded data were derived.
 JU2693
 JU2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7346493762(NAD 83)
 JU2693_MARKER: 86 = CUPOLA
 JU2693
 JU2693  HISTORY     - Date     Condition        Report By
 JU2693  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU2693  HISTORY     - 1962     GOOD             CGS
 JU2693  HISTORY     - 1967     GOOD             CGS
 JU2693  HISTORY     - 1984     GOOD             USPSQD
 JU2693  HISTORY     - 1989     GOOD             USPSQD
 JU2693
 JU2693                          STATION DESCRIPTION
 JU2693
 JU2693'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2693'STATION IS LOCATED ON LONG BEACH, ABOUT 5 MILES S OF BARNEGAT
 JU2693'INLET.  IT IS THE HIGH POINT AND CENTER OF THE RED-TOPPED
 JU2693'CUPOLA OF THE MAIN BUILDING OF THE HARVEY CEDARS COAST GUARD
 JU2693'STATION.  IT IS JUST E OF THE MAIN HIGHWAY ALONG THE ISLAND,
 JU2693'AND IS IN THE TOWN OF HARVEY CEDARS.  THE STATION IS NOT MARKED
 JU2693'AND IS AN INTERSECTION TRIANGULATION STATION.
 JU2693
 JU2693                          STATION RECOVERY (1962)
 JU2693
 JU2693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2693'RECOVERED IN GOOD CONDITION.  THE BUILDING IS NOW THE PROPERTY
 JU2693'OF THE LONG BEACH ISLAND FISH CLUB.  THE CARETAKER OF THE
 JU2693'PROPERTY AND A CHARTER MEMBER SAY IT HAS NOT BEEN ALTERED SINCE
 JU2693'THEIR OCCUPANCY.
 JU2693
 JU2693                          STATION RECOVERY (1967)
 JU2693
 JU2693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GMW)
 JU2693'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JU2693'
 JU2693'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2693'IN HARVEY CEDARS.
 JU2693
 JU2693                          STATION RECOVERY (1984)
 JU2693
 JU2693'RECOVERY NOTE BY US POWER SQUADRON 1984 (AWT)
 JU2693'STATION FOUND GOOD.
 JU2693'
 JU2693'RECOVERED AS DESCRIBED IN HORIZONTAL DATA.
 JU2693
 JU2693                          STATION RECOVERY (1989)
 JU2693
 JU2693'RECOVERY NOTE BY US POWER SQUADRON 1989 (KLB)
 JU2693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AM6899 ***********************************************************************
 AM6899  DESIGNATION -  HARVEY CEDARS RM 3
 AM6899  PID         -  AM6899
 AM6899  STATE/COUNTY-  NJ/OCEAN
 AM6899  USGS QUAD   -  SHIP BOTTOM (1972)
 AM6899
 AM6899                         *CURRENT SURVEY CONTROL
 AM6899  ___________________________________________________________________
 AM6899* NAD 83(1986)-  39 41 27.     (N)    074 08 36.     (W)     SCALED    
 AM6899* NAVD 88     -         0.873  (meters)       2.86   (feet)  ADJUSTED  
 AM6899  ___________________________________________________________________
 AM6899  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 AM6899  DYNAMIC HT  -           0.873 (meters)       2.86  (feet)  COMP
 AM6899  MODELED GRAV-     980,155.9   (mgal)                       NAVD 88
 AM6899
 AM6899  VERT ORDER  -  FIRST     CLASS II
 AM6899
 AM6899.The horizontal coordinates were scaled from a topographic map and have
 AM6899.an estimated accuracy of +/- 6 seconds.
 AM6899
 AM6899.The orthometric height was determined by differential leveling
 AM6899.and adjusted by the National Geodetic Survey in March 2005..
 AM6899.No vertical observational check was made to the station.
 AM6899
 AM6899.The geoid height was determined by GEOID03.
 AM6899
 AM6899.The dynamic height is computed by dividing the NAVD 88
 AM6899.geopotential number by the normal gravity value computed on the
 AM6899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM6899.degrees latitude (g = 980.6199 gals.).
 AM6899
 AM6899.The modeled gravity was interpolated from observed gravity values.
 AM6899
 AM6899;                    North         East    Units  Estimated Accuracy
 AM6899;SPC NJ       -    95,250.      180,590.      MT  (+/- 180 meters Scaled)
 AM6899
 AM6899                          SUPERSEDED SURVEY CONTROL
 AM6899
 AM6899.No superseded survey control is available for this station.
 AM6899
 AM6899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ734937(NAD 83)
 AM6899_MARKER: DR = REFERENCE MARK DISK
 AM6899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM6899_STAMPING: HARVEY CEDARS NO 3 1932
 AM6899_MARK LOGO: CGS   
 AM6899_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM6899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM6899+STABILITY: SURFACE MOTION
 AM6899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM6899+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 AM6899
 AM6899  HISTORY     - Date     Condition        Report By
 AM6899  HISTORY     - 1932     MONUMENTED       CGS
 AM6899  HISTORY     - 20010606 GOOD             NJGS
 AM6899  HISTORY     - 20060421 GOOD             GEOCAC
 AM6899
 AM6899                          STATION DESCRIPTION
 AM6899
 AM6899'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 AM6899'THE STATION IS LOCATED IN THE BOROUGH OF HARVEY CEDARS ON THE EAST
 AM6899'SIDE OF LONG BEACH BOULEVARD ON THE GROUNDS OF THE LONG BEACH ISLAND
 AM6899'FISHING CLUB, ALSO THE SITE OF THE FORMER HARVEY CEDARS COAST GUARD
 AM6899'STATION.  TO REACH THE STATION FROM THE INTERSECTION OF THE WESTBOUND
 AM6899'LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE BOROUGH OF
 AM6899'SHIP BOTTOM, GO NORTHEAST ON LONG BEACH BOULEVARD FOR 3.15 MI (5.07
 AM6899'KM) TO THE THE INTERSECTION WITH CAPE MAY AVENUE AND THE SITE OF THE
 AM6899'LONG BEACH ISLAND FISHING CLUB ON THE RIGHT.  TURN RIGHT AND GO
 AM6899'SOUTHEAST ON CAPE MAY AVENUE FOR 28.5 M (93.5 FT) TO THE STATION ON
 AM6899'THE RIGHT.  THE STATION IS 9.2 M (30.2 FT) NORTHWEST FROM THE
 AM6899'NORTHWEST CORNER OF THE FISHING CLUB BUILDING, 26.0 M (85.3 FT)
 AM6899'NORTHWEST FROM STATION HARVEY CEDARS RM 5, 32.6 M (107.0 FT) NORTHWEST
 AM6899'FROM STATION HARVEY CEDARS, 38.1 M (125.0 FT) NORTHEAST FROM STATION X
 AM6899'54, 16.3 M (53.5 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE
 AM6899'LOOKOUT TOWER, 28.5 M (93.5 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF
 AM6899'PAVING OF LONG BEACH BOULEVARD, 0.70 M (2.30 FT) SOUTHEAST FROM AND
 AM6899'NORMAL TO A PIPE RAIL FENCE ON THE SOUTHWEST SIDE OF CAPE MAY AVENUE
 AM6899'AND 0.4 M (1.3 FT) SOUTH FROM A METAL WITNESS POST AND SIGN.  THE
 AM6899'STATION IS 0.40 M (1.31 FT) BELOW THE SURFACE OF THE GROUND.
 AM6899
 AM6899                          STATION RECOVERY (2006)
 AM6899
 AM6899'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AM6899'HANDHELD COORDINATES ARE N39-41-26.34 W074-08-35.76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0156 ***********************************************************************
 JU0156  DESIGNATION -  HARVEY CEDARS RM 4
 JU0156  PID         -  JU0156
 JU0156  STATE/COUNTY-  NJ/OCEAN
 JU0156  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0156
 JU0156                         *CURRENT SURVEY CONTROL
 JU0156  ___________________________________________________________________
 JU0156* NAD 83(1986)-  39 41 25.     (N)    074 08 34.     (W)     SCALED    
 JU0156* NAVD 88     -         1.710  (meters)       5.61   (feet)  ADJUSTED  
 JU0156  ___________________________________________________________________
 JU0156  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU0156  DYNAMIC HT  -           1.710 (meters)       5.61  (feet)  COMP
 JU0156  MODELED GRAV-     980,155.8   (mgal)                       NAVD 88
 JU0156
 JU0156  VERT ORDER  -  FIRST     CLASS II
 JU0156
 JU0156.The horizontal coordinates were scaled from a topographic map and have
 JU0156.an estimated accuracy of +/- 6 seconds.
 JU0156
 JU0156.The orthometric height was determined by differential leveling
 JU0156.and adjusted by the National Geodetic Survey in March 2005..
 JU0156
 JU0156.The geoid height was determined by GEOID03.
 JU0156
 JU0156.The dynamic height is computed by dividing the NAVD 88
 JU0156.geopotential number by the normal gravity value computed on the
 JU0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0156.degrees latitude (g = 980.6199 gals.).
 JU0156
 JU0156.The modeled gravity was interpolated from observed gravity values.
 JU0156
 JU0156;                    North         East    Units  Estimated Accuracy
 JU0156;SPC NJ       -    95,190.      180,640.      MT  (+/- 180 meters Scaled)
 JU0156
 JU0156                          SUPERSEDED SURVEY CONTROL
 JU0156
 JU0156  NAVD 88 (06/15/91)    1.729  (m)            5.67   (f) UNKNOWN     1 1
 JU0156  NGVD 29 (??/??/??)    2.112  (m)            6.93   (f) ADJUSTED    1 1
 JU0156
 JU0156.Superseded values are not recommended for survey control.
 JU0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0156.See file dsdata.txt to determine how the superseded data were derived.
 JU0156
 JU0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ735937(NAD 83)
 JU0156_MARKER: DR = REFERENCE MARK DISK
 JU0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0156_STAMPING: HARVEY CEDARS NO 4 1932
 JU0156_MARK LOGO: CGS   
 JU0156_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0156+STABILITY: SURFACE MOTION
 JU0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0156+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 JU0156
 JU0156  HISTORY     - Date     Condition        Report By
 JU0156  HISTORY     - 1962     MONUMENTED       CGS
 JU0156  HISTORY     - 1964     GOOD             CGS
 JU0156  HISTORY     - 1987     GOOD             USPSQD
 JU0156  HISTORY     - 20010606 GOOD             NJGS
 JU0156  HISTORY     - 20060421 GOOD             GEOCAC
 JU0156
 JU0156                          STATION DESCRIPTION
 JU0156
 JU0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0156'AT HARVEY CEDARS.
 JU0156'ON LONG BEACH ISLAND, AT HARVEY CEDARS, ABOUT 2.35 MILES NORTHEAST
 JU0156'ALONG LONG BEACH BOULEVARD FROM THE SURF CITY BOROUGH HALL, ON
 JU0156'THE GROUNDS OF THE LONG BEACH ISLAND FISHING CLUB, BETWEEN CAPE
 JU0156'MAY AVENUE AND CUMBERLAND AVENUE, 187 FEET NORTHEAST OF THE CENTER
 JU0156'LINE OF CUMBERLAND AVENUE, 107 FEET SOUTHWEST OF THE CENTER LINE
 JU0156'OF CAPE MAY AVENUE, 50.7 FEET SOUTHEAST OF THE SOUTH CORNER
 JU0156'OF THE CLUBHOUSE, 29.2 FEET SOUTH-SOUTHEAST OF A WELL PUMP, 13.8
 JU0156'FEET WEST OF THE WEST CORNER OF A HOUSE, 1 FOOT NORTHWEST OF A
 JU0156'PIPE, 61.7 FEET SOUTH-SOUTHEAST OF HARVEY CEDARS R M 5 DESCRIBED,
 JU0156'ABOUT LEVEL WITH CAPE MAY AVENUE AND SET IN THE TOP OF A CONCRETE
 JU0156'POST PROJECTING 0.1 FOOT.
 JU0156
 JU0156                          STATION RECOVERY (1987)
 JU0156
 JU0156'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0156'RECOVERED IN GOOD CONDITION.
 JU0156
 JU0156                          STATION RECOVERY (2001)
 JU0156
 JU0156'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0156'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 JU0156'16.6 M (54.5 FT) SOUTH FROM STATION HARVEY CEDARS, 32.4 M (106.3 FT)
 JU0156'SOUTH FROM THE CENTERLINE OF CAPE MAY AVENUE, 18.9 M (62.0 FT) SOUTH
 JU0156'SOUTHEAST FROM STATION HARVEY CEDARS RM 5, 4.1 M (13.5 FT) SOUTHWEST
 JU0156'FROM THE SOUTHWEST CORNER OF A TWO AND ONE HALF STORY FRAME DWELLING,
 JU0156'HOUSE NUMBER 10, 17.5 M (57.4 FT) SOUTHEAST FROM THE NORTHEAST CORNER
 JU0156'OF THE LONG BEACH ISLAND FISHING CLUB BUILDING AND 0.3 M (1.0 FT)
 JU0156'NORTH FROM A CORPS OF ENGINEERS CARSONITE WITNESS POST.  THE STATION
 JU0156'IS SET FLUSH WITH THE GROUND IN A ROW OF TALL PINE TREES ALONG THE
 JU0156'EASTERLY PROPERTY LINE OF THE FISHING CLUB.
 JU0156
 JU0156                          STATION RECOVERY (2006)
 JU0156
 JU0156'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0156'HANDHELD COORDINATES ARE N39-41-25.20 W074-08-34.62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0158 ***********************************************************************
 JU0158  DESIGNATION -  HARVEY CEDARS RM 5
 JU0158  PID         -  JU0158
 JU0158  STATE/COUNTY-  NJ/OCEAN
 JU0158  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0158
 JU0158                         *CURRENT SURVEY CONTROL
 JU0158  ___________________________________________________________________
 JU0158* NAD 83(1996)-  39 41 25.90567(N)    074 08 34.98742(W)     ADJUSTED  
 JU0158* NAVD 88     -         1.421  (meters)       4.66   (feet)  ADJUSTED  
 JU0158  ___________________________________________________________________
 JU0158  X           -   1,342,874.990 (meters)                     COMP
 JU0158  Y           -  -4,727,679.041 (meters)                     COMP
 JU0158  Z           -   4,051,583.506 (meters)                     COMP
 JU0158  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 JU0158  ELLIP HEIGHT-         -32.04  (meters)          (10/23/02) GPS OBS
 JU0158  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU0158  DYNAMIC HT  -           1.420 (meters)       4.66  (feet)  COMP
 JU0158  MODELED GRAV-     980,155.8   (mgal)                       NAVD 88
 JU0158
 JU0158  HORZ ORDER  -  FIRST
 JU0158  VERT ORDER  -  FIRST     CLASS II
 JU0158  ELLP ORDER  -  FOURTH    CLASS I
 JU0158
 JU0158.The horizontal coordinates were established by GPS observations
 JU0158.and adjusted by the National Geodetic Survey in May 1999..
 JU0158
 JU0158.The orthometric height was determined by differential leveling
 JU0158.and adjusted by the National Geodetic Survey in March 2005..
 JU0158
 JU0158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0158
 JU0158.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0158
 JU0158.The ellipsoidal height was determined by GPS observations
 JU0158.and is referenced to NAD 83.
 JU0158
 JU0158.The geoid height was determined by GEOID03.
 JU0158
 JU0158.The dynamic height is computed by dividing the NAVD 88
 JU0158.geopotential number by the normal gravity value computed on the
 JU0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0158.degrees latitude (g = 980.6199 gals.).
 JU0158
 JU0158.The modeled gravity was interpolated from observed gravity values.
 JU0158
 JU0158;                    North         East     Units Scale Factor Converg.
 JU0158;SPC NJ       -    95,217.709   180,615.292   MT  0.99991154   +0 13 40.7
 JU0158;SPC NJ       -   312,393.43    592,568.67   sFT  0.99991154   +0 13 40.7
 JU0158;UTM  18      - 4,393,760.866   573,478.477   MT  0.99966647   +0 32 50.3
 JU0158
 JU0158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0158!SPC NJ       -   1.00000503  x   0.99991154  =   0.99991657
 JU0158!UTM  18      -   1.00000503  x   0.99966647  =   0.99967149
 JU0158
 JU0158:                Primary Azimuth Mark                     Grid Az
 JU0158:SPC NJ       -  BARNEGAT WATERWAY LIGHT 79               002 16 27.1
 JU0158:UTM  18      -  BARNEGAT WATERWAY LIGHT 79               001 57 17.5
 JU0158
 JU0158|---------------------------------------------------------------------|
 JU0158| PID    Reference Object                     Distance      Geod. Az  |
 JU0158|                                                           dddmmss.s |
 JU0158| JU2684 BARNEGAT WATERWAY LIGHT 79          APPROX. 3.4 KM 0023007.8 |
 JU0158| JU0157 HARVEY CEDARS                         6.862 METERS 11131     |
 JU0158| JU0156 HARVEY CEDARS RM 4                   18.815 METERS 17122     |
 JU0158| JU0148 SURF                                APPROX. 3.5 KM 2120955.9 |
 JU0158| JU0154 HARVEY CEDARS AZ MK                                2135859.7 |
 JU0158| JU2695 LITTLE EGG WATERWAY LIGHT 10        APPROX. 3.4 KM 2353808.0 |
 JU0158| JU2690 BARNEGAT WATERWAY LIGHT 82          APPROX. 1.7 KM 3514506.5 |
 JU0158| JU2689 BARNEGAT WATERWAY LIGHT 73          APPROX. 5.9 KM 3561032.9 |
 JU0158|---------------------------------------------------------------------|
 JU0158
 JU0158                          SUPERSEDED SURVEY CONTROL
 JU0158
 JU0158  ELLIP H (05/14/99)  -32.06   (m)                       GP(       ) 4 1
 JU0158  NAD 83(1986)-  39 41 25.89886(N)    074 08 34.98386(W) AD(       ) 1
 JU0158  ELLIP H (03/31/93)  -32.07   (m)                       GP(       ) 3 2
 JU0158  NAD 83(1986)-  39 41 25.89713(N)    074 08 34.98002(W) AD(       ) 2
 JU0158  NAD 27      -  39 41 25.46300(N)    074 08 36.49190(W) AD(       ) 2
 JU0158  NAVD 88 (06/15/91)    1.460  (m)            4.79   (f) UNKNOWN     1 1
 JU0158  NGVD 29 (??/??/??)    1.843  (m)            6.05   (f) ADJUSTED    1 1
 JU0158
 JU0158.Superseded values are not recommended for survey control.
 JU0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0158.See file dsdata.txt to determine how the superseded data were derived.
 JU0158
 JU0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7347893761(NAD 83)
 JU0158_MARKER: DZ = AZIMUTH MARK DISK
 JU0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0158_SP_SET: CONCRETE POST
 JU0158_STAMPING: HARVEY CEDARS NO 5 1932
 JU0158_MARK LOGO: CGS   
 JU0158_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0158+STABILITY: SURFACE MOTION
 JU0158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0158+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 JU0158
 JU0158  HISTORY     - Date     Condition        Report By
 JU0158  HISTORY     - 1962     MONUMENTED       CGS
 JU0158  HISTORY     - 1964     GOOD             CGS
 JU0158  HISTORY     - 1982     GOOD             LOCSUR
 JU0158  HISTORY     - 1984     GOOD             USPSQD
 JU0158  HISTORY     - 1984     GOOD             USPSQD
 JU0158  HISTORY     - 1989     GOOD             USPSQD
 JU0158  HISTORY     - 19900807 GOOD             NJGS
 JU0158  HISTORY     - 19960523 GOOD             NJGS
 JU0158  HISTORY     - 20010606 GOOD             NJGS
 JU0158  HISTORY     - 20060421 GOOD             GEOCAC
 JU0158
 JU0158                          STATION DESCRIPTION
 JU0158
 JU0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU0158'THE STATION IS ON THE EAST SIDE OF LONG BEACH ISLAND, ABOUT 250
 JU0158'FEET SOUTHEAST OF THE INTERSECTION OF LONG BEACH BOULEVARD AND
 JU0158'CAPE MAY AVENUE AND ON THE PROPERTY OF THE LONG BEACH ISLAND
 JU0158'FISHING CLUB.  IT IS 18 FEET SOUTH OF A WITNESS POST, 27 FEET
 JU0158'NORTHEAST OF THE NORTH CORNER OF THE CLUBHOUSE, 38 FEET NORTHEAST
 JU0158'OF A WATER PUMP, 46 FEET NORTHWEST OF THE NORTH CORNER OF A
 JU0158'HOUSE AND 62 FEET SOUTHWEST OF THE CENTERLINE OF CAPE MAY
 JU0158'AVENUE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HARVEY
 JU0158'CEDARS NO 5 1932.
 JU0158'
 JU0158'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 72 AND LONG
 JU0158'BEACH BOULEVARD, WHERE HIGHWAY 72 ENDS, GO NORTHEAST ON LONG
 JU0158'BEACH BOULEVARD FOR 3.15 MILES TO THE AZIMUTH ON THE
 JU0158'RIGHT.  CONTINUE NORTHEAST ON LONG BEACH BOULEVARD FOR 0.3
 JU0158'MILES TO A CROSSSTREET (CAPE MAY AVENUE).  TURN RIGHT AND GO
 JU0158'SOUTHEAST ON CAPE MAY AVENUE FOR ABOUT 250 FEET TO THE STATION
 JU0158'ON THE RIGHT.
 JU0158'
 JU0158'HARVER CEDARS 1932 IS 30 FEET SOUTHEAST OF THE WITNESS POST,
 JU0158'13.5 FEET SOUTHWEST OF THE EAST ONE OF TWO GATE POSTS, 23.5 FEET
 JU0158'WEST OF THE NORTH CORNER OF A HOUSE, 40 FEET NORTHEAST OF A
 JU0158'WATER PUMP, 44.6 FEET EAST OF THE NORTH CORNER OF THE CLUBHOUSE
 JU0158'AND 59 FEET SOUTHWEST OF THE CENTERLINE OF CAPE MAY AVENUE.  THE
 JU0158'MONUMENT IS 1 FOOT UNDERGROUND AND THE DISK IS STAMPED HARVEY
 JU0158'CEDARS 1932.
 JU0158'
 JU0158'REFERENCE MARK 4 IS 6 INCHES WEST OF A PIPE FENCE, 51 FEET EAST
 JU0158'OF THE SOUTH CORNER OF THE CLUBHOUSE AND 13.5 FEET SOUTHWEST OF
 JU0158'THE SOUTH CORNER OF A HOUSE.  THE MONUMENT PROJECTS 2 INCHES AND
 JU0158'THE DISK IS STAMPED HARVEY CEDARS NO 4 1932.
 JU0158'
 JU0158'THE AZIMUTH MARK IS 2 FEET SOUTHEAST OF POWER POLE NO. P16056,
 JU0158'3 FEET SOUTHEAST OF A WITNESS POST AND 32 FEET SOUTHEAST OF THE
 JU0158'CENTERLINE OF LONG BEACH BOULEVARD.  THE MONUMENT PROJECTS 6
 JU0158'INCHES AND THE DISK IS STAMPED HARVER CEDARS 1932.
 JU0158'
 JU0158'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JU0158
 JU0158                          STATION RECOVERY (1964)
 JU0158
 JU0158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0158'AT HARVEY CEDARS.
 JU0158'ON LONG BEACH ISLAND, AT HARVEY CEDARS, ON THE GROUNDS OF THE
 JU0158'LONG BEACH ISLAND FISHING CLUB, 203.0 FEET SOUTHEAST OF THE CENTER
 JU0158'LINE OF LONG BEACH BOULEVARD, 56.5 FEET SOUTHWEST OF THE CENTER
 JU0158'LINE OF CAPE MAY AVENUE, 38.0 FEET NORTH-NORTHEAST OF A WATER
 JU0158'PUMP, 19.5 FEET EAST OF THE EAST PORCH CORNER OF THE CLUBHOUSE,
 JU0158'23.5 FEET WEST-NORTHWEST OF HARVEY CEDARS 1932 DESCRIBED, 17.5
 JU0158'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE CAPE
 JU0158'MAY AVENUE AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JU0158'GROUND.  ALSO ABOUT 2.35 MILES NORTHEAST ALONG LONG BEACH
 JU0158'BOULEVARD FROM THE SURF CITY BOROUGH HALL.
 JU0158
 JU0158                          STATION RECOVERY (1982)
 JU0158
 JU0158'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 JU0158'RECOVERED IN GOOD CONDITION.
 JU0158
 JU0158                          STATION RECOVERY (1984)
 JU0158
 JU0158'RECOVERY NOTE BY US POWER SQUADRON 1984 (AWT)
 JU0158'RECOVERED AS DESCRIBED FOUND GOOD.
 JU0158'RM 4 RECOVERED AS DESCRIBED.
 JU0158'AZIMUTH MARK NOT RECOVERED - POLE P 160 56 IS A NEW, RECENTLY RESET
 JU0158'POLE.  WITNESS POST REMAINS, BUT MARK HAS DISSAPPEARED, POSSIBLY
 JU0158'WHEN POLE WAS RESET.  DIGGING COULD NOT LOCATE IT.
 JU0158
 JU0158                          STATION RECOVERY (1984)
 JU0158
 JU0158'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0158'RECOVERED IN GOOD CONDITION.
 JU0158
 JU0158                          STATION RECOVERY (1989)
 JU0158
 JU0158'RECOVERY NOTE BY US POWER SQUADRON 1989 (KLB)
 JU0158'RECOVERED IN GOOD CONDITION.
 JU0158
 JU0158                          STATION RECOVERY (1990)
 JU0158
 JU0158'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0158'THE STATION IS LOCATED ON THE EAST SIDE OF LONG BEACH ISLAND, IN THE
 JU0158'BOROUGH OF HARVEY CEDARS, ABOUT 250 FT (76.2 M) SOUTHEAST OF THE
 JU0158'JUNCTION OF LONG BEACH BOULEVARD AND CAPE MAY AVENUE AND ON THE
 JU0158'PROPERTY OF THE LONG BEACH ISLAND FISHING CLUB, FORMERLY THE COAST
 JU0158'GUARD STATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE
 JU0158'72 AND LONG BEACH BOULEVARD, WHERE ROUTE 72 ENDS, GO 3.15 MI
 JU0158'(5.07 KM) NORTHEAST ON LONG BEACH BOULEVARD TO CAPE MAY AVENUE.  TURN
 JU0158'RIGHT AND GO SOUTHEAST ON CAPE MAY AVENUE 250 FT (76.2 M) TO THE
 JU0158'FISHING CLUB DRIVEWAY AND THE STATION ON THE RIGHT.  THE STATION IS
 JU0158'27 FT (8.2 M) NORTHEAST OF THE NORTHEAST CORNER OF THE CLUBHOUSE, 46
 JU0158'FT (14.0 M) NORTHWEST OF THE NORTHWEST CORNER OF HOUSE NO 10, 17 M
 JU0158'(55.8 FT) SOUTHWEST OF THE CAPE MAY AVENUE CENTERLINE, 12.4 M
 JU0158'(40.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE LOOKOUT TOWER, 4.9
 JU0158'M (16.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE WESTERLY OF TWO
 JU0158'SQUARE BLOCK POSTS AT THE DRIVEWAY ENTRANCE, 4.6 M (15.1 FT)
 JU0158'NORTHWEST OF THE CENTERLINE OF THE DRIVEWAY LEADING TO THE CLUB AND
 JU0158'FLUSH WITH THE GROUND. DESCRIPTION UPDATE 16JUN92 PER RJK.
 JU0158
 JU0158                          STATION RECOVERY (1996)
 JU0158
 JU0158'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU0158'RECOVERED AS DESCRIBED.
 JU0158
 JU0158                          STATION RECOVERY (2001)
 JU0158
 JU0158'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0158'RECOVERED AS DESCRIBED.
 JU0158
 JU0158                          STATION RECOVERY (2006)
 JU0158
 JU0158'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3960 ***********************************************************************
 KV3960  DESIGNATION -  HAS
 KV3960  PID         -  KV3960
 KV3960  STATE/COUNTY-  NJ/BERGEN
 KV3960  USGS QUAD   -  WEEHAWKEN (1995)
 KV3960
 KV3960                         *CURRENT SURVEY CONTROL
 KV3960  ___________________________________________________________________
 KV3960* NAD 83(1996)-  40 52 04.20170(N)    074 04 04.98950(W)     ADJUSTED  
 KV3960* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 KV3960  ___________________________________________________________________
 KV3960  LAPLACE CORR-           7.05  (seconds)                    DEFLEC99
 KV3960  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 KV3960
 KV3960  HORZ ORDER  -  SECOND
 KV3960
 KV3960.The horizontal coordinates were established by classical geodetic methods
 KV3960.and adjusted by the National Geodetic Survey in September 1999..
 KV3960
 KV3960.The orthometric height was scaled from a topographic map.
 KV3960
 KV3960.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3960
 KV3960.The geoid height was determined by GEOID03.
 KV3960
 KV3960;                    North         East     Units Scale Factor Converg.
 KV3960;SPC NJ       -   225,961.434   186,410.878   MT  0.99991631   +0 16 57.5
 KV3960;SPC NJ       -   741,341.80    611,583.02   sFT  0.99991631   +0 16 57.5
 KV3960;SPC NY L     -    77,864.438   294,262.986   MT  0.99999495   -0 02 40.2
 KV3960;SPC NY L     -   255,460.24    965,427.81   sFT  0.99999495   -0 02 40.2
 KV3960;UTM  18      - 4,524,503.466   578,535.060   MT  0.99967591   +0 36 35.4
 KV3960
 KV3960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3960!SPC NJ       -   1.00000082  x   0.99991631  =   0.99991713
 KV3960!SPC NY L     -   1.00000082  x   0.99999495  =   0.99999577
 KV3960!UTM  18      -   1.00000082  x   0.99967591  =   0.99967673
 KV3960
 KV3960|---------------------------------------------------------------------|
 KV3960| PID    Reference Object                     Distance      Geod. Az  |
 KV3960|                                                           dddmmss.s |
 KV3960| CB5999 HAS RM 1                             11.018 METERS 06256     |
 KV3960| CB6000 HAS RM 2                             14.770 METERS 16723     |
 KV3960| KV4033 TETERBORO AIRPORT TANK              APPROX. 1.5 KM 1784642.2 |
 KV3960| KV4038 HASBROUCK HTS BCN TWRS APT FP       APPROX. 1.6 KM 2075602.6 |
 KV3960| KV3937 HASBROUCK HTS FIRST METH CH         APPROX. 1.3 KM 2174119.8 |
 KV3960| CB6001 HAS RM 3                              9.974 METERS 22734     |
 KV3960| KV3913 GARFIELD HOLY TR SLOV EVAN CH       APPROX. 3.7 KM 2844049.4 |
 KV3960| KV3923 LODI FIRST REFORMED CH TOWER        APPROX. 1.4 KM 2995659.8 |
 KV3960| KV3888 LODI WATER CO TANK                  APPROX. 2.6 KM 3030535.5 |
 KV3960| KV3884 LODI UNITED DYE WKS S CHIM          APPROX. 2.0 KM 3070501.2 |
 KV3960| KV3882 LODI UNITED DYE WKS N CHIM          APPROX. 2.0 KM 3074418.6 |
 KV3960|---------------------------------------------------------------------|
 KV3960
 KV3960                          SUPERSEDED SURVEY CONTROL
 KV3960
 KV3960  NAD 83(1996)-  40 52 04.20168(N)    074 04 04.98973(W) AD(       ) 2
 KV3960  NAD 83(1996)-  40 52 04.20011(N)    074 04 04.99199(W) AD(       ) 2
 KV3960  NAD 83(1992)-  40 52 04.19945(N)    074 04 04.99248(W) AD(       ) 2
 KV3960  NAD 83(1986)-  40 52 04.20821(N)    074 04 04.99295(W) AD(       ) 2
 KV3960  NAD 27      -  40 52 03.84800(N)    074 04 06.49400(W) AD(       ) 2
 KV3960
 KV3960.Superseded values are not recommended for survey control.
 KV3960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3960.See file dsdata.txt to determine how the superseded data were derived.
 KV3960
 KV3960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7853524503(NAD 83)
 KV3960_MARKER: DS = TRIANGULATION STATION DISK
 KV3960_SETTING: 0 = UNSPECIFIED SETTING
 KV3960
 KV3960  HISTORY     - Date     Condition        Report By
 KV3960  HISTORY     - 1933     MONUMENTED       CGS
 KV3960  HISTORY     - 1933     GOOD             CGS
 KV3960  HISTORY     - 1933     GOOD             NJGS
 KV3960
 KV3960                          STATION DESCRIPTION
 KV3960
 KV3960'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3960'THIS STATION IS MIDWAY OF THE PASSAIC AND HACKENSACK RIVERS, IN
 KV3960'HASBROUCK HEIGHTS, ON THE NW CORNER OF BURTON AND WILLIAMS
 KV3960'AVENUES, ATOP AN APARTMENT HOUSE (A FOUR-STORY RED-BRICK
 KV3960'BUILDING).  IT IS ON A PENTHOUSE RISING FROM THE CENTER OF THE W
 KV3960'SIDE OF THE MAIN ROOF.
 KV3960'
 KV3960'STATION IS MARKED BY A STANDARD BRONZE DISK STAMPED HAS-1933
 KV3960'AND SET IN THE TOP OF A DOME-SHAPED CONCRETE MONUMENT SECURED
 KV3960'TO THE WOODEN ROOF WITH SPIKES.
 KV3960'
 KV3960'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV3960'
 KV3960'NORMAL TO INSIDE EDGE OF W COPING 0.92 METERS
 KV3960'
 KV3960'NORMAL TO S EDGE OF ROOF 1.43 METERS
 KV3960'
 KV3960'NORMAL TO N EDGE OF ROOF 1.46 METERS
 KV3960'
 KV3960'TO N CORNER INSIDE COPING 1.73 METERS
 KV3960'
 KV3960'TO NW CORNER OF SKYLIGHT 1.20 METERS
 KV3960'
 KV3960'TO SW CORNER OF SKYLIGHT 1.19 METERS
 KV3960'
 KV3960'THERE IS AMPLE ROOM BUT POOR FOOTING FOR CENTRAL TRIPOD SET-UPS
 KV3960'ON THE TAR PAPER ROOFING.  THE UNSTABLE ROOF NECESSITATES AN
 KV3960'OBSERVERS PLATFORM.
 KV3960'
 KV3960'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 METERS.
 KV3960
 KV3960                          STATION RECOVERY (1933)
 KV3960
 KV3960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3960'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 KV3960'EXCEPTIONS--
 KV3960'
 KV3960'THREE REFERENCE MARKS WERE PLACED, NO. 1 SET IN A DRILL HOLE
 KV3960'ATOP THE N COPING, NO. 2 NEAR THE SE CORNER, AND NO. 3 ATOP THE
 KV3960'S COPING.  NO MEASUREMENT WAS TAKEN TO NO. 3.
 KV3960
 KV3960                          STATION RECOVERY (1933)
 KV3960
 KV3960'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1933 (RWW)
 KV3960'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 KV3960'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4038 ***********************************************************************
 KV4038  DESIGNATION -  HASBROUCK HTS BCN TWRS APT FP
 KV4038  PID         -  KV4038
 KV4038  STATE/COUNTY-  NJ/BERGEN
 KV4038  USGS QUAD   -  WEEHAWKEN (1995)
 KV4038
 KV4038                         *CURRENT SURVEY CONTROL
 KV4038  ___________________________________________________________________
 KV4038* NAD 83(1996)-  40 51 18.20938(N)    074 04 37.10671(W)     ADJUSTED  
 KV4038* NAVD 88     -                                                        
 KV4038  ___________________________________________________________________
 KV4038  LAPLACE CORR-           6.87  (seconds)                    DEFLEC99
 KV4038  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KV4038
 KV4038  HORZ ORDER  -  THIRD
 KV4038
 KV4038.The horizontal coordinates were established by classical geodetic methods
 KV4038.and adjusted by the National Geodetic Survey in September 1999..
 KV4038
 KV4038
 KV4038.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4038
 KV4038.The geoid height was determined by GEOID03.
 KV4038
 KV4038;                    North         East     Units Scale Factor Converg.
 KV4038;SPC NJ       -   224,539.148   185,665.697   MT  0.99991565   +0 16 36.2
 KV4038;SPC NJ       -   736,675.52    609,138.21   sFT  0.99991565   +0 16 36.2
 KV4038;SPC NY L     -    76,446.317   293,509.639   MT  0.99999490   -0 03 01.3
 KV4038;SPC NY L     -   250,807.63    962,956.21   sFT  0.99999490   -0 03 01.3
 KV4038;UTM  18      - 4,523,077.292   577,798.190   MT  0.99967449   +0 36 13.8
 KV4038
 KV4038                          SUPERSEDED SURVEY CONTROL
 KV4038
 KV4038  NAD 83(1996)-  40 51 18.20929(N)    074 04 37.10694(W) AD(       ) 4
 KV4038  NAD 83(1996)-  40 51 18.20775(N)    074 04 37.10893(W) AD(       ) 4
 KV4038  NAD 83(1992)-  40 51 18.20707(N)    074 04 37.10960(W) AD(       ) 4
 KV4038  NAD 83(1986)-  40 51 18.21437(N)    074 04 37.11021(W) AD(       ) 4
 KV4038  NAD 27      -  40 51 17.85400(N)    074 04 38.61000(W) AD(       ) 3
 KV4038
 KV4038.Superseded values are not recommended for survey control.
 KV4038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4038.See file dsdata.txt to determine how the superseded data were derived.
 KV4038
 KV4038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7779823077(NAD 83)
 KV4038_MARKER: 62 = FLAGPOLE
 KV4038
 KV4038  HISTORY     - Date     Condition        Report By
 KV4038  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4038  HISTORY     - 1950     GOOD             CGS
 KV4038  HISTORY     - 1965     GOOD             CGS
 KV4038
 KV4038                          STATION DESCRIPTION
 KV4038
 KV4038'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4038'THE FLAGPOLE, MIDWAY OF THE HACKENSACK AND PASSAIC RIVERS, IN
 KV4038'HASBROUCK HEIGHTS, ON THE SW CORNER OF TERRACE AND PASSAIC
 KV4038'AVENUES, ATOP THE BEACON TOWERS APARTMENTS (A RED-BRICK
 KV4038'BUILDING).  IT IS A FLAGPOLE ATOP THE SLATE ROOF OF THE TOWER
 KV4038'RISING FROM THE NE CORNER OF THE BUILDING.
 KV4038'
 KV4038'THE STATION IS THE BASE OF THE FLAGPOLE.
 KV4038
 KV4038                          STATION RECOVERY (1950)
 KV4038
 KV4038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HJB)
 KV4038'THE DESCRIPTION IS ADEQUATE.  THE FLAGPOLE HAS NOW BEEN REMOVED
 KV4038'FROM ATOP THE SLATE ROOF OF THE TOWER.  THE FLAGPOLE SUPPORT AT
 KV4038'THE APEX OF THE TOWER REMAINS AND THIS CAN BE SIGHTED UPON
 KV4038'ACCURATELY AS THE FLAGPOLE.
 KV4038
 KV4038                          STATION RECOVERY (1965)
 KV4038
 KV4038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ETO)
 KV4038'THE 1950 PUBLISHED DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3937 ***********************************************************************
 KV3937  DESIGNATION -  HASBROUCK HTS FIRST METH CH
 KV3937  PID         -  KV3937
 KV3937  STATE/COUNTY-  NJ/BERGEN
 KV3937  USGS QUAD   -  WEEHAWKEN (1995)
 KV3937
 KV3937                         *CURRENT SURVEY CONTROL
 KV3937  ___________________________________________________________________
 KV3937* NAD 83(1996)-  40 51 31.63611(N)    074 04 38.12579(W)     ADJUSTED  
 KV3937* NAVD 88     -                                                        
 KV3937  ___________________________________________________________________
 KV3937  LAPLACE CORR-           6.90  (seconds)                    DEFLEC99
 KV3937  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KV3937
 KV3937  HORZ ORDER  -  THIRD
 KV3937
 KV3937.The horizontal coordinates were established by classical geodetic methods
 KV3937.and adjusted by the National Geodetic Survey in September 1999..
 KV3937
 KV3937
 KV3937.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3937
 KV3937.The geoid height was determined by GEOID03.
 KV3937
 KV3937;                    North         East     Units Scale Factor Converg.
 KV3937;SPC NJ       -   224,953.174   185,639.832   MT  0.99991563   +0 16 35.6
 KV3937;SPC NJ       -   738,033.87    609,053.35   sFT  0.99991563   +0 16 35.6
 KV3937;SPC NY L     -    76,860.517   293,486.135   MT  0.99999491   -0 03 01.9
 KV3937;SPC NY L     -   252,166.55    962,879.09   sFT  0.99999491   -0 03 01.9
 KV3937;UTM  18      - 4,523,491.064   577,769.968   MT  0.99967444   +0 36 13.3
 KV3937
 KV3937                          SUPERSEDED SURVEY CONTROL
 KV3937
 KV3937  NAD 83(1996)-  40 51 31.63603(N)    074 04 38.12603(W) AD(       ) 4
 KV3937  NAD 83(1996)-  40 51 31.63436(N)    074 04 38.12810(W) AD(       ) 4
 KV3937  NAD 83(1992)-  40 51 31.63398(N)    074 04 38.12860(W) AD(       ) 4
 KV3937  NAD 83(1986)-  40 51 31.64081(N)    074 04 38.12979(W) AD(       ) 4
 KV3937  NAD 27      -  40 51 31.27900(N)    074 04 39.63000(W) AD(       ) 3
 KV3937
 KV3937.Superseded values are not recommended for survey control.
 KV3937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3937.See file dsdata.txt to determine how the superseded data were derived.
 KV3937
 KV3937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7777023491(NAD 83)
 KV3937_MARKER: 90 = CHURCH SPIRE
 KV3937
 KV3937  HISTORY     - Date     Condition        Report By
 KV3937  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV3937
 KV3937                          STATION DESCRIPTION
 KV3937
 KV3937'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3937'THE SPIRE, ON THE E SIDE OF THE PASSAIC RIVER, IN HASBROUCK
 KV3937'HEIGHTS, ON THE NW CORNER OF BURTON AND DIVISION AVENUES, ATOP
 KV3937'THE FIRST METHODIST CHURCH (A BROWN-STONE BUILDING), SURMOUNTING
 KV3937'A SQUARE BROWN-SHINGLED TOWER AT THE SE CORNER OF THE
 KV3937'STRUCTURE.  THE SPIRE IS RED SHINGLED AND TOPPED WITH A COPPER
 KV3937'ORNAMENT.
 KV3937'
 KV3937'THE STATION IS THE BASE OF THE ORNAMENT AT THE SPIRE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5688 ***********************************************************************
 KV5688  DESIGNATION -  HAWK 2
 KV5688  PID         -  KV5688
 KV5688  STATE/COUNTY-  NJ/BURLINGTON
 KV5688  USGS QUAD   -  BEVERLY (1973)
 KV5688
 KV5688                         *CURRENT SURVEY CONTROL
 KV5688  ___________________________________________________________________
 KV5688* NAD 83(1996)-  40 02 39.06172(N)    074 58 33.70998(W)     ADJUSTED  
 KV5688* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 KV5688  ___________________________________________________________________
 KV5688  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 KV5688  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV5688
 KV5688  HORZ ORDER  -  SECOND
 KV5688
 KV5688.The horizontal coordinates were established by classical geodetic methods
 KV5688.and adjusted by the National Geodetic Survey in September 1999..
 KV5688
 KV5688.The orthometric height was scaled from a topographic map.
 KV5688
 KV5688.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5688
 KV5688.The geoid height was determined by GEOID03.
 KV5688
 KV5688;                    North         East     Units Scale Factor Converg.
 KV5688;SPC NJ       -   134,528.435   109,380.108   MT  0.99992031   -0 18 22.6
 KV5688;SPC NJ       -   441,365.37    358,857.90   sFT  0.99992031   -0 18 22.6
 KV5688;SPC PA S     -    82,646.589   836,684.613   MT  0.99998452   +1 47 59.0
 KV5688;SPC PA S     -   271,149.68  2,745,022.77   sFT  0.99998452   +1 47 59.0
 KV5688;UTM  18      - 4,432,661.483   502,044.706   MT  0.99960005   +0 00 55.5
 KV5688
 KV5688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5688!SPC NJ       -   1.00000396  x   0.99992031  =   0.99992427
 KV5688!SPC PA S     -   1.00000396  x   0.99998452  =   0.99998848
 KV5688!UTM  18      -   1.00000396  x   0.99960005  =   0.99960401
 KV5688
 KV5688:                Primary Azimuth Mark                     Grid Az
 KV5688:SPC NJ       -  DELANCO RIDGEWAY SHOE TANK               084 40 21.3
 KV5688:SPC PA S     -  DELANCO RIDGEWAY SHOE TANK               082 33 59.7
 KV5688:UTM  18      -  DELANCO RIDGEWAY SHOE TANK               084 21 03.2
 KV5688
 KV5688|---------------------------------------------------------------------|
 KV5688| PID    Reference Object                     Distance      Geod. Az  |
 KV5688|                                                           dddmmss.s |
 KV5688| KV5732 DELANCO RIDGEWAY SHOE TANK          APPROX. 1.7 KM 0842158.7 |
 KV5688| KV5740 RIVERSIDE METAL CO TANK             APPROX. 1.5 KM 1021708.1 |
 KV5688| KV5690 RANCOCAS R RANGE REAR LIGHT         APPROX. 0.8 KM 1054339.2 |
 KV5688| KV5739 RIVERSIDE KEYSTONE WATCH TANK       APPROX. 1.5 KM 1074245.1 |
 KV5688| CB6002 HAWK 2 RM 1                          41.914 METERS 11154     |
 KV5688| KV5689 RANCOCAS R RANGE FRONT LIGHT        APPROX. 0.6 KM 1162731.8 |
 KV5688| KV5742 RIVERSIDE FLORENCE THREAD TANK      APPROX. 1.5 KM 1221106.5 |
 KV5688| CB6003 HAWK 2 RM 2                          40.040 METERS 18707     |
 KV5688| KV5707 TAYLOR 2                            APPROX. 0.6 KM 1904230.5 |
 KV5688| KV3700 TORRESDALE ROUND HOUSE CUPOLA       APPROX. 2.4 KM 2474906.3 |
 KV5688| KV5717 TORRESDALE SUPT HATCHERIES HSE      APPROX. 1.6 KM 2551603.3 |
 KV5688| KV3682 TORRESDALE FILTER PLANT CUPOLA      APPROX. 2.8 KM 2573218.9 |
 KV5688| KV5706 BENSALEM G FOERD FARM E SILO        APPROX. 1.2 KM 3503725.0 |
 KV5688|---------------------------------------------------------------------|
 KV5688
 KV5688                          SUPERSEDED SURVEY CONTROL
 KV5688
 KV5688  NAD 83(1986)-  40 02 39.06073(N)    074 58 33.71060(W) AD(       ) 2
 KV5688  NAD 27      -  40 02 38.65800(N)    074 58 35.09900(W) AD(       ) 2
 KV5688
 KV5688.Superseded values are not recommended for survey control.
 KV5688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5688.See file dsdata.txt to determine how the superseded data were derived.
 KV5688
 KV5688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0204532661(NAD 83)
 KV5688
 KV5688  HISTORY     - Date     Condition        Report By
 KV5688  HISTORY     - 1911     MONUMENTED       CGS
 KV5688  HISTORY     - 1935     SEE DESCRIPTION  CGS
 KV5688  HISTORY     - 1947     GOOD             CGS
 KV5688
 KV5688                          STATION DESCRIPTION
 KV5688
 KV5688'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5688'STATION AT DELANCO, ON THE SAND SPIT N OF RANCOCAS CREEK MOUTH,
 KV5688'29 METERS SW OF CENTER LINE EXTENSION OF FITLER STREET,
 KV5688'TORRESDALE, PENNSYLVANIA, 50.4 METERS N OF A LINE THROUGH
 KV5688'RANCOCAS RANGE FRONT LIGHT AND ST. PETERS CHURCH SPIRE,
 KV5688'RIVERSIDE, 5 METERS E OF A BUSHY TREE, 85.1 METERS NE OF A
 KV5688'3-FOOT DEAD TREE (LARGEST IN VICINITY).  BEST REACHED BY GOING
 KV5688'W FROM VINE AND ORCHARD STREETS, DELANCO, TAKING LEFT FORK OF
 KV5688'TRAIL ACROSS FIELD, 0.4 MILE TO FISH SHACK ON RANCOCAS CREEK
 KV5688'BANK, THENCE 0.5 MILE ALONG N EDGE OF IRREGULAR LINE OF TREES
 KV5688'TO STATION.
 KV5688'
 KV5688'STATION, NOTES 6B AND 10A, WAS FOUND 4 FEET UNDERGROUND, AND
 KV5688'SURMOUNTED BY NEW SURFACE MARK, NOTE 1A.  TWO NEW REFERENCE
 KV5688'MARKS NOS.1 AND 2, NOTE 11A, SET.  ALL MARKS SURMOUNTED BY
 KV5688'ROCK CAIRNS.
 KV5688'
 KV5688'MAIN SCHEME STATION.
 KV5688'
 KV5688'SIGNAL ELEVATED 1.5 METERS.
 KV5688
 KV5688                          STATION RECOVERY (1947)
 KV5688
 KV5688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5688'STATION AND R.M. 2 RECOVERED IN GOOD CONDITION.  R.M. 1 WAS NOT
 KV5688'FOUND AFTER TWO HOURS OF DIGGING.  HOWEVER, THERE WAS NO
 KV5688'EVIDENCE TO INDICATE R.M. 1 HAD BEEN DESTROYED.  THE 1935
 KV5688'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES--
 KV5688'
 KV5688'1.  CHANGE BUSHY TREE TO LARGE BRUSH CLUMP.
 KV5688'
 KV5688'2.  CHANGE LEFT FORK TO RIGHT FORK.
 KV5688'
 KV5688'3.  DELETE ACROSS FIELD, 0.4 MILE TO FISH SHACK ---- OF TREES
 KV5688'TO STATION.  AND ADD ALONG S SHORE OF DELAWARE RIVER TO LAST
 KV5688'ROCK FIELD 500 FEET E OF THE TIP OF HAWK ISLAND.  STATION IS
 KV5688'LOCATED IN A GAP IN THE BRUSH LINE AT THE NW CORNER OF SMALL
 KV5688'ROCK FIELD IMMEDIATELY E OF AN OLD TRAIL OR LOW LEVEE.
 KV5688'
 KV5688'ROCK CAIRNS WERE RESURMOUNTED AROUND STATION AND R.M. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4704 ***********************************************************************
 KV4704  DESIGNATION -  HAY FOUNDRY CHIMNEY
 KV4704  PID         -  KV4704
 KV4704  STATE/COUNTY-  NJ/ESSEX
 KV4704  USGS QUAD   -  ELIZABETH (1995)
 KV4704
 KV4704                         *CURRENT SURVEY CONTROL
 KV4704  ___________________________________________________________________
 KV4704* NAD 83(1996)-  40 44 01.04529(N)    074 08 14.41015(W)     ADJUSTED  
 KV4704* NAVD 88     -                                                        
 KV4704  ___________________________________________________________________
 KV4704  LAPLACE CORR-           6.20  (seconds)                    DEFLEC99
 KV4704  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KV4704
 KV4704  HORZ ORDER  -  THIRD
 KV4704
 KV4704.The horizontal coordinates were established by classical geodetic methods
 KV4704.and adjusted by the National Geodetic Survey in September 1999..
 KV4704
 KV4704
 KV4704.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4704
 KV4704.The geoid height was determined by GEOID03.
 KV4704
 KV4704;                    North         East     Units Scale Factor Converg.
 KV4704;SPC NJ       -   211,032.340   180,632.269   MT  0.99991155   +0 14 12.0
 KV4704;SPC NJ       -   692,361.94    592,624.37   sFT  0.99991155   +0 14 12.0
 KV4704;SPC NY L     -    62,967.329   288,398.844   MT  0.99999696   -0 05 23.4
 KV4704;SPC NY L     -   206,585.31    946,188.54   sFT  0.99999696   -0 05 23.4
 KV4704;UTM  18      - 4,509,545.302   572,843.066   MT  0.99966531   +0 33 46.6
 KV4704
 KV4704                          SUPERSEDED SURVEY CONTROL
 KV4704
 KV4704  NAD 83(1996)-  40 44 01.04518(N)    074 08 14.41039(W) AD(       ) 4
 KV4704  NAD 83(1986)-  40 44 01.04402(N)    074 08 14.41447(W) AD(       ) 4
 KV4704  NAD 27      -  40 44 00.68000(N)    074 08 15.90000(W) AD(       ) 3
 KV4704
 KV4704.Superseded values are not recommended for survey control.
 KV4704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4704.See file dsdata.txt to determine how the superseded data were derived.
 KV4704
 KV4704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7284309545(NAD 83)
 KV4704_MARKER: 85 = CHIMNEY
 KV4704
 KV4704  HISTORY     - Date     Condition        Report By
 KV4704  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4704
 KV4704                          STATION DESCRIPTION
 KV4704
 KV4704'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5406 ***********************************************************************
 KV5406  DESIGNATION -  HEGEMAN RESET
 KV5406  PID         -  KV5406
 KV5406  STATE/COUNTY-  NJ/MIDDLESEX
 KV5406  USGS QUAD   -  FREEHOLD (1981)
 KV5406
 KV5406                         *CURRENT SURVEY CONTROL
 KV5406  ___________________________________________________________________
 KV5406* NAD 83(1996)-  40 22 15.32077(N)    074 21 22.43522(W)     ADJUSTED  
 KV5406* NAVD 88     -        27.0    (meters)      89.     (feet)  GPS OBS   
 KV5406  ___________________________________________________________________
 KV5406  X           -   1,312,177.961 (meters)                     COMP
 KV5406  Y           -  -4,685,870.598 (meters)                     COMP
 KV5406  Z           -   4,109,446.810 (meters)                     COMP
 KV5406  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 KV5406  ELLIP HEIGHT-          -5.53  (meters)          (10/23/02) GPS OBS
 KV5406  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KV5406
 KV5406  HORZ ORDER  -  FIRST
 KV5406  ELLP ORDER  -  FOURTH    CLASS I
 KV5406
 KV5406.The horizontal coordinates were established by GPS observations
 KV5406.and adjusted by the National Geodetic Survey in May 1999..
 KV5406
 KV5406.The orthometric height was determined by GPS observations and a
 KV5406.high-resolution geoid model.
 KV5406
 KV5406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5406
 KV5406.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5406
 KV5406.The ellipsoidal height was determined by GPS observations
 KV5406.and is referenced to NAD 83.
 KV5406
 KV5406.The geoid height was determined by GEOID03.
 KV5406
 KV5406;                    North         East     Units Scale Factor Converg.
 KV5406;SPC NJ       -   170,706.771   162,208.999   MT  0.99990183   +0 05 35.2
 KV5406;SPC NJ       -   560,060.46    532,180.69   sFT  0.99990183   +0 05 35.2
 KV5406;UTM  18      - 4,469,126.188   554,653.543   MT  0.99963677   +0 25 01.2
 KV5406
 KV5406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5406!SPC NJ       -   1.00000087  x   0.99990183  =   0.99990270
 KV5406!UTM  18      -   1.00000087  x   0.99963677  =   0.99963764
 KV5406
 KV5406|---------------------------------------------------------------------|
 KV5406| PID    Reference Object                     Distance      Geod. Az  |
 KV5406|                                                           dddmmss.s |
 KV5406| CB6008 HEGEMAN RM 3                          9.607 METERS 01032     |
 KV5406| CB6006 HEGEMAN RM 1                         25.862 METERS 12808     |
 KV5406| CB6007 HEGEMAN RM 2                         24.852 METERS 29304     |
 KV5406| CB6005 HEGEMAN AZ MK                                      3554631.6 |
 KV5406|---------------------------------------------------------------------|
 KV5406
 KV5406                          SUPERSEDED SURVEY CONTROL
 KV5406
 KV5406  NAD 83(1986)-  40 22 15.32081(N)    074 21 22.43750(W) AD(       ) 1
 KV5406  NAD 83(1986)-  40 22 15.32189(N)    074 21 22.43316(W) AD(       ) 1
 KV5406  NAD 27      -  40 22 14.93200(N)    074 21 23.89700(W) AD(       ) 1
 KV5406
 KV5406.Superseded values are not recommended for survey control.
 KV5406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5406.See file dsdata.txt to determine how the superseded data were derived.
 KV5406
 KV5406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5465469126(NAD 83)
 KV5406_MARKER: DS = TRIANGULATION STATION DISK
 KV5406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5406_SP_SET: CONCRETE POST
 KV5406_STAMPING: HEGEMAN 1935 1976
 KV5406_MARK LOGO: NGS   
 KV5406_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5406+STABILITY: SURFACE MOTION
 KV5406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5406+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2006
 KV5406
 KV5406  HISTORY     - Date     Condition        Report By
 KV5406  HISTORY     - 1935     MONUMENTED       CGS
 KV5406  HISTORY     - 1976     SEE DESCRIPTION  NGS
 KV5406  HISTORY     - 1976     GOOD             NGS
 KV5406  HISTORY     - 19901114 GOOD             NJGS
 KV5406  HISTORY     - 19910731 GOOD
 KV5406  HISTORY     - 20060329 GOOD             AASCO
 KV5406
 KV5406                          STATION DESCRIPTION
 KV5406
 KV5406'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5406'THE STATION IS LOCATED ON THE PROPERTY OF MRS. HEGEMAN OF
 KV5406'MIDDLEBUSH, N.J., ON AN UNCULTIVATED PIECE OF PROPERTY GROWN UP
 KV5406'WITH BRIARS AND BRUSH, APPROXIMATELY 100 FEET NORTHWEST OF
 KV5406'R. DILLS GARAGE, 10 PACES WEST OF THE CENTERLINE OF THE OLD
 KV5406'BRIDGE - ENGLISHTOWN ROAD, 9 PACES SOUTH-SOUTHWEST OF A 40-INCH
 KV5406'OAK TREE, AND 6 PACES SOUTHWEST OF POLE NO. MND 492.  THE MARK
 KV5406'PROJECTS 4 INCHES AND IS STAMPED HEGEMAN 1935.
 KV5406'
 KV5406'TO REACH THE STATION FROM THE COURTHOUSE IN FREEHOLD, GO
 KV5406'WESTWARD ON THE STREET IN FRONT OF THE COURTHOUSE FOR 0.1 MILE
 KV5406'TO A RAILROAD, TURN RIGHT ON A CONCRETE ROAD BEFORE CROSSING THE
 KV5406'RAILROAD, FOLLOWING THE ROAD FOR 5.2 MILES TO A T-INTERSECTION
 KV5406'IN ENGLISHTOWN, HERE TURN RIGHT ON THE ROAD TO OLD BRIDGE FOR
 KV5406'5.3 MILES TO R. DILLS GARAGE ON THE RIGHT AND THE STATION ABOUT
 KV5406'100 FEET NORTHWEST (ON THE LEFT).
 KV5406'
 KV5406'REFERENCE MARK NO. 1 IS 25.945 METERS (85.13 FEET) SOUTHEAST
 KV5406'OF THE STATION, AT THE SOUTHWEST CORNER OF A CULTIVATED FIELD, 8
 KV5406'PACES EAST-SOUTHEAST OF THE CENTERLINE OF A PAVED ROAD, AND 6
 KV5406'PACES SOUTH-SOUTHEAST OF H. SWEDRICKS MAIL BOX.  THE MARK
 KV5406'PROJECTS 3 INCHES AND IS STAMPED HEGEMAN NO 1 1935.
 KV5406'
 KV5406'REFERENCE MARK NO. 2 IS 24.840 METERS (81.50 FEET) NORTHWEST
 KV5406'OF THE STATION, 4 PACES SOUTH OF THE CENTERLINE OF A SAND ROAD,
 KV5406'AND 1 PACE NORTHEAST OF A 30-INCH OAK TREE.  THE MARK PROJECTS 4
 KV5406'INCHES AND IS STAMPED HEGEMAN NO 2 1935.
 KV5406'
 KV5406'UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY
 KV5406'MONUMENT NO. 3162 IS APPROXIMATELY 0.2 MILE NORTH-NORTHEAST OF
 KV5406'THE STATION, ON THE EAST SHOULDER OF THE ENGLISHTOWN-OLD BRIDGE
 KV5406'ROAD, 18.3 FEET WEST OF U.S. ENGINEERS BENCH MARK B-26-33
 KV5406'ELEVATION 49, 54.4 FEET EAST OF THE NORTHEAST CORNER OF A
 KV5406'BRICK HOUSE WHICH IS JUST SOUTH OF MIDWAY GARAGE, 6.6 FEET
 KV5406'SOUTHWEST OF POLE NO. 467, AND 3.6 FEET EAST OF THE EAST EDGE
 KV5406'OF THE PAVEMENT.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 KV5406'GROUND AND WAS RECOVERED UNDER A THIN LAYER OF SAND.  THE
 KV5406'MARK IS NOT VISIBLE FROM THE GROUND.
 KV5406'
 KV5406'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTH OF THE STATION,
 KV5406'14 PACES NORTH-NORTHEAST OF POLE NO. 467, 8 PACES EAST OF THE
 KV5406'CENTERLINE OF THE OLD BRIDGE-ENGLISHTOWN ROAD, AND 6 PACES NORTH
 KV5406'OF THE CENTERLINE OF A DIRT ROAD.  THE MARK IS STAMPED HEGEMAN
 KV5406'1935.
 KV5406'
 KV5406'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 KV5406
 KV5406                          STATION RECOVERY (1976)
 KV5406
 KV5406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KV5406'THE STATION SURFACE MARK WAS FOUND OUT OF POSITION.  THE
 KV5406'SUB-SURFACE MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 KV5406'SURFACE MARK WAS SET DIRECTLY OVER THE SUB-SURFACE DISK.  REFERENCE
 KV5406'MARK ONE HAD BEEN HIT AND WAS FOUND PROJECTING ABOUT TWO FEET.  A
 KV5406'NEW REFERENCE MARK THREE WAS SET TO REPLACE IT.  AFTER
 KV5406'INTERSECTING THE NEW MARK, THE OLD REFERENCE MARK ONE WAS
 KV5406'DESTROYED.  REFERENCE MARK TWO WAS RECOVERED AND FOUND IN GOOD
 KV5406'CONDITION, AND THERE WAS NO VISIBLE EVIDENCE OF IT BEING
 KV5406'DISTURBED.  THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION,
 KV5406'HOWEVER, IT PROJECTED ABOUT 1-1/2 FEET.  IT WAS LOWERED IN
 KV5406'ITS EXACT POSITION AS FOUND.
 KV5406'
 KV5406'DUE TO REFERENCE MARK ONE BEING DISTURBED, A DIFFERENCE OF
 KV5406'5 MINUTES AND 17 SECONDS IN DIRECTION WAS NOTED.  A LONGER
 KV5406'DISTANCE OF 0.28 FOOT OR 0.083 METERS WERE NOTED TO REFERENCE MARK
 KV5406'ONE.  A LONGER DISTANCE OF 0.04 FOOT OR 0.012 METERS WERE NOTED
 KV5406'TO REFERENCE MARK TWO.  A DIFFERENCE OF ONE MINUTE AND 15 SECONDS
 KV5406'IN DIRECTION WAS NOTED TO REFERENCE MARK TWO.
 KV5406'
 KV5406'A COMPLETE NEW DESCRIPTION FOLLOWS.
 KV5406'
 KV5406'THE STATION IS LOCATED JUST NORTHWEST OF THE INTERSECTION OF
 KV5406'COUNTY ROAD 527 (ENGLISHTOWN ROAD) AND GREYSTONE ROAD, 10 MILES
 KV5406'SOUTHEAST OF NEW BRUNSWICK, 2-1/4 MILES SOUTH OF OLD BRIDGE,
 KV5406'5 MILES NORTH OF ENGLISHTOWN, AND ON PROPERTY OWNED BY MR. WILLIAM
 KV5406'H. VANPELT, R.D. 2, BOX 275A, OLD BRIDGE, NEW JERSEY.
 KV5406'
 KV5406'TO REACH FROM THE POST OFFICE IN ENGLISHTOWN, GO NORTH OF
 KV5406'COUNTY ROAD 527 (MAIN STREET) FOR 5.3 MILES TO A CROSSROADS
 KV5406'AND THE STATION ON THE LEFT.  CONTINUE NORTH ON COUNTY ROAD
 KV5406'527 (ENGLISHTOWN ROAD) FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 KV5406'RIGHT.
 KV5406'
 KV5406'THE STATION SURFACE MARK IS A STANDARD DISK STAMPED HEGEMAN
 KV5406'1935 1976 SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT
 KV5406'WHICH IS FLUSH WITH THE SURFACE.  THE SUB-SURFACE MARK IS A
 KV5406'STANDARD DISK STAMPED HEGEMAN 1935, SET IN A 8-INCH MASS OF
 KV5406'CONCRETE WHICH IS THREE FEET BELOW THE SURFACE.  IT IS 63 FEET
 KV5406'EAST OF THE NORTHEAST CORNER OF MR. VANPELTS HOME, 56 FEET
 KV5406'NORTH OF THE CENTER OF THE EXTENDED LINE OF GREYSTONE, 47 FEET
 KV5406'SOUTH OF THE CENTER OF VANTINES LANE, 32 FEET WEST OF THE
 KV5406'CENTER OF COUNTY ROAD 527, AND 29.5 FEET SOUTHWEST OF A
 KV5406'POWERLINE POLE WITH NO NUMBER.
 KV5406'
 KV5406'REFERENCE MARK ONE WAS DESTROYED AFTER IT WAS INTERSECTED.
 KV5406'
 KV5406'REFERENCE MARK TWO IS A STANDARD DISK STAMPED HEGEMAN NO
 KV5406'2 1935 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 KV5406'PROJECTS 4-INCHES.  IT IS 82 FEET WEST OF THE POWERLINE POLE,
 KV5406'29 FEET NORTHWEST OF THE NORTHEAST CORNER OF MR. VANPELTS HOME,
 KV5406'15 FEET SOUTH OF THE CENTER OF VANTINES LANE, AND 3 FEET NORTH
 KV5406'OF A HEDGE.
 KV5406'
 KV5406'REFERENCE MARK THREE IS A STANDARD DISK STAMPED HEGEMAN 1935
 KV5406'NO 3 1976, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT
 KV5406'WHICH PROJECTS 1-INCH.  IT IS 43 FEET EAST-NORTHEAST OF THE
 KV5406'NORTHEAST CORNER OF MR. VANPELTS HOUSE, 23 FEET WEST OF THE
 KV5406'CENTER OF COUNTY ROAD 527, 16 FEET SOUTH OF THE CENTER OF
 KV5406'VANTINE LANE, AND 3.5 FEET NORTHWEST OF THE POWERLINE POLE
 KV5406'WITH NO NUMBER.
 KV5406'
 KV5406'THE AZIMUTH MARK IS A STANDRD DISK STAMPED HEGEMAN 1935 SET IN THE
 KV5406'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KV5406'SURFACE.  IT IS 33 FEET EAST OF THE CENTER OF COUNTY ROAD 527,
 KV5406'23 FEET NORTH OF THE CENTER OF PLEASANT VALLEY ROAD, 1.6 FEET
 KV5406'SOUTHEAST OF A WITNESS POST, AND JUST NORTHEAST OF A TWO-STORY
 KV5406'BRICK HOME.
 KV5406'
 KV5406'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5406'2-1/4 MILES SOUTH OF OLD BRIDGE.
 KV5406
 KV5406                          STATION RECOVERY (1976)
 KV5406
 KV5406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KV5406'RECOVERED IN GOOD CONDITION.
 KV5406
 KV5406                          STATION RECOVERY (1990)
 KV5406
 KV5406'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5406'THE STATION IS LOCATED IN MONROE TOWNSHIP, SET ON THE SOUTHWEST CORNER
 KV5406'OF THE JUNCTION OF OLD BRIDGE ENGLISHTOWN ROAD, COUNTY ROAD 527, AND
 KV5406'VAN TINES LANE, IN THE FRONT LAWN OF A 1.5 STORY FRAME HOUSE, B AND J
 KV5406'ORTIZ, RD 2 BOX 275A.  THE MAILBOX IS FRONTING ON VAN TINES LANE.  TO
 KV5406'REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 527 AND STATE
 KV5406'ROUTE 18 IN EAST SPOTSWOOD, PROCEED 4.24 KM (2.65 MI) SOUTH ON ROAD
 KV5406'527 TO THE STATION ON THE RIGHT.  TO REACH THE STATION FROM THE
 KV5406'FORMER POST OFFICE IN ENGLISHTOWN, LOCATED AT THE INTERSECTION OF
 KV5406'MONMOUTH COUTY ROADS 527 AND 522, GO NORTH FOR 5.07 KM (3.15 MI) TO
 KV5406'THE INTERSECTION WITH PENSION ROAD, A REVERSE Y CORNER, CONTINUE  3.4
 KV5406'KM (2.10 MI) STRAIGHT ON ROAD 527, TO THE STATION ON THE LEFT.  THE
 KV5406'STATION IS JUST NORTH OF EAST GREYSTONE ROAD, 25.7 M (84.3 FT) NORTH
 KV5406'NORTHEAST OF REFERENCE MARK NUMBER 1, LOCATED ON THE NORTHEAST CORNER
 KV5406'OF ROUTE 527 AND EAST GREYSTONE ROAD, 9.610 M (31.529 FT) SOUTHWEST
 KV5406'OF REFERENCE MARK NUMBER 3, 9.5 M (31.2 FT) NORTHWEST OF THE
 KV5406'CENTERLINE OF ROUTE 527, 4.4 M (14.4 FT) NORTHWEST OF THE NORTHWEST
 KV5406'EDGE OF PAVING OF ROUTE 527, 9.0 M (29.5 FT) SOUTHWEST OF POLE JC 492
 KV5406'MAD, 24.6 M (80.7 FT) NORTH OF POLE BT 3186 MAD, 19.2 M (63.0 FT)
 KV5406'SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, ABOUT 17.6 M
 KV5406'(57.7 FT) NORTHEAST OF THE EXTENDED CENTERLINE OF EAST GREYSTONE
 KV5406'ROAD, 14.5 M (47.6 FT) SOUTH OF THE CENTERLINE OF VAN TINES LANE AND
 KV5406'FLUSH WITH THE GROUND.
 KV5406
 KV5406                          STATION RECOVERY (1991)
 KV5406
 KV5406'RECOVERED 1991
 KV5406'RECOVERED IN GOOD CONDITION.
 KV5406
 KV5406                          STATION RECOVERY (2006)
 KV5406
 KV5406'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV5406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6851 ***********************************************************************
 KV6851  DESIGNATION -  HENRY
 KV6851  PID         -  KV6851
 KV6851  STATE/COUNTY-  NJ/UNION
 KV6851  USGS QUAD   -  ELIZABETH (1995)
 KV6851
 KV6851                         *CURRENT SURVEY CONTROL
 KV6851  ___________________________________________________________________
 KV6851* NAD 83(1996)-  40 40 22.28716(N)    074 11 49.71088(W)     ADJUSTED  
 KV6851* NAVD 88     -         4.3    (meters)      14.     (feet)  GPS OBS   
 KV6851  ___________________________________________________________________
 KV6851  X           -   1,319,246.673 (meters)                     COMP
 KV6851  Y           -  -4,661,231.399 (meters)                     COMP
 KV6851  Z           -   4,134,918.836 (meters)                     COMP
 KV6851  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 KV6851  ELLIP HEIGHT-         -28.10  (meters)          (10/23/02) GPS OBS
 KV6851  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV6851
 KV6851  HORZ ORDER  -  FIRST
 KV6851  ELLP ORDER  -  FOURTH    CLASS I
 KV6851
 KV6851.The horizontal coordinates were established by GPS observations
 KV6851.and adjusted by the National Geodetic Survey in May 1999..
 KV6851
 KV6851.The orthometric height was determined by GPS observations and a
 KV6851.high-resolution geoid model.
 KV6851
 KV6851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6851
 KV6851.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6851
 KV6851.The ellipsoidal height was determined by GPS observations
 KV6851.and is referenced to NAD 83.
 KV6851
 KV6851.The geoid height was determined by GEOID03.
 KV6851
 KV6851;                    North         East     Units Scale Factor Converg.
 KV6851;SPC NJ       -   204,265.886   175,604.049   MT  0.99990807   +0 11 50.6
 KV6851;SPC NJ       -   670,162.33    576,127.62   sFT  0.99990807   +0 11 50.6
 KV6851;SPC NY L     -    56,229.034   283,331.710   MT  0.99999966   -0 07 44.2
 KV6851;SPC NY L     -   184,478.09    929,564.12   sFT  0.99999966   -0 07 44.2
 KV6851;UTM  18      - 4,502,752.032   567,854.679   MT  0.99965667   +0 31 23.8
 KV6851
 KV6851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6851!SPC NJ       -   1.00000441  x   0.99990807  =   0.99991248
 KV6851!SPC NY L     -   1.00000441  x   0.99999966  =   1.00000407
 KV6851!UTM  18      -   1.00000441  x   0.99965667  =   0.99966108
 KV6851
 KV6851                          SUPERSEDED SURVEY CONTROL
 KV6851
 KV6851  ELLIP H (05/14/99)  -28.09   (m)                       GP(       ) 4 1
 KV6851  NAD 83(1996)-  40 40 22.28694(N)    074 11 49.71113(W) AD(       ) 1
 KV6851  NAD 83(1986)-  40 40 22.28575(N)    074 11 49.71311(W) AD(       ) 1
 KV6851
 KV6851.Superseded values are not recommended for survey control.
 KV6851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6851.See file dsdata.txt to determine how the superseded data were derived.
 KV6851
 KV6851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6785502752(NAD 83)
 KV6851_MARKER: DD = SURVEY DISK
 KV6851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6851_SP_SET: CONCRETE POST
 KV6851_STAMPING: HENRY 1987
 KV6851_MARK LOGO: PSEG  
 KV6851_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6851+STABILITY: SURFACE MOTION
 KV6851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6851+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 KV6851
 KV6851  HISTORY     - Date     Condition        Report By
 KV6851  HISTORY     - 1987     MONUMENTED       PSEG
 KV6851  HISTORY     - 19920227 GOOD             NJGS
 KV6851  HISTORY     - 20000516 GOOD             PORANY
 KV6851  HISTORY     - 20050315 GOOD             INDIV
 KV6851
 KV6851                          STATION DESCRIPTION
 KV6851
 KV6851'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6851'THE STATION IS LOCATED IN THE CITY OF ELIZABETH ON THE NORTHWEST
 KV6851'CORNER OF THE INTERSECTION OF FAIRMOUNT AVENUE AND HENRY STREET, IN
 KV6851'FRONT OF THE PUBLIC SERVICE ELECTRIC AND GAS COMPANY HENRY STREET
 KV6851'SUBSTATION.  TO REACH THE STATION FROM THE JUNCTION OF THE NORTHBOUND
 KV6851'LANES OF U.S. HIGHWAYS 1 AND 9 AND FAIRMOUNT AVENUE, GO 0.2 MI
 KV6851'(0.3 KM) EAST SOUTHEAST ON FAIRMOUNT AVENUE TO THE INTERSECTION WITH
 KV6851'HENRY STREET.  TURN LEFT AND GO 32.6 M (107.0 FT) NORTH NORTHEAST TO
 KV6851'THE STATION ON THE LEFT.  THE STATION IS 9.2 M (30.2 FT) WEST
 KV6851'NORTHWEST FROM THE CENTERLINE OF HENRY STREET, 3.95 M (12.96 FT) WEST
 KV6851'NORTHWEST FROM THE WEST CURBLINE OF HENRY STREET, 4.6 M (15.1 FT)
 KV6851'SOUTHWEST FROM THE SOUTHEAST FENCE CORNER OF THE HAYWARD MANUFACTURING
 KV6851'COMPANY PARKING LOT LOCATED AT NUMBER 628 HENRY STREET, 5.85 M
 KV6851'(19.19 FT) SOUTH FROM THE SOUTHEAST CORNER OF THE FENCE SURROUNDING
 KV6851'THE SUBSTATION, 9.2 M (30.2 FT) NORTH NORTHEAST FROM THE CENTERLINE
 KV6851'OF THE DRIVE LEADING INTO THE SUBSTATION PROPERTY AND 23.35 M
 KV6851'(76.61 FT) NORTHEAST FROM THE SOUTHWEST CORNER OF THE FENCE
 KV6851'SURROUNDING THE SUBSTATION.  THE STATION, STAMPED HENRY 1987, IS A
 KV6851'STANDARD PUBLIC SERVICE ELECTRIC AND GAS COMPANY SURVEY CONTROL DISK
 KV6851'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KV6851'GROUND.
 KV6851
 KV6851                          STATION RECOVERY (2000)
 KV6851
 KV6851'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2000 (SSZ)
 KV6851'RECOVERED IN GOOD CONDITION.
 KV6851
 KV6851                          STATION RECOVERY (2005)
 KV6851
 KV6851'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (LUD)
 KV6851'HENRY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2958 ***********************************************************************
 JU2958  DESIGNATION -  HEREFORD INLET CG STATION LOT
 JU2958  PID         -  JU2958
 JU2958  STATE/COUNTY-  NJ/CAPE MAY
 JU2958  USGS QUAD   -  STONE HARBOR (1972)
 JU2958
 JU2958                         *CURRENT SURVEY CONTROL
 JU2958  ___________________________________________________________________
 JU2958* NAD 83(1996)-  39 00 26.75477(N)    074 47 28.35849(W)     ADJUSTED  
 JU2958* NAVD 88     -                                                        
 JU2958  ___________________________________________________________________
 JU2958  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 JU2958  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 JU2958
 JU2958  HORZ ORDER  -  THIRD
 JU2958
 JU2958.The horizontal coordinates were established by classical geodetic methods
 JU2958.and adjusted by the National Geodetic Survey in September 1999..
 JU2958
 JU2958
 JU2958.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2958
 JU2958.The geoid height was determined by GEOID03.
 JU2958
 JU2958;                    North         East     Units Scale Factor Converg.
 JU2958;SPC NJ       -    19,365.780   124,778.604   MT  0.99990783   -0 10 59.9
 JU2958;SPC NJ       -    63,535.90    409,377.80   sFT  0.99990783   -0 10 59.9
 JU2958;UTM  18      - 4,317,622.039   518,077.549   MT  0.99960402   +0 07 53.1
 JU2958
 JU2958                          SUPERSEDED SURVEY CONTROL
 JU2958
 JU2958  NAD 83(1991)-  39 00 26.73458(N)    074 47 28.36402(W) AD(       ) 4
 JU2958  NAD 83(1986)-  39 00 26.73116(N)    074 47 28.36321(W) AD(       ) 4
 JU2958  NAD 27      -  39 00 26.33000(N)    074 47 29.77000(W) AD(       ) 3
 JU2958
 JU2958.Superseded values are not recommended for survey control.
 JU2958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2958.See file dsdata.txt to determine how the superseded data were derived.
 JU2958
 JU2958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1807817622(NAD 83)
 JU2958_MARKER: 57 = LOOKOUT TOWER
 JU2958
 JU2958  HISTORY     - Date     Condition        Report By
 JU2958  HISTORY     - 1928     FIRST OBSERVED   CGS
 JU2958  HISTORY     - 1970     GOOD             NGS
 JU2958
 JU2958                          STATION DESCRIPTION
 JU2958
 JU2958'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (RLS)
 JU2958'STATION IS THE HIGHEST POINT OF THE LOOKOUT TOWER ON HEREFORD
 JU2958'INLET COAST GUARD STATION, WHICH IS IN N WILDWOOD AND IS LOCATED
 JU2958'ON THE S SIDE OF HEREFORD INLET.  IT IS AN INTERSECTION STATION
 JU2958'AND IS NOT MARKED.
 JU2958
 JU2958                          STATION RECOVERY (1970)
 JU2958
 JU2958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU2958'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU2958'IS ADEQUATE.
 JU2958'
 JU2958'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2958'AT NORTH WILDWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2956 ***********************************************************************
 JU2956  DESIGNATION -  HEREFORD INLET LIGHTHOUSE
 JU2956  PID         -  JU2956
 JU2956  STATE/COUNTY-  NJ/CAPE MAY
 JU2956  USGS QUAD   -  STONE HARBOR (1972)
 JU2956
 JU2956                         *CURRENT SURVEY CONTROL
 JU2956  ___________________________________________________________________
 JU2956* NAD 83(1996)-  39 00 24.47542(N)    074 47 29.55604(W)     ADJUSTED  
 JU2956* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 JU2956  ___________________________________________________________________
 JU2956  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 JU2956  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 JU2956
 JU2956  HORZ ORDER  -  THIRD
 JU2956
 JU2956.The horizontal coordinates were established by classical geodetic methods
 JU2956.and adjusted by the National Geodetic Survey in September 1999..
 JU2956
 JU2956.The orthometric height was scaled from a topographic map.
 JU2956
 JU2956.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2956
 JU2956.The geoid height was determined by GEOID03.
 JU2956
 JU2956;                    North         East     Units Scale Factor Converg.
 JU2956;SPC NJ       -    19,295.589   124,749.568   MT  0.99990785   -0 11 00.6
 JU2956;SPC NJ       -    63,305.61    409,282.54   sFT  0.99990785   -0 11 00.6
 JU2956;UTM  18      - 4,317,551.711   518,048.908   MT  0.99960401   +0 07 52.3
 JU2956
 JU2956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2956!SPC NJ       -   1.00000373  x   0.99990785  =   0.99991158
 JU2956!UTM  18      -   1.00000373  x   0.99960401  =   0.99960774
 JU2956
 JU2956|---------------------------------------------------------------------|
 JU2956| PID    Reference Object                     Distance      Geod. Az  |
 JU2956|                                                           dddmmss.s |
 JU2956| JU2958 HEREFORD INLET CG STATION LOT        75.966 METERS 02217     |
 JU2956| JU2960 STONE HARBOR STANDPIPE              APPROX. 6.0 KM 0283702.2 |
 JU2956| HU1265 WILDWOOD FUNCHASER PIER E DOME      APPROX. 2.2 KM 2110218.8 |
 JU2956| HU1264 WILDWOOD FUNCHASER PIER W DOME      APPROX. 2.3 KM 2110936.2 |
 JU2956| HU1273 WILDWOOD CONVENTION HALL DOME       APPROX. 3.2 KM 2163520.8 |
 JU2956| HU1263 WILDWOOD STANDPIPE                  APPROX. 2.5 KM 2301407.5 |
 JU2956| JU2953 NORTH WILDWOOD STANDPIPE            483.914 METERS 2461551.7 |
 JU2956|---------------------------------------------------------------------|
 JU2956
 JU2956                          SUPERSEDED SURVEY CONTROL
 JU2956
 JU2956  NAD 83(1991)-  39 00 24.45531(N)    074 47 29.56155(W) AD(       ) 3
 JU2956  NAD 83(1986)-  39 00 24.45187(N)    074 47 29.56074(W) AD(       ) 3
 JU2956  NAD 27      -  39 00 24.04800(N)    074 47 30.96500(W) AD(       ) 3
 JU2956
 JU2956.Superseded values are not recommended for survey control.
 JU2956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2956.See file dsdata.txt to determine how the superseded data were derived.
 JU2956
 JU2956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1804917552(NAD 83)
 JU2956_MARKER: 13 = LIGHTHOUSE
 JU2956
 JU2956  HISTORY     - Date     Condition        Report By
 JU2956  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2956  HISTORY     - 1970     GOOD             NGS
 JU2956
 JU2956                          STATION DESCRIPTION
 JU2956
 JU2956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU2956'STATION RECOVERED IN GOOD CONDITION.
 JU2956'
 JU2956'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2956'AT NORTH WILDWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2829 ***********************************************************************
 JU2829  DESIGNATION -  HIGH
 JU2829  PID         -  JU2829
 JU2829  STATE/COUNTY-  NJ/ATLANTIC
 JU2829  USGS QUAD   -  PLEASANTVILLE (1994)
 JU2829
 JU2829                         *CURRENT SURVEY CONTROL
 JU2829  ___________________________________________________________________
 JU2829* NAD 83(1996)-  39 23 10.81851(N)    074 31 18.12027(W)     ADJUSTED  
 JU2829* NAVD 88     -        18.6    (meters)      61.     (feet)  GPS OBS   
 JU2829  ___________________________________________________________________
 JU2829  X           -   1,317,343.370 (meters)                     COMP
 JU2829  Y           -  -4,757,182.469 (meters)                     COMP
 JU2829  Z           -   4,025,548.430 (meters)                     COMP
 JU2829  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 JU2829  ELLIP HEIGHT-         -15.58  (meters)          (10/23/02) GPS OBS
 JU2829  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 JU2829
 JU2829  HORZ ORDER  -  FIRST
 JU2829  ELLP ORDER  -  FOURTH    CLASS I
 JU2829
 JU2829.The horizontal coordinates were established by GPS observations
 JU2829.and adjusted by the National Geodetic Survey in May 1999..
 JU2829
 JU2829.The orthometric height was determined by GPS observations and a
 JU2829.high-resolution geoid model.
 JU2829
 JU2829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2829
 JU2829.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2829
 JU2829.The ellipsoidal height was determined by GPS observations
 JU2829.and is referenced to NAD 83.
 JU2829
 JU2829.The geoid height was determined by GEOID03.
 JU2829
 JU2829;                    North         East     Units Scale Factor Converg.
 JU2829;SPC NJ       -    61,387.378   148,130.653   MT  0.99990004   -0 00 49.6
 JU2829;SPC NJ       -   201,401.76    485,991.98   sFT  0.99990004   -0 00 49.6
 JU2829;UTM  18      - 4,359,759.502   541,190.749   MT  0.99962089   +0 18 12.6
 JU2829
 JU2829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2829!SPC NJ       -   1.00000244  x   0.99990004  =   0.99990248
 JU2829!UTM  18      -   1.00000244  x   0.99962089  =   0.99962333
 JU2829
 JU2829|---------------------------------------------------------------------|
 JU2829| PID    Reference Object                     Distance      Geod. Az  |
 JU2829|                                                           dddmmss.s |
 JU2829| CB2067 HIGH RM 2                                          07534     |
 JU2829| JU2777 RITZ AERO BEACON                    APPROX. 7.7 KM 1185606.1 |
 JU2829| CB2068 HIGH RM 3                                          14614     |
 JU2829| CB2066 HIGH RM 1                                          29503     |
 JU2829|---------------------------------------------------------------------|
 JU2829
 JU2829                          SUPERSEDED SURVEY CONTROL
 JU2829
 JU2829  ELLIP H (05/14/99)  -15.60   (m)                       GP(       ) 4 1
 JU2829  NAD 83(1992)-  39 23 10.81736(N)    074 31 18.11934(W) AD(       ) 1
 JU2829  ELLIP H (03/31/93)  -15.67   (m)                       GP(       ) 3 2
 JU2829  NAD 83(1986)-  39 23 10.80262(N)    074 31 18.11343(W) AD(       ) 2
 JU2829  NAD 27      -  39 23 10.38000(N)    074 31 19.56400(W) AD(       ) 2
 JU2829
 JU2829.Superseded values are not recommended for survey control.
 JU2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2829.See file dsdata.txt to determine how the superseded data were derived.
 JU2829
 JU2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4119159760(NAD 83)
 JU2829_MARKER: DS = TRIANGULATION STATION DISK
 JU2829_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU2829_SP_SET: TRUNCATED CONCRETE BLOCK
 JU2829_STAMPING: HIGH 1931
 JU2829_MARK LOGO: CGS   
 JU2829_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2829+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1993
 JU2829
 JU2829  HISTORY     - Date     Condition        Report By
 JU2829  HISTORY     - 1931     MONUMENTED       CGS
 JU2829  HISTORY     - 1931     GOOD             CGS
 JU2829  HISTORY     - 1950     GOOD             CGS
 JU2829  HISTORY     - 19900809 GOOD             NJGS
 JU2829  HISTORY     - 19930313 GOOD             NJHA
 JU2829
 JU2829                          STATION DESCRIPTION
 JU2829
 JU2829'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 JU2829'THIS STATION IS APPROXIMATELY 5 MILES WESTERLY OF ATLANTIC CITY,
 JU2829'ATOP THE PLEASANTVILLE SENIOR HIGH SCHOOL BUILDING AT THE FOOT
 JU2829'OF ANSLEY BOULEVARD, PLEASANTVILLE.  THE STATION IS LOCATED IN THE
 JU2829'SE CORNER OF THE MONITOR ROOF--A LARGE RAISED CENTER ROOF WITH
 JU2829'RAMPS.
 JU2829'
 JU2829'CENTER IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 JU2829'(STAMPED HIGH-1931) SET IN THE TOP OF A 10- BY 10- BY 6-INCH
 JU2829'TRUNCATED-PYRAMIDAL CONCRETE MONUMENT (SECURED TO THE CONCRETE
 JU2829'ROOF BY LAG SCREWS).  THREE STANDARD C. AND G.S. BRONZE REFERENCE
 JU2829'DISKS WERE CEMENTED IN DRILL-HOLES ATOP THE PARAPET-COPINGS.  THE
 JU2829'REFERENCE MARK DISTANCES WERE NOT TAKEN.
 JU2829'
 JU2829'THERE IS AMPLE ROOM AND GOOD FOOTING FOR A CENTRAL TRIPOD SET-UP
 JU2829'ON THE TAR-AND-GRAVEL ROOFING.
 JU2829'
 JU2829'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 JU2829
 JU2829                          STATION RECOVERY (1931)
 JU2829
 JU2829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 JU2829'RECOVERED IN GOOD CONDITION.
 JU2829
 JU2829                          STATION RECOVERY (1950)
 JU2829
 JU2829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2829'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU2829'PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT.
 JU2829
 JU2829                          STATION RECOVERY (1990)
 JU2829
 JU2829'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2829'THE STATION IS LOCATED IN THE BOROUGH OF PLEASANTVILLE, APPROXIMATELY
 JU2829'5 MILES WEST OF ATLANTIC CITY, ON THE ROOF OF THE PLEASANTVILLE
 JU2829'SENIOR HIGH SCHOOL BUILDING AT THE FOOT OF ANSLEY BOULEVARD IN
 JU2829'PLEASANTVILLE, THE PROPERTY IS UNDER CONTROL OF THE PLEASANTVILLE
 JU2829'BOARD OF EDUCATION, DECATUR AVENUE, PLEASANTVILLE N.J. 08232, MR.
 JU2829'JOHN GARRITT IS ADMINISTRATOR OF SCHOOLS.  CONTACT THE SCHOOL
 JU2829'PRINCIPAL, MR NORMAN KING AT 609 383 6903, FOR ACCESS TO THE STATION.
 JU2829'THE STATION IS IN THE SOUTHEAST CORNER OF THE MONITOR ROOF, A LARGE
 JU2829'RAISED CENTER ROOF WITH RAMPS.  THE STATION IS MARKED BY A STANDARD
 JU2829'BRONZE DISK SET IN THE TOP OF A 10 INCH TRUNCATED, PYRAMIDAL CONCRETE
 JU2829'MONUMENT BOLTED TO THE ROOF BY LAG SCREWS. THERE IS AMPLE ROOM AND
 JU2829'GOOD FOOTING FOR A CENTRAL TRIPOD SETUP ON THE TAR AND GRAVEL ROOF.
 JU2829
 JU2829                          STATION RECOVERY (1993)
 JU2829
 JU2829'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 JU2829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2919 ***********************************************************************
 JU2919  DESIGNATION -  HIGH
 JU2919  PID         -  JU2919
 JU2919  STATE/COUNTY-  NJ/CAPE MAY
 JU2919  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2919
 JU2919                         *CURRENT SURVEY CONTROL
 JU2919  ___________________________________________________________________
 JU2919* NAD 83(1996)-  39 13 56.95906(N)    074 38 46.48288(W)     ADJUSTED  
 JU2919* NAVD 88     -                                                        
 JU2919  ___________________________________________________________________
 JU2919  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 JU2919  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 JU2919
 JU2919  HORZ ORDER  -  THIRD
 JU2919
 JU2919.The horizontal coordinates were established by classical geodetic methods
 JU2919.and adjusted by the National Geodetic Survey in September 1999..
 JU2919
 JU2919
 JU2919.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2919
 JU2919.The geoid height was determined by GEOID03.
 JU2919
 JU2919;                    North         East     Units Scale Factor Converg.
 JU2919;SPC NJ       -    44,318.428   137,374.124   MT  0.99990196   -0 05 33.0
 JU2919;SPC NJ       -   145,401.38    450,701.61   sFT  0.99990196   -0 05 33.0
 JU2919;UTM  18      - 4,342,636.225   530,531.786   MT  0.99961148   +0 13 25.5
 JU2919
 JU2919                          SUPERSEDED SURVEY CONTROL
 JU2919
 JU2919  NAD 83(1986)-  39 13 56.93979(N)    074 38 46.48387(W) AD(       ) 4
 JU2919  NAD 27      -  39 13 56.52800(N)    074 38 47.91100(W) AD(       ) 3
 JU2919
 JU2919.Superseded values are not recommended for survey control.
 JU2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2919.See file dsdata.txt to determine how the superseded data were derived.
 JU2919
 JU2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3053242636(NAD 83)
 JU2919_MARKER: 85 = CHIMNEY
 JU2919
 JU2919  HISTORY     - Date     Condition        Report By
 JU2919  HISTORY     - 1936     FIRST OBSERVED   CGS
 JU2919  HISTORY     - 1950     GOOD             CGS
 JU2919  HISTORY     - 1971     GOOD             NGS
 JU2919
 JU2919                          STATION DESCRIPTION
 JU2919
 JU2919'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2919'LOCATED ON A.C.R.R. SWING BRIDGE ACROSS THE PRESENT INLAND
 JU2919'WATERWAY ABOUT 1-3/4 MILES E OF THE TOWN OF PALERMO.  THE STATION
 JU2919'IS NOT MARKED AND IS A 4-INCH PIPE EXTENDING THROUGH THE ROOF
 JU2919'OF THE CONTROL HOUSE ON TOP OF THE BRIDGE.
 JU2919
 JU2919                          STATION RECOVERY (1950)
 JU2919
 JU2919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2919'STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 JU2919'IS ADEQUATE AND CORRECT WITH THE FOLLOWING ADDITION--
 JU2919'
 JU2919'STATION IS THE CENTER OF THE CHIMNEY NEAR THE NW CORNER OF
 JU2919'CONTROL HOUSE.
 JU2919
 JU2919                          STATION RECOVERY (1971)
 JU2919
 JU2919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU2919'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JU2919'
 JU2919'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2919'2.5 MILES N OF STRATHMERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4220 ***********************************************************************
 KV4220  DESIGNATION -  HIGH MOUNTAIN
 KV4220  PID         -  KV4220
 KV4220  STATE/COUNTY-  NJ/PASSAIC
 KV4220  USGS QUAD   -  PATERSON (1995)
 KV4220
 KV4220                         *CURRENT SURVEY CONTROL
 KV4220  ___________________________________________________________________
 KV4220* NAD 83(1996)-  40 58 14.07045(N)    074 11 53.97981(W)     ADJUSTED  
 KV4220* NAVD 88     -       268.4    (meters)     881.     (feet)  GPS OBS   
 KV4220  ___________________________________________________________________
 KV4220  X           -   1,313,319.274 (meters)                     COMP
 KV4220  Y           -  -4,640,654.933 (meters)                     COMP
 KV4220  Z           -   4,160,111.346 (meters)                     COMP
 KV4220  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 KV4220  ELLIP HEIGHT-         236.23  (meters)          (10/23/02) GPS OBS
 KV4220  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KV4220
 KV4220  HORZ ORDER  -  FIRST
 KV4220  ELLP ORDER  -  FOURTH    CLASS I
 KV4220
 KV4220.The horizontal coordinates were established by GPS observations
 KV4220.and adjusted by the National Geodetic Survey in May 1999..
 KV4220
 KV4220.The orthometric height was determined by GPS observations and a
 KV4220.high-resolution geoid model.
 KV4220
 KV4220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4220
 KV4220.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4220
 KV4220.The ellipsoidal height was determined by GPS observations
 KV4220.and is referenced to NAD 83.
 KV4220
 KV4220.The geoid height was determined by GEOID03.
 KV4220
 KV4220;                    North         East     Units Scale Factor Converg.
 KV4220;SPC NJ       -   237,323.979   175,390.014   MT  0.99990793   +0 11 52.1
 KV4220;SPC NJ       -   778,620.42    575,425.40   sFT  0.99990793   +0 11 52.1
 KV4220;SPC NY E     -   237,323.979   175,390.014   MT  0.99990793   +0 11 52.1
 KV4220;SPC NY E     -   778,620.42    575,425.40   sFT  0.99990793   +0 11 52.1
 KV4220;UTM  18      - 4,535,800.045   567,452.154   MT  0.99965600   +0 31 32.4
 KV4220
 KV4220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4220!SPC NJ       -   0.99996295  x   0.99990793  =   0.99987088
 KV4220!SPC NY E     -   0.99996295  x   0.99990793  =   0.99987088
 KV4220!UTM  18      -   0.99996295  x   0.99965600  =   0.99961896
 KV4220
 KV4220:                Primary Azimuth Mark                     Grid Az
 KV4220:SPC NJ       -  HIGH TORNE RESET                         008 15 31.5
 KV4220:SPC NY E     -  HIGH TORNE RESET                         008 15 31.5
 KV4220:UTM  18      -  HIGH TORNE RESET                         007 55 51.2
 KV4220
 KV4220|---------------------------------------------------------------------|
 KV4220| PID    Reference Object                     Distance      Geod. Az  |
 KV4220|                                                           dddmmss.s |
 KV4220| LY2544 HIGH TORNE RESET                    APPROX.20.3 KM 0082723.6 |
 KV4220|---------------------------------------------------------------------|
 KV4220
 KV4220                          SUPERSEDED SURVEY CONTROL
 KV4220
 KV4220  ELLIP H (05/14/99)  236.24   (m)                       GP(       ) 4 1
 KV4220  NAD 83(1996)-  40 58 14.07035(N)    074 11 53.97994(W) AD(       ) 1
 KV4220  ELLIP H (04/30/95)  236.18   (m)                       GP(       ) 3 2
 KV4220  NAD 83(1986)-  40 58 14.06939(N)    074 11 53.98148(W) AD(       ) 1
 KV4220  NAD 83(1986)-  40 58 14.06814(N)    074 11 53.97897(W) AD(       ) 1
 KV4220  NAD 27      -  40 58 13.71508(N)    074 11 55.45654(W) AD(       ) 1
 KV4220
 KV4220.Superseded values are not recommended for survey control.
 KV4220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4220.See file dsdata.txt to determine how the superseded data were derived.
 KV4220
 KV4220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6745235800(NAD 83)
 KV4220_MARKER: B = BOLT
 KV4220_SETTING: 66 = SET IN ROCK OUTCROP
 KV4220_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KV4220_MARK LOGO: CGS   
 KV4220_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV4220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV4220+STABILITY: POSITION/ELEVATION WELL
 KV4220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4220+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1994
 KV4220
 KV4220  HISTORY     - Date     Condition        Report By
 KV4220  HISTORY     - 1883     MONUMENTED       CGS
 KV4220  HISTORY     - 1883     GOOD             CGS
 KV4220  HISTORY     - 1934     GOOD             NJGS
 KV4220  HISTORY     - 1936     GOOD             NJGS
 KV4220  HISTORY     - 1937     GOOD             BSA
 KV4220  HISTORY     - 19911219 GOOD             NJGS
 KV4220  HISTORY     - 19921030 GOOD             NJGS
 KV4220  HISTORY     - 19940520 GOOD             NJGS
 KV4220  HISTORY     - 20060415 GOOD             GEOCAC
 KV4220
 KV4220                          STATION DESCRIPTION
 KV4220
 KV4220'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (EAB)
 KV4220'STATION IS ON THE SUMMIT OF THE ELEVATION OF THAT NAME, ONE OF
 KV4220'THE HIGHEST OF BREAKNESS RANGE.  IT IS ABOUT 3 MILES N OF PATERSON,
 KV4220'3/8 MILE W OF ROAD LEADING THERETO, AND 1/2 MILE S OF THE BOUNDARY
 KV4220'BETWEEN PASSAIC AND BERGEN COUNTIES.  PHILIP ORRS HOUSE IS ABOUT
 KV4220'1/8 MILE W OF THE PATERSON-FRANKLIN LAKE ROAD, AND ABOUT 3/8
 KV4220'MILE SSE FROM THE STATION.  A FOOTPATH LEADS FROM THIS HOUSE TO
 KV4220'THE SUMMIT.  THE STATION IS MARKED BY A COPPER BOLT SET IN A
 KV4220'HOLE DRILLED IN THE ROCK.  REFERENCE MARKS ARE PLACED AS
 KV4220'FOLLOWS--NO.1 IS AN ARROW HEAD CUT ON AN OUTCROP OF LEDGE, IS 11
 KV4220'FEET E OF THE STATION.  NO.2 IS AN ARROW HEAD CUT IN LEDGE, IS
 KV4220'48 FEET S BY E FROM THE STATION.  NO.3 IS AN ARROW HEAD CUT ON
 KV4220'TOP OF OUTCROP OF LEDGE, IS 55 FEET 2 INCHES WSW OF THE
 KV4220'STATION.  NO.4 IS AN ARROW HEAD CUT ON TOP OF A LEDGE, IS 98
 KV4220'FEET NNE OF THE STATION.
 KV4220
 KV4220                          STATION RECOVERY (1883)
 KV4220
 KV4220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1883
 KV4220'RECOVERED IN GOOD CONDITION.
 KV4220
 KV4220                          STATION RECOVERY (1934)
 KV4220
 KV4220'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1934
 KV4220'RECOVERED AS ORIGINALLY DESCRIBED, WITH THE FOLLOWING EXCEPTIONS
 KV4220'AND ADDITIONS--
 KV4220'
 KV4220'CLOSE TO REFERENCE MARKS NOS.2 AND 3, STANDARD STATE SURVEY
 KV4220'DISKS HAVE BEEN PLACED.
 KV4220
 KV4220                          STATION RECOVERY (1936)
 KV4220
 KV4220'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 KV4220'RECOVERED IN GOOD CONDITION AS DESCRIBED.  AZIMUTH MARK IS
 KV4220'MONUMENT 637, A STANDARD STATE SURVEY DISK SET IN A CONCRETE POST
 KV4220'0.1 FOOT ABOVE GRADE, LOCATED IN THE RIGHT-OF-WAY OF THE AMERICAN
 KV4220'TELEPHONE AND TELEGRAPH COMPANY ABOUT 264 FEET NW OF THE W EDGE OF
 KV4220'THE PAVEMENT OF N HALEDON AVENUE (STATE ROUTE 7) AT A POINT ABOUT
 KV4220'0.5 MILE, NE OF ITS INTERSECTION WITH MANCHESTER ROAD.
 KV4220'
 KV4220'TIES 2, 3 AND 4 OF THE ORIGINAL DESCRIPTION WERE RECOVERED.
 KV4220
 KV4220                          STATION RECOVERY (1937)
 KV4220
 KV4220'RECOVERY NOTE BY BOY SCOUTS OF AMERICA 1937
 KV4220'STATION FOUND TO BE AS DESCRIBED.
 KV4220'
 KV4220'WOODEN TRIPOD OVER THE STATION HAS BEEN USED FOR A LOOKOUT
 KV4220'TOWER BY THE PEOPLE THEREABOUTS AND IS IN QUITE A STATE OF
 KV4220'DILAPIDATION.
 KV4220'
 KV4220'STATION AND REFERENCE MARKS IN GOOD CONDITION.
 KV4220
 KV4220                          STATION RECOVERY (1991)
 KV4220
 KV4220'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV4220'THE STATION IS LOCATED IN WAYNE TOWNSHIP ON THE GROUNDS OF HIGH
 KV4220'MOUNTAIN WILDERNESS PARK ON THE SUMMIT OF A MOUNTAIN OF THE SAME
 KV4220'NAME.  TO REACH THE STATION FROM THE INTERSECTION OF THE PATERSON
 KV4220'HAMBURG TURNPIKE, COUNTY ROAD 504 AND POMPTON ROAD, ALSO COUNTY ROAD
 KV4220'504, GO EAST ON POMPTON ROAD FOR 1.0 MI (1.6 KM) TO THE INTERSECTION
 KV4220'WITH BELMONT AVENUE ON THE LEFT.  TURN LEFT ON BELMONT AVENUE AND GO
 KV4220'NORTH FOR 1.95 MI (3.14 KM) TO THE JUNCTION WITH GLEN PLACE.  TURN
 KV4220'LEFT ON GLEN PLACE AND GO WEST THEN NORTH FOR 0.15 MI (0.24 KM) TO A
 KV4220'METAL BARRICADE AT THE END OF A PAVED ROAD.  PARK TRUCK AND FOLLOW
 KV4220'ROAD LEADING TO THE SUMMIT AND THE STATION.  THE STATION IS MARKED BY
 KV4220'A BOLT WITH A CROSS CUT IN THE CENTER SET IN ROCK OUTCROP AT THE
 KV4220'HIGHEST POINT OF THE SUMMIT.  ORIGINAL REFERENCE MARK NUMBER 3 AND
 KV4220'WAS RECOVERED AT THIS TIME AS WELL AS THE SHANK OF NEW REFERENCE MARK
 KV4220'3. NO MEASUREMENTS WERE TAKEN AT THIS TIME.
 KV4220
 KV4220                          STATION RECOVERY (1992)
 KV4220
 KV4220'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV4220'THE STATION IS LOCATED IN WAYNE TOWNSHIP ON THE GROUNDS OF THE HIGH
 KV4220'MOUNTAIN WILDERNESS PARK ON THE SUMMIT OF A MOUNTAIN OF THE SAME
 KV4220'NAME.  TO REACH THE STATION FROM THE INTERSECTION OF THE EXIT RAMP
 KV4220'LEADING FROM THE NORTHBOUND LANES OF THE GARDEN STATE PARKWAY AND
 KV4220'PARAMUS ROAD AT INTERCHANGE 160, GO NORTHWEST ON PARAMUS ROAD FOR 0.5
 KV4220'MI (0.80 KM) TO A BRIDGE AT THE JUNCTION WITH STATE HIGHWAY 4.  TAKE
 KV4220'EXIT RAMP FOR STATE HIGHWAY 208 AND GO WEST ON STATE HIGHWAY 4 FOR
 KV4220'0.2 MI (0.32 KM) TO A WYE JUNCTION AND THE BEGINNING OF STATE HIGHWAY
 KV4220'208.  BEAR TO THE RIGHT AND GO NORTHWEST ON STATE HIGHWAY 208 FOR 8.1
 KV4220'MI (13.04 KM) TO THE EXIT RAMP LEADING TO THE TEE JUNCTION WITH EWING
 KV4220'AVENUE.  AT THE END OF THE EXIT RAMP, TURN LEFT ON EWING AVENUE,
 KV4220'COUNTY ROAD 502 WEST, AND GO SOUTHWEST FOR 1.9 MI (3.06 KM) TO THE
 KV4220'TEE JUNCTION WITH HIGH MOUNTAIN ROAD. TURN LEFT AND GO SOUTHEAST ON
 KV4220'HIGH MOUNTAIN ROAD FOR 1.0 MI (1.61 KM) TO THE WYE JUNCTION WITH
 KV4220'BELMONT AVENUE.  BEAR TO THE RIGHT AND GO SOUTH ON BELMONT AVENUE FOR
 KV4220'0.25 MI (0.40 KM) TO THE TEE JUNCTION WITH GLEN PLACE.  TURN RIGHT
 KV4220'AND GO WEST THEN NORTH ON GLEN PLACE FOR 0.15 MI (0.24 KM) TO THE END
 KV4220'OF PAVED ROAD AT A BARRICADE.  PARK TRUCK AND PACK UP VERY STEEP HILL
 KV4220'TO THE SUMMIT AND THE STATION.  THE STATION IS MARKED BY A THREE
 KV4220'QUARTER INCH DIAMETER COPPER BOLT WITH A CROSS CUT IN THE CENTER SET
 KV4220'FLUSH IN A DRILL HOLE IN ROCK OUTCROP AT THE HIGHEST POINT OF THE
 KV4220'SUMMIT. ORIGINAL REFERENCE MARK NUMBER 3 WAS RECOVERED AS WELL AS THE
 KV4220'SHANK OF NEW REFERENCE MARK NUMBER 3.  NO MEASUREMENTS WERE MADE AT
 KV4220'THIS TIME.
 KV4220
 KV4220                          STATION RECOVERY (1994)
 KV4220
 KV4220'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 KV4220'THE STATION IS LOCATED IN WAYNE TOWNSHIP ON THE GROUNDS OF HIGH
 KV4220'MOUNTAIN WILDERNESS PARK ON THE SUMMIT OF A MOUNTAIN OF THE SAME NAME.
 KV4220'TO REACH THE STATION FROM THE INTERSECTION OF THE PATERSON HAMBURG
 KV4220'TURNPIKE, COUNTY ROAD 504 AND POMPTON ROAD, ALSO COUNTY ROAD 504, GO
 KV4220'EAST ON POMPTON ROAD FOR 1.0 MI (1.6 KM) TO THE INTERSECTION WITH
 KV4220'BELMONT AVENUE ON THE LEFT.  TURN LEFT ON BELMONT AVENUE AND GO NORTH
 KV4220'FOR 1.95 MI (3.14 KM) TO THE JUNCTION WITH GLEN PLACE.  TURN LEFT ON
 KV4220'GLEN PLACE AND GO WEST THEN NORTH FOR 0.15 MI (0.24 KM) TO A METAL
 KV4220'BARRICADE AT THE END OF A PAVED ROAD.  PARK TRUCK AND FOLLOW ROAD
 KV4220'LEADING TO THE SUMMIT AND THE STATION.  THE STATION IS MARKED BY A
 KV4220'BOLT WITH A CROSS CUT IN THE CENTER SET IN ROCK OUTCROP AT THE HIGHEST
 KV4220'POINT OF THE SUMMIT.  ORIGINAL REFERENCE MARK NUMBER 3 AND WAS
 KV4220'RECOVERED AT THIS TIME AS WELL AS THE SHANK OF NEW REFERENCE MARK 3.
 KV4220'NO MEASUREMENTS WERE TAKEN AT THIS TIME.
 KV4220
 KV4220                          STATION RECOVERY (2006)
 KV4220
 KV4220'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV4220'FOLLOWED DIRECTIONS FOR 1994 RECOVERY.  RM1 LOCATED EASILY.  RM2
 KV4220'LOCATED AT N 40 58 13.7 W 74 11 53.8, NEAR SHANK OF DISK.  RM3 LOCATED
 KV4220'AT N 40 58 13.9 W 74 11 54.5, NEAR SHANK OF DISK.  RM4 LOCATED AT N 40
 KV4220'58 15.0 W 74 11 56.6.  AZIMUTH MARKER NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2688 ***********************************************************************
 JU2688  DESIGNATION -  HIGH POINT
 JU2688  PID         -  JU2688
 JU2688  STATE/COUNTY-  NJ/OCEAN
 JU2688  USGS QUAD   -  SHIP BOTTOM (1972)
 JU2688
 JU2688                         *CURRENT SURVEY CONTROL
 JU2688  ___________________________________________________________________
 JU2688* NAD 83(1996)-  39 42 27.55942(N)    074 08 06.40893(W)     ADJUSTED  
 JU2688* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2688  ___________________________________________________________________
 JU2688  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 JU2688  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JU2688
 JU2688  HORZ ORDER  -  SECOND
 JU2688
 JU2688.The horizontal coordinates were established by classical geodetic methods
 JU2688.and adjusted by the National Geodetic Survey in September 1999..
 JU2688
 JU2688.The orthometric height was scaled from a topographic map.
 JU2688
 JU2688.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2688
 JU2688.The geoid height was determined by GEOID03.
 JU2688
 JU2688;                    North         East     Units Scale Factor Converg.
 JU2688;SPC NJ       -    97,121.750   181,288.439   MT  0.99991205   +0 13 59.2
 JU2688;SPC NJ       -   318,640.27    594,777.15   sFT  0.99991205   +0 13 59.2
 JU2688;UTM  18      - 4,395,668.163   574,140.837   MT  0.99966767   +0 33 09.3
 JU2688
 JU2688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2688!SPC NJ       -   1.00000499  x   0.99991205  =   0.99991704
 JU2688!UTM  18      -   1.00000499  x   0.99966767  =   0.99967266
 JU2688
 JU2688:                Primary Azimuth Mark                     Grid Az
 JU2688:SPC NJ       -  LOVELADIES COAST GUARD CUPOLA            023 11 22.1
 JU2688:UTM  18      -  LOVELADIES COAST GUARD CUPOLA            022 52 12.0
 JU2688
 JU2688|---------------------------------------------------------------------|
 JU2688| PID    Reference Object                     Distance      Geod. Az  |
 JU2688|                                                           dddmmss.s |
 JU2688| JU2666 LOVELADIES COAST GUARD CUPOLA       APPROX. 2.8 KM 0232521.3 |
 JU2688| JU0163 HIGH POINT RM 1                      30.139 METERS 09529     |
 JU2688| JU2693 HARVEY CEDARS CG CUPOLA             APPROX. 2.0 KM 2000543.8 |
 JU2688| CB2069 HIGH POINT RM 2 AZIMUTH                            20013     |
 JU2688| JU2692 CAMP WHALEN CUPOLA                  APPROX. 1.4 KM 2130948.2 |
 JU2688| JU2643 BARNEGAT WATER TANK                 APPROX. 9.1 KM 3054902.9 |
 JU2688| CB2070 HIGH POINT RM 3                      24.268 METERS 31656     |
 JU2688|---------------------------------------------------------------------|
 JU2688
 JU2688                          SUPERSEDED SURVEY CONTROL
 JU2688
 JU2688  NAD 83(1986)-  39 42 27.55098(N)    074 08 06.40148(W) AD(       ) 2
 JU2688  NAD 27      -  39 42 27.11700(N)    074 08 07.91360(W) AD(       ) 2
 JU2688
 JU2688.Superseded values are not recommended for survey control.
 JU2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2688.See file dsdata.txt to determine how the superseded data were derived.
 JU2688
 JU2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7414195668(NAD 83)
 JU2688_MARKER: DS = TRIANGULATION STATION DISK
 JU2688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2688_SP_SET: CONCRETE POST
 JU2688_STAMPING: HIGHPOINT 1932
 JU2688_MARK LOGO: CGS   
 JU2688_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2688+STABILITY: SURFACE MOTION
 JU2688
 JU2688  HISTORY     - Date     Condition        Report By
 JU2688  HISTORY     - 1932     MONUMENTED       CGS
 JU2688  HISTORY     - 1932     GOOD             CGS
 JU2688  HISTORY     - 1935     GOOD             CGS
 JU2688  HISTORY     - 1962     SEE DESCRIPTION  CGS
 JU2688  HISTORY     - 1984     SEE DESCRIPTION  USPSQD
 JU2688  HISTORY     - 19900810 SEE DESCRIPTION  NJGS
 JU2688
 JU2688                          STATION DESCRIPTION
 JU2688
 JU2688'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2688'STATION IS A STANDARD MARK 23 PACES NE OF THE CENTER LINE OF THE
 JU2688'DIRT ROAD RUNNING W OF LONG BEACH BOULEVARD.  THE STATION IS IN
 JU2688'THE CENTER OF A VACANT SAND LOT, 93.1 FEET TO THE SW FOOTING OF
 JU2688'THE HIGH POINT WATER TANK, 238.7 FEET TO WATERS EDGE AT
 JU2688'BULKHEAD N OF THE STATION ON EIGHTY-FIRST STREET.
 JU2688'
 JU2688'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2688'DISKS SET IN CONCRETE AS DESCRIBED.
 JU2688'
 JU2688'REFERENCE MARK NO.1 IS 89.9 FEET W OF THE STATION, 56.2 FEET
 JU2688'TO THE SW FOOTING OF THE HIGH POINT WATER TANK.  REFERENCE MARK
 JU2688'NO.2 IS 0.2 MILE E OF THE STATION.  REFERENCE MARK NO.3 IS 79.6
 JU2688'FEET FROM THE STATION AT THE S CORNER OF EMPTY LOT, 137.4 FEET
 JU2688'TO THE SW FOOTING OF THE HIGH POINT WATER TANK.
 JU2688'
 JU2688'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 JU2688
 JU2688                          STATION RECOVERY (1932)
 JU2688
 JU2688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 JU2688'RECOVERED IN GOOD CONDITION.
 JU2688
 JU2688                          STATION RECOVERY (1935)
 JU2688
 JU2688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2688'STATION WAS RECOVERED AND THE ANGLES AND DISTANCES TO REFERENCE
 JU2688'MARKS REMEASURED.  THE ORIGINAL DESCRIPTION IS CORRECT AND
 JU2688'ADEQUATE EXCEPT THAT REFERENCE MARK NO.1 IS E OF THE STATION
 JU2688'AND NOT W AND THE DISTANCE FROM REFERENCE MARK NO.1 TO THE
 JU2688'STATION IS 98.88 FEET AND NOT 89.90 FEET.
 JU2688
 JU2688                          STATION RECOVERY (1962)
 JU2688
 JU2688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2688'RM 1 WAS RECOVERED BENEATH 1.5 FEET OF STORM-CARRIED FILL, 60.5
 JU2688'FEET WEST OF THE SOUTHEAST CORNER OF A WOVEN-WIRE FENCE AT THE
 JU2688'JUNCTION OF 80TH STREET AND ANCHOR AVENUE, 10.5 FEET SOUTH OF
 JU2688'THIS FENCE AND 1.5 FEET EAST OF ACE POLE NUMBER 8207.  IT IS
 JU2688'ABOUT AT THE CURB LINE ON 80TH STREET.
 JU2688'
 JU2688'THE STATION MARK IS BENEATH THE PAVEMENT OF 80TH STREET,
 JU2688'SUPPOSEDLY RECOVERABLE, AS AN IRON COVER WAS PLACED OVER THE
 JU2688'MARK AT THE TIME OF THE PAVING SO THAT THE METAL DETECTOR
 JU2688'(DIP-NEEDLE) BELONGING TO THE WATER DEPARTMENT AND AVAILABLE AT
 JU2688'THEIR NEARBY BUILDINGS WOULD SHOW ITS LOCATION.
 JU2688'
 JU2688'RM 3 IS BENEATH THE LAWN OF A DWELLING, THE SECOND BUILDING
 JU2688'WEST OF THE FENCE, ON 80TH STREET.
 JU2688'
 JU2688'RM 2 (AZIMUTH MARK) WHICH IS SOUTH RATHER THAN EAST OF THE
 JU2688'STATION, COULD NOT BE SEARCHED FOR AT THIS TIME, THE AREA BEING
 JU2688'IN A CHAOTIC STATE WITH HEAVY EQUIPMENT WORKING AROUND THE
 JU2688'DISPLACED AND DAMAGED BUILDINGS.  IT IS PROBABLY DESTROYED.
 JU2688
 JU2688                          STATION RECOVERY (1984)
 JU2688
 JU2688'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 JU2688'STATION - NEED METAL DETECTOR TO LOCATE - BENEATH PAVED STREET
 JU2688'RM 1 RECOVERED IN GOOD CONDITION.
 JU2688'AZIMUTH- (RM 2) FROM DESCRIPTION IS UNDER BLACKTOP OF FIREHOUSE
 JU2688'APRON.
 JU2688'
 JU2688'RM 3- NOT RECOVERED - SUPPOSEDLY UNDER A LAWN.
 JU2688
 JU2688                          STATION RECOVERY (1990)
 JU2688
 JU2688'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2688'THE STATION WAS SEARCHED FOR AND NOT FOUND. THE TIES MENTIONED IN THE
 JU2688'LAST RECOVERY DESCRIPTION FALL IN THE ASPHALT PAVING. THE STATION IS
 JU2688'PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU4051 ***********************************************************************
 KU4051  DESIGNATION -  HIGH POINT
 KU4051  PID         -  KU4051
 KU4051  STATE/COUNTY-  NJ/BERGEN
 KU4051  USGS QUAD   -  YONKERS (1979)
 KU4051
 KU4051                         *CURRENT SURVEY CONTROL
 KU4051  ___________________________________________________________________
 KU4051* NAD 83(1996)-  40 58 01.71116(N)    073 54 42.89703(W)     ADJUSTED  
 KU4051* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 KU4051  ___________________________________________________________________
 KU4051  LAPLACE CORR-           6.36  (seconds)                    DEFLEC99
 KU4051  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KU4051
 KU4051  HORZ ORDER  -  FIRST
 KU4051
 KU4051.The horizontal coordinates were established by classical geodetic methods
 KU4051.and adjusted by the National Geodetic Survey in September 1999..
 KU4051
 KU4051.The orthometric height was scaled from a topographic map.
 KU4051
 KU4051.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4051
 KU4051.The geoid height was determined by GEOID03.
 KU4051
 KU4051;                    North         East     Units Scale Factor Converg.
 KU4051;SPC NJ       -   237,065.478   199,498.307   MT  0.99993015   +0 23 08.1
 KU4051;SPC NJ       -   777,772.32    654,520.70   sFT  0.99993015   +0 23 08.1
 KU4051;UTM  18      - 4,535,679.528   591,555.757   MT  0.99970317   +0 42 48.3
 KU4051
 KU4051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4051!SPC NJ       -   0.99999304  x   0.99993015  =   0.99992319
 KU4051!UTM  18      -   0.99999304  x   0.99970317  =   0.99969621
 KU4051
 KU4051|---------------------------------------------------------------------|
 KU4051| PID    Reference Object                     Distance      Geod. Az  |
 KU4051|                                                           dddmmss.s |
 KU4051| CB6142 HIGH POINT RM 1 RESET                22.641 METERS 02111     |
 KU4051| KU3699 SPRAIN                              APPROX. 5.9 KM 0894555.1 |
 KU4051| KU4111 YONKERS ALEXANDER SMITH CO STK      APPROX. 3.8 KM 1561229.6 |
 KU4051| KU4113 YONKERS OTIS ELEVATOR CO TANK       APPROX. 3.2 KM 1604017.2 |
 KU4051| KU4108 YONKERS NATL SUGAR MILL STACK       APPROX. 3.8 KM 1695637.4 |
 KU4051| CB6144 HIGH POINT RM 2 RESET                 3.246 METERS 20948     |
 KU4051| CB6141 HIGH POINT RM 1                      13.150 METERS 26943     |
 KU4051| CB6145 HIGH POINT RM                         7.715 METERS 30038     |
 KU4051| CB6143 HIGH POINT RM 2                      12.256 METERS 33613     |
 KU4051|---------------------------------------------------------------------|
 KU4051
 KU4051                          SUPERSEDED SURVEY CONTROL
 KU4051
 KU4051  NAD 83(1996)-  40 58 01.71115(N)    073 54 42.89703(W) AD(       ) 1
 KU4051  NAD 83(1996)-  40 58 01.71166(N)    073 54 42.89756(W) AD(       ) 1
 KU4051  NAD 83(1992)-  40 58 01.70996(N)    073 54 42.89817(W) AD(       ) 1
 KU4051  NAD 83(1986)-  40 58 01.71289(N)    073 54 42.89581(W) AD(       ) 1
 KU4051  NAD 27      -  40 58 01.36080(N)    073 54 44.40896(W) AD(       ) 1
 KU4051
 KU4051.Superseded values are not recommended for survey control.
 KU4051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4051.See file dsdata.txt to determine how the superseded data were derived.
 KU4051
 KU4051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9155635680(NAD 83)
 KU4051_MARKER: H = DRILL HOLE
 KU4051_SETTING: 66 = SET IN ROCK OUTCROP
 KU4051
 KU4051  HISTORY     - Date     Condition        Report By
 KU4051  HISTORY     - 1921     MONUMENTED       NY6820
 KU4051  HISTORY     - 1930     GOOD             CGS
 KU4051  HISTORY     - 1934     GOOD             RBNF
 KU4051  HISTORY     - 1938     GOOD             CGS
 KU4051  HISTORY     - 1964     MARK NOT FOUND   CGS
 KU4051
 KU4051                          STATION DESCRIPTION
 KU4051
 KU4051'DESCRIBED BY CITY OF YONKERS NEW YORK 1921
 KU4051'THIS STATION WAS ESTABLISHED BY THE CITY OF YONKERS IN 1921 WITH
 KU4051'THE FOLLOWING DESCRIPTION--
 KU4051'
 KU4051'STATION IS A 1/4-INCH DRILL HOLE IN LEDGE ROCK AT TOP OF PALISADES
 KU4051'NEAR EDGE OF CLIFF ON FIRST PROJECTING POINT N OF WATER-TANK ON
 KU4051'RINGLING PROPERTY.  IT IS 3 METERS FROM EDGE OF CLIFF.  THIS
 KU4051'STATION WAS FOUND AS DESCRIBED BY THE CITY OF YONKERS, AND WAS
 KU4051'MARKED WITH STANDARD DISK.
 KU4051
 KU4051                          STATION RECOVERY (1930)
 KU4051
 KU4051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (CAE)
 KU4051'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL
 KU4051'HOLES IN OUTCROPPING BEDROCK.
 KU4051'
 KU4051'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.7 METERS.
 KU4051
 KU4051                          STATION RECOVERY (1934)
 KU4051
 KU4051'RECOVERY NOTE BY RESEARCHED BUT NOT FOUND 1934
 KU4051'RECOVERED BY WCCS.
 KU4051'
 KU4051'STATION RECOVERED.  BY THE CITY OF YONKERS, AND RECOVERED BY T.S.
 KU4051'MITCHELL IN 1935.
 KU4051'
 KU4051'NEW REFERENCE MARKS WERE ESTABLISHED BY R. CRONQUIST (1936).
 KU4051'
 KU4051'THE STATION IS ON THE INTERSTATE PARK PROPERTY, ALONG THE HUDSON
 KU4051'RIVER, OPPOSITE THE CITY OF YONKERS.
 KU4051
 KU4051                          STATION RECOVERY (1938)
 KU4051
 KU4051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 KU4051'STATION WAS ESTABLISHED BY THE CITY OF YONKERS AND WAS RE-MARKED
 KU4051'IN 1930.
 KU4051'
 KU4051'STATION IS A STANDARD DISK CEMENTED IN THE ROCK OUTCROP ON A
 KU4051'JUTTING CLIFF ON THE W SIDE OF THE HUDSON RIVER, ABOUT 2.5 MILES
 KU4051'SW OF HASTINGS AND 2.25 MILES NW OF THE CITY OF YONKERS, THE
 KU4051'OWNER OF PROPERTY UNKNOWN.  STATION IS 4 PACES W OF THE EDGE OF
 KU4051'THE CLIFF, 2-1/2 PACES W OF A 1-1/2 CIRCLE WITH INSCRIBED CROSS,
 KU4051'CUT IN THE ROCK.
 KU4051'
 KU4051'REFERENCE MARK NO.1, 74.28 FEET NE OF THE STATION.
 KU4051'
 KU4051'REFERENCE MARK NO.2, IS 40.21 FEET NW OF THE STATION STAMPED, HIGH
 KU4051'POINT NO.2 1930.  IT IS 10.65 FEET SW OF THE STATION, STAMPED HIGH
 KU4051'POINT NO.2 1938.
 KU4051'
 KU4051'REFERENCE MARK WESTCHESTER COUNTY SURVEY, 25.31 FEET WNW OF THE
 KU4051'STATION SET IN OUTCROPPING BEDROCK.
 KU4051'
 KU4051'TO REACH THE STATION FROM THE TRAFFIC LIGHT OF U.S. HIGHWAY 9W AND
 KU4051'T-ROAD E TO YONKERS FERRY, GO N ON U.S. HIGHWAY 9W, 1.7 MILES TO
 KU4051'CROSS ROAD, TURN RIGHT AND GO 0.25 MILE TO THE END OF ROAD AT THE
 KU4051'PLACE CALLED THE LOOKOUT, AT A CONCRETE BLOCK WALL 3 FEET HIGH ON
 KU4051'THE CLIFF OVERLOOKING THE HUDSON RIVER.  END OF TRUCK TRAVEL.
 KU4051'TURN RIGHT AND FOLLOW FOOT PATH S ALONG RIVER ABOUT 0.5 MILE TO A
 KU4051'20-INCH OAK TREE WHICH HAS FALLEN ACROSS THE PATH.  CROSS THIS AND
 KU4051'CONTINUE ABOUT 60 YARDS TO A SMALL CLEARED SPOT AND THE STATION ON
 KU4051'THE LEFT.
 KU4051'
 KU4051'NOTE--THE FOLLOWING INFORMATION WAS ADDED IN THE OFFICE DECEMBER
 KU4051'20, 1938--
 KU4051'
 KU4051'LIEUTENANT A.P. RATTI FORWARDED WITH A LETTER, DATED DECEMBER 10,
 KU4051'1938, THE FOLLOWING DATA--
 KU4051'
 KU4051'REFERENCE MARK NO.1, (1930) NOT CHECKED TO.
 KU4051
 KU4051                          STATION RECOVERY (1964)
 KU4051
 KU4051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (GB)
 KU4051'STATION WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0165 ***********************************************************************
 JU0165  DESIGNATION -  HIGH POINT 2
 JU0165  PID         -  JU0165
 JU0165  STATE/COUNTY-  NJ/OCEAN
 JU0165  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0165
 JU0165                         *CURRENT SURVEY CONTROL
 JU0165  ___________________________________________________________________
 JU0165* NAD 83(1996)-  39 42 28.39158(N)    074 08 05.51931(W)     ADJUSTED  
 JU0165* NAVD 88     -         1.000  (meters)       3.28   (feet)  ADJUSTED  
 JU0165  ___________________________________________________________________
 JU0165  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 JU0165  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JU0165  DYNAMIC HT  -           1.000 (meters)       3.28  (feet)  COMP
 JU0165  MODELED GRAV-     980,157.7   (mgal)                       NAVD 88
 JU0165
 JU0165  HORZ ORDER  -  SECOND
 JU0165  VERT ORDER  -  FIRST     CLASS I
 JU0165
 JU0165.The horizontal coordinates were established by classical geodetic methods
 JU0165.and adjusted by the National Geodetic Survey in September 1999..
 JU0165
 JU0165.The orthometric height was determined by differential leveling
 JU0165.and adjusted by the National Geodetic Survey in June 1991..
 JU0165
 JU0165.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0165
 JU0165.The geoid height was determined by GEOID03.
 JU0165
 JU0165.The dynamic height is computed by dividing the NAVD 88
 JU0165.geopotential number by the normal gravity value computed on the
 JU0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0165.degrees latitude (g = 980.6199 gals.).
 JU0165
 JU0165.The modeled gravity was interpolated from observed gravity values.
 JU0165
 JU0165;                    North         East     Units Scale Factor Converg.
 JU0165;SPC NJ       -    97,147.499   181,309.524   MT  0.99991206   +0 13 59.8
 JU0165;SPC NJ       -   318,724.75    594,846.33   sFT  0.99991206   +0 13 59.8
 JU0165;UTM  18      - 4,395,694.022   574,161.773   MT  0.99966771   +0 33 09.9
 JU0165
 JU0165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0165!SPC NJ       -   1.00000508  x   0.99991206  =   0.99991714
 JU0165!UTM  18      -   1.00000508  x   0.99966771  =   0.99967279
 JU0165
 JU0165|---------------------------------------------------------------------|
 JU0165| PID    Reference Object                     Distance      Geod. Az  |
 JU0165|                                                           dddmmss.s |
 JU0165| JU2686 HIGHPOINT STANDPIPE                  28.661 METERS 10356     |
 JU0165| JU0163 HIGH POINT RM 1                      29.837 METERS 16251     |
 JU0165| JU0160 HIGH POINT 2 AZ MK                                 2065213.3 |
 JU0165| JU2690 BARNEGAT WATERWAY LIGHT 82          APPROX. 1.0 KM 2543443.9 |
 JU0165| JU0166 HIGH POINT 2 RM 4                    25.355 METERS 30711     |
 JU0165| JU2683 BARNEGAT WATERWAY LIGHT 76          APPROX. 2.8 KM 3313700.4 |
 JU0165| JU2684 BARNEGAT WATERWAY LIGHT 79          APPROX. 1.6 KM 3395452.7 |
 JU0165| JU2689 BARNEGAT WATERWAY LIGHT 73          APPROX. 4.1 KM 3443727.0 |
 JU0165|---------------------------------------------------------------------|
 JU0165
 JU0165                          SUPERSEDED SURVEY CONTROL
 JU0165
 JU0165  NAD 83(1986)-  39 42 28.38387(N)    074 08 05.51153(W) AD(       ) 2
 JU0165  NAD 27      -  39 42 27.94790(N)    074 08 07.02350(W) AD(       ) 2
 JU0165  NGVD 29 (??/??/??)    1.384  (m)            4.54   (f) ADJUSTED    1 1
 JU0165
 JU0165.Superseded values are not recommended for survey control.
 JU0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0165.See file dsdata.txt to determine how the superseded data were derived.
 JU0165
 JU0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7416295694(NAD 83)
 JU0165_MARKER: DS = TRIANGULATION STATION DISK
 JU0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0165_SP_SET: CONCRETE POST
 JU0165_STAMPING: HIGH POINT 2 1962
 JU0165_MARK LOGO: CGS   
 JU0165_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0165+STABILITY: SURFACE MOTION
 JU0165
 JU0165  HISTORY     - Date     Condition        Report By
 JU0165  HISTORY     - 1962     MONUMENTED       CGS
 JU0165  HISTORY     - 1964     GOOD             CGS
 JU0165  HISTORY     - 1964     GOOD             CGS
 JU0165  HISTORY     - 1984     GOOD             USPSQD
 JU0165  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0165  HISTORY     - 19900810 SEE DESCRIPTION  NJGS
 JU0165
 JU0165                          STATION DESCRIPTION
 JU0165
 JU0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU0165'NO MEASUREMENT BETWEEN R.M.S BUILDING ON LINE.
 JU0165'
 JU0165'THE STATION IS LOCATED NEAR THE WEST EDGE OF LONG BEACH ISLAND,
 JU0165'IN HARVEY CEDARS BOROUGH, ABOUT 85 FEET WEST OF THE HARVEY
 JU0165'CEDARS MUNICIPAL STANDPIPE AND ON PROPERTY OF THE BOROUGH.  IT
 JU0165'IS 19 FEET WEST OF A CHAIN LINK FENCE, 29.7 FEET SOUTH OF A
 JU0165'WOODEN FENCE, 33 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 JU0165'CEDARS BOROUGH HALL, 80 FEET EAST OF A HEDGEROW AND 99 FEET
 JU0165'NORTH OF THE CENTERLINE OF 80TH STREET.  THE MONUMENT IS FLUSH
 JU0165'AND THE DISK IS STAMPED HIGH POINT 2 1962.
 JU0165'
 JU0165'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 72 AND LONG
 JU0165'BEACH BOULEVARD, WHERE HIGHWAY 72 ENDS, GO NORTHEAST ON LONG
 JU0165'BEACH BOULEVARD FOR 4.4 MILES TO A SIDE STREET LEFT (76TH
 JU0165'STREET)*.  CONTINUE NORTHEAST ON LONG BEACH BOULEVARD FOR 0.2
 JU0165'MILE TO A SIDE STREET LEFT (80TH STREET).  TURN LEFT AND GO
 JU0165'WEST ON 80TH STREET FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 JU0165'
 JU0165'*TO REACH THE AZIMUTH MARK FROM THIS POINT.  TURN LEFT AND GO
 JU0165'WEST ON 76TH STREET FOR 0.1 MILE TO THE MARK ON THE LEFT.
 JU0165'
 JU0165'REFERENCE MARK 1 IS 1 FOOT EAST OF A WITNESS POST, 2 FEET
 JU0165'SOUTHEAST OF A POWER POLE WITH TWO TRANSFORMERS AT ITS TOP, 19
 JU0165'FEET NORTH OF THE CENTERLINE OF 80TH STREET, 42 FEET NORTH OF A
 JU0165'FIRE HYDRANT AND 10.5 FEET SOUTH OF A CHAIN LINK FENCE.  THE
 JU0165'MONUMENT IS 5 INCHES UNDERGROUND AND THE DISK IS STAMPED HIGH
 JU0165'POINT NO 1 1932.
 JU0165'
 JU0165'REFERENCE MARK 4 IS 1 FOOT EAST OF A WOODEN FENCE, 5 FEET SOUTH
 JU0165'OF A FENCE CORNER AND 39 FEET SOUTH OF THE SOUTHWEST CORNER OF
 JU0165'A HOUSE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HIGH
 JU0165'POINT 2 NO 4 1962.
 JU0165'
 JU0165'THE AZIMUTH MARK IS 1 FOOT WEST OF A WITNESS POST, 2 FEET WEST
 JU0165'OF A POWER POLE, 11 FEET WEST OF THE CENTERLINE OF A DRIVEWAY,
 JU0165'15 FEET SOUTH OF THE CENTERLINE OF 76TH STREET AND 31.6 FEET
 JU0165'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE.  THE MONUMENT
 JU0165'PROJECTS 3 INCHES AND THE DISK IS STAMPED HIGH POINT 2 1962.
 JU0165'
 JU0165'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JU0165
 JU0165                          STATION RECOVERY (1964)
 JU0165
 JU0165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 JU0165'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 1, 2 AND 4 WERE
 JU0165'RECOVERED AND IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 JU0165
 JU0165                          STATION RECOVERY (1964)
 JU0165
 JU0165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0165'AT HARVEY CEDARS.
 JU0165'ON LONG BEACH ISLAND, AT HARVEY CEDARS, ABOUT 0.15 MILE NORTHEAST
 JU0165'ALONG LONG BEACH BOULEVARD FROM THE HARVEY CEDARS POST OFFICE,
 JU0165'THENCE 0.05 MILE NORTHWEST ALONG 80TH STREET, NEAR THE SIGHT
 JU0165'OF THE STAND PIPE AND WATER WORKS, 100.0 FEET NORTHEAST OF THE
 JU0165'CENTER LINE OF 80TH STREET, 38.0 FEET SOUTHWEST OF THE CENTER LINE
 JU0165'OF ALLEY NORTHEAST OF STANDPIPE, 33.0 FEET EAST OF THE EAST
 JU0165'CORNER OF A HOUSE, 29.3 FEET SOUTHWEST OF A WOODEN FENCE, 19.0
 JU0165'FEET NORTHWEST OF THE NORTHWEST SIDE OF CYCLONE FENCE AROUND
 JU0165'STANDPIPE, 97.9 FEET NORTH OF HIGH POINT R.M. 1 DESCRIBED, 83.2
 JU0165'FEET SOUTH-SOUTHEAST OF HIGH POINT R.M. 4 DESCRIBED, ABOUT LEVEL
 JU0165'WITH THE STREET AND SET IN THE TOP OF A CONCRETE POST ABOUT 2
 JU0165'INCHES UNDERGROUND.
 JU0165
 JU0165                          STATION RECOVERY (1984)
 JU0165
 JU0165'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 JU0165'STATION FOUND GOOD.
 JU0165'
 JU0165'STATION, AZIMUTH AND RMS 1 AND 2 RECOVERED IN GOOD CONDITION.
 JU0165'
 JU0165'SEARCHED FOR RM 4 WITH 2 PRIVATE SURVEYORS - COULD NOT LOCATE.
 JU0165
 JU0165                          STATION RECOVERY (1987)
 JU0165
 JU0165'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0165'MARK NOT FOUND.
 JU0165
 JU0165                          STATION RECOVERY (1990)
 JU0165
 JU0165'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0165'THE STATION WAS SEARCHED FOR AND NOT FOUND.  THE AREA WHERE THE TIES
 JU0165'FALL IS IN A FENCED OFF AREA FOR A PRIVATE RESIDENCE. THE STATION IS
 JU0165'PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0160 ***********************************************************************
 JU0160  DESIGNATION -  HIGH POINT 2 AZ MK
 JU0160  PID         -  JU0160
 JU0160  STATE/COUNTY-  NJ/OCEAN
 JU0160  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0160
 JU0160                         *CURRENT SURVEY CONTROL
 JU0160  ___________________________________________________________________
 JU0160* NAD 83(1986)-  39 42 16.     (N)    074 08 06.     (W)     SCALED    
 JU0160* NAVD 88     -         0.781  (meters)       2.56   (feet)  ADJUSTED  
 JU0160  ___________________________________________________________________
 JU0160  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JU0160  DYNAMIC HT  -           0.781 (meters)       2.56  (feet)  COMP
 JU0160  MODELED GRAV-     980,157.4   (mgal)                       NAVD 88
 JU0160
 JU0160  VERT ORDER  -  FIRST     CLASS II
 JU0160
 JU0160.The horizontal coordinates were scaled from a topographic map and have
 JU0160.an estimated accuracy of +/- 6 seconds.
 JU0160
 JU0160.The orthometric height was determined by differential leveling
 JU0160.and adjusted by the National Geodetic Survey in March 2005..
 JU0160
 JU0160.The geoid height was determined by GEOID03.
 JU0160
 JU0160.The dynamic height is computed by dividing the NAVD 88
 JU0160.geopotential number by the normal gravity value computed on the
 JU0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0160.degrees latitude (g = 980.6199 gals.).
 JU0160
 JU0160.The modeled gravity was interpolated from observed gravity values.
 JU0160
 JU0160;                    North         East    Units  Estimated Accuracy
 JU0160;SPC NJ       -    96,770.      181,300.      MT  (+/- 180 meters Scaled)
 JU0160
 JU0160                          SUPERSEDED SURVEY CONTROL
 JU0160
 JU0160  NAVD 88 (06/15/91)    0.964  (m)            3.16   (f) UNKNOWN     1 1
 JU0160  NGVD 29 (??/??/??)    1.348  (m)            4.42   (f) ADJUSTED    1 1
 JU0160
 JU0160.Superseded values are not recommended for survey control.
 JU0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0160.See file dsdata.txt to determine how the superseded data were derived.
 JU0160
 JU0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ741953(NAD 83)
 JU0160_MARKER: DZ = AZIMUTH MARK DISK
 JU0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0160_STAMPING: HIGH POINT 2 1962
 JU0160_MARK LOGO: CGS   
 JU0160_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0160+STABILITY: SURFACE MOTION
 JU0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0160+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 JU0160
 JU0160  HISTORY     - Date     Condition        Report By
 JU0160  HISTORY     - 1962     MONUMENTED       CGS
 JU0160  HISTORY     - 1964     GOOD             CGS
 JU0160  HISTORY     - 1984     GOOD             USPSQD
 JU0160  HISTORY     - 20010606 GOOD             NJGS
 JU0160  HISTORY     - 20060421 GOOD             GEOCAC
 JU0160
 JU0160                          STATION DESCRIPTION
 JU0160
 JU0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0160'0.1 MI NW FROM HARVEY CEDARS.
 JU0160'ON LONG BEACH ISLAND, AT HARVEY CEDARS, ABOUT 0.1 MILE NORTHWEST
 JU0160'ALONG 76TH STREET, 103.0 FEET SOUTHEAST OF THE END OF 76TH STREET,
 JU0160'45.7 FEET EAST OF THE EAST CORNER OF CONCRETE CHIMNEY OF BARNEGAT
 JU0160'LIGHT YACHT CLUB, 22.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JU0160'STREET, 41.8 FEET NORTH OF THE NORTH CORNER OF A BRICK GARAGE,
 JU0160'2 1/2 FEET NORTHWEST OF POWER POLE 15932, 1.2 FEET NORTHWEST OF A
 JU0160'METAL WITNESS POST, ABOUT LEVEL WITH THE STREET AND SET IN THE
 JU0160'TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT.  NOTE-- ABOUT
 JU0160'102 FEET WEST OF HIGH POINT R.M. 2 DESCRIBED.
 JU0160
 JU0160                          STATION RECOVERY (1984)
 JU0160
 JU0160'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0160'RECOVERED IN GOOD CONDITION.
 JU0160
 JU0160                          STATION RECOVERY (2001)
 JU0160
 JU0160'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0160'RECOVERED AS DESCRIBED WITH A NEW DESCRIPTION TO FOLLOW.  THE STATION
 JU0160'IS LOCATED IN THE BOROUGH OF HARVEY CEDARS ON THE SOUTHWEST SIDE OF
 JU0160'WEST 76TH STREET.  TO REACH THE STATION FROM THE INTERSECTION OF THE
 JU0160'WESTBOUND LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE
 JU0160'BOROUGH OF SHIP BOTTOM, GO NORTHEAST ON LONG BEACH BOULEVARD FOR 4.4
 JU0160'MI (7.1 KM) TO THE INTERSECTION WITH WEST 76TH STREET.  TURN LEFT AND
 JU0160'GO NORTHWEST ON WEST 76TH STREET FOR 0.1 MI (0.2 KM) TO THE STATION ON
 JU0160'THE LEFT, SET FLUSH WITH THE GROUND.  THE STATION IS 2.5 FT (0.8 M)
 JU0160'NORTHWEST FROM WOOD UTILITY POLE NUMBER 15932, 45.7 FT (13.9 M) EAST
 JU0160'FROM THE EAST CORNER OF THE CONCRETE CHIMNEY OF THE BARNEGAT LIGHT
 JU0160'YACHT CLUB, 31.4 M (103.0 FT) SOUTHEAST FROM THE WOODEN BULKHEAD AT
 JU0160'THE NORTHWEST END OF THE THE STREET AND 102 FT (31.1 M) NORTHWEST OF
 JU0160'STATION HIGH POINT RM 2 (JU0161) .
 JU0160
 JU0160                          STATION RECOVERY (2006)
 JU0160
 JU0160'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0160'HANDHELD COORDINATES ARE N39-18.00 W074-08-12.18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0166 ***********************************************************************
 JU0166  DESIGNATION -  HIGH POINT 2 RM 4
 JU0166  PID         -  JU0166
 JU0166  STATE/COUNTY-  NJ/OCEAN
 JU0166  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0166
 JU0166                         *CURRENT SURVEY CONTROL
 JU0166  ___________________________________________________________________
 JU0166* NAD 83(1986)-  39 42 28.     (N)    074 08 04.     (W)     SCALED    
 JU0166* NAVD 88     -         1.151  (meters)       3.78   (feet)  ADJUSTED  
 JU0166  ___________________________________________________________________
 JU0166  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JU0166  DYNAMIC HT  -           1.151 (meters)       3.78  (feet)  COMP
 JU0166  MODELED GRAV-     980,157.8   (mgal)                       NAVD 88
 JU0166
 JU0166  VERT ORDER  -  FIRST     CLASS I
 JU0166
 JU0166.The horizontal coordinates were scaled from a topographic map and have
 JU0166.an estimated accuracy of +/- 6 seconds.
 JU0166
 JU0166.The orthometric height was determined by differential leveling
 JU0166.and adjusted by the National Geodetic Survey in June 1991..
 JU0166
 JU0166.The geoid height was determined by GEOID03.
 JU0166
 JU0166.The dynamic height is computed by dividing the NAVD 88
 JU0166.geopotential number by the normal gravity value computed on the
 JU0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0166.degrees latitude (g = 980.6199 gals.).
 JU0166
 JU0166.The modeled gravity was interpolated from observed gravity values.
 JU0166
 JU0166;                    North         East    Units  Estimated Accuracy
 JU0166;SPC NJ       -    97,140.      181,350.      MT  (+/- 180 meters Scaled)
 JU0166
 JU0166                          SUPERSEDED SURVEY CONTROL
 JU0166
 JU0166  NGVD 29 (??/??/??)    1.535  (m)            5.04   (f) ADJUSTED    1 1
 JU0166
 JU0166.Superseded values are not recommended for survey control.
 JU0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0166.See file dsdata.txt to determine how the superseded data were derived.
 JU0166
 JU0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ741956(NAD 83)
 JU0166_MARKER: DR = REFERENCE MARK DISK
 JU0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0166_STAMPING: HIGH POINT 2 NO 4 1962
 JU0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0166+STABILITY: SURFACE MOTION
 JU0166
 JU0166  HISTORY     - Date     Condition        Report By
 JU0166  HISTORY     - 1962     MONUMENTED       CGS
 JU0166  HISTORY     - 1964     GOOD             CGS
 JU0166  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0166
 JU0166                          STATION DESCRIPTION
 JU0166
 JU0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0166'AT HARVEY CEDARS.
 JU0166'ON LONG BEACH ISLAND, AT HARVEY CEDARS, ABOUT 0.15 MILE NORTHEAST
 JU0166'ALONG LONG BEACH BOULEVARD FROM THE HARVEY CEDARS POST OFFICE, THENCE
 JU0166'ABOUT 0.05 MILE NORTHWEST ALONG 80TH STREET, NEAR THE SIGHT OF THE
 JU0166'STAND-PIPE AND WATER WORKS, 223.0 FEET NORTHWEST OF THE CENTER
 JU0166'LINE OF ANCHOR AVENUE, 124.5 FEET NORTHEAST OF THE CENTER LINE OF
 JU0166'80TH STREET, 39.8 FEET SOUTHWEST OF AND ACROSS ALLEY FROM THE WEST
 JU0166'CORNER OF A HOUSE, 5.5 FEET SOUTHWEST OF A BOARD FENCE, 83.2 FEET
 JU0166'NORTH-NORTHWEST OF HIGH POINT 2, ABOUT LEVEL WITH THE ALLEY AND
 JU0166'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JU0166
 JU0166                          STATION RECOVERY (1987)
 JU0166
 JU0166'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2607 ***********************************************************************
 LY2607  DESIGNATION -  HIGH POINT MOUNMENT
 LY2607  PID         -  LY2607
 LY2607  STATE/COUNTY-  NJ/SUSSEX
 LY2607  USGS QUAD   -  PORT JERVIS SOUTH (1983)
 LY2607
 LY2607                         *CURRENT SURVEY CONTROL
 LY2607  ___________________________________________________________________
 LY2607* NAD 83(1996)-  41 19 15.40329(N)    074 39 41.75683(W)     ADJUSTED  
 LY2607* NAVD 88     -       550.     (meters)    1804.     (feet)  SCALED    
 LY2607  ___________________________________________________________________
 LY2607  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 LY2607  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LY2607
 LY2607  HORZ ORDER  -  THIRD
 LY2607
 LY2607.The horizontal coordinates were established by classical geodetic methods
 LY2607.and adjusted by the National Geodetic Survey in September 1999..
 LY2607
 LY2607.The orthometric height was scaled from a topographic map.
 LY2607
 LY2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2607
 LY2607.The geoid height was determined by GEOID03.
 LY2607
 LY2607;                    North         East     Units Scale Factor Converg.
 LY2607;SPC NJ       -   276,199.830   136,471.344   MT  0.99990225   -0 06 24.1
 LY2607;SPC NJ       -   906,165.61    447,739.73   sFT  0.99990225   -0 06 24.1
 LY2607;SPC PA N     -   132,796.477   858,513.071   MT  0.99995825   +2 02 35.2
 LY2607;SPC PA N     -   435,683.11  2,816,638.30   sFT  0.99995825   +2 02 35.2
 LY2607;SPC NY E     -   276,199.830   136,471.344   MT  0.99990225   -0 06 24.1
 LY2607;SPC NY E     -   906,165.61    447,739.73   sFT  0.99990225   -0 06 24.1
 LY2607;UTM  18      - 4,574,441.260   528,321.554   MT  0.99960987   +0 13 24.4
 LY2607
 LY2607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2607!SPC NJ       -   0.99991881  x   0.99990225  =   0.99982107
 LY2607!SPC PA N     -   0.99991881  x   0.99995825  =   0.99987707
 LY2607!SPC NY E     -   0.99991881  x   0.99990225  =   0.99982107
 LY2607!UTM  18      -   0.99991881  x   0.99960987  =   0.99952871
 LY2607
 LY2607                          SUPERSEDED SURVEY CONTROL
 LY2607
 LY2607  NAD 83(1996)-  41 19 15.40309(N)    074 39 41.75690(W) AD(       ) 3
 LY2607  NAD 83(1986)-  41 19 15.40694(N)    074 39 41.75629(W) AD(       ) 3
 LY2607  NAD 27      -  41 19 15.06100(N)    074 39 43.15500(W) AD(       ) 3
 LY2607
 LY2607.Superseded values are not recommended for survey control.
 LY2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2607.See file dsdata.txt to determine how the superseded data were derived.
 LY2607
 LY2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2832274441(NAD 83)
 LY2607
 LY2607  HISTORY     - Date     Condition        Report By
 LY2607  HISTORY     - UNK      MONUMENTED
 LY2607  HISTORY     - 1973     SEE DESCRIPTION  NGS
 LY2607  HISTORY     - 1979     GOOD             NGS
 LY2607  HISTORY     - 20031202 GOOD             GEOCAC
 LY2607
 LY2607                          STATION DESCRIPTION
 LY2607
 LY2607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LY2607'STATION RECOVERED.
 LY2607'
 LY2607'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LY2607'3-1/2 MILES SOUTH-SOUTHEAST OF PORT JERVIS.
 LY2607
 LY2607                          STATION RECOVERY (1979)
 LY2607
 LY2607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 LY2607'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED 3-1/2 MILES SSE OF
 LY2607'PORT JERVIS, 3 MILES SSE OF THE NEW YORK, NEW JERSEY AND PENNSYLVANIA
 LY2607'BOUNDARY INTERSECTION AND ON THE HIGHEST POINT IN THE STATE OF NEW
 LY2607'JERSEY.  IT IS A SQUARE, ROCK MONUMENT ABOUT 200 FEET HIGH AND IS VERY
 LY2607'PROMINENT FROM NUMEROUS LOCATIONS.  NO TO REACH IS NECESSARY.
 LY2607
 LY2607                          STATION RECOVERY (2003)
 LY2607
 LY2607'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 LY2607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2606 ***********************************************************************
 LY2606  DESIGNATION -  HIGH POINT RESET
 LY2606  PID         -  LY2606
 LY2606  STATE/COUNTY-  NJ/SUSSEX
 LY2606  USGS QUAD   -  PORT JERVIS SOUTH (1983)
 LY2606
 LY2606                         *CURRENT SURVEY CONTROL
 LY2606  ___________________________________________________________________
 LY2606* NAD 83(1996)-  41 19 15.21322(N)    074 39 41.47108(W)     ADJUSTED  
 LY2606* NAVD 88     -       549.6    (meters)    1803.     (feet)  VERTCON   
 LY2606  ___________________________________________________________________
 LY2606  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 LY2606  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LY2606
 LY2606  HORZ ORDER  -  FIRST
 LY2606
 LY2606.The horizontal coordinates were established by classical geodetic methods
 LY2606.and adjusted by the National Geodetic Survey in September 1999..
 LY2606
 LY2606.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2606
 LY2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2606
 LY2606.The geoid height was determined by GEOID03.
 LY2606
 LY2606;                    North         East     Units Scale Factor Converg.
 LY2606;SPC NJ       -   276,193.954   136,477.978   MT  0.99990225   -0 06 23.9
 LY2606;SPC NJ       -   906,146.33    447,761.50   sFT  0.99990225   -0 06 23.9
 LY2606;SPC NY E     -   276,193.954   136,477.978   MT  0.99990225   -0 06 23.9
 LY2606;SPC NY E     -   906,146.33    447,761.50   sFT  0.99990225   -0 06 23.9
 LY2606;SPC PA N     -   132,790.855   858,519.921   MT  0.99995825   +2 02 35.3
 LY2606;SPC PA N     -   435,664.66  2,816,660.77   sFT  0.99995825   +2 02 35.3
 LY2606;UTM  18      - 4,574,435.425   528,328.220   MT  0.99960988   +0 13 24.6
 LY2606
 LY2606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2606!SPC NJ       -   0.99991884  x   0.99990225  =   0.99982110
 LY2606!SPC NY E     -   0.99991884  x   0.99990225  =   0.99982110
 LY2606!SPC PA N     -   0.99991884  x   0.99995825  =   0.99987710
 LY2606!UTM  18      -   0.99991884  x   0.99960988  =   0.99952875
 LY2606
 LY2606|---------------------------------------------------------------------|
 LY2606| PID    Reference Object                     Distance      Geod. Az  |
 LY2606|                                                           dddmmss.s |
 LY2606| CB3557 HIGH POINT TIE PT 2                   8.480 METERS 00111     |
 LY2606| LY2605 HIGH POINT RM 3                      62.718 METERS 01104     |
 LY2606| CB3555 HIGH POINT RM 2                      14.425 METERS 02728     |
 LY2606| CB3553 HIGH POINT AZ MK                                   0303501.8 |
 LY2606| LY2596 OTISVILLE W2KW N RADIO MAST         APPROX.14.6 KM 0333926.8 |
 LY2606| LY2597 OTISVILLE W2KW S RADIO MAST         APPROX.14.5 KM 0335906.0 |
 LY2606| LY2577 PINE IS ST STANISLAUS CH CROSS      APPROX.18.4 KM 1003438.2 |
 LY2606| CB3559 HIGH POINT TIE PT 4                   9.828 METERS 18408     |
 LY2606| LY2624 BRANCHVILLE NORMANOCK LOT           APPROX.17.2 KM 2104839.6 |
 LY2606| CB3554 HIGH POINT RM 1                      26.759 METERS 24021     |
 LY2606| CB3556 HIGH POINT TIE PT 1                   4.212 METERS 25647     |
 LY2606|---------------------------------------------------------------------|
 LY2606
 LY2606                          SUPERSEDED SURVEY CONTROL
 LY2606
 LY2606  NAD 83(1996)-  41 19 15.21298(N)    074 39 41.47137(W) AD(       ) 1
 LY2606  NAD 83(1986)-  41 19 15.21696(N)    074 39 41.47158(W) AD(       ) 1
 LY2606  NAD 27      -  41 19 14.87090(N)    074 39 42.87804(W) AD(       ) 1
 LY2606  NGVD 29 (07/19/86)  549.8    (m)         1804.     (f) VERT ANG       
 LY2606
 LY2606.Superseded values are not recommended for survey control.
 LY2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2606.See file dsdata.txt to determine how the superseded data were derived.
 LY2606
 LY2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2832874435(NAD 83)
 LY2606
 LY2606  HISTORY     - Date     Condition        Report By
 LY2606  HISTORY     - 1973     MONUMENTED       NGS
 LY2606  HISTORY     - 1908     SEE DESCRIPTION  CGS
 LY2606  HISTORY     - 1936     SEE DESCRIPTION  NJGS
 LY2606  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LY2606  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LY2606  HISTORY     - 1973     SEE DESCRIPTION  NGS
 LY2606  HISTORY     - 1979     GOOD             NGS
 LY2606  HISTORY     - 20050530 MARK NOT FOUND   INDIV
 LY2606
 LY2606                          STATION DESCRIPTION
 LY2606
 LY2606'DESCRIBED BY COAST AND GEODETIC SURVEY 1908
 LY2606'STATION IS ON A PROMINENT PROJECTION OF THE BLUE RIDGE, THE HIGHEST
 LY2606'POINT IN THE STATE, ABOUT 3-1/2 MILES SSE OF PORT JERVIS, 3-1/4
 LY2606'MILES N BY W OF COLESVILLE, 1/4 MILE NE OF LAKE MARCIA, AND 1-1/4
 LY2606'MILES FROM THE NEW JERSEY-NEW YORK BOUNDARY LINE.
 LY2606'
 LY2606'THE STATION IS ON LAND OWNED BY MRS. C.S. RUTHERFORD AND IS ABOUT
 LY2606'A MILE E OF THE ROAD FROM PORT JERVIS TO COLESVILLE.  IT IS MARKED
 LY2606'BY A COPPER BOLT SET IN THE ROCK.  A GROUP OF LARGE BOULDERS LIES
 LY2606'TO THE WESTWARD, THE MOST NORTHEASTERLY OF WHICH IS 5 FEET 10-1/2
 LY2606'INCHES FROM THE STATION.
 LY2606
 LY2606                          STATION RECOVERY (1936)
 LY2606
 LY2606'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 LY2606'STATION RECOVERED AS ORIGINALLY DESCRIBED.
 LY2606'
 LY2606'THE LAND ON WHICH STATION IS LOCATED IS NOW A PART OF HIGH POINT
 LY2606'STATE PARK.  THE COPPER BOLT MARKING STATION HAD BEEN REMOVED, BUT
 LY2606'THE ORIGINAL DRILL HOLE, 1 INCH IN DIAMETER AND 4 INCHES DEEP WAS
 LY2606'RECOVERED INTACT IN THE HIGHEST OUTCROP OF LEDGE ROCK, IDENTIFIED
 LY2606'FURTHER BY A CHISELED CROSS.
 LY2606'
 LY2606'STATION WAS FOUND SE OF THE HIGH POINT MONUMENT (A STONE MASONRY
 LY2606'SHAFT SOME 150 FEET HIGH AND 34 FEET SQUARE AT THE BASE) UNDER THE
 LY2606'ELEVATED SIDEWALK SURROUNDING THE MONUMENT AND 2.34 FEET BELOW THE
 LY2606'SURFACE.  SIDEWALK CONSISTS OF 1-INCH FLAGS LAID ON 6 INCHES OF
 LY2606'CONCRETE SUPPORTED BY A SHALE FILL.
 LY2606'
 LY2606'A BRONZE STATION MARKER WAS SET IN THE DRILL HOLE, AND COVERED
 LY2606'WITH 2 INCHES OF SAND, OVER THIS WAS PLACED A CONCRETE MONUMENT
 LY2606'0.9 FOOT IN DIAMETER AT BOTTOM, 0.54 FOOT DIAMETER AT TOP, AND 2.2
 LY2606'FEET HIGH, SET IN CONCRETE.  A BRONZE STATION MARKER WAS SET IN
 LY2606'THE TOP OF THIS MONUMENT, FLUSH WITH THE SIDEWALK.  UNDERGROUND
 LY2606'AND SURFACE MARKERS ARE STAMPED HIGH POINT, 1881-1936.
 LY2606'
 LY2606'THREE BRONZE REFERENCE DISKS, STAMPED HIGH POINT 1881-1936,
 LY2606'R.M.1, R.M.2, AND R.M.3, RESPECTIVELY, WERE ESTABLISHED AS FOLLOWS--
 LY2606'
 LY2606'REFERENCE MARK NO.1 SET IN LEDGE ROCK, FLUSH WITH SURFACE, SW OF
 LY2606'HIGH POINT MONUMENT, BEYOND THE RAISED SIDEWALK.
 LY2606'
 LY2606'REFERENCE MARK NO.2 SET IN GRANITE COPING OF FRONT RAILING, SE OF
 LY2606'ENTRANCE STEPS, 15.57 FEET SE OF NW END OF COPING, AND 9.65 FEET NW
 LY2606'OF OUTER CORNER OF COPING.
 LY2606'
 LY2606'REFERENCE MARK NO.3 SET IN LEDGE ROCK, FLUSH WITH SURFACE, NE OF
 LY2606'MONUMENT AND BEYOND THE GRADED APPROACH.
 LY2606'
 LY2606'FOUR ADDITIONAL TIES WERE MEASURED AS FOLLOWS--
 LY2606'
 LY2606'TIE NO.1--CHISELED EDGE OF SOUTHERLY CORNER OF HIGH POINT MONUMENT
 LY2606'JUST ABOVE FOOTING.
 LY2606'
 LY2606'TIE NO.2--CHISELED EDGE OF EASTERLY CORNER OF MONUMENT, JUST ABOVE
 LY2606'FOOTING.
 LY2606'
 LY2606'TIE NO.3--DRILL HOLE, .05 FOOT IN DIAMETER, IN COPING OF SE
 LY2606'PARAPET RAIL, 20.20 FEET SW OF E CORNER OF COPING AND 59.65 FEET
 LY2606'NE OF S CORNER OF COPING.
 LY2606'
 LY2606'TIE NO.4--DRILL HOLE, .05 FOOT IN DIAMETER, IN COPING OF SE
 LY2606'PARAPET RAIL, 1.175 FEET NE OF S CORNER OF COPING.
 LY2606
 LY2606                          STATION RECOVERY (1942)
 LY2606
 LY2606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2606'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 LY2606'CONDITION.  THE DISKS USED TO MARK THE STATION AND REFERENCE MARKS
 LY2606'WERE FOUND TO BE COAST AND GEODETIC SURVEY DISKS AND NOT STATE
 LY2606'SURVEY DISKS AS STATED IN THE NEW JERSEY GEODETIC SURVEY
 LY2606'DESCRIPTION OF 1936.
 LY2606'
 LY2606'THE STATION (NOTES 1B AND 8A) IS LOCATED IN HIGH POINT STATE
 LY2606'PARK IN NEW JERSEY, ABOUT 3.5 MILES SSE OF PORT JERVIS, NEW YORK
 LY2606'AND IN THE FLAGSTONE SIDEWALK AREA SURROUNDING THE HIGH POINT
 LY2606'MONUMENT (A STONE MASONRY SHAFT 220 FEET HIGH AND 34 FEET SQUARE
 LY2606'AT THE BASE).  IT IS 9 FEET SE OF THE SE SIDE OF THE MONUMENT,
 LY2606'10.2 FEET NW OF THE INSIDE OF THE SE PARAPET RAIL AROUND
 LY2606'MONUMENT, 29.3 FEET NE OF THE INSIDE OF THE SW PARAPET RAIL AND
 LY2606'46.3 FEET SW THE INSIDE OF THE NE PARAPET RAIL.  IT IS STAMPED
 LY2606'HIGH POINT 1881 1936, AND IS FLUSH WITH THE SURFACE OF THE
 LY2606'SIDEWALK.
 LY2606'
 LY2606'REFERENCE MARK NO.1 (NOTE 12A) IS SW OF THE STATION, 42 FEET S OF
 LY2606'THE W CORNER OF THE PARAPET RAIL AROUND THE MONUMENT AND 75 FEET W
 LY2606'OF THE S CORNER OF THE PARAPET RAIL.  IT IS STAMPED HIGH POINT
 LY2606'NO.1 1881 1936.
 LY2606'REFERENCE MARK NO.2 IS A COAST AND GEODETIC SURVEY REFERENCE MARK
 LY2606'DISK SET FLUSH IN THE TOP OF THE PARAPET RAIL NE OF THE STATION,
 LY2606'15.57 FEET SE OF THE NW END OF THE RAIL AT THE STEPS AND 9.65
 LY2606'FEET NW OF THE OUTER CORNER OF THE E CORNER OF THE RAIL.  IT IS
 LY2606'STAMPED HIGH POINT NO.2 1881 1936.
 LY2606'
 LY2606'REFERENCE MARK NO.3 (NOTE 12A) IS NE OF THE STATION, SET FLUSH
 LY2606'IN A LARGE AREA OF OUTCROPPING BEDROCK, 152 FEET NE OF THE END OF
 LY2606'THE PARAPET RAIL AT THE NW SIDE OF THE STEPS TO THE MONUMENT.  IT
 LY2606'IS STAMPED HIGH POINT NO.3 1881 1936.  THE DIRECTION OR DISTANCE
 LY2606'TO THE MARK WAS NOT CHECKED AS IT REQUIRED AN ECCENTRIC SET-UP.
 LY2606'
 LY2606'AN AZIMUTH MARK WAS ESTABLISHED (NOTE 12A) ABOUT 0.25 MILE ENE OF
 LY2606'THE STATION.  IT IS STAMPED HIGH POINT 1942.  TO REACH FROM THE
 LY2606'STATION, GO NE ON ROAD FOR 0.15 MILE TO MONUMENT PARKING
 LY2606'AREA.  FROM HERE FOLLOW A FOOTPATH NORTHEASTERLY ALONG RIDGE FOR
 LY2606'ABOUT 300 PACES, THEN TURN RIGHT FOR ABOUT 20 PACES TO TOP OF
 LY2606'ROCK OUTCROP AND THE MARK.
 LY2606'
 LY2606'FOUR TIES WERE OBSERVED AND MEASURED AS FOLLOWS--
 LY2606'
 LY2606'TIE NO.1 CHISELED EDGE OF SOUTHERLY CORNER OF HIGH POINT
 LY2606'MONUMENT JUST ABOVE FOOTING.
 LY2606'
 LY2606'TIE NO.2 CHISELED EDGE OF EASTERLY CORNER OF HIGH POINT MONUMENT
 LY2606'JUST ABOVE FOOTING.
 LY2606'
 LY2606'TIE NO.3 DRILL HOLE, 0.05 FOOT IN DIAMETER IN TOP OF SE
 LY2606'PARAPET RAIL AROUND MONUMENT, 20.20 FEET SW OF THE E CORNER OF
 LY2606'RAIL AND 59.65 FEET NE OF S CORNER OF RAIL.
 LY2606'
 LY2606'TIE NO.4 DRILL HOLE, 0.05 FOOT IN DIAMETER IN TOP OF SE
 LY2606'PARAPET RAIL AROUND MONUMENT, 1.17 FEET NE OF S CORNER OF RAIL.
 LY2606'
 LY2606'THE STATION IS EASILY REACHED BY GOOD ROADS FROM PORT JERVIS,
 LY2606'NEW YORK OR THE NEW JERSEY SIDE AS IT IS IN A STATE PARK AND THE
 LY2606'POINT IS FAMOUS FOR THE MEMORIAL MONUMENT ON THE SUMMIT.
 LY2606
 LY2606                          STATION RECOVERY (1959)
 LY2606
 LY2606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2606'THE STATION, REFERENCE MARKS 1, 2, 3 AND THE AZIMUTH MARK WERE
 LY2606'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 LY2606'DISTANCES AND THE DIRECTIONS TO REFERENCE MARKS 2, 3 AND THE
 LY2606'AZIMUTH MARK WERE CHECKED AND FOUND TO BE CORRECT.  THE DISTANCE
 LY2606'AND DIRECTION TO REFERENCE MARK 1 WAS NOT CHECKED AS IT REQUIRED
 LY2606'AN ECCENTRIC SET-UP.  THE DISTANCES AND DIRECTIONS TO TIES 1 AND
 LY2606'2 WERE NOT CHECKED AS THE CHISELED MARKS NEAR THE NORTHEAST AND
 LY2606'SOUTHWEST CORNERS OF THE MONUMENT ARE NO LONGER IDENTIFIABLE.
 LY2606'THE DISTANCES AND DIRECTIONS TO TIES 3 AND 4 WERE CHECKED AND
 LY2606'FOUND TO BE CORRECT.  OBSERVATIONS WERE NOT TAKEN FROM THIS
 LY2606'STATION AT THIS DATE.  THE ADDITIONAL LINES WERE OBSTRUCTED BY
 LY2606'THE HIGH POINT MONUMENT.  REFERENCE MARK NO 3 WAS OBSERVED
 LY2606'FROM AND USED AS A STATION.  A TRAVERSE CONNECTION WAS MADE TO
 LY2606'REFERENCE MARK NO 3, DISTANCE IS 205.75 FEET 62.714 METERS.
 LY2606
 LY2606                          STATION RECOVERY (1973)
 LY2606
 LY2606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LY2606'THE STATION DISK WAS FOUND DESTROYED, THE OLD DRILL HOLE WAS
 LY2606'FOUND AND ITS POSITION WAS CHECKED BY DISTANCES AND DIRECTIONS
 LY2606'TO THE REFERENCE MARKS AND THE TIE POINTS.  TIE NO. 3 WAS NOT
 LY2606'FOUND.  ALL OTHER MARKS WERE FOUND IN GOOD CONDITION.  A NEW
 LY2606'STATION DISK WAS SET IN THE SAME DRILL HOLE IN THE CONCRETE AND
 LY2606'FLAGSTONE WALKWAY SURROUNDING THE HIGH POINT MONUMENT.
 LY2606'REFERENCE MARK TWO IS LOCATED OVER A HIGH WALL AND THE DIRECTION
 LY2606'COULD NOT BE OBSERVED DIRECTLY.  A 20 FOOT HIGH RANGE POLE WAS
 LY2606'REQUIRED TO OBTAIN THE DEGREES AND MINUTES TO THE MARK.  A
 LY2606'DIFFERENCE OF 6 MINUTES WAS NOTED TO THE REFERENCE MARK TWO
 LY2606'BECAUSE OF THE RANGE POLE.  A LONGER DISTANCE OF 0.006 METERS
 LY2606'OR 0.02 FOOT WAS NOTED TO REFERENCE MARK ONE.  A LONGER DISTANCE
 LY2606'OF 0.025 METERS OR 0.08 FOOT WAS NOTED TO REFERENCE MARK 2.  A
 LY2606'LONGER DISTANCE OF 0.024 METERS OR 0.08 FOOT WAS NOTED TO TIE
 LY2606'NO. 4.
 LY2606'
 LY2606'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 LY2606'
 LY2606'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH-SOUTHEAST OF
 LY2606'PORT JERVIS, NEW YORK, 3 MILES SOUTH-SOUTHEAST OF THE JUNCTION
 LY2606'OF NEW JERSEY, NEW YORK AND PENNSYLVANIA STATES LINES AND ON THE
 LY2606'HIGHEST POINT IN THE STATE OF NEW JERSEY.  IT IS ON THE SOUTHEAST
 LY2606'SIDE OF THE HIGH POINT MONUMENT WHICH MARKS THE HIGHEST POINT IN
 LY2606'NEW JERSEY.  THE PROPERTY IS OWNED BY THE STATE.
 LY2606'
 LY2606'THE LOCATION OF THIS STATION IS ADEQUATE TO FIND IT BY.
 LY2606'
 LY2606'THE STATION SURFACE DISK IS SET IN A DRILL HOLE IN THE FLAGSTONE
 LY2606'SIDE WALK ON THE SOUTHEAST SIDE OF THE MONUMENT.  THE SURFACE
 LY2606'DISK IS STAMPED HIGH POINT 1881 1973 AND IT IS A STANDARD
 LY2606'DISK.  THE SUB-SURFACE STATION DISK WAS NOT SEARCHED FOR DUE TO
 LY2606'THE SOLID FLAGSTONE SIDEWALK AROUND THE MONUMENT.  IT WAS
 LY2606'REPORTED TO BE DESCRIBED IN NOTE 8A IN 1942.  THE DISK IS 29
 LY2606'FEET NORTHEAST OF THE INSIDE OF THE SOUTHWEST PARAPET WALL, 10
 LY2606'FEET NORTHWEST OF THE INSIDE OF THE SOUTHEAST PARAPET WALL AND 9
 LY2606'FEET SOUTHEAST OF THE SOUTHEAST SIDE OF THE MONUMENT.
 LY2606'
 LY2606'REFERENCE MARK ONE IS A STANDARD DISK STAMPED HIGH POINT 1881
 LY2606'1936 RM 1 1795.1, CEMENTED IN A DRILL HOLE IN A LARGE ROCK
 LY2606'OUTCROP WHICH IS FLUSH WITH THE SURFACE.  IT IS 75 FEET WEST OF
 LY2606'THE WEST CORNER OF THE PARAPET WALL AND 42 FEET SOUTH OF THE
 LY2606'WEST END OF THE WEST PARAPET WALL.  (NOTE 12A)
 LY2606'
 LY2606'REFERENCE MARK TWO IS A STANDARD DISK STAMPED HIGH POINT 1881
 LY2606'1936 RM 2 1805.67, CEMENTED IN A DRILL HOLE IN THE EAST PARAPET
 LY2606'WALL AND IT IS ABOUT 3 FEET ABOVE THE WALKWAY.  IT IS 15.5 FEET
 LY2606'SOUTHEAST OF THE NORTHWEST END OF THE RAIL AT THE STAIRS LEADING
 LY2606'TO THE MONUMENT AND 10 FEET NORTHWEST OF THE OUTER CORNER OF
 LY2606'THE EAST RAIL OF THE PARAPET WALL.
 LY2606'
 LY2606'REFERENCE MARK THREE IS A STANDARD DISK STAMPED RM 3 HIGH POINT
 LY2606'1797.10 1881 1936, CEMENTED IN A DRILL HOLE IN A LARGE ROCK
 LY2606'OUTCROPP WHICH IS FLUSH WITH THE SURFACE.  IT IS 152 FEET
 LY2606'NORTHEAST OF THE NORTHEAST END OF THE RAIL ON THE EAST SIDE OF
 LY2606'THE MONUMENT.  (NOTE 12A)
 LY2606'
 LY2606'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HIGH POINT 1942,
 LY2606'CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROPP WHICH IS FLUSH
 LY2606'WITH THE SURFACE.  IT IS 60 FEET SOUTHEAST OF A TRAIL AND 3 FEET
 LY2606'NORTHWEST OF A WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE
 LY2606'STATION, GO NORTHEAST ON A PAVED ROAD FOR 0.15 MILE TO THE END
 LY2606'OF TRUCK TRAVEL AT A PARKING LOT.  PACK NORTHEAST ON A TRAIL FOR
 LY2606'ABOUT 300 PACES TO A POINT WHERE LARGE ROCKS ARE VISIBLE TO THE
 LY2606'SOUTHEAST.  THE AZIMUTH MARK IS IN THE ROCK OUTCROPP TO THE
 LY2606'SOUTHEAST.  (NOTE 12A)
 LY2606'
 LY2606'TIE POINT NUMBER ONE IS A CHISELED EDGE OF THE SOUTHERLY CORNER
 LY2606'OF THE HIGH POINT MONUMENT, IT IS THE MOST SOUTHERLY POINT JUST
 LY2606'ABOVE THE FOOTING.
 LY2606'
 LY2606'TIE POINT NUMBER TWO IS A CHISELED EDGE OF THE EASTERLY CORNER
 LY2606'OF THE HIGH POINT MONUMENT, IT IS THE MOST EASTERLY POINT JUST
 LY2606'ABOVE THE FOOTING.
 LY2606'
 LY2606'TIE POINT NUMBER FOUR IS A CHISELED CROSS IN THE CENTER OF A
 LY2606'3/4 INCH ROUND DRILL HOLE IN THE SOUTHERLY CORNER OF THE PARAPET
 LY2606'WALL.  IT IS ABOUT 2 FEET INSIDE OF THE MOST SOUTHERLY POINT OF
 LY2606'THE WALL AND ABOUT 3 FEET ABOVE THE WALKWAY.
 LY2606'
 LY2606'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LY2606'3-1/2 MILES SSE OF PORT JERVIS.
 LY2606
 LY2606                          STATION RECOVERY (1979)
 LY2606
 LY2606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 LY2606'THE STATION AND ALL REFERENCES WERE RECOVERED AND FOUND IN GOOD
 LY2606'CONDITION AS PREVIOUSLY DESCRIBED.  THE FORMER DESCRIPTION IS
 LY2606'ADEQUATE.
 LY2606
 LY2606                          STATION RECOVERY (2005)
 LY2606
 LY2606'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 LY2606'THE FLAGSTONE WALK DOESN'T LOOK NEW, BUT NO SIGN OF THE DISC OR ITS
 LY2606'SHANK OR FORMER LOCATION. THE THREE REFERENCE MARKS AND THE AZIMUTH
 LY2606'MARK ARE ALL IN PLAIN SIGHT, AND THE MONUMENT IS 34.0 FEET CORNER TO
 LY2606'CORNER JUST ABOVE THE BASE, AS THE REFERENCE TIES IMPLY. SEE LY2605.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0163 ***********************************************************************
 JU0163  DESIGNATION -  HIGH POINT RM 1
 JU0163  PID         -  JU0163
 JU0163  STATE/COUNTY-  NJ/OCEAN
 JU0163  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0163
 JU0163                         *CURRENT SURVEY CONTROL
 JU0163  ___________________________________________________________________
 JU0163* NAD 83(1986)-  39 42 28.     (N)    074 08 04.     (W)     SCALED    
 JU0163* NAVD 88     -         0.789  (meters)       2.59   (feet)  ADJUSTED  
 JU0163  ___________________________________________________________________
 JU0163  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JU0163  DYNAMIC HT  -           0.789 (meters)       2.59  (feet)  COMP
 JU0163  MODELED GRAV-     980,157.8   (mgal)                       NAVD 88
 JU0163
 JU0163  VERT ORDER  -  FIRST     CLASS II
 JU0163
 JU0163.The horizontal coordinates were scaled from a topographic map and have
 JU0163.an estimated accuracy of +/- 6 seconds.
 JU0163
 JU0163.The orthometric height was determined by differential leveling
 JU0163.and adjusted by the National Geodetic Survey in March 2005..
 JU0163
 JU0163.The geoid height was determined by GEOID03.
 JU0163
 JU0163.The dynamic height is computed by dividing the NAVD 88
 JU0163.geopotential number by the normal gravity value computed on the
 JU0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0163.degrees latitude (g = 980.6199 gals.).
 JU0163
 JU0163.The modeled gravity was interpolated from observed gravity values.
 JU0163
 JU0163;                    North         East    Units  Estimated Accuracy
 JU0163;SPC NJ       -    97,140.      181,350.      MT  (+/- 180 meters Scaled)
 JU0163
 JU0163                          SUPERSEDED SURVEY CONTROL
 JU0163
 JU0163  NAVD 88 (06/15/91)    0.802  (m)            2.63   (f) UNKNOWN     1 1
 JU0163  NGVD 29 (??/??/??)    1.186  (m)            3.89   (f) ADJUSTED    1 1
 JU0163
 JU0163.Superseded values are not recommended for survey control.
 JU0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0163.See file dsdata.txt to determine how the superseded data were derived.
 JU0163
 JU0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ741956(NAD 83)
 JU0163_MARKER: DR = REFERENCE MARK DISK
 JU0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0163_STAMPING: HIGH POINT NO 1 1932
 JU0163_MARK LOGO: CGS   
 JU0163_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0163+STABILITY: SURFACE MOTION
 JU0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0163+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 JU0163
 JU0163  HISTORY     - Date     Condition        Report By
 JU0163  HISTORY     - 1932     MONUMENTED       CGS
 JU0163  HISTORY     - 1964     GOOD             CGS
 JU0163  HISTORY     - 1984     GOOD             USPSQD
 JU0163  HISTORY     - 1987     GOOD             USPSQD
 JU0163  HISTORY     - 20010606 GOOD             NJGS
 JU0163
 JU0163                          STATION DESCRIPTION
 JU0163
 JU0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0163'AT HARVEY CEDARS.
 JU0163'ON LONG BEACH ISLAND, AT HARVEY CEDARS, ABOUT 0.15 MILE NORTHEAST
 JU0163'ALONG LONG BEACH BOULEVARD FROM HARVEY CEDARS P.O., THENCE 0.05
 JU0163'MILE NORTHWEST ALONG 80TH STREET, NEAR THE SIGHT OF THE STANDPIPE
 JU0163'AND WATER WORKS, 328.0 FEET NORTHWEST OF THE CENTER LINE OF LONG
 JU0163'BEACH BOULEVARD, 21.5 FEET NORTHEAST OF THE CENTER LINE OF 80TH
 JU0163'STREET, 41.8 FEET SOUTH-SOUTHEAST OF THE WEST CORNER OF CYCLONE
 JU0163'FENCE AROUND WATER WORKS, 60.0 FEET WEST-NORTHWEST OF THE FENCE,
 JU0163'10.4 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF FENCE, 2.0 FEET
 JU0163'SOUTH-SOUTHEAST OF POWER POLE 8207, 97.9 FEET SOUTH OF HIGH POINT
 JU0163'2 1962 DESCRIBED, 1.0 FEET SOUTHEAST OF A METAL WITNESS POST,
 JU0163'ABOUT 1 FOOT BELOW THE LEVEL OF THE STREET AND SET IN THE TOP OF A
 JU0163'CONCRETE POST ABOUT 0.8 FOOT.
 JU0163
 JU0163                          STATION RECOVERY (1984)
 JU0163
 JU0163'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0163'MARK NOW ABOUT 1 FT. BELOW GROUND LEVEL.
 JU0163
 JU0163                          STATION RECOVERY (1987)
 JU0163
 JU0163'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0163'RECOVERED IN GOOD CONDITION.
 JU0163
 JU0163                          STATION RECOVERY (2001)
 JU0163
 JU0163'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0163'RECOVERED AS DESCRIBED WITH A NEW DESCRIPTION TO FOLLOW.  THE STATION
 JU0163'IS LOCATED IN THE BOROUGH OF HARVEY CEDARS ON THE NORTHEAST SIDE OF
 JU0163'80TH STREET.  TO REACH THE STATION FROM THE INTERSECTION OF THE
 JU0163'WESTBOUND LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE
 JU0163'BOROUGH OF SHIP BOTTOM, GO NORTHEAST ON LONG BEACH BOULEVARD FOR 4.60
 JU0163'MI (7.40 KM) TO THE INTERSECTION WITH 80TH STREET.  TURN LEFT AND GO
 JU0163'NORTHWEST ON 80TH STREET FOR ABOUT 80 M (262.5 FT) TO THE STATION ON
 JU0163'THE RIGHT, SET ABOUT 0.3 M (1.0 FT) BELOW THE GROUND.  THE STATION IS
 JU0163'6.4 M (21.0 FT) NORTH FROM THE CENTERLINE OF 80TH STREET, 0.6 M (2.0
 JU0163'FT) SOUTHEAST FROM WOOD UTILITY POLE NUMBER P 8207, 0.9 M (3.0 FT)
 JU0163'NORTHWEST FROM THE NORTHWEST CORNER OF A SQUARE DRAINAGE INLET, 25.0 M
 JU0163'(82.0 FT) WEST FROM THE CENTERLINE OF SOUTH ANCHOR STREET, 12.8 M
 JU0163'(42.0 FT) NORTHWEST FROM A FIRE HYDRANT AND 20.4 M (66.9 FT) NORTHWEST
 JU0163'FROM THE NORTHWEST CORNER OF A ONE STORY BLOCK BUILDING FOR THE HIGH
 JU0163'POINT VOLUNTEER FIRE COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0161 ***********************************************************************
 JU0161  DESIGNATION -  HIGH POINT RM 2
 JU0161  PID         -  JU0161
 JU0161  STATE/COUNTY-  NJ/OCEAN
 JU0161  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0161
 JU0161                         *CURRENT SURVEY CONTROL
 JU0161  ___________________________________________________________________
 JU0161* NAD 83(1986)-  39 42 16.     (N)    074 08 06.     (W)     SCALED    
 JU0161* NAVD 88     -         0.780  (meters)       2.56   (feet)  ADJUSTED  
 JU0161  ___________________________________________________________________
 JU0161  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JU0161  DYNAMIC HT  -           0.780 (meters)       2.56  (feet)  COMP
 JU0161  MODELED GRAV-     980,157.4   (mgal)                       NAVD 88
 JU0161
 JU0161  VERT ORDER  -  FIRST     CLASS II
 JU0161
 JU0161.The horizontal coordinates were scaled from a topographic map and have
 JU0161.an estimated accuracy of +/- 6 seconds.
 JU0161
 JU0161.The orthometric height was determined by differential leveling
 JU0161.and adjusted by the National Geodetic Survey in March 2005..
 JU0161
 JU0161.The geoid height was determined by GEOID03.
 JU0161
 JU0161.The dynamic height is computed by dividing the NAVD 88
 JU0161.geopotential number by the normal gravity value computed on the
 JU0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0161.degrees latitude (g = 980.6199 gals.).
 JU0161
 JU0161.The modeled gravity was interpolated from observed gravity values.
 JU0161
 JU0161;                    North         East    Units  Estimated Accuracy
 JU0161;SPC NJ       -    96,770.      181,300.      MT  (+/- 180 meters Scaled)
 JU0161
 JU0161                          SUPERSEDED SURVEY CONTROL
 JU0161
 JU0161  NAVD 88 (06/15/91)    0.764  (m)            2.51   (f) UNKNOWN     1 1
 JU0161  NGVD 29 (??/??/??)    1.148  (m)            3.77   (f) ADJUSTED    1 1
 JU0161
 JU0161.Superseded values are not recommended for survey control.
 JU0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0161.See file dsdata.txt to determine how the superseded data were derived.
 JU0161
 JU0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ741953(NAD 83)
 JU0161_MARKER: DR = REFERENCE MARK DISK
 JU0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0161_STAMPING: HIGH POINT NO 2 1932
 JU0161_MARK LOGO: CGS   
 JU0161_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0161+STABILITY: SURFACE MOTION
 JU0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0161+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 JU0161
 JU0161  HISTORY     - Date     Condition        Report By
 JU0161  HISTORY     - 1932     MONUMENTED       CGS
 JU0161  HISTORY     - 1964     GOOD             CGS
 JU0161  HISTORY     - 1982     GOOD             LOCSUR
 JU0161  HISTORY     - 1984     GOOD             USPSQD
 JU0161  HISTORY     - 1987     GOOD             USPSQD
 JU0161  HISTORY     - 20010606 GOOD             NJGS
 JU0161  HISTORY     - 20060421 GOOD             GEOCAC
 JU0161
 JU0161                          STATION DESCRIPTION
 JU0161
 JU0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0161'AT HARVEY CEDARS.
 JU0161'ON LONG BEACH ISLAND, AT HARVEY CEDARS, ABOUT 0.1 MILE NORTHWEST
 JU0161'ALONG 76TH STREET, 21.1 FEET SOUTHWEST OF THE CENTER LINE OF
 JU0161'76TH STREET, 1 FOOT SOUTHWEST OF THE SOUTHWEST CURB OF THE
 JU0161'STREET, 102.0 FEET EAST OF HIGH POINT 2 AZI. DESCRIBED, ABOUT
 JU0161'LEVEL WITH THE STREET AND SET IN THE TOP OF A CONCRETE POST
 JU0161'FLUSH WITH THE GROUND.
 JU0161
 JU0161                          STATION RECOVERY (1982)
 JU0161
 JU0161'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 JU0161'RECOVERED IN GOOD CONDITION.
 JU0161
 JU0161                          STATION RECOVERY (1984)
 JU0161
 JU0161'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0161'RECOVERED IN GOOD CONDITION.
 JU0161
 JU0161                          STATION RECOVERY (1987)
 JU0161
 JU0161'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0161'RECOVERED IN GOOD CONDITION.
 JU0161
 JU0161                          STATION RECOVERY (2001)
 JU0161
 JU0161'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0161'RECOVERED AS DESCRIBED WITH A NEW DESCRIPTION TO FOLLOW.  THE STATION
 JU0161'IS LOCATED IN THE BOROUGH OF HARVEY CEDARS ON THE SOUTHWEST SIDE OF
 JU0161'WEST 76TH STREET.  TO REACH THE STATION FROM THE INTERSECTION OF THE
 JU0161'WESTBOUND LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE
 JU0161'BOROUGH OF SHIP BOTTOM, GO NORTHEAST ON LONG BEACH BOULEVARD FOR 4.4
 JU0161'MI (7.1 KM) TO THE INTERSECTION WITH WEST 76TH STREET.  TURN LEFT AND
 JU0161'GO NORTHWEST ON WEST 76TH STREET FOR 0.1 MI (0.2 KM) TO THE STATION ON
 JU0161'THE LEFT, SET FLUSH WITH THE GROUND BETWEEN HOUSE NUMBERS 12 AND 14.
 JU0161'THE STATION IS 5.7 M (18.7 FT) SOUTHWEST FROM THE CENTERLINE OF 76TH
 JU0161'STREET, 15.1 M (49.5 FT) NORTHWEST FROM WOOD UTILITY POLE NUMBER
 JU0161'P15919, 102 FT (31.1 M) SOUTHEAST FROM STATION HIGH POINT 2 AZ
 JU0161'(JU0160) AND 10.7 M (35.1 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 JU0161'TWO STORY FRAME DWELLING, HOUSE NUMBER 14.
 JU0161
 JU0161                          STATION RECOVERY (2006)
 JU0161
 JU0161'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0161'HANDHELD COORDINATES ARE N39-17.46 W074-08-11.04.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2605 ***********************************************************************
 LY2605  DESIGNATION -  HIGH POINT RM 3
 LY2605  PID         -  LY2605
 LY2605  STATE/COUNTY-  NJ/SUSSEX
 LY2605  USGS QUAD   -  PORT JERVIS SOUTH (1983)
 LY2605
 LY2605                         *CURRENT SURVEY CONTROL
 LY2605  ___________________________________________________________________
 LY2605* NAD 83(1996)-  41 19 17.20847(N)    074 39 40.95373(W)     ADJUSTED  
 LY2605* NAVD 88     -       547.6    (meters)    1797.     (feet)  GPS OBS   
 LY2605  ___________________________________________________________________
 LY2605  X           -   1,269,045.372 (meters)                     COMP
 LY2605  Y           -  -4,626,592.491 (meters)                     COMP
 LY2605  Z           -   4,189,640.022 (meters)                     COMP
 LY2605  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 LY2605  ELLIP HEIGHT-         515.45  (meters)          (10/23/02) GPS OBS
 LY2605  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LY2605
 LY2605  HORZ ORDER  -  FIRST
 LY2605  ELLP ORDER  -  FOURTH    CLASS I
 LY2605
 LY2605.The horizontal coordinates were established by GPS observations
 LY2605.and adjusted by the National Geodetic Survey in May 1999..
 LY2605
 LY2605.The orthometric height was determined by GPS observations and a
 LY2605.high-resolution geoid model.
 LY2605
 LY2605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2605
 LY2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2605
 LY2605.The ellipsoidal height was determined by GPS observations
 LY2605.and is referenced to NAD 83.
 LY2605
 LY2605.The geoid height was determined by GEOID03.
 LY2605
 LY2605;                    North         East     Units Scale Factor Converg.
 LY2605;SPC NJ       -   276,255.479   136,490.124   MT  0.99990225   -0 06 23.6
 LY2605;SPC NJ       -   906,348.18    447,801.35   sFT  0.99990225   -0 06 23.6
 LY2605;SPC PA N     -   132,852.795   858,529.750   MT  0.99995824   +2 02 35.7
 LY2605;SPC PA N     -   435,867.88  2,816,693.02   sFT  0.99995824   +2 02 35.7
 LY2605;SPC NY E     -   276,255.479   136,490.124   MT  0.99990225   -0 06 23.6
 LY2605;SPC NY E     -   906,348.18    447,801.35   sFT  0.99990225   -0 06 23.6
 LY2605;UTM  18      - 4,574,497.001   528,340.007   MT  0.99960988   +0 13 24.9
 LY2605
 LY2605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2605!SPC NJ       -   0.99991916  x   0.99990225  =   0.99982141
 LY2605!SPC PA N     -   0.99991916  x   0.99995824  =   0.99987740
 LY2605!SPC NY E     -   0.99991916  x   0.99990225  =   0.99982141
 LY2605!UTM  18      -   0.99991916  x   0.99960988  =   0.99952907
 LY2605
 LY2605:                Primary Azimuth Mark                     Grid Az
 LY2605:SPC NJ       -  MINISINK                                 029 48 50.4
 LY2605:SPC PA N     -  MINISINK                                 027 39 51.1
 LY2605:SPC NY E     -  MINISINK                                 029 48 50.4
 LY2605:UTM  18      -  MINISINK                                 029 29 01.9
 LY2605
 LY2605|---------------------------------------------------------------------|
 LY2605| PID    Reference Object                     Distance      Geod. Az  |
 LY2605|                                                           dddmmss.s |
 LY2605| LY2608 MINISINK                            APPROX. 6.1 KM 0294226.8 |
 LY2605| CB3553 HIGH POINT AZ MK                                   0333255.6 |
 LY2605| LY2606 HIGH POINT RESET                     62.631 METERS 19106     |
 LY2605|---------------------------------------------------------------------|
 LY2605
 LY2605                          SUPERSEDED SURVEY CONTROL
 LY2605
 LY2605  NAD 83(1996)-  41 19 17.20823(N)    074 39 40.95403(W) AD(       ) 1
 LY2605  NAD 83(1986)-  41 19 17.20912(N)    074 39 40.95287(W) AD(       ) 1
 LY2605  NAD 83(1986)-  41 19 17.21294(N)    074 39 40.95405(W) AD(       ) 3
 LY2605  NAD 27      -  41 19 16.86590(N)    074 39 42.36060(W) AD(       ) 3
 LY2605  NGVD 29 (07/19/86)  548.2    (m)         1799.     (f) VERT ANG       
 LY2605
 LY2605.Superseded values are not recommended for survey control.
 LY2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2605.See file dsdata.txt to determine how the superseded data were derived.
 LY2605
 LY2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2834074497(NAD 83)
 LY2605_MARKER: DR = REFERENCE MARK DISK
 LY2605_SETTING: 66 = SET IN ROCK OUTCROP
 LY2605_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LY2605_STAMPING: HIGH POINT NO.3 1881 1936 1797.10
 LY2605_MARK LOGO: CGS   
 LY2605_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2605_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2605+STABILITY: POSITION/ELEVATION WELL
 LY2605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2605+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2006
 LY2605
 LY2605  HISTORY     - Date     Condition        Report By
 LY2605  HISTORY     - 1936     MONUMENTED       CGS
 LY2605  HISTORY     - 1959     GOOD             CGS
 LY2605  HISTORY     - 1973     SEE DESCRIPTION  NGS
 LY2605  HISTORY     - 1979     GOOD             NGS
 LY2605  HISTORY     - 19900630 GOOD             NJGS
 LY2605  HISTORY     - 19910503 GOOD
 LY2605  HISTORY     - 20030910 GOOD             AASCO
 LY2605  HISTORY     - 20060922 GOOD             AASCO
 LY2605
 LY2605                          STATION DESCRIPTION
 LY2605
 LY2605'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2605'THE STATION IS LOCATED ON A PROMINENT POINT OF THE BLUE RIDGE,
 LY2605'THE HIGHEST POINT IN THE STATE OF NEW JERSEY, IN THE HIGH POINT
 LY2605'NEW JERSEY STATE PARK, ABOUT 4 MILES SOUTH-SOUTHEAST OF PORT
 LY2605'JERVIS, NEW YORK.  IT IS 205.75 FEET NORTH OF STATION HIGH POINT
 LY2605'1881 1936 AND 152 FEET NORTHEAST OF THE END OF THE PARAPET RAIL
 LY2605'AT THE NORTHWEST SIDE OF THE STEPS TO THE MONUMENT.  THE TRUE
 LY2605'STATION HIGH POINT 1881 1936 IS NO MORE USEABLE AS ADDITIONAL
 LY2605'STATIONS ARE OBSTRUCTED BY THE HIGH POINT MONUMENT.  A
 LY2605'TRAVERSE CONNECTION WAS MADE BETWEEN STATION HIGH POINT AND RM
 LY2605'3.  REFERENCE MARK NO 3 IS NOW USED AS A STATION.
 LY2605'
 LY2605'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 LY2605'STATE HIGHWAY 23, AT THE NEW YORK AND NEW JERSEY STATE LINE,
 LY2605'ABOUT 1.0 MILE SOUTH OF PORT JERVIS, NEW YORK.  GO SOUTH ON
 LY2605'STATE HIGHWAY 23 FOR 0.76 MILE TO A FORK.  TAKE THE LEFT FORK AND
 LY2605'CONTINUE SOUTH ON STATE HIGHWAY 23 FOR 4.08 MILES TO A BLACKTOP
 LY2605'ROAD AND ENTRANCE TO HIGH POINT PARK ON THE LEFT.  TURN LEFT AND
 LY2605'GO NORTH-NORTHEAST ON THE BLACKTOP ROAD, THE MAIN ROAD THROUGH THE
 LY2605'PARK, FOR 1.0 MILE TO A TRAFFIC CIRCLE AT THE NORTH END OF A
 LY2605'LAKE, KEEP RIGHT AND GO EAST AND NORTH ON THE MONUMENT ROAD FOR
 LY2605'0.54 MILE TO THE HIGH POINT MONUMENT AND THE STATION.
 LY2605'
 LY2605'THE STATION, A STANDARD REFERENCE MARK STAMPED HIGH POINT NO 3
 LY2605'1881 1936, IS SET FLUSH IN A DRILL HOLE WITH CEMENT IN TOP OF A
 LY2605'LARGE AREA OF OUTCROPPING BEDROCK ON THE SUMMIT OF THE RIDGE.
 LY2605'
 LY2605'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LY2605
 LY2605                          STATION RECOVERY (1973)
 LY2605
 LY2605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LY2605'THIS MARK WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED
 LY2605'IN THE 1959 DESCRIPTION.  THIS POINT WAS RECOVERED IN CONJUNCTION
 LY2605'WITH TRIANGULATION STATION HIGH POINT 1881.
 LY2605'
 LY2605'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LY2605'3-1/2 MILES SOUTH-SOUTHEAST OF PORT JERVIS.
 LY2605
 LY2605                          STATION RECOVERY (1979)
 LY2605
 LY2605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 LY2605'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS PREVIOUSLY
 LY2605'DESCRIBED.
 LY2605
 LY2605                          STATION RECOVERY (1990)
 LY2605
 LY2605'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 LY2605'THE STATION IS LOCATED IN WANTAGE TOWNSHIP IN HIGH POINT STATE PARK
 LY2605'NEAR THE SUMMIT OF THE BLUE RIDGE, THE HIGHEST POINT IN THE STATE OF
 LY2605'NEW JERSEY, JUST NORTHEAST OF THE HIGH POINT MONUMENT.  TO REACH THE
 LY2605'STATION FROM THE JUNCTION OF STATE ROUTE 23 AND THE PAVED MAIN ROAD
 LY2605'AT THE ENTRANCE TO HIGH POINT STATE PARK, GO 0.10 MI (0.16 KM)
 LY2605'NORTHEAST ON THE PAVED PARK ROAD TO A WOODEN GATE, PASS THROUGH THE
 LY2605'GATE AND CONTINUE ON THE PAVED ROAD FOR 1.45 MI (2.33 KM) TO THE
 LY2605'SUMMIT OF THE RIDGE AND THE HIGH POINT MONUMENT.  THE STATION DISK,
 LY2605'SET IN A DRILL HOLE IN THE TOP OF A LARGE ROCK OUTCROP ON THE SUMMIT
 LY2605'OF THE RIDGE IS STAMPED, HIGH POINT NO. 3 1881 1936 1797.10.  NO
 LY2605'MEASUREMENTS WERE TAKEN TO VERIFY LOCATION AT THIS TIME. ACCESS TO
 LY2605'THE STATION MAY BE OBTAINED FROM THE RANGER STATION AT THE PARK.
 LY2605
 LY2605                          STATION RECOVERY (1991)
 LY2605
 LY2605'RECOVERED 1991
 LY2605'RECOVERED IN GOOD CONDITION.
 LY2605
 LY2605                          STATION RECOVERY (2003)
 LY2605
 LY2605'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2003 (JAL)
 LY2605'RECOVERED IN GOOD CONDITION.
 LY2605
 LY2605                          STATION RECOVERY (2006)
 LY2605
 LY2605'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 LY2605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4886 ***********************************************************************
 KV4886  DESIGNATION -  HIGHLAND PARK JR HIGH SCH CUP
 KV4886  PID         -  KV4886
 KV4886  STATE/COUNTY-  NJ/MIDDLESEX
 KV4886  USGS QUAD   -  PLAINFIELD (1995)
 KV4886
 KV4886                         *CURRENT SURVEY CONTROL
 KV4886  ___________________________________________________________________
 KV4886* NAD 83(1996)-  40 30 08.25599(N)    074 25 30.80241(W)     ADJUSTED  
 KV4886* NAVD 88     -                                                        
 KV4886  ___________________________________________________________________
 KV4886  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 KV4886  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV4886
 KV4886  HORZ ORDER  -  THIRD
 KV4886
 KV4886.The horizontal coordinates were established by classical geodetic methods
 KV4886.and adjusted by the National Geodetic Survey in September 1999..
 KV4886
 KV4886
 KV4886.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4886
 KV4886.The geoid height was determined by GEOID03.
 KV4886
 KV4886;                    North         East     Units Scale Factor Converg.
 KV4886;SPC NJ       -   185,285.899   156,337.839   MT  0.99990049   +0 02 54.8
 KV4886;SPC NJ       -   607,892.15    512,918.39   sFT  0.99990049   +0 02 54.8
 KV4886;UTM  18      - 4,483,667.949   548,701.552   MT  0.99962919   +0 22 23.9
 KV4886
 KV4886                          SUPERSEDED SURVEY CONTROL
 KV4886
 KV4886  NAD 83(1996)-  40 30 08.25589(N)    074 25 30.80382(W) AD(       ) 4
 KV4886  NAD 83(1986)-  40 30 08.25806(N)    074 25 30.80512(W) AD(       ) 4
 KV4886  NAD 27      -  40 30 07.88300(N)    074 25 32.25700(W) AD(       ) 3
 KV4886
 KV4886.Superseded values are not recommended for survey control.
 KV4886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4886.See file dsdata.txt to determine how the superseded data were derived.
 KV4886
 KV4886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4870283668(NAD 83)
 KV4886_MARKER: 86 = CUPOLA
 KV4886
 KV4886  HISTORY     - Date     Condition        Report By
 KV4886  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4886  HISTORY     - 1985     GOOD             NGS
 KV4886  HISTORY     - 1987     GOOD             USPSQD
 KV4886
 KV4886                          STATION DESCRIPTION
 KV4886
 KV4886'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4886'THE FAIRLY PROMINENT CUPOLA--N OF THE RARITAN RIVER, IN HIGHLAND
 KV4886'PARK ON THE NW CORNER OF MONTGOMERY STREET AND N FIFTH
 KV4886'AVENUE--ATOP THE HIGHLAND PARK JUNIOR HIGH SCHOOL, RISING FROM THE
 KV4886'E CENTER PART OF THIS RED-BRICK BUILDING.  IT IS A WHITE, WOODEN,
 KV4886'DOME-SHAPED CUPOLA.
 KV4886'
 KV4886'THE STATION IS THE BASE OF THE ROD SUPPORTING A BLACK BALL AND
 KV4886'WEATHER VANE AT THE CUPOLA-APEX, APPROXIMATELY 75 FEET ABOVE GROUND.
 KV4886
 KV4886                          STATION RECOVERY (1985)
 KV4886
 KV4886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (RGP)
 KV4886'THE STATION WAS RECOVERED AT THIS DATE.
 KV4886
 KV4886                          STATION RECOVERY (1987)
 KV4886
 KV4886'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV4886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5940 ***********************************************************************
 KV5940  DESIGNATION -  HIGHLANDS ATT MICROWAVE TOWER
 KV5940  PID         -  KV5940
 KV5940  STATE/COUNTY-  NJ/MONMOUTH
 KV5940  USGS QUAD   -  SANDY HOOK (1981)
 KV5940
 KV5940                         *CURRENT SURVEY CONTROL
 KV5940  ___________________________________________________________________
 KV5940* NAD 83(1996)-  40 24 11.58937(N)    074 02 38.50801(W)     ADJUSTED  
 KV5940* NAVD 88     -                                                        
 KV5940  ___________________________________________________________________
 KV5940  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 KV5940  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV5940
 KV5940  HORZ ORDER  -  THIRD
 KV5940
 KV5940.The horizontal coordinates were established by classical geodetic methods
 KV5940.and adjusted by the National Geodetic Survey in September 1999..
 KV5940
 KV5940
 KV5940.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5940
 KV5940.The geoid height was determined by GEOID03.
 KV5940
 KV5940;                    North         East     Units Scale Factor Converg.
 KV5940;SPC NJ       -   174,382.618   188,703.242   MT  0.99991843   +0 17 44.0
 KV5940;SPC NJ       -   572,120.31    619,103.89   sFT  0.99991843   +0 17 44.0
 KV5940;UTM  18      - 4,472,950.834   581,119.925   MT  0.99968100   +0 37 10.8
 KV5940
 KV5940                          SUPERSEDED SURVEY CONTROL
 KV5940
 KV5940  NAD 83(1986)-  40 24 11.59955(N)    074 02 38.52123(W) AD(       ) 4
 KV5940
 KV5940.Superseded values are not recommended for survey control.
 KV5940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5940.See file dsdata.txt to determine how the superseded data were derived.
 KV5940
 KV5940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8112072951(NAD 83)
 KV5940_MARKER: 45 = MICROWAVE TOWER
 KV5940_MARK LOGO: NOS   
 KV5940_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5940+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1989
 KV5940
 KV5940  HISTORY     - Date     Condition        Report By
 KV5940  HISTORY     - 1982     FIRST OBSERVED   NOS
 KV5940  HISTORY     - 1982     GOOD             NOS
 KV5940  HISTORY     - 19890114 GOOD             NJGS
 KV5940
 KV5940                          STATION DESCRIPTION
 KV5940
 KV5940'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 KV5940'THE STATION, HIGHLANDS ATT MICROWAVE
 KV5940'TOWER, IS LOCATED IN ATLANTIC HIGHLANDS.  THE TOWER IS 383
 KV5940'FEET TALL AND PAINTED RED AND WHITE.  IT IS LOCATED WEST OF
 KV5940'THE SITE OF THE ORIGINAL MICROWAVE TOWER.
 KV5940'
 KV5940'DESCRIBED BY J. DANIEL.
 KV5940
 KV5940                          STATION RECOVERY (1982)
 KV5940
 KV5940'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982
 KV5940'RECOVERED IN GOOD CONDITION.
 KV5940
 KV5940                          STATION RECOVERY (1989)
 KV5940
 KV5940'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV5940'THE STATION WAS RECOVERED AT THIS DATE.  THE TOWER IS EVIDENTLY THE
 KV5940'SECOND TOWER CONSTRUCTED AT THIS SITE.  THE TOWER IS LOCATED IN
 KV5940'NAVESINK AREA OF THE ATLANTIC HIGHLANDS AT THE CORNER OF SERPENTINE
 KV5940'DRIVE AND FAIR VIEW AVENUE.  THE POINT INTERSECTED WAS THE LIGHT AT
 KV5940'THE TOP CENTER OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2819 ***********************************************************************
 KU2819  DESIGNATION -  HIGHLANDS SCHOOL
 KU2819  PID         -  KU2819
 KU2819  STATE/COUNTY-  NJ/MONMOUTH
 KU2819  USGS QUAD   -  SANDY HOOK (1981)
 KU2819
 KU2819                         *CURRENT SURVEY CONTROL
 KU2819  ___________________________________________________________________
 KU2819* NAD 83(1996)-  40 24 11.64340(N)    073 59 47.79626(W)     ADJUSTED  
 KU2819* NAVD 88     -                                                        
 KU2819  ___________________________________________________________________
 KU2819  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 KU2819  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KU2819
 KU2819  HORZ ORDER  -  THIRD
 KU2819
 KU2819.The horizontal coordinates were established by classical geodetic methods
 KU2819.and adjusted by the National Geodetic Survey in September 1999..
 KU2819
 KU2819
 KU2819.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2819
 KU2819.The geoid height was determined by GEOID03.
 KU2819
 KU2819;                    North         East     Units Scale Factor Converg.
 KU2819;SPC NJ       -   174,406.127   192,728.305   MT  0.99992247   +0 19 34.6
 KU2819;SPC NJ       -   572,197.43    632,309.45   sFT  0.99992247   +0 19 34.6
 KU2819;UTM  18      - 4,472,997.100   585,143.843   MT  0.99968924   +0 39 01.4
 KU2819
 KU2819                          SUPERSEDED SURVEY CONTROL
 KU2819
 KU2819  NAD 83(1986)-  40 24 11.64347(N)    073 59 47.79572(W) AD(       ) 4
 KU2819  NAD 27      -  40 24 11.25400(N)    073 59 49.30200(W) AD(       ) 3
 KU2819
 KU2819.Superseded values are not recommended for survey control.
 KU2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2819.See file dsdata.txt to determine how the superseded data were derived.
 KU2819
 KU2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8514472997(NAD 83)
 KU2819_MARKER: 86 = CUPOLA
 KU2819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU2819+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2001
 KU2819
 KU2819  HISTORY     - Date     Condition        Report By
 KU2819  HISTORY     - 1934     FIRST OBSERVED   CGS
 KU2819  HISTORY     - 1962     GOOD             CGS
 KU2819  HISTORY     - 19920722 GOOD             USPSQD
 KU2819  HISTORY     - 20010823 GOOD             USPSQD
 KU2819
 KU2819                          STATION DESCRIPTION
 KU2819
 KU2819'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KU2819'THE STATION IS THE WEATHER VANE ON THE WHITE CUPOLA ON THE
 KU2819'HIGHLANDS GRADE SCHOOL LOCATED ON N SIDE OF NAVESINK AVENUE
 KU2819'(HIGHWAY 37) 150 METERS W FROM ITS INTERSECTION WITH WATERWITCH
 KU2819'AVENUE AT HIGHLANDS, NEW JERSEY.
 KU2819
 KU2819                          STATION RECOVERY (1962)
 KU2819
 KU2819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2819'RECOVERED IN GOOD CONDITION.
 KU2819
 KU2819                          STATION RECOVERY (1992)
 KU2819
 KU2819'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2819'RECOVERED IN GOOD CONDITION.
 KU2819
 KU2819                          STATION RECOVERY (2001)
 KU2819
 KU2819'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAL)
 KU2819'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2686 ***********************************************************************
 JU2686  DESIGNATION -  HIGHPOINT STANDPIPE
 JU2686  PID         -  JU2686
 JU2686  STATE/COUNTY-  NJ/OCEAN
 JU2686  USGS QUAD   -  SHIP BOTTOM (1972)
 JU2686
 JU2686                         *CURRENT SURVEY CONTROL
 JU2686  ___________________________________________________________________
 JU2686* NAD 83(1996)-  39 42 28.16775(N)    074 08 04.35158(W)     ADJUSTED  
 JU2686* NAVD 88     -                                                        
 JU2686  ___________________________________________________________________
 JU2686  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 JU2686  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JU2686
 JU2686  HORZ ORDER  -  THIRD
 JU2686
 JU2686.The horizontal coordinates were established by classical geodetic methods
 JU2686.and adjusted by the National Geodetic Survey in September 1999..
 JU2686
 JU2686
 JU2686.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2686
 JU2686.The geoid height was determined by GEOID03.
 JU2686
 JU2686;                    North         East     Units Scale Factor Converg.
 JU2686;SPC NJ       -    97,140.709   181,337.367   MT  0.99991209   +0 14 00.5
 JU2686;SPC NJ       -   318,702.48    594,937.68   sFT  0.99991209   +0 14 00.5
 JU2686;UTM  18      - 4,395,687.390   574,189.646   MT  0.99966776   +0 33 10.6
 JU2686
 JU2686                          SUPERSEDED SURVEY CONTROL
 JU2686
 JU2686  NAD 83(1986)-  39 42 28.16009(N)    074 08 04.34376(W) AD(       ) 4
 JU2686  NAD 27      -  39 42 27.72400(N)    074 08 05.85600(W) AD(       ) 3
 JU2686
 JU2686.Superseded values are not recommended for survey control.
 JU2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2686.See file dsdata.txt to determine how the superseded data were derived.
 JU2686
 JU2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7419095687(NAD 83)
 JU2686_MARKER: 52 = STANDPIPE TANK
 JU2686
 JU2686  HISTORY     - Date     Condition        Report By
 JU2686  HISTORY     - 1950     FIRST OBSERVED   CGS
 JU2686  HISTORY     - 1951     GOOD             NJSFC
 JU2686  HISTORY     - 1962     GOOD             CGS
 JU2686  HISTORY     - 1984     SEE DESCRIPTION  USPSQD
 JU2686  HISTORY     - 20060421 MARK NOT FOUND   GEOCAC
 JU2686
 JU2686                          STATION DESCRIPTION
 JU2686
 JU2686'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2686'THIS STATION IS LOCATED ON LONG BEACH ISLAND IN HIGH POINT, 108
 JU2686'FEET N OF THE CENTER OF EIGHTIETH STREET, AND 50 FEET W OF THE
 JU2686'CENTER LINE OF ANCHOR AVENUE.
 JU2686'
 JU2686'STATION IS THE CENTER OF A STEEL STANDPIPE, 16 FEET IN
 JU2686'DIAMETER, AND 120 FEET TALL.  IT IS AN INTERSECTION STATION.
 JU2686
 JU2686                          STATION RECOVERY (1951)
 JU2686
 JU2686'RECOVERY NOTE BY NEW JERSEY SHELL FISHERIES COMMISSION 1951 (LAH)
 JU2686'STATION IS LOCATED ON THE W SIDE OF ANCHOR AVENUE, BETWEEN
 JU2686'EIGHTIETH AND EIGHTY-FIRST STREETS, IN THE VILLAGE OF
 JU2686'HIGH POINT.  THE STANDPIPE IS PAINTED GRAY AND IS 100 FEET
 JU2686'HIGH.  IT STANDS E OF THE LOCATION OF THE FORMER WATER TANK
 JU2686'THAT WAS DESTROYED IN 1937.
 JU2686
 JU2686                          STATION RECOVERY (1962)
 JU2686
 JU2686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2686'THE TOP OF THE TANK WAS RAISED IN 1961.  WHETHER THE CUTTING AND
 JU2686'WELDING ALTERED THE POSITION OF THE KNOB ON THE TOP OTHER THAN
 JU2686'VERTICALLY IS NOT KNOWN.
 JU2686
 JU2686                          STATION RECOVERY (1984)
 JU2686
 JU2686'RECOVERY NOTE BY US POWER SQUADRON 1984 (AWT)
 JU2686'STATION FOUND GOOD.
 JU2686'
 JU2686'THE PIPE IS NOW PAINTED GREEN WITH THE LEGEND HARVEY CEDARS PAINTED
 JU2686'IN BLACK ON ITS SIDE.
 JU2686'
 JU2686'THE NAME OF THE VILLAGE OF HIGH POINT WAS CHANGED TO HARVEY CEDARS
 JU2686'SINCE THERE WAS A NAME CONFLICT WITH HIGH POINT IN NORTHERN NEW
 JU2686'JERSEY.
 JU2686
 JU2686                          STATION RECOVERY (2006)
 JU2686
 JU2686'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2686'THERE IS NO STANDPIPE AT THE LOCATION OF THE PUBLISHED COORDINATES..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4020 ***********************************************************************
 KV4020  DESIGNATION -  HIGHWOOD 2 1867
 KV4020  PID         -  KV4020
 KV4020  STATE/COUNTY-  NJ/HUDSON
 KV4020  USGS QUAD   -  WEEHAWKEN (1995)
 KV4020
 KV4020                         *CURRENT SURVEY CONTROL
 KV4020  ___________________________________________________________________
 KV4020* NAD 83(1996)-  40 46 12.63794(N)    074 01 00.65716(W)     ADJUSTED  
 KV4020* NAVD 88     -        52.     (meters)     171.     (feet)  SCALED    
 KV4020  ___________________________________________________________________
 KV4020  LAPLACE CORR-           5.99  (seconds)                    DEFLEC99
 KV4020  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV4020
 KV4020  HORZ ORDER  -  SECOND
 KV4020
 KV4020.The horizontal coordinates were established by classical geodetic methods
 KV4020.and adjusted by the National Geodetic Survey in September 1999..
 KV4020
 KV4020.The orthometric height was scaled from a topographic map.
 KV4020
 KV4020.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4020
 KV4020.The geoid height was determined by GEOID03.
 KV4020
 KV4020;                    North         East     Units Scale Factor Converg.
 KV4020;SPC NJ       -   215,140.209   190,786.844   MT  0.99992047   +0 18 55.9
 KV4020;SPC NJ       -   705,839.17    625,939.84   sFT  0.99992047   +0 18 55.9
 KV4020;SPC NY L     -    67,017.593   298,577.482   MT  0.99999587   -0 00 39.7
 KV4020;SPC NY L     -   219,873.55    979,582.96   sFT  0.99999587   -0 00 39.7
 KV4020;UTM  18      - 4,513,709.952   582,971.631   MT  0.99968473   +0 38 31.4
 KV4020
 KV4020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4020!SPC NJ       -   0.99999688  x   0.99992047  =   0.99991735
 KV4020!SPC NY L     -   0.99999688  x   0.99999587  =   0.99999275
 KV4020!UTM  18      -   0.99999688  x   0.99968473  =   0.99968161
 KV4020
 KV4020:                Primary Azimuth Mark                     Grid Az
 KV4020:SPC NJ       -  ST PATRICKS CATHEDRAL N SPIRE            110 02 32.9
 KV4020:SPC NY L     -  ST PATRICKS CATHEDRAL N SPIRE            110 22 08.5
 KV4020:UTM  18      -  ST PATRICKS CATHEDRAL N SPIRE            109 42 57.4
 KV4020
 KV4020|---------------------------------------------------------------------|
 KV4020| PID    Reference Object                     Distance      Geod. Az  |
 KV4020|                                                           dddmmss.s |
 KV4020| KU3989 ST PATRICKS CATHEDRAL N SPIRE       APPROX. 3.6 KM 1102128.8 |
 KV4020| KU3598 MADISON SQUARE GARDEN               APPROX. 4.0 KM 1393233.8 |
 KV4020| KV4362 PARK ROW BUILDING 1908              APPROX. 6.6 KM 1731649.0 |
 KV4020|---------------------------------------------------------------------|
 KV4020
 KV4020                          SUPERSEDED SURVEY CONTROL
 KV4020
 KV4020  NAD 83(1996)-  40 46 12.63792(N)    074 01 00.65718(W) AD(       ) 2
 KV4020  NAD 83(1996)-  40 46 12.63751(N)    074 01 00.65812(W) AD(       ) 2
 KV4020  NAD 83(1992)-  40 46 12.63649(N)    074 01 00.65837(W) AD(       ) 2
 KV4020  NAD 83(1986)-  40 46 12.63976(N)    074 01 00.65913(W) AD(       ) 2
 KV4020  NAD 27      -  40 46 12.27100(N)    074 01 02.16000(W) AD(       ) 2
 KV4020
 KV4020.Superseded values are not recommended for survey control.
 KV4020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4020.See file dsdata.txt to determine how the superseded data were derived.
 KV4020
 KV4020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8297213710(NAD 83)
 KV4020
 KV4020  HISTORY     - Date     Condition        Report By
 KV4020  HISTORY     - 1867     MONUMENTED       COASUR
 KV4020  HISTORY     - 1903     SEE DESCRIPTION  CGS
 KV4020  HISTORY     - 20010319 POOR             PORANY
 KV4020
 KV4020                          STATION DESCRIPTION
 KV4020
 KV4020'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (ATM)
 KV4020'THIS STATION IS AT HIGHWOOD PARK, NEW JERSEY, AND IS REACHED BY
 KV4020'WEEHAWKEN FERRY FROM W FORTY-SECOND STREET, NEW YORK CITY.  IT IS
 KV4020'ABOUT 150 FEET S OF THE INTERSECTION OF BOULEVARD LOOP AND HAMILTON
 KV4020'AVENUE, ON THE E SIDE OF THE LATTER IN LINE WITH W FORTY-FOURTH
 KV4020'STREET, MANHATTAN, AND IS ON THE PROPERTY OF MR. HUGH N. CAMP.
 KV4020'
 KV4020'FOUND THE MARBLE CAPSTONE MARKED U.S.C.S. DESCRIBED BY
 KV4020'MESSRS. TITTMAN AND BRADFORD, BUT X ON LEAD BOLT IS
 KV4020'OBLITERATED.  THE STATION IS SURROUNDED BY A 1 1/2-FOOT
 KV4020'SEMI-CIRCULAR RING ABOUT 2 FEET HIGH ON WHICH IS AN IRON FENCE,
 KV4020'AND IS ON THE SHEER EDGE OF THE PALISADES.  THE KEY TO THE GATE OF
 KV4020'THE ENCLOSURE IS IN THE CUSTODY OF MR. MOTTIN, DIRECTLY OPPOSITE
 KV4020'THE STATION, ON THE W SIDE OF HAMILTON AVENUE.  A ROCK FACE,
 KV4020'BROKEN ASHLAR PEDESTAL, 5 FEET SQUARE AND 5 FEET HIGH, HAS
 KV4020'BEEN BUILT, 3 FEET W OF STATION.  ON THIS PEDESTAL IS A RED
 KV4020'SANDSTONE BOULDER IN WHICH IS SUNK A BRONZE COMMEMORATIVE
 KV4020'TABLET.  THE BOULDER IS SURMOUNTED BY A BUST OF ALEXANDER
 KV4020'HAMILTON.
 KV4020'
 KV4020'A 5 1/2-INCH FLAGPOLE ABOUT 30 FEET HIGH TOUCHES THE W EDGE OF
 KV4020'THE CAPSTONE AND IS 0.39 METER FROM THE CENTER OF STATION.
 KV4020'
 KV4020'NOTE.--LETTER FROM PROFESSOR G.G. FREYGANG, STEVENS INSTITUTE OF
 KV4020'TECHNOLOGY, NOVEMBER 20, 1922--
 KV4020'
 KV4020'FLAGPOLE STRUCK BY LIGHTNING, STATION MARK REMOVED BY WORKMEN IN
 KV4020'REPLACING FLAGPOLE.  THEIR INTENTION WAS TO REPLACE THE MARK.
 KV4020
 KV4020                          STATION RECOVERY (2001)
 KV4020
 KV4020'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV4020'STATION MOVED SEE KV4023 FOR NEW POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4023 ***********************************************************************
 KV4023  DESIGNATION -  HIGHWOOD 3 1932
 KV4023  PID         -  KV4023
 KV4023  STATE/COUNTY-  NJ/HUDSON
 KV4023  USGS QUAD   -  WEEHAWKEN (1995)
 KV4023
 KV4023                         *CURRENT SURVEY CONTROL
 KV4023  ___________________________________________________________________
 KV4023* NAD 83(1996)-  40 46 12.63687(N)    074 01 00.65294(W)     ADJUSTED  
 KV4023* NAVD 88     -        51.0    (meters)     167.     (feet)  GPS OBS   
 KV4023  ___________________________________________________________________
 KV4023  X           -   1,331,976.210 (meters)                     COMP
 KV4023  Y           -  -4,650,313.584 (meters)                     COMP
 KV4023  Z           -   4,143,140.289 (meters)                     COMP
 KV4023  LAPLACE CORR-           5.99  (seconds)                    DEFLEC99
 KV4023  ELLIP HEIGHT-          19.14  (meters)          (10/23/02) GPS OBS
 KV4023  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV4023
 KV4023  HORZ ORDER  -  FIRST
 KV4023  ELLP ORDER  -  FOURTH    CLASS I
 KV4023
 KV4023.The horizontal coordinates were established by GPS observations
 KV4023.and adjusted by the National Geodetic Survey in May 1999..
 KV4023
 KV4023.The orthometric height was determined by GPS observations and a
 KV4023.high-resolution geoid model.
 KV4023
 KV4023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4023
 KV4023.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4023
 KV4023.The ellipsoidal height was determined by GPS observations
 KV4023.and is referenced to NAD 83.
 KV4023
 KV4023.The geoid height was determined by GEOID03.
 KV4023
 KV4023;                    North         East     Units Scale Factor Converg.
 KV4023;SPC NJ       -   215,140.177   190,786.943   MT  0.99992047   +0 18 55.9
 KV4023;SPC NJ       -   705,839.06    625,940.16   sFT  0.99992047   +0 18 55.9
 KV4023;SPC NY E     -   215,140.177   190,786.943   MT  0.99992047   +0 18 55.9
 KV4023;SPC NY E     -   705,839.06    625,940.16   sFT  0.99992047   +0 18 55.9
 KV4023;SPC NY L     -    67,017.560   298,577.581   MT  0.99999587   -0 00 39.7
 KV4023;SPC NY L     -   219,873.44    979,583.28   sFT  0.99999587   -0 00 39.7
 KV4023;UTM  18      - 4,513,709.920   582,971.731   MT  0.99968473   +0 38 31.4
 KV4023
 KV4023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4023!SPC NJ       -   0.99999700  x   0.99992047  =   0.99991747
 KV4023!SPC NY E     -   0.99999700  x   0.99992047  =   0.99991747
 KV4023!SPC NY L     -   0.99999700  x   0.99999587  =   0.99999287
 KV4023!UTM  18      -   0.99999700  x   0.99968473  =   0.99968173
 KV4023
 KV4023:                Primary Azimuth Mark                     Grid Az
 KV4023:SPC NJ       -  MANHATTAN CARLYL HOTEL APT TWR           083 43 41.0
 KV4023:SPC NY E     -  MANHATTAN CARLYL HOTEL APT TWR           083 43 41.0
 KV4023:SPC NY L     -  MANHATTAN CARLYL HOTEL APT TWR           084 03 16.6
 KV4023:UTM  18      -  MANHATTAN CARLYL HOTEL APT TWR           083 24 05.5
 KV4023
 KV4023|---------------------------------------------------------------------|
 KV4023| PID    Reference Object                     Distance      Geod. Az  |
 KV4023|                                                           dddmmss.s |
 KV4023| KU4021 MANHATTAN CARLYL HOTEL APT TWR      APPROX. 4.6 KM 0840236.9 |
 KV4023| KU3947 MANHATTAN INTERBORO PHSE W CHY      APPROX. 2.0 KM 0840728.9 |
 KV4023| KU3949 MANHATTAN INTERBORO PHSE E CHY      APPROX. 2.2 KM 0863630.4 |
 KV4023| KU4000 MANHATTAN NR SE CEN PK T BLDG       APPROX. 3.8 KM 0994929.9 |
 KV4023| KU3948 MANHATTAN MCGRAW HILL BLDG CHY      APPROX. 2.5 KM 1231903.2 |
 KV4023| KU3953 MANHATTAN HOTEL NEW YORKER          APPROX. 2.8 KM 1343723.7 |
 KV4023| KV4131 MANHATTAN NYFD PIER WATCH TWR       APPROX. 1.5 KM 1470011.8 |
 KV4023| KV4366 MANHATTAN 23 ST FERRY BLDG FP       APPROX. 2.4 KM 1651133.7 |
 KV4023| KV4365 MANHATTAN BELL TEL LAB FLAG         APPROX. 3.8 KM 1704323.0 |
 KV4023|---------------------------------------------------------------------|
 KV4023
 KV4023                          SUPERSEDED SURVEY CONTROL
 KV4023
 KV4023  ELLIP H (05/14/99)   19.15   (m)                       GP(       ) 4 1
 KV4023  NAD 83(1996)-  40 46 12.63674(N)    074 01 00.65304(W) AD(       ) 1
 KV4023  NAD 83(1996)-  40 46 12.63550(N)    074 01 00.65433(W) AD(       ) 1
 KV4023  NAD 83(1992)-  40 46 12.63456(N)    074 01 00.65541(W) AD(       ) 1
 KV4023  NAD 83(1986)-  40 46 12.63493(N)    074 01 00.65534(W) AD(       ) 1
 KV4023  NAD 83(1986)-  40 46 12.63952(N)    074 01 00.65669(W) AD(       ) 3
 KV4023  NAD 27      -  40 46 12.27500(N)    074 01 02.15000(W) AD(       ) 3
 KV4023
 KV4023.Superseded values are not recommended for survey control.
 KV4023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4023.See file dsdata.txt to determine how the superseded data were derived.
 KV4023
 KV4023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8297213710(NAD 83)
 KV4023_MARKER: H = DRILL HOLE
 KV4023_SETTING: 0 = UNSPECIFIED SETTING
 KV4023_MARK LOGO: CGS   
 KV4023_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4023+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2003
 KV4023
 KV4023  HISTORY     - Date     Condition        Report By
 KV4023  HISTORY     - 1932     MONUMENTED       CGS
 KV4023  HISTORY     - 1932     GOOD             CGS
 KV4023  HISTORY     - 1952     GOOD             CGS
 KV4023  HISTORY     - 1971     GOOD             LOCENG
 KV4023  HISTORY     - 19920213 GOOD             NJGS
 KV4023  HISTORY     - 20010319 GOOD             PORANY
 KV4023  HISTORY     - 20031216 GOOD             INDIV
 KV4023
 KV4023                          STATION DESCRIPTION
 KV4023
 KV4023'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4023'THE STATION IS ON THE W SIDE OF THE HUDSON RIVER, IN WEEHAWKEN
 KV4023'ON THE E SIDE OF HAMILTON AVENUE APPROXIMATELY 69 METERS S OF THE
 KV4023'INTERSECTION OF THIS AVENUE WITH BOULEVARD E.  IT IS LOCATED
 KV4023'WITHIN A SEMI-CIRCULAR, STONE-WALLED AND IRON-FENCED INCLOSURE ON
 KV4023'THE SHEER EDGE OF THE PALISADES.  A BROWN STONE, BROKEN ASHLAR
 KV4023'PEDESTAL 5 FEET SQUARE AND 5 FEET HIGH, (SUPPORTING A ROUGH
 KV4023'BOULDER SURMOUNTED BY A BUST OF ALEXANDER HAMILTON) RISES NEAR
 KV4023'THE CENTER OF THIS SMALL PARK.  W OF THE MONUMENT IS A ROUND,
 KV4023'WHITE, WOODEN, FLAGPOLE APPROXIMATELY 50 FEET HIGH RISING OUT OF A
 KV4023'RECTANGULAR WOODEN BASE.  THE STATION IS ON A FLAT MARBLE
 KV4023'SLAB (MARKED U.S.C.S.) SET FLUSH WITH THE SOD, E OF STATUE
 KV4023'AND FLAGPOLE.  THIS PARK IS ENCLOSED BY AN IRON FENCE
 KV4023'AND IS ENTERED THROUGH A GATE OFF HAMILTON AVENUE.  THE
 KV4023'CUSTODIAN OF THE KEY FOR THIS LOCKED GATE (WHO OCCUPIES THE
 KV4023'HOUSE ON THE W SIDE OF HAMILTON AVENUE OPPOSITE THE STATION)
 KV4023'STATED THAT THE MARBLE STONE HAD BEEN MOVED WHEN THE PRESENT
 KV4023'FLAGPOLE WAS ERECTED.  THE FLAGPOLE OF 1908 HAD BEEN
 KV4023'STRUCK BY LIGHTNING AND DESTROYED.
 KV4023'
 KV4023'THE STATION IS THE CENTER OF THE LEAD-FILLED 3/16-INCH DRILL
 KV4023'HOLE NEAR THE CENTER OF THE RECTANGULAR MARBLE SLAB.  NO
 KV4023'REFERENCE MARKS WERE PLACED.
 KV4023'
 KV4023'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4023'
 KV4023'NORMAL TO STONE WALL TO E 1.007 METERS
 KV4023'
 KV4023'TO SE CORNER OF STATUE PEDESTAL 1.375 METERS
 KV4023'
 KV4023'TO NE CORNER OF STATUE PEDESTAL 1.423 METERS
 KV4023'
 KV4023'NORMAL TO NEAR EDGE OF FLAGPOLE BASE 0.312 METERS
 KV4023'
 KV4023'TO NE CORNER OF SLAB 0.434 METERS
 KV4023'
 KV4023'TO SE CORNER OF SLAB 0.430 METERS
 KV4023'
 KV4023'THERE IS SUFFICIENT ROOM AND GOOD FOOTING FOR CENTRAL OR ECCENTRIC
 KV4023'TRIPOD SET-UPS WITHIN THE SEMI-CIRCULAR-INCLOSURE.
 KV4023
 KV4023                          STATION RECOVERY (1932)
 KV4023
 KV4023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 KV4023'RECOVERED IN GOOD CONDITION.
 KV4023
 KV4023                          STATION RECOVERY (1952)
 KV4023
 KV4023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JB)
 KV4023'STATION WAS RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 KV4023
 KV4023                          STATION RECOVERY (1971)
 KV4023
 KV4023'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (CHP)
 KV4023'FOUND AS DESCRIBED.
 KV4023'
 KV4023'IN GOOD CONDITION.
 KV4023
 KV4023                          STATION RECOVERY (1992)
 KV4023
 KV4023'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV4023'THE STATION IS LOCATED IN THE BOROUGH OF WEEHAWKEN ON THE EAST SIDE OF
 KV4023'HAMILTON AVENUE, WITHIN A SEMI CIRCULAR STONE WALLED AND IRON FENCED
 KV4023'ENCLOSURE ON THE SHEER EDGE OF THE PALISADES.  A BROWN STONE, BROKEN
 KV4023'ASHLAR PEDESTAL FIVE FEET SQUARE AND FOUR FEET HIGH SUPPORTING A
 KV4023'ROUGH BOULDER SURMOUNTED BY A BUST OF ALEXANDER HAMILTON IS NORTHWEST
 KV4023'OF THE STATION.  TO REACH THE STATION FROM THE RAMP AT EXIT 16E OF
 KV4023'THE NEW JERSEY TURNPIKE AND PATERSON PLANK ROAD, TURN RIGHT ON
 KV4023'PATERSON PLANK ROAD AND GO 0.6 MI (1.0 KM) TO A FORK IN THE ROAD,
 KV4023'TAKE THE LEFT FORK, THE UNION TURNPIKE, FOR 0.4 MI (0.6 KM) TO THE
 KV4023'JUNCTION WITH BERGEN TURNPIKE, TURN RIGHT AND GO 0.2 MI (0.3 KM) ON
 KV4023'BERGEN TURNPIKE UNTIL IT BECOMES 32ND STREET, CONTINUE 0.55 MI
 KV4023'(0.89 KM) ON 32ND STREET TO THE JUNCTION WITH PLEASENT AVENUE, TURN
 KV4023'LEFT AND GO 0.15 MI (0.24 KM) ON PLEASENT AVENUE UNTIL IT BECOMES
 KV4023'PARK AVENUE, CONTINUE ON PARK AVENUE FOR 0.15 MI (0.24 KM) TO ITS
 KV4023'JUNCTION WITH HIGHWOOD TERRACE, TURN RIGHT ON HIGHWOOD TERACE AND GO
 KV4023'0.15 MI (0.24 KM) EAST ON HIGHWOOD TERRACE TO THE JUNCTION WITH
 KV4023'BOULEVARD EAST. CONTINUE ON BOULEVARD EAST FOR 0.15 MI (0.24 KM)
 KV4023'UNTIL THE ROAD CURVES TO THE LEFT AND HAMILTON AVENUE IS ON THE RIGHT.
 KV4023'TURN RIGHT AND GO 70 M (229.7 FT) SOUTHEAST ON HAMILTON AVENUE TO THE
 KV4023'STATION ON THE LEFT. THE STATION IS 1.20 M (3.94 FT) EAST OF AND
 KV4023'NORMAL TO THE STONE PEDESTAL WALL, 4.55 M (14.93 FT) SOUTH SOUTHEAST
 KV4023'FROM A FLAGPOLE, 1.44 M (4.72 FT) SOUTHEAST FROM THE NORTHEAST CORNER
 KV4023'OF THE STONE PEDESTAL, 1.42 M (4.66 FT) NORTHEAST FROM THE SOUTHEAST
 KV4023'CORNER OF THE STONE PEDESTAL AND 13.6 M (44.6 FT) SOUTHEAST FROM THE
 KV4023'CENTERLINE OF HAMILTON AVENUE. THE STATION IS A SMALL BRASS PLUG SET
 KV4023'IN THE CENTER OF A LEAD FILLED NINE SIXTEENTHS INCH DIAMETER DRILL
 KV4023'HOLE, SET IN THE CENTER OF A TWO FOOT SQUARE FLAT MARBLE SLAB MARKED
 KV4023'U.S.C.S. WHICH IS FLUSH WITH THE SOD.
 KV4023
 KV4023                          STATION RECOVERY (2001)
 KV4023
 KV4023'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV4023'STATION SUPERSEDES KV4020.
 KV4023
 KV4023                          STATION RECOVERY (2003)
 KV4023
 KV4023'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JV)
 KV4023'RECOVERED AS DESCRIBED BY
 KV4023'MACDEL ENGINEERING, P.C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3040 ***********************************************************************
 JU3040  DESIGNATION -  HILL
 JU3040  PID         -  JU3040
 JU3040  STATE/COUNTY-  NJ/CAMDEN
 JU3040  USGS QUAD   -  CAMDEN (1995)
 JU3040
 JU3040                         *CURRENT SURVEY CONTROL
 JU3040  ___________________________________________________________________
 JU3040* NAD 83(1996)-  39 59 22.24704(N)    075 02 32.82418(W)     ADJUSTED  
 JU3040* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 JU3040  ___________________________________________________________________
 JU3040  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 JU3040  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU3040
 JU3040  HORZ ORDER  -  SECOND
 JU3040
 JU3040.The horizontal coordinates were established by classical geodetic methods
 JU3040.and adjusted by the National Geodetic Survey in September 1999..
 JU3040
 JU3040.The orthometric height was scaled from a topographic map.
 JU3040
 JU3040.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3040
 JU3040.The geoid height was determined by GEOID03.
 JU3040
 JU3040;                    North         East     Units Scale Factor Converg.
 JU3040;SPC NJ       -   128,491.041   103,675.429   MT  0.99992641   -0 20 55.0
 JU3040;SPC NJ       -   421,557.69    340,141.80   sFT  0.99992641   -0 20 55.0
 JU3040;SPC PA S     -    76,403.267   831,205.257   MT  0.99999169   +1 45 23.9
 JU3040;SPC PA S     -   250,666.39  2,727,045.91   sFT  0.99999169   +1 45 23.9
 JU3040;UTM  18      - 4,426,594.135   496,375.827   MT  0.99960016   -0 01 38.2
 JU3040
 JU3040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3040!SPC NJ       -   1.00000411  x   0.99992641  =   0.99993052
 JU3040!SPC PA S     -   1.00000411  x   0.99999169  =   0.99999580
 JU3040!UTM  18      -   1.00000411  x   0.99960016  =   0.99960427
 JU3040
 JU3040:                Primary Azimuth Mark                     Grid Az
 JU3040:SPC NJ       -  PHILADELPHIA TACONY MILLS STK            001 05 15.3
 JU3040:SPC PA S     -  PHILADELPHIA TACONY MILLS STK            358 58 56.4
 JU3040:UTM  18      -  PHILADELPHIA TACONY MILLS STK            000 45 58.5
 JU3040
 JU3040|---------------------------------------------------------------------|
 JU3040| PID    Reference Object                     Distance      Geod. Az  |
 JU3040|                                                           dddmmss.s |
 JU3040| KV3673 PHILADELPHIA TACONY MILLS STK       APPROX. 3.1 KM 0004420.3 |
 JU3040| KV3678 TACONY H DISSTON SONS CHIMNEY       APPROX. 3.2 KM 0044051.2 |
 JU3040| KV3689 TACONY ST VINCENTS SCH CUPOLA       APPROX. 3.8 KM 0145041.0 |
 JU3040| KV3683 RIVERTON PAL WATER WKS CHIMNEY      APPROX. 2.8 KM 0311552.7 |
 JU3040| CB2071 HILL RM 1                            59.435 METERS 12129     |
 JU3040| JU3041 HILL RM 2=ECC                        52.458 METERS 17733     |
 JU3040| JU3032 DELAIR KIECKHEFER CONTAIN STK       APPROX. 2.4 KM 2350808.7 |
 JU3040| JU3033 TANK                                APPROX. 2.3 KM 2363540.1 |
 JU3040| JU3039 DELAIR CAMDEN WATER WKS STACK       APPROX. 0.6 KM 2642039.3 |
 JU3040| KV3667 PHILADELPHIA ALL SAINTS SPIRE       APPROX. 2.7 KM 2991825.4 |
 JU3040| KV3671 BRIDESBURG PRESB CHURCH SPIRE       APPROX. 2.5 KM 3052506.8 |
 JU3040| KV3664 FRANKFORD LENNING CO STANDPIPE      APPROX. 2.3 KM 3140517.5 |
 JU3040| KV3668 FRANKFORD LENNING CO CHIMNEY        APPROX. 2.2 KM 3142633.2 |
 JU3040|---------------------------------------------------------------------|
 JU3040
 JU3040                          SUPERSEDED SURVEY CONTROL
 JU3040
 JU3040  NAD 83(1991)-  39 59 22.24411(N)    075 02 32.82699(W) AD(       ) 2
 JU3040  NAD 83(1986)-  39 59 22.24255(N)    075 02 32.82911(W) AD(       ) 2
 JU3040  NAD 27      -  39 59 21.84100(N)    075 02 34.20600(W) AD(       ) 2
 JU3040
 JU3040.Superseded values are not recommended for survey control.
 JU3040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3040.See file dsdata.txt to determine how the superseded data were derived.
 JU3040
 JU3040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9637626594(NAD 83)
 JU3040_MARKER: DS = TRIANGULATION STATION DISK
 JU3040_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU3040_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU3040
 JU3040  HISTORY     - Date     Condition        Report By
 JU3040  HISTORY     - 1925     MONUMENTED       CGS
 JU3040  HISTORY     - 1932     GOOD             CGS
 JU3040  HISTORY     - 1932     GOOD             CGS
 JU3040  HISTORY     - 1935     GOOD             CGS
 JU3040  HISTORY     - 1936     GOOD             CGS
 JU3040  HISTORY     - 1941     GOOD             CGS
 JU3040  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3040
 JU3040                          STATION DESCRIPTION
 JU3040
 JU3040'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3040'ON TOP OF HILL OVERLOOKING GRAVEL PITS, ABOUT 3/8 MILE E OF
 JU3040'CAMDEN WATER WORKS AND ABOUT THE SAME DISTANCE FROM THE MOUTH
 JU3040'OF PENSAUKEN CREEK.  THE STATION IS 235 FEET FROM THE CENTER
 JU3040'LINE OF THE PAVED ROAD, KNOWN AS THE RIVER ROAD ON THE RIVER SIDE,
 JU3040'AND 353 FEET FROM THE INTERSECTION OF THE TRENTON TROLLEY LINE
 JU3040'AND THE RIVER ROAD, AND 15 FEET FROM THE EDGE OF THE BLUFF.  NO
 JU3040'UNDERGROUND MARK WAS SET AS IT IS PROBABLE THAT THE GRAVEL PITS
 JU3040'WILL SOON UNDERMINE THE STATION.  THE REFERENCE MARKS WERE
 JU3040'PLACED WELL BACK NEAR THE ROAD TO AVOID THIS DANGER.
 JU3040'
 JU3040'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU3040'CONCRETE, IN THE TOP OF A TILE.
 JU3040'
 JU3040'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
 JU3040
 JU3040                          STATION RECOVERY (1932)
 JU3040
 JU3040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (LGS)
 JU3040'STATION RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD
 JU3040'CONDITION.  ON TOP OF THE HILL OVERLOOKING GRAVEL PITS ON RIVER
 JU3040'SIDE OF RIVER ROAD, 0.65 MILE SW OF PENSAUKEN CREEK BRIDGE,
 JU3040'OR 1.3 MILES NE OF RAILROAD UNDERPASS AT DELAIR, ON RIVER ROAD.
 JU3040
 JU3040                          STATION RECOVERY (1932)
 JU3040
 JU3040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GLA)
 JU3040'THIS STATION IS ABOUT 1.5 MILES E OF DELAIR, 0.3 MILE E OF
 JU3040'CAMDEN WATER WORKS, 0.3 MILE SW OF THE PENSAUKEN BRIDGE OVER
 JU3040'PENSAUKEN CREEK, ON THE RIVER ROAD AND BETWEEN TWO LARGE GRAVEL
 JU3040'PITS.  REACHED FROM DELAIR BY THE RIVER ROAD 1.3 MILES E FROM
 JU3040'THE RAILROAD UNDERPASS AT THE W END OF TOWN.
 JU3040'
 JU3040'ALL MARKS RECOVERED IN GOOD CONDITION.  THE STATION MARK IS
 JU3040'A STANDARD DISK, STAMPED HILL OCT. 1925, AND IS 235 FEET N OF
 JU3040'THE CENTER LINE OF THE RIVER ROAD, 355 FEET FROM THE INTERSECTION
 JU3040'OF THE TRENTON TROLLEY LINE AND THE RIVER ROAD, ON SUMMIT
 JU3040'OF HILL OVERLOOKING DEEP GRAVEL PIT AND THE RIVER, 12 FEET
 JU3040'E OF THE EDGE OF THE PIT AND ABOUT 150 FEET SW OF THREE
 JU3040'SMALL BLACK HOUSES.  THE DISK IS SET IN A CONCRETE MASS AND IS
 JU3040'FLUSH WITH THE SURFACE OF THE GROUND.
 JU3040'
 JU3040'REFERENCE MARK NO.1 IS 59.436 METERS FROM STATION HILL,
 JU3040'173.60 FEET NE OF REFERENCE MARK NO.2 OCT. 1925 (HILL ECCENTRIC)
 JU3040'56 FEET NW OF CENTER LINE OF THE RIVER ROAD, ABOUT 150 FEET S
 JU3040'OF THE THREE SMALL HOUSES, 60 FEET NE OF LARGE BILLBOARD AND
 JU3040'IS A STANDARD DISK STAMPED REFERENCE MARK NO.1 OCT. 1925 AND
 JU3040'SET IN A CONCRETE MASS FLUSH WITH THE GROUND.
 JU3040'
 JU3040'REFERENCE MARK NO.2 IS A STANDARD DISK, STAMPED REFERENCE
 JU3040'MARK NO.2 OCT. 1925, AND SET IN A MASS OF CONCRETE FLUSH WITH
 JU3040'THE GROUND.  IT IS 82.5 FEET NW OF THE CENTER LINE OF THE RIVER
 JU3040'ROAD, 112 FEET N OF POWER POLE NO. PS 4735PS, 94.5 FEET S OF
 JU3040'NW END OF LARGE BILLBOARD AND IN AN OPEN FIELD BETWEEN TWO
 JU3040'GRAVEL PITS.  DUE TO THE FACT THAT STATION HILL IS SO CLOSE TO
 JU3040'THE GRAVEL PIT AND IN DANGER OF BEING DESTROYED REFERENCE MARK
 JU3040'NO.2 OCT. 1925 WAS OCCUPIED AND CALLED HILL ECCENTRIC 1933.
 JU3040'
 JU3040'A NEW REFERENCE MARK SET AND STAMPED
 JU3040'NO.1 HILL ECCENTRIC WAS ESTABLISHED AND IS S OF HILL ECCENTRIC,
 JU3040'69 FEET NW OF THE CENTER LINE OF THE RIVER ROAD, 106.5 FEET N
 JU3040'OF POWER POLE NO. PS 4734PS AND PROJECTS 6 INCHES ABOVE THE
 JU3040'GROUND.
 JU3040
 JU3040                          STATION RECOVERY (1935)
 JU3040
 JU3040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 JU3040'ABOUT 1.5 MILES E OF DELAIR, 0.3 MILE SW OF PENSAUKEN CREEK
 JU3040'BRIDGE, 235 FEET N OF CENTER LINE OF RIVER ROAD, 355 FEET NW
 JU3040'OF INTERSECTION OF OLD TROLLEY TRACK AND RIVER ROAD, 150 FEET
 JU3040'SW OF 3 SMALL BLACK HOUSES, ON SUMMIT OF HILL OVERLOOKING GRAVEL
 JU3040'PIT.  A STANDARD TABLET IN A MASS OF CONCRETE.
 JU3040'
 JU3040'REFERENCE MARK NO.1,  IS 56 FEET NW OF CENTER LINE
 JU3040'OF RIVER ROAD, 60 FEET NE OF LARGE BILLBOARD.  HILL, ECCENTRIC
 JU3040'(ORIGINALLY REFERENCE MARK NO.2)  IS 82.5 FEET NW OF
 JU3040'CENTER LINE OF RIVER ROAD, 112 FEET N OF POWER POLE PS 4735PS,
 JU3040'94.5 FEET S OF NW END OF BILLBOARD.
 JU3040'
 JU3040'POSITION NOT RE-DETERMINED.
 JU3040
 JU3040                          STATION RECOVERY (1936)
 JU3040
 JU3040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (AN)
 JU3040'FROM DESCRIPTION ERATO (NEW JERSEY GEODETIC SURVEY)--
 JU3040'
 JU3040'THIS STATION (ERATO) IS A RE-LOCATION OF HILL ECCENTRIC MADE
 JU3040'NECESSARY BY THE IMPENDING DESTRUCTION OF BOTH HILL ECCENTRIC
 JU3040'1933 AND HILL 1925.  ERATO IS 84.99 FEET FROM HILL ECCENTRIC
 JU3040'ON LINE TO AZIMUTH MARK.
 JU3040
 JU3040                          STATION RECOVERY (1941)
 JU3040
 JU3040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (LGS)
 JU3040'THIS STATION WAS RECOVERED, STILL IN GOOD CONDITION.  IT WAS
 JU3040'ONLY A FEW FEET FROM THE EDGE OF THE GRAVEL PIT, HOWEVER, AND
 JU3040'WAS TO BE DESTROYED IN A FEW DAYS.  THE DISK WAS REMOVED FROM
 JU3040'THE CONCRETE MONUMENT AND SENT TO THE WASHINGTON OFFICE.  BOTH
 JU3040'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION, AND WILL BE
 JU3040'SAFE FOR A LONG TIME TO COME.  ORIGINAL DESCRIPTION IS ADEQUATE.
 JU3040
 JU3040                          STATION RECOVERY (1946)
 JU3040
 JU3040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3040'STATION LOST.  BLUFF HAS TOPPLED AWAY HERE, AND NO TRACE OF
 JU3040'STATION FOUND.  HOWEVER, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 JU3040'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4114 ***********************************************************************
 KV4114  DESIGNATION -  HILL
 KV4114  PID         -  KV4114
 KV4114  STATE/COUNTY-  NJ/HUDSON
 KV4114  USGS QUAD   -  WEEHAWKEN (1995)
 KV4114
 KV4114                         *CURRENT SURVEY CONTROL
 KV4114  ___________________________________________________________________
 KV4114* NAD 83(1996)-  40 45 29.62130(N)    074 05 06.41723(W)     ADJUSTED  
 KV4114* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV4114  ___________________________________________________________________
 KV4114  LAPLACE CORR-           6.58  (seconds)                    DEFLEC99
 KV4114  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KV4114
 KV4114  HORZ ORDER  -  THIRD
 KV4114
 KV4114.The horizontal coordinates were established by classical geodetic methods
 KV4114.and adjusted by the National Geodetic Survey in September 1999..
 KV4114
 KV4114.The orthometric height was scaled from a topographic map.
 KV4114
 KV4114.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4114
 KV4114.The geoid height was determined by GEOID03.
 KV4114
 KV4114;                    North         East     Units Scale Factor Converg.
 KV4114;SPC NJ       -   213,783.907   185,030.132   MT  0.99991510   +0 16 15.1
 KV4114;SPC NJ       -   701,389.37    607,053.02   sFT  0.99991510   +0 16 15.1
 KV4114;SPC NY L     -    65,694.017   292,812.683   MT  0.99999618   -0 03 20.4
 KV4114;SPC NY L     -   215,531.12    960,669.61   sFT  0.99999618   -0 03 20.4
 KV4114;UTM  18      - 4,512,321.199   577,224.115   MT  0.99967340   +0 35 50.4
 KV4114
 KV4114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4114!SPC NJ       -   1.00000476  x   0.99991510  =   0.99991986
 KV4114!SPC NY L     -   1.00000476  x   0.99999618  =   1.00000094
 KV4114!UTM  18      -   1.00000476  x   0.99967340  =   0.99967816
 KV4114
 KV4114:                Primary Azimuth Mark                     Grid Az
 KV4114:SPC NJ       -  D L AND W RR BRIDGE E END STK            008 03 37.1
 KV4114:SPC NY L     -  D L AND W RR BRIDGE E END STK            008 23 12.6
 KV4114:UTM  18      -  D L AND W RR BRIDGE E END STK            007 44 01.8
 KV4114
 KV4114|---------------------------------------------------------------------|
 KV4114| PID    Reference Object                     Distance      Geod. Az  |
 KV4114|                                                           dddmmss.s |
 KV4114| KV4104 D L AND W RR BRIDGE E END STK       APPROX. 1.9 KM 0081952.2 |
 KV4114| CB5172 HILL RM 1                             5.852 METERS 03057     |
 KV4114| KV4251 JERSEY CITY GAS ELEC W CHIMNEY      APPROX. 1.7 KM 1441121.2 |
 KV4114| KV4329 STONE CHURCH SPIRE                  APPROX. 3.8 KM 1720257.9 |
 KV4114| CB5173 HILL RM 2                             8.733 METERS 18537     |
 KV4114| KV4115 TRAP                                334.201 METERS 26835     |
 KV4114|---------------------------------------------------------------------|
 KV4114
 KV4114                          SUPERSEDED SURVEY CONTROL
 KV4114
 KV4114  NAD 83(1996)-  40 45 29.62120(N)    074 05 06.41735(W) AD(       ) 3
 KV4114  NAD 83(1996)-  40 45 29.62032(N)    074 05 06.41918(W) AD(       ) 3
 KV4114  NAD 83(1992)-  40 45 29.61948(N)    074 05 06.42002(W) AD(       ) 3
 KV4114  NAD 83(1986)-  40 45 29.62150(N)    074 05 06.41963(W) AD(       ) 3
 KV4114  NAD 27      -  40 45 29.25700(N)    074 05 07.90400(W) AD(       ) 3
 KV4114
 KV4114.Superseded values are not recommended for survey control.
 KV4114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4114.See file dsdata.txt to determine how the superseded data were derived.
 KV4114
 KV4114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7722412321(NAD 83)
 KV4114_MARKER: DS = TRIANGULATION STATION DISK
 KV4114_SETTING: 66 = SET IN ROCK OUTCROP
 KV4114
 KV4114  HISTORY     - Date     Condition        Report By
 KV4114  HISTORY     - 1913     MONUMENTED       CGS
 KV4114  HISTORY     - 1932     GOOD             CGS
 KV4114  HISTORY     - 1950     SEE DESCRIPTION  LOCENG
 KV4114
 KV4114                          STATION DESCRIPTION
 KV4114
 KV4114'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4114'STATION IS ON THE SE PART OF SNAKE HILL, ON THE EASTERN SIDE OF
 KV4114'HACKENSACK RIVER ABOUT 3/8 MILE FROM THE SHORE AND THE E END OF THE
 KV4114'ERIE RAILROAD BRIDGE, AND 334.23 METERS E OF STATION TRAP.  STATION
 KV4114'IS MARKED BY A C. AND G.S. STANDARD BRASS DISK SET IN A
 KV4114'HOLE DRILLED IN THE ROCK.
 KV4114'
 KV4114'TWO REFERENCE MARKS, EACH A DRILLED HOLE WITHIN A TRIANGLE CUT
 KV4114'IN THE ROCK, AND WITH THE LETTERS U.S.C. AND G.S. CUT CLOSE BY,
 KV4114'ARE PLACED RESPECTIVELY 19.2 FEET NE AND 28.65 FEET S BY W FROM
 KV4114'THE STATION.
 KV4114
 KV4114                          STATION RECOVERY (1932)
 KV4114
 KV4114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4114'STATION RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 KV4114'
 KV4114'A COMPLETE DESCRIPTION FOLLOWS--
 KV4114'
 KV4114'THIS STATION IS E OF THE HACKENSACK RIVER ON LAUREL HILL IN
 KV4114'SECAUCUS, APPROXIMATELY 100 METERS SE OF THE LARGE YELLOW BRICK
 KV4114'CHIMNEY OF THE POWER HOUSE OF THE RECREATION ANNEX OF THE
 KV4114'TUBERCULOSIS HOSPITAL.  IT IS NEAR THE S END OF AN
 KV4114'ELLIPTICAL-SHAPED OUTCROPPING OF ROCK (APPROXIMATELY 30 FEET HIGH).
 KV4114'
 KV4114'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK
 KV4114'(UNSTAMPED) CEMENTED IN A DRILL HOLE IN THE ROCK.
 KV4114'
 KV4114'THERE IS SUFFICIENT ROOM AND EXCELLENT FOOTING ON THE BARE ROCK
 KV4114'FOR CENTRAL TRIPOD SET-UPS.
 KV4114
 KV4114                          STATION RECOVERY (1950)
 KV4114
 KV4114'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950
 KV4114'RECOVERED BY EDWARDS AND KELSEY.
 KV4114'
 KV4114'LETTER TO SUPERVISOR, EASTERN DISTRICT, NEW YORK, N.Y., DATED
 KV4114'MARCH 16, 1950--
 KV4114'
 KV4114'STATION MARK WAS DESTROYED BY FIELD PARTY OF EDWARDS AND
 KV4114'KELSEY OF NEWARK, NEW JERSEY, DUE TO NEW HIGHWAY CONSTRUCTION.
 KV4114'
 KV4114'TRIANGULATION-STATION DISK, NOT STAMPED, RECEIVED AT THIS
 KV4114'OFFICE 22 MAY 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5143 ***********************************************************************
 KV5143  DESIGNATION -  HILL
 KV5143  PID         -  KV5143
 KV5143  STATE/COUNTY-  NJ/MONMOUTH
 KV5143  USGS QUAD   -  ASBURY PARK (1989)
 KV5143
 KV5143                         *CURRENT SURVEY CONTROL
 KV5143  ___________________________________________________________________
 KV5143* NAD 83(1996)-  40 11 56.63527(N)    074 02 59.12371(W)     ADJUSTED  
 KV5143* NAVD 88     -        33.     (meters)     108.     (feet)  SCALED    
 KV5143  ___________________________________________________________________
 KV5143  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 KV5143  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV5143
 KV5143  HORZ ORDER  -  THIRD
 KV5143
 KV5143.The horizontal coordinates were established by classical geodetic methods
 KV5143.and adjusted by the National Geodetic Survey in September 1999..
 KV5143
 KV5143.The orthometric height was scaled from a topographic map.
 KV5143
 KV5143.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5143
 KV5143.The geoid height was determined by GEOID03.
 KV5143
 KV5143;                    North         East     Units Scale Factor Converg.
 KV5143;SPC NJ       -   151,712.940   188,332.375   MT  0.99991808   +0 17 26.2
 KV5143;SPC NJ       -   497,744.87    617,887.13   sFT  0.99991808   +0 17 26.2
 KV5143;UTM  18      - 4,450,284.808   580,877.090   MT  0.99968052   +0 36 48.1
 KV5143
 KV5143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5143!SPC NJ       -   1.00000002  x   0.99991808  =   0.99991810
 KV5143!UTM  18      -   1.00000002  x   0.99968052  =   0.99968054
 KV5143
 KV5143:                Primary Azimuth Mark                     Grid Az
 KV5143:SPC NJ       -  MONUMENT                                 016 27 11.4
 KV5143:UTM  18      -  MONUMENT                                 016 07 49.5
 KV5143
 KV5143|---------------------------------------------------------------------|
 KV5143| PID    Reference Object                     Distance      Geod. Az  |
 KV5143|                                                           dddmmss.s |
 KV5143| KV5137 MONUMENT                            APPROX. 1.8 KM 0164437.6 |
 KV5143| KV5139 GREEN                               APPROX. 1.3 KM 0370015.0 |
 KV5143| KV5122 ALLENHURST TANK                     APPROX. 5.4 KM 0412857.7 |
 KV5143| KU2748 MONTEREY HOTEL                      APPROX. 5.3 KM 0545135.0 |
 KV5143| KV5135 ELECTRIC                            APPROX. 3.9 KM 0591631.4 |
 KV5143| KV5191 WEST GROVE STANDPIPE                APPROX. 2.2 KM 0595745.2 |
 KV5143| KV5142 BELMAR SILVER TANK                  APPROX. 2.5 KM 0825336.2 |
 KV5143| KV5145 AVON WATER TANK                     APPROX. 2.4 KM 1040113.7 |
 KV5143| KV5201 SCHOOL                              APPROX. 2.6 KM 1115432.2 |
 KV5143| KV5151 CROSS                               APPROX. 3.0 KM 1295212.5 |
 KV5143| KV5155 BELMAR STANDPIPE                    APPROX. 3.0 KM 1434711.2 |
 KV5143| KV5158 BELMAR STACK                        APPROX. 3.1 KM 1463410.3 |
 KV5143| KV5157 BELMAR TANK                         APPROX. 3.1 KM 1463722.8 |
 KV5143| KV5156 BELMAR GAS TANK                     APPROX. 3.0 KM 1473359.8 |
 KV5143| KV5148 HOTEL                               APPROX. 1.6 KM 1491032.1 |
 KV5143| KV5159 COMO                                APPROX. 5.4 KM 1535445.0 |
 KV5143| KV5187 SPRING LAKE PUMPING STATION TK      APPROX. 6.0 KM 1684616.1 |
 KV5143| KV5185 SPRING LAKE HEIGHTS TANK            APPROX. 6.0 KM 1691810.2 |
 KV5143| CB5174 HILL RM 1                            13.031 METERS 23207     |
 KV5143| KV5133 CLUB TANK                           APPROX. 3.4 KM 3064104.5 |
 KV5143| CB5175 HILL RM 2                             7.709 METERS 32941     |
 KV5143|---------------------------------------------------------------------|
 KV5143
 KV5143                          SUPERSEDED SURVEY CONTROL
 KV5143
 KV5143  NAD 83(1986)-  40 11 56.63368(N)    074 02 59.11876(W) AD(       ) 3
 KV5143  NAD 27      -  40 11 56.22500(N)    074 03 00.61700(W) AD(       ) 3
 KV5143
 KV5143.Superseded values are not recommended for survey control.
 KV5143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5143.See file dsdata.txt to determine how the superseded data were derived.
 KV5143
 KV5143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8087750285(NAD 83)
 KV5143_MARKER: DS = TRIANGULATION STATION DISK
 KV5143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5143
 KV5143  HISTORY     - Date     Condition        Report By
 KV5143  HISTORY     - 1933     MONUMENTED       CGS
 KV5143  HISTORY     - 1960     GOOD             CGS
 KV5143  HISTORY     - 1962     MARK NOT FOUND   CGS
 KV5143  HISTORY     - 19920704 MARK NOT FOUND   USPSQD
 KV5143
 KV5143                          STATION DESCRIPTION
 KV5143
 KV5143'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (PCD)
 KV5143'STATION HILL IS LOCATED ON THE EASTERLY END OF HIGH YELLOW GRAVEL
 KV5143'HILL WHICH EXTENDS TO THE EASTWARD FROM THE HIGHEST POINT OF
 KV5143'OVERLOOK DRIVE IN THE LAND DEVELOPMENT PROJECT JUST E OF ASBURY
 KV5143'PARK GOLF COURSE.
 KV5143'
 KV5143'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 KV5143'
 KV5143'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 KV5143'
 KV5143'MARK IS STANDARD DISK, STAMPED HILL 1933 SET IN TOP OF
 KV5143'CONCRETE POST ABOUT 11 INCHES SQUARE ON TOP AND EXTENDING ABOUT
 KV5143'1 INCH ABOVE THE SURFACE OF THE GROUND.  MARK IS 8 FEET N OF S
 KV5143'EDGE OF HILL.
 KV5143'
 KV5143'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED HILL NO.1 1933
 KV5143'SET IN TOP OF CONCRETE POST IS 42.8 FEET W OF STATION.  ABOUT
 KV5143'2 FEET HIGHER THAN STATION.  AND 4 FEET N OF S EDGE OF HILL.
 KV5143'
 KV5143'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN TOP OF CONCRETE
 KV5143'POST AND STAMPED HILL NO.2 1933, IS 25.3 FEET N OF THE
 KV5143'STATION.  2 FEET BELOW STATION.  28 FEET S OF LONE EVERGREEN TREE.
 KV5143'
 KV5143'THE TOP OF THIS RIDGE IS BARE AND THE MARKS CAN BE SEEN EASILY.
 KV5143'
 KV5143'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 KV5143
 KV5143                          STATION RECOVERY (1960)
 KV5143
 KV5143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ADS)
 KV5143'STATION MARK FOUND IN EXCELLENT CONDITION.  THE POINT WAS EASILY
 KV5143'FOUND FROM DESCRIPTION, HOWEVER A ONE-STORY FRAME HOUSE AND
 KV5143'THREE-STORY TOWER BUILDING HAVE BEEN CONSTRUCTED IMMEDIATELY
 KV5143'ADJACENT TO STATION MARK.  ONLY ONE REFERENCE MONUMENT REMAINS,
 KV5143'THE ONE TO THE SOUTHWEST.  TOWER BUILDING IS USED TO TEST TV
 KV5143'ANTENNAES BY THE MANUFACTURER.
 KV5143
 KV5143                          STATION RECOVERY (1962)
 KV5143
 KV5143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5143'R.M. 1 ONLY WAS RECOVERED IN GOOD CONDITION, PROJECTING 1 INCH
 KV5143'FROM A LAWN.  IT IS 29 FEET SOUTH OF THE WEST CORNER OF A HOUSE
 KV5143'AND 3.8 FEET NORTH OF THE NORTH END OF A LOW CONCRETE BLOCK WALL.
 KV5143'
 KV5143'THE STATION MARK COULD NOT BE FOUND.
 KV5143'
 KV5143'R.M. 2 IS OBVIOUSLY LOST, AS THE SITE HAS BEEN EXCAVATED.
 KV5143
 KV5143                          STATION RECOVERY (1992)
 KV5143
 KV5143'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2623 ***********************************************************************
 JU2623  DESIGNATION -  HILL 1951
 JU2623  PID         -  JU2623
 JU2623  STATE/COUNTY-  NJ/OCEAN
 JU2623  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU2623
 JU2623                         *CURRENT SURVEY CONTROL
 JU2623  ___________________________________________________________________
 JU2623* NAD 83(1996)-  39 50 24.01181(N)    074 05 14.33447(W)     ADJUSTED  
 JU2623* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 JU2623  ___________________________________________________________________
 JU2623  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 JU2623  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JU2623
 JU2623  HORZ ORDER  -  THIRD
 JU2623
 JU2623.The horizontal coordinates were established by classical geodetic methods
 JU2623.and adjusted by the National Geodetic Survey in September 1999..
 JU2623
 JU2623.The orthometric height was scaled from a topographic map.
 JU2623
 JU2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2623
 JU2623.The geoid height was determined by GEOID03.
 JU2623
 JU2623;                    North         East     Units Scale Factor Converg.
 JU2623;SPC NJ       -   111,832.743   185,319.387   MT  0.99991535   +0 15 51.8
 JU2623;SPC NJ       -   366,904.59    608,002.02   sFT  0.99991535   +0 15 51.8
 JU2623;UTM  18      - 4,410,397.862   578,088.628   MT  0.99967507   +0 35 05.1
 JU2623
 JU2623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2623!SPC NJ       -   1.00000448  x   0.99991535  =   0.99991983
 JU2623!UTM  18      -   1.00000448  x   0.99967507  =   0.99967955
 JU2623
 JU2623:                Primary Azimuth Mark                     Grid Az
 JU2623:SPC NJ       -  BARNEGAT LIGHTHOUSE                      190 39 07.8
 JU2623:UTM  18      -  BARNEGAT LIGHTHOUSE                      190 19 54.5
 JU2623
 JU2623|---------------------------------------------------------------------|
 JU2623| PID    Reference Object                     Distance      Geod. Az  |
 JU2623|                                                           dddmmss.s |
 JU2623| JU2628 BARNEGAT LIGHTHOUSE                 APPROX. 8.6 KM 1905459.6 |
 JU2623| JU2643 BARNEGAT WATER TANK                 APPROX.14.8 KM 2305538.0 |
 JU2623| JU2656 LARGE BUILDING CUPOLA               APPROX.11.0 KM 3025644.1 |
 JU2623| JU2658 ISLAND HEIGHTS STANDPIPE            APPROX.12.5 KM 3360644.2 |
 JU2623|---------------------------------------------------------------------|
 JU2623
 JU2623                          SUPERSEDED SURVEY CONTROL
 JU2623
 JU2623  NAD 83(1986)-  39 50 24.00617(N)    074 05 14.32724(W) AD(       ) 3
 JU2623  NAD 27      -  39 50 23.58500(N)    074 05 15.83000(W) AD(       ) 3
 JU2623
 JU2623.Superseded values are not recommended for survey control.
 JU2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2623.See file dsdata.txt to determine how the superseded data were derived.
 JU2623
 JU2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7808910398(NAD 83)
 JU2623_MARKER: DT = TOPOGRAPHIC STATION DISK
 JU2623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU2623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2623+STABILITY: SURFACE MOTION
 JU2623
 JU2623  HISTORY     - Date     Condition        Report By
 JU2623  HISTORY     - 1951     MONUMENTED       CGS
 JU2623  HISTORY     - 1962     MARK NOT FOUND   CGS
 JU2623  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU2623
 JU2623                          STATION DESCRIPTION
 JU2623
 JU2623'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2623'STATION IS LOCATED IN THE BOROUGH OF ISLAND BEACH, ABOUT 4.5 MILES
 JU2623'S OF THE ENTRANCE TO THE PHIPPS ESTATE, AND 0.5 MILE N OF
 JU2623'TRIANGULATION STATION FLY, 1932.  IT IS ON A SAND DUNE 260.0 FEET
 JU2623'NE OF THE NE CORNER OF A HOUSE AND 116.0 FEET W OF THE MEAN
 JU2623'HIGH-WATER LINE OF THE ATLANTIC OCEAN.  STATION IS MARKED BY A
 JU2623'STANDARD TOPOGRAPHIC STATION DISK, STAMPED HILL 1951, SET IN THE
 JU2623'TOP OF A 6-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES
 JU2623'ABOVE THE GROUND.
 JU2623
 JU2623                          STATION RECOVERY (1962)
 JU2623
 JU2623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2623'NOT RECOVERED.  MUCH PROBING WAS CARRIED ON WITHOUT SUCCESS IN THIS
 JU2623'AREA OF SHIFTING SAND.
 JU2623
 JU2623                          STATION RECOVERY (1984)
 JU2623
 JU2623'RECOVERY NOTE BY US POWER SQUADRON 1984 (JHF)
 JU2623'STATION NOT RECOVERED.
 JU2623'
 JU2623'A THOROUGH SEARCH WAS MADE OF AREA.  SAND AND BRUSH COVER AREA.  MARK
 JU2623'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3041 ***********************************************************************
 JU3041  DESIGNATION -  HILL RM 2=ECC
 JU3041  PID         -  JU3041
 JU3041  STATE/COUNTY-  NJ/CAMDEN
 JU3041  USGS QUAD   -  CAMDEN (1995)
 JU3041
 JU3041                         *CURRENT SURVEY CONTROL
 JU3041  ___________________________________________________________________
 JU3041* NAD 83(1996)-  39 59 20.54795(N)    075 02 32.72987(W)     ADJUSTED  
 JU3041* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 JU3041  ___________________________________________________________________
 JU3041  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 JU3041  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU3041
 JU3041  HORZ ORDER  -  SECOND
 JU3041
 JU3041.The horizontal coordinates were established by classical geodetic methods
 JU3041.and adjusted by the National Geodetic Survey in September 1999..
 JU3041
 JU3041.The orthometric height was scaled from a topographic map.
 JU3041
 JU3041.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3041
 JU3041.The geoid height was determined by GEOID03.
 JU3041
 JU3041;                    North         East     Units Scale Factor Converg.
 JU3041;SPC NJ       -   128,438.628   103,677.347   MT  0.99992641   -0 20 54.9
 JU3041;SPC NJ       -   421,385.73    340,148.10   sFT  0.99992641   -0 20 54.9
 JU3041;SPC PA S     -    76,350.955   831,209.100   MT  0.99999176   +1 45 24.0
 JU3041;SPC PA S     -   250,494.76  2,727,058.52   sFT  0.99999176   +1 45 24.0
 JU3041;UTM  18      - 4,426,541.751   496,378.039   MT  0.99960016   -0 01 38.2
 JU3041
 JU3041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3041!SPC NJ       -   1.00000411  x   0.99992641  =   0.99993052
 JU3041!SPC PA S     -   1.00000411  x   0.99999176  =   0.99999587
 JU3041!UTM  18      -   1.00000411  x   0.99960016  =   0.99960427
 JU3041
 JU3041:                Primary Azimuth Mark                     Grid Az
 JU3041:SPC NJ       -  AIRWAY BEACON 70                         047 58 26.9
 JU3041:SPC PA S     -  AIRWAY BEACON 70                         045 52 08.0
 JU3041:UTM  18      -  AIRWAY BEACON 70                         047 39 10.2
 JU3041
 JU3041|---------------------------------------------------------------------|
 JU3041| PID    Reference Object                     Distance      Geod. Az  |
 JU3041|                                                           dddmmss.s |
 JU3041| KV5751 AIRWAY BEACON 70                    APPROX.17.0 KM 0473732.0 |
 JU3041| KV5704 AIRWAY BEACON 69                    APPROX. 5.6 KM 0592223.5 |
 JU3041| CB2071 HILL RM 1                            52.913 METERS 06548     |
 JU3041| JU3036 PENSAUKEN M P WATER STANDPIPE       APPROX. 2.7 KM 1972221.6 |
 JU3041| CB2072 HILL ECC RM 1                        35.921 METERS 23226     |
 JU3041| KV3675 TACONY REAR RANGE LIGHT             APPROX. 2.8 KM 3435754.2 |
 JU3041| JU3040 HILL                                 52.458 METERS 35733     |
 JU3041|---------------------------------------------------------------------|
 JU3041
 JU3041                          SUPERSEDED SURVEY CONTROL
 JU3041
 JU3041  NAD 83(1991)-  39 59 20.54502(N)    075 02 32.73269(W) AD(       ) 2
 JU3041  NAD 83(1986)-  39 59 20.54328(N)    075 02 32.73479(W) AD(       ) 2
 JU3041  NAD 27      -  39 59 20.14200(N)    075 02 34.11200(W) AD(       ) 2
 JU3041
 JU3041.Superseded values are not recommended for survey control.
 JU3041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3041.See file dsdata.txt to determine how the superseded data were derived.
 JU3041
 JU3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9637826542(NAD 83)
 JU3041_MARKER: DR = REFERENCE MARK DISK
 JU3041_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU3041_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU3041
 JU3041  HISTORY     - Date     Condition        Report By
 JU3041  HISTORY     - 1933     MONUMENTED       CGS
 JU3041  HISTORY     - 1936     GOOD             NJGS
 JU3041  HISTORY     - 1941     GOOD             CGS
 JU3041  HISTORY     - 1946     GOOD             CGS
 JU3041
 JU3041                          STATION DESCRIPTION
 JU3041
 JU3041'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3041'THIS STATION IS ABOUT 1.5 MILES E OF DELAIR, NEW JERSEY, 0.3 MILE
 JU3041'E OF THE CAMDEN WATER WORKS, 0.3 MILE SW OF THE PENSAUKEN
 JU3041'BRIDGE OVER PENSAUKEN CREEK, NW OF THE RIVER ROAD AND BETWEEN TWO
 JU3041'LARGE GRAVEL PITS.  REACHED FROM DELAIR BY THE RIVER ROAD 1.3
 JU3041'MILE E OF THE RAILROAD UNDERPASS AT THE W EDGE OF TOWN.  THE MARK
 JU3041'IS A STANDARD DISK STAMPED REFERENCE MARK NO.2 OCT. 1925 SET
 JU3041'IN A CONCRETE MASS FLUSH WITH THE GROUND.  IT IS 82.5 FEET NW
 JU3041'OF THE CENTER LINE OF THE RIVER ROAD, 112 FEET N OF POWER POLE
 JU3041'NO. PS 4735PS, 94.5 FEET S OF NW END OF A LARGE BILLBOARD
 JU3041'AND IN AN OPEN FIELD BETWEEN TWO GRAVEL PITS.  THIS MARK WAS
 JU3041'OCCUPIED INSTEAD OF STATION HILL AS THE LATTER IS VERY CLOSE
 JU3041'TO THE EDGE OF THE GRAVEL PIT AND IN DANGER OF BEING
 JU3041'DESTROYED.
 JU3041'
 JU3041'HILL IS AT THE SUMMIT OF THE HILL, 235 FEET N OF THE CENTER
 JU3041'LINE OF THE RIVER ROAD, 355 FEET FROM THE INTERSECTION OF TROLLEY
 JU3041'LINE AND THE RIVER ROAD, 12 FEET E OF DEEP GRAVEL PIT, AND
 JU3041'ABOUT 150 FEET SW OF THREE SMALL BLACK HOUSES.  IT IS A
 JU3041'STANDARD DISK STAMPED HILL OCT. 1925 AND SET IN A CONCRETE MASS
 JU3041'FLUSH WITH THE GROUND.  IT IS 59.436 METERS FROM REFERENCE MARK
 JU3041'NO.1 OCT. 1925.
 JU3041'
 JU3041'REFERENCE MARK NO.1 OCT. 1925 IS NE OF HILL ECCENTRIC (REFERENCE
 JU3041'MARK NO.2 OCT. 1925) 56 FEET NW OF THE CENTER LINE OF THE RIVER
 JU3041'ROAD, ABOUT 150 FEET S OF THE THREE SMALL HOUSES, 60 FEET NE OF
 JU3041'LARGE BILLBOARD AND IS A STANDARD DISK STAMPED REFERENCE MARK
 JU3041'NO.1 OCT. 1925 AND SET IN A CONCRETE MASS FLUSH WITH THE GROUND.
 JU3041'
 JU3041'REFERENCE MARK NO.1 IS A NEW MARK ESTABLISHED ACCORDING TO
 JU3041'AND STAMPED HILL ECCENTRIC 1933 AND IS S OF HILL
 JU3041'ECCENTRIC, 69 FEET NW OF THE CENTER LINE OF THE RIVER ROAD,
 JU3041'106.5 FEET N OF POWER POLE NO. PS 4734PS AND PROJECTS 6 INCHES.
 JU3041
 JU3041                          STATION RECOVERY (1936)
 JU3041
 JU3041'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936 (AN)
 JU3041'FROM DESCRIPTION ERATO (NEW JERSEY GEODETIC SURVEY)--
 JU3041'
 JU3041'THIS STATION (ERATO) IS A RE-LOCATION OF HILL ECCENTRIC MADE
 JU3041'NECESSARY BY THE IMPENDING DESTRUCTION OF BOTH HILL ECCENTRIC
 JU3041'1933 AND HILL 1925.  ERATO IS 84.99 FEET FROM HILL ECCENTRIC ON
 JU3041'LINE TO AZIMUTH MARK.
 JU3041
 JU3041                          STATION RECOVERY (1941)
 JU3041
 JU3041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (LGS)
 JU3041'THIS STATION, WHICH IS THE SAME AS HILL REFERENCE MARK NO.2,
 JU3041'1925, WAS RECOVERED IN GOOD CONDITION.  AS WELL AS ITS REFERENCE
 JU3041'MARK.  IT IS AT PRESENT ABOUT 180 FEET FROM THE GRAVEL DIGGINGS,
 JU3041'AND SHOULD BE SAFE FOR MANY YEARS.  THE ORIGINAL DESCRIPTION IS
 JU3041'ADEQUATE.
 JU3041
 JU3041                          STATION RECOVERY (1946)
 JU3041
 JU3041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3041'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD
 JU3041'CONDITION.  DISTANCE TO REFERENCE MARK WAS MEASURED AND FOUND TO
 JU3041'BE CORRECT.  THE 1933 DESCRIPTION ADEQUATE EXCEPT FOR THE
 JU3041'FOLLOWING CHANGES--
 JU3041'
 JU3041'DELETE ALL REFERENCE TO LARGE BILLBOARD, IT HAS BEEN DESTROYED.
 JU3041'
 JU3041'REFERENCE MARK 1 IS 2 INCHES ABOVE SURFACE OF THE GROUND.
 JU3041'
 JU3041'DELETE REFERENCE TO TROLLEY LINE.  NO LONGER HERE.
 JU3041'
 JU3041'THREE SMALL BLACK HOUSES TO TWO SMALL BLACK HOUSES.
 JU3041'
 JU3041'THE MARK IS A STANDARD DISK STAMPED REFERENCE MARK NO. 2 OCT. 1925
 JU3041'AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6852 ***********************************************************************
 KV6852  DESIGNATION -  HILLSDALE 1
 KV6852  PID         -  KV6852
 KV6852  STATE/COUNTY-  NJ/BERGEN
 KV6852  USGS QUAD   -  HACKENSACK (1997)
 KV6852
 KV6852                         *CURRENT SURVEY CONTROL
 KV6852  ___________________________________________________________________
 KV6852* NAD 83(1996)-  40 59 55.60893(N)    074 04 18.97639(W)     ADJUSTED  
 KV6852* NAVD 88     -        40.6    (meters)     133.     (feet)  GPS OBS   
 KV6852  ___________________________________________________________________
 KV6852  X           -   1,322,942.076 (meters)                     COMP
 KV6852  Y           -  -4,635,605.959 (meters)                     COMP
 KV6852  Z           -   4,162,326.722 (meters)                     COMP
 KV6852  LAPLACE CORR-           6.05  (seconds)                    DEFLEC99
 KV6852  ELLIP HEIGHT-           8.77  (meters)          (10/23/02) GPS OBS
 KV6852  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 KV6852
 KV6852  HORZ ORDER  -  FIRST
 KV6852  ELLP ORDER  -  FOURTH    CLASS I
 KV6852
 KV6852.The horizontal coordinates were established by GPS observations
 KV6852.and adjusted by the National Geodetic Survey in May 1999..
 KV6852
 KV6852.The orthometric height was determined by GPS observations and a
 KV6852.high-resolution geoid model.
 KV6852
 KV6852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6852
 KV6852.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6852
 KV6852.The ellipsoidal height was determined by GPS observations
 KV6852.and is referenced to NAD 83.
 KV6852
 KV6852.The geoid height was determined by GEOID03.
 KV6852
 KV6852;                    North         East     Units Scale Factor Converg.
 KV6852;SPC NJ       -   240,500.376   186,012.195   MT  0.99991596   +0 16 51.0
 KV6852;SPC NJ       -   789,041.65    610,275.01   sFT  0.99991596   +0 16 51.0
 KV6852;UTM  18      - 4,539,036.392   578,053.366   MT  0.99967498   +0 36 32.0
 KV6852
 KV6852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6852!SPC NJ       -   0.99999862  x   0.99991596  =   0.99991458
 KV6852!UTM  18      -   0.99999862  x   0.99967498  =   0.99967360
 KV6852
 KV6852:                Primary Azimuth Mark                     Grid Az
 KV6852:SPC NJ       -  HILLSDALE 2                              013 27 47.5
 KV6852:UTM  18      -  HILLSDALE 2                              013 08 06.5
 KV6852
 KV6852|---------------------------------------------------------------------|
 KV6852| PID    Reference Object                     Distance      Geod. Az  |
 KV6852|                                                           dddmmss.s |
 KV6852| LY2905 HILLSDALE 2                         APPROX. 0.5 KM 0134438.5 |
 KV6852|---------------------------------------------------------------------|
 KV6852
 KV6852                          SUPERSEDED SURVEY CONTROL
 KV6852
 KV6852  ELLIP H (05/14/99)    8.78   (m)                       GP(       ) 4 1
 KV6852  NAD 83(1996)-  40 59 55.60890(N)    074 04 18.97642(W) AD(       ) 1
 KV6852  NAD 83(1996)-  40 59 55.60881(N)    074 04 18.97695(W) AD(       ) 1
 KV6852  NAD 83(1992)-  40 59 55.60500(N)    074 04 18.97863(W) AD(       ) 1
 KV6852  NAD 83(1986)-  40 59 55.60838(N)    074 04 18.97768(W) AD(       ) 1
 KV6852
 KV6852.Superseded values are not recommended for survey control.
 KV6852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6852.See file dsdata.txt to determine how the superseded data were derived.
 KV6852
 KV6852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7805339036(NAD 83)
 KV6852_MARKER: DD = SURVEY DISK
 KV6852_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6852_SP_SET: SOUTH BRIDGE SIDEWALK
 KV6852_STAMPING: HILLSDALE 1 1991
 KV6852_MARK LOGO: NJHA  
 KV6852_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6852+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1992
 KV6852
 KV6852  HISTORY     - Date     Condition        Report By
 KV6852  HISTORY     - 1991     MONUMENTED       NJDT
 KV6852  HISTORY     - 19920422 GOOD             NJGS
 KV6852
 KV6852                          STATION DESCRIPTION
 KV6852
 KV6852'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6852'THE STATION IS LOCATED IN WASHINGTON TOWNSHIP ON THE SOUTH SIDEWALK OF
 KV6852'THE BRIDGE CARRYING WASHINGTON AVENUE OVER THE GARDEN STATE PARKWAY
 KV6852'AT INTERCHANGE 168.  TO REACH THE STATION FROM THE NORTHBOUND LANES
 KV6852'OF THE GARDEN STATE PARKWAY, TAKE THE EXIT RAMP TO THE INTERSECTION
 KV6852'WITH WASHINGTON AVENUE.  TURN LEFT AND GO WEST ON WASHINGTON AVENUE
 KV6852'FOR 0.15 MI (0.24 KM) TO THE STATION ON THE LEFT, SET FLUSH IN THE
 KV6852'SIDEWALK AT THE WEST END OF THE CENTER SPAN.  THE STATION IS 0.9 M
 KV6852'(3.0 FT) SOUTHWEST FROM THE SOUTH CURB OF WASHINGTON AVENUE, 7.1 M
 KV6852'(23.3 FT) SOUTHWEST FROM THE CENTERLINE OF WASHINGTON AVENUE AND 0.8
 KV6852'M (2.6 FT) NORTHEAST FROM A 5 FT (1.5 M) HIGH CHAIN LINK FENCE IN
 KV6852'FRONT OF THE BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2905 ***********************************************************************
 LY2905  DESIGNATION -  HILLSDALE 2
 LY2905  PID         -  LY2905
 LY2905  STATE/COUNTY-  NJ/BERGEN
 LY2905  USGS QUAD   -  PARK RIDGE (1995)
 LY2905
 LY2905                         *CURRENT SURVEY CONTROL
 LY2905  ___________________________________________________________________
 LY2905* NAD 83(1996)-  41 00 12.36737(N)    074 04 13.56575(W)     ADJUSTED  
 LY2905* NAVD 88     -        37.4    (meters)     123.     (feet)  GPS OBS   
 LY2905  ___________________________________________________________________
 LY2905  X           -   1,322,969.920 (meters)                     COMP
 LY2905  Y           -  -4,635,242.772 (meters)                     COMP
 LY2905  Z           -   4,162,714.766 (meters)                     COMP
 LY2905  LAPLACE CORR-           5.96  (seconds)                    DEFLEC99
 LY2905  ELLIP HEIGHT-           5.55  (meters)          (10/23/02) GPS OBS
 LY2905  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 LY2905
 LY2905  HORZ ORDER  -  FIRST
 LY2905  ELLP ORDER  -  FOURTH    CLASS I
 LY2905
 LY2905.The horizontal coordinates were established by GPS observations
 LY2905.and adjusted by the National Geodetic Survey in May 1999..
 LY2905
 LY2905.The orthometric height was determined by GPS observations and a
 LY2905.high-resolution geoid model.
 LY2905
 LY2905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2905
 LY2905.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2905
 LY2905.The ellipsoidal height was determined by GPS observations
 LY2905.and is referenced to NAD 83.
 LY2905
 LY2905.The geoid height was determined by GEOID03.
 LY2905
 LY2905;                    North         East     Units Scale Factor Converg.
 LY2905;SPC NJ       -   241,017.917   186,136.094   MT  0.99991607   +0 16 54.6
 LY2905;SPC NJ       -   790,739.62    610,681.50   sFT  0.99991607   +0 16 54.6
 LY2905;SPC NY E     -   241,017.917   186,136.094   MT  0.99991607   +0 16 54.6
 LY2905;SPC NY E     -   790,739.62    610,681.50   sFT  0.99991607   +0 16 54.6
 LY2905;UTM  18      - 4,539,554.509   578,174.271   MT  0.99967521   +0 36 35.7
 LY2905
 LY2905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2905!SPC NJ       -   0.99999913  x   0.99991607  =   0.99991520
 LY2905!SPC NY E     -   0.99999913  x   0.99991607  =   0.99991520
 LY2905!UTM  18      -   0.99999913  x   0.99967521  =   0.99967434
 LY2905
 LY2905:                Primary Azimuth Mark                     Grid Az
 LY2905:SPC NJ       -  HILLSDALE 1                              193 27 47.5
 LY2905:SPC NY E     -  HILLSDALE 1                              193 27 47.5
 LY2905:UTM  18      -  HILLSDALE 1                              193 08 06.4
 LY2905
 LY2905|---------------------------------------------------------------------|
 LY2905| PID    Reference Object                     Distance      Geod. Az  |
 LY2905|                                                           dddmmss.s |
 LY2905| KV6852 HILLSDALE 1                         APPROX. 0.5 KM 1934442.1 |
 LY2905|---------------------------------------------------------------------|
 LY2905
 LY2905                          SUPERSEDED SURVEY CONTROL
 LY2905
 LY2905  ELLIP H (05/14/99)    5.56   (m)                       GP(       ) 4 1
 LY2905  NAD 83(1996)-  41 00 12.36735(N)    074 04 13.56578(W) AD(       ) 1
 LY2905  NAD 83(1996)-  41 00 12.36724(N)    074 04 13.56653(W) AD(       ) 1
 LY2905  NAD 83(1992)-  41 00 12.36380(N)    074 04 13.56785(W) AD(       ) 1
 LY2905  NAD 83(1986)-  41 00 12.36686(N)    074 04 13.56703(W) AD(       ) 1
 LY2905
 LY2905.Superseded values are not recommended for survey control.
 LY2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2905.See file dsdata.txt to determine how the superseded data were derived.
 LY2905
 LY2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7817439555(NAD 83)
 LY2905_MARKER: DD = SURVEY DISK
 LY2905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2905_SP_SET: CONCRETE POST
 LY2905_STAMPING: HILLSDALE 2 1991
 LY2905_MARK LOGO: NJHA  
 LY2905_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2905+STABILITY: SURFACE MOTION
 LY2905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2905+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1992
 LY2905
 LY2905  HISTORY     - Date     Condition        Report By
 LY2905  HISTORY     - 1991     MONUMENTED       NJDT
 LY2905  HISTORY     - 19920422 GOOD             NJGS
 LY2905
 LY2905                          STATION DESCRIPTION
 LY2905
 LY2905'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 LY2905'THE STATION IS LOCATED IN THE BOROUGH OF HILLSDALE IN THE CENTER GRASS
 LY2905'MEDIAN AT MILEPOINT 167.75 OF THE NORTHBOUND LANES.  THE STATION IS
 LY2905'ABOUT 0.38 MI (0.61 KM) NORTH FROM THE WASHINGTON AVENUE OVERPASS AND
 LY2905'ABOUT 0.3 MI (0.5 KM) SOUTH FROM THE HILLSDALE AVENUE OVERPASS.  THE
 LY2905'STATION IS 48.9 FT (14.9 M) WEST FROM AND NORMAL TO A NAIL SET AT THE
 LY2905'WEST EDGE OF THE NORTHBOUND LANES, 24.3 M (79.7 FT) EAST FROM THE
 LY2905'EAST EDGE OF PAVING OF THE SOUTHBOUND LANES AND 58.5 M (191.9 FT)
 LY2905'SOUTH FROM A WOODED AREA IN THE CENTER MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2906 ***********************************************************************
 LY2906  DESIGNATION -  HILLSDALE PSEG 1
 LY2906  PID         -  LY2906
 LY2906  STATE/COUNTY-  NJ/BERGEN
 LY2906  USGS QUAD   -  PARK RIDGE (1995)
 LY2906
 LY2906                         *CURRENT SURVEY CONTROL
 LY2906  ___________________________________________________________________
 LY2906* NAD 83(1996)-  41 00 26.91147(N)    074 02 46.53886(W)     ADJUSTED  
 LY2906* NAVD 88     -        19.2    (meters)      63.     (feet)  GPS OBS   
 LY2906  ___________________________________________________________________
 LY2906  X           -   1,324,840.818 (meters)                     COMP
 LY2906  Y           -  -4,634,387.963 (meters)                     COMP
 LY2906  Z           -   4,163,041.438 (meters)                     COMP
 LY2906  LAPLACE CORR-           6.32  (seconds)                    DEFLEC99
 LY2906  ELLIP HEIGHT-         -12.60  (meters)          (10/23/02) GPS OBS
 LY2906  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 LY2906
 LY2906  HORZ ORDER  -  FIRST
 LY2906  ELLP ORDER  -  FOURTH    CLASS I
 LY2906
 LY2906.The horizontal coordinates were established by GPS observations
 LY2906.and adjusted by the National Geodetic Survey in May 1999..
 LY2906
 LY2906.The orthometric height was determined by GPS observations and a
 LY2906.high-resolution geoid model.
 LY2906
 LY2906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2906
 LY2906.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2906
 LY2906.The ellipsoidal height was determined by GPS observations
 LY2906.and is referenced to NAD 83.
 LY2906
 LY2906.The geoid height was determined by GEOID03.
 LY2906
 LY2906;                    North         East     Units Scale Factor Converg.
 LY2906;SPC NJ       -   241,476.820   188,167.358   MT  0.99991792   +0 17 51.8
 LY2906;SPC NJ       -   792,245.20    617,345.74   sFT  0.99991792   +0 17 51.8
 LY2906;SPC NY E     -   241,476.820   188,167.358   MT  0.99991792   +0 17 51.8
 LY2906;SPC NY E     -   792,245.20    617,345.74   sFT  0.99991792   +0 17 51.8
 LY2906;UTM  18      - 4,540,024.924   580,202.387   MT  0.99967917   +0 37 33.0
 LY2906
 LY2906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2906!SPC NJ       -   1.00000198  x   0.99991792  =   0.99991990
 LY2906!SPC NY E     -   1.00000198  x   0.99991792  =   0.99991990
 LY2906!UTM  18      -   1.00000198  x   0.99967917  =   0.99968115
 LY2906
 LY2906                          SUPERSEDED SURVEY CONTROL
 LY2906
 LY2906  ELLIP H (05/14/99)  -12.59   (m)                       GP(       ) 4 1
 LY2906  NAD 83(1996)-  41 00 26.91144(N)    074 02 46.53889(W) AD(       ) 1
 LY2906  NAD 83(1996)-  41 00 26.91141(N)    074 02 46.53967(W) AD(       ) 1
 LY2906  NAD 83(1992)-  41 00 26.90847(N)    074 02 46.54081(W) AD(       ) 1
 LY2906  NAD 83(1986)-  41 00 26.91105(N)    074 02 46.54018(W) AD(       ) 1
 LY2906
 LY2906.Superseded values are not recommended for survey control.
 LY2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2906.See file dsdata.txt to determine how the superseded data were derived.
 LY2906
 LY2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8020240025(NAD 83)
 LY2906_MARKER: DD = SURVEY DISK
 LY2906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2906_SP_SET: CONCRETE POST
 LY2906_STAMPING: HILLSDALE 1
 LY2906_MARK LOGO: PSEG  
 LY2906_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2906+STABILITY: SURFACE MOTION
 LY2906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2906+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1992
 LY2906
 LY2906  HISTORY     - Date     Condition        Report By
 LY2906  HISTORY     - 1991     MONUMENTED       PSEG
 LY2906  HISTORY     - 19920225 GOOD             NJGS
 LY2906
 LY2906                          STATION DESCRIPTION
 LY2906
 LY2906'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 LY2906'THE STATION IS LOCATED IN HILLSDALE BOROUGH ON THE NORTH SIDE OF
 LY2906'KNICKERBOCKER STREET IN FRONT OF THE HILLSDALE SUBSTATION.  TO REACH
 LY2906'THE STATION FROM THE JUNCTION OF THE GARDEN STATE PARKWAY, EXIT 168
 LY2906'AND WASHINGTON AVENUE, COUNTY ROAD 502, GO EAST ON WASHINGTON AVENUE
 LY2906'FOR 0.6 MI (1.0 KM) TO THE INTERSECTION WITH PASCACK ROAD.  TURN LEFT
 LY2906'ON PASCACK ROAD AND GO NORTH FOR 0.45 MI (0.72 KM) TO THE
 LY2906'INTERSECTION WITH HILLSDALE AVENUE.  TURN RIGHT AND GO EAST ON
 LY2906'HILLSDALE AVENUE FOR 0.80 MI (1.29 KM) TO THE JUNCTION WITH PATTERSON
 LY2906'AVENUE ON THE LEFT.  TURN LEFT AND GO NORTH ON PATTERSON AVENUE FOR
 LY2906'0.35 MI (0.56 KM) TO THE JUNCTION WITH KNICKERBOCKER STREET ON THE
 LY2906'LEFT.  TURN LEFT AND GO 0.15 MI (0.24 KM) WEST ON KNICKERBOCKER
 LY2906'STREET TO THE STATION ON THE RIGHT, JUST EAST OF THE EXTENDED
 LY2906'CENTERLINE OF PROSPECT PLACE.  THE STATION IS 5.2 FT (1.6 M) NORTH
 LY2906'FROM THE NORTH CURBLINE OF KNICKERBOCKER STREET, 6.0 FT (1.8 M) SOUTH
 LY2906'FROM AN 8.0 FT (2.4 M) HIGH CHAIN LINK FENCE WITH BARBED WIRE
 LY2906'SURROUNDING THE SUBSTATION, 58.4 FT (17.8 M) NORTH FROM A FIRE
 LY2906'HYDRANT, 43.8 FT (13.4 M) NORTH NORTHWEST FROM POLE NUMBER 61757 HD,
 LY2906'22.0 FT (6.7 M) NORTH FROM THE CENTERLINE OF KNICKERBOCKER STREET,
 LY2906'21.4 FT (6.5 M) WEST FROM POLE NUMBER PS 1332 HD AND 17.2 FT (5.2 M)
 LY2906'EAST FROM THE CENTERLINE EXTENDED OF PROSPECT PLACE.  THE STATION,
 LY2906'STAMPED HILLSDALE 1, IS A STANDARD PUBLIC SERVICE ELECTRIC AND GAS
 LY2906'COMPANY CONTROL SURVEY DISK SET IN THE TOP OF A 1.0 FT (0.3 M)
 LY2906'DIAMETER ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4047 ***********************************************************************
 KV4047  DESIGNATION -  HILLSIDE
 KV4047  PID         -  KV4047
 KV4047  STATE/COUNTY-  NJ/BERGEN
 KV4047  USGS QUAD   -  WEEHAWKEN (1995)
 KV4047
 KV4047                         *CURRENT SURVEY CONTROL
 KV4047  ___________________________________________________________________
 KV4047* NAD 83(1996)-  40 48 32.17804(N)    074 06 37.71356(W)     ADJUSTED  
 KV4047* NAVD 88     -        36.5    (meters)     120.     (feet)  GPS OBS   
 KV4047  ___________________________________________________________________
 KV4047  X           -   1,323,602.335 (meters)                     COMP
 KV4047  Y           -  -4,649,768.638 (meters)                     COMP
 KV4047  Z           -   4,146,389.607 (meters)                     COMP
 KV4047  LAPLACE CORR-           6.42  (seconds)                    DEFLEC99
 KV4047  ELLIP HEIGHT-           4.37  (meters)          (10/23/02) GPS OBS
 KV4047  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV4047
 KV4047  HORZ ORDER  -  FIRST
 KV4047  ELLP ORDER  -  FOURTH    CLASS I
 KV4047
 KV4047.The horizontal coordinates were established by GPS observations
 KV4047.and adjusted by the National Geodetic Survey in May 1999..
 KV4047
 KV4047.The orthometric height was determined by GPS observations and a
 KV4047.high-resolution geoid model.
 KV4047
 KV4047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4047
 KV4047.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4047
 KV4047.The ellipsoidal height was determined by GPS observations
 KV4047.and is referenced to NAD 83.
 KV4047
 KV4047.The geoid height was determined by GEOID03.
 KV4047
 KV4047;                    North         East     Units Scale Factor Converg.
 KV4047;SPC NJ       -   219,404.904   182,863.879   MT  0.99991329   +0 15 16.5
 KV4047;SPC NJ       -   719,830.92    599,945.91   sFT  0.99991329   +0 15 16.5
 KV4047;UTM  18      - 4,517,928.394   575,026.388   MT  0.99966928   +0 34 52.9
 KV4047
 KV4047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4047!SPC NJ       -   0.99999931  x   0.99991329  =   0.99991260
 KV4047!UTM  18      -   0.99999931  x   0.99966928  =   0.99966859
 KV4047
 KV4047|---------------------------------------------------------------------|
 KV4047| PID    Reference Object                     Distance      Geod. Az  |
 KV4047|                                                           dddmmss.s |
 KV4047| CB5177 HILLSIDE RM 2                         4.742 METERS 03831     |
 KV4047| KU3602 EMPIRE STATE BUILDING               APPROX.12.5 KM 1222900.8 |
 KV4047| CB5178 HILLSIDE RM 3                         8.289 METERS 12711     |
 KV4047| KV4165 LINC                                APPROX. 2.9 KM 2195622.4 |
 KV4047| CB5176 HILLSIDE RM 1                         7.931 METERS 30713     |
 KV4047|---------------------------------------------------------------------|
 KV4047
 KV4047                          SUPERSEDED SURVEY CONTROL
 KV4047
 KV4047  NAD 83(1996)-  40 48 32.17780(N)    074 06 37.71375(W) AD(       ) 1
 KV4047  NAD 83(1996)-  40 48 32.17605(N)    074 06 37.71568(W) AD(       ) 1
 KV4047  NAD 83(1992)-  40 48 32.17558(N)    074 06 37.71625(W) AD(       ) 1
 KV4047  NAD 83(1986)-  40 48 32.17590(N)    074 06 37.71609(W) AD(       ) 1
 KV4047  NAD 83(1986)-  40 48 32.17337(N)    074 06 37.72032(W) AD(       ) 2
 KV4047  NAD 27      -  40 48 31.81400(N)    074 06 39.20200(W) AD(       ) 2
 KV4047  NGVD 29 (09/27/88)   36.9    (m)          121.     (f) GPS OBS        
 KV4047
 KV4047.Superseded values are not recommended for survey control.
 KV4047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4047.See file dsdata.txt to determine how the superseded data were derived.
 KV4047
 KV4047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7502617928(NAD 83)
 KV4047_MARKER: DS = TRIANGULATION STATION DISK
 KV4047_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV4047_SP_SET: CONCRETE CURB
 KV4047_STAMPING: HILLSIDE 1933
 KV4047_MARK LOGO: CGS   
 KV4047_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4047+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1992
 KV4047
 KV4047  HISTORY     - Date     Condition        Report By
 KV4047  HISTORY     - 1933     MONUMENTED       CGS
 KV4047  HISTORY     - 1933     GOOD             CGS
 KV4047  HISTORY     - 1963     GOOD             CGS
 KV4047  HISTORY     - 1980     GOOD             NGS
 KV4047  HISTORY     - 19850617 GOOD
 KV4047  HISTORY     - 1988     GOOD             NJGS
 KV4047  HISTORY     - 19920320 GOOD             NJGS
 KV4047  HISTORY     - 20060413 GOOD             GEOCAC
 KV4047
 KV4047                          STATION DESCRIPTION
 KV4047
 KV4047'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4047'STATION IS E OF THE PASSAIC RIVER, IN LYNDHURST NE OF THE
 KV4047'INTERSECTION OF ORIENT WAY AND NEW YORK AVENUE, IN THE NEW
 KV4047'MOUNT ZION JEWISH CEMETERY.  IT IS LOCATED IN THE S CURB OF A
 KV4047'CONCRETE ROAD RUNNING E THROUGH THE CEMETERY FROM ORIENT WAY
 KV4047'(112 METERS FROM THE CENTER LINE OF ORIENT WAY).
 KV4047'
 KV4047'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION
 KV4047'DISK STAMPED HILLSIDE-1933 CEMENTED IN A DRILL HOLE AND SET
 KV4047'FLUSH WITH THE CONCRETE CURB.
 KV4047'
 KV4047'THREE STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE
 KV4047'SIMILARLY PLACED.  NO.1 IN THE CURB TO THE W.  NO.2 IN THE CURB
 KV4047'ACROSS THE CONCRETE ROAD TO THE N.  NO.3 IN THE CURB TO THE E.
 KV4047'
 KV4047'NO ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN.
 KV4047'
 KV4047'THERE IS AMPLE ROOM AND EXCELLENT FOOTING FOR CENTRAL TRIPOD
 KV4047'SET-UPS ON THE CONCRETE AND HARD EARTH.  A 12-FOOT OBSERVING
 KV4047'TOWER IS NECESSARY TO OBTAIN CLEARANCE TO SOUTHERLY AND
 KV4047'WESTERLY STATIONS.
 KV4047'
 KV4047'HEIGHT OF LIGHT ABOVE STATION MARK 3-1/2 METERS.
 KV4047
 KV4047                          STATION RECOVERY (1933)
 KV4047
 KV4047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 KV4047'RECOVERED IN GOOD CONDITION.
 KV4047
 KV4047                          STATION RECOVERY (1963)
 KV4047
 KV4047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ETO)
 KV4047'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 KV4047'DESCRIBED.
 KV4047
 KV4047                          STATION RECOVERY (1980)
 KV4047
 KV4047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 KV4047'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED.
 KV4047
 KV4047                          STATION RECOVERY (1985)
 KV4047
 KV4047'RECOVERED 1985
 KV4047'RECOVERED IN GOOD CONDITION.
 KV4047
 KV4047                          STATION RECOVERY (1988)
 KV4047
 KV4047'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988 (GRC)
 KV4047'THE STATION WAS RECOVERED AT THIS DATE.
 KV4047'THE STATION AND ALL THREE REFERENCE MARKS WERE RECOVERED IN GOOD
 KV4047'CONDITION.  IT APPEARS THAT THERE HAS BEEN MOVEMENT AT THE STATION
 KV4047'SITE,  PROBABLY OVER A LARGE AREA.  THE DISTANCE TO REFERENCE MARK
 KV4047'NUMBER 3 IS LONGER BY 0.082 METERS ALTHOUGH THE CHECKED BY 30
 KV4047'SECONDS.  THERE IS A LARGE, ABOUT 0.08 METER WIDE CRACK, RUNNING
 KV4047'CROSSWAYS BETWEEN THE STATION AND REFERENCE NO 3.  THE ANGLE TO
 KV4047'REFERENCE MARK NO 2 DID NOT CHECK BY 12 MINUTES.  IT IS THOUGHT
 KV4047'THAT THE GROUND HEAVED AT THE SITE.
 KV4047'
 KV4047'THE STATION IS LOCATED IN THE LYNDHURST TOWNSHIP ABOUT
 KV4047'2.0 KM (1.25 MI) EAST OF THE PASSAIC RIVER AND 6.1 KM (3.8 MI) WEST
 KV4047'FROM THE NEW JERSEY TURNPIKE IN THE NEW MOUNT ZION JEWISH CEMETERY,
 KV4047'A SECTION OF A LARGER CEMETERY.
 KV4047'
 KV4047'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17,
 KV4047'RUTHERFORD AVENUE, AND ORIENT WAY, GO SOUTH ON ORIENT WAY FOR
 KV4047'0.48 KM (0.3 MI) TO SECOND AVENUE ON THE RIGHT.  TURN LEFT AND
 KV4047'UPHILL FOR ABOUT 112 METERS INTO THE CEMETERY AND THE STATION ON
 KV4047'THE RIGHT.
 KV4047'
 KV4047'THE STATION IS A STANDARD CGS DISK
 KV4047'STAMPED---HILLSIDE 1933---,
 KV4047'SET INTO THE NORTH CONCRETE CURB OF THE CONCRETE DRIVE,
 KV4047'0.425 METERS (1.4 FT) NORTHEAST FROM THE NORTHWEST EDGE OF A 10 CM
 KV4047'SQUARE MONUMENT FOR MOSES FERNBACH AND SARA T STERN AND
 KV4047'0.433 METERS (1.4 FT) NORTHWEST FROM THE NORTHEAST EDGE OF THE
 KV4047'MONUMENT.
 KV4047'
 KV4047'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK
 KV4047'STAMPED---NO 1---,
 KV4047'SET INTO A DRILL HOLE IN THE SOUTH CURB,
 KV4047'2.90 METERS (0.9 FT) EAST-SOUTHEAST FROM THE NORTHEAST CORNER OF A
 KV4047'STONE SLAB ABUTTING THE CURB,
 KV4047'3.95 METERS (12.9 FT) NORTH FROM THE SOUTHWEST EDGE OF JOHN J
 KV4047'MILLER STONE,
 KV4047'6.815 METERS (22.4 FT) SOUTH-SOUTHEAST FROM THE SOUTHWEST EDGE OF A
 KV4047'STONE FENCE CORNER.
 KV4047'MARK IS LEVEL WITH THE STATION.
 KV4047'
 KV4047'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK
 KV4047'STAMPED---NO 2---,
 KV4047'SET INTO A DRILL HOLE ON THE NORTH CURB OF THE DRIVE,
 KV4047'0.959 METERS (3.1 FT) SOUTHWEST FROM THE SOUTHEAST END OF A LONG
 KV4047'FLAT STONE MARKED IND EAST RIVER BEN ASSN INC AND
 KV4047'1.295 METERS (4.25 FT) SOUTH SOUTHEAST OF THE SOUTHWEST END.
 KV4047'MARK IS LEVEL WITH THE STATION.
 KV4047'
 KV4047'REFERENCE MARK NO. 3 IS A STANDARD CGS DISK
 KV4047'STAMPED---NO 3---,
 KV4047'SET INTO A DRILL HOLE IN THE SOUTH CURBING.
 KV4047'1.63 METERS (5.45 FT) NORTHWEST FROM THE NORTHEAST EDGE OF A LONG
 KV4047'FLAT STONE CARVED PROG KESSOWER BEN SOCIETY,
 KV4047'1.75 METERS (5.7 FT) NORTHEAST FROM THE NORTHWEST END OF THE STONE
 KV4047'AND
 KV4047'5.975 METERS (19.6 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE
 KV4047'CHARLES I WEISS GRAVESTONE.
 KV4047'MARK IS 0.01 METERS BELOW THE STATION.
 KV4047'
 KV4047'THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH MARK.  THE EMPIRE STATE
 KV4047'BUILDING WAS UTILIZED HERE.
 KV4047'DESCRIBED BY GLENN R CLIVER
 KV4047
 KV4047                          STATION RECOVERY (1992)
 KV4047
 KV4047'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV4047'THE STATION IS LOCATED IN THE BOROUGH OF LYNDHURST, ON THE GROUNDS OF
 KV4047'THE NEW MOUNT ZION CEMETERY.  THE ENTRANCE GATE TO THE CEMETERY IS
 KV4047'ABOUT 45 M (147.6 FT) NORTHEAST FROM THE JUNCTION OF ORIENT WAY WITH
 KV4047'NEW YORK AVENUE.  TO REACH THE STATION FROM THE NEW JERSEY TURNPIKE
 KV4047'EXIT 16W, TAKE STATE HIGHWAY 3 WEST TOWARDS THE BOROUGH OF
 KV4047'RUTHERFORD, TO THE JUCTION WITH STATE HIGHWAY 17.  TAKE THE JUGHANDLE
 KV4047'FOR STATE HIGHWAY 17 TOWARDS LYNDHURST AND REMAIN ON STATE HIGHWAY 17
 KV4047'TO ITS JUNCTION WITH ORIENT WAY.  THERE IS A TRAFFIC SIGNAL AT THIS
 KV4047'JUNCTION, WHICH IS NORTH OF THE HILLSIDE CEMETERY.  TURN LEFT AND GO
 KV4047'0.3 MI (0.5 KM) SOUTH SOUTHWEST ON ORIENT WAY TO THE CEMETERY GATES
 KV4047'ON THE LEFT.  TURN LEFT AND GO 0.05 MI (0.08 KM) EAST ON THE CEMETERY
 KV4047'ROAD TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT. THE STATION
 KV4047'IS OPPOSITE A PATH LEADING NORTHEAST MARKED BY TWO 6 FT (1.8 M)
 KV4047'GRANITE POSTS FOR THE IND EAST RIVER BEN ASSN INC ON THE FOOT PAD.
 KV4047'THE STATION IS 2.4 M (7.9 FT) WEST SOUTHWEST FROM THE CENTERLINE OF
 KV4047'THE DRIVE, 0.8 M (2.6 FT) NORTHEAST FROM THE CENTER OF A GRANITE
 KV4047'GRAVE MARKER SET IN BETWEEN TWO EVERGREEN TREES FOR MOSES FERBACH AND
 KV4047'SARAH T. STERN, 8.0 M (26.2 FT) SOUTHEAST FROM REFERENCE MARK NUMBER
 KV4047'1, 5.7 M (18.7 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A HEADSTONE
 KV4047'FOR MULLER KATZ PAGET, 5.2 M (17.1 FT) EAST FROM THE NORTHEAST CORNER
 KV4047'OF A HEADSTONE FOR FERNBACH SPAR, 13.2 M (43.3 FT) SOUTH FROM THE
 KV4047'SOUTH CORNER OF A GRANITE POST AT AN ANGLE POINT IN A PIPE FENCE, 4.7
 KV4047'M (15.4 FT) SOUTHWEST FROM REFERENCE MARK NUMBER 2 AND 8.2 M
 KV4047'(26.9 FT) NORTHWEST FROM REFERENCE MARK NUMBER 3.
 KV4047
 KV4047                          STATION RECOVERY (2006)
 KV4047
 KV4047'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV4047'THERE HAS BEEN SOME SETTLING ON THE ROADWAY.  STATION AND REFERENCE
 KV4047'MARKS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0273 ***********************************************************************
 KV0273  DESIGNATION -  HK 1 USE
 KV0273  PID         -  KV0273
 KV0273  STATE/COUNTY-  NJ/HUDSON
 KV0273  USGS QUAD   -  JERSEY CITY (1981)
 KV0273
 KV0273                         *CURRENT SURVEY CONTROL
 KV0273  ___________________________________________________________________
 KV0273* NAD 83(1986)-  40 43 35.     (N)    074 05 48.     (W)     SCALED    
 KV0273* NAVD 88     -        10.644  (meters)      34.92   (feet)  ADJUSTED  
 KV0273  ___________________________________________________________________
 KV0273  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KV0273  DYNAMIC HT  -          10.639 (meters)      34.90  (feet)  COMP
 KV0273  MODELED GRAV-     980,237.4   (mgal)                       NAVD 88
 KV0273
 KV0273  VERT ORDER  -  FIRST     CLASS I
 KV0273
 KV0273.The horizontal coordinates were scaled from a topographic map and have
 KV0273.an estimated accuracy of +/- 6 seconds.
 KV0273
 KV0273.The orthometric height was determined by differential leveling
 KV0273.and adjusted by the National Geodetic Survey in June 1991..
 KV0273
 KV0273.The geoid height was determined by GEOID03.
 KV0273
 KV0273.The dynamic height is computed by dividing the NAVD 88
 KV0273.geopotential number by the normal gravity value computed on the
 KV0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0273.degrees latitude (g = 980.6199 gals.).
 KV0273
 KV0273.The modeled gravity was interpolated from observed gravity values.
 KV0273
 KV0273;                    North         East    Units  Estimated Accuracy
 KV0273;SPC NJ       -   210,240.      184,070.      MT  (+/- 180 meters Scaled)
 KV0273
 KV0273                          SUPERSEDED SURVEY CONTROL
 KV0273
 KV0273  NGVD 29 (04/16/92)   10.991  (m)           36.06   (f) ADJUSTED    1 1
 KV0273
 KV0273.Superseded values are not recommended for survey control.
 KV0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0273.See file dsdata.txt to determine how the superseded data were derived.
 KV0273
 KV0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL762087(NAD 83)
 KV0273_MARKER: DD = SURVEY DISK
 KV0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0273_SP_SET: SIDEWALK
 KV0273_STAMPING: US HL MON HK 1 1963 NY DIST C OF E
 KV0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0273
 KV0273  HISTORY     - Date     Condition        Report By
 KV0273  HISTORY     - 1963     MONUMENTED       DOD
 KV0273  HISTORY     - 1965     GOOD             CGS
 KV0273
 KV0273                          STATION DESCRIPTION
 KV0273
 KV0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0273'AT JERSEY CITY.
 KV0273'AT JERSEY CITY, ALONG STATE HIGHWAY 25 (ALSO U.S. HIGHWAYS 1
 KV0273'AND 9 TRUCK ROUTE), AT THE HIGHWAY BRIDGE OVER THE HACKENSACK
 KV0273'RIVER, SET IN THE TOP OF THE EAST END OF THE SOUTH SIDEWALK OF THE
 KV0273'BRIDGE, 42.4 FEET WEST OF THE EAST END OF THE BRIDGE, 11.8 FEET
 KV0273'EAST OF BENCH MARK 1106 A (N.J.G.S.) DESCRIBED, 3.2 FEET SOUTH OF
 KV0273'THE SOUTH CURB OF THE BRIDGE AND ABOUT 1 FOOT ABOVE THE LEVEL
 KV0273'OF THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0286 ***********************************************************************
 KV0286  DESIGNATION -  HK 100 USE
 KV0286  PID         -  KV0286
 KV0286  STATE/COUNTY-  NJ/HUDSON
 KV0286  USGS QUAD   -  JERSEY CITY (1981)
 KV0286
 KV0286                         *CURRENT SURVEY CONTROL
 KV0286  ___________________________________________________________________
 KV0286* NAD 83(1986)-  40 44 38.     (N)    074 04 49.     (W)     SCALED    
 KV0286* NAVD 88     -         1.601  (meters)       5.25   (feet)  ADJUSTED  
 KV0286  ___________________________________________________________________
 KV0286  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KV0286  DYNAMIC HT  -           1.600 (meters)       5.25  (feet)  COMP
 KV0286  MODELED GRAV-     980,238.8   (mgal)                       NAVD 88
 KV0286
 KV0286  VERT ORDER  -  FIRST     CLASS I
 KV0286
 KV0286.The horizontal coordinates were scaled from a topographic map and have
 KV0286.an estimated accuracy of +/- 6 seconds.
 KV0286
 KV0286.The orthometric height was determined by differential leveling
 KV0286.and adjusted by the National Geodetic Survey in June 1991..
 KV0286
 KV0286.The geoid height was determined by GEOID03.
 KV0286
 KV0286.The dynamic height is computed by dividing the NAVD 88
 KV0286.geopotential number by the normal gravity value computed on the
 KV0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0286.degrees latitude (g = 980.6199 gals.).
 KV0286
 KV0286.The modeled gravity was interpolated from observed gravity values.
 KV0286
 KV0286;                    North         East    Units  Estimated Accuracy
 KV0286;SPC NJ       -   212,190.      185,450.      MT  (+/- 180 meters Scaled)
 KV0286
 KV0286                          SUPERSEDED SURVEY CONTROL
 KV0286
 KV0286  NGVD 29 (04/16/92)    1.947  (m)            6.39   (f) ADJUSTED    1 1
 KV0286
 KV0286.Superseded values are not recommended for survey control.
 KV0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0286.See file dsdata.txt to determine how the superseded data were derived.
 KV0286
 KV0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL776107(NAD 83)
 KV0286_MARKER: DD = SURVEY DISK
 KV0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0286_SP_SET: BULKHEAD
 KV0286_STAMPING: US HL MON HK 100 1963 NY DIST C OF E
 KV0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0286
 KV0286  HISTORY     - Date     Condition        Report By
 KV0286  HISTORY     - 1963     MONUMENTED       DOD
 KV0286  HISTORY     - 1965     GOOD             CGS
 KV0286
 KV0286                          STATION DESCRIPTION
 KV0286
 KV0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0286'AT KEARNY.
 KV0286'AT KEARNY, ON THE NORTHWEST BANK OF THE HACKENSACK RIVER, ALONG
 KV0286'THE NORTHEAST SIDE OF THE DELWARE-LACKAWANNA AND WESTERN RAILROAD
 KV0286'BRIDGE OVER THE RIVER, SET IN THE TOP OF THE SOUTH CORNER OF
 KV0286'THE CONCRETE BULK-HEAD TO THE DOCK AT THE KOPPERS PLANT, 4.1
 KV0286'FEET NORTH OF THE CORNER OF THE BULK HEAD, 3.5 FEET NORTHEAST
 KV0286'OF THE SOUTHWEST EDGE OF THE BULK-HEAD, 2.3 FEET NORTHWEST OF
 KV0286'THE SOUTHEAST EDGE OF THE BULK-HEAD, AND ABOUT LEVEL WITH THE
 KV0286'GROUND.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 KV0286'IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW
 KV0286'THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0270 ***********************************************************************
 KV0270  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0270  DESIGNATION -  HK 2 A USE
 KV0270  PID         -  KV0270
 KV0270  STATE/COUNTY-  NJ/HUDSON
 KV0270  USGS QUAD   -  JERSEY CITY (1981)
 KV0270
 KV0270                         *CURRENT SURVEY CONTROL
 KV0270  ___________________________________________________________________
 KV0270* NAD 83(1986)-  40 43 41.     (N)    074 06 05.     (W)     SCALED    
 KV0270* NAVD 88     -        11.932  (meters)      39.15   (feet)  ADJUSTED  
 KV0270  ___________________________________________________________________
 KV0270  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KV0270  DYNAMIC HT  -          11.927 (meters)      39.13  (feet)  COMP
 KV0270  MODELED GRAV-     980,236.5   (mgal)                       NAVD 88
 KV0270
 KV0270  VERT ORDER  -  FIRST     CLASS I
 KV0270
 KV0270.The horizontal coordinates were scaled from a topographic map and have
 KV0270.an estimated accuracy of +/- 6 seconds.
 KV0270
 KV0270.The orthometric height was determined by differential leveling
 KV0270.and adjusted by the National Geodetic Survey in June 1991..
 KV0270
 KV0270.This Tidal Bench Mark is designated as VM 12917
 KV0270.by the Center for Operational Oceanographic Products and Services.
 KV0270
 KV0270.The geoid height was determined by GEOID03.
 KV0270
 KV0270.The dynamic height is computed by dividing the NAVD 88
 KV0270.geopotential number by the normal gravity value computed on the
 KV0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0270.degrees latitude (g = 980.6199 gals.).
 KV0270
 KV0270.The modeled gravity was interpolated from observed gravity values.
 KV0270
 KV0270;                    North         East    Units  Estimated Accuracy
 KV0270;SPC NJ       -   210,430.      183,670.      MT  (+/- 180 meters Scaled)
 KV0270
 KV0270                          SUPERSEDED SURVEY CONTROL
 KV0270
 KV0270  NGVD 29 (04/16/92)   12.280  (m)           40.29   (f) ADJUSTED    1 1
 KV0270
 KV0270.Superseded values are not recommended for survey control.
 KV0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0270.See file dsdata.txt to determine how the superseded data were derived.
 KV0270
 KV0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL758089(NAD 83)
 KV0270_MARKER: DD = SURVEY DISK
 KV0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0270_SP_SET: SIDEWALK
 KV0270_STAMPING: US HL MON HK 2 A 1963 NY DIST C OF E
 KV0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0270
 KV0270  HISTORY     - Date     Condition        Report By
 KV0270  HISTORY     - 1963     MONUMENTED       DOD
 KV0270  HISTORY     - 1965     GOOD             CGS
 KV0270
 KV0270                          STATION DESCRIPTION
 KV0270
 KV0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0270'AT KEARNY.
 KV0270'AT KEARNY, ALONG STATE HIGHWAY 25 (ALSO U.S. HIGHWAYS 1 AND 9
 KV0270'TRUCK ROUTE), ABOUT 76 YARDS SOUTHEAST OF THE NORTHWEST END OF
 KV0270'THE HIGHWAY BRIDGE OVER THE HACKENSACK RIVER, SET IN THE TOP OF
 KV0270'THE SIDEWALK ALONG THE NORTHEAST SIDE OF THE BRIDGE, 40 FEET
 KV0270'SOUTHEAST OF THE SECOND LIGHT POST SOUTHEAST OF THE NORTHWEST
 KV0270'END OF THE BRIDGE, 2.8 FEET SOUTHWEST OF THE GUARD RAIL, 2.9 FEET
 KV0270'NORTHEAST OF THE NORTHEAST CURB OF THE BRIDGE AND ABOUT 1 FOOT
 KV0270'ABOVE THE LEVEL OF THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4096 ***********************************************************************
 KV4096  DESIGNATION -  HK 21 USE 1932
 KV4096  PID         -  KV4096
 KV4096  STATE/COUNTY-  NJ/HUDSON
 KV4096  USGS QUAD   -  WEEHAWKEN (1995)
 KV4096
 KV4096                         *CURRENT SURVEY CONTROL
 KV4096  ___________________________________________________________________
 KV4096* NAD 83(1996)-  40 45 49.74492(N)    074 05 12.98101(W)     ADJUSTED  
 KV4096* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4096  ___________________________________________________________________
 KV4096  LAPLACE CORR-           6.60  (seconds)                    DEFLEC99
 KV4096  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KV4096
 KV4096  HORZ ORDER  -  SECOND
 KV4096
 KV4096.The horizontal coordinates were established by classical geodetic methods
 KV4096.and adjusted by the National Geodetic Survey in September 1999..
 KV4096
 KV4096.The orthometric height was scaled from a topographic map.
 KV4096
 KV4096.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4096
 KV4096.The geoid height was determined by GEOID03.
 KV4096
 KV4096;                    North         East     Units Scale Factor Converg.
 KV4096;SPC NJ       -   214,403.875   184,873.265   MT  0.99991496   +0 16 10.9
 KV4096;SPC NJ       -   703,423.38    606,538.37   sFT  0.99991496   +0 16 10.9
 KV4096;SPC NY L     -    66,314.919   292,659.339   MT  0.99999603   -0 03 24.7
 KV4096;SPC NY L     -   217,568.20    960,166.51   sFT  0.99999603   -0 03 24.7
 KV4096;UTM  18      - 4,512,940.113   577,063.756   MT  0.99967310   +0 35 46.3
 KV4096
 KV4096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4096!SPC NJ       -   1.00000492  x   0.99991496  =   0.99991988
 KV4096!SPC NY L     -   1.00000492  x   0.99999603  =   1.00000095
 KV4096!UTM  18      -   1.00000492  x   0.99967310  =   0.99967802
 KV4096
 KV4096:                Primary Azimuth Mark                     Grid Az
 KV4096:SPC NJ       -  FARM                                     049 42 28.5
 KV4096:SPC NY L     -  FARM                                     050 02 04.1
 KV4096:UTM  18      -  FARM                                     049 22 53.1
 KV4096
 KV4096|---------------------------------------------------------------------|
 KV4096| PID    Reference Object                     Distance      Geod. Az  |
 KV4096|                                                           dddmmss.s |
 KV4096| KV4011 FARM                                APPROX. 2.8 KM 0495839.4 |
 KV4096|---------------------------------------------------------------------|
 KV4096
 KV4096                          SUPERSEDED SURVEY CONTROL
 KV4096
 KV4096  NAD 83(1996)-  40 45 49.74482(N)    074 05 12.98111(W) AD(       ) 2
 KV4096  NAD 83(1996)-  40 45 49.74365(N)    074 05 12.98267(W) AD(       ) 2
 KV4096  NAD 83(1992)-  40 45 49.74273(N)    074 05 12.98362(W) AD(       ) 2
 KV4096  NAD 83(1986)-  40 45 49.74532(N)    074 05 12.98325(W) AD(       ) 2
 KV4096  NAD 27      -  40 45 49.38300(N)    074 05 14.47000(W) AD(       ) 2
 KV4096
 KV4096.Superseded values are not recommended for survey control.
 KV4096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4096.See file dsdata.txt to determine how the superseded data were derived.
 KV4096
 KV4096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7706412940(NAD 83)
 KV4096_MARKER: Z = SEE DESCRIPTION
 KV4096_SETTING: 0 = UNSPECIFIED SETTING
 KV4096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4096
 KV4096  HISTORY     - Date     Condition        Report By
 KV4096  HISTORY     - 1932     MONUMENTED       USE
 KV4096  HISTORY     - 1933     GOOD             CGS
 KV4096
 KV4096                          STATION DESCRIPTION
 KV4096
 KV4096'DESCRIBED BY US ENGINEERS 1932 (RWW)
 KV4096'THIS STATION IS 0.54 METER FROM THE OUTER FACE OF THE SEAWALL
 KV4096'ON THE E SIDE OF THE HACKENSACK RIVER, IN SECAUCUS IN THE GROUNDS
 KV4096'OF THE HUDSON COUNTY PENITENTIARY FARM.  IT IS S OF A LARGE SHED
 KV4096'AND BETWEEN A SMALL TOOL HOUSE AND AN OUTHOUSE.
 KV4096'
 KV4096'STATION IS MARKED BY A 1/2-INCH IRON PIPE SET IN A TRUNCATED
 KV4096'PYRAMID OF CONCRETE PROJECTING 4 INCHES ABOVE GROUND.
 KV4096'
 KV4096'NO REFERENCE MARKS WERE PLACED NOW OR ORIGINALLY.  REFERENCE
 KV4096'MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4096'
 KV4096'TO OUTER EDGE OF SEAWALL 0.540 METERS
 KV4096'
 KV4096'TO NE CORNER OF OUTHOUSE 11.26 METERS
 KV4096'
 KV4096'TO SE CORNER OF TOOL-HOUSE 15.27 METERS
 KV4096'
 KV4096'THERE IS AMPLE ROOM AND GOOD FOOTING FOR TRIPOD SET-UPS ON THE
 KV4096'HARD-PACKED GROUND.
 KV4096'
 KV4096'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 METERS.
 KV4096
 KV4096                          STATION RECOVERY (1933)
 KV4096
 KV4096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4096'RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH THE FOLLOWING
 KV4096'EXCEPTION--
 KV4096'
 KV4096'TO SE CORNER OF TOOL HOUSE SHOULD READ TO SW CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3981 ***********************************************************************
 KV3981  DESIGNATION -  HK 40 USE 1932
 KV3981  PID         -  KV3981
 KV3981  STATE/COUNTY-  NJ/BERGEN
 KV3981  USGS QUAD   -  WEEHAWKEN (1995)
 KV3981
 KV3981                         *CURRENT SURVEY CONTROL
 KV3981  ___________________________________________________________________
 KV3981* NAD 83(1996)-  40 50 05.03156(N)    074 01 51.15350(W)     ADJUSTED  
 KV3981* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV3981  ___________________________________________________________________
 KV3981  LAPLACE CORR-           7.69  (seconds)                    DEFLEC99
 KV3981  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KV3981
 KV3981  HORZ ORDER  -  SECOND
 KV3981
 KV3981.The horizontal coordinates were established by classical geodetic methods
 KV3981.and adjusted by the National Geodetic Survey in September 1999..
 KV3981
 KV3981.The orthometric height was scaled from a topographic map.
 KV3981
 KV3981.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3981
 KV3981.The geoid height was determined by GEOID03.
 KV3981
 KV3981;                    North         East     Units Scale Factor Converg.
 KV3981;SPC NJ       -   222,301.806   189,564.370   MT  0.99991926   +0 18 24.3
 KV3981;SPC NJ       -   729,335.18    621,929.10   sFT  0.99991926   +0 18 24.3
 KV3981;SPC NY L     -    74,186.585   297,395.780   MT  0.99999494   -0 01 12.7
 KV3981;SPC NY L     -   243,393.82    975,705.99   sFT  0.99999494   -0 01 12.7
 KV3981;UTM  18      - 4,520,862.769   581,708.634   MT  0.99968217   +0 38 01.4
 KV3981
 KV3981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3981!SPC NJ       -   1.00000488  x   0.99991926  =   0.99992414
 KV3981!SPC NY L     -   1.00000488  x   0.99999494  =   0.99999982
 KV3981!UTM  18      -   1.00000488  x   0.99968217  =   0.99968705
 KV3981
 KV3981:                Primary Azimuth Mark                     Grid Az
 KV3981:SPC NJ       -  FRAN 1932                                016 31 08.0
 KV3981:SPC NY L     -  FRAN 1932                                016 50 45.0
 KV3981:UTM  18      -  FRAN 1932                                016 11 30.9
 KV3981
 KV3981|---------------------------------------------------------------------|
 KV3981| PID    Reference Object                     Distance      Geod. Az  |
 KV3981|                                                           dddmmss.s |
 KV3981| KV3932 FRAN 1932                           APPROX. 2.5 KM 0164932.3 |
 KV3981| KV3982 BRICK                                14.635 METERS 18145     |
 KV3981| KV3984 HK 42 USE 1932                      APPROX. 0.5 KM 3495740.6 |
 KV3981|---------------------------------------------------------------------|
 KV3981
 KV3981                          SUPERSEDED SURVEY CONTROL
 KV3981
 KV3981  NAD 83(1996)-  40 50 05.03139(N)    074 01 51.15360(W) AD(       ) 2
 KV3981  NAD 83(1996)-  40 50 05.02992(N)    074 01 51.15515(W) AD(       ) 2
 KV3981  NAD 83(1992)-  40 50 05.02899(N)    074 01 51.15596(W) AD(       ) 2
 KV3981  NAD 83(1986)-  40 50 05.03422(N)    074 01 51.15086(W) AD(       ) 2
 KV3981  NAD 27      -  40 50 04.67100(N)    074 01 52.65100(W) AD(       ) 2
 KV3981
 KV3981.Superseded values are not recommended for survey control.
 KV3981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3981.See file dsdata.txt to determine how the superseded data were derived.
 KV3981
 KV3981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8170920863(NAD 83)
 KV3981_MARKER: Z = SEE DESCRIPTION
 KV3981_SETTING: 0 = UNSPECIFIED SETTING
 KV3981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3981
 KV3981  HISTORY     - Date     Condition        Report By
 KV3981  HISTORY     - 1932     MONUMENTED       USE
 KV3981
 KV3981                          STATION DESCRIPTION
 KV3981
 KV3981'DESCRIBED BY US ENGINEERS 1932 (RWW)
 KV3981'STATION IS ON THE W BANK OF THE HACKENSACK RIVER, IN LITTLE
 KV3981'FERRY S OF THE S END OF MEHRHOFF ROAD 70 METERS S OF THE SE
 KV3981'CORNER OF THE BRICK-SHED OF THE MEHRHOFF BRICK COMPANY.  IT IS
 KV3981'ATOP THE DIKE-LIKE BANK 2 METERS INSHORE OF HIGH-WATER LINE.
 KV3981'
 KV3981'STATION IS MARKED BY A 2-INCH IRON PIPE SET IN A TRUNCATED
 KV3981'PYRAMID OF CONCRETE PROJECTING SEVERAL INCHES ABOVE GROUND.  NO
 KV3981'REFERENCE MARKS WERE PLACED.
 KV3981'
 KV3981'STATION BRICK IS 14.5 METERS TO THE SOUTHWARD.
 KV3981'
 KV3981'THE NEARNESS OF THE STATION TO THE EDGE OF THE RIVER BANK AFFORDS
 KV3981'LITTLE ROOM FOR CENTRAL TRIPOD SET-UPS.
 KV3981'
 KV3981'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3984 ***********************************************************************
 KV3984  DESIGNATION -  HK 42 USE 1932
 KV3984  PID         -  KV3984
 KV3984  STATE/COUNTY-  NJ/BERGEN
 KV3984  USGS QUAD   -  WEEHAWKEN (1995)
 KV3984
 KV3984                         *CURRENT SURVEY CONTROL
 KV3984  ___________________________________________________________________
 KV3984* NAD 83(1996)-  40 50 22.13398(N)    074 01 55.13992(W)     ADJUSTED  
 KV3984* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV3984  ___________________________________________________________________
 KV3984  LAPLACE CORR-           7.70  (seconds)                    DEFLEC99
 KV3984  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KV3984
 KV3984  HORZ ORDER  -  THIRD
 KV3984
 KV3984.The horizontal coordinates were established by classical geodetic methods
 KV3984.and adjusted by the National Geodetic Survey in September 1999..
 KV3984
 KV3984.The orthometric height was scaled from a topographic map.
 KV3984
 KV3984.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3984
 KV3984.The geoid height was determined by GEOID03.
 KV3984
 KV3984;                    North         East     Units Scale Factor Converg.
 KV3984;SPC NJ       -   222,828.822   189,468.163   MT  0.99991917   +0 18 21.8
 KV3984;SPC NJ       -   731,064.23    621,613.46   sFT  0.99991917   +0 18 21.8
 KV3984;SPC NY L     -    74,714.181   297,302.574   MT  0.99999492   -0 01 15.3
 KV3984;SPC NY L     -   245,124.78    975,400.19   sFT  0.99999492   -0 01 15.3
 KV3984;UTM  18      - 4,521,389.102   581,609.444   MT  0.99968197   +0 37 59.0
 KV3984
 KV3984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3984!SPC NJ       -   1.00000488  x   0.99991917  =   0.99992405
 KV3984!SPC NY L     -   1.00000488  x   0.99999492  =   0.99999980
 KV3984!UTM  18      -   1.00000488  x   0.99968197  =   0.99968685
 KV3984
 KV3984:                Primary Azimuth Mark                     Grid Az
 KV3984:SPC NJ       -  HK 40 USE 1932                           169 39 16.2
 KV3984:SPC NY L     -  HK 40 USE 1932                           169 58 53.3
 KV3984:UTM  18      -  HK 40 USE 1932                           169 19 39.0
 KV3984
 KV3984|---------------------------------------------------------------------|
 KV3984| PID    Reference Object                     Distance      Geod. Az  |
 KV3984|                                                           dddmmss.s |
 KV3984| KV3981 HK 40 USE 1932                      APPROX. 0.5 KM 1695738.0 |
 KV3984| KV3969 ST MARGARET                         APPROX. 1.0 KM 3131633.7 |
 KV3984|---------------------------------------------------------------------|
 KV3984
 KV3984                          SUPERSEDED SURVEY CONTROL
 KV3984
 KV3984  NAD 83(1996)-  40 50 22.13384(N)    074 01 55.14002(W) AD(       ) 3
 KV3984  NAD 83(1996)-  40 50 22.13249(N)    074 01 55.14163(W) AD(       ) 3
 KV3984  NAD 83(1992)-  40 50 22.13135(N)    074 01 55.14236(W) AD(       ) 3
 KV3984  NAD 83(1986)-  40 50 22.13783(N)    074 01 55.13751(W) AD(       ) 3
 KV3984  NAD 27      -  40 50 21.77500(N)    074 01 56.63700(W) AD(       ) 3
 KV3984
 KV3984.Superseded values are not recommended for survey control.
 KV3984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3984.See file dsdata.txt to determine how the superseded data were derived.
 KV3984
 KV3984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8160921389(NAD 83)
 KV3984_MARKER: Z = SEE DESCRIPTION
 KV3984_SETTING: 0 = UNSPECIFIED SETTING
 KV3984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3984
 KV3984  HISTORY     - Date     Condition        Report By
 KV3984  HISTORY     - 1932     MONUMENTED       USE
 KV3984
 KV3984                          STATION DESCRIPTION
 KV3984
 KV3984'DESCRIBED BY US ENGINEERS 1932 (RWW)
 KV3984'THE STATION IS ON THE W BANK OF THE HACKENSACK RIVER, N OF
 KV3984'LITTLE FERRY AND N OF THE TEXAS OIL COMPANYS LITTLE FERRY PLANT,
 KV3984'AT HIGH-WATER LINE.  IT IS BEST REACHED BY GOING THROUGH THE
 KV3984'TEXAS OIL PLANT.
 KV3984'
 KV3984'STATION IS MARKED BY A 3/4-INCH IRON PIPE SET IN A TRUNCATED
 KV3984'PYRAMID OF CONCRETE PROJECTING 18 INCHES ABOVE THE GROUND.  NO
 KV3984'REFERENCE MARKS WERE PLACED.  REFERENCE MEASUREMENTS WERE TAKEN
 KV3984'AS FOLLOWS--
 KV3984'
 KV3984'TO NE CORNER OF IRON FENCE 27.6 METERS.
 KV3984'
 KV3984'TO NEAREST EDGE OF LARGEST TANK 41.7 METERS.
 KV3984'
 KV3984'THERE IS SUFFICIENT ROOM AND FAIR FOOTING FOR CENTRAL TRIPOD
 KV3984'SET-UPS.
 KV3984'
 KV3984'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4042 ***********************************************************************
 KV4042  DESIGNATION -  HK 43 USE 1932
 KV4042  PID         -  KV4042
 KV4042  STATE/COUNTY-  NJ/HUDSON
 KV4042  USGS QUAD   -  WEEHAWKEN (1995)
 KV4042
 KV4042                         *CURRENT SURVEY CONTROL
 KV4042  ___________________________________________________________________
 KV4042* NAD 83(1996)-  40 48 17.27035(N)    074 03 00.18445(W)     ADJUSTED  
 KV4042* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4042  ___________________________________________________________________
 KV4042  LAPLACE CORR-           7.16  (seconds)                    DEFLEC99
 KV4042  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 KV4042
 KV4042  HORZ ORDER  -  THIRD
 KV4042
 KV4042.The horizontal coordinates were established by classical geodetic methods
 KV4042.and adjusted by the National Geodetic Survey in September 1999..
 KV4042
 KV4042.The orthometric height was scaled from a topographic map.
 KV4042
 KV4042.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4042
 KV4042.The geoid height was determined by GEOID03.
 KV4042
 KV4042;                    North         East     Units Scale Factor Converg.
 KV4042;SPC NJ       -   218,969.495   187,964.250   MT  0.99991773   +0 17 38.5
 KV4042;SPC NJ       -   718,402.42    616,679.38   sFT  0.99991773   +0 17 38.5
 KV4042;SPC NY L     -    70,863.202   295,776.551   MT  0.99999521   -0 01 57.9
 KV4042;SPC NY L     -   232,490.36    970,393.57   sFT  0.99999521   -0 01 57.9
 KV4042;UTM  18      - 4,517,522.179   580,127.926   MT  0.99967902   +0 37 14.9
 KV4042
 KV4042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4042!SPC NJ       -   1.00000490  x   0.99991773  =   0.99992263
 KV4042!SPC NY L     -   1.00000490  x   0.99999521  =   1.00000011
 KV4042!UTM  18      -   1.00000490  x   0.99967902  =   0.99968392
 KV4042
 KV4042|---------------------------------------------------------------------|
 KV4042| PID    Reference Object                     Distance      Geod. Az  |
 KV4042|                                                           dddmmss.s |
 KV4042| KV4041 BLUFF                                 4.074 METERS 08406     |
 KV4042| KV4071 SCHOOL 3                            APPROX. 0.9 KM 2220917.4 |
 KV4042| KV4051 MOO                                 358.719 METERS 35731     |
 KV4042|---------------------------------------------------------------------|
 KV4042
 KV4042                          SUPERSEDED SURVEY CONTROL
 KV4042
 KV4042  NAD 83(1996)-  40 48 17.27025(N)    074 03 00.18454(W) AD(       ) 3
 KV4042  NAD 83(1996)-  40 48 17.26917(N)    074 03 00.18595(W) AD(       ) 3
 KV4042  NAD 83(1992)-  40 48 17.26825(N)    074 03 00.18682(W) AD(       ) 3
 KV4042  NAD 83(1986)-  40 48 17.27217(N)    074 03 00.18349(W) AD(       ) 3
 KV4042  NAD 27      -  40 48 16.90900(N)    074 03 01.67800(W) AD(       ) 3
 KV4042
 KV4042.Superseded values are not recommended for survey control.
 KV4042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4042.See file dsdata.txt to determine how the superseded data were derived.
 KV4042
 KV4042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8012817522(NAD 83)
 KV4042_MARKER: Z = SEE DESCRIPTION
 KV4042_SETTING: 0 = UNSPECIFIED SETTING
 KV4042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4042
 KV4042  HISTORY     - Date     Condition        Report By
 KV4042  HISTORY     - 1932     MONUMENTED       USE
 KV4042
 KV4042                          STATION DESCRIPTION
 KV4042
 KV4042'DESCRIBED BY US ENGINEERS 1932 (RWW)
 KV4042'THIS STATION IS 135 METERS S FROM THE S BANK OF THE HACKENSACK
 KV4042'RIVER, ON THE W SIDE OF MILL CREEK, IN SECAUCUS 1/2 MILE E OF
 KV4042'THE PATERSON PLANK ROAD BRIDGE.  IT IS ON THE E EDGE OF A DIKE
 KV4042'AND 4 METERS W OF A DITCH BOTH RUNNING ALONG THE W SIDE OF THIS
 KV4042'SMALL CREEK.  IT IS BEST REACHED BY TURNING E ON FRANKLIN AVENUE,
 KV4042'SECAUCUS, TO STONEWALL LANE, THENCE N TO THE MEADOW, AND THEN
 KV4042'E ABOUT 60 METERS TO THE S END OF THE DIKE.
 KV4042'
 KV4042'STATION IS MARKED BY A 1/2-INCH IRON PIPE SET IN A TRUNCATED
 KV4042'PYRAMID OF CONCRETE.  NO REFERENCE MARKS WERE PLACED.
 KV4042'
 KV4042'STATION BLUFF IS TO THE EASTWARD ON THE W EDGE OF THE DITCH.
 KV4042'
 KV4042'SINCE THE STATION IS ON THE EDGE OF THE DIKE THERE IS LITTLE
 KV4042'ROOM FOR CENTRAL TRIPOD SET-UPS.
 KV4042'
 KV4042'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4016 ***********************************************************************
 KV4016  DESIGNATION -  HK 48 USE 1932
 KV4016  PID         -  KV4016
 KV4016  STATE/COUNTY-  NJ/BERGEN
 KV4016  USGS QUAD   -  WEEHAWKEN (1995)
 KV4016
 KV4016                         *CURRENT SURVEY CONTROL
 KV4016  ___________________________________________________________________
 KV4016* NAD 83(1996)-  40 51 21.73720(N)    074 01 50.93642(W)     ADJUSTED  
 KV4016* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4016  ___________________________________________________________________
 KV4016  LAPLACE CORR-           7.72  (seconds)                    DEFLEC99
 KV4016  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV4016
 KV4016  HORZ ORDER  -  THIRD
 KV4016
 KV4016.The horizontal coordinates were established by classical geodetic methods
 KV4016.and adjusted by the National Geodetic Survey in September 1999..
 KV4016
 KV4016.The orthometric height was scaled from a topographic map.
 KV4016
 KV4016.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4016
 KV4016.The geoid height was determined by GEOID03.
 KV4016
 KV4016;                    North         East     Units Scale Factor Converg.
 KV4016;SPC NJ       -   224,667.783   189,556.784   MT  0.99991925   +0 18 24.9
 KV4016;SPC NJ       -   737,097.55    621,904.22   sFT  0.99991925   +0 18 24.9
 KV4016;SPC NY L     -    76,552.746   297,401.698   MT  0.99999491   -0 01 12.6
 KV4016;SPC NY L     -   251,156.80    975,725.40   sFT  0.99999491   -0 01 12.6
 KV4016;UTM  18      - 4,523,228.104   581,687.548   MT  0.99968213   +0 38 02.5
 KV4016
 KV4016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4016!SPC NJ       -   1.00000488  x   0.99991925  =   0.99992413
 KV4016!SPC NY L     -   1.00000488  x   0.99999491  =   0.99999979
 KV4016!UTM  18      -   1.00000488  x   0.99968213  =   0.99968701
 KV4016
 KV4016:                Primary Azimuth Mark                     Grid Az
 KV4016:SPC NJ       -  APT 1932                                 000 58 54.2
 KV4016:SPC NY L     -  APT 1932                                 001 18 31.7
 KV4016:UTM  18      -  APT 1932                                 000 39 16.6
 KV4016
 KV4016|---------------------------------------------------------------------|
 KV4016| PID    Reference Object                     Distance      Geod. Az  |
 KV4016|                                                           dddmmss.s |
 KV4016| KV3916 APT 1932                            APPROX. 1.1 KM 0011719.1 |
 KV4016| KV3938 RIDGEFIELD PARK MUN BLDG CUP        APPROX. 0.5 KM 0644852.4 |
 KV4016| KV3948 HACKENSACK SHULTZ CO STACK          APPROX. 0.8 KM 3384515.3 |
 KV4016| KV3959 BOGOTA CONTINENTAL PAPER CHIM       APPROX. 1.4 KM 3483705.0 |
 KV4016| KV3930 BOGOTA FED PAPER BOARD CHIMNEY      APPROX. 1.5 KM 3520611.6 |
 KV4016| KV3931 BOGOTA FED PAPER BOARD TANK         APPROX. 1.5 KM 3522205.4 |
 KV4016|---------------------------------------------------------------------|
 KV4016
 KV4016                          SUPERSEDED SURVEY CONTROL
 KV4016
 KV4016  NAD 83(1996)-  40 51 21.73709(N)    074 01 50.93650(W) AD(       ) 3
 KV4016  NAD 83(1996)-  40 51 21.73600(N)    074 01 50.93781(W) AD(       ) 3
 KV4016  NAD 83(1992)-  40 51 21.73438(N)    074 01 50.93838(W) AD(       ) 3
 KV4016  NAD 83(1986)-  40 51 21.74227(N)    074 01 50.93396(W) AD(       ) 3
 KV4016  NAD 27      -  40 51 21.38000(N)    074 01 52.43500(W) AD(       ) 3
 KV4016
 KV4016.Superseded values are not recommended for survey control.
 KV4016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4016.See file dsdata.txt to determine how the superseded data were derived.
 KV4016
 KV4016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8168823228(NAD 83)
 KV4016_MARKER: Z = SEE DESCRIPTION
 KV4016_SETTING: 0 = UNSPECIFIED SETTING
 KV4016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4016
 KV4016  HISTORY     - Date     Condition        Report By
 KV4016  HISTORY     - 1932     MONUMENTED       USE
 KV4016
 KV4016                          STATION DESCRIPTION
 KV4016
 KV4016'DESCRIBED BY US ENGINEERS 1932 (RWW)
 KV4016'STATION IS ON THE W SIDE OF THE HACKENSACK RIVER, IN LITTLE
 KV4016'FERRY ON THE E SIDE OF BERGEN TURNPIKE JUST S OF THE SE CORNER
 KV4016'OF THE BRICK SHED OF THE HACKENSACK BRICK COMPANY.  THIS SHED IS
 KV4016'THE MOST SOUTHERLY BUILDING IN THE PLANT AND IS DIRECTLY ACROSS
 KV4016'THE RIVER FROM THE RIDGEFIELD PARK LUMBER COMPANY AND IS NEARLY
 KV4016'OPPOSITE LAKEVIEW AVENUE.  THE STATION IS 7 METERS INSHORE OF
 KV4016'HIGH-WATER LINE.
 KV4016'
 KV4016'STATION IS MARKED BY THE CROSS-CUT ATOP A 1/2-INCH BRASS PLUG
 KV4016'SET IN THE 12-INCH TOP OF A CONCRETE-FILLED KITCHEN-RANGE WATER
 KV4016'TANK PROJECTING 7 INCHES ABOVE THE FILL.
 KV4016'
 KV4016'NO REFERENCE MARKS WERE PLACED.  REFERENCE MEASUREMENTS WERE
 KV4016'TAKEN AS FOLLOWS--
 KV4016'
 KV4016'NORMAL TO BRICK SHED 11.67 METERS.
 KV4016'
 KV4016'TO SE CORNER OF SHED 11.84 METERS.
 KV4016'
 KV4016'TO SW CORNER OF SHED 23.65 METERS.
 KV4016'
 KV4016'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD SET-UPS
 KV4016'ON THE CINDER AND CRUSHED-BRICK FILL.
 KV4016'
 KV4016'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3962 ***********************************************************************
 KV3962  DESIGNATION -  HK 52 A USE 1932
 KV3962  PID         -  KV3962
 KV3962  STATE/COUNTY-  NJ/BERGEN
 KV3962  USGS QUAD   -  WEEHAWKEN (1995)
 KV3962
 KV3962                         *CURRENT SURVEY CONTROL
 KV3962  ___________________________________________________________________
 KV3962* NAD 83(1996)-  40 52 00.49605(N)    074 02 10.52413(W)     ADJUSTED  
 KV3962* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV3962  ___________________________________________________________________
 KV3962  LAPLACE CORR-           7.63  (seconds)                    DEFLEC99
 KV3962  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KV3962
 KV3962  HORZ ORDER  -  THIRD
 KV3962
 KV3962.The horizontal coordinates were established by classical geodetic methods
 KV3962.and adjusted by the National Geodetic Survey in September 1999..
 KV3962
 KV3962.The orthometric height was scaled from a topographic map.
 KV3962
 KV3962.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3962
 KV3962.The geoid height was determined by GEOID03.
 KV3962
 KV3962;                    North         East     Units Scale Factor Converg.
 KV3962;SPC NJ       -   225,860.842   189,091.720   MT  0.99991880   +0 18 12.4
 KV3962;SPC NJ       -   741,011.78    620,378.42   sFT  0.99991880   +0 18 12.4
 KV3962;SPC NY L     -    77,748.532   296,943.419   MT  0.99999494   -0 01 25.4
 KV3962;SPC NY L     -   255,079.98    974,221.87   sFT  0.99999494   -0 01 25.4
 KV3962;UTM  18      - 4,524,418.205   581,215.792   MT  0.99968118   +0 37 50.2
 KV3962
 KV3962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3962!SPC NJ       -   1.00000488  x   0.99991880  =   0.99992368
 KV3962!SPC NY L     -   1.00000488  x   0.99999494  =   0.99999982
 KV3962!UTM  18      -   1.00000488  x   0.99968118  =   0.99968606
 KV3962
 KV3962:                Primary Azimuth Mark                     Grid Az
 KV3962:SPC NJ       -  SCHOOL 6                                 235 21 39.1
 KV3962:SPC NY L     -  SCHOOL 6                                 235 41 16.9
 KV3962:UTM  18      -  SCHOOL 6                                 235 02 01.3
 KV3962
 KV3962|---------------------------------------------------------------------|
 KV3962| PID    Reference Object                     Distance      Geod. Az  |
 KV3962|                                                           dddmmss.s |
 KV3962| KV3942 SCHOOL 6                            451.954 METERS 2353951.5 |
 KV3962| KV3911 DOME                                APPROX. 1.5 KM 3341610.1 |
 KV3962|---------------------------------------------------------------------|
 KV3962
 KV3962                          SUPERSEDED SURVEY CONTROL
 KV3962
 KV3962  NAD 83(1996)-  40 52 00.49593(N)    074 02 10.52423(W) AD(       ) 3
 KV3962  NAD 83(1996)-  40 52 00.49495(N)    074 02 10.52552(W) AD(       ) 3
 KV3962  NAD 83(1992)-  40 52 00.49249(N)    074 02 10.52606(W) AD(       ) 3
 KV3962  NAD 83(1986)-  40 52 00.50181(N)    074 02 10.52257(W) AD(       ) 3
 KV3962  NAD 27      -  40 52 00.13900(N)    074 02 12.02300(W) AD(       ) 3
 KV3962
 KV3962.Superseded values are not recommended for survey control.
 KV3962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3962.See file dsdata.txt to determine how the superseded data were derived.
 KV3962
 KV3962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8121624418(NAD 83)
 KV3962_MARKER: Z = SEE DESCRIPTION
 KV3962_SETTING: 0 = UNSPECIFIED SETTING
 KV3962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3962
 KV3962  HISTORY     - Date     Condition        Report By
 KV3962  HISTORY     - 1932     MONUMENTED       USE
 KV3962  HISTORY     - 1933     GOOD             CGS
 KV3962
 KV3962                          STATION DESCRIPTION
 KV3962
 KV3962'DESCRIBED BY US ENGINEERS 1932 (RWW)
 KV3962'THIS STATION IS ON THE W SIDE OF THE HACKENSACK RIVER, IN THE
 KV3962'CITY OF HACKENSACK AT THE E END OF RENNER STREET.  IT IS
 KV3962'LOCATED ON ABRAHAMS WHARF, NEAR THE NE CORNER OF THIS CONCRETE
 KV3962'STRUCTURE.
 KV3962'
 KV3962'STATION IS MARKED BY A 3/4-INCH IRON PIPE IN THE TOP OF A
 KV3962'TRUNCATED-PYRAMIDAL CONCRETE MONUMENT.  NO REFERENCE MARKS WERE
 KV3962'PLACED.  REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV3962'
 KV3962'NORMAL TO E EDGE OF CONCRETE WHARF 1.24 METERS.
 KV3962'
 KV3962'NORMAL TO N EDGE OF CONCRETE WHARF 11.5 METERS.
 KV3962'
 KV3962'TO NE CORNER EDGE OF CONCRETE WHARF 11.7 METERS.
 KV3962'
 KV3962'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD SET-UPS
 KV3962'ON THE CONCRETE.
 KV3962
 KV3962                          STATION RECOVERY (1933)
 KV3962
 KV3962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3962'RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH THE FOLLOWING
 KV3962'EXCEPTION--
 KV3962'
 KV3962'THE REFERENCE MEASUREMENTS TO CONCRETE WHARF SHOULD BE LISTED
 KV3962'AS TO THE WOODEN BULKHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8455 ***********************************************************************
 AI8455  DESIGNATION -  HK 76
 AI8455  PID         -  AI8455
 AI8455  STATE/COUNTY-  NJ/BERGEN
 AI8455  USGS QUAD   -  HACKENSACK (1997)
 AI8455
 AI8455                         *CURRENT SURVEY CONTROL
 AI8455  ___________________________________________________________________
 AI8455* NAD 83(1986)-  40 52 50.     (N)    074 02 30.     (W)     SCALED    
 AI8455* NAVD 88     -         2.328  (meters)       7.64   (feet)  ADJUSTED  
 AI8455  ___________________________________________________________________
 AI8455  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 AI8455  DYNAMIC HT  -           2.327 (meters)       7.63  (feet)  COMP
 AI8455  MODELED GRAV-     980,239.6   (mgal)                       NAVD 88
 AI8455
 AI8455  VERT ORDER  -  FIRST     CLASS II
 AI8455
 AI8455.The horizontal coordinates were scaled from a topographic map and have
 AI8455.an estimated accuracy of +/- 6 seconds.
 AI8455
 AI8455.The orthometric height was determined by differential leveling
 AI8455.and adjusted by the National Geodetic Survey in March 2001..
 AI8455.No vertical observational check was made to the station.
 AI8455
 AI8455.The geoid height was determined by GEOID03.
 AI8455
 AI8455.The dynamic height is computed by dividing the NAVD 88
 AI8455.geopotential number by the normal gravity value computed on the
 AI8455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8455.degrees latitude (g = 980.6199 gals.).
 AI8455
 AI8455.The modeled gravity was interpolated from observed gravity values.
 AI8455
 AI8455;                    North         East    Units  Estimated Accuracy
 AI8455;SPC NJ       -   227,390.      188,630.      MT  (+/- 180 meters Scaled)
 AI8455
 AI8455                          SUPERSEDED SURVEY CONTROL
 AI8455
 AI8455.No superseded survey control is available for this station.
 AI8455
 AI8455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL807259(NAD 83)
 AI8455_MARKER: DD = SURVEY DISK
 AI8455_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI8455_SP_SET: BRIDGE ABUTMENT
 AI8455_STAMPING: U.S.H.L. MON.HK. 76 1963
 AI8455_MARK LOGO: USE   
 AI8455_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8455+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1998
 AI8455
 AI8455  HISTORY     - Date     Condition        Report By
 AI8455  HISTORY     - 1963     MONUMENTED       USE
 AI8455  HISTORY     - 19980911 GOOD             NJGS
 AI8455  HISTORY     - 20020808 GOOD             USGS
 AI8455  HISTORY     - 20040820 GOOD             USGS
 AI8455  HISTORY     - 20060422 GOOD             GEOCAC
 AI8455
 AI8455                          STATION DESCRIPTION
 AI8455
 AI8455'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI8455'THE STATION IS LOCATED IN THE CITY OF HACKENSACK ON THE SOUTH SIDE OF
 AI8455'COURT STREET.  TO REACH THE STATION FROM THE INTERSECTION OF RIVER
 AI8455'STREET AND COURT STREET, GO EAST ON COURT STREET FOR 0.05 MI (0.08 KM)
 AI8455'TO THE STEEL TRUSS SWING BRIDGE CARRYING COURT STREET OVER THE
 AI8455'HACKENSACK RIVER AND THE STATION ON THE RIGHT, SET FLUSH IN A DRILL
 AI8455'HOLE IN THE TOP OF THE SOUTHWEST ABUTMENT.  THE STATION IS 1.3 M (4.3
 AI8455'FT) SOUTH FROM THE SOUTH CURB OF COURT STREET, 1.1 M (3.6 FT) NORTH
 AI8455'FROM THE SOUTH PARAPET WALL OF THE BRIDGE, 6.4 M (21.0 FT) NORTHEAST
 AI8455'FROM A LAMP POST WITH THREE LIGHTS ATTACHED AND 13.2 M (43.3 FT) SOUTH
 AI8455'SOUTHEAST FROM THE SOUTHEAST CORNER OF THE BRIDGE OPERATORS HOUSE.
 AI8455
 AI8455                          STATION RECOVERY (2002)
 AI8455
 AI8455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 AI8455'RECOVERED IN GOOD CONDITION.
 AI8455
 AI8455                          STATION RECOVERY (2004)
 AI8455
 AI8455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (PBR)
 AI8455'RECOVERED IN GOOD CONDITION.
 AI8455
 AI8455                          STATION RECOVERY (2006)
 AI8455
 AI8455'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AI8455'HANDHELD COORDINATES ARE N40-52-44.88 W074-02-24.96.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4791 ***********************************************************************
 KV4791  DESIGNATION -  HLR 23 USE 1931
 KV4791  PID         -  KV4791
 KV4791  STATE/COUNTY-  NJ/ESSEX
 KV4791  USGS QUAD   -  ELIZABETH (1995)
 KV4791
 KV4791                         *CURRENT SURVEY CONTROL
 KV4791  ___________________________________________________________________
 KV4791* NAD 83(1996)-  40 40 52.98390(N)    074 08 42.86564(W)     ADJUSTED  
 KV4791* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4791  ___________________________________________________________________
 KV4791  LAPLACE CORR-           5.91  (seconds)                    DEFLEC99
 KV4791  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KV4791
 KV4791  HORZ ORDER  -  THIRD
 KV4791
 KV4791.The horizontal coordinates were established by classical geodetic methods
 KV4791.and adjusted by the National Geodetic Survey in September 1999..
 KV4791
 KV4791.The orthometric height was scaled from a topographic map.
 KV4791
 KV4791.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4791
 KV4791.The geoid height was determined by GEOID03.
 KV4791
 KV4791;                    North         East     Units Scale Factor Converg.
 KV4791;SPC NJ       -   205,229.095   179,988.058   MT  0.99991107   +0 13 52.5
 KV4791;SPC NJ       -   673,322.46    590,510.82   sFT  0.99991107   +0 13 52.5
 KV4791;SPC NY L     -    57,167.345   287,721.528   MT  0.99999921   -0 05 42.0
 KV4791;SPC NY L     -   187,556.53    943,966.38   sFT  0.99999921   -0 05 42.0
 KV4791;UTM  18      - 4,503,739.917   572,232.048   MT  0.99966422   +0 33 25.9
 KV4791
 KV4791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4791!SPC NJ       -   1.00000495  x   0.99991107  =   0.99991602
 KV4791!SPC NY L     -   1.00000495  x   0.99999921  =   1.00000416
 KV4791!UTM  18      -   1.00000495  x   0.99966422  =   0.99966917
 KV4791
 KV4791:                Primary Azimuth Mark                     Grid Az
 KV4791:SPC NJ       -  B 2                                      108 56 50.7
 KV4791:SPC NY L     -  B 2                                      109 16 25.2
 KV4791:UTM  18      -  B 2                                      108 37 17.3
 KV4791
 KV4791|---------------------------------------------------------------------|
 KV4791| PID    Reference Object                     Distance      Geod. Az  |
 KV4791|                                                           dddmmss.s |
 KV4791| KV4414 B 2                                 APPROX. 2.2 KM 1091043.2 |
 KV4791|---------------------------------------------------------------------|
 KV4791
 KV4791                          SUPERSEDED SURVEY CONTROL
 KV4791
 KV4791  NAD 83(1996)-  40 40 52.98380(N)    074 08 42.86566(W) AD(       ) 3
 KV4791  NAD 83(1986)-  40 40 52.98161(N)    074 08 42.86650(W) AD(       ) 3
 KV4791  NAD 27      -  40 40 52.61300(N)    074 08 44.34800(W) AD(       ) 3
 KV4791
 KV4791.Superseded values are not recommended for survey control.
 KV4791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4791.See file dsdata.txt to determine how the superseded data were derived.
 KV4791
 KV4791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7223203740(NAD 83)
 KV4791_MARKER: I = METAL ROD
 KV4791_SETTING: 0 = UNSPECIFIED SETTING
 KV4791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4791
 KV4791  HISTORY     - Date     Condition        Report By
 KV4791  HISTORY     - 1931     MONUMENTED       USE
 KV4791  HISTORY     - 1934     MARK NOT FOUND   CGS
 KV4791
 KV4791                          STATION DESCRIPTION
 KV4791
 KV4791'DESCRIBED BY US ENGINEERS 1931 (RWW)
 KV4791'STATION RECOVERED IN FAIR CONDITION FROM HARBOR LINE BOARD (USE)
 KV4791'BLUEPRINT SKETCH AND DESCRIPTION, THE LATTER READING--N.B.23 IS
 KV4791'SQUARE TOP CONCRETE AND DRAIN TILE MONUMENT CENTERED BY A
 KV4791'3/8-INCH BRASS PLUG SET FLUSH WITH GROUND.  THE SKETCH SHOWS IT AS
 KV4791'216.5 FEET FROM THE OUTER FACE OF THE S BULKHEAD, AND 55.45 FEET
 KV4791'FROM THE OUTER FACE OF THE E BULKHEAD.
 KV4791'
 KV4791'A COMPLETE DESCRIPTION FOLLOWS--
 KV4791'
 KV4791'THE STATION IS ON THE W SHORE OF NEWARK BAY, JUST N OF THE
 KV4791'CREEK DIVIDING ESSEX AND UNION COUNTIES.  IT IS LOCATED IN SOLID
 KV4791'EARTH 63.5 METERS N OF THE CENTER LINE OF THE BULKHEAD PARALLELING
 KV4791'THIS CREEK, AND 16.5 METERS W OF THE CENTER LINE OF THE
 KV4791'BULKHEAD OF A NARROW N-S CREEK.  IT IS SLIGHTLY INSIDE THE TALL
 KV4791'GRASS LINE, APPROXIMATELY 7 METERS INSHORE OF STORM-WATER LINE
 KV4791'AND 4 FEET ABOVE HIGH WATER.  THERE ARE SEVERAL FAIR-SIZED
 KV4791'TREES APPROXIMATELY 150 METERS INLAND FROM THE STATION.
 KV4791'
 KV4791'STATION IS NOW MARKED BY A 1/4-INCH COPPER ROD (PROJECTING 1/2
 KV4791'INCH AND SLIGHTLY BENT OVER) SET IN AN 8-INCH SQUARE-TOPPED
 KV4791'CONCRETE MASS SURROUNDED BY PIECES OF RED BRICK, ALL SET FLUSH
 KV4791'WITH THE GROUND.  NO REFERENCE MARKS WERE PLACED, NOR ANY
 KV4791'REFERENCE MEASUREMENTS TAKEN.
 KV4791'
 KV4791'NO OBSERVERS PLATFORM IS NECESSARY.
 KV4791
 KV4791                          STATION RECOVERY (1934)
 KV4791
 KV4791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4791'STATION COULD NOT BE FOUND AFTER A REASONABLE LENGTH OF TIME WAS
 KV4791'EXPENDED IN THE SEARCH.  IT IS BELIEVED TO BE BURIED IN MUD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4112 ***********************************************************************
 KV4112  DESIGNATION -  HOBOKEN H R MALLINSON TANK
 KV4112  PID         -  KV4112
 KV4112  STATE/COUNTY-  NJ/HUDSON
 KV4112  USGS QUAD   -  WEEHAWKEN (1995)
 KV4112
 KV4112                         *CURRENT SURVEY CONTROL
 KV4112  ___________________________________________________________________
 KV4112* NAD 83(1996)-  40 45 31.18909(N)    074 02 16.26547(W)     ADJUSTED  
 KV4112* NAVD 88     -                                                        
 KV4112  ___________________________________________________________________
 KV4112  LAPLACE CORR-           5.95  (seconds)                    DEFLEC99
 KV4112  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KV4112
 KV4112  HORZ ORDER  -  THIRD
 KV4112
 KV4112.The horizontal coordinates were established by classical geodetic methods
 KV4112.and adjusted by the National Geodetic Survey in September 1999..
 KV4112
 KV4112
 KV4112.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4112
 KV4112.The geoid height was determined by GEOID03.
 KV4112
 KV4112;                    North         East     Units Scale Factor Converg.
 KV4112;SPC NJ       -   213,852.205   189,020.589   MT  0.99991873   +0 18 06.2
 KV4112;SPC NJ       -   701,613.44    620,145.05   sFT  0.99991873   +0 18 06.2
 KV4112;SPC NY L     -    65,739.577   296,803.780   MT  0.99999617   -0 01 29.1
 KV4112;SPC NY L     -   215,680.60    973,763.73   sFT  0.99999617   -0 01 29.1
 KV4112;UTM  18      - 4,512,412.211   581,213.161   MT  0.99968118   +0 37 41.5
 KV4112
 KV4112                          SUPERSEDED SURVEY CONTROL
 KV4112
 KV4112  NAD 83(1996)-  40 45 31.18908(N)    074 02 16.26548(W) AD(       ) 4
 KV4112  NAD 83(1996)-  40 45 31.18865(N)    074 02 16.26616(W) AD(       ) 4
 KV4112  NAD 83(1992)-  40 45 31.18776(N)    074 02 16.26650(W) AD(       ) 4
 KV4112  NAD 83(1986)-  40 45 31.19056(N)    074 02 16.26831(W) AD(       ) 4
 KV4112  NAD 27      -  40 45 30.82300(N)    074 02 17.75700(W) AD(       ) 3
 KV4112
 KV4112.Superseded values are not recommended for survey control.
 KV4112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4112.See file dsdata.txt to determine how the superseded data were derived.
 KV4112
 KV4112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8121312412(NAD 83)
 KV4112_MARKER: 53 = ELEVATED TANK
 KV4112
 KV4112  HISTORY     - Date     Condition        Report By
 KV4112  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4112
 KV4112                          STATION DESCRIPTION
 KV4112
 KV4112'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4112'THE ROOF TANK W OF THE HUDSON RIVER, IN HOBOKEN ON THE S SIDE OF
 KV4112'11TH STREET BETWEEN NEW YORK AND BERGENLINE AVENUES ATOP THE
 KV4112'H.R. MALLINSON AND COMPANY BUILDING (A 2-STORY CONCRETE
 KV4112'STRUCTURE).  IT IS A CONICAL-TOP, GREEN, WOODEN TANK (THE ONLY
 KV4112'WATER TANK IN THIS VICINITY) SUPPORTED BY A STEEL STRUCTURE.
 KV4112'
 KV4112'THE STATION IS THE TANKS SPIKE-APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4339 ***********************************************************************
 KV4339  DESIGNATION -  HOBOKEN HOLLAND TUN BREATHER
 KV4339  PID         -  KV4339
 KV4339  STATE/COUNTY-  NJ/HUDSON
 KV4339  USGS QUAD   -  JERSEY CITY (1981)
 KV4339
 KV4339                         *CURRENT SURVEY CONTROL
 KV4339  ___________________________________________________________________
 KV4339* NAD 83(1996)-  40 43 42.26736(N)    074 01 36.73216(W)     ADJUSTED  
 KV4339* NAVD 88     -                                                        
 KV4339  ___________________________________________________________________
 KV4339  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 KV4339  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KV4339
 KV4339  HORZ ORDER  -  THIRD
 KV4339
 KV4339.The horizontal coordinates were established by classical geodetic methods
 KV4339.and adjusted by the National Geodetic Survey in September 1999..
 KV4339
 KV4339
 KV4339.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4339
 KV4339.The geoid height was determined by GEOID03.
 KV4339
 KV4339;                    North         East     Units Scale Factor Converg.
 KV4339;SPC NJ       -   210,497.564   189,965.898   MT  0.99991965   +0 18 31.4
 KV4339;SPC NJ       -   690,607.42    623,246.45   sFT  0.99991965   +0 18 31.4
 KV4339;SPC NY L     -    62,379.345   297,730.036   MT  0.99999715   -0 01 03.3
 KV4339;SPC NY L     -   204,656.23    976,802.63   sFT  0.99999715   -0 01 03.3
 KV4339;UTM  18      - 4,509,063.803   582,177.335   MT  0.99968312   +0 38 05.9
 KV4339
 KV4339                          SUPERSEDED SURVEY CONTROL
 KV4339
 KV4339  NAD 83(1996)-  40 43 42.26735(N)    074 01 36.73215(W) AD(       ) 4
 KV4339  NAD 83(1996)-  40 43 42.26714(N)    074 01 36.73267(W) AD(       ) 4
 KV4339  NAD 83(1992)-  40 43 42.26655(N)    074 01 36.73328(W) AD(       ) 4
 KV4339  NAD 83(1986)-  40 43 42.26822(N)    074 01 36.73443(W) AD(       ) 4
 KV4339  NAD 27      -  40 43 41.90200(N)    074 01 38.22600(W) AD(       ) 3
 KV4339
 KV4339.Superseded values are not recommended for survey control.
 KV4339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4339.See file dsdata.txt to determine how the superseded data were derived.
 KV4339
 KV4339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8217709064(NAD 83)
 KV4339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4339+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001
 KV4339
 KV4339  HISTORY     - Date     Condition        Report By
 KV4339  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4339  HISTORY     - 20010319 GOOD             PORANY
 KV4339  HISTORY     - 20010407 MARK NOT FOUND   USPSQD
 KV4339
 KV4339                          STATION DESCRIPTION
 KV4339
 KV4339'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4339'A PROMINENT WATERFRONT STRUCTURE, ON THE W SIDE OF THE HUDSON
 KV4339'RIVER IN HOBOKEN ON THE E END OF THE DOLLAR LINE PIER.  IT IS A
 KV4339'RECTANGULAR, FLAT-ROOFED, BUFF-BRICK STRUCTURE SERVING AS A
 KV4339'VENTILATOR FOR THE HOLLAND TUNNEL AND IS THE MOST PROMINENT
 KV4339'BUILDING IN THE VICINITY.
 KV4339'
 KV4339'THE STATION IS THE CENTER OF THE BUILDING TOP, APPROXIMATELY
 KV4339'70 FEET ABOVE THE PIER FLOOR.
 KV4339
 KV4339                          STATION RECOVERY (2001)
 KV4339
 KV4339'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV4339'RECOVERED IN GOOD CONDITION.
 KV4339
 KV4339                          STATION RECOVERY (2001)
 KV4339
 KV4339'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV4339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4269 ***********************************************************************
 KV4269  DESIGNATION -  HOBOKEN LACKAWANNA RR DEPOT FP
 KV4269  PID         -  KV4269
 KV4269  STATE/COUNTY-  NJ/HUDSON
 KV4269  USGS QUAD   -  JERSEY CITY (1981)
 KV4269
 KV4269                         *CURRENT SURVEY CONTROL
 KV4269  ___________________________________________________________________
 KV4269* NAD 83(1996)-  40 44 05.81659(N)    074 01 38.56788(W)     ADJUSTED  
 KV4269* NAVD 88     -                                                        
 KV4269  ___________________________________________________________________
 KV4269  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 KV4269  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 KV4269
 KV4269  HORZ ORDER  -  THIRD
 KV4269
 KV4269.The horizontal coordinates were established by classical geodetic methods
 KV4269.and adjusted by the National Geodetic Survey in September 1999..
 KV4269
 KV4269
 KV4269.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4269
 KV4269.The geoid height was determined by GEOID03.
 KV4269
 KV4269;                    North         East     Units Scale Factor Converg.
 KV4269;SPC NJ       -   211,223.683   189,918.914   MT  0.99991961   +0 18 30.3
 KV4269;SPC NJ       -   692,989.70    623,092.30   sFT  0.99991961   +0 18 30.3
 KV4269;SPC NY L     -    63,105.776   297,687.185   MT  0.99999691   -0 01 04.5
 KV4269;SPC NY L     -   207,039.53    976,662.04   sFT  0.99999691   -0 01 04.5
 KV4269;UTM  18      - 4,509,789.471   582,126.229   MT  0.99968302   +0 38 05.0
 KV4269
 KV4269                          SUPERSEDED SURVEY CONTROL
 KV4269
 KV4269  NAD 83(1996)-  40 44 05.81658(N)    074 01 38.56787(W) AD(       ) 4
 KV4269  NAD 83(1996)-  40 44 05.81634(N)    074 01 38.56838(W) AD(       ) 4
 KV4269  NAD 83(1992)-  40 44 05.81568(N)    074 01 38.56881(W) AD(       ) 4
 KV4269  NAD 83(1986)-  40 44 05.81743(N)    074 01 38.56977(W) AD(       ) 4
 KV4269  NAD 27      -  40 44 05.45200(N)    074 01 40.06300(W) AD(       ) 3
 KV4269
 KV4269.Superseded values are not recommended for survey control.
 KV4269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4269.See file dsdata.txt to determine how the superseded data were derived.
 KV4269
 KV4269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8212609789(NAD 83)
 KV4269_MARKER: 62 = FLAGPOLE
 KV4269
 KV4269  HISTORY     - Date     Condition        Report By
 KV4269  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4269
 KV4269                          STATION DESCRIPTION
 KV4269
 KV4269'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4269'THE FLAGPOLE, ON THE W SIDE OF THE HUDSON RIVER IN HOBOKEN, AT
 KV4269'THE FOOT OF HUDSON PLACE, SURMOUNTING THE OPEN SPIRE-LIKE ROOF OF
 KV4269'THE CLOCK-TOWER WHICH RISES FROM THE E SIDE OF THE LACKAWANNA
 KV4269'RAILROAD DEPOT.  IT IS A SHORT, ROUND, WOODEN FLAGPOLE.
 KV4269'
 KV4269'THE STATION IS THE BASE OF THE FLAGPOLE, AT THE SPIRE-APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4277 ***********************************************************************
 KV4277  DESIGNATION -  HOBOKEN LACKAWANNA WMCA TOWER
 KV4277  PID         -  KV4277
 KV4277  STATE/COUNTY-  NJ/HUDSON
 KV4277  USGS QUAD   -  JERSEY CITY (1981)
 KV4277
 KV4277                         *CURRENT SURVEY CONTROL
 KV4277  ___________________________________________________________________
 KV4277* NAD 83(1996)-  40 44 02.08069(N)    074 01 45.01856(W)     ADJUSTED  
 KV4277* NAVD 88     -                                                        
 KV4277  ___________________________________________________________________
 KV4277  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 KV4277  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KV4277
 KV4277  HORZ ORDER  -  THIRD
 KV4277
 KV4277.The horizontal coordinates were established by classical geodetic methods
 KV4277.and adjusted by the National Geodetic Survey in September 1999..
 KV4277
 KV4277
 KV4277.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4277
 KV4277.The geoid height was determined by GEOID03.
 KV4277
 KV4277;                    North         East     Units Scale Factor Converg.
 KV4277;SPC NJ       -   211,107.640   189,768.186   MT  0.99991946   +0 18 26.1
 KV4277;SPC NJ       -   692,608.98    622,597.79   sFT  0.99991946   +0 18 26.1
 KV4277;SPC NY L     -    62,990.584   297,535.787   MT  0.99999695   -0 01 08.7
 KV4277;SPC NY L     -   206,661.61    976,165.33   sFT  0.99999695   -0 01 08.7
 KV4277;UTM  18      - 4,509,672.599   581,976.200   MT  0.99968271   +0 38 00.8
 KV4277
 KV4277                          SUPERSEDED SURVEY CONTROL
 KV4277
 KV4277  NAD 83(1996)-  40 44 02.08068(N)    074 01 45.01855(W) AD(       ) 4
 KV4277  NAD 83(1996)-  40 44 02.08044(N)    074 01 45.01906(W) AD(       ) 4
 KV4277  NAD 83(1992)-  40 44 02.07979(N)    074 01 45.01949(W) AD(       ) 4
 KV4277  NAD 83(1986)-  40 44 02.08145(N)    074 01 45.02044(W) AD(       ) 4
 KV4277  NAD 27      -  40 44 01.71600(N)    074 01 46.51300(W) AD(       ) 3
 KV4277
 KV4277.Superseded values are not recommended for survey control.
 KV4277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4277.See file dsdata.txt to determine how the superseded data were derived.
 KV4277
 KV4277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8197609673(NAD 83)
 KV4277_MARKER: 43 = RADIO/TV TOWER
 KV4277
 KV4277  HISTORY     - Date     Condition        Report By
 KV4277  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4277
 KV4277                          STATION DESCRIPTION
 KV4277
 KV4277'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4277'THE PROMINENT RADIO TOWER, W OF THE HUDSON RIVER IN HOBOKEN, IN
 KV4277'THE FREIGHT YARD OF THE LACKAWANNA RAILROAD, RISING ABOVE THE
 KV4277'SMALL FREIGHT OFFICE BETWEEN PIERS NO.1 AND NO.2.  IT IS A
 KV4277'SLENDER, BLACK, LATTICE-STEEL TOWER SUPPORTING THE AERIAL OF RADIO
 KV4277'STATION W M C A.
 KV4277'
 KV4277'THE STATION IS THE MASTS TOP-CENTER, APPROXIMATELY 400 FEET ABOVE
 KV4277'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4281 ***********************************************************************
 KV4281  DESIGNATION -  HOBOKEN LACKAWANNA TERM TANK
 KV4281  PID         -  KV4281
 KV4281  STATE/COUNTY-  NJ/HUDSON
 KV4281  USGS QUAD   -  JERSEY CITY (1981)
 KV4281
 KV4281                         *CURRENT SURVEY CONTROL
 KV4281  ___________________________________________________________________
 KV4281* NAD 83(1996)-  40 44 01.50231(N)    074 02 37.84980(W)     ADJUSTED  
 KV4281* NAVD 88     -                                                        
 KV4281  ___________________________________________________________________
 KV4281  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 KV4281  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 KV4281
 KV4281  HORZ ORDER  -  THIRD
 KV4281
 KV4281.The horizontal coordinates were established by classical geodetic methods
 KV4281.and adjusted by the National Geodetic Survey in September 1999..
 KV4281
 KV4281
 KV4281.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4281
 KV4281.The geoid height was determined by GEOID03.
 KV4281
 KV4281;                    North         East     Units Scale Factor Converg.
 KV4281;SPC NJ       -   211,083.257   188,528.732   MT  0.99991827   +0 17 51.6
 KV4281;SPC NJ       -   692,528.99    618,531.35   sFT  0.99991827   +0 17 51.6
 KV4281;SPC NY L     -    62,973.260   296,296.117   MT  0.99999695   -0 01 43.2
 KV4281;SPC NY L     -   206,604.77    972,098.18   sFT  0.99999695   -0 01 43.2
 KV4281;UTM  18      - 4,509,641.165   580,737.199   MT  0.99968023   +0 37 26.3
 KV4281
 KV4281                          SUPERSEDED SURVEY CONTROL
 KV4281
 KV4281  NAD 83(1996)-  40 44 01.50230(N)    074 02 37.84980(W) AD(       ) 4
 KV4281  NAD 83(1996)-  40 44 01.50203(N)    074 02 37.85029(W) AD(       ) 4
 KV4281  NAD 83(1992)-  40 44 01.50140(N)    074 02 37.85059(W) AD(       ) 4
 KV4281  NAD 83(1986)-  40 44 01.50276(N)    074 02 37.85213(W) AD(       ) 4
 KV4281  NAD 27      -  40 44 01.13700(N)    074 02 39.34100(W) AD(       ) 3
 KV4281
 KV4281.Superseded values are not recommended for survey control.
 KV4281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4281.See file dsdata.txt to determine how the superseded data were derived.
 KV4281
 KV4281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8073709641(NAD 83)
 KV4281_MARKER: 53 = ELEVATED TANK
 KV4281
 KV4281  HISTORY     - Date     Condition        Report By
 KV4281  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4281
 KV4281                          STATION DESCRIPTION
 KV4281
 KV4281'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4281'STATION IS THE ROOF TANK W OF THE HUDSON RIVER IN HOBOKEN ON THE
 KV4281'N SIDE OF 16TH STREET AND OCCUPYING THE ENTIRE BLOCK BETWEEN
 KV4281'JERSEY AVENUE AND GROVE STREET, ATOP THE LACKAWANNA WAREHOUSE
 KV4281'AND FREIGHT TERMINAL, RISING FROM THE W SIDE OF THIS LARGE,
 KV4281'7-STORY, RED-BRICK BUILDING.  IT IS A CONICAL-TOP, BLACK, STEEL
 KV4281'WATER TANK, SUPPORTED BY A SPIDER FRAME.
 KV4281'
 KV4281'THE STATION IS THE TANKS BALL-APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4120 ***********************************************************************
 KV4120  DESIGNATION -  HOBOKEN LIPTON TEA CO CHIMNEY
 KV4120  PID         -  KV4120
 KV4120  STATE/COUNTY-  NJ/HUDSON
 KV4120  USGS QUAD   -  WEEHAWKEN (1995)
 KV4120
 KV4120                         *CURRENT SURVEY CONTROL
 KV4120  ___________________________________________________________________
 KV4120* NAD 83(1996)-  40 45 17.47496(N)    074 01 34.42844(W)     ADJUSTED  
 KV4120* NAVD 88     -                                                        
 KV4120  ___________________________________________________________________
 KV4120  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 KV4120  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 KV4120
 KV4120  HORZ ORDER  -  THIRD
 KV4120
 KV4120.The horizontal coordinates were established by classical geodetic methods
 KV4120.and adjusted by the National Geodetic Survey in September 1999..
 KV4120
 KV4120
 KV4120.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4120
 KV4120.The geoid height was determined by GEOID03.
 KV4120
 KV4120;                    North         East     Units Scale Factor Converg.
 KV4120;SPC NJ       -   213,434.438   190,004.105   MT  0.99991969   +0 18 33.5
 KV4120;SPC NJ       -   700,242.82    623,371.80   sFT  0.99991969   +0 18 33.5
 KV4120;SPC NY L     -    65,316.180   297,784.976   MT  0.99999628   -0 01 01.8
 KV4120;SPC NY L     -   214,291.50    976,982.88   sFT  0.99999628   -0 01 01.8
 KV4120;UTM  18      - 4,512,000.152   582,198.808   MT  0.99968316   +0 38 08.6
 KV4120
 KV4120                          SUPERSEDED SURVEY CONTROL
 KV4120
 KV4120  NAD 83(1996)-  40 45 17.47495(N)    074 01 34.42845(W) AD(       ) 4
 KV4120  NAD 83(1996)-  40 45 17.47466(N)    074 01 34.42915(W) AD(       ) 4
 KV4120  NAD 83(1992)-  40 45 17.47385(N)    074 01 34.42962(W) AD(       ) 4
 KV4120  NAD 83(1986)-  40 45 17.47634(N)    074 01 34.43096(W) AD(       ) 4
 KV4120  NAD 27      -  40 45 17.11000(N)    074 01 35.92200(W) AD(       ) 3
 KV4120
 KV4120.Superseded values are not recommended for survey control.
 KV4120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4120.See file dsdata.txt to determine how the superseded data were derived.
 KV4120
 KV4120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8219912000(NAD 83)
 KV4120_MARKER: 85 = CHIMNEY
 KV4120
 KV4120  HISTORY     - Date     Condition        Report By
 KV4120  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4120
 KV4120                          STATION DESCRIPTION
 KV4120
 KV4120'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4120'THE TALL CHIMNEY ON THE W SIDE OF THE HUDSON RIVER, IN HOBOKEN ON
 KV4120'THE E SIDE OF, AND AT, THE FOOT OF BLOOMFIELD AVENUE IN THE PLANT
 KV4120'OF THE LIPTON TEA COMPANY, RISING FROM THE GROUND AT THE SW CORNER
 KV4120'OF THE POWER HOUSE.  IT IS AN ORDINARY-TYPE, ROUND, YELLOW-BRICK
 KV4120'CHIMNEY HAVING A PLAIN TOP (THE TALLEST IN THE VICINITY).
 KV4120'
 KV4120'THE STATION IS THE CHIMNEY-TOP, APPROXIMATELY 200 FEET ABOVE
 KV4120'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4267 ***********************************************************************
 KV4267  DESIGNATION -  HOBOKEN ST PETERS AND PAULS CH
 KV4267  PID         -  KV4267
 KV4267  STATE/COUNTY-  NJ/HUDSON
 KV4267  USGS QUAD   -  JERSEY CITY (1981)
 KV4267
 KV4267                         *CURRENT SURVEY CONTROL
 KV4267  ___________________________________________________________________
 KV4267* NAD 83(1996)-  40 44 28.46310(N)    074 01 44.71100(W)     ADJUSTED  
 KV4267* NAVD 88     -                                                        
 KV4267  ___________________________________________________________________
 KV4267  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 KV4267  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 KV4267
 KV4267  HORZ ORDER  -  THIRD
 KV4267
 KV4267.The horizontal coordinates were established by classical geodetic methods
 KV4267.and adjusted by the National Geodetic Survey in September 1999..
 KV4267
 KV4267
 KV4267.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4267
 KV4267.The geoid height was determined by GEOID03.
 KV4267
 KV4267;                    North         East     Units Scale Factor Converg.
 KV4267;SPC NJ       -   211,921.417   189,771.038   MT  0.99991946   +0 18 26.4
 KV4267;SPC NJ       -   695,278.85    622,607.15   sFT  0.99991946   +0 18 26.4
 KV4267;SPC NY L     -    63,804.395   297,543.274   MT  0.99999670   -0 01 08.5
 KV4267;SPC NY L     -   209,331.59    976,189.89   sFT  0.99999670   -0 01 08.5
 KV4267;UTM  18      - 4,510,486.186   581,974.417   MT  0.99968271   +0 38 01.3
 KV4267
 KV4267                          SUPERSEDED SURVEY CONTROL
 KV4267
 KV4267  NAD 83(1996)-  40 44 28.46308(N)    074 01 44.71099(W) AD(       ) 4
 KV4267  NAD 83(1996)-  40 44 28.46278(N)    074 01 44.71158(W) AD(       ) 4
 KV4267  NAD 83(1992)-  40 44 28.46210(N)    074 01 44.71200(W) AD(       ) 4
 KV4267  NAD 83(1986)-  40 44 28.46422(N)    074 01 44.71306(W) AD(       ) 4
 KV4267  NAD 27      -  40 44 28.09900(N)    074 01 46.20400(W) AD(       ) 3
 KV4267
 KV4267.Superseded values are not recommended for survey control.
 KV4267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4267.See file dsdata.txt to determine how the superseded data were derived.
 KV4267
 KV4267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8197410486(NAD 83)
 KV4267_MARKER: 91 = CHURCH CROSS
 KV4267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4267+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001
 KV4267
 KV4267  HISTORY     - Date     Condition        Report By
 KV4267  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4267  HISTORY     - 20010319 GOOD             PORANY
 KV4267
 KV4267                          STATION DESCRIPTION
 KV4267
 KV4267'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4267'THE TOWER, W OF THE HUDSON RIVER, IN HOBOKEN ON THE NW CORNER OF
 KV4267'4TH AND HUDSON STREETS ATOP THE ST. PETERS AND ST. PAULS ROMAN
 KV4267'CATHOLIC CHURCH, RISING AT THE SW CORNER OF THIS RED-BRICK
 KV4267'BUILDING.  IT IS A SQUARE, RED-TILE-ROOFED TOWER SURMOUNTED BY A
 KV4267'GOLD CROSS.
 KV4267'
 KV4267'THE STATION IS THE BASE OF THE GOLD CROSS, APPROXIMATELY 60 FEET
 KV4267'ABOVE GROUND.
 KV4267
 KV4267                          STATION RECOVERY (2001)
 KV4267
 KV4267'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV4267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2873 ***********************************************************************
 JU2873  DESIGNATION -  HOE
 JU2873  PID         -  JU2873
 JU2873  STATE/COUNTY-  NJ/ATLANTIC
 JU2873  USGS QUAD   -  MARMORA (1994)
 JU2873
 JU2873                         *CURRENT SURVEY CONTROL
 JU2873  ___________________________________________________________________
 JU2873* NAD 83(1996)-  39 17 45.24315(N)    074 42 43.44450(W)     ADJUSTED  
 JU2873* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2873  ___________________________________________________________________
 JU2873  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 JU2873  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 JU2873
 JU2873  HORZ ORDER  -  THIRD
 JU2873
 JU2873.The horizontal coordinates were established by classical geodetic methods
 JU2873.and adjusted by the National Geodetic Survey in September 1999..
 JU2873
 JU2873.The orthometric height was scaled from a topographic map.
 JU2873
 JU2873.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2873
 JU2873.The geoid height was determined by GEOID03.
 JU2873
 JU2873;                    North         East     Units Scale Factor Converg.
 JU2873;SPC NJ       -    51,369.033   131,707.902   MT  0.99990412   -0 08 03.5
 JU2873;SPC NJ       -   168,533.24    432,111.68   sFT  0.99990412   -0 08 03.5
 JU2873;UTM  18      - 4,349,653.368   524,828.384   MT  0.99960759   +0 10 56.5
 JU2873
 JU2873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2873!SPC NJ       -   1.00000530  x   0.99990412  =   0.99990942
 JU2873!UTM  18      -   1.00000530  x   0.99960759  =   0.99961289
 JU2873
 JU2873:                Primary Azimuth Mark                     Grid Az
 JU2873:SPC NJ       -  NORTH ELECTRIC TOWER                     085 38 25.6
 JU2873:UTM  18      -  NORTH ELECTRIC TOWER                     085 19 25.6
 JU2873
 JU2873|---------------------------------------------------------------------|
 JU2873| PID    Reference Object                     Distance      Geod. Az  |
 JU2873|                                                           dddmmss.s |
 JU2873| JU2880 NORTH ELECTRIC TOWER                APPROX. 3.0 KM 0853022.1 |
 JU2873| CB2074 HOE RM 2                             20.120 METERS 08545     |
 JU2873| CB2073 HOE RM 1                             20.151 METERS 30830     |
 JU2873|---------------------------------------------------------------------|
 JU2873
 JU2873                          SUPERSEDED SURVEY CONTROL
 JU2873
 JU2873  NAD 83(1986)-  39 17 45.22947(N)    074 42 43.44680(W) AD(       ) 3
 JU2873  NAD 27      -  39 17 44.81500(N)    074 42 44.86900(W) AD(       ) 3
 JU2873
 JU2873.Superseded values are not recommended for survey control.
 JU2873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2873.See file dsdata.txt to determine how the superseded data were derived.
 JU2873
 JU2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2482849653(NAD 83)
 JU2873_MARKER: DS = TRIANGULATION STATION DISK
 JU2873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2873
 JU2873  HISTORY     - Date     Condition        Report By
 JU2873  HISTORY     - 1935     MONUMENTED       CGS
 JU2873  HISTORY     - 1937     GOOD             CGS
 JU2873  HISTORY     - 1950     GOOD             CGS
 JU2873  HISTORY     - 1983     SEE DESCRIPTION  USGS
 JU2873
 JU2873                          STATION DESCRIPTION
 JU2873
 JU2873'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2873'STATION IS LOCATED ON THE N BANK OF TUCKAHOE RIVER AT THE
 JU2873'SECOND BEND ABOVE THE MOUTH OF A SMALL CREEK IN THE SW
 JU2873'BANK.  STATION IS LOCATED AT THE PLACE WHERE THE RIVER BENDS
 JU2873'FROM NW TO SW AND ABOUT 15 METERS FROM THE LOW BRUSH LINE TOWARD
 JU2873'THE RIVER (S).
 JU2873'
 JU2873'SURFACE MARK IS STANDARD BRONZE DISK SET IN CONCRETE AS
 JU2873'DESCRIBED IN NOTE 1A.
 JU2873'
 JU2873'REFERENCE MARK NO.1 IS ON LINE (BY EYE) WITH TUCKAHOE CHURCH
 JU2873'STEEPLE AND IS ON THE BRUSH EDGE.
 JU2873'
 JU2873'REFERENCE MARK NO. 2 IS ON LINE (BY EYE) WITH WEST ELECTRIC.
 JU2873'
 JU2873'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 JU2873
 JU2873                          STATION RECOVERY (1937)
 JU2873
 JU2873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2873'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1
 JU2873'AND 2 IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION WAS FOUND TO
 JU2873'BE COMPLETE AND TOPOGRAPHIC FEATURES UNCHANGED.  STATION IS AT
 JU2873'SECOND BEND 1.0 NAUTICAL MILE ABOVE THE MOUTH OF CEDAR SWAMP
 JU2873'CREEK.
 JU2873'
 JU2873'IT CAN BE REACHED ONLY BY WATER.
 JU2873
 JU2873                          STATION RECOVERY (1950)
 JU2873
 JU2873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2873'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU2873'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL
 JU2873'TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS
 JU2873'ADEQUATE AND CORRECT WITH THE FOLLOWING EXCEPTIONS--
 JU2873'
 JU2873'THE TUCKAHOE CHURCH STEEPLE NO LONGER EXISTS.  REFERENCE MARK
 JU2873'2 IS ON LINE (BY EYE) WITH EAST ELECTRIC.  STATION MARK IS 97.0
 JU2873'FEET N OF THE N SHORE OF TUCKAHOE RIVER.  A 4- BY 4-INCH
 JU2873'WITNESS POST WAS SET 3.0 FEET N OF THE STATION.
 JU2873
 JU2873                          STATION RECOVERY (1983)
 JU2873
 JU2873'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JU2873'STATION DISK AND RM 1 AND 2 DESTROYED BY FROST ACTION.  ALL
 JU2873'DISKS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3973 ***********************************************************************
 KV3973  DESIGNATION -  HOF
 KV3973  PID         -  KV3973
 KV3973  STATE/COUNTY-  NJ/BERGEN
 KV3973  USGS QUAD   -  WEEHAWKEN (1995)
 KV3973
 KV3973                         *CURRENT SURVEY CONTROL
 KV3973  ___________________________________________________________________
 KV3973* NAD 83(1996)-  40 50 36.69977(N)    074 01 39.78883(W)     ADJUSTED  
 KV3973* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV3973  ___________________________________________________________________
 KV3973  LAPLACE CORR-           7.75  (seconds)                    DEFLEC99
 KV3973  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KV3973
 KV3973  HORZ ORDER  -  THIRD
 KV3973
 KV3973.The horizontal coordinates were established by classical geodetic methods
 KV3973.and adjusted by the National Geodetic Survey in September 1999..
 KV3973
 KV3973.The orthometric height was scaled from a topographic map.
 KV3973
 KV3973.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3973
 KV3973.The geoid height was determined by GEOID03.
 KV3973
 KV3973;                    North         East     Units Scale Factor Converg.
 KV3973;SPC NJ       -   223,280.026   189,825.344   MT  0.99991952   +0 18 31.9
 KV3973;SPC NJ       -   732,544.55    622,785.32   sFT  0.99991952   +0 18 31.9
 KV3973;SPC NY L     -    75,163.374   297,662.352   MT  0.99999491   -0 01 05.3
 KV3973;SPC NY L     -   246,598.50    976,580.57   sFT  0.99999491   -0 01 05.3
 KV3973;UTM  18      - 4,521,842.231   581,963.960   MT  0.99968269   +0 38 09.2
 KV3973
 KV3973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3973!SPC NJ       -   1.00000488  x   0.99991952  =   0.99992440
 KV3973!SPC NY L     -   1.00000488  x   0.99999491  =   0.99999979
 KV3973!UTM  18      -   1.00000488  x   0.99968269  =   0.99968757
 KV3973
 KV3973:                Primary Azimuth Mark                     Grid Az
 KV3973:SPC NJ       -  LITTLE FERRY SCHOOL                      047 33 07.4
 KV3973:SPC NY L     -  LITTLE FERRY SCHOOL                      047 52 44.6
 KV3973:UTM  18      -  LITTLE FERRY SCHOOL                      047 13 30.1
 KV3973
 KV3973|---------------------------------------------------------------------|
 KV3973| PID    Reference Object                     Distance      Geod. Az  |
 KV3973|                                                           dddmmss.s |
 KV3973| KV3979 LITTLE FERRY SCHOOL                 APPROX. 0.6 KM 0475139.3 |
 KV3973| KV4006 KILN                                APPROX. 1.1 KM 1730433.7 |
 KV3973| CB5181 HOF RM 2                                           18638     |
 KV3973| KV3968 MEHR                                267.066 METERS 27423     |
 KV3973| KV3970 RED WATER TANK                      439.591 METERS 2960527.9 |
 KV3973| KV4005 EAST TOLL                           APPROX. 0.6 KM 3423751.6 |
 KV3973| CB5180 HOF RM 1                                           35547     |
 KV3973|---------------------------------------------------------------------|
 KV3973
 KV3973                          SUPERSEDED SURVEY CONTROL
 KV3973
 KV3973  NAD 83(1996)-  40 50 36.69960(N)    074 01 39.78893(W) AD(       ) 3
 KV3973  NAD 83(1996)-  40 50 36.69820(N)    074 01 39.79042(W) AD(       ) 3
 KV3973  NAD 83(1992)-  40 50 36.69699(N)    074 01 39.79129(W) AD(       ) 3
 KV3973  NAD 83(1986)-  40 50 36.70291(N)    074 01 39.78604(W) AD(       ) 3
 KV3973  NAD 27      -  40 50 36.34000(N)    074 01 41.28800(W) AD(       ) 3
 KV3973
 KV3973.Superseded values are not recommended for survey control.
 KV3973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3973.See file dsdata.txt to determine how the superseded data were derived.
 KV3973
 KV3973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8196421842(NAD 83)
 KV3973_MARKER: DS = TRIANGULATION STATION DISK
 KV3973_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV3973_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV3973
 KV3973  HISTORY     - Date     Condition        Report By
 KV3973  HISTORY     - 1914     MONUMENTED       CGS
 KV3973  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV3973
 KV3973                          STATION DESCRIPTION
 KV3973
 KV3973'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV3973'STATION IS ON THE E SIDE OF HACKENSACK RIVER, ABOUT 1/3 MILE
 KV3973'BELOW LITTLE FERRY BRIDGE, 1/6 MILE BELOW THE MOUTH OF OVERPECK
 KV3973'CREEK, ON THE RIGHT-OF-WAY OF THE WEST SHORE RAILROAD 1.743 METERS
 KV3973'(5.72 FEET) FROM THE INSIDE OF THE W RAIL OF THE WESTERNMOST
 KV3973'TRACK, AND BETWEEN TELEGRAPH POLES NOS. 523 AND 524.
 KV3973'
 KV3973'THE STATION IS MARKED BY A STANDARD BRASS DISK CEMENTED IN THE
 KV3973'TOP OF A 4-INCH TILE PIPE AND SUNK FLUSH WITH THE GROUND.
 KV3973'
 KV3973'THE SUBSURFACE MARK IS A BURIED BOTTLE.
 KV3973'
 KV3973'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CEMENT CONTAINED IN
 KV3973'A 3-INCH TILE PIPE AND PROJECTING ABOUT 2 INCHES AND SURROUNDED
 KV3973'BY CONCRETE, ARE PLACED RESPECTIVELY 14.615 METERS (47.95 FEET)
 KV3973'N 5 DEG E AND S 34 DEG W FROM THE STATION.
 KV3973
 KV3973                          STATION RECOVERY (1932)
 KV3973
 KV3973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3973'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5815 ***********************************************************************
 KV5815  DESIGNATION -  HOFFMAN
 KV5815  PID         -  KV5815
 KV5815  STATE/COUNTY-  NJ/MORRIS
 KV5815  USGS QUAD   -  CALIFON (1970)
 KV5815
 KV5815                         *CURRENT SURVEY CONTROL
 KV5815  ___________________________________________________________________
 KV5815* NAD 83(1996)-  40 44 50.65211(N)    074 46 56.20334(W)     ADJUSTED  
 KV5815* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 KV5815  ___________________________________________________________________
 KV5815  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 KV5815  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KV5815
 KV5815  HORZ ORDER  -  FIRST
 KV5815
 KV5815.The horizontal coordinates were established by classical geodetic methods
 KV5815.and adjusted by the National Geodetic Survey in September 1999..
 KV5815
 KV5815.The orthometric height was scaled from a topographic map.
 KV5815
 KV5815.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5815
 KV5815.The geoid height was determined by GEOID03.
 KV5815
 KV5815;                    North         East     Units Scale Factor Converg.
 KV5815;SPC NJ       -   212,537.471   126,162.361   MT  0.99990699   -0 11 03.3
 KV5815;SPC NJ       -   697,300.02    413,917.68   sFT  0.99990699   -0 11 03.3
 KV5815;UTM  18      - 4,510,739.850   518,380.427   MT  0.99960416   +0 08 31.6
 KV5815
 KV5815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5815!SPC NJ       -   0.99995631  x   0.99990699  =   0.99986330
 KV5815!UTM  18      -   0.99995631  x   0.99960416  =   0.99956049
 KV5815
 KV5815|---------------------------------------------------------------------|
 KV5815| PID    Reference Object                     Distance      Geod. Az  |
 KV5815|                                                           dddmmss.s |
 KV5815| CB5182 HOFFMAN RM 1                          9.930 METERS 12141     |
 KV5815| CB5183 HOFFMAN RM 2                         12.952 METERS 17405     |
 KV5815| KV5816 REVOLVING AIR BEACON                APPROX. 0.7 KM 2195843.2 |
 KV5815| KV5828 SMITH                               APPROX. 7.2 KM 2895425.1 |
 KV5815|---------------------------------------------------------------------|
 KV5815
 KV5815                          SUPERSEDED SURVEY CONTROL
 KV5815
 KV5815  NAD 83(1986)-  40 44 50.65065(N)    074 46 56.20536(W) AD(       ) 1
 KV5815  NAD 27      -  40 44 50.29000(N)    074 46 57.61400(W) AD(       ) 1
 KV5815
 KV5815.Superseded values are not recommended for survey control.
 KV5815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5815.See file dsdata.txt to determine how the superseded data were derived.
 KV5815
 KV5815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1838010740(NAD 83)
 KV5815_MARKER: DS = TRIANGULATION STATION DISK
 KV5815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5815
 KV5815  HISTORY     - Date     Condition        Report By
 KV5815  HISTORY     - 1935     MONUMENTED       CGS
 KV5815  HISTORY     - 1968     GOOD             CGS
 KV5815  HISTORY     - 19950421 GOOD             USPSQD
 KV5815
 KV5815                          STATION DESCRIPTION
 KV5815
 KV5815'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5815'STATION IS ON A WOODED HILL OWNED BY JERRY HOFFMAN, 2-1/2 MILES S
 KV5815'OF LONG VALLEY, ON GROUND 2 FEET LOWER THAN SUMMIT OF HILL.  THE
 KV5815'STATION IS AT THE END OF A WOODS ROAD IN 20-FOOT CLEARING AND
 KV5815'5 PACES SW OF 10-INCH TREE WITH TRIANGULAR BLAZE.  MARK
 KV5815'PROJECTS 6 INCHES.
 KV5815'
 KV5815'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 KV5815'CONCRETE AS DESCRIBED IN NOTES 1A AND 7A.
 KV5815'
 KV5815'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN BOULDERS.
 KV5815'
 KV5815'NO AZIMUTH MARK.  DISTANCE BETWEEN REFERENCE MARKS NOT MEASURED,
 KV5815'UNDERGROWTH TOO THICK.
 KV5815'
 KV5815'TO REACH STATION FROM LONG VALLEY GO W ON ROAD TO HIGH BRIDGE
 KV5815'FOR 2.15 MILES TO T ROAD LEFT AT SIGN FOX HILL ROAD.  TURN
 KV5815'LEFT AND GO 1.65 MILES TO CROSS ROAD AT WHITE PLASTERED
 KV5815'BARN.  CONTINUE 0.45 MILE TO A WOODED T ROAD LEFT BETWEEN HIGH
 KV5815'BANKS.  TAKE THIS ROAD AND GO 0.1 MILE ALONG SIDE OF FENCE TO Y,
 KV5815'TAKE LEFT FORK AND FOLLOW WOODS ROAD TO END ABOUT 1/4 MILE AND
 KV5815'STATION SITE AT 10-INCH TREE WITH BLAZE.
 KV5815
 KV5815                          STATION RECOVERY (1968)
 KV5815
 KV5815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (AB)
 KV5815'EXCELLENT CONDITION
 KV5815'
 KV5815'FROM THE CENTERLINE OF SCHOOLHOUSE RD. PROCEED ABOUT 250 FT SOUTH
 KV5815'ALONG THE PENNSYLVANIA RAILROAD, AND ABOUT 8 FT WEST OF THE WEST
 KV5815'RAIL ABOUT 4 FT BELOW THE LEVEL OF THE TRACK.  ON THE BRIDGESEAT
 KV5815'IS A COPPER BOLT.
 KV5815'
 KV5815'(THIS DESCRIPTION MUCH EASIER TO FIND.)
 KV5815
 KV5815                          STATION RECOVERY (1995)
 KV5815
 KV5815'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0901 ***********************************************************************
 KV0901  DESIGNATION -  HOFFMAN PRR
 KV0901  PID         -  KV0901
 KV0901  STATE/COUNTY-  NJ/MIDDLESEX
 KV0901  USGS QUAD   -  JAMESBURG (1981)
 KV0901
 KV0901                         *CURRENT SURVEY CONTROL
 KV0901  ___________________________________________________________________
 KV0901* NAD 83(1986)-  40 19 34.     (N)    074 25 18.     (W)     SCALED    
 KV0901* NAVD 88     -        18.890  (meters)      61.97   (feet)  ADJUSTED  
 KV0901  ___________________________________________________________________
 KV0901  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KV0901  DYNAMIC HT  -          18.882 (meters)      61.95  (feet)  COMP
 KV0901  MODELED GRAV-     980,204.0   (mgal)                       NAVD 88
 KV0901
 KV0901  VERT ORDER  -  SECOND    CLASS 0
 KV0901
 KV0901.The horizontal coordinates were scaled from a topographic map and have
 KV0901.an estimated accuracy of +/- 6 seconds.
 KV0901
 KV0901.The orthometric height was determined by differential leveling
 KV0901.and adjusted by the National Geodetic Survey in June 1991..
 KV0901
 KV0901.The geoid height was determined by GEOID03.
 KV0901
 KV0901.The dynamic height is computed by dividing the NAVD 88
 KV0901.geopotential number by the normal gravity value computed on the
 KV0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0901.degrees latitude (g = 980.6199 gals.).
 KV0901
 KV0901.The modeled gravity was interpolated from observed gravity values.
 KV0901
 KV0901;                    North         East    Units  Estimated Accuracy
 KV0901;SPC NJ       -   165,720.      156,660.      MT  (+/- 180 meters Scaled)
 KV0901
 KV0901                          SUPERSEDED SURVEY CONTROL
 KV0901
 KV0901  NGVD 29 (??/??/??)   19.231  (m)           63.09   (f) ADJUSTED    2 0
 KV0901
 KV0901.Superseded values are not recommended for survey control.
 KV0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0901.See file dsdata.txt to determine how the superseded data were derived.
 KV0901
 KV0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK491641(NAD 83)
 KV0901_MARKER: B = BOLT
 KV0901_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0901_SP_SET: BRIDGE SEAT
 KV0901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0901
 KV0901  HISTORY     - Date     Condition        Report By
 KV0901  HISTORY     - UNK      MONUMENTED       PRR
 KV0901  HISTORY     - 1935     GOOD             CGS
 KV0901
 KV0901                          STATION DESCRIPTION
 KV0901
 KV0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0901'2.4 MI SE FROM JAMESBURG.
 KV0901'2.4 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV0901'GATSMER AVENUE BRIDGE AT JAMESBURG, MIDDLESEX COUNTY, AT THE WEST
 KV0901'ABUTMENT OF BRIDGE 8.12 OVER MANALAPAN CREEK, AND IN THE TOP OF
 KV0901'THE SOUTHEAST CORNER OF THE BRIDGE SEAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2718 ***********************************************************************
 JU2718  DESIGNATION -  HOLGATE COAST GUARD LOT
 JU2718  PID         -  JU2718
 JU2718  STATE/COUNTY-  NJ/OCEAN
 JU2718  USGS QUAD   -  TUCKERTON (1995)
 JU2718
 JU2718                         *CURRENT SURVEY CONTROL
 JU2718  ___________________________________________________________________
 JU2718* NAD 83(1996)-  39 31 57.35630(N)    074 15 40.54601(W)     ADJUSTED  
 JU2718* NAVD 88     -                                                        
 JU2718  ___________________________________________________________________
 JU2718  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 JU2718  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JU2718
 JU2718  HORZ ORDER  -  THIRD
 JU2718
 JU2718.The horizontal coordinates were established by classical geodetic methods
 JU2718.and adjusted by the National Geodetic Survey in September 1999..
 JU2718
 JU2718
 JU2718.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2718
 JU2718.The geoid height was determined by GEOID03.
 JU2718
 JU2718;                    North         East     Units Scale Factor Converg.
 JU2718;SPC NJ       -    77,651.209   170,522.968   MT  0.99990518   +0 09 07.1
 JU2718;SPC NJ       -   254,760.67    559,457.44   sFT  0.99990518   +0 09 07.1
 JU2718;UTM  18      - 4,376,142.893   563,486.554   MT  0.99964962   +0 28 12.8
 JU2718
 JU2718                          SUPERSEDED SURVEY CONTROL
 JU2718
 JU2718  NAD 83(1986)-  39 31 57.34882(N)    074 15 40.53851(W) AD(       ) 4
 JU2718  NAD 27      -  39 31 56.92000(N)    074 15 42.03700(W) AD(       ) 3
 JU2718
 JU2718.Superseded values are not recommended for survey control.
 JU2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2718.See file dsdata.txt to determine how the superseded data were derived.
 JU2718
 JU2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6348776143(NAD 83)
 JU2718_MARKER: 57 = LOOKOUT TOWER
 JU2718
 JU2718  HISTORY     - Date     Condition        Report By
 JU2718  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2718  HISTORY     - 20060616 MARK NOT FOUND   GEOCAC
 JU2718
 JU2718                          STATION DESCRIPTION
 JU2718
 JU2718'DESCRIBED BY GEOCACHING 2006 (WD)
 JU2718'THERE IS NO LOOKOUT TOWER AT THE LOCATION OF THE PUBLISHED
 JU2718'COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2716 ***********************************************************************
 JU2716  DESIGNATION -  HOLGATE WATER TANK
 JU2716  PID         -  JU2716
 JU2716  STATE/COUNTY-  NJ/OCEAN
 JU2716  USGS QUAD   -  TUCKERTON (1995)
 JU2716
 JU2716                         *CURRENT SURVEY CONTROL
 JU2716  ___________________________________________________________________
 JU2716* NAD 83(1996)-  39 32 06.72377(N)    074 15 45.60743(W)     ADJUSTED  
 JU2716* NAVD 88     -                                                        
 JU2716  ___________________________________________________________________
 JU2716  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 JU2716  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JU2716
 JU2716  HORZ ORDER  -  THIRD
 JU2716
 JU2716.The horizontal coordinates were established by classical geodetic methods
 JU2716.and adjusted by the National Geodetic Survey in September 1999..
 JU2716
 JU2716
 JU2716.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2716
 JU2716.The geoid height was determined by GEOID03.
 JU2716
 JU2716;                    North         East     Units Scale Factor Converg.
 JU2716;SPC NJ       -    77,939.758   170,401.344   MT  0.99990512   +0 09 03.9
 JU2716;SPC NJ       -   255,707.36    559,058.41   sFT  0.99990512   +0 09 03.9
 JU2716;UTM  18      - 4,376,430.689   563,363.361   MT  0.99964943   +0 28 09.7
 JU2716
 JU2716                          SUPERSEDED SURVEY CONTROL
 JU2716
 JU2716  NAD 83(1986)-  39 32 06.71771(N)    074 15 45.59864(W) AD(       ) 4
 JU2716  NAD 27      -  39 32 06.28600(N)    074 15 47.09800(W) AD(       ) 3
 JU2716
 JU2716.Superseded values are not recommended for survey control.
 JU2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2716.See file dsdata.txt to determine how the superseded data were derived.
 JU2716
 JU2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6336376431(NAD 83)
 JU2716_MARKER: 51 = TANK
 JU2716_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2716+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2006
 JU2716
 JU2716  HISTORY     - Date     Condition        Report By
 JU2716  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2716  HISTORY     - 1971     GOOD             NGS
 JU2716  HISTORY     - 20060616 GOOD             GEOCAC
 JU2716
 JU2716                          STATION DESCRIPTION
 JU2716
 JU2716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU2716'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.
 JU2716'
 JU2716'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2716'IN HOLGATE, N.J.
 JU2716
 JU2716                          STATION RECOVERY (2006)
 JU2716
 JU2716'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2716'THE TANK IS A LIGHT BLUE, FOUR-LEGGED STRUCTURE WITH THE LEGEND BEACH
 JU2716'HAVEN INLET PAINTED ON THE SOUTHEAST SIDE OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2899 ***********************************************************************
 JU2899  DESIGNATION -  HOLIDAY
 JU2899  PID         -  JU2899
 JU2899  STATE/COUNTY-  NJ/CAPE MAY
 JU2899  USGS QUAD   -  AVALON (1994)
 JU2899
 JU2899                         *CURRENT SURVEY CONTROL
 JU2899  ___________________________________________________________________
 JU2899* NAD 83(1996)-  39 04 25.20676(N)    074 44 31.68566(W)     ADJUSTED  
 JU2899* NAVD 88     -         1.3    (meters)       4.     (feet)  VERTCON   
 JU2899  ___________________________________________________________________
 JU2899  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 JU2899  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 JU2899
 JU2899  HORZ ORDER  -  SECOND
 JU2899
 JU2899.The horizontal coordinates were established by classical geodetic methods
 JU2899.and adjusted by the National Geodetic Survey in September 1999..
 JU2899
 JU2899.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2899
 JU2899.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2899
 JU2899.The geoid height was determined by GEOID03.
 JU2899
 JU2899;                    North         East     Units Scale Factor Converg.
 JU2899;SPC NJ       -    26,705.953   129,048.574   MT  0.99990540   -0 09 09.4
 JU2899;SPC NJ       -    87,617.78    423,386.86   sFT  0.99990540   -0 09 09.4
 JU2899;UTM  18      - 4,324,983.351   522,305.833   MT  0.99960613   +0 09 45.1
 JU2899
 JU2899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2899!SPC NJ       -   1.00000533  x   0.99990540  =   0.99991072
 JU2899!UTM  18      -   1.00000533  x   0.99960613  =   0.99961145
 JU2899
 JU2899:                Primary Azimuth Mark                     Grid Az
 JU2899:SPC NJ       -  HOLIDAY AZ MK                            043 31 00.7
 JU2899:UTM  18      -  HOLIDAY AZ MK                            043 12 06.2
 JU2899
 JU2899|---------------------------------------------------------------------|
 JU2899| PID    Reference Object                     Distance      Geod. Az  |
 JU2899|                                                           dddmmss.s |
 JU2899| CB2075 HOLIDAY AZ MK                                      0432151.3 |
 JU2899| CB2076 HOLIDAY RM 1                         30.465 METERS 16126     |
 JU2899| JU2961 STONE HARBOR WATER TANK             APPROX. 2.6 KM 2125925.6 |
 JU2899| CB2077 HOLIDAY RM 2 AZIMUTH                               24027     |
 JU2899| CB2078 HOLIDAY RM 3                         23.026 METERS 24945     |
 JU2899|---------------------------------------------------------------------|
 JU2899
 JU2899                          SUPERSEDED SURVEY CONTROL
 JU2899
 JU2899  NAD 83(1986)-  39 04 25.18513(N)    074 44 31.68840(W) AD(       ) 2
 JU2899  NAD 27      -  39 04 24.78440(N)    074 44 33.09410(W) AD(       ) 2
 JU2899  NGVD 29 (07/19/86)    1.7    (m)            6.     (f) VERT ANG       
 JU2899
 JU2899.Superseded values are not recommended for survey control.
 JU2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2899.See file dsdata.txt to determine how the superseded data were derived.
 JU2899
 JU2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2230624983(NAD 83)
 JU2899_MARKER: DS = TRIANGULATION STATION DISK
 JU2899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2899
 JU2899  HISTORY     - Date     Condition        Report By
 JU2899  HISTORY     - 1932     MONUMENTED       CGS
 JU2899  HISTORY     - 1951     GOOD             CGS
 JU2899  HISTORY     - 1962     GOOD             CGS
 JU2899  HISTORY     - 1970     GOOD             NGS
 JU2899  HISTORY     - 1972     GOOD             NGS
 JU2899
 JU2899                          STATION DESCRIPTION
 JU2899
 JU2899'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (COM)
 JU2899'GO N FROM THE TOWN OF STONE HARBOR ON 3RD AVENUE AND TURN E ON
 JU2899'65TH STREET.  THE STATION IS ON THE N SIDE OF 65TH STREET, 133.5
 JU2899'FEET W OF THE W RAIL OF THE RAILROAD AND 15.7 FEET N OF THE N
 JU2899'EDGE OF 65TH STREET SIDEWALK.
 JU2899'
 JU2899'SURFACE, UNDERGROUND AND REFERENCE MARKS NO.1 AND NO. 2 ARE
 JU2899'STANDARD BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A,
 JU2899'AND 11C.  REFERENCE MARK NO. 3 IS A STANDARD BRONZE DISK SET IN
 JU2899'CONCRETE AS DESCRIBED IN NOTE 11A.
 JU2899'
 JU2899'REFERENCE MARK NO. 2 IS 0.3 MILE SSW OF THE STATION, 5 PACES FROM
 JU2899'THE E EDGE OF HIGHWAY IN LINE WITH TELEPHONE POLES AND ABOUT 3
 JU2899'FEET N OF 3 TELEPHONE POLES OF SMALL BUNGALOW ON THE E SIDE OF THE
 JU2899'STREET.
 JU2899'
 JU2899'REFERENCE MARK NO.1 IS 99.97 FEET SE OF THE STATION.  IT IS IN
 JU2899'THE CURB ON THE S SIDEWALK OF 65TH STREET, WHERE THE SIDEWALK ENDS
 JU2899'AT THE RAILROAD TRACK.  IT IS 13.3 FEET E OF TELEPHONE POLE WHICH
 JU2899'HAS POLICE BOXES ON IT.
 JU2899'
 JU2899'REFERENCE MARK NO. 3 IS 75.55 FEET SW OF THE STATION.  IT IS IN THE
 JU2899'CURB ON THE S SIDE OF THE STREET AND IS 40.3 FEET E OF THE FIRST
 JU2899'TELEPHONE POLE W OF THE STATION.
 JU2899'
 JU2899'HEIGHT OF SIGNAL ABOVE STATION MARK - 6 METERS.
 JU2899
 JU2899                          STATION RECOVERY (1951)
 JU2899
 JU2899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2899'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 JU2899'CONDITION.  THE DISTANCES TO R.M. 1 AND R.M. 3 WERE MEASURED WITH A
 JU2899'STEEL TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS
 JU2899'ADEQUATE AND CORRECT WITH THE FOLLOWING EXCEPTIONS--
 JU2899'
 JU2899'THE RAILROAD NO LONGER EXISTS.  THE TELEPHONE POLES, FROM WHICH
 JU2899'R.M. 2 WAS REFERRED, HAVE BEEN MOVED.
 JU2899'
 JU2899'R.M. 2 IS 25.0 FEET E OF THE CENTER LINE OF THIRD AVENUE, 22.8
 JU2899'FEET NW OF THE NW CORNER OF A CONCRETE BLOCK BUILDING, 2.8 FEET N
 JU2899'OF A.C.E. POLE W6589, AND 2 INCHES BENEATH THE SURFACE OF THE
 JU2899'GROUND.
 JU2899
 JU2899                          STATION RECOVERY (1962)
 JU2899
 JU2899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2899'THE STATION AND REFERENCE MARKS 1 AND 3 WERE RECOVERED AND FOUND
 JU2899'IN GOOD CONDITION.  THE RAILROAD TRACK MENTIONED IN THE ORIGINAL
 JU2899'DESCRIPTION IS GONE.  REFERENCE MARK 2 WAS NOT RECOVERED AND
 JU2899'SHOULD BE CONSIDERED LOST.  AN AZIMUTH MARK WAS ESTABLISHED AT
 JU2899'THIS TIME.  THE DIRECTION TO REFERENCE MARK 1 CHECKED BUT A
 JU2899'DIFFERENCE OF .02 OF A FOOT WAS FOUND IN THE DISTANCE.  THE
 JU2899'DISTANCE TO REFERENCE MARK 3 CHECKED BUT A DIFFERENCE OF 2
 JU2899'MINUTES AND 39 SECONDS WAS FOUND IN THE DIRECTION.
 JU2899'
 JU2899'A NEW DESCRIPTION FOLLOWS.
 JU2899'
 JU2899'THE STATION IS IN THE BACK YARD OF A GREEN CONCRETE BLOCK APARTMENT
 JU2899'HOUSE AT 65TH. STREET AND DUNE DRIVE IN STONE HARBOR.  IT IS 92
 JU2899'FEET NORTH OF A WITNESS POST, 42 FEET NORTHEAST OF THE CENTERLINE
 JU2899'OF 65TH. STREET, 33 FEET NORTHWEST OF THE WEST CORNER OF THE
 JU2899'CONCRETE BLOCK HOUSE AND 24 FEET NORTHEAST OF THE NORTHEAST EDGE
 JU2899'OF A SIDEWALK.  THE MONUMENT IS 20 INCHES UNDERGROUND AND THE DISK
 JU2899'IS STAMPED HOLIDAY 1932.  NOTES 1A 7A.
 JU2899'
 JU2899'REFERENCE MARK 1 IS SET FLUSH IN A DRILL HOLE IN THE CURB ON
 JU2899'THE SOUTHWEST SIDE OF 65TH. STREET AND IS 9 FEET SOUTHEAST OF THE
 JU2899'WITNESS POST.  THE DISK IS STAMPED HOLIDAY NO 1 1932.
 JU2899'
 JU2899'REFERENCE MARK 3 IS SET FLUSH IN A DRILL HOLE IN THE CURB ON THE
 JU2899'SOUTHWEST SIDE OF 65TH. STREET AND IS 41 FEET SOUTHEAST OF A POWER
 JU2899'POLE.  THE DISK IS STAMPED HOLIDAY NO 3 1932.
 JU2899'
 JU2899'THE AZIMUTH MARK IS 50 FEET SOUTHEAST OF THE CENTERLINE OF DUNE
 JU2899'DRIVE, 33 FEET SOUTHWEST OF THE CENTERLINE OF 61ST. STREET, 3 FEET
 JU2899'SOUTHWEST OF A POWER POLE AND 1 FOOT SOUTHWEST OF A WITNESS
 JU2899'POST.  THE MONUMENT PROJECTS 7 INCHES AND THE DISK IS STAMPED
 JU2899'HOLIDAY 1932.
 JU2899'
 JU2899'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON DUNE
 JU2899'DRIVE FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 JU2899'
 JU2899'HEIGHT OF LIGHT ABOVE STATION MARK 22.51 METERS.
 JU2899
 JU2899                          STATION RECOVERY (1970)
 JU2899
 JU2899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU2899'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 JU2899'IN GOOD CONDITION.  THE RECOVERY NOTE BY V.B.M. IN 1962 IS
 JU2899'ADEQUATE WITH THE FOLLOWING ADDITIONS--STATION MARK IS 15.5 FEET
 JU2899'NORTHEAST OF THE NORTHEAST EDGE OF SIDEWALK.  RM 1 IS 28.0 FEET
 JU2899'NORTHWEST OF THE SOUTH BOUND LANE OF DUNE DRIVE AND 19.0 FEET
 JU2899'SOUTHWEST OF THE CENTERLINE OF 65 TH STREET.  THE AZIMUTH MARK
 JU2899'IS 22.0 FEET SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND
 JU2899'LANE OF DUNE DRIVE.
 JU2899'
 JU2899'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2899'NORTH PORTION STONE HARBOR.
 JU2899
 JU2899                          STATION RECOVERY (1972)
 JU2899
 JU2899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RST)
 JU2899'STATION, REFERENCE MARK 1, AND THE AZIMUTH MARK WERE RECOVERED
 JU2899'IN GOOD CONDITION, AS DESCRIBED.
 JU2899'
 JU2899'DUE TO NEW CURBING ON THE STREET REFERENCE MARK 3 SHOULD BE
 JU2899'CONSIDERED LOST.
 JU2899'
 JU2899'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2899'AT TOWN OF AVALON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2139 ***********************************************************************
 KU2139  DESIGNATION -  HOOK
 KU2139  PID         -  KU2139
 KU2139  STATE/COUNTY-  NJ/MONMOUTH
 KU2139  USGS QUAD   -  SANDY HOOK (1981)
 KU2139
 KU2139                         *CURRENT SURVEY CONTROL
 KU2139  ___________________________________________________________________
 KU2139* NAD 83(1996)-  40 27 34.60296(N)    073 59 39.09251(W)     ADJUSTED  
 KU2139* NAVD 88     -         3.712  (meters)      12.18   (feet)  ADJUSTED  
 KU2139  ___________________________________________________________________
 KU2139  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 KU2139  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KU2139  DYNAMIC HT  -           3.710 (meters)      12.17  (feet)  COMP
 KU2139  MODELED GRAV-     980,200.8   (mgal)                       NAVD 88
 KU2139
 KU2139  HORZ ORDER  -  THIRD
 KU2139  VERT ORDER  -  FIRST     CLASS II
 KU2139
 KU2139.The horizontal coordinates were established by classical geodetic methods
 KU2139.and adjusted by the National Geodetic Survey in September 1999..
 KU2139
 KU2139.The orthometric height was determined by differential leveling
 KU2139.and adjusted by the National Geodetic Survey in May 2006..
 KU2139
 KU2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2139
 KU2139.The geoid height was determined by GEOID03.
 KU2139
 KU2139.The dynamic height is computed by dividing the NAVD 88
 KU2139.geopotential number by the normal gravity value computed on the
 KU2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU2139.degrees latitude (g = 980.6199 gals.).
 KU2139
 KU2139.The modeled gravity was interpolated from observed gravity values.
 KU2139
 KU2139;                    North         East     Units Scale Factor Converg.
 KU2139;SPC NJ       -   180,667.052   192,897.684   MT  0.99992264   +0 19 41.6
 KU2139;SPC NJ       -   592,738.49    632,865.15   sFT  0.99992264   +0 19 41.6
 KU2139;UTM  18      - 4,479,257.423   585,277.750   MT  0.99968952   +0 39 09.8
 KU2139
 KU2139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2139!SPC NJ       -   1.00000451  x   0.99992264  =   0.99992714
 KU2139!UTM  18      -   1.00000451  x   0.99968952  =   0.99969402
 KU2139
 KU2139                          SUPERSEDED SURVEY CONTROL
 KU2139
 KU2139  NAD 83(1996)-  40 27 34.60291(N)    073 59 39.09246(W) AD(       ) 3
 KU2139  NAD 83(1986)-  40 27 34.60245(N)    073 59 39.09071(W) AD(       ) 3
 KU2139  NGVD 29 (06/15/87)    4.     (m)           13.     (f) VERT ANG       
 KU2139
 KU2139.Superseded values are not recommended for survey control.
 KU2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2139.See file dsdata.txt to determine how the superseded data were derived.
 KU2139
 KU2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8527879257(NAD 83)
 KU2139_MARKER: DD = SURVEY DISK
 KU2139_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KU2139_SP_SET: METAL PIPE AND CONCRETE SURROUND
 KU2139_STAMPING: HOOK 1986
 KU2139_MARK LOGO: NOS   
 KU2139_PROJECTION: RECESSED 10 CENTIMETERS
 KU2139_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU2139+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2003
 KU2139
 KU2139  HISTORY     - Date     Condition        Report By
 KU2139  HISTORY     - 1986     MONUMENTED       NOS
 KU2139  HISTORY     - 19950626 GOOD             USPSQD
 KU2139  HISTORY     - 19970905 MARK NOT FOUND   USPSQD
 KU2139  HISTORY     - 20030523 GOOD             NJGS
 KU2139
 KU2139                          STATION DESCRIPTION
 KU2139
 KU2139'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KU2139'THE STATION IS LOCATED ON SANDY HOOK IN HIGHLANDS, NEW JERSEY.
 KU2139'
 KU2139'TO REACH THE STATION FROM THE ROUTE 36 BRIDGE OVER THE NAVESINK
 KU2139'RIVER IN HIGHLANDS, GO NORTH INTO THE GATEWAY NATIONAL RECREATIONAL
 KU2139'AREA-SANDY HOOK UNIT.  FOLLOW THE ASPHALT ROAD FOR 3.65 MILES TO A
 KU2139'ROAD TO THE RIGHT.  TURN RIGHT AND PROCEED FOR 1.15 MILE TO A SEWAGE
 KU2139'TREATMENT PLANT ON THE RIGHT AND THE STATION ON THE OTHER SIDE OF
 KU2139'THE BUILDING.
 KU2139'
 KU2139'THE STATION IS A STANDARD NOS ALUMINUM DISK SET ON TOP OF A
 KU2139'42 INCH ALUMINUM ROD WHICH IS SURROUNDED BY A MASS OF CONCRETE.
 KU2139'THE TOP OF THE DISK IS FLUSH WITH THE EXISTING GROUND.
 KU2139'THE DISK IS STAMPED---HOOK 1986---, AND IS LOCATED 69.88 METERS
 KU2139'(229.27 FEET) SOUTHEAST FROM THE END OF THE BARREL OF THE SOUTH
 KU2139'GUN AT THE GUNNISON BATTERY AND 16.75 METERS (54.95 FEET) EAST
 KU2139'FROM THE NORTHEAST CORNER OF A CHAIN-LINK FENCE.  IT IS ALSO
 KU2139'APPROXIMATELY 87 METERS (285 FEET) EAST FROM THE EDGE OF THE ROAD.
 KU2139'THE AREA OF THE STATION IS SAND AND SEA OATS.
 KU2139'
 KU2139'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 KU2139'
 KU2139'DESCRIBED BY T D PARKER.
 KU2139
 KU2139                          STATION RECOVERY (1995)
 KU2139
 KU2139'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU2139'RECOVERED IN GOOD CONDITION.
 KU2139
 KU2139                          STATION RECOVERY (1997)
 KU2139
 KU2139'RECOVERY NOTE BY US POWER SQUADRON 1997
 KU2139'MARK NOT FOUND.
 KU2139
 KU2139                          STATION RECOVERY (2003)
 KU2139
 KU2139'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 KU2139'THE STATION IS LOCATED IN THE GATEWAY NATIONAL RECREATION AREA, SANDY
 KU2139'HOOK.
 KU2139' 
 KU2139'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 36 (OCEAN
 KU2139'AVENUE) AND COUNTY  ROUTE 520 (RUMSON ROAD) AT THE  BRIDGE OVER THE
 KU2139'SHREWSBURY RIVER IN SEA BRIGHT, GO 2.0  MILES NORTH ON STATE ROUTE 36
 KU2139'TO THE JUNCTION WITH SANDY HOOK ROAD, CONTINUE AHEAD  NORTH ON SANDY
 KU2139'HOOK ROAD, INTO THE PARK FOR ANOTHER 3.7 MILES TO THE JUNCTION WITH
 KU2139'ATLANTIC AVENUE, TURN RIGHT AND GO 0.2 OF A MILE EAST TO A LEFT TURN
 KU2139'AND GUNNISON ROAD,  GO 0.85 OF A MILE NORTH ON GUNNISON ROAD TO THE
 KU2139'SEWAGE TREATMENT PLANT AND THE  STATION ON THE LEFT.
 KU2139' 
 KU2139'THE STATION IS NEAR THE NORTHEAST CORNER OF THE CHAINLINK FENCE
 KU2139'SURROUNDING THE  FACILITY, 12.1 M EAST OF THE NORTHEAST CORNER OF THE
 KU2139'FENCE, 18.8 M NORTHEAST OF A POINT  MEASURED ALONG THE EAST FENCE,
 KU2139'12.1 M SOUTH OF THE NORTHEAST CORNER OF THE CHAINLINK  FENCE, 0.1 M
 KU2139'WEST OF A WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB3784 ***********************************************************************
 AB3784  CBN         -  This is a Cooperative Base Network Control Station.
 AB3784  DESIGNATION -  HOOK USCG
 AB3784  PID         -  AB3784
 AB3784  STATE/COUNTY-  NJ/MONMOUTH
 AB3784  USGS QUAD   -  SANDY HOOK (1981)
 AB3784
 AB3784                         *CURRENT SURVEY CONTROL
 AB3784  ___________________________________________________________________
 AB3784* NAD 83(1996)-  40 27 54.66101(N)    074 00 24.37641(W)     ADJUSTED  
 AB3784* NAVD 88     -         1.784  (meters)       5.85   (feet)  ADJUSTED  
 AB3784  ___________________________________________________________________
 AB3784  X           -   1,338,858.565 (meters)                     COMP
 AB3784  Y           -  -4,671,238.144 (meters)                     COMP
 AB3784  Z           -   4,117,399.419 (meters)                     COMP
 AB3784  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 AB3784  ELLIP HEIGHT-         -30.61  (meters)          (09/24/01) GPS OBS
 AB3784  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 AB3784  DYNAMIC HT  -           1.783 (meters)       5.85  (feet)  COMP
 AB3784  MODELED GRAV-     980,203.9   (mgal)                       NAVD 88
 AB3784
 AB3784  HORZ ORDER  -  A
 AB3784  VERT ORDER  -  FIRST     CLASS II
 AB3784  ELLP ORDER  -  FOURTH    CLASS I
 AB3784
 AB3784.This is a reference station for the SANDY HOOK 1
 AB3784.National Continuously Operating Reference Station (SHK1).
 AB3784
 AB3784.The horizontal coordinates were established by GPS observations
 AB3784.and adjusted by the National Geodetic Survey in July 1997..
 AB3784
 AB3784.The orthometric height was determined by differential leveling
 AB3784.and adjusted by the National Geodetic Survey in May 2006..
 AB3784
 AB3784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3784
 AB3784.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3784
 AB3784.The ellipsoidal height was determined by GPS observations
 AB3784.and is referenced to NAD 83.
 AB3784
 AB3784.The geoid height was determined by GEOID03.
 AB3784
 AB3784.The dynamic height is computed by dividing the NAVD 88
 AB3784.geopotential number by the normal gravity value computed on the
 AB3784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3784.degrees latitude (g = 980.6199 gals.).
 AB3784
 AB3784.The modeled gravity was interpolated from observed gravity values.
 AB3784
 AB3784;                    North         East     Units Scale Factor Converg.
 AB3784;SPC NJ       -   181,279.657   191,827.407   MT  0.99992153   +0 19 12.4
 AB3784;SPC NJ       -   594,748.34    629,353.75   sFT  0.99992153   +0 19 12.4
 AB3784;UTM  18      - 4,479,863.815   584,204.272   MT  0.99968728   +0 38 40.7
 AB3784
 AB3784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3784!SPC NJ       -   1.00000480  x   0.99992153  =   0.99992633
 AB3784!UTM  18      -   1.00000480  x   0.99968728  =   0.99969208
 AB3784
 AB3784|---------------------------------------------------------------------|
 AB3784| PID    Reference Object                     Distance      Geod. Az  |
 AB3784|                                                           dddmmss.s |
 AB3784| KV0707 SIMPSON 2 RM 3                      367.858 METERS 34300     |
 AB3784|---------------------------------------------------------------------|
 AB3784
 AB3784                          SUPERSEDED SURVEY CONTROL
 AB3784
 AB3784  ELLIP H (07/24/97)  -30.63   (m)                       GP(       ) 2 1
 AB3784  NAD 83(1992)-  40 27 54.66036(N)    074 00 24.37689(W) AD(1996.00) A
 AB3784  ELLIP H (06/07/96)  -30.61   (m)                       GP(1996.00) 1 1
 AB3784  NAVD 88 (07/26/02)    1.790  (m)            5.87   (f) UNKNOWN     1 2
 AB3784  NAVD 88 (09/26/96)    1.780  (m)            5.84   (f) UNKNOWN     1 2
 AB3784
 AB3784.Superseded values are not recommended for survey control.
 AB3784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3784.See file dsdata.txt to determine how the superseded data were derived.
 AB3784
 AB3784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8420479864(NAD 83)
 AB3784_MARKER: I = METAL ROD
 AB3784_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3784_STAMPING: HOOK USCG 1994
 AB3784_MARK LOGO: NJGS  
 AB3784_PROJECTION: RECESSED 10 CENTIMETERS
 AB3784_MAGNETIC: I = MARKER IS A STEEL ROD
 AB3784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3784+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 AB3784_ROD/PIPE-DEPTH: 47.2 meters
 AB3784_SLEEVE-DEPTH  : 1.90 meters
 AB3784
 AB3784  HISTORY     - Date     Condition        Report By
 AB3784  HISTORY     - 1994     MONUMENTED       NGS
 AB3784  HISTORY     - 19950626 GOOD             NJGS
 AB3784  HISTORY     - 19951017 GOOD             NGS
 AB3784  HISTORY     - 19961122 GOOD             NJGS
 AB3784  HISTORY     - 20001003 GOOD             NJGS
 AB3784  HISTORY     - 20010716 GOOD             NJGS
 AB3784  HISTORY     - 20030714 GOOD             NJGS
 AB3784  HISTORY     - 20050411 GOOD             NJGS
 AB3784
 AB3784                          STATION DESCRIPTION
 AB3784
 AB3784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AB3784'THE STATION IS LOCATED ON THE UNITED STATES GUARD STATION IN SANDY
 AB3784'HOOK, NEW JERSEY. TO REACH FROM THE INTERSECTION OF 520 WEST AND 36
 AB3784'NORTH, PROCEED ON 36 NORTH FOR 2.1 MI (3.4 KM) TO INTERSECTION OF 36
 AB3784'NORTH AND SANDY HOOK ROAD. TAKE SANDY HOOK ROAD NORTH FOR 2.35 MI
 AB3784'(3.78 KM) TO NATIONAL PARK ENTRANCE. STAY ON SANDY HOOK ROAD AND
 AB3784'PROCEED NORTH (FOLLOWING SIGNS TO FORT HANCOCK)FOR 3.1 MI (5.0 KM) TO
 AB3784'COAST GUARD MAIN GATE. FROM THE MAIN GATE, PROCEED STRAIGHT, NORTHWEST
 AB3784'0.03 MI (0.05 KM) TO 4-WAY INTERSECTION, TURN LEFT, SOUTHWEST ON
 AB3784'HEARTSHORE DRIVE AND GO 0.2 MI (0.3 KM) TO STATION ON THE RIGHT. THE
 AB3784'STATION IS LOCATED 186.3 FT (56.8 M) WEST-SOUTHWEST FROM CENTER OF
 AB3784'GATE, 136.7 FT (41.7 M) SOUTHWEST FROM CORNER OF HOUSE, 117.2 FT (35.7
 AB3784'M) WEST OF CONCRETE POST, 85.7 FT (26.1 M) SOUTH OF TELEPHONE JUNCTION
 AB3784'BOX, 60.4 FT (18.4 M) SOUTHWEST OF ROAD CENTERLINE, 45 FT (13.7 M)
 AB3784'EAST OF WOODEN SEAWALL, AND 3.0 FT (0.9 M) NORTHEAST OF CARSONITE
 AB3784'WITNESS POST. FOR ACCESS CONTACT CHIEF WARRANT OFFICER BILL MARSHALL,
 AB3784'ENGINEERING BUILDING 103 (M-R), USCG, GROUP SANDY HOOK, SANDY HOOK,
 AB3784'NEW JERSEY 07732-5000, PHONE 908-872-3460.
 AB3784
 AB3784                          STATION RECOVERY (1995)
 AB3784
 AB3784'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 AB3784'RECOVERED AS DESCRIBED.
 AB3784
 AB3784                          STATION RECOVERY (1995)
 AB3784
 AB3784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 AB3784'RECOVERED AS DESCRIBED.
 AB3784
 AB3784                          STATION RECOVERY (1996)
 AB3784
 AB3784'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 AB3784'RECOVERED AS DESCRIBED.
 AB3784
 AB3784                          STATION RECOVERY (2000)
 AB3784
 AB3784'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AB3784'RECOVERED AS DESCRIBED.
 AB3784' 
 AB3784'
 AB3784
 AB3784                          STATION RECOVERY (2001)
 AB3784
 AB3784'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 AB3784'RECOVERED AS DESCRIBED.
 AB3784'
 AB3784
 AB3784                          STATION RECOVERY (2003)
 AB3784
 AB3784'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 AB3784'RECOVERED AS DESCRIBED.
 AB3784
 AB3784                          STATION RECOVERY (2005)
 AB3784
 AB3784'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 AB3784'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7147 ***********************************************************************
 DF7147  DESIGNATION -  HOPATCONG
 DF7147  PID         -  DF7147
 DF7147  STATE/COUNTY-  NJ/MORRIS
 DF7147  USGS QUAD   -  STANHOPE (1981)
 DF7147
 DF7147                         *CURRENT SURVEY CONTROL
 DF7147  ___________________________________________________________________
 DF7147* NAD 83(1996)-  40 55 01.38547(N)    074 39 49.09626(W)     ADJUSTED  
 DF7147* NAVD 88     -       287.201  (meters)     942.26   (feet)  ADJUSTED  
 DF7147  ___________________________________________________________________
 DF7147  X           -   1,276,622.628 (meters)                     COMP
 DF7147  Y           -  -4,654,937.427 (meters)                     COMP
 DF7147  Z           -   4,155,633.369 (meters)                     COMP
 DF7147  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 DF7147  ELLIP HEIGHT-         254.50  (meters)          (06/06/05) GPS OBS
 DF7147  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 DF7147  DYNAMIC HT  -         287.069 (meters)     941.83  (feet)  COMP
 DF7147  MODELED GRAV-     980,156.9   (mgal)                       NAVD 88
 DF7147
 DF7147  HORZ ORDER  -  B
 DF7147  VERT ORDER  -  SECOND    CLASS II
 DF7147  ELLP ORDER  -  THIRD     CLASS I
 DF7147
 DF7147.The horizontal coordinates were established by GPS observations
 DF7147.and adjusted by the NEW JERSEY GEODETIC SURVEY in June 2005..
 DF7147
 DF7147.The orthometric height was determined by differential leveling
 DF7147.and adjusted by the National Geodetic Survey in March 2005..
 DF7147.No vertical observational check was made to the station.
 DF7147
 DF7147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7147
 DF7147.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7147
 DF7147.The ellipsoidal height was determined by GPS observations
 DF7147.and is referenced to NAD 83.
 DF7147
 DF7147.The geoid height was determined by GEOID03.
 DF7147
 DF7147.The dynamic height is computed by dividing the NAVD 88
 DF7147.geopotential number by the normal gravity value computed on the
 DF7147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7147.degrees latitude (g = 980.6199 gals.).
 DF7147
 DF7147.The modeled gravity was interpolated from observed gravity values.
 DF7147
 DF7147;                    North         East     Units Scale Factor Converg.
 DF7147;SPC NJ       -   231,349.691   136,216.429   MT  0.99990234   -0 06 25.8
 DF7147;SPC NJ       -   759,019.78    446,903.40   sFT  0.99990234   -0 06 25.8
 DF7147;UTM  18      - 4,529,603.514   528,324.030   MT  0.99960987   +0 13 13.1
 DF7147
 DF7147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7147!SPC NJ       -   0.99996008  x   0.99990234  =   0.99986242
 DF7147!UTM  18      -   0.99996008  x   0.99960987  =   0.99956997
 DF7147
 DF7147                          SUPERSEDED SURVEY CONTROL
 DF7147
 DF7147  NAVD 88 (06/06/05)  287.20   (m)          942.3    (f) LEVELING    3  
 DF7147
 DF7147.Superseded values are not recommended for survey control.
 DF7147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7147.See file dsdata.txt to determine how the superseded data were derived.
 DF7147
 DF7147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2832429604(NAD 83)
 DF7147_MARKER: I = METAL ROD
 DF7147_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF7147_STAMPING: HOPATCONG 2002
 DF7147_MARK LOGO: NGS   
 DF7147_PROJECTION: RECESSED 5 CENTIMETERS
 DF7147_MAGNETIC: I = MARKER IS A STEEL ROD
 DF7147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7147+STABILITY: POSITION/ELEVATION WELL
 DF7147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7147+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 DF7147_ROD/PIPE-DEPTH:  3.7 meters
 DF7147_SLEEVE-DEPTH  :  0.9 meters
 DF7147
 DF7147  HISTORY     - Date     Condition        Report By
 DF7147  HISTORY     - 20020723 MONUMENTED       NJGS
 DF7147  HISTORY     - 20050411 GOOD             NJGS
 DF7147  HISTORY     - 20060919 GOOD             AASCO
 DF7147
 DF7147                          STATION DESCRIPTION
 DF7147
 DF7147'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DF7147'THE STATION IS LOCATED IN ROXBURY TOWNSHIP,  ON THE GROUNDS OF THE
 DF7147'HOPATCONG STATE PARK.
 DF7147' 
 DF7147'TO REACH THE STATION FROM THE US INTERSTATE ROUTE 80 BRIDGE SPANNING
 DF7147'STATE HIGHWAY 183 AT THE JUNCTION OF INTERSTATE 80, US ROUTE 206 AND
 DF7147'STATE ROUTE 183, JUST SOUTH OF THE BOROUGH OF NETCONG,  GO 0.4 MI
 DF7147'NORTH
 DF7147'ON STATE ROUTE 183 TO THE JUNCTION WITH US HIGHWAY 46 AT THE CIRCLE,
 DF7147'CONTINUE STRAIGHT AHEAD, NORTH ON STATE ROUTE 183 FOR 0.3 MI  TO A
 DF7147'TRAFFIC LIGHT AT THE T-JUNCTION WITH ALLEN STREET, COUNTY ROAD 631,
 DF7147'TURN RIGHT AND GO 2.3 MI EAST-NORTHEAST ON ALLEN STREET/CENTER STREET
 DF7147'TO THE JUNCTION WITH LAKESIDE BOULEVARD (COUNTY ROAD 602), PROCEED
 DF7147'ACROSS LAKESIDE BOULEVARD THEN TO THE LEFT, ON LAKESIDE BOULEVARD FOR
 DF7147'0.3 MI NORTH TO THE PARK ENTRANCE ON THE RIGHT.  TURN RIGHT AND
 DF7147'GO PASS THE ENTRANCE BUILDING/GATE TO THE LEFT SIDE OF THE PAVILLION
 DF7147'BUILDING AHEAD AND THE MARK TO THE LEFT, ABOUT 55 M NORTH OF THE
 DF7147'NORTHWEST CORNER OF THE PAVILLION  BUILDING.
 DF7147' 
 DF7147'THE STATION IS SET NEAR THE NORTH-NORTHWEST CORNER OF THE PARKING LOT
 DF7147'IN THE GRASS  AREA OVERLOOKING THE BEACH AREA.  THE STATION IS 0.5 M
 DF7147'EAST OF THE CURBLINE OF THE  PARKING LOT, 1.25 M SOUTH OF A WOODEN
 DF7147'WELCOME SIGN, 23.0 M SOUTH OF THE CENTER OF THE INLET CURBPIECE AT THE
 DF7147'ROADWAY LEADING TO THE BOAT RAMP, 7.3 M SOUTH OF THE SOUTH LEG OF A
 DF7147'PARK BENCH.
 DF7147'
 DF7147'
 DF7147
 DF7147                          STATION RECOVERY (2005)
 DF7147
 DF7147'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2005 (SJM)
 DF7147'RECOVERED AS DESCRIBED.
 DF7147
 DF7147                          STATION RECOVERY (2006)
 DF7147
 DF7147'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 DF7147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2904 ***********************************************************************
 JU2904  DESIGNATION -  HOPE 1951
 JU2904  PID         -  JU2904
 JU2904  STATE/COUNTY-  NJ/CAPE MAY
 JU2904  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2904
 JU2904                         *CURRENT SURVEY CONTROL
 JU2904  ___________________________________________________________________
 JU2904* NAD 83(1996)-  39 07 43.13980(N)    074 43 46.06613(W)     ADJUSTED  
 JU2904* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2904  ___________________________________________________________________
 JU2904  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 JU2904  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 JU2904
 JU2904  HORZ ORDER  -  THIRD
 JU2904
 JU2904.The horizontal coordinates were established by classical geodetic methods
 JU2904.and adjusted by the National Geodetic Survey in September 1999..
 JU2904
 JU2904.The orthometric height was scaled from a topographic map.
 JU2904
 JU2904.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2904
 JU2904.The geoid height was determined by GEOID03.
 JU2904
 JU2904;                    North         East     Units Scale Factor Converg.
 JU2904;SPC NJ       -    32,806.401   130,160.481   MT  0.99990484   -0 08 41.3
 JU2904;SPC NJ       -   107,632.33    427,034.84   sFT  0.99990484   -0 08 41.3
 JU2904;UTM  18      - 4,331,088.003   523,383.826   MT  0.99960673   +0 10 14.6
 JU2904
 JU2904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2904!SPC NJ       -   1.00000541  x   0.99990484  =   0.99991025
 JU2904!UTM  18      -   1.00000541  x   0.99960673  =   0.99961213
 JU2904
 JU2904:                Primary Azimuth Mark                     Grid Az
 JU2904:SPC NJ       -  SEA ISLE CITY STANDPIPE                  045 37 32.5
 JU2904:UTM  18      -  SEA ISLE CITY STANDPIPE                  045 18 36.6
 JU2904
 JU2904|---------------------------------------------------------------------|
 JU2904| PID    Reference Object                     Distance      Geod. Az  |
 JU2904|                                                           dddmmss.s |
 JU2904| JU2929 SEA ISLE CITY STANDPIPE             APPROX. 4.5 KM 0452851.2 |
 JU2904| JU2948 CAPE MAY COURTHOUSE WATER TANK      APPROX. 9.9 KM 2391617.2 |
 JU2904|---------------------------------------------------------------------|
 JU2904
 JU2904                          SUPERSEDED SURVEY CONTROL
 JU2904
 JU2904  NAD 83(1986)-  39 07 43.11850(N)    074 43 46.06565(W) AD(       ) 3
 JU2904  NAD 27      -  39 07 42.70700(N)    074 43 47.48200(W) AD(       ) 3
 JU2904
 JU2904.Superseded values are not recommended for survey control.
 JU2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2904.See file dsdata.txt to determine how the superseded data were derived.
 JU2904
 JU2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2338431088(NAD 83)
 JU2904_MARKER: DS = TRIANGULATION STATION DISK
 JU2904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU2904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2904+STABILITY: SURFACE MOTION
 JU2904
 JU2904  HISTORY     - Date     Condition        Report By
 JU2904  HISTORY     - 1951     MONUMENTED       CGS
 JU2904
 JU2904                          STATION DESCRIPTION
 JU2904
 JU2904'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2904'STATION IS LOCATED ABOUT 1.0 MILE W OF THE S PART OF SEA ISLE
 JU2904'CITY, 0.6 MILE W OF TOWNSEND CHANNEL, 35.5 METERS N OF THE N SHORE
 JU2904'OF MIDDLE THOROFARE, AND 14.0 METERS S AND 11.5 METERS W OF A
 JU2904'SMALL CREEK.
 JU2904'
 JU2904'STATION MARK IS A STANDARD TOPOGRAPHIC-STATION DISK, STAMPED
 JU2904'HOPE 1951 AND SET IN THE TOP OF A 6-INCH ROUND CONCRETE MONUMENT
 JU2904'AND PROJECTS 6 INCHES ABOVE THE MARSH.
 JU2904'
 JU2904'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 4.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3405 ***********************************************************************
 JU3405  DESIGNATION -  HOPE USE 1932
 JU3405  PID         -  JU3405
 JU3405  STATE/COUNTY-  NJ/SALEM
 JU3405  USGS QUAD   -  CANTON (1993)
 JU3405
 JU3405                         *CURRENT SURVEY CONTROL
 JU3405  ___________________________________________________________________
 JU3405* NAD 83(1996)-  39 26 59.68586(N)    075 29 52.69794(W)     ADJUSTED  
 JU3405* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3405  ___________________________________________________________________
 JU3405  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 JU3405  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JU3405
 JU3405  HORZ ORDER  -  THIRD
 JU3405
 JU3405.The horizontal coordinates were established by classical geodetic methods
 JU3405.and adjusted by the National Geodetic Survey in September 1999..
 JU3405
 JU3405.The orthometric height was scaled from a topographic map.
 JU3405
 JU3405.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3405
 JU3405.The geoid height was determined by GEOID03.
 JU3405
 JU3405;                    North         East     Units Scale Factor Converg.
 JU3405;SPC NJ       -    68,920.014    64,107.212   MT  0.99999081   -0 38 03.0
 JU3405;SPC NJ       -   226,115.08    210,325.08   sFT  0.99999081   -0 38 03.0
 JU3405;SPC DE       -   160,957.529   193,001.698   MT  0.99999560   -0 03 06.0
 JU3405;SPC DE       -   528,074.83    633,206.40   sFT  0.99999560   -0 03 06.0
 JU3405;UTM  18      - 4,366,824.125   457,154.070   MT  0.99962260   -0 18 59.1
 JU3405
 JU3405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3405!SPC NJ       -   1.00000517  x   0.99999081  =   0.99999598
 JU3405!SPC DE       -   1.00000517  x   0.99999560  =   1.00000077
 JU3405!UTM  18      -   1.00000517  x   0.99962260  =   0.99962777
 JU3405
 JU3405                          SUPERSEDED SURVEY CONTROL
 JU3405
 JU3405  NAD 83(1991)-  39 26 59.68584(N)    075 29 52.69799(W) AD(       ) 3
 JU3405  NAD 83(1986)-  39 26 59.67765(N)    075 29 52.70823(W) AD(       ) 3
 JU3405  NAD 27      -  39 26 59.26900(N)    075 29 53.98700(W) AD(       ) 3
 JU3405
 JU3405.Superseded values are not recommended for survey control.
 JU3405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3405.See file dsdata.txt to determine how the superseded data were derived.
 JU3405
 JU3405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5715466824(NAD 83)
 JU3405_MARKER: Z = SEE DESCRIPTION
 JU3405_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JU3405_SP_SET: OBJECT DRIVEN INTO GROUND
 JU3405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3405
 JU3405  HISTORY     - Date     Condition        Report By
 JU3405  HISTORY     - 1933     MONUMENTED       CGS
 JU3405  HISTORY     - 1946     GOOD             CGS
 JU3405
 JU3405                          STATION DESCRIPTION
 JU3405
 JU3405'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3405'THIS IS A CUT-IN STATION ON THE NE BANK OF DELAWARE RIVER.  ABOUT
 JU3405'1-1/4 MILES SW OF STONY POINT.  200 FEET N OF HIGH WATER
 JU3405'MARK.  500 FEET E OF THE MOUTH OF HOPE CREEK.  0.3 MILE E OF THE NE
 JU3405'END OF THE HOPE CREEK DIKE.  AND 600 FEET W OF THE MONUMENT
 JU3405'MARKING THE BOUNDARY BETWEEN DELAWARE BAY AND DELAWARE RIVER.
 JU3405'
 JU3405'THE STATION IS MARKED BY A 1 1/4-INCH PIPE 6 FEET LONG DRIVEN
 JU3405'IN THE GROUND.  OVER THE STATION IS ERECTED A SQUARE SKELETON
 JU3405'STEEL TOWER 60 FEET HIGH WITH ITS BASE ANCHORED IN CONCRETE.  A
 JU3405'LATTICEWORK TARGET 20 FEET HIGH IS MOUNTED ON THE UPPER SECTIONS
 JU3405'OF THE TOWER.
 JU3405
 JU3405                          STATION RECOVERY (1946)
 JU3405
 JU3405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3405'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 JU3405'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5777 ***********************************************************************
 KV5777  DESIGNATION -  HOPEWELL ST MICHAELS SCH CROSS
 KV5777  PID         -  KV5777
 KV5777  STATE/COUNTY-  NJ/MERCER
 KV5777  USGS QUAD   -  HOPEWELL (1977)
 KV5777
 KV5777                         *CURRENT SURVEY CONTROL
 KV5777  ___________________________________________________________________
 KV5777* NAD 83(1996)-  40 23 06.68244(N)    074 45 12.36783(W)     ADJUSTED  
 KV5777* NAVD 88     -                                                        
 KV5777  ___________________________________________________________________
 KV5777  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 KV5777  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 KV5777
 KV5777  HORZ ORDER  -  THIRD
 KV5777
 KV5777.The horizontal coordinates were established by classical geodetic methods
 KV5777.and adjusted by the National Geodetic Survey in September 1999..
 KV5777
 KV5777
 KV5777.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5777
 KV5777.The geoid height was determined by GEOID03.
 KV5777
 KV5777;                    North         East     Units Scale Factor Converg.
 KV5777;SPC NJ       -   172,311.774   128,482.399   MT  0.99990570   -0 09 51.1
 KV5777;SPC NJ       -   565,326.21    421,529.34   sFT  0.99990570   -0 09 51.1
 KV5777;SPC PA S     -   121,109.000   854,385.631   MT  0.99996015   +1 56 38.9
 KV5777;SPC PA S     -   397,338.44  2,803,096.86   sFT  0.99996015   +1 56 38.9
 KV5777;UTM  18      - 4,470,540.095   520,927.945   MT  0.99960539   +0 09 35.1
 KV5777
 KV5777                          SUPERSEDED SURVEY CONTROL
 KV5777
 KV5777  NAD 83(1986)-  40 23 06.68046(N)    074 45 12.36925(W) AD(       ) 4
 KV5777  NAD 27      -  40 23 06.30000(N)    074 45 13.79000(W) AD(       ) 3
 KV5777
 KV5777.Superseded values are not recommended for survey control.
 KV5777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5777.See file dsdata.txt to determine how the superseded data were derived.
 KV5777
 KV5777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2092870540(NAD 83)
 KV5777_MARKER: 74 = LARGE CROSS
 KV5777
 KV5777  HISTORY     - Date     Condition        Report By
 KV5777  HISTORY     - 1929     FIRST OBSERVED   CGS
 KV5777
 KV5777                          STATION DESCRIPTION
 KV5777
 KV5777'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4938 ***********************************************************************
 KV4938  DESIGNATION -  HORSE SHOE
 KV4938  PID         -  KV4938
 KV4938  STATE/COUNTY-  NJ/MONMOUTH
 KV4938  USGS QUAD   -  SANDY HOOK (1981)
 KV4938
 KV4938                         *CURRENT SURVEY CONTROL
 KV4938  ___________________________________________________________________
 KV4938* NAD 83(1996)-  40 26 56.77401(N)    074 00 10.39548(W)     ADJUSTED  
 KV4938* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4938  ___________________________________________________________________
 KV4938  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 KV4938  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV4938
 KV4938  HORZ ORDER  -  FIRST
 KV4938
 KV4938.The horizontal coordinates were established by classical geodetic methods
 KV4938.and adjusted by the National Geodetic Survey in September 1999..
 KV4938
 KV4938.The orthometric height was scaled from a topographic map.
 KV4938
 KV4938.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4938
 KV4938.The geoid height was determined by GEOID03.
 KV4938
 KV4938;                    North         East     Units Scale Factor Converg.
 KV4938;SPC NJ       -   179,496.125   192,166.801   MT  0.99992188   +0 19 21.1
 KV4938;SPC NJ       -   588,896.87    630,467.25   sFT  0.99992188   +0 19 21.1
 KV4938;UTM  18      - 4,478,082.650   584,553.679   MT  0.99968800   +0 38 49.0
 KV4938
 KV4938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4938!SPC NJ       -   1.00000467  x   0.99992188  =   0.99992655
 KV4938!UTM  18      -   1.00000467  x   0.99968800  =   0.99969267
 KV4938
 KV4938:                Primary Azimuth Mark                     Grid Az
 KV4938:SPC NJ       -  SANDY HOOK LH LIGHT 1835                 002 38 50.5
 KV4938:UTM  18      -  SANDY HOOK LH LIGHT 1835                 002 19 22.6
 KV4938
 KV4938|---------------------------------------------------------------------|
 KV4938| PID    Reference Object                     Distance      Geod. Az  |
 KV4938|                                                           dddmmss.s |
 KV4938| KV4987 SANDY HOOK LH LIGHT 1835            APPROX. 1.4 KM 0025811.6 |
 KV4938| KU2823 SANDY HOOK PUMPHSE BLDG 82 STK      465.065 METERS 0593358.4 |
 KV4938| KV4939 ARROW 1944                          139.704 METERS 12616     |
 KV4938| KU2819 HIGHLANDS SCHOOL                    APPROX. 5.1 KM 1740138.0 |
 KV4938| CB5184 HORSE SHOE RM 1                      26.322 METERS 25952     |
 KV4938| KV4965 SANDY HOOK POINT LIGHT              APPROX. 2.8 KM 3305454.5 |
 KV4938| CB5185 HORSE SHOE RM 2                      22.482 METERS 33552     |
 KV4938| KV4973 SANDY HOOK CG FLAGPOLE              APPROX. 2.6 KM 3422856.8 |
 KV4938| KV4960 SANDY HOOK FORT HANCOCK FP          APPROX. 1.4 KM 3543538.0 |
 KV4938|---------------------------------------------------------------------|
 KV4938
 KV4938                          SUPERSEDED SURVEY CONTROL
 KV4938
 KV4938  NAD 83(1996)-  40 26 56.77386(N)    074 00 10.39528(W) AD(       ) 1
 KV4938  NAD 83(1986)-  40 26 56.77296(N)    074 00 10.39464(W) AD(       ) 1
 KV4938  NAD 27      -  40 26 56.38500(N)    074 00 11.89700(W) AD(       ) 1
 KV4938
 KV4938.Superseded values are not recommended for survey control.
 KV4938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4938.See file dsdata.txt to determine how the superseded data were derived.
 KV4938
 KV4938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8455478083(NAD 83)
 KV4938_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV4938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4938_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV4938_STAMPING: HORSESHOE 1940
 KV4938_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV4938+STABILITY: SURFACE MOTION
 KV4938
 KV4938  HISTORY     - Date     Condition        Report By
 KV4938  HISTORY     - 1940     MONUMENTED       CGS
 KV4938  HISTORY     - 1944     GOOD             CGS
 KV4938  HISTORY     - 1962     GOOD             CGS
 KV4938  HISTORY     - 1972     GOOD             NGS
 KV4938  HISTORY     - 1983     GOOD             USPSQD
 KV4938  HISTORY     - 1985     GOOD             B+OINC
 KV4938  HISTORY     - 19950830 MARK NOT FOUND   USPSQD
 KV4938  HISTORY     - 19961203 MARK NOT FOUND   STEWRT
 KV4938
 KV4938                          STATION DESCRIPTION
 KV4938
 KV4938'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KV4938'STATION IS LOCATED ON A POINT N OF HORSESHOE COVE ON SANDY HOOK,
 KV4938'ON THE MOUND NEAR THE OLD BATTERY ARROW SMITH, AND ABOUT 20 FT. E
 KV4938'OF THE BC.  MARK IS A STANDARD U.S.C. AND G.S. DISK, SET IN A
 KV4938'SQUARE MONUMENT.
 KV4938'
 KV4938'REFERENCE MARK 1 IS SET IN THE CONCRETE PARAPET IN FRONT OF THE
 KV4938'EMPLACEMENT.
 KV4938'
 KV4938'REFERENCE MARK 2 IS SET IN THE CONCRETE PARAPET JUST SW OF THE
 KV4938'EMPLACEMENT.
 KV4938
 KV4938                          STATION RECOVERY (1944)
 KV4938
 KV4938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (LGS)
 KV4938'THE STATION WAS RECOVERED BY C.I.A. IN 1940, AND
 KV4938'ALL MARKS WERE FOUND IN GOOD CONDITION.  AN ADDITIONAL MARK WAS
 KV4938'ESTABLISHED, AND IT IS 140.5 M. E OF THE STATION, 164 FT. NE OF
 KV4938'THE NE CORNER OF A GALVANIZED BUILDING, 52 FT. S OF THE
 KV4938'APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 18 FT. SE OF THE S SIDE
 KV4938'OF A GUARD BUILDING, AND 3 FT. SW OF THE BASE OF A RADIO MAST.
 KV4938'THE MARK IS A 4-IN. IRON PIPE WITH A COPPER PLATE WITH THREE
 KV4938'SCREWS HOLDING IT IN PLACE.  THERE IS NO STAMPING ON THE DISK.
 KV4938'THE POINT OBSERVED AND MEASURED WAS A SMALL INDENTATION
 KV4938'IN THE DISK.  THIS MARK IS KNOWN AS ARROW.
 KV4938
 KV4938                          STATION RECOVERY (1962)
 KV4938
 KV4938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV4938'STATION MARK, RMS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 KV4938'RM 3 (ARROW) COULD NOT BE FOUND.  THE RADIO MAST AND
 KV4938'THE BUILDINGS ARE GONE.
 KV4938
 KV4938                          STATION RECOVERY (1972)
 KV4938
 KV4938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KV4938'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND
 KV4938'IN GOOD CONDITION.  A LONGER DISTANCE OF 0.16 FOOT OR 0.052
 KV4938'METER WAS NOTED TO REFERENCE MARK ONE.  A SHORTER DISTANCE OF
 KV4938'0.24 FOOT OR 0.068 METER WAS NOTED TO REFERENCE MARK 2.  A
 KV4938'DIFFERENCE OF 5 MINUTES AND 6 SECONDS IN DIRECTION WAS NOTED
 KV4938'TO REFERENCE MARK NUMBER ONE.  A DIFFERENCE OF 3 MINUTES AND 25
 KV4938'SECONDS IN DIRECTION WAS NOTED TO REFERENCE MARK NUMBER TWO.
 KV4938'THE REASON FOR THE GREAT DIFFERENCES WAS BLAMED ONTO THE
 KV4938'CHIPPING, CRACKING AND SHIFTING OF THE CONCRETE BUNKER WHICH
 KV4938'THE REFERENCE MARKS ARE SET IN.  IT IS BELIEVED THE WHOLE AREA
 KV4938'OF THIS STATION MIGHT HAVE SHIFTED IN THE PAST 32 YEARS SINCE
 KV4938'THE STATION WAS ESTABLISHED.  HOWEVER THERE ARE A NUMEROUS
 KV4938'NUMBER OF LARGE CRACKS IN THE CONCRETE STRUCTURE.
 KV4938'
 KV4938'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 KV4938'
 KV4938'THE STATION IS LOCATED ON A LOW SAND DUNE JUST SOUTH OF A OLD
 KV4938'FIRST WORLD WAY BUNKER IN THE SOUTH PART OF FORT HANCOCK.  IT IS
 KV4938'ABOUT 1 AIRLINE MILE NORTH OF SANDY HOOK STATE PARK AND 3 MILES
 KV4938'NORTH-NORTHEAST OF ATLNATIC HIGHLANDS.  THE PROPERTY IS OWNED BY
 KV4938'THE UNITED STATES GOVERNMENT.
 KV4938'
 KV4938'TO REACH THE STATION FROM THE FORT HANCOCK HEADQUARTERS, GO
 KV4938'SOUTH ON A PAVED ROAD FOR 0.5 MILE TO A CROSSROADS.  CONTINUE
 KV4938'STRAIGHT AHEAD AND GO SOUTH ON THE PAVED ROAD FOR 0.5 MILE TO A
 KV4938'SIDE ROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON A GRAVELED ROAD
 KV4938'FOR 0.25 MILE TO THE SOUTH SIDE OF A SAND DUNE AND THE STATION
 KV4938'ON THE TOP OF THE SAND DUNE.
 KV4938'
 KV4938'THE STATION MARK IS A STANDARD DISK STAMPED HORSESHOE 1940,
 KV4938'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 KV4938'PROJECTS 4 INCHES.  IT IS 2 FEET NORTH OF A WITNESS POST AND
 KV4938'JUST SOUTH OF THE CENTER OF THE FIRST AND SECOND BUNKER
 KV4938'HOLE.
 KV4938'
 KV4938'REFERENCE MARK ONE IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KV4938'IN THE NORTH EDGE OF THE CONCRETE BUNKER PLATFORM.  IT IS 87
 KV4938'FEET NORTHWEST OF THE WITNESS POST, 13 FEET NORTH OF THE SOUTH
 KV4938'EDGE OF THE BUNKER AND 13 FEET NORTH OF THE EDGE OF THE SECOND
 KV4938'BUNKER HOLE.  STAMPED HORSESHOE 1940.
 KV4938'
 KV4938'REFERENCE MARK TWO IS A STANDARD DISK STAMPED HORSESHOE 1940,
 KV4938'CEMENTED IN A DRILL HOLE IN THE NORTH EDGE OF THE CONCRETE
 KV4938'PLATFORM OF THE BUNKER.  IT IS 75 FEET NORTHEAST OF THE WITNESS
 KV4938'POST AND 2.5 FEET NORTH OF THE FIRST BUNKER HOLE.
 KV4938
 KV4938                          STATION RECOVERY (1983)
 KV4938
 KV4938'RECOVERY NOTE BY US POWER SQUADRON 1983 (PJM)
 KV4938'NO STAMPING.
 KV4938'
 KV4938'MARK IN EXCELLENT CONDITION AND USED IN JULY 1983 BY WILLIARD AND
 KV4938'YORKANIS, INC., 157 BROAD ST. RED BANK N.J.
 KV4938
 KV4938                          STATION RECOVERY (1985)
 KV4938
 KV4938'RECOVERY NOTE BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV4938'STATION RECOVERED AS DESCRIBED IN 1972 BY LFS AND FOUND IN GOOD
 KV4938'CONDITION.
 KV4938
 KV4938                          STATION RECOVERY (1995)
 KV4938
 KV4938'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4938'MARK NOT FOUND.
 KV4938
 KV4938                          STATION RECOVERY (1996)
 KV4938
 KV4938'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1996 (SDE)
 KV4938'AN IRREGULAR CONCRETE POST WITH A 12-INCH SQUARE TOP AND A CHISELED
 KV4938'OUT PLACE WHERE A DISK MIGHT HAVE BEEN WAS FOUND ON TOP OF A SAND DUNE
 KV4938'IN THE AREA DESCRIBED.  THE RUNKERS HAVE BEEN PARTIALLY DEMOLISHED AND
 KV4938'THE SAND DUNE IS ERODED AWAY AT THE POST SO THAT IT PROJECTS ABOUT 2
 KV4938'FT (0.6 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4841 ***********************************************************************
 KV4841  DESIGNATION -  HOS
 KV4841  PID         -  KV4841
 KV4841  STATE/COUNTY-  NJ/MIDDLESEX
 KV4841  USGS QUAD   -  PERTH AMBOY (1981)
 KV4841
 KV4841                         *CURRENT SURVEY CONTROL
 KV4841  ___________________________________________________________________
 KV4841* NAD 83(1996)-  40 31 28.16193(N)    074 19 29.18872(W)     ADJUSTED  
 KV4841* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 KV4841  ___________________________________________________________________
 KV4841  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 KV4841  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KV4841
 KV4841  HORZ ORDER  -  SECOND
 KV4841
 KV4841.The horizontal coordinates were established by classical geodetic methods
 KV4841.and adjusted by the National Geodetic Survey in September 1999..
 KV4841
 KV4841.The orthometric height was scaled from a topographic map.
 KV4841
 KV4841.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4841
 KV4841.The geoid height was determined by GEOID03.
 KV4841
 KV4841;                    North         East     Units Scale Factor Converg.
 KV4841;SPC NJ       -   187,762.472   164,846.578   MT  0.99990271   +0 06 49.9
 KV4841;SPC NJ       -   616,017.38    540,834.15   sFT  0.99990271   +0 06 49.9
 KV4841;SPC NY L     -    39,785.507   272,479.355   MT  1.00001096   -0 12 44.7
 KV4841;SPC NY L     -   130,529.62    893,959.35   sFT  1.00001096   -0 12 44.7
 KV4841;UTM  18      - 4,486,192.047   557,193.847   MT  0.99964026   +0 26 19.5
 KV4841
 KV4841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4841!SPC NJ       -   1.00000015  x   0.99990271  =   0.99990286
 KV4841!SPC NY L     -   1.00000015  x   1.00001096  =   1.00001111
 KV4841!UTM  18      -   1.00000015  x   0.99964026  =   0.99964041
 KV4841
 KV4841|---------------------------------------------------------------------|
 KV4841| PID    Reference Object                     Distance      Geod. Az  |
 KV4841|                                                           dddmmss.s |
 KV4841| CB5188 HOS RM 3                             16.471 METERS 05341     |
 KV4841| CB5186 HOS RM 1                             32.566 METERS 18918     |
 KV4841| KV4870 RARITAN ARSENAL TANK                APPROX. 4.2 KM 2384427.9 |
 KV4841| CB5187 HOS RM 2                             43.810 METERS 32456     |
 KV4841|---------------------------------------------------------------------|
 KV4841
 KV4841                          SUPERSEDED SURVEY CONTROL
 KV4841
 KV4841  NAD 83(1996)-  40 31 28.16188(N)    074 19 29.18931(W) AD(       ) 2
 KV4841  NAD 83(1986)-  40 31 28.16471(N)    074 19 29.18721(W) AD(       ) 2
 KV4841  NAD 27      -  40 31 27.78400(N)    074 19 30.65500(W) AD(       ) 2
 KV4841
 KV4841.Superseded values are not recommended for survey control.
 KV4841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4841.See file dsdata.txt to determine how the superseded data were derived.
 KV4841
 KV4841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5719486192(NAD 83)
 KV4841_MARKER: DS = TRIANGULATION STATION DISK
 KV4841_SETTING: 0 = UNSPECIFIED SETTING
 KV4841
 KV4841  HISTORY     - Date     Condition        Report By
 KV4841  HISTORY     - 1932     MONUMENTED       CGS
 KV4841  HISTORY     - 1933     SEE DESCRIPTION  CGS
 KV4841  HISTORY     - 1934     SEE DESCRIPTION  NJGS
 KV4841  HISTORY     - 1945     GOOD             CGS
 KV4841
 KV4841                          STATION DESCRIPTION
 KV4841
 KV4841'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4841'THIS STATION IS APPROXIMATELY 1 MILE N OF THE RARITAN RIVER,
 KV4841'WNW OF PERTH AMBOY, IN THE WESTERN PART OF THE TOWN OF FORDS
 KV4841'ON THE N SIDE OF KING GEORGES ROAD 0.6 MILE W OF ITS INTERSECTION
 KV4841'WITH NEW BRUNSWICK AVENUE.  IT IS LOCATED IN THE PROPERTY OF
 KV4841'THE MC HOSE CLAY COMPANY ON THE HIGHEST GROUND IN THE VICINITY.
 KV4841'
 KV4841'STATION IS MARKED BY A STANDARD BRONZE DISK STAMPED HOS-1932
 KV4841'SET IN THE FLAT TOP OF A 3-FOOT TRUNCATED CONICAL CONCRETE
 KV4841'MONUMENT OF 12-INCH TOP DIAMETER WHICH IS FLUSH WITH THE GROUND.
 KV4841'
 KV4841'THREE REFERENCE MARKS WERE SET IN SIMILAR FORMS PROJECTING 6
 KV4841'INCHES ABOVE THE GROUND AS FOLLOWS--REFERENCE MARK NO.1 TO THE
 KV4841'NW.  REFERENCE MARK NO.2 TO THE NE IN THE DIRECTION OF A
 KV4841'TWO-STORY FRAME DWELLING.  REFERENCE MARK NO.3 TO THE S ON THE
 KV4841'OTHER SIDE OF KING GEORGES ROAD BETWEEN IT AND THE STEEP
 KV4841'BLUFF.  THESE MARKS ARE NUMBERED AND HAVE A REFERENCE CROSS
 KV4841'FILLED WITH NEAT BLACK CEMENT.  THE LONGER BAR OF THE CROSS
 KV4841'POINTS TOWARDS THE STATION MARK.  (SHOULD A CROSS INTERSECTION
 KV4841'BE SO DEFACED AS TO BE RENDERED INDEFINITE THE EXACT
 KV4841'REFERENCE MARK CENTER MAY BE RECOVERED BY COLD-CHISELLING
 KV4841'ABOUT 1 INCH BELOW THE MONUMENT SURFACE TO A 1/4 INCH ROUND
 KV4841'BRASS ROD WHICH EXTENDS VERTICALLY DOWNWARD 8 INCHES INTO THE
 KV4841'MONUMENT.) THERE IS GOOD FOOTING AND CLEARANCE FOR CENTRAL
 KV4841'TRIPOD SET UPS.
 KV4841
 KV4841                          STATION RECOVERY (1933)
 KV4841
 KV4841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4841'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED, WITH THE
 KV4841'FOLLOWING EXCEPTIONS--
 KV4841'
 KV4841'STATION IS MARKED BY THE DRILL HOLE IN A 5/8 INCH ALLEGHENY-METAL
 KV4841'ROD SET IN THE 12-INCH FLAT TOP OF A TRUNCATED CONICAL
 KV4841'CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND
 KV4841'LEVEL.  THE LEGEND HOS-USCGS IS INLAID WITH NEAT BLACK CEMENT IN
 KV4841'THE TOP OF THIS MONUMENT.
 KV4841
 KV4841                          STATION RECOVERY (1934)
 KV4841
 KV4841'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1934
 KV4841'RECOVERED IN GOOD CONDITION FROM ORIGINAL DESCRIPTION AND THE
 KV4841'1933 RECOVERY NOTE.
 KV4841'
 KV4841'SECOND HALF OF SECOND PARAGRAPH OF ORIGINAL DESCRIPTION SHOULD
 KV4841'BE CORRECTED AS FOLLOWS--
 KV4841'
 KV4841'THE THREE REFERENCE MARKS WERE SET IN SIMILAR FORMS, PROJECTING
 KV4841'6 INCHES ABOVE THE GROUND AS FOLLOWS--
 KV4841'
 KV4841'REFERENCE MARK NO.1 TO THE S ON THE OTHER SIDE OF KING
 KV4841'GEORGES ROAD.
 KV4841'
 KV4841'REFERENCE MARK NO.2 TO THE NW.
 KV4841'
 KV4841'REFERENCE MARK NO.3 TO THE NE IN THE DIRECTION OF A TWO-STORY
 KV4841'FRAME DWELLING.
 KV4841
 KV4841                          STATION RECOVERY (1945)
 KV4841
 KV4841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RGB)
 KV4841'THIS STATION REPORTED TO BE IN GOOD CONDITION BY ENGINEER
 KV4841'BERNARD S. BRAMELD OF POST ENGINEERS OFFICE RARITAN ARSENAL,
 KV4841'NEW JERSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4212 ***********************************************************************
 KV4212  DESIGNATION -  HOSP
 KV4212  PID         -  KV4212
 KV4212  STATE/COUNTY-  NJ/PASSAIC
 KV4212  USGS QUAD   -  ORANGE (1981)
 KV4212
 KV4212                         *CURRENT SURVEY CONTROL
 KV4212  ___________________________________________________________________
 KV4212* NAD 83(1996)-  40 51 03.58108(N)    074 07 43.42940(W)     ADJUSTED  
 KV4212* NAVD 88     -        67.6    (meters)     222.     (feet)  GPS OBS   
 KV4212  ___________________________________________________________________
 KV4212  X           -   1,321,292.194 (meters)                     COMP
 KV4212  Y           -  -4,647,275.520 (meters)                     COMP
 KV4212  Z           -   4,149,943.784 (meters)                     COMP
 KV4212  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 KV4212  ELLIP HEIGHT-          35.42  (meters)          (10/23/02) GPS OBS
 KV4212  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KV4212
 KV4212  HORZ ORDER  -  FIRST
 KV4212  ELLP ORDER  -  FOURTH    CLASS I
 KV4212
 KV4212.The horizontal coordinates were established by GPS observations
 KV4212.and adjusted by the National Geodetic Survey in May 1999..
 KV4212
 KV4212.The orthometric height was determined by GPS observations and a
 KV4212.high-resolution geoid model.
 KV4212
 KV4212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4212
 KV4212.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4212
 KV4212.The ellipsoidal height was determined by GPS observations
 KV4212.and is referenced to NAD 83.
 KV4212
 KV4212.The geoid height was determined by GEOID03.
 KV4212
 KV4212;                    North         East     Units Scale Factor Converg.
 KV4212;SPC NJ       -   224,068.159   181,303.980   MT  0.99991206   +0 14 34.3
 KV4212;SPC NJ       -   735,130.28    594,828.14   sFT  0.99991206   +0 14 34.3
 KV4212;SPC NY L     -    76,000.197   289,144.950   MT  0.99999490   -0 05 03.1
 KV4212;SPC NY L     -   249,343.98    948,636.39   sFT  0.99999490   -0 05 03.1
 KV4212;UTM  18      - 4,522,581.531   573,440.293   MT  0.99966638   +0 34 11.7
 KV4212
 KV4212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4212!SPC NJ       -   0.99999444  x   0.99991206  =   0.99990650
 KV4212!SPC NY L     -   0.99999444  x   0.99999490  =   0.99998934
 KV4212!UTM  18      -   0.99999444  x   0.99966638  =   0.99966083
 KV4212
 KV4212:                Primary Azimuth Mark                     Grid Az
 KV4212:SPC NJ       -  PASSAIC ST JOHNS CHURCH SPIRE            003 55 05.2
 KV4212:SPC NY L     -  PASSAIC ST JOHNS CHURCH SPIRE            004 14 42.6
 KV4212:UTM  18      -  PASSAIC ST JOHNS CHURCH SPIRE            003 35 27.8
 KV4212
 KV4212|---------------------------------------------------------------------|
 KV4212| PID    Reference Object                     Distance      Geod. Az  |
 KV4212|                                                           dddmmss.s |
 KV4212| KV4215 PASSAIC ST JOHNS CHURCH SPIRE       APPROX. 1.9 KM 0040939.5 |
 KV4212| KV3925 PASSAIC BOTANY WORSTED CHIMNEY      APPROX. 2.6 KM 0193102.0 |
 KV4212| KV3951 PASSAIC WOOLEN SPINNING CO TK       APPROX. 2.1 KM 0574303.1 |
 KV4212| KV3935 PASSAIC PATTERSON PARCH CHIM        APPROX. 1.6 KM 0671340.4 |
 KV4212| KV3980 WALLINGTON ROEHRS NURSERY CHIM      APPROX. 1.9 KM 1053306.5 |
 KV4212| KV3975 E RUTHERFORD STAND BLEACH CHIM      APPROX. 1.4 KM 1260808.3 |
 KV4212| CB5189 HOSP RM 1                             1.733 METERS 12806     |
 KV4212| KV4207 DELAWANNA GOODLATTE OILCL TANK      APPROX. 2.0 KM 1841840.3 |
 KV4212| CB5190 HOSP RM 2                             7.668 METERS 21825     |
 KV4212| CB5191 HOSP RM 3                             7.270 METERS 30617     |
 KV4212| KV4217 PASSAIC HIGH SCHOOL FLAGPOLE        APPROX. 0.7 KM 3324736.2 |
 KV4212|---------------------------------------------------------------------|
 KV4212
 KV4212                          SUPERSEDED SURVEY CONTROL
 KV4212
 KV4212  ELLIP H (05/14/99)   35.43   (m)                       GP(       ) 4 1
 KV4212  NAD 83(1996)-  40 51 03.58080(N)    074 07 43.42956(W) AD(       ) 1
 KV4212  NAD 83(1986)-  40 51 03.57885(N)    074 07 43.43194(W) AD(       ) 1
 KV4212  NAD 83(1986)-  40 51 03.57907(N)    074 07 43.44229(W) AD(       ) 2
 KV4212  NAD 27      -  40 51 03.22400(N)    074 07 44.92100(W) AD(       ) 2
 KV4212
 KV4212.Superseded values are not recommended for survey control.
 KV4212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4212.See file dsdata.txt to determine how the superseded data were derived.
 KV4212
 KV4212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7344022582(NAD 83)
 KV4212_MARKER: DS = TRIANGULATION STATION DISK
 KV4212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4212_SP_SET: CONCRETE POST
 KV4212_STAMPING: HOSP 1933
 KV4212_MARK LOGO: CGS   
 KV4212_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV4212+STABILITY: SURFACE MOTION
 KV4212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4212+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1992
 KV4212
 KV4212  HISTORY     - Date     Condition        Report By
 KV4212  HISTORY     - 1933     MONUMENTED       CGS
 KV4212  HISTORY     - 1933     GOOD             CGS
 KV4212  HISTORY     - 1933     GOOD             CGS
 KV4212  HISTORY     - 1934     GOOD             NJGS
 KV4212  HISTORY     - 19920711 GOOD             NJGS
 KV4212
 KV4212                          STATION DESCRIPTION
 KV4212
 KV4212'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4212'THIS STATION IS W OF THE PASSAIC RIVER, IN PASSAIC ON THE E
 KV4212'SIDE OF PENNINGTON AVENUE BETWEEN RANDOLPH STREET AND AYCRIGG
 KV4212'AVENUE, ATOP THE S WING OF ST. MARYS HOSPITAL (A 5-STORY, RED
 KV4212'BRICK BUILDING IN THE RESIDENTIAL SECTION OF THE CITY).  IT IS
 KV4212'NEAR THE CENTER OF THE E SIDE OF THE MAIN ROOF.
 KV4212'
 KV4212'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK
 KV4212'STAMPED HOSP-1933 SET IN THE TOP OF A DOME-SHAPED CONCRETE
 KV4212'MONUMENT, SECURED TO THE CONCRETE ROOF WITH LAG-SCREWS.
 KV4212'
 KV4212'TWO STANDARD C. AND G.S. REFERENCE DISKS WERE CEMENTED IN DRILL
 KV4212'HOLES AND SET FLUSH WITH THE COPING.  NO.1 IN THE COPING TO THE
 KV4212'E.  NO.2 IS THE COPING TO THE S.
 KV4212'
 KV4212'A THIRD STANDARD C. AND G.S. REFERENCE DISK (NO.3) WAS PLACED
 KV4212'IN THE BASE OF THE WIRE FENCE TO THE W.  ADDITIONAL
 KV4212'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS --
 KV4212'
 KV4212'TO SE CORNER OF SKYLIGHT 2.623 METERS.
 KV4212'
 KV4212'TO SW CORNER OF SKYLIGHT 3.715 METERS.
 KV4212'
 KV4212'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD SET-UPS
 KV4212'ON THE TAR AND GRAVEL ROOFING.  AN OBSERVRS PLATFORM IS NOT
 KV4212'NEEDED.
 KV4212'
 KV4212'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 METERS.
 KV4212
 KV4212                          STATION RECOVERY (1933)
 KV4212
 KV4212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4212'RECOVERED AS ORIGINALLY DESCRIBED, WITH THE FOLLOWING EXCEPTIONS --
 KV4212'
 KV4212'THE DISTANCE TO REFERENCE MARK NO.3 SHOULD BE CHANGED TO READ
 KV4212'7.429 METERS.  REFERENCE DISTANCE TO SE CORNER OF SKYLIGHT
 KV4212'SHOULD READ 2.639 METERS.
 KV4212
 KV4212                          STATION RECOVERY (1933)
 KV4212
 KV4212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 KV4212'RECOVERED IN GOOD CONDITION.
 KV4212
 KV4212                          STATION RECOVERY (1934)
 KV4212
 KV4212'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1934
 KV4212'STATION RECOVERED, AS DESCRIBED, IN GOOD CONDITION.
 KV4212
 KV4212                          STATION RECOVERY (1992)
 KV4212
 KV4212'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV4212'THE STATION IS LOCATED IN THE CITY OF PASSAIC ON THE EAST SIDE OF
 KV4212'PENNINGTON AVENUE, BETWEEN RANDOLPH STREET AND AYCRIGG AVENUE, ON TOP
 KV4212'OF THE MAIN ROOF ON THE EAST SIDE OF THE SOUTH WING OF SAINT MARYS
 KV4212'HOSPITAL, A FIVE STORY RED BRICK BUILDING.  TO REACH THE STATION
 KV4212'FROM THE NORTHBOUND LANES OF THE GARDEN STATE PARKWAY AND U.S.
 KV4212'HIGHWAY 46, INTERCHANGE 154, GO 0.35 MI (0.56 KM) EAST ON U.S.
 KV4212'HIGHWAY 46 TO THE JUNCTION WITH PAULISON AVENUE, TURN RIGHT AND TAKE
 KV4212'THE RAMP DOWN TO PAULISON AVENUE, TURN LEFT AND GO 2.4 MI
 KV4212'(3.9 KM) SOUTHEAST ON PAULISON AVENUE TO THE JUNCTION WITH PENNINGTON
 KV4212'AVENUE, TURN RIGHT AND GO 0.3 MI (0.5 KM) SOUTH SOUTHWEST ON
 KV4212'PENNINGTON AVENUE TO THE HOSPITAL COMPLEX, 211 PENNINGTON AVENUE, ON
 KV4212'THE LEFT.  PERMISSION TO OCCUPY THE STATION AND TO GAIN ACCESS TO THE
 KV4212'ROOF MUST BE OBTAINED FROM MR. LOUIS COLLAR OR MR. DAVID QUIGLY,
 KV4212'PHONE 201 470 3000.  THE STATION, STAMPED HOSP 1933, IS SET IN THE
 KV4212'TOP OF A DOME SHAPED CONCRETE MONUMENT AND ATTACHED TO THE ROOF WITH
 KV4212'LAG SCREWS. REFERENCE MARKS 1 AND 2 WERE ALSO RECOVERED. NO
 KV4212'MEASUREMENTS WERE TAKEN AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5078 ***********************************************************************
 KV5078  DESIGNATION -  HOSPITAL
 KV5078  PID         -  KV5078
 KV5078  STATE/COUNTY-  NJ/MONMOUTH
 KV5078  USGS QUAD   -  MARLBORO (1981)
 KV5078
 KV5078                         *CURRENT SURVEY CONTROL
 KV5078  ___________________________________________________________________
 KV5078* NAD 83(1996)-  40 20 47.89078(N)    074 13 48.13148(W)     ADJUSTED  
 KV5078* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 KV5078  ___________________________________________________________________
 KV5078  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 KV5078  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KV5078
 KV5078  HORZ ORDER  -  FIRST
 KV5078
 KV5078.The horizontal coordinates were established by classical geodetic methods
 KV5078.and adjusted by the National Geodetic Survey in September 1999..
 KV5078
 KV5078.The orthometric height was scaled from a topographic map.
 KV5078
 KV5078.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5078
 KV5078.The geoid height was determined by GEOID03.
 KV5078
 KV5078;                    North         East     Units Scale Factor Converg.
 KV5078;SPC NJ       -   168,035.331   172,933.951   MT  0.99990647   +0 10 29.2
 KV5078;SPC NJ       -   551,295.92    567,367.47   sFT  0.99990647   +0 10 29.2
 KV5078;UTM  18      - 4,466,516.079   565,390.634   MT  0.99965263   +0 29 54.6
 KV5078
 KV5078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5078!SPC NJ       -   0.99999508  x   0.99990647  =   0.99990155
 KV5078!UTM  18      -   0.99999508  x   0.99965263  =   0.99964771
 KV5078
 KV5078|---------------------------------------------------------------------|
 KV5078| PID    Reference Object                     Distance      Geod. Az  |
 KV5078|                                                           dddmmss.s |
 KV5078| CB5194 HOSPITAL RM 1                        42.745 METERS 07947     |
 KV5078| KV5079 MARLBORO STATE HOSP TANK            104.047 METERS 09217     |
 KV5078| CB5195 HOSPITAL RM 2                        22.887 METERS 18256     |
 KV5078| CB5193 HOSPITAL AZ MK                                     2875513.5 |
 KV5078|---------------------------------------------------------------------|
 KV5078
 KV5078                          SUPERSEDED SURVEY CONTROL
 KV5078
 KV5078  NAD 83(1986)-  40 20 47.89196(N)    074 13 48.12765(W) AD(       ) 1
 KV5078  NAD 27      -  40 20 47.49800(N)    074 13 49.60500(W) AD(       ) 1
 KV5078
 KV5078.Superseded values are not recommended for survey control.
 KV5078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5078.See file dsdata.txt to determine how the superseded data were derived.
 KV5078
 KV5078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6539166516(NAD 83)
 KV5078_MARKER: DS = TRIANGULATION STATION DISK
 KV5078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5078_STAMPING: HOSPITAL 1935
 KV5078_MARK LOGO: CGS   
 KV5078_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5078+STABILITY: SURFACE MOTION
 KV5078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5078+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2001
 KV5078
 KV5078  HISTORY     - Date     Condition        Report By
 KV5078  HISTORY     - 1935     MONUMENTED       CGS
 KV5078  HISTORY     - 19930809 GOOD             NJGS
 KV5078  HISTORY     - 19950906 GOOD             USPSQD
 KV5078  HISTORY     - 20010503 GOOD             USPSQD
 KV5078
 KV5078                          STATION DESCRIPTION
 KV5078
 KV5078'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5078'THE STATION IS THE PROPERTY OF THE MARLBORO STATE HOSPITAL, ON
 KV5078'STATE PROPERTY, 2.3 MILES SOUTHEAST OF MATAWAN, 12 PACES SOUTH OF
 KV5078'CENTERLINE OF DRIVE TO WHITE HOUSE, 25 PACES SOUTH OF WHITE
 KV5078'2-STORY HOUSE, 18 PACES EAST OF CENTERLINE OF ROAD, AND
 KV5078'APPROXIMATELY 50 PACES WEST-NORTHWEST OF A WATER TANK.  MARK
 KV5078'PROJECTS 6 INCHES.
 KV5078'
 KV5078'REFERENCE MARK NO. 2 IS 75.09 FEET SOUTH-SOUTHWEST OF STATION,
 KV5078'3 PACES EAST OF CENTERLINE OF ROAD, AND 4 PACES WEST OF
 KV5078'NORTHWEST TREE IN ORCHARD.  MARK PROJECTS 6 INCHES.
 KV5078'
 KV5078'REFERENCE MARK NO. 1 IS 140.24 FEET EAST-SOUTHEAST OF STATION,
 KV5078'IN EAST EDGE OF GARDEN PLOT, AND 7 PACES NORTH OF NORTHEAST EDGE
 KV5078'OF ORCHARD.  MARK PROJECTS 6 INCHES.
 KV5078'
 KV5078'AZIMUTH MARK IS 0.9 MILE NORTHWEST OF STATION.  TO REACH
 KV5078'AZIMUTH MARK, GO NORTH 0.7 MILE TO CROSS ROAD, TURN LEFT AND GO
 KV5078'0.7 MILE TO MARK ON LEFT, 4 PACES SOUTH OF CENTERLINE OF ROAD,
 KV5078'AND 6 INCHES NORTH OF FENCE.  MARK PROJECTS 6 INCHES.
 KV5078'
 KV5078'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 KV5078'IS 173.50 FEET.
 KV5078'
 KV5078'TO REACH STATION FROM CENTER OF FREEHOLD, GO NORTH FOR 5.30 MILES
 KV5078'TO SIGN MARLBORO STATE HOSPITAL.  HERE TURN RIGHT AND GO 1.1 MILES
 KV5078'TO A T-ROAD LEFT.  TURN LEFT AND GO 0.6 MILE TO DOUBLE ROW OF
 KV5078'BRICK HOUSES ON LEFT AND WHITE HOUSE ON RIGHT, AT STATION SITE.
 KV5078'
 KV5078'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 KV5078
 KV5078                          STATION RECOVERY (1993)
 KV5078
 KV5078'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (RJK)
 KV5078'THE STATION IS LOCATED IN MARLBORO TOWNSHIP, IN THE NORTHWEST CORNER
 KV5078'OF A PASTURE CONTAINING A LARGE WATER TANK, ON THE GROUNDS OWNED BY
 KV5078'THE MARLBORO PSYCHIATRIC HOSPITAL.  TO REACH THE STATION FROM THE
 KV5078'MONMOUTH COUNTY COURT HOUSE, IN THE BOROUGH OF FREEHOLD, GO ABOUT 5.5
 KV5078'MI (8.9 KM) NORTH NORTHEAST ON STATE ROUTE 79 TO THE JUNCTION WITH
 KV5078'COUNTY ROAD 520, NEWMAN SPRINGS ROAD, TURN RIGHT AND GO 1.2 MI (1.9
 KV5078'KM) EAST TO THE JUNCTION WITH CONOVER ROAD, TURN LEFT AND GO 0.6 MI
 KV5078'(1.0 KM) TO THE STATION ON THE RIGHT.  THE STATION IS 16.6 M (54.5 FT)
 KV5078'EAST OF THE CENTERLINE OF CONOVER ROAD, 10.2 M (33.5 FT) EAST OF A
 KV5078'WOVEN WIRE FENCE, 2.4 M (7.9 FT) SOUTH OF A WOVEN WIRE FENCE, 8.1 M
 KV5078'(26.6 FT) SOUTH OF A 3 FT (0.9 M) LOCUST TREE, 54.0 M (177.2 FT) WEST
 KV5078'OF THE CENTER OF THE CENTER PIPE OF THE WATER TANK, 0.3 M (1.0 FT)
 KV5078'WEST OF THE WEST RANGE OF A 2.5 STORY WHITE FRAME MONMOUTH COUNTY
 KV5078'OFFICE BUILDING, NUMBER 86, 23.0 M (75.5 FT) NORTHEAST OF REFERENCE
 KV5078'MARK NUMBER 2, AND PROJECTING 0.05 M. (0.16 FT)
 KV5078
 KV5078                          STATION RECOVERY (1995)
 KV5078
 KV5078'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5078'RECOVERED IN GOOD CONDITION.
 KV5078
 KV5078                          STATION RECOVERY (2001)
 KV5078
 KV5078'RECOVERY NOTE BY US POWER SQUADRON 2001 (RA)
 KV5078'FOLLOW STATION RECOVERY (1993) DESCRIPTION OF APPROACH. ON CONOVER
 KV5078'ROAD GO 0.6 MI TO 2.5 STORY WHITE FRAME HOUSE ON RIGHT. MARKER IS IN
 KV5078'FENCED PASTURE JUST SOUTH OF DRIVEWAY OF HOUSE. USE WEST WALL OF HOUSE
 KV5078'AS RANGE AND MARKER IS 7.9 FEET SOUTH OF WOVEN WIRE FENCE. REFERENCE
 KV5078'MARKS 1 AND 2 AND AZIMUTH MARK NOT FOUND (ROAD WIDENED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2758 ***********************************************************************
 JU2758  DESIGNATION -  HOTEL
 JU2758  PID         -  JU2758
 JU2758  STATE/COUNTY-  NJ/ATLANTIC
 JU2758  USGS QUAD   -  BRIGANTINE INLET (1994)
 JU2758
 JU2758                         *CURRENT SURVEY CONTROL
 JU2758  ___________________________________________________________________
 JU2758* NAD 83(1996)-  39 23 58.44594(N)    074 22 17.43422(W)     ADJUSTED  
 JU2758* NAVD 88     -        37.7    (meters)     124.     (feet)  VERTCON   
 JU2758  ___________________________________________________________________
 JU2758  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 JU2758  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JU2758
 JU2758  HORZ ORDER  -  FIRST
 JU2758
 JU2758.The horizontal coordinates were established by classical geodetic methods
 JU2758.and adjusted by the National Geodetic Survey in September 1999..
 JU2758
 JU2758.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2758
 JU2758.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2758
 JU2758.The geoid height was determined by GEOID03.
 JU2758
 JU2758;                    North         East     Units Scale Factor Converg.
 JU2758;SPC NJ       -    62,863.699   161,066.690   MT  0.99990151   +0 04 53.6
 JU2758;SPC NJ       -   206,245.32    528,432.97   sFT  0.99990151   +0 04 53.6
 JU2758;UTM  18      - 4,361,307.023   554,114.891   MT  0.99963605   +0 23 56.1
 JU2758
 JU2758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2758!SPC NJ       -   0.99999946  x   0.99990151  =   0.99990097
 JU2758!UTM  18      -   0.99999946  x   0.99963605  =   0.99963551
 JU2758
 JU2758:                Primary Azimuth Mark                     Grid Az
 JU2758:SPC NJ       -  SEVEN ISLANDS FISH FACTORY TK            012 28 25.9
 JU2758:UTM  18      -  SEVEN ISLANDS FISH FACTORY TK            012 09 23.4
 JU2758
 JU2758|---------------------------------------------------------------------|
 JU2758| PID    Reference Object                     Distance      Geod. Az  |
 JU2758|                                                           dddmmss.s |
 JU2758| JU2723 SEVEN ISLANDS FISH FACTORY TK       APPROX.13.6 KM 0123319.5 |
 JU2758| CB2090 HOTEL RM 4 AZIMUTH                                 01524     |
 JU2758| JU2763 BRIGANTINE N WATER TANK NEW         APPROX. 1.4 KM 0201627.5 |
 JU2758| CB2088 HOTEL RM 2                            4.429 METERS 03055     |
 JU2758| JU2756 BRIGANTINE BEACH NORTH TANK         APPROX. 2.3 KM 0353932.0 |
 JU2758| JU2757 BRIGANTINE ELEVATED TANK            APPROX. 2.2 KM 0373815.8 |
 JU2758| CB2087 HOTEL RM 1                            2.068 METERS 14636     |
 JU2758| JU2765 ATLANTIC CITY CLARIDGE HOTEL        APPROX. 7.0 KM 2280439.3 |
 JU2758| JU2770 ATLANTIC CITY MUNICIPAL TANK        APPROX. 5.7 KM 2361117.5 |
 JU2758| JU2862 MARGATE CITY WATER TANK             APPROX.13.4 KM 2372446.5 |
 JU2758| JU2821 BRIGANTINE S WATER TANK NEW         APPROX. 2.3 KM 2472433.5 |
 JU2758| JU2779 ATLANTIC CITY RADIO WFPG MAST       APPROX. 7.4 KM 2493453.3 |
 JU2758| JU2793 ATLANTIC CITY RAD WFPG FM MAST      APPROX. 7.0 KM 2504824.8 |
 JU2758| JU2780 BRIGANTINE BEACH SOUTH TANK         APPROX. 1.7 KM 2532730.7 |
 JU2758| CB2089 HOTEL RM 3                            4.206 METERS 26003     |
 JU2758| JU2826 PLEASANTVILLE WATER TANK            APPROX.14.7 KM 2603628.5 |
 JU2758| JU2827 PLEASANTVILLE HAMMELL MON TANK      APPROX.13.9 KM 2671853.0 |
 JU2758| JU2810 SEAVIEW COUNTRY CLUB STANDPIPE      APPROX.10.5 KM 3020200.1 |
 JU2758| CB1436 HOTEL RM DRILL HOLE                                30641     |
 JU2758| JU2764 BRIGANTINE MUNICIPAL TK NEW         448.756 METERS 3352415.0 |
 JU2758|---------------------------------------------------------------------|
 JU2758
 JU2758                          SUPERSEDED SURVEY CONTROL
 JU2758
 JU2758  NAD 83(1986)-  39 23 58.43579(N)    074 22 17.42555(W) AD(       ) 1
 JU2758  NAD 27      -  39 23 58.01210(N)    074 22 18.90530(W) AD(       ) 1
 JU2758  NGVD 29 (07/19/86)   38.1    (m)          125.     (f) VERT ANG       
 JU2758
 JU2758.Superseded values are not recommended for survey control.
 JU2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2758.See file dsdata.txt to determine how the superseded data were derived.
 JU2758
 JU2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5411561307(NAD 83)
 JU2758_MARKER: DS = TRIANGULATION STATION DISK
 JU2758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2758_STAMPING: HOTEL 1931
 JU2758_MARK LOGO: CGS   
 JU2758_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2758+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1990
 JU2758
 JU2758  HISTORY     - Date     Condition        Report By
 JU2758  HISTORY     - 1931     MONUMENTED       CGS
 JU2758  HISTORY     - 1931     GOOD             CGS
 JU2758  HISTORY     - 1932     GOOD             CGS
 JU2758  HISTORY     - 1950     GOOD             CGS
 JU2758  HISTORY     - 1962     GOOD             CGS
 JU2758  HISTORY     - 1962     GOOD             CGS
 JU2758  HISTORY     - 1973     GOOD             NGS
 JU2758  HISTORY     - 1980     GOOD             NGS
 JU2758  HISTORY     - 1980     GOOD             LOCSUR
 JU2758  HISTORY     - 19900808 GOOD             NJGS
 JU2758
 JU2758                          STATION DESCRIPTION
 JU2758
 JU2758'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 JU2758'THIS STATION IS ON THE OUTER COAST APPROXIMATELY 3 MILES NE
 JU2758'OF ATLANTIC CITY, ON THE BRIGANTINE GOLF AND COUNTRY CLUB
 JU2758'HOTEL.  THE STATION IS LOCATED IN THE CENTER OF THE WESTERN
 JU2758'PENTHOUSE-ROOF.
 JU2758'
 JU2758'CENTER IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 JU2758'(STAMPED HOTEL-1931) SET IN THE TOP OF A 10- BY 10- BY 6-INCH
 JU2758'TRUNCATED-PYRAMIDAL CONCRETE MONUMENT (SECURED TO THE CONCRETE
 JU2758'ROOF BY LAG SCREWS).  THREE STANDARD C. AND G.S. BRONZE REFERENCE
 JU2758'DISKS WERE CEMENTED IN DRILL-HOLES ATOP THE PENTHOUSE
 JU2758'PARAPETCOPINGS--ONE EACH IN THE NW AND SW CORNERS, THE THIRD ON
 JU2758'THE E COPING.  THERE IS AMPLE ROOM AND GOOD FOOTING FOR A
 JU2758'CENTRAL TRIPOD SET-UP ON THE TAR-AND-GRAVEL ROOFING.
 JU2758'
 JU2758'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 JU2758
 JU2758                          STATION RECOVERY (1931)
 JU2758
 JU2758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 JU2758'RECOVERED IN GOOD CONDITION.
 JU2758
 JU2758                          STATION RECOVERY (1932)
 JU2758
 JU2758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2758'RECOVERED AS DESCRIBED, INCLUDING REFERENCE MARKS.
 JU2758'
 JU2758'AZIMUTH MARK (R.M.NO. 4, 1932) IS IN REAR OF AND ON PROJECTION
 JU2758'OF SE PROPERTY LINE OF THE U.S. COAST GUARD STATION AT S
 JU2758'BRIGANTINE, STATION NO. 122.  AT THE SW CURB OF NINTH STREET
 JU2758'S.  APPROXIMATELY 85 METERS NW OF CENTER LINE OF BRIGANTINE
 JU2758'AVENUE APPROXIMATELY 0.5 MILE N OF STATION.
 JU2758
 JU2758                          STATION RECOVERY (1950)
 JU2758
 JU2758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2758'STATION AND R.M.S 1, 2, 3, AND 4 WERE RECOVERED IN GOOD
 JU2758'CONDITION.  ORIGINAL DESCRIPTION ADEQUATE AND CORRECT WITH THE
 JU2758'FOLLOWING EXCEPTION--
 JU2758'
 JU2758'THE PROPERTY IS NOW KNOWN AS THE BRIGANTINE HOTEL INSTEAD OF
 JU2758'THE BRIGANTINE GOLF AND COUNTRY CLUB HOTEL AS ORIGINALLY
 JU2758'DESCRIBED.
 JU2758'
 JU2758'R.M. 4 IS LOCATED IN FRONT OF AND ON THE PROJECTION OF SE
 JU2758'PROPERTY LINE OF A RESIDENCE, INSTEAD OF U.S. COAST GUARD STATION
 JU2758'NO. 122 AS ORIGINALLY DESCRIBED.
 JU2758
 JU2758                          STATION RECOVERY (1962)
 JU2758
 JU2758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2758'RECOVERED AS DESCRIBED WITH THE EXCEPTION OF RM 4 (AZIMUTH MARK),
 JU2758'WHICH APPEARS TO HAVE BEEN WASHED OUT ALONG WITH THE ROAD AND
 JU2758'SIDEWALK.
 JU2758
 JU2758                          STATION RECOVERY (1962)
 JU2758
 JU2758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2758'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED, EXCEPT
 JU2758'REFERENCE MARK 4 IS NOT VISIBLE TO THE STATION AS A BUILDING
 JU2758'IS ON LINE.
 JU2758'
 JU2758'THE DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED.  THE
 JU2758'DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE .04 FOOT LONGER
 JU2758'AND THE DIRECTION 4 MINUTES AND 3 SECONDS HIGHER VALUE.  THE
 JU2758'DISTANCE TO REFERENCE MARK 3 WAS .02 FOOT HIGHER AND THE
 JU2758'DIRECTION 1 MINUTE AND 5 SECONDS HIGHER.  THE 1935 DISTANCE AND
 JU2758'DIRECTION TO REFERENCE MARK 4 WERE USED AS IT IS NOT VISIBLE TO
 JU2758'THE STATION NOW.
 JU2758'
 JU2758'HEIGHT OF LIGHT ABOVE STATION MARK 1.77 METERS.
 JU2758
 JU2758                          STATION RECOVERY (1973)
 JU2758
 JU2758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 JU2758'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 JU2758'CONDITION AS DESCRIBED.  THE AZIMUTH MARK FOR THIS STATION WAS
 JU2758'REPORTED DESTROYED.  HOWEVER I FOUND THE MARK AS IT WAS
 JU2758'DESCRIBED AND IT IS IN GOOD CONDITION.  THE DAY THE STATION WAS
 JU2758'RECOVERED THE WIND WAS TO STRONG TO ATTEMPT TO MEASURE OR
 JU2758'INTERSECT THE REFERENCE MARKS.  THE TOP OF THE HOTEL ROOF IS
 JU2758'SMALL AND AT THIS DATE IT WOULD BE DANGEROUS TO WORK ON IT.
 JU2758'
 JU2758'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2758'IN BRIGANTINE.
 JU2758
 JU2758                          STATION RECOVERY (1980)
 JU2758
 JU2758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 JU2758'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 JU2758'AS DESCRIBED.  REFERENCE MARK ONE COULD NOT BE INTERSECTED AT THIS
 JU2758'DATE DUE TO LACK OF PERSONNEL.  THE DISTANCES TO ALL OBJECTS CHECKED
 JU2758'HOWEVER A SLIGHT DIFFERENCE IN DIRECTION TO THE REFERENCE WAS NOTED.
 JU2758
 JU2758                          STATION RECOVERY (1980)
 JU2758
 JU2758'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 JU2758'RECOVERED BY NDS INC AND FOUND TO BE GOOD CONDITION.  RM 1,
 JU2758'RM 3, AND RM 4 FOUND IN GOOD CONDITION, AND RM 2 THE STEM OF THE DISK
 JU2758'IS REMAINING.
 JU2758
 JU2758                          STATION RECOVERY (1990)
 JU2758
 JU2758'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2758'THE STATION IS LOCATED IN BRIGANTINE, IN THE CENTER OF THE WESTERN
 JU2758'PENTHOUSE ROOF OF THE ELEVEN STORY BRIGANTINE INN, AT 15TH STREET
 JU2758'SOUTH AND 1400 OCEAN AVENUE.  MAINTENANCE SUPERVISOR, MR WILLIAM
 JU2758'MCELROY, 609 266 2266 EXTENSION 133.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4039 ***********************************************************************
 KV4039  DESIGNATION -  HOTEL
 KV4039  PID         -  KV4039
 KV4039  STATE/COUNTY-  NJ/PASSAIC
 KV4039  USGS QUAD   -  WEEHAWKEN (1995)
 KV4039
 KV4039                         *CURRENT SURVEY CONTROL
 KV4039  ___________________________________________________________________
 KV4039* NAD 83(1996)-  40 49 21.99370(N)    074 07 27.82445(W)     ADJUSTED  
 KV4039* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV4039  ___________________________________________________________________
 KV4039  LAPLACE CORR-           6.30  (seconds)                    DEFLEC99
 KV4039  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KV4039
 KV4039  HORZ ORDER  -  THIRD
 KV4039
 KV4039.The horizontal coordinates were established by classical geodetic methods
 KV4039.and adjusted by the National Geodetic Survey in September 1999..
 KV4039
 KV4039.The orthometric height was scaled from a topographic map.
 KV4039
 KV4039.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4039
 KV4039.The geoid height was determined by GEOID03.
 KV4039
 KV4039;                    North         East     Units Scale Factor Converg.
 KV4039;SPC NJ       -   220,936.310   181,682.898   MT  0.99991235   +0 14 44.0
 KV4039;SPC NJ       -   724,855.21    596,071.31   sFT  0.99991235   +0 14 44.0
 KV4039;SPC NY L     -    72,865.978   289,506.019   MT  0.99999501   -0 04 52.9
 KV4039;SPC NY L     -   239,061.13    949,821.00   sFT  0.99999501   -0 04 52.9
 KV4039;UTM  18      - 4,519,452.665   573,836.981   MT  0.99966710   +0 34 20.7
 KV4039
 KV4039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4039!SPC NJ       -   1.00000509  x   0.99991235  =   0.99991744
 KV4039!SPC NY L     -   1.00000509  x   0.99999501  =   1.00000010
 KV4039!UTM  18      -   1.00000509  x   0.99966710  =   0.99967219
 KV4039
 KV4039:                Primary Azimuth Mark                     Grid Az
 KV4039:SPC NJ       -  NECK                                     018 00 23.9
 KV4039:SPC NY L     -  NECK                                     018 20 00.8
 KV4039:UTM  18      -  NECK                                     017 40 47.2
 KV4039
 KV4039|---------------------------------------------------------------------|
 KV4039| PID    Reference Object                     Distance      Geod. Az  |
 KV4039|                                                           dddmmss.s |
 KV4039| KV4027 NECK                                APPROX. 0.6 KM 0181507.9 |
 KV4039| KV4022 BOAT 1913                           378.330 METERS 03154     |
 KV4039| CB5197 HOTEL RM 2                                         12541     |
 KV4039| KV4043 FORD                                108.752 METERS 13139     |
 KV4039| CB5196 HOTEL RM 1                                         16132     |
 KV4039| KV4189 LAKE                                299.689 METERS 20046     |
 KV4039| KV4184 POND                                258.170 METERS 25315     |
 KV4039|---------------------------------------------------------------------|
 KV4039
 KV4039                          SUPERSEDED SURVEY CONTROL
 KV4039
 KV4039  NAD 83(1996)-  40 49 21.99347(N)    074 07 27.82475(W) AD(       ) 3
 KV4039  NAD 83(1996)-  40 49 21.99011(N)    074 07 27.83375(W) AD(       ) 3
 KV4039  NAD 83(1992)-  40 49 21.99011(N)    074 07 27.83375(W) AD(       ) 3
 KV4039  NAD 83(1986)-  40 49 21.99032(N)    074 07 27.83402(W) AD(       ) 3
 KV4039  NAD 27      -  40 49 21.62500(N)    074 07 29.31100(W) AD(       ) 3
 KV4039
 KV4039.Superseded values are not recommended for survey control.
 KV4039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4039.See file dsdata.txt to determine how the superseded data were derived.
 KV4039
 KV4039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7383719453(NAD 83)
 KV4039_MARKER: Z = SEE DESCRIPTION
 KV4039_SETTING: 0 = UNSPECIFIED SETTING
 KV4039
 KV4039  HISTORY     - Date     Condition        Report By
 KV4039  HISTORY     - 1913     MONUMENTED       CGS
 KV4039  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4039
 KV4039                          STATION DESCRIPTION
 KV4039
 KV4039'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4039'STATION IS NEAR THE W SIDE OF PASSAIC RIVER, ON THE RUTHERFORD
 KV4039'AVENUE BRIDGE, 30 METERS FROM THE W END OF THE BRIDGE, 10.46 METERS
 KV4039'FROM THE W ABUTMENT OF THE DRAW AND 50 METERS FROM THE RIVER-VIEW
 KV4039'HOTEL.
 KV4039'
 KV4039'THE STATION IS MARKED BY A HOLE IN THE TOP OF A DRIVEN BRASS
 KV4039'WEDGE, 2 FEET FROM THE NORTHERN SIDEWALK.
 KV4039
 KV4039                          STATION RECOVERY (1933)
 KV4039
 KV4039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4039'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5148 ***********************************************************************
 KV5148  DESIGNATION -  HOTEL
 KV5148  PID         -  KV5148
 KV5148  STATE/COUNTY-  NJ/MONMOUTH
 KV5148  USGS QUAD   -  ASBURY PARK (1989)
 KV5148
 KV5148                         *CURRENT SURVEY CONTROL
 KV5148  ___________________________________________________________________
 KV5148* NAD 83(1996)-  40 11 13.42320(N)    074 02 25.50502(W)     ADJUSTED  
 KV5148* NAVD 88     -                                                        
 KV5148  ___________________________________________________________________
 KV5148  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 KV5148  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV5148
 KV5148  HORZ ORDER  -  THIRD
 KV5148
 KV5148.The horizontal coordinates were established by classical geodetic methods
 KV5148.and adjusted by the National Geodetic Survey in September 1999..
 KV5148
 KV5148
 KV5148.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5148
 KV5148.The geoid height was determined by GEOID03.
 KV5148
 KV5148;                    North         East     Units Scale Factor Converg.
 KV5148;SPC NJ       -   150,384.308   189,134.331   MT  0.99991885   +0 17 47.6
 KV5148;SPC NJ       -   493,385.85    620,518.22   sFT  0.99991885   +0 17 47.6
 KV5148;UTM  18      - 4,448,961.028   581,686.325   MT  0.99968214   +0 37 09.3
 KV5148
 KV5148                          SUPERSEDED SURVEY CONTROL
 KV5148
 KV5148  NAD 83(1986)-  40 11 13.42141(N)    074 02 25.49955(W) AD(       ) 4
 KV5148  NAD 27      -  40 11 13.01200(N)    074 02 26.99800(W) AD(       ) 3
 KV5148
 KV5148.Superseded values are not recommended for survey control.
 KV5148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5148.See file dsdata.txt to determine how the superseded data were derived.
 KV5148
 KV5148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8168648961(NAD 83)
 KV5148
 KV5148  HISTORY     - Date     Condition        Report By
 KV5148  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5148  HISTORY     - 1962     GOOD             CGS
 KV5148  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 KV5148
 KV5148                          STATION DESCRIPTION
 KV5148
 KV5148'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (PCD)
 KV5148'STATION IS THE TOP OF THE RED TILE ROOF ON TOP OF THE SE SQUARE
 KV5148'TURRET OF THE SHARK RIVER HOTEL LOCATED AT THE SOUTHERLY END
 KV5148'OF THE SHARK RIVER HILLS COMPANY, INCORPORATED, DEVELOPMENT.
 KV5148'
 KV5148'THIS ROOF HAS NO ORNAMENTS AS HAS THE NE TURRET.
 KV5148
 KV5148                          STATION RECOVERY (1962)
 KV5148
 KV5148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5148'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV5148
 KV5148                          STATION RECOVERY (1995)
 KV5148
 KV5148'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3920 ***********************************************************************
 KV3920  DESIGNATION -  HOUSE
 KV3920  PID         -  KV3920
 KV3920  STATE/COUNTY-  NJ/BERGEN
 KV3920  USGS QUAD   -  WEEHAWKEN (1995)
 KV3920
 KV3920                         *CURRENT SURVEY CONTROL
 KV3920  ___________________________________________________________________
 KV3920* NAD 83(1996)-  40 52 30.08878(N)    074 02 07.38724(W)     ADJUSTED  
 KV3920* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV3920  ___________________________________________________________________
 KV3920  LAPLACE CORR-           7.61  (seconds)                    DEFLEC99
 KV3920  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV3920
 KV3920  HORZ ORDER  -  THIRD
 KV3920
 KV3920.The horizontal coordinates were established by classical geodetic methods
 KV3920.and adjusted by the National Geodetic Survey in September 1999..
 KV3920
 KV3920.The orthometric height was scaled from a topographic map.
 KV3920
 KV3920.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3920
 KV3920.The geoid height was determined by GEOID03.
 KV3920
 KV3920;                    North         East     Units Scale Factor Converg.
 KV3920;SPC NJ       -   226,774.010   189,160.329   MT  0.99991887   +0 18 14.6
 KV3920;SPC NJ       -   744,007.73    620,603.51   sFT  0.99991887   +0 18 14.6
 KV3920;SPC NY L     -    78,661.362   297,017.246   MT  0.99999499   -0 01 23.3
 KV3920;SPC NY L     -   258,074.82    974,464.08   sFT  0.99999499   -0 01 23.3
 KV3920;UTM  18      - 4,525,331.533   581,279.170   MT  0.99968131   +0 37 52.6
 KV3920
 KV3920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3920!SPC NJ       -   1.00000504  x   0.99991887  =   0.99992391
 KV3920!SPC NY L     -   1.00000504  x   0.99999499  =   1.00000003
 KV3920!UTM  18      -   1.00000504  x   0.99968131  =   0.99968635
 KV3920
 KV3920|---------------------------------------------------------------------|
 KV3920| PID    Reference Object                     Distance      Geod. Az  |
 KV3920|                                                           dddmmss.s |
 KV3920| CB5198 HOUSE RM 1                                         02940     |
 KV3920| CB5199 HOUSE RM 2                                         18515     |
 KV3920| KV3921 COURT                               360.687 METERS 26808     |
 KV3920| KV3893 TRUE REFORMED CHURCH                APPROX. 1.2 KM 3193852.4 |
 KV3920| KV3880 BROAD                               APPROX. 0.6 KM 3233929.4 |
 KV3920| KV3908 CHRIST CHURCH                       APPROX. 1.5 KM 3315659.3 |
 KV3920| KV3881 HURST                               464.036 METERS 3471641.5 |
 KV3920|---------------------------------------------------------------------|
 KV3920
 KV3920                          SUPERSEDED SURVEY CONTROL
 KV3920
 KV3920  NAD 83(1996)-  40 52 30.08864(N)    074 02 07.38734(W) AD(       ) 3
 KV3920  NAD 83(1996)-  40 52 30.08777(N)    074 02 07.38877(W) AD(       ) 3
 KV3920  NAD 83(1992)-  40 52 30.08525(N)    074 02 07.38918(W) AD(       ) 3
 KV3920  NAD 83(1986)-  40 52 30.09560(N)    074 02 07.38651(W) AD(       ) 3
 KV3920  NAD 27      -  40 52 29.73400(N)    074 02 08.88800(W) AD(       ) 3
 KV3920
 KV3920.Superseded values are not recommended for survey control.
 KV3920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3920.See file dsdata.txt to determine how the superseded data were derived.
 KV3920
 KV3920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8127925332(NAD 83)
 KV3920_MARKER: DS = TRIANGULATION STATION DISK
 KV3920_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV3920_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV3920
 KV3920  HISTORY     - Date     Condition        Report By
 KV3920  HISTORY     - 1914     MONUMENTED       CGS
 KV3920
 KV3920                          STATION DESCRIPTION
 KV3920
 KV3920'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV3920'STATION IS ON THE W BANK OF HACKENSACK RIVER, ABOUT 300 METERS
 KV3920'(984 FEET) ABOVE THE MOUTH OF GAS WORKS CREEK, IN HACKENSACK,
 KV3920'AND 1/2 MILE SE OF THE COURTHOUSE.
 KV3920'
 KV3920'THE STATION IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP
 KV3920'OF A 4-INCH TILE PIPE PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.
 KV3920'
 KV3920'THE SUBSURFACE MARK IS A BURIED BOTTLE.
 KV3920'
 KV3920'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CEMENT IN A 3-INCH
 KV3920'TILE PIPE PROJECTING 2 INCHES, ARE PLACED RESPECTIVELY 11.637
 KV3920'METERS (39.82 FEET) N 41 DEG E AND 12.320 METERS (40.42 FEET)
 KV3920'S 16 DEG W FROM THE STATION.  AT THE STATION THE FLAGSTAFF OF
 KV3920'THE JAIL AND THE CUPOLA OF THE COURTHOUSE ARE IN RANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4709 ***********************************************************************
 KV4709  DESIGNATION -  HOUSE OF PRAYER SPIRE
 KV4709  PID         -  KV4709
 KV4709  STATE/COUNTY-  NJ/ESSEX
 KV4709  USGS QUAD   -  ELIZABETH (1995)
 KV4709
 KV4709                         *CURRENT SURVEY CONTROL
 KV4709  ___________________________________________________________________
 KV4709* NAD 83(1996)-  40 44 53.28481(N)    074 10 15.23421(W)     ADJUSTED  
 KV4709* NAVD 88     -                                                        
 KV4709  ___________________________________________________________________
 KV4709  LAPLACE CORR-           5.58  (seconds)                    DEFLEC99
 KV4709  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KV4709
 KV4709  HORZ ORDER  -  THIRD
 KV4709
 KV4709.The horizontal coordinates were established by classical geodetic methods
 KV4709.and adjusted by the National Geodetic Survey in September 1999..
 KV4709
 KV4709
 KV4709.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4709
 KV4709.The geoid height was determined by GEOID03.
 KV4709
 KV4709;                    North         East     Units Scale Factor Converg.
 KV4709;SPC NJ       -   212,632.444   177,791.402   MT  0.99990950   +0 12 53.3
 KV4709;SPC NJ       -   697,611.61    583,303.96   sFT  0.99990950   +0 12 53.3
 KV4709;SPC NY L     -    64,583.737   285,566.898   MT  0.99999648   -0 06 42.4
 KV4709;SPC NY L     -   211,888.48    936,897.40   sFT  0.99999648   -0 06 42.4
 KV4709;UTM  18      - 4,511,128.807   569,993.837   MT  0.99966030   +0 32 28.3
 KV4709
 KV4709                          SUPERSEDED SURVEY CONTROL
 KV4709
 KV4709  NAD 83(1996)-  40 44 53.28465(N)    074 10 15.23440(W) AD(       ) 4
 KV4709  NAD 83(1986)-  40 44 53.28164(N)    074 10 15.23728(W) AD(       ) 4
 KV4709  NAD 27      -  40 44 52.91600(N)    074 10 16.71700(W) AD(       ) 3
 KV4709
 KV4709.Superseded values are not recommended for survey control.
 KV4709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4709.See file dsdata.txt to determine how the superseded data were derived.
 KV4709
 KV4709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6999411129(NAD 83)
 KV4709_MARKER: 89 = SPIRE
 KV4709
 KV4709  HISTORY     - Date     Condition        Report By
 KV4709  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4709  HISTORY     - 19940824 GOOD             USPSQD
 KV4709
 KV4709                          STATION DESCRIPTION
 KV4709
 KV4709'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2738 ***********************************************************************
 JU2738  DESIGNATION -  HOWELL
 JU2738  PID         -  JU2738
 JU2738  STATE/COUNTY-  NJ/BURLINGTON
 JU2738  USGS QUAD   -  NEW GRETNA (1977)
 JU2738
 JU2738                         *CURRENT SURVEY CONTROL
 JU2738  ___________________________________________________________________
 JU2738* NAD 83(1996)-  39 34 32.97103(N)    074 27 55.06149(W)     ADJUSTED  
 JU2738* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2738  ___________________________________________________________________
 JU2738  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 JU2738  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JU2738
 JU2738  HORZ ORDER  -  THIRD
 JU2738
 JU2738.The horizontal coordinates were established by classical geodetic methods
 JU2738.and adjusted by the National Geodetic Survey in September 1999..
 JU2738
 JU2738.The orthometric height was scaled from a topographic map.
 JU2738
 JU2738.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2738
 JU2738.The geoid height was determined by GEOID03.
 JU2738
 JU2738;                    North         East     Units Scale Factor Converg.
 JU2738;SPC NJ       -    82,423.337   152,981.564   MT  0.99990011   +0 01 19.6
 JU2738;SPC NJ       -   270,417.23    501,907.01   sFT  0.99990011   +0 01 19.6
 JU2738;UTM  18      - 4,380,816.226   545,923.554   MT  0.99962596   +0 20 26.4
 JU2738
 JU2738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2738!SPC NJ       -   1.00000500  x   0.99990011  =   0.99990510
 JU2738!UTM  18      -   1.00000500  x   0.99962596  =   0.99963095
 JU2738
 JU2738:                Primary Azimuth Mark                     Grid Az
 JU2738:SPC NJ       -  LONG                                     091 28 40.6
 JU2738:UTM  18      -  LONG                                     091 09 33.8
 JU2738
 JU2738|---------------------------------------------------------------------|
 JU2738| PID    Reference Object                     Distance      Geod. Az  |
 JU2738|                                                           dddmmss.s |
 JU2738| JU2739 LONG                                APPROX. 2.3 KM 0913000.2 |
 JU2738| CB2092 HOWELL RM 2                          25.897 METERS 10233     |
 JU2738| CB2091 HOWELL RM 1                          19.522 METERS 28346     |
 JU2738|---------------------------------------------------------------------|
 JU2738
 JU2738                          SUPERSEDED SURVEY CONTROL
 JU2738
 JU2738  NAD 83(1986)-  39 34 32.96460(N)    074 27 55.05561(W) AD(       ) 3
 JU2738  NAD 27      -  39 34 32.54500(N)    074 27 56.51500(W) AD(       ) 3
 JU2738
 JU2738.Superseded values are not recommended for survey control.
 JU2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2738.See file dsdata.txt to determine how the superseded data were derived.
 JU2738
 JU2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4592480816(NAD 83)
 JU2738_MARKER: DS = TRIANGULATION STATION DISK
 JU2738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2738
 JU2738  HISTORY     - Date     Condition        Report By
 JU2738  HISTORY     - 1935     MONUMENTED       CGS
 JU2738  HISTORY     - 1950     GOOD             CGS
 JU2738  HISTORY     - 1962     MARK NOT FOUND   CGS
 JU2738
 JU2738                          STATION DESCRIPTION
 JU2738
 JU2738'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2738'BEGINNING AT THE CENTER OF THE BRIDGE OVER THE MULLICA RIVER,
 JU2738'GO N ON U.S. HIGHWAY 9 (N.J. 4) 1.7 MILES TURNING LEFT (NW) INTO
 JU2738'A FARM ROAD.  GO 0.25 MILE TO THE RUINS OF AN OLD HOUSE, TURN LEFT
 JU2738'ACROSS FIELD AND THROUGH BRUSH FOR 0.2 MILE TO THE MARSH
 JU2738'EDGE.  STATION IS ON THE NW TIP OF A SMALL ISLAND OF BRUSH AND
 JU2738'TREES.  STATION IS ABOUT 200 METERS NW OF HIGHWAY 9-4.  DISKS
 JU2738'ARE STAMPED HOWELL 1935 AND THE REFERENCE MARKS STAMPED NO.1
 JU2738'AND NO.2 RESPECTIVELY.  MARKS PROJECT 6 INCHES ABOVE MARSH AND
 JU2738'ARE SET IN ACCORDANCE WITH THE ABOVE NOTES EXCEPTING THEY ARE SET
 JU2738'ON A 2X4 WOODEN PILE.
 JU2738'
 JU2738'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2738'CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2738'
 JU2738'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 JU2738
 JU2738                          STATION RECOVERY (1950)
 JU2738
 JU2738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2738'STATION AND R.M. 1 RECOVERED IN GOOD CONDITION.  R.M. 2 HAS BEEN
 JU2738'DESTROYED.  THE DISK WAS FOUND LYING LOOSELY UPON ITS
 JU2738'DISINTEGRATED CONCRETE BASE.  DISTANCE TO R.M. 1 WAS CHECKED
 JU2738'WITH A STEEL TAPE AND FOUND TO BE CORRECT.  STATION IS SURMOUNTED
 JU2738'BY A 15-FOOT-HIGH 2- BY 4-INCH WOODEN SIGNAL.
 JU2738
 JU2738                          STATION RECOVERY (1962)
 JU2738
 JU2738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2738'STATION IS LOST.  OUTLINE OF THE ISLAND MENTIONED IN THE
 JU2738'DESCRIPTION IS INDEFINITE, WITH NO PERCEPTIBLE RISE IN ELEVATION
 JU2738'ABOVE THE SURROUNDING MARSH.  A SHALLOW PROBING OVER A LARGE AREA
 JU2738'FAILED TO LOCATE THE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0911 ***********************************************************************
 KV0911  DESIGNATION -  HOWELL 1 PRR
 KV0911  PID         -  KV0911
 KV0911  STATE/COUNTY-  NJ/MONMOUTH
 KV0911  USGS QUAD   -  ADELPHIA (1981)
 KV0911
 KV0911                         *CURRENT SURVEY CONTROL
 KV0911  ___________________________________________________________________
 KV0911* NAD 83(1996)-  40 14 53.44162(N)    074 15 25.53221(W)     ADJUSTED  
 KV0911* NAVD 88     -        38.450  (meters)     126.15   (feet)  ADJUSTED  
 KV0911  ___________________________________________________________________
 KV0911  X           -   1,322,678.729 (meters)                     COMP
 KV0911  Y           -  -4,692,088.113 (meters)                     COMP
 KV0911  Z           -   4,099,060.955 (meters)                     COMP
 KV0911  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 KV0911  ELLIP HEIGHT-           6.11  (meters)          (10/23/02) GPS OBS
 KV0911  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV0911  DYNAMIC HT  -          38.434 (meters)     126.10  (feet)  COMP
 KV0911  MODELED GRAV-     980,213.6   (mgal)                       NAVD 88
 KV0911
 KV0911  HORZ ORDER  -  FIRST
 KV0911  VERT ORDER  -  SECOND    CLASS 0
 KV0911  ELLP ORDER  -  FOURTH    CLASS I
 KV0911
 KV0911.The horizontal coordinates were established by GPS observations
 KV0911.and adjusted by the National Geodetic Survey in May 1999..
 KV0911
 KV0911.The orthometric height was determined by differential leveling
 KV0911.and adjusted by the National Geodetic Survey in June 1991..
 KV0911
 KV0911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0911
 KV0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0911
 KV0911.The ellipsoidal height was determined by GPS observations
 KV0911.and is referenced to NAD 83.
 KV0911
 KV0911.The geoid height was determined by GEOID03.
 KV0911
 KV0911.The dynamic height is computed by dividing the NAVD 88
 KV0911.geopotential number by the normal gravity value computed on the
 KV0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0911.degrees latitude (g = 980.6199 gals.).
 KV0911
 KV0911.The modeled gravity was interpolated from observed gravity values.
 KV0911
 KV0911;                    North         East     Units Scale Factor Converg.
 KV0911;SPC NJ       -   157,096.926   170,665.481   MT  0.99990526   +0 09 25.0
 KV0911;SPC NJ       -   515,408.83    559,925.00   sFT  0.99990526   +0 09 25.0
 KV0911;UTM  18      - 4,455,567.837   563,184.502   MT  0.99964914   +0 28 48.0
 KV0911
 KV0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0911!SPC NJ       -   0.99999904  x   0.99990526  =   0.99990430
 KV0911!UTM  18      -   0.99999904  x   0.99964914  =   0.99964818
 KV0911
 KV0911                          SUPERSEDED SURVEY CONTROL
 KV0911
 KV0911  NAD 83(1986)-  40 14 53.44255(N)    074 15 25.53439(W) AD(       ) 1
 KV0911  NAVD 88 (02/25/94)   38.45   (m)          126.1    (f) LEVELING    3  
 KV0911  NGVD 29 (??/??/??)   38.822  (m)          127.37   (f) ADJUSTED    2 0
 KV0911
 KV0911.Superseded values are not recommended for survey control.
 KV0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0911.See file dsdata.txt to determine how the superseded data were derived.
 KV0911
 KV0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6318555568(NAD 83)
 KV0911_MARKER: B = BOLT
 KV0911_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0911_SP_SET: BRIDGE COPING
 KV0911_MARK LOGO: PRR   
 KV0911_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0911+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2002
 KV0911
 KV0911  HISTORY     - Date     Condition        Report By
 KV0911  HISTORY     - UNK      MONUMENTED       PRR
 KV0911  HISTORY     - 1935     GOOD             CGS
 KV0911  HISTORY     - 1974     MARK NOT FOUND   NGS
 KV0911  HISTORY     - 19911010 SEE DESCRIPTION  NJGS
 KV0911  HISTORY     - 19930225 GOOD
 KV0911  HISTORY     - 20020625 GOOD             AASCO
 KV0911
 KV0911                          STATION DESCRIPTION
 KV0911
 KV0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0911'1.7 MI NW FROM HOWELL.
 KV0911'1.7 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV0911'STATION AT HOWELL, MONMOUTH COUNTY, AT 8-FOOT ARCH BRIDGE 18.50
 KV0911'OVER A STREAM, AND IN THE TOP OF THE EAST END OF THE NORTH
 KV0911'COPING.
 KV0911
 KV0911                          STATION RECOVERY (1974)
 KV0911
 KV0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0911'MARK NOT FOUND.
 KV0911
 KV0911                          STATION RECOVERY (1991)
 KV0911
 KV0911'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV0911'THE STATION IS A CENTER PUNCHED BOLT, LOCATED IN FREEHOLD TOWNSHIP, ON
 KV0911'TOP OF A COPING OF A STONE ARCH BRIDGE SPANNING DEBOIS CREEK.  TO
 KV0911'REACH THE STATION FROM THE JUNCTION OF SOUTH STREET, STATE HIGHWAY 79
 KV0911'AND STATE HIGHWAY 33, GO 0.7 MI (1.1 KM) EAST ON STATE HIGHWAY 33 TO
 KV0911'A JUNCTION WITH A DIRT ROAD ON THE RIGHT, OPPOSITE THE JUNCTION WITH
 KV0911'JERSEYVILLE ROAD ON THE LEFT, JUST WEST OF THE STATE HIGHWAY 33
 KV0911'BRIDGE OVER THE CONRAIL RAILROAD.  TURN RIGHT ON THE DIRT ROAD AND GO
 KV0911'0.1 MI (0.2 KM) SOUTH SOUTHEAST, PASSING ALONG A SOD FARM, TO A FORK.
 KV0911'BEAR TO THE LEFT AND GO 0.2 MI (0.3 KM) TO THE BRIDGE OVER THE CREEK
 KV0911'AND THE STATION ON THE LEFT. IF THE SOD FARM ROAD IS BLOCKED CONTINUE
 KV0911'AHEAD TO AN ELECTRICAL SUBSTATION AHEAD. PARK HERE AND PACK DOWN TO
 KV0911'THE RAILROAD TRACKS, TURN RIGHT AND GO ABOUT 120 M (393.7 FT)
 KV0911'SOUTHEAST TO THE STATION ON THE RIGHT. THE STATION IS 0.9 M (3.0 FT)
 KV0911'SOUTHEAST FROM THE NORTHWEST EDGE OF THE COPING, 0.3 M (1.0 FT)
 KV0911'NORTHEAST FROM THE SOUTHWEST FACE OF THE COPING, 7.7 M (25.3 FT)
 KV0911'SOUTHWEST FROM THE SOUTHWEST RAIL OF THE TRACK, 2.2 M (7.2 FT)
 KV0911'SOUTHWEST OF A CARSONITE WITNESS POST, 14.0 M (45.9 FT) SOUTHWEST FROM
 KV0911'AN ATT 10-18/10 CABLE WITNESS POST AND ABOUT 1.0 M (3.3 FT) BELOW THE
 KV0911'TRACK.  THE MOST RECENT RECOVERY DESCRIPTION BY NGS IN 1974 MENTIONS
 KV0911'THE STATION BEING LOCATED ON THE EAST END OF THE NORTH COPING. THE
 KV0911'MARK WAS NOT RECOVERED AT THAT TIME. THE BOLT THAT WAS FOUND WAS
 KV0911'TYPICAL OF OTHER BENCH MARK BOLTS USED BY NGS.
 KV0911
 KV0911                          STATION RECOVERY (1993)
 KV0911
 KV0911'RECOVERED 1993
 KV0911'RECOVERED IN GOOD CONDITION.
 KV0911
 KV0911                          STATION RECOVERY (2002)
 KV0911
 KV0911'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (GLB)
 KV0911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0913 ***********************************************************************
 KV0913  DESIGNATION -  HOWELL 2 PRR
 KV0913  PID         -  KV0913
 KV0913  STATE/COUNTY-  NJ/MONMOUTH
 KV0913  USGS QUAD   -  FARMINGDALE (1989)
 KV0913
 KV0913                         *CURRENT SURVEY CONTROL
 KV0913  ___________________________________________________________________
 KV0913* NAD 83(1986)-  40 13 52.     (N)    074 13 57.     (W)     SCALED    
 KV0913* NAVD 88     -        36.793  (meters)     120.71   (feet)  ADJUSTED  
 KV0913  ___________________________________________________________________
 KV0913  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV0913  DYNAMIC HT  -          36.778 (meters)     120.66  (feet)  COMP
 KV0913  MODELED GRAV-     980,209.6   (mgal)                       NAVD 88
 KV0913
 KV0913  VERT ORDER  -  SECOND    CLASS 0
 KV0913
 KV0913.The horizontal coordinates were scaled from a topographic map and have
 KV0913.an estimated accuracy of +/- 6 seconds.
 KV0913
 KV0913.The orthometric height was determined by differential leveling
 KV0913.and adjusted by the National Geodetic Survey in June 1991..
 KV0913
 KV0913.The geoid height was determined by GEOID03.
 KV0913
 KV0913.The dynamic height is computed by dividing the NAVD 88
 KV0913.geopotential number by the normal gravity value computed on the
 KV0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0913.degrees latitude (g = 980.6199 gals.).
 KV0913
 KV0913.The modeled gravity was interpolated from observed gravity values.
 KV0913
 KV0913;                    North         East    Units  Estimated Accuracy
 KV0913;SPC NJ       -   155,210.      172,760.      MT  (+/- 180 meters Scaled)
 KV0913
 KV0913                          SUPERSEDED SURVEY CONTROL
 KV0913
 KV0913  NGVD 29 (??/??/??)   37.174  (m)          121.96   (f) ADJUSTED    2 0
 KV0913
 KV0913.Superseded values are not recommended for survey control.
 KV0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0913.See file dsdata.txt to determine how the superseded data were derived.
 KV0913
 KV0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK652536(NAD 83)
 KV0913_MARKER: B = BOLT
 KV0913_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0913_SP_SET: BRIDGE COPING
 KV0913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0913
 KV0913  HISTORY     - Date     Condition        Report By
 KV0913  HISTORY     - UNK      MONUMENTED       PRR
 KV0913  HISTORY     - 1935     GOOD             CGS
 KV0913  HISTORY     - 1942     GOOD             CGS
 KV0913
 KV0913                          STATION DESCRIPTION
 KV0913
 KV0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0913'AT HOWELL.
 KV0913'AT HOWELL, MONMOUTH COUNTY, ABOUT 500 FEET EAST OF THE
 KV0913'PENNSYLVANIA RAILROAD STATION, AT 8-FOOT ARCH BRIDGE 20.25 OVER A
 KV0913'STREAM, AND IN THE TOP OF THE SOUTH END OF THE EAST COPING.
 KV0913
 KV0913                          STATION RECOVERY (1942)
 KV0913
 KV0913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 KV0913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0295 ***********************************************************************
 KV0295  DESIGNATION -  HT 1000 NYPA
 KV0295  PID         -  KV0295
 KV0295  STATE/COUNTY-  NJ/HUDSON
 KV0295  USGS QUAD   -  JERSEY CITY (1981)
 KV0295
 KV0295                         *CURRENT SURVEY CONTROL
 KV0295  ___________________________________________________________________
 KV0295* NAD 83(1986)-  40 43 47.     (N)    074 02 11.     (W)     SCALED    
 KV0295* NAVD 88     -        -1.401  (meters)      -4.60   (feet)  ADJUSTED  
 KV0295  ___________________________________________________________________
 KV0295  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 KV0295  DYNAMIC HT  -          -1.401 (meters)      -4.60  (feet)  COMP
 KV0295  MODELED GRAV-     980,246.0   (mgal)                       NAVD 88
 KV0295
 KV0295  VERT ORDER  -  FIRST     CLASS I
 KV0295
 KV0295.The horizontal coordinates were scaled from a topographic map and have
 KV0295.an estimated accuracy of +/- 6 seconds.
 KV0295
 KV0295.The orthometric height was determined by differential leveling
 KV0295.and adjusted by the National Geodetic Survey in June 1991..
 KV0295
 KV0295.The geoid height was determined by GEOID03.
 KV0295
 KV0295.The dynamic height is computed by dividing the NAVD 88
 KV0295.geopotential number by the normal gravity value computed on the
 KV0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0295.degrees latitude (g = 980.6199 gals.).
 KV0295
 KV0295.The modeled gravity was interpolated from observed gravity values.
 KV0295
 KV0295;                    North         East    Units  Estimated Accuracy
 KV0295;SPC NJ       -   210,640.      189,160.      MT  (+/- 180 meters Scaled)
 KV0295
 KV0295                          SUPERSEDED SURVEY CONTROL
 KV0295
 KV0295  NGVD 29 (04/16/92)   -1.062  (m)           -3.48   (f) ADJUSTED    1 1
 KV0295
 KV0295.Superseded values are not recommended for survey control.
 KV0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0295.See file dsdata.txt to determine how the superseded data were derived.
 KV0295
 KV0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL813092(NAD 83)
 KV0295_MARKER: Z = SEE DESCRIPTION
 KV0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0295_SP_SET: SIDEWALK
 KV0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0295+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001
 KV0295
 KV0295  HISTORY     - Date     Condition        Report By
 KV0295  HISTORY     - 1934     MONUMENTED       NYPA
 KV0295  HISTORY     - 1952     GOOD             CGS
 KV0295  HISTORY     - 1965     GOOD             CGS
 KV0295  HISTORY     - 20010319 GOOD             PORANY
 KV0295
 KV0295                          STATION DESCRIPTION
 KV0295
 KV0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0295'AT JERSEY CITY.
 KV0295'AT JERSEY CITY, AT THE ENTRANCE TO SOUTH RUNNEL OF HOLLAND
 KV0295'TUNNELS, AND IS IN THE SOUTH EDGE OF THE SIDE WALK ALONG THE
 KV0295'NORTH SIDE OF TUNNEL, 3 FEET EAST OF WEST END OF TUNNEL, 2
 KV0295'INCHES NORTH OF HAND RAIL AND ABOUT 3 FEET ABOVE ROADWAY.  WALL
 KV0295'UNDER BENCH MARK IS BADLY CRACKED. A BRASS PLUG.
 KV0295
 KV0295                          STATION RECOVERY (1965)
 KV0295
 KV0295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0295'RECOVERED IN GOOD CONDITION.
 KV0295
 KV0295                          STATION RECOVERY (2001)
 KV0295
 KV0295'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV0295'MARK IS ON PROPERTY OF PORT AUTHORITY OF NEW YORK AND NEW JERSEY.
 KV0295'PERMISSION TO OCCUPY MUST BE OBTAINED AT HOLLAND TUNNEL ADMINISTRATION
 KV0295'BUILDING.  MARK SUFFERS VIBRATION AT PEAK TRAVEL TIMES.  'RUNNEL' IN
 KV0295'PRIOR DESCRIPTION SHOULD READ 'TUNNEL'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9820 ***********************************************************************
 DE9820  DESIGNATION -  HT 14
 DE9820  PID         -  DE9820
 DE9820  STATE/COUNTY-  NJ/MERCER
 DE9820  USGS QUAD   -  TRENTON EAST (1981)
 DE9820
 DE9820                         *CURRENT SURVEY CONTROL
 DE9820  ___________________________________________________________________
 DE9820* NAD 83(1986)-  40 11 05.     (N)    074 44 57.     (W)     SCALED    
 DE9820* NAVD 88     -         3.728  (meters)      12.23   (feet)  ADJUSTED  
 DE9820  ___________________________________________________________________
 DE9820  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 DE9820  DYNAMIC HT  -           3.726 (meters)      12.22  (feet)  COMP
 DE9820  MODELED GRAV-     980,185.7   (mgal)                       NAVD 88
 DE9820
 DE9820  VERT ORDER  -  FIRST     CLASS II
 DE9820
 DE9820.The horizontal coordinates were scaled from a topographic map and have
 DE9820.an estimated accuracy of +/- 6 seconds.
 DE9820
 DE9820.The orthometric height was determined by differential leveling
 DE9820.and adjusted by the National Geodetic Survey in March 2005..
 DE9820
 DE9820.The geoid height was determined by GEOID03.
 DE9820
 DE9820.The dynamic height is computed by dividing the NAVD 88
 DE9820.geopotential number by the normal gravity value computed on the
 DE9820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9820.degrees latitude (g = 980.6199 gals.).
 DE9820
 DE9820.The modeled gravity was interpolated from observed gravity values.
 DE9820
 DE9820;                    North         East    Units  Estimated Accuracy
 DE9820;SPC NJ       -   150,050.      128,780.      MT  (+/- 180 meters Scaled)
 DE9820
 DE9820                          SUPERSEDED SURVEY CONTROL
 DE9820
 DE9820.No superseded survey control is available for this station.
 DE9820
 DE9820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK213482(NAD 83)
 DE9820_MARKER: DD = SURVEY DISK
 DE9820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9820_STAMPING: HT 14 1992
 DE9820_MARK LOGO: HAMTWP
 DE9820_PROJECTION: FLUSH
 DE9820_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9820+STABILITY: SURFACE MOTION
 DE9820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9820+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 DE9820
 DE9820  HISTORY     - Date     Condition        Report By
 DE9820  HISTORY     - 1992     MONUMENTED       HAMTWP
 DE9820  HISTORY     - 20020708 GOOD             NJGS
 DE9820
 DE9820                          STATION DESCRIPTION
 DE9820
 DE9820'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DE9820'THE STATION IS LOCATED IN HAMILTON TOWNSHIP ON THE NORTH SIDE OF
 DE9820'LAMBERTON ROAD,
 DE9820'ACROSS THE ROAD FROM THE ENTRANCE TO THE CAPITAL CITY YACHT CLUB.  TO
 DE9820'REACH THE
 DE9820'STATION FROM THE INTERSECTION OF STATE ROUTE 129 LAMBERTON ROAD
 DE9820'CONNECTOR AND
 DE9820'LAMBERTON ROAD, GO WEST ON LAMBERTON ROAD FOR ABOUT 100 M TO THE
 DE9820'STATION ON THE
 DE9820'RIGHT, SET FLUSH WITH THE GROUND.  THE STATION IS ABOUT 1.8 FT NORTH
 DE9820'FROM THE NORTH
 DE9820'EDGE OF PAVING OF LAMBERTON ROAD, 65.3 FT NORTHEAST AND ACROSS THE
 DE9820'ROAD FROM WOOD
 DE9820'UTILITY POLE NUMBER 67440 TN, 59.0 FT NORTHWEST AND ACROSS THE ROAD
 DE9820'FROM WOOD UTILITY
 DE9820'POLE NUMBER E 67263, AND 26.5 FT SOUTHEAST FROM THE SOUTHWESTERLY MOST
 DE9820'GATE POST FOR
 DE9820'A 7 FT HIGH CHAIN LINK FENCE GATE.
 DE9820'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9805 ***********************************************************************
 DE9805  DESIGNATION -  HT 16 A
 DE9805  PID         -  DE9805
 DE9805  STATE/COUNTY-  NJ/MERCER
 DE9805  USGS QUAD   -  TRENTON EAST (1981)
 DE9805
 DE9805                         *CURRENT SURVEY CONTROL
 DE9805  ___________________________________________________________________
 DE9805* NAD 83(1986)-  40 10 59.     (N)    074 40 40.     (W)     SCALED    
 DE9805* NAVD 88     -        19.659  (meters)      64.50   (feet)  ADJUSTED  
 DE9805  ___________________________________________________________________
 DE9805  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 DE9805  DYNAMIC HT  -          19.651 (meters)      64.47  (feet)  COMP
 DE9805  MODELED GRAV-     980,194.3   (mgal)                       NAVD 88
 DE9805
 DE9805  VERT ORDER  -  FIRST     CLASS II
 DE9805
 DE9805.The horizontal coordinates were scaled from a topographic map and have
 DE9805.an estimated accuracy of +/- 6 seconds.
 DE9805
 DE9805.The orthometric height was determined by differential leveling
 DE9805.and adjusted by the National Geodetic Survey in March 2005..
 DE9805
 DE9805.The geoid height was determined by GEOID03.
 DE9805
 DE9805.The dynamic height is computed by dividing the NAVD 88
 DE9805.geopotential number by the normal gravity value computed on the
 DE9805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9805.degrees latitude (g = 980.6199 gals.).
 DE9805
 DE9805.The modeled gravity was interpolated from observed gravity values.
 DE9805
 DE9805;                    North         East    Units  Estimated Accuracy
 DE9805;SPC NJ       -   149,850.      134,860.      MT  (+/- 180 meters Scaled)
 DE9805
 DE9805                          SUPERSEDED SURVEY CONTROL
 DE9805
 DE9805.No superseded survey control is available for this station.
 DE9805
 DE9805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK274481(NAD 83)
 DE9805_MARKER: DD = SURVEY DISK
 DE9805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9805_STAMPING: HT 16-A
 DE9805_MARK LOGO: HAMTWP
 DE9805_PROJECTION: FLUSH
 DE9805_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9805+STABILITY: SURFACE MOTION
 DE9805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9805+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 DE9805
 DE9805  HISTORY     - Date     Condition        Report By
 DE9805  HISTORY     - UNK      MONUMENTED       HAMTWP
 DE9805  HISTORY     - 20020708 GOOD             NJGS
 DE9805
 DE9805                          STATION DESCRIPTION
 DE9805
 DE9805'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DE9805'THE STATION IS LOCATED IN HAMILTON TOWNSHIP ON THE SOUTHWEST SIDE OF
 DE9805'SOUTH BROAD
 DE9805'STREET, COUNTY ROAD 524.  TO REACH THE STATION FROM THE INTERSECTION
 DE9805'OF SUNNYBRAE
 DE9805'BOULEVARD AND SOUTH BROAD STREET, GO SOUTHEAST ON BROAD STREET FOR
 DE9805'0.15 MI TO THE
 DE9805'STATION ON THE RIGHT, SET FLUSH WITH THE GROUND BETWEEN THE CURB AND
 DE9805'THE SIDEWALK
 DE9805'NEAR THE TEE JUNCTION WITH JOE DIMMAGIO DRIVE, THE ENTRANCE ROAD
 DE9805'LEADING TO SWITLIK
 DE9805'PARK, A MUNICIPAL RECREATIONAL BASEBALL FACILITY, AND DIRECTLY ACROSS
 DE9805'THE STREET FROM
 DE9805'AN ECKERD PHARMACY.  THE STATION IS 10.6 M SOUTHEAST FROM WOOD UTILITY
 DE9805'POLE NUMBER
 DE9805'71026 HM, 9.6 M NORTHWEST FROM THE CENTERLINE OF JOE DIMMAGIO DRIVE,
 DE9805'13.4 M NORTHEAST
 DE9805'FROM THE NORTHEAST CORNER OF A TWO AND A HALF STORY FRAME DWELLING,
 DE9805'HOUSE NUMBER
 DE9805'4243, 6.1 M NORTHWEST FROM A BLUE PAINTED TRAFFIC SIGN THAT READS SLOW
 DE9805'FOR SWITLIK PARK
 DE9805'BASEBALL FIELDS, AND 6.3 M SOUTHWEST FROM THE CENTERLINE OF SOUTH
 DE9805'BROAD STREET.
 DE9805' 
 DE9805'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9812 ***********************************************************************
 DE9812  DESIGNATION -  HT 19
 DE9812  PID         -  DE9812
 DE9812  STATE/COUNTY-  NJ/MERCER
 DE9812  USGS QUAD   -  ALLENTOWN (1995)
 DE9812
 DE9812                         *CURRENT SURVEY CONTROL
 DE9812  ___________________________________________________________________
 DE9812* NAD 83(1986)-  40 10 18.     (N)    074 37 24.     (W)     SCALED    
 DE9812* NAVD 88     -        23.615  (meters)      77.48   (feet)  ADJUSTED  
 DE9812  ___________________________________________________________________
 DE9812  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 DE9812  DYNAMIC HT  -          23.605 (meters)      77.44  (feet)  COMP
 DE9812  MODELED GRAV-     980,202.0   (mgal)                       NAVD 88
 DE9812
 DE9812  VERT ORDER  -  FIRST     CLASS II
 DE9812
 DE9812.The horizontal coordinates were scaled from a topographic map and have
 DE9812.an estimated accuracy of +/- 6 seconds.
 DE9812
 DE9812.The orthometric height was determined by differential leveling
 DE9812.and adjusted by the National Geodetic Survey in March 2005..
 DE9812
 DE9812.The geoid height was determined by GEOID03.
 DE9812
 DE9812.The dynamic height is computed by dividing the NAVD 88
 DE9812.geopotential number by the normal gravity value computed on the
 DE9812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9812.degrees latitude (g = 980.6199 gals.).
 DE9812
 DE9812.The modeled gravity was interpolated from observed gravity values.
 DE9812
 DE9812;                    North         East    Units  Estimated Accuracy
 DE9812;SPC NJ       -   148,580.      139,500.      MT  (+/- 180 meters Scaled)
 DE9812
 DE9812                          SUPERSEDED SURVEY CONTROL
 DE9812
 DE9812.No superseded survey control is available for this station.
 DE9812
 DE9812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK320468(NAD 83)
 DE9812_MARKER: DD = SURVEY DISK
 DE9812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9812_STAMPING: HT 19
 DE9812_MARK LOGO: HAMTWP
 DE9812_PROJECTION: FLUSH
 DE9812_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9812+STABILITY: SURFACE MOTION
 DE9812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9812+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 DE9812
 DE9812  HISTORY     - Date     Condition        Report By
 DE9812  HISTORY     - 2002     MONUMENTED       HAMTWP
 DE9812  HISTORY     - 20020708 GOOD             NJGS
 DE9812
 DE9812                          STATION DESCRIPTION
 DE9812
 DE9812'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DE9812'THE STATION IS LOCATED IN HAMILTON TOWNSHIP ON THE SOUTH SIDE OF
 DE9812'YARDVILLE ALLENTOWN
 DE9812'ROAD, COUNTY ROAD 524, OPPOSITE AND ACROSS THE ROAD FROM THE TEE
 DE9812'JUNCTION WITH
 DE9812'MERRICK ROAD.  TO REACH THE STATION FROM THE BRIDGE CARRYING YARDVILLE
 DE9812'ALLENTOWN
 DE9812'ROAD OVER THE NEW JERSET TURNPIKE, GO EAST ON YARDVILLE ALLENTOWN ROAD
 DE9812'FOR 0.8 MI TO
 DE9812'THE STATION ON THE RIGHT.  THE STATION IS 5.8 M SOUTH FROM THE
 DE9812'CENTERLINE OF YARDVILLE
 DE9812'ALLENTOWN ROAD, COUNTY ROAD 524, 1.0 M EAST FROM THE EXTENDED
 DE9812'CENTERLINE OF MERRICK
 DE9812'ROAD, AND 1.4 M NORTHEAST FROM WOOD UTILITY POLE NUMBER 66120 HM. THE
 DE9812'STATION IS SET
 DE9812'FLUSH WITH THE GROUND.
 DE9812' 
 DE9812'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9819 ***********************************************************************
 DE9819  DESIGNATION -  HT 19 A
 DE9819  PID         -  DE9819
 DE9819  STATE/COUNTY-  NJ/MERCER
 DE9819  USGS QUAD   -  ALLENTOWN (1995)
 DE9819
 DE9819                         *CURRENT SURVEY CONTROL
 DE9819  ___________________________________________________________________
 DE9819* NAD 83(1986)-  40 10 22.     (N)    074 37 04.     (W)     SCALED    
 DE9819* NAVD 88     -        23.998  (meters)      78.73   (feet)  ADJUSTED  
 DE9819  ___________________________________________________________________
 DE9819  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DE9819  DYNAMIC HT  -          23.987 (meters)      78.70  (feet)  COMP
 DE9819  MODELED GRAV-     980,202.5   (mgal)                       NAVD 88
 DE9819
 DE9819  VERT ORDER  -  FIRST     CLASS II
 DE9819
 DE9819.The horizontal coordinates were scaled from a topographic map and have
 DE9819.an estimated accuracy of +/- 6 seconds.
 DE9819
 DE9819.The orthometric height was determined by differential leveling
 DE9819.and adjusted by the National Geodetic Survey in March 2005..
 DE9819.No vertical observational check was made to the station.
 DE9819
 DE9819.The geoid height was determined by GEOID03.
 DE9819
 DE9819.The dynamic height is computed by dividing the NAVD 88
 DE9819.geopotential number by the normal gravity value computed on the
 DE9819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9819.degrees latitude (g = 980.6199 gals.).
 DE9819
 DE9819.The modeled gravity was interpolated from observed gravity values.
 DE9819
 DE9819;                    North         East    Units  Estimated Accuracy
 DE9819;SPC NJ       -   148,700.      139,970.      MT  (+/- 180 meters Scaled)
 DE9819
 DE9819                          SUPERSEDED SURVEY CONTROL
 DE9819
 DE9819.No superseded survey control is available for this station.
 DE9819
 DE9819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK325470(NAD 83)
 DE9819_MARKER: DD = SURVEY DISK
 DE9819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9819_STAMPING: HT 19 A
 DE9819_MARK LOGO: HAMTWP
 DE9819_PROJECTION: RECESSED 8 CENTIMETERS
 DE9819_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9819+STABILITY: SURFACE MOTION
 DE9819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9819+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 DE9819
 DE9819  HISTORY     - Date     Condition        Report By
 DE9819  HISTORY     - 2002     MONUMENTED       HAMTWP
 DE9819  HISTORY     - 20020708 GOOD             NJGS
 DE9819
 DE9819                          STATION DESCRIPTION
 DE9819
 DE9819'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DE9819'THE STATION IS LOCATED IN HAMILTON TOWNSHIP ON THE NORTH SIDE OF
 DE9819'YARDVILLE ALLENTOWN
 DE9819'ROAD, COUNTY ROAD 524, JUST EAST FROM THE TEE INTERSECTION WITH DRIALO
 DE9819'DRIVE AND SET
 DE9819'ABOUT 0.08 M BELOW THE GROUND IN A GRASS LANDSCAPED AREA BETWEEN THE
 DE9819'NORTH CURB AND
 DE9819'SIDEWALK OF YARDVILLE ALLENTOWN ROAD, IN FRONT OF HOUSE NUMBER 1170, A
 DE9819'ONE STORY
 DE9819'FRAME STRUCTURE.  TO REACH THE STATION FROM THE BRIDGE CARRYING
 DE9819'YARDVILLE ALLENTOWN
 DE9819'ROAD, COUNTY ROAD 524 OVER THE NEW JERSEY TURNPIKE, GO EAST ON
 DE9819'YARDVILLE ALLENTOWN
 DE9819'ROAD FOR 1.15 MI TO THE STATION ON THE LEFT.  THE STATION IS 14.0 M
 DE9819'EAST FROM THE FIRST  B
 DE9819'TYPE INLET EAST OF THE INTERSECTION WITH DRIALO DRIVE, 0.5 M NORTH
 DE9819'FROM THE NORTH CURB
 DE9819'LINE IF YARDVILLE ALLENTOWN ROAD, AND 0.5 M SOUTH FROM THE SOUTH EDGE
 DE9819'OF THE SIDEWALK.
 DE9819' 
 DE9819' 
 DE9819'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0296 ***********************************************************************
 KV0296  DESIGNATION -  HT 30+75 NYPA
 KV0296  PID         -  KV0296
 KV0296  STATE/COUNTY-  NJ/HUDSON
 KV0296  USGS QUAD   -  JERSEY CITY (1981)
 KV0296
 KV0296                         *CURRENT SURVEY CONTROL
 KV0296  ___________________________________________________________________
 KV0296* NAD 83(1986)-  40 43 42.     (N)    074 01 44.     (W)     SCALED    
 KV0296* NAVD 88     -       -19.504  (meters)     -63.99   (feet)  ADJUSTED  
 KV0296  ___________________________________________________________________
 KV0296  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KV0296  DYNAMIC HT  -         -19.496 (meters)     -63.96  (feet)  COMP
 KV0296  MODELED GRAV-     980,247.2   (mgal)                       NAVD 88
 KV0296
 KV0296  VERT ORDER  -  FIRST     CLASS I
 KV0296
 KV0296.The horizontal coordinates were scaled from a topographic map and have
 KV0296.an estimated accuracy of +/- 6 seconds.
 KV0296
 KV0296.The orthometric height was determined by differential leveling
 KV0296.and adjusted by the National Geodetic Survey in June 1991..
 KV0296
 KV0296.The geoid height was determined by GEOID03.
 KV0296
 KV0296.The dynamic height is computed by dividing the NAVD 88
 KV0296.geopotential number by the normal gravity value computed on the
 KV0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0296.degrees latitude (g = 980.6199 gals.).
 KV0296
 KV0296.The modeled gravity was interpolated from observed gravity values.
 KV0296
 KV0296;                    North         East    Units  Estimated Accuracy
 KV0296;SPC NJ       -   210,490.      189,800.      MT  (+/- 180 meters Scaled)
 KV0296
 KV0296                          SUPERSEDED SURVEY CONTROL
 KV0296
 KV0296  NGVD 29 (04/16/92)  -19.164  (m)          -62.87   (f) ADJUSTED    1 1
 KV0296
 KV0296.Superseded values are not recommended for survey control.
 KV0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0296.See file dsdata.txt to determine how the superseded data were derived.
 KV0296
 KV0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL820090(NAD 83)
 KV0296_MARKER: Z = SEE DESCRIPTION
 KV0296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0296_SP_SET: SIDEWALK
 KV0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0296
 KV0296  HISTORY     - Date     Condition        Report By
 KV0296  HISTORY     - 1934     MONUMENTED       NYPA
 KV0296  HISTORY     - 1952     GOOD             CGS
 KV0296  HISTORY     - 1965     GOOD             CGS
 KV0296  HISTORY     - 20010319 MARK NOT FOUND   PORANY
 KV0296
 KV0296                          STATION DESCRIPTION
 KV0296
 KV0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0296'AT JERSEY CITY.
 KV0296'AT JERSEY CITY, IN THE SOUTH TUNNEL OF THE HOLLAND TUNNELS,
 KV0296'IN THE CONCRETE SIDE WALK OPPOSITE STATION 30+78, AND 3 FEET
 KV0296'HIGHER THAN ROADWAY. A BRASS PLUG.
 KV0296'NOTE-- DISTANCE WAS MEASURED FROM STATION
 KV0296'30 AND MARK WAS FOUND AT STATION 30+78 INSTEAD OF STATION 30+75
 KV0296'AS STATED IN ORIGINAL DESCRIPTION.
 KV0296
 KV0296                          STATION RECOVERY (1965)
 KV0296
 KV0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0296'RECOVERED IN GOOD CONDITION.
 KV0296
 KV0296                          STATION RECOVERY (2001)
 KV0296
 KV0296'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV0296'LOST DUE TO CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0297 ***********************************************************************
 KV0297  DESIGNATION -  HT 50+54 NYPA
 KV0297  PID         -  KV0297
 KV0297  STATE/COUNTY-  NJ/HUDSON
 KV0297  USGS QUAD   -  JERSEY CITY (1981)
 KV0297
 KV0297                         *CURRENT SURVEY CONTROL
 KV0297  ___________________________________________________________________
 KV0297* NAD 83(1986)-  40 43 39.     (N)    074 01 18.     (W)     SCALED    
 KV0297* NAVD 88     -       -26.007  (meters)     -85.32   (feet)  ADJUSTED  
 KV0297  ___________________________________________________________________
 KV0297  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 KV0297  DYNAMIC HT  -         -25.998 (meters)     -85.30  (feet)  COMP
 KV0297  MODELED GRAV-     980,248.3   (mgal)                       NAVD 88
 KV0297
 KV0297  VERT ORDER  -  FIRST     CLASS I
 KV0297
 KV0297.The horizontal coordinates were scaled from a topographic map and have
 KV0297.an estimated accuracy of +/- 6 seconds.
 KV0297
 KV0297.The orthometric height was determined by differential leveling
 KV0297.and adjusted by the National Geodetic Survey in June 1991..
 KV0297
 KV0297.The geoid height was determined by GEOID03.
 KV0297
 KV0297.The dynamic height is computed by dividing the NAVD 88
 KV0297.geopotential number by the normal gravity value computed on the
 KV0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0297.degrees latitude (g = 980.6199 gals.).
 KV0297
 KV0297.The modeled gravity was interpolated from observed gravity values.
 KV0297
 KV0297;                    North         East    Units  Estimated Accuracy
 KV0297;SPC NJ       -   210,400.      190,410.      MT  (+/- 180 meters Scaled)
 KV0297
 KV0297                          SUPERSEDED SURVEY CONTROL
 KV0297
 KV0297  NGVD 29 (04/16/92)  -25.667  (m)          -84.21   (f) ADJUSTED    1 1
 KV0297
 KV0297.Superseded values are not recommended for survey control.
 KV0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0297.See file dsdata.txt to determine how the superseded data were derived.
 KV0297
 KV0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL826089(NAD 83)
 KV0297_MARKER: Z = SEE DESCRIPTION
 KV0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0297_SP_SET: SIDEWALK
 KV0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0297
 KV0297  HISTORY     - Date     Condition        Report By
 KV0297  HISTORY     - 1934     MONUMENTED       NYPA
 KV0297  HISTORY     - 1952     GOOD             CGS
 KV0297  HISTORY     - 1965     GOOD             CGS
 KV0297  HISTORY     - 20010319 MARK NOT FOUND   PORANY
 KV0297
 KV0297                          STATION DESCRIPTION
 KV0297
 KV0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0297'AT JERSEY CITY.
 KV0297'AT JERSEY CITY, IN THE SOUTH TUNNEL OF THE HOLLAND TUNNELS,
 KV0297'IN THE CONCRETE SIDE WALK OPPOSITE STATION 50+54 AND ABOUT 3
 KV0297'FEET HIGHER THAN ROADWAY. A BRASS PULG.
 KV0297
 KV0297                          STATION RECOVERY (1965)
 KV0297
 KV0297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0297'RECOVERED IN GOOD CONDITION.
 KV0297
 KV0297                          STATION RECOVERY (2001)
 KV0297
 KV0297'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV0297'LOST DUE TO CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0298 ***********************************************************************
 KV0298  DESIGNATION -  HT 51+13 NYPA
 KV0298  PID         -  KV0298
 KV0298  STATE/COUNTY-  NJ/HUDSON
 KV0298  USGS QUAD   -  JERSEY CITY (1981)
 KV0298
 KV0298                         *CURRENT SURVEY CONTROL
 KV0298  ___________________________________________________________________
 KV0298* NAD 83(1986)-  40 43 39.     (N)    074 01 18.     (W)     SCALED    
 KV0298* NAVD 88     -       -26.846  (meters)     -88.08   (feet)  ADJUSTED  
 KV0298  ___________________________________________________________________
 KV0298  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 KV0298  DYNAMIC HT  -         -26.835 (meters)     -88.04  (feet)  COMP
 KV0298  MODELED GRAV-     980,248.3   (mgal)                       NAVD 88
 KV0298
 KV0298  VERT ORDER  -  FIRST     CLASS I
 KV0298
 KV0298.The horizontal coordinates were scaled from a topographic map and have
 KV0298.an estimated accuracy of +/- 6 seconds.
 KV0298
 KV0298.The orthometric height was determined by differential leveling
 KV0298.and adjusted by the National Geodetic Survey in June 1991..
 KV0298
 KV0298.The geoid height was determined by GEOID03.
 KV0298
 KV0298.The dynamic height is computed by dividing the NAVD 88
 KV0298.geopotential number by the normal gravity value computed on the
 KV0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0298.degrees latitude (g = 980.6199 gals.).
 KV0298
 KV0298.The modeled gravity was interpolated from observed gravity values.
 KV0298
 KV0298;                    North         East    Units  Estimated Accuracy
 KV0298;SPC NJ       -   210,400.      190,410.      MT  (+/- 180 meters Scaled)
 KV0298
 KV0298                          SUPERSEDED SURVEY CONTROL
 KV0298
 KV0298  NGVD 29 (04/16/92)  -26.506  (m)          -86.96   (f) ADJUSTED    1 1
 KV0298
 KV0298.Superseded values are not recommended for survey control.
 KV0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0298.See file dsdata.txt to determine how the superseded data were derived.
 KV0298
 KV0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL826089(NAD 83)
 KV0298_MARKER: B = BOLT
 KV0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0298_SP_SET: CURB
 KV0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0298
 KV0298  HISTORY     - Date     Condition        Report By
 KV0298  HISTORY     - 1952     MONUMENTED       NYPA
 KV0298  HISTORY     - 1952     GOOD             CGS
 KV0298  HISTORY     - 1965     GOOD             CGS
 KV0298  HISTORY     - 20010319 MARK NOT FOUND   PORANY
 KV0298
 KV0298                          STATION DESCRIPTION
 KV0298
 KV0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0298'AT JERSEY CITY.
 KV0298'AT JERSEY CITY, IN THE SOUTH TUNNEL OF THE HOLLAND TUNNELS, SET
 KV0298'IN THE TOP OF NORTH CURB OPPOSITE STATION 51+13, 0.6 FOOT NORTH
 KV0298'OF SOUTH FACE OF CURB, 2.6 FEET LOWER THAN SIDE WALK.
 KV0298
 KV0298                          STATION RECOVERY (1965)
 KV0298
 KV0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0298'RECOVERED IN GOOD CONDITION.
 KV0298
 KV0298                          STATION RECOVERY (2001)
 KV0298
 KV0298'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV0298'LOST DUE TO CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4941 ***********************************************************************
 KV4941  DESIGNATION -  HUB SOUTH 1949
 KV4941  PID         -  KV4941
 KV4941  STATE/COUNTY-  NJ/MONMOUTH
 KV4941  USGS QUAD   -  SANDY HOOK (1981)
 KV4941
 KV4941                         *CURRENT SURVEY CONTROL
 KV4941  ___________________________________________________________________
 KV4941* NAD 83(1996)-  40 26 51.92246(N)    074 00 15.68327(W)     ADJUSTED  
 KV4941* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4941  ___________________________________________________________________
 KV4941  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 KV4941  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV4941
 KV4941  HORZ ORDER  -  THIRD
 KV4941
 KV4941.The horizontal coordinates were established by classical geodetic methods
 KV4941.and adjusted by the National Geodetic Survey in September 1999..
 KV4941
 KV4941.The orthometric height was scaled from a topographic map.
 KV4941
 KV4941.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4941
 KV4941.The geoid height was determined by GEOID03.
 KV4941
 KV4941;                    North         East     Units Scale Factor Converg.
 KV4941;SPC NJ       -   179,345.791   192,043.049   MT  0.99992175   +0 19 17.6
 KV4941;SPC NJ       -   588,403.65    630,061.24   sFT  0.99992175   +0 19 17.6
 KV4941;UTM  18      - 4,477,931.653   584,430.809   MT  0.99968775   +0 38 45.5
 KV4941
 KV4941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4941!SPC NJ       -   1.00000499  x   0.99992175  =   0.99992674
 KV4941!UTM  18      -   1.00000499  x   0.99968775  =   0.99969273
 KV4941
 KV4941:                Primary Azimuth Mark                     Grid Az
 KV4941:SPC NJ       -  SANDY HOOK LH LIGHT 1835                 006 55 44.7
 KV4941:UTM  18      -  SANDY HOOK LH LIGHT 1835                 006 36 16.8
 KV4941
 KV4941|---------------------------------------------------------------------|
 KV4941| PID    Reference Object                     Distance      Geod. Az  |
 KV4941|                                                           dddmmss.s |
 KV4941| KV4987 SANDY HOOK LH LIGHT 1835            APPROX. 1.6 KM 0071502.3 |
 KV4941| KV4940 MEASURED MILE SOUTH                  16.860 METERS 35334     |
 KV4941|---------------------------------------------------------------------|
 KV4941
 KV4941                          SUPERSEDED SURVEY CONTROL
 KV4941
 KV4941  NAD 83(1996)-  40 26 51.92237(N)    074 00 15.68299(W) AD(       ) 3
 KV4941  NAD 83(1986)-  40 26 51.92274(N)    074 00 15.68191(W) AD(       ) 3
 KV4941  NAD 27      -  40 26 51.53200(N)    074 00 17.18700(W) AD(       ) 3
 KV4941
 KV4941.Superseded values are not recommended for survey control.
 KV4941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4941.See file dsdata.txt to determine how the superseded data were derived.
 KV4941
 KV4941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8443177932(NAD 83)
 KV4941_MARKER: N = NAIL
 KV4941_SETTING: 0 = UNSPECIFIED SETTING
 KV4941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4941
 KV4941  HISTORY     - Date     Condition        Report By
 KV4941  HISTORY     - 1949     MONUMENTED       CGS
 KV4941  HISTORY     - 1949     MARK NOT FOUND   CGS
 KV4941  HISTORY     - 19960619 MARK NOT FOUND   USPSQD
 KV4941
 KV4941                          STATION DESCRIPTION
 KV4941
 KV4941'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (WJC)
 KV4941'$
 KV4941'STATION MARK IS A NAIL IN THE CENTER TOP OF A 2- BY 4-INCH
 KV4941'3-FOOT-LONG POST PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS
 KV4941'IN LINE WITH MEASURED MILE NORTH AND MEASURED MILE SOUTH, AND
 KV4941'16.86 METERS FROM MEASURED MILE SOUTH.
 KV4941
 KV4941                          STATION RECOVERY (1949)
 KV4941
 KV4941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WJC)
 KV4941'THIS STATION IS NOT RECOVERABLE.  IT IS A TEMPORARY STATION
 KV4941'ESTABLISHED TO LOCATE THE S END OF A MEASURED MILE COURSE.
 KV4941
 KV4941                          STATION RECOVERY (1996)
 KV4941
 KV4941'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV4941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4060 ***********************************************************************
 KV4060  DESIGNATION -  HUD
 KV4060  PID         -  KV4060
 KV4060  STATE/COUNTY-  NJ/HUDSON
 KV4060  USGS QUAD   -  WEEHAWKEN (1995)
 KV4060
 KV4060                         *CURRENT SURVEY CONTROL
 KV4060  ___________________________________________________________________
 KV4060* NAD 83(1996)-  40 48 14.49413(N)    074 03 35.15045(W)     ADJUSTED  
 KV4060* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4060  ___________________________________________________________________
 KV4060  LAPLACE CORR-           7.02  (seconds)                    DEFLEC99
 KV4060  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 KV4060
 KV4060  HORZ ORDER  -  THIRD
 KV4060
 KV4060.The horizontal coordinates were established by classical geodetic methods
 KV4060.and adjusted by the National Geodetic Survey in September 1999..
 KV4060
 KV4060.The orthometric height was scaled from a topographic map.
 KV4060
 KV4060.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4060
 KV4060.The geoid height was determined by GEOID03.
 KV4060
 KV4060;                    North         East     Units Scale Factor Converg.
 KV4060;SPC NJ       -   218,879.704   187,145.165   MT  0.99991698   +0 17 15.7
 KV4060;SPC NJ       -   718,107.83    613,992.10   sFT  0.99991698   +0 17 15.7
 KV4060;SPC NY L     -    70,778.077   294,956.904   MT  0.99999522   -0 02 20.7
 KV4060;SPC NY L     -   232,211.07    967,704.44   sFT  0.99999522   -0 02 20.7
 KV4060;UTM  18      - 4,517,427.740   579,309.563   MT  0.99967742   +0 36 52.0
 KV4060
 KV4060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4060!SPC NJ       -   1.00000490  x   0.99991698  =   0.99992188
 KV4060!SPC NY L     -   1.00000490  x   0.99999522  =   1.00000012
 KV4060!UTM  18      -   1.00000490  x   0.99967742  =   0.99968232
 KV4060
 KV4060|---------------------------------------------------------------------|
 KV4060| PID    Reference Object                     Distance      Geod. Az  |
 KV4060|                                                           dddmmss.s |
 KV4060| CB5200 HUD RM 1                                           03117     |
 KV4060| KV4041 BLUFF                               APPROX. 0.8 KM 0840155.3 |
 KV4060| KV4071 SCHOOL 3                            APPROX. 0.6 KM 1615630.3 |
 KV4060| CB5201 HUD RM 2                                           28117     |
 KV4060| KV4053 BER                                 343.961 METERS 33958     |
 KV4060| KV4050 EAST TELEPHONE POLE                 213.217 METERS 34208     |
 KV4060|---------------------------------------------------------------------|
 KV4060
 KV4060                          SUPERSEDED SURVEY CONTROL
 KV4060
 KV4060  NAD 83(1996)-  40 48 14.49403(N)    074 03 35.15053(W) AD(       ) 3
 KV4060  NAD 83(1996)-  40 48 14.49300(N)    074 03 35.15195(W) AD(       ) 3
 KV4060  NAD 83(1992)-  40 48 14.49206(N)    074 03 35.15287(W) AD(       ) 3
 KV4060  NAD 83(1986)-  40 48 14.49614(N)    074 03 35.15017(W) AD(       ) 3
 KV4060  NAD 27      -  40 48 14.13200(N)    074 03 36.64300(W) AD(       ) 3
 KV4060
 KV4060.Superseded values are not recommended for survey control.
 KV4060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4060.See file dsdata.txt to determine how the superseded data were derived.
 KV4060
 KV4060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7931017428(NAD 83)
 KV4060_MARKER: DS = TRIANGULATION STATION DISK
 KV4060_SETTING: 0 = UNSPECIFIED SETTING
 KV4060
 KV4060  HISTORY     - Date     Condition        Report By
 KV4060  HISTORY     - 1914     MONUMENTED       CGS
 KV4060  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV4060  HISTORY     - 1953     MARK NOT FOUND   CGS
 KV4060
 KV4060                          STATION DESCRIPTION
 KV4060
 KV4060'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV4060'STATION IS ON THE E SIDE OF HACKENSACK RIVER, ON THE S END OF THE
 KV4060'HUDSON AND BERGEN COUNTY BRIDGE.  THE STATION IS 26.23 FEET FROM
 KV4060'A CROSS CUT IN THE ABUTMENT ON THE LOWER SIDE OF THE BRIDGE, 22.31
 KV4060'FEET FROM A CROSS CUT ON THE ABUTMENT OF THE UPPER SIDE OF THE
 KV4060'BRIDGE, AND IS MARKED BY A STANDARD BRASS DISK SET IN A BLOCK OF
 KV4060'CONCRETE AND PLACED BETWEEN THE COBBLE STONES OF WHICH THE ROAD
 KV4060'IS MADE.
 KV4060
 KV4060                          STATION RECOVERY (1932)
 KV4060
 KV4060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4060'STATION REPORTED LOST.
 KV4060
 KV4060                          STATION RECOVERY (1953)
 KV4060
 KV4060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCC)
 KV4060'NOT RECOVERED.  OLD COBBLESTONE ROAD HAS BEEN COVERED WITH ABOUT
 KV4060'3 OR 4 IN. OF ASPHALT.  PART OF THE ASPHALT WAS DUG UP, BUT THE
 KV4060'MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4103 ***********************************************************************
 KV4103  DESIGNATION -  HUDSON FOUNDRY CHIMNEY
 KV4103  PID         -  KV4103
 KV4103  STATE/COUNTY-  NJ/HUDSON
 KV4103  USGS QUAD   -  WEEHAWKEN (1995)
 KV4103
 KV4103                         *CURRENT SURVEY CONTROL
 KV4103  ___________________________________________________________________
 KV4103* NAD 83(1996)-  40 46 32.08789(N)    074 04 54.03148(W)     ADJUSTED  
 KV4103* NAVD 88     -                                                        
 KV4103  ___________________________________________________________________
 KV4103  LAPLACE CORR-           6.68  (seconds)                    DEFLEC99
 KV4103  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KV4103
 KV4103  HORZ ORDER  -  THIRD
 KV4103
 KV4103.The horizontal coordinates were established by classical geodetic methods
 KV4103.and adjusted by the National Geodetic Survey in September 1999..
 KV4103
 KV4103
 KV4103.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4103
 KV4103.The geoid height was determined by GEOID03.
 KV4103
 KV4103;                    North         East     Units Scale Factor Converg.
 KV4103;SPC NJ       -   215,712.012   185,311.440   MT  0.99991534   +0 16 23.6
 KV4103;SPC NJ       -   707,715.16    607,975.95   sFT  0.99991534   +0 16 23.6
 KV4103;SPC NY L     -    67,620.642   293,104.999   MT  0.99999574   -0 03 12.3
 KV4103;SPC NY L     -   221,852.06    961,628.65   sFT  0.99999574   -0 03 12.3
 KV4103;UTM  18      - 4,514,250.409   577,494.365   MT  0.99967392   +0 35 59.2
 KV4103
 KV4103                          SUPERSEDED SURVEY CONTROL
 KV4103
 KV4103  NAD 83(1996)-  40 46 32.08781(N)    074 04 54.03159(W) AD(       ) 4
 KV4103  NAD 83(1996)-  40 46 32.08677(N)    074 04 54.03322(W) AD(       ) 4
 KV4103  NAD 83(1992)-  40 46 32.08578(N)    074 04 54.03413(W) AD(       ) 4
 KV4103  NAD 83(1986)-  40 46 32.08899(N)    074 04 54.03324(W) AD(       ) 4
 KV4103  NAD 27      -  40 46 31.72700(N)    074 04 55.52100(W) AD(       ) 3
 KV4103
 KV4103.Superseded values are not recommended for survey control.
 KV4103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4103.See file dsdata.txt to determine how the superseded data were derived.
 KV4103
 KV4103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7749414250(NAD 83)
 KV4103_MARKER: 85 = CHIMNEY
 KV4103
 KV4103  HISTORY     - Date     Condition        Report By
 KV4103  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4103
 KV4103                          STATION DESCRIPTION
 KV4103
 KV4103'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU3889 ***********************************************************************
 KU3889  DESIGNATION -  HUDSON RIVER AERO BEACON
 KU3889  PID         -  KU3889
 KU3889  STATE/COUNTY-  NJ/BERGEN
 KU3889  USGS QUAD   -  CENTRAL PARK (1979)
 KU3889
 KU3889                         *CURRENT SURVEY CONTROL
 KU3889  ___________________________________________________________________
 KU3889* NAD 83(1996)-  40 51 09.71001(N)    073 57 31.74849(W)     ADJUSTED  
 KU3889* NAVD 88     -                                                        
 KU3889  ___________________________________________________________________
 KU3889  LAPLACE CORR-           6.12  (seconds)                    DEFLEC99
 KU3889  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 KU3889
 KU3889  HORZ ORDER  -  THIRD
 KU3889
 KU3889.The horizontal coordinates were established by classical geodetic methods
 KU3889.and adjusted by the National Geodetic Survey in September 1999..
 KU3889
 KU3889
 KU3889.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3889
 KU3889.The geoid height was determined by GEOID03.
 KU3889
 KU3889;                    North         East     Units Scale Factor Converg.
 KU3889;SPC NJ       -   224,331.821   195,629.116   MT  0.99992562   +0 21 14.4
 KU3889;SPC NJ       -   735,995.32    641,826.52   sFT  0.99992562   +0 21 14.4
 KU3889;SPC NY L     -    76,182.098   303,472.453   MT  0.99999490   +0 01 37.0
 KU3889;SPC NY L     -   249,940.77    995,642.54   sFT  0.99999490   +0 01 37.0
 KU3889;UTM  18      - 4,522,926.884   587,760.278   MT  0.99969479   +0 40 51.9
 KU3889
 KU3889                          SUPERSEDED SURVEY CONTROL
 KU3889
 KU3889  NAD 83(1996)-  40 51 09.71001(N)    073 57 31.74848(W) AD(       ) 4
 KU3889  NAD 83(1996)-  40 51 09.70990(N)    073 57 31.74951(W) AD(       ) 4
 KU3889  NAD 83(1992)-  40 51 09.70809(N)    073 57 31.75003(W) AD(       ) 4
 KU3889  NAD 83(1986)-  40 51 09.71362(N)    073 57 31.74771(W) AD(       ) 4
 KU3889  NAD 27      -  40 51 09.35000(N)    073 57 33.25800(W) AD(       ) 3
 KU3889
 KU3889.Superseded values are not recommended for survey control.
 KU3889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3889.See file dsdata.txt to determine how the superseded data were derived.
 KU3889
 KU3889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8776022927(NAD 83)
 KU3889_MARKER: 22 = AIRWAY BEACON
 KU3889
 KU3889  HISTORY     - Date     Condition        Report By
 KU3889  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3889
 KU3889                          STATION DESCRIPTION
 KU3889
 KU3889'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3881 ***********************************************************************
 KV3881  DESIGNATION -  HURST
 KV3881  PID         -  KV3881
 KV3881  STATE/COUNTY-  NJ/BERGEN
 KV3881  USGS QUAD   -  HACKENSACK (1997)
 KV3881
 KV3881                         *CURRENT SURVEY CONTROL
 KV3881  ___________________________________________________________________
 KV3881* NAD 83(1996)-  40 52 44.76231(N)    074 02 11.75176(W)     ADJUSTED  
 KV3881* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV3881  ___________________________________________________________________
 KV3881  LAPLACE CORR-           7.58  (seconds)                    DEFLEC99
 KV3881  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KV3881
 KV3881  HORZ ORDER  -  THIRD
 KV3881
 KV3881.The horizontal coordinates were established by classical geodetic methods
 KV3881.and adjusted by the National Geodetic Survey in September 1999..
 KV3881
 KV3881.The orthometric height was scaled from a topographic map.
 KV3881
 KV3881.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3881
 KV3881.The geoid height was determined by GEOID03.
 KV3881
 KV3881;                    North         East     Units Scale Factor Converg.
 KV3881;SPC NJ       -   227,226.069   189,055.748   MT  0.99991877   +0 18 11.8
 KV3881;SPC NJ       -   745,490.86    620,260.40   sFT  0.99991877   +0 18 11.8
 KV3881;SPC NY L     -    79,114.046   296,915.241   MT  0.99999503   -0 01 26.2
 KV3881;SPC NY L     -   259,560.00    974,129.42   sFT  0.99999503   -0 01 26.2
 KV3881;UTM  18      - 4,525,782.880   581,172.034   MT  0.99968110   +0 37 50.0
 KV3881
 KV3881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3881!SPC NJ       -   1.00000473  x   0.99991877  =   0.99992350
 KV3881!SPC NY L     -   1.00000473  x   0.99999503  =   0.99999976
 KV3881!UTM  18      -   1.00000473  x   0.99968110  =   0.99968582
 KV3881
 KV3881|---------------------------------------------------------------------|
 KV3881| PID    Reference Object                     Distance      Geod. Az  |
 KV3881|                                                           dddmmss.s |
 KV3881| KV3895 TRESTLE                             343.639 METERS 01720     |
 KV3881| KV3885 VALVOLINE USAE                       82.757 METERS 15937     |
 KV3881| KV3920 HOUSE                               464.036 METERS 1671638.7 |
 KV3881| KV3921 COURT                               APPROX. 0.5 KM 2090504.9 |
 KV3881| CB5203 HURST RM 2                                         26745     |
 KV3881| KV3880 BROAD                               231.834 METERS 27020     |
 KV3881| KV3893 TRUE REFORMED CHURCH                APPROX. 0.8 KM 3044123.0 |
 KV3881| KV3908 CHRIST CHURCH                       APPROX. 1.0 KM 3250439.9 |
 KV3881| CB5202 HURST RM 1                                         35339     |
 KV3881| KV3894 TROLLEY                             457.030 METERS 3534924.3 |
 KV3881|---------------------------------------------------------------------|
 KV3881
 KV3881                          SUPERSEDED SURVEY CONTROL
 KV3881
 KV3881  NAD 83(1996)-  40 52 44.76218(N)    074 02 11.75187(W) AD(       ) 3
 KV3881  NAD 83(1996)-  40 52 44.76131(N)    074 02 11.75326(W) AD(       ) 3
 KV3881  NAD 83(1992)-  40 52 44.75877(N)    074 02 11.75367(W) AD(       ) 3
 KV3881  NAD 83(1986)-  40 52 44.76955(N)    074 02 11.75140(W) AD(       ) 3
 KV3881  NAD 27      -  40 52 44.40800(N)    074 02 13.25300(W) AD(       ) 3
 KV3881
 KV3881.Superseded values are not recommended for survey control.
 KV3881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3881.See file dsdata.txt to determine how the superseded data were derived.
 KV3881
 KV3881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8117225783(NAD 83)
 KV3881_MARKER: DS = TRIANGULATION STATION DISK
 KV3881_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV3881_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV3881
 KV3881  HISTORY     - Date     Condition        Report By
 KV3881  HISTORY     - 1914     MONUMENTED       CGS
 KV3881  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV3881
 KV3881                          STATION DESCRIPTION
 KV3881
 KV3881'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV3881'STATION IS ON THE E SIDE OF HACKENSACK RIVER, ON THE S SIDE OF
 KV3881'COURT STREET OF BOGOTA AND ABOUT 232 METERS (761 FEET) E OF THE
 KV3881'COURT STREET BRIDGE OVER THE RIVER.  THE STATION IS 2.667 METERS
 KV3881'(8.75 FEET) FROM THE EDGE OF THE CURB, AND IS MARKED BY A
 KV3881'STANDARD DISK CEMENTED IN THE TOP OF A 4-INCH TILE PIPE AND SUNK
 KV3881'FLUSH WITH THE GROUND.
 KV3881'
 KV3881'THE SUBSURFACE MARK IS A BURIED BOTTLE.
 KV3881'
 KV3881'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CEMENT CONTAINED
 KV3881'IN A 3-INCH TILE PIPE FLUSH WITH THE GROUND, ARE PLACED RESPECTIVELY
 KV3881'17.221 METERS (56.50 FEET) N 5 DEG E AND 15.164 METERS (49.75 FEET)
 KV3881'N 83 DEG W FROM THE STATION.  THE FIRST, 5.364 METERS (17.60
 KV3881'FEET) FROM THE EDGE OF THE CURB ON THE N SIDE OF THE STREET, AND
 KV3881'THE OTHER IS 3.246 METERS (10.65 FEET) FROM THE EDGE OF THE CURB
 KV3881'ON THE S SIDE.
 KV3881
 KV3881                          STATION RECOVERY (1932)
 KV3881
 KV3881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3881'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4705 ***********************************************************************
 KV4705  DESIGNATION -  HYDRAULIC WORKS CHIMNEY
 KV4705  PID         -  KV4705
 KV4705  STATE/COUNTY-  NJ/HUDSON
 KV4705  USGS QUAD   -  ELIZABETH (1995)
 KV4705
 KV4705                         *CURRENT SURVEY CONTROL
 KV4705  ___________________________________________________________________
 KV4705* NAD 83(1996)-  40 44 44.52174(N)    074 08 40.13438(W)     ADJUSTED  
 KV4705* NAVD 88     -                                                        
 KV4705  ___________________________________________________________________
 KV4705  LAPLACE CORR-           6.09  (seconds)                    DEFLEC99
 KV4705  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KV4705
 KV4705  HORZ ORDER  -  THIRD
 KV4705
 KV4705.The horizontal coordinates were established by classical geodetic methods
 KV4705.and adjusted by the National Geodetic Survey in September 1999..
 KV4705
 KV4705
 KV4705.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4705
 KV4705.The geoid height was determined by GEOID03.
 KV4705
 KV4705;                    North         East     Units Scale Factor Converg.
 KV4705;SPC NJ       -   212,370.856   180,023.286   MT  0.99991109   +0 13 55.4
 KV4705;SPC NJ       -   696,753.38    590,626.40   sFT  0.99991109   +0 13 55.4
 KV4705;SPC NY L     -    64,309.408   287,797.446   MT  0.99999655   -0 05 40.2
 KV4705;SPC NY L     -   210,988.45    944,215.45   sFT  0.99999655   -0 05 40.2
 KV4705;UTM  18      - 4,510,879.999   572,226.621   MT  0.99966421   +0 33 30.3
 KV4705
 KV4705                          SUPERSEDED SURVEY CONTROL
 KV4705
 KV4705  NAD 83(1996)-  40 44 44.52164(N)    074 08 40.13462(W) AD(       ) 4
 KV4705  NAD 83(1986)-  40 44 44.51989(N)    074 08 40.13887(W) AD(       ) 4
 KV4705  NAD 27      -  40 44 44.15600(N)    074 08 41.63800(W) AD(       ) 3
 KV4705
 KV4705.Superseded values are not recommended for survey control.
 KV4705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4705.See file dsdata.txt to determine how the superseded data were derived.
 KV4705
 KV4705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7222710880(NAD 83)
 KV4705_MARKER: 85 = CHIMNEY
 KV4705
 KV4705  HISTORY     - Date     Condition        Report By
 KV4705  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4705  HISTORY     - 20051014 MARK NOT FOUND   GEOCAC
 KV4705
 KV4705                          STATION DESCRIPTION
 KV4705
 KV4705'DESCRIBED BY GEOCACHING 2005 (WD)
 KV4705'THERE IS NO CHIMNEY AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0704 ***********************************************************************
 JU0704  DESIGNATION -  I3
 JU0704  PID         -  JU0704
 JU0704  STATE/COUNTY-  NJ/CAMDEN
 JU0704  USGS QUAD   -  CAMDEN (1995)
 JU0704
 JU0704                         *CURRENT SURVEY CONTROL
 JU0704  ___________________________________________________________________
 JU0704* NAD 83(1996)-  39 53 41.57474(N)    075 04 18.80760(W)     ADJUSTED  
 JU0704* NAVD 88     -        15.423  (meters)      50.60   (feet)  ADJUSTED  
 JU0704  ___________________________________________________________________
 JU0704  X           -   1,262,322.167 (meters)                     COMP
 JU0704  Y           -  -4,734,806.191 (meters)                     COMP
 JU0704  Z           -   4,069,026.554 (meters)                     COMP
 JU0704  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 JU0704  ELLIP HEIGHT-         -17.37  (meters)          (09/25/02) GPS OBS
 JU0704  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JU0704  DYNAMIC HT  -          15.416 (meters)      50.58  (feet)  COMP
 JU0704  MODELED GRAV-     980,188.4   (mgal)                       NAVD 88
 JU0704
 JU0704  HORZ ORDER  -  FIRST
 JU0704  VERT ORDER  -  FIRST     CLASS I
 JU0704  ELLP ORDER  -  FOURTH    CLASS I
 JU0704
 JU0704.The horizontal coordinates were established by GPS observations
 JU0704.and adjusted by the National Geodetic Survey in March 2000..
 JU0704
 JU0704.The orthometric height was determined by differential leveling
 JU0704.and adjusted by the National Geodetic Survey in June 1991..
 JU0704
 JU0704.Photographs are available for this station.
 JU0704
 JU0704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0704
 JU0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0704
 JU0704.The ellipsoidal height was determined by GPS observations
 JU0704.and is referenced to NAD 83.
 JU0704
 JU0704.The geoid height was determined by GEOID03.
 JU0704
 JU0704.The dynamic height is computed by dividing the NAVD 88
 JU0704.geopotential number by the normal gravity value computed on the
 JU0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0704.degrees latitude (g = 980.6199 gals.).
 JU0704
 JU0704.The modeled gravity was interpolated from observed gravity values.
 JU0704
 JU0704;                    North         East     Units Scale Factor Converg.
 JU0704;SPC NJ       -   118,000.477   101,093.965   MT  0.99992944   -0 22 00.5
 JU0704;SPC NJ       -   387,139.90    331,672.45   sFT  0.99992944   -0 22 00.5
 JU0704;SPC PA S     -    65,824.220   829,010.671   MT  1.00000624   +1 44 15.1
 JU0704;SPC PA S     -   215,958.30  2,719,845.84   sFT  1.00000624   +1 44 15.1
 JU0704;UTM  18      - 4,416,092.714   493,854.006   MT  0.99960047   -0 02 46.0
 JU0704
 JU0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0704!SPC NJ       -   1.00000273  x   0.99992944  =   0.99993216
 JU0704!SPC PA S     -   1.00000273  x   1.00000624  =   1.00000897
 JU0704!UTM  18      -   1.00000273  x   0.99960047  =   0.99960319
 JU0704
 JU0704                          SUPERSEDED SURVEY CONTROL
 JU0704
 JU0704  ELLIP H (03/31/00)  -17.38   (m)                       GP(       ) 3 1
 JU0704  NAD 83(1996)-  39 53 41.57274(N)    075 04 18.80995(W) AD(       ) 2
 JU0704  ELLIP H (09/01/99)  -17.38   (m)                       GP(       ) 4 1
 JU0704  NAD 83(1991)-  39 53 41.56685(N)    075 04 18.80879(W) AD(       ) 2
 JU0704  ELLIP H (01/27/92)  -17.42   (m)                       GP(       ) 4 1
 JU0704  NAD 83(1986)-  39 53 41.56217(N)    075 04 18.81204(W) AD(       ) 2
 JU0704  NAD 27      -  39 53 41.15927(N)    075 04 20.18877(W) AD(       ) 2
 JU0704  NAVD 88 (03/31/00)   15.42   (m)           50.6    (f) LEVELING    3  
 JU0704  NGVD 29 (??/??/??)   15.768  (m)           51.73   (f) ADJUSTED    1 1
 JU0704
 JU0704.Superseded values are not recommended for survey control.
 JU0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0704.See file dsdata.txt to determine how the superseded data were derived.
 JU0704
 JU0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9385416093(NAD 83)
 JU0704_MARKER: DB = BENCH MARK DISK
 JU0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0704_STAMPING: 51.903 I-3 1923
 JU0704_MARK LOGO: CGS   
 JU0704_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0704+STABILITY: SURFACE MOTION
 JU0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0704+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2005
 JU0704
 JU0704  HISTORY     - Date     Condition        Report By
 JU0704  HISTORY     - 1923     MONUMENTED       CGS
 JU0704  HISTORY     - 1963     GOOD             CGS
 JU0704  HISTORY     - 1968     GOOD             NJDCED
 JU0704  HISTORY     - 19871022 GOOD
 JU0704  HISTORY     - 19941010 MARK NOT FOUND   USPSQD
 JU0704  HISTORY     - 19980111 MARK NOT FOUND   USPSQD
 JU0704  HISTORY     - 19990615 GOOD             NJGS
 JU0704  HISTORY     - 20020527 GOOD             INDIV
 JU0704  HISTORY     - 20051128 GOOD             INDIV
 JU0704
 JU0704                          STATION DESCRIPTION
 JU0704
 JU0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0704'AT AUDUBON.
 JU0704'AT AUDOGON, ALONG THE PENNSYLVANIA-READING SEASHORE LINES, 115
 JU0704'FEET NORTHWEST OF WEST CORNER OF THE STATION, 58 FEET SOUTHEAST
 JU0704'OF A TELEPHONE POLE, 51 FEET SOUTHWEST OF SOUTHWEST CURB OF
 JU0704'ATLANTIC STREET, 40 FEET SOUTHWEST OF A 12-INCH CEDAR TREE
 JU0704'(THE SOUTHEASTERN MOST ONE OF THREE), 29 FEET NORTHEAST OF
 JU0704'NORTHEAST RAIL, ABOUT 1/2 FOOT BELOW LEVEL OF TRACK, AND SET
 JU0704'IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 JU0704
 JU0704                          STATION RECOVERY (1968)
 JU0704
 JU0704'RECOVERY NOTE BY NJ CONS AND ECON DEV 1968
 JU0704'RECOVERED IN GOOD CONDITION.
 JU0704
 JU0704                          STATION RECOVERY (1987)
 JU0704
 JU0704'RECOVERED 1987
 JU0704'RECOVERED IN GOOD CONDITION.
 JU0704
 JU0704                          STATION RECOVERY (1994)
 JU0704
 JU0704'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0704'MARK NOT FOUND.
 JU0704
 JU0704                          STATION RECOVERY (1998)
 JU0704
 JU0704'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0704'MARK NOT FOUND.
 JU0704
 JU0704                          STATION RECOVERY (1999)
 JU0704
 JU0704'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 JU0704'RECOVERED AS DESCRIBED WITH A NEW DESCRIPTION TO FOLLOW.  THE STATION
 JU0704'IS LOCATED IN THE BOROUGH OF AUDUBON ABOUT 4 MI (6.4 KM) EAST FROM THE
 JU0704'DELAWARE RIVER AND ABOUT 3 MI (4.8 KM) SOUTHEAST FROM THE CITY OF
 JU0704'CAMDEN.  TO REACH THE STATION FROM THE COLLINGSWOOD CIRCLE AT THE
 JU0704'INTERSECTION OF U.S.  HIGHWAYS 30 AND 130, GO SOUTHEAST ON U.S.
 JU0704'HIGHWAY 30 FOR 1.9 MI (3.1 KM) TO THE CROSSROADS INTERSECTION WITH
 JU0704'MERCHANT STREET.  TURN RIGHT AND GO 0.1 MI (0.2 KM) TO THE CROSSROADS
 JU0704'INTERSECTION WITH EAST ATLANTIC AVENUE.  TURN RIGHT AND GO ABOUT 75 M
 JU0704'(246.1 FT) TO THE STATION ON THE LEFT, SET FLUSH IN THE ASPHALT PAVED
 JU0704'PARKING LOT OF THE FORMER AUDUBON RAILROAD STATION, NOW PRESENTLY USED
 JU0704'AS A DENTIST OFFICE FOR DOCTORS JUDD AND SAVON.  THE STATION IS 17.7 M
 JU0704'(58.1 FT) SOUTHEAST FROM AN ABANDONED WOOD UTILITY POLE, 8.9 M (29.2
 JU0704'FT) NORTHEAST FROM THE NORTHEAST RAIL OF THE TRACKS, 18.6 MSOUTHWEST
 JU0704'FROM THE CENTERLINE OF EAST ATLANTIC AVENUE, 0.7 M (2.3 FT) EAST
 JU0704'NORTHEAST FROM THE WEST SOUTHWEST EDGE OF THE ASPHALT PAVED PARKING
 JU0704'LOT, 26.8 M (87.9 FT) NORTHWEST FROM THE WEST CORNER OF THE FORMER
 JU0704'RAILROAD STATION AND 29.4 M (96.5 FT) NORTHWEST FROM THE NORTH CORNER
 JU0704'OF THE FORMER RAILROAD STATION.
 JU0704
 JU0704                          STATION RECOVERY (2002)
 JU0704
 JU0704'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 JU0704'RECOVERED IN GOOD CONDITION.
 JU0704
 JU0704                          STATION RECOVERY (2005)
 JU0704
 JU0704'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (LUD)
 JU0704'NOTE   THE COLLINGSWOOD CIRCLE WILL BE ELIMINATED BY MAY 2006.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0357 ***********************************************************************
 JU0357  DESIGNATION -  I4
 JU0357  PID         -  JU0357
 JU0357  STATE/COUNTY-  NJ/ATLANTIC
 JU0357  USGS QUAD   -  OCEAN CITY (1994)
 JU0357
 JU0357                         *CURRENT SURVEY CONTROL
 JU0357  ___________________________________________________________________
 JU0357* NAD 83(1986)-  39 19 45.     (N)    074 35 13.     (W)     SCALED    
 JU0357* NAVD 88     -         5.974  (meters)      19.60   (feet)  ADJUSTED  
 JU0357  ___________________________________________________________________
 JU0357  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JU0357  DYNAMIC HT  -           5.971 (meters)      19.59  (feet)  COMP
 JU0357  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
 JU0357
 JU0357  VERT ORDER  -  FIRST     CLASS I
 JU0357
 JU0357.The horizontal coordinates were scaled from a topographic map and have
 JU0357.an estimated accuracy of +/- 6 seconds.
 JU0357
 JU0357.The orthometric height was determined by differential leveling
 JU0357.and adjusted by the National Geodetic Survey in June 1991..
 JU0357
 JU0357.The geoid height was determined by GEOID03.
 JU0357
 JU0357.The dynamic height is computed by dividing the NAVD 88
 JU0357.geopotential number by the normal gravity value computed on the
 JU0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0357.degrees latitude (g = 980.6199 gals.).
 JU0357
 JU0357.The modeled gravity was interpolated from observed gravity values.
 JU0357
 JU0357;                    North         East    Units  Estimated Accuracy
 JU0357;SPC NJ       -    55,040.      142,500.      MT  (+/- 180 meters Scaled)
 JU0357
 JU0357                          SUPERSEDED SURVEY CONTROL
 JU0357
 JU0357  NGVD 29 (04/16/92)    6.371  (m)           20.90   (f) ADJUSTED    1 1
 JU0357
 JU0357.Superseded values are not recommended for survey control.
 JU0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0357.See file dsdata.txt to determine how the superseded data were derived.
 JU0357
 JU0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ356533(NAD 83)
 JU0357_MARKER: DB = BENCH MARK DISK
 JU0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0357_SP_SET: SIGNAL BASE
 JU0357_STAMPING: I 4 1924 20.905
 JU0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0357
 JU0357  HISTORY     - Date     Condition        Report By
 JU0357  HISTORY     - 1924     MONUMENTED       CGS
 JU0357  HISTORY     - 1964     GOOD             CGS
 JU0357  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0357  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU0357
 JU0357                          STATION DESCRIPTION
 JU0357
 JU0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0357'1.4 MI NE FROM SOMERS POINT.
 JU0357'1.25 MILES NORTHEAST ALONG SHORE ROAD FROM THE CITY HALL AT
 JU0357'SOMERS POINT, THENCE ABOUT 0.15 MILE NORTHWEST ALONG OCEAN
 JU0357'HEIGHTS AVENUE, AT THE CROSSING OF THE PENNSYLVANIA-READING
 JU0357'SEASHORE LINES RAILROAD, 13 FEET NORTHEAST OF THE CENTER LINE
 JU0357'OF THE AVENUE, 27.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 7 FEET
 JU0357'SOUTH OF POWER POLE P29697, ABOUT 0.5 FOOT ABOVE THE GROUND
 JU0357'AND SET VERTICALLY IN THE SOUTHWEST FACE OF A 2 1/2-BY-3 1/2
 JU0357'FOOT MASS OF CONCRETE THAT AT ONE TIME WAS A BASE FOR A CROSSING
 JU0357'LIGHT SIGNAL.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY
 JU0357'GOING ABOUT 5.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 9 FROM THE
 JU0357'INTERSECTION OF U.S. HIGHWAYS 322 AND 40 AT PLEASANTVILLE,
 JU0357'THENCE ABOUT 0.3 MILE SOUTHEAST ALONG OCEAN HEIGHTS AVENUE.
 JU0357
 JU0357                          STATION RECOVERY (1979)
 JU0357
 JU0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0357'NOTE, RAILROAD CROSSING HAS BEEN REMOVED, ASSUMED DESTROYED AS
 JU0357'CONCRETE SIGNAL BASE HAS BEEN DESTROYED.
 JU0357
 JU0357                          STATION RECOVERY (2001)
 JU0357
 JU0357'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0357'THE RAILROAD CROSSING SIGNAL BASE HAS BEEN REMOVED.
 JU0357'THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0211 ***********************************************************************
 KV0211  DESIGNATION -  IBM B 55 33 USE
 KV0211  PID         -  KV0211
 KV0211  STATE/COUNTY-  NJ/MIDDLESEX
 KV0211  USGS QUAD   -  ARTHUR KILL (1981)
 KV0211
 KV0211                         *CURRENT SURVEY CONTROL
 KV0211  ___________________________________________________________________
 KV0211* NAD 83(1986)-  40 35 05.     (N)    074 13 21.     (W)     SCALED    
 KV0211* NAVD 88     -         9.587  (meters)      31.45   (feet)  ADJUSTED  
 KV0211  ___________________________________________________________________
 KV0211  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV0211  DYNAMIC HT  -           9.583 (meters)      31.44  (feet)  COMP
 KV0211  MODELED GRAV-     980,220.9   (mgal)                       NAVD 88
 KV0211
 KV0211  VERT ORDER  -  FIRST     CLASS II
 KV0211
 KV0211.The horizontal coordinates were scaled from a topographic map and have
 KV0211.an estimated accuracy of +/- 6 seconds.
 KV0211
 KV0211.The orthometric height was determined by differential leveling
 KV0211.and adjusted by the National Geodetic Survey in June 1991..
 KV0211
 KV0211.The geoid height was determined by GEOID03.
 KV0211
 KV0211.The dynamic height is computed by dividing the NAVD 88
 KV0211.geopotential number by the normal gravity value computed on the
 KV0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0211.degrees latitude (g = 980.6199 gals.).
 KV0211
 KV0211.The modeled gravity was interpolated from observed gravity values.
 KV0211
 KV0211;                    North         East    Units  Estimated Accuracy
 KV0211;SPC NJ       -   194,470.      173,490.      MT  (+/- 180 meters Scaled)
 KV0211
 KV0211                          SUPERSEDED SURVEY CONTROL
 KV0211
 KV0211  NGVD 29 (04/16/92)    9.908  (m)           32.51   (f) ADJUSTED    1 2
 KV0211
 KV0211.Superseded values are not recommended for survey control.
 KV0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0211.See file dsdata.txt to determine how the superseded data were derived.
 KV0211
 KV0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK657929(NAD 83)
 KV0211_MARKER: DD = SURVEY DISK
 KV0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0211_SP_SET: STEP
 KV0211_STAMPING: MCS IBM B 55 33 E 33
 KV0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0211
 KV0211  HISTORY     - Date     Condition        Report By
 KV0211  HISTORY     - 1952     MONUMENTED       DOD
 KV0211  HISTORY     - 1952     GOOD             CGS
 KV0211  HISTORY     - 1989     GOOD             USPSQD
 KV0211
 KV0211                          STATION DESCRIPTION
 KV0211
 KV0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0211'AT CARTERET.
 KV0211'AT CARTERET, ALONG ROOSEVELT AVENUE, SET IN THE TOP OF THE EAST
 KV0211'END OF THE BOTTOM STEP OF THE FRONT MAIN (SOUTH ENTRANCE TO
 KV0211'NATHAN HALE SCHOOL, 3 INCHES WEST OF EAST PARAPET WALL AND
 KV0211'ABOUT 1 FOOT ABOVE LEVEL OF A WALK.
 KV0211
 KV0211                          STATION RECOVERY (1989)
 KV0211
 KV0211'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4942 ***********************************************************************
 KV4942  DESIGNATION -  IDEAL BEACH TANK
 KV4942  PID         -  KV4942
 KV4942  STATE/COUNTY-  NJ/MONMOUTH
 KV4942  USGS QUAD   -  SANDY HOOK (1981)
 KV4942
 KV4942                         *CURRENT SURVEY CONTROL
 KV4942  ___________________________________________________________________
 KV4942* NAD 83(1996)-  40 26 28.92730(N)    074 06 45.68151(W)     ADJUSTED  
 KV4942* NAVD 88     -                                                        
 KV4942  ___________________________________________________________________
 KV4942  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 KV4942  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV4942
 KV4942  HORZ ORDER  -  THIRD
 KV4942
 KV4942.The horizontal coordinates were established by classical geodetic methods
 KV4942.and adjusted by the National Geodetic Survey in September 1999..
 KV4942
 KV4942
 KV4942.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4942
 KV4942.The geoid height was determined by GEOID03.
 KV4942
 KV4942;                    North         East     Units Scale Factor Converg.
 KV4942;SPC NJ       -   178,590.629   182,856.781   MT  0.99991328   +0 15 04.5
 KV4942;SPC NJ       -   585,926.09    599,922.62   sFT  0.99991328   +0 15 04.5
 KV4942;UTM  18      - 4,477,124.688   575,251.157   MT  0.99966970   +0 34 32.2
 KV4942
 KV4942                          SUPERSEDED SURVEY CONTROL
 KV4942
 KV4942  NAD 83(1996)-  40 26 28.92727(N)    074 06 45.68027(W) AD(       ) 4
 KV4942  NAD 83(1986)-  40 26 28.92776(N)    074 06 45.67996(W) AD(       ) 4
 KV4942  NAD 27      -  40 26 28.54200(N)    074 06 47.18000(W) AD(       ) 3
 KV4942
 KV4942.Superseded values are not recommended for survey control.
 KV4942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4942.See file dsdata.txt to determine how the superseded data were derived.
 KV4942
 KV4942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7525177125(NAD 83)
 KV4942_MARKER: 51 = TANK
 KV4942
 KV4942  HISTORY     - Date     Condition        Report By
 KV4942  HISTORY     - 1926     FIRST OBSERVED   CGS
 KV4942  HISTORY     - 1930     GOOD             CGS
 KV4942
 KV4942                          STATION DESCRIPTION
 KV4942
 KV4942'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (RFS)
 KV4942'ISOLATED LOW WOODEN WATER TANK LYING ABOUT 1/2 MILE E OF
 KV4942'KEANSBURG.  THE TANK IS IN A DILAPIDATED CONDITION.
 KV4942
 KV4942                          STATION RECOVERY (1930)
 KV4942
 KV4942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4942'RECOVERED, IN POOR CONDITION, AS ORIGINALLY DESCRIBED, RENAMED
 KV4942'OLD TANK (KEANSBURG).
 KV4942'
 KV4942'A LOW WOODEN WATER TANK ON PARK AVENUE AT THE FOOT OF
 KV4942'SHADYSIDE AVENUE.  IT IS AN ORDINARY TYPE, BLACK, WOOD TANK,
 KV4942'SURMOUNTING A SPIDER SUPPORTING STRUCTURE (IRON).  THE TANK IS
 KV4942'UNUSED AND IN A DILAPIDATED CONDITION.
 KV4942'
 KV4942'THE STATION IS THE BASE OF A POLE CENTERED OVER THE TANK,
 KV4942'APPROXIMATELY 60 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5207 ***********************************************************************
 AI5207  DESIGNATION -  IMPERIAL
 AI5207  PID         -  AI5207
 AI5207  STATE/COUNTY-  NJ/MONMOUTH
 AI5207  USGS QUAD   -  LONG BRANCH (1981)
 AI5207
 AI5207                         *CURRENT SURVEY CONTROL
 AI5207  ___________________________________________________________________
 AI5207* NAD 83(1996)-  40 16 41.20244(N)    073 59 01.84710(W)     ADJUSTED  
 AI5207* NAVD 88     -        56.1    (meters)     184.     (feet)  VERTCON   
 AI5207  ___________________________________________________________________
 AI5207  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 AI5207  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 AI5207
 AI5207  HORZ ORDER  -  THIRD
 AI5207
 AI5207.The horizontal coordinates were established by classical geodetic methods
 AI5207.and adjusted by the National Geodetic Survey in May 2000..
 AI5207
 AI5207.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI5207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI5207
 AI5207.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5207
 AI5207.The geoid height was determined by GEOID03.
 AI5207
 AI5207;                    North         East     Units Scale Factor Converg.
 AI5207;SPC NJ       -   160,519.922   193,892.719   MT  0.99992371   +0 20 01.3
 AI5207;SPC NJ       -   526,639.11    636,129.70   sFT  0.99992371   +0 20 01.3
 AI5207;UTM  18      - 4,459,120.923   586,386.402   MT  0.99969186   +0 39 25.1
 AI5207
 AI5207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5207!SPC NJ       -   0.99999634  x   0.99992371  =   0.99992005
 AI5207!UTM  18      -   0.99999634  x   0.99969186  =   0.99968820
 AI5207
 AI5207                          SUPERSEDED SURVEY CONTROL
 AI5207
 AI5207  NGVD 29 (05/18/00)   56.4    (m)          185.     (f) VERT ANG       
 AI5207
 AI5207.Superseded values are not recommended for survey control.
 AI5207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5207.See file dsdata.txt to determine how the superseded data were derived.
 AI5207
 AI5207_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8638659121(NAD 83)
 AI5207_MARKER: DD = SURVEY DISK
 AI5207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5207+STABILITY: SURFACE MOTION
 AI5207
 AI5207  HISTORY     - Date     Condition        Report By
 AI5207  HISTORY     - 1988     MONUMENTED       NOSAMC
 AI5207
 AI5207                          STATION DESCRIPTION
 AI5207
 AI5207'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5207'THE STATION IS LOCATED NE OF LAKE TAKANASSEE IN THE IMPERIAL
 AI5207'CONDOMINIUMS, IN DEAL, N.J. IT IS JUST SOUTH OF THE INTERSECTION OF
 AI5207'CEDAR AVENUE AND OCEAN AVENUE, AND ACROSS FROM THE ST. MICHAELS
 AI5207'CHURCH.  IT IS ON THE ROOF AT THE NE CORNER OF THE BUILDING. THE
 AI5207'STATION IS A STANDARD NOS BRONZE DISK STAMPED---IMPERIAL 1988---.
 AI5207'EPOXIED TO THE TAR SURFACE OF THE ROOF. IT IS-- 0.957 M (3.140 FT.)
 AI5207'SOUTH OF THE NORTH WALL. 0.777 M (2.549 FT.) WEST OF THE EAST WALL.
 AI5207'0.447 M (1.467 FT.) SOUTH OF THE CONDUIT (GROUNDING) FOR THE
 AI5207'LIGHTENING RODS. CONTACT--HILLARY BOWEN MANAGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0811 ***********************************************************************
 KV0811  DESIGNATION -  IN
 KV0811  PID         -  KV0811
 KV0811  STATE/COUNTY-  NJ/MONMOUTH
 KV0811  USGS QUAD   -  ASBURY PARK (1989)
 KV0811
 KV0811                         *CURRENT SURVEY CONTROL
 KV0811  ___________________________________________________________________
 KV0811* NAD 83(1996)-  40 11 11.28724(N)    074 01 31.14601(W)     ADJUSTED  
 KV0811* NAVD 88     -         4.855  (meters)      15.93   (feet)  ADJUSTED  
 KV0811  ___________________________________________________________________
 KV0811  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 KV0811  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV0811  DYNAMIC HT  -           4.853 (meters)      15.92  (feet)  COMP
 KV0811  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 KV0811
 KV0811  HORZ ORDER  -  THIRD
 KV0811  VERT ORDER  -  FIRST     CLASS II
 KV0811
 KV0811.The horizontal coordinates were established by classical geodetic methods
 KV0811.and adjusted by the National Geodetic Survey in September 1999..
 KV0811
 KV0811.The orthometric height was determined by differential leveling
 KV0811.and adjusted by the National Geodetic Survey in June 1991..
 KV0811.WARNING-Repeat measurements at this control monument indicate possible
 KV0811.vertical movement.
 KV0811
 KV0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0811
 KV0811.The geoid height was determined by GEOID03.
 KV0811
 KV0811.The dynamic height is computed by dividing the NAVD 88
 KV0811.geopotential number by the normal gravity value computed on the
 KV0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0811.degrees latitude (g = 980.6199 gals.).
 KV0811
 KV0811.The modeled gravity was interpolated from observed gravity values.
 KV0811
 KV0811;                    North         East     Units Scale Factor Converg.
 KV0811;SPC NJ       -   150,325.198   190,420.460   MT  0.99992011   +0 18 22.7
 KV0811;SPC NJ       -   493,191.92    624,737.79   sFT  0.99992011   +0 18 22.7
 KV0811;UTM  18      - 4,448,909.173   582,972.463   MT  0.99968475   +0 37 44.3
 KV0811
 KV0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0811!SPC NJ       -   1.00000439  x   0.99992011  =   0.99992450
 KV0811!UTM  18      -   1.00000439  x   0.99968475  =   0.99968914
 KV0811
 KV0811:                Primary Azimuth Mark                     Grid Az
 KV0811:SPC NJ       -  AVON WATER TANK                          017 59 25.3
 KV0811:UTM  18      -  AVON WATER TANK                          017 40 03.7
 KV0811
 KV0811|---------------------------------------------------------------------|
 KV0811| PID    Reference Object                     Distance      Geod. Az  |
 KV0811|                                                           dddmmss.s |
 KV0811| KV5145 AVON WATER TANK                     APPROX. 0.9 KM 0181748.0 |
 KV0811| KV5178 WEST                                APPROX. 2.2 KM 2542510.3 |
 KV0811| KV5148 HOTEL                               APPROX. 1.3 KM 2725616.0 |
 KV0811|---------------------------------------------------------------------|
 KV0811
 KV0811                          SUPERSEDED SURVEY CONTROL
 KV0811
 KV0811  NAD 83(1986)-  40 11 11.28565(N)    074 01 31.14001(W) AD(       ) 3
 KV0811  NAD 27      -  40 11 10.87700(N)    074 01 32.64000(W) AD(       ) 3
 KV0811  NGVD 29 (04/16/92)    5.185  (m)           17.01   (f) ADJUSTED    1 2
 KV0811
 KV0811.Superseded values are not recommended for survey control.
 KV0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0811.See file dsdata.txt to determine how the superseded data were derived.
 KV0811
 KV0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8297248909(NAD 83)
 KV0811_MARKER: DS = TRIANGULATION STATION DISK
 KV0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0811_SP_SET: CONCRETE POST
 KV0811_STAMPING: IN 1933
 KV0811_MARK LOGO: CGS   
 KV0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0811+STABILITY: SURFACE MOTION
 KV0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0811+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1989
 KV0811
 KV0811  HISTORY     - Date     Condition        Report By
 KV0811  HISTORY     - 1933     MONUMENTED       CGS
 KV0811  HISTORY     - 1935     GOOD             NJGS
 KV0811  HISTORY     - 1961     GOOD             CGS
 KV0811  HISTORY     - 1962     GOOD             CGS
 KV0811  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0811  HISTORY     - 1973     GOOD             NJGS
 KV0811  HISTORY     - 19890509 GOOD             NJGS
 KV0811
 KV0811                          STATION DESCRIPTION
 KV0811
 KV0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (PCD)
 KV0811'STATION IN IS LOCATED ON THE W SIDE OF THE CENTRAL OF NEW JERSEY
 KV0811'RAILROAD RIGHT-OF-WAY, 1-1/2 FEET E OF THE WIRE AND POLE FENCE
 KV0811'ON THE E SIDE OF STATE HIGHWAY 35 AND 37.8 FEET S OF THE S END
 KV0811'OF HIGHWAY BRIDGE (STATE N.J. 1927) OVER THE N ARM OF SHARK
 KV0811'RIVER.  MARK IS STANDARD DISK STAMPED IN 1933 SET IN TOP OF 6
 KV0811'INCH DIAMETER TILE WITH TOP 1 INCH ABOVE SURFACE OF THE GROUND.
 KV0811'
 KV0811'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 KV0811'
 KV0811'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 KV0811'
 KV0811'REFERENCE MARK NO.1 IS STANDARD DISK STAMPED IN NO.1 1933 SET
 KV0811'IN TOP OF CONCRETE POST 11 INCHES SQUARE ON TOP AND FLUSH WITH
 KV0811'THE SURFACE OF THE GROUND, 55 FEET S OF STATION AND 2 FEET
 KV0811'INSIDE ABOVE MENTIONED FENCE.
 KV0811'
 KV0811'REFERENCE MARK NO.2 IS STANDARD DISK SET IN THE CONCRETE SIDEWALK
 KV0811'ON THE W SIDE OF THE ABOVE MENTIONED BRIDGE, 26.3 METERS NW OF THE
 KV0811'MARK.  0.57 FEET E OF RAIL.  33 FEET N OF S END OF BRIDGE.
 KV0811'
 KV0811'A CONCRETE POST SIMILAR TO REFERENCE MARK NO.1, BUT PARTIALLY
 KV0811'DESTROYED AND WITHOUT A DISK IS 4-1/2 FEET S OF THE STATION MARK.
 KV0811'
 KV0811'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 KV0811
 KV0811                          STATION RECOVERY (1935)
 KV0811
 KV0811'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1935
 KV0811'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KV0811'
 KV0811'STATION IS 1 FOOT BELOW SURFACE OF GROUND AND 4 FEET E OF E CURB.
 KV0811
 KV0811                          STATION RECOVERY (1961)
 KV0811
 KV0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KV0811'AT AVON.
 KV0811'0.4 MILE SOUTH ALONG THE NEW YORK AND LONG BRANCH RAILROAD FROM
 KV0811'THE STATION AT AVON, WEST OF THE TRACKS AND EAST OF STATE HIGHWAY
 KV0811'35 AT THE SOUTH END OF BRIDGES OVER THE NORTH ARM OF SHARK RIVER,
 KV0811'35 FEET SOUTH OF THE SOUTH END OF THE HIGHWAY BRIDGE 1.5 FEET EAST
 KV0811'OF THE GUARD FENCE.  SET IN THE TOP OF A 6 INCH TILE FILLED WITH
 KV0811'CONCRETE ABOUT ONE FOOT BELOW THE SURFACE OF THE GROUND.
 KV0811
 KV0811                          STATION RECOVERY (1962)
 KV0811
 KV0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV0811'STATION AND BOTH REFERENCE MARKS ARE AS DESCRIBED EXCEPT THAT THE
 KV0811'STATION MARK AND REFERENCE MARK 1 ARE NOW BOTH 2 FEET BELOW THE
 KV0811'SURFACE.
 KV0811
 KV0811                          STATION RECOVERY (1964)
 KV0811
 KV0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0811'MARK NOT FOUND.
 KV0811
 KV0811                          STATION RECOVERY (1973)
 KV0811
 KV0811'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1973 (CMC)
 KV0811'IN-1933 GOOD
 KV0811'
 KV0811'IN-1933 R.M. 2 GOOD
 KV0811'
 KV0811'IN-1933 R.M. 1 NOT FOUND
 KV0811'
 KV0811'WIRE AND POLE FENCE HAS BEEN REMOVED
 KV0811
 KV0811                          STATION RECOVERY (1989)
 KV0811
 KV0811'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV0811'THE STATION IS IN NEPTUNE CITY, ON SHARK ISLAND, SOUTH OF THE
 KV0811'SOUTHEAST CORNER OF THE STATE ROUTE 35 NORTH BRIDGE TO THE ISLAND.
 KV0811'THE STATION IS 10.7 M (35.1 FT) SOUTH FROM THE SOUTHEAST END OF THE
 KV0811'BRIDGE AND 0.46 M (1.51 FT) EAST FROM A METAL GUIDE RAIL.  THE
 KV0811'STATION IS 0.76 M (2.49 FT) BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0810 ***********************************************************************
 KV0810  DESIGNATION -  IN RM 1
 KV0810  PID         -  KV0810
 KV0810  STATE/COUNTY-  NJ/MONMOUTH
 KV0810  USGS QUAD   -  ASBURY PARK (1989)
 KV0810
 KV0810                         *CURRENT SURVEY CONTROL
 KV0810  ___________________________________________________________________
 KV0810* NAD 83(1986)-  40 11 10.     (N)    074 01 30.     (W)     SCALED    
 KV0810* NAVD 88     -         4.910  (meters)      16.11   (feet)  ADJUSTED  
 KV0810  ___________________________________________________________________
 KV0810  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV0810  DYNAMIC HT  -           4.908 (meters)      16.10  (feet)  COMP
 KV0810  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 KV0810
 KV0810  VERT ORDER  -  SECOND    CLASS 0
 KV0810
 KV0810.The horizontal coordinates were scaled from a topographic map and have
 KV0810.an estimated accuracy of +/- 6 seconds.
 KV0810
 KV0810.The orthometric height was determined by differential leveling
 KV0810.and adjusted by the National Geodetic Survey in June 1991..
 KV0810
 KV0810.The geoid height was determined by GEOID03.
 KV0810
 KV0810.The dynamic height is computed by dividing the NAVD 88
 KV0810.geopotential number by the normal gravity value computed on the
 KV0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0810.degrees latitude (g = 980.6199 gals.).
 KV0810
 KV0810.The modeled gravity was interpolated from observed gravity values.
 KV0810
 KV0810;                    North         East    Units  Estimated Accuracy
 KV0810;SPC NJ       -   150,290.      190,450.      MT  (+/- 180 meters Scaled)
 KV0810
 KV0810                          SUPERSEDED SURVEY CONTROL
 KV0810
 KV0810  NGVD 29 (04/16/92)    5.237  (m)           17.18   (f) ADJUSTED    2 0
 KV0810
 KV0810.Superseded values are not recommended for survey control.
 KV0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0810.See file dsdata.txt to determine how the superseded data were derived.
 KV0810
 KV0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK830488(NAD 83)
 KV0810_MARKER: DR = REFERENCE MARK DISK
 KV0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0810_STAMPING: IN NO 1 1933
 KV0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0810+STABILITY: SURFACE MOTION
 KV0810
 KV0810  HISTORY     - Date     Condition        Report By
 KV0810  HISTORY     - 1933     MONUMENTED       CGS
 KV0810  HISTORY     - 1961     GOOD             CGS
 KV0810  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0810  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV0810  HISTORY     - 19920822 MARK NOT FOUND   USPSQD
 KV0810
 KV0810                          STATION DESCRIPTION
 KV0810
 KV0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0810'AT AVON.
 KV0810'0.4 MILE SOUTH ALONG NEW YORK AND LONG BRANCH RAILROAD FROM THE
 KV0810'STATION AT AVON, WEST OF THE TRACKS AND EAST OF STATE HIGHWAY
 KV0810'35 AT THE SOUTH END OF BRIDGES OVER THE NORTH ARM OF SHARK
 KV0810'RIVER, 90 FEET SOUTH OF THE SOUTH END OF THE HIGHWAY BRIDGE AND 2
 KV0810'FEET EAST OF THE HIGHWAY GUARD FENCE.  SET IN THE TOP OF A SQUARE
 KV0810'TOPPED CONCRETE POST 16 INCHES BELOW THE SURFACE OF THE GROUND.
 KV0810
 KV0810                          STATION RECOVERY (1964)
 KV0810
 KV0810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0810'MARK NOT FOUND.
 KV0810
 KV0810                          STATION RECOVERY (1984)
 KV0810
 KV0810'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0810'MARK NOT FOUND.
 KV0810
 KV0810                          STATION RECOVERY (1992)
 KV0810
 KV0810'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0812 ***********************************************************************
 KV0812  DESIGNATION -  IN RM 2
 KV0812  PID         -  KV0812
 KV0812  STATE/COUNTY-  NJ/MONMOUTH
 KV0812  USGS QUAD   -  ASBURY PARK (1989)
 KV0812
 KV0812                         *CURRENT SURVEY CONTROL
 KV0812  ___________________________________________________________________
 KV0812* NAD 83(1986)-  40 11 10.     (N)    074 01 30.     (W)     SCALED    
 KV0812* NAVD 88     -         5.716  (meters)      18.75   (feet)  ADJUSTED  
 KV0812  ___________________________________________________________________
 KV0812  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV0812  DYNAMIC HT  -           5.713 (meters)      18.74  (feet)  COMP
 KV0812  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 KV0812
 KV0812  VERT ORDER  -  FIRST     CLASS II
 KV0812
 KV0812.The horizontal coordinates were scaled from a topographic map and have
 KV0812.an estimated accuracy of +/- 6 seconds.
 KV0812
 KV0812.The orthometric height was determined by differential leveling
 KV0812.and adjusted by the National Geodetic Survey in June 1991..
 KV0812.WARNING-Repeat measurements at this control monument indicate possible
 KV0812.vertical movement.
 KV0812
 KV0812.The geoid height was determined by GEOID03.
 KV0812
 KV0812.The dynamic height is computed by dividing the NAVD 88
 KV0812.geopotential number by the normal gravity value computed on the
 KV0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0812.degrees latitude (g = 980.6199 gals.).
 KV0812
 KV0812.The modeled gravity was interpolated from observed gravity values.
 KV0812
 KV0812;                    North         East    Units  Estimated Accuracy
 KV0812;SPC NJ       -   150,290.      190,450.      MT  (+/- 180 meters Scaled)
 KV0812
 KV0812                          SUPERSEDED SURVEY CONTROL
 KV0812
 KV0812  NGVD 29 (04/16/92)    6.045  (m)           19.83   (f) ADJUSTED    1 2
 KV0812
 KV0812.Superseded values are not recommended for survey control.
 KV0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0812.See file dsdata.txt to determine how the superseded data were derived.
 KV0812
 KV0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK830488(NAD 83)
 KV0812_MARKER: DR = REFERENCE MARK DISK
 KV0812_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0812_SP_SET: BRIDGE SIDEWALK
 KV0812_STAMPING: IN NO 2 1933
 KV0812_MARK LOGO: CGS   
 KV0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0812+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1989
 KV0812
 KV0812  HISTORY     - Date     Condition        Report By
 KV0812  HISTORY     - 1933     MONUMENTED       CGS
 KV0812  HISTORY     - 1961     GOOD             CGS
 KV0812  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0812  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV0812  HISTORY     - 19890509 GOOD             NJGS
 KV0812
 KV0812                          STATION DESCRIPTION
 KV0812
 KV0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0812'AT AVON.
 KV0812'0.4 MILE SOUTH ALONG NEW YORK AND LONG BRANCH RAILROAD FROM THE
 KV0812'STATION AT AVON, WEST OF THE TRACKS IN THE SIDEWALK AT THE SOUTH
 KV0812'END OF THE WEST SIDE OF STATE HIGHWAY 35 BRIDGE OVER THE NORTH
 KV0812'ARM OF SHARK RIVER, 86 FEET NORTHWEST OF BENCH MARK 2 (STATION INN
 KV0812'1933), 33 FEET NORTH OF THE SOUTH END OF THE BRIDGE AND 0.5
 KV0812'FOOT EAST OF THE GUARD RAIL.  SET IN A DRILL HOLE.
 KV0812
 KV0812                          STATION RECOVERY (1964)
 KV0812
 KV0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0812'MARK NOT FOUND.
 KV0812
 KV0812                          STATION RECOVERY (1984)
 KV0812
 KV0812'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0812'MARK NOT FOUND.
 KV0812
 KV0812                          STATION RECOVERY (1989)
 KV0812
 KV0812'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV0812'THE STATION IS IN THE CITY OF NEPTUNE, LOCATED IN THE SIDEWALK AT THE
 KV0812'SOUTH END OF THE WEST SIDE OF STATE ROUTE 35 BRIDGE OVER THE NORTH
 KV0812'ARM OF SHARK RIVER.  THE STATION IS 10.06 M (33.01 FT) NORTH OF THE
 KV0812'SOUTH END OF THE BRIDGE AND 0.17 M (0.56 FT) EAST OF THE CONCRETE
 KV0812'BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2663 ***********************************************************************
 JU2663  DESIGNATION -  INDIAN
 JU2663  PID         -  JU2663
 JU2663  STATE/COUNTY-  NJ/OCEAN
 JU2663  USGS QUAD   -  TOMS RIVER (1989)
 JU2663
 JU2663                         *CURRENT SURVEY CONTROL
 JU2663  ___________________________________________________________________
 JU2663* NAD 83(1996)-  39 59 39.74900(N)    074 10 22.56976(W)     ADJUSTED  
 JU2663* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 JU2663  ___________________________________________________________________
 JU2663  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 JU2663  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU2663
 JU2663  HORZ ORDER  -  FIRST
 JU2663
 JU2663.The horizontal coordinates were established by classical geodetic methods
 JU2663.and adjusted by the National Geodetic Survey in September 1999..
 JU2663
 JU2663.The orthometric height was scaled from a topographic map.
 JU2663
 JU2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2663
 JU2663.The geoid height was determined by GEOID03.
 JU2663
 JU2663;                    North         East     Units Scale Factor Converg.
 JU2663;SPC NJ       -   128,941.103   177,928.778   MT  0.99990960   +0 12 36.8
 JU2663;SPC NJ       -   423,034.27    583,754.67   sFT  0.99990960   +0 12 36.8
 JU2663;UTM  18      - 4,427,460.397   570,604.155   MT  0.99966137   +0 31 53.7
 JU2663
 JU2663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2663!SPC NJ       -   1.00000115  x   0.99990960  =   0.99991075
 JU2663!UTM  18      -   1.00000115  x   0.99966137  =   0.99966252
 JU2663
 JU2663|---------------------------------------------------------------------|
 JU2663| PID    Reference Object                     Distance      Geod. Az  |
 JU2663|                                                           dddmmss.s |
 JU2663| CB2099 INDIAN RM 1                          22.875 METERS 03831     |
 JU2663| CB2101 INDIAN RM 3 AZIMUTH                                0404933.9 |
 JU2663| KV5270 BAY HEAD WATER TANK                 APPROX.13.7 KM 0525210.4 |
 JU2663| JU2587 LAVALLETTE STANDPIPE                APPROX. 9.1 KM 1080750.1 |
 JU2663| JU2600 SEASIDE HEIGHTS STANDPIPE           APPROX. 9.9 KM 1244107.1 |
 JU2663| JU2617 ISLAND BEACH CG LOOKOUT SPIRE       APPROX.13.4 KM 1443535.0 |
 JU2663| JU2658 ISLAND HEIGHTS STANDPIPE            APPROX. 6.1 KM 1582713.6 |
 JU2663| CB2100 INDIAN RM 2                          23.287 METERS 16452     |
 JU2663| JU2664 INDIAN 2 RESET                       92.778 METERS 19520     |
 JU2663| JU2661 TOMS RIVER STANDPIPE                APPROX. 4.9 KM 2030704.9 |
 JU2663| CB2104 INDIAN 2 AZ MK                                     2063548.0 |
 JU2663| CB2102 INDIAN RM 4                          15.362 METERS 26516     |
 JU2663| KV5301 LAKEHURST BN ROOF DIRIG HANGAR      APPROX.12.7 KM 2872208.8 |
 JU2663| KV5303 LAKEHURST USN AIR STA HIGH TK       APPROX.13.1 KM 2892428.1 |
 JU2663| CB2103 INDIAN RM 5                          13.609 METERS 33637     |
 JU2663|---------------------------------------------------------------------|
 JU2663
 JU2663                          SUPERSEDED SURVEY CONTROL
 JU2663
 JU2663  NAD 83(1986)-  39 59 39.74234(N)    074 10 22.56580(W) AD(       ) 1
 JU2663  NAD 27      -  39 59 39.32300(N)    074 10 24.05900(W) AD(       ) 1
 JU2663
 JU2663.Superseded values are not recommended for survey control.
 JU2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2663.See file dsdata.txt to determine how the superseded data were derived.
 JU2663
 JU2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7060427460(NAD 83)
 JU2663_MARKER: DS = TRIANGULATION STATION DISK
 JU2663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2663
 JU2663  HISTORY     - Date     Condition        Report By
 JU2663  HISTORY     - 1932     MONUMENTED       CGS
 JU2663  HISTORY     - 1951     GOOD             CGS
 JU2663  HISTORY     - 1953     GOOD             CGS
 JU2663  HISTORY     - 1955     GOOD             CGS
 JU2663  HISTORY     - 19960802 MARK NOT FOUND   USPSQD
 JU2663
 JU2663                          STATION DESCRIPTION
 JU2663
 JU2663'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2663'STATION IS LOCATED ON INDIAN HILL AT THE NE CORNER OF WHAT IS
 JU2663'LOCALLY KNOWN AS THE INDIAN HILL FARM, OWNED BY MRS. ANNIE NEW.
 JU2663'
 JU2663'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2663'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU2663'
 JU2663'REFERENCE MARK NO.1 IS 75.05 FEET NNE OF STATION, AND 24 FEET
 JU2663'W OF THE CENTER LINE OF THE PAVEMENT.  REFERENCE MARK NO.2 IS
 JU2663'76.4 FEET S OF STATION, AND 23 FEET E OF THE CENTER LINE OF THE
 JU2663'PAVEMENT.  REFERENCE MARK NO.3 IS APPROXIMATELY 0.25 MILE NE OF
 JU2663'STATION, ABOUT 10 METERS N OF THE CENTER LINE OF THE PAVEMENT.
 JU2663'
 JU2663'TO REACH FROM TOMS RIVER, TAKE HOOPER AVENUE TO THE N (SIGNS
 JU2663'READ LAURELTON 10 MILES).  GO N FOR ABOUT 3 MILES TO THE
 JU2663'STATION.  STATION IS LOCATED 33 FEET W OF THE CENTER LINE OF
 JU2663'THE PAVEMENT.
 JU2663'
 JU2663'HEIGHT OF SIGNAL ABOVE STATION MARK - 24 METERS.
 JU2663
 JU2663                          STATION RECOVERY (1951)
 JU2663
 JU2663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2663'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 JU2663'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 JU2663'MEASURED WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE
 JU2663'PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT WITH THE
 JU2663'FOLLOWING ADDITIONS--
 JU2663'
 JU2663'A 4- BY 4-INCH WITNESS POST WAS SET 3.0 FEET S OF THE STATION MARK.
 JU2663'
 JU2663'R.M. 3 IS 74.3 FEET N OF J.C.P. AND L. POLE NO. DV-147, 59.4
 JU2663'FEET S OF J.C.P. AND L. POLE NO. DV-148, AND 27.8 FEET NW OF THE
 JU2663'CENTER LINE OF THE ROAD.
 JU2663
 JU2663                          STATION RECOVERY (1953)
 JU2663
 JU2663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JB)
 JU2663'STATION AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD
 JU2663'CONDITION AS DESCRIBED.  REFERENCE MARKS 1 AND 2 WERE REMOVED
 JU2663'DUE TO NEW HIGHWAY CONSTRUCTION, AND REFERENCE MARKS 4 AND 5
 JU2663'WERE ESTABLISHED.
 JU2663'
 JU2663'REFERENCE MARK 4 IS 50.40 FT. SW OF THE STATION, IN A GROVE
 JU2663'OF TREES, AND 82 FT. W OF THE CENTERLINE OF HOOPER AVENUE.  IT
 JU2663'IS STAMPED INDIAN NO 4 1932 AND PROJECTS 8 IN. ABOVE GROUND.
 JU2663'
 JU2663'REFERENCE MARK 5 IS 44.65 FT. NW OF THE STATION, IN A GROVE
 JU2663'OF TREES, AND 66 FT. W OF THE CENTERLINE OF HOOPER AVENUE.  IT
 JU2663'IS STAMPED INDIAN NO 5 1932 AND PROJECTS 8 IN. ABOVE GROUND.
 JU2663
 JU2663                          STATION RECOVERY (1955)
 JU2663
 JU2663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JHB)
 JU2663'STATION MARK AND REFERENCE MARKS 1, 2 AND 3 RECOVERED IN GOOD
 JU2663'CONDITION AS DESCRIBED.  DUE TO NEW HIGHWAY CONSTRUCTION, ALL
 JU2663'MARKS WERE REMOVED.  SEE DESCRIPTION FOR STATION INDIAN 2.
 JU2663
 JU2663                          STATION RECOVERY (1996)
 JU2663
 JU2663'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4095 ***********************************************************************
 JU4095  DESIGNATION -  INDIAN 2 AZ MK 2
 JU4095  PID         -  JU4095
 JU4095  STATE/COUNTY-  NJ/OCEAN
 JU4095  USGS QUAD   -  TOMS RIVER (1989)
 JU4095
 JU4095                         *CURRENT SURVEY CONTROL
 JU4095  ___________________________________________________________________
 JU4095* NAD 83(1996)-  39 59 24.05004(N)    074 10 33.23932(W)     ADJUSTED  
 JU4095* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 JU4095  ___________________________________________________________________
 JU4095  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 JU4095  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU4095
 JU4095  HORZ ORDER  -  THIRD
 JU4095
 JU4095.The horizontal coordinates were established by classical geodetic methods
 JU4095.and adjusted by the National Geodetic Survey in September 1999..
 JU4095.No horizontal observational check was made to the station.
 JU4095
 JU4095.The orthometric height was scaled from a topographic map.
 JU4095
 JU4095.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4095
 JU4095.The geoid height was determined by GEOID03.
 JU4095
 JU4095;                    North         East     Units Scale Factor Converg.
 JU4095;SPC NJ       -   128,456.024   177,677.454   MT  0.99990943   +0 12 29.8
 JU4095;SPC NJ       -   421,442.81    582,930.11   sFT  0.99990943   +0 12 29.8
 JU4095;UTM  18      - 4,426,974.037   570,355.618   MT  0.99966094   +0 31 46.7
 JU4095
 JU4095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4095!SPC NJ       -   1.00000173  x   0.99990943  =   0.99991116
 JU4095!UTM  18      -   1.00000173  x   0.99966094  =   0.99966267
 JU4095
 JU4095                          SUPERSEDED SURVEY CONTROL
 JU4095
 JU4095  NAD 83(1986)-  39 59 24.04318(N)    074 10 33.23573(W) AD(       ) 3
 JU4095
 JU4095.Superseded values are not recommended for survey control.
 JU4095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4095.See file dsdata.txt to determine how the superseded data were derived.
 JU4095
 JU4095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7035626974(NAD 83)
 JU4095_MARKER: DZ = AZIMUTH MARK DISK
 JU4095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU4095_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4095+STABILITY: SURFACE MOTION
 JU4095
 JU4095  HISTORY     - Date     Condition        Report By
 JU4095  HISTORY     - 1985     MONUMENTED       NGS
 JU4095  HISTORY     - 19960802 MARK NOT FOUND   USPSQD
 JU4095
 JU4095                          STATION DESCRIPTION
 JU4095
 JU4095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 JU4095'THE STATION IS LOCATED ABOUT 11.75 KM (7.0 MI)
 JU4095'EAST-SOUTHEAST OF LAKEHURST,
 JU4095'3.5 KM (2.25 MI) NORTHEAST OF TOMS RIVER AND
 JU4095'1 KM (0.6 MI) NORTHWEST OF CEDAR GROVE.
 JU4095'OWNERSHIP--HIGHWAY RIGHT OF WAY
 JU4095'
 JU4095'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS 549 AND 571
 JU4095'JUST NORTH OF OF TOMS RIVER AND AT THE OCEAN COUNTY MALL, GO NORTH
 JU4095'ON ROUTE 549, HOOPER AVENUE,  FOR 1.45 KM (0.9 MI) TO THE STATION
 JU4095'ON THE RIGHT.
 JU4095'
 JU4095'THE STATION IS A STANDARD NGS DISK
 JU4095'STAMPED---INDIAN 2 1935 NO 2 1984---,
 JU4095'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU4095'30 CM IN DIAMETER RECESSED 8 CM BELOW GROUND.  LOCATED
 JU4095'28.4 METERS (93.2 FT) NORTH FROM A POWER POLE BT 349DV,
 JU4095'20.5 METERS (67.4 FT) SOUTHWEST FROM A POWER POLE BT 348DV,
 JU4095'9.1 METERS (30.0 FT) SOUTHEAST FROM THE CENTER OF THE NORTH BOUND
 JU4095'LANE OF HOOPER AVENUE,
 JU4095'2.6 METERS (8.6 FT) SOUTHEAST FROM THE CURB ON THE WEST SIDE OF
 JU4095'HOOPER AVENUE,
 JU4095'1.8 METERS (5.9 FT) NORTHWEST FROM A CARSONITE WITNESS POST.
 JU4095'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 JU4095'STAMPED---INDIAN 2 1955 NO 2 1984---,
 JU4095'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 JU4095'
 JU4095'DESCRIBED BY RALPH G POUST.
 JU4095
 JU4095                          STATION RECOVERY (1996)
 JU4095
 JU4095'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU4095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2664 ***********************************************************************
 JU2664  DESIGNATION -  INDIAN 2 RESET
 JU2664  PID         -  JU2664
 JU2664  STATE/COUNTY-  NJ/OCEAN
 JU2664  USGS QUAD   -  TOMS RIVER (1989)
 JU2664
 JU2664                         *CURRENT SURVEY CONTROL
 JU2664  ___________________________________________________________________
 JU2664* NAD 83(1996)-  39 59 36.84794(N)    074 10 23.60372(W)     ADJUSTED  
 JU2664* NAVD 88     -        26.1    (meters)      86.     (feet)  GPS OBS   
 JU2664  ___________________________________________________________________
 JU2664  X           -   1,334,511.398 (meters)                     COMP
 JU2664  Y           -  -4,707,664.665 (meters)                     COMP
 JU2664  Z           -   4,077,434.090 (meters)                     COMP
 JU2664  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 JU2664  ELLIP HEIGHT-          -6.91  (meters)          (10/23/02) GPS OBS
 JU2664  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU2664
 JU2664  HORZ ORDER  -  FIRST
 JU2664  ELLP ORDER  -  FOURTH    CLASS I
 JU2664
 JU2664.The horizontal coordinates were established by GPS observations
 JU2664.and adjusted by the National Geodetic Survey in May 1999..
 JU2664
 JU2664.The orthometric height was determined by GPS observations and a
 JU2664.high-resolution geoid model.
 JU2664
 JU2664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2664
 JU2664.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2664
 JU2664.The ellipsoidal height was determined by GPS observations
 JU2664.and is referenced to NAD 83.
 JU2664
 JU2664.The geoid height was determined by GEOID03.
 JU2664
 JU2664;                    North         East     Units Scale Factor Converg.
 JU2664;SPC NJ       -   128,851.545   177,904.580   MT  0.99990958   +0 12 36.1
 JU2664;SPC NJ       -   422,740.44    583,675.28   sFT  0.99990958   +0 12 36.1
 JU2664;UTM  18      - 4,427,370.727   570,580.466   MT  0.99966133   +0 31 53.0
 JU2664
 JU2664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2664!SPC NJ       -   1.00000108  x   0.99990958  =   0.99991066
 JU2664!UTM  18      -   1.00000108  x   0.99966133  =   0.99966241
 JU2664
 JU2664|---------------------------------------------------------------------|
 JU2664| PID    Reference Object                     Distance      Geod. Az  |
 JU2664|                                                           dddmmss.s |
 JU2664| CB2105 INDIAN 2 RM 1                         9.187 METERS 00622     |
 JU2664| CS4371 INDIAN 2 RM 3                         7.157 METERS 01502     |
 JU2664| JU2663 INDIAN                               92.778 METERS 01520     |
 JU2664| CS4372 INDIAN 2 RM 4                         7.309 METERS 11000     |
 JU2664| CS4373 INDIAN 2 RM 5                        49.005 METERS 20912     |
 JU2664| JU4095 INDIAN 2 AZ MK 2                    456.136 METERS 2100435.1 |
 JU2664| CB2104 INDIAN 2 AZ MK                                     2101209.8 |
 JU2664| CB2106 INDIAN 2 RM 2                         9.760 METERS 23015     |
 JU2664|---------------------------------------------------------------------|
 JU2664
 JU2664                          SUPERSEDED SURVEY CONTROL
 JU2664
 JU2664  ELLIP H (05/14/99)   -6.92   (m)                       GP(       ) 4 1
 JU2664  NAD 83(1986)-  39 59 36.84727(N)    074 10 23.60672(W) AD(       ) 1
 JU2664  ELLIP H (03/31/93)   -6.80   (m)                       GP(       ) 3 2
 JU2664  NAD 83(1986)-  39 59 36.84129(N)    074 10 23.59975(W) AD(       ) 1
 JU2664  NAD 27      -  39 59 36.42200(N)    074 10 25.09300(W) AD(       ) 1
 JU2664
 JU2664.Superseded values are not recommended for survey control.
 JU2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2664.See file dsdata.txt to determine how the superseded data were derived.
 JU2664
 JU2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7058027371(NAD 83)
 JU2664_MARKER: DS = TRIANGULATION STATION DISK
 JU2664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2664_SP_SET: CONCRETE POST
 JU2664_STAMPING: INDIAN 2 1955
 JU2664_MARK LOGO: NGS   
 JU2664_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2664+STABILITY: SURFACE MOTION
 JU2664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2664+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1991
 JU2664
 JU2664  HISTORY     - Date     Condition        Report By
 JU2664  HISTORY     - 19850512 MONUMENTED       NGS
 JU2664  HISTORY     - 19850716 GOOD             USPSQD
 JU2664  HISTORY     - 19900828 GOOD
 JU2664  HISTORY     - 1991     GOOD             USPSQD
 JU2664  HISTORY     - 19910311 GOOD             NJGS
 JU2664  HISTORY     - 19910311 GOOD             NJGS
 JU2664
 JU2664                          STATION DESCRIPTION
 JU2664
 JU2664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 JU2664'THE STATION WAS RECOVERED AT THIS DATE.
 JU2664'THE ONLY MARK RECOVERED AT THE SITE WAS THE STATION UNDERGROUND
 JU2664'MARK.  THREE NEW REFERENCE MARKS WERE SET AND A NEW AZIMUTH MARK
 JU2664'WAS POSITIONED.
 JU2664'
 JU2664'THE STATION IS LOCATED ABOUT 11.25 KM (7.0 MI)
 JU2664'4 KM (2.5 MI) NORTHEAST OF TOMS RIVER AND
 JU2664'1.6 KM (1.0 MI) NORTH OF CEDAR GROVE.
 JU2664'OWNERSHIP--COUNTY RIGHT OF WAY.
 JU2664'
 JU2664'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS 549 AND 571,
 JU2664'HOOPER AVENUE AND BAY AVENUE, WHICH ID JUST NORTH OF TOMS RIVER AT
 JU2664'THE OCEAN COUNTY MALL, GO NORTH ON COUNTY ROAD 549, HOOPER AVENUE,
 JU2664'FOR 1.9 KM (1.2 MI) TO THE STATION ON THE RIGHT IN A TRAFFIC ISLAND.
 JU2664'
 JU2664'THE STATION IS A STANDARD NGS DISK
 JU2664'STAMPED---INDIAN 2 1955 1984---,
 JU2664'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU2664'25 CM IN DIAMETER RECESSED 8 CM BELOW GROUND.  LOCATED
 JU2664'11.9 METERS (39.1 FT) SOUTHEAST FROM THE MEDIAN STRIP FOR HOOPER
 JU2664'AVENUE,
 JU2664'9.3 METERS (30.5 FT) NORTHEAST FROM A POWER POLE 339 DV,
 JU2664'7.9 METERS (26.0 FT) SOUTHWEST FROM A WITNESS POST,
 JU2664'6.3 METERS (20.7 FT) WEST FROM THE WEST CURB OF INDIAN HILL ROAD AND
 JU2664'3.7 METERS (12.1 FT) NORTH FROM THE CONCRETE FOUNDATION
 JU2664'OF TRAFFIC LIGHT.
 JU2664'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 JU2664'STAMPED---INDIAN 2 1955 1985---,
 JU2664'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 JU2664'
 JU2664'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK
 JU2664'STAMPED---INDIAN 2 1955 NO 3 1984---,
 JU2664'SET INTO A DRILL HOLE IN A CONCRETE PAD FOR A MANHOLE
 JU2664'4.4 METERS (14.5 FT) SOUTH FROM A STREET SIGN, HOOPER AVENUE
 JU2664'INDIAN HILL ROAD,
 JU2664'3.1 METERS (10.3 FT) WEST FROM THE WEST CURB OF INDIAN HILL ROAD,
 JU2664'2.2 METERS (7.3 FT) SOUTHEAST FROM THE CURB OF HOOPER AVENUE.
 JU2664'1.7 METERS (5.7 FT) WEST FROM A WITNESS POST.
 JU2664'MARK IS LEVEL WITH THE STATION.
 JU2664'
 JU2664'REFERENCE MARK NO. 4 IS A STANDARD NGS DISK
 JU2664'STAMPED---INDIAN 2 1955 NO 4 1984---,
 JU2664'SET INTO A DRILL HOLE IN THE WEST CURB OF INDIAN HILL ROAD
 JU2664'14.3 METERS (46.8 FT) SOUTH FROM THE STREET SIGN,
 JU2664'10.1 METERS (33.2 FT) SOUTH FROM THE WITNESS POST,
 JU2664'7.2 METERS (23.5 FT) WEST FROM THE CENTER OF INDIAN HILL ROAD,
 JU2664'5.9 METERS (19.3 FT) EAST FROM THE SIGNAL LIGHT CONCRETE BASE.
 JU2664'MARK IS 0.3 METERS BELOW THE STATION.
 JU2664'
 JU2664'REFERENCE MARK NO. 5 IS A STANDARD NGS DISK
 JU2664'STAMPED---INDIAN 2 1955 NO 5 1984---,
 JU2664'SET INTO A DRILL HOLE IN THE CURB ALONG THE SOUTHWEST SIDE OF THE
 JU2664'TRAFFIC ISLAND,
 JU2664'56.9 METERS (186.7 FT) SOUTHWEST FROM THE WITNESS POST,
 JU2664'39.5 METERS (129.6 FT) SOUTHWEST FROM A POWER POLE 339DV,
 JU2664'7.9 METERS (25.9 FT) SOUTHEAST FROM THE CENTER OF HOOPER AVENUE AND
 JU2664'5.2 METERS (16.9 FT) NORTHWEST FROM THE CENTER OF THE RIGHT TURN
 JU2664'EXIT RAMP.
 JU2664'MARK IS 0.6 METERS BELOW THE STATION.
 JU2664'
 JU2664'AZIMUTH MARK NO. 2 IS A STANDARD NGS DISK
 JU2664'STAMPED---INDIAN 2 1955 NO 2 1984---,
 JU2664'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU2664'25 CM IN DIAMETER RECESSED 8 CM BELOW GROUND.  LOCATED
 JU2664'28.4 METERS (93.2 FT) NORTH FROM A POWER POLE BT349DV,
 JU2664'20.5 METERS (67.4 FT) SOUTHWEST FROM A POWER POLE BT348DV,
 JU2664'2.6 METERS (8.6 FT) SOUTHEAST FROM THE CURB ON THE WEST SIDE OF
 JU2664'HOOPER AVENUE,
 JU2664'1.8 METERS (5.9 FT) NORTHWEST FROM A WITNESS POST.
 JU2664'
 JU2664'TO REACH THE AZIMUTH FROM THE STATION,
 JU2664'GO SOUTHWEST FOR 0.45 KM (0.3 MI) ON COUNTY ROAD 549, HOOPER AVENUE
 JU2664'TO THE STATION ON THE LEFT.
 JU2664'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 JU2664'STAMPED---INDIAN 2 1955 NO 2 1984---,
 JU2664'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 JU2664'
 JU2664'DESCRIBED BY RALPH G POUST.
 JU2664
 JU2664                          STATION RECOVERY (1985)
 JU2664
 JU2664'RECOVERY NOTE BY US POWER SQUADRON 1985 (CWK)
 JU2664'STATION FOUND GOOD.
 JU2664'
 JU2664'STATION IS PERFECTLY SIGHTED BY USING DIRECTION ARROWS ON RMS 3, 4,
 JU2664'AND 5.  IT IS NOW IN SOFT SAND WHICH WILL PACK DOWN WITH WEATHER.
 JU2664'
 JU2664'RM 2 NOT RECOVERED.
 JU2664'
 JU2664'THIS MARK APPEARS TO HAVE BEEN REMOVED OR DESTROYED AS WAS RM 1.
 JU2664'THREE NEW MARKS HAVE BEEN SET - RM 3, RM 4, AND RM 5.
 JU2664'
 JU2664'INDIAN 2 RM 3 1955 1984 FOUND EXCELLENT.
 JU2664'
 JU2664'APPEARS TO BE NEWLY SET DURING 1984.  DISC IS SET IN A CONCRETE
 JU2664'CIRCULAR SLAB ABOUT 4 FEET IN DIAMETER WHICH ALSO CONTAINS A SMALL
 JU2664'(2 FOOT) MANHOLE COVER.  IT IS APPROXIMATELY 51 NE OF POLE ST 339
 JU2664'DV AND IS LEVEL WITH THE GROUND.  TRAVELING NE ON HOOPER AVE.
 JU2664'INDIAN HILL ROAD TURNS OFF BOTH NORTH AND SOUTH.  THE TRIANGLE
 JU2664'FORMED AT THE SOUTH TURNOFF CONTAINS THE POLE AT ITS SOUTHWEST POINT
 JU2664'AND THE DISC AT ITS NORTHEAST CORNER.
 JU2664'
 JU2664'INDIAN 2 RM 4 1955 1984 FOUND EXCELLENT.
 JU2664'
 JU2664'MARK IS SET IN CURB APPROXIMATELY 50 FEET SOUTH FROM THE
 JU2664'NORTHEAST CORNER OF THE TRIANGLE FORMED AT THE
 JU2664'INTERSECTION OF HOOPER AVE (NORTHEAST) AND INDIAN HILL
 JU2664'ROAD (SOUTHEAST) APPEARS TO BE NEWLY SET.
 JU2664'
 JU2664'INDIAN 2 RM 5 1955 1984 FOUND EXCELLENT.
 JU2664'
 JU2664'MARK IS SET IN A CONCRETE SLAB 2 FEET NORTHEAST OF THE SOUTH WEST
 JU2664'CORNER OF TRIANGLE FORMED AT THE INTERSECTION OF HOOPER AVE
 JU2664'(NORTHEAST) AND INDIAN HILL ROAD (SOUTHEAST) IT IS ALSO 12 FEET
 JU2664'SOUTHWEST OF POLE BT340 DV.
 JU2664
 JU2664                          STATION RECOVERY (1990)
 JU2664
 JU2664'RECOVERED 1990
 JU2664'RECOVERED IN GOOD CONDITION.
 JU2664
 JU2664                          STATION RECOVERY (1991)
 JU2664
 JU2664'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWK)
 JU2664'RECOVERED IN GOOD CONDITION.
 JU2664
 JU2664                          STATION RECOVERY (1991)
 JU2664
 JU2664'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 JU2664'THE STATION IS LOCATED IN DOVER TOWNSHIP, SET IN THE JUG HANDLE
 JU2664'TRAFFIC ISLAND AT THE SOUTHEAST CORNER OF THE JUNCTION OF HOOPER
 JU2664'AVENUE, COUNTY ROAD 549 AND INDIAN HILL ROAD.  TO REACH THE STATION
 JU2664'FROM THE JUNCTION OF HOOPER AVENUE AND BAY AVENUE, COUNTY ROAD 571,
 JU2664'SOUTHWEST OF THE OCEAN COUNTY MALL, PROCEED 1.9 KM (1.2 MI) NORTH ON
 JU2664'HOPPER AVENUE TO ITS JUNCTION WITH INDIAN HILL ROAD AND THE STATION
 JU2664'ON THE RIGHT.  THE STATION IS 11.9 M (39.0 FT) SOUTHEAST OF THE
 JU2664'MEDIAN STRIP OF HOOPER AVENUE, 6.3 M (20.7 FT) WEST OF THE WEST CURB
 JU2664'OF INDIAN HILL ROAD, 9.3 M (30.5 FT) NORTHEAST OF POLE NUMBER 339 DV,
 JU2664'0.7 M (2.3 FT) NORTH OF THE CONCRETE FOUNDATION FOR A TRAFFIC LIGHT,
 JU2664'7.9 M (25.9 FT) SOUTHWEST OF A WITNESS POST AND 0.1 M (0.3 FT) BELOW
 JU2664'THE GROUND.
 JU2664
 JU2664                          STATION RECOVERY (1991)
 JU2664
 JU2664'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 JU2664'THE STATION IS LOCATED IN DOVER TOWNSHIP, SET IN THE JUG HANDLE
 JU2664'TRAFFIC ISLAND AT THE SOUTHEAST CORNER OF THE JUNCTION OF HOOPER
 JU2664'AVENUE, COUNTY ROAD 549 AND INDIAN HILL ROAD.  TO REACH THE STATION
 JU2664'FROM THE JUNCTION OF HOOPER AVENUE AND BAY AVENUE, COUNTY ROAD 571,
 JU2664'SOUTHWEST OF THE OCEAN COUNTY MALL, PROCEED 1.9 KM (1.2 MI) NORTH ON
 JU2664'HOPPER AVENUE TO ITS JUNCTION WITH INDIAN HILL ROAD AND THE STATION
 JU2664'ON THE RIGHT.  THE STATION IS 11.9 M (39.0 FT) SOUTHEAST OF THE
 JU2664'MEDIAN STRIP OF HOOPER AVENUE, 6.3 M (20.7 FT) WEST OF THE WEST CURB
 JU2664'OF INDIAN HILL ROAD, 9.3 M (30.5 FT) NORTHEAST OF POLE NUMBER 339 DV,
 JU2664'0.7 M (2.3 FT) NORTH OF THE CONCRETE FOUNDATION FOR A TRAFFIC LIGHT,
 JU2664'7.9 M (25.9 FT) SOUTHWEST OF A WITNESS POST AND 0.1 M (0.3 FT) BELOW
 JU2664'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU4057 ***********************************************************************
 KU4057  DESIGNATION -  INDIAN HEAD 1921
 KU4057  PID         -  KU4057
 KU4057  STATE/COUNTY-  NJ/BERGEN
 KU4057  USGS QUAD   -  YONKERS (1979)
 KU4057
 KU4057                         *CURRENT SURVEY CONTROL
 KU4057  ___________________________________________________________________
 KU4057* NAD 83(1996)-  40 55 42.11048(N)    073 55 35.51688(W)     ADJUSTED  
 KU4057* NAVD 88     -       129.     (meters)     423.     (feet)  SCALED    
 KU4057  ___________________________________________________________________
 KU4057  LAPLACE CORR-           6.29  (seconds)                    DEFLEC99
 KU4057  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 KU4057
 KU4057  HORZ ORDER  -  SECOND
 KU4057
 KU4057.The horizontal coordinates were established by classical geodetic methods
 KU4057.and adjusted by the National Geodetic Survey in September 1999..
 KU4057
 KU4057.The orthometric height was scaled from a topographic map.
 KU4057
 KU4057.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4057
 KU4057.The geoid height was determined by GEOID03.
 KU4057
 KU4057;                    North         East     Units Scale Factor Converg.
 KU4057;SPC NJ       -   232,751.296   198,296.284   MT  0.99992870   +0 22 32.5
 KU4057;SPC NJ       -   763,618.21    650,577.06   sFT  0.99992870   +0 22 32.5
 KU4057;SPC NY L     -    84,586.770   306,187.866   MT  0.99999583   +0 02 53.0
 KU4057;SPC NY L     -   277,515.09  1,004,551.36   sFT  0.99999583   +0 02 53.0
 KU4057;UTM  18      - 4,531,359.524   590,378.699   MT  0.99970053   +0 42 11.9
 KU4057
 KU4057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4057!SPC NJ       -   0.99998474  x   0.99992870  =   0.99991344
 KU4057!SPC NY L     -   0.99998474  x   0.99999583  =   0.99998057
 KU4057!UTM  18      -   0.99998474  x   0.99970053  =   0.99968527
 KU4057
 KU4057:                Primary Azimuth Mark                     Grid Az
 KU4057:SPC NJ       -  ALPINE                                   015 16 04.2
 KU4057:SPC NY L     -  ALPINE                                   015 35 43.7
 KU4057:UTM  18      -  ALPINE                                   014 56 24.8
 KU4057
 KU4057|---------------------------------------------------------------------|
 KU4057| PID    Reference Object                     Distance      Geod. Az  |
 KU4057|                                                           dddmmss.s |
 KU4057| KU4055 ALPINE                              APPROX. 1.8 KM 0153836.7 |
 KU4057| KU4064 BAPTIST CHURCH                      APPROX. 2.8 KM 0611712.1 |
 KU4057| KU4084 METHODIST CHURCH                    APPROX. 2.9 KM 0643755.2 |
 KU4057| KU4081 ST MARYS CHURCH                     APPROX. 2.4 KM 0843003.1 |
 KU4057| KU4112 WARINGS HAT CO FACTORY TANK         APPROX. 2.1 KM 0850445.3 |
 KU4057| KU4085 ROCKLEDGE                           APPROX. 3.1 KM 1222132.7 |
 KU4057|---------------------------------------------------------------------|
 KU4057
 KU4057                          SUPERSEDED SURVEY CONTROL
 KU4057
 KU4057  NAD 83(1996)-  40 55 42.11047(N)    073 55 35.51688(W) AD(       ) 2
 KU4057  NAD 83(1996)-  40 55 42.11105(N)    073 55 35.51737(W) AD(       ) 2
 KU4057  NAD 83(1992)-  40 55 42.10948(N)    073 55 35.51794(W) AD(       ) 2
 KU4057  NAD 83(1986)-  40 55 42.11299(N)    073 55 35.51532(W) AD(       ) 2
 KU4057  NAD 27      -  40 55 41.75700(N)    073 55 37.03000(W) AD(       ) 2
 KU4057
 KU4057.Superseded values are not recommended for survey control.
 KU4057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4057.See file dsdata.txt to determine how the superseded data were derived.
 KU4057
 KU4057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9037931360(NAD 83)
 KU4057_MARKER: H = DRILL HOLE
 KU4057_SETTING: 66 = SET IN ROCK OUTCROP
 KU4057_SP_SET: SET IN A ROCK LEDGE
 KU4057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4057+STABILITY: POSITION/ELEVATION WELL
 KU4057
 KU4057  HISTORY     - Date     Condition        Report By
 KU4057  HISTORY     - 1921     MONUMENTED       NY6820
 KU4057  HISTORY     - 1930     GOOD             CGS
 KU4057  HISTORY     - 20060402 GOOD             GEOCAC
 KU4057
 KU4057                          STATION DESCRIPTION
 KU4057
 KU4057'DESCRIBED BY CITY OF YONKERS NEW YORK 1921
 KU4057'STATION IS A 1/4-INCH DRILL HOLE IN LEDGE OF ROCK AT TOP OF THE
 KU4057'PALISADES, NEAR EDGE OF CLIFF ON PROPERTY OF MANUEL RIONDA, ABOUT
 KU4057'OPPOSITE SUNSET PARK, YONKERS.  IT IS 21.9 METERS SE OF A U.S.E
 KU4057'STATION WHICH IS PARTLY ENCLOSED BY AN IRON FENCE THAT IS BUILT
 KU4057'ALONG THE EDGE OF THE CLIFF.
 KU4057
 KU4057                          STATION RECOVERY (1930)
 KU4057
 KU4057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (CAE)
 KU4057'STATION RECOVERED. NOT OCCUPIED OR USED IN THE 1930 WORK.
 KU4057
 KU4057                          STATION RECOVERY (2006)
 KU4057
 KU4057'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KU4057'TO REACH, PARK AT ALPINE OVERLOOK ON NORTHBOUND PALISDES INTERSTATE
 KU4057'PARKWAY.  HIKE SOUTH ALONG LONG PATH (BLAZED IN BLUE).  22 METERS
 KU4057'SOUTH OF OLD OVERLOOK BUILT ATOP THE CLIFF.  STATION IS A ONE-HALF
 KU4057'INCH DRILL HOLE, NOT A ONE-QUARTER INCH DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2898 ***********************************************************************
 JU2898  DESIGNATION -  INGRAM 1936
 JU2898  PID         -  JU2898
 JU2898  STATE/COUNTY-  NJ/CAPE MAY
 JU2898  USGS QUAD   -  AVALON (1994)
 JU2898
 JU2898                         *CURRENT SURVEY CONTROL
 JU2898  ___________________________________________________________________
 JU2898* NAD 83(1996)-  39 06 33.50145(N)    074 43 51.65747(W)     ADJUSTED  
 JU2898* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2898  ___________________________________________________________________
 JU2898  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 JU2898  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 JU2898
 JU2898  HORZ ORDER  -  THIRD
 JU2898
 JU2898.The horizontal coordinates were established by classical geodetic methods
 JU2898.and adjusted by the National Geodetic Survey in September 1999..
 JU2898
 JU2898.The orthometric height was scaled from a topographic map.
 JU2898
 JU2898.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2898
 JU2898.The geoid height was determined by GEOID03.
 JU2898
 JU2898;                    North         East     Units Scale Factor Converg.
 JU2898;SPC NJ       -    30,659.427   130,020.732   MT  0.99990491   -0 08 44.6
 JU2898;SPC NJ       -   100,588.47    426,576.35   sFT  0.99990491   -0 08 44.6
 JU2898;UTM  18      - 4,328,940.932   523,255.938   MT  0.99960666   +0 10 10.8
 JU2898
 JU2898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2898!SPC NJ       -   1.00000526  x   0.99990491  =   0.99991017
 JU2898!UTM  18      -   1.00000526  x   0.99960666  =   0.99961192
 JU2898
 JU2898                          SUPERSEDED SURVEY CONTROL
 JU2898
 JU2898  NAD 83(1986)-  39 06 33.48280(N)    074 43 51.65741(W) AD(       ) 3
 JU2898  NAD 27      -  39 06 33.07000(N)    074 43 53.07700(W) AD(       ) 3
 JU2898
 JU2898.Superseded values are not recommended for survey control.
 JU2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2898.See file dsdata.txt to determine how the superseded data were derived.
 JU2898
 JU2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2325628941(NAD 83)
 JU2898_MARKER: DS = TRIANGULATION STATION DISK
 JU2898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2898_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU2898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2898+STABILITY: SURFACE MOTION
 JU2898
 JU2898  HISTORY     - Date     Condition        Report By
 JU2898  HISTORY     - 1936     MONUMENTED       CGS
 JU2898  HISTORY     - 1937     GOOD             CGS
 JU2898  HISTORY     - 1950     GOOD             CGS
 JU2898  HISTORY     - 1957     GOOD             CGS
 JU2898
 JU2898                          STATION DESCRIPTION
 JU2898
 JU2898'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2898'STATION IS LOCATED DIRECTLY UNDER THE SW GABLE OF THE BRIDGE
 JU2898'TENDERS HOUSE ON THE HIGHWAY BRIDGE OVER INGRAM THOROFARE IN
 JU2898'THE VICINITY OF AVALON.
 JU2898'
 JU2898'STATION IS MARKED, AS DESCRIBED IN NOTE 1A, BY A STANDARD DISK
 JU2898'SET IN TOP OF A 6-INCH SQUARE CONCRETE POST WHICH PROJECTS 3
 JU2898'INCHES ABOVE GROUND.
 JU2898'
 JU2898'REFERENCE MARK IS A STANDARD REFERENCE DISK, AS DESCRIBED IN
 JU2898'NOTE 11, SET IN THE CONCRETE WALK LEADING TO THE BRIDGE TENDERS
 JU2898'HOUSE.
 JU2898
 JU2898                          STATION RECOVERY (1937)
 JU2898
 JU2898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2898'NO DESCRIPTION OF THE STATION WAS AVAILABLE.  STATION IS NEAR SW
 JU2898'CORNER OF BRIDGE TENDERS HOUSE AT E END OF BRIDGE CROSSING INGRAM
 JU2898'THOROFARE AT AVALON, NEW JERSEY.  STATION WAS FOUND TO BE IN
 JU2898'GOOD CONDITION.
 JU2898
 JU2898                          STATION RECOVERY (1950)
 JU2898
 JU2898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2898'STATION MARK AND REFERENCE MARK WERE RECOVERED IN GOOD
 JU2898'CONDITION.  DUE TO BUILDING OBSTRUCTIONS, THE DISTANCE FROM
 JU2898'STATION TO REFERENCE MARK WAS NOT MEASURED.  THE PUBLISHED
 JU2898'DESCRIPTION IS ADEQUATE AND COMPLETE WITH THE FOLLOWING
 JU2898'EXCEPTION--
 JU2898'
 JU2898'STATION MARK IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 JU2898
 JU2898                          STATION RECOVERY (1957)
 JU2898
 JU2898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VES)
 JU2898'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 JU2898'CONDITION.  THE ORIGINAL DESCRIPTION IS INADEQUATE, A NEW ONE
 JU2898'FOLLOWS.
 JU2898'
 JU2898'THE STATION IS IMMEDIATELY WEST OF AVALON, AT THE NORTHEAST
 JU2898'TIMBER AND PILE ABUTMENT OF THE 21ST STREET BRIDGE (SPANNING
 JU2898'INGRAM THOROFARE), 106 FT. WEST OF THE SUNOCO STATION GAS PUMP,
 JU2898'31 FT. SOUTH OF THE NORTH CORNER OF THE BRIDGE TENDERS BUILDING
 JU2898'(ERECTED IN 1957), 17.5 FT. NORTH OF THE NORTH EDGE OF THE
 JU2898'BRIDGE, 4.5 FT. EAST OF THE WEST LIMITS OF THE RETAINING WALL.
 JU2898'
 JU2898'RM NO. 1 IS IN THE CONCRETE WALK THAT LED TO THE ORIGINAL
 JU2898'BRIDGE TENDERS BUILDING.  THE MARK IS 20.4 FT. EAST OF THE
 JU2898'SOUTHEAST CORNER OF THE NEW STRUCTURE, 20 FT. NORTH OF THE NORTH
 JU2898'TIMBER RAIL AT THE EASTERLY APPROACH TO THE BRIDGE.
 JU2898'
 JU2898'STATION IS MARKED BY A STANDARD STATION DISK STAMPED, INGRAM
 JU2898'1936 SET IN THE CENTER OF A 10 INCH SQUARE CONCRETE POST 8 INCHES
 JU2898'UNDERGROUND.
 JU2898'
 JU2898'THE REFERENCE MARK IS A STANDARD REFERENCE MARK DISK SET IN
 JU2898'CEMENT IN A DRILL HOLE IN A CONCRETE SIDEWALK.  THE MARK IS
 JU2898'STAMPED, INGRAM NO 1 1957
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2637 ***********************************************************************
 JU2637  DESIGNATION -  INLET
 JU2637  PID         -  JU2637
 JU2637  STATE/COUNTY-  NJ/OCEAN
 JU2637  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU2637
 JU2637                         *CURRENT SURVEY CONTROL
 JU2637  ___________________________________________________________________
 JU2637* NAD 83(1996)-  39 46 37.54228(N)    074 05 44.98001(W)     ADJUSTED  
 JU2637* NAVD 88     -         4.21   (+/-2cm)      13.8    (feet)  VERTCON   
 JU2637  ___________________________________________________________________
 JU2637  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 JU2637  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JU2637
 JU2637  HORZ ORDER  -  SECOND
 JU2637  VERT ORDER  -  THIRD ? (See Below)
 JU2637
 JU2637.The horizontal coordinates were established by classical geodetic methods
 JU2637.and adjusted by the National Geodetic Survey in September 1999..
 JU2637
 JU2637.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2637.The vertical order pertains to the NGVD 29 superseded value.
 JU2637
 JU2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2637
 JU2637.The geoid height was determined by GEOID03.
 JU2637
 JU2637;                    North         East     Units Scale Factor Converg.
 JU2637;SPC NJ       -   104,845.325   184,622.377   MT  0.99991475   +0 15 30.9
 JU2637;SPC NJ       -   343,980.04    605,715.25   sFT  0.99991475   +0 15 30.9
 JU2637;UTM  18      - 4,403,408.341   577,430.829   MT  0.99967381   +0 34 42.7
 JU2637
 JU2637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2637!SPC NJ       -   1.00000456  x   0.99991475  =   0.99991931
 JU2637!UTM  18      -   1.00000456  x   0.99967381  =   0.99967837
 JU2637
 JU2637|---------------------------------------------------------------------|
 JU2637| PID    Reference Object                     Distance      Geod. Az  |
 JU2637|                                                           dddmmss.s |
 JU2637| CB2107 INLET RM 1                           10.439 METERS 11745     |
 JU2637| CB2108 INLET RM 2                                         14502     |
 JU2637| CB2109 INLET RM 3                           14.283 METERS 20041     |
 JU2637| JU2638 BARNEGAT LIGHT 2                    APPROX. 1.9 KM 2134717.6 |
 JU2637|---------------------------------------------------------------------|
 JU2637
 JU2637                          SUPERSEDED SURVEY CONTROL
 JU2637
 JU2637  NAD 83(1986)-  39 46 37.53440(N)    074 05 44.97391(W) AD(       ) 2
 JU2637  NAD 27      -  39 46 37.09800(N)    074 05 46.49100(W) AD(       ) 2
 JU2637  NGVD 29 (07/19/86)    4.59   (m)           15.1    (f) LEVELING    3  
 JU2637
 JU2637.Superseded values are not recommended for survey control.
 JU2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2637.See file dsdata.txt to determine how the superseded data were derived.
 JU2637
 JU2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7743103408(NAD 83)
 JU2637_MARKER: DS = TRIANGULATION STATION DISK
 JU2637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2637
 JU2637  HISTORY     - Date     Condition        Report By
 JU2637  HISTORY     - 1932     MONUMENTED       CGS
 JU2637  HISTORY     - 1934     GOOD             LOCSUR
 JU2637  HISTORY     - 1951     MARK NOT FOUND   CGS
 JU2637  HISTORY     - 1962     MARK NOT FOUND   CGS
 JU2637  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU2637
 JU2637                          STATION DESCRIPTION
 JU2637
 JU2637'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2637'STATION IS SE OF THE GROUP OF SUMMER SHACKS (CALLED N POINT
 JU2637'BEACH) ON THE EXTREME S END OF ISLAND BEACH ISLAND.  IT IS ABOUT
 JU2637'31 FEET W OF THE TELEPHONE LINE ON A LONE DUNE NEAR THE EASTERN
 JU2637'EXTREMITY OF A GROUP OF BUSHES.  FROM THE STATION THE FORKED
 JU2637'RIVER COAST GUARD FLAGPOLE APPEARS ABOUT 4 DEGREES TO THE LEFT
 JU2637'OF A SQUARE BLACK SHACK WITH A RED ROOF AND A FLAGPOLE.  THE
 JU2637'STATION IS ABOUT 60 FEET W OF THE REMAINS OF AN OLD
 JU2637'HYDROGRAPHIC SIGNAL.
 JU2637'
 JU2637'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2637'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU2637'
 JU2637'REFERENCE MARK NO.1 IS 34.25 FEET E OF THE STATION AND ABOUT 3
 JU2637'FEET E OF A LINE OF TELEPHONE POLES.  REFERENCE MARK NO.2 IS
 JU2637'ABOUT 1/4 MILE E OF THE STATION NEAR WHERE THE DUNES BREAK DOWN
 JU2637'TO THE BEACH.  FROM THE REFERENCE MARK THE FORKED RIVER COAST
 JU2637'GUARD FLAGPOLE IS SEEN ABOUT 60 FEET SW OF A BEND OF THE
 JU2637'TELEPHONE LINE.  ALL OF BARNEGAT LIGHT IS VISIBLE FROM THE
 JU2637'STATION.  REFERENCE MARK NO.3 IS 46.86 FEET SE OF THE STATION IN A
 JU2637'BARE, SLIGHTLY GRASSY SPOT.
 JU2637'
 JU2637'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 JU2637
 JU2637                          STATION RECOVERY (1934)
 JU2637
 JU2637'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 JU2637'RECOVERED BY NJ RIPARIAN S.
 JU2637'
 JU2637'STATION IS 9,500 FEET SOUTHERLY FROM FORKED RIVER COAST GUARD
 JU2637'STATION ON A DUNE ABOUT 300 FEET WESTERLY FROM THE MOST EASTERLY
 JU2637'DUNE.  WAS RECOVERED IN 1934 BY THE RIPARIAN SURVEY OF THE STATE
 JU2637'OF NEW JERSEY, WHICH USED THE STATION MARK AS A BENCH MARK IN
 JU2637'THEIR LINE OF LEVELS ON ISLAND BEACH.  THE BENCH MARK IS CALLED
 JU2637'BY THEM I.B. NO.6.  ELEVATION IS 15.281 FEET.
 JU2637
 JU2637                          STATION RECOVERY (1951)
 JU2637
 JU2637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2637'STATION AND REFERENCE MARKS WERE NOT RECOVERED AFTER A TWO-HOUR
 JU2637'SEARCH BY A TWO-MAN PARTY.  THE BEACH IN THIS VICINITY HAS BEEN
 JU2637'BUILT UP WITH SAND DUNES BY THE PLACEMENT OF SNOW FENCES TO
 JU2637'PREVENT THE DRIFTING OF SAND, AND THE MARKS ARE PROBABLY WELL
 JU2637'COVERED.  DUE TO THE CHANGE IN THE AREA, THE OBJECTS FROM WHICH
 JU2637'THE STATION AND REFERENCE MARKS WERE REFERRED CAN NO LONGER BE
 JU2637'USED.
 JU2637
 JU2637                          STATION RECOVERY (1962)
 JU2637
 JU2637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2637'NOT RECOVERED.  A CAREFUL SEARCH WAS MADE WITH THE ASSISTANCE OF
 JU2637'A PARK RANGER AND A RESIDENT OF THE AREA WITHOUT RESULTS.  THE
 JU2637'SAND SHIFTS HERE WITH EACH STORM.
 JU2637
 JU2637                          STATION RECOVERY (1984)
 JU2637
 JU2637'RECOVERY NOTE BY US POWER SQUADRON 1984 (JHF)
 JU2637'STATION NOT RECOVERED.
 JU2637'
 JU2637'THOROUGH SEARCH MADE OF AREA.  SHIFTING SANDE COVER AREA.  MARKS
 JU2637'NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2724 ***********************************************************************
 JU2724  DESIGNATION -  INLET
 JU2724  PID         -  JU2724
 JU2724  STATE/COUNTY-  NJ/OCEAN
 JU2724  USGS QUAD   -  TUCKERTON (1995)
 JU2724
 JU2724                         *CURRENT SURVEY CONTROL
 JU2724  ___________________________________________________________________
 JU2724* NAD 83(1996)-  39 30 57.41081(N)    074 17 57.62379(W)     ADJUSTED  
 JU2724* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2724  ___________________________________________________________________
 JU2724  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 JU2724  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JU2724
 JU2724  HORZ ORDER  -  THIRD
 JU2724
 JU2724.The horizontal coordinates were established by classical geodetic methods
 JU2724.and adjusted by the National Geodetic Survey in September 1999..
 JU2724
 JU2724.The orthometric height was scaled from a topographic map.
 JU2724
 JU2724.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2724
 JU2724.The geoid height was determined by GEOID03.
 JU2724
 JU2724;                    North         East     Units Scale Factor Converg.
 JU2724;SPC NJ       -    75,794.658   167,253.794   MT  0.99990366   +0 07 39.6
 JU2724;SPC NJ       -   248,669.64    548,731.82   sFT  0.99990366   +0 07 39.6
 JU2724;UTM  18      - 4,374,268.697   560,228.581   MT  0.99964466   +0 26 45.0
 JU2724
 JU2724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2724!SPC NJ       -   1.00000522  x   0.99990366  =   0.99990888
 JU2724!UTM  18      -   1.00000522  x   0.99964466  =   0.99964988
 JU2724
 JU2724|---------------------------------------------------------------------|
 JU2724| PID    Reference Object                     Distance      Geod. Az  |
 JU2724|                                                           dddmmss.s |
 JU2724| CB2111 INLET RM 2                           24.470 METERS 05250     |
 JU2724| JU2717 SHEEPHEAD                           APPROX. 3.0 KM 3121408.9 |
 JU2724| CB2110 INLET RM 1                           22.644 METERS 32125     |
 JU2724|---------------------------------------------------------------------|
 JU2724
 JU2724                          SUPERSEDED SURVEY CONTROL
 JU2724
 JU2724  NAD 83(1986)-  39 30 57.40421(N)    074 17 57.61419(W) AD(       ) 3
 JU2724  NAD 27      -  39 30 56.98200(N)    074 17 59.09700(W) AD(       ) 3
 JU2724
 JU2724.Superseded values are not recommended for survey control.
 JU2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2724.See file dsdata.txt to determine how the superseded data were derived.
 JU2724
 JU2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6022974269(NAD 83)
 JU2724_MARKER: DS = TRIANGULATION STATION DISK
 JU2724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2724
 JU2724  HISTORY     - Date     Condition        Report By
 JU2724  HISTORY     - 1935     MONUMENTED       CGS
 JU2724  HISTORY     - 1950     GOOD             CGS
 JU2724  HISTORY     - 1954     MARK NOT FOUND   CGS
 JU2724  HISTORY     - 1971     MARK NOT FOUND   NGS
 JU2724
 JU2724                          STATION DESCRIPTION
 JU2724
 JU2724'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2724'STATION IS ON POINT OF MARSH LAND WHICH DIVIDES GREAT BAY AND
 JU2724'LITTLE EGG HARBOR.  IT IS LOCATED ON N POINT OF MARSH AT E
 JU2724'ENTRANCE OF LITTLE SHEEPHEAD CREEK.  IT IS 55.5 METERS BACK
 JU2724'FROM POINT OF MARSH.  IT IS ON RANGE WITH NE CORNER OF SMALL
 JU2724'SHACK ON S POINT OF CREEK ENTRANCE AND THE MOST SOUTHERN POLE
 JU2724'OF POWER LINE AT END OF ROAD AND IS 65 METERS FROM HIGH WATER
 JU2724'LINE ON THAT RANGE.  STATION MAY BE REACHED BY BOAT ONLY AND
 JU2724'IS ON MARSH LAND BORDERING INLAND WATERWAY.  DISKS WERE
 JU2724'STAMPED INLET 1935 AND REFERENCE MARKS STAMPED NO.1 AND NO.2
 JU2724'RESPECTIVELY.  ALL MARKS SET ON A 2 BY 4 WOODEN PILE.
 JU2724'
 JU2724'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2724'CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2724'
 JU2724'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS.
 JU2724
 JU2724                          STATION RECOVERY (1950)
 JU2724
 JU2724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2724'STATION MARK RECOVERED IN GOOD CONDITION.  R.M. 1 COULD NOT BE
 JU2724'FOUND AFTER THE DISTANCE AND DIRECTION WAS MEASURED.  THE TOP
 JU2724'PORTION OF REFERENCE MARK 2 MONUMENT HAS DISINTEGRATED AND THE
 JU2724'DISK WAS FOUND NEARBY.  THE MARSH LINE FROM THE STATION ON
 JU2724'RANGE WITH THE S MEAN HIGH-WATER LINE OF TUCKER ISLAND AND THE
 JU2724'CUPOLA ATOP LITTLE EGG COAST GUARD STATION IS 43 AND 191 FEET,
 JU2724'RESPECTIVELY.
 JU2724'
 JU2724'DUE TO THE RAPID SHORE EROSION ON THIS POINT THE STATION WILL
 JU2724'PROBABLY BE DESTROYED IN A COMPARATIVELY FEW YEARS.
 JU2724
 JU2724                          STATION RECOVERY (1954)
 JU2724
 JU2724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HJS)
 JU2724'A 20-MINUTE SEARCH BY TWO MEN FAILED TO REVEAL ANY TRACE OF THIS
 JU2724'STATION.  THE SHORE IS ERODING RAPIDLY IN THIS AREA, AND THE
 JU2724'STATION HAS PROBABLY BEEN DESTROYED.
 JU2724
 JU2724                          STATION RECOVERY (1971)
 JU2724
 JU2724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU2724'THE STATION WAS SEARCHED FOR AND NOT FOUND AND IS PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2636 ***********************************************************************
 JU2636  DESIGNATION -  INLET 2
 JU2636  PID         -  JU2636
 JU2636  STATE/COUNTY-  NJ/OCEAN
 JU2636  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU2636
 JU2636                         *CURRENT SURVEY CONTROL
 JU2636  ___________________________________________________________________
 JU2636* NAD 83(1996)-  39 46 38.36155(N)    074 05 51.09302(W)     ADJUSTED  
 JU2636* NAVD 88     -         0.6    (meters)       2.     (feet)  VERTCON   
 JU2636  ___________________________________________________________________
 JU2636  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 JU2636  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JU2636
 JU2636  HORZ ORDER  -  SECOND
 JU2636
 JU2636.The horizontal coordinates were established by classical geodetic methods
 JU2636.and adjusted by the National Geodetic Survey in September 1999..
 JU2636
 JU2636.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2636
 JU2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2636
 JU2636.The geoid height was determined by GEOID03.
 JU2636
 JU2636;                    North         East     Units Scale Factor Converg.
 JU2636;SPC NJ       -   104,869.935   184,476.803   MT  0.99991463   +0 15 27.0
 JU2636;SPC NJ       -   344,060.78    605,237.64   sFT  0.99991463   +0 15 27.0
 JU2636;UTM  18      - 4,403,432.132   577,285.156   MT  0.99967353   +0 34 38.8
 JU2636
 JU2636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2636!SPC NJ       -   1.00000513  x   0.99991463  =   0.99991976
 JU2636!UTM  18      -   1.00000513  x   0.99967353  =   0.99967865
 JU2636
 JU2636:                Primary Azimuth Mark                     Grid Az
 JU2636:SPC NJ       -  FORKED RIVER 2                           006 11 12.8
 JU2636:UTM  18      -  FORKED RIVER 2                           005 52 01.0
 JU2636
 JU2636|---------------------------------------------------------------------|
 JU2636| PID    Reference Object                     Distance      Geod. Az  |
 JU2636|                                                           dddmmss.s |
 JU2636| JU2627 FORKED RIVER 2                      APPROX. 2.8 KM 0062639.8 |
 JU2636| CB2114 INLET 2 RM 4                         19.763 METERS 02136     |
 JU2636| CB2113 INLET 2 AZ MK                                      0231350.2 |
 JU2636| CB2115 INLET 2 RM 5                         27.424 METERS 10829     |
 JU2636| JU2631 BARNEGAT INLET N BREAKWATER LT      APPROX. 2.1 KM 1621855.7 |
 JU2636| JU2632 BARNEGAT INLET S BREAKWATER LT      APPROX. 2.3 KM 1693853.9 |
 JU2636|---------------------------------------------------------------------|
 JU2636
 JU2636                          SUPERSEDED SURVEY CONTROL
 JU2636
 JU2636  NAD 83(1986)-  39 46 38.35239(N)    074 05 51.08618(W) AD(       ) 2
 JU2636  NAD 27      -  39 46 37.91940(N)    074 05 52.60220(W) AD(       ) 2
 JU2636  NGVD 29 (07/19/86)    1.0    (m)            3.     (f) VERT ANG       
 JU2636
 JU2636.Superseded values are not recommended for survey control.
 JU2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2636.See file dsdata.txt to determine how the superseded data were derived.
 JU2636
 JU2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7728503432(NAD 83)
 JU2636_MARKER: DS = TRIANGULATION STATION DISK
 JU2636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2636_SP_SET: CONCRETE POST
 JU2636_STAMPING: INLET 2 1962
 JU2636_MARK LOGO: CGS   
 JU2636_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2636+STABILITY: SURFACE MOTION
 JU2636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2636+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1991
 JU2636
 JU2636  HISTORY     - Date     Condition        Report By
 JU2636  HISTORY     - 1962     MONUMENTED       CGS
 JU2636  HISTORY     - 1919     MARK NOT FOUND   USPSQD
 JU2636  HISTORY     - 1962     GOOD             CGS
 JU2636  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU2636  HISTORY     - 19910320 SEE DESCRIPTION  NJGS
 JU2636
 JU2636                          STATION DESCRIPTION
 JU2636
 JU2636'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2636'THE STATION IS ABOUT 8.5 MILES SOUTH-SOUTHWEST OF SEASIDE PARK,
 JU2636'ABOUT 0.85 MILE NORTH OF THE SOUTH END OF ISLAND BEACH, ABOUT
 JU2636'0.15 MILE WEST OF THE WATER LINE OF THE OCEAN AND IS JUST NORTH
 JU2636'OF THE NECK OF A SMALL BAY.  IT IS 203 FEET WEST OF AN OVERHEAD
 JU2636'TELEPHONE LINE AND 4 FEET SOUTHEAST OF A WITNESS POST.  THE
 JU2636'MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED INLET 2 1962.
 JU2636'
 JU2636'TO REACH FROM THE SEASIDE PARK MUNICIPAL BUILDING IN THE CENTER
 JU2636'OF CENTRAL AVENUE, GO SOUTH ON CENTRAL AVENUE FOR 0.95 MILE TO
 JU2636'THE ENTRANCE TO ISLAND BEACH STATE PARK.  CONTINUE SOUTH ON A
 JU2636'PAVED ROAD FOR 4.8 MILES TO A SMALL HOUSE IN THE MIDDLE OF THE
 JU2636'ROAD, AT A SIGN NO PICNICS BEYOND THIS POINT.  CONTINUE SOUTH FOR
 JU2636'3.35 MILES TO THE END OF PAVED ROAD AND END OF TWO WHEEL DRIVE
 JU2636'TRAVEL.  CONTINUE SOUTH ALONG TELEPHONE LINE FOR 0.2 MILE TO
 JU2636'THE AZIMUTH MARK AT TELEPHONE POLE NUMBER 2004.  CONTINUE
 JU2636'SOUTH ALONG TELEPHONE LINE FOR 0.3 MILE TO A SMALL DARK
 JU2636'COLORED HOUSE ON THE LEFT WITH A SIGN OVER THE DOOR FULL
 JU2636'HOUSE.  TURN RIGHT AND GO WEST FOR ABOUT 250 FEET TO THE
 JU2636'STATION.
 JU2636'
 JU2636'REFERENCE MARK 4 IS 66 FEET NORTHEAST OF THE WITNESS POST.  THE
 JU2636'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED INLET 2 NO 4
 JU2636'1962.
 JU2636'
 JU2636'REFERENCE MARK 5 IS 113 FEET WEST OF THE OVERHEAD TELEPHONE
 JU2636'LINE AND 94 FEET EAST OF THE WITNESS POST.  THE MONUMENT PROJECTS
 JU2636'6 INCHES AND THE DISK IS STAMPED INLET 2 NO 5 1962.
 JU2636'
 JU2636'THE AZIMUTH MARK IS 3 FEET SOUTHWEST OF A WITNESS POST AND 2
 JU2636'FEET SOUTHWEST OF TELEPHONE POLE NUMBER 2004.  THE MONUMENT PROJECTS
 JU2636'4 INCHES AND THE DISK IS STAMPED INLET 2 1962.
 JU2636'
 JU2636'HEIGHT OF LIGHT ABOVE STATION MARK 14.15 METERS.
 JU2636
 JU2636                          STATION RECOVERY (1919)
 JU2636
 JU2636'RECOVERY NOTE BY US POWER SQUADRON 1919 (CWK)
 JU2636'MARK NOT FOUND.
 JU2636
 JU2636                          STATION RECOVERY (1962)
 JU2636
 JU2636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 JU2636'RECOVERED IN GOOD CONDITION.
 JU2636
 JU2636                          STATION RECOVERY (1984)
 JU2636
 JU2636'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 JU2636'STATION NOT RECOVERED.
 JU2636'
 JU2636'ALL MARKS IN AREA OF SHIFTING SAND.
 JU2636'NOT RECOVERED AFTER CAREFUL SEARCH.
 JU2636
 JU2636                          STATION RECOVERY (1991)
 JU2636
 JU2636'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 JU2636'THE STATION WAS NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6403 ***********************************************************************
 KV6403  DESIGNATION -  INTAKE
 KV6403  PID         -  KV6403
 KV6403  STATE/COUNTY-  NJ/MERCER
 KV6403  USGS QUAD   -  TRENTON WEST (1995)
 KV6403
 KV6403                         *CURRENT SURVEY CONTROL
 KV6403  ___________________________________________________________________
 KV6403* NAD 83(1996)-  40 12 15.38074(N)    074 45 46.94617(W)     ADJUSTED  
 KV6403* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6403  ___________________________________________________________________
 KV6403  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 KV6403  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KV6403
 KV6403  HORZ ORDER  -  THIRD
 KV6403
 KV6403.The horizontal coordinates were established by classical geodetic methods
 KV6403.and adjusted by the National Geodetic Survey in September 1999..
 KV6403.No horizontal observational check was made to the station.
 KV6403
 KV6403.The orthometric height was scaled from a topographic map.
 KV6403
 KV6403.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6403
 KV6403.The geoid height was determined by GEOID03.
 KV6403
 KV6403;                    North         East     Units Scale Factor Converg.
 KV6403;SPC NJ       -   152,227.036   127,607.250   MT  0.99990617   -0 10 11.3
 KV6403;SPC NJ       -   499,431.53    418,658.12   sFT  0.99990617   -0 10 11.3
 KV6403;SPC PA S     -   101,004.504   854,249.863   MT  0.99996870   +1 56 16.5
 KV6403;SPC PA S     -   331,378.94  2,802,651.43   sFT  0.99996870   +1 56 16.5
 KV6403;UTM  18      - 4,450,456.780   520,166.392   MT  0.99960501   +0 09 10.7
 KV6403
 KV6403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6403!SPC NJ       -   1.00000508  x   0.99990617  =   0.99991125
 KV6403!SPC PA S     -   1.00000508  x   0.99996870  =   0.99997378
 KV6403!UTM  18      -   1.00000508  x   0.99960501  =   0.99961009
 KV6403
 KV6403                          SUPERSEDED SURVEY CONTROL
 KV6403
 KV6403  NAD 83(1986)-  40 12 15.37864(N)    074 45 46.94716(W) AD(       ) 3
 KV6403
 KV6403.Superseded values are not recommended for survey control.
 KV6403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6403.See file dsdata.txt to determine how the superseded data were derived.
 KV6403
 KV6403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2016650457(NAD 83)
 KV6403_MARKER: DD = SURVEY DISK
 KV6403_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6403_SP_SET: CONCRETE TOP OF AN INTAKE
 KV6403_STAMPING: INTAKE 1939
 KV6403_MARK LOGO: USE   
 KV6403_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6403+SATELLITE: SATELLITE OBSERVATIONS - 1939
 KV6403
 KV6403  HISTORY     - Date     Condition        Report By
 KV6403  HISTORY     - 1939     MONUMENTED       USE
 KV6403
 KV6403                          STATION DESCRIPTION
 KV6403
 KV6403'DESCRIBED BY US ENGINEERS 1939
 KV6403'THE STATION IS LOCATED ON THE E SHORE OF THE DELAWARE RIVER NEAR THE
 KV6403'AMERICAN BRIDGE COMPANY IN TRENTON, NJ.
 KV6403'TO REACH STATION PROCEED BY BOAT N FROM THE N ENTRANCE TO BILES CREEK
 KV6403'FOR ABOUT 0.9 NAUTICAL MI TO STATION ON THE RIGHT.
 KV6403'STATION IS A CE BRONZE DISK SET FLUSH WITH CONCRETE TOP OF AN INTAKE
 KV6403'FOR THE AMERICAN BRIDGE COMPANY.  IT IS ON THE TOP OF A HIGH CIRCULAR
 KV6403'CONCRETE INTAKE, TOWARD THE OUTSHORE, UPSTREAM PORTION OF THE ROUND
 KV6403'TOP.  IT IS DIRECTLY BETWEEN THE LETTERS -A- AND -N- THAT ARE PAINTED
 KV6403'ON LARGE BUILDING INSHORE.
 KV6403'RM 1 IS THE DOWNSTREAM, SW CORNER OF FLAT STEEL PLATE THAT BASES A
 KV6403'STEEL SHED.  IT IS 2.23 M (7.3 FT) E OF THE STATION.
 KV6403'RM 2 IS THE NW CORNER OF SAME PLATE MENTIONED IN RM 1.  IT IS 1.00 M
 KV6403'(3.3 FT) NE FROM THE STATION.
 KV6403'RM 3 IS BASE OF RAILING POST OUTSHORE AND JUST UPSTREAM OF STATION.
 KV6403'IT IS 1.21 M (4.0 FT) WNW OF THE STATION.
 KV6403'RM 4 IS BASE OF RAIL POST OUTSHORE AND DOWNSTREAM.  IT IS 1.69 M
 KV6403'(5.5 FT) SW OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3077 ***********************************************************************
 JU3077  DESIGNATION -  IRISH
 JU3077  PID         -  JU3077
 JU3077  STATE/COUNTY-  NJ/CAMDEN
 JU3077  USGS QUAD   -  RUNNEMEDE (1994)
 JU3077
 JU3077                         *CURRENT SURVEY CONTROL
 JU3077  ___________________________________________________________________
 JU3077* NAD 83(1996)-  39 51 08.61164(N)    075 04 01.50508(W)     ADJUSTED  
 JU3077* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 JU3077  ___________________________________________________________________
 JU3077  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 JU3077  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JU3077
 JU3077  HORZ ORDER  -  FIRST
 JU3077
 JU3077.The horizontal coordinates were established by classical geodetic methods
 JU3077.and adjusted by the National Geodetic Survey in September 1999..
 JU3077
 JU3077.The orthometric height was scaled from a topographic map.
 JU3077
 JU3077.Photographs are available for this station.
 JU3077
 JU3077.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3077
 JU3077.The geoid height was determined by GEOID03.
 JU3077
 JU3077;                    North         East     Units Scale Factor Converg.
 JU3077;SPC NJ       -   113,280.556   101,475.047   MT  0.99992898   -0 21 48.2
 JU3077;SPC NJ       -   371,654.62    332,922.72   sFT  0.99992898   -0 21 48.2
 JU3077;SPC PA S     -    61,121.094   829,564.843   MT  1.00001364   +1 44 26.4
 JU3077;SPC PA S     -   200,528.12  2,721,663.99   sFT  1.00001364   +1 44 26.4
 JU3077;UTM  18      - 4,411,376.550   494,261.355   MT  0.99960041   -0 02 34.8
 JU3077
 JU3077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3077!SPC NJ       -   0.99999893  x   0.99992898  =   0.99992791
 JU3077!SPC PA S     -   0.99999893  x   1.00001364  =   1.00001257
 JU3077!UTM  18      -   0.99999893  x   0.99960041  =   0.99959934
 JU3077
 JU3077:                Primary Azimuth Mark                     Grid Az
 JU3077:SPC NJ       -  HADDON HEIGHTS EAST STANDPIPE            021 23 50.5
 JU3077:SPC PA S     -  HADDON HEIGHTS EAST STANDPIPE            019 17 35.9
 JU3077:UTM  18      -  HADDON HEIGHTS EAST STANDPIPE            021 04 37.1
 JU3077
 JU3077|---------------------------------------------------------------------|
 JU3077| PID    Reference Object                     Distance      Geod. Az  |
 JU3077|                                                           dddmmss.s |
 JU3077| JU3038 HADDON HEIGHTS EAST STANDPIPE       APPROX. 4.1 KM 0210202.3 |
 JU3077| JU3043 HADDONFIELD STANDPIPE               APPROX. 5.4 KM 0353738.0 |
 JU3077| JU3011 BERLIN STANDPIPE                    APPROX.11.3 KM 1131000.6 |
 JU3077| CB2116 IRISH RM 1                           50.496 METERS 16540     |
 JU3077| JU3078 LAKELAND CAMDEN CO INST STACK       APPROX. 7.3 KM 1821720.2 |
 JU3077| JU3076 RUNNEMEDE MUNICIPAL STANDPIPE         9.204 METERS 20410     |
 JU3077| JU3103 SEWELL MUNICIPAL STANDPIPE          APPROX.11.3 KM 2131541.4 |
 JU3077| JU3098 WENONAH MUNICIPAL STANDPIPE         APPROX. 9.5 KM 2281214.3 |
 JU3077| JU3085 CLARKSBORO EAST GREENWICH TANK      APPROX.14.7 KM 2464846.0 |
 JU3077| CB2117 IRISH RM 2                           38.246 METERS 25042     |
 JU3077| JU3095 WOODBURY COURTHOUSE CLOCK TWR       APPROX. 7.5 KM 2581507.7 |
 JU3077| JU3102 COLONIAL MANOR WATER TANK           APPROX. 6.6 KM 2720938.6 |
 JU3077| JU3092 NATIONAL PARK MUN STANDPIPE         APPROX. 9.9 KM 2783553.8 |
 JU3077| JU3163 WEST HORSESHOE FRONT RANGE          APPROX.12.2 KM 2862123.4 |
 JU3077| JU3079 WESTVILLE MUNICIPAL TANK            APPROX. 5.6 KM 2935255.2 |
 JU3077| JU3058 BROOKLAWN MUNICIPAL TANK            APPROX. 5.0 KM 3054059.6 |
 JU3077| JU3194 GLOUCESTER P AND J TANK             APPROX. 6.7 KM 3091556.3 |
 JU3077| JU3195 GLOUCESTER LANG PAPER CO STACK      APPROX. 6.7 KM 3093816.1 |
 JU3077| JU3048 GLOUCESTER ST MARYS CH SPIRE        APPROX. 6.8 KM 3164228.8 |
 JU3077| JU3189 GLOUCESTER WELSBACH CO TANK         APPROX. 7.5 KM 3190508.6 |
 JU3077| JU3188 GLOUCESTER WELSBACH CO STACK        APPROX. 7.6 KM 3191136.1 |
 JU3077| JU3055 GLOUCESTER MUNICIPAL STANDPIPE      APPROX. 6.5 KM 3194025.0 |
 JU3077| JU3050 CAMDEN SHIPBUILDING TANK            APPROX. 8.1 KM 3254453.9 |
 JU3077| JU3064 CAMDEN PUMPING STA 4 STANDPIPE      APPROX. 9.0 KM 3383737.3 |
 JU3077| JU3069 CAMDEN HIGH SCH TWR CEN FINIAL      APPROX. 9.6 KM 3434638.0 |
 JU3077| JU3023 COLLINGSWOOD WATER TANK             APPROX. 6.4 KM 3445239.0 |
 JU3077| JU3030 COLLINGSWOOD MUN STANDPIPE          APPROX. 7.0 KM 3583842.9 |
 JU3077|---------------------------------------------------------------------|
 JU3077
 JU3077                          SUPERSEDED SURVEY CONTROL
 JU3077
 JU3077  NAD 83(1991)-  39 51 08.60860(N)    075 04 01.50651(W) AD(       ) 1
 JU3077  NAD 83(1986)-  39 51 08.60481(N)    075 04 01.50841(W) AD(       ) 1
 JU3077  NAD 27      -  39 51 08.20100(N)    075 04 02.87500(W) AD(       ) 1
 JU3077
 JU3077.Superseded values are not recommended for survey control.
 JU3077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3077.See file dsdata.txt to determine how the superseded data were derived.
 JU3077
 JU3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9426111377(NAD 83)
 JU3077_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JU3077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU3077_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3077+STABILITY: SURFACE MOTION
 JU3077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3077+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2002
 JU3077
 JU3077  HISTORY     - Date     Condition        Report By
 JU3077  HISTORY     - 1933     MONUMENTED       CGS
 JU3077  HISTORY     - 1946     GOOD             CGS
 JU3077  HISTORY     - 1984     GOOD             PADT
 JU3077  HISTORY     - 19980211 MARK NOT FOUND   USPSQD
 JU3077  HISTORY     - 20020607 GOOD             INDIV
 JU3077
 JU3077                          STATION DESCRIPTION
 JU3077
 JU3077'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3077'THIS STATION IS ON PROPERTY OWNED BY THE NEW JERSEY WATER
 JU3077'COMPANY, 1/2 MILE NE OF RUNNEMEDE, 4-3/4 MILES ENE OF WOODBURY,
 JU3077'AND 4-3/4 MILES SE OF GLOUCESTER, ON A HILL KNOWN LOCALLY AS
 JU3077'IRISH HILL.  THE STATION IS JUST NE OF A LARGE SILVER
 JU3077'STANDPIPE OWNED BY THE NEW JERSEY WATER COMPANY.  IT IS 12.5
 JU3077'FEET NE OF THE NEAREST POINT OF THE STANDPIPE.  197 FEET SE OF
 JU3077'THE SE CURB OF CLEMENTS BRIDGE DRIVE STATE HIGHWAY 41, AND 100
 JU3077'FEET SSW OF THE S CORNER OF AN ATLANTIC ICE COMPANY PLANT.
 JU3077'THE MARK PROJECTS 2 INCHES.
 JU3077'
 JU3077'TO REACH THE STATION FROM CAMDEN, FOLLOW ROUTE 42 S TO THE
 JU3077'JUNCTION WITH ROUTE 41 IN RUNNEMEDE, THEN NE ON ROUTE 41 0.4
 JU3077'MILE TO THE STANDPIPE AND THE STATION.
 JU3077'
 JU3077'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 JU3077'
 JU3077'REFERENCE MARK NO.1 IS S OF THE STATION.  IT IS A STANDARD
 JU3077'DISK SET IN THE CONCRETE CURB OF THE SHORT STREET LEADING UP TO THE
 JU3077'STANDPIPE AND THE GRAVEL PITS TO THE SE.  THE MARK IS 5.5 FEET
 JU3077'NW OF THE END OF THE CURB.  3 FEET NE OF THE NE EDGE OF THE
 JU3077'SIDEWALK.  AND 125 FEET S OF THE NEAREST POINT OF THE STANDPIPE.
 JU3077'
 JU3077'REFERENCE MARK NO.2 IS W OF THE STATION, AND IS ALSO SET IN
 JU3077'THE SAME CURB.  IT IS 20 FEET SW OF THE CENTER OF THE STREET.  89
 JU3077'FEET W OF THE NEAREST POINT OF THE STANDPIPE.  AND 144 FEET
 JU3077'SE OF THE SE CURB OF CLEMENTS BRIDGE ROAD.
 JU3077
 JU3077                          STATION RECOVERY (1946)
 JU3077
 JU3077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3077'STATION MARK RECOVERED IN GOOD CONDITION.  THE ORIGINAL 1933
 JU3077'DESCRIPTION IS ADEQUATE, EXCEPT FOR THE FOLLOWING CHANGES--
 JU3077'
 JU3077'CHANGE CLEMENTS BRIDGE DRIVE TO CLEMENTS BRIDGE ROAD.
 JU3077'
 JU3077'ADD STATION IS ABOUT 175 FEET W OF INTERSECTION OF CLEMENTS
 JU3077'BRIDGE ROAD AND HILL ROAD.
 JU3077'
 JU3077'ADD ROUTE 41 IS ALSO CLEMENTS BRIDGE ROAD.
 JU3077'
 JU3077'DELETE REFERENCE TO REFERENCE MARKS 1 AND 2.  IT IS
 JU3077'BELIEVED THAT THESE REFERENCE MARKS HAVE BEEN DESTROYED, DUE
 JU3077'TO EROSION FOLLOWING STOPPAGE OF CONSTRUCTION ON ROAD.  NO
 JU3077'TRACE OF THE REFERENCE MARKS COULD BE FOUND AFTER A 2-HOUR SEARCH.
 JU3077
 JU3077                          STATION RECOVERY (1984)
 JU3077
 JU3077'RECOVERY NOTE BY PA DEPT OF TRANSP 1984 (RBG)
 JU3077'THE STATION WAS RECOVERED AT THIS DATE.
 JU3077'THE STATION AND RM 2 WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 JU3077'CONDITION.  RM 1 WAS NOT FOUND AND BELIEVED TO BE DESTROYED.  NO
 JU3077'CURBING EXISTS IN THE AREA WHERE RM 1 IS SUPPOSED TO BE LOCATED.
 JU3077'THE DISTANCE BETWEEN THE STATION AND RM 2 WAS MEASURED AND FOUND TO
 JU3077'BE 125.41 FEET, 0.07 FOOT SHORTER THAN PREVIOUS DATA.
 JU3077'THE TO REACH IS ADEQUATE WITH THE FOLLOWING EXCEPTION. ROUTE 42 IS
 JU3077'NOW COUNTY HIGHWAY 168.
 JU3077'
 JU3077'DESCRIBED BY R. B. GROSSER.
 JU3077
 JU3077                          STATION RECOVERY (1998)
 JU3077
 JU3077'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3077'MARK NOT FOUND.
 JU3077
 JU3077                          STATION RECOVERY (2002)
 JU3077
 JU3077'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 JU3077'THE PROPERTY THIS STATION IS LOCATED ON IS OWNED BY THE NJ AMERICAN
 JU3077'WATER COMPANY. THEY HAVE FENCED AND LOCKED THE PROPERTY  TO PROTECT IT
 JU3077'FROM VANDALS. THE STATION IS VISABLE AND INTACT. AN ATTEMPT BY THIS
 JU3077'INDIVIDUAL TO CONTACT THEM ELECTRONICALLY FOR ACCESS WENT UNANSWERED.
 JU3077'NO EVIDENCE OF REFERENCE MARKS WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5641 ***********************************************************************
 KV5641  DESIGNATION -  IRON
 KV5641  PID         -  KV5641
 KV5641  STATE/COUNTY-  NJ/BURLINGTON
 KV5641  USGS QUAD   -  BRISTOL (1981)
 KV5641
 KV5641                         *CURRENT SURVEY CONTROL
 KV5641  ___________________________________________________________________
 KV5641* NAD 83(1996)-  40 05 13.56860(N)    074 50 27.29646(W)     ADJUSTED  
 KV5641* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5641  ___________________________________________________________________
 KV5641  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 KV5641  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV5641
 KV5641  HORZ ORDER  -  SECOND
 KV5641
 KV5641.The horizontal coordinates were established by classical geodetic methods
 KV5641.and adjusted by the National Geodetic Survey in September 1999..
 KV5641
 KV5641.The orthometric height was scaled from a topographic map.
 KV5641
 KV5641.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5641
 KV5641.The geoid height was determined by GEOID03.
 KV5641
 KV5641;                    North         East     Units Scale Factor Converg.
 KV5641;SPC NJ       -   139,240.592   120,927.796   MT  0.99991040   -0 13 10.3
 KV5641;SPC NJ       -   456,825.18    396,743.94   sFT  0.99991040   -0 13 10.3
 KV5641;SPC PA S     -    87,780.361   848,052.055   MT  0.99997952   +1 53 14.6
 KV5641;SPC PA S     -   287,992.73  2,782,317.45   sFT  0.99997952   +1 53 14.6
 KV5641;UTM  18      - 4,437,436.929   513,562.123   MT  0.99960226   +0 06 08.8
 KV5641
 KV5641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5641!SPC NJ       -   1.00000505  x   0.99991040  =   0.99991544
 KV5641!SPC PA S     -   1.00000505  x   0.99997952  =   0.99998457
 KV5641!UTM  18      -   1.00000505  x   0.99960226  =   0.99960730
 KV5641
 KV5641|---------------------------------------------------------------------|
 KV5641| PID    Reference Object                     Distance      Geod. Az  |
 KV5641|                                                           dddmmss.s |
 KV5641| KV5645 STATION E USE 1935                  209.454 METERS 03646     |
 KV5641| CB5204 IRON RM 1                            18.100 METERS 11433     |
 KV5641| CB5205 IRON RM 2                            18.618 METERS 21734     |
 KV5641| KV5640 STATION D USE 1935                  137.252 METERS 21758     |
 KV5641| KV5610 BURLINGTON ST PAULS CH SPIRE        APPROX. 1.4 KM 2332554.1 |
 KV5641|---------------------------------------------------------------------|
 KV5641
 KV5641                          SUPERSEDED SURVEY CONTROL
 KV5641
 KV5641  NAD 83(1986)-  40 05 13.56831(N)    074 50 27.29647(W) AD(       ) 2
 KV5641  NAD 27      -  40 05 13.17000(N)    074 50 28.70200(W) AD(       ) 2
 KV5641
 KV5641.Superseded values are not recommended for survey control.
 KV5641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5641.See file dsdata.txt to determine how the superseded data were derived.
 KV5641
 KV5641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1356237437(NAD 83)
 KV5641_MARKER: DS = TRIANGULATION STATION DISK
 KV5641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5641
 KV5641  HISTORY     - Date     Condition        Report By
 KV5641  HISTORY     - 1935     MONUMENTED       CGS
 KV5641  HISTORY     - 1947     GOOD             CGS
 KV5641  HISTORY     - 19900524 MARK NOT FOUND   NJGS
 KV5641
 KV5641                          STATION DESCRIPTION
 KV5641
 KV5641'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5641'AT E BURLINGTON, ON U.S. PIPE AND FOUNDRY COMPANY DOCK JUST W
 KV5641'OF ELEVATED CRANEWAY, 4.10 METERS W OF NW CONCRETE FOOTING OF
 KV5641'CRANEWAY, 1.15 METERS N OF N RAIL OF TRACK, 0.82 METER S OF INSIDE
 KV5641'EDGE OF BULKHEAD.
 KV5641'
 KV5641'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 KV5641'IN CONCRETE AS DESCRIBED IN NOTES 1A AND 7A.
 KV5641'
 KV5641'REFERENCE MARK NO. 1 IS A STANDARD TABLET ON TOP OF THIRD CONCRETE
 KV5641'FOOTING S OF BULKHEAD LINE.  REFERENCE MARK NO. 2 IS A STANDARD
 KV5641'TABLET IN TOP OF SECOND MOORING POST FOOTING W OF STATION.
 KV5641'
 KV5641'MAIN SCHEME STATION.
 KV5641'
 KV5641'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV5641
 KV5641                          STATION RECOVERY (1947)
 KV5641
 KV5641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5641'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5641'ADEQUATE.
 KV5641
 KV5641                          STATION RECOVERY (1990)
 KV5641
 KV5641'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV5641'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV5641'SEARCH BY A ONE MAN PARTY.  THE DOCK AT THE U.S.  PIPE AND FOUNDRY
 KV5641'COMPANY HAS COLLAPSED AND THE ELEVATED CRANEWAY PREVIOUSLY DESCRIBED
 KV5641'HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6853 ***********************************************************************
 KV6853  DESIGNATION -  IRVING
 KV6853  PID         -  KV6853
 KV6853  STATE/COUNTY-  NJ/ESSEX
 KV6853  USGS QUAD   -  ELIZABETH (1995)
 KV6853
 KV6853                         *CURRENT SURVEY CONTROL
 KV6853  ___________________________________________________________________
 KV6853* NAD 83(1996)-  40 43 49.54766(N)    074 13 23.12648(W)     ADJUSTED  
 KV6853* NAVD 88     -        44.1    (meters)     145.     (feet)  GPS OBS   
 KV6853  ___________________________________________________________________
 KV6853  X           -   1,316,010.119 (meters)                     COMP
 KV6853  Y           -  -4,657,845.241 (meters)                     COMP
 KV6853  Z           -   4,139,791.595 (meters)                     COMP
 KV6853  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 KV6853  ELLIP HEIGHT-          11.62  (meters)          (10/23/02) GPS OBS
 KV6853  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV6853
 KV6853  HORZ ORDER  -  FIRST
 KV6853  ELLP ORDER  -  FOURTH    CLASS I
 KV6853
 KV6853.The horizontal coordinates were established by GPS observations
 KV6853.and adjusted by the National Geodetic Survey in May 1999..
 KV6853
 KV6853.The orthometric height was determined by GPS observations and a
 KV6853.high-resolution geoid model.
 KV6853
 KV6853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6853
 KV6853.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6853
 KV6853.The ellipsoidal height was determined by GPS observations
 KV6853.and is referenced to NAD 83.
 KV6853
 KV6853.The geoid height was determined by GEOID03.
 KV6853
 KV6853;                    North         East     Units Scale Factor Converg.
 KV6853;SPC NJ       -   210,651.329   173,390.152   MT  0.99990673   +0 10 50.5
 KV6853;SPC NJ       -   691,111.90    568,864.19   sFT  0.99990673   +0 10 50.5
 KV6853;UTM  18      - 4,509,123.161   565,605.047   MT  0.99965298   +0 30 25.0
 KV6853
 KV6853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6853!SPC NJ       -   0.99999818  x   0.99990673  =   0.99990491
 KV6853!UTM  18      -   0.99999818  x   0.99965298  =   0.99965116
 KV6853
 KV6853                          SUPERSEDED SURVEY CONTROL
 KV6853
 KV6853  ELLIP H (05/14/99)   11.64   (m)                       GP(       ) 4 1
 KV6853  NAD 83(1996)-  40 43 49.54737(N)    074 13 23.12679(W) AD(       ) 1
 KV6853  NAD 83(1986)-  40 43 49.54608(N)    074 13 23.12852(W) AD(       ) 1
 KV6853
 KV6853.Superseded values are not recommended for survey control.
 KV6853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6853.See file dsdata.txt to determine how the superseded data were derived.
 KV6853
 KV6853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6560509123(NAD 83)
 KV6853_MARKER: DD = SURVEY DISK
 KV6853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6853_SP_SET: CONCRETE POST
 KV6853_STAMPING: IRVING 1991
 KV6853_MARK LOGO: NJHA  
 KV6853_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6853+STABILITY: SURFACE MOTION
 KV6853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6853+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1992
 KV6853
 KV6853  HISTORY     - Date     Condition        Report By
 KV6853  HISTORY     - 1991     MONUMENTED       NJDT
 KV6853  HISTORY     - 19920423 GOOD             NJGS
 KV6853
 KV6853                          STATION DESCRIPTION
 KV6853
 KV6853'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6853'THE STATION IS LOCATED IN THE TOWN OF IRVINGTON ON THE WEST SIDE OF
 KV6853'THE SOUTHBOUND LANES OF THE GARDEN STATE PARKWAY AT MILEPOINT 144.9,
 KV6853'SET FLUSH WITH THE GROUND ON THE TOP OF A GRASSY KNOLL ABOUT 0.1 MI
 KV6853'(0.2 KM) NORTHEAST FROM THE MADISON AVENUE OVERPASS AND SOUTHEAST OF
 KV6853'WESTERN PARKWAY.  THE STATION IS ALSO ABOUT 0.2 MI (0.3 KM) SOUTHWEST
 KV6853'FROM THE EXIT RAMP LEADING FROM THE SOUTHBOUND LANES TO WESTERN
 KV6853'PARKWAY AT EXIT 143.  THE STATION IS 6.0 M (19.7 FT) SOUTHEAST FROM
 KV6853'AND NORMAL TO A 5 FT (1.5 M) HIGH CHAIN LINK FENCE AT THE CURBLINE OF
 KV6853'WESTERN PARKWAY, 25.3 M (83.0 FT) SOUTHWEST FROM A POLE WITH NO NAME
 KV6853'WITH LIGHT ATTACHED ON THE EAST SIDE OF WESTERN PARKWAY AND 20.0 M
 KV6853'(65.6 FT) NORTHEAST FROM POLE NUMBER 3345.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6999 ***********************************************************************
 KV6999  DESIGNATION -  ISELIN 1
 KV6999  PID         -  KV6999
 KV6999  STATE/COUNTY-  NJ/MIDDLESEX
 KV6999  USGS QUAD   -  PERTH AMBOY (1981)
 KV6999
 KV6999                         *CURRENT SURVEY CONTROL
 KV6999  ___________________________________________________________________
 KV6999* NAD 83(1996)-  40 34 12.46915(N)    074 19 40.01351(W)     ADJUSTED  
 KV6999* NAVD 88     -        20.3    (meters)      67.     (feet)  GPS OBS   
 KV6999  ___________________________________________________________________
 KV6999  X           -   1,310,624.716 (meters)                     COMP
 KV6999  Y           -  -4,671,389.625 (meters)                     COMP
 KV6999  Z           -   4,126,270.517 (meters)                     COMP
 KV6999  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 KV6999  ELLIP HEIGHT-         -12.34  (meters)          (10/23/02) GPS OBS
 KV6999  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KV6999
 KV6999  HORZ ORDER  -  FIRST
 KV6999  ELLP ORDER  -  FOURTH    CLASS I
 KV6999
 KV6999.The horizontal coordinates were established by GPS observations
 KV6999.and adjusted by the National Geodetic Survey in May 1999..
 KV6999
 KV6999.The orthometric height was determined by GPS observations and a
 KV6999.high-resolution geoid model.
 KV6999
 KV6999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6999
 KV6999.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6999
 KV6999.The ellipsoidal height was determined by GPS observations
 KV6999.and is referenced to NAD 83.
 KV6999
 KV6999.The geoid height was determined by GEOID03.
 KV6999
 KV6999;                    North         East     Units Scale Factor Converg.
 KV6999;SPC NJ       -   192,829.668   164,581.907   MT  0.99990262   +0 06 43.2
 KV6999;SPC NJ       -   632,642.00    539,965.81   sFT  0.99990262   +0 06 43.2
 KV6999;SPC NY L     -    44,854.666   272,243.524   MT  1.00000677   -0 12 51.8
 KV6999;SPC NY L     -   147,160.68    893,185.63   sFT  1.00000677   -0 12 51.8
 KV6999;UTM  18      - 4,491,256.329   556,900.510   MT  0.99963985   +0 26 13.9
 KV6999
 KV6999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6999!SPC NJ       -   1.00000194  x   0.99990262  =   0.99990456
 KV6999!SPC NY L     -   1.00000194  x   1.00000677  =   1.00000871
 KV6999!UTM  18      -   1.00000194  x   0.99963985  =   0.99964179
 KV6999
 KV6999:                Primary Azimuth Mark                     Grid Az
 KV6999:SPC NJ       -  ISELIN 2                                 329 54 25.4
 KV6999:SPC NY L     -  ISELIN 2                                 330 14 00.4
 KV6999:UTM  18      -  ISELIN 2                                 329 34 54.7
 KV6999
 KV6999|---------------------------------------------------------------------|
 KV6999| PID    Reference Object                     Distance      Geod. Az  |
 KV6999|                                                           dddmmss.s |
 KV6999| KV7000 ISELIN 2                            417.761 METERS 3300108.6 |
 KV6999|---------------------------------------------------------------------|
 KV6999
 KV6999                          SUPERSEDED SURVEY CONTROL
 KV6999
 KV6999  ELLIP H (05/14/99)  -12.33   (m)                       GP(       ) 4 1
 KV6999  NAD 83(1996)-  40 34 12.46880(N)    074 19 40.01397(W) AD(       ) 1
 KV6999  NAD 83(1992)-  40 34 12.46772(N)    074 19 40.01352(W) AD(       ) 1
 KV6999  ELLIP H (04/25/94)  -12.40   (m)                       GP(       ) 3 1
 KV6999
 KV6999.Superseded values are not recommended for survey control.
 KV6999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6999.See file dsdata.txt to determine how the superseded data were derived.
 KV6999
 KV6999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5690191256(NAD 83)
 KV6999_MARKER: DD = SURVEY DISK
 KV6999_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6999_SP_SET: BRIDGE SIDEWALK
 KV6999_STAMPING: ISELIN 1 1991
 KV6999_MARK LOGO: NJHA  
 KV6999_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6999+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1994
 KV6999
 KV6999  HISTORY     - Date     Condition        Report By
 KV6999  HISTORY     - 1991     MONUMENTED       NJHA
 KV6999  HISTORY     - 19930430 GOOD
 KV6999  HISTORY     - 19940427 GOOD             NJGS
 KV6999
 KV6999                          STATION DESCRIPTION
 KV6999
 KV6999'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 KV6999'THE STATION IS LOCATED IN ISELIN, WOODBRIDGE TOWNSHIP ON THE NORTH
 KV6999'SIDEWALK OF THE BRIDGE CARRYING ROUTE 27 OVER THE GARDEN STATE
 KV6999'PARKWAY AT INTERCHANGE 131.  TO REACH THE STATION FROM THE SOUTHBOUND
 KV6999'LANES OF THE GARDEN STATE PARKWAY, TAKE THE INTERCHANGE 131 EXIT RAMP
 KV6999'TO THE INTERSECTION WITH ROUTE 27, TURN RIGHT AND GO 0.05 MI
 KV6999'(0.08 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN THE BRIDGE
 KV6999'SIDEWALK OVER THE CENTER PIER. THE STATION IS 3.2 FT (1.0 M) NORTH
 KV6999'FROM THE NORTH CURB OF ROUTE 27 AND 80.0 FT (24.4 M) WEST FROM THE
 KV6999'JOINT AT THE EAST ABUTMENT OF THE BRIDGE.
 KV6999
 KV6999                          STATION RECOVERY (1993)
 KV6999
 KV6999'RECOVERED 1993
 KV6999'RECOVERED IN GOOD CONDITION.
 KV6999
 KV6999                          STATION RECOVERY (1994)
 KV6999
 KV6999'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 KV6999'THE STATION IS LOCATED IN ISELIN IN WOODBRIDGE TOWNSHIP ON THE NORTH
 KV6999'SIDEWALK OF THE BRIDGE CARRYING STATE ROUTE 27 OVER THE GARDEN STATE
 KV6999'PARKWAY AT INTERCHANGE 131.  TO REACH THE STATION FROM THE SOUTHBOUND
 KV6999'LANES OF THE GARDEN STATE PARKWAY, TAKE THE INTERCHANGE 131 EXIT RAMP
 KV6999'TO THE INTERSECTION WITH ROUTE 27.  TURN RIGHT AND GO 0.05 MI (0.08
 KV6999'KM) TO THE STATION ON THE RIGHT, SET FLUSH IN THE BRIDGE SIDEWALK OVER
 KV6999'THE CENTER PIER.  THE STATION IS 3.2 FT (1.0 M) NORTH FROM THE NORTH
 KV6999'CURB OF ROUTE 27 AND 80.0 FT (24.4 M) WEST FROM THE JOINT AT THE EAST
 KV6999'ABUTMENT OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7000 ***********************************************************************
 KV7000  DESIGNATION -  ISELIN 2
 KV7000  PID         -  KV7000
 KV7000  STATE/COUNTY-  NJ/MIDDLESEX
 KV7000  USGS QUAD   -  PERTH AMBOY (1981)
 KV7000
 KV7000                         *CURRENT SURVEY CONTROL
 KV7000  ___________________________________________________________________
 KV7000* NAD 83(1996)-  40 34 24.20026(N)    074 19 48.88901(W)     ADJUSTED  
 KV7000* NAVD 88     -        31.7    (meters)     104.     (feet)  GPS OBS   
 KV7000  ___________________________________________________________________
 KV7000  X           -   1,310,362.476 (meters)                     COMP
 KV7000  Y           -  -4,671,227.742 (meters)                     COMP
 KV7000  Z           -   4,126,552.789 (meters)                     COMP
 KV7000  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 KV7000  ELLIP HEIGHT-          -0.95  (meters)          (10/23/02) GPS OBS
 KV7000  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KV7000
 KV7000  HORZ ORDER  -  FIRST
 KV7000  ELLP ORDER  -  FOURTH    CLASS I
 KV7000
 KV7000.The horizontal coordinates were established by GPS observations
 KV7000.and adjusted by the National Geodetic Survey in May 1999..
 KV7000
 KV7000.The orthometric height was determined by GPS observations and a
 KV7000.high-resolution geoid model.
 KV7000
 KV7000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7000
 KV7000.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7000
 KV7000.The ellipsoidal height was determined by GPS observations
 KV7000.and is referenced to NAD 83.
 KV7000
 KV7000.The geoid height was determined by GEOID03.
 KV7000
 KV7000;                    North         East     Units Scale Factor Converg.
 KV7000;SPC NJ       -   193,191.085   164,372.460   MT  0.99990254   +0 06 37.5
 KV7000;SPC NJ       -   633,827.75    539,278.65   sFT  0.99990254   +0 06 37.5
 KV7000;SPC NY L     -    45,217.308   272,036.119   MT  1.00000650   -0 12 57.6
 KV7000;SPC NY L     -   148,350.45    892,505.17   sFT  1.00000650   -0 12 57.6
 KV7000;UTM  18      - 4,491,616.456   556,689.071   MT  0.99963956   +0 26 08.3
 KV7000
 KV7000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7000!SPC NJ       -   1.00000015  x   0.99990254  =   0.99990269
 KV7000!SPC NY L     -   1.00000015  x   1.00000650  =   1.00000665
 KV7000!UTM  18      -   1.00000015  x   0.99963956  =   0.99963971
 KV7000
 KV7000:                Primary Azimuth Mark                     Grid Az
 KV7000:SPC NJ       -  ISELIN 1                                 149 54 25.4
 KV7000:SPC NY L     -  ISELIN 1                                 150 14 00.5
 KV7000:UTM  18      -  ISELIN 1                                 149 34 54.6
 KV7000
 KV7000|---------------------------------------------------------------------|
 KV7000| PID    Reference Object                     Distance      Geod. Az  |
 KV7000|                                                           dddmmss.s |
 KV7000| KV6999 ISELIN 1                            417.761 METERS 1500102.9 |
 KV7000|---------------------------------------------------------------------|
 KV7000
 KV7000                          SUPERSEDED SURVEY CONTROL
 KV7000
 KV7000  NAD 83(1996)-  40 34 24.19990(N)    074 19 48.88947(W) AD(       ) 1
 KV7000  NAD 83(1992)-  40 34 24.19887(N)    074 19 48.88900(W) AD(       ) 1
 KV7000  ELLIP H (04/25/94)   -1.01   (m)                       GP(       ) 3 1
 KV7000
 KV7000.Superseded values are not recommended for survey control.
 KV7000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7000.See file dsdata.txt to determine how the superseded data were derived.
 KV7000
 KV7000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5668991616(NAD 83)
 KV7000_MARKER: DD = SURVEY DISK
 KV7000_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV7000_SP_SET: BRIDGE SIDEWALK
 KV7000_STAMPING: ISELIN 2 1991
 KV7000_MARK LOGO: NJHA  
 KV7000_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV7000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7000+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1994
 KV7000
 KV7000  HISTORY     - Date     Condition        Report By
 KV7000  HISTORY     - 1991     MONUMENTED       NJHA
 KV7000  HISTORY     - 19930429 GOOD
 KV7000  HISTORY     - 19940427 GOOD             NJGS
 KV7000
 KV7000                          STATION DESCRIPTION
 KV7000
 KV7000'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 KV7000'THE STATION IS LOCATED IN ISELIN, WOODBRIDGE TOWNSHIP, ON THE NORTH
 KV7000'SIDEWALK OF THE BRIDGE CARRYING OAK TREE ROAD OVER THE GARDEN STATE
 KV7000'PARKWAY.  TO REACH THE STATION FROM THE SOUTHBOUND LANES OF THE
 KV7000'GARDEN STATE PARKWAY, TAKE THE EXIT RAMP AT INTERCHANGE 131 TO THE
 KV7000'INTERSECTION WITH ROUTE 27, TURN RIGHT AND GO WEST ON ROUTE 27 FOR
 KV7000'0.2 MI (0.3 KM) TO THE INTERSECTION OF MAGNOLIA ROAD, TURN RIGHT, GO
 KV7000'0.4 MI (0.6 KM) ON MAGNOLIA ROAD TO THE INTERSECTION WITH OAK TREE
 KV7000'ROAD, TURN RIGHT AND GO EAST ON OAK TREE ROAD 0.1 MI (0.2 KM) TO THE
 KV7000'STATION ON THE LEFT, SET FLUSH IN THE BRIDGE SIDEWALK OF THE WESTERLY
 KV7000'SPAN.  THE STATION IS 3.6 FT (1.1 M) NORTH FROM THE NORTH CURB OF OAK
 KV7000'TREE ROAD AND 103.5 FT (31.5 M) EAST FROM POLE NUMBER 14464.
 KV7000
 KV7000                          STATION RECOVERY (1993)
 KV7000
 KV7000'RECOVERED 1993
 KV7000'RECOVERED IN GOOD CONDITION.
 KV7000
 KV7000                          STATION RECOVERY (1994)
 KV7000
 KV7000'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 KV7000'THE STATION IS LOCATED IN ISELIN IN WOODBRIDGE TOWNSHIP, ON THE NORTH
 KV7000'SIDEWALK OF THE BRIDGE CARRYING OAK TREE ROAD OVER THE GARDEN STATE
 KV7000'PARKWAY.  TO REACH THE STATION FROM THE SOUTHBOUND LANES OF THE GARDEN
 KV7000'STATE PARKWAY, TAKE THE EXIT RAMP AT INTERCHANGE 131 TO THE
 KV7000'INTERSECTION WITH STATE ROUTE 27.  TURN RIGHT AND GO WEST ON STATE
 KV7000'ROUTE 27 FOR 0.2 MI (0.3 KM) TO THE INTERSECTION WITH MAGNOLIA ROAD.
 KV7000'TURN RIGHT AND GO NORTH FOR 0.4 MI (0.6 KM) ON MAGNOLIA ROAD TO THE
 KV7000'INTERSECTION WITH OAK TREE ROAD.  TURN RIGHT AND GO EAST ON OAK TREE
 KV7000'ROAD FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT, SET FLUSH IN THE
 KV7000'BRIDGE SIDEWALK AT THE WEST END OF THE BRIDGE.  THE STATION IS 3.6 FT
 KV7000'(1.1 M) NORTH FROM THE NORTH CURB OF OAK TREE ROAD AND 103.5 FT (31.5
 KV7000'M) EAST FROM POLE NUMBER 14464.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2617 ***********************************************************************
 JU2617  DESIGNATION -  ISLAND BEACH CG LOOKOUT SPIRE
 JU2617  PID         -  JU2617
 JU2617  STATE/COUNTY-  NJ/OCEAN
 JU2617  USGS QUAD   -  SEASIDE PARK (1989)
 JU2617
 JU2617                         *CURRENT SURVEY CONTROL
 JU2617  ___________________________________________________________________
 JU2617* NAD 83(1996)-  39 53 44.42248(N)    074 04 54.76677(W)     ADJUSTED  
 JU2617* NAVD 88     -                                                        
 JU2617  ___________________________________________________________________
 JU2617  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 JU2617  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JU2617
 JU2617  HORZ ORDER  -  THIRD
 JU2617
 JU2617.The horizontal coordinates were established by classical geodetic methods
 JU2617.and adjusted by the National Geodetic Survey in September 1999..
 JU2617
 JU2617
 JU2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2617
 JU2617.The geoid height was determined by GEOID03.
 JU2617
 JU2617;                    North         East     Units Scale Factor Converg.
 JU2617;SPC NJ       -   118,015.431   185,755.668   MT  0.99991573   +0 16 05.5
 JU2617;SPC NJ       -   387,188.96    609,433.39   sFT  0.99991573   +0 16 05.5
 JU2617;UTM  18      - 4,416,581.409   578,490.218   MT  0.99967584   +0 35 20.1
 JU2617
 JU2617                          SUPERSEDED SURVEY CONTROL
 JU2617
 JU2617  NAD 83(1986)-  39 53 44.41567(N)    074 04 54.76115(W) AD(       ) 4
 JU2617  NAD 27      -  39 53 43.98900(N)    074 04 56.27500(W) AD(       ) 3
 JU2617
 JU2617.Superseded values are not recommended for survey control.
 JU2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2617.See file dsdata.txt to determine how the superseded data were derived.
 JU2617
 JU2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7849016581(NAD 83)
 JU2617_MARKER: 86 = CUPOLA
 JU2617_SETTING: 0 = UNSPECIFIED SETTING
 JU2617
 JU2617  HISTORY     - Date     Condition        Report By
 JU2617  HISTORY     - 1926     FIRST OBSERVED   CGS
 JU2617  HISTORY     - 1962     GOOD             CGS
 JU2617  HISTORY     - 1973     GOOD             NGS
 JU2617  HISTORY     - 1984     GOOD             USPSQD
 JU2617  HISTORY     - 19940808 GOOD             USPSQD
 JU2617
 JU2617                          STATION DESCRIPTION
 JU2617
 JU2617'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (WHB)
 JU2617'STATION IS ON ISLAND BEACH ABOUT 9 MILES N OF BARNEGAT INLET
 JU2617'AND 1-1/2 MILES S OF THE SEASIDE PARK, PENNSYLVANIA RAILROAD
 JU2617'PASSENGER STATION.  THE STATION IS THE CENTER OF THE CUPOLA OF
 JU2617'THE MAIN BUILDING.
 JU2617
 JU2617                          STATION RECOVERY (1962)
 JU2617
 JU2617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2617'RECOVERED IN GOOD CONDITION.  IT IS NOW IN USE BY THE STATE OF
 JU2617'NEW JERSEY.
 JU2617'
 JU2617'TO REACH FROM THE ENTRANCE TO THE PARK, GO SOUTH FOR 0.8 MILE
 JU2617'TO THE STATION ON THE LEFT.
 JU2617
 JU2617                          STATION RECOVERY (1973)
 JU2617
 JU2617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (NAP)
 JU2617'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE BUILDING
 JU2617'IS STILL USED BY THE STATE OF N.J. FOR PARK MAINTENANCE EQUIPMENT.
 JU2617'
 JU2617'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2617'1.5 N.M. SOUTH OF SEASIDE PARK, N.J..
 JU2617
 JU2617                          STATION RECOVERY (1984)
 JU2617
 JU2617'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 JU2617'STATION FOUND GOOD.
 JU2617'
 JU2617'STATION RECOVERED IN GOOD CONDITION.
 JU2617'NOW BEING USED BY STATE OF N.J.
 JU2617
 JU2617                          STATION RECOVERY (1994)
 JU2617
 JU2617'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU2617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2658 ***********************************************************************
 JU2658  DESIGNATION -  ISLAND HEIGHTS STANDPIPE
 JU2658  PID         -  JU2658
 JU2658  STATE/COUNTY-  NJ/OCEAN
 JU2658  USGS QUAD   -  TOMS RIVER (1989)
 JU2658
 JU2658                         *CURRENT SURVEY CONTROL
 JU2658  ___________________________________________________________________
 JU2658* NAD 83(1996)-  39 56 34.70091(N)    074 08 47.65104(W)     ADJUSTED  
 JU2658* NAVD 88     -                                                        
 JU2658  ___________________________________________________________________
 JU2658  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 JU2658  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JU2658
 JU2658  HORZ ORDER  -  THIRD
 JU2658
 JU2658.The horizontal coordinates were established by classical geodetic methods
 JU2658.and adjusted by the National Geodetic Survey in September 1999..
 JU2658
 JU2658
 JU2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2658
 JU2658.The geoid height was determined by GEOID03.
 JU2658
 JU2658;                    North         East     Units Scale Factor Converg.
 JU2658;SPC NJ       -   123,242.850   180,202.879   MT  0.99991123   +0 13 36.9
 JU2658;SPC NJ       -   404,339.25    591,215.61   sFT  0.99991123   +0 13 36.9
 JU2658;UTM  18      - 4,421,776.386   572,909.596   MT  0.99966544   +0 32 52.6
 JU2658
 JU2658                          SUPERSEDED SURVEY CONTROL
 JU2658
 JU2658  NAD 83(1986)-  39 56 34.69453(N)    074 08 47.64686(W) AD(       ) 4
 JU2658  NAD 27      -  39 56 34.27600(N)    074 08 49.13200(W) AD(       ) 3
 JU2658
 JU2658.Superseded values are not recommended for survey control.
 JU2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2658.See file dsdata.txt to determine how the superseded data were derived.
 JU2658
 JU2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7291021776(NAD 83)
 JU2658_MARKER: 52 = STANDPIPE TANK
 JU2658
 JU2658  HISTORY     - Date     Condition        Report By
 JU2658  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU2658  HISTORY     - 1951     GOOD             CGS
 JU2658  HISTORY     - 1967     GOOD             CGS
 JU2658  HISTORY     - 1967     GOOD             CGS
 JU2658  HISTORY     - 1984     GOOD             USPSQD
 JU2658  HISTORY     - 1991     GOOD             USPSQD
 JU2658  HISTORY     - 19940812 GOOD             USPSQD
 JU2658
 JU2658                          STATION DESCRIPTION
 JU2658
 JU2658'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2658'STATION WAS LOCATED BY, BUT NOT DESCRIBED BY C.D. MEANEY IN
 JU2658'1932.  IT WAS RELOCATED BY THIS PARTY AS AN INTERSECTION
 JU2658'TRIANGULATION STATION.  THE STATION IS LOCATED ON THE W SIDE OF
 JU2658'BARNEGAT BAY AND THE N SIDE OF TOMS RIVER IN THE CITY OF ISLAND
 JU2658'HEIGHTS.  IT IS ON THE N SIDE OF VAN SANT AVENUE, ABOUT 100
 JU2658'METERS W OF LAUREL AVENUE.  THE STATION IS THE CENTER OF THE
 JU2658'TOP OF A LARGE, DARK STANDPIPE WITH YELLOW, WHITE AND BLACK
 JU2658'BAND PAINTED NEAR THE TOP, AND APPROXIMATELY 100 FEET TALL.
 JU2658'AN ELEVATED TANK, LOWER THAN THE STANDPIPE IS LOCATED ABOUT 50
 JU2658'FEET E OF THE STANDPIPE.  THE STATION IS NOT MARKED.
 JU2658
 JU2658                          STATION RECOVERY (1951)
 JU2658
 JU2658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2658'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 JU2658'IS ADEQUATE AND CORRECT WITH THE FOLLOWING EXCEPTIONS--
 JU2658'
 JU2658'THE HEIGHT OF THE STANDPIPE IS 120 FEET.
 JU2658'
 JU2658'THE STANDPIPE HAS BEEN PAINTED GRAY.
 JU2658
 JU2658                          STATION RECOVERY (1967)
 JU2658
 JU2658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GMW)
 JU2658'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 JU2658'FOLLOWS--
 JU2658'
 JU2658'TO REACH THE STATION FROM THE ISLAND HEIGHTS POST OFFICE
 JU2658'PROCEED SOUTH ALONG CENTRAL AVENUE FOR TWO BLOCKS, THEN TURN
 JU2658'LEFT (EAST) ONTO VAN SANT AVENUE FOR TWO BLOCKS TO THE STATION
 JU2658'ON THE LEFT.
 JU2658'
 JU2658'THE STATION IS THE CENTER OF A 125 FOOT STEEL STANDPIPE
 JU2658'PAINTED SILVER AND IS THE PROPERTY OF THE BOROUGH OF ISLAND
 JU2658'HEIGHTS.  THE STANDPIPE IS LOCATED WEST OF BARNEGAT BAY AND ON
 JU2658'THE NORTH SIDE OF TOMS RIVER, ON A PROMINENT RIDGE 105 FEET
 JU2658'NORTH OF THE CENTERLINE OF VAN SANT AVENUE AND ABOUT 300 FEET
 JU2658'WEST OF LAUREL AVENUE.
 JU2658'
 JU2658'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2658'IN DOWNTOWN ISLAND HEIGHTS.
 JU2658
 JU2658                          STATION RECOVERY (1967)
 JU2658
 JU2658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JKW)
 JU2658'THE STATION RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY
 JU2658'J.C.S. IN 1935 IS ADEQUATE WITH THE FOLLOWING CORRECTIONS--
 JU2658'
 JU2658'THE STANDPIPE IS SILVER COLORED, AND THE TANK 50 FEET TO THE
 JU2658'EAST HAS BEEN REMOVED.
 JU2658'
 JU2658'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2658'IN ISLAND HEIGHTS.
 JU2658
 JU2658                          STATION RECOVERY (1984)
 JU2658
 JU2658'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 JU2658'STATION FOUND GOOD.
 JU2658'
 JU2658'STATION RECOVERED IN GOOD CONDITION.  PIPE PAINTED BLUE BOROUGH OF
 JU2658'ISLAND HEIGHTS 08732 PAINTED IN BLACK LETTERS.  NEW DIRECTION
 JU2658'FOLLOWS FROM TOMS RIVER RTE 37 EAST TO CENTRAL AVE.  CENTRAL AVE
 JU2658'SOUTH TO A HILL AND SUMMIT AVE (JUST PAST FIRST AID STATION ON RIGHT)
 JU2658'EAST ON SUMMIT AVE 1 BLOCK TO SIMPSON AVE.  SOUTH ON SIMPSON 1 BLOCK
 JU2658'TO VAN SANT AVE EAST ON VAN SANT AVE .1 MILE TO TANK ON NORTH
 JU2658'SIDE OF STREET.  IN LIGHTLY WOODED AREA.
 JU2658
 JU2658                          STATION RECOVERY (1991)
 JU2658
 JU2658'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWK)
 JU2658'RECOVERED IN GOOD CONDITION.
 JU2658
 JU2658                          STATION RECOVERY (1994)
 JU2658
 JU2658'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU2658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2627 ***********************************************************************
 LY2627  DESIGNATION -  ISLEE
 LY2627  PID         -  LY2627
 LY2627  STATE/COUNTY-  NJ/SUSSEX
 LY2627  USGS QUAD   -  NEWTON WEST (1994)
 LY2627
 LY2627                         *CURRENT SURVEY CONTROL
 LY2627  ___________________________________________________________________
 LY2627* NAD 83(1996)-  41 01 55.37049(N)    074 48 18.12062(W)     ADJUSTED  
 LY2627* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 LY2627  ___________________________________________________________________
 LY2627  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 LY2627  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 LY2627
 LY2627  HORZ ORDER  -  SECOND
 LY2627
 LY2627.The horizontal coordinates were established by classical geodetic methods
 LY2627.and adjusted by the National Geodetic Survey in September 1999..
 LY2627
 LY2627.The orthometric height was scaled from a topographic map.
 LY2627
 LY2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2627
 LY2627.The geoid height was determined by GEOID03.
 LY2627
 LY2627;                    North         East     Units Scale Factor Converg.
 LY2627;SPC NJ       -   244,151.025   124,350.932   MT  0.99990809   -0 12 00.9
 LY2627;SPC NJ       -   801,018.82    407,974.68   sFT  0.99990809   -0 12 00.9
 LY2627;SPC PA N     -   100,313.668   847,602.411   MT  0.99997933   +1 56 53.6
 LY2627;SPC PA N     -   329,112.43  2,780,842.24   sFT  0.99997933   +1 56 53.6
 LY2627;UTM  18      - 4,542,332.938   516,389.040   MT  0.99960331   +0 07 40.8
 LY2627
 LY2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2627!SPC NJ       -   0.99995875  x   0.99990809  =   0.99986685
 LY2627!SPC PA N     -   0.99995875  x   0.99997933  =   0.99993808
 LY2627!UTM  18      -   0.99995875  x   0.99960331  =   0.99956208
 LY2627
 LY2627:                Primary Azimuth Mark                     Grid Az
 LY2627:SPC NJ       -  NEWTON MUNICIPAL TANK                    053 05 55.7
 LY2627:SPC PA N     -  NEWTON MUNICIPAL TANK                    050 57 01.2
 LY2627:UTM  18      -  NEWTON MUNICIPAL TANK                    052 46 14.0
 LY2627
 LY2627|---------------------------------------------------------------------|
 LY2627| PID    Reference Object                     Distance      Geod. Az  |
 LY2627|                                                           dddmmss.s |
 LY2627| LY2628 NEWTON MUNICIPAL TANK               APPROX. 4.3 KM 0525354.8 |
 LY2627| CB4435 ISLEE RM 1                           34.213 METERS 06422     |
 LY2627| KV5791 ANDOVER MUNICIPAL TANK              APPROX. 7.2 KM 1365404.0 |
 LY2627| KV5824 TRANQUILITY METH CHURCH SPIRE       APPROX. 9.5 KM 1760830.3 |
 LY2627| KV5823 NEWTON PRESB CHURCH SPIRE           APPROX. 6.1 KM 2290252.7 |
 LY2627| CB4434 ISLEE AZ MK                                        2573342.5 |
 LY2627| CB4436 ISLEE RM 2                           24.643 METERS 29506     |
 LY2627| LY2626 NEWTON STATE POLICE RADIO MAST       98.369 METERS 31437     |
 LY2627|---------------------------------------------------------------------|
 LY2627
 LY2627                          SUPERSEDED SURVEY CONTROL
 LY2627
 LY2627  NAD 83(1996)-  41 01 55.36900(N)    074 48 18.12131(W) AD(       ) 2
 LY2627  NAD 83(1986)-  41 01 55.36903(N)    074 48 18.12122(W) AD(       ) 2
 LY2627  NAD 27      -  41 01 55.02000(N)    074 48 19.52100(W) AD(       ) 2
 LY2627
 LY2627.Superseded values are not recommended for survey control.
 LY2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2627.See file dsdata.txt to determine how the superseded data were derived.
 LY2627
 LY2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1638942333(NAD 83)
 LY2627_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2627
 LY2627  HISTORY     - Date     Condition        Report By
 LY2627  HISTORY     - 1942     MONUMENTED       CGS
 LY2627
 LY2627                          STATION DESCRIPTION
 LY2627
 LY2627'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2627'STATION IS ABOUT 2-1/2 MILES (AIR LINE), SW OF NEWTON ON A
 LY2627'PARTIALLY WOODED HILL AND ON LAND OWNED BY STEVEN D. ISLEE.  IT
 LY2627'IS ON THE HIGHEST PART OF THE HILL ABOUT 160 FEET SW OF A STONE
 LY2627'FENCE.  IT PROJECTS ABOUT 6 INCHES AND IS STAMPED ISLEE 1942.
 LY2627'
 LY2627'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LY2627'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LY2627'
 LY2627'REFERENCE MARK NO. 1 IS NE OF THE STATION, ABOUT 50 FEET S OF
 LY2627'THE STONE FENCE.  IT PROJECTS ABOUT 4 INCHES AND IS STAMPED
 LY2627'ISLEE NO.1 1942.
 LY2627'
 LY2627'REFERENCE MARK NO. 2 IS SET IN THE EDGE OF THE WOODS SW OF THE
 LY2627'STATION.  IT PROJECTS ABOUT 10 INCHES AND IS STAMPED ISLEE NO.2
 LY2627'1942.
 LY2627'
 LY2627'THE AZIMUTH MARK IS ABOUT 0.3 MILE SW OF THE STATION IN A
 LY2627'FENCE CORNER AND 30 FEET S OF THE CENTER OF THE PAVED ROAD.  IT
 LY2627'PROJECTS ABOUT 6 INCHES AND IS STAMPED ISLEE 1942.  ENROUTE TO
 LY2627'THE STATION THIS POINT IS ON THE RIGHT 0.3 MILE PAST SCHOOLHOUSE
 LY2627'MENTIONED IN DESCRIPTION TO REACH THE STATION AND ABOUT 25 YARDS
 LY2627'PAST THE CREST OF THE HILL.
 LY2627'
 LY2627'TO REACH THE STATION FROM HIGH STREET AND THE COURTHOUSE IN
 LY2627'NEWTON, GO WESTERLY ON STATE HIGHWAY 8 FOR 4.0 MILES TO A
 LY2627'CROSSROADS AND SCHOOLHOUSE.  HERE TURN LEFT AS PER SIGN SPRINGDALE
 LY2627'3.  GO 1.15 MILES (PASSING AZIMUTH MARK AT 0.3 MILE) TO A PAVED
 LY2627'CROSSROADS.  HERE TURN LEFT AND GO 0.6 MILE TO A WOODS ROAD LEFT
 LY2627'ABOUT 25 YARDS BEFORE REACHING A CULVERT.  (TRIANGULAR BLAZED
 LY2627'3-INCH OAK TREE ON LEFT.) TURN LEFT AND FOLLOW WOODS ROAD
 LY2627'(OCCASIONAL TRIANGULAR BLAZES) FOR 0.3 MILE TO THE FAR EDGE OF
 LY2627'THE WOODS.  THEN BEAR LEFT ALONG THE EDGE OF THE WOODS FOR
 LY2627'0.15 MILE TO GAP IN STONE FENCE.  GO THROUGH GAP TURN RIGHT UP
 LY2627'HILL FOR 0.05 MILE TO HIGHEST POINT AND THE STATION.
 LY2627'
 LY2627'A 50-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT DE LE NOY.
 LY2627'
 LY2627'A 50-FOOT TOWER WILL SEE A 6-FOOT LIGHT AT CULVERS GAP 1881.
 LY2627'
 LY2627'A 20-FOOT TOWER WILL SEE A 10-FOOT LIGHT AT SMITHS HILL 2
 LY2627'(N.J.G.S. 1936).
 LY2627'
 LY2627'A 20-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT STUYVESANT 1935.
 LY2627'
 LY2627'A 20-FOOT TOWER WILL SEE A 6-FOOT LIGHT AT KRECH (N.J.G.S. 1938).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4729 ***********************************************************************
 KV4729  DESIGNATION -  ITALIAN CHURCH SPIRE
 KV4729  PID         -  KV4729
 KV4729  STATE/COUNTY-  NJ/ESSEX
 KV4729  USGS QUAD   -  ELIZABETH (1995)
 KV4729
 KV4729                         *CURRENT SURVEY CONTROL
 KV4729  ___________________________________________________________________
 KV4729* NAD 83(1996)-  40 43 47.99519(N)    074 09 51.01910(W)     ADJUSTED  
 KV4729* NAVD 88     -                                                        
 KV4729  ___________________________________________________________________
 KV4729  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 KV4729  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV4729
 KV4729  HORZ ORDER  -  THIRD
 KV4729
 KV4729.The horizontal coordinates were established by classical geodetic methods
 KV4729.and adjusted by the National Geodetic Survey in September 1999..
 KV4729
 KV4729
 KV4729.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4729
 KV4729.The geoid height was determined by GEOID03.
 KV4729
 KV4729;                    North         East     Units Scale Factor Converg.
 KV4729;SPC NJ       -   210,620.809   178,367.127   MT  0.99990990   +0 13 08.9
 KV4729;SPC NJ       -   691,011.77    585,192.82   sFT  0.99990990   +0 13 08.9
 KV4729;SPC NY L     -    62,568.678   286,131.197   MT  0.99999709   -0 06 26.6
 KV4729;SPC NY L     -   205,277.40    938,748.77   sFT  0.99999709   -0 06 26.6
 KV4729;UTM  18      - 4,509,120.983   570,580.864   MT  0.99966132   +0 32 43.4
 KV4729
 KV4729                          SUPERSEDED SURVEY CONTROL
 KV4729
 KV4729  NAD 83(1996)-  40 43 47.99508(N)    074 09 51.01930(W) AD(       ) 4
 KV4729  NAD 83(1986)-  40 43 47.99356(N)    074 09 51.02175(W) AD(       ) 4
 KV4729  NAD 27      -  40 43 47.63000(N)    074 09 52.50000(W) AD(       ) 3
 KV4729
 KV4729.Superseded values are not recommended for survey control.
 KV4729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4729.See file dsdata.txt to determine how the superseded data were derived.
 KV4729
 KV4729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7058109121(NAD 83)
 KV4729_MARKER: 90 = CHURCH SPIRE
 KV4729
 KV4729  HISTORY     - Date     Condition        Report By
 KV4729  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4729
 KV4729                          STATION DESCRIPTION
 KV4729
 KV4729'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0666 ***********************************************************************
 JU0666  DESIGNATION -  J 10
 JU0666  PID         -  JU0666
 JU0666  STATE/COUNTY-  NJ/GLOUCESTER
 JU0666  USGS QUAD   -  BRIDGEPORT (1995)
 JU0666
 JU0666                         *CURRENT SURVEY CONTROL
 JU0666  ___________________________________________________________________
 JU0666* NAD 83(1986)-  39 49 27.     (N)    075 17 53.     (W)     SCALED    
 JU0666* NAVD 88     -         1.601  (meters)       5.25   (feet)  POSTED    
 JU0666  ___________________________________________________________________
 JU0666  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU0666  DYNAMIC HT  -           1.600 (meters)       5.25  (feet)  COMP
 JU0666  MODELED GRAV-     980,171.1   (mgal)                       NAVD 88
 JU0666
 JU0666  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0666
 JU0666.The horizontal coordinates were scaled from a topographic map and have
 JU0666.an estimated accuracy of +/- 6 seconds.
 JU0666
 JU0666.The orthometric height was determined by differential leveling
 JU0666.and adjusted by the National Geodetic Survey in 1992..
 JU0666.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0666.rate of 0.0 thru 1.0 mm/km.
 JU0666
 JU0666.The geoid height was determined by GEOID03.
 JU0666
 JU0666.The dynamic height is computed by dividing the NAVD 88
 JU0666.geopotential number by the normal gravity value computed on the
 JU0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0666.degrees latitude (g = 980.6199 gals.).
 JU0666
 JU0666.The modeled gravity was interpolated from observed gravity values.
 JU0666
 JU0666;                    North         East    Units  Estimated Accuracy
 JU0666;SPC NJ       -   110,300.       81,680.      MT  (+/- 180 meters Scaled)
 JU0666
 JU0666                          SUPERSEDED SURVEY CONTROL
 JU0666
 JU0666  NGVD 29 (??/??/??)    1.958  (m)            6.42   (f) ADJUSTED    1 2
 JU0666
 JU0666.Superseded values are not recommended for survey control.
 JU0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0666.See file dsdata.txt to determine how the superseded data were derived.
 JU0666
 JU0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK744082(NAD 83)
 JU0666_MARKER: DB = BENCH MARK DISK
 JU0666_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0666_SP_SET: OVERPASS RAIL
 JU0666_STAMPING: 6.424 J 10 1930
 JU0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0666
 JU0666  HISTORY     - Date     Condition        Report By
 JU0666  HISTORY     - 1930     MONUMENTED       CGS
 JU0666  HISTORY     - 1946     GOOD             CGS
 JU0666  HISTORY     - 19950124 MARK NOT FOUND   NJGS
 JU0666
 JU0666                          STATION DESCRIPTION
 JU0666
 JU0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0666'0.5 MI W FROM GIBBSTOWN.
 JU0666'0.5 MILE WEST ALONG THE PENNSYLVANIA-READING SEASHORE LINES FROM
 JU0666'GIBBSTOWN, GLOUCESTER COUNTY, AT A HIGHWAY OVERPASS, IN THE
 JU0666'SOUTHEAST FACE OF THE SECOND CENTRAL COLUMN, 7.5 FEET NORTHWEST
 JU0666'OF THE NORTHWEST RAIL, AND 3 FEET ABOVE THE GROUND.  A STANDARD
 JU0666'DISK, STAMPED 6.424 J 10 1930 AND SET VERTICALLY.
 JU0666
 JU0666                          STATION RECOVERY (1946)
 JU0666
 JU0666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 JU0666'RECOVERED IN GOOD CONDITION.
 JU0666
 JU0666                          STATION RECOVERY (1995)
 JU0666
 JU0666'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0666'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0666'SEARCH BY A TWO MAN PARTY.  CONSIDERABLE IMPROVEMENTS HAVE BEEN MADE
 JU0666'IN THE AREA SINCE THE LAST RECOVERY.  THE BRIDGE HAS BEEN DEMOLISHED
 JU0666'AT SOME TIME IN THE PAST.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2101 ***********************************************************************
 KU2101  DESIGNATION -  J 100
 KU2101  PID         -  KU2101
 KU2101  STATE/COUNTY-  NJ/MONMOUTH
 KU2101  USGS QUAD   -  SANDY HOOK (1981)
 KU2101
 KU2101                         *CURRENT SURVEY CONTROL
 KU2101  ___________________________________________________________________
 KU2101* NAD 83(1986)-  40 23 41.     (N)    073 58 35.     (W)     SCALED    
 KU2101* NAVD 88     -         1.849  (meters)       6.07   (feet)  ADJUSTED  
 KU2101  ___________________________________________________________________
 KU2101  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KU2101  DYNAMIC HT  -           1.848 (meters)       6.06  (feet)  COMP
 KU2101  MODELED GRAV-     980,185.4   (mgal)                       NAVD 88
 KU2101  OBS GRAVITY -     980,184.3   (mgal)                       GRAV_OBS
 KU2101
 KU2101  VERT ORDER  -  FIRST     CLASS II
 KU2101
 KU2101.The horizontal coordinates were scaled from a topographic map and have
 KU2101.an estimated accuracy of +/- 6 seconds.
 KU2101
 KU2101.The orthometric height was determined by differential leveling
 KU2101.and adjusted by the National Geodetic Survey in May 2006..
 KU2101
 KU2101.The geoid height was determined by GEOID03.
 KU2101
 KU2101.The dynamic height is computed by dividing the NAVD 88
 KU2101.geopotential number by the normal gravity value computed on the
 KU2101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU2101.degrees latitude (g = 980.6199 gals.).
 KU2101
 KU2101.The modeled gravity was interpolated from observed gravity values.
 KU2101.The observed gravity was obtained from relative gravimeter ties
 KU2101.to the IGSN71 gravity network.
 KU2101
 KU2101;                    North         East    Units  Estimated Accuracy
 KU2101;SPC NJ       -   173,470.      194,450.      MT  (+/- 180 meters Scaled)
 KU2101
 KU2101                          SUPERSEDED SURVEY CONTROL
 KU2101
 KU2101  NAVD 88 (06/15/91)    1.852  (m)            6.08   (f) UNKNOWN     1 2
 KU2101  NGVD 29 (01/10/92)    2.171  (m)            7.12   (f) ADJUSTED    1 2
 KU2101
 KU2101.Superseded values are not recommended for survey control.
 KU2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2101.See file dsdata.txt to determine how the superseded data were derived.
 KU2101
 KU2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK868720(NAD 83)
 KU2101_MARKER: F = FLANGE-ENCASED ROD
 KU2101_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KU2101_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KU2101_STAMPING: J 100 1978
 KU2101_MARK LOGO: NGS   
 KU2101_PROJECTION: FLUSH
 KU2101_MAGNETIC: I = MARKER IS A STEEL ROD
 KU2101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU2101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU2101+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2003
 KU2101_ROD/PIPE-DEPTH: 10.7 meters
 KU2101_SLEEVE-DEPTH  : 3.05 meters
 KU2101
 KU2101  HISTORY     - Date     Condition        Report By
 KU2101  HISTORY     - 1978     MONUMENTED       NGS
 KU2101  HISTORY     - 1979     GOOD             NGS
 KU2101  HISTORY     - 19950620 MARK NOT FOUND   USPSQD
 KU2101  HISTORY     - 19960820 POOR             USPSQD
 KU2101  HISTORY     - 19970904 MARK NOT FOUND   USPSQD
 KU2101  HISTORY     - 20030528 GOOD             NJGS
 KU2101
 KU2101                          STATION DESCRIPTION
 KU2101
 KU2101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KU2101'2 MI NORTH FROM SEA BRIGHT.
 KU2101'2.0 MILES NORTH ALONG OCEAN AVENUE FROM EAST END OF THE BRIDGE
 KU2101'OVER THE SHREWSBURY RIVER IN SEA BRIGHT TO THE JUNCTION OF A
 KU2101'CLOVER LEAF RETURN TO OCEAN AVENUE FROM SANDY HOOK ROAD, SET AT
 KU2101'THE NORTH SIDE OF THE JUNCTION OF THE NORTHWEST SIDE OF STREET LAMP
 KU2101'POLE JC 430 SBR, 32.5 FEET NORTH OF THE CENTER OF A STORM DRAIN,
 KU2101'23 FEET NORTH OF THE CENTER OF ANOTHER STORM DRAIN, 7.1 FEET WEST
 KU2101'NORTHWEST OF THE CURB OF THE CLOVER LEAF, 4.5 FEET WEST OF THE
 KU2101'SOUTH END OF A SIDEWALK ON THE WEST SIDE OF OCEAN AVENUE, STATE
 KU2101'ROUTE 36.
 KU2101'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 KU2101'THE MARK IS ABOVE LEVEL WITH GROUND.
 KU2101
 KU2101                          STATION RECOVERY (1995)
 KU2101
 KU2101'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU2101'MARK NOT FOUND.
 KU2101
 KU2101                          STATION RECOVERY (1996)
 KU2101
 KU2101'RECOVERY NOTE BY US POWER SQUADRON 1996
 KU2101'MARK RECOVERED IN POOR CONDITION.
 KU2101
 KU2101                          STATION RECOVERY (1997)
 KU2101
 KU2101'RECOVERY NOTE BY US POWER SQUADRON 1997
 KU2101'MARK NOT FOUND.
 KU2101
 KU2101                          STATION RECOVERY (2003)
 KU2101
 KU2101'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 KU2101'RECOVERED IN GOOD CONDITION.  NOTE--THE STATION IS ABOUT 2.0 MI NORTH
 KU2101'ON STATE ROUTE 36 (OCEAN AVENUE) FROM THE JUNCTION  WITH COUNTY ROUTE
 KU2101'520 (RUMSON ROAD) AT THE SEA BRIGHT BRIDGE CROSSING THE  SHREWSBURY
 KU2101'RIVER TO THE STATION ON THE LEFT SET IN THE JUGHANDLE RAMP FROM STATE
 KU2101'ROUTE 36 SOUTHBOUND-SANDY HOOK ROAD.
 KU2101' 
 KU2101'THE LOGO CAP WAS FOUND BROKEN.  IT WAS REPLACED AND RESTAMPED AT THIS
 KU2101'TIME.  THE  STATION IS 3.0 FT WEST OF A LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3419 ***********************************************************************
 KV3419  DESIGNATION -  J 101
 KV3419  PID         -  KV3419
 KV3419  STATE/COUNTY-  NJ/BERGEN
 KV3419  USGS QUAD   -  WEEHAWKEN (1995)
 KV3419
 KV3419                         *CURRENT SURVEY CONTROL
 KV3419  ___________________________________________________________________
 KV3419* NAD 83(1986)-  40 51 35.     (N)    074 04 26.     (W)     SCALED    
 KV3419* NAVD 88     -        35.685  (meters)     117.08   (feet)  ADJUSTED  
 KV3419  ___________________________________________________________________
 KV3419  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KV3419  DYNAMIC HT  -          35.671 (meters)     117.03  (feet)  COMP
 KV3419  MODELED GRAV-     980,235.5   (mgal)                       NAVD 88
 KV3419
 KV3419  VERT ORDER  -  FIRST     CLASS II
 KV3419
 KV3419.The horizontal coordinates were scaled from a topographic map and have
 KV3419.an estimated accuracy of +/- 6 seconds.
 KV3419
 KV3419.The orthometric height was determined by differential leveling
 KV3419.and adjusted by the National Geodetic Survey in June 1991..
 KV3419
 KV3419.The geoid height was determined by GEOID03.
 KV3419
 KV3419.The dynamic height is computed by dividing the NAVD 88
 KV3419.geopotential number by the normal gravity value computed on the
 KV3419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3419.degrees latitude (g = 980.6199 gals.).
 KV3419
 KV3419.The modeled gravity was interpolated from observed gravity values.
 KV3419
 KV3419;                    North         East    Units  Estimated Accuracy
 KV3419;SPC NJ       -   225,060.      185,920.      MT  (+/- 180 meters Scaled)
 KV3419
 KV3419                          SUPERSEDED SURVEY CONTROL
 KV3419
 KV3419  NGVD 29 (??/??/??)   35.995  (m)          118.09   (f) ADJUSTED    1 2
 KV3419
 KV3419.Superseded values are not recommended for survey control.
 KV3419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3419.See file dsdata.txt to determine how the superseded data were derived.
 KV3419
 KV3419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL780235(NAD 83)
 KV3419_MARKER: DB = BENCH MARK DISK
 KV3419_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3419_SP_SET: STAINLESS STEEL ROD
 KV3419_STAMPING: J 101 1979
 KV3419_PROJECTION: FLUSH
 KV3419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3419_ROD/PIPE-DEPTH: 4.27 meters
 KV3419
 KV3419  HISTORY     - Date     Condition        Report By
 KV3419  HISTORY     - 1979     MONUMENTED       NGS
 KV3419
 KV3419                          STATION DESCRIPTION
 KV3419
 KV3419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3419'0.85 MI NE FROM WOOD RIDGE.
 KV3419'0.85 MILE NORTHEAST ALONG TERRACE AVENUE FROM THE POST OFFICE AT
 KV3419'WOOD RIDGE, IN THE SOUTHWEST LAWN OF THE CHURCH OF ST. JOHN THE
 KV3419'DIVINE WHICH IS AT THE JUNCTION OF JEFFERSON AVENUE, ON THE SOUTHWEST
 KV3419'SIDE OF THE WALLACE P. MACKENZIE FLAG POLE, 25.0 FEET SOUTH OF THE
 KV3419'SOUTH CORNER OF THE CHURCH, 42.0 FEET NORTHWEST OF THE CENTER LINE OF
 KV3419'TERRACE AVENUE, 40.0 FEET NORTHEAST OF A 20-INCH PINE TREE, 1.6 FEET
 KV3419'SOUTHWEST OF THE FLAG POLE.
 KV3419'THE MARK IS 4 FT ABOVE TERRACE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2234 ***********************************************************************
 LY2234  DESIGNATION -  J 102
 LY2234  PID         -  LY2234
 LY2234  STATE/COUNTY-  NJ/MORRIS
 LY2234  USGS QUAD   -  WANAQUE (1971)
 LY2234
 LY2234                         *CURRENT SURVEY CONTROL
 LY2234  ___________________________________________________________________
 LY2234* NAD 83(1986)-  41 00 02.     (N)    074 19 21.     (W)     SCALED    
 LY2234* NAVD 88     -        80.748  (meters)     264.92   (feet)  ADJUSTED  
 LY2234  ___________________________________________________________________
 LY2234  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LY2234  DYNAMIC HT  -          80.715 (meters)     264.81  (feet)  COMP
 LY2234  MODELED GRAV-     980,205.9   (mgal)                       NAVD 88
 LY2234
 LY2234  VERT ORDER  -  FIRST     CLASS II
 LY2234
 LY2234.The horizontal coordinates were scaled from a topographic map and have
 LY2234.an estimated accuracy of +/- 6 seconds.
 LY2234
 LY2234.The orthometric height was determined by differential leveling
 LY2234.and adjusted by the National Geodetic Survey in June 1991..
 LY2234
 LY2234.The geoid height was determined by GEOID03.
 LY2234
 LY2234.The dynamic height is computed by dividing the NAVD 88
 LY2234.geopotential number by the normal gravity value computed on the
 LY2234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2234.degrees latitude (g = 980.6199 gals.).
 LY2234
 LY2234.The modeled gravity was interpolated from observed gravity values.
 LY2234
 LY2234;                    North         East    Units  Estimated Accuracy
 LY2234;SPC NJ       -   240,620.      164,930.      MT  (+/- 180 meters Scaled)
 LY2234
 LY2234                          SUPERSEDED SURVEY CONTROL
 LY2234
 LY2234  NGVD 29 (??/??/92)   81.059  (m)          265.94   (f) ADJ UNCH    1 2
 LY2234
 LY2234.Superseded values are not recommended for survey control.
 LY2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2234.See file dsdata.txt to determine how the superseded data were derived.
 LY2234
 LY2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL569390(NAD 83)
 LY2234_MARKER: DB = BENCH MARK DISK
 LY2234_SETTING: 66 = SET IN ROCK OUTCROP
 LY2234_SP_SET: ROCK OUTCROP
 LY2234_STAMPING: J 102 1979
 LY2234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2234+STABILITY: POSITION/ELEVATION WELL
 LY2234
 LY2234  HISTORY     - Date     Condition        Report By
 LY2234  HISTORY     - 1979     MONUMENTED       NGS
 LY2234
 LY2234                          STATION DESCRIPTION
 LY2234
 LY2234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2234'0.75 MI SE FROM BLOOMINGDALE.
 LY2234'0.7 MILE EAST-SOUTHEAST ALONG HAMBURG TURNPIKE
 LY2234'FROM THE POST OFFICE IN BLOOMINGDALE, THENCE 0.05 MILE SOUTH
 LY2234'ALONG MATHEWS AVENUE TO THE NEW YORK SUSQUEHANNA WESTERN RAILROAD
 LY2234'CROSSING AND THE MARK ON THE RIGHT, IN BEDROCK, 300 FEET WEST OF
 LY2234'THE CENTER OF THE RAILROAD CROSSING THE AVENUE, 29 FEET SOUTHWEST
 LY2234'OF THE JUNCTION OF A SPUR TRACK, 8 FEET SOUTH OF THE SOUTH RAIL OF
 LY2234'THE SPUR TRACK.
 LY2234'THE MARK IS 1 FT  W FROM A WITNESS POST.
 LY2234'THE MARK IS 3 FT ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3444 ***********************************************************************
 KV3444  DESIGNATION -  J 103
 KV3444  PID         -  KV3444
 KV3444  STATE/COUNTY-  NJ/BERGEN
 KV3444  USGS QUAD   -  HACKENSACK (1997)
 KV3444
 KV3444                         *CURRENT SURVEY CONTROL
 KV3444  ___________________________________________________________________
 KV3444* NAD 83(1986)-  40 59 51.     (N)    074 06 50.     (W)     SCALED    
 KV3444* NAVD 88     -        57.379  (meters)     188.25   (feet)  ADJUSTED  
 KV3444  ___________________________________________________________________
 KV3444  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KV3444  DYNAMIC HT  -          57.356 (meters)     188.18  (feet)  COMP
 KV3444  MODELED GRAV-     980,225.0   (mgal)                       NAVD 88
 KV3444
 KV3444  VERT ORDER  -  FIRST     CLASS II
 KV3444
 KV3444.The horizontal coordinates were scaled from a topographic map and have
 KV3444.an estimated accuracy of +/- 6 seconds.
 KV3444
 KV3444.The orthometric height was determined by differential leveling
 KV3444.and adjusted by the National Geodetic Survey in June 1991..
 KV3444
 KV3444.The geoid height was determined by GEOID03.
 KV3444
 KV3444.The dynamic height is computed by dividing the NAVD 88
 KV3444.geopotential number by the normal gravity value computed on the
 KV3444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3444.degrees latitude (g = 980.6199 gals.).
 KV3444
 KV3444.The modeled gravity was interpolated from observed gravity values.
 KV3444
 KV3444;                    North         East    Units  Estimated Accuracy
 KV3444;SPC NJ       -   240,340.      182,480.      MT  (+/- 180 meters Scaled)
 KV3444
 KV3444                          SUPERSEDED SURVEY CONTROL
 KV3444
 KV3444  NGVD 29 (??/??/??)   57.688  (m)          189.26   (f) ADJUSTED    1 2
 KV3444
 KV3444.Superseded values are not recommended for survey control.
 KV3444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3444.See file dsdata.txt to determine how the superseded data were derived.
 KV3444
 KV3444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL745388(NAD 83)
 KV3444_MARKER: DV = VERTICAL CONTROL DISK
 KV3444_SETTING: 66 = SET IN ROCK OUTCROP
 KV3444_SP_SET: ROCK OUTCROP
 KV3444_STAMPING: J 103 1979
 KV3444_MARK LOGO: NGS   
 KV3444_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3444_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV3444+STABILITY: POSITION/ELEVATION WELL
 KV3444_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3444+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1992
 KV3444
 KV3444  HISTORY     - Date     Condition        Report By
 KV3444  HISTORY     - 1979     MONUMENTED       NGS
 KV3444  HISTORY     - 19920226 GOOD             NJGS
 KV3444
 KV3444                          STATION DESCRIPTION
 KV3444
 KV3444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3444'IN HOHOKUS.
 KV3444'AT HOHOKUS, ON THE ERIE RAILROAD, 154.0 FEET WEST AND ACROSS THE
 KV3444'TRACKS FROM THE WEST CORNER OF THE RAILROAD STATION, 153.0 FEET
 KV3444'NORTHWEST OF THE NORTHWEST END OF THE ENCLOSED PORTION OF A CONCRETE
 KV3444'WAITING ROOM OPPOSITE THE STATION, 220.0 FEET SOUTHEAST OF THE
 KV3444'CENTER LINE OF A CROSSING, 23.5 FEET SOUTHWEST OF THE SOUTHWEST MOST
 KV3444'RAIL, IN THE TOP OF A HORIZONTAL SHELF OF A ROCK CUT, 4 FEET ABOVE
 KV3444'GROUND.
 KV3444'THE MARK IS 5 FT ABOVE RAILROAD.
 KV3444
 KV3444                          STATION RECOVERY (1992)
 KV3444
 KV3444'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KV3444'RECOVERED AS DESCRIBED.  THE STATION IS ABOUT 1.0 M (3.3 FT) ABOVE THE
 KV3444'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0066 ***********************************************************************
 KV0066  DESIGNATION -  J 11
 KV0066  PID         -  KV0066
 KV0066  STATE/COUNTY-  NJ/UNION
 KV0066  USGS QUAD   -  ELIZABETH (1995)
 KV0066
 KV0066                         *CURRENT SURVEY CONTROL
 KV0066  ___________________________________________________________________
 KV0066* NAD 83(1986)-  40 39 26.     (N)    074 13 41.     (W)     SCALED    
 KV0066* NAVD 88     -        14.847  (meters)      48.71   (feet)  ADJUSTED  
 KV0066  ___________________________________________________________________
 KV0066  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV0066  DYNAMIC HT  -          14.841 (meters)      48.69  (feet)  COMP
 KV0066  MODELED GRAV-     980,216.7   (mgal)                       NAVD 88
 KV0066
 KV0066  VERT ORDER  -  FIRST     CLASS I
 KV0066
 KV0066.The horizontal coordinates were scaled from a topographic map and have
 KV0066.an estimated accuracy of +/- 6 seconds.
 KV0066
 KV0066.The orthometric height was determined by differential leveling
 KV0066.and adjusted by the National Geodetic Survey in June 1991..
 KV0066
 KV0066.The geoid height was determined by GEOID03.
 KV0066
 KV0066.The dynamic height is computed by dividing the NAVD 88
 KV0066.geopotential number by the normal gravity value computed on the
 KV0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0066.degrees latitude (g = 980.6199 gals.).
 KV0066
 KV0066.The modeled gravity was interpolated from observed gravity values.
 KV0066
 KV0066;                    North         East    Units  Estimated Accuracy
 KV0066;SPC NJ       -   202,520.      173,000.      MT  (+/- 180 meters Scaled)
 KV0066
 KV0066                          SUPERSEDED SURVEY CONTROL
 KV0066
 KV0066  NGVD 29 (04/16/92)   15.179  (m)           49.80   (f) ADJUSTED    1 1
 KV0066
 KV0066.Superseded values are not recommended for survey control.
 KV0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0066.See file dsdata.txt to determine how the superseded data were derived.
 KV0066
 KV0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL652009(NAD 83)
 KV0066_MARKER: DB = BENCH MARK DISK
 KV0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0066_SP_SET: BUILDING
 KV0066_STAMPING: J 11 1933 49.810
 KV0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0066+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2004
 KV0066
 KV0066  HISTORY     - Date     Condition        Report By
 KV0066  HISTORY     - 1933     MONUMENTED       CGS
 KV0066  HISTORY     - 1965     GOOD             CGS
 KV0066  HISTORY     - 1976     GOOD             NGS
 KV0066  HISTORY     - 19940630 GOOD             USPSQD
 KV0066  HISTORY     - 20010405 MARK NOT FOUND   USPSQD
 KV0066  HISTORY     - 20041123 GOOD             STEWRT
 KV0066
 KV0066                          STATION DESCRIPTION
 KV0066
 KV0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0066'AT ELIZABETH.
 KV0066'AT ELIZABETH, NEAR THE JUNCTION OF ST. GEORGES AVENUE AND CLOVER
 KV0066'STREET, SET VERTICALLY IN THE SOUTHEAST FACE NEAR THE SOUTH CORNER
 KV0066'OF A TWO-STORY BRICK BUILDING, 102 FEET SOUTHWEST OF THE SOUTHWEST
 KV0066'CURB OF CLOVER STREET, 16.3 FEET NORTHWEST OF THE NORTHWEST CURB
 KV0066'OF ST. GEORGES AVENUE, 22.5 FEET NORTHEAST OF THE SOUTH CORNER OF
 KV0066'THE BUILDING AND ABOUT 4.6 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 KV0066'NOTE-- THIS MARK MAY BE REACHED BY GOING 0.5 MILE NORTHEAST ALONG
 KV0066'ST. GEORGES AVENUE FROM THE INTERSECTION OF PARK AVENUE AT LINDEN.
 KV0066
 KV0066                          STATION RECOVERY (1976)
 KV0066
 KV0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KV0066'RECOVERED IN GOOD CONDITION.
 KV0066
 KV0066                          STATION RECOVERY (1994)
 KV0066
 KV0066'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0066'RECOVERED IN GOOD CONDITION.
 KV0066
 KV0066                          STATION RECOVERY (2001)
 KV0066
 KV0066'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV0066'MARK NOT FOUND.
 KV0066
 KV0066                          STATION RECOVERY (2004)
 KV0066
 KV0066'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2004 (DEN)
 KV0066'THE DISK IS RECESSED IN STUCCO AND IN PLACE. IT IS IMPOSSIBLE TO PLACE
 KV0066'A LEVELING ROD ON THE LINE MARK OF THE DISK. BUT THE LINE IS VISIBLE
 KV0066'FOR SETTING A LEVEL TO READ 0.000' ON THE DISK'S LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0142 ***********************************************************************
 KV0142  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0142  DESIGNATION -  J 12
 KV0142  PID         -  KV0142
 KV0142  STATE/COUNTY-  NJ/BERGEN
 KV0142  USGS QUAD   -  HACKENSACK (1997)
 KV0142
 KV0142                         *CURRENT SURVEY CONTROL
 KV0142  ___________________________________________________________________
 KV0142* NAD 83(1986)-  40 53 15.     (N)    074 03 02.     (W)     SCALED    
 KV0142* NAVD 88     -         6.199  (meters)      20.34   (feet)  ADJUSTED  
 KV0142  ___________________________________________________________________
 KV0142  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 KV0142  DYNAMIC HT  -           6.197 (meters)      20.33  (feet)  COMP
 KV0142  MODELED GRAV-     980,238.5   (mgal)                       NAVD 88
 KV0142
 KV0142  VERT ORDER  -  FIRST     CLASS II
 KV0142
 KV0142.The horizontal coordinates were scaled from a topographic map and have
 KV0142.an estimated accuracy of +/- 6 seconds.
 KV0142
 KV0142.The orthometric height was determined by differential leveling
 KV0142.and adjusted by the National Geodetic Survey in June 1991..
 KV0142.WARNING-Repeat measurements at this control monument indicate possible
 KV0142.vertical movement.
 KV0142
 KV0142.This Tidal Bench Mark is designated as VM 12934
 KV0142.by the Center for Operational Oceanographic Products and Services.
 KV0142
 KV0142.The geoid height was determined by GEOID03.
 KV0142
 KV0142.The dynamic height is computed by dividing the NAVD 88
 KV0142.geopotential number by the normal gravity value computed on the
 KV0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0142.degrees latitude (g = 980.6199 gals.).
 KV0142
 KV0142.The modeled gravity was interpolated from observed gravity values.
 KV0142
 KV0142;                    North         East    Units  Estimated Accuracy
 KV0142;SPC NJ       -   228,150.      187,880.      MT  (+/- 180 meters Scaled)
 KV0142
 KV0142                          SUPERSEDED SURVEY CONTROL
 KV0142
 KV0142  NGVD 29 (??/??/??)    6.506  (m)           21.35   (f) ADJUSTED    1 2
 KV0142
 KV0142.Superseded values are not recommended for survey control.
 KV0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0142.See file dsdata.txt to determine how the superseded data were derived.
 KV0142
 KV0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL799267(NAD 83)
 KV0142_MARKER: DB = BENCH MARK DISK
 KV0142_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0142_SP_SET: BRIDGE ABUTMENT
 KV0142_STAMPING: 21.401 J 12 1933
 KV0142_MARK LOGO: CGS   
 KV0142_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0142_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0142+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2006
 KV0142
 KV0142  HISTORY     - Date     Condition        Report By
 KV0142  HISTORY     - 1933     MONUMENTED       CGS
 KV0142  HISTORY     - 1934     GOOD             CGS
 KV0142  HISTORY     - 1956     GOOD             CGS
 KV0142  HISTORY     - 1979     GOOD             NGS
 KV0142  HISTORY     - 19960827 GOOD             NJGS
 KV0142  HISTORY     - 19970309 GOOD             USPSQD
 KV0142  HISTORY     - 20060617 GOOD             GEOCAC
 KV0142
 KV0142                          STATION DESCRIPTION
 KV0142
 KV0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0142'AT HACKENSACK.
 KV0142'AT HACKENSACK, BERGEN COUNTY, ON FIRST STREET, ABOUT 600 FEET
 KV0142'EAST OF THE HIGH SCHOOL, AT THE NEW YORK, SUSQUEHANNA AND WESTERN
 KV0142'RAILROAD OVERHEAD CROSSING, DIRECTLY UNDER THE CENTERLINE OF THE
 KV0142'TRACK, IN THE SOUTH MASONRY BACK WALL OF THE UNDERPASS, 30 FEET
 KV0142'SOUTH OF THE CENTERLINE OF FIRST STREET, AND ABOUT 5 FEET HIGHER
 KV0142'THAN THE SIDEWALK.  A STANDARD DISK, STAMPED 21.401 J 12 1933.
 KV0142
 KV0142                          STATION RECOVERY (1956)
 KV0142
 KV0142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 KV0142'RECOVERED IN GOOD CONDITION.
 KV0142
 KV0142                          STATION RECOVERY (1979)
 KV0142
 KV0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0142'RECOVERED IN GOOD CONDITION.
 KV0142
 KV0142                          STATION RECOVERY (1996)
 KV0142
 KV0142'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV0142'RECOVERED AS DESCRIBED.
 KV0142
 KV0142                          STATION RECOVERY (1997)
 KV0142
 KV0142'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV0142'RECOVERED IN GOOD CONDITION.
 KV0142
 KV0142                          STATION RECOVERY (2006)
 KV0142
 KV0142'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0406 ***********************************************************************
 LY0406  DESIGNATION -  J 13
 LY0406  PID         -  LY0406
 LY0406  STATE/COUNTY-  NJ/MORRIS
 LY0406  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY0406
 LY0406                         *CURRENT SURVEY CONTROL
 LY0406  ___________________________________________________________________
 LY0406* NAD 83(1986)-  41 01 38.     (N)    074 25 01.     (W)     SCALED    
 LY0406* NAVD 88     -       207.460  (meters)     680.64   (feet)  ADJUSTED  
 LY0406  ___________________________________________________________________
 LY0406  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 LY0406  DYNAMIC HT  -         207.370 (meters)     680.35  (feet)  COMP
 LY0406  MODELED GRAV-     980,183.2   (mgal)                       NAVD 88
 LY0406
 LY0406  VERT ORDER  -  FIRST     CLASS II
 LY0406
 LY0406.The horizontal coordinates were scaled from a topographic map and have
 LY0406.an estimated accuracy of +/- 6 seconds.
 LY0406
 LY0406.The orthometric height was determined by differential leveling
 LY0406.and adjusted by the National Geodetic Survey in June 1991..
 LY0406
 LY0406.The geoid height was determined by GEOID03.
 LY0406
 LY0406.The dynamic height is computed by dividing the NAVD 88
 LY0406.geopotential number by the normal gravity value computed on the
 LY0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0406.degrees latitude (g = 980.6199 gals.).
 LY0406
 LY0406.The modeled gravity was interpolated from observed gravity values.
 LY0406
 LY0406;                    North         East    Units  Estimated Accuracy
 LY0406;SPC NJ       -   243,570.      156,980.      MT  (+/- 180 meters Scaled)
 LY0406
 LY0406                          SUPERSEDED SURVEY CONTROL
 LY0406
 LY0406  NGVD 29 (??/??/92)  207.670  (m)          681.33   (f) ADJ UNCH    1 2
 LY0406
 LY0406.Superseded values are not recommended for survey control.
 LY0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0406.See file dsdata.txt to determine how the superseded data were derived.
 LY0406
 LY0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL490419(NAD 83)
 LY0406_MARKER: DB = BENCH MARK DISK
 LY0406_SETTING: 80 = SET IN A BOULDER
 LY0406_SP_SET: BOULDER
 LY0406_STAMPING: 681.331 J 13 1933
 LY0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0406+STABILITY: SURFACE MOTION
 LY0406
 LY0406  HISTORY     - Date     Condition        Report By
 LY0406  HISTORY     - 1933     MONUMENTED       CGS
 LY0406  HISTORY     - 1934     GOOD             NGS
 LY0406  HISTORY     - 1979     MARK NOT FOUND   NGS
 LY0406
 LY0406                          STATION DESCRIPTION
 LY0406
 LY0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0406'0.6 MI E FROM CHARLOTTEBURGH.
 LY0406'IN MORRIS COUNTY, 0.6 MILE EAST ALONG THE NEW YORK, SUSQUEHANNA
 LY0406'AND WESTERN RAILROAD FROM THE STATION AT CHARLOTTEBURGH, PASSAIC
 LY0406'COUNTY, ABOUT 870 FEET EAST OF THE EAST END OF BRIDGE 42.69 OVER
 LY0406'PEQUANNOCK RIVER, AT THE DIVERGENCE OF A BRANCH TRACK TO GREEN
 LY0406'POND, 26 FEET SOUTH OF THE SOUTH RAIL, IN THE TOP OF A LARGE
 LY0406'BOULDER, AND ABOUT 6 FEET HIGHER THAN THE TOP OF THE RAIL.  A
 LY0406'STANDARD DISK, STAMPED 681.331 J 13 1933.
 LY0406
 LY0406                          STATION RECOVERY (1979)
 LY0406
 LY0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0406'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0362 ***********************************************************************
 LY0362  DESIGNATION -  J 14
 LY0362  PID         -  LY0362
 LY0362  STATE/COUNTY-  NJ/BERGEN
 LY0362  USGS QUAD   -  RAMSEY (1995)
 LY0362
 LY0362                         *CURRENT SURVEY CONTROL
 LY0362  ___________________________________________________________________
 LY0362* NAD 83(1986)-  41 01 49.     (N)    074 07 53.     (W)     SCALED    
 LY0362* NAVD 88     -        88.757  (meters)     291.20   (feet)  ADJUSTED  
 LY0362  ___________________________________________________________________
 LY0362  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LY0362  DYNAMIC HT  -          88.721 (meters)     291.08  (feet)  COMP
 LY0362  MODELED GRAV-     980,220.2   (mgal)                       NAVD 88
 LY0362
 LY0362  VERT ORDER  -  FIRST     CLASS II
 LY0362
 LY0362.The horizontal coordinates were scaled from a topographic map and have
 LY0362.an estimated accuracy of +/- 6 seconds.
 LY0362
 LY0362.The orthometric height was determined by differential leveling
 LY0362.and adjusted by the National Geodetic Survey in June 1991..
 LY0362
 LY0362.The geoid height was determined by GEOID03.
 LY0362
 LY0362.The dynamic height is computed by dividing the NAVD 88
 LY0362.geopotential number by the normal gravity value computed on the
 LY0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0362.degrees latitude (g = 980.6199 gals.).
 LY0362
 LY0362.The modeled gravity was interpolated from observed gravity values.
 LY0362
 LY0362;                    North         East    Units  Estimated Accuracy
 LY0362;SPC NJ       -   243,980.      181,000.      MT  (+/- 180 meters Scaled)
 LY0362
 LY0362                          SUPERSEDED SURVEY CONTROL
 LY0362
 LY0362  NGVD 29 (??/??/92)   89.065  (m)          292.21   (f) ADJ UNCH    1 2
 LY0362
 LY0362.Superseded values are not recommended for survey control.
 LY0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0362.See file dsdata.txt to determine how the superseded data were derived.
 LY0362
 LY0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL730424(NAD 83)
 LY0362_MARKER: DB = BENCH MARK DISK
 LY0362_SETTING: 80 = SET IN A BOULDER
 LY0362_SP_SET: BOULDER
 LY0362_STAMPING: J 14 1933
 LY0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0362+STABILITY: SURFACE MOTION
 LY0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0362+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2006
 LY0362
 LY0362  HISTORY     - Date     Condition        Report By
 LY0362  HISTORY     - 1933     MONUMENTED       CGS
 LY0362  HISTORY     - 1964     GOOD             NGS
 LY0362  HISTORY     - 1979     GOOD             NGS
 LY0362  HISTORY     - 19940821 GOOD             USPSQD
 LY0362  HISTORY     - 20060621 GOOD             GEOCAC
 LY0362
 LY0362                          STATION DESCRIPTION
 LY0362
 LY0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 LY0362'AT ALLENDALE.
 LY0362'AT ALLENDALE, BERGEN COUNTY, 130 FEET WEST OF THE ERIE
 LY0362'LACKAWANNA RAILROAD STATION, 120 FEET EAST OF THE CITY FIRE
 LY0362'STATION, 8 YARDS SOUTH OF A DRIVEWAY TO THE STATION, IN THE
 LY0362'TOP OF A LARGE EMBEDDED BOULDER, AND ABOUT 6 INCHES HIGHER
 LY0362'THAN THE LAWN.  A STANDARD DISK, STAMPED J 14 1933.
 LY0362
 LY0362                          STATION RECOVERY (1979)
 LY0362
 LY0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0362'RECOVERED IN GOOD CONDITION.
 LY0362
 LY0362                          STATION RECOVERY (1994)
 LY0362
 LY0362'RECOVERY NOTE BY US POWER SQUADRON 1994
 LY0362'RECOVERED IN GOOD CONDITION.
 LY0362
 LY0362                          STATION RECOVERY (2006)
 LY0362
 LY0362'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 LY0362'MARK IS ON THE PROPERTY OF THE FIRE STATION AND ACROSS THE PARKING
 LY0362'AREA AND STREET FROM THE NEW JERSEY TRANSIT STATION. FIRE STATION
 LY0362'BURNED IN 1963 AND HAS BEEN REPLACED BY A NEW STRUCTURE TO THE
 LY0362'SOUTHEAST. DRIVEWAY TO THE STATION HAS BEEN REPLACED BY PARKING. NEW
 LY0362'DESCRIPTION FOLLOWS.
 LY0362' 
 LY0362'MARK IS 8 FEET SOUTH SOUTHWEST OF UTILITY POLE 55559 37551, 14.4 FEET
 LY0362'SOUTH OF A FIRE HYDRANT, 24 FEET WEST SOUTHWEST OF THE CENTERLINE OF
 LY0362'THE ROAD, AND 53.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FIRE
 LY0362'STATION. MARK IS ABOUT LEVEL WITH THE LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1274 ***********************************************************************
 KV1274  DESIGNATION -  J 15
 KV1274  PID         -  KV1274
 KV1274  STATE/COUNTY-  NJ/WARREN
 KV1274  USGS QUAD   -  HACKETTSTOWN (1976)
 KV1274
 KV1274                         *CURRENT SURVEY CONTROL
 KV1274  ___________________________________________________________________
 KV1274* NAD 83(1986)-  40 51 19.     (N)    074 49 53.     (W)     SCALED    
 KV1274* NAVD 88     -       173.928  (meters)     570.63   (feet)  ADJUSTED  
 KV1274  ___________________________________________________________________
 KV1274  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KV1274  DYNAMIC HT  -         173.849 (meters)     570.37  (feet)  COMP
 KV1274  MODELED GRAV-     980,167.9   (mgal)                       NAVD 88
 KV1274
 KV1274  VERT ORDER  -  SECOND    CLASS 0
 KV1274
 KV1274.The horizontal coordinates were scaled from a topographic map and have
 KV1274.an estimated accuracy of +/- 6 seconds.
 KV1274
 KV1274.The orthometric height was determined by differential leveling
 KV1274.and adjusted by the National Geodetic Survey in June 1991..
 KV1274
 KV1274.The geoid height was determined by GEOID03.
 KV1274
 KV1274.The dynamic height is computed by dividing the NAVD 88
 KV1274.geopotential number by the normal gravity value computed on the
 KV1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1274.degrees latitude (g = 980.6199 gals.).
 KV1274
 KV1274.The modeled gravity was interpolated from observed gravity values.
 KV1274
 KV1274;                    North         East    Units  Estimated Accuracy
 KV1274;SPC NJ       -   224,530.      122,060.      MT  (+/- 180 meters Scaled)
 KV1274
 KV1274                          SUPERSEDED SURVEY CONTROL
 KV1274
 KV1274  NGVD 29 (??/??/??)  174.148  (m)          571.35   (f) ADJUSTED    2 0
 KV1274
 KV1274.Superseded values are not recommended for survey control.
 KV1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1274.See file dsdata.txt to determine how the superseded data were derived.
 KV1274
 KV1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL142227(NAD 83)
 KV1274_MARKER: DB = BENCH MARK DISK
 KV1274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1274_SP_SET: BUILDING
 KV1274_STAMPING: J 15 1933 571.351
 KV1274_MARK LOGO: CGS   
 KV1274_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1274+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2005
 KV1274
 KV1274  HISTORY     - Date     Condition        Report By
 KV1274  HISTORY     - 1933     MONUMENTED       CGS
 KV1274  HISTORY     - 1942     GOOD             CGS
 KV1274  HISTORY     - 19960222 GOOD             NJGS
 KV1274  HISTORY     - 20050930 GOOD             AASCO
 KV1274
 KV1274                          STATION DESCRIPTION
 KV1274
 KV1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1274'AT HACKETTSTOWN.
 KV1274'AT HACKETTSTOWN, WARREN COUNTY, 150 YARDS NORTH OF THE NORTH
 KV1274'END OF THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD STATION, IN
 KV1274'THE EAST FACE OF THE AMERICAN SAWMILL MACHINERY CO. BUILDING, 15
 KV1274'YARDS WEST OF THE WEST RAIL, 14 YARDS NORTH OF THE CENTERLINE OF
 KV1274'MAIN STREET, 1 FOOT NORTH OF THE SOUTHEAST CORNER OF THE
 KV1274'BUILDING, AND ABOUT 4 FEET ABOVE THE GROUND.  THE MARK NOW HAS
 KV1274'THE ELEVATION STAMPED ON IT.  NOTE-- THE DELAWARE, LACKAWANNA
 KV1274'AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE
 KV1274'ERIE RAILROAD IS NOW THE ERIE LACKWANNA RAILROAD.
 KV1274
 KV1274                          STATION RECOVERY (1996)
 KV1274
 KV1274'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV1274'RECOVERED AS DESCRIBED.
 KV1274
 KV1274                          STATION RECOVERY (2005)
 KV1274
 KV1274'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2005 (JAL)
 KV1274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0764 ***********************************************************************
 KV0764  DESIGNATION -  J 16
 KV0764  PID         -  KV0764
 KV0764  STATE/COUNTY-  NJ/MONMOUTH
 KV0764  USGS QUAD   -  KEYPORT (1977)
 KV0764
 KV0764                         *CURRENT SURVEY CONTROL
 KV0764  ___________________________________________________________________
 KV0764* NAD 83(1986)-  40 25 12.     (N)    074 13 26.     (W)     SCALED    
 KV0764* NAVD 88     -        12.259  (meters)      40.22   (feet)  ADJUSTED  
 KV0764  ___________________________________________________________________
 KV0764  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV0764  DYNAMIC HT  -          12.255 (meters)      40.21  (feet)  COMP
 KV0764  MODELED GRAV-     980,221.7   (mgal)                       NAVD 88
 KV0764
 KV0764  VERT ORDER  -  FIRST     CLASS II
 KV0764
 KV0764.The horizontal coordinates were scaled from a topographic map and have
 KV0764.an estimated accuracy of +/- 6 seconds.
 KV0764
 KV0764.The orthometric height was determined by differential leveling
 KV0764.and adjusted by the National Geodetic Survey in June 1991..
 KV0764
 KV0764.The geoid height was determined by GEOID03.
 KV0764
 KV0764.The dynamic height is computed by dividing the NAVD 88
 KV0764.geopotential number by the normal gravity value computed on the
 KV0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0764.degrees latitude (g = 980.6199 gals.).
 KV0764
 KV0764.The modeled gravity was interpolated from observed gravity values.
 KV0764
 KV0764;                    North         East    Units  Estimated Accuracy
 KV0764;SPC NJ       -   176,180.      173,430.      MT  (+/- 180 meters Scaled)
 KV0764
 KV0764                          SUPERSEDED SURVEY CONTROL
 KV0764
 KV0764  NGVD 29 (04/16/92)   12.479  (m)           40.94   (f) ADJUSTED    1 2
 KV0764
 KV0764.Superseded values are not recommended for survey control.
 KV0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0764.See file dsdata.txt to determine how the superseded data were derived.
 KV0764
 KV0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK658746(NAD 83)
 KV0764_MARKER: DB = BENCH MARK DISK
 KV0764_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0764_SP_SET: BUILDING
 KV0764_STAMPING: J 16 1933
 KV0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0764
 KV0764  HISTORY     - Date     Condition        Report By
 KV0764  HISTORY     - 1933     MONUMENTED       CGS
 KV0764  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0764  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KV0764  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KV0764
 KV0764                          STATION DESCRIPTION
 KV0764
 KV0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0764'AT MATAWAN.
 KV0764'AT MATAWAN, ALONG THE NEW YORK AND LONG BRANCH RAILROAD, ABOUT
 KV0764'127 YARDS NORTHWEST AND ACROSS TRACK FROM NORTH CORNER OF
 KV0764'STATION, SET VERTICALY IN THE SOUTHWEST FACE AT WEST CORNER OF
 KV0764'MATAWAN TILE COMPANY BUILDING, 47 FEET NORTHEAST OF NORTHEAST
 KV0764'RAIL OF NORTHWEST BOUND TRACK, 16 FEET NORTHEAST OF NORTHEAST
 KV0764'RAIL OF A SIDE TRACK, 0.9 FOOT SOUTHEAST OF WEST CORNER AND ABOUT
 KV0764'4 FEET ABOVE TRACK.  NOTE-- AN EXTENSION WAS ADDED TO THE
 KV0764'SOUTHWEST SIDE OF THE MATAWAN TILE COMPANY BUILDING.
 KV0764
 KV0764                          STATION RECOVERY (1986)
 KV0764
 KV0764'RECOVERY NOTE BY US POWER SQUADRON 1986 (CWK)
 KV0764'MARK NOT FOUND.
 KV0764
 KV0764                          STATION RECOVERY (1986)
 KV0764
 KV0764'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0717 ***********************************************************************
 KV0717  DESIGNATION -  J 17
 KV0717  PID         -  KV0717
 KV0717  STATE/COUNTY-  NJ/MONMOUTH
 KV0717  USGS QUAD   -  SANDY HOOK (1981)
 KV0717
 KV0717                         *CURRENT SURVEY CONTROL
 KV0717  ___________________________________________________________________
 KV0717* NAD 83(1986)-  40 27 41.     (N)    074 00 08.     (W)     SCALED    
 KV0717* NAVD 88     -         2.584  (meters)       8.48   (feet)  ADJUSTED  
 KV0717  ___________________________________________________________________
 KV0717  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV0717  DYNAMIC HT  -           2.583 (meters)       8.47  (feet)  COMP
 KV0717  MODELED GRAV-     980,202.3   (mgal)                       NAVD 88
 KV0717
 KV0717  VERT ORDER  -  FIRST     CLASS II
 KV0717
 KV0717.The horizontal coordinates were scaled from a topographic map and have
 KV0717.an estimated accuracy of +/- 6 seconds.
 KV0717
 KV0717.The orthometric height was determined by differential leveling
 KV0717.and adjusted by the National Geodetic Survey in June 1991..
 KV0717
 KV0717.The geoid height was determined by GEOID03.
 KV0717
 KV0717.The dynamic height is computed by dividing the NAVD 88
 KV0717.geopotential number by the normal gravity value computed on the
 KV0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0717.degrees latitude (g = 980.6199 gals.).
 KV0717
 KV0717.The modeled gravity was interpolated from observed gravity values.
 KV0717
 KV0717;                    North         East    Units  Estimated Accuracy
 KV0717;SPC NJ       -   180,860.      192,220.      MT  (+/- 180 meters Scaled)
 KV0717
 KV0717                          SUPERSEDED SURVEY CONTROL
 KV0717
 KV0717  NGVD 29 (04/16/92)    2.903  (m)            9.52   (f) ADJUSTED    1 2
 KV0717
 KV0717.Superseded values are not recommended for survey control.
 KV0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0717.See file dsdata.txt to determine how the superseded data were derived.
 KV0717
 KV0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK845794(NAD 83)
 KV0717_MARKER: DB = BENCH MARK DISK
 KV0717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0717_SP_SET: MANHOLE
 KV0717_STAMPING: J 17 1940
 KV0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0717
 KV0717  HISTORY     - Date     Condition        Report By
 KV0717  HISTORY     - 1940     MONUMENTED       DOD
 KV0717  HISTORY     - 1964     GOOD             CGS
 KV0717  HISTORY     - 19920725 MARK NOT FOUND   USPSQD
 KV0717
 KV0717                          STATION DESCRIPTION
 KV0717
 KV0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0717'AT FORT HANCOCK.
 KV0717'AT FORT HANCOCK, ABOUT 75 YARDS NORTHEAST OF THE LIGHTHOUSE,
 KV0717'25.0 FEET SOUTHEAST OF THE CENTER LINE OF HUDSON ROAD, 16.5
 KV0717'FEET NORTHWEST OF THE NORTHWEST EDGE OF THE BOTTOM STEP OF THE
 KV0717'CONCRETE WALL OF OLD FORT, ABOUT 1 FOOT ABOVE HUDSON ROAD,
 KV0717'AND IS SET IN THE TOP OF THE EAST CORNER OF MANHOLE WHICH
 KV0717'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 KV0717
 KV0717                          STATION RECOVERY (1992)
 KV0717
 KV0717'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1706 ***********************************************************************
 KV1706  DESIGNATION -  J 18
 KV1706  PID         -  KV1706
 KV1706  STATE/COUNTY-  NJ/WARREN
 KV1706  USGS QUAD   -  EASTON (1994)
 KV1706
 KV1706                         *CURRENT SURVEY CONTROL
 KV1706  ___________________________________________________________________
 KV1706* NAD 83(1986)-  40 38 22.     (N)    075 11 26.     (W)     SCALED    
 KV1706* NAVD 88     -        52.958  (meters)     173.75   (feet)  ADJUSTED  
 KV1706  ___________________________________________________________________
 KV1706  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KV1706  DYNAMIC HT  -          52.933 (meters)     173.66  (feet)  COMP
 KV1706  MODELED GRAV-     980,152.1   (mgal)                       NAVD 88
 KV1706
 KV1706  VERT ORDER  -  SECOND    CLASS 0
 KV1706
 KV1706.The horizontal coordinates were scaled from a topographic map and have
 KV1706.an estimated accuracy of +/- 6 seconds.
 KV1706
 KV1706.The orthometric height was determined by differential leveling
 KV1706.and adjusted by the National Geodetic Survey in June 1991..
 KV1706
 KV1706.The geoid height was determined by GEOID03.
 KV1706
 KV1706.The dynamic height is computed by dividing the NAVD 88
 KV1706.geopotential number by the normal gravity value computed on the
 KV1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1706.degrees latitude (g = 980.6199 gals.).
 KV1706
 KV1706.The modeled gravity was interpolated from observed gravity values.
 KV1706
 KV1706;                    North         East    Units  Estimated Accuracy
 KV1706;SPC NJ       -   200,740.       91,590.      MT  (+/- 180 meters Scaled)
 KV1706
 KV1706                          SUPERSEDED SURVEY CONTROL
 KV1706
 KV1706  NGVD 29 (??/??/??)   53.197  (m)          174.53   (f) ADJUSTED    2 0
 KV1706
 KV1706.Superseded values are not recommended for survey control.
 KV1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1706.See file dsdata.txt to determine how the superseded data were derived.
 KV1706
 KV1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK838987(NAD 83)
 KV1706_MARKER: DB = BENCH MARK DISK
 KV1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1706_STAMPING: J 18 1935
 KV1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1706+STABILITY: SURFACE MOTION
 KV1706
 KV1706  HISTORY     - Date     Condition        Report By
 KV1706  HISTORY     - 1935     MONUMENTED       CGS
 KV1706  HISTORY     - 1956     MARK NOT FOUND   CGS
 KV1706
 KV1706                          STATION DESCRIPTION
 KV1706
 KV1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1706'5 MI S FROM PHILLIPSBURG.
 KV1706'5.0 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KV1706'AT PHILLIPSBURG, WARREN COUNTY, 25 RAILS SOUTH OF AN ALARM SIGNAL,
 KV1706'AND 10 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED J 18
 KV1706'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK PROBABLY
 KV1706'STILL IN POSITION BUT UNDER A FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1394 ***********************************************************************
 KV1394  DESIGNATION -  J 19
 KV1394  PID         -  KV1394
 KV1394  STATE/COUNTY-  NJ/SOMERSET
 KV1394  USGS QUAD   -  FLEMINGTON (1977)
 KV1394
 KV1394                         *CURRENT SURVEY CONTROL
 KV1394  ___________________________________________________________________
 KV1394* NAD 83(1986)-  40 30 31.     (N)    074 45 22.     (W)     SCALED    
 KV1394* NAVD 88     -        25.569  (meters)      83.89   (feet)  ADJUSTED  
 KV1394  ___________________________________________________________________
 KV1394  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KV1394  DYNAMIC HT  -          25.557 (meters)      83.85  (feet)  COMP
 KV1394  MODELED GRAV-     980,167.5   (mgal)                       NAVD 88
 KV1394
 KV1394  VERT ORDER  -  SECOND    CLASS 0
 KV1394
 KV1394.The horizontal coordinates were scaled from a topographic map and have
 KV1394.an estimated accuracy of +/- 6 seconds.
 KV1394
 KV1394.The orthometric height was determined by differential leveling
 KV1394.and adjusted by the National Geodetic Survey in June 1991..
 KV1394
 KV1394.The geoid height was determined by GEOID03.
 KV1394
 KV1394.The dynamic height is computed by dividing the NAVD 88
 KV1394.geopotential number by the normal gravity value computed on the
 KV1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1394.degrees latitude (g = 980.6199 gals.).
 KV1394
 KV1394.The modeled gravity was interpolated from observed gravity values.
 KV1394
 KV1394;                    North         East    Units  Estimated Accuracy
 KV1394;SPC NJ       -   186,020.      128,300.      MT  (+/- 180 meters Scaled)
 KV1394
 KV1394                          SUPERSEDED SURVEY CONTROL
 KV1394
 KV1394  NGVD 29 (??/??/??)   25.827  (m)           84.73   (f) ADJUSTED    2 0
 KV1394
 KV1394.Superseded values are not recommended for survey control.
 KV1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1394.See file dsdata.txt to determine how the superseded data were derived.
 KV1394
 KV1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK206842(NAD 83)
 KV1394_MARKER: DB = BENCH MARK DISK
 KV1394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1394_SP_SET: BRIDGE FOOTING
 KV1394_STAMPING: J 19 1935
 KV1394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1394
 KV1394  HISTORY     - Date     Condition        Report By
 KV1394  HISTORY     - 1935     MONUMENTED       CGS
 KV1394  HISTORY     - 20021130 MARK NOT FOUND   USPSQD
 KV1394
 KV1394                          STATION DESCRIPTION
 KV1394
 KV1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1394'7.2 MI E FROM FLEMINGTON.
 KV1394'IN SOMERSET COUNTY, 7.2 MILES EAST ALONG THE CENTRAL RAILROAD CO.
 KV1394'OF NEW JERSEY RAILROAD FROM THE COUNTY COURTHOUSE AT FLEMINGTON,
 KV1394'HUNTERDON COUNTY, AT BRIDGE 9.28, AND IN THE TOP OF THE SOUTHWEST
 KV1394'CORNER OF THE CONCRETE BASE.
 KV1394
 KV1394                          STATION RECOVERY (2002)
 KV1394
 KV1394'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV1394'RAILROAD TRACKS AND BRIDGE NO LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0983 ***********************************************************************
 KV0983  DESIGNATION -  J 2
 KV0983  PID         -  KV0983
 KV0983  STATE/COUNTY-  NJ/MIDDLESEX
 KV0983  USGS QUAD   -  HIGHTSTOWN (1981)
 KV0983
 KV0983                         *CURRENT SURVEY CONTROL
 KV0983  ___________________________________________________________________
 KV0983* NAD 83(1986)-  40 20 36.     (N)    074 35 22.     (W)     SCALED    
 KV0983* NAVD 88     -        21.946  (meters)      72.00   (feet)  POSTED    
 KV0983  ___________________________________________________________________
 KV0983  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KV0983  DYNAMIC HT  -          21.940 (meters)      71.98  (feet)  COMP
 KV0983  MODELED GRAV-     980,179.9   (mgal)                       NAVD 88
 KV0983
 KV0983  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KV0983
 KV0983.The horizontal coordinates were scaled from a topographic map and have
 KV0983.an estimated accuracy of +/- 6 seconds.
 KV0983
 KV0983.The orthometric height was determined by differential leveling
 KV0983.and adjusted by the National Geodetic Survey in 1992..
 KV0983.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KV0983.rate of 0.0 thru 1.0 mm/km.
 KV0983
 KV0983.The geoid height was determined by GEOID03.
 KV0983
 KV0983.The dynamic height is computed by dividing the NAVD 88
 KV0983.geopotential number by the normal gravity value computed on the
 KV0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0983.degrees latitude (g = 980.6199 gals.).
 KV0983
 KV0983.The modeled gravity was interpolated from observed gravity values.
 KV0983
 KV0983;                    North         East    Units  Estimated Accuracy
 KV0983;SPC NJ       -   167,640.      142,400.      MT  (+/- 180 meters Scaled)
 KV0983
 KV0983                          SUPERSEDED SURVEY CONTROL
 KV0983
 KV0983  NGVD 29 (??/??/??)   22.279  (m)           73.09   (f) ADJUSTED    1 2
 KV0983
 KV0983.Superseded values are not recommended for survey control.
 KV0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0983.See file dsdata.txt to determine how the superseded data were derived.
 KV0983
 KV0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK348659(NAD 83)
 KV0983_MARKER: DB = BENCH MARK DISK
 KV0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0983_STAMPING: J 2 1924
 KV0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0983+STABILITY: SURFACE MOTION
 KV0983
 KV0983  HISTORY     - Date     Condition        Report By
 KV0983  HISTORY     - 1924     MONUMENTED       CGS
 KV0983  HISTORY     - 1956     GOOD             CGS
 KV0983
 KV0983                          STATION DESCRIPTION
 KV0983
 KV0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0983'0.9 MI NE FROM PLAINSBORO.
 KV0983'0.9 MILE NORTHEAST ALONG THE MAIN LINE OF THE PENNSYLVANIA
 KV0983'RAILROAD FROM THE STATION AT PLAINSBORO, NEAR A COUNTY ROAD
 KV0983'OVERPASS, AT THE SITE OF A FORMER ROAD CROSSING, 96.2 FEET
 KV0983'NORTHEAST OF THE NORTHEAST END OF THE FIRST CONCRETE PIER NORTHWEST
 KV0983'OF THE TRACK WHICH SUPPORTS THE COUNTY ROAD OVERPASS, 51.3 FEET
 KV0983'NORTHEAST OF THE NORTHEAST SIDE OF A CONCRETE BASE SUPPORTING A
 KV0983'STEEL TRANSMISSION TOWER, 10.9 FEET NORTHWEST OF THE NORTHWEST
 KV0983'RAIL, 10 FEET NORTHEAST OF THE EXTENDED CENTER LINE OF THE
 KV0983'ABANDONED ROAD, 1 1/2 FEET BELOW THE LEVEL OF THE TRACK AND SET
 KV0983'IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0677 ***********************************************************************
 KV0677  DESIGNATION -  J 20
 KV0677  PID         -  KV0677
 KV0677  STATE/COUNTY-  NJ/ESSEX
 KV0677  USGS QUAD   -  ROSELLE (1995)
 KV0677
 KV0677                         *CURRENT SURVEY CONTROL
 KV0677  ___________________________________________________________________
 KV0677* NAD 83(1986)-  40 44 58.     (N)    074 15 28.     (W)     SCALED    
 KV0677* NAVD 88     -        47.514  (meters)     155.89   (feet)  ADJUSTED  
 KV0677  ___________________________________________________________________
 KV0677  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV0677  DYNAMIC HT  -          47.493 (meters)     155.82  (feet)  COMP
 KV0677  MODELED GRAV-     980,197.2   (mgal)                       NAVD 88
 KV0677
 KV0677  VERT ORDER  -  SECOND    CLASS 0
 KV0677
 KV0677.The horizontal coordinates were scaled from a topographic map and have
 KV0677.an estimated accuracy of +/- 6 seconds.
 KV0677
 KV0677.The orthometric height was determined by differential leveling
 KV0677.and adjusted by the National Geodetic Survey in June 1991..
 KV0677
 KV0677.The geoid height was determined by GEOID03.
 KV0677
 KV0677.The dynamic height is computed by dividing the NAVD 88
 KV0677.geopotential number by the normal gravity value computed on the
 KV0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0677.degrees latitude (g = 980.6199 gals.).
 KV0677
 KV0677.The modeled gravity was interpolated from observed gravity values.
 KV0677
 KV0677;                    North         East    Units  Estimated Accuracy
 KV0677;SPC NJ       -   212,750.      170,450.      MT  (+/- 180 meters Scaled)
 KV0677
 KV0677                          SUPERSEDED SURVEY CONTROL
 KV0677
 KV0677  NGVD 29 (??/??/??)   47.827  (m)          156.91   (f) ADJUSTED    2 0
 KV0677
 KV0677.Superseded values are not recommended for survey control.
 KV0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0677.See file dsdata.txt to determine how the superseded data were derived.
 KV0677
 KV0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL626112(NAD 83)
 KV0677_MARKER: DB = BENCH MARK DISK
 KV0677_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0677_SP_SET: UNDERPASS
 KV0677_STAMPING: J 20 1935
 KV0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0677+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2006
 KV0677
 KV0677  HISTORY     - Date     Condition        Report By
 KV0677  HISTORY     - 1935     MONUMENTED       CGS
 KV0677  HISTORY     - 1971     GOOD             USGS
 KV0677  HISTORY     - 20060704 GOOD             GEOCAC
 KV0677
 KV0677                          STATION DESCRIPTION
 KV0677
 KV0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0677'AT SOUTH ORANGE.
 KV0677'AT SOUTH ORANGE, ESSEX COUNTY, ON THE DELAWARE, LACKAWANNA AND
 KV0677'WESTERN RAILROAD, AT THE MEADE STREET UNDERPASS, AT THE BACK OF A
 KV0677'BANISTER, AND IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 KV0677'TOPPING BLOCK.  A STANDARD DISK, STAMPED J 20 1935.  NOTE-- THE
 KV0677'DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE
 KV0677'LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA
 KV0677'RAILROAD.
 KV0677
 KV0677                          STATION RECOVERY (1971)
 KV0677
 KV0677'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KV0677'RECOVERED IN GOOD CONDITION.
 KV0677
 KV0677                          STATION RECOVERY (2006)
 KV0677
 KV0677'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0677'FOUND BY DESCRIPTION. ON SOUTHEAST CORNER OF NORTHEAST HEADWALL OF
 KV0677'RAILROAD BRIDGE OVER MEADE STREET, IN THE VILLAGE OF SOUTH ORANGE.
 KV0677'ERIE LACKAWANNA RAILROAD IS NOW THE MORRIS AND ESSEX DIVISION OF NJ
 KV0677'TRANSPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1605 ***********************************************************************
 KV1605  DESIGNATION -  J 22
 KV1605  PID         -  KV1605
 KV1605  STATE/COUNTY-  NJ/WARREN
 KV1605  USGS QUAD   -  BELVIDERE (1992)
 KV1605
 KV1605                         *CURRENT SURVEY CONTROL
 KV1605  ___________________________________________________________________
 KV1605* NAD 83(1986)-  40 46 48.     (N)    075 05 59.     (W)     SCALED    
 KV1605* NAVD 88     -        97.833  (meters)     320.97   (feet)  ADJUSTED  
 KV1605  ___________________________________________________________________
 KV1605  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KV1605  DYNAMIC HT  -          97.788 (meters)     320.83  (feet)  COMP
 KV1605  MODELED GRAV-     980,170.5   (mgal)                       NAVD 88
 KV1605
 KV1605  VERT ORDER  -  SECOND    CLASS 0
 KV1605
 KV1605.The horizontal coordinates were scaled from a topographic map and have
 KV1605.an estimated accuracy of +/- 6 seconds.
 KV1605
 KV1605.The orthometric height was determined by differential leveling
 KV1605.and adjusted by the National Geodetic Survey in June 1991..
 KV1605
 KV1605.The geoid height was determined by GEOID03.
 KV1605
 KV1605.The dynamic height is computed by dividing the NAVD 88
 KV1605.geopotential number by the normal gravity value computed on the
 KV1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1605.degrees latitude (g = 980.6199 gals.).
 KV1605
 KV1605.The modeled gravity was interpolated from observed gravity values.
 KV1605
 KV1605;                    North         East    Units  Estimated Accuracy
 KV1605;SPC NJ       -   216,290.       99,380.      MT  (+/- 180 meters Scaled)
 KV1605
 KV1605                          SUPERSEDED SURVEY CONTROL
 KV1605
 KV1605  NGVD 29 (??/??/??)   98.049  (m)          321.68   (f) ADJUSTED    2 0
 KV1605
 KV1605.Superseded values are not recommended for survey control.
 KV1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1605.See file dsdata.txt to determine how the superseded data were derived.
 KV1605
 KV1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL915143(NAD 83)
 KV1605_MARKER: DB = BENCH MARK DISK
 KV1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1605_STAMPING: J 22 1942
 KV1605_MARK LOGO: CGS   
 KV1605_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1605+STABILITY: SURFACE MOTION
 KV1605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1605+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 KV1605
 KV1605  HISTORY     - Date     Condition        Report By
 KV1605  HISTORY     - 1942     MONUMENTED       CGS
 KV1605  HISTORY     - 1964     GOOD             CGS
 KV1605  HISTORY     - 19950119 GOOD             NJGS
 KV1605
 KV1605                          STATION DESCRIPTION
 KV1605
 KV1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1605'AT ROXBURG.
 KV1605'AT ROXBURG, WARREN COUNTY, 74 FEET SOUTHEAST OF THE SOUTHWEST
 KV1605'CORNER OF ROXBURG HOTEL, 44.4 FEET SOUTHEAST OF THE CENTER LINE
 KV1605'OF STATE HIGHWAY 543, 16.4 FEET SOUTHWEST OF THE CENTER LINE
 KV1605'OF A DIRT ROAD, 4.4 FEET NORTH OF THE NORTHEAST CORNER OF A
 KV1605'STORAGE HOUSE, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 KV1605'DISK, STAMPED J 22 1942 AND SET IN THE TOP OF A CONCRETE POST.
 KV1605
 KV1605                          STATION RECOVERY (1964)
 KV1605
 KV1605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV1605'RECOVERED IN GOOD CONDITION.
 KV1605
 KV1605                          STATION RECOVERY (1995)
 KV1605
 KV1605'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1605'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  STATE HIGHWAY 543
 KV1605'IS NOW KNOWN AS COUNTY ROAD 519.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1603 ***********************************************************************
 KV1603  DESIGNATION -  J 23
 KV1603  PID         -  KV1603
 KV1603  STATE/COUNTY-  NJ/WARREN
 KV1603  USGS QUAD   -  BELVIDERE (1992)
 KV1603
 KV1603                         *CURRENT SURVEY CONTROL
 KV1603  ___________________________________________________________________
 KV1603* NAD 83(1986)-  40 51 23.     (N)    075 01 25.     (W)     SCALED    
 KV1603* NAVD 88     -       107.679  (meters)     353.28   (feet)  ADJUSTED  
 KV1603  ___________________________________________________________________
 KV1603  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KV1603  DYNAMIC HT  -         107.631 (meters)     353.12  (feet)  COMP
 KV1603  MODELED GRAV-     980,176.1   (mgal)                       NAVD 88
 KV1603
 KV1603  VERT ORDER  -  SECOND    CLASS 0
 KV1603
 KV1603.The horizontal coordinates were scaled from a topographic map and have
 KV1603.an estimated accuracy of +/- 6 seconds.
 KV1603
 KV1603.The orthometric height was determined by differential leveling
 KV1603.and adjusted by the National Geodetic Survey in June 1991..
 KV1603
 KV1603.The geoid height was determined by GEOID03.
 KV1603
 KV1603.The dynamic height is computed by dividing the NAVD 88
 KV1603.geopotential number by the normal gravity value computed on the
 KV1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1603.degrees latitude (g = 980.6199 gals.).
 KV1603
 KV1603.The modeled gravity was interpolated from observed gravity values.
 KV1603
 KV1603;                    North         East    Units  Estimated Accuracy
 KV1603;SPC NJ       -   224,730.      105,860.      MT  (+/- 180 meters Scaled)
 KV1603
 KV1603                          SUPERSEDED SURVEY CONTROL
 KV1603
 KV1603  NGVD 29 (??/??/??)  107.884  (m)          353.95   (f) ADJUSTED    2 0
 KV1603
 KV1603.Superseded values are not recommended for survey control.
 KV1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1603.See file dsdata.txt to determine how the superseded data were derived.
 KV1603
 KV1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL980228(NAD 83)
 KV1603_MARKER: DB = BENCH MARK DISK
 KV1603_SETTING: 0 = UNSPECIFIED SETTING
 KV1603_STAMPING: J 23 1942
 KV1603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1603
 KV1603  HISTORY     - Date     Condition        Report By
 KV1603  HISTORY     - 1942     MONUMENTED       CGS
 KV1603  HISTORY     - 19950119 MARK NOT FOUND   NJGS
 KV1603  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 KV1603
 KV1603                          STATION DESCRIPTION
 KV1603
 KV1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1603'4.9 MI S FROM HOPE.
 KV1603'4.9 MILES SOUTH ALONG STATE HIGHWAY 543 FROM THE POST OFFICE AT
 KV1603'HOPE, WARREN COUNTY, THENCE 1/4 MILE NORTHWEST ALONG A TAR
 KV1603'ROAD, AT THE SOUTHEAST CORNER OF A CULTIVATED FIELD, 91 FEET
 KV1603'WEST OF A 28-INCH WALNUT TREE, 24.2 FEET SOUTHWEST OF THE
 KV1603'CENTERLINE OF THE TAR ROAD, 8.5 FEET SOUTHWEST OF A FENCE, 2
 KV1603'FEET WEST OF A RAIL FENCE, AND ABOUT 3 FEET LOWER THAN THE
 KV1603'ROAD.
 KV1603
 KV1603                          STATION RECOVERY (1995)
 KV1603
 KV1603'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1603'THE STATION WAS NOT RECOVERED AT THIS TIME.  STATE ROUTE 543 IS NOW
 KV1603'KNOWN AS COUNTY ROAD 519.
 KV1603
 KV1603                          STATION RECOVERY (1995)
 KV1603
 KV1603'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1332 ***********************************************************************
 KV1332  DESIGNATION -  J 24
 KV1332  PID         -  KV1332
 KV1332  STATE/COUNTY-  NJ/MORRIS
 KV1332  USGS QUAD   -  CHESTER (1981)
 KV1332
 KV1332                         *CURRENT SURVEY CONTROL
 KV1332  ___________________________________________________________________
 KV1332* NAD 83(1986)-  40 48 17.     (N)    074 44 30.     (W)     SCALED    
 KV1332* NAVD 88     -       174.985  (meters)     574.10   (feet)  ADJUSTED  
 KV1332  ___________________________________________________________________
 KV1332  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KV1332  DYNAMIC HT  -         174.904 (meters)     573.83  (feet)  COMP
 KV1332  MODELED GRAV-     980,157.7   (mgal)                       NAVD 88
 KV1332
 KV1332  VERT ORDER  -  SECOND    CLASS 0
 KV1332
 KV1332.The horizontal coordinates were scaled from a topographic map and have
 KV1332.an estimated accuracy of +/- 6 seconds.
 KV1332
 KV1332.The orthometric height was determined by differential leveling
 KV1332.and adjusted by the National Geodetic Survey in June 1991..
 KV1332
 KV1332.The geoid height was determined by GEOID03.
 KV1332
 KV1332.The dynamic height is computed by dividing the NAVD 88
 KV1332.geopotential number by the normal gravity value computed on the
 KV1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1332.degrees latitude (g = 980.6199 gals.).
 KV1332
 KV1332.The modeled gravity was interpolated from observed gravity values.
 KV1332
 KV1332;                    North         East    Units  Estimated Accuracy
 KV1332;SPC NJ       -   218,890.      129,610.      MT  (+/- 180 meters Scaled)
 KV1332
 KV1332                          SUPERSEDED SURVEY CONTROL
 KV1332
 KV1332  NGVD 29 (??/??/??)  175.211  (m)          574.84   (f) ADJUSTED    2 0
 KV1332
 KV1332.Superseded values are not recommended for survey control.
 KV1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1332.See file dsdata.txt to determine how the superseded data were derived.
 KV1332
 KV1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL217171(NAD 83)
 KV1332_MARKER: DB = BENCH MARK DISK
 KV1332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1332_SP_SET: RETAINING WALL
 KV1332_STAMPING: J 24 1942
 KV1332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1332+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 KV1332
 KV1332  HISTORY     - Date     Condition        Report By
 KV1332  HISTORY     - 1942     MONUMENTED       CGS
 KV1332  HISTORY     - 20050702 GOOD             GEOCAC
 KV1332
 KV1332                          STATION DESCRIPTION
 KV1332
 KV1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1332'2.4 MI E FROM LONG VALLEY.
 KV1332'2.4 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 KV1332'FROM THE CROSSING AT LONG VALLEY, MORRIS COUNTY, 3.2 FEET
 KV1332'SOUTHWEST OF MILEPOST 14, IN THE SOUTH RETAINING WALL OF AN
 KV1332'OVERPASS, 10.8 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK,
 KV1332'AND ABOUT 4.5 FEET LOWER THAN THE TRACK.
 KV1332
 KV1332                          STATION RECOVERY (2005)
 KV1332
 KV1332'RECOVERY NOTE BY GEOCACHING 2005 (JRI)
 KV1332'ALONG THE MORRIS COUNTY COLUMBIA HIKING/BIKING TRAIL AND COLUMBIA GAS
 KV1332'PIPELINE, AT THE BRIDGE OVER THE SOUTH BRANCH RARITAN RIVER, IN THE
 KV1332'TOP OF THE SOUTH STONE RETAINING WALL, ABOUT 10 FEET SOUTHWEST OF THE
 KV1332'CENTERLINE OF THE TRAIL AND ABOUT 5 FEET LOWER THAN THE BRIDGE DECK.
 KV1332'THE CENTRAL RAILROAD IS NOW THE MORRIS COUNTY COLUMBIA TRAIL.
 KV1332' 
 KV1332'HANDHELD GPS COORDINATES 40 48 18.2 N 074 44 28.8 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1287 ***********************************************************************
 KV1287  DESIGNATION -  J 25
 KV1287  PID         -  KV1287
 KV1287  STATE/COUNTY-  NJ/WARREN
 KV1287  USGS QUAD   -  HACKETTSTOWN (1976)
 KV1287
 KV1287                         *CURRENT SURVEY CONTROL
 KV1287  ___________________________________________________________________
 KV1287* NAD 83(1986)-  40 49 10.     (N)    074 50 46.     (W)     SCALED    
 KV1287* NAVD 88     -       166.098  (meters)     544.94   (feet)  ADJUSTED  
 KV1287  ___________________________________________________________________
 KV1287  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KV1287  DYNAMIC HT  -         166.022 (meters)     544.69  (feet)  COMP
 KV1287  MODELED GRAV-     980,165.4   (mgal)                       NAVD 88
 KV1287
 KV1287  VERT ORDER  -  SECOND    CLASS 0
 KV1287
 KV1287.The horizontal coordinates were scaled from a topographic map and have
 KV1287.an estimated accuracy of +/- 6 seconds.
 KV1287
 KV1287.The orthometric height was determined by differential leveling
 KV1287.and adjusted by the National Geodetic Survey in June 1991..
 KV1287
 KV1287.The geoid height was determined by GEOID03.
 KV1287
 KV1287.The dynamic height is computed by dividing the NAVD 88
 KV1287.geopotential number by the normal gravity value computed on the
 KV1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1287.degrees latitude (g = 980.6199 gals.).
 KV1287
 KV1287.The modeled gravity was interpolated from observed gravity values.
 KV1287
 KV1287;                    North         East    Units  Estimated Accuracy
 KV1287;SPC NJ       -   220,560.      120,800.      MT  (+/- 180 meters Scaled)
 KV1287
 KV1287                          SUPERSEDED SURVEY CONTROL
 KV1287
 KV1287  NGVD 29 (??/??/??)  166.319  (m)          545.66   (f) ADJUSTED    2 0
 KV1287
 KV1287.Superseded values are not recommended for survey control.
 KV1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1287.See file dsdata.txt to determine how the superseded data were derived.
 KV1287
 KV1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL129187(NAD 83)
 KV1287_MARKER: DB = BENCH MARK DISK
 KV1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1287_STAMPING: J 25 1942
 KV1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1287+STABILITY: SURFACE MOTION
 KV1287
 KV1287  HISTORY     - Date     Condition        Report By
 KV1287  HISTORY     - 1942     MONUMENTED       CGS
 KV1287  HISTORY     - 19950317 MARK NOT FOUND   NJGS
 KV1287
 KV1287                          STATION DESCRIPTION
 KV1287
 KV1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1287'2.4 MI SW FROM HACKETTSTOWN.
 KV1287'2.4 MILES SOUTHWEST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1287'RAILROAD FROM THE STATION AT HACKETTSTOWN, WARREN COUNTY, 1.1
 KV1287'MILES SOUTHEAST ALONG A DIRT ROAD, 20.7 FEET WEST OF THE
 KV1287'CENTERLINE OF THE ROAD, 11.8 FEET NORTH OF A DIRT ROAD LEADING
 KV1287'TO A CULTIVATED FIELD, AT THE SOUTHEAST CORNER OF THE FIELD, AT
 KV1287'THE SOUTHEAST CORNER OF THE FIELD, AND ABOUT 2 FEET HIGHER THAN
 KV1287'THE MAIN ROAD.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN
 KV1287'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD
 KV1287'IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV1287
 KV1287                          STATION RECOVERY (1995)
 KV1287
 KV1287'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1287'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV1287'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1176 ***********************************************************************
 KV1176  DESIGNATION -  J 26
 KV1176  PID         -  KV1176
 KV1176  STATE/COUNTY-  NJ/SOMERSET
 KV1176  USGS QUAD   -  BOUND BROOK (1995)
 KV1176
 KV1176                         *CURRENT SURVEY CONTROL
 KV1176  ___________________________________________________________________
 KV1176* NAD 83(1986)-  40 33 34.     (N)    074 34 51.     (W)     SCALED    
 KV1176* NAVD 88     -        22.099  (meters)      72.50   (feet)  ADJUSTED  
 KV1176  ___________________________________________________________________
 KV1176  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KV1176  DYNAMIC HT  -          22.089 (meters)      72.47  (feet)  COMP
 KV1176  MODELED GRAV-     980,174.8   (mgal)                       NAVD 88
 KV1176
 KV1176  VERT ORDER  -  FIRST     CLASS II
 KV1176
 KV1176.The horizontal coordinates were scaled from a topographic map and have
 KV1176.an estimated accuracy of +/- 6 seconds.
 KV1176
 KV1176.The orthometric height was determined by differential leveling
 KV1176.and adjusted by the National Geodetic Survey in June 1991..
 KV1176
 KV1176.The geoid height was determined by GEOID03.
 KV1176
 KV1176.The dynamic height is computed by dividing the NAVD 88
 KV1176.geopotential number by the normal gravity value computed on the
 KV1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1176.degrees latitude (g = 980.6199 gals.).
 KV1176
 KV1176.The modeled gravity was interpolated from observed gravity values.
 KV1176
 KV1176;                    North         East    Units  Estimated Accuracy
 KV1176;SPC NJ       -   191,630.      143,160.      MT  (+/- 180 meters Scaled)
 KV1176
 KV1176                          SUPERSEDED SURVEY CONTROL
 KV1176
 KV1176  NGVD 29 (01/10/92)   22.377  (m)           73.42   (f) ADJUSTED    1 2
 KV1176
 KV1176.Superseded values are not recommended for survey control.
 KV1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1176.See file dsdata.txt to determine how the superseded data were derived.
 KV1176
 KV1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK354899(NAD 83)
 KV1176_MARKER: DB = BENCH MARK DISK
 KV1176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1176_SP_SET: BRIDGE WINGWALL
 KV1176_STAMPING: J 26 1942
 KV1176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1176
 KV1176  HISTORY     - Date     Condition        Report By
 KV1176  HISTORY     - 1942     MONUMENTED       CGS
 KV1176  HISTORY     - 1978     GOOD             NGS
 KV1176  HISTORY     - 1985     GOOD             NJGS
 KV1176  HISTORY     - 1989     GOOD             USPSQD
 KV1176  HISTORY     - 20031122 GOOD             USPSQD
 KV1176  HISTORY     - 20050416 GOOD             USPSQD
 KV1176
 KV1176                          STATION DESCRIPTION
 KV1176
 KV1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1176'1.8 MI E FROM SOMERVILLE.
 KV1176'1.8 MILES EAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 KV1176'THE STATION AT SOMERVILLE, SOMERSET COUNTY, JUST EAST OF THE
 KV1176'STATION AT MANVILLE-FINDERNE, AT A STEEL-SPAN OVERHEAD BRIDGE,
 KV1176'IN THE NORTH FACE OF THE SOUTHWEST WING WALL, 14 FEET EAST OF
 KV1176'THE WEST END OF THE WALL, AND ABOUT 5 FEET HIGHER THAN THE TRACK.
 KV1176
 KV1176                          STATION RECOVERY (1978)
 KV1176
 KV1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1176'RECOVERED IN GOOD CONDITION.
 KV1176
 KV1176                          STATION RECOVERY (1985)
 KV1176
 KV1176'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1985
 KV1176'RECOVERED IN GOOD CONDITION.
 KV1176
 KV1176                          STATION RECOVERY (1989)
 KV1176
 KV1176'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBD)
 KV1176'RECOVERED IN GOOD CONDITION.
 KV1176
 KV1176                          STATION RECOVERY (2003)
 KV1176
 KV1176'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV1176'RECOVERED IN GOOD CONDITION.
 KV1176
 KV1176                          STATION RECOVERY (2005)
 KV1176
 KV1176'RECOVERY NOTE BY US POWER SQUADRON 2005 (PW)
 KV1176'TRAIN STATION NO LONGER EXISTS. PAINTED OVER. NORTH OF GENERATING
 KV1176'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1357 ***********************************************************************
 KV1357  DESIGNATION -  J 27
 KV1357  PID         -  KV1357
 KV1357  STATE/COUNTY-  NJ/HUNTERDON
 KV1357  USGS QUAD   -  PITTSTOWN (1970)
 KV1357
 KV1357                         *CURRENT SURVEY CONTROL
 KV1357  ___________________________________________________________________
 KV1357* NAD 83(1986)-  40 32 58.     (N)    074 59 22.     (W)     SCALED    
 KV1357* NAVD 88     -       166.256  (meters)     545.46   (feet)  ADJUSTED  
 KV1357  ___________________________________________________________________
 KV1357  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KV1357  DYNAMIC HT  -         166.176 (meters)     545.20  (feet)  COMP
 KV1357  MODELED GRAV-     980,138.3   (mgal)                       NAVD 88
 KV1357
 KV1357  VERT ORDER  -  SECOND    CLASS 0
 KV1357
 KV1357.The horizontal coordinates were scaled from a topographic map and have
 KV1357.an estimated accuracy of +/- 6 seconds.
 KV1357
 KV1357.The orthometric height was determined by differential leveling
 KV1357.and adjusted by the National Geodetic Survey in June 1991..
 KV1357
 KV1357.The geoid height was determined by GEOID03.
 KV1357
 KV1357.The dynamic height is computed by dividing the NAVD 88
 KV1357.geopotential number by the normal gravity value computed on the
 KV1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1357.degrees latitude (g = 980.6199 gals.).
 KV1357
 KV1357.The modeled gravity was interpolated from observed gravity values.
 KV1357
 KV1357;                    North         East    Units  Estimated Accuracy
 KV1357;SPC NJ       -   190,630.      108,550.      MT  (+/- 180 meters Scaled)
 KV1357
 KV1357                          SUPERSEDED SURVEY CONTROL
 KV1357
 KV1357  NGVD 29 (??/??/??)  166.507  (m)          546.28   (f) ADJUSTED    2 0
 KV1357
 KV1357.Superseded values are not recommended for survey control.
 KV1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1357.See file dsdata.txt to determine how the superseded data were derived.
 KV1357
 KV1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK008887(NAD 83)
 KV1357_MARKER: DB = BENCH MARK DISK
 KV1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1357_STAMPING: J 27 1942
 KV1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1357+STABILITY: SURFACE MOTION
 KV1357
 KV1357  HISTORY     - Date     Condition        Report By
 KV1357  HISTORY     - 1942     MONUMENTED       CGS
 KV1357  HISTORY     - 19950321 MARK NOT FOUND   NJGS
 KV1357
 KV1357                          STATION DESCRIPTION
 KV1357
 KV1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1357'1.7 MI N FROM BAPTISTOWN.
 KV1357'2.7 MILES NORTHEAST ALONG A TAR AND DIRT ROAD FROM THE INTERSECTION
 KV1357'OF STATE HIGHWAY 12 AT BAPTISTOWN, HUNTERDON COUNTY, 80 FEET WEST
 KV1357'OF THE CENTER OF A ROAD JUNCTION, 3 FEET WEST OF POWER-TRANSMISSION
 KV1357'LINEPOLE KD89, AT THE SOUTHEAST CORNER OF AN ORCHARD, 20.5 FEET
 KV1357'NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET EAST OF A WITNESS POST,
 KV1357'AND ABOUT 4 FEET HIGHER THAN THE ROAD.
 KV1357
 KV1357                          STATION RECOVERY (1995)
 KV1357
 KV1357'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1357'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A HALF HOUR
 KV1357'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1509 ***********************************************************************
 KV1509  DESIGNATION -  J 28
 KV1509  PID         -  KV1509
 KV1509  STATE/COUNTY-  NJ/HUNTERDON
 KV1509  USGS QUAD   -  BLOOMSBURY (1970)
 KV1509
 KV1509                         *CURRENT SURVEY CONTROL
 KV1509  ___________________________________________________________________
 KV1509* NAD 83(1986)-  40 41 00.     (N)    075 00 16.     (W)     SCALED    
 KV1509* NAVD 88     -       134.442  (meters)     441.08   (feet)  ADJUSTED  
 KV1509  ___________________________________________________________________
 KV1509  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KV1509  DYNAMIC HT  -         134.378 (meters)     440.87  (feet)  COMP
 KV1509  MODELED GRAV-     980,145.5   (mgal)                       NAVD 88
 KV1509
 KV1509  VERT ORDER  -  FIRST     CLASS II
 KV1509
 KV1509.The horizontal coordinates were scaled from a topographic map and have
 KV1509.an estimated accuracy of +/- 6 seconds.
 KV1509
 KV1509.The orthometric height was determined by differential leveling
 KV1509.and adjusted by the National Geodetic Survey in June 1991..
 KV1509
 KV1509.The geoid height was determined by GEOID03.
 KV1509
 KV1509.The dynamic height is computed by dividing the NAVD 88
 KV1509.geopotential number by the normal gravity value computed on the
 KV1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1509.degrees latitude (g = 980.6199 gals.).
 KV1509
 KV1509.The modeled gravity was interpolated from observed gravity values.
 KV1509
 KV1509;                    North         East    Units  Estimated Accuracy
 KV1509;SPC NJ       -   205,510.      107,360.      MT  (+/- 180 meters Scaled)
 KV1509
 KV1509                          SUPERSEDED SURVEY CONTROL
 KV1509
 KV1509  NGVD 29 (??/??/??)  134.671  (m)          441.83   (f) ADJUSTED    1 2
 KV1509
 KV1509.Superseded values are not recommended for survey control.
 KV1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1509.See file dsdata.txt to determine how the superseded data were derived.
 KV1509
 KV1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL996036(NAD 83)
 KV1509_MARKER: DB = BENCH MARK DISK
 KV1509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1509_SP_SET: BUILDING
 KV1509_STAMPING: J 28 1942
 KV1509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1509
 KV1509  HISTORY     - Date     Condition        Report By
 KV1509  HISTORY     - 1942     MONUMENTED       CGS
 KV1509  HISTORY     - 1954     GOOD             CGS
 KV1509
 KV1509                          STATION DESCRIPTION
 KV1509
 KV1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1509'AT LUDLOW STATION.
 KV1509'AT LUDLOW, HUNTERDON COUNTY, ON THE CENTRAL RAILROAD OF NEW
 KV1509'JERSEY IN THE NORTHEAST CORNER OF THE STATION, 1 1/2 FEET
 KV1509'SOUTHWEST OF A GUTTER PIPE, AND ABOUT 3 FEET HIGHER THAN THE
 KV1509'TRACK.
 KV1509
 KV1509                          STATION RECOVERY (1954)
 KV1509
 KV1509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KV1509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3528 ***********************************************************************
 KV3528  DESIGNATION -  J 28 RESET 1981
 KV3528  PID         -  KV3528
 KV3528  STATE/COUNTY-  NJ/HUNTERDON
 KV3528  USGS QUAD   -  BLOOMSBURY (1970)
 KV3528
 KV3528                         *CURRENT SURVEY CONTROL
 KV3528  ___________________________________________________________________
 KV3528* NAD 83(1986)-  40 41 00.     (N)    075 00 16.     (W)     SCALED    
 KV3528* NAVD 88     -       132.96   (+/-2cm)     436.2    (feet)  VERTCON   
 KV3528  ___________________________________________________________________
 KV3528  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KV3528
 KV3528  VERT ORDER  -  THIRD (See Below)
 KV3528
 KV3528.The horizontal coordinates were scaled from a topographic map and have
 KV3528.an estimated accuracy of +/- 6 seconds.
 KV3528
 KV3528.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3528.The vertical order pertains to the NGVD 29 superseded value.
 KV3528
 KV3528.The geoid height was determined by GEOID03.
 KV3528
 KV3528;                    North         East    Units  Estimated Accuracy
 KV3528;SPC NJ       -   205,510.      107,360.      MT  (+/- 180 meters Scaled)
 KV3528
 KV3528                          SUPERSEDED SURVEY CONTROL
 KV3528
 KV3528  NGVD 29 (??/??/??)  133.19   (m)          437.0    (f) RESET       3  
 KV3528
 KV3528.Superseded values are not recommended for survey control.
 KV3528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3528.See file dsdata.txt to determine how the superseded data were derived.
 KV3528
 KV3528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL996036(NAD 83)
 KV3528_MARKER: DB = BENCH MARK DISK
 KV3528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV3528_SP_SET: SIGNAL BASE
 KV3528_STAMPING: J 28 RESET 1981
 KV3528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3528
 KV3528  HISTORY     - Date     Condition        Report By
 KV3528  HISTORY     - 1981     MONUMENTED       NGS
 KV3528
 KV3528                          STATION DESCRIPTION
 KV3528
 KV3528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 KV3528'AT LUDLOW STATION.
 KV3528'LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION OF HUNTERDON
 KV3528'COUNTY, ROAD 647 AND THE RAILROAD IN LUDLOW, 38.4 FEET NORTHWEST
 KV3528'OF A RAILROAD CROSSING SIGNAL ON THE SOUTH SIDE OF THE TRACKS, 52.7
 KV3528'FEET SOUTH OF A POWERLINE POLE NUMBERED M 8-W268-BE225, 46.5 FEET
 KV3528'OF A POLE NUMBERED BE 225 5, 13.3 FEET WEST OF THE CENTER OF THE
 KV3528'COUNTY ROAD, 12 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD AND
 KV3528'IN THE SOUTHEAST CORNER OF THE 16-INCH SQUARE BASE FO THE SIGNAL
 KV3528'LIGHT FOR THE NORTH SIDE OF THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0708 ***********************************************************************
 JU0708  DESIGNATION -  J 3
 JU0708  PID         -  JU0708
 JU0708  STATE/COUNTY-  NJ/CAMDEN
 JU0708  USGS QUAD   -  RUNNEMEDE (1994)
 JU0708
 JU0708                         *CURRENT SURVEY CONTROL
 JU0708  ___________________________________________________________________
 JU0708* NAD 83(1996)-  39 52 00.84506(N)    075 02 38.91449(W)     ADJUSTED  
 JU0708* NAVD 88     -        23.973  (meters)      78.65   (feet)  ADJUSTED  
 JU0708  ___________________________________________________________________
 JU0708  X           -   1,265,130.845 (meters)                     COMP
 JU0708  Y           -  -4,736,125.166 (meters)                     COMP
 JU0708  Z           -   4,066,647.990 (meters)                     COMP
 JU0708  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 JU0708  ELLIP HEIGHT-          -8.83  (meters)          (09/25/02) GPS OBS
 JU0708  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JU0708  DYNAMIC HT  -          23.962 (meters)      78.62  (feet)  COMP
 JU0708  MODELED GRAV-     980,182.2   (mgal)                       NAVD 88
 JU0708
 JU0708  HORZ ORDER  -  FIRST
 JU0708  VERT ORDER  -  FIRST     CLASS I
 JU0708  ELLP ORDER  -  FOURTH    CLASS I
 JU0708
 JU0708.The horizontal coordinates were established by GPS observations
 JU0708.and adjusted by the National Geodetic Survey in March 2000..
 JU0708
 JU0708.The orthometric height was determined by differential leveling
 JU0708.and adjusted by the National Geodetic Survey in June 1991..
 JU0708
 JU0708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0708
 JU0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0708
 JU0708.The ellipsoidal height was determined by GPS observations
 JU0708.and is referenced to NAD 83.
 JU0708
 JU0708.The geoid height was determined by GEOID03.
 JU0708
 JU0708.The dynamic height is computed by dividing the NAVD 88
 JU0708.geopotential number by the normal gravity value computed on the
 JU0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0708.degrees latitude (g = 980.6199 gals.).
 JU0708
 JU0708.The modeled gravity was interpolated from observed gravity values.
 JU0708
 JU0708;                    North         East     Units Scale Factor Converg.
 JU0708;SPC NJ       -   114,879.202   103,447.976   MT  0.99992667   -0 20 55.7
 JU0708;SPC NJ       -   376,899.52    339,395.57   sFT  0.99992667   -0 20 55.7
 JU0708;UTM  18      - 4,412,985.679   496,224.668   MT  0.99960018   -0 01 41.9
 JU0708
 JU0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0708!SPC NJ       -   1.00000139  x   0.99992667  =   0.99992806
 JU0708!UTM  18      -   1.00000139  x   0.99960018  =   0.99960156
 JU0708
 JU0708                          SUPERSEDED SURVEY CONTROL
 JU0708
 JU0708  ELLIP H (03/31/00)   -8.84   (m)                       GP(       ) 3 1
 JU0708  NAVD 88 (03/31/00)   23.97   (m)           78.6    (f) LEVELING    3  
 JU0708  NGVD 29 (??/??/??)   24.321  (m)           79.79   (f) ADJUSTED    1 1
 JU0708
 JU0708.Superseded values are not recommended for survey control.
 JU0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0708.See file dsdata.txt to determine how the superseded data were derived.
 JU0708
 JU0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9622512986(NAD 83)
 JU0708_MARKER: DB = BENCH MARK DISK
 JU0708_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0708+WITH SETTING: PAVEMENT
 JU0708_SP_SET: ABANDONED SIGNAL FOUNDATION
 JU0708_STAMPING: 79.859 J 3 1924
 JU0708_MARK LOGO: CGS   
 JU0708_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0708+STABILITY: SURFACE MOTION
 JU0708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0708+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 JU0708
 JU0708  HISTORY     - Date     Condition        Report By
 JU0708  HISTORY     - 1924     MONUMENTED       CGS
 JU0708  HISTORY     - 1963     GOOD             CGS
 JU0708  HISTORY     - 19950314 GOOD             NJGS
 JU0708  HISTORY     - 19950319 GOOD             USPSQD
 JU0708  HISTORY     - 19990615 GOOD             NJGS
 JU0708  HISTORY     - 20011126 POOR             NJGS
 JU0708
 JU0708                          STATION DESCRIPTION
 JU0708
 JU0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0708'0.2 MI N FROM MAGNOLIA.
 JU0708'0.15 MILE NORTH ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0708'FROM THE OVERPASS OF THE NEW JERSEY TURNPIKE OVER THE RAILROAD
 JU0708'AT MAGNOLIA, AT THE CROSSING OF SANDY LAND ROAD, SET ON TOP OF A
 JU0708'2-FOOT BY 2-FOOT ABANDONED CONCRETE SIGNAL FOUNDATION, 52 FEET
 JU0708'SOUTHEAST OF CENTER OF THE CROSSING, 36 FEET SOUTH OF CENTERLINE
 JU0708'OF THE ROAD, 9.5 FEET EAST OF EAST RAIL, AND ABOUT LEVEL WITH
 JU0708'TRACK.
 JU0708
 JU0708                          STATION RECOVERY (1995)
 JU0708
 JU0708'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0708'THE STATION IS LOCATED IN THE BOROUGH OF BARRINGTON ON THE NORTHEAST
 JU0708'SIDE OF THE NEW JERSEY TRANSIT RAILROAD RIGHT OF WAY AND SOUTH
 JU0708'SOUTHEAST FROM THE GRADE CROSSING OF SANDY LANE ROAD, COUNTY ROAD 659.
 JU0708'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 30 AND
 JU0708'SANDY LANE ROAD, COUNTY ROAD 659, GO SOUTHWEST ON COUNTY ROAD 659 FOR
 JU0708'0.25 MI (0.40 KM) TO THE GRADE CROSSING AND THE STATION ON THE LEFT,
 JU0708'SET IN THE TOP OF A 2 FT (0.6 M) BY 2 FT (0.6 M) ABANDONED CONCRETE
 JU0708'SIGNAL FOUNDATION.  THE STATION IS 34 FT (10.4 M) SOUTH SOUTHEAST FROM
 JU0708'THE CENTERLINE OF SANDY LANE ROAD, 23.6 FT (7.2 M) NORTHWEST FROM A
 JU0708'FIRE HYDRANT ON THE WEST SIDE OF EAST ATLANTIC AVENUE, 9.5 FT (2.9 M)
 JU0708'NORTHEAST FROM THE NORTHEAST RAIL, 16 FT (4.9 M) SOTHWEST FROM POLE
 JU0708'NUMBER 60493 LS AND 25 FT (7.6 M) WEST FROM THE CENTERLINE OF EAST
 JU0708'ATLANTIC AVENUE.
 JU0708
 JU0708                          STATION RECOVERY (1995)
 JU0708
 JU0708'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0708'RECOVERED IN GOOD CONDITION.
 JU0708
 JU0708                          STATION RECOVERY (1999)
 JU0708
 JU0708'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (ECB)
 JU0708'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE NAME OF SANDY
 JU0708'LANE ROAD HAS BEEN CHANGED TO GLOUCESTER PIKE.
 JU0708
 JU0708                          STATION RECOVERY (2001)
 JU0708
 JU0708'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 JU0708'THE STATION DISK HAS BEEN PRIED FROM ITS SETTING IN THE ABANDONED
 JU0708'CONCRETE SIGNAL FOUNDATION AND IS MISSING.  ONLY THE STEM OF THE DISK
 JU0708'REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0772 ***********************************************************************
 LY0772  DESIGNATION -  J 30
 LY0772  PID         -  LY0772
 LY0772  STATE/COUNTY-  NJ/SUSSEX
 LY0772  USGS QUAD   -  NEWTON WEST (1994)
 LY0772
 LY0772                         *CURRENT SURVEY CONTROL
 LY0772  ___________________________________________________________________
 LY0772* NAD 83(1996)-  41 04 28.73744(N)    074 50 26.31279(W)     ADJUSTED  
 LY0772* NAVD 88     -       150.945  (meters)     495.23   (feet)  ADJUSTED  
 LY0772  ___________________________________________________________________
 LY0772  X           -   1,259,206.602 (meters)                     COMP
 LY0772  Y           -  -4,647,677.715 (meters)                     COMP
 LY0772  Z           -   4,168,753.966 (meters)                     COMP
 LY0772  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 LY0772  ELLIP HEIGHT-         118.19  (meters)          (09/01/99) GPS OBS
 LY0772  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 LY0772  DYNAMIC HT  -         150.879 (meters)     495.01  (feet)  COMP
 LY0772  MODELED GRAV-     980,180.4   (mgal)                       NAVD 88
 LY0772
 LY0772  HORZ ORDER  -  THIRD
 LY0772  VERT ORDER  -  SECOND    CLASS 0
 LY0772  ELLP ORDER  -  FOURTH    CLASS I
 LY0772
 LY0772.The horizontal coordinates were established by GPS observations
 LY0772.and adjusted by the National Geodetic Survey in September 1999..
 LY0772
 LY0772.The orthometric height was determined by differential leveling
 LY0772.and adjusted by the National Geodetic Survey in June 1991..
 LY0772
 LY0772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY0772
 LY0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY0772
 LY0772.The ellipsoidal height was determined by GPS observations
 LY0772.and is referenced to NAD 83.
 LY0772
 LY0772.The geoid height was determined by GEOID03.
 LY0772
 LY0772.The dynamic height is computed by dividing the NAVD 88
 LY0772.geopotential number by the normal gravity value computed on the
 LY0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0772.degrees latitude (g = 980.6199 gals.).
 LY0772
 LY0772.The modeled gravity was interpolated from observed gravity values.
 LY0772
 LY0772;                    North         East     Units Scale Factor Converg.
 LY0772;SPC NJ       -   248,892.794   121,375.184   MT  0.99991008   -0 13 25.7
 LY0772;SPC NJ       -   816,575.77    398,211.75   sFT  0.99991008   -0 13 25.7
 LY0772;UTM  18      - 4,547,056.127   513,387.085   MT  0.99960221   +0 06 16.9
 LY0772
 LY0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY0772!SPC NJ       -   0.99998146  x   0.99991008  =   0.99989154
 LY0772!UTM  18      -   0.99998146  x   0.99960221  =   0.99958368
 LY0772
 LY0772                          SUPERSEDED SURVEY CONTROL
 LY0772
 LY0772  NAD 83(1996)-  41 04 28.73703(N)    074 50 26.31342(W) AD(       ) 3
 LY0772  NAD 83(1986)-  41 04 28.73687(N)    074 50 26.31520(W) AD(       ) 3
 LY0772  NAD 27      -  41 04 28.39384(N)    074 50 27.71611(W) AD(       ) 3
 LY0772  NGVD 29 (??/??/92)  151.146  (m)          495.88   (f) ADJ UNCH    2 0
 LY0772
 LY0772.Superseded values are not recommended for survey control.
 LY0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0772.See file dsdata.txt to determine how the superseded data were derived.
 LY0772
 LY0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1338747056(NAD 83)
 LY0772_MARKER: DB = BENCH MARK DISK
 LY0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0772_STAMPING: J 30 1942
 LY0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0772+STABILITY: SURFACE MOTION
 LY0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0772+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2002
 LY0772
 LY0772  HISTORY     - Date     Condition        Report By
 LY0772  HISTORY     - 1942     MONUMENTED       CGS
 LY0772  HISTORY     - 1984     GOOD             NJGS
 LY0772  HISTORY     - 19870821 GOOD
 LY0772  HISTORY     - 20020628 GOOD             AASCO
 LY0772
 LY0772                          STATION DESCRIPTION
 LY0772
 LY0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0772'1.1 MI SW FROM SWARTSWOOD.
 LY0772'1.1 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0772'AT SWARTSWOOD, AT THE CLUB CASINO, 18.3 FEET NORTHWEST OF THE
 LY0772'NORTH CORNER, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 LY0772'17 FEET SOUTHEAST OF THE NORTHEAST END OF A ROCK WALL, 2.0 FEET
 LY0772'SOUTHWEST OF A FENCE, AND 1 FOOT NORTHWEST OF A STANDARD
 LY0772'REFERENCE POST.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 LY0772'POST.
 LY0772
 LY0772                          STATION RECOVERY (1984)
 LY0772
 LY0772'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1984
 LY0772'CASINO PORTION OF SMARTWOOD YACHT CLUB TORN DOWN. BUILDING NOW CALLED
 LY0772''SAIL INN' .ADDITIONAL TIES: 189.5 FEET NORTHEAST-NORTH CORNER SAIL
 LY0772'INN (FRONT LEFT CORNER OF YACHT CLUB), 71.6 FEET SOUTHWEST-NORTH
 LY0772'CORNER 1- STORY FRAME HOUSE TO NORTH-EASAT OF YACHT CLUB, 53.3 FEET
 LY0772'WEST-SOUTHWEST FRONT RIGHT (W) CORNER SAME HOUSE (HOUSE AND YACHT
 LY0772'CLUB ARE ORIENTED NORTHEAST-SOUTHWEST ALONG NORTHEAST-SOUTHWEST
 LY0772'ROAD), 3' SOUTHWEST LEDGE, 0.8 FEET SOUTHWEST WITNESS POST, 14.6 FEET
 LY0772'NORTHWEST CORNER CONCRETE WELL COVER, 33.7 FEET SOUTHEAST CENTERLINE
 LY0772'OF ROAD, 17.4 FEET SOUTHEAST STONE WALL, 64.7 FEET EAST POLE 42.
 LY0772
 LY0772                          STATION RECOVERY (1987)
 LY0772
 LY0772'RECOVERED 1987
 LY0772'RECOVERED IN GOOD CONDITION.
 LY0772
 LY0772                          STATION RECOVERY (2002)
 LY0772
 LY0772'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (GLB)
 LY0772'THE POINT IS NO LONGER SUITABLE FOR GPS OBSERVATIONS DUE TO TREE
 LY0772'COVERAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0481 ***********************************************************************
 LY0481  DESIGNATION -  J 31
 LY0481  PID         -  LY0481
 LY0481  STATE/COUNTY-  NJ/PASSAIC
 LY0481  USGS QUAD   -  GREENWOOD LAKE (1954)
 LY0481
 LY0481                         *CURRENT SURVEY CONTROL
 LY0481  ___________________________________________________________________
 LY0481* NAD 83(1986)-  41 08 17.     (N)    074 18 18.     (W)     SCALED    
 LY0481* NAVD 88     -       116.132  (meters)     381.01   (feet)  ADJUSTED  
 LY0481  ___________________________________________________________________
 LY0481  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 LY0481  DYNAMIC HT  -         116.084 (meters)     380.85  (feet)  COMP
 LY0481  MODELED GRAV-     980,210.6   (mgal)                       NAVD 88
 LY0481
 LY0481  VERT ORDER  -  SECOND    CLASS 0
 LY0481
 LY0481.The horizontal coordinates were scaled from a topographic map and have
 LY0481.an estimated accuracy of +/- 6 seconds.
 LY0481
 LY0481.The orthometric height was determined by differential leveling
 LY0481.and adjusted by the National Geodetic Survey in June 1991..
 LY0481
 LY0481.The geoid height was determined by GEOID03.
 LY0481
 LY0481.The dynamic height is computed by dividing the NAVD 88
 LY0481.geopotential number by the normal gravity value computed on the
 LY0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0481.degrees latitude (g = 980.6199 gals.).
 LY0481
 LY0481.The modeled gravity was interpolated from observed gravity values.
 LY0481
 LY0481;                    North         East    Units  Estimated Accuracy
 LY0481;SPC NJ       -   255,900.      166,370.      MT  (+/- 180 meters Scaled)
 LY0481
 LY0481                          SUPERSEDED SURVEY CONTROL
 LY0481
 LY0481  NGVD 29 (??/??/92)  116.366  (m)          381.78   (f) ADJ UNCH    2 0
 LY0481
 LY0481.Superseded values are not recommended for survey control.
 LY0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0481.See file dsdata.txt to determine how the superseded data were derived.
 LY0481
 LY0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL583543(NAD 83)
 LY0481_MARKER: DB = BENCH MARK DISK
 LY0481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0481_SP_SET: BRIDGE
 LY0481_STAMPING: J 31 1942
 LY0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0481
 LY0481  HISTORY     - Date     Condition        Report By
 LY0481  HISTORY     - 1942     MONUMENTED       CGS
 LY0481  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 LY0481
 LY0481                          STATION DESCRIPTION
 LY0481
 LY0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0481'2.6 MI NW FROM RINGWOOD.
 LY0481'2.6 MILES NORTHWEST ALONG A SURFACED ROAD FROM THE POST OFFICE
 LY0481'AT RINGWOOD, PASSAIC COUNTY, 150 FEET NORTHWEST OF THE KELLERMAN
 LY0481'VALLEY INN, AT A BRIDGE OVER WANAQUE RIVER, IN THE EAST END OF
 LY0481'THE NORTHEAST BASE OF THE RAILING, AND 16 FEET NORTHEAST OF THE
 LY0481'CENTERLINE OF THE ROAD.
 LY0481
 LY0481                          STATION RECOVERY (1995)
 LY0481
 LY0481'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY0481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0498 ***********************************************************************
 LY0498  DESIGNATION -  J 32
 LY0498  PID         -  LY0498
 LY0498  STATE/COUNTY-  NJ/SUSSEX
 LY0498  USGS QUAD   -  WAWAYANDA (1994)
 LY0498
 LY0498                         *CURRENT SURVEY CONTROL
 LY0498  ___________________________________________________________________
 LY0498* NAD 83(1986)-  41 13 35.     (N)    074 29 06.     (W)     SCALED    
 LY0498* NAVD 88     -       124.594  (meters)     408.77   (feet)  ADJUSTED  
 LY0498  ___________________________________________________________________
 LY0498  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 LY0498  DYNAMIC HT  -         124.543 (meters)     408.60  (feet)  COMP
 LY0498  MODELED GRAV-     980,210.3   (mgal)                       NAVD 88
 LY0498
 LY0498  VERT ORDER  -  SECOND    CLASS 0
 LY0498
 LY0498.The horizontal coordinates were scaled from a topographic map and have
 LY0498.an estimated accuracy of +/- 6 seconds.
 LY0498
 LY0498.The orthometric height was determined by differential leveling
 LY0498.and adjusted by the National Geodetic Survey in June 1991..
 LY0498
 LY0498.The geoid height was determined by GEOID03.
 LY0498
 LY0498.The dynamic height is computed by dividing the NAVD 88
 LY0498.geopotential number by the normal gravity value computed on the
 LY0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0498.degrees latitude (g = 980.6199 gals.).
 LY0498
 LY0498.The modeled gravity was interpolated from observed gravity values.
 LY0498
 LY0498;                    North         East    Units  Estimated Accuracy
 LY0498;SPC NJ       -   265,690.      151,260.      MT  (+/- 180 meters Scaled)
 LY0498
 LY0498                          SUPERSEDED SURVEY CONTROL
 LY0498
 LY0498  NGVD 29 (??/??/92)  124.806  (m)          409.47   (f) ADJ UNCH    2 0
 LY0498
 LY0498.Superseded values are not recommended for survey control.
 LY0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0498.See file dsdata.txt to determine how the superseded data were derived.
 LY0498
 LY0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL431640(NAD 83)
 LY0498_MARKER: DB = BENCH MARK DISK
 LY0498_SETTING: 66 = SET IN ROCK OUTCROP
 LY0498_SP_SET: ROCK OUTCROP
 LY0498_STAMPING: J 32 1942
 LY0498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0498+STABILITY: POSITION/ELEVATION WELL
 LY0498
 LY0498  HISTORY     - Date     Condition        Report By
 LY0498  HISTORY     - 1942     MONUMENTED       CGS
 LY0498  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LY0498
 LY0498                          STATION DESCRIPTION
 LY0498
 LY0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0498'2.4 MI NW FROM VERNON.
 LY0498'2.4 MILES NORTHWEST ALONG A SURFACED ROAD FROM THE POST OFFICE
 LY0498'AT VERNON, SUSSEX COUNTY, 91 FEET NORTHWEST OF POLE 93-6, 68
 LY0498'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 66 FEET NORTH OF
 LY0498'A FENCE CORNER, IN A PASTURE, IN A ROCK OUTCROP, AND ABOUT
 LY0498'3 FEET LOWER THAN THE ROAD.
 LY0498
 LY0498                          STATION RECOVERY (1984)
 LY0498
 LY0498'RECOVERY NOTE BY US POWER SQUADRON 1984
 LY0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0463 ***********************************************************************
 LY0463  DESIGNATION -  J 33
 LY0463  PID         -  LY0463
 LY0463  STATE/COUNTY-  NJ/PASSAIC
 LY0463  USGS QUAD   -  WANAQUE (1971)
 LY0463
 LY0463                         *CURRENT SURVEY CONTROL
 LY0463  ___________________________________________________________________
 LY0463* NAD 83(1986)-  41 00 20.     (N)    074 17 36.     (W)     SCALED    
 LY0463* NAVD 88     -        63.111  (meters)     207.06   (feet)  ADJUSTED  
 LY0463  ___________________________________________________________________
 LY0463  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 LY0463  DYNAMIC HT  -          63.086 (meters)     206.97  (feet)  COMP
 LY0463  MODELED GRAV-     980,214.4   (mgal)                       NAVD 88
 LY0463
 LY0463  VERT ORDER  -  SECOND    CLASS 0
 LY0463
 LY0463.The horizontal coordinates were scaled from a topographic map and have
 LY0463.an estimated accuracy of +/- 6 seconds.
 LY0463
 LY0463.The orthometric height was determined by differential leveling
 LY0463.and adjusted by the National Geodetic Survey in June 1991..
 LY0463
 LY0463.The geoid height was determined by GEOID03.
 LY0463
 LY0463.The dynamic height is computed by dividing the NAVD 88
 LY0463.geopotential number by the normal gravity value computed on the
 LY0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0463.degrees latitude (g = 980.6199 gals.).
 LY0463
 LY0463.The modeled gravity was interpolated from observed gravity values.
 LY0463
 LY0463;                    North         East    Units  Estimated Accuracy
 LY0463;SPC NJ       -   241,190.      167,390.      MT  (+/- 180 meters Scaled)
 LY0463
 LY0463                          SUPERSEDED SURVEY CONTROL
 LY0463
 LY0463  NGVD 29 (??/??/92)   63.359  (m)          207.87   (f) ADJ UNCH    2 0
 LY0463
 LY0463.Superseded values are not recommended for survey control.
 LY0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0463.See file dsdata.txt to determine how the superseded data were derived.
 LY0463
 LY0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL594396(NAD 83)
 LY0463_MARKER: DB = BENCH MARK DISK
 LY0463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0463_SP_SET: ABUTMENT
 LY0463_STAMPING: J 33 1942
 LY0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0463
 LY0463  HISTORY     - Date     Condition        Report By
 LY0463  HISTORY     - 1942     MONUMENTED       CGS
 LY0463  HISTORY     - 1984     MARK NOT FOUND   USGS
 LY0463
 LY0463                          STATION DESCRIPTION
 LY0463
 LY0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0463'AT POMPTON LAKES.
 LY0463'AT POMPTON LAKES, PASSAIC COUNTY, ABOUT 26 RAILS SOUTHWEST OF
 LY0463'THE NEW YORK, SUSQUEHANNA AND WESTERN RAILROAD STATION, AT
 LY0463'RAILROAD BRIDGE 34-86, IN THE TOP OF THE SOUTHEAST ABUTMENT, AND
 LY0463'7 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK.  A STANDARD
 LY0463'DISK, STAMPED J 33 1942.
 LY0463
 LY0463                          STATION RECOVERY (1984)
 LY0463
 LY0463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 LY0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0815 ***********************************************************************
 LY0815  DESIGNATION -  J 34
 LY0815  PID         -  LY0815
 LY0815  STATE/COUNTY-  NJ/SUSSEX
 LY0815  USGS QUAD   -  PORT JERVIS SOUTH (1983)
 LY0815
 LY0815                         *CURRENT SURVEY CONTROL
 LY0815  ___________________________________________________________________
 LY0815* NAD 83(1986)-  41 15 50.     (N)    074 39 55.     (W)     SCALED    
 LY0815* NAVD 88     -       290.669  (meters)     953.64   (feet)  ADJUSTED  
 LY0815  ___________________________________________________________________
 LY0815  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 LY0815  DYNAMIC HT  -         290.544 (meters)     953.23  (feet)  COMP
 LY0815  MODELED GRAV-     980,183.7   (mgal)                       NAVD 88
 LY0815
 LY0815  VERT ORDER  -  SECOND    CLASS 0
 LY0815
 LY0815.The horizontal coordinates were scaled from a topographic map and have
 LY0815.an estimated accuracy of +/- 6 seconds.
 LY0815
 LY0815.The orthometric height was determined by differential leveling
 LY0815.and adjusted by the National Geodetic Survey in June 1991..
 LY0815
 LY0815.The geoid height was determined by GEOID03.
 LY0815
 LY0815.The dynamic height is computed by dividing the NAVD 88
 LY0815.geopotential number by the normal gravity value computed on the
 LY0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0815.degrees latitude (g = 980.6199 gals.).
 LY0815
 LY0815.The modeled gravity was interpolated from observed gravity values.
 LY0815
 LY0815;                    North         East    Units  Estimated Accuracy
 LY0815;SPC NJ       -   269,860.      136,150.      MT  (+/- 180 meters Scaled)
 LY0815
 LY0815                          SUPERSEDED SURVEY CONTROL
 LY0815
 LY0815  NGVD 29 (??/??/92)  290.849  (m)          954.23   (f) ADJ UNCH    2 0
 LY0815
 LY0815.Superseded values are not recommended for survey control.
 LY0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0815.See file dsdata.txt to determine how the superseded data were derived.
 LY0815
 LY0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL280681(NAD 83)
 LY0815_MARKER: DB = BENCH MARK DISK
 LY0815_SETTING: 80 = SET IN A BOULDER
 LY0815_SP_SET: BOULDER
 LY0815_STAMPING: J 34 1942
 LY0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0815+STABILITY: SURFACE MOTION
 LY0815
 LY0815  HISTORY     - Date     Condition        Report By
 LY0815  HISTORY     - 1942     MONUMENTED       CGS
 LY0815  HISTORY     - 1968     MARK NOT FOUND   USGS
 LY0815
 LY0815                          STATION DESCRIPTION
 LY0815
 LY0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0815'1.2 MI SW FROM COLESVILLE.
 LY0815'1.2 MILES SOUTHWEST ALONG THE COLESVILLE TO BEEMERVILLE GRAVEL
 LY0815'ROAD FROM THE POST OFFICE AT COLESVILLE, AT A T INTERSECTION OF
 LY0815'THE GRAVEL ROAD AND A DIRT ROAD LEADING SOUTHEAST, 54 FEET
 LY0815'SOUTHEAST OF THE CENTER LINE OF THE GRAVEL ROAD, 25 FEET
 LY0815'NORTHEAST OF THE CENTER LINE OF THE DIRT ROAD, AT THE NORTHEAST
 LY0815'EDGE OF A ROCK FENCE.  A STANDARD DISK, SET IN THE TOP OF AN
 LY0815'OUTCROPPING BOULDER.
 LY0815
 LY0815                          STATION RECOVERY (1968)
 LY0815
 LY0815'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 LY0815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0807 ***********************************************************************
 LY0807  DESIGNATION -  J 35
 LY0807  PID         -  LY0807
 LY0807  STATE/COUNTY-  NJ/SUSSEX
 LY0807  USGS QUAD   -  BRANCHVILLE (1995)
 LY0807
 LY0807                         *CURRENT SURVEY CONTROL
 LY0807  ___________________________________________________________________
 LY0807* NAD 83(1986)-  41 07 43.     (N)    074 43 38.     (W)     SCALED    
 LY0807* NAVD 88     -       151.539  (meters)     497.17   (feet)  ADJUSTED  
 LY0807  ___________________________________________________________________
 LY0807  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 LY0807  DYNAMIC HT  -         151.474 (meters)     496.96  (feet)  COMP
 LY0807  MODELED GRAV-     980,192.3   (mgal)                       NAVD 88
 LY0807
 LY0807  VERT ORDER  -  SECOND    CLASS 0
 LY0807
 LY0807.The horizontal coordinates were scaled from a topographic map and have
 LY0807.an estimated accuracy of +/- 6 seconds.
 LY0807
 LY0807.The orthometric height was determined by differential leveling
 LY0807.and adjusted by the National Geodetic Survey in June 1991..
 LY0807
 LY0807.The geoid height was determined by GEOID03.
 LY0807
 LY0807.The dynamic height is computed by dividing the NAVD 88
 LY0807.geopotential number by the normal gravity value computed on the
 LY0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0807.degrees latitude (g = 980.6199 gals.).
 LY0807
 LY0807.The modeled gravity was interpolated from observed gravity values.
 LY0807
 LY0807;                    North         East    Units  Estimated Accuracy
 LY0807;SPC NJ       -   254,850.      130,920.      MT  (+/- 180 meters Scaled)
 LY0807
 LY0807                          SUPERSEDED SURVEY CONTROL
 LY0807
 LY0807  NGVD 29 (??/??/92)  151.737  (m)          497.82   (f) ADJ UNCH    2 0
 LY0807
 LY0807.Superseded values are not recommended for survey control.
 LY0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0807.See file dsdata.txt to determine how the superseded data were derived.
 LY0807
 LY0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL228530(NAD 83)
 LY0807_MARKER: DB = BENCH MARK DISK
 LY0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0807_STAMPING: J 35 1942
 LY0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0807+STABILITY: SURFACE MOTION
 LY0807
 LY0807  HISTORY     - Date     Condition        Report By
 LY0807  HISTORY     - 1942     MONUMENTED       CGS
 LY0807
 LY0807                          STATION DESCRIPTION
 LY0807
 LY0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0807'AT AUGUSTA.
 LY0807'AT AUGUSTA, AT THE INTERSECTION OF STATE HIGHWAY NO. S 31 AND
 LY0807'THE LEHIGH AND NEW ENGLAND RAILROAD, 70 FEET NORTHEAST OF THE
 LY0807'CENTER LINE OF THE HIGHWAY, 45.3 FEET NORTH OF THE NORTH RAIL
 LY0807'OF THE TRACK, 2 FEET SOUTH OF A PASTURE FENCE, AND 1.3 FT WEST
 LY0807'OF A STANDARD REFERENCE POST.  A STANDARD DISK, SET IN THE TOP
 LY0807'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0728 ***********************************************************************
 KV0728  DESIGNATION -  J 36
 KV0728  PID         -  KV0728
 KV0728  STATE/COUNTY-  NJ/MONMOUTH
 KV0728  USGS QUAD   -  SANDY HOOK (1981)
 KV0728
 KV0728                         *CURRENT SURVEY CONTROL
 KV0728  ___________________________________________________________________
 KV0728* NAD 83(1986)-  40 25 01.     (N)    074 04 14.     (W)     SCALED    
 KV0728* NAVD 88     -         8.593  (meters)      28.19   (feet)  ADJUSTED  
 KV0728  ___________________________________________________________________
 KV0728  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV0728  DYNAMIC HT  -           8.589 (meters)      28.18  (feet)  COMP
 KV0728  MODELED GRAV-     980,212.9   (mgal)                       NAVD 88
 KV0728
 KV0728  VERT ORDER  -  FIRST     CLASS II
 KV0728
 KV0728.The horizontal coordinates were scaled from a topographic map and have
 KV0728.an estimated accuracy of +/- 6 seconds.
 KV0728
 KV0728.The orthometric height was determined by differential leveling
 KV0728.and adjusted by the National Geodetic Survey in June 1991..
 KV0728
 KV0728.The geoid height was determined by GEOID03.
 KV0728
 KV0728.The dynamic height is computed by dividing the NAVD 88
 KV0728.geopotential number by the normal gravity value computed on the
 KV0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0728.degrees latitude (g = 980.6199 gals.).
 KV0728
 KV0728.The modeled gravity was interpolated from observed gravity values.
 KV0728
 KV0728;                    North         East    Units  Estimated Accuracy
 KV0728;SPC NJ       -   175,900.      186,440.      MT  (+/- 180 meters Scaled)
 KV0728
 KV0728                          SUPERSEDED SURVEY CONTROL
 KV0728
 KV0728  NGVD 29 (04/16/92)    8.905  (m)           29.22   (f) ADJUSTED    1 2
 KV0728
 KV0728.Superseded values are not recommended for survey control.
 KV0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0728.See file dsdata.txt to determine how the superseded data were derived.
 KV0728
 KV0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK788744(NAD 83)
 KV0728_MARKER: DB = BENCH MARK DISK
 KV0728_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0728_SP_SET: CONCRETE BRIDGE ABUTMENT
 KV0728_STAMPING: J 36 1952
 KV0728_MARK LOGO: CGS   
 KV0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0728+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1988
 KV0728
 KV0728  HISTORY     - Date     Condition        Report By
 KV0728  HISTORY     - 1952     MONUMENTED       CGS
 KV0728  HISTORY     - 1964     GOOD             CGS
 KV0728  HISTORY     - 1979     GOOD             NGS
 KV0728  HISTORY     - 1986     GOOD             USPSQD
 KV0728  HISTORY     - 19881220 GOOD             NJGS
 KV0728  HISTORY     - 19950708 POOR             USPSQD
 KV0728  HISTORY     - 19970730 GOOD             USPSQD
 KV0728  HISTORY     - 19970904 GOOD             USPSQD
 KV0728
 KV0728                          STATION DESCRIPTION
 KV0728
 KV0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0728'0.7 MI W FROM LEONARDO.
 KV0728'0.7 MILE WEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE
 KV0728'INTERSECTION OF STATE HIGHWAY 36 AND LEONARD AVENUE, ABOUT
 KV0728'0.85 MILE EAST OF THE POST OFFICE IN BELFORD, 199.0 FEET
 KV0728'EAST OF THE ENTRANCE TO THE NAVAL AMUNITION DEPOT, 92.0 FEET
 KV0728'NORTH OF THE CENTER LINE OF STATE HIGHWAY 36, 67.5 FEET
 KV0728'NORTH-NORTHWEST OF TELEPHONE POLE NUMBER BT 6667 MDT, 20.5
 KV0728'FEET NORTH OF THE NORTH RAIL, 1 FOOT EAST OF THE WEST END OF
 KV0728'ABUTMENT, ABOUT 2 FEET ABOVE THE TRACK AND SET VERTICALLY IN
 KV0728'THE SOUTH FACE OF HEAD WALL.  NOTE-- THIS MARK CAN ALSO BE
 KV0728'REACHED BY GOING 1.65 MILES WEST ALONG THE CENTRAL RAILROAD
 KV0728'OF NEW JERSEY FROM THE RAILROAD STATION AT ATLANTIC HIGHLANDS.
 KV0728
 KV0728                          STATION RECOVERY (1979)
 KV0728
 KV0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0728'RECOVERED IN GOOD CONDITION.
 KV0728
 KV0728                          STATION RECOVERY (1986)
 KV0728
 KV0728'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0728'RECOVERED IN GOOD CONDITION.
 KV0728
 KV0728                          STATION RECOVERY (1988)
 KV0728
 KV0728'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV0728'1.1 KM (1.77 MI) WEST ALONG  STATE HIGHWAY 36 FROM THE JCT OF STATE
 KV0728'HIGHWAY 36 AND LEONARDO AVE, SET IN THE SOUTH FACE OF THE NORTH
 KV0728'ABUTMENT OF RAILROAD BRIDGE OVER STATE HIGHWAY ROUTE 36, 60.67 M
 KV0728'(199.05 FT) EAST OF THE ENTRANCE TO NAVAL WEAPONS STATION EARL, 28.05
 KV0728'M (92.03 FT) NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.3 M
 KV0728'(0.98 FT) EAST OF THE WEST END OF THE ABUTMENT, O.6 M (1.97 FT) ABOVE
 KV0728'THE GROUND AND SET VERTICALLY IN THE SOUTH FACE OF THE ABUTMENT.
 KV0728
 KV0728                          STATION RECOVERY (1995)
 KV0728
 KV0728'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0728'MARK RECOVERED IN POOR CONDITION.
 KV0728
 KV0728                          STATION RECOVERY (1997)
 KV0728
 KV0728'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV0728'RECOVERED IN GOOD CONDITION.
 KV0728
 KV0728                          STATION RECOVERY (1997)
 KV0728
 KV0728'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0210 ***********************************************************************
 KV0210  DESIGNATION -  J 37
 KV0210  PID         -  KV0210
 KV0210  STATE/COUNTY-  NJ/MIDDLESEX
 KV0210  USGS QUAD   -  ARTHUR KILL (1981)
 KV0210
 KV0210                         *CURRENT SURVEY CONTROL
 KV0210  ___________________________________________________________________
 KV0210* NAD 83(1986)-  40 34 42.     (N)    074 12 52.     (W)     SCALED    
 KV0210* NAVD 88     -         3.586  (meters)      11.77   (feet)  ADJUSTED  
 KV0210  ___________________________________________________________________
 KV0210  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV0210  DYNAMIC HT  -           3.584 (meters)      11.76  (feet)  COMP
 KV0210  MODELED GRAV-     980,222.0   (mgal)                       NAVD 88
 KV0210
 KV0210  VERT ORDER  -  FIRST     CLASS II
 KV0210
 KV0210.The horizontal coordinates were scaled from a topographic map and have
 KV0210.an estimated accuracy of +/- 6 seconds.
 KV0210
 KV0210.The orthometric height was determined by differential leveling
 KV0210.and adjusted by the National Geodetic Survey in June 1991..
 KV0210
 KV0210.The geoid height was determined by GEOID03.
 KV0210
 KV0210.The dynamic height is computed by dividing the NAVD 88
 KV0210.geopotential number by the normal gravity value computed on the
 KV0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0210.degrees latitude (g = 980.6199 gals.).
 KV0210
 KV0210.The modeled gravity was interpolated from observed gravity values.
 KV0210
 KV0210;                    North         East    Units  Estimated Accuracy
 KV0210;SPC NJ       -   193,770.      174,180.      MT  (+/- 180 meters Scaled)
 KV0210
 KV0210                          SUPERSEDED SURVEY CONTROL
 KV0210
 KV0210  NGVD 29 (04/16/92)    3.906  (m)           12.81   (f) ADJUSTED    1 2
 KV0210
 KV0210.Superseded values are not recommended for survey control.
 KV0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0210.See file dsdata.txt to determine how the superseded data were derived.
 KV0210
 KV0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK664922(NAD 83)
 KV0210_MARKER: DB = BENCH MARK DISK
 KV0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0210_SP_SET: BUILDING
 KV0210_STAMPING: J 37 1952
 KV0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0210
 KV0210  HISTORY     - Date     Condition        Report By
 KV0210  HISTORY     - 1952     MONUMENTED       CGS
 KV0210  HISTORY     - 1989     GOOD             USPSQD
 KV0210
 KV0210                          STATION DESCRIPTION
 KV0210
 KV0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0210'AT CARTERET.
 KV0210'AT CARTERET, ABOUT 0.5 MILE NORTHEAST ALONG ROOSEVELT AVENUE FROM
 KV0210'THE COLUMBUS SCHOOL, SET VERTICALLY IN THE SOUTHEAST FACE AT EAST
 KV0210'CORNER OF BENJAMIN MOORE WAREHOUSE, 1 FOOT SOUTHWEST OF EAST
 KV0210'CORNER OF BUILDING, 54 FEET NORTHWEST OF CENTER LINE OF ROOSEVELT
 KV0210'AVENUE AND ABOUT 2 FEET ABOVE BLACK TOP APRON AROUND BUILDING.
 KV0210
 KV0210                          STATION RECOVERY (1989)
 KV0210
 KV0210'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0212 ***********************************************************************
 KV0212  DESIGNATION -  J 38
 KV0212  PID         -  KV0212
 KV0212  STATE/COUNTY-  NJ/MIDDLESEX
 KV0212  USGS QUAD   -  ARTHUR KILL (1981)
 KV0212
 KV0212                         *CURRENT SURVEY CONTROL
 KV0212  ___________________________________________________________________
 KV0212* NAD 83(1986)-  40 35 36.     (N)    074 14 09.     (W)     SCALED    
 KV0212* NAVD 88     -        13.068  (meters)      42.87   (feet)  ADJUSTED  
 KV0212  ___________________________________________________________________
 KV0212  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV0212  DYNAMIC HT  -          13.063 (meters)      42.86  (feet)  COMP
 KV0212  MODELED GRAV-     980,218.9   (mgal)                       NAVD 88
 KV0212
 KV0212  VERT ORDER  -  FIRST     CLASS II
 KV0212
 KV0212.The horizontal coordinates were scaled from a topographic map and have
 KV0212.an estimated accuracy of +/- 6 seconds.
 KV0212
 KV0212.The orthometric height was determined by differential leveling
 KV0212.and adjusted by the National Geodetic Survey in June 1991..
 KV0212
 KV0212.The geoid height was determined by GEOID03.
 KV0212
 KV0212.The dynamic height is computed by dividing the NAVD 88
 KV0212.geopotential number by the normal gravity value computed on the
 KV0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0212.degrees latitude (g = 980.6199 gals.).
 KV0212
 KV0212.The modeled gravity was interpolated from observed gravity values.
 KV0212
 KV0212;                    North         East    Units  Estimated Accuracy
 KV0212;SPC NJ       -   195,430.      172,360.      MT  (+/- 180 meters Scaled)
 KV0212
 KV0212                          SUPERSEDED SURVEY CONTROL
 KV0212
 KV0212  NGVD 29 (04/16/92)   13.389  (m)           43.93   (f) ADJUSTED    1 2
 KV0212
 KV0212.Superseded values are not recommended for survey control.
 KV0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0212.See file dsdata.txt to determine how the superseded data were derived.
 KV0212
 KV0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK646938(NAD 83)
 KV0212_MARKER: DB = BENCH MARK DISK
 KV0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0212_SP_SET: WALK
 KV0212_STAMPING: J 38 1952
 KV0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0212
 KV0212  HISTORY     - Date     Condition        Report By
 KV0212  HISTORY     - 1952     MONUMENTED       CGS
 KV0212  HISTORY     - 1989     GOOD             USPSQD
 KV0212
 KV0212                          STATION DESCRIPTION
 KV0212
 KV0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0212'1 MI NW FROM CARTERET.
 KV0212'ABOUT 1.0 MILE NORTHWEST ALONG ROOSEVELT AVENUE FROM THE NATHAN
 KV0212'HALE SCHOOL, IN THE TOP OF THE NORTHEAST EDGE OF NORTHWEST
 KV0212'END OF PEDESTRIAN WALK ALONG NORTHEAST SIDE OF ROOSEVELT AVENUE
 KV0212'OVERPASS OVER THE NEW JERSEY TURNPIKE, DIRECTLY OVER THE
 KV0212'NORTHWEST ABUTMENT, 25 FEET NORTHEAST OF CENTER LINE OF AVENUE
 KV0212'AND ABOUT 1 FOOT ABOVE ROAD.
 KV0212
 KV0212                          STATION RECOVERY (1989)
 KV0212
 KV0212'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0360 ***********************************************************************
 JU0360  DESIGNATION -  J 4
 JU0360  PID         -  JU0360
 JU0360  STATE/COUNTY-  NJ/ATLANTIC
 JU0360  USGS QUAD   -  OCEAN CITY (1994)
 JU0360
 JU0360                         *CURRENT SURVEY CONTROL
 JU0360  ___________________________________________________________________
 JU0360* NAD 83(1986)-  39 18 32.     (N)    074 35 55.     (W)     SCALED    
 JU0360* NAVD 88     -         2.491  (meters)       8.17   (feet)  ADJUSTED  
 JU0360  ___________________________________________________________________
 JU0360  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 JU0360  DYNAMIC HT  -           2.490 (meters)       8.17  (feet)  COMP
 JU0360  MODELED GRAV-     980,103.8   (mgal)                       NAVD 88
 JU0360
 JU0360  VERT ORDER  -  FIRST     CLASS I
 JU0360
 JU0360.The horizontal coordinates were scaled from a topographic map and have
 JU0360.an estimated accuracy of +/- 6 seconds.
 JU0360
 JU0360.The orthometric height was determined by differential leveling
 JU0360.and adjusted by the National Geodetic Survey in June 1991..
 JU0360
 JU0360.The geoid height was determined by GEOID03.
 JU0360
 JU0360.The dynamic height is computed by dividing the NAVD 88
 JU0360.geopotential number by the normal gravity value computed on the
 JU0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0360.degrees latitude (g = 980.6199 gals.).
 JU0360
 JU0360.The modeled gravity was interpolated from observed gravity values.
 JU0360
 JU0360;                    North         East    Units  Estimated Accuracy
 JU0360;SPC NJ       -    52,790.      141,500.      MT  (+/- 180 meters Scaled)
 JU0360
 JU0360                          SUPERSEDED SURVEY CONTROL
 JU0360
 JU0360  NGVD 29 (04/16/92)    2.886  (m)            9.47   (f) ADJUSTED    1 1
 JU0360
 JU0360.Superseded values are not recommended for survey control.
 JU0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0360.See file dsdata.txt to determine how the superseded data were derived.
 JU0360
 JU0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ346511(NAD 83)
 JU0360_MARKER: DB = BENCH MARK DISK
 JU0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0360_STAMPING: J 4 1924 9.468
 JU0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0360+STABILITY: SURFACE MOTION
 JU0360
 JU0360  HISTORY     - Date     Condition        Report By
 JU0360  HISTORY     - 1924     MONUMENTED       CGS
 JU0360  HISTORY     - 1964     GOOD             CGS
 JU0360  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0360  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 JU0360  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU0360
 JU0360                          STATION DESCRIPTION
 JU0360
 JU0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0360'AT SOMERS POINT.
 JU0360'AT SOMERS POINT, ABOUT 111 YARDS NORTHEAST OF THE CENTER LINE
 JU0360'OF STATE HIGHWAY 52, NEAR THE JUNCTION OF GOLL AVENUE AND
 JU0360'BAY AVENUE, 134 FEET NORTHWEST OF THE CENTER LINE OF BAY AVENUE,
 JU0360'22 FEET NORTHEAST OF THE NORTHEAST CURB OF GOLL AVENUE, 27 FEET
 JU0360'SOUTH OF THE SOUTHEAST CORNER OF AN ABANDONED RAILROAD STATION,
 JU0360'26.6 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF ABANDONED BRICK
 JU0360'RAILROAD STATION, 8.7 FEET WEST OF A 10-INCH ELM TREE, ABOUT
 JU0360'4 FEET BELOW THE LEVEL OF GOLL AVENUE, SET IN THE TOP OF A
 JU0360'CONCRETE POST 6 INCHES UNDERGROUND.
 JU0360
 JU0360                          STATION RECOVERY (1979)
 JU0360
 JU0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0360'SEARCHED FOR NOT RECOVERED.
 JU0360
 JU0360                          STATION RECOVERY (1983)
 JU0360
 JU0360'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JU0360'MARK NOT FOUND.
 JU0360
 JU0360                          STATION RECOVERY (2001)
 JU0360
 JU0360'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0360'THE STATION WAS NOT RECOVERED AT THIS TIME. THE AREA HAS UNDERGONE
 JU0360'MAJOR MODIFICATIONS.  THE TIES FALL IN THE PARKING LOT FOR BROWNIES
 JU0360'GRILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1619 ***********************************************************************
 KU1619  DESIGNATION -  J 40
 KU1619  PID         -  KU1619
 KU1619  STATE/COUNTY-  NJ/BERGEN
 KU1619  USGS QUAD   -  YONKERS (1979)
 KU1619
 KU1619                         *CURRENT SURVEY CONTROL
 KU1619  ___________________________________________________________________
 KU1619* NAD 83(1986)-  40 56 34.     (N)    073 56 29.     (W)     SCALED    
 KU1619* NAVD 88     -        56.956  (meters)     186.86   (feet)  ADJUSTED  
 KU1619  ___________________________________________________________________
 KU1619  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 KU1619  DYNAMIC HT  -          56.935 (meters)     186.79  (feet)  COMP
 KU1619  MODELED GRAV-     980,259.0   (mgal)                       NAVD 88
 KU1619
 KU1619  VERT ORDER  -  SECOND    CLASS 0
 KU1619
 KU1619.The horizontal coordinates were scaled from a topographic map and have
 KU1619.an estimated accuracy of +/- 6 seconds.
 KU1619
 KU1619.The orthometric height was determined by differential leveling
 KU1619.and adjusted by the National Geodetic Survey in June 1991..
 KU1619
 KU1619.The geoid height was determined by GEOID03.
 KU1619
 KU1619.The dynamic height is computed by dividing the NAVD 88
 KU1619.geopotential number by the normal gravity value computed on the
 KU1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1619.degrees latitude (g = 980.6199 gals.).
 KU1619
 KU1619.The modeled gravity was interpolated from observed gravity values.
 KU1619
 KU1619;                    North         East    Units  Estimated Accuracy
 KU1619;SPC NJ       -   234,340.      197,040.      MT  (+/- 180 meters Scaled)
 KU1619
 KU1619                          SUPERSEDED SURVEY CONTROL
 KU1619
 KU1619  NGVD 29 (??/??/92)   57.26   (m)          187.9    (f) COMPUTED    2 0
 KU1619
 KU1619.Superseded values are not recommended for survey control.
 KU1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1619.See file dsdata.txt to determine how the superseded data were derived.
 KU1619
 KU1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL891329(NAD 83)
 KU1619_MARKER: DB = BENCH MARK DISK
 KU1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1619_STAMPING: J 40 1956
 KU1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1619+STABILITY: SURFACE MOTION
 KU1619_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1619+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2006
 KU1619
 KU1619  HISTORY     - Date     Condition        Report By
 KU1619  HISTORY     - 1956     MONUMENTED       CGS
 KU1619  HISTORY     - 19920221 MARK NOT FOUND   NJGS
 KU1619  HISTORY     - 19950915 GOOD             USPSQD
 KU1619  HISTORY     - 20060528 GOOD             GEOCAC
 KU1619
 KU1619                          STATION DESCRIPTION
 KU1619
 KU1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU1619'2 MI NE FROM TENAFLY.
 KU1619'1.1 MILE NORTH ALONG COUNTY ROAD FROM THE POST OFFICE AT TENAFLY,
 KU1619'0.85 MILE NORTHEAST ALONG HILLSIDE AVENUE, AT THE ALPINE BOROUGH
 KU1619'LINE, 131 FEET EAST OF THE ALPINE BOROUGH LINE, 91 FEET EAST
 KU1619'OF THE CENTERLINE OF A ROAD LEADING TO THE BEECHWOOD FARM, 19.3
 KU1619'FEET NORTH OF THE CENTERLINE OF HILLSIDE AVENUE, 4.8 FEET
 KU1619'NORTHEAST OF POWER POLE NO. 20045, 2.5 FEET WEST OF A WITNESS
 KU1619'POST, SET IN TOP OF A CONCRETE POST, PROJECTING 2 INCHES.
 KU1619
 KU1619                          STATION RECOVERY (1992)
 KU1619
 KU1619'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KU1619'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KU1619'SEARCH BY A TWO MAN PARTY.
 KU1619
 KU1619                          STATION RECOVERY (1995)
 KU1619
 KU1619'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU1619'RECOVERED IN GOOD CONDITION.
 KU1619
 KU1619                          STATION RECOVERY (2006)
 KU1619
 KU1619'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KU1619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1095 ***********************************************************************
 KV1095  DESIGNATION -  J 41
 KV1095  PID         -  KV1095
 KV1095  STATE/COUNTY-  NJ/MERCER
 KV1095  USGS QUAD   -  PENNINGTON (1995)
 KV1095
 KV1095                         *CURRENT SURVEY CONTROL
 KV1095  ___________________________________________________________________
 KV1095* NAD 83(1986)-  40 16 25.     (N)    074 49 53.     (W)     SCALED    
 KV1095* NAVD 88     -        66.938  (meters)     219.61   (feet)  ADJUSTED  
 KV1095  ___________________________________________________________________
 KV1095  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 KV1095  DYNAMIC HT  -          66.907 (meters)     219.51  (feet)  COMP
 KV1095  MODELED GRAV-     980,159.9   (mgal)                       NAVD 88
 KV1095
 KV1095  VERT ORDER  -  FIRST     CLASS I
 KV1095
 KV1095.The horizontal coordinates were scaled from a topographic map and have
 KV1095.an estimated accuracy of +/- 6 seconds.
 KV1095
 KV1095.The orthometric height was determined by differential leveling
 KV1095.and adjusted by the National Geodetic Survey in June 1991..
 KV1095
 KV1095.The geoid height was determined by GEOID03.
 KV1095
 KV1095.The dynamic height is computed by dividing the NAVD 88
 KV1095.geopotential number by the normal gravity value computed on the
 KV1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1095.degrees latitude (g = 980.6199 gals.).
 KV1095
 KV1095.The modeled gravity was interpolated from observed gravity values.
 KV1095
 KV1095;                    North         East    Units  Estimated Accuracy
 KV1095;SPC NJ       -   159,950.      121,820.      MT  (+/- 180 meters Scaled)
 KV1095
 KV1095                          SUPERSEDED SURVEY CONTROL
 KV1095
 KV1095  NGVD 29 (01/10/92)   67.238  (m)          220.60   (f) ADJUSTED    1 1
 KV1095
 KV1095.Superseded values are not recommended for survey control.
 KV1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1095.See file dsdata.txt to determine how the superseded data were derived.
 KV1095
 KV1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK143581(NAD 83)
 KV1095_MARKER: DB = BENCH MARK DISK
 KV1095_SETTING: 66 = SET IN ROCK OUTCROP
 KV1095_SP_SET: ROCK OUTCROP
 KV1095_STAMPING: J 41 1963
 KV1095_MARK LOGO: CGS   
 KV1095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV1095+STABILITY: POSITION/ELEVATION WELL
 KV1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1095+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1988
 KV1095
 KV1095  HISTORY     - Date     Condition        Report By
 KV1095  HISTORY     - 1963     MONUMENTED       CGS
 KV1095  HISTORY     - 19881012 GOOD             NJGS
 KV1095
 KV1095                          STATION DESCRIPTION
 KV1095
 KV1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KV1095'3.9 MI SE FROM WASHINGTON CROSSING.
 KV1095'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE INTERSECTION
 KV1095'OF STATE HIGHWAY 546 AT WASHINGTON CROSSING, THENCE 1.1 MILES
 KV1095'NORTHEAST ALONG A FREEWAY, (4-LANE HIGHWAY), 0.25 MILE SOUTHWEST
 KV1095'OF THE OVERHEAD BRIDGE OVER BEAR TAVERN ROAD, SET VERTICALLY
 KV1095'IN THE NORTHWEST FACE OF A 15-FEET HIGH ROCK CUT, 42 FEET
 KV1095'SOUTHEAST OF THE CENTER LINE OF THE EAST BOUND LANE OF THE
 KV1095'FREEWAY, 41 FEET NORTHEAST OF THE SOUTHWEST END OF THE CUT, 2
 KV1095'FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT 2 1/2 FEET ABOVE
 KV1095'THE LEVEL OF THE FREEWAY.
 KV1095
 KV1095                          STATION RECOVERY (1988)
 KV1095
 KV1095'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1095'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1095'4.5 KM (2.80 MI) SOUTHEAST ALONG STATE HIGHWAY 29 FROM ITS
 KV1095'INTERSECTION WITH WASHINGTON CROSSING PENNINGTON ROAD, MERCER COUNTY
 KV1095'ROUTE 546, IN WASHINGTON CROSSING, THENCE 1.8 KM (1.10 MI) NORTHEAST
 KV1095'ALONG INTERSTATE I 95 TO MARK ON THE RIGHT, STATION CAN ALSO BE
 KV1095'REACHED FROM THE INTERSECTION OF I 95 AND BEAR TAVERN ROAD,
 KV1095'INTERCHANGE NUMBER 2, BY PROCEEDING SOUTHWEST 0.4 KM (0.25 MI) ON I 95
 KV1095'TO THE STATION ACROSS THE HIGHWAY ON THE LEFT, THE DISK IS SET
 KV1095'VERTICALLY IN THE NORTHWEST FACE OF A 4.5 M (14.8 FT) HIGH ROCK CUT,
 KV1095'12.8 M (42.0 FT) SOUTHEAST OF THE CENTERLINE OF NORTH BOUND I 95, 12.5
 KV1095'M (41.0 FT) NORTHWEST OF THE SOUTHWEST END OF THE CUT, 0.61 M
 KV1095'(2.0 FT) ABOVE LEVEL OF THE GROUND AND ABOUT 0.76 M (2.5 FT) ABOVE
 KV1095'LEVEL OF I 95.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0783 ***********************************************************************
 KU0783  DESIGNATION -  J 5
 KU0783  PID         -  KU0783
 KU0783  STATE/COUNTY-  NJ/MONMOUTH
 KU0783  USGS QUAD   -  LONG BRANCH (1981)
 KU0783
 KU0783                         *CURRENT SURVEY CONTROL
 KU0783  ___________________________________________________________________
 KU0783* NAD 83(1986)-  40 21 56.     (N)    073 58 28.     (W)     SCALED    
 KU0783* NAVD 88     -         2.771  (meters)       9.09   (feet)  POSTED    
 KU0783  ___________________________________________________________________
 KU0783  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KU0783  DYNAMIC HT  -           2.770 (meters)       9.09  (feet)  COMP
 KU0783  MODELED GRAV-     980,178.4   (mgal)                       NAVD 88
 KU0783
 KU0783  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 KU0783
 KU0783.The horizontal coordinates were scaled from a topographic map and have
 KU0783.an estimated accuracy of +/- 6 seconds.
 KU0783
 KU0783.The orthometric height was determined by differential leveling
 KU0783.and adjusted by the National Geodetic Survey in 1992..
 KU0783.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 KU0783.rate greater than 8.0 mm/km.
 KU0783
 KU0783.The geoid height was determined by GEOID03.
 KU0783
 KU0783.The dynamic height is computed by dividing the NAVD 88
 KU0783.geopotential number by the normal gravity value computed on the
 KU0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0783.degrees latitude (g = 980.6199 gals.).
 KU0783
 KU0783.The modeled gravity was interpolated from observed gravity values.
 KU0783
 KU0783;                    North         East    Units  Estimated Accuracy
 KU0783;SPC NJ       -   170,230.      194,640.      MT  (+/- 180 meters Scaled)
 KU0783
 KU0783                          SUPERSEDED SURVEY CONTROL
 KU0783
 KU0783  NGVD 29 (??/??/92)    3.15   (m)           10.3    (f) COMPUTED    1 2
 KU0783
 KU0783.Superseded values are not recommended for survey control.
 KU0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0783.See file dsdata.txt to determine how the superseded data were derived.
 KU0783
 KU0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK870688(NAD 83)
 KU0783_MARKER: DB = BENCH MARK DISK
 KU0783_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0783_SP_SET: BUILDING
 KU0783_STAMPING: J 5 1930
 KU0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0783
 KU0783  HISTORY     - Date     Condition        Report By
 KU0783  HISTORY     - 1930     MONUMENTED       CGS
 KU0783  HISTORY     - 1933     GOOD             NGS
 KU0783  HISTORY     - 19950717 MARK NOT FOUND   USPSQD
 KU0783  HISTORY     - 19990325 MARK NOT FOUND   USPSQD
 KU0783
 KU0783                          STATION DESCRIPTION
 KU0783
 KU0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KU0783'AT SEA BRIGHT.
 KU0783'IN THE EAST FACE OF RAILROAD STATION, ON THE CENTRAL RAILROAD OF
 KU0783'NEW JERSEY, LONG BRANCH TO MOTTOWAN BRANCH, 1 FOOT NORTH OF
 KU0783'SOUTH EAST CORNER OF BUILDING, 8 YARDS WEST OF CENTER LINE OF
 KU0783'TRACK, 3 FEET ABOVE PLATFORM AND SET VERTICALLY.
 KU0783
 KU0783                          STATION RECOVERY (1995)
 KU0783
 KU0783'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU0783'MARK NOT FOUND.
 KU0783
 KU0783                          STATION RECOVERY (1999)
 KU0783
 KU0783'RECOVERY NOTE BY US POWER SQUADRON 1999
 KU0783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0784 ***********************************************************************
 KU0784  TIDAL BM    -  This is a Tidal Bench Mark.
 KU0784  DESIGNATION -  J 5 RESET
 KU0784  PID         -  KU0784
 KU0784  STATE/COUNTY-  NJ/MONMOUTH
 KU0784  USGS QUAD   -  LONG BRANCH (1981)
 KU0784
 KU0784                         *CURRENT SURVEY CONTROL
 KU0784  ___________________________________________________________________
 KU0784* NAD 83(1986)-  40 21 56.     (N)    073 58 29.     (W)     SCALED    
 KU0784* NAVD 88     -         4.094  (meters)      13.43   (feet)  ADJUSTED  
 KU0784  ___________________________________________________________________
 KU0784  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KU0784  DYNAMIC HT  -           4.093 (meters)      13.43  (feet)  COMP
 KU0784  MODELED GRAV-     980,178.5   (mgal)                       NAVD 88
 KU0784
 KU0784  VERT ORDER  -  FIRST     CLASS II
 KU0784
 KU0784.The horizontal coordinates were scaled from a topographic map and have
 KU0784.an estimated accuracy of +/- 6 seconds.
 KU0784
 KU0784.The orthometric height was determined by differential leveling
 KU0784.and adjusted by the National Geodetic Survey in May 2006..
 KU0784.No vertical observational check was made to the station.
 KU0784
 KU0784.This Tidal Bench Mark is designated as VM 2570
 KU0784.by the Center for Operational Oceanographic Products and Services.
 KU0784
 KU0784.The geoid height was determined by GEOID03.
 KU0784
 KU0784.The dynamic height is computed by dividing the NAVD 88
 KU0784.geopotential number by the normal gravity value computed on the
 KU0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0784.degrees latitude (g = 980.6199 gals.).
 KU0784
 KU0784.The modeled gravity was interpolated from observed gravity values.
 KU0784
 KU0784;                    North         East    Units  Estimated Accuracy
 KU0784;SPC NJ       -   170,230.      194,610.      MT  (+/- 180 meters Scaled)
 KU0784
 KU0784                          SUPERSEDED SURVEY CONTROL
 KU0784
 KU0784  NAVD 88 (06/15/91)    4.097  (m)           13.44   (f) UNKNOWN     1 1
 KU0784  NGVD 29 (04/16/92)    4.416  (m)           14.49   (f) ADJUSTED    1 1
 KU0784
 KU0784.Superseded values are not recommended for survey control.
 KU0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0784.See file dsdata.txt to determine how the superseded data were derived.
 KU0784
 KU0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK870688(NAD 83)
 KU0784_MARKER: DB = BENCH MARK DISK
 KU0784_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0784_SP_SET: BRIDGE BALUSTRADE
 KU0784_STAMPING: J 5 RESET 1950
 KU0784_MARK LOGO: CGS   
 KU0784_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0784+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 KU0784
 KU0784  HISTORY     - Date     Condition        Report By
 KU0784  HISTORY     - 1950     MONUMENTED       CGS
 KU0784  HISTORY     - 1964     GOOD             NGS
 KU0784  HISTORY     - 1979     GOOD             NGS
 KU0784  HISTORY     - 19920611 GOOD             USPSQD
 KU0784  HISTORY     - 19960906 GOOD             NJGS
 KU0784  HISTORY     - 19990320 GOOD             USPSQD
 KU0784  HISTORY     - 20030110 GOOD             NJGS
 KU0784  HISTORY     - 20030717 GOOD             NJGS
 KU0784
 KU0784                          STATION DESCRIPTION
 KU0784
 KU0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KU0784'0.1 MI N FROM SEA BRIGHT.
 KU0784'0.1 MILE NORTH ALONG OCEAN AVENUE FROM THE POST OFFICE AT SEA
 KU0784'BRIGHT, AT THE EAST END COUNTY HIGHWAY 520 BRIDGE OVER SHREWSBURY
 KU0784'RIVER, 34.0 FEET EAST OF THE EAST END OF BRIDGE, 25.5 FEET OF THE
 KU0784'CENTER LINE OF HIGHWAY 520, 6.0 FEET WEST OF STEEL LIGHT POLE,
 KU0784'ABOUT 3 FEET ABOVE THE HIGHWAY AND SET VERTICALLY IN THE SOUTH
 KU0784'FACE OF THE NORTH GUARD RAIL AT THE EAST END OF GUARD RAIL.
 KU0784
 KU0784                          STATION RECOVERY (1979)
 KU0784
 KU0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KU0784'RECOVERED IN GOOD CONDITION.
 KU0784
 KU0784                          STATION RECOVERY (1992)
 KU0784
 KU0784'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0784'RECOVERED IN GOOD CONDITION.
 KU0784
 KU0784                          STATION RECOVERY (1996)
 KU0784
 KU0784'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KU0784'RECOVERED AS DESCRIBED.
 KU0784
 KU0784                          STATION RECOVERY (1999)
 KU0784
 KU0784'RECOVERY NOTE BY US POWER SQUADRON 1999
 KU0784'RECOVERED IN GOOD CONDITION.
 KU0784
 KU0784                          STATION RECOVERY (2003)
 KU0784
 KU0784'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (SJM)
 KU0784'RECOVERED IN GOOD CONDITION.
 KU0784
 KU0784                          STATION RECOVERY (2003)
 KU0784
 KU0784'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 KU0784'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0928 ***********************************************************************
 KV0928  DESIGNATION -  J 53
 KV0928  PID         -  KV0928
 KV0928  STATE/COUNTY-  NJ/MIDDLESEX
 KV0928  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0928
 KV0928                         *CURRENT SURVEY CONTROL
 KV0928  ___________________________________________________________________
 KV0928* NAD 83(1986)-  40 27 17.     (N)    074 22 14.     (W)     SCALED    
 KV0928* NAVD 88     -         3.548  (meters)      11.64   (feet)  ADJUSTED  
 KV0928  ___________________________________________________________________
 KV0928  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KV0928  DYNAMIC HT  -           3.547 (meters)      11.64  (feet)  COMP
 KV0928  MODELED GRAV-     980,200.3   (mgal)                       NAVD 88
 KV0928
 KV0928  VERT ORDER  -  SECOND    CLASS 0
 KV0928
 KV0928.The horizontal coordinates were scaled from a topographic map and have
 KV0928.an estimated accuracy of +/- 6 seconds.
 KV0928
 KV0928.The orthometric height was determined by differential leveling
 KV0928.and adjusted by the National Geodetic Survey in June 1991..
 KV0928
 KV0928.The geoid height was determined by GEOID03.
 KV0928
 KV0928.The dynamic height is computed by dividing the NAVD 88
 KV0928.geopotential number by the normal gravity value computed on the
 KV0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0928.degrees latitude (g = 980.6199 gals.).
 KV0928
 KV0928.The modeled gravity was interpolated from observed gravity values.
 KV0928
 KV0928;                    North         East    Units  Estimated Accuracy
 KV0928;SPC NJ       -   180,010.      160,980.      MT  (+/- 180 meters Scaled)
 KV0928
 KV0928                          SUPERSEDED SURVEY CONTROL
 KV0928
 KV0928  NGVD 29 (04/16/92)    3.845  (m)           12.61   (f) ADJUSTED    2 0
 KV0928
 KV0928.Superseded values are not recommended for survey control.
 KV0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0928.See file dsdata.txt to determine how the superseded data were derived.
 KV0928
 KV0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK533784(NAD 83)
 KV0928_MARKER: DB = BENCH MARK DISK
 KV0928_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0928_SP_SET: BRIDGE
 KV0928_STAMPING: J 53 1961
 KV0928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0928+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 KV0928
 KV0928  HISTORY     - Date     Condition        Report By
 KV0928  HISTORY     - 1961     MONUMENTED       CGS
 KV0928  HISTORY     - 20040301 GOOD             NJGS
 KV0928
 KV0928                          STATION DESCRIPTION
 KV0928
 KV0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0928'1 MI W FROM SAYERVILLE.
 KV0928'0.4 MILE SOUTH ON MAIN STREET FROM THE POST OFFICE AT SAYERVILLE,
 KV0928'THENCE 0.55 MILE WEST ON WASHINGTON ROAD, 12 FEET SOUTH OF THE
 KV0928'CENTER LINE OF WASHINGTON STREET IN THE EAST END OF THE DRAW
 KV0928'BRIDGE OVER SOUTH RIVER.  SET IN A DRILL HOLE LEVEL WITH THE
 KV0928'HIGHWAY AND BRIDGE.
 KV0928
 KV0928                          STATION RECOVERY (2004)
 KV0928
 KV0928'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2004 (MVI)
 KV0928'MARK NOT FOUND AFTER 30 MINUTE SEARCH BY THREE MAN CREW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0886 ***********************************************************************
 KV0886  DESIGNATION -  J 54
 KV0886  PID         -  KV0886
 KV0886  STATE/COUNTY-  NJ/MONMOUTH
 KV0886  USGS QUAD   -  LONG BRANCH (1981)
 KV0886
 KV0886                         *CURRENT SURVEY CONTROL
 KV0886  ___________________________________________________________________
 KV0886* NAD 83(1986)-  40 19 49.     (N)    074 04 35.     (W)     SCALED    
 KV0886* NAVD 88     -        21.497  (meters)      70.53   (feet)  ADJUSTED  
 KV0886  ___________________________________________________________________
 KV0886  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KV0886  DYNAMIC HT  -          21.487 (meters)      70.50  (feet)  COMP
 KV0886  MODELED GRAV-     980,200.0   (mgal)                       NAVD 88
 KV0886
 KV0886  VERT ORDER  -  SECOND    CLASS 0
 KV0886
 KV0886.The horizontal coordinates were scaled from a topographic map and have
 KV0886.an estimated accuracy of +/- 6 seconds.
 KV0886
 KV0886.The orthometric height was determined by differential leveling
 KV0886.and adjusted by the National Geodetic Survey in June 1991..
 KV0886
 KV0886.The geoid height was determined by GEOID03.
 KV0886
 KV0886.The dynamic height is computed by dividing the NAVD 88
 KV0886.geopotential number by the normal gravity value computed on the
 KV0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0886.degrees latitude (g = 980.6199 gals.).
 KV0886
 KV0886.The modeled gravity was interpolated from observed gravity values.
 KV0886
 KV0886;                    North         East    Units  Estimated Accuracy
 KV0886;SPC NJ       -   166,270.      186,000.      MT  (+/- 180 meters Scaled)
 KV0886
 KV0886                          SUPERSEDED SURVEY CONTROL
 KV0886
 KV0886  NGVD 29 (04/16/92)   21.817  (m)           71.58   (f) ADJUSTED    2 0
 KV0886
 KV0886.Superseded values are not recommended for survey control.
 KV0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0886.See file dsdata.txt to determine how the superseded data were derived.
 KV0886
 KV0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK784648(NAD 83)
 KV0886_MARKER: DB = BENCH MARK DISK
 KV0886_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0886_SP_SET: PYRAMID FOUNDATION
 KV0886_STAMPING: J 54 1961
 KV0886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0886
 KV0886  HISTORY     - Date     Condition        Report By
 KV0886  HISTORY     - 1961     MONUMENTED       CGS
 KV0886  HISTORY     - 19920621 MARK NOT FOUND   USPSQD
 KV0886
 KV0886                          STATION DESCRIPTION
 KV0886
 KV0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0886'AT RED BANK.
 KV0886'AT THE RED BANK AIRPORT, IN A GRASSY AREA ABOUT 500 FEET SOUTH
 KV0886'OF THE ADMINISTRATION BUILDING AND 15 FEET WEST OF THE RAIL FENCE
 KV0886'AROUND THE AIRPORT.  SET VERTICALLY IN THE NORTH SIDE OF THE
 KV0886'CONCRETE PYRAMID FOUNDATION SUPPORTING THE WIND INDICATOR, 18
 KV0886'INCHES ABOVE THE GROUND.
 KV0886
 KV0886                          STATION RECOVERY (1992)
 KV0886
 KV0886'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0886'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0887 ***********************************************************************
 KV0887  DESIGNATION -  J 54 RESET 1963
 KV0887  PID         -  KV0887
 KV0887  STATE/COUNTY-  NJ/MONMOUTH
 KV0887  USGS QUAD   -  LONG BRANCH (1981)
 KV0887
 KV0887                         *CURRENT SURVEY CONTROL
 KV0887  ___________________________________________________________________
 KV0887* NAD 83(1986)-  40 19 49.     (N)    074 04 35.     (W)     SCALED    
 KV0887* NAVD 88     -        22.03   (+/-2cm)      72.3    (feet)  VERTCON   
 KV0887  ___________________________________________________________________
 KV0887  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KV0887
 KV0887  VERT ORDER  -  THIRD (See Below)
 KV0887
 KV0887.The horizontal coordinates were scaled from a topographic map and have
 KV0887.an estimated accuracy of +/- 6 seconds.
 KV0887
 KV0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV0887.The vertical order pertains to the NGVD 29 superseded value.
 KV0887
 KV0887.The geoid height was determined by GEOID03.
 KV0887
 KV0887;                    North         East    Units  Estimated Accuracy
 KV0887;SPC NJ       -   166,270.      186,000.      MT  (+/- 180 meters Scaled)
 KV0887
 KV0887                          SUPERSEDED SURVEY CONTROL
 KV0887
 KV0887  NGVD 29 (??/??/??)   22.35   (m)           73.3    (f) RESET       3  
 KV0887
 KV0887.Superseded values are not recommended for survey control.
 KV0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0887.See file dsdata.txt to determine how the superseded data were derived.
 KV0887
 KV0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK784648(NAD 83)
 KV0887_MARKER: DB = BENCH MARK DISK
 KV0887_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0887_SP_SET: DRILL HOLE
 KV0887_STAMPING: J 54 RESET 1963
 KV0887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0887
 KV0887  HISTORY     - Date     Condition        Report By
 KV0887  HISTORY     - 1963     MONUMENTED       CGS
 KV0887  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0887  HISTORY     - 19920521 MARK NOT FOUND   USPSQD
 KV0887
 KV0887                          STATION DESCRIPTION
 KV0887
 KV0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KV0887'AT RED BANK AIRPORT.
 KV0887'AT THE RED BANK AIRPORT ON THE SOUTH SIDE OF THE NEW ADMINISTRATION
 KV0887'BUILDING, 135.5 FEET EAST OF THE CENTERLINE OF SHREWSBURY
 KV0887'AVENUE, 10 FEET EAST OF THE CENTERLINE OF THE DOORWAY AND 1 FOOT
 KV0887'SOUTH OF THE BUILDING, AND SET IN A DRILL HOLE.
 KV0887
 KV0887                          STATION RECOVERY (1985)
 KV0887
 KV0887'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0887'MARK NOT FOUND.
 KV0887
 KV0887                          STATION RECOVERY (1992)
 KV0887
 KV0887'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0232 ***********************************************************************
 JU0232  DESIGNATION -  J 55
 JU0232  PID         -  JU0232
 JU0232  STATE/COUNTY-  NJ/OCEAN
 JU0232  USGS QUAD   -  TUCKERTON (1995)
 JU0232
 JU0232                         *CURRENT SURVEY CONTROL
 JU0232  ___________________________________________________________________
 JU0232* NAD 83(1986)-  39 34 19.     (N)    074 20 36.     (W)     SCALED    
 JU0232* NAVD 88     -         1.536  (meters)       5.04   (feet)  ADJUSTED  
 JU0232  ___________________________________________________________________
 JU0232  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JU0232  DYNAMIC HT  -           1.535 (meters)       5.04  (feet)  COMP
 JU0232  MODELED GRAV-     980,146.8   (mgal)                       NAVD 88
 JU0232
 JU0232  VERT ORDER  -  FIRST     CLASS II
 JU0232
 JU0232.The horizontal coordinates were scaled from a topographic map and have
 JU0232.an estimated accuracy of +/- 6 seconds.
 JU0232
 JU0232.The orthometric height was determined by differential leveling
 JU0232.and adjusted by the National Geodetic Survey in March 2001..
 JU0232.No vertical observational check was made to the station.
 JU0232
 JU0232.The geoid height was determined by GEOID03.
 JU0232
 JU0232.The dynamic height is computed by dividing the NAVD 88
 JU0232.geopotential number by the normal gravity value computed on the
 JU0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0232.degrees latitude (g = 980.6199 gals.).
 JU0232
 JU0232.The modeled gravity was interpolated from observed gravity values.
 JU0232
 JU0232;                    North         East    Units  Estimated Accuracy
 JU0232;SPC NJ       -    82,000.      163,460.      MT  (+/- 180 meters Scaled)
 JU0232
 JU0232                          SUPERSEDED SURVEY CONTROL
 JU0232
 JU0232  NAVD 88 (06/15/91)    1.563  (m)            5.13   (f) UNKNOWN     2 0
 JU0232  NGVD 29 (??/??/??)    1.951  (m)            6.40   (f) ADJUSTED    2 0
 JU0232
 JU0232.Superseded values are not recommended for survey control.
 JU0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0232.See file dsdata.txt to determine how the superseded data were derived.
 JU0232
 JU0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ564804(NAD 83)
 JU0232_MARKER: DB = BENCH MARK DISK
 JU0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0232_STAMPING: J 55 1961
 JU0232_MARK LOGO: CGS   
 JU0232_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0232+STABILITY: SURFACE MOTION
 JU0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0232+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1998
 JU0232
 JU0232  HISTORY     - Date     Condition        Report By
 JU0232  HISTORY     - 1961     MONUMENTED       CGS
 JU0232  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 JU0232  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0232  HISTORY     - 19980901 GOOD             NJGS
 JU0232
 JU0232                          STATION DESCRIPTION
 JU0232
 JU0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0232'2.3 MI S FROM TUCKERTON.
 JU0232'0.3 MILE SOUTHWEST ON U.S. HIGHWAY 9 FROM THE POST OFFICE AT
 JU0232'TUCKERTON, THENCE 2.0 MILES SOUTH ON GREAT BAY BOULEVARD, 27
 JU0232'FEET WEST OF THE CENTERLINE OF THE BOULEVARD, 6 FEET WEST OF THE
 JU0232'GUARD FENCE AND 1 FOOT BELOW THE LEVEL OF THE ROAD.  SET IN A
 JU0232'CONCRETE POST PROJECTING 2 INCHES.
 JU0232
 JU0232                          STATION RECOVERY (1983)
 JU0232
 JU0232'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU0232'MARK NOT FOUND.
 JU0232
 JU0232                          STATION RECOVERY (1985)
 JU0232
 JU0232'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0232'MARK NOT FOUND.
 JU0232
 JU0232                          STATION RECOVERY (1998)
 JU0232
 JU0232'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU0232'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0481 ***********************************************************************
 JU0481  DESIGNATION -  J 56
 JU0481  PID         -  JU0481
 JU0481  STATE/COUNTY-  NJ/ATLANTIC
 JU0481  USGS QUAD   -  OCEAN CITY (1994)
 JU0481
 JU0481                         *CURRENT SURVEY CONTROL
 JU0481  ___________________________________________________________________
 JU0481* NAD 83(1996)-  39 18 41.70202(N)    074 32 54.45598(W)     ADJUSTED  
 JU0481* NAVD 88     -         1.466  (meters)       4.81   (feet)  ADJUSTED  
 JU0481  ___________________________________________________________________
 JU0481  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 JU0481  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 JU0481  DYNAMIC HT  -           1.465 (meters)       4.81  (feet)  COMP
 JU0481  MODELED GRAV-     980,103.0   (mgal)                       NAVD 88
 JU0481
 JU0481  HORZ ORDER  -  SECOND
 JU0481  VERT ORDER  -  FIRST     CLASS II
 JU0481
 JU0481.The horizontal coordinates were established by classical geodetic methods
 JU0481.and adjusted by the National Geodetic Survey in September 1999..
 JU0481
 JU0481.The orthometric height was determined by differential leveling
 JU0481.and adjusted by the National Geodetic Survey in June 1991..
 JU0481.WARNING-Repeat measurements at this control monument indicate possible
 JU0481.vertical movement.
 JU0481
 JU0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0481
 JU0481.The geoid height was determined by GEOID03.
 JU0481
 JU0481.The dynamic height is computed by dividing the NAVD 88
 JU0481.geopotential number by the normal gravity value computed on the
 JU0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0481.degrees latitude (g = 980.6199 gals.).
 JU0481
 JU0481.The modeled gravity was interpolated from observed gravity values.
 JU0481
 JU0481;                    North         East     Units Scale Factor Converg.
 JU0481;SPC NJ       -    53,089.688   145,820.977   MT  0.99990021   -0 01 50.5
 JU0481;SPC NJ       -   174,178.42    478,414.32   sFT  0.99990021   -0 01 50.5
 JU0481;UTM  18      - 4,351,451.490   538,927.655   MT  0.99961866   +0 17 09.9
 JU0481
 JU0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0481!SPC NJ       -   1.00000518  x   0.99990021  =   0.99990539
 JU0481!UTM  18      -   1.00000518  x   0.99961866  =   0.99962384
 JU0481
 JU0481                          SUPERSEDED SURVEY CONTROL
 JU0481
 JU0481  NAD 83(1986)-  39 18 41.68795(N)    074 32 54.45153(W) AD(       ) 2
 JU0481  NAD 27      -  39 18 41.27370(N)    074 32 55.89860(W) AD(       ) 2
 JU0481  NGVD 29 (04/16/92)    1.860  (m)            6.10   (f) ADJUSTED    1 2
 JU0481
 JU0481.Superseded values are not recommended for survey control.
 JU0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0481.See file dsdata.txt to determine how the superseded data were derived.
 JU0481
 JU0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3892851451(NAD 83)
 JU0481_MARKER: DB = BENCH MARK DISK
 JU0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0481_STAMPING: J 56
 JU0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0481+STABILITY: SURFACE MOTION
 JU0481
 JU0481  HISTORY     - Date     Condition        Report By
 JU0481  HISTORY     - 1962     MONUMENTED       CGS
 JU0481  HISTORY     - 1961     GOOD             CGS
 JU0481  HISTORY     - 1962     GOOD             CGS
 JU0481  HISTORY     - 1979     GOOD             NGS
 JU0481  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU0481
 JU0481                          STATION DESCRIPTION
 JU0481
 JU0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JU0481'STATION GREAT EGG IS ABOUT 2-1/2 MILES NORTHEAST OF OCEAN CITY, 2-1/2
 JU0481'MILES EAST OF SOMERS POINT, 1-1/2 MILES SOUTHWEST OF LONGPORT,
 JU0481'3/4 MILE NORTH OF THE GREAT EGG HARBOR INLET, AND ON AN ISLAND IN
 JU0481'EGG HARBOR.  IT IS 38 FEET NORTH OF THE CENTERLINE OF A PAVED
 JU0481'ROAD, 28 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD, 24 FEET
 JU0481'EAST OF A POWER POLE, 9 FEET NORTHWEST OF A WITNESS POST, 7 FEET
 JU0481'NORTH OF THE NORTHEAST LEG OF A LARGE BILL BOARD, AND 5 FEET
 JU0481'SOUTHEAST OF A ROAD SIGN POST.
 JU0481'
 JU0481'TO REACH FROM THE TOLL BOOTH AT THE SOUTH END OF THE GREAT EGG
 JU0481'HARBOR INLET BRIDGE, AT THE NORTH END OF OCEAN CITY, GO NORTH
 JU0481'ON OCEAN DRIVE FOR 0.5 MILE TO THE NORTHEAST CORNER OF THE
 JU0481'BRIDGE AND BENCH MARK L 56 ON THE RIGHT.  CONTINUE NORTH AND
 JU0481'NORTHEAST ON OCEAN DRIVE FOR 0.85 MILE TO A REVERSE Y-FORK AND
 JU0481'STATION GREAT EGG IN THE ANGLE OF THE FORK.
 JU0481'
 JU0481'BENCH MARK J 56 IS A STANDARD COAST AND GEODETIC SURVEY BENCH
 JU0481'MARK DISK STAMPED J 56 1961, SET IN THE TOP OF 12 INCH CONCRETE
 JU0481'POST THAT PROJECTS 3 INCHES.  IT IS 38 FEET SOUTH OF THE
 JU0481'CENTERLINE OF A PAVED ROAD, 33 FEET NORTH OF THE CENTERLINE OF
 JU0481'OCEAN DRIVE, 15 FEET WEST OF THE NORTHEAST LEG OF THE BILL BOARD,
 JU0481'AND 15 FEET SOUTHEAST OF THE POWER POLE.
 JU0481
 JU0481                          STATION RECOVERY (1961)
 JU0481
 JU0481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JU0481'1.2 MI NW FROM LONGPORT.
 JU0481'1.2 MILES NORTHWEST ALONG LONGPORT BOULEVARD FROM THE
 JU0481'INTERSECTION WITH VENTNOR AVENUE, AT THE INTERSECTION OF LONGPORT
 JU0481'BOULEVARD AND OCEAN DRIVE, 37 FEET SOUTH OF THE CENTER LINE OF
 JU0481'LONGPORT BOULEVARD, 32.5 FEET NORTH OF THE CENTER LINE OF OCEAN
 JU0481'DRIVE AND 14.5 FEET SOUTHEAST OF POLE A 11767.  SET IN THE TOP
 JU0481'OF CONCRETE POST PROJECTING 1 INCH.
 JU0481
 JU0481                          STATION RECOVERY (1962)
 JU0481
 JU0481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 JU0481'RECOVERED IN GOOD CONDITION.
 JU0481
 JU0481                          STATION RECOVERY (1979)
 JU0481
 JU0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0481'NOTE, MARK IS NOW TWO INCHES BELOW GROUND.
 JU0481'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
 JU0481
 JU0481                          STATION RECOVERY (2001)
 JU0481
 JU0481'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0481'THE INTERSECTION HAS BEEN REALIGNED, THE TIES ARE NO LONGER VALID.
 JU0481'THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0514 ***********************************************************************
 JU0514  DESIGNATION -  J 57
 JU0514  PID         -  JU0514
 JU0514  STATE/COUNTY-  NJ/ATLANTIC
 JU0514  USGS QUAD   -  MAYS LANDING (1989)
 JU0514
 JU0514                         *CURRENT SURVEY CONTROL
 JU0514  ___________________________________________________________________
 JU0514* NAD 83(1986)-  39 28 22.     (N)    074 42 55.     (W)     SCALED    
 JU0514* NAVD 88     -         7.404  (meters)      24.29   (feet)  ADJUSTED  
 JU0514  ___________________________________________________________________
 JU0514  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JU0514  DYNAMIC HT  -           7.400 (meters)      24.28  (feet)  COMP
 JU0514  MODELED GRAV-     980,123.2   (mgal)                       NAVD 88
 JU0514
 JU0514  VERT ORDER  -  FIRST     CLASS II
 JU0514
 JU0514.The horizontal coordinates were scaled from a topographic map and have
 JU0514.an estimated accuracy of +/- 6 seconds.
 JU0514
 JU0514.The orthometric height was determined by differential leveling
 JU0514.and adjusted by the National Geodetic Survey in January 1994..
 JU0514
 JU0514.The geoid height was determined by GEOID03.
 JU0514
 JU0514.The dynamic height is computed by dividing the NAVD 88
 JU0514.geopotential number by the normal gravity value computed on the
 JU0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0514.degrees latitude (g = 980.6199 gals.).
 JU0514
 JU0514.The modeled gravity was interpolated from observed gravity values.
 JU0514
 JU0514;                    North         East    Units  Estimated Accuracy
 JU0514;SPC NJ       -    71,010.      131,480.      MT  (+/- 180 meters Scaled)
 JU0514
 JU0514                          SUPERSEDED SURVEY CONTROL
 JU0514
 JU0514  NAVD 88 (06/15/91)    7.396  (m)           24.27   (f) UNKNOWN     1 2
 JU0514  NGVD 29 (01/10/92)    7.787  (m)           25.55   (f) ADJUSTED    1 2
 JU0514
 JU0514.Superseded values are not recommended for survey control.
 JU0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0514.See file dsdata.txt to determine how the superseded data were derived.
 JU0514
 JU0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ244692(NAD 83)
 JU0514_MARKER: DB = BENCH MARK DISK
 JU0514_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU0514_SP_SET: BRIDGE WINGWALL
 JU0514_STAMPING: J 57 1961
 JU0514_MARK LOGO: CGS   
 JU0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0514+STABILITY: SURFACE MOTION
 JU0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0514+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 JU0514
 JU0514  HISTORY     - Date     Condition        Report By
 JU0514  HISTORY     - 1961     MONUMENTED       CGS
 JU0514  HISTORY     - 19900713 GOOD             NJGS
 JU0514  HISTORY     - 20040925 GOOD             GEOCAC
 JU0514
 JU0514                          STATION DESCRIPTION
 JU0514
 JU0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0514'1.2 MI NE FROM MAYS LANDING.
 JU0514'MARK IS 1.25 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM THE POST
 JU0514'OFFICE IN MAYS LANDING.  24 FEET SOUTHEAST OF THE CENTER LINE OF
 JU0514'U.S. 50 AT THE SOUTHWEST END OF BRIDGE OVER WATERING RACE BRANCH.
 JU0514'IT IS SET HORIZONTALLY IN THE SOUTHEAST CONCRETE ABUTMENT ABOUT
 JU0514'LEVEL WITH THE HIGHWAY.
 JU0514
 JU0514                          STATION RECOVERY (1990)
 JU0514
 JU0514'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0514'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, SET IN TOP OF THE
 JU0514'SOUTHEAST WINGWALL AT THE SOUTH END OF THE SOUTHWEST ABUTMENT OF A
 JU0514'BRIDGE, STRUCTURE NUMBER 0112.125, MILEPOST 20.76, SPANNING A
 JU0514'TRIBUTARY STREAM TO WATERING RACE.  TO REACH THE STATION FROM THE
 JU0514'JUNCTION OF STATE  ROUTE 50 AND U.S. HIGHWAY 322, GO 0.48 KM
 JU0514'(0.30 MI) SOUTH ON ROUTE 50 TO THE BRIDGE AND THE STATION ON THE
 JU0514'LEFT.  THE STATION IS 6.9 M (22.6 FT) SOUTHEAST OF THE CENTERLINE OF
 JU0514'ROUTE 50, 3.7 M (12.1 FT) SOUTHWEST OF THE CENTERLINE OF THE CREEK,
 JU0514'0.6 M (2.0 FT) EAST OF THE SOUTH CORNER OF THE CONCRETE BRIDGE
 JU0514'BALUSTRADE AND FLUSH WITH THE WINGWALL.
 JU0514
 JU0514                          STATION RECOVERY (2004)
 JU0514
 JU0514'RECOVERY NOTE BY GEOCACHING 2004 (STC)
 JU0514'DESCRIPTION FROM 1990 APPEARS TO HAVE TRANSPOSED DIGITS IN BRIDGE
 JU0514'STRUCTURE NUMBER.  SIGN ON BRIDGE NOW READS 0112-152.
 JU0514'HANDHELD GPS COORDINATES N 39 28 21.8 W 074 42 55.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0418 ***********************************************************************
 JU0418  DESIGNATION -  J 58
 JU0418  PID         -  JU0418
 JU0418  STATE/COUNTY-  NJ/CAPE MAY
 JU0418  USGS QUAD   -  STONE HARBOR (1972)
 JU0418
 JU0418                         *CURRENT SURVEY CONTROL
 JU0418  ___________________________________________________________________
 JU0418* NAD 83(1986)-  39 04 59.     (N)    074 49 27.     (W)     SCALED    
 JU0418* NAVD 88     -         6.222  (meters)      20.41   (feet)  ADJUSTED  
 JU0418  ___________________________________________________________________
 JU0418  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 JU0418  DYNAMIC HT  -           6.218 (meters)      20.40  (feet)  COMP
 JU0418  MODELED GRAV-     980,065.9   (mgal)                       NAVD 88
 JU0418  OBS GRAVITY -     980,065.1   (mgal)                       GRAV_OBS
 JU0418
 JU0418  VERT ORDER  -  FIRST     CLASS II
 JU0418
 JU0418.The horizontal coordinates were scaled from a topographic map and have
 JU0418.an estimated accuracy of +/- 6 seconds.
 JU0418
 JU0418.The orthometric height was determined by differential leveling
 JU0418.and adjusted by the National Geodetic Survey in June 1991..
 JU0418
 JU0418.The geoid height was determined by GEOID03.
 JU0418
 JU0418.The dynamic height is computed by dividing the NAVD 88
 JU0418.geopotential number by the normal gravity value computed on the
 JU0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0418.degrees latitude (g = 980.6199 gals.).
 JU0418
 JU0418.The modeled gravity was interpolated from observed gravity values.
 JU0418.The observed gravity was obtained from relative gravimeter ties
 JU0418.to the IGSN71 gravity network.
 JU0418
 JU0418;                    North         East    Units  Estimated Accuracy
 JU0418;SPC NJ       -    27,770.      121,950.      MT  (+/- 180 meters Scaled)
 JU0418
 JU0418                          SUPERSEDED SURVEY CONTROL
 JU0418
 JU0418  NGVD 29 (04/16/92)    6.621  (m)           21.72   (f) ADJUSTED    1 2
 JU0418
 JU0418.Superseded values are not recommended for survey control.
 JU0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0418.See file dsdata.txt to determine how the superseded data were derived.
 JU0418
 JU0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ152260(NAD 83)
 JU0418_MARKER: DB = BENCH MARK DISK
 JU0418_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0418_SP_SET: BUILDING
 JU0418_STAMPING: J 58 1961
 JU0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0418
 JU0418  HISTORY     - Date     Condition        Report By
 JU0418  HISTORY     - 1961     MONUMENTED       CGS
 JU0418  HISTORY     - 1979     GOOD             NGS
 JU0418
 JU0418                          STATION DESCRIPTION
 JU0418
 JU0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0418'AT CAPE MAY COURT HOUSE.
 JU0418'SET IN A VERTICAL DRILL HOLE IN THE NORTHWEST BRICK WALL AT THE
 JU0418'WEST CORNER AND IN THE REAR OF THE COURT HOUSE AND 1.2 FEET
 JU0418'NORTHEAST OF THE WEST CORNER OF THE BUILDING ABOUT 2 FEET ABOVE
 JU0418'THE LEVEL OF THE GROUND.
 JU0418
 JU0418                          STATION RECOVERY (1979)
 JU0418
 JU0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0992 ***********************************************************************
 JU0992  DESIGNATION -  J 59
 JU0992  PID         -  JU0992
 JU0992  STATE/COUNTY-  NJ/CUMBERLAND
 JU0992  USGS QUAD   -  MILLVILLE (1997)
 JU0992
 JU0992                         *CURRENT SURVEY CONTROL
 JU0992  ___________________________________________________________________
 JU0992* NAD 83(1996)-  39 22 43.60529(N)    075 04 27.88915(W)     ADJUSTED  
 JU0992* NAVD 88     -        21.727  (meters)      71.28   (feet)  ADJUSTED  
 JU0992  ___________________________________________________________________
 JU0992  X           -   1,271,529.640 (meters)                     COMP
 JU0992  Y           -  -4,770,185.983 (meters)                     COMP
 JU0992  Z           -   4,024,901.919 (meters)                     COMP
 JU0992  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 JU0992  ELLIP HEIGHT-         -12.17  (meters)          (09/01/99) GPS OBS
 JU0992  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JU0992  DYNAMIC HT  -          21.716 (meters)      71.25  (feet)  COMP
 JU0992  MODELED GRAV-     980,121.0   (mgal)                       NAVD 88
 JU0992
 JU0992  HORZ ORDER  -  SECOND
 JU0992  VERT ORDER  -  SECOND    CLASS 0
 JU0992  ELLP ORDER  -  FOURTH    CLASS I
 JU0992
 JU0992.The horizontal coordinates were established by GPS observations
 JU0992.and adjusted by the National Geodetic Survey in September 1999..
 JU0992
 JU0992.The orthometric height was determined by differential leveling
 JU0992.and adjusted by the National Geodetic Survey in June 1991..
 JU0992
 JU0992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0992
 JU0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0992
 JU0992.The ellipsoidal height was determined by GPS observations
 JU0992.and is referenced to NAD 83.
 JU0992
 JU0992.The geoid height was determined by GEOID03.
 JU0992
 JU0992.The dynamic height is computed by dividing the NAVD 88
 JU0992.geopotential number by the normal gravity value computed on the
 JU0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0992.degrees latitude (g = 980.6199 gals.).
 JU0992
 JU0992.The modeled gravity was interpolated from observed gravity values.
 JU0992
 JU0992;                    North         East     Units Scale Factor Converg.
 JU0992;SPC NJ       -    60,705.380   100,511.790   MT  0.99993014   -0 21 52.0
 JU0992;SPC NJ       -   199,164.23    329,762.43   sFT  0.99993014   -0 21 52.0
 JU0992;UTM  18      - 4,358,814.133   493,590.888   MT  0.99960051   -0 02 50.0
 JU0992
 JU0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0992!SPC NJ       -   1.00000191  x   0.99993014  =   0.99993205
 JU0992!UTM  18      -   1.00000191  x   0.99960051  =   0.99960242
 JU0992
 JU0992                          SUPERSEDED SURVEY CONTROL
 JU0992
 JU0992  NAD 83(1991)-  39 22 43.59576(N)    075 04 27.88732(W) AD(       ) 2
 JU0992  ELLIP H (01/27/92)  -12.30   (m)                       GP(       ) 4 1
 JU0992  NAD 83(1986)-  39 22 43.59260(N)    075 04 27.89037(W) AD(       ) 2
 JU0992  NAD 27      -  39 22 43.17372(N)    075 04 29.24045(W) AD(       ) 2
 JU0992  NGVD 29 (04/16/92)   22.058  (m)           72.37   (f) ADJUSTED    2 0
 JU0992
 JU0992.Superseded values are not recommended for survey control.
 JU0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0992.See file dsdata.txt to determine how the superseded data were derived.
 JU0992
 JU0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9359158814(NAD 83)
 JU0992_MARKER: DB = BENCH MARK DISK
 JU0992_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0992+WITH SETTING: PAVEMENT
 JU0992_SP_SET: CONCRETE FOUNDATIN OF MANHOLE
 JU0992_STAMPING: J 59 1961
 JU0992_MARK LOGO: CGS   
 JU0992_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0992+STABILITY: SURFACE MOTION
 JU0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0992+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1990
 JU0992
 JU0992  HISTORY     - Date     Condition        Report By
 JU0992  HISTORY     - 1961     MONUMENTED       CGS
 JU0992  HISTORY     - 1977     GOOD             NGS
 JU0992  HISTORY     - 1979     GOOD             NGS
 JU0992  HISTORY     - 19871113 GOOD
 JU0992  HISTORY     - 19901120 GOOD             NGS
 JU0992
 JU0992                          STATION DESCRIPTION
 JU0992
 JU0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0992'2 MI SW FROM MILLVILLE.
 JU0992'1.95 MILE SOUTHWEST ON THE MILLVILLE TO NEWPORT ROAD FROM THE
 JU0992'JUNCTION OF MAIN AVENUE AND CEDAR STREET IN MILLVILLE TO THE
 JU0992'ENTRANCE OF THE MILLVILLE AIRPORT, 76 FEET NORTHEAST OF THE CENTER
 JU0992'LINE OF THE ROAD TO THE AIRPORT AND 26 FEET SOUTHEAST OF THE
 JU0992'CENTER LINE OF THE MILLVILLE TO NEWPORT ROAD.  SET IN A DRILL
 JU0992'HOLE IN THE SOUTH CORNER OF A CONCRETE MANHOLE ABOUT 1 FOOT ABOVE
 JU0992'THE LEVEL OF THE ROAD.
 JU0992
 JU0992                          STATION RECOVERY (1977)
 JU0992
 JU0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 JU0992'NOTE-- THE
 JU0992'ROAD TO THE AIRPORT IS BOGDEN BOULEVARD AND THE MILLVILLE TO NEWPORT
 JU0992'ROAD IS CEDARVILLE ROAD.
 JU0992
 JU0992                          STATION RECOVERY (1979)
 JU0992
 JU0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0992'RECOVERED IN GOOD CONDITION.
 JU0992
 JU0992                          STATION RECOVERY (1987)
 JU0992
 JU0992'RECOVERED 1987
 JU0992'RECOVERED IN GOOD CONDITION.
 JU0992
 JU0992                          STATION RECOVERY (1990)
 JU0992
 JU0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU0992'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTHWEST OF MILLVILLE ON
 JU0992'THE SOUTHEAST SIDE OF COUNTY ROAD 610 AT THE JUNCTION OF BOGDEN
 JU0992'BOULEVARD.  OWNERSHIP--NEW JERSEY DEPARTMENT OF TRANSPORTATION, STATE
 JU0992'HIGHWAY 40, BUENA, NJ 08016, PHONE 609-697-1136.
 JU0992'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49 (MAIN
 JU0992'STREET) AND HIGH STREET AT THE CITY MUNICIPAL COMPLEX BUILDING IN
 JU0992'MILLVILLE, GO WEST ON STATE HIGHWAY 49 FOR 0.32 KM (0.20 MI) TO THE
 JU0992'JUNCTION OF COUNTY ROAD 555 ON THE LEFT, TURN LEFT, SOUTHWEST, ON
 JU0992'COUNTY ROAD 555 FOR 0.4 KM (0.2 MI) TO THE JUNCTION OF COUNTY ROAD
 JU0992'610 AND COUNTY ROAD 555 TURNING LEFT, CONTINUE STRAIGHT AHEAD ON
 JU0992'COUNTY ROAD 610 FOR 2.9 KM (1.8 MI) TO THE JUNCTION OF BOGDEN
 JU0992'BOULEVARD ON THE LEFT AND THE STATION ON THE NORTHEAST SIDE OF THE
 JU0992'BOULEVARD IN THE SOUTH CORNER OF THE CONCRETE FOUNDATION OF A MANHOLE
 JU0992'COVER.
 JU0992'THE STATION IS ABOUT 0.45 M (1.48 FT) ABOVE COUNTY ROAD 610 AND
 JU0992'LOCATED 0.72 KM (0.45 MI) SOUTHWEST OF MILEPOST 10 OF COUNTY ROAD
 JU0992'610, 23.5 M (77.1 FT) NORTHEAST OF THE CENTER OF BOGDEN BOULEVARD,
 JU0992'8.2 M (26.9 FT) SOUTHEAST OF THE CENTER OF COUNTY ROAD 610, 4.9 M
 JU0992'(16.1 FT) SOUTH-SOUTHWEST OF POWERPOLE NUMBER 89 226-MV, 1.9 EAST OF
 JU0992'A FIRE HYDRANT AND 0.2 M (0.7 FT) NORTHWEST OF A FIBERGLASS WITNESS
 JU0992'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0458 ***********************************************************************
 KV0458  DESIGNATION -  J 62
 KV0458  PID         -  KV0458
 KV0458  STATE/COUNTY-  NJ/HUDSON
 KV0458  USGS QUAD   -  WEEHAWKEN (1995)
 KV0458
 KV0458                         *CURRENT SURVEY CONTROL
 KV0458  ___________________________________________________________________
 KV0458* NAD 83(1986)-  40 45 54.     (N)    074 04 11.     (W)     SCALED    
 KV0458* NAVD 88     -         2.521  (meters)       8.27   (feet)  ADJUSTED  
 KV0458  ___________________________________________________________________
 KV0458  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KV0458  DYNAMIC HT  -           2.520 (meters)       8.27  (feet)  COMP
 KV0458  MODELED GRAV-     980,238.8   (mgal)                       NAVD 88
 KV0458
 KV0458  VERT ORDER  -  SECOND    CLASS 0
 KV0458
 KV0458.The horizontal coordinates were scaled from a topographic map and have
 KV0458.an estimated accuracy of +/- 6 seconds.
 KV0458
 KV0458.The orthometric height was determined by differential leveling
 KV0458.and adjusted by the National Geodetic Survey in June 1991..
 KV0458
 KV0458.The geoid height was determined by GEOID03.
 KV0458
 KV0458.The dynamic height is computed by dividing the NAVD 88
 KV0458.geopotential number by the normal gravity value computed on the
 KV0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0458.degrees latitude (g = 980.6199 gals.).
 KV0458
 KV0458.The modeled gravity was interpolated from observed gravity values.
 KV0458
 KV0458;                    North         East    Units  Estimated Accuracy
 KV0458;SPC NJ       -   214,540.      186,330.      MT  (+/- 180 meters Scaled)
 KV0458
 KV0458                          SUPERSEDED SURVEY CONTROL
 KV0458
 KV0458  NGVD 29 (??/??/??)    2.860  (m)            9.38   (f) ADJUSTED    2 0
 KV0458
 KV0458.Superseded values are not recommended for survey control.
 KV0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0458.See file dsdata.txt to determine how the superseded data were derived.
 KV0458
 KV0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL785130(NAD 83)
 KV0458_MARKER: DB = BENCH MARK DISK
 KV0458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0458_SP_SET: ABUTMENT
 KV0458_STAMPING: J 62 1962
 KV0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0458+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 KV0458
 KV0458  HISTORY     - Date     Condition        Report By
 KV0458  HISTORY     - 1962     MONUMENTED       CGS
 KV0458  HISTORY     - 1989     GOOD             USPSQD
 KV0458  HISTORY     - 19980929 GOOD             PORANY
 KV0458  HISTORY     - 20011121 GOOD             LOCENG
 KV0458  HISTORY     - 20021122 GOOD             INDIV
 KV0458  HISTORY     - 20050806 GOOD             GARDEL
 KV0458
 KV0458                          STATION DESCRIPTION
 KV0458
 KV0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KV0458'1.6 MI SW FROM SECAUCUS.
 KV0458'1.55 MILE SOUTHWEST ON COUNTY AVENUE FROM THE LINCOLN SCHOOL AT
 KV0458'SECAUCUS THENCE 204 FEET SOUTHEAST ON COUNTY ROAD.  49 FEET EAST
 KV0458'OF THE CENTER LINE OF COUNTY ROAD AND 3.5 FEET ABOVE THE LEVEL OF
 KV0458'THE ROAD.  SET VERTICALLY IN THE SOUTHEAST CONCRETE ABUTMENT AT THE
 KV0458'SOUTH END OF THE NEW JERSEY TURNPIKE OVERPASS OVER COUNTY ROAD.
 KV0458
 KV0458                          STATION RECOVERY (1989)
 KV0458
 KV0458'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV0458'RECOVERED IN GOOD CONDITION.
 KV0458
 KV0458                          STATION RECOVERY (1998)
 KV0458
 KV0458'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 1998 (SSZ)
 KV0458'RECOVERED IN GOOD CONDITION.
 KV0458
 KV0458                          STATION RECOVERY (2001)
 KV0458
 KV0458'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (LB)
 KV0458'RECOVERED IN GOOD CONDITION.
 KV0458
 KV0458                          STATION RECOVERY (2002)
 KV0458
 KV0458'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RFH)
 KV0458'RECOVERED AS DESCRIBED BY MACDEL ENGINEERING, P.C.
 KV0458
 KV0458                          STATION RECOVERY (2005)
 KV0458
 KV0458'RECOVERY NOTE BY GARDELL ASSOCIATES INC. 2005 (SMG)
 KV0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0705 ***********************************************************************
 JU0705  DESIGNATION -  J 63
 JU0705  PID         -  JU0705
 JU0705  STATE/COUNTY-  NJ/CAMDEN
 JU0705  USGS QUAD   -  CAMDEN (1995)
 JU0705
 JU0705                         *CURRENT SURVEY CONTROL
 JU0705  ___________________________________________________________________
 JU0705* NAD 83(1986)-  39 53 25.     (N)    075 04 01.     (W)     SCALED    
 JU0705* NAVD 88     -        20.265  (meters)      66.49   (feet)  ADJUSTED  
 JU0705  ___________________________________________________________________
 JU0705  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JU0705  DYNAMIC HT  -          20.256 (meters)      66.46  (feet)  COMP
 JU0705  MODELED GRAV-     980,187.7   (mgal)                       NAVD 88
 JU0705
 JU0705  VERT ORDER  -  FIRST     CLASS I
 JU0705
 JU0705.The horizontal coordinates were scaled from a topographic map and have
 JU0705.an estimated accuracy of +/- 6 seconds.
 JU0705
 JU0705.The orthometric height was determined by differential leveling
 JU0705.and adjusted by the National Geodetic Survey in June 1991..
 JU0705
 JU0705.The geoid height was determined by GEOID03.
 JU0705
 JU0705.The dynamic height is computed by dividing the NAVD 88
 JU0705.geopotential number by the normal gravity value computed on the
 JU0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0705.degrees latitude (g = 980.6199 gals.).
 JU0705
 JU0705.The modeled gravity was interpolated from observed gravity values.
 JU0705
 JU0705;                    North         East    Units  Estimated Accuracy
 JU0705;SPC NJ       -   117,490.      101,510.      MT  (+/- 180 meters Scaled)
 JU0705
 JU0705                          SUPERSEDED SURVEY CONTROL
 JU0705
 JU0705  NGVD 29 (??/??/??)   20.611  (m)           67.62   (f) ADJUSTED    1 1
 JU0705
 JU0705.Superseded values are not recommended for survey control.
 JU0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0705.See file dsdata.txt to determine how the superseded data were derived.
 JU0705
 JU0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK942155(NAD 83)
 JU0705_MARKER: DB = BENCH MARK DISK
 JU0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0705_STAMPING: J 63 1963
 JU0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0705+STABILITY: SURFACE MOTION
 JU0705
 JU0705  HISTORY     - Date     Condition        Report By
 JU0705  HISTORY     - 1963     MONUMENTED       CGS
 JU0705  HISTORY     - 1964     GOOD             CGS
 JU0705  HISTORY     - 1968     GOOD             NJDCED
 JU0705  HISTORY     - 19941010 POOR             USPSQD
 JU0705  HISTORY     - 19980111 MARK NOT FOUND   USPSQD
 JU0705
 JU0705                          STATION DESCRIPTION
 JU0705
 JU0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0705'0.7 MI NW FROM HADDON HEIGHTS.
 JU0705'0.7 MILE NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0705'FROM THE STATION AT HADDON HEIGHTS, ABOUT 0.45 MILE SOUTHEAST ALONG
 JU0705'THE PENNSYLVANIA-READING SEASHORE LINES FROM THE STATION AT AUDUBON,
 JU0705'AT THE CROSSING OF PINE STREET, 26 FEET NORTHEAST OF NORTHEAST RAIL,
 JU0705'22 FEET SOUTHEAST OF SOUTHEAST CURB OF PINE STREET, 8.6 FEET
 JU0705'SOUTHWEST OF SOUTHWEST CURB OF ATLANTIC STREET, 3 FEET SOUTHEAST OF A
 JU0705'TELEPHONE POLE, 1.5 FEET NORTHWEST OF A STEEL WITNESS POST, 3 FEET
 JU0705'ABOVE LEVEL OF TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU0705'2 INCHES.
 JU0705
 JU0705                          STATION RECOVERY (1968)
 JU0705
 JU0705'RECOVERY NOTE BY NJ CONS AND ECON DEV 1968
 JU0705'RECOVERED IN GOOD CONDITION.
 JU0705
 JU0705                          STATION RECOVERY (1994)
 JU0705
 JU0705'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0705'MARK RECOVERED IN POOR CONDITION.
 JU0705
 JU0705                          STATION RECOVERY (1998)
 JU0705
 JU0705'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0537 ***********************************************************************
 JU0537  DESIGNATION -  J 64
 JU0537  PID         -  JU0537
 JU0537  STATE/COUNTY-  NJ/ATLANTIC
 JU0537  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0537
 JU0537                         *CURRENT SURVEY CONTROL
 JU0537  ___________________________________________________________________
 JU0537* NAD 83(1986)-  39 25 37.     (N)    074 30 22.     (W)     SCALED    
 JU0537* NAVD 88     -         8.734  (meters)      28.65   (feet)  ADJUSTED  
 JU0537  ___________________________________________________________________
 JU0537  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JU0537  DYNAMIC HT  -           8.729 (meters)      28.64  (feet)  COMP
 JU0537  MODELED GRAV-     980,120.3   (mgal)                       NAVD 88
 JU0537
 JU0537  VERT ORDER  -  FIRST     CLASS I
 JU0537
 JU0537.The horizontal coordinates were scaled from a topographic map and have
 JU0537.an estimated accuracy of +/- 6 seconds.
 JU0537
 JU0537.The orthometric height was determined by differential leveling
 JU0537.and adjusted by the National Geodetic Survey in June 1991..
 JU0537
 JU0537.The geoid height was determined by GEOID03.
 JU0537
 JU0537.The dynamic height is computed by dividing the NAVD 88
 JU0537.geopotential number by the normal gravity value computed on the
 JU0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0537.degrees latitude (g = 980.6199 gals.).
 JU0537
 JU0537.The modeled gravity was interpolated from observed gravity values.
 JU0537
 JU0537;                    North         East    Units  Estimated Accuracy
 JU0537;SPC NJ       -    65,900.      149,470.      MT  (+/- 180 meters Scaled)
 JU0537
 JU0537                          SUPERSEDED SURVEY CONTROL
 JU0537
 JU0537  NGVD 29 (04/16/92)    9.124  (m)           29.93   (f) ADJUSTED    1 1
 JU0537
 JU0537.Superseded values are not recommended for survey control.
 JU0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0537.See file dsdata.txt to determine how the superseded data were derived.
 JU0537
 JU0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ425642(NAD 83)
 JU0537_MARKER: DB = BENCH MARK DISK
 JU0537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0537_SP_SET: OVERPASS
 JU0537_STAMPING: J 64 1963
 JU0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0537
 JU0537  HISTORY     - Date     Condition        Report By
 JU0537  HISTORY     - 1963     MONUMENTED       CGS
 JU0537  HISTORY     - 1964     GOOD             CGS
 JU0537
 JU0537                          STATION DESCRIPTION
 JU0537
 JU0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0537'0.4 MI NW FROM ABSECON.
 JU0537'0.45 MILE NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0537'FROM THE STATION AT ABSECON, AT THE RAILROAD OVERPASS OVER STATE
 JU0537'HIGHWAY 9, SET ON TOP OF THE SOUTHWEST END OF THE NORTHWEST
 JU0537'CONCRETE ABUTMENT OF THE OVERPASS, 11 FEET SOUTHWEST OF SOUTHWEST
 JU0537'RAIL, AND ABOUT 1/2 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0355 ***********************************************************************
 JU0355  DESIGNATION -  J 65
 JU0355  PID         -  JU0355
 JU0355  STATE/COUNTY-  NJ/ATLANTIC
 JU0355  USGS QUAD   -  OCEAN CITY (1994)
 JU0355
 JU0355                         *CURRENT SURVEY CONTROL
 JU0355  ___________________________________________________________________
 JU0355* NAD 83(1986)-  39 20 58.     (N)    074 34 40.     (W)     SCALED    
 JU0355* NAVD 88     -         4.277  (meters)      14.03   (feet)  ADJUSTED  
 JU0355  ___________________________________________________________________
 JU0355  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JU0355  DYNAMIC HT  -           4.274 (meters)      14.02  (feet)  COMP
 JU0355  MODELED GRAV-     980,110.2   (mgal)                       NAVD 88
 JU0355
 JU0355  VERT ORDER  -  FIRST     CLASS I
 JU0355
 JU0355.The horizontal coordinates were scaled from a topographic map and have
 JU0355.an estimated accuracy of +/- 6 seconds.
 JU0355
 JU0355.The orthometric height was determined by differential leveling
 JU0355.and adjusted by the National Geodetic Survey in June 1991..
 JU0355
 JU0355.The geoid height was determined by GEOID03.
 JU0355
 JU0355.The dynamic height is computed by dividing the NAVD 88
 JU0355.geopotential number by the normal gravity value computed on the
 JU0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0355.degrees latitude (g = 980.6199 gals.).
 JU0355
 JU0355.The modeled gravity was interpolated from observed gravity values.
 JU0355
 JU0355;                    North         East    Units  Estimated Accuracy
 JU0355;SPC NJ       -    57,290.      143,300.      MT  (+/- 180 meters Scaled)
 JU0355
 JU0355                          SUPERSEDED SURVEY CONTROL
 JU0355
 JU0355  NGVD 29 (04/16/92)    4.672  (m)           15.33   (f) ADJUSTED    1 1
 JU0355
 JU0355.Superseded values are not recommended for survey control.
 JU0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0355.See file dsdata.txt to determine how the superseded data were derived.
 JU0355
 JU0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ363556(NAD 83)
 JU0355_MARKER: DB = BENCH MARK DISK
 JU0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0355_STAMPING: J 65 1964
 JU0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0355+STABILITY: SURFACE MOTION
 JU0355
 JU0355  HISTORY     - Date     Condition        Report By
 JU0355  HISTORY     - 1964     MONUMENTED       CGS
 JU0355  HISTORY     - 1979     GOOD             NGS
 JU0355
 JU0355                          STATION DESCRIPTION
 JU0355
 JU0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0355'3.9 MI SW FROM PLEASANTVILLE.
 JU0355'3.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 9 FROM THE INTERSECTION
 JU0355'OF U.S. HIGHWAYS 322 AND 40 AT PLEASANTVILLE, AT THE INTERSECTION
 JU0355'OF MONROE AVENUE, 54 FEET NORTH OF THE CENTER OF THE INTERSECTION,
 JU0355'45 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 8.8 FEET
 JU0355'NORTHEAST OF THE NORTHEAST CURB OF MONROE AVENUE, 1.7 FEET
 JU0355'NORTHWEST OF A 4-BY-4 INCH CONCRETE POST THAT PROJECTS ABOUT
 JU0355'15 INCHES, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 JU0355'A CONCRETE POST THAT PROJECTS ABOUT 0.1 FOOT.
 JU0355
 JU0355                          STATION RECOVERY (1979)
 JU0355
 JU0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0103 ***********************************************************************
 JU0103  DESIGNATION -  J 66
 JU0103  PID         -  JU0103
 JU0103  STATE/COUNTY-  NJ/OCEAN
 JU0103  USGS QUAD   -  TUCKERTON (1995)
 JU0103
 JU0103                         *CURRENT SURVEY CONTROL
 JU0103  ___________________________________________________________________
 JU0103* NAD 83(1986)-  39 36 07.     (N)    074 21 37.     (W)     SCALED    
 JU0103* NAVD 88     -        12.842  (meters)      42.13   (feet)  ADJUSTED  
 JU0103  ___________________________________________________________________
 JU0103  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JU0103  DYNAMIC HT  -          12.836 (meters)      42.11  (feet)  COMP
 JU0103  MODELED GRAV-     980,154.9   (mgal)                       NAVD 88
 JU0103
 JU0103  VERT ORDER  -  FIRST     CLASS I
 JU0103
 JU0103.The horizontal coordinates were scaled from a topographic map and have
 JU0103.an estimated accuracy of +/- 6 seconds.
 JU0103
 JU0103.The orthometric height was determined by differential leveling
 JU0103.and adjusted by the National Geodetic Survey in June 1991..
 JU0103
 JU0103.The geoid height was determined by GEOID03.
 JU0103
 JU0103.The dynamic height is computed by dividing the NAVD 88
 JU0103.geopotential number by the normal gravity value computed on the
 JU0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0103.degrees latitude (g = 980.6199 gals.).
 JU0103
 JU0103.The modeled gravity was interpolated from observed gravity values.
 JU0103
 JU0103;                    North         East    Units  Estimated Accuracy
 JU0103;SPC NJ       -    85,330.      162,000.      MT  (+/- 180 meters Scaled)
 JU0103
 JU0103                          SUPERSEDED SURVEY CONTROL
 JU0103
 JU0103  NGVD 29 (04/16/92)   13.230  (m)           43.41   (f) ADJUSTED    1 1
 JU0103
 JU0103.Superseded values are not recommended for survey control.
 JU0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0103.See file dsdata.txt to determine how the superseded data were derived.
 JU0103
 JU0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ549837(NAD 83)
 JU0103_MARKER: DB = BENCH MARK DISK
 JU0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0103_STAMPING: J 66 1964
 JU0103_MARK LOGO: CGS   
 JU0103_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0103+STABILITY: SURFACE MOTION
 JU0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0103+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1998
 JU0103
 JU0103  HISTORY     - Date     Condition        Report By
 JU0103  HISTORY     - 1964     MONUMENTED       CGS
 JU0103  HISTORY     - 1979     GOOD             NGS
 JU0103  HISTORY     - 1985     GOOD             USPSQD
 JU0103  HISTORY     - 19981020 GOOD             NJGS
 JU0103
 JU0103                          STATION DESCRIPTION
 JU0103
 JU0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0103'1.2 MI W FROM TUCKERTON.
 JU0103'ABOUT 1.25 MILES WEST ALONG U.S. HIGHWAY 9 FROM THE POST
 JU0103'OFFICE AT TUCKERTON, 0.2 MILE WEST OF THE WEST TUCKERTON FIRE
 JU0103'HOUSE, 97 FEET SOUTHEAST OF AND ACROSS TWO DRIVEWAYS FROM
 JU0103'THE SOUTHEAST CORNER OF A 1 1/2 STORIED HOUSE, 35 FEET NORTH
 JU0103'OF THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTH-NORTHEAST OF
 JU0103'POWER POLE 11512, 2.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 JU0103'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 JU0103'CONCRETE POST PROJECTING 0.2 FOOT.
 JU0103
 JU0103                          STATION RECOVERY (1979)
 JU0103
 JU0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0103'RECOVERED IN GOOD CONDITION.
 JU0103
 JU0103                          STATION RECOVERY (1985)
 JU0103
 JU0103'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0103'RECOVERED IN GOOD CONDITION.
 JU0103
 JU0103                          STATION RECOVERY (1998)
 JU0103
 JU0103'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 JU0103'RECOVERED AS DESCRIBED WITH CHANGES.  THE WEST TUCKERTON FIRE HOUSE
 JU0103'MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN RELOCATED.  A COMPLETE
 JU0103'NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED IN LITTLE EGG HARBOR
 JU0103'TOWNSHIP ON THE NORTH SIDE OF U.S.  HIGHWAY 9.  TO REACH THE STATION
 JU0103'FROM THE INTERSECTION OF COUNTY ROAD 539 AND U.S.  HIGHWAY 9 IN THE
 JU0103'BOROUGH OF TUCKERTON, GO WEST SOUTHWEST ON U.S.  HIGHWAY 9 FOR 1.1 MI
 JU0103'(1.8 KM) TO THE STATION ON THE RIGHT, SET FLUSH WTIH THE GROUND.  THE
 JU0103'STATION IS ALSO ABOUT 0.15 MI (0.24 KM) WEST FROM THE RELOCATED WEST
 JU0103'TUCKERTON FIRE HOUSE.  THE STATION IS 3.6 M (11.8 FT) NORTH FROM
 JU0103'UTILITY POLE NUMBER P11512, 37.1 M (121.7 FT) WEST FROM A FIRE HYDRANT
 JU0103'ON THE NORTH SIDE OF U.S.  HIGHWAY 9, 29.5 M (96.8 FT) EAST FROM THE
 JU0103'SOUTHEAST CORNER OF HOUSE NUMBER 615, A ONE AND ONE HALF STORY FRAME
 JU0103'DWELLING, 10.6 M (34.8 FT) NORTH FROM THE CENTERLINE OF U.S.  HIGHWAY
 JU0103'9 AND 0.3 M (1.0 FT) EAST FROM A METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0089 ***********************************************************************
 JU0089  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0089  DESIGNATION -  J 67
 JU0089  PID         -  JU0089
 JU0089  STATE/COUNTY-  NJ/OCEAN
 JU0089  USGS QUAD   -  WEST CREEK (1972)
 JU0089
 JU0089                         *CURRENT SURVEY CONTROL
 JU0089  ___________________________________________________________________
 JU0089* NAD 83(1986)-  39 38 02.     (N)    074 18 37.     (W)     SCALED    
 JU0089* NAVD 88     -         8.105  (meters)      26.59   (feet)  ADJUSTED  
 JU0089  ___________________________________________________________________
 JU0089  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JU0089  DYNAMIC HT  -           8.101 (meters)      26.58  (feet)  COMP
 JU0089  MODELED GRAV-     980,156.9   (mgal)                       NAVD 88
 JU0089
 JU0089  VERT ORDER  -  FIRST     CLASS I
 JU0089
 JU0089.The horizontal coordinates were scaled from a topographic map and have
 JU0089.an estimated accuracy of +/- 6 seconds.
 JU0089
 JU0089.The orthometric height was determined by differential leveling
 JU0089.and adjusted by the National Geodetic Survey in June 1991..
 JU0089
 JU0089.This Tidal Bench Mark is designated as VM 2609
 JU0089.by the Center for Operational Oceanographic Products and Services.
 JU0089
 JU0089.The geoid height was determined by GEOID03.
 JU0089
 JU0089.The dynamic height is computed by dividing the NAVD 88
 JU0089.geopotential number by the normal gravity value computed on the
 JU0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0089.degrees latitude (g = 980.6199 gals.).
 JU0089
 JU0089.The modeled gravity was interpolated from observed gravity values.
 JU0089
 JU0089;                    North         East    Units  Estimated Accuracy
 JU0089;SPC NJ       -    88,890.      166,290.      MT  (+/- 180 meters Scaled)
 JU0089
 JU0089                          SUPERSEDED SURVEY CONTROL
 JU0089
 JU0089  NGVD 29 (04/16/92)    8.491  (m)           27.86   (f) ADJUSTED    1 1
 JU0089
 JU0089.Superseded values are not recommended for survey control.
 JU0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0089.See file dsdata.txt to determine how the superseded data were derived.
 JU0089
 JU0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ591873(NAD 83)
 JU0089_MARKER: DB = BENCH MARK DISK
 JU0089_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0089_SP_SET: 96 FEET
 JU0089_STAMPING: J 67 1964
 JU0089_MARK LOGO: CGS   
 JU0089_PROJECTION: FLUSH
 JU0089_MAGNETIC: I = MARKER IS A STEEL ROD
 JU0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0089+SATELLITE: SATELLITE OBSERVATIONS - January 31, 1995
 JU0089_ROD/PIPE-DEPTH: 29.2 meters
 JU0089
 JU0089  HISTORY     - Date     Condition        Report By
 JU0089  HISTORY     - 1964     MONUMENTED       CGS
 JU0089  HISTORY     - 1979     GOOD             NGS
 JU0089  HISTORY     - 1985     GOOD             USPSQD
 JU0089  HISTORY     - 19940721 GOOD             USPSQD
 JU0089  HISTORY     - 19950131 GOOD             NJGS
 JU0089
 JU0089                          STATION DESCRIPTION
 JU0089
 JU0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0089'AT WEST CREEK.
 JU0089'AT WEST CREEK, ABOUT 0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 8
 JU0089'FROM THE POST OFFICE, THENCE ABOUT 0.05 MILE NORTHWEST ALONG
 JU0089'THOMAS AVENUE, NEAR THE EAST CORNER OF A CEMETERY, 28 FEET
 JU0089'SOUTHWEST OF THE CENTER LINE OF THOMAS AVENUE, 6.8 FEET NORTHWEST
 JU0089'OF THE CORNER POST AT THE EAST CORNER OF THE CEMETERY, 8.4 FEET
 JU0089'NORTHEAST OF THE NORTHEAST FACE OF CAPTAIN O.C. CRANMERS TOMBSTONE,
 JU0089'1.0 FEET NORTHEAST OF THE BRICK WALL ALONG THE NORTHEAST SIDE OF
 JU0089'THE CEMETERY, ABOUT 2 FEET ABOVE THE LEVEL OF THOMAS AVENUE AND
 JU0089'IS A DISK ON TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE
 JU0089'GROUND AND PROTECTED BY A 8-INCH TILE FLUSH WITH THE GROUND.  THE
 JU0089'ROD WAS DRIVEN TO A DEPTH OF 96 FEET.
 JU0089
 JU0089                          STATION RECOVERY (1979)
 JU0089
 JU0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0089'RECOVERED IN GOOD CONDITION.
 JU0089
 JU0089                          STATION RECOVERY (1985)
 JU0089
 JU0089'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0089'RECOVERED IN GOOD CONDITION.
 JU0089
 JU0089                          STATION RECOVERY (1994)
 JU0089
 JU0089'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0089'RECOVERED IN GOOD CONDITION.
 JU0089
 JU0089                          STATION RECOVERY (1995)
 JU0089
 JU0089'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0089'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0049 ***********************************************************************
 JU0049  DESIGNATION -  J 68
 JU0049  PID         -  JU0049
 JU0049  STATE/COUNTY-  NJ/OCEAN
 JU0049  USGS QUAD   -  TOMS RIVER (1989)
 JU0049
 JU0049                         *CURRENT SURVEY CONTROL
 JU0049  ___________________________________________________________________
 JU0049* NAD 83(1986)-  39 53 11.     (N)    074 09 48.     (W)     SCALED    
 JU0049* NAVD 88     -         8.429  (meters)      27.65   (feet)  ADJUSTED  
 JU0049  ___________________________________________________________________
 JU0049  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU0049  DYNAMIC HT  -           8.425 (meters)      27.64  (feet)  COMP
 JU0049  MODELED GRAV-     980,162.7   (mgal)                       NAVD 88
 JU0049
 JU0049  VERT ORDER  -  FIRST     CLASS I
 JU0049
 JU0049.The horizontal coordinates were scaled from a topographic map and have
 JU0049.an estimated accuracy of +/- 6 seconds.
 JU0049
 JU0049.The orthometric height was determined by differential leveling
 JU0049.and adjusted by the National Geodetic Survey in June 1991..
 JU0049
 JU0049.The geoid height was determined by GEOID03.
 JU0049
 JU0049.The dynamic height is computed by dividing the NAVD 88
 JU0049.geopotential number by the normal gravity value computed on the
 JU0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0049.degrees latitude (g = 980.6199 gals.).
 JU0049
 JU0049.The modeled gravity was interpolated from observed gravity values.
 JU0049
 JU0049;                    North         East    Units  Estimated Accuracy
 JU0049;SPC NJ       -   116,960.      178,790.      MT  (+/- 180 meters Scaled)
 JU0049
 JU0049                          SUPERSEDED SURVEY CONTROL
 JU0049
 JU0049  NGVD 29 (04/16/92)    8.797  (m)           28.86   (f) ADJUSTED    1 1
 JU0049
 JU0049.Superseded values are not recommended for survey control.
 JU0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0049.See file dsdata.txt to determine how the superseded data were derived.
 JU0049
 JU0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK715154(NAD 83)
 JU0049_MARKER: DB = BENCH MARK DISK
 JU0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0049_STAMPING: J 68 1964
 JU0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0049+STABILITY: SURFACE MOTION
 JU0049
 JU0049  HISTORY     - Date     Condition        Report By
 JU0049  HISTORY     - 1964     MONUMENTED       CGS
 JU0049  HISTORY     - 1979     GOOD             NGS
 JU0049  HISTORY     - 1987     GOOD             USPSQD
 JU0049  HISTORY     - 19940709 GOOD             USPSQD
 JU0049
 JU0049                          STATION DESCRIPTION
 JU0049
 JU0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0049'1 MI SW FROM BAYVILLE.
 JU0049'ABOUT 1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 9 FROM THE POST
 JU0049'OFFICE AT BAYVILLE, 145.0 FEET NORTHWEST OF THE CENTER LINE OF
 JU0049'HIGHWAY, 27.0 FEET NORTHEAST OF THE CENTER LINE OF A BLACK TOP
 JU0049'ROAD LEADING NORTHWEST, 17.0 FEET NORTH-NORTHWEST OF A CONCRETE
 JU0049'POST WITH SIGN READING UNDERGROUND CABLE, 13 FEET SOUTHWEST OF A
 JU0049'ROW OF CEDARS TREES, 2 1/2 FEET SOUTHEAST OF POWER POLE 1096B,
 JU0049'1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JU0049'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 JU0049
 JU0049                          STATION RECOVERY (1979)
 JU0049
 JU0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0049'RECOVERED IN GOOD CONDITION.
 JU0049
 JU0049                          STATION RECOVERY (1987)
 JU0049
 JU0049'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0049'RECOVERED IN GOOD CONDITION.
 JU0049
 JU0049                          STATION RECOVERY (1994)
 JU0049
 JU0049'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0848 ***********************************************************************
 KU0848  DESIGNATION -  J 70
 KU0848  PID         -  KU0848
 KU0848  STATE/COUNTY-  NJ/MONMOUTH
 KU0848  USGS QUAD   -  SANDY HOOK (1981)
 KU0848
 KU0848                         *CURRENT SURVEY CONTROL
 KU0848  ___________________________________________________________________
 KU0848* NAD 83(1986)-  40 24 06.     (N)    073 59 34.     (W)     SCALED    
 KU0848* NAVD 88     -        26.345  (meters)      86.43   (feet)  ADJUSTED  
 KU0848  ___________________________________________________________________
 KU0848  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KU0848  DYNAMIC HT  -          26.333 (meters)      86.39  (feet)  COMP
 KU0848  MODELED GRAV-     980,190.0   (mgal)                       NAVD 88
 KU0848
 KU0848  VERT ORDER  -  FIRST     CLASS II
 KU0848
 KU0848.The horizontal coordinates were scaled from a topographic map and have
 KU0848.an estimated accuracy of +/- 6 seconds.
 KU0848
 KU0848.The orthometric height was determined by differential leveling
 KU0848.and adjusted by the National Geodetic Survey in June 1991..
 KU0848
 KU0848.The geoid height was determined by GEOID03.
 KU0848
 KU0848.The dynamic height is computed by dividing the NAVD 88
 KU0848.geopotential number by the normal gravity value computed on the
 KU0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0848.degrees latitude (g = 980.6199 gals.).
 KU0848
 KU0848.The modeled gravity was interpolated from observed gravity values.
 KU0848
 KU0848;                    North         East    Units  Estimated Accuracy
 KU0848;SPC NJ       -   174,230.      193,060.      MT  (+/- 180 meters Scaled)
 KU0848
 KU0848                          SUPERSEDED SURVEY CONTROL
 KU0848
 KU0848  NGVD 29 (01/10/92)   26.664  (m)           87.48   (f) ADJUSTED    1 2
 KU0848
 KU0848.Superseded values are not recommended for survey control.
 KU0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0848.See file dsdata.txt to determine how the superseded data were derived.
 KU0848
 KU0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK854728(NAD 83)
 KU0848_MARKER: DB = BENCH MARK DISK
 KU0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0848_STAMPING: J 70 1964
 KU0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0848+STABILITY: SURFACE MOTION
 KU0848
 KU0848  HISTORY     - Date     Condition        Report By
 KU0848  HISTORY     - 1964     MONUMENTED       CGS
 KU0848  HISTORY     - 1979     GOOD             NGS
 KU0848  HISTORY     - 19920728 GOOD             USPSQD
 KU0848
 KU0848                          STATION DESCRIPTION
 KU0848
 KU0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KU0848'0.8 MI W FROM HIGHLANDS.
 KU0848'0.75 MILE WEST ALONG STATE HIGHWAY 36 FROM THE WEST END OF STATE
 KU0848'HIGHWAY BRIDGE OVER SHREWSBURY RIVER, AT THE KAVOOKJIAN FIELD
 KU0848'HIGHLANDS, ABOUT 0.15 MILE EAST OF THE HIGHLANDS PUBLIC SCHOOL,
 KU0848'AT THE NORTHEAST CORNER OF THE FIELD, 51.0 FEET WEST OF THE
 KU0848'WEST CORNER OF KAVOOKJIAN FIELD MONUMENT, 48.0 FEET SOUTH OF
 KU0848'POWER LINE POLE NUMBER JC 211 MXT WITH 3 TRANSFORMERS, 59.0
 KU0848'FEET SOUTH OF THE CENTER LINE OF THE EAST BOUND TRAFFIC LANE
 KU0848'OF STATE HIGHWAY 36, 35.0 FEET NORTHWEST OF THE NORTHWEST CORNER
 KU0848'OF A CINDER BLOCK BUILDING, 25.0 FEET SOUTH OF A STEEL WOVEN
 KU0848'FENCE, 1.5 FEET EAST OF A POWER LINE POLE AND SET IN THE TOP
 KU0848'OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE
 KU0848'SURFACE OF THE GROUND.
 KU0848
 KU0848                          STATION RECOVERY (1979)
 KU0848
 KU0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KU0848'RECOVERED IN GOOD CONDITION.
 KU0848
 KU0848                          STATION RECOVERY (1992)
 KU0848
 KU0848'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0037 ***********************************************************************
 KV0037  DESIGNATION -  J 71
 KV0037  PID         -  KV0037
 KV0037  STATE/COUNTY-  NJ/UNION
 KV0037  USGS QUAD   -  PERTH AMBOY (1981)
 KV0037
 KV0037                         *CURRENT SURVEY CONTROL
 KV0037  ___________________________________________________________________
 KV0037* NAD 83(1986)-  40 36 06.     (N)    074 16 43.     (W)     SCALED    
 KV0037* NAVD 88     -         5.158  (meters)      16.92   (feet)  ADJUSTED  
 KV0037  ___________________________________________________________________
 KV0037  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KV0037  DYNAMIC HT  -           5.156 (meters)      16.92  (feet)  COMP
 KV0037  MODELED GRAV-     980,212.6   (mgal)                       NAVD 88
 KV0037
 KV0037  VERT ORDER  -  FIRST     CLASS I
 KV0037
 KV0037.The horizontal coordinates were scaled from a topographic map and have
 KV0037.an estimated accuracy of +/- 6 seconds.
 KV0037
 KV0037.The orthometric height was determined by differential leveling
 KV0037.and adjusted by the National Geodetic Survey in June 1991..
 KV0037
 KV0037.The geoid height was determined by GEOID03.
 KV0037
 KV0037.The dynamic height is computed by dividing the NAVD 88
 KV0037.geopotential number by the normal gravity value computed on the
 KV0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0037.degrees latitude (g = 980.6199 gals.).
 KV0037
 KV0037.The modeled gravity was interpolated from observed gravity values.
 KV0037
 KV0037;                    North         East    Units  Estimated Accuracy
 KV0037;SPC NJ       -   196,340.      168,740.      MT  (+/- 180 meters Scaled)
 KV0037
 KV0037                          SUPERSEDED SURVEY CONTROL
 KV0037
 KV0037  NGVD 29 (04/16/92)    5.476  (m)           17.97   (f) ADJUSTED    1 1
 KV0037
 KV0037.Superseded values are not recommended for survey control.
 KV0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0037.See file dsdata.txt to determine how the superseded data were derived.
 KV0037
 KV0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK610947(NAD 83)
 KV0037_MARKER: DB = BENCH MARK DISK
 KV0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0037_SP_SET: BUILDING
 KV0037_STAMPING: J 71 1965
 KV0037_MARK LOGO: CGS   
 KV0037_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0037+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2004
 KV0037
 KV0037  HISTORY     - Date     Condition        Report By
 KV0037  HISTORY     - 1965     MONUMENTED       CGS
 KV0037  HISTORY     - 1989     GOOD             USPSQD
 KV0037  HISTORY     - 20040407 GOOD             GEOCAC
 KV0037  HISTORY     - 20040706 GOOD             NJGS
 KV0037
 KV0037                          STATION DESCRIPTION
 KV0037
 KV0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0037'AT RAHWAY.
 KV0037'AT RAHWAY, AT THE INTERSECTION OF NEW BRUNSWICK AVENUE AND EAST
 KV0037'HAZELWOOD AVENUE, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 KV0037'NORTH CORNER OF THE COLUMBIAN PUBLIC SCHOOL (A RED BRICK
 KV0037'BUILDING), 72 FEET SOUTHEAST OF THE SOUTHEAST CURB LINE OF NEW
 KV0037'BRUNSWICK AVENUE, 2.1 FEET SOUTHWEST OF THE NORTH CORNER OF THE
 KV0037'BUILDING, 1 FOOT ABOVE THE LEVEL OF THE GROUND AND ABOUT 2 FEET
 KV0037'ABOVE THE LEVEL OF NEW BRUNSWICK AVENUE.
 KV0037
 KV0037                          STATION RECOVERY (1989)
 KV0037
 KV0037'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0037'RECOVERED IN GOOD CONDITION.
 KV0037
 KV0037                          STATION RECOVERY (2004)
 KV0037
 KV0037'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 KV0037'THE BUILDING IS NOW KNOWN AS THE RAHWAY DAY CARE CENTER.  HANDHELD
 KV0037'COORDINATES ARE N40-36.113 W074-16.673.
 KV0037
 KV0037                          STATION RECOVERY (2004)
 KV0037
 KV0037'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2004 (RJK)
 KV0037'THE STATION WAS RECOVERED IN GOOD CONDITION.  NOTE CHANGES--IS LOCATED
 KV0037'IN THE CITY OF RAHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0646 ***********************************************************************
 KV0646  DESIGNATION -  J 72
 KV0646  PID         -  KV0646
 KV0646  STATE/COUNTY-  NJ/MORRIS
 KV0646  USGS QUAD   -  MORRISTOWN (1981)
 KV0646
 KV0646                         *CURRENT SURVEY CONTROL
 KV0646  ___________________________________________________________________
 KV0646* NAD 83(1986)-  40 47 57.     (N)    074 25 34.     (W)     SCALED    
 KV0646* NAVD 88     -        55.520  (meters)     182.15   (feet)  ADJUSTED  
 KV0646  ___________________________________________________________________
 KV0646  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV0646  DYNAMIC HT  -          55.496 (meters)     182.07  (feet)  COMP
 KV0646  MODELED GRAV-     980,191.5   (mgal)                       NAVD 88
 KV0646
 KV0646  VERT ORDER  -  SECOND    CLASS II
 KV0646
 KV0646.This mark is at Morristown Airport (MMU)
 KV0646
 KV0646.The horizontal coordinates were scaled from a topographic map and have
 KV0646.an estimated accuracy of +/- 6 seconds.
 KV0646
 KV0646.The orthometric height was determined by differential leveling
 KV0646.and adjusted by the National Geodetic Survey in June 1991..
 KV0646
 KV0646.The geoid height was determined by GEOID03.
 KV0646
 KV0646.The dynamic height is computed by dividing the NAVD 88
 KV0646.geopotential number by the normal gravity value computed on the
 KV0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0646.degrees latitude (g = 980.6199 gals.).
 KV0646
 KV0646.The modeled gravity was interpolated from observed gravity values.
 KV0646
 KV0646;                    North         East    Units  Estimated Accuracy
 KV0646;SPC NJ       -   218,250.      156,240.      MT  (+/- 180 meters Scaled)
 KV0646
 KV0646                          SUPERSEDED SURVEY CONTROL
 KV0646
 KV0646  NGVD 29 (??/??/??)   55.802  (m)          183.08   (f) ADJUSTED    2 0
 KV0646
 KV0646.Superseded values are not recommended for survey control.
 KV0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0646.See file dsdata.txt to determine how the superseded data were derived.
 KV0646
 KV0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL484166(NAD 83)
 KV0646_MARKER: DB = BENCH MARK DISK
 KV0646_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV0646+WITH SETTING: PAVEMENT
 KV0646_SP_SET: HANGER FLOOR
 KV0646_STAMPING: J 72 1966
 KV0646_MARK LOGO: CGS   
 KV0646_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0646+STABILITY: SURFACE MOTION
 KV0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0646+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 KV0646
 KV0646  HISTORY     - Date     Condition        Report By
 KV0646  HISTORY     - 1966     MONUMENTED       CGS
 KV0646  HISTORY     - 1972     GOOD             NGS
 KV0646  HISTORY     - 1988     GOOD             USPSQD
 KV0646  HISTORY     - 19891006 GOOD             NJGS
 KV0646  HISTORY     - 19950408 GOOD             USPSQD
 KV0646  HISTORY     - 20021016 GOOD             NJGS
 KV0646
 KV0646                          STATION DESCRIPTION
 KV0646
 KV0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV0646'2 MI W FROM FLORHAM PARK.
 KV0646'THIS MARK IS LOCATED ON THE MORRISTOWN MUNICIPAL AIRPORT.  IT
 KV0646'IS SET IN THE CONCRETE FLOOR OF THE SOUTHWEST SIDE OF THE
 KV0646'CONTINENTAL CAN HANGAR.  IT IS 25.3 FEET SOUTHEAST OF THE
 KV0646'WEST END OF THE HANGAR, 12.2 FEET SOUTHEAST OF THE DOOR HOUSING,
 KV0646'0.7 FEET SOUTHEAST OF THE SOUTHEAST END OF THE 1ST SECTION
 KV0646'OF THE LARGE SLIDING DOORS.  A STANDARD BENCH MARK DISK SET
 KV0646'FLUSH WITH THE FLOOR OF THE HANGAR AND STAMPED J 72 1966.
 KV0646
 KV0646                          STATION RECOVERY (1972)
 KV0646
 KV0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KV0646'RECOVERED IN GOOD CONDITION.
 KV0646
 KV0646                          STATION RECOVERY (1988)
 KV0646
 KV0646'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 KV0646'RECOVERED IN GOOD CONDITION.
 KV0646
 KV0646                          STATION RECOVERY (1989)
 KV0646
 KV0646'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV0646'IN HANOVER TOWNSHIP, LOCATED IN THE MORRISTOWN MUNICIPAL AIRPORT, SET
 KV0646'IN IN CONCRETE AIRCRAFT HANGER FLOOR OF THE SOUTHWEST SIDE OF THE JET
 KV0646'AVIATION COMPANY, 7.71 M (25.30 FT) SOUTHEAST OF THE WEST END OF THE
 KV0646'HANGER, 3.72 M (12.20 FT) SOUTHEAST OF THE DOOR HOUSING, 0.21 M
 KV0646'(0.69 FT) SOUTHEAST OF THE SOUTHEAST END OF THE FIRST SECTION OF
 KV0646'HANGER DOORS. THE DISK IS REPORTEDLY HIDDEN WHEN THE HANGER DOORS ARE
 KV0646'SHUT.
 KV0646
 KV0646                          STATION RECOVERY (1995)
 KV0646
 KV0646'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0646'RECOVERED IN GOOD CONDITION.
 KV0646
 KV0646                          STATION RECOVERY (2002)
 KV0646
 KV0646'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 KV0646'THE STATION IS LOCATED IN THE SOUTH SIDE OF THE FLOOR OF HANGER 5,
 KV0646'FACING THE TIE-DOWN
 KV0646'AREA SOUTH OF THE HANGER.
 KV0646'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0966 ***********************************************************************
 KV0966  DESIGNATION -  J 73
 KV0966  PID         -  KV0966
 KV0966  STATE/COUNTY-  NJ/MIDDLESEX
 KV0966  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0966
 KV0966                         *CURRENT SURVEY CONTROL
 KV0966  ___________________________________________________________________
 KV0966* NAD 83(1986)-  40 24 50.     (N)    074 22 03.     (W)     SCALED    
 KV0966* NAVD 88     -         7.097  (meters)      23.28   (feet)  ADJUSTED  
 KV0966  ___________________________________________________________________
 KV0966  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KV0966  DYNAMIC HT  -           7.094 (meters)      23.27  (feet)  COMP
 KV0966  MODELED GRAV-     980,200.4   (mgal)                       NAVD 88
 KV0966
 KV0966  VERT ORDER  -  FIRST     CLASS II
 KV0966
 KV0966.The horizontal coordinates were scaled from a topographic map and have
 KV0966.an estimated accuracy of +/- 6 seconds.
 KV0966
 KV0966.The orthometric height was determined by differential leveling
 KV0966.and adjusted by the National Geodetic Survey in June 1991..
 KV0966
 KV0966.The geoid height was determined by GEOID03.
 KV0966
 KV0966.The dynamic height is computed by dividing the NAVD 88
 KV0966.geopotential number by the normal gravity value computed on the
 KV0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0966.degrees latitude (g = 980.6199 gals.).
 KV0966
 KV0966.The modeled gravity was interpolated from observed gravity values.
 KV0966
 KV0966;                    North         East    Units  Estimated Accuracy
 KV0966;SPC NJ       -   175,480.      161,250.      MT  (+/- 180 meters Scaled)
 KV0966
 KV0966                          SUPERSEDED SURVEY CONTROL
 KV0966
 KV0966  NGVD 29 (01/10/92)    7.426  (m)           24.36   (f) ADJUSTED    1 2
 KV0966
 KV0966.Superseded values are not recommended for survey control.
 KV0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0966.See file dsdata.txt to determine how the superseded data were derived.
 KV0966
 KV0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK536738(NAD 83)
 KV0966_MARKER: DB = BENCH MARK DISK
 KV0966_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0966_SP_SET: PIER
 KV0966_STAMPING: J 73 1974
 KV0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0966
 KV0966  HISTORY     - Date     Condition        Report By
 KV0966  HISTORY     - 1974     MONUMENTED       NGS
 KV0966
 KV0966                          STATION DESCRIPTION
 KV0966
 KV0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV0966'AT OLD BRIDGE.
 KV0966'AT OLD BRIDGE, ALONG BORDENTOWN AVENUE, SET VERTICALLY IN THE
 KV0966'SOUTHWEST FACE OF THE SECOND CONCRETE PIER IN THE SECOND ROW
 KV0966'FROM THE NORTHEAST END OF STATE HIGHWAY OVERPASS OVER THE AVENUE,
 KV0966'23.8 FEET SOUTHEAST OF THE CENTER LINE OF THE AVENUE, 74 FEET
 KV0966'NORTHWEST OF THE NORTHWEST RAIL OF THE PENN CENTRAL RAILROAD, AND
 KV0966'ABOUT 3 FEET HIGHER THAN THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1129 ***********************************************************************
 KV1129  DESIGNATION -  J 74
 KV1129  PID         -  KV1129
 KV1129  STATE/COUNTY-  NJ/MERCER
 KV1129  USGS QUAD   -  ALLENTOWN (1995)
 KV1129
 KV1129                         *CURRENT SURVEY CONTROL
 KV1129  ___________________________________________________________________
 KV1129* NAD 83(1986)-  40 14 19.     (N)    074 34 57.     (W)     SCALED    
 KV1129* NAVD 88     -        26.046  (meters)      85.45   (feet)  ADJUSTED  
 KV1129  ___________________________________________________________________
 KV1129  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV1129  DYNAMIC HT  -          26.034 (meters)      85.41  (feet)  COMP
 KV1129  MODELED GRAV-     980,197.5   (mgal)                       NAVD 88
 KV1129
 KV1129  VERT ORDER  -  FIRST     CLASS II
 KV1129
 KV1129.The horizontal coordinates were scaled from a topographic map and have
 KV1129.an estimated accuracy of +/- 6 seconds.
 KV1129
 KV1129.The orthometric height was determined by differential leveling
 KV1129.and adjusted by the National Geodetic Survey in June 1991..
 KV1129
 KV1129.The geoid height was determined by GEOID03.
 KV1129
 KV1129.The dynamic height is computed by dividing the NAVD 88
 KV1129.geopotential number by the normal gravity value computed on the
 KV1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1129.degrees latitude (g = 980.6199 gals.).
 KV1129
 KV1129.The modeled gravity was interpolated from observed gravity values.
 KV1129
 KV1129;                    North         East    Units  Estimated Accuracy
 KV1129;SPC NJ       -   156,010.      142,980.      MT  (+/- 180 meters Scaled)
 KV1129
 KV1129                          SUPERSEDED SURVEY CONTROL
 KV1129
 KV1129  NGVD 29 (01/10/92)   26.376  (m)           86.54   (f) ADJUSTED    1 2
 KV1129
 KV1129.Superseded values are not recommended for survey control.
 KV1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1129.See file dsdata.txt to determine how the superseded data were derived.
 KV1129
 KV1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK355543(NAD 83)
 KV1129_MARKER: DB = BENCH MARK DISK
 KV1129_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV1129_SP_SET: 31.7 FEET
 KV1129_STAMPING: J 74 1974
 KV1129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1129
 KV1129  HISTORY     - Date     Condition        Report By
 KV1129  HISTORY     - 1974     MONUMENTED       NGS
 KV1129  HISTORY     - 19780830 MARK NOT FOUND   LOCENG
 KV1129
 KV1129                          STATION DESCRIPTION
 KV1129
 KV1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1129'2.8 MI NE FROM ROBBINSVILLE.
 KV1129'2.75 MILES NORTHEAST ALONG U.S. HIGHWAY 130 FROM THE INTERSECTION
 KV1129'OF COUNTY ROAD 526 AT ROBBINVILLE, 0.2 MILE SOUTHWEST OF THE
 KV1129'JUNCTION OF WINDSOR-SHARON ROAD, 0.2 MILE NORTHEAST OF THE
 KV1129'CROSSING OF ASSUNPINK CREEK, IN A SMALL GRASSY AREA IN FRONT
 KV1129'OF THE WINDSOR MOTEL, 57 FEET SOUTHEAST OF THE WEST CORNER OF
 KV1129'THE OFFICE BUILDING, 43.0 FEET EAST OF THE EAST CORNER OF A
 KV1129'GARAGE, 35.4 FEET NORTHWEST OF THE CENTER LINE OF THE
 KV1129'SOUTHBOUND LANES OF THE HIGHWAY, 35 FEET NORTHEAST OF THE
 KV1129'CENTER LINE OF MOST SOUTH/ENTRANCE TO THE MOTEL, 27 FEET
 KV1129'SOUTH-SOUTHWEST OF A TREE, ABOUT 1 FOOT HIGHER THAN THE
 KV1129'HIGHWAY, A DISK ON THE TOP OF A COPPER COATED ROD DRIVEN TO
 KV1129'GRADUAL REFUSAL AT A DEPTH OF 31.7 FEET.  THE UPPER PORTION OF
 KV1129'THE ROD IS ENCASED IN A CONCRETE POST 0.1 FOOT UNDERGROUND.
 KV1129
 KV1129                          STATION RECOVERY (1978)
 KV1129
 KV1129'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 KV1129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3531 ***********************************************************************
 KV3531  DESIGNATION -  J 74 RESET 1978
 KV3531  PID         -  KV3531
 KV3531  STATE/COUNTY-  NJ/MERCER
 KV3531  USGS QUAD   -  ALLENTOWN (1995)
 KV3531
 KV3531                         *CURRENT SURVEY CONTROL
 KV3531  ___________________________________________________________________
 KV3531* NAD 83(1986)-  40 14 19.     (N)    074 34 57.     (W)     SCALED    
 KV3531* NAVD 88     -        25.65   (+/-2cm)      84.2    (feet)  VERTCON   
 KV3531  ___________________________________________________________________
 KV3531  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV3531
 KV3531  VERT ORDER  -  THIRD (See Below)
 KV3531
 KV3531.The horizontal coordinates were scaled from a topographic map and have
 KV3531.an estimated accuracy of +/- 6 seconds.
 KV3531
 KV3531.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3531.The vertical order pertains to the NGVD 29 superseded value.
 KV3531
 KV3531.The geoid height was determined by GEOID03.
 KV3531
 KV3531;                    North         East    Units  Estimated Accuracy
 KV3531;SPC NJ       -   156,010.      142,980.      MT  (+/- 180 meters Scaled)
 KV3531
 KV3531                          SUPERSEDED SURVEY CONTROL
 KV3531
 KV3531  NGVD 29 (01/16/01)   25.98   (m)           85.2    (f) RESET       3  
 KV3531
 KV3531.Superseded values are not recommended for survey control.
 KV3531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3531.See file dsdata.txt to determine how the superseded data were derived.
 KV3531
 KV3531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK355543(NAD 83)
 KV3531_MARKER: DB = BENCH MARK DISK
 KV3531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV3531_SP_SET: HEADWALL
 KV3531_STAMPING: J 74 1978
 KV3531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3531
 KV3531  HISTORY     - Date     Condition        Report By
 KV3531  HISTORY     - 1978     MONUMENTED       NGS
 KV3531
 KV3531                          STATION DESCRIPTION
 KV3531
 KV3531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV3531'2.5 MI N FROM ROBBINSVILLE.
 KV3531'LOCATED 2.65 M NE ALONG US HIGHWAY 130 FROM ITS JUNCTION WITH STATE
 KV3531'HIGHWAY 526 IN ROBINSVILLE, ON THE SE SIDE OF HIGHWAY 130, 100
 KV3531'PACES SE OF THE COLONIAL MOTEL, 21 FT SE OF THE CENTER OF THE NE
 KV3531'BOUND LANE OF HIGWAY 130, 8 FT NE OF THE SW END OF THE HEADWALL,
 KV3531'3.5 FT NE OF THE CENTER OF THE HEADWALL AND 1.5 FT SW OF THE NE END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1148 ***********************************************************************
 KV1148  DESIGNATION -  J 75
 KV1148  PID         -  KV1148
 KV1148  STATE/COUNTY-  NJ/BURLINGTON
 KV1148  USGS QUAD   -  COLUMBUS (1981)
 KV1148
 KV1148                         *CURRENT SURVEY CONTROL
 KV1148  ___________________________________________________________________
 KV1148* NAD 83(1986)-  40 07 16.     (N)    074 44 50.     (W)     SCALED    
 KV1148* NAVD 88     -        18.564  (meters)      60.91   (feet)  ADJUSTED  
 KV1148  ___________________________________________________________________
 KV1148  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV1148  DYNAMIC HT  -          18.556 (meters)      60.88  (feet)  COMP
 KV1148  MODELED GRAV-     980,196.5   (mgal)                       NAVD 88
 KV1148
 KV1148  VERT ORDER  -  FIRST     CLASS II
 KV1148
 KV1148.The horizontal coordinates were scaled from a topographic map and have
 KV1148.an estimated accuracy of +/- 6 seconds.
 KV1148
 KV1148.The orthometric height was determined by differential leveling
 KV1148.and adjusted by the National Geodetic Survey in June 1991..
 KV1148
 KV1148.The geoid height was determined by GEOID03.
 KV1148
 KV1148.The dynamic height is computed by dividing the NAVD 88
 KV1148.geopotential number by the normal gravity value computed on the
 KV1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1148.degrees latitude (g = 980.6199 gals.).
 KV1148
 KV1148.The modeled gravity was interpolated from observed gravity values.
 KV1148
 KV1148;                    North         East    Units  Estimated Accuracy
 KV1148;SPC NJ       -   142,990.      128,930.      MT  (+/- 180 meters Scaled)
 KV1148
 KV1148                          SUPERSEDED SURVEY CONTROL
 KV1148
 KV1148  NGVD 29 (01/10/92)   18.886  (m)           61.96   (f) ADJUSTED    1 2
 KV1148
 KV1148.Superseded values are not recommended for survey control.
 KV1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1148.See file dsdata.txt to determine how the superseded data were derived.
 KV1148
 KV1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK215412(NAD 83)
 KV1148_MARKER: DV = VERTICAL CONTROL DISK
 KV1148_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV1148_SP_SET: 48 FEET
 KV1148_STAMPING: J 75 1974
 KV1148_MARK LOGO: NGS   
 KV1148_PROJECTION: FLUSH
 KV1148_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1148+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1990
 KV1148_ROD/PIPE-DEPTH: 14.6 meters
 KV1148
 KV1148  HISTORY     - Date     Condition        Report By
 KV1148  HISTORY     - 1974     MONUMENTED       NGS
 KV1148  HISTORY     - 19900524 GOOD             NJGS
 KV1148
 KV1148                          STATION DESCRIPTION
 KV1148
 KV1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1148'2.8 MI SW FROM BORDENTOWN.
 KV1148'2.80 MILES SOUTHWEST ALONG U.S. HIGHWAY 130 FROM THE SOUTH
 KV1148'INTERSECTION OF U.S. HIGHWAY 206 AT BORDENTOWN, AT THE SOUTHEAST
 KV1148'CORNER OF THE MOST SOUTHWEST UNITS OF THE RIVER FRONT MOTEL, 82
 KV1148'FEET NORTHWEST OF CENTER LINE OF THE SOUTHWEST BOUND LANE OF THE
 KV1148'HIGHWAY, 37 FEET SOUTHWEST OF A LARGE LONE WILLOW TREE, 2.9 FEET
 KV1148'SOUTHWEST OF THE WALKWAY ON THE NORTHEAST SIDE OF THE UNITS, 1.9
 KV1148'FEET SOUTHEAST OF THE EAST CORNER OF THE UNITS AND ON THE TOP OF
 KV1148'A COPPER COATED STEEL ROD WHICH IS DRIVEN TO A DEPTH OF 48 FEET,
 KV1148'THE DISK IS 1 INCH BELOW THE SURFACE OF THE GROUND AND ENCASED
 KV1148'IN A 4-INCH PLASTIC PIPE WHICH IS FLUSH WITH THE GROUND.
 KV1148
 KV1148                          STATION RECOVERY (1990)
 KV1148
 KV1148'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV1148'THE STATION IS LOCATED IN MANSFIELD TOWNSHIP IN BURLINGTON COUNTY ON
 KV1148'THE NORTH SIDE OF ROUTE U.S.  130 ON THE PROPERTY OF THE RIVER FRONT
 KV1148'MOTEL.  TO REACH THE STATION FROM THE INTERSECTION OF ROUTE U.S.  206
 KV1148'AND U.S.  130 IN BORDENTOWN, GO SOUTHWEST ALONG ROUTE U.S.  130 FOR
 KV1148'2.8 MI (4.5 KM) TO THE RIVER FRONT MOTEL AND THE STATION ON THE RIGHT,
 KV1148'AT THE SOUTHEAST CORNER OF THE MOST SOUTHWESTERLY UNIT.  THE STATION
 KV1148'IS 82 FT (25.0 M) NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES
 KV1148'OF THE HIGHWAY, 2.9 FT (0.9 M) SOUTHWEST OF THE WALKWAY ON THE
 KV1148'NORTHEAST SIDE OF THE UNIT AND 1.9 FT (0.6 M) SOUTHEAST OF THE EAST
 KV1148'CORNER OF THE UNIT.  THE STATION IS 1 INCH BELOW THE SURFACE OF THE
 KV1148'GROUND AND ENCASED IN A 4 INCH PLASTIC PIPE SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0687 ***********************************************************************
 JU0687  DESIGNATION -  J 76
 JU0687  PID         -  JU0687
 JU0687  STATE/COUNTY-  NJ/CAMDEN
 JU0687  USGS QUAD   -  CAMDEN (1995)
 JU0687
 JU0687                         *CURRENT SURVEY CONTROL
 JU0687  ___________________________________________________________________
 JU0687* NAD 83(1986)-  39 59 07.     (N)    075 02 53.     (W)     SCALED    
 JU0687* NAVD 88     -         5.731  (meters)      18.80   (feet)  ADJUSTED  
 JU0687  ___________________________________________________________________
 JU0687  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU0687  DYNAMIC HT  -           5.729 (meters)      18.80  (feet)  COMP
 JU0687  MODELED GRAV-     980,187.8   (mgal)                       NAVD 88
 JU0687
 JU0687  VERT ORDER  -  FIRST     CLASS II
 JU0687
 JU0687.The horizontal coordinates were scaled from a topographic map and have
 JU0687.an estimated accuracy of +/- 6 seconds.
 JU0687
 JU0687.The orthometric height was determined by differential leveling
 JU0687.and adjusted by the National Geodetic Survey in March 2005..
 JU0687
 JU0687.The geoid height was determined by GEOID03.
 JU0687
 JU0687.The dynamic height is computed by dividing the NAVD 88
 JU0687.geopotential number by the normal gravity value computed on the
 JU0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0687.degrees latitude (g = 980.6199 gals.).
 JU0687
 JU0687.The modeled gravity was interpolated from observed gravity values.
 JU0687
 JU0687;                    North         East    Units  Estimated Accuracy
 JU0687;SPC NJ       -   128,020.      103,190.      MT  (+/- 180 meters Scaled)
 JU0687
 JU0687                          SUPERSEDED SURVEY CONTROL
 JU0687
 JU0687  NAVD 88 (06/15/91)    5.755  (m)           18.88   (f) UNKNOWN     1 2
 JU0687  NGVD 29 (01/10/92)    6.076  (m)           19.93   (f) ADJUSTED    1 2
 JU0687
 JU0687.Superseded values are not recommended for survey control.
 JU0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0687.See file dsdata.txt to determine how the superseded data were derived.
 JU0687
 JU0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK958261(NAD 83)
 JU0687_MARKER: DV = VERTICAL CONTROL DISK
 JU0687_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JU0687+WITH SETTING: INFORMATION.
 JU0687_STAMPING: J 76 1974
 JU0687_MARK LOGO: NGS   
 JU0687_PROJECTION: FLUSH
 JU0687_MAGNETIC: I = MARKER IS A STEEL ROD
 JU0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0687+STABILITY: SURFACE MOTION
 JU0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0687+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2000
 JU0687_ROD/PIPE-DEPTH: 1.3  meters
 JU0687
 JU0687  HISTORY     - Date     Condition        Report By
 JU0687  HISTORY     - 1974     MONUMENTED       NGS
 JU0687  HISTORY     - 19900615 GOOD             NJGS
 JU0687  HISTORY     - 20000711 GOOD             NJGS
 JU0687
 JU0687                          STATION DESCRIPTION
 JU0687
 JU0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JU0687'0.5 MI NE FROM DELAIR.
 JU0687'0.5 MILE NORTH ALONG RIVER ROAD FROM THE CROSSING OF BETSY ROSS
 JU0687'BRIDGE AT DELAIR, ALSO 1.5 MILES SOUTHWEST OF THE JUNCTION OF
 JU0687'NORTH BROAD STREET AND PUBLIC STREET AT PALMYRA, AT THE CROSSING
 JU0687'OF A PENN CENTRAL SPUR TRACK, 33.8 SOUTHEAST OF CENTER LINE OF
 JU0687'RIVER ROAD, 14.9 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 JU0687'SPUR TRACK, 1.7 FEET NORTH OF THE WEST CORNER OF A CHAIN LINK
 JU0687'FENCE, 1 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT 1/2 FOOT
 JU0687'ABOVE THE LEVEL OF THE ROAD AND ON THE TOP OF A 4-FOOT COPPER
 JU0687'COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE, THE DISK IS
 JU0687'2 INCHES BELOW THE SURFACE OF THE GROUND AND ENCASED IN A 4-INCH
 JU0687'PLASTIC PIPE WHICH IS FLUSH WITH THE GROUND.
 JU0687
 JU0687                          STATION RECOVERY (1990)
 JU0687
 JU0687'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 JU0687'RECOVERED AS DESCRIBED.
 JU0687
 JU0687                          STATION RECOVERY (2000)
 JU0687
 JU0687'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU0687'SINCE THE LAST RECOVERY, THE PROFILE OF RIVER ROAD HAS BEEN RAISED IN
 JU0687'THE AREA OF THE STATION TO ACCOMODATE INCREASED TRUCK TRAFFIC THROUGH
 JU0687'THE INTERSECTION.  THE TRUCK TAFFIC RIDES VERY CLOSE TO THE STATION.
 JU0687'TWO METAL WITNESS POSTS WERE INSTALLED NEXT TO THE STATION IN AN
 JU0687'EFFORT TO PROTECT THE MARK.  A NEW DESCRIPTION FOLLOWS.  THE STATION
 JU0687'IS LOCATED IN PENNSAUKEN TOWNHIP ON THE NORTHEAST CORNER OF THE
 JU0687'INTERSECTION OF JOHN TIPTON BOULEVARD AND RIVER ROAD, COUNTY ROAD 543.
 JU0687'TO REACH THE STATION FROM INTERSECTION OF STATE ROUTE 73 AND RIVER
 JU0687'ROAD, COUNTY ROAD 543 IN THE BOROUGH OF PALMYRA IN BURLINGTON COUNTY,
 JU0687'GO SOUTH ON RIVER ROAD FOR 1.1 MI (1.8 KM) TO THE INTERSECTION WITH
 JU0687'JOHN TIPTON BOULEVARD AND THE STATION ON THE LEFT, SET FLUSH WITH THE
 JU0687'GROUND.  THE STATION IS 1.2 M (3.9 FT) EAST SOUTHEAST FROM AND RADIAL
 JU0687'TO A REMNANT OF THE FORMER CURVED CONCRETE END RADIUS CURB, SEEN
 JU0687'VISIBLE BELOW THE EDGE OF THE RAISED ASPHALT PAVING, 7.35 M (24.11 FT)
 JU0687'WEST SOUTHWEST FROM A FIRE HYDRANT.  2.2 M (7.2 FT) WEST SOUTHWEST
 JU0687'FROM A 2 INCH SQUARE METAL FENCE POST, 3.8 M (12.5 FT) EAST NORTHEAST
 JU0687'FROM AND NORMAL TO THE NORTHEAST RAIL OF A SPUR RAILROAD TRACK, 3.0 M
 JU0687'(9.8 FT) WEST NORTHWEST FROM A 6 FT (1.8 M) FENCE POST FOR A CHAIN
 JU0687'LINK FENCE AT AN ANGLE POINT IN THE FENCE AND 14.0 M (45.9 FT) NORTH
 JU0687'FROM AN INLET WITH MISSING CURB PIECE ON THE NORTHEAST SIDE OF JOHN
 JU0687'TIPTOM BOULEVARD.  THE CONCRETE COLLAR SURROUNDING THE 4 INCH PLASTIC
 JU0687'PIPE IS BROKEN.  THE DISK IN NOW LEVEL WITH THE TOP OF THE PLATIC
 JU0687'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2940 ***********************************************************************
 KV2940  DESIGNATION -  J 77
 KV2940  PID         -  KV2940
 KV2940  STATE/COUNTY-  NJ/HUNTERDON
 KV2940  USGS QUAD   -  BLOOMSBURY (1970)
 KV2940
 KV2940                         *CURRENT SURVEY CONTROL
 KV2940  ___________________________________________________________________
 KV2940* NAD 83(1986)-  40 38 11.     (N)    075 00 56.     (W)     SCALED    
 KV2940* NAVD 88     -       136.383  (meters)     447.45   (feet)  ADJUSTED  
 KV2940  ___________________________________________________________________
 KV2940  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KV2940  DYNAMIC HT  -         136.318 (meters)     447.24  (feet)  COMP
 KV2940  MODELED GRAV-     980,150.1   (mgal)                       NAVD 88
 KV2940
 KV2940  VERT ORDER  -  FIRST     CLASS II
 KV2940
 KV2940.The horizontal coordinates were scaled from a topographic map and have
 KV2940.an estimated accuracy of +/- 6 seconds.
 KV2940
 KV2940.The orthometric height was determined by differential leveling
 KV2940.and adjusted by the National Geodetic Survey in June 1991..
 KV2940
 KV2940.The geoid height was determined by GEOID03.
 KV2940
 KV2940.The dynamic height is computed by dividing the NAVD 88
 KV2940.geopotential number by the normal gravity value computed on the
 KV2940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2940.degrees latitude (g = 980.6199 gals.).
 KV2940
 KV2940.The modeled gravity was interpolated from observed gravity values.
 KV2940
 KV2940;                    North         East    Units  Estimated Accuracy
 KV2940;SPC NJ       -   200,300.      106,390.      MT  (+/- 180 meters Scaled)
 KV2940
 KV2940                          SUPERSEDED SURVEY CONTROL
 KV2940
 KV2940  NGVD 29 (01/10/92)  136.607  (m)          448.18   (f) ADJUSTED    1 2
 KV2940
 KV2940.Superseded values are not recommended for survey control.
 KV2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2940.See file dsdata.txt to determine how the superseded data were derived.
 KV2940
 KV2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK986983(NAD 83)
 KV2940_MARKER: DB = BENCH MARK DISK
 KV2940_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2940_SP_SET: ABUTMENT
 KV2940_STAMPING: J 77 1978
 KV2940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2940
 KV2940  HISTORY     - Date     Condition        Report By
 KV2940  HISTORY     - 1978     MONUMENTED       NGS
 KV2940  HISTORY     - 19950909 GOOD             USPSQD
 KV2940
 KV2940                          STATION DESCRIPTION
 KV2940
 KV2940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2940'IN PATTENBURG.
 KV2940'SET IN TOP OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OF BRIDGE
 KV2940'NUMBER U 37 AT PATTENBURG, 62 FEET SOUTHWEST OF THE CENTER OF THE
 KV2940'OVERPASS OF THE LEHIGH VALLEY RAILROAD, 15 FEET SOUTHEAST OF THE
 KV2940'CENTER OF COUNTY ROAD 614, AND 1.3 FEET SOUTHEAST OF THE SOUTHEAST
 KV2940'GUARD RAIL.
 KV2940
 KV2940                          STATION RECOVERY (1995)
 KV2940
 KV2940'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2914 ***********************************************************************
 KV2914  DESIGNATION -  J 78
 KV2914  PID         -  KV2914
 KV2914  STATE/COUNTY-  NJ/MIDDLESEX
 KV2914  USGS QUAD   -  PLAINFIELD (1995)
 KV2914
 KV2914                         *CURRENT SURVEY CONTROL
 KV2914  ___________________________________________________________________
 KV2914* NAD 83(1996)-  40 34 18.47206(N)    074 29 32.56703(W)     ADJUSTED  
 KV2914* NAVD 88     -        18.562  (meters)      60.90   (feet)  ADJUSTED  
 KV2914  ___________________________________________________________________
 KV2914  X           -   1,297,166.811 (meters)                     COMP
 KV2914  Y           -  -4,675,017.855 (meters)                     COMP
 KV2914  Z           -   4,126,409.764 (meters)                     COMP
 KV2914  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 KV2914  ELLIP HEIGHT-         -14.50  (meters)          (10/23/02) GPS OBS
 KV2914  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KV2914  DYNAMIC HT  -          18.554 (meters)      60.87  (feet)  COMP
 KV2914  MODELED GRAV-     980,187.9   (mgal)                       NAVD 88
 KV2914
 KV2914  HORZ ORDER  -  FIRST
 KV2914  VERT ORDER  -  FIRST     CLASS II
 KV2914  ELLP ORDER  -  FOURTH    CLASS I
 KV2914
 KV2914.The horizontal coordinates were established by GPS observations
 KV2914.and adjusted by the National Geodetic Survey in May 1999..
 KV2914
 KV2914.The orthometric height was determined by differential leveling
 KV2914.and adjusted by the National Geodetic Survey in June 1991..
 KV2914
 KV2914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV2914
 KV2914.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV2914
 KV2914.The ellipsoidal height was determined by GPS observations
 KV2914.and is referenced to NAD 83.
 KV2914
 KV2914.The geoid height was determined by GEOID03.
 KV2914
 KV2914.The dynamic height is computed by dividing the NAVD 88
 KV2914.geopotential number by the normal gravity value computed on the
 KV2914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2914.degrees latitude (g = 980.6199 gals.).
 KV2914
 KV2914.The modeled gravity was interpolated from observed gravity values.
 KV2914
 KV2914;                    North         East     Units Scale Factor Converg.
 KV2914;SPC NJ       -   193,000.590   150,645.200   MT  0.99990001   +0 00 17.8
 KV2914;SPC NJ       -   633,202.77    494,241.79   sFT  0.99990001   +0 00 17.8
 KV2914;UTM  18      - 4,491,348.121   542,966.821   MT  0.99962272   +0 19 48.6
 KV2914
 KV2914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV2914!SPC NJ       -   1.00000227  x   0.99990001  =   0.99990228
 KV2914!UTM  18      -   1.00000227  x   0.99962272  =   0.99962499
 KV2914
 KV2914                          SUPERSEDED SURVEY CONTROL
 KV2914
 KV2914  ELLIP H (05/14/99)  -14.49   (m)                       GP(       ) 4 1
 KV2914  NAD 83(1996)-  40 34 18.47231(N)    074 29 32.56863(W) AD(       ) 1
 KV2914  NAD 83(1986)-  40 34 18.47268(N)    074 29 32.56913(W) AD(       ) 1
 KV2914  NAD 83(1986)-  40 34 18.47268(N)    074 29 32.56913(W) AD(       ) 2
 KV2914  NAD 83(1986)-  40 34 18.47276(N)    074 29 32.56851(W) AD(       ) 3
 KV2914  NAD 27      -  40 34 18.09948(N)    074 29 34.01403(W) AD(       ) 3
 KV2914  NAVD 88 (01/21/93)   18.56   (m)           60.9    (f) LEVELING    3  
 KV2914  NGVD 29 (01/10/92)   18.842  (m)           61.82   (f) ADJUSTED    1 2
 KV2914
 KV2914.Superseded values are not recommended for survey control.
 KV2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2914.See file dsdata.txt to determine how the superseded data were derived.
 KV2914
 KV2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4296791348(NAD 83)
 KV2914_MARKER: DB = BENCH MARK DISK
 KV2914_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2914_SP_SET: STAINLESS STEEL ROD
 KV2914_STAMPING: J 78 1978
 KV2914_MARK LOGO: NGS   
 KV2914_PROJECTION: FLUSH
 KV2914_MAGNETIC: I = MARKER IS A STEEL ROD
 KV2914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2914+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1990
 KV2914_ROD/PIPE-DEPTH: 2.44 meters
 KV2914
 KV2914  HISTORY     - Date     Condition        Report By
 KV2914  HISTORY     - 1978     MONUMENTED       NGS
 KV2914  HISTORY     - 19870827 GOOD
 KV2914  HISTORY     - 19891219 GOOD             NJGS
 KV2914  HISTORY     - 19901115 GOOD             NJGS
 KV2914  HISTORY     - 20040102 POOR             INDIV
 KV2914
 KV2914                          STATION DESCRIPTION
 KV2914
 KV2914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2914'IN MIDDLESEX.
 KV2914'IN MIDDLESEX, 132 FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF
 KV2914'THE NEW JERSEY CENTRAL RAILROAD AND MOUNTAIN AVENUE, 37.0 FEET
 KV2914'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK OF THE NEW JERSEY
 KV2914'RAILROAD, AND 5.5 FEET NORTHEAST OF A POWER POLE. SET ON A SMALL
 KV2914'RISE BETWEEN THE LEIGH VALLEY RAILROAD AND THE NEW JERSEY RAILROAD.
 KV2914'THE ROD WAS DRIVEN TO REFUSAL.
 KV2914
 KV2914                          STATION RECOVERY (1987)
 KV2914
 KV2914'RECOVERED 1987
 KV2914'RECOVERED IN GOOD CONDITION.
 KV2914
 KV2914                          STATION RECOVERY (1989)
 KV2914
 KV2914'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV2914'THE STATION IS LOCATED IN MIDDLESEX BOROUGH, ON THE SOUTHWEST SIDE OF
 KV2914'MOUNTAIN AVENUE.  TO REACH THE STATION FROM THE MIDDLESEX, SOMERSET
 KV2914'COUNTY LINE AT THE MAIN STREET, LINCOLN BOULEVARD BRIDGE OVER GREEN
 KV2914'BROOK, IN THE SOUTHEAST CORNER OF BOUND BROOK BOROUGH, GO 3.28 KM
 KV2914'(2.04 MI) EAST ON LINCOLN BOULEVARD TO THE JUNCTION WITH MOUNTAIN
 KV2914'AVENUE, TURN RIGHT AND GO 0.08 KM (0.05 MI) ON MOUNTAIN AVENUE TO THE
 KV2914'STATION ON THE RIGHT.  THE STATION IS ON TOP OF A GRASSY KNOLL,
 KV2914'BETWEEN THE TWO CONRAIL RAILROAD LINES,  37.75 M (123.85 FT) WEST
 KV2914'SOUTHWEST OF THE MOUNTAIN AVENUE CENTERLINE, 15.1 M (49.54 FT)
 KV2914'SOUTHEAST OF THE SOUTHEAST RAIL OF THE NORTHWEST SET OF TRACKS, 23.4 M
 KV2914'(76.77 FT) WEST SOUTHWEST OF GUY POLE WUT 27 44, 14.2 M (46.59 FT)
 KV2914'SOUTHEAST OF THE WEST CORNER OF A 10 FOOT CHAIN LINK FENCE OF A CABLE
 KV2914'REEL STORAGE AREA, 11.9 M (39.04 FT) NORTHEAST OF THE SOUTH CORNER OF
 KV2914'THE SAME FENCE, 0.6 M (1.97 FT) NORTH OF A WITNESS POST AND ABOUT 1.2
 KV2914'M (3.94 FT) ABOVE THE TRACKS.
 KV2914
 KV2914                          STATION RECOVERY (1990)
 KV2914
 KV2914'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV2914'RECOVERED IN GOOD CONDITION.
 KV2914
 KV2914                          STATION RECOVERY (2004)
 KV2914
 KV2914'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (SF)
 KV2914'RECOVERED BY LGA ENGINEERING, INC.
 KV2914'RECOVERED IN POOR CONDITION. ROD WAS STRUCK AND IS BENT OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1197 ***********************************************************************
 HU1197  FBN         -  This is a Federal Base Network Control Station.
 HU1197  TIDAL BM    -  This is a Tidal Bench Mark.
 HU1197  DESIGNATION -  J 79
 HU1197  PID         -  HU1197
 HU1197  STATE/COUNTY-  NJ/CAPE MAY
 HU1197  USGS QUAD   -  CAPE MAY (1972)
 HU1197
 HU1197                         *CURRENT SURVEY CONTROL
 HU1197  ___________________________________________________________________
 HU1197* NAD 83(1996)-  38 58 12.57612(N)    074 57 41.59201(W)     ADJUSTED  
 HU1197* NAVD 88     -         2.128  (meters)       6.98   (feet)  ADJUSTED  
 HU1197  ___________________________________________________________________
 HU1197  X           -   1,288,354.402 (meters)                     COMP
 HU1197  Y           -  -4,795,330.702 (meters)                     COMP
 HU1197  Z           -   3,989,721.112 (meters)                     COMP
 HU1197  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 HU1197  ELLIP HEIGHT-         -33.27  (meters)          (09/24/01) GPS OBS
 HU1197  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 HU1197  DYNAMIC HT  -           2.127 (meters)       6.98  (feet)  COMP
 HU1197  MODELED GRAV-     980,051.5   (mgal)                       NAVD 88
 HU1197
 HU1197  HORZ ORDER  -  A
 HU1197  VERT ORDER  -  FIRST     CLASS II
 HU1197  ELLP ORDER  -  FOURTH    CLASS I
 HU1197
 HU1197.The horizontal coordinates were established by GPS observations
 HU1197.and adjusted by the National Geodetic Survey in September 2001..
 HU1197
 HU1197.The orthometric height was determined by differential leveling
 HU1197.and adjusted by the National Geodetic Survey in June 1991..
 HU1197
 HU1197.This Tidal Bench Mark is designated as VM 14005
 HU1197.by the Center for Operational Oceanographic Products and Services.
 HU1197
 HU1197.Photographs are available for this station.
 HU1197
 HU1197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU1197
 HU1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1197
 HU1197.The ellipsoidal height was determined by GPS observations
 HU1197.and is referenced to NAD 83.
 HU1197
 HU1197.The geoid height was determined by GEOID03.
 HU1197
 HU1197.The dynamic height is computed by dividing the NAVD 88
 HU1197.geopotential number by the normal gravity value computed on the
 HU1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1197.degrees latitude (g = 980.6199 gals.).
 HU1197
 HU1197.The modeled gravity was interpolated from observed gravity values.
 HU1197
 HU1197;                    North         East     Units Scale Factor Converg.
 HU1197;SPC NJ       -    15,289.423   110,004.414   MT  0.99991969   -0 17 25.0
 HU1197;SPC NJ       -    50,162.05    360,906.15   sFT  0.99991969   -0 17 25.0
 HU1197;UTM  18      - 4,313,465.921   503,330.562   MT  0.99960014   +0 01 27.0
 HU1197
 HU1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1197!SPC NJ       -   1.00000522  x   0.99991969  =   0.99992491
 HU1197!UTM  18      -   1.00000522  x   0.99960014  =   0.99960536
 HU1197
 HU1197                          SUPERSEDED SURVEY CONTROL
 HU1197
 HU1197  NAVD 88 (09/24/01)    2.13   (m)            7.0    (f) LEVELING    3  
 HU1197  NGVD 29 (01/10/92)    2.533  (m)            8.31   (f) ADJUSTED    1 2
 HU1197
 HU1197.Superseded values are not recommended for survey control.
 HU1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1197.See file dsdata.txt to determine how the superseded data were derived.
 HU1197
 HU1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0333113466(NAD 83)
 HU1197_MARKER: I = METAL ROD
 HU1197_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HU1197_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HU1197_STAMPING: J 79 1979
 HU1197_MARK LOGO: NGS   
 HU1197_PROJECTION: RECESSED 5 CENTIMETERS
 HU1197_MAGNETIC: I = MARKER IS A STEEL ROD
 HU1197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HU1197+STABILITY: POSITION/ELEVATION WELL
 HU1197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1197+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2003
 HU1197_ROD/PIPE-DEPTH: 13.4 meters
 HU1197_SLEEVE-DEPTH  : 3.05 meters
 HU1197
 HU1197  HISTORY     - Date     Condition        Report By
 HU1197  HISTORY     - 1979     MONUMENTED       NGS
 HU1197  HISTORY     - 20000710 GOOD             NGS
 HU1197  HISTORY     - 20001001 GOOD             NGS
 HU1197  HISTORY     - 20030424 GOOD             NJGS
 HU1197
 HU1197                          STATION DESCRIPTION
 HU1197
 HU1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HU1197'IN NORTH CAPE MAY.
 HU1197'AT THE CAPE MAY-LEWES FERRY TERMINAL, 0.15 MILE WEST OF THE OFFICE
 HU1197'BUILDING, 0.05 MILE NORTHWEST OF A LARGE ROUND STORAGE TANK, AT
 HU1197'THE RANGER TOWER MAST, (ABOUT A 70-FOOT TOWER WITH A LIGHT ON TOP)
 HU1197'108 FEET NORTHWEST OF THE CENTER OF THE CONCRETE FOUNDATION FOR THE
 HU1197'TOWER, 37 FEET NORTHWEST OF THE BASE OF THE MOST NORTHWESTERLY OF
 HU1197'THREE GUY WIRES SUPPORTING THE TOWER, 49 FEET EAST OF THE CENTER OF
 HU1197'A PAVED ROAD, 8.7 FEET SOUTHEAST OF THE CORNER POST OF A 4-FOOT CHAIN
 HU1197'LINK FENCE.
 HU1197'THE MARK IS 1 FT  E FROM A WITNESS POST.
 HU1197'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
 HU1197
 HU1197                          STATION RECOVERY (2000)
 HU1197
 HU1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 HU1197'THE STATION IS LOCATED IN CAPE MAY, ON THE WEST SIDE OF THE
 HU1197'PROPERTY OF THE CAPE MAY-LEWES FERRY, ON THE NORTH SIDE OF GATE 1
 HU1197'LOCATED ON BEACH DRIVE.  OWNERSHIP--CAPE MAY-LEWES FERRY.
 HU1197'CONTACT MR JIM WATSON, MAINTENANCE SUPERVISOR, ONE DAY IN
 HU1197'ADVANCE BEFORE OCCUPYING THE STATION.  TO REACH THE STATION FROM
 HU1197'THE JUNCTION OF STATE HIGHWAY 9 (LINCOLN BOULEVARD) AND COUNTY
 HU1197'ROAD 603 (BAY SHORE ROAD) IN CAPE MAY, GO EAST ON HIGHWAY 9 FOR 1.21
 HU1197'KM (0.75 MI) TO THE ENTRANCE ROAD TO THE CAPE MAY-LEWES FERRY.
 HU1197'CONTINUE AHEAD, EAST ON HIGHWAY 9 FOR 0.48 KM (0.30 MI) TO A
 HU1197'T-JUNCTION.  TURN LEFT, SOUTH ON BEACH DRIVE FOR 0.48 KM (0.30 MI) TO
 HU1197'GATE NUMBER 1 OF THE CAPE MAY-LEWES FERRY PROPERTY AND THE
 HU1197'STATION.  THE STATION IS A PUNCH MARK ON THE TOP OF A STAINLESS
 HU1197'STEEL ROD ENCASED IN A 13 CM PVC PIPE WITH NGS LOGO CAP
 HU1197'SURROUNDED BY CONCRETE RECESSED 8 CM BELOW GROUND.  LOCATED
 HU1197'16.0 M (52.5 FT) EAST OF THE CENTER OF BEACH DRIVE, 9.9 M (32.5 FT)
 HU1197'NORTHEAST AND ACROSS DITCH FROM A STOP SIGN, 3.51 M (11.52 FT)
 HU1197'NORTH OF THE NORTH EDGE OF THE ENTRANCE ROAD, 2.62 M (8.60 FT)
 HU1197'NORTH OF THE NORTH GATE POST OF THE GATE AND 0.43 M (1.41 FT) EAST
 HU1197'OF A METAL WITNESS POST.
 HU1197'
 HU1197
 HU1197                          STATION RECOVERY (2000)
 HU1197
 HU1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 HU1197'RECOVERED AS DESCRIBED.
 HU1197
 HU1197                          STATION RECOVERY (2003)
 HU1197
 HU1197'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 HU1197'THE STATION IS INSIDE THE CAPE MAY/LEWES FERRY COMPLEX. TO REACH THE
 HU1197'STATION FROM THE MAIN ENTRANCE, FOLLOW THE SIGNS AND DRIVE TO THE
 HU1197'WALK-ON/BUS DROP-OFF TERMINAL BUILDING, TURN RIGHT AND GO ABOUT 0.1
 HU1197'MILE TO GATE LEADING TO BEACH DRIVE AND THE STATION ON THE RIGHT AT
 HU1197'THE BASE OF THE GATE. THE LID OF THE LOGO CAP IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0337 ***********************************************************************
 JU0337  DESIGNATION -  J 8
 JU0337  PID         -  JU0337
 JU0337  STATE/COUNTY-  NJ/ATLANTIC
 JU0337  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0337
 JU0337                         *CURRENT SURVEY CONTROL
 JU0337  ___________________________________________________________________
 JU0337* NAD 83(1986)-  39 25 26.     (N)    074 30 00.     (W)     SCALED    
 JU0337* NAVD 88     -         5.654  (meters)      18.55   (feet)  ADJUSTED  
 JU0337  ___________________________________________________________________
 JU0337  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JU0337  DYNAMIC HT  -           5.651 (meters)      18.54  (feet)  COMP
 JU0337  MODELED GRAV-     980,119.8   (mgal)                       NAVD 88
 JU0337
 JU0337  VERT ORDER  -  FIRST     CLASS II
 JU0337
 JU0337.The horizontal coordinates were scaled from a topographic map and have
 JU0337.an estimated accuracy of +/- 6 seconds.
 JU0337
 JU0337.The orthometric height was determined by differential leveling
 JU0337.and adjusted by the National Geodetic Survey in March 2001..
 JU0337.No vertical observational check was made to the station.
 JU0337
 JU0337.The geoid height was determined by GEOID03.
 JU0337
 JU0337.The dynamic height is computed by dividing the NAVD 88
 JU0337.geopotential number by the normal gravity value computed on the
 JU0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0337.degrees latitude (g = 980.6199 gals.).
 JU0337
 JU0337.The modeled gravity was interpolated from observed gravity values.
 JU0337
 JU0337;                    North         East    Units  Estimated Accuracy
 JU0337;SPC NJ       -    65,560.      150,000.      MT  (+/- 180 meters Scaled)
 JU0337
 JU0337                          SUPERSEDED SURVEY CONTROL
 JU0337
 JU0337  NAVD 88 (06/15/91)    5.657  (m)           18.56   (f) UNKNOWN     1 1
 JU0337  NGVD 29 (04/16/92)    6.045  (m)           19.83   (f) ADJUSTED    1 1
 JU0337
 JU0337.Superseded values are not recommended for survey control.
 JU0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0337.See file dsdata.txt to determine how the superseded data were derived.
 JU0337
 JU0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ430639(NAD 83)
 JU0337_MARKER: DB = BENCH MARK DISK
 JU0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0337_SP_SET: BUILDING
 JU0337_STAMPING: J 8 1930 19.888
 JU0337_MARK LOGO: CGS   
 JU0337_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0337+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1997
 JU0337
 JU0337  HISTORY     - Date     Condition        Report By
 JU0337  HISTORY     - 1930     MONUMENTED       CGS
 JU0337  HISTORY     - 1964     GOOD             CGS
 JU0337  HISTORY     - 1979     GOOD             NGS
 JU0337  HISTORY     - 19970925 GOOD             NJGS
 JU0337
 JU0337                          STATION DESCRIPTION
 JU0337
 JU0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0337'AT ABSECON.
 JU0337'AT ABSECON, SET VERTICALLY IN THE WEST BRICK WALL AND NEAR THE
 JU0337'SOUTHWEST CORNER OF HOWLETT HARDWARE STORE WHICH WAS FORMERLY
 JU0337'THE FIRST NATIONAL BANK, NEAR THE INTERSECTION OF NEW JERSEY
 JU0337'AVENUE AND STATION AVENUE, 13.5 FEET NORTH OF THE NORTH CURB OF
 JU0337'STATION AVENUE, 14 FEET EAST OF THE EAST CURB OF NEW JERSEY AVENUE,
 JU0337'2.5 FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING AND ABOUT
 JU0337'2.3 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 JU0337
 JU0337                          STATION RECOVERY (1979)
 JU0337
 JU0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0337'RECOVERED IN GOOD CONDITION.
 JU0337
 JU0337                          STATION RECOVERY (1997)
 JU0337
 JU0337'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU0337'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2462 ***********************************************************************
 JU2462  DESIGNATION -  J 80
 JU2462  PID         -  JU2462
 JU2462  STATE/COUNTY-  NJ/ATLANTIC
 JU2462  USGS QUAD   -  OCEANVILLE (1989)
 JU2462
 JU2462                         *CURRENT SURVEY CONTROL
 JU2462  ___________________________________________________________________
 JU2462* NAD 83(1986)-  39 22 38.     (N)    074 27 10.     (W)     SCALED    
 JU2462* NAVD 88     -         9.892  (meters)      32.45   (feet)  ADJUSTED  
 JU2462  ___________________________________________________________________
 JU2462  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JU2462  DYNAMIC HT  -           9.887 (meters)      32.44  (feet)  COMP
 JU2462  MODELED GRAV-     980,110.1   (mgal)                       NAVD 88
 JU2462
 JU2462  VERT ORDER  -  FIRST     CLASS II
 JU2462
 JU2462.The horizontal coordinates were scaled from a topographic map and have
 JU2462.an estimated accuracy of +/- 6 seconds.
 JU2462
 JU2462.The orthometric height was determined by differential leveling
 JU2462.and adjusted by the National Geodetic Survey in June 1991..
 JU2462
 JU2462.The geoid height was determined by GEOID03.
 JU2462
 JU2462.The dynamic height is computed by dividing the NAVD 88
 JU2462.geopotential number by the normal gravity value computed on the
 JU2462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2462.degrees latitude (g = 980.6199 gals.).
 JU2462
 JU2462.The modeled gravity was interpolated from observed gravity values.
 JU2462
 JU2462;                    North         East    Units  Estimated Accuracy
 JU2462;SPC NJ       -    60,380.      154,070.      MT  (+/- 180 meters Scaled)
 JU2462
 JU2462                          SUPERSEDED SURVEY CONTROL
 JU2462
 JU2462  NGVD 29 (01/10/92)   10.296  (m)           33.78   (f) ADJUSTED    1 2
 JU2462
 JU2462.Superseded values are not recommended for survey control.
 JU2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2462.See file dsdata.txt to determine how the superseded data were derived.
 JU2462
 JU2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ471587(NAD 83)
 JU2462_MARKER: DB = BENCH MARK DISK
 JU2462_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU2462_SP_SET: BRIDGE PIER
 JU2462_STAMPING: J 80 1979
 JU2462_MARK LOGO: NGS   
 JU2462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2462+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1989
 JU2462
 JU2462  HISTORY     - Date     Condition        Report By
 JU2462  HISTORY     - 1979     MONUMENTED       NGS
 JU2462  HISTORY     - 19891101 GOOD             NJGS
 JU2462
 JU2462                          STATION DESCRIPTION
 JU2462
 JU2462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2462'0.8 MI NW FROM ATLANTIC CITY.
 JU2462'THE MARK IS 1 FT ABOVE HIGHWAY.
 JU2462'0.85 MILE NORTHWEST ALONG STATE ROUTE 30 FROM THE 112 FIELD ARTILLERY
 JU2462'ARMORY BUILDING AT THE JUNCTION OF KENTUCKY AVENUE IN ATLANTIC CITY,
 JU2462'SET IN THE CENTER OF THE ROUTE 30 BRIDGE OVER BEACH THOROFARE IN
 JU2462'THE FOUNDATION AT THE SOUTH CORNER OF THE ATTENDANTS HOUSE FOR THE
 JU2462'DRAW SPAN, 8 FEET SOUTHEAST OF THE CENTER OF THE ENTRANCE DOOR TO
 JU2462'THE CONCRETE HOUSE, 6.8 FEET NORTHEAST OF THE NORTHEAST CURB OF
 JU2462'THE BRIDGE, 0.8 FEET SOUTHWEST OF THE SOUTHWEST FACE OF THE HOUSE.
 JU2462
 JU2462                          STATION RECOVERY (1989)
 JU2462
 JU2462'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 JU2462'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE NORTHEAST SIDE OF U.S.
 JU2462'HIGHWAY ROUTE 30, IN THE TOP OF THE BRIDGE PIER AND FLUSH WITH THE
 JU2462'SIDEWALK, ON THE SOUTH SIDE OF THE BRIDGE TENDERS HOUSE OF THE ROUTE
 JU2462'30 DRAWBRIDGE SPANNING BEACH THOROFARE.  THE STATION IS 5.1 M
 JU2462'(16.7 FT) EAST OF THE EAST END OF THE METAL DRAW SPAN, 2.5 M
 JU2462'(8.2 FT) EAST OF THE CENTER OF THE BRIDGE TENDERS DOOR, 0.3 M
 JU2462'(1.0 FT) WEST OF THE EAST EDGE OF THE TENDERS PIER, 2.1 M (6.9 FT)
 JU2462'NORTH OF THE CURBLINE, 0.27 M (0.89 FT) SOUTH OF THE SOUTH FACE OF THE
 JU2462'BRIDGE TENDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2399 ***********************************************************************
 JU2399  DESIGNATION -  J 81
 JU2399  PID         -  JU2399
 JU2399  STATE/COUNTY-  NJ/CAPE MAY
 JU2399  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2399
 JU2399                         *CURRENT SURVEY CONTROL
 JU2399  ___________________________________________________________________
 JU2399* NAD 83(1986)-  39 11 21.     (N)    074 39 51.     (W)     SCALED    
 JU2399* NAVD 88     -         1.359  (meters)       4.46   (feet)  ADJUSTED  
 JU2399  ___________________________________________________________________
 JU2399  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 JU2399  DYNAMIC HT  -           1.358 (meters)       4.46  (feet)  COMP
 JU2399  MODELED GRAV-     980,081.6   (mgal)                       NAVD 88
 JU2399
 JU2399  VERT ORDER  -  FIRST     CLASS II
 JU2399
 JU2399.The horizontal coordinates were scaled from a topographic map and have
 JU2399.an estimated accuracy of +/- 6 seconds.
 JU2399
 JU2399.The orthometric height was determined by differential leveling
 JU2399.and adjusted by the National Geodetic Survey in June 1991..
 JU2399
 JU2399.The geoid height was determined by GEOID03.
 JU2399
 JU2399.The dynamic height is computed by dividing the NAVD 88
 JU2399.geopotential number by the normal gravity value computed on the
 JU2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2399.degrees latitude (g = 980.6199 gals.).
 JU2399
 JU2399.The modeled gravity was interpolated from observed gravity values.
 JU2399
 JU2399;                    North         East    Units  Estimated Accuracy
 JU2399;SPC NJ       -    39,510.      135,820.      MT  (+/- 180 meters Scaled)
 JU2399
 JU2399                          SUPERSEDED SURVEY CONTROL
 JU2399
 JU2399  NGVD 29 (01/10/92)    1.748  (m)            5.73   (f) ADJUSTED    1 2
 JU2399
 JU2399.Superseded values are not recommended for survey control.
 JU2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2399.See file dsdata.txt to determine how the superseded data were derived.
 JU2399
 JU2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ290378(NAD 83)
 JU2399_MARKER: DB = BENCH MARK DISK
 JU2399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2399_SP_SET: STAINLESS STEEL ROD
 JU2399_STAMPING: J 81 1979
 JU2399_PROJECTION: FLUSH
 JU2399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2399_ROD/PIPE-DEPTH: 10.7 meters
 JU2399
 JU2399  HISTORY     - Date     Condition        Report By
 JU2399  HISTORY     - 1979     MONUMENTED       NGS
 JU2399
 JU2399                          STATION DESCRIPTION
 JU2399
 JU2399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2399'2.8 MI NE FROM SEA ISLE CITY.
 JU2399'2.8 MILES NORTHEAST ALONG OCEAN DRIVE FROM CITY HALL IN SEA ISLE CITY
 JU2399'TO THE MARK ON THE LEFT, 0.8 MILE SOUTHWEST OF STRATHMERE, 35.5 FEET
 JU2399'NORTHWEST OF THE CENTER LINE OF OCEAN DRIVE, 26 FEET SOUTHWEST OF THE
 JU2399'SOUTHWEST CORNER OF A 1 STORY TAN HOUSE BELONGING TO MR. MILLER, 3
 JU2399'FEET SOUTHWEST OF THE CENTER BLOCK RETAINING WALL AROUND MR. MILLERS
 JU2399'HOUSE, 2 FEET SOUTHWEST OF POWER POLE NUMBER W 25398,329, AND
 JU2399'1 FOOT SOUTHWEST OF A SINGLE ROPE FENCE LING.
 JU2399'THE MARK IS ABOVE LEVEL WITH DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2248 ***********************************************************************
 JU2248  DESIGNATION -  J 82
 JU2248  PID         -  JU2248
 JU2248  STATE/COUNTY-  NJ/SALEM
 JU2248  USGS QUAD   -  SALEM (1995)
 JU2248
 JU2248                         *CURRENT SURVEY CONTROL
 JU2248  ___________________________________________________________________
 JU2248* NAD 83(1986)-  39 33 13.     (N)    075 25 48.     (W)     SCALED    
 JU2248* NAVD 88     -         5.963  (meters)      19.56   (feet)  ADJUSTED  
 JU2248  ___________________________________________________________________
 JU2248  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JU2248  DYNAMIC HT  -           5.960 (meters)      19.55  (feet)  COMP
 JU2248  MODELED GRAV-     980,119.4   (mgal)                       NAVD 88
 JU2248
 JU2248  VERT ORDER  -  FIRST     CLASS II
 JU2248
 JU2248.The horizontal coordinates were scaled from a topographic map and have
 JU2248.an estimated accuracy of +/- 6 seconds.
 JU2248
 JU2248.The orthometric height was determined by differential leveling
 JU2248.and adjusted by the National Geodetic Survey in June 1991..
 JU2248
 JU2248.The geoid height was determined by GEOID03.
 JU2248
 JU2248.The dynamic height is computed by dividing the NAVD 88
 JU2248.geopotential number by the normal gravity value computed on the
 JU2248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2248.degrees latitude (g = 980.6199 gals.).
 JU2248
 JU2248.The modeled gravity was interpolated from observed gravity values.
 JU2248
 JU2248;                    North         East    Units  Estimated Accuracy
 JU2248;SPC NJ       -    80,370.       70,080.      MT  (+/- 180 meters Scaled)
 JU2248
 JU2248                          SUPERSEDED SURVEY CONTROL
 JU2248
 JU2248  NGVD 29 (01/10/92)    6.246  (m)           20.49   (f) ADJUSTED    1 2
 JU2248
 JU2248.Superseded values are not recommended for survey control.
 JU2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2248.See file dsdata.txt to determine how the superseded data were derived.
 JU2248
 JU2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ630783(NAD 83)
 JU2248_MARKER: DB = BENCH MARK DISK
 JU2248_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2248_SP_SET: STAINLESS STEEL ROD
 JU2248_STAMPING: J 82 1979
 JU2248_PROJECTION: RECESSED 10 CENTIMETERS
 JU2248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2248_ROD/PIPE-DEPTH: 8.84 meters
 JU2248
 JU2248  HISTORY     - Date     Condition        Report By
 JU2248  HISTORY     - 1979     MONUMENTED       NGS
 JU2248
 JU2248                          STATION DESCRIPTION
 JU2248
 JU2248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2248'1.2 MI NW FROM QUINTON.
 JU2248'1.2 MILES NORTHWEST ALONG STATE ROUTE 49 FROM THE MUNICIPAL TOWNSHIP
 JU2248'BUILDING IN QUINTON TO THE MARK ON THE LEFT AT THE HALF WAY POINT OF
 JU2248'A HORSE SHOE DRIVE TO A LARGE 2 STORY FARM HOUSE, ON THE NORTHWEST
 JU2248'SIDE OF POWER POLE 631 WITH A SECURITY LIGHT, 232 FEET SOUTHWEST OF
 JU2248'THE CENTER LINE OF ROUTE 49, 75 FEET SOUTH OF THE SOUTH CORNER OF THE
 JU2248'HOUSE, 3.4 FEET NORTHWEST OF POWER POLE 631.
 JU2248'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 JU2248'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0947 ***********************************************************************
 JU0947  DESIGNATION -  J 9
 JU0947  PID         -  JU0947
 JU0947  STATE/COUNTY-  NJ/CUMBERLAND
 JU0947  USGS QUAD   -  BRIDGETON (1977)
 JU0947
 JU0947                         *CURRENT SURVEY CONTROL
 JU0947  ___________________________________________________________________
 JU0947* NAD 83(1986)-  39 25 49.     (N)    075 14 43.     (W)     SCALED    
 JU0947* NAVD 88     -        24.156  (meters)      79.25   (feet)  ADJUSTED  
 JU0947  ___________________________________________________________________
 JU0947  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JU0947  DYNAMIC HT  -          24.144 (meters)      79.21  (feet)  COMP
 JU0947  MODELED GRAV-     980,119.8   (mgal)                       NAVD 88
 JU0947
 JU0947  VERT ORDER  -  FIRST     CLASS II
 JU0947
 JU0947.The horizontal coordinates were scaled from a topographic map and have
 JU0947.an estimated accuracy of +/- 6 seconds.
 JU0947
 JU0947.The orthometric height was determined by differential leveling
 JU0947.and adjusted by the National Geodetic Survey in June 1991..
 JU0947.WARNING-Repeat measurements at this control monument indicate possible
 JU0947.vertical movement.
 JU0947
 JU0947.The geoid height was determined by GEOID03.
 JU0947
 JU0947.The dynamic height is computed by dividing the NAVD 88
 JU0947.geopotential number by the normal gravity value computed on the
 JU0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0947.degrees latitude (g = 980.6199 gals.).
 JU0947
 JU0947.The modeled gravity was interpolated from observed gravity values.
 JU0947
 JU0947;                    North         East    Units  Estimated Accuracy
 JU0947;SPC NJ       -    66,530.       85,840.      MT  (+/- 180 meters Scaled)
 JU0947
 JU0947                          SUPERSEDED SURVEY CONTROL
 JU0947
 JU0947  NGVD 29 (04/16/92)   24.463  (m)           80.26   (f) ADJUSTED    1 2
 JU0947
 JU0947.Superseded values are not recommended for survey control.
 JU0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0947.See file dsdata.txt to determine how the superseded data were derived.
 JU0947
 JU0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ788645(NAD 83)
 JU0947_MARKER: DB = BENCH MARK DISK
 JU0947_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0947_SP_SET: BUILDING
 JU0947_STAMPING: 80.515 J 9 1930
 JU0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0947
 JU0947  HISTORY     - Date     Condition        Report By
 JU0947  HISTORY     - 1930     MONUMENTED       CGS
 JU0947  HISTORY     - 1961     GOOD             CGS
 JU0947  HISTORY     - 1979     GOOD             NGS
 JU0947  HISTORY     - 19950129 GOOD             USPSQD
 JU0947  HISTORY     - 19961228 GOOD             USPSQD
 JU0947
 JU0947                          STATION DESCRIPTION
 JU0947
 JU0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0947'AT BRIDGETON.
 JU0947'AT BRIDGETON, CUMBERLAND COUNTY, AT THE HIGH SCHOOL, AND IN THE
 JU0947'BRICK WALL AT THE SOUTHEAST CORNER OF THE BUILDING.  A STANDARD
 JU0947'DISK, STAMPED 80.515 J 9 1930 AND SET VERTICALLY.
 JU0947
 JU0947                          STATION RECOVERY (1979)
 JU0947
 JU0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0947'RECOVERED IN GOOD CONDITION.
 JU0947
 JU0947                          STATION RECOVERY (1995)
 JU0947
 JU0947'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0947'RECOVERED IN GOOD CONDITION.
 JU0947
 JU0947                          STATION RECOVERY (1996)
 JU0947
 JU0947'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4083 ***********************************************************************
 KV4083  DESIGNATION -  JACKSON
 KV4083  PID         -  KV4083
 KV4083  STATE/COUNTY-  NJ/HUDSON
 KV4083  USGS QUAD   -  WEEHAWKEN (1995)
 KV4083
 KV4083                         *CURRENT SURVEY CONTROL
 KV4083  ___________________________________________________________________
 KV4083* NAD 83(1996)-  40 47 32.08307(N)    074 02 10.40419(W)     ADJUSTED  
 KV4083* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4083  ___________________________________________________________________
 KV4083  LAPLACE CORR-           7.15  (seconds)                    DEFLEC99
 KV4083  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 KV4083
 KV4083  HORZ ORDER  -  SECOND
 KV4083
 KV4083.The horizontal coordinates were established by classical geodetic methods
 KV4083.and adjusted by the National Geodetic Survey in September 1999..
 KV4083
 KV4083.The orthometric height was scaled from a topographic map.
 KV4083
 KV4083.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4083
 KV4083.The geoid height was determined by GEOID03.
 KV4083
 KV4083;                    North         East     Units Scale Factor Converg.
 KV4083;SPC NJ       -   217,581.805   189,138.344   MT  0.99991885   +0 18 10.8
 KV4083;SPC NJ       -   713,849.64    620,531.38   sFT  0.99991885   +0 18 10.8
 KV4083;SPC NY L     -    69,468.732   296,942.803   MT  0.99999541   -0 01 25.3
 KV4083;SPC NY L     -   227,915.33    974,219.85   sFT  0.99999541   -0 01 25.3
 KV4083;UTM  18      - 4,516,141.535   581,309.634   MT  0.99968137   +0 37 46.9
 KV4083
 KV4083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4083!SPC NJ       -   1.00000489  x   0.99991885  =   0.99992374
 KV4083!SPC NY L     -   1.00000489  x   0.99999541  =   1.00000030
 KV4083!UTM  18      -   1.00000489  x   0.99968137  =   0.99968626
 KV4083
 KV4083:                Primary Azimuth Mark                     Grid Az
 KV4083:SPC NJ       -  NORTH BERGEN ARMOUR SOAP CHIM            024 25 47.7
 KV4083:SPC NY L     -  NORTH BERGEN ARMOUR SOAP CHIM            024 45 23.8
 KV4083:UTM  18      -  NORTH BERGEN ARMOUR SOAP CHIM            024 06 11.6
 KV4083
 KV4083|---------------------------------------------------------------------|
 KV4083| PID    Reference Object                     Distance      Geod. Az  |
 KV4083|                                                           dddmmss.s |
 KV4083| KV4076 NORTH BERGEN ARMOUR SOAP CHIM       APPROX. 2.3 KM 0244358.5 |
 KV4083| KV4059 NORTH BERGEN ARMOUR SOAP TANK       APPROX. 2.3 KM 0255237.8 |
 KV4083| KV4069 NORTH BERGEN NYC RR SHOPS CHIM      APPROX. 1.3 KM 0543635.1 |
 KV4083| KV4081 NORTH BERGEN WATER CO CHIMNEY       APPROX. 0.8 KM 0795734.7 |
 KV4083| CB5206 JACKSON RM 1                         13.945 METERS 17151     |
 KV4083| KV4011 FARM                                APPROX. 2.5 KM 2373824.8 |
 KV4083| CB5207 JACKSON RM 2                         17.762 METERS 27926     |
 KV4083| KV4079 SECAUCUS PUB SERV PWRHSE CHIM       APPROX. 2.3 KM 2815905.9 |
 KV4083|---------------------------------------------------------------------|
 KV4083
 KV4083                          SUPERSEDED SURVEY CONTROL
 KV4083
 KV4083  NAD 83(1996)-  40 47 32.08298(N)    074 02 10.40430(W) AD(       ) 2
 KV4083  NAD 83(1996)-  40 47 32.08198(N)    074 02 10.40582(W) AD(       ) 2
 KV4083  NAD 83(1992)-  40 47 32.08098(N)    074 02 10.40666(W) AD(       ) 2
 KV4083  NAD 83(1986)-  40 47 32.08402(N)    074 02 10.40301(W) AD(       ) 2
 KV4083  NAD 27      -  40 47 31.72300(N)    074 02 11.89900(W) AD(       ) 2
 KV4083
 KV4083.Superseded values are not recommended for survey control.
 KV4083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4083.See file dsdata.txt to determine how the superseded data were derived.
 KV4083
 KV4083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8131016142(NAD 83)
 KV4083_MARKER: DS = TRIANGULATION STATION DISK
 KV4083_SETTING: 0 = UNSPECIFIED SETTING
 KV4083
 KV4083  HISTORY     - Date     Condition        Report By
 KV4083  HISTORY     - 1932     MONUMENTED       CGS
 KV4083  HISTORY     - 1952     GOOD             CGS
 KV4083
 KV4083                          STATION DESCRIPTION
 KV4083
 KV4083'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4083'STATION IS E OF THE HACKENSACK RIVER, IN NORTH BERGEN AT
 KV4083'JACKSONS LANDING ON CROMAKILL CREEK AT THE N END OF A
 KV4083'PARTLY-COMPLETED FILL FOR A LANE.  IT IS LOCATED IN THE CENTER OF
 KV4083'THE LANE 3-1/2 METERS FROM HIGH-WATER LINE.  IT IS BEST REACHED BY
 KV4083'TURNING W FROM BERGEN TURNPIKE ON RAILROAD AVENUE AND FOLLOWING
 KV4083'THE LATTER TO ITS END AT JACKSONS LANDING.
 KV4083'
 KV4083'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KV4083'STAMPED JACKSON-1932 SET IN THE 12-INCH TOP OF A TRUNCATED
 KV4083'CONICAL, CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND.
 KV4083'
 KV4083'TWO STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE PLACED IN
 KV4083'THE TOP OF SIMILAR MONUMENTS, NO.1 ON THE E EDGE OF THE LANE S
 KV4083'OF CENTER, NO.2 TO THE W IN MARSHLAND ON THE POINT OF LAND
 KV4083'WHERE THE CREEK TURNS S TO REAR OF BUNGALOWS.  NO OTHER
 KV4083'REFERENCE MEASUREMENTS WERE TAKEN.
 KV4083'
 KV4083'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD
 KV4083'SET-UPS.  NO OBSERVERS PLATFORM IS NECESSARY.
 KV4083'
 KV4083'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
 KV4083
 KV4083                          STATION RECOVERY (1952)
 KV4083
 KV4083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JB)
 KV4083'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD
 KV4083'CONDITION.  THE STATION MARK IS NOW APPROXIMATELY 3 IN. BELOW THE
 KV4083'SURFACE OF THE GROUND.  DESCRIPTION ADEQUATE WITH THE FOLLOWING
 KV4083'CHANGE--
 KV4083'
 KV4083'RAILROAD AVENUE IS NOW FIFTIETH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5160 ***********************************************************************
 KV5160  DESIGNATION -  JACKSON RESET
 KV5160  PID         -  KV5160
 KV5160  STATE/COUNTY-  NJ/MONMOUTH
 KV5160  USGS QUAD   -  ASBURY PARK (1989)
 KV5160
 KV5160                         *CURRENT SURVEY CONTROL
 KV5160  ___________________________________________________________________
 KV5160* NAD 83(1996)-  40 09 11.99365(N)    074 05 09.42867(W)     ADJUSTED  
 KV5160* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 KV5160  ___________________________________________________________________
 KV5160  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 KV5160  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV5160
 KV5160  HORZ ORDER  -  THIRD
 KV5160
 KV5160.The horizontal coordinates were established by classical geodetic methods
 KV5160.and adjusted by the National Geodetic Survey in September 1999..
 KV5160
 KV5160.The orthometric height was scaled from a topographic map.
 KV5160
 KV5160.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5160
 KV5160.The geoid height was determined by GEOID03.
 KV5160
 KV5160;                    North         East     Units Scale Factor Converg.
 KV5160;SPC NJ       -   146,620.234   185,274.435   MT  0.99991531   +0 16 01.2
 KV5160;SPC NJ       -   481,036.55    607,854.54   sFT  0.99991531   +0 16 01.2
 KV5160;UTM  18      - 4,445,176.188   577,848.597   MT  0.99967460   +0 35 22.0
 KV5160
 KV5160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5160!SPC NJ       -   1.00000019  x   0.99991531  =   0.99991550
 KV5160!UTM  18      -   1.00000019  x   0.99967460  =   0.99967479
 KV5160
 KV5160|---------------------------------------------------------------------|
 KV5160| PID    Reference Object                     Distance      Geod. Az  |
 KV5160|                                                           dddmmss.s |
 KV5160| CB5208 JACKSON RM 1                         19.125 METERS 03034     |
 KV5160| KV5213 SPRING LAKE TANK                    APPROX. 4.9 KM 0885330.6 |
 KV5160| KV5189 SPR LAKE NEW MONMOUTH HOTEL FP      APPROX. 5.2 KM 0993646.5 |
 KV5160| CB5209 JACKSON RM 2                         15.080 METERS 12513     |
 KV5160| CB5210 JACKSON RM 3                          8.079 METERS 24332     |
 KV5160|---------------------------------------------------------------------|
 KV5160
 KV5160                          SUPERSEDED SURVEY CONTROL
 KV5160
 KV5160  NAD 83(1986)-  40 09 11.98821(N)    074 05 09.42979(W) AD(       ) 3
 KV5160  NAD 27      -  40 09 11.58100(N)    074 05 10.93800(W) AD(       ) 3
 KV5160
 KV5160.Superseded values are not recommended for survey control.
 KV5160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5160.See file dsdata.txt to determine how the superseded data were derived.
 KV5160
 KV5160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7784945176(NAD 83)
 KV5160_MARKER: DS = TRIANGULATION STATION DISK
 KV5160_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV5160_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5160
 KV5160  HISTORY     - Date     Condition        Report By
 KV5160  HISTORY     - 1934     MONUMENTED       CGS
 KV5160  HISTORY     - 1977     SEE DESCRIPTION  NGS
 KV5160
 KV5160                          STATION DESCRIPTION
 KV5160
 KV5160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5160'STATION IS LOCATED IN WALL TOWNSHIP 3.5 MILES W OF SPRING LAKE
 KV5160'ON THE COMO-ALLENWOOD ROAD AND 0.4 MILE N ON DIRT ROAD LEADING
 KV5160'TO HURLEYS MILL ON E SIDE OF ROAD IN THE PASTURE OF A FARM
 KV5160'OWNED BY A MR. FRAZE.  LOCATED 21.2 METERS S OF THE POINT
 KV5160'WHERE THE ROAD MAKES SLIGHT BEND TO NW AND IS JOINED BY SMALL
 KV5160'LANE FROM E, IN THE CORNER OF THE PASTURE, 48.2 METERS E OF
 KV5160'FENCE ALONG ROAD, 4.7 METERS S OF FENCE ALONG THE LANE AND 35.2
 KV5160'METERS SE OF CORNER OF FENCE LINE.
 KV5160'
 KV5160'STATION MARK IS A STANDARD BRONZE DISK SET IN TILE.
 KV5160'REFERENCE MARKS NOS.1, AND 2 ARE
 KV5160'STANDARD BRONZE DISKS SET IN CONCRETE.
 KV5160'
 KV5160'REFERENCE MARK NO.1 IS SE OF STATION IN THE PASTURE.
 KV5160'
 KV5160'REFERENCE MARK NO.2 IS NE OF STATION ALONG FENCE LINE IN PASTURE.
 KV5160'
 KV5160'REACHED FROM SPRING LAKE AS FOLLOWS--FOLLOW COMO-ALLENWOOD
 KV5160'ROAD 3.5 MILES W TO DIRT ROAD LEADING N TO HURLEYS MILL, FOLLOW
 KV5160'0.4 MILE TO STATION.
 KV5160'
 KV5160'A 10-FOOT SIGNAL WAS NEEDED TO SEE ALL STATIONS.
 KV5160
 KV5160                          STATION RECOVERY (1977)
 KV5160
 KV5160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KV5160'RM 1 TO RM 3 OBSTRUCTED.
 KV5160'
 KV5160'THE STATION SURFACE MARK WAS FOUND VANDALIZED.  THE NORTH HALF
 KV5160'OF THE DISK HAD BEEN PRIED UP AND BROKEN OFF.  THE AREA OF THE
 KV5160'TRIANGLE REMAINED UNDISTURBED.  A NEW SURFACE AND SUB-SURFACE
 KV5160'DISK WAS SET.  REFERENCE MARK TWO WAS NOT FOUND AND BELIEVED
 KV5160'DESTROYED DURING THE CONSTRUCTION OF A NEW HOUSE.  REFERENCE
 KV5160'MARK ONE WAS FOUND IN GOOD CONDITION.  A NEW REFERENCE MARK
 KV5160'THREE WAS ESTABLISHED.  THE WATER TANKS WHICH WERE INTERSECTED
 KV5160'IN 1934 ARE NOW OBSTRUCTED BY SEVERAL TREES.
 KV5160'
 KV5160'A COMPLETE NEW DESCRIPTION FOLLOWS.
 KV5160'
 KV5160'THE STATION IS LOCATED 8 MILES NORTHEAST OF LAKEWOOD, 6-1/4
 KV5160'MILES SOUTHEAST OF FARMINGDALE, 4 MILES NORTH-NORTHWEST OF
 KV5160'POINT PLEASANT AND LOCATED ON PROPERTY WHICH IS OWNED BY A
 KV5160'MR. GOEPFERT.  MR. GOEPFERTS TELEPHONE NUMBER IS 449-5259.
 KV5160'
 KV5160'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 195 AND
 KV5160'STATE HIGHWAY 34, WHICH IS 5 MILES SOUTH OF NEPTUNE, GO
 KV5160'SOUTH-SOUTHEAST ON STATE HIGHWAY 34 FOR 1.5 MILES TO COUNTY
 KV5160'ROAD 524.  TURN LEFT AND GO EAST-NORTHEAST ON COUNTY ROAD 524
 KV5160'FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHEAST
 KV5160'ON CAMPBELL ROAD FOR 0.15 MILE TO A DRIVE ON THE RIGHT.  BEAR
 KV5160'RIGHT AND GO EAST AND NORTHEAST ON THE DRIVE FOR 0.05 MILE
 KV5160'TO THE STATION ON THE RIGHT.
 KV5160'
 KV5160'THE STATION SURFACE MARK IS A STANDARD DISK STAMPED JACKSON
 KV5160'1934 1977 SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT
 KV5160'WHICH IS FLUSH WITH THE SURFACE.  THE SUB-SURFACE DISK IS
 KV5160'STAMPED JACKSON 1934 1977 SET IN A 8-INCH MASS OF CONCRETE WHICH
 KV5160'IS 3 FEET BELOW THE SURFACE.  IT IS 134 FEET NORTHWEST OF
 KV5160'NORTHWEST CORNER OF LARGE BRICK HOUSE, 58 FEET SOUTH OF A
 KV5160'POWERLINE POLE NUMBERED 186485WL, 17 FEET NORTHWEST OF THE
 KV5160'CENTER OF A DRIVE, AND 12 FEET SOUTHEAST OF A WITNESS POST.
 KV5160'
 KV5160'REFERENCE MARK ONE IS A STANDARD DISK STAMPED JACKSON 1934
 KV5160'NO 1 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 KV5160'WHICH IS FLUSH WITH THE SURFACE.  IT IS 62.5 FEET NORTHEAST OF
 KV5160'THE WITNESS POST, 22 FEET EAST OF THE POWERLINE POLE, AND 18
 KV5160'FEET NORTHWEST OF THE CENTER OF THE DRIVE.
 KV5160'
 KV5160'REFERENCE MARK THREE IS A STANDARD DISK STAMPED JACKSON 1934
 KV5160'NO 3 1977 SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT
 KV5160'WHICH PROJECTS 1-INCH.  IT IS 75 FEET SOUTHWEST OF THE
 KV5160'POWERLINE POLE, 32 FEET NORTHWEST OF THE CENTER OF THE DRIVE,
 KV5160'AND 25 FEET SOUTHWEST OF THE WITNESS POST.
 KV5160'
 KV5160'THERE IS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 KV5160'
 KV5160'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5160'4 MI. NORTH-NORTHWEST OF PT. PLEASANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1276 ***********************************************************************
 HU1276  DESIGNATION -  JAR
 HU1276  PID         -  HU1276
 HU1276  STATE/COUNTY-  NJ/CAPE MAY
 HU1276  USGS QUAD   -  WILDWOOD (1972)
 HU1276
 HU1276                         *CURRENT SURVEY CONTROL
 HU1276  ___________________________________________________________________
 HU1276* NAD 83(1996)-  38 57 43.28144(N)    074 52 15.59516(W)     ADJUSTED  
 HU1276* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HU1276  ___________________________________________________________________
 HU1276  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 HU1276  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 HU1276
 HU1276  HORZ ORDER  -  THIRD
 HU1276
 HU1276.The horizontal coordinates were established by classical geodetic methods
 HU1276.and adjusted by the National Geodetic Survey in September 1999..
 HU1276
 HU1276.The orthometric height was scaled from a topographic map.
 HU1276
 HU1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1276
 HU1276.The geoid height was determined by GEOID03.
 HU1276
 HU1276;                    North         East     Units Scale Factor Converg.
 HU1276;SPC NJ       -    14,350.280   117,847.715   MT  0.99991273   -0 13 59.8
 HU1276;SPC NJ       -    47,080.88    386,638.71   sFT  0.99991273   -0 13 59.8
 HU1276;UTM  18      - 4,312,570.118   511,176.424   MT  0.99960154   +0 04 52.0
 HU1276
 HU1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1276!SPC NJ       -   1.00000547  x   0.99991273  =   0.99991820
 HU1276!UTM  18      -   1.00000547  x   0.99960154  =   0.99960701
 HU1276
 HU1276|---------------------------------------------------------------------|
 HU1276| PID    Reference Object                     Distance      Geod. Az  |
 HU1276|                                                           dddmmss.s |
 HU1276| DC7427 JAR RM 1                             12.412 METERS 13129     |
 HU1276| HU1286 DEVLEN                              APPROX. 3.1 KM 3440202.6 |
 HU1276|---------------------------------------------------------------------|
 HU1276
 HU1276                          SUPERSEDED SURVEY CONTROL
 HU1276
 HU1276  NAD 83(1991)-  38 57 43.26321(N)    074 52 15.60250(W) AD(       ) 3
 HU1276  NAD 83(1986)-  38 57 43.25783(N)    074 52 15.60386(W) AD(       ) 3
 HU1276  NAD 27      -  38 57 42.85300(N)    074 52 16.99100(W) AD(       ) 3
 HU1276
 HU1276.Superseded values are not recommended for survey control.
 HU1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1276.See file dsdata.txt to determine how the superseded data were derived.
 HU1276
 HU1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1117612570(NAD 83)
 HU1276_MARKER: DS = TRIANGULATION STATION DISK
 HU1276_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HU1276_SP_SET: METAL PIPE IN CONCRETE
 HU1276
 HU1276  HISTORY     - Date     Condition        Report By
 HU1276  HISTORY     - 1936     MONUMENTED       CGS
 HU1276  HISTORY     - 1952     GOOD             CGS
 HU1276
 HU1276                          STATION DESCRIPTION
 HU1276
 HU1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 HU1276'LOCATED ON THE S SIDE OF JARVIS SOUND ON THE E BANK OF THE
 HU1276'PRESENT INLAND WATERWAY BETWEEN CAPE MAY AND WILDWOOD.  IT IS IN
 HU1276'A LOW MARSH THAT FLOODS AT EXTREME HIGH TIDE.  THE STATION IS 213
 HU1276'FEET S OF THE SOUND SHORE LINE AND 75 FEET E OF THE WATERWAY
 HU1276'CHANNEL.
 HU1276'
 HU1276'STATION IS MARKED, AS DESCRIBED IN NOTE 6C, BY A STANDARD
 HU1276'DISK, STAMPED JAR 1936, SET IN TOP OF AN 8-INCH CONCRETE-FILLED
 HU1276'TILE WHICH PROJECTS 10 INCHES ABOVE GROUND.
 HU1276'
 HU1276'REFERENCE MARK NO.1 IS MARKED, AS DESCRIBED IN NOTE 13C, BY A
 HU1276'STANDARD DISK, STAMPED NO.1 JAR 1936, SET IN AN 8-INCH
 HU1276'CONCRETE-FILLED TILE WHICH PROJECTS 4 INCHES ABOVE GROUND.
 HU1276
 HU1276                          STATION RECOVERY (1952)
 HU1276
 HU1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HOF)
 HU1276'BOTH THE STATION AND THE REFERENCE MARKS WERE RECOVERED AS
 HU1276'DESCRIBED AND WERE FOUND TO BE IN GOOD CONDITION.  THE STATION
 HU1276'IS LOCATED ON THE S SIDE OF JARVIS SOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5844 ***********************************************************************
 KV5844  DESIGNATION -  JCPL
 KV5844  PID         -  KV5844
 KV5844  STATE/COUNTY-  NJ/MIDDLESEX
 KV5844  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5844
 KV5844                         *CURRENT SURVEY CONTROL
 KV5844  ___________________________________________________________________
 KV5844* NAD 83(1996)-  40 28 39.23964(N)    074 18 30.39410(W)     ADJUSTED  
 KV5844* NAVD 88     -        26.7    (meters)      88.     (feet)  GPS OBS   
 KV5844  ___________________________________________________________________
 KV5844  X           -   1,314,009.013 (meters)                     COMP
 KV5844  Y           -  -4,677,381.598 (meters)                     COMP
 KV5844  Z           -   4,118,461.554 (meters)                     COMP
 KV5844  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 KV5844  ELLIP HEIGHT-          -5.81  (meters)          (10/23/02) GPS OBS
 KV5844  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KV5844
 KV5844  HORZ ORDER  -  FIRST
 KV5844  ELLP ORDER  -  FOURTH    CLASS I
 KV5844
 KV5844.The horizontal coordinates were established by GPS observations
 KV5844.and adjusted by the National Geodetic Survey in May 1999..
 KV5844
 KV5844.The orthometric height was determined by GPS observations and a
 KV5844.high-resolution geoid model.
 KV5844
 KV5844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5844
 KV5844.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5844
 KV5844.The ellipsoidal height was determined by GPS observations
 KV5844.and is referenced to NAD 83.
 KV5844
 KV5844.The geoid height was determined by GEOID03.
 KV5844
 KV5844;                    North         East     Units Scale Factor Converg.
 KV5844;SPC NJ       -   182,555.352   166,241.663   MT  0.99990325   +0 07 27.7
 KV5844;SPC NJ       -   598,933.68    545,411.19   sFT  0.99990325   +0 07 27.7
 KV5844;SPC NY L     -    34,569.953   273,844.924   MT  1.00001592   -0 12 06.3
 KV5844;SPC NY L     -   113,418.25    898,439.55   sFT  1.00001592   -0 12 06.3
 KV5844;UTM  18      - 4,480,994.278   558,618.050   MT  0.99964229   +0 26 56.2
 KV5844
 KV5844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5844!SPC NJ       -   1.00000091  x   0.99990325  =   0.99990416
 KV5844!SPC NY L     -   1.00000091  x   1.00001592  =   1.00001683
 KV5844!UTM  18      -   1.00000091  x   0.99964229  =   0.99964320
 KV5844
 KV5844                          SUPERSEDED SURVEY CONTROL
 KV5844
 KV5844  NAD 83(1996)-  40 28 39.23927(N)    074 18 30.39450(W) AD(       ) 1
 KV5844  NAD 83(1992)-  40 28 39.23851(N)    074 18 30.39397(W) AD(       ) 1
 KV5844  ELLIP H (04/25/94)   -5.88   (m)                       GP(       ) 3 1
 KV5844  NAD 83(1986)-  40 28 39.24009(N)    074 18 30.39665(W) AD(       ) 1
 KV5844  NAD 83(1986)-  40 28 39.24169(N)    074 18 30.38808(W) AD(       ) 1
 KV5844  NGVD 29 (09/27/88)   27.2    (m)           89.     (f) GPS OBS        
 KV5844
 KV5844.Superseded values are not recommended for survey control.
 KV5844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5844.See file dsdata.txt to determine how the superseded data were derived.
 KV5844
 KV5844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5861880994(NAD 83)
 KV5844_MARKER: DD = SURVEY DISK
 KV5844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5844_SP_SET: CONCRETE POST
 KV5844_STAMPING: JCPL
 KV5844_MARK LOGO: PSEG  
 KV5844_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV5844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5844+STABILITY: SURFACE MOTION
 KV5844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5844+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1993
 KV5844
 KV5844  HISTORY     - Date     Condition        Report By
 KV5844  HISTORY     - 1985     MONUMENTED       PSEG
 KV5844  HISTORY     - 1985     GOOD             PSEG
 KV5844  HISTORY     - 19901116 GOOD             NJGS
 KV5844  HISTORY     - 19910809 GOOD
 KV5844  HISTORY     - 19930323 GOOD             NJHA
 KV5844  HISTORY     - 19930806 GOOD             NJGS
 KV5844
 KV5844                          STATION DESCRIPTION
 KV5844
 KV5844'DESCRIBED BY PUBLIC SERVICE E + G 1985 (AXH)
 KV5844'THE STATION IS LOCATED ON MAIN STREET IN SAYREVILLE BOROUGH A
 KV5844'LITTLE LESS THAN 0.4 KM (0.25 MI) WEST OF THE GOLDEN STATE PARKWAY.
 KV5844'OWNERSHIP--JERSEY CITY POWER AND LIGHT.
 KV5844'
 KV5844'TO REACH THE STATION FROM THE SAYREVILLE POLICE STATION GO SOUTH
 KV5844'ACROSS MAIN STREET.  CONTINUE AHEAD FOR 23 METERS (75 FT) FROM THE
 KV5844'SOUTH SIDE OF THE MAIN STREET RIGHT OF WAY TO THE STATION.
 KV5844'
 KV5844'THE STATION IS A BRONZE DISK SET IN A CONCRETE POST LOCATED
 KV5844'23 METERS (75 FT) SOUTH OF UTILTY POLE 3869 SE AND ON RANGE WITH
 KV5844'THE EAST FACE OF A LARGE SIGN IN FRONT OF THE SAYREVILLE POLICE
 KV5844'STATION.
 KV5844'
 KV5844'DESCRIBED BY GEO/HYDRO
 KV5844
 KV5844                          STATION RECOVERY (1985)
 KV5844
 KV5844'RECOVERY NOTE BY PUBLIC SERVICE E + G 1985
 KV5844'RECOVERED IN GOOD CONDITION.
 KV5844
 KV5844                          STATION RECOVERY (1990)
 KV5844
 KV5844'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5844'THE STATION IS LOCATED IN THE BOROUGH OF SAYREVILLE, SOUTH OF AND
 KV5844'ACROSS THE ROAD FROM THE DUAL EXIT DRIVE FROM THE SAYREVILLE POLICE
 KV5844'AND MUNICIPAL COURT COMPLEX ON MAIN STREET. TO REACH THE STATION FROM
 KV5844'THE MAIN STREET BRIDGE SPANNING THE GARDEN STATE PARKWAY, PROCEED 0.8
 KV5844'KM (0.50 MI) WEST ON MAIN STREET TO THE STATION ON THE LEFT.  THE
 KV5844'STATION IS SET IN THE TRANSMISSION TOWER RIGHT OF WAY ON A SMALL
 KV5844'MOUND, 32.5 M (106.6 FT) SOUTHWEST OF POLE JC 195 SB, 20.3 M
 KV5844'(66.6 FT) WEST SOUTHWEST OF A POLE WITH NO NUMBER WHICH IS OPPOSITE
 KV5844'THE EXIT DRIVE, 32.3 M (106.0 FT) SOUTHEAST OF A POLE WITH NO NUMBER,
 KV5844'SET FLUSH WITH THE GROUND AND ABOUT 1.0 M (3.3 FT) ABOVE THE ROAD.
 KV5844
 KV5844                          STATION RECOVERY (1991)
 KV5844
 KV5844'RECOVERED 1991
 KV5844'RECOVERED IN GOOD CONDITION.
 KV5844
 KV5844                          STATION RECOVERY (1993)
 KV5844
 KV5844'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 KV5844'RECOVERED IN GOOD CONDITION.
 KV5844
 KV5844                          STATION RECOVERY (1993)
 KV5844
 KV5844'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV5844'THE STATION IS LOCATED IN THE BOROUGH OF SAYREVILLE, SOUTH OF AND
 KV5844'ACROSS THE ROAD FROM THE DUAL EXIT DRIVE FROM THE SAYREVILLE POLICE
 KV5844'AND MUNICIPAL COURT COMPLEX ON MAIN STREET. TO REACH THE STATION FROM
 KV5844'THE MAIN STREET BRIDGE SPANNING THE GARDEN STATE PARKWAY, PROCEED 0.8
 KV5844'KM (0.5 MI) WEST ON MAIN STREET TO THE STATION ON THE LEFT.  THE
 KV5844'STATION IS SET IN THE TRANSMISSION TOWER RIGHT OF WAY ON A SMALL
 KV5844'MOUND, 32.5 M (106.6 FT) SOUTHWEST OF POLE JC 194 SB, 20.3 M
 KV5844'(66.6 FT) SOUTHWEST OF POLE NUMBER JC 195 SE, WHICH IS OPPOSITE THE
 KV5844'EXIT DRIVE CENTER MEDIAN ISLAND OF THE COMPLEX, 32.3 M (106.0 FT)
 KV5844'SOUTHEAST OF A POLE WITH NO NUMBER, SET FLUSH WITH THE GROUND AND
 KV5844'ABOUT 1.0 M (3.3 FT) ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6724 ***********************************************************************
 AB6724  DESIGNATION -  JCPL CO WV 1
 AB6724  PID         -  AB6724
 AB6724  STATE/COUNTY-  NJ/OCEAN
 AB6724  USGS QUAD   -  WHITING (1971)
 AB6724
 AB6724                         *CURRENT SURVEY CONTROL
 AB6724  ___________________________________________________________________
 AB6724* NAD 83(1986)-  39 57 05.     (N)    074 22 41.     (W)     SCALED    
 AB6724* NAVD 88     -        52.215  (meters)     171.31   (feet)  ADJUSTED  
 AB6724  ___________________________________________________________________
 AB6724  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 AB6724  DYNAMIC HT  -          52.191 (meters)     171.23  (feet)  COMP
 AB6724  MODELED GRAV-     980,164.8   (mgal)                       NAVD 88
 AB6724
 AB6724  VERT ORDER  -  SECOND    CLASS I
 AB6724
 AB6724.The horizontal coordinates were scaled from a topographic map and have
 AB6724.an estimated accuracy of +/- 6 seconds.
 AB6724
 AB6724.The orthometric height was determined by differential leveling
 AB6724.and adjusted by the National Geodetic Survey in September 1996..
 AB6724
 AB6724.The geoid height was determined by GEOID03.
 AB6724
 AB6724.The dynamic height is computed by dividing the NAVD 88
 AB6724.geopotential number by the normal gravity value computed on the
 AB6724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6724.degrees latitude (g = 980.6199 gals.).
 AB6724
 AB6724.The modeled gravity was interpolated from observed gravity values.
 AB6724
 AB6724;                    North         East    Units  Estimated Accuracy
 AB6724;SPC NJ       -   124,130.      160,420.      MT  (+/- 180 meters Scaled)
 AB6724
 AB6724                          SUPERSEDED SURVEY CONTROL
 AB6724
 AB6724.No superseded survey control is available for this station.
 AB6724
 AB6724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK531225(NAD 83)
 AB6724_MARKER: DD = SURVEY DISK
 AB6724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6724_STAMPING: JCPL CO WV1
 AB6724_MARK LOGO: NJGS  
 AB6724_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6724+STABILITY: SURFACE MOTION
 AB6724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6724+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1995
 AB6724
 AB6724  HISTORY     - Date     Condition        Report By
 AB6724  HISTORY     - UNK      MONUMENTED       RBNF
 AB6724  HISTORY     - 19951130 GOOD             NJGS
 AB6724
 AB6724                          STATION DESCRIPTION
 AB6724
 AB6724'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 AB6724'THE STATION IS LOCATED IN MANCHESTER TOWNSHIP ON THE NORTHWEST SIDE OF
 AB6724'THE FORMER CENTRAL NEW JERSEY RAILROAD RIGHT OF WAY, NOW ABANDONED,
 AB6724'ABOUT 0.3 MI (0.5 KM) SOUTH SOUTHWEST FROM THE CENTER OF WHITING.  TO
 AB6724'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 AND COUNTY
 AB6724'ROAD 539, GO SOUTHEAST ON COUNTY ROAD 539 FOR ABOUT 0.15 MI (0.24 KM)
 AB6724'TO THE WYE JUNCTION WITH COUNTY ROAD 530.  BEAR TO THE LEFT AND GO
 AB6724'SOUTHEAST ON COUNTY ROAD 530 FOR 0.7 MI (1.1 KM) TO THE GRADE CROSSING
 AB6724'OF THE ABANDONED CENTRAL NEW JERSEY RAILROAD IN WHITING. CONTINUE
 AB6724'SOUTHEAST FOR ABOUT 15 M (49.2 FT) TO THE TEE JUNCTION WITH STATION
 AB6724'ROAD, A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH SOUTHEAST ON
 AB6724'STATION ROAD FOR 0.20 MI (0.32 KM) TO THE JERSEY CENTRAL POWER AND
 AB6724'LIGHT COMPANY ELECTRIC TRANSMISSION LINE EASEMENT CROSSING.  TURN LEFT
 AB6724'AND GO SOUTHEAST ALONG A SAND ROAD PARALLELING THE EASEMENT FOR ABOUT
 AB6724'147.5 FT (45.0 M) TO THE STATION ON THE LEFT, SET FLUSH IN THE CENTER
 AB6724'OF A 3 FT (0.9 M) DIAMETER ROUND CONCRETE MONUMENT, PROJECTING ABOUT
 AB6724'0.1 FT (3.0 CM) ABOVE THE GROUND, JUST SOUTHEAST FROM THE WHITINGS
 AB6724'SUBSTATION.  THE STATION IS 9.5 FT (2.9 M) NORTH FROM THE CENTERLINE
 AB6724'OF THE SAND ROAD PARALLELING THE ELECTRIC TRANSMISSION LINE EASEMENT,
 AB6724'49.0 FT (14.9 M) SOUTH FROM POLE NUMBER 69288 3612, 59.0 FT (18.0 M)
 AB6724'SOUTHEAST FROM POLE NUMBER 69287 3613, 26.0 FT (7.9 M) NORTHEAST FROM
 AB6724'POLE NUMBER L138 JC 220 MC AND 47.0 FT (14.3 M) EAST NORTHEAST FROM
 AB6724'POLE NUMBER JC 90003 MC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2883 ***********************************************************************
 JU2883  DESIGNATION -  JEFF
 JU2883  PID         -  JU2883
 JU2883  STATE/COUNTY-  NJ/ATLANTIC
 JU2883  USGS QUAD   -  MARMORA (1994)
 JU2883
 JU2883                         *CURRENT SURVEY CONTROL
 JU2883  ___________________________________________________________________
 JU2883* NAD 83(1996)-  39 19 03.35168(N)    074 39 04.03749(W)     ADJUSTED  
 JU2883* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2883  ___________________________________________________________________
 JU2883  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 JU2883  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JU2883
 JU2883  HORZ ORDER  -  SECOND
 JU2883
 JU2883.The horizontal coordinates were established by classical geodetic methods
 JU2883.and adjusted by the National Geodetic Survey in September 1999..
 JU2883
 JU2883.The orthometric height was scaled from a topographic map.
 JU2883
 JU2883.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2883
 JU2883.The geoid height was determined by GEOID03.
 JU2883
 JU2883;                    North         East     Units Scale Factor Converg.
 JU2883;SPC NJ       -    53,767.051   136,968.912   MT  0.99990209   -0 05 44.7
 JU2883;SPC NJ       -   176,400.73    449,372.17   sFT  0.99990209   -0 05 44.7
 JU2883;UTM  18      - 4,352,079.719   530,074.516   MT  0.99961114   +0 13 15.8
 JU2883
 JU2883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2883!SPC NJ       -   1.00000529  x   0.99990209  =   0.99990738
 JU2883!UTM  18      -   1.00000529  x   0.99961114  =   0.99961643
 JU2883
 JU2883:                Primary Azimuth Mark                     Grid Az
 JU2883:SPC NJ       -  JEFF AZ MK                               002 45 07.5
 JU2883:UTM  18      -  JEFF AZ MK                               002 26 07.0
 JU2883
 JU2883|---------------------------------------------------------------------|
 JU2883| PID    Reference Object                     Distance      Geod. Az  |
 JU2883|                                                           dddmmss.s |
 JU2883| CB2125 JEFF AZ MK                                         0023922.8 |
 JU2883| CB2126 JEFF RM 1                            27.665 METERS 05726     |
 JU2883| JU2878 ELECTRIC EAST                       APPROX. 2.6 KM 2891054.7 |
 JU2883| JU2877 ELECTRIC WEST                       APPROX. 2.9 KM 2960753.5 |
 JU2883| CB2127 JEFF RM 2                            32.872 METERS 32545     |
 JU2883|---------------------------------------------------------------------|
 JU2883
 JU2883                          SUPERSEDED SURVEY CONTROL
 JU2883
 JU2883  NAD 83(1986)-  39 19 03.33817(N)    074 39 04.03837(W) AD(       ) 2
 JU2883  NAD 27      -  39 19 02.92200(N)    074 39 05.47000(W) AD(       ) 2
 JU2883
 JU2883.Superseded values are not recommended for survey control.
 JU2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2883.See file dsdata.txt to determine how the superseded data were derived.
 JU2883
 JU2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3007552080(NAD 83)
 JU2883_MARKER: DS = TRIANGULATION STATION DISK
 JU2883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2883
 JU2883  HISTORY     - Date     Condition        Report By
 JU2883  HISTORY     - 1935     MONUMENTED       CGS
 JU2883  HISTORY     - 1950     GOOD             CGS
 JU2883  HISTORY     - 1983     MARK NOT FOUND   USGS
 JU2883
 JU2883                          STATION DESCRIPTION
 JU2883
 JU2883'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU2883'THE STATION IS LOCATED AT JEFFERS LANDING, 16 PACES E OF CENTER
 JU2883'LINE OF DIM ROAD ALONG BEACH, 25 PACES E OF WATER EDGE, 18 PACES
 JU2883'S OF TOILET, 39 PACES SSE OF SE CORNER OF STORE OR BAR.  THE
 JU2883'STATION MARK PROJECTS 6 INCHES.
 JU2883'
 JU2883'TO REACH STATION FROM INTERSECTION OF NEW JERSEY HIGHWAY
 JU2883'NO. 48 AND SHORE ROAD WHICH IS SE OF MAYS LANDING, GO 10.5 MILES
 JU2883'S ON SHORE ROAD TO CROSS ROAD LEADING TO JEFFERS LANDING.  TURN
 JU2883'RIGHT ON OILED ROAD AND GO 1.2 MILES TO JEFFERS LANDING AND
 JU2883'STATION SITE.
 JU2883'
 JU2883'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JU2883'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 JU2883'
 JU2883'REFERENCE MARK NO. 2 IS 107.83 FEET OR 32.872 METERS NNW OF
 JU2883'STATION, 6 INCHES S OF SHED AND 6 INCHES FROM NW CORNER OF SHED,
 JU2883'(THE SHED IS BUILT ON BACK OF STORE.) MARK IS FLUSH WITH GROUND.
 JU2883'
 JU2883'REFERENCE MARK NO.1 IS 90.76 FEET OR 27.665 METERS ENE OF
 JU2883'STATION, 5 PACES SE OF 6-INCH CEDAR, 10 PACES ENE OF TOILET.  MARK
 JU2883'PROJECTS 4 INCHES.
 JU2883'
 JU2883'AZIMUTH MARK IS 0.25 MILE N OF STATION, 11 PACES NW CENTER LINE
 JU2883'OF ASPHALT ROAD.  AZIMUTH MARK PROJECTS 6 INCHES.
 JU2883'
 JU2883'A 90 FOOT TOWER WILL CLEAR ALL LINES.
 JU2883
 JU2883                          STATION RECOVERY (1950)
 JU2883
 JU2883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2883'STATION MARK AND REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 JU2883'AND FOUND TO BE CORRECT.  THE AZIMUTH MARK WAS NOT FOUND AFTER
 JU2883'AN HOUR SEARCH BY A TWO-MAN PARTY.  THE DIRECTION WAS OBSERVED
 JU2883'FROM THE STATION AND THE AREA PROBED WITH NO RESULTS.  THE
 JU2883'PUBLISHED DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 JU2883'
 JU2883'STATION MARK IS 100.0 FEET S OF THE SW CORNER OF THE CAFE, 68.0
 JU2883'FEET E OF THE MEAN HIGH-WATER LINE (MEASURED ON LINE WITH STATION
 JU2883'AND REFERENCE MARK 1), AND 49.8 FEET W OF AN OUTHOUSE AND 16.0
 JU2883'FEET SE OF A CEDAR TREE.
 JU2883'
 JU2883'REFERENCE MARK 2 IS 21.9 FEET S OF THE SW CORNER OF THE CAFE
 JU2883'AND 10.1 FEET SW OF THE SE CORNER OF THE CAFE.
 JU2883
 JU2883                          STATION RECOVERY (1983)
 JU2883
 JU2883'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JU2883'A BOAT BASIN HAS BEEN CONSTRUCTED IN THE AREA AND THE MARK SHOULD
 JU2883'BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4084 ***********************************************************************
 KV4084  DESIGNATION -  JEFF
 KV4084  PID         -  KV4084
 KV4084  STATE/COUNTY-  NJ/BERGEN
 KV4084  USGS QUAD   -  WEEHAWKEN (1995)
 KV4084
 KV4084                         *CURRENT SURVEY CONTROL
 KV4084  ___________________________________________________________________
 KV4084* NAD 83(1996)-  40 49 01.79538(N)    074 07 16.21606(W)     ADJUSTED  
 KV4084* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 KV4084  ___________________________________________________________________
 KV4084  LAPLACE CORR-           6.33  (seconds)                    DEFLEC99
 KV4084  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV4084
 KV4084  HORZ ORDER  -  THIRD
 KV4084
 KV4084.The horizontal coordinates were established by classical geodetic methods
 KV4084.and adjusted by the National Geodetic Survey in September 1999..
 KV4084
 KV4084.The orthometric height was scaled from a topographic map.
 KV4084
 KV4084.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4084
 KV4084.The geoid height was determined by GEOID03.
 KV4084
 KV4084;                    North         East     Units Scale Factor Converg.
 KV4084;SPC NJ       -   220,314.477   181,957.588   MT  0.99991257   +0 14 51.4
 KV4084;SPC NJ       -   722,815.08    596,972.52   sFT  0.99991257   +0 14 51.4
 KV4084;SPC NY L     -    72,242.536   289,777.179   MT  0.99999506   -0 04 45.3
 KV4084;SPC NY L     -   237,015.72    950,710.63   sFT  0.99999506   -0 04 45.3
 KV4084;UTM  18      - 4,518,832.561   574,115.145   MT  0.99966761   +0 34 28.1
 KV4084
 KV4084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4084!SPC NJ       -   1.00000258  x   0.99991257  =   0.99991515
 KV4084!SPC NY L     -   1.00000258  x   0.99999506  =   0.99999764
 KV4084!UTM  18      -   1.00000258  x   0.99966761  =   0.99967019
 KV4084
 KV4084|---------------------------------------------------------------------|
 KV4084| PID    Reference Object                     Distance      Geod. Az  |
 KV4084|                                                           dddmmss.s |
 KV4084| CB5212 JEFF RM 2                             8.997 METERS 03231     |
 KV4084| CB5211 JEFF RM 1                             7.254 METERS 13323     |
 KV4084| KV4134 BELLEVILLE WESTINGHSE LAMP CHY      APPROX. 2.5 KM 2343232.8 |
 KV4084| KV4133 BELLEVILLE WESTINGHSE LAMP TK       APPROX. 2.5 KM 2353335.1 |
 KV4084| KV4195 NUTLEY GRACE CHURCH SPIRE           APPROX. 2.2 KM 2760821.9 |
 KV4084| KV4187 DELAWANNA WALDRICK BLEACH CHIM      APPROX. 1.1 KM 3065344.8 |
 KV4084| KV4211 DELAWANNA GIVAUDAN DELAWA CHIM      APPROX. 1.6 KM 3312918.8 |
 KV4084| KV4210 DELAWANNA GIVAUDAN DELAWA TANK      APPROX. 1.6 KM 3320028.9 |
 KV4084| KV4207 DELAWANNA GOODLATTE OILCL TANK      APPROX. 1.9 KM 3353813.4 |
 KV4084|---------------------------------------------------------------------|
 KV4084
 KV4084                          SUPERSEDED SURVEY CONTROL
 KV4084
 KV4084  NAD 83(1996)-  40 49 01.79514(N)    074 07 16.21624(W) AD(       ) 3
 KV4084  NAD 83(1996)-  40 49 01.79057(N)    074 07 16.22219(W) AD(       ) 3
 KV4084  NAD 83(1992)-  40 49 01.79050(N)    074 07 16.22192(W) AD(       ) 3
 KV4084  NAD 83(1986)-  40 49 01.78930(N)    074 07 16.22172(W) AD(       ) 3
 KV4084  NAD 27      -  40 49 01.43200(N)    074 07 17.70400(W) AD(       ) 3
 KV4084
 KV4084.Superseded values are not recommended for survey control.
 KV4084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4084.See file dsdata.txt to determine how the superseded data were derived.
 KV4084
 KV4084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7411518833(NAD 83)
 KV4084_MARKER: DS = TRIANGULATION STATION DISK
 KV4084_SETTING: 0 = UNSPECIFIED SETTING
 KV4084
 KV4084  HISTORY     - Date     Condition        Report By
 KV4084  HISTORY     - 1933     MONUMENTED       CGS
 KV4084  HISTORY     - 1933     GOOD             CGS
 KV4084  HISTORY     - 1956     GOOD             CGS
 KV4084
 KV4084                          STATION DESCRIPTION
 KV4084
 KV4084'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4084'STATION IS E OF THE PASSAIC RIVER, IN LYNDHURST ON THE SE
 KV4084'CORNER OF LAKE AND LIVINGSTON AVENUES, ATOP THE JEFFERSON
 KV4084'SCHOOL (A 2-STORY, RED BRICK STRUCTURE, ERECTED IN 1917).  IT IS
 KV4084'LOCATED NEAR THE SW CORNER OF THE FLAT ROOF.
 KV4084'
 KV4084'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK STAMPED
 KV4084'JEFF-1933 SET IN THE TOP OF A DOME-SHAPED CONCRETE MONUMENT,
 KV4084'SECURED TO THE WOODEN ROOF WITH SPIKES.
 KV4084'
 KV4084'NO REFERENCE MARKS WERE PLACED.
 KV4084'
 KV4084'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4084'
 KV4084'NORMAL TO INSIDE EDGE OF W COPING 0.644 METERS
 KV4084'
 KV4084'NORMAL TO INSIDE EDGE OF S COPING 0.637 METERS
 KV4084'
 KV4084'TO SW INSIDE CORNER OF COPING 0.915 METERS
 KV4084'
 KV4084'THERE IS AMPLE ROOM BUT POOR FOOTING FOR CENTRAL TRIPOD
 KV4084'SET-UPS.  LEAD-BLOCK FOOTINGS ARE RECOMMENDED TO PROHIBIT LEG-SLIP
 KV4084'ON THE TAR AND GRAVEL ROOFING.  THE UNSTABLE ROOF NECESSITATES
 KV4084'AN OBSERVERS PLATFORM.
 KV4084'
 KV4084'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KV4084
 KV4084                          STATION RECOVERY (1933)
 KV4084
 KV4084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4084'RECOVERED AS ORIGINALLY DESCRIBED, WITH THE FOLLOWING EXCEPTIONS--
 KV4084'
 KV4084'TWO REFERENCE MARKS WERE PLACED.
 KV4084'
 KV4084'THEIR DISTANCES FROM STATION ARE AS FOLLOWS--
 KV4084'
 KV4084'TO R.M.NO.2 8.124 METERS
 KV4084'
 KV4084'TO R.M.NO.1 7.233 METERS
 KV4084
 KV4084                          STATION RECOVERY (1956)
 KV4084
 KV4084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 KV4084'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 KV4084'CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4263 ***********************************************************************
 KV4263  DESIGNATION -  JERSEY CITY BRUNSWK LAUND CHIM
 KV4263  PID         -  KV4263
 KV4263  STATE/COUNTY-  NJ/HUDSON
 KV4263  USGS QUAD   -  JERSEY CITY (1981)
 KV4263
 KV4263                         *CURRENT SURVEY CONTROL
 KV4263  ___________________________________________________________________
 KV4263* NAD 83(1996)-  40 44 18.25780(N)    074 03 50.40512(W)     ADJUSTED  
 KV4263* NAVD 88     -                                                        
 KV4263  ___________________________________________________________________
 KV4263  LAPLACE CORR-           6.06  (seconds)                    DEFLEC99
 KV4263  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KV4263
 KV4263  HORZ ORDER  -  THIRD
 KV4263
 KV4263.The horizontal coordinates were established by classical geodetic methods
 KV4263.and adjusted by the National Geodetic Survey in September 1999..
 KV4263
 KV4263
 KV4263.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4263
 KV4263.The geoid height was determined by GEOID03.
 KV4263
 KV4263;                    North         East     Units Scale Factor Converg.
 KV4263;SPC NJ       -   211,591.413   186,823.841   MT  0.99991668   +0 17 04.3
 KV4263;SPC NJ       -   694,196.16    612,937.89   sFT  0.99991668   +0 17 04.3
 KV4263;SPC NY L     -    63,491.161   294,594.013   MT  0.99999679   -0 02 30.7
 KV4263;SPC NY L     -   208,303.92    966,513.86   sFT  0.99999679   -0 02 30.7
 KV4263;UTM  18      - 4,510,139.485   579,029.849   MT  0.99967687   +0 36 39.1
 KV4263
 KV4263                          SUPERSEDED SURVEY CONTROL
 KV4263
 KV4263  NAD 83(1996)-  40 44 18.25779(N)    074 03 50.40522(W) AD(       ) 4
 KV4263  NAD 83(1996)-  40 44 18.25733(N)    074 03 50.40662(W) AD(       ) 4
 KV4263  NAD 83(1992)-  40 44 18.25669(N)    074 03 50.40752(W) AD(       ) 4
 KV4263  NAD 83(1986)-  40 44 18.25808(N)    074 03 50.40756(W) AD(       ) 4
 KV4263  NAD 27      -  40 44 17.89200(N)    074 03 51.89700(W) AD(       ) 3
 KV4263
 KV4263.Superseded values are not recommended for survey control.
 KV4263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4263.See file dsdata.txt to determine how the superseded data were derived.
 KV4263
 KV4263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7903010139(NAD 83)
 KV4263_MARKER: 85 = CHIMNEY
 KV4263
 KV4263  HISTORY     - Date     Condition        Report By
 KV4263  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4263  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV4263
 KV4263                          STATION DESCRIPTION
 KV4263
 KV4263'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4263'THE LARGE CHIMNEY, E OF THE HACKENSACK RIVER IN JERSEY CITY ON
 KV4263'THE E SIDE OF LIBERTY AVENUE BETWEEN ST. PAULS AVENUE AND THE NEW
 KV4263'VIADUCT TO NEWARK, ON THE PROPERTY OF THE BRUNSWICK LAUNDRY,
 KV4263'RISING ABOVE THE ROOF AT THE NE CORNER OF THE RED BRICK POWER
 KV4263'HOUSE.  IT IS A RED BRICK, FANCY-TOP, CHIMNEY (20-FOOT BASE
 KV4263'DIAMETER) WITH BRUNSWICK LAUNDRY LETTERED VERTICALLY IN WHITE
 KV4263'BRICK ON ITS SIDE.
 KV4263'
 KV4263'THE STATION IS THE CHIMNEY TOP 205 FEET ABOVE GROUND.
 KV4263
 KV4263                          STATION RECOVERY (1989)
 KV4263
 KV4263'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV4263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4308 ***********************************************************************
 KV4308  DESIGNATION -  JERSEY CITY COLGAT PALM S CHIM
 KV4308  PID         -  KV4308
 KV4308  STATE/COUNTY-  NJ/HUDSON
 KV4308  USGS QUAD   -  JERSEY CITY (1981)
 KV4308
 KV4308                         *CURRENT SURVEY CONTROL
 KV4308  ___________________________________________________________________
 KV4308* NAD 83(1996)-  40 42 52.22003(N)    074 02 05.93655(W)     ADJUSTED  
 KV4308* NAVD 88     -                                                        
 KV4308  ___________________________________________________________________
 KV4308  LAPLACE CORR-           5.25  (seconds)                    DEFLEC99
 KV4308  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KV4308
 KV4308  HORZ ORDER  -  THIRD
 KV4308
 KV4308.The horizontal coordinates were established by classical geodetic methods
 KV4308.and adjusted by the National Geodetic Survey in September 1999..
 KV4308
 KV4308
 KV4308.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4308
 KV4308.The geoid height was determined by GEOID03.
 KV4308
 KV4308;                    North         East     Units Scale Factor Converg.
 KV4308;SPC NJ       -   208,950.249   189,288.810   MT  0.99991899   +0 18 12.0
 KV4308;SPC NJ       -   685,530.94    621,025.04   sFT  0.99991899   +0 18 12.0
 KV4308;SPC NY L     -    60,835.790   297,044.095   MT  0.99999769   -0 01 22.4
 KV4308;SPC NY L     -   199,592.09    974,552.17   sFT  0.99999769   -0 01 22.4
 KV4308;UTM  18      - 4,507,513.026   581,509.226   MT  0.99968177   +0 37 46.2
 KV4308
 KV4308                          SUPERSEDED SURVEY CONTROL
 KV4308
 KV4308  NAD 83(1996)-  40 42 52.22001(N)    074 02 05.93655(W) AD(       ) 4
 KV4308  NAD 83(1996)-  40 42 52.21955(N)    074 02 05.93696(W) AD(       ) 4
 KV4308  NAD 83(1992)-  40 42 52.21882(N)    074 02 05.93731(W) AD(       ) 4
 KV4308  NAD 83(1986)-  40 42 52.22042(N)    074 02 05.93790(W) AD(       ) 4
 KV4308  NAD 27      -  40 42 51.85300(N)    074 02 07.42800(W) AD(       ) 3
 KV4308
 KV4308.Superseded values are not recommended for survey control.
 KV4308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4308.See file dsdata.txt to determine how the superseded data were derived.
 KV4308
 KV4308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8150907513(NAD 83)
 KV4308_MARKER: 85 = CHIMNEY
 KV4308
 KV4308  HISTORY     - Date     Condition        Report By
 KV4308  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4308
 KV4308                          STATION DESCRIPTION
 KV4308
 KV4308'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4308'THE SOUTHERLY OF PROMINENT TWIN CHIMNEYS, W OF THE HUDSON RIVER,
 KV4308'IN JERSEY CITY ON THE NW CORNER OF SUSSEX AND HUDSON STREETS,
 KV4308'APPROXIMATELY 1/5 MILE FROM THE WATERFRONT, ON THE PROPERTY OF
 KV4308'THE COLGATE PALMOLIVE PEET COMPANY, RISING FROM THE ROOF OF A
 KV4308'3-STORY, RED-BRICK BUILDING.  IT IS A TALL, RED-BRICK CHIMNEY,
 KV4308'24 FEET BASE DIAMETER AND 12 FEET TOP DIAMETER.
 KV4308'
 KV4308'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 275 FEET ABOVE
 KV4308'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4309 ***********************************************************************
 KV4309  DESIGNATION -  JERSEY CITY COLGAT PALM N CHIM
 KV4309  PID         -  KV4309
 KV4309  STATE/COUNTY-  NJ/HUDSON
 KV4309  USGS QUAD   -  JERSEY CITY (1981)
 KV4309
 KV4309                         *CURRENT SURVEY CONTROL
 KV4309  ___________________________________________________________________
 KV4309* NAD 83(1996)-  40 42 52.58454(N)    074 02 06.44779(W)     ADJUSTED  
 KV4309* NAVD 88     -                                                        
 KV4309  ___________________________________________________________________
 KV4309  LAPLACE CORR-           5.25  (seconds)                    DEFLEC99
 KV4309  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KV4309
 KV4309  HORZ ORDER  -  THIRD
 KV4309
 KV4309.The horizontal coordinates were established by classical geodetic methods
 KV4309.and adjusted by the National Geodetic Survey in September 1999..
 KV4309
 KV4309
 KV4309.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4309
 KV4309.The geoid height was determined by GEOID03.
 KV4309
 KV4309;                    North         East     Units Scale Factor Converg.
 KV4309;SPC NJ       -   208,961.429   189,276.752   MT  0.99991898   +0 18 11.7
 KV4309;SPC NJ       -   685,567.62    620,985.48   sFT  0.99991898   +0 18 11.7
 KV4309;SPC NY L     -    60,847.039   297,032.100   MT  0.99999768   -0 01 22.7
 KV4309;SPC NY L     -   199,628.99    974,512.81   sFT  0.99999768   -0 01 22.7
 KV4309;UTM  18      - 4,507,524.134   581,497.108   MT  0.99968175   +0 37 45.9
 KV4309
 KV4309                          SUPERSEDED SURVEY CONTROL
 KV4309
 KV4309  NAD 83(1996)-  40 42 52.58452(N)    074 02 06.44779(W) AD(       ) 4
 KV4309  NAD 83(1996)-  40 42 52.58406(N)    074 02 06.44821(W) AD(       ) 4
 KV4309  NAD 83(1992)-  40 42 52.58333(N)    074 02 06.44856(W) AD(       ) 4
 KV4309  NAD 83(1986)-  40 42 52.58494(N)    074 02 06.44917(W) AD(       ) 4
 KV4309  NAD 27      -  40 42 52.21700(N)    074 02 07.94000(W) AD(       ) 3
 KV4309
 KV4309.Superseded values are not recommended for survey control.
 KV4309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4309.See file dsdata.txt to determine how the superseded data were derived.
 KV4309
 KV4309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8149707524(NAD 83)
 KV4309_MARKER: 85 = CHIMNEY
 KV4309
 KV4309  HISTORY     - Date     Condition        Report By
 KV4309  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4309
 KV4309                          STATION DESCRIPTION
 KV4309
 KV4309'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4309'THE NORTHERLY OF PROMINENT TWIN CHIMNEYS, W OF THE HUDSON RIVER, IN
 KV4309'JERSEY CITY ON THE NW CORNER OF SUSSEX AND HUDSON STREETS,
 KV4309'APPROXIMATELY 1/5 MILE FROM THE WATERFRONT, ON THE PROPERTY OF
 KV4309'THE COLGATE PALMOLIVE PEET COMPANY, RISING FROM THE ROOF OF A
 KV4309'3-STORY, RED-BRICK BUILDING.  IT IS A TALL, RED-BRICK CHIMNEY,
 KV4309'24 FEET BASE DIAMETER AND 12 FEET TOP DIAMETER.
 KV4309'
 KV4309'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 275 FEET ABOVE
 KV4309'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4338 ***********************************************************************
 KV4338  DESIGNATION -  JERSEY CITY ERIE RR TERM CHIM
 KV4338  PID         -  KV4338
 KV4338  STATE/COUNTY-  NJ/HUDSON
 KV4338  USGS QUAD   -  JERSEY CITY (1981)
 KV4338
 KV4338                         *CURRENT SURVEY CONTROL
 KV4338  ___________________________________________________________________
 KV4338* NAD 83(1996)-  40 43 39.62374(N)    074 02 16.07725(W)     ADJUSTED  
 KV4338* NAVD 88     -                                                        
 KV4338  ___________________________________________________________________
 KV4338  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 KV4338  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KV4338
 KV4338  HORZ ORDER  -  THIRD
 KV4338
 KV4338.The horizontal coordinates were established by classical geodetic methods
 KV4338.and adjusted by the National Geodetic Survey in September 1999..
 KV4338
 KV4338
 KV4338.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4338
 KV4338.The geoid height was determined by GEOID03.
 KV4338
 KV4338;                    North         East     Units Scale Factor Converg.
 KV4338;SPC NJ       -   210,411.107   189,043.121   MT  0.99991876   +0 18 05.7
 KV4338;SPC NJ       -   690,323.77    620,218.97   sFT  0.99991876   +0 18 05.7
 KV4338;SPC NY L     -    62,298.139   296,806.710   MT  0.99999717   -0 01 29.0
 KV4338;SPC NY L     -   204,389.81    973,773.35   sFT  0.99999717   -0 01 29.0
 KV4338;UTM  18      - 4,508,972.115   581,255.284   MT  0.99968126   +0 37 40.2
 KV4338
 KV4338                          SUPERSEDED SURVEY CONTROL
 KV4338
 KV4338  NAD 83(1996)-  40 43 39.62372(N)    074 02 16.07722(W) AD(       ) 4
 KV4338  NAD 83(1996)-  40 43 39.62331(N)    074 02 16.07747(W) AD(       ) 4
 KV4338  NAD 83(1992)-  40 43 39.62260(N)    074 02 16.07770(W) AD(       ) 4
 KV4338  NAD 83(1986)-  40 43 39.62428(N)    074 02 16.07910(W) AD(       ) 4
 KV4338  NAD 27      -  40 43 39.25700(N)    074 02 17.56700(W) AD(       ) 3
 KV4338
 KV4338.Superseded values are not recommended for survey control.
 KV4338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4338.See file dsdata.txt to determine how the superseded data were derived.
 KV4338
 KV4338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8125508972(NAD 83)
 KV4338_MARKER: 85 = CHIMNEY
 KV4338
 KV4338  HISTORY     - Date     Condition        Report By
 KV4338  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4338  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV4338
 KV4338                          STATION DESCRIPTION
 KV4338
 KV4338'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4338'THE CHIMNEY W OF THE HUDSON RIVER, IN JERSEY CITY ON THE SE
 KV4338'CORNER OF 9TH AND PROVOST STREETS, IN THE ERIE RAILROAD TERMINAL,
 KV4338'RISING JUST N OF THE POWER HOUSE.  IT IS A RED-BRICK CHIMNEY 5.8
 KV4338'METERS BASE DIAMETER HAVING ERIE RAILROAD IN WHITE BRICK ON ITS
 KV4338'NE SIDE.
 KV4338'
 KV4338'THE STATION IS THE CHIMNEY TOP, APROXIMATELY 160 FEET ABOVE
 KV4338'GROUND.
 KV4338
 KV4338                          STATION RECOVERY (1989)
 KV4338
 KV4338'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV4338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4251 ***********************************************************************
 KV4251  DESIGNATION -  JERSEY CITY GAS ELEC W CHIMNEY
 KV4251  PID         -  KV4251
 KV4251  STATE/COUNTY-  NJ/HUDSON
 KV4251  USGS QUAD   -  JERSEY CITY (1981)
 KV4251
 KV4251                         *CURRENT SURVEY CONTROL
 KV4251  ___________________________________________________________________
 KV4251* NAD 83(1996)-  40 44 45.70341(N)    074 04 24.75523(W)     ADJUSTED  
 KV4251* NAVD 88     -                                                        
 KV4251  ___________________________________________________________________
 KV4251  LAPLACE CORR-           6.43  (seconds)                    DEFLEC99
 KV4251  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KV4251
 KV4251  HORZ ORDER  -  THIRD
 KV4251
 KV4251.The horizontal coordinates were established by classical geodetic methods
 KV4251.and adjusted by the National Geodetic Survey in September 1999..
 KV4251
 KV4251
 KV4251.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4251
 KV4251.The geoid height was determined by GEOID03.
 KV4251
 KV4251;                    North         East     Units Scale Factor Converg.
 KV4251;SPC NJ       -   212,433.987   186,013.847   MT  0.99991596   +0 16 42.1
 KV4251;SPC NJ       -   696,960.51    610,280.43   sFT  0.99991596   +0 16 42.1
 KV4251;SPC NY L     -    64,338.403   293,788.768   MT  0.99999654   -0 02 53.2
 KV4251;SPC NY L     -   211,083.58    963,871.98   sFT  0.99999654   -0 02 53.2
 KV4251;UTM  18      - 4,510,977.229   578,215.266   MT  0.99967530   +0 36 17.0
 KV4251
 KV4251                          SUPERSEDED SURVEY CONTROL
 KV4251
 KV4251  NAD 83(1996)-  40 44 45.70329(N)    074 04 24.75533(W) AD(       ) 4
 KV4251  NAD 83(1996)-  40 44 45.70236(N)    074 04 24.75686(W) AD(       ) 4
 KV4251  NAD 83(1992)-  40 44 45.70166(N)    074 04 24.75797(W) AD(       ) 4
 KV4251  NAD 83(1986)-  40 44 45.70260(N)    074 04 24.75676(W) AD(       ) 4
 KV4251  NAD 27      -  40 44 45.34100(N)    074 04 26.24700(W) AD(       ) 3
 KV4251
 KV4251.Superseded values are not recommended for survey control.
 KV4251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4251.See file dsdata.txt to determine how the superseded data were derived.
 KV4251
 KV4251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7821510977(NAD 83)
 KV4251_MARKER: 85 = CHIMNEY
 KV4251
 KV4251  HISTORY     - Date     Condition        Report By
 KV4251  HISTORY     - 1914     FIRST OBSERVED   CGS
 KV4251  HISTORY     - 1932     GOOD             CGS
 KV4251  HISTORY     - 20010419 GOOD             USPSQD
 KV4251
 KV4251                          STATION DESCRIPTION
 KV4251
 KV4251'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4251'STATION RECOVERED IN GOOD CONDITION, NO DESCRIPTION AVAILABLE.
 KV4251'
 KV4251'STATION IS THE MOST WESTERLY OF A ROW OF SIX EVENLY-SPACED
 KV4251'CHIMNEYS ON THE E SIDE OF THE HACKENSACK RIVER, IN JERSEY CITY,
 KV4251'AT THE INTERSECTION OF DUFFIELD AND VAN KUEREN AVENUES, ON THE
 KV4251'PROPERTY OF THE MARION PLANT OF THE PUBLIC SERVICE GAS AND
 KV4251'ELECTRIC COMPANY, RISING FROM THE GROUND JUST N OF THE RED BRICK
 KV4251'GENERATING STATION (THE LARGEST AND MOST NORTHERLY BUILDING IN
 KV4251'THE PLANT, AND THE LONGEST IN THIS SECTION OF JERSEY CITY).  IT
 KV4251'IS A YELLOW BRICK CHIMNEY.
 KV4251'
 KV4251'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 225 FEET ABOVE
 KV4251'THE GROUND.
 KV4251
 KV4251                          STATION RECOVERY (2001)
 KV4251
 KV4251'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV4251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4278 ***********************************************************************
 KV4278  DESIGNATION -  JERSEY CITY GAS ELEC E CHIMNEY
 KV4278  PID         -  KV4278
 KV4278  STATE/COUNTY-  NJ/HUDSON
 KV4278  USGS QUAD   -  JERSEY CITY (1981)
 KV4278
 KV4278                         *CURRENT SURVEY CONTROL
 KV4278  ___________________________________________________________________
 KV4278* NAD 83(1996)-  40 44 43.59037(N)    074 04 20.55848(W)     ADJUSTED  
 KV4278* NAVD 88     -                                                        
 KV4278  ___________________________________________________________________
 KV4278  LAPLACE CORR-           6.41  (seconds)                    DEFLEC99
 KV4278  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KV4278
 KV4278  HORZ ORDER  -  THIRD
 KV4278
 KV4278.The horizontal coordinates were established by classical geodetic methods
 KV4278.and adjusted by the National Geodetic Survey in September 1999..
 KV4278
 KV4278
 KV4278.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4278
 KV4278.The geoid height was determined by GEOID03.
 KV4278
 KV4278;                    North         East     Units Scale Factor Converg.
 KV4278;SPC NJ       -   212,369.291   186,112.613   MT  0.99991605   +0 16 44.8
 KV4278;SPC NJ       -   696,748.25    610,604.46   sFT  0.99991605   +0 16 44.8
 KV4278;SPC NY L     -    64,273.141   293,887.172   MT  0.99999656   -0 02 50.4
 KV4278;SPC NY L     -   210,869.46    964,194.83   sFT  0.99999656   -0 02 50.4
 KV4278;UTM  18      - 4,510,913.112   578,314.374   MT  0.99967549   +0 36 19.8
 KV4278
 KV4278                          SUPERSEDED SURVEY CONTROL
 KV4278
 KV4278  NAD 83(1996)-  40 44 43.59022(N)    074 04 20.55855(W) AD(       ) 4
 KV4278  NAD 83(1996)-  40 44 43.58909(N)    074 04 20.55985(W) AD(       ) 4
 KV4278  NAD 83(1992)-  40 44 43.58827(N)    074 04 20.56114(W) AD(       ) 4
 KV4278  NAD 83(1986)-  40 44 43.58881(N)    074 04 20.55954(W) AD(       ) 4
 KV4278  NAD 27      -  40 44 43.22500(N)    074 04 22.04700(W) AD(       ) 3
 KV4278
 KV4278.Superseded values are not recommended for survey control.
 KV4278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4278.See file dsdata.txt to determine how the superseded data were derived.
 KV4278
 KV4278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7831410913(NAD 83)
 KV4278_MARKER: 85 = CHIMNEY
 KV4278
 KV4278  HISTORY     - Date     Condition        Report By
 KV4278  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4278  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV4278
 KV4278                          STATION DESCRIPTION
 KV4278
 KV4278'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4278'THE MOST EASTERLY OF A ROW OF SIX EVENLY-SPACED CHIMNEYS, ON THE E
 KV4278'SIDE OF THE HACKENSACK RIVER IN JERSEY CITY, AT THE INTERSECTION
 KV4278'OF DUFFIELD AND VAN KUEREN AVENUES, ON THE PROPERTY OF THE
 KV4278'MARION PLANT OF THE PUBLIC SERVICE GAS AND ELECTRIC COMPANY,
 KV4278'RISING FROM THE GROUND JUST N OF THE RED-BRICK GENERATING STATION
 KV4278'(THE LARGEST BUILDING IN THE PLANT AND THE LONGEST IN THIS
 KV4278'SECTION OF JERSEY CITY).  IT IS A YELLOW BRICK CHIMNEY.
 KV4278'
 KV4278'THE STATION IS THE CHIMNEY TOP APPROXIMATELY 225 FEET ABOVE
 KV4278'GROUND.
 KV4278
 KV4278                          STATION RECOVERY (1989)
 KV4278
 KV4278'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV4278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4262 ***********************************************************************
 KV4262  DESIGNATION -  JERSEY CITY GAS W END GAS TANK
 KV4262  PID         -  KV4262
 KV4262  STATE/COUNTY-  NJ/HUDSON
 KV4262  USGS QUAD   -  JERSEY CITY (1981)
 KV4262
 KV4262                         *CURRENT SURVEY CONTROL
 KV4262  ___________________________________________________________________
 KV4262* NAD 83(1996)-  40 44 22.90223(N)    074 04 26.20489(W)     ADJUSTED  
 KV4262* NAVD 88     -                                                        
 KV4262  ___________________________________________________________________
 KV4262  LAPLACE CORR-           6.29  (seconds)                    DEFLEC99
 KV4262  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KV4262
 KV4262  HORZ ORDER  -  THIRD
 KV4262
 KV4262.The horizontal coordinates were established by classical geodetic methods
 KV4262.and adjusted by the National Geodetic Survey in September 1999..
 KV4262
 KV4262
 KV4262.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4262
 KV4262.The geoid height was determined by GEOID03.
 KV4262
 KV4262;                    North         East     Units Scale Factor Converg.
 KV4262;SPC NJ       -   211,730.543   185,983.254   MT  0.99991593   +0 16 41.0
 KV4262;SPC NJ       -   694,652.62    610,180.06   sFT  0.99991593   +0 16 41.0
 KV4262;SPC NY L     -    63,635.088   293,754.165   MT  0.99999675   -0 02 54.1
 KV4262;SPC NY L     -   208,776.12    963,758.46   sFT  0.99999675   -0 02 54.1
 KV4262;UTM  18      - 4,510,273.791   578,188.686   MT  0.99967525   +0 36 15.8
 KV4262
 KV4262                          SUPERSEDED SURVEY CONTROL
 KV4262
 KV4262  NAD 83(1996)-  40 44 22.90225(N)    074 04 26.20501(W) AD(       ) 4
 KV4262  NAD 83(1996)-  40 44 22.90145(N)    074 04 26.20646(W) AD(       ) 4
 KV4262  NAD 83(1992)-  40 44 22.90091(N)    074 04 26.20731(W) AD(       ) 4
 KV4262  NAD 83(1986)-  40 44 22.90316(N)    074 04 26.20800(W) AD(       ) 4
 KV4262  NAD 27      -  40 44 22.53500(N)    074 04 27.69600(W) AD(       ) 3
 KV4262
 KV4262.Superseded values are not recommended for survey control.
 KV4262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4262.See file dsdata.txt to determine how the superseded data were derived.
 KV4262
 KV4262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7818910274(NAD 83)
 KV4262_MARKER: 51 = TANK
 KV4262
 KV4262  HISTORY     - Date     Condition        Report By
 KV4262  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4262  HISTORY     - 1989     GOOD             USPSQD
 KV4262
 KV4262                          STATION DESCRIPTION
 KV4262
 KV4262'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4262'THE LARGEST OF A GROUP OF THREE GAS TANKS, IN JERSEY CITY, NEAR
 KV4262'THE BEND OF THE HACKENSACK RIVER ON THE E SIDE OF HALSEY STREET
 KV4262'BETWEEN ST. PAULS AND HOWELL STREETS, IN THE PROPERTY OF THE PUBLIC
 KV4262'SERVICE ELECTRIC AND GAS COMPANY (KNOWN AS THE WEST END GAS
 KV4262'WORKS).  IT IS A BROWN, STEEL, EXPANSION-TYPE, GAS HOLDER (191
 KV4262'FEET DIAMETER) KNOWN AS TANK NO. 2, WITH BROWN, STEEL
 KV4262'SUPERSTRUCTURE.
 KV4262'
 KV4262'THE STATION IS THE TOP-CENTER OF THE TANK, 237 FEET ABOVE GROUND.
 KV4262
 KV4262                          STATION RECOVERY (1989)
 KV4262
 KV4262'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV4262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4291 ***********************************************************************
 KV4291  DESIGNATION -  JERSEY CITY GERMAN LUTH CH
 KV4291  PID         -  KV4291
 KV4291  STATE/COUNTY-  NJ/HUDSON
 KV4291  USGS QUAD   -  JERSEY CITY (1981)
 KV4291
 KV4291                         *CURRENT SURVEY CONTROL
 KV4291  ___________________________________________________________________
 KV4291* NAD 83(1996)-  40 42 06.69464(N)    074 05 33.73556(W)     ADJUSTED  
 KV4291* NAVD 88     -                                                        
 KV4291  ___________________________________________________________________
 KV4291  LAPLACE CORR-           5.69  (seconds)                    DEFLEC99
 KV4291  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KV4291
 KV4291  HORZ ORDER  -  THIRD
 KV4291
 KV4291.The horizontal coordinates were established by classical geodetic methods
 KV4291.and adjusted by the National Geodetic Survey in September 1999..
 KV4291
 KV4291
 KV4291.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4291
 KV4291.The geoid height was determined by GEOID03.
 KV4291
 KV4291;                    North         East     Units Scale Factor Converg.
 KV4291;SPC NJ       -   207,521.858   184,418.446   MT  0.99991458   +0 15 56.2
 KV4291;SPC NJ       -   680,844.63    605,046.18   sFT  0.99991458   +0 15 56.2
 KV4291;SPC NY L     -    59,435.039   292,165.280   MT  0.99999823   -0 03 38.3
 KV4291;SPC NY L     -   194,996.46    958,545.59   sFT  0.99999823   -0 03 38.3
 KV4291;UTM  18      - 4,506,057.284   576,648.237   MT  0.99967231   +0 35 30.1
 KV4291
 KV4291                          SUPERSEDED SURVEY CONTROL
 KV4291
 KV4291  NAD 83(1996)-  40 42 06.69456(N)    074 05 33.73569(W) AD(       ) 4
 KV4291  NAD 83(1996)-  40 42 06.69336(N)    074 05 33.73738(W) AD(       ) 4
 KV4291  NAD 83(1992)-  40 42 06.69285(N)    074 05 33.73817(W) AD(       ) 4
 KV4291  NAD 83(1986)-  40 42 06.69274(N)    074 05 33.73872(W) AD(       ) 4
 KV4291  NAD 27      -  40 42 06.32400(N)    074 05 35.23100(W) AD(       ) 3
 KV4291
 KV4291.Superseded values are not recommended for survey control.
 KV4291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4291.See file dsdata.txt to determine how the superseded data were derived.
 KV4291
 KV4291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7664806057(NAD 83)
 KV4291_MARKER: 90 = CHURCH SPIRE
 KV4291
 KV4291  HISTORY     - Date     Condition        Report By
 KV4291  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4291  HISTORY     - 1932     GOOD             CGS
 KV4291
 KV4291                          STATION DESCRIPTION
 KV4291
 KV4291'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4291'STATION RECOVERED IN GOOD CONDITION, NO DESCRIPTION AVAILABLE.
 KV4291'
 KV4291'THIS STATION IS IN JERSEY CITY, ON THE SW CORNER OF HUDSON
 KV4291'BOULEVARD AND MC ADOO AVENUE, ATOP THE GERMAN LUTHERAN CHURCH (AN
 KV4291'IRREGULARLY-SHAPED, RED BRICK STRUCTURE).  IT IS THE OCTAGONAL,
 KV4291'GREY, SLATE-ROOFED SPIRE, RISING FROM A TOWER ON THE NE CORNER
 KV4291'OF THE CHURCH.
 KV4291'
 KV4291'THE STATION IS THE SPIRE APEX, APPROXIMATELY 150 FEET ABOVE
 KV4291'THE GROUND.
 KV4291'
 KV4291'NO REFERENCE MARKS WERE PLACED AT ANY TIME, NOR WERE ANY
 KV4291'REFERENCE MEASUREMENTS TAKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4354 ***********************************************************************
 KV4354  DESIGNATION -  JERSEY CITY HUDSON CO CTHSE
 KV4354  PID         -  KV4354
 KV4354  STATE/COUNTY-  NJ/HUDSON
 KV4354  USGS QUAD   -  JERSEY CITY (1981)
 KV4354
 KV4354                         *CURRENT SURVEY CONTROL
 KV4354  ___________________________________________________________________
 KV4354* NAD 83(1996)-  40 43 53.81886(N)    074 03 26.98581(W)     ADJUSTED  
 KV4354* NAVD 88     -                                                        
 KV4354  ___________________________________________________________________
 KV4354  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 KV4354  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KV4354
 KV4354  HORZ ORDER  -  THIRD
 KV4354
 KV4354.The horizontal coordinates were established by classical geodetic methods
 KV4354.and adjusted by the National Geodetic Survey in September 1999..
 KV4354
 KV4354
 KV4354.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4354
 KV4354.The geoid height was determined by GEOID03.
 KV4354
 KV4354;                    North         East     Units Scale Factor Converg.
 KV4354;SPC NJ       -   210,840.369   187,377.076   MT  0.99991719   +0 17 19.5
 KV4354;SPC NJ       -   691,732.11    614,752.96   sFT  0.99991719   +0 17 19.5
 KV4354;SPC NY L     -    62,736.917   295,143.004   MT  0.99999703   -0 02 15.4
 KV4354;SPC NY L     -   205,829.37    968,315.01   sFT  0.99999703   -0 02 15.4
 KV4354;UTM  18      - 4,509,391.782   579,587.219   MT  0.99967796   +0 36 54.1
 KV4354
 KV4354                          SUPERSEDED SURVEY CONTROL
 KV4354
 KV4354  NAD 83(1996)-  40 43 53.81885(N)    074 03 26.98582(W) AD(       ) 4
 KV4354  NAD 83(1996)-  40 43 53.81851(N)    074 03 26.98640(W) AD(       ) 4
 KV4354  NAD 83(1992)-  40 43 53.81788(N)    074 03 26.98675(W) AD(       ) 4
 KV4354  NAD 83(1986)-  40 43 53.81893(N)    074 03 26.98824(W) AD(       ) 4
 KV4354  NAD 27      -  40 43 53.44700(N)    074 03 28.48900(W) AD(       ) 3
 KV4354
 KV4354.Superseded values are not recommended for survey control.
 KV4354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4354.See file dsdata.txt to determine how the superseded data were derived.
 KV4354
 KV4354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7958709392(NAD 83)
 KV4354_MARKER: 87 = DOME
 KV4354
 KV4354  HISTORY     - Date     Condition        Report By
 KV4354  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4354  HISTORY     - 20051113 GOOD             GEOCAC
 KV4354
 KV4354                          STATION DESCRIPTION
 KV4354
 KV4354'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4354'STATION IS THE FAIRLY PROMINENT DOME, W OF THE HUDSON RIVER, IN
 KV4354'JERSEY CITY ON THE W SIDE OF BALDWIN AVENUE BETWEEN PAVONIA
 KV4354'AND NEWARK AVENUES (OCCUPYING THE ENTIRE BLOCK) ATOP THE
 KV4354'HUDSON COUNTY COURTHOUSE, RISING CENTRALLY FROM THIS 4-STORY,
 KV4354'SYMMETRICAL, GRAY-STONE, BUILDING.  IT IS AN OCTAGONAL,
 KV4354'COOPERSHEATHED DOME.
 KV4354'
 KV4354'THE STATION IS THE URN-SHAPED FINIAL AT THE DOME APEX.
 KV4354
 KV4354                          STATION RECOVERY (2005)
 KV4354
 KV4354'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV4354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4287 ***********************************************************************
 KV4287  DESIGNATION -  JERSEY CITY K AND E HIGHEST TK
 KV4287  PID         -  KV4287
 KV4287  STATE/COUNTY-  NJ/HUDSON
 KV4287  USGS QUAD   -  JERSEY CITY (1981)
 KV4287
 KV4287                         *CURRENT SURVEY CONTROL
 KV4287  ___________________________________________________________________
 KV4287* NAD 83(1996)-  40 44 35.30276(N)    074 01 59.92205(W)     ADJUSTED  
 KV4287* NAVD 88     -                                                        
 KV4287  ___________________________________________________________________
 KV4287  LAPLACE CORR-           5.56  (seconds)                    DEFLEC99
 KV4287  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KV4287
 KV4287  HORZ ORDER  -  THIRD
 KV4287
 KV4287.The horizontal coordinates were established by classical geodetic methods
 KV4287.and adjusted by the National Geodetic Survey in September 1999..
 KV4287
 KV4287
 KV4287.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4287
 KV4287.The geoid height was determined by GEOID03.
 KV4287
 KV4287;                    North         East     Units Scale Factor Converg.
 KV4287;SPC NJ       -   212,130.473   189,413.068   MT  0.99991911   +0 18 16.5
 KV4287;SPC NJ       -   695,964.73    621,432.71   sFT  0.99991911   +0 18 16.5
 KV4287;SPC NY L     -    64,015.504   297,186.473   MT  0.99999663   -0 01 18.4
 KV4287;SPC NY L     -   210,024.20    975,019.29   sFT  0.99999663   -0 01 18.4
 KV4287;UTM  18      - 4,510,693.152   581,615.347   MT  0.99968199   +0 37 51.5
 KV4287
 KV4287                          SUPERSEDED SURVEY CONTROL
 KV4287
 KV4287  NAD 83(1996)-  40 44 35.30272(N)    074 01 59.92210(W) AD(       ) 4
 KV4287  NAD 83(1996)-  40 44 35.30232(N)    074 01 59.92295(W) AD(       ) 4
 KV4287  NAD 83(1992)-  40 44 35.30161(N)    074 01 59.92334(W) AD(       ) 4
 KV4287  NAD 83(1986)-  40 44 35.30408(N)    074 01 59.92352(W) AD(       ) 4
 KV4287  NAD 27      -  40 44 34.94000(N)    074 02 01.41000(W) AD(       ) 3
 KV4287
 KV4287.Superseded values are not recommended for survey control.
 KV4287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4287.See file dsdata.txt to determine how the superseded data were derived.
 KV4287
 KV4287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8161510693(NAD 83)
 KV4287_MARKER: 51 = TANK
 KV4287
 KV4287  HISTORY     - Date     Condition        Report By
 KV4287  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4287
 KV4287                          STATION DESCRIPTION
 KV4287
 KV4287'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4352 ***********************************************************************
 KV4352  DESIGNATION -  JERSEY CITY LABOR BLDG AERO BN
 KV4352  PID         -  KV4352
 KV4352  STATE/COUNTY-  NJ/HUDSON
 KV4352  USGS QUAD   -  JERSEY CITY (1981)
 KV4352
 KV4352                         *CURRENT SURVEY CONTROL
 KV4352  ___________________________________________________________________
 KV4352* NAD 83(1996)-  40 43 49.68342(N)    074 03 49.33798(W)     ADJUSTED  
 KV4352* NAVD 88     -                                                        
 KV4352  ___________________________________________________________________
 KV4352  LAPLACE CORR-           5.84  (seconds)                    DEFLEC99
 KV4352  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KV4352
 KV4352  HORZ ORDER  -  THIRD
 KV4352
 KV4352.The horizontal coordinates were established by classical geodetic methods
 KV4352.and adjusted by the National Geodetic Survey in September 1999..
 KV4352
 KV4352
 KV4352.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4352
 KV4352.The geoid height was determined by GEOID03.
 KV4352
 KV4352;                    North         East     Units Scale Factor Converg.
 KV4352;SPC NJ       -   210,710.192   186,853.256   MT  0.99991671   +0 17 04.9
 KV4352;SPC NJ       -   691,305.02    613,034.39   sFT  0.99991671   +0 17 04.9
 KV4352;SPC NY L     -    62,609.715   294,618.410   MT  0.99999707   -0 02 30.0
 KV4352;SPC NY L     -   205,412.04    966,593.90   sFT  0.99999707   -0 02 30.0
 KV4352;UTM  18      - 4,509,258.656   579,064.275   MT  0.99967694   +0 36 39.5
 KV4352
 KV4352                          SUPERSEDED SURVEY CONTROL
 KV4352
 KV4352  NAD 83(1996)-  40 43 49.68340(N)    074 03 49.33800(W) AD(       ) 4
 KV4352  NAD 83(1996)-  40 43 49.68297(N)    074 03 49.33881(W) AD(       ) 4
 KV4352  NAD 83(1992)-  40 43 49.68230(N)    074 03 49.33929(W) AD(       ) 4
 KV4352  NAD 83(1986)-  40 43 49.68350(N)    074 03 49.34031(W) AD(       ) 4
 KV4352  NAD 27      -  40 43 49.31900(N)    074 03 50.82100(W) AD(       ) 3
 KV4352
 KV4352.Superseded values are not recommended for survey control.
 KV4352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4352.See file dsdata.txt to determine how the superseded data were derived.
 KV4352
 KV4352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7906409259(NAD 83)
 KV4352_MARKER: 22 = AIRWAY BEACON
 KV4352
 KV4352  HISTORY     - Date     Condition        Report By
 KV4352  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4352  HISTORY     - 1934     GOOD             CGS
 KV4352  HISTORY     - 20051112 MARK NOT FOUND   GEOCAC
 KV4352
 KV4352                          STATION DESCRIPTION
 KV4352
 KV4352'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4352'STATION IS W OF THE HUDSON RIVER, IN JERSEY CITY ON THE SW CORNER
 KV4352'OF SIP AVENUE AND ENOS PLACE JUST S OF JOURNAL SQUARE, ATOP THE
 KV4352'LABOR BUILDING, RISING FROM THE PENT HOUSE OF THIS 16-STORY, WHITE
 KV4352'BRICK BUILDING.  THE BEACON CONSISTS OF A RED REVOLVING LIGHT
 KV4352'SUPPORTED BY A LATTICE STEEL TOWER.
 KV4352'
 KV4352'THE STATION IS THE LIGHT APEX.
 KV4352
 KV4352                          STATION RECOVERY (1934)
 KV4352
 KV4352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4352'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 KV4352
 KV4352                          STATION RECOVERY (2005)
 KV4352
 KV4352'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV4352'BUILDING EASY TO FIND.  IT IS NO LONGER JERSEY CITY LABOR BUILDING.
 KV4352'FROM OUR POINT OF VIEW, ON THE TOP OF THE PORT AUTHORITY PARKING
 KV4352'GARAGE AT JOURNAL SQUARE, WE COULD NOT SEE A 'RED REVOLVING LIGHT
 KV4352'SUPPORTED BY A LATTICE STEEL TOWER.'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4323 ***********************************************************************
 KV4323  DESIGNATION -  JERSEY CITY MED CEN HOSP CHIM
 KV4323  PID         -  KV4323
 KV4323  STATE/COUNTY-  NJ/HUDSON
 KV4323  USGS QUAD   -  JERSEY CITY (1981)
 KV4323
 KV4323                         *CURRENT SURVEY CONTROL
 KV4323  ___________________________________________________________________
 KV4323* NAD 83(1996)-  40 43 17.38118(N)    074 03 48.75153(W)     ADJUSTED  
 KV4323* NAVD 88     -                                                        
 KV4323  ___________________________________________________________________
 KV4323  LAPLACE CORR-           5.61  (seconds)                    DEFLEC99
 KV4323  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KV4323
 KV4323  HORZ ORDER  -  THIRD
 KV4323
 KV4323.The horizontal coordinates were established by classical geodetic methods
 KV4323.and adjusted by the National Geodetic Survey in September 1999..
 KV4323
 KV4323
 KV4323.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4323
 KV4323.The geoid height was determined by GEOID03.
 KV4323
 KV4323;                    North         East     Units Scale Factor Converg.
 KV4323;SPC NJ       -   209,713.933   186,871.968   MT  0.99991673   +0 17 05.1
 KV4323;SPC NJ       -   688,036.46    613,095.78   sFT  0.99991673   +0 17 05.1
 KV4323;SPC NY L     -    61,613.286   294,631.449   MT  0.99999741   -0 02 29.6
 KV4323;SPC NY L     -   202,142.92    966,636.68   sFT  0.99999741   -0 02 29.6
 KV4323;UTM  18      - 4,508,262.759   579,088.653   MT  0.99967699   +0 36 39.5
 KV4323
 KV4323                          SUPERSEDED SURVEY CONTROL
 KV4323
 KV4323  NAD 83(1996)-  40 43 17.38113(N)    074 03 48.75157(W) AD(       ) 4
 KV4323  NAD 83(1996)-  40 43 17.38041(N)    074 03 48.75259(W) AD(       ) 4
 KV4323  NAD 83(1992)-  40 43 17.37959(N)    074 03 48.75320(W) AD(       ) 4
 KV4323  NAD 83(1986)-  40 43 17.38115(N)    074 03 48.75349(W) AD(       ) 4
 KV4323  NAD 27      -  40 43 17.01200(N)    074 03 50.24300(W) AD(       ) 3
 KV4323
 KV4323.Superseded values are not recommended for survey control.
 KV4323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4323.See file dsdata.txt to determine how the superseded data were derived.
 KV4323
 KV4323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7908908263(NAD 83)
 KV4323_MARKER: 85 = CHIMNEY
 KV4323
 KV4323  HISTORY     - Date     Condition        Report By
 KV4323  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4323
 KV4323                          STATION DESCRIPTION
 KV4323
 KV4323'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4323'THE TALL CHIMNEY--WEST OF THE HUDSON RIVER, IN JERSEY CITY ON THE
 KV4323'SW CORNER OF THE INTERSECTION OF THE MONTGOMERY STREET VIADUCT
 KV4323'AND CORNELISON STREET--IN THE GROUNDS OF THE JERSEY CITY MEDICAL
 KV4323'CENTER, RISING FROM THE GROUND SW OF THE GROUP OF LARGE,
 KV4323'WHITE-BRICK BUILDINGS.  IT IS AN ORDINARY-TYPE, ROUND, WHITE-BRICK
 KV4323'CHIMNEY HAVING AN OCTAGONAL BASE.  THE BUILDINGS AND CHIMNEY
 KV4323'FORM A PROMINENT GROUP IN THIS VICINITY.
 KV4323'
 KV4323'THE STATION IS THE CHIMNEY-TOP, APPROXIMATELY 225 FEET ABOVE
 KV4323'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4302 ***********************************************************************
 KV4302  DESIGNATION -  JERSEY CITY MUTUAL CHEM CHIM
 KV4302  PID         -  KV4302
 KV4302  STATE/COUNTY-  NJ/HUDSON
 KV4302  USGS QUAD   -  JERSEY CITY (1981)
 KV4302
 KV4302                         *CURRENT SURVEY CONTROL
 KV4302  ___________________________________________________________________
 KV4302* NAD 83(1996)-  40 42 42.86505(N)    074 05 46.96712(W)     ADJUSTED  
 KV4302* NAVD 88     -                                                        
 KV4302  ___________________________________________________________________
 KV4302  LAPLACE CORR-           6.03  (seconds)                    DEFLEC99
 KV4302  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KV4302
 KV4302  HORZ ORDER  -  THIRD
 KV4302
 KV4302.The horizontal coordinates were established by classical geodetic methods
 KV4302.and adjusted by the National Geodetic Survey in September 1999..
 KV4302
 KV4302
 KV4302.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4302
 KV4302.The geoid height was determined by GEOID03.
 KV4302
 KV4302;                    North         East     Units Scale Factor Converg.
 KV4302;SPC NJ       -   208,636.056   184,102.727   MT  0.99991431   +0 15 47.8
 KV4302;SPC NJ       -   684,500.13    604,010.36   sFT  0.99991431   +0 15 47.8
 KV4302;SPC NY L     -    60,551.110   291,855.886   MT  0.99999780   -0 03 46.9
 KV4302;SPC NY L     -   198,658.10    957,530.52   sFT  0.99999780   -0 03 46.9
 KV4302;UTM  18      - 4,507,169.398   576,326.260   MT  0.99967170   +0 35 21.9
 KV4302
 KV4302                          SUPERSEDED SURVEY CONTROL
 KV4302
 KV4302  NAD 83(1996)-  40 42 42.86499(N)    074 05 46.96726(W) AD(       ) 4
 KV4302  NAD 83(1996)-  40 42 42.86383(N)    074 05 46.96835(W) AD(       ) 4
 KV4302  NAD 83(1992)-  40 42 42.86321(N)    074 05 46.96960(W) AD(       ) 4
 KV4302  NAD 83(1986)-  40 42 42.86394(N)    074 05 46.97032(W) AD(       ) 4
 KV4302  NAD 27      -  40 42 42.49600(N)    074 05 48.45600(W) AD(       ) 3
 KV4302
 KV4302.Superseded values are not recommended for survey control.
 KV4302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4302.See file dsdata.txt to determine how the superseded data were derived.
 KV4302
 KV4302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7632607169(NAD 83)
 KV4302_MARKER: 85 = CHIMNEY
 KV4302
 KV4302  HISTORY     - Date     Condition        Report By
 KV4302  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4302  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV4302
 KV4302                          STATION DESCRIPTION
 KV4302
 KV4302'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4302'THE FAIRLY PROMINENT CHIMNEY, ON THE W SIDE AND AT THE HEAD
 KV4302'OF NEWARK BAY, AT 201 WESTSIDE AVENUE AND MALLORY AVENUE, IN
 KV4302'THE PLANT OF THE MUTUAL CHEMICAL COMPANY, RISING FROM THE W
 KV4302'HALF OF THE POWER HOUSE.  IT IS AN ORDINARY TYPE, ROUND, YELLOW
 KV4302'BRICK CHIMNEY HAVING THE NAME MUTUAL CHEMICAL COMPANY ON THE S
 KV4302'SIDE.  TWO BLACK STEEL STACKS (APPROXIMATELY THE SAME HEIGHT AS
 KV4302'THE CHIMNEY) ARE LOCATED NEAR THIS CHIMNEY.
 KV4302'
 KV4302'THE STATION IS THE CHIMNEY TOP 175 FEET ABOVE THE GROUND.
 KV4302
 KV4302                          STATION RECOVERY (1989)
 KV4302
 KV4302'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV4302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4301 ***********************************************************************
 KV4301  DESIGNATION -  JERSEY CITY NATL SUG REF S CHY
 KV4301  PID         -  KV4301
 KV4301  STATE/COUNTY-  NJ/HUDSON
 KV4301  USGS QUAD   -  JERSEY CITY (1981)
 KV4301
 KV4301                         *CURRENT SURVEY CONTROL
 KV4301  ___________________________________________________________________
 KV4301* NAD 83(1996)-  40 42 42.21560(N)    074 02 20.45495(W)     ADJUSTED  
 KV4301* NAVD 88     -                                                        
 KV4301  ___________________________________________________________________
 KV4301  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 KV4301  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 KV4301
 KV4301  HORZ ORDER  -  THIRD
 KV4301
 KV4301.The horizontal coordinates were established by classical geodetic methods
 KV4301.and adjusted by the National Geodetic Survey in September 1999..
 KV4301
 KV4301
 KV4301.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4301
 KV4301.The geoid height was determined by GEOID03.
 KV4301
 KV4301;                    North         East     Units Scale Factor Converg.
 KV4301;SPC NJ       -   208,639.878   188,949.694   MT  0.99991867   +0 18 02.5
 KV4301;SPC NJ       -   684,512.67    619,912.45   sFT  0.99991867   +0 18 02.5
 KV4301;SPC NY L     -    60,527.331   296,703.191   MT  0.99999780   -0 01 31.9
 KV4301;SPC NY L     -   198,580.09    973,433.72   sFT  0.99999780   -0 01 31.9
 KV4301;UTM  18      - 4,507,200.803   581,171.963   MT  0.99968110   +0 37 36.6
 KV4301
 KV4301                          SUPERSEDED SURVEY CONTROL
 KV4301
 KV4301  NAD 83(1996)-  40 42 42.21555(N)    074 02 20.45493(W) AD(       ) 4
 KV4301  NAD 83(1996)-  40 42 42.21475(N)    074 02 20.45519(W) AD(       ) 4
 KV4301  NAD 83(1992)-  40 42 42.21388(N)    074 02 20.45550(W) AD(       ) 4
 KV4301  NAD 83(1986)-  40 42 42.21603(N)    074 02 20.45646(W) AD(       ) 4
 KV4301  NAD 27      -  40 42 41.84600(N)    074 02 21.94600(W) AD(       ) 3
 KV4301
 KV4301.Superseded values are not recommended for survey control.
 KV4301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4301.See file dsdata.txt to determine how the superseded data were derived.
 KV4301
 KV4301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8117207201(NAD 83)
 KV4301_MARKER: 85 = CHIMNEY
 KV4301
 KV4301  HISTORY     - Date     Condition        Report By
 KV4301  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4301  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV4301
 KV4301                          STATION DESCRIPTION
 KV4301
 KV4301'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4301'THE LARGER-DIAMETER OF TWO CHIMNEYS W OF THE HUDSON RIVER, IN
 KV4301'JERSEY CITY ON THE SW CORNER OF DUDLEY AND WASHINGTON STREETS
 KV4301'IN THE PLANT OF THE NATIONAL SUGAR REFINING COMPANY (THIS PLANT
 KV4301'HAS BEEN CLOSED SINCE 1922), RISING FROM THE GROUND APPROXIMATELY
 KV4301'50 METERS SW OF A MORE SLENDER CHIMNEY.  IT IS A STOCKY,
 KV4301'YELLOW-BRICK CHIMNEY.
 KV4301'
 KV4301'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 175 FEET ABOVE
 KV4301'GROUND.
 KV4301
 KV4301                          STATION RECOVERY (1989)
 KV4301
 KV4301'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV4301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4304 ***********************************************************************
 KV4304  DESIGNATION -  JERSEY CITY NATL SUG REF N CHY
 KV4304  PID         -  KV4304
 KV4304  STATE/COUNTY-  NJ/HUDSON
 KV4304  USGS QUAD   -  JERSEY CITY (1981)
 KV4304
 KV4304                         *CURRENT SURVEY CONTROL
 KV4304  ___________________________________________________________________
 KV4304* NAD 83(1996)-  40 42 43.43404(N)    074 02 18.69058(W)     ADJUSTED  
 KV4304* NAVD 88     -                                                        
 KV4304  ___________________________________________________________________
 KV4304  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 KV4304  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 KV4304
 KV4304  HORZ ORDER  -  THIRD
 KV4304
 KV4304.The horizontal coordinates were established by classical geodetic methods
 KV4304.and adjusted by the National Geodetic Survey in September 1999..
 KV4304
 KV4304
 KV4304.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4304
 KV4304.The geoid height was determined by GEOID03.
 KV4304
 KV4304;                    North         East     Units Scale Factor Converg.
 KV4304;SPC NJ       -   208,677.677   188,990.907   MT  0.99991871   +0 18 03.6
 KV4304;SPC NJ       -   684,636.68    620,047.67   sFT  0.99991871   +0 18 03.6
 KV4304;SPC NY L     -    60,564.897   296,744.621   MT  0.99999779   -0 01 30.7
 KV4304;SPC NY L     -   198,703.33    973,569.64   sFT  0.99999779   -0 01 30.7
 KV4304;UTM  18      - 4,507,238.827   581,212.950   MT  0.99968118   +0 37 37.8
 KV4304
 KV4304                          SUPERSEDED SURVEY CONTROL
 KV4304
 KV4304  NAD 83(1996)-  40 42 43.43398(N)    074 02 18.69056(W) AD(       ) 4
 KV4304  NAD 83(1996)-  40 42 43.43321(N)    074 02 18.69082(W) AD(       ) 4
 KV4304  NAD 83(1992)-  40 42 43.43234(N)    074 02 18.69112(W) AD(       ) 4
 KV4304  NAD 83(1986)-  40 42 43.43447(N)    074 02 18.69207(W) AD(       ) 4
 KV4304  NAD 27      -  40 42 43.06400(N)    074 02 20.18100(W) AD(       ) 3
 KV4304
 KV4304.Superseded values are not recommended for survey control.
 KV4304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4304.See file dsdata.txt to determine how the superseded data were derived.
 KV4304
 KV4304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8121307239(NAD 83)
 KV4304_MARKER: 85 = CHIMNEY
 KV4304
 KV4304  HISTORY     - Date     Condition        Report By
 KV4304  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4304  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV4304
 KV4304                          STATION DESCRIPTION
 KV4304
 KV4304'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4304'THE SLENDER CHIMNEY, W OF THE HUDSON RIVER, IN JERSEY CITY
 KV4304'ON THE SW CORNER OF DUDLEY AND WASHINGTON STREETS, IN THE PLANT
 KV4304'OF THE NATIONAL SUGAR REFINING COMPANY (THIS PLANT HAS BEEN
 KV4304'CLOSED SINCE 1922), RISING FROM THE GROUND.  IT IS A YELLOW-BRICK
 KV4304'CHIMNEY AND IS APPROXIMATELY 50 METERS NE OF A STOCKY CHIMNEY.
 KV4304'
 KV4304'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 175 FEET ABOVE
 KV4304'GROUND.
 KV4304
 KV4304                          STATION RECOVERY (1989)
 KV4304
 KV4304'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV4304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4321 ***********************************************************************
 KV4321  DESIGNATION -  JERSEY CITY PRR STOREHSE S FP
 KV4321  PID         -  KV4321
 KV4321  STATE/COUNTY-  NJ/HUDSON
 KV4321  USGS QUAD   -  JERSEY CITY (1981)
 KV4321
 KV4321                         *CURRENT SURVEY CONTROL
 KV4321  ___________________________________________________________________
 KV4321* NAD 83(1996)-  40 43 06.28973(N)    074 01 59.21110(W)     ADJUSTED  
 KV4321* NAVD 88     -                                                        
 KV4321  ___________________________________________________________________
 KV4321  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 KV4321  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 KV4321
 KV4321  HORZ ORDER  -  THIRD
 KV4321
 KV4321.The horizontal coordinates were established by classical geodetic methods
 KV4321.and adjusted by the National Geodetic Survey in September 1999..
 KV4321
 KV4321
 KV4321.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4321
 KV4321.The geoid height was determined by GEOID03.
 KV4321
 KV4321;                    North         East     Units Scale Factor Converg.
 KV4321;SPC NJ       -   209,385.050   189,444.344   MT  0.99991914   +0 18 16.5
 KV4321;SPC NJ       -   686,957.45    621,535.32   sFT  0.99991914   +0 18 16.5
 KV4321;SPC NY L     -    61,269.733   297,202.115   MT  0.99999753   -0 01 18.0
 KV4321;SPC NY L     -   201,015.78    975,070.61   sFT  0.99999753   -0 01 18.0
 KV4321;UTM  18      - 4,507,948.602   581,662.246   MT  0.99968208   +0 37 50.8
 KV4321
 KV4321                          SUPERSEDED SURVEY CONTROL
 KV4321
 KV4321  NAD 83(1996)-  40 43 06.28971(N)    074 01 59.21110(W) AD(       ) 4
 KV4321  NAD 83(1996)-  40 43 06.28929(N)    074 01 59.21144(W) AD(       ) 4
 KV4321  NAD 83(1992)-  40 43 06.28856(N)    074 01 59.21174(W) AD(       ) 4
 KV4321  NAD 83(1986)-  40 43 06.29022(N)    074 01 59.21260(W) AD(       ) 4
 KV4321  NAD 27      -  40 43 05.92300(N)    074 02 00.70300(W) AD(       ) 3
 KV4321
 KV4321.Superseded values are not recommended for survey control.
 KV4321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4321.See file dsdata.txt to determine how the superseded data were derived.
 KV4321
 KV4321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8166207949(NAD 83)
 KV4321_MARKER: 62 = FLAGPOLE
 KV4321
 KV4321  HISTORY     - Date     Condition        Report By
 KV4321  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4321
 KV4321                          STATION DESCRIPTION
 KV4321
 KV4321'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4321'THE FLAGPOLE, W OF THE HUDSON RIVER, ON THE JERSEY CITY WATER
 KV4321'FRONT JUST N OF THE COLGATE CLOCK ATOP THE SOUTHERLY OF TWIN
 KV4321'TOWERS, RISING FROM THE PENNSYLVANIA RAILROAD STOREHOUSE (A
 KV4321'PROMINENT YELLOW-BRICK STRUCTURE).
 KV4321'
 KV4321'THE STATION IS THE BASE OF THE FLAGPOLE.
 KV4321'
 KV4321'IT WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4322 ***********************************************************************
 KV4322  DESIGNATION -  JERSEY CITY PRR STOREHSE N FP
 KV4322  PID         -  KV4322
 KV4322  STATE/COUNTY-  NJ/HUDSON
 KV4322  USGS QUAD   -  JERSEY CITY (1981)
 KV4322
 KV4322                         *CURRENT SURVEY CONTROL
 KV4322  ___________________________________________________________________
 KV4322* NAD 83(1996)-  40 43 10.24845(N)    074 01 58.42539(W)     ADJUSTED  
 KV4322* NAVD 88     -                                                        
 KV4322  ___________________________________________________________________
 KV4322  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 KV4322  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 KV4322
 KV4322  HORZ ORDER  -  THIRD
 KV4322
 KV4322.The horizontal coordinates were established by classical geodetic methods
 KV4322.and adjusted by the National Geodetic Survey in September 1999..
 KV4322
 KV4322
 KV4322.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4322
 KV4322.The geoid height was determined by GEOID03.
 KV4322
 KV4322;                    North         East     Units Scale Factor Converg.
 KV4322;SPC NJ       -   209,507.251   189,462.134   MT  0.99991916   +0 18 17.0
 KV4322;SPC NJ       -   687,358.37    621,593.68   sFT  0.99991916   +0 18 17.0
 KV4322;SPC NY L     -    61,391.839   297,220.601   MT  0.99999749   -0 01 17.5
 KV4322;SPC NY L     -   201,416.39    975,131.26   sFT  0.99999749   -0 01 17.5
 KV4322;UTM  18      - 4,508,070.872   581,679.336   MT  0.99968212   +0 37 51.4
 KV4322
 KV4322                          SUPERSEDED SURVEY CONTROL
 KV4322
 KV4322  NAD 83(1996)-  40 43 10.24844(N)    074 01 58.42539(W) AD(       ) 4
 KV4322  NAD 83(1996)-  40 43 10.24801(N)    074 01 58.42570(W) AD(       ) 4
 KV4322  NAD 83(1992)-  40 43 10.24728(N)    074 01 58.42597(W) AD(       ) 4
 KV4322  NAD 83(1986)-  40 43 10.24898(N)    074 01 58.42696(W) AD(       ) 4
 KV4322  NAD 27      -  40 43 09.88100(N)    074 01 59.91600(W) AD(       ) 3
 KV4322
 KV4322.Superseded values are not recommended for survey control.
 KV4322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4322.See file dsdata.txt to determine how the superseded data were derived.
 KV4322
 KV4322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8167908071(NAD 83)
 KV4322_MARKER: 62 = FLAGPOLE
 KV4322
 KV4322  HISTORY     - Date     Condition        Report By
 KV4322  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4322
 KV4322                          STATION DESCRIPTION
 KV4322
 KV4322'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4322'THE FLAGPOLE, W OF THE HUDSON RIVER, ON THE JERSEY CITY
 KV4322'WATERFRONT JUST N OF THE COLGATE CLOCK, ATOP THE NORTHERLY OF TWIN
 KV4322'TOWERS, RISING FROM THE PENNSYLVANIA RAILROAD STOREHOUSE (A
 KV4322'PROMINENT YELLOW-BRICK STRUCTURE).
 KV4322'
 KV4322'THE STATION IS THE BASE OF THE FLAGPOLE.
 KV4322'
 KV4322'IT WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4313 ***********************************************************************
 KV4313  DESIGNATION -  JERSEY CITY SPIRE WEATHER VANE
 KV4313  PID         -  KV4313
 KV4313  STATE/COUNTY-  NJ/HUDSON
 KV4313  USGS QUAD   -  JERSEY CITY (1981)
 KV4313
 KV4313                         *CURRENT SURVEY CONTROL
 KV4313  ___________________________________________________________________
 KV4313* NAD 83(1996)-  40 42 57.54426(N)    074 04 21.20364(W)     ADJUSTED  
 KV4313* NAVD 88     -                                                        
 KV4313  ___________________________________________________________________
 KV4313  LAPLACE CORR-           5.67  (seconds)                    DEFLEC99
 KV4313  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KV4313
 KV4313  HORZ ORDER  -  THIRD
 KV4313
 KV4313.The horizontal coordinates were established by classical geodetic methods
 KV4313.and adjusted by the National Geodetic Survey in September 1999..
 KV4313
 KV4313
 KV4313.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4313
 KV4313.The geoid height was determined by GEOID03.
 KV4313
 KV4313;                    North         East     Units Scale Factor Converg.
 KV4313;SPC NJ       -   209,098.341   186,113.401   MT  0.99991605   +0 16 43.8
 KV4313;SPC NJ       -   686,016.81    610,607.05   sFT  0.99991605   +0 16 43.8
 KV4313;SPC NY L     -    61,001.974   293,869.326   MT  0.99999763   -0 02 50.8
 KV4313;SPC NY L     -   200,137.31    964,136.28   sFT  0.99999763   -0 02 50.8
 KV4313;UTM  18      - 4,507,643.007   578,333.784   MT  0.99967553   +0 36 18.0
 KV4313
 KV4313                          SUPERSEDED SURVEY CONTROL
 KV4313
 KV4313  NAD 83(1996)-  40 42 57.54421(N)    074 04 21.20370(W) AD(       ) 4
 KV4313  NAD 83(1996)-  40 42 57.54320(N)    074 04 21.20494(W) AD(       ) 4
 KV4313  NAD 83(1992)-  40 42 57.54240(N)    074 04 21.20567(W) AD(       ) 4
 KV4313  NAD 83(1986)-  40 42 57.54383(N)    074 04 21.20564(W) AD(       ) 4
 KV4313  NAD 27      -  40 42 57.17600(N)    074 04 22.69400(W) AD(       ) 3
 KV4313
 KV4313.Superseded values are not recommended for survey control.
 KV4313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4313.See file dsdata.txt to determine how the superseded data were derived.
 KV4313
 KV4313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7833407643(NAD 83)
 KV4313_MARKER: 82 = FINIAL
 KV4313
 KV4313  HISTORY     - Date     Condition        Report By
 KV4313  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4313  HISTORY     - 20051112 GOOD             GEOCAC
 KV4313
 KV4313                          STATION DESCRIPTION
 KV4313
 KV4313'DESCRIBED BY GEOCACHING 2005 (PR)
 KV4313'LOCATED ON THE SALEM BAPTIST CHURCH ON THE NORTHWEST CORNER OF CLINTON
 KV4313'AND MADISON AVENUES IN JERSEY CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4123 ***********************************************************************
 KV4123  DESIGNATION -  JERSEY CITY ST ANNES CATH CH
 KV4123  PID         -  KV4123
 KV4123  STATE/COUNTY-  NJ/HUDSON
 KV4123  USGS QUAD   -  WEEHAWKEN (1995)
 KV4123
 KV4123                         *CURRENT SURVEY CONTROL
 KV4123  ___________________________________________________________________
 KV4123* NAD 83(1996)-  40 45 11.44057(N)    074 03 05.93581(W)     ADJUSTED  
 KV4123* NAVD 88     -                                                        
 KV4123  ___________________________________________________________________
 KV4123  LAPLACE CORR-           6.16  (seconds)                    DEFLEC99
 KV4123  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 KV4123
 KV4123  HORZ ORDER  -  THIRD
 KV4123
 KV4123.The horizontal coordinates were established by classical geodetic methods
 KV4123.and adjusted by the National Geodetic Survey in September 1999..
 KV4123
 KV4123
 KV4123.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4123
 KV4123.The geoid height was determined by GEOID03.
 KV4123
 KV4123;                    North         East     Units Scale Factor Converg.
 KV4123;SPC NJ       -   213,237.037   187,858.748   MT  0.99991764   +0 17 33.7
 KV4123;SPC NJ       -   699,595.18    616,333.24   sFT  0.99991764   +0 17 33.7
 KV4123;SPC NY L     -    65,130.992   295,638.362   MT  0.99999632   -0 02 01.6
 KV4123;SPC NY L     -   213,683.93    969,940.19   sFT  0.99999632   -0 02 01.6
 KV4123;UTM  18      - 4,511,790.582   580,055.120   MT  0.99967888   +0 37 08.8
 KV4123
 KV4123                          SUPERSEDED SURVEY CONTROL
 KV4123
 KV4123  NAD 83(1996)-  40 45 11.44056(N)    074 03 05.93583(W) AD(       ) 4
 KV4123  NAD 83(1996)-  40 45 11.44009(N)    074 03 05.93638(W) AD(       ) 4
 KV4123  NAD 83(1992)-  40 45 11.43931(N)    074 03 05.93672(W) AD(       ) 4
 KV4123  NAD 83(1986)-  40 45 11.44165(N)    074 03 05.93922(W) AD(       ) 4
 KV4123  NAD 27      -  40 45 11.07500(N)    074 03 07.42500(W) AD(       ) 3
 KV4123
 KV4123.Superseded values are not recommended for survey control.
 KV4123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4123.See file dsdata.txt to determine how the superseded data were derived.
 KV4123
 KV4123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8005511791(NAD 83)
 KV4123_MARKER: 90 = CHURCH SPIRE
 KV4123
 KV4123  HISTORY     - Date     Condition        Report By
 KV4123  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4123  HISTORY     - 1989     GOOD             USPSQD
 KV4123
 KV4123                          STATION DESCRIPTION
 KV4123
 KV4123'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4123'THE STEEPLE W OF THE HUDSON RIVER IN JERSEY CITY, ON THE SW CORNER
 KV4123'OF HUDSON BOULEVARD AND CONGRESS STREET ATOP ST. ANNES ROMAN
 KV4123'CATHOLIC CHURCH, RISING FROM THE NE CORNER OF THIS
 KV4123'ORNATELY-TRIMMED, GRAY-GRANITE CHURCH (BUILT 1925).  IT IS A SQUARE
 KV4123'TOWER SURMOUNTED BY AN OCTAGONAL, BLACK-TILE SPIRE TOPPED BY A
 KV4123'CROSS.
 KV4123'
 KV4123'THE STATION IS THE BASE OF CROSS AT THE SPIRE-APEX.
 KV4123
 KV4123                          STATION RECOVERY (1989)
 KV4123
 KV4123'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV4123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4258 ***********************************************************************
 KV4258  DESIGNATION -  JERSEY CITY ST JOHNS CATH TWR
 KV4258  PID         -  KV4258
 KV4258  STATE/COUNTY-  NJ/HUDSON
 KV4258  USGS QUAD   -  JERSEY CITY (1981)
 KV4258
 KV4258                         *CURRENT SURVEY CONTROL
 KV4258  ___________________________________________________________________
 KV4258* NAD 83(1996)-  40 44 10.55559(N)    074 03 45.96490(W)     ADJUSTED  
 KV4258* NAVD 88     -                                                        
 KV4258  ___________________________________________________________________
 KV4258  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 KV4258  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KV4258
 KV4258  HORZ ORDER  -  THIRD
 KV4258
 KV4258.The horizontal coordinates were established by classical geodetic methods
 KV4258.and adjusted by the National Geodetic Survey in September 1999..
 KV4258
 KV4258
 KV4258.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4258
 KV4258.The geoid height was determined by GEOID03.
 KV4258
 KV4258;                    North         East     Units Scale Factor Converg.
 KV4258;SPC NJ       -   211,354.365   186,929.195   MT  0.99991678   +0 17 07.2
 KV4258;SPC NJ       -   693,418.45    613,283.53   sFT  0.99991678   +0 17 07.2
 KV4258;SPC NY L     -    63,253.497   294,698.023   MT  0.99999686   -0 02 27.8
 KV4258;SPC NY L     -   207,524.18    966,855.10   sFT  0.99999686   -0 02 27.8
 KV4258;UTM  18      - 4,509,903.097   579,136.526   MT  0.99967708   +0 36 41.9
 KV4258
 KV4258                          SUPERSEDED SURVEY CONTROL
 KV4258
 KV4258  NAD 83(1996)-  40 44 10.55556(N)    074 03 45.96501(W) AD(       ) 4
 KV4258  NAD 83(1996)-  40 44 10.55509(N)    074 03 45.96623(W) AD(       ) 4
 KV4258  NAD 83(1992)-  40 44 10.55434(N)    074 03 45.96709(W) AD(       ) 4
 KV4258  NAD 83(1986)-  40 44 10.55557(N)    074 03 45.96753(W) AD(       ) 4
 KV4258  NAD 27      -  40 44 10.19300(N)    074 03 47.45400(W) AD(       ) 3
 KV4258
 KV4258.Superseded values are not recommended for survey control.
 KV4258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4258.See file dsdata.txt to determine how the superseded data were derived.
 KV4258
 KV4258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7913709903(NAD 83)
 KV4258_MARKER: 91 = CHURCH CROSS
 KV4258
 KV4258  HISTORY     - Date     Condition        Report By
 KV4258  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4258
 KV4258                          STATION DESCRIPTION
 KV4258
 KV4258'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4258'STATION IS E OF THE HACKENSACK RIVER, IN JERSEY CITY ON THE NE
 KV4258'CORNER OF HUDSON BOULEVARD, AND VAN WINKLE AVENUE, RISING FROM THE
 KV4258'SW CORNER OF THE SAINT JOHNS ROMAN CATHOLIC CHURCH (A LARGE,
 KV4258'IRREGULARLY-SHAPED, GRANITE BUILDING HAVING A GRAY SLATE
 KV4258'ROOF).  THE TALL SLIM TOWER, ALSO OF GRANITE, IS A SQUARE,
 KV4258'SHAFT-LIKE STRUCTURE COLUMNATED JUST BELOW THE ROOF AND
 KV4258'SURMOUNTED BY A METAL-SHEATHED PYRAMIDAL, BLACK STEEPLE.  THERE
 KV4258'IS A CLOCK ON EACH OF THE FOUR SIDES OF THE TOWER.
 KV4258'
 KV4258'THE STATION IS THE BASE OF THE CROSS AT THE STEEPLE-APEX,
 KV4258'APPROXIMATELY 200 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2712 ***********************************************************************
 JU2712  DESIGNATION -  JESSIE
 JU2712  PID         -  JU2712
 JU2712  STATE/COUNTY-  NJ/OCEAN
 JU2712  USGS QUAD   -  TUCKERTON (1995)
 JU2712
 JU2712                         *CURRENT SURVEY CONTROL
 JU2712  ___________________________________________________________________
 JU2712* NAD 83(1996)-  39 34 36.41479(N)    074 19 47.86416(W)     ADJUSTED  
 JU2712* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2712  ___________________________________________________________________
 JU2712  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 JU2712  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JU2712
 JU2712  HORZ ORDER  -  THIRD
 JU2712
 JU2712.The horizontal coordinates were established by classical geodetic methods
 JU2712.and adjusted by the National Geodetic Survey in September 1999..
 JU2712
 JU2712.The orthometric height was scaled from a topographic map.
 JU2712
 JU2712.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2712
 JU2712.The geoid height was determined by GEOID03.
 JU2712
 JU2712;                    North         East     Units Scale Factor Converg.
 JU2712;SPC NJ       -    82,542.769   164,607.965   MT  0.99990263   +0 06 30.0
 JU2712;SPC NJ       -   270,809.07    540,051.30   sFT  0.99990263   +0 06 30.0
 JU2712;UTM  18      - 4,381,000.248   557,545.995   MT  0.99964077   +0 25 36.8
 JU2712
 JU2712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2712!SPC NJ       -   1.00000517  x   0.99990263  =   0.99990780
 JU2712!UTM  18      -   1.00000517  x   0.99964077  =   0.99964594
 JU2712
 JU2712|---------------------------------------------------------------------|
 JU2712| PID    Reference Object                     Distance      Geod. Az  |
 JU2712|                                                           dddmmss.s |
 JU2712| CB2129 JESSIE RM 2                          19.842 METERS 06004     |
 JU2712| JU2714 STORY ISLAND STACK                  APPROX. 4.3 KM 1474432.0 |
 JU2712| JU2721 TUCKERTON RADIO TOWER               APPROX. 4.0 KM 2400853.9 |
 JU2712| CB2128 JESSIE RM 1                          32.048 METERS 34535     |
 JU2712|---------------------------------------------------------------------|
 JU2712
 JU2712                          SUPERSEDED SURVEY CONTROL
 JU2712
 JU2712  NAD 83(1986)-  39 34 36.40606(N)    074 19 47.85442(W) AD(       ) 3
 JU2712  NAD 27      -  39 34 35.97800(N)    074 19 49.33100(W) AD(       ) 3
 JU2712
 JU2712.Superseded values are not recommended for survey control.
 JU2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2712.See file dsdata.txt to determine how the superseded data were derived.
 JU2712
 JU2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5754681000(NAD 83)
 JU2712_MARKER: DS = TRIANGULATION STATION DISK
 JU2712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2712
 JU2712  HISTORY     - Date     Condition        Report By
 JU2712  HISTORY     - 1935     MONUMENTED       CGS
 JU2712  HISTORY     - 1950     GOOD             CGS
 JU2712  HISTORY     - 1954     GOOD             CGS
 JU2712  HISTORY     - 1962     MARK NOT FOUND   CGS
 JU2712
 JU2712                          STATION DESCRIPTION
 JU2712
 JU2712'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2712'STATION IS ABOUT 100 YARDS N OF N EDGE OF POND, FORMED BY
 JU2712'TUCKERTON CREEK ON U.S. HIGHWAY 9 (N.J. 4) TURN RIGHT S ON TO S
 JU2712'GREEN STREET.  GO 1.8 MILES TO EDGE OF LITTLE EGG HARBOR.  STATION
 JU2712'IS NE OF ROAD ABOUT 30 METERS.
 JU2712'
 JU2712'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2712'CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2712'
 JU2712'REFERENCE MARK NO.1 IS BETWEEN TUCKERTON WATER TANK AND THE
 JU2712'STATION AND IS APPROXIMATELY ON LINE WITH THE STATION AND
 JU2712'TUCKERTON RADIO AND TO THE NE OF THE STATION.  STANDARD DISKS
 JU2712'WERE STAMPED JESSIE 1935 AND REFERENCE MARKS STAMPED 1 AND 2
 JU2712'RESPECTIVELY.  ALL MARKS WERE SET ON 2X4 WOODEN PILES.
 JU2712'
 JU2712'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 JU2712
 JU2712                          STATION RECOVERY (1950)
 JU2712
 JU2712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2712'STATION AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.  R.M. 1
 JU2712'MONUMENT HAS DISINTEGRATED AND THE DISK COULD NOT BE FOUND.  THE
 JU2712'DISTANCE TO R.M. 2 WAS CHECKED AS BEING CORRECT WITH A STEEL TAPE.
 JU2712'
 JU2712'THE ORIGINAL DESCRIPTION IS CONFUSING.  STATION LOCATED 1.85
 JU2712'MILES S ALONG GREEN STREET FROM ITS INTERSECTION WITH U.S. HIGHWAY
 JU2712'9 (N.J. 4) IN TUCKERTON.  THE ROADS END, ON THE W EDGE OF LITTLE
 JU2712'EGG HARBOR, IS BOUNDED BY A WOODEN BULK HEAD.  STATION IS 142.4
 JU2712'FEET NNE OF THE CENTER LINE OF THE ROAD AT ITS INTERSECTION WITH
 JU2712'THE BULKHEAD AND 54 FEET DUE N OF THE MARSHES EDGE.
 JU2712
 JU2712                          STATION RECOVERY (1954)
 JU2712
 JU2712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HJS)
 JU2712'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 JU2712'CONDITION.  THE DESCRIPTION IS COMPLETE AND ADEQUATE.
 JU2712
 JU2712                          STATION RECOVERY (1962)
 JU2712
 JU2712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2712'STATION WAS LOCATED 6.2 FEET BENEATH THE SURFACE.  DUE TO THE
 JU2712'SLUMP OF THE MUCK FILL IT COULD NOT BE UNCOVERED FOR PLUMBING,
 JU2712'BUT IS RECOVERABLE.  DISTANCES BELOW ARE TO THE NEAREST 0.1 FOOT,
 JU2712'+ OR -, MEASURED TO NAILS DRIVEN IN THE TOPS OF THE WOOD
 JU2712'PILING.  (A BUILDING WILL EVENTUALLY BE ERECTED ON THE PILES).
 JU2712'
 JU2712'FROM THE SOUTHWEST POLE, STATION IS 3.3 FEET, WEST CENTER POLE,
 JU2712'7.3 FEET, 3RD FROM WEST END, CENTER ROW, 12.4 FEET.  FROM
 JU2712'SOUTHWEST POLE, TUCKERTON WATER TANK 0 DEG, MAGNETIC NORTH
 JU2712'10 DEG, STATION MARK 82 DEG.
 JU2712'
 JU2712'TO REACH FROM THE CENTER OF TUCKERTON, GO SOUTH ON S. GREEN
 JU2712'STREET FOR 1.8 MILES TO THE DOCK AND THE STATION ON THE LEFT.
 JU2712'
 JU2712'RMS IF ANY, ARE ALSO BENEATH THE FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5209 ***********************************************************************
 AI5209  DESIGNATION -  JETT
 AI5209  PID         -  AI5209
 AI5209  STATE/COUNTY-  NJ/MONMOUTH
 AI5209  USGS QUAD   -  LONG BRANCH (1981)
 AI5209
 AI5209                         *CURRENT SURVEY CONTROL
 AI5209  ___________________________________________________________________
 AI5209* NAD 83(1996)-  40 15 11.97365(N)    073 59 22.20705(W)     ADJUSTED  
 AI5209* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 AI5209  ___________________________________________________________________
 AI5209  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 AI5209  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 AI5209
 AI5209  HORZ ORDER  -  THIRD
 AI5209
 AI5209.The horizontal coordinates were established by classical geodetic methods
 AI5209.and adjusted by the National Geodetic Survey in May 2000..
 AI5209
 AI5209.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI5209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI5209
 AI5209.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5209
 AI5209.The geoid height was determined by GEOID03.
 AI5209
 AI5209;                    North         East     Units Scale Factor Converg.
 AI5209;SPC NJ       -   157,765.187   193,427.629   MT  0.99992321   +0 19 47.5
 AI5209;SPC NJ       -   517,601.28    634,603.81   sFT  0.99992321   +0 19 47.5
 AI5209;UTM  18      - 4,456,364.248   585,936.962   MT  0.99969091   +0 39 10.8
 AI5209
 AI5209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5209!SPC NJ       -   1.00000481  x   0.99992321  =   0.99992802
 AI5209!UTM  18      -   1.00000481  x   0.99969091  =   0.99969572
 AI5209
 AI5209                          SUPERSEDED SURVEY CONTROL
 AI5209
 AI5209  NGVD 29 (05/18/00)    2.4    (m)            8.     (f) VERT ANG       
 AI5209
 AI5209.Superseded values are not recommended for survey control.
 AI5209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5209.See file dsdata.txt to determine how the superseded data were derived.
 AI5209
 AI5209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8593756364(NAD 83)
 AI5209_MARKER: DD = SURVEY DISK
 AI5209_SETTING: 80 = SET IN A BOULDER
 AI5209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5209+STABILITY: SURFACE MOTION
 AI5209
 AI5209  HISTORY     - Date     Condition        Report By
 AI5209  HISTORY     - 1988     MONUMENTED       NOSAMC
 AI5209
 AI5209                          STATION DESCRIPTION
 AI5209
 AI5209'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5209'THE STATION IS LOCATED AT THE END OF A WOODEN WALKWAY (PIER) THAT IS
 AI5209'ON THE EAST END OF PARKER PAUILION ROAD IN DEAL, N.J. IT IS ON THE
 AI5209'JETTY AT THE BOTTOM OF THE STAIRS LEADING TO THE BEACH. TO REACH THE
 AI5209'STATION FROM OCEAN AVENUE GO SOUTH INTO DEAL UNTIL YOU REACH PACKER
 AI5209'PAVILION RD. TURN LEFT AND PROCEED TO WOODEN WALKWAY PIER, JETTY AND
 AI5209'STATION. THE STATION IS A STANDARD NOS BRONZE DISK STAMPED---JETT
 AI5209'1988--- SET INTO A DRILL HOLE IN A BOULDER. IT IS-- 7.5 M (24.606 FT.)
 AI5209'EAST OF BOTTOM STAIR OF STAIRWAY, 5.0 M (16.404 FT.) SOUTH OF THE
 AI5209'NORTHERN EDGE OF JETTY. 2.2 M (7.218 FT.) NORTH OF THE SOUTHERN EDGE
 AI5209'OF JETTY. 20.0 M (65.617 FT.) EAST SOUTHEAST OF A SEWER OUTFALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU0015 ***********************************************************************
 HU0015  DESIGNATION -  JETTY USE
 HU0015  PID         -  HU0015
 HU0015  STATE/COUNTY-  NJ/CAPE MAY
 HU0015  USGS QUAD   -  CAPE MAY (1972)
 HU0015
 HU0015                         *CURRENT SURVEY CONTROL
 HU0015  ___________________________________________________________________
 HU0015* NAD 83(1986)-  38 58 03.     (N)    074 57 23.     (W)     SCALED    
 HU0015* NAVD 88     -         2.42   (+/-2cm)       7.9    (feet)  VERTCON   
 HU0015  ___________________________________________________________________
 HU0015  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 HU0015
 HU0015  VERT ORDER  -  ? (See Below)
 HU0015
 HU0015.The horizontal coordinates were scaled from a topographic map and have
 HU0015.an estimated accuracy of +/- 6 seconds.
 HU0015
 HU0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU0015.The vertical order pertains to the NGVD 29 superseded value.
 HU0015
 HU0015.The geoid height was determined by GEOID03.
 HU0015
 HU0015;                    North         East    Units  Estimated Accuracy
 HU0015;SPC NJ       -    14,990.      110,450.      MT  (+/- 180 meters Scaled)
 HU0015
 HU0015                          SUPERSEDED SURVEY CONTROL
 HU0015
 HU0015  NGVD 29 (??/??/??)    2.817  (m)            9.24   (f) ADJUSTED    ?  
 HU0015
 HU0015.Superseded values are not recommended for survey control.
 HU0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0015.See file dsdata.txt to determine how the superseded data were derived.
 HU0015
 HU0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ037131(NAD 83)
 HU0015_MARKER: DD = SURVEY DISK
 HU0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0015_SP_SET: CONC BLOCK
 HU0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0015
 HU0015  HISTORY     - Date     Condition        Report By
 HU0015  HISTORY     - UNK      MONUMENTED       DOD
 HU0015  HISTORY     - 1954     GOOD             CGS
 HU0015
 HU0015                          STATION DESCRIPTION
 HU0015
 HU0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HU0015'AT CAPE MAY CANAL.
 HU0015'ESTABLISHED BY THE CORPS OF ENGINEERS, U.S. ARMY IS A STANDARD
 HU0015'DISK, UNSTAMPED, SET FLUSH WITH TOP OF LARGE CONCRETE BLOCK SET
 HU0015'ON TOP OF BOULDER ON NORTH JETTY, WEST END OF CAPE MAY CANAL, 189
 HU0015'FEET SOUTHWEST OF CENTERLINE OF ROAD THAT LEADS TO PIER PAST COAST
 HU0015'GUARD BUILDINGS.  ELEVATION-- 11.46 FEET ABOVE MEAN LOW WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2868 ***********************************************************************
 JU2868  DESIGNATION -  JOBS POINT WINDMILL
 JU2868  PID         -  JU2868
 JU2868  STATE/COUNTY-  NJ/ATLANTIC
 JU2868  USGS QUAD   -  MARMORA (1994)
 JU2868
 JU2868                         *CURRENT SURVEY CONTROL
 JU2868  ___________________________________________________________________
 JU2868* NAD 83(1996)-  39 18 27.59152(N)    074 38 11.29598(W)     ADJUSTED  
 JU2868* NAVD 88     -                                                        
 JU2868  ___________________________________________________________________
 JU2868  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 JU2868  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 JU2868
 JU2868  HORZ ORDER  -  THIRD
 JU2868
 JU2868.The horizontal coordinates were established by classical geodetic methods
 JU2868.and adjusted by the National Geodetic Survey in September 1999..
 JU2868
 JU2868
 JU2868.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2868
 JU2868.The geoid height was determined by GEOID03.
 JU2868
 JU2868;                    North         East     Units Scale Factor Converg.
 JU2868;SPC NJ       -    52,662.334   138,230.542   MT  0.99990170   -0 05 11.2
 JU2868;SPC NJ       -   172,776.34    453,511.37   sFT  0.99990170   -0 05 11.2
 JU2868;UTM  18      - 4,350,982.313   531,341.867   MT  0.99961209   +0 13 49.1
 JU2868
 JU2868                          SUPERSEDED SURVEY CONTROL
 JU2868
 JU2868  NAD 83(1986)-  39 18 27.57782(N)    074 38 11.29683(W) AD(       ) 4
 JU2868  NAD 27      -  39 18 27.16000(N)    074 38 12.72900(W) AD(       ) 3
 JU2868
 JU2868.Superseded values are not recommended for survey control.
 JU2868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2868.See file dsdata.txt to determine how the superseded data were derived.
 JU2868
 JU2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3134250982(NAD 83)
 JU2868_MARKER: 66 = WINDMILL
 JU2868
 JU2868  HISTORY     - Date     Condition        Report By
 JU2868  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU2868  HISTORY     - 1937     GOOD             CGS
 JU2868  HISTORY     - 1943     GOOD             LOCSUR
 JU2868  HISTORY     - 1950     GOOD             CGS
 JU2868
 JU2868                          STATION DESCRIPTION
 JU2868
 JU2868'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2868'THIS INTERSECTION STATION IS THE ONLY WINDMILL ON JOBS POINT.  THE
 JU2868'CENTER OF THE STEEL STRUCTURE WAS USED TO POINT ON.  THE WINDMILL
 JU2868'IS ABOUT 50 FEET HIGH.
 JU2868'
 JU2868'NO MARKS WERE PUT IN.
 JU2868
 JU2868                          STATION RECOVERY (1937)
 JU2868
 JU2868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2868'THE STATION WAS FOUND AS DESCRIBED.
 JU2868'
 JU2868'JOBS POINT MAY BE REACHED BY HEADING SOUTH SOUTHWESTWARD FROM
 JU2868'SCULLVILLE ON AN IMPROVED ROAD 1.3 STATUTE MILES TO JEFFERS
 JU2868'LANDING, THEN HEAD SOUTHEASTWARD 1.1 STATUTE MILES ON A PRIVATELY
 JU2868'OWNED TOPSOIL ROAD TO JOBS POINT.  IT IS ON THE NORTHERN SHORE
 JU2868'OF GREAT EGG HARBOR BAY 0.8 NAUTICAL MILE E OF THE EASTERN SHORE
 JU2868'OF THE GREAT EGG HARBOR RIVER.  THE STATION IS 27 METERS NE
 JU2868'OF THE HIGH WATER LINE.  IT IS NOT MARKED.  THE WINDMILL IS
 JU2868'ABOUT 50 FEET HIGH.
 JU2868
 JU2868                          STATION RECOVERY (1943)
 JU2868
 JU2868'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943 (JHB)
 JU2868'STATION RECOVERED BY THE NEW JERSEY BUREAU OF SHELL FISHERIES.
 JU2868'
 JU2868'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  STATION WAS
 JU2868'USED AS A MAIN STATION IN SCHEME JEFF-SWAN-JOBS AND WAS
 JU2868'OCCUPIED ECCENTRICALLY AND USED IN CARRYING CONTROL UP PATCONG
 JU2868'CREEK.
 JU2868'
 JU2868'MARK RECOVERED BY SURVEY PARTY OF THE STATE BOARD OF SHELL
 JU2868'FISHERIES IN MAKING A TRIANGULATION OF GREAT EGG HARBOR RIVER AND
 JU2868'PATCONG CREEK, FOR CONTROL OF OYSTER GROUNDS.
 JU2868
 JU2868                          STATION RECOVERY (1950)
 JU2868
 JU2868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2868'STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 JU2868'IS ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1016 ***********************************************************************
 KV1016  DESIGNATION -  JOBSTOWN
 KV1016  PID         -  KV1016
 KV1016  STATE/COUNTY-  NJ/BURLINGTON
 KV1016  USGS QUAD   -  COLUMBUS (1981)
 KV1016
 KV1016                         *CURRENT SURVEY CONTROL
 KV1016  ___________________________________________________________________
 KV1016* NAD 83(1996)-  40 02 13.28329(N)    074 41 40.80013(W)     ADJUSTED  
 KV1016* NAVD 88     -        22.460  (meters)      73.69   (feet)  ADJUSTED  
 KV1016  ___________________________________________________________________
 KV1016  X           -   1,290,793.154 (meters)                     COMP
 KV1016  Y           -  -4,716,620.090 (meters)                     COMP
 KV1016  Z           -   4,081,127.332 (meters)                     COMP
 KV1016  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 KV1016  ELLIP HEIGHT-         -10.09  (meters)          (10/23/02) GPS OBS
 KV1016  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KV1016  DYNAMIC HT  -          22.450 (meters)      73.65  (feet)  COMP
 KV1016  MODELED GRAV-     980,201.8   (mgal)                       NAVD 88
 KV1016
 KV1016  HORZ ORDER  -  FIRST
 KV1016  VERT ORDER  -  SECOND    CLASS 0
 KV1016  ELLP ORDER  -  FOURTH    CLASS I
 KV1016
 KV1016.The horizontal coordinates were established by GPS observations
 KV1016.and adjusted by the National Geodetic Survey in May 1999..
 KV1016
 KV1016.The orthometric height was determined by differential leveling
 KV1016.and adjusted by the National Geodetic Survey in June 1991..
 KV1016
 KV1016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1016
 KV1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1016
 KV1016.The ellipsoidal height was determined by GPS observations
 KV1016.and is referenced to NAD 83.
 KV1016
 KV1016.The geoid height was determined by GEOID03.
 KV1016
 KV1016.The dynamic height is computed by dividing the NAVD 88
 KV1016.geopotential number by the normal gravity value computed on the
 KV1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1016.degrees latitude (g = 980.6199 gals.).
 KV1016
 KV1016.The modeled gravity was interpolated from observed gravity values.
 KV1016
 KV1016;                    North         East     Units Scale Factor Converg.
 KV1016;SPC NJ       -   133,643.015   133,387.297   MT  0.99990340   -0 07 30.8
 KV1016;SPC NJ       -   438,460.46    437,621.49   sFT  0.99990340   -0 07 30.8
 KV1016;UTM  18      - 4,431,911.087   526,049.099   MT  0.99960835   +0 11 47.1
 KV1016
 KV1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1016!SPC NJ       -   1.00000158  x   0.99990340  =   0.99990498
 KV1016!UTM  18      -   1.00000158  x   0.99960835  =   0.99960993
 KV1016
 KV1016                          SUPERSEDED SURVEY CONTROL
 KV1016
 KV1016  ELLIP H (05/14/99)  -10.11   (m)                       GP(       ) 4 1
 KV1016  NAD 83(1992)-  40 02 13.28278(N)    074 41 40.80015(W) AD(       ) 1
 KV1016  ELLIP H (12/16/96)  -10.13   (m)                       GP(       ) 2 1
 KV1016  NAVD 88 (12/16/96)   22.46   (m)           73.7    (f) LEVELING    3  
 KV1016  NGVD 29 (??/??/??)   22.825  (m)           74.89   (f) ADJUSTED    2 0
 KV1016
 KV1016.Superseded values are not recommended for survey control.
 KV1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1016.See file dsdata.txt to determine how the superseded data were derived.
 KV1016
 KV1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2604931911(NAD 83)
 KV1016_MARKER: DB = BENCH MARK DISK
 KV1016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1016_SP_SET: CULVERT HEADWALL
 KV1016_STAMPING: JOBSTOWN 1935
 KV1016_MARK LOGO: CGS   
 KV1016_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1016+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1995
 KV1016
 KV1016  HISTORY     - Date     Condition        Report By
 KV1016  HISTORY     - 1935     MONUMENTED       CGS
 KV1016  HISTORY     - 19950224 GOOD             NJGS
 KV1016
 KV1016                          STATION DESCRIPTION
 KV1016
 KV1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1016'3 MI S FROM COLUMBUS.
 KV1016'3.0 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KV1016'AT COLUMBUS, BURLINGTON COUNTY, AT JOBSTOWN, OPPOSITE A SCHOOL,
 KV1016'AT THE CROSSING OF THE JACKSONVILLE-SYKESVILLE ROAD, 18 FEET EAST
 KV1016'OF THE TRACK, 15 FEET WEST OF POLE S.P. 77, AND IN THE TOP OF THE
 KV1016'HEADWALL OF A CULVERT.
 KV1016
 KV1016                          STATION RECOVERY (1995)
 KV1016
 KV1016'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV1016'THE STATION IS LOCATED IN SPRINGFIELD TOWNSHIP ON THE SOUTH SIDE OF
 KV1016'JACKSONVILLE JOBSTOWN ROAD, COUNTY ROAD 670, NEAR THE WYE JUNCTION
 KV1016'WITH JOBSTOWN COLUMBUS ROAD AND OPPOSITE THE JOBSTOWN FIRE COMPANY
 KV1016'BUILDING FOR STATION 213.  TO REACH THE STATION FROM THE INTERSECTION
 KV1016'OF U.S.  HIGHWAY 206 AND JACKSONVILLE JOBSTOWN ROAD, COUNTY ROAD 670
 KV1016'IN HANCOCK CORNER, GO EAST ON COUNTY ROAD 670 FOR 1.9 MI (3.1 KM) TO
 KV1016'THE STATION ON THE RIGHT, SET FLUSH IN THE TOP OF THE WEST END OF A
 KV1016'CULVERT HEADWALL.  THE STATION IS 17 FT (5.2 M) SOUTH SOUTHWEST FROM
 KV1016'THE CENTERLINE OF COUNTY ROAD 670, 17.5 FT (5.3 M) WEST NORTHWEST FROM
 KV1016'POLE NUMBER JC 77 SP AND 31.5 FT (9.6 M) WEST NORTHWEST FROM MILEPOST
 KV1016'MARKER 9 AND ALSO IS IN RANGE WITH THE WEST WALL OF THE JOBSTOWN FIRE
 KV1016'COMPANY BUILDING.  THE STATION DISK HAS BEEN MARRED IN THE PAST AND
 KV1016'THE STAMPING IS BARELY LEGIBLE, BUT IT IS STILL INTACT IN THE
 KV1016'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2635 ***********************************************************************
 JU2635  DESIGNATION -  JOHN 1951
 JU2635  PID         -  JU2635
 JU2635  STATE/COUNTY-  NJ/OCEAN
 JU2635  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU2635
 JU2635                         *CURRENT SURVEY CONTROL
 JU2635  ___________________________________________________________________
 JU2635* NAD 83(1996)-  39 46 40.65481(N)    074 06 54.87750(W)     ADJUSTED  
 JU2635* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 JU2635  ___________________________________________________________________
 JU2635  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 JU2635  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JU2635
 JU2635  HORZ ORDER  -  THIRD
 JU2635
 JU2635.The horizontal coordinates were established by classical geodetic methods
 JU2635.and adjusted by the National Geodetic Survey in September 1999..
 JU2635
 JU2635.The orthometric height was scaled from a topographic map.
 JU2635
 JU2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2635
 JU2635.The geoid height was determined by GEOID03.
 JU2635
 JU2635;                    North         East     Units Scale Factor Converg.
 JU2635;SPC NJ       -   104,933.985   182,958.741   MT  0.99991337   +0 14 46.2
 JU2635;SPC NJ       -   344,270.92    600,257.14   sFT  0.99991337   +0 14 46.2
 JU2635;UTM  18      - 4,403,487.691   575,767.126   MT  0.99967067   +0 33 58.0
 JU2635
 JU2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2635!SPC NJ       -   1.00000449  x   0.99991337  =   0.99991786
 JU2635!UTM  18      -   1.00000449  x   0.99967067  =   0.99967516
 JU2635
 JU2635:                Primary Azimuth Mark                     Grid Az
 JU2635:SPC NJ       -  BARNEGAT LIGHT 1872                      152 41 36.3
 JU2635:UTM  18      -  BARNEGAT LIGHT 1872                      152 22 24.5
 JU2635
 JU2635|---------------------------------------------------------------------|
 JU2635| PID    Reference Object                     Distance      Geod. Az  |
 JU2635|                                                           dddmmss.s |
 JU2635| JU2629 BARNEGAT LIGHT 1872                 APPROX. 1.7 KM 1525622.5 |
 JU2635| JU2643 BARNEGAT WATER TANK                 APPROX. 9.4 KM 2545454.0 |
 JU2635| JU2656 LARGE BUILDING CUPOLA               APPROX.14.6 KM 3320117.3 |
 JU2635|---------------------------------------------------------------------|
 JU2635
 JU2635                          SUPERSEDED SURVEY CONTROL
 JU2635
 JU2635  NAD 83(1986)-  39 46 40.64716(N)    074 06 54.86995(W) AD(       ) 3
 JU2635  NAD 27      -  39 46 40.24400(N)    074 06 56.37000(W) AD(       ) 3
 JU2635
 JU2635.Superseded values are not recommended for survey control.
 JU2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2635.See file dsdata.txt to determine how the superseded data were derived.
 JU2635
 JU2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7576703488(NAD 83)
 JU2635_MARKER: DT = TOPOGRAPHIC STATION DISK
 JU2635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU2635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2635+STABILITY: SURFACE MOTION
 JU2635
 JU2635  HISTORY     - Date     Condition        Report By
 JU2635  HISTORY     - 1951     MONUMENTED       CGS
 JU2635  HISTORY     - 1962     GOOD             CGS
 JU2635
 JU2635                          STATION DESCRIPTION
 JU2635
 JU2635'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2635'STATION IS LOCATED ABOUT 1.0 NILE NW OF THE LIGHTHOUSE AT BARNEGAT
 JU2635'CITY ON THE N SIDE OF BARNEGAT INLET.  IT IS ON HIGH GROUND, 400.0
 JU2635'FEET NE OF THE SHORE OF THE INLET, 34.7 FEET SW OF THE NW CORNER,
 JU2635'AND 34.0 FEET NW OF THE SW CORNER OF AN OLD ABANDONED SHACK (THE
 JU2635'ONLY ONE IN THE IMMEDIATE VICINITY).  THE STATION IS MARKED BY A
 JU2635'STANDARD TOPOGRAPHIC STATION DISK, STAMPED JOHN 1951, SET IN THE
 JU2635'TOP OF AN 8-INCH ROUND CONCRETE MONUMENT WHICH PROJECT 8 INCHES
 JU2635'ABOVE THE GROUND.
 JU2635
 JU2635                          STATION RECOVERY (1962)
 JU2635
 JU2635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2635'RECOVERED IN GOOD CONDITION.  THERE IS NO LONGER A SHACK IN THE
 JU2635'AREA.  THE MARK IS SET IN AN 8-INCH CONCRETE FILLED SHEET IRON PIPE
 JU2635'THAT PROJECTS 12 INCHES.
 JU2635'
 JU2635'THERE IS A STATE OF NEW JERSEY NAVIGATION BUREAU DISK STAMPED
 JU2635'JOHN OFF 1959 ABOUT 350 FEET (PACED) IN MAGNETIC AZIMUTH 145
 JU2635'DEGREES FROM THE STATION, SET IN A 6-INCH CONCRETE FILLED
 JU2635'V.C. PIPE, BELL UPWARD, THAT PROJECTS 16 INCHES.
 JU2635'
 JU2635'FROM THE END OF THE ROAD, THE STATION MAY BE REACHED BY FOLLOWING
 JU2635'THE POLE LINE TO ITS END AND THE STATION ON THE LEFT, ABOUT 600
 JU2635'FEET BEYOND THE LAST POLE.  THIS IS ABOUT 2-1/2 MILES THROUGH DEEP
 JU2635'SAND, OR MAY BE REACHED BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4152 ***********************************************************************
 KV4152  DESIGNATION -  JOINT
 KV4152  PID         -  KV4152
 KV4152  STATE/COUNTY-  NJ/ESSEX
 KV4152  USGS QUAD   -  ORANGE (1981)
 KV4152
 KV4152                         *CURRENT SURVEY CONTROL
 KV4152  ___________________________________________________________________
 KV4152* NAD 83(1996)-  40 48 40.15825(N)    074 08 20.46823(W)     ADJUSTED  
 KV4152* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV4152  ___________________________________________________________________
 KV4152  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 KV4152  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KV4152
 KV4152  HORZ ORDER  -  THIRD
 KV4152
 KV4152.The horizontal coordinates were established by classical geodetic methods
 KV4152.and adjusted by the National Geodetic Survey in September 1999..
 KV4152
 KV4152.The orthometric height was scaled from a topographic map.
 KV4152
 KV4152.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4152
 KV4152.The geoid height was determined by GEOID03.
 KV4152
 KV4152;                    North         East     Units Scale Factor Converg.
 KV4152;SPC NJ       -   219,640.741   180,454.710   MT  0.99991141   +0 14 09.3
 KV4152;SPC NJ       -   720,604.66    592,041.83   sFT  0.99991141   +0 14 09.3
 KV4152;SPC NY L     -    71,577.329   288,270.357   MT  0.99999513   -0 05 27.3
 KV4152;SPC NY L     -   234,833.29    945,767.00   sFT  0.99999513   -0 05 27.3
 KV4152;UTM  18      - 4,518,150.430   572,616.504   MT  0.99966490   +0 33 45.8
 KV4152
 KV4152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4152!SPC NJ       -   1.00000510  x   0.99991141  =   0.99991651
 KV4152!SPC NY L     -   1.00000510  x   0.99999513  =   1.00000023
 KV4152!UTM  18      -   1.00000510  x   0.99966490  =   0.99967000
 KV4152
 KV4152:                Primary Azimuth Mark                     Grid Az
 KV4152:SPC NJ       -  NUTLEY                                   011 11 08.5
 KV4152:SPC NY L     -  NUTLEY                                   011 30 45.1
 KV4152:UTM  18      -  NUTLEY                                   010 51 32.0
 KV4152
 KV4152|---------------------------------------------------------------------|
 KV4152| PID    Reference Object                     Distance      Geod. Az  |
 KV4152|                                                           dddmmss.s |
 KV4152| KV4171 NUTLEY                              APPROX. 0.8 KM 0112517.8 |
 KV4152| KV4185 D L AND W RR CHIMNEY                APPROX. 1.5 KM 0200229.9 |
 KV4152| KV4170 COUNTY 1913                         103.850 METERS 10759     |
 KV4152| KV4183 DANCE                               281.680 METERS 16329     |
 KV4152| KV4182 CHIMNEY NEAR CIDER                  APPROX. 0.5 KM 2253415.6 |
 KV4152| CB5214 JOINT RM 2                            9.982 METERS 23824     |
 KV4152| CB5213 JOINT RM 1                           13.594 METERS 29853     |
 KV4152|---------------------------------------------------------------------|
 KV4152
 KV4152                          SUPERSEDED SURVEY CONTROL
 KV4152
 KV4152  NAD 83(1996)-  40 48 40.15800(N)    074 08 20.46852(W) AD(       ) 3
 KV4152  NAD 83(1986)-  40 48 40.15483(N)    074 08 20.47614(W) AD(       ) 3
 KV4152  NAD 27      -  40 48 39.79700(N)    074 08 21.94200(W) AD(       ) 3
 KV4152
 KV4152.Superseded values are not recommended for survey control.
 KV4152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4152.See file dsdata.txt to determine how the superseded data were derived.
 KV4152
 KV4152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7261718150(NAD 83)
 KV4152_MARKER: Z = SEE DESCRIPTION
 KV4152_SETTING: 0 = UNSPECIFIED SETTING
 KV4152
 KV4152  HISTORY     - Date     Condition        Report By
 KV4152  HISTORY     - 1913     MONUMENTED       CGS
 KV4152  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4152
 KV4152                          STATION DESCRIPTION
 KV4152
 KV4152'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4152'NEAR THE N SIDE AND W END OF THE JOINT COUNTY BRIDGE, 3.29 FEET
 KV4152'S OF THE BEAM OVER THE UP STREAM GIRDER.
 KV4152'
 KV4152'THE STATION IS MARKED BY A DRILLED HOLE IN THE TOP OF A BRASS
 KV4152'WEDGE WHICH IS DRIVEN INTO ONE OF THE WOODEN BLOCKS FORMING THE
 KV4152'ROADWAY OF THE BRIDGE.  THREE DRIVEN NAILS FORM A TRIANGLE ABOUT
 KV4152'IT.
 KV4152'
 KV4152'REFERENCE MARK NO. 1 IS ON THE NE CORNER OF THE ROADWAY AT THE
 KV4152'W END OF THE BRIDGE AND MARKED U.S.C. AND G.S. AND IS 32.75 FEET
 KV4152'FROM THE STATION.
 KV4152'
 KV4152'REFERENCE MARK NO. 2, SIMILAR TO THE OTHER, IS ON SE CORNER STONE
 KV4152'OF THE ROADWAY AND 44.6 FEET FROM THE STATION.
 KV4152
 KV4152                          STATION RECOVERY (1933)
 KV4152
 KV4152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4152'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5836 ***********************************************************************
 KV5836  DESIGNATION -  JONES
 KV5836  PID         -  KV5836
 KV5836  STATE/COUNTY-  NJ/HUDSON
 KV5836  USGS QUAD   -  JERSEY CITY (1981)
 KV5836
 KV5836                         *CURRENT SURVEY CONTROL
 KV5836  ___________________________________________________________________
 KV5836* NAD 83(1996)-  40 43 41.47831(N)    074 03 00.66778(W)     ADJUSTED  
 KV5836* NAVD 88     -         2.6    (meters)       9.     (feet)  GPS OBS   
 KV5836  ___________________________________________________________________
 KV5836  X           -   1,330,096.493 (meters)                     COMP
 KV5836  Y           -  -4,653,978.959 (meters)                     COMP
 KV5836  Z           -   4,139,576.256 (meters)                     COMP
 KV5836  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 KV5836  ELLIP HEIGHT-         -29.32  (meters)          (10/23/02) GPS OBS
 KV5836  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KV5836
 KV5836  HORZ ORDER  -  FIRST
 KV5836  ELLP ORDER  -  FOURTH    CLASS I
 KV5836
 KV5836.The horizontal coordinates were established by GPS observations
 KV5836.and adjusted by the National Geodetic Survey in May 1999..
 KV5836
 KV5836.The orthometric height was determined by GPS observations and a
 KV5836.high-resolution geoid model.
 KV5836
 KV5836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5836
 KV5836.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5836
 KV5836.The ellipsoidal height was determined by GPS observations
 KV5836.and is referenced to NAD 83.
 KV5836
 KV5836.The geoid height was determined by GEOID03.
 KV5836
 KV5836;                    North         East     Units Scale Factor Converg.
 KV5836;SPC NJ       -   210,462.876   187,996.530   MT  0.99991776   +0 17 36.6
 KV5836;SPC NJ       -   690,493.62    616,785.28   sFT  0.99991776   +0 17 36.6
 KV5836;SPC NY E     -   210,462.876   187,996.530   MT  0.99991776   +0 17 36.6
 KV5836;SPC NY E     -   690,493.62    616,785.28   sFT  0.99991776   +0 17 36.6
 KV5836;SPC NY L     -    62,355.872   295,760.348   MT  0.99999715   -0 01 58.2
 KV5836;SPC NY L     -   204,579.22    970,340.41   sFT  0.99999715   -0 01 58.2
 KV5836;UTM  18      - 4,509,017.912   580,208.665   MT  0.99967918   +0 37 11.1
 KV5836
 KV5836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5836!SPC NJ       -   1.00000460  x   0.99991776  =   0.99992236
 KV5836!SPC NY E     -   1.00000460  x   0.99991776  =   0.99992236
 KV5836!SPC NY L     -   1.00000460  x   0.99999715  =   1.00000175
 KV5836!UTM  18      -   1.00000460  x   0.99967918  =   0.99968378
 KV5836
 KV5836                          SUPERSEDED SURVEY CONTROL
 KV5836
 KV5836  NAD 83(1996)-  40 43 41.47821(N)    074 03 00.66785(W) AD(       ) 1
 KV5836  NAD 83(1996)-  40 43 41.47712(N)    074 03 00.66882(W) AD(       ) 1
 KV5836  NAD 83(1992)-  40 43 41.47614(N)    074 03 00.67042(W) AD(       ) 1
 KV5836  NAD 83(1986)-  40 43 41.47639(N)    074 03 00.67030(W) AD(       ) 1
 KV5836  NAD 83(1986)-  40 43 41.46941(N)    074 03 00.67250(W) AD(       ) 2
 KV5836  NGVD 29 (09/27/88)    1.9    (m)            6.     (f) GPS OBS        
 KV5836
 KV5836.Superseded values are not recommended for survey control.
 KV5836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5836.See file dsdata.txt to determine how the superseded data were derived.
 KV5836
 KV5836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8020909018(NAD 83)
 KV5836_MARKER: DD = SURVEY DISK
 KV5836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5836_SP_SET: CONCRETE POST
 KV5836_STAMPING: JONES 1985
 KV5836_MARK LOGO: PSEG  
 KV5836_PROJECTION: FLUSH
 KV5836_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5836+STABILITY: SURFACE MOTION
 KV5836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5836+SATELLITE: SATELLITE OBSERVATIONS - November 06, 1998
 KV5836
 KV5836  HISTORY     - Date     Condition        Report By
 KV5836  HISTORY     - 1985     MONUMENTED       PSEG
 KV5836  HISTORY     - 1985     GOOD             PSEG
 KV5836  HISTORY     - 19860427 GOOD             GEOHYD
 KV5836  HISTORY     - 19920227 GOOD             NJGS
 KV5836  HISTORY     - 19950920 GOOD             NJGS
 KV5836  HISTORY     - 19981106 GOOD             STEWRT
 KV5836  HISTORY     - 20031216 MARK NOT FOUND   INDIV
 KV5836
 KV5836                          STATION DESCRIPTION
 KV5836
 KV5836'DESCRIBED BY PUBLIC SERVICE E + G 1985 (AH)
 KV5836'THE STATION IS LOCATED IN A GRASSY AREA AT THE ENTRANCE TO THE ENDS
 KV5836'JONES MEMORIAL PARK NEAR THE INTERSECTION OF PAVONIA AVE AND BRUNSWICK
 KV5836'ST. IN JERSEY CITY, N.J.
 KV5836'
 KV5836'TO REACH THE STATION FROM THE INTERSECTION OF COMMUNIPAW AVE AND ROUTE
 KV5836'440 IN JERSEY CITY, GO EAST ON COMMUNIPAW AVE 2.0 KM (1.25 MI) TO
 KV5836'GRAND AVE, GO NORTH AND EAST ON GRAND AVE 1.4 KM (0.87 MI) TO MONMOUTH
 KV5836'AVE, TURN LEFT ON MONMOUTH AVE AND GO NORTH 1.3 KM (0.8 MI) TO PAVONIA
 KV5836'AVE, TURN LEFT ON PAVONIA AVE AND GO WEST ONE BLOCK TO BRUNSWICK ST.
 KV5836'AND STATION ON THE RIGHT.
 KV5836'
 KV5836'THE STATION IS AT THE NW CORNER OF THE INTERSECTION OF BRUNSWICK ST.
 KV5836'AND PAVONIA AVE.  IT IS 0.94 M WEST OF THE CONCRETE WALL ON THE WEST
 KV5836'SIDE OF BRUNSWICK ST AND 3.81 M NORTH OF THE CONCRETE WALL ON THE
 KV5836'NORTH SIDE OF PAVONIA AVE.
 KV5836'
 KV5836'THE MARK IS A BRASS DISK STAMPED---JONES 1985 PSE+G CONTROL SURVEY
 KV5836'MARK---.
 KV5836
 KV5836                          STATION RECOVERY (1985)
 KV5836
 KV5836'RECOVERY NOTE BY PUBLIC SERVICE E + G 1985
 KV5836'RECOVERED IN GOOD CONDITION.
 KV5836
 KV5836                          STATION RECOVERY (1986)
 KV5836
 KV5836'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1986
 KV5836'RECOVERED IN GOOD CONDITION.
 KV5836
 KV5836                          STATION RECOVERY (1992)
 KV5836
 KV5836'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV5836'THE STATION IS LOCATED IN THE CITY OF JERSEY CITY IN THE ENOS F. JONES
 KV5836'MEMORIAL PARK, NEAR THE NORTHWEST CORNER OF THE INTERSECTION OF
 KV5836'PAVONIA AVENUE AND BRUNSWICK STREET.  TO REACH THE STATION FROM THE
 KV5836'TOLL BOOTH OF THE NEW JERSEY TURNPIKE AT INTERCHANGE 14C, GO 2.2 MI
 KV5836'(3.5 KM) EAST ON INTERSTATE HIGHWAY 78 TO THE INTERSECTION WITH
 KV5836'JERSEY AVENUE.  TURN RIGHT AND 0.1MI TO THE INTERSECTION WITH TENTH
 KV5836'STREET.  TURN RIGHT ON TENTH STREET AND GO 0.3 MI, (0.5 KM) WHICH
 KV5836'BECOMES BRUNSWICK STREET TO THE STATION ON THE RIGHT.  THE STATION IS
 KV5836'14.4 M (47.2 FT) WEST OF A NAIL WITH WASHER IN POLE NUMBER HV, 8.9 M
 KV5836'(29.2 FT) SOUTH OF A NAIL WITH WASHER IN POLE NUMBER 15654 JC AND 3.1
 KV5836'M (10.2 FT) NORTH OF A CROSSCUT IN THE TOP OF A CONCRETE WALL. THE
 KV5836'STATION, STAMPED JONES 1985, IS A STANDARD PUBLIC SERVICE ELECTRIC
 KV5836'AND GAS COMPANY CONTROL SURVEY MARK SET IN THE TOP OF A ROUND
 KV5836'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
 KV5836
 KV5836                          STATION RECOVERY (1995)
 KV5836
 KV5836'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 KV5836'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS TO THE 1992
 KV5836'RECOVERY.  THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF ENOS
 KV5836'JONES MEMORIAL PARK, WHICH IS LOCATED ON THE NORTHWEST CORNER OF THE
 KV5836'JUNCTION OF PAVONIA STREET AND BRUNSWICK STREET.  THE STATION IS 11.2
 KV5836'FT (3.4 M) NORTHEAST FROM THE RETAINING WALL ON THE NORTH SIDE OF THE
 KV5836'VEHICULAR DRIVEWAY LEADING TO THE FIELD HOUSE, 3.0 FT (0.9 M)
 KV5836'NORTHWEST OF A CONCRETE RETAINING WALL ON THE NORTHWEST SIDE OF
 KV5836'BRUNSWICK STREET AND 65.7 FT (20.0 M) SOUTHEAST FROM THE EAST CORNER
 KV5836'OF THE FIELD HOUSE.
 KV5836
 KV5836                          STATION RECOVERY (1998)
 KV5836
 KV5836'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1998 (JMS)
 KV5836'NO CHANGE SUITABLE FOR GPS OBSERVATION.
 KV5836
 KV5836                          STATION RECOVERY (2003)
 KV5836
 KV5836'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RFH)
 KV5836'STATION WAS NOT FOUND. ALTHOUGH THERE WAS SOME SNOW ON THE GROUND, THE
 KV5836'TIE DISTANCES TO UTILITY POLE THAT WERE DESCRIBED WERE NOT FOUND.
 KV5836'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5744 ***********************************************************************
 KV5744  DESIGNATION -  JONES 2
 KV5744  PID         -  KV5744
 KV5744  STATE/COUNTY-  NJ/BURLINGTON
 KV5744  USGS QUAD   -  BEVERLY (1973)
 KV5744
 KV5744                         *CURRENT SURVEY CONTROL
 KV5744  ___________________________________________________________________
 KV5744* NAD 83(1996)-  40 03 24.15117(N)    074 56 56.71375(W)     ADJUSTED  
 KV5744* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5744  ___________________________________________________________________
 KV5744  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 KV5744  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV5744
 KV5744  HORZ ORDER  -  SECOND
 KV5744
 KV5744.The horizontal coordinates were established by classical geodetic methods
 KV5744.and adjusted by the National Geodetic Survey in September 1999..
 KV5744
 KV5744.The orthometric height was scaled from a topographic map.
 KV5744
 KV5744.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5744
 KV5744.The geoid height was determined by GEOID03.
 KV5744
 KV5744;                    North         East     Units Scale Factor Converg.
 KV5744;SPC NJ       -   135,907.065   111,686.222   MT  0.99991807   -0 17 20.4
 KV5744;SPC NJ       -   445,888.43    366,423.88   sFT  0.99991807   -0 17 20.4
 KV5744;SPC PA S     -    84,109.133   838,938.650   MT  0.99998300   +1 49 02.0
 KV5744;SPC PA S     -   275,948.05  2,752,417.89   sFT  0.99998300   +1 49 02.0
 KV5744;UTM  18      - 4,434,052.598   504,342.308   MT  0.99960023   +0 01 58.0
 KV5744
 KV5744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5744!SPC NJ       -   1.00000490  x   0.99991807  =   0.99992297
 KV5744!SPC PA S     -   1.00000490  x   0.99998300  =   0.99998790
 KV5744!UTM  18      -   1.00000490  x   0.99960023  =   0.99960513
 KV5744
 KV5744:                Primary Azimuth Mark                     Grid Az
 KV5744:SPC NJ       -  ANDALUSIA ENTERPRISE MFG TANK            030 23 55.2
 KV5744:SPC PA S     -  ANDALUSIA ENTERPRISE MFG TANK            028 17 32.8
 KV5744:UTM  18      -  ANDALUSIA ENTERPRISE MFG TANK            030 04 36.8
 KV5744
 KV5744|---------------------------------------------------------------------|
 KV5744| PID    Reference Object                     Distance      Geod. Az  |
 KV5744|                                                           dddmmss.s |
 KV5744| KV5749 ANDALUSIA ENTERPRISE MFG TANK       APPROX. 1.6 KM 0300634.8 |
 KV5744| KV5748 MUD ISLAND RANGE FRONT LIGHT        APPROX. 1.5 KM 0325124.9 |
 KV5744| KV5694 BEVERLY RANGE REAR LIGHT            APPROX. 1.9 KM 0341237.5 |
 KV5744| KV5765 BEVERLY RANGE FRONT LIGHT           APPROX. 2.0 KM 0382008.0 |
 KV5744| KV5691 DRENNAN                             APPROX. 1.4 KM 0584635.8 |
 KV5744| CB5215 JONES 2 RM 1                         22.600 METERS 13305     |
 KV5744| CB5216 JONES 2 RM 2                         22.578 METERS 20645     |
 KV5744|---------------------------------------------------------------------|
 KV5744
 KV5744                          SUPERSEDED SURVEY CONTROL
 KV5744
 KV5744  NAD 83(1986)-  40 03 24.14990(N)    074 56 56.71530(W) AD(       ) 2
 KV5744  NAD 27      -  40 03 23.74900(N)    074 56 58.10800(W) AD(       ) 2
 KV5744
 KV5744.Superseded values are not recommended for survey control.
 KV5744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5744.See file dsdata.txt to determine how the superseded data were derived.
 KV5744
 KV5744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0434234053(NAD 83)
 KV5744_MARKER: DS = TRIANGULATION STATION DISK
 KV5744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5744
 KV5744  HISTORY     - Date     Condition        Report By
 KV5744  HISTORY     - 1935     MONUMENTED       CGS
 KV5744  HISTORY     - 1947     MARK NOT FOUND   CGS
 KV5744
 KV5744                          STATION DESCRIPTION
 KV5744
 KV5744'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5744'STATION IS AT DELANCO, ON MANOR FARM, 0.6 MILE NE ALONG
 KV5744'N BURLINGTON AVENUE FROM INTERSECTION WITH UNION AVENUE, THENCE
 KV5744'1/4 MILE NW ALONG LANE, 60.30 METERS N FROM NW CORNER SUN PORCH
 KV5744'OF DR. COLLINS HOUSE, 56.10 METERS FROM NE CORNER SAME SUN PORCH,
 KV5744'31.40 METERS FROM CENTER OF SMALL IRON GATEWAY, 17.85 METERS N
 KV5744'OF NEAR SIDE OF A 2-FOOT TREE.
 KV5744'
 KV5744'REFERENCE MARK NO. 1 IS 10 METERS S OF GATEWAY.
 KV5744'
 KV5744'REFERENCE MARK NO. 2 IS 1.1 METERS S OF LOW COBBLESTONE WALL.
 KV5744'
 KV5744'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5744'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 KV5744'
 KV5744'MAIN SCHEME STATION.
 KV5744'
 KV5744'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV5744
 KV5744                          STATION RECOVERY (1947)
 KV5744
 KV5744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5744'STATION AND REFERENCE MARKS WERE NOT FOUND AFTER FOUR HOURS OF
 KV5744'DIGGING.  CONSIDERABLE FILL HAS BEEN MADE IN THE AREA DURING THE
 KV5744'PAST FEW YEARS.  THE GATEWAY IS NON-EXISTENT AND THE PRESENT TENANT
 KV5744'WAS NOT FAMILIAR WITH ITS ORIGINAL LOCATION.  ONLY SHORT PORTIONS
 KV5744'OF THE LOW COBBLESTONE WALL REMAIN ABOVE THE GROUND SURFACE.
 KV5744'
 KV5744'IT IS BELIEVED THAT THE NE CORNER OF THE HOUSE WAS USED AS A
 KV5744'REFERENCE RATHER THAN THE NE CORNER OF THE SUN PORCH.  OR THAT
 KV5744'ONE OF THE REFERENCE DISTANCES FROM THE SUN PORCH IS IN ERROR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3358 ***********************************************************************
 JU3358  CBN         -  This is a Cooperative Base Network Control Station.
 JU3358  DESIGNATION -  JOSCELYNE 2
 JU3358  PID         -  JU3358
 JU3358  STATE/COUNTY-  NJ/CUMBERLAND
 JU3358  USGS QUAD   -  CEDARVILLE (1992)
 JU3358
 JU3358                         *CURRENT SURVEY CONTROL
 JU3358  ___________________________________________________________________
 JU3358* NAD 83(1996)-  39 18 40.59296(N)    075 08 21.30913(W)     ADJUSTED  
 JU3358* NAVD 88     -        20.250  (meters)      66.44   (feet)  ADJUSTED  
 JU3358  ___________________________________________________________________
 JU3358  X           -   1,267,348.878 (meters)                     COMP
 JU3358  Y           -  -4,776,213.001 (meters)                     COMP
 JU3358  Z           -   4,019,105.141 (meters)                     COMP
 JU3358  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 JU3358  ELLIP HEIGHT-         -13.87  (meters)          (09/23/02) GPS OBS
 JU3358  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JU3358  DYNAMIC HT  -          20.239 (meters)      66.40  (feet)  COMP
 JU3358  MODELED GRAV-     980,109.7   (mgal)                       NAVD 88
 JU3358
 JU3358  HORZ ORDER  -  B
 JU3358  VERT ORDER  -  SECOND    CLASS I
 JU3358  ELLP ORDER  -  FOURTH    CLASS I
 JU3358
 JU3358.The horizontal coordinates were established by GPS observations
 JU3358.and adjusted by the National Geodetic Survey in July 1997..
 JU3358
 JU3358.The orthometric height was determined by differential leveling
 JU3358.and adjusted by the National Geodetic Survey in October 1996..
 JU3358.WARNING-GPS observations at this control monument resulted in a GPS
 JU3358.derived orthometric height which differed from the leveled height by
 JU3358.more than one decimeter (0.1 meter).
 JU3358
 JU3358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3358
 JU3358.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3358
 JU3358.The ellipsoidal height was determined by GPS observations
 JU3358.and is referenced to NAD 83.
 JU3358
 JU3358.The geoid height was determined by GEOID03.
 JU3358
 JU3358.The dynamic height is computed by dividing the NAVD 88
 JU3358.geopotential number by the normal gravity value computed on the
 JU3358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU3358.degrees latitude (g = 980.6199 gals.).
 JU3358
 JU3358.The modeled gravity was interpolated from observed gravity values.
 JU3358
 JU3358;                    North         East     Units Scale Factor Converg.
 JU3358;SPC NJ       -    53,249.205    94,872.589   MT  0.99993741   -0 24 18.0
 JU3358;SPC NJ       -   174,701.77    311,261.15   sFT  0.99993741   -0 24 18.0
 JU3358;UTM  18      - 4,351,329.363   487,994.888   MT  0.99960177   -0 05 17.6
 JU3358
 JU3358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3358!SPC NJ       -   1.00000218  x   0.99993741  =   0.99993959
 JU3358!UTM  18      -   1.00000218  x   0.99960177  =   0.99960395
 JU3358
 JU3358:                Primary Azimuth Mark                     Grid Az
 JU3358:SPC NJ       -  JOSCELYNE 2 RM 1 AZIMUTH                 076 34 30.6
 JU3358:UTM  18      -  JOSCELYNE 2 RM 1 AZIMUTH                 076 15 30.2
 JU3358
 JU3358|---------------------------------------------------------------------|
 JU3358| PID    Reference Object                     Distance      Geod. Az  |
 JU3358|                                                           dddmmss.s |
 JU3358| CB2132 JOSCELYNE 2 RM 1 AZIMUTH                           0761012.6 |
 JU3358| AA7399 JOSCELYNE 2 RM 2                     33.034 METERS 07709     |
 JU3358| JU3375 ELBOW OF CROSS LEDGE LIGHT          APPROX.18.2 KM 2175620.9 |
 JU3358| JU3357 JOSCELYNE RESET                      18.136 METERS 23054     |
 JU3358| JU3382 MAHON RIVER LIGHT                   APPROX.26.6 KM 2381515.4 |
 JU3358| CB2133 JOSCELYNE 2 RM 3                     29.078 METERS 27814     |
 JU3358| AA7398 JOSCELYNE 2 RM 4                     16.321 METERS 30410     |
 JU3358|---------------------------------------------------------------------|
 JU3358
 JU3358                          SUPERSEDED SURVEY CONTROL
 JU3358
 JU3358  ELLIP H (07/24/97)  -13.87   (m)                       GP(       ) 3 2
 JU3358  NAD 83(1992)-  39 18 40.59263(N)    075 08 21.30888(W) AD(       ) B
 JU3358  ELLIP H (04/04/94)  -13.92   (m)                       GP(       ) 3 1
 JU3358  NAD 83(1992)-  39 18 40.59262(N)    075 08 21.30888(W) AD(       ) B
 JU3358  ELLIP H (12/31/92)  -13.91   (m)                       GP(       ) 4 1
 JU3358  NAD 83(1991)-  39 18 40.58417(N)    075 08 21.30692(W) AD(       ) 1
 JU3358  ELLIP H (01/27/92)  -13.97   (m)                       GP(       ) 4 1
 JU3358  NAD 83(1986)-  39 18 40.57816(N)    075 08 21.31006(W) AD(       ) 1
 JU3358  NAD 27      -  39 18 40.16600(N)    075 08 22.65100(W) AD(       ) 1
 JU3358  NAVD 88 (08/14/98)   20.25   (m)           66.4    (f) LEVELING    3  
 JU3358  NGVD 29 (08/10/88)   20.6    (m)           68.     (f) GPS OBS        
 JU3358
 JU3358.Superseded values are not recommended for survey control.
 JU3358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3358.See file dsdata.txt to determine how the superseded data were derived.
 JU3358
 JU3358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8799551329(NAD 83)
 JU3358_MARKER: DS = TRIANGULATION STATION DISK
 JU3358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3358_SP_SET: SQUARE CONCRETE MONUMENT
 JU3358_STAMPING: JOSCELYNE 2 1932
 JU3358_MARK LOGO: CGS   
 JU3358_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3358+STABILITY: SURFACE MOTION
 JU3358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3358+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1997
 JU3358
 JU3358  HISTORY     - Date     Condition        Report By
 JU3358  HISTORY     - 1932     MONUMENTED       CGS
 JU3358  HISTORY     - 1932     GOOD             CGS
 JU3358  HISTORY     - 1934     GOOD             CGS
 JU3358  HISTORY     - 1935     GOOD             CGS
 JU3358  HISTORY     - 1950     GOOD             CGS
 JU3358  HISTORY     - 1970     GOOD             NGS
 JU3358  HISTORY     - 1979     GOOD             NGS
 JU3358  HISTORY     - 1987     GOOD             AEROS
 JU3358  HISTORY     - 19901121 GOOD             NGS
 JU3358  HISTORY     - 19920511 GOOD             NJGS
 JU3358  HISTORY     - 19920511 GOOD             NJGS
 JU3358  HISTORY     - 19940831 GOOD             NJGS
 JU3358  HISTORY     - 19940907 GOOD             NJGS
 JU3358  HISTORY     - 19970115 GOOD             NJGS
 JU3358
 JU3358                          STATION DESCRIPTION
 JU3358
 JU3358'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU3358'STATION IS ABOUT 2 MILES NE OF NEWPORT ON LAND BELONGING TO
 JU3358'HOWARD JOSCELYNE.  FROM NEWPORT TAKE PAVED HIGHWAY IN A
 JU3358'NORTHEASTERLY DIRECTION FROM THE POST OFFICE ABOUT 0.9 MILE TO A
 JU3358'POINT WHERE THE MAIN HIGHWAY TURNS SHARP LEFT AND A GRAVEL ROAD
 JU3358'CONTINUES STRAIGHT AHEAD, FOLLOW THIS GRAVEL ROAD, WHICH BECOMES
 JU3358'SAND, STRAIGHT AHEAD FOR 1.1 MILES TO THE STATION.  THE STATION
 JU3358'IS ON THE S SIDE OF THIS SAND ROAD 6.7 METERS S OF CENTER LINE.
 JU3358'46 METERS E OF A 4-FOOT OAK TREE.  ABOUT 46 METERS ESE OF
 JU3358'DWELLING HOUSE ON N SIDE OF ROAD.
 JU3358'
 JU3358'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU3358'DISKS SET IN CONCRETE.
 JU3358'
 JU3358'REFERENCE MARK NO. 1 IS NE OF STATION 3.4 METERS N OF CENTER
 JU3358'LINE OF SAND ROAD.  AT THE S EDGE OF CULTIVATED FIELD.
 JU3358'
 JU3358'REFERENCE MARK NO. 2 IS ENE OF STATION 6.4 METERS S OF CENTER
 JU3358'LINE OF SAND ROAD.
 JU3358'
 JU3358'REFERENCE MARK NO. 3 IS WSW OF STATION 6.4 METERS N OF CENTER
 JU3358'LINE OF SAND ROAD.  22 METERS NE OF 4-FOOT OAK.
 JU3358'
 JU3358'A DIRECT CONNECTION WAS MADE TO JOSCELYNE 1834 SEE RECOVERY
 JU3358'NOTE FOR THIS STATION.
 JU3358'
 JU3358'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JU3358
 JU3358                          STATION RECOVERY (1932)
 JU3358
 JU3358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 JU3358'RECOVERED IN GOOD CONDITION.
 JU3358
 JU3358                          STATION RECOVERY (1934)
 JU3358
 JU3358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ER)
 JU3358'STATION RECOVERED.  A DIRECT CONNECTION WAS MADE TO
 JU3358'JOSCELYNE 1840.
 JU3358'
 JU3358'JOSCELYNE 1840 RECOVERED MARKED BY STONE JUG IN BEAN PATCH 18.138
 JU3358'METERS S 59 DEG 15 MIN W FROM JOSCEIYNE 2.
 JU3358'
 JU3358'S 50 DEG 48 MIN W.
 JU3358
 JU3358                          STATION RECOVERY (1935)
 JU3358
 JU3358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU3358'THE STATION RECOVERED.  ALL MARKS FOUND IN GOOD
 JU3358'CONDITION.  REFERENCE MARK NO. 2 IS 108.35 FEET FROM STATION
 JU3358'(INSTEAD OF 108.2 FEET).  OTHERWISE THE ORIGINAL DESCRIPTION IS
 JU3358'ADEQUATE IN ALL RESPECTS.
 JU3358
 JU3358                          STATION RECOVERY (1950)
 JU3358
 JU3358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RGH)
 JU3358'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 JU3358'CONDITION.  DISTANCE TAPED TO REFERENCE MARK 2 WITH STEEL TAPE
 JU3358'AND FOUND TO BE CORRECT.
 JU3358'
 JU3358'JOSCELYNE WAS RECOVERED BY SETTING INSTRUMENT OVER JOSCELYNE 2.
 JU3358'AND MEASURING THE ANGLE AND DISTANCE TO STATION BY INITIALING
 JU3358'ON REFERENCE MARK 2.  BY THIS METHOD A HOLLOW TRUNCATED CONE
 JU3358'MADE OF PORCELAIN WAS RECOVERED ABOUT 1.5 FEET UNDER THE SURFACE.
 JU3358'
 JU3358'REFERENCE MARKS 1 AND 3 WERE NOT RECOVERED AND ACCORDING TO
 JU3358'THE REFERENCE MEASUREMENTS TAKEN, THESE MARKS HAVE APPARENTLY
 JU3358'BEEN DESTROYED DUE TO THE WIDENING AND PAVING OF THE ROAD.
 JU3358'
 JU3358'PRESENT DESCRIPTION IS INADEQUATE AND A NEW DESCRIPTION FOLLOWS--
 JU3358'
 JU3358'STATION IS LOCATED 2 MILES NE OF NEWPORT, AT THE SE CORNER OF
 JU3358'A T-ROAD JUNCTION FORMED BY THE PAVED ROAD AND A DIRT ROAD
 JU3358'LEADING S, 19.5 FEET S OF THE CENTER LINE OF THE PAVED ROAD.
 JU3358'49.0 FEET SW FROM ACE POLE NUMBER 5258, 96.0 FEET SE OF ACE POLE
 JU3358'NUMBER 5257 AND 17.5 FEET NE OF A 14-INCH OAK.  A STANDARD DISK.
 JU3358'STAMPED JOSCELYNE 2 1932 AND SET IN THE TOP OF A 12-INCH
 JU3358'SQUARE MONUMENT PROJECTING 4 INCHES.
 JU3358
 JU3358                          STATION RECOVERY (1970)
 JU3358
 JU3358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU3358'STATION MARK AND RM 2 WERE RECOVERED IN GOOD CONDITION.  RMS 1
 JU3358'AND 3 WERE NOT FOUND.  THE RECOVERY NOTE BY R.G.H. IN 1950 IS
 JU3358'ADEQUATE WITH THE FOLLOWING ADDITIONS--STATION IS 33.0 FEET
 JU3358'EAST OF THE CENTERLINE OF THE SAND ROAD AND 19.0 FEET NORTHWEST
 JU3358'OF A BORROW PIT BANK.  RM 2 IS ABOUT 600 FEET WEST OF A
 JU3358'ONE-STORY HOUSE AND 16.5 FEET SOUTH OF THE CENTERLINE OF THE
 JU3358'BLACKTOP ROAD.
 JU3358'
 JU3358'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3358'2.0 MILES NE OF NEWPORT.
 JU3358
 JU3358                          STATION RECOVERY (1979)
 JU3358
 JU3358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 JU3358'THE STATION MARK AND REFERENCE MARK TWO WERE RECOVERED AND FOUND IN
 JU3358'GOOD CONDITION.  REFERENCE MARKS ONE AND THREE WERE SEARCHED FOR BUT
 JU3358'NOT FOUND.  THEY WERE BELIEVED DESTROYED WHEN THE ROAD NEAR THE
 JU3358'STATION WAS WIDENED.  A NEW REFERENCE MARK FOUR WAS ESTABLISHED.  A
 JU3358'NEW CONCRETE MONUMENT WAS SET AT STATION JOSCELYNE 1834, SEE
 JU3358'DESCRIPTION THEREOF.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 JU3358'
 JU3358'THE STATION IS LOCATED ABOUT 8 AIRLINE MILES SOUTHWEST OF MILLVILLE,
 JU3358'2 MILES NORTHEAST OF NEWPORT AND IN THE SOUTH PART OF EDWARD G. BEVAN
 JU3358'FISH AND WILDLIFE MANAGEMENT AREA.  THE PROPERTY IS OWNED BY MR.
 JU3358'DAYTON WARFLE JR. AND HIS ADDRESS IS UNKNOWN.
 JU3358'
 JU3358'TO REACH THE STATION FROM THE POST OFFICE IN NEWPORT, GO EAST ON MAIN
 JU3358'STREET FOR 1.0 MILE TO STATE HIGHWAY 553.  CONTINUE STRAIGHT AHEAD ON
 JU3358'A PAVED ROAD, NORTHEAST, FOR 0.6 MILE TO A FORK.  KEEP RIGHT AND
 JU3358'CONTINUE NORTHEAST ON THE PAVED ROAD FOR 0.4 MILE TO A RAILROAD
 JU3358'CROSSING.  CONTINUE STRAIGHT AHEAD AND GO EAST ON THE PAVED ROAD FOR
 JU3358'0.7 MILE TO A SAND ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.
 JU3358'
 JU3358'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 JU3358'STAMPED---JOSCELYNE 2 1932---SET INTO THE TOP OF A SQUARE CONCRETE
 JU3358'MONUMENT 10 CM (4 INCHES) ON SIDE LOCATED 30.02 METERS (98.5 FEET) SE
 JU3358'FROM A POWERLINE POLE WITH NO NUMBER, 15.70 METERS (51.5 FEET) SW
 JU3358'FROM A POWERLINE POLE NUMBERED 5258, 10.36 METERS (34.0 FEET) E FROM
 JU3358'THE CENTER OF THE SAND ROAD, 5.49 METERS (18.0 FEET) S FROM THE
 JU3358'CENTER OF THE PAVED ROAD, AND 0.67 METER (2.2 FEET) NNE FROM A
 JU3358'WITNESS POST.
 JU3358'
 JU3358'THE UNDERGROUND MARK IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 JU3358'NOS) DISK SET INTO AN IRREGULAR MASS OF CONCRETE.
 JU3358'
 JU3358'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 JU3358'NOS) DISK STAMPED---JOSCELYNE 2 NO2 1932---SET INTO THE TOP OF A
 JU3358'SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 10 CM
 JU3358'(4 INCHES) ABOVE THE GROUND LOCATED 5.55 METERS (18.2 FEET) S FROM
 JU3358'THE CENTER OF THE PAVED ROAD, 23.96 METERS (78.6 FEET) SE FROM THE
 JU3358'POWERLINE POLE NUMBERED 5258, 43.28 METERS (142.0 FEET) E FROM THE
 JU3358'CENTER OF THE SAND ROAD, 0.61 METER (2.0 FEET) WSW FROM A WITNESS
 JU3358'POST, AND 0.3 METER (1 FOOT) HIGHER THAN THE STATION.
 JU3358'
 JU3358'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JU3358'STAMPED---JOSCELYNE 2 1932 NO 4 1979---SET INTO THE TOP OF A ROUND
 JU3358'CONCRETE MONUMENT 25 CM (10 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 JU3358'LOCATED 22.56 METERS (74.0 FEET) W FROM THE POWERLINE POLE NUMBERED
 JU3358'5258, 16.70 METERS (54.8 FEET) E FROM THE POWERLINE POLE WITH NO
 JU3358'NUMBER, 6.28 METERS (20.6 FEET) N FROM THE CENTER OF THE PAVED ROAD,
 JU3358'0.34 METER (1.1 FEET) W FROM A WITNESS POST, AND 0.3 METER (1 FOOT)
 JU3358'LOWER THAN THE STATION.
 JU3358'
 JU3358'THERE IS NO SUITABLE LOCATION TO SET AN AZIMUTH MARK AT THIS DATE.
 JU3358
 JU3358                          STATION RECOVERY (1987)
 JU3358
 JU3358'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (JKP)
 JU3358'THE STATION WAS RECOVERED AT THIS DATE.
 JU3358'STATION JOSCELYNE 1834, RM 2, AND JOSCELYNE 2 1834 NO-4 1979 WERE
 JU3358'RECOVERED IN GOOD CONDITION AT THIS DATE.  A NEW TO REACH
 JU3358'DESCRIPTION FOLLOWS.  TO REACH THE STATION FROM THE U.S. POST OFFICE
 JU3358'IN NEWPORT GO NORTHEAST FOR 1.29 KM (0.8 MI) ON COUNTY ROUTE 656
 JU3358'(MAIN STREET) TO THE JUNCTION OF COUNTY ROUTE 553.  CONTINUE
 JU3358'STRAIGHT AHEAD AND GO NORTHEAST FOR 0.72 KM (0.45 MI) ON COUNTY
 JU3358'ROUTE 656 TO A (Y) JUNCTION AT A BLACKTOP ROAD.  FOLLOW THE RIGHT
 JU3358'FORK AND GO EASTERLY FOR 1.77 KM (1.1 MI) ON THE BLACKTOP ROAD TO
 JU3358'THE STATION ON THE RIGHT.  LOCATED 1.8 METERS (6 FEET) NORTH FROM A
 JU3358'CARSONITE WITNESS POST, 3.6 METERS (12 FEET) NORTHWEST FROM A
 JU3358'TRIANGULAR BLAZE ON A 25 CM DIAMETER WILD CHERRY TREE, 2.4 METERS (8
 JU3358'FEET) SOUTH FROM THE SOUTH EDGE OF THE BLACKTOP ROAD.  THE STATION
 JU3358'PROJECTS 7.6 CM ABOVE THE GROUND.
 JU3358
 JU3358                          STATION RECOVERY (1990)
 JU3358
 JU3358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU3358'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTH OF NEWPORT, 12.8 KM
 JU3358'(8.0 MI) SOUTHWEST OF MILLVILLE, ON THE SOUTH SIDE OF ACKELY ROAD AND
 JU3358'1.20 EAST OF THE JUNCTION OF THE NEW JERSEY CENTRAL RAILROAD.
 JU3358'OWNERSHIP--UNKNOWN.
 JU3358'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS 535 AND 656 ON
 JU3358'THE NORTHEAST SIDE OF NEWPORT, GO NORTHEAST ON COUNTY ROAD 656 FOR
 JU3358'0.64 KM (0.40 MI) TO A FORK, BEAR RIGHT ON ACKELY ROAD (NOT MARKED)
 JU3358'FOR 0.64 KM (0.40 MI) TO A RAILROAD CROSSING, CONTINUE AHEAD FOR 1.21
 JU3358'KM (0.75 MI) TO THE JUNCTION OF A SAND ROAD AND THE STATION ON THE
 JU3358'RIGHT ON THE EAST SIDE OF THE SAND ROAD.
 JU3358'THE STATION IS PROJECTING ABOUT 0.09 M (0.30 FT) ABOVE THE GROUND AND
 JU3358'LOCATED 15.9 M (52.2 FT) SOUTHEAST AND ACROSS THE ROAD FROM A METAL
 JU3358'WITNESS POST, 11.3 M (37.1 FT) EAST OF THE CENTER OF THE SAND ROAD,
 JU3358'1.8 M (5.9 FT) NORTH OF A FIBERGLASSS WITNESS POST AND 0.3 M
 JU3358'(1.0 FT) WEST OF A FIBERGLASS WITNESS POST.
 JU3358
 JU3358                          STATION RECOVERY (1992)
 JU3358
 JU3358'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 JU3358'THE STATION IS LOCATED IN DOWNE TOWNSHIP ON THE SOUTHEAST SIDE OF
 JU3358'ACKLEY ROAD, COUNTY ROAD 718, ADJACENT TO THE GLADES WILDLIFE REFUGE.
 JU3358'OWNERSHIP--UNKNOWN.
 JU3358'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 49 AND THE
 JU3358'EXIT RAMP LEADING FROM STATE HIGHWAY 55 AT INTERCHANGE 24, GO WEST ON
 JU3358'HIGHWAY 49 FOR 1.35 MI (2.17 KM) TO THE JUNCTION WITH STATE HIGHWAY
 JU3358'47.  CONTINUE WEST ON HIGHWAY 49 FOR 0.25 MI (0.40 KM) TO THE
 JU3358'JUNCTION WITH CEDAR STREET ON THE LEFT.  TURN LEFT, SOUTHWEST, ON
 JU3358'CEDAR STREET (COUNTY ROAD 555) FOR 0.2 MI (0.32 KM) TO THE JUNCTION
 JU3358'WITH CEDARVILLE ROAD (COUNTY ROAD 610).  CONTINUE AHEAD ON CEDARVILLE
 JU3358'ROAD FOR 5.3 MI (8.53 KM) TO THE FORK JUNCTION WITH NEWPORT CEDAR
 JU3358'GROVE ROAD (COUNTY ROAD 629).  BEAR TO THE LEFT, SOUTHWEST, ON COUNTY
 JU3358'ROAD 629 FOR 3.6 MI (5.79 KM) TO THE INTERSECTION WITH COUNTY ROAD
 JU3358'553.  TURN LEFT, SOUTH-SOUTHEAST, ON COUNTY RAOD 553 FOR 0.4 MI
 JU3358'(0.64 KM) TO THE INTERSECTION WITH BAPTIST ROAD AT FRONES CORNERS.
 JU3358'TURN LEFT, EAST, ON COUNTY ROAD 656 FOR 0.4 MI (0.64 KM) TO A
 JU3358'REVERSE Y-JUNCTION.  BEAR TO THE RIGHT AND CONTINUE EAST ON ACKLEY
 JU3358'ROAD FOR 0.35 MI (0.56 KM) TO A RAILROAD CROSSING.  CONTINUE AHEAD,
 JU3358'EAST, PASSING THE ATLANTIC CITY ELECTRIC COMPANY NEWPORT SUBSTATION
 JU3358'ON THE LEFT ON ACKLEY ROAD FOR 0.7 MI (1.13 KM) TO THE STATION ON THE
 JU3358'RIGHT, JUST NORTHEAST OF A SAND ROAD LEADING SOUTH.
 JU3358'TO REACH THE STATION FROM THE U.S. POST OFFICE IN NEWPORT, JUST
 JU3358'SOUTHWEST OF THE JUNCTION OF METHODIST ROAD (COUNTY ROAD 732) AND
 JU3358'NORTHEAST OF THE JUNCTION OF FORTESQUE ROAD (COUNTY ROAD 637) GO
 JU3358'NORTHEAST ON MAIN STREET BAPTIST ROAD (COUNTY ROAD 656) FOR 0.85 MI
 JU3358'(1.37 KM) TO THE INTERSECTION WITH COUNTY ROAD 553.  CONTINUE AHEAD,
 JU3358'EAST, ON COUNTY ROAD 656 FOR 0.4 MI (0.64 KM) TO A REVERSE
 JU3358'Y-JUNCTION. BEAR TO THE RIGHT, EAST, ON ACKLEY ROAD FOR 1.05 MI
 JU3358'(1.69 KM) TO THE STATION ON THE RIGHT.
 JU3358'THE STATION IS 5.5 M (18.04 FT) SOUTH FROM THE CENTERLINE OF ACKLEY
 JU3358'ROAD, 16.3 M (53.48 FT) SOUTHEAST FROM REFERENCE MARK NUMBER 4,
 JU3358'JOSCELYNE 1834 1979, 15.7 M (51.51 FT) SOUTHWEST FROM POLE NUMBER
 JU3358'5258, 11.2 M (36.75 FT) EAST FROM THE CENTER OF THE SAND ROAD LEADING
 JU3358'SOUTH, 33.05 M (108.43 FT) WEST FROM REFERENCE MARK NUMBER 2,
 JU3358'JOSELYNE 2 1932, 18.1 M (59.38 FT) NORTHEAST FROM TRIANGULATION
 JU3358'STATION JOSCELYNE 1834 1979, 1.8 M (5.91 FT) NORTH NORTHWEST FROM AN
 JU3358'ORANGE CARSONITE WITNESS POST AND 0.33 M (1.08 FT) WEST FROM AN
 JU3358'ORANGE CARSONITE WITNESS POST.  THE STATION IS A STANDARD DISK,
 JU3358'STAMPED JOSCELYNE 2 1932, SET IN THE TOP OF A SQUARE CONCRETE
 JU3358'MONUMENT, THAT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND.
 JU3358
 JU3358                          STATION RECOVERY (1992)
 JU3358
 JU3358'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 JU3358'THE STATION IS LOCATED IN DOWNE TOWNSHIP ON THE SOUTHEAST SIDE OF
 JU3358'ACKLEY ROAD, COUNTY ROAD 718, ADJACENT TO THE GLADES WILDLIFE
 JU3358'REFRUGE.  TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 JU3358'49 AND THE EXIT RAMP LEADING FROM STATE HIGHWAY 55 AT INTERCHANGE 24,
 JU3358'GO WEST ON STATE HIGHWAY 49 FOR 1.35 MI (2.17 KM) TO THE JUNCTION
 JU3358'WITH STATE HIGHWAY 47.  CONTINUE WEST ON STATE HIGHWAY 49 FOR 0.25 MI
 JU3358'(0.40 KM) TO THE JUNCTION WITH CEDAR STREET ON THE LEFT.  TURN LEFT
 JU3358'AND GO SOUTHWEST ON CEDAR STREET, COUNTY ROAD 555, FOR 0.2 MI
 JU3358'(0.3 KM) TO THE JUNCTION WITH CEDARVILLE ROAD, COUNTY ROAD 610.
 JU3358'CONTINUE AHEAD ON CEDARVILLE ROAD FOR 5.3 MI (8.5 KM) TO THE FORK
 JU3358'JUNCTION WITH NEWPORT CEDAR GROVE ROAD, COUNTY ROAD 629.  BEAR TO THE
 JU3358'LEFT AND GO SOUTHWEST ON COUNTY ROAD 629 FOR 3.6 MI (5.8 KM) TO THE
 JU3358'JUNCTION WITH COUNTY ROAD 553.  TURN LEFT AND GO SOUTH SOUTHEAST ON
 JU3358'COUNTY ROAD 553 FOR 0.4 MI (0.6 KM) TO THE JUNCTION WITH BAPTIST ROAD
 JU3358'AT FRONES CORNERS.  TURN LEFT AND GO EAST ON COUNTY ROAD 656 FOR 0.4
 JU3358'MI (0.6 KM) TO A REVERSE WYE JUNCTION.  BEAR TO THE RIGHT AND
 JU3358'CONTINUE EAST ON ACKLEY ROAD FOR 0.35 MI (0.56 KM) TO A RAILROAD
 JU3358'CROSSING.  CONTINUE AHEAD, PASSING THE ATLANTIC CITY ELECTRIC
 JU3358'COMPANY NEWPORT SUBSTATION ON THE LEFT AND G O EAST ON ACKLEY ROAD
 JU3358'FOR 0.7 MI (1.1 KM) TO THE STATION ON THE RIGHT, JUST NORTHEAST OF A
 JU3358'SAND ROAD LEADING SOUTH.  TO REACH THE STATION FROM THE U.S. POST
 JU3358'OFFICE IN NEWPORT, JUST SOUTHWEST OF THE JUNCTION OF METHODIST ROAD,
 JU3358'COUNTY ROAD 732 AND NORTHEAST OF THE JUNCTION OF FORTESQUE ROAD,
 JU3358'COUNTY ROAD 637, GO NORTHEAST ON MAIN STREET BAPTIST ROAD, COUNTY
 JU3358'ROAD 656 FOR 0.4 MI (0.6 KM) TO A REVERSE WYE JUNCTION.  BEAR TO THE
 JU3358'RIGHT AND GO EAST ON ACKLEY ROAD FOR 1.05 MI (1.69 KM) TO THE STATION
 JU3358'ON THE RIGHT.  THE STATION IS 5.5 M (18.0 FT) SOUTH FROM THE ACKLEY
 JU3358'ROAD CENTERLINE, 16.3 M (53.5 FT) SOUTHEAST FROM REFERENCE MARK 4,
 JU3358'JOSCELYNE 1834 1979, 15.7 M (51.5 FT) SOUTHWEST FROM POLE 5258, 11.2
 JU3358'M (36.7 FT) EAST FROM THE CENTER OF THE SAND ROAD LEADING SOUTH,
 JU3358'33.05 M (108.43 FT) WEST FROM REFERENCE MARK 2, JOSCELYNE 2 1932,
 JU3358'18.1 M (59.4 FT) NORTHEAST FROM TRIANGULATION STATION, JOSCELYNE 1834
 JU3358'1979, 1.8 M (5.9 FT) NORTH NORTHWEST FROM AN ORANGE CARSONITE WITNESS
 JU3358'POST. THE STATION IS A STANDARD DISK, STAMPED JOSCELYNE 2 1932, SET
 JU3358'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 0.05 M (0.16 FT)
 JU3358'ABOVE THE GROUND.
 JU3358
 JU3358                          STATION RECOVERY (1994)
 JU3358
 JU3358'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 JU3358'THE STATION IS LOCATED IN DOWNE TOWNSHIP ON THE SOUTHEAST SIDE OF
 JU3358'ACKLEY ROAD, COUNTY ROAD 718, ADJACENT TO THE GLADES WILDLIFE REFUGE.
 JU3358'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 49 AND THE
 JU3358'EXIT RAMP LEADING FROM STATE HIGHWAY 55 AT INTERCHANGE 24, GO WEST ON
 JU3358'STATE HIGHWAY 49 FOR 1.35 MI (2.17 KM) TO THE JUNCTION WITH STATE
 JU3358'HIGHWAY 47.  CONTINUE WEST ON STATE HIGHWAY 49 FOR 0.25 MI (0.40 KM)
 JU3358'TO THE JUNCTION WITH CEDAR STREET ON THE LEFT.  TURN LEFT AND GO
 JU3358'SOUTHWEST ON CEDAR STREET, COUNTY ROAD 555, FOR 0.2 MI (0.3 KM) TO THE
 JU3358'JUNCTION WITH CEDARVILLE ROAD, COUNTY ROAD 610. CONTINUE AHEAD ON
 JU3358'CEDARVILLE ROAD FOR 5.3 MI (8.5 KM) TO THE FORK JUNCTION WITH NEWPORT
 JU3358'CEDAR GROVE ROAD, COUNTY ROAD 629.  BEAR TO THE LEFT AND GO SOUTHWEST
 JU3358'ON COUNTY ROAD 629 FOR 3.6 MI (5.8 KM) TO THE INTERSECTION WITH COUNTY
 JU3358'ROAD 553.  TURN LEFT AND GO SOUTH SOUTHEAST ON COUNTY ROAD 553 FOR 0.4
 JU3358'MI (0.6 KM) TO THE INTERSECTION WITH BAPTIST ROAD AT FRONES CORNERS.
 JU3358'TURN LEFT AND GO EAST ON COUNTY ROAD 656 FOR 0.4 MI (0.6 KM) TO A
 JU3358'REVERSE WYE JUNCTION.  BEAR TO THE RIGHT AND CONTINUE EAST ON ACKLEY
 JU3358'ROAD FOR 0.35 MI (0.56 KM) TO A RAILROAD CROSSING.  CONTINUE AHEAD,
 JU3358'PASSING THE ATLANTIC CITY ELECTRIC COMPANY NEWPORT SUBSTATION ON THE
 JU3358'LEFT AND GO EAST ON ACKLEY ROAD FOR 0.7 MI (1.1 KM) TO THE STATION ON
 JU3358'THE RIGHT, JUST NORTHEAST OF A SAND ROAD LEADING SOUTH.  TO REACH THE
 JU3358'STATION FROM THE U.S. POST OFFICE IN NEWPORT, JUST SOUTHWEST OF THE
 JU3358'JUNCTION OF METHODIST ROAD, COUNTY ROAD 732 AND NORTHEAST OF THE
 JU3358'JUNCTION OF FORTESQUE ROAD, COUNTY ROAD 637, GO NORTHEAST ON MAIN
 JU3358'STREET BAPTIST ROAD, COUNTY ROAD 656 FOR 0.85 MI (1.37 KM) TO THE
 JU3358'INTERSECTION WITH COUNTY ROAD 553.  CONTINUE AHEAD AND GO EAST ON
 JU3358'COUNTY ROAD 656 FOR 0.4 MI (0.6 KM) TO A REVERSE WYE JUNCTION.  BEAR
 JU3358'TO THE RIGHT AND GO EAST ON ACKLEY ROAD FOR 1.05 MI (1.69 KM) TO THE
 JU3358'STATION ON THE RIGHT.  THE STATION IS 5.5 M (18.0 FT) SOUTH FROM THE
 JU3358'CENTERLINE OF ACKLEY ROAD, 16.3 M (53.5 FT) SOUTHEAST FROM REFERENCE
 JU3358'MARK NUMBER 4, JOSCELYNE 1834 1979, 15.7 M (51.5 FT) SOUTHWEST FROM
 JU3358'POLE NUMBER 5258, 11.2 M (36.7 FT) EAST FROM THE CENTER OF THE SAND
 JU3358'ROAD LEADING SOUTH, 33.05 M (108.43 FT) WEST FROM REFERENCE MARK
 JU3358'NUMBER 2, JOSCELYNE 2 1932, 18.1 M (59.4 FT) NORTHEAST FROM
 JU3358'TRIANGULATION STATION, JOSCELYNE 1834 1979, 1.8 M (5.9 FT) NORTH
 JU3358'NORTHWEST FROM AN ORANGE CARSONITE WITNESS POST AND 0.33 M (1.08 FT)
 JU3358'WEST FROM AN ORANGE CARSONITE WITNESS POST.  THE STATION IS A STANDARD
 JU3358'DISK, STAMPED JOSCELYNE 2 1932, SET IN THE TOP OF A SQUARE CONCRETE
 JU3358'MONUMENT, THAT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND.
 JU3358
 JU3358                          STATION RECOVERY (1994)
 JU3358
 JU3358'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 JU3358'RECOVERED AS DESCRIBED.
 JU3358
 JU3358                          STATION RECOVERY (1997)
 JU3358
 JU3358'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (FAC)
 JU3358'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7399 ***********************************************************************
 AA7399  DESIGNATION -  JOSCELYNE 2 RM 2
 AA7399  PID         -  AA7399
 AA7399  STATE/COUNTY-  NJ/CUMBERLAND
 AA7399  USGS QUAD   -  CEDARVILLE (1992)
 AA7399
 AA7399                         *CURRENT SURVEY CONTROL
 AA7399  ___________________________________________________________________
 AA7399* NAD 83(1986)-  39 18 41.     (N)    075 08 20.     (W)     SCALED    
 AA7399* NAVD 88     -        20.264  (meters)      66.48   (feet)  ADJUSTED  
 AA7399  ___________________________________________________________________
 AA7399  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 AA7399  DYNAMIC HT  -          20.253 (meters)      66.45  (feet)  COMP
 AA7399  MODELED GRAV-     980,109.8   (mgal)                       NAVD 88
 AA7399
 AA7399  VERT ORDER  -  SECOND    CLASS I
 AA7399
 AA7399.The horizontal coordinates were scaled from a topographic map and have
 AA7399.an estimated accuracy of +/- 6 seconds.
 AA7399
 AA7399.The orthometric height was determined by differential leveling
 AA7399.and adjusted by the National Geodetic Survey in October 1996..
 AA7399
 AA7399.The geoid height was determined by GEOID03.
 AA7399
 AA7399.The dynamic height is computed by dividing the NAVD 88
 AA7399.geopotential number by the normal gravity value computed on the
 AA7399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7399.degrees latitude (g = 980.6199 gals.).
 AA7399
 AA7399.The modeled gravity was interpolated from observed gravity values.
 AA7399
 AA7399;                    North         East    Units  Estimated Accuracy
 AA7399;SPC NJ       -    53,260.       94,900.      MT  (+/- 180 meters Scaled)
 AA7399
 AA7399                          SUPERSEDED SURVEY CONTROL
 AA7399
 AA7399.No superseded survey control is available for this station.
 AA7399
 AA7399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ880513(NAD 83)
 AA7399_MARKER: DR = REFERENCE MARK DISK
 AA7399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7399_STAMPING: JOSCELYNE 2 NO 2 1932
 AA7399_MARK LOGO: CGS   
 AA7399_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7399+STABILITY: SURFACE MOTION
 AA7399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA7399+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1994
 AA7399
 AA7399  HISTORY     - Date     Condition        Report By
 AA7399  HISTORY     - 1932     MONUMENTED       CGS
 AA7399  HISTORY     - 19940831 GOOD             NJGS
 AA7399
 AA7399                          STATION DESCRIPTION
 AA7399
 AA7399'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 AA7399'THE STATION IS LOCATED IN DOWNE TOWNSHIP ON THE SOUTHEAST SIDE OF
 AA7399'ACKLEY ROAD, COUNTY ROAD 718, ADJACENT TO THE GLADES WILDLIFE REFUGE.
 AA7399'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 49 AND THE
 AA7399'EXIT RAMP LEADING FROM STATE HIGHWAY 55 AT INTERCHANGE 24, GO WEST ON
 AA7399'STATE HIGHWAY 49 FOR 1.35 MI (2.17 KM) TO THE JUNCTION WITH STATE
 AA7399'HIGHWAY 47.  CONTINUE WEST ON STATE HIGHWAY 49 FOR 0.25 MI (0.40 KM)
 AA7399'TO THE JUNCTION WITH CEDAR STREET ON THE LEFT.  TURN LEFT AND GO
 AA7399'SOUTHWEST ON CEDAR STREET, COUNTY ROAD 555, FOR 0.2 MI (0.3 KM) TO THE
 AA7399'JUNCTION WITH CEDARVILLE ROAD, COUNTY ROAD 610. CONTINUE AHEAD ON
 AA7399'CEDARVILLE ROAD FOR 5.3 MI (8.5 KM) TO THE FORK JUNCTION WITH NEWPORT
 AA7399'CEDAR GROVE ROAD, COUNTY ROAD 629.  BEAR TO THE LEFT AND GO SOUTHWEST
 AA7399'ON COUNTY ROAD 629 FOR 3.6 MI (5.8 KM) TO THE INTERSECTION WITH COUNTY
 AA7399'ROAD 553.  TURN LEFT AND GO SOUTH SOUTHEAST ON COUNTY ROAD 553 FOR 0.4
 AA7399'MI (0.6 KM) TO THE INTERSECTION WITH BAPTIST ROAD AT FRONES CORNERS.
 AA7399'TURN LEFT AND GO EAST ON COUNTY ROAD 656 FOR 0.4 MI (0.6 KM) TO A
 AA7399'REVERSE WYE JUNCTION.  BEAR TO THE RIGHT AND CONTINUE EAST ON ACKLEY
 AA7399'ROAD FOR 0.35 MI (0.56 KM) TO A RAILROAD CROSSING.  CONTINUE AHEAD,
 AA7399'PASSING THE ATLANTIC CITY ELECTRIC COMPANY NEWPORT SUBSTATION ON THE
 AA7399'LEFT AND GO EAST ON ACKLEY ROAD FOR 0.7 MI (1.1 KM) TO THE STATION ON
 AA7399'THE RIGHT, JUST NORTHEAST OF A SAND ROAD LEADING SOUTH.  TO REACH THE
 AA7399'STATION FROM THE U.S.  POST OFFICE IN NEWPORT, JUST SOUTHWEST OF THE
 AA7399'JUNCTION OF METHODIST ROAD, COUNTY ROAD 732 AND NORTHEAST OF THE
 AA7399'JUNCTION OF FORTESQUE ROAD, COUNTY ROAD 637, GO NORTHEAST ON MAIN
 AA7399'STREET BAPTIST ROAD, COUNTY ROAD 656 FOR 0.85 MI (1.37 KM) TO THE
 AA7399'INTERSECTION WITH COUNTY ROAD 553.  CONTINUE AHEAD AND GO EAST ON
 AA7399'COUNTY ROAD 656 FOR 0.4 MI (0.6 KM) TO A REVERSE WYE JUNCTION.  BEAR
 AA7399'TO THE RIGHT AND GO EAST ON ACKLEY ROAD FOR 1.05 MI (1.69 KM) TO THE
 AA7399'STATION ON THE RIGHT.  THE STATION IS A STANDARD DISK, STAMPED
 AA7399'JOSCELYNE 2 NO 2 1932, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT,
 AA7399'THAT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7398 ***********************************************************************
 AA7398  DESIGNATION -  JOSCELYNE 2 RM 4
 AA7398  PID         -  AA7398
 AA7398  STATE/COUNTY-  NJ/CUMBERLAND
 AA7398  USGS QUAD   -  CEDARVILLE (1992)
 AA7398
 AA7398                         *CURRENT SURVEY CONTROL
 AA7398  ___________________________________________________________________
 AA7398* NAD 83(1986)-  39 18 41.     (N)    075 08 20.     (W)     SCALED    
 AA7398* NAVD 88     -        20.015  (meters)      65.67   (feet)  ADJUSTED  
 AA7398  ___________________________________________________________________
 AA7398  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 AA7398  DYNAMIC HT  -          20.004 (meters)      65.63  (feet)  COMP
 AA7398  MODELED GRAV-     980,109.8   (mgal)                       NAVD 88
 AA7398
 AA7398  VERT ORDER  -  SECOND    CLASS I
 AA7398
 AA7398.The horizontal coordinates were scaled from a topographic map and have
 AA7398.an estimated accuracy of +/- 6 seconds.
 AA7398
 AA7398.The orthometric height was determined by differential leveling
 AA7398.and adjusted by the National Geodetic Survey in October 1996..
 AA7398
 AA7398.The geoid height was determined by GEOID03.
 AA7398
 AA7398.The dynamic height is computed by dividing the NAVD 88
 AA7398.geopotential number by the normal gravity value computed on the
 AA7398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7398.degrees latitude (g = 980.6199 gals.).
 AA7398
 AA7398.The modeled gravity was interpolated from observed gravity values.
 AA7398
 AA7398;                    North         East    Units  Estimated Accuracy
 AA7398;SPC NJ       -    53,260.       94,900.      MT  (+/- 180 meters Scaled)
 AA7398
 AA7398                          SUPERSEDED SURVEY CONTROL
 AA7398
 AA7398.No superseded survey control is available for this station.
 AA7398
 AA7398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ880513(NAD 83)
 AA7398_MARKER: DR = REFERENCE MARK DISK
 AA7398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7398_STAMPING: JOSCELYNE 2 NO 4 1834 1979
 AA7398_MARK LOGO: CGS   
 AA7398_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7398+STABILITY: SURFACE MOTION
 AA7398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA7398+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1994
 AA7398
 AA7398  HISTORY     - Date     Condition        Report By
 AA7398  HISTORY     - 1979     MONUMENTED       NGS
 AA7398  HISTORY     - 19940907 GOOD             NJGS
 AA7398
 AA7398                          STATION DESCRIPTION
 AA7398
 AA7398'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 AA7398'THE STATION IS LOCATED IN DOWNE TOWNSHIP ON THE NORTHWEST SIDE OF
 AA7398'ACKLEY ROAD, COUNTY ROAD 718, ADJACENT TO THE GLADES WILDLIFE REFUGE.
 AA7398'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 49 AND THE
 AA7398'EXIT RAMP LEADING FROM STATE HIGHWAY 55 AT INTERCHANGE 24, GO WEST ON
 AA7398'STATE HIGHWAY 49 FOR 1.35 MI (2.17 KM) TO THE JUNCTION WITH STATE
 AA7398'HIGHWAY 47.  CONTINUE WEST ON STATE HIGHWAY 49 FOR 0.25 MI (0.40 KM)
 AA7398'TO THE JUNCTION WITH CEDAR STREET ON THE LEFT.  TURN LEFT AND GO
 AA7398'SOUTHWEST ON CEDAR STREET, COUNTY ROAD 555, FOR 0.2 MI (0.3 KM) TO THE
 AA7398'JUNCTION WITH CEDARVILLE ROAD, COUNTY ROAD 610. CONTINUE AHEAD ON
 AA7398'CEDARVILLE ROAD FOR 5.3 MI (8.5 KM) TO THE FORK JUNCTION WITH NEWPORT
 AA7398'CEDAR GROVE ROAD, COUNTY ROAD 629.  BEAR TO THE LEFT AND GO SOUTHWEST
 AA7398'ON COUNTY ROAD 629 FOR 3.6 MI (5.8 KM) TO THE INTERSECTION WITH COUNTY
 AA7398'ROAD 553.  TURN LEFT AND GO SOUTH SOUTHEAST ON COUNTY ROAD 553 FOR 0.4
 AA7398'MI (0.6 KM) TO THE INTERSECTION WITH BAPTIST ROAD AT FRONES CORNERS.
 AA7398'TURN LEFT AND GO EAST ON COUNTY ROAD 656 FOR 0.4 MI (0.6 KM) TO A
 AA7398'REVERSE WYE JUNCTION.  BEAR TO THE RIGHT AND CONTINUE EAST ON ACKLEY
 AA7398'ROAD FOR 0.35 MI (0.56 KM) TO A RAILROAD CROSSING.  CONTINUE AHEAD,
 AA7398'PASSING THE ATLANTIC CITY ELECTRIC COMPANY NEWPORT SUBSTATION ON THE
 AA7398'LEFT AND GO EAST ON ACKLEY ROAD FOR 0.7 MI (1.1 KM) TO THE STATION ON
 AA7398'THE LEFT, OPPOSITE A SAND ROAD LEADING SOUTH.  TO REACH THE STATION
 AA7398'FROM THE U.S.  POST OFFICE IN NEWPORT, JUST SOUTHWEST OF THE JUNCTION
 AA7398'OF METHODIST ROAD, COUNTY ROAD 732 AND NORTHEAST OF THE JUNCTION OF
 AA7398'FORTESQUE ROAD, COUNTY ROAD 637, GO NORTHEAST ON MAIN STREET BAPTIST
 AA7398'ROAD, COUNTY ROAD 656 FOR 0.85 MI (1.37 KM) TO THE INTERSECTION WITH
 AA7398'COUNTY ROAD 553.  CONTINUE AHEAD AND GO EAST ON COUNTY ROAD 656 FOR
 AA7398'0.4 MI (0.6 KM) TO A REVERSE WYE JUNCTION.  BEAR TO THE RIGHT AND GO
 AA7398'EAST ON ACKLEY ROAD FOR 1.05 MI (1.69 KM) TO THE STATION ON THE LEFT.
 AA7398'THE STATION IS 5.5 M (18.0 FT) NORTH FROM THE CENTERLINE OF ACKLEY
 AA7398'ROAD AND IS ABOUT 0.1 M (0.3 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3357 ***********************************************************************
 JU3357  DESIGNATION -  JOSCELYNE RESET
 JU3357  PID         -  JU3357
 JU3357  STATE/COUNTY-  NJ/CUMBERLAND
 JU3357  USGS QUAD   -  CEDARVILLE (1992)
 JU3357
 JU3357                         *CURRENT SURVEY CONTROL
 JU3357  ___________________________________________________________________
 JU3357* NAD 83(1996)-  39 18 40.22208(N)    075 08 21.89669(W)     ADJUSTED  
 JU3357* NAVD 88     -        19.990  (meters)      65.58   (feet)  ADJUSTED  
 JU3357  ___________________________________________________________________
 JU3357  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 JU3357  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JU3357  DYNAMIC HT  -          19.980 (meters)      65.55  (feet)  COMP
 JU3357  MODELED GRAV-     980,109.7   (mgal)                       NAVD 88
 JU3357
 JU3357  HORZ ORDER  -  SECOND
 JU3357  VERT ORDER  -  SECOND    CLASS I
 JU3357
 JU3357.The horizontal coordinates were established by classical geodetic methods
 JU3357.and adjusted by the National Geodetic Survey in September 1999..
 JU3357
 JU3357.The orthometric height was determined by differential leveling
 JU3357.and adjusted by the National Geodetic Survey in October 1996..
 JU3357
 JU3357.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3357
 JU3357.The geoid height was determined by GEOID03.
 JU3357
 JU3357.The dynamic height is computed by dividing the NAVD 88
 JU3357.geopotential number by the normal gravity value computed on the
 JU3357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU3357.degrees latitude (g = 980.6199 gals.).
 JU3357
 JU3357.The modeled gravity was interpolated from observed gravity values.
 JU3357
 JU3357;                    North         East     Units Scale Factor Converg.
 JU3357;SPC NJ       -    53,237.867    94,858.433   MT  0.99993743   -0 24 18.4
 JU3357;SPC NJ       -   174,664.57    311,214.71   sFT  0.99993743   -0 24 18.4
 JU3357;UTM  18      - 4,351,317.952   487,980.800   MT  0.99960178   -0 05 18.0
 JU3357
 JU3357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3357!SPC NJ       -   1.00000221  x   0.99993743  =   0.99993964
 JU3357!UTM  18      -   1.00000221  x   0.99960178  =   0.99960399
 JU3357
 JU3357|---------------------------------------------------------------------|
 JU3357| PID    Reference Object                     Distance      Geod. Az  |
 JU3357|                                                           dddmmss.s |
 JU3357| AA7398 JOSCELYNE 2 RM 4                     20.610 METERS 00136     |
 JU3357| JU3358 JOSCELYNE 2                          18.137 METERS 05054     |
 JU3357| JU3384 DEEP WATER 1842                     APPROX.24.7 KM 2394035.0 |
 JU3357|---------------------------------------------------------------------|
 JU3357
 JU3357                          SUPERSEDED SURVEY CONTROL
 JU3357
 JU3357  NAD 83(1991)-  39 18 40.21329(N)    075 08 21.89448(W) AD(       ) 2
 JU3357  NAD 83(1986)-  39 18 40.20730(N)    075 08 21.89758(W) AD(       ) 2
 JU3357  NAD 27      -  39 18 39.79400(N)    075 08 23.23800(W) AD(       ) 2
 JU3357
 JU3357.Superseded values are not recommended for survey control.
 JU3357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3357.See file dsdata.txt to determine how the superseded data were derived.
 JU3357
 JU3357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8798151318(NAD 83)
 JU3357_MARKER: DH = HORIZONTAL CONTROL DISK
 JU3357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3357_SP_SET: SET IN SQUARE CONCRETE MONUMENT
 JU3357_STAMPING: JOSCELYNE 1834 1979
 JU3357_MARK LOGO: NGS   
 JU3357_PROJECTION: FLUSH
 JU3357_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3357+STABILITY: SURFACE MOTION
 JU3357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3357+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1994
 JU3357
 JU3357  HISTORY     - Date     Condition        Report By
 JU3357  HISTORY     - 1979     MONUMENTED       NGS
 JU3357  HISTORY     - 19940831 GOOD             NJGS
 JU3357
 JU3357                          STATION DESCRIPTION
 JU3357
 JU3357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 JU3357'THE OLD STATION MARK WAS RECOVERED AND FOUND IN FAIR CONDITION WITH
 JU3357'NUMEROUS CRACKS AND BREAKS FROM BEING DUG UP NUMEROUS TIMES.  THE
 JU3357'EXACT CENTER COULD BE DETERMINED.  A COMPLETE NEW STATION MARK WAS SET
 JU3357'DIRECTLY OVER THE OLD PORCELAIN TRUNCATED CONE.  TRIANGULATION STATION
 JU3357'JOSCELYNE 2 1932 WAS TRAVERSED TO AND ITS REFERENCE MARK FOUR CUT
 JU3357'IN.  A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU3357'
 JU3357'THE STATION IS LOCATED ABOUT 8 AIRLINE MILES SOUTHWEST OF MILLVILLE,
 JU3357'2 MILES NORTHEAST OF NEWPORT AND IN THE SOUTH EDGE OF THE EDWARD G
 JU3357'BEVAN FISH AND WILDLIFE MANAGEMENT.  THE PROPERTY IS OWNED BY MR.
 JU3357'DAYTON WARFLE JR. AND HIS ADDRESS IS UNKNOWN.
 JU3357'
 JU3357'TO REACH THE STATION FROM THE POST OFFICE IN NEWPORT, GO NORTHEAST ON
 JU3357'MAIN STREET FOR 1.0 MILE TO STATE HIGHWAY 553.  CONTINUE STRAIGHT
 JU3357'AHEAD ON A PAVED ROAD FOR 0.6 MILE TO A FORK.  KEEP RIGHT AND
 JU3357'CONTINUE NORTHEAST ON THE PAVED ROAD FOR 0.4 MILE TO A RAILROAD
 JU3357'CROSSING.  CONTINUE STRAIGHT AHEAD, EAST ON THE PAVED ROAD FOR 0.7
 JU3357'MILE TO A SAND ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.
 JU3357'
 JU3357'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 JU3357'---JOSCELYNE 1834 1979---SET INTO THE TOP OF A ROUND CONCRETE
 JU3357'MONUMENT 25 CM (10 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 JU3357'22.40 METERS (73.5 FEET) SSE FROM A POWERLINE POLE WITH NO NUMBER,
 JU3357'33.50 METERS (109.9 FEET) SW FROM A POWERLINE POLE NUMBERED 5258, 6.4
 JU3357'METERS (21 FEET) W FROM THE SAND ROAD, 13.50 METERS (44.3 FEET) S
 JU3357'FROM THE CENTER OF THE PAVED ROAD, AND 0.52 METER (1.7 FEET) NE FROM
 JU3357'A WITNESS POST.
 JU3357'
 JU3357'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JU3357'STAMPED---JOSCELYNE 1834 1979---SET INTO AN IRREGULAR MASS OF
 JU3357'CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 JU3357'
 JU3357'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JU3357'STAMPED---JOSCELYNE 2 1932 NO 4 1979---SET INTO THE TOP OF A ROUND
 JU3357'CONCRETE MONUMENT 25 CM (10 INCHES) IN DIAMETER LOCATED 6.28 METERS
 JU3357'(20.6 FEET) N FROM THE CENTER OF THE PAVED ROAD, 22.56 METERS (74.0
 JU3357'FEET) E FROM THE POWERLINE POLE NUMBERED 5258, 16.70 METERS (54.8
 JU3357'FEET) E FROM THE POWERLINE POLE WITH NO NUMBER, 0.34 METER (1.1 FEET)
 JU3357'N FROM A WITNESS POST, AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 JU3357'
 JU3357'THERE IS NO SUITABLE LOCATION TO SET AN AZIMUTH MARK.
 JU3357'
 JU3357'FOR ADDITIONAL INFORMATION SEE DESCRIPTION FOR TRIANGULATION STATION
 JU3357'JOSCELYNE 2 1932.
 JU3357
 JU3357                          STATION RECOVERY (1994)
 JU3357
 JU3357'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 JU3357'THE STATION IS LOCATED IN DOWNE TOWNSHIP ON THE SOUTHEAST SIDE OF
 JU3357'ACKLEY ROAD, COUNTY ROAD 718, ADJACENT TO THE GLADES WILDLIFE REFUGE.
 JU3357'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 49 AND THE
 JU3357'EXIT RAMP LEADING FROM STATE HIGHWAY 55 AT INTERCHANGE 24, GO WEST ON
 JU3357'STATE HIGHWAY 49 FOR 1.35 MI (2.17 KM) TO THE JUNCTION WITH STATE
 JU3357'HIGHWAY 47.  CONTINUE WEST ON STATE HIGHWAY 49 FOR 0.25 MI (0.40 KM)
 JU3357'TO THE JUNCTION WITH CEDAR STREET ON THE LEFT.  TURN LEFT AND GO
 JU3357'SOUTHWEST ON CEDAR STREET, COUNTY ROAD 555, FOR 0.2 MI (0.3 KM) TO THE
 JU3357'JUNCTION WITH CEDARVILLE ROAD, COUNTY ROAD 610. CONTINUE AHEAD ON
 JU3357'CEDARVILLE ROAD FOR 5.3 MI (8.5 KM) TO THE FORK JUNCTION WITH NEWPORT
 JU3357'CEDAR GROVE ROAD, COUNTY ROAD 629.  BEAR TO THE LEFT AND GO SOUTHWEST
 JU3357'ON COUNTY ROAD 629 FOR 3.6 MI (5.8 KM) TO THE INTERSECTION WITH COUNTY
 JU3357'ROAD 553.  TURN LEFT AND GO SOUTH SOUTHEAST ON COUNTY ROAD 553 FOR 0.4
 JU3357'MI (0.6 KM) TO THE INTERSECTION WITH BAPTIST ROAD AT FRONES CORNERS.
 JU3357'TURN LEFT AND GO EAST ON COUNTY ROAD 656 FOR 0.4 MI (0.6 KM) TO A
 JU3357'REVERSE WYE JUNCTION.  BEAR TO THE RIGHT AND CONTINUE EAST ON ACKLEY
 JU3357'ROAD FOR 0.35 MI (0.56 KM) TO A RAILROAD CROSSING.  CONTINUE AHEAD,
 JU3357'PASSING THE ATLANTIC CITY ELECTRIC COMPANY NEWPORT SUBSTATION ON THE
 JU3357'LEFT AND GO EAST ON ACKLEY ROAD FOR 0.7 MI (1.1 KM) TO THE STATION ON
 JU3357'THE RIGHT, JUST NORTHEAST OF A SAND ROAD LEADING SOUTH.  TO REACH THE
 JU3357'STATION FROM THE U.S.  POST OFFICE IN NEWPORT, JUST SOUTHWEST OF THE
 JU3357'JUNCTION OF METHODIST ROAD, COUNTY ROAD 732 AND NORTHEAST OF THE
 JU3357'JUNCTION OF FORTESQUE ROAD, COUNTY ROAD 637, GO NORTHEAST ON MAIN
 JU3357'STREET BAPTIST ROAD, COUNTY ROAD 656 FOR 0.85 MI (1.37 KM) TO THE
 JU3357'INTERSECTION WITH COUNTY ROAD 553.  CONTINUE AHEAD AND GO EAST ON
 JU3357'COUNTY ROAD 656 FOR 0.4 MI (0.6 KM) TO A REVERSE WYE JUNCTION.  BEAR
 JU3357'TO THE RIGHT AND GO EAST ON ACKLEY ROAD FOR 1.05 MI (1.69 KM) TO THE
 JU3357'STATION ON THE RIGHT.  THE STATION IS A STANDARD DISK, STAMPED
 JU3357'JOSCELYNE 1834 1979 AND IS SET ABOUT 0.1 M (0.3 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4345 ***********************************************************************
 KV4345  DESIGNATION -  JR HS
 KV4345  PID         -  KV4345
 KV4345  STATE/COUNTY-  NJ/HUDSON
 KV4345  USGS QUAD   -  JERSEY CITY (1981)
 KV4345
 KV4345                         *CURRENT SURVEY CONTROL
 KV4345  ___________________________________________________________________
 KV4345* NAD 83(1996)-  40 40 23.09362(N)    074 07 20.52066(W)     ADJUSTED  
 KV4345* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 KV4345  ___________________________________________________________________
 KV4345  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 KV4345  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KV4345
 KV4345  HORZ ORDER  -  SECOND
 KV4345
 KV4345.The horizontal coordinates were established by classical geodetic methods
 KV4345.and adjusted by the National Geodetic Survey in September 1999..
 KV4345
 KV4345.The orthometric height was scaled from a topographic map.
 KV4345
 KV4345.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4345
 KV4345.The geoid height was determined by GEOID03.
 KV4345
 KV4345;                    North         East     Units Scale Factor Converg.
 KV4345;SPC NJ       -   204,315.227   181,925.544   MT  0.99991254   +0 14 46.0
 KV4345;SPC NJ       -   670,324.21    596,867.39   sFT  0.99991254   +0 14 46.0
 KV4345;SPC NY L     -    56,242.380   289,653.949   MT  0.99999965   -0 04 48.1
 KV4345;SPC NY L     -   184,521.88    950,306.33   sFT  0.99999965   -0 04 48.1
 KV4345;UTM  18      - 4,502,837.306   574,174.223   MT  0.99966772   +0 34 19.3
 KV4345
 KV4345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4345!SPC NJ       -   1.00000384  x   0.99991254  =   0.99991638
 KV4345!SPC NY L     -   1.00000384  x   0.99999965  =   1.00000349
 KV4345!UTM  18      -   1.00000384  x   0.99966772  =   0.99967156
 KV4345
 KV4345|---------------------------------------------------------------------|
 KV4345| PID    Reference Object                     Distance      Geod. Az  |
 KV4345|                                                           dddmmss.s |
 KV4345| CB5218 JR HS RM 3                           16.528 METERS 10857     |
 KV4345| CB5217 JR HS RM 2                           15.528 METERS 21234     |
 KV4345| KV4790 PORT NEWARK AIR MAIL PO CUP         APPROX. 4.5 KM 3225628.2 |
 KV4345|---------------------------------------------------------------------|
 KV4345
 KV4345                          SUPERSEDED SURVEY CONTROL
 KV4345
 KV4345  NAD 83(1996)-  40 40 23.09354(N)    074 07 20.52074(W) AD(       ) 2
 KV4345  NAD 83(1996)-  40 40 23.09196(N)    074 07 20.52188(W) AD(       ) 2
 KV4345  NAD 83(1992)-  40 40 23.09145(N)    074 07 20.52249(W) AD(       ) 2
 KV4345  NAD 83(1986)-  40 40 23.09233(N)    074 07 20.52187(W) AD(       ) 2
 KV4345  NAD 27      -  40 40 22.72200(N)    074 07 22.00700(W) AD(       ) 2
 KV4345
 KV4345.Superseded values are not recommended for survey control.
 KV4345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4345.See file dsdata.txt to determine how the superseded data were derived.
 KV4345
 KV4345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7417402837(NAD 83)
 KV4345_MARKER: DS = TRIANGULATION STATION DISK
 KV4345_SETTING: 0 = UNSPECIFIED SETTING
 KV4345
 KV4345  HISTORY     - Date     Condition        Report By
 KV4345  HISTORY     - 1931     MONUMENTED       CGS
 KV4345  HISTORY     - 1933     GOOD             CGS
 KV4345  HISTORY     - 1967     GOOD             CGS
 KV4345  HISTORY     - 1971     GOOD             LOCENG
 KV4345
 KV4345                          STATION DESCRIPTION
 KV4345
 KV4345'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4345'THIS STATION IS ON THE E SIDE OF NEWARK BAY MIDWAY BETWEEN THE TWO
 KV4345'SOUTHERLY RAILROAD BRIDGES, AND APPROXIMATELY 240 METERS
 KV4345'SOUTHWARD OF THE PROMINENT LEOLASTIC TANK, ATOP THE LARGE JUNIOR
 KV4345'HIGH SCHOOL BUILDING ON THE SW CORNER OF AVENUE A AND 30TH STREET,
 KV4345'BAYONNE.  THIS BUILDING, A LARGE L-SHAPED STRUCTURE OF RED BRICK
 KV4345'SHOWS PROMINENTLY FROM THE BAY.  THE STATION IS LOCATED ATOP THE
 KV4345'W PARAPET OF THE LONG FLAT ROOF, NEAR ITS NW CORNER.
 KV4345'
 KV4345'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK,
 KV4345'STAMPED JR.H.S.-1931, CEMENTED IN A DRILL HOLE AND SET FLUSH IN
 KV4345'THE TOP OF THE 18-INCH TERRA COTTA PARAPET COPING.
 KV4345'
 KV4345'THREE STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE SIMILARLY
 KV4345'PLACED, ONE STAMPED NO.1-1931, CLOSE IN ON THE N COPING.  ONE
 KV4345'STAMPED NO.3-1931 FURTHER E ON THE N COPING.  ONE STAMPED
 KV4345'NO.2-1931, ON THE W COPING TO THE SOUTHWARD.  NO ADDITIONAL
 KV4345'REFERENCE MEASUREMENTS WERE TAKEN.
 KV4345'
 KV4345'THERE IS EXCELLENT FOOTING ON THE FLAT PARAPET COPING FOR CENTRAL
 KV4345'OR ECCENTRIC SET-UPS, SANS TRIPOD.  THE WOODEN ROOF IS SUFFICIENTLY
 KV4345'STABLE FOR ECCENTRIC TRIPOD SET-UPS, PROVIDING AN OBSERVERS
 KV4345'PLATFORM IS USED.  IN THIS EVENT LEAD-BLOCK FOOTINGS ARE
 KV4345'RECOMMENDED TO PROHIBIT LEG-SLIP ON THE TAR-PAPER ROOFING.
 KV4345
 KV4345                          STATION RECOVERY (1933)
 KV4345
 KV4345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 KV4345'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED, WITH THE
 KV4345'FOLLOWING EXCEPTIONS AND ADDITION--
 KV4345'
 KV4345'THE REFERENCE DISKS ARE NOT DATED.  ADDITIONAL REFERENCE
 KV4345'MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4345'
 KV4345'STATION TO EXTREME EDGE OF COPING TO NW 4.142 METERS.
 KV4345'
 KV4345'STATION TO NORMAL OF CHIMNEY AT SW CORNER 20.329 METERS.
 KV4345
 KV4345                          STATION RECOVERY (1967)
 KV4345
 KV4345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DJF)
 KV4345'RECOVERED AS DESCRIBED.  EXCEPT AS NOTED.
 KV4345'
 KV4345'NOTE--THE LEOLASTIC TANK DESCRIBED HAS BEEN REMOVED.
 KV4345
 KV4345                          STATION RECOVERY (1971)
 KV4345
 KV4345'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 KV4345'RECOVERED BY FREDERICK R.
 KV4345'
 KV4345'FOUND AS DESCRIBED IN GOOD CONDITION.  CALL SCHOOL FIRST AND ADVISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0667 ***********************************************************************
 JU0667  DESIGNATION -  K 10
 JU0667  PID         -  JU0667
 JU0667  STATE/COUNTY-  NJ/GLOUCESTER
 JU0667  USGS QUAD   -  BRIDGEPORT (1995)
 JU0667
 JU0667                         *CURRENT SURVEY CONTROL
 JU0667  ___________________________________________________________________
 JU0667* NAD 83(1986)-  39 49 39.     (N)    075 16 28.     (W)     SCALED    
 JU0667* NAVD 88     -         3.895  (meters)      12.78   (feet)  POSTED    
 JU0667  ___________________________________________________________________
 JU0667  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU0667  DYNAMIC HT  -           3.890 (meters)      12.76  (feet)  COMP
 JU0667  MODELED GRAV-     980,172.6   (mgal)                       NAVD 88
 JU0667
 JU0667  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0667
 JU0667.The horizontal coordinates were scaled from a topographic map and have
 JU0667.an estimated accuracy of +/- 6 seconds.
 JU0667
 JU0667.The orthometric height was determined by differential leveling
 JU0667.and adjusted by the National Geodetic Survey in 1992..
 JU0667.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0667.rate of 0.0 thru 1.0 mm/km.
 JU0667
 JU0667.The geoid height was determined by GEOID03.
 JU0667
 JU0667.The dynamic height is computed by dividing the NAVD 88
 JU0667.geopotential number by the normal gravity value computed on the
 JU0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0667.degrees latitude (g = 980.6199 gals.).
 JU0667
 JU0667.The modeled gravity was interpolated from observed gravity values.
 JU0667
 JU0667;                    North         East    Units  Estimated Accuracy
 JU0667;SPC NJ       -   110,650.       83,710.      MT  (+/- 180 meters Scaled)
 JU0667
 JU0667                          SUPERSEDED SURVEY CONTROL
 JU0667
 JU0667  NGVD 29 (??/??/??)    4.253  (m)           13.95   (f) ADJUSTED    1 2
 JU0667
 JU0667.Superseded values are not recommended for survey control.
 JU0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0667.See file dsdata.txt to determine how the superseded data were derived.
 JU0667
 JU0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK765086(NAD 83)
 JU0667_MARKER: DB = BENCH MARK DISK
 JU0667_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0667+WITH SETTING: PAVEMENT
 JU0667_SP_SET: WATER TANK BASE
 JU0667_STAMPING: 13.953 K 10 1930
 JU0667_MARK LOGO: CGS   
 JU0667_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0667+STABILITY: SURFACE MOTION
 JU0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0667+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1995
 JU0667
 JU0667  HISTORY     - Date     Condition        Report By
 JU0667  HISTORY     - 1930     MONUMENTED       CGS
 JU0667  HISTORY     - 1946     GOOD             CGS
 JU0667  HISTORY     - 19950124 GOOD             NJGS
 JU0667
 JU0667                          STATION DESCRIPTION
 JU0667
 JU0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0667'AT GREENS.
 JU0667'AT GREENS, GLOUCESTER COUNTY, ON THE PENNSYLVANIA-READING SEASHORE
 JU0667'LINES, 50 FEET SOUTH OF THE TRACK, AT THE GIBBSTOWN WATER TANK,
 JU0667'AND IN THE TOP OF THE NORTHWEST CONCRETE BASE.  A STANDARD DISK,
 JU0667'STAMPED 13.953 K 10 1930.
 JU0667
 JU0667                          STATION RECOVERY (1946)
 JU0667
 JU0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 JU0667'RECOVERED IN GOOD CONDITION.
 JU0667
 JU0667                          STATION RECOVERY (1995)
 JU0667
 JU0667'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0667'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3517 ***********************************************************************
 KV3517  DESIGNATION -  K 100
 KV3517  PID         -  KV3517
 KV3517  STATE/COUNTY-  NJ/MIDDLESEX
 KV3517  USGS QUAD   -  SOUTH AMBOY (1981)
 KV3517
 KV3517                         *CURRENT SURVEY CONTROL
 KV3517  ___________________________________________________________________
 KV3517* NAD 83(1986)-  40 29 10.     (N)    074 17 05.     (W)     SCALED    
 KV3517* NAVD 88     -        17.303  (meters)      56.77   (feet)  ADJUSTED  
 KV3517  ___________________________________________________________________
 KV3517  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV3517  DYNAMIC HT  -          17.296 (meters)      56.75  (feet)  COMP
 KV3517  MODELED GRAV-     980,216.1   (mgal)                       NAVD 88
 KV3517  OBS GRAVITY -     980,213.9   (mgal)                       GRAV_OBS
 KV3517
 KV3517  VERT ORDER  -  FIRST     CLASS II
 KV3517
 KV3517.The horizontal coordinates were scaled from a topographic map and have
 KV3517.an estimated accuracy of +/- 6 seconds.
 KV3517
 KV3517.The orthometric height was determined by differential leveling
 KV3517.and adjusted by the National Geodetic Survey in June 1991..
 KV3517
 KV3517.The geoid height was determined by GEOID03.
 KV3517
 KV3517.The dynamic height is computed by dividing the NAVD 88
 KV3517.geopotential number by the normal gravity value computed on the
 KV3517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3517.degrees latitude (g = 980.6199 gals.).
 KV3517
 KV3517.The modeled gravity was interpolated from observed gravity values.
 KV3517.The observed gravity was obtained from relative gravimeter ties
 KV3517.to the IGSN71 gravity network.
 KV3517
 KV3517;                    North         East    Units  Estimated Accuracy
 KV3517;SPC NJ       -   183,510.      168,250.      MT  (+/- 180 meters Scaled)
 KV3517
 KV3517                          SUPERSEDED SURVEY CONTROL
 KV3517
 KV3517  NGVD 29 (01/10/92)   17.603  (m)           57.75   (f) ADJUSTED    1 2
 KV3517
 KV3517.Superseded values are not recommended for survey control.
 KV3517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3517.See file dsdata.txt to determine how the superseded data were derived.
 KV3517
 KV3517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK606819(NAD 83)
 KV3517_MARKER: F = FLANGE-ENCASED ROD
 KV3517_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KV3517_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KV3517_STAMPING: K 100 1979
 KV3517_MARK LOGO: NGS   
 KV3517_PROJECTION: FLUSH
 KV3517_MAGNETIC: I = MARKER IS A STEEL ROD
 KV3517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3517_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3517+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1998
 KV3517_ROD/PIPE-DEPTH: 10.7 meters
 KV3517_SLEEVE-DEPTH  : 3.05 meters
 KV3517
 KV3517  HISTORY     - Date     Condition        Report By
 KV3517  HISTORY     - 1979     MONUMENTED       NGS
 KV3517  HISTORY     - 19980519 GOOD             NJGS
 KV3517
 KV3517                          STATION DESCRIPTION
 KV3517
 KV3517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3517'IN SOUTH AMBOY.
 KV3517'IN SOUTH AMBOY, 0.65 MILE NORTHEAST ALONG MAIN STREET FROM THE
 KV3517'JUNCTION OF STATE ROUTE 35, SET AT THE ENTRANCE DRIVEWAY TO THE
 KV3517'CHRIST EPISCOPAL CHURCH, NEAR THE JUNCTION OF NORTH BROADWAY, 63 FEET
 KV3517'NORTHWEST OF THE CENTERLINE OF MAIN STREET, 60 FEET SOUTHEAST OF THE
 KV3517'SOUTHEAST CORNER OF A CONCRETE MONUMENT FOR MEN KILLED IN ACTION
 KV3517'IN FRANCE 1918, 39 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE
 KV3517'SIDEWALK TO THE MAIN ENTRANCE TO THE CHURCH, 36 FEET NORTHWEST OF
 KV3517'POWER POLE 175 MV, JC 218 S, 9 FEET SOUTHWEST OF THE SOUTHWEST
 KV3517'EDGE OF THE PAVED ENTRANCE DRIVEWAY TO THE CHURCH, 4 FEET NORTHEAST
 KV3517'OF A 6 INCH MAPLE TREE.
 KV3517'THE MARK IS 4 FT ABOVE STREET.
 KV3517
 KV3517                          STATION RECOVERY (1998)
 KV3517
 KV3517'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV3517'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3420 ***********************************************************************
 KV3420  DESIGNATION -  K 101
 KV3420  PID         -  KV3420
 KV3420  STATE/COUNTY-  NJ/BERGEN
 KV3420  USGS QUAD   -  WEEHAWKEN (1995)
 KV3420
 KV3420                         *CURRENT SURVEY CONTROL
 KV3420  ___________________________________________________________________
 KV3420* NAD 83(1986)-  40 52 27.     (N)    074 03 39.     (W)     SCALED    
 KV3420* NAVD 88     -        15.957  (meters)      52.35   (feet)  ADJUSTED  
 KV3420  ___________________________________________________________________
 KV3420  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KV3420  DYNAMIC HT  -          15.951 (meters)      52.33  (feet)  COMP
 KV3420  MODELED GRAV-     980,237.1   (mgal)                       NAVD 88
 KV3420
 KV3420  VERT ORDER  -  FIRST     CLASS II
 KV3420
 KV3420.The horizontal coordinates were scaled from a topographic map and have
 KV3420.an estimated accuracy of +/- 6 seconds.
 KV3420
 KV3420.The orthometric height was determined by differential leveling
 KV3420.and adjusted by the National Geodetic Survey in June 1991..
 KV3420
 KV3420.The geoid height was determined by GEOID03.
 KV3420
 KV3420.The dynamic height is computed by dividing the NAVD 88
 KV3420.geopotential number by the normal gravity value computed on the
 KV3420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3420.degrees latitude (g = 980.6199 gals.).
 KV3420
 KV3420.The modeled gravity was interpolated from observed gravity values.
 KV3420
 KV3420;                    North         East    Units  Estimated Accuracy
 KV3420;SPC NJ       -   226,670.      187,020.      MT  (+/- 180 meters Scaled)
 KV3420
 KV3420                          SUPERSEDED SURVEY CONTROL
 KV3420
 KV3420  NGVD 29 (??/??/??)   16.266  (m)           53.37   (f) ADJUSTED    1 2
 KV3420
 KV3420.Superseded values are not recommended for survey control.
 KV3420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3420.See file dsdata.txt to determine how the superseded data were derived.
 KV3420
 KV3420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL791252(NAD 83)
 KV3420_MARKER: DB = BENCH MARK DISK
 KV3420_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV3420_SP_SET: ABUTMENT
 KV3420_STAMPING: K 101 1979
 KV3420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3420
 KV3420  HISTORY     - Date     Condition        Report By
 KV3420  HISTORY     - 1979     MONUMENTED       NGS
 KV3420
 KV3420                          STATION DESCRIPTION
 KV3420
 KV3420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3420'0.95 MI SW FROM HACKENSACK.
 KV3420'0.95 MILE SOUTHWEST ALONG FIRST STREET AND POLIFLY STREET FROM THE
 KV3420'HACKENSACK HIGH SCHOOL OVERPASS AT HACKENSACK, IN THE TOP OF THE
 KV3420'NORTHEAST END OF THE NORTHWEST ABUTMENT FOR A TRIPLE SPAN OVERPASS
 KV3420'OF INTERSTATE 80, 8 INCHES NORTHEAST OF THE NORTHEAST FACE OF THE
 KV3420'NORTHEAST CONCRETE GUARD RAIL TO THE NORTHEAST MOST SPAN.
 KV3420'THE MARK IS 20 FT ABOVE FIRST STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2235 ***********************************************************************
 LY2235  DESIGNATION -  K 102
 LY2235  PID         -  LY2235
 LY2235  STATE/COUNTY-  NJ/PASSAIC
 LY2235  USGS QUAD   -  WANAQUE (1971)
 LY2235
 LY2235                         *CURRENT SURVEY CONTROL
 LY2235  ___________________________________________________________________
 LY2235* NAD 83(1986)-  41 00 48.     (N)    074 21 34.     (W)     SCALED    
 LY2235* NAVD 88     -       126.399  (meters)     414.69   (feet)  ADJUSTED  
 LY2235  ___________________________________________________________________
 LY2235  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 LY2235  DYNAMIC HT  -         126.344 (meters)     414.51  (feet)  COMP
 LY2235  MODELED GRAV-     980,193.3   (mgal)                       NAVD 88
 LY2235
 LY2235  VERT ORDER  -  FIRST     CLASS II
 LY2235
 LY2235.The horizontal coordinates were scaled from a topographic map and have
 LY2235.an estimated accuracy of +/- 6 seconds.
 LY2235
 LY2235.The orthometric height was determined by differential leveling
 LY2235.and adjusted by the National Geodetic Survey in June 1991..
 LY2235
 LY2235.The geoid height was determined by GEOID03.
 LY2235
 LY2235.The dynamic height is computed by dividing the NAVD 88
 LY2235.geopotential number by the normal gravity value computed on the
 LY2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2235.degrees latitude (g = 980.6199 gals.).
 LY2235
 LY2235.The modeled gravity was interpolated from observed gravity values.
 LY2235
 LY2235;                    North         East    Units  Estimated Accuracy
 LY2235;SPC NJ       -   242,040.      161,820.      MT  (+/- 180 meters Scaled)
 LY2235
 LY2235                          SUPERSEDED SURVEY CONTROL
 LY2235
 LY2235  NGVD 29 (??/??/92)  126.708  (m)          415.71   (f) ADJ UNCH    1 2
 LY2235
 LY2235.Superseded values are not recommended for survey control.
 LY2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2235.See file dsdata.txt to determine how the superseded data were derived.
 LY2235
 LY2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL538404(NAD 83)
 LY2235_MARKER: DV = VERTICAL CONTROL DISK
 LY2235_SETTING: 66 = SET IN ROCK OUTCROP
 LY2235_SP_SET: IN A DRILL HOLE IN BEDROCK
 LY2235_STAMPING: K 102 1979
 LY2235_MARK LOGO: NGS   
 LY2235_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2235+STABILITY: POSITION/ELEVATION WELL
 LY2235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2235+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1991
 LY2235
 LY2235  HISTORY     - Date     Condition        Report By
 LY2235  HISTORY     - 1979     MONUMENTED       NGS
 LY2235  HISTORY     - 19910709 GOOD             NJGS
 LY2235  HISTORY     - 19940905 GOOD             USPSQD
 LY2235
 LY2235                          STATION DESCRIPTION
 LY2235
 LY2235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2235'1.9 MI NW FROM BLOOMINGDALE.
 LY2235'1.9 MILES WEST-NORTHWEST ALONG HAMBURG TURNPIKE FROM THE POST OFFICE
 LY2235'IN BLOOMINGDALE TO THE MARK ON THE RIGHT, IN BED ROCK, 0.65 MILE
 LY2235'EAST-SOUTHEAST OF THE JUNCTION OF STATE ROUTE 23, 247 FEET WEST
 LY2235'OF THE CENTER OF THE JUNCTION OF LAKESIDE AVENUE, 142 FEET WEST OF
 LY2235'POWER POLE P431, 45 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM
 LY2235'POWER POLE BT.63-BRB A POWER LINE CROSSING, 18.5 FEET SOUTH OF THE
 LY2235'CENTER LINE OF THE HIGHWAY.
 LY2235'THE MARK IS 1 FT  E FROM A WITNESS POST.
 LY2235'THE MARK IS 4 FT ABOVE HIGHWAY.
 LY2235
 LY2235                          STATION RECOVERY (1991)
 LY2235
 LY2235'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 LY2235'RECOVERED IN GOOD CONDITION.
 LY2235
 LY2235                          STATION RECOVERY (1994)
 LY2235
 LY2235'RECOVERY NOTE BY US POWER SQUADRON 1994
 LY2235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3445 ***********************************************************************
 KV3445  DESIGNATION -  K 103
 KV3445  PID         -  KV3445
 KV3445  STATE/COUNTY-  NJ/BERGEN
 KV3445  USGS QUAD   -  HACKENSACK (1997)
 KV3445
 KV3445                         *CURRENT SURVEY CONTROL
 KV3445  ___________________________________________________________________
 KV3445* NAD 83(1986)-  40 59 23.     (N)    074 06 51.     (W)     SCALED    
 KV3445* NAVD 88     -        38.616  (meters)     126.69   (feet)  ADJUSTED  
 KV3445  ___________________________________________________________________
 KV3445  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KV3445  DYNAMIC HT  -          38.601 (meters)     126.64  (feet)  COMP
 KV3445  MODELED GRAV-     980,225.2   (mgal)                       NAVD 88
 KV3445
 KV3445  VERT ORDER  -  FIRST     CLASS II
 KV3445
 KV3445.The horizontal coordinates were scaled from a topographic map and have
 KV3445.an estimated accuracy of +/- 6 seconds.
 KV3445
 KV3445.The orthometric height was determined by differential leveling
 KV3445.and adjusted by the National Geodetic Survey in June 1991..
 KV3445
 KV3445.The geoid height was determined by GEOID03.
 KV3445
 KV3445.The dynamic height is computed by dividing the NAVD 88
 KV3445.geopotential number by the normal gravity value computed on the
 KV3445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3445.degrees latitude (g = 980.6199 gals.).
 KV3445
 KV3445.The modeled gravity was interpolated from observed gravity values.
 KV3445
 KV3445;                    North         East    Units  Estimated Accuracy
 KV3445;SPC NJ       -   239,480.      182,460.      MT  (+/- 180 meters Scaled)
 KV3445
 KV3445                          SUPERSEDED SURVEY CONTROL
 KV3445
 KV3445  NGVD 29 (??/??/??)   38.925  (m)          127.71   (f) ADJUSTED    1 2
 KV3445
 KV3445.Superseded values are not recommended for survey control.
 KV3445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3445.See file dsdata.txt to determine how the superseded data were derived.
 KV3445
 KV3445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL745379(NAD 83)
 KV3445_MARKER: DV = VERTICAL CONTROL DISK
 KV3445_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3445_SP_SET: STAINLESS STEEL ROD
 KV3445_STAMPING: K 103 1979
 KV3445_MARK LOGO: NGS   
 KV3445_PROJECTION: FLUSH
 KV3445_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV3445+STABILITY: POSITION/ELEVATION WELL
 KV3445_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3445+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1992
 KV3445_ROD/PIPE-DEPTH: 2.13 meters
 KV3445
 KV3445  HISTORY     - Date     Condition        Report By
 KV3445  HISTORY     - 1979     MONUMENTED       NGS
 KV3445  HISTORY     - 19920226 GOOD             NJGS
 KV3445  HISTORY     - 19940825 GOOD             USPSQD
 KV3445  HISTORY     - 20050704 GOOD             GEOCAC
 KV3445
 KV3445                          STATION DESCRIPTION
 KV3445
 KV3445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3445'IN RIDGEWOOD.
 KV3445'AT RIDGEWOOD, AT THE NORTHEAST CORNER OF EAST GLEN AVENUE AND OAK
 KV3445'STREET, 0.05 MILE EAST OF AN OVERPASS OF THE ERIE RAILROAD, 35.0 FEET
 KV3445'EAST OF THE CENTER LINE OF OAK STREET, 22.0 FEET NORTH OF THE
 KV3445'CENTER LINE OF THE AVENUE, 62.5 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 KV3445'CORNER OF A 2-STORY FRAME HOME AT 12 EAST GLEN AVENUE, 3.7 FEET
 KV3445'NORTH OF THE NORTH CURB OF THE AVENUE, 3.7 FEET WEST OF POWER POLE
 KV3445'61395RW.
 KV3445'THE MARK IS 1 FT  E FROM A WITNESS POST.
 KV3445'THE MARK IS ABOVE LEVEL WITH AVENUE.
 KV3445
 KV3445                          STATION RECOVERY (1992)
 KV3445
 KV3445'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KV3445'RECOVERED AS DESCRIBED.
 KV3445
 KV3445                          STATION RECOVERY (1994)
 KV3445
 KV3445'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3445'RECOVERED IN GOOD CONDITION.
 KV3445
 KV3445                          STATION RECOVERY (2005)
 KV3445
 KV3445'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV3445'FOUND EASILY BY DESCRIPTION.  COORDINATES ARE A BIT OFF.  OUR GPS READ
 KV3445'N 40 59.384 W 74 06.869.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0067 ***********************************************************************
 KV0067  DESIGNATION -  K 11
 KV0067  PID         -  KV0067
 KV0067  STATE/COUNTY-  NJ/UNION
 KV0067  USGS QUAD   -  ELIZABETH (1995)
 KV0067
 KV0067                         *CURRENT SURVEY CONTROL
 KV0067  ___________________________________________________________________
 KV0067* NAD 83(1986)-  40 39 41.     (N)    074 13 05.     (W)     SCALED    
 KV0067* NAVD 88     -         5.813  (meters)      19.07   (feet)  ADJUSTED  
 KV0067  ___________________________________________________________________
 KV0067  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV0067  DYNAMIC HT  -           5.810 (meters)      19.06  (feet)  COMP
 KV0067  MODELED GRAV-     980,217.8   (mgal)                       NAVD 88
 KV0067
 KV0067  VERT ORDER  -  FIRST     CLASS I
 KV0067
 KV0067.The horizontal coordinates were scaled from a topographic map and have
 KV0067.an estimated accuracy of +/- 6 seconds.
 KV0067
 KV0067.The orthometric height was determined by differential leveling
 KV0067.and adjusted by the National Geodetic Survey in June 1991..
 KV0067
 KV0067.The geoid height was determined by GEOID03.
 KV0067
 KV0067.The dynamic height is computed by dividing the NAVD 88
 KV0067.geopotential number by the normal gravity value computed on the
 KV0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0067.degrees latitude (g = 980.6199 gals.).
 KV0067
 KV0067.The modeled gravity was interpolated from observed gravity values.
 KV0067
 KV0067;                    North         East    Units  Estimated Accuracy
 KV0067;SPC NJ       -   202,990.      173,840.      MT  (+/- 180 meters Scaled)
 KV0067
 KV0067                          SUPERSEDED SURVEY CONTROL
 KV0067
 KV0067  NGVD 29 (04/16/92)    6.146  (m)           20.16   (f) ADJUSTED    1 1
 KV0067
 KV0067.Superseded values are not recommended for survey control.
 KV0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0067.See file dsdata.txt to determine how the superseded data were derived.
 KV0067
 KV0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL660014(NAD 83)
 KV0067_MARKER: DB = BENCH MARK DISK
 KV0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0067_SP_SET: OVERPASS
 KV0067_STAMPING: K 11 1933 20.177
 KV0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0067+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 KV0067
 KV0067  HISTORY     - Date     Condition        Report By
 KV0067  HISTORY     - 1933     MONUMENTED       CGS
 KV0067  HISTORY     - 1965     GOOD             CGS
 KV0067  HISTORY     - 1976     GOOD             NGS
 KV0067  HISTORY     - 19940527 GOOD             USPSQD
 KV0067  HISTORY     - 20010405 MARK NOT FOUND   USPSQD
 KV0067  HISTORY     - 20050921 GOOD             MACDEL
 KV0067
 KV0067                          STATION DESCRIPTION
 KV0067
 KV0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0067'AT ELIZABETH.
 KV0067'AT ELIZABETH, NEAR THE JUNCTION OF RAHWAY AVENUE AND BURNETTE
 KV0067'STREET, SET VERTICALLY IN THE SOUTH FACE OF THE NORTHEAST STONE
 KV0067'WING WALL OF THE PENNSYLVANIA RAILROAD OVER-PASS OVER RAHWAY
 KV0067'AVENUE, 64 FEET WEST OF THE EXTENDED CENTER LINE OF BURNETTE
 KV0067'STREET, 8.4 FEET NORTH OF THE NORTH CURB OF RAHWAY AVENUE, 10.4
 KV0067'FEET EAST OF THE EAST CORNER OF THE OVERPASS, AND ABOUT 4 1/2
 KV0067'FEET ABOVE THE LEVEL OF RAHWAY AVENUE.
 KV0067
 KV0067                          STATION RECOVERY (1976)
 KV0067
 KV0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KV0067'RECOVERED IN GOOD CONDITION.
 KV0067
 KV0067                          STATION RECOVERY (1994)
 KV0067
 KV0067'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0067'RECOVERED IN GOOD CONDITION.
 KV0067
 KV0067                          STATION RECOVERY (2001)
 KV0067
 KV0067'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV0067'MARK NOT FOUND.
 KV0067
 KV0067                          STATION RECOVERY (2005)
 KV0067
 KV0067'RECOVERY NOTE BY MACDEL ENGINEERING 2005 (JM)
 KV0067'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0366 ***********************************************************************
 LY0366  DESIGNATION -  K 14
 LY0366  PID         -  LY0366
 LY0366  STATE/COUNTY-  NJ/BERGEN
 LY0366  USGS QUAD   -  PARK RIDGE (1995)
 LY0366
 LY0366                         *CURRENT SURVEY CONTROL
 LY0366  ___________________________________________________________________
 LY0366* NAD 83(1986)-  41 00 31.     (N)    074 07 20.     (W)     SCALED    
 LY0366* NAVD 88     -        69.087  (meters)     226.66   (feet)  ADJUSTED  
 LY0366  ___________________________________________________________________
 LY0366  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LY0366  DYNAMIC HT  -          69.060 (meters)     226.57  (feet)  COMP
 LY0366  MODELED GRAV-     980,222.6   (mgal)                       NAVD 88
 LY0366
 LY0366  VERT ORDER  -  FIRST     CLASS II
 LY0366
 LY0366.The horizontal coordinates were scaled from a topographic map and have
 LY0366.an estimated accuracy of +/- 6 seconds.
 LY0366
 LY0366.The orthometric height was determined by differential leveling
 LY0366.and adjusted by the National Geodetic Survey in June 1991..
 LY0366
 LY0366.The geoid height was determined by GEOID03.
 LY0366
 LY0366.The dynamic height is computed by dividing the NAVD 88
 LY0366.geopotential number by the normal gravity value computed on the
 LY0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0366.degrees latitude (g = 980.6199 gals.).
 LY0366
 LY0366.The modeled gravity was interpolated from observed gravity values.
 LY0366
 LY0366;                    North         East    Units  Estimated Accuracy
 LY0366;SPC NJ       -   241,570.      181,780.      MT  (+/- 180 meters Scaled)
 LY0366
 LY0366                          SUPERSEDED SURVEY CONTROL
 LY0366
 LY0366  NGVD 29 (??/??/92)   69.396  (m)          227.68   (f) ADJ UNCH    1 2
 LY0366
 LY0366.Superseded values are not recommended for survey control.
 LY0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0366.See file dsdata.txt to determine how the superseded data were derived.
 LY0366
 LY0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL738400(NAD 83)
 LY0366_MARKER: DB = BENCH MARK DISK
 LY0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0366_SP_SET: BRIDGE SUPPORT
 LY0366_STAMPING: K 14 1933
 LY0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0366
 LY0366  HISTORY     - Date     Condition        Report By
 LY0366  HISTORY     - 1933     MONUMENTED       CGS
 LY0366  HISTORY     - 1942     GOOD             NGS
 LY0366  HISTORY     - 1979     GOOD             NGS
 LY0366
 LY0366                          STATION DESCRIPTION
 LY0366
 LY0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0366'0.3 MI S FROM WALKWICK.
 LY0366'0.3 MILE SOUTH ALONG THE ERIE LACKAWANNA RAILROAD FROM THE
 LY0366'STATION AT WALKWICK, ABOUT 310 FEET NORTH OF MILEPOST JC 23,
 LY0366'15 FEET SOUTH OF THE SOUTHEAST BRIDGE SUPPORT OF OVERHEAD
 LY0366'BRIDGE NO. H23-08, ABOUT 4 YARDS EAST OF THE NORTH-BOUND TRACK,
 LY0366'A STANDARD DISK SET IN THE TOP OF THE NORTHWEST CORNER OF AN
 LY0366'ABANDONED BRIDGE SUPPORT, STAMPED K 14 1933.
 LY0366
 LY0366                          STATION RECOVERY (1979)
 LY0366
 LY0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1275 ***********************************************************************
 KV1275  DESIGNATION -  K 15
 KV1275  PID         -  KV1275
 KV1275  STATE/COUNTY-  NJ/WARREN
 KV1275  USGS QUAD   -  HACKETTSTOWN (1976)
 KV1275
 KV1275                         *CURRENT SURVEY CONTROL
 KV1275  ___________________________________________________________________
 KV1275* NAD 83(1986)-  40 51 15.     (N)    074 49 56.     (W)     SCALED    
 KV1275* NAVD 88     -       173.922  (meters)     570.61   (feet)  ADJUSTED  
 KV1275  ___________________________________________________________________
 KV1275  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KV1275  DYNAMIC HT  -         173.843 (meters)     570.35  (feet)  COMP
 KV1275  MODELED GRAV-     980,168.2   (mgal)                       NAVD 88
 KV1275
 KV1275  VERT ORDER  -  SECOND    CLASS 0
 KV1275
 KV1275.The horizontal coordinates were scaled from a topographic map and have
 KV1275.an estimated accuracy of +/- 6 seconds.
 KV1275
 KV1275.The orthometric height was determined by differential leveling
 KV1275.and adjusted by the National Geodetic Survey in June 1991..
 KV1275
 KV1275.The geoid height was determined by GEOID03.
 KV1275
 KV1275.The dynamic height is computed by dividing the NAVD 88
 KV1275.geopotential number by the normal gravity value computed on the
 KV1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1275.degrees latitude (g = 980.6199 gals.).
 KV1275
 KV1275.The modeled gravity was interpolated from observed gravity values.
 KV1275
 KV1275;                    North         East    Units  Estimated Accuracy
 KV1275;SPC NJ       -   224,410.      121,990.      MT  (+/- 180 meters Scaled)
 KV1275
 KV1275                          SUPERSEDED SURVEY CONTROL
 KV1275
 KV1275  NGVD 29 (??/??/??)  174.143  (m)          571.33   (f) ADJUSTED    2 0
 KV1275
 KV1275.Superseded values are not recommended for survey control.
 KV1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1275.See file dsdata.txt to determine how the superseded data were derived.
 KV1275
 KV1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL141225(NAD 83)
 KV1275_MARKER: DB = BENCH MARK DISK
 KV1275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1275_SP_SET: GARAGE FOUNDATION
 KV1275_STAMPING: K 15 1933 571.334
 KV1275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1275+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2006
 KV1275
 KV1275  HISTORY     - Date     Condition        Report By
 KV1275  HISTORY     - 1933     MONUMENTED       CGS
 KV1275  HISTORY     - 1954     MARK NOT FOUND   CGS
 KV1275  HISTORY     - 19950317 MARK NOT FOUND   NJGS
 KV1275  HISTORY     - 20060703 GOOD             GEOCAC
 KV1275
 KV1275                          STATION DESCRIPTION
 KV1275
 KV1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KV1275'AT HACKETTSTOWN.
 KV1275'AT HACKETTSTOWN, WARREN COUNTY, ABOUT 100 YARDS NORTHEAST OF
 KV1275'THE NORTH END OF THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 KV1275'STATION, 57 YARDS EAST OF THE EAST RAIL, 35 YARDS SOUTH OF THE
 KV1275'CENTERLINE OF MAIN STREET, AT THE WATERFIELD GARAGE, AT THE
 KV1275'NORTHWEST CORNER OF THE CONCRETE FOUNDATION, AND ABOUT 2 FEET
 KV1275'HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED 571.334 K 15
 KV1275'1933.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS
 KV1275'NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE
 KV1275'ERIE LACKAWANNA RAILROAD.
 KV1275
 KV1275                          STATION RECOVERY (1995)
 KV1275
 KV1275'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1275'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV1275'SEARCH BY A TWO MAN PARTY.
 KV1275
 KV1275                          STATION RECOVERY (2006)
 KV1275
 KV1275'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV1275'THE WATERFIELD GARAGE ON VALENTINE STREET IS NOW PART OF HACKETTSTOWN
 KV1275'FORD AT 100 MAIN STREET.  THERE IS A SMALL ALLEYWAY BETWEEN THE TWO
 KV1275'BUILDINGS.  THERE IS A GAS STATION TO THE NORTH OF THE OLD BUILDING,
 KV1275'ON MAIN STREET.  ACCESS TO THE MARK IS THROUGH THE LOT OF THE GAS
 KV1275'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0762 ***********************************************************************
 KV0762  DESIGNATION -  K 16
 KV0762  PID         -  KV0762
 KV0762  STATE/COUNTY-  NJ/MONMOUTH
 KV0762  USGS QUAD   -  KEYPORT (1977)
 KV0762
 KV0762                         *CURRENT SURVEY CONTROL
 KV0762  ___________________________________________________________________
 KV0762* NAD 83(1986)-  40 25 09.     (N)    074 13 14.     (W)     SCALED    
 KV0762* NAVD 88     -        11.224  (meters)      36.82   (feet)  ADJUSTED  
 KV0762  ___________________________________________________________________
 KV0762  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV0762  DYNAMIC HT  -          11.220 (meters)      36.81  (feet)  COMP
 KV0762  MODELED GRAV-     980,221.8   (mgal)                       NAVD 88
 KV0762
 KV0762  VERT ORDER  -  FIRST     CLASS II
 KV0762
 KV0762.The horizontal coordinates were scaled from a topographic map and have
 KV0762.an estimated accuracy of +/- 6 seconds.
 KV0762
 KV0762.The orthometric height was determined by differential leveling
 KV0762.and adjusted by the National Geodetic Survey in June 1991..
 KV0762.WARNING-Repeat measurements at this control monument indicate possible
 KV0762.vertical movement.
 KV0762
 KV0762.The geoid height was determined by GEOID03.
 KV0762
 KV0762.The dynamic height is computed by dividing the NAVD 88
 KV0762.geopotential number by the normal gravity value computed on the
 KV0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0762.degrees latitude (g = 980.6199 gals.).
 KV0762
 KV0762.The modeled gravity was interpolated from observed gravity values.
 KV0762
 KV0762;                    North         East    Units  Estimated Accuracy
 KV0762;SPC NJ       -   176,090.      173,710.      MT  (+/- 180 meters Scaled)
 KV0762
 KV0762                          SUPERSEDED SURVEY CONTROL
 KV0762
 KV0762  NGVD 29 (04/16/92)   11.454  (m)           37.58   (f) ADJUSTED    1 2
 KV0762
 KV0762.Superseded values are not recommended for survey control.
 KV0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0762.See file dsdata.txt to determine how the superseded data were derived.
 KV0762
 KV0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK661745(NAD 83)
 KV0762_MARKER: DB = BENCH MARK DISK
 KV0762_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0762_SP_SET: AUTOMATIC SIGNAL BASE
 KV0762_STAMPING: K 16 1933
 KV0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0762
 KV0762  HISTORY     - Date     Condition        Report By
 KV0762  HISTORY     - 1933     MONUMENTED       CGS
 KV0762  HISTORY     - 1952     GOOD             CGS
 KV0762  HISTORY     - 1964     GOOD             CGS
 KV0762  HISTORY     - 1986     GOOD             USPSQD
 KV0762
 KV0762                          STATION DESCRIPTION
 KV0762
 KV0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0762'AT MATAWAN.
 KV0762'AT MATAWAN, ALONG THE NEW YORK AND LONG BRANCH RAILROAD, ABOUT
 KV0762'330 YARDS EAST OF THE STATION, 20 FEET SOUTH OF SOUTH RAIL OF
 KV0762'MAIN EAST-BOUND TRACK, 11 1/2 FEET NORTHWEST OF NORTHWEST RAIL
 KV0762'OF A SIDE TRACK LEADING SOUTHWEST, 8 1/2 FEET SOUTH OF SOUTH
 KV0762'RAIL OF A SIDE TRACK AND SET IN THE TOP OF THE NORTHWEST CORNER
 KV0762'OF BASE OF AN AUTOMATIC SIGNAL AND ABOUT LEVEL WITH TRACK.
 KV0762
 KV0762                          STATION RECOVERY (1964)
 KV0762
 KV0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0762'RECOVERED IN GOOD CONDITION.
 KV0762
 KV0762                          STATION RECOVERY (1986)
 KV0762
 KV0762'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0819 ***********************************************************************
 KU0819  DESIGNATION -  K 17 USCA
 KU0819  PID         -  KU0819
 KU0819  STATE/COUNTY-  NJ/MONMOUTH
 KU0819  USGS QUAD   -  SANDY HOOK (1981)
 KU0819
 KU0819                         *CURRENT SURVEY CONTROL
 KU0819  ___________________________________________________________________
 KU0819* NAD 83(1986)-  40 27 09.     (N)    073 59 30.     (W)     SCALED    
 KU0819* NAVD 88     -         5.192  (meters)      17.03   (feet)  ADJUSTED  
 KU0819  ___________________________________________________________________
 KU0819  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KU0819  DYNAMIC HT  -           5.190 (meters)      17.03  (feet)  COMP
 KU0819  MODELED GRAV-     980,199.2   (mgal)                       NAVD 88
 KU0819
 KU0819  VERT ORDER  -  FIRST     CLASS II
 KU0819
 KU0819.The horizontal coordinates were scaled from a topographic map and have
 KU0819.an estimated accuracy of +/- 6 seconds.
 KU0819
 KU0819.The orthometric height was determined by differential leveling
 KU0819.and adjusted by the National Geodetic Survey in June 1991..
 KU0819
 KU0819.The geoid height was determined by GEOID03.
 KU0819
 KU0819.The dynamic height is computed by dividing the NAVD 88
 KU0819.geopotential number by the normal gravity value computed on the
 KU0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0819.degrees latitude (g = 980.6199 gals.).
 KU0819
 KU0819.The modeled gravity was interpolated from observed gravity values.
 KU0819
 KU0819;                    North         East    Units  Estimated Accuracy
 KU0819;SPC NJ       -   179,880.      193,120.      MT  (+/- 180 meters Scaled)
 KU0819
 KU0819                          SUPERSEDED SURVEY CONTROL
 KU0819
 KU0819  NGVD 29 (04/16/92)    5.511  (m)           18.08   (f) ADJUSTED    1 2
 KU0819
 KU0819.Superseded values are not recommended for survey control.
 KU0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0819.See file dsdata.txt to determine how the superseded data were derived.
 KU0819
 KU0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK855784(NAD 83)
 KU0819_MARKER: DD = SURVEY DISK
 KU0819_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0819_SP_SET: CONCRETE BASE
 KU0819_STAMPING: K 17 1940
 KU0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0819
 KU0819  HISTORY     - Date     Condition        Report By
 KU0819  HISTORY     - 1940     MONUMENTED       DOD
 KU0819  HISTORY     - 1952     GOOD             NGS
 KU0819  HISTORY     - 1964     MARK NOT FOUND   NGS
 KU0819  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 KU0819
 KU0819                          STATION DESCRIPTION
 KU0819
 KU0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0819'AT FORT HANCOCK.
 KU0819'AT FORT HANCOCK, ON SANDY HOOK, ABOUT 0.15 MILE SOUTH ALONG A BLACK
 KU0819'TOP STREET FROM THE LIGHT HOUSE, THENCE ABOUT 0.9 MILE EAST AND
 KU0819'SOUTH ALONG A BLACK TOP ROAD, ABOUT 0.15 MILE NORTH OF A
 KU0819'CROSSROAD, IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 KU0819'BASE OF THE SOUTHEAST LEG OF THE NORTH ONE OF TWO SMALL TOWERS
 KU0819'(TOWER NO. B 8), 70 FEET WEST OF CENTER LINE OF ROAD AND ABOUT
 KU0819'2 1/2 FEET ABOVE GROUND.
 KU0819
 KU0819                          STATION RECOVERY (1964)
 KU0819
 KU0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU0819'MARK NOT FOUND.
 KU0819
 KU0819                          STATION RECOVERY (1992)
 KU0819
 KU0819'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1707 ***********************************************************************
 KV1707  DESIGNATION -  K 18
 KV1707  PID         -  KV1707
 KV1707  STATE/COUNTY-  NJ/WARREN
 KV1707  USGS QUAD   -  EASTON (1994)
 KV1707
 KV1707                         *CURRENT SURVEY CONTROL
 KV1707  ___________________________________________________________________
 KV1707* NAD 83(1986)-  40 39 07.     (N)    075 11 46.     (W)     SCALED    
 KV1707* NAVD 88     -        55.178  (meters)     181.03   (feet)  ADJUSTED  
 KV1707  ___________________________________________________________________
 KV1707  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KV1707  DYNAMIC HT  -          55.151 (meters)     180.94  (feet)  COMP
 KV1707  MODELED GRAV-     980,143.2   (mgal)                       NAVD 88
 KV1707
 KV1707  VERT ORDER  -  FIRST     CLASS I
 KV1707
 KV1707.The horizontal coordinates were scaled from a topographic map and have
 KV1707.an estimated accuracy of +/- 6 seconds.
 KV1707
 KV1707.The orthometric height was determined by differential leveling
 KV1707.and adjusted by the National Geodetic Survey in June 1991..
 KV1707
 KV1707.The geoid height was determined by GEOID03.
 KV1707
 KV1707.The dynamic height is computed by dividing the NAVD 88
 KV1707.geopotential number by the normal gravity value computed on the
 KV1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1707.degrees latitude (g = 980.6199 gals.).
 KV1707
 KV1707.The modeled gravity was interpolated from observed gravity values.
 KV1707
 KV1707;                    North         East    Units  Estimated Accuracy
 KV1707;SPC NJ       -   202,130.       91,130.      MT  (+/- 180 meters Scaled)
 KV1707
 KV1707                          SUPERSEDED SURVEY CONTROL
 KV1707
 KV1707  NGVD 29 (01/10/92)   55.409  (m)          181.79   (f) ADJUSTED    1 1
 KV1707
 KV1707.Superseded values are not recommended for survey control.
 KV1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1707.See file dsdata.txt to determine how the superseded data were derived.
 KV1707
 KV1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL834001(NAD 83)
 KV1707_MARKER: DB = BENCH MARK DISK
 KV1707_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1707_SP_SET: HEADWALL
 KV1707_STAMPING: K 18 1935
 KV1707_MARK LOGO: CGS   
 KV1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1707+STABILITY: SURFACE MOTION
 KV1707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1707+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1989
 KV1707
 KV1707  HISTORY     - Date     Condition        Report By
 KV1707  HISTORY     - 1935     MONUMENTED       CGS
 KV1707  HISTORY     - 1961     GOOD             CGS
 KV1707  HISTORY     - 19891010 GOOD             NJGS
 KV1707
 KV1707                          STATION DESCRIPTION
 KV1707
 KV1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV1707'4 MI SE FROM PHILLIPSBURG.
 KV1707'4.0 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV1707'STATION AT PHILLIPSBURG, WARREN COUNTY, AT THE CROSSING OF AN
 KV1707'ASPHALT ROAD, 35 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 KV1707'20.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AT A 4- BY 4- FOOT
 KV1707'CONCRETE-BOX UNDER THE TRACK, IN THE TOP OF THE SOUTHWEST END
 KV1707'OF THE SOUTHEAST CONCRETE HEADWALL, 1 FOOT NORTHEAST OF THE
 KV1707'SOUTHWEST END OF THE HEADWALL, AND 1 FOOT BELOW THE LEVEL OF THE
 KV1707'TRACK.  A STANDARD DISK, STAMPED K 18 1935.
 KV1707
 KV1707                          STATION RECOVERY (1989)
 KV1707
 KV1707'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV1707'8.0 KM (4.95 MI) NORTH ALONG RIVER ROAD FROM THE BRIDGE CROSSING THE
 KV1707'DELAWARE RIVER IN RIEGELSVILLE TO THE JUNCTION WITH CARPENTERSVILLE
 KV1707'ROAD AT THE RAILROAD GRADE CROSSING, MARK SET IN A CONCRETE HEADWALL,
 KV1707'10.6 M (34.8 FT) SOUTHWEST OF THE CENTERLINE OF CARPENTERSVILLE ROAD,
 KV1707'6.0 M (19.7 FT) NORTHEAST OF THE EAST RAIL OF THE TRACK, 0.4 M
 KV1707'(1.3 FT) NORTH OF A WITNESS POST AND 0.4 M (1.3 FT) BELOW THE TOP OF
 KV1707'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1395 ***********************************************************************
 KV1395  DESIGNATION -  K 19
 KV1395  PID         -  KV1395
 KV1395  STATE/COUNTY-  NJ/SOMERSET
 KV1395  USGS QUAD   -  RARITAN (1981)
 KV1395
 KV1395                         *CURRENT SURVEY CONTROL
 KV1395  ___________________________________________________________________
 KV1395* NAD 83(1986)-  40 30 40.     (N)    074 43 14.     (W)     SCALED    
 KV1395* NAVD 88     -        28.828  (meters)      94.58   (feet)  ADJUSTED  
 KV1395  ___________________________________________________________________
 KV1395  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KV1395  DYNAMIC HT  -          28.814 (meters)      94.53  (feet)  COMP
 KV1395  MODELED GRAV-     980,170.4   (mgal)                       NAVD 88
 KV1395
 KV1395  VERT ORDER  -  SECOND    CLASS 0
 KV1395
 KV1395.The horizontal coordinates were scaled from a topographic map and have
 KV1395.an estimated accuracy of +/- 6 seconds.
 KV1395
 KV1395.The orthometric height was determined by differential leveling
 KV1395.and adjusted by the National Geodetic Survey in June 1991..
 KV1395
 KV1395.The geoid height was determined by GEOID03.
 KV1395
 KV1395.The dynamic height is computed by dividing the NAVD 88
 KV1395.geopotential number by the normal gravity value computed on the
 KV1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1395.degrees latitude (g = 980.6199 gals.).
 KV1395
 KV1395.The modeled gravity was interpolated from observed gravity values.
 KV1395
 KV1395;                    North         East    Units  Estimated Accuracy
 KV1395;SPC NJ       -   186,290.      131,310.      MT  (+/- 180 meters Scaled)
 KV1395
 KV1395                          SUPERSEDED SURVEY CONTROL
 KV1395
 KV1395  NGVD 29 (??/??/??)   29.088  (m)           95.43   (f) ADJUSTED    2 0
 KV1395
 KV1395.Superseded values are not recommended for survey control.
 KV1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1395.See file dsdata.txt to determine how the superseded data were derived.
 KV1395
 KV1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK236845(NAD 83)
 KV1395_MARKER: DB = BENCH MARK DISK
 KV1395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1395_SP_SET: CONCRETE BASE
 KV1395_STAMPING: K 19 1935
 KV1395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1395
 KV1395  HISTORY     - Date     Condition        Report By
 KV1395  HISTORY     - 1935     MONUMENTED       CGS
 KV1395  HISTORY     - 20010331 GOOD             NGS
 KV1395  HISTORY     - 20031122 GOOD             USPSQD
 KV1395
 KV1395                          STATION DESCRIPTION
 KV1395
 KV1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1395'7.5 MI W FROM SOMERVILLE.
 KV1395'7.5 MILES WEST ALONG THE CENTRAL RAILROAD CO. OF NEW JERSEY
 KV1395'RAILROAD FROM THE COUNTY COURTHOUSE AT SOMERVILLE, SOMERSET
 KV1395'COUNTY, AT THE CROSSING OF THE LEHIGH VALLEY RAILROAD, AT THE
 KV1395'NORTHEAST ENTRANCE AT THE THIRD STEEL COLUMN AND IN THE TOP OF
 KV1395'THE CONCRETE BASE.
 KV1395
 KV1395                          STATION RECOVERY (2001)
 KV1395
 KV1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1395'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV1395
 KV1395                          STATION RECOVERY (2003)
 KV1395
 KV1395'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV1395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0984 ***********************************************************************
 KV0984  DESIGNATION -  K 2
 KV0984  PID         -  KV0984
 KV0984  STATE/COUNTY-  NJ/MIDDLESEX
 KV0984  USGS QUAD   -  HIGHTSTOWN (1981)
 KV0984
 KV0984                         *CURRENT SURVEY CONTROL
 KV0984  ___________________________________________________________________
 KV0984* NAD 83(1986)-  40 19 59.     (N)    074 36 10.     (W)     SCALED    
 KV0984* NAVD 88     -        24.126  (meters)      79.15   (feet)  POSTED    
 KV0984  ___________________________________________________________________
 KV0984  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KV0984  DYNAMIC HT  -          24.110 (meters)      79.10  (feet)  COMP
 KV0984  MODELED GRAV-     980,178.9   (mgal)                       NAVD 88
 KV0984
 KV0984  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KV0984
 KV0984.The horizontal coordinates were scaled from a topographic map and have
 KV0984.an estimated accuracy of +/- 6 seconds.
 KV0984
 KV0984.The orthometric height was determined by differential leveling
 KV0984.and adjusted by the National Geodetic Survey in 1992..
 KV0984.No vertical observational check was made to the station.
 KV0984.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KV0984.was located on a no-check spur therefore a value was not computed.
 KV0984
 KV0984.The geoid height was determined by GEOID03.
 KV0984
 KV0984.The dynamic height is computed by dividing the NAVD 88
 KV0984.geopotential number by the normal gravity value computed on the
 KV0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0984.degrees latitude (g = 980.6199 gals.).
 KV0984
 KV0984.The modeled gravity was interpolated from observed gravity values.
 KV0984
 KV0984;                    North         East    Units  Estimated Accuracy
 KV0984;SPC NJ       -   166,500.      141,270.      MT  (+/- 180 meters Scaled)
 KV0984
 KV0984                          SUPERSEDED SURVEY CONTROL
 KV0984
 KV0984  NGVD 29 (??/??/??)   24.458  (m)           80.24   (f) ADJUSTED    1 2
 KV0984
 KV0984.Superseded values are not recommended for survey control.
 KV0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0984.See file dsdata.txt to determine how the superseded data were derived.
 KV0984
 KV0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK337648(NAD 83)
 KV0984_MARKER: DB = BENCH MARK DISK
 KV0984_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0984_SP_SET: ABUTMENT
 KV0984_STAMPING: K 2 1924 80.243
 KV0984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0984
 KV0984  HISTORY     - Date     Condition        Report By
 KV0984  HISTORY     - 1924     MONUMENTED       CGS
 KV0984  HISTORY     - 1956     GOOD             CGS
 KV0984
 KV0984                          STATION DESCRIPTION
 KV0984
 KV0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0984'AT PLAINSBORO.
 KV0984'AT PLAINSBORO, ALONG THE PENNSYLVANIA RAILROAD, AT A COUNTY ROAD
 KV0984'OVERPASS, SET VERTICALLY IN THE SOUTHEAST STONE FACE OF THE SECOND
 KV0984'STONE BLOCK FROM THE BOTTOM AT THE SOUTHWEST END OF THE NORTHWEST
 KV0984'STONE ABUTMENT OF THE OVERPASS, 3 RAILS NORTHEAST OF THE NORTHEAST
 KV0984'END OF THE STATION, 6.6 FEET NORTHWEST OF THE NORTHWEST RAIL,
 KV0984'6.2 FEET NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT AND
 KV0984'1-FOOT ABOVE THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0679 ***********************************************************************
 KV0679  DESIGNATION -  K 20
 KV0679  PID         -  KV0679
 KV0679  STATE/COUNTY-  NJ/ESSEX
 KV0679  USGS QUAD   -  ORANGE (1981)
 KV0679
 KV0679                         *CURRENT SURVEY CONTROL
 KV0679  ___________________________________________________________________
 KV0679* NAD 83(1986)-  40 45 55.     (N)    074 14 42.     (W)     SCALED    
 KV0679* NAVD 88     -        59.659  (meters)     195.73   (feet)  ADJUSTED  
 KV0679  ___________________________________________________________________
 KV0679  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KV0679  DYNAMIC HT  -          59.634 (meters)     195.65  (feet)  COMP
 KV0679  MODELED GRAV-     980,197.6   (mgal)                       NAVD 88
 KV0679
 KV0679  VERT ORDER  -  SECOND    CLASS 0
 KV0679
 KV0679.The horizontal coordinates were scaled from a topographic map and have
 KV0679.an estimated accuracy of +/- 6 seconds.
 KV0679
 KV0679.The orthometric height was determined by differential leveling
 KV0679.and adjusted by the National Geodetic Survey in June 1991..
 KV0679
 KV0679.The geoid height was determined by GEOID03.
 KV0679
 KV0679.The dynamic height is computed by dividing the NAVD 88
 KV0679.geopotential number by the normal gravity value computed on the
 KV0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0679.degrees latitude (g = 980.6199 gals.).
 KV0679
 KV0679.The modeled gravity was interpolated from observed gravity values.
 KV0679
 KV0679;                    North         East    Units  Estimated Accuracy
 KV0679;SPC NJ       -   214,520.      171,530.      MT  (+/- 180 meters Scaled)
 KV0679
 KV0679                          SUPERSEDED SURVEY CONTROL
 KV0679
 KV0679  NGVD 29 (??/??/??)   59.972  (m)          196.76   (f) ADJUSTED    2 0
 KV0679
 KV0679.Superseded values are not recommended for survey control.
 KV0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0679.See file dsdata.txt to determine how the superseded data were derived.
 KV0679
 KV0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL637129(NAD 83)
 KV0679_MARKER: DB = BENCH MARK DISK
 KV0679_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0679_SP_SET: UNDERPASS
 KV0679_STAMPING: K 20 1935
 KV0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0679
 KV0679  HISTORY     - Date     Condition        Report By
 KV0679  HISTORY     - 1935     MONUMENTED       CGS
 KV0679  HISTORY     - 1955     MARK NOT FOUND   CGS
 KV0679
 KV0679                          STATION DESCRIPTION
 KV0679
 KV0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KV0679'AT ORANGE.
 KV0679'AT ORANGE, ESSEX COUNTY, ON THE DELAWARE, LACKAWANNA AND WESTERN
 KV0679'RAILROAD, AT THE FIRST UNDERPASS WEST OF THE HIGHLAND AVENUE
 KV0679'STATION, AT THE BACK OF THE WEST END OF THE CONCRETE BANISTER,
 KV0679'AND IN THE TOP OF THE SOUTHWEST CORNER.  A STANDARD DISK, STAMPED
 KV0679'K 20 1935.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 KV0679'IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE
 KV0679'ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1252 ***********************************************************************
 KV1252  DESIGNATION -  K 22
 KV1252  PID         -  KV1252
 KV1252  STATE/COUNTY-  NJ/WARREN
 KV1252  USGS QUAD   -  HACKETTSTOWN (1976)
 KV1252
 KV1252                         *CURRENT SURVEY CONTROL
 KV1252  ___________________________________________________________________
 KV1252* NAD 83(1986)-  40 51 30.     (N)    074 50 59.     (W)     SCALED    
 KV1252* NAVD 88     -       232.403  (meters)     762.48   (feet)  ADJUSTED  
 KV1252  ___________________________________________________________________
 KV1252  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KV1252  DYNAMIC HT  -         232.297 (meters)     762.13  (feet)  COMP
 KV1252  MODELED GRAV-     980,160.3   (mgal)                       NAVD 88
 KV1252
 KV1252  VERT ORDER  -  SECOND    CLASS 0
 KV1252
 KV1252.The horizontal coordinates were scaled from a topographic map and have
 KV1252.an estimated accuracy of +/- 6 seconds.
 KV1252
 KV1252.The orthometric height was determined by differential leveling
 KV1252.and adjusted by the National Geodetic Survey in June 1991..
 KV1252
 KV1252.The geoid height was determined by GEOID03.
 KV1252
 KV1252.The dynamic height is computed by dividing the NAVD 88
 KV1252.geopotential number by the normal gravity value computed on the
 KV1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1252.degrees latitude (g = 980.6199 gals.).
 KV1252
 KV1252.The modeled gravity was interpolated from observed gravity values.
 KV1252
 KV1252;                    North         East    Units  Estimated Accuracy
 KV1252;SPC NJ       -   224,880.      120,520.      MT  (+/- 180 meters Scaled)
 KV1252
 KV1252                          SUPERSEDED SURVEY CONTROL
 KV1252
 KV1252  NGVD 29 (??/??/??)  232.621  (m)          763.19   (f) ADJUSTED    2 0
 KV1252
 KV1252.Superseded values are not recommended for survey control.
 KV1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1252.See file dsdata.txt to determine how the superseded data were derived.
 KV1252
 KV1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL126230(NAD 83)
 KV1252_MARKER: DB = BENCH MARK DISK
 KV1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1252_STAMPING: K 22 1942
 KV1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1252+STABILITY: SURFACE MOTION
 KV1252
 KV1252  HISTORY     - Date     Condition        Report By
 KV1252  HISTORY     - 1942     MONUMENTED       CGS
 KV1252  HISTORY     - 19950317 MARK NOT FOUND   NJGS
 KV1252
 KV1252                          STATION DESCRIPTION
 KV1252
 KV1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1252'1 MI NW FROM HACKETTSTOWN.
 KV1252'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 46 FROM THE DELAWARE,
 KV1252'LACKAWANNA AND WESTERN RAILROAD AT HACKETTSTOWN, WARREN COUNTY,
 KV1252'300 FEET NORTHWEST OF A TAR ROAD LEADING SOUTHWEST, 250 FEET NORTH
 KV1252'ACROSS THE HIGHWAY FROM A 1-STORY WHITE HOUSE, 32.5 FEET NORTH
 KV1252'OF THE CENTERLINE OF THE HIGHWAY, 8.7 FEET NORTH OF A POLE, 1.5
 KV1252'FEET SOUTH OF AN EAST-AND-WEST WIRE FENCE, AND ABOUT 2 FEET
 KV1252'LOWER THAN THE HIGHWAY.  NOTE-- THE DELAWARE, LACKAWANNA AND
 KV1252'WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE
 KV1252'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV1252
 KV1252                          STATION RECOVERY (1995)
 KV1252
 KV1252'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1252'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV1252'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1604 ***********************************************************************
 KV1604  DESIGNATION -  K 23
 KV1604  PID         -  KV1604
 KV1604  STATE/COUNTY-  NJ/WARREN
 KV1604  USGS QUAD   -  BELVIDERE (1992)
 KV1604
 KV1604                         *CURRENT SURVEY CONTROL
 KV1604  ___________________________________________________________________
 KV1604* NAD 83(1986)-  40 51 53.     (N)    075 00 39.     (W)     SCALED    
 KV1604* NAVD 88     -       135.665  (meters)     445.09   (feet)  ADJUSTED  
 KV1604  ___________________________________________________________________
 KV1604  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KV1604  DYNAMIC HT  -         135.604 (meters)     444.89  (feet)  COMP
 KV1604  MODELED GRAV-     980,176.6   (mgal)                       NAVD 88
 KV1604
 KV1604  VERT ORDER  -  SECOND    CLASS 0
 KV1604
 KV1604.The horizontal coordinates were scaled from a topographic map and have
 KV1604.an estimated accuracy of +/- 6 seconds.
 KV1604
 KV1604.The orthometric height was determined by differential leveling
 KV1604.and adjusted by the National Geodetic Survey in June 1991..
 KV1604
 KV1604.The geoid height was determined by GEOID03.
 KV1604
 KV1604.The dynamic height is computed by dividing the NAVD 88
 KV1604.geopotential number by the normal gravity value computed on the
 KV1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1604.degrees latitude (g = 980.6199 gals.).
 KV1604
 KV1604.The modeled gravity was interpolated from observed gravity values.
 KV1604
 KV1604;                    North         East    Units  Estimated Accuracy
 KV1604;SPC NJ       -   225,650.      106,940.      MT  (+/- 180 meters Scaled)
 KV1604
 KV1604                          SUPERSEDED SURVEY CONTROL
 KV1604
 KV1604  NGVD 29 (??/??/??)  135.870  (m)          445.77   (f) ADJUSTED    2 0
 KV1604
 KV1604.Superseded values are not recommended for survey control.
 KV1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1604.See file dsdata.txt to determine how the superseded data were derived.
 KV1604
 KV1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL990237(NAD 83)
 KV1604_MARKER: DB = BENCH MARK DISK
 KV1604_SETTING: 0 = UNSPECIFIED SETTING
 KV1604_STAMPING: K 23 1942
 KV1604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1604
 KV1604  HISTORY     - Date     Condition        Report By
 KV1604  HISTORY     - 1942     MONUMENTED       CGS
 KV1604  HISTORY     - 19950119 MARK NOT FOUND   NJGS
 KV1604  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 KV1604
 KV1604                          STATION DESCRIPTION
 KV1604
 KV1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1604'4.2 MI S FROM HOPE.
 KV1604'4.2 MILES SOUTH ALONG STATE HIGHWAY 543 FROM THE POST OFFICE
 KV1604'AT HOPE, WARREN COUNTY, 130 FEET SOUTH ACROSS THE HIGHWAY FROM
 KV1604'THE SOUTHEAST CORNER OF A 1-STORY WHITE HOUSE, 26 FEET
 KV1604'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12.4 FEET WEST OF A
 KV1604'BLAZED TREE, AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.
 KV1604
 KV1604                          STATION RECOVERY (1995)
 KV1604
 KV1604'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1604'THE STATION WAS NOT RECOVERED AT THIS TIME.  STATE HIGHWAY 543 IS NOW
 KV1604'KNOWN AS COUNTY ROAD 519.
 KV1604
 KV1604                          STATION RECOVERY (1995)
 KV1604
 KV1604'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1333 ***********************************************************************
 KV1333  DESIGNATION -  K 24
 KV1333  PID         -  KV1333
 KV1333  STATE/COUNTY-  NJ/MORRIS
 KV1333  USGS QUAD   -  CHESTER (1981)
 KV1333
 KV1333                         *CURRENT SURVEY CONTROL
 KV1333  ___________________________________________________________________
 KV1333* NAD 83(1986)-  40 48 53.     (N)    074 43 41.     (W)     SCALED    
 KV1333* NAVD 88     -       181.222  (meters)     594.56   (feet)  ADJUSTED  
 KV1333  ___________________________________________________________________
 KV1333  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KV1333  DYNAMIC HT  -         181.139 (meters)     594.29  (feet)  COMP
 KV1333  MODELED GRAV-     980,160.9   (mgal)                       NAVD 88
 KV1333
 KV1333  VERT ORDER  -  SECOND    CLASS 0
 KV1333
 KV1333.The horizontal coordinates were scaled from a topographic map and have
 KV1333.an estimated accuracy of +/- 6 seconds.
 KV1333
 KV1333.The orthometric height was determined by differential leveling
 KV1333.and adjusted by the National Geodetic Survey in June 1991..
 KV1333
 KV1333.The geoid height was determined by GEOID03.
 KV1333
 KV1333.The dynamic height is computed by dividing the NAVD 88
 KV1333.geopotential number by the normal gravity value computed on the
 KV1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1333.degrees latitude (g = 980.6199 gals.).
 KV1333
 KV1333.The modeled gravity was interpolated from observed gravity values.
 KV1333
 KV1333;                    North         East    Units  Estimated Accuracy
 KV1333;SPC NJ       -   220,000.      130,760.      MT  (+/- 180 meters Scaled)
 KV1333
 KV1333                          SUPERSEDED SURVEY CONTROL
 KV1333
 KV1333  NGVD 29 (??/??/??)  181.448  (m)          595.30   (f) ADJUSTED    2 0
 KV1333
 KV1333.Superseded values are not recommended for survey control.
 KV1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1333.See file dsdata.txt to determine how the superseded data were derived.
 KV1333
 KV1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL229182(NAD 83)
 KV1333_MARKER: DB = BENCH MARK DISK
 KV1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1333_STAMPING: K 24 1942
 KV1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1333+STABILITY: SURFACE MOTION
 KV1333
 KV1333  HISTORY     - Date     Condition        Report By
 KV1333  HISTORY     - 1942     MONUMENTED       CGS
 KV1333  HISTORY     - 1954     MARK NOT FOUND   USGS
 KV1333
 KV1333                          STATION DESCRIPTION
 KV1333
 KV1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1333'3.4 MI E FROM LONG VALLEY.
 KV1333'3.4 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 KV1333'FROM THE CROSSING AT LONG VALLEY, MORRIS COUNTY, 57.9 FEET
 KV1333'SOUTHEAST OF MILEPOST 15, 60.1 FEET SOUTHEAST OF THE CENTERLINE
 KV1333'OF THE TRACK, IN LINE WITH A ROW OF POLES, 2.5 FEET NORTHEAST OF
 KV1333'A POLE, AND ABOUT 5 FEET LOWER THAN THE TRACK.
 KV1333
 KV1333                          STATION RECOVERY (1954)
 KV1333
 KV1333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KV1333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1288 ***********************************************************************
 KV1288  DESIGNATION -  K 25
 KV1288  PID         -  KV1288
 KV1288  STATE/COUNTY-  NJ/MORRIS
 KV1288  USGS QUAD   -  HACKETTSTOWN (1976)
 KV1288
 KV1288                         *CURRENT SURVEY CONTROL
 KV1288  ___________________________________________________________________
 KV1288* NAD 83(1986)-  40 48 17.     (N)    074 50 20.     (W)     SCALED    
 KV1288* NAVD 88     -       205.051  (meters)     672.74   (feet)  ADJUSTED  
 KV1288  ___________________________________________________________________
 KV1288  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KV1288  DYNAMIC HT  -         204.956 (meters)     672.43  (feet)  COMP
 KV1288  MODELED GRAV-     980,156.4   (mgal)                       NAVD 88
 KV1288
 KV1288  VERT ORDER  -  SECOND    CLASS 0
 KV1288
 KV1288.The horizontal coordinates were scaled from a topographic map and have
 KV1288.an estimated accuracy of +/- 6 seconds.
 KV1288
 KV1288.The orthometric height was determined by differential leveling
 KV1288.and adjusted by the National Geodetic Survey in June 1991..
 KV1288
 KV1288.The geoid height was determined by GEOID03.
 KV1288
 KV1288.The dynamic height is computed by dividing the NAVD 88
 KV1288.geopotential number by the normal gravity value computed on the
 KV1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1288.degrees latitude (g = 980.6199 gals.).
 KV1288
 KV1288.The modeled gravity was interpolated from observed gravity values.
 KV1288
 KV1288;                    North         East    Units  Estimated Accuracy
 KV1288;SPC NJ       -   218,920.      121,410.      MT  (+/- 180 meters Scaled)
 KV1288
 KV1288                          SUPERSEDED SURVEY CONTROL
 KV1288
 KV1288  NGVD 29 (??/??/??)  205.274  (m)          673.47   (f) ADJUSTED    2 0
 KV1288
 KV1288.Superseded values are not recommended for survey control.
 KV1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1288.See file dsdata.txt to determine how the superseded data were derived.
 KV1288
 KV1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL135170(NAD 83)
 KV1288_MARKER: DB = BENCH MARK DISK
 KV1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1288_STAMPING: K 25 1942
 KV1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1288+STABILITY: SURFACE MOTION
 KV1288
 KV1288  HISTORY     - Date     Condition        Report By
 KV1288  HISTORY     - 1942     MONUMENTED       CGS
 KV1288  HISTORY     - 19950317 MARK NOT FOUND   NJGS
 KV1288
 KV1288                          STATION DESCRIPTION
 KV1288
 KV1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1288'0.6 MI SE FROM BEATTYSTOWN.
 KV1288'IN MORRIS COUNTY, 0.6 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE
 KV1288'CONCRETE BRIDGE OVER MUSCONETCONG RIVER AT BEATTYSTOWN, WARREN
 KV1288'COUNTY, 24.8 FEET SOUTH OF A 30-INCH OAK TREE, 21.8 FEET EAST OF
 KV1288'THE CENTERLINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 KV1288
 KV1288                          STATION RECOVERY (1995)
 KV1288
 KV1288'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1288'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV1288'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1175 ***********************************************************************
 KV1175  DESIGNATION -  K 26
 KV1175  PID         -  KV1175
 KV1175  STATE/COUNTY-  NJ/SOMERSET
 KV1175  USGS QUAD   -  BOUND BROOK (1995)
 KV1175
 KV1175                         *CURRENT SURVEY CONTROL
 KV1175  ___________________________________________________________________
 KV1175* NAD 83(1986)-  40 33 33.     (N)    074 33 52.     (W)     SCALED    
 KV1175* NAVD 88     -        16.669  (meters)      54.69   (feet)  ADJUSTED  
 KV1175  ___________________________________________________________________
 KV1175  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KV1175  DYNAMIC HT  -          16.662 (meters)      54.67  (feet)  COMP
 KV1175  MODELED GRAV-     980,176.8   (mgal)                       NAVD 88
 KV1175
 KV1175  VERT ORDER  -  FIRST     CLASS II
 KV1175
 KV1175.The horizontal coordinates were scaled from a topographic map and have
 KV1175.an estimated accuracy of +/- 6 seconds.
 KV1175
 KV1175.The orthometric height was determined by differential leveling
 KV1175.and adjusted by the National Geodetic Survey in June 1991..
 KV1175
 KV1175.The geoid height was determined by GEOID03.
 KV1175
 KV1175.The dynamic height is computed by dividing the NAVD 88
 KV1175.geopotential number by the normal gravity value computed on the
 KV1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1175.degrees latitude (g = 980.6199 gals.).
 KV1175
 KV1175.The modeled gravity was interpolated from observed gravity values.
 KV1175
 KV1175;                    North         East    Units  Estimated Accuracy
 KV1175;SPC NJ       -   191,600.      144,540.      MT  (+/- 180 meters Scaled)
 KV1175
 KV1175                          SUPERSEDED SURVEY CONTROL
 KV1175
 KV1175  NGVD 29 (??/??/??)   16.950  (m)           55.61   (f) ADJUSTED    1 2
 KV1175
 KV1175.Superseded values are not recommended for survey control.
 KV1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1175.See file dsdata.txt to determine how the superseded data were derived.
 KV1175
 KV1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK368899(NAD 83)
 KV1175_MARKER: DB = BENCH MARK DISK
 KV1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1175_STAMPING: K 26 1942
 KV1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1175+STABILITY: SURFACE MOTION
 KV1175
 KV1175  HISTORY     - Date     Condition        Report By
 KV1175  HISTORY     - 1942     MONUMENTED       CGS
 KV1175  HISTORY     - 1955     MARK NOT FOUND   USGS
 KV1175
 KV1175                          STATION DESCRIPTION
 KV1175
 KV1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1175'1.9 MI W FROM BOUND BROOK.
 KV1175'1.9 MILES WEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE
 KV1175'STATION AT BOUND BROOK, SOMERSET COUNTY, 9 RAILS WEST OF MILEPOST
 KV1175'32, 4 RAILS EAST OF SIGNAL 321.  82 FEET NORTHEAST OF THE CENTER
 KV1175'OF A DIRT-ROAD CROSSING, 17.5 FEET NORTH OF THE NORTH RAIL, 3
 KV1175'FEET WEST OF A POLE, AND IN LINE WITH THE ROW OF POLES.
 KV1175
 KV1175                          STATION RECOVERY (1955)
 KV1175
 KV1175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KV1175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1776 ***********************************************************************
 KV1776  DESIGNATION -  K 27
 KV1776  PID         -  KV1776
 KV1776  STATE/COUNTY-  NJ/HUNTERDON
 KV1776  USGS QUAD   -  FRENCHTOWN (1997)
 KV1776
 KV1776                         *CURRENT SURVEY CONTROL
 KV1776  ___________________________________________________________________
 KV1776* NAD 83(1986)-  40 31 51.     (N)    075 00 24.     (W)     SCALED    
 KV1776* NAVD 88     -       135.151  (meters)     443.41   (feet)  ADJUSTED  
 KV1776  ___________________________________________________________________
 KV1776  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KV1776  DYNAMIC HT  -         135.085 (meters)     443.19  (feet)  COMP
 KV1776  MODELED GRAV-     980,134.3   (mgal)                       NAVD 88
 KV1776
 KV1776  VERT ORDER  -  SECOND    CLASS 0
 KV1776
 KV1776.The horizontal coordinates were scaled from a topographic map and have
 KV1776.an estimated accuracy of +/- 6 seconds.
 KV1776
 KV1776.The orthometric height was determined by differential leveling
 KV1776.and adjusted by the National Geodetic Survey in June 1991..
 KV1776
 KV1776.The geoid height was determined by GEOID03.
 KV1776
 KV1776.The dynamic height is computed by dividing the NAVD 88
 KV1776.geopotential number by the normal gravity value computed on the
 KV1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1776.degrees latitude (g = 980.6199 gals.).
 KV1776
 KV1776.The modeled gravity was interpolated from observed gravity values.
 KV1776
 KV1776;                    North         East    Units  Estimated Accuracy
 KV1776;SPC NJ       -   188,580.      107,080.      MT  (+/- 180 meters Scaled)
 KV1776
 KV1776                          SUPERSEDED SURVEY CONTROL
 KV1776
 KV1776  NGVD 29 (??/??/??)  135.405  (m)          444.24   (f) ADJUSTED    2 0
 KV1776
 KV1776.Superseded values are not recommended for survey control.
 KV1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1776.See file dsdata.txt to determine how the superseded data were derived.
 KV1776
 KV1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK994866(NAD 83)
 KV1776_MARKER: DB = BENCH MARK DISK
 KV1776_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1776_SP_SET: BRIDGE WALL
 KV1776_STAMPING: K 27 1942
 KV1776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1776
 KV1776  HISTORY     - Date     Condition        Report By
 KV1776  HISTORY     - 1942     MONUMENTED       CGS
 KV1776  HISTORY     - 19950321 MARK NOT FOUND   NJGS
 KV1776  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 KV1776
 KV1776                          STATION DESCRIPTION
 KV1776
 KV1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1776'0.5 MI N FROM BAPTISTOWN.
 KV1776'0.5 MILE NORTH ALONG A TAR AND DIRT ROAD FROM THE INTERSECTION OF
 KV1776'STATE HIGHWAY 12 AT BAPTISTOWN, HUNTERDON COUNTY, AT A CONCRETE
 KV1776'BRIDGE, IN THE TOP OF THE SOUTH END OF THE WEST WALL, 15 FEET WEST
 KV1776'OF THE CENTERLINE OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN THE
 KV1776'ROAD.
 KV1776
 KV1776                          STATION RECOVERY (1995)
 KV1776
 KV1776'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1776'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV1776'SEARCH BY A TWO MAN PARTY.  THE BRIDGE HAS BEEN REPLACED SINCE THE
 KV1776'LAST RECOVERY.  THE STATION IS CONSIDERED LOST.
 KV1776
 KV1776                          STATION RECOVERY (1995)
 KV1776
 KV1776'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1507 ***********************************************************************
 KV1507  DESIGNATION -  K 28
 KV1507  PID         -  KV1507
 KV1507  STATE/COUNTY-  NJ/HUNTERDON
 KV1507  USGS QUAD   -  HIGH BRIDGE (1970)
 KV1507
 KV1507                         *CURRENT SURVEY CONTROL
 KV1507  ___________________________________________________________________
 KV1507* NAD 83(1986)-  40 41 39.     (N)    074 59 34.     (W)     SCALED    
 KV1507* NAVD 88     -       138.657  (meters)     454.91   (feet)  ADJUSTED  
 KV1507  ___________________________________________________________________
 KV1507  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KV1507  DYNAMIC HT  -         138.592 (meters)     454.70  (feet)  COMP
 KV1507  MODELED GRAV-     980,149.9   (mgal)                       NAVD 88
 KV1507
 KV1507  VERT ORDER  -  FIRST     CLASS II
 KV1507
 KV1507.The horizontal coordinates were scaled from a topographic map and have
 KV1507.an estimated accuracy of +/- 6 seconds.
 KV1507
 KV1507.The orthometric height was determined by differential leveling
 KV1507.and adjusted by the National Geodetic Survey in June 1991..
 KV1507
 KV1507.The geoid height was determined by GEOID03.
 KV1507
 KV1507.The dynamic height is computed by dividing the NAVD 88
 KV1507.geopotential number by the normal gravity value computed on the
 KV1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1507.degrees latitude (g = 980.6199 gals.).
 KV1507
 KV1507.The modeled gravity was interpolated from observed gravity values.
 KV1507
 KV1507;                    North         East    Units  Estimated Accuracy
 KV1507;SPC NJ       -   206,710.      108,350.      MT  (+/- 180 meters Scaled)
 KV1507
 KV1507                          SUPERSEDED SURVEY CONTROL
 KV1507
 KV1507  NGVD 29 (??/??/??)  138.887  (m)          455.67   (f) ADJUSTED    1 2
 KV1507
 KV1507.Superseded values are not recommended for survey control.
 KV1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1507.See file dsdata.txt to determine how the superseded data were derived.
 KV1507
 KV1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL006048(NAD 83)
 KV1507_MARKER: DB = BENCH MARK DISK
 KV1507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1507_SP_SET: BRIDGE
 KV1507_STAMPING: K 28 1942
 KV1507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1507
 KV1507  HISTORY     - Date     Condition        Report By
 KV1507  HISTORY     - 1942     MONUMENTED       CGS
 KV1507
 KV1507                          STATION DESCRIPTION
 KV1507
 KV1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1507'1 MI NE FROM ASBURY.
 KV1507'1 MILE NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE
 KV1507'STATION AT LUDLOW, HUNTERDON COUNTY, NEAR ASBURY, 346 FEET
 KV1507'SOUTHWEST OF MILEPOST 59, IN THE TOP OF THE BACK WALL OF BRIDGE
 KV1507'59.06, IN THE NORTHEAST END OF THE NORTHWEST WALL, NEAR AUTOMATIC
 KV1507'SIGNAL 592, AND ABOUT 4 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1382 ***********************************************************************
 KV1382  DESIGNATION -  K 29
 KV1382  PID         -  KV1382
 KV1382  STATE/COUNTY-  NJ/HUNTERDON
 KV1382  USGS QUAD   -  FLEMINGTON (1977)
 KV1382
 KV1382                         *CURRENT SURVEY CONTROL
 KV1382  ___________________________________________________________________
 KV1382* NAD 83(1986)-  40 34 11.     (N)    074 48 50.     (W)     SCALED    
 KV1382* NAVD 88     -        56.725  (meters)     186.11   (feet)  ADJUSTED  
 KV1382  ___________________________________________________________________
 KV1382  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KV1382  DYNAMIC HT  -          56.700 (meters)     186.02  (feet)  COMP
 KV1382  MODELED GRAV-     980,168.7   (mgal)                       NAVD 88
 KV1382
 KV1382  VERT ORDER  -  SECOND    CLASS 0
 KV1382
 KV1382.The horizontal coordinates were scaled from a topographic map and have
 KV1382.an estimated accuracy of +/- 6 seconds.
 KV1382
 KV1382.The orthometric height was determined by differential leveling
 KV1382.and adjusted by the National Geodetic Survey in June 1991..
 KV1382
 KV1382.The geoid height was determined by GEOID03.
 KV1382
 KV1382.The dynamic height is computed by dividing the NAVD 88
 KV1382.geopotential number by the normal gravity value computed on the
 KV1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1382.degrees latitude (g = 980.6199 gals.).
 KV1382
 KV1382.The modeled gravity was interpolated from observed gravity values.
 KV1382
 KV1382;                    North         East    Units  Estimated Accuracy
 KV1382;SPC NJ       -   192,820.      123,420.      MT  (+/- 180 meters Scaled)
 KV1382
 KV1382                          SUPERSEDED SURVEY CONTROL
 KV1382
 KV1382  NGVD 29 (??/??/??)   56.974  (m)          186.92   (f) ADJUSTED    2 0
 KV1382
 KV1382.Superseded values are not recommended for survey control.
 KV1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1382.See file dsdata.txt to determine how the superseded data were derived.
 KV1382
 KV1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK157910(NAD 83)
 KV1382_MARKER: DB = BENCH MARK DISK
 KV1382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1382_SP_SET: BRIDGE WALL
 KV1382_STAMPING: K 29 1942
 KV1382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1382
 KV1382  HISTORY     - Date     Condition        Report By
 KV1382  HISTORY     - 1942     MONUMENTED       CGS
 KV1382  HISTORY     - 1973     GOOD             AEC
 KV1382  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 KV1382
 KV1382                          STATION DESCRIPTION
 KV1382
 KV1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1382'4.1 MI SW FROM WHITE HOUSE STATION.
 KV1382'4.1 MILES SOUTHWEST ALONG A TAR ROAD FROM THE LEHIGH VALLEY
 KV1382'RAILROAD STATION AT WHITE HOUSE STATION, HUNTERDON COUNTY, AT A
 KV1382'CONCRETE BRIDGE OVER A STREAM NEAR A ROAD INTERSECTION, IN THE
 KV1382'TOP OF THE SOUTHWEST WING WALL, AND ABOUT LEVEL WITH THE ROAD.
 KV1382
 KV1382                          STATION RECOVERY (1973)
 KV1382
 KV1382'RECOVERY NOTE BY ATOMIC ENERGY COMMISSION (NOW ERDA) 1973
 KV1382'RECOVERED IN GOOD CONDITION.
 KV1382
 KV1382                          STATION RECOVERY (2005)
 KV1382
 KV1382'RECOVERY NOTE BY US POWER SQUADRON 2005 (JC)
 KV1382'THIS MARKER IS PRESUMED DESTROYED.  LOCAL RESIDENTS INDICATE THAT THE
 KV1382' 
 KV1382'ENTIRE INTERSECTION, ALL BRIDGES, HEADWALLS AND SIDEWALLS WERE
 KV1382'COMPLETELY REBUILT AND REGRADED CIRCA 2000-2001.  ALL CONCRETE
 KV1382'HEADWALLS AND SIDEWALLS APPEAR NEW.  ALL WERE INSPECTED AND NO MARKERS
 KV1382'WERE FOUND ON ANY OF THE FOUR HEADWALLS AND ASSOCIATED SIDE WALLS ON
 KV1382'ALL SIDES OF THE INTERSECTING ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0773 ***********************************************************************
 LY0773  DESIGNATION -  K 30
 LY0773  PID         -  LY0773
 LY0773  STATE/COUNTY-  NJ/SUSSEX
 LY0773  USGS QUAD   -  NEWTON WEST (1994)
 LY0773
 LY0773                         *CURRENT SURVEY CONTROL
 LY0773  ___________________________________________________________________
 LY0773* NAD 83(1986)-  41 05 17.     (N)    074 49 37.     (W)     SCALED    
 LY0773* NAVD 88     -       161.943  (meters)     531.31   (feet)  ADJUSTED  
 LY0773  ___________________________________________________________________
 LY0773  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 LY0773  DYNAMIC HT  -         161.871 (meters)     531.07  (feet)  COMP
 LY0773  MODELED GRAV-     980,179.8   (mgal)                       NAVD 88
 LY0773
 LY0773  VERT ORDER  -  SECOND    CLASS 0
 LY0773
 LY0773.The horizontal coordinates were scaled from a topographic map and have
 LY0773.an estimated accuracy of +/- 6 seconds.
 LY0773
 LY0773.The orthometric height was determined by differential leveling
 LY0773.and adjusted by the National Geodetic Survey in June 1991..
 LY0773
 LY0773.The geoid height was determined by GEOID03.
 LY0773
 LY0773.The dynamic height is computed by dividing the NAVD 88
 LY0773.geopotential number by the normal gravity value computed on the
 LY0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0773.degrees latitude (g = 980.6199 gals.).
 LY0773
 LY0773.The modeled gravity was interpolated from observed gravity values.
 LY0773
 LY0773;                    North         East    Units  Estimated Accuracy
 LY0773;SPC NJ       -   250,380.      122,530.      MT  (+/- 180 meters Scaled)
 LY0773
 LY0773                          SUPERSEDED SURVEY CONTROL
 LY0773
 LY0773  NGVD 29 (??/??/92)  162.141  (m)          531.96   (f) ADJ UNCH    2 0
 LY0773
 LY0773.Superseded values are not recommended for survey control.
 LY0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0773.See file dsdata.txt to determine how the superseded data were derived.
 LY0773
 LY0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL145485(NAD 83)
 LY0773_MARKER: DB = BENCH MARK DISK
 LY0773_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0773_SP_SET: BRIDGE
 LY0773_STAMPING: K 30 1942
 LY0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0773
 LY0773  HISTORY     - Date     Condition        Report By
 LY0773  HISTORY     - 1942     MONUMENTED       CGS
 LY0773  HISTORY     - 1984     GOOD             NJGS
 LY0773  HISTORY     - 20060611 GOOD             GEOCAC
 LY0773
 LY0773                          STATION DESCRIPTION
 LY0773
 LY0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0773'AT SWARTSWOOD.
 LY0773'AT SWARTSWOOD, 0.1 MILE NORTHEAST OF THE POST OFFICE, AT A
 LY0773'CONCRETE BRIDGE.  A STANDARD DISK, SET IN THE TOP OF THE
 LY0773'SOUTHEAST END OF THE NORTHEAST ABUTMENT.
 LY0773
 LY0773                          STATION RECOVERY (1984)
 LY0773
 LY0773'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1984
 LY0773'RECOVERED IN GOOD CONDITION.
 LY0773
 LY0773                          STATION RECOVERY (2006)
 LY0773
 LY0773'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0773'IN STILLWATER TOWNSHIP, ON WEST SHORE DRIVE (CR 521) ON NORTH WEST END
 LY0773'OF NORTH EAST ABUTMENT OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0482 ***********************************************************************
 LY0482  DESIGNATION -  K 31
 LY0482  PID         -  LY0482
 LY0482  STATE/COUNTY-  NJ/PASSAIC
 LY0482  USGS QUAD   -  GREENWOOD LAKE (1954)
 LY0482
 LY0482                         *CURRENT SURVEY CONTROL
 LY0482  ___________________________________________________________________
 LY0482* NAD 83(1986)-  41 08 24.     (N)    074 19 22.     (W)     SCALED    
 LY0482* NAVD 88     -       141.369  (meters)     463.81   (feet)  ADJUSTED  
 LY0482  ___________________________________________________________________
 LY0482  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 LY0482  DYNAMIC HT  -         141.310 (meters)     463.61  (feet)  COMP
 LY0482  MODELED GRAV-     980,200.9   (mgal)                       NAVD 88
 LY0482
 LY0482  VERT ORDER  -  SECOND    CLASS 0
 LY0482
 LY0482.The horizontal coordinates were scaled from a topographic map and have
 LY0482.an estimated accuracy of +/- 6 seconds.
 LY0482
 LY0482.The orthometric height was determined by differential leveling
 LY0482.and adjusted by the National Geodetic Survey in June 1991..
 LY0482
 LY0482.The geoid height was determined by GEOID03.
 LY0482
 LY0482.The dynamic height is computed by dividing the NAVD 88
 LY0482.geopotential number by the normal gravity value computed on the
 LY0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0482.degrees latitude (g = 980.6199 gals.).
 LY0482
 LY0482.The modeled gravity was interpolated from observed gravity values.
 LY0482
 LY0482;                    North         East    Units  Estimated Accuracy
 LY0482;SPC NJ       -   256,110.      164,880.      MT  (+/- 180 meters Scaled)
 LY0482
 LY0482                          SUPERSEDED SURVEY CONTROL
 LY0482
 LY0482  NGVD 29 (??/??/92)  141.600  (m)          464.57   (f) ADJ UNCH    2 0
 LY0482
 LY0482.Superseded values are not recommended for survey control.
 LY0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0482.See file dsdata.txt to determine how the superseded data were derived.
 LY0482
 LY0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL568545(NAD 83)
 LY0482_MARKER: DB = BENCH MARK DISK
 LY0482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0482_SP_SET: BRIDGE
 LY0482_STAMPING: K 31 1942
 LY0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0482
 LY0482  HISTORY     - Date     Condition        Report By
 LY0482  HISTORY     - 1942     MONUMENTED       CGS
 LY0482  HISTORY     - 19950912 GOOD             USPSQD
 LY0482  HISTORY     - 20041204 POOR             GEOCAC
 LY0482
 LY0482                          STATION DESCRIPTION
 LY0482
 LY0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0482'2 MI SE FROM BROWNS.
 LY0482'2.0 MILES SOUTHEAST ALONG A SURFACED ROAD FROM THE POST OFFICE
 LY0482'AT BROWNS, PASSAIC COUNTY, 225 FEET EAST OF A 2-STORY FRAME
 LY0482'HOUSE, 40.5 FEET SOUTH OF POLE C-70, AT A CONCRETE BRIDGE, IN
 LY0482'THE EAST END OF THE SOUTHEAST RAILING, 15.5 FEET SOUTHEAST OF
 LY0482'THE CENTERLINE OF THE ROAD, AND ABOUT 2 FEET HIGHER THAN THE
 LY0482'ROAD.
 LY0482
 LY0482                          STATION RECOVERY (1995)
 LY0482
 LY0482'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY0482'RECOVERED IN GOOD CONDITION.
 LY0482
 LY0482                          STATION RECOVERY (2004)
 LY0482
 LY0482'RECOVERY NOTE BY GEOCACHING 2004 (JRI)
 LY0482'STATION IS COATED WITH A THICK LAYER OF PAINT.  THE RAILING IS CRACKED
 LY0482'AND SHOWS SIGNS OF SHIFTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0499 ***********************************************************************
 LY0499  DESIGNATION -  K 32
 LY0499  PID         -  LY0499
 LY0499  STATE/COUNTY-  NJ/SUSSEX
 LY0499  USGS QUAD   -  WAWAYANDA (1994)
 LY0499
 LY0499                         *CURRENT SURVEY CONTROL
 LY0499  ___________________________________________________________________
 LY0499* NAD 83(1986)-  41 14 37.     (N)    074 28 47.     (W)     SCALED    
 LY0499* NAVD 88     -       135.483  (meters)     444.50   (feet)  ADJUSTED  
 LY0499  ___________________________________________________________________
 LY0499  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 LY0499  DYNAMIC HT  -         135.427 (meters)     444.31  (feet)  COMP
 LY0499  MODELED GRAV-     980,213.8   (mgal)                       NAVD 88
 LY0499
 LY0499  VERT ORDER  -  SECOND    CLASS 0
 LY0499
 LY0499.The horizontal coordinates were scaled from a topographic map and have
 LY0499.an estimated accuracy of +/- 6 seconds.
 LY0499
 LY0499.The orthometric height was determined by differential leveling
 LY0499.and adjusted by the National Geodetic Survey in June 1991..
 LY0499
 LY0499.The geoid height was determined by GEOID03.
 LY0499
 LY0499.The dynamic height is computed by dividing the NAVD 88
 LY0499.geopotential number by the normal gravity value computed on the
 LY0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0499.degrees latitude (g = 980.6199 gals.).
 LY0499
 LY0499.The modeled gravity was interpolated from observed gravity values.
 LY0499
 LY0499;                    North         East    Units  Estimated Accuracy
 LY0499;SPC NJ       -   267,600.      151,700.      MT  (+/- 180 meters Scaled)
 LY0499
 LY0499                          SUPERSEDED SURVEY CONTROL
 LY0499
 LY0499  NGVD 29 (??/??/92)  135.696  (m)          445.20   (f) ADJ UNCH    2 0
 LY0499
 LY0499.Superseded values are not recommended for survey control.
 LY0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0499.See file dsdata.txt to determine how the superseded data were derived.
 LY0499
 LY0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL435659(NAD 83)
 LY0499_MARKER: DB = BENCH MARK DISK
 LY0499_SETTING: 80 = SET IN A BOULDER
 LY0499_SP_SET: BOULDER
 LY0499_STAMPING: K 32 1942
 LY0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0499+STABILITY: SURFACE MOTION
 LY0499
 LY0499  HISTORY     - Date     Condition        Report By
 LY0499  HISTORY     - 1942     MONUMENTED       CGS
 LY0499  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LY0499
 LY0499                          STATION DESCRIPTION
 LY0499
 LY0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0499'3.7 MI NW FROM VERNON.
 LY0499'3.7 MILES NORTHWEST ALONG A SURFACED ROAD FROM THE POST OFFICE
 LY0499'AT VERNON, SUSSEX COUNTY, 145 FEET SOUTHWEST OF THE GATEPOST
 LY0499'OF A CEMETERY, 200 FEET NORTH OF A LARGE CEMENT BLOCK HOUSE,
 LY0499'56 FEET SOUTH OF POLE 93-51, 20 FEET WEST OF THE CENTERLINE OF
 LY0499'THE ROAD, IN THE TOP OF A LARGE BOULDER PAINTED BM, AND ABOUT
 LY0499'4 FEET HIGHER THAN THE ROAD.
 LY0499
 LY0499                          STATION RECOVERY (1984)
 LY0499
 LY0499'RECOVERY NOTE BY US POWER SQUADRON 1984
 LY0499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0816 ***********************************************************************
 LY0816  DESIGNATION -  K 34
 LY0816  PID         -  LY0816
 LY0816  STATE/COUNTY-  NJ/SUSSEX
 LY0816  USGS QUAD   -  PORT JERVIS SOUTH (1983)
 LY0816
 LY0816                         *CURRENT SURVEY CONTROL
 LY0816  ___________________________________________________________________
 LY0816* NAD 83(1986)-  41 15 13.     (N)    074 40 20.     (W)     SCALED    
 LY0816* NAVD 88     -       270.331  (meters)     886.91   (feet)  ADJUSTED  
 LY0816  ___________________________________________________________________
 LY0816  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 LY0816  DYNAMIC HT  -         270.214 (meters)     886.53  (feet)  COMP
 LY0816  MODELED GRAV-     980,184.4   (mgal)                       NAVD 88
 LY0816
 LY0816  VERT ORDER  -  SECOND    CLASS 0
 LY0816
 LY0816.The horizontal coordinates were scaled from a topographic map and have
 LY0816.an estimated accuracy of +/- 6 seconds.
 LY0816
 LY0816.The orthometric height was determined by differential leveling
 LY0816.and adjusted by the National Geodetic Survey in June 1991..
 LY0816
 LY0816.The geoid height was determined by GEOID03.
 LY0816
 LY0816.The dynamic height is computed by dividing the NAVD 88
 LY0816.geopotential number by the normal gravity value computed on the
 LY0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0816.degrees latitude (g = 980.6199 gals.).
 LY0816
 LY0816.The modeled gravity was interpolated from observed gravity values.
 LY0816
 LY0816;                    North         East    Units  Estimated Accuracy
 LY0816;SPC NJ       -   268,720.      135,570.      MT  (+/- 180 meters Scaled)
 LY0816
 LY0816                          SUPERSEDED SURVEY CONTROL
 LY0816
 LY0816  NGVD 29 (??/??/92)  270.512  (m)          887.50   (f) ADJ UNCH    2 0
 LY0816
 LY0816.Superseded values are not recommended for survey control.
 LY0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0816.See file dsdata.txt to determine how the superseded data were derived.
 LY0816
 LY0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL274669(NAD 83)
 LY0816_MARKER: DB = BENCH MARK DISK
 LY0816_SETTING: 80 = SET IN A BOULDER
 LY0816_SP_SET: BOULDER
 LY0816_STAMPING: K 34 1942
 LY0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0816+STABILITY: SURFACE MOTION
 LY0816
 LY0816  HISTORY     - Date     Condition        Report By
 LY0816  HISTORY     - 1942     MONUMENTED       CGS
 LY0816  HISTORY     - 1981     GOOD             NGS
 LY0816
 LY0816                          STATION DESCRIPTION
 LY0816
 LY0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0816'2.3 MI SW FROM COLESVILLE.
 LY0816'2.3 MILES SOUTHWEST ALONG THE COLESVILLE TO BEEMERVILLE GRAVEL
 LY0816'ROAD FROM THE POST OFFICE AT COLESVILLE, AT THE MAPLE GROVE
 LY0816'FARM, DIRECTLY ACROSS THE ROAD FROM A SMALL WHITE FARMHOUSE,
 LY0816'124 FEET EAST OF THE CENTER LINE OF THE ROAD, 85 FEET NORTH
 LY0816'OF AN EAST-WEST FENCE, IN A PASTURE, AND 3 FEET EAST OF A
 LY0816'4-INCH TREE.  A STANDARD DISK, SET IN THE TOP OF A LARGE
 LY0816'OUTCROPPING BOULDER.
 LY0816
 LY0816                          STATION RECOVERY (1981)
 LY0816
 LY0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LY0816'IT IS 136.6 FEET SOUTHWEST OF A WELL, 159 FEET SOUTHWEST OF THE
 LY0816'NORTHWEST CORNER OF A DWELLING, 119.7 FEET WEST OF THE SOUTHWEST
 LY0816'CORNER OF A DWELLING, 132 FEET NORTHWEST OF A POWERLINE POLE, 115
 LY0816'FEET EAST OF THE CENTER OF FILE ROAD AND ON PROPERTY OF ALBERT VEALEY
 LY0816'WHICH IS ON LOT 3 G, BLOCK 1 SS OF THE BUILDING PROJECT IN THE AREA
 LY0816'OF COLESVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0808 ***********************************************************************
 LY0808  DESIGNATION -  K 35
 LY0808  PID         -  LY0808
 LY0808  STATE/COUNTY-  NJ/SUSSEX
 LY0808  USGS QUAD   -  NEWTON EAST (1971)
 LY0808
 LY0808                         *CURRENT SURVEY CONTROL
 LY0808  ___________________________________________________________________
 LY0808* NAD 83(1986)-  41 07 26.     (N)    074 43 08.     (W)     SCALED    
 LY0808* NAVD 88     -       156.854  (meters)     514.61   (feet)  ADJUSTED  
 LY0808  ___________________________________________________________________
 LY0808  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 LY0808  DYNAMIC HT  -         156.787 (meters)     514.39  (feet)  COMP
 LY0808  MODELED GRAV-     980,193.5   (mgal)                       NAVD 88
 LY0808
 LY0808  VERT ORDER  -  SECOND    CLASS 0
 LY0808
 LY0808.The horizontal coordinates were scaled from a topographic map and have
 LY0808.an estimated accuracy of +/- 6 seconds.
 LY0808
 LY0808.The orthometric height was determined by differential leveling
 LY0808.and adjusted by the National Geodetic Survey in June 1991..
 LY0808
 LY0808.The geoid height was determined by GEOID03.
 LY0808
 LY0808.The dynamic height is computed by dividing the NAVD 88
 LY0808.geopotential number by the normal gravity value computed on the
 LY0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0808.degrees latitude (g = 980.6199 gals.).
 LY0808
 LY0808.The modeled gravity was interpolated from observed gravity values.
 LY0808
 LY0808;                    North         East    Units  Estimated Accuracy
 LY0808;SPC NJ       -   254,330.      131,620.      MT  (+/- 180 meters Scaled)
 LY0808
 LY0808                          SUPERSEDED SURVEY CONTROL
 LY0808
 LY0808  NGVD 29 (??/??/92)  157.052  (m)          515.26   (f) ADJ UNCH    2 0
 LY0808
 LY0808.Superseded values are not recommended for survey control.
 LY0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0808.See file dsdata.txt to determine how the superseded data were derived.
 LY0808
 LY0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL235525(NAD 83)
 LY0808_MARKER: DB = BENCH MARK DISK
 LY0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0808_STAMPING: K 35 1942
 LY0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0808+STABILITY: SURFACE MOTION
 LY0808
 LY0808  HISTORY     - Date     Condition        Report By
 LY0808  HISTORY     - 1942     MONUMENTED       CGS
 LY0808
 LY0808                          STATION DESCRIPTION
 LY0808
 LY0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0808'0.6 MI SE FROM AUGUSTA.
 LY0808'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY NO. S 31 FROM THE POST
 LY0808'OFFICE AT AUGUSTA, AT THE IDEAL FARMS DAIRY, ABOUT 250 FEET
 LY0808'WEST OF THE ADMINISTRATION BUILDING, 39 FEET SOUTHWEST OF THE
 LY0808'CENTER LINE OF THE HIGHWAY, 38 FEET NORTH OF THE NORTH CORNER
 LY0808'OF A DAIRY BARN, 1.2 FEET NORTHWEST OF A PASTURE FENCE, AND 1.3
 LY0808'FEET NORTHEAST OF A STANDARD REFERENCE POST.  A STANDARD DISK,
 LY0808'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0731 ***********************************************************************
 KV0731  DESIGNATION -  K 36
 KV0731  PID         -  KV0731
 KV0731  STATE/COUNTY-  NJ/MONMOUTH
 KV0731  USGS QUAD   -  SANDY HOOK (1981)
 KV0731
 KV0731                         *CURRENT SURVEY CONTROL
 KV0731  ___________________________________________________________________
 KV0731* NAD 83(1986)-  40 25 53.     (N)    074 06 45.     (W)     SCALED    
 KV0731* NAVD 88     -         2.143  (meters)       7.03   (feet)  ADJUSTED  
 KV0731  ___________________________________________________________________
 KV0731  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV0731  DYNAMIC HT  -           2.142 (meters)       7.03  (feet)  COMP
 KV0731  MODELED GRAV-     980,219.6   (mgal)                       NAVD 88
 KV0731
 KV0731  VERT ORDER  -  FIRST     CLASS II
 KV0731
 KV0731.The horizontal coordinates were scaled from a topographic map and have
 KV0731.an estimated accuracy of +/- 6 seconds.
 KV0731
 KV0731.The orthometric height was determined by differential leveling
 KV0731.and adjusted by the National Geodetic Survey in June 1991..
 KV0731
 KV0731.The geoid height was determined by GEOID03.
 KV0731
 KV0731.The dynamic height is computed by dividing the NAVD 88
 KV0731.geopotential number by the normal gravity value computed on the
 KV0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0731.degrees latitude (g = 980.6199 gals.).
 KV0731
 KV0731.The modeled gravity was interpolated from observed gravity values.
 KV0731
 KV0731;                    North         East    Units  Estimated Accuracy
 KV0731;SPC NJ       -   177,480.      182,880.      MT  (+/- 180 meters Scaled)
 KV0731
 KV0731                          SUPERSEDED SURVEY CONTROL
 KV0731
 KV0731  NGVD 29 (04/16/92)    2.450  (m)            8.04   (f) ADJUSTED    1 2
 KV0731
 KV0731.Superseded values are not recommended for survey control.
 KV0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0731.See file dsdata.txt to determine how the superseded data were derived.
 KV0731
 KV0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK752760(NAD 83)
 KV0731_MARKER: DB = BENCH MARK DISK
 KV0731_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0731_SP_SET: BRIDGE WALL
 KV0731_STAMPING: K 36 1952
 KV0731_MARK LOGO: CGS   
 KV0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0731_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0731+SATELLITE: SATELLITE OBSERVATIONS - December 22, 1988
 KV0731
 KV0731  HISTORY     - Date     Condition        Report By
 KV0731  HISTORY     - 1952     MONUMENTED       CGS
 KV0731  HISTORY     - 1964     GOOD             CGS
 KV0731  HISTORY     - 1979     MARK NOT FOUND   NGS
 KV0731  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KV0731  HISTORY     - 19881222 SEE DESCRIPTION  NJGS
 KV0731
 KV0731                          STATION DESCRIPTION
 KV0731
 KV0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0731'0.5 MI NW FROM PORT MONMOUTH.
 KV0731'0.5 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE PORT MONMOUTH
 KV0731'PUBLIC SCHOOL AT THE NORTHWEST END OF BRIDGE OVER PEWS CREEK,
 KV0731'29.5 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 36,
 KV0731'19.0 FEET NORTHWEST OF THE SOUTHEAST CORNER OF BRIDGE OVER CREEK,
 KV0731'4.0 FEET EAST OF THE WEST END OF BRIDGE, ABOUT LEVEL WITH THE
 KV0731'HIGHWAY AND SET IN THE TOP OF NORTHWEST WING WALL (L-SHAPE).
 KV0731
 KV0731                          STATION RECOVERY (1979)
 KV0731
 KV0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0731'MARK NOT FOUND.
 KV0731
 KV0731                          STATION RECOVERY (1986)
 KV0731
 KV0731'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0731'MARK NOT FOUND.
 KV0731
 KV0731                          STATION RECOVERY (1988)
 KV0731
 KV0731'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV0731'THE MARK IS CONSIDERED DESTROYED. A NEW BRIDGE WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0222 ***********************************************************************
 KV0222  DESIGNATION -  K 37
 KV0222  PID         -  KV0222
 KV0222  STATE/COUNTY-  NJ/UNION
 KV0222  USGS QUAD   -  ARTHUR KILL (1981)
 KV0222
 KV0222                         *CURRENT SURVEY CONTROL
 KV0222  ___________________________________________________________________
 KV0222* NAD 83(1986)-  40 35 46.     (N)    074 12 24.     (W)     SCALED    
 KV0222* NAVD 88     -         1.573  (meters)       5.16   (feet)  ADJUSTED  
 KV0222  ___________________________________________________________________
 KV0222  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV0222  DYNAMIC HT  -           1.572 (meters)       5.16  (feet)  COMP
 KV0222  MODELED GRAV-     980,222.4   (mgal)                       NAVD 88
 KV0222
 KV0222  VERT ORDER  -  FIRST     CLASS II
 KV0222
 KV0222.The horizontal coordinates were scaled from a topographic map and have
 KV0222.an estimated accuracy of +/- 6 seconds.
 KV0222
 KV0222.The orthometric height was determined by differential leveling
 KV0222.and adjusted by the National Geodetic Survey in June 1991..
 KV0222
 KV0222.The geoid height was determined by GEOID03.
 KV0222
 KV0222.The dynamic height is computed by dividing the NAVD 88
 KV0222.geopotential number by the normal gravity value computed on the
 KV0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0222.degrees latitude (g = 980.6199 gals.).
 KV0222
 KV0222.The modeled gravity was interpolated from observed gravity values.
 KV0222
 KV0222;                    North         East    Units  Estimated Accuracy
 KV0222;SPC NJ       -   195,740.      174,830.      MT  (+/- 180 meters Scaled)
 KV0222
 KV0222                          SUPERSEDED SURVEY CONTROL
 KV0222
 KV0222  NGVD 29 (04/16/92)    1.896  (m)            6.22   (f) ADJUSTED    1 2
 KV0222
 KV0222.Superseded values are not recommended for survey control.
 KV0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0222.See file dsdata.txt to determine how the superseded data were derived.
 KV0222
 KV0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK671942(NAD 83)
 KV0222_MARKER: DB = BENCH MARK DISK
 KV0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0222_SP_SET: CONC SLAB
 KV0222_STAMPING: K 37 1952
 KV0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0222
 KV0222  HISTORY     - Date     Condition        Report By
 KV0222  HISTORY     - 1952     MONUMENTED       CGS
 KV0222
 KV0222                          STATION DESCRIPTION
 KV0222
 KV0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0222'1 MI N FROM CARTERET.
 KV0222'ABOUT 0.5 MILE NORTH ALONG LAFAYETTE STREET FROM THE JUNCTION
 KV0222'OF ROOSEVELT AVENUE AT CARTERET, THENCE ABOUT 0.5 MILE NORTH
 KV0222'ALONG THE SOUNG SHORE RAILROAD, ABOUT 23 YARDS NORTHWEST OF
 KV0222'NORTHWEST CORNER OF RAILROAD BRIDGE OVER RAILWAY RIVER, (RIVER
 KV0222'IS UNION-MIDDLESEX COUNTY LINE), ABOUT 50 YARDS SOUTHWEST AND
 KV0222'ACROSS TRACK FROM WATER TOWER AT AMERICAN CYANAMID COMPANY, SET
 KV0222'IN THE TOP OF THE NORTHEAST CORNER OF AN 8 BY 12-FOOT CONCRETE
 KV0222'SLAB, 30 FEET WEST OF WEST RAIL OF MAIN TRACK, AND ABOUT 1 FOOT
 KV0222'BELOW THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0213 ***********************************************************************
 KV0213  DESIGNATION -  K 38
 KV0213  PID         -  KV0213
 KV0213  STATE/COUNTY-  NJ/MIDDLESEX
 KV0213  USGS QUAD   -  PERTH AMBOY (1981)
 KV0213
 KV0213                         *CURRENT SURVEY CONTROL
 KV0213  ___________________________________________________________________
 KV0213* NAD 83(1986)-  40 35 45.     (N)    074 15 10.     (W)     SCALED    
 KV0213* NAVD 88     -         3.693  (meters)      12.12   (feet)  ADJUSTED  
 KV0213  ___________________________________________________________________
 KV0213  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KV0213  DYNAMIC HT  -           3.691 (meters)      12.11  (feet)  COMP
 KV0213  MODELED GRAV-     980,216.6   (mgal)                       NAVD 88
 KV0213
 KV0213  VERT ORDER  -  FIRST     CLASS II
 KV0213
 KV0213.The horizontal coordinates were scaled from a topographic map and have
 KV0213.an estimated accuracy of +/- 6 seconds.
 KV0213
 KV0213.The orthometric height was determined by differential leveling
 KV0213.and adjusted by the National Geodetic Survey in June 1991..
 KV0213
 KV0213.The geoid height was determined by GEOID03.
 KV0213
 KV0213.The dynamic height is computed by dividing the NAVD 88
 KV0213.geopotential number by the normal gravity value computed on the
 KV0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0213.degrees latitude (g = 980.6199 gals.).
 KV0213
 KV0213.The modeled gravity was interpolated from observed gravity values.
 KV0213
 KV0213;                    North         East    Units  Estimated Accuracy
 KV0213;SPC NJ       -   195,700.      170,930.      MT  (+/- 180 meters Scaled)
 KV0213
 KV0213                          SUPERSEDED SURVEY CONTROL
 KV0213
 KV0213  NGVD 29 (04/16/92)    4.014  (m)           13.17   (f) ADJUSTED    1 2
 KV0213
 KV0213.Superseded values are not recommended for survey control.
 KV0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0213.See file dsdata.txt to determine how the superseded data were derived.
 KV0213
 KV0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK632941(NAD 83)
 KV0213_MARKER: DB = BENCH MARK DISK
 KV0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0213_STAMPING: K 38 1952
 KV0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0213+STABILITY: SURFACE MOTION
 KV0213
 KV0213  HISTORY     - Date     Condition        Report By
 KV0213  HISTORY     - 1952     MONUMENTED       CGS
 KV0213  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV0213
 KV0213                          STATION DESCRIPTION
 KV0213
 KV0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0213'1.9 MI NW FROM CARTERET.
 KV0213'ABOUT 1.9 MILES NORTHWEST ALONG ROOSEVELT AVENUE FROM NATHAN
 KV0213'HALE SCHOOL AT CARTERET, ABOUT 0.2 MILE NORTHWEST OF JUNCTION
 KV0213'OF PAULINE STREET LEADING NORTH TO W.O.R. RADIO TOWERS, AT THE
 KV0213'JUNCTION OF A BLACK TOP ROAD LEADING SOUTH TO CARTERET SUB POST
 KV0213'OF RARITAN ARSENAL, 23 FEET NORTHEAST OF CENTER LINE OF
 KV0213'ROOSEVELT AVENUE, 5 FEET EAST OF EXTENDED CENTER LINE OF ROAD
 KV0213'SOUTH, 2 1/2 FEET NORTHEAST OF A POWER POLE WITH A STREET LIGHT,
 KV0213'70 FEET NORTHEAST AND ACROSS ROOSEVELT AVENUE FROM A FIRE
 KV0213'HYDRANT, ABOUT 1 FOOT ABOVE AVENUE AND SET IN THE TOP OF A
 KV0213'CONCRETE POST PROJECTING 4 INCHES.
 KV0213
 KV0213                          STATION RECOVERY (1989)
 KV0213
 KV0213'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0645 ***********************************************************************
 KV0645  DESIGNATION -  K 39
 KV0645  PID         -  KV0645
 KV0645  STATE/COUNTY-  NJ/MORRIS
 KV0645  USGS QUAD   -  MORRISTOWN (1981)
 KV0645
 KV0645                         *CURRENT SURVEY CONTROL
 KV0645  ___________________________________________________________________
 KV0645* NAD 83(1986)-  40 47 35.     (N)    074 26 05.     (W)     SCALED    
 KV0645* NAVD 88     -        88.598  (meters)     290.68   (feet)  ADJUSTED  
 KV0645  ___________________________________________________________________
 KV0645  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KV0645  DYNAMIC HT  -          88.560 (meters)     290.55  (feet)  COMP
 KV0645  MODELED GRAV-     980,190.2   (mgal)                       NAVD 88
 KV0645
 KV0645  VERT ORDER  -  SECOND    CLASS 0
 KV0645
 KV0645.The horizontal coordinates were scaled from a topographic map and have
 KV0645.an estimated accuracy of +/- 6 seconds.
 KV0645
 KV0645.The orthometric height was determined by differential leveling
 KV0645.and adjusted by the National Geodetic Survey in June 1991..
 KV0645
 KV0645.The geoid height was determined by GEOID03.
 KV0645
 KV0645.The dynamic height is computed by dividing the NAVD 88
 KV0645.geopotential number by the normal gravity value computed on the
 KV0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0645.degrees latitude (g = 980.6199 gals.).
 KV0645
 KV0645.The modeled gravity was interpolated from observed gravity values.
 KV0645
 KV0645;                    North         East    Units  Estimated Accuracy
 KV0645;SPC NJ       -   217,570.      155,510.      MT  (+/- 180 meters Scaled)
 KV0645
 KV0645                          SUPERSEDED SURVEY CONTROL
 KV0645
 KV0645  NGVD 29 (??/??/??)   88.880  (m)          291.60   (f) ADJUSTED    2 0
 KV0645
 KV0645.Superseded values are not recommended for survey control.
 KV0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0645.See file dsdata.txt to determine how the superseded data were derived.
 KV0645
 KV0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL476159(NAD 83)
 KV0645_MARKER: DB = BENCH MARK DISK
 KV0645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0645_SP_SET: STREET LAMP FOUNDATION
 KV0645_STAMPING: K 39 1960
 KV0645_MARK LOGO: CGS   
 KV0645_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0645+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1989
 KV0645
 KV0645  HISTORY     - Date     Condition        Report By
 KV0645  HISTORY     - 1960     MONUMENTED       CGS
 KV0645  HISTORY     - 1966     GOOD             CGS
 KV0645  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0645  HISTORY     - 19891006 SEE DESCRIPTION  NJGS
 KV0645  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 KV0645  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 KV0645
 KV0645                          STATION DESCRIPTION
 KV0645
 KV0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV0645'2.7 MI SW FROM WHIPPANY.
 KV0645'ABOUT 1.5 MILE WEST ALONG WHIPPANY AVENUE FROM THE FIRST NATIONAL
 KV0645'BANK OF WHIPPANY, THENCE 0.45 MILE SOUTH SOUTHWEST ON FORD
 KV0645'HILL ROAD, THENCE 0.75 MILE SOUTHEAST ON PARK AVENUE TO THE
 KV0645'JUNCTION OF PARK AVENUE AND COLUMBIA ROAD AND THE BENCH MARK,
 KV0645'SET IN TOP AND AT THE SOUTHWEST CORNER OF THE FOUNDATION FOR
 KV0645'THE STREET LAMP ON AN ISLAND IN THE FARMERS AND CONSUMERS
 KV0645'DAIRY CORNER OF THE INTERSECTION, 48 FEET SOUTHEAST OF THE
 KV0645'JUNCTION OF THE ROADS, 4 FEET SOUTH OF THE SOUTH CURB OF COLUMBIA
 KV0645'ROAD, 9 FEET EAST OF THE EAST CURB OF PARK AVENUE, 9 FEET
 KV0645'NORTHWEST OF THE CENTER OF THE AXCESS ROAD FROM PARK AVE. TO
 KV0645'COLUMBIA ROAD GOING EAST, 1 FOOT ABOVE COLUMBIA ROAD.  ALSO
 KV0645'2.6 MILE NORTH ALONG PARK AVENUE FROM THE JUNCTION OF PARK
 KV0645'AVENUE AND STATE HIGHWAY 24 IN MADISON.  NOTE-- BENCH MARK
 KV0645'IS LOCATED IN THE BASE OF A TRAFFIC SIGNAL AND THE CORNER IS
 KV0645'NOW OCCUPIED BY AN INSURANCE BUILDING.
 KV0645
 KV0645                          STATION RECOVERY (1966)
 KV0645
 KV0645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KV0645'RECOVERED IN GOOD CONDITION.
 KV0645
 KV0645                          STATION RECOVERY (1985)
 KV0645
 KV0645'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0645'MARK NOT FOUND.
 KV0645
 KV0645                          STATION RECOVERY (1989)
 KV0645
 KV0645'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV0645'THE MARK WAS NOT RECOVERED AT THIS TIME. THE INTERSECTION HAS BEEN
 KV0645'REVISED SINCE 1966.
 KV0645
 KV0645                          STATION RECOVERY (1991)
 KV0645
 KV0645'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWK)
 KV0645'MARK NOT FOUND.
 KV0645
 KV0645                          STATION RECOVERY (1995)
 KV0645
 KV0645'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0371 ***********************************************************************
 JU0371  DESIGNATION -  K 4
 JU0371  PID         -  JU0371
 JU0371  STATE/COUNTY-  NJ/CAPE MAY
 JU0371  USGS QUAD   -  OCEAN CITY (1994)
 JU0371
 JU0371                         *CURRENT SURVEY CONTROL
 JU0371  ___________________________________________________________________
 JU0371* NAD 83(1986)-  39 16 47.     (N)    074 34 31.     (W)     SCALED    
 JU0371* NAVD 88     -         1.594  (meters)       5.23   (feet)  ADJUSTED  
 JU0371  ___________________________________________________________________
 JU0371  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 JU0371  DYNAMIC HT  -           1.594 (meters)       5.23  (feet)  COMP
 JU0371  MODELED GRAV-     980,098.2   (mgal)                       NAVD 88
 JU0371  OBS GRAVITY -     980,097.4   (mgal)                       GRAV_OBS
 JU0371
 JU0371  VERT ORDER  -  FIRST     CLASS II
 JU0371
 JU0371.The horizontal coordinates were scaled from a topographic map and have
 JU0371.an estimated accuracy of +/- 6 seconds.
 JU0371
 JU0371.The orthometric height was determined by differential leveling
 JU0371.and adjusted by the National Geodetic Survey in March 2005..
 JU0371.WARNING-Repeat measurements at this control monument indicate possible
 JU0371.vertical movement.
 JU0371
 JU0371.The geoid height was determined by GEOID03.
 JU0371
 JU0371.The dynamic height is computed by dividing the NAVD 88
 JU0371.geopotential number by the normal gravity value computed on the
 JU0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0371.degrees latitude (g = 980.6199 gals.).
 JU0371
 JU0371.The modeled gravity was interpolated from observed gravity values.
 JU0371.The observed gravity was obtained from relative gravimeter ties
 JU0371.to the IGSN71 gravity network.
 JU0371
 JU0371;                    North         East    Units  Estimated Accuracy
 JU0371;SPC NJ       -    49,550.      143,510.      MT  (+/- 180 meters Scaled)
 JU0371
 JU0371                          SUPERSEDED SURVEY CONTROL
 JU0371
 JU0371  NAVD 88 (03/01/01)    1.591  (m)            5.22   (f) UNKNOWN     1 2
 JU0371  NAVD 88 (06/15/91)    1.602  (m)            5.26   (f) UNKNOWN     1 1
 JU0371  NGVD 29 (04/16/92)    1.993  (m)            6.54   (f) ADJUSTED    1 1
 JU0371
 JU0371.Superseded values are not recommended for survey control.
 JU0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0371.See file dsdata.txt to determine how the superseded data were derived.
 JU0371
 JU0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ366479(NAD 83)
 JU0371_MARKER: DB = BENCH MARK DISK
 JU0371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0371_SP_SET: BANK BUILDING
 JU0371_STAMPING: K 4 6.654 1924
 JU0371_MARK LOGO: CGS   
 JU0371_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0371+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2000
 JU0371
 JU0371  HISTORY     - Date     Condition        Report By
 JU0371  HISTORY     - 1924     MONUMENTED       CGS
 JU0371  HISTORY     - 1964     GOOD             CGS
 JU0371  HISTORY     - 1979     GOOD             NGS
 JU0371  HISTORY     - 1981     GOOD             USGS
 JU0371  HISTORY     - 19970502 GOOD             NJGS
 JU0371  HISTORY     - 20000802 GOOD             NJGS
 JU0371
 JU0371                          STATION DESCRIPTION
 JU0371
 JU0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0371'AT OCEAN CITY.
 JU0371'AT OCEAN CITY, NEAR THE INTERSECTION OF ASBURY AVENUE AND 8TH
 JU0371'STREET, SET VERTICALLY IN THE NORTHWEST FACE OF THE GRANITE COPING
 JU0371'AT THE NORTH CORNER OF THE ATLANTIC CITY ELECTRIC COMPANY
 JU0371'BUILDING, 110 FEET NORTHWEST OF THE NORTHWEST CURB OF ASBURY
 JU0371'AVENUE, 18.7 FEET SOUTHWEST OF THE SOUTHWEST CURB OF 8TH STREET,
 JU0371'4 FEET SOUTHWEST OF THE NORTH CORNER OF THE BUILDING AND ABOUT
 JU0371'1 FOOT ABOVE THE LEVEL OF THE STREET.  NOTE-- (FOOT OF 9TH STREET),
 JU0371'BACK THOROFARE.
 JU0371
 JU0371                          STATION RECOVERY (1979)
 JU0371
 JU0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0371'RECOVERED IN GOOD CONDITION.
 JU0371
 JU0371                          STATION RECOVERY (1981)
 JU0371
 JU0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 JU0371'RECOVERED IN GOOD CONDITION.
 JU0371
 JU0371                          STATION RECOVERY (1997)
 JU0371
 JU0371'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (JVS)
 JU0371'RECOVERED AS DESCRIBED.
 JU0371
 JU0371                          STATION RECOVERY (2000)
 JU0371
 JU0371'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (ECB)
 JU0371'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1618 ***********************************************************************
 KU1618  DESIGNATION -  K 40
 KU1618  PID         -  KU1618
 KU1618  STATE/COUNTY-  NJ/BERGEN
 KU1618  USGS QUAD   -  YONKERS (1979)
 KU1618
 KU1618                         *CURRENT SURVEY CONTROL
 KU1618  ___________________________________________________________________
 KU1618* NAD 83(1996)-  40 56 27.40174(N)    073 57 26.68224(W)     ADJUSTED  
 KU1618* NAVD 88     -        16.977  (meters)      55.70   (feet)  ADJUSTED  
 KU1618  ___________________________________________________________________
 KU1618  X           -   1,333,364.259 (meters)                     COMP
 KU1618  Y           -  -4,636,982.622 (meters)                     COMP
 KU1618  Z           -   4,157,461.892 (meters)                     COMP
 KU1618  LAPLACE CORR-           8.29  (seconds)                    DEFLEC99
 KU1618  ELLIP HEIGHT-         -14.51  (meters)          (10/23/02) GPS OBS
 KU1618  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 KU1618  DYNAMIC HT  -          16.971 (meters)      55.68  (feet)  COMP
 KU1618  MODELED GRAV-     980,256.8   (mgal)                       NAVD 88
 KU1618
 KU1618  HORZ ORDER  -  FIRST
 KU1618  VERT ORDER  -  SECOND    CLASS 0
 KU1618  ELLP ORDER  -  FOURTH    CLASS I
 KU1618
 KU1618.The horizontal coordinates were established by GPS observations
 KU1618.and adjusted by the National Geodetic Survey in May 1999..
 KU1618
 KU1618.The orthometric height was determined by differential leveling
 KU1618.and adjusted by the National Geodetic Survey in June 1991..
 KU1618
 KU1618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU1618
 KU1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU1618
 KU1618.The ellipsoidal height was determined by GPS observations
 KU1618.and is referenced to NAD 83.
 KU1618
 KU1618.The geoid height was determined by GEOID03.
 KU1618
 KU1618.The dynamic height is computed by dividing the NAVD 88
 KU1618.geopotential number by the normal gravity value computed on the
 KU1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1618.degrees latitude (g = 980.6199 gals.).
 KU1618
 KU1618.The modeled gravity was interpolated from observed gravity values.
 KU1618
 KU1618;                    North         East     Units Scale Factor Converg.
 KU1618;SPC NJ       -   234,131.715   195,687.014   MT  0.99992568   +0 21 20.0
 KU1618;SPC NJ       -   768,147.13    642,016.48   sFT  0.99992568   +0 21 20.0
 KU1618;SPC NY E     -   234,131.715   195,687.014   MT  0.99992568   +0 21 20.0
 KU1618;SPC NY E     -   768,147.13    642,016.48   sFT  0.99992568   +0 21 20.0
 KU1618;UTM  18      - 4,532,724.686   587,762.179   MT  0.99969480   +0 40 59.6
 KU1618
 KU1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU1618!SPC NJ       -   1.00000228  x   0.99992568  =   0.99992796
 KU1618!SPC NY E     -   1.00000228  x   0.99992568  =   0.99992796
 KU1618!UTM  18      -   1.00000228  x   0.99969480  =   0.99969708
 KU1618
 KU1618                          SUPERSEDED SURVEY CONTROL
 KU1618
 KU1618  NAD 83(1996)-  40 56 27.40170(N)    073 57 26.68226(W) AD(       ) 1
 KU1618  NAD 83(1996)-  40 56 27.40152(N)    073 57 26.68308(W) AD(       ) 1
 KU1618  NAD 83(1992)-  40 56 27.39894(N)    073 57 26.68408(W) AD(       ) 1
 KU1618  NAD 83(1986)-  40 56 27.40109(N)    073 57 26.68370(W) AD(       ) 1
 KU1618  NAVD 88 (11/16/93)   16.98   (m)           55.7    (f) LEVELING    3  
 KU1618  NGVD 29 (??/??/92)   17.283  (m)           56.70   (f) ADJ UNCH    2 0
 KU1618
 KU1618.Superseded values are not recommended for survey control.
 KU1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1618.See file dsdata.txt to determine how the superseded data were derived.
 KU1618
 KU1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8776232725(NAD 83)
 KU1618_MARKER: DB = BENCH MARK DISK
 KU1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1618_SP_SET: CONCRETE POST
 KU1618_STAMPING: K 40 1956
 KU1618_MARK LOGO: CGS   
 KU1618_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1618+STABILITY: SURFACE MOTION
 KU1618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU1618+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 KU1618
 KU1618  HISTORY     - Date     Condition        Report By
 KU1618  HISTORY     - 1956     MONUMENTED       CGS
 KU1618  HISTORY     - 19920221 GOOD             NJGS
 KU1618  HISTORY     - 19950915 GOOD             USPSQD
 KU1618  HISTORY     - 20030131 GOOD             INDIV
 KU1618  HISTORY     - 20051011 GOOD             STEWRT
 KU1618
 KU1618                          STATION DESCRIPTION
 KU1618
 KU1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU1618'1.1 MI N FROM TENAFLY.
 KU1618'1.1 MILE NORTH ALONG COUNTY ROAD FROM THE POST OFFICE AT
 KU1618'TENAFLY, AT THE NORTHWEST CORNER OF THE INTERSECTION OF COUNTY
 KU1618'ROAD AND HILLSIDE AVENUE, 57 FEET NORTH OF THE CENTERLINE OF
 KU1618'HILLSIDE AVENUE, 18.4 FEET WEST OF THE CENTERLINE OF COUNTY
 KU1618'ROAD, 11.6 FEET NORTH OF A FIRE PLUG, 2 FEET SOUTH OF A POWER
 KU1618'POLE NO. 20017, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 KU1618'GROUND.
 KU1618
 KU1618                          STATION RECOVERY (1992)
 KU1618
 KU1618'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KU1618'THE STATION IS LOCATED IN THE BOROUGH OF CRESSKILL AT THE NORTHWEST
 KU1618'CORNER OF THE INTERSECTION OF COUNTY ROAD AND HILLSIDE AVENUE.  THE
 KU1618'STATION IS 5.7 M (18.7 FT) NORTHWEST FROM THE CENTERLINE OF COUNTY
 KU1618'ROAD, 17.4 M (57.1 FT) NORTH NORTHEAST FROM THE CENTERLINE OF
 KU1618'HILLSIDE AVENUE, 0.7 M (2.3 FT) SOUTHWEST FROM POLE NUMBER 20017, 3.6
 KU1618'M (11.8 FT) NORTHEAST FROM A FIRE HYDRANT AND 0.8 M (2.6 FT)
 KU1618'NORTHWEST FROM THE WEST CURB OF COUNTY ROAD.  THE STATION, STAMPED K
 KU1618'40 1956, IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT, WHICH IS
 KU1618'FLUSH WITH THE SIDEWALK IN FRONT OF A TEXACO GASOLINE FILLING
 KU1618'STATION.
 KU1618
 KU1618                          STATION RECOVERY (1995)
 KU1618
 KU1618'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU1618'RECOVERED IN GOOD CONDITION.
 KU1618
 KU1618                          STATION RECOVERY (2003)
 KU1618
 KU1618'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (FP)
 KU1618'RECOVERED AS DESCRIBED BY MACDEL ENGINEERING, P.C.
 KU1618'THE SERVICE STATION THAT THE STATION IS NEAR IS NOW A CITGO STATION.
 KU1618
 KU1618                          STATION RECOVERY (2005)
 KU1618
 KU1618'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2005 (DEN)
 KU1618'STATION FOUND AND VERIFIED HORIZONTALLY AND VERTICALLY FROM A GPS
 KU1618'OBSERVATION BETWEEN THE MONUMENT AND CONTINUALLY OPERATING REFERENCE
 KU1618'STATION NJI2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1096 ***********************************************************************
 KV1096  DESIGNATION -  K 41
 KV1096  PID         -  KV1096
 KV1096  STATE/COUNTY-  NJ/MERCER
 KV1096  USGS QUAD   -  PENNINGTON (1995)
 KV1096
 KV1096                         *CURRENT SURVEY CONTROL
 KV1096  ___________________________________________________________________
 KV1096* NAD 83(1986)-  40 16 36.     (N)    074 49 41.     (W)     SCALED    
 KV1096* NAVD 88     -        62.891  (meters)     206.33   (feet)  ADJUSTED  
 KV1096  ___________________________________________________________________
 KV1096  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 KV1096  DYNAMIC HT  -          62.862 (meters)     206.24  (feet)  COMP
 KV1096  MODELED GRAV-     980,159.8   (mgal)                       NAVD 88
 KV1096
 KV1096  VERT ORDER  -  FIRST     CLASS I
 KV1096
 KV1096.The horizontal coordinates were scaled from a topographic map and have
 KV1096.an estimated accuracy of +/- 6 seconds.
 KV1096
 KV1096.The orthometric height was determined by differential leveling
 KV1096.and adjusted by the National Geodetic Survey in June 1991..
 KV1096
 KV1096.The geoid height was determined by GEOID03.
 KV1096
 KV1096.The dynamic height is computed by dividing the NAVD 88
 KV1096.geopotential number by the normal gravity value computed on the
 KV1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1096.degrees latitude (g = 980.6199 gals.).
 KV1096
 KV1096.The modeled gravity was interpolated from observed gravity values.
 KV1096
 KV1096;                    North         East    Units  Estimated Accuracy
 KV1096;SPC NJ       -   160,280.      122,100.      MT  (+/- 180 meters Scaled)
 KV1096
 KV1096                          SUPERSEDED SURVEY CONTROL
 KV1096
 KV1096  NGVD 29 (01/10/92)   63.190  (m)          207.32   (f) ADJUSTED    1 1
 KV1096
 KV1096.Superseded values are not recommended for survey control.
 KV1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1096.See file dsdata.txt to determine how the superseded data were derived.
 KV1096
 KV1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK146584(NAD 83)
 KV1096_MARKER: DB = BENCH MARK DISK
 KV1096_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1096_SP_SET: PIER
 KV1096_STAMPING: K 41 1963
 KV1096_MARK LOGO: CGS   
 KV1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1096+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1988
 KV1096
 KV1096  HISTORY     - Date     Condition        Report By
 KV1096  HISTORY     - 1963     MONUMENTED       CGS
 KV1096  HISTORY     - 19881012 GOOD             NJGS
 KV1096
 KV1096                          STATION DESCRIPTION
 KV1096
 KV1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KV1096'4.2 MI SE FROM WASHINGTON CROSSING.
 KV1096'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE INTERSECTION
 KV1096'OF STATE HIGHWAY 546 AT WASHINGTON CROSSING, THENCE 1.35 MILES
 KV1096'NORTHEAST ALONG A FREEWAY, SET VERTICALLY IN THE NORTHWEST
 KV1096'CONCRETE FACE OF THE SOUTHEAST CONCRETE PIER OF A LARGE BRIDGE
 KV1096'FOR THE BEAR TAVERN ROAD OVER THE FREEWAY, 28 1/2 FEET SOUTHEAST
 KV1096'OF THE CENTER LINE OF THE NORTHEAST BOUND LANE OF THE FREEWAY,
 KV1096'0.7 FOOT SOUTHWEST OF THE NORTHEAST END OF THE PIER AND 2 1/2
 KV1096'FEET ABOVE THE LEVEL OF THE GROUND.
 KV1096
 KV1096                          STATION RECOVERY (1988)
 KV1096
 KV1096'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1096'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1096'SET VERTICALLY IN THE NORTHEAST CONCERTE FACE OF THE SOUTHEAST
 KV1096'CONCRETE PIER OF THE BEAR TAVERN ROAD BRIDGE OVER INTERSTATE I 95,
 KV1096'INTERCHANGE NUMBER 2, 8.69 M (28.5 FT) SOUTHEAST OF THE CENTERLINE OF
 KV1096'THE NORTH BOUND LANES OF I 95, 0.21 M (0.7 FT) SOUTHWEST OF THE
 KV1096'NORTHEAST END OF THE PIER AND 0.76 M (2.5 FT) ABOVE LEVEL OF THE
 KV1096'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0795 ***********************************************************************
 KU0795  DESIGNATION -  K 5
 KU0795  PID         -  KU0795
 KU0795  STATE/COUNTY-  NJ/MONMOUTH
 KU0795  USGS QUAD   -  LONG BRANCH (1981)
 KU0795
 KU0795                         *CURRENT SURVEY CONTROL
 KU0795  ___________________________________________________________________
 KU0795* NAD 83(1986)-  40 19 14.     (N)    073 58 41.     (W)     SCALED    
 KU0795* NAVD 88     -         4.088  (meters)      13.41   (feet)  ADJUSTED  
 KU0795  ___________________________________________________________________
 KU0795  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KU0795  DYNAMIC HT  -           4.087 (meters)      13.41  (feet)  COMP
 KU0795  MODELED GRAV-     980,176.6   (mgal)                       NAVD 88
 KU0795
 KU0795  VERT ORDER  -  FIRST     CLASS I
 KU0795
 KU0795.The horizontal coordinates were scaled from a topographic map and have
 KU0795.an estimated accuracy of +/- 6 seconds.
 KU0795
 KU0795.The orthometric height was determined by differential leveling
 KU0795.and adjusted by the National Geodetic Survey in June 1991..
 KU0795
 KU0795.The geoid height was determined by GEOID03.
 KU0795
 KU0795.The dynamic height is computed by dividing the NAVD 88
 KU0795.geopotential number by the normal gravity value computed on the
 KU0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0795.degrees latitude (g = 980.6199 gals.).
 KU0795
 KU0795.The modeled gravity was interpolated from observed gravity values.
 KU0795
 KU0795;                    North         East    Units  Estimated Accuracy
 KU0795;SPC NJ       -   165,240.      194,360.      MT  (+/- 180 meters Scaled)
 KU0795
 KU0795                          SUPERSEDED SURVEY CONTROL
 KU0795
 KU0795  NGVD 29 (04/16/92)    4.423  (m)           14.51   (f) ADJUSTED    1 1
 KU0795
 KU0795.Superseded values are not recommended for survey control.
 KU0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0795.See file dsdata.txt to determine how the superseded data were derived.
 KU0795
 KU0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK868638(NAD 83)
 KU0795_MARKER: DB = BENCH MARK DISK
 KU0795_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0795_SP_SET: DOOR SILL
 KU0795_STAMPING: K 5 1930 14.685
 KU0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0795
 KU0795  HISTORY     - Date     Condition        Report By
 KU0795  HISTORY     - 1930     MONUMENTED       CGS
 KU0795  HISTORY     - 1964     GOOD             NGS
 KU0795  HISTORY     - 1979     GOOD             NGS
 KU0795  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 KU0795
 KU0795                          STATION DESCRIPTION
 KU0795
 KU0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KU0795'AT NORTH LONG BRANCH.
 KU0795'AT NORTH LONG BRANCH, AT THE OLD ABANDONED RAILROAD STATION AT
 KU0795'THE INTERSECTION OF ATLANTIC AND NEPTUNE AVENUES, IN THE TOP OF
 KU0795'THE NORTH END OF THE NORTH DOOR SILL AT THE WEST SIDE OF BUILDING,
 KU0795'WHICH IS ONE BLOCK WEST OF OCEAN AVENUE, 109.0 FEET SOUTH OF THE
 KU0795'CENTER LINE OF ATLANTIC AVENUE, 67.0 FEET EAST OF THE CENTER
 KU0795'LINE OF NEPTUNE AVENUE 46.5 FEET SOUTHEAST OF POWER LINE POLE NUMBER
 KU0795'204, AND IS ABOUT 1 FOOT ABOVE THE GROUND, AND IS SET IN THE TOP
 KU0795'OF THE NORTH DOOR SILL.
 KU0795
 KU0795                          STATION RECOVERY (1979)
 KU0795
 KU0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KU0795'RECOVERED IN GOOD CONDITION.
 KU0795
 KU0795                          STATION RECOVERY (1992)
 KU0795
 KU0795'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0781 ***********************************************************************
 KV0781  DESIGNATION -  K 53
 KV0781  PID         -  KV0781
 KV0781  STATE/COUNTY-  NJ/MIDDLESEX
 KV0781  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0781
 KV0781                         *CURRENT SURVEY CONTROL
 KV0781  ___________________________________________________________________
 KV0781* NAD 83(1986)-  40 29 18.     (N)    074 17 01.     (W)     SCALED    
 KV0781* NAVD 88     -         2.634  (meters)       8.64   (feet)  ADJUSTED  
 KV0781  ___________________________________________________________________
 KV0781  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV0781  DYNAMIC HT  -           2.633 (meters)       8.64  (feet)  COMP
 KV0781  MODELED GRAV-     980,216.3   (mgal)                       NAVD 88
 KV0781
 KV0781  VERT ORDER  -  SECOND    CLASS 0
 KV0781
 KV0781.The horizontal coordinates were scaled from a topographic map and have
 KV0781.an estimated accuracy of +/- 6 seconds.
 KV0781
 KV0781.The orthometric height was determined by differential leveling
 KV0781.and adjusted by the National Geodetic Survey in June 1991..
 KV0781
 KV0781.The geoid height was determined by GEOID03.
 KV0781
 KV0781.The dynamic height is computed by dividing the NAVD 88
 KV0781.geopotential number by the normal gravity value computed on the
 KV0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0781.degrees latitude (g = 980.6199 gals.).
 KV0781
 KV0781.The modeled gravity was interpolated from observed gravity values.
 KV0781
 KV0781;                    North         East    Units  Estimated Accuracy
 KV0781;SPC NJ       -   183,760.      168,340.      MT  (+/- 180 meters Scaled)
 KV0781
 KV0781                          SUPERSEDED SURVEY CONTROL
 KV0781
 KV0781  NGVD 29 (04/16/92)    2.933  (m)            9.62   (f) ADJUSTED    2 0
 KV0781
 KV0781.Superseded values are not recommended for survey control.
 KV0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0781.See file dsdata.txt to determine how the superseded data were derived.
 KV0781
 KV0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK607822(NAD 83)
 KV0781_MARKER: DB = BENCH MARK DISK
 KV0781_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0781_SP_SET: BRIDGE PIER
 KV0781_STAMPING: K 53 1961
 KV0781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0781
 KV0781  HISTORY     - Date     Condition        Report By
 KV0781  HISTORY     - 1961     MONUMENTED       CGS
 KV0781  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0781
 KV0781                          STATION DESCRIPTION
 KV0781
 KV0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0781'AT SOUTH AMBOY.
 KV0781'400 YARDS SOUTH ALONG THE NEW YORK AND LONG BRANCH RAILROAD
 KV0781'FROM THE STATION AT SOUTH AMBOY, IN THE SOUTH END OF SUPPORTING
 KV0781'PIER OF A RAILROAD BRIDGE OVER STATE HIGHWAY 4 AND THE NEW
 KV0781'YORK AND LONG BRANCH RAILROAD, 60 FEET EAST OF THE CENTERLINE
 KV0781'OF THE HIGHWAY, 30 FEET NORTH OF A LARGE I-BEAM SUPPORT SET IN
 KV0781'CONCRETE AND LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0883 ***********************************************************************
 KV0883  DESIGNATION -  K 54
 KV0883  PID         -  KV0883
 KV0883  STATE/COUNTY-  NJ/MONMOUTH
 KV0883  USGS QUAD   -  LONG BRANCH (1981)
 KV0883
 KV0883                         *CURRENT SURVEY CONTROL
 KV0883  ___________________________________________________________________
 KV0883* NAD 83(1986)-  40 20 38.     (N)    074 04 33.     (W)     SCALED    
 KV0883* NAVD 88     -        13.034  (meters)      42.76   (feet)  ADJUSTED  
 KV0883  ___________________________________________________________________
 KV0883  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV0883  DYNAMIC HT  -          13.028 (meters)      42.74  (feet)  COMP
 KV0883  MODELED GRAV-     980,201.8   (mgal)                       NAVD 88
 KV0883
 KV0883  VERT ORDER  -  SECOND    CLASS 0
 KV0883
 KV0883.The horizontal coordinates were scaled from a topographic map and have
 KV0883.an estimated accuracy of +/- 6 seconds.
 KV0883
 KV0883.The orthometric height was determined by differential leveling
 KV0883.and adjusted by the National Geodetic Survey in June 1991..
 KV0883
 KV0883.The geoid height was determined by GEOID03.
 KV0883
 KV0883.The dynamic height is computed by dividing the NAVD 88
 KV0883.geopotential number by the normal gravity value computed on the
 KV0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0883.degrees latitude (g = 980.6199 gals.).
 KV0883
 KV0883.The modeled gravity was interpolated from observed gravity values.
 KV0883
 KV0883;                    North         East    Units  Estimated Accuracy
 KV0883;SPC NJ       -   167,780.      186,040.      MT  (+/- 180 meters Scaled)
 KV0883
 KV0883                          SUPERSEDED SURVEY CONTROL
 KV0883
 KV0883  NGVD 29 (04/16/92)   13.354  (m)           43.81   (f) ADJUSTED    2 0
 KV0883
 KV0883.Superseded values are not recommended for survey control.
 KV0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0883.See file dsdata.txt to determine how the superseded data were derived.
 KV0883
 KV0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK784663(NAD 83)
 KV0883_MARKER: DB = BENCH MARK DISK
 KV0883_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0883_SP_SET: BRICK WALL
 KV0883_STAMPING: K 54 1961
 KV0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0883
 KV0883  HISTORY     - Date     Condition        Report By
 KV0883  HISTORY     - 1961     MONUMENTED       CGS
 KV0883  HISTORY     - 1984     GOOD             LOCSUR
 KV0883  HISTORY     - 19920521 MARK NOT FOUND   USPSQD
 KV0883
 KV0883                          STATION DESCRIPTION
 KV0883
 KV0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0883'AT RED BANK.
 KV0883'AT THE INTERSECTION OF SHREWSBURY AVE. AND RIVER STREET AT THE
 KV0883'NORTHWEST CORNER OF THE RIVER STREET SCHOOL BUILDING.  SET
 KV0883'VERTICALLY IN THE BRICK WALL 3.5 FEET ABOVE THE PAVED YARD AND
 KV0883'ONE FOOT SOUTH OF THE NORTHWEST CORNER.
 KV0883
 KV0883                          STATION RECOVERY (1984)
 KV0883
 KV0883'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 KV0883'RECOVERED IN GOOD CONDITION.
 KV0883
 KV0883                          STATION RECOVERY (1992)
 KV0883
 KV0883'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0233 ***********************************************************************
 JU0233  DESIGNATION -  K 55
 JU0233  PID         -  JU0233
 JU0233  STATE/COUNTY-  NJ/OCEAN
 JU0233  USGS QUAD   -  TUCKERTON (1995)
 JU0233
 JU0233                         *CURRENT SURVEY CONTROL
 JU0233  ___________________________________________________________________
 JU0233* NAD 83(1986)-  39 33 21.     (N)    074 20 17.     (W)     SCALED    
 JU0233* NAVD 88     -         0.983  (meters)       3.23   (feet)  ADJUSTED  
 JU0233  ___________________________________________________________________
 JU0233  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JU0233  DYNAMIC HT  -           0.982 (meters)       3.22  (feet)  COMP
 JU0233  MODELED GRAV-     980,142.7   (mgal)                       NAVD 88
 JU0233
 JU0233  VERT ORDER  -  FIRST     CLASS II
 JU0233
 JU0233.The horizontal coordinates were scaled from a topographic map and have
 JU0233.an estimated accuracy of +/- 6 seconds.
 JU0233
 JU0233.The orthometric height was determined by differential leveling
 JU0233.and adjusted by the National Geodetic Survey in March 2001..
 JU0233.No vertical observational check was made to the station.
 JU0233
 JU0233.The geoid height was determined by GEOID03.
 JU0233
 JU0233.The dynamic height is computed by dividing the NAVD 88
 JU0233.geopotential number by the normal gravity value computed on the
 JU0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0233.degrees latitude (g = 980.6199 gals.).
 JU0233
 JU0233.The modeled gravity was interpolated from observed gravity values.
 JU0233
 JU0233;                    North         East    Units  Estimated Accuracy
 JU0233;SPC NJ       -    80,220.      163,920.      MT  (+/- 180 meters Scaled)
 JU0233
 JU0233                          SUPERSEDED SURVEY CONTROL
 JU0233
 JU0233  NAVD 88 (06/15/91)    1.087  (m)            3.57   (f) UNKNOWN     2 0
 JU0233  NGVD 29 (??/??/??)    1.474  (m)            4.84   (f) ADJUSTED    2 0
 JU0233
 JU0233.Superseded values are not recommended for survey control.
 JU0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0233.See file dsdata.txt to determine how the superseded data were derived.
 JU0233
 JU0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ568786(NAD 83)
 JU0233_MARKER: DB = BENCH MARK DISK
 JU0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0233_STAMPING: K 55 1961
 JU0233_MARK LOGO: CGS   
 JU0233_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0233+STABILITY: SURFACE MOTION
 JU0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0233+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1998
 JU0233
 JU0233  HISTORY     - Date     Condition        Report By
 JU0233  HISTORY     - 1961     MONUMENTED       CGS
 JU0233  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 JU0233  HISTORY     - 19980901 GOOD             NJGS
 JU0233
 JU0233                          STATION DESCRIPTION
 JU0233
 JU0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0233'3.4 MI S FROM TUCKERTON.
 JU0233'0.3 MILE SOUTHWEST ON U.S. HIGHWAY 9 FROM THE POST OFFICE AT
 JU0233'TUCKERTON, THENCE 3.1 MILES SOUTH ON GREAT BAY BOULEVARD, 151 YARDS
 JU0233'NORTH OF A SMALL INLET ACROSS HIGHWAY, 31 FEET WEST OF THE
 JU0233'CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH OF A POWER POLE, 2.5
 JU0233'FEET NORTHEAST OF A METAL WITNESS POST AND ONE FOOT ABOVE THE
 JU0233'LEVEL OF THE ROAD.  SET IN A CONCRETE POST PROJECTING ONE INCH
 JU0233'ABOVE THE GROUND.
 JU0233
 JU0233                          STATION RECOVERY (1983)
 JU0233
 JU0233'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU0233'MARK NOT FOUND.
 JU0233
 JU0233                          STATION RECOVERY (1998)
 JU0233
 JU0233'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 JU0233'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS 0.1
 JU0233'MI (0.2 KM) NORTH ALONG GREAT BAY BOULEVARD FROM THE NORTH END OF THE
 JU0233'BRIDGE OVER LITTLE THOROFARE AND ABOUT 0.65 MI (1.05 KM) SOUTH ALONG
 JU0233'GREAT BAY BOULEVARD FROM THE SOUTH END OF THE BRIDGE OVER BIG
 JU0233'THOROFARE.  THE STATION IS 3 FT (0.9 M) NORTH FROM THE CENTER OF A
 JU0233'WITNESS POST, 30 FT (9.1 M) WEST FROM THE CENTERLINE OF GREAT BAY
 JU0233'BOULEVARD AND 6 FT (1.8 M) SOUTH FROM UTILITY POLE NUMBER P18843.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0488 ***********************************************************************
 JU0488  DESIGNATION -  K 56
 JU0488  PID         -  JU0488
 JU0488  STATE/COUNTY-  NJ/ATLANTIC
 JU0488  USGS QUAD   -  OCEAN CITY (1994)
 JU0488
 JU0488                         *CURRENT SURVEY CONTROL
 JU0488  ___________________________________________________________________
 JU0488* NAD 83(1986)-  39 18 50.     (N)    074 33 59.     (W)     SCALED    
 JU0488* NAVD 88     -         1.645  (meters)       5.40   (feet)  ADJUSTED  
 JU0488  ___________________________________________________________________
 JU0488  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 JU0488  DYNAMIC HT  -           1.644 (meters)       5.39  (feet)  COMP
 JU0488  MODELED GRAV-     980,103.9   (mgal)                       NAVD 88
 JU0488
 JU0488  VERT ORDER  -  SECOND    CLASS 0
 JU0488
 JU0488.The horizontal coordinates were scaled from a topographic map and have
 JU0488.an estimated accuracy of +/- 6 seconds.
 JU0488
 JU0488.The orthometric height was determined by differential leveling
 JU0488.and adjusted by the National Geodetic Survey in June 1991..
 JU0488
 JU0488.The geoid height was determined by GEOID03.
 JU0488
 JU0488.The dynamic height is computed by dividing the NAVD 88
 JU0488.geopotential number by the normal gravity value computed on the
 JU0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0488.degrees latitude (g = 980.6199 gals.).
 JU0488
 JU0488.The modeled gravity was interpolated from observed gravity values.
 JU0488
 JU0488;                    North         East    Units  Estimated Accuracy
 JU0488;SPC NJ       -    53,350.      144,280.      MT  (+/- 180 meters Scaled)
 JU0488
 JU0488                          SUPERSEDED SURVEY CONTROL
 JU0488
 JU0488  NGVD 29 (04/16/92)    2.024  (m)            6.64   (f) ADJUSTED    2 0
 JU0488
 JU0488.Superseded values are not recommended for survey control.
 JU0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0488.See file dsdata.txt to determine how the superseded data were derived.
 JU0488
 JU0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ373517(NAD 83)
 JU0488_MARKER: DB = BENCH MARK DISK
 JU0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0488_STAMPING: K 56 1961
 JU0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0488+STABILITY: SURFACE MOTION
 JU0488
 JU0488  HISTORY     - Date     Condition        Report By
 JU0488  HISTORY     - 1961     MONUMENTED       CGS
 JU0488  HISTORY     - 1983     MARK NOT FOUND   USGS
 JU0488  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU0488
 JU0488                          STATION DESCRIPTION
 JU0488
 JU0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0488'1.3 MI E FROM SOMERS POINT.
 JU0488'0.4 MILE EAST OF THE BRIDGE OVER BROAD THOROFARE, 22.6 FEET
 JU0488'NORTH OF THE CENTERLINE OF LONGPORT BOULEVARD, 3 FEET WEST OF
 JU0488'CABLE LINE POLE P 37235 AND 6 INCHES ABOVE LEVEL OF BLACKTOPPED
 JU0488'ROAD.  SET IN TOP OF CONCRETE POST PROJECTING 2 INCHES.
 JU0488
 JU0488                          STATION RECOVERY (1983)
 JU0488
 JU0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JU0488'MARK NOT FOUND.
 JU0488
 JU0488                          STATION RECOVERY (2001)
 JU0488
 JU0488'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0488'THE INTERSECTION HAS BEEN REALIGNED, THE TIES ARE NO LONGER VALID.
 JU0488'THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0513 ***********************************************************************
 JU0513  DESIGNATION -  K 57
 JU0513  PID         -  JU0513
 JU0513  STATE/COUNTY-  NJ/ATLANTIC
 JU0513  USGS QUAD   -  MAYS LANDING (1989)
 JU0513
 JU0513                         *CURRENT SURVEY CONTROL
 JU0513  ___________________________________________________________________
 JU0513* NAD 83(1986)-  39 27 42.     (N)    074 43 21.     (W)     SCALED    
 JU0513* NAVD 88     -         6.300  (meters)      20.67   (feet)  ADJUSTED  
 JU0513  ___________________________________________________________________
 JU0513  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JU0513  DYNAMIC HT  -           6.297 (meters)      20.66  (feet)  COMP
 JU0513  MODELED GRAV-     980,122.4   (mgal)                       NAVD 88
 JU0513
 JU0513  VERT ORDER  -  FIRST     CLASS II
 JU0513
 JU0513.The horizontal coordinates were scaled from a topographic map and have
 JU0513.an estimated accuracy of +/- 6 seconds.
 JU0513
 JU0513.The orthometric height was determined by differential leveling
 JU0513.and adjusted by the National Geodetic Survey in June 1991..
 JU0513
 JU0513.The geoid height was determined by GEOID03.
 JU0513
 JU0513.The dynamic height is computed by dividing the NAVD 88
 JU0513.geopotential number by the normal gravity value computed on the
 JU0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0513.degrees latitude (g = 980.6199 gals.).
 JU0513
 JU0513.The modeled gravity was interpolated from observed gravity values.
 JU0513
 JU0513;                    North         East    Units  Estimated Accuracy
 JU0513;SPC NJ       -    69,770.      130,850.      MT  (+/- 180 meters Scaled)
 JU0513
 JU0513                          SUPERSEDED SURVEY CONTROL
 JU0513
 JU0513  NGVD 29 (01/10/92)    6.683  (m)           21.93   (f) ADJUSTED    1 2
 JU0513
 JU0513.Superseded values are not recommended for survey control.
 JU0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0513.See file dsdata.txt to determine how the superseded data were derived.
 JU0513
 JU0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ238680(NAD 83)
 JU0513_MARKER: DB = BENCH MARK DISK
 JU0513_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU0513_SP_SET: CONCRETE FOOTING OF FLAGPOLE
 JU0513_STAMPING: K 57 1961
 JU0513_MARK LOGO: CGS   
 JU0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0513+STABILITY: SURFACE MOTION
 JU0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0513+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1990
 JU0513
 JU0513  HISTORY     - Date     Condition        Report By
 JU0513  HISTORY     - 1961     MONUMENTED       CGS
 JU0513  HISTORY     - 19900713 GOOD             NJGS
 JU0513  HISTORY     - 20040708 GOOD             GEOCAC
 JU0513
 JU0513                          STATION DESCRIPTION
 JU0513
 JU0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0513'0.4 MI NE FROM MAYS LANDING.
 JU0513'0.45 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE
 JU0513'IN MAYS LANDING.  MARK IS 62 FEET SOUTH OF THE EAST CORNER OF
 JU0513'V.F.W. BUILDING, 98 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY
 JU0513'50, AND IT IS SET HORIZONTALLY 1 FOOT ABOVE GROUND IN THE EAST
 JU0513'CORNER OF A CONCRETE FOUNDATION (4 1/2 BY 5 1/2 FEET) OF FLAGPOLE
 JU0513'AT V.F.W. POST NORTHEAST OF MAYS LANDING.
 JU0513
 JU0513                          STATION RECOVERY (1990)
 JU0513
 JU0513'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0513'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, SET IN THE SOUTHEAST
 JU0513'CORNER OF THE FLAG POLE FOUNDATION OF THE MAYS LANDING VFW POST 220
 JU0513'COMPLEX.  TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE ROUTE
 JU0513'50 AND U.S. HIGHWAY 40, GO 1.28 KM (0.80 MI) NORTH NORTHEAST ON ROUTE
 JU0513'50 TO THE STATION ON THE LEFT, ALSO 1.84 KM (1.14 MI) SOUTH SOUTHWEST
 JU0513'FROM THE JUNCTION OF STATE ROUTE 50 AND U.S.HIGHWAY 322 TO THE
 JU0513'STATION ON THE RIGHT, 0.9 M (3.0 FT) SOUTHEAST OF THE FLAG POLE, 18.9
 JU0513'M (62.0 FT) SOUTHWEST OF THE EAST CORNER OF THE ONE STORY BRICK
 JU0513'BUILDING, 23.25 M (76.28 FT) EAST OF THE SOUTH CORNER OF THE SAME
 JU0513'BUILDING AND LEVEL WITH THE GROUND.
 JU0513
 JU0513                          STATION RECOVERY (2004)
 JU0513
 JU0513'RECOVERY NOTE BY GEOCACHING 2004 (STC)
 JU0513'HANDHELD GPS COORDINATES N 39 27 44.1  W 074 43 20.7
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0419 ***********************************************************************
 JU0419  DESIGNATION -  K 58
 JU0419  PID         -  JU0419
 JU0419  STATE/COUNTY-  NJ/CAPE MAY
 JU0419  USGS QUAD   -  STONE HARBOR (1972)
 JU0419
 JU0419                         *CURRENT SURVEY CONTROL
 JU0419  ___________________________________________________________________
 JU0419* NAD 83(1986)-  39 04 57.     (N)    074 49 31.     (W)     SCALED    
 JU0419* NAVD 88     -         5.707  (meters)      18.72   (feet)  ADJUSTED  
 JU0419  ___________________________________________________________________
 JU0419  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 JU0419  DYNAMIC HT  -           5.704 (meters)      18.71  (feet)  COMP
 JU0419  MODELED GRAV-     980,065.9   (mgal)                       NAVD 88
 JU0419
 JU0419  VERT ORDER  -  FIRST     CLASS II
 JU0419
 JU0419.The horizontal coordinates were scaled from a topographic map and have
 JU0419.an estimated accuracy of +/- 6 seconds.
 JU0419
 JU0419.The orthometric height was determined by differential leveling
 JU0419.and adjusted by the National Geodetic Survey in March 2001..
 JU0419.WARNING-Repeat measurements at this control monument indicate possible
 JU0419.vertical movement.
 JU0419
 JU0419.The geoid height was determined by GEOID03.
 JU0419
 JU0419.The dynamic height is computed by dividing the NAVD 88
 JU0419.geopotential number by the normal gravity value computed on the
 JU0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0419.degrees latitude (g = 980.6199 gals.).
 JU0419
 JU0419.The modeled gravity was interpolated from observed gravity values.
 JU0419
 JU0419;                    North         East    Units  Estimated Accuracy
 JU0419;SPC NJ       -    27,710.      121,860.      MT  (+/- 180 meters Scaled)
 JU0419
 JU0419                          SUPERSEDED SURVEY CONTROL
 JU0419
 JU0419  NAVD 88 (06/15/91)    5.715  (m)           18.75   (f) UNKNOWN     1 2
 JU0419  NGVD 29 (04/16/92)    6.115  (m)           20.06   (f) ADJUSTED    1 2
 JU0419
 JU0419.Superseded values are not recommended for survey control.
 JU0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0419.See file dsdata.txt to determine how the superseded data were derived.
 JU0419
 JU0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ151259(NAD 83)
 JU0419_MARKER: DB = BENCH MARK DISK
 JU0419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0419_SP_SET: BUILDING
 JU0419_STAMPING: K 58 1961
 JU0419_MARK LOGO: CGS   
 JU0419_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0419+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997
 JU0419
 JU0419  HISTORY     - Date     Condition        Report By
 JU0419  HISTORY     - 1961     MONUMENTED       CGS
 JU0419  HISTORY     - 1979     GOOD             NGS
 JU0419  HISTORY     - 19970813 GOOD             NJGS
 JU0419  HISTORY     - 20060914 GOOD             GEOCAC
 JU0419
 JU0419                          STATION DESCRIPTION
 JU0419
 JU0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0419'AT CAPE MAY COURT HOUSE.
 JU0419'SET IN A VERTICAL DRILL HOLE IN THE NORTHEAST BRICK WALL AT
 JU0419'THE MIDDLE TOWNSHIP MUNICIPAL BUILDING, 28 FEET SOUTHWEST OF THE
 JU0419'SOUTHWEST CURB OF MECHANIC STREET, 10 FEET SOUTHEAST OF THE
 JU0419'SOUTHEAST CURB OF BOYD STREET AND 2 FEET SOUTHEAST OF THE NORTH
 JU0419'CORNER OF THE BUILDING.  IT IS 1.2 FEET ABOVE THE LEVEL OF THE
 JU0419'SIDEWALK.
 JU0419
 JU0419                          STATION RECOVERY (1979)
 JU0419
 JU0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0419'RECOVERED IN GOOD CONDITION.
 JU0419
 JU0419                          STATION RECOVERY (1997)
 JU0419
 JU0419'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU0419'RECOVERED AS DESCRIBED.
 JU0419
 JU0419                          STATION RECOVERY (2006)
 JU0419
 JU0419'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JU0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0991 ***********************************************************************
 JU0991  DESIGNATION -  K 59
 JU0991  PID         -  JU0991
 JU0991  STATE/COUNTY-  NJ/CUMBERLAND
 JU0991  USGS QUAD   -  MILLVILLE (1997)
 JU0991
 JU0991                         *CURRENT SURVEY CONTROL
 JU0991  ___________________________________________________________________
 JU0991* NAD 83(1986)-  39 23 11.     (N)    075 03 30.     (W)     SCALED    
 JU0991* NAVD 88     -        16.939  (meters)      55.57   (feet)  ADJUSTED  
 JU0991  ___________________________________________________________________
 JU0991  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JU0991  DYNAMIC HT  -          16.930 (meters)      55.54  (feet)  COMP
 JU0991  MODELED GRAV-     980,122.8   (mgal)                       NAVD 88
 JU0991
 JU0991  VERT ORDER  -  SECOND    CLASS 0
 JU0991
 JU0991.The horizontal coordinates were scaled from a topographic map and have
 JU0991.an estimated accuracy of +/- 6 seconds.
 JU0991
 JU0991.The orthometric height was determined by differential leveling
 JU0991.and adjusted by the National Geodetic Survey in June 1991..
 JU0991
 JU0991.The geoid height was determined by GEOID03.
 JU0991
 JU0991.The dynamic height is computed by dividing the NAVD 88
 JU0991.geopotential number by the normal gravity value computed on the
 JU0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0991.degrees latitude (g = 980.6199 gals.).
 JU0991
 JU0991.The modeled gravity was interpolated from observed gravity values.
 JU0991
 JU0991;                    North         East    Units  Estimated Accuracy
 JU0991;SPC NJ       -    61,540.      101,900.      MT  (+/- 180 meters Scaled)
 JU0991
 JU0991                          SUPERSEDED SURVEY CONTROL
 JU0991
 JU0991  NGVD 29 (04/16/92)   17.270  (m)           56.66   (f) ADJUSTED    2 0
 JU0991
 JU0991.Superseded values are not recommended for survey control.
 JU0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0991.See file dsdata.txt to determine how the superseded data were derived.
 JU0991
 JU0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ949596(NAD 83)
 JU0991_MARKER: DB = BENCH MARK DISK
 JU0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0991_STAMPING: K 59 1961
 JU0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0991+STABILITY: SURFACE MOTION
 JU0991
 JU0991  HISTORY     - Date     Condition        Report By
 JU0991  HISTORY     - 1961     MONUMENTED       CGS
 JU0991  HISTORY     - 1979     GOOD             NGS
 JU0991  HISTORY     - 19950129 GOOD             USPSQD
 JU0991
 JU0991                          STATION DESCRIPTION
 JU0991
 JU0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0991'1 MI SW FROM MILLVILLE.
 JU0991'1.0 MILE SOUTHWEST ON THE MILLVILLE AND NEWPORT ROAD FROM THE
 JU0991'JUNCTIOIN OF MAIN AVENUE AND CEDAR STREET IN MILLVILLE, 42 YARDS
 JU0991'SOUTHEAST AND ACROSS THE ROAD FROM THE EAST CORNER OF THE A.J. TAYLOR
 JU0991'HOME 32.5 FEET EAST OF A FIRE HYDRANT, 31.3 FEET SOUTHEAST OF THE
 JU0991'CENTERLINE OF THE MILLVILLE TO NEWPORT ROAD AND 30 FEET SOUTH OF
 JU0991'POWER LINE POLE BT-L-664-45, 1 FOOT ABOVE THE LEVEL OF THE
 JU0991'SIDEWALK.  SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JU0991
 JU0991                          STATION RECOVERY (1979)
 JU0991
 JU0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0991'RECOVERED IN GOOD CONDITION.
 JU0991
 JU0991                          STATION RECOVERY (1995)
 JU0991
 JU0991'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0043 ***********************************************************************
 JU0043  DESIGNATION -  K 6
 JU0043  PID         -  JU0043
 JU0043  STATE/COUNTY-  NJ/OCEAN
 JU0043  USGS QUAD   -  TOMS RIVER (1989)
 JU0043
 JU0043                         *CURRENT SURVEY CONTROL
 JU0043  ___________________________________________________________________
 JU0043* NAD 83(1986)-  39 55 34.     (N)    074 08 21.     (W)     SCALED    
 JU0043* NAVD 88     -         1.794  (meters)       5.89   (feet)  ADJUSTED  
 JU0043  ___________________________________________________________________
 JU0043  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JU0043  DYNAMIC HT  -           1.793 (meters)       5.88  (feet)  COMP
 JU0043  MODELED GRAV-     980,162.1   (mgal)                       NAVD 88
 JU0043
 JU0043  VERT ORDER  -  FIRST     CLASS I
 JU0043
 JU0043.The horizontal coordinates were scaled from a topographic map and have
 JU0043.an estimated accuracy of +/- 6 seconds.
 JU0043
 JU0043.The orthometric height was determined by differential leveling
 JU0043.and adjusted by the National Geodetic Survey in June 1991..
 JU0043
 JU0043.The geoid height was determined by GEOID03.
 JU0043
 JU0043.The dynamic height is computed by dividing the NAVD 88
 JU0043.geopotential number by the normal gravity value computed on the
 JU0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0043.degrees latitude (g = 980.6199 gals.).
 JU0043
 JU0043.The modeled gravity was interpolated from observed gravity values.
 JU0043
 JU0043;                    North         East    Units  Estimated Accuracy
 JU0043;SPC NJ       -   121,370.      180,840.      MT  (+/- 180 meters Scaled)
 JU0043
 JU0043                          SUPERSEDED SURVEY CONTROL
 JU0043
 JU0043  NGVD 29 (04/16/92)    2.156  (m)            7.07   (f) ADJUSTED    1 1
 JU0043
 JU0043.Superseded values are not recommended for survey control.
 JU0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0043.See file dsdata.txt to determine how the superseded data were derived.
 JU0043
 JU0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK735199(NAD 83)
 JU0043_MARKER: DB = BENCH MARK DISK
 JU0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0043_STAMPING: K 6 1930 7.224
 JU0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0043+STABILITY: SURFACE MOTION
 JU0043
 JU0043  HISTORY     - Date     Condition        Report By
 JU0043  HISTORY     - 1930     MONUMENTED       CGS
 JU0043  HISTORY     - 1964     GOOD             CGS
 JU0043  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0043
 JU0043                          STATION DESCRIPTION
 JU0043
 JU0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0043'AT OCEAN GATE.
 JU0043'AT OCEAN GATE, ABOUT 155 YARDS EAST ALONG LAKEWOOD AVENUE FROM THE
 JU0043'POST OFFICE, IN A VACANT LOT PRESENTLY USED AS A BASEBALL FIELD,
 JU0043'156 FEET NORTH-NORTHEAST OF AND ACROSS LONG BRANCH AVENUE FROM
 JU0043'THE NORTHWEST CORNER OF A HOUSE PRESENTLY OWNED BY A MR. M.C.
 JU0043'CUSKER (HOUSE NO. 30), 190 FEET SOUTH OF THE CENTER LINE OF
 JU0043'LAKEWOOD AVENUE, 114 FEET NORTH OF THE CENTER LINE OF LONG BRANCH
 JU0043'AVENUE, 106 FEET SOUTH-SOUTHEAST OF A FLAGPOLE, ABOUT LEVEL WITH
 JU0043'LONG BRANCH AVENUE AND SET IN THE TOP OF A CONCRETE POST
 JU0043'PROJECTING 0.1 FOOT.
 JU0043
 JU0043                          STATION RECOVERY (1987)
 JU0043
 JU0043'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0460 ***********************************************************************
 KV0460  DESIGNATION -  K 62
 KV0460  PID         -  KV0460
 KV0460  STATE/COUNTY-  NJ/HUDSON
 KV0460  USGS QUAD   -  WEEHAWKEN (1995)
 KV0460
 KV0460                         *CURRENT SURVEY CONTROL
 KV0460  ___________________________________________________________________
 KV0460* NAD 83(1986)-  40 46 44.     (N)    074 03 35.     (W)     SCALED    
 KV0460* NAVD 88     -        16.257  (meters)      53.34   (feet)  ADJUSTED  
 KV0460  ___________________________________________________________________
 KV0460  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KV0460  DYNAMIC HT  -          16.250 (meters)      53.31  (feet)  COMP
 KV0460  MODELED GRAV-     980,239.2   (mgal)                       NAVD 88
 KV0460
 KV0460  VERT ORDER  -  SECOND    CLASS 0
 KV0460
 KV0460.The horizontal coordinates were scaled from a topographic map and have
 KV0460.an estimated accuracy of +/- 6 seconds.
 KV0460
 KV0460.The orthometric height was determined by differential leveling
 KV0460.and adjusted by the National Geodetic Survey in June 1991..
 KV0460
 KV0460.The geoid height was determined by GEOID03.
 KV0460
 KV0460.The dynamic height is computed by dividing the NAVD 88
 KV0460.geopotential number by the normal gravity value computed on the
 KV0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0460.degrees latitude (g = 980.6199 gals.).
 KV0460
 KV0460.The modeled gravity was interpolated from observed gravity values.
 KV0460
 KV0460;                    North         East    Units  Estimated Accuracy
 KV0460;SPC NJ       -   216,090.      187,160.      MT  (+/- 180 meters Scaled)
 KV0460
 KV0460                          SUPERSEDED SURVEY CONTROL
 KV0460
 KV0460  NGVD 29 (??/??/??)   16.590  (m)           54.43   (f) ADJUSTED    2 0
 KV0460
 KV0460.Superseded values are not recommended for survey control.
 KV0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0460.See file dsdata.txt to determine how the superseded data were derived.
 KV0460
 KV0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL793146(NAD 83)
 KV0460_MARKER: DB = BENCH MARK DISK
 KV0460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0460_SP_SET: BUILDING
 KV0460_STAMPING: K 62 1962
 KV0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0460
 KV0460  HISTORY     - Date     Condition        Report By
 KV0460  HISTORY     - 1962     MONUMENTED       CGS
 KV0460  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV0460
 KV0460                          STATION DESCRIPTION
 KV0460
 KV0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KV0460'0.5 MI SW FROM SECAUCUS.
 KV0460'0.5 MILE SOUTHWEST ON COUNTY AVENUE FROM THE LINCOLN SCHOOL IN
 KV0460'SECAUCUS.  85 FEET WEST OF THE CENTER LINE OF COUNTY AVENUE, 2
 KV0460'FEET WEST OF THE NORTHEAST CORNER OF BUILDING AND 2 FEET ABOVE THE
 KV0460'LEVEL OF THE GROUND.  SET VERTICALLY IN THE NORTH BRICK WALL AT
 KV0460'THE NORTHEAST CORNER OF THE SQUARE D. COMPANY BUILDING.
 KV0460
 KV0460                          STATION RECOVERY (1989)
 KV0460
 KV0460'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0703 ***********************************************************************
 JU0703  DESIGNATION -  K 63
 JU0703  PID         -  JU0703
 JU0703  STATE/COUNTY-  NJ/CAMDEN
 JU0703  USGS QUAD   -  CAMDEN (1995)
 JU0703
 JU0703                         *CURRENT SURVEY CONTROL
 JU0703  ___________________________________________________________________
 JU0703* NAD 83(1986)-  39 54 08.     (N)    075 04 55.     (W)     SCALED    
 JU0703* NAVD 88     -         8.149  (meters)      26.74   (feet)  ADJUSTED  
 JU0703  ___________________________________________________________________
 JU0703  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JU0703  DYNAMIC HT  -           8.146 (meters)      26.73  (feet)  COMP
 JU0703  MODELED GRAV-     980,189.3   (mgal)                       NAVD 88
 JU0703
 JU0703  VERT ORDER  -  FIRST     CLASS I
 JU0703
 JU0703.The horizontal coordinates were scaled from a topographic map and have
 JU0703.an estimated accuracy of +/- 6 seconds.
 JU0703
 JU0703.The orthometric height was determined by differential leveling
 JU0703.and adjusted by the National Geodetic Survey in June 1991..
 JU0703
 JU0703.The geoid height was determined by GEOID03.
 JU0703
 JU0703.The dynamic height is computed by dividing the NAVD 88
 JU0703.geopotential number by the normal gravity value computed on the
 JU0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0703.degrees latitude (g = 980.6199 gals.).
 JU0703
 JU0703.The modeled gravity was interpolated from observed gravity values.
 JU0703
 JU0703;                    North         East    Units  Estimated Accuracy
 JU0703;SPC NJ       -   118,820.      100,240.      MT  (+/- 180 meters Scaled)
 JU0703
 JU0703                          SUPERSEDED SURVEY CONTROL
 JU0703
 JU0703  NGVD 29 (??/??/??)    8.494  (m)           27.87   (f) ADJUSTED    1 1
 JU0703
 JU0703.Superseded values are not recommended for survey control.
 JU0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0703.See file dsdata.txt to determine how the superseded data were derived.
 JU0703
 JU0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK929169(NAD 83)
 JU0703_MARKER: DB = BENCH MARK DISK
 JU0703_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0703_SP_SET: CONCRETE ABUTMENT
 JU0703_STAMPING: K 63 1963
 JU0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0703
 JU0703  HISTORY     - Date     Condition        Report By
 JU0703  HISTORY     - 1963     MONUMENTED       CGS
 JU0703  HISTORY     - 1964     GOOD             CGS
 JU0703  HISTORY     - 19941010 POOR             USPSQD
 JU0703  HISTORY     - 19980111 MARK NOT FOUND   USPSQD
 JU0703
 JU0703                          STATION DESCRIPTION
 JU0703
 JU0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0703'0.7 MI NW FROM AUDUBON.
 JU0703'0.7 MILE NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0703'LINES FROM THE STATION AT AUDOBON, AT OAKLYN, AT THE OVERPASS
 JU0703'OVER W. CLINTON AVENUE, SET ON TOP OF THE SOUTHWEST END OF THE
 JU0703'NORTHWEST CONCRETE ABUTMENT, 94 FEET NORTHWEST OF NORTH CORNER
 JU0703'OF A WAITING PLATFORM ON SOUTHWEST SIDE OF TRACK, 21 FEET
 JU0703'SOUTHWEST OF SOUTHWEST RAIL, AND ABOUT 1 FOOT BELOW LEVEL OF
 JU0703'TRACK.
 JU0703
 JU0703                          STATION RECOVERY (1994)
 JU0703
 JU0703'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0703'MARK RECOVERED IN POOR CONDITION.
 JU0703
 JU0703                          STATION RECOVERY (1998)
 JU0703
 JU0703'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0538 ***********************************************************************
 JU0538  DESIGNATION -  K 64
 JU0538  PID         -  JU0538
 JU0538  STATE/COUNTY-  NJ/ATLANTIC
 JU0538  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0538
 JU0538                         *CURRENT SURVEY CONTROL
 JU0538  ___________________________________________________________________
 JU0538* NAD 83(1986)-  39 25 25.     (N)    074 30 06.     (W)     SCALED    
 JU0538* NAVD 88     -         9.336  (meters)      30.63   (feet)  ADJUSTED  
 JU0538  ___________________________________________________________________
 JU0538  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JU0538  DYNAMIC HT  -           9.332 (meters)      30.62  (feet)  COMP
 JU0538  MODELED GRAV-     980,119.7   (mgal)                       NAVD 88
 JU0538
 JU0538  VERT ORDER  -  FIRST     CLASS I
 JU0538
 JU0538.The horizontal coordinates were scaled from a topographic map and have
 JU0538.an estimated accuracy of +/- 6 seconds.
 JU0538
 JU0538.The orthometric height was determined by differential leveling
 JU0538.and adjusted by the National Geodetic Survey in June 1991..
 JU0538
 JU0538.The geoid height was determined by GEOID03.
 JU0538
 JU0538.The dynamic height is computed by dividing the NAVD 88
 JU0538.geopotential number by the normal gravity value computed on the
 JU0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0538.degrees latitude (g = 980.6199 gals.).
 JU0538
 JU0538.The modeled gravity was interpolated from observed gravity values.
 JU0538
 JU0538;                    North         East    Units  Estimated Accuracy
 JU0538;SPC NJ       -    65,530.      149,860.      MT  (+/- 180 meters Scaled)
 JU0538
 JU0538                          SUPERSEDED SURVEY CONTROL
 JU0538
 JU0538  NGVD 29 (??/??/??)    9.727  (m)           31.91   (f) ADJUSTED    1 1
 JU0538
 JU0538.Superseded values are not recommended for survey control.
 JU0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0538.See file dsdata.txt to determine how the superseded data were derived.
 JU0538
 JU0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ428639(NAD 83)
 JU0538_MARKER: DB = BENCH MARK DISK
 JU0538_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0538_SP_SET: OVERPASS
 JU0538_STAMPING: K 64 1963
 JU0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0538
 JU0538  HISTORY     - Date     Condition        Report By
 JU0538  HISTORY     - 1963     MONUMENTED       CGS
 JU0538  HISTORY     - 1964     GOOD             CGS
 JU0538
 JU0538                          STATION DESCRIPTION
 JU0538
 JU0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0538'AT ABSECON.
 JU0538'AT ABSECON, ALONG THE PENNSYLVANIA-READING SEASHORE LINES, AT
 JU0538'THE STATION, AT THE OVERPASS OF STATION AVENUE, SET ON TOP OF
 JU0538'NORTHEAST END OF THE NORTHWEST ABUTMENT OF THE OVERPASS, 13 FEET
 JU0538'SOUTHWEST OF THE SOUTH CONER OF THE STATION, 9.5 FEET NORTHEAST
 JU0538'OF NORTHEAST RAIL, 3 FEET SOUTHWEST OF NORTHEAST PASSENGER GUARD
 JU0538'RAIL, AND 1 1/2 FEET ABOVE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0354 ***********************************************************************
 JU0354  DESIGNATION -  K 65
 JU0354  PID         -  JU0354
 JU0354  STATE/COUNTY-  NJ/ATLANTIC
 JU0354  USGS QUAD   -  OCEAN CITY (1994)
 JU0354
 JU0354                         *CURRENT SURVEY CONTROL
 JU0354  ___________________________________________________________________
 JU0354* NAD 83(1986)-  39 21 31.     (N)    074 34 05.     (W)     SCALED    
 JU0354* NAVD 88     -         9.269  (meters)      30.41   (feet)  ADJUSTED  
 JU0354  ___________________________________________________________________
 JU0354  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 JU0354  DYNAMIC HT  -           9.265 (meters)      30.40  (feet)  COMP
 JU0354  MODELED GRAV-     980,111.2   (mgal)                       NAVD 88
 JU0354
 JU0354  VERT ORDER  -  FIRST     CLASS I
 JU0354
 JU0354.The horizontal coordinates were scaled from a topographic map and have
 JU0354.an estimated accuracy of +/- 6 seconds.
 JU0354
 JU0354.The orthometric height was determined by differential leveling
 JU0354.and adjusted by the National Geodetic Survey in June 1991..
 JU0354
 JU0354.The geoid height was determined by GEOID03.
 JU0354
 JU0354.The dynamic height is computed by dividing the NAVD 88
 JU0354.geopotential number by the normal gravity value computed on the
 JU0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0354.degrees latitude (g = 980.6199 gals.).
 JU0354
 JU0354.The modeled gravity was interpolated from observed gravity values.
 JU0354
 JU0354;                    North         East    Units  Estimated Accuracy
 JU0354;SPC NJ       -    58,310.      144,140.      MT  (+/- 180 meters Scaled)
 JU0354
 JU0354                          SUPERSEDED SURVEY CONTROL
 JU0354
 JU0354  NGVD 29 (04/16/92)    9.665  (m)           31.71   (f) ADJUSTED    1 1
 JU0354
 JU0354.Superseded values are not recommended for survey control.
 JU0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0354.See file dsdata.txt to determine how the superseded data were derived.
 JU0354
 JU0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ372566(NAD 83)
 JU0354_MARKER: DB = BENCH MARK DISK
 JU0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0354_STAMPING: K 65 1964
 JU0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0354+STABILITY: SURFACE MOTION
 JU0354
 JU0354  HISTORY     - Date     Condition        Report By
 JU0354  HISTORY     - 1964     MONUMENTED       CGS
 JU0354  HISTORY     - 1979     GOOD             NGS
 JU0354  HISTORY     - 1983     GOOD             LOCSUR
 JU0354
 JU0354                          STATION DESCRIPTION
 JU0354
 JU0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0354'3 MI SW FROM PLEASANTVILLE.
 JU0354'3.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 9 FROM THE INTERSECTION
 JU0354'OF U.S. HIGHWAYS 322 AND 40 AT PLEASANTVILLE, NEAR THE
 JU0354'INTERSECTION OF CENTRAL AVENUE, 35.8 FEET SOUTHEAST OF THE
 JU0354'CENTER LINE OF THE HIGHWAY, 62.0 FEET NORTHEAST OF THE CENTER
 JU0354'LINE OF CENTRAL AVENUE, 50.0 FEET NORTHWEST OF THE WEST CORNER
 JU0354'OF HOUSE AT 318 CENTRAL AVENUE, 5.0 FEET NORTHEAST OF THE WEST
 JU0354'CORNER POST OF FENCE AROUND HOUSE, 1.0 FOOT NORTHWEST OF THE
 JU0354'FENCE, 13.0 FEET SOUTH OF POWER POLE P 23353, ABOUT LEVEL WITH
 JU0354'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH
 JU0354'WITH THE GROUND.  NOTE-- THIS MARK IS ALSO 0.8 MILE SOUTHWEST OF
 JU0354'MILL ROAD SCHOOL.
 JU0354
 JU0354                          STATION RECOVERY (1979)
 JU0354
 JU0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0354'RECOVERED IN GOOD CONDITION.
 JU0354
 JU0354                          STATION RECOVERY (1983)
 JU0354
 JU0354'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JU0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0081 ***********************************************************************
 JU0081  DESIGNATION -  K 67
 JU0081  PID         -  JU0081
 JU0081  STATE/COUNTY-  NJ/OCEAN
 JU0081  USGS QUAD   -  WEST CREEK (1972)
 JU0081
 JU0081                         *CURRENT SURVEY CONTROL
 JU0081  ___________________________________________________________________
 JU0081* NAD 83(1986)-  39 41 27.     (N)    074 15 48.     (W)     SCALED    
 JU0081* NAVD 88     -        10.844  (meters)      35.58   (feet)  ADJUSTED  
 JU0081  ___________________________________________________________________
 JU0081  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 JU0081  DYNAMIC HT  -          10.839 (meters)      35.56  (feet)  COMP
 JU0081  MODELED GRAV-     980,162.6   (mgal)                       NAVD 88
 JU0081  OBS GRAVITY -     980,164.8   (mgal)                       GRAV_OBS
 JU0081
 JU0081  VERT ORDER  -  FIRST     CLASS I
 JU0081
 JU0081.The horizontal coordinates were scaled from a topographic map and have
 JU0081.an estimated accuracy of +/- 6 seconds.
 JU0081
 JU0081.The orthometric height was determined by differential leveling
 JU0081.and adjusted by the National Geodetic Survey in June 1991..
 JU0081
 JU0081.The geoid height was determined by GEOID03.
 JU0081
 JU0081.The dynamic height is computed by dividing the NAVD 88
 JU0081.geopotential number by the normal gravity value computed on the
 JU0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0081.degrees latitude (g = 980.6199 gals.).
 JU0081
 JU0081.The modeled gravity was interpolated from observed gravity values.
 JU0081.The observed gravity was obtained from relative gravimeter ties
 JU0081.to the IGSN71 gravity network.
 JU0081
 JU0081;                    North         East    Units  Estimated Accuracy
 JU0081;SPC NJ       -    95,220.      170,300.      MT  (+/- 180 meters Scaled)
 JU0081
 JU0081                          SUPERSEDED SURVEY CONTROL
 JU0081
 JU0081  NGVD 29 (04/16/92)   11.226  (m)           36.83   (f) ADJUSTED    1 1
 JU0081
 JU0081.Superseded values are not recommended for survey control.
 JU0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0081.See file dsdata.txt to determine how the superseded data were derived.
 JU0081
 JU0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ631937(NAD 83)
 JU0081_MARKER: DB = BENCH MARK DISK
 JU0081_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0081_SP_SET: 34 FEET
 JU0081_STAMPING: K 67 1964
 JU0081_MARK LOGO: CGS   
 JU0081_PROJECTION: PROJECTING 5 CENTIMETERS
 JU0081_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0081+SATELLITE: SATELLITE OBSERVATIONS - January 31, 1995
 JU0081_ROD/PIPE-DEPTH: 10   meters
 JU0081
 JU0081  HISTORY     - Date     Condition        Report By
 JU0081  HISTORY     - 1964     MONUMENTED       CGS
 JU0081  HISTORY     - 1979     GOOD             NGS
 JU0081  HISTORY     - 1987     GOOD             USPSQD
 JU0081  HISTORY     - 1987     GOOD             USPSQD
 JU0081  HISTORY     - 19941010 GOOD             USPSQD
 JU0081  HISTORY     - 19950131 GOOD             NJGS
 JU0081
 JU0081                          STATION DESCRIPTION
 JU0081
 JU0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0081'0.4 MI SW FROM MANAHAWKIN.
 JU0081'ABOUT 0.4 MILE SOUTHWEST ALONG U.S. HIGHWAY 9 FROM THE JUNCTION
 JU0081'OF STATE HIGHWAY 72 AT MANAHAWKIN, AT THE SOUTH CORNER OF CEDAR
 JU0081'RUN CEMETERY, 31.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 JU0081'HIGHWAY, 7.5 FEET NORTHWEST OF THE CORNER POST AT THE SOUTH CORNER
 JU0081'OF THE CEMETERY, 19.5 FEET SOUTH OF THE SOUTH CORNER OF THE
 JU0081'TOMBSTONE OF THE SALMONS FAMILY, 1.0 FOOT SOUTHWEST OF THE FENCE
 JU0081'ALONG THE SOUTHWEST SIDE OF THE CEMETERY, 1.0 FOOT SOUTHEAST OF
 JU0081'A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY
 JU0081'AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD PROJECTING 4
 JU0081'INCHES AND PROTECTED BY A 8-INCH SQUARE TILE PROJECTING 5 INCHES.
 JU0081'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 34 FEET.
 JU0081
 JU0081                          STATION RECOVERY (1979)
 JU0081
 JU0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0081'RECOVERED IN GOOD CONDITION.
 JU0081
 JU0081                          STATION RECOVERY (1987)
 JU0081
 JU0081'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0081'RECOVERED IN GOOD CONDITION.
 JU0081
 JU0081                          STATION RECOVERY (1987)
 JU0081
 JU0081'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0081'RECOVERED IN GOOD CONDITION.
 JU0081
 JU0081                          STATION RECOVERY (1994)
 JU0081
 JU0081'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0081'RECOVERED IN GOOD CONDITION.
 JU0081
 JU0081                          STATION RECOVERY (1995)
 JU0081
 JU0081'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0081'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE TILE PIPE
 JU0081'PROTECTING THE MARK IS MISSING, THE STATION NOW PROJECTS ABOUT 5
 JU0081'INCHES ABOVE THE GROUND AND THE DISK ITSELF IS SLIGHTLY BENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0047 ***********************************************************************
 JU0047  DESIGNATION -  K 68
 JU0047  PID         -  JU0047
 JU0047  STATE/COUNTY-  NJ/OCEAN
 JU0047  USGS QUAD   -  TOMS RIVER (1989)
 JU0047
 JU0047                         *CURRENT SURVEY CONTROL
 JU0047  ___________________________________________________________________
 JU0047* NAD 83(1986)-  39 54 04.     (N)    074 09 20.     (W)     SCALED    
 JU0047* NAVD 88     -         3.871  (meters)      12.70   (feet)  ADJUSTED  
 JU0047  ___________________________________________________________________
 JU0047  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU0047  DYNAMIC HT  -           3.869 (meters)      12.69  (feet)  COMP
 JU0047  MODELED GRAV-     980,162.3   (mgal)                       NAVD 88
 JU0047
 JU0047  VERT ORDER  -  FIRST     CLASS I
 JU0047
 JU0047.The horizontal coordinates were scaled from a topographic map and have
 JU0047.an estimated accuracy of +/- 6 seconds.
 JU0047
 JU0047.The orthometric height was determined by differential leveling
 JU0047.and adjusted by the National Geodetic Survey in June 1991..
 JU0047
 JU0047.The geoid height was determined by GEOID03.
 JU0047
 JU0047.The dynamic height is computed by dividing the NAVD 88
 JU0047.geopotential number by the normal gravity value computed on the
 JU0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0047.degrees latitude (g = 980.6199 gals.).
 JU0047
 JU0047.The modeled gravity was interpolated from observed gravity values.
 JU0047
 JU0047;                    North         East    Units  Estimated Accuracy
 JU0047;SPC NJ       -   118,590.      179,450.      MT  (+/- 180 meters Scaled)
 JU0047
 JU0047                          SUPERSEDED SURVEY CONTROL
 JU0047
 JU0047  NGVD 29 (04/16/92)    4.235  (m)           13.89   (f) ADJUSTED    1 1
 JU0047
 JU0047.Superseded values are not recommended for survey control.
 JU0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0047.See file dsdata.txt to determine how the superseded data were derived.
 JU0047
 JU0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK721171(NAD 83)
 JU0047_MARKER: DB = BENCH MARK DISK
 JU0047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0047_SP_SET: BRIDGE
 JU0047_STAMPING: K 68 1964
 JU0047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0047
 JU0047  HISTORY     - Date     Condition        Report By
 JU0047  HISTORY     - 1964     MONUMENTED       CGS
 JU0047  HISTORY     - 1979     SEE DESCRIPTION  NGS
 JU0047  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0047  HISTORY     - 19990722 GOOD             USPSQD
 JU0047
 JU0047                          STATION DESCRIPTION
 JU0047
 JU0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0047'0.2 MI N FROM BAYVILLE.
 JU0047'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 9 FROM THE POST OFFICE
 JU0047'AT BAYVILLE, SET IN THE TOP AT THE EAST END OF THE SOUTH CONCRETE
 JU0047'ABUTMENT OF A 8 FOOT BRIDGE OVER POTTER CREEK, 23.0 FEET EAST OF
 JU0047'THE CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 JU0047
 JU0047                          STATION RECOVERY (1979)
 JU0047
 JU0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0047'NOTE--MARK IS NOW INACCESSIBLE DUE TO A LARGE METAL WATER PIPE
 JU0047'HAS BEEN CONSTRUCTED OVER IT.
 JU0047
 JU0047                          STATION RECOVERY (1987)
 JU0047
 JU0047'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0047'MARK NOT FOUND.
 JU0047
 JU0047                          STATION RECOVERY (1999)
 JU0047
 JU0047'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0855 ***********************************************************************
 KV0855  DESIGNATION -  K 69
 KV0855  PID         -  KV0855
 KV0855  STATE/COUNTY-  NJ/OCEAN
 KV0855  USGS QUAD   -  POINT PLEASANT (1989)
 KV0855
 KV0855                         *CURRENT SURVEY CONTROL
 KV0855  ___________________________________________________________________
 KV0855* NAD 83(1986)-  40 03 38.     (N)    074 02 50.     (W)     SCALED    
 KV0855* NAVD 88     -         1.621  (meters)       5.32   (feet)  ADJUSTED  
 KV0855  ___________________________________________________________________
 KV0855  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV0855  DYNAMIC HT  -           1.620 (meters)       5.32  (feet)  COMP
 KV0855  MODELED GRAV-     980,158.3   (mgal)                       NAVD 88
 KV0855
 KV0855  VERT ORDER  -  FIRST     CLASS I
 KV0855
 KV0855.The horizontal coordinates were scaled from a topographic map and have
 KV0855.an estimated accuracy of +/- 6 seconds.
 KV0855
 KV0855.The orthometric height was determined by differential leveling
 KV0855.and adjusted by the National Geodetic Survey in June 1991..
 KV0855.WARNING-Repeat measurements at this control monument indicate possible
 KV0855.vertical movement.
 KV0855
 KV0855.The geoid height was determined by GEOID03.
 KV0855
 KV0855.The dynamic height is computed by dividing the NAVD 88
 KV0855.geopotential number by the normal gravity value computed on the
 KV0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0855.degrees latitude (g = 980.6199 gals.).
 KV0855
 KV0855.The modeled gravity was interpolated from observed gravity values.
 KV0855
 KV0855;                    North         East    Units  Estimated Accuracy
 KV0855;SPC NJ       -   136,340.      188,630.      MT  (+/- 180 meters Scaled)
 KV0855
 KV0855                          SUPERSEDED SURVEY CONTROL
 KV0855
 KV0855  NGVD 29 (04/16/92)    1.961  (m)            6.43   (f) ADJUSTED    1 1
 KV0855
 KV0855.Superseded values are not recommended for survey control.
 KV0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0855.See file dsdata.txt to determine how the superseded data were derived.
 KV0855
 KV0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK812349(NAD 83)
 KV0855_MARKER: DB = BENCH MARK DISK
 KV0855_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0855_SP_SET: CONC FOUNDATION
 KV0855_STAMPING: K 69 1964
 KV0855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0855
 KV0855  HISTORY     - Date     Condition        Report By
 KV0855  HISTORY     - 1964     MONUMENTED       CGS
 KV0855  HISTORY     - 1979     GOOD             NGS
 KV0855  HISTORY     - 1987     GOOD             USPSQD
 KV0855  HISTORY     - 1987     POOR             USPSQD
 KV0855  HISTORY     - 1990     POOR             USPSQD
 KV0855
 KV0855                          STATION DESCRIPTION
 KV0855
 KV0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0855'1.4 MI N FROM NORMANDY BEACH.
 KV0855'1.45 MILES NORTH ALONG OCEAN AVENUE (STATE HIGHWAY 35) FROM
 KV0855'THE JUNCTION OF COUNTY ROAD 528 AT MANTOLOKING, 287 FEET WEST
 KV0855'ALONG STRICKLAND STREET FROM THE CENTER LINE OF THE AVENUE,
 KV0855'AT THE WEST END OF THE STREET AND IN LINE WITH THE CENTER LINE
 KV0855'OF THE AVENUE, AT THE WEST END OF THE STREET AND IN LINE WITH THE
 KV0855'CENTER LINE OF THE STREET, AT A SEWAGE PUMP HOUSE, 2.6 FEET NORTH
 KV0855'OF THE NORTHEAST CORNER OF THE BUILDING, 1.0 FOOT ABOVE THE
 KV0855'GROUND AND SET IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 KV0855'FOUNDATION.  NOTE-- MARK MAY ALSO BE REACHED BY GOING 0.15 MILE
 KV0855'EAST ALONG BRIDGE AVENUE FROM THE POST OFFICE AT BAY HEAD,
 KV0855'THENCE 0.65 MILE SOUTH ALONG MAIN AVENUE (STATE HIGHWAY 35).
 KV0855
 KV0855                          STATION RECOVERY (1979)
 KV0855
 KV0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0855'RECOVERED IN GOOD CONDITION.
 KV0855
 KV0855                          STATION RECOVERY (1987)
 KV0855
 KV0855'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0855'RECOVERED IN GOOD CONDITION.
 KV0855
 KV0855                          STATION RECOVERY (1987)
 KV0855
 KV0855'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0855'MARK RECOVERED IN POOR CONDITION.
 KV0855
 KV0855                          STATION RECOVERY (1990)
 KV0855
 KV0855'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0855'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0194 ***********************************************************************
 JU0194  DESIGNATION -  K 7
 JU0194  PID         -  JU0194
 JU0194  STATE/COUNTY-  NJ/OCEAN
 JU0194  USGS QUAD   -  BEACH HAVEN (1977)
 JU0194
 JU0194                         *CURRENT SURVEY CONTROL
 JU0194  ___________________________________________________________________
 JU0194* NAD 83(1986)-  39 35 10.     (N)    074 13 26.     (W)     SCALED    
 JU0194* NAVD 88     -         1.510  (meters)       4.95   (feet)  ADJUSTED  
 JU0194  ___________________________________________________________________
 JU0194  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JU0194  DYNAMIC HT  -           1.510 (meters)       4.95  (feet)  COMP
 JU0194  MODELED GRAV-     980,140.6   (mgal)                       NAVD 88
 JU0194
 JU0194  VERT ORDER  -  FIRST     CLASS I
 JU0194
 JU0194.The horizontal coordinates were scaled from a topographic map and have
 JU0194.an estimated accuracy of +/- 6 seconds.
 JU0194
 JU0194.The orthometric height was determined by differential leveling
 JU0194.and adjusted by the National Geodetic Survey in April 1997..
 JU0194
 JU0194.The geoid height was determined by GEOID03.
 JU0194
 JU0194.The dynamic height is computed by dividing the NAVD 88
 JU0194.geopotential number by the normal gravity value computed on the
 JU0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0194.degrees latitude (g = 980.6199 gals.).
 JU0194
 JU0194.The modeled gravity was interpolated from observed gravity values.
 JU0194
 JU0194;                    North         East    Units  Estimated Accuracy
 JU0194;SPC NJ       -    83,600.      173,720.      MT  (+/- 180 meters Scaled)
 JU0194
 JU0194                          SUPERSEDED SURVEY CONTROL
 JU0194
 JU0194  NAVD 88 (06/15/91)    1.533  (m)            5.03   (f) UNKNOWN     1 1
 JU0194  NGVD 29 (??/??/??)    1.915  (m)            6.28   (f) ADJUSTED    1 1
 JU0194
 JU0194.Superseded values are not recommended for survey control.
 JU0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0194.See file dsdata.txt to determine how the superseded data were derived.
 JU0194
 JU0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ666821(NAD 83)
 JU0194_MARKER: DB = BENCH MARK DISK
 JU0194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0194_SP_SET: STANDPIPE BASE
 JU0194_STAMPING: K 7 1930 6.545
 JU0194_MARK LOGO: CGS   
 JU0194_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0194+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1996
 JU0194
 JU0194  HISTORY     - Date     Condition        Report By
 JU0194  HISTORY     - 1930     MONUMENTED       CGS
 JU0194  HISTORY     - 1964     GOOD             CGS
 JU0194  HISTORY     - 1984     POOR             USPSQD
 JU0194  HISTORY     - 1988     GOOD             USPSQD
 JU0194  HISTORY     - 19950130 GOOD             NJGS
 JU0194  HISTORY     - 19960702 GOOD             NJGS
 JU0194
 JU0194                          STATION DESCRIPTION
 JU0194
 JU0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0194'AT BEACH HAVEN TERRACE.
 JU0194'ON LONG BEACH ISLAND, AT BEACH HAVEN TERRACE, SET IN THE TOP AND
 JU0194'AT THE SOUTHEAST SIDE OF THE ROUND CONCRETE BASE WHICH SUPPORTS
 JU0194'THE LONG BEACH STANDPIPE, 153 FEET NORTHWEST OF THE CENTER LINE
 JU0194'OF BAY AVENUE AND ABOUT LEVEL WITH THE AVENUE.
 JU0194
 JU0194                          STATION RECOVERY (1984)
 JU0194
 JU0194'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0194'PAINTED OVER WHITE--HARD TO READ.
 JU0194
 JU0194                          STATION RECOVERY (1988)
 JU0194
 JU0194'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU0194'RECOVERED IN GOOD CONDITION.
 JU0194
 JU0194                          STATION RECOVERY (1995)
 JU0194
 JU0194'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0194'RECOVERED AS DESCRIBED.
 JU0194
 JU0194                          STATION RECOVERY (1996)
 JU0194
 JU0194'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 JU0194'THE STATION IS LOCATED IN LONG BEACH TOWNSHIP IN THE COMMUNITY OF
 JU0194'BEACH HAVEN TERRACE, ON THE GROUNDS OF LONG BEACH TOWNSHIP WATER AND
 JU0194'SEWER FACILITY, LOCATED BETWEEN NEW JERSEY AVENUE (130TH STREET) AND
 JU0194'PENNSYLVANIA AVENUE (131ST STREET) .  TO REACH THE STATION FROM THE
 JU0194'INTERSECTION OF 9TH STREET, THE EASTBOUND LANES OF STATE ROUTE 72 AND
 JU0194'LONG BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM, GO SOUTHWEST ON
 JU0194'LONG BEACH BOULEVARD FOR 5.15 MI (8.29 KM) TO THE INTERSECTION WITH
 JU0194'NEW JERSEY AVENUE ON THE RIGHT.  TURN RIGHT AND GO 0.05 MI (0.08 KM)
 JU0194'NORTHWEST ON NEW JERSEY AVENUE TO THE FACILITY ENTRANCE ON THE LEFT
 JU0194'AND THE STANDPIPE AHEAD.  THE STATION IS SET ON THE EAST SOUTHEAST
 JU0194'SIDE OF THE CONCRETE BASE SURROUNDING THE STANDPIPE AND IS RECESSED
 JU0194'ABOUT 0.2 FT (6.1 CM) BELOW THE TOP OF THE BASE.  THE STATION IS 82.2
 JU0194'FT (25.1 M) SOUTH SOUTHWEST FROM THE SOUTHWEST CURB OF NEW JERSEY
 JU0194'AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0720 ***********************************************************************
 KV0720  DESIGNATION -  K 70
 KV0720  PID         -  KV0720
 KV0720  STATE/COUNTY-  NJ/MONMOUTH
 KV0720  USGS QUAD   -  SANDY HOOK (1981)
 KV0720
 KV0720                         *CURRENT SURVEY CONTROL
 KV0720  ___________________________________________________________________
 KV0720* NAD 83(1986)-  40 24 22.     (N)    074 00 39.     (W)     SCALED    
 KV0720* NAVD 88     -        38.731  (meters)     127.07   (feet)  ADJUSTED  
 KV0720  ___________________________________________________________________
 KV0720  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV0720  DYNAMIC HT  -          38.714 (meters)     127.01  (feet)  COMP
 KV0720  MODELED GRAV-     980,194.9   (mgal)                       NAVD 88
 KV0720
 KV0720  VERT ORDER  -  FIRST     CLASS II
 KV0720
 KV0720.The horizontal coordinates were scaled from a topographic map and have
 KV0720.an estimated accuracy of +/- 6 seconds.
 KV0720
 KV0720.The orthometric height was determined by differential leveling
 KV0720.and adjusted by the National Geodetic Survey in June 1991..
 KV0720.WARNING-Repeat measurements at this control monument indicate possible
 KV0720.vertical movement.
 KV0720
 KV0720.The geoid height was determined by GEOID03.
 KV0720
 KV0720.The dynamic height is computed by dividing the NAVD 88
 KV0720.geopotential number by the normal gravity value computed on the
 KV0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0720.degrees latitude (g = 980.6199 gals.).
 KV0720
 KV0720.The modeled gravity was interpolated from observed gravity values.
 KV0720
 KV0720;                    North         East    Units  Estimated Accuracy
 KV0720;SPC NJ       -   174,720.      191,520.      MT  (+/- 180 meters Scaled)
 KV0720
 KV0720                          SUPERSEDED SURVEY CONTROL
 KV0720
 KV0720  NGVD 29 (01/10/92)   39.050  (m)          128.12   (f) ADJUSTED    1 2
 KV0720
 KV0720.Superseded values are not recommended for survey control.
 KV0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0720.See file dsdata.txt to determine how the superseded data were derived.
 KV0720
 KV0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK839733(NAD 83)
 KV0720_MARKER: DB = BENCH MARK DISK
 KV0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0720_STAMPING: K 70 1964
 KV0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0720+STABILITY: SURFACE MOTION
 KV0720
 KV0720  HISTORY     - Date     Condition        Report By
 KV0720  HISTORY     - 1964     MONUMENTED       CGS
 KV0720  HISTORY     - 1979     GOOD             NGS
 KV0720  HISTORY     - 19920728 MARK NOT FOUND   USPSQD
 KV0720
 KV0720                          STATION DESCRIPTION
 KV0720
 KV0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0720'1.7 MI W FROM HIGHLANDS.
 KV0720'1.7 MILES WEST ALONG STATE HIGHWAY 36 FROM THE WEST END OF
 KV0720'STATE HIGHWAY 36 BRIDGE OVER SHREWSBURY RIVER, WHERE THE HIGHWAY
 KV0720'STARTS ITS GRADE, 26.4 FEET NORTH OF THE CENTER LINE OF THE
 KV0720'WEST-BOUND LANE OF STATE HIGHWAY 36, 25.8 FEET EAST OF THE
 KV0720'EAST END OF A DRAINAGE CULVERT, 10.5 FEET SOUTH OF THE NORTH
 KV0720'EDGE OF BANK, 2.4 FEET EAST OF POWER LINE POLE NUMBER BT 5385
 KV0720'MDT, 1.8 FEET NORTH OF A GUARD RAIL, ABOUT LEVEL WITH HIGHWAY AND
 KV0720'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 KV0720'ABOVE THE SURFACE OF THE GROUND.
 KV0720
 KV0720                          STATION RECOVERY (1979)
 KV0720
 KV0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0720'RECOVERED IN GOOD CONDITION.
 KV0720
 KV0720                          STATION RECOVERY (1992)
 KV0720
 KV0720'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0033 ***********************************************************************
 KV0033  DESIGNATION -  K 71
 KV0033  PID         -  KV0033
 KV0033  STATE/COUNTY-  NJ/MIDDLESEX
 KV0033  USGS QUAD   -  PERTH AMBOY (1981)
 KV0033
 KV0033                         *CURRENT SURVEY CONTROL
 KV0033  ___________________________________________________________________
 KV0033* NAD 83(1986)-  40 35 11.     (N)    074 17 32.     (W)     SCALED    
 KV0033* NAVD 88     -        16.856  (meters)      55.30   (feet)  ADJUSTED  
 KV0033  ___________________________________________________________________
 KV0033  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KV0033  DYNAMIC HT  -          16.849 (meters)      55.28  (feet)  COMP
 KV0033  MODELED GRAV-     980,211.2   (mgal)                       NAVD 88
 KV0033
 KV0033  VERT ORDER  -  FIRST     CLASS I
 KV0033
 KV0033.The horizontal coordinates were scaled from a topographic map and have
 KV0033.an estimated accuracy of +/- 6 seconds.
 KV0033
 KV0033.The orthometric height was determined by differential leveling
 KV0033.and adjusted by the National Geodetic Survey in June 1991..
 KV0033
 KV0033.The geoid height was determined by GEOID03.
 KV0033
 KV0033.The dynamic height is computed by dividing the NAVD 88
 KV0033.geopotential number by the normal gravity value computed on the
 KV0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0033.degrees latitude (g = 980.6199 gals.).
 KV0033
 KV0033.The modeled gravity was interpolated from observed gravity values.
 KV0033
 KV0033;                    North         East    Units  Estimated Accuracy
 KV0033;SPC NJ       -   194,640.      167,590.      MT  (+/- 180 meters Scaled)
 KV0033
 KV0033                          SUPERSEDED SURVEY CONTROL
 KV0033
 KV0033  NGVD 29 (04/16/92)   17.172  (m)           56.34   (f) ADJUSTED    1 1
 KV0033
 KV0033.Superseded values are not recommended for survey control.
 KV0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0033.See file dsdata.txt to determine how the superseded data were derived.
 KV0033
 KV0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK598930(NAD 83)
 KV0033_MARKER: DB = BENCH MARK DISK
 KV0033_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0033_SP_SET: AIR CONDITION WALL
 KV0033_STAMPING: K 71 1965
 KV0033_MARK LOGO: CGS   
 KV0033_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0033+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2004
 KV0033
 KV0033  HISTORY     - Date     Condition        Report By
 KV0033  HISTORY     - 1965     MONUMENTED       CGS
 KV0033  HISTORY     - 1989     GOOD             USPSQD
 KV0033  HISTORY     - 20040407 GOOD             GEOCAC
 KV0033  HISTORY     - 20040706 GOOD             NJGS
 KV0033
 KV0033                          STATION DESCRIPTION
 KV0033
 KV0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0033'AT COLONIA.
 KV0033'AT COLONIA, ALONG ST. GEORGES AVENUE, ABOUT 100 YARDS NORTH OF
 KV0033'THE JUNCTION OF LONGHILL ROAD, ALONG THE WEST SIDE OF THE FIRST
 KV0033'BANK AND TRUST COMPANY BUILDING, SET IN THE TOP OF THE SOUTHWEST
 KV0033'CORNER OF THE CONCRETE WALL AROUND THE AIRCONDITIONING VENT, 85
 KV0033'FEET WEST OF THE WEST CURB OF ST. GEORGES AVENUE, 8.6 FEET NORTH
 KV0033'OF THE SOUTHWEST CORNER OF THE BUILDING, 7 FEET SOUTHWEST OF THE
 KV0033'SOUTH EDGE OF THE GLASS PANEL OF WEST ENTRANCE TO BUILDING AND
 KV0033'ABOUT LEVEL WITH ST. GEORGES AVENUE.
 KV0033
 KV0033                          STATION RECOVERY (1989)
 KV0033
 KV0033'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0033'RECOVERED IN GOOD CONDITION.
 KV0033
 KV0033                          STATION RECOVERY (2004)
 KV0033
 KV0033'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 KV0033'HANDHELD COORDINATES ARE N40-35.168 W074-17.551
 KV0033
 KV0033                          STATION RECOVERY (2004)
 KV0033
 KV0033'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2004 (RJK)
 KV0033'THE STATION WAS RECOVERED IN GOOD CONDITION. NOTE CHANGES-- THE
 KV0033'STATION IS LOCATED IN WOODBRIDGE.  THE STATION IS LOCATED IN THE REAR
 KV0033'ENTRANCE OF  THE UNITY BANK BUILDING (ONE STORY STUCCO) IN THE CONRETE
 KV0033'WALL FOR THE AIR CONDITIONING  UNIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0647 ***********************************************************************
 KV0647  DESIGNATION -  K 72
 KV0647  PID         -  KV0647
 KV0647  STATE/COUNTY-  NJ/MORRIS
 KV0647  USGS QUAD   -  MORRISTOWN (1981)
 KV0647
 KV0647                         *CURRENT SURVEY CONTROL
 KV0647  ___________________________________________________________________
 KV0647* NAD 83(1986)-  40 47 50.     (N)    074 25 32.     (W)     SCALED    
 KV0647* NAVD 88     -        55.285  (meters)     181.38   (feet)  ADJUSTED  
 KV0647  ___________________________________________________________________
 KV0647  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV0647  DYNAMIC HT  -          55.261 (meters)     181.30  (feet)  COMP
 KV0647  MODELED GRAV-     980,191.3   (mgal)                       NAVD 88
 KV0647
 KV0647  VERT ORDER  -  SECOND    CLASS 0
 KV0647
 KV0647.This mark is at Morristown Airport (MMU)
 KV0647
 KV0647.The horizontal coordinates were scaled from a topographic map and have
 KV0647.an estimated accuracy of +/- 6 seconds.
 KV0647
 KV0647.The orthometric height was determined by differential leveling
 KV0647.and adjusted by the National Geodetic Survey in June 1991..
 KV0647
 KV0647.The geoid height was determined by GEOID03.
 KV0647
 KV0647.The dynamic height is computed by dividing the NAVD 88
 KV0647.geopotential number by the normal gravity value computed on the
 KV0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0647.degrees latitude (g = 980.6199 gals.).
 KV0647
 KV0647.The modeled gravity was interpolated from observed gravity values.
 KV0647
 KV0647;                    North         East    Units  Estimated Accuracy
 KV0647;SPC NJ       -   218,030.      156,280.      MT  (+/- 180 meters Scaled)
 KV0647
 KV0647                          SUPERSEDED SURVEY CONTROL
 KV0647
 KV0647  NGVD 29 (??/??/??)   55.568  (m)          182.31   (f) ADJUSTED    2 0
 KV0647
 KV0647.Superseded values are not recommended for survey control.
 KV0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0647.See file dsdata.txt to determine how the superseded data were derived.
 KV0647
 KV0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL484164(NAD 83)
 KV0647_MARKER: DB = BENCH MARK DISK
 KV0647_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV0647+WITH SETTING: PAVEMENT
 KV0647_SP_SET: CONCRETE FLOOR
 KV0647_STAMPING: K 72 1966
 KV0647_MARK LOGO: CGS   
 KV0647_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0647+STABILITY: SURFACE MOTION
 KV0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0647+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1989
 KV0647
 KV0647  HISTORY     - Date     Condition        Report By
 KV0647  HISTORY     - 1966     MONUMENTED       CGS
 KV0647  HISTORY     - 1972     GOOD             NGS
 KV0647  HISTORY     - 1977     GOOD             NGS
 KV0647  HISTORY     - 1988     GOOD             USPSQD
 KV0647  HISTORY     - 19891006 GOOD             NJGS
 KV0647  HISTORY     - 19950409 GOOD             USPSQD
 KV0647
 KV0647                          STATION DESCRIPTION
 KV0647
 KV0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV0647'2 MI W FROM FLORHAM PARK.
 KV0647'THIS MARK IS LOCATED ON THE MORRISTOWN MUNICIPAL AIRPORT.  IT
 KV0647'IS SET IN THE CONCRETE FLOOR OF THE SOUTHEAST SIDE OF THE
 KV0647'CHATHAM AVIATION HANGAR.  IT IS 5.6 FEET NORTHEAST OF THE
 KV0647'DOOR ENTRANCE INTO THE HANGAR, 1.1 FEET SOUTHWEST OF THE NORTHEAST
 KV0647'END OF THE LARGE SLIDING HANGAR DOORS.  A STANDARD BENCH MARK
 KV0647'DISK SET FLUSH WITH THE FLOOR OF THE HANGAR AND STAMPED K
 KV0647'72 1966.
 KV0647
 KV0647                          STATION RECOVERY (1972)
 KV0647
 KV0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KV0647'RECOVERED IN GOOD CONDITION.
 KV0647
 KV0647                          STATION RECOVERY (1977)
 KV0647
 KV0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KV0647'RECOVERED IN GOOD CONDITION.
 KV0647
 KV0647                          STATION RECOVERY (1988)
 KV0647
 KV0647'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 KV0647'RECOVERED IN GOOD CONDITION.
 KV0647
 KV0647                          STATION RECOVERY (1989)
 KV0647
 KV0647'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV0647'IN HANOVER TOWNSHIP, LOCATED IN THE MORRISTOWN MUNICIPAL AIRPORT, SET
 KV0647'IN THE CONCRETE FLOOR ON THE SOUTHEAST SIDE OF THE AERO SERVICES
 KV0647'HANGER, IT IS SET NEAR THE SOUTHWEST CORNER OF THE LARGE HANGER
 KV0647'DOORS, 0.34 M (1.12 FT) SOUTHWEST OF SAID DOORS, SET FLUSH WITH THE
 KV0647'FLOOR.
 KV0647
 KV0647                          STATION RECOVERY (1995)
 KV0647
 KV0647'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0967 ***********************************************************************
 KV0967  DESIGNATION -  K 73
 KV0967  PID         -  KV0967
 KV0967  STATE/COUNTY-  NJ/MIDDLESEX
 KV0967  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV0967
 KV0967                         *CURRENT SURVEY CONTROL
 KV0967  ___________________________________________________________________
 KV0967* NAD 83(1986)-  40 24 19.     (N)    074 22 35.     (W)     SCALED    
 KV0967* NAVD 88     -         7.419  (meters)      24.34   (feet)  ADJUSTED  
 KV0967  ___________________________________________________________________
 KV0967  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KV0967  DYNAMIC HT  -           7.416 (meters)      24.33  (feet)  COMP
 KV0967  MODELED GRAV-     980,200.0   (mgal)                       NAVD 88
 KV0967
 KV0967  VERT ORDER  -  FIRST     CLASS II
 KV0967
 KV0967.The horizontal coordinates were scaled from a topographic map and have
 KV0967.an estimated accuracy of +/- 6 seconds.
 KV0967
 KV0967.The orthometric height was determined by differential leveling
 KV0967.and adjusted by the National Geodetic Survey in June 1991..
 KV0967
 KV0967.The geoid height was determined by GEOID03.
 KV0967
 KV0967.The dynamic height is computed by dividing the NAVD 88
 KV0967.geopotential number by the normal gravity value computed on the
 KV0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0967.degrees latitude (g = 980.6199 gals.).
 KV0967
 KV0967.The modeled gravity was interpolated from observed gravity values.
 KV0967
 KV0967;                    North         East    Units  Estimated Accuracy
 KV0967;SPC NJ       -   174,520.      160,490.      MT  (+/- 180 meters Scaled)
 KV0967
 KV0967                          SUPERSEDED SURVEY CONTROL
 KV0967
 KV0967  NGVD 29 (01/10/92)    7.748  (m)           25.42   (f) ADJUSTED    1 2
 KV0967
 KV0967.Superseded values are not recommended for survey control.
 KV0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0967.See file dsdata.txt to determine how the superseded data were derived.
 KV0967
 KV0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK529729(NAD 83)
 KV0967_MARKER: DB = BENCH MARK DISK
 KV0967_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 KV0967+WITH SETTING: INTO GROUND
 KV0967_STAMPING: K 73 1974
 KV0967_MARK LOGO: NGS   
 KV0967_PROJECTION: RECESSED 5 CENTIMETERS
 KV0967_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0967+STABILITY: SURFACE MOTION
 KV0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0967+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 KV0967
 KV0967  HISTORY     - Date     Condition        Report By
 KV0967  HISTORY     - 1974     MONUMENTED       NGS
 KV0967  HISTORY     - 20020723 GOOD             NJGS
 KV0967
 KV0967                          STATION DESCRIPTION
 KV0967
 KV0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV0967'0.7 MI SW FROM OLD BRIDGE.
 KV0967'0.7 MILE SOUTHWEST ALONG BORDENTOWN AVENUE FROM THE POST OFFICE
 KV0967'AT OLD BRIDGE, IN THE ANGLE FORMED BY A BILLBOARD, DIRECTLY ACROSS
 KV0967'THE AVENUE FROM HOUSE NO. 4, 51.1 FEET SOUTHEAST OF THE CENTER
 KV0967'LINE OF THE AVENUE, 54.1 FEET NORTHWEST OF THE NORTHWEST RAIL
 KV0967'OF THE PENN CENTRAL RAILROAD, 90 FEET SOUTH OF THE CENTER OF THE
 KV0967'JUNCTION OF CLEAVLAND AVENUE, 57 FEET SOUTHEAST OF TELEPHONE POLE
 KV0967'JC-26-EBW G85-1 BEARING A STREET LIGHT, ABOUT LEVEL WITH THE
 KV0967'AVENUE, A DISK ON THE TOP OF A COPPER COATED ROD 3.5-FEET LONG
 KV0967'WITH A BASE PLATE ATTACHED.  THE UPPER PORTION OF THE ROD IS
 KV0967'ENCASED IN A PLASTIC PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND.
 KV0967'1.2 MILES NORTHEAST OF THE POST OFFICE AT SPOTWOOD.
 KV0967
 KV0967                          STATION RECOVERY (2002)
 KV0967
 KV0967'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 KV0967'THE STATION IS LOCATED THE BOROUGH OF HELMETTA, NEAR THE MUNICIPAL
 KV0967'BORDER WITH
 KV0967'SPOTSWOOD.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 18
 KV0967'AND COUNTY ROAD
 KV0967'615 IN OLD BRIDGE, GO 0.7 MI SOUTHEAST ON COUNTY ROAD 615 TO THE
 KV0967'STATION ON THE LEFT, SET
 KV0967'IN A WOODED AREA DIRECTLY ACROSS THE ROAD FROM HOUSE NUMBER 4 (1 STORY
 KV0967'FRAME).
 KV0967' 
 KV0967'THE STATION IS 15.6 M SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 615,
 KV0967'17.4 M SOUTHEAST OF
 KV0967'POLE NUMBER JC 26 EBW G85-1, 16.5 M NORTHWEST OF THE NORTHWEST RAIL OF
 KV0967'THE TRACKS, 67.0
 KV0967'M NORTH AND ALONG THE TRACKS FROM BENCHMARK D2 RESET, WHICH IN LOCATED
 KV0967'IN THE BASE OF
 KV0967'A CATENARY TOWER FOR THE TRAIN, 20.4 M SOUTHWEST OF THE NRTHWEST
 KV0967'CORNER OF THE FENCE
 KV0967'SURROUNDUNG THE CLEVELAND AVENUE SEWAGE PUMPING STATION, 0.5 M
 KV0967'NORTHWEST OF A
 KV0967'METAL WITNESS POST AND SIGN.
 KV0967'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1130 ***********************************************************************
 KV1130  DESIGNATION -  K 74
 KV1130  PID         -  KV1130
 KV1130  STATE/COUNTY-  NJ/MERCER
 KV1130  USGS QUAD   -  ALLENTOWN (1995)
 KV1130
 KV1130                         *CURRENT SURVEY CONTROL
 KV1130  ___________________________________________________________________
 KV1130* NAD 83(1996)-  40 13 51.54374(N)    074 35 44.94836(W)     ADJUSTED  
 KV1130* NAVD 88     -        31.841  (meters)     104.47   (feet)  ADJUSTED  
 KV1130  ___________________________________________________________________
 KV1130  X           -   1,295,242.816 (meters)                     COMP
 KV1130  Y           -  -4,701,009.458 (meters)                     COMP
 KV1130  Z           -   4,097,599.044 (meters)                     COMP
 KV1130  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 KV1130  ELLIP HEIGHT-          -0.90  (meters)          (10/23/02) GPS OBS
 KV1130  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV1130  DYNAMIC HT  -          31.827 (meters)     104.42  (feet)  COMP
 KV1130  MODELED GRAV-     980,197.2   (mgal)                       NAVD 88
 KV1130
 KV1130  HORZ ORDER  -  FIRST
 KV1130  VERT ORDER  -  FIRST     CLASS II
 KV1130  ELLP ORDER  -  FOURTH    CLASS I
 KV1130
 KV1130.The horizontal coordinates were established by GPS observations
 KV1130.and adjusted by the National Geodetic Survey in May 1999..
 KV1130
 KV1130.The orthometric height was determined by differential leveling
 KV1130.and adjusted by the National Geodetic Survey in June 1991..
 KV1130
 KV1130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1130
 KV1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1130
 KV1130.The ellipsoidal height was determined by GPS observations
 KV1130.and is referenced to NAD 83.
 KV1130
 KV1130.The geoid height was determined by GEOID03.
 KV1130
 KV1130.The dynamic height is computed by dividing the NAVD 88
 KV1130.geopotential number by the normal gravity value computed on the
 KV1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1130.degrees latitude (g = 980.6199 gals.).
 KV1130
 KV1130.The modeled gravity was interpolated from observed gravity values.
 KV1130
 KV1130;                    North         East     Units Scale Factor Converg.
 KV1130;SPC NJ       -   155,164.025   141,846.099   MT  0.99990082   -0 03 42.8
 KV1130;SPC NJ       -   509,067.31    465,373.41   sFT  0.99990082   -0 03 42.8
 KV1130;UTM  18      - 4,453,473.068   534,384.288   MT  0.99961455   +0 15 39.8
 KV1130
 KV1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1130!SPC NJ       -   1.00000014  x   0.99990082  =   0.99990096
 KV1130!UTM  18      -   1.00000014  x   0.99961455  =   0.99961469
 KV1130
 KV1130                          SUPERSEDED SURVEY CONTROL
 KV1130
 KV1130  ELLIP H (05/14/99)   -0.91   (m)                       GP(       ) 4 1
 KV1130  NAD 83(1986)-  40 13 51.54356(N)    074 35 44.95101(W) AD(       ) 1
 KV1130  NAVD 88 (01/21/94)   31.84   (m)          104.5    (f) LEVELING    3  
 KV1130  NGVD 29 (01/10/92)   32.171  (m)          105.55   (f) ADJUSTED    1 2
 KV1130
 KV1130.Superseded values are not recommended for survey control.
 KV1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1130.See file dsdata.txt to determine how the superseded data were derived.
 KV1130
 KV1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3438453473(NAD 83)
 KV1130_MARKER: DB = BENCH MARK DISK
 KV1130_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV1130_SP_SET: COPPER-CLAD STEEL ROD
 KV1130_STAMPING: K 74 1974
 KV1130_MARK LOGO: NGS   
 KV1130_PROJECTION: PROJECTING 5 CENTIMETERS
 KV1130_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1130+STABILITY: SURFACE MOTION
 KV1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1130+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV1130_ROD/PIPE-DEPTH: 4.00 meters
 KV1130
 KV1130  HISTORY     - Date     Condition        Report By
 KV1130  HISTORY     - 1974     MONUMENTED       NGS
 KV1130  HISTORY     - 19900503 GOOD             NJGS
 KV1130  HISTORY     - 19920122 GOOD             NJGS
 KV1130  HISTORY     - 20010205 GOOD             NJGS
 KV1130  HISTORY     - 20020202 GOOD             NJGS
 KV1130
 KV1130                          STATION DESCRIPTION
 KV1130
 KV1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1130'1.8 MI NE FROM ROBBINSVILLE.
 KV1130'1.85 MILES NORTHEAST ALONG U.S. HIGHWAY 130 FROM THE
 KV1130'INTERSECTION OF COUNTY ROAD 526, 0.25 MILE SOUTHWEST OF THE
 KV1130'JUNCTION OF MEADOW BROOK ROAD NORTHWEST, 53.8 FEET NORTHWEST
 KV1130'OF THE CENTER LINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 KV1130'84 YARDS SOUTHWEST OF THE SOUTHWEST ONE OF THREE LARGE TREES,
 KV1130'129 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM THE NORTHEAST
 KV1130'ONE OF A ROW OF TREES, 138 FEET NORTHWEST AND ACROSS THE
 KV1130'HIGHWAY FROM A FIRE HYDRANT, 1.2 FEET NORTHWEST AND ACROSS
 KV1130'THE HIGHWAY FROM A FIRE HYDRANT, 1.2 FEET SOUTHEAST OF THE
 KV1130'SOUTH CORNER OF A LARGE BILL BOARD, 55 1/2 FEET NORTH OF POWER
 KV1130'POLE JC 311 WA, 0.7 FOOT WEST OF A WITNESS POST, ABOUT 3 FEET
 KV1130'HIGHER THAN THE HIGHWAY, A DISK ON THE TOP OF A COPPER COATED
 KV1130'ROD 4-FEET DEEP WITH A BAS PLATE ATTACHED.  THE UPPER PORTION
 KV1130'OF THE ROD IS ENCASED IN A PLASTIC PIPE PROJECTING 0.2 FOOT
 KV1130'ABOVE THE GROUND.
 KV1130
 KV1130                          STATION RECOVERY (1990)
 KV1130
 KV1130'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV1130'THE STATION IS LOCATED IN WASHINGTON TOWNSHIP ON THE NORTHWEST SIDE OF
 KV1130'U.S. HIGHWAY 130.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 KV1130'HIGHWAY 130 AND COUNTY ROAD 526, ROBBINSVILLE ALLENTOWN ROAD, GO 1.80
 KV1130'MI (2.90 KM) NORTHEAST ON U.S. HIGHWAY 130 TO THE STATION ON THE LEFT
 KV1130'ACROSS THE HIGHWAY ON THE NORTHWEST SIDE.  THE STATION IS 42.O M
 KV1130'NORTHWEST AND ACROSS THE HIGHWAY FROM A FIRE HYDRANT, 16.9 M
 KV1130'(55.4 FT) NORTHEAST FROM POLE JC 311WA, 57.6 M (189.0 FT) WEST FROM
 KV1130'POLE JC 310WA, 15.95 M (52.33 FT) NORTHWEST FROM THE CENTERLINE OF
 KV1130'THE NORTHBOUND LANES OF U.S. HIGHWAY 130 AND 0.15 M (0.49 FT)
 KV1130'NORTHEAST FROM A METAL WITNESS POST.  THE STATION IS ABOUT 1.2 M
 KV1130'(3.9 FT) ABOVE THE LEVEL OF THE HIGHWAY AND IS SET IN A PLASTIC PIPE
 KV1130'PROJECTING 0.05 M (0.16 FT) ABOVE THE GROUND.
 KV1130
 KV1130                          STATION RECOVERY (1992)
 KV1130
 KV1130'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV1130'THE STATION IS LOCATED IN WASHINGTON TOWNSHIP, ON THE NORTHWEST SIDE
 KV1130'OF U.S. HIGHWAY 130.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 KV1130'HIGHWAY 130 AND COUNTY ROAD 526, ALLENTOWN ROBBINSVILLE ROAD, GO 1.8
 KV1130'MI (2.9 KM) NORTHEAST ON HIGHWAY 130 TO THE STATION ON THE LEFT,
 KV1130'ACROSS THE HIGHWAY.  THE STATION IS 42.O M NORTHWEST AND ACROSS THE
 KV1130'HIGHWAY FROM A FIRE HYDRANT, 16.9 M (55.4 FT) NORTHEAST OF POLE
 KV1130'NUMBER JC 311 WA, 57.6 M (189.0 FT) WEST OF POLE NUMBER JC 310 WA,
 KV1130'16.0 M (52.5 FT) NORTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANES
 KV1130'OF HIGHWAY 130, 0.15 M (0.49 FT) NORTHEAST OF A METAL WITNESS POST,
 KV1130'1.2 M (3.9 FT) ABOVE THE LEVEL OF THE PAVING OF THE HIGHWAY AND IS
 KV1130'SET IN A PLASTIC PIPE PROJECTING 0.05 M (0.16 FT) ABOVE THE GROUND.
 KV1130
 KV1130                          STATION RECOVERY (2001)
 KV1130
 KV1130'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 KV1130'RECOVERED IN GOOD CONDITION.
 KV1130
 KV1130                          STATION RECOVERY (2002)
 KV1130
 KV1130'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV1130'RECOVERED AS DESCRIBED
 KV1130' 
 KV1130'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1156 ***********************************************************************
 KV1156  DESIGNATION -  K 75
 KV1156  PID         -  KV1156
 KV1156  STATE/COUNTY-  NJ/BURLINGTON
 KV1156  USGS QUAD   -  BRISTOL (1981)
 KV1156
 KV1156                         *CURRENT SURVEY CONTROL
 KV1156  ___________________________________________________________________
 KV1156* NAD 83(1986)-  40 05 08.     (N)    074 49 56.     (W)     SCALED    
 KV1156* NAVD 88     -         9.327  (meters)      30.60   (feet)  ADJUSTED  
 KV1156  ___________________________________________________________________
 KV1156  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV1156  DYNAMIC HT  -           9.323 (meters)      30.59  (feet)  COMP
 KV1156  MODELED GRAV-     980,193.8   (mgal)                       NAVD 88
 KV1156
 KV1156  VERT ORDER  -  FIRST     CLASS II
 KV1156
 KV1156.The horizontal coordinates were scaled from a topographic map and have
 KV1156.an estimated accuracy of +/- 6 seconds.
 KV1156
 KV1156.The orthometric height was determined by differential leveling
 KV1156.and adjusted by the National Geodetic Survey in June 1991..
 KV1156
 KV1156.The geoid height was determined by GEOID03.
 KV1156
 KV1156.The dynamic height is computed by dividing the NAVD 88
 KV1156.geopotential number by the normal gravity value computed on the
 KV1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1156.degrees latitude (g = 980.6199 gals.).
 KV1156
 KV1156.The modeled gravity was interpolated from observed gravity values.
 KV1156
 KV1156;                    North         East    Units  Estimated Accuracy
 KV1156;SPC NJ       -   139,070.      121,670.      MT  (+/- 180 meters Scaled)
 KV1156
 KV1156                          SUPERSEDED SURVEY CONTROL
 KV1156
 KV1156  NGVD 29 (01/10/92)    9.649  (m)           31.66   (f) ADJUSTED    1 2
 KV1156
 KV1156.Superseded values are not recommended for survey control.
 KV1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1156.See file dsdata.txt to determine how the superseded data were derived.
 KV1156
 KV1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK143372(NAD 83)
 KV1156_MARKER: DB = BENCH MARK DISK
 KV1156_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV1156_SP_SET: COPPER-CLAD STEEL ROD
 KV1156_STAMPING: K 75 1974
 KV1156_MARK LOGO: NGS   
 KV1156_PROJECTION: FLUSH
 KV1156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1156+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1990
 KV1156_ROD/PIPE-DEPTH: 17.1 meters
 KV1156
 KV1156  HISTORY     - Date     Condition        Report By
 KV1156  HISTORY     - 1974     MONUMENTED       NGS
 KV1156  HISTORY     - 19900524 GOOD             NJGS
 KV1156
 KV1156                          STATION DESCRIPTION
 KV1156
 KV1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1156'1.8 MI NE FROM BURLINGTON.
 KV1156'1.75 MILES NORTHEAST ALONG U.S. HIGHWAY 130 FROM THE INTERSECTION
 KV1156'OF HIGH STREET AT BURLINGTON, AT LAGORCE SQUARE, 50 FEET SOUTHEAST
 KV1156'OF THE CENTER LINE OF NORTHEAST BOUND LANE OF THE HIGHWAY, 41.7
 KV1156'FEET EAST-SOUTHEAST OF TELEPHONE AND POWER POLE 712, 1 FOOT
 KV1156'NORTHWEST OF THE NORTHWEST BASE OF THE NORTHWEST LEG SUPPORTING THE
 KV1156'LA GORCE SQUARE SIGN, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY
 KV1156'AND ON THE TOP OF A COPPER COATED STEEL ROD WHICH WAS DRIVEN TO A
 KV1156'DEPTH OF 56 FEET, THE DISK IS 2 INCHES BELOW THE SURFACE OF
 KV1156'THE GROUND AND ENCASED IN A 4-INCH PLASTIC PIPE SURROUNDED WITH
 KV1156'CONCRET AND IS FLUSH WITH THE GROUND.
 KV1156
 KV1156                          STATION RECOVERY (1990)
 KV1156
 KV1156'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV1156'THE STATION IS LOCATED IN BURLINGTON TOWNSHIP ON THE SOUTH SIDE OF
 KV1156'U.S. HIGHWAY 130 ON THE PROPERTY OF THE FORMER LA GORCE SQUARE
 KV1156'SHOPPING CENTER.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 KV1156'HIGHWAY 130 AND HIGH STREET, COUNTY R0AD 541, IN BURLINGTON, GO
 KV1156'NORTHEAST FOR 1.75 MI (2.82 KM) ALONG U.S. HIGHWAY 130 TO THE FORMER
 KV1156'SHOPPING CENTER AND THE STATION ON THE RIGHT.  THE STATION IS 15.2 M
 KV1156'(49.9 FT) SOUTHEAST FROM THE CENTERLINE OF THE NORTHBOUND LANES OF
 KV1156'THE HIGHWAY, 12.7 M (41.7 FT) EAST SOUTHEAST FROM POWER POLE 712 AND
 KV1156'0.3 M (1.0 FT) NORTHWEST OF THE NORTHWEST BASE OF THE NORTHWEST LEG
 KV1156'SUPPORTING THE FORMER LA GORCE SQUARE SIGN, WHICH NOW READS, MAACO
 KV1156'AUTO PAINTING AND BODY WORKS.  THE STATION IS A STANDARD NGS DISK,
 KV1156'SET ON TOP OF A COPPER COATED STEEL ROD WHICH HAS BEEN DRIVEN TO A
 KV1156'DEPTH OF 17.1 M (56.1 FT) ENCASED IN A 4 INCH PLASTIC PIPE SURROUNDED
 KV1156'BY CONCRETE AND FLUSH WITH THE GROUND.  DESCRIPTION BY FAC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0686 ***********************************************************************
 JU0686  DESIGNATION -  K 76
 JU0686  PID         -  JU0686
 JU0686  STATE/COUNTY-  NJ/CAMDEN
 JU0686  USGS QUAD   -  CAMDEN (1995)
 JU0686
 JU0686                         *CURRENT SURVEY CONTROL
 JU0686  ___________________________________________________________________
 JU0686* NAD 83(1996)-  39 59 38.89877(N)    075 01 57.99790(W)     ADJUSTED  
 JU0686* NAVD 88     -         5.399  (meters)      17.71   (feet)  ADJUSTED  
 JU0686  ___________________________________________________________________
 JU0686  X           -   1,263,724.715 (meters)                     COMP
 JU0686  Y           -  -4,727,100.115 (meters)                     COMP
 JU0686  Z           -   4,077,469.368 (meters)                     COMP
 JU0686  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 JU0686  ELLIP HEIGHT-         -27.42  (meters)          (09/23/02) GPS OBS
 JU0686  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU0686  DYNAMIC HT  -           5.397 (meters)      17.71  (feet)  COMP
 JU0686  MODELED GRAV-     980,187.8   (mgal)                       NAVD 88
 JU0686
 JU0686  HORZ ORDER  -  A
 JU0686  VERT ORDER  -  FIRST     CLASS II
 JU0686  ELLP ORDER  -  FOURTH    CLASS I
 JU0686
 JU0686.The horizontal coordinates were established by GPS observations
 JU0686.and adjusted by the National Geodetic Survey in July 1997..
 JU0686
 JU0686.The orthometric height was determined by differential leveling
 JU0686.and adjusted by the National Geodetic Survey in June 1991..
 JU0686
 JU0686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0686
 JU0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0686
 JU0686.The ellipsoidal height was determined by GPS observations
 JU0686.and is referenced to NAD 83.
 JU0686
 JU0686.The geoid height was determined by GEOID03.
 JU0686
 JU0686.The dynamic height is computed by dividing the NAVD 88
 JU0686.geopotential number by the normal gravity value computed on the
 JU0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0686.degrees latitude (g = 980.6199 gals.).
 JU0686
 JU0686.The modeled gravity was interpolated from observed gravity values.
 JU0686
 JU0686;                    North         East     Units Scale Factor Converg.
 JU0686;SPC NJ       -   128,999.600   104,504.645   MT  0.99992547   -0 20 32.7
 JU0686;SPC NJ       -   423,226.19    342,862.32   sFT  0.99992547   -0 20 32.7
 JU0686;UTM  18      - 4,427,107.169   497,201.909   MT  0.99960010   -0 01 15.8
 JU0686
 JU0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0686!SPC NJ       -   1.00000430  x   0.99992547  =   0.99992977
 JU0686!UTM  18      -   1.00000430  x   0.99960010  =   0.99960440
 JU0686
 JU0686                          SUPERSEDED SURVEY CONTROL
 JU0686
 JU0686  ELLIP H (07/24/97)  -27.44   (m)                       GP(       ) 2 1
 JU0686  NAD 83(1992)-  39 59 38.89809(N)    075 01 57.99835(W) AD(1996.00) A
 JU0686  ELLIP H (06/07/96)  -27.44   (m)                       GP(1996.00) 1 1
 JU0686  NAVD 88 (06/07/96)    5.40   (m)           17.7    (f) LEVELING    3  
 JU0686  NGVD 29 (01/10/92)    5.720  (m)           18.77   (f) ADJUSTED    1 2
 JU0686
 JU0686.Superseded values are not recommended for survey control.
 JU0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0686.See file dsdata.txt to determine how the superseded data were derived.
 JU0686
 JU0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9720227107(NAD 83)
 JU0686_MARKER: DV = VERTICAL CONTROL DISK
 JU0686_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU0686_SP_SET: BRIDGE ABUTMENT
 JU0686_STAMPING: K 76 1974
 JU0686_MARK LOGO: NGS   
 JU0686_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0686+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2004
 JU0686
 JU0686  HISTORY     - Date     Condition        Report By
 JU0686  HISTORY     - 1974     MONUMENTED       NGS
 JU0686  HISTORY     - 19940608 GOOD             NJGS
 JU0686  HISTORY     - 19950824 GOOD             NJGS
 JU0686  HISTORY     - 19951129 GOOD             TWT
 JU0686  HISTORY     - 19961211 GOOD             NJGS
 JU0686  HISTORY     - 19990614 GOOD             NJGS
 JU0686  HISTORY     - 20000706 GOOD             NJGS
 JU0686  HISTORY     - 20000830 GOOD             TWT
 JU0686  HISTORY     - 20041108 GOOD             INDIV
 JU0686
 JU0686                          STATION DESCRIPTION
 JU0686
 JU0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JU0686'0.4 MI SW FROM PALMYRA.
 JU0686'0.2 MILE SOUTHEAST ALONG PULIC STREET FROM THE JUNCTION OF NORTH
 JU0686'BROAD STREET AT PALMYRA, THENCE 0.25 MILE SOUTHWEST ALONG RIVER
 JU0686'ROAD, ON TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF
 JU0686'BRIDGE OVER PENNSAUKEN CREEK AT THE BURLINGTON AND CAMDEN COUNTY
 JU0686'LINE, 7 FEET SOUTHEAST OF THE SOUTHEAST CURB OF RIVER ROAD, 1.7
 JU0686'FEET EAST OF THE SOUTHEAST CORNER OF THE BRIDGE AND ABOUT 2 FEET
 JU0686'ABOVE THE LEVEL OF THE ROAD.
 JU0686
 JU0686                          STATION RECOVERY (1994)
 JU0686
 JU0686'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 JU0686'THE STATION IS LOCATED IN PENNSAUKEN TOWNSHIP ON TOP OF THE SOUTHEAST
 JU0686'END OF THE SOUTHWEST ABUTMENT OF THE BRIDGE CARRYING RIVER ROAD,
 JU0686'COUNTY ROAD 543, OVER THE PENNSAUKEN CREEK.  TO REACH THE STATION FROM
 JU0686'THE INTERSECTION OF PUBLIC STREET AND NORTH RIVER ROAD IN PALMYRA IN
 JU0686'BURLINGTON COUNTY, GO 0.45 MI (0.72 KM) SOUTHEAST THEN SOUTHWEST ON
 JU0686'RIVER ROAD TO THE BRIDGE OVER THE PENNSAUKEN CREEK AND THE STATION ON
 JU0686'THE RIGHT.  THE STATION IS 7.0 FT (2.1 M) SDOUTHEAST FROM THE
 JU0686'SOUTHEAST CURB OF RIVER ROAD, 1.7 FT (0.5 M) EAST FROM THE SOUTHEAST
 JU0686'CORNER OF THE SOUTHWEST ABUTMENT AND ABOUT 2.0 FT (0.6 M) ABOVE THE
 JU0686'LEVEL OF THE ROAD.
 JU0686
 JU0686                          STATION RECOVERY (1995)
 JU0686
 JU0686'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0686'RECOVERED AS DESCRIBED.
 JU0686
 JU0686                          STATION RECOVERY (1995)
 JU0686
 JU0686'RECOVERY NOTE BY TWT CONS ENG 1995 (WPD)
 JU0686'RECOVERED AS DESCRIBED.
 JU0686
 JU0686                          STATION RECOVERY (1996)
 JU0686
 JU0686'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 JU0686'RECOVERED AS DESCRIBED.
 JU0686
 JU0686                          STATION RECOVERY (1999)
 JU0686
 JU0686'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 JU0686'RECOVERED AS DESCRIBED.
 JU0686
 JU0686                          STATION RECOVERY (2000)
 JU0686
 JU0686'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (FAC)
 JU0686'RECOVERED AS DESCRIBED.
 JU0686
 JU0686                          STATION RECOVERY (2000)
 JU0686
 JU0686'RECOVERY NOTE BY TWT CONS ENG 2000 (BSJ)
 JU0686'RECOVERED IN GOOD CONDITION.
 JU0686
 JU0686                          STATION RECOVERY (2004)
 JU0686
 JU0686'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RG)
 JU0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2939 ***********************************************************************
 KV2939  DESIGNATION -  K 77
 KV2939  PID         -  KV2939
 KV2939  STATE/COUNTY-  NJ/HUNTERDON
 KV2939  USGS QUAD   -  HIGH BRIDGE (1970)
 KV2939
 KV2939                         *CURRENT SURVEY CONTROL
 KV2939  ___________________________________________________________________
 KV2939* NAD 83(1986)-  40 38 36.     (N)    074 59 54.     (W)     SCALED    
 KV2939* NAVD 88     -       139.269  (meters)     456.92   (feet)  ADJUSTED  
 KV2939  ___________________________________________________________________
 KV2939  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KV2939  DYNAMIC HT  -         139.204 (meters)     456.71  (feet)  COMP
 KV2939  MODELED GRAV-     980,156.2   (mgal)                       NAVD 88
 KV2939
 KV2939  VERT ORDER  -  FIRST     CLASS II
 KV2939
 KV2939.The horizontal coordinates were scaled from a topographic map and have
 KV2939.an estimated accuracy of +/- 6 seconds.
 KV2939
 KV2939.The orthometric height was determined by differential leveling
 KV2939.and adjusted by the National Geodetic Survey in June 1991..
 KV2939
 KV2939.The geoid height was determined by GEOID03.
 KV2939
 KV2939.The dynamic height is computed by dividing the NAVD 88
 KV2939.geopotential number by the normal gravity value computed on the
 KV2939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2939.degrees latitude (g = 980.6199 gals.).
 KV2939
 KV2939.The modeled gravity was interpolated from observed gravity values.
 KV2939
 KV2939;                    North         East    Units  Estimated Accuracy
 KV2939;SPC NJ       -   201,060.      107,850.      MT  (+/- 180 meters Scaled)
 KV2939
 KV2939                          SUPERSEDED SURVEY CONTROL
 KV2939
 KV2939  NGVD 29 (01/10/92)  139.496  (m)          457.66   (f) ADJUSTED    1 2
 KV2939
 KV2939.Superseded values are not recommended for survey control.
 KV2939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2939.See file dsdata.txt to determine how the superseded data were derived.
 KV2939
 KV2939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK001991(NAD 83)
 KV2939_MARKER: DB = BENCH MARK DISK
 KV2939_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2939_SP_SET: ABUTMENT
 KV2939_STAMPING: K 77 1978
 KV2939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2939+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 KV2939
 KV2939  HISTORY     - Date     Condition        Report By
 KV2939  HISTORY     - 1978     MONUMENTED       NGS
 KV2939  HISTORY     - 19950909 GOOD             USPSQD
 KV2939  HISTORY     - 20051011 GOOD             MERCLS
 KV2939
 KV2939                          STATION DESCRIPTION
 KV2939
 KV2939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2939'1.1 MI NE FROM PATTENBURG.
 KV2939'1.1 MILES NORTHEAST ALONG COUNTY ROAD 614 FROM THE OVERPASS OF THE
 KV2939'LEHIGH VALLEY RAILROAD OVER COUNTY ROAD 614 AT PATTENBURG, IN TOP OF
 KV2939'THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF A LARGE HIGHWAY BRIDGE
 KV2939'OVER INTERSTATE HIGHWAY 78, AND 25 FEET SOUTHEAST OF THE CENTER LINE
 KV2939'OF THE ROAD.
 KV2939
 KV2939                          STATION RECOVERY (1995)
 KV2939
 KV2939'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2939'RECOVERED IN GOOD CONDITION.
 KV2939
 KV2939                          STATION RECOVERY (2005)
 KV2939
 KV2939'RECOVERY NOTE BY MERCATOR LAND SURVEYING LLC 2005 (RLM)
 KV2939'RECOVERED AS DESCRIBED.  SITE SUITABLE FOR SATELLITE OBSERVATIONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2912 ***********************************************************************
 KV2912  DESIGNATION -  K 78
 KV2912  PID         -  KV2912
 KV2912  STATE/COUNTY-  NJ/MIDDLESEX
 KV2912  USGS QUAD   -  PLAINFIELD (1995)
 KV2912
 KV2912                         *CURRENT SURVEY CONTROL
 KV2912  ___________________________________________________________________
 KV2912* NAD 83(1986)-  40 34 55.     (N)    074 25 48.     (W)     SCALED    
 KV2912* NAVD 88     -        17.639  (meters)      57.87   (feet)  ADJUSTED  
 KV2912  ___________________________________________________________________
 KV2912  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KV2912  DYNAMIC HT  -          17.631 (meters)      57.84  (feet)  COMP
 KV2912  MODELED GRAV-     980,192.8   (mgal)                       NAVD 88
 KV2912
 KV2912  VERT ORDER  -  FIRST     CLASS II
 KV2912
 KV2912.The horizontal coordinates were scaled from a topographic map and have
 KV2912.an estimated accuracy of +/- 6 seconds.
 KV2912
 KV2912.The orthometric height was determined by differential leveling
 KV2912.and adjusted by the National Geodetic Survey in June 1991..
 KV2912
 KV2912.The geoid height was determined by GEOID03.
 KV2912
 KV2912.The dynamic height is computed by dividing the NAVD 88
 KV2912.geopotential number by the normal gravity value computed on the
 KV2912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2912.degrees latitude (g = 980.6199 gals.).
 KV2912
 KV2912.The modeled gravity was interpolated from observed gravity values.
 KV2912
 KV2912;                    North         East    Units  Estimated Accuracy
 KV2912;SPC NJ       -   194,130.      155,930.      MT  (+/- 180 meters Scaled)
 KV2912
 KV2912                          SUPERSEDED SURVEY CONTROL
 KV2912
 KV2912  NGVD 29 (01/10/92)   17.930  (m)           58.83   (f) ADJUSTED    1 2
 KV2912
 KV2912.Superseded values are not recommended for survey control.
 KV2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2912.See file dsdata.txt to determine how the superseded data were derived.
 KV2912
 KV2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK482925(NAD 83)
 KV2912_MARKER: DB = BENCH MARK DISK
 KV2912_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2912_SP_SET: BRIDGE WINGWALL
 KV2912_STAMPING: K 78 1978
 KV2912_MARK LOGO: CGS   
 KV2912_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV2912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2912_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2912+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1997
 KV2912
 KV2912  HISTORY     - Date     Condition        Report By
 KV2912  HISTORY     - 1978     MONUMENTED       NGS
 KV2912  HISTORY     - 19971211 GOOD             NJGS
 KV2912
 KV2912                          STATION DESCRIPTION
 KV2912
 KV2912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2912'1.05 MI WEST FROM SOUTH PLAINFIELD.
 KV2912'1.0 MILE WEST ALONG THE LEIGH VALLEY RAILROAD FROM THE STATION AT
 KV2912'SOUTH PLAINFIELD, THENCE 0.05 MILE NORTH ALONG CLINTON AVENUE, SET IN
 KV2912'TOP OF THE SOUTHWEST WING WALL OF THE SOUTH ABUTMENT OF THE BRIDGE,
 KV2912'21.0 FEET WEST OF THE CENTER OF THE AVENUE, AND 8.9 FEET NORTH
 KV2912'OF POWER POLE NUMBER 480.
 KV2912
 KV2912                          STATION RECOVERY (1997)
 KV2912
 KV2912'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 KV2912'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2344 ***********************************************************************
 JU2344  DESIGNATION -  K 79
 JU2344  PID         -  JU2344
 JU2344  STATE/COUNTY-  NJ/CAPE MAY
 JU2344  USGS QUAD   -  STONE HARBOR (1972)
 JU2344
 JU2344                         *CURRENT SURVEY CONTROL
 JU2344  ___________________________________________________________________
 JU2344* NAD 83(1986)-  39 04 58.     (N)    074 49 32.     (W)     SCALED    
 JU2344* NAVD 88     -         5.327  (meters)      17.48   (feet)  ADJUSTED  
 JU2344  ___________________________________________________________________
 JU2344  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 JU2344  DYNAMIC HT  -           5.324 (meters)      17.47  (feet)  COMP
 JU2344  MODELED GRAV-     980,065.9   (mgal)                       NAVD 88
 JU2344
 JU2344  VERT ORDER  -  FIRST     CLASS II
 JU2344
 JU2344.The horizontal coordinates were scaled from a topographic map and have
 JU2344.an estimated accuracy of +/- 6 seconds.
 JU2344
 JU2344.The orthometric height was determined by differential leveling
 JU2344.and adjusted by the National Geodetic Survey in June 1991..
 JU2344
 JU2344.The geoid height was determined by GEOID03.
 JU2344
 JU2344.The dynamic height is computed by dividing the NAVD 88
 JU2344.geopotential number by the normal gravity value computed on the
 JU2344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2344.degrees latitude (g = 980.6199 gals.).
 JU2344
 JU2344.The modeled gravity was interpolated from observed gravity values.
 JU2344
 JU2344;                    North         East    Units  Estimated Accuracy
 JU2344;SPC NJ       -    27,740.      121,830.      MT  (+/- 180 meters Scaled)
 JU2344
 JU2344                          SUPERSEDED SURVEY CONTROL
 JU2344
 JU2344  NGVD 29 (01/10/92)    5.727  (m)           18.79   (f) ADJUSTED    1 2
 JU2344
 JU2344.Superseded values are not recommended for survey control.
 JU2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2344.See file dsdata.txt to determine how the superseded data were derived.
 JU2344
 JU2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ150259(NAD 83)
 JU2344_MARKER: I = METAL ROD
 JU2344_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2344_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JU2344_STAMPING: K 79 1979
 JU2344_PROJECTION: RECESSED 5 CENTIMETERS
 JU2344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU2344+STABILITY: POSITION/ELEVATION WELL
 JU2344_ROD/PIPE-DEPTH: 7.32 meters
 JU2344_SLEEVE-DEPTH  : 3.05 meters
 JU2344
 JU2344  HISTORY     - Date     Condition        Report By
 JU2344  HISTORY     - 1979     MONUMENTED       NGS
 JU2344
 JU2344                          STATION DESCRIPTION
 JU2344
 JU2344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2344'IN CAPE MAY.
 JU2344'IN CAPE MAY COURT HOUSE, AT THE JUNCTION OF BOYD AND MECHANIC STREETS,
 JU2344'AT THE COUNTY LIBRARY AND OFFICES, 80 FEET SOUTHEAST OF THE
 JU2344'CENTER LINE OF BOYD STREET, 52 FEET NORTHEAST OF  THE CENTER LINE OF
 JU2344'MECHANIC STREET, 15 FEET WEST OF THE WEST CORNER OF THE LIBRARY,
 JU2344'1.3 FEET NORTHWEST OF THE NORTHWEST EDGE OF SIDEWALK AROUND LIBRARY.
 JU2344'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0338 ***********************************************************************
 JU0338  DESIGNATION -  K 8
 JU0338  PID         -  JU0338
 JU0338  STATE/COUNTY-  NJ/ATLANTIC
 JU0338  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0338
 JU0338                         *CURRENT SURVEY CONTROL
 JU0338  ___________________________________________________________________
 JU0338* NAD 83(1986)-  39 25 32.     (N)    074 30 04.     (W)     SCALED    
 JU0338* NAVD 88     -         7.374  (meters)      24.19   (feet)  ADJUSTED  
 JU0338  ___________________________________________________________________
 JU0338  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JU0338  DYNAMIC HT  -           7.370 (meters)      24.18  (feet)  COMP
 JU0338  MODELED GRAV-     980,120.1   (mgal)                       NAVD 88
 JU0338  OBS GRAVITY -     980,122.0   (mgal)                       GRAV_OBS
 JU0338
 JU0338  VERT ORDER  -  FIRST     CLASS I
 JU0338
 JU0338.The horizontal coordinates were scaled from a topographic map and have
 JU0338.an estimated accuracy of +/- 6 seconds.
 JU0338
 JU0338.The orthometric height was determined by differential leveling
 JU0338.and adjusted by the National Geodetic Survey in June 1991..
 JU0338.WARNING-Repeat measurements at this control monument indicate possible
 JU0338.vertical movement.
 JU0338
 JU0338.The geoid height was determined by GEOID03.
 JU0338
 JU0338.The dynamic height is computed by dividing the NAVD 88
 JU0338.geopotential number by the normal gravity value computed on the
 JU0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0338.degrees latitude (g = 980.6199 gals.).
 JU0338
 JU0338.The modeled gravity was interpolated from observed gravity values.
 JU0338.The observed gravity was obtained from relative gravimeter ties
 JU0338.to the IGSN71 gravity network.
 JU0338
 JU0338;                    North         East    Units  Estimated Accuracy
 JU0338;SPC NJ       -    65,740.      149,900.      MT  (+/- 180 meters Scaled)
 JU0338
 JU0338                          SUPERSEDED SURVEY CONTROL
 JU0338
 JU0338  NGVD 29 (04/16/92)    7.763  (m)           25.47   (f) ADJUSTED    1 1
 JU0338
 JU0338.Superseded values are not recommended for survey control.
 JU0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0338.See file dsdata.txt to determine how the superseded data were derived.
 JU0338
 JU0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ429641(NAD 83)
 JU0338_MARKER: DB = BENCH MARK DISK
 JU0338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0338_SP_SET: BUILDING
 JU0338_STAMPING: K 8 1930 25.489
 JU0338_MARK LOGO: CGS   
 JU0338_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0338+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1997
 JU0338
 JU0338  HISTORY     - Date     Condition        Report By
 JU0338  HISTORY     - 1930     MONUMENTED       CGS
 JU0338  HISTORY     - 1964     GOOD             CGS
 JU0338  HISTORY     - 1979     GOOD             NGS
 JU0338  HISTORY     - 19970929 GOOD             NJGS
 JU0338
 JU0338                          STATION DESCRIPTION
 JU0338
 JU0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0338'AT ABSECON.
 JU0338'AT ABSECON, SET VERTICALLY IN THE SOUTHEAST BRICK WALL NEAR THE
 JU0338'EAST CORNER OF THE ABSECON CITY HALL, 12.6 FEET SOUTHWEST OF THE
 JU0338'EAST CORNER OF THE BUILDING, 57.5 FEET SOUTHWEST OF THE SOUTHWEST
 JU0338'CURB OF NEW JERSEY AVENUE AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 JU0338'AVENUE.
 JU0338
 JU0338                          STATION RECOVERY (1979)
 JU0338
 JU0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0338'RECOVERED IN GOOD CONDITION.
 JU0338
 JU0338                          STATION RECOVERY (1997)
 JU0338
 JU0338'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU0338'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE BUILDING,
 JU0338'FORMERLY OCCUPIED BY THE ABSECON FIRE DEPARTMENT, IS NOW PROFESSIONAL
 JU0338'OFFICES FOR N.A.  KHAN, MD, MARK E.  RODDY AND JOHN BJORKLUND, 167 NEW
 JU0338'JERSEY AVENUE, ABSECON, NEW JERSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2426 ***********************************************************************
 JU2426  DESIGNATION -  K 80
 JU2426  PID         -  JU2426
 JU2426  STATE/COUNTY-  NJ/ATLANTIC
 JU2426  USGS QUAD   -  OCEANVILLE (1989)
 JU2426
 JU2426                         *CURRENT SURVEY CONTROL
 JU2426  ___________________________________________________________________
 JU2426* NAD 83(1986)-  39 27 54.     (N)    074 26 51.     (W)     SCALED    
 JU2426* NAVD 88     -         7.317  (meters)      24.01   (feet)  ADJUSTED  
 JU2426  ___________________________________________________________________
 JU2426  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JU2426  DYNAMIC HT  -           7.314 (meters)      24.00  (feet)  COMP
 JU2426  MODELED GRAV-     980,127.8   (mgal)                       NAVD 88
 JU2426
 JU2426  VERT ORDER  -  FIRST     CLASS II
 JU2426
 JU2426.The horizontal coordinates were scaled from a topographic map and have
 JU2426.an estimated accuracy of +/- 6 seconds.
 JU2426
 JU2426.The orthometric height was determined by differential leveling
 JU2426.and adjusted by the National Geodetic Survey in June 1991..
 JU2426
 JU2426.The geoid height was determined by GEOID03.
 JU2426
 JU2426.The dynamic height is computed by dividing the NAVD 88
 JU2426.geopotential number by the normal gravity value computed on the
 JU2426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2426.degrees latitude (g = 980.6199 gals.).
 JU2426
 JU2426.The modeled gravity was interpolated from observed gravity values.
 JU2426
 JU2426;                    North         East    Units  Estimated Accuracy
 JU2426;SPC NJ       -    70,120.      154,520.      MT  (+/- 180 meters Scaled)
 JU2426
 JU2426                          SUPERSEDED SURVEY CONTROL
 JU2426
 JU2426  NGVD 29 (01/10/92)    7.705  (m)           25.28   (f) ADJUSTED    1 2
 JU2426
 JU2426.Superseded values are not recommended for survey control.
 JU2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2426.See file dsdata.txt to determine how the superseded data were derived.
 JU2426
 JU2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ475685(NAD 83)
 JU2426_MARKER: DB = BENCH MARK DISK
 JU2426_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2426_SP_SET: STAINLESS STEEL ROD
 JU2426_STAMPING: K 80 1979
 JU2426_MARK LOGO: NGS   
 JU2426_PROJECTION: FLUSH
 JU2426_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2426+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1995
 JU2426_ROD/PIPE-DEPTH: 10.7 meters
 JU2426
 JU2426  HISTORY     - Date     Condition        Report By
 JU2426  HISTORY     - 1979     MONUMENTED       NGS
 JU2426  HISTORY     - 19950316 GOOD             NJGS
 JU2426
 JU2426                          STATION DESCRIPTION
 JU2426
 JU2426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2426'0.8 MI SE FROM OCEANVILLE.
 JU2426'0.8 MILE SOUTHEAST ALONG GREAT CREEK ROAD FROM THE JUNCTION OF STATE
 JU2426'ROUTE 9 IN OCEANVILLE TO THE OFFICE HEADQUATERS OF BRIGANTINE
 JU2426'NATIONAL REFUGE AND THE MARK ON THE LEFT, SET AT THE NORTHEAST CORNER
 JU2426'OF A 3 BY 4 FOOT  REEN METAL SHED HOUSING A OBSERVATION WELL FOR
 JU2426'U.S.G.S., 113 FEET NORTHEAST OF THE NORTH CORNER OF THE REST ROOM
 JU2426'BUILDING, 49 FEET NORTHWEST OF A SIGN, PEOPLES TRAIL STARTS HERE,
 JU2426'1.2 FEET EAST OF THE NORTHEAST CORNER OF THE SHED HOUSING THE WELL.
 JU2426'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 JU2426'THE MARK IS ABOVE LEVEL WITH GROUND.
 JU2426
 JU2426                          STATION RECOVERY (1995)
 JU2426
 JU2426'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU2426'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE BRIGANTINE
 JU2426'NATIONAL WILDLIFE REFUGE IS NOW KNOWN AS THE BRIGANTINE DIVISION OF
 JU2426'THE EDWIN B.  FORSYTHE NATIONAL WILDLIFE REFUGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3500 ***********************************************************************
 KV3500  DESIGNATION -  K 81
 KV3500  PID         -  KV3500
 KV3500  STATE/COUNTY-  NJ/OCEAN
 KV3500  USGS QUAD   -  POINT PLEASANT (1989)
 KV3500
 KV3500                         *CURRENT SURVEY CONTROL
 KV3500  ___________________________________________________________________
 KV3500* NAD 83(1986)-  40 02 29.     (N)    074 02 58.     (W)     SCALED    
 KV3500* NAVD 88     -         1.397  (meters)       4.58   (feet)  ADJUSTED  
 KV3500  ___________________________________________________________________
 KV3500  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV3500  DYNAMIC HT  -           1.396 (meters)       4.58  (feet)  COMP
 KV3500  MODELED GRAV-     980,159.4   (mgal)                       NAVD 88
 KV3500
 KV3500  VERT ORDER  -  FIRST     CLASS I
 KV3500
 KV3500.The horizontal coordinates were scaled from a topographic map and have
 KV3500.an estimated accuracy of +/- 6 seconds.
 KV3500
 KV3500.The orthometric height was determined by differential leveling
 KV3500.and adjusted by the National Geodetic Survey in March 2001..
 KV3500
 KV3500.The geoid height was determined by GEOID03.
 KV3500
 KV3500.The dynamic height is computed by dividing the NAVD 88
 KV3500.geopotential number by the normal gravity value computed on the
 KV3500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3500.degrees latitude (g = 980.6199 gals.).
 KV3500
 KV3500.The modeled gravity was interpolated from observed gravity values.
 KV3500
 KV3500;                    North         East    Units  Estimated Accuracy
 KV3500;SPC NJ       -   134,210.      188,450.      MT  (+/- 180 meters Scaled)
 KV3500
 KV3500                          SUPERSEDED SURVEY CONTROL
 KV3500
 KV3500  NAVD 88 (06/15/91)    1.392  (m)            4.57   (f) UNKNOWN     1 2
 KV3500  NGVD 29 (01/10/92)    1.734  (m)            5.69   (f) ADJUSTED    1 2
 KV3500
 KV3500.Superseded values are not recommended for survey control.
 KV3500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3500.See file dsdata.txt to determine how the superseded data were derived.
 KV3500
 KV3500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK810327(NAD 83)
 KV3500_MARKER: DV = VERTICAL CONTROL DISK
 KV3500_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3500_SP_SET: STAINLESS STEEL ROD
 KV3500_STAMPING: K 81 1979
 KV3500_MARK LOGO: NGS   
 KV3500_PROJECTION: FLUSH
 KV3500_MAGNETIC: I = MARKER IS A STEEL ROD
 KV3500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3500+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1998
 KV3500_ROD/PIPE-DEPTH: 12.2 meters
 KV3500
 KV3500  HISTORY     - Date     Condition        Report By
 KV3500  HISTORY     - 1979     MONUMENTED       NGS
 KV3500  HISTORY     - 19980601 GOOD             NJGS
 KV3500
 KV3500                          STATION DESCRIPTION
 KV3500
 KV3500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3500'IN MANTOLOKING.
 KV3500'IN MANTOLOKING, 0.15 MILE NORTH ALONG STATE ROUTE 35 FROM THE JUNCTION
 KV3500'OF COUNTY ROUTE 528, SET ON THE SOUTH SIDE OF A 5 FOOT HIGH BRICK
 KV3500'PILLAR FOR THE ENTRANCE DRIVE FOR HOUSE 1111, 35 FEET EAST OF THE
 KV3500'CENTERLINE OF ROUTE 35, 31 FEET SOUTHEAST OF POWER POLE X 50-77,
 KV3500'11 FEET SOUTH OF THE CENTER OF THE DRIVEWAY TO HOUSE 1111, 1 FOOT
 KV3500'SOUTH OF THE SOUTH FACE OF THE BRICK PILLAR, 1 FOOT WEST OF A WHITE
 KV3500'WOODEN FENCE ATTACHED TO THE BRICK PILLAR.
 KV3500'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 KV3500
 KV3500                          STATION RECOVERY (1998)
 KV3500
 KV3500'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV3500'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS 1.0
 KV3500'M (3.3 FT) SOUTH FROM THE SOUTH FACE OF THE BRICK PILLAR, 0.3 M (1.0
 KV3500'FT) WEST FROM A I.0 M HIGH WOOD FENCE, 3.4 M (11.2 FT) SOUTH FROM THE
 KV3500'CENTERLINE OF A DRIVE FOR HOUSE NUMBER 111, 10.8 M (35.4 FT) SOUTH
 KV3500'SOUTHEAST FROM POLE NUMBER JC 125 MG AND 10.6 M (34.8 FT) EAST FROM
 KV3500'THE CENTERLINE OF STATE ROUTE 35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2254 ***********************************************************************
 JU2254  DESIGNATION -  K 82
 JU2254  PID         -  JU2254
 JU2254  STATE/COUNTY-  NJ/SALEM
 JU2254  USGS QUAD   -  SALEM (1995)
 JU2254
 JU2254                         *CURRENT SURVEY CONTROL
 JU2254  ___________________________________________________________________
 JU2254* NAD 83(1986)-  39 32 14.     (N)    075 23 39.     (W)     SCALED    
 JU2254* NAVD 88     -         9.730  (meters)      31.92   (feet)  ADJUSTED  
 JU2254  ___________________________________________________________________
 JU2254  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JU2254  DYNAMIC HT  -           9.725 (meters)      31.91  (feet)  COMP
 JU2254  MODELED GRAV-     980,114.5   (mgal)                       NAVD 88
 JU2254
 JU2254  VERT ORDER  -  FIRST     CLASS II
 JU2254
 JU2254.The horizontal coordinates were scaled from a topographic map and have
 JU2254.an estimated accuracy of +/- 6 seconds.
 JU2254
 JU2254.The orthometric height was determined by differential leveling
 JU2254.and adjusted by the National Geodetic Survey in June 1991..
 JU2254
 JU2254.The geoid height was determined by GEOID03.
 JU2254
 JU2254.The dynamic height is computed by dividing the NAVD 88
 JU2254.geopotential number by the normal gravity value computed on the
 JU2254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2254.degrees latitude (g = 980.6199 gals.).
 JU2254
 JU2254.The modeled gravity was interpolated from observed gravity values.
 JU2254
 JU2254;                    North         East    Units  Estimated Accuracy
 JU2254;SPC NJ       -    78,520.       73,140.      MT  (+/- 180 meters Scaled)
 JU2254
 JU2254                          SUPERSEDED SURVEY CONTROL
 JU2254
 JU2254  NGVD 29 (01/10/92)   10.018  (m)           32.87   (f) ADJUSTED    1 2
 JU2254
 JU2254.Superseded values are not recommended for survey control.
 JU2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2254.See file dsdata.txt to determine how the superseded data were derived.
 JU2254
 JU2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ661764(NAD 83)
 JU2254_MARKER: DV = VERTICAL CONTROL DISK
 JU2254_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2254_SP_SET: STAINLESS STEEL ROD
 JU2254_STAMPING: K 82 1979
 JU2254_MARK LOGO: NGS   
 JU2254_PROJECTION: RECESSED 10 CENTIMETERS
 JU2254_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2254+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1994
 JU2254_ROD/PIPE-DEPTH: 8.84 meters
 JU2254
 JU2254  HISTORY     - Date     Condition        Report By
 JU2254  HISTORY     - 1979     MONUMENTED       NGS
 JU2254  HISTORY     - 19940919 GOOD             NJGS
 JU2254
 JU2254                          STATION DESCRIPTION
 JU2254
 JU2254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2254'1.15 MI SE FROM QUINTON.
 JU2254'1.15 MILES SOUTHEAST ALONG STATE ROUTE 49 FROM THE MUNICIPAL TOWNSHIP
 JU2254'BUILDING IN QUINTON TO THE MARK ON THE LEFT, AT THE WEST CORNER OF A
 JU2254'SINGLE STORY WHITE AND GRAY HOUSE OWNED AT THIS TIME BY MRS. MYRTEL
 JU2254'SMITH, 145 FEET NORTHEAST OF THE CENTER LINE OF ROUTE 49, 22.9 FEET
 JU2254'NORTHWEST OF THE CENTER OF THE FRONT ENTRANCE DOOR TO THE HOUSE,
 JU2254'9.5 FEET SOUTHWEST OF A CONCRETE BLOCK CHIMNEY, 1 FOOT WEST OF THE
 JU2254'WEST CORNER OF THE HOUSE.
 JU2254'THE MARK IS 2 FT BELOW HIGHWAY.
 JU2254
 JU2254                          STATION RECOVERY (1994)
 JU2254
 JU2254'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU2254'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3999 ***********************************************************************
 KV3999  DESIGNATION -  KATLER
 KV3999  PID         -  KV3999
 KV3999  STATE/COUNTY-  NJ/PASSAIC
 KV3999  USGS QUAD   -  WEEHAWKEN (1995)
 KV3999
 KV3999                         *CURRENT SURVEY CONTROL
 KV3999  ___________________________________________________________________
 KV3999* NAD 83(1996)-  40 50 04.28572(N)    074 07 23.57809(W)     ADJUSTED  
 KV3999* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 KV3999  ___________________________________________________________________
 KV3999  LAPLACE CORR-           6.36  (seconds)                    DEFLEC99
 KV3999  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV3999
 KV3999  HORZ ORDER  -  THIRD
 KV3999
 KV3999.The horizontal coordinates were established by classical geodetic methods
 KV3999.and adjusted by the National Geodetic Survey in September 1999..
 KV3999
 KV3999.The orthometric height was scaled from a topographic map.
 KV3999
 KV3999.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3999
 KV3999.The geoid height was determined by GEOID03.
 KV3999
 KV3999;                    North         East     Units Scale Factor Converg.
 KV3999;SPC NJ       -   222,241.209   181,776.786   MT  0.99991242   +0 14 46.9
 KV3999;SPC NJ       -   729,136.37    596,379.34   sFT  0.99991242   +0 14 46.9
 KV3999;SPC NY L     -    74,170.428   289,607.360   MT  0.99999494   -0 04 50.1
 KV3999;SPC NY L     -   243,340.81    950,153.48   sFT  0.99999494   -0 04 50.1
 KV3999;UTM  18      - 4,520,757.758   573,923.401   MT  0.99966726   +0 34 24.0
 KV3999
 KV3999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3999!SPC NJ       -   1.00000415  x   0.99991242  =   0.99991657
 KV3999!SPC NY L     -   1.00000415  x   0.99999494  =   0.99999909
 KV3999!UTM  18      -   1.00000415  x   0.99966726  =   0.99967141
 KV3999
 KV3999:                Primary Azimuth Mark                     Grid Az
 KV3999:SPC NJ       -  E RUTHERFORD STAND BLEACH CHIM           034 44 19.2
 KV3999:SPC NY L     -  E RUTHERFORD STAND BLEACH CHIM           035 03 56.2
 KV3999:UTM  18      -  E RUTHERFORD STAND BLEACH CHIM           034 24 42.1
 KV3999
 KV3999|---------------------------------------------------------------------|
 KV3999| PID    Reference Object                     Distance      Geod. Az  |
 KV3999|                                                           dddmmss.s |
 KV3999| KV3975 E RUTHERFORD STAND BLEACH CHIM      APPROX. 1.2 KM 0345906.1 |
 KV3999| KV3980 WALLINGTON ROEHRS NURSERY CHIM      APPROX. 1.9 KM 0470844.8 |
 KV3999| KV3986 PASSAIC JUNIOR HIGH SCHOOL CUP      APPROX. 0.7 KM 0700523.6 |
 KV3999| CB5219 KATLER RM 1                          39.820 METERS 15441     |
 KV3999| KV4187 DELAWANNA WALDRICK BLEACH CHIM      APPROX. 1.4 KM 2110048.9 |
 KV3999| KV4211 DELAWANNA GIVAUDAN DELAWA CHIM      APPROX. 0.8 KM 2301845.8 |
 KV3999| KV4210 DELAWANNA GIVAUDAN DELAWA TANK      APPROX. 0.8 KM 2312849.9 |
 KV3999| CB5220 KATLER RM 2                          21.150 METERS 24100     |
 KV3999| KV4209 DELAWANNA GOODLATTE OILCL CHIM      APPROX. 0.6 KM 2492628.3 |
 KV3999| KV4207 DELAWANNA GOODLATTE OILCL TANK      APPROX. 0.6 KM 2532112.1 |
 KV3999|---------------------------------------------------------------------|
 KV3999
 KV3999                          SUPERSEDED SURVEY CONTROL
 KV3999
 KV3999  NAD 83(1996)-  40 50 04.28546(N)    074 07 23.57810(W) AD(       ) 3
 KV3999  NAD 83(1996)-  40 50 04.28325(N)    074 07 23.58039(W) AD(       ) 3
 KV3999  NAD 83(1992)-  40 50 04.28336(N)    074 07 23.58020(W) AD(       ) 3
 KV3999  NAD 83(1986)-  40 50 04.28127(N)    074 07 23.58665(W) AD(       ) 3
 KV3999  NAD 27      -  40 50 03.92500(N)    074 07 25.06700(W) AD(       ) 3
 KV3999
 KV3999.Superseded values are not recommended for survey control.
 KV3999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3999.See file dsdata.txt to determine how the superseded data were derived.
 KV3999
 KV3999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7392320758(NAD 83)
 KV3999_MARKER: DS = TRIANGULATION STATION DISK
 KV3999_SETTING: 0 = UNSPECIFIED SETTING
 KV3999
 KV3999  HISTORY     - Date     Condition        Report By
 KV3999  HISTORY     - 1933     MONUMENTED       CGS
 KV3999  HISTORY     - 1933     GOOD             CGS
 KV3999  HISTORY     - 1934     GOOD             CGS
 KV3999
 KV3999                          STATION DESCRIPTION
 KV3999
 KV3999'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3999'THIS STATION IS ON THE W SIDE OF THE PASSAIC RIVER, IN PASSAIC
 KV3999'ON THE EDGE OF A 50-FOOT BLUFF APPROXIMATELY 0.5 MILE BELOW THE
 KV3999'UNION AVENUE BRIDGE.  IT IS 11.3 METERS FROM THE CENTER LINE OF,
 KV3999'AND ON THE E SIDE OF RIVER ROAD.  A REFRESHMENT STAND CALLED THE
 KV3999'BRASS RAIL IS JUST TO THE N ON THE PROPERTY OF MR. KATLER.
 KV3999'
 KV3999'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK STAMPED
 KV3999'KATLER-1933 SET IN THE 12-INCH FLAT-TOP TRUNCATED-CONICAL CONCRETE
 KV3999'MONUMENT BURIED WITH TOP 3 INCHES BELOW GROUND SURFACE.
 KV3999'
 KV3999'TWO STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE SIMILARLY
 KV3999'PLACED.  NO.1 TO THE SW NEAR OIL TANKS.  NO.2 ACROSS RIVER ROAD
 KV3999'TO THE W.
 KV3999'
 KV3999'ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV3999'
 KV3999'NORMAL TO SE CORNER OF REFRESHMENT STAND 1.80 METERS.
 KV3999'
 KV3999'NORMAL TO SW CORNER OF REFRESHMENT STAND 3.45 METERS.
 KV3999'
 KV3999'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD SET-UPS
 KV3999'ON THE HARD-FILLED GROUND.
 KV3999'
 KV3999'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 METERS.
 KV3999
 KV3999                          STATION RECOVERY (1933)
 KV3999
 KV3999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3999'STATION RECOVERED AS DESCRIBED, WITH THE FOLLOWING EXCEPTION AND
 KV3999'ADDITION--
 KV3999'
 KV3999'REFERENCE MEASUREMENT TO SW CORNER OF REFRESHMENT STAND SHOULD BE
 KV3999'CHANGED TO READ 5.45 METERS.  REFERENCE DISK NO.1 IS CEMENTED IN
 KV3999'A DRILL HOLE IN THE GAS TANK FOUNDATION.
 KV3999
 KV3999                          STATION RECOVERY (1934)
 KV3999
 KV3999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV3999'STATION RECOVERED IN GOOD CONDITION.
 KV3999'
 KV3999'A COMPLETE NEW DESCRIPTION FOLLOWS--
 KV3999'
 KV3999'THIS STATION IS ON THE W SIDE OF THE PASSAIC RIVER, IN PASSAIC,
 KV3999'AT THE EDGE OF A 50-FOOT BLUFF APPROXIMATELY 0.5 MILE BELOW THE
 KV3999'UNION AVENUE BRIDGE.  IT IS 11.3 METERS FROM THE CENTER LINE OF,
 KV3999'AND ON THE E SIDE OF RIVER ROAD.  IT IS LOCATED BETWEEN AN OIL
 KV3999'HOUSE (ENLARGED FROM AN OLD REFRESHMENT STAND) AND A NEW GARAGE
 KV3999'OWNED BY MR. KATLER.
 KV3999'
 KV3999'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK STAMPED
 KV3999'KATLER-1933 SET IN THE 12-INCH FLAT-TOP TRUNCATED-CONICAL CONCRETE
 KV3999'MONUMENT BURIED WITH TOP 6 INCHES BELOW PRESENT GROUND SURFACE.
 KV3999'
 KV3999'THERE IS ONE STANDARD C. AND G.S. BRONZE REFERENCE DISK SIMILARLY
 KV3999'PLACED STAMPED NO.2 ACROSS RIVER ROAD TO THE W.  ANOTHER REFERENCE
 KV3999'MARK STAMPED NO.1 HAS BEEN REMOVED.
 KV3999'
 KV3999'ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV3999'
 KV3999'NORMAL TO SE CORNER OF OIL HOUSE 1.8 METERS.
 KV3999'
 KV3999'NORMAL TO SW CORNER OF OIL HOUSE 5.45 METERS.
 KV3999'
 KV3999'NORMAL TO NE CORNER OF GARAGE 6.8 METERS.
 KV3999'
 KV3999'NORMAL TO NW CORNER OF GARAGE 4.7 METERS.
 KV3999'
 KV3999'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD SET-UPS
 KV3999'ON THE HARD GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5127 ***********************************************************************
 KV5127  DESIGNATION -  KAYSER
 KV5127  PID         -  KV5127
 KV5127  STATE/COUNTY-  NJ/MONMOUTH
 KV5127  USGS QUAD   -  ASBURY PARK (1989)
 KV5127
 KV5127                         *CURRENT SURVEY CONTROL
 KV5127  ___________________________________________________________________
 KV5127* NAD 83(1996)-  40 13 53.51662(N)    074 03 17.91310(W)     ADJUSTED  
 KV5127* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 KV5127  ___________________________________________________________________
 KV5127  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 KV5127  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KV5127
 KV5127  HORZ ORDER  -  THIRD
 KV5127
 KV5127.The horizontal coordinates were established by classical geodetic methods
 KV5127.and adjusted by the National Geodetic Survey in September 1999..
 KV5127
 KV5127.The orthometric height was scaled from a topographic map.
 KV5127
 KV5127.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5127
 KV5127.The geoid height was determined by GEOID03.
 KV5127
 KV5127;                    North         East     Units Scale Factor Converg.
 KV5127;SPC NJ       -   155,315.458   187,869.942   MT  0.99991765   +0 17 14.8
 KV5127;SPC NJ       -   509,564.13    616,369.97   sFT  0.99991765   +0 17 14.8
 KV5127;UTM  18      - 4,453,883.806   580,394.479   MT  0.99967956   +0 36 37.5
 KV5127
 KV5127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5127!SPC NJ       -   0.99999781  x   0.99991765  =   0.99991546
 KV5127!UTM  18      -   0.99999781  x   0.99967956  =   0.99967737
 KV5127
 KV5127:                Primary Azimuth Mark                     Grid Az
 KV5127:SPC NJ       -  ELECTRIC                                 112 30 24.2
 KV5127:UTM  18      -  ELECTRIC                                 112 11 01.5
 KV5127
 KV5127|---------------------------------------------------------------------|
 KV5127| PID    Reference Object                     Distance      Geod. Az  |
 KV5127|                                                           dddmmss.s |
 KV5127| KV5135 ELECTRIC                            APPROX. 4.1 KM 1124739.0 |
 KV5127| KV5156 BELMAR GAS TANK                     APPROX. 6.5 KM 1612420.7 |
 KV5127| CB5222 KAYSER RM 2                           7.566 METERS 18558     |
 KV5127| CB5221 KAYSER RM 1                           7.210 METERS 29956     |
 KV5127|---------------------------------------------------------------------|
 KV5127
 KV5127                          SUPERSEDED SURVEY CONTROL
 KV5127
 KV5127  NAD 83(1986)-  40 13 53.51536(N)    074 03 17.90874(W) AD(       ) 3
 KV5127  NAD 27      -  40 13 53.11000(N)    074 03 19.40700(W) AD(       ) 3
 KV5127
 KV5127.Superseded values are not recommended for survey control.
 KV5127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5127.See file dsdata.txt to determine how the superseded data were derived.
 KV5127
 KV5127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8039453884(NAD 83)
 KV5127_MARKER: DS = TRIANGULATION STATION DISK
 KV5127_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV5127_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5127
 KV5127  HISTORY     - Date     Condition        Report By
 KV5127  HISTORY     - 1934     MONUMENTED       CGS
 KV5127  HISTORY     - 1960     GOOD             CGS
 KV5127  HISTORY     - 19920801 MARK NOT FOUND   USPSQD
 KV5127
 KV5127                          STATION DESCRIPTION
 KV5127
 KV5127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5127'LOCATED IN LAUREL HILL ABOUT 2.5 MILES W BY N OF ASBURY
 KV5127'PARK.  LOCATED 0.3 MILE N OF ASBURY AVENUE AND 1.2 MILES W OF
 KV5127'STATE HIGHWAY 35 ON PROPERTY OWNED BY E.P. KAYSER, OF E ORANGE,
 KV5127'NEW JERSEY AND KNOWN AS LAUREL LODGE.  LOCATED ON THE HIGHEST
 KV5127'POINT OF THE MOST PROMINENT RIDGE IN THE VICINITY, 4 METERS NE
 KV5127'OF THE NE CORNER OF OBSERVATION PLATFORM AND 25 METERS FROM NE
 KV5127'CORNER OF THE HOUSE.
 KV5127'
 KV5127'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 KV5127'
 KV5127'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 KV5127'
 KV5127'REFERENCE MARK NO.1 IS NW OF THE STATION AND N OF THE
 KV5127'OBSERVATION PLATFORM.  REFERENCE MARK NO.2 IS S OF THE STATION
 KV5127'AND E OF THE NE CORNER OF THE HOUSE.
 KV5127'
 KV5127'REACHED FROM STATE HIGHWAY 35 AS FOLLOWS--TURN W ON ASBURY
 KV5127'AVENUE, 1.2 MILES TO TOP OF RIDGE, TURN N ON WINDING SAND ROAD TO
 KV5127'LAUREL LODGE THE LAST OF THE COTTAGES ON THE W SIDE OF THE ROAD.
 KV5127
 KV5127                          STATION RECOVERY (1960)
 KV5127
 KV5127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ADS)
 KV5127'STATION FOUND IN EXCELLENT CONDITION AND DESCRIPTION ADEQUATE.
 KV5127
 KV5127                          STATION RECOVERY (1992)
 KV5127
 KV5127'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0740 ***********************************************************************
 KV0740  DESIGNATION -  KEANSBURG
 KV0740  PID         -  KV0740
 KV0740  STATE/COUNTY-  NJ/MONMOUTH
 KV0740  USGS QUAD   -  KEYPORT (1977)
 KV0740
 KV0740                         *CURRENT SURVEY CONTROL
 KV0740  ___________________________________________________________________
 KV0740* NAD 83(1996)-  40 27 06.85610(N)    074 07 57.63474(W)     ADJUSTED  
 KV0740* NAVD 88     -         1.535  (meters)       5.04   (feet)  ADJUSTED  
 KV0740  ___________________________________________________________________
 KV0740  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 KV0740  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KV0740  DYNAMIC HT  -           1.535 (meters)       5.04  (feet)  COMP
 KV0740  MODELED GRAV-     980,222.7   (mgal)                       NAVD 88
 KV0740
 KV0740  HORZ ORDER  -  SECOND
 KV0740  VERT ORDER  -  FIRST     CLASS II
 KV0740
 KV0740.The horizontal coordinates were established by classical geodetic methods
 KV0740.and adjusted by the National Geodetic Survey in September 1999..
 KV0740
 KV0740.The orthometric height was determined by differential leveling
 KV0740.and adjusted by the National Geodetic Survey in June 1991..
 KV0740
 KV0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0740
 KV0740.The geoid height was determined by GEOID03.
 KV0740
 KV0740.The dynamic height is computed by dividing the NAVD 88
 KV0740.geopotential number by the normal gravity value computed on the
 KV0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0740.degrees latitude (g = 980.6199 gals.).
 KV0740
 KV0740.The modeled gravity was interpolated from observed gravity values.
 KV0740
 KV0740;                    North         East     Units Scale Factor Converg.
 KV0740;SPC NJ       -   179,753.200   181,156.351   MT  0.99991194   +0 14 18.0
 KV0740;SPC NJ       -   589,740.29    594,343.79   sFT  0.99991194   +0 14 18.0
 KV0740;UTM  18      - 4,478,277.331   573,544.589   MT  0.99966658   +0 33 45.9
 KV0740
 KV0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0740!SPC NJ       -   1.00000483  x   0.99991194  =   0.99991677
 KV0740!UTM  18      -   1.00000483  x   0.99966658  =   0.99967141
 KV0740
 KV0740|---------------------------------------------------------------------|
 KV0740| PID    Reference Object                     Distance      Geod. Az  |
 KV0740|                                                           dddmmss.s |
 KV0740| KV0741 KEANSBURG RM 3                                     12201     |
 KV0740| KV0739 KEANSBURG RM 1                       26.454 METERS 21546     |
 KV0740| KV5109 UNION BEACH WATER TANK              APPROX. 3.3 KM 2461659.2 |
 KV0740| KV5096 LOCKPORT AERO MARINE TANK           APPROX. 5.0 KM 2572605.8 |
 KV0740| KV5101 KEANSBURG STANDPIPE                 447.961 METERS 2693315.3 |
 KV0740| KV5118 VIGNE 2 ECC                         APPROX. 3.6 KM 2740302.2 |
 KV0740| KV0738 KEANSBURG RM 2                       27.454 METERS 30123     |
 KV0740|---------------------------------------------------------------------|
 KV0740
 KV0740                          SUPERSEDED SURVEY CONTROL
 KV0740
 KV0740  NAD 83(1996)-  40 27 06.85571(N)    074 07 57.63429(W) AD(       ) 2
 KV0740  NAD 83(1986)-  40 27 06.85635(N)    074 07 57.63240(W) AD(       ) 2
 KV0740  NAD 27      -  40 27 06.47375(N)    074 07 59.12077(W) AD(       ) 2
 KV0740  NGVD 29 (??/??/??)    1.901  (m)            6.24   (f) ADJUSTED    1 2
 KV0740
 KV0740.Superseded values are not recommended for survey control.
 KV0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0740.See file dsdata.txt to determine how the superseded data were derived.
 KV0740
 KV0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7354578277(NAD 83)
 KV0740_MARKER: DS = TRIANGULATION STATION DISK
 KV0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0740_STAMPING: KEANSBURG 1962
 KV0740_MARK LOGO: CGS   
 KV0740_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0740+STABILITY: SURFACE MOTION
 KV0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0740+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1993
 KV0740
 KV0740  HISTORY     - Date     Condition        Report By
 KV0740  HISTORY     - 1962     MONUMENTED       CGS
 KV0740  HISTORY     - 1964     GOOD             CGS
 KV0740  HISTORY     - 1964     GOOD             CGS
 KV0740  HISTORY     - 1986     GOOD             USPSQD
 KV0740  HISTORY     - 19920728 GOOD             USPSQD
 KV0740  HISTORY     - 19930811 GOOD             NJGS
 KV0740
 KV0740                          STATION DESCRIPTION
 KV0740
 KV0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV0740'THE STATION IS IN THE NORTHERN PART OF KEANSBURG AND IN THE KEANSBURG
 KV0740'FIREMANS MEMORIAL PARK.  IT IS 40 FEET EAST OF THE CENTERLINE OF FOX
 KV0740'AVENUE, 45 FEET SOUTHWEST OF THE CENTERLINE OF CENTER AVENUE AND 30
 KV0740'FEET NORTH OF THE KEANSBURG FIREMENS MEMORIAL MONUMENT.  THE MONUMENT
 KV0740'IS FLUSH AND THE DISK IS STAMPED---KEANSBURG 1962---.
 KV0740'
 KV0740'TO REACH REFERENCE MARK 3 FROM THE STATION, GO SOUTHEAST ON CENTER
 KV0740'AVENUE FOR 0.1 MILE TO THE MARK ON THE LEFT.
 KV0740'
 KV0740'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---KEANSBURG NO 1
 KV0740'1962---CEMENTED IN A DRILLED HOLE IN A SIDEWALK ON THE WEST SIDE FOX
 KV0740'AVENUE.  IT IS 18 FEET NORTH OF THE NORTH CURB OF OAK STREET, 7 FEET
 KV0740'WEST OF THE WEST CURB OF FOX AVENUE AND 1 FOOT EAST OF THE WEST EDGE
 KV0740'OF THE SIDEWALK.
 KV0740'
 KV0740'REFERENCE MARK IS A STANDARD DISK STAMPED---KEANSBURG NO 2
 KV0740'1962---CEMENTED IN A DRILLED HOLE IN A SIDEWALK ON THE WEST SIDE OF
 KV0740'FOX AVENUE.  IT IS 56 FEET SOUTHWEST OF THE CENTERLINE OF CENTER
 KV0740'AVENUE, 6 FEET WEST OF THE WEST CURB OF FOX AVENUE AND 1 FOOT EAST OF
 KV0740'THE WEST EDGE OF THE SIDEWALK.
 KV0740'
 KV0740'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---KEANSBURG NO 3
 KV0740'1962---CEMENTED IN A DRILLED HOLE IN THE SIDEWALK ON THE NORTHEAST
 KV0740'SIDE OF CENTER AVENUE.  IT IS 29 FEET SOUTHEAST OF THE CENTERLINE
 KV0740'OF A PAVED STREET, 23 FEET NORTHEAST OF THE CENTERLINE OF CENTER
 KV0740'AVENUE AND 3 FEET SOUTHWEST OF A WIRE FENCE.
 KV0740'
 KV0740'HEIGHT OF LIGHT ABOVE STATION MARK--26.1 METERS.
 KV0740
 KV0740                          STATION RECOVERY (1964)
 KV0740
 KV0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 KV0740'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE FOUND IN GOOD
 KV0740'CONDITION AND AS DESCRIBED.
 KV0740
 KV0740                          STATION RECOVERY (1964)
 KV0740
 KV0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0740'AT KEANSBURG.
 KV0740'AT KEANSBURG, AT THE INTERSECTION OF CENTER AVENUE AND FOX
 KV0740'AVENUE, AT THE NORTHWEST CORNER OF THE KEANSBURG FIREMANS
 KV0740'MEMORIAL PARK, 123.0 FEET SOUTHEAST OF THE INTERSECTION OF CENTER
 KV0740'AND FOX AVENUES, 89.0 FEET SOUTHEAST OF RM 2, 87.0 FEET NORTHEAST
 KV0740'OF RM 1, 31.1 FEET NORTH-NORTHWEST OF FLAG POLE, 30.5 FEET
 KV0740'SOUTHWEST OF POWER LINE POLE NUMBER 40168 KG, 28.4 FEET SOUTHWEST
 KV0740'OF THE SOUTHWEST CURB OF FOX AVENUE, 24.6 FEET EAST OF THE EAST
 KV0740'CURB OF FOX AVENUE, ABOUT 1 1/2 FEET ABOVE CENTER AVENUE AND SET
 KV0740'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 KV0740'THE GROUND.
 KV0740
 KV0740                          STATION RECOVERY (1986)
 KV0740
 KV0740'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0740'RECOVERED IN GOOD CONDITION.
 KV0740
 KV0740                          STATION RECOVERY (1992)
 KV0740
 KV0740'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0740'RECOVERED IN GOOD CONDITION.
 KV0740
 KV0740                          STATION RECOVERY (1993)
 KV0740
 KV0740'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (RJK)
 KV0740'THE STATION IS LOCATED IN THE BOROUGH OF KEANSBURG, IN A TRIANGULAR
 KV0740'SHAPED AREA FORMED BY THE JUNCTION OF CENTRAL AVENUE, FOX STREET AND
 KV0740'OAK STREET IN FIREMANS MEMORIAL PARK.  TO REACH THE STATION FROM THE
 KV0740'JUNCTION OF STATE ROUTE 35 AND 36, GO ABOUT 4.1 MI (6.6 KM) EAST ON
 KV0740'STATE ROUTE 36 TO THE JUGHANDLE TURN FOR PALMER AVENUE, MAIN STREET,
 KV0740'COUNTY ROAD 7.  TAKE THE JUGHANDLE AND GO 1.1 MI (1.8 KM) NORTH ON
 KV0740'COUNTY ROAD 7, MAIN STREET, TO THE JUNCTION WITH CENTRAL AVENUE. TURN
 KV0740'LEFT AND GO 0.25 MI (0.40 KM) NORTHWEST ON CENTRAL AVENUE TO THE
 KV0740'STATION AND THE PARK ON THE LEFT.  THE STATION IS 8.7 M (28.5 FT)
 KV0740'SOUTHWEST FROM THE SOUTHWEST CURB OF CENTRAL AVENUE, 7.6 M (24.9 FT)
 KV0740'SOUTHEAST FROM THE SOUTHEAST CURB OF FOX STREET, 22.7 M (74.5 FT)
 KV0740'NORTHWEST FROM THE NORTHWEST CURB OF OAK STREET, 9.0 M (29.5 FT) NORTH
 KV0740'NORTHWEST FROM THE NORTHWEST CORNER OF THE FIREMANS MEMORIAL MONUMENT,
 KV0740'9.65 M (31.66 FT) SOUTHWEST FROM POLE NUMBER 40168 KG, 7.2 M (23.6 FT)
 KV0740'SOUTH FROM A 1 FT (0.3 M) DIAMETER TREE, 3.1 M (10.2 FT) EAST FROM A 1
 KV0740'FT (0.3 M) DIAMETER TREE AND 4.6 M (15.1 FT) NORTH NORTHWEST FROM A 1
 KV0740'FT (0.3 M) DIAMETER TREE.  THE STATION IS SET 2 CM BELOW THE GROUND.
 KV0740'REFERENCE MARK NUMBER 2, STAMPED KEANSBURG NO 2 1962, WAS SEARCHED FOR
 KV0740'AND RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0739 ***********************************************************************
 KV0739  DESIGNATION -  KEANSBURG RM 1
 KV0739  PID         -  KV0739
 KV0739  STATE/COUNTY-  NJ/MONMOUTH
 KV0739  USGS QUAD   -  KEYPORT (1977)
 KV0739
 KV0739                         *CURRENT SURVEY CONTROL
 KV0739  ___________________________________________________________________
 KV0739* NAD 83(1986)-  40 27 06.     (N)    074 07 58.     (W)     SCALED    
 KV0739* NAVD 88     -         1.224  (meters)       4.02   (feet)  ADJUSTED  
 KV0739  ___________________________________________________________________
 KV0739  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KV0739  DYNAMIC HT  -           1.224 (meters)       4.02  (feet)  COMP
 KV0739  MODELED GRAV-     980,222.7   (mgal)                       NAVD 88
 KV0739
 KV0739  VERT ORDER  -  FIRST     CLASS II
 KV0739
 KV0739.The horizontal coordinates were scaled from a topographic map and have
 KV0739.an estimated accuracy of +/- 6 seconds.
 KV0739
 KV0739.The orthometric height was determined by differential leveling
 KV0739.and adjusted by the National Geodetic Survey in June 1991..
 KV0739
 KV0739.The geoid height was determined by GEOID03.
 KV0739
 KV0739.The dynamic height is computed by dividing the NAVD 88
 KV0739.geopotential number by the normal gravity value computed on the
 KV0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0739.degrees latitude (g = 980.6199 gals.).
 KV0739
 KV0739.The modeled gravity was interpolated from observed gravity values.
 KV0739
 KV0739;                    North         East    Units  Estimated Accuracy
 KV0739;SPC NJ       -   179,730.      181,150.      MT  (+/- 180 meters Scaled)
 KV0739
 KV0739                          SUPERSEDED SURVEY CONTROL
 KV0739
 KV0739  NGVD 29 (??/??/??)    1.590  (m)            5.22   (f) ADJUSTED    1 2
 KV0739
 KV0739.Superseded values are not recommended for survey control.
 KV0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0739.See file dsdata.txt to determine how the superseded data were derived.
 KV0739
 KV0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK735782(NAD 83)
 KV0739_MARKER: DR = REFERENCE MARK DISK
 KV0739_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0739_SP_SET: SIDEWALK
 KV0739_STAMPING: KEANSBURG NO 1 1962
 KV0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0739
 KV0739  HISTORY     - Date     Condition        Report By
 KV0739  HISTORY     - 1962     MONUMENTED       CGS
 KV0739  HISTORY     - 1964     GOOD             CGS
 KV0739  HISTORY     - 1986     GOOD             USPSQD
 KV0739  HISTORY     - 19920728 GOOD             USPSQD
 KV0739
 KV0739                          STATION DESCRIPTION
 KV0739
 KV0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0739'AT KEANSBURG.
 KV0739'AT KEANSBURG, AT THE INTERSECTION OF CENTER AVENUE AND FOX
 KV0739'AVENUE, AT THE KEANSBURG FIREMANS MEMORIAL PARK, 16.9 FEET
 KV0739'NORTH-NORTHWEST OF POWER LINE POLE NUMBER 40157 KG, 10.2 FEET
 KV0739'EAST OF THE SOUTHEAST CORNER OF HOUSE NUMBER 11, 7.5 FEET WEST
 KV0739'OF THE WEST CURB OF FOX AVENUE, 1.3 FEET EAST OF A CONCRETE
 KV0739'BLOCK FENCE, ABOUT LEVEL WITH FOX AVENUE AND IS SET IN A
 KV0739'SIDEWALK.  IT IS ABOUT 1 1/2 FEET LOWER THAN THE STATION.
 KV0739
 KV0739                          STATION RECOVERY (1986)
 KV0739
 KV0739'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0739'RECOVERED IN GOOD CONDITION.
 KV0739
 KV0739                          STATION RECOVERY (1992)
 KV0739
 KV0739'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0738 ***********************************************************************
 KV0738  DESIGNATION -  KEANSBURG RM 2
 KV0738  PID         -  KV0738
 KV0738  STATE/COUNTY-  NJ/MONMOUTH
 KV0738  USGS QUAD   -  KEYPORT (1977)
 KV0738
 KV0738                         *CURRENT SURVEY CONTROL
 KV0738  ___________________________________________________________________
 KV0738* NAD 83(1986)-  40 27 06.     (N)    074 07 58.     (W)     SCALED    
 KV0738* NAVD 88     -         1.111  (meters)       3.65   (feet)  ADJUSTED  
 KV0738  ___________________________________________________________________
 KV0738  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KV0738  DYNAMIC HT  -           1.111 (meters)       3.65  (feet)  COMP
 KV0738  MODELED GRAV-     980,222.7   (mgal)                       NAVD 88
 KV0738
 KV0738  VERT ORDER  -  FIRST     CLASS II
 KV0738
 KV0738.The horizontal coordinates were scaled from a topographic map and have
 KV0738.an estimated accuracy of +/- 6 seconds.
 KV0738
 KV0738.The orthometric height was determined by differential leveling
 KV0738.and adjusted by the National Geodetic Survey in June 1991..
 KV0738
 KV0738.The geoid height was determined by GEOID03.
 KV0738
 KV0738.The dynamic height is computed by dividing the NAVD 88
 KV0738.geopotential number by the normal gravity value computed on the
 KV0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0738.degrees latitude (g = 980.6199 gals.).
 KV0738
 KV0738.The modeled gravity was interpolated from observed gravity values.
 KV0738
 KV0738;                    North         East    Units  Estimated Accuracy
 KV0738;SPC NJ       -   179,730.      181,150.      MT  (+/- 180 meters Scaled)
 KV0738
 KV0738                          SUPERSEDED SURVEY CONTROL
 KV0738
 KV0738  NGVD 29 (??/??/??)    1.478  (m)            4.85   (f) ADJUSTED    1 2
 KV0738
 KV0738.Superseded values are not recommended for survey control.
 KV0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0738.See file dsdata.txt to determine how the superseded data were derived.
 KV0738
 KV0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK735782(NAD 83)
 KV0738_MARKER: DR = REFERENCE MARK DISK
 KV0738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0738_SP_SET: SIDEWALK
 KV0738_STAMPING: KEANSBURG NO 2 1962
 KV0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0738
 KV0738  HISTORY     - Date     Condition        Report By
 KV0738  HISTORY     - 1962     MONUMENTED       CGS
 KV0738  HISTORY     - 1964     GOOD             CGS
 KV0738  HISTORY     - 1986     GOOD             USPSQD
 KV0738  HISTORY     - 19920728 GOOD             USPSQD
 KV0738
 KV0738                          STATION DESCRIPTION
 KV0738
 KV0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0738'AT KEANSBURG.
 KV0738'AT KEANSBURG, AT THE INTERSECTION OF CENTER AVENUE AND FOX
 KV0738'AVENUE, AT THE KEANSBURG FIREMANS MEMORIAL PARK, 37.7 FEET
 KV0738'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF HOUSE NUMBER 7,
 KV0738'16.6 FEET NORTH-NORTHWEST OF POWER LINE POLE NUMBER 295 KG,
 KV0738'5.6 FEET WEST OF THE WEST CURB OF FOX AVENUE, 1.2 FEET EAST
 KV0738'OF A WHITE WOODEN FENCE, ABOUT 1 1/2 FEET LOWER THAN THE STATION,
 KV0738'ABOUT LEVEL WITH FOX AVENUE AND IS SET IN THE SIDEWALK.
 KV0738
 KV0738                          STATION RECOVERY (1986)
 KV0738
 KV0738'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0738'RECOVERED IN GOOD CONDITION.
 KV0738
 KV0738                          STATION RECOVERY (1992)
 KV0738
 KV0738'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0741 ***********************************************************************
 KV0741  DESIGNATION -  KEANSBURG RM 3
 KV0741  PID         -  KV0741
 KV0741  STATE/COUNTY-  NJ/MONMOUTH
 KV0741  USGS QUAD   -  KEYPORT (1977)
 KV0741
 KV0741                         *CURRENT SURVEY CONTROL
 KV0741  ___________________________________________________________________
 KV0741* NAD 83(1986)-  40 27 04.     (N)    074 07 46.     (W)     SCALED    
 KV0741* NAVD 88     -         1.403  (meters)       4.60   (feet)  ADJUSTED  
 KV0741  ___________________________________________________________________
 KV0741  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KV0741  DYNAMIC HT  -           1.402 (meters)       4.60  (feet)  COMP
 KV0741  MODELED GRAV-     980,222.5   (mgal)                       NAVD 88
 KV0741
 KV0741  VERT ORDER  -  FIRST     CLASS II
 KV0741
 KV0741.The horizontal coordinates were scaled from a topographic map and have
 KV0741.an estimated accuracy of +/- 6 seconds.
 KV0741
 KV0741.The orthometric height was determined by differential leveling
 KV0741.and adjusted by the National Geodetic Survey in June 1991..
 KV0741
 KV0741.The geoid height was determined by GEOID03.
 KV0741
 KV0741.The dynamic height is computed by dividing the NAVD 88
 KV0741.geopotential number by the normal gravity value computed on the
 KV0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0741.degrees latitude (g = 980.6199 gals.).
 KV0741
 KV0741.The modeled gravity was interpolated from observed gravity values.
 KV0741
 KV0741;                    North         East    Units  Estimated Accuracy
 KV0741;SPC NJ       -   179,670.      181,430.      MT  (+/- 180 meters Scaled)
 KV0741
 KV0741                          SUPERSEDED SURVEY CONTROL
 KV0741
 KV0741  NGVD 29 (??/??/??)    1.769  (m)            5.80   (f) ADJUSTED    1 2
 KV0741
 KV0741.Superseded values are not recommended for survey control.
 KV0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0741.See file dsdata.txt to determine how the superseded data were derived.
 KV0741
 KV0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK738781(NAD 83)
 KV0741_MARKER: DR = REFERENCE MARK DISK
 KV0741_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0741_SP_SET: SIDE WALK
 KV0741_STAMPING: KEANSBURG NO 3 1962
 KV0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0741
 KV0741  HISTORY     - Date     Condition        Report By
 KV0741  HISTORY     - 1962     MONUMENTED       CGS
 KV0741  HISTORY     - 1964     GOOD             CGS
 KV0741  HISTORY     - 1986     GOOD             USPSQD
 KV0741  HISTORY     - 19920728 GOOD             USPSQD
 KV0741
 KV0741                          STATION DESCRIPTION
 KV0741
 KV0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0741'AT KEANSBURG.
 KV0741'AT KEANSBURG, AT THE INTERSECTION OF CENTER AVENUE AND PINEVIEW
 KV0741'AVENUE, WHICH IS ABOUT 0.1 MILE SOUTHEAST OF THE KEANSBURG
 KV0741'FIREMANS MEMORIAL PARK AND THE STATION, 11.0 FEET SOUTHEAST OF THE
 KV0741'SOUTHEAST CURB OF PINEVIEW AVENUE, 5.0 FEET SOUTH OF THE WEST
 KV0741'CORNER OF WIRE FENCE, 4.7 FEET NORTHEAST OF THE NORTHEAST CURB
 KV0741'OF CENTER AVENUE, 3.5 FEET SOUTHWEST OF A WIRE FENCE, ABOUT LEVEL
 KV0741'WITH CENTER AVENUE AND IS SET IN THE SIDEWALK.
 KV0741
 KV0741                          STATION RECOVERY (1986)
 KV0741
 KV0741'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0741'RECOVERED IN GOOD CONDITION.
 KV0741
 KV0741                          STATION RECOVERY (1992)
 KV0741
 KV0741'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5101 ***********************************************************************
 KV5101  DESIGNATION -  KEANSBURG STANDPIPE
 KV5101  PID         -  KV5101
 KV5101  STATE/COUNTY-  NJ/MONMOUTH
 KV5101  USGS QUAD   -  KEYPORT (1977)
 KV5101
 KV5101                         *CURRENT SURVEY CONTROL
 KV5101  ___________________________________________________________________
 KV5101* NAD 83(1996)-  40 27 06.74268(N)    074 08 16.64503(W)     ADJUSTED  
 KV5101* NAVD 88     -                                                        
 KV5101  ___________________________________________________________________
 KV5101  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 KV5101  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KV5101
 KV5101  HORZ ORDER  -  THIRD
 KV5101
 KV5101.The horizontal coordinates were established by classical geodetic methods
 KV5101.and adjusted by the National Geodetic Survey in September 1999..
 KV5101
 KV5101
 KV5101.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5101
 KV5101.The geoid height was determined by GEOID03.
 KV5101
 KV5101;                    North         East     Units Scale Factor Converg.
 KV5101;SPC NJ       -   179,747.852   180,708.462   MT  0.99991160   +0 14 05.6
 KV5101;SPC NJ       -   589,722.74    592,874.35   sFT  0.99991160   +0 14 05.6
 KV5101;UTM  18      - 4,478,269.449   573,096.847   MT  0.99966577   +0 33 33.6
 KV5101
 KV5101                          SUPERSEDED SURVEY CONTROL
 KV5101
 KV5101  NAD 83(1996)-  40 27 06.74244(N)    074 08 16.64474(W) AD(       ) 4
 KV5101  NAD 83(1986)-  40 27 06.74297(N)    074 08 16.64309(W) AD(       ) 4
 KV5101  NAD 27      -  40 27 06.35100(N)    074 08 18.12100(W) AD(       ) 3
 KV5101
 KV5101.Superseded values are not recommended for survey control.
 KV5101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5101.See file dsdata.txt to determine how the superseded data were derived.
 KV5101
 KV5101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7309778269(NAD 83)
 KV5101_MARKER: 52 = STANDPIPE TANK
 KV5101
 KV5101  HISTORY     - Date     Condition        Report By
 KV5101  HISTORY     - 1926     FIRST OBSERVED   CGS
 KV5101  HISTORY     - 1930     GOOD             CGS
 KV5101  HISTORY     - 1962     GOOD             CGS
 KV5101  HISTORY     - 1983     GOOD             USPSQD
 KV5101
 KV5101                          STATION DESCRIPTION
 KV5101
 KV5101'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (RFS)
 KV5101'PROMINENT IRON STANDPIPE IN KEANSBURG.
 KV5101
 KV5101                          STATION RECOVERY (1930)
 KV5101
 KV5101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5101'RECOVERED IN GOOD CONDITION, AS ORIGINALLY DESCRIBED.
 KV5101'
 KV5101'THE PROMINENT WATER-STORAGE TANK AT KEANSBURG, ON THE S SIDE
 KV5101'OF HIGHLAND BOULEVARD, (CONCRETE) NEAR THE END OF PINEWOOD
 KV5101'PLACE.  IT IS AN ORDINARY TYPE, FLAT-TOPPED, CYLINDRICAL, BLACK,
 KV5101'IRON STANDPIPE, 4.76 METERS IN DIAMETER, THE MOST PROMINENT
 KV5101'LANDMARK ALONG THE JERSEY COAST OF LOWER BAY.
 KV5101'
 KV5101'THE STATION IS THE TOP-CENTER, APPROXIMATELY 125 FEET ABOVE GROUND.
 KV5101
 KV5101                          STATION RECOVERY (1962)
 KV5101
 KV5101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV5101'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTIONS
 KV5101'ARE ADEQUATE.
 KV5101
 KV5101                          STATION RECOVERY (1983)
 KV5101
 KV5101'RECOVERY NOTE BY US POWER SQUADRON 1983 (PJM)
 KV5101'POSITION BELIEVED MOVED IN AS MUCH AS A BRAND NEW STANDPIPE IS
 KV5101'HERE COORDINATES BELIEVED TO BE IN ERROR ACCORDING TO WILLIARD AND
 KV5101'YORSONIS, INC. 157 BROADSTREET RED BANK N.J.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4157 ***********************************************************************
 KV4157  DESIGNATION -  KEARNY CONGOLEUM NAIRN CHIMNEY
 KV4157  PID         -  KV4157
 KV4157  STATE/COUNTY-  NJ/HUDSON
 KV4157  USGS QUAD   -  ORANGE (1981)
 KV4157
 KV4157                         *CURRENT SURVEY CONTROL
 KV4157  ___________________________________________________________________
 KV4157* NAD 83(1996)-  40 45 43.73263(N)    074 09 37.34965(W)     ADJUSTED  
 KV4157* NAVD 88     -                                                        
 KV4157  ___________________________________________________________________
 KV4157  LAPLACE CORR-           5.87  (seconds)                    DEFLEC99
 KV4157  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KV4157
 KV4157  HORZ ORDER  -  THIRD
 KV4157
 KV4157.The horizontal coordinates were established by classical geodetic methods
 KV4157.and adjusted by the National Geodetic Survey in September 1999..
 KV4157
 KV4157
 KV4157.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4157
 KV4157.The geoid height was determined by GEOID03.
 KV4157
 KV4157;                    North         East     Units Scale Factor Converg.
 KV4157;SPC NJ       -   214,191.841   178,674.052   MT  0.99991012   +0 13 18.3
 KV4157;SPC NJ       -   702,727.73    586,199.79   sFT  0.99991012   +0 13 18.3
 KV4157;SPC NY L     -    66,138.212   286,458.499   MT  0.99999607   -0 06 17.6
 KV4157;SPC NY L     -   216,988.45    939,822.59   sFT  0.99999607   -0 06 17.6
 KV4157;UTM  18      - 4,512,692.819   570,867.371   MT  0.99966181   +0 32 53.6
 KV4157
 KV4157                          SUPERSEDED SURVEY CONTROL
 KV4157
 KV4157  NAD 83(1996)-  40 45 43.73242(N)    074 09 37.34988(W) AD(       ) 4
 KV4157  NAD 83(1986)-  40 45 43.72819(N)    074 09 37.35359(W) AD(       ) 4
 KV4157  NAD 27      -  40 45 43.36600(N)    074 09 38.83000(W) AD(       ) 3
 KV4157
 KV4157.Superseded values are not recommended for survey control.
 KV4157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4157.See file dsdata.txt to determine how the superseded data were derived.
 KV4157
 KV4157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7086712693(NAD 83)
 KV4157_MARKER: 85 = CHIMNEY
 KV4157
 KV4157  HISTORY     - Date     Condition        Report By
 KV4157  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4157  HISTORY     - 20051014 MARK NOT FOUND   GEOCAC
 KV4157
 KV4157                          STATION DESCRIPTION
 KV4157
 KV4157'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4157'THE CHIMNEY IS ON THE E BANK OF THE PASSAIC RIVER, IN KEARNY
 KV4157'APPROXIMATELY 120 METERS W OF RIVER ROAD AND OPPOSITE A LARGE
 KV4157'CEMETERY, IN THE PLANT OF CONGOLEUM-NAIRN INCORPORATED.  THIS
 KV4157'CHIMNEY IS NEAREST TO THE RIVER OF A GROUP OF THREE.  IT IS A
 KV4157'TALL, RED BRICK CHIMNEY.
 KV4157'
 KV4157'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 150 FEET ABOVE
 KV4157'GROUND.
 KV4157
 KV4157                          STATION RECOVERY (2005)
 KV4157
 KV4157'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 KV4157'THERE IS NO CHIMNEY AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4252 ***********************************************************************
 KV4252  DESIGNATION -  KEARNY EMARK CHIMNEY
 KV4252  PID         -  KV4252
 KV4252  STATE/COUNTY-  NJ/HUDSON
 KV4252  USGS QUAD   -  JERSEY CITY (1981)
 KV4252
 KV4252                         *CURRENT SURVEY CONTROL
 KV4252  ___________________________________________________________________
 KV4252* NAD 83(1996)-  40 44 55.21306(N)    074 05 57.20655(W)     ADJUSTED  
 KV4252* NAVD 88     -                                                        
 KV4252  ___________________________________________________________________
 KV4252  LAPLACE CORR-           6.54  (seconds)                    DEFLEC99
 KV4252  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KV4252
 KV4252  HORZ ORDER  -  THIRD
 KV4252
 KV4252.The horizontal coordinates were established by classical geodetic methods
 KV4252.and adjusted by the National Geodetic Survey in September 1999..
 KV4252
 KV4252
 KV4252.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4252
 KV4252.The geoid height was determined by GEOID03.
 KV4252
 KV4252;                    North         East     Units Scale Factor Converg.
 KV4252;SPC NJ       -   212,717.083   183,843.775   MT  0.99991409   +0 15 41.8
 KV4252;SPC NJ       -   697,889.30    603,160.79   sFT  0.99991409   +0 15 41.8
 KV4252;SPC NY L     -    64,633.885   291,620.168   MT  0.99999646   -0 03 53.6
 KV4252;SPC NY L     -   212,053.00    956,757.17   sFT  0.99999646   -0 03 53.6
 KV4252;UTM  18      - 4,511,247.894   576,044.141   MT  0.99967118   +0 35 16.8
 KV4252
 KV4252                          SUPERSEDED SURVEY CONTROL
 KV4252
 KV4252  NAD 83(1996)-  40 44 55.21292(N)    074 05 57.20674(W) AD(       ) 4
 KV4252  NAD 83(1996)-  40 44 55.21153(N)    074 05 57.20830(W) AD(       ) 4
 KV4252  NAD 83(1992)-  40 44 55.21080(N)    074 05 57.20944(W) AD(       ) 4
 KV4252  NAD 83(1986)-  40 44 55.21312(N)    074 05 57.21118(W) AD(       ) 4
 KV4252  NAD 27      -  40 44 54.85000(N)    074 05 58.69500(W) AD(       ) 3
 KV4252
 KV4252.Superseded values are not recommended for survey control.
 KV4252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4252.See file dsdata.txt to determine how the superseded data were derived.
 KV4252
 KV4252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7604411248(NAD 83)
 KV4252_MARKER: 85 = CHIMNEY
 KV4252
 KV4252  HISTORY     - Date     Condition        Report By
 KV4252  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4252  HISTORY     - 1934     GOOD             CGS
 KV4252
 KV4252                          STATION DESCRIPTION
 KV4252
 KV4252'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4252'STATION IS ON THE W SIDE OF THE HACKENSACK RIVER, IN KEARNY
 KV4252'APPROXIMATELY 325 METERS E OF BELLVILLE TURNPIKE AND S OF THE
 KV4252'PENNSYLVANIA RAILROAD (MAIN LINE), RISING FROM THE GROUND AT
 KV4252'THE NW CORNER OF THE BOILER HOUSE (A HIGH, ONE STORY, CONCRETE
 KV4252'BUILDING).
 KV4252'
 KV4252'IT IS A CONCRETE CHIMNEY HAVING EMARK IN BLACK LETTERS ON ITS
 KV4252'N AND S SIDES.
 KV4252'
 KV4252'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 150 FEET ABOVE
 KV4252'GROUND.
 KV4252
 KV4252                          STATION RECOVERY (1934)
 KV4252
 KV4252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4252'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4146 ***********************************************************************
 KV4146  DESIGNATION -  KEARNY HOMESTEAD SPIRE
 KV4146  PID         -  KV4146
 KV4146  STATE/COUNTY-  NJ/HUDSON
 KV4146  USGS QUAD   -  ORANGE (1981)
 KV4146
 KV4146                         *CURRENT SURVEY CONTROL
 KV4146  ___________________________________________________________________
 KV4146* NAD 83(1996)-  40 45 24.94017(N)    074 09 29.46048(W)     ADJUSTED  
 KV4146* NAVD 88     -                                                        
 KV4146  ___________________________________________________________________
 KV4146  LAPLACE CORR-           5.85  (seconds)                    DEFLEC99
 KV4146  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KV4146
 KV4146  HORZ ORDER  -  THIRD
 KV4146
 KV4146.The horizontal coordinates were established by classical geodetic methods
 KV4146.and adjusted by the National Geodetic Survey in September 1999..
 KV4146
 KV4146
 KV4146.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4146
 KV4146.The geoid height was determined by GEOID03.
 KV4146
 KV4146;                    North         East     Units Scale Factor Converg.
 KV4146;SPC NJ       -   213,612.925   178,861.329   MT  0.99991025   +0 13 23.4
 KV4146;SPC NJ       -   700,828.40    586,814.21   sFT  0.99991025   +0 13 23.4
 KV4146;SPC NY L     -    65,558.187   286,642.490   MT  0.99999622   -0 06 12.5
 KV4146;SPC NY L     -   215,085.49    940,426.24   sFT  0.99999622   -0 06 12.5
 KV4146;UTM  18      - 4,512,115.122   571,057.897   MT  0.99966215   +0 32 58.6
 KV4146
 KV4146                          SUPERSEDED SURVEY CONTROL
 KV4146
 KV4146  NAD 83(1996)-  40 45 24.93997(N)    074 09 29.46072(W) AD(       ) 4
 KV4146  NAD 83(1986)-  40 45 24.93652(N)    074 09 29.46525(W) AD(       ) 4
 KV4146  NAD 27      -  40 45 24.57600(N)    074 09 30.94500(W) AD(       ) 3
 KV4146
 KV4146.Superseded values are not recommended for survey control.
 KV4146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4146.See file dsdata.txt to determine how the superseded data were derived.
 KV4146
 KV4146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7105812115(NAD 83)
 KV4146_MARKER: 89 = SPIRE
 KV4146
 KV4146  HISTORY     - Date     Condition        Report By
 KV4146  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4146  HISTORY     - 20051014 MARK NOT FOUND   GEOCAC
 KV4146
 KV4146                          STATION DESCRIPTION
 KV4146
 KV4146'DESCRIBED BY GEOCACHING 2005 (WD)
 KV4146'THERE IS NO SPIRE AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4279 ***********************************************************************
 KV4279  DESIGNATION -  KEARNY KOPPERS PLANT NW CHIM
 KV4279  PID         -  KV4279
 KV4279  STATE/COUNTY-  NJ/HUDSON
 KV4279  USGS QUAD   -  JERSEY CITY (1981)
 KV4279
 KV4279                         *CURRENT SURVEY CONTROL
 KV4279  ___________________________________________________________________
 KV4279* NAD 83(1996)-  40 44 42.77614(N)    074 04 50.85582(W)     ADJUSTED  
 KV4279* NAVD 88     -                                                        
 KV4279  ___________________________________________________________________
 KV4279  LAPLACE CORR-           6.45  (seconds)                    DEFLEC99
 KV4279  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KV4279
 KV4279  HORZ ORDER  -  THIRD
 KV4279
 KV4279.The horizontal coordinates were established by classical geodetic methods
 KV4279.and adjusted by the National Geodetic Survey in September 1999..
 KV4279
 KV4279
 KV4279.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4279
 KV4279.The geoid height was determined by GEOID03.
 KV4279
 KV4279;                    North         East     Units Scale Factor Converg.
 KV4279;SPC NJ       -   212,340.749   185,402.008   MT  0.99991542   +0 16 25.0
 KV4279;SPC NJ       -   696,654.61    608,273.09   sFT  0.99991542   +0 16 25.0
 KV4279;SPC NY L     -    64,248.646   293,176.358   MT  0.99999657   -0 03 10.2
 KV4279;SPC NY L     -   210,789.10    961,862.77   sFT  0.99999657   -0 03 10.2
 KV4279;UTM  18      - 4,510,880.531   577,604.115   MT  0.99967413   +0 35 60.0
 KV4279
 KV4279                          SUPERSEDED SURVEY CONTROL
 KV4279
 KV4279  NAD 83(1996)-  40 44 42.77601(N)    074 04 50.85590(W) AD(       ) 4
 KV4279  NAD 83(1996)-  40 44 42.77505(N)    074 04 50.85724(W) AD(       ) 4
 KV4279  NAD 83(1992)-  40 44 42.77417(N)    074 04 50.85827(W) AD(       ) 4
 KV4279  NAD 83(1986)-  40 44 42.77541(N)    074 04 50.85840(W) AD(       ) 4
 KV4279  NAD 27      -  40 44 42.41100(N)    074 04 52.34500(W) AD(       ) 3
 KV4279
 KV4279.Superseded values are not recommended for survey control.
 KV4279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4279.See file dsdata.txt to determine how the superseded data were derived.
 KV4279
 KV4279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7760410881(NAD 83)
 KV4279_MARKER: 85 = CHIMNEY
 KV4279
 KV4279  HISTORY     - Date     Condition        Report By
 KV4279  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4279
 KV4279                          STATION DESCRIPTION
 KV4279
 KV4279'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4279'STATION IS ON THE W SIDE OF THE HACKENSACK RIVER, IN KEARNY AT THE
 KV4279'INTERSECTION OF THE HACKENSACK RIVER AND THE DELAWARE LACKAWANNA
 KV4279'AND WESTERN RAILROAD (MAIN LINE) ON THE PENINSULA OF LAND ON THE
 KV4279'N SIDE OF NEWARK TURNPIKE, ON THE PROPERTY OF THE KOPPERS
 KV4279'SEABOARD COKE BY-PRODUCTS PLANT, RISING FROM THE GROUND W OF
 KV4279'THE CRUSHER AND MIXER BUILDING (MONITOR-ROOFED WITH A LARGE NEON
 KV4279'SIGN KOPPERS SEABOARD COKE ATOP).  IT IS A TALL, YELLOW BRICK
 KV4279'CHIMNEY.
 KV4279'
 KV4279'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 225 FEET ABOVE
 KV4279'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4282 ***********************************************************************
 KV4282  DESIGNATION -  KEARNY KOPPERS PLANT E CHIM
 KV4282  PID         -  KV4282
 KV4282  STATE/COUNTY-  NJ/HUDSON
 KV4282  USGS QUAD   -  JERSEY CITY (1981)
 KV4282
 KV4282                         *CURRENT SURVEY CONTROL
 KV4282  ___________________________________________________________________
 KV4282* NAD 83(1996)-  40 44 43.64277(N)    074 04 43.09988(W)     ADJUSTED  
 KV4282* NAVD 88     -                                                        
 KV4282  ___________________________________________________________________
 KV4282  LAPLACE CORR-           6.43  (seconds)                    DEFLEC99
 KV4282  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KV4282
 KV4282  HORZ ORDER  -  THIRD
 KV4282
 KV4282.The horizontal coordinates were established by classical geodetic methods
 KV4282.and adjusted by the National Geodetic Survey in September 1999..
 KV4282
 KV4282
 KV4282.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4282
 KV4282.The geoid height was determined by GEOID03.
 KV4282
 KV4282;                    North         East     Units Scale Factor Converg.
 KV4282;SPC NJ       -   212,368.350   185,583.822   MT  0.99991558   +0 16 30.1
 KV4282;SPC NJ       -   696,745.16    608,869.59   sFT  0.99991558   +0 16 30.1
 KV4282;SPC NY L     -    64,275.213   293,358.341   MT  0.99999656   -0 03 05.2
 KV4282;SPC NY L     -   210,876.26    962,459.82   sFT  0.99999656   -0 03 05.2
 KV4282;UTM  18      - 4,510,909.160   577,785.724   MT  0.99967447   +0 36 05.0
 KV4282
 KV4282                          SUPERSEDED SURVEY CONTROL
 KV4282
 KV4282  NAD 83(1996)-  40 44 43.64263(N)    074 04 43.09996(W) AD(       ) 4
 KV4282  NAD 83(1996)-  40 44 43.64170(N)    074 04 43.10136(W) AD(       ) 4
 KV4282  NAD 83(1992)-  40 44 43.64064(N)    074 04 43.10251(W) AD(       ) 4
 KV4282  NAD 83(1986)-  40 44 43.64194(N)    074 04 43.10229(W) AD(       ) 4
 KV4282  NAD 27      -  40 44 43.27800(N)    074 04 44.58800(W) AD(       ) 3
 KV4282
 KV4282.Superseded values are not recommended for survey control.
 KV4282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4282.See file dsdata.txt to determine how the superseded data were derived.
 KV4282
 KV4282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7778610909(NAD 83)
 KV4282_MARKER: 85 = CHIMNEY
 KV4282
 KV4282  HISTORY     - Date     Condition        Report By
 KV4282  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4282
 KV4282                          STATION DESCRIPTION
 KV4282
 KV4282'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4282'STATION IS ON THE W SIDE OF THE HACKENSACK RIVER, IN KEARNY AT
 KV4282'THE INTERSECTION OF THE HACKENSACK RIVER AND THE DELAWARE
 KV4282'LACKAWANNA AND WESTERN RAILROAD (MAIN LINE) ON THE PENINSULA OF
 KV4282'LAND ON THE N SIDE OF NEWARK TURNPIKE, ON THE PROPERTY OF THE
 KV4282'KOPPERS SEABOARD COKE BY-PRODUCTS PLANT, RISING FROM THE GROUND
 KV4282'E OF THE CRUSHER AND MIXER BUILDING (MONITOR-ROOFED WITH A LARGE
 KV4282'NEON SIGN KOPPERS SEABOARD COKE ATOP).  IT IS THE EASTERLY OF
 KV4282'THE YELLOW BRICK TWIN CHIMNEYS.
 KV4282'
 KV4282'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 225 FEET ABOVE
 KV4282'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4283 ***********************************************************************
 KV4283  DESIGNATION -  KEARNY KOPPERS PLANT W CHIM
 KV4283  PID         -  KV4283
 KV4283  STATE/COUNTY-  NJ/HUDSON
 KV4283  USGS QUAD   -  JERSEY CITY (1981)
 KV4283
 KV4283                         *CURRENT SURVEY CONTROL
 KV4283  ___________________________________________________________________
 KV4283* NAD 83(1996)-  40 44 43.61963(N)    074 04 43.61506(W)     ADJUSTED  
 KV4283* NAVD 88     -                                                        
 KV4283  ___________________________________________________________________
 KV4283  LAPLACE CORR-           6.44  (seconds)                    DEFLEC99
 KV4283  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KV4283
 KV4283  HORZ ORDER  -  THIRD
 KV4283
 KV4283.The horizontal coordinates were established by classical geodetic methods
 KV4283.and adjusted by the National Geodetic Survey in September 1999..
 KV4283
 KV4283
 KV4283.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4283
 KV4283.The geoid height was determined by GEOID03.
 KV4283
 KV4283;                    North         East     Units Scale Factor Converg.
 KV4283;SPC NJ       -   212,367.578   185,571.740   MT  0.99991557   +0 16 29.8
 KV4283;SPC NJ       -   696,742.63    608,829.95   sFT  0.99991557   +0 16 29.8
 KV4283;SPC NY L     -    64,274.510   293,346.254   MT  0.99999656   -0 03 05.5
 KV4283;SPC NY L     -   210,873.95    962,420.17   sFT  0.99999656   -0 03 05.5
 KV4283;UTM  18      - 4,510,908.320   577,773.650   MT  0.99967445   +0 36 04.7
 KV4283
 KV4283                          SUPERSEDED SURVEY CONTROL
 KV4283
 KV4283  NAD 83(1996)-  40 44 43.61948(N)    074 04 43.61515(W) AD(       ) 4
 KV4283  NAD 83(1996)-  40 44 43.61855(N)    074 04 43.61655(W) AD(       ) 4
 KV4283  NAD 83(1992)-  40 44 43.61749(N)    074 04 43.61769(W) AD(       ) 4
 KV4283  NAD 83(1986)-  40 44 43.61880(N)    074 04 43.61751(W) AD(       ) 4
 KV4283  NAD 27      -  40 44 43.25600(N)    074 04 45.10600(W) AD(       ) 3
 KV4283
 KV4283.Superseded values are not recommended for survey control.
 KV4283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4283.See file dsdata.txt to determine how the superseded data were derived.
 KV4283
 KV4283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7777410908(NAD 83)
 KV4283_MARKER: 85 = CHIMNEY
 KV4283
 KV4283  HISTORY     - Date     Condition        Report By
 KV4283  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4283
 KV4283                          STATION DESCRIPTION
 KV4283
 KV4283'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4283'STATION IS ON THE W SIDE OF THE HACKENSACK RIVER, IN KEARNY
 KV4283'AT THE INTERSECTION OF THE HACKENSACK RIVER AND THE DELAWARE
 KV4283'LACKAWANNA AND WESTERN RAILROAD (MAIN LINE) ON THE PENINSULA OF
 KV4283'LAND ON THE N SIDE OF NEWARK TURNPIKE, ON THE PROPERTY OF THE
 KV4283'KOPPERS SEABOARD COKE BY-PRODUCTS PLANT, RISING FROM THE GROUND
 KV4283'E OF THE CRUSHER AND MIXER BUILDING (MONITOR-ROOFED WITH A LARGE
 KV4283'NEON SIGN KOPPERS SEABOARD COKE ATOP).  IT IS THE WESTERLY
 KV4283'YELLOW BRICK TWIN CHIMNEY.
 KV4283'
 KV4283'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 225 FEET ABOVE
 KV4283'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4285 ***********************************************************************
 KV4285  DESIGNATION -  KEARNY KOPPERS PLANT SLEN CHIM
 KV4285  PID         -  KV4285
 KV4285  STATE/COUNTY-  NJ/HUDSON
 KV4285  USGS QUAD   -  JERSEY CITY (1981)
 KV4285
 KV4285                         *CURRENT SURVEY CONTROL
 KV4285  ___________________________________________________________________
 KV4285* NAD 83(1996)-  40 44 40.87489(N)    074 04 42.25985(W)     ADJUSTED  
 KV4285* NAVD 88     -                                                        
 KV4285  ___________________________________________________________________
 KV4285  LAPLACE CORR-           6.42  (seconds)                    DEFLEC99
 KV4285  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KV4285
 KV4285  HORZ ORDER  -  THIRD
 KV4285
 KV4285.The horizontal coordinates were established by classical geodetic methods
 KV4285.and adjusted by the National Geodetic Survey in September 1999..
 KV4285
 KV4285
 KV4285.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4285
 KV4285.The geoid height was determined by GEOID03.
 KV4285
 KV4285;                    North         East     Units Scale Factor Converg.
 KV4285;SPC NJ       -   212,283.072   185,603.937   MT  0.99991560   +0 16 30.6
 KV4285;SPC NJ       -   696,465.38    608,935.58   sFT  0.99991560   +0 16 30.6
 KV4285;SPC NY L     -    64,189.815   293,377.972   MT  0.99999658   -0 03 04.6
 KV4285;SPC NY L     -   210,596.08    962,524.23   sFT  0.99999658   -0 03 04.6
 KV4285;UTM  18      - 4,510,824.019   577,806.320   MT  0.99967451   +0 36 05.6
 KV4285
 KV4285                          SUPERSEDED SURVEY CONTROL
 KV4285
 KV4285  NAD 83(1996)-  40 44 40.87475(N)    074 04 42.25993(W) AD(       ) 4
 KV4285  NAD 83(1996)-  40 44 40.87383(N)    074 04 42.26133(W) AD(       ) 4
 KV4285  NAD 83(1992)-  40 44 40.87277(N)    074 04 42.26248(W) AD(       ) 4
 KV4285  NAD 83(1986)-  40 44 40.87402(N)    074 04 42.26228(W) AD(       ) 4
 KV4285  NAD 27      -  40 44 40.51000(N)    074 04 43.74900(W) AD(       ) 3
 KV4285
 KV4285.Superseded values are not recommended for survey control.
 KV4285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4285.See file dsdata.txt to determine how the superseded data were derived.
 KV4285
 KV4285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7780610824(NAD 83)
 KV4285_MARKER: 85 = CHIMNEY
 KV4285
 KV4285  HISTORY     - Date     Condition        Report By
 KV4285  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4285
 KV4285                          STATION DESCRIPTION
 KV4285
 KV4285'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4285'STATION IS ON THE W SIDE OF THE HACKENSACK RIVER, IN KEARNY AT
 KV4285'THE INTERSECTION OF THE HACKENSACK RIVER AND THE DELAWARE
 KV4285'LACKAWANNA AND WESTERN RAILROAD (MAIN LINE) ON THE PENINSULA OF
 KV4285'LAND ON THE N SIDE OF NEWARK TURNPIKE, ON THE PROPERTY OF THE
 KV4285'KOPPERS SEABOARD COKE BY-PRODUCTS PLANT, RISING FROM THE GROUND
 KV4285'E OF THE BY-PRODUCTS BUILDING (THE LARGEST BUILDING IN THE
 KV4285'PLANT).  IT IS A TAPERING-TOP, REDDISH BRICK CHIMNEY.
 KV4285'
 KV4285'THE STATION IS THE CHIMNEY TOP, 200 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4127 ***********************************************************************
 KV4127  DESIGNATION -  KEARNY MARTIN DENNIS CHEM CHIM
 KV4127  PID         -  KV4127
 KV4127  STATE/COUNTY-  NJ/HUDSON
 KV4127  USGS QUAD   -  WEEHAWKEN (1995)
 KV4127
 KV4127                         *CURRENT SURVEY CONTROL
 KV4127  ___________________________________________________________________
 KV4127* NAD 83(1996)-  40 45 04.64452(N)    074 05 53.61674(W)     ADJUSTED  
 KV4127* NAVD 88     -                                                        
 KV4127  ___________________________________________________________________
 KV4127  LAPLACE CORR-           6.56  (seconds)                    DEFLEC99
 KV4127  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KV4127
 KV4127  HORZ ORDER  -  THIRD
 KV4127
 KV4127.The horizontal coordinates were established by classical geodetic methods
 KV4127.and adjusted by the National Geodetic Survey in September 1999..
 KV4127
 KV4127
 KV4127.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4127
 KV4127.The geoid height was determined by GEOID03.
 KV4127
 KV4127;                    North         East     Units Scale Factor Converg.
 KV4127;SPC NJ       -   213,008.372   183,926.650   MT  0.99991416   +0 15 44.2
 KV4127;SPC NJ       -   698,844.97    603,432.68   sFT  0.99991416   +0 15 44.2
 KV4127;SPC NY L     -    64,924.720   291,704.709   MT  0.99999638   -0 03 51.3
 KV4127;SPC NY L     -   213,007.19    957,034.53   sFT  0.99999638   -0 03 51.3
 KV4127;UTM  18      - 4,511,539.579   576,125.336   MT  0.99967133   +0 35 19.3
 KV4127
 KV4127                          SUPERSEDED SURVEY CONTROL
 KV4127
 KV4127  NAD 83(1996)-  40 45 04.64437(N)    074 05 53.61688(W) AD(       ) 4
 KV4127  NAD 83(1996)-  40 45 04.64303(N)    074 05 53.61854(W) AD(       ) 4
 KV4127  NAD 83(1992)-  40 45 04.64223(N)    074 05 53.61957(W) AD(       ) 4
 KV4127  NAD 83(1986)-  40 45 04.64451(N)    074 05 53.62080(W) AD(       ) 4
 KV4127  NAD 27      -  40 45 04.28100(N)    074 05 55.10600(W) AD(       ) 3
 KV4127
 KV4127.Superseded values are not recommended for survey control.
 KV4127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4127.See file dsdata.txt to determine how the superseded data were derived.
 KV4127
 KV4127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7612511540(NAD 83)
 KV4127_MARKER: 85 = CHIMNEY
 KV4127
 KV4127  HISTORY     - Date     Condition        Report By
 KV4127  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4127  HISTORY     - 1934     GOOD             CGS
 KV4127  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV4127
 KV4127                          STATION DESCRIPTION
 KV4127
 KV4127'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4127'THE CHIMNEY IS ON THE W SIDE OF THE HACKENSACK RIVER, IN KEARNY
 KV4127'ON THE N SIDE OF BELLEVILLE TURNPIKE JUST SE OF THE PENNSYLVANIA
 KV4127'RAILROAD (MAIN LINE), ON THE PROPERTY OF THE MARTIN DENNIS
 KV4127'CHEMICAL COMPANY, RISING FROM THE GROUND ON THE NW SIDE OF THE
 KV4127'POWER HOUSE (A RED BRICK, MONITOR-ROOFED BUILDING, THE LAST IN
 KV4127'THE NW CORNER OF THE PLANT).  IT IS A SOOT-BLACKENED, RED BRICK
 KV4127'CHIMNEY (3.4 METERS BASE DIAMETER).  A LONE WATER TANK IS
 KV4127'LOCATED JUST WESTWARD.
 KV4127'
 KV4127'THE STATION IS THE CHIMNEY TOP, 110 FEET ABOVE GROUND.
 KV4127
 KV4127                          STATION RECOVERY (1934)
 KV4127
 KV4127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4127'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 KV4127
 KV4127                          STATION RECOVERY (1989)
 KV4127
 KV4127'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV4127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4326 ***********************************************************************
 KV4326  DESIGNATION -  KEARNY POINT WEST ELEC S CHIM
 KV4326  PID         -  KV4326
 KV4326  STATE/COUNTY-  NJ/HUDSON
 KV4326  USGS QUAD   -  JERSEY CITY (1981)
 KV4326
 KV4326                         *CURRENT SURVEY CONTROL
 KV4326  ___________________________________________________________________
 KV4326* NAD 83(1996)-  40 43 24.51411(N)    074 07 06.82836(W)     ADJUSTED  
 KV4326* NAVD 88     -                                                        
 KV4326  ___________________________________________________________________
 KV4326  LAPLACE CORR-           6.26  (seconds)                    DEFLEC99
 KV4326  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV4326
 KV4326  HORZ ORDER  -  THIRD
 KV4326
 KV4326.The horizontal coordinates were established by classical geodetic methods
 KV4326.and adjusted by the National Geodetic Survey in September 1999..
 KV4326
 KV4326
 KV4326.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4326
 KV4326.The geoid height was determined by GEOID03.
 KV4326
 KV4326;                    North         East     Units Scale Factor Converg.
 KV4326;SPC NJ       -   209,912.296   182,222.798   MT  0.99991278   +0 14 55.9
 KV4326;SPC NJ       -   688,687.26    597,842.63   sFT  0.99991278   +0 14 55.9
 KV4326;SPC NY L     -    61,838.146   289,983.100   MT  0.99999733   -0 04 39.2
 KV4326;SPC NY L     -   202,880.65    951,386.22   sFT  0.99999733   -0 04 39.2
 KV4326;UTM  18      - 4,508,434.606   574,439.555   MT  0.99966820   +0 34 30.3
 KV4326
 KV4326                          SUPERSEDED SURVEY CONTROL
 KV4326
 KV4326  NAD 83(1996)-  40 43 24.51403(N)    074 07 06.82852(W) AD(       ) 4
 KV4326  NAD 83(1996)-  40 43 24.51288(N)    074 07 06.83066(W) AD(       ) 4
 KV4326  NAD 83(1992)-  40 43 24.51225(N)    074 07 06.83109(W) AD(       ) 4
 KV4326  NAD 83(1986)-  40 43 24.51322(N)    074 07 06.83215(W) AD(       ) 4
 KV4326  NAD 27      -  40 43 24.14700(N)    074 07 08.32100(W) AD(       ) 3
 KV4326
 KV4326.Superseded values are not recommended for survey control.
 KV4326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4326.See file dsdata.txt to determine how the superseded data were derived.
 KV4326
 KV4326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7444008435(NAD 83)
 KV4326_MARKER: 85 = CHIMNEY
 KV4326
 KV4326  HISTORY     - Date     Condition        Report By
 KV4326  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4326  HISTORY     - 1989     GOOD             USPSQD
 KV4326
 KV4326                          STATION DESCRIPTION
 KV4326
 KV4326'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4326'STATION IS THE SOUTHERLY OF PROMINENT, TALL, TWIN CHIMNEYS, ON
 KV4326'KEARNY POINT, ABOUT 75 METERS E OF THE PASSAIC RIVER AND ABOUT
 KV4326'100 YARDS N OF THE CENTRAL RAILROAD OF NEW JERSEY TRACKS, IN THE
 KV4326'PLANT OF THE WESTERN ELECTRIC COMPANY, INCORPORATED, RISING OUT OF
 KV4326'THE CENTER RIDGE OF THE POWER HOUSE.  IT IS AN ORDINARY-TYPE,
 KV4326'ROUND, YELLOW BRICK CHIMNEY.
 KV4326'
 KV4326'THE STATION IS THE CHIMNEY TOP, 293 FEET ABOVE GROUND.
 KV4326
 KV4326                          STATION RECOVERY (1989)
 KV4326
 KV4326'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV4326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4328 ***********************************************************************
 KV4328  DESIGNATION -  KEARNY POINT WEST ELEC N CHIM
 KV4328  PID         -  KV4328
 KV4328  STATE/COUNTY-  NJ/HUDSON
 KV4328  USGS QUAD   -  JERSEY CITY (1981)
 KV4328
 KV4328                         *CURRENT SURVEY CONTROL
 KV4328  ___________________________________________________________________
 KV4328* NAD 83(1996)-  40 43 24.96015(N)    074 07 06.59414(W)     ADJUSTED  
 KV4328* NAVD 88     -                                                        
 KV4328  ___________________________________________________________________
 KV4328  LAPLACE CORR-           6.26  (seconds)                    DEFLEC99
 KV4328  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV4328
 KV4328  HORZ ORDER  -  THIRD
 KV4328
 KV4328.The horizontal coordinates were established by classical geodetic methods
 KV4328.and adjusted by the National Geodetic Survey in September 1999..
 KV4328
 KV4328
 KV4328.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4328
 KV4328.The geoid height was determined by GEOID03.
 KV4328
 KV4328;                    North         East     Units Scale Factor Converg.
 KV4328;SPC NJ       -   209,926.078   182,228.235   MT  0.99991278   +0 14 56.0
 KV4328;SPC NJ       -   688,732.47    597,860.47   sFT  0.99991278   +0 14 56.0
 KV4328;SPC NY L     -    61,851.897   289,988.615   MT  0.99999733   -0 04 39.0
 KV4328;SPC NY L     -   202,925.77    951,404.31   sFT  0.99999733   -0 04 39.0
 KV4328;UTM  18      - 4,508,448.415   574,444.912   MT  0.99966821   +0 34 30.5
 KV4328
 KV4328                          SUPERSEDED SURVEY CONTROL
 KV4328
 KV4328  NAD 83(1996)-  40 43 24.96007(N)    074 07 06.59430(W) AD(       ) 4
 KV4328  NAD 83(1996)-  40 43 24.95893(N)    074 07 06.59642(W) AD(       ) 4
 KV4328  NAD 83(1992)-  40 43 24.95829(N)    074 07 06.59686(W) AD(       ) 4
 KV4328  NAD 83(1986)-  40 43 24.95924(N)    074 07 06.59797(W) AD(       ) 4
 KV4328  NAD 27      -  40 43 24.59300(N)    074 07 08.08500(W) AD(       ) 3
 KV4328
 KV4328.Superseded values are not recommended for survey control.
 KV4328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4328.See file dsdata.txt to determine how the superseded data were derived.
 KV4328
 KV4328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7444508448(NAD 83)
 KV4328_MARKER: 85 = CHIMNEY
 KV4328
 KV4328  HISTORY     - Date     Condition        Report By
 KV4328  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4328  HISTORY     - 1989     GOOD             USPSQD
 KV4328
 KV4328                          STATION DESCRIPTION
 KV4328
 KV4328'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4328'STATION IS THE NORTHERLY OF PROMINENT, TALL, TWIN CHIMNEYS, ON
 KV4328'KEARNY POINT, ABOUT 75 METERS E OF THE PASSAIC RIVER AND ABOUT
 KV4328'100 YARDS N OF THE CENTRAL RAILROAD OF NEW JERSEY TRACKS, IN THE
 KV4328'PLANT OF THE WESTERN ELECTRIC COMPANY, INCORPORATED, RISING OUT
 KV4328'OF THE CENTER RIDGE OF THE POWER HOUSE.  IT IS AN ORDINARY-TYPE,
 KV4328'ROUND, YELLOW BRICK CHIMNEY.
 KV4328'
 KV4328'THE STATION IS THE CHIMNEY TOP, 293 FEET ABOVE GROUND.
 KV4328
 KV4328                          STATION RECOVERY (1989)
 KV4328
 KV4328'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV4328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4344 ***********************************************************************
 KV4344  DESIGNATION -  KEARNY POINT WOR E RADIO TOWER
 KV4344  PID         -  KV4344
 KV4344  STATE/COUNTY-  NJ/HUDSON
 KV4344  USGS QUAD   -  JERSEY CITY (1981)
 KV4344
 KV4344                         *CURRENT SURVEY CONTROL
 KV4344  ___________________________________________________________________
 KV4344* NAD 83(1996)-  40 43 45.81372(N)    074 06 15.99940(W)     ADJUSTED  
 KV4344* NAVD 88     -                                                        
 KV4344  ___________________________________________________________________
 KV4344  LAPLACE CORR-           6.35  (seconds)                    DEFLEC99
 KV4344  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV4344
 KV4344  HORZ ORDER  -  THIRD
 KV4344
 KV4344.The horizontal coordinates were established by classical geodetic methods
 KV4344.and adjusted by the National Geodetic Survey in September 1999..
 KV4344
 KV4344
 KV4344.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4344
 KV4344.The geoid height was determined by GEOID03.
 KV4344
 KV4344;                    North         East     Units Scale Factor Converg.
 KV4344;SPC NJ       -   210,574.535   183,412.592   MT  0.99991374   +0 15 29.2
 KV4344;SPC NJ       -   690,859.95    601,746.15   sFT  0.99991374   +0 15 29.2
 KV4344;SPC NY L     -    62,493.651   291,176.748   MT  0.99999711   -0 04 05.9
 KV4344;SPC NY L     -   205,031.25    955,302.38   sFT  0.99999711   -0 04 05.9
 KV4344;UTM  18      - 4,509,103.446   575,625.270   MT  0.99967039   +0 35 03.7
 KV4344
 KV4344                          SUPERSEDED SURVEY CONTROL
 KV4344
 KV4344  NAD 83(1996)-  40 43 45.81368(N)    074 06 15.99957(W) AD(       ) 4
 KV4344  NAD 83(1996)-  40 43 45.81235(N)    074 06 16.00138(W) AD(       ) 4
 KV4344  NAD 83(1992)-  40 43 45.81173(N)    074 06 16.00246(W) AD(       ) 4
 KV4344  NAD 83(1986)-  40 43 45.81253(N)    074 06 16.00487(W) AD(       ) 4
 KV4344  NAD 27      -  40 43 45.44600(N)    074 06 17.48700(W) AD(       ) 3
 KV4344
 KV4344.Superseded values are not recommended for survey control.
 KV4344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4344.See file dsdata.txt to determine how the superseded data were derived.
 KV4344
 KV4344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7562509103(NAD 83)
 KV4344_MARKER: 43 = RADIO/TV TOWER
 KV4344
 KV4344  HISTORY     - Date     Condition        Report By
 KV4344  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4344  HISTORY     - 1939     GOOD             CGS
 KV4344
 KV4344                          STATION DESCRIPTION
 KV4344
 KV4344'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4344'THE EASTERLY OF TWO PROMINENT RADIO TOWERS, ON KEARNY POINT,
 KV4344'BETWEEN THE HACKENSACK AND PASSAIC RIVERS, ON THE N SIDE OF THE
 KV4344'LINCOLN HIGHWAY, THE PROPERTY OF THE L. BAMBERGER COMPANY.  IT IS
 KV4344'A STEEL, LATTICE STRUCTURE RISING ABOVE A SQUARE (8.1 BY 8.1
 KV4344'METERS) WHITE CONCRETE BASE, THE LETTERS W.O.R. ARE DISPLAYED ON
 KV4344'ONE SIDE.
 KV4344'
 KV4344'THE STATION IS THE TOP-CENTER OF THE TOWER 201 FEET ABOVE GROUND.
 KV4344
 KV4344                          STATION RECOVERY (1939)
 KV4344
 KV4344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 KV4344'7/17/39, REPORT BY PAGE AND DAVIS, RADIO CONSULTING ENGINEERS,
 KV4344'WASHINGTON, D.C., VIA TELEPHONE BY MR. STREETER, CHART DIVISION--
 KV4344'
 KV4344'STATION WOR HAS BEEN MOVED TO NEAR RAHWAY, NEW JERSEY.  THE
 KV4344'OLD TOWER IS STILL STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4348 ***********************************************************************
 KV4348  DESIGNATION -  KEARNY POINT WOR W RADIO TOWER
 KV4348  PID         -  KV4348
 KV4348  STATE/COUNTY-  NJ/HUDSON
 KV4348  USGS QUAD   -  JERSEY CITY (1981)
 KV4348
 KV4348                         *CURRENT SURVEY CONTROL
 KV4348  ___________________________________________________________________
 KV4348* NAD 83(1996)-  40 43 47.13745(N)    074 06 20.35663(W)     ADJUSTED  
 KV4348* NAVD 88     -                                                        
 KV4348  ___________________________________________________________________
 KV4348  LAPLACE CORR-           6.36  (seconds)                    DEFLEC99
 KV4348  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KV4348
 KV4348  HORZ ORDER  -  THIRD
 KV4348
 KV4348.The horizontal coordinates were established by classical geodetic methods
 KV4348.and adjusted by the National Geodetic Survey in September 1999..
 KV4348
 KV4348
 KV4348.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4348
 KV4348.The geoid height was determined by GEOID03.
 KV4348
 KV4348;                    North         East     Units Scale Factor Converg.
 KV4348;SPC NJ       -   210,614.904   183,310.171   MT  0.99991365   +0 15 26.3
 KV4348;SPC NJ       -   690,992.40    601,410.12   sFT  0.99991365   +0 15 26.3
 KV4348;SPC NY L     -    62,534.606   291,074.549   MT  0.99999710   -0 04 08.8
 KV4348;SPC NY L     -   205,165.62    954,967.08   sFT  0.99999710   -0 04 08.8
 KV4348;UTM  18      - 4,509,143.221   575,522.646   MT  0.99967020   +0 35 00.9
 KV4348
 KV4348                          SUPERSEDED SURVEY CONTROL
 KV4348
 KV4348  NAD 83(1996)-  40 43 47.13741(N)    074 06 20.35681(W) AD(       ) 4
 KV4348  NAD 83(1996)-  40 43 47.13604(N)    074 06 20.35856(W) AD(       ) 4
 KV4348  NAD 83(1992)-  40 43 47.13544(N)    074 06 20.35966(W) AD(       ) 4
 KV4348  NAD 83(1986)-  40 43 47.13622(N)    074 06 20.36215(W) AD(       ) 4
 KV4348  NAD 27      -  40 43 46.77000(N)    074 06 21.84500(W) AD(       ) 3
 KV4348
 KV4348.Superseded values are not recommended for survey control.
 KV4348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4348.See file dsdata.txt to determine how the superseded data were derived.
 KV4348
 KV4348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7552309143(NAD 83)
 KV4348_MARKER: 43 = RADIO/TV TOWER
 KV4348
 KV4348  HISTORY     - Date     Condition        Report By
 KV4348  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4348  HISTORY     - 1939     GOOD             CGS
 KV4348
 KV4348                          STATION DESCRIPTION
 KV4348
 KV4348'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4348'THE WESTERLY OF TWO PROMINENT RADIO TOWERS, ON KEARNY POINT,
 KV4348'BETWEEN THE HACKENSACK AND PASSAIC RIVERS, ON THE N SIDE OF THE
 KV4348'LINCOLN HIGHWAY, THE PROPERTY OF L. BAMBERGER AND COMPANY.  IT
 KV4348'IS A STEEL, LATTICE STRUCTURE RISING ABOVE A SQUARE
 KV4348'(8.1 BY 8.1 METERS) WHITE CONCRETE BASE, THE LETTERS W.O.R.
 KV4348'ARE DISPLAYED ON ONE SIDE.
 KV4348'
 KV4348'THE STATION IS THE TOP-CENTER OF THE TOWER 201 FEET ABOVE
 KV4348'GROUND.
 KV4348
 KV4348                          STATION RECOVERY (1939)
 KV4348
 KV4348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 KV4348'7/17/39, REPORT BY PAGE AND DAVIS, RADIO CONSULTING ENGINEERS,
 KV4348'WASHINGTON D.C., VIA TELEPHONE BY MR. STREETER, CHART DIVISION--
 KV4348'
 KV4348'STATION WOR HAS BEEN MOVED TO NEAR RAHWAY, NEW JERSEY.  THE
 KV4348'OLD TOWER IS STILL STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4286 ***********************************************************************
 KV4286  DESIGNATION -  KEARNY PRR MEADOW SHOPS CHIM
 KV4286  PID         -  KV4286
 KV4286  STATE/COUNTY-  NJ/HUDSON
 KV4286  USGS QUAD   -  JERSEY CITY (1981)
 KV4286
 KV4286                         *CURRENT SURVEY CONTROL
 KV4286  ___________________________________________________________________
 KV4286* NAD 83(1996)-  40 44 39.97556(N)    074 05 58.04142(W)     ADJUSTED  
 KV4286* NAVD 88     -                                                        
 KV4286  ___________________________________________________________________
 KV4286  LAPLACE CORR-           6.51  (seconds)                    DEFLEC99
 KV4286  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KV4286
 KV4286  HORZ ORDER  -  THIRD
 KV4286
 KV4286.The horizontal coordinates were established by classical geodetic methods
 KV4286.and adjusted by the National Geodetic Survey in September 1999..
 KV4286
 KV4286
 KV4286.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4286
 KV4286.The geoid height was determined by GEOID03.
 KV4286
 KV4286;                    North         East     Units Scale Factor Converg.
 KV4286;SPC NJ       -   212,247.009   183,826.336   MT  0.99991408   +0 15 41.2
 KV4286;SPC NJ       -   696,347.06    603,103.57   sFT  0.99991408   +0 15 41.2
 KV4286;SPC NY L     -    64,163.878   291,600.049   MT  0.99999659   -0 03 54.2
 KV4286;SPC NY L     -   210,510.99    956,691.16   sFT  0.99999659   -0 03 54.2
 KV4286;UTM  18      - 4,510,777.842   576,029.383   MT  0.99967115   +0 35 16.1
 KV4286
 KV4286                          SUPERSEDED SURVEY CONTROL
 KV4286
 KV4286  NAD 83(1996)-  40 44 39.97543(N)    074 05 58.04157(W) AD(       ) 4
 KV4286  NAD 83(1996)-  40 44 39.97462(N)    074 05 58.04372(W) AD(       ) 4
 KV4286  NAD 83(1992)-  40 44 39.97401(N)    074 05 58.04446(W) AD(       ) 4
 KV4286  NAD 83(1986)-  40 44 39.97500(N)    074 05 58.04526(W) AD(       ) 4
 KV4286  NAD 27      -  40 44 39.61000(N)    074 05 59.53100(W) AD(       ) 3
 KV4286
 KV4286.Superseded values are not recommended for survey control.
 KV4286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4286.See file dsdata.txt to determine how the superseded data were derived.
 KV4286
 KV4286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7602910778(NAD 83)
 KV4286_MARKER: 85 = CHIMNEY
 KV4286
 KV4286  HISTORY     - Date     Condition        Report By
 KV4286  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4286  HISTORY     - 1934     GOOD             CGS
 KV4286  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV4286
 KV4286                          STATION DESCRIPTION
 KV4286
 KV4286'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4286'STATION IS W OF THE HACKENSACK RIVER, IN KEARNY S OF NEWARK
 KV4286'TURNPIKE, IN THE MEADOW SHOPS OF THE PENNSYLVANIA RAILROAD,
 KV4286'RISING FROM THE GROUND NEAR THE N END OF THE YARDS BETWEEN
 KV4286'THE ENGINE-ROOM AND THE COMPRESSOR-ROOM.  IT IS A TAN BRICK
 KV4286'CHIMNEY HAVING IRON REINFORCING BANDS ENCIRCLING IT.
 KV4286'
 KV4286'THE STATION IS THE CHIMNEY TOP, 155 FEET ABOVE GROUND.
 KV4286
 KV4286                          STATION RECOVERY (1934)
 KV4286
 KV4286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4286'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 KV4286
 KV4286                          STATION RECOVERY (1989)
 KV4286
 KV4286'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV4286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4149 ***********************************************************************
 KV4149  DESIGNATION -  KEARNY SACRED HEART CH SPIRE
 KV4149  PID         -  KV4149
 KV4149  STATE/COUNTY-  NJ/HUDSON
 KV4149  USGS QUAD   -  ORANGE (1981)
 KV4149
 KV4149                         *CURRENT SURVEY CONTROL
 KV4149  ___________________________________________________________________
 KV4149* NAD 83(1996)-  40 46 05.88036(N)    074 09 06.95142(W)     ADJUSTED  
 KV4149* NAVD 88     -                                                        
 KV4149  ___________________________________________________________________
 KV4149  LAPLACE CORR-           6.00  (seconds)                    DEFLEC99
 KV4149  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KV4149
 KV4149  HORZ ORDER  -  THIRD
 KV4149
 KV4149.The horizontal coordinates were established by classical geodetic methods
 KV4149.and adjusted by the National Geodetic Survey in September 1999..
 KV4149
 KV4149
 KV4149.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4149
 KV4149.The geoid height was determined by GEOID03.
 KV4149
 KV4149;                    North         East     Units Scale Factor Converg.
 KV4149;SPC NJ       -   214,877.760   179,384.254   MT  0.99991062   +0 13 38.2
 KV4149;SPC NJ       -   704,978.12    588,529.84   sFT  0.99991062   +0 13 38.2
 KV4149;SPC NY L     -    66,820.129   287,172.662   MT  0.99999591   -0 05 57.8
 KV4149;SPC NY L     -   219,225.71    942,165.64   sFT  0.99999591   -0 05 57.8
 KV4149;UTM  18      - 4,513,382.603   571,573.478   MT  0.99966305   +0 33 13.7
 KV4149
 KV4149                          SUPERSEDED SURVEY CONTROL
 KV4149
 KV4149  NAD 83(1996)-  40 46 05.88016(N)    074 09 06.95168(W) AD(       ) 4
 KV4149  NAD 83(1986)-  40 46 05.87632(N)    074 09 06.95735(W) AD(       ) 4
 KV4149  NAD 27      -  40 46 05.51200(N)    074 09 08.43500(W) AD(       ) 3
 KV4149
 KV4149.Superseded values are not recommended for survey control.
 KV4149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4149.See file dsdata.txt to determine how the superseded data were derived.
 KV4149
 KV4149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7157313383(NAD 83)
 KV4149_MARKER: 90 = CHURCH SPIRE
 KV4149_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4149+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 KV4149
 KV4149  HISTORY     - Date     Condition        Report By
 KV4149  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4149  HISTORY     - 1933     GOOD             CGS
 KV4149  HISTORY     - 1989     GOOD             USPSQD
 KV4149  HISTORY     - 20051014 GOOD             GEOCAC
 KV4149
 KV4149                          STATION DESCRIPTION
 KV4149
 KV4149'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4149'STATION RECOVERED IN GOOD CONDITION, NO DESCRIPTION AVAILABLE.
 KV4149'
 KV4149'THE SPIRE, ON THE E SIDE OF THE PASSAIC RIVER, IN KEARNY ON
 KV4149'THE W SIDE OF BELGROVE DRIVE NEAR THE FOOT OF QUINCY STREET,
 KV4149'ATOP THE SACRED HEART CHURCH (A RED BRICK, SLATE-ROOFED
 KV4149'BUILDING), RISING FROM THE E END OF THIS STRUCTURE.  IT IS A
 KV4149'TAPERING SPIRE.
 KV4149'
 KV4149'THE STATION IS THE SPIRE-APEX.
 KV4149
 KV4149                          STATION RECOVERY (1989)
 KV4149
 KV4149'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV4149'RECOVERED IN GOOD CONDITION.
 KV4149
 KV4149                          STATION RECOVERY (2005)
 KV4149
 KV4149'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 KV4149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4116 ***********************************************************************
 KV4116  DESIGNATION -  KEARNY WLWL EAST RADIO TOWER
 KV4116  PID         -  KV4116
 KV4116  STATE/COUNTY-  NJ/HUDSON
 KV4116  USGS QUAD   -  WEEHAWKEN (1995)
 KV4116
 KV4116                         *CURRENT SURVEY CONTROL
 KV4116  ___________________________________________________________________
 KV4116* NAD 83(1996)-  40 45 27.48863(N)    074 06 39.08983(W)     ADJUSTED  
 KV4116* NAVD 88     -                                                        
 KV4116  ___________________________________________________________________
 KV4116  LAPLACE CORR-           6.51  (seconds)                    DEFLEC99
 KV4116  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KV4116
 KV4116  HORZ ORDER  -  THIRD
 KV4116
 KV4116.The horizontal coordinates were established by classical geodetic methods
 KV4116.and adjusted by the National Geodetic Survey in September 1999..
 KV4116
 KV4116
 KV4116.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4116
 KV4116.The geoid height was determined by GEOID03.
 KV4116
 KV4116;                    North         East     Units Scale Factor Converg.
 KV4116;SPC NJ       -   213,708.170   182,856.898   MT  0.99991328   +0 15 14.6
 KV4116;SPC NJ       -   701,140.89    599,923.01   sFT  0.99991328   +0 15 14.6
 KV4116;SPC NY L     -    65,630.662   290,638.874   MT  0.99999620   -0 04 21.0
 KV4116;SPC NY L     -   215,323.26    953,537.71   sFT  0.99999620   -0 04 21.0
 KV4116;UTM  18      - 4,512,233.102   575,051.875   MT  0.99966933   +0 34 49.8
 KV4116
 KV4116                          SUPERSEDED SURVEY CONTROL
 KV4116
 KV4116  NAD 83(1996)-  40 45 27.48851(N)    074 06 39.09006(W) AD(       ) 4
 KV4116  NAD 83(1996)-  40 45 27.48729(N)    074 06 39.09172(W) AD(       ) 4
 KV4116  NAD 83(1992)-  40 45 27.48636(N)    074 06 39.09274(W) AD(       ) 4
 KV4116  NAD 83(1986)-  40 45 27.48877(N)    074 06 39.09454(W) AD(       ) 4
 KV4116  NAD 27      -  40 45 27.12500(N)    074 06 40.57900(W) AD(       ) 3
 KV4116
 KV4116.Superseded values are not recommended for survey control.
 KV4116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4116.See file dsdata.txt to determine how the superseded data were derived.
 KV4116
 KV4116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7505212233(NAD 83)
 KV4116_MARKER: 43 = RADIO/TV TOWER
 KV4116
 KV4116  HISTORY     - Date     Condition        Report By
 KV4116  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4116  HISTORY     - 1989     GOOD             USPSQD
 KV4116
 KV4116                          STATION DESCRIPTION
 KV4116
 KV4116'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4116'THE EASTERLY OF TWIN RADIO TOWERS W OF THE HACKENSACK RIVER,
 KV4116'IN KEARNY ON THE NE SIDE OF BELLEVILLE TURNPIKE AND SE OF
 KV4116'THE ERIE RAILROAD RISING FROM THE GROUND E OF THE TRANSMITTING
 KV4116'BUILDING (A SMALL, 1-STORY, RED BRICK HOUSE).  IT IS A TALL,
 KV4116'4-SIDED, LATTICE-STEEL TOWER SURMOUNTING A CONCRETE BASE IN
 KV4116'THE MARSHLAND.
 KV4116'
 KV4116'THE STATION IS THE CENTER OF THE TOWERS TOP-PLATE, 235 FEET
 KV4116'ABOVE GROUND.
 KV4116
 KV4116                          STATION RECOVERY (1989)
 KV4116
 KV4116'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV4116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4118 ***********************************************************************
 KV4118  DESIGNATION -  KEARNY WLWL WEST RADIO TOWER
 KV4118  PID         -  KV4118
 KV4118  STATE/COUNTY-  NJ/HUDSON
 KV4118  USGS QUAD   -  WEEHAWKEN (1995)
 KV4118
 KV4118                         *CURRENT SURVEY CONTROL
 KV4118  ___________________________________________________________________
 KV4118* NAD 83(1996)-  40 45 26.61940(N)    074 06 43.13784(W)     ADJUSTED  
 KV4118* NAVD 88     -                                                        
 KV4118  ___________________________________________________________________
 KV4118  LAPLACE CORR-           6.50  (seconds)                    DEFLEC99
 KV4118  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KV4118
 KV4118  HORZ ORDER  -  THIRD
 KV4118
 KV4118.The horizontal coordinates were established by classical geodetic methods
 KV4118.and adjusted by the National Geodetic Survey in September 1999..
 KV4118
 KV4118
 KV4118.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4118
 KV4118.The geoid height was determined by GEOID03.
 KV4118
 KV4118;                    North         East     Units Scale Factor Converg.
 KV4118;SPC NJ       -   213,680.939   182,762.074   MT  0.99991321   +0 15 12.0
 KV4118;SPC NJ       -   701,051.55    599,611.90   sFT  0.99991321   +0 15 12.0
 KV4118;SPC NY L     -    65,603.970   290,543.889   MT  0.99999620   -0 04 23.7
 KV4118;SPC NY L     -   215,235.69    953,226.08   sFT  0.99999620   -0 04 23.7
 KV4118;UTM  18      - 4,512,205.338   574,957.231   MT  0.99966915   +0 34 47.2
 KV4118
 KV4118                          SUPERSEDED SURVEY CONTROL
 KV4118
 KV4118  NAD 83(1996)-  40 45 26.61928(N)    074 06 43.13807(W) AD(       ) 4
 KV4118  NAD 83(1996)-  40 45 26.61806(N)    074 06 43.13973(W) AD(       ) 4
 KV4118  NAD 83(1992)-  40 45 26.61712(N)    074 06 43.14074(W) AD(       ) 4
 KV4118  NAD 83(1986)-  40 45 26.61950(N)    074 06 43.14239(W) AD(       ) 4
 KV4118  NAD 27      -  40 45 26.25600(N)    074 06 44.62700(W) AD(       ) 3
 KV4118
 KV4118.Superseded values are not recommended for survey control.
 KV4118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4118.See file dsdata.txt to determine how the superseded data were derived.
 KV4118
 KV4118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7495712205(NAD 83)
 KV4118_MARKER: 43 = RADIO/TV TOWER
 KV4118
 KV4118  HISTORY     - Date     Condition        Report By
 KV4118  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4118  HISTORY     - 1989     GOOD             USPSQD
 KV4118
 KV4118                          STATION DESCRIPTION
 KV4118
 KV4118'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4118'THE WESTERLY OF TWIN RADIO TOWERS W OF THE HACKENSACK RIVER, IN
 KV4118'KEARNY ON THE NE SIDE OF BELLEVILLE TURNPIKE AND SE OF THE ERIE
 KV4118'RAILROAD RISING FROM THE GROUND W OF THE TRANSMITTING BUILDING
 KV4118'(A SMALL, 1-STORY, RED BRICK HOUSE).  IT IS A TALL, 4-SIDED,
 KV4118'LATTICE-STEEL TOWER SURMOUNTING A CONCRETE BASE SET IN THE
 KV4118'MARSHLAND.
 KV4118'
 KV4118'THE STATION IS THE CENTER OF THE TOWERS TOP-PLATE, 235 FEET
 KV4118'ABOVE GROUND.
 KV4118
 KV4118                          STATION RECOVERY (1989)
 KV4118
 KV4118'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV4118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4850 ***********************************************************************
 KV4850  DESIGNATION -  KEASBEY CARBORUNDUM CO TANK
 KV4850  PID         -  KV4850
 KV4850  STATE/COUNTY-  NJ/MIDDLESEX
 KV4850  USGS QUAD   -  PERTH AMBOY (1981)
 KV4850
 KV4850                         *CURRENT SURVEY CONTROL
 KV4850  ___________________________________________________________________
 KV4850* NAD 83(1996)-  40 30 52.31219(N)    074 18 30.99562(W)     ADJUSTED  
 KV4850* NAVD 88     -                                                        
 KV4850  ___________________________________________________________________
 KV4850  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 KV4850  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KV4850
 KV4850  HORZ ORDER  -  THIRD
 KV4850
 KV4850.The horizontal coordinates were established by classical geodetic methods
 KV4850.and adjusted by the National Geodetic Survey in September 1999..
 KV4850
 KV4850
 KV4850.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4850
 KV4850.The geoid height was determined by GEOID03.
 KV4850
 KV4850;                    North         East     Units Scale Factor Converg.
 KV4850;SPC NJ       -   186,659.618   166,218.593   MT  0.99990324   +0 07 27.6
 KV4850;SPC NJ       -   612,399.10    545,335.50   sFT  0.99990324   +0 07 27.6
 KV4850;SPC NY L     -    38,674.738   273,845.216   MT  1.00001196   -0 12 06.7
 KV4850;SPC NY L     -   126,885.37    898,440.51   sFT  1.00001196   -0 12 06.7
 KV4850;UTM  18      - 4,485,097.276   558,571.732   MT  0.99964223   +0 26 57.0
 KV4850
 KV4850                          SUPERSEDED SURVEY CONTROL
 KV4850
 KV4850  NAD 83(1996)-  40 30 52.31209(N)    074 18 30.99607(W) AD(       ) 4
 KV4850  NAD 83(1986)-  40 30 52.31440(N)    074 18 30.99349(W) AD(       ) 4
 KV4850  NAD 27      -  40 30 51.93100(N)    074 18 32.46400(W) AD(       ) 3
 KV4850
 KV4850.Superseded values are not recommended for survey control.
 KV4850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4850.See file dsdata.txt to determine how the superseded data were derived.
 KV4850
 KV4850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5857285097(NAD 83)
 KV4850_MARKER: 53 = ELEVATED TANK
 KV4850
 KV4850  HISTORY     - Date     Condition        Report By
 KV4850  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4850
 KV4850                          STATION DESCRIPTION
 KV4850
 KV4850'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4850'THE TANK, N OF THE RARITAN RIVER, IN KEASBEY ON THE W SIDE OF
 KV4850'CROWSMILL ROAD 0.2 MILE S FROM SMITH STREET, IN THE YARD OF THE
 KV4850'CARBORUNDUM COMPANYS PLANT.  IT IS AN ORDINARY TYPE, CONICAL-TOP,
 KV4850'BLACK, STEEL WATER TANK (5.3 METERS DIAMETER) SUPPORTED BY A STEEL
 KV4850'FRAME WORK, AND HAVING THE WHITE LETTERS THE CARBORUNDUM COMPANY
 KV4850'ON ITS SIDE.
 KV4850'
 KV4850'THE STATION IS THE TANKS BALL APEX, APPROXIMATELY 100 FEET
 KV4850'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4863 ***********************************************************************
 KV4863  DESIGNATION -  KEASBEY CARBORUNDUM TALL CHIM
 KV4863  PID         -  KV4863
 KV4863  STATE/COUNTY-  NJ/MIDDLESEX
 KV4863  USGS QUAD   -  PERTH AMBOY (1981)
 KV4863
 KV4863                         *CURRENT SURVEY CONTROL
 KV4863  ___________________________________________________________________
 KV4863* NAD 83(1996)-  40 30 42.11583(N)    074 18 27.64256(W)     ADJUSTED  
 KV4863* NAVD 88     -                                                        
 KV4863  ___________________________________________________________________
 KV4863  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 KV4863  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KV4863
 KV4863  HORZ ORDER  -  THIRD
 KV4863
 KV4863.The horizontal coordinates were established by classical geodetic methods
 KV4863.and adjusted by the National Geodetic Survey in September 1999..
 KV4863
 KV4863
 KV4863.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4863
 KV4863.The geoid height was determined by GEOID03.
 KV4863
 KV4863;                    North         East     Units Scale Factor Converg.
 KV4863;SPC NJ       -   186,345.307   166,298.207   MT  0.99990327   +0 07 29.8
 KV4863;SPC NJ       -   611,367.89    545,596.70   sFT  0.99990327   +0 07 29.8
 KV4863;SPC NY L     -    38,359.944   273,923.048   MT  1.00001224   -0 12 04.5
 KV4863;SPC NY L     -   125,852.58    898,695.87   sFT  1.00001224   -0 12 04.5
 KV4863;UTM  18      - 4,484,783.503   558,653.106   MT  0.99964234   +0 26 59.1
 KV4863
 KV4863                          SUPERSEDED SURVEY CONTROL
 KV4863
 KV4863  NAD 83(1996)-  40 30 42.11570(N)    074 18 27.64300(W) AD(       ) 4
 KV4863  NAD 83(1986)-  40 30 42.11790(N)    074 18 27.64042(W) AD(       ) 4
 KV4863  NAD 27      -  40 30 41.73500(N)    074 18 29.11100(W) AD(       ) 3
 KV4863
 KV4863.Superseded values are not recommended for survey control.
 KV4863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4863.See file dsdata.txt to determine how the superseded data were derived.
 KV4863
 KV4863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5865384784(NAD 83)
 KV4863_MARKER: 85 = CHIMNEY
 KV4863
 KV4863  HISTORY     - Date     Condition        Report By
 KV4863  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4863  HISTORY     - 1982     GOOD             NJGS
 KV4863
 KV4863                          STATION DESCRIPTION
 KV4863
 KV4863'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4863'THE PROMINENT TALL CHIMNEY, ON THE N SIDE OF THE RARITAN RIVER,
 KV4863'AT KEASBEY, IN THE PLANT OF THE CARBORUNDUM COMPANY, RISING
 KV4863'FROM THE GROUND IN THE CENTER OF A GROUP OF BUILDINGS.  IT IS A
 KV4863'SQUARE, ORNAMENTED, RED-BRICK CHIMNEY (13.4 METERS BASE
 KV4863'CIRCUMFERENCE) THE LARGEST IN THE VICINITY.
 KV4863'
 KV4863'THE STATION IS THE CHIMNEY TOP, 187 FEET ABOVE GROUND.
 KV4863
 KV4863                          STATION RECOVERY (1982)
 KV4863
 KV4863'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1982 (HN)
 KV4863'STATION RECOVERED GOOD.
 KV4863'
 KV4863'POSITION NOT RIGOROUSLY CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4844 ***********************************************************************
 KV4844  DESIGNATION -  KEASBEY FIRE HOUSE CUPOLA
 KV4844  PID         -  KV4844
 KV4844  STATE/COUNTY-  NJ/MIDDLESEX
 KV4844  USGS QUAD   -  PERTH AMBOY (1981)
 KV4844
 KV4844                         *CURRENT SURVEY CONTROL
 KV4844  ___________________________________________________________________
 KV4844* NAD 83(1996)-  40 31 04.31441(N)    074 18 25.46302(W)     ADJUSTED  
 KV4844* NAVD 88     -                                                        
 KV4844  ___________________________________________________________________
 KV4844  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 KV4844  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KV4844
 KV4844  HORZ ORDER  -  THIRD
 KV4844
 KV4844.The horizontal coordinates were established by classical geodetic methods
 KV4844.and adjusted by the National Geodetic Survey in September 1999..
 KV4844
 KV4844
 KV4844.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4844
 KV4844.The geoid height was determined by GEOID03.
 KV4844
 KV4844;                    North         East     Units Scale Factor Converg.
 KV4844;SPC NJ       -   187,030.082   166,348.016   MT  0.99990329   +0 07 31.2
 KV4844;SPC NJ       -   613,614.53    545,760.12   sFT  0.99990329   +0 07 31.2
 KV4844;SPC NY L     -    39,044.499   273,976.761   MT  1.00001162   -0 12 03.1
 KV4844;SPC NY L     -   128,098.49    898,872.09   sFT  1.00001162   -0 12 03.1
 KV4844;UTM  18      - 4,485,468.371   558,699.020   MT  0.99964241   +0 27 00.7
 KV4844
 KV4844                          SUPERSEDED SURVEY CONTROL
 KV4844
 KV4844  NAD 83(1996)-  40 31 04.31432(N)    074 18 25.46346(W) AD(       ) 4
 KV4844  NAD 83(1986)-  40 31 04.31682(N)    074 18 25.46082(W) AD(       ) 4
 KV4844  NAD 27      -  40 31 03.93700(N)    074 18 26.93500(W) AD(       ) 3
 KV4844
 KV4844.Superseded values are not recommended for survey control.
 KV4844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4844.See file dsdata.txt to determine how the superseded data were derived.
 KV4844
 KV4844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5869985468(NAD 83)
 KV4844_MARKER: 86 = CUPOLA
 KV4844
 KV4844  HISTORY     - Date     Condition        Report By
 KV4844  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4844
 KV4844                          STATION DESCRIPTION
 KV4844
 KV4844'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4844'THE CUPOLA OF THE FIREHOUSE OF PROTECTION FIRE COMPANY 1 IS N OF
 KV4844'THE RARITAN RIVER, IN KEASBEY, ON THE N SIDE OF SMITH STREET NEAR
 KV4844'MILL ROAD.  IT CAPS A RED TOWER RISING ABOVE THE STUCCO BUILDING.
 KV4844'
 KV4844'THE STATION IS THE CUPOLA APEX, APPROXIMATELY 70 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4852 ***********************************************************************
 KV4852  DESIGNATION -  KEASBEY NAVICOAL CO SLIM STACK
 KV4852  PID         -  KV4852
 KV4852  STATE/COUNTY-  NJ/MIDDLESEX
 KV4852  USGS QUAD   -  PERTH AMBOY (1981)
 KV4852
 KV4852                         *CURRENT SURVEY CONTROL
 KV4852  ___________________________________________________________________
 KV4852* NAD 83(1996)-  40 30 46.18910(N)    074 17 48.38436(W)     ADJUSTED  
 KV4852* NAVD 88     -                                                        
 KV4852  ___________________________________________________________________
 KV4852  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 KV4852  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KV4852
 KV4852  HORZ ORDER  -  THIRD
 KV4852
 KV4852.The horizontal coordinates were established by classical geodetic methods
 KV4852.and adjusted by the National Geodetic Survey in September 1999..
 KV4852
 KV4852
 KV4852.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4852
 KV4852.The geoid height was determined by GEOID03.
 KV4852
 KV4852;                    North         East     Units Scale Factor Converg.
 KV4852;SPC NJ       -   186,473.009   167,222.062   MT  0.99990365   +0 07 55.3
 KV4852;SPC NJ       -   611,786.86    548,627.72   sFT  0.99990365   +0 07 55.3
 KV4852;SPC NY L     -    38,482.399   274,847.716   MT  1.00001213   -0 11 38.8
 KV4852;SPC NY L     -   126,254.34    901,729.55   sFT  1.00001213   -0 11 38.8
 KV4852;UTM  18      - 4,484,916.406   559,575.982   MT  0.99964369   +0 27 24.6
 KV4852
 KV4852                          SUPERSEDED SURVEY CONTROL
 KV4852
 KV4852  NAD 83(1996)-  40 30 46.18898(N)    074 17 48.38474(W) AD(       ) 4
 KV4852  NAD 83(1986)-  40 30 46.19121(N)    074 17 48.38172(W) AD(       ) 4
 KV4852  NAD 27      -  40 30 45.80900(N)    074 17 49.85300(W) AD(       ) 3
 KV4852
 KV4852.Superseded values are not recommended for survey control.
 KV4852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4852.See file dsdata.txt to determine how the superseded data were derived.
 KV4852
 KV4852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5957684916(NAD 83)
 KV4852_MARKER: 63 = STACK
 KV4852
 KV4852  HISTORY     - Date     Condition        Report By
 KV4852  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4852
 KV4852                          STATION DESCRIPTION
 KV4852
 KV4852'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4852'THE PROMINENT SLIM STACK, ON THE N SIDE OF THE RARITAN RIVER, IN
 KV4852'KEASBEY APPROXIMATELY 0.2 MILE S OF SMITH STREET, IN THE PLANT OF
 KV4852'THE NAVICOAL CORPORATION, RISING NEAR AN IRREGULARLY-SHAPED
 KV4852'BUILDING.  IT IS AN EXTREMELY SLENDER, ROUND, STEEL STACK.
 KV4852'
 KV4852'THE STATION IS THE STACK TOP, APPROXIMATELY 150 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4295 ***********************************************************************
 KV4295  DESIGNATION -  KELLOGG 1931
 KV4295  PID         -  KV4295
 KV4295  STATE/COUNTY-  NJ/HUDSON
 KV4295  USGS QUAD   -  JERSEY CITY (1981)
 KV4295
 KV4295                         *CURRENT SURVEY CONTROL
 KV4295  ___________________________________________________________________
 KV4295* NAD 83(1996)-  40 42 32.56006(N)    074 06 05.79031(W)     ADJUSTED  
 KV4295* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KV4295  ___________________________________________________________________
 KV4295  LAPLACE CORR-           6.01  (seconds)                    DEFLEC99
 KV4295  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV4295
 KV4295  HORZ ORDER  -  THIRD
 KV4295
 KV4295.The horizontal coordinates were established by classical geodetic methods
 KV4295.and adjusted by the National Geodetic Survey in September 1999..
 KV4295
 KV4295.The orthometric height was scaled from a topographic map.
 KV4295
 KV4295.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4295
 KV4295.The geoid height was determined by GEOID03.
 KV4295
 KV4295;                    North         East     Units Scale Factor Converg.
 KV4295;SPC NJ       -   208,316.194   183,662.387   MT  0.99991394   +0 15 35.4
 KV4295;SPC NJ       -   683,450.71    602,565.68   sFT  0.99991394   +0 15 35.4
 KV4295;SPC NY L     -    60,233.735   291,413.694   MT  0.99999792   -0 03 59.3
 KV4295;SPC NY L     -   197,616.85    956,079.76   sFT  0.99999792   -0 03 59.3
 KV4295;UTM  18      - 4,506,847.113   575,887.854   MT  0.99967088   +0 35 09.5
 KV4295
 KV4295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4295!SPC NJ       -   1.00000446  x   0.99991394  =   0.99991840
 KV4295!SPC NY L     -   1.00000446  x   0.99999792  =   1.00000238
 KV4295!UTM  18      -   1.00000446  x   0.99967088  =   0.99967534
 KV4295
 KV4295:                Primary Azimuth Mark                     Grid Az
 KV4295:SPC NJ       -  CRUCIBLE STEEL CO CHIMNEY                034 22 02.3
 KV4295:SPC NY L     -  CRUCIBLE STEEL CO CHIMNEY                034 41 37.0
 KV4295:UTM  18      -  CRUCIBLE STEEL CO CHIMNEY                034 02 28.2
 KV4295
 KV4295|---------------------------------------------------------------------|
 KV4295| PID    Reference Object                     Distance      Geod. Az  |
 KV4295|                                                           dddmmss.s |
 KV4295| KV4318 CRUCIBLE STEEL CO CHIMNEY           APPROX. 1.2 KM 0343737.7 |
 KV4295| KV4329 STONE CHURCH SPIRE                  APPROX. 2.6 KM 0483931.3 |
 KV4295| KV4302 JERSEY CITY MUTUAL CHEM CHIM        APPROX. 0.5 KM 0541555.2 |
 KV4295| KV4320 ST PAULS SPIRE                      APPROX. 1.6 KM 1533829.8 |
 KV4295|---------------------------------------------------------------------|
 KV4295
 KV4295                          SUPERSEDED SURVEY CONTROL
 KV4295
 KV4295  NAD 83(1996)-  40 42 32.55998(N)    074 06 05.79044(W) AD(       ) 3
 KV4295  NAD 83(1996)-  40 42 32.55883(N)    074 06 05.79167(W) AD(       ) 3
 KV4295  NAD 83(1992)-  40 42 32.55812(N)    074 06 05.79281(W) AD(       ) 3
 KV4295  NAD 83(1986)-  40 42 32.55829(N)    074 06 05.79409(W) AD(       ) 3
 KV4295  NAD 27      -  40 42 32.18900(N)    074 06 07.27900(W) AD(       ) 3
 KV4295
 KV4295.Superseded values are not recommended for survey control.
 KV4295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4295.See file dsdata.txt to determine how the superseded data were derived.
 KV4295
 KV4295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7588806847(NAD 83)
 KV4295_MARKER: DS = TRIANGULATION STATION DISK
 KV4295_SETTING: 0 = UNSPECIFIED SETTING
 KV4295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4295
 KV4295  HISTORY     - Date     Condition        Report By
 KV4295  HISTORY     - 1931     MONUMENTED       CGS
 KV4295  HISTORY     - 1971     GOOD             LOCENG
 KV4295  HISTORY     - 1983     MARK NOT FOUND   NJGS
 KV4295  HISTORY     - 20010407 MARK NOT FOUND   USPSQD
 KV4295
 KV4295                          STATION DESCRIPTION
 KV4295
 KV4295'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4295'STATION IS ON THE E SIDE OF NEWARK BAY, AT THE MOUTH OF THE
 KV4295'HACKENSACK RIVER, ON DROYERS POINT, ATOP THE HIGHEST-ROOFED
 KV4295'BUILDING IN THE M.W. KELLOGG COMPANYS PLANT.  THIS BUILDING HAS A
 KV4295'TROUGH-SHAPED ROOF, ITS RED-TILE RIDGES RISING APPROXIMATELY 4
 KV4295'FEET ABOVE THE FLAT-SLAB TROUGH.  THE STATION IS LOCATED IN THE
 KV4295'TROUGH, NEAR THE SOUTHERLY END OF THE LONG ROOF.
 KV4295'
 KV4295'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK, STAMPED
 KV4295'KELLOGG-1931 SET IN THE TOP OF A DOME-SHAPED CONCRETE MONUMENT
 KV4295'(SECURED TO THE THIN CONCRETE SLAB-ROOF WITH LAG SCREWS).
 KV4295'
 KV4295'NO REFERENCE MARKS WERE PLACED.
 KV4295'
 KV4295'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4295'
 KV4295'NORMAL TO EXTREME S ROOF EDGE 2.150 METERS.
 KV4295'
 KV4295'NORMAL TO JUNCTURE OF CONCRETE AND TILE, E SIDE 1.145 METERS.
 KV4295'
 KV4295'NORMAL TO JUNCTURE OF CONCRETE AND TILE, W SIDE 1.050 METERS.
 KV4295'
 KV4295'NORMAL TO CENTER LINE OF ROUND RIDGE TILE, E SIDE 2.845 METERS.
 KV4295'
 KV4295'NORMAL TO CENTER LINE OF ROUND RIDGE TILE, W SIDE 2.750 METERS.
 KV4295'
 KV4295'THERE IS AMPLE ROOM AND EXCELLENT FOOTING ON THE TAR-COVERED
 KV4295'CONCRETE ROOF FOR CENTRAL TRIPOD SET-UPS.  AN OBSERVERS PLATFORM
 KV4295'IS NOT NECESSARY.
 KV4295'
 KV4295'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 KV4295
 KV4295                          STATION RECOVERY (1971)
 KV4295
 KV4295'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (CHP)
 KV4295'RECOVERED BY FR POKORNY.
 KV4295'
 KV4295'FOUND AS DESCRIBED IN GOOD CONDITION.  HAD DIFFICULTY IN GAINING
 KV4295'ACCESS AND FOUND SET UP DANGEROUS, DID NOT USE.
 KV4295
 KV4295                          STATION RECOVERY (1983)
 KV4295
 KV4295'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1983 (HN)
 KV4295'STATION DESTROYED.
 KV4295'
 KV4295'BUILDING ON WHICH MARK WAS SET HAS BEEN REMOVED AND REPLACED BY
 KV4295'SHOPPING MALL.
 KV4295
 KV4295                          STATION RECOVERY (2001)
 KV4295
 KV4295'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV4295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6854 ***********************************************************************
 KV6854  DESIGNATION -  KENNIL 1
 KV6854  PID         -  KV6854
 KV6854  STATE/COUNTY-  NJ/UNION
 KV6854  USGS QUAD   -  ROSELLE (1995)
 KV6854
 KV6854                         *CURRENT SURVEY CONTROL
 KV6854  ___________________________________________________________________
 KV6854* NAD 83(1996)-  40 40 48.03664(N)    074 16 40.86685(W)     ADJUSTED  
 KV6854* NAVD 88     -        30.4    (meters)     100.     (feet)  GPS OBS   
 KV6854  ___________________________________________________________________
 KV6854  X           -   1,312,530.784 (meters)                     COMP
 KV6854  Y           -  -4,662,609.559 (meters)                     COMP
 KV6854  Z           -   4,135,538.128 (meters)                     COMP
 KV6854  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 KV6854  ELLIP HEIGHT-          -2.16  (meters)          (10/23/02) GPS OBS
 KV6854  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KV6854
 KV6854  HORZ ORDER  -  FIRST
 KV6854  ELLP ORDER  -  FOURTH    CLASS I
 KV6854
 KV6854.The horizontal coordinates were established by GPS observations
 KV6854.and adjusted by the National Geodetic Survey in May 1999..
 KV6854
 KV6854.The orthometric height was determined by GPS observations and a
 KV6854.high-resolution geoid model.
 KV6854
 KV6854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6854
 KV6854.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6854
 KV6854.The ellipsoidal height was determined by GPS observations
 KV6854.and is referenced to NAD 83.
 KV6854
 KV6854.The geoid height was determined by GEOID03.
 KV6854
 KV6854;                    North         East     Units Scale Factor Converg.
 KV6854;SPC NJ       -   205,039.681   168,764.611   MT  0.99990433   +0 08 40.9
 KV6854;SPC NJ       -   672,701.02    553,688.56   sFT  0.99990433   +0 08 40.9
 KV6854;SPC NY L     -    57,041.859   276,496.153   MT  0.99999929   -0 10 54.6
 KV6854;SPC NY L     -   187,144.83    907,137.80   sFT  0.99999929   -0 10 54.6
 KV6854;UTM  18      - 4,503,486.723   561,012.695   MT  0.99964582   +0 28 14.3
 KV6854
 KV6854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6854!SPC NJ       -   1.00000034  x   0.99990433  =   0.99990467
 KV6854!SPC NY L     -   1.00000034  x   0.99999929  =   0.99999963
 KV6854!UTM  18      -   1.00000034  x   0.99964582  =   0.99964616
 KV6854
 KV6854:                Primary Azimuth Mark                     Grid Az
 KV6854:SPC NJ       -  KENNIL 2                                 022 37 26.7
 KV6854:SPC NY L     -  KENNIL 2                                 022 57 02.2
 KV6854:UTM  18      -  KENNIL 2                                 022 17 53.3
 KV6854
 KV6854|---------------------------------------------------------------------|
 KV6854| PID    Reference Object                     Distance      Geod. Az  |
 KV6854|                                                           dddmmss.s |
 KV6854| KV6855 KENNIL 2                            APPROX. 0.5 KM 0224607.6 |
 KV6854|---------------------------------------------------------------------|
 KV6854
 KV6854                          SUPERSEDED SURVEY CONTROL
 KV6854
 KV6854  ELLIP H (05/14/99)   -2.14   (m)                       GP(       ) 4 1
 KV6854  NAD 83(1996)-  40 40 48.03619(N)    074 16 40.86731(W) AD(       ) 1
 KV6854  NAD 83(1986)-  40 40 48.03565(N)    074 16 40.86881(W) AD(       ) 1
 KV6854
 KV6854.Superseded values are not recommended for survey control.
 KV6854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6854.See file dsdata.txt to determine how the superseded data were derived.
 KV6854
 KV6854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6101303487(NAD 83)
 KV6854_MARKER: DD = SURVEY DISK
 KV6854_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6854_SP_SET: CONCRETE SIDEWALK
 KV6854_STAMPING: KENNIL 1
 KV6854_MARK LOGO: NJHA  
 KV6854_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6854+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1992
 KV6854
 KV6854  HISTORY     - Date     Condition        Report By
 KV6854  HISTORY     - 1991     MONUMENTED       NJDT
 KV6854  HISTORY     - 19920423 GOOD             NJGS
 KV6854
 KV6854                          STATION DESCRIPTION
 KV6854
 KV6854'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6854'THE STATION IS LOCATED IN THE BOROUGH OF KENNILWORTH ON THE NORTH SIDE
 KV6854'OF THE BRIDGE CARRYING GALLOPING HILL ROAD OVER THE GARDEN STATE
 KV6854'PARKWAY AT INTERCHANGE 138.  TO REACH THE STATION FROM THE NORTHBOUND
 KV6854'LANES OF THE GARDEN STATE PARKWAY, GO NORTH ON THE EXIT RAMP FOR 0.15
 KV6854'MI (0.24 KM) TO THE JUNCTION WITH GALLOPING HILL ROAD AND A TRAFFIC
 KV6854'LIGHT.  TURN LEFT AND GO WEST ON GALLOPING HILL ROAD FOR 0.08 MI
 KV6854'(0.13 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN THE CENTER OF THE
 KV6854'NORTH BRIDGE SIDEWALK.  THE STATION IS 1.0 M (3.3 FT) NORTH FROM THE
 KV6854'NORTH CURB OF GALLOPING HILL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6855 ***********************************************************************
 KV6855  DESIGNATION -  KENNIL 2
 KV6855  PID         -  KV6855
 KV6855  STATE/COUNTY-  NJ/UNION
 KV6855  USGS QUAD   -  ROSELLE (1995)
 KV6855
 KV6855                         *CURRENT SURVEY CONTROL
 KV6855  ___________________________________________________________________
 KV6855* NAD 83(1996)-  40 41 03.02271(N)    074 16 32.60417(W)     ADJUSTED  
 KV6855* NAVD 88     -        33.9    (meters)     111.     (feet)  GPS OBS   
 KV6855  ___________________________________________________________________
 KV6855  X           -   1,312,636.611 (meters)                     COMP
 KV6855  Y           -  -4,662,269.459 (meters)                     COMP
 KV6855  Z           -   4,135,890.953 (meters)                     COMP
 KV6855  LAPLACE CORR-           5.15  (seconds)                    DEFLEC99
 KV6855  ELLIP HEIGHT-           1.32  (meters)          (10/23/02) GPS OBS
 KV6855  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KV6855
 KV6855  HORZ ORDER  -  FIRST
 KV6855  ELLP ORDER  -  FOURTH    CLASS I
 KV6855
 KV6855.The horizontal coordinates were established by GPS observations
 KV6855.and adjusted by the National Geodetic Survey in May 1999..
 KV6855
 KV6855.The orthometric height was determined by GPS observations and a
 KV6855.high-resolution geoid model.
 KV6855
 KV6855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6855
 KV6855.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6855
 KV6855.The ellipsoidal height was determined by GPS observations
 KV6855.and is referenced to NAD 83.
 KV6855
 KV6855.The geoid height was determined by GEOID03.
 KV6855
 KV6855;                    North         East     Units Scale Factor Converg.
 KV6855;SPC NJ       -   205,502.397   168,957.449   MT  0.99990442   +0 08 46.3
 KV6855;SPC NJ       -   674,219.11    554,321.23   sFT  0.99990442   +0 08 46.3
 KV6855;SPC NY L     -    57,503.512   276,691.644   MT  0.99999907   -0 10 49.2
 KV6855;SPC NY L     -   188,659.44    907,779.17   sFT  0.99999907   -0 10 49.2
 KV6855;UTM  18      - 4,503,950.409   561,202.849   MT  0.99964610   +0 28 19.8
 KV6855
 KV6855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6855!SPC NJ       -   0.99999979  x   0.99990442  =   0.99990421
 KV6855!SPC NY L     -   0.99999979  x   0.99999907  =   0.99999886
 KV6855!UTM  18      -   0.99999979  x   0.99964610  =   0.99964589
 KV6855
 KV6855:                Primary Azimuth Mark                     Grid Az
 KV6855:SPC NJ       -  KENNIL 1                                 202 37 26.7
 KV6855:SPC NY L     -  KENNIL 1                                 202 57 02.2
 KV6855:UTM  18      -  KENNIL 1                                 202 17 53.2
 KV6855
 KV6855|---------------------------------------------------------------------|
 KV6855| PID    Reference Object                     Distance      Geod. Az  |
 KV6855|                                                           dddmmss.s |
 KV6855| KV6854 KENNIL 1                            APPROX. 0.5 KM 2024613.0 |
 KV6855|---------------------------------------------------------------------|
 KV6855
 KV6855                          SUPERSEDED SURVEY CONTROL
 KV6855
 KV6855  ELLIP H (05/14/99)    1.33   (m)                       GP(       ) 4 1
 KV6855  NAD 83(1996)-  40 41 03.02237(N)    074 16 32.60447(W) AD(       ) 1
 KV6855  NAD 83(1986)-  40 41 03.02139(N)    074 16 32.60632(W) AD(       ) 1
 KV6855
 KV6855.Superseded values are not recommended for survey control.
 KV6855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6855.See file dsdata.txt to determine how the superseded data were derived.
 KV6855
 KV6855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6120303950(NAD 83)
 KV6855_MARKER: DD = SURVEY DISK
 KV6855_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV6855_SP_SET: DECK OF A PEDESTRIAN OVERPASS
 KV6855_STAMPING: KENNIL 2 1991
 KV6855_MARK LOGO: NJHA  
 KV6855_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6855+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1992
 KV6855
 KV6855  HISTORY     - Date     Condition        Report By
 KV6855  HISTORY     - 1991     MONUMENTED       NJDT
 KV6855  HISTORY     - 19920423 GOOD             NJGS
 KV6855
 KV6855                          STATION DESCRIPTION
 KV6855
 KV6855'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6855'THE STATION IS LOCATED IN THE BOROUGH OF KENNILWORTH AT THE EAST END
 KV6855'OF A PEDESTRAIN BRIDGE OVER THE GARDEN STATE PARKWAY.  TO REACH THE
 KV6855'STATION FROM THE NORTHBOUND LANES OF THE GARDEN STATE PARKWAY AT
 KV6855'INTERCHANGE 138, GO NORTH ON THE EXIT RAMP FOR 0.15 MI (0.24 KM) TO
 KV6855'THE JUNCTION WITH GALLOPING HILL ROAD AND A TRAFFIC LIGHT.  TURN LEFT
 KV6855'AND GO WEST ON GALLOPING HILL ROAD FOR 0.1 MI, (0.2 KM) CROSSING THE
 KV6855'BRIDGE OVER THE GARDEN STATE PARKWAY, TO A SIDE ROAD ON THE RIGHT,
 KV6855'IMMEDIATELY PAST THE BRIDGE, LEADING TO THE GALLOPING HILL GOLF
 KV6855'COURSE.  TURN RIGHT AND FOLLOW TH PAVED ROAD NORTH FOR 0.3 MI
 KV6855'(0.5 KM) TO THE PEDESTRIAN BRIDGE AND THE STATION ON THE RIGHT, SET
 KV6855'FLUSH IN THE CONCRETE DECK. THE STATION IS 27.2 M (89.2 FT) SOUTHEAST
 KV6855'FROM THE NORTH END OF THE BRIDGE AND 26.6 M (87.3 FT) NORTHWEST FROM
 KV6855'THE SOUTH END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5719 ***********************************************************************
 KV5719  DESIGNATION -  KERR 1911
 KV5719  PID         -  KV5719
 KV5719  STATE/COUNTY-  NJ/BURLINGTON
 KV5719  USGS QUAD   -  BEVERLY (1973)
 KV5719
 KV5719                         *CURRENT SURVEY CONTROL
 KV5719  ___________________________________________________________________
 KV5719* NAD 83(1996)-  40 04 29.27925(N)    074 52 45.48076(W)     ADJUSTED  
 KV5719* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5719  ___________________________________________________________________
 KV5719  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 KV5719  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV5719
 KV5719  HORZ ORDER  -  SECOND
 KV5719
 KV5719.The horizontal coordinates were established by classical geodetic methods
 KV5719.and adjusted by the National Geodetic Survey in September 1999..
 KV5719
 KV5719.The orthometric height was scaled from a topographic map.
 KV5719
 KV5719.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5719
 KV5719.The geoid height was determined by GEOID03.
 KV5719
 KV5719;                    North         East     Units Scale Factor Converg.
 KV5719;SPC NJ       -   137,887.938   117,648.656   MT  0.99991288   -0 14 39.1
 KV5719;SPC NJ       -   452,387.34    385,985.63   sFT  0.99991288   -0 14 39.1
 KV5719;SPC PA S     -    86,307.971   844,824.637   MT  0.99998089   +1 51 45.0
 KV5719;SPC PA S     -   283,162.07  2,771,728.83   sFT  0.99998089   +1 51 45.0
 KV5719;UTM  18      - 4,436,066.296   510,291.648   MT  0.99960130   +0 04 39.7
 KV5719
 KV5719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5719!SPC NJ       -   1.00000505  x   0.99991288  =   0.99991793
 KV5719!SPC PA S     -   1.00000505  x   0.99998089  =   0.99998594
 KV5719!UTM  18      -   1.00000505  x   0.99960130  =   0.99960635
 KV5719
 KV5719                          SUPERSEDED SURVEY CONTROL
 KV5719
 KV5719  NAD 83(1986)-  40 04 29.27759(N)    074 52 45.48260(W) AD(       ) 2
 KV5719  NAD 27      -  40 04 28.87900(N)    074 52 46.88300(W) AD(       ) 2
 KV5719
 KV5719.Superseded values are not recommended for survey control.
 KV5719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5719.See file dsdata.txt to determine how the superseded data were derived.
 KV5719
 KV5719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1029236066(NAD 83)
 KV5719
 KV5719  HISTORY     - Date     Condition        Report By
 KV5719  HISTORY     - 1911     MONUMENTED       CGS
 KV5719  HISTORY     - 1933     GOOD             CGS
 KV5719  HISTORY     - 1935     GOOD             CGS
 KV5719  HISTORY     - 1947     MARK NOT FOUND   CGS
 KV5719
 KV5719                          STATION DESCRIPTION
 KV5719
 KV5719'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5719'THIS STATION IS ON THE NEW JERSEY BANK OF THE DELAWARE RIVER,
 KV5719'0.7 MILE S OF THE BURLINGTON-BRISTOL BRIDGE, AND 0.1 MILE S
 KV5719'OF THE PUBLIC SERVICE PLANT.  THE STATION MARK WAS RECOVERED IN
 KV5719'GOOD CONDITION.  IT IS A STANDARD DISK SET IN A CEMENT-FILLED
 KV5719'TILE.  IT IS ON THE OUTER EDGE OF THE MARSH ON A GRAVEL SPIT,
 KV5719'144 FEET N OF THE NEAR SURFACE OF THE WIND ROTOR TOWER, AND
 KV5719'ABOUT 61.7 METERS NW OF REFERENCE MARK NO.2 AND ON LINE WITH
 KV5719'REFERENCE MARK NO.2 AND KERR ECCENTRIC 1933.  THE MARK IS
 KV5719'USUALLY COVERED WITH DEBRIS.
 KV5719'
 KV5719'SEE DESCRIPTION OF KERR ECCENTRIC 1933 FOR COMPLETE DESCRIPTION.
 KV5719'
 KV5719'130.566 METERS (428.37 FEET) FROM TRIANGULATION STATION KERR
 KV5719'ECCENTRIC IN BEARING N 45 DEG 05 MIN W.
 KV5719
 KV5719                          STATION RECOVERY (1935)
 KV5719
 KV5719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5719'AT BURLINGTON, 3/4 MILE SW OF BURLINGTON-BRISTOL BRIDGE, 0.5
 KV5719'MILE SW FROM MAIN GATE OF PUBLIC SERVICE POWER PLANT, ON A
 KV5719'NARROW NECK OF LAND EXTENDING INTO THE MARSH, 130.577 METERS FROM
 KV5719'KERR ECCENTRIC ON RANGE WITH IT AND KERR ECCENTRIC REFERENCE
 KV5719'MARK NO.2, 6 INCHES UNDERGROUND.  NO REFERENCE MARKS WERE FOUND.
 KV5719'
 KV5719'POSITION NOT REDETERMINED.
 KV5719
 KV5719                          STATION RECOVERY (1947)
 KV5719
 KV5719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5719'STATION NOT FOUND.  MEASURED DISTANCE FROM KERR ECCENTRIC
 KV5719'THROUGH REFERENCE MARK 2 FELL SEVERAL FEET E OF A LEVEE WHICH
 KV5719'ENCLOSES A RESERVOIR USED TO DEPOSIT THE LIQUID-ASH RESIDUE
 KV5719'FROM THE POWER PLANT.  THE PLANT SUPERINTENDENT STATED THAT HE
 KV5719'WAS REASONABLY SURE THAT THE MONUMENT WAS NOT DISTURBED BY
 KV5719'THE LEVEE CONSTRUCTION, BUT THAT A FEW FEET OF ASHES HAVE
 KV5719'BEEN DEPOSITED OVER THE MONUMENT, AND THAT THE AREA IS ALWAYS
 KV5719'FLOODED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5727 ***********************************************************************
 KV5727  DESIGNATION -  KERR ECC
 KV5727  PID         -  KV5727
 KV5727  STATE/COUNTY-  NJ/BURLINGTON
 KV5727  USGS QUAD   -  BEVERLY (1973)
 KV5727
 KV5727                         *CURRENT SURVEY CONTROL
 KV5727  ___________________________________________________________________
 KV5727* NAD 83(1996)-  40 04 26.29017(N)    074 52 41.57847(W)     ADJUSTED  
 KV5727* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5727  ___________________________________________________________________
 KV5727  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 KV5727  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV5727
 KV5727  HORZ ORDER  -  SECOND
 KV5727
 KV5727.The horizontal coordinates were established by classical geodetic methods
 KV5727.and adjusted by the National Geodetic Survey in September 1999..
 KV5727
 KV5727.The orthometric height was scaled from a topographic map.
 KV5727
 KV5727.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5727
 KV5727.The geoid height was determined by GEOID03.
 KV5727
 KV5727;                    North         East     Units Scale Factor Converg.
 KV5727;SPC NJ       -   137,795.360   117,740.718   MT  0.99991281   -0 14 36.6
 KV5727;SPC NJ       -   452,083.61    386,287.67   sFT  0.99991281   -0 14 36.6
 KV5727;SPC PA S     -    86,218.834   844,920.047   MT  0.99998099   +1 51 47.5
 KV5727;SPC PA S     -   282,869.62  2,772,041.85   sFT  0.99998099   +1 51 47.5
 KV5727;UTM  18      - 4,435,974.266   510,384.201   MT  0.99960133   +0 04 42.2
 KV5727
 KV5727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5727!SPC NJ       -   1.00000489  x   0.99991281  =   0.99991770
 KV5727!SPC PA S     -   1.00000489  x   0.99998099  =   0.99998588
 KV5727!UTM  18      -   1.00000489  x   0.99960133  =   0.99960622
 KV5727
 KV5727:                Primary Azimuth Mark                     Grid Az
 KV5727:SPC NJ       -  BRISTOL ROHM AND HAAS CLUB TK            020 00 10.6
 KV5727:SPC PA S     -  BRISTOL ROHM AND HAAS CLUB TK            017 53 46.5
 KV5727:UTM  18      -  BRISTOL ROHM AND HAAS CLUB TK            019 40 51.8
 KV5727
 KV5727|---------------------------------------------------------------------|
 KV5727| PID    Reference Object                     Distance      Geod. Az  |
 KV5727|                                                           dddmmss.s |
 KV5727| KV5685 BRISTOL ROHM AND HAAS CLUB TK       APPROX. 1.3 KM 0194534.0 |
 KV5727| KV5683 BRISTOL ROHM AND HAAS TANK          APPROX. 2.4 KM 0204327.0 |
 KV5727| KV5587 AIRWAY BEACON 71 A                  APPROX.12.9 KM 0313338.5 |
 KV5727| KV5682 BURLINGTON BRISTOL BR TWR N LT      APPROX. 1.1 KM 0401655.8 |
 KV5727| KV5593 BURLINGTON BRISTOL BRID S PIER      APPROX. 1.1 KM 0474106.2 |
 KV5727| KV5620 BURLINGTON ST MARYS CH SPIRE        APPROX. 1.4 KM 0755702.4 |
 KV5727| CB5223 KERR ECC RM 1                        55.702 METERS 08608     |
 KV5727| KV5748 MUD ISLAND RANGE FRONT LIGHT        APPROX. 5.3 KM 2625012.4 |
 KV5727| KV5765 BEVERLY RANGE FRONT LIGHT           APPROX. 4.8 KM 2654324.0 |
 KV5727| CB5224 KERR ECC RM 2                        68.882 METERS 31451     |
 KV5727| KV5719 KERR 1911                           130.572 METERS 31455     |
 KV5727| KV5751 AIRWAY BEACON 70                    APPROX. 2.5 KM 3234055.3 |
 KV5727|---------------------------------------------------------------------|
 KV5727
 KV5727                          SUPERSEDED SURVEY CONTROL
 KV5727
 KV5727  NAD 83(1986)-  40 04 26.28852(N)    074 52 41.58035(W) AD(       ) 2
 KV5727  NAD 27      -  40 04 25.89000(N)    074 52 42.98100(W) AD(       ) 2
 KV5727
 KV5727.Superseded values are not recommended for survey control.
 KV5727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5727.See file dsdata.txt to determine how the superseded data were derived.
 KV5727
 KV5727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1038435974(NAD 83)
 KV5727_MARKER: DS = TRIANGULATION STATION DISK
 KV5727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5727_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5727
 KV5727  HISTORY     - Date     Condition        Report By
 KV5727  HISTORY     - 1933     MONUMENTED       CGS
 KV5727  HISTORY     - 1935     GOOD             CGS
 KV5727  HISTORY     - 1947     GOOD             CGS
 KV5727  HISTORY     - 19900524 MARK NOT FOUND   NJGS
 KV5727
 KV5727                          STATION DESCRIPTION
 KV5727
 KV5727'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5727'THE STATION IS ON THE NEW JERSEY BANK OF THE DELAWARE 0.7 MILE S
 KV5727'OF THE BURLINGTON-BRISTOL BRIDGE AND 0.1 MILE S OF THE PUBLIC
 KV5727'SERVICE PLANT.  IT IS 300 FEET E OF THE LARGE LIGHT STANDPIPE
 KV5727'(ROTOR TOWER), AND E OF A GROUP OF SMALL BUILDINGS.  IT PROJECTS 8
 KV5727'INCHES.
 KV5727'
 KV5727'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5727'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A, AND 11B.
 KV5727'
 KV5727'REFERENCE MARK NO.1 IS E OF THE STATION, 26 FEET S OF CENTER
 KV5727'LINE OF ROAD AND 19 FEET N OF POWER LINE POLE NO. PS1443BT.  IT
 KV5727'PROJECTS 6 INCHES.
 KV5727'
 KV5727'REFERENCE MARK NO.2 IS N OF THE STATION ON THE BANK AT THE
 KV5727'MARSH, 107 FEET E ROTOR TOWER, AND 5 YARDS N OF THE ROAD.  IT
 KV5727'PROJECTS 6 INCHES.
 KV5727'
 KV5727'KERR 1912 IS ON A GRAVEL SPIT AT THE OUTER EDGE OF THE MARSH,
 KV5727'144 FEET N OF NEAR SURFACE OF ROTOR TOWER, AND 61.1 METERS FROM
 KV5727'REFERENCE MARK NO.2 AND ON RANGE WITH REFERENCE MARK NO.2 AND
 KV5727'KERR ECCENTRIC.  IT IS A STANDARD DISK SET IN CEMENT IN A TILE
 KV5727'PIPE.  IT IS USUALLY COVERED WITH DEBRIS.
 KV5727
 KV5727                          STATION RECOVERY (1935)
 KV5727
 KV5727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5727'AT BURLINGTON, 0.7 MILE SW OF THE BURLINGTON-BRISTOL BRIDGE,
 KV5727'0.4 MILE SW OF MAIN GATE OF PUBLIC SERVICE POWER PLANT, BETWEEN
 KV5727'THE RAILS OF A SIDING, GENERALLY USED TO STORE COAL CARS,
 KV5727'28.93 METERS FROM BUMPER AT END OF SIDING, 0.23 METER W OF E
 KV5727'RAIL.  ROTOR TOWER AND POWER LINE POLE MENTIONED IN 1933
 KV5727'DESCRIPTION HAVE BEEN REMOVED.
 KV5727'
 KV5727'ELEVATION OF INSTRUMENT 17 METERS TO SEE WALL ROPE WORKS TANK.
 KV5727'
 KV5727'MAIN SCHEME STATION.
 KV5727
 KV5727                          STATION RECOVERY (1947)
 KV5727
 KV5727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5727'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 KV5727'CONDITION.  REFERENCE MARK 2 HAS BEEN STRUCK AND IS LEANING AT
 KV5727'A 45 DEG ANGLE TOWARD THE STATION MARK.  THE DISK HAS BEEN
 KV5727'SHEARED OFF THE STEM WHICH REMAINS IN THE MONUMENT.  THE 1935
 KV5727'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGES--
 KV5727'
 KV5727'1.  ADD REFERENCE MARK 1 PROJECTS 6 INCHES AND IS LOCATED
 KV5727'UNDER THE MOST W OF THREE TRANSMISSION TOWERS.
 KV5727'
 KV5727'2.  ADD REFERENCE MARK 2 IS LOCATED HALFWAY BETWEEN TRAIL AND
 KV5727'LARGE DITCH, AND ONLY THE DISK STEM REMAINS IN MONUMENT WHICH IS
 KV5727'LEANING AT A 45 DEG ANGLE TOWARD THE STATION.
 KV5727'
 KV5727'3.  DELETE BLACK TANK (ROHM AND HAAS) ACROSS R AS AZIMUTH
 KV5727'MARK.  ORIGINAL TANK HAS BEEN DESTROYED.
 KV5727
 KV5727                          STATION RECOVERY (1990)
 KV5727
 KV5727'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV5727'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV5727'SEARCH BY A ONE MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5292 ***********************************************************************
 KV5292  DESIGNATION -  KETTLE
 KV5292  PID         -  KV5292
 KV5292  STATE/COUNTY-  NJ/OCEAN
 KV5292  USGS QUAD   -  LAKEWOOD (1989)
 KV5292
 KV5292                         *CURRENT SURVEY CONTROL
 KV5292  ___________________________________________________________________
 KV5292* NAD 83(1996)-  40 01 19.07014(N)    074 07 31.63592(W)     ADJUSTED  
 KV5292* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5292  ___________________________________________________________________
 KV5292  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 KV5292  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV5292
 KV5292  HORZ ORDER  -  THIRD
 KV5292
 KV5292.The horizontal coordinates were established by classical geodetic methods
 KV5292.and adjusted by the National Geodetic Survey in September 1999..
 KV5292
 KV5292.The orthometric height was scaled from a topographic map.
 KV5292
 KV5292.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5292
 KV5292.The geoid height was determined by GEOID03.
 KV5292
 KV5292;                    North         East     Units Scale Factor Converg.
 KV5292;SPC NJ       -   132,020.126   181,970.484   MT  0.99991258   +0 14 27.1
 KV5292;SPC NJ       -   433,136.03    597,014.83   sFT  0.99991258   +0 14 27.1
 KV5292;UTM  18      - 4,430,561.284   574,627.532   MT  0.99966856   +0 33 44.7
 KV5292
 KV5292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5292!SPC NJ       -   1.00000508  x   0.99991258  =   0.99991766
 KV5292!UTM  18      -   1.00000508  x   0.99966856  =   0.99967363
 KV5292
 KV5292:                Primary Azimuth Mark                     Grid Az
 KV5292:SPC NJ       -  CHADWICK                                 125 04 25.5
 KV5292:UTM  18      -  CHADWICK                                 124 45 07.9
 KV5292
 KV5292|---------------------------------------------------------------------|
 KV5292| PID    Reference Object                     Distance      Geod. Az  |
 KV5292|                                                           dddmmss.s |
 KV5292| JU2584 CHADWICK                            APPROX. 6.6 KM 1251852.6 |
 KV5292| CB5225 KETTLE RM 1                          12.800 METERS 19556     |
 KV5292| CB5226 KETTLE RM 2                          23.990 METERS 28551     |
 KV5292|---------------------------------------------------------------------|
 KV5292
 KV5292                          SUPERSEDED SURVEY CONTROL
 KV5292
 KV5292  NAD 83(1986)-  40 01 19.06343(N)    074 07 31.63170(W) AD(       ) 3
 KV5292  NAD 27      -  40 01 18.64400(N)    074 07 33.13300(W) AD(       ) 3
 KV5292
 KV5292.Superseded values are not recommended for survey control.
 KV5292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5292.See file dsdata.txt to determine how the superseded data were derived.
 KV5292
 KV5292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7462830561(NAD 83)
 KV5292_MARKER: DS = TRIANGULATION STATION DISK
 KV5292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5292
 KV5292  HISTORY     - Date     Condition        Report By
 KV5292  HISTORY     - 1935     MONUMENTED       CGS
 KV5292  HISTORY     - 1951     MARK NOT FOUND   CGS
 KV5292  HISTORY     - 1962     MARK NOT FOUND   CGS
 KV5292
 KV5292                          STATION DESCRIPTION
 KV5292
 KV5292'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 KV5292'STATION IS LOCATED ON THE W SIDE OF BARNEGAT BAY IN KETTLE CREEK
 KV5292'ON THE MOST EASTERLY TIP OF THE POINT OF LAND SEPARATING THE N
 KV5292'AND S FORKS OF KETTLE CREEK.  IT IS 9 METERS FROM THE HIGH-WATER
 KV5292'LINE.
 KV5292'
 KV5292'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 KV5292'CONCRETE.
 KV5292'
 KV5292'STATION IS MARKED BY A STANDARD DISK STAMPED, KETTLE 1935 IN A
 KV5292'CEMENT MONUMENT 12- BY 12-INCH BY 3-FOOT, PROJECTS 6 INCHES ABOVE
 KV5292'THE SURFACE OF THE GROUND.
 KV5292'
 KV5292'REFERENCE MARK NO.1 IS A DISK STAMPED, KETTLE NO.1 IN MONUMENT
 KV5292'10- BY 10-INCH BY 3-FOOT PLACED 6 METERS FROM THE
 KV5292'HIGH-WATER LINE.  REFERENCE MARK NO.2 IS SIMILAR DISK
 KV5292'PLACED 32 METERS FROM HIGH-WATER LINE.
 KV5292'
 KV5292'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 KV5292
 KV5292                          STATION RECOVERY (1951)
 KV5292
 KV5292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV5292'STATION MARK AND REFERENCE MARKS WERE NOT RECOVERED AFTER A 1-HOUR
 KV5292'SEARCH BY A TWO-MAN PARTY.  THE AREA HAS BEEN DREDGED AND FILLED
 KV5292'IN.  NONE OF THE REFERENCES REMAIN.  IT IS BELIEVED THAT THE
 KV5292'MARKS WERE EITHER DESTROYED DURING THE CONSTRUCTION OR ARE
 KV5292'DEEPLY BURIED BENEATH THE FILL.
 KV5292
 KV5292                          STATION RECOVERY (1962)
 KV5292
 KV5292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5292'NOT RECOVERED.  NO SIGN OF THE MARKS COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5092 ***********************************************************************
 KV5092  DESIGNATION -  KEYPORT EAST TRANSM TOWER
 KV5092  PID         -  KV5092
 KV5092  STATE/COUNTY-  NJ/MONMOUTH
 KV5092  USGS QUAD   -  KEYPORT (1977)
 KV5092
 KV5092                         *CURRENT SURVEY CONTROL
 KV5092  ___________________________________________________________________
 KV5092* NAD 83(1996)-  40 26 06.59537(N)    074 12 47.21262(W)     ADJUSTED  
 KV5092* NAVD 88     -                                                        
 KV5092  ___________________________________________________________________
 KV5092  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 KV5092  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV5092
 KV5092  HORZ ORDER  -  THIRD
 KV5092
 KV5092.The horizontal coordinates were established by classical geodetic methods
 KV5092.and adjusted by the National Geodetic Survey in September 1999..
 KV5092
 KV5092
 KV5092.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5092
 KV5092.The geoid height was determined by GEOID03.
 KV5092
 KV5092;                    North         East     Units Scale Factor Converg.
 KV5092;SPC NJ       -   177,869.348   174,339.611   MT  0.99990729   +0 11 09.9
 KV5092;SPC NJ       -   583,559.69    571,979.21   sFT  0.99990729   +0 11 09.9
 KV5092;UTM  18      - 4,476,355.396   566,740.317   MT  0.99965483   +0 30 37.4
 KV5092
 KV5092                          SUPERSEDED SURVEY CONTROL
 KV5092
 KV5092  NAD 83(1996)-  40 26 06.59445(N)    074 12 47.21210(W) AD(       ) 4
 KV5092  NAD 83(1986)-  40 26 06.59543(N)    074 12 47.20999(W) AD(       ) 4
 KV5092  NAD 27      -  40 26 06.20400(N)    074 12 48.69100(W) AD(       ) 3
 KV5092
 KV5092.Superseded values are not recommended for survey control.
 KV5092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5092.See file dsdata.txt to determine how the superseded data were derived.
 KV5092
 KV5092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6674076355(NAD 83)
 KV5092_MARKER: 55 = TOWER
 KV5092
 KV5092  HISTORY     - Date     Condition        Report By
 KV5092  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV5092  HISTORY     - 1979     POOR             LOCENG
 KV5092
 KV5092                          STATION DESCRIPTION
 KV5092
 KV5092'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5092'THE EASTERLY OF TWO TALL TRANSMISSION TOWERS CARRYING JERSEY
 KV5092'CENTRAL POWER AND LIGHT LINES OVER MATAWAN CREEK ON THE S SIDE
 KV5092'OF THE THOROUGHFARE KNOWN AS OLD HIGHWAY.  THESE ARE GRAY, IRON,
 KV5092'LATTICE STRUCTURES.
 KV5092'
 KV5092'THE STATION IS THE TOWER-TOP, APPROXIMATELY 150 FEET ABOVE GROUND.
 KV5092
 KV5092                          STATION RECOVERY (1979)
 KV5092
 KV5092'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (FRP)
 KV5092'TOWERS LEAN CONSIDERABLY.
 KV5092'
 KV5092'DISTANCE AND DIRECTION FROM NEAREST TOWN--KEYPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5097 ***********************************************************************
 KV5097  DESIGNATION -  KEYPORT FIRST BAPTIST CH SPIRE
 KV5097  PID         -  KV5097
 KV5097  STATE/COUNTY-  NJ/MONMOUTH
 KV5097  USGS QUAD   -  KEYPORT (1977)
 KV5097
 KV5097                         *CURRENT SURVEY CONTROL
 KV5097  ___________________________________________________________________
 KV5097* NAD 83(1996)-  40 26 09.12141(N)    074 12 09.28803(W)     ADJUSTED  
 KV5097* NAVD 88     -                                                        
 KV5097  ___________________________________________________________________
 KV5097  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 KV5097  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV5097
 KV5097  HORZ ORDER  -  THIRD
 KV5097
 KV5097.The horizontal coordinates were established by classical geodetic methods
 KV5097.and adjusted by the National Geodetic Survey in September 1999..
 KV5097
 KV5097
 KV5097.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5097
 KV5097.The geoid height was determined by GEOID03.
 KV5097
 KV5097;                    North         East     Units Scale Factor Converg.
 KV5097;SPC NJ       -   177,950.212   175,233.115   MT  0.99990783   +0 11 34.5
 KV5097;SPC NJ       -   583,824.99    574,910.64   sFT  0.99990783   +0 11 34.5
 KV5097;UTM  18      - 4,476,441.295   567,633.124   MT  0.99965630   +0 31 02.0
 KV5097
 KV5097                          SUPERSEDED SURVEY CONTROL
 KV5097
 KV5097  NAD 83(1996)-  40 26 09.12194(N)    074 12 09.28691(W) AD(       ) 4
 KV5097  NAD 83(1986)-  40 26 09.12222(N)    074 12 09.28474(W) AD(       ) 4
 KV5097  NAD 27      -  40 26 08.73200(N)    074 12 10.76900(W) AD(       ) 3
 KV5097
 KV5097.Superseded values are not recommended for survey control.
 KV5097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5097.See file dsdata.txt to determine how the superseded data were derived.
 KV5097
 KV5097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6763376441(NAD 83)
 KV5097_MARKER: 90 = CHURCH SPIRE
 KV5097
 KV5097  HISTORY     - Date     Condition        Report By
 KV5097  HISTORY     - 1918     FIRST OBSERVED   CGS
 KV5097  HISTORY     - 1930     GOOD             CGS
 KV5097  HISTORY     - 1979     SEE DESCRIPTION  LOCENG
 KV5097
 KV5097                          STATION DESCRIPTION
 KV5097
 KV5097'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (WMG)
 KV5097'STATION IS THE SPIRE OF THE FIRST BAPTIST CHURCH AT KEYPORT,
 KV5097'NEW JERSEY.  THE CHURCH IS RED BRICK BUILDING WITH A SLENDER
 KV5097'WHITE WOODEN SPIRE.
 KV5097
 KV5097                          STATION RECOVERY (1930)
 KV5097
 KV5097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5097'RECOVERED, IN GOOD CONDITION, AS ORIGINALLY DESCRIBED,
 KV5097'RENAMED SPIRE (BAPTIST CHURCH).
 KV5097'
 KV5097'THE FIRST BAPTIST CHURCH IS LOCATED ON THE NE CORNER OF MAIN
 KV5097'AND THIRD STREETS.  IT IS OF RED BRICK, ITS VERY SLENDER, GREY,
 KV5097'WOOD SPIRE RISING FROM A SQUARE TOWER.
 KV5097'
 KV5097'THE STATION IS THE SPIRES BALL-APEX, APPROXIMATELY 125 FEET
 KV5097'ABOVE GROUND.
 KV5097
 KV5097                          STATION RECOVERY (1979)
 KV5097
 KV5097'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (FRP)
 KV5097'DISTANCE AND DIRECTION FROM NEAREST TOWN--KEYPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5093 ***********************************************************************
 KV5093  DESIGNATION -  KEYPORT STANDPIPE
 KV5093  PID         -  KV5093
 KV5093  STATE/COUNTY-  NJ/MONMOUTH
 KV5093  USGS QUAD   -  KEYPORT (1977)
 KV5093
 KV5093                         *CURRENT SURVEY CONTROL
 KV5093  ___________________________________________________________________
 KV5093* NAD 83(1996)-  40 26 04.56181(N)    074 11 52.80436(W)     ADJUSTED  
 KV5093* NAVD 88     -                                                        
 KV5093  ___________________________________________________________________
 KV5093  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 KV5093  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV5093
 KV5093  HORZ ORDER  -  THIRD
 KV5093
 KV5093.The horizontal coordinates were established by classical geodetic methods
 KV5093.and adjusted by the National Geodetic Survey in September 1999..
 KV5093
 KV5093
 KV5093.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5093
 KV5093.The geoid height was determined by GEOID03.
 KV5093
 KV5093;                    North         East     Units Scale Factor Converg.
 KV5093;SPC NJ       -   177,810.902   175,622.062   MT  0.99990808   +0 11 45.1
 KV5093;SPC NJ       -   583,367.93    576,186.72   sFT  0.99990808   +0 11 45.1
 KV5093;UTM  18      - 4,476,304.223   568,022.755   MT  0.99965696   +0 31 12.6
 KV5093
 KV5093                          SUPERSEDED SURVEY CONTROL
 KV5093
 KV5093  NAD 83(1996)-  40 26 04.56102(N)    074 11 52.80370(W) AD(       ) 4
 KV5093  NAD 83(1986)-  40 26 04.56210(N)    074 11 52.80162(W) AD(       ) 4
 KV5093  NAD 27      -  40 26 04.16900(N)    074 11 54.28200(W) AD(       ) 3
 KV5093
 KV5093.Superseded values are not recommended for survey control.
 KV5093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5093.See file dsdata.txt to determine how the superseded data were derived.
 KV5093
 KV5093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6802376304(NAD 83)
 KV5093_MARKER: 52 = STANDPIPE TANK
 KV5093
 KV5093  HISTORY     - Date     Condition        Report By
 KV5093  HISTORY     - 1926     FIRST OBSERVED   CGS
 KV5093  HISTORY     - 1930     GOOD             CGS
 KV5093
 KV5093                          STATION DESCRIPTION
 KV5093
 KV5093'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (RFS)
 KV5093'PROMINENT IRON STANDPIPE IN KEYPORT.
 KV5093
 KV5093                          STATION RECOVERY (1930)
 KV5093
 KV5093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5093'RECOVERED IN GOOD CONDITION.
 KV5093'
 KV5093'THE PROMINENT WATER-STORAGE TANK AT KEYPORT, ON THE S SIDE
 KV5093'OF ELIZABETH STREET BETWEEN CHURCH AND OSBORNE STREETS.  IT IS AN
 KV5093'ORDINARY TYPE CYLINDRICAL, (6.12 METERS DIAMETER) BLACK, IRON
 KV5093'STANDPIPE, WITH AN ORNAMENTAL RAIL ENCIRCLING ITS FLAT-TOP.
 KV5093'
 KV5093'THE STATION IS THE TOP-CENTER, APPROXIMATELY 125 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5098 ***********************************************************************
 KV5098  DESIGNATION -  KEYPORT WEST TRANSM TOWER
 KV5098  PID         -  KV5098
 KV5098  STATE/COUNTY-  NJ/MONMOUTH
 KV5098  USGS QUAD   -  KEYPORT (1977)
 KV5098
 KV5098                         *CURRENT SURVEY CONTROL
 KV5098  ___________________________________________________________________
 KV5098* NAD 83(1996)-  40 26 07.68468(N)    074 12 50.71993(W)     ADJUSTED  
 KV5098* NAVD 88     -                                                        
 KV5098  ___________________________________________________________________
 KV5098  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 KV5098  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV5098
 KV5098  HORZ ORDER  -  THIRD
 KV5098
 KV5098.The horizontal coordinates were established by classical geodetic methods
 KV5098.and adjusted by the National Geodetic Survey in September 1999..
 KV5098
 KV5098
 KV5098.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5098
 KV5098.The geoid height was determined by GEOID03.
 KV5098
 KV5098;                    North         East     Units Scale Factor Converg.
 KV5098;SPC NJ       -   177,902.676   174,256.845   MT  0.99990724   +0 11 07.6
 KV5098;SPC NJ       -   583,669.03    571,707.67   sFT  0.99990724   +0 11 07.6
 KV5098;UTM  18      - 4,476,388.247   566,657.385   MT  0.99965469   +0 30 35.1
 KV5098
 KV5098                          SUPERSEDED SURVEY CONTROL
 KV5098
 KV5098  NAD 83(1996)-  40 26 07.68376(N)    074 12 50.71943(W) AD(       ) 4
 KV5098  NAD 83(1986)-  40 26 07.68472(N)    074 12 50.71733(W) AD(       ) 4
 KV5098  NAD 27      -  40 26 07.29300(N)    074 12 52.19800(W) AD(       ) 3
 KV5098
 KV5098.Superseded values are not recommended for survey control.
 KV5098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5098.See file dsdata.txt to determine how the superseded data were derived.
 KV5098
 KV5098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6665776388(NAD 83)
 KV5098_MARKER: 55 = TOWER
 KV5098
 KV5098  HISTORY     - Date     Condition        Report By
 KV5098  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV5098  HISTORY     - 1979     POOR             LOCENG
 KV5098
 KV5098                          STATION DESCRIPTION
 KV5098
 KV5098'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5098'THE WESTERLY OF TWO TALL TRANSMISSION TOWERS CARRYING JERSEY
 KV5098'CENTRAL POWER AND LIGHT LINES OVER MATAWAN CREEK ON THE S SIDE
 KV5098'OF THE THOROUGHFARE KNOWN AS OLD HIGHWAY.  THESE ARE GRAY, IRON,
 KV5098'LATTICE-STRUCTURES.
 KV5098'
 KV5098'THE STATION IS THE TOWER-TOP, APPROXIMATELY 150 FEET ABOVE GROUND.
 KV5098
 KV5098                          STATION RECOVERY (1979)
 KV5098
 KV5098'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (FRP)
 KV5098'TOWERS LEAN CONSIDERABLY.
 KV5098'
 KV5098'DISTANCE AND DIRECTION FROM NEAREST TOWN--KEYPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5662 ***********************************************************************
 KV5662  DESIGNATION -  KEYSTONE CL
 KV5662  PID         -  KV5662
 KV5662  STATE/COUNTY-  NJ/BURLINGTON
 KV5662  USGS QUAD   -  BRISTOL (1981)
 KV5662
 KV5662                         *CURRENT SURVEY CONTROL
 KV5662  ___________________________________________________________________
 KV5662* NAD 83(1996)-  40 06 49.84191(N)    074 49 42.22273(W)     ADJUSTED  
 KV5662* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5662  ___________________________________________________________________
 KV5662  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 KV5662  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV5662
 KV5662  HORZ ORDER  -  THIRD
 KV5662
 KV5662.The horizontal coordinates were established by classical geodetic methods
 KV5662.and adjusted by the National Geodetic Survey in September 1999..
 KV5662
 KV5662.The orthometric height was scaled from a topographic map.
 KV5662
 KV5662.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5662
 KV5662.The geoid height was determined by GEOID03.
 KV5662
 KV5662;                    North         East     Units Scale Factor Converg.
 KV5662;SPC NJ       -   142,205.693   122,006.467   MT  0.99990964   -0 12 41.7
 KV5662;SPC NJ       -   466,553.18    400,282.88   sFT  0.99990964   -0 12 41.7
 KV5662;SPC PA S     -    90,783.319   849,021.047   MT  0.99997668   +1 53 43.9
 KV5662;SPC PA S     -   297,844.94  2,785,496.55   sFT  0.99997668   +1 53 43.9
 KV5662;UTM  18      - 4,440,407.132   514,623.783   MT  0.99960263   +0 06 38.0
 KV5662
 KV5662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5662!SPC NJ       -   1.00000490  x   0.99990964  =   0.99991454
 KV5662!SPC PA S     -   1.00000490  x   0.99997668  =   0.99998158
 KV5662!UTM  18      -   1.00000490  x   0.99960263  =   0.99960752
 KV5662
 KV5662                          SUPERSEDED SURVEY CONTROL
 KV5662
 KV5662  NAD 83(1986)-  40 06 49.84083(N)    074 49 42.22340(W) AD(       ) 3
 KV5662  NAD 27      -  40 06 49.44400(N)    074 49 43.63300(W) AD(       ) 3
 KV5662
 KV5662.Superseded values are not recommended for survey control.
 KV5662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5662.See file dsdata.txt to determine how the superseded data were derived.
 KV5662
 KV5662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1462440407(NAD 83)
 KV5662_MARKER: Z = SEE DESCRIPTION
 KV5662_SETTING: 0 = UNSPECIFIED SETTING
 KV5662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5662
 KV5662  HISTORY     - Date     Condition        Report By
 KV5662  HISTORY     - 1935     MONUMENTED       USE
 KV5662  HISTORY     - 1947     GOOD             CGS
 KV5662
 KV5662                          STATION DESCRIPTION
 KV5662
 KV5662'DESCRIBED BY US ENGINEERS 1935 (EBR)
 KV5662'BETWEEN BURLINGTON AND FLORENCE, DIRECTLY OPPOSITE LANDRETH BARN
 KV5662'CUPOLA, PENNSYLVANIA, 0.9 MILE S OF W END OF FRONT STREET,
 KV5662'FLORENCE, ABOUT 250 FEET E OF HIGH WATER LINE, 50 FEET W OF
 KV5662'CENTER LINE RIVER ROAD, 42.09 FEET W OF W RAIL OF OLD TROLLEY
 KV5662'TRACK, 50.27 FEET SW AND 40.14 FEET NW OF TWO LARGE TREES W OF
 KV5662'TRACK.  A STANDARD USED 8-INCH GALVANIZED TOP MONUMENT.
 KV5662'
 KV5662'POSITION DETERMINED BY TIE TO STATION CAR.
 KV5662'
 KV5662'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 KV5662
 KV5662                          STATION RECOVERY (1947)
 KV5662
 KV5662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5662'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5662'ADEQUATE WITH THE FOLLOWING CHANGE--
 KV5662'
 KV5662'ADD THE MONUMENT IS ENCLOSED WITHIN A 2-FOOT-DIAMETER
 KV5662'GALVANIZED PIPE SECTION WHICH PROJECTS 1 FOOT ABOVE THE
 KV5662'GROUND.  THE MONUMENT TOP IS 2 FEET BELOW THE HYDRAULIC FILL WHICH
 KV5662'SURROUNDS THE PROJECTING PIPE SECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5845 ***********************************************************************
 KV5845  DESIGNATION -  KILMER
 KV5845  PID         -  KV5845
 KV5845  STATE/COUNTY-  NJ/MIDDLESEX
 KV5845  USGS QUAD   -  PLAINFIELD (1995)
 KV5845
 KV5845                         *CURRENT SURVEY CONTROL
 KV5845  ___________________________________________________________________
 KV5845* NAD 83(1996)-  40 32 00.69019(N)    074 25 34.38484(W)     ADJUSTED  
 KV5845* NAVD 88     -        22.4    (meters)      73.     (feet)  GPS OBS   
 KV5845  ___________________________________________________________________
 KV5845  X           -   1,303,307.037 (meters)                     COMP
 KV5845  Y           -  -4,676,181.473 (meters)                     COMP
 KV5845  Z           -   4,123,183.198 (meters)                     COMP
 KV5845  LAPLACE CORR-           5.44  (seconds)                    DEFLEC99
 KV5845  ELLIP HEIGHT-         -10.47  (meters)          (10/23/02) GPS OBS
 KV5845  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV5845
 KV5845  HORZ ORDER  -  FIRST
 KV5845  ELLP ORDER  -  FOURTH    CLASS I
 KV5845
 KV5845.The horizontal coordinates were established by GPS observations
 KV5845.and adjusted by the National Geodetic Survey in May 1999..
 KV5845
 KV5845.The orthometric height was determined by GPS observations and a
 KV5845.high-resolution geoid model.
 KV5845
 KV5845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5845
 KV5845.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5845
 KV5845.The ellipsoidal height was determined by GPS observations
 KV5845.and is referenced to NAD 83.
 KV5845
 KV5845.The geoid height was determined by GEOID03.
 KV5845
 KV5845;                    North         East     Units Scale Factor Converg.
 KV5845;SPC NJ       -   188,753.596   156,250.595   MT  0.99990048   +0 02 52.6
 KV5845;SPC NJ       -   619,269.09    512,632.16   sFT  0.99990048   +0 02 52.6
 KV5845;UTM  18      - 4,487,134.155   548,594.678   MT  0.99962907   +0 22 22.5
 KV5845
 KV5845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5845!SPC NJ       -   1.00000164  x   0.99990048  =   0.99990212
 KV5845!UTM  18      -   1.00000164  x   0.99962907  =   0.99963071
 KV5845
 KV5845                          SUPERSEDED SURVEY CONTROL
 KV5845
 KV5845  NAD 83(1996)-  40 32 00.68996(N)    074 25 34.38586(W) AD(       ) 1
 KV5845  NAD 83(1986)-  40 32 00.69080(N)    074 25 34.38698(W) AD(       ) 1
 KV5845  NAD 83(1986)-  40 32 00.69088(N)    074 25 34.38386(W) AD(       ) 1
 KV5845  NGVD 29 (09/27/88)   22.8    (m)           75.     (f) GPS OBS        
 KV5845
 KV5845.Superseded values are not recommended for survey control.
 KV5845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5845.See file dsdata.txt to determine how the superseded data were derived.
 KV5845
 KV5845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4859587134(NAD 83)
 KV5845_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5845_SP_SET: SQUARE CONCRETE MONUMENT
 KV5845_STAMPING: KILMER
 KV5845_MARK LOGO: LOCSUR
 KV5845_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV5845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5845+STABILITY: SURFACE MOTION
 KV5845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5845+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 KV5845
 KV5845  HISTORY     - Date     Condition        Report By
 KV5845  HISTORY     - 1985     MONUMENTED       PSEG
 KV5845  HISTORY     - 1985     GOOD             GEOHYD
 KV5845  HISTORY     - 19901114 GOOD             NJGS
 KV5845
 KV5845                          STATION DESCRIPTION
 KV5845
 KV5845'DESCRIBED BY PUBLIC SERVICE E + G 1985 (AXH)
 KV5845'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTH OF INTERSTATE
 KV5845'I 287 ON THE NORTHWEST EDGE OF CAMP KILMER IN THE PLAINFIELD
 KV5845'BOROUGH.
 KV5845'OWNERSHIP--BOROUGH RIGHT OF WAY.
 KV5845'
 KV5845'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE I 287,
 KV5845'MIDDLESEX FREEWAY, WITH WASHINGTON AVENUE, INTERCHANGE 2, GO SOUTH
 KV5845'ON WASHINGTON AVENUE FOR 2.0 KM (1.2 MI) TO A ROAD RIGHT.  TURN
 KV5845'RIGHT, SOUTHWEST, ON METTLERS LANE FOR 1.0 KM (0.6 MI) TO A TEE
 KV5845'JUNCTION.  TURN LEFT, SOUTHEAST FOR 1.6 KM (1.0 MI) TO SCHOOL STREET
 KV5845'ON THE LEFT.  TURN NORTHEAST FOR 1.0 KM (0.6 MI) TO THE STATION ON
 KV5845'THE RIGHT.
 KV5845'
 KV5845'THE STATION IS A STANDARD PSE+G DISK SET IN A CONCRETE POST AT THE
 KV5845'END OF A DRIVE LEADING SOUTH TO CAMP KILMER.  IT IS LOCATED
 KV5845'1.5 METERS (5 FT) SOUTH OF THE EDGE OF THE PAVEMENT OF THE DRIVE AND
 KV5845'3.0 METERS (10 FT) EAST OF THE RANGE OF THE EASTERNMOST FENCE POSTS
 KV5845'ON THE NORTH SIDE OF THE DRIVE.
 KV5845'
 KV5845'DESCRIBED BY--GEO/HYDRO
 KV5845
 KV5845                          STATION RECOVERY (1985)
 KV5845
 KV5845'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1985
 KV5845'RECOVERED IN GOOD CONDITION.
 KV5845
 KV5845                          STATION RECOVERY (1990)
 KV5845
 KV5845'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5845'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP, AT THE PUBLIC SERVICE
 KV5845'ELECTRIC AND GAS COMPANY SUBSTATION.  TO REACH THE STATION FROM THE
 KV5845'JUNCTION OF INTERSTATE HIGHWAY 287, EXIT 1, AND STELTON ROAD, COUNTY
 KV5845'ROAD 529, GO 2.48 KM (1.55 MI) SOUTH ON STELTON ROAD TO THE JUNCTION
 KV5845'WITH SCHOOL STREET, TURN LEFT AND GO 0.64 KM (0.40 MI) WEST ON SCHOOL
 KV5845'STREET TO THE DRIVEWAY LEADING TO THE SUBSTATION ON THE LEFT, GO 0.16
 KV5845'KM (0.10 MI) SOUTH ON THE DRIVE TO THE SUBSTATION ON THE RIGHT.  THE
 KV5845'STATION IS 24.6 M (80.7 FT) WEST SOUTHWEST OF THE SOUTHWEST CORNER OF
 KV5845'THE CHAINLINK FENCE, 9.5 M (31.2 FT) WEST OF A PUBLIC SERVICE
 KV5845'MANHOLE, 1.5 M (4.9 FT) SOUTHWEST OF THE EDGE OF PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4006 ***********************************************************************
 KV4006  DESIGNATION -  KILN
 KV4006  PID         -  KV4006
 KV4006  STATE/COUNTY-  NJ/BERGEN
 KV4006  USGS QUAD   -  WEEHAWKEN (1995)
 KV4006
 KV4006                         *CURRENT SURVEY CONTROL
 KV4006  ___________________________________________________________________
 KV4006* NAD 83(1996)-  40 50 02.69149(N)    074 01 34.35136(W)     ADJUSTED  
 KV4006* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4006  ___________________________________________________________________
 KV4006  LAPLACE CORR-           7.73  (seconds)                    DEFLEC99
 KV4006  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KV4006
 KV4006  HORZ ORDER  -  THIRD
 KV4006
 KV4006.The horizontal coordinates were established by classical geodetic methods
 KV4006.and adjusted by the National Geodetic Survey in September 1999..
 KV4006
 KV4006.The orthometric height was scaled from a topographic map.
 KV4006
 KV4006.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4006
 KV4006.The geoid height was determined by GEOID03.
 KV4006
 KV4006;                    North         East     Units Scale Factor Converg.
 KV4006;SPC NJ       -   222,231.745   189,958.383   MT  0.99991965   +0 18 35.3
 KV4006;SPC NJ       -   729,105.32    623,221.79   sFT  0.99991965   +0 18 35.3
 KV4006;SPC NY L     -    74,114.272   297,789.416   MT  0.99999494   -0 01 01.7
 KV4006;SPC NY L     -   243,156.57    976,997.44   sFT  0.99999494   -0 01 01.7
 KV4006;UTM  18      - 4,520,794.974   582,102.947   MT  0.99968297   +0 38 12.4
 KV4006
 KV4006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4006!SPC NJ       -   1.00000488  x   0.99991965  =   0.99992453
 KV4006!SPC NY L     -   1.00000488  x   0.99999494  =   0.99999982
 KV4006!UTM  18      -   1.00000488  x   0.99968297  =   0.99968785
 KV4006
 KV4006:                Primary Azimuth Mark                     Grid Az
 KV4006:SPC NJ       -  LITTLE FERRY SCHOOL                      012 25 49.6
 KV4006:SPC NY L     -  LITTLE FERRY SCHOOL                      012 45 26.6
 KV4006:UTM  18      -  LITTLE FERRY SCHOOL                      012 06 12.5
 KV4006
 KV4006|---------------------------------------------------------------------|
 KV4006| PID    Reference Object                     Distance      Geod. Az  |
 KV4006|                                                           dddmmss.s |
 KV4006| KV3979 LITTLE FERRY SCHOOL                 APPROX. 1.5 KM 0124424.9 |
 KV4006| KV4040 FAIRVIEW CHIMNEY                    APPROX. 1.8 KM 1374620.3 |
 KV4006| CB5228 KILN RM 2                                          19918     |
 KV4006| KV4029 BOARD                               APPROX. 0.9 KM 2152823.4 |
 KV4006| KV3982 BRICK                               398.292 METERS 27819     |
 KV4006| CB5227 KILN RM 1                                          31016     |
 KV4006| KV3970 RED WATER TANK                      APPROX. 1.3 KM 3371212.7 |
 KV4006|---------------------------------------------------------------------|
 KV4006
 KV4006                          SUPERSEDED SURVEY CONTROL
 KV4006
 KV4006  NAD 83(1996)-  40 50 02.69133(N)    074 01 34.35147(W) AD(       ) 3
 KV4006  NAD 83(1996)-  40 50 02.68988(N)    074 01 34.35302(W) AD(       ) 3
 KV4006  NAD 83(1992)-  40 50 02.68891(N)    074 01 34.35391(W) AD(       ) 3
 KV4006  NAD 83(1986)-  40 50 02.69420(N)    074 01 34.34853(W) AD(       ) 3
 KV4006  NAD 27      -  40 50 02.33100(N)    074 01 35.85000(W) AD(       ) 3
 KV4006
 KV4006.Superseded values are not recommended for survey control.
 KV4006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4006.See file dsdata.txt to determine how the superseded data were derived.
 KV4006
 KV4006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8210320795(NAD 83)
 KV4006_MARKER: DS = TRIANGULATION STATION DISK
 KV4006_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4006_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4006
 KV4006  HISTORY     - Date     Condition        Report By
 KV4006  HISTORY     - 1914     MONUMENTED       CGS
 KV4006  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV4006
 KV4006                          STATION DESCRIPTION
 KV4006
 KV4006'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV4006'STATION IS ON THE E SIDE OF HACKENSACK RIVER, 160 METERS (525
 KV4006'FEET) FROM SHORE, AND ON THE N SIDE OF TEN-PENNY CREEK, 30 METERS
 KV4006'(98 FEET) N OF NEW YORK SUSQUEHANNA AND WESTERN RAILROAD BRIDGE
 KV4006'ACROSS SAID CREEK, AND 4 METERS (13 FEET) W OF THE CENTER LINE
 KV4006'OF THE TRACK OF THE RAILROAD SIDING.
 KV4006'
 KV4006'THE STATION IS MARKED BY A STANDARD BRASS DISK CEMENTED IN THE
 KV4006'TOP OF A 4-INCH TILE PIPE WHICH PROJECTS ABOUT 2 INCHES ABOVE
 KV4006'THE GROUND.
 KV4006'
 KV4006'THE SUBSURFACE MARK IS A BURIED BOTTLE.
 KV4006'
 KV4006'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CEMENT CONTAINED
 KV4006'IN A 3-INCH TILE PIPE, ARE PLACED RESPECTIVELY 12.07 METERS
 KV4006'(39.60 FEET) N 39 DEG W AND 12.360 METERS (40.55 FEET) S 29 DEG W
 KV4006'FROM THE STATION.
 KV4006
 KV4006                          STATION RECOVERY (1932)
 KV4006
 KV4006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4006'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7266 ***********************************************************************
 AC7266  DESIGNATION -  KIM
 AC7266  PID         -  AC7266
 AC7266  STATE/COUNTY-  NJ/OCEAN
 AC7266  USGS QUAD   -  BEACH HAVEN (1977)
 AC7266
 AC7266                         *CURRENT SURVEY CONTROL
 AC7266  ___________________________________________________________________
 AC7266* NAD 83(1986)-  39 37 21.     (N)    074 11 38.     (W)     SCALED    
 AC7266* NAVD 88     -         3.139  (meters)      10.30   (feet)  ADJUSTED  
 AC7266  ___________________________________________________________________
 AC7266  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 AC7266  DYNAMIC HT  -           3.138 (meters)      10.30  (feet)  COMP
 AC7266  MODELED GRAV-     980,146.8   (mgal)                       NAVD 88
 AC7266
 AC7266  VERT ORDER  -  FIRST     CLASS I
 AC7266
 AC7266.The horizontal coordinates were scaled from a topographic map and have
 AC7266.an estimated accuracy of +/- 6 seconds.
 AC7266
 AC7266.The orthometric height was determined by differential leveling
 AC7266.and adjusted by the National Geodetic Survey in April 1997..
 AC7266
 AC7266.The geoid height was determined by GEOID03.
 AC7266
 AC7266.The dynamic height is computed by dividing the NAVD 88
 AC7266.geopotential number by the normal gravity value computed on the
 AC7266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7266.degrees latitude (g = 980.6199 gals.).
 AC7266
 AC7266.The modeled gravity was interpolated from observed gravity values.
 AC7266
 AC7266;                    North         East    Units  Estimated Accuracy
 AC7266;SPC NJ       -    87,650.      176,280.      MT  (+/- 180 meters Scaled)
 AC7266
 AC7266                          SUPERSEDED SURVEY CONTROL
 AC7266
 AC7266.No superseded survey control is available for this station.
 AC7266
 AC7266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ691861(NAD 83)
 AC7266_MARKER: DD = SURVEY DISK
 AC7266_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC7266_STAMPING: KIM 1979
 AC7266_MARK LOGO: USE   
 AC7266_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC7266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7266+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 AC7266
 AC7266  HISTORY     - Date     Condition        Report By
 AC7266  HISTORY     - 1979     MONUMENTED       USE
 AC7266  HISTORY     - 19960710 GOOD             NJGS
 AC7266
 AC7266                          STATION DESCRIPTION
 AC7266
 AC7266'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 AC7266'THE STATION IS LOCATED IN LONG BEACH TOWNSHIP IN THE COMMUNITY OF
 AC7266'BRANT BEACH.  TO REACH THE STATION FROM THE INTERSECTION OF 9TH
 AC7266'STREET, THE EASTBOUND LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD
 AC7266'IN THE BOROUGH OF SHIP BOTTOM, GO SOUTHWEST ON LONG BEACH BOULEVARD
 AC7266'FOR 2.20 MI (3.54 KM) TO THE INTERSECTION WITH HARMONY STREET (58TH
 AC7266'STREET) , ON THE LEFT.  TURN LEFT AND GO SOUTHEAST ON HARMONY STREET
 AC7266'FOR 0.1 MI (0.2 KM) TO THE TEE INTERSECTION WITH OCEAN BOULEVARD.
 AC7266'TURN RIGHT AND GO SOUTHWEST ON OCEAN BOULEVARD FOR 0.05 MI (0.08 KM)
 AC7266'TO THE STATION ON THE LEFT, PROJECTING ABOUT 0.1 FT (3.0 CM) ABOVE THE
 AC7266'GROUND AT THE NORTHEAST CORNER OF THE TEE JUNCTION OF OCEAN BOULEVARD
 AC7266'AND KIMBERLY AVENUE (59TH STREET) .  THE STATION IS 16.0 FT (4.9 M)
 AC7266'SOUTHEAST FROM THE CENTERLINE OF OCEAN BOULEVARD, 2.0 FT (0.6 M)
 AC7266'SOUTHEAST FROM THE SOUTHEAST CURB OF OCEAN BOULEVARD, 21.0 FT (6.4 M)
 AC7266'NORTHEAST FROM THE CENTERLINE EXTENDED OF KIMBERLY AVENUE AND 22.2 FT
 AC7266'(6.8 M) WEST FROM THE SOUTHWEST CORNER OF HOUSE NUMBER 5815, A ONE
 AC7266'STORY FRAME DWELLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0820 ***********************************************************************
 KU0820  DESIGNATION -  KINGMILL
 KU0820  PID         -  KU0820
 KU0820  STATE/COUNTY-  NJ/MONMOUTH
 KU0820  USGS QUAD   -  SANDY HOOK (1981)
 KU0820
 KU0820                         *CURRENT SURVEY CONTROL
 KU0820  ___________________________________________________________________
 KU0820* NAD 83(1996)-  40 27 09.04294(N)    073 59 31.56714(W)     ADJUSTED  
 KU0820* NAVD 88     -         4.701  (meters)      15.42   (feet)  ADJUSTED  
 KU0820  ___________________________________________________________________
 KU0820  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 KU0820  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KU0820  DYNAMIC HT  -           4.699 (meters)      15.42  (feet)  COMP
 KU0820  MODELED GRAV-     980,199.2   (mgal)                       NAVD 88
 KU0820
 KU0820  HORZ ORDER  -  SECOND
 KU0820  VERT ORDER  -  FIRST     CLASS II
 KU0820
 KU0820.The horizontal coordinates were established by classical geodetic methods
 KU0820.and adjusted by the National Geodetic Survey in September 1999..
 KU0820
 KU0820.The orthometric height was determined by differential leveling
 KU0820.and adjusted by the National Geodetic Survey in May 2006..
 KU0820
 KU0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU0820
 KU0820.The geoid height was determined by GEOID03.
 KU0820
 KU0820.The dynamic height is computed by dividing the NAVD 88
 KU0820.geopotential number by the normal gravity value computed on the
 KU0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0820.degrees latitude (g = 980.6199 gals.).
 KU0820
 KU0820.The modeled gravity was interpolated from observed gravity values.
 KU0820
 KU0820;                    North         East     Units Scale Factor Converg.
 KU0820;SPC NJ       -   179,879.735   193,079.505   MT  0.99992284   +0 19 46.3
 KU0820;SPC NJ       -   590,155.43    633,461.68   sFT  0.99992284   +0 19 46.3
 KU0820;UTM  18      - 4,478,471.331   585,463.983   MT  0.99968991   +0 39 14.3
 KU0820
 KU0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU0820!SPC NJ       -   1.00000435  x   0.99992284  =   0.99992719
 KU0820!UTM  18      -   1.00000435  x   0.99968991  =   0.99969426
 KU0820
 KU0820:                Primary Azimuth Mark                     Grid Az
 KU0820:SPC NJ       -  BOMBPROOF USCA 1940                      134 25 34.1
 KU0820:UTM  18      -  BOMBPROOF USCA 1940                      134 06 06.1
 KU0820
 KU0820|---------------------------------------------------------------------|
 KU0820| PID    Reference Object                     Distance      Geod. Az  |
 KU0820|                                                           dddmmss.s |
 KU0820| KU2825 BOMBPROOF USCA 1940                 453.892 METERS 1344520.4 |
 KU0820| KU2854 B2 MILLS DPF                         28.866 METERS 18436     |
 KU0820| KU2855 B2 MILLS TWR CENTER                  29.373 METERS 18510     |
 KU0820| KV4938 HORSE SHOE                          APPROX. 1.0 KM 2473156.9 |
 KU0820| KU2823 SANDY HOOK PUMPHSE BLDG 82 STK      APPROX. 0.5 KM 2542758.4 |
 KU0820| KU2857 B2 KINGMAN TOWER CENTER              29.255 METERS 35133     |
 KU0820| KU2856 B2 KINGMAN DPF                       29.631 METERS 35224     |
 KU0820|---------------------------------------------------------------------|
 KU0820
 KU0820                          SUPERSEDED SURVEY CONTROL
 KU0820
 KU0820  NAD 83(1996)-  40 27 09.04287(N)    073 59 31.56691(W) AD(       ) 2
 KU0820  NAD 83(1986)-  40 27 09.04175(N)    073 59 31.56633(W) AD(       ) 2
 KU0820  NAD 27      -  40 27 08.65300(N)    073 59 33.07000(W) AD(       ) 2
 KU0820  NAVD 88 (06/15/91)    4.707  (m)           15.44   (f) UNKNOWN     1 2
 KU0820  NGVD 29 (??/??/92)    5.063  (m)           16.61   (f) ADJ UNCH    1 2
 KU0820
 KU0820.Superseded values are not recommended for survey control.
 KU0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0820.See file dsdata.txt to determine how the superseded data were derived.
 KU0820
 KU0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8546478471(NAD 83)
 KU0820_MARKER: DS = TRIANGULATION STATION DISK
 KU0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0820_STAMPING: KINGMILL 1940
 KU0820_MARK LOGO: CGS   
 KU0820_PROJECTION: PROJECTING 50 CENTIMETERS
 KU0820_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0820+STABILITY: SURFACE MOTION
 KU0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU0820+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2003
 KU0820
 KU0820  HISTORY     - Date     Condition        Report By
 KU0820  HISTORY     - 1940     MONUMENTED       CGS
 KU0820  HISTORY     - 1962     GOOD             CGS
 KU0820  HISTORY     - 1964     GOOD             NGS
 KU0820  HISTORY     - 19950622 GOOD             NJGS
 KU0820  HISTORY     - 19950626 GOOD             USPSQD
 KU0820  HISTORY     - 20030523 GOOD             NJGS
 KU0820
 KU0820                          STATION DESCRIPTION
 KU0820
 KU0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KU0820'STATION IS MARKED WITH A STANDARD U.S.C. AND G.S. DISK, SET IN THE
 KU0820'TOP OF A CONCRETE POST ABOUT 1 FT. SQUARE AT THE TOP AND PROJECTING
 KU0820'ABOUT 10 IN. ABOVE THE SURFACE OF THE GROUND.  DISK IS STAMPED
 KU0820'KINGMILL 1940.  THERE IS AN UNDERGROUND MARK BUT NO REFERENCE
 KU0820'MARKS.
 KU0820'
 KU0820'STATION IS LOCATED ON THE FORT HANCOCK MILITARY RESERVATION, ABOUT
 KU0820'30 M. W OF THE GRAVEL ROAD ALONG THE E SIDE OF THE RESERVATION.  IT
 KU0820'IS ABOUT MIDWAY BETWEEN THE B 2 TOWERS FOR BATTERIES KINGMAN AND
 KU0820'MILLS, AND ABOUT 2 M. E OF A LINE BETWEEN THE TWO TOWERS.
 KU0820'KINGMILL TO B 2 KINGMAN IS 29.262 M.  KINGMILL TO B 2 MILLS IS
 KU0820'29.380 M.  FROM THIS STATION THE FOLLOWING POINTS WERE
 KU0820'DETERMINED BY DISTANCE AND DIRECTION--
 KU0820'
 KU0820'B 2 KINGMAN TOWER CENTER
 KU0820'
 KU0820'B 2 KINGMAN (CENTER OF DPF INSTRUMENT)
 KU0820'
 KU0820'B 2 MILLS (CENTER OF DPF INSTRUMENT)
 KU0820'
 KU0820'B 2 MILLS TOWER CENTER
 KU0820
 KU0820                          STATION RECOVERY (1962)
 KU0820
 KU0820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU0820'RECOVERED IN GOOD CONDITION.  BOTH TOWERS ARE GONE AND THE
 KU0820'FOOTINGS OUT.  THE MARK IS 100 FEET WEST OF A PAVED ROAD AND 10
 KU0820'FEET SOUTH OF A DIRT ROAD.
 KU0820'
 KU0820'TO REACH THE STATION FROM BATTERY GUNNISON, FOLLOW ATLANTIC DRIVE
 KU0820'SOUTHERLY FOR 0.6 MILE TO A DIRT CROSSROAD, TURN RIGHT AND GO 100
 KU0820'FEET TO THE STATION ON THE LEFT.
 KU0820
 KU0820                          STATION RECOVERY (1964)
 KU0820
 KU0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU0820'1 MI SE FROM FORT HANCOCK.
 KU0820'0.15 MILE SOUTH ALONG MAGRUDER ROAD FROM THE LIGHTHOUSE, THENCE
 KU0820'EAST 0.85 MILE ALONG GUNNISON ROAD, (ABOUT 0.1 MILE NORTH OF
 KU0820'A CROSSROAD), 110.0 FEET WEST OF THE CENTER LINE OF GUNNISON ROAD,
 KU0820'13.5 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD, 2.8 FEET
 KU0820'EAST OF A METAL WITNESS POST, ABOUT 8 FEET ABOVE GUNNISON
 KU0820'ROAD AND IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 KU0820'18 INCHES ABOVE THE SURFACE OF THE GROUND.
 KU0820
 KU0820                          STATION RECOVERY (1995)
 KU0820
 KU0820'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KU0820'THE STATION IS LOCATED ON THE SANDY HOOK PENINSULA ON THE GROUNDS OF
 KU0820'THE FORT HANCOCK MILITARY RESERVATION, NOW A PART OF THE GATEWAY
 KU0820'NATIONAL RECREATION AREA AND ON THE WEST SIDE OF GUNNISON ROAD.  TO
 KU0820'REACH THE STATION FROM THE INTERSECTION OF GUNNISON ROAD AND MAGRUDER
 KU0820'ROAD, ABOUT 0.15 MI (0.24 KM) SOUTH FROM THE SANDY HOOK LIGHTHOUSE, GO
 KU0820'EAST, THEN SOUTH ON GUNNISON ROAD FOR 0.85 MI (1.37 KM) TO THE STATION
 KU0820'ON THE RIGHT, OPPOSITE A SPEED LIMIT 35 TRAFFIC SIGN.  THE STATION IS
 KU0820'ABOUT 1.0 M (3.3 FT) WEST FROM A METAL WITNESS POST, ABOUT 110 FT
 KU0820'(33.5 M) WEST FROM THE CENTERLINE OF GUNNISON ROAD AND ABOUT 8 FT (2.4
 KU0820'M) ABOVE THE LEVEL OF GUNNISON ROAD.  THE STATION, A STANDARD
 KU0820'TRIANGULATION STATION DISK, STAMPED KINGMILL 1940, IS SET IN THE TOP
 KU0820'OF A SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 1.5 FT (0.5 M) ABOVE
 KU0820'THE GROUND.
 KU0820
 KU0820                          STATION RECOVERY (1995)
 KU0820
 KU0820'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU0820'RECOVERED IN GOOD CONDITION.
 KU0820
 KU0820                          STATION RECOVERY (2003)
 KU0820
 KU0820'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 KU0820'THE STATION IS LOCATED IN THE GATEWAY NATIONAL RECREATION AREA, SANDY
 KU0820'HOOK.
 KU0820' 
 KU0820'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 36 (OCEAN
 KU0820'AVENUE) AND COUNTY  ROUTE 520 (RUMSON ROAD) AT THE BRIDGE OVER THE
 KU0820'SHREWSBURY RIVER IN SEA BRIGHT, GO  ABOUT 2.0 MILES NORTH ON ROUTE 36
 KU0820'TO THE JUNCTION WITH SANDY HOOK ROAD,  CONTINUE  NORTH INTO THE PARK
 KU0820'ON SANDY HOOK ROAD FOR 3.7 MILES TO THE JUNCTION WITH ATLANTIC
 KU0820'AVENUE, TURN RIGHT AND GO 0.2 MILE EAST ON ATLANTIC AVENUE TO A LEFT
 KU0820'TURN NORTH AT  GUNNISON ROAD, TURN LEFT AND GO 0.35 MILE NORTH ON
 KU0820'GUNNISON ROAD TO A METAL  WITNESS SIGN AND POST ON THE WEST SIDE OF
 KU0820'GUNNISON ROAD AND THE STATION ON THE LEFT,  ON TOP OF A SANDY AREA
 KU0820'ABOUT 33.0 M WEST OF THE CENTERLINE OF GUNNISON ROAD, ABOUT 22.0  M
 KU0820'WEST OF THE WITNESS POST ON THE ROAD AND 1.0 M NORTH OF ANOTHER
 KU0820'WITNESS POST  ADJACENT TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4062 ***********************************************************************
 KV4062  DESIGNATION -  KINGSLAND LACKAWANNA RR TANK
 KV4062  PID         -  KV4062
 KV4062  STATE/COUNTY-  NJ/BERGEN
 KV4062  USGS QUAD   -  WEEHAWKEN (1995)
 KV4062
 KV4062                         *CURRENT SURVEY CONTROL
 KV4062  ___________________________________________________________________
 KV4062* NAD 83(1996)-  40 48 05.09152(N)    074 06 58.53257(W)     ADJUSTED  
 KV4062* NAVD 88     -                                                        
 KV4062  ___________________________________________________________________
 KV4062  LAPLACE CORR-           6.37  (seconds)                    DEFLEC99
 KV4062  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KV4062
 KV4062  HORZ ORDER  -  THIRD
 KV4062
 KV4062.The horizontal coordinates were established by classical geodetic methods
 KV4062.and adjusted by the National Geodetic Survey in September 1999..
 KV4062
 KV4062
 KV4062.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4062
 KV4062.The geoid height was determined by GEOID03.
 KV4062
 KV4062;                    North         East     Units Scale Factor Converg.
 KV4062;SPC NJ       -   218,567.288   182,379.622   MT  0.99991290   +0 15 02.7
 KV4062;SPC NJ       -   717,082.84    598,357.14   sFT  0.99991290   +0 15 02.7
 KV4062;SPC NY L     -    70,492.824   290,189.274   MT  0.99999526   -0 04 33.8
 KV4062;SPC NY L     -   231,275.21    952,062.64   sFT  0.99999526   -0 04 33.8
 KV4062;UTM  18      - 4,517,088.235   574,547.033   MT  0.99966840   +0 34 39.0
 KV4062
 KV4062                          SUPERSEDED SURVEY CONTROL
 KV4062
 KV4062  NAD 83(1996)-  40 48 05.09149(N)    074 06 58.53272(W) AD(       ) 4
 KV4062  NAD 83(1996)-  40 48 05.09079(N)    074 06 58.53474(W) AD(       ) 4
 KV4062  NAD 83(1992)-  40 48 05.08968(N)    074 06 58.53540(W) AD(       ) 4
 KV4062  NAD 83(1986)-  40 48 05.09482(N)    074 06 58.53537(W) AD(       ) 4
 KV4062  NAD 27      -  40 48 04.73200(N)    074 07 00.01600(W) AD(       ) 3
 KV4062
 KV4062.Superseded values are not recommended for survey control.
 KV4062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4062.See file dsdata.txt to determine how the superseded data were derived.
 KV4062
 KV4062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7454717088(NAD 83)
 KV4062_MARKER: 53 = ELEVATED TANK
 KV4062
 KV4062  HISTORY     - Date     Condition        Report By
 KV4062  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4062
 KV4062                          STATION DESCRIPTION
 KV4062
 KV4062'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4062'THE SLENDER TANK, W OF THE HACKENSACK RIVER, IN KINGSLAND ON
 KV4062'THE E SIDE OF PAGE AVENUE, ON THE PROPERTY OF THE KINGSLAND
 KV4062'SHOPS OF THE LACKAWANNA RAILROAD, RISING FROM THE GROUND W OF
 KV4062'THE MOST WESTERLY BUILDING (A 3-STORY, RED BRICK STRUCTURE).  IT
 KV4062'IS A CONICAL-TOP, BLACK, STEEL TANK SURMOUNTING A 4-LEGGED STEEL
 KV4062'FRAMEWORK.  A DISTINGUISHING FEATURE IS THE TANKS SLENDERNESS.
 KV4062'
 KV4062'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 125 FEET
 KV4062'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4064 ***********************************************************************
 KV4064  DESIGNATION -  KINGSLAND LACKAWANNA RR CHIM
 KV4064  PID         -  KV4064
 KV4064  STATE/COUNTY-  NJ/BERGEN
 KV4064  USGS QUAD   -  WEEHAWKEN (1995)
 KV4064
 KV4064                         *CURRENT SURVEY CONTROL
 KV4064  ___________________________________________________________________
 KV4064* NAD 83(1996)-  40 48 03.92525(N)    074 06 53.10717(W)     ADJUSTED  
 KV4064* NAVD 88     -                                                        
 KV4064  ___________________________________________________________________
 KV4064  LAPLACE CORR-           6.38  (seconds)                    DEFLEC99
 KV4064  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KV4064
 KV4064  HORZ ORDER  -  THIRD
 KV4064
 KV4064.The horizontal coordinates were established by classical geodetic methods
 KV4064.and adjusted by the National Geodetic Survey in September 1999..
 KV4064
 KV4064
 KV4064.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4064
 KV4064.The geoid height was determined by GEOID03.
 KV4064
 KV4064;                    North         East     Units Scale Factor Converg.
 KV4064;SPC NJ       -   218,531.873   182,506.944   MT  0.99991300   +0 15 06.3
 KV4064;SPC NJ       -   716,966.65    598,774.87   sFT  0.99991300   +0 15 06.3
 KV4064;SPC NY L     -    70,456.681   290,316.402   MT  0.99999526   -0 04 30.2
 KV4064;SPC NY L     -   231,156.63    952,479.73   sFT  0.99999526   -0 04 30.2
 KV4064;UTM  18      - 4,517,053.555   574,674.523   MT  0.99966863   +0 34 42.5
 KV4064
 KV4064                          SUPERSEDED SURVEY CONTROL
 KV4064
 KV4064  NAD 83(1996)-  40 48 03.92521(N)    074 06 53.10730(W) AD(       ) 4
 KV4064  NAD 83(1996)-  40 48 03.92442(N)    074 06 53.10906(W) AD(       ) 4
 KV4064  NAD 83(1992)-  40 48 03.92339(N)    074 06 53.10987(W) AD(       ) 4
 KV4064  NAD 83(1986)-  40 48 03.92862(N)    074 06 53.11020(W) AD(       ) 4
 KV4064  NAD 27      -  40 48 03.56800(N)    074 06 54.59700(W) AD(       ) 3
 KV4064
 KV4064.Superseded values are not recommended for survey control.
 KV4064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4064.See file dsdata.txt to determine how the superseded data were derived.
 KV4064
 KV4064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7467517054(NAD 83)
 KV4064_MARKER: 85 = CHIMNEY
 KV4064
 KV4064  HISTORY     - Date     Condition        Report By
 KV4064  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4064
 KV4064                          STATION DESCRIPTION
 KV4064
 KV4064'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4064'THE CHIMNEY, W OF THE HACKENSACK RIVER, IN KINGSLAND E OF
 KV4064'PAGE AVENUE, IN THE KINGSLAND SHOPS OF THE LACKAWANNA RAILROAD,
 KV4064'RISING FROM THE GROUND S OF POWER HOUSE (A RED BRICK STRUCTURE VERY
 KV4064'SIMILAR TO MANY OTHERS IN THE PLANT).  THIS LARGE PLANT IS
 KV4064'ISOLATED IN A SPARSELY-SETTLED SECTION.  THE CHIMNEY IS AN ORANGE
 KV4064'BRICK CHIMNEY ENCIRCLED BY STEEL REINFORCING BANDS.
 KV4064'
 KV4064'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 175 FEET ABOVE
 KV4064'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2796 ***********************************************************************
 KU2796  DESIGNATION -  KIPP
 KU2796  PID         -  KU2796
 KU2796  STATE/COUNTY-  NJ/MONMOUTH
 KU2796  USGS QUAD   -  SANDY HOOK (1981)
 KU2796
 KU2796                         *CURRENT SURVEY CONTROL
 KU2796  ___________________________________________________________________
 KU2796* NAD 83(1996)-  40 22 50.65013(N)    073 58 34.51943(W)     ADJUSTED  
 KU2796* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU2796  ___________________________________________________________________
 KU2796  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 KU2796  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KU2796
 KU2796  HORZ ORDER  -  THIRD
 KU2796
 KU2796.The horizontal coordinates were established by classical geodetic methods
 KU2796.and adjusted by the National Geodetic Survey in September 1999..
 KU2796
 KU2796.The orthometric height was scaled from a topographic map.
 KU2796
 KU2796.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2796
 KU2796.The geoid height was determined by GEOID03.
 KU2796
 KU2796;                    North         East     Units Scale Factor Converg.
 KU2796;SPC NJ       -   171,918.157   194,470.838   MT  0.99992434   +0 20 21.6
 KU2796;SPC NJ       -   564,034.82    638,026.41   sFT  0.99992434   +0 20 21.6
 KU2796;UTM  18      - 4,470,519.600   586,900.011   MT  0.99969296   +0 39 47.8
 KU2796
 KU2796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2796!SPC NJ       -   1.00000501  x   0.99992434  =   0.99992934
 KU2796!UTM  18      -   1.00000501  x   0.99969296  =   0.99969796
 KU2796
 KU2796:                Primary Azimuth Mark                     Grid Az
 KU2796:SPC NJ       -  EPPIN                                    003 04 00.8
 KU2796:UTM  18      -  EPPIN                                    002 44 34.6
 KU2796
 KU2796|---------------------------------------------------------------------|
 KU2796| PID    Reference Object                     Distance      Geod. Az  |
 KU2796|                                                           dddmmss.s |
 KU2796| KU2804 EPPIN                               APPROX. 0.5 KM 0032422.4 |
 KU2796| CB6201 KIPP RM 1                             7.892 METERS 08448     |
 KU2796| KU2807 MC NICHOL 1934                      169.549 METERS 17108     |
 KU2796| CB6202 KIPP RM 2                            19.272 METERS 17248     |
 KU2796| KU2805 LOWER                               APPROX. 0.7 KM 3105108.3 |
 KU2796|---------------------------------------------------------------------|
 KU2796
 KU2796                          SUPERSEDED SURVEY CONTROL
 KU2796
 KU2796  NAD 83(1986)-  40 22 50.65130(N)    073 58 34.51823(W) AD(       ) 3
 KU2796  NAD 27      -  40 22 50.25900(N)    073 58 36.02800(W) AD(       ) 3
 KU2796
 KU2796.Superseded values are not recommended for survey control.
 KU2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2796.See file dsdata.txt to determine how the superseded data were derived.
 KU2796
 KU2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8690070520(NAD 83)
 KU2796_MARKER: DS = TRIANGULATION STATION DISK
 KU2796_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KU2796_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU2796
 KU2796  HISTORY     - Date     Condition        Report By
 KU2796  HISTORY     - 1934     MONUMENTED       CGS
 KU2796  HISTORY     - 1962     SEE DESCRIPTION  CGS
 KU2796  HISTORY     - 19950717 GOOD             USPSQD
 KU2796
 KU2796                          STATION DESCRIPTION
 KU2796
 KU2796'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KU2796'LOCATED ON THE E BANK OF THE SHREWSBURY RIVER 1.1 MILES S OF THE
 KU2796'HIGHLANDS BRIDGE (ROUTE 36) ON THE NW CORNER OF A BULKHEAD ABOUT
 KU2796'50 METERS N OF THE END OF NEW ATLANTIC WAY.  LOCATED 2 METERS
 KU2796'E OF THE BULKHEAD, 2 METERS S OF THE BULKHEAD ON A FILL, AND 8
 KU2796'METERS NW OF THE CORNER OF A GREEN HOUSE.
 KU2796'
 KU2796'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 KU2796'REFERENCE MARKS NO.1 AND 2 ARE STANDARD
 KU2796'BRONZE DISKS SET IN CONCRETE.
 KU2796'
 KU2796'REFERENCE MARK NO.1 IS TO THE EASTWARD ALONG THE BULKHEAD,
 KU2796'AND REFERENCE MARK NO.2 IS TO THE SOUTHWARD ALONG THE BULKHEAD.
 KU2796'
 KU2796'REACHED FROM HIGHLANDS BRIDGE (ROUTE 36) AS FOLLOWS--FOLLOW
 KU2796'OCEAN AVENUE 1.1 MILES S TO NEW ATLANTIC WAY, TURN W TO THE
 KU2796'END OF THE STREET, THE STATION IS TO THE NORTHWARD ON THE
 KU2796'EDGE OF THE BULKHEAD.
 KU2796'
 KU2796'ALL STATIONS VISIBLE FROM THE GROUND.
 KU2796
 KU2796                          STATION RECOVERY (1962)
 KU2796
 KU2796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2796'RM 1 ONLY WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION FOR
 KU2796'KIPP 2 WAS NOT AVAILABLE.  THE CONCRETE MONUMENTS FOR THE STATION
 KU2796'MARK AND RM 2 WERE RECOVERED 1 FOOT BELOW THE SURFACE OF FILL,
 KU2796'BUT THE MARKS HAD BEEN REMOVED.  SUBSURFACE MARK WAS NOT DUG FOR.
 KU2796
 KU2796                          STATION RECOVERY (1995)
 KU2796
 KU2796'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU2796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2797 ***********************************************************************
 KU2797  DESIGNATION -  KIPP 2
 KU2797  PID         -  KU2797
 KU2797  STATE/COUNTY-  NJ/MONMOUTH
 KU2797  USGS QUAD   -  SANDY HOOK (1981)
 KU2797
 KU2797                         *CURRENT SURVEY CONTROL
 KU2797  ___________________________________________________________________
 KU2797* NAD 83(1996)-  40 22 50.50386(N)    073 58 34.28564(W)     ADJUSTED  
 KU2797* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU2797  ___________________________________________________________________
 KU2797  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 KU2797  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KU2797
 KU2797  HORZ ORDER  -  THIRD
 KU2797
 KU2797.The horizontal coordinates were established by classical geodetic methods
 KU2797.and adjusted by the National Geodetic Survey in September 1999..
 KU2797.No horizontal observational check was made to the station.
 KU2797
 KU2797.The orthometric height was scaled from a topographic map.
 KU2797
 KU2797.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2797
 KU2797.The geoid height was determined by GEOID03.
 KU2797
 KU2797;                    North         East     Units Scale Factor Converg.
 KU2797;SPC NJ       -   171,913.678   194,476.379   MT  0.99992434   +0 20 21.7
 KU2797;SPC NJ       -   564,020.13    638,044.59   sFT  0.99992434   +0 20 21.7
 KU2797;UTM  18      - 4,470,515.154   586,905.576   MT  0.99969297   +0 39 48.0
 KU2797
 KU2797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2797!SPC NJ       -   1.00000501  x   0.99992434  =   0.99992934
 KU2797!UTM  18      -   1.00000501  x   0.99969297  =   0.99969797
 KU2797
 KU2797|---------------------------------------------------------------------|
 KU2797| PID    Reference Object                     Distance      Geod. Az  |
 KU2797|                                                           dddmmss.s |
 KU2797| CB6201 KIPP RM 1                             5.750 METERS 02437     |
 KU2797| CB6203 KIPP 2 RM 2                          14.883 METERS 16734     |
 KU2797| KU2780 STATION ELEVEN                      APPROX. 4.3 KM 1774617.1 |
 KU2797|---------------------------------------------------------------------|
 KU2797
 KU2797                          SUPERSEDED SURVEY CONTROL
 KU2797
 KU2797  NAD 83(1986)-  40 22 50.50504(N)    073 58 34.28444(W) AD(       ) 3
 KU2797  NAD 27      -  40 22 50.11300(N)    073 58 35.79400(W) AD(       ) 3
 KU2797
 KU2797.Superseded values are not recommended for survey control.
 KU2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2797.See file dsdata.txt to determine how the superseded data were derived.
 KU2797
 KU2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8690670515(NAD 83)
 KU2797
 KU2797  HISTORY     - Date     Condition        Report By
 KU2797  HISTORY     - 1948     MONUMENTED       CGS
 KU2797  HISTORY     - 19950717 GOOD             USPSQD
 KU2797
 KU2797                          STATION DESCRIPTION
 KU2797
 KU2797'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KU2797'STATION KIPP REACHED FROM HIGHLANDS BRIDGE (ROUTE 36) AS FOLLOWS-
 KU2797'FOLLOW OCEAN AVENUE 1.1 MILES S TO NEW ATLANTIC WAY, TURN W TO THE
 KU2797'END OF THE STREET, THE STATION IS TO THE NORTHWARD ON THE
 KU2797'EDGE OF THE BULKHEAD.
 KU2797
 KU2797                          STATION RECOVERY (1995)
 KU2797
 KU2797'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU2797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2801 ***********************************************************************
 JU2801  DESIGNATION -  KNOLL
 JU2801  PID         -  JU2801
 JU2801  STATE/COUNTY-  NJ/ATLANTIC
 JU2801  USGS QUAD   -  OCEANVILLE (1989)
 JU2801
 JU2801                         *CURRENT SURVEY CONTROL
 JU2801  ___________________________________________________________________
 JU2801* NAD 83(1996)-  39 28 34.03217(N)    074 26 19.21206(W)     ADJUSTED  
 JU2801* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 JU2801  ___________________________________________________________________
 JU2801  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 JU2801  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JU2801
 JU2801  HORZ ORDER  -  SECOND
 JU2801
 JU2801.The horizontal coordinates were established by classical geodetic methods
 JU2801.and adjusted by the National Geodetic Survey in September 1999..
 JU2801
 JU2801.The orthometric height was scaled from a topographic map.
 JU2801
 JU2801.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2801
 JU2801.The geoid height was determined by GEOID03.
 JU2801
 JU2801;                    North         East     Units Scale Factor Converg.
 JU2801;SPC NJ       -    71,355.836   155,276.479   MT  0.99990034   +0 02 20.4
 JU2801;SPC NJ       -   234,106.61    509,436.25   sFT  0.99990034   +0 02 20.4
 JU2801;UTM  18      - 4,369,764.658   548,279.259   MT  0.99962870   +0 21 24.8
 JU2801
 JU2801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2801!SPC NJ       -   1.00000459  x   0.99990034  =   0.99990493
 JU2801!UTM  18      -   1.00000459  x   0.99962870  =   0.99963329
 JU2801
 JU2801|---------------------------------------------------------------------|
 JU2801| PID    Reference Object                     Distance      Geod. Az  |
 JU2801|                                                           dddmmss.s |
 JU2801| CB2140 KNOLL RM 2                           18.811 METERS 09352     |
 JU2801| JU2780 BRIGANTINE BEACH SOUTH TANK         APPROX. 9.9 KM 1552337.1 |
 JU2801| JU2802 KNOLL 2                              73.782 METERS 18910     |
 JU2801| CB2141 KNOLL RM 3                           20.060 METERS 18938     |
 JU2801| CB2139 KNOLL RM 1                           14.920 METERS 32210     |
 JU2801|---------------------------------------------------------------------|
 JU2801
 JU2801                          SUPERSEDED SURVEY CONTROL
 JU2801
 JU2801  NAD 83(1986)-  39 28 34.02547(N)    074 26 19.20686(W) AD(       ) 2
 JU2801  NAD 27      -  39 28 33.60000(N)    074 26 20.67100(W) AD(       ) 2
 JU2801
 JU2801.Superseded values are not recommended for survey control.
 JU2801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2801.See file dsdata.txt to determine how the superseded data were derived.
 JU2801
 JU2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4827969765(NAD 83)
 JU2801_MARKER: DS = TRIANGULATION STATION DISK
 JU2801_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU2801_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU2801
 JU2801  HISTORY     - Date     Condition        Report By
 JU2801  HISTORY     - 1931     MONUMENTED       CGS
 JU2801  HISTORY     - 1935     GOOD             NJGS
 JU2801  HISTORY     - 1950     GOOD             CGS
 JU2801  HISTORY     - 1952     GOOD             CGS
 JU2801  HISTORY     - 1954     SEE DESCRIPTION  CGS
 JU2801
 JU2801                          STATION DESCRIPTION
 JU2801
 JU2801'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 JU2801'THIS STATION IS APPROXIMATELY 6 MILES N OF ATLANTIC CITY AND JUST
 JU2801'S OF LEEDS POINT.
 JU2801'
 JU2801'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2801'CONCRETE IN THE TOP OF A TILE AS DESCRIBED IN NOTES 6A AND 13A.
 JU2801'
 JU2801'CENTER IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 JU2801'(STAMPED KNOLL - 1931) SET IN THE TOP OF A 12-INCH CONCRETE FILLED
 JU2801'TILE.  THREE STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE
 JU2801'SIMILARLY SET IN 10-INCH TILES.
 JU2801'
 JU2801'TO REACH STATION GO DOWN LEEDS POINT ROAD 1.1 MILES FROM ITS
 JU2801'JUNCTURE WITH THE ATLANTIC CITY-NEW YORK CITY MAIN HIGHWAY, TO
 JU2801'THE PRIVATE LAND OF MR. WALKER ON THE S SIDE OF THE ROAD.  TURN
 JU2801'DOWN LANE 0.65 MILE TO ITS END.  THE STATION IS APPROXIMATELY
 JU2801'250 FEET TO RIGHT OF THE LANE ON THE CREST OF HIGH GROUND IN AN
 JU2801'OPEN FIELD, ON THE EDGE OF THE MARSH LAND.
 JU2801'
 JU2801'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 JU2801
 JU2801                          STATION RECOVERY (1935)
 JU2801
 JU2801'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1935
 JU2801'RECOVERED AS DESCRIBED--IN GOOD CONDITION WITH THE EXCEPTION OF
 JU2801'REFERENCE MARK NO. 2 WHICH HAS RECENTLY BEEN DISFIGURED WITH
 JU2801'HAMMER BLOWS, THE FIGURE 2 AND EACH END OF DIRECTION ARROW
 JU2801'BEING OBLITERATED.  PRIVATE LAND OF MR. WALKER SHOULD BE CHANGED
 JU2801'TO M.C. TROWBRIDGE.
 JU2801
 JU2801                          STATION RECOVERY (1950)
 JU2801
 JU2801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2801'STATION RECOVERED IN GOOD CONDITION, WITH THE EXCEPTION OF R.M. 2
 JU2801'WHICH HAS BEEN DISFIGURED AS MENTIONED IN N.J.G.S. RECOVERY
 JU2801'NOTE OF 1935.  ALL THE RECOVERY MONUMENTS WERE CHECKED WITH A STEEL
 JU2801'TAPE AND THE DISTANCES WERE FOUND TO BE CORRECT.  THE PREVIOUS
 JU2801'DESCRIPTION IS INADEQUATE DUE TO CHANGES IN TOPOGRAPHIC
 JU2801'FEATURES.  A NEW DESCRIPTION FOLLOWS--
 JU2801'
 JU2801'TO REACH STATION, GO DOWN LEEDS POINT ROAD 1.05 MILES FROM ITS
 JU2801'JUNCTION WITH U.S. HIGHWAY 9 AND STATE HIGHWAY 4 TO AN
 JU2801'IMPROVED GRAVEL ROAD.  TURN RIGHT (SE) AND GO 0.3 MILE TO ACE
 JU2801'POLE 11800 AND WOODS ROAD TO LEFT (NE).  TURN LEFT AND GO 0.4 MILE
 JU2801'ON WOODS ROAD BEARING RIGHT AT FORK TO A 90 DEG CURVE IN ROAD
 JU2801'NEAR MARSH.  STATION IS IN A WOODED AREA APPROXIMATELY 210 FEET
 JU2801'NNW OF CENTER OF CURVE.  A 4- BY 4-INCH WITNESS POST WAS SET
 JU2801'3 FEET SOUTH OF THE STATION PROJECTING 4 FEET ABOVE GROUND.
 JU2801
 JU2801                          STATION RECOVERY (1952)
 JU2801
 JU2801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 JU2801'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 JU2801'CONDITION.  REFERENCE MARKS 2 AND 3 HAVE BEEN DESTROYED BY
 JU2801'BULLDOZER OPERATIONS.  THE DISKS WERE COLLECTED BY THIS
 JU2801'PARTY.  THE DISTANCE TO REFERENCE MARK 1 WAS MEASURED WITH
 JU2801'A STEEL TAPE AND FOUND TO BE CORRECT.
 JU2801'
 JU2801'THE H.F.G. RECOVERY NOTE OF 1950 IS ADEQUATE AND CORRECT WITH
 JU2801'THE FOLLOWING EXCEPTIONS--THE WOODED AREA AT THE STATION SITE
 JU2801'HAS BEEN CLEARED, AND A PART OF THE HILL HAS BEEN REMOVED.  THE
 JU2801'STATION IS LOCATED ON THE PROPERTY OF BRIGANTINE NATIONAL
 JU2801'WILD LIFE REFUGE.
 JU2801
 JU2801                          STATION RECOVERY (1954)
 JU2801
 JU2801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JHB)
 JU2801'STATION MARK WAS RECOVERED.  REFERENCE MARK 1 WAS NOT RECOVERED
 JU2801'AND WAS APPARENTLY DESTROYED IN RECENT BULLDOZER OPERATIONS.
 JU2801'
 JU2801'AT THE REQUEST OF THE FISH AND WILD LIFE SERVICE, THE MARK WAS
 JU2801'DESTROYED, AND A NEW STATION, KNOLL 2, WAS ESTABLISHED BY A
 JU2801'TRAVERSE CONNECTION.  THE DISTANCE WAS 73.782 M. (242.07 FT.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2802 ***********************************************************************
 JU2802  DESIGNATION -  KNOLL 2
 JU2802  PID         -  JU2802
 JU2802  STATE/COUNTY-  NJ/ATLANTIC
 JU2802  USGS QUAD   -  OCEANVILLE (1989)
 JU2802
 JU2802                         *CURRENT SURVEY CONTROL
 JU2802  ___________________________________________________________________
 JU2802* NAD 83(1996)-  39 28 31.67035(N)    074 26 19.70410(W)     ADJUSTED  
 JU2802* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 JU2802  ___________________________________________________________________
 JU2802  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 JU2802  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JU2802
 JU2802  HORZ ORDER  -  SECOND
 JU2802
 JU2802.The horizontal coordinates were established by classical geodetic methods
 JU2802.and adjusted by the National Geodetic Survey in September 1999..
 JU2802
 JU2802.The orthometric height was scaled from a topographic map.
 JU2802
 JU2802.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2802
 JU2802.The geoid height was determined by GEOID03.
 JU2802
 JU2802;                    North         East     Units Scale Factor Converg.
 JU2802;SPC NJ       -    71,282.996   155,264.769   MT  0.99990034   +0 02 20.1
 JU2802;SPC NJ       -   233,867.63    509,397.83   sFT  0.99990034   +0 02 20.1
 JU2802;UTM  18      - 4,369,691.775   548,267.957   MT  0.99962868   +0 21 24.4
 JU2802
 JU2802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2802!SPC NJ       -   1.00000490  x   0.99990034  =   0.99990524
 JU2802!UTM  18      -   1.00000490  x   0.99962868  =   0.99963358
 JU2802
 JU2802|---------------------------------------------------------------------|
 JU2802| PID    Reference Object                     Distance      Geod. Az  |
 JU2802|                                                           dddmmss.s |
 JU2802| JU2801 KNOLL                                73.782 METERS 00910     |
 JU2802| CB2142 KNOLL 2 RM 4                         17.125 METERS 10733     |
 JU2802| JU2757 BRIGANTINE ELEVATED TANK            APPROX. 9.8 KM 1325327.7 |
 JU2802| JU2780 BRIGANTINE BEACH SOUTH TANK         APPROX. 9.8 KM 1550916.1 |
 JU2802| CB2143 KNOLL 2 RM 5                         18.255 METERS 20624     |
 JU2802|---------------------------------------------------------------------|
 JU2802
 JU2802                          SUPERSEDED SURVEY CONTROL
 JU2802
 JU2802  NAD 83(1986)-  39 28 31.66368(N)    074 26 19.69889(W) AD(       ) 2
 JU2802  NAD 27      -  39 28 31.23800(N)    074 26 21.16300(W) AD(       ) 2
 JU2802
 JU2802.Superseded values are not recommended for survey control.
 JU2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2802.See file dsdata.txt to determine how the superseded data were derived.
 JU2802
 JU2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4826869692(NAD 83)
 JU2802_MARKER: DS = TRIANGULATION STATION DISK
 JU2802_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU2802_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU2802
 JU2802  HISTORY     - Date     Condition        Report By
 JU2802  HISTORY     - 1954     MONUMENTED       CGS
 JU2802  HISTORY     - 1962     MARK NOT FOUND   CGS
 JU2802
 JU2802                          STATION DESCRIPTION
 JU2802
 JU2802'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JHB)
 JU2802'STATION IS LOCATED 7 MI. N OF ATLANTIC CITY, 1 MI. E OF
 JU2802'OCEANVILLE, ON THE PROPERTY OF THE BRIGANTINE NATIONAL WILD LIFE
 JU2802'REFUGE.  IT IS IN THE SE CORNER OF A CLEARED FIELD, 60 FT. N OF
 JU2802'A WOODED AREA, 50 FT. W OF A MARSH AREA, AND 5 FT. NE OF A WHITE
 JU2802'WITNESS POST.  THE MARK PROJECTS 3 IN., AND THE DISK IS STAMPED
 JU2802'KNOLL 2 1954 (NOTES 6A AND 7A).
 JU2802'
 JU2802'REFERENCE MARK 4 IS 6 FT. W OF A 6-IN. WILD CHERRY TREE, AND
 JU2802'3 FT. S OF A WITNESS POST.  THE MARK PROJECTS 3 IN., AND THE DISK
 JU2802'IS STAMPED KNOLL 2 NO 4 1954 (NOTE 13A).
 JU2802'
 JU2802'REFERENCE MARK 5 IS 4 FT. E OF A 3-IN. WILD CHERRY TREE, AND
 JU2802'2 FT. W OF A WITNESS POST.  THE MARK IS FLUSH, AND THE DISK IS
 JU2802'STAMPED KNOLL 2 NO 5 1954 (NOTE 13A).
 JU2802'
 JU2802'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30
 JU2802'AND 9 IN ABSECON, GO N ON HIGHWAY 9 FOR 4.0 MI. TO LEEDS POINT
 JU2802'ROAD, TURN RIGHT ON LEEDS POINT ROAD FOR 0.9 MI. TO AN IMPROVED
 JU2802'GRAVEL ROAD, TURN RIGHT ON THE GRAVEL ROAD AND GO 0.3 MI. TO
 JU2802'ACE POLE 11800 AND A WOODS ROAD TO THE LEFT.  TURN LEFT ON THE
 JU2802'WOODS ROAD AND BEAR RIGHT FOR 0.4 MI. TO AN OPEN FIELD AND A
 JU2802'90 DEG TURN TO THE LEFT.  STATION IS 450 FT. S OF THE POINT IN
 JU2802'THE SE CORNER OF THE OPEN FIELD AS DESCRIBED.
 JU2802
 JU2802                          STATION RECOVERY (1962)
 JU2802
 JU2802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2802'STATION IS LOST.  NOTHING COULD BE FOUND IN THIS AREA THAT IS STILL
 JU2802'BEING WORKED BY HEAVY EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5105 ***********************************************************************
 KV5105  DESIGNATION -  KONK
 KV5105  PID         -  KV5105
 KV5105  STATE/COUNTY-  NJ/MONMOUTH
 KV5105  USGS QUAD   -  KEYPORT (1977)
 KV5105
 KV5105                         *CURRENT SURVEY CONTROL
 KV5105  ___________________________________________________________________
 KV5105* NAD 83(1996)-  40 27 31.35011(N)    074 10 46.76514(W)     ADJUSTED  
 KV5105* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5105  ___________________________________________________________________
 KV5105  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 KV5105  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV5105
 KV5105  HORZ ORDER  -  THIRD
 KV5105
 KV5105.The horizontal coordinates were established by classical geodetic methods
 KV5105.and adjusted by the National Geodetic Survey in September 1999..
 KV5105
 KV5105.The orthometric height was scaled from a topographic map.
 KV5105
 KV5105.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5105
 KV5105.The geoid height was determined by GEOID03.
 KV5105
 KV5105;                    North         East     Units Scale Factor Converg.
 KV5105;SPC NJ       -   180,493.138   177,168.709   MT  0.99990908   +0 12 28.3
 KV5105;SPC NJ       -   592,167.90    581,261.01   sFT  0.99990908   +0 12 28.3
 KV5105;UTM  18      - 4,478,994.499   569,553.809   MT  0.99965955   +0 31 56.4
 KV5105
 KV5105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5105!SPC NJ       -   1.00000496  x   0.99990908  =   0.99991404
 KV5105!UTM  18      -   1.00000496  x   0.99965955  =   0.99966451
 KV5105
 KV5105|---------------------------------------------------------------------|
 KV5105| PID    Reference Object                     Distance      Geod. Az  |
 KV5105|                                                           dddmmss.s |
 KV5105| CB5232 KONK RM 1                                          08435     |
 KV5105| KV5101 KEANSBURG STANDPIPE                 APPROX. 3.6 KM 1020551.6 |
 KV5105| KV5114 WAACKAACK LIGHTHOUSE                APPROX. 4.0 KM 1134729.5 |
 KV5105| KV5093 KEYPORT STANDPIPE                   APPROX. 3.1 KM 2101036.1 |
 KV5105| CB5233 KONK RM 2                                          21747     |
 KV5105| KV5104 CLIFFWOOD WATER STORAGE TANK        APPROX. 3.7 KM 2411938.9 |
 KV5105| CB5234 KONK RM 3                                          25035     |
 KV5105| KV5095 LAURENCE HARBOR O W BRYD CHIM       APPROX. 5.9 KM 2522213.5 |
 KV5105| KV5099 LAURENCE HARBOR TANK                APPROX. 5.9 KM 2603919.6 |
 KV5105| KV5327 MORGAN POWDER PLANT WATCH TWR       APPROX. 7.6 KM 2693059.2 |
 KV5105| KV4621 MOUNT LORETTO ORPHANAGE CUP         APPROX. 6.0 KM 3262538.0 |
 KV5105| KV4620 MOUNT LORETTO ORPHANAGE CH          APPROX. 6.8 KM 3291415.6 |
 KV5105| KV4629 PRINCESS BAY BEACON 3               APPROX. 5.8 KM 3364343.0 |
 KV5105| KV4638 SEQUINE PT SS W DENT MFG CHIM       APPROX. 6.0 KM 3463810.4 |
 KV5105| KV4641 SEQUINE POINT BEACON 2              APPROX. 5.5 KM 3503933.7 |
 KV5105|---------------------------------------------------------------------|
 KV5105
 KV5105                          SUPERSEDED SURVEY CONTROL
 KV5105
 KV5105  NAD 83(1996)-  40 27 31.34991(N)    074 10 46.76465(W) AD(       ) 3
 KV5105  NAD 83(1986)-  40 27 31.35060(N)    074 10 46.76234(W) AD(       ) 3
 KV5105  NAD 27      -  40 27 30.96300(N)    074 10 48.24300(W) AD(       ) 3
 KV5105
 KV5105.Superseded values are not recommended for survey control.
 KV5105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5105.See file dsdata.txt to determine how the superseded data were derived.
 KV5105
 KV5105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6955478994(NAD 83)
 KV5105_MARKER: DS = TRIANGULATION STATION DISK
 KV5105_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV5105_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5105
 KV5105  HISTORY     - Date     Condition        Report By
 KV5105  HISTORY     - 1926     MONUMENTED       CGS
 KV5105  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 KV5105  HISTORY     - 19920819 MARK NOT FOUND   USPSQD
 KV5105
 KV5105                          STATION DESCRIPTION
 KV5105
 KV5105'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (RFS)
 KV5105'STATION IS LOCATED ON THE OUTERNMOST PART OF CONASKONK POINT,
 KV5105'KNOWN LOCALLY AS EAST POINT, WHICH LIES ABOUT 1-1/2 MILES NE
 KV5105'OF KEYPORT.  STATION WAS PLACED ON NORTHERMOST EDGE OF POINT,
 KV5105'ABOUT 10 METERS FROM HIGH WATER, ON A NARROW STRETCH OF SAND
 KV5105'BEACH WHICH IS BACKED BY A MARSH.
 KV5105'
 KV5105'STATION MARK IS STANDARD BRONZE DISK SET IN CONCRETE, IN THE
 KV5105'TOP OF A TILE.
 KV5105'
 KV5105'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 KV5105'IN CONCRETE.
 KV5105'
 KV5105'REFERENCE MARK NO.1 IS SET ON RANGE WITH STATION AND NORTHERNMOST
 KV5105'TOWER ON SANDY HOOK.
 KV5105'
 KV5105'REFERENCE MARK NO.2 IS SET ON RANGE WITH STATION AND WHITE
 KV5105'CHURCH SPIRE IN KEYPORT.
 KV5105'
 KV5105'REFERENCE MARK NO.3 IS SET ON RANGE WITH STATION AND IRON
 KV5105'WATER TANK IN CLIFFWOOD.
 KV5105
 KV5105                          STATION RECOVERY (1983)
 KV5105
 KV5105'RECOVERY NOTE BY US POWER SQUADRON 1983 (PJM)
 KV5105'MARK IS MISSING ACCORDING TO WILLIARD AND YORKANIS, INC., WHO SPENT
 KV5105'1 DAY TRYING TO FIND SAME.
 KV5105
 KV5105                          STATION RECOVERY (1992)
 KV5105
 KV5105'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5822 ***********************************************************************
 KV5822  DESIGNATION -  KRECH
 KV5822  PID         -  KV5822
 KV5822  STATE/COUNTY-  NJ/WARREN
 KV5822  USGS QUAD   -  TRANQUILITY (1971)
 KV5822
 KV5822                         *CURRENT SURVEY CONTROL
 KV5822  ___________________________________________________________________
 KV5822* NAD 83(1996)-  40 59 44.52831(N)    074 52 07.79281(W)     ADJUSTED  
 KV5822* NAVD 88     -       280.3    (meters)     920.     (feet)  GPS OBS   
 KV5822  ___________________________________________________________________
 KV5822  X           -   1,258,447.813 (meters)                     COMP
 KV5822  Y           -  -4,653,947.351 (meters)                     COMP
 KV5822  Z           -   4,162,225.266 (meters)                     COMP
 KV5822  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 KV5822  ELLIP HEIGHT-         247.38  (meters)          (10/23/02) GPS OBS
 KV5822  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KV5822
 KV5822  HORZ ORDER  -  FIRST
 KV5822  ELLP ORDER  -  FOURTH    CLASS I
 KV5822
 KV5822.The horizontal coordinates were established by classical geodetic methods
 KV5822.and adjusted by the National Geodetic Survey in May 1999..
 KV5822
 KV5822.The orthometric height was determined by GPS observations and a
 KV5822.high-resolution geoid model.
 KV5822
 KV5822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5822
 KV5822.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5822
 KV5822.The ellipsoidal height was determined by GPS observations
 KV5822.and is referenced to NAD 83.
 KV5822
 KV5822.The geoid height was determined by GEOID03.
 KV5822
 KV5822;                    North         East     Units Scale Factor Converg.
 KV5822;SPC NJ       -   240,135.857   118,969.365   MT  0.99991185   -0 14 31.0
 KV5822;SPC NJ       -   787,845.72    390,318.66   sFT  0.99991185   -0 14 31.0
 KV5822;SPC PA S     -   188,541.261   842,381.538   MT  1.00000469   +1 52 09.4
 KV5822;SPC PA S     -   618,572.45  2,763,713.43   sFT  1.00000469   +1 52 09.4
 KV5822;SPC PA N     -    96,099.294   842,374.759   MT  0.99998376   +1 54 21.6
 KV5822;SPC PA N     -   315,285.77  2,763,691.19   sFT  0.99998376   +1 54 21.6
 KV5822;UTM  18      - 4,538,288.262   511,032.203   MT  0.99960150   +0 05 09.8
 KV5822
 KV5822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5822!SPC NJ       -   0.99996120  x   0.99991185  =   0.99987305
 KV5822!SPC PA S     -   0.99996120  x   1.00000469  =   0.99996589
 KV5822!SPC PA N     -   0.99996120  x   0.99998376  =   0.99994496
 KV5822!UTM  18      -   0.99996120  x   0.99960150  =   0.99956271
 KV5822
 KV5822|---------------------------------------------------------------------|
 KV5822| PID    Reference Object                     Distance      Geod. Az  |
 KV5822|                                                           dddmmss.s |
 KV5822| CB5235 KRECH RM 2                           68.035 METERS 08420     |
 KV5822| KV5823 NEWTON PRESB CHURCH SPIRE           APPROX. 0.7 KM 0890408.9 |
 KV5822| KV5791 ANDOVER MUNICIPAL TANK              APPROX.10.3 KM 0963515.2 |
 KV5822| CB5236 KRECH RM 4                           18.146 METERS 30247     |
 KV5822|---------------------------------------------------------------------|
 KV5822
 KV5822                          SUPERSEDED SURVEY CONTROL
 KV5822
 KV5822  ELLIP H (05/14/99)  247.40   (m)                       GP(       ) 4 1
 KV5822  NAD 83(1986)-  40 59 44.52637(N)    074 52 07.79349(W) AD(       ) 1
 KV5822  NAD 27      -  40 59 44.17700(N)    074 52 09.18600(W) AD(       ) 1
 KV5822
 KV5822.Superseded values are not recommended for survey control.
 KV5822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5822.See file dsdata.txt to determine how the superseded data were derived.
 KV5822
 KV5822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1103238288(NAD 83)
 KV5822_MARKER: DS = TRIANGULATION STATION DISK
 KV5822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5822_SP_SET: CONCRETE POST
 KV5822_STAMPING: KRECH 1935 1972
 KV5822_MARK LOGO: CGS   
 KV5822_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV5822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5822+STABILITY: SURFACE MOTION
 KV5822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5822+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1990
 KV5822
 KV5822  HISTORY     - Date     Condition        Report By
 KV5822  HISTORY     - 1935     MONUMENTED       CGS
 KV5822  HISTORY     - 1935     GOOD             CGS
 KV5822  HISTORY     - 1936     GOOD             NJGS
 KV5822  HISTORY     - 1942     GOOD             CGS
 KV5822  HISTORY     - 1972     SEE DESCRIPTION  NGS
 KV5822  HISTORY     - 19900628 GOOD             NJGS
 KV5822
 KV5822                          STATION DESCRIPTION
 KV5822
 KV5822'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5822'STATION IS ON THE PROPERTY OF MRS. HARRY KRECH, ON THE TOP OF
 KV5822'A BARE ROUND HILL, APPROXIMATELY 0.3 MILE SW OF THE
 KV5822'WARREN-SUSSEX COUNTY LINE, 54 PACES NW OF A N-S WIRE FENCE
 KV5822'RUNNING ALONG THE E SHOULDER OF THE HILL, 74 PACES S OF THE SE
 KV5822'CORNER OF A SMALL OLD PUMP HOUSE NEAR THE TOP OF THE HILL.  THE
 KV5822'MARK PROJECTS 4 INCHES AND IS STAMPED KRECH 1935.
 KV5822'
 KV5822'SURFACE, UNDERGROUND, AND REFERENCE MARK NO.1 ARE STANDARD
 KV5822'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND
 KV5822'11A.
 KV5822'
 KV5822'REFERENCE MARK NO.1 IS 170.28 FEET SE OF THE STATION, AND 4
 KV5822'FEET W OF A FENCE LINE.
 KV5822'
 KV5822'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN A DRILL
 KV5822'HOLE IN THE TOP OF A BOULDER WHICH IS FLUSH WITH THE SURFACE
 KV5822'OF THE GROUND.  IT IS 223.58 FEET E OF THE STATION, 4 FEET W
 KV5822'OF A FENCE LINE.
 KV5822'
 KV5822'S.S. MONUMENT NO.2516 IS A STANDARD STATE SURVEY TRAVERSE
 KV5822'STATION, 3 PACES S OF THE S EDGE OF HIGHWAY 8, 25 PACES W OF THE
 KV5822'CENTER OF 2-FIELD ROADS STARTING AT A COMMON POINT AND
 KV5822'RUNNING S FROM THE HIGHWAY.  THIS MARK IS TO BE USED FOR AN
 KV5822'AZIMUTH.
 KV5822'
 KV5822'S.S. MONUMENT NO.2436 IS A STANDARD STATE SURVEY MONUMENT.  IT
 KV5822'IS AT YELLOW FRAME CHURCH AND CEMETERY, 7 PACES E OF THE
 KV5822'CENTER LINE OF HIGHWAY 8, 2 PACES N OF THE SUSSEX-WARREN
 KV5822'COUNTY LINE SIGN POST LOCATED ON THE E SIDE OF HIGHWAY 8, AND
 KV5822'4 PACES S OF THE CENTER OF THE E HEADWALL OF A CULVERT.
 KV5822'
 KV5822'S.S. MONUMENT NO.2435 IS A STANDARD STATE SURVEY TRAVERSE
 KV5822'MONUMENT, AND IS LOCATED 7 PACES W OF THE CENTER LINE OF
 KV5822'HIGHWAY 8, 57 PACES N OF THE BEGINNING OF THE CURBING ON THE
 KV5822'W SIDE OF THE HIGHWAY AND 4 PACES NW OF A FENCE CORNER AND 0.3
 KV5822'MILE N OF MONUMENT NO.2436.
 KV5822'
 KV5822'TO REACH THE STATION FROM JOHNSONBURG AT THE JOHNSONBURG INN,
 KV5822'GO EASTERLY ON A MACADAM ROAD FOR 0.3 MILE TO A Y, BEAR LEFT
 KV5822'ON THE ROAD TO NEWTON AND GO 0.3 MILE TO A RAILROAD UNDERPASS
 KV5822'BENEATH A VERY HIGH FILL, CONTINUE FOR 1.1 MILES TO A
 KV5822'T-INTERSECTION WITH A CONCRETE ROAD (HIGHWAY 8), TURN RIGHT (N)
 KV5822'AND GO 0.95 MILE TO A DIRT CROSS ROAD AT A CEMETERY AND A
 KV5822'YELLOW FRAME CHURCH ON THE RIGHT (NOTE--THIS IS THE POSITION OF
 KV5822'S.S. MONUMENT NO.2436) TURN LEFT ON DIRT ROAD GOING DOWN STEEP
 KV5822'GRADE AND GO 0.4 MILE TO THE END OF THE ROAD AT FARM
 KV5822'BUILDINGS AND FIELD T-ROAD, TURN LEFT AROUND A CONCRETE BARN
 KV5822'DRIVING UPHILL ON A DIM FARM ROAD AND BEARING LEFT AROUND
 KV5822'A LITTLE OLD PUMP HOUSE AND TO THE STATION ON THE TOP OF
 KV5822'THE HILL.
 KV5822
 KV5822                          STATION RECOVERY (1935)
 KV5822
 KV5822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 KV5822'RECOVERED IN GOOD CONDITION.
 KV5822
 KV5822                          STATION RECOVERY (1936)
 KV5822
 KV5822'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 KV5822'RECOVERED IN GOOD CONDITION FROM ORIGINAL DESCRIPTION.
 KV5822'
 KV5822'REFERENCE MARK NO.1 IS 175.24 FEET SE OF THE STATION AND 4
 KV5822'FEET W OF A FENCE LINE.
 KV5822'
 KV5822'REFERENCE MARK NO.2 IS 223.13 FEET E OF STATION AND 4 FEET
 KV5822'W OF A FENCE LINE.
 KV5822'
 KV5822'AN ADDITIONAL REFERENCE MARK NO.3 WAS SET 293.04 FEET W OF
 KV5822'THE STATION.  IT IS A STANDARD N.J.G.C.S. BRONZE DISK, SET IN
 KV5822'THE TOP OF A ROCK OUTCROP 1 FOOT ABOVE THE SURFACE OF THE
 KV5822'GROUND.
 KV5822'
 KV5822'AZIMUTH MARK IS N.J.G.C.S. MONUMENT 2516 ON THE S SIDE OF
 KV5822'STATE HIGHWAY 8, ABOUT 1.1 MILES SW OF THE COUNTY LINE AT
 KV5822'YELLOW FRAME AND 0.25 MILE W OF THE INTERSECTION OF ROAD TO
 KV5822'JOHNSONBURG.
 KV5822
 KV5822                          STATION RECOVERY (1942)
 KV5822
 KV5822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV5822'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION WITH THE
 KV5822'FOLLOWING EXCEPTIONS.  REFERENCE MARK NO.1 HAD BEEN DESTROYED
 KV5822'BY FARMING OPERATIONS, STATE SURVEY MONUMENT NO.2516 DESIGNATED
 KV5822'BY PREVIOUS OBSERVING PARTIES AS THE AZIMUTH MARK WAS NOT
 KV5822'RECOVERED, PROBABLY COVERED OR DESTROYED BY HIGHWAY
 KV5822'CONSTRUCTION.  STATE SURVEY MONUMENTS NO.2435 AND 2436 WILL
 KV5822'SERVE AS AZIMUTH MARKS.  A 25-FOOT TOWER WOULD BE NESSARY TO
 KV5822'SEE REFERENCE MARK NO.3, THIS MARK WAS RECOVERED BUT NOT
 KV5822'CHECKED EITHER BY DISTANCE OR DIRECTION DUE TO THE DIFFERENCE
 KV5822'IN ELEVATION.  BECAUSE OF FARMING OPERATIONS AND THE
 KV5822'SLOPE OF THE HILLSIDE, IT WAS IMPOSSIBLE TO ESTABLISH AN
 KV5822'ADDITIONAL REFERENCE MARK.  DISTANCES AND DIRECTION SHOWN TO
 KV5822'REFERENCE MARK NO.3 ARE BY THE NEW JERSEY GEODETIC SURVEY
 KV5822'TAKEN IN 1935.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 KV5822'
 KV5822'THE STATION IS ON A LOW CULTIVATED HILL ABOUT 1.9 MILES NE
 KV5822'OF JOHNSONBURG ON LAND OWNED BY MRS. HARRY KRECH.  IT IS
 KV5822'ABOUT 200 FEET SE OF A PUMP HOUSE AND ABOUT 150 FEET W OF A
 KV5822'STONE FENCE LINE.  IT PROJECTS ABOUT 4 INCHES AND IS STAMPED
 KV5822'KRECH 1935.
 KV5822'
 KV5822'REFERENCE MARK NO.2 IS E OF THE STATION IN THE W EDGE OF A
 KV5822'STONE FENCE LINE.  IT PROJECTS 4 INCHES AND IS STAMPED KRECH
 KV5822'1935.
 KV5822'
 KV5822'STATE SURVEY MONUMENT NO.2435 IS NE OF THE STATION.  IT IS
 KV5822'A STANDARD STATE SURVEY TRAVERSE MONUMENT SET IN A 10-INCH
 KV5822'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  IT IS 0.3
 KV5822'MILE N OF THE COUNTY LINE INTERSECTION, 5.2 FEET W OF THE INSIDE
 KV5822'OF THE CURBING ALONG THE W SIDE OF STATE HIGHWAY 8 AND ABOUT
 KV5822'170 FEET N OF THE BEGINNING OF THE CURB ON THE W SIDE OF THE
 KV5822'HIGHWAY, THE DISK IS STAMPED NO.2435.
 KV5822'
 KV5822'STATE SURVEY MONUMENT NO.2436 IS A STANDARD STATE SURVEY TRAVERSE
 KV5822'DISK SET IN A 10-INCH CYLINDRICAL CONCRETE POST, FLUSH WITH THE
 KV5822'GROUND AND STAMPED NO.2436.  IT IS AT THE YELLOW FRAME
 KV5822'CHURCH AND CEMETERY, 21 FEET E OF THE CENTER OF STATE HIGHWAY 8,
 KV5822'6 FEET N OF THE WARREN-SUSSEX COUNTY LINE SIGN POST AND 12
 KV5822'FEET S OF THE E HEAD WALL OF A CULVERT.
 KV5822'
 KV5822'TO REACH THE STATION FROM NEWTON GO WESTWARD ON STATE HIGHWAY 8
 KV5822'FOR 7.4 MILES TO WARREN-SUSSEX COUNTY LINE AT THE YELLOW FRAME
 KV5822'PRESBYTERIAN CHURCH AND CROSSROADS.  HERE TURN RIGHT AND GO 0.4
 KV5822'MILE TO THE KRECH RESIDENCE ON THE LEFT.  PASS AROUND STUCCO
 KV5822'BARN TO THE W SIDE OF THE BARN THENCE S ABOUT 0.1 MILE TO THE
 KV5822'PUMP HOUSE AND THE END OF TRUCK TRAVEL.
 KV5822'
 KV5822'A 4-FOOT STAND WILL SEE AN 87-FOOT LIGHT AT ISLEE.
 KV5822'
 KV5822'A 4-FOOT STAND WILL SEE A 12-FOOT LIGHT AT SMITHS HILL 2
 KV5822'(U.S.G.S. 1936).
 KV5822'
 KV5822'A 4-FOOT STAND WILL SEE A 10-FOOT LIGHT AT CULVERS GAP 1881.
 KV5822'
 KV5822'A 4-FOOT STAND WILL SEE A 60-FOOT LIGHT AT STUYVESANT 1935.
 KV5822'
 KV5822'A 4-FOOT STAND WILL SEE AN 87-FOOT LIGHT AT GIBBS.
 KV5822'
 KV5822'A 4-FOOT STAND WILL SEE A 74-FOOT LIGHT AT STEVENS.
 KV5822'
 KV5822'A 4-FOOT STAND WILL SEE AN 87-FOOT LIGHT AT THOMPSON.
 KV5822
 KV5822                          STATION RECOVERY (1972)
 KV5822
 KV5822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KV5822'THE STATION SURFACE DISK HAS BEEN DESTROYED, THE SUB-SURFACE
 KV5822'DISK WAS RECOVERED AND FOUND IN GOOD CONDITION.  STATE SURVEY
 KV5822'MONUMENTS NUMBER 2435 AND 2436 WERE RECOVERED AND FOUND IN GOOD
 KV5822'CONDITION.  REFERENCE MARK 2 WAS RECOVERED AND FOUND IN GOOD
 KV5822'CONDITION.  REFERENCE MARK 3 WAS NOT FOUND AT THIS DATE HOWEVER
 KV5822'IT IS BELIEVED IT IS STILL IN GOOD CONDITION.  THERE WAS SNOW ON
 KV5822'THE GROUND AND IT WAS VERY DIFFICULT TO LOCATE MARKS IN THE
 KV5822'SNOW.  THE DISTANCES AND DIRECTION TO ALL OF THE MARKS WERE
 KV5822'WITHIN CLOSE AGREEMENT WITH THE 1942 OBSERVATIONS.  A
 KV5822'DIFFERENCE OF 10 SECONDS IN DIRECTION WAS NOTED TO THE
 KV5822'YELLOW FRAME SPIRE 1935.
 KV5822'
 KV5822'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 KV5822'
 KV5822'THE STATION IS LOCATED ON A LOW CULTIVATED HILL ABOUT 3 MILES
 KV5822'NORTHEAST OF BLAIRSTOWN.  IT IS JUST SOUTHEAST OF A NEWLY
 KV5822'CONSTRUCTED VORTAC AND THE PROPERTY IS OWNED BY MR. CHARLES
 KV5822'MULLER AND HIS RESIDENCE IS MENTIONED LATER IN THIS DESCRIPTION.
 KV5822'
 KV5822'TO REACH THE STATION FROM THE POST OFFICE IN JOHNSONBURG, GO
 KV5822'NORTHEAST ON COUNTY ROAD 519 FOR 0.3 MILE TO A FORK.  KEEP LEFT
 KV5822'AND GO NORTHWEST ON A PAVED ROAD FOR 0.3 MILE TO A VERY HIGH
 KV5822'RAILROAD OVERPASS.  CONTINUE NORTHWEST ON THE PAVED ROAD FOR
 KV5822'1.1 MILES TO STATE HIGHWAY 94.  TURN RIGHT AND GO NORTHEAST ON
 KV5822'STATE HIGHWAY 94 FOR 0.95 MILE TO A CROSSROAD AND
 KV5822'S.S. MON. NO. 24336 ON THE RIGHT.  TURN LEFT AND GO NORTHWEST
 KV5822'ON A BLADED ROAD FOR 0.2 MILE TO A CROSSROADS.  TURN LEFT AND
 KV5822'GO SOUTHWEST AND WEST ON A BLADED ROAD FOR 0.15 MILE TO
 KV5822'MR. CHARLES MULLER RESIDENCE.  PASS TO THE WEST OF A LARGE
 KV5822'BARN AND GO SOUTH ON A NARROW PAVED ROAD FOR 0.2 MILE TO THE
 KV5822'STATION JUST SOUTHEAST OF THE VORTAC.
 KV5822'
 KV5822'THE STATION MARK IS A STANDARD DISK STAMPED KRECH 1935 1972,
 KV5822'SET IN THE TOP OF A IRREGULAR MASS OF CONCRETE 10 INCHES BELOW
 KV5822'THE SURFACE.  IT IS 224 FEET SOUTHWEST OF A WITNESS POST, 51
 KV5822'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE VORTAC BUILDING,
 KV5822'18 FEET SOUTHEAST OF A ANTENNA POLE AND 12 FEET EAST OF A WHITE
 KV5822'WOODEN FENCE CORNER.
 KV5822'
 KV5822'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 KV5822'OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE.  IT IS SET
 KV5822'IN A WOODED FENCE LINE 3 FEET SOUTH OF THE WITNESS POST.
 KV5822'
 KV5822'REFERENCE MARK 4 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KV5822'IN THE EAST FOUNDATION OF A POWER GENERATOR BUILDING FOR THE
 KV5822'VORTAC.  IT IS 12.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 KV5822'VORTAC BUILDING AND 0.5 FOOT EAST OF THE EAST EDGE OF A METAL
 KV5822'BUILDING.
 KV5822'
 KV5822'S.S. MON. NO. 2435 1935 IS A COAST AND GEODETIC SURVEY STATE SURVEY
 KV5822'DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 2 INCHES
 KV5822'BELOW THE SURFACE.  IT IS STAMPED NO 2435 AND IT IS 170 FEET
 KV5822'NORTHEAST OF THE SOUTHWEST BEGINNING OF A CURB, 18 FEET EAST OF
 KV5822'A OLD STONE WELL AND 5 FEET WEST OF A CURB.  THIS STATION MAY
 KV5822'BE USED AS AN AZIMUTH MARK FOR THIS TRIANGULATION STATION.
 KV5822'
 KV5822'S.S. MON. NO. 2436 IS A COAST AND GEODETIC SURVEY STATE SURVEY DISK
 KV5822'SET IN THE TOP OF A10-INCH CONCRETE MONUMENT WHICH IS 2 INCHES
 KV5822'BELOW THE SURFACE AND IT IS STAMPED NO 2436.  IT IS 36 FEET
 KV5822'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 94, 40 FEET
 KV5822'SOUTHWEST OF THE CENTER OF YELLOW FRAME ROAD, 6 FEET NORTH OF A
 KV5822'SIGN MARKING THE SUSSEX-WARREN COUNTY LINE AND 3 FEET SOUTH OF
 KV5822'A SIGN YELLOW FRAME R. .  THIS STATION MAY ALSO BE USED AS AN
 KV5822'AZIMUTH MARK.
 KV5822'
 KV5822'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5822'3 MILES NORTHEAST OF BLAIRSTOWN.
 KV5822
 KV5822                          STATION RECOVERY (1990)
 KV5822
 KV5822'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5822'THE STATION IS LOCATED IN THE TOWNSHIP OF FRELINGHUYSEN, THE STATION
 KV5822'AND REFERENCE MARK NUMBER 4 WERE RECOVERED AT THIS TIME. THE STATION
 KV5822'IS LOCATED IN A HAY FIELD SOUTHEAST OF A VORTAC BUILDING ON PROPERTY
 KV5822'BELONGING TO MR. CHARLES MULLER, RD 2, BOX 630, MULLER ROAD, NEWTON
 KV5822'N.J. 07860  PHONE 201 383 3926.  TO REACH THE STATION FROM THE POST
 KV5822'OFFICE IN JOHNSONBURG, GO NORTHEAST ON COUNTY ROAD 661 FOR 0.3 MI
 KV5822'(0.5 KM) TO A JUNCTION WITH COUNTY ROAD 519.  TURN LEFT ON COUNTY
 KV5822'ROAD 661, COUNTY ROAD 519 IS AHEAD, AND GO NORTHWEST FOR 1.4 MI
 KV5822'(2.3 KM) TO N.J. ROUTE 94.  TURN RIGHT AND GO NORTHEAST ON N.J. ROUTE
 KV5822'94 FOR 0.95 MI (1.53 KM) TO MULLER ROAD ON THE LEFT.  TURN LEFT AND
 KV5822'GO NORTHWEST FOR 0.2 MI (0.3 KM) TO A CROSSROADS.  TURN LEFT AND GO
 KV5822'SOUTHWEST AND WEST ON A PAVED ROAD FOR 0.15 MI (0.24 KM) TO THE
 KV5822'MULLER RESIDENCE.  PASS TO THE WEST OF A LARGE BARN AND GO SOUTH ON A
 KV5822'NARROW PAVED ROAD, GOING UPHILL FOR 0.2 MI (0.3 KM) TO THE STATION,
 KV5822'JUST SOUTHEAST OF THE VORTAC BUILDING.  THE STATION IS 15.5 M
 KV5822'(50.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE VORTAC BUILDING,
 KV5822'5.57 M (18.27 FT) SOUTHEAST OF AN ANTENNA POLE AND 18.15 M
 KV5822'(59.55 FT) SOUTHEAST OF REFERENCE MARK NUMBER 4.  THE STATION IS A
 KV5822'STANDARD DISK, STAMPED KRECH 1935 1972, SET IN THE TOP OF AN
 KV5822'IRREGULAR MASS OF CONCRETE, 0.25 M (0.82 FT) BELOW THE SURFACE OF THE
 KV5822'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7135 ***********************************************************************
 KV7135  DESIGNATION -  KRECH RESET
 KV7135  PID         -  KV7135
 KV7135  STATE/COUNTY-  NJ/WARREN
 KV7135  USGS QUAD   -  TRANQUILITY (1971)
 KV7135
 KV7135                         *CURRENT SURVEY CONTROL
 KV7135  ___________________________________________________________________
 KV7135* NAD 83(1996)-  40 59 44.52788(N)    074 52 07.79313(W)     ADJUSTED  
 KV7135* NAVD 88     -       280.3    (meters)     920.     (feet)  GPS OBS   
 KV7135  ___________________________________________________________________
 KV7135  X           -   1,258,447.812 (meters)                     COMP
 KV7135  Y           -  -4,653,947.376 (meters)                     COMP
 KV7135  Z           -   4,162,225.270 (meters)                     COMP
 KV7135  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 KV7135  ELLIP HEIGHT-         247.40  (meters)          (10/23/02) GPS OBS
 KV7135  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KV7135
 KV7135  HORZ ORDER  -  FIRST
 KV7135  ELLP ORDER  -  FOURTH    CLASS I
 KV7135
 KV7135.The horizontal coordinates were established by GPS observations
 KV7135.and adjusted by the National Geodetic Survey in May 1999..
 KV7135
 KV7135.The orthometric height was determined by GPS observations and a
 KV7135.high-resolution geoid model.
 KV7135
 KV7135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7135
 KV7135.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7135
 KV7135.The ellipsoidal height was determined by GPS observations
 KV7135.and is referenced to NAD 83.
 KV7135
 KV7135.The geoid height was determined by GEOID03.
 KV7135
 KV7135;                    North         East     Units Scale Factor Converg.
 KV7135;SPC NJ       -   240,135.844   118,969.357   MT  0.99991185   -0 14 31.0
 KV7135;SPC NJ       -   787,845.68    390,318.63   sFT  0.99991185   -0 14 31.0
 KV7135;UTM  18      - 4,538,288.248   511,032.196   MT  0.99960150   +0 05 09.8
 KV7135
 KV7135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7135!SPC NJ       -   0.99996119  x   0.99991185  =   0.99987305
 KV7135!UTM  18      -   0.99996119  x   0.99960150  =   0.99956271
 KV7135
 KV7135                          SUPERSEDED SURVEY CONTROL
 KV7135
 KV7135  NAD 83(1986)-  40 59 44.52724(N)    074 52 07.79396(W) AD(       ) 1
 KV7135
 KV7135.Superseded values are not recommended for survey control.
 KV7135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7135.See file dsdata.txt to determine how the superseded data were derived.
 KV7135
 KV7135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1103238288(NAD 83)
 KV7135_MARKER: DH = HORIZONTAL CONTROL DISK
 KV7135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7135_SP_SET: CONCRETE POST
 KV7135_STAMPING: KRECH 1935 1972
 KV7135_MARK LOGO: CGS   
 KV7135_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV7135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7135+STABILITY: SURFACE MOTION
 KV7135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7135+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 KV7135
 KV7135  HISTORY     - Date     Condition        Report By
 KV7135  HISTORY     - 1935     MONUMENTED       CGS
 KV7135  HISTORY     - 19931004 GOOD             NJGS
 KV7135  HISTORY     - 20060221 GOOD             AASCO
 KV7135
 KV7135                          STATION DESCRIPTION
 KV7135
 KV7135'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV7135'THE STATION IS LOCATED IN THE TOWNSHIP OF FRELINGHUYSEN IN A HAY FIELD
 KV7135'SOUTHEAST OF A VORTAC BUILDING ON PROPERTY BELONGING TO MR. CHARLES
 KV7135'MULLER, RD 2 BOX 630, MULLER ROAD, NEWTON NEW JERSEY 07860  PHONE 201
 KV7135'383 3926.  TO REACH THE STATION FROM THE POST OFFICE IN JOHNSONBURG,
 KV7135'GO NORTHEAST ON COUNTY ROAD 661 FOR 0.3 MI (0.5 KM) TO A JUNCTION
 KV7135'WITH COUNTY ROAD 519.  TURN LEFT ON COUNTY ROAD 661, COUNTY ROAD 519
 KV7135'IS AHEAD, AND GO NORTHWEST FOR 1.4 MI (2.3 KM) TO STATE HIGHWAY 94.
 KV7135'TURN RIGHT AND GO NORTHEAST ON STATE HIGHWAY 94 FOR 0.95 MI
 KV7135'(1.53 KM) TO THE CROSSROADS INTERSECTION WITH MULLER ROAD ON THE LEFT
 KV7135'AND YELLOW FRAME ROAD ON THE RIGHT AT THE SUSSEX AND WARREN COUNTY
 KV7135'LINE.  TURN LEFT AND GO NORTHWEST ON MULLER ROAD FOR 0.2 MI (0.3 KM)
 KV7135'TO A CROSSROADS.  TURN LEFT AND GO SOUTHWEST AND WEST ON A PAVED ROAD
 KV7135'FOR 0.15 MI (0.24 KM) TO THE MULLER RESIDENCE ON THE RIGHT.  TURN
 KV7135'LEFT, PASS TO THE WEST OF A LARGE BARN AND GO SOUTH ON A NARROW PAVED
 KV7135'ROAD, GOING UPHILL FOR 0.2 MI (0.3 KM) TO THE VORTAC BUILDING AND THE
 KV7135'STATION, JUST SOUTHEAST OF THE VORTAC BUILDING.  THE STATION IS 15.5
 KV7135'M (50.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE VORTAC BUILDING,
 KV7135'5.57 M (18.27 FT) SOUTHEAST OF AN ANTENNA POLE  AND 18.146 M
 KV7135'(59.534 FT) SOUTHEAST OF REFERENCE MARK NUMBER 4.  THE STATION, A
 KV7135'STANDARD HORIZONTAL STATION DISK, STAMPED KRECH 1935 1972, IS SET IN
 KV7135'THE TOP OF A CONCRETE MONUMENT, 0.25 M (0.82 FT) BELOW THE SURFACE OF
 KV7135'THE GROUND.
 KV7135
 KV7135                          STATION RECOVERY (2006)
 KV7135
 KV7135'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV7135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9217 ***********************************************************************
 AA9217  SACS        -  This is a Secondary Airport Control Station.
 AA9217  DESIGNATION -  KTTN AP STA B
 AA9217  PID         -  AA9217
 AA9217  STATE/COUNTY-  NJ/MERCER
 AA9217  USGS QUAD   -  PENNINGTON (1995)
 AA9217
 AA9217                         *CURRENT SURVEY CONTROL
 AA9217  ___________________________________________________________________
 AA9217* NAD 83(1992)-  40 16 51.02939(N)    074 48 20.45628(W)     ADJUSTED  
 AA9217* NAVD 88     -        57.92   (meters)     190.0    (feet)  GPS OBS   
 AA9217  ___________________________________________________________________
 AA9217  X           -   1,277,082.728 (meters)                     COMP
 AA9217  Y           -  -4,702,288.421 (meters)                     COMP
 AA9217  Z           -   4,101,840.418 (meters)                     COMP
 AA9217  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 AA9217  ELLIP HEIGHT-          24.47  (meters)          (09/23/02) GPS OBS
 AA9217  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 AA9217
 AA9217  HORZ ORDER  -  FIRST
 AA9217  ELLP ORDER  -  FOURTH    CLASS II
 AA9217
 AA9217.This mark is at Mercer County Airport (TTN)
 AA9217
 AA9217.The horizontal coordinates were established by GPS observations
 AA9217.and adjusted by the National Geodetic Survey in April 1998..
 AA9217
 AA9217.The orthometric height was determined by GPS observations and a
 AA9217.high-resolution geoid model.
 AA9217
 AA9217.GPS derived orthometric heights for airport stations designated as
 AA9217.PACS or SACS are published to 2 decimal places.  This maintains
 AA9217.centimeter relative accuracy between the PACS and SACS.  It does
 AA9217.not indicate centimeter accuracy relative to other marks which are
 AA9217.part of the NAVD 88 network.
 AA9217
 AA9217.Photographs are available for this station.
 AA9217
 AA9217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9217
 AA9217.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9217
 AA9217.The ellipsoidal height was determined by GPS observations
 AA9217.and is referenced to NAD 83.
 AA9217
 AA9217.The geoid height was determined by GEOID03.
 AA9217
 AA9217;                    North         East     Units Scale Factor Converg.
 AA9217;SPC NJ       -   160,740.011   124,006.442   MT  0.99990831   -0 11 51.5
 AA9217;SPC NJ       -   527,361.19    406,844.47   sFT  0.99990831   -0 11 51.5
 AA9217;UTM  18      - 4,458,946.746   516,518.754   MT  0.99960336   +0 07 32.3
 AA9217
 AA9217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9217!SPC NJ       -   0.99999616  x   0.99990831  =   0.99990447
 AA9217!UTM  18      -   0.99999616  x   0.99960336  =   0.99959952
 AA9217
 AA9217                          SUPERSEDED SURVEY CONTROL
 AA9217
 AA9217  ELLIP H (04/02/98)   24.53   (m)                       GP(       ) 4 2
 AA9217  NAD 83(1992)-  40 16 51.02800(N)    074 48 20.45532(W) AD(       ) 1
 AA9217  ELLIP H (12/16/96)   24.43   (m)                       GP(       ) 2 1
 AA9217  NAD 83(1993)-  40 16 51.02935(N)    074 48 20.45625(W) AD(       ) 1
 AA9217  ELLIP H (11/30/95)   24.53   (m)                       GP(       ) 4 2
 AA9217
 AA9217.Superseded values are not recommended for survey control.
 AA9217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9217.See file dsdata.txt to determine how the superseded data were derived.
 AA9217
 AA9217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1651958947(NAD 83)
 AA9217_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9217_STAMPING: AP 1963 STA B
 AA9217_MARK LOGO: CGS   
 AA9217_PROJECTION: FLUSH
 AA9217_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9217+STABILITY: SURFACE MOTION
 AA9217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9217+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2004
 AA9217
 AA9217  HISTORY     - Date     Condition        Report By
 AA9217  HISTORY     - 1963     MONUMENTED       CGS
 AA9217  HISTORY     - 19900415 GOOD             NGS
 AA9217  HISTORY     - 19940826 GOOD             NGS
 AA9217  HISTORY     - 19960322 GOOD             NJGS
 AA9217  HISTORY     - 19961108 GOOD             NGS
 AA9217  HISTORY     - 20041018 GOOD             NGS
 AA9217
 AA9217                          STATION DESCRIPTION
 AA9217
 AA9217'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JMC)
 AA9217'THE STATION IS LOCATED ON THE MERCER COUNTY AIRPORT AT THE NORTHEAST
 AA9217'END OF RUNWAY 6-24.  THE STATION IS ADJACENT TO RUNWAY END 24, 125 FT
 AA9217'(38.1 M) SOUTHEAST OF THE CENTER-LINE END, 50 FT (15.2 M) SOUTHEAST OF
 AA9217'RUNWAY EDGE AND 53.7 FT (16.4 M) SOUTH-SOUTHEAST OF THE MOST SOUTHERLY
 AA9217'THRESHOLD LIGHT.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED
 AA9217'AP 1963 STA B SET IN A CONCRETE MONUMENT 0.3 FT (9.1 CM) BELOW THE
 AA9217'GROUND SURFACE.
 AA9217
 AA9217                          STATION RECOVERY (1990)
 AA9217
 AA9217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (ARB)
 AA9217'RECOVERED AS DESCRIBED.
 AA9217
 AA9217                          STATION RECOVERY (1994)
 AA9217
 AA9217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9217'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHWEST OF TRENTON, AT
 AA9217'THE MERCER COUNTY AIRPORT, AT THE NORTHEAST END OF RUNWAY 6-24.
 AA9217'OWNERSHIP--COUNTY OF MERCER.  CONTACT AIRPORT MANAGER, JOESEPH D.
 AA9217'MCKELVEY, SCOTCH ROAD, WEST TRENTON, NEW JERSEY 08628.  PHONE
 AA9217'609-882-1600.
 AA9217' 
 AA9217'TO REACH THIS STATION FROM THE AIRPORT TERMINAL BUILDING, ENTER GATE
 AA9217'LOCATED 60.9 M (199.8 FT) SOUTH OF THE TERMINAL BUILDING, PROCEED
 AA9217'STRAIGHT, EAST FOR 0.05 MI (0.08 KM) TO TAXIWAY A, TURN LEFT NORTH
 AA9217'NORTHEAST ON TAXIWAY A AND GO 0.45 MI, (0.72 KM) CROSSING RUNWAY 16-34
 AA9217'TO TAXIWAY H, TURN RIGHT, EAST ON TAXIWAY H AND GO 0.35 MI (0.56 KM)
 AA9217'TO TAXIWAY B, TURN LEFT, NORTHEAST ON TAXIWAY B AN GO 0.25 MI (0.40
 AA9217'KM) TO RUNWAY END 24, CROSS RUNWAY END 24 TO STATION.
 AA9217' 
 AA9217'LOCATED 125.0 FT (38.1 M) SOUTHEAST OF THE CENTERLINE END, 50.0 FT
 AA9217'(15.2 M) SOUTHEAST OF RUNWAY EDGE AND 53.7 FT (16.4 M) SOUTHEAST OF
 AA9217'THE MOST SOUTHERLY THRESHOLD LIGHT, 34.0 FT (10.4 M) SOUTHWEST OF A
 AA9217'REIL, AND 27.4 FT (8.4 M) SOUTHWEST OF AN ELECTRICAL BOX.  THE STATION
 AA9217'IS 0.8 FT (24.4 CM) BELOW GROUND SURFACE.
 AA9217' 
 AA9217'DESCRIBED BY KRN.
 AA9217
 AA9217                          STATION RECOVERY (1996)
 AA9217
 AA9217'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 AA9217'RECOVERED AS DESCRIBED.
 AA9217
 AA9217                          STATION RECOVERY (1996)
 AA9217
 AA9217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9217'RECOVERED AS DESCRIBED.
 AA9217
 AA9217                          STATION RECOVERY (2004)
 AA9217
 AA9217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DRM)
 AA9217'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0668 ***********************************************************************
 JU0668  DESIGNATION -  L 10
 JU0668  PID         -  JU0668
 JU0668  STATE/COUNTY-  NJ/GLOUCESTER
 JU0668  USGS QUAD   -  WOODBURY (1995)
 JU0668
 JU0668                         *CURRENT SURVEY CONTROL
 JU0668  ___________________________________________________________________
 JU0668* NAD 83(1996)-  39 50 04.11810(N)    075 14 40.24499(W)     ADJUSTED  
 JU0668* NAVD 88     -         3.267  (meters)      10.72   (feet)  POSTED    
 JU0668  ___________________________________________________________________
 JU0668  X           -   1,249,143.876 (meters)                     COMP
 JU0668  Y           -  -4,742,735.845 (meters)                     COMP
 JU0668  Z           -   4,063,870.772 (meters)                     COMP
 JU0668  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 JU0668  ELLIP HEIGHT-         -29.68  (meters)          (09/25/02) GPS OBS
 JU0668  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU0668  DYNAMIC HT  -           3.270 (meters)      10.73  (feet)  COMP
 JU0668  MODELED GRAV-     980,175.0   (mgal)                       NAVD 88
 JU0668
 JU0668  HORZ ORDER  -  FIRST
 JU0668  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0668  ELLP ORDER  -  FOURTH    CLASS I
 JU0668
 JU0668.The horizontal coordinates were established by GPS observations
 JU0668.and adjusted by the National Geodetic Survey in March 2000..
 JU0668
 JU0668.The orthometric height was determined by differential leveling
 JU0668.and adjusted by the National Geodetic Survey in 1992..
 JU0668.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0668.rate of 0.0 thru 1.0 mm/km.
 JU0668
 JU0668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0668
 JU0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0668
 JU0668.The ellipsoidal height was determined by GPS observations
 JU0668.and is referenced to NAD 83.
 JU0668
 JU0668.The geoid height was determined by GEOID03.
 JU0668
 JU0668.The dynamic height is computed by dividing the NAVD 88
 JU0668.geopotential number by the normal gravity value computed on the
 JU0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0668.degrees latitude (g = 980.6199 gals.).
 JU0668
 JU0668.The modeled gravity was interpolated from observed gravity values.
 JU0668
 JU0668;                    North         East     Units Scale Factor Converg.
 JU0668;SPC NJ       -   111,402.970    86,276.012   MT  0.99994998   -0 28 36.9
 JU0668;SPC NJ       -   365,494.58    283,057.22   sFT  0.99994998   -0 28 36.9
 JU0668;SPC PA S     -    58,686.771   814,443.802   MT  1.00001693   +1 37 32.0
 JU0668;SPC PA S     -   192,541.51  2,672,054.37   sFT  1.00001693   +1 37 32.0
 JU0668;UTM  18      - 4,409,414.672   479,078.168   MT  0.99960539   -0 09 23.9
 JU0668
 JU0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0668!SPC NJ       -   1.00000466  x   0.99994998  =   0.99995464
 JU0668!SPC PA S     -   1.00000466  x   1.00001693  =   1.00002159
 JU0668!UTM  18      -   1.00000466  x   0.99960539  =   0.99961004
 JU0668
 JU0668                          SUPERSEDED SURVEY CONTROL
 JU0668
 JU0668  ELLIP H (03/31/00)  -29.66   (m)                       GP(       ) 3 1
 JU0668  NAD 83(1996)-  39 50 04.11722(N)    075 14 40.24621(W) AD(       ) 2
 JU0668  ELLIP H (09/01/99)  -29.67   (m)                       GP(       ) 4 1
 JU0668  NAD 83(1991)-  39 50 04.11331(N)    075 14 40.24497(W) AD(       ) 2
 JU0668  ELLIP H (01/27/92)  -29.73   (m)                       GP(       ) 4 1
 JU0668  NAD 83(1986)-  39 50 04.10781(N)    075 14 40.24900(W) AD(       ) 2
 JU0668  NAD 27      -  39 50 03.70130(N)    075 14 41.60287(W) AD(       ) 2
 JU0668  NAVD 88 (03/31/00)    3.26   (m)           10.7    (f) LEVELING    3  
 JU0668  NGVD 29 (??/??/??)    3.626  (m)           11.90   (f) ADJUSTED    1 2
 JU0668
 JU0668.Superseded values are not recommended for survey control.
 JU0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0668.See file dsdata.txt to determine how the superseded data were derived.
 JU0668
 JU0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7907809415(NAD 83)
 JU0668_MARKER: DB = BENCH MARK DISK
 JU0668_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0668+WITH SETTING: PAVEMENT
 JU0668_SP_SET: CONCRETE FOOTING OF WATER TANK
 JU0668_STAMPING: 11.896 L 10 1930
 JU0668_MARK LOGO: CGS   
 JU0668_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0668+STABILITY: SURFACE MOTION
 JU0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0668+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2001
 JU0668
 JU0668  HISTORY     - Date     Condition        Report By
 JU0668  HISTORY     - 1930     MONUMENTED       CGS
 JU0668  HISTORY     - 1946     GOOD             CGS
 JU0668  HISTORY     - 19871020 GOOD
 JU0668  HISTORY     - 19881109 GOOD             NGS
 JU0668  HISTORY     - 19890118 GOOD
 JU0668  HISTORY     - 19950124 GOOD             NJGS
 JU0668  HISTORY     - 19990615 GOOD             NJGS
 JU0668  HISTORY     - 20011023 GOOD             TWT
 JU0668
 JU0668                          STATION DESCRIPTION
 JU0668
 JU0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0668'AT PAULSBORO.
 JU0668'AT PAULSBORO, GLOUCESTER COUNTY, ON THE PENNSYLVANIA-READING
 JU0668'SEASHORE LINES, AT THE WEST EDGE OF TOWN, AT THE WATER TANK IN
 JU0668'THE RAILROAD YARDS, AT THE NORTHWEST CORNER OF THE TANK, IN THE
 JU0668'TOP OF THE CONCRETE FOOTING, AND 7.7 FEET SOUTH OF THE SOUTH
 JU0668'RAIL.  A STANDARD DISK, STAMPED 11.896 L 10 1930.
 JU0668
 JU0668                          STATION RECOVERY (1946)
 JU0668
 JU0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 JU0668'RECOVERED IN GOOD CONDITION.
 JU0668
 JU0668                          STATION RECOVERY (1987)
 JU0668
 JU0668'RECOVERED 1987
 JU0668'RECOVERED IN GOOD CONDITION.
 JU0668
 JU0668                          STATION RECOVERY (1988)
 JU0668
 JU0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JU0668'RECOVERED IN GOOD CONDITION.
 JU0668
 JU0668                          STATION RECOVERY (1989)
 JU0668
 JU0668'RECOVERED 1989
 JU0668'RECOVERED IN GOOD CONDITION.
 JU0668
 JU0668                          STATION RECOVERY (1995)
 JU0668
 JU0668'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0668'THE STATION IS LOCATED IN THE BOROUGH OF PAULSBORO ON THE SOUTH SIDE
 JU0668'OF THE RAILROAD TRACK AT THE NORTH END OF COXS STREET.  TO REACH THE
 JU0668'STATION FROM THE INTERSECTION OF THE SOUTHBOUND EXIT OF INTERSTATE
 JU0668'HIGHWAY 295 AND BERKLEY ROAD,COUNTY ROAD 678, AT INTERCHANGE 18A, GO
 JU0668'0.3 MI (0.5 KM) NORTHWEST ON BERKLEY ROAD TO THE JUNCTION WITH STATE
 JU0668'ROUTE 44, BROAD STREET AND NORTH DELAWARE AVENUE AHEAD.  CONTINUE
 JU0668'AHEAD NORTH ON NORTH DELAWARE AVENUE FOR 0.2 MI (0.3 KM) TO THE
 JU0668'PAULSBORO POST OFFICE.  CONTINUE NORTH FOR 0.15 MI (0.24 KM) ON NORTH
 JU0668'DELAWARE AVENUE FOR 0.15 MI (0.24 KM) TO THE JUNCTION WITH RAILROAD
 JU0668'AVENUE.  TURN LEFT AND GO 0.1 MI (0.2 KM) WEST ON RAILROAD AVENUE TO
 JU0668'THE STATION ON THE LEFT, ACROSS THE TRACKS AND SET FLUSH IN THE TOP OF
 JU0668'THE NORTHWEST CORNER OF A CONCRETE FOOTING OF A FORMER WATER TANK.
 JU0668'THE STATION IS 37.3 M (122.4 FT) WEST FROM A WHISTLE MARKER, 2.15 M
 JU0668'(7.05 FT) SOUTH FROM THE SOUTH RAIL OF THE TRACKS, 19.4 M (63.6 FT)
 JU0668'EAST FROM THE CENTERLINE OF COXS AVENUE EXTENDED, 0.45 M (1.48 FT)
 JU0668'NORTHWEST FROM A SEWER MANHOLE AND 20.4 M (66.9 FT) SOUTHWEST FROM
 JU0668'POLE NUMBER 452 PN25467.
 JU0668
 JU0668                          STATION RECOVERY (1999)
 JU0668
 JU0668'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (JVS)
 JU0668'RECOVERED AS DESCRIBED.
 JU0668
 JU0668                          STATION RECOVERY (2001)
 JU0668
 JU0668'RECOVERY NOTE BY TWT CONS ENG 2001 (DRF)
 JU0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3421 ***********************************************************************
 KV3421  DESIGNATION -  L 101
 KV3421  PID         -  KV3421
 KV3421  STATE/COUNTY-  NJ/BERGEN
 KV3421  USGS QUAD   -  HACKENSACK (1997)
 KV3421
 KV3421                         *CURRENT SURVEY CONTROL
 KV3421  ___________________________________________________________________
 KV3421* NAD 83(1986)-  40 53 48.     (N)    074 03 08.     (W)     SCALED    
 KV3421* NAVD 88     -        20.653  (meters)      67.76   (feet)  ADJUSTED  
 KV3421  ___________________________________________________________________
 KV3421  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 KV3421  DYNAMIC HT  -          20.645 (meters)      67.73  (feet)  COMP
 KV3421  MODELED GRAV-     980,238.3   (mgal)                       NAVD 88
 KV3421
 KV3421  VERT ORDER  -  FIRST     CLASS II
 KV3421
 KV3421.The horizontal coordinates were scaled from a topographic map and have
 KV3421.an estimated accuracy of +/- 6 seconds.
 KV3421
 KV3421.The orthometric height was determined by differential leveling
 KV3421.and adjusted by the National Geodetic Survey in June 1991..
 KV3421
 KV3421.The geoid height was determined by GEOID03.
 KV3421
 KV3421.The dynamic height is computed by dividing the NAVD 88
 KV3421.geopotential number by the normal gravity value computed on the
 KV3421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3421.degrees latitude (g = 980.6199 gals.).
 KV3421
 KV3421.The modeled gravity was interpolated from observed gravity values.
 KV3421
 KV3421;                    North         East    Units  Estimated Accuracy
 KV3421;SPC NJ       -   229,170.      187,730.      MT  (+/- 180 meters Scaled)
 KV3421
 KV3421                          SUPERSEDED SURVEY CONTROL
 KV3421
 KV3421  NGVD 29 (??/??/??)   20.962  (m)           68.77   (f) ADJUSTED    1 2
 KV3421
 KV3421.Superseded values are not recommended for survey control.
 KV3421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3421.See file dsdata.txt to determine how the superseded data were derived.
 KV3421
 KV3421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL798277(NAD 83)
 KV3421_MARKER: DB = BENCH MARK DISK
 KV3421_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3421_SP_SET: STAINLESS STEEL ROD
 KV3421_STAMPING: L 101 1979
 KV3421_PROJECTION: FLUSH
 KV3421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3421_ROD/PIPE-DEPTH: 0.61 meters
 KV3421
 KV3421  HISTORY     - Date     Condition        Report By
 KV3421  HISTORY     - 1979     MONUMENTED       NGS
 KV3421  HISTORY     - 19920219 MARK NOT FOUND   NJGS
 KV3421
 KV3421                          STATION DESCRIPTION
 KV3421
 KV3421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3421'1.0 MI NW FROM HACKENSACK.
 KV3421'0.65 MILE NORTHEAST ALONG FIRST STREET FROM THE HACKENSACK HIGH
 KV3421'SCHOOL OVERPASS AT HACKENSACK, THENCE 0.35 MILE NORTHWEST ALONG
 KV3421'PASSAIC STREET, 0.05 MILE SOUTHEAST OF THE JUNCTION OF SUMMIT AVENUE,
 KV3421'AT THE SOUTHEAST EDGE OF THE PARKING LOT TO THE UNITED METHODIST
 KV3421'CHURCH OF HACKENSACK, 83.0 FEET SOUTHEAST OF THE SOUTH CORNER OF THE
 KV3421'CHURCH, 36.7 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE STREET,
 KV3421'26.0 FEET SOUTHWEST OF THE CORNER OF A 4-FOOT CHAIN LINK FENCE, 24.0
 KV3421'FEET NORTHWEST OF THE NORTH CORNER OF AN APARTMENT BUILDING, 1.0 FEET
 KV3421'NORTHWEST OF THE FENCE.
 KV3421'THE MARK IS 6 FT ABOVE PASSAIC STREET.
 KV3421
 KV3421                          STATION RECOVERY (1992)
 KV3421
 KV3421'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KV3421'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A HALF HOUR
 KV3421'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2236 ***********************************************************************
 LY2236  DESIGNATION -  L 102
 LY2236  PID         -  LY2236
 LY2236  STATE/COUNTY-  NJ/PASSAIC
 LY2236  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY2236
 LY2236                         *CURRENT SURVEY CONTROL
 LY2236  ___________________________________________________________________
 LY2236* NAD 83(1986)-  41 00 51.     (N)    074 22 36.     (W)     SCALED    
 LY2236* NAVD 88     -       155.486  (meters)     510.12   (feet)  ADJUSTED  
 LY2236  ___________________________________________________________________
 LY2236  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LY2236  DYNAMIC HT  -         155.419 (meters)     509.90  (feet)  COMP
 LY2236  MODELED GRAV-     980,192.2   (mgal)                       NAVD 88
 LY2236
 LY2236  VERT ORDER  -  FIRST     CLASS II
 LY2236
 LY2236.The horizontal coordinates were scaled from a topographic map and have
 LY2236.an estimated accuracy of +/- 6 seconds.
 LY2236
 LY2236.The orthometric height was determined by differential leveling
 LY2236.and adjusted by the National Geodetic Survey in June 1991..
 LY2236
 LY2236.The geoid height was determined by GEOID03.
 LY2236
 LY2236.The dynamic height is computed by dividing the NAVD 88
 LY2236.geopotential number by the normal gravity value computed on the
 LY2236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2236.degrees latitude (g = 980.6199 gals.).
 LY2236
 LY2236.The modeled gravity was interpolated from observed gravity values.
 LY2236
 LY2236;                    North         East    Units  Estimated Accuracy
 LY2236;SPC NJ       -   242,130.      160,370.      MT  (+/- 180 meters Scaled)
 LY2236
 LY2236                          SUPERSEDED SURVEY CONTROL
 LY2236
 LY2236  NGVD 29 (??/??/92)  155.796  (m)          511.14   (f) ADJ UNCH    1 2
 LY2236
 LY2236.Superseded values are not recommended for survey control.
 LY2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2236.See file dsdata.txt to determine how the superseded data were derived.
 LY2236
 LY2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL524405(NAD 83)
 LY2236_MARKER: DV = VERTICAL CONTROL DISK
 LY2236_SETTING: 66 = SET IN ROCK OUTCROP
 LY2236_SP_SET: ROCK OUTCROP
 LY2236_STAMPING: L 102 1979
 LY2236_MARK LOGO: NGS   
 LY2236_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2236+STABILITY: POSITION/ELEVATION WELL
 LY2236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2236+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1994
 LY2236
 LY2236  HISTORY     - Date     Condition        Report By
 LY2236  HISTORY     - 1979     MONUMENTED       NGS
 LY2236  HISTORY     - 1985     GOOD             USPSQD
 LY2236  HISTORY     - 19940608 GOOD             NJGS
 LY2236
 LY2236                          STATION DESCRIPTION
 LY2236
 LY2236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2236'2.85 MI NW FROM BLOOMINGDALE.
 LY2236'2.55 MILES NORTHWEST ALONG HAMBURG TURNPIKE FROM THE POST OFFICE AT
 LY2236'BLOOMINGDALE, THENCE 0.3 MILE NORTHWEST ALONG STATE HIGHWAY 23 TO THE
 LY2236'MARK ON THE RIGHT, IN BED ROCK 6 FEET ABOVE THE HIGHWAY, 145 FEET
 LY2236'NORTHWEST OF A METAL 12-INCH MAN HOLE COVER AT THE NORTHWEST END OF A
 LY2236'15-FOOT CONCRETE RETAINING WALL, 112 FEET NORTHWEST OF POWER POLE
 LY2236'BT-2237-WM, 75 FEET SOUTHEAST OF POWER POLE BT-2272-WM, 32 FEET
 LY2236'NORTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY.
 LY2236'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 LY2236'THE MARK IS 6 FT ABOVE HIGHWAY.
 LY2236
 LY2236                          STATION RECOVERY (1985)
 LY2236
 LY2236'RECOVERY NOTE BY US POWER SQUADRON 1985
 LY2236'MARK RECOVERED IN ROCK OUTCROPPING ALONG NORTH BOUND LANE OF NEW
 LY2236'JERSEY HWY. 23, JUST NORTH OF MORRIS COUNTY HWY. 618. THE MARK IS
 LY2236'ABOUT 72 FEET SOUTH OF POLE BT 2272 WM, AND 1 FOOT EAST OF A WITNESS
 LY2236'POST.
 LY2236
 LY2236                          STATION RECOVERY (1994)
 LY2236
 LY2236'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 LY2236'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3446 ***********************************************************************
 KV3446  CBN         -  This is a Cooperative Base Network Control Station.
 KV3446  DESIGNATION -  L 103
 KV3446  PID         -  KV3446
 KV3446  STATE/COUNTY-  NJ/BERGEN
 KV3446  USGS QUAD   -  PATERSON (1995)
 KV3446
 KV3446                         *CURRENT SURVEY CONTROL
 KV3446  ___________________________________________________________________
 KV3446* NAD 83(1996)-  40 57 47.44866(N)    074 07 57.19373(W)     ADJUSTED  
 KV3446* NAVD 88     -        26.062  (meters)      85.51   (feet)  ADJUSTED  
 KV3446  ___________________________________________________________________
 KV3446  X           -   1,318,742.951 (meters)                     COMP
 KV3446  Y           -  -4,639,486.199 (meters)                     COMP
 KV3446  Z           -   4,159,332.419 (meters)                     COMP
 KV3446  LAPLACE CORR-           5.17  (seconds)                    DEFLEC99
 KV3446  ELLIP HEIGHT-          -6.00  (meters)          (09/23/02) GPS OBS
 KV3446  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KV3446  DYNAMIC HT  -          26.051 (meters)      85.47  (feet)  COMP
 KV3446  MODELED GRAV-     980,223.2   (mgal)                       NAVD 88
 KV3446
 KV3446  HORZ ORDER  -  B
 KV3446  VERT ORDER  -  FIRST     CLASS II
 KV3446  ELLP ORDER  -  FOURTH    CLASS I
 KV3446
 KV3446.The horizontal coordinates were established by GPS observations
 KV3446.and adjusted by the National Geodetic Survey in July 1997..
 KV3446
 KV3446.The orthometric height was determined by differential leveling
 KV3446.and adjusted by the National Geodetic Survey in June 1991..
 KV3446
 KV3446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV3446
 KV3446.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3446
 KV3446.The ellipsoidal height was determined by GPS observations
 KV3446.and is referenced to NAD 83.
 KV3446
 KV3446.The geoid height was determined by GEOID03.
 KV3446
 KV3446.The dynamic height is computed by dividing the NAVD 88
 KV3446.geopotential number by the normal gravity value computed on the
 KV3446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3446.degrees latitude (g = 980.6199 gals.).
 KV3446
 KV3446.The modeled gravity was interpolated from observed gravity values.
 KV3446
 KV3446;                    North         East     Units Scale Factor Converg.
 KV3446;SPC NJ       -   236,524.020   180,929.287   MT  0.99991177   +0 14 27.2
 KV3446;SPC NJ       -   775,995.89    593,598.84   sFT  0.99991177   +0 14 27.2
 KV3446;UTM  18      - 4,535,031.985   572,994.533   MT  0.99966558   +0 34 07.3
 KV3446
 KV3446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3446!SPC NJ       -   1.00000094  x   0.99991177  =   0.99991271
 KV3446!UTM  18      -   1.00000094  x   0.99966558  =   0.99966652
 KV3446
 KV3446                          SUPERSEDED SURVEY CONTROL
 KV3446
 KV3446  ELLIP H (07/24/97)   -5.99   (m)                       GP(       ) 3 2
 KV3446  NAD 83(1992)-  40 57 47.44772(N)    074 07 57.19284(W) AD(       ) B
 KV3446  ELLIP H (08/07/96)   -6.06   (m)                       GP(       ) 1 1
 KV3446  NAD 83(1992)-  40 57 47.44771(N)    074 07 57.19346(W) AD(       ) B
 KV3446  ELLIP H (04/16/93)   -6.06   (m)                       GP(       ) 3 1
 KV3446  NAD 83(1986)-  40 57 47.44075(N)    074 07 57.19714(W) AD(       ) 3
 KV3446  NAD 27      -  40 57 47.08695(N)    074 07 58.67324(W) AD(       ) 3
 KV3446  NAVD 88 (04/16/93)   26.06   (m)           85.5    (f) LEVELING    3  
 KV3446  NGVD 29 (??/??/??)   26.370  (m)           86.52   (f) ADJUSTED    1 2
 KV3446
 KV3446.Superseded values are not recommended for survey control.
 KV3446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3446.See file dsdata.txt to determine how the superseded data were derived.
 KV3446
 KV3446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7299535032(NAD 83)
 KV3446_MARKER: DV = VERTICAL CONTROL DISK
 KV3446_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3446_SP_SET: STAINLESS STEEL ROD
 KV3446_STAMPING: L 103 1979
 KV3446_MARK LOGO: NGS   
 KV3446_PROJECTION: RECESSED 35 CENTIMETERS
 KV3446_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3446+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 KV3446_ROD/PIPE-DEPTH: 13.7 meters
 KV3446
 KV3446  HISTORY     - Date     Condition        Report By
 KV3446  HISTORY     - 1979     MONUMENTED       NGS
 KV3446  HISTORY     - 19870817 GOOD
 KV3446  HISTORY     - 19920131 GOOD             NJGS
 KV3446  HISTORY     - 19920428 GOOD             NGS
 KV3446  HISTORY     - 19940520 GOOD             NJGS
 KV3446  HISTORY     - 19950525 GOOD             NYDT
 KV3446  HISTORY     - 19961203 GOOD             NJGS
 KV3446  HISTORY     - 20030403 GOOD             JCLS
 KV3446  HISTORY     - 20040928 GOOD             JCLS
 KV3446  HISTORY     - 20060801 GOOD             MACDEL
 KV3446
 KV3446                          STATION DESCRIPTION
 KV3446
 KV3446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3446'IN GLEN ROCK.
 KV3446'IN GLEN ROCK, ON THE ERIE RAILROAD, BEHIND THE GLEN ROCK SAVINGS AND
 KV3446'LOAN ASSCIATION, 239.0 FEET NORTHEAST ALONG THE RAILROAD FROM THE
 KV3446'CENTER LINE OF ROCK ROAD, 89.3 FEET NORTH OF THE NORTHWEST CORNER OF
 KV3446'THE BANK, 28.3 FEET SOUTHWEST OF POWER POLE T 384 GP, 16.6 FEET
 KV3446'NORTHEAST OF THE NORTHEAST RAIL, 5.5 FEET NORTHWEST OF A TELEPHONE
 KV3446'POLE.
 KV3446'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 KV3446'THE MARK IS ABOVE LEVEL WITH RAILROAD.
 KV3446
 KV3446                          STATION RECOVERY (1987)
 KV3446
 KV3446'RECOVERED 1987
 KV3446'RECOVERED IN GOOD CONDITION.
 KV3446
 KV3446                          STATION RECOVERY (1992)
 KV3446
 KV3446'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV3446'THE STATION IS LOCATED IN THE BOROUGH OF GLEN ROCK, SET BETWEEN THE
 KV3446'NEW JERSEY TRANSIT RAILROAD LINE AND THE PARKING LOT FOR THE GLEN
 KV3446'ROCK SAVINGS BANK.  TO REACH THE STATION FROM THE NORTHBOUND LANES OF
 KV3446'THE GARDEN STATE PARKWAY EXIT 160, GO DOWN THE RAMP TO THE JUNCTION
 KV3446'WITH PARAMUS ROAD.  TURN LEFT AND GO 0.5 MI (0.8 KM) TO THE JUNCTION
 KV3446'WITH STATE HIGHWAYS 4 AND 208.  TAKE JUGHANDLE FOR NORTHBOUND STATE
 KV3446'HIGHWAY 208 AND WESTBOUND STATE HIGHWAY 4 AND GO 0.4 MI (0.6 KM) TO
 KV3446'THE SPLIT IN THE ROAD.  REMAIN ON NORTHBOUND STATE HIGHWAY 208 FOR
 KV3446'ANOTHER 2.9 MI (4.7 KM) TO THE EXIT FOR MAPLE AVENUE EAST, COUNTY
 KV3446'ROAD 507.  TAKE THE EXIT AND GO 1.05 MI (1.69 KM) NORTHEAST ON MAPLE
 KV3446'AVENUE TO THE JUNCTION WITH ROCK ROAD. TURN LEFT AND GO 0.4 MI
 KV3446'(0.6 KM) TO THE RAILROAD GRADE CROSSING AND THE DRIVEWAY FOR THE GLEN
 KV3446'ROCK SAVINGS BANK, IMMEDIATELY BEFORE THE GRADE CROSSING.  TURN RIGHT
 KV3446'AND GO NORTHEAST TO THE STATION ON THE LEFT.  THE STATION IS 2.1 FT
 KV3446'(0.6 M) NORTHWEST FROM THE SOUTHEAST FACE OF THE PARKING LOT CURB,
 KV3446'89.4 FT (27.2 M) NORTHEAST FROM THE NORTHEAST CORNER OF THE BANK
 KV3446'BUILDING, 16.6 FT (5.1 M) SOUTHEAST FROM THE SOUTHEAST RAIL OF TWO
 KV3446'TRACKS, 38.1 FT (11.6 M) SOUTHWEST FROM THE NORTHWEST CORNER CURB OF
 KV3446'A FOUR SHRUB PARKING LOT DIVIDER, JUST NORTHWEST OF A SPEED BUMP,
 KV3446'50.3 FT (15.3 M) NORTHEAST FROM THE SOUTHWEST END OF THE CURB FOR THE
 KV3446'BANKING PARKING LOT, 49.7 FT (15.1 M) NORTHWEST FROM A POLE WITH NO
 KV3446'NUMBER AND 1.7 FT (0.5 M) SOUTHEAST FROM AN ORANGE CARSONITE WITNESS
 KV3446'POST. THE STATION IS 1.5 FT (0.5 M) BELOW THE CURB.
 KV3446
 KV3446                          STATION RECOVERY (1992)
 KV3446
 KV3446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 KV3446'THE 1992 NJGS RECOVERY NOTE IS ADEQUATE.  A COPY WITH A FEW MINOR
 KV3446'CHANGES FOLLOWS.
 KV3446'THE STATION IS LOCATED IN THE BOROUGH OF GLEN ROCK, ABOUT 16.1 KM
 KV3446'(10.00 MI) NORTH OF PATERSON NJ, SET BETWEEN THE NEW JERSEY TRANSIT
 KV3446'RAILROAD LINE AND THE PARKING LOT FOR THE GLEN ROCK SAVINGS BANK.
 KV3446'OWNERSHIP--GLEN ROCK SAVINGS BANK.
 KV3446'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 208 AND STATE
 KV3446'ROAD 507, GO NORTH ON MAPLE AVENUE (STATE ROAD 507) FOR 1.8 KM
 KV3446'(1.10 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO NORTHWEST
 KV3446'0.3 KM (0.20 MI) ON ROCK ROAD TO A RAILROAD CROSSING.  CROSS TRACKS
 KV3446'AND CONTINUE NORTHWEST ON ROCK ROAD FOR 0.3 KM (0.20 MI) TO GLEN ROCK
 KV3446'SAVINGS BANK ON RIGHT JUST BEFORE A SECOND RAILROAD CROSSING. TURN
 KV3446'RIGHT AND GO NORTHEAST ON PAVED ROAD LEADING TO PARKING LOT BEHIND
 KV3446'BANK FOR 50 M (164.0 FT) TO THE STATION ON THE LEFT.
 KV3446'STATION IS 0.6 M (2.0 FT) NORTHWEST FROM THE SOUTHEAST FACE OF THE
 KV3446'PARKING LOT CURVE, 27.2 M (89.2 FT) NORTHEAST FROM THE NORTHEAST
 KV3446'CORNER OF THE BANK BUILDING, 5.1 M (16.7 FT) SOUTHEAST FROM THE
 KV3446'SOUTHEAST RAIL OF THE TWO TRACKS, 11.6 M (38.1 FT) SOUTHWEST FROM THE
 KV3446'NORTHWEST CORNER CURB OF A FOUR SHRUB PARKING LOT DIVIDER, JUST
 KV3446'NORTHWEST OF A SPEED BUMP, 15.3 M (50.2 FT) NORTHEAST FROM THE
 KV3446'SOUTHWEST END OF THE CURB FOR THE BANKING PARKING LOT, 15.1 M
 KV3446'(49.5 FT) NORTHWEST FROM A POLE WITH NO NUMBER AND 0.5 M (1.6 FT)
 KV3446'SOUTHEAST FROM AN ORANGE FIBERGLASS WITNESS POST.  STATION IS 0.5 M
 KV3446'(1.6 FT) BELOW THE CURB.
 KV3446'NOTE-USE TALL TRIPOD.
 KV3446
 KV3446                          STATION RECOVERY (1994)
 KV3446
 KV3446'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 KV3446'THE STATION IS LOCATED IN THE BOROUGH OF GLEN ROCK, SET BETWEEN THE
 KV3446'NEW JERSEY TRANSIT RAILROAD LINE AND THE PARKING LOT FOR THE GLEN ROCK
 KV3446'SAVINGS BANK.  TO REACH THE STATION FROM THE NORTHBOUND LANES OF THE
 KV3446'GARDEN STATE PARKWAY EXIT 160, GO DOWN THE RAMP TO THE JUNCTION WITH
 KV3446'PARAMUS ROAD.  TURN LEFT AND GO 0.5 MI (0.8 KM) TO THE JUNCTION WITH
 KV3446'STATE HIGHWAYS 4 AND 208.  TAKE JUGHANDLE FOR NORTHBOUND STATE HIGHWAY
 KV3446'208 AND WESTBOUND STATE HIGHWAY 4 AND GO 0.4 MI (0.6 KM) TO THE SPLIT
 KV3446'IN THE ROAD.  REMAIN ON NORTHBOUND STATE HIGHWAY 208 FOR ANOTHER 2.9
 KV3446'MI (4.7 KM) TO THE EXIT FOR MAPLE AVENUE EAST, COUNTY ROAD 507.  TAKE
 KV3446'THE EXIT AND GO 1.05 MI (1.69 KM) NORTHEAST ON MAPLE AVENUE TO THE
 KV3446'JUNCTION WITH ROCK ROAD. TURN LEFT AND GO 0.4 MI (0.6 KM) TO THE
 KV3446'RAILROAD GRADE CROSSING AND THE DRIVEWAY FOR THE GLEN ROCK SAVINGS
 KV3446'BANK, IMMEDIATELY BEFORE THE GRADE CROSSING.  TURN RIGHT AND GO
 KV3446'NORTHEAST TO THE STATION ON THE LEFT.  THE STATION IS 2.1 FT (0.6 M)
 KV3446'NORTHWEST FROM THE SOUTHEAST FACE OF THE PARKING LOT CURB, 89.4 FT
 KV3446'(27.2 M) NORTHEAST FROM THE NORTHEAST CORNER OF THE BANK BUILDING,
 KV3446'16.6 FT (5.1 M) SOUTHEAST FROM THE SOUTHEAST RAIL OF TWO TRACKS, 38.1
 KV3446'FT (11.6 M) SOUTHWEST FROM THE NORTHWEST CORNER CURB OF A FOUR SHRUB
 KV3446'PARKING LOT DIVIDER, JUST NORTHWEST OF A SPEED BUMP, 50.3 FT (15.3 M)
 KV3446'NORTHEAST FROM THE SOUTHWEST END OF THE CURB FOR THE BANKING PARKING
 KV3446'LOT, 49.7 FT (15.1 M) NORTHWEST FROM A POLE WITH NO NUMBER AND 1.7 FT
 KV3446'(0.5 M) SOUTHEAST FROM AN ORANGE CARSONITE WITNESS POST. THE STATION
 KV3446'IS 1.5 FT (0.5 M) BELOW THE CURB.
 KV3446
 KV3446                          STATION RECOVERY (1995)
 KV3446
 KV3446'RECOVERY NOTE BY NY DEPT OF TRANSP 1995 (RWB)
 KV3446'RECOVERED AS DESCRIBED.
 KV3446
 KV3446                          STATION RECOVERY (1996)
 KV3446
 KV3446'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV3446'RECOVERED AS DESCRIBED.
 KV3446
 KV3446                          STATION RECOVERY (2003)
 KV3446
 KV3446'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 KV3446'RECOVERED IN GOOD CONDITION.
 KV3446
 KV3446                          STATION RECOVERY (2004)
 KV3446
 KV3446'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 KV3446'RECOVERED IN GOOD CONDITION.
 KV3446
 KV3446                          STATION RECOVERY (2006)
 KV3446
 KV3446'RECOVERY NOTE BY MACDEL ENGINEERING 2006 (RFH)
 KV3446'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0068 ***********************************************************************
 KV0068  DESIGNATION -  L 11
 KV0068  PID         -  KV0068
 KV0068  STATE/COUNTY-  NJ/UNION
 KV0068  USGS QUAD   -  ELIZABETH (1995)
 KV0068
 KV0068                         *CURRENT SURVEY CONTROL
 KV0068  ___________________________________________________________________
 KV0068* NAD 83(1986)-  40 39 46.     (N)    074 13 00.     (W)     SCALED    
 KV0068* NAVD 88     -         5.549  (meters)      18.21   (feet)  ADJUSTED  
 KV0068  ___________________________________________________________________
 KV0068  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV0068  DYNAMIC HT  -           5.547 (meters)      18.20  (feet)  COMP
 KV0068  MODELED GRAV-     980,217.9   (mgal)                       NAVD 88
 KV0068
 KV0068  VERT ORDER  -  FIRST     CLASS I
 KV0068
 KV0068.The horizontal coordinates were scaled from a topographic map and have
 KV0068.an estimated accuracy of +/- 6 seconds.
 KV0068
 KV0068.The orthometric height was determined by differential leveling
 KV0068.and adjusted by the National Geodetic Survey in June 1991..
 KV0068
 KV0068.The geoid height was determined by GEOID03.
 KV0068
 KV0068.The dynamic height is computed by dividing the NAVD 88
 KV0068.geopotential number by the normal gravity value computed on the
 KV0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0068.degrees latitude (g = 980.6199 gals.).
 KV0068
 KV0068.The modeled gravity was interpolated from observed gravity values.
 KV0068
 KV0068;                    North         East    Units  Estimated Accuracy
 KV0068;SPC NJ       -   203,140.      173,960.      MT  (+/- 180 meters Scaled)
 KV0068
 KV0068                          SUPERSEDED SURVEY CONTROL
 KV0068
 KV0068  NGVD 29 (04/16/92)    5.882  (m)           19.30   (f) ADJUSTED    1 1
 KV0068
 KV0068.Superseded values are not recommended for survey control.
 KV0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0068.See file dsdata.txt to determine how the superseded data were derived.
 KV0068
 KV0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL662016(NAD 83)
 KV0068_MARKER: DB = BENCH MARK DISK
 KV0068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0068_SP_SET: GRANITE WALL
 KV0068_STAMPING: L 11 1933 19.304
 KV0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0068
 KV0068  HISTORY     - Date     Condition        Report By
 KV0068  HISTORY     - 1933     MONUMENTED       CGS
 KV0068  HISTORY     - 1965     GOOD             CGS
 KV0068  HISTORY     - 19950531 GOOD             USPSQD
 KV0068
 KV0068                          STATION DESCRIPTION
 KV0068
 KV0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0068'AT ELIZABETH.
 KV0068'AT ELIZABETH, ABOUT 90 YARDS WEST ALONG RAHWAY AVENUE FROM THE
 KV0068'INTERSECTION OF BROAD STREET, SET IN THE TOP OF THE EAST EDGE
 KV0068'OF THE GRANITE WALL AT THE EAST END OF THE STEPS LEADING TO THE
 KV0068'RAHWAY AVENUE ENTRANCE, 17.9 FEET NORTH OF THE NORTH CURB OF
 KV0068'RAHWAY AVENUE, 4.4 FEET NORTH OF THE NORTH FACE OF A GRANITE WALL
 KV0068'ALONG THE SOUTH SIDE OF THE COURTHOUSE LAWN, 1/2 FOOT WEST OF
 KV0068'THE EAST EDGE OF THE WALL AT THE END OF THE STEPS AND ABOUT 4
 KV0068'FEET ABOVE THE LEVEL OF THE AVENUE.
 KV0068
 KV0068                          STATION RECOVERY (1995)
 KV0068
 KV0068'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0148 ***********************************************************************
 KV0148  DESIGNATION -  L 12
 KV0148  PID         -  KV0148
 KV0148  STATE/COUNTY-  NJ/BERGEN
 KV0148  USGS QUAD   -  HACKENSACK (1997)
 KV0148
 KV0148                         *CURRENT SURVEY CONTROL
 KV0148  ___________________________________________________________________
 KV0148* NAD 83(1986)-  40 54 29.     (N)    074 04 15.     (W)     SCALED    
 KV0148* NAVD 88     -        18.926  (meters)      62.09   (feet)  ADJUSTED  
 KV0148  ___________________________________________________________________
 KV0148  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 KV0148  DYNAMIC HT  -          18.918 (meters)      62.07  (feet)  COMP
 KV0148  MODELED GRAV-     980,235.1   (mgal)                       NAVD 88
 KV0148
 KV0148  VERT ORDER  -  FIRST     CLASS II
 KV0148
 KV0148.The horizontal coordinates were scaled from a topographic map and have
 KV0148.an estimated accuracy of +/- 6 seconds.
 KV0148
 KV0148.The orthometric height was determined by differential leveling
 KV0148.and adjusted by the National Geodetic Survey in June 1991..
 KV0148.WARNING-Repeat measurements at this control monument indicate possible
 KV0148.vertical movement.
 KV0148
 KV0148.The geoid height was determined by GEOID03.
 KV0148
 KV0148.The dynamic height is computed by dividing the NAVD 88
 KV0148.geopotential number by the normal gravity value computed on the
 KV0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0148.degrees latitude (g = 980.6199 gals.).
 KV0148
 KV0148.The modeled gravity was interpolated from observed gravity values.
 KV0148
 KV0148;                    North         East    Units  Estimated Accuracy
 KV0148;SPC NJ       -   230,430.      186,160.      MT  (+/- 180 meters Scaled)
 KV0148
 KV0148                          SUPERSEDED SURVEY CONTROL
 KV0148
 KV0148  NGVD 29 (??/??/??)   19.231  (m)           63.09   (f) ADJUSTED    1 2
 KV0148
 KV0148.Superseded values are not recommended for survey control.
 KV0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0148.See file dsdata.txt to determine how the superseded data were derived.
 KV0148
 KV0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL782289(NAD 83)
 KV0148_MARKER: DB = BENCH MARK DISK
 KV0148_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0148_SP_SET: NORTH ABUTMENT BREASTWALL
 KV0148_STAMPING: L 12 1933 63.097
 KV0148_MARK LOGO: CGS   
 KV0148_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0148+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2006
 KV0148
 KV0148  HISTORY     - Date     Condition        Report By
 KV0148  HISTORY     - 1933     MONUMENTED       CGS
 KV0148  HISTORY     - 1934     GOOD             CGS
 KV0148  HISTORY     - 1979     GOOD             NGS
 KV0148  HISTORY     - 19920219 GOOD             NJGS
 KV0148  HISTORY     - 19970309 GOOD             USPSQD
 KV0148  HISTORY     - 20060403 GOOD             MACDEL
 KV0148
 KV0148                          STATION DESCRIPTION
 KV0148
 KV0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0148'AT ROCHELLE PARK.
 KV0148'AT ROCHELLE PARK, BERGEN COUNTY, AT THE INTERSECTION OF STATE
 KV0148'HIGHWAY 2 AND COUNTY HIGHWAY 62, IN THE NORTH CONCRETE BACK
 KV0148'WALL OF THE UNDERPASS, 20 FEET EAST OF THE CENTERLINE OF COUNTY
 KV0148'HIGHWAY 62, AND ABOUT 5 FEET HIGHER THAN THE SIDEWALK.  A
 KV0148'STANDARD DISK, STAMPED 63.097 L 12 1933.
 KV0148
 KV0148                          STATION RECOVERY (1979)
 KV0148
 KV0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0148'RECOVERED IN GOOD CONDITION.
 KV0148
 KV0148                          STATION RECOVERY (1992)
 KV0148
 KV0148'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KV0148'RECOVERED AS DESCRIBED.
 KV0148
 KV0148                          STATION RECOVERY (1997)
 KV0148
 KV0148'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV0148'RECOVERED IN GOOD CONDITION.
 KV0148
 KV0148                          STATION RECOVERY (2006)
 KV0148
 KV0148'RECOVERY NOTE BY MACDEL ENGINEERING 2006 (JM)
 KV0148'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0409 ***********************************************************************
 LY0409  DESIGNATION -  L 13
 LY0409  PID         -  LY0409
 LY0409  STATE/COUNTY-  NJ/PASSAIC
 LY0409  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY0409
 LY0409                         *CURRENT SURVEY CONTROL
 LY0409  ___________________________________________________________________
 LY0409* NAD 83(1986)-  41 02 00.     (N)    074 25 20.     (W)     SCALED    
 LY0409* NAVD 88     -       218.597  (meters)     717.18   (feet)  ADJUSTED  
 LY0409  ___________________________________________________________________
 LY0409  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 LY0409  DYNAMIC HT  -         218.501 (meters)     716.87  (feet)  COMP
 LY0409  MODELED GRAV-     980,180.3   (mgal)                       NAVD 88
 LY0409
 LY0409  VERT ORDER  -  FIRST     CLASS II
 LY0409
 LY0409.The horizontal coordinates were scaled from a topographic map and have
 LY0409.an estimated accuracy of +/- 6 seconds.
 LY0409
 LY0409.The orthometric height was determined by differential leveling
 LY0409.and adjusted by the National Geodetic Survey in June 1991..
 LY0409
 LY0409.The geoid height was determined by GEOID03.
 LY0409
 LY0409.The dynamic height is computed by dividing the NAVD 88
 LY0409.geopotential number by the normal gravity value computed on the
 LY0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0409.degrees latitude (g = 980.6199 gals.).
 LY0409
 LY0409.The modeled gravity was interpolated from observed gravity values.
 LY0409
 LY0409;                    North         East    Units  Estimated Accuracy
 LY0409;SPC NJ       -   244,250.      156,540.      MT  (+/- 180 meters Scaled)
 LY0409
 LY0409                          SUPERSEDED SURVEY CONTROL
 LY0409
 LY0409  NGVD 29 (??/??/92)  218.904  (m)          718.19   (f) ADJ UNCH    1 2
 LY0409
 LY0409.Superseded values are not recommended for survey control.
 LY0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0409.See file dsdata.txt to determine how the superseded data were derived.
 LY0409
 LY0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL485426(NAD 83)
 LY0409_MARKER: DB = BENCH MARK DISK
 LY0409_SETTING: 80 = SET IN A BOULDER
 LY0409_SP_SET: IN DRILL HOLE IN A BOULDER
 LY0409_STAMPING: L 13 717.859 1933
 LY0409_MARK LOGO: CGS   
 LY0409_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0409+STABILITY: SURFACE MOTION
 LY0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0409+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1991
 LY0409
 LY0409  HISTORY     - Date     Condition        Report By
 LY0409  HISTORY     - 1933     MONUMENTED       CGS
 LY0409  HISTORY     - 1934     GOOD             NGS
 LY0409  HISTORY     - 1979     GOOD             NGS
 LY0409  HISTORY     - 19910712 SEE DESCRIPTION  NJGS
 LY0409
 LY0409                          STATION DESCRIPTION
 LY0409
 LY0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0409'AT CHARLOTTEBURGH.
 LY0409'AT CHALOTTEBURGH, PASSAIC COUNTY, 247 FEET EAST OF THE NEW YORK,
 LY0409'SUSQUEHANNA AND WESTERN RAILROAD STATION, 50 FEET SOUTH OF
 LY0409'THE CENTERLINE OF STATE HIGHWAY 23, 56 FEET NORTH OF THE NORTH
 LY0409'RAIL, IN THE TOP OF A LARGE FLAT GRANITE BOULDER, AND LEVEL WITH
 LY0409'THE TRACK.  A STANDARD DISK, STAMPED 717.859 L 13 1933.
 LY0409
 LY0409                          STATION RECOVERY (1979)
 LY0409
 LY0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0409'RECOVERED IN GOOD CONDITION.
 LY0409
 LY0409                          STATION RECOVERY (1991)
 LY0409
 LY0409'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 LY0409'THE STATION WAS SEARCHED FOR AND NOT RECOVERED.  THE STATION IS
 LY0409'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2979 ***********************************************************************
 KV2979  DESIGNATION -  L 14
 KV2979  PID         -  KV2979
 KV2979  STATE/COUNTY-  NJ/BERGEN
 KV2979  USGS QUAD   -  HACKENSACK (1997)
 KV2979
 KV2979                         *CURRENT SURVEY CONTROL
 KV2979  ___________________________________________________________________
 KV2979* NAD 83(1986)-  40 59 51.     (N)    074 06 51.     (W)     SCALED    
 KV2979* NAVD 88     -        57.353  (meters)     188.17   (feet)  ADJUSTED  
 KV2979  ___________________________________________________________________
 KV2979  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KV2979  DYNAMIC HT  -          57.330 (meters)     188.09  (feet)  COMP
 KV2979  MODELED GRAV-     980,225.0   (mgal)                       NAVD 88
 KV2979
 KV2979  VERT ORDER  -  SECOND    CLASS 0
 KV2979
 KV2979.The horizontal coordinates were scaled from a topographic map and have
 KV2979.an estimated accuracy of +/- 6 seconds.
 KV2979
 KV2979.The orthometric height was determined by differential leveling
 KV2979.and adjusted by the National Geodetic Survey in June 1991..
 KV2979
 KV2979.The geoid height was determined by GEOID03.
 KV2979
 KV2979.The dynamic height is computed by dividing the NAVD 88
 KV2979.geopotential number by the normal gravity value computed on the
 KV2979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2979.degrees latitude (g = 980.6199 gals.).
 KV2979
 KV2979.The modeled gravity was interpolated from observed gravity values.
 KV2979
 KV2979;                    North         East    Units  Estimated Accuracy
 KV2979;SPC NJ       -   240,340.      182,460.      MT  (+/- 180 meters Scaled)
 KV2979
 KV2979                          SUPERSEDED SURVEY CONTROL
 KV2979
 KV2979  NGVD 29 (??/??/??)   57.640  (m)          189.11   (f) ADJUSTED    2 0
 KV2979
 KV2979.Superseded values are not recommended for survey control.
 KV2979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2979.See file dsdata.txt to determine how the superseded data were derived.
 KV2979
 KV2979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL745388(NAD 83)
 KV2979_MARKER: DB = BENCH MARK DISK
 KV2979_SETTING: 66 = SET IN ROCK OUTCROP
 KV2979_SP_SET: ROCK LEDGE
 KV2979_STAMPING: L 14 1933
 KV2979_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV2979+STABILITY: POSITION/ELEVATION WELL
 KV2979
 KV2979  HISTORY     - Date     Condition        Report By
 KV2979  HISTORY     - 1933     MONUMENTED       CGS
 KV2979  HISTORY     - 1942     MARK NOT FOUND   NGS
 KV2979
 KV2979                          STATION DESCRIPTION
 KV2979
 KV2979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KV2979'AT HOHOKUS.
 KV2979'AT HOHOKUS, BERGEN COUNTY, ON THE ERIE LACKAWANNA RAILROAD,
 KV2979'125 FEET NORTH OF THE WEST STATION SHED, 8 YARDS WEST OF THE
 KV2979'CENTERLINE OF THE SOUTH-BOUND TRACK, ON THE SIDE OF A HIGH CLIFF,
 KV2979'IN THE TOP OF A ROCK LEDGE, AND ABOUT 4 FEET ABOVE THE TRACK.
 KV2979'A STANDARD DISK, STAMPED L 14 1933.  NOTE-- BELIEVED TO HAVE
 KV2979'BEEN DESTROYED WHEN THE ROCK CUT WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1276 ***********************************************************************
 KV1276  DESIGNATION -  L 15
 KV1276  PID         -  KV1276
 KV1276  STATE/COUNTY-  NJ/WARREN
 KV1276  USGS QUAD   -  HACKETTSTOWN (1976)
 KV1276
 KV1276                         *CURRENT SURVEY CONTROL
 KV1276  ___________________________________________________________________
 KV1276* NAD 83(1986)-  40 50 20.     (N)    074 50 50.     (W)     SCALED    
 KV1276* NAVD 88     -       176.037  (meters)     577.55   (feet)  ADJUSTED  
 KV1276  ___________________________________________________________________
 KV1276  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KV1276  DYNAMIC HT  -         175.956 (meters)     577.28  (feet)  COMP
 KV1276  MODELED GRAV-     980,164.8   (mgal)                       NAVD 88
 KV1276
 KV1276  VERT ORDER  -  SECOND    CLASS 0
 KV1276
 KV1276.The horizontal coordinates were scaled from a topographic map and have
 KV1276.an estimated accuracy of +/- 6 seconds.
 KV1276
 KV1276.The orthometric height was determined by differential leveling
 KV1276.and adjusted by the National Geodetic Survey in June 1991..
 KV1276
 KV1276.The geoid height was determined by GEOID03.
 KV1276
 KV1276.The dynamic height is computed by dividing the NAVD 88
 KV1276.geopotential number by the normal gravity value computed on the
 KV1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1276.degrees latitude (g = 980.6199 gals.).
 KV1276
 KV1276.The modeled gravity was interpolated from observed gravity values.
 KV1276
 KV1276;                    North         East    Units  Estimated Accuracy
 KV1276;SPC NJ       -   222,720.      120,720.      MT  (+/- 180 meters Scaled)
 KV1276
 KV1276                          SUPERSEDED SURVEY CONTROL
 KV1276
 KV1276  NGVD 29 (??/??/??)  176.255  (m)          578.26   (f) ADJUSTED    2 0
 KV1276
 KV1276.Superseded values are not recommended for survey control.
 KV1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1276.See file dsdata.txt to determine how the superseded data were derived.
 KV1276
 KV1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL128208(NAD 83)
 KV1276_MARKER: DB = BENCH MARK DISK
 KV1276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1276_SP_SET: BRIDGE WINGWALL
 KV1276_STAMPING: L 15 1933 578.263
 KV1276_MARK LOGO: CGS   
 KV1276_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1276+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1995
 KV1276
 KV1276  HISTORY     - Date     Condition        Report By
 KV1276  HISTORY     - 1933     MONUMENTED       CGS
 KV1276  HISTORY     - 1942     GOOD             CGS
 KV1276  HISTORY     - 19950427 GOOD             NJGS
 KV1276
 KV1276                          STATION DESCRIPTION
 KV1276
 KV1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1276'1.5 MI S FROM HACKETTSTOWN.
 KV1276'1.5 MILES SOUTHWEST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1276'RAILROAD FROM THE STATION AT HACKETTSTOWN, WARREN COUNTY, 32
 KV1276'RAILS NORTHEAST OF AN OVERHEAD CROSSING, 2 RAILS SOUTHWEST OF
 KV1276'MILEPOST 58, AT A BRIDGE OVER A HIGHWAY, IN THE TOP OF THE WEST
 KV1276'CONCRETE WING WALL, 4 YARDS NORTHWEST OF THE CENTERLINE OF THE
 KV1276'NORTH-BOUND MAIN TRACK, AND ABOUT LEVEL WITH THE TRACK.
 KV1276'NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE
 KV1276'ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE
 KV1276'LACKAWANNA RAILROAD.
 KV1276
 KV1276                          STATION RECOVERY (1995)
 KV1276
 KV1276'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1276'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0459 ***********************************************************************
 KV0459  DESIGNATION -  L 15 HC
 KV0459  PID         -  KV0459
 KV0459  STATE/COUNTY-  NJ/HUDSON
 KV0459  USGS QUAD   -  WEEHAWKEN (1995)
 KV0459
 KV0459                         *CURRENT SURVEY CONTROL
 KV0459  ___________________________________________________________________
 KV0459* NAD 83(1986)-  40 46 25.     (N)    074 03 51.     (W)     SCALED    
 KV0459* NAVD 88     -        12.975  (meters)      42.57   (feet)  ADJUSTED  
 KV0459  ___________________________________________________________________
 KV0459  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KV0459  DYNAMIC HT  -          12.970 (meters)      42.55  (feet)  COMP
 KV0459  MODELED GRAV-     980,239.0   (mgal)                       NAVD 88
 KV0459
 KV0459  VERT ORDER  -  SECOND    CLASS 0
 KV0459
 KV0459.The horizontal coordinates were scaled from a topographic map and have
 KV0459.an estimated accuracy of +/- 6 seconds.
 KV0459
 KV0459.The orthometric height was determined by differential leveling
 KV0459.and adjusted by the National Geodetic Survey in June 1991..
 KV0459
 KV0459.The geoid height was determined by GEOID03.
 KV0459
 KV0459.The dynamic height is computed by dividing the NAVD 88
 KV0459.geopotential number by the normal gravity value computed on the
 KV0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0459.degrees latitude (g = 980.6199 gals.).
 KV0459
 KV0459.The modeled gravity was interpolated from observed gravity values.
 KV0459
 KV0459;                    North         East    Units  Estimated Accuracy
 KV0459;SPC NJ       -   215,500.      186,790.      MT  (+/- 180 meters Scaled)
 KV0459
 KV0459                          SUPERSEDED SURVEY CONTROL
 KV0459
 KV0459  NGVD 29 (??/??/??)   13.310  (m)           43.67   (f) ADJUSTED    2 0
 KV0459
 KV0459.Superseded values are not recommended for survey control.
 KV0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0459.See file dsdata.txt to determine how the superseded data were derived.
 KV0459
 KV0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL789140(NAD 83)
 KV0459_MARKER: DT = TOPOGRAPHIC STATION DISK
 KV0459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0459_SP_SET: BUILDING
 KV0459_STAMPING: L 15 43.70
 KV0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0459
 KV0459  HISTORY     - Date     Condition        Report By
 KV0459  HISTORY     - 1962     MONUMENTED       NJ-017
 KV0459  HISTORY     - 1962     GOOD             CGS
 KV0459  HISTORY     - 1967     MARK NOT FOUND   CGS
 KV0459  HISTORY     - 20051127 MARK NOT FOUND   GEOCAC
 KV0459
 KV0459                          STATION DESCRIPTION
 KV0459
 KV0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KV0459'1 MI SW FROM SECAUCUS.
 KV0459'1.0 MILE SOUTHWEST ON COUNTY AVENUE FROM THE LINCOLN SCHOOL AT
 KV0459'SECAUCUS.  SET VERTICALLY IN THE WEST BRICK FACE AT THE SOUTHWEST
 KV0459'CORNER OF THE WASHINGTON HOOK AND LADDER FIRE COMPANY NO. 1. 42.6
 KV0459'FEET NORTHEAST OF THE CENTER LINE OF LINCOLN AVENUE, 33.5 FEET
 KV0459'SOUTHEAST OF THE CENTER LINE OF COUNTY AVENUE, 5 FEET SOUTHWEST OF
 KV0459'THE CORNER OF THE BUILDING AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 KV0459'NOTE-- THIS MARK IS SET VERTICALLY BUT A ROD CAN BE HELD ON IT
 KV0459'HORIZONTALLY.
 KV0459
 KV0459                          STATION RECOVERY (1967)
 KV0459
 KV0459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KV0459'MARK NOT FOUND.
 KV0459
 KV0459                          STATION RECOVERY (2005)
 KV0459
 KV0459'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV0459'MOST OF THE FRONT OF THE WASHINGTON HOOK AND LADDER FIRE COMPANY NO. 1
 KV0459'BUILDING IS ORIGINAL.  THE REMAINDER OF THE BUILDING HAS BEEN
 KV0459'RECONSTRUCTED.  A VENEER OF GRANITE HAS BEEN ADDED AT THE BOTTOM, ON
 KV0459'BOTH SIDES OF THE NEW DOORS, COVERING THE STATION.  THE STATION WAS
 KV0459'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0733 ***********************************************************************
 KV0733  DESIGNATION -  L 16
 KV0733  PID         -  KV0733
 KV0733  STATE/COUNTY-  NJ/MONMOUTH
 KV0733  USGS QUAD   -  KEYPORT (1977)
 KV0733
 KV0733                         *CURRENT SURVEY CONTROL
 KV0733  ___________________________________________________________________
 KV0733* NAD 83(1986)-  40 26 29.     (N)    074 08 01.     (W)     SCALED    
 KV0733* NAVD 88     -         3.569  (meters)      11.71   (feet)  ADJUSTED  
 KV0733  ___________________________________________________________________
 KV0733  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV0733  DYNAMIC HT  -           3.567 (meters)      11.70  (feet)  COMP
 KV0733  MODELED GRAV-     980,221.9   (mgal)                       NAVD 88
 KV0733
 KV0733  VERT ORDER  -  FIRST     CLASS II
 KV0733
 KV0733.The horizontal coordinates were scaled from a topographic map and have
 KV0733.an estimated accuracy of +/- 6 seconds.
 KV0733
 KV0733.The orthometric height was determined by differential leveling
 KV0733.and adjusted by the National Geodetic Survey in June 1991..
 KV0733
 KV0733.The geoid height was determined by GEOID03.
 KV0733
 KV0733.The dynamic height is computed by dividing the NAVD 88
 KV0733.geopotential number by the normal gravity value computed on the
 KV0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0733.degrees latitude (g = 980.6199 gals.).
 KV0733
 KV0733.The modeled gravity was interpolated from observed gravity values.
 KV0733
 KV0733;                    North         East    Units  Estimated Accuracy
 KV0733;SPC NJ       -   178,590.      181,080.      MT  (+/- 180 meters Scaled)
 KV0733
 KV0733                          SUPERSEDED SURVEY CONTROL
 KV0733
 KV0733  NGVD 29 (04/16/92)    3.862  (m)           12.67   (f) ADJUSTED    1 2
 KV0733
 KV0733.Superseded values are not recommended for survey control.
 KV0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0733.See file dsdata.txt to determine how the superseded data were derived.
 KV0733
 KV0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK734771(NAD 83)
 KV0733_MARKER: DB = BENCH MARK DISK
 KV0733_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0733_SP_SET: BUILDING
 KV0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0733
 KV0733  HISTORY     - Date     Condition        Report By
 KV0733  HISTORY     - UNK      MONUMENTED       CGS
 KV0733  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0733  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KV0733
 KV0733                          STATION DESCRIPTION
 KV0733
 KV0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0733'AT KEANSBURG.
 KV0733'AT KEANSBURG, SET VERTICALLY IN THE SOUTH FACE AT THE SOUTHWEST
 KV0733'CORNER OF THE POST OFFICE, ABOUT 30 YARDS NORTH AND ACROSS
 KV0733'CHURCH STREET FROM THE NORTH CORNER OF THE CENTRAL RAILROAD OF
 KV0733'NEW JERSEY STATION, 30 FEET NORTH OF CENTER LINE OF CHURCH
 KV0733'STREET, 1/2 FOOT EAST OF SOUTHWEST CORNER OF BUILDING AND ABOUT
 KV0733'3 FEET ABOVE SIDE WALK.
 KV0733
 KV0733                          STATION RECOVERY (1986)
 KV0733
 KV0733'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0818 ***********************************************************************
 KU0818  DESIGNATION -  L 17
 KU0818  PID         -  KU0818
 KU0818  STATE/COUNTY-  NJ/MONMOUTH
 KU0818  USGS QUAD   -  SANDY HOOK (1981)
 KU0818
 KU0818                         *CURRENT SURVEY CONTROL
 KU0818  ___________________________________________________________________
 KU0818* NAD 83(1986)-  40 27 35.     (N)    073 59 49.     (W)     SCALED    
 KU0818* NAVD 88     -         2.679  (meters)       8.79   (feet)  ADJUSTED  
 KU0818  ___________________________________________________________________
 KU0818  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KU0818  DYNAMIC HT  -           2.677 (meters)       8.78  (feet)  COMP
 KU0818  MODELED GRAV-     980,201.6   (mgal)                       NAVD 88
 KU0818
 KU0818  VERT ORDER  -  FIRST     CLASS II
 KU0818
 KU0818.The horizontal coordinates were scaled from a topographic map and have
 KU0818.an estimated accuracy of +/- 6 seconds.
 KU0818
 KU0818.The orthometric height was determined by differential leveling
 KU0818.and adjusted by the National Geodetic Survey in May 2006..
 KU0818.WARNING-Repeat measurements at this control monument indicate possible
 KU0818.vertical movement.
 KU0818
 KU0818.The geoid height was determined by GEOID03.
 KU0818
 KU0818.The dynamic height is computed by dividing the NAVD 88
 KU0818.geopotential number by the normal gravity value computed on the
 KU0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0818.degrees latitude (g = 980.6199 gals.).
 KU0818
 KU0818.The modeled gravity was interpolated from observed gravity values.
 KU0818
 KU0818;                    North         East    Units  Estimated Accuracy
 KU0818;SPC NJ       -   180,680.      192,660.      MT  (+/- 180 meters Scaled)
 KU0818
 KU0818                          SUPERSEDED SURVEY CONTROL
 KU0818
 KU0818  NAVD 88 (06/15/91)    2.680  (m)            8.79   (f) UNKNOWN     1 2
 KU0818  NGVD 29 (04/16/92)    2.997  (m)            9.83   (f) ADJUSTED    1 2
 KU0818
 KU0818.Superseded values are not recommended for survey control.
 KU0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0818.See file dsdata.txt to determine how the superseded data were derived.
 KU0818
 KU0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK850792(NAD 83)
 KU0818_MARKER: DB = BENCH MARK DISK
 KU0818_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KU0818+WITH SETTING: PAVEMENT
 KU0818_SP_SET: TOWER BASE
 KU0818_STAMPING: L 17 1940
 KU0818_MARK LOGO: CGS   
 KU0818_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0818+STABILITY: SURFACE MOTION
 KU0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0818+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2003
 KU0818
 KU0818  HISTORY     - Date     Condition        Report By
 KU0818  HISTORY     - 1940     MONUMENTED       CGS
 KU0818  HISTORY     - 1964     GOOD             NGS
 KU0818  HISTORY     - 1979     GOOD             NGS
 KU0818  HISTORY     - 19920725 MARK NOT FOUND   USPSQD
 KU0818  HISTORY     - 19950622 GOOD             NJGS
 KU0818  HISTORY     - 19950630 GOOD             USPSQD
 KU0818  HISTORY     - 19960627 GOOD             USPSQD
 KU0818  HISTORY     - 20030523 GOOD             NJGS
 KU0818
 KU0818                          STATION DESCRIPTION
 KU0818
 KU0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KU0818'0.4 MI SE FROM FORT HANCOCK.
 KU0818'0.15 MILE SOUTH ALONG MAGRUDER ROAD FROM THE LIGHTHOUSE, THENCE
 KU0818'0.2 MILE EAST ALONG GUNNISON ROAD, 94.0 FEET SOUTH OF THE
 KU0818'CENTER LINE OF GUNNISON ROAD, 114.0 FEET SOUTHEAST OF POWER LINE
 KU0818'POLE NUMBER 2-68, 78.0 FEET SOUTH OF A RED AND WHITE POWER LINE
 KU0818'POLE NUMBER 2-69, ABOUT 2 FEET ABOVE GUNNISON ROAD AND IS SET
 KU0818'IN THE TOP OF A CONCRETE BASE TO AND OLD ABANDONED TOWER.
 KU0818
 KU0818                          STATION RECOVERY (1979)
 KU0818
 KU0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KU0818'RECOVERED IN GOOD CONDITION.
 KU0818
 KU0818                          STATION RECOVERY (1992)
 KU0818
 KU0818'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0818'MARK NOT FOUND.
 KU0818
 KU0818                          STATION RECOVERY (1995)
 KU0818
 KU0818'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KU0818'THE STATION IS LOCATED ON THE SANDY HOOK PENINSULA ON THE GROUNDS OF
 KU0818'THE FORT HANCOCK MILITARY RESERVATION, NOW A PART OF THE GATEWAY
 KU0818'NATIONAL RECREATION AREA.  TO REACH THE STATION FROM THE INTERSECTION
 KU0818'OF GUNNISON ROAD AND MAGRUDER ROAD, ABOUT 0.15 MI (0.24 KM) SOUTH FROM
 KU0818'THE SANDY HOOK LIGHTHOUSE, GO ABOUT 0.2 MI (0.3 KM) EAST ON GUNNISON
 KU0818'ROAD TO THE INTERSECTION WITH ATLANTIC DRIVE AND THE STATION ON THE
 KU0818'RIGHT, SET FLUSH IN THE TOP OF A 1.1 M (3.6 FT) SQUARE CONCRETE BASE
 KU0818'WITH THREE LARGE PROTRUDING BOLTS FOR A FORMER AND ABANDONED TOWER.
 KU0818'THE STATION IS 10 M (32.8 FT) WEST FROM THE CENTERLINE OF ATLANTIC
 KU0818'DRIVE, 94 FT (28.7 M) SOUTH FROM THE CENTERLINE OF GUNNISON ROAD AND
 KU0818'5.7 M (18.7 FT) NORTH FROM THE NORTH CORNER OF A CONCRETE HUT.
 KU0818
 KU0818                          STATION RECOVERY (1995)
 KU0818
 KU0818'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU0818'RECOVERED IN GOOD CONDITION.
 KU0818
 KU0818                          STATION RECOVERY (1996)
 KU0818
 KU0818'RECOVERY NOTE BY US POWER SQUADRON 1996
 KU0818'RECOVERED IN GOOD CONDITION.
 KU0818
 KU0818                          STATION RECOVERY (2003)
 KU0818
 KU0818'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 KU0818'THE STATION IS LOCATED IN THE GATEWAY NATIONAL RECREATION AREA, SANDY
 KU0818'HOOK.
 KU0818' 
 KU0818'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 36 AND COUNTY
 KU0818'ROUTE 520 AT THE  BRIDGE OVER THE SHREWSBURY RIVER IN SEA BRIGHT, GO
 KU0818'ABOUT 2.0 MILES NORTH ON STATE  ROUTE 36 TO THE JUNCTION WITH SANDY
 KU0818'HOOK ROAD, CONTINUE AHEAD, NORTH ON SANDY  HOOK ROAD INTO THE PARK FOR
 KU0818'ANOTHER 3.7 MILES TO THE JUNCTION WITH ATLANTIC AVENUE,  TURN RIGHT
 KU0818'AND GO 0.2 OF A MILE EAST ON ATLANTIC AVENUE TO A LEFT TURN AT THE
 KU0818'JUNCTION  WITH GUNNISON ROAD, TURN LEFT AND GO 0.9 MILE NORTH TO A
 KU0818'LEFT TURN WEST, PROCEED 0.2 OF  A MILE WEST TO THE STATION ACROSS THE
 KU0818'INTERSECTION ON THE RIGHT IN A SMALL WOODED AREA  AT THE SOUTHEAST
 KU0818'CORNER OF A PARKING LOT, NORTH OF THE EXIT DRIVE FROM THE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1709 ***********************************************************************
 KV1709  DESIGNATION -  L 18
 KV1709  PID         -  KV1709
 KV1709  STATE/COUNTY-  NJ/WARREN
 KV1709  USGS QUAD   -  EASTON (1994)
 KV1709
 KV1709                         *CURRENT SURVEY CONTROL
 KV1709  ___________________________________________________________________
 KV1709* NAD 83(1986)-  40 40 45.     (N)    075 10 41.     (W)     SCALED    
 KV1709* NAVD 88     -        57.641  (meters)     189.11   (feet)  ADJUSTED  
 KV1709  ___________________________________________________________________
 KV1709  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KV1709  DYNAMIC HT  -          57.614 (meters)     189.02  (feet)  COMP
 KV1709  MODELED GRAV-     980,155.7   (mgal)                       NAVD 88
 KV1709
 KV1709  VERT ORDER  -  FIRST     CLASS II
 KV1709
 KV1709.The horizontal coordinates were scaled from a topographic map and have
 KV1709.an estimated accuracy of +/- 6 seconds.
 KV1709
 KV1709.The orthometric height was determined by differential leveling
 KV1709.and adjusted by the National Geodetic Survey in June 1991..
 KV1709
 KV1709.The geoid height was determined by GEOID03.
 KV1709
 KV1709.The dynamic height is computed by dividing the NAVD 88
 KV1709.geopotential number by the normal gravity value computed on the
 KV1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1709.degrees latitude (g = 980.6199 gals.).
 KV1709
 KV1709.The modeled gravity was interpolated from observed gravity values.
 KV1709
 KV1709;                    North         East    Units  Estimated Accuracy
 KV1709;SPC NJ       -   205,140.       92,680.      MT  (+/- 180 meters Scaled)
 KV1709
 KV1709                          SUPERSEDED SURVEY CONTROL
 KV1709
 KV1709  NGVD 29 (??/??/??)   57.871  (m)          189.87   (f) ADJUSTED    1 2
 KV1709
 KV1709.Superseded values are not recommended for survey control.
 KV1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1709.See file dsdata.txt to determine how the superseded data were derived.
 KV1709
 KV1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL849031(NAD 83)
 KV1709_MARKER: DB = BENCH MARK DISK
 KV1709_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1709_SP_SET: CONCRETE
 KV1709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1709
 KV1709  HISTORY     - Date     Condition        Report By
 KV1709  HISTORY     - 1935     MONUMENTED       CGS
 KV1709
 KV1709                          STATION DESCRIPTION
 KV1709
 KV1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1709'1.7 MI S FROM PHILLIPSBURG.
 KV1709'AT KENT STATION ON PENNSYLVANIA RAILROAD BRIDGE NO. 48.98, 25
 KV1709'FEET WEST OF MAIN TRACK ON SOUTH WINGWALL BETWEEN TWO BRIDGES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1710 ***********************************************************************
 KV1710  DESIGNATION -  L 18 RESET
 KV1710  PID         -  KV1710
 KV1710  STATE/COUNTY-  NJ/WARREN
 KV1710  USGS QUAD   -  EASTON (1994)
 KV1710
 KV1710                         *CURRENT SURVEY CONTROL
 KV1710  ___________________________________________________________________
 KV1710* NAD 83(1986)-  40 40 45.     (N)    075 10 41.     (W)     SCALED    
 KV1710* NAVD 88     -        58.135  (meters)     190.73   (feet)  ADJUSTED  
 KV1710  ___________________________________________________________________
 KV1710  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KV1710  DYNAMIC HT  -          58.107 (meters)     190.64  (feet)  COMP
 KV1710  MODELED GRAV-     980,155.7   (mgal)                       NAVD 88
 KV1710
 KV1710  VERT ORDER  -  FIRST     CLASS I
 KV1710
 KV1710.The horizontal coordinates were scaled from a topographic map and have
 KV1710.an estimated accuracy of +/- 6 seconds.
 KV1710
 KV1710.The orthometric height was determined by differential leveling
 KV1710.and adjusted by the National Geodetic Survey in June 1991..
 KV1710
 KV1710.The geoid height was determined by GEOID03.
 KV1710
 KV1710.The dynamic height is computed by dividing the NAVD 88
 KV1710.geopotential number by the normal gravity value computed on the
 KV1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1710.degrees latitude (g = 980.6199 gals.).
 KV1710
 KV1710.The modeled gravity was interpolated from observed gravity values.
 KV1710
 KV1710;                    North         East    Units  Estimated Accuracy
 KV1710;SPC NJ       -   205,140.       92,680.      MT  (+/- 180 meters Scaled)
 KV1710
 KV1710                          SUPERSEDED SURVEY CONTROL
 KV1710
 KV1710  NGVD 29 (01/10/92)   58.361  (m)          191.47   (f) ADJUSTED    1 1
 KV1710
 KV1710.Superseded values are not recommended for survey control.
 KV1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1710.See file dsdata.txt to determine how the superseded data were derived.
 KV1710
 KV1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL849031(NAD 83)
 KV1710_MARKER: DD = SURVEY DISK
 KV1710_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1710_SP_SET: RETAINING WALL
 KV1710_STAMPING: L 18 1935 RESET 1946
 KV1710_MARK LOGO: NJGS  
 KV1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1710+STABILITY: SURFACE MOTION
 KV1710_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1710+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1989
 KV1710
 KV1710  HISTORY     - Date     Condition        Report By
 KV1710  HISTORY     - 1946     MONUMENTED       PRR
 KV1710  HISTORY     - 1961     GOOD             CGS
 KV1710  HISTORY     - 19891010 GOOD             NJGS
 KV1710
 KV1710                          STATION DESCRIPTION
 KV1710
 KV1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV1710'1.7 MI SE FROM PHILLIPSBURG.
 KV1710'1.7 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV1710'STATION AT PHILLIPSBURG, WARREN COUNTY, AT A LARGE BRIDGE OVER
 KV1710'A CREEK, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 KV1710'ABUTMENT, 8.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF A SIDETRACK,
 KV1710'AND 1 FOOT BELOW THE LEVEL OF THE TRACK.  A STANDARD DISK.
 KV1710'NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION
 KV1710'DETERMINED BY ENGINEERS OF THE PENNSYLVANIA RAILROAD IN SEPTEMBER
 KV1710'1946.
 KV1710
 KV1710                          STATION RECOVERY (1989)
 KV1710
 KV1710'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV1710'3.8 KM (2.35 MI) NORTH ALONG THE RAILROAD FROM THE CARPENTERSVILLE
 KV1710'ROAD CROSSING THE SAME RAILROAD NORTH OF CARPENTERSVILLE, AT THE LARGE
 KV1710'RAILROAD BRIDGE SPANNING THE LAPATCONG CREEK, THE SAME BRIDGE IS WEST
 KV1710'OF THE PHILLIPSBURG SEWAGE TREATMENT PLANT, MARK SET ON THE SOUTHWEST
 KV1710'ABUTMENT OF THE BRIDGE, 0.3 M (1.0 FT) BELOW TRACK LEVEL, 2.3 M
 KV1710'(7.5 FT) WEST OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1397 ***********************************************************************
 KV1397  DESIGNATION -  L 19
 KV1397  PID         -  KV1397
 KV1397  STATE/COUNTY-  NJ/SOMERSET
 KV1397  USGS QUAD   -  RARITAN (1981)
 KV1397
 KV1397                         *CURRENT SURVEY CONTROL
 KV1397  ___________________________________________________________________
 KV1397* NAD 83(1986)-  40 32 11.     (N)    074 38 30.     (W)     SCALED    
 KV1397* NAVD 88     -        31.347  (meters)     102.84   (feet)  ADJUSTED  
 KV1397  ___________________________________________________________________
 KV1397  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KV1397  DYNAMIC HT  -          31.333 (meters)     102.80  (feet)  COMP
 KV1397  MODELED GRAV-     980,173.5   (mgal)                       NAVD 88
 KV1397
 KV1397  VERT ORDER  -  SECOND    CLASS 0
 KV1397
 KV1397.The horizontal coordinates were scaled from a topographic map and have
 KV1397.an estimated accuracy of +/- 6 seconds.
 KV1397
 KV1397.The orthometric height was determined by differential leveling
 KV1397.and adjusted by the National Geodetic Survey in June 1991..
 KV1397
 KV1397.The geoid height was determined by GEOID03.
 KV1397
 KV1397.The dynamic height is computed by dividing the NAVD 88
 KV1397.geopotential number by the normal gravity value computed on the
 KV1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1397.degrees latitude (g = 980.6199 gals.).
 KV1397
 KV1397.The modeled gravity was interpolated from observed gravity values.
 KV1397
 KV1397;                    North         East    Units  Estimated Accuracy
 KV1397;SPC NJ       -   189,080.      138,000.      MT  (+/- 180 meters Scaled)
 KV1397
 KV1397                          SUPERSEDED SURVEY CONTROL
 KV1397
 KV1397  NGVD 29 (??/??/??)   31.614  (m)          103.72   (f) ADJUSTED    2 0
 KV1397
 KV1397.Superseded values are not recommended for survey control.
 KV1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1397.See file dsdata.txt to determine how the superseded data were derived.
 KV1397
 KV1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK303873(NAD 83)
 KV1397_MARKER: DB = BENCH MARK DISK
 KV1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1397_STAMPING: L 19 1935
 KV1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1397+STABILITY: SURFACE MOTION
 KV1397
 KV1397  HISTORY     - Date     Condition        Report By
 KV1397  HISTORY     - 1935     MONUMENTED       CGS
 KV1397  HISTORY     - 19940507 MARK NOT FOUND   USPSQD
 KV1397  HISTORY     - 20021130 MARK NOT FOUND   USPSQD
 KV1397
 KV1397                          STATION DESCRIPTION
 KV1397
 KV1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1397'2.9 MI W FROM SOMERVILLE.
 KV1397'2.9 MILES WEST ALONG THE CENTRAL RAILROAD CO. OF NEW JERSEY
 KV1397'RAILROAD FROM THE COUNTY COURTHOUSE AT SOMERVILLE, SOMERSET
 KV1397'COUNTY, 0.5 MILE EAST OF MILEPOST 3, 25 FEET WEST OF A STATION,
 KV1397'36 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND IN LINE WITH
 KV1397'A ROW OF POLES.
 KV1397
 KV1397                          STATION RECOVERY (1994)
 KV1397
 KV1397'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1397'MARK NOT FOUND.
 KV1397
 KV1397                          STATION RECOVERY (2002)
 KV1397
 KV1397'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV1397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0681 ***********************************************************************
 KV0681  DESIGNATION -  L 20
 KV0681  PID         -  KV0681
 KV0681  STATE/COUNTY-  NJ/ESSEX
 KV0681  USGS QUAD   -  ORANGE (1981)
 KV0681
 KV0681                         *CURRENT SURVEY CONTROL
 KV0681  ___________________________________________________________________
 KV0681* NAD 83(1986)-  40 46 20.     (N)    074 14 04.     (W)     SCALED    
 KV0681* NAVD 88     -        61.956  (meters)     203.27   (feet)  ADJUSTED  
 KV0681  ___________________________________________________________________
 KV0681  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KV0681  DYNAMIC HT  -          61.930 (meters)     203.18  (feet)  COMP
 KV0681  MODELED GRAV-     980,202.7   (mgal)                       NAVD 88
 KV0681
 KV0681  VERT ORDER  -  SECOND    CLASS 0
 KV0681
 KV0681.The horizontal coordinates were scaled from a topographic map and have
 KV0681.an estimated accuracy of +/- 6 seconds.
 KV0681
 KV0681.The orthometric height was determined by differential leveling
 KV0681.and adjusted by the National Geodetic Survey in June 1991..
 KV0681
 KV0681.The geoid height was determined by GEOID03.
 KV0681
 KV0681.The dynamic height is computed by dividing the NAVD 88
 KV0681.geopotential number by the normal gravity value computed on the
 KV0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0681.degrees latitude (g = 980.6199 gals.).
 KV0681
 KV0681.The modeled gravity was interpolated from observed gravity values.
 KV0681
 KV0681;                    North         East    Units  Estimated Accuracy
 KV0681;SPC NJ       -   215,290.      172,420.      MT  (+/- 180 meters Scaled)
 KV0681
 KV0681                          SUPERSEDED SURVEY CONTROL
 KV0681
 KV0681  NGVD 29 (??/??/??)   62.269  (m)          204.29   (f) ADJUSTED    2 0
 KV0681
 KV0681.Superseded values are not recommended for survey control.
 KV0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0681.See file dsdata.txt to determine how the superseded data were derived.
 KV0681
 KV0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL646137(NAD 83)
 KV0681_MARKER: DB = BENCH MARK DISK
 KV0681_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0681_SP_SET: UNDERPASS
 KV0681_STAMPING: L 20 1935
 KV0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0681
 KV0681  HISTORY     - Date     Condition        Report By
 KV0681  HISTORY     - 1935     MONUMENTED       CGS
 KV0681  HISTORY     - 1979     GOOD             NGS
 KV0681
 KV0681                          STATION DESCRIPTION
 KV0681
 KV0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0681'AT ORANGE.
 KV0681'AT ORANGE, ESSEX COUNTY, AT THE DELAWARE, LACKAWANNA AND WESTERN
 KV0681'RAILROAD STATION, OPPOSITE A FREIGHT HOUSE, AT A STREET UNDERPASS
 KV0681'NORTH OF THE STATION, AT THE WEST SIDE OF THE BANISTER, AND
 KV0681'IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE.  A STANDARD
 KV0681'DISK, STAMPED L 20 1935.
 KV0681
 KV0681                          STATION RECOVERY (1979)
 KV0681
 KV0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0681'NOT LEVELED TO IN THE 1979 LEVELING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1234 ***********************************************************************
 KV1234  DESIGNATION -  L 23
 KV1234  PID         -  KV1234
 KV1234  STATE/COUNTY-  NJ/WARREN
 KV1234  USGS QUAD   -  WASHINGTON (1976)
 KV1234
 KV1234                         *CURRENT SURVEY CONTROL
 KV1234  ___________________________________________________________________
 KV1234* NAD 83(1986)-  40 52 21.     (N)    074 59 45.     (W)     SCALED    
 KV1234* NAVD 88     -       116.332  (meters)     381.67   (feet)  ADJUSTED  
 KV1234  ___________________________________________________________________
 KV1234  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KV1234  DYNAMIC HT  -         116.280 (meters)     381.50  (feet)  COMP
 KV1234  MODELED GRAV-     980,180.8   (mgal)                       NAVD 88
 KV1234
 KV1234  VERT ORDER  -  SECOND    CLASS 0
 KV1234
 KV1234.The horizontal coordinates were scaled from a topographic map and have
 KV1234.an estimated accuracy of +/- 6 seconds.
 KV1234
 KV1234.The orthometric height was determined by differential leveling
 KV1234.and adjusted by the National Geodetic Survey in June 1991..
 KV1234
 KV1234.The geoid height was determined by GEOID03.
 KV1234
 KV1234.The dynamic height is computed by dividing the NAVD 88
 KV1234.geopotential number by the normal gravity value computed on the
 KV1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1234.degrees latitude (g = 980.6199 gals.).
 KV1234
 KV1234.The modeled gravity was interpolated from observed gravity values.
 KV1234
 KV1234;                    North         East    Units  Estimated Accuracy
 KV1234;SPC NJ       -   226,510.      108,210.      MT  (+/- 180 meters Scaled)
 KV1234
 KV1234                          SUPERSEDED SURVEY CONTROL
 KV1234
 KV1234  NGVD 29 (??/??/??)  116.537  (m)          382.34   (f) ADJUSTED    2 0
 KV1234
 KV1234.Superseded values are not recommended for survey control.
 KV1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1234.See file dsdata.txt to determine how the superseded data were derived.
 KV1234
 KV1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL003246(NAD 83)
 KV1234_MARKER: DB = BENCH MARK DISK
 KV1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1234_STAMPING: L 23 1942
 KV1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1234+STABILITY: SURFACE MOTION
 KV1234
 KV1234  HISTORY     - Date     Condition        Report By
 KV1234  HISTORY     - 1942     MONUMENTED       CGS
 KV1234  HISTORY     - 19950910 MARK NOT FOUND   USPSQD
 KV1234
 KV1234                          STATION DESCRIPTION
 KV1234
 KV1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1234'3.2 MI S FROM HOPE.
 KV1234'3.2 MILES SOUTH ALONG STATE HIGHWAY 543 FROM THE POST OFFICE AT
 KV1234'HOPE, WARREN COUNTY, 80.4 FEET SOUTHEAST ACROSS THE HIGHWAY FROM
 KV1234'THE SOUTH CORNER OF A 2-STORY WHITE HOUSE, 27.4 FEET SOUTHEAST
 KV1234'OF THE CENTERLINE OF THE HIGHWAY, 9 FEET NORTHWEST OF THE NORTH
 KV1234'CORNER OF A GARAGE, 1.5 FEET NORTHEAST OF A FENCE, AND ABOUT 5
 KV1234'FEET HIGHER THAN THE HIGHWAY.
 KV1234
 KV1234                          STATION RECOVERY (1995)
 KV1234
 KV1234'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1334 ***********************************************************************
 KV1334  DESIGNATION -  L 24
 KV1334  PID         -  KV1334
 KV1334  STATE/COUNTY-  NJ/MORRIS
 KV1334  USGS QUAD   -  CHESTER (1981)
 KV1334
 KV1334                         *CURRENT SURVEY CONTROL
 KV1334  ___________________________________________________________________
 KV1334* NAD 83(1986)-  40 49 32.     (N)    074 42 58.     (W)     SCALED    
 KV1334* NAVD 88     -       197.406  (meters)     647.66   (feet)  ADJUSTED  
 KV1334  ___________________________________________________________________
 KV1334  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KV1334  DYNAMIC HT  -         197.316 (meters)     647.36  (feet)  COMP
 KV1334  MODELED GRAV-     980,164.1   (mgal)                       NAVD 88
 KV1334
 KV1334  VERT ORDER  -  SECOND    CLASS 0
 KV1334
 KV1334.The horizontal coordinates were scaled from a topographic map and have
 KV1334.an estimated accuracy of +/- 6 seconds.
 KV1334
 KV1334.The orthometric height was determined by differential leveling
 KV1334.and adjusted by the National Geodetic Survey in June 1991..
 KV1334
 KV1334.The geoid height was determined by GEOID03.
 KV1334
 KV1334.The dynamic height is computed by dividing the NAVD 88
 KV1334.geopotential number by the normal gravity value computed on the
 KV1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1334.degrees latitude (g = 980.6199 gals.).
 KV1334
 KV1334.The modeled gravity was interpolated from observed gravity values.
 KV1334
 KV1334;                    North         East    Units  Estimated Accuracy
 KV1334;SPC NJ       -   221,200.      131,770.      MT  (+/- 180 meters Scaled)
 KV1334
 KV1334                          SUPERSEDED SURVEY CONTROL
 KV1334
 KV1334  NGVD 29 (??/??/??)  197.629  (m)          648.39   (f) ADJUSTED    2 0
 KV1334
 KV1334.Superseded values are not recommended for survey control.
 KV1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1334.See file dsdata.txt to determine how the superseded data were derived.
 KV1334
 KV1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL239194(NAD 83)
 KV1334_MARKER: DB = BENCH MARK DISK
 KV1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1334_STAMPING: L 24 1942
 KV1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1334+STABILITY: SURFACE MOTION
 KV1334
 KV1334  HISTORY     - Date     Condition        Report By
 KV1334  HISTORY     - 1942     MONUMENTED       CGS
 KV1334  HISTORY     - 1954     MARK NOT FOUND   USGS
 KV1334
 KV1334                          STATION DESCRIPTION
 KV1334
 KV1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1334'4.4 MI E FROM LONG VALLEY.
 KV1334'4.4 MILES EAST ALONG THE CENTRAL RAILROAD OF NEW HERSEY FROM THE
 KV1334'STATION AT LONG VALLEY, MORRIS COUNTY, 15.6 FEET NORTHEAST OF
 KV1334'MILEPOST 16, 41.3 FEET WEST OF A POLE, 24.9 FEET SOUTHEAST OF THE
 KV1334'CENTERLINE OF THE TRACK, AND ABOUT 5 FEET HIGHER THAN THE TRACK.
 KV1334
 KV1334                          STATION RECOVERY (1954)
 KV1334
 KV1334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KV1334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1289 ***********************************************************************
 KV1289  DESIGNATION -  L 25
 KV1289  PID         -  KV1289
 KV1289  STATE/COUNTY-  NJ/MORRIS
 KV1289  USGS QUAD   -  HACKETTSTOWN (1976)
 KV1289
 KV1289                         *CURRENT SURVEY CONTROL
 KV1289  ___________________________________________________________________
 KV1289* NAD 83(1986)-  40 47 31.     (N)    074 50 21.     (W)     SCALED    
 KV1289* NAVD 88     -       290.659  (meters)     953.60   (feet)  ADJUSTED  
 KV1289  ___________________________________________________________________
 KV1289  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KV1289  DYNAMIC HT  -         290.522 (meters)     953.15  (feet)  COMP
 KV1289  MODELED GRAV-     980,145.2   (mgal)                       NAVD 88
 KV1289
 KV1289  VERT ORDER  -  SECOND    CLASS 0
 KV1289
 KV1289.The horizontal coordinates were scaled from a topographic map and have
 KV1289.an estimated accuracy of +/- 6 seconds.
 KV1289
 KV1289.The orthometric height was determined by differential leveling
 KV1289.and adjusted by the National Geodetic Survey in June 1991..
 KV1289
 KV1289.The geoid height was determined by GEOID03.
 KV1289
 KV1289.The dynamic height is computed by dividing the NAVD 88
 KV1289.geopotential number by the normal gravity value computed on the
 KV1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1289.degrees latitude (g = 980.6199 gals.).
 KV1289
 KV1289.The modeled gravity was interpolated from observed gravity values.
 KV1289
 KV1289;                    North         East    Units  Estimated Accuracy
 KV1289;SPC NJ       -   217,500.      121,380.      MT  (+/- 180 meters Scaled)
 KV1289
 KV1289                          SUPERSEDED SURVEY CONTROL
 KV1289
 KV1289  NGVD 29 (??/??/??)  290.884  (m)          954.34   (f) ADJUSTED    2 0
 KV1289
 KV1289.Superseded values are not recommended for survey control.
 KV1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1289.See file dsdata.txt to determine how the superseded data were derived.
 KV1289
 KV1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL135156(NAD 83)
 KV1289_MARKER: DB = BENCH MARK DISK
 KV1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1289_STAMPING: L 25 1942
 KV1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1289+STABILITY: SURFACE MOTION
 KV1289
 KV1289  HISTORY     - Date     Condition        Report By
 KV1289  HISTORY     - 1942     MONUMENTED       CGS
 KV1289  HISTORY     - 1973     GOOD             NGS
 KV1289  HISTORY     - 19950317 MARK NOT FOUND   NJGS
 KV1289  HISTORY     - 20060703 MARK NOT FOUND   GEOCAC
 KV1289
 KV1289                          STATION DESCRIPTION
 KV1289
 KV1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1289'1.6 MI SE FROM BEATTYSTOWN.
 KV1289'IN MORRIS COUNTY, 1.6 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE
 KV1289'CONCRETE BRIDGE OVER MUSCONETCONG RIVER AT BEATTYSTOWN, WARREN
 KV1289'COUNTY, 100 FEET SOUTH OF POLE BT-132, 53 FEET NORTH OF POLE
 KV1289'BT-131, 18.7 FEET EAST OF THE CENTERLINE OF THE ROAD, AND ABOUT
 KV1289'4 FEET HIGHER THAN THE ROAD.
 KV1289
 KV1289                          STATION RECOVERY (1973)
 KV1289
 KV1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KV1289'RECOVERED IN GOOD CONDITION.
 KV1289
 KV1289                          STATION RECOVERY (1995)
 KV1289
 KV1289'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1289'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV1289'SEARCH BY A TWO MAN PARTY.  CONSIDERABLE IMPROVEMENTS HAVE BEEN MADE
 KV1289'TO THE AREA SINCE THE LAST RECOVERY.
 KV1289
 KV1289                          STATION RECOVERY (2006)
 KV1289
 KV1289'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV1289'POLES BT-132 AND BT-131 LOCATED ON EAST SIDE OF KINGS HIGHWAY.  THE
 KV1289'FORMER FOUR FOOT BERM HAS BEEN GRADED TO A TWO FOOT LAWN.  MARK IS
 KV1289'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1174 ***********************************************************************
 KV1174  DESIGNATION -  L 26
 KV1174  PID         -  KV1174
 KV1174  STATE/COUNTY-  NJ/SOMERSET
 KV1174  USGS QUAD   -  BOUND BROOK (1995)
 KV1174
 KV1174                         *CURRENT SURVEY CONTROL
 KV1174  ___________________________________________________________________
 KV1174* NAD 83(1986)-  40 33 37.     (N)    074 32 54.     (W)     SCALED    
 KV1174* NAVD 88     -        11.164  (meters)      36.63   (feet)  ADJUSTED  
 KV1174  ___________________________________________________________________
 KV1174  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KV1174  DYNAMIC HT  -          11.159 (meters)      36.61  (feet)  COMP
 KV1174  MODELED GRAV-     980,180.1   (mgal)                       NAVD 88
 KV1174  OBS GRAVITY -     980,183.6   (mgal)                       GRAV_OBS
 KV1174
 KV1174  VERT ORDER  -  FIRST     CLASS II
 KV1174
 KV1174.The horizontal coordinates were scaled from a topographic map and have
 KV1174.an estimated accuracy of +/- 6 seconds.
 KV1174
 KV1174.The orthometric height was determined by differential leveling
 KV1174.and adjusted by the National Geodetic Survey in June 1991..
 KV1174.WARNING-Repeat measurements at this control monument indicate possible
 KV1174.vertical movement.
 KV1174
 KV1174.The geoid height was determined by GEOID03.
 KV1174
 KV1174.The dynamic height is computed by dividing the NAVD 88
 KV1174.geopotential number by the normal gravity value computed on the
 KV1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1174.degrees latitude (g = 980.6199 gals.).
 KV1174
 KV1174.The modeled gravity was interpolated from observed gravity values.
 KV1174.The observed gravity was obtained from relative gravimeter ties
 KV1174.to the IGSN71 gravity network.
 KV1174
 KV1174;                    North         East    Units  Estimated Accuracy
 KV1174;SPC NJ       -   191,720.      145,910.      MT  (+/- 180 meters Scaled)
 KV1174
 KV1174                          SUPERSEDED SURVEY CONTROL
 KV1174
 KV1174  NGVD 29 (01/10/92)   11.438  (m)           37.53   (f) ADJUSTED    1 2
 KV1174
 KV1174.Superseded values are not recommended for survey control.
 KV1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1174.See file dsdata.txt to determine how the superseded data were derived.
 KV1174
 KV1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK382900(NAD 83)
 KV1174_MARKER: DB = BENCH MARK DISK
 KV1174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1174_SP_SET: BRIDGE WINGWALL
 KV1174_STAMPING: L 26 1942
 KV1174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1174+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2002
 KV1174
 KV1174  HISTORY     - Date     Condition        Report By
 KV1174  HISTORY     - 1942     MONUMENTED       CGS
 KV1174  HISTORY     - 1978     GOOD             NGS
 KV1174  HISTORY     - 20021116 GOOD             USPSQD
 KV1174
 KV1174                          STATION DESCRIPTION
 KV1174
 KV1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1174'0.9 MI W FROM BOUND BROOK.
 KV1174'AT BOUND BROOK, SOMERSET COUNTY, 0.9 MILE WEST ALONG THE CENTRAL
 KV1174'RAILROAD OF NEW JERSEY FROM THE STATION, 0.1 MILE WEST OF
 KV1174'MILEPOST 31, JUST EAST OF THE CROSSING OF A TAR ROAD LEADING TO
 KV1174'THE SHERWIN-WILLIAMS PAINT CO. INSECTICIDE LABORATORIES, AT A
 KV1174'BRIDGE OVE A SMALL CREEK, IN THE TOP OF THE NORTHWEST WING WALL,
 KV1174'AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 KV1174
 KV1174                          STATION RECOVERY (1978)
 KV1174
 KV1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1174'RECOVERED IN GOOD CONDITION.
 KV1174
 KV1174                          STATION RECOVERY (2002)
 KV1174
 KV1174'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWS)
 KV1174'ACTUAL GPS  40 33.609N 74 32.896W.  THE SHERWIN-WILLIAMS PAINT COMPANY
 KV1174'IN PREVIOUS DESCRIPTION IS NO LONGER THERE.    FOLLOW EAST MAIN STREET
 KV1174'EAST OF THE COMMERCE BANK BALLPARK.  CONTINUE EAST 0.7 MILES PAST THE
 KV1174'ROUTE 287 OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1370 ***********************************************************************
 KV1370  DESIGNATION -  L 27
 KV1370  PID         -  KV1370
 KV1370  STATE/COUNTY-  NJ/HUNTERDON
 KV1370  USGS QUAD   -  FLEMINGTON (1977)
 KV1370
 KV1370                         *CURRENT SURVEY CONTROL
 KV1370  ___________________________________________________________________
 KV1370* NAD 83(1986)-  40 30 18.     (N)    074 52 09.     (W)     SCALED    
 KV1370* NAVD 88     -        57.321  (meters)     188.06   (feet)  ADJUSTED  
 KV1370  ___________________________________________________________________
 KV1370  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KV1370  DYNAMIC HT  -          57.294 (meters)     187.97  (feet)  COMP
 KV1370  MODELED GRAV-     980,153.6   (mgal)                       NAVD 88
 KV1370
 KV1370  VERT ORDER  -  SECOND    CLASS 0
 KV1370
 KV1370.The horizontal coordinates were scaled from a topographic map and have
 KV1370.an estimated accuracy of +/- 6 seconds.
 KV1370
 KV1370.The orthometric height was determined by differential leveling
 KV1370.and adjusted by the National Geodetic Survey in June 1991..
 KV1370
 KV1370.The geoid height was determined by GEOID03.
 KV1370
 KV1370.The dynamic height is computed by dividing the NAVD 88
 KV1370.geopotential number by the normal gravity value computed on the
 KV1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1370.degrees latitude (g = 980.6199 gals.).
 KV1370
 KV1370.The modeled gravity was interpolated from observed gravity values.
 KV1370
 KV1370;                    North         East    Units  Estimated Accuracy
 KV1370;SPC NJ       -   185,650.      118,710.      MT  (+/- 180 meters Scaled)
 KV1370
 KV1370                          SUPERSEDED SURVEY CONTROL
 KV1370
 KV1370  NGVD 29 (??/??/??)   57.564  (m)          188.86   (f) ADJUSTED    2 0
 KV1370
 KV1370.Superseded values are not recommended for survey control.
 KV1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1370.See file dsdata.txt to determine how the superseded data were derived.
 KV1370
 KV1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK110838(NAD 83)
 KV1370_MARKER: DB = BENCH MARK DISK
 KV1370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1370_SP_SET: BRIDGE WALL
 KV1370_STAMPING: L 27 1942
 KV1370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1370
 KV1370  HISTORY     - Date     Condition        Report By
 KV1370  HISTORY     - 1942     MONUMENTED       CGS
 KV1370  HISTORY     - 1956     GOOD             CGS
 KV1370  HISTORY     - 19950909 GOOD             USPSQD
 KV1370
 KV1370                          STATION DESCRIPTION
 KV1370
 KV1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1370'0.7 MI W FROM FLEMINGTON.
 KV1370'0.1 MILE SOUTH ALONG MAIN STREET FROM THE COUNTY COURTHOUSE AT
 KV1370'FLEMINGTON, THENCE 0.6 MILE WEST ALONG MINE STREET, ON TOP AND
 KV1370'AT THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A STONE AND
 KV1370'CONCRETE BRIDGE OVER MINE BROOK CREEK, 14.6 FEET SOUTH OF THE
 KV1370'CENTER LINE OF THE STREET, 2.4 FEET WEST OF THE EAST END OF THE
 KV1370'HEADWALL AND 6-INCHES ABOVE THE BRIDGE FLOOR.
 KV1370
 KV1370                          STATION RECOVERY (1995)
 KV1370
 KV1370'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1204 ***********************************************************************
 KV1204  DESIGNATION -  L 28
 KV1204  PID         -  KV1204
 KV1204  STATE/COUNTY-  NJ/HUNTERDON
 KV1204  USGS QUAD   -  HIGH BRIDGE (1970)
 KV1204
 KV1204                         *CURRENT SURVEY CONTROL
 KV1204  ___________________________________________________________________
 KV1204* NAD 83(1986)-  40 40 58.     (N)    074 55 17.     (W)     SCALED    
 KV1204* NAVD 88     -       116.971  (meters)     383.76   (feet)  ADJUSTED  
 KV1204  ___________________________________________________________________
 KV1204  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KV1204  DYNAMIC HT  -         116.917 (meters)     383.59  (feet)  COMP
 KV1204  MODELED GRAV-     980,167.5   (mgal)                       NAVD 88
 KV1204
 KV1204  VERT ORDER  -  FIRST     CLASS II
 KV1204
 KV1204.The horizontal coordinates were scaled from a topographic map and have
 KV1204.an estimated accuracy of +/- 6 seconds.
 KV1204
 KV1204.The orthometric height was determined by differential leveling
 KV1204.and adjusted by the National Geodetic Survey in June 1991..
 KV1204
 KV1204.The geoid height was determined by GEOID03.
 KV1204
 KV1204.The dynamic height is computed by dividing the NAVD 88
 KV1204.geopotential number by the normal gravity value computed on the
 KV1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1204.degrees latitude (g = 980.6199 gals.).
 KV1204
 KV1204.The modeled gravity was interpolated from observed gravity values.
 KV1204
 KV1204;                    North         East    Units  Estimated Accuracy
 KV1204;SPC NJ       -   205,410.      114,380.      MT  (+/- 180 meters Scaled)
 KV1204
 KV1204                          SUPERSEDED SURVEY CONTROL
 KV1204
 KV1204  NGVD 29 (??/??/??)  117.206  (m)          384.53   (f) ADJUSTED    1 2
 KV1204
 KV1204.Superseded values are not recommended for survey control.
 KV1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1204.See file dsdata.txt to determine how the superseded data were derived.
 KV1204
 KV1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL066035(NAD 83)
 KV1204_MARKER: DB = BENCH MARK DISK
 KV1204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1204_SP_SET: BRIDGE HEADWALL
 KV1204_STAMPING: L 28 1942
 KV1204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1204
 KV1204  HISTORY     - Date     Condition        Report By
 KV1204  HISTORY     - 1942     MONUMENTED       CGS
 KV1204  HISTORY     - 1950     GOOD             NJGS
 KV1204  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV1204
 KV1204                          STATION DESCRIPTION
 KV1204
 KV1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1204'1.2 MI SE FROM GLEN GARDNER.
 KV1204'1.2 MILES SOUTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 KV1204'FROM THE STATION AT GLEN GARDNER, HUNTERDON COUNTY, 3-1/2 RAILS
 KV1204'SOUTHEAST OF MILEPOST 54, AT A DIRT-ROAD UNDERPASS, IN THE TOP
 KV1204'OF THE NORTHWEST END OF THE SOUTHWEST WALL, AND ABOUT 4 FEET
 KV1204'LOWER THAN THE TRACK.
 KV1204
 KV1204                          STATION RECOVERY (1950)
 KV1204
 KV1204'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1950
 KV1204'RECOVERED IN GOOD CONDITION.
 KV1204
 KV1204                          STATION RECOVERY (1989)
 KV1204
 KV1204'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBD)
 KV1204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1381 ***********************************************************************
 KV1381  DESIGNATION -  L 29
 KV1381  PID         -  KV1381
 KV1381  STATE/COUNTY-  NJ/HUNTERDON
 KV1381  USGS QUAD   -  FLEMINGTON (1977)
 KV1381
 KV1381                         *CURRENT SURVEY CONTROL
 KV1381  ___________________________________________________________________
 KV1381* NAD 83(1986)-  40 33 17.     (N)    074 49 21.     (W)     SCALED    
 KV1381* NAVD 88     -        64.640  (meters)     212.07   (feet)  ADJUSTED  
 KV1381  ___________________________________________________________________
 KV1381  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KV1381  DYNAMIC HT  -          64.610 (meters)     211.97  (feet)  COMP
 KV1381  MODELED GRAV-     980,167.1   (mgal)                       NAVD 88
 KV1381
 KV1381  VERT ORDER  -  SECOND    CLASS 0
 KV1381
 KV1381.The horizontal coordinates were scaled from a topographic map and have
 KV1381.an estimated accuracy of +/- 6 seconds.
 KV1381
 KV1381.The orthometric height was determined by differential leveling
 KV1381.and adjusted by the National Geodetic Survey in June 1991..
 KV1381
 KV1381.The geoid height was determined by GEOID03.
 KV1381
 KV1381.The dynamic height is computed by dividing the NAVD 88
 KV1381.geopotential number by the normal gravity value computed on the
 KV1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1381.degrees latitude (g = 980.6199 gals.).
 KV1381
 KV1381.The modeled gravity was interpolated from observed gravity values.
 KV1381
 KV1381;                    North         East    Units  Estimated Accuracy
 KV1381;SPC NJ       -   191,160.      122,690.      MT  (+/- 180 meters Scaled)
 KV1381
 KV1381                          SUPERSEDED SURVEY CONTROL
 KV1381
 KV1381  NGVD 29 (??/??/??)   64.888  (m)          212.89   (f) ADJUSTED    2 0
 KV1381
 KV1381.Superseded values are not recommended for survey control.
 KV1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1381.See file dsdata.txt to determine how the superseded data were derived.
 KV1381
 KV1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK150893(NAD 83)
 KV1381_MARKER: DB = BENCH MARK DISK
 KV1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1381_STAMPING: L 29 1942
 KV1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1381+STABILITY: SURFACE MOTION
 KV1381
 KV1381  HISTORY     - Date     Condition        Report By
 KV1381  HISTORY     - 1942     MONUMENTED       CGS
 KV1381  HISTORY     - 1971     GOOD             NJDCED
 KV1381  HISTORY     - 20050416 GOOD             USPSQD
 KV1381
 KV1381                          STATION DESCRIPTION
 KV1381
 KV1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1381'2.5 MI NW FROM FLEMINGTON JUNCTION.
 KV1381'2.5 MILES NORTHEAST ALONG A TAR ROAD FROM THE LEHIGH VALLEY
 KV1381'RAILROAD STATION AT FLEMINGTON JUNCTION, HUNTERDON COUNTY, 54
 KV1381'FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A DIRT ROAD,
 KV1381'41.8 FEET WEST OF THE CENTERLINE OF THE TAR ROAD, 3 FEET SOUTH
 KV1381'OF A POWER-TRANSMISSION LINE POLE, AND 3 FEET NORTH OF A WITNESS
 KV1381'POST.
 KV1381
 KV1381                          STATION RECOVERY (1971)
 KV1381
 KV1381'RECOVERY NOTE BY NJ CONS AND ECON DEV 1971
 KV1381'RECOVERED IN GOOD CONDITION.
 KV1381
 KV1381                          STATION RECOVERY (2005)
 KV1381
 KV1381'RECOVERY NOTE BY US POWER SQUADRON 2005 (JC)
 KV1381'THE RAILROAD STATION IN FLEMINTON JUNCTION HAS BEEN REMOVED.  FROM THE
 KV1381'INTERSECTION OF RT 612 AND RT 523 IN FLEMINTON JUNCTION, PROCEED 2.5
 KV1381'MILES IN NE DIRECTION ON RT 523 TO INTERSECTION WITH WOODSCHURCH ROAD.
 KV1381'MARKER IS ON SE CORNER OF THIS INTERSECTION, 49.5 FEET SW OF THE
 KV1381'INTERSECTION CENTER, 36 FEET W OF THE CENTERLINE OF WOODSCHURCH ROAD,
 KV1381'UNDER A ROW OF PINE TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0542 ***********************************************************************
 JU0542  DESIGNATION -  L 3
 JU0542  PID         -  JU0542
 JU0542  STATE/COUNTY-  NJ/CAMDEN
 JU0542  USGS QUAD   -  CLEMENTON (1981)
 JU0542
 JU0542                         *CURRENT SURVEY CONTROL
 JU0542  ___________________________________________________________________
 JU0542* NAD 83(1986)-  39 47 30.     (N)    074 58 14.     (W)     SCALED    
 JU0542* NAVD 88     -        28.516  (meters)      93.56   (feet)  ADJUSTED  
 JU0542  ___________________________________________________________________
 JU0542  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JU0542  DYNAMIC HT  -          28.502 (meters)      93.51  (feet)  COMP
 JU0542  MODELED GRAV-     980,157.0   (mgal)                       NAVD 88
 JU0542
 JU0542  VERT ORDER  -  FIRST     CLASS I
 JU0542
 JU0542.The horizontal coordinates were scaled from a topographic map and have
 JU0542.an estimated accuracy of +/- 6 seconds.
 JU0542
 JU0542.The orthometric height was determined by differential leveling
 JU0542.and adjusted by the National Geodetic Survey in June 1991..
 JU0542
 JU0542.Photographs are available for this station.
 JU0542
 JU0542.The geoid height was determined by GEOID03.
 JU0542
 JU0542.The dynamic height is computed by dividing the NAVD 88
 JU0542.geopotential number by the normal gravity value computed on the
 JU0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0542.degrees latitude (g = 980.6199 gals.).
 JU0542
 JU0542.The modeled gravity was interpolated from observed gravity values.
 JU0542
 JU0542;                    North         East    Units  Estimated Accuracy
 JU0542;SPC NJ       -   106,490.      109,700.      MT  (+/- 180 meters Scaled)
 JU0542
 JU0542                          SUPERSEDED SURVEY CONTROL
 JU0542
 JU0542  NGVD 29 (??/??/??)   28.871  (m)           94.72   (f) ADJUSTED    1 1
 JU0542
 JU0542.Superseded values are not recommended for survey control.
 JU0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0542.See file dsdata.txt to determine how the superseded data were derived.
 JU0542
 JU0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK025046(NAD 83)
 JU0542_MARKER: DB = BENCH MARK DISK
 JU0542_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0542+WITH SETTING: PAVEMENT
 JU0542_SP_SET: SIGNAL BASE
 JU0542_STAMPING: 94.832 L 3 1924
 JU0542_MARK LOGO: CGS   
 JU0542_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0542+STABILITY: SURFACE MOTION
 JU0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0542+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1995
 JU0542
 JU0542  HISTORY     - Date     Condition        Report By
 JU0542  HISTORY     - 1924     MONUMENTED       CGS
 JU0542  HISTORY     - 1963     GOOD             CGS
 JU0542  HISTORY     - 1983     GOOD             USPSQD
 JU0542  HISTORY     - 19950313 GOOD             NJGS
 JU0542  HISTORY     - 20020615 GOOD             INDIV
 JU0542
 JU0542                          STATION DESCRIPTION
 JU0542
 JU0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0542'1.4 MI SE FROM CLEMENTON.
 JU0542'1.45 MILES SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0542'FROM THE STATION AT CLEMENTON, AT THE SITE OF THE FORMER PINE
 JU0542'VALLEY WAITING STATION, ABOUT 72 YARDS SOUTHEAST OF THE CROSSING
 JU0542'OF A BLACK TOP ROAD LEADING TO THE PINE VALLEY GOLF COURSE
 JU0542'(PRIVATE), SET ON TOP OF WEST CORNER OF A 2 1/2-FOOT BY 2 1/2-FOOT
 JU0542'CONCRETE FOUNDATION FOR AN ABANDONED SIGNAL, 134 FEET SOUTHEAST
 JU0542'OF SOUTH CORNER OF THE CONCRETE FOUNDATION OF THE FORMER STATION,
 JU0542'14 1/2 FEET WEST OF A TELEPHONE POLE, 8 FEET NORTHEAST OF
 JU0542'NORTHEAST RAIL, AND ABOUT LEVEL WITH TRACK.
 JU0542
 JU0542                          STATION RECOVERY (1983)
 JU0542
 JU0542'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU0542'RECOVERED IN GOOD CONDITION.
 JU0542
 JU0542                          STATION RECOVERY (1995)
 JU0542
 JU0542'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0542'THE STATION IS LOCATED IN PINE HILL BOROUGH ON THE NORTH SIDE OF THE
 JU0542'NEW JERSEY TRANSIT RAILROAD RIGHT OF WAY, ADJACENT TO THE PINE VALLEY
 JU0542'COUNTY CLUB.  TO REACH THE STATION FROM THE JUNCTION OF GIBBSBORO
 JU0542'ROAD, COUNTY ROAD 686 AND CLEMENTON BERLIN ROAD, COUNTY ROAD 534, IN
 JU0542'THE BOROUGH OF CLEMENTON, GO SOUTHEAST ON COUNTY ROAD 534 FOR 0.15 MI
 JU0542'(0.24 KM) TO THE TEE JUNCTION WITH EAST ATLANTIC AVENUE ON THE RIGHT.
 JU0542'TURN RIGHT AND GO SOUTHEAST ON EAST ATLANTIC AVENUE FOR 1.35 MI (2.17
 JU0542'KM) TO THE END OF TRUCK TRAVEL AT A BLACKTOP PAVED ROAD GRADE
 JU0542'CROSSING.  PARK TRUCK, PACK SOUTHEAST ALONG THE NORTH SIDE OF THE
 JU0542'TRACK FOR 210 FT (64.0 M) TO THE STATION AHEAD SET FLUSH IN THE TOP OF
 JU0542'THE NORTH CORNER OF A 2.5 FT (0.8 M) BY 2.5 FT (0.8 M) CONCRETE BASE
 JU0542'FOR ABANDONED SIGNAL.  THE STATION IS 8.5 FT (2.6 M) NORTHEAST FROM
 JU0542'THE NORTHEAST RAIL OF THE TRACK, 15 FT (4.6 M) WEST FROM THE SECOND
 JU0542'UTILITY POLE SOUTHEAST FROM THE GRADE CROSSING AND ABOUT LEVEL WITH
 JU0542'THE TRACK.
 JU0542
 JU0542                          STATION RECOVERY (2002)
 JU0542
 JU0542'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 JU0542'PORTABLE GPS READING
 JU0542'39.47.30.6
 JU0542'074.58.14.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0774 ***********************************************************************
 LY0774  DESIGNATION -  L 30
 LY0774  PID         -  LY0774
 LY0774  STATE/COUNTY-  NJ/SUSSEX
 LY0774  USGS QUAD   -  NEWTON WEST (1994)
 LY0774
 LY0774                         *CURRENT SURVEY CONTROL
 LY0774  ___________________________________________________________________
 LY0774* NAD 83(1986)-  41 05 40.     (N)    074 49 30.     (W)     SCALED    
 LY0774* NAVD 88     -       217.072  (meters)     712.18   (feet)  ADJUSTED  
 LY0774  ___________________________________________________________________
 LY0774  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 LY0774  DYNAMIC HT  -         216.977 (meters)     711.87  (feet)  COMP
 LY0774  MODELED GRAV-     980,179.2   (mgal)                       NAVD 88
 LY0774
 LY0774  VERT ORDER  -  SECOND    CLASS 0
 LY0774
 LY0774.The horizontal coordinates were scaled from a topographic map and have
 LY0774.an estimated accuracy of +/- 6 seconds.
 LY0774
 LY0774.The orthometric height was determined by differential leveling
 LY0774.and adjusted by the National Geodetic Survey in June 1991..
 LY0774
 LY0774.The geoid height was determined by GEOID03.
 LY0774
 LY0774.The dynamic height is computed by dividing the NAVD 88
 LY0774.geopotential number by the normal gravity value computed on the
 LY0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0774.degrees latitude (g = 980.6199 gals.).
 LY0774
 LY0774.The modeled gravity was interpolated from observed gravity values.
 LY0774
 LY0774;                    North         East    Units  Estimated Accuracy
 LY0774;SPC NJ       -   251,090.      122,700.      MT  (+/- 180 meters Scaled)
 LY0774
 LY0774                          SUPERSEDED SURVEY CONTROL
 LY0774
 LY0774  NGVD 29 (??/??/92)  217.271  (m)          712.83   (f) ADJ UNCH    2 0
 LY0774
 LY0774.Superseded values are not recommended for survey control.
 LY0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0774.See file dsdata.txt to determine how the superseded data were derived.
 LY0774
 LY0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL146492(NAD 83)
 LY0774_MARKER: DB = BENCH MARK DISK
 LY0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0774_STAMPING: L 30 1942
 LY0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0774+STABILITY: SURFACE MOTION
 LY0774
 LY0774  HISTORY     - Date     Condition        Report By
 LY0774  HISTORY     - 1942     MONUMENTED       CGS
 LY0774
 LY0774                          STATION DESCRIPTION
 LY0774
 LY0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0774'0.6 MI N FROM SWARTSWOOD.
 LY0774'0.2 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0774'AT SWARTSWOOD, THENCE 0.4 MILE NORTH ALONG A GRAVEL ROAD, AT AN
 LY0774'INTERSECTION OF THE GRAVEL ROAD AND A DIRT ROAD LEADING NORTH,
 LY0774'35 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 28 FEET
 LY0774'NORTHWEST OF THE CENTER LINE OF THE GRAVEL ROAD, 6.3 FEET
 LY0774'SOUTHWEST OF A FENCE, AND 1.5 FEET SOUTHEAST OF A STANDARD
 LY0774'REFERENCE POST.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 LY0774'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0483 ***********************************************************************
 LY0483  DESIGNATION -  L 31
 LY0483  PID         -  LY0483
 LY0483  STATE/COUNTY-  NJ/PASSAIC
 LY0483  USGS QUAD   -  GREENWOOD LAKE (1954)
 LY0483
 LY0483                         *CURRENT SURVEY CONTROL
 LY0483  ___________________________________________________________________
 LY0483* NAD 83(1986)-  41 08 15.     (N)    074 20 20.     (W)     SCALED    
 LY0483* NAVD 88     -       174.490  (meters)     572.47   (feet)  ADJUSTED  
 LY0483  ___________________________________________________________________
 LY0483  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LY0483  DYNAMIC HT  -         174.415 (meters)     572.23  (feet)  COMP
 LY0483  MODELED GRAV-     980,192.2   (mgal)                       NAVD 88
 LY0483
 LY0483  VERT ORDER  -  SECOND    CLASS 0
 LY0483
 LY0483.The horizontal coordinates were scaled from a topographic map and have
 LY0483.an estimated accuracy of +/- 6 seconds.
 LY0483
 LY0483.The orthometric height was determined by differential leveling
 LY0483.and adjusted by the National Geodetic Survey in June 1991..
 LY0483
 LY0483.The geoid height was determined by GEOID03.
 LY0483
 LY0483.The dynamic height is computed by dividing the NAVD 88
 LY0483.geopotential number by the normal gravity value computed on the
 LY0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0483.degrees latitude (g = 980.6199 gals.).
 LY0483
 LY0483.The modeled gravity was interpolated from observed gravity values.
 LY0483
 LY0483;                    North         East    Units  Estimated Accuracy
 LY0483;SPC NJ       -   255,830.      163,530.      MT  (+/- 180 meters Scaled)
 LY0483
 LY0483                          SUPERSEDED SURVEY CONTROL
 LY0483
 LY0483  NGVD 29 (??/??/92)  174.716  (m)          573.21   (f) ADJ UNCH    2 0
 LY0483
 LY0483.Superseded values are not recommended for survey control.
 LY0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0483.See file dsdata.txt to determine how the superseded data were derived.
 LY0483
 LY0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL554542(NAD 83)
 LY0483_MARKER: DB = BENCH MARK DISK
 LY0483_SETTING: 66 = SET IN ROCK OUTCROP
 LY0483_SP_SET: ROCK OUTCROP
 LY0483_STAMPING: L 31 1942
 LY0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0483+STABILITY: POSITION/ELEVATION WELL
 LY0483
 LY0483  HISTORY     - Date     Condition        Report By
 LY0483  HISTORY     - 1942     MONUMENTED       CGS
 LY0483  HISTORY     - 1979     POOR             NGS
 LY0483  HISTORY     - 19950912 GOOD             USPSQD
 LY0483  HISTORY     - 20041204 GOOD             GEOCAC
 LY0483
 LY0483                          STATION DESCRIPTION
 LY0483
 LY0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0483'1 MI E FROM BROWNS.
 LY0483'1.0 MILE SOUTHEAST ALONG A SURFACED ROAD FROM THE POST OFFICE
 LY0483'AT BROWNS, PASSAIC COUNTY, 175 FEET WEST OF A FRAME COTTAGE,
 LY0483'12 FEET NORTHWEST OF POLE C-26, 27.5 FEET NORTH OF THE CENTERLINE
 LY0483'OF THE ROAD, 2 FEET SOUTH OF A TRIANGULAR-BLAZED 10-INCH OAK
 LY0483'TREE, IN THE TOP OF A ROCK OUTCROP PAINTED BM, AND ABOUT 1 1/2
 LY0483'FEET HIGHER THAN THE ROAD.
 LY0483
 LY0483                          STATION RECOVERY (1979)
 LY0483
 LY0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0483'1.0 MILE SOUTHEAST ALONG GREENWOOD LAKE ROAD FROM THE POST OFFICE
 LY0483'AT BROWNS, 12 FEET NORTHWEST OF POWER POLE C-26, 27.5 FEET NORTH
 LY0483'OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A TRIANGULAR BLAZED
 LY0483'30-INCH OAK TREE, IN THE TOP OF A ROCK BOULDER.
 LY0483'THE MARK IS 1.5 FT ABOVE ROAD.
 LY0483
 LY0483                          STATION RECOVERY (1995)
 LY0483
 LY0483'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY0483'RECOVERED IN GOOD CONDITION.
 LY0483
 LY0483                          STATION RECOVERY (2004)
 LY0483
 LY0483'RECOVERY NOTE BY GEOCACHING 2004 (JRI)
 LY0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0500 ***********************************************************************
 LY0500  DESIGNATION -  L 32
 LY0500  PID         -  LY0500
 LY0500  STATE/COUNTY-  NJ/SUSSEX
 LY0500  USGS QUAD   -  PINE ISLAND (1969)
 LY0500
 LY0500                         *CURRENT SURVEY CONTROL
 LY0500  ___________________________________________________________________
 LY0500* NAD 83(1986)-  41 15 05.     (N)    074 28 42.     (W)     SCALED    
 LY0500* NAVD 88     -       126.635  (meters)     415.47   (feet)  ADJUSTED  
 LY0500  ___________________________________________________________________
 LY0500  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 LY0500  DYNAMIC HT  -         126.584 (meters)     415.30  (feet)  COMP
 LY0500  MODELED GRAV-     980,215.2   (mgal)                       NAVD 88
 LY0500
 LY0500  VERT ORDER  -  SECOND    CLASS 0
 LY0500
 LY0500.The horizontal coordinates were scaled from a topographic map and have
 LY0500.an estimated accuracy of +/- 6 seconds.
 LY0500
 LY0500.The orthometric height was determined by differential leveling
 LY0500.and adjusted by the National Geodetic Survey in June 1991..
 LY0500
 LY0500.The geoid height was determined by GEOID03.
 LY0500
 LY0500.The dynamic height is computed by dividing the NAVD 88
 LY0500.geopotential number by the normal gravity value computed on the
 LY0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0500.degrees latitude (g = 980.6199 gals.).
 LY0500
 LY0500.The modeled gravity was interpolated from observed gravity values.
 LY0500
 LY0500;                    North         East    Units  Estimated Accuracy
 LY0500;SPC NJ       -   268,460.      151,820.      MT  (+/- 180 meters Scaled)
 LY0500
 LY0500                          SUPERSEDED SURVEY CONTROL
 LY0500
 LY0500  NGVD 29 (??/??/92)  126.848  (m)          416.17   (f) ADJ UNCH    2 0
 LY0500
 LY0500.Superseded values are not recommended for survey control.
 LY0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0500.See file dsdata.txt to determine how the superseded data were derived.
 LY0500
 LY0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL437667(NAD 83)
 LY0500_MARKER: DB = BENCH MARK DISK
 LY0500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0500_SP_SET: BRIDGE
 LY0500_STAMPING: L 32 1942
 LY0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0500
 LY0500  HISTORY     - Date     Condition        Report By
 LY0500  HISTORY     - 1942     MONUMENTED       CGS
 LY0500  HISTORY     - 1984     GOOD             USPSQD
 LY0500
 LY0500                          STATION DESCRIPTION
 LY0500
 LY0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0500'4.2 MI NW FROM VERNON.
 LY0500'4.2 MILES NORTHWEST ALONG A SURFACED ROAD FROM THE POST OFFICE
 LY0500'AT VERNON, SUSSEX COUNTY, 37.5 FEET NORTHWEST OF THE NORTHWEST
 LY0500'CORNER OF A BARN AT A CONCRETE BRIDGE, IN THE NORTHEAST WING
 LY0500'WALL, 95 FEET NORTH OF THE CENTERLINE OF THE SIDE ROAD TO
 LY0500'GLENWOOD, AND 12.5 FEET EAST OF THE CENTERLINE OF THE MAIN ROAD.
 LY0500
 LY0500                          STATION RECOVERY (1984)
 LY0500
 LY0500'RECOVERY NOTE BY US POWER SQUADRON 1984
 LY0500'THE SURVEY SITE WAS REACHED FROM VERNON BY GOING NORTHWEST ON COUNTY
 LY0500'HWY. 644 TO COUNTY HWY. 517 AND THEN NORTHEAST ON HWY. 517 TO THE
 LY0500'SITE. THE POST OFFICE HAS MOVED. IT WAS LOCATED CLOSE TO WHAT IS NOW
 LY0500'THE INTERSECTION OF COUNTY HWY. 644 AND STATE HWY. 94. THE MARK IS IN
 LY0500'THE NORTHEAST WING WALL OF A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0817 ***********************************************************************
 LY0817  DESIGNATION -  L 34
 LY0817  PID         -  LY0817
 LY0817  STATE/COUNTY-  NJ/SUSSEX
 LY0817  USGS QUAD   -  BRANCHVILLE (1995)
 LY0817
 LY0817                         *CURRENT SURVEY CONTROL
 LY0817  ___________________________________________________________________
 LY0817* NAD 83(1986)-  41 14 35.     (N)    074 40 46.     (W)     SCALED    
 LY0817* NAVD 88     -       287.743  (meters)     944.04   (feet)  ADJUSTED  
 LY0817  ___________________________________________________________________
 LY0817  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 LY0817  DYNAMIC HT  -         287.619 (meters)     943.63  (feet)  COMP
 LY0817  MODELED GRAV-     980,184.5   (mgal)                       NAVD 88
 LY0817
 LY0817  VERT ORDER  -  SECOND    CLASS 0
 LY0817
 LY0817.The horizontal coordinates were scaled from a topographic map and have
 LY0817.an estimated accuracy of +/- 6 seconds.
 LY0817
 LY0817.The orthometric height was determined by differential leveling
 LY0817.and adjusted by the National Geodetic Survey in June 1991..
 LY0817
 LY0817.The geoid height was determined by GEOID03.
 LY0817
 LY0817.The dynamic height is computed by dividing the NAVD 88
 LY0817.geopotential number by the normal gravity value computed on the
 LY0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0817.degrees latitude (g = 980.6199 gals.).
 LY0817
 LY0817.The modeled gravity was interpolated from observed gravity values.
 LY0817
 LY0817;                    North         East    Units  Estimated Accuracy
 LY0817;SPC NJ       -   267,550.      134,960.      MT  (+/- 180 meters Scaled)
 LY0817
 LY0817                          SUPERSEDED SURVEY CONTROL
 LY0817
 LY0817  NGVD 29 (??/??/92)  287.924  (m)          944.63   (f) ADJ UNCH    2 0
 LY0817
 LY0817.Superseded values are not recommended for survey control.
 LY0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0817.See file dsdata.txt to determine how the superseded data were derived.
 LY0817
 LY0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL268657(NAD 83)
 LY0817_MARKER: DB = BENCH MARK DISK
 LY0817_SETTING: 80 = SET IN A BOULDER
 LY0817_SP_SET: BOULDER
 LY0817_STAMPING: L 34 1942
 LY0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0817+STABILITY: SURFACE MOTION
 LY0817
 LY0817  HISTORY     - Date     Condition        Report By
 LY0817  HISTORY     - 1942     MONUMENTED       CGS
 LY0817  HISTORY     - 1954     MARK NOT FOUND   USGS
 LY0817
 LY0817                          STATION DESCRIPTION
 LY0817
 LY0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0817'3.2 MI SW FROM COLESVILLE.
 LY0817'3.2 MILES SOUTHWEST ALONG THE COLESVILLE TO BEEMERVILLE GRAVEL
 LY0817'ROAD FROM THE POST OFFICE AT COLESVILLE, IN A SMALL ROCKY
 LY0817'PASTURE, 141 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 69
 LY0817'FEET WEST OF A ROCK FENCE.  A STANDARD DISK, SET IN THE TOP OF
 LY0817'A LARGE ROCK OUTCROP.
 LY0817
 LY0817                          STATION RECOVERY (1954)
 LY0817
 LY0817'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LY0817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0809 ***********************************************************************
 LY0809  DESIGNATION -  L 35
 LY0809  PID         -  LY0809
 LY0809  STATE/COUNTY-  NJ/SUSSEX
 LY0809  USGS QUAD   -  NEWTON EAST (1971)
 LY0809
 LY0809                         *CURRENT SURVEY CONTROL
 LY0809  ___________________________________________________________________
 LY0809* NAD 83(1986)-  41 06 56.     (N)    074 42 35.     (W)     SCALED    
 LY0809* NAVD 88     -       154.542  (meters)     507.03   (feet)  ADJUSTED  
 LY0809  ___________________________________________________________________
 LY0809  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 LY0809  DYNAMIC HT  -         154.476 (meters)     506.81  (feet)  COMP
 LY0809  MODELED GRAV-     980,193.7   (mgal)                       NAVD 88
 LY0809
 LY0809  VERT ORDER  -  SECOND    CLASS 0
 LY0809
 LY0809.The horizontal coordinates were scaled from a topographic map and have
 LY0809.an estimated accuracy of +/- 6 seconds.
 LY0809
 LY0809.The orthometric height was determined by differential leveling
 LY0809.and adjusted by the National Geodetic Survey in June 1991..
 LY0809
 LY0809.The geoid height was determined by GEOID03.
 LY0809
 LY0809.The dynamic height is computed by dividing the NAVD 88
 LY0809.geopotential number by the normal gravity value computed on the
 LY0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0809.degrees latitude (g = 980.6199 gals.).
 LY0809
 LY0809.The modeled gravity was interpolated from observed gravity values.
 LY0809
 LY0809;                    North         East    Units  Estimated Accuracy
 LY0809;SPC NJ       -   253,400.      132,390.      MT  (+/- 180 meters Scaled)
 LY0809
 LY0809                          SUPERSEDED SURVEY CONTROL
 LY0809
 LY0809  NGVD 29 (??/??/92)  154.741  (m)          507.68   (f) ADJ UNCH    2 0
 LY0809
 LY0809.Superseded values are not recommended for survey control.
 LY0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0809.See file dsdata.txt to determine how the superseded data were derived.
 LY0809
 LY0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL243516(NAD 83)
 LY0809_MARKER: DB = BENCH MARK DISK
 LY0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0809_STAMPING: L 35 1942
 LY0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0809+STABILITY: SURFACE MOTION
 LY0809
 LY0809  HISTORY     - Date     Condition        Report By
 LY0809  HISTORY     - 1942     MONUMENTED       CGS
 LY0809  HISTORY     - 1951     GOOD             NGS
 LY0809
 LY0809                          STATION DESCRIPTION
 LY0809
 LY0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0809'1.4 MI SE FROM AUGUSTA.
 LY0809'1.4 MILES SOUTHEAST ALONG N.J. CIVIL ROAD NO. 542 FROM THE POST
 LY0809'OFFICE AT AUGUSTA, AT A SHARP TURN OF THE ROAD, 31 FEET EAST
 LY0809'OF THE CENTER LINE OF THE ROAD, 13 FEET NORTH OF A GATE POST,
 LY0809'2 FEET WEST OF A FENCE CORNER POST, AND 1 FOOT SOUTH OF A
 LY0809'STANDARD REFERENCE POST.  A STANDARD DISK, SET IN THE TOP OF A
 LY0809'CONCRETE POST.
 LY0809
 LY0809                          STATION RECOVERY (1951)
 LY0809
 LY0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 LY0809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0732 ***********************************************************************
 KV0732  DESIGNATION -  L 36
 KV0732  PID         -  KV0732
 KV0732  STATE/COUNTY-  NJ/MONMOUTH
 KV0732  USGS QUAD   -  KEYPORT (1977)
 KV0732
 KV0732                         *CURRENT SURVEY CONTROL
 KV0732  ___________________________________________________________________
 KV0732* NAD 83(1986)-  40 26 20.     (N)    074 07 46.     (W)     SCALED    
 KV0732* NAVD 88     -         4.120  (meters)      13.52   (feet)  ADJUSTED  
 KV0732  ___________________________________________________________________
 KV0732  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV0732  DYNAMIC HT  -           4.118 (meters)      13.51  (feet)  COMP
 KV0732  MODELED GRAV-     980,221.5   (mgal)                       NAVD 88
 KV0732
 KV0732  VERT ORDER  -  FIRST     CLASS II
 KV0732
 KV0732.The horizontal coordinates were scaled from a topographic map and have
 KV0732.an estimated accuracy of +/- 6 seconds.
 KV0732
 KV0732.The orthometric height was determined by differential leveling
 KV0732.and adjusted by the National Geodetic Survey in June 1991..
 KV0732.WARNING-Repeat measurements at this control monument indicate possible
 KV0732.vertical movement.
 KV0732
 KV0732.The geoid height was determined by GEOID03.
 KV0732
 KV0732.The dynamic height is computed by dividing the NAVD 88
 KV0732.geopotential number by the normal gravity value computed on the
 KV0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0732.degrees latitude (g = 980.6199 gals.).
 KV0732
 KV0732.The modeled gravity was interpolated from observed gravity values.
 KV0732
 KV0732;                    North         East    Units  Estimated Accuracy
 KV0732;SPC NJ       -   178,310.      181,440.      MT  (+/- 180 meters Scaled)
 KV0732
 KV0732                          SUPERSEDED SURVEY CONTROL
 KV0732
 KV0732  NGVD 29 (04/16/92)    4.423  (m)           14.51   (f) ADJUSTED    1 2
 KV0732
 KV0732.Superseded values are not recommended for survey control.
 KV0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0732.See file dsdata.txt to determine how the superseded data were derived.
 KV0732
 KV0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK738768(NAD 83)
 KV0732_MARKER: DB = BENCH MARK DISK
 KV0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0732_STAMPING: L 36 1952
 KV0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0732+STABILITY: SURFACE MOTION
 KV0732
 KV0732  HISTORY     - Date     Condition        Report By
 KV0732  HISTORY     - 1952     MONUMENTED       CGS
 KV0732  HISTORY     - 1964     GOOD             CGS
 KV0732  HISTORY     - 1976     GOOD             NGS
 KV0732  HISTORY     - 1979     GOOD             NGS
 KV0732  HISTORY     - 1984     GOOD             LOCSUR
 KV0732  HISTORY     - 1986     GOOD             USPSQD
 KV0732
 KV0732                          STATION DESCRIPTION
 KV0732
 KV0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0732'AT KEANSBURG.
 KV0732'AT KEANSBURG, ABOUT 0.3 MILE SOUTHEAST ALONG THE CENTRAL RAILROAD
 KV0732'OF NEW JERSEY FROM THE RAILROAD STATION, AT THE POWER COMPANY
 KV0732'SUB-STATION ON THE SOUTHWEST SIDE OF TRACK, 70.0 FEET SOUTH OF
 KV0732'A SIGN PRIVATE CROSSING, 35.5 FEET SOUTHEAST OF POWER LINE POLE
 KV0732'NUMBER JC 978 KG, 33.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 KV0732'ON MAIN TRACK, 8.0 FEET NORTHWEST OF THE SOUTHEAST CORNER OF
 KV0732'STEEL WOVEN FENCE AROUND POWER COMPANY SUB STATION, ABOUT LEVEL
 KV0732'WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST AT THE NORTH
 KV0732'SIDE OF SUB STATION AND FLUSH WITH THE SURFACE OF THE GROUND.
 KV0732
 KV0732                          STATION RECOVERY (1976)
 KV0732
 KV0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KV0732'RECOVERED IN GOOD CONDITION.
 KV0732
 KV0732                          STATION RECOVERY (1979)
 KV0732
 KV0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0732'0.1 MILE SOUTHEAST ALONG THE FORMER RAILROAD BED FROM MAW STREET,
 KV0732'11.1 FEET NORTHEAST OF THE NORTHWEST CORNER OF A 7 FOOT CHAINLINK
 KV0732'FENCE AROUND A COMMUNICATIONS TOWER.
 KV0732
 KV0732                          STATION RECOVERY (1984)
 KV0732
 KV0732'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 KV0732'RECOVERED IN GOOD CONDITION.
 KV0732
 KV0732                          STATION RECOVERY (1986)
 KV0732
 KV0732'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0223 ***********************************************************************
 KV0223  DESIGNATION -  L 37
 KV0223  PID         -  KV0223
 KV0223  STATE/COUNTY-  NJ/UNION
 KV0223  USGS QUAD   -  ARTHUR KILL (1981)
 KV0223
 KV0223                         *CURRENT SURVEY CONTROL
 KV0223  ___________________________________________________________________
 KV0223* NAD 83(1986)-  40 36 17.     (N)    074 12 32.     (W)     SCALED    
 KV0223* NAVD 88     -         2.227  (meters)       7.31   (feet)  ADJUSTED  
 KV0223  ___________________________________________________________________
 KV0223  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV0223  DYNAMIC HT  -           2.226 (meters)       7.30  (feet)  COMP
 KV0223  MODELED GRAV-     980,221.8   (mgal)                       NAVD 88
 KV0223
 KV0223  VERT ORDER  -  FIRST     CLASS II
 KV0223
 KV0223.The horizontal coordinates were scaled from a topographic map and have
 KV0223.an estimated accuracy of +/- 6 seconds.
 KV0223
 KV0223.The orthometric height was determined by differential leveling
 KV0223.and adjusted by the National Geodetic Survey in June 1991..
 KV0223
 KV0223.The geoid height was determined by GEOID03.
 KV0223
 KV0223.The dynamic height is computed by dividing the NAVD 88
 KV0223.geopotential number by the normal gravity value computed on the
 KV0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0223.degrees latitude (g = 980.6199 gals.).
 KV0223
 KV0223.The modeled gravity was interpolated from observed gravity values.
 KV0223
 KV0223;                    North         East    Units  Estimated Accuracy
 KV0223;SPC NJ       -   196,700.      174,640.      MT  (+/- 180 meters Scaled)
 KV0223
 KV0223                          SUPERSEDED SURVEY CONTROL
 KV0223
 KV0223  NGVD 29 (04/16/92)    2.552  (m)            8.37   (f) ADJUSTED    1 2
 KV0223
 KV0223.Superseded values are not recommended for survey control.
 KV0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0223.See file dsdata.txt to determine how the superseded data were derived.
 KV0223
 KV0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK669951(NAD 83)
 KV0223_MARKER: DB = BENCH MARK DISK
 KV0223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0223_SP_SET: CONC SLAB
 KV0223_STAMPING: L 37 1952
 KV0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0223
 KV0223  HISTORY     - Date     Condition        Report By
 KV0223  HISTORY     - 1952     MONUMENTED       CGS
 KV0223
 KV0223                          STATION DESCRIPTION
 KV0223
 KV0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0223'0.7 MI S FROM GRASSELLI.
 KV0223'ABOUT 0.7 MILE SOUTH ALONG THE SOUND SHORE RAILROAD FROM THE POST
 KV0223'OFFICE AT GRASSELLI, ABOUT 0.7 MILE NORTH OF A BRIDGE OVER RAHWAY
 KV0223'RIVER AND THE UNION-MIDDLESEX COUNTY LINE, AT A PRIVATE ROAD
 KV0223'CROSSING, AT THE SINCLAIR OIL COMPANY STORAGE TANKS, SET IN THE
 KV0223'TOP OF THE NORTHEAST CORNER OF A 6 BY 10-FOOT CONCRETE SLAB, 72
 KV0223'FEET WEST OF WEST RAIL OF MAIN TRACK, 13 FEET NORTHWEST OF CENTER
 KV0223'LINE OF PRIVATE ROAD WHICH CROSSES TRACK, 75 FEET NORTHEAST AND
 KV0223'ACROSS A BLACK TOP ROAD FROM THE NORTHEAST FACE OF STORAGE TANK
 KV0223'NO. 8, 33 FEET NORTH OF CENTER LINE OF BLACK TOP ROAD, ABOUT
 KV0223'LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0214 ***********************************************************************
 KV0214  DESIGNATION -  L 38
 KV0214  PID         -  KV0214
 KV0214  STATE/COUNTY-  NJ/UNION
 KV0214  USGS QUAD   -  PERTH AMBOY (1981)
 KV0214
 KV0214                         *CURRENT SURVEY CONTROL
 KV0214  ___________________________________________________________________
 KV0214* NAD 83(1986)-  40 36 00.     (N)    074 15 38.     (W)     SCALED    
 KV0214* NAVD 88     -         8.022  (meters)      26.32   (feet)  ADJUSTED  
 KV0214  ___________________________________________________________________
 KV0214  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KV0214  DYNAMIC HT  -           8.018 (meters)      26.31  (feet)  COMP
 KV0214  MODELED GRAV-     980,215.3   (mgal)                       NAVD 88
 KV0214
 KV0214  VERT ORDER  -  FIRST     CLASS II
 KV0214
 KV0214.The horizontal coordinates were scaled from a topographic map and have
 KV0214.an estimated accuracy of +/- 6 seconds.
 KV0214
 KV0214.The orthometric height was determined by differential leveling
 KV0214.and adjusted by the National Geodetic Survey in June 1991..
 KV0214
 KV0214.The geoid height was determined by GEOID03.
 KV0214
 KV0214.The dynamic height is computed by dividing the NAVD 88
 KV0214.geopotential number by the normal gravity value computed on the
 KV0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0214.degrees latitude (g = 980.6199 gals.).
 KV0214
 KV0214.The modeled gravity was interpolated from observed gravity values.
 KV0214
 KV0214;                    North         East    Units  Estimated Accuracy
 KV0214;SPC NJ       -   196,160.      170,270.      MT  (+/- 180 meters Scaled)
 KV0214
 KV0214                          SUPERSEDED SURVEY CONTROL
 KV0214
 KV0214  NGVD 29 (04/16/92)    8.343  (m)           27.37   (f) ADJUSTED    1 2
 KV0214
 KV0214.Superseded values are not recommended for survey control.
 KV0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0214.See file dsdata.txt to determine how the superseded data were derived.
 KV0214
 KV0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK625946(NAD 83)
 KV0214_MARKER: DB = BENCH MARK DISK
 KV0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0214_STAMPING: L 38 1952
 KV0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0214+STABILITY: SURFACE MOTION
 KV0214
 KV0214  HISTORY     - Date     Condition        Report By
 KV0214  HISTORY     - 1952     MONUMENTED       CGS
 KV0214  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV0214  HISTORY     - 19940720 MARK NOT FOUND   USPSQD
 KV0214
 KV0214                          STATION DESCRIPTION
 KV0214
 KV0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0214'0.6 MI E FROM RAHWAY.
 KV0214'ABOUT 0.55 MILE EAST ALONG EAST HAZELWOOD AVENUE FROM THE
 KV0214'OVERPASS OF U.S. HIGHWAY 1 AND 9 OVER AVENUE, AT THE JUNCTION
 KV0214'OF HART STREET, AT THE SOUTHEAST CORNER OF A SMALL PARK, 31
 KV0214'FEET NORTH OF CENTER LINE OF EAST HAZELWOOD AVENUE, 16 FEET WEST
 KV0214'OF EXTENDED CENTER LINE OF HART STREET, 7 1/2 FEET NORTH OF
 KV0214'A HIGHWAY SIGN POST, 10 1/2 FEET NORTHWEST OF A POWER POLE,
 KV0214'8 FEET SOUTHEAST OF A FIRKED MAPLE TREE, 2 FEET WEST OF A WHITE
 KV0214'WOODEN WITNESS POST, ABOUT LEVEL WITH JUNCTION AND SET IN THE TOP
 KV0214'OF A CONCRETE POST PROJECTING 3 INCHES.
 KV0214
 KV0214                          STATION RECOVERY (1989)
 KV0214
 KV0214'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0214'MARK NOT FOUND.
 KV0214
 KV0214                          STATION RECOVERY (1994)
 KV0214
 KV0214'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0648 ***********************************************************************
 KV0648  DESIGNATION -  L 39
 KV0648  PID         -  KV0648
 KV0648  STATE/COUNTY-  NJ/MORRIS
 KV0648  USGS QUAD   -  MORRISTOWN (1981)
 KV0648
 KV0648                         *CURRENT SURVEY CONTROL
 KV0648  ___________________________________________________________________
 KV0648* NAD 83(1986)-  40 48 35.     (N)    074 25 56.     (W)     SCALED    
 KV0648* NAVD 88     -        94.116  (meters)     308.78   (feet)  ADJUSTED  
 KV0648  ___________________________________________________________________
 KV0648  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV0648  DYNAMIC HT  -          94.075 (meters)     308.64  (feet)  COMP
 KV0648  MODELED GRAV-     980,191.9   (mgal)                       NAVD 88
 KV0648
 KV0648  VERT ORDER  -  SECOND    CLASS II
 KV0648
 KV0648.The horizontal coordinates were scaled from a topographic map and have
 KV0648.an estimated accuracy of +/- 6 seconds.
 KV0648
 KV0648.The orthometric height was determined by differential leveling
 KV0648.and adjusted by the National Geodetic Survey in June 1991..
 KV0648
 KV0648.The geoid height was determined by GEOID03.
 KV0648
 KV0648.The dynamic height is computed by dividing the NAVD 88
 KV0648.geopotential number by the normal gravity value computed on the
 KV0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0648.degrees latitude (g = 980.6199 gals.).
 KV0648
 KV0648.The modeled gravity was interpolated from observed gravity values.
 KV0648
 KV0648;                    North         East    Units  Estimated Accuracy
 KV0648;SPC NJ       -   219,420.      155,720.      MT  (+/- 180 meters Scaled)
 KV0648
 KV0648                          SUPERSEDED SURVEY CONTROL
 KV0648
 KV0648  NGVD 29 (??/??/??)   94.398  (m)          309.70   (f) ADJUSTED    2 0
 KV0648
 KV0648.Superseded values are not recommended for survey control.
 KV0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0648.See file dsdata.txt to determine how the superseded data were derived.
 KV0648
 KV0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL478177(NAD 83)
 KV0648_MARKER: DB = BENCH MARK DISK
 KV0648_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0648_SP_SET: CATCH BASIN
 KV0648_STAMPING: L 39 1960
 KV0648_MARK LOGO: CGS   
 KV0648_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0648+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 KV0648
 KV0648  HISTORY     - Date     Condition        Report By
 KV0648  HISTORY     - 1960     MONUMENTED       CGS
 KV0648  HISTORY     - 1966     GOOD             CGS
 KV0648  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0648  HISTORY     - 19950408 GOOD             USPSQD
 KV0648  HISTORY     - 20021016 GOOD             NJGS
 KV0648
 KV0648                          STATION DESCRIPTION
 KV0648
 KV0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV0648'AT WHIPPANY.
 KV0648'ABOUT 1.45 MILE WEST ALONG WHIPPANY AVE. TO THE JUNCTION OF
 KV0648'WHIPPANY AVE. AND STREET NORTH (NO NAME AT TIME), ABOUT 100
 KV0648'YARDS EAST OF JUNCTION OF WHIPPANY AVE. AND STREET SOUTH-SOUTHWEST,
 KV0648'SET IN TOP OF THE NORTH CURB OF WHIPPANY AVE. AT THE NORTH EAST
 KV0648'CORNER OF A 4 1/2 FOOT BY 2 FOOT CONCRETE CATCH DRAIN IN STREET,
 KV0648'1 FOOT ABOVE WHIPPANY AVE AND 3 1/2 FEET FROM THE CENTERLINE
 KV0648'OF THE SIDEWALK.
 KV0648
 KV0648                          STATION RECOVERY (1966)
 KV0648
 KV0648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KV0648'RECOVERED IN GOOD CONDITION.
 KV0648
 KV0648                          STATION RECOVERY (1985)
 KV0648
 KV0648'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0648'MARK NOT FOUND.
 KV0648
 KV0648                          STATION RECOVERY (1995)
 KV0648
 KV0648'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0648'RECOVERED IN GOOD CONDITION.
 KV0648
 KV0648                          STATION RECOVERY (2002)
 KV0648
 KV0648'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 KV0648'RECOVERED AS DESCRIBED.  THE STATION IS LOCATED ON THE NORTHEAST
 KV0648'CORNER OF WHIPPANY
 KV0648'ROAD AND SALEM DRIVE WEST.
 KV0648' 
 KV0648'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1617 ***********************************************************************
 KU1617  DESIGNATION -  L 40
 KU1617  PID         -  KU1617
 KU1617  STATE/COUNTY-  NJ/BERGEN
 KU1617  USGS QUAD   -  YONKERS (1979)
 KU1617
 KU1617                         *CURRENT SURVEY CONTROL
 KU1617  ___________________________________________________________________
 KU1617* NAD 83(1986)-  40 55 31.     (N)    073 57 46.     (W)     SCALED    
 KU1617* NAVD 88     -        15.936  (meters)      52.28   (feet)  ADJUSTED  
 KU1617  ___________________________________________________________________
 KU1617  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KU1617  DYNAMIC HT  -          15.930 (meters)      52.26  (feet)  COMP
 KU1617  MODELED GRAV-     980,256.2   (mgal)                       NAVD 88
 KU1617
 KU1617  VERT ORDER  -  SECOND    CLASS 0
 KU1617
 KU1617.The horizontal coordinates were scaled from a topographic map and have
 KU1617.an estimated accuracy of +/- 6 seconds.
 KU1617
 KU1617.The orthometric height was determined by differential leveling
 KU1617.and adjusted by the National Geodetic Survey in June 1991..
 KU1617
 KU1617.The geoid height was determined by GEOID03.
 KU1617
 KU1617.The dynamic height is computed by dividing the NAVD 88
 KU1617.geopotential number by the normal gravity value computed on the
 KU1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1617.degrees latitude (g = 980.6199 gals.).
 KU1617
 KU1617.The modeled gravity was interpolated from observed gravity values.
 KU1617
 KU1617;                    North         East    Units  Estimated Accuracy
 KU1617;SPC NJ       -   232,390.      195,250.      MT  (+/- 180 meters Scaled)
 KU1617
 KU1617                          SUPERSEDED SURVEY CONTROL
 KU1617
 KU1617  NGVD 29 (??/??/92)   16.241  (m)           53.28   (f) ADJ UNCH    2 0
 KU1617
 KU1617.Superseded values are not recommended for survey control.
 KU1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1617.See file dsdata.txt to determine how the superseded data were derived.
 KU1617
 KU1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL873309(NAD 83)
 KU1617_MARKER: DB = BENCH MARK DISK
 KU1617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1617_SP_SET: BUILDING
 KU1617_STAMPING: L 40
 KU1617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1617_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1617+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2005
 KU1617
 KU1617  HISTORY     - Date     Condition        Report By
 KU1617  HISTORY     - UNK      MONUMENTED       CGS
 KU1617  HISTORY     - 1956     GOOD             NGS
 KU1617  HISTORY     - 20050508 GOOD             GEOCAC
 KU1617
 KU1617                          STATION DESCRIPTION
 KU1617
 KU1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1617'AT TENAFLY.
 KU1617'AT TENAFLY, AT THE POST OFFICE ON THE NORTHWEST CORNER OF THE
 KU1617'INTERSECTION OF COUNTY ROAD AND JAY STREET, SET VERTICALLY IN
 KU1617'THE NORTH FACE OF THE BRICK WALL AT THE NORTHEAST CORNER OF
 KU1617'THE POST OFFICE BUILDING, 1.7 FEET WEST OF THE NORTHEAST CORNER,
 KU1617'2.6 FEET ABOVE THE GROUND.
 KU1617
 KU1617                          STATION RECOVERY (2005)
 KU1617
 KU1617'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KU1617'THE BUILDING NOW HOUSES PRIORITY PRINTING.  OUR GPS COORDINATES ARE N
 KU1617'40 55.535 W 73 57.757
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1097 ***********************************************************************
 KV1097  DESIGNATION -  L 41
 KV1097  PID         -  KV1097
 KV1097  STATE/COUNTY-  NJ/MERCER
 KV1097  USGS QUAD   -  PENNINGTON (1995)
 KV1097
 KV1097                         *CURRENT SURVEY CONTROL
 KV1097  ___________________________________________________________________
 KV1097* NAD 83(1986)-  40 17 09.     (N)    074 49 07.     (W)     SCALED    
 KV1097* NAVD 88     -        44.836  (meters)     147.10   (feet)  ADJUSTED  
 KV1097  ___________________________________________________________________
 KV1097  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KV1097  DYNAMIC HT  -          44.815 (meters)     147.03  (feet)  COMP
 KV1097  MODELED GRAV-     980,159.3   (mgal)                       NAVD 88
 KV1097
 KV1097  VERT ORDER  -  SECOND    CLASS 0
 KV1097
 KV1097.The horizontal coordinates were scaled from a topographic map and have
 KV1097.an estimated accuracy of +/- 6 seconds.
 KV1097
 KV1097.The orthometric height was determined by differential leveling
 KV1097.and adjusted by the National Geodetic Survey in June 1991..
 KV1097
 KV1097.The geoid height was determined by GEOID03.
 KV1097
 KV1097.The dynamic height is computed by dividing the NAVD 88
 KV1097.geopotential number by the normal gravity value computed on the
 KV1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1097.degrees latitude (g = 980.6199 gals.).
 KV1097
 KV1097.The modeled gravity was interpolated from observed gravity values.
 KV1097
 KV1097;                    North         East    Units  Estimated Accuracy
 KV1097;SPC NJ       -   161,300.      122,910.      MT  (+/- 180 meters Scaled)
 KV1097
 KV1097                          SUPERSEDED SURVEY CONTROL
 KV1097
 KV1097  NGVD 29 (??/??/??)   45.137  (m)          148.09   (f) ADJUSTED    2 0
 KV1097
 KV1097.Superseded values are not recommended for survey control.
 KV1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1097.See file dsdata.txt to determine how the superseded data were derived.
 KV1097
 KV1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK154594(NAD 83)
 KV1097_MARKER: DB = BENCH MARK DISK
 KV1097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1097_SP_SET: CULVERT
 KV1097_STAMPING: L 41 1963
 KV1097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1097
 KV1097  HISTORY     - Date     Condition        Report By
 KV1097  HISTORY     - 1963     MONUMENTED       CGS
 KV1097
 KV1097                          STATION DESCRIPTION
 KV1097
 KV1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KV1097'5 MI SE FROM WASHINGTON CROSSING.
 KV1097'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE INTERSECTION
 KV1097'OF STATE HIGHWAY 546 AT WASHINGTON CROSSING, THENCE 2.15 MILES
 KV1097'NORTHEAST ALONG A FREEWAY, ABOUT 0.45 MILE SOUTHWEST OF THE
 KV1097'LARGE BRIDGE OVER SCOTCH ROAD, SET ON THE TOP OF THE NORTHEAST
 KV1097'END OF THE SOUTHEAST CONCRETE HEADWALL OF A LARGE BOX CULVERT
 KV1097'UNDER THE HIGHWAY FOR A BRANCH OF JACOBS CREEK, 64 FEET SOUTHEAST
 KV1097'OF THE CENTER LINE OF THE EAST BOUND LANE OF THE FREEWAY, 1.4
 KV1097'FEET SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL AND 15 FEET
 KV1097'BELOW THE LEVEL OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0807 ***********************************************************************
 KU0807  TIDAL BM    -  This is a Tidal Bench Mark.
 KU0807  DESIGNATION -  L 5
 KU0807  PID         -  KU0807
 KU0807  STATE/COUNTY-  NJ/MONMOUTH
 KU0807  USGS QUAD   -  LONG BRANCH (1981)
 KU0807
 KU0807                         *CURRENT SURVEY CONTROL
 KU0807  ___________________________________________________________________
 KU0807* NAD 83(1986)-  40 18 09.     (N)    073 59 16.     (W)     SCALED    
 KU0807* NAVD 88     -         8.230  (meters)      27.00   (feet)  ADJUSTED  
 KU0807  ___________________________________________________________________
 KU0807  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KU0807  DYNAMIC HT  -           8.227 (meters)      26.99  (feet)  COMP
 KU0807  MODELED GRAV-     980,176.5   (mgal)                       NAVD 88
 KU0807
 KU0807  VERT ORDER  -  FIRST     CLASS I
 KU0807
 KU0807.The horizontal coordinates were scaled from a topographic map and have
 KU0807.an estimated accuracy of +/- 6 seconds.
 KU0807
 KU0807.The orthometric height was determined by differential leveling
 KU0807.and adjusted by the National Geodetic Survey in June 1991..
 KU0807.WARNING-Repeat measurements at this control monument indicate possible
 KU0807.vertical movement.
 KU0807
 KU0807.This Tidal Bench Mark is designated as VM 331
 KU0807.by the Center for Operational Oceanographic Products and Services.
 KU0807
 KU0807.The geoid height was determined by GEOID03.
 KU0807
 KU0807.The dynamic height is computed by dividing the NAVD 88
 KU0807.geopotential number by the normal gravity value computed on the
 KU0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0807.degrees latitude (g = 980.6199 gals.).
 KU0807
 KU0807.The modeled gravity was interpolated from observed gravity values.
 KU0807
 KU0807;                    North         East    Units  Estimated Accuracy
 KU0807;SPC NJ       -   163,230.      193,540.      MT  (+/- 180 meters Scaled)
 KU0807
 KU0807                          SUPERSEDED SURVEY CONTROL
 KU0807
 KU0807  NGVD 29 (04/16/92)    8.557  (m)           28.07   (f) ADJUSTED    1 1
 KU0807
 KU0807.Superseded values are not recommended for survey control.
 KU0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0807.See file dsdata.txt to determine how the superseded data were derived.
 KU0807
 KU0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK860618(NAD 83)
 KU0807_MARKER: DB = BENCH MARK DISK
 KU0807_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0807_SP_SET: BUILDING
 KU0807_STAMPING: L 5 1930 28.228
 KU0807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0807
 KU0807  HISTORY     - Date     Condition        Report By
 KU0807  HISTORY     - 1930     MONUMENTED       CGS
 KU0807  HISTORY     - 1952     GOOD             NGS
 KU0807  HISTORY     - 1964     GOOD             NGS
 KU0807  HISTORY     - 1979     GOOD             NGS
 KU0807  HISTORY     - 19920521 GOOD             USPSQD
 KU0807
 KU0807                          STATION DESCRIPTION
 KU0807
 KU0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0807'AT LONG BRANCH.
 KU0807'AT LONG BRANCH, ALONG THIRD AVENUE, SET VERTICALLY IN THE EAST
 KU0807'FACE AT NORTHEAST CORNER OF POST OFFICE, 1 FOOT SOUTH OF CORNER
 KU0807'AND 2 FEET ABOVE GROUND.
 KU0807
 KU0807                          STATION RECOVERY (1964)
 KU0807
 KU0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU0807'RECOVERED IN GOOD CONDITION.
 KU0807
 KU0807                          STATION RECOVERY (1979)
 KU0807
 KU0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KU0807'RECOVERED IN GOOD CONDITION.
 KU0807
 KU0807                          STATION RECOVERY (1992)
 KU0807
 KU0807'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0921 ***********************************************************************
 KV0921  DESIGNATION -  L 53
 KV0921  PID         -  KV0921
 KV0921  STATE/COUNTY-  NJ/MIDDLESEX
 KV0921  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0921
 KV0921                         *CURRENT SURVEY CONTROL
 KV0921  ___________________________________________________________________
 KV0921* NAD 83(1986)-  40 28 41.     (N)    074 18 43.     (W)     SCALED    
 KV0921* NAVD 88     -        19.144  (meters)      62.81   (feet)  ADJUSTED  
 KV0921  ___________________________________________________________________
 KV0921  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KV0921  DYNAMIC HT  -          19.136 (meters)      62.78  (feet)  COMP
 KV0921  MODELED GRAV-     980,211.4   (mgal)                       NAVD 88
 KV0921
 KV0921  VERT ORDER  -  SECOND    CLASS 0
 KV0921
 KV0921.The horizontal coordinates were scaled from a topographic map and have
 KV0921.an estimated accuracy of +/- 6 seconds.
 KV0921
 KV0921.The orthometric height was determined by differential leveling
 KV0921.and adjusted by the National Geodetic Survey in June 1991..
 KV0921
 KV0921.The geoid height was determined by GEOID03.
 KV0921
 KV0921.The dynamic height is computed by dividing the NAVD 88
 KV0921.geopotential number by the normal gravity value computed on the
 KV0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0921.degrees latitude (g = 980.6199 gals.).
 KV0921
 KV0921.The modeled gravity was interpolated from observed gravity values.
 KV0921
 KV0921;                    North         East    Units  Estimated Accuracy
 KV0921;SPC NJ       -   182,610.      165,950.      MT  (+/- 180 meters Scaled)
 KV0921
 KV0921                          SUPERSEDED SURVEY CONTROL
 KV0921
 KV0921  NGVD 29 (04/16/92)   19.443  (m)           63.79   (f) ADJUSTED    2 0
 KV0921
 KV0921.Superseded values are not recommended for survey control.
 KV0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0921.See file dsdata.txt to determine how the superseded data were derived.
 KV0921
 KV0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK583810(NAD 83)
 KV0921_MARKER: DB = BENCH MARK DISK
 KV0921_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0921_SP_SET: RR BRIDGE
 KV0921_STAMPING: L 53 1961
 KV0921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0921
 KV0921  HISTORY     - Date     Condition        Report By
 KV0921  HISTORY     - 1961     MONUMENTED       CGS
 KV0921  HISTORY     - 1974     GOOD             LOCSUR
 KV0921
 KV0921                          STATION DESCRIPTION
 KV0921
 KV0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0921'3.2 MI E FROM SAYREVILLE.
 KV0921'3.2 MILES EAST ALONG MAIN STREET OR SAYREVILLE ROAD FROM THE
 KV0921'POST OFFICE AT SAYREVILLE, IN THE NORTH ABUTMENT AT THE NORTHEAST
 KV0921'END OF THE NEW YORK AND LONG BRANCH RAILROAD BRIDGE OVER
 KV0921'SAYERVILLE ROAD AND 8 INCHES BELOW THE LEVEL OF THE TRACKS.
 KV0921
 KV0921                          STATION RECOVERY (1974)
 KV0921
 KV0921'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 KV0921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0803 ***********************************************************************
 KV0803  DESIGNATION -  L 54
 KV0803  PID         -  KV0803
 KV0803  STATE/COUNTY-  NJ/MONMOUTH
 KV0803  USGS QUAD   -  ASBURY PARK (1989)
 KV0803
 KV0803                         *CURRENT SURVEY CONTROL
 KV0803  ___________________________________________________________________
 KV0803* NAD 83(1986)-  40 11 23.     (N)    074 01 26.     (W)     SCALED    
 KV0803* NAVD 88     -         3.904  (meters)      12.81   (feet)  ADJUSTED  
 KV0803  ___________________________________________________________________
 KV0803  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV0803  DYNAMIC HT  -           3.902 (meters)      12.80  (feet)  COMP
 KV0803  MODELED GRAV-     980,167.8   (mgal)                       NAVD 88
 KV0803
 KV0803  VERT ORDER  -  FIRST     CLASS I
 KV0803
 KV0803.The horizontal coordinates were scaled from a topographic map and have
 KV0803.an estimated accuracy of +/- 6 seconds.
 KV0803
 KV0803.The orthometric height was determined by differential leveling
 KV0803.and adjusted by the National Geodetic Survey in June 1991..
 KV0803
 KV0803.The geoid height was determined by GEOID03.
 KV0803
 KV0803.The dynamic height is computed by dividing the NAVD 88
 KV0803.geopotential number by the normal gravity value computed on the
 KV0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0803.degrees latitude (g = 980.6199 gals.).
 KV0803
 KV0803.The modeled gravity was interpolated from observed gravity values.
 KV0803
 KV0803;                    North         East    Units  Estimated Accuracy
 KV0803;SPC NJ       -   150,690.      190,540.      MT  (+/- 180 meters Scaled)
 KV0803
 KV0803                          SUPERSEDED SURVEY CONTROL
 KV0803
 KV0803  NGVD 29 (04/16/92)    4.230  (m)           13.88   (f) ADJUSTED    1 1
 KV0803
 KV0803.Superseded values are not recommended for survey control.
 KV0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0803.See file dsdata.txt to determine how the superseded data were derived.
 KV0803
 KV0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK830492(NAD 83)
 KV0803_MARKER: DB = BENCH MARK DISK
 KV0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0803_STAMPING: L 54 1961
 KV0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0803+STABILITY: SURFACE MOTION
 KV0803
 KV0803  HISTORY     - Date     Condition        Report By
 KV0803  HISTORY     - 1961     MONUMENTED       CGS
 KV0803  HISTORY     - 1964     GOOD             CGS
 KV0803  HISTORY     - 1973     GOOD             NJGS
 KV0803  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV0803  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0803  HISTORY     - 19920822 MARK NOT FOUND   USPSQD
 KV0803
 KV0803                          STATION DESCRIPTION
 KV0803
 KV0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0803'AT AVON.
 KV0803'AT AVON, ABOUT 100 YARDS SOUTH OF THE RAILROAD STATION, 77.0 FEET
 KV0803'WEST OF THE CENTER LINE OF A BLACK TOP STREET, 67.0 FEET
 KV0803'SOUTHEAST OF MILEPOST 30, 38.5 FEET SOUTHWEST OF A BRACE POLE
 KV0803'NUMBER JC 75 AV, 28.0 FEET EAST OF THE EAST RAIL OF THE NORTH
 KV0803'BOUND TRACK, 1.8 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 KV0803'LEVEL WITH THE STREET AND SET IN TOP OF A CONCRETE POST WHICH
 KV0803'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 KV0803
 KV0803                          STATION RECOVERY (1973)
 KV0803
 KV0803'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1973
 KV0803'RECOVERED IN GOOD CONDITION.
 KV0803
 KV0803                          STATION RECOVERY (1984)
 KV0803
 KV0803'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0803'MARK NOT FOUND.
 KV0803
 KV0803                          STATION RECOVERY (1987)
 KV0803
 KV0803'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0803'MARK NOT FOUND.
 KV0803
 KV0803                          STATION RECOVERY (1992)
 KV0803
 KV0803'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0234 ***********************************************************************
 JU0234  DESIGNATION -  L 55
 JU0234  PID         -  JU0234
 JU0234  STATE/COUNTY-  NJ/OCEAN
 JU0234  USGS QUAD   -  TUCKERTON (1995)
 JU0234
 JU0234                         *CURRENT SURVEY CONTROL
 JU0234  ___________________________________________________________________
 JU0234* NAD 83(1986)-  39 32 39.     (N)    074 19 45.     (W)     SCALED    
 JU0234* NAVD 88     -         1.112  (meters)       3.65   (feet)  ADJUSTED  
 JU0234  ___________________________________________________________________
 JU0234  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JU0234  DYNAMIC HT  -           1.112 (meters)       3.65  (feet)  COMP
 JU0234  MODELED GRAV-     980,139.3   (mgal)                       NAVD 88
 JU0234
 JU0234  VERT ORDER  -  SECOND    CLASS 0
 JU0234
 JU0234.The horizontal coordinates were scaled from a topographic map and have
 JU0234.an estimated accuracy of +/- 6 seconds.
 JU0234
 JU0234.The orthometric height was determined by differential leveling
 JU0234.and adjusted by the National Geodetic Survey in June 1991..
 JU0234
 JU0234.The geoid height was determined by GEOID03.
 JU0234
 JU0234.The dynamic height is computed by dividing the NAVD 88
 JU0234.geopotential number by the normal gravity value computed on the
 JU0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0234.degrees latitude (g = 980.6199 gals.).
 JU0234
 JU0234.The modeled gravity was interpolated from observed gravity values.
 JU0234
 JU0234;                    North         East    Units  Estimated Accuracy
 JU0234;SPC NJ       -    78,920.      164,680.      MT  (+/- 180 meters Scaled)
 JU0234
 JU0234                          SUPERSEDED SURVEY CONTROL
 JU0234
 JU0234  NGVD 29 (??/??/??)    1.499  (m)            4.92   (f) ADJUSTED    2 0
 JU0234
 JU0234.Superseded values are not recommended for survey control.
 JU0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0234.See file dsdata.txt to determine how the superseded data were derived.
 JU0234
 JU0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ576773(NAD 83)
 JU0234_MARKER: DB = BENCH MARK DISK
 JU0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0234_STAMPING: L 55 1961
 JU0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0234+STABILITY: SURFACE MOTION
 JU0234
 JU0234  HISTORY     - Date     Condition        Report By
 JU0234  HISTORY     - 1961     MONUMENTED       CGS
 JU0234  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 JU0234  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0234
 JU0234                          STATION DESCRIPTION
 JU0234
 JU0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0234'4.4 MI S FROM TUCKERTON.
 JU0234'0.3 MILE SOUTHWEST ON U.S. HIGHWAY 9 FROM THE POST OFFICE AT
 JU0234'TUCKERTON, THENCE 4.1 MILES SOUTH ON GREAT BAY BOULEVARD, 34
 JU0234'FEET NORTHWEST OF PROLONGED CENTERLINE OF DRIVE TO A BOAT DOCK,
 JU0234'24 FEET NORTHEAST OF THE CENTERLINE OF THE BOULEVARD AND ONE
 JU0234'FOOT BELOW THE LEVEL OF THE ROAD.  SET IN A CONCRETE POST
 JU0234'PROJECTING ONE INCH.
 JU0234
 JU0234                          STATION RECOVERY (1983)
 JU0234
 JU0234'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU0234'MARK NOT FOUND.
 JU0234
 JU0234                          STATION RECOVERY (1985)
 JU0234
 JU0234'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0482 ***********************************************************************
 JU0482  DESIGNATION -  L 56
 JU0482  PID         -  JU0482
 JU0482  STATE/COUNTY-  NJ/ATLANTIC
 JU0482  USGS QUAD   -  OCEAN CITY (1994)
 JU0482
 JU0482                         *CURRENT SURVEY CONTROL
 JU0482  ___________________________________________________________________
 JU0482* NAD 83(1996)-  39 18 23.63493(N)    074 33 28.07163(W)     ADJUSTED  
 JU0482* NAVD 88     -         3.497  (meters)      11.47   (feet)  ADJUSTED  
 JU0482  ___________________________________________________________________
 JU0482  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 JU0482  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 JU0482  DYNAMIC HT  -           3.495 (meters)      11.47  (feet)  COMP
 JU0482  MODELED GRAV-     980,102.4   (mgal)                       NAVD 88
 JU0482
 JU0482  HORZ ORDER  -  THIRD
 JU0482  VERT ORDER  -  FIRST     CLASS II
 JU0482
 JU0482.The horizontal coordinates were established by classical geodetic methods
 JU0482.and adjusted by the National Geodetic Survey in September 1999..
 JU0482
 JU0482.The orthometric height was determined by differential leveling
 JU0482.and adjusted by the National Geodetic Survey in March 2005..
 JU0482
 JU0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0482
 JU0482.The geoid height was determined by GEOID03.
 JU0482
 JU0482.The dynamic height is computed by dividing the NAVD 88
 JU0482.geopotential number by the normal gravity value computed on the
 JU0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0482.degrees latitude (g = 980.6199 gals.).
 JU0482
 JU0482.The modeled gravity was interpolated from observed gravity values.
 JU0482
 JU0482;                    North         East     Units Scale Factor Converg.
 JU0482;SPC NJ       -    52,533.041   145,015.371   MT  0.99990031   -0 02 11.8
 JU0482;SPC NJ       -   172,352.15    475,771.26   sFT  0.99990031   -0 02 11.8
 JU0482;UTM  18      - 4,350,890.556   538,125.365   MT  0.99961790   +0 16 48.5
 JU0482
 JU0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0482!SPC NJ       -   1.00000486  x   0.99990031  =   0.99990517
 JU0482!UTM  18      -   1.00000486  x   0.99961790  =   0.99962276
 JU0482
 JU0482                          SUPERSEDED SURVEY CONTROL
 JU0482
 JU0482  NAD 83(1986)-  39 18 23.62042(N)    074 33 28.06806(W) AD(       ) 3
 JU0482  NAD 27      -  39 18 23.20500(N)    074 33 29.51600(W) AD(       ) 3
 JU0482  NAVD 88 (06/15/91)    3.498  (m)           11.48   (f) UNKNOWN     2 0
 JU0482  NGVD 29 (04/16/92)    3.872  (m)           12.70   (f) ADJUSTED    2 0
 JU0482
 JU0482.Superseded values are not recommended for survey control.
 JU0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0482.See file dsdata.txt to determine how the superseded data were derived.
 JU0482
 JU0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3812550891(NAD 83)
 JU0482_MARKER: DB = BENCH MARK DISK
 JU0482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0482_SP_SET: BRIDGE SIDEWALK
 JU0482_STAMPING: L 56 1961
 JU0482_MARK LOGO: CGS   
 JU0482_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0482+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 JU0482
 JU0482  HISTORY     - Date     Condition        Report By
 JU0482  HISTORY     - 1961     MONUMENTED       CGS
 JU0482  HISTORY     - 1962     GOOD             CGS
 JU0482  HISTORY     - 20000808 GOOD             NJGS
 JU0482
 JU0482                          STATION DESCRIPTION
 JU0482
 JU0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0482'0.6 NE FROM OCEAN CITY.
 JU0482'IN THE EAST SIDEWALK OVER THE ABUTMENT AT THE NORTH END OF
 JU0482'BRIDGE OVER GREAT EGG INLET, (LONG PORT AND OCEAN CITY HIGHWAY
 JU0482'BRIGE), 2 FEET NORTH OF THE NORTH END OF GUARD RAIL, 1 FOOT
 JU0482'EAST OF THE EAST CURB OF OCEAN DRIVE.  SET IN DRILL HOLE LEVEL
 JU0482'WITH THE GROUND.
 JU0482
 JU0482                          STATION RECOVERY (1962)
 JU0482
 JU0482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU0482'THE STATION IS LOCATED IN THE EAST SIDEWALK OVER THE ABUTMENT
 JU0482'AT THE NORTH END OF BRIDGE OVER GREAT EGG INLET (LONGPORT AND
 JU0482'OCEAN CITY BRIDGE), 2 FEET N OF THE NORTH END OF GUARD RAIL, 1
 JU0482'FOOT E OF THE EAST CURB OF OCEAN DRIVE.  THE MARK IS A STANDARD
 JU0482'USC AND GS BENCH MARK DISK, STAMPED L 56 1961 AND SET IN DRILL
 JU0482'HOLE LEVEL WITH THE GROUND.
 JU0482
 JU0482                          STATION RECOVERY (2000)
 JU0482
 JU0482'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU0482'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  THE STATION IS
 JU0482'3.6 M (11.8 FT) EAST FROM THE CENTERLINE OF THE ROADWAY OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0508 ***********************************************************************
 JU0508  DESIGNATION -  L 57
 JU0508  PID         -  JU0508
 JU0508  STATE/COUNTY-  NJ/ATLANTIC
 JU0508  USGS QUAD   -  MAYS LANDING (1989)
 JU0508
 JU0508                         *CURRENT SURVEY CONTROL
 JU0508  ___________________________________________________________________
 JU0508* NAD 83(1986)-  39 26 14.     (N)    074 42 34.     (W)     SCALED    
 JU0508* NAVD 88     -         7.264  (meters)      23.83   (feet)  ADJUSTED  
 JU0508  ___________________________________________________________________
 JU0508  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JU0508  DYNAMIC HT  -           7.260 (meters)      23.82  (feet)  COMP
 JU0508  MODELED GRAV-     980,121.6   (mgal)                       NAVD 88
 JU0508
 JU0508  VERT ORDER  -  SECOND    CLASS 0
 JU0508
 JU0508.The horizontal coordinates were scaled from a topographic map and have
 JU0508.an estimated accuracy of +/- 6 seconds.
 JU0508
 JU0508.The orthometric height was determined by differential leveling
 JU0508.and adjusted by the National Geodetic Survey in June 1991..
 JU0508
 JU0508.The geoid height was determined by GEOID03.
 JU0508
 JU0508.The dynamic height is computed by dividing the NAVD 88
 JU0508.geopotential number by the normal gravity value computed on the
 JU0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0508.degrees latitude (g = 980.6199 gals.).
 JU0508
 JU0508.The modeled gravity was interpolated from observed gravity values.
 JU0508
 JU0508;                    North         East    Units  Estimated Accuracy
 JU0508;SPC NJ       -    67,060.      131,970.      MT  (+/- 180 meters Scaled)
 JU0508
 JU0508                          SUPERSEDED SURVEY CONTROL
 JU0508
 JU0508  NGVD 29 (??/??/??)    7.650  (m)           25.10   (f) ADJUSTED    2 0
 JU0508
 JU0508.Superseded values are not recommended for survey control.
 JU0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0508.See file dsdata.txt to determine how the superseded data were derived.
 JU0508
 JU0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ250653(NAD 83)
 JU0508_MARKER: DB = BENCH MARK DISK
 JU0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0508_STAMPING: L 57 1961
 JU0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0508+STABILITY: SURFACE MOTION
 JU0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0508+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 JU0508
 JU0508  HISTORY     - Date     Condition        Report By
 JU0508  HISTORY     - 1961     MONUMENTED       CGS
 JU0508  HISTORY     - 20050820 GOOD             GEOCAC
 JU0508
 JU0508                          STATION DESCRIPTION
 JU0508
 JU0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0508'1.1 MI SE FROM MAYS LANDING.
 JU0508'1.1 MILE SOUTHEAST ON COUNTY ROAD 559 FROM THE JUNCTION WITH U.S.
 JU0508'HIGHWAY 40 SOUTHEAST OF MAYS LANDING.  66 FEET EAST AND ACROSS
 JU0508'ROAD FROM POWER LINE POLE ACE 4289, 30.4 FEET SOUTHEAST OF THE
 JU0508'NORTHWEST CORNER OF UNION CEMETARY AND 26 FEET NORTHEAST OF THE
 JU0508'CENTER LINE OF ROAD 559.  SET IN THE TOP OF A CONCRETE POST
 JU0508'PROJECTING 2 INCHES AND ABOUT LEVEL WITH THE ROAD.
 JU0508
 JU0508                          STATION RECOVERY (2005)
 JU0508
 JU0508'RECOVERY NOTE BY GEOCACHING 2005 (STC)
 JU0508'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS AND CORRECTION.
 JU0508'STATION IS 1.5 FEET WEST OF THE CHAIN LINK FENCE SURROUNDING THE
 JU0508'CEMETERY, AND 4.6 FEET NORTHEAST OF A MAILBOX NUMBERED 5247.
 JU0508'STATION IS NOW FLUSH WITH THE GROUND.
 JU0508'HANDHELD GPS COORDINATES ARE N 39 26 14.5 W 74 42 35.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0423 ***********************************************************************
 JU0423  DESIGNATION -  L 58
 JU0423  PID         -  JU0423
 JU0423  STATE/COUNTY-  NJ/CAPE MAY
 JU0423  USGS QUAD   -  STONE HARBOR (1972)
 JU0423
 JU0423                         *CURRENT SURVEY CONTROL
 JU0423  ___________________________________________________________________
 JU0423* NAD 83(1986)-  39 03 46.     (N)    074 50 07.     (W)     SCALED    
 JU0423* NAVD 88     -         5.150  (meters)      16.90   (feet)  ADJUSTED  
 JU0423  ___________________________________________________________________
 JU0423  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 JU0423  DYNAMIC HT  -           5.147 (meters)      16.89  (feet)  COMP
 JU0423  MODELED GRAV-     980,063.0   (mgal)                       NAVD 88
 JU0423
 JU0423  VERT ORDER  -  FIRST     CLASS II
 JU0423
 JU0423.The horizontal coordinates were scaled from a topographic map and have
 JU0423.an estimated accuracy of +/- 6 seconds.
 JU0423
 JU0423.The orthometric height was determined by differential leveling
 JU0423.and adjusted by the National Geodetic Survey in June 1991..
 JU0423
 JU0423.The geoid height was determined by GEOID03.
 JU0423
 JU0423.The dynamic height is computed by dividing the NAVD 88
 JU0423.geopotential number by the normal gravity value computed on the
 JU0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0423.degrees latitude (g = 980.6199 gals.).
 JU0423
 JU0423.The modeled gravity was interpolated from observed gravity values.
 JU0423
 JU0423;                    North         East    Units  Estimated Accuracy
 JU0423;SPC NJ       -    25,520.      120,990.      MT  (+/- 180 meters Scaled)
 JU0423
 JU0423                          SUPERSEDED SURVEY CONTROL
 JU0423
 JU0423  NGVD 29 (04/16/92)    5.554  (m)           18.22   (f) ADJUSTED    1 2
 JU0423
 JU0423.Superseded values are not recommended for survey control.
 JU0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0423.See file dsdata.txt to determine how the superseded data were derived.
 JU0423
 JU0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ142237(NAD 83)
 JU0423_MARKER: DB = BENCH MARK DISK
 JU0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0423_STAMPING: L 58 1961
 JU0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0423+STABILITY: SURFACE MOTION
 JU0423
 JU0423  HISTORY     - Date     Condition        Report By
 JU0423  HISTORY     - 1961     MONUMENTED       CGS
 JU0423  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0423
 JU0423                          STATION DESCRIPTION
 JU0423
 JU0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0423'1.4 MI SW FROM CAPE MAY COURT HOUSE.
 JU0423'1.45 MILES SOUTHWEST ON U.S. HIGHWAY 9 FROM THE COURT HOUSE IN
 JU0423'CAPE MAY COURT HOUSE, 30 FEET NORTHWEST OF THE CENTER LINE OF
 JU0423'HIGHWAY 9, 24 FEET NORTHEAST OF THE CENTER OF JOHNSTOWN LANE,
 JU0423'20 FEET WEST OF POWER LINE POLE NO. W 10577 AND 1.5 FEET NORTHEAST
 JU0423'OF A STREET SIGN, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  SET IN
 JU0423'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JU0423
 JU0423                          STATION RECOVERY (1979)
 JU0423
 JU0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0423'NOT RECOVERED, ASSUMED DESTROYED AS A BROKEN OFF CONCRETE POST WAS
 JU0423'FOUND BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0990 ***********************************************************************
 JU0990  DESIGNATION -  L 59
 JU0990  PID         -  JU0990
 JU0990  STATE/COUNTY-  NJ/CUMBERLAND
 JU0990  USGS QUAD   -  MILLVILLE (1997)
 JU0990
 JU0990                         *CURRENT SURVEY CONTROL
 JU0990  ___________________________________________________________________
 JU0990* NAD 83(1986)-  39 23 24.     (N)    075 03 02.     (W)     SCALED    
 JU0990* NAVD 88     -         6.491  (meters)      21.30   (feet)  ADJUSTED  
 JU0990  ___________________________________________________________________
 JU0990  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JU0990  DYNAMIC HT  -           6.488 (meters)      21.29  (feet)  COMP
 JU0990  MODELED GRAV-     980,123.6   (mgal)                       NAVD 88
 JU0990
 JU0990  VERT ORDER  -  SECOND    CLASS 0
 JU0990
 JU0990.The horizontal coordinates were scaled from a topographic map and have
 JU0990.an estimated accuracy of +/- 6 seconds.
 JU0990
 JU0990.The orthometric height was determined by differential leveling
 JU0990.and adjusted by the National Geodetic Survey in June 1991..
 JU0990
 JU0990.The geoid height was determined by GEOID03.
 JU0990
 JU0990.The dynamic height is computed by dividing the NAVD 88
 JU0990.geopotential number by the normal gravity value computed on the
 JU0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0990.degrees latitude (g = 980.6199 gals.).
 JU0990
 JU0990.The modeled gravity was interpolated from observed gravity values.
 JU0990
 JU0990;                    North         East    Units  Estimated Accuracy
 JU0990;SPC NJ       -    61,940.      102,580.      MT  (+/- 180 meters Scaled)
 JU0990
 JU0990                          SUPERSEDED SURVEY CONTROL
 JU0990
 JU0990  NGVD 29 (04/16/92)    6.822  (m)           22.38   (f) ADJUSTED    2 0
 JU0990
 JU0990.Superseded values are not recommended for survey control.
 JU0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0990.See file dsdata.txt to determine how the superseded data were derived.
 JU0990
 JU0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ956600(NAD 83)
 JU0990_MARKER: DB = BENCH MARK DISK
 JU0990_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0990_SP_SET: CULVERT
 JU0990_STAMPING: L 59 1961
 JU0990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0990
 JU0990  HISTORY     - Date     Condition        Report By
 JU0990  HISTORY     - 1961     MONUMENTED       CGS
 JU0990  HISTORY     - 1979     GOOD             NGS
 JU0990  HISTORY     - 19950129 GOOD             USPSQD
 JU0990
 JU0990                          STATION DESCRIPTION
 JU0990
 JU0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0990'0.6 MI SW FROM MILLVILLE.
 JU0990'0.55 MILE SOUTHWEST ON THE MILLVILLE TO NEWPORT ROAD FROM THE
 JU0990'JUNCTION OF MAIN AVENUE AND CEDAR STREET IN MILLVILLE, 34 FEET
 JU0990'SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET IN A DRILL HOLE
 JU0990'IN THE SOUTHEAST CONCRETE HEADWALL OF THE CULVERT OVER WHITE MARSH
 JU0990'RUN AND 6.9 FEET NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL
 JU0990'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 JU0990
 JU0990                          STATION RECOVERY (1979)
 JU0990
 JU0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0990'RECOVERED IN GOOD CONDITION.
 JU0990
 JU0990                          STATION RECOVERY (1995)
 JU0990
 JU0990'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0038 ***********************************************************************
 JU0038  DESIGNATION -  L 6
 JU0038  PID         -  JU0038
 JU0038  STATE/COUNTY-  NJ/OCEAN
 JU0038  USGS QUAD   -  TOMS RIVER (1989)
 JU0038
 JU0038                         *CURRENT SURVEY CONTROL
 JU0038  ___________________________________________________________________
 JU0038* NAD 83(1986)-  39 56 15.     (N)    074 11 13.     (W)     SCALED    
 JU0038* NAVD 88     -         7.070  (meters)      23.20   (feet)  ADJUSTED  
 JU0038  ___________________________________________________________________
 JU0038  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JU0038  DYNAMIC HT  -           7.066 (meters)      23.18  (feet)  COMP
 JU0038  MODELED GRAV-     980,160.8   (mgal)                       NAVD 88
 JU0038
 JU0038  VERT ORDER  -  FIRST     CLASS I
 JU0038
 JU0038.The horizontal coordinates were scaled from a topographic map and have
 JU0038.an estimated accuracy of +/- 6 seconds.
 JU0038
 JU0038.The orthometric height was determined by differential leveling
 JU0038.and adjusted by the National Geodetic Survey in June 1991..
 JU0038
 JU0038.The geoid height was determined by GEOID03.
 JU0038
 JU0038.The dynamic height is computed by dividing the NAVD 88
 JU0038.geopotential number by the normal gravity value computed on the
 JU0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0038.degrees latitude (g = 980.6199 gals.).
 JU0038
 JU0038.The modeled gravity was interpolated from observed gravity values.
 JU0038
 JU0038;                    North         East    Units  Estimated Accuracy
 JU0038;SPC NJ       -   122,620.      176,760.      MT  (+/- 180 meters Scaled)
 JU0038
 JU0038                          SUPERSEDED SURVEY CONTROL
 JU0038
 JU0038  NGVD 29 (04/16/92)    7.427  (m)           24.37   (f) ADJUSTED    1 1
 JU0038
 JU0038.Superseded values are not recommended for survey control.
 JU0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0038.See file dsdata.txt to determine how the superseded data were derived.
 JU0038
 JU0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK694211(NAD 83)
 JU0038_MARKER: DB = BENCH MARK DISK
 JU0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0038_STAMPING: L 6 1930 24.544
 JU0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0038+STABILITY: SURFACE MOTION
 JU0038
 JU0038  HISTORY     - Date     Condition        Report By
 JU0038  HISTORY     - 1930     MONUMENTED       CGS
 JU0038  HISTORY     - 1964     GOOD             CGS
 JU0038  HISTORY     - 1979     GOOD             NGS
 JU0038  HISTORY     - 1983     POOR             NJGS
 JU0038  HISTORY     - 1987     GOOD             USPSQD
 JU0038  HISTORY     - 19940709 GOOD             USPSQD
 JU0038  HISTORY     - 19990722 GOOD             USPSQD
 JU0038
 JU0038                          STATION DESCRIPTION
 JU0038
 JU0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0038'0.2 MI SE FROM BEACHWOOD.
 JU0038'ABOUT 0.25 MILE SOUTHEAST ALONG STATE HIGHWAY 166 FROM THE FIRE
 JU0038'HOUSE AND CITY HALL AT BEACHWOOD, AT THE INTERSECTION OF U.S.
 JU0038'HIGHWAY 9, 39 FEET NORTHWEST OF THE CENTER LINE OF PENNANT
 JU0038'AVENUE, 8.0 FEET SOUTHWEST OF THE SOUTHWEST CURB OF U.S. HIGHWAY
 JU0038'9, 25 FEET WEST-NORTHWEST OF POWER POLE 626, ABOUT 0.5 FOOT ABOVE
 JU0038'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JU0038'PROJECTING 0.2 FOOT.  TIDAL STATION 39, BEACHWOOD, TOMS RIVER
 JU0038
 JU0038                          STATION RECOVERY (1979)
 JU0038
 JU0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0038'NOTE--CONCRETE POST HAS BEEN CHIPPED.
 JU0038
 JU0038                          STATION RECOVERY (1983)
 JU0038
 JU0038'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1983
 JU0038'TOP OF POST CHIPPED AND PART OF STAMPING WORN AWAY BUT DISK STILL
 JU0038'SOLID.
 JU0038
 JU0038                          STATION RECOVERY (1987)
 JU0038
 JU0038'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0038'RECOVERED IN GOOD CONDITION.
 JU0038
 JU0038                          STATION RECOVERY (1994)
 JU0038
 JU0038'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0038'RECOVERED IN GOOD CONDITION.
 JU0038
 JU0038                          STATION RECOVERY (1999)
 JU0038
 JU0038'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0462 ***********************************************************************
 KV0462  DESIGNATION -  L 62
 KV0462  PID         -  KV0462
 KV0462  STATE/COUNTY-  NJ/HUDSON
 KV0462  USGS QUAD   -  WEEHAWKEN (1995)
 KV0462
 KV0462                         *CURRENT SURVEY CONTROL
 KV0462  ___________________________________________________________________
 KV0462* NAD 83(1986)-  40 47 26.     (N)    074 03 25.     (W)     SCALED    
 KV0462* NAVD 88     -         3.341  (meters)      10.96   (feet)  ADJUSTED  
 KV0462  ___________________________________________________________________
 KV0462  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 KV0462  DYNAMIC HT  -           3.340 (meters)      10.96  (feet)  COMP
 KV0462  MODELED GRAV-     980,238.7   (mgal)                       NAVD 88
 KV0462
 KV0462  VERT ORDER  -  SECOND    CLASS 0
 KV0462
 KV0462.The horizontal coordinates were scaled from a topographic map and have
 KV0462.an estimated accuracy of +/- 6 seconds.
 KV0462
 KV0462.The orthometric height was determined by differential leveling
 KV0462.and adjusted by the National Geodetic Survey in June 1991..
 KV0462
 KV0462.The geoid height was determined by GEOID03.
 KV0462
 KV0462.The dynamic height is computed by dividing the NAVD 88
 KV0462.geopotential number by the normal gravity value computed on the
 KV0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0462.degrees latitude (g = 980.6199 gals.).
 KV0462
 KV0462.The modeled gravity was interpolated from observed gravity values.
 KV0462
 KV0462;                    North         East    Units  Estimated Accuracy
 KV0462;SPC NJ       -   217,390.      187,390.      MT  (+/- 180 meters Scaled)
 KV0462
 KV0462                          SUPERSEDED SURVEY CONTROL
 KV0462
 KV0462  NGVD 29 (??/??/??)    3.670  (m)           12.04   (f) ADJUSTED    2 0
 KV0462
 KV0462.Superseded values are not recommended for survey control.
 KV0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0462.See file dsdata.txt to determine how the superseded data were derived.
 KV0462
 KV0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL795159(NAD 83)
 KV0462_MARKER: DB = BENCH MARK DISK
 KV0462_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0462_SP_SET: BUILDING
 KV0462_STAMPING: L 62 1962
 KV0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0462+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1998
 KV0462
 KV0462  HISTORY     - Date     Condition        Report By
 KV0462  HISTORY     - 1962     MONUMENTED       CGS
 KV0462  HISTORY     - 1989     GOOD             USPSQD
 KV0462  HISTORY     - 19980929 GOOD             PORANY
 KV0462  HISTORY     - 20050806 MARK NOT FOUND   GARDEL
 KV0462
 KV0462                          STATION DESCRIPTION
 KV0462
 KV0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KV0462'AT SEGACUS.
 KV0462'SET IN A DRILL HOLE AT THE NORTHEAST CORNER OF THE SECAUCUS
 KV0462'PUBLIC LIBRARY, 39.3 FEET NORTHWEST OF THE EAST CORNER OF THE
 KV0462'BUILDING, 4.6 FEET SOUTH OF THE WEST CORNER AND ONE FOOT ABOVE
 KV0462'THE GROUND.
 KV0462
 KV0462                          STATION RECOVERY (1989)
 KV0462
 KV0462'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV0462'RECOVERED IN GOOD CONDITION.
 KV0462
 KV0462                          STATION RECOVERY (1998)
 KV0462
 KV0462'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 1998 (SSZ)
 KV0462'RECOVERED IN GOOD CONDITION.
 KV0462
 KV0462                          STATION RECOVERY (2005)
 KV0462
 KV0462'RECOVERY NOTE BY GARDELL ASSOCIATES INC. 2005 (SMG)
 KV0462'STATION IS DESCRIBED AS BEING LOCATED IN NE CORNER OF LIBRARY BLDG.
 KV0462'THE LIBRARY MOVED IN JANUARY 2002.  THE OLD LIBRARY BUILDING IS NOW
 KV0462'SECAUCUS DAY CARE, LOCATED AT 150 PLAZA CENTER, AT PATERSON PLANK
 KV0462'ROAD, PHONE 201-908-0780.  WHEN IN THE FIELD, WE DID NOT HAVE THE OLD
 KV0462'ADDRESS OF THE LIBRARY SO WERE UNABLE TO CONFIRM STATION EXISTENCE OR
 KV0462'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0702 ***********************************************************************
 JU0702  DESIGNATION -  L 63
 JU0702  PID         -  JU0702
 JU0702  STATE/COUNTY-  NJ/CAMDEN
 JU0702  USGS QUAD   -  CAMDEN (1995)
 JU0702
 JU0702                         *CURRENT SURVEY CONTROL
 JU0702  ___________________________________________________________________
 JU0702* NAD 83(1986)-  39 54 22.     (N)    075 05 16.     (W)     SCALED    
 JU0702* NAVD 88     -         5.246  (meters)      17.21   (feet)  ADJUSTED  
 JU0702  ___________________________________________________________________
 JU0702  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 JU0702  DYNAMIC HT  -           5.244 (meters)      17.20  (feet)  COMP
 JU0702  MODELED GRAV-     980,189.5   (mgal)                       NAVD 88
 JU0702
 JU0702  VERT ORDER  -  FIRST     CLASS I
 JU0702
 JU0702.The horizontal coordinates were scaled from a topographic map and have
 JU0702.an estimated accuracy of +/- 6 seconds.
 JU0702
 JU0702.The orthometric height was determined by differential leveling
 JU0702.and adjusted by the National Geodetic Survey in June 1991..
 JU0702
 JU0702.The geoid height was determined by GEOID03.
 JU0702
 JU0702.The dynamic height is computed by dividing the NAVD 88
 JU0702.geopotential number by the normal gravity value computed on the
 JU0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0702.degrees latitude (g = 980.6199 gals.).
 JU0702
 JU0702.The modeled gravity was interpolated from observed gravity values.
 JU0702
 JU0702;                    North         East    Units  Estimated Accuracy
 JU0702;SPC NJ       -   119,260.       99,740.      MT  (+/- 180 meters Scaled)
 JU0702
 JU0702                          SUPERSEDED SURVEY CONTROL
 JU0702
 JU0702  NGVD 29 (??/??/??)    5.590  (m)           18.34   (f) ADJUSTED    1 1
 JU0702
 JU0702.Superseded values are not recommended for survey control.
 JU0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0702.See file dsdata.txt to determine how the superseded data were derived.
 JU0702
 JU0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK924173(NAD 83)
 JU0702_MARKER: DB = BENCH MARK DISK
 JU0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0702_SP_SET: MASONRY STONE
 JU0702_STAMPING: L 63 1963
 JU0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0702+STABILITY: SURFACE MOTION
 JU0702
 JU0702  HISTORY     - Date     Condition        Report By
 JU0702  HISTORY     - 1963     MONUMENTED       CGS
 JU0702  HISTORY     - 1964     GOOD             CGS
 JU0702  HISTORY     - 19941010 POOR             USPSQD
 JU0702  HISTORY     - 19980111 MARK NOT FOUND   USPSQD
 JU0702
 JU0702                          STATION DESCRIPTION
 JU0702
 JU0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0702'1.3 MI NW FROM AUDUBON.
 JU0702'1.3 MILES NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0702'LINES FROM THE STATION AT AUDOBON, SET ON TOP OF THE NORTHEAST
 JU0702'END OF THE NORTHWEST MASONRY STONE ABUTMENT FOR A BRIDGE OVER
 JU0702'NEWTON LAKE, ABOUT 0.2 MILE SOUTHEAST OF THE WEST COLLINGSWOOD
 JU0702'WAITING STATION, 12 FEET NORTHEAST OF NORTHEAST RAIL, AND ABOUT
 JU0702'1 FOOT BELOW LEVEL OF TRACK.
 JU0702
 JU0702                          STATION RECOVERY (1994)
 JU0702
 JU0702'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0702'MARK RECOVERED IN POOR CONDITION.
 JU0702
 JU0702                          STATION RECOVERY (1998)
 JU0702
 JU0702'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0290 ***********************************************************************
 JU0290  DESIGNATION -  L 64
 JU0290  PID         -  JU0290
 JU0290  STATE/COUNTY-  NJ/ATLANTIC
 JU0290  USGS QUAD   -  OCEANVILLE (1989)
 JU0290
 JU0290                         *CURRENT SURVEY CONTROL
 JU0290  ___________________________________________________________________
 JU0290* NAD 83(1986)-  39 24 40.     (N)    074 29 49.     (W)     SCALED    
 JU0290* NAVD 88     -         5.310  (meters)      17.42   (feet)  ADJUSTED  
 JU0290  ___________________________________________________________________
 JU0290  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JU0290  DYNAMIC HT  -           5.307 (meters)      17.41  (feet)  COMP
 JU0290  MODELED GRAV-     980,117.4   (mgal)                       NAVD 88
 JU0290
 JU0290  VERT ORDER  -  FIRST     CLASS I
 JU0290
 JU0290.The horizontal coordinates were scaled from a topographic map and have
 JU0290.an estimated accuracy of +/- 6 seconds.
 JU0290
 JU0290.The orthometric height was determined by differential leveling
 JU0290.and adjusted by the National Geodetic Survey in June 1991..
 JU0290
 JU0290.The geoid height was determined by GEOID03.
 JU0290
 JU0290.The dynamic height is computed by dividing the NAVD 88
 JU0290.geopotential number by the normal gravity value computed on the
 JU0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0290.degrees latitude (g = 980.6199 gals.).
 JU0290
 JU0290.The modeled gravity was interpolated from observed gravity values.
 JU0290
 JU0290;                    North         East    Units  Estimated Accuracy
 JU0290;SPC NJ       -    64,140.      150,260.      MT  (+/- 180 meters Scaled)
 JU0290
 JU0290                          SUPERSEDED SURVEY CONTROL
 JU0290
 JU0290  NGVD 29 (01/10/92)    5.702  (m)           18.71   (f) ADJUSTED    1 1
 JU0290
 JU0290.Superseded values are not recommended for survey control.
 JU0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0290.See file dsdata.txt to determine how the superseded data were derived.
 JU0290
 JU0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ433625(NAD 83)
 JU0290_MARKER: DB = BENCH MARK DISK
 JU0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0290_SP_SET: CULVERT
 JU0290_STAMPING: L 64 1963
 JU0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0290
 JU0290  HISTORY     - Date     Condition        Report By
 JU0290  HISTORY     - 1963     MONUMENTED       CGS
 JU0290  HISTORY     - 1964     GOOD             CGS
 JU0290  HISTORY     - 1979     GOOD             NGS
 JU0290
 JU0290                          STATION DESCRIPTION
 JU0290
 JU0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0290'0.9 MI SE FROM ABSECON.
 JU0290'0.9 MILE SOUTHEAST AND SOUTH ALONG THE PENNSYLVANIA-READING
 JU0290'SEASHORE LINES FROM THE STATION AT ABSECON, ABOUT 104 YARDS SOUTH
 JU0290'OF MILEPOST 53, SET ON TOP OF THE NORTH END OF THE WEST HEAD WALL
 JU0290'FOR A 10-FOOT CONCRETE BOX CULVERT, 6.5 FEET WEST OF WEST RAIL,
 JU0290'AND ABOUT LEVEL WITH THE TRACK.
 JU0290
 JU0290                          STATION RECOVERY (1979)
 JU0290
 JU0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0353 ***********************************************************************
 JU0353  DESIGNATION -  L 65
 JU0353  PID         -  JU0353
 JU0353  STATE/COUNTY-  NJ/ATLANTIC
 JU0353  USGS QUAD   -  OCEAN CITY (1994)
 JU0353
 JU0353                         *CURRENT SURVEY CONTROL
 JU0353  ___________________________________________________________________
 JU0353* NAD 83(1986)-  39 22 07.     (N)    074 33 36.     (W)     SCALED    
 JU0353* NAVD 88     -         7.723  (meters)      25.34   (feet)  ADJUSTED  
 JU0353  ___________________________________________________________________
 JU0353  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 JU0353  DYNAMIC HT  -           7.719 (meters)      25.32  (feet)  COMP
 JU0353  MODELED GRAV-     980,112.5   (mgal)                       NAVD 88
 JU0353
 JU0353  VERT ORDER  -  FIRST     CLASS I
 JU0353
 JU0353.The horizontal coordinates were scaled from a topographic map and have
 JU0353.an estimated accuracy of +/- 6 seconds.
 JU0353
 JU0353.The orthometric height was determined by differential leveling
 JU0353.and adjusted by the National Geodetic Survey in June 1991..
 JU0353
 JU0353.The geoid height was determined by GEOID03.
 JU0353
 JU0353.The dynamic height is computed by dividing the NAVD 88
 JU0353.geopotential number by the normal gravity value computed on the
 JU0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0353.degrees latitude (g = 980.6199 gals.).
 JU0353
 JU0353.The modeled gravity was interpolated from observed gravity values.
 JU0353
 JU0353;                    North         East    Units  Estimated Accuracy
 JU0353;SPC NJ       -    59,420.      144,830.      MT  (+/- 180 meters Scaled)
 JU0353
 JU0353                          SUPERSEDED SURVEY CONTROL
 JU0353
 JU0353  NGVD 29 (04/16/92)    8.117  (m)           26.63   (f) ADJUSTED    1 1
 JU0353
 JU0353.Superseded values are not recommended for survey control.
 JU0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0353.See file dsdata.txt to determine how the superseded data were derived.
 JU0353
 JU0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ379577(NAD 83)
 JU0353_MARKER: DB = BENCH MARK DISK
 JU0353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0353_SP_SET: BUILDING
 JU0353_STAMPING: L 65 1964
 JU0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0353
 JU0353  HISTORY     - Date     Condition        Report By
 JU0353  HISTORY     - 1964     MONUMENTED       CGS
 JU0353  HISTORY     - 1979     GOOD             NGS
 JU0353  HISTORY     - 1983     GOOD             LOCSUR
 JU0353
 JU0353                          STATION DESCRIPTION
 JU0353
 JU0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0353'2.2 MI SW FROM PLEASANTVILLE.
 JU0353'2.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 9 FROM THE INTERSECTION
 JU0353'OF U.S. HIGHWAYS 322 AND 40 AT PLEASANTVILLE, AT THE INTERSECTION
 JU0353'OF MILL ROAD, SET VERTICALLY IN THE NORTHEAST BRICK WALL AT THE
 JU0353'NORTH CORNER OF THE MILL ROAD SCHOOL, 76 FEET SOUTHWEST OF THE
 JU0353'CENTER LINE OF MILL ROAD, 90 FEET SOUTHEAST OF THE CENTER
 JU0353'LINE OF THE HIGHWAY, 1.0 FOOT SOUTHEAST OF THE NORTH CORNER
 JU0353'OF THE BUILDING AND ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.
 JU0353
 JU0353                          STATION RECOVERY (1979)
 JU0353
 JU0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0353'RECOVERED IN GOOD CONDITION.
 JU0353
 JU0353                          STATION RECOVERY (1983)
 JU0353
 JU0353'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JU0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0088 ***********************************************************************
 JU0088  DESIGNATION -  L 66
 JU0088  PID         -  JU0088
 JU0088  STATE/COUNTY-  NJ/OCEAN
 JU0088  USGS QUAD   -  WEST CREEK (1972)
 JU0088
 JU0088                         *CURRENT SURVEY CONTROL
 JU0088  ___________________________________________________________________
 JU0088* NAD 83(1986)-  39 38 32.     (N)    074 18 02.     (W)     SCALED    
 JU0088* NAVD 88     -         4.746  (meters)      15.57   (feet)  ADJUSTED  
 JU0088  ___________________________________________________________________
 JU0088  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JU0088  DYNAMIC HT  -           4.744 (meters)      15.56  (feet)  COMP
 JU0088  MODELED GRAV-     980,157.6   (mgal)                       NAVD 88
 JU0088
 JU0088  VERT ORDER  -  FIRST     CLASS I
 JU0088
 JU0088.The horizontal coordinates were scaled from a topographic map and have
 JU0088.an estimated accuracy of +/- 6 seconds.
 JU0088
 JU0088.The orthometric height was determined by differential leveling
 JU0088.and adjusted by the National Geodetic Survey in June 1991..
 JU0088
 JU0088.The geoid height was determined by GEOID03.
 JU0088
 JU0088.The dynamic height is computed by dividing the NAVD 88
 JU0088.geopotential number by the normal gravity value computed on the
 JU0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0088.degrees latitude (g = 980.6199 gals.).
 JU0088
 JU0088.The modeled gravity was interpolated from observed gravity values.
 JU0088
 JU0088;                    North         East    Units  Estimated Accuracy
 JU0088;SPC NJ       -    89,810.      167,120.      MT  (+/- 180 meters Scaled)
 JU0088
 JU0088                          SUPERSEDED SURVEY CONTROL
 JU0088
 JU0088  NGVD 29 (04/16/92)    5.131  (m)           16.83   (f) ADJUSTED    1 1
 JU0088
 JU0088.Superseded values are not recommended for survey control.
 JU0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0088.See file dsdata.txt to determine how the superseded data were derived.
 JU0088
 JU0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ600882(NAD 83)
 JU0088_MARKER: DB = BENCH MARK DISK
 JU0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0088_STAMPING: L 66 1964
 JU0088_MARK LOGO: CGS   
 JU0088_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0088+STABILITY: SURFACE MOTION
 JU0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0088+SATELLITE: SATELLITE OBSERVATIONS - January 31, 1995
 JU0088
 JU0088  HISTORY     - Date     Condition        Report By
 JU0088  HISTORY     - 1964     MONUMENTED       CGS
 JU0088  HISTORY     - 1979     GOOD             NGS
 JU0088  HISTORY     - 1985     GOOD             USPSQD
 JU0088  HISTORY     - 19940916 MARK NOT FOUND   USPSQD
 JU0088  HISTORY     - 19950131 GOOD             NJGS
 JU0088
 JU0088                          STATION DESCRIPTION
 JU0088
 JU0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0088'0.7 MI NE FROM WEST CREEK.
 JU0088'ABOUT 0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 9 FROM THE POST
 JU0088'OFFICE AT WEST CREEK, 0.1 MILE NORTH OF BLACK TOP ROAD LEADING
 JU0088'NORTHWEST TO STAFFORD FORGE, 63 FEET SOUTH OF THE SOUTH CORNER OF
 JU0088'A LIQUOR STORE (NEW BUILDING), 36 FEET NORTHWEST OF THE CENTER
 JU0088'LINE OF THE HIGHWAY, 18 FEET NORTH OF CABLE LINE POLE 14-1085,
 JU0088'2.3 FEET WEST OF THE WEST EDGE OF THE BLACK TOP PARKING AREA IN
 JU0088'FRONT OF THE STORE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 JU0088'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 JU0088
 JU0088                          STATION RECOVERY (1979)
 JU0088
 JU0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0088'RECOVERED IN GOOD CONDITION.
 JU0088
 JU0088                          STATION RECOVERY (1985)
 JU0088
 JU0088'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0088'RECOVERED IN GOOD CONDITION.
 JU0088
 JU0088                          STATION RECOVERY (1994)
 JU0088
 JU0088'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0088'MARK NOT FOUND.
 JU0088
 JU0088                          STATION RECOVERY (1995)
 JU0088
 JU0088'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0088'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0133 ***********************************************************************
 JU0133  DESIGNATION -  L 67
 JU0133  PID         -  JU0133
 JU0133  STATE/COUNTY-  NJ/OCEAN
 JU0133  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0133
 JU0133                         *CURRENT SURVEY CONTROL
 JU0133  ___________________________________________________________________
 JU0133* NAD 83(1986)-  39 40 31.     (N)    074 13 15.     (W)     SCALED    
 JU0133* NAVD 88     -         0.570  (meters)       1.87   (feet)  ADJUSTED  
 JU0133  ___________________________________________________________________
 JU0133  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JU0133  DYNAMIC HT  -           0.570 (meters)       1.87  (feet)  COMP
 JU0133  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 JU0133
 JU0133  VERT ORDER  -  FIRST     CLASS I
 JU0133
 JU0133.The horizontal coordinates were scaled from a topographic map and have
 JU0133.an estimated accuracy of +/- 6 seconds.
 JU0133
 JU0133.The orthometric height was determined by differential leveling
 JU0133.and adjusted by the National Geodetic Survey in June 1991..
 JU0133
 JU0133.The geoid height was determined by GEOID03.
 JU0133
 JU0133.The dynamic height is computed by dividing the NAVD 88
 JU0133.geopotential number by the normal gravity value computed on the
 JU0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0133.degrees latitude (g = 980.6199 gals.).
 JU0133
 JU0133.The modeled gravity was interpolated from observed gravity values.
 JU0133
 JU0133;                    North         East    Units  Estimated Accuracy
 JU0133;SPC NJ       -    93,500.      173,950.      MT  (+/- 180 meters Scaled)
 JU0133
 JU0133                          SUPERSEDED SURVEY CONTROL
 JU0133
 JU0133  NGVD 29 (??/??/??)    0.954  (m)            3.13   (f) ADJUSTED    1 1
 JU0133
 JU0133.Superseded values are not recommended for survey control.
 JU0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0133.See file dsdata.txt to determine how the superseded data were derived.
 JU0133
 JU0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ668920(NAD 83)
 JU0133_MARKER: DB = BENCH MARK DISK
 JU0133_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JU0133+WITH SETTING: INTO GROUND
 JU0133_SP_SET: 120 FEET
 JU0133_STAMPING: L 67 1964
 JU0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0133+STABILITY: SURFACE MOTION
 JU0133
 JU0133  HISTORY     - Date     Condition        Report By
 JU0133  HISTORY     - 1964     MONUMENTED       CGS
 JU0133  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0133  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0133  HISTORY     - 19950201 MARK NOT FOUND   NJGS
 JU0133
 JU0133                          STATION DESCRIPTION
 JU0133
 JU0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0133'2.7 MI SE FROM MANAHAWKIN.
 JU0133'ABOUT 2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE
 JU0133'INTERSECTION OF U.S. HIGHWAY 9 AT MANAHAWKIN, 0.55 MILE NORTHWEST
 JU0133'OF THE NORTHWEST END OF THE NORTHWEST ONE OF FOUR BRIDGES IN THE
 JU0133'LONG BEACH CAUSEWAY, 40.5 FEET EAST OF THE EAST CORNER OF HOUSE
 JU0133'WITH MAIL BOX NO. 1212, 86.0 FEET NORTHEAST OF THE CENTER LINE OF
 JU0133'THE HIGHWAY, 103.0 FEET EAST OF AND ACROSS HIGHWAY FROM THE
 JU0133'SOUTHEAST END OF CONCRETE HEAD WALL OF A BOX CULVERT UNDER HIGHWAY
 JU0133'AND OVER A SMALL CREEK, 70 FEET NORTH OF POWER POLE 16181, 14.0
 JU0133'FEET EAST OF A SMALL 2 CAR GARAGE, 1.0 FOOT SOUTHWEST OF A METAL
 JU0133'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IS A DISK ON TOP
 JU0133'OF A COPPER COATED STEEL ROD PROJECTING 1 INCH AND PROTECTED BY A
 JU0133'8-INCH SQUARE TILE PROJECTING 2 INCHES.  THE ROD WAS DRIVEN TO A
 JU0133'DEPTH OF 120 FEET.
 JU0133
 JU0133                          STATION RECOVERY (1985)
 JU0133
 JU0133'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0133'MARK NOT FOUND.
 JU0133
 JU0133                          STATION RECOVERY (1987)
 JU0133
 JU0133'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0133'MARK NOT FOUND.
 JU0133
 JU0133                          STATION RECOVERY (1995)
 JU0133
 JU0133'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0133'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0133'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0044 ***********************************************************************
 JU0044  DESIGNATION -  L 68
 JU0044  PID         -  JU0044
 JU0044  STATE/COUNTY-  NJ/OCEAN
 JU0044  USGS QUAD   -  SEASIDE PARK (1989)
 JU0044
 JU0044                         *CURRENT SURVEY CONTROL
 JU0044  ___________________________________________________________________
 JU0044* NAD 83(1986)-  39 55 38.     (N)    074 07 26.     (W)     SCALED    
 JU0044* NAVD 88     -         0.855  (meters)       2.81   (feet)  ADJUSTED  
 JU0044  ___________________________________________________________________
 JU0044  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU0044  DYNAMIC HT  -           0.855 (meters)       2.81  (feet)  COMP
 JU0044  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 JU0044
 JU0044  VERT ORDER  -  FIRST     CLASS I
 JU0044
 JU0044.The horizontal coordinates were scaled from a topographic map and have
 JU0044.an estimated accuracy of +/- 6 seconds.
 JU0044
 JU0044.The orthometric height was determined by differential leveling
 JU0044.and adjusted by the National Geodetic Survey in June 1991..
 JU0044
 JU0044.The geoid height was determined by GEOID03.
 JU0044
 JU0044.The dynamic height is computed by dividing the NAVD 88
 JU0044.geopotential number by the normal gravity value computed on the
 JU0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0044.degrees latitude (g = 980.6199 gals.).
 JU0044
 JU0044.The modeled gravity was interpolated from observed gravity values.
 JU0044
 JU0044;                    North         East    Units  Estimated Accuracy
 JU0044;SPC NJ       -   121,500.      182,150.      MT  (+/- 180 meters Scaled)
 JU0044
 JU0044                          SUPERSEDED SURVEY CONTROL
 JU0044
 JU0044  NGVD 29 (04/16/92)    1.216  (m)            3.99   (f) ADJUSTED    1 1
 JU0044
 JU0044.Superseded values are not recommended for survey control.
 JU0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0044.See file dsdata.txt to determine how the superseded data were derived.
 JU0044
 JU0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK748200(NAD 83)
 JU0044_MARKER: DB = BENCH MARK DISK
 JU0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0044_STAMPING: L 68 1964
 JU0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0044+STABILITY: SURFACE MOTION
 JU0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0044+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2005
 JU0044
 JU0044  HISTORY     - Date     Condition        Report By
 JU0044  HISTORY     - 1964     MONUMENTED       CGS
 JU0044  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU0044  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0044  HISTORY     - 19940809 MARK NOT FOUND   USPSQD
 JU0044  HISTORY     - 20050516 GOOD             INDIV
 JU0044
 JU0044                          STATION DESCRIPTION
 JU0044
 JU0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0044'1 MI E FROM OCEAN GATE.
 JU0044'ABOUT 0.05 MILE NORTH ALONG OCEAN GATE AVENUE FROM THE POST
 JU0044'OFFICE AT OCEAN GATE, THENCE ABOUT 0.9 MILE EAST ALONG BAYVIEW
 JU0044'AVENUE, NEAR THE INTERSECTION OF NARRIGANSETTE AVENUE, 123.0 FEET
 JU0044'EAST OF THE CENTER LINE OF NARRIGANSETTE AVENUE, 24.0 FEET SOUTH
 JU0044'OF THE CENTER LINE OF BAYVIEW AVENUE, 3.5 FEET WEST OF POWER
 JU0044'POLE 984B, 104.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE
 JU0044'NO. 411, 1.6 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 JU0044'THE AVENUE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 JU0044'FOOT.
 JU0044
 JU0044                          STATION RECOVERY (1984)
 JU0044
 JU0044'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0044'MARK NOT FOUND.
 JU0044
 JU0044                          STATION RECOVERY (1987)
 JU0044
 JU0044'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0044'MARK NOT FOUND.
 JU0044
 JU0044                          STATION RECOVERY (1994)
 JU0044
 JU0044'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0044'MARK NOT FOUND.
 JU0044
 JU0044                          STATION RECOVERY (2005)
 JU0044
 JU0044'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RAL)
 JU0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0840 ***********************************************************************
 KV0840  DESIGNATION -  L 69
 KV0840  PID         -  KV0840
 KV0840  STATE/COUNTY-  NJ/OCEAN
 KV0840  USGS QUAD   -  POINT PLEASANT (1989)
 KV0840
 KV0840                         *CURRENT SURVEY CONTROL
 KV0840  ___________________________________________________________________
 KV0840* NAD 83(1986)-  40 04 43.     (N)    074 02 48.     (W)     SCALED    
 KV0840* NAVD 88     -         1.363  (meters)       4.47   (feet)  ADJUSTED  
 KV0840  ___________________________________________________________________
 KV0840  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KV0840  DYNAMIC HT  -           1.363 (meters)       4.47  (feet)  COMP
 KV0840  MODELED GRAV-     980,157.4   (mgal)                       NAVD 88
 KV0840
 KV0840  VERT ORDER  -  FIRST     CLASS II
 KV0840
 KV0840.The horizontal coordinates were scaled from a topographic map and have
 KV0840.an estimated accuracy of +/- 6 seconds.
 KV0840
 KV0840.The orthometric height was determined by differential leveling
 KV0840.and adjusted by the National Geodetic Survey in March 2001..
 KV0840.No vertical observational check was made to the station.
 KV0840
 KV0840.The geoid height was determined by GEOID03.
 KV0840
 KV0840.The dynamic height is computed by dividing the NAVD 88
 KV0840.geopotential number by the normal gravity value computed on the
 KV0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0840.degrees latitude (g = 980.6199 gals.).
 KV0840
 KV0840.The modeled gravity was interpolated from observed gravity values.
 KV0840
 KV0840;                    North         East    Units  Estimated Accuracy
 KV0840;SPC NJ       -   138,340.      188,660.      MT  (+/- 180 meters Scaled)
 KV0840
 KV0840                          SUPERSEDED SURVEY CONTROL
 KV0840
 KV0840  NAVD 88 (06/15/91)    1.367  (m)            4.48   (f) UNKNOWN     1 1
 KV0840  NGVD 29 (04/16/92)    1.703  (m)            5.59   (f) ADJUSTED    1 1
 KV0840
 KV0840.Superseded values are not recommended for survey control.
 KV0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0840.See file dsdata.txt to determine how the superseded data were derived.
 KV0840
 KV0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK812369(NAD 83)
 KV0840_MARKER: DB = BENCH MARK DISK
 KV0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0840_STAMPING: L 69 1964
 KV0840_MARK LOGO: CGS   
 KV0840_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0840+STABILITY: SURFACE MOTION
 KV0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0840+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1998
 KV0840
 KV0840  HISTORY     - Date     Condition        Report By
 KV0840  HISTORY     - 1964     MONUMENTED       CGS
 KV0840  HISTORY     - 1968     GOOD             LOCSUR
 KV0840  HISTORY     - 1979     GOOD             NGS
 KV0840  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV0840  HISTORY     - 19980625 GOOD             NJGS
 KV0840
 KV0840                          STATION DESCRIPTION
 KV0840
 KV0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0840'0.8 MI S FROM PT PLEASANT BEACH.
 KV0840'0.85 MILE SOUTH ALONG THE NEW YORK AND LONG BRANCH RAILROAD
 KV0840'FROM THE STATION AT POINT PLEASANT BENCH, NEAR THE CROSSING OF
 KV0840'STATE HIGHWAY 35, 76.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 KV0840'HIGHWAY, 107 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 KV0840'HIGHWAY CROSSING THE TRACK, 20.5 FEET EAST OF THE EAST RAIL,
 KV0840'5 FEET NORTH OF A POWER LINE POLE (2ND POLE SOUTH OF HIGHWAY
 KV0840'CROSSING), IN LINE WITH A ROW OF POWER LINE POLES, 1.5 FEET
 KV0840'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TOP OF
 KV0840'RAIL, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 KV0840'ABOVE THE LEVEL OF THE GROUND.  NOTE-- MARK MAY ALSO BE
 KV0840'REACHED BY GOING 0.15 MILE EAST ALONG BRIDGE AVENUE FROM THE POST
 KV0840'OFFICE AT BAY HEAD, THENCE 0.75 MILE NORTH ALONG STATE HIGHWAY
 KV0840'35 TO BENCH MARK.
 KV0840
 KV0840                          STATION RECOVERY (1968)
 KV0840
 KV0840'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 KV0840'RECOVERED IN GOOD CONDITION.
 KV0840
 KV0840                          STATION RECOVERY (1979)
 KV0840
 KV0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0840'RECOVERED IN GOOD CONDITION.
 KV0840
 KV0840                          STATION RECOVERY (1984)
 KV0840
 KV0840'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0840'MARK NOT FOUND.
 KV0840
 KV0840                          STATION RECOVERY (1998)
 KV0840
 KV0840'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV0840'THE STATION IS LOCATED IN THE BOROUGH OF POINT PLEASANT BEACH ON THE
 KV0840'SOUTH SIDE OF STATE ROUTE 35, WITHIN THE RIGHT OF WAY OF THE NEW
 KV0840'JERSEY TRANSIT RAILROAD, NORTH JERSY COAST LINE BRANCH.  TO REACH THE
 KV0840'STATION FROM THE STATE ROUTES 34, 35 AND 70 TRAFFIC CIRCLE IN BRIELLE
 KV0840'BOROUGH, GO SOUTHEAST ON STATE ROUTE 35 FOR 3.1 MI (5.0 KM) TO THE
 KV0840'GRADE CROSSING OF THE NEW JERSEY TRANSIT RAILROAD AND THE STATION ON
 KV0840'THE RIGHT.  THE STATION IS 1.4 M (4.6 FT) NORTH FROM A WOOD UTILITY
 KV0840'POLE WITH NO NUMBER, 6.1 M (20.0 FT) EAST FROM THE EAST RAIL OF THE
 KV0840'EAST TRACK, 23.6 M (77.4 FT) SOUTHWEST FROM THE CENTERLINE OF STATE
 KV0840'ROUTE 35, 11.0 M (36.1 FT) SOUTH FROM THE CENTER OF A 1 M (3.3 FT)
 KV0840'TALL CAST IRON ELECTRICAL JUNCTION BOX ON TOP OF A 0.5 M (1.6 FT) TALL
 KV0840'CONCRETE PEDESTAL AND 18.7 M (61.4 FT) WEST SOUTHWEST FROM WOOD
 KV0840'UTILITY POLE NUMBER JC338 PP.  THE STATION IS SET FLUSH WITH THE
 KV0840'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0201 ***********************************************************************
 JU0201  DESIGNATION -  L 7
 JU0201  PID         -  JU0201
 JU0201  STATE/COUNTY-  NJ/OCEAN
 JU0201  USGS QUAD   -  BEACH HAVEN (1977)
 JU0201
 JU0201                         *CURRENT SURVEY CONTROL
 JU0201  ___________________________________________________________________
 JU0201* NAD 83(1986)-  39 34 01.     (N)    074 14 15.     (W)     SCALED    
 JU0201* NAVD 88     -         2.026  (meters)       6.65   (feet)  ADJUSTED  
 JU0201  ___________________________________________________________________
 JU0201  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JU0201  DYNAMIC HT  -           2.025 (meters)       6.64  (feet)  COMP
 JU0201  MODELED GRAV-     980,136.9   (mgal)                       NAVD 88
 JU0201
 JU0201  VERT ORDER  -  FIRST     CLASS I
 JU0201
 JU0201.The horizontal coordinates were scaled from a topographic map and have
 JU0201.an estimated accuracy of +/- 6 seconds.
 JU0201
 JU0201.The orthometric height was determined by differential leveling
 JU0201.and adjusted by the National Geodetic Survey in April 1997..
 JU0201
 JU0201.The geoid height was determined by GEOID03.
 JU0201
 JU0201.The dynamic height is computed by dividing the NAVD 88
 JU0201.geopotential number by the normal gravity value computed on the
 JU0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0201.degrees latitude (g = 980.6199 gals.).
 JU0201
 JU0201.The modeled gravity was interpolated from observed gravity values.
 JU0201
 JU0201;                    North         East    Units  Estimated Accuracy
 JU0201;SPC NJ       -    81,470.      172,560.      MT  (+/- 180 meters Scaled)
 JU0201
 JU0201                          SUPERSEDED SURVEY CONTROL
 JU0201
 JU0201  NAVD 88 (06/15/91)    2.077  (m)            6.81   (f) UNKNOWN     1 1
 JU0201  NGVD 29 (??/??/??)    2.459  (m)            8.07   (f) ADJUSTED    1 1
 JU0201
 JU0201.Superseded values are not recommended for survey control.
 JU0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0201.See file dsdata.txt to determine how the superseded data were derived.
 JU0201
 JU0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ654799(NAD 83)
 JU0201_MARKER: DB = BENCH MARK DISK
 JU0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0201_SP_SET: BRICK SCHOOL BUILDING
 JU0201_STAMPING: L 7 1930 8.320
 JU0201_MARK LOGO: CGS   
 JU0201_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0201+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1996
 JU0201
 JU0201  HISTORY     - Date     Condition        Report By
 JU0201  HISTORY     - 1930     MONUMENTED       CGS
 JU0201  HISTORY     - 1964     GOOD             CGS
 JU0201  HISTORY     - 1988     GOOD             USPSQD
 JU0201  HISTORY     - 19960724 GOOD             NJGS
 JU0201
 JU0201                          STATION DESCRIPTION
 JU0201
 JU0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0201'AT BEACH HAVEN.
 JU0201'ON LONG BEACH ISLAND, AT BENCH HAVEN, 0.15 MILE NORTHEAST ALONG
 JU0201'BAY AVENUE FROM THE BEACH HAVEN POST OFFICE, BETWEEN 7TH STREET
 JU0201'AND 8TH STREET, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 JU0201'BRICK WALL NEAR THE WEST CORNER OF THE BEACH HAVEN SCHOOL, 2.4
 JU0201'FEET NORTHEAST OF THE WEST CORNER OF THE BUILDING, 393.0 FEET
 JU0201'SOUTHEAST OF THE CENTER LINE OF BAY AVENUE AND ABOUT 1 FOOT
 JU0201'ABOVE THE LEVEL OF 7TH STREET.
 JU0201
 JU0201                          STATION RECOVERY (1988)
 JU0201
 JU0201'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU0201'RECOVERED IN GOOD CONDITION.
 JU0201
 JU0201                          STATION RECOVERY (1996)
 JU0201
 JU0201'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (RJK)
 JU0201'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS
 JU0201'LOCATED IN LONG BEACH TOWNSHIP IN THE BOROUGH OF BEACH HAVEN.  TO
 JU0201'REACH THE STATION FROM THE INTERSECTION OF 9TH STREET, THE EASTBOUND
 JU0201'LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE BOROUGH OF
 JU0201'SHIP BOTTOM, GO 6.6 MI (10.6 KM) SOUTHWEST ON LONG BEACH BOULEVARD TO
 JU0201'THE INTERSECTION WITH SEVENTH STREET.  TURN LEFT AND GO SOUTHEAST ON
 JU0201'SEVENTH STREET FOR 0.1 MI (0.2 KM) TO THE BEACH HAVEN SCHOOL AND THE
 JU0201'STATION ON THE LEFT, SET VERTICALLY AT THE WEST CORNER OF THE
 JU0201'NORTHWEST FACE OF THE BRICK WALL OF THE ORIGINAL BUILDING OF THE BEACH
 JU0201'HAVEN SCHOOL.  THE STATION IS OPPOSITE AND ACROSS LONG BEACH BOULEVARD
 JU0201'FROM THE FANTASY ISLAND AMUSEMENT PARK AND IS ABOUT 2 FT (0.6 M) ABOVE
 JU0201'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0721 ***********************************************************************
 KV0721  DESIGNATION -  L 70
 KV0721  PID         -  KV0721
 KV0721  STATE/COUNTY-  NJ/MONMOUTH
 KV0721  USGS QUAD   -  SANDY HOOK (1981)
 KV0721
 KV0721                         *CURRENT SURVEY CONTROL
 KV0721  ___________________________________________________________________
 KV0721* NAD 83(1986)-  40 24 09.     (N)    074 01 47.     (W)     SCALED    
 KV0721* NAVD 88     -        15.169  (meters)      49.77   (feet)  ADJUSTED  
 KV0721  ___________________________________________________________________
 KV0721  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KV0721  DYNAMIC HT  -          15.163 (meters)      49.75  (feet)  COMP
 KV0721  MODELED GRAV-     980,199.5   (mgal)                       NAVD 88
 KV0721
 KV0721  VERT ORDER  -  FIRST     CLASS II
 KV0721
 KV0721.The horizontal coordinates were scaled from a topographic map and have
 KV0721.an estimated accuracy of +/- 6 seconds.
 KV0721
 KV0721.The orthometric height was determined by differential leveling
 KV0721.and adjusted by the National Geodetic Survey in June 1991..
 KV0721
 KV0721.The geoid height was determined by GEOID03.
 KV0721
 KV0721.The dynamic height is computed by dividing the NAVD 88
 KV0721.geopotential number by the normal gravity value computed on the
 KV0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0721.degrees latitude (g = 980.6199 gals.).
 KV0721
 KV0721.The modeled gravity was interpolated from observed gravity values.
 KV0721
 KV0721;                    North         East    Units  Estimated Accuracy
 KV0721;SPC NJ       -   174,310.      189,920.      MT  (+/- 180 meters Scaled)
 KV0721
 KV0721                          SUPERSEDED SURVEY CONTROL
 KV0721
 KV0721  NGVD 29 (01/10/92)   15.487  (m)           50.81   (f) ADJUSTED    1 2
 KV0721
 KV0721.Superseded values are not recommended for survey control.
 KV0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0721.See file dsdata.txt to determine how the superseded data were derived.
 KV0721
 KV0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK823728(NAD 83)
 KV0721_MARKER: DB = BENCH MARK DISK
 KV0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0721_STAMPING: L 70 1964
 KV0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0721+STABILITY: SURFACE MOTION
 KV0721
 KV0721  HISTORY     - Date     Condition        Report By
 KV0721  HISTORY     - 1964     MONUMENTED       CGS
 KV0721  HISTORY     - 1979     GOOD             NGS
 KV0721  HISTORY     - 1986     GOOD             USPSQD
 KV0721  HISTORY     - 19920728 MARK NOT FOUND   USPSQD
 KV0721
 KV0721                          STATION DESCRIPTION
 KV0721
 KV0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0721'0.6 MI E FROM ATLANTIC HIGHLANDS.
 KV0721'0.65 MILE EAST ALONG STATE HIGHWAY 36 (WHICH IS MEMORIAL PARKWAY)
 KV0721'FROM THE INTERSECTION OF MEMORIAL PARKWAY AND FIRST AVENUE, AT
 KV0721'THE INTERSECTION OF COUNTY HIGHWAY 8-A AND SEARS AVENUE WHICH
 KV0721'IS IN THE EAST PART OF ATLANTIC HIGHLANDS, 360.0 FEET SOUTH
 KV0721'OF THE CENTER LINE OF THE EAST BOUND LANE OF STATE HIGHWAY 36,
 KV0721'57.0 FEET SOUTHEAST OF THE INTERSECTION OF COUNTY HIGHWAY 8-A
 KV0721'AND SEARS AVENUE, 48.5 FEET SOUTH OF THE CENTER LINE OF COUNTY
 KV0721'HIGHWAY 8-A, 38.5 FEET EAST OF THE CENTER LINE OF SEARS AVENUE,
 KV0721'34.9 FEET WEST OF THE EAST CORNER OF A BILL BOARD SIGN (AMERICAN
 KV0721'ADV. CO.), 31.5 FEET NORTHEAST OF A 24-INCH OAK TREE, ABOUT
 KV0721'4 FEET ABOVE HIGHWAY 8-A AND SET IN THE TOP OF A CONCRETE
 KV0721'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  NOTE-- THIS
 KV0721'MARK CAN ALSO BE REACHED BY GOING 2.7 MILES WEST FROM THE WEST
 KV0721'END OF STATE HIGHWAY 36 BRIDGE OVER SHREWSBURY RIVER AT
 KV0721'HIGHLANDS.
 KV0721
 KV0721                          STATION RECOVERY (1979)
 KV0721
 KV0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0721'RECOVERED IN GOOD CONDITION.
 KV0721
 KV0721                          STATION RECOVERY (1986)
 KV0721
 KV0721'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0721'RECOVERED IN GOOD CONDITION.
 KV0721
 KV0721                          STATION RECOVERY (1992)
 KV0721
 KV0721'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0049 ***********************************************************************
 KV0049  DESIGNATION -  L 71
 KV0049  PID         -  KV0049
 KV0049  STATE/COUNTY-  NJ/UNION
 KV0049  USGS QUAD   -  ROSELLE (1995)
 KV0049
 KV0049                         *CURRENT SURVEY CONTROL
 KV0049  ___________________________________________________________________
 KV0049* NAD 83(1986)-  40 37 42.     (N)    074 16 19.     (W)     SCALED    
 KV0049* NAVD 88     -        15.006  (meters)      49.23   (feet)  ADJUSTED  
 KV0049  ___________________________________________________________________
 KV0049  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KV0049  DYNAMIC HT  -          15.000 (meters)      49.21  (feet)  COMP
 KV0049  MODELED GRAV-     980,212.4   (mgal)                       NAVD 88
 KV0049
 KV0049  VERT ORDER  -  FIRST     CLASS I
 KV0049
 KV0049.The horizontal coordinates were scaled from a topographic map and have
 KV0049.an estimated accuracy of +/- 6 seconds.
 KV0049
 KV0049.The orthometric height was determined by differential leveling
 KV0049.and adjusted by the National Geodetic Survey in June 1991..
 KV0049
 KV0049.The geoid height was determined by GEOID03.
 KV0049
 KV0049.The dynamic height is computed by dividing the NAVD 88
 KV0049.geopotential number by the normal gravity value computed on the
 KV0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0049.degrees latitude (g = 980.6199 gals.).
 KV0049
 KV0049.The modeled gravity was interpolated from observed gravity values.
 KV0049
 KV0049;                    North         East    Units  Estimated Accuracy
 KV0049;SPC NJ       -   199,300.      169,290.      MT  (+/- 180 meters Scaled)
 KV0049
 KV0049                          SUPERSEDED SURVEY CONTROL
 KV0049
 KV0049  NGVD 29 (04/16/92)   15.331  (m)           50.30   (f) ADJUSTED    1 1
 KV0049
 KV0049.Superseded values are not recommended for survey control.
 KV0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0049.See file dsdata.txt to determine how the superseded data were derived.
 KV0049
 KV0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK615977(NAD 83)
 KV0049_MARKER: DB = BENCH MARK DISK
 KV0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0049_SP_SET: BUILDING
 KV0049_STAMPING: L 71 1965
 KV0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0049
 KV0049  HISTORY     - Date     Condition        Report By
 KV0049  HISTORY     - 1965     MONUMENTED       CGS
 KV0049  HISTORY     - 1989     GOOD             USPSQD
 KV0049  HISTORY     - 19940720 GOOD             USPSQD
 KV0049
 KV0049                          STATION DESCRIPTION
 KV0049
 KV0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0049'AT LINDEN.
 KV0049'AT LINDEN, NEAR THE INTERSECTION OF ST. GEORGES AVENUE WEST AND
 KV0049'STILES STREET NORTH, 75 FEET NORTHWEST OF THE NORTHWEST CURB
 KV0049'OF ST. GEORGES AVENUE WEST, SET VERTICALLY IN THE NORTHWEST
 KV0049'FACE NEAR THE WEST CORNER OF THE COMMUNITY BANK OF LINDEN (A RED
 KV0049'BRICK BUILDING WITH STONE VENEER), 1.7 FEET NORTHEAST OF THE
 KV0049'WEST CORNER OF THE BUILDING AND ABOUT 2 FEET ABOVE THE LEVEL OF
 KV0049'THE AVENUE.  NOTE-- THIS MARK 0.85 MILE NORTHEAST ALONG ST.
 KV0049'GEORGES AVENUE FROM THE BRIDGE OVER RAHWAY RIVER AT RAHWAY.
 KV0049
 KV0049                          STATION RECOVERY (1989)
 KV0049
 KV0049'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0049'RECOVERED IN GOOD CONDITION.
 KV0049
 KV0049                          STATION RECOVERY (1994)
 KV0049
 KV0049'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0969 ***********************************************************************
 KV0969  DESIGNATION -  L 73
 KV0969  PID         -  KV0969
 KV0969  STATE/COUNTY-  NJ/MIDDLESEX
 KV0969  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV0969
 KV0969                         *CURRENT SURVEY CONTROL
 KV0969  ___________________________________________________________________
 KV0969* NAD 83(1986)-  40 23 37.     (N)    074 23 13.     (W)     SCALED    
 KV0969* NAVD 88     -         8.325  (meters)      27.31   (feet)  ADJUSTED  
 KV0969  ___________________________________________________________________
 KV0969  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KV0969  DYNAMIC HT  -           8.321 (meters)      27.30  (feet)  COMP
 KV0969  MODELED GRAV-     980,200.2   (mgal)                       NAVD 88
 KV0969
 KV0969  VERT ORDER  -  FIRST     CLASS II
 KV0969
 KV0969.The horizontal coordinates were scaled from a topographic map and have
 KV0969.an estimated accuracy of +/- 6 seconds.
 KV0969
 KV0969.The orthometric height was determined by differential leveling
 KV0969.and adjusted by the National Geodetic Survey in June 1991..
 KV0969
 KV0969.The geoid height was determined by GEOID03.
 KV0969
 KV0969.The dynamic height is computed by dividing the NAVD 88
 KV0969.geopotential number by the normal gravity value computed on the
 KV0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0969.degrees latitude (g = 980.6199 gals.).
 KV0969
 KV0969.The modeled gravity was interpolated from observed gravity values.
 KV0969
 KV0969;                    North         East    Units  Estimated Accuracy
 KV0969;SPC NJ       -   173,220.      159,600.      MT  (+/- 180 meters Scaled)
 KV0969
 KV0969                          SUPERSEDED SURVEY CONTROL
 KV0969
 KV0969  NGVD 29 (01/10/92)    8.654  (m)           28.39   (f) ADJUSTED    1 2
 KV0969
 KV0969.Superseded values are not recommended for survey control.
 KV0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0969.See file dsdata.txt to determine how the superseded data were derived.
 KV0969
 KV0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK520716(NAD 83)
 KV0969_MARKER: DB = BENCH MARK DISK
 KV0969_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0969_SP_SET: BUILDING WALL
 KV0969_STAMPING: L 73 1974
 KV0969_MARK LOGO: NGS   
 KV0969_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0969+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 KV0969
 KV0969  HISTORY     - Date     Condition        Report By
 KV0969  HISTORY     - 1974     MONUMENTED       NGS
 KV0969  HISTORY     - 20020723 GOOD             NJGS
 KV0969
 KV0969                          STATION DESCRIPTION
 KV0969
 KV0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV0969'AT SPOTWOOD.
 KV0969'AT SPOTWOOD, ALONG BORDENTOWN AVENUE (MAIN STREET), SET VERTICALLY
 KV0969'IN THE NORTHEAST BRICK WALL OF THE POST OFFICE BUILDING, 12.7 FEET
 KV0969'SOUTHEAST OF THE NORTH CORNER, 99.8 FEET NORTHWEST OF THE CENTER
 KV0969'LINE OF THE STREET, AND 3.3 FEET ABOVE THE SIDEWALK.
 KV0969
 KV0969                          STATION RECOVERY (2002)
 KV0969
 KV0969'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 KV0969'THE STATION WAS RECOVERED AS DESCRIBED.
 KV0969'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1131 ***********************************************************************
 KV1131  DESIGNATION -  L 74
 KV1131  PID         -  KV1131
 KV1131  STATE/COUNTY-  NJ/MERCER
 KV1131  USGS QUAD   -  ALLENTOWN (1995)
 KV1131
 KV1131                         *CURRENT SURVEY CONTROL
 KV1131  ___________________________________________________________________
 KV1131* NAD 83(1986)-  40 13 17.     (N)    074 36 48.     (W)     SCALED    
 KV1131* NAVD 88     -        26.998  (meters)      88.58   (feet)  ADJUSTED  
 KV1131  ___________________________________________________________________
 KV1131  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV1131  DYNAMIC HT  -          26.987 (meters)      88.54  (feet)  COMP
 KV1131  MODELED GRAV-     980,196.4   (mgal)                       NAVD 88
 KV1131
 KV1131  VERT ORDER  -  FIRST     CLASS II
 KV1131
 KV1131.The horizontal coordinates were scaled from a topographic map and have
 KV1131.an estimated accuracy of +/- 6 seconds.
 KV1131
 KV1131.The orthometric height was determined by differential leveling
 KV1131.and adjusted by the National Geodetic Survey in June 1991..
 KV1131
 KV1131.The geoid height was determined by GEOID03.
 KV1131
 KV1131.The dynamic height is computed by dividing the NAVD 88
 KV1131.geopotential number by the normal gravity value computed on the
 KV1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1131.degrees latitude (g = 980.6199 gals.).
 KV1131
 KV1131.The modeled gravity was interpolated from observed gravity values.
 KV1131
 KV1131;                    North         East    Units  Estimated Accuracy
 KV1131;SPC NJ       -   154,100.      140,350.      MT  (+/- 180 meters Scaled)
 KV1131
 KV1131                          SUPERSEDED SURVEY CONTROL
 KV1131
 KV1131  NGVD 29 (01/10/92)   27.328  (m)           89.66   (f) ADJUSTED    1 2
 KV1131
 KV1131.Superseded values are not recommended for survey control.
 KV1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1131.See file dsdata.txt to determine how the superseded data were derived.
 KV1131
 KV1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK328524(NAD 83)
 KV1131_MARKER: DB = BENCH MARK DISK
 KV1131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1131_SP_SET: CULVERT
 KV1131_STAMPING: L 74 1974
 KV1131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1131+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2001
 KV1131
 KV1131  HISTORY     - Date     Condition        Report By
 KV1131  HISTORY     - 1974     MONUMENTED       NGS
 KV1131  HISTORY     - 20010205 GOOD             NJGS
 KV1131
 KV1131                          STATION DESCRIPTION
 KV1131
 KV1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1131'0.7 MI NE FROM ROBBINSVILLE.
 KV1131'0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 130 FROM THE INTERSECTION
 KV1131'OF COUNTY ROAD 526 AT ROBBINSVILLE, 0.05 MILE SOUTHWEST OF
 KV1131'WASHINGTON VOLUNTARY FIRE INC. BUILDING, IN THE TOP OF THE
 KV1131'SOUTH WING WALL OF A LARGE CULVERT OVER MIRY RUN, 31.6 FEET
 KV1131'SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANES OF THE
 KV1131'HIGHWAY, 27.8 FEET SOUTHWEST OF POWER POLE A60617 WA, AND
 KV1131'ABOUT LEVEL WITH THE HIGHWAY.
 KV1131
 KV1131                          STATION RECOVERY (2001)
 KV1131
 KV1131'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 KV1131'THE STATION IS SET IN A CULVERT WINGWALL, STRUCTURE NUMBER 1114 150,
 KV1131'MILE POST 63.14.  1 M SOUTHWEST FROM A SIGN WITH A NJDOT WITNESS SIGN
 KV1131' 
 KV1131'ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1155 ***********************************************************************
 KV1155  DESIGNATION -  L 75
 KV1155  PID         -  KV1155
 KV1155  STATE/COUNTY-  NJ/BURLINGTON
 KV1155  USGS QUAD   -  BRISTOL (1981)
 KV1155
 KV1155                         *CURRENT SURVEY CONTROL
 KV1155  ___________________________________________________________________
 KV1155* NAD 83(1986)-  40 05 32.     (N)    074 48 59.     (W)     SCALED    
 KV1155* NAVD 88     -         9.123  (meters)      29.93   (feet)  ADJUSTED  
 KV1155  ___________________________________________________________________
 KV1155  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV1155  DYNAMIC HT  -           9.119 (meters)      29.92  (feet)  COMP
 KV1155  MODELED GRAV-     980,194.3   (mgal)                       NAVD 88
 KV1155
 KV1155  VERT ORDER  -  FIRST     CLASS II
 KV1155
 KV1155.The horizontal coordinates were scaled from a topographic map and have
 KV1155.an estimated accuracy of +/- 6 seconds.
 KV1155
 KV1155.The orthometric height was determined by differential leveling
 KV1155.and adjusted by the National Geodetic Survey in June 1991..
 KV1155
 KV1155.The geoid height was determined by GEOID03.
 KV1155
 KV1155.The dynamic height is computed by dividing the NAVD 88
 KV1155.geopotential number by the normal gravity value computed on the
 KV1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1155.degrees latitude (g = 980.6199 gals.).
 KV1155
 KV1155.The modeled gravity was interpolated from observed gravity values.
 KV1155
 KV1155;                    North         East    Units  Estimated Accuracy
 KV1155;SPC NJ       -   139,800.      123,020.      MT  (+/- 180 meters Scaled)
 KV1155
 KV1155                          SUPERSEDED SURVEY CONTROL
 KV1155
 KV1155  NGVD 29 (01/10/92)    9.446  (m)           30.99   (f) ADJUSTED    1 2
 KV1155
 KV1155.Superseded values are not recommended for survey control.
 KV1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1155.See file dsdata.txt to determine how the superseded data were derived.
 KV1155
 KV1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK156380(NAD 83)
 KV1155_MARKER: DB = BENCH MARK DISK
 KV1155_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 KV1155+WITH SETTING: INTO GROUND
 KV1155_STAMPING: L 75 1974
 KV1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1155+STABILITY: SURFACE MOTION
 KV1155
 KV1155  HISTORY     - Date     Condition        Report By
 KV1155  HISTORY     - 1974     MONUMENTED       NGS
 KV1155  HISTORY     - 19900524 MARK NOT FOUND   NJGS
 KV1155  HISTORY     - 19940714 MARK NOT FOUND   USPSQD
 KV1155  HISTORY     - 20041227 MARK NOT FOUND   NJGS
 KV1155
 KV1155                          STATION DESCRIPTION
 KV1155
 KV1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1155'2.6 MI NE FROM BURLINGTON.
 KV1155'2.6 MILES NORTHEAST ALONG U.S. HIGHWAY 130 FROM THE INTERSECTION
 KV1155'OF HIGH STREET AT BURLINGTON, SET DIRECTLY NORTHWEST AND ACROSS
 KV1155'THE HIGHWAY FROM THE WHITE HOUSE CAFE, 25.2 FEET NORTHWEST OF
 KV1155'CENTER LINE OF THE SOUTHWEST BOUND LANE OF THE HIGHWAY, 1.5
 KV1155'FEET NORTHWEST OF A POWER POLE WITH THREE GUY WIRES, 1.2 FEET
 KV1155'SOUTHEAST OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE
 KV1155'ROAD AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS
 KV1155'ATTACHED TO A METAL BASE PLATE, THE DISK IS FLUSH WITH THE SURFACE
 KV1155'OF THE GROUND AND ENCASED IN A 4-INCH PLASTIC PIPE WHICH PROJECTS
 KV1155'0.2 FOOT.
 KV1155
 KV1155                          STATION RECOVERY (1990)
 KV1155
 KV1155'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV1155'THE STATION WAS SEARCHED FOR, BUT NOT FOUND.  THE METAL WITNESS POST
 KV1155'HAS BEEN REMOVED AND IT APPEARS THAT THE POWER POLE HAS BEEN REPLACED
 KV1155'SINCE THE ORIGINAL DESCRIPTION.
 KV1155
 KV1155                          STATION RECOVERY (1994)
 KV1155
 KV1155'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1155'MARK NOT FOUND.
 KV1155
 KV1155                          STATION RECOVERY (2004)
 KV1155
 KV1155'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2004 (ECB)
 KV1155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1154 ***********************************************************************
 KV1154  DESIGNATION -  L 76
 KV1154  PID         -  KV1154
 KV1154  STATE/COUNTY-  NJ/BURLINGTON
 KV1154  USGS QUAD   -  BRISTOL (1981)
 KV1154
 KV1154                         *CURRENT SURVEY CONTROL
 KV1154  ___________________________________________________________________
 KV1154* NAD 83(1996)-  40 05 58.71190(N)    074 47 59.60287(W)     ADJUSTED  
 KV1154* NAVD 88     -         9.091  (meters)      29.83   (feet)  ADJUSTED  
 KV1154  ___________________________________________________________________
 KV1154  X           -   1,280,952.773 (meters)                     COMP
 KV1154  Y           -  -4,714,653.574 (meters)                     COMP
 KV1154  Z           -   4,086,439.510 (meters)                     COMP
 KV1154  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 KV1154  ELLIP HEIGHT-         -23.69  (meters)          (10/23/02) GPS OBS
 KV1154  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV1154  DYNAMIC HT  -           9.087 (meters)      29.81  (feet)  COMP
 KV1154  MODELED GRAV-     980,195.1   (mgal)                       NAVD 88
 KV1154
 KV1154  HORZ ORDER  -  FIRST
 KV1154  VERT ORDER  -  FIRST     CLASS II
 KV1154  ELLP ORDER  -  FOURTH    CLASS I
 KV1154
 KV1154.The horizontal coordinates were established by GPS observations
 KV1154.and adjusted by the National Geodetic Survey in May 1999..
 KV1154
 KV1154.The orthometric height was determined by differential leveling
 KV1154.and adjusted by the National Geodetic Survey in June 1991..
 KV1154
 KV1154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1154
 KV1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1154
 KV1154.The ellipsoidal height was determined by GPS observations
 KV1154.and is referenced to NAD 83.
 KV1154
 KV1154.The geoid height was determined by GEOID03.
 KV1154
 KV1154.The dynamic height is computed by dividing the NAVD 88
 KV1154.geopotential number by the normal gravity value computed on the
 KV1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1154.degrees latitude (g = 980.6199 gals.).
 KV1154
 KV1154.The modeled gravity was interpolated from observed gravity values.
 KV1154
 KV1154;                    North         East     Units Scale Factor Converg.
 KV1154;SPC NJ       -   140,620.233   124,431.062   MT  0.99990805   -0 11 35.4
 KV1154;SPC NJ       -   461,351.55    408,237.58   sFT  0.99990805   -0 11 35.4
 KV1154;UTM  18      - 4,438,835.809   517,056.508   MT  0.99960358   +0 07 44.0
 KV1154
 KV1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1154!SPC NJ       -   1.00000372  x   0.99990805  =   0.99991177
 KV1154!UTM  18      -   1.00000372  x   0.99960358  =   0.99960729
 KV1154
 KV1154|---------------------------------------------------------------------|
 KV1154| PID    Reference Object                     Distance      Geod. Az  |
 KV1154|                                                           dddmmss.s |
 KV1154| AB8772 3 R 1                               227.923 METERS 06040     |
 KV1154|---------------------------------------------------------------------|
 KV1154
 KV1154                          SUPERSEDED SURVEY CONTROL
 KV1154
 KV1154  NAD 83(1992)-  40 05 58.71114(N)    074 47 59.60295(W) AD(       ) 1
 KV1154  ELLIP H (12/16/96)  -23.72   (m)                       GP(       ) 2 1
 KV1154  NAVD 88 (12/16/96)    9.09   (m)           29.8    (f) LEVELING    3  
 KV1154  NGVD 29 (01/10/92)    9.414  (m)           30.89   (f) ADJUSTED    1 2
 KV1154
 KV1154.Superseded values are not recommended for survey control.
 KV1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1154.See file dsdata.txt to determine how the superseded data were derived.
 KV1154
 KV1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1705738836(NAD 83)
 KV1154_MARKER: DV = VERTICAL CONTROL DISK
 KV1154_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1154_SP_SET: CULVERT HEADWALL
 KV1154_STAMPING: L 76 1974
 KV1154_MARK LOGO: NGS   
 KV1154_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1154+STABILITY: SURFACE MOTION
 KV1154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1154+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2004
 KV1154
 KV1154  HISTORY     - Date     Condition        Report By
 KV1154  HISTORY     - 1974     MONUMENTED       NGS
 KV1154  HISTORY     - 19900524 GOOD             NJGS
 KV1154  HISTORY     - 19940617 GOOD             USPSQD
 KV1154  HISTORY     - 20021219 GOOD             PADT
 KV1154  HISTORY     - 20041108 GOOD             INDIV
 KV1154
 KV1154                          STATION DESCRIPTION
 KV1154
 KV1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1154'3.6 MI NE FROM BURLINGTON.
 KV1154'3.6 MILES NORTHEAST ALONG U.S. HIGHWAY 130 FROM THE INTERSECTION
 KV1154'OF HIGH STREET AT BURLINGTON, ALSO 6.05 MILES SOUTHWEST ALONG U.S.
 KV1154'HIGHWAY 130 FROM THE SOUTH INTERSECTION OF U.S. HIGHWAY 206 AT
 KV1154'BORDENTOWN, 0.10 MILE SOUTHWEST OF 84 LUMBER COMPANY NEAR TRAVIA
 KV1154'WELDING SHOP, ON THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 KV1154'CONCRETE HEADWALL OF A 12-FOOT BOX CULVERT UNDER BOTH LANES
 KV1154'OF THE HIGHWAY, 35 FEET NORTHWEST OF CENTER LINE OF THE SOUTHWEST
 KV1154'BOUND LANE OF THE HIGHWAY AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 KV1154'THE HIGHWAY.
 KV1154
 KV1154                          STATION RECOVERY (1990)
 KV1154
 KV1154'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV1154'THE STATION IS LOCATED IN FLORENCE TOWNSHIP ON THE NORTH SIDE OF U.S.
 KV1154'HIGHWAY 130.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 KV1154'HIGHWAYS 130 AND 206 IN BORDENTOWN, GO SOUTHWEST ON U.S.  HIGHWAY 130
 KV1154'FOR 6.0 MI (9.7 KM) TO THE CULVERT OVER HARKINS CREEK, STRUCTURE
 KV1154'NUMBER 0317153 AND THE STATION ON THE RIGHT, SET FLUSH IN THE TOP OF
 KV1154'THE NORTHEAST END OF THE NORTH HEADWALL.  THE CULVERT IS ADJACENT TO
 KV1154'PROPERTY OWNED BY THE TRAVIA WELDING COMPANY.  THE STATION IS 10.6 M
 KV1154'(34.8 FT) NORTHWEST FROM THE CENTERLINE OF THE SOUTHBOUND LANES OF
 KV1154'U.S.  HIGHWAY 130 AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD. THE
 KV1154'STATION IS ALSO ABOUT 0.10 MI (0.16 KM) SOUTHWEST FROM THE 84 LUMBER
 KV1154'COMPANY.  THE EAST END OF THE CONCRETE HEADWALL IS STARTING TO
 KV1154'DETERIORATE, BUT THE DISK IS STILL INTACT.
 KV1154
 KV1154                          STATION RECOVERY (1994)
 KV1154
 KV1154'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1154'RECOVERED IN GOOD CONDITION.
 KV1154
 KV1154                          STATION RECOVERY (2002)
 KV1154
 KV1154'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (BH)
 KV1154'RECOVERED IN GOOD CONDITION.
 KV1154
 KV1154                          STATION RECOVERY (2004)
 KV1154
 KV1154'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RG)
 KV1154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2938 ***********************************************************************
 KV2938  DESIGNATION -  L 77
 KV2938  PID         -  KV2938
 KV2938  STATE/COUNTY-  NJ/HUNTERDON
 KV2938  USGS QUAD   -  HIGH BRIDGE (1970)
 KV2938
 KV2938                         *CURRENT SURVEY CONTROL
 KV2938  ___________________________________________________________________
 KV2938* NAD 83(1986)-  40 38 26.     (N)    074 59 17.     (W)     SCALED    
 KV2938* NAVD 88     -       107.066  (meters)     351.27   (feet)  ADJUSTED  
 KV2938  ___________________________________________________________________
 KV2938  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KV2938  DYNAMIC HT  -         107.016 (meters)     351.10  (feet)  COMP
 KV2938  MODELED GRAV-     980,161.6   (mgal)                       NAVD 88
 KV2938
 KV2938  VERT ORDER  -  FIRST     CLASS II
 KV2938
 KV2938.The horizontal coordinates were scaled from a topographic map and have
 KV2938.an estimated accuracy of +/- 6 seconds.
 KV2938
 KV2938.The orthometric height was determined by differential leveling
 KV2938.and adjusted by the National Geodetic Survey in June 1991..
 KV2938
 KV2938.The geoid height was determined by GEOID03.
 KV2938
 KV2938.The dynamic height is computed by dividing the NAVD 88
 KV2938.geopotential number by the normal gravity value computed on the
 KV2938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2938.degrees latitude (g = 980.6199 gals.).
 KV2938
 KV2938.The modeled gravity was interpolated from observed gravity values.
 KV2938
 KV2938;                    North         East    Units  Estimated Accuracy
 KV2938;SPC NJ       -   200,750.      108,720.      MT  (+/- 180 meters Scaled)
 KV2938
 KV2938                          SUPERSEDED SURVEY CONTROL
 KV2938
 KV2938  NGVD 29 (01/10/92)  107.294  (m)          352.01   (f) ADJUSTED    1 2
 KV2938
 KV2938.Superseded values are not recommended for survey control.
 KV2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2938.See file dsdata.txt to determine how the superseded data were derived.
 KV2938
 KV2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK010988(NAD 83)
 KV2938_MARKER: DB = BENCH MARK DISK
 KV2938_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2938_SP_SET: ABUTMENT
 KV2938_STAMPING: L 77 1978
 KV2938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2938
 KV2938  HISTORY     - Date     Condition        Report By
 KV2938  HISTORY     - 1978     MONUMENTED       NGS
 KV2938  HISTORY     - 19950909 GOOD             USPSQD
 KV2938
 KV2938                          STATION DESCRIPTION
 KV2938
 KV2938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2938'1.8 MI NE FROM PATTENBURG.
 KV2938'1.2 MILES NORTHEAST ALONG COUNTY ROAD 614 FROM THE PVERPASS OF THE
 KV2938'LEHIGH VALLEY RAILROAD AT PATTENBURG, THENCE 0.6 MILE EAST ALONG
 KV2938'STATE HIGHWAY 173 , 58 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY
 KV2938'173, 33 FEET NORTHEAST OF THE CENTER OF THE WEST BOUND LANE OF
 KV2938'INTERSTATE 78, AND SET IN TOP OF THE CENTER OF THE NORTHEAST END OF
 KV2938'THE SOUTHWEST ABUTMENT OF THE INTERSTATE BRIDGE OVER MULHOCKAWAY
 KV2938'CREEK.
 KV2938
 KV2938                          STATION RECOVERY (1995)
 KV2938
 KV2938'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2911 ***********************************************************************
 KV2911  DESIGNATION -  L 78
 KV2911  PID         -  KV2911
 KV2911  STATE/COUNTY-  NJ/MIDDLESEX
 KV2911  USGS QUAD   -  PERTH AMBOY (1981)
 KV2911
 KV2911                         *CURRENT SURVEY CONTROL
 KV2911  ___________________________________________________________________
 KV2911* NAD 83(1986)-  40 31 03.     (N)    074 17 05.     (W)     SCALED    
 KV2911* NAVD 88     -        23.964  (meters)      78.62   (feet)  ADJUSTED  
 KV2911  ___________________________________________________________________
 KV2911  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KV2911  DYNAMIC HT  -          23.954 (meters)      78.59  (feet)  COMP
 KV2911  MODELED GRAV-     980,215.1   (mgal)                       NAVD 88
 KV2911
 KV2911  VERT ORDER  -  FIRST     CLASS II
 KV2911
 KV2911.The horizontal coordinates were scaled from a topographic map and have
 KV2911.an estimated accuracy of +/- 6 seconds.
 KV2911
 KV2911.The orthometric height was determined by differential leveling
 KV2911.and adjusted by the National Geodetic Survey in June 1991..
 KV2911
 KV2911.The geoid height was determined by GEOID03.
 KV2911
 KV2911.The dynamic height is computed by dividing the NAVD 88
 KV2911.geopotential number by the normal gravity value computed on the
 KV2911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2911.degrees latitude (g = 980.6199 gals.).
 KV2911
 KV2911.The modeled gravity was interpolated from observed gravity values.
 KV2911
 KV2911;                    North         East    Units  Estimated Accuracy
 KV2911;SPC NJ       -   186,990.      168,240.      MT  (+/- 180 meters Scaled)
 KV2911
 KV2911                          SUPERSEDED SURVEY CONTROL
 KV2911
 KV2911  NGVD 29 (01/10/92)   24.268  (m)           79.62   (f) ADJUSTED    1 2
 KV2911
 KV2911.Superseded values are not recommended for survey control.
 KV2911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2911.See file dsdata.txt to determine how the superseded data were derived.
 KV2911
 KV2911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK605854(NAD 83)
 KV2911_MARKER: DB = BENCH MARK DISK
 KV2911_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2911_SP_SET: PLATFORM
 KV2911_STAMPING: L 78 1978
 KV2911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2911
 KV2911  HISTORY     - Date     Condition        Report By
 KV2911  HISTORY     - 1978     MONUMENTED       NGS
 KV2911
 KV2911                          STATION DESCRIPTION
 KV2911
 KV2911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2911'0.6 MI WEST FROM PERTH AMBOY.
 KV2911'0.6 MILE WEST ALONG LEIGH VALLEY RAILROAD FROM THE BRIDGE OVER
 KV2911'NEW BURNSWICK AVENUE, AT PERTH AMBOY, AT THE CONVEERY BOULEVARD
 KV2911'OVERPASS, 61 FEET SOUTHEAST OF THE SOUTHEAST END OF THE FIRST PIER
 KV2911'OF THE CONVEY BOULEVARD BRIDGE SOUTHWEST OF THE TRACKS, 39.4 FEET
 KV2911'SOUTHWEST OF THE SOUTHWEST RAIL, 11.0 FEET NORTHWEST OF A STEEL
 KV2911'GUARD RAIL, AND 1 FOOT SOUTH OF THE NORTH CORNER OF CONCRETE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2332 ***********************************************************************
 JU2332  DESIGNATION -  L 79
 JU2332  PID         -  JU2332
 JU2332  STATE/COUNTY-  NJ/CAPE MAY
 JU2332  USGS QUAD   -  WOODBINE (1972)
 JU2332
 JU2332                         *CURRENT SURVEY CONTROL
 JU2332  ___________________________________________________________________
 JU2332* NAD 83(1986)-  39 10 43.     (N)    074 49 06.     (W)     SCALED    
 JU2332* NAVD 88     -        10.772  (meters)      35.34   (feet)  ADJUSTED  
 JU2332  ___________________________________________________________________
 JU2332  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 JU2332  DYNAMIC HT  -          10.766 (meters)      35.32  (feet)  COMP
 JU2332  MODELED GRAV-     980,082.2   (mgal)                       NAVD 88
 JU2332
 JU2332  VERT ORDER  -  FIRST     CLASS II
 JU2332
 JU2332.The horizontal coordinates were scaled from a topographic map and have
 JU2332.an estimated accuracy of +/- 6 seconds.
 JU2332
 JU2332.The orthometric height was determined by differential leveling
 JU2332.and adjusted by the National Geodetic Survey in June 1991..
 JU2332
 JU2332.The geoid height was determined by GEOID03.
 JU2332
 JU2332.The dynamic height is computed by dividing the NAVD 88
 JU2332.geopotential number by the normal gravity value computed on the
 JU2332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2332.degrees latitude (g = 980.6199 gals.).
 JU2332
 JU2332.The modeled gravity was interpolated from observed gravity values.
 JU2332
 JU2332;                    North         East    Units  Estimated Accuracy
 JU2332;SPC NJ       -    38,380.      122,500.      MT  (+/- 180 meters Scaled)
 JU2332
 JU2332                          SUPERSEDED SURVEY CONTROL
 JU2332
 JU2332  NGVD 29 (01/10/92)   11.155  (m)           36.60   (f) ADJUSTED    1 2
 JU2332
 JU2332.Superseded values are not recommended for survey control.
 JU2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2332.See file dsdata.txt to determine how the superseded data were derived.
 JU2332
 JU2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ156366(NAD 83)
 JU2332_MARKER: DV = VERTICAL CONTROL DISK
 JU2332_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU2332_SP_SET: BRIDGE ABUTMENT
 JU2332_STAMPING: L 79 1979
 JU2332_MARK LOGO: NGS   
 JU2332_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2332+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1998
 JU2332
 JU2332  HISTORY     - Date     Condition        Report By
 JU2332  HISTORY     - 1979     MONUMENTED       NGS
 JU2332  HISTORY     - 19980317 GOOD             NJGS
 JU2332
 JU2332                          STATION DESCRIPTION
 JU2332
 JU2332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2332'0.15 MI SE FROM SOUTH DENNIS.
 JU2332'0.15 MILE SOUTHEAST ALONG STATE ROUTE 83 FROM THE JUNCTION OF STATE
 JU2332'ROUTE 47 IN SOUTH DENNIS, IN THE SOUTH END OF THE NORTHWEST CONCRETE
 JU2332'ABUTMENT OF THE BRIDGE OVER THE PENNSYLVANIA SEASHORE LINES RAILROAD,
 JU2332'7.9 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE HIGHWAY, 5 FEET
 JU2332'SOUTHEAST OF A WOODEN GUARD RAILING POST, 0.6 FEET SOUTHWEST OF THE
 JU2332'SOUTHWEST FACE OF THE NORTHWEST END OF THE CONCRETE BANISTER.
 JU2332'THE MARK IS 0.5 FT ABOVE HIGHWAY.
 JU2332
 JU2332                          STATION RECOVERY (1998)
 JU2332
 JU2332'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU2332'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0340 ***********************************************************************
 JU0340  DESIGNATION -  L 8
 JU0340  PID         -  JU0340
 JU0340  STATE/COUNTY-  NJ/ATLANTIC
 JU0340  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0340
 JU0340                         *CURRENT SURVEY CONTROL
 JU0340  ___________________________________________________________________
 JU0340* NAD 83(1986)-  39 25 36.     (N)    074 30 06.     (W)     SCALED    
 JU0340* NAVD 88     -         7.773  (meters)      25.50   (feet)  ADJUSTED  
 JU0340  ___________________________________________________________________
 JU0340  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JU0340  DYNAMIC HT  -           7.769 (meters)      25.49  (feet)  COMP
 JU0340  MODELED GRAV-     980,120.2   (mgal)                       NAVD 88
 JU0340
 JU0340  VERT ORDER  -  FIRST     CLASS I
 JU0340
 JU0340.The horizontal coordinates were scaled from a topographic map and have
 JU0340.an estimated accuracy of +/- 6 seconds.
 JU0340
 JU0340.The orthometric height was determined by differential leveling
 JU0340.and adjusted by the National Geodetic Survey in June 1991..
 JU0340.WARNING-Repeat measurements at this control monument indicate possible
 JU0340.vertical movement.
 JU0340
 JU0340.The geoid height was determined by GEOID03.
 JU0340
 JU0340.The dynamic height is computed by dividing the NAVD 88
 JU0340.geopotential number by the normal gravity value computed on the
 JU0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0340.degrees latitude (g = 980.6199 gals.).
 JU0340
 JU0340.The modeled gravity was interpolated from observed gravity values.
 JU0340
 JU0340;                    North         East    Units  Estimated Accuracy
 JU0340;SPC NJ       -    65,860.      149,860.      MT  (+/- 180 meters Scaled)
 JU0340
 JU0340                          SUPERSEDED SURVEY CONTROL
 JU0340
 JU0340  NGVD 29 (04/16/92)    8.160  (m)           26.77   (f) ADJUSTED    1 1
 JU0340
 JU0340.Superseded values are not recommended for survey control.
 JU0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0340.See file dsdata.txt to determine how the superseded data were derived.
 JU0340
 JU0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ428642(NAD 83)
 JU0340_MARKER: DB = BENCH MARK DISK
 JU0340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0340_SP_SET: BUILDING
 JU0340_STAMPING: L 8 1930 26.827
 JU0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0340
 JU0340  HISTORY     - Date     Condition        Report By
 JU0340  HISTORY     - 1930     MONUMENTED       CGS
 JU0340  HISTORY     - 1961     GOOD             CGS
 JU0340  HISTORY     - 1964     GOOD             CGS
 JU0340  HISTORY     - 1979     GOOD             NGS
 JU0340
 JU0340                          STATION DESCRIPTION
 JU0340
 JU0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0340'AT ABSECON.
 JU0340'AT THE PUBLIC SCHOOL AT THE SOUTHEAST CORNER OF THE BUILDING, SET
 JU0340'VERTICALLY IN THE BRICK WALL.  NOTE-- A NEW ADDITION HAS SINCE
 JU0340'BEEN MADE TO THE BUILDING AND THE MARK IS NOW IN THE LOCKER ROOM
 JU0340'OF THE GYMNASIUM.  IT HAS LITTLE VALUE AS IT MUST BE REACHED WITH
 JU0340'A SHORT FOCUS INSTRUMENT.
 JU0340
 JU0340                          STATION RECOVERY (1964)
 JU0340
 JU0340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0340'RECOVERED IN GOOD CONDITION.
 JU0340
 JU0340                          STATION RECOVERY (1979)
 JU0340
 JU0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2443 ***********************************************************************
 JU2443  DESIGNATION -  L 80
 JU2443  PID         -  JU2443
 JU2443  STATE/COUNTY-  NJ/OCEAN
 JU2443  USGS QUAD   -  WEST CREEK (1972)
 JU2443
 JU2443                         *CURRENT SURVEY CONTROL
 JU2443  ___________________________________________________________________
 JU2443* NAD 83(1986)-  39 37 32.     (N)    074 18 54.     (W)     SCALED    
 JU2443* NAVD 88     -         4.164  (meters)      13.66   (feet)  ADJUSTED  
 JU2443  ___________________________________________________________________
 JU2443  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JU2443  DYNAMIC HT  -           4.162 (meters)      13.65  (feet)  COMP
 JU2443  MODELED GRAV-     980,155.7   (mgal)                       NAVD 88
 JU2443
 JU2443  VERT ORDER  -  FIRST     CLASS II
 JU2443
 JU2443.The horizontal coordinates were scaled from a topographic map and have
 JU2443.an estimated accuracy of +/- 6 seconds.
 JU2443
 JU2443.The orthometric height was determined by differential leveling
 JU2443.and adjusted by the National Geodetic Survey in June 1991..
 JU2443
 JU2443.The geoid height was determined by GEOID03.
 JU2443
 JU2443.The dynamic height is computed by dividing the NAVD 88
 JU2443.geopotential number by the normal gravity value computed on the
 JU2443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2443.degrees latitude (g = 980.6199 gals.).
 JU2443
 JU2443.The modeled gravity was interpolated from observed gravity values.
 JU2443
 JU2443;                    North         East    Units  Estimated Accuracy
 JU2443;SPC NJ       -    87,960.      165,880.      MT  (+/- 180 meters Scaled)
 JU2443
 JU2443                          SUPERSEDED SURVEY CONTROL
 JU2443
 JU2443  NGVD 29 (01/10/92)    4.551  (m)           14.93   (f) ADJUSTED    1 2
 JU2443
 JU2443.Superseded values are not recommended for survey control.
 JU2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2443.See file dsdata.txt to determine how the superseded data were derived.
 JU2443
 JU2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ587864(NAD 83)
 JU2443_MARKER: I = METAL ROD
 JU2443_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2443_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JU2443_STAMPING: L 80 1979
 JU2443_MARK LOGO: NGS   
 JU2443_PROJECTION: FLUSH
 JU2443_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU2443+STABILITY: POSITION/ELEVATION WELL
 JU2443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2443+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1995
 JU2443_ROD/PIPE-DEPTH: 13.7 meters
 JU2443_SLEEVE-DEPTH  : 3.05 meters
 JU2443
 JU2443  HISTORY     - Date     Condition        Report By
 JU2443  HISTORY     - 1979     MONUMENTED       NGS
 JU2443  HISTORY     - 19940916 GOOD             USPSQD
 JU2443  HISTORY     - 19950201 GOOD             NJGS
 JU2443
 JU2443                          STATION DESCRIPTION
 JU2443
 JU2443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2443'IN PARKERTOWN.
 JU2443'IN PARKERTOWN, AT THE JUCTNION OF STATE ROUTE 9 AND CEDAR STREET
 JU2443'SET AT THE SOUTH CORNER OF THE PARKERTOWN VOLUNTEER FIRE CO. NO.1,
 JU2443'71 FEET NORTHWEST OF THE CENTERLINE OF ROUTE 9, 31.5 FEET NORTHEAST
 JU2443'OF THE CENTER OF CEDAR STREET, 27 FEET NORTHWEST OF A WOODEN FLAG
 JU2443'POLE, 2.4 FEET SOUTH OF THE SOUTH CORNER OF THE BUILDING.
 JU2443'THE MARK IS 1 FT ABOVE HIGHWAY.
 JU2443
 JU2443                          STATION RECOVERY (1994)
 JU2443
 JU2443'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU2443'RECOVERED IN GOOD CONDITION.
 JU2443
 JU2443                          STATION RECOVERY (1995)
 JU2443
 JU2443'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU2443'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE PARKERTOWN
 JU2443'VOLUNTEER FIRE COMPANY BUILDING IS NOW KNOWN AS THE SOUTHERN OCEAN
 JU2443'COUNTY DAY CARE CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3502 ***********************************************************************
 KV3502  DESIGNATION -  L 81
 KV3502  PID         -  KV3502
 KV3502  STATE/COUNTY-  NJ/OCEAN
 KV3502  USGS QUAD   -  POINT PLEASANT (1989)
 KV3502
 KV3502                         *CURRENT SURVEY CONTROL
 KV3502  ___________________________________________________________________
 KV3502* NAD 83(1986)-  40 05 16.     (N)    074 02 51.     (W)     SCALED    
 KV3502* NAVD 88     -         3.000  (meters)       9.84   (feet)  ADJUSTED  
 KV3502  ___________________________________________________________________
 KV3502  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV3502  DYNAMIC HT  -           2.999 (meters)       9.84  (feet)  COMP
 KV3502  MODELED GRAV-     980,157.1   (mgal)                       NAVD 88
 KV3502
 KV3502  VERT ORDER  -  FIRST     CLASS II
 KV3502
 KV3502.The horizontal coordinates were scaled from a topographic map and have
 KV3502.an estimated accuracy of +/- 6 seconds.
 KV3502
 KV3502.The orthometric height was determined by differential leveling
 KV3502.and adjusted by the National Geodetic Survey in June 1991..
 KV3502
 KV3502.The geoid height was determined by GEOID03.
 KV3502
 KV3502.The dynamic height is computed by dividing the NAVD 88
 KV3502.geopotential number by the normal gravity value computed on the
 KV3502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3502.degrees latitude (g = 980.6199 gals.).
 KV3502
 KV3502.The modeled gravity was interpolated from observed gravity values.
 KV3502
 KV3502;                    North         East    Units  Estimated Accuracy
 KV3502;SPC NJ       -   139,360.      188,590.      MT  (+/- 180 meters Scaled)
 KV3502
 KV3502                          SUPERSEDED SURVEY CONTROL
 KV3502
 KV3502  NGVD 29 (01/10/92)    3.337  (m)           10.95   (f) ADJUSTED    1 2
 KV3502
 KV3502.Superseded values are not recommended for survey control.
 KV3502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3502.See file dsdata.txt to determine how the superseded data were derived.
 KV3502
 KV3502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK812379(NAD 83)
 KV3502_MARKER: DB = BENCH MARK DISK
 KV3502_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3502_SP_SET: STAINLESS STEEL ROD
 KV3502_STAMPING: L 81 1979
 KV3502_MARK LOGO: NGS   
 KV3502_PROJECTION: RECESSED 5 CENTIMETERS
 KV3502_MAGNETIC: I = MARKER IS A STEEL ROD
 KV3502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3502+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2001
 KV3502_ROD/PIPE-DEPTH: 13.7 meters
 KV3502
 KV3502  HISTORY     - Date     Condition        Report By
 KV3502  HISTORY     - 1979     MONUMENTED       NGS
 KV3502  HISTORY     - 19950824 MARK NOT FOUND   USPSQD
 KV3502  HISTORY     - 19960909 GOOD             NJGS
 KV3502  HISTORY     - 20010417 GOOD             NJGS
 KV3502
 KV3502                          STATION DESCRIPTION
 KV3502
 KV3502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3502'IN POINT PLEASANT.
 KV3502'IN POINT PLEASANT 0.25 MILE SOUTH OF THE JUNCTION OF ARNOLD AVENUE
 KV3502'AND CINCINNATI AVENUE (STATE ROUTE 35 NORTH) SET AT THE JUNCTION OF
 KV3502'ATLANTIC AVENUE AND CINCINNATI AVENUE, BETWEEN PWER POLE C-309-PP,
 KV3502'B-106-2 AND A 2 FOOT METAL GUARD RAIL, 42 FEET NORTHWEST OF THE
 KV3502'CENTER OF THE NEW YORK AND LONG BRANCH RAILROAD CROSSING ATLANTIC
 KV3502'AVENUE, 11.3 FEET WEST OF THE WEST RAIL OF THE SOUTH BOUND TRACK,
 KV3502'4.4 FEET EAST OF THE EAST CURB OF CINCINNATI AVENUE, 1 FOOT WEST
 KV3502'OF THE METAL GUARD RAIL, 1 FOOT EAST OF THE POWER POLE.
 KV3502'THE MARK IS 1 FT  W FROM A WITNESS POST.
 KV3502'THE MARK IS 1 FT ABOVE AVENUE.
 KV3502
 KV3502                          STATION RECOVERY (1995)
 KV3502
 KV3502'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3502'MARK NOT FOUND.
 KV3502
 KV3502                          STATION RECOVERY (1996)
 KV3502
 KV3502'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV3502'RECOVERED AS DESCRIBED.
 KV3502
 KV3502                          STATION RECOVERY (2001)
 KV3502
 KV3502'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV3502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2256 ***********************************************************************
 JU2256  DESIGNATION -  L 82
 JU2256  PID         -  JU2256
 JU2256  STATE/COUNTY-  NJ/SALEM
 JU2256  USGS QUAD   -  SALEM (1995)
 JU2256
 JU2256                         *CURRENT SURVEY CONTROL
 JU2256  ___________________________________________________________________
 JU2256* NAD 83(1986)-  39 31 49.     (N)    075 22 52.     (W)     SCALED    
 JU2256* NAVD 88     -        38.400  (meters)     125.98   (feet)  ADJUSTED  
 JU2256  ___________________________________________________________________
 JU2256  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JU2256  DYNAMIC HT  -          38.380 (meters)     125.92  (feet)  COMP
 JU2256  MODELED GRAV-     980,112.5   (mgal)                       NAVD 88
 JU2256
 JU2256  VERT ORDER  -  FIRST     CLASS II
 JU2256
 JU2256.The horizontal coordinates were scaled from a topographic map and have
 JU2256.an estimated accuracy of +/- 6 seconds.
 JU2256
 JU2256.The orthometric height was determined by differential leveling
 JU2256.and adjusted by the National Geodetic Survey in June 1991..
 JU2256
 JU2256.The geoid height was determined by GEOID03.
 JU2256
 JU2256.The dynamic height is computed by dividing the NAVD 88
 JU2256.geopotential number by the normal gravity value computed on the
 JU2256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2256.degrees latitude (g = 980.6199 gals.).
 JU2256
 JU2256.The modeled gravity was interpolated from observed gravity values.
 JU2256
 JU2256;                    North         East    Units  Estimated Accuracy
 JU2256;SPC NJ       -    77,740.       74,250.      MT  (+/- 180 meters Scaled)
 JU2256
 JU2256                          SUPERSEDED SURVEY CONTROL
 JU2256
 JU2256  NGVD 29 (01/10/92)   38.691  (m)          126.94   (f) ADJUSTED    1 2
 JU2256
 JU2256.Superseded values are not recommended for survey control.
 JU2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2256.See file dsdata.txt to determine how the superseded data were derived.
 JU2256
 JU2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ672756(NAD 83)
 JU2256_MARKER: DB = BENCH MARK DISK
 JU2256_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU2256+WITH SETTING: PAVEMENT
 JU2256_SP_SET: LANDING
 JU2256_STAMPING: L 82 1979
 JU2256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2256+STABILITY: SURFACE MOTION
 JU2256
 JU2256  HISTORY     - Date     Condition        Report By
 JU2256  HISTORY     - 1979     MONUMENTED       NGS
 JU2256
 JU2256                          STATION DESCRIPTION
 JU2256
 JU2256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2256'2.1 MI SE FROM QINTON.
 JU2256'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 49 FROM THE MUNICIPAL
 JU2256'TOWNSHIP BUILDING IN QUINTON, THENCE 0.1 MILE SOUTH ALONG PAVED
 JU2256'ROAD LEADING TO THE AMERICAN TELEPHONE AND TELEGRAPH COMPANY BUILDING,
 JU2256'ON TOP OF LANDING ON THE SOUTH SIDE OF THE BUILDING, 7 FEET EAST OF
 JU2256'THE RETAINING WALL ON WEST SIDE OF LANDING, 6 FEET WEST OF THE
 JU2256'CENTER OF A DOUBLE DOOR, 1 FOOT SOUTH OF THE SOUTH SIDE OF THE
 JU2256'BUILDING.
 JU2256'THE MARK IS 1.5 FT ABOVE PAVED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0951 ***********************************************************************
 JU0951  DESIGNATION -  L 9
 JU0951  PID         -  JU0951
 JU0951  STATE/COUNTY-  NJ/CUMBERLAND
 JU0951  USGS QUAD   -  SHILOH (1993)
 JU0951
 JU0951                         *CURRENT SURVEY CONTROL
 JU0951  ___________________________________________________________________
 JU0951* NAD 83(1986)-  39 27 26.     (N)    075 17 48.     (W)     SCALED    
 JU0951* NAVD 88     -        35.465  (meters)     116.35   (feet)  ADJUSTED  
 JU0951  ___________________________________________________________________
 JU0951  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JU0951  DYNAMIC HT  -          35.447 (meters)     116.30  (feet)  COMP
 JU0951  MODELED GRAV-     980,117.9   (mgal)                       NAVD 88
 JU0951
 JU0951  VERT ORDER  -  FIRST     CLASS II
 JU0951
 JU0951.The horizontal coordinates were scaled from a topographic map and have
 JU0951.an estimated accuracy of +/- 6 seconds.
 JU0951
 JU0951.The orthometric height was determined by differential leveling
 JU0951.and adjusted by the National Geodetic Survey in June 1991..
 JU0951
 JU0951.The geoid height was determined by GEOID03.
 JU0951
 JU0951.The dynamic height is computed by dividing the NAVD 88
 JU0951.geopotential number by the normal gravity value computed on the
 JU0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0951.degrees latitude (g = 980.6199 gals.).
 JU0951
 JU0951.The modeled gravity was interpolated from observed gravity values.
 JU0951
 JU0951;                    North         East    Units  Estimated Accuracy
 JU0951;SPC NJ       -    69,560.       81,440.      MT  (+/- 180 meters Scaled)
 JU0951
 JU0951                          SUPERSEDED SURVEY CONTROL
 JU0951
 JU0951  NGVD 29 (04/16/92)   35.767  (m)          117.35   (f) ADJUSTED    1 2
 JU0951
 JU0951.Superseded values are not recommended for survey control.
 JU0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0951.See file dsdata.txt to determine how the superseded data were derived.
 JU0951
 JU0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ744675(NAD 83)
 JU0951_MARKER: DB = BENCH MARK DISK
 JU0951_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0951_SP_SET: BUILDING
 JU0951_STAMPING: 117.559 L 9 1930
 JU0951_MARK LOGO: CGS   
 JU0951_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0951+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1994
 JU0951
 JU0951  HISTORY     - Date     Condition        Report By
 JU0951  HISTORY     - 1930     MONUMENTED       CGS
 JU0951  HISTORY     - 1961     GOOD             CGS
 JU0951  HISTORY     - 1979     GOOD             NGS
 JU0951  HISTORY     - 19940830 GOOD             NJGS
 JU0951  HISTORY     - 19950129 GOOD             USPSQD
 JU0951  HISTORY     - 19961228 GOOD             USPSQD
 JU0951  HISTORY     - 20060914 GOOD             GEOCAC
 JU0951
 JU0951                          STATION DESCRIPTION
 JU0951
 JU0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0951'AT SHILOH.
 JU0951'AT SHILOH, CUMBERLAND COUNTY, AT THE PUBLIC SCHOOL, IN THE
 JU0951'NORTHEAST BRICK WALL, 10 FEET SOUTHEAST OF THE NORTH CORNER OF
 JU0951'THE BUILDING, AND 3 FEET ABOVE THE GROUND.  A STANDARD DISK,
 JU0951'STAMPED 117.559 L 9 1930 AND SET VERTICALLY.
 JU0951
 JU0951                          STATION RECOVERY (1979)
 JU0951
 JU0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0951'RECOVERED IN GOOD CONDITION.
 JU0951
 JU0951                          STATION RECOVERY (1994)
 JU0951
 JU0951'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU0951'RECOVERED AS DESCRIBED.
 JU0951
 JU0951                          STATION RECOVERY (1995)
 JU0951
 JU0951'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0951'RECOVERED IN GOOD CONDITION.
 JU0951
 JU0951                          STATION RECOVERY (1996)
 JU0951
 JU0951'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0951'RECOVERED IN GOOD CONDITION.
 JU0951
 JU0951                          STATION RECOVERY (2006)
 JU0951
 JU0951'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JU0951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4694 ***********************************************************************
 KV4694  DESIGNATION -  LA TOURETTE FLAGPOLE
 KV4694  PID         -  KV4694
 KV4694  STATE/COUNTY-  NJ/HUDSON
 KV4694  USGS QUAD   -  ELIZABETH (1995)
 KV4694
 KV4694                         *CURRENT SURVEY CONTROL
 KV4694  ___________________________________________________________________
 KV4694* NAD 83(1996)-  40 38 43.87746(N)    074 07 44.05619(W)     ADJUSTED  
 KV4694* NAVD 88     -                                                        
 KV4694  ___________________________________________________________________
 KV4694  LAPLACE CORR-           5.03  (seconds)                    DEFLEC99
 KV4694  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KV4694
 KV4694  HORZ ORDER  -  THIRD
 KV4694
 KV4694.The horizontal coordinates were established by classical geodetic methods
 KV4694.and adjusted by the National Geodetic Survey in September 1999..
 KV4694
 KV4694
 KV4694.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4694
 KV4694.The geoid height was determined by GEOID03.
 KV4694
 KV4694;                    North         East     Units Scale Factor Converg.
 KV4694;SPC NJ       -   201,252.700   181,385.757   MT  0.99991212   +0 14 30.2
 KV4694;SPC NJ       -   660,276.57    595,096.44   sFT  0.99991212   +0 14 30.2
 KV4694;SPC NY L     -    53,182.706   289,096.691   MT  1.00000124   -0 05 03.5
 KV4694;SPC NY L     -   174,483.59    948,478.06   sFT  1.00000124   -0 05 03.5
 KV4694;UTM  18      - 4,499,772.511   573,651.987   MT  0.99966677   +0 34 02.8
 KV4694
 KV4694                          SUPERSEDED SURVEY CONTROL
 KV4694
 KV4694  NAD 83(1996)-  40 38 43.87747(N)    074 07 44.05620(W) AD(       ) 4
 KV4694  NAD 83(1986)-  40 38 43.87669(N)    074 07 44.05621(W) AD(       ) 4
 KV4694  NAD 27      -  40 38 43.50000(N)    074 07 45.56000(W) AD(       ) 3
 KV4694
 KV4694.Superseded values are not recommended for survey control.
 KV4694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4694.See file dsdata.txt to determine how the superseded data were derived.
 KV4694
 KV4694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7365299773(NAD 83)
 KV4694_MARKER: 62 = FLAGPOLE
 KV4694
 KV4694  HISTORY     - Date     Condition        Report By
 KV4694  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4694  HISTORY     - 19940901 MARK NOT FOUND   USPSQD
 KV4694
 KV4694                          STATION DESCRIPTION
 KV4694
 KV4694'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0656 ***********************************************************************
 KV0656  CBN         -  This is a Cooperative Base Network Control Station.
 KV0656  DESIGNATION -  LAB
 KV0656  PID         -  KV0656
 KV0656  STATE/COUNTY-  NJ/MORRIS
 KV0656  USGS QUAD   -  MORRISTOWN (1981)
 KV0656
 KV0656                         *CURRENT SURVEY CONTROL
 KV0656  ___________________________________________________________________
 KV0656* NAD 83(1996)-  40 49 10.81650(N)    074 24 36.40980(W)     ADJUSTED  
 KV0656* NAVD 88     -        69.138  (meters)     226.83   (feet)  ADJUSTED  
 KV0656  ___________________________________________________________________
 KV0656  X           -   1,299,064.748 (meters)                     COMP
 KV0656  Y           -  -4,655,899.975 (meters)                     COMP
 KV0656  Z           -   4,147,312.588 (meters)                     COMP
 KV0656  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 KV0656  ELLIP HEIGHT-          36.37  (meters)          (09/24/01) GPS OBS
 KV0656  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KV0656  DYNAMIC HT  -          69.109 (meters)     226.74  (feet)  COMP
 KV0656  MODELED GRAV-     980,194.9   (mgal)                       NAVD 88
 KV0656
 KV0656  HORZ ORDER  -  B
 KV0656  VERT ORDER  -  SECOND    CLASS II
 KV0656  ELLP ORDER  -  FOURTH    CLASS I
 KV0656
 KV0656.The horizontal coordinates were established by GPS observations
 KV0656.and adjusted by the National Geodetic Survey in August 1998..
 KV0656
 KV0656.The orthometric height was determined by differential leveling
 KV0656.and adjusted by the National Geodetic Survey in June 1991..
 KV0656
 KV0656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0656
 KV0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0656
 KV0656.The ellipsoidal height was determined by GPS observations
 KV0656.and is referenced to NAD 83.
 KV0656
 KV0656.The geoid height was determined by GEOID03.
 KV0656
 KV0656.The dynamic height is computed by dividing the NAVD 88
 KV0656.geopotential number by the normal gravity value computed on the
 KV0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0656.degrees latitude (g = 980.6199 gals.).
 KV0656
 KV0656.The modeled gravity was interpolated from observed gravity values.
 KV0656
 KV0656;                    North         East     Units Scale Factor Converg.
 KV0656;SPC NJ       -   220,527.557   157,582.405   MT  0.99990071   +0 03 31.5
 KV0656;SPC NJ       -   723,514.16    517,001.61   sFT  0.99990071   +0 03 31.5
 KV0656;UTM  18      - 4,518,906.569   549,745.424   MT  0.99963046   +0 23 08.2
 KV0656
 KV0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0656!SPC NJ       -   0.99999429  x   0.99990071  =   0.99989501
 KV0656!UTM  18      -   0.99999429  x   0.99963046  =   0.99962476
 KV0656
 KV0656|---------------------------------------------------------------------|
 KV0656| PID    Reference Object                     Distance      Geod. Az  |
 KV0656|                                                           dddmmss.s |
 KV0656| KV0655 LAB RM 1                             16.560 METERS 05943     |
 KV0656| KV0657 OT                                   69.547 METERS 13533     |
 KV0656| KV0654 LAB RM 2                             11.268 METERS 14029     |
 KV0656| KV0651 LAB AZ MK                           315.281 METERS 20517     |
 KV0656| KV0658 ANTENNA ECC                          26.637 METERS 24544     |
 KV0656|---------------------------------------------------------------------|
 KV0656
 KV0656                          SUPERSEDED SURVEY CONTROL
 KV0656
 KV0656  ELLIP H (08/14/98)   36.40   (m)                       GP(       ) 3 2
 KV0656  NAD 83(1986)-  40 49 10.81514(N)    074 24 36.40969(W) AD(       ) 1
 KV0656  NAD 83(1986)-  40 49 10.81514(N)    074 24 36.40969(W) AD(       ) 2
 KV0656  NAD 27      -  40 49 10.45600(N)    074 24 37.86200(W) AD(       ) 2
 KV0656  NAVD 88 (01/04/94)   69.14   (m)          226.8    (f) LEVELING    3  
 KV0656  NGVD 29 (??/??/??)   69.424  (m)          227.77   (f) ADJUSTED    2 0
 KV0656
 KV0656.Superseded values are not recommended for survey control.
 KV0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0656.See file dsdata.txt to determine how the superseded data were derived.
 KV0656
 KV0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4974518907(NAD 83)
 KV0656_MARKER: DS = TRIANGULATION STATION DISK
 KV0656_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV0656+WITH SETTING: PAVEMENT
 KV0656_SP_SET: MANHOLE JUNCTION CHAMBER
 KV0656_STAMPING: LAB 1960
 KV0656_MARK LOGO: CGS   
 KV0656_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0656+STABILITY: SURFACE MOTION
 KV0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0656+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2006
 KV0656
 KV0656  HISTORY     - Date     Condition        Report By
 KV0656  HISTORY     - 1960     MONUMENTED       CGS
 KV0656  HISTORY     - 1960     GOOD             CGS
 KV0656  HISTORY     - 1966     GOOD             CGS
 KV0656  HISTORY     - 1984     GOOD             USPSQD
 KV0656  HISTORY     - 1985     GOOD             USPSQD
 KV0656  HISTORY     - 19911105 GOOD             AMGEOD
 KV0656  HISTORY     - 19921030 GOOD             NJGS
 KV0656  HISTORY     - 19930414 GOOD
 KV0656  HISTORY     - 19970312 GOOD             NJGS
 KV0656  HISTORY     - 20001003 GOOD             NJGS
 KV0656  HISTORY     - 20010716 GOOD             NJGS
 KV0656  HISTORY     - 20010718 GOOD             NJGS
 KV0656  HISTORY     - 20020119 GOOD             INDIV
 KV0656  HISTORY     - 20021016 GOOD             NJGS
 KV0656  HISTORY     - 20050411 GOOD             NJGS
 KV0656  HISTORY     - 20060824 GOOD             STEWRT
 KV0656
 KV0656                          STATION DESCRIPTION
 KV0656
 KV0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CWT)
 KV0656'THE STATION IS LOCATED IN THE NORTH SECTION OF THE BELL TELEPHONE
 KV0656'LABORATORIES ABOUT 0.5 MILE SOUTH OF WHIPPANY.
 KV0656'
 KV0656'TO REACH THE STATION FROM THE MAIN GATE OF THE BELL TELEPHONE
 KV0656'LABORATORIES, GO EAST ON THE MAIN ROAD FOR 0.15 MILE TO AZIMUTH
 KV0656'MARK ON RIGHT.  TURN LEFT AND GO NORTHEAST ON PAVED ROAD FOR 0.2
 KV0656'MILE TO A STANDARD METAL WITNESS POST ON RIGHT AND THE STATION ON
 KV0656'LEFT AS DESCRIBED.
 KV0656'
 KV0656'THE STATION MARK, A STANDARD DISK STAMPED LAB 1960, CEMENTED IN
 KV0656'THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION IN WHICH A LARGE
 KV0656'STEEL LID IS IN THE NORTH SECTION.  THE FOUNDATION IS ABOUT 5 BY
 KV0656'6 FEET WIDE AND PROJECTS ABOUT 1-1/2 FEET ON THE EAST SIDE.  IT
 KV0656'IS 33 FEET NORTHWEST OF A STANDARD METAL WITNESS POST, 1.3 FEET
 KV0656'NORTH OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION AND 17
 KV0656'FEET NORTHWEST OF THE CENTER OF THE HIGHWAY.
 KV0656'
 KV0656'REFERENCE MARK 1, A STANDARD DISK STAMPED LAB NO 1 1960, CEMENTED
 KV0656'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KV0656'SURFACE OF THE GROUND.  IT IS 60.3 FEET NORTHEAST OF THE STANDARD
 KV0656'METAL WITNESS POST, 1.7 FEET NORTHWEST OF A STEEL LIGHT POLE
 KV0656'NUMBER 8X286, 23 FEET NORTHEAST OF THE INTERSECTION OF THE
 KV0656'HIGHWAY, 48.6 FEET EAST OF THE NORTHEAST CORNER OF THE CONCRETE
 KV0656'FOUNDATION IN WHICH THE STATION IS ESTABLISHED, 64 FEET
 KV0656'SOUTHWEST OF A CYCLONE FENCE LINE AND IS ABOUT 1 FOOT
 KV0656'LOWER THAN THE STATION.
 KV0656'
 KV0656'REFERENCE MARK 2, A STANDARD DISK STAMPED LAB NO 2 1960, CEMENTED
 KV0656'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KV0656'SURFACE OF THE GROUND.  IT IS 4.1 FEET SOUTHEAST OF THE STANDARD
 KV0656'WITNESS POST, 39 FEET SOUTH OF THE INTERSECTION, 35.7 FEET
 KV0656'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION, 18
 KV0656'FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY AND IS ABOUT 2 FEET
 KV0656'LOWER THAN THE STATION.
 KV0656'
 KV0656'AZIMUTH MARK, A STANDARD DISK STAMPED LAB 1960, CEMENTED IN TOP
 KV0656'OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 KV0656'THE GROUND.  IT IS 3.1 FEET NORTHEAST OF A STANDARD METAL WITNESS
 KV0656'POST, 3.2 FEET NORTH OF A CYCLONE FENCE LINE, 21.7 FEET SOUTH OF
 KV0656'SOUTH EDGE OF THE HIGHWAY, 22.7 FEET EAST OF THE GATE NUMBER 2
 KV0656'AND 62 FEET EAST OF A STEEL LIGHT POLE.
 KV0656'
 KV0656'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 KV0656
 KV0656                          STATION RECOVERY (1960)
 KV0656
 KV0656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV0656'AT WHIPPANY.
 KV0656'AT THE BELL LABORATORIES IN WHIPPANY, SET IN A DRILL HOLE IN
 KV0656'THE TOP OF AN 8 FOOT BY 8 FOOT CONCRETE BLOCK WITH A MAN HOLE
 KV0656'IN THE CENTER, PROJECTS ABOUT 1.5 FEET, 33 FEET NORTH WEST OF
 KV0656'A STANDARD METAL WITNESS POST, 1.3 FEET NORTH OF THE SOUTH EAST
 KV0656'CORNER OF THE CONCRETE BLOCK, 17 FEET NORTH WEST OF THE CENTERLINE
 KV0656'OF A BLACKTOP ROAD.  TO REACH BM FROM MAIN GATE-- GO THROUGH
 KV0656'MAIN GATE TO THE THIRD BLACKTOP ROAD TO THE LEFT, TURN LEFT
 KV0656'AND GO TO JUNCTION OF NEXT BLACKTOP ROAD AND SIGHT.
 KV0656
 KV0656                          STATION RECOVERY (1966)
 KV0656
 KV0656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EP)
 KV0656'THIS STATION WAS RECOVERED IN GOOD CONDITION WITH ALL MARKS.  THE
 KV0656'DESCRIPTION IS ADEQUATE EXCEPT FOR THE WITNESS POST AT RM 2 THE
 KV0656'MARK IS ABOUT 1 FOOT SOUTHEAST OF THE WITNESS POST INSTEAD OF 4.1
 KV0656'FT.  THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE STATION
 KV0656'BECAUSE OF AN ADDITION TO A BUILDING.  IF IT EVER BECOMES
 KV0656'NECESSARY TO OBSERVE BETWEEN THE STATION AND THE AZIMUTH MARK THE
 KV0656'ADDITION CAN BE OPENED TO CLEAR THE LINE.
 KV0656
 KV0656                          STATION RECOVERY (1984)
 KV0656
 KV0656'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0656'THE SURVEY SITE IN NOW AT AND T BELL LABORATORIES AT WHIPPANY.
 KV0656
 KV0656                          STATION RECOVERY (1985)
 KV0656
 KV0656'RECOVERY NOTE BY US POWER SQUADRON 1985 (CWK)
 KV0656'LAB FOUND GOOD.
 KV0656'WITNESS POST GONE - SEE GATE GUARD FOR ACCESS TO GROUNDS.
 KV0656
 KV0656                          STATION RECOVERY (1991)
 KV0656
 KV0656'RECOVERY NOTE BY AMERICAN GEODETIC SURVEY 1991
 KV0656'THE STATION IS LOCATED IN HANOVER TOWNSHIP, ON THE GROUNDS OF THE
 KV0656'NORTH SECTION OF THE ATT LABORATORIES.  TO REACH THE STATION FROM
 KV0656'EXIT 35 OF INTERSTATE HIGHWAY 287, PROCEED 1.45 MI (2.33 KM)
 KV0656'SOUTHWEST ON STATE HIGHWAY 10 TO THE JUNCTION WITH WHIPPANY AVENUE.
 KV0656'TURN RIGHT AND GO 0.1 MI (0.2 KM) SOUTHWEST TO THE ENTRANCE TO THE
 KV0656'ATT COMPLEX ON THE LEFT.  TAKE DRIVEWAY FOR 0.2 MI (0.3 KM) TO THE
 KV0656'GUARDHOUSE, PASSING THE MAIN BUILDING ON THE RIGHT TO THE TRUCK GATE
 KV0656'GUARDHOUSE.  ACCESS TO PROPERTY MUST BE OBTAINED AT GUARDHOUSE.
 KV0656'CONTACT DAVE CALI OR TOM DITTMAR, PHONE 201 386 2070.  UPON ENTRY TO
 KV0656'GATE PROCEED 60.7 M (199.1 FT) SOUTHEAST ON COMPLEX ROAD TO THE
 KV0656'STATION ON THE RIGHT. THE STATION IS SET OF TOP OF A 2 M (6.6 FT) BY
 KV0656'2 M (6.6 FT) CONCRETE LID.  THE STRUCTURE IS ON THE SOUTHEAST TOE OF
 KV0656'SLOPE OF AN EARTH EMBANKMENT CONTAINING TWO ANTENNA MASTS.  THE
 KV0656'STATION IS 1.3 M (4.3 FT) SOUTH OF THE CENTER OF A MANHOLE, 0.3 M
 KV0656'(1.0 FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE STRUCTURE, 0.3 M
 KV0656'(1.0 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE STRUCTURE, 11.1 M
 KV0656'(36.4 FT) SOUTHWEST OF THE CENTERLINE OF THE COMPLEX ROAD AND 0.45 M
 KV0656'(1.48 FT) NORTHEAST OF A CARSONITE WITNESS POST.  THE COMPLEX
 KV0656'ENGINEER REPORTED REFERENCE MARKS 1 AND 2 ARE DESTROYED.
 KV0656
 KV0656                          STATION RECOVERY (1992)
 KV0656
 KV0656'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV0656'THE STATION IS LOCATED IN HANOVER TOWNSHIP, ON THE GROUNDS OF THE
 KV0656'NORTH SECTION OF THE ATT LABORATORIES.  TO REACH THE STATION FROM
 KV0656'EXIT 35 OF U.S. INTERSTATE HIGHWAY 287, PROCEED 1.45 MI (2.33 KM)
 KV0656'SOUTHWEST ON STATE ROUTE 10 TO THE JUNCTION WITH WHIPPANY AVENUE, TURN
 KV0656'RIGHT AND GO 0.1 MI (0.16 KM) SPUTHWEST TO THE ENTRANCE TO THE ATT
 KV0656'COMPLEX ON THE LEFT, TAKE DRIVEWAY FOR 0.2 MI (0.32 KM) TO THE
 KV0656'GUARDHOUSE, PASSING THE MAIN BUILDING ON THE RIGHT TO THE TRUCK GATE
 KV0656'GUARDHOUSE.  ACCESS TO PROPERTY MUST BE OBTAINED AT GUARDHOUSE.
 KV0656'CONTACT DAVE CALI OR TOM DITTMAR, PHONE 201 386 2070.  UPON ENTRY TO
 KV0656'GATE PROCEED 60.7 M (199.15 FT) SOUTHEAST ON COMPLEX ROAD TO THE
 KV0656'STATION ON THE RIGHT. TO STATION IS SET OF TOP OF A 2 M (6.56 FT) BY
 KV0656'2 M (6.56 FT) CONCRETE LID.  THE STRUCTURE IS ON THE SOUTHEAST TOE OF
 KV0656'SLOPE OF AN EARTHER ENBANKMENT CONTAINING TWO ANTENNAS MASTS, 1.3 M
 KV0656'(4.27 FT) SOUTH OF THE CENTER OF A MANHOLE, 0.3 M (0.98 FT) NORTHEAST
 KV0656'OF THE SOUTHWEST EDGE OF THE STRUCTURE, 0.3 M (0.98 FT) NORTHWEST OF
 KV0656'THE SOUTHEAST EDGE OF THE STRUCTURE, 11.1 M (36.42 FT) SOUTHWEST OF
 KV0656'THE CENTERLINE OF THE COMPLEX ROAD, 0.45 M (1.48 FT) NORTHEAST OF A
 KV0656'CARSONITE WITNESS POST.  THE COMPLEX ENGINEER REPORTED REFERENCE
 KV0656'MARKS 1 AND 2 ARE DESTROYED.
 KV0656
 KV0656                          STATION RECOVERY (1993)
 KV0656
 KV0656'RECOVERED 1993
 KV0656'RECOVERED IN GOOD CONDITION.
 KV0656
 KV0656                          STATION RECOVERY (1997)
 KV0656
 KV0656'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (FAC)
 KV0656'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE PROPERTY
 KV0656'FORMERLY OWNED BY ATT LABORATORIES IS NOW A RESEARCH FACILITY OWNED BY
 KV0656'LUCENT TECHNOLOGIES.  THE STATION IS SET FLUSH IN THE TOP OF A 2 M
 KV0656'(6.6 FT) BY 2 M (6.6 FT) CONCRETE JUNCTION CHAMBER FOR A UTILITY
 KV0656'MANHOLE.
 KV0656
 KV0656                          STATION RECOVERY (2000)
 KV0656
 KV0656'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (JVS)
 KV0656'RECOVERED AS DESCRIBED.
 KV0656'
 KV0656
 KV0656                          STATION RECOVERY (2001)
 KV0656
 KV0656'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 KV0656'RECOVERED AS DESCRIBED.
 KV0656'
 KV0656
 KV0656                          STATION RECOVERY (2001)
 KV0656
 KV0656'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (JVS)
 KV0656'THE GATE MENTIONED IN THE 1996 DESCRIPTION IS NO LONGER USED FOR
 KV0656'ACCESS TO THE STATION.  TO REQUEST ACCESS TO THE STATION CALL THE MAIN
 KV0656'SECURITY OFFICE AT 973-386-3131.
 KV0656
 KV0656                          STATION RECOVERY (2002)
 KV0656
 KV0656'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (AHS)
 KV0656'NEW CONTACT FOR ACCESS.
 KV0656'TONY TUFARO (973) 386-4996
 KV0656'CALL AT LEAST 24 HOURS BEFORE SEEKING ACCESS
 KV0656
 KV0656                          STATION RECOVERY (2002)
 KV0656
 KV0656'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 KV0656'STATION WAS RECOVERED AS DESCRIBED.
 KV0656
 KV0656                          STATION RECOVERY (2005)
 KV0656
 KV0656'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2005 (ECB)
 KV0656'RECOVERED AS DESCRIBED.
 KV0656
 KV0656                          STATION RECOVERY (2006)
 KV0656
 KV0656'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2006 (DEN)
 KV0656'THE VAULT ON WHICH THE MONUMENT IS SET IS IN A STATE OF DECAY.
 KV0656'CONCRETE HAS BEEN SPREAD AROUND THE MONUMENT BY OTHERS IN AN ATTEMPT
 KV0656'TO PRESERVE THE POSITION AND INTEGRITY OF THE MARK. A RTK OBSERVATION
 KV0656'WAS TAKEN AT THE MONUMENT FROM A BASE STATION WHOSE POSITION WAS
 KV0656'CALCULATED UTILIZING CORS NJMT AND THE POSITION OF THE MONUMENT (LAB)
 KV0656'CHECKS WELL BOTH HORIZONTALLY AND VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0651 ***********************************************************************
 KV0651  DESIGNATION -  LAB AZ MK
 KV0651  PID         -  KV0651
 KV0651  STATE/COUNTY-  NJ/MORRIS
 KV0651  USGS QUAD   -  MORRISTOWN (1981)
 KV0651
 KV0651                         *CURRENT SURVEY CONTROL
 KV0651  ___________________________________________________________________
 KV0651* NAD 83(1996)-  40 49 01.57430(N)    074 24 42.15405(W)     ADJUSTED  
 KV0651* NAVD 88     -        65.261  (meters)     214.11   (feet)  ADJUSTED  
 KV0651  ___________________________________________________________________
 KV0651  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 KV0651  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KV0651  DYNAMIC HT  -          65.233 (meters)     214.02  (feet)  COMP
 KV0651  MODELED GRAV-     980,194.5   (mgal)                       NAVD 88
 KV0651
 KV0651  HORZ ORDER  -  SECOND
 KV0651  VERT ORDER  -  SECOND    CLASS 0
 KV0651
 KV0651.The horizontal coordinates were established by classical geodetic methods
 KV0651.and adjusted by the National Geodetic Survey in September 1999..
 KV0651
 KV0651.The orthometric height was determined by differential leveling
 KV0651.and adjusted by the National Geodetic Survey in June 1991..
 KV0651
 KV0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0651
 KV0651.The geoid height was determined by GEOID03.
 KV0651
 KV0651.The dynamic height is computed by dividing the NAVD 88
 KV0651.geopotential number by the normal gravity value computed on the
 KV0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0651.degrees latitude (g = 980.6199 gals.).
 KV0651
 KV0651.The modeled gravity was interpolated from observed gravity values.
 KV0651
 KV0651;                    North         East     Units Scale Factor Converg.
 KV0651;SPC NJ       -   220,242.351   157,448.093   MT  0.99990068   +0 03 27.8
 KV0651;SPC NJ       -   722,578.45    516,560.95   sFT  0.99990068   +0 03 27.8
 KV0651;UTM  18      - 4,518,620.679   549,612.776   MT  0.99963030   +0 23 04.4
 KV0651
 KV0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0651!SPC NJ       -   0.99999490  x   0.99990068  =   0.99989558
 KV0651!UTM  18      -   0.99999490  x   0.99963030  =   0.99962520
 KV0651
 KV0651                          SUPERSEDED SURVEY CONTROL
 KV0651
 KV0651  NAD 83(1996)-  40 49 01.57433(N)    074 24 42.15417(W) AD(       ) 2
 KV0651  NAD 83(1986)-  40 49 01.57306(N)    074 24 42.15412(W) AD(       ) 2
 KV0651  NAD 27      -  40 49 01.21370(N)    074 24 43.60580(W) AD(       ) 2
 KV0651  NGVD 29 (??/??/??)   65.547  (m)          215.05   (f) ADJUSTED    2 0
 KV0651
 KV0651.Superseded values are not recommended for survey control.
 KV0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0651.See file dsdata.txt to determine how the superseded data were derived.
 KV0651
 KV0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4961318621(NAD 83)
 KV0651_MARKER: DZ = AZIMUTH MARK DISK
 KV0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0651_STAMPING: LAB AZI 1960
 KV0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0651+STABILITY: SURFACE MOTION
 KV0651
 KV0651  HISTORY     - Date     Condition        Report By
 KV0651  HISTORY     - 1960     MONUMENTED       CGS
 KV0651  HISTORY     - 1960     GOOD             CGS
 KV0651  HISTORY     - 1966     GOOD             CGS
 KV0651  HISTORY     - 1972     GOOD             NGS
 KV0651  HISTORY     - 1985     GOOD             USPSQD
 KV0651
 KV0651                          STATION DESCRIPTION
 KV0651
 KV0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CWT)
 KV0651'THE STATION IS LOCATED IN THE NORTH SECTION OF THE BELL TELEPHONE
 KV0651'LABORATORIES ABOUT 0.5 MILE SOUTH OF WHIPPANY.
 KV0651'
 KV0651'TO REACH STATION FROM THE MAIN GATE OF THE BELL TELEPHONE
 KV0651'LABORATORIES, GO EAST ON THE MAIN ROAD FOR 0.15 MILE TO AZIMUTH
 KV0651'MARK ON RIGHT.
 KV0651'
 KV0651'AZIMUTH MARK, A STANDARD DISK STAMPED LAB 1960, CEMENTED IN TOP
 KV0651'OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 KV0651'THE GROUND.  IT IS 3.1 FEET NORTHEAST OF A STANDARD METAL WITNESS
 KV0651'POST, 3.2 FEET NORTH OF A CYCLONE FENCE LINE, 21.7 FEET SOUTH OF
 KV0651'SOUTH EDGE OF THE HIGHWAY, 22.7 FEET EAST OF THE GATE NUMBER 2
 KV0651'AND 62 FEET EAST OF A STEEL LIGHT POLE.
 KV0651
 KV0651                          STATION RECOVERY (1960)
 KV0651
 KV0651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV0651'AT WHIPPANY.
 KV0651'AT THE BELL LABORATORIES IN WHIPPANY, SET AT GATE NO.2, 22.7
 KV0651'FEET EAST OF GATE NO.2, 3.1 FEET NORTH EAST OF STANDARD METAL
 KV0651'WITNESS POST, 3.2 FEET WEST OF A CYCLONE FENCE, 21.7 FEET
 KV0651'SOUTH OF SOUTH EDGE OF BLACKTOP ROAD, 62 FEET EAST OF STEEL
 KV0651'LIGHT POST, FLUSH WITH THE GROUND.
 KV0651
 KV0651                          STATION RECOVERY (1966)
 KV0651
 KV0651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EP)
 KV0651'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH
 KV0651'SEVERAL CHANGES IN DISTANCES, WHICH FOLLOW--IT IS 97.2 FEET WEST
 KV0651'OF A LIGHT STANDARD ALONG A FENCE LINE.  23.0 FEET EAST OF A
 KV0651'LIGHT STANDARD NEAR GATE NUMBER 2.  THE DISTANCE FROM THE GATE
 KV0651'NUMBER 2 WAS PROBABLY SWITCHED WITH THE DISTANCE FROM THE LIGHT
 KV0651'STANDARD.
 KV0651'
 KV0651'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV0651'1 MILE SOUTHEAST OF WHIPPANY.
 KV0651
 KV0651                          STATION RECOVERY (1972)
 KV0651
 KV0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KV0651'RECOVERED IN GOOD CONDITION.
 KV0651
 KV0651                          STATION RECOVERY (1985)
 KV0651
 KV0651'RECOVERY NOTE BY US POWER SQUADRON 1985 (CWK)
 KV0651'LAB AZ MK FOUND GOOD.
 KV0651'WITNESS POST NO LONGER SET.  SEE GUARD AT GATE FOR ACCESS TO
 KV0651'GROUNDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0655 ***********************************************************************
 KV0655  DESIGNATION -  LAB RM 1
 KV0655  PID         -  KV0655
 KV0655  STATE/COUNTY-  NJ/MORRIS
 KV0655  USGS QUAD   -  MORRISTOWN (1981)
 KV0655
 KV0655                         *CURRENT SURVEY CONTROL
 KV0655  ___________________________________________________________________
 KV0655* NAD 83(1986)-  40 49 10.     (N)    074 24 36.     (W)     SCALED    
 KV0655* NAVD 88     -        68.407  (meters)     224.43   (feet)  ADJUSTED  
 KV0655  ___________________________________________________________________
 KV0655  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KV0655  DYNAMIC HT  -          68.377 (meters)     224.33  (feet)  COMP
 KV0655  MODELED GRAV-     980,194.9   (mgal)                       NAVD 88
 KV0655
 KV0655  VERT ORDER  -  SECOND    CLASS 0
 KV0655
 KV0655.The horizontal coordinates were scaled from a topographic map and have
 KV0655.an estimated accuracy of +/- 6 seconds.
 KV0655
 KV0655.The orthometric height was determined by differential leveling
 KV0655.and adjusted by the National Geodetic Survey in June 1991..
 KV0655
 KV0655.The geoid height was determined by GEOID03.
 KV0655
 KV0655.The dynamic height is computed by dividing the NAVD 88
 KV0655.geopotential number by the normal gravity value computed on the
 KV0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0655.degrees latitude (g = 980.6199 gals.).
 KV0655
 KV0655.The modeled gravity was interpolated from observed gravity values.
 KV0655
 KV0655;                    North         East    Units  Estimated Accuracy
 KV0655;SPC NJ       -   220,500.      157,590.      MT  (+/- 180 meters Scaled)
 KV0655
 KV0655                          SUPERSEDED SURVEY CONTROL
 KV0655
 KV0655  NGVD 29 (??/??/??)   68.693  (m)          225.37   (f) ADJUSTED    2 0
 KV0655
 KV0655.Superseded values are not recommended for survey control.
 KV0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0655.See file dsdata.txt to determine how the superseded data were derived.
 KV0655
 KV0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL497188(NAD 83)
 KV0655_MARKER: DR = REFERENCE MARK DISK
 KV0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0655_STAMPING: LAB NO 1 1960
 KV0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0655+STABILITY: SURFACE MOTION
 KV0655
 KV0655  HISTORY     - Date     Condition        Report By
 KV0655  HISTORY     - 1960     MONUMENTED       CGS
 KV0655  HISTORY     - 1985     GOOD             USPSQD
 KV0655
 KV0655                          STATION DESCRIPTION
 KV0655
 KV0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV0655'AT WHIPPANY.
 KV0655'AT THE BELL LABORATORIES IN WHIPPANY, GO THROUGH MAIN GATE
 KV0655'TO THE THIRD BLACKTOP ROAD TO THE LEFT, TURN LEFT AND GO TO
 KV0655'THE JUNCTION OF NEXT BLACK TOP ROAD AND BM, 60.3 FEET NORTH
 KV0655'EAST OF STANDARD METEL WITNESS POST, 1.7 FEET NORTH WEST OF A
 KV0655'STEEL LIGHT POST 8X286, 23 FEET NORTH EAST OF INTERSECTION
 KV0655'OF TWO BLACKTOP ROADS, 48.6 FEET EAST OF NORTH EAST CORNER
 KV0655'OF MANHOLE FOUNDATION, 6.4 FEET SOUTH WEST OF A CYCLONE FENCE,
 KV0655'FLUSH WITH THE GROUND.
 KV0655
 KV0655                          STATION RECOVERY (1985)
 KV0655
 KV0655'RECOVERY NOTE BY US POWER SQUADRON 1985 (CWK)
 KV0655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0654 ***********************************************************************
 KV0654  DESIGNATION -  LAB RM 2
 KV0654  PID         -  KV0654
 KV0654  STATE/COUNTY-  NJ/MORRIS
 KV0654  USGS QUAD   -  MORRISTOWN (1981)
 KV0654
 KV0654                         *CURRENT SURVEY CONTROL
 KV0654  ___________________________________________________________________
 KV0654* NAD 83(1986)-  40 49 10.     (N)    074 24 36.     (W)     SCALED    
 KV0654* NAVD 88     -        68.181  (meters)     223.69   (feet)  ADJUSTED  
 KV0654  ___________________________________________________________________
 KV0654  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KV0654  DYNAMIC HT  -          68.151 (meters)     223.59  (feet)  COMP
 KV0654  MODELED GRAV-     980,194.9   (mgal)                       NAVD 88
 KV0654
 KV0654  VERT ORDER  -  SECOND    CLASS 0
 KV0654
 KV0654.The horizontal coordinates were scaled from a topographic map and have
 KV0654.an estimated accuracy of +/- 6 seconds.
 KV0654
 KV0654.The orthometric height was determined by differential leveling
 KV0654.and adjusted by the National Geodetic Survey in June 1991..
 KV0654
 KV0654.The geoid height was determined by GEOID03.
 KV0654
 KV0654.The dynamic height is computed by dividing the NAVD 88
 KV0654.geopotential number by the normal gravity value computed on the
 KV0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0654.degrees latitude (g = 980.6199 gals.).
 KV0654
 KV0654.The modeled gravity was interpolated from observed gravity values.
 KV0654
 KV0654;                    North         East    Units  Estimated Accuracy
 KV0654;SPC NJ       -   220,500.      157,590.      MT  (+/- 180 meters Scaled)
 KV0654
 KV0654                          SUPERSEDED SURVEY CONTROL
 KV0654
 KV0654  NGVD 29 (??/??/??)   68.467  (m)          224.63   (f) ADJUSTED    2 0
 KV0654
 KV0654.Superseded values are not recommended for survey control.
 KV0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0654.See file dsdata.txt to determine how the superseded data were derived.
 KV0654
 KV0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL497188(NAD 83)
 KV0654_MARKER: DR = REFERENCE MARK DISK
 KV0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0654_STAMPING: LAB NO 2 1960
 KV0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0654+STABILITY: SURFACE MOTION
 KV0654
 KV0654  HISTORY     - Date     Condition        Report By
 KV0654  HISTORY     - 1960     MONUMENTED       CGS
 KV0654  HISTORY     - 1985     GOOD             USPSQD
 KV0654
 KV0654                          STATION DESCRIPTION
 KV0654
 KV0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV0654'AT WHIPPANY.
 KV0654'AT THE BELL LABORATORIES IN WHIPPANY, GO THROUGH THE MAIN GATE
 KV0654'TO THE THIRD BLACKTOP ROAD TO THE LEFT, TURN LEFT AND GO TO
 KV0654'JUNCTION OF NEXT BLACK TOP ROAD AND BM, 4.1 FEET SOUTH EAST OF
 KV0654'STANDARD METAL WITNESS POST, 39 FEET SOUTH OF JUNCTION OF TWO
 KV0654'BLACKTOP ROADS, 18 FEET SOUTH EAST OF BLACKTOP ROAD, 35.7 FEET
 KV0654'SOUTH EAST OF SOUTH EAST CORNER OF MANHOLE FOUNDATION, FLUSH
 KV0654'WITH THE GROUND.
 KV0654
 KV0654                          STATION RECOVERY (1985)
 KV0654
 KV0654'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0654'WITNESS POST GONE--SEE GUARD FOR ACCESS TO GROUND LIGHT POST CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2655 ***********************************************************************
 JU2655  DESIGNATION -  LACEY
 JU2655  PID         -  JU2655
 JU2655  STATE/COUNTY-  NJ/OCEAN
 JU2655  USGS QUAD   -  FORKED RIVER (1989)
 JU2655
 JU2655                         *CURRENT SURVEY CONTROL
 JU2655  ___________________________________________________________________
 JU2655* NAD 83(1996)-  39 52 02.53364(N)    074 13 54.24846(W)     ADJUSTED  
 JU2655* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 JU2655  ___________________________________________________________________
 JU2655  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 JU2655  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JU2655
 JU2655  HORZ ORDER  -  FIRST
 JU2655
 JU2655.The horizontal coordinates were established by classical geodetic methods
 JU2655.and adjusted by the National Geodetic Survey in September 1999..
 JU2655
 JU2655.The orthometric height was scaled from a topographic map.
 JU2655
 JU2655.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2655
 JU2655.The geoid height was determined by GEOID03.
 JU2655
 JU2655;                    North         East     Units Scale Factor Converg.
 JU2655;SPC NJ       -   114,824.017   172,950.104   MT  0.99990648   +0 10 19.1
 JU2655;SPC NJ       -   376,718.46    567,420.47   sFT  0.99990648   +0 10 19.1
 JU2655;UTM  18      - 4,413,319.191   565,705.866   MT  0.99965315   +0 29 32.9
 JU2655
 JU2655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2655!SPC NJ       -   1.00000132  x   0.99990648  =   0.99990780
 JU2655!UTM  18      -   1.00000132  x   0.99965315  =   0.99965447
 JU2655
 JU2655:                Primary Azimuth Mark                     Grid Az
 JU2655:SPC NJ       -  ISLAND HEIGHTS STANDPIPE                 040 44 41.5
 JU2655:UTM  18      -  ISLAND HEIGHTS STANDPIPE                 040 25 27.7
 JU2655
 JU2655|---------------------------------------------------------------------|
 JU2655| PID    Reference Object                     Distance      Geod. Az  |
 JU2655|                                                           dddmmss.s |
 JU2655| JU2658 ISLAND HEIGHTS STANDPIPE            APPROX.11.1 KM 0405500.6 |
 JU2655| JU2656 LARGE BUILDING CUPOLA               APPROX. 4.3 KM 0465207.5 |
 JU2655| CB2148 LACEY RM 5                           24.543 METERS 10629     |
 JU2655| CB2144 LACEY RM 1                           24.700 METERS 10630     |
 JU2655| CB2145 LACEY RM 2 AZIMUTH                                 1103558.0 |
 JU2655| JU2643 BARNEGAT WATER TANK                 APPROX.12.4 KM 1755856.1 |
 JU2655| CB2146 LACEY RM 3                           28.400 METERS 33028     |
 JU2655| CB2147 LACEY RM 4                           28.195 METERS 33047     |
 JU2655|---------------------------------------------------------------------|
 JU2655
 JU2655                          SUPERSEDED SURVEY CONTROL
 JU2655
 JU2655  NAD 83(1986)-  39 52 02.52670(N)    074 13 54.24295(W) AD(       ) 1
 JU2655  NAD 27      -  39 52 02.09540(N)    074 13 55.73680(W) AD(       ) 1
 JU2655
 JU2655.Superseded values are not recommended for survey control.
 JU2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2655.See file dsdata.txt to determine how the superseded data were derived.
 JU2655
 JU2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6570613319(NAD 83)
 JU2655_MARKER: DS = TRIANGULATION STATION DISK
 JU2655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2655_SP_SET: CONCRETE POST
 JU2655_STAMPING: LACY 1932
 JU2655_MARK LOGO: CGS   
 JU2655_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2655+STABILITY: SURFACE MOTION
 JU2655_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2655+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1991
 JU2655
 JU2655  HISTORY     - Date     Condition        Report By
 JU2655  HISTORY     - 1932     MONUMENTED       CGS
 JU2655  HISTORY     - 1932     GOOD             CGS
 JU2655  HISTORY     - 1947     GOOD             NJGS
 JU2655  HISTORY     - 1951     GOOD             CGS
 JU2655  HISTORY     - 1974     GOOD             NGS
 JU2655  HISTORY     - 1984     GOOD             USPSQD
 JU2655  HISTORY     - 1987     GOOD             LOCSUR
 JU2655  HISTORY     - 19910301 GOOD             NJGS
 JU2655
 JU2655                          STATION DESCRIPTION
 JU2655
 JU2655'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2655'STATION IS LOCATED ON WHAT IS KNOWN AS THE LACEY ROAD, ABOUT
 JU2655'3.0 MILES FROM WHERE IT LEAVES HIGHWAY 4-9 AT FORKED RIVER.  AT THE
 JU2655'FIRST, AND WHAT IS SAID TO BE, THE HIGHEST POINT WHERE THIS ROAD
 JU2655'CROSSES THE FORKED RIVER MOUNTAINS.  MARK IS LOCATED 10.5 METERS
 JU2655'S OF THE CENTER LINE OF THE ROAD.
 JU2655'
 JU2655'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2655'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU2655'
 JU2655'REFERENCE MARK NO.1 IS 24.7 METERS E OF STATION.  9 METERS S
 JU2655'OF THE ROAD CENTER LINE.  REFERENCE MARK NO.2 IS APPROXIMATELY
 JU2655'0.4 MILE E OF STATION.  10 METERS N OF THE ROAD CENTER LINE.
 JU2655'REFERENCE MARK NO.3 IS 28.4 METERS NW OF STATION.  8 METERS N
 JU2655'OF ROAD CENTER LINE.
 JU2655'
 JU2655'HEIGHT OF SIGNAL ABOVE STATION MARK - 24 METERS.
 JU2655
 JU2655                          STATION RECOVERY (1932)
 JU2655
 JU2655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 JU2655'RECOVERED IN GOOD CONDITION.
 JU2655
 JU2655                          STATION RECOVERY (1947)
 JU2655
 JU2655'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1947
 JU2655'DESCRIPTION O.K. BUT ADD THE FOLLOWING--
 JU2655'
 JU2655'(772 FEET SOUTHEAST ALONG THE CENTER LINE OF LACEY ROAD FROM
 JU2655'THE INTERSECTION LINE OF THE EAST RANGE LINE OF 2-STORY FRAME
 JU2655'DWELLING OF THE MEADOWS ESTATE.)
 JU2655'
 JU2655'I DID NOT LOOK FOR REFERENCE MARK NO. 2 BUT ALL OTHER REFERENCE
 JU2655'MARKS ARE O.K.
 JU2655
 JU2655                          STATION RECOVERY (1951)
 JU2655
 JU2655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2655'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 JU2655'DISTANCES TO R.M. 1 AND R.M. 3 WERE MEASURED WITH A STEEL
 JU2655'TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS
 JU2655'ADEQUATE AND CORRECT WITH THE FOLLOWING ADDITION--
 JU2655'
 JU2655'A 4- BY 4-INCH WITNESS POST WAS SET 3.0 FEET S OF THE STATION.
 JU2655
 JU2655                          STATION RECOVERY (1974)
 JU2655
 JU2655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU2655'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 JU2655'GOOD CONDITION.  REFERENCE MARKS 1 AND 3 WERE FOUND DESTROYED.  NEW
 JU2655'REFERENCE MARKS 4 AND 5 WERE ESTABLISHED AT THIS DATE, THEY
 JU2655'WERE SET NEAR WHERE THE OLD REFERENCE MARKS WERE ORIGINALLY SET.
 JU2655'
 JU2655'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU2655'
 JU2655'THE STATION IS LOCATED ABOUT 8 AIRLINE MILES SOUTH OF TOMS
 JU2655'RIVER, 4 MILES NORTH-NORTHWEST OF WARETOWN AND 2 MILES NORTHWEST
 JU2655'OF FORKED RIVER.  IT IS ON THE SOUTH SIDE OF LACEY ROAD AND ON
 JU2655'STATE HIGHWAY RIGHT-OF-WAY.
 JU2655'
 JU2655'TO REACH FROM THE POST OFFICE IN FORKED RIVER, GO NORTH ON U.S.
 JU2655'HIGHWAY 9 FOR 0.15 MILES TO A CROSSROADS.  TURN LEFT AND GO WEST
 JU2655'ON LACEY ROAD FOR 1.75 MILES TO THE LACEY TOWNSHIP MUNICIPAL
 JU2655'BUILDING ON THE RIGHT.  CONTINUE WESTERLY ON LACEY ROAD FOR 0.65
 JU2655'MILES TO THE GARDEN STATE PARKWAY.  PASS UNDER AND CONTINUE
 JU2655'WESTERLY ON LACEY ROAD FOR 0.25 MILE TO A SIDE ROAD RIGHT AND
 JU2655'THE AZIMUTH MARK ON THE RIGHT, JUST SOUTH OF THE ROAD LEADING
 JU2655'TO THE NORTH.  CONTINUE WESTERLY ON LACEY ROAD FOR 0.45 MILE
 JU2655'TO THE STATION ON THE LEFT.
 JU2655'
 JU2655'THE STATION MARK IS A STANDARD DISK STAMPED LACEY 1932, SET
 JU2655'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 JU2655'4-INCHES.  IT IS 96.1 FEET SOUTH OF POWERLINE POLE NUMBERED 20
 JU2655'1/2, 72.3 FEET WEST OF POWERLINE POLE NUMBERED BT 259-20, 18.7
 JU2655'FEET NORTH OF A 8-INCH PINE TREE WITH A TRIANGLE BLAZE, 33.1
 JU2655'FEET SOUTHWEST OF THE CENTER OF LACEY ROAD AND 2.6 FEET
 JU2655'SOUTHEAST OF A WITNESS POST.  (NOTE 1A 7A.)
 JU2655'
 JU2655'REFERENCE MARK 2 (AZI MK) IS A STANDARD DISK STAMPED LACEY NO 2
 JU2655'1932, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 JU2655'PROJECTS 7-INCHES.  IT IS 30.2 FEET NORTHEAST OF THE CENTER OF
 JU2655'LACEY ROAD, 82 FEET SOUTHEAST OF THE CENTER OF THE ROAD LEADING
 JU2655'NORTH, 19.9 FEET EAST OF A POWERLINE POLE NUMBERED 11 AND 2.1
 JU2655'FEET NORTHWEST OF A WITNESS POST.  (NOTE 11A)
 JU2655'
 JU2655'REFERENCE MARK 4 IS A STANDARD DISK STAMPED LACEY 1932 NO 4 1974,
 JU2655'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 JU2655'FLUSH WITH THE SURFACE.  IT IS 25 FEET NORTHEAST OF THE CENTER
 JU2655'OF LACEY ROAD, 4.9 FEET SOUTHEAST OF POWERLINE POLE NUMBERED 20
 JU2655'1/2 AND 2.7 FEET SOUTHWEST OF A WITNESS POST.  (NOTE 11A)
 JU2655'
 JU2655'REFERENCE MARK 5 IS A STANDARD DISK STAMPED LACEY 1932 NO 5
 JU2655'1974, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 JU2655'IS FLUSH WITH THE SURFACE.  IT IS 59.9 FEET SOUTH OF POWERLINE
 JU2655'POLE NUMBERED BT 259-20, 24.9 FEET SOUTHWEST OF THE CENTER OF
 JU2655'LACEY ROAD AND 2 FEET NORTHWEST OF A WITNESS POST.  (NOTE 11A)
 JU2655'
 JU2655'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2655'2 MILES NORTHWEST OF FORKED RIVER.
 JU2655
 JU2655                          STATION RECOVERY (1984)
 JU2655
 JU2655'RECOVERY NOTE BY US POWER SQUADRON 1984 (JBD)
 JU2655'LACEY-1932 (STATION MARK) RECOVERED GOOD.
 JU2655'
 JU2655'LACEY NO. 2 (AZIMUTH) RECOVERED GOOD.
 JU2655'
 JU2655'LACEY NO. 4 RECOVERED GOOD.
 JU2655'
 JU2655'LACEY NO. 5 RECOVERED GOOD-DISC, POST SEVERLY CHIPPED.
 JU2655'
 JU2655'SURVEY MARKS LOCATED IN ACCORDANCE WITH WRITTEN AND TABULAR
 JU2655'DESCRIPTION WITH THE EXCEPTION OF LACEY NO. 5.  THE WRITTEN
 JU2655'DESCRIPTION ACCURATELY LOCATED LACEY NO. 5 ON THE S SIDE OF LACEY
 JU2655'ROAD WHILE THE TABULAR DESCRIPTION APPEARS TO PLACE IT ON THE
 JU2655'N SIDE OF LACEY ROAD.
 JU2655
 JU2655                          STATION RECOVERY (1987)
 JU2655
 JU2655'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (CT)
 JU2655'RECOVERED IN GOOD CONDITION.
 JU2655
 JU2655                          STATION RECOVERY (1991)
 JU2655
 JU2655'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 JU2655'THE STATION IS LOCATED IN LACY TOWNSHIP, ON THE SOUTHWEST SIDE OF LACY
 JU2655'ROAD, COUNTY ROAD 614.  TO REACH THE STATION FROM THE GARDEN STATE
 JU2655'PARKWAY, EXIT 74 AND LACY ROAD, GO ABOUT 0.35 MI (0.56 KM) NORTHWEST
 JU2655'ON LACY ROAD TO THE STATION ON THE LEFT.  THE STATION IS ABOUT 34 FT
 JU2655'(10.4 M) SOUTHWEST OF THE CENTERLINE OF LACY ROAD AT THE NORTHEAST
 JU2655'EDGE OF THE WOODLINE.  NO MEASUREMENTS WERE TAKEN AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4012 ***********************************************************************
 KV4012  DESIGNATION -  LACK
 KV4012  PID         -  KV4012
 KV4012  STATE/COUNTY-  NJ/BERGEN
 KV4012  USGS QUAD   -  WEEHAWKEN (1995)
 KV4012
 KV4012                         *CURRENT SURVEY CONTROL
 KV4012  ___________________________________________________________________
 KV4012* NAD 83(1996)-  40 46 45.66370(N)    074 05 29.39376(W)     ADJUSTED  
 KV4012* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4012  ___________________________________________________________________
 KV4012  LAPLACE CORR-           6.63  (seconds)                    DEFLEC99
 KV4012  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 KV4012
 KV4012  HORZ ORDER  -  THIRD
 KV4012
 KV4012.The horizontal coordinates were established by classical geodetic methods
 KV4012.and adjusted by the National Geodetic Survey in September 1999..
 KV4012
 KV4012.The orthometric height was scaled from a topographic map.
 KV4012
 KV4012.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4012
 KV4012.The geoid height was determined by GEOID03.
 KV4012
 KV4012;                    North         East     Units Scale Factor Converg.
 KV4012;SPC NJ       -   216,126.838   184,480.325   MT  0.99991463   +0 16 00.5
 KV4012;SPC NJ       -   709,076.13    605,249.20   sFT  0.99991463   +0 16 00.5
 KV4012;SPC NY L     -    68,040.234   292,276.196   MT  0.99999566   -0 03 35.5
 KV4012;SPC NY L     -   223,228.67    958,909.49   sFT  0.99999566   -0 03 35.5
 KV4012;UTM  18      - 4,514,660.393   576,661.100   MT  0.99967233   +0 35 36.3
 KV4012
 KV4012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4012!SPC NJ       -   1.00000461  x   0.99991463  =   0.99991924
 KV4012!SPC NY L     -   1.00000461  x   0.99999566  =   1.00000027
 KV4012!UTM  18      -   1.00000461  x   0.99967233  =   0.99967694
 KV4012
 KV4012:                Primary Azimuth Mark                     Grid Az
 KV4012:SPC NJ       -  HACK                                     033 22 25.5
 KV4012:SPC NY L     -  HACK                                     033 42 01.5
 KV4012:UTM  18      -  HACK                                     033 02 49.7
 KV4012
 KV4012|---------------------------------------------------------------------|
 KV4012| PID    Reference Object                     Distance      Geod. Az  |
 KV4012|                                                           dddmmss.s |
 KV4012| KV4087 HACK                                APPROX. 1.3 KM 0333826.0 |
 KV4012| CB5238 LACK RM 2                                          13513     |
 KV4012| KV4015 WANNA                               387.830 METERS 13742     |
 KV4012| CB5237 LACK RM 1                                          32819     |
 KV4012|---------------------------------------------------------------------|
 KV4012
 KV4012                          SUPERSEDED SURVEY CONTROL
 KV4012
 KV4012  NAD 83(1996)-  40 46 45.66363(N)    074 05 29.39387(W) AD(       ) 3
 KV4012  NAD 83(1996)-  40 46 45.66263(N)    074 05 29.39552(W) AD(       ) 3
 KV4012  NAD 83(1992)-  40 46 45.66161(N)    074 05 29.39642(W) AD(       ) 3
 KV4012  NAD 83(1986)-  40 46 45.66515(N)    074 05 29.39593(W) AD(       ) 3
 KV4012  NAD 27      -  40 46 45.30200(N)    074 05 30.88500(W) AD(       ) 3
 KV4012
 KV4012.Superseded values are not recommended for survey control.
 KV4012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4012.See file dsdata.txt to determine how the superseded data were derived.
 KV4012
 KV4012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7666114660(NAD 83)
 KV4012_MARKER: DS = TRIANGULATION STATION DISK
 KV4012_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4012_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4012
 KV4012  HISTORY     - Date     Condition        Report By
 KV4012  HISTORY     - 1913     MONUMENTED       CGS
 KV4012  HISTORY     - 1932     GOOD             CGS
 KV4012  HISTORY     - 1933     SEE DESCRIPTION  CGS
 KV4012
 KV4012                          STATION DESCRIPTION
 KV4012
 KV4012'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4012'STATION IS ON THE W SIDE OF HACKENSACK RIVER, ON THE OLD AND
 KV4012'NOW ABANDONED EMBANKMENT OF THE D.L. AND W. RAILROAD, ABOUT 90
 KV4012'METERS W OF THE NW END OF THE RAILROAD BRIDGE AND 10 METERS NW
 KV4012'OF THE THIRD TELEPHONE POLE FROM THE EDGE OF THE RIVER.  THE
 KV4012'STATION IS MARKED BY A STANDARD BRASS DISK CEMENTED IN THE TOP
 KV4012'OF A 4-INCH TILE PIPE AND SUNK TO THE GROUND LEVEL.  A BURIED
 KV4012'BOTTLE AT THE BOTTOM OF THE TILE PIPE SERVES IN CASE OF
 KV4012'NECESSITY AS A SUBSURFACE MARK.  TWO REFERENCE MARKS, EACH A
 KV4012'COPPER NAIL SET IN CEMENT CONTAINED IN A 4-INCH TILE PIPE AND
 KV4012'SUNK TO THE GROUND LEVEL, ARE PLACE RESPECTIVELY 58.65 FEET
 KV4012'N 20 DEG E AND 43.15 FEET S 35 DEG E FROM THE STATION.  THE
 KV4012'FIRST IS ON THE NE EDGE OF THE EMBANKMENT AND 10 METERS FROM
 KV4012'THE FOURTH TELEPHONE POLE.  THE SECOND IS ON THE E EDGE OF
 KV4012'THE EMBANKMENT AND 10 METERS E OF THE THIRD TELEPHONE POLE.
 KV4012
 KV4012                          STATION RECOVERY (1932)
 KV4012
 KV4012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4012'STATION RECOVERED IN GOOD CONDITION FROM THE ORIGINAL
 KV4012'DESCRIPTION.  THE TWO REFERENCE MARKS WERE NOT RECOVERED.
 KV4012'
 KV4012'A COMPLETE DESCRIPTION FOLLOWS--
 KV4012'
 KV4012'STATION IS ON THE W SIDE OF THE W SIDE OF THE HACKENSACK RIVER,
 KV4012'W OF THE D.L. AND W. RAILROAD DRAWBRIDGE ON THE OLD TRACK-FILL,
 KV4012'61 METERS SW OF THE CENTER LINE OF THE PRESENT TRACKS AND 78
 KV4012'METERS W OF THE HIGH-WATER LINE.
 KV4012'
 KV4012'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK
 KV4012'(UNSTAMPED) SET IN THE TOP OF A CONCRETE-FILLED 4-INCH TILE PIPE
 KV4012'SET FLUSH WITH THE GROUND.  A BOTTLE, IMBEDDED NECK UP IN CONCRETE,
 KV4012'WAS SET AS AN UNDERGROUND STATION MARK IN 1913.  NO REFERENCE
 KV4012'MARKS WERE PLACED NOR ANY REFERENCE MEASUREMENTS TAKEN.
 KV4012'
 KV4012'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD
 KV4012'SET-UPS.  INSTRUMENT STAKES AND AN OBSERVERS PLATFORM ARE REQUIRED
 KV4012'TO SEE TO THE N AND E OVER THE RAILROAD EMBANKMENT.
 KV4012
 KV4012                          STATION RECOVERY (1933)
 KV4012
 KV4012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4012'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH THE
 KV4012'FOLLOWING ADDITIONS--
 KV4012'
 KV4012'THE STATION DISK IS NOW STAMPED LACK.  THERE IS A COLLAR OF
 KV4012'CONCRETE AROUND THE TILE PIPE FLUSH WITH THE GROUND.  THE LEGEND
 KV4012'U.S.C. AND G.S. - 1913 IS SCRATCHED IN THE CONCRETE.
 KV4012'
 KV4012'THE FOLLOWING REFERENCE MEASUREMENTS WERE TAKEN--
 KV4012'
 KV4012'TO CENTER OF 3RD TELEPHONE POLE COUNTING FROM THE W RIVER BANK,
 KV4012'8.80 METERS.
 KV4012'
 KV4012'TO CENTER OF 4TH TELEPHONE POLE COUNTING FROM THE W RIVER BANK,
 KV4012'25.80 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4276 ***********************************************************************
 KV4276  DESIGNATION -  LADEW
 KV4276  PID         -  KV4276
 KV4276  STATE/COUNTY-  NJ/ESSEX
 KV4276  USGS QUAD   -  JERSEY CITY (1981)
 KV4276
 KV4276                         *CURRENT SURVEY CONTROL
 KV4276  ___________________________________________________________________
 KV4276* NAD 83(1996)-  40 44 03.47773(N)    074 07 14.36062(W)     ADJUSTED  
 KV4276* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4276  ___________________________________________________________________
 KV4276  LAPLACE CORR-           6.34  (seconds)                    DEFLEC99
 KV4276  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV4276
 KV4276  HORZ ORDER  -  THIRD
 KV4276
 KV4276.The horizontal coordinates were established by classical geodetic methods
 KV4276.and adjusted by the National Geodetic Survey in September 1999..
 KV4276
 KV4276.The orthometric height was scaled from a topographic map.
 KV4276
 KV4276.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4276
 KV4276.The geoid height was determined by GEOID03.
 KV4276
 KV4276;                    North         East     Units Scale Factor Converg.
 KV4276;SPC NJ       -   211,113.319   182,040.854   MT  0.99991263   +0 14 51.2
 KV4276;SPC NJ       -   692,627.61    597,245.70   sFT  0.99991263   +0 14 51.2
 KV4276;SPC NY L     -    63,040.287   289,807.987   MT  0.99999693   -0 04 44.1
 KV4276;SPC NY L     -   206,824.67    950,811.70   sFT  0.99999693   -0 04 44.1
 KV4276;UTM  18      - 4,509,634.280   574,250.822   MT  0.99966786   +0 34 25.8
 KV4276
 KV4276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4276!SPC NJ       -   1.00000462  x   0.99991263  =   0.99991725
 KV4276!SPC NY L     -   1.00000462  x   0.99999693  =   1.00000155
 KV4276!UTM  18      -   1.00000462  x   0.99966786  =   0.99967248
 KV4276
 KV4276|---------------------------------------------------------------------|
 KV4276| PID    Reference Object                     Distance      Geod. Az  |
 KV4276|                                                           dddmmss.s |
 KV4276| CB5240 LADEW RM 2                           12.314 METERS 02813     |
 KV4276| KV4286 KEARNY PRR MEADOW SHOPS CHIM        APPROX. 2.1 KM 0575002.8 |
 KV4276| CB5241 LADEW RM 3                            0.968 METERS 18041     |
 KV4276| KV4332 CENTRAL                             APPROX. 1.0 KM 1841917.4 |
 KV4276| CB5239 LADEW RM 1                           78.639 METERS 29458     |
 KV4276| KV4677 PASSAIC CHIMNEY                     APPROX. 1.1 KM 2981448.4 |
 KV4276|---------------------------------------------------------------------|
 KV4276
 KV4276                          SUPERSEDED SURVEY CONTROL
 KV4276
 KV4276  NAD 83(1996)-  40 44 03.47762(N)    074 07 14.36076(W) AD(       ) 3
 KV4276  NAD 83(1996)-  40 44 03.47622(N)    074 07 14.36362(W) AD(       ) 3
 KV4276  NAD 83(1992)-  40 44 03.47599(N)    074 07 14.36424(W) AD(       ) 3
 KV4276  NAD 83(1986)-  40 44 03.47614(N)    074 07 14.36540(W) AD(       ) 3
 KV4276  NAD 27      -  40 44 03.10600(N)    074 07 15.84800(W) AD(       ) 3
 KV4276
 KV4276.Superseded values are not recommended for survey control.
 KV4276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4276.See file dsdata.txt to determine how the superseded data were derived.
 KV4276
 KV4276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7425109634(NAD 83)
 KV4276_MARKER: DS = TRIANGULATION STATION DISK
 KV4276_SETTING: 0 = UNSPECIFIED SETTING
 KV4276
 KV4276  HISTORY     - Date     Condition        Report By
 KV4276  HISTORY     - 1913     MONUMENTED       CGS
 KV4276  HISTORY     - 1932     GOOD             CGS
 KV4276
 KV4276                          STATION DESCRIPTION
 KV4276
 KV4276'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4276'STATION IS ON THE W SIDE OF PASSAIC RIVER, ON TOP OF THE LONG
 KV4276'BRICK BUILDING OF THE J.H. LADEW COMPANY, LEATHER FACTORY.  IT
 KV4276'IS ABOUT 250 FEET N OF THE MORRIS CANAL AND 160 METERS FROM
 KV4276'HIGH-WATER LINE.  THE STATION IS MARKED BY A C. AND G.S. STANDARD
 KV4276'BRASS DISK CEMENTED TO THE ROOF, NEAR THE MIDDLE OF ITS SE END.
 KV4276
 KV4276                          STATION RECOVERY (1932)
 KV4276
 KV4276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4276'STATION RECOVERED IN GOOD CONDITION FROM THE DESCRIPTION.
 KV4276'
 KV4276'A COMPLETE DESCRIPTION FOLLOWS--
 KV4276'
 KV4276'THIS STATION IS W OF THE PASSAIC RIVER IN EAST NEWARK JUST N
 KV4276'OF THE LINCOLN HIGHWAY (FORMERLY PLANK ROAD) AND THE OLD MORRIS
 KV4276'CANAL WHICH PARALLELS IT, ATOP THE MAIN BUILDING OF THE J.H. LADEW
 KV4276'COMPANY, TANNERY (A RED BRICK STRUCTURE, 4 TO 6 STORIES
 KV4276'HIGH).  IT IS NEAR THE E END OF THE MAIN BUILDING AND ABOUT
 KV4276'HALF-WAY BETWEEN THE N AND S SIDES.
 KV4276'
 KV4276'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK SET
 KV4276'IN CONCRETE.  NO REFERENCE MARKS WERE PLACED.
 KV4276'
 KV4276'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4276'
 KV4276'TO NE CORNER OF MAIN BUILDING 12.34 METERS
 KV4276'
 KV4276'TO SE CORNER OF MAIN BUILDING 9.70 METERS
 KV4276'
 KV4276'NORMAL TO E END OF MAIN BUILDING 2.58 METERS
 KV4276'
 KV4276'THERE IS SUFFICIENT ROOM AND FAIR FOOTING FOR CENTRAL TRIPOD
 KV4276'SET-UPS ON THE FLAT ROOF.  THE OLD CONCRETE TRIPOD FOOTINGS
 KV4276'ARE INTACT.  THE VISIBILITY TO THE SE IS OBSCURED BY THE
 KV4276'WESTERN ELECTRIC COMPANY PLANT (ATOP WHICH TRIANGULATION STATION
 KV4276'WECO IS LOCATED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4274 ***********************************************************************
 KV4274  DESIGNATION -  LADEW CHIMNEY
 KV4274  PID         -  KV4274
 KV4274  STATE/COUNTY-  NJ/ESSEX
 KV4274  USGS QUAD   -  JERSEY CITY (1981)
 KV4274
 KV4274                         *CURRENT SURVEY CONTROL
 KV4274  ___________________________________________________________________
 KV4274* NAD 83(1996)-  40 44 04.03478(N)    074 07 10.93224(W)     ADJUSTED  
 KV4274* NAVD 88     -                                                        
 KV4274  ___________________________________________________________________
 KV4274  LAPLACE CORR-           6.35  (seconds)                    DEFLEC99
 KV4274  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV4274
 KV4274  HORZ ORDER  -  THIRD
 KV4274
 KV4274.The horizontal coordinates were established by classical geodetic methods
 KV4274.and adjusted by the National Geodetic Survey in September 1999..
 KV4274
 KV4274
 KV4274.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4274
 KV4274.The geoid height was determined by GEOID03.
 KV4274
 KV4274;                    North         East     Units Scale Factor Converg.
 KV4274;SPC NJ       -   211,130.849   182,121.217   MT  0.99991270   +0 14 53.4
 KV4274;SPC NJ       -   692,685.13    597,509.36   sFT  0.99991270   +0 14 53.4
 KV4274;SPC NY L     -    63,057.360   289,888.455   MT  0.99999693   -0 04 41.9
 KV4274;SPC NY L     -   206,880.69    951,075.71   sFT  0.99999693   -0 04 41.9
 KV4274;UTM  18      - 4,509,652.263   574,331.064   MT  0.99966800   +0 34 28.1
 KV4274
 KV4274                          SUPERSEDED SURVEY CONTROL
 KV4274
 KV4274  NAD 83(1996)-  40 44 04.03464(N)    074 07 10.93239(W) AD(       ) 4
 KV4274  NAD 83(1996)-  40 44 04.03432(N)    074 07 10.93499(W) AD(       ) 4
 KV4274  NAD 83(1992)-  40 44 04.03348(N)    074 07 10.93570(W) AD(       ) 4
 KV4274  NAD 83(1986)-  40 44 04.03309(N)    074 07 10.93700(W) AD(       ) 4
 KV4274  NAD 27      -  40 44 03.65300(N)    074 07 12.41400(W) AD(       ) 3
 KV4274
 KV4274.Superseded values are not recommended for survey control.
 KV4274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4274.See file dsdata.txt to determine how the superseded data were derived.
 KV4274
 KV4274_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7433109652(NAD 83)
 KV4274_MARKER: 85 = CHIMNEY
 KV4274
 KV4274  HISTORY     - Date     Condition        Report By
 KV4274  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4274
 KV4274                          STATION DESCRIPTION
 KV4274
 KV4274'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4741 ***********************************************************************
 KV4741  DESIGNATION -  LAFAYETTE
 KV4741  PID         -  KV4741
 KV4741  STATE/COUNTY-  NJ/ESSEX
 KV4741  USGS QUAD   -  ELIZABETH (1995)
 KV4741
 KV4741                         *CURRENT SURVEY CONTROL
 KV4741  ___________________________________________________________________
 KV4741* NAD 83(1996)-  40 43 47.33345(N)    074 09 48.64233(W)     ADJUSTED  
 KV4741* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 KV4741  ___________________________________________________________________
 KV4741  LAPLACE CORR-           5.72  (seconds)                    DEFLEC99
 KV4741  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV4741
 KV4741  HORZ ORDER  -  FIRST
 KV4741
 KV4741.The horizontal coordinates were established by classical geodetic methods
 KV4741.and adjusted by the National Geodetic Survey in September 1999..
 KV4741
 KV4741.The orthometric height was scaled from a topographic map.
 KV4741
 KV4741.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4741
 KV4741.The geoid height was determined by GEOID03.
 KV4741
 KV4741;                    North         East     Units Scale Factor Converg.
 KV4741;SPC NJ       -   210,600.612   178,422.973   MT  0.99990994   +0 13 10.4
 KV4741;SPC NJ       -   690,945.51    585,376.04   sFT  0.99990994   +0 13 10.4
 KV4741;SPC NY L     -    62,548.161   286,186.932   MT  0.99999709   -0 06 25.0
 KV4741;SPC NY L     -   205,210.09    938,931.63   sFT  0.99999709   -0 06 25.0
 KV4741;UTM  18      - 4,509,101.110   570,636.811   MT  0.99966141   +0 32 45.0
 KV4741
 KV4741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4741!SPC NJ       -   1.00000370  x   0.99990994  =   0.99991364
 KV4741!SPC NY L     -   1.00000370  x   0.99999709  =   1.00000079
 KV4741!UTM  18      -   1.00000370  x   0.99966141  =   0.99966511
 KV4741
 KV4741:                Primary Azimuth Mark                     Grid Az
 KV4741:SPC NJ       -  HARRISON CLARK THREAD CHIMNEY            002 34 52.0
 KV4741:SPC NY L     -  HARRISON CLARK THREAD CHIMNEY            002 54 27.4
 KV4741:UTM  18      -  HARRISON CLARK THREAD CHIMNEY            002 15 17.4
 KV4741
 KV4741|---------------------------------------------------------------------|
 KV4741| PID    Reference Object                     Distance      Geod. Az  |
 KV4741|                                                           dddmmss.s |
 KV4741| KV4139 HARRISON CLARK THREAD CHIMNEY       APPROX. 2.5 KM 0024802.4 |
 KV4741| CB5242 LAFAYETTE RM 1                       17.010 METERS 02942     |
 KV4741| KV4118 KEARNY WLWL WEST RADIO TOWER        APPROX. 5.3 KM 0545055.2 |
 KV4741| KV4116 KEARNY WLWL EAST RADIO TOWER        APPROX. 5.4 KM 0551140.4 |
 KV4741| KV4680 NEWARK AMER AGRIC CHEM CHIM         APPROX. 2.6 KM 0633128.7 |
 KV4741| KV4111 SECAUCUS TB HOSP PWRHSE SW CHY      APPROX. 7.3 KM 0634725.8 |
 KV4741| KV4348 KEARNY POINT WOR W RADIO TOWER      APPROX. 4.9 KM 0900307.2 |
 KV4741| KV4344 KEARNY POINT WOR E RADIO TOWER      APPROX. 5.0 KM 0903108.4 |
 KV4741| KV4746 NEWARK CELLULOID CO W CHIM          APPROX. 1.1 KM 0915008.6 |
 KV4741| KV4749 NEWARK CELLULOID CO E CHIM          APPROX. 1.1 KM 0920629.9 |
 KV4741| KV4759 NEWARK HENSLER BREWERY FLAG         APPROX. 1.0 KM 1145111.4 |
 KV4741| KV4290 NEWARK BAY CHAMBERL FLY CHIM        APPROX. 6.3 KM 1185650.4 |
 KV4741| CB5244 LAFAYETTE RM 3                       21.680 METERS 12050     |
 KV4741| KV4770 NEWARK MEADOW BALL BLUE CHIM        APPROX. 2.1 KM 1272645.3 |
 KV4741| KV4780 NEWARK AIRPORT AERO BEACON          APPROX. 2.7 KM 1742136.1 |
 KV4741| KV4748 ELIZABETH H V WALKER TALL TANK      APPROX. 6.7 KM 2012358.6 |
 KV4741| KV4747 ELIZABETH HITCHINGS CO TANK         APPROX. 6.8 KM 2042039.8 |
 KV4741| KV4752 ELIZABETH HITCHINGS CO CHIMNEY      APPROX. 6.8 KM 2043525.4 |
 KV4741| KV4773 NEWARK MERCHANTS REFRIG TANK        APPROX. 1.8 KM 2095414.5 |
 KV4741| KV4774 NEWARK KREBS PIGMENT CHIM           APPROX. 1.9 KM 2141202.7 |
 KV4741| KV4769 NEWARK MURPHY AND CO CHIMNEY        APPROX. 0.8 KM 2201600.5 |
 KV4741| KV4771 NEWARK SEARS ROEBUCK FLAGPOLE       APPROX. 2.7 KM 2382203.7 |
 KV4741| KV4775 NEWARK BETH ISRAEL HOSP CUPOLA      APPROX. 4.7 KM 2431335.4 |
 KV4741| KV4758 NEWARK MEDICAL TOWER                APPROX. 1.3 KM 2572446.7 |
 KV4741| CB5243 LAFAYETTE RM 2                        8.670 METERS 27957     |
 KV4741|---------------------------------------------------------------------|
 KV4741
 KV4741                          SUPERSEDED SURVEY CONTROL
 KV4741
 KV4741  NAD 83(1996)-  40 43 47.33335(N)    074 09 48.64253(W) AD(       ) 1
 KV4741  NAD 83(1986)-  40 43 47.33172(N)    074 09 48.64435(W) AD(       ) 1
 KV4741  NAD 27      -  40 43 46.96700(N)    074 09 50.12400(W) AD(       ) 1
 KV4741
 KV4741.Superseded values are not recommended for survey control.
 KV4741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4741.See file dsdata.txt to determine how the superseded data were derived.
 KV4741
 KV4741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7063709101(NAD 83)
 KV4741_MARKER: DS = TRIANGULATION STATION DISK
 KV4741_SETTING: 0 = UNSPECIFIED SETTING
 KV4741
 KV4741  HISTORY     - Date     Condition        Report By
 KV4741  HISTORY     - 1931     MONUMENTED       CGS
 KV4741  HISTORY     - 1956     GOOD             CGS
 KV4741
 KV4741                          STATION DESCRIPTION
 KV4741
 KV4741'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4741'STATION IS 1/2 MILE S OF PASSAIC RIVER WHERE IT TURNS NORTHWARD
 KV4741'AT THE LEHIGH VALLEY RAILROAD BRIDGE, ATOP THE LAFAYETTE SCHOOL
 KV4741'BUILDING ON THE N SIDE OF LAFAYETTE AVENUE BETWEEN PROSPECT AND
 KV4741'CONGRESS STREETS.  THE STATION IS LOCATED ON THE S END OF THE
 KV4741'HIGHEST RIDGE (N-S) OF THE BUILDING.
 KV4741'
 KV4741'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK
 KV4741'STAMPED LAFAYETTE-1931 CEMENTED IN A DRILL HOLE IN THE CONCRETE
 KV4741'ROOF, AND RAISED 1/2 INCH ABOVE THE PAPER ROOFING.
 KV4741'
 KV4741'THREE STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE
 KV4741'SIMILARLY SET, STAMPED NO. 1-1931 AT THE N END OF THE SAME
 KV4741'RIDGE.  ONE STAMPED NO. 2-1931 ON A FLAT TAR AND GRAVEL ROOF
 KV4741'SOME 12 FEET BELOW AND TO THE WESTWARD.  ONE STAMPED NO.3-1931
 KV4741'PLACED AS NO. 2, BUT ON A ROOF TO THE EASTWARD.  DISTANCES TO
 KV4741'REFERENCE MARK NOS. 2 AND 3 WERE OBTAINED BY INTERSECTION FROM
 KV4741'CENTER REFERENCE MARK NO. 1 AND CHECKED BY THE TAPED DISTANCE
 KV4741'BETWEEN REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3.
 KV4741'
 KV4741'ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4741'
 KV4741'NORMAL TO S EDGE OF RIDGE 1.177 METERS.
 KV4741'
 KV4741'NORMAL TO VERTICAL WALL OF VENTILATOR TO N 1.065 METERS.
 KV4741'
 KV4741'SLOPE DISTANCE TO PEAK OF PARAPET DOME TO W 9.830 METERS.
 KV4741'
 KV4741'SLOPE DISTANCE TO FLANGE EDGE OF 6-INCH VENT TO E 9.840 METERS.
 KV4741'
 KV4741'THERE IS SUFFICIENT ROOM FOR CENTRAL TRIPOD SET-UPS.  WOODEN
 KV4741'CLEATS NAILED TO THE ROOFING, ARE NECESSARY TO HOLD THE
 KV4741'LEG-POINTS ON THE SLANTING ROOF.  AN OBSERVERS PLATFORM IS NOT
 KV4741'NECESSARY.
 KV4741'
 KV4741'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 KV4741
 KV4741                          STATION RECOVERY (1956)
 KV4741
 KV4741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 KV4741'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 KV4741'CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4189 ***********************************************************************
 KV4189  DESIGNATION -  LAKE
 KV4189  PID         -  KV4189
 KV4189  STATE/COUNTY-  NJ/BERGEN
 KV4189  USGS QUAD   -  ORANGE (1981)
 KV4189
 KV4189                         *CURRENT SURVEY CONTROL
 KV4189  ___________________________________________________________________
 KV4189* NAD 83(1996)-  40 49 12.91009(N)    074 07 32.36033(W)     ADJUSTED  
 KV4189* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 KV4189  ___________________________________________________________________
 KV4189  LAPLACE CORR-           6.29  (seconds)                    DEFLEC99
 KV4189  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KV4189
 KV4189  HORZ ORDER  -  THIRD
 KV4189
 KV4189.The horizontal coordinates were established by classical geodetic methods
 KV4189.and adjusted by the National Geodetic Survey in September 1999..
 KV4189
 KV4189.The orthometric height was scaled from a topographic map.
 KV4189
 KV4189.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4189
 KV4189.The geoid height was determined by GEOID03.
 KV4189
 KV4189;                    North         East     Units Scale Factor Converg.
 KV4189;SPC NJ       -   220,655.677   181,577.814   MT  0.99991227   +0 14 40.9
 KV4189;SPC NJ       -   723,934.50    595,726.54   sFT  0.99991227   +0 14 40.9
 KV4189;SPC NY L     -    72,585.926   289,399.327   MT  0.99999504   -0 04 55.9
 KV4189;SPC NY L     -   238,142.33    949,470.96   sFT  0.99999504   -0 04 55.9
 KV4189;UTM  18      - 4,519,171.506   573,733.525   MT  0.99966691   +0 34 17.7
 KV4189
 KV4189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4189!SPC NJ       -   1.00000431  x   0.99991227  =   0.99991658
 KV4189!SPC NY L     -   1.00000431  x   0.99999504  =   0.99999935
 KV4189!UTM  18      -   1.00000431  x   0.99966691  =   0.99967121
 KV4189
 KV4189|---------------------------------------------------------------------|
 KV4189| PID    Reference Object                     Distance      Geod. Az  |
 KV4189|                                                           dddmmss.s |
 KV4189| KV4039 HOTEL                               299.689 METERS 02046     |
 KV4189| CB5245 LAKE RM 1                            15.011 METERS 04059     |
 KV4189| KV4043 FORD                                280.016 METERS 04203     |
 KV4189| CB5246 LAKE RM 2                            19.885 METERS 12542     |
 KV4189| KV4168 ROOT                                APPROX. 0.8 KM 2513618.5 |
 KV4189| KV4184 POND                                249.417 METERS 32536     |
 KV4189|---------------------------------------------------------------------|
 KV4189
 KV4189                          SUPERSEDED SURVEY CONTROL
 KV4189
 KV4189  NAD 83(1996)-  40 49 12.90985(N)    074 07 32.36063(W) AD(       ) 3
 KV4189  NAD 83(1986)-  40 49 12.90676(N)    074 07 32.36962(W) AD(       ) 3
 KV4189  NAD 27      -  40 49 12.54500(N)    074 07 33.84600(W) AD(       ) 3
 KV4189
 KV4189.Superseded values are not recommended for survey control.
 KV4189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4189.See file dsdata.txt to determine how the superseded data were derived.
 KV4189
 KV4189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7373419172(NAD 83)
 KV4189_MARKER: DS = TRIANGULATION STATION DISK
 KV4189_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4189_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4189
 KV4189  HISTORY     - Date     Condition        Report By
 KV4189  HISTORY     - 1913     MONUMENTED       CGS
 KV4189  HISTORY     - 1933     GOOD             CGS
 KV4189
 KV4189                          STATION DESCRIPTION
 KV4189
 KV4189'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4189'STATION IS ON THE E SIDE OF PASSAIC RIVER, ABOUT 60 METERS ABOVE
 KV4189'THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD BRIDGE, 40 METERS
 KV4189'FROM SHORE.  THE STATION IS ABOUT 20 METERS E AND 7 METERS S OF
 KV4189'THE SW CORNER OF RIVERSIDE AVENUE AND LAKE AVENUE OF LYNDHURST AND
 KV4189'IS MARKED BY A C. AND G.S. STANDARD BRASS DISK CEMENTED IN THE
 KV4189'TOP OF A 4-INCH TILE PIPE AND SUNK TO THE GROUND LEVEL.
 KV4189'
 KV4189'THE SUBSURFACE MARK IS A BURIED BOTTLE SET IN CONCRETE.
 KV4189'
 KV4189'TWO REFERENCE MARKS, EACH A NAIL IN CONCRETE CONTAINED IN A 4-INCH
 KV4189'TILE PIPE AND SUNK TO THE GROUND LEVEL, ARE PLACED RESPECTIVELY
 KV4189'49.25 FEET N 44 DEG E AND 65.24 FEET S 42 DEG E FROM THE
 KV4189'STATION.  THE FIRST IS ON THE N AND THE OTHER ON THE S SIDE OF
 KV4189'LAKE AVENUE.
 KV4189'
 KV4189'THE STATION IS ON THE PROPERTY OF MR. DRESLOR, A GROCER OF
 KV4189'RUTHERFORD.
 KV4189
 KV4189                          STATION RECOVERY (1933)
 KV4189
 KV4189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4189'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5302 ***********************************************************************
 KV5302  DESIGNATION -  LAKEHURST AIRPORT PWR HSE STK
 KV5302  PID         -  KV5302
 KV5302  STATE/COUNTY-  NJ/OCEAN
 KV5302  USGS QUAD   -  LAKEHURST (1971)
 KV5302
 KV5302                         *CURRENT SURVEY CONTROL
 KV5302  ___________________________________________________________________
 KV5302* NAD 83(1996)-  40 02 02.20270(N)    074 18 53.69071(W)     ADJUSTED  
 KV5302* NAVD 88     -                                                        
 KV5302  ___________________________________________________________________
 KV5302  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 KV5302  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KV5302
 KV5302  HORZ ORDER  -  THIRD
 KV5302
 KV5302.The horizontal coordinates were established by classical geodetic methods
 KV5302.and adjusted by the National Geodetic Survey in September 1999..
 KV5302
 KV5302
 KV5302.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5302
 KV5302.The geoid height was determined by GEOID03.
 KV5302
 KV5302;                    North         East     Units Scale Factor Converg.
 KV5302;SPC NJ       -   133,299.546   165,795.796   MT  0.99990307   +0 07 08.6
 KV5302;SPC NJ       -   437,333.59    543,948.37   sFT  0.99990307   +0 07 08.6
 KV5302;UTM  18      - 4,431,749.597   558,450.004   MT  0.99964206   +0 26 26.5
 KV5302
 KV5302                          SUPERSEDED SURVEY CONTROL
 KV5302
 KV5302  NAD 83(1986)-  40 02 02.19722(N)    074 18 53.68766(W) AD(       ) 4
 KV5302  NAD 27      -  40 02 01.77500(N)    074 18 55.16500(W) AD(       ) 3
 KV5302
 KV5302.Superseded values are not recommended for survey control.
 KV5302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5302.See file dsdata.txt to determine how the superseded data were derived.
 KV5302
 KV5302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5845031750(NAD 83)
 KV5302_MARKER: 63 = STACK
 KV5302
 KV5302  HISTORY     - Date     Condition        Report By
 KV5302  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5302  HISTORY     - 19940926 GOOD             USPSQD
 KV5302
 KV5302                          STATION DESCRIPTION
 KV5302
 KV5302'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5301 ***********************************************************************
 KV5301  DESIGNATION -  LAKEHURST BN ROOF DIRIG HANGAR
 KV5301  PID         -  KV5301
 KV5301  STATE/COUNTY-  NJ/OCEAN
 KV5301  USGS QUAD   -  LAKEHURST (1971)
 KV5301
 KV5301                         *CURRENT SURVEY CONTROL
 KV5301  ___________________________________________________________________
 KV5301* NAD 83(1996)-  40 01 42.45507(N)    074 18 54.17600(W)     ADJUSTED  
 KV5301* NAVD 88     -                                                        
 KV5301  ___________________________________________________________________
 KV5301  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 KV5301  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV5301
 KV5301  HORZ ORDER  -  THIRD
 KV5301
 KV5301.The horizontal coordinates were established by classical geodetic methods
 KV5301.and adjusted by the National Geodetic Survey in September 1999..
 KV5301
 KV5301
 KV5301.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5301
 KV5301.The geoid height was determined by GEOID03.
 KV5301
 KV5301;                    North         East     Units Scale Factor Converg.
 KV5301;SPC NJ       -   132,690.503   165,785.556   MT  0.99990307   +0 07 08.2
 KV5301;SPC NJ       -   435,335.43    543,914.78   sFT  0.99990307   +0 07 08.2
 KV5301;UTM  18      - 4,431,140.666   558,443.184   MT  0.99964205   +0 26 26.0
 KV5301
 KV5301                          SUPERSEDED SURVEY CONTROL
 KV5301
 KV5301  NAD 83(1986)-  40 01 42.44814(N)    074 18 54.17102(W) AD(       ) 4
 KV5301  NAD 27      -  40 01 42.02500(N)    074 18 55.63100(W) AD(       ) 3
 KV5301
 KV5301.Superseded values are not recommended for survey control.
 KV5301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5301.See file dsdata.txt to determine how the superseded data were derived.
 KV5301
 KV5301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5844331141(NAD 83)
 KV5301_MARKER: 21 = AIRPORT BEACON
 KV5301
 KV5301  HISTORY     - Date     Condition        Report By
 KV5301  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5301  HISTORY     - 1943     GOOD             CGS
 KV5301  HISTORY     - 19940926 GOOD             USPSQD
 KV5301
 KV5301                          STATION DESCRIPTION
 KV5301
 KV5301'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (TAK)
 KV5301'BEACON RECOVERED.
 KV5301
 KV5301                          STATION RECOVERY (1994)
 KV5301
 KV5301'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV5301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5300 ***********************************************************************
 KV5300  DESIGNATION -  LAKEHURST RESET
 KV5300  PID         -  KV5300
 KV5300  STATE/COUNTY-  NJ/OCEAN
 KV5300  USGS QUAD   -  LAKEHURST (1971)
 KV5300
 KV5300                         *CURRENT SURVEY CONTROL
 KV5300  ___________________________________________________________________
 KV5300* NAD 83(1996)-  40 02 00.12486(N)    074 19 02.83956(W)     ADJUSTED  
 KV5300* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 KV5300  ___________________________________________________________________
 KV5300  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 KV5300  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KV5300
 KV5300  HORZ ORDER  -  FIRST
 KV5300
 KV5300.This mark is at Lakehurst (NAWC) Airport (NEL)
 KV5300
 KV5300.The horizontal coordinates were established by classical geodetic methods
 KV5300.and adjusted by the National Geodetic Survey in September 1999..
 KV5300
 KV5300.The orthometric height was scaled from a topographic map.
 KV5300
 KV5300.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5300
 KV5300.The geoid height was determined by GEOID03.
 KV5300
 KV5300;                    North         East     Units Scale Factor Converg.
 KV5300;SPC NJ       -   133,235.017   165,579.041   MT  0.99990299   +0 07 02.7
 KV5300;SPC NJ       -   437,121.88    543,237.24   sFT  0.99990299   +0 07 02.7
 KV5300;UTM  18      - 4,431,683.870   558,233.671   MT  0.99964175   +0 26 20.6
 KV5300
 KV5300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5300!SPC NJ       -   1.00000096  x   0.99990299  =   0.99990394
 KV5300!UTM  18      -   1.00000096  x   0.99964175  =   0.99964270
 KV5300
 KV5300|---------------------------------------------------------------------|
 KV5300| PID    Reference Object                     Distance      Geod. Az  |
 KV5300|                                                           dddmmss.s |
 KV5300| CB5252 LAKEHURST RM 5                       24.572 METERS 00252     |
 KV5300| KV5302 LAKEHURST AIRPORT PWR HSE STK       226.178 METERS 07332     |
 KV5300| CS4376 LAKEHURST RM 6                       20.858 METERS 08729     |
 KV5300| JU2587 LAVALLETTE STANDPIPE                APPROX.22.2 KM 1084630.3 |
 KV5300| CB5247 LAKEHURST AZ MK                                    1103342.0 |
 KV5300| JU2600 SEASIDE HEIGHTS STANDPIPE           APPROX.22.8 KM 1155252.0 |
 KV5300| JU2658 ISLAND HEIGHTS STANDPIPE            APPROX.17.7 KM 1242740.6 |
 KV5300| JU2661 TOMS RIVER STANDPIPE                APPROX.13.7 KM 1300804.6 |
 KV5300| CB5248 LAKEHURST RM 1                       38.039 METERS 15350     |
 KV5300| KV5301 LAKEHURST BN ROOF DIRIG HANGAR      APPROX. 0.6 KM 1592050.7 |
 KV5300| CB5249 LAKEHURST RM 2 AZIMUTH                             1731717.6 |
 KV5300| CB5251 LAKEHURST RM 4                       26.289 METERS 17610     |
 KV5300| KV5304 SMALL TK ON W END LARGE HANGAR      448.311 METERS 1780354.5 |
 KV5300| CB5250 LAKEHURST RM 3                       28.264 METERS 28809     |
 KV5300| KV5303 LAKEHURST USN AIR STA HIGH TK        25.237 METERS 30234     |
 KV5300|---------------------------------------------------------------------|
 KV5300
 KV5300                          SUPERSEDED SURVEY CONTROL
 KV5300
 KV5300  NAD 83(1986)-  40 02 00.11963(N)    074 19 02.83537(W) AD(       ) 1
 KV5300  NAD 27      -  40 01 59.69900(N)    074 19 04.30500(W) AD(       ) 1
 KV5300
 KV5300.Superseded values are not recommended for survey control.
 KV5300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5300.See file dsdata.txt to determine how the superseded data were derived.
 KV5300
 KV5300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5823431684(NAD 83)
 KV5300_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV5300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV5300_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5300+STABILITY: SURFACE MOTION
 KV5300
 KV5300  HISTORY     - Date     Condition        Report By
 KV5300  HISTORY     - 1983     MONUMENTED       NGS
 KV5300  HISTORY     - 19940926 GOOD             USPSQD
 KV5300
 KV5300                          STATION DESCRIPTION
 KV5300
 KV5300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 KV5300'THE STATION WAS RECOVERED AT THIS DATE.
 KV5300'THE STATION SUBSURFACE MARK, REFERENCE MARK 4 AND THE 1944 AZIMUTH
 KV5300'MARK WERE RECOVERED.  THE SUBSURFACE MARK WAS LOWERED AND A NEW
 KV5300'SURFACE MARK ESTABLIHED AS WAS REFERENCE MARK 6.  THE AZIMUTH MARK
 KV5300'IS NOT VISIBLE FROM THE STATION AT THIS TIME.  A SHORTER DISTANCE TO
 KV5300'REFERENCE MARK 4 OF 0.025 METER MAY BE CAUSED
 KV5300'BY A SLOPE MEASUREMENT IN THE PAST.
 KV5300'
 KV5300'THE STATION IS LOCATED ABOUT 45 KM (28 MI) SOUTHEAST OF TRENTON,
 KV5300'12.75 KM (8.0 MI) SOUTHWEST OF LAKEWOOD AND
 KV5300'1.5 KM (1 MI) NORTH OF LAKEHURST ON A LOW HILL WHICH IS ALSO
 KV5300'OCCUPIED BY A WATER TANK.
 KV5300'OWNERSHIP--U.S. NAVY
 KV5300'
 KV5300'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 70 AND 547 AT
 KV5300'LAKEHURST, GO NORTH ON ROUTE 547 FOR 1.35 KM (0.85 MI) TO THE GATE
 KV5300'AT THE ENTRANCE TO THE NAVAL AIR STATION.  TURN LEFT AND GO WEST ON
 KV5300'LANDSDOWNE ROAD FOR 0.9 KM (0.55 MI) TO A CROSSROADS.  TURN RIGHT
 KV5300'AND GO NORTH ON HANCOCK ROAD FOR 0.25 KM (0.15 MI) TO A CROSSROADS.
 KV5300'TURN LEFT A GO WEST ON LAWRENCE ROAD FOR 0.15 KM (0.1 MI) TO THE
 KV5300'STATION ON THE RIGHT.
 KV5300'
 KV5300'THE STATION IS A STANDARD NGS DISK
 KV5300'STAMPED---LAKEHURST 1932 1983---,
 KV5300'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5300'25 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 KV5300'19.2 METERS (63.0 FT) NORTH FROM THE CENTER OF LAWRENCE ROAD,
 KV5300'15.2 METERS (50.0 FT) WEST FROM THE CENTER WATER TANK SUPPORT,
 KV5300'13.9 METERS (45.6 FT) NORTH FROM A FIRE HYDRANT,
 KV5300'3.8 METERS (12.6 FT) SOUTHWEST FROM A 12 INCH DOUBLE CHERRY TREE AND
 KV5300'0.6 METERS (2.0 FT) SOUTH FROM A WITNESS POST.
 KV5300'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 KV5300'STAMPED---LAKEHURST 1932 1983---,
 KV5300'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 KV5300'
 KV5300'REFERENCE MARK NO. 4 IS A STANDARD CGS DISK
 KV5300'STAMPED---LAKEHURST 1944 NO 4---,
 KV5300'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV5300'30 CM ON SIDE PROJECTING 5 CM ABOVE GROUND.  LOCATED
 KV5300'28.8 METERS (44.5 FT) SOUTH-SOUTHWEST FROM THE CENTER WATER TANK
 KV5300'SUPPORT,
 KV5300'26.9 METERS (88.2 FT) SOUTH FROM A WITNESS POST,
 KV5300'12.4 METERS (40.8 FT) SOUTHEAST FROM A FIRE HYDRANT AND
 KV5300'5.8 METERS (19.1 FT) SOUTHWEST FROM THE CENTER OF THE ROAD.
 KV5300'MARK IS 0.6 METERS BELOW THE STATION.
 KV5300'
 KV5300'REFERENCE MARK NO. 6 IS A STANDARD NGS DISK
 KV5300'STAMPED---LAKEHURST 1932 NO 6 1983---,
 KV5300'CEMENTED IN A DRILL HOLE OF THE CONCRETE FOOTING FOR THE EAST LEG
 KV5300'OF THE WATER TANK AND
 KV5300'PROJECTING 30 CM ABOVE GROUND.  LOCATED
 KV5300'26.4 METERS (86.5 FT) NORTH FROM THE CENTER OF THE ROAD,
 KV5300'20.6 METERS (67.7 FT) EAST FROM A WITNESS POST,
 KV5300'7.9 METERS (25.9 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 KV5300'CEMENT PUMP BUILDING AND
 KV5300'0.3 METERS (1.0 FT) NORTH FROM THE STEEL LEG OF THE WATER TANK.
 KV5300'MARK IS LEVEL WITH THE STATION.
 KV5300'
 KV5300'AZIMUTH MARK NO. 2 IS A STANDARD CGS DISK
 KV5300'STAMPED---LAKEHURST 1944---,
 KV5300'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV5300'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 KV5300'8.5 METERS (28.0 FT) WEST OF THE CENTER OF ROUTE 547,
 KV5300'8.1 METERS (26.5 FT) SOUTHEAST FROM THE AIR STATION GATE 11,
 KV5300'5.6 METERS (18.5 FT) EAST FROM A FENCE LINE AND
 KV5300'5.5 METERS (18.1 FT) EAST FROM A WITNESS POST.
 KV5300'
 KV5300'TO REACH THE AZIMUTH FROM THE STATION,
 KV5300'GO NORTH FOR 0.5 KM (0.3 MI) ON ROUTE 547 TO THE MARK ON THE LEFT.
 KV5300'
 KV5300'DESCRIBED BY RALPH G POUST.
 KV5300
 KV5300                          STATION RECOVERY (1994)
 KV5300
 KV5300'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV5300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3078 ***********************************************************************
 JU3078  DESIGNATION -  LAKELAND CAMDEN CO INST STACK
 JU3078  PID         -  JU3078
 JU3078  STATE/COUNTY-  NJ/CAMDEN
 JU3078  USGS QUAD   -  RUNNEMEDE (1994)
 JU3078
 JU3078                         *CURRENT SURVEY CONTROL
 JU3078  ___________________________________________________________________
 JU3078* NAD 83(1996)-  39 47 12.62685(N)    075 04 13.73157(W)     ADJUSTED  
 JU3078* NAVD 88     -                                                        
 JU3078  ___________________________________________________________________
 JU3078  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 JU3078  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU3078
 JU3078  HORZ ORDER  -  THIRD
 JU3078
 JU3078.The horizontal coordinates were established by classical geodetic methods
 JU3078.and adjusted by the National Geodetic Survey in September 1999..
 JU3078
 JU3078
 JU3078.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3078
 JU3078.The geoid height was determined by GEOID03.
 JU3078
 JU3078;                    North         East     Units Scale Factor Converg.
 JU3078;SPC NJ       -   106,004.826   101,138.028   MT  0.99992938   -0 21 54.3
 JU3078;SPC NJ       -   347,784.17    331,817.01   sFT  0.99992938   -0 21 54.3
 JU3078;SPC PA S     -    53,837.236   829,495.136   MT  1.00002614   +1 44 18.4
 JU3078;SPC PA S     -   176,631.00  2,721,435.29   sFT  1.00002614   +1 44 18.4
 JU3078;UTM  18      - 4,404,101.443   493,965.098   MT  0.99960045   -0 02 42.4
 JU3078
 JU3078                          SUPERSEDED SURVEY CONTROL
 JU3078
 JU3078  NAD 83(1991)-  39 47 12.62434(N)    075 04 13.73295(W) AD(       ) 4
 JU3078  NAD 83(1986)-  39 47 12.61897(N)    075 04 13.73438(W) AD(       ) 4
 JU3078  NAD 27      -  39 47 12.22100(N)    075 04 15.10200(W) AD(       ) 3
 JU3078
 JU3078.Superseded values are not recommended for survey control.
 JU3078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3078.See file dsdata.txt to determine how the superseded data were derived.
 JU3078
 JU3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9396504101(NAD 83)
 JU3078_MARKER: 63 = STACK
 JU3078
 JU3078  HISTORY     - Date     Condition        Report By
 JU3078  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3078  HISTORY     - 1946     GOOD             CGS
 JU3078
 JU3078                          STATION DESCRIPTION
 JU3078
 JU3078'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3078'THIS STATION IS THE CENTER OF THE LARGER AND MORE NORTHERLY OF
 JU3078'TWO RED BRICK STACKS AT THE CENTRAL POWER PLANT AT THE CAMDEN
 JU3078'COUNTY INSTITUTIONS, LAKELAND.  THE STACK IS ON THE N BANK
 JU3078'OF THE STREAM WHICH RUNS BETWEEN IT AND THE POWER PLANT.  A
 JU3078'SMALLER STACK IS AT THE POWER PLANT ON THE S SIDE OF THE
 JU3078'STREAM.  THE LETTERS LAKELAND ARE INLAID WITH WHITE TILE BRICK
 JU3078'ON THE E AND W SIDES.  THE STACK IS ABOUT 125 FEET HIGH.
 JU3078
 JU3078                          STATION RECOVERY (1946)
 JU3078
 JU3078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3078'STATION RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7001 ***********************************************************************
 KV7001  DESIGNATION -  LAKEWOOD
 KV7001  PID         -  KV7001
 KV7001  STATE/COUNTY-  NJ/OCEAN
 KV7001  USGS QUAD   -  LAKEWOOD (1989)
 KV7001
 KV7001                         *CURRENT SURVEY CONTROL
 KV7001  ___________________________________________________________________
 KV7001* NAD 83(1996)-  40 06 06.45439(N)    074 08 20.17712(W)     ADJUSTED  
 KV7001* NAVD 88     -        15.2    (meters)      50.     (feet)  GPS OBS   
 KV7001  ___________________________________________________________________
 KV7001  X           -   1,335,212.758 (meters)                     COMP
 KV7001  Y           -  -4,699,419.841 (meters)                     COMP
 KV7001  Z           -   4,086,626.020 (meters)                     COMP
 KV7001  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 KV7001  ELLIP HEIGHT-         -17.72  (meters)          (10/23/02) GPS OBS
 KV7001  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV7001
 KV7001  HORZ ORDER  -  FIRST
 KV7001  ELLP ORDER  -  FOURTH    CLASS I
 KV7001
 KV7001.The horizontal coordinates were established by GPS observations
 KV7001.and adjusted by the National Geodetic Survey in May 1999..
 KV7001
 KV7001.The orthometric height was determined by GPS observations and a
 KV7001.high-resolution geoid model.
 KV7001
 KV7001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7001
 KV7001.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7001
 KV7001.The ellipsoidal height was determined by GPS observations
 KV7001.and is referenced to NAD 83.
 KV7001
 KV7001.The geoid height was determined by GEOID03.
 KV7001
 KV7001;                    North         East     Units Scale Factor Converg.
 KV7001;SPC NJ       -   140,878.393   180,783.594   MT  0.99991166   +0 13 57.3
 KV7001;SPC NJ       -   462,198.53    593,120.84   sFT  0.99991166   +0 13 57.3
 KV7001;UTM  18      - 4,439,410.579   573,391.206   MT  0.99966631   +0 33 16.8
 KV7001
 KV7001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7001!SPC NJ       -   1.00000278  x   0.99991166  =   0.99991444
 KV7001!UTM  18      -   1.00000278  x   0.99966631  =   0.99966909
 KV7001
 KV7001                          SUPERSEDED SURVEY CONTROL
 KV7001
 KV7001  ELLIP H (05/14/99)  -17.74   (m)                       GP(       ) 4 1
 KV7001  NAD 83(1992)-  40 06 06.45349(N)    074 08 20.18020(W) AD(       ) 1
 KV7001  ELLIP H (04/25/94)  -17.63   (m)                       GP(       ) 3 1
 KV7001
 KV7001.Superseded values are not recommended for survey control.
 KV7001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7001.See file dsdata.txt to determine how the superseded data were derived.
 KV7001
 KV7001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7339139411(NAD 83)
 KV7001_MARKER: DD = SURVEY DISK
 KV7001_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV7001+WITH SETTING: PAVEMENT
 KV7001_SP_SET: CONCRETE APPROACH SLAB AT TOLL
 KV7001_STAMPING: LAKEWOOD 1991
 KV7001_MARK LOGO: NJHA  
 KV7001_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7001+STABILITY: SURFACE MOTION
 KV7001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7001+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1993
 KV7001
 KV7001  HISTORY     - Date     Condition        Report By
 KV7001  HISTORY     - 1991     MONUMENTED       NJHA
 KV7001  HISTORY     - 19930513 GOOD
 KV7001  HISTORY     - 19931124 GOOD             NJGS
 KV7001
 KV7001                          STATION DESCRIPTION
 KV7001
 KV7001'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 KV7001'THE STATION IS LOCATED IN BRICK TOWNSHIP TO THE EAST OF THE GARDEN
 KV7001'STATE PARKWAY NORTHBOUND LANES AT ABOUT MILEPOINT 92.98 AND AT THE
 KV7001'LAKEWOOD NORTH TOLL PLAZA.  THE STATION CAN BE REACHED BY ENTERING
 KV7001'THE GARDEN STATE PARKWAY FROM BURNT TAVERN ROAD AT INTERCHANGE 91, GO
 KV7001'NORTH FROM BURNT TAVERN ROAD 0.3 MI (0.5 KM) TO THE TOLL GATES, KEEP
 KV7001'TO THE LEFT, THROUGH THE TOLLS TO THE STATION ON THE LEFT, SET FLUSH
 KV7001'ON THE NORTH END OF THE CONCRETE APPROACH SLAB JUST PAST THE TOLL
 KV7001'BOOTHS. THE STATION IS 54.3 FT (16.6 M) NORTHEAST FROM THE CENTER
 KV7001'LINE OF THE TOLL BOOTHS, 4.1 FT (1.2 M) SOUTHEAST FROM, AND NORMAL
 KV7001'TO, THE FACE OF GUIDE RAIL AT THE WEST SIDE OF THE TOLL PLAZA AND
 KV7001'12.9 FT (3.9 M) EAST NORTHEAST FROM A WOOD POLE NUMBER 5484, WITH
 KV7001'LAMP.
 KV7001
 KV7001                          STATION RECOVERY (1993)
 KV7001
 KV7001'RECOVERED 1993
 KV7001'RECOVERED IN GOOD CONDITION.
 KV7001
 KV7001                          STATION RECOVERY (1993)
 KV7001
 KV7001'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (FAC)
 KV7001'THE STATION IS LOCATED IN BRICK TOWNSHIP TO THE EAST OF THE GARDEN
 KV7001'STATE PARKWAY NORTHBOUND LANES AT ABOUT MILEPOINT 92.98 AND AT THE
 KV7001'LAKEWOOD NORTH TOLL PLAZA.  THE STATION CAN BE REACHED BY ENTERING THE
 KV7001'GARDEN STATE PARKWAY FROM BURNT TAVERN ROAD AT INTERCHANGE 91, GO
 KV7001'NORTH FROM BURNT TAVERN ROAD 0.3 MI (0.5 KM) TO THE TOLL GATES, KEEP
 KV7001'TO THE LEFT, THROUGH THE TOLLS TO THE STATION ON THE LEFT, SET FLUSH
 KV7001'ON THE NORTH END OF THE CONCRETE APPROACH SLAB JUST PAST THE TOLL
 KV7001'BOOTHS. THE STATION IS 54.3 FT (16.6 M) NE FROM THE CENTER LINE OF THE
 KV7001'TOLL BOOTHS, 4.1 FT (1.2 M) SE FROM, AND NORMAL TO, THE FACE OF GUIDE
 KV7001'RAIL AT THE WEST SIDE OF THE TOLL PLAZA AND 12.9 FT (3.9 M) ENE FROM A
 KV7001'WOOD POLE NUMBER 5484, WITH LAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1301 ***********************************************************************
 HU1301  DESIGNATION -  LANDING
 HU1301  PID         -  HU1301
 HU1301  STATE/COUNTY-  NJ/CAPE MAY
 HU1301  USGS QUAD   -  CAPE MAY (1972)
 HU1301
 HU1301                         *CURRENT SURVEY CONTROL
 HU1301  ___________________________________________________________________
 HU1301* NAD 83(1996)-  38 56 55.38558(N)    074 54 26.20760(W)     ADJUSTED  
 HU1301* NAVD 88     -                                                        
 HU1301  ___________________________________________________________________
 HU1301  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 HU1301  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 HU1301
 HU1301  HORZ ORDER  -  THIRD
 HU1301
 HU1301.The horizontal coordinates were established by classical geodetic methods
 HU1301.and adjusted by the National Geodetic Survey in September 1999..
 HU1301
 HU1301
 HU1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1301
 HU1301.The geoid height was determined by GEOID03.
 HU1301
 HU1301;                    North         East     Units Scale Factor Converg.
 HU1301;SPC NJ       -    12,886.864   114,696.822   MT  0.99991534   -0 15 21.7
 HU1301;SPC NJ       -    42,279.65    376,301.16   sFT  0.99991534   -0 15 21.7
 HU1301;UTM  18      - 4,311,089.900   508,034.590   MT  0.99960079   +0 03 29.8
 HU1301
 HU1301                          SUPERSEDED SURVEY CONTROL
 HU1301
 HU1301  NAD 83(1991)-  38 56 55.37018(N)    074 54 26.21534(W) AD(       ) 4
 HU1301  NAD 83(1986)-  38 56 55.36339(N)    074 54 26.21741(W) AD(       ) 4
 HU1301  NAD 27      -  38 56 54.96300(N)    074 54 27.59100(W) AD(       ) 3
 HU1301
 HU1301.Superseded values are not recommended for survey control.
 HU1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1301.See file dsdata.txt to determine how the superseded data were derived.
 HU1301
 HU1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0803511090(NAD 83)
 HU1301_MARKER: 62 = FLAGPOLE
 HU1301
 HU1301  HISTORY     - Date     Condition        Report By
 HU1301  HISTORY     - 1928     FIRST OBSERVED   CGS
 HU1301  HISTORY     - 1937     GOOD             CGS
 HU1301  HISTORY     - 19991002 MARK NOT FOUND   USPSQD
 HU1301
 HU1301                          STATION DESCRIPTION
 HU1301
 HU1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (RLS)
 HU1301'STATION IS THE FLAGPOLE ON THE BOWER OF SMITHS BOATHOUSE ON THE
 HU1301'SE SIDE OF SCHELLENGERS LANDING.  IT IS AN INTERSECTION STATION
 HU1301'AND IS NOT MARKED.
 HU1301'
 HU1301'STATION PREVIOUSLY IDENTIFIED AS LANDING.
 HU1301
 HU1301                          STATION RECOVERY (1937)
 HU1301
 HU1301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 HU1301'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HU1301
 HU1301                          STATION RECOVERY (1999)
 HU1301
 HU1301'RECOVERY NOTE BY US POWER SQUADRON 1999
 HU1301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4368 ***********************************************************************
 JU4368  DESIGNATION -  LANDIS
 JU4368  PID         -  JU4368
 JU4368  STATE/COUNTY-  NJ/ATLANTIC
 JU4368  USGS QUAD   -  DOROTHY (1994)
 JU4368
 JU4368                         *CURRENT SURVEY CONTROL
 JU4368  ___________________________________________________________________
 JU4368* NAD 83(1996)-  39 28 22.09760(N)    074 51 28.90707(W)     ADJUSTED  
 JU4368* NAVD 88     -        24.8    (meters)      81.     (feet)  GPS OBS   
 JU4368  ___________________________________________________________________
 JU4368  X           -   1,287,804.575 (meters)                     COMP
 JU4368  Y           -  -4,758,952.816 (meters)                     COMP
 JU4368  Z           -   4,032,967.546 (meters)                     COMP
 JU4368  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 JU4368  ELLIP HEIGHT-          -9.01  (meters)          (10/23/02) GPS OBS
 JU4368  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JU4368
 JU4368  HORZ ORDER  -  FIRST
 JU4368  ELLP ORDER  -  FOURTH    CLASS I
 JU4368
 JU4368.The horizontal coordinates were established by GPS observations
 JU4368.and adjusted by the National Geodetic Survey in May 1999..
 JU4368
 JU4368.The orthometric height was determined by GPS observations and a
 JU4368.high-resolution geoid model.
 JU4368
 JU4368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4368
 JU4368.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4368
 JU4368.The ellipsoidal height was determined by GPS observations
 JU4368.and is referenced to NAD 83.
 JU4368
 JU4368.The geoid height was determined by GEOID03.
 JU4368
 JU4368;                    North         East     Units Scale Factor Converg.
 JU4368;SPC NJ       -    71,047.198   119,195.682   MT  0.99991168   -0 13 39.4
 JU4368;SPC NJ       -   233,094.02    391,061.17   sFT  0.99991168   -0 13 39.4
 JU4368;UTM  18      - 4,369,256.002   512,211.221   MT  0.99960184   +0 05 24.9
 JU4368
 JU4368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4368!SPC NJ       -   1.00000141  x   0.99991168  =   0.99991309
 JU4368!UTM  18      -   1.00000141  x   0.99960184  =   0.99960325
 JU4368
 JU4368                          SUPERSEDED SURVEY CONTROL
 JU4368
 JU4368  ELLIP H (05/14/99)   -9.00   (m)                       GP(       ) 4 1
 JU4368  NAD 83(1992)-  39 28 22.08802(N)    074 51 28.90588(W) AD(       ) 1
 JU4368
 JU4368.Superseded values are not recommended for survey control.
 JU4368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4368.See file dsdata.txt to determine how the superseded data were derived.
 JU4368
 JU4368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1221169256(NAD 83)
 JU4368_MARKER: DD = SURVEY DISK
 JU4368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4368_SP_SET: CONCRETE POST
 JU4368_STAMPING: LANDIS 1993
 JU4368_MARK LOGO: HAMTWP
 JU4368_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 JU4368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4368+STABILITY: SURFACE MOTION
 JU4368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4368+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JU4368
 JU4368  HISTORY     - Date     Condition        Report By
 JU4368  HISTORY     - 1993     MONUMENTED       HAMTWP
 JU4368
 JU4368                          STATION DESCRIPTION
 JU4368
 JU4368'DESCRIBED BY HAMILTON TOWNSHIP NEW JERSEY 1993
 JU4368'IN HAMILTON TOWNSHIP.  TO REACH FROM THE SOUTH JUNCTION OF STATE ROUTE
 JU4368'50 AND U.S. ROUTE 40 IN MAYS LANDING, GO WEST ON ROUTE 40 FOR 7.7 KM
 JU4368'(4.8 MI) TO LANDIS AVENUE, GO WEST ON LANDIS AVENUE FOR 3.4 KM
 JU4368'(2.1 MI) TO A POWERLINE CROSSING THE ROAD AND THE STATION ON THE
 JU4368'RIGHT.  THE STATION IS SET 16 CM BELOW THE GROUND ON THE NORTH SIDE
 JU4368'OF LANDIS AVENUE, 14.4 M (47.2 FT) NORTH OF THE NORTH EDGE OF
 JU4368'PAVEMENT, 20.7 M (67.9 FT) EAST OF THE CENTERLINE OF AN UNPAVED ROAD,
 JU4368'5.0 M (16.4 FT) SOUTHWEST OF THE CENTERLINE OF THE POWERLINE, 29.4 M
 JU4368'(96.5 FT) NORTHEAST OF A 55 CM DIAMETER WHITE OAK, AND 26.1 M
 JU4368'(85.6 FT) SOUTH OF A 28 CM DIAMETER PINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3004 ***********************************************************************
 JU3004  DESIGNATION -  LANDISVILLE WATER TANK SILVER
 JU3004  PID         -  JU3004
 JU3004  STATE/COUNTY-  NJ/ATLANTIC
 JU3004  USGS QUAD   -  BUENA (1970)
 JU3004
 JU3004                         *CURRENT SURVEY CONTROL
 JU3004  ___________________________________________________________________
 JU3004* NAD 83(1996)-  39 31 47.15061(N)    074 55 52.86144(W)     ADJUSTED  
 JU3004* NAVD 88     -                                                        
 JU3004  ___________________________________________________________________
 JU3004  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 JU3004  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JU3004
 JU3004  HORZ ORDER  -  THIRD
 JU3004
 JU3004.The horizontal coordinates were established by classical geodetic methods
 JU3004.and adjusted by the National Geodetic Survey in September 1999..
 JU3004
 JU3004
 JU3004.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3004
 JU3004.The geoid height was determined by GEOID03.
 JU3004
 JU3004;                    North         East     Units Scale Factor Converg.
 JU3004;SPC NJ       -    77,398.122   112,917.548   MT  0.99991692   -0 16 28.4
 JU3004;SPC NJ       -   253,930.34    370,463.66   sFT  0.99991692   -0 16 28.4
 JU3004;UTM  18      - 4,375,570.000   505,899.907   MT  0.99960043   +0 02 37.3
 JU3004
 JU3004                          SUPERSEDED SURVEY CONTROL
 JU3004
 JU3004  NAD 83(1991)-  39 31 47.13774(N)    074 55 52.85627(W) AD(       ) 4
 JU3004  NAD 83(1986)-  39 31 47.13248(N)    074 55 52.85718(W) AD(       ) 4
 JU3004  NAD 27      -  39 31 46.71400(N)    074 55 54.24500(W) AD(       ) 3
 JU3004
 JU3004.Superseded values are not recommended for survey control.
 JU3004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3004.See file dsdata.txt to determine how the superseded data were derived.
 JU3004
 JU3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0590075570(NAD 83)
 JU3004_MARKER: 53 = ELEVATED TANK
 JU3004
 JU3004  HISTORY     - Date     Condition        Report By
 JU3004  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU3004  HISTORY     - 1958     GOOD             CGS
 JU3004
 JU3004                          STATION DESCRIPTION
 JU3004
 JU3004'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (LFV)
 JU3004'INTERSECTION STATION RECOVERED WAS SILVER WATER TANK AT THE
 JU3004'PREMIER FOOD CO. PLANT LOCATED AT THE NORTHEAST EDGE OF
 JU3004'LANDISVILLE.  TANK IS ABOUT 125 FEET HIGH, ENTIRE STRUCTURE
 JU3004'PAINTED SILVER AND HAS PREMIER IN BLACK LETTERS PAINTED ON THE
 JU3004'SOUTHERLY SIDE OF TANK.  TANK WAS ERECTED IN ABOUT 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5637 ***********************************************************************
 KV5637  DESIGNATION -  LANDRETH CL LOWER USE 1935
 KV5637  PID         -  KV5637
 KV5637  STATE/COUNTY-  NJ/BURLINGTON
 KV5637  USGS QUAD   -  BRISTOL (1981)
 KV5637
 KV5637                         *CURRENT SURVEY CONTROL
 KV5637  ___________________________________________________________________
 KV5637* NAD 83(1996)-  40 05 50.46297(N)    074 50 20.51738(W)     ADJUSTED  
 KV5637* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5637  ___________________________________________________________________
 KV5637  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 KV5637  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV5637
 KV5637  HORZ ORDER  -  THIRD
 KV5637
 KV5637.The horizontal coordinates were established by classical geodetic methods
 KV5637.and adjusted by the National Geodetic Survey in September 1999..
 KV5637
 KV5637.The orthometric height was scaled from a topographic map.
 KV5637
 KV5637.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5637
 KV5637.The geoid height was determined by GEOID03.
 KV5637
 KV5637;                    North         East     Units Scale Factor Converg.
 KV5637;SPC NJ       -   140,377.818   121,092.716   MT  0.99991028   -0 13 06.1
 KV5637;SPC NJ       -   460,556.22    397,285.02   sFT  0.99991028   -0 13 06.1
 KV5637;SPC PA S     -    88,922.959   848,175.061   MT  0.99997841   +1 53 19.0
 KV5637;SPC PA S     -   291,741.41  2,782,721.01   sFT  0.99997841   +1 53 19.0
 KV5637;UTM  18      - 4,438,574.713   513,720.599   MT  0.99960232   +0 06 13.2
 KV5637
 KV5637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5637!SPC NJ       -   1.00000505  x   0.99991028  =   0.99991533
 KV5637!SPC PA S     -   1.00000505  x   0.99997841  =   0.99998346
 KV5637!UTM  18      -   1.00000505  x   0.99960232  =   0.99960737
 KV5637
 KV5637                          SUPERSEDED SURVEY CONTROL
 KV5637
 KV5637  NAD 83(1986)-  40 05 50.46310(N)    074 50 20.51766(W) AD(       ) 3
 KV5637  NAD 27      -  40 05 50.06500(N)    074 50 21.92400(W) AD(       ) 3
 KV5637
 KV5637.Superseded values are not recommended for survey control.
 KV5637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5637.See file dsdata.txt to determine how the superseded data were derived.
 KV5637
 KV5637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1372138575(NAD 83)
 KV5637_MARKER: Z = SEE DESCRIPTION
 KV5637_SETTING: 0 = UNSPECIFIED SETTING
 KV5637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5637
 KV5637  HISTORY     - Date     Condition        Report By
 KV5637  HISTORY     - 1935     MONUMENTED       USE
 KV5637  HISTORY     - 1947     SEE DESCRIPTION  CGS
 KV5637  HISTORY     - 19940617 GOOD             USPSQD
 KV5637
 KV5637                          STATION DESCRIPTION
 KV5637
 KV5637'DESCRIBED BY US ENGINEERS 1935 (EBR)
 KV5637'AT THE NW (UPPER) END OF BURLINGTON ISLAND, ABOUT 4000 FEET
 KV5637'NE OF MUNICIPAL PIER ON NW SIDE OF ISLAND, 100.3 FEET SW OF W
 KV5637'CORNER OF BASE OF LANDRETH RANGE FRONT LIGHT, 165.8 FEET NE OF NE
 KV5637'CORNER OF BASE OF OLD BURLINGTON LIGHT, NOW DEMOLISHED, 200 FEET
 KV5637'SE OF HIGH WATER LINE, ON RANGE WITH A LARGE BLACK CHIMNEY AND
 KV5637'A SMALL CHIMNEY OF THE FIRST HOUSE BELOW ANCHOR YACHT CLUB,
 KV5637'BRISTOL, PENNSYLVANIA.  A STANDARD USE 8-INCH GALVANIZED
 KV5637'TOP MONUMENT.
 KV5637'
 KV5637'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV5637
 KV5637                          STATION RECOVERY (1947)
 KV5637
 KV5637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5637'STATION RECOVERED.  GALVANIZED TOP PLATE WAS FOUND CRACKED AND
 KV5637'LOOSE ON TOP OF MONUMENT.  THE 1935 DESCRIPTION IS ADEQUATE WITH
 KV5637'THE FOLLOWING CHANGES--
 KV5637'
 KV5637'1.  ADD OLD BEFORE LANDRETH RANGE FRONT LIGHT AND NOW DEMOLISHED
 KV5637'AFTER LANDRETH RANGE FRONT LIGHT.
 KV5637'
 KV5637'2.  ADD BOTH OLD LIGHT BASES ARE LOCATED BETWEEN THE TWO RANGE
 KV5637'LIGHTS NOW IN USE.
 KV5637
 KV5637                          STATION RECOVERY (1994)
 KV5637
 KV5637'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV5637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2654 ***********************************************************************
 JU2654  DESIGNATION -  LANO
 JU2654  PID         -  JU2654
 JU2654  STATE/COUNTY-  NJ/OCEAN
 JU2654  USGS QUAD   -  FORKED RIVER (1989)
 JU2654
 JU2654                         *CURRENT SURVEY CONTROL
 JU2654  ___________________________________________________________________
 JU2654* NAD 83(1996)-  39 52 16.61955(N)    074 08 32.06769(W)     ADJUSTED  
 JU2654* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2654  ___________________________________________________________________
 JU2654  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 JU2654  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JU2654
 JU2654  HORZ ORDER  -  THIRD
 JU2654
 JU2654.The horizontal coordinates were established by classical geodetic methods
 JU2654.and adjusted by the National Geodetic Survey in September 1999..
 JU2654
 JU2654.The orthometric height was scaled from a topographic map.
 JU2654
 JU2654.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2654
 JU2654.The geoid height was determined by GEOID03.
 JU2654
 JU2654;                    North         East     Units Scale Factor Converg.
 JU2654;SPC NJ       -   115,285.228   180,604.679   MT  0.99991153   +0 13 45.7
 JU2654;SPC NJ       -   378,231.62    592,533.85   sFT  0.99991153   +0 13 45.7
 JU2654;UTM  18      - 4,413,823.093   573,355.834   MT  0.99966625   +0 32 59.7
 JU2654
 JU2654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2654!SPC NJ       -   1.00000510  x   0.99991153  =   0.99991662
 JU2654!UTM  18      -   1.00000510  x   0.99966625  =   0.99967134
 JU2654
 JU2654:                Primary Azimuth Mark                     Grid Az
 JU2654:SPC NJ       -  LONE BUILDING CUPOLA                     060 24 12.5
 JU2654:UTM  18      -  LONE BUILDING CUPOLA                     060 04 58.5
 JU2654
 JU2654|---------------------------------------------------------------------|
 JU2654| PID    Reference Object                     Distance      Geod. Az  |
 JU2654|                                                           dddmmss.s |
 JU2654| JU2616 LONE BUILDING CUPOLA                APPROX. 5.6 KM 0603758.2 |
 JU2654| JU2617 ISLAND BEACH CG LOOKOUT SPIRE       APPROX. 5.8 KM 0621815.4 |
 JU2654| JU2620 CEDAR CREEK CG STATION              APPROX. 5.2 KM 1142116.9 |
 JU2654| JU2621 CEDAR CREEK CG FLAGTOWER            APPROX. 5.1 KM 1142908.1 |
 JU2654| CB2155 LANO RM 1                            18.073 METERS 20338     |
 JU2654| CB2156 LANO RM 2                            17.600 METERS 28655     |
 JU2654|---------------------------------------------------------------------|
 JU2654
 JU2654                          SUPERSEDED SURVEY CONTROL
 JU2654
 JU2654  NAD 83(1986)-  39 52 16.61282(N)    074 08 32.06249(W) AD(       ) 3
 JU2654  NAD 27      -  39 52 16.18100(N)    074 08 33.56700(W) AD(       ) 3
 JU2654
 JU2654.Superseded values are not recommended for survey control.
 JU2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2654.See file dsdata.txt to determine how the superseded data were derived.
 JU2654
 JU2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7335613823(NAD 83)
 JU2654_MARKER: DS = TRIANGULATION STATION DISK
 JU2654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2654_SP_SET: CONCRETE POST
 JU2654_STAMPING: LANO 1935
 JU2654_MARK LOGO: CGS   
 JU2654_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2654+STABILITY: SURFACE MOTION
 JU2654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2654+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1991
 JU2654
 JU2654  HISTORY     - Date     Condition        Report By
 JU2654  HISTORY     - 1935     MONUMENTED       CGS
 JU2654  HISTORY     - 1935     GOOD             CGS
 JU2654  HISTORY     - 1962     GOOD             CGS
 JU2654  HISTORY     - 19910301 GOOD             NJGS
 JU2654
 JU2654                          STATION DESCRIPTION
 JU2654
 JU2654'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2654'STATION IS LOCATED ON THE W SIDE OF BARNEGAT BAY AND JUST N OF
 JU2654'THE MOUTH OF CEDAR CREEK.
 JU2654'
 JU2654'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2654'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU2654'
 JU2654'THE SURFACE MARK AND SUB-SURFACE MARK STAMPED, LANO 1935.  THE
 JU2654'SURFACE DISK IS SET IN A CONCRETE MONUMENT 1- BY 1- BY 3-FOOT
 JU2654'WHICH PROJECTS 6 INCHES ABOVE GROUND.
 JU2654'
 JU2654'REFERENCE MARK NO.1 STAMPED, LANO NO.1, IS LOCATED S OF THE
 JU2654'STATION AND APPROXIMATELY 10 METERS FROM THE HIGH-WATER
 JU2654'LINE.  REFERENCE MARK NO.2 STAMPED, LANO NO.2, IS LOCATED W OF
 JU2654'THE STATION IN SOME SCRUB PINES.
 JU2654'
 JU2654'AT R.M. NO.1 THE ANGLE FROM R.M. NO.2 TO LANO IS 47 DEG
 JU2654'27 MIN 26.2 SEC
 JU2654'
 JU2654'AT R.M. NO.2 THE ANGLE FROM LANO TO R.M. NO.1 IS 49 DEG 16 MIN
 JU2654'02.5 SEC
 JU2654'
 JU2654'DISTANCE FROM R.M. NO.1 TO R.M. NO.2 IS 23.704 METERS.
 JU2654'
 JU2654'STATION LANO IS LOCATED NEAR THE JUNCTION OF THE SCRUB PINE
 JU2654'TIMBER AND THE OPEN MARSH.  SEE SKETCH.
 JU2654'
 JU2654'TO REACH THE STATION FROM U.S. HIGHWAY 9 TURN E ON THE GRAVEL
 JU2654'ROAD JUST N OF CEDAR CREEK AND FOLLOW THIS ROAD TO THE END AND
 JU2654'THEN TURN LEFT ON THE DIRT ROAD WHICH ENDS NEAR THE STATION.
 JU2654'
 JU2654'HEIGHT OF LIGHT ABOVE STATION MARK 10 METERS.
 JU2654
 JU2654                          STATION RECOVERY (1935)
 JU2654
 JU2654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 JU2654'RECOVERED IN GOOD CONDITION.
 JU2654
 JU2654                          STATION RECOVERY (1962)
 JU2654
 JU2654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2654'STATION MARK, RM 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  ALL
 JU2654'OF THE MARKS ARE IN A VERY DENSE BRIAR PATCH.  A WITNESS POST
 JU2654'WAS SET IN THE OPEN, WHERE IT COULD BE SEEN.
 JU2654'
 JU2654'THE STATION MARK (NOTE 1A) IS FLUSH AND IS 18.7 FEET WEST OF
 JU2654'THE WITNESS POST.
 JU2654'
 JU2654'RM 1 (NOTE 11A) PROJECTS 2 INCHES, A WOODEN POST WAS DRIVEN
 JU2654'BESIDE IT.  THE RIVER BANK HAS ERODED TO WITHIN 8 FEET OF THE MARK.
 JU2654'
 JU2654'RM 2 (NOTE 11A) IS FLUSH.  FROM THE HEAD OF A SHORT MOSQUITO
 JU2654'CONTROL DITCH, GO NORTH 30 FEET, IN LINE WITH THE DITCH EXTENDED,
 JU2654'THENCE WEST 8 FEET TO THE MARK.
 JU2654'
 JU2654'TO REACH THE STATION FROM THE CEDAR CREEK BRIDGE ON ROUTE 9,
 JU2654'GO NORTHERLY ON ROUTE 9 FOR 0.4 MILE, TURN RIGHT AND GO EASTERLY
 JU2654'FOR 0.8 MILE, TURN LEFT AND GO 0.15 MILE ON NEARY AVENUE, TURN
 JU2654'RIGHT AND GO EASTERLY FOR 0.6 MILE TO HARVEY AVENUE, TURN RIGHT
 JU2654'AND GO SOUTH 0.05 MILE TO THE END OF THE STREET AT THE MARSH.
 JU2654'WALK SOUTH ACROSS THE MARSH FOR ABOUT 0.15 MILE TO THE LAST
 JU2654'MOSQUITO DITCH BEFORE REACHING THE RIVER, CROSS THE DITCH AND
 JU2654'CONTINUE FOR 50 FEET TO THE STATION MARK ON THE RIGHT.
 JU2654
 JU2654                          STATION RECOVERY (1991)
 JU2654
 JU2654'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 JU2654'THE STATION WAS RECOVERED ON THIS DATE, NO MEASUREMENTS WERE TAKEN.
 JU2654'THE STATION IS LOCATED IN BERKELEY TOWNSHIP.  TO REACH THE STATION
 JU2654'FROM THE U.S. HIGHWAY 9 BRIDGE CROSSING CEDAR CREEK, GO 0.4 MI
 JU2654'(0.6 KM) NORTH ON HIGHWAY 9 TO THE JUNCTION WITH HARBOR INN ROAD,
 JU2654'TURN RIGHT AND GO 0.8 MI (1.3 KM) EAST TO THE JUNCTION WITH NEARY
 JU2654'AVENUE, TURN LEFT AND GO 0.15 MI (0.24 KM) NORTH TO THE JUNCTION WITH
 JU2654'BRENNAN CONCOURSE, TURN RIGHT AND GO EAST 0.6 MI (1.0 KM) TO THE
 JU2654'JUNCTION WITH HARVEY AVENUE, TURN RIGHT AND GO 0.05 MI (0.08 KM) TO
 JU2654'THE END OF THE STREET.  THERE IS A HARD PACK SOUTH SOUTHWEST, ALONG
 JU2654'THE EDGE OF THE WOODED UPLAND TO THE STATION AT THE POINT OF SCRUB
 JU2654'PINE TREES AND FRAGMITIES MARSH ECOSYSTEMS.  THE STATION IS 18.7 FT
 JU2654'(5.7 M) WEST OF A METAL WITNESS POST SET IN THE MARSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2656 ***********************************************************************
 JU2656  DESIGNATION -  LARGE BUILDING CUPOLA
 JU2656  PID         -  JU2656
 JU2656  STATE/COUNTY-  NJ/OCEAN
 JU2656  USGS QUAD   -  TOMS RIVER (1989)
 JU2656
 JU2656                         *CURRENT SURVEY CONTROL
 JU2656  ___________________________________________________________________
 JU2656* NAD 83(1996)-  39 53 37.59246(N)    074 11 42.48697(W)     ADJUSTED  
 JU2656* NAVD 88     -                                                        
 JU2656  ___________________________________________________________________
 JU2656  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 JU2656  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JU2656
 JU2656  HORZ ORDER  -  THIRD
 JU2656
 JU2656.The horizontal coordinates were established by classical geodetic methods
 JU2656.and adjusted by the National Geodetic Survey in September 1999..
 JU2656
 JU2656
 JU2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2656
 JU2656.The geoid height was determined by GEOID03.
 JU2656
 JU2656;                    North         East     Units Scale Factor Converg.
 JU2656;SPC NJ       -   117,765.604   176,071.285   MT  0.99990837   +0 11 43.9
 JU2656;SPC NJ       -   386,369.32    577,660.54   sFT  0.99990837   +0 11 43.9
 JU2656;UTM  18      - 4,416,277.453   568,809.757   MT  0.99965829   +0 30 58.4
 JU2656
 JU2656                          SUPERSEDED SURVEY CONTROL
 JU2656
 JU2656  NAD 83(1986)-  39 53 37.58586(N)    074 11 42.48121(W) AD(       ) 4
 JU2656  NAD 27      -  39 53 37.14700(N)    074 11 43.95700(W) AD(       ) 3
 JU2656
 JU2656.Superseded values are not recommended for survey control.
 JU2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2656.See file dsdata.txt to determine how the superseded data were derived.
 JU2656
 JU2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6881016277(NAD 83)
 JU2656_MARKER: 86 = CUPOLA
 JU2656
 JU2656  HISTORY     - Date     Condition        Report By
 JU2656  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU2656  HISTORY     - 1951     GOOD             CGS
 JU2656  HISTORY     - 19940812 GOOD             USPSQD
 JU2656  HISTORY     - 19990722 GOOD             USPSQD
 JU2656
 JU2656                          STATION DESCRIPTION
 JU2656
 JU2656'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2656'STATION WAS LOCATED BY C.D. MEANEY IN 1932 BUT WAS NOT
 JU2656'DESCRIBED.  IT WAS LISTED AS LARGE BUILDING (PEAK OF
 JU2656'PENTHOUSE).  IT WAS RELOCATED BY THIS PARTY AS AN INTERSECTION
 JU2656'TRIANGULATION STATION.  IT IS LOCATED APPROXIMATELY 3 MILES W OF
 JU2656'THE W SHORE OF BARNEGAT BAY AND 4 MILES S OF TOMS RIVER AT THE
 JU2656'INTERSECTION OF CENTRAL BOULEVARD AND WESTERN BOULEVARD.  THE
 JU2656'STATION IS THE APEX OF THE PYRAMIDAL ROOF ON THE TOWER ON TOP
 JU2656'OF THE ROYAL PINES HOTEL.
 JU2656'
 JU2656'HEIGHT OF LIGHT ABOVE STATION MARK - 40 METERS.
 JU2656
 JU2656                          STATION RECOVERY (1951)
 JU2656
 JU2656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2656'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION IS
 JU2656'ADEQUATE AND CORRECT.
 JU2656
 JU2656                          STATION RECOVERY (1994)
 JU2656
 JU2656'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU2656'RECOVERED IN GOOD CONDITION.
 JU2656
 JU2656                          STATION RECOVERY (1999)
 JU2656
 JU2656'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU2656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4268 ***********************************************************************
 JU4268  DESIGNATION -  LASER
 JU4268  PID         -  JU4268
 JU4268  STATE/COUNTY-  NJ/ATLANTIC
 JU4268  USGS QUAD   -  PLEASANTVILLE (1994)
 JU4268
 JU4268                         *CURRENT SURVEY CONTROL
 JU4268  ___________________________________________________________________
 JU4268* NAD 83(1996)-  39 27 48.32858(N)    074 34 12.90615(W)     ADJUSTED  
 JU4268* NAVD 88     -        25.1    (meters)      82.     (feet)  VERTCON   
 JU4268  ___________________________________________________________________
 JU4268  X           -   1,311,867.091 (meters)                     COMP
 JU4268  Y           -  -4,753,062.953 (meters)                     COMP
 JU4268  Z           -   4,032,163.774 (meters)                     COMP
 JU4268  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 JU4268  ELLIP HEIGHT-          -8.70  (meters)          (10/23/02) GPS OBS
 JU4268  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JU4268
 JU4268  HORZ ORDER  -  FIRST
 JU4268  ELLP ORDER  -  FOURTH    CLASS I
 JU4268
 JU4268.This mark is at Atlantic City Intl Airport (ACY)
 JU4268
 JU4268.The horizontal coordinates were established by GPS observations
 JU4268.and adjusted by the National Geodetic Survey in May 1999..
 JU4268
 JU4268.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4268
 JU4268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4268
 JU4268.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4268
 JU4268.The ellipsoidal height was determined by GPS observations
 JU4268.and is referenced to NAD 83.
 JU4268
 JU4268.The geoid height was determined by GEOID03.
 JU4268
 JU4268;                    North         East     Units Scale Factor Converg.
 JU4268;SPC NJ       -    69,947.033   143,954.849   MT  0.99990045   -0 02 40.7
 JU4268;SPC NJ       -   229,484.56    472,291.87   sFT  0.99990045   -0 02 40.7
 JU4268;UTM  18      - 4,368,293.480   536,968.760   MT  0.99961683   +0 16 23.3
 JU4268
 JU4268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4268!SPC NJ       -   1.00000136  x   0.99990045  =   0.99990181
 JU4268!UTM  18      -   1.00000136  x   0.99961683  =   0.99961819
 JU4268
 JU4268:                Primary Azimuth Mark                     Grid Az
 JU4268:SPC NJ       -  REFLECTOR 300                            239 26 00.0
 JU4268:UTM  18      -  REFLECTOR 300                            239 06 56.0
 JU4268
 JU4268|---------------------------------------------------------------------|
 JU4268| PID    Reference Object                     Distance      Geod. Az  |
 JU4268|                                                           dddmmss.s |
 JU4268| JU4274 REFLECTOR 300                       426.231 METERS 2392319.3 |
 JU4268|---------------------------------------------------------------------|
 JU4268
 JU4268                          SUPERSEDED SURVEY CONTROL
 JU4268
 JU4268  ELLIP H (05/14/99)   -8.66   (m)                       GP(       ) 4 1
 JU4268  NAD 83(1992)-  39 27 48.32775(N)    074 34 12.90566(W) AD(       ) 1
 JU4268  ELLIP H (10/07/92)   -8.76   (m)                       GP(       ) 4 2
 JU4268  NGVD 29 (10/07/92)   25.5    (m)           84.     (f) GPS OBS        
 JU4268
 JU4268.Superseded values are not recommended for survey control.
 JU4268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4268.See file dsdata.txt to determine how the superseded data were derived.
 JU4268
 JU4268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3696968293(NAD 83)
 JU4268_MARK LOGO: FAA   
 JU4268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4268+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1991
 JU4268
 JU4268  HISTORY     - Date     Condition        Report By
 JU4268  HISTORY     - 1980     FIRST OBSERVED   FAA
 JU4268  HISTORY     - 19911121 GOOD             NGS
 JU4268
 JU4268                          STATION DESCRIPTION
 JU4268
 JU4268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JU4268'THE STATION IS ON THE PROPERTY OF THE FEDERAL AVIATION ADMINISTRATION
 JU4268'TECHNICAL CENTER FACILITY IN ATLANTIC COUNTY, NEW JERSEY
 JU4268'APPROXIMATELY 18 KM (11.18 MI) WEST OF ATLANTIC CITY AND 3 KM
 JU4268'(1.86 MI) SOUTH OF POMONA.  ENTRANCE TO THE FACILITY IS STRICKLY
 JU4268'REGULATED.  A POINT OF CONTACT AT THIS TIME IS JEFFERY WOLFE,
 JU4268'ENGINEERING DEPARTMENT, 609 484 4430.  TO REACH THE STATION FROM THE
 JU4268'TRAFFIC CIRCLE AT THE JUNCTION OF COUNTY ROAD 563, TILDEN ROAD, AND
 JU4268'COUNTY ROAD 648 GO NORTH ON THE FAA TECHNICAL ENTRANCE ROAD FOR 1.6
 JU4268'KM (0.99 MI) TO THE GUARD SHACK AT THE FACILITY ENTRANCE.  AT
 JU4268'ENTRANCE BEAR LEFT WEST AND NORTH FOR 1.O KM TO BUILDING 301, THE
 JU4268'HANGER, A LARGE RECTANGULAR CONCRETE BUILDING.  THE DRIVE IN GATE
 JU4268'WHICH REQUIRES A PASS IS ON THE EAST SIDE OF THE BUILDING, AND THE
 JU4268'CONTROL AREA OPERATION OFFICE ON THE FIRST FLOOR IN THE NORTHEAST
 JU4268'CORNER OF THE BUILDING.  AT ENTRANCE THROUGH THE GATE ONE IS ON THE
 JU4268'TEST FACILITY APRON.  GO EAST FOR 0.2 KM (0.12 MI) AND A PAVED ROAD
 JU4268'LEADING EAST. GO EAST 0.16 KM (0.10 MI) ON THE PAVED ROAD TO END OF
 JU4268'PAVEMENT, THEN LEFT ON A SAND ROAD FOR 0.65 KM (0.40 MI) TO A ROAD
 JU4268'LEFT AT A HELIPORT SIGN.  TURN LEFT FOR 1.1 KM (0.68 MI) TO A TWO
 JU4268'ROADS RIGHT THE SHARPEST TO THE NIKE RADAR SIGHT.  CONTINUE AHEAD
 JU4268'THROUGH A TURN RIGHT FOR 0.7 KM (0.43 MI) TO A ROAD LEFT LEADING UP
 JU4268'HILL TO A YELLOW SEMI TRAILER.  STATION LASER IS MOUNTED AT THE SOUTH
 JU4268'END OF THIS TRAILER AND IS A LASER TRACKING DEVISE.  THE POINT
 JU4268'POSITIONED WAS THE OPTICAL CENTER OF THE LASER AS DIRECTED BY FAA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4155 ***********************************************************************
 KV4155  DESIGNATION -  LAUNDRY CHIMNEY
 KV4155  PID         -  KV4155
 KV4155  STATE/COUNTY-  NJ/HUDSON
 KV4155  USGS QUAD   -  ORANGE (1981)
 KV4155
 KV4155                         *CURRENT SURVEY CONTROL
 KV4155  ___________________________________________________________________
 KV4155* NAD 83(1996)-  40 45 41.56107(N)    074 09 30.49139(W)     ADJUSTED  
 KV4155* NAVD 88     -                                                        
 KV4155  ___________________________________________________________________
 KV4155  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 KV4155  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KV4155
 KV4155  HORZ ORDER  -  THIRD
 KV4155
 KV4155.The horizontal coordinates were established by classical geodetic methods
 KV4155.and adjusted by the National Geodetic Survey in September 1999..
 KV4155
 KV4155
 KV4155.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4155
 KV4155.The geoid height was determined by GEOID03.
 KV4155
 KV4155;                    North         East     Units Scale Factor Converg.
 KV4155;SPC NJ       -   214,125.486   178,835.155   MT  0.99991023   +0 13 22.8
 KV4155;SPC NJ       -   702,510.03    586,728.34   sFT  0.99991023   +0 13 22.8
 KV4155;SPC NY L     -    66,070.933   286,619.236   MT  0.99999609   -0 06 13.1
 KV4155;SPC NY L     -   216,767.72    940,349.94   sFT  0.99999609   -0 06 13.1
 KV4155;UTM  18      - 4,512,627.399   571,028.810   MT  0.99966210   +0 32 58.1
 KV4155
 KV4155                          SUPERSEDED SURVEY CONTROL
 KV4155
 KV4155  NAD 83(1996)-  40 45 41.56087(N)    074 09 30.49163(W) AD(       ) 4
 KV4155  NAD 83(1986)-  40 45 41.55716(N)    074 09 30.49628(W) AD(       ) 4
 KV4155  NAD 27      -  40 45 41.19000(N)    074 09 31.98000(W) AD(       ) 3
 KV4155
 KV4155.Superseded values are not recommended for survey control.
 KV4155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4155.See file dsdata.txt to determine how the superseded data were derived.
 KV4155
 KV4155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7102912627(NAD 83)
 KV4155_MARKER: 85 = CHIMNEY
 KV4155
 KV4155  HISTORY     - Date     Condition        Report By
 KV4155  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4155  HISTORY     - 20051014 MARK NOT FOUND   GEOCAC
 KV4155
 KV4155                          STATION DESCRIPTION
 KV4155
 KV4155'DESCRIBED BY GEOCACHING 2005 (WD)
 KV4155'THERE IS NO CHIMNEY AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4369 ***********************************************************************
 JU4369  DESIGNATION -  LAUREL
 JU4369  PID         -  JU4369
 JU4369  STATE/COUNTY-  NJ/ATLANTIC
 JU4369  USGS QUAD   -  EGG HARBOR CITY (1977)
 JU4369
 JU4369                         *CURRENT SURVEY CONTROL
 JU4369  ___________________________________________________________________
 JU4369* NAD 83(1996)-  39 30 36.72963(N)    074 40 23.22724(W)     ADJUSTED  
 JU4369* NAVD 88     -        19.1    (meters)      63.     (feet)  GPS OBS   
 JU4369  ___________________________________________________________________
 JU4369  X           -   1,302,457.339 (meters)                     COMP
 JU4369  Y           -  -4,752,221.106 (meters)                     COMP
 JU4369  Z           -   4,036,168.246 (meters)                     COMP
 JU4369  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 JU4369  ELLIP HEIGHT-         -14.57  (meters)          (10/23/02) GPS OBS
 JU4369  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JU4369
 JU4369  HORZ ORDER  -  FIRST
 JU4369  ELLP ORDER  -  FOURTH    CLASS I
 JU4369
 JU4369.The horizontal coordinates were established by GPS observations
 JU4369.and adjusted by the National Geodetic Survey in May 1999..
 JU4369
 JU4369.The orthometric height was determined by GPS observations and a
 JU4369.high-resolution geoid model.
 JU4369
 JU4369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4369
 JU4369.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4369
 JU4369.The ellipsoidal height was determined by GPS observations
 JU4369.and is referenced to NAD 83.
 JU4369
 JU4369.The geoid height was determined by GEOID03.
 JU4369
 JU4369;                    North         East     Units Scale Factor Converg.
 JU4369;SPC NJ       -    75,151.992   135,113.132   MT  0.99990273   -0 06 36.5
 JU4369;SPC NJ       -   246,561.16    443,283.67   sFT  0.99990273   -0 06 36.5
 JU4369;UTM  18      - 4,373,447.807   528,100.854   MT  0.99960972   +0 12 28.7
 JU4369
 JU4369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4369!SPC NJ       -   1.00000229  x   0.99990273  =   0.99990502
 JU4369!UTM  18      -   1.00000229  x   0.99960972  =   0.99961200
 JU4369
 JU4369                          SUPERSEDED SURVEY CONTROL
 JU4369
 JU4369  ELLIP H (05/14/99)  -14.55   (m)                       GP(       ) 4 1
 JU4369  NAD 83(1992)-  39 30 36.72017(N)    074 40 23.22670(W) AD(       ) 1
 JU4369
 JU4369.Superseded values are not recommended for survey control.
 JU4369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4369.See file dsdata.txt to determine how the superseded data were derived.
 JU4369
 JU4369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2810173448(NAD 83)
 JU4369_MARKER: DD = SURVEY DISK
 JU4369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4369_SP_SET: CONCRETE POST
 JU4369_STAMPING: LAUREL 1993
 JU4369_MARK LOGO: HAMTWP
 JU4369_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 JU4369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4369+STABILITY: SURFACE MOTION
 JU4369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4369+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2003
 JU4369
 JU4369  HISTORY     - Date     Condition        Report By
 JU4369  HISTORY     - 1993     MONUMENTED       HAMTWP
 JU4369  HISTORY     - 20031015 GOOD             INDIV
 JU4369
 JU4369                          STATION DESCRIPTION
 JU4369
 JU4369'DESCRIBED BY HAMILTON TOWNSHIP NEW JERSEY 1993
 JU4369'IN HAMILTON TOWNSHIP.  TO REACH FROM THE JUNCTION OF STATE ROUTE 50
 JU4369'AND U.S. ROUTE 30 IN EGG HARBOR CITY, GO SOUTHWEST ON ROUTE 50 FOR
 JU4369'3.1 KM (1.9 MI) TO THE STATION IN THE MEDIAN OF THE DIVIDED HIGHWAY.
 JU4369'THE STATION IS RECESSED ABOUT 7 CM.  THE STATION IS 2.16 M (7.09 FT)
 JU4369'SOUTHEAST OF THE SOUTHEAST CURB OF THE SOUTHBOUND LANES OF ROUTE 50,
 JU4369'4.98 M (16.34 FT) NORTHWEST OF THE NORTHWEST CURB ON THE NORTHBOUND
 JU4369'LANES OF ROUTE 50, 46.3 M (151.9 FT) SOUTHWEST OF THE CURB BULLNOSE
 JU4369'WHERE THE LANES CONVERGE, 6.58 M (21.59 FT) SOUTHWEST OF A CROSS-CUT
 JU4369'ON A MANHOLE RIM, AND 13.23 M (43.41 FT) NORTHEAST OF A NAIL IN POLE
 JU4369'H 3531.
 JU4369
 JU4369                          STATION RECOVERY (2003)
 JU4369
 JU4369'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BDT)
 JU4369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5095 ***********************************************************************
 KV5095  DESIGNATION -  LAURENCE HARBOR O W BRYD CHIM
 KV5095  PID         -  KV5095
 KV5095  STATE/COUNTY-  NJ/MIDDLESEX
 KV5095  USGS QUAD   -  KEYPORT (1977)
 KV5095
 KV5095                         *CURRENT SURVEY CONTROL
 KV5095  ___________________________________________________________________
 KV5095* NAD 83(1996)-  40 26 33.08986(N)    074 14 46.43478(W)     ADJUSTED  
 KV5095* NAVD 88     -                                                        
 KV5095  ___________________________________________________________________
 KV5095  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 KV5095  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV5095
 KV5095  HORZ ORDER  -  THIRD
 KV5095
 KV5095.The horizontal coordinates were established by classical geodetic methods
 KV5095.and adjusted by the National Geodetic Survey in September 1999..
 KV5095
 KV5095
 KV5095.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5095
 KV5095.The geoid height was determined by GEOID03.
 KV5095
 KV5095;                    North         East     Units Scale Factor Converg.
 KV5095;SPC NJ       -   178,677.900   171,527.562   MT  0.99990570   +0 09 52.6
 KV5095;SPC NJ       -   586,212.41    562,753.34   sFT  0.99990570   +0 09 52.6
 KV5095;SPC NY L     -    30,662.054   279,109.280   MT  1.00002005   -0 09 39.8
 KV5095;SPC NY L     -   100,597.09    915,711.03   sFT  1.00002005   -0 09 39.8
 KV5095;UTM  18      - 4,477,147.815   563,924.451   MT  0.99965030   +0 29 20.3
 KV5095
 KV5095                          SUPERSEDED SURVEY CONTROL
 KV5095
 KV5095  NAD 83(1996)-  40 26 33.08916(N)    074 14 46.43469(W) AD(       ) 4
 KV5095  NAD 83(1986)-  40 26 33.09032(N)    074 14 46.43231(W) AD(       ) 4
 KV5095  NAD 27      -  40 26 32.69900(N)    074 14 47.91500(W) AD(       ) 3
 KV5095
 KV5095.Superseded values are not recommended for survey control.
 KV5095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5095.See file dsdata.txt to determine how the superseded data were derived.
 KV5095
 KV5095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6392477148(NAD 83)
 KV5095_MARKER: 85 = CHIMNEY
 KV5095
 KV5095  HISTORY     - Date     Condition        Report By
 KV5095  HISTORY     - 1926     FIRST OBSERVED   CGS
 KV5095  HISTORY     - 1930     GOOD             CGS
 KV5095
 KV5095                          STATION DESCRIPTION
 KV5095
 KV5095'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (RFS)
 KV5095'PROMINENT BRICK CHIMNEY ABOUT MIDWAY BETWEEN MORGAN AND CLIFFWOOD
 KV5095'AND ABOUT 1 MILE INLAND.
 KV5095
 KV5095                          STATION RECOVERY (1930)
 KV5095
 KV5095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5095'RECOVERED IN GOOD CONDITION.
 KV5095'
 KV5095'THE PROMINENT TALL CHIMNEY OF OSCHWALDS BRICKYARD ON LAWRENCE
 KV5095'HARBOR ROAD W OF THE NEW YORK AND LONG BRANCH RAILROAD
 KV5095'TRACKS.  IT IS A SQUARE, RED-BRICK TYPE.
 KV5095'
 KV5095'THE STATION IS THE CHIMNEY-TOP, APPROXIMATELY 200 FEET ABOVE
 KV5095'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5099 ***********************************************************************
 KV5099  DESIGNATION -  LAURENCE HARBOR TANK
 KV5099  PID         -  KV5099
 KV5099  STATE/COUNTY-  NJ/MIDDLESEX
 KV5099  USGS QUAD   -  KEYPORT (1977)
 KV5099
 KV5099                         *CURRENT SURVEY CONTROL
 KV5099  ___________________________________________________________________
 KV5099* NAD 83(1996)-  40 27 00.43968(N)    074 14 52.07656(W)     ADJUSTED  
 KV5099* NAVD 88     -                                                        
 KV5099  ___________________________________________________________________
 KV5099  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 KV5099  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV5099
 KV5099  HORZ ORDER  -  THIRD
 KV5099
 KV5099.The horizontal coordinates were established by classical geodetic methods
 KV5099.and adjusted by the National Geodetic Survey in September 1999..
 KV5099
 KV5099
 KV5099.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5099
 KV5099.The geoid height was determined by GEOID03.
 KV5099
 KV5099;                    North         East     Units Scale Factor Converg.
 KV5099;SPC NJ       -   179,521.050   171,392.208   MT  0.99990563   +0 09 49.1
 KV5099;SPC NJ       -   588,978.64    562,309.27   sFT  0.99990563   +0 09 49.1
 KV5099;SPC NY L     -    31,506.057   278,978.706   MT  1.00001912   -0 09 43.5
 KV5099;SPC NY L     -   103,366.12    915,282.64   sFT  1.00001912   -0 09 43.5
 KV5099;UTM  18      - 4,477,989.971   563,784.362   MT  0.99965008   +0 29 16.9
 KV5099
 KV5099                          SUPERSEDED SURVEY CONTROL
 KV5099
 KV5099  NAD 83(1996)-  40 27 00.43927(N)    074 14 52.07628(W) AD(       ) 4
 KV5099  NAD 83(1986)-  40 27 00.44022(N)    074 14 52.07389(W) AD(       ) 4
 KV5099  NAD 27      -  40 27 00.05100(N)    074 14 53.55100(W) AD(       ) 3
 KV5099
 KV5099.Superseded values are not recommended for survey control.
 KV5099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5099.See file dsdata.txt to determine how the superseded data were derived.
 KV5099
 KV5099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6378477990(NAD 83)
 KV5099_MARKER: 53 = ELEVATED TANK
 KV5099
 KV5099  HISTORY     - Date     Condition        Report By
 KV5099  HISTORY     - 1926     FIRST OBSERVED   CGS
 KV5099  HISTORY     - 1930     GOOD             CGS
 KV5099
 KV5099                          STATION DESCRIPTION
 KV5099
 KV5099'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (RFS)
 KV5099'PROMINENT WATER TANK (IRON) MIDWAY BETWEEN MORGAN AND CLIFFWOOD
 KV5099'AND ABOUT 1/2 MILE INLAND.
 KV5099
 KV5099                          STATION RECOVERY (1930)
 KV5099
 KV5099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5099'RECOVERED IN GOOD CONDITION.
 KV5099'
 KV5099'THE PROMINENT WATER-STORAGE TANK AT LAWRENCE HARBOR, ON THE
 KV5099'SE CORNER OF HILLTOP AVENUE (DIRT) AND PROSPECT STREET
 KV5099'(DIRT).  IT IS AN ORDINARY CONICAL-TOP, BLACK, IRON TYPE,
 KV5099'SURMOUNTING A SPIDER SUPPORTING STRUCTURE.
 KV5099'
 KV5099'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 100 FEET
 KV5099'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0010 ***********************************************************************
 JU0010  DESIGNATION -  LAVALLETTE
 JU0010  PID         -  JU0010
 JU0010  STATE/COUNTY-  NJ/OCEAN
 JU0010  USGS QUAD   -  SEASIDE PARK (1989)
 JU0010
 JU0010                         *CURRENT SURVEY CONTROL
 JU0010  ___________________________________________________________________
 JU0010* NAD 83(1996)-  39 58 08.20107(N)    074 04 24.87155(W)     ADJUSTED  
 JU0010* NAVD 88     -         1.222  (meters)       4.01   (feet)  ADJUSTED  
 JU0010  ___________________________________________________________________
 JU0010  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 JU0010  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU0010  DYNAMIC HT  -           1.222 (meters)       4.01  (feet)  COMP
 JU0010  MODELED GRAV-     980,163.0   (mgal)                       NAVD 88
 JU0010
 JU0010  HORZ ORDER  -  SECOND
 JU0010  VERT ORDER  -  FIRST     CLASS I
 JU0010
 JU0010.The horizontal coordinates were established by classical geodetic methods
 JU0010.and adjusted by the National Geodetic Survey in September 1999..
 JU0010
 JU0010.The orthometric height was determined by differential leveling
 JU0010.and adjusted by the National Geodetic Survey in June 1991..
 JU0010
 JU0010.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0010
 JU0010.The geoid height was determined by GEOID03.
 JU0010
 JU0010.The dynamic height is computed by dividing the NAVD 88
 JU0010.geopotential number by the normal gravity value computed on the
 JU0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0010.degrees latitude (g = 980.6199 gals.).
 JU0010
 JU0010.The modeled gravity was interpolated from observed gravity values.
 JU0010
 JU0010;                    North         East     Units Scale Factor Converg.
 JU0010;SPC NJ       -   126,153.630   186,426.946   MT  0.99991633   +0 16 26.1
 JU0010;SPC NJ       -   413,889.03    611,635.74   sFT  0.99991633   +0 16 26.1
 JU0010;UTM  18      - 4,424,721.290   579,115.745   MT  0.99967706   +0 35 42.5
 JU0010
 JU0010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0010!SPC NJ       -   1.00000500  x   0.99991633  =   0.99992133
 JU0010!UTM  18      -   1.00000500  x   0.99967706  =   0.99968206
 JU0010
 JU0010:                Primary Azimuth Mark                     Grid Az
 JU0010:SPC NJ       -  NORMANDY BEACH WATER TANK                015 44 19.6
 JU0010:UTM  18      -  NORMANDY BEACH WATER TANK                015 25 03.2
 JU0010
 JU0010|---------------------------------------------------------------------|
 JU0010| PID    Reference Object                     Distance      Geod. Az  |
 JU0010|                                                           dddmmss.s |
 JU0010| JU2581 NORMANDY BEACH WATER TANK           APPROX. 3.4 KM 0160045.7 |
 JU0010| JU0006 LAVALLETTE AZ MK                    APPROX. 0.6 KM 0174546.7 |
 JU0010| JU0009 LAVALLETTE RM 1                      26.677 METERS 03121     |
 JU0010| JU2587 LAVALLETTE STANDPIPE                182.277 METERS 09621     |
 JU0010| JU2600 SEASIDE HEIGHTS STANDPIPE           APPROX. 2.8 KM 1865515.6 |
 JU0010| JU2598 SEASIDE HEIGHTS WATER TANK          APPROX. 2.8 KM 1884334.2 |
 JU0010| JU0012 LAVALLETTE RM 2                                    21052     |
 JU0010| JU2595 BARNEGAT WATERWAY LIGHT 43          APPROX. 3.0 KM 2300304.2 |
 JU0010| JU2593 BARNEGAT WATERWAY LIGHT 40          APPROX. 2.9 KM 2435440.5 |
 JU0010| JU2591 BARNEGAT WATERWAY LIGHT 39          APPROX. 2.3 KM 2672843.8 |
 JU0010| JU2590 LIGHT STAND C                       APPROX. 2.3 KM 2680555.7 |
 JU0010| JU0011 LAVALLETTE RM 4                      23.296 METERS 27325     |
 JU0010| JU2586 BARNEGAT WATERWAY LIGHT 35          APPROX. 3.1 KM 2902025.3 |
 JU0010| JU2585 LIGHT STAND B                       APPROX. 3.1 KM 2922937.0 |
 JU0010| CB2157 LAVALLETTE RM 3                      28.956 METERS 30114     |
 JU0010| JU4097 LAVALLETTE RM 5                      30.864 METERS 30850     |
 JU0010| JU2582 BARNEGAT WATERWAY LIGHT 32          APPROX. 4.1 KM 3103312.4 |
 JU0010|---------------------------------------------------------------------|
 JU0010
 JU0010                          SUPERSEDED SURVEY CONTROL
 JU0010
 JU0010  NAD 83(1986)-  39 58 08.19577(N)    074 04 24.86698(W) AD(       ) 2
 JU0010  NAD 27      -  39 58 07.76760(N)    074 04 26.37900(W) AD(       ) 2
 JU0010  NGVD 29 (04/16/92)    1.569  (m)            5.15   (f) ADJUSTED    1 1
 JU0010
 JU0010.Superseded values are not recommended for survey control.
 JU0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0010.See file dsdata.txt to determine how the superseded data were derived.
 JU0010
 JU0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7911624721(NAD 83)
 JU0010_MARKER: DS = TRIANGULATION STATION DISK
 JU0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0010_SP_SET: CONCRETE POST
 JU0010_STAMPING: LAVALLETTE 1932
 JU0010_MARK LOGO: CGS   
 JU0010_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0010+STABILITY: SURFACE MOTION
 JU0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0010+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1991
 JU0010
 JU0010  HISTORY     - Date     Condition        Report By
 JU0010  HISTORY     - 1932     MONUMENTED       CGS
 JU0010  HISTORY     - 1935     GOOD             CGS
 JU0010  HISTORY     - 1951     GOOD             CGS
 JU0010  HISTORY     - 1962     GOOD             CGS
 JU0010  HISTORY     - 1962     GOOD             CGS
 JU0010  HISTORY     - 1964     GOOD             CGS
 JU0010  HISTORY     - 1964     GOOD             CGS
 JU0010  HISTORY     - 1983     GOOD             NJGS
 JU0010  HISTORY     - 1984     GOOD             USPSQD
 JU0010  HISTORY     - 1984     GOOD             NGS
 JU0010  HISTORY     - 1984     GOOD             USPSQD
 JU0010  HISTORY     - 19840301 GOOD             NGS
 JU0010  HISTORY     - 1987     GOOD             USPSQD
 JU0010  HISTORY     - 1987     GOOD             USPSQD
 JU0010  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 JU0010  HISTORY     - 19910320 SEE DESCRIPTION  NJGS
 JU0010
 JU0010                          STATION DESCRIPTION
 JU0010
 JU0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU0010'LEAVE ROUTE 37 IN THE TOWN OF LAVALLETTE, GOING W ON WASHINGTON
 JU0010'AVENUE, BETWEEN THE CHURCH AND THE MUNICIPAL BUILDING.  GO
 JU0010'ACROSS THE RAILROAD TRACK AND PAST LARGE BLACK WATER TANK TO
 JU0010'THE JUNCTION OF WASHINGTON AND BAY BOULEVARDS.  THE STATION
 JU0010'IS ON THE LOT AT THE SE CORNER OF THIS JUNCTION.  IT IS 113.3
 JU0010'FEET S OF THE INSIDE POINT OF THE JOINT IN THE CURB AT THE
 JU0010'JUNCTION OF WASHINGTON AVENUE AND BAY BOULEVARD (SE CORNER),
 JU0010'AND IS 20.7 FEET E OF THE INSIDE OF THE CURB LINE OF BAY
 JU0010'BOULEVARD ABEAM OF THE STATION.
 JU0010'
 JU0010'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU0010'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU0010'
 JU0010'REFERENCE MARK NO.3 IS 95.05 FEET W OF THE STATION ACROSS
 JU0010'BAY BOULEVARD.  IT IS HALF-WAY BETWEEN THE CURB AND THE SIDEWALK
 JU0010'AND 48 FEET S OF THE CORNER OF A BULKHEAD.  REFERENCE MARK NO.2
 JU0010'IS 1/4 MILE S OF THE STATION ON THE W SIDE OF LAVALLETTE AVENUE,
 JU0010'23 FEET W OF THE W SIDE OF THE W SIDEWALK.  AT THE REFERENCE
 JU0010'MARK A RED WATER HYDRANT ON THE NEXT STREET E IS IN RANGE WITH
 JU0010'THE LAVALLETTE STANDPIPE.  THE REFERENCE MARK IS SSE OF A
 JU0010'WOODEN BRIDGE ABOUT 100 YARDS AND IT IS ABOUT THE SAME
 JU0010'DISTANCE N OF AN E-W ROAD.  REFERENCE MARK NO.1 IS A STANDARD
 JU0010'MARK SET IN THE CURB ON THE E SIDE OF BAY BOULEVARD, 87.6
 JU0010'FEET N OF THE STATION.  IT IS 27.3 FEET SW OF SAME POINT ON
 JU0010'JOINT OF CURB AT INTERSECTION OF WASHINGTON AVENUE AND BAY
 JU0010'BOULEVARD FROM WHICH MEASUREMENT TO THE STATION WAS TAKEN.
 JU0010'
 JU0010'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS.
 JU0010
 JU0010                          STATION RECOVERY (1935)
 JU0010
 JU0010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU0010'STATION WAS RECOVERED AND THE ORIGINAL DESCRIPTION FOUND TO BE
 JU0010'CORRECT AND ADEQUATE EXCEPT FOR THE CORRECTIONS NOTED
 JU0010'BELOW.  REFERENCE MARK NO.2 IS 2 FEET AND NOT 23 FEET W OF THE
 JU0010'W SIDE OF THE PRESENT SIDEWALK.  THE ANGLES AND DISTANCES TO THE
 JU0010'REFERENCE MARKS WERE REMEASURED AND FOUND TO BE CORRECT EXCEPT
 JU0010'THAT THE DISTANCE FROM THE STATION TO REFERENCE MARK NO.1 IS
 JU0010'87.56 FEET AND NOT 87.06 FEET.
 JU0010
 JU0010                          STATION RECOVERY (1951)
 JU0010
 JU0010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU0010'STATION MARK AND R.M. 1 WERE RECOVERED IN GOOD CONDITION.  THE
 JU0010'DISTANCE TO R.M. 1 WAS MEASURED WITH A STEEL TAPE AND FOUND TO
 JU0010'BE CORRECT.  (87.56 FEET.)
 JU0010'
 JU0010'R.M.S 2 AND 3 WERE NOT RECOVERED AFTER A 1-HOUR SEARCH BY A
 JU0010'TWO-MAN PARTY.  THEY ARE BELIEVED TO HAVE BEEN DESTROYED DURING
 JU0010'ROAD CONSTRUCTION AS REFERENCE DIRECTIONS PLACE THEM WITHIN THE
 JU0010'ROADWAY.
 JU0010
 JU0010                          STATION RECOVERY (1962)
 JU0010
 JU0010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU0010'THE STATION MARK AND RMS 1 AND 2 WERE RECOVERED IN GOOD
 JU0010'CONDITION AS DESCRIBED.
 JU0010'
 JU0010'RM 2 IS ALSO 4.8 FEET WEST AND IN LINE WITH A SPLIT-RAIL FENCE
 JU0010'IN FRONT OF HOUSE NUMBER 10 LAVALLETTE AVE., 3.1 FEET SOUTH
 JU0010'OF A FENCE IN FRONT OF HOUSE NO. 12 AND 2.1 FEET NORTH OF THE
 JU0010'SIDEWALK.  IT PROJECTS 3 INCHES.
 JU0010'
 JU0010'TO REACH RM 2 FROM THE STATION, GO WESTERLY ON BAY AVE. FOR
 JU0010'0.15 MILE TO VIRGINIA ST., TURN RIGHT AND GO 25 FEET TO
 JU0010'LAVALLETTE AVE., TURN LEFT ON LAVALLETTE AVE. AND GO 100 FEET TO
 JU0010'THE MARK ON THE RIGHT.
 JU0010'
 JU0010'NOTE--LAVALLETTE AVE. CROSSES BAY AVE. 0.25 MILE FROM THE
 JU0010'STATION, THEN HOOKS TO THE EAST AT ITS NORTH END, BACK TO THE
 JU0010'BRIDGE.  THE MARK IS ON THE PART OF THE STREET THAT RUNS EAST
 JU0010'AND WEST, 0.05 MILE WEST OF THE BRIDGE, 200 FEET WEST OF A
 JU0010'BOAT-YARD.
 JU0010
 JU0010                          STATION RECOVERY (1962)
 JU0010
 JU0010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU0010'NO MEASUREMENT BETWEEN RMS BUSY HIGHWAY.
 JU0010'
 JU0010'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 JU0010'FOUND IN GOOD CONDITION.  REFERENCE MARK 3 WAS NOT RECOVERED
 JU0010'AND SHOULD BE CONSIDERED LOST.  THE ANGLE BETWEEN REFERENCE MARK
 JU0010'1 AND 2 DID NOT CHECK BY 2 MINUTES.  A NEW REFERENCE MARK 4 AND
 JU0010'AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 JU0010'
 JU0010'A NEW DESCRIPTION FOLLOWS.
 JU0010'
 JU0010'THE STATION IS ON THE NORTH SIDE OF A HOUSE AT 1305 BAY
 JU0010'BOULEVARD AND IS NEAR THE SOUTHWEST CORNER OF A SMALL GRAVELED
 JU0010'LOT.  IT IS 120 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF AN
 JU0010'INTERSECTION FORMED BY BAY BOULEVARD AND WASHINGTON AVENUE,
 JU0010'23 FEET NORTHEAST OF THE NORTH CORNER OF THE HOUSE AT 1305 BAY
 JU0010'BOULEVARD, 21 FEET SOUTHEAST OF THE SOUTHEAST CURB OF BAY
 JU0010'BOULEVARD AND 20 FEET NORTHWEST OF A 10 INCH POPLAR TREE.  THE
 JU0010'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED LAVALLETTE
 JU0010'1932.  NOTES 1A 7A.
 JU0010'
 JU0010'TO REACH FROM THE LAVALLETTE STANDPIPE IN LAVALLETTE, GO WEST
 JU0010'ON WASHINGTON AVENUE FOR 0.1 MILE TO AN INTERSECTION WITH BAY
 JU0010'BOULEVARD AND THE STATION ON THE LEFT.
 JU0010'
 JU0010'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON
 JU0010'BAY BOULEVARD FOR 0.3 MILE TO THE MARK ON THE LEFT IN A CONCRETE
 JU0010'SIDEWALK THAT LEADS TO A SMALL PIER.
 JU0010'
 JU0010'REFERENCE MARK 1 IS SET FLUSH IN A DRILL HOLE IN THE CURB ON
 JU0010'THE SOUTHEAST SIDE OF BAY BOULEVARD, 26 FEET SOUTH OF THE
 JU0010'CENTERLINE OF THE INTERSECTION FORMED BY BAY BOULEVARD AND
 JU0010'WASHINGTON AVENUE AND 26 FEET SOUTHWEST OF A STORM DRAIN
 JU0010'GRATING.  THE DISK IS STAMPED LAVALLETTE NO 1 1932.
 JU0010'
 JU0010'REFERENCE MARK 2 IS 11 FEET NORTHWEST OF THE NORTHWEST CURB
 JU0010'OF LAVALLETTE AVENUE, 6 FEET SOUTH OF A FENCE CORNER AND 2
 JU0010'FEET NORTHWEST OF THE NORTHWEST SIDE OF A SIDEWALK.  THE
 JU0010'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED LAVALLETTE
 JU0010'NO 2 1932.
 JU0010'
 JU0010'REFERENCE MARK 4 IS SET ON THE MEDIAN IN THE CENTER OF BAY
 JU0010'BOULEVARD, 71 FEET NORTHEAST OF POWER POLE NUMBER 4, 66 FEET
 JU0010'SOUTH OF POWER POLE NUMBER 3 AND 46 FEET NORTHWEST OF POWER
 JU0010'POLE NUMBER 161.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JU0010'LAVALLETTE NO 4 1932.
 JU0010'
 JU0010'THE AZIMUTH MARK IS SET FLUSH IN A DRILL HOLE IN A CONCRETE
 JU0010'SIDEWALK THAT LEADS TO A SMALL PIER, 15 FEET SOUTH OF A POWER
 JU0010'POLE AND WITNESS POST, 9 FEET SOUTH OF A PUBLIC PHONE BOOTH
 JU0010'AND 6 INCHES NORTH OF THE SOUTH EDGE OF THE SIDEWALK.  THE DISK
 JU0010'IS STAMPED LAVALLETTE 1932.
 JU0010'
 JU0010'TO REACH REFERENCE MARK 2 FROM THE STATION, GO SOUTHERLY ON
 JU0010'BAY BOULEVARD FOR 0.25 MILE TO VIRGINIA AVENUE.  TURN RIGHT AND
 JU0010'GO WEST ABOUT 25 FEET TO LAVALLETTE AVENUE.  TURN LEFT AND GO
 JU0010'SOUTHERLY ON LAVALLETTE AVENUE FOR ABOUT 125 FEET TO THE MARK
 JU0010'ON THE RIGHT.
 JU0010'
 JU0010'HEIGHT OF LIGHT ABOVE STATION MARK 21.95 METERS.
 JU0010
 JU0010                          STATION RECOVERY (1964)
 JU0010
 JU0010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RG)
 JU0010'THE STATION, RM 1, RM 2, RM 4 AND THE AZIMUTH MARK WERE
 JU0010'RECOVERED IN GOOD CONDITION.
 JU0010'
 JU0010'THE STATION IS LOCATED AT LAVALLETTE, ABOUT 0.05 MILE NORTH
 JU0010'ALONG GRAND CENTRAL AVENUE (STATE HIGHWAY 35) FROM THE
 JU0010'MUNICIPAL BUILDING, THENCE 0.2 MILE WEST ALONG WASHINGTON
 JU0010'AVENUE, AT THE INTERSECTION OF BAY BOULEVARD, 129 FEET
 JU0010'SOUTH-SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE
 JU0010'AVENUE AND THE NORTH-BOUND LANE OF THE BOULEVARD, 23 FEET
 JU0010'NORTHEAST OF THE NORTH CORNER OF THE HOUSE AT 1305 BAY
 JU0010'BOULEVARD, 21 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE
 JU0010'BOULEVARD, 87.5 FEET SOUTHWEST OF RM 1, 76.4 FEET AND ACROSS
 JU0010'THE NORTH-BOUND LANE OF THE BOULEVARD FROM RM 4 AND SET IN
 JU0010'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 JU0010'
 JU0010'RM 1 IS LOCATED 42 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE
 JU0010'INTERSECTION OF THE AVENUE AND THE NORTH-BOUND LANE OF THE
 JU0010'BOULEVARD, 25 FEET SOUTHWEST OF A STORM DRAIN GRATING, 87.5
 JU0010'FEET NORTHEAST OF THE STATION LAVALETTE, ABOUT 0.5 FOOT ABOVE
 JU0010'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF THE SOUTHEAST
 JU0010'CURB OF THE BOULEVARD.
 JU0010'
 JU0010'RM 2 IS LOCATED 0.2 MILE SOUTH ALONG BAY BOULEVARD FROM
 JU0010'WASHINGTON AVENUE AT THE INTERSECTION OF VIRGINIA AVENUE, 186 FEET
 JU0010'WEST-NORTHWEST AND ACROSS LAVALLETTE AVENUE FROM THE CENTER
 JU0010'LINE OF THE SOUTH-BOUND LANE OF THE BOULEVARD, 153 FEET SOUTHWEST
 JU0010'ALONG LAVALLETTE AVENUE FROM THE EXTENDED CENTER LINE OF
 JU0010'VIRGINIA AVENUE, 26 FEET SOUTH OF THE SOUTH CORNER OF THE
 JU0010'HOUSE AT 10 LAVALLETTE AVENUE, 10.9 FEET NORTHWEST OF THE
 JU0010'NORTHWEST CURB OF LAVALLETTE AVENUE, 5 FEET SOUTHWEST OF
 JU0010'THE SOUTH CORNER OF THE FENCE SURROUNDING THE HOUSE, 2 FEET
 JU0010'NORTHWEST OF THE NORTHWEST EDGE OF THE SIDEWALK, ABOUT 0.5
 JU0010'FOOT ABOVE THE LEVEL OF THE SIDEWALK AND SET IN THE TOP OF
 JU0010'A CONCRETE POST PROJECTING 0.2 FOOT.
 JU0010'
 JU0010'RM 4 IS LOCATED 158 FEET WEST OF THE CENTER OF THE INTERSECTION
 JU0010'OF WASHINGTON AVENUE AND THE NORTH-BOUND LANE OF BAY BOULEVARD,
 JU0010'67.6 FEET NORTH AND ACROSS THE NORTH-BOUND LANE OF THE BOULEVARD
 JU0010'FROM THE HOUSE AT 1305 BAY BOULEVARD, 66 FEET SOUTH AND ACROSS
 JU0010'THE SOUTH-BOUND LANE OF THE BOULEVARD FROM POWER LINE
 JU0010'POLE NO. 3, 71 FEET NORTHEAST AND ACROSS THE SOUTH-BOUND LANE
 JU0010'FROM POWER LINE POLE NO. 4, 46 FEET NORTH AND ACROSS THE
 JU0010'NORTH-BOUND LANE FROM THE STATION LAVALLETTE, ABOUT LEVEL WITH
 JU0010'THE BOULEVARD AND SET IN THE TOP OF THE MEDIAN STRIP IN THE
 JU0010'CENTER OF THE BOULEVARD.
 JU0010'
 JU0010'THE AZIMUTH MARK IS LOCATED AT LAVALLETTE, ABOUT 0.35 MILE NORTH
 JU0010'ALONG GRAND CENTRAL AVENUE (STATE HIGHWAY 35) FROM THE MUNICIPAL
 JU0010'BUILDING, THENCE 0.15 MILE WEST ALONG REESE AVENUE, BETWEEN
 JU0010'REESE AND PRESIDENT AVENUES, 189 FEET SOUTHWEST OF THE CENTER
 JU0010'OF THE INTERSECTION OF PRESIDENT AVENUE AND THE SOUTH-BOUND
 JU0010'LANE OF BAY BOULEVARD, 124 FEET NORTHWEST OF THE CENTER OF
 JU0010'THE INTERSECTION OF REESE AVENUE AND THE SOUTH-BOUND LANE OF
 JU0010'THE BOULEVARD, 14.5 FEET SOUTH OF THE POWER LINE POLE NO. 287,
 JU0010'0.5 FEET NORTH OF THE SOUTH EDGE OF THE SIDEWALK, 9.0 FEET
 JU0010'SOUTH OF THE SOUTHEAST CORNER OF AN OUTDOOR TELEPHONE BOOTH,
 JU0010'ABOUT LEVEL WITH THE BOULEVARD AND SET IN THE TOP OF THE
 JU0010'SOUTH EDGE OF THE SIDEWALK LEADING TO A SMALL PIER.
 JU0010
 JU0010                          STATION RECOVERY (1964)
 JU0010
 JU0010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0010'AT LAVALLETTE.
 JU0010'AT LAVALLETTE, ABOUT 0.05 MILE NORTH ALONG GRAND CENTRAL AVENUE
 JU0010'(STATE HIGHWAY 35) FROM THE MUNICIPAL BUILDING, THENCE 0.2
 JU0010'MILE WEST ALONG WASHINGTON AVENUE, AT THE INTERSECTION OF BAY
 JU0010'BLVD., 129 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE INTERSECTION
 JU0010'OF THE AVENUE AND THE NORTH-BOUND LAND OF THE BOULEVARD, 23
 JU0010'FEET NORTHEAST OF THE NORTH CORNER OF THE HOUSE AT 1305 BAY
 JU0010'BLVD., 21 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE
 JU0010'BOULEVARD, 87.5 FEET SOUTHWEST OF LAVALLETTE RM 1, 76.4 FEET
 JU0010'EAST AND ACROSS THE NORTH-BOUND LANE OF THE BOULEVARD FROM
 JU0010'LAVALLETTE RM 4 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU0010'0.3 FOOT.
 JU0010
 JU0010                          STATION RECOVERY (1983)
 JU0010
 JU0010'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1983
 JU0010'RM 4 NOT FOUND - CENTERLINE AND DIS SET OUT AS DESCRIBED.  3 FEET
 JU0010'DEEP HOLE DUG - N.G.
 JU0010'
 JU0010'AZ MK RECOVERED GOOD.
 JU0010'
 JU0010'MAIN STA. RECOVERED GOOD - ON A LOT THAT MAY BE DEVELOPED.
 JU0010'
 JU0010'RM 2 RECOVERED GOOD BUT NOT VISIBLE FROM STA (HOUSE ON LINE).
 JU0010'STICKS UP 1/2 FOOT IN DRIVEWAY - SHOULD BE LOWERED DR REMOVED.
 JU0010
 JU0010                          STATION RECOVERY (1984)
 JU0010
 JU0010'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 JU0010'STATION MARK LAVALLETTE 1932 RECOVERED GOOD.
 JU0010'
 JU0010'RM 1 FOUND AS DESCRIBED.  CONDITION GOOD.
 JU0010'
 JU0010'RM 2 HAS BEEN REESTABLISHED.  IT IS STAMPED LAVALLETTE RM 2 1984
 JU0010'NATL GEOD SURVEY IT IS LOCATED AT THE SOUTHEAST CORNER OF PROPERTY
 JU0010'NO. 112 LAVALLETTE AVE, 18 INCHES NW OF POLE 493, BETWEEN CURB AND
 JU0010'SIDEWALK, WITNESS POST ALONGSIDE.  CONDITION GOOD.
 JU0010'
 JU0010'RM 4 NOT FOUND - PROBABLY BURIED IN MEDIAN STRIP.
 JU0010
 JU0010                          STATION RECOVERY (1984)
 JU0010
 JU0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 JU0010'THE STATION WAS RECOVERED AT THIS DATE.
 JU0010'THE STATION MARK, REFERENCE MARK ONE AND THE 1962 AZIMUTH MARK WERE
 JU0010'RECOVERED AND FOUND IN GOOD CONDITION.  THE 1932 AZIMUTH MARK WAS
 JU0010'ALSO RECOVERED AND FOUND IN GOOD CONDITION BUT STILL REMAINED
 JU0010'COMPLETELY OBSTRUCTED FROM THE STATION.  THE MONUMENT WAS REMOVED AT
 JU0010'THE REQUEST OF THE PROPERTY OWNER AND ONLY THE BENCH MARK ELEVATION
 JU0010'WAS PRESERVED.  NO EVIDENCE OF THE REFERENCE MARKS THREE AND FOUR
 JU0010'WERE FOUND AND IT IS BELIEVED THEY ARE BOTH DESTROYED. A NEW
 JU0010'REFERENCE MARK FIVE WAS SET.  THE DISTANCE TO REFERENCE MARK ONE
 JU0010'ALONG WITH THE HORIZONTAL ANGLE FROM IT TO THE 1962 AZIMUTH MARK
 JU0010'WERE WITHIN CLOSE AGREEMENT WITH THE MOST RECENT IMFORMATION
 JU0010'AVAILABLE.
 JU0010'A COMPLETE NEW DESCRIPTION FOLLOWS.
 JU0010'
 JU0010'THE STATION IS LOCATED ABOUT 12 KM (7.5 MI) NORTHEAST OF TOMS RIVER,
 JU0010'11.25 KM (7 MI) SOUTH OF POINT PLEASANT AND IN THE WEST PART OF
 JU0010'LAVALLETTE.
 JU0010'OWNERSHIP--CITY OF LAVALLETTE.
 JU0010'
 JU0010'TO REACH THE STATION FROM THE POST OFFICE AT LAVALETTE,  GO
 JU0010'WEST FOR 0.3 KM (0.2 MI) ON GUYER AVE. TO A CROSSROADS. TURN LEFT
 JU0010'AND
 JU0010'GO SOUTH FOR 0.2 KM (0.1 MI) ON BAY BOULEVARD TO THE AZIMUTH MARK
 JU0010'ON THE RIGHT.
 JU0010'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 1.1 KM (0.7 MI) ON BAY
 JU0010'BOULEVARD TO THE STATION ON THE LEFT.
 JU0010'
 JU0010'THE STATION IS A STANDARD CGS DISK
 JU0010'STAMPED---LAVALLETTE 1932---,
 JU0010'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU0010'30 CM ON SIDE PROJECTING 8 CM ABOVE GROUND.  LOCATED
 JU0010'42.9 METERS (140.6 FT) SOUTHWEST FROM THE CENTER OF WASHINGTON
 JU0010'BOULEVARD,
 JU0010'11.3 METERS (37.0 FT) SOUTHEAST FROM THE CENTER OF THE NORTH BOUND
 JU0010'LANE OF BAY BOULEVARD,
 JU0010'7.1 METERS (23.3 FT) NORTHEAST FROM THE NORTHWEST CORNER OF A HOUSE
 JU0010'NUMBERED 1305,
 JU0010'0.9 METERS (3.0 FT) NORTHEAST FROM A DOUBLE TRUNK SASSAFRASS TREE
 JU0010'AND
 JU0010'0.6 METERS (1.9 FT) WEST FROM A WITNESS POST.
 JU0010'
 JU0010'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK
 JU0010'STAMPED---LAVALLETTE NO 1 1932---,
 JU0010'SET INTO A DRILL HOLE IN A CURB ALONG THE NORTH SIDE OF THE NORTH
 JU0010'BOUND LANE OF BAT BOULEVARD.
 JU0010'33.8 METERS (111.0 FT) NORTH-NORTHEAST FROM THE NORTHWEST CORNER OF
 JU0010'THE HOUSE NUMBERED 1305,
 JU0010'26.0 METERS (85.4 FT) NORTH FROM A WITNESS POST,
 JU0010'14.8 METERS (49.0 FT) SOUTH-SOUTHWEST FROM THE CENTER OF WASHINGTON
 JU0010'AVENUE AND
 JU0010'4.9 METERS (16.0 FT) EAST-SOUTHEAST FROM THE CENTER OF BAY
 JU0010'BOULEVARD.
 JU0010'MARK IS 0.41 METERS BELOW THE STATION.
 JU0010'
 JU0010'REFERENCE MARK NO. 5 IS A STANDARD NGS DISK
 JU0010'STAMPED---LAVALLETTE 1932 NO 5 1984---,
 JU0010'SET INTO A DRILL HOLE IN A CURB ALONG THE WEST SIDE OF THE SOUTH
 JU0010'BOUND LANE OF BAY BOULEVARD,
 JU0010'31.8 METERS (104.2 FT) NORTH-NORTHEAST FROM A POWER POLE JCL4A,
 JU0010'5.5 METERS (18.0 FT) WEST-NORTHWEST FROM THE CENTER OF THE SOUTH
 JU0010'BOUND LANE OF BAY BOULEVARD AND
 JU0010'2.6 METERS (8.5 FT) SOUTH-SOUTHWEST FROM A POWER POLE JC3LA.
 JU0010'MARK IS 0.29 METERS ABOVE THE STATION.
 JU0010'
 JU0010'AZIMUTH MARK NO. 2 IS A STANDARD CGS DISK
 JU0010'STAMPED---LAVALLETTE 1932---,
 JU0010'SET INTO A DRILL HOLE IN A CONCRETE APPROACH TO A BOARD WALK AND
 JU0010'BOAT LANDING,
 JU0010'22.7 METERS (74.5 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 JU0010'PAVALLION,
 JU0010'16.5 METERS (54.0 FT) WEST-NORTHWEST FROM THE CENTER OF BAY
 JU0010'BOULEVARD,
 JU0010'4.2 METERS (13.9 FT) SOUTHWEST FROM A POWER POLE BT 287LA AND
 JU0010'1.7 METERS (5.5 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE CONCRETE
 JU0010'APPROACH.
 JU0010'
 JU0010'TO REACH THE AZIMUTH FROM THE STATION,
 JU0010'GO NORTH FOR 1.1 KM (0.7 MI) ON BAY BOULEVARD TO THE MARK ON THE
 JU0010'LEFT.
 JU0010'
 JU0010'DESCRIBED BY R G POUST.
 JU0010
 JU0010                          STATION RECOVERY (1984)
 JU0010
 JU0010'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0010'WITNESS POST NEXT TO MARK. MARK BECOMING OVERGROWN WITH WEEDS AND
 JU0010'BRUSH.
 JU0010
 JU0010                          STATION RECOVERY (1984)
 JU0010
 JU0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JU0010'RECOVERED IN GOOD CONDITION.
 JU0010
 JU0010                          STATION RECOVERY (1987)
 JU0010
 JU0010'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0010'RECOVERED IN GOOD CONDITION.
 JU0010
 JU0010                          STATION RECOVERY (1987)
 JU0010
 JU0010'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0010'RECOVERED IN GOOD CONDITION.
 JU0010
 JU0010                          STATION RECOVERY (1990)
 JU0010
 JU0010'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 JU0010'MARK NOT FOUND.
 JU0010
 JU0010                          STATION RECOVERY (1991)
 JU0010
 JU0010'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 JU0010'THE STATION WAS NOT RECOVERED AT THIS TIME, THE WITNESS POST WAS FOUND
 JU0010'BROKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0006 ***********************************************************************
 JU0006  DESIGNATION -  LAVALLETTE AZ MK
 JU0006  PID         -  JU0006
 JU0006  STATE/COUNTY-  NJ/OCEAN
 JU0006  USGS QUAD   -  SEASIDE PARK (1989)
 JU0006
 JU0006                         *CURRENT SURVEY CONTROL
 JU0006  ___________________________________________________________________
 JU0006* NAD 83(1996)-  39 58 26.08480(N)    074 04 17.42506(W)     ADJUSTED  
 JU0006* NAVD 88     -         0.660  (meters)       2.17   (feet)  POSTED    
 JU0006  ___________________________________________________________________
 JU0006  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 JU0006  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU0006  DYNAMIC HT  -           0.660 (meters)       2.17  (feet)  COMP
 JU0006  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 JU0006
 JU0006  HORZ ORDER  -  THIRD
 JU0006  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JU0006
 JU0006.The horizontal coordinates were established by classical geodetic methods
 JU0006.and adjusted by the National Geodetic Survey in September 1999..
 JU0006.No horizontal observational check was made to the station.
 JU0006
 JU0006.The orthometric height was determined by differential leveling
 JU0006.and adjusted by the National Geodetic Survey in 1992..
 JU0006.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JU0006.rate of 4.1 thru 8.0 mm/km.
 JU0006
 JU0006.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0006
 JU0006.The geoid height was determined by GEOID03.
 JU0006
 JU0006.The dynamic height is computed by dividing the NAVD 88
 JU0006.geopotential number by the normal gravity value computed on the
 JU0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0006.degrees latitude (g = 980.6199 gals.).
 JU0006
 JU0006.The modeled gravity was interpolated from observed gravity values.
 JU0006
 JU0006;                    North         East     Units Scale Factor Converg.
 JU0006;SPC NJ       -   126,706.009   186,600.994   MT  0.99991649   +0 16 31.0
 JU0006;SPC NJ       -   415,701.30    612,206.76   sFT  0.99991649   +0 16 31.0
 JU0006;UTM  18      - 4,425,274.504   579,286.653   MT  0.99967739   +0 35 47.5
 JU0006
 JU0006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0006!SPC NJ       -   1.00000509  x   0.99991649  =   0.99992158
 JU0006!UTM  18      -   1.00000509  x   0.99967739  =   0.99968247
 JU0006
 JU0006                          SUPERSEDED SURVEY CONTROL
 JU0006
 JU0006  NAD 83(1986)-  39 58 26.07946(N)    074 04 17.42032(W) AD(       ) 3
 JU0006  NGVD 29 (04/16/92)    1.006  (m)            3.30   (f) ADJUSTED    1 1
 JU0006
 JU0006.Superseded values are not recommended for survey control.
 JU0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0006.See file dsdata.txt to determine how the superseded data were derived.
 JU0006
 JU0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7928725275(NAD 83)
 JU0006_MARKER: DZ = AZIMUTH MARK DISK
 JU0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0006_SP_SET: SIDEWALK
 JU0006_STAMPING: LAVALLETTE 1932
 JU0006_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0006
 JU0006  HISTORY     - Date     Condition        Report By
 JU0006  HISTORY     - 1962     MONUMENTED       CGS
 JU0006  HISTORY     - 1964     GOOD             CGS
 JU0006  HISTORY     - 1984     GOOD             NGS
 JU0006  HISTORY     - 1987     GOOD             USPSQD
 JU0006  HISTORY     - 1990     GOOD             USPSQD
 JU0006  HISTORY     - 19940808 GOOD             USPSQD
 JU0006
 JU0006                          STATION DESCRIPTION
 JU0006
 JU0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0006'AT LAVALLETTE.
 JU0006'AT LAVALLETTE, ABOUT 0.35 MILE NORTH ALONG GRAND CENTRAL AVENUE
 JU0006'(STATE HIGHWAY 35) FROM THE MUNICIPAL BUILDING, THENCE 0.15
 JU0006'MILE WEST ALONG REESE AVENUE, BETWEEN REESE AND PRESIDENT
 JU0006'AVENUES, 189 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION
 JU0006'OF PRESIDENT AVENUE AND THE SOUTH-BOUND LANE OF BAY BLVD., 124
 JU0006'FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF REESE AVENUE
 JU0006'AND THE SOUTH-BOUND LANE OF THE BOULEVARD, 58 FEET WEST OF
 JU0006'THE CENTER LINE OF THE SOUTH-BOUND LANE OF THE BOULEVARD,
 JU0006'14 1/2 FEET SOUTH OF POWER LINE POLE 287, 0.5 FEET NORTH OF
 JU0006'THE SOUTH EDGE OF THE SIDEWALK, 9.0 FEET SOUTH OF THE SOUTHEAST
 JU0006'CORNER OF AN OUTDOOR TELEPHONE BOOTH, ABOUT LEVEL WITH THE
 JU0006'BOULEVARD AND SET IN THE TOP OF THE SOUTH EDGE OF THE SIDEWALK
 JU0006'LEADING TO A SMALL PIER.
 JU0006
 JU0006                          STATION RECOVERY (1984)
 JU0006
 JU0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 JU0006'THE STATION IS LOCATED ABOUT 12.5 KM (7.75 MI)
 JU0006'NORTHEAST OF TOMS RIVER AND
 JU0006'10.75 KM (6.75 MI) SOUTH OF POINT PLEASANT AND ON THE NORTHWEST
 JU0006'EDGE OF LAVALLETTE.
 JU0006'OWNERSHIP--CITY OF LAVALLETTE.
 JU0006'
 JU0006'TO REACH THE STATION FROM THE POST OFFICE IN LAVALLETTE, GO WEST ON
 JU0006'GUYER AVENUE FOR 0.3 KM (0.2 MI) TO A CROSSROADS.  TURN LEFT AND
 JU0006'GO SOUTH ON BAY BOULEVARD FOR 0.15 KM (0.1 MI ) TO THE STATION ON
 JU0006'THE RIGHT.
 JU0006'
 JU0006'THE STATION IS A STANDARD CGS DISK
 JU0006'STAMPED---LAVALLETTE 1932---,
 JU0006'SET INTO A DRILL HOLE IN A CONCRETE APPROACH TO A BOARDWALK AND
 JU0006'BOAT LANDING,
 JU0006'22.7 METERS (74.5 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 JU0006'PAVALLION,
 JU0006'16.5 METERS (54.0 FT) WEST-NORTHWEST FROM THE CENTER OF BAY
 JU0006'BOULEVARD,
 JU0006'4.2 METERS (13.9 FT) SOUTHWEST FROM A POWER POLE BT 2876A AND
 JU0006'1.7 METERS (5.5 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE CONCRETE
 JU0006'APPROACH.
 JU0006'
 JU0006'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 JU0006'
 JU0006'DESCRIBED BY R G POUST.
 JU0006
 JU0006                          STATION RECOVERY (1987)
 JU0006
 JU0006'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0006'RECOVERED IN GOOD CONDITION.
 JU0006
 JU0006                          STATION RECOVERY (1990)
 JU0006
 JU0006'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 JU0006'RECOVERED IN GOOD CONDITION.
 JU0006
 JU0006                          STATION RECOVERY (1994)
 JU0006
 JU0006'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0009 ***********************************************************************
 JU0009  DESIGNATION -  LAVALLETTE RM 1
 JU0009  PID         -  JU0009
 JU0009  STATE/COUNTY-  NJ/OCEAN
 JU0009  USGS QUAD   -  SEASIDE PARK (1989)
 JU0009
 JU0009                         *CURRENT SURVEY CONTROL
 JU0009  ___________________________________________________________________
 JU0009* NAD 83(1996)-  39 58 08.93970(N)    074 04 24.28668(W)     ADJUSTED  
 JU0009* NAVD 88     -         0.813  (meters)       2.67   (feet)  ADJUSTED  
 JU0009  ___________________________________________________________________
 JU0009  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 JU0009  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU0009  DYNAMIC HT  -           0.813 (meters)       2.67  (feet)  COMP
 JU0009  MODELED GRAV-     980,163.0   (mgal)                       NAVD 88
 JU0009
 JU0009  HORZ ORDER  -  THIRD
 JU0009  VERT ORDER  -  FIRST     CLASS I
 JU0009
 JU0009.The horizontal coordinates were established by classical geodetic methods
 JU0009.and adjusted by the National Geodetic Survey in September 1999..
 JU0009.No horizontal observational check was made to the station.
 JU0009
 JU0009.The orthometric height was determined by differential leveling
 JU0009.and adjusted by the National Geodetic Survey in June 1991..
 JU0009
 JU0009.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0009
 JU0009.The geoid height was determined by GEOID03.
 JU0009
 JU0009.The dynamic height is computed by dividing the NAVD 88
 JU0009.geopotential number by the normal gravity value computed on the
 JU0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0009.degrees latitude (g = 980.6199 gals.).
 JU0009
 JU0009.The modeled gravity was interpolated from observed gravity values.
 JU0009
 JU0009;                    North         East     Units Scale Factor Converg.
 JU0009;SPC NJ       -   126,176.476   186,440.715   MT  0.99991634   +0 16 26.5
 JU0009;SPC NJ       -   413,963.99    611,680.91   sFT  0.99991634   +0 16 26.5
 JU0009;UTM  18      - 4,424,744.207   579,129.383   MT  0.99967708   +0 35 42.9
 JU0009
 JU0009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0009!SPC NJ       -   1.00000506  x   0.99991634  =   0.99992140
 JU0009!UTM  18      -   1.00000506  x   0.99967708  =   0.99968214
 JU0009
 JU0009                          SUPERSEDED SURVEY CONTROL
 JU0009
 JU0009  NAD 83(1986)-  39 58 08.93429(N)    074 04 24.28212(W) AD(       ) 3
 JU0009  NGVD 29 (04/16/92)    1.160  (m)            3.81   (f) ADJUSTED    1 1
 JU0009
 JU0009.Superseded values are not recommended for survey control.
 JU0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0009.See file dsdata.txt to determine how the superseded data were derived.
 JU0009
 JU0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7912924744(NAD 83)
 JU0009_MARKER: DR = REFERENCE MARK DISK
 JU0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0009_SP_SET: CURB
 JU0009_STAMPING: LAVALLETTE NO 1 1932
 JU0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0009
 JU0009  HISTORY     - Date     Condition        Report By
 JU0009  HISTORY     - 1932     MONUMENTED       CGS
 JU0009  HISTORY     - 1964     GOOD             CGS
 JU0009  HISTORY     - 19840301 MARK NOT FOUND   NGS
 JU0009  HISTORY     - 1987     GOOD             USPSQD
 JU0009  HISTORY     - 1987     GOOD             USPSQD
 JU0009  HISTORY     - 1987     GOOD             USPSQD
 JU0009  HISTORY     - 1990     GOOD             USPSQD
 JU0009  HISTORY     - 19940808 GOOD             USPSQD
 JU0009  HISTORY     - 20050720 MARK NOT FOUND   USACE
 JU0009
 JU0009                          STATION DESCRIPTION
 JU0009
 JU0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0009'AT LAVALLETTE.
 JU0009'AT LAVALLETTE, ABOUT 0.05 MILE NORTH ALONG GRAND CENTRAL AVENUE
 JU0009'(STATE HIGHWAY 35) FROM THE MUNICIPAL BUILDING, THENCE 0.2
 JU0009'MILE WEST ALONG WASHINGTON AVENUE, AT THE INTERSECTION OF BAY
 JU0009'BLVD., 42 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE INTERSECTION
 JU0009'OF THE AVENUE AND THE NORTH-BOUND LANE OF THE BOULEVARD, 25
 JU0009'FEET SOUTHWEST OF A STORM DRAIN GRATING, 87.5 FEET NORTHEAST
 JU0009'OF TRIANGULATION STATION LAVALLETTE, ABOUT 1/2 FOOT ABOVE THE
 JU0009'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF THE SOUTHEAST CURB
 JU0009'OF THE BOULEVARD.
 JU0009
 JU0009                          STATION RECOVERY (1984)
 JU0009
 JU0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JU0009'MARK NOT FOUND.
 JU0009
 JU0009                          STATION RECOVERY (1987)
 JU0009
 JU0009'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0009'RECOVERED IN GOOD CONDITION.
 JU0009
 JU0009                          STATION RECOVERY (1987)
 JU0009
 JU0009'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0009'RECOVERED IN GOOD CONDITION.
 JU0009
 JU0009                          STATION RECOVERY (1987)
 JU0009
 JU0009'RECOVERY NOTE BY US POWER SQUADRON 1987 (JFH)
 JU0009'RECOVERED IN GOOD CONDITION.
 JU0009
 JU0009                          STATION RECOVERY (1990)
 JU0009
 JU0009'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 JU0009'RECOVERED IN GOOD CONDITION.
 JU0009
 JU0009                          STATION RECOVERY (1994)
 JU0009
 JU0009'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0009'RECOVERED IN GOOD CONDITION.
 JU0009
 JU0009                          STATION RECOVERY (2005)
 JU0009
 JU0009'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (SF)
 JU0009'THERE IS A PATCH IN THE CURB AT THE INDICATED TIES.  THE MARK APPEARS
 JU0009'TO HAVE BEEN REMOVED OR COVERED BY CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4280 ***********************************************************************
 JU4280  DESIGNATION -  LAVALLETTE RM 2 RESET
 JU4280  PID         -  JU4280
 JU4280  STATE/COUNTY-  NJ/OCEAN
 JU4280  USGS QUAD   -  SEASIDE PARK (1989)
 JU4280
 JU4280                         *CURRENT SURVEY CONTROL
 JU4280  ___________________________________________________________________
 JU4280* NAD 83(1986)-  39 58 01.     (N)    074 04 28.     (W)     SCALED    
 JU4280* NAVD 88     -         1.20   (meters)       3.9    (feet)  RESET     
 JU4280  ___________________________________________________________________
 JU4280  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU4280
 JU4280  VERT ORDER  -  THIRD
 JU4280
 JU4280.The horizontal coordinates were scaled from a topographic map and have
 JU4280.an estimated accuracy of +/- 6 seconds.
 JU4280
 JU4280.The orthometric height was computed from unverified reset data.
 JU4280.No vertical observational check was made to the station.
 JU4280
 JU4280.The geoid height was determined by GEOID03.
 JU4280
 JU4280;                    North         East    Units  Estimated Accuracy
 JU4280;SPC NJ       -   125,930.      186,350.      MT  (+/- 180 meters Scaled)
 JU4280
 JU4280                          SUPERSEDED SURVEY CONTROL
 JU4280
 JU4280  NGVD 29 (01/16/01)    1.55   (m)            5.1    (f) RESET       3  
 JU4280
 JU4280.Superseded values are not recommended for survey control.
 JU4280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4280.See file dsdata.txt to determine how the superseded data were derived.
 JU4280
 JU4280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK790244(NAD 83)
 JU4280_MARKER: DR = REFERENCE MARK DISK
 JU4280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4280_SP_SET: CONCRETE POST
 JU4280_STAMPING: LAVALLETTE RM 2 RESET 1984
 JU4280_MARK LOGO: NGS   
 JU4280_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4280+STABILITY: SURFACE MOTION
 JU4280
 JU4280  HISTORY     - Date     Condition        Report By
 JU4280  HISTORY     - 1984     MONUMENTED       NGS
 JU4280  HISTORY     - 19940808 GOOD             USPSQD
 JU4280
 JU4280                          STATION DESCRIPTION
 JU4280
 JU4280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JU4280'FROM THE POST OFFICE IN LAVALLETTE, GO WESTERLY ON GUYER AVENUE FOR
 JU4280'0.2 KM (0.10 MI) TO A CROSSROADS, TURN LEFT AND GO SOUTHERLY ON BAY
 JU4280'BOULEVARD FOR 1.5 KM (0.95 MI) TO A SIDE ROAD RIGHT, BEAR RIGHT AND
 JU4280'GO SOUTHWEST ON LAVALLETTE AVENUE FOR 0.1 KM (0.05 MI) TO THE MARK ON
 JU4280'THE RIGHT, 5.5 M (18.0 FT) NORTHWEST FROM THE CENTER OF THE ROAD, 7.0
 JU4280'M (23.0 FT) SOUTHEAST FROM THE SOUTH CORNER OF A HOUSE NUMBERED 12,
 JU4280'1.5 M (4.9 FT) EAST FROM A PROPERTY CORNER PIN, 0.5 M (1.6 FT) NORTH
 JU4280'FROM A POWERLINE POLE NUMBERED LA493 AND IN A STONE COVERED STRIP
 JU4280'BETWEEN THE ROAD AND SIDEWALK.
 JU4280
 JU4280                          STATION RECOVERY (1994)
 JU4280
 JU4280'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU4280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0011 ***********************************************************************
 JU0011  DESIGNATION -  LAVALLETTE RM 4
 JU0011  PID         -  JU0011
 JU0011  STATE/COUNTY-  NJ/OCEAN
 JU0011  USGS QUAD   -  SEASIDE PARK (1989)
 JU0011
 JU0011                         *CURRENT SURVEY CONTROL
 JU0011  ___________________________________________________________________
 JU0011* NAD 83(1986)-  39 58 07.     (N)    074 04 24.     (W)     SCALED    
 JU0011* NAVD 88     -         1.318  (meters)       4.32   (feet)  ADJUSTED  
 JU0011  ___________________________________________________________________
 JU0011  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU0011  DYNAMIC HT  -           1.317 (meters)       4.32  (feet)  COMP
 JU0011  MODELED GRAV-     980,163.0   (mgal)                       NAVD 88
 JU0011
 JU0011  VERT ORDER  -  FIRST     CLASS I
 JU0011
 JU0011.The horizontal coordinates were scaled from a topographic map and have
 JU0011.an estimated accuracy of +/- 6 seconds.
 JU0011
 JU0011.The orthometric height was determined by differential leveling
 JU0011.and adjusted by the National Geodetic Survey in June 1991..
 JU0011
 JU0011.The geoid height was determined by GEOID03.
 JU0011
 JU0011.The dynamic height is computed by dividing the NAVD 88
 JU0011.geopotential number by the normal gravity value computed on the
 JU0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0011.degrees latitude (g = 980.6199 gals.).
 JU0011
 JU0011.The modeled gravity was interpolated from observed gravity values.
 JU0011
 JU0011;                    North         East    Units  Estimated Accuracy
 JU0011;SPC NJ       -   126,120.      186,450.      MT  (+/- 180 meters Scaled)
 JU0011
 JU0011                          SUPERSEDED SURVEY CONTROL
 JU0011
 JU0011  NGVD 29 (04/16/92)    1.665  (m)            5.46   (f) ADJUSTED    1 1
 JU0011
 JU0011.Superseded values are not recommended for survey control.
 JU0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0011.See file dsdata.txt to determine how the superseded data were derived.
 JU0011
 JU0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK791246(NAD 83)
 JU0011_MARKER: DR = REFERENCE MARK DISK
 JU0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0011_SP_SET: MEDIAN STRIP
 JU0011_STAMPING: LAVALLETTE NO 4 1932
 JU0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0011
 JU0011  HISTORY     - Date     Condition        Report By
 JU0011  HISTORY     - 1932     MONUMENTED       CGS
 JU0011  HISTORY     - 1964     GOOD             CGS
 JU0011  HISTORY     - 19840301 MARK NOT FOUND   NGS
 JU0011  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0011  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0011  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 JU0011  HISTORY     - 19940808 MARK NOT FOUND   USPSQD
 JU0011
 JU0011                          STATION DESCRIPTION
 JU0011
 JU0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0011'AT LAVALLETTE.
 JU0011'AT LAVALLETTE, ABOUT 0.05 MILE NORTH ALONG GRAND CENTRAL AVENUE
 JU0011'(STATE HIGHWAY 35) FROM THE MUNICIPAL BUILDING, THENCE 0.2
 JU0011'MILE WEST ALONG WASHINGTON AVENUE, AT THE INTERSECTION OF BAY
 JU0011'BLVD., 158 FEET WEST OF THE CENTER OF THE INTERSECTION OF THE
 JU0011'AVENUE AND THE NORTH-BOUND LANE OF THE BOULEVARD, 67.6 FEET
 JU0011'NORTHWEST AND ACROSS THE NORTH-BOUND LANE OF THE BOULEVARD FROM
 JU0011'THE HOUSE AT 1305 BAY BOULEVARD, 66 FEET SOUTH AND ACROSS THE
 JU0011'SOUTH-BOUND LANE OF THE BOULEVARD FROM POWER LINE POLE 3,
 JU0011'71 FEET NORTHEAST AND ACROSS THE SOUTH-BOUND LANE FROM POWER
 JU0011'LINE POLE 4, 46 FEET NORTH AND ACROSS THE NORTH-BOUND LANE
 JU0011'FROM POWER LINE POLE 161, 76.4 FEET NORTHWEST AND ACROSS THE
 JU0011'NORTH-BOUND LANE FROM TRIANGULATION STATION LAVALLETTE, ABOUT
 JU0011'LEVEL WITH THE BOULEVARD AND SET IN THE TOP OF THE MEDIAN STRIP
 JU0011'IN THE CENTER OF THE BOULEVARD.
 JU0011
 JU0011                          STATION RECOVERY (1984)
 JU0011
 JU0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JU0011'MARK NOT FOUND.
 JU0011
 JU0011                          STATION RECOVERY (1987)
 JU0011
 JU0011'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0011'MARK NOT FOUND.
 JU0011
 JU0011                          STATION RECOVERY (1987)
 JU0011
 JU0011'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0011'MARK NOT FOUND.
 JU0011
 JU0011                          STATION RECOVERY (1990)
 JU0011
 JU0011'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 JU0011'MARK NOT FOUND.
 JU0011
 JU0011                          STATION RECOVERY (1994)
 JU0011
 JU0011'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4097 ***********************************************************************
 JU4097  DESIGNATION -  LAVALLETTE RM 5
 JU4097  PID         -  JU4097
 JU4097  STATE/COUNTY-  NJ/OCEAN
 JU4097  USGS QUAD   -  SEASIDE PARK (1989)
 JU4097
 JU4097                         *CURRENT SURVEY CONTROL
 JU4097  ___________________________________________________________________
 JU4097* NAD 83(1996)-  39 58 08.82857(N)    074 04 25.88465(W)     ADJUSTED  
 JU4097* NAVD 88     -         0.94   (meters)       3.1    (feet)  RESET     
 JU4097  ___________________________________________________________________
 JU4097  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 JU4097  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU4097
 JU4097  HORZ ORDER  -  THIRD
 JU4097  VERT ORDER  -  THIRD
 JU4097
 JU4097.The horizontal coordinates were established by classical geodetic methods
 JU4097.and adjusted by the National Geodetic Survey in September 1999..
 JU4097.No horizontal observational check was made to the station.
 JU4097
 JU4097.The orthometric height was computed from unverified reset data.
 JU4097.No vertical observational check was made to the station.
 JU4097
 JU4097.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4097
 JU4097.The geoid height was determined by GEOID03.
 JU4097
 JU4097;                    North         East     Units Scale Factor Converg.
 JU4097;SPC NJ       -   126,172.867   186,402.814   MT  0.99991631   +0 16 25.5
 JU4097;SPC NJ       -   413,952.15    611,556.57   sFT  0.99991631   +0 16 25.5
 JU4097;UTM  18      - 4,424,740.387   579,091.511   MT  0.99967701   +0 35 41.9
 JU4097
 JU4097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4097!SPC NJ       -   1.00000504  x   0.99991631  =   0.99992135
 JU4097!UTM  18      -   1.00000504  x   0.99967701  =   0.99968205
 JU4097
 JU4097                          SUPERSEDED SURVEY CONTROL
 JU4097
 JU4097  NAD 83(1986)-  39 58 08.82328(N)    074 04 25.88009(W) AD(       ) 3
 JU4097  NGVD 29 (01/16/01)    1.28   (m)            4.2    (f) RESET       3  
 JU4097
 JU4097.Superseded values are not recommended for survey control.
 JU4097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4097.See file dsdata.txt to determine how the superseded data were derived.
 JU4097
 JU4097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7909224740(NAD 83)
 JU4097_MARKER: DR = REFERENCE MARK DISK
 JU4097_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4097_SP_SET: CURB
 JU4097_STAMPING: LAVALLETTE 1932 NO 5 1984
 JU4097_MARK LOGO: NGS   
 JU4097_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4097
 JU4097  HISTORY     - Date     Condition        Report By
 JU4097  HISTORY     - 1984     MONUMENTED
 JU4097  HISTORY     - 19840301 GOOD             NGS
 JU4097  HISTORY     - 19940808 GOOD             USPSQD
 JU4097
 JU4097                          STATION DESCRIPTION
 JU4097
 JU4097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JU4097'FROM THE POST OFFICE IN LAVALLETTE, GO WESTERLY ON GUYER AVENUE FOR
 JU4097'0.3 KM (0.20 MI) TO A CROSSROADS, TURN LEFT AND GO SOUTH ON BAY
 JU4097'BOULEVARD FOR 1.3 KM (0.80 MI) TO THE MARK ON THE RIGHT ABOUT 91.5 M
 JU4097'(300.2 FT) EAST FROM THE BARNEGAT BAY, 31.8 NORTH-NORTHEAST FROM A
 JU4097'POWERLINE POLE NUMBERED JC4LA, 2.6 M (8.5 FT) SOUTH-SOUTHWEST FROM A
 JU4097'POWERLINE POLE NUMBERED JC3LA AND 5.5 M (18.0 FT) WEST-NORTHWEST FROM
 JU4097'THE CENTER OF THE SOUTH BOUND LANES OF BAY BOULEVARD.
 JU4097
 JU4097                          STATION RECOVERY (1994)
 JU4097
 JU4097'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU4097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2615 ***********************************************************************
 JU2615  DESIGNATION -  LAYMAN
 JU2615  PID         -  JU2615
 JU2615  STATE/COUNTY-  NJ/OCEAN
 JU2615  USGS QUAD   -  SEASIDE PARK (1989)
 JU2615
 JU2615                         *CURRENT SURVEY CONTROL
 JU2615  ___________________________________________________________________
 JU2615* NAD 83(1996)-  39 54 18.90290(N)    074 04 50.49099(W)     ADJUSTED  
 JU2615* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2615  ___________________________________________________________________
 JU2615  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 JU2615  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JU2615
 JU2615  HORZ ORDER  -  THIRD
 JU2615
 JU2615.The horizontal coordinates were established by classical geodetic methods
 JU2615.and adjusted by the National Geodetic Survey in September 1999..
 JU2615
 JU2615.The orthometric height was scaled from a topographic map.
 JU2615
 JU2615.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2615
 JU2615.The geoid height was determined by GEOID03.
 JU2615
 JU2615;                    North         East     Units Scale Factor Converg.
 JU2615;SPC NJ       -   119,079.265   185,852.244   MT  0.99991582   +0 16 08.4
 JU2615;SPC NJ       -   390,679.22    609,750.24   sFT  0.99991582   +0 16 08.4
 JU2615;UTM  18      - 4,417,645.512   578,580.815   MT  0.99967602   +0 35 23.2
 JU2615
 JU2615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2615!SPC NJ       -   1.00000494  x   0.99991582  =   0.99992076
 JU2615!UTM  18      -   1.00000494  x   0.99967602  =   0.99968096
 JU2615
 JU2615|---------------------------------------------------------------------|
 JU2615| PID    Reference Object                     Distance      Geod. Az  |
 JU2615|                                                           dddmmss.s |
 JU2615| CB2163 LAYMAN RM 2                          29.200 METERS 18003     |
 JU2615| JU2617 ISLAND BEACH CG LOOKOUT SPIRE       APPROX. 1.1 KM 1852722.1 |
 JU2615| CB2162 LAYMAN RM 1                          66.580 METERS 27733     |
 JU2615| JU2580 SEASIDE PARK WATER TANK             APPROX. 1.0 KM 3501607.0 |
 JU2615|---------------------------------------------------------------------|
 JU2615
 JU2615                          SUPERSEDED SURVEY CONTROL
 JU2615
 JU2615  NAD 83(1986)-  39 54 18.89601(N)    074 04 50.48507(W) AD(       ) 3
 JU2615  NAD 27      -  39 54 18.46300(N)    074 04 51.99500(W) AD(       ) 3
 JU2615
 JU2615.Superseded values are not recommended for survey control.
 JU2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2615.See file dsdata.txt to determine how the superseded data were derived.
 JU2615
 JU2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7858117646(NAD 83)
 JU2615_MARKER: DS = TRIANGULATION STATION DISK
 JU2615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2615_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU2615
 JU2615  HISTORY     - Date     Condition        Report By
 JU2615  HISTORY     - 1926     MONUMENTED       CGS
 JU2615  HISTORY     - 1935     GOOD             CGS
 JU2615  HISTORY     - 1947     GOOD             NJGS
 JU2615  HISTORY     - 1951     GOOD             CGS
 JU2615  HISTORY     - 1962     MARK NOT FOUND   CGS
 JU2615  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 JU2615
 JU2615                          STATION DESCRIPTION
 JU2615
 JU2615'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (WHB)
 JU2615'STATION IS ON ISLAND BEACH ABOUT 10 MILES N OF BARNEGAT LIGHT
 JU2615'HOUSE, 3/4 MILE NW OF THE ISLAND BEACH COAST GUARD STATION, 1/2
 JU2615'MILE S OF THE SEASIDE PARK PENNSYLVANIA RAILROAD PASSENGER STATION,
 JU2615'115 FEET SW FROM THE SW CORNER OF THE SEASIDE PARK FISHERIES
 JU2615'BUILDING, 93.8 FEET SE OF THE NW CORNER AND 100.7 FEET SW OF THE
 JU2615'NE CORNER OF THE CONCRETE FOUNDATION OF A BURNED DOWN ICE PLANT,
 JU2615'AND 900 FEET W OF THE OCEAN HIGH-WATER LINE ON A SAND KNOLL
 JU2615'WITH QUITE A FEW BEACH PLUMB BUSHES SCATTERED ABOUT, ON THE N
 JU2615'PROPERTY LINE OF THE BARNEGAT BAY AND BEACH COMPANYS HOLDINGS.
 JU2615'A 1 1/2-INCH IRON ROD 4 FEET LONG WAS DRIVEN 2-1/2 FEET
 JU2615'INTO THE GROUND ALONGSIDE THE STATION MARK.
 JU2615'
 JU2615'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2615'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A, AND 11B.
 JU2615'
 JU2615'THE UNDERGROUND MARK IS UNSTAMPED.
 JU2615'
 JU2615'REFERENCE MARK NO.1 IS ON THE BARNEGAT BAY AND BEACH COMPANYS
 JU2615'N PROPERTY LINE IN THE MEADOW W OF THE STATION.  REFERENCE MARK
 JU2615'NO.2 IS ON THE SAME KNOLL THAT THE STATION IS ON.  BOTH REFERENCE
 JU2615'MARKS PROJECT ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 JU2615
 JU2615                          STATION RECOVERY (1935)
 JU2615
 JU2615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2615'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE,
 JU2615'EXCEPTING THAT THE BUILDING OF THE SEASIDE PARK FISHERIES
 JU2615'MENTIONED HAS BEEN REMOVED.
 JU2615'
 JU2615'REFERENCE MARKS TO BE RECOVERED AND CHECKED.
 JU2615
 JU2615                          STATION RECOVERY (1947)
 JU2615
 JU2615'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1947 (DLS)
 JU2615'STATION RECOVERED IN FAIR CONDITION.  EROSION IS LIABLE TO DESTROY
 JU2615'IT SOON.  STATION IS 27.1 FEET E OF SE CORNER OF BERKELY FISH
 JU2615'COMPANY COLD STORAGE BUILDING AND 66.0 FEET SE OF NE CORNER OF THE
 JU2615'COMPRESSOR HOUSE.  IT IS 172 FEET E OF THE CENTER LINE OF THE
 JU2615'MAIN ROAD.
 JU2615'
 JU2615'REFERENCE MARKS SEEM TO HAVE BEEN DESTROYED BY EROSION.
 JU2615
 JU2615                          STATION RECOVERY (1951)
 JU2615
 JU2615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2615'STATION MARK RECOVERED IN GOOD CONDITION.  R.M. 1 WAS NOT FOUND
 JU2615'AFTER THE DIRECTION WAS OBSERVED FROM THE STATION.  IT HAS
 JU2615'EVIDENTLY BEEN COVERED BY FILL.  R.M. 2 WAS NOT FOUND AND HAS
 JU2615'PROBABLY BEEN DESTROYED BY EROSION OF THE SAND DUNE.  A STEEL
 JU2615'DRUM FILLED WITH CONCRETE HAS BEEN PLACED AROUND THE STATION
 JU2615'MARK.  PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT.
 JU2615
 JU2615                          STATION RECOVERY (1962)
 JU2615
 JU2615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2615'NOT RECOVERED.  THE STATION MARK WEATHERED OUT OF THE SAND AND
 JU2615'ROLLED DOWN THE EAST SLOPE OF THE DUNE, WHERE IT IS NOW BURIED
 JU2615'IN THE SHIFTING SAND, ACCORDING TO THE HEAD PARK
 JU2615'RANGER.  NEITHER OF THE RMS COULD BE FOUND.
 JU2615
 JU2615                          STATION RECOVERY (1995)
 JU2615
 JU2615'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2800 ***********************************************************************
 JU2800  DESIGNATION -  LEEDS POINT
 JU2800  PID         -  JU2800
 JU2800  STATE/COUNTY-  NJ/ATLANTIC
 JU2800  USGS QUAD   -  OCEANVILLE (1989)
 JU2800
 JU2800                         *CURRENT SURVEY CONTROL
 JU2800  ___________________________________________________________________
 JU2800* NAD 83(1996)-  39 29 02.39945(N)    074 25 58.65428(W)     ADJUSTED  
 JU2800* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 JU2800  ___________________________________________________________________
 JU2800  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 JU2800  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JU2800
 JU2800  HORZ ORDER  -  FIRST
 JU2800
 JU2800.The horizontal coordinates were established by classical geodetic methods
 JU2800.and adjusted by the National Geodetic Survey in September 1999..
 JU2800
 JU2800.The orthometric height was scaled from a topographic map.
 JU2800
 JU2800.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2800
 JU2800.The geoid height was determined by GEOID03.
 JU2800
 JU2800;                    North         East     Units Scale Factor Converg.
 JU2800;SPC NJ       -    72,230.951   155,767.126   MT  0.99990041   +0 02 33.5
 JU2800;SPC NJ       -   236,977.71    511,045.98   sFT  0.99990041   +0 02 33.5
 JU2800;UTM  18      - 4,370,642.244   548,764.912   MT  0.99962928   +0 21 38.0
 JU2800
 JU2800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2800!SPC NJ       -   1.00000333  x   0.99990041  =   0.99990374
 JU2800!UTM  18      -   1.00000333  x   0.99962928  =   0.99963261
 JU2800
 JU2800|---------------------------------------------------------------------|
 JU2800| PID    Reference Object                     Distance      Geod. Az  |
 JU2800|                                                           dddmmss.s |
 JU2800| CB2166 LEEDS POINT RM 1                                   01723     |
 JU2800| JU2810 SEAVIEW COUNTRY CLUB STANDPIPE      APPROX. 5.2 KM 2231223.5 |
 JU2800| JU2805 SEAVIEW COUNTRY CLUB STACK          APPROX. 5.2 KM 2232139.3 |
 JU2800| CB2167 LEEDS POINT RM 2                                   28700     |
 JU2800| CB2168 LEEDS POINT RM 3                                   3281126.9 |
 JU2800|---------------------------------------------------------------------|
 JU2800
 JU2800                          SUPERSEDED SURVEY CONTROL
 JU2800
 JU2800  NAD 83(1986)-  39 29 02.39113(N)    074 25 58.64844(W) AD(       ) 1
 JU2800  NAD 27      -  39 29 01.96700(N)    074 26 00.11400(W) AD(       ) 1
 JU2800
 JU2800.Superseded values are not recommended for survey control.
 JU2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2800.See file dsdata.txt to determine how the superseded data were derived.
 JU2800
 JU2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4876570642(NAD 83)
 JU2800_MARKER: DS = TRIANGULATION STATION DISK
 JU2800_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU2800_SP_SET: CLAY TILE IN EARTH
 JU2800_MARK LOGO: CGS   
 JU2800_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2800_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2800+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1990
 JU2800
 JU2800  HISTORY     - Date     Condition        Report By
 JU2800  HISTORY     - 1867     MONUMENTED       CGS
 JU2800  HISTORY     - 1929     GOOD             CGS
 JU2800  HISTORY     - 1932     GOOD             CGS
 JU2800  HISTORY     - 1935     GOOD             CGS
 JU2800  HISTORY     - 1962     GOOD             CGS
 JU2800  HISTORY     - 19900925 SEE DESCRIPTION  NJGS
 JU2800
 JU2800                          STATION DESCRIPTION
 JU2800
 JU2800'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (ERM)
 JU2800'THIS STATION WAS RECOVERED.  SURFACE MARK, A MARBLE POST 6
 JU2800'INCHES SQUARE WITH RIGHT ANGLE LINES CUT ACROSS THE FACES.  THE
 JU2800'UNDERGROUND MARK IS A 6-INCH TILE SECTION, 3 FEET IN THE
 JU2800'GROUND.  THE CENTER OF A PIPE AGREED WITH INTERSECTION OF LINES
 JU2800'ON POST.  THIS SECTION OF TILE WAS DUG OUT TO DEPTH OF 8 INCHES
 JU2800'AND FILLED WITH CEMENT.  IN THIS WAS SET A STANDARD TABLET.  A
 JU2800'10-INCH SECTION OF TERRA COTTA TILE 3 FEET, 4 INCHES, WAS SET
 JU2800'IN HOLE AFTER 8 INCHES OF SAND WAS PUT OVER THE CEMENT
 JU2800'BLOCK.  CEMENT WAS THEN PUT AROUND CYLINDER ON THE OUTSIDE.
 JU2800'A PIECE OF SHEET IRON WAS PUT OVER THE UNDERGROUND MARK.
 JU2800'CEMENT WAS PUT INSIDE WITHIN 2 FEET OF TOP.  THE MARBLE POST,
 JU2800'WITH STANDARD TABLET SET IN IT, WAS THEN PUT IN CYLINDER
 JU2800'AND THE SPACE WAS FILLED IN WITH CEMENT.  JUST BELOW SURFACE TO
 JU2800'12 INCHES ABOVE GROUND SURFACE, THE CEMENT IS SQUARED UP TO 18
 JU2800'INCHES.  THE REFERENCE MARKS ARE LEFT 8 INCHES ABOVE
 JU2800'GROUND.  STANDARD REFERENCE TABLETS ARE SET IN 3-FOOT
 JU2800'SECTIONS OF 6-INCH TILE ON PROPERTY OF DR. HOE.
 JU2800'
 JU2800'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2800'DISKS SET IN CONCRETE IN THE TOP OF A TILE AS DESCRIBED IN NOTES
 JU2800'6B, 7A, AND 13A.
 JU2800'
 JU2800'LEAVE MAIN HIGHWAY TO LEEDS POINT, 0.2 MILE BELOW SCHOOLHOUSE,
 JU2800'GO DOWN DICKEYS DITCH ROAD 0.4 MILE ALMOST TO THE TOP OF RIDGE
 JU2800'AT BLAZED CEDAR TREE.  THENCE BLAZED TRAIL TO STATION AT TOP
 JU2800'OF RIDGE ABOUT 200 YARDS TO STATION FROM ROAD.
 JU2800'
 JU2800'REFERENCE MARK NO.1 IS 7.340 METERS DISTANT FROM THE STATION.
 JU2800'
 JU2800'REFERENCE MARK NO. 2 IS 5.810 METERS DISTANT FROM THE STATION.
 JU2800
 JU2800                          STATION RECOVERY (1932)
 JU2800
 JU2800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2800'STATION RECOVERED AS DESCRIBED IN EXCELLENT CONDITION.
 JU2800'
 JU2800'THE TWO REFERENCE MARKS WERE FOUND IN GOOD CONDITION BUT THE
 JU2800'DISTANCES AND NUMBERS OF MARKS ARE REVERSED FROM THE DESCRIPTION
 JU2800'OF 1929.
 JU2800
 JU2800                          STATION RECOVERY (1935)
 JU2800
 JU2800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2800'BEGINNING AT RIGHT (N) FORK OF U.S. HIGHWAY 30 (N.J. 43) IN
 JU2800'ABSECON PROCEED N ON U.S. HIGHWAY 9 (N.J. 4) 3.8 MILES TO
 JU2800'OCEANVILLE.  TAKE RIGHT (E) FORK OF ROAD LEADING TO LEEDS POINT,
 JU2800'PROCEED 1.6 MILES, TURN RIGHT (SE) INTO DICKEYS DITCH ROAD.  GO
 JU2800'0.4 MILE TO BLAZED CEDAR AND PATCH TO STATION.  DESCRIPTION OF
 JU2800'MARTIN WITH EXCEPTION OF NOTE MADE BY MEANEY IS
 JU2800'ADEQUATE.  REFERENCE MARK NO. 3 1932 IS 10 FEET N OF DICKEYS
 JU2800'DITCH ROAD AND 0.1 MILE S OF MAIN ROAD TO LEEDS POINT.
 JU2800
 JU2800                          STATION RECOVERY (1962)
 JU2800
 JU2800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2800'STATION AND 3 REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 JU2800'DESCRIBED WITH THE FOLLOWING CHANGES.
 JU2800'
 JU2800'DICKEYS DITCH ROAD, THOUGH STILL KNOWN LOCALLY BY THAT NAME,
 JU2800'IS NOW RICHARDS LANE.
 JU2800'
 JU2800'TO REACH THE STATION FROM THE JUNCTION OF LEEDS POINT ROAD AND
 JU2800'RICHARDS LANE, GO SOUTHEAST ON RICHARDS LANE FOR 0.15 MILE TO
 JU2800'THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTHEAST FOR 0.3 MILE TO
 JU2800'A DIM ROAD ON THE RIGHT, AT THE LOW SPOT IN THE LANE.  TURN
 JU2800'RIGHT AND GO UP GRADE FOR 0.1 MILE TO THE END OF THE ROAD AND
 JU2800'THE STATION ON THE LEFT.
 JU2800'
 JU2800'RM 3 (AZIMUTH MARK) IS 16 FEET NORTHEAST OF THE CENTER OF THE
 JU2800'LANE, 135 FEET NORTHWEST OF POLE NO. P 21069 AND 108 FEET
 JU2800'SOUTHEAST OF POLE NO. P 21068.
 JU2800
 JU2800                          STATION RECOVERY (1990)
 JU2800
 JU2800'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2800'THE STATION WAS NOT RECOVERED AT THIS TIME.  THE AZIMUTH MARK WAS
 JU2800'RECOVERED. TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S.
 JU2800'HIGHWAY 9 AND LEEDS POINT ROAD, COUNTY ROAD 618, IN OCEANVILLE WHICH
 JU2800'IS SOUTH OF SEAVILLE, GO 1.8 MI (2.9 KM) NORTHEAST ON LEEDS POINT
 JU2800'ROAD TO THE TEE JUNCTION WITH STONEY HILL ROAD ON THE RIGHT, TURN
 JU2800'RIGHT AND GO 0.15 MI (0.24 KM) SOUTHEAST TO THE AZIMUTH MARK ON THE
 JU2800'LEFT.  THE MAIN STATION, ACCORDING TO THE 1962 DESCRIPTION IS ANOTHER
 JU2800'0.3 MI (0.5 KM) AHEAD, PASSING THE DEPARTMENT OF ENVIRONMENTAL
 JU2800'PROTECTION GAS YARD COMPLEX ON THE LEFT, TO A DIM ROAD AT THE BOTTOM
 JU2800'OF A LOW SPOT ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2305 ***********************************************************************
 JU2305  CBN         -  This is a Cooperative Base Network Control Station.
 JU2305  DESIGNATION -  LEESBURG RESET
 JU2305  PID         -  JU2305
 JU2305  STATE/COUNTY-  NJ/CUMBERLAND
 JU2305  USGS QUAD   -  HEISLERVILLE (1977)
 JU2305
 JU2305                         *CURRENT SURVEY CONTROL
 JU2305  ___________________________________________________________________
 JU2305* NAD 83(1996)-  39 13 58.19199(N)    074 57 46.30677(W)     ADJUSTED  
 JU2305* NAVD 88     -         4.078  (meters)      13.38   (feet)  ADJUSTED  
 JU2305  ___________________________________________________________________
 JU2305  X           -   1,283,473.737 (meters)                     COMP
 JU2305  Y           -  -4,777,600.387 (meters)                     COMP
 JU2305  Z           -   4,012,352.630 (meters)                     COMP
 JU2305  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 JU2305  ELLIP HEIGHT-         -30.43  (meters)          (09/24/01) GPS OBS
 JU2305  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 JU2305  DYNAMIC HT  -           4.076 (meters)      13.37  (feet)  COMP
 JU2305  MODELED GRAV-     980,093.4   (mgal)                       NAVD 88
 JU2305
 JU2305  HORZ ORDER  -  B
 JU2305  VERT ORDER  -  FIRST     CLASS II
 JU2305  ELLP ORDER  -  FOURTH    CLASS I
 JU2305
 JU2305.The horizontal coordinates were established by GPS observations
 JU2305.and adjusted by the National Geodetic Survey in July 1997..
 JU2305
 JU2305.The orthometric height was determined by differential leveling
 JU2305.and adjusted by the National Geodetic Survey in June 1991..
 JU2305
 JU2305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2305
 JU2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2305
 JU2305.The ellipsoidal height was determined by GPS observations
 JU2305.and is referenced to NAD 83.
 JU2305
 JU2305.The geoid height was determined by GEOID03.
 JU2305
 JU2305.The dynamic height is computed by dividing the NAVD 88
 JU2305.geopotential number by the normal gravity value computed on the
 JU2305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2305.degrees latitude (g = 980.6199 gals.).
 JU2305
 JU2305.The modeled gravity was interpolated from observed gravity values.
 JU2305
 JU2305;                    North         East     Units Scale Factor Converg.
 JU2305;SPC NJ       -    44,448.344   110,039.493   MT  0.99991966   -0 17 33.9
 JU2305;SPC NJ       -   145,827.61    361,021.24   sFT  0.99991966   -0 17 33.9
 JU2305;SPC DE       -   136,951.797   239,182.105   MT  1.00001390   +0 17 13.3
 JU2305;SPC DE       -   449,316.02    784,716.62   sFT  1.00001390   +0 17 13.3
 JU2305;UTM  18      - 4,342,615.276   503,205.193   MT  0.99960013   +0 01 24.6
 JU2305
 JU2305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2305!SPC NJ       -   1.00000477  x   0.99991966  =   0.99992443
 JU2305!SPC DE       -   1.00000477  x   1.00001390  =   1.00001867
 JU2305!UTM  18      -   1.00000477  x   0.99960013  =   0.99960490
 JU2305
 JU2305:                Primary Azimuth Mark                     Grid Az
 JU2305:SPC NJ       -  LEESBURG ST PRISON SMOKESTACK            017 34 41.4
 JU2305:SPC DE       -  LEESBURG ST PRISON SMOKESTACK            016 59 54.2
 JU2305:UTM  18      -  LEESBURG ST PRISON SMOKESTACK            017 15 42.9
 JU2305
 JU2305|---------------------------------------------------------------------|
 JU2305| PID    Reference Object                     Distance      Geod. Az  |
 JU2305|                                                           dddmmss.s |
 JU2305| JU2968 LEESBURG ST PRISON SMOKESTACK       494.782 METERS 0171707.5 |
 JU2305| JU2975 BELLE PLAIN STATE FIRE TOWER        APPROX.11.3 KM 0595831.6 |
 JU2305| CB2170 LEESBURG RM 1 RESET                  40.517 METERS 08744     |
 JU2305| CB2171 LEESBURG RM 2 RESET                  41.136 METERS 21444     |
 JU2305| JU2966 LEESBURG STATE PRISON WATER TK       91.739 METERS 22957     |
 JU2305| CB2169 LEESBURG RM 3 AZIMUTH                              3160242.4 |
 JU2305|---------------------------------------------------------------------|
 JU2305
 JU2305                          SUPERSEDED SURVEY CONTROL
 JU2305
 JU2305  ELLIP H (07/24/97)  -30.46   (m)                       GP(       ) 3 2
 JU2305  ELLIP H (04/04/94)  -30.51   (m)                       GP(       ) 3 1
 JU2305  NAD 83(1992)-  39 13 58.19164(N)    074 57 46.30645(W) AD(       ) B
 JU2305  ELLIP H (12/31/92)  -30.50   (m)                       GP(       ) 4 1
 JU2305  NAD 83(1991)-  39 13 58.17903(N)    074 57 46.30810(W) AD(       ) 1
 JU2305  NAD 83(1986)-  39 13 58.17466(N)    074 57 46.31176(W) AD(       ) 1
 JU2305  NAVD 88 (12/31/92)    4.08   (m)           13.4    (f) LEVELING    3  
 JU2305  NGVD 29 (01/10/92)    4.440  (m)           14.57   (f) ADJUSTED    1 2
 JU2305
 JU2305.Superseded values are not recommended for survey control.
 JU2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2305.See file dsdata.txt to determine how the superseded data were derived.
 JU2305
 JU2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0320542615(NAD 83)
 JU2305_MARKER: DS = TRIANGULATION STATION DISK
 JU2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2305_SP_SET: CONCRETE POST
 JU2305_STAMPING: LEESBURG 1932 1974
 JU2305_MARK LOGO: CGS   
 JU2305_PROJECTION: PROJECTING 15 CENTIMETERS
 JU2305_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU2305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2305+STABILITY: SURFACE MOTION
 JU2305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2305+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2000
 JU2305
 JU2305  HISTORY     - Date     Condition        Report By
 JU2305  HISTORY     - 1974     MONUMENTED       CGS
 JU2305  HISTORY     - 1979     GOOD             NGS
 JU2305  HISTORY     - 19900802 GOOD             NJGS
 JU2305  HISTORY     - 19900802 GOOD             NJGS
 JU2305  HISTORY     - 19920511 GOOD
 JU2305  HISTORY     - 19940831 GOOD             NJGS
 JU2305  HISTORY     - 19970108 GOOD             NJGS
 JU2305  HISTORY     - 19970110 GOOD             NGS
 JU2305  HISTORY     - 19970121 GOOD             NGS
 JU2305  HISTORY     - 19970311 GOOD             NGS
 JU2305  HISTORY     - 20001003 GOOD             NJGS
 JU2305  HISTORY     - 20001121 GOOD             NJGS
 JU2305
 JU2305                          STATION DESCRIPTION
 JU2305
 JU2305'DESCRIBED BY COAST AND GEODETIC SURVEY 1974 (CLN)
 JU2305'THE STATION SURFACE DISK WAS FOUND 2 FEET OUT OF POSITION.  THE
 JU2305'SUB-SURFACE DISK WAS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 JU2305'WAS FOUND IN GOOD CONDITION.  BOTH REFERENCE MARKS WERE FOUND
 JU2305'TILTED AND OUT OF POSITION.  THEY WERE STRAIGHTENED UP AND
 JU2305'THEIR POSITION RE-ESTABLISHED.  THE STAMPING ON THE REFERENCE
 JU2305'MARKS WERE NOT CHANGED.  A NEW STATION SURFACE AND SUB-SURFACE
 JU2305'DISK WAS SET AND THEY ARE ABOUT 2 FEET LOWER THAN THE ORIGINAL
 JU2305'MARK WAS.
 JU2305'
 JU2305'A COMPLETE NEW DESCRIPTION FOLLOWS.
 JU2305'
 JU2305'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF PORT ELIZABETH,
 JU2305'1-1/2 MILES NORTHWEST OF DELMONT AND 1 MILE EAST OF
 JU2305'LEESBURG.  IT IS ON THE GROUNDS OF THE LEESBURG STATE PRISON.
 JU2305'
 JU2305'TO REACH FROM THE POST OFFICE IN PORT ELIZABETH, GO SOUTH ON
 JU2305'STATE HIGHWAY 47 FOR 5.6 MILES TO THE ENTRANCE TO THE LEESBURG
 JU2305'STATE PRISON ON THE LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 47
 JU2305'FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH
 JU2305'ON STATE HIGHWAY 47 FOR 0.25 MILE TO A SIDE ROAD LEFT.  TURN
 JU2305'LEFT AND GO EAST ON A PAVED ROAD FOR 0.15 MILE TO A FIRE
 JU2305'HYDRANT ON THE LEFT AND THE STATION.
 JU2305'
 JU2305'THE STATION MARK IS A STANDARD DISK STAMPED LEESBURG 1932
 JU2305'1974, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 JU2305'WHICH PROJECTS 6-INCHES.  IT IS 112 FEET NORTH OF THE FIRE
 JU2305'HYDRANT, 37.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BLOCK
 JU2305'BUILDING AND 2.5 FEET SOUTH OF A WITNESS POST.  (NOTE 1A 7A)
 JU2305'
 JU2305'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LEESBURG NO 1
 JU2305'1932, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 JU2305'WHICH PROJECTS 7-INCHES.  IT IS 134 FEET EAST-SOUTHEAST OF THE
 JU2305'WITNESS POST AND 21.6 FEET SOUTHWEST OF THE NORTHEAST CORNER OF
 JU2305'THE OLD CANNERY.  (NOTE 11B)
 JU2305'
 JU2305'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LEESBURG NO 2
 JU2305'1932, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 JU2305'WHICH PROJECTS 4-INCHES.  IT IS 135 FEET SOUTHWEST OF THE
 JU2305'WITNESS POST, 17.4 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 JU2305'THE CARPENTERS SHOP AND 2.5 FEET WEST OF THE EAST SIDE OF THE
 JU2305'BLOCK BUILDING.  (NOTE 11B)
 JU2305'
 JU2305'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LEESBURG NO 3
 JU2305'1932, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 JU2305'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 22.8 FEET
 JU2305'EAST OF THE CENTER OF STATE HIGHWAY 47 AND 2 FEET SOUTH OF
 JU2305'POWERLINE POLE NUMBERED L 42.
 JU2305'
 JU2305'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2305'1 MILE EAST OF LEESBURG.
 JU2305
 JU2305                          STATION RECOVERY (1979)
 JU2305
 JU2305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU2305'5.75 MI SE FROM PORT ELIZABETH.
 JU2305'5.75 MILES SOUTHEAST ALONG STATE ROUTE 47 FROM THE VOLUNTEER FIRE
 JU2305'DEPARTMENT IN PORT ELIZABETH, SET IN THE TOP OF A 12 INCH SQUARE
 JU2305'CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 112 FEET NORTH
 JU2305'OF THE FIRE HYDRANT, 37.5 FEET NORTHEAST OF THE NORTHEST CORNER OF
 JU2305'A BLOCK BUILDING AND 2.5 FEET SOUTH OF A WITNESS POST.
 JU2305'THE MARK IS ABOVE LEVEL WITH ROAD.
 JU2305
 JU2305                          STATION RECOVERY (1990)
 JU2305
 JU2305'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2305'THE STATION IS LOCATED IN MAURICE RIVER TOWNSHIP, ON THE GROUNDS OF
 JU2305'THE BAYSIDE STATE PRISON, MINIMUM SECURITY UNIT, FORMERLY THE
 JU2305'LEESBURG STATE PRISON.  THE PRISON IS LOCATED ON STATE HIGHWAY 47,
 JU2305'ABOUT 6.0 MI (9.66 KM) SOUTH ON STATE HIGHWAY 47 FROM THE TOWN OF
 JU2305'PORT ELIZABETH AND 10.2 MI (16.41 KM) WEST NORTHWEST FROM THE
 JU2305'JUNCTION WITH STATE HIGHWAY 83 IN SOUTH DENNIS.
 JU2305'TO GAIN ADMITTANCE AND OCCUPY THE STATION, GO TO THE PRISON
 JU2305'ADMINISTRATION BUILDING.  THE STATION IS LOCATED IN THE OUTSIDE FARM
 JU2305'MACHINERY STORAGE YARD, NORTH OF AND ACROSS THE ROAD FROM THE DIARY
 JU2305'ROAD BARN COMPLEX HEADQUARTERS BUILDING, IN THE SOUTH PART OF THE
 JU2305'PRISON GROUNDS.
 JU2305'THE STATION IS 160 M (524.93 FT) EAST FROM THE CENTERLINE OF STATE
 JU2305'HIGHWAY 47, 45.6 M (149.61 FT) NORTH OF THE DIARY ROAD CENTERLINE, 86
 JU2305'M (282.15 FT) NORTHEAST FROM AND NORMAL TO THE CENTER COLUMN OF THE
 JU2305'WATER TANK, 34.1 M (111.88 FT) NORTH FROM A FIRE HYDRANT, 19.3 M
 JU2305'(63.32 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE EAST WEST LEG
 JU2305'OF AN L-SHAPED BARN, 18.0 M (59.05 FT) NORTHWEST FROM THE NORTHWEST
 JU2305'CORNER OF THE NORTH SOUTH LEG OF THE SAME BARN, 26.65 M (87.43 FT)
 JU2305'NORTH FROM THE NORTHEAST CORNER OF A CINDER BLOCK BUILDING HOUSING
 JU2305'FARM TRACTORS, 40.8 M (133.86 FT) NORTH NORTHWEST FROM A POLE WITH A
 JU2305'STREET LIGHT AT THE SOUTHWEST CORNER OF THE L-SHAPED BARN, 0.4 M
 JU2305'(1.31 FT) NORTH FROM A METAL WITNESS POST AND 0.7 M (2.30 FT) SOUTH
 JU2305'FROM A METAL WITNESS POST AND 0.15 M (0.49 FT) ABOVE THE GROUND.
 JU2305
 JU2305                          STATION RECOVERY (1990)
 JU2305
 JU2305'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2305'THE STATION IS LOCATED IN MAURICE RIVER TOWNSHIP, ON THE GROUNDS OF
 JU2305'THE BAYSIDE STATE PRISON, MINIMUM SECURITY UNIT, FORMERLY THE
 JU2305'LEESBURG STATE PRISON. THE PRISON IS LOCATED ON STATE ROUTE 47, ABOUT
 JU2305'9.7 KM (6.0 MI) SOUTH ON ROUTE 47 FROM THE TOWN OF PORT ELIZABETH AND
 JU2305'ABOUT 10.2 MI (16.4 KM) WEST NORTHWEST ON ROUTE 47 FROM ITS JUNCTION
 JU2305'WITH STATE ROUTE 83, IN SOUTH DENNIS. TO GAIN ADMITTANCE AND OCCUPY
 JU2305'THE STATION, GO TO THE PRISON ADMINISTRATION BUILDING. THE STATION IS
 JU2305'LOCATED IN THE OUTSIDE FARM MACHINERY STORAGE YARD, NORTH OF AND
 JU2305'ACROSS THE ROAD FROM THE DAIRY ROAD BARN COMPLEX HEADQUARTERS
 JU2305'BUILDING, IN THE SOUTH PART OF THE PRISON GROUNDS. THE STATION IS 160
 JU2305'M (524.9 FT) EAST OF THE ROUTE 47 CENTERLINE, 45.6 M (149.6 FT) NORTH
 JU2305'OF THE DAIRY ROAD CENTERLINE, 86 M (282.2 FT) NE OF AND NORMAL TO THE
 JU2305'CENTER COLUMN OF THE WATER TANK, 34.1 M (111.9 FT) NORTH OF A FIRE
 JU2305'HYDRANT, 19.3 M (63.3 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 JU2305'EAST WEST LEG OF AN ELL SHAPED BARN, 18.0 M (59.1 FT) NORTHWEST OF
 JU2305'THE NORTHWEST CORNER OF THE NORTH SOUTH LEG OF THE SAME BARN, 26.65 M
 JU2305'(87.43 FT) NORTH OF THE NORTHEAST CORNER OF A CINDERBLOCK BUILDING,
 JU2305'HOUSING FARM TRACTORS, 40.8 M (133.9 FT) NORTH NORTHWEST OF A POLE
 JU2305'WITH A STREET LIGHT AT THE SOUTHWEST CORNER OF THE ELL SHAPED BARN,
 JU2305'0.4 M (1.3 FT) NORTH OF A METAL WITNESS POST, 0.7 M (2.3 FT) SOUTH OF
 JU2305'A METAL WITNESS POST AND 0.15 M (0.49 FT) ABOVE THE GROUND.  A CGS
 JU2305'BENCHMARK DISK, STAMPED V 8 1930 14.780, LOCATED IN THE SOUTH SIDE OF
 JU2305'THE CONCRETE FOOTING OF THE SOUTH LEG OF THE WATER TANK, 0.5 M
 JU2305'(1.6 FT) ABOVE THE GROUND WAS ALSO RECOVERED AT THIS TIME.
 JU2305
 JU2305                          STATION RECOVERY (1992)
 JU2305
 JU2305'RECOVERED 1992
 JU2305'RECOVERED IN GOOD CONDITION.
 JU2305
 JU2305                          STATION RECOVERY (1994)
 JU2305
 JU2305'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 JU2305'THE STATION IS LOCATED IN MAURICE RIVER TOWNSHIP, ON THE GROUNDS OF
 JU2305'THE BAYSIDE STATE PRISON, MINIMUM SECURITY UNIT, FORMERLY THE LEESBURG
 JU2305'STATE PRISON.  THE PRISON IS LOCATED ON STATE HIGHWAY 47, ABOUT 6.0 MI
 JU2305'(9.7 KM) SOUTH ON STATE HIGHWAY 47 FROM THE TOWN OF PORT ELIZABETH AN
 JU2305'ABOUT 10.2 MI (16.4 KM) WEST NORTHWEST FROM THE JUNCTION WITH STATE
 JU2305'HIGHWAY 83, IN SOUTH DENNIS.  TO GAIN ADMITTANCE AND OCCUPY THE
 JU2305'STATION, GO TO THE PRISON ADMINISTRATION BUILDING.  THE STATION IS
 JU2305'LOCATED IN THE OUTSIDE FARM MACHINERY STORAGE YARD, NORTH OF AND
 JU2305'ACROSS THE ROAD FROM THE DIARY ROAD BARN COMPLEX HEADQUARTERS
 JU2305'BUILDING, IN THE SOUTH PART OF THE PRISON GROUNDS.  THE STATION IS 160
 JU2305'M (524.9 FT) EAST FROM THE CENTERLINE OF STATE HIGHWAY 47, 45.6 M
 JU2305'(149.6 FT) NORTH OF THE DIARY ROAD CENTERLINE, 86 M (282.2 FT)
 JU2305'NORTHEAST FROM AND NORMAL TO THE CENTER COLUMN OF THE WATER TANK, 34.1
 JU2305'M (111.9 FT) NORTH FROM A FIRE HYDRANT, 19.3 M (63.3 FT) NORTHWEST
 JU2305'FROM THE NORTHWEST CORNER OF THE EAST WEST LEG OF AN ELL SHAPED BARN,
 JU2305'18.0 M (59.1 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE NORTH
 JU2305'SOUTH LEG OF THE SAME BARN, 26.65 M (87.43 FT) NORTH FROM THE
 JU2305'NORTHEAST CORNER OF A CINDER BLOCK BUILDING HOUSING FARM TRACTORS,
 JU2305'40.8 M (133.9 FT) NORTH NORTHWEST FROM A POLE WITH A STREET LIGHT AT
 JU2305'THE SOUTHWEST CORNER OF THE ELL SHAPED BARN, 0.4 M (1.3 FT) NORTH FROM
 JU2305'A METAL WITNESS POST AND 0.7 M (2.3 FT) SOUTH FROM A METAL WITNESS
 JU2305'POST AND 0.15 M (0.49 FT) ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 JU2305'V 8 1930 14.780, LOCATED IN THE SOUTH SIDE OF THE CONCRETE FOOTING OF
 JU2305'THE SOUTH LEG OF THE WATER TANK AND 0.5 M (1.6 FT) ABOVE THE GROUND
 JU2305'WAS ALSO RECOVERED AT THIS TIME.
 JU2305
 JU2305                          STATION RECOVERY (1997)
 JU2305
 JU2305'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (JVS)
 JU2305'RECOVERED AS DESCRIBED.
 JU2305
 JU2305                          STATION RECOVERY (1997)
 JU2305
 JU2305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 JU2305'RECOVERED AS DESCRIBED.
 JU2305
 JU2305                          STATION RECOVERY (1997)
 JU2305
 JU2305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 JU2305'RECOVERED AS DESCRIBED.
 JU2305
 JU2305                          STATION RECOVERY (1997)
 JU2305
 JU2305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 JU2305'RECOVERED AS DESCRIBED.
 JU2305
 JU2305                          STATION RECOVERY (2000)
 JU2305
 JU2305'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (FAC)
 JU2305'RECOVERED AS DESCRIBED.
 JU2305'
 JU2305
 JU2305                          STATION RECOVERY (2000)
 JU2305
 JU2305'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (WHO)
 JU2305'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2306 ***********************************************************************
 JU2306  DESIGNATION -  LEESBURG RM 2
 JU2306  PID         -  JU2306
 JU2306  STATE/COUNTY-  NJ/CUMBERLAND
 JU2306  USGS QUAD   -  HEISLERVILLE (1977)
 JU2306
 JU2306                         *CURRENT SURVEY CONTROL
 JU2306  ___________________________________________________________________
 JU2306* NAD 83(1986)-  39 13 56.     (N)    074 57 50.     (W)     SCALED    
 JU2306* NAVD 88     -         3.629  (meters)      11.91   (feet)  ADJUSTED  
 JU2306  ___________________________________________________________________
 JU2306  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 JU2306  DYNAMIC HT  -           3.627 (meters)      11.90  (feet)  COMP
 JU2306  MODELED GRAV-     980,093.4   (mgal)                       NAVD 88
 JU2306
 JU2306  VERT ORDER  -  FIRST     CLASS II
 JU2306
 JU2306.The horizontal coordinates were scaled from a topographic map and have
 JU2306.an estimated accuracy of +/- 6 seconds.
 JU2306
 JU2306.The orthometric height was determined by differential leveling
 JU2306.and adjusted by the National Geodetic Survey in June 1991..
 JU2306
 JU2306.The geoid height was determined by GEOID03.
 JU2306
 JU2306.The dynamic height is computed by dividing the NAVD 88
 JU2306.geopotential number by the normal gravity value computed on the
 JU2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2306.degrees latitude (g = 980.6199 gals.).
 JU2306
 JU2306.The modeled gravity was interpolated from observed gravity values.
 JU2306
 JU2306;                    North         East    Units  Estimated Accuracy
 JU2306;SPC NJ       -    44,380.      109,950.      MT  (+/- 180 meters Scaled)
 JU2306
 JU2306                          SUPERSEDED SURVEY CONTROL
 JU2306
 JU2306  NGVD 29 (01/10/92)    3.991  (m)           13.09   (f) ADJUSTED    1 2
 JU2306
 JU2306.Superseded values are not recommended for survey control.
 JU2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2306.See file dsdata.txt to determine how the superseded data were derived.
 JU2306
 JU2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ031425(NAD 83)
 JU2306_MARKER: DR = REFERENCE MARK DISK
 JU2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2306_SP_SET: CONCRETE POST
 JU2306_STAMPING: LEESBURG NO 2 1932
 JU2306_PROJECTION: FLUSH
 JU2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2306+STABILITY: SURFACE MOTION
 JU2306
 JU2306  HISTORY     - Date     Condition        Report By
 JU2306  HISTORY     - 1932     MONUMENTED       CGS
 JU2306  HISTORY     - 1979     GOOD             NGS
 JU2306
 JU2306                          STATION DESCRIPTION
 JU2306
 JU2306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2306'5.75 MI SE FROM PORT ELIZABETH.
 JU2306'5.75 MILES SOUTHEST ALONG STATE HIGHWAY 47 FROM THE VOLUNTEER FIRE
 JU2306'DEPARTMENT IN PORT ELIZABETH, SET IN THE TOP OF A 12-INCH SQUARE
 JU2306'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 135 FEET SOUTHWEST
 JU2306'OF THE WITNESS POST, 17.4 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 JU2306'THE CARPENTERS SHOP AND 2.5 FEET WEST OF THE EAST SIDE OF THE BLOCK
 JU2306'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2304 ***********************************************************************
 JU2304  DESIGNATION -  LEESBURG RM 3
 JU2304  PID         -  JU2304
 JU2304  STATE/COUNTY-  NJ/CUMBERLAND
 JU2304  USGS QUAD   -  HEISLERVILLE (1977)
 JU2304
 JU2304                         *CURRENT SURVEY CONTROL
 JU2304  ___________________________________________________________________
 JU2304* NAD 83(1986)-  39 14 08.     (N)    074 57 56.     (W)     SCALED    
 JU2304* NAVD 88     -         4.003  (meters)      13.13   (feet)  ADJUSTED  
 JU2304  ___________________________________________________________________
 JU2304  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 JU2304  DYNAMIC HT  -           4.000 (meters)      13.12  (feet)  COMP
 JU2304  MODELED GRAV-     980,094.0   (mgal)                       NAVD 88
 JU2304
 JU2304  VERT ORDER  -  FIRST     CLASS II
 JU2304
 JU2304.The horizontal coordinates were scaled from a topographic map and have
 JU2304.an estimated accuracy of +/- 6 seconds.
 JU2304
 JU2304.The orthometric height was determined by differential leveling
 JU2304.and adjusted by the National Geodetic Survey in June 1991..
 JU2304
 JU2304.The geoid height was determined by GEOID03.
 JU2304
 JU2304.The dynamic height is computed by dividing the NAVD 88
 JU2304.geopotential number by the normal gravity value computed on the
 JU2304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2304.degrees latitude (g = 980.6199 gals.).
 JU2304
 JU2304.The modeled gravity was interpolated from observed gravity values.
 JU2304
 JU2304;                    North         East    Units  Estimated Accuracy
 JU2304;SPC NJ       -    44,750.      109,810.      MT  (+/- 180 meters Scaled)
 JU2304
 JU2304                          SUPERSEDED SURVEY CONTROL
 JU2304
 JU2304  NGVD 29 (01/10/92)    4.364  (m)           14.32   (f) ADJUSTED    1 2
 JU2304
 JU2304.Superseded values are not recommended for survey control.
 JU2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2304.See file dsdata.txt to determine how the superseded data were derived.
 JU2304
 JU2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ029429(NAD 83)
 JU2304_MARKER: DR = REFERENCE MARK DISK
 JU2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2304_SP_SET: CONCRETE POST
 JU2304_STAMPING: LEESBURG NO 3 1932
 JU2304_PROJECTION: FLUSH
 JU2304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2304+STABILITY: SURFACE MOTION
 JU2304
 JU2304  HISTORY     - Date     Condition        Report By
 JU2304  HISTORY     - 1932     MONUMENTED       CGS
 JU2304  HISTORY     - 1979     GOOD             NGS
 JU2304
 JU2304                          STATION DESCRIPTION
 JU2304
 JU2304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2304'5.5 MI SE FROM PORT ELIZABETH.
 JU2304'5.5 MILES SOUTHEAST ALONG STATE ROUTE 47 FROM THE VOLUNTEER FIRE
 JU2304'DEPARTMENT IN PORT ELIZABETH, SET IN THE TOP OF A 12 INCH SQUARE
 JU2304'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 JU2304'IT IS 22.8 FEET EAST OF THE CENTER OF STATE HIGHWAY 47 AND 2 FEET
 JU2304'SOUTH OF POWERLINE POLE NUMBERED L 42.
 JU2304'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2966 ***********************************************************************
 JU2966  DESIGNATION -  LEESBURG STATE PRISON WATER TK
 JU2966  PID         -  JU2966
 JU2966  STATE/COUNTY-  NJ/CUMBERLAND
 JU2966  USGS QUAD   -  HEISLERVILLE (1977)
 JU2966
 JU2966                         *CURRENT SURVEY CONTROL
 JU2966  ___________________________________________________________________
 JU2966* NAD 83(1996)-  39 13 56.27797(N)    074 57 49.23489(W)     ADJUSTED  
 JU2966* NAVD 88     -                                                        
 JU2966  ___________________________________________________________________
 JU2966  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 JU2966  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 JU2966
 JU2966  HORZ ORDER  -  THIRD
 JU2966
 JU2966.The horizontal coordinates were established by classical geodetic methods
 JU2966.and adjusted by the National Geodetic Survey in September 1999..
 JU2966
 JU2966
 JU2966.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2966
 JU2966.The geoid height was determined by GEOID03.
 JU2966
 JU2966;                    North         East     Units Scale Factor Converg.
 JU2966;SPC NJ       -    44,389.682   109,968.970   MT  0.99991972   -0 17 35.7
 JU2966;SPC NJ       -   145,635.15    360,789.86   sFT  0.99991972   -0 17 35.7
 JU2966;UTM  18      - 4,342,556.245   503,135.017   MT  0.99960012   +0 01 22.7
 JU2966
 JU2966                          SUPERSEDED SURVEY CONTROL
 JU2966
 JU2966  NAD 83(1991)-  39 13 56.26501(N)    074 57 49.23618(W) AD(       ) 4
 JU2966  NAD 83(1986)-  39 13 56.26069(N)    074 57 49.23990(W) AD(       ) 4
 JU2966  NAD 27      -  39 13 55.85000(N)    074 57 50.61400(W) AD(       ) 3
 JU2966
 JU2966.Superseded values are not recommended for survey control.
 JU2966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2966.See file dsdata.txt to determine how the superseded data were derived.
 JU2966
 JU2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0313542556(NAD 83)
 JU2966_MARKER: 51 = TANK
 JU2966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2966+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2006
 JU2966
 JU2966  HISTORY     - Date     Condition        Report By
 JU2966  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU2966  HISTORY     - 1970     GOOD             NGS
 JU2966  HISTORY     - 19950129 GOOD             USPSQD
 JU2966  HISTORY     - 20060818 GOOD             GEOCAC
 JU2966
 JU2966                          STATION DESCRIPTION
 JU2966
 JU2966'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU2966'STATION IS AT THE LEESBURG STATE PRISON FARM, ABOUT 1 MILE E OF
 JU2966'LEESBURG, AND 1.6 MILES NW OF DELMONT, ON ROUTE S-49.  THE TANK
 JU2966'IS TALL AND PAINTED SILVER.  IT IS THE ONLY ONE IN THE
 JU2966'VICINITY.  IT IS ABOUT 200 FEET E OF ROUTE S-49.  ABOUT 35
 JU2966'FEET N OF THE FARM DRIVEWAY.  AND 300 FEET SW OF TRIANGULATION
 JU2966'STATION LEESBURG 1932.
 JU2966'
 JU2966'ON THE LIST OF GEOGRAPHIC POSITIONS THIS TANK IS CALLED
 JU2966'LEESBURG, STATE PRISON, WATER TANK 1932.
 JU2966
 JU2966                          STATION RECOVERY (1970)
 JU2966
 JU2966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU2966'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU2966'IS ADEQUATE.
 JU2966'
 JU2966'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2966'1 MILE EAST OF LEESBURG.
 JU2966
 JU2966                          STATION RECOVERY (1995)
 JU2966
 JU2966'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2966'RECOVERED IN GOOD CONDITION.
 JU2966
 JU2966                          STATION RECOVERY (2006)
 JU2966
 JU2966'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2966'THE TANK IS NOW PAINTED A LIGHT, DULL GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4296 ***********************************************************************
 KV4296  DESIGNATION -  LEHIGH
 KV4296  PID         -  KV4296
 KV4296  STATE/COUNTY-  NJ/ESSEX
 KV4296  USGS QUAD   -  JERSEY CITY (1981)
 KV4296
 KV4296                         *CURRENT SURVEY CONTROL
 KV4296  ___________________________________________________________________
 KV4296* NAD 83(1996)-  40 42 03.86141(N)    074 07 22.10905(W)     ADJUSTED  
 KV4296* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4296  ___________________________________________________________________
 KV4296  LAPLACE CORR-           6.01  (seconds)                    DEFLEC99
 KV4296  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KV4296
 KV4296  HORZ ORDER  -  THIRD
 KV4296
 KV4296.The horizontal coordinates were established by classical geodetic methods
 KV4296.and adjusted by the National Geodetic Survey in September 1999..
 KV4296
 KV4296.The orthometric height was scaled from a topographic map.
 KV4296
 KV4296.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4296
 KV4296.The geoid height was determined by GEOID03.
 KV4296
 KV4296;                    North         East     Units Scale Factor Converg.
 KV4296;SPC NJ       -   207,423.113   181,874.903   MT  0.99991250   +0 14 45.5
 KV4296;SPC NJ       -   680,520.66    596,701.24   sFT  0.99991250   +0 14 45.5
 KV4296;SPC NY L     -    59,350.773   289,621.002   MT  0.99999827   -0 04 49.2
 KV4296;SPC NY L     -   194,719.99    950,198.24   sFT  0.99999827   -0 04 49.2
 KV4296;UTM  18      - 4,505,944.093   574,105.917   MT  0.99966759   +0 34 19.4
 KV4296
 KV4296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4296!SPC NJ       -   1.00000463  x   0.99991250  =   0.99991713
 KV4296!SPC NY L     -   1.00000463  x   0.99999827  =   1.00000290
 KV4296!UTM  18      -   1.00000463  x   0.99966759  =   0.99967222
 KV4296
 KV4296:                Primary Azimuth Mark                     Grid Az
 KV4296:SPC NJ       -  NEWARK BAY BEACON 5                      023 29 20.5
 KV4296:SPC NY L     -  NEWARK BAY BEACON 5                      023 48 55.2
 KV4296:UTM  18      -  NEWARK BAY BEACON 5                      023 09 46.6
 KV4296
 KV4296|---------------------------------------------------------------------|
 KV4296| PID    Reference Object                     Distance      Geod. Az  |
 KV4296|                                                           dddmmss.s |
 KV4296| KV4294 NEWARK BAY BEACON 5                 APPROX. 0.8 KM 0234406.0 |
 KV4296| KV4305 HACKENSACK RIVER BEACON 1           APPROX. 1.4 KM 0263006.9 |
 KV4296| KV4314 HACKENSACK RIVER BEACON 3           APPROX. 2.1 KM 0351016.3 |
 KV4296| KV4297 NEWARK BAY KELLOGG CO TANK          APPROX. 1.9 KM 0570138.5 |
 KV4296| KV4298 NEWARK BAY KELLOGG CO CHIMNEY       APPROX. 1.9 KM 0570319.0 |
 KV4296| CB5258 LEHIGH RM 2                                        06025     |
 KV4296| KV4290 NEWARK BAY CHAMBERL FLY CHIM        APPROX. 2.1 KM 0861236.8 |
 KV4296| KV4291 JERSEY CITY GERMAN LUTH CH          APPROX. 2.5 KM 0880122.0 |
 KV4296| KV4226 BAYONNE WHOM NORTH RADIO MAST       APPROX. 2.2 KM 1193050.6 |
 KV4296| KV4227 BAYONNE WHOM SOUTH RADIO MAST       APPROX. 2.2 KM 1202209.8 |
 KV4296| KV4353 TAINTOR MANUFACTURING CO CHIM       APPROX. 6.0 KM 1565550.4 |
 KV4296| KV4762 NEWARK BAY PASSAIC LH OLD TWR       APPROX. 0.6 KM 2123637.7 |
 KV4296| KV4772 PORT NEWARK E P N TANK              APPROX. 1.2 KM 2450740.4 |
 KV4296| KV4777 PORT NEWARK TERM MERCUR E TANK      APPROX. 1.6 KM 2672650.6 |
 KV4296| KV4779 PORT NEWARK TERM MERCUR W TANK      APPROX. 2.2 KM 2754225.6 |
 KV4296| CB5257 LEHIGH RM 1                                        35239     |
 KV4296| KV4299 NEWARK GROSS CO STACK               APPROX. 1.0 KM 3551609.0 |
 KV4296|---------------------------------------------------------------------|
 KV4296
 KV4296                          SUPERSEDED SURVEY CONTROL
 KV4296
 KV4296  NAD 83(1996)-  40 42 03.86129(N)    074 07 22.10916(W) AD(       ) 3
 KV4296  NAD 83(1996)-  40 42 03.85968(N)    074 07 22.11062(W) AD(       ) 3
 KV4296  NAD 83(1992)-  40 42 03.85904(N)    074 07 22.11133(W) AD(       ) 3
 KV4296  NAD 83(1986)-  40 42 03.85825(N)    074 07 22.11281(W) AD(       ) 3
 KV4296  NAD 27      -  40 42 03.49000(N)    074 07 23.59600(W) AD(       ) 3
 KV4296
 KV4296.Superseded values are not recommended for survey control.
 KV4296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4296.See file dsdata.txt to determine how the superseded data were derived.
 KV4296
 KV4296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7410605944(NAD 83)
 KV4296_MARKER: DS = TRIANGULATION STATION DISK
 KV4296_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4296_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4296
 KV4296  HISTORY     - Date     Condition        Report By
 KV4296  HISTORY     - 1913     MONUMENTED       CGS
 KV4296  HISTORY     - 1931     GOOD             CGS
 KV4296  HISTORY     - 1933     GOOD             CGS
 KV4296  HISTORY     - 1934     MARK NOT FOUND   CGS
 KV4296  HISTORY     - 1953     GOOD             NJDCED
 KV4296
 KV4296                          STATION DESCRIPTION
 KV4296
 KV4296'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4296'ON THE W SIDE OF NEWARK BAY, ON THE LEHIGH VALLEY RAILROAD
 KV4296'EMBANKMENT AND NEAR THE BRIDGE.  THIS STATION IS ABOUT 60 METERS
 KV4296'FROM HIGH-WATER MARK AND 12 METERS NW OF THE SWITCH HOUSE.
 KV4296'
 KV4296'SURFACE IS MARKED BY C. AND G.S. STANDARD BRASS DISK SET IN A
 KV4296'PIECE OF 4-INCH TILE PIPE FILLED WITH CONCRETE AND SUNK TO THE
 KV4296'SURFACE LEVEL.
 KV4296'
 KV4296'THE SUBSURFACE MARK IS A BURIED BOTTLE SET IN CONCRETE.
 KV4296'
 KV4296'TWO REFERENCE MARKS EACH A COPPER NAIL IN CONCRETE CONTAINED
 KV4296'IN A PIECE OF 3-INCH TILE PIPE, ARE PLACED RESPECTIVELY 101.02
 KV4296'FEET N AND 88.82 FEET N 60 DEG E FROM THE STATION.
 KV4296
 KV4296                          STATION RECOVERY (1931)
 KV4296
 KV4296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4296'STATION RECOVERED IN GOOD CONDITION FROM ORIGINAL DESCRIPTION.
 KV4296'
 KV4296'THE CONSTRUCTION OF A NEW RAILROAD BRIDGE AND FILL AND OTHER
 KV4296'TOPOGRAPHICAL CHANGES NECESSITATE A COMPLETELY NEW DESCRIPTION,
 KV4296'WHICH FOLLOWS--
 KV4296'
 KV4296'THIS STATION IS ON THE W SIDE OF NEWARK BAY MIDWAY OF THE
 KV4296'LEHIGH VALLEY AND PENNSYLVANIA RAILROAD BRIDGE APPROACH-FILL AND
 KV4296'THE BASIN TO THE N, AND APPROXIMATELY 50 METERS INSHORE OF THE BAY.
 KV4296'
 KV4296'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KV4296'(NO NAME) SET IN THE TOP OF A CONCRETE-FILLED 4-INCH TILE PIPE
 KV4296'FLUSH WITH THE SOLID GROUND.
 KV4296'
 KV4296'THE TWO ORIGINAL REFERENCE MARKS WERE NOT RECOVERED.  TWO NEW
 KV4296'STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE PLACED, ONE
 KV4296'STAMPED R.M. NO.2 CEMENTED IN A DRILL HOLE AND SET FLUSH IN THE
 KV4296'FLAT TOP OF THE SMALL CONCRETE FLOOR OF A BURNED DOWN BUILDING
 KV4296'TO THE EASTWARD.  THE OTHER, STAMPED R.M.NO.1 SET IN TOP OF
 KV4296'CONCRETE-FILLED 12-INCH TILE PIPE LOCATED ATOP, AND ON THE N
 KV4296'SIDE OF THE FILL, APPROXIMATELY 117 METERS W OF THE BRIDGE.
 KV4296'THIS LATTER REFERENCE MARK WAS SO ESTABLISHED TO SERVE AS
 KV4296'AN ECCENTRIC FOR OBTAINING VISIBILITY TO THE S RATHER THAN ERECT
 KV4296'A 50-FOOT TOWER OVER THE STATION.  THE DISTANCE TO REFERENCE
 KV4296'MARK NO.1 WAS ACCURATELY OBTAINED AND CHECKED BY INTERSECTIONS
 KV4296'FROM TWO TAPED BASES, ONE ALONG THE LEVEL APPROACH-FILL, ONE
 KV4296'ALONG THE LEVEL GROUND W FROM THE STATION.  ADDITIONAL
 KV4296'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4296'
 KV4296'TO NEAR CIRCUMFERENCE OF ELECTRIC POLE TO NE, 16.00 METERS
 KV4296'
 KV4296'TO NEAR CIRCUMFERENCE OF ELECTRIC POLE TO SE, 27.65 METERS
 KV4296
 KV4296                          STATION RECOVERY (1933)
 KV4296
 KV4296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4296'RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH THE FOLLOWING
 KV4296'EXCEPTION AND ADDITION--THE STATION DISK NOW STAMPED LEHIGH IS
 KV4296'IN LINE WITH THE EASTERLY OF THE TWO TALLEST NEWARK BUILDINGS
 KV4296'TO THE W AS SEEN FROM REFERENCE MARK NO.2.
 KV4296
 KV4296                          STATION RECOVERY (1934)
 KV4296
 KV4296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4296'STATION COULD NOT BE FOUND AFTER A REASONABLE LENGTH OF TIME WAS
 KV4296'SPENT SEARCHING FOR IT.
 KV4296'
 KV4296'REFERENCE MARKS NO.1 AND NO.2 WERE FOUND.
 KV4296
 KV4296                          STATION RECOVERY (1953)
 KV4296
 KV4296'RECOVERY NOTE BY NJ CONS AND ECON DEV 1953
 KV4296'LETTER OF MR. ROBERT G. BLANCHARD, TOPO. ENGR., NEW JERSEY
 KV4296'DEPARTMENT OF CONSERVATION AND ECONOMIC DEVELOPMENT, TRENTON,
 KV4296'NEW JERSEY, DATED OCTOBER 21, 1953--
 KV4296'
 KV4296'STATION RECOVERED IN GOOD CONDITION BY BORRIE AND MC DONALD,
 KV4296'ENGINEERS AND SURVEYORS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4316 ***********************************************************************
 KV4316  DESIGNATION -  LEHIGH 1930
 KV4316  PID         -  KV4316
 KV4316  STATE/COUNTY-  NJ/HUDSON
 KV4316  USGS QUAD   -  JERSEY CITY (1981)
 KV4316
 KV4316                         *CURRENT SURVEY CONTROL
 KV4316  ___________________________________________________________________
 KV4316* NAD 83(1996)-  40 41 47.82106(N)    074 03 48.87204(W)     ADJUSTED  
 KV4316* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV4316  ___________________________________________________________________
 KV4316  LAPLACE CORR-           5.14  (seconds)                    DEFLEC99
 KV4316  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KV4316
 KV4316  HORZ ORDER  -  SECOND
 KV4316
 KV4316.The horizontal coordinates were established by classical geodetic methods
 KV4316.and adjusted by the National Geodetic Survey in September 1999..
 KV4316
 KV4316.The orthometric height was scaled from a topographic map.
 KV4316
 KV4316.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4316
 KV4316.The geoid height was determined by GEOID03.
 KV4316
 KV4316;                    North         East     Units Scale Factor Converg.
 KV4316;SPC NJ       -   206,951.545   186,882.864   MT  0.99991674   +0 17 04.5
 KV4316;SPC NJ       -   678,973.53    613,131.53   sFT  0.99991674   +0 17 04.5
 KV4316;SPC NY L     -    58,850.656   294,626.616   MT  0.99999847   -0 02 29.7
 KV4316;SPC NY L     -   193,079.19    966,620.82   sFT  0.99999847   -0 02 29.7
 KV4316;UTM  18      - 4,505,501.140   579,115.266   MT  0.99967704   +0 36 38.3
 KV4316
 KV4316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4316!SPC NJ       -   1.00000476  x   0.99991674  =   0.99992150
 KV4316!SPC NY L     -   1.00000476  x   0.99999847  =   1.00000323
 KV4316!UTM  18      -   1.00000476  x   0.99967704  =   0.99968180
 KV4316
 KV4316:                Primary Azimuth Mark                     Grid Az
 KV4316:SPC NJ       -  ELLIS ISLAND CHIMNEY                     078 16 55.7
 KV4316:SPC NY L     -  ELLIS ISLAND CHIMNEY                     078 36 29.9
 KV4316:UTM  18      -  ELLIS ISLAND CHIMNEY                     077 57 21.9
 KV4316
 KV4316|---------------------------------------------------------------------|
 KV4316| PID    Reference Object                     Distance      Geod. Az  |
 KV4316|                                                           dddmmss.s |
 KV4316| KV4300 ELLIS ISLAND CHIMNEY                APPROX. 2.0 KM 0783400.2 |
 KV4316| KV4307 ELLIS ISLAND NORTH TWIN TANK        APPROX. 2.0 KM 0785221.0 |
 KV4316| KV4310 ELLIS ISLAND SOUTH TWIN TANK        APPROX. 2.0 KM 0791337.1 |
 KV4316| KV4311 COMMUNIPAW C RR NJ PWR PLT TK       APPROX. 1.2 KM 0823959.4 |
 KV4316| KV4315 COMMUNIPAW C RR NJ PWR PLT CHY      APPROX. 1.2 KM 0824056.0 |
 KV4316| KV4387 GOVERNORS ISLAND BLACK TANK         APPROX. 4.0 KM 0973757.4 |
 KV4316| KV4381 GOVERNORS ISLAND CUPOLA             APPROX. 3.9 KM 1013039.4 |
 KV4316| KV4410 STATUE OF LIBERTY                   APPROX. 1.8 KM 1171137.4 |
 KV4316| KV4403 NY GRAIN ELEV FLAGPOLE              APPROX. 5.7 KM 1223605.2 |
 KV4316| KV4349 UPPER BAY PASSAIC V F RNG LT        APPROX. 4.3 KM 1811438.3 |
 KV4316| KV4350 ROBBINS REEF LIGHT                  APPROX. 4.4 KM 1815847.6 |
 KV4316| KV4343 GREENVILLE PRR POWERHOUSE STK       APPROX. 2.2 KM 2055130.7 |
 KV4316| KV4244 BAYONNE ASIATIC PETROLEUM TANK      APPROX. 5.5 KM 2061601.5 |
 KV4316| KV4243 BAYONNE STAN OIL NJ TALL CHIM       APPROX. 5.5 KM 2121101.5 |
 KV4316| KV4337 GREENVILLE PRR FREIGHT TERM TK      APPROX. 2.2 KM 2180405.8 |
 KV4316| KV4342 GREENVILLE PRR GRAIN ELEV TWR       APPROX. 2.6 KM 2202644.9 |
 KV4316| KV4238 BAYONNE STAN OIL NJ BOIL CHIM       APPROX. 5.5 KM 2215758.1 |
 KV4316| KV4235 BAYONNE CITY HALL SPIRE             APPROX. 5.6 KM 2302522.2 |
 KV4316| KV4237 BAYONNE MT CARMEL CH E SPIRE        APPROX. 5.9 KM 2303127.8 |
 KV4316| KV4236 BAYONNE MT CARMEL CH W SPIRE        APPROX. 5.9 KM 2303851.2 |
 KV4316| KV4231 BAYONNE UPPER BAY WTRFRONT CHY      APPROX. 3.7 KM 2375708.0 |
 KV4316| KV4233 BAYONNE FIRST REFORM CH SPIRE       APPROX. 5.0 KM 2385225.6 |
 KV4316| KV4229 BAYONNE ST VINCENTS CH SPIRE        APPROX. 4.0 KM 2461306.7 |
 KV4316|---------------------------------------------------------------------|
 KV4316
 KV4316                          SUPERSEDED SURVEY CONTROL
 KV4316
 KV4316  NAD 83(1996)-  40 41 47.82102(N)    074 03 48.87209(W) AD(       ) 2
 KV4316  NAD 83(1996)-  40 41 47.82031(N)    074 03 48.87298(W) AD(       ) 2
 KV4316  NAD 83(1992)-  40 41 47.81962(N)    074 03 48.87362(W) AD(       ) 2
 KV4316  NAD 83(1986)-  40 41 47.82028(N)    074 03 48.87347(W) AD(       ) 2
 KV4316  NAD 27      -  40 41 47.45100(N)    074 03 50.36300(W) AD(       ) 2
 KV4316
 KV4316.Superseded values are not recommended for survey control.
 KV4316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4316.See file dsdata.txt to determine how the superseded data were derived.
 KV4316
 KV4316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7911505501(NAD 83)
 KV4316_MARKER: DS = TRIANGULATION STATION DISK
 KV4316_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4316
 KV4316  HISTORY     - Date     Condition        Report By
 KV4316  HISTORY     - 1930     MONUMENTED       CGS
 KV4316  HISTORY     - 1931     SEE DESCRIPTION  CGS
 KV4316  HISTORY     - 1935     GOOD             CGS
 KV4316  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV4316
 KV4316                          STATION DESCRIPTION
 KV4316
 KV4316'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4316'THE PROMINENT TOWER OF THE LEHIGH VALLEY RAILROAD GRAIN ELEVATOR
 KV4316'ON THE JERSEY SHORE ABOUT 1 MILE WNW FROM THE STATUE OF
 KV4316'LIBERTY.  THE BUILDING IS SHEATHED IN GALVANIZED-IRON, THE TOWER
 KV4316'IS SQUARE, ITS TOP SLIGHTLY SLOPING FROM A N-S RIDGE.
 KV4316'
 KV4316'THE STATION IS ON THE TOWER ROOF, APPROXIMATELY 150 FEET HIGH
 KV4316'MARKED BY A STANDARD DISK STAMPED LEHIGH-1930, SECURED TO THE
 KV4316'TAR AND GRAVEL ROOFING BY A PAT OF CEMENT 2 INCHES HIGH.  THERE
 KV4316'IS AMPLE ROOM AND FAIR FOOTING FOR A NORMAL TRIPOD SET-UP.
 KV4316'
 KV4316'THE FOLLOWING REFERENCE AND AIR-PHOTO CONTROL MEASUREMENTS
 KV4316'WERE TAKEN WITH THE ROOF SLOPE (TO ITS EXTREMITIES OMITTING
 KV4316'METAL LEADERS)--
 KV4316'
 KV4316'NE CORNER OF ROOF 5.992 METERS NW CORNER OF BUILDING 11.835 METERS
 KV4316'
 KV4316'SE CORNER OF ROOF 10.935 METERS SW CORNER OF BUILDING 8.005 METERS
 KV4316'
 KV4316'E SIDE OF ROOF 9.595 METERS W SIDE OF BUILDING 5.992 METERS
 KV4316'
 KV4316'SW CORNER TRAP COPING 3.097 METERS S SIDE OF BUILDING 5.372 METERS
 KV4316'
 KV4316'SE CORNER TRAP COPING 3.290 METERS TO WHARF WATER LINE 13.8 METERS
 KV4316
 KV4316                          STATION RECOVERY (1931)
 KV4316
 KV4316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4316'RECOVERED IN GOOD CONDITION, AS DESCRIBED, WITH THE FOLLOWING
 KV4316'CHANGES--
 KV4316'
 KV4316'STATION WAS RE-MARKED WITH A STANDARD C. AND G.S. BRONZE STATION
 KV4316'DISK STAMPED LEHIGH-1930 SET IN THE TOP OF A DOME-SHAPED CONCRETE
 KV4316'MONUMENT, SECURED TO THE CONCRETE ROOF BY LAG SCREWS.
 KV4316'
 KV4316'AN ADDITIONAL AIR-PHOTO CONTROL MEASUREMENT WAS OBTAINED 41.0
 KV4316'METERS TO THE CENTER LINE OF THE DOCK ROAD ON THE N SIDE OF THE
 KV4316'ELEVATOR.
 KV4316
 KV4316                          STATION RECOVERY (1935)
 KV4316
 KV4316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 KV4316'STATION RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS--
 KV4316'
 KV4316'THE DISTANCE FROM THE NE CORNER OF THE ROOF SHOULD BE CORRECTED
 KV4316'TO READ 14.07 METERS, AND STATION IS IN THE SW PART OF THE ROOF.
 KV4316
 KV4316                          STATION RECOVERY (1989)
 KV4316
 KV4316'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV4316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3017 ***********************************************************************
 JU3017  DESIGNATION -  LENOLA MOORESTOWN TWP TANK
 JU3017  PID         -  JU3017
 JU3017  STATE/COUNTY-  NJ/BURLINGTON
 JU3017  USGS QUAD   -  MOORESTOWN (1995)
 JU3017
 JU3017                         *CURRENT SURVEY CONTROL
 JU3017  ___________________________________________________________________
 JU3017* NAD 83(1996)-  39 57 48.81657(N)    074 58 31.98996(W)     ADJUSTED  
 JU3017* NAVD 88     -                                                        
 JU3017  ___________________________________________________________________
 JU3017  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 JU3017  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JU3017
 JU3017  HORZ ORDER  -  THIRD
 JU3017
 JU3017.The horizontal coordinates were established by classical geodetic methods
 JU3017.and adjusted by the National Geodetic Survey in September 1999..
 JU3017
 JU3017
 JU3017.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3017
 JU3017.The geoid height was determined by GEOID03.
 JU3017
 JU3017;                    North         East     Units Scale Factor Converg.
 JU3017;SPC NJ       -   125,577.035   109,373.117   MT  0.99992031   -0 18 19.6
 JU3017;SPC NJ       -   411,997.32    358,834.97   sFT  0.99992031   -0 18 19.6
 JU3017;SPC PA S     -    73,700.355   837,006.560   MT  0.99999541   +1 48 00.2
 JU3017;SPC PA S     -   241,798.58  2,746,079.02   sFT  0.99999541   +1 48 00.2
 JU3017;UTM  18      - 4,423,713.052   502,087.917   MT  0.99960005   +0 00 56.5
 JU3017
 JU3017                          SUPERSEDED SURVEY CONTROL
 JU3017
 JU3017  NAD 83(1986)-  39 57 48.81187(N)    074 58 31.99274(W) AD(       ) 4
 JU3017  NAD 27      -  39 57 48.41200(N)    074 58 33.40400(W) AD(       ) 3
 JU3017
 JU3017.Superseded values are not recommended for survey control.
 JU3017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3017.See file dsdata.txt to determine how the superseded data were derived.
 JU3017
 JU3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0208823713(NAD 83)
 JU3017_MARKER: 51 = TANK
 JU3017
 JU3017  HISTORY     - Date     Condition        Report By
 JU3017  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3017  HISTORY     - 1946     GOOD             CGS
 JU3017  HISTORY     - 19890211 MARK NOT FOUND   USPSQD
 JU3017
 JU3017                          STATION DESCRIPTION
 JU3017
 JU3017'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3017'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE TALL WHITE
 JU3017'WATER TANK OWNED BY THE MOORESTOWN TOWNSHIP.  IT IS IN A VACANT
 JU3017'LOT AT THE TOP OF A HILL ABOUT 100 FEET W OF NEW ALBANY ROAD AND
 JU3017'0.15 MILE N OF THE PENNSYLVANIA RAILROAD.
 JU3017
 JU3017                          STATION RECOVERY (1946)
 JU3017
 JU3017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3017'PREVIOUSLY LISTED AS MOORESTOWN TOWNSHIP, WATER TANK.
 JU3017'
 JU3017'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN ORIGINAL
 JU3017'DESCRIPTION.
 JU3017
 JU3017                          STATION RECOVERY (1989)
 JU3017
 JU3017'RECOVERY NOTE BY US POWER SQUADRON 1989 (NM)
 JU3017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4946 ***********************************************************************
 KV4946  DESIGNATION -  LEONARDO BANFIELD SEA SKIFF TK
 KV4946  PID         -  KV4946
 KV4946  STATE/COUNTY-  NJ/MONMOUTH
 KV4946  USGS QUAD   -  SANDY HOOK (1981)
 KV4946
 KV4946                         *CURRENT SURVEY CONTROL
 KV4946  ___________________________________________________________________
 KV4946* NAD 83(1996)-  40 25 07.63970(N)    074 02 57.10940(W)     ADJUSTED  
 KV4946* NAVD 88     -                                                        
 KV4946  ___________________________________________________________________
 KV4946  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 KV4946  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV4946
 KV4946  HORZ ORDER  -  THIRD
 KV4946
 KV4946.The horizontal coordinates were established by classical geodetic methods
 KV4946.and adjusted by the National Geodetic Survey in September 1999..
 KV4946
 KV4946
 KV4946.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4946
 KV4946.The geoid height was determined by GEOID03.
 KV4946
 KV4946;                    North         East     Units Scale Factor Converg.
 KV4946;SPC NJ       -   176,109.085   188,255.837   MT  0.99991801   +0 17 32.2
 KV4946;SPC NJ       -   577,784.56    617,636.03   sFT  0.99991801   +0 17 32.2
 KV4946;UTM  18      - 4,474,674.332   580,662.868   MT  0.99968009   +0 36 59.4
 KV4946
 KV4946                          SUPERSEDED SURVEY CONTROL
 KV4946
 KV4946  NAD 83(1996)-  40 25 07.63991(N)    074 02 57.10880(W) AD(       ) 4
 KV4946  NAD 83(1986)-  40 25 07.64010(N)    074 02 57.10850(W) AD(       ) 4
 KV4946  NAD 27      -  40 25 07.25400(N)    074 02 58.60700(W) AD(       ) 3
 KV4946
 KV4946.Superseded values are not recommended for survey control.
 KV4946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4946.See file dsdata.txt to determine how the superseded data were derived.
 KV4946
 KV4946_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8066374674(NAD 83)
 KV4946_MARKER: 53 = ELEVATED TANK
 KV4946
 KV4946  HISTORY     - Date     Condition        Report By
 KV4946  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4946  HISTORY     - 19950717 MARK NOT FOUND   USPSQD
 KV4946  HISTORY     - 19970905 MARK NOT FOUND   USPSQD
 KV4946
 KV4946                          STATION DESCRIPTION
 KV4946
 KV4946'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4946'THE WATER-STORAGE TANK AT THE BANFIELD SEA SKIFF WORKS, INC., ON
 KV4946'THE SANDY HOOK BAY WATERFRONT, W OF CENTER AVENUE.  IT IS AN
 KV4946'ORDINARY CONICAL TOP, BLACK, IRON TYPE, SURMOUNTING A SPIDER
 KV4946'SUPPORTING STRUCTURE.
 KV4946'
 KV4946'THE STATION IS THE TANKS BALL APEX, APPROXIMATELY 100 FEET ABOVE
 KV4946'GROUND.
 KV4946
 KV4946                          STATION RECOVERY (1995)
 KV4946
 KV4946'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4946'MARK NOT FOUND.
 KV4946
 KV4946                          STATION RECOVERY (1997)
 KV4946
 KV4946'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV4946'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4951 ***********************************************************************
 KV4951  DESIGNATION -  LEONARDO HORSFORD TANK
 KV4951  PID         -  KV4951
 KV4951  STATE/COUNTY-  NJ/MONMOUTH
 KV4951  USGS QUAD   -  SANDY HOOK (1981)
 KV4951
 KV4951                         *CURRENT SURVEY CONTROL
 KV4951  ___________________________________________________________________
 KV4951* NAD 83(1996)-  40 23 54.09483(N)    074 03 39.75848(W)     ADJUSTED  
 KV4951* NAVD 88     -                                                        
 KV4951  ___________________________________________________________________
 KV4951  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 KV4951  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV4951
 KV4951  HORZ ORDER  -  THIRD
 KV4951
 KV4951.The horizontal coordinates were established by classical geodetic methods
 KV4951.and adjusted by the National Geodetic Survey in September 1999..
 KV4951
 KV4951
 KV4951.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4951
 KV4951.The geoid height was determined by GEOID03.
 KV4951
 KV4951;                    North         East     Units Scale Factor Converg.
 KV4951;SPC NJ       -   173,835.738   187,261.747   MT  0.99991709   +0 17 04.2
 KV4951;SPC NJ       -   570,326.08    614,374.58   sFT  0.99991709   +0 17 04.2
 KV4951;UTM  18      - 4,472,395.941   579,681.889   MT  0.99967815   +0 36 30.8
 KV4951
 KV4951                          SUPERSEDED SURVEY CONTROL
 KV4951
 KV4951  NAD 83(1986)-  40 23 54.09465(N)    074 03 39.75742(W) AD(       ) 4
 KV4951  NAD 27      -  40 23 53.70500(N)    074 03 41.24900(W) AD(       ) 3
 KV4951
 KV4951.Superseded values are not recommended for survey control.
 KV4951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4951.See file dsdata.txt to determine how the superseded data were derived.
 KV4951
 KV4951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7968272396(NAD 83)
 KV4951_MARKER: 53 = ELEVATED TANK
 KV4951
 KV4951  HISTORY     - Date     Condition        Report By
 KV4951  HISTORY     - 1918     FIRST OBSERVED   CGS
 KV4951  HISTORY     - 1930     GOOD             CGS
 KV4951  HISTORY     - 1934     GOOD             CGS
 KV4951  HISTORY     - 19950807 MARK NOT FOUND   USPSQD
 KV4951  HISTORY     - 19970905 MARK NOT FOUND   USPSQD
 KV4951
 KV4951                          STATION DESCRIPTION
 KV4951
 KV4951'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (IW)
 KV4951'STATION IS WATER TANK ON TOP OF AN OPEN WORK IRON STRUCTURE 125
 KV4951'FEET ABOVE THE GROUND AND SHOWS FAR ABOVE THE TREES, FROM SANDY
 KV4951'HOOK BAY, THE TOP BEING 336 FEET ABOVE SEA LEVEL.  OWNED BY
 KV4951'MRS. HORSFORD AND LOCATED ABOUT 1/2 MILE W OF CHAPEL HILL
 KV4951'LIGHTHOUSE ON THE HIGHEST HILL IN THIS VICINITY.
 KV4951
 KV4951                          STATION RECOVERY (1930)
 KV4951
 KV4951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4951'RECOVERED IN FAIR CONDITION.
 KV4951'
 KV4951'THE VERY PROMINENT HILLTOP TANK IN UTOPIA PARK, ON KINGS
 KV4951'HIGHWAY.  IT IS AN ORDINARY CONICAL-TOP, BLACK, WOOD TANK,
 KV4951'SURMOUNTING AN EXCEPTIONALLY TALL SPIDER SUPPORTING STRUCTURE
 KV4951'(IRON).
 KV4951'
 KV4951'THE STATION IS THE TANK APEX, APPROXIMATELY 150 FEET ABOVE GROUND.
 KV4951
 KV4951                          STATION RECOVERY (1934)
 KV4951
 KV4951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV4951'RECOVERED.  ADDITIONAL DESCRIPTION AS FOLLOWS--TANK
 KV4951'IS IN POOR CONDITION AND IS UNSAFE FOR OCCUPATION.  PROPERTY HAS
 KV4951'RECENTLY BEEN TRANSFERRED AND IS NOW KNOWN AS RED OAKS HOTEL.
 KV4951'
 KV4951'THIS IS A VERY PROMINENT TANK AND MAY BE EASILY RECOGNIZED FROM
 KV4951'ALL DIRECTIONS.
 KV4951
 KV4951                          STATION RECOVERY (1995)
 KV4951
 KV4951'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4951'MARK NOT FOUND.
 KV4951
 KV4951                          STATION RECOVERY (1997)
 KV4951
 KV4951'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV4951'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4937 ***********************************************************************
 KV4937  DESIGNATION -  LEONARDO PIER
 KV4937  PID         -  KV4937
 KV4937  STATE/COUNTY-  NJ/MONMOUTH
 KV4937  USGS QUAD   -  SANDY HOOK (1981)
 KV4937
 KV4937                         *CURRENT SURVEY CONTROL
 KV4937  ___________________________________________________________________
 KV4937* NAD 83(1996)-  40 27 22.30071(N)    074 02 59.67261(W)     ADJUSTED  
 KV4937* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4937  ___________________________________________________________________
 KV4937  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 KV4937  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV4937
 KV4937  HORZ ORDER  -  THIRD
 KV4937
 KV4937.The horizontal coordinates were established by classical geodetic methods
 KV4937.and adjusted by the National Geodetic Survey in September 1999..
 KV4937
 KV4937.The orthometric height was scaled from a topographic map.
 KV4937
 KV4937.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4937
 KV4937.The geoid height was determined by GEOID03.
 KV4937
 KV4937;                    North         East     Units Scale Factor Converg.
 KV4937;SPC NJ       -   180,262.041   188,174.253   MT  0.99991793   +0 17 31.4
 KV4937;SPC NJ       -   591,409.71    617,368.36   sFT  0.99991793   +0 17 31.4
 KV4937;UTM  18      - 4,478,825.771   580,557.802   MT  0.99967988   +0 36 59.5
 KV4937
 KV4937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4937!SPC NJ       -   1.00000497  x   0.99991793  =   0.99992290
 KV4937!UTM  18      -   1.00000497  x   0.99967988  =   0.99968485
 KV4937
 KV4937:                Primary Azimuth Mark                     Grid Az
 KV4937:SPC NJ       -  LEONARDO PIER AZ MK                      207 14 20.4
 KV4937:UTM  18      -  LEONARDO PIER AZ MK                      206 54 52.3
 KV4937
 KV4937|---------------------------------------------------------------------|
 KV4937| PID    Reference Object                     Distance      Geod. Az  |
 KV4937|                                                           dddmmss.s |
 KV4937| CB5259 LEONARDO PIER AZ MK                                2073151.8 |
 KV4937| KV4942 IDEAL BEACH TANK                    APPROX. 5.6 KM 2525034.1 |
 KV4937| KV5101 KEANSBURG STANDPIPE                 APPROX. 7.5 KM 2662107.7 |
 KV4937|---------------------------------------------------------------------|
 KV4937
 KV4937                          SUPERSEDED SURVEY CONTROL
 KV4937
 KV4937  NAD 83(1996)-  40 27 22.30058(N)    074 02 59.67242(W) AD(       ) 3
 KV4937  NAD 83(1986)-  40 27 22.30070(N)    074 02 59.67221(W) AD(       ) 3
 KV4937  NAD 27      -  40 27 21.91200(N)    074 03 01.17600(W) AD(       ) 3
 KV4937
 KV4937.Superseded values are not recommended for survey control.
 KV4937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4937.See file dsdata.txt to determine how the superseded data were derived.
 KV4937
 KV4937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8055878826(NAD 83)
 KV4937
 KV4937  HISTORY     - Date     Condition        Report By
 KV4937  HISTORY     - 1944     FIRST OBSERVED   CGS
 KV4937  HISTORY     - 19950807 MARK NOT FOUND   USPSQD
 KV4937
 KV4937                          STATION DESCRIPTION
 KV4937
 KV4937'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (IER)
 KV4937'THE SETUP WAS NEAR THE OUTER END ON THE NW SECTION OF THE PIER,
 KV4937'16.5 M. NW OF THE SE SIDE OF THE PIER, 1.7 M. SW OF THE NE END
 KV4937'OF THE PIER, ON RANGE WITH THE INBOARD ONE OF SIX RAILS ON THE
 KV4937'SE SIDE. THE PIER IS 41.9 M. WIDE AT THE OUTER END, AND THERE
 KV4937'ARE BUILDINGS ON BOTH CORNERS.
 KV4937
 KV4937                          STATION RECOVERY (1995)
 KV4937
 KV4937'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4914 ***********************************************************************
 KV4914  DESIGNATION -  LEONARDO PIER FRONT RANGE LT
 KV4914  PID         -  KV4914
 KV4914  STATE/COUNTY-  NJ/MONMOUTH
 KV4914  USGS QUAD   -  SANDY HOOK (1981)
 KV4914
 KV4914                         *CURRENT SURVEY CONTROL
 KV4914  ___________________________________________________________________
 KV4914* NAD 83(1996)-  40 27 02.87962(N)    074 03 07.67152(W)     ADJUSTED  
 KV4914* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV4914  ___________________________________________________________________
 KV4914  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 KV4914  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV4914
 KV4914  HORZ ORDER  -  THIRD
 KV4914
 KV4914.The horizontal coordinates were established by classical geodetic methods
 KV4914.and adjusted by the National Geodetic Survey in September 1999..
 KV4914
 KV4914.The orthometric height was scaled from a topographic map.
 KV4914
 KV4914.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4914
 KV4914.The geoid height was determined by GEOID03.
 KV4914
 KV4914;                    North         East     Units Scale Factor Converg.
 KV4914;SPC NJ       -   179,662.089   187,988.840   MT  0.99991776   +0 17 26.1
 KV4914;SPC NJ       -   589,441.37    616,760.05   sFT  0.99991776   +0 17 26.1
 KV4914;UTM  18      - 4,478,224.921   580,375.832   MT  0.99967952   +0 36 54.0
 KV4914
 KV4914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4914!SPC NJ       -   1.00000513  x   0.99991776  =   0.99992289
 KV4914!UTM  18      -   1.00000513  x   0.99967952  =   0.99968465
 KV4914
 KV4914:                Primary Azimuth Mark                     Grid Az
 KV4914:SPC NJ       -  ROMER SHOAL LIGHTHOUSE                   025 03 16.2
 KV4914:UTM  18      -  ROMER SHOAL LIGHTHOUSE                   024 43 48.3
 KV4914
 KV4914|---------------------------------------------------------------------|
 KV4914| PID    Reference Object                     Distance      Geod. Az  |
 KV4914|                                                           dddmmss.s |
 KV4914| KV4457 ROMER SHOAL LIGHTHOUSE              APPROX. 7.6 KM 0252042.3 |
 KV4914|---------------------------------------------------------------------|
 KV4914
 KV4914                          SUPERSEDED SURVEY CONTROL
 KV4914
 KV4914  NAD 83(1996)-  40 27 02.87948(N)    074 03 07.67113(W) AD(       ) 3
 KV4914  NAD 83(1986)-  40 27 02.87971(N)    074 03 07.67025(W) AD(       ) 3
 KV4914  NAD 27      -  40 27 02.49200(N)    074 03 09.19400(W) AD(       ) 3
 KV4914
 KV4914.Superseded values are not recommended for survey control.
 KV4914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4914.See file dsdata.txt to determine how the superseded data were derived.
 KV4914
 KV4914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8037678225(NAD 83)
 KV4914_MARKER: 14 = NAVIGATION LIGHT
 KV4914
 KV4914  HISTORY     - Date     Condition        Report By
 KV4914  HISTORY     - 1949     FIRST OBSERVED   CGS
 KV4914  HISTORY     - 19950807 MARK NOT FOUND   USPSQD
 KV4914
 KV4914                          STATION DESCRIPTION
 KV4914
 KV4914'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4916 ***********************************************************************
 KV4916  DESIGNATION -  LEONARDO PIER REAR RANGE ECC
 KV4916  PID         -  KV4916
 KV4916  STATE/COUNTY-  NJ/MONMOUTH
 KV4916  USGS QUAD   -  SANDY HOOK (1981)
 KV4916
 KV4916                         *CURRENT SURVEY CONTROL
 KV4916  ___________________________________________________________________
 KV4916* NAD 83(1996)-  40 26 42.83779(N)    074 03 21.19642(W)     ADJUSTED  
 KV4916* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4916  ___________________________________________________________________
 KV4916  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 KV4916  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV4916
 KV4916  HORZ ORDER  -  THIRD
 KV4916
 KV4916.The horizontal coordinates were established by classical geodetic methods
 KV4916.and adjusted by the National Geodetic Survey in September 1999..
 KV4916
 KV4916.The orthometric height was scaled from a topographic map.
 KV4916
 KV4916.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4916
 KV4916.The geoid height was determined by GEOID03.
 KV4916
 KV4916;                    North         East     Units Scale Factor Converg.
 KV4916;SPC NJ       -   179,042.341   187,673.280   MT  0.99991746   +0 17 17.2
 KV4916;SPC NJ       -   587,408.08    615,724.75   sFT  0.99991746   +0 17 17.2
 KV4916;UTM  18      - 4,477,603.545   580,063.861   MT  0.99967890   +0 36 45.0
 KV4916
 KV4916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4916!SPC NJ       -   1.00000497  x   0.99991746  =   0.99992243
 KV4916!UTM  18      -   1.00000497  x   0.99967890  =   0.99968387
 KV4916
 KV4916:                Primary Azimuth Mark                     Grid Az
 KV4916:SPC NJ       -  ROMER SHOAL LIGHTHOUSE                   025 12 55.6
 KV4916:UTM  18      -  ROMER SHOAL LIGHTHOUSE                   024 53 27.8
 KV4916
 KV4916|---------------------------------------------------------------------|
 KV4916| PID    Reference Object                     Distance      Geod. Az  |
 KV4916|                                                           dddmmss.s |
 KV4916| KV4457 ROMER SHOAL LIGHTHOUSE              APPROX. 8.3 KM 0253012.8 |
 KV4916| KV4915 LEONARDO PIER REAR RNG LT 1945        3.750 METERS 31219     |
 KV4916|---------------------------------------------------------------------|
 KV4916
 KV4916                          SUPERSEDED SURVEY CONTROL
 KV4916
 KV4916  NAD 83(1996)-  40 26 42.83769(N)    074 03 21.19583(W) AD(       ) 3
 KV4916  NAD 83(1986)-  40 26 42.83804(N)    074 03 21.19528(W) AD(       ) 3
 KV4916  NAD 27      -  40 26 42.45000(N)    074 03 22.69300(W) AD(       ) 3
 KV4916
 KV4916.Superseded values are not recommended for survey control.
 KV4916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4916.See file dsdata.txt to determine how the superseded data were derived.
 KV4916
 KV4916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8006477604(NAD 83)
 KV4916_MARKER: 14 = NAVIGATION LIGHT
 KV4916
 KV4916  HISTORY     - Date     Condition        Report By
 KV4916  HISTORY     - 1945     FIRST OBSERVED   CGS
 KV4916  HISTORY     - 19950807 GOOD             USPSQD
 KV4916
 KV4916                          STATION DESCRIPTION
 KV4916
 KV4916'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2754 ***********************************************************************
 JU2754  DESIGNATION -  LETTUCE RESET
 JU2754  PID         -  JU2754
 JU2754  STATE/COUNTY-  NJ/ATLANTIC
 JU2754  USGS QUAD   -  BRIGANTINE INLET (1994)
 JU2754
 JU2754                         *CURRENT SURVEY CONTROL
 JU2754  ___________________________________________________________________
 JU2754* NAD 83(1996)-  39 29 01.50207(N)    074 20 31.74499(W)     ADJUSTED  
 JU2754* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2754  ___________________________________________________________________
 JU2754  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 JU2754  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JU2754
 JU2754  HORZ ORDER  -  THIRD
 JU2754
 JU2754.The horizontal coordinates were established by classical geodetic methods
 JU2754.and adjusted by the National Geodetic Survey in September 1999..
 JU2754
 JU2754.The orthometric height was scaled from a topographic map.
 JU2754
 JU2754.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2754
 JU2754.The geoid height was determined by GEOID03.
 JU2754
 JU2754;                    North         East     Units Scale Factor Converg.
 JU2754;SPC NJ       -    72,213.026   163,578.905   MT  0.99990227   +0 06 01.3
 JU2754;SPC NJ       -   236,918.90    536,675.12   sFT  0.99990227   +0 06 01.3
 JU2754;UTM  18      - 4,370,667.661   556,574.584   MT  0.99963941   +0 25 05.9
 JU2754
 JU2754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2754!SPC NJ       -   1.00000523  x   0.99990227  =   0.99990750
 JU2754!UTM  18      -   1.00000523  x   0.99963941  =   0.99964464
 JU2754
 JU2754:                Primary Azimuth Mark                     Grid Az
 JU2754:SPC NJ       -  LITTLE BEACH                             139 20 57.9
 JU2754:UTM  18      -  LITTLE BEACH                             139 01 53.3
 JU2754
 JU2754|---------------------------------------------------------------------|
 JU2754| PID    Reference Object                     Distance      Geod. Az  |
 JU2754|                                                           dddmmss.s |
 JU2754| JU2761 LITTLE BEACH                        APPROX. 1.9 KM 1392659.2 |
 JU2754| CB2172 LETTUCE RM 1                         27.142 METERS 13932     |
 JU2754| CB2173 LETTUCE RM 2                         35.075 METERS 34343     |
 JU2754|---------------------------------------------------------------------|
 JU2754
 JU2754                          SUPERSEDED SURVEY CONTROL
 JU2754
 JU2754  NAD 83(1986)-  39 29 01.49435(N)    074 20 31.73653(W) AD(       ) 3
 JU2754  NAD 27      -  39 29 01.06900(N)    074 20 33.21700(W) AD(       ) 3
 JU2754
 JU2754.Superseded values are not recommended for survey control.
 JU2754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2754.See file dsdata.txt to determine how the superseded data were derived.
 JU2754
 JU2754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5657570668(NAD 83)
 JU2754_MARKER: DS = TRIANGULATION STATION DISK
 JU2754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2754
 JU2754  HISTORY     - Date     Condition        Report By
 JU2754  HISTORY     - 1935     MONUMENTED       CGS
 JU2754  HISTORY     - 1954     SEE DESCRIPTION  CGS
 JU2754  HISTORY     - 1962     SEE DESCRIPTION  CGS
 JU2754  HISTORY     - 1971     GOOD             NGS
 JU2754
 JU2754                          STATION DESCRIPTION
 JU2754
 JU2754'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2754'STATION IS A STANDARD DISK SET IN CONCRETE MONUMENT WHICH STANDS
 JU2754'ABOVE THE GROUND ABOUT ONE FOOT.  STATION IS LOCATED ON N SIDE
 JU2754'OF MARSH ISLAND SITUATED ON S SIDE OF GREAT BAY.  STATION IS ON
 JU2754'THE W SIDE OF THE ENTRANCE OF THE SECOND SMALL CREEK TO THE E OF
 JU2754'MILE THOROUGHFARE.  STATION IS 95.7 METERS FROM HWL.
 JU2754'
 JU2754'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2754'CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2754'
 JU2754'REFERENCE MARK NO. 1 IS APPROXIMATELY ON RANGE WITH STATION
 JU2754'LITTLE BEACH.  REFERENCE MARK NO. 2 IS APPROXIMATELY ON RANGE
 JU2754'WITH TUCKERTON RADIO TOWER.  ALL MARKS WERE SET ON 2X4 WOODEN
 JU2754'PILES.
 JU2754'
 JU2754'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 JU2754
 JU2754                          STATION RECOVERY (1954)
 JU2754
 JU2754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HJS)
 JU2754'STATION RECOVERED AS DESCRIBED.  STATION MARK FOUND TO BE
 JU2754'DETERIORATED, DISK RESET.  A 2- BY 4-IN. PILE WAS DRIVEN IN THE
 JU2754'GROUND.  A 36-IN. TILE, 8-IN. IN DIAMETER, WAS SET OVER THE
 JU2754'PILING AND FILLED WITH CONCRETE.
 JU2754
 JU2754                          STATION RECOVERY (1962)
 JU2754
 JU2754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2754'MONUMENT AT STATION MARK IS DETERIORATED AND NEEDS
 JU2754'REPLACEMENT.  RM 1 WAS RECOVERED IN GOOD CONDITION.  MONUMENT
 JU2754'AT RM 2 WAS SHATTERED, THE DISK LYING BESIDE IT.  THE 4X4 WITNESS
 JU2754'POST IS STILL STANDING.
 JU2754
 JU2754                          STATION RECOVERY (1971)
 JU2754
 JU2754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU2754'THE STATION MARK WAS RECOVERED AS DESCRIBED IN FAIR CONDITION.  THE
 JU2754'CONCRETE BLOCK HOUSING THE MARK HAS BEEN PARTIALLY DESTROYED, BUT
 JU2754'THE MARK IS STILL INTACT.
 JU2754'
 JU2754'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2754'4.0 MILES NORTH OF BRIGANTINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4676 ***********************************************************************
 KV4676  DESIGNATION -  LIFE INSURANCE COMPANY SPIRE
 KV4676  PID         -  KV4676
 KV4676  STATE/COUNTY-  NJ/ESSEX
 KV4676  USGS QUAD   -  ELIZABETH (1995)
 KV4676
 KV4676                         *CURRENT SURVEY CONTROL
 KV4676  ___________________________________________________________________
 KV4676* NAD 83(1996)-  40 44 12.89190(N)    074 10 21.13736(W)     ADJUSTED  
 KV4676* NAVD 88     -                                                        
 KV4676  ___________________________________________________________________
 KV4676  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 KV4676  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KV4676
 KV4676  HORZ ORDER  -  THIRD
 KV4676
 KV4676.The horizontal coordinates were established by classical geodetic methods
 KV4676.and adjusted by the National Geodetic Survey in September 1999..
 KV4676
 KV4676
 KV4676.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4676
 KV4676.The geoid height was determined by GEOID03.
 KV4676
 KV4676;                    North         East     Units Scale Factor Converg.
 KV4676;SPC NJ       -   211,386.050   177,657.577   MT  0.99990941   +0 12 49.3
 KV4676;SPC NJ       -   693,522.40    582,864.90   sFT  0.99990941   +0 12 49.3
 KV4676;SPC NY L     -    63,338.018   285,425.958   MT  0.99999684   -0 06 46.3
 KV4676;SPC NY L     -   207,801.48    936,435.00   sFT  0.99999684   -0 06 46.3
 KV4676;UTM  18      - 4,509,881.983   569,867.146   MT  0.99966008   +0 32 24.0
 KV4676
 KV4676                          SUPERSEDED SURVEY CONTROL
 KV4676
 KV4676  NAD 83(1996)-  40 44 12.89178(N)    074 10 21.13760(W) AD(       ) 4
 KV4676  NAD 83(1986)-  40 44 12.88971(N)    074 10 21.14060(W) AD(       ) 4
 KV4676  NAD 27      -  40 44 12.52300(N)    074 10 22.61300(W) AD(       ) 3
 KV4676
 KV4676.Superseded values are not recommended for survey control.
 KV4676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4676.See file dsdata.txt to determine how the superseded data were derived.
 KV4676
 KV4676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6986709882(NAD 83)
 KV4676_MARKER: 89 = SPIRE
 KV4676
 KV4676  HISTORY     - Date     Condition        Report By
 KV4676  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4676
 KV4676                          STATION DESCRIPTION
 KV4676
 KV4676'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2767 ***********************************************************************
 JU2767  DESIGNATION -  LIGHT
 JU2767  PID         -  JU2767
 JU2767  STATE/COUNTY-  NJ/ATLANTIC
 JU2767  USGS QUAD   -  ATLANTIC CITY (1994)
 JU2767
 JU2767                         *CURRENT SURVEY CONTROL
 JU2767  ___________________________________________________________________
 JU2767* NAD 83(1996)-  39 21 11.22759(N)    074 29 37.36295(W)     ADJUSTED  
 JU2767* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2767  ___________________________________________________________________
 JU2767  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 JU2767  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JU2767
 JU2767  HORZ ORDER  -  THIRD
 JU2767
 JU2767.The horizontal coordinates were established by classical geodetic methods
 JU2767.and adjusted by the National Geodetic Survey in September 1999..
 JU2767
 JU2767.The orthometric height was scaled from a topographic map.
 JU2767
 JU2767.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2767
 JU2767.The geoid height was determined by GEOID03.
 JU2767
 JU2767;                    North         East     Units Scale Factor Converg.
 JU2767;SPC NJ       -    57,699.405   150,541.941   MT  0.99990000   +0 00 14.4
 JU2767;SPC NJ       -   189,302.13    493,903.02   sFT  0.99990000   +0 00 14.4
 JU2767;UTM  18      - 4,356,085.955   543,621.740   MT  0.99962343   +0 19 15.7
 JU2767
 JU2767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2767!SPC NJ       -   1.00000529  x   0.99990000  =   0.99990529
 JU2767!UTM  18      -   1.00000529  x   0.99962343  =   0.99962872
 JU2767
 JU2767:                Primary Azimuth Mark                     Grid Az
 JU2767:SPC NJ       -  GAS                                      036 05 21.1
 JU2767:UTM  18      -  GAS                                      035 46 19.8
 JU2767
 JU2767|---------------------------------------------------------------------|
 JU2767| PID    Reference Object                     Distance      Geod. Az  |
 JU2767|                                                           dddmmss.s |
 JU2767| JU2769 GAS                                 APPROX. 2.5 KM 0360535.5 |
 JU2767| CB2180 LIGHT RM 2                           17.304 METERS 08523     |
 JU2767| CB2179 LIGHT RM 1                           19.387 METERS 15737     |
 JU2767|---------------------------------------------------------------------|
 JU2767
 JU2767                          SUPERSEDED SURVEY CONTROL
 JU2767
 JU2767  NAD 83(1986)-  39 21 11.21586(N)    074 29 37.35562(W) AD(       ) 3
 JU2767  NAD 27      -  39 21 10.79600(N)    074 29 38.81300(W) AD(       ) 3
 JU2767
 JU2767.Superseded values are not recommended for survey control.
 JU2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2767.See file dsdata.txt to determine how the superseded data were derived.
 JU2767
 JU2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4362256086(NAD 83)
 JU2767_MARKER: DS = TRIANGULATION STATION DISK
 JU2767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2767
 JU2767  HISTORY     - Date     Condition        Report By
 JU2767  HISTORY     - 1935     MONUMENTED       CGS
 JU2767  HISTORY     - 1950     MARK NOT FOUND   CGS
 JU2767  HISTORY     - 1974     MARK NOT FOUND   NGS
 JU2767
 JU2767                          STATION DESCRIPTION
 JU2767
 JU2767'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2767'THIS INTERSECTION STATION IS LOCATED ON THE NW POINT OF LAND AT
 JU2767'THE JUNCTION OF THE BEACH THOROFARE AND THE DREDGED CUT IN THE
 JU2767'INLAND WATERWAY NW OF VENTNOR CITY, N.J.  IT IS 18.2 METERS FROM
 JU2767'HIGH WATER LINE AT THE POINT AND 13.9 METERS FROM FLASHING BEACON
 JU2767'NO.12.
 JU2767'
 JU2767'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2767'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.  ALL MARKS ARE IN
 JU2767'ACCORDANCE WITH THE ABOVE NOTES EXCEPT MONUMENTS FASTENED TO THE
 JU2767'END OF 2 X 4 PILES DRIVEN INTO THE GROUND.  ALL DISKS STAMPED
 JU2767'LIGHT 1935.  REFERENCE MARKS STAMPED 1 AND 2
 JU2767'RESPECTIVELY.  REFERENCE MARK NO. 2 IS ON RANGE WITH RITZ.
 JU2767'
 JU2767'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 JU2767
 JU2767                          STATION RECOVERY (1950)
 JU2767
 JU2767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2767'STATION AND REFERENCE MARKS WERE NOT RECOVERED.  THE POINT HAS
 JU2767'ERODED TO SUCH AN EXTENT THAT NONE OF THE SHORELINE MEASUREMENTS
 JU2767'CHECK.
 JU2767'
 JU2767'FLASHING BEACON NO. 12 HAS BEEN REPLACED BY LIGHT NO. 3.  A
 JU2767'PILE WAS FOUND IN THE WATER THAT MAY HAVE BEEN FLASHING BEACON
 JU2767'NO. 12.  MEASUREMENTS WERE MADE FROM NO. 12 AND NO. 3.
 JU2767'
 JU2767'IT IS RECOMMENDED THAT THIS STATION BE CONSIDERED LOST.
 JU2767
 JU2767                          STATION RECOVERY (1974)
 JU2767
 JU2767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU2767'A SEARCH WAS MADE FOR THE STATION BUT NO MARKS WERE FOUND.  THE
 JU2767'ENTIRE SEARCH WAS HAMPERED BY TALL SWAMP GRASS AND SNOW COVERED
 JU2767'GROUND.  THE MARKS MAY STILL REMAIN INTACT HOWEVER THEY WERE NOT
 JU2767'FOUND AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4204 ***********************************************************************
 KV4204  DESIGNATION -  LIGHT CHIMNEY
 KV4204  PID         -  KV4204
 KV4204  STATE/COUNTY-  NJ/ESSEX
 KV4204  USGS QUAD   -  ORANGE (1981)
 KV4204
 KV4204                         *CURRENT SURVEY CONTROL
 KV4204  ___________________________________________________________________
 KV4204* NAD 83(1996)-  40 46 41.30034(N)    074 09 05.62579(W)     ADJUSTED  
 KV4204* NAVD 88     -                                                        
 KV4204  ___________________________________________________________________
 KV4204  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 KV4204  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KV4204
 KV4204  HORZ ORDER  -  THIRD
 KV4204
 KV4204.The horizontal coordinates were established by classical geodetic methods
 KV4204.and adjusted by the National Geodetic Survey in September 1999..
 KV4204
 KV4204
 KV4204.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4204
 KV4204.The geoid height was determined by GEOID03.
 KV4204
 KV4204;                    North         East     Units Scale Factor Converg.
 KV4204;SPC NJ       -   215,970.381   179,411.001   MT  0.99991064   +0 13 39.3
 KV4204;SPC NJ       -   708,562.82    588,617.59   sFT  0.99991064   +0 13 39.3
 KV4204;SPC NY L     -    67,912.673   287,205.641   MT  0.99999569   -0 05 56.9
 KV4204;SPC NY L     -   222,810.16    942,273.84   sFT  0.99999569   -0 05 56.9
 KV4204;UTM  18      - 4,514,475.087   571,593.992   MT  0.99966309   +0 33 15.0
 KV4204
 KV4204                          SUPERSEDED SURVEY CONTROL
 KV4204
 KV4204  NAD 83(1996)-  40 46 41.30010(N)    074 09 05.62606(W) AD(       ) 4
 KV4204  NAD 83(1986)-  40 46 41.29594(N)    074 09 05.63198(W) AD(       ) 4
 KV4204  NAD 27      -  40 46 40.93000(N)    074 09 07.12000(W) AD(       ) 3
 KV4204
 KV4204.Superseded values are not recommended for survey control.
 KV4204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4204.See file dsdata.txt to determine how the superseded data were derived.
 KV4204
 KV4204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7159414475(NAD 83)
 KV4204_MARKER: 85 = CHIMNEY
 KV4204
 KV4204  HISTORY     - Date     Condition        Report By
 KV4204  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4204  HISTORY     - 20051113 GOOD             GEOCAC
 KV4204
 KV4204                          STATION DESCRIPTION
 KV4204
 KV4204'DESCRIBED BY GEOCACHING 2005 (PR)
 KV4204'FOUND BY COORDINATES.  THE SURROUNDING BUILDINGS ARE DECREPIT, BUT THE
 KV4204'CHIMNEY IS STILL THERE.  ON THE EAST SIDE OF MCCARTER HIGHWAY, IN
 KV4204'NEWARK, NEW JERSEY, JUST NORTH OF THE RAILROAD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0320 ***********************************************************************
 JU0320  DESIGNATION -  LIGHTHOUSE PARK
 JU0320  PID         -  JU0320
 JU0320  STATE/COUNTY-  NJ/ATLANTIC
 JU0320  USGS QUAD   -  ATLANTIC CITY (1994)
 JU0320
 JU0320                         *CURRENT SURVEY CONTROL
 JU0320  ___________________________________________________________________
 JU0320* NAD 83(1996)-  39 21 57.91974(N)    074 24 49.63728(W)     ADJUSTED  
 JU0320* NAVD 88     -         1.874  (meters)       6.15   (feet)  ADJUSTED  
 JU0320  ___________________________________________________________________
 JU0320  X           -   1,326,680.498 (meters)                     COMP
 JU0320  Y           -  -4,756,054.135 (meters)                     COMP
 JU0320  Z           -   4,023,799.873 (meters)                     COMP
 JU0320  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 JU0320  ELLIP HEIGHT-         -32.50  (meters)          (10/23/02) GPS OBS
 JU0320  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 JU0320  DYNAMIC HT  -           1.873 (meters)       6.14  (feet)  COMP
 JU0320  MODELED GRAV-     980,106.8   (mgal)                       NAVD 88
 JU0320
 JU0320  HORZ ORDER  -  FIRST
 JU0320  VERT ORDER  -  FIRST     CLASS I
 JU0320  ELLP ORDER  -  FOURTH    CLASS I
 JU0320
 JU0320.The horizontal coordinates were established by GPS observations
 JU0320.and adjusted by the National Geodetic Survey in May 1999..
 JU0320
 JU0320.The orthometric height was determined by differential leveling
 JU0320.and adjusted by the National Geodetic Survey in June 1991..
 JU0320
 JU0320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0320
 JU0320.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0320
 JU0320.The ellipsoidal height was determined by GPS observations
 JU0320.and is referenced to NAD 83.
 JU0320
 JU0320.The geoid height was determined by GEOID03.
 JU0320
 JU0320.The dynamic height is computed by dividing the NAVD 88
 JU0320.geopotential number by the normal gravity value computed on the
 JU0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0320.degrees latitude (g = 980.6199 gals.).
 JU0320
 JU0320.The modeled gravity was interpolated from observed gravity values.
 JU0320
 JU0320;                    North         East     Units Scale Factor Converg.
 JU0320;SPC NJ       -    59,142.752   157,428.844   MT  0.99990068   +0 03 16.9
 JU0320;SPC NJ       -   194,037.51    516,497.80   sFT  0.99990068   +0 03 16.9
 JU0320;UTM  18      - 4,357,566.990   550,498.672   MT  0.99963140   +0 22 18.6
 JU0320
 JU0320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0320!SPC NJ       -   1.00000510  x   0.99990068  =   0.99990578
 JU0320!UTM  18      -   1.00000510  x   0.99963140  =   0.99963650
 JU0320
 JU0320:                Primary Azimuth Mark                     Grid Az
 JU0320:SPC NJ       -  BRIGANTINE BEACH SOUTH TANK              031 27 18.4
 JU0320:UTM  18      -  BRIGANTINE BEACH SOUTH TANK              031 08 16.7
 JU0320
 JU0320|---------------------------------------------------------------------|
 JU0320| PID    Reference Object                     Distance      Geod. Az  |
 JU0320|                                                           dddmmss.s |
 JU0320| JU2780 BRIGANTINE BEACH SOUTH TANK         APPROX. 3.8 KM 0313035.3 |
 JU0320| JU0321 LIGHTHOUSE PARK RM 1                 36.890 METERS 05325     |
 JU0320| CB2181 LIGHTHOUSE PARK RM 3                               23558     |
 JU0320| JU2765 ATLANTIC CITY CLARIDGE HOTEL        APPROX. 1.8 KM 2383118.0 |
 JU0320| JU2778 RITZ                                APPROX. 3.0 KM 2401725.5 |
 JU0320| JU2779 ATLANTIC CITY RADIO WFPG MAST       APPROX. 3.5 KM 2891629.8 |
 JU0320| JU2770 ATLANTIC CITY MUNICIPAL TANK        APPROX. 1.2 KM 2943044.7 |
 JU0320| JU2772 ABSECON LIGHT                        40.341 METERS 31053     |
 JU0320| JU2771 BASIC BENCH MARK 1962                53.080 METERS 31750     |
 JU0320|---------------------------------------------------------------------|
 JU0320
 JU0320                          SUPERSEDED SURVEY CONTROL
 JU0320
 JU0320  ELLIP H (05/14/99)  -32.52   (m)                       GP(       ) 4 1
 JU0320  NAD 83(1986)-  39 21 57.91821(N)    074 24 49.63604(W) AD(       ) 1
 JU0320  ELLIP H (03/31/93)  -32.58   (m)                       GP(       ) 3 2
 JU0320  NAD 83(1986)-  39 21 57.90902(N)    074 24 49.62921(W) AD(       ) 3
 JU0320  NAD 27      -  39 21 57.48690(N)    074 24 51.10000(W) AD(       ) 3
 JU0320  NAVD 88 (03/31/93)    1.87   (m)            6.1    (f) LEVELING    3  
 JU0320  NGVD 29 (01/10/92)    2.279  (m)            7.48   (f) ADJUSTED    1 1
 JU0320
 JU0320.Superseded values are not recommended for survey control.
 JU0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0320.See file dsdata.txt to determine how the superseded data were derived.
 JU0320
 JU0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5049957567(NAD 83)
 JU0320_MARKER: DS = TRIANGULATION STATION DISK
 JU0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0320_SP_SET: CONCRETE POST
 JU0320_STAMPING: LIGHTHOUSE PARK 1962
 JU0320_MARK LOGO: CGS   
 JU0320_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0320+STABILITY: SURFACE MOTION
 JU0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0320+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1990
 JU0320
 JU0320  HISTORY     - Date     Condition        Report By
 JU0320  HISTORY     - 1962     MONUMENTED       CGS
 JU0320  HISTORY     - 1964     GOOD             CGS
 JU0320  HISTORY     - 1964     GOOD             CGS
 JU0320  HISTORY     - 19891018 GOOD             NJGS
 JU0320  HISTORY     - 19900808 GOOD             NJGS
 JU0320  HISTORY     - 20060224 GOOD             GEOCAC
 JU0320
 JU0320                          STATION DESCRIPTION
 JU0320
 JU0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU0320'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF THE LIGHTHOUSE
 JU0320'PARK, IN THE NORTHEAST PART OF ATLANTIC CITY, ON PACIFIC AVE.,
 JU0320'BETWEEN RHODE ISLAND AND VERMONT AVENUES.  IT IS 125 FEET
 JU0320'SOUTHWEST OF THE SOUTHEAST CORNER OF THE LIGHTHOUSE PARK, 120
 JU0320'FEET SOUTHEAST OF THE SOUTH SIDE OF THE LIGHTHOUSE, 44 FEET
 JU0320'NORTHWEST OF THE CENTERLINE OF PACIFIC AVE., AND 10 FEET
 JU0320'NORTHWEST OF A WITNESS POST AND A HEDGE ROW.  THE MONUMENT IS
 JU0320'FLUSH AND THE DISK IS STAMPED LIGHTHOUSE PARK 1962.
 JU0320'
 JU0320'TO REACH REFERENCE MARK 3 FROM THE STATION, GO SOUTHWEST ON
 JU0320'PACIFIC AVE. FOR 0.1 MILE TO THE INTERSECTION WITH
 JU0320'MASSACHUSETTS AVE., AND REFERENCE MARK 3 IN THE SOUTHWEST ANGLE
 JU0320'OF THE INTERSECTION.
 JU0320'
 JU0320'REFERENCE MARK 1 IS 41 FEET NORTHWEST OF A STREET SIGN POLE
 JU0320'(PACIFIC AVE. AND VERMONT AVE.), 33 FEET NORTHWEST OF THE SOUTHEAST
 JU0320'CORNER OF THE PARK, 30 FEET SOUTHWEST OF THE CENTERLINE OF
 JU0320'VERMONT AVE., AND 1 FOOT WEST OF A HEDGE ROW.  THE MONUMENT IS
 JU0320'FLUSH AND THE DISK IS STAMPED LIGHTHOUSE PARK NO 1 1962.
 JU0320'
 JU0320'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LIGHTHOUSE PARK NO
 JU0320'3 1962, CEMENTED IN A DRILLED HOLE IN THE SIDEWALK, AT THE
 JU0320'SOUTHWEST ANGLE OF THE INTERSECTION OF PACIFIC AVE. AND
 JU0320'MASSACHUSETTS AVE.  IT IS 1 FOOT EAST OF THE EAST SIDE OF A COBBLE
 JU0320'STONE STEP OF THE ENTRANCE TO 500 MANOR APARTMENT BUILDING,
 JU0320'13.7 FEET SOUTH OF THE SOUTH CURB OF PACIFIC AVE., 10.6 FEET
 JU0320'WEST OF THE WEST CURB OF MASSACHUSETTS AVE., AND 9.5 FEET WEST
 JU0320'OF A FIRE ALARM POLE.
 JU0320'
 JU0320'BASIC BENCH MARK IS A STANDARD COAST AND GEODETIC SURVEY BENCH
 JU0320'MARK DISK STAMPED 10.30 (FEET ELEVATION), SET IN THE TOP OF A
 JU0320'16 X 16 INCH CONCRETE POST THAT PROJECTS 24 INCHES.  IT IS 33
 JU0320'FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL BRICK BUILDING, 32
 JU0320'FEET SOUTHEAST OF A POWER POLE, AND 32 FEET NORTH OF THE NORTH
 JU0320'SIDE OF THE LIGHTHOUSE.
 JU0320'
 JU0320'HEIGHT OF LIGHT ABOVE STATION MARK 26.10 METERS.
 JU0320
 JU0320                          STATION RECOVERY (1964)
 JU0320
 JU0320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RG)
 JU0320'THE STATION AND REFERENCE MARK 1 ARE LOCATED AT THE ABSECON
 JU0320'LIGHT RESERVATION IN ATLANTIC CITY.  THE STATION MARK IS 24
 JU0320'FEET NORTH OF THE NORTH CURB OF PACIFIC AVENUE, 50 FEET
 JU0320'EAST-NORTHEAST OF THE CENTER OF THE SOUTH ENTRANCE WALKWAY TO THE
 JU0320'PARK, AND IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JU0320'
 JU0320'RM NO. 1 IS 121.1 FEET EAST-NORTHEAST OF THE STATION MARK, 43
 JU0320'FEET NORTH OF THE NORTH CURB OF PACIFIC AVENUE, 15.5 FEET WEST
 JU0320'OF THE WEST CURB OF VERMONT AVENUE, AND IS SET IN TOP OF A
 JU0320'CONCRETE POST FLUSH WITH THE GROUND.
 JU0320'
 JU0320'RM NO. 2 AND AZIMUTH MARK WERE NOT RECOVERED.
 JU0320
 JU0320                          STATION RECOVERY (1964)
 JU0320
 JU0320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0320'AT ATLANTIC CITY.
 JU0320'AT ATLANTIC CITY, AT THE ABSECON LIGHT RESERVATION, 24 FEET NORTH
 JU0320'OF NORTH CURB OF PACIFIC AVENUE, 50 FEET EAST-NORTHEAST OF CENTER
 JU0320'OF SOUTH ENTRANCE WALKWAY TO THE PARK, AND SET IN THE TOP OF
 JU0320'A CONCRETE POST FLUSH WITH GROUND.
 JU0320
 JU0320                          STATION RECOVERY (1989)
 JU0320
 JU0320'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 JU0320'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE NORTHWEST SIDE OF
 JU0320'PACIFIC AVENUE, AT THE HISTORIC ABSECON LIGHTHOUSE RESERVATION,
 JU0320'BETWEEN VERMONT AND RHODE ISLAND AVENUES TO THE NORTHEAST AND
 JU0320'SOUTHWEST RESPECTIVELY.  THE STATION IS 36.9 M (121.1 FT) WEST
 JU0320'SOUTHWEST FROM LIGHTHOUSE PARK RM 1, 7.25 M (23.79 FT) NORTH FROM THE
 JU0320'NORTH CURB OF PACIFIC AVENUE, 36.1 M (118.4 FT) SOUTH SOUTHEAST FROM
 JU0320'THE CENTERLINE OF THE SOUTH WINDOW OF THE LIGHTHOUSE, AND FLUSH WITH
 JU0320'THE GROUND.
 JU0320
 JU0320                          STATION RECOVERY (1990)
 JU0320
 JU0320'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0320'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE NORTHWEST SIDE OF
 JU0320'PACIFIC AVENUE, AT THE HISTORIC ABSECON LIGHTHOUSE RESERVATION,
 JU0320'BETWEEN VERMONT AND RHODE ISLAND AVENUES TO THE NORTHEAST AND THE
 JU0320'SOUTHWEST RESPECTIVELY. THE STATION IS 36.9 M (121.1 FT) WEST
 JU0320'SOUTHWEST FROM LIGHTHOUSE PARK RM 1, 7.25 M (23.79 FT) NORTH FROM THE
 JU0320'NORTH CURB OF PACIFIC AVENUE, 36.1 M (118.4 FT) SOUTH SOUTHEAST FROM
 JU0320'THE CENTERLINE OF THE SOUTH WINDOW OF THE LIGHTHOUSE, 35.7 M
 JU0320'(117.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A 4 FOOT HIGH METAL
 JU0320'FENCE AROUND THE LIGHTHOUSE ATTENDANTS BUILDING, 41.3 M (135.5 FT)
 JU0320'SOUTHWEST OF THE SOUTHWEST CURBLINE OF VERMONT AVENUE, 41.1 M
 JU0320'(134.8 FT) SOUTHWEST OF POLE NUMBER ACE 358, 16.0 M (52.5 FT)
 JU0320'NORTHEAST OF THE CENTERLINE INTERSECTION POINT OF THE RETAINING WALL
 JU0320'SURROUNDING THE GRASS AREA AND THE POINT OF BEGINNING OF A PEDESTRIAN
 JU0320'PATHWAY LEADING INTO THE LIGHTHOUSE GROUNDS AND FLUSH WITH THE
 JU0320'GROUND.
 JU0320
 JU0320                          STATION RECOVERY (2006)
 JU0320
 JU0320'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0320'THE STATION IS IN A HEDGEROW, ABOUT 5.5 FEET NORTHWEST OF THE WROUGHT
 JU0320'IRON PERIMETER FENCE THAT RUNS ALONG THE NORTHWEST SIDE OF PACIFIC
 JU0320'AVENUE, AND RECESSED TWO INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0321 ***********************************************************************
 JU0321  DESIGNATION -  LIGHTHOUSE PARK RM 1
 JU0321  PID         -  JU0321
 JU0321  STATE/COUNTY-  NJ/ATLANTIC
 JU0321  USGS QUAD   -  ATLANTIC CITY (1994)
 JU0321
 JU0321                         *CURRENT SURVEY CONTROL
 JU0321  ___________________________________________________________________
 JU0321* NAD 83(1986)-  39 21 57.     (N)    074 24 50.     (W)     SCALED    
 JU0321* NAVD 88     -         1.863  (meters)       6.11   (feet)  ADJUSTED  
 JU0321  ___________________________________________________________________
 JU0321  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 JU0321  DYNAMIC HT  -           1.862 (meters)       6.11  (feet)  COMP
 JU0321  MODELED GRAV-     980,106.8   (mgal)                       NAVD 88
 JU0321
 JU0321  VERT ORDER  -  FIRST     CLASS I
 JU0321
 JU0321.The horizontal coordinates were scaled from a topographic map and have
 JU0321.an estimated accuracy of +/- 6 seconds.
 JU0321
 JU0321.The orthometric height was determined by differential leveling
 JU0321.and adjusted by the National Geodetic Survey in June 1991..
 JU0321
 JU0321.The geoid height was determined by GEOID03.
 JU0321
 JU0321.The dynamic height is computed by dividing the NAVD 88
 JU0321.geopotential number by the normal gravity value computed on the
 JU0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0321.degrees latitude (g = 980.6199 gals.).
 JU0321
 JU0321.The modeled gravity was interpolated from observed gravity values.
 JU0321
 JU0321;                    North         East    Units  Estimated Accuracy
 JU0321;SPC NJ       -    59,110.      157,420.      MT  (+/- 180 meters Scaled)
 JU0321
 JU0321                          SUPERSEDED SURVEY CONTROL
 JU0321
 JU0321  NGVD 29 (01/10/92)    2.268  (m)            7.44   (f) ADJUSTED    1 1
 JU0321
 JU0321.Superseded values are not recommended for survey control.
 JU0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0321.See file dsdata.txt to determine how the superseded data were derived.
 JU0321
 JU0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ504575(NAD 83)
 JU0321_MARKER: DR = REFERENCE MARK DISK
 JU0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0321_SP_SET: CONCRETE POST
 JU0321_STAMPING: LIGHTHOUSE PARK NO 1 1962
 JU0321_MARK LOGO: CGS   
 JU0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0321+STABILITY: SURFACE MOTION
 JU0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0321+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1989
 JU0321
 JU0321  HISTORY     - Date     Condition        Report By
 JU0321  HISTORY     - 1962     MONUMENTED       CGS
 JU0321  HISTORY     - 1964     GOOD             CGS
 JU0321  HISTORY     - 19891018 GOOD             NJGS
 JU0321
 JU0321                          STATION DESCRIPTION
 JU0321
 JU0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0321'AT ATLANTIC CITY.
 JU0321'AT ATLANTIC CITY, AT THE ABSECON LIGHT RESERVATION, 121.1 FEET
 JU0321'EAST-NORTHEAST OF TRIANGULATION STATION LIGHTHOUSE PARK DESCRIBED,
 JU0321'43 FEET NORTH OF NORTH CURB OF PACIFIC AVENUE, 15.5 FEET WEST OF
 JU0321'WEST CURB OF VERMONT AVENUE, AND SET IN THE TOP OF A CONCRETE POST
 JU0321'FLUSH WITH GROUND.
 JU0321
 JU0321                          STATION RECOVERY (1989)
 JU0321
 JU0321'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 JU0321'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE NORTHWEST SIDE OF
 JU0321'PACIFIC AVENUE, AT THE HISTORIC ABSECON LIGHTHOUSE RESERVATION,
 JU0321'BETWEEN VERMONT AND RHODE ISLAND AVENUES TO THE NORTHEAST AND
 JU0321'SOUTHWEST RESPECTIVELY.  THE STATION IS 8.5 M (27.9 FT) SOUTHWEST
 JU0321'FROM A BELL TELEPHONE MANHOLE IN VERMONT AVENUE, 4.75 M (15.58 FT)
 JU0321'WEST FROM THE WEST CURB OF VERMONT AVENUE, 13 M (42.7 FT) NORTH FROM
 JU0321'THE NORTH CURB OF PACIFIC AVENUE, 36.9 M (121.1 FT) EAST NORTHEAST
 JU0321'FROM TRIANGULATION STATION, LIGHTHOUSE PARK AND FLUSH WITH THE
 JU0321'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4150 ***********************************************************************
 KV4150  DESIGNATION -  LIME
 KV4150  PID         -  KV4150
 KV4150  STATE/COUNTY-  NJ/ESSEX
 KV4150  USGS QUAD   -  ORANGE (1981)
 KV4150
 KV4150                         *CURRENT SURVEY CONTROL
 KV4150  ___________________________________________________________________
 KV4150* NAD 83(1996)-  40 46 25.79764(N)    074 09 16.96381(W)     ADJUSTED  
 KV4150* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4150  ___________________________________________________________________
 KV4150  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 KV4150  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV4150
 KV4150  HORZ ORDER  -  THIRD
 KV4150
 KV4150.The horizontal coordinates were established by classical geodetic methods
 KV4150.and adjusted by the National Geodetic Survey in September 1999..
 KV4150
 KV4150.The orthometric height was scaled from a topographic map.
 KV4150
 KV4150.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4150
 KV4150.The geoid height was determined by GEOID03.
 KV4150
 KV4150;                    North         East     Units Scale Factor Converg.
 KV4150;SPC NJ       -   215,491.163   179,147.043   MT  0.99991045   +0 13 31.8
 KV4150;SPC NJ       -   706,990.59    587,751.59   sFT  0.99991045   +0 13 31.8
 KV4150;SPC NY L     -    67,434.927   286,938.932   MT  0.99999578   -0 06 04.3
 KV4150;SPC NY L     -   221,242.76    941,398.81   sFT  0.99999578   -0 06 04.3
 KV4150;UTM  18      - 4,513,994.492   571,332.834   MT  0.99966263   +0 33 07.4
 KV4150
 KV4150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4150!SPC NJ       -   1.00000495  x   0.99991045  =   0.99991540
 KV4150!SPC NY L     -   1.00000495  x   0.99999578  =   1.00000073
 KV4150!UTM  18      -   1.00000495  x   0.99966263  =   0.99966758
 KV4150
 KV4150:                Primary Azimuth Mark                     Grid Az
 KV4150:SPC NJ       -  ERIE                                     031 17 33.1
 KV4150:SPC NY L     -  ERIE                                     031 37 09.2
 KV4150:UTM  18      -  ERIE                                     030 57 57.5
 KV4150
 KV4150|---------------------------------------------------------------------|
 KV4150| PID    Reference Object                     Distance      Geod. Az  |
 KV4150|                                                           dddmmss.s |
 KV4150| KV4205 ERIE                                APPROX. 0.5 KM 0313104.9 |
 KV4150| KV4136 ARLINGTON                           APPROX. 0.5 KM 0585106.3 |
 KV4150| KV4147 CHILD                               172.812 METERS 10548     |
 KV4150| KV4149 KEARNY SACRED HEART CH SPIRE        APPROX. 0.7 KM 1590500.0 |
 KV4150| CB5261 LIME RM 2                            19.480 METERS 17245     |
 KV4150| CB5260 LIME RM 1                            13.274 METERS 29423     |
 KV4150|---------------------------------------------------------------------|
 KV4150
 KV4150                          SUPERSEDED SURVEY CONTROL
 KV4150
 KV4150  NAD 83(1996)-  40 46 25.79741(N)    074 09 16.96407(W) AD(       ) 3
 KV4150  NAD 83(1986)-  40 46 25.79300(N)    074 09 16.96985(W) AD(       ) 3
 KV4150  NAD 27      -  40 46 25.43800(N)    074 09 18.44800(W) AD(       ) 3
 KV4150
 KV4150.Superseded values are not recommended for survey control.
 KV4150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4150.See file dsdata.txt to determine how the superseded data were derived.
 KV4150
 KV4150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7133313994(NAD 83)
 KV4150_MARKER: DS = TRIANGULATION STATION DISK
 KV4150_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4150_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4150
 KV4150  HISTORY     - Date     Condition        Report By
 KV4150  HISTORY     - 1913     MONUMENTED       CGS
 KV4150  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4150
 KV4150                          STATION DESCRIPTION
 KV4150
 KV4150'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4150'STATION IS ON THE W SIDE OF PASSAIC RIVER, ON THE PROPERTY OF THE
 KV4150'MAGNESIA CONSOLIDATED COMPANY IN NORTH NEWARK.  THE STATION IS
 KV4150'ON THE DOCK, 6 METERS FROM ITS NORTHERN SIDE AND 16 METERS
 KV4150'FROM ITS EASTERN FACE, AND IS ABOUT 1/4 MILE BELOW THE ERIE
 KV4150'RAILROAD BRIDGE FROM NORTH NEWARK TO WEST ARLINGTON.
 KV4150'
 KV4150'THE STATION IS MARKED BY A C. AND G.S. STANDARD BRASS DISK CEMENTED
 KV4150'IN THE TOP OF A 4-INCH TILE PIPE AND SUNK TO THE GROUND LEVEL.
 KV4150'
 KV4150'THE SUBSURFACE MARK IS A BURIED BOTTLE SET IN CONCRETE.
 KV4150'
 KV4150'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CEMENT CONTAINED
 KV4150'IN A 4-INCH TILE PIPE AND SUNK TO GROUND LEVEL, ARE PLACED
 KV4150'RESPECTIVELY 43.55 FEET NW BY W AND 63.91 FEET SSW FROM THE
 KV4150'STATION.
 KV4150
 KV4150                          STATION RECOVERY (1933)
 KV4150
 KV4150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4150'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4193 ***********************************************************************
 KV4193  DESIGNATION -  LIN 1913
 KV4193  PID         -  KV4193
 KV4193  STATE/COUNTY-  NJ/HUDSON
 KV4193  USGS QUAD   -  ORANGE (1981)
 KV4193
 KV4193                         *CURRENT SURVEY CONTROL
 KV4193  ___________________________________________________________________
 KV4193* NAD 83(1996)-  40 45 39.94681(N)    074 09 33.43290(W)     ADJUSTED  
 KV4193* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 KV4193  ___________________________________________________________________
 KV4193  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 KV4193  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KV4193
 KV4193  HORZ ORDER  -  THIRD
 KV4193
 KV4193.The horizontal coordinates were established by classical geodetic methods
 KV4193.and adjusted by the National Geodetic Survey in September 1999..
 KV4193
 KV4193.The orthometric height was scaled from a topographic map.
 KV4193
 KV4193.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4193
 KV4193.The geoid height was determined by GEOID03.
 KV4193
 KV4193;                    North         East     Units Scale Factor Converg.
 KV4193;SPC NJ       -   214,075.427   178,766.362   MT  0.99991018   +0 13 20.8
 KV4193;SPC NJ       -   702,345.80    586,502.64   sFT  0.99991018   +0 13 20.8
 KV4193;SPC NY L     -    66,021.264   286,550.153   MT  0.99999610   -0 06 15.1
 KV4193;SPC NY L     -   216,604.76    940,123.29   sFT  0.99999610   -0 06 15.1
 KV4193;UTM  18      - 4,512,576.961   570,960.320   MT  0.99966198   +0 32 56.1
 KV4193
 KV4193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4193!SPC NJ       -   1.00000417  x   0.99991018  =   0.99991435
 KV4193!SPC NY L     -   1.00000417  x   0.99999610  =   1.00000027
 KV4193!UTM  18      -   1.00000417  x   0.99966198  =   0.99966615
 KV4193
 KV4193:                Primary Azimuth Mark                     Grid Az
 KV4193:SPC NJ       -  PATTONS CHIMNEY                          001 55 11.8
 KV4193:SPC NY L     -  PATTONS CHIMNEY                          002 14 47.7
 KV4193:UTM  18      -  PATTONS CHIMNEY                          001 35 36.5
 KV4193
 KV4193|---------------------------------------------------------------------|
 KV4193| PID    Reference Object                     Distance      Geod. Az  |
 KV4193|                                                           dddmmss.s |
 KV4193| KV4158 PATTONS CHIMNEY                     APPROX. 0.5 KM 0020832.6 |
 KV4193| KV4159 FILL                                APPROX. 0.5 KM 0173812.3 |
 KV4193| KV4149 KEARNY SACRED HEART CH SPIRE        APPROX. 1.0 KM 0374922.8 |
 KV4193| KV4156 CEMETERY                            307.033 METERS 29359     |
 KV4193| KV4154 PATTON 1913                         APPROX. 0.6 KM 3562011.8 |
 KV4193|---------------------------------------------------------------------|
 KV4193
 KV4193                          SUPERSEDED SURVEY CONTROL
 KV4193
 KV4193  NAD 83(1996)-  40 45 39.94660(N)    074 09 33.43315(W) AD(       ) 3
 KV4193  NAD 83(1986)-  40 45 39.94266(N)    074 09 33.43794(W) AD(       ) 3
 KV4193  NAD 27      -  40 45 39.58200(N)    074 09 34.91800(W) AD(       ) 3
 KV4193
 KV4193.Superseded values are not recommended for survey control.
 KV4193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4193.See file dsdata.txt to determine how the superseded data were derived.
 KV4193
 KV4193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7096012577(NAD 83)
 KV4193_MARKER: H = DRILL HOLE
 KV4193_SETTING: 0 = UNSPECIFIED SETTING
 KV4193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4193
 KV4193  HISTORY     - Date     Condition        Report By
 KV4193  HISTORY     - 1913     MONUMENTED       CGS
 KV4193  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4193  HISTORY     - 20010430 MARK NOT FOUND   USPSQD
 KV4193
 KV4193                          STATION DESCRIPTION
 KV4193
 KV4193'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4193'STATION IS ON THE E SIDE OF PASSAIC RIVER, IN THE TOWN OF
 KV4193'HARRISON, ON THE TOP OF THE TOWER OF THE NAIM LINOLEUM COMPANYS
 KV4193'BUILDING.
 KV4193'
 KV4193'THE STATION IS MARKED BY A DRILLED HOLE WITHIN A TRIANGLE CUT
 KV4193'ON THE INNER CORNER OF A LARGE FLAT STONE AT THE SW CORNER OF
 KV4193'THE TOWER.  THERE IS A FLAGPOLE IN THE CENTER OF THE ROOF.
 KV4193
 KV4193                          STATION RECOVERY (1933)
 KV4193
 KV4193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4193'STATION REPORTED LOST.
 KV4193
 KV4193                          STATION RECOVERY (2001)
 KV4193
 KV4193'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV4193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU3881 ***********************************************************************
 KU3881  DESIGNATION -  LIN 1930
 KU3881  PID         -  KU3881
 KU3881  STATE/COUNTY-  NJ/BERGEN
 KU3881  USGS QUAD   -  CENTRAL PARK (1979)
 KU3881
 KU3881                         *CURRENT SURVEY CONTROL
 KU3881  ___________________________________________________________________
 KU3881* NAD 83(1996)-  40 51 54.92845(N)    073 57 08.37226(W)     ADJUSTED  
 KU3881* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KU3881  ___________________________________________________________________
 KU3881  LAPLACE CORR-           6.11  (seconds)                    DEFLEC99
 KU3881  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KU3881
 KU3881  HORZ ORDER  -  THIRD
 KU3881
 KU3881.The horizontal coordinates were established by classical geodetic methods
 KU3881.and adjusted by the National Geodetic Survey in September 1999..
 KU3881
 KU3881.The orthometric height was scaled from a topographic map.
 KU3881
 KU3881.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3881
 KU3881.The geoid height was determined by GEOID03.
 KU3881
 KU3881;                    North         East     Units Scale Factor Converg.
 KU3881;SPC NJ       -   225,729.972   196,167.880   MT  0.99992623   +0 21 30.0
 KU3881;SPC NJ       -   740,582.42    643,594.12   sFT  0.99992623   +0 21 30.0
 KU3881;SPC NY L     -    77,577.247   304,019.229   MT  0.99999494   +0 01 52.3
 KU3881;SPC NY L     -   254,518.02    997,436.42   sFT  0.99999494   +0 01 52.3
 KU3881;UTM  18      - 4,524,327.765   588,290.928   MT  0.99969594   +0 41 07.9
 KU3881
 KU3881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3881!SPC NJ       -   1.00000499  x   0.99992623  =   0.99993122
 KU3881!SPC NY L     -   1.00000499  x   0.99999494  =   0.99999993
 KU3881!UTM  18      -   1.00000499  x   0.99969594  =   0.99970093
 KU3881
 KU3881                          SUPERSEDED SURVEY CONTROL
 KU3881
 KU3881  NAD 83(1996)-  40 51 54.92845(N)    073 57 08.37224(W) AD(       ) 3
 KU3881  NAD 83(1996)-  40 51 54.92833(N)    073 57 08.37320(W) AD(       ) 3
 KU3881  NAD 83(1992)-  40 51 54.92628(N)    073 57 08.37387(W) AD(       ) 3
 KU3881  NAD 83(1986)-  40 51 54.93242(N)    073 57 08.37118(W) AD(       ) 3
 KU3881  NAD 27      -  40 51 54.56900(N)    073 57 09.88100(W) AD(       ) 3
 KU3881
 KU3881.Superseded values are not recommended for survey control.
 KU3881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3881.See file dsdata.txt to determine how the superseded data were derived.
 KU3881
 KU3881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8829124328(NAD 83)
 KU3881_MARKER: DS = TRIANGULATION STATION DISK
 KU3881_SETTING: 80 = SET IN A BOULDER
 KU3881_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KU3881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU3881+STABILITY: SURFACE MOTION
 KU3881
 KU3881  HISTORY     - Date     Condition        Report By
 KU3881  HISTORY     - 1930     MONUMENTED       CGS
 KU3881  HISTORY     - 20060926 POOR             GEOCAC
 KU3881
 KU3881                          STATION DESCRIPTION
 KU3881
 KU3881'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 KU3881'THE DISTANCE TO LIN RM 1 IS 5.2, THE DISTANCE TO LIN RM 2 IS 50.3,
 KU3881'AND THE DISTANCE TO A WITNESS MARK IS 36.82.
 KU3881'
 KU3881'ON THE W SHORE OF THE HUDSON RIVER AT THE HIGH-WATER LINE, ON TOP
 KU3881'OF A LARGE FLAT BOULDER ABOUT 3-1/2 FEET BY 5-1/2 FEET AND
 KU3881'EXTENDING ABOUT 2 FEET ABOVE THE GROUND, 24 FEET E OF THE CENTER
 KU3881'LINE OF AN UNIMPROVED ROAD ALONG THE SHORE LINE.
 KU3881'
 KU3881'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 KU3881'BOULDER.  REFERENCE MARKS ARE STANDARD BRONZE DISKS IN A BOULDER.
 KU3881'REFERENCE MARK NO.1 IS ON N FACE OF A 5-FOOT PYRAMIDAL BOULDER
 KU3881'ABOUT ONE FOOT ABOVE THE GROUND LINE.  REFERENCE MARK NO.2 IS ON
 KU3881'THE TOP OF A 12-FOOT BOULDER, THE LARGEST IN THE VICINITY.  THE
 KU3881'WITNESS MARK IS AN ARROW CHISELED IN A FLAT-TOPPED ROCK.
 KU3881'
 KU3881'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.5 METERS.
 KU3881
 KU3881                          STATION RECOVERY (2006)
 KU3881
 KU3881'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU3881'THE STATION MARK AND REFERENCE MARK NO. 1 WERE BOTH FOUND IN POOR
 KU3881'CONDITION WITH THE DISKS MISSING AND ONLY THE STEMS PRESENT.
 KU3881'REFERENCE MARK NO. 2 WAS FOUND AS DESCRIBED.  THE WITNESS MARK WAS NOT
 KU3881'FOUND. THE LOCAL DESCRIPTION WAS ADEQUATE AS PER THE ORIGINAL
 KU3881'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4194 ***********************************************************************
 KV4194  DESIGNATION -  LIN 2 1933
 KV4194  PID         -  KV4194
 KV4194  STATE/COUNTY-  NJ/HUDSON
 KV4194  USGS QUAD   -  ORANGE (1981)
 KV4194
 KV4194                         *CURRENT SURVEY CONTROL
 KV4194  ___________________________________________________________________
 KV4194* NAD 83(1996)-  40 45 40.09455(N)    074 09 33.36009(W)     ADJUSTED  
 KV4194* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 KV4194  ___________________________________________________________________
 KV4194  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 KV4194  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KV4194
 KV4194  HORZ ORDER  -  THIRD
 KV4194
 KV4194.The horizontal coordinates were established by classical geodetic methods
 KV4194.and adjusted by the National Geodetic Survey in September 1999..
 KV4194
 KV4194.The orthometric height was scaled from a topographic map.
 KV4194
 KV4194.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4194
 KV4194.The geoid height was determined by GEOID03.
 KV4194
 KV4194;                    North         East     Units Scale Factor Converg.
 KV4194;SPC NJ       -   214,079.991   178,768.052   MT  0.99991018   +0 13 20.9
 KV4194;SPC NJ       -   702,360.77    586,508.18   sFT  0.99991018   +0 13 20.9
 KV4194;SPC NY L     -    66,025.818   286,551.869   MT  0.99999610   -0 06 15.0
 KV4194;SPC NY L     -   216,619.70    940,128.92   sFT  0.99999610   -0 06 15.0
 KV4194;UTM  18      - 4,512,581.533   570,961.984   MT  0.99966198   +0 32 56.2
 KV4194
 KV4194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4194!SPC NJ       -   1.00000370  x   0.99991018  =   0.99991388
 KV4194!SPC NY L     -   1.00000370  x   0.99999610  =   0.99999980
 KV4194!UTM  18      -   1.00000370  x   0.99966198  =   0.99966568
 KV4194
 KV4194                          SUPERSEDED SURVEY CONTROL
 KV4194
 KV4194  NAD 83(1996)-  40 45 40.09435(N)    074 09 33.36034(W) AD(       ) 3
 KV4194  NAD 83(1986)-  40 45 40.09034(N)    074 09 33.36516(W) AD(       ) 3
 KV4194  NAD 27      -  40 45 39.72900(N)    074 09 34.84500(W) AD(       ) 3
 KV4194
 KV4194.Superseded values are not recommended for survey control.
 KV4194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4194.See file dsdata.txt to determine how the superseded data were derived.
 KV4194
 KV4194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7096212582(NAD 83)
 KV4194_MARKER: H = DRILL HOLE
 KV4194_SETTING: 0 = UNSPECIFIED SETTING
 KV4194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4194
 KV4194  HISTORY     - Date     Condition        Report By
 KV4194  HISTORY     - 1933     MONUMENTED       CGS
 KV4194  HISTORY     - 1933     GOOD             CGS
 KV4194  HISTORY     - 20010423 MARK NOT FOUND   USPSQD
 KV4194
 KV4194                          STATION DESCRIPTION
 KV4194
 KV4194'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4194'STATION IS ON THE E SIDE OF THE PASSAIC RIVER, IN KEARNY ON THE
 KV4194'SE CORNER OF PASSAIC AVENUE AND A LARGE DRIVEWAY.  IT IS ON THE
 KV4194'NAIM LINOLEUM COMPANYS BUILDING NO.3, ATOP A 1-STORY TOWER
 KV4194'RISING AT THE S END OF THIS RED BRICK STRUCTURE.  IT IS AT THE
 KV4194'APEX OF THE PEAKED SANDSTONE POST AT THE NW CORNER OF THE TOWER.
 KV4194'
 KV4194'STATION IS MARKED BY A SMALL IRREGULAR DRILL HOLE (IDENTIFIED
 KV4194'BY THE LETTERS U.S.) IN THE STONE COPING.
 KV4194'
 KV4194'NO REFERENCE MARKS WERE PLACED.  REFERENCE MEASUREMENTS WERE
 KV4194'TAKEN AS FOLLOWS--
 KV4194'
 KV4194'TO APEX OF NE STONE CORNER-POST 7.02 METERS
 KV4194'
 KV4194'TO APEX OF SE STONE CORNER-POST 8.04 METERS
 KV4194'
 KV4194'TO APEX OF SW STONE CORNER-POST 5.48 METERS
 KV4194'
 KV4194'THIS STATION WAS NOT OCCUPIED.
 KV4194'
 KV4194'HEIGHT OF SIGNAL ABOVE STATION MARK - 0.2 METER.
 KV4194
 KV4194                          STATION RECOVERY (1933)
 KV4194
 KV4194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4194'RECOVERED AS ORIGINALLY DESCRIBED, WITH THE FOLLOWING EXCEPTION--
 KV4194'
 KV4194'ONE REFERENCE MEASUREMENT SHOULD BE CHANGED TO READ--TO APEX
 KV4194'OF SE STONE CORNER POST 8.94 METERS.
 KV4194
 KV4194                          STATION RECOVERY (2001)
 KV4194
 KV4194'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV4194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4165 ***********************************************************************
 KV4165  DESIGNATION -  LINC
 KV4165  PID         -  KV4165
 KV4165  STATE/COUNTY-  NJ/BERGEN
 KV4165  USGS QUAD   -  ORANGE (1981)
 KV4165
 KV4165                         *CURRENT SURVEY CONTROL
 KV4165  ___________________________________________________________________
 KV4165* NAD 83(1996)-  40 47 20.67571(N)    074 07 56.47603(W)     ADJUSTED  
 KV4165* NAVD 88     -        54.2    (meters)     178.     (feet)  GPS OBS   
 KV4165  ___________________________________________________________________
 KV4165  X           -   1,322,224.423 (meters)                     COMP
 KV4165  Y           -  -4,651,672.867 (meters)                     COMP
 KV4165  Z           -   4,144,731.466 (meters)                     COMP
 KV4165  LAPLACE CORR-           6.24  (seconds)                    DEFLEC99
 KV4165  ELLIP HEIGHT-          22.05  (meters)          (10/23/02) GPS OBS
 KV4165  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KV4165
 KV4165  HORZ ORDER  -  FIRST
 KV4165  ELLP ORDER  -  FOURTH    CLASS I
 KV4165
 KV4165.The horizontal coordinates were established by GPS observations
 KV4165.and adjusted by the National Geodetic Survey in May 1999..
 KV4165
 KV4165.The orthometric height was determined by GPS observations and a
 KV4165.high-resolution geoid model.
 KV4165
 KV4165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4165
 KV4165.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4165
 KV4165.The ellipsoidal height was determined by GPS observations
 KV4165.and is referenced to NAD 83.
 KV4165
 KV4165.The geoid height was determined by GEOID03.
 KV4165
 KV4165;                    North         East     Units Scale Factor Converg.
 KV4165;SPC NJ       -   217,191.498   181,027.251   MT  0.99991185   +0 14 24.6
 KV4165;SPC NJ       -   712,569.11    593,920.24   sFT  0.99991185   +0 14 24.6
 KV4165;SPC NY L     -    69,124.656   288,828.965   MT  0.99999546   -0 05 11.7
 KV4165;SPC NY L     -   226,786.48    947,599.70   sFT  0.99999546   -0 05 11.7
 KV4165;UTM  18      - 4,515,705.095   573,202.858   MT  0.99966596   +0 34 00.6
 KV4165
 KV4165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4165!SPC NJ       -   0.99999654  x   0.99991185  =   0.99990839
 KV4165!SPC NY L     -   0.99999654  x   0.99999546  =   0.99999200
 KV4165!UTM  18      -   0.99999654  x   0.99966596  =   0.99966250
 KV4165
 KV4165:                Primary Azimuth Mark                     Grid Az
 KV4165:SPC NJ       -  DELAWANNA WALDRICK BLEACH CHIM           000 09 05.8
 KV4165:SPC NY L     -  DELAWANNA WALDRICK BLEACH CHIM           000 28 42.1
 KV4165:UTM  18      -  DELAWANNA WALDRICK BLEACH CHIM           359 49 29.8
 KV4165
 KV4165|---------------------------------------------------------------------|
 KV4165| PID    Reference Object                     Distance      Geod. Az  |
 KV4165|                                                           dddmmss.s |
 KV4165| KV4187 DELAWANNA WALDRICK BLEACH CHIM      APPROX. 3.8 KM 0002330.4 |
 KV4165| KV4203 FRANK 1933                          APPROX. 2.5 KM 0082333.8 |
 KV4165| CB5263 LINC RM 2                            14.089 METERS 02807     |
 KV4165| CB5264 LINC RM 3                            14.092 METERS 20558     |
 KV4165| KV4135 BELLEVILLE NEALY WIRE WKS CHIM      APPROX. 1.2 KM 2953745.0 |
 KV4165| CB5262 LINC RM 1                             1.153 METERS 30544     |
 KV4165| KV4134 BELLEVILLE WESTINGHSE LAMP CHY      APPROX. 2.0 KM 3274921.6 |
 KV4165| KV4133 BELLEVILLE WESTINGHSE LAMP TK       APPROX. 2.0 KM 3275808.6 |
 KV4165| KV4179 PASSAIC RIVER W TRANS TOWER         APPROX. 1.6 KM 3334906.8 |
 KV4165| KV4195 NUTLEY GRACE CHURCH SPIRE           APPROX. 3.6 KM 3394407.1 |
 KV4165| KV4176 NORTH ARLINGTON E TRANS TOWER       APPROX. 1.3 KM 3423707.7 |
 KV4165| KV4192 PASSAIC MANHATTAN RUBBER CHIM       APPROX. 7.4 KM 3533032.3 |
 KV4165|---------------------------------------------------------------------|
 KV4165
 KV4165                          SUPERSEDED SURVEY CONTROL
 KV4165
 KV4165  ELLIP H (05/14/99)   22.06   (m)                       GP(       ) 4 1
 KV4165  NAD 83(1996)-  40 47 20.67546(N)    074 07 56.47620(W) AD(       ) 1
 KV4165  NAD 83(1986)-  40 47 20.67307(N)    074 07 56.47905(W) AD(       ) 1
 KV4165  NAD 83(1986)-  40 47 20.67306(N)    074 07 56.47906(W) AD(       ) 1
 KV4165  NAD 27      -  40 47 20.31200(N)    074 07 57.96200(W) AD(       ) 1
 KV4165
 KV4165.Superseded values are not recommended for survey control.
 KV4165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4165.See file dsdata.txt to determine how the superseded data were derived.
 KV4165
 KV4165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7320315705(NAD 83)
 KV4165_MARKER: DS = TRIANGULATION STATION DISK
 KV4165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4165_SP_SET: CONCRETE POST
 KV4165_STAMPING: LINC 1933
 KV4165_MARK LOGO: CGS   
 KV4165_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV4165+STABILITY: SURFACE MOTION
 KV4165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4165+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1992
 KV4165
 KV4165  HISTORY     - Date     Condition        Report By
 KV4165  HISTORY     - 1933     MONUMENTED       CGS
 KV4165  HISTORY     - 1933     GOOD             CGS
 KV4165  HISTORY     - 1933     GOOD             CGS
 KV4165  HISTORY     - 1933     GOOD             CGS
 KV4165  HISTORY     - 1936     GOOD             CGS
 KV4165  HISTORY     - 1937     SEE DESCRIPTION  BSA
 KV4165  HISTORY     - 1980     GOOD             NGS
 KV4165  HISTORY     - 19920220 GOOD             NJGS
 KV4165  HISTORY     - 20010430 MARK NOT FOUND   USPSQD
 KV4165
 KV4165                          STATION DESCRIPTION
 KV4165
 KV4165'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4165'STATION IS E OF THE PASSAIC RIVER, IN NORTH ARLINGTON ON THE E
 KV4165'SIDE OF RIDGE ROAD OPPOSITE ARLINGTON BOULEVARD AND JUST N OF
 KV4165'THE NORTH ARLINGTON BORO HALL.  IT IS ATOP LINCOLN SCHOOL NO.1
 KV4165'(A 2 1/2-STORY, RED BRICK STRUCTURE) IN THE CENTER OF THE W
 KV4165'(FRONT END) OF THE FLAT ROOF.
 KV4165'
 KV4165'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KV4165'STAMPED LINC-1933 SET IN THE TOP OF A DOME-SHAPED CONCRETE
 KV4165'MONUMENT, SECURED TO THE WOODEN ROOF BY LAG-SCREWS.
 KV4165'
 KV4165'THREE STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE PLACED,
 KV4165'NO.1 IN THE COPING TO THE W.  NO.2 IN THE COPING TO THE N.  NO.3
 KV4165'IN THE COPING TO THE S.  NO ADDITIONAL REFERENCE
 KV4165'MEASUREMENTS WERE TAKEN.
 KV4165'
 KV4165'THERE IS AMPLE ROOM BUT POOR FOOTING FOR CENTRAL TRIPOD
 KV4165'SET-UPS.  LEAD-BLOCK FOOTINGS ARE RECOMMENDED TO PROHIBIT
 KV4165'LEG-SLIP ON THE TAR AND GRAVEL ROOFING.  THE UNSTABLE ROOF
 KV4165'NECESSITATES AN OBSERVERS PLATFORM.
 KV4165'
 KV4165'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 METERS.
 KV4165
 KV4165                          STATION RECOVERY (1933)
 KV4165
 KV4165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4165'RECOVERED AS ORIGINALLY DESCRIBED.
 KV4165'
 KV4165'ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4165'
 KV4165'TO NE CORNER OF FACADE TO W 1.618 METERS 5.308 FEET.
 KV4165'
 KV4165'TO SE CORNER OF FACADE TO W 1.605 METERS 5.266 FEET.
 KV4165'
 KV4165'TO CENTER OF S VENT PIPE 5.472 METERS 17.953 FEET.
 KV4165'
 KV4165'TO CENTER OF N VENT PIPE 5.470 METERS 17.946 FEET.
 KV4165
 KV4165                          STATION RECOVERY (1933)
 KV4165
 KV4165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JB)
 KV4165'FOUND AS DESCRIBED IN GOOD CONDITION.  ROOF IS EVEN MORE SHAKY
 KV4165'THAN DESCRIBED.
 KV4165
 KV4165                          STATION RECOVERY (1933)
 KV4165
 KV4165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 KV4165'RECOVERED IN GOOD CONDITION.
 KV4165
 KV4165                          STATION RECOVERY (1936)
 KV4165
 KV4165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 KV4165'LETTER BY H. AND T. TO MR. DANIEL J. DONOVAN, NORTH ARLINGTON
 KV4165'BOARD OF EDUCATION, ARLINGTON, NEW JERSEY, 8/18/36--
 KV4165'
 KV4165'PERMISSION GIVEN FOR THE DESTRUCTION OF ONE OF THE REFERENCE
 KV4165'MARKS TO PERMIT ALTERATIONS OF THE LINCOLN SCHOOL BUILDING.
 KV4165
 KV4165                          STATION RECOVERY (1937)
 KV4165
 KV4165'RECOVERY NOTE BY BOY SCOUTS OF AMERICA 1937
 KV4165'MR. SHAY, THE JANITOR OF THE SCHOOL, EXPLAINED TO ME THAT THERE
 KV4165'WOULD BE NO USE GOING ON THE ROOF TO FIND THE STATION BECAUSE
 KV4165'THERE HAS BEEN A NEW ROOF PUT ON AND THE STATION WAS COMPLETELY
 KV4165'REMOVED INCLUDING THE REFERENCE MARKS.
 KV4165
 KV4165                          STATION RECOVERY (1980)
 KV4165
 KV4165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 KV4165'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS
 KV4165'DESCRIBED.  THE ROOF HAS BEEN COVERED WITH ABOUT 1/2 INCH OF TAR BUT
 KV4165'THE DISKS STILL REMAIN IN GOOD CONDITION AND HAS BEEN CLEARED OF THE
 KV4165'TAR.
 KV4165
 KV4165                          STATION RECOVERY (1992)
 KV4165
 KV4165'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV4165'THE STATION IS LOCATED IN THE BOROUGH OF NORTH ARLINGTON ON TOP OF THE
 KV4165'ROOF OF THE NORTH ARLINGTON HIGH SCHOOL, A TWO AND ONE HALF STORY RED
 KV4165'BRICK BUILDING AND LOCATED AT THE CENTER OF THE GENTLY SLOPING ROOF
 KV4165'AT THE WEST END.  PERMISSION TO OCCUPY THE STATION AND TO GAIN ACCESS
 KV4165'TO THE ROOF MUST BE OBTAINED FROM MR. CHARLES WEIGAND, PHONE 201 991
 KV4165'6800 OR MR. MICHAEL COSTA, HEAD CUSTODIAN, PHONE  201 955 5242.  TO
 KV4165'REACH THE STATION FROM THE INTERSECTION OF RIDGE ROAD, STATE HIGHWAY
 KV4165'17 AND BELLEVILLE TURNPIKE, STATE HIGHWAY 7, GO NORTH ON STATE
 KV4165'HIGHWAY 17 FOR 0.6 MI (1.0 KM) TO THE NORTH ARLINGTON HIGH SCHOOL AND
 KV4165'THE STATION ON THE RIGHT, JUST NORTH OF THE BOROUGH HALL.  THE
 KV4165'STATION CAN BE REACHED BY GOING INTO CLASSROOM 305.  GO TO THE BACK
 KV4165'OF THE ROOM INTO A SMALL STORAGE ROOM TO A LADDER LEADING TO A TRAP
 KV4165'DOOR AND THE ROOF.  THE STATION IS 1.6 M (5.2 FT) SOUTHEAST FROM THE
 KV4165'NORTHEAST CORNER OF THE FACADE TO THE WEST, 1.6 M (5.2 FT) NORTHEAST
 KV4165'FROM THE SOUTHEAST CORNER OF THE FACADE TO THE WEST AND 14.1 M
 KV4165'(46.3 FT) NORTH FROM REFERENCE MARK 1 IN THE COPING.  THE STATION,
 KV4165'STAMPED LINC 1933, IS SET IN THE TOP OF A DOME SHAPED CONCRETE
 KV4165'MONUMENT SECURED TO THE ROOF BY LAG SCREWS.
 KV4165
 KV4165                          STATION RECOVERY (2001)
 KV4165
 KV4165'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV4165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5859 ***********************************************************************
 KV5859  DESIGNATION -  LINCOLN 1
 KV5859  PID         -  KV5859
 KV5859  STATE/COUNTY-  NJ/MORRIS
 KV5859  USGS QUAD   -  POMPTON PLAINS (1995)
 KV5859
 KV5859                         *CURRENT SURVEY CONTROL
 KV5859  ___________________________________________________________________
 KV5859* NAD 83(1996)-  40 57 07.99510(N)    074 19 00.51312(W)     ADJUSTED  
 KV5859* NAVD 88     -        54.5    (meters)     179.     (feet)  GPS OBS   
 KV5859  ___________________________________________________________________
 KV5859  X           -   1,304,037.594 (meters)                     COMP
 KV5859  Y           -  -4,644,491.604 (meters)                     COMP
 KV5859  Z           -   4,158,431.704 (meters)                     COMP
 KV5859  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 KV5859  ELLIP HEIGHT-          22.08  (meters)          (10/23/02) GPS OBS
 KV5859  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV5859
 KV5859  HORZ ORDER  -  FIRST
 KV5859  ELLP ORDER  -  FOURTH    CLASS I
 KV5859
 KV5859.This mark is at Lincoln Park Airport (N07)
 KV5859
 KV5859.The horizontal coordinates were established by GPS observations
 KV5859.and adjusted by the National Geodetic Survey in May 1999..
 KV5859
 KV5859.The orthometric height was determined by GPS observations and a
 KV5859.high-resolution geoid model.
 KV5859
 KV5859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5859
 KV5859.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5859
 KV5859.The ellipsoidal height was determined by GPS observations
 KV5859.and is referenced to NAD 83.
 KV5859
 KV5859.The geoid height was determined by GEOID03.
 KV5859
 KV5859;                    North         East     Units Scale Factor Converg.
 KV5859;SPC NJ       -   235,258.217   165,422.378   MT  0.99990293   +0 07 12.2
 KV5859;SPC NJ       -   771,843.00    542,723.25   sFT  0.99990293   +0 07 12.2
 KV5859;UTM  18      - 4,533,677.838   557,499.059   MT  0.99964069   +0 26 52.1
 KV5859
 KV5859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5859!SPC NJ       -   0.99999654  x   0.99990293  =   0.99989947
 KV5859!UTM  18      -   0.99999654  x   0.99964069  =   0.99963723
 KV5859
 KV5859:                Primary Azimuth Mark                     Grid Az
 KV5859:SPC NJ       -  LINCOLN 2                                182 57 51.6
 KV5859:UTM  18      -  LINCOLN 2                                182 38 11.7
 KV5859
 KV5859|---------------------------------------------------------------------|
 KV5859| PID    Reference Object                     Distance      Geod. Az  |
 KV5859|                                                           dddmmss.s |
 KV5859| KV5860 LINCOLN 2                           APPROX. 1.0 KM 1830503.8 |
 KV5859|---------------------------------------------------------------------|
 KV5859
 KV5859                          SUPERSEDED SURVEY CONTROL
 KV5859
 KV5859  ELLIP H (05/14/99)   22.10   (m)                       GP(       ) 4 1
 KV5859  NAD 83(1996)-  40 57 07.99484(N)    074 19 00.51346(W) AD(       ) 1
 KV5859  NAD 83(1986)-  40 57 07.99348(N)    074 19 00.51464(W) AD(       ) 1
 KV5859  NAD 83(1986)-  40 57 07.99174(N)    074 19 00.51485(W) AD(       ) 3
 KV5859  NAD 27      -  40 57 07.63782(N)    074 19 01.97215(W) AD(       ) 3
 KV5859  NGVD 29 (05/20/88)   54.7    (m)          179.     (f) GPS OBS        
 KV5859
 KV5859.Superseded values are not recommended for survey control.
 KV5859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5859.See file dsdata.txt to determine how the superseded data were derived.
 KV5859
 KV5859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5749933678(NAD 83)
 KV5859_MARKER: I = METAL ROD
 KV5859_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5859_SP_SET: STAINLESS STEEL ROD
 KV5859_STAMPING: LINCOLN 1 1987
 KV5859_MARK LOGO: NGS   
 KV5859_PROJECTION: RECESSED 10 CENTIMETERS
 KV5859_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5859+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 KV5859_ROD/PIPE-DEPTH: 32.9 meters
 KV5859
 KV5859  HISTORY     - Date     Condition        Report By
 KV5859  HISTORY     - 1987     MONUMENTED       AEROS
 KV5859  HISTORY     - 1987     GOOD             AEROS
 KV5859  HISTORY     - 19920928 GOOD             NJGS
 KV5859  HISTORY     - 20040211 GOOD             INDIV
 KV5859  HISTORY     - 20060220 GOOD             AASCO
 KV5859
 KV5859                          STATION DESCRIPTION
 KV5859
 KV5859'DESCRIBED BY AERO SERVICE CORPORATION 1987 (PCO)
 KV5859'THE STATION IS LOCATED ABOUT 3.22 KM (2.0 MI)
 KV5859'SOUTHWEST OF POMPTON PLAINS,
 KV5859'3.54 KM (2.2 MI) NORTHWEST OF LINCOLN PARK,
 KV5859'7.40 KM (4.6 MI) SOUTH-SOUTHEAST OF BUTLER, WITHIN THE BOUNDARY OF
 KV5859'THE LINCOLN PARK AIRPORT.
 KV5859'OWNERSHIP--JOSEPH RENDERO.
 KV5859'
 KV5859'TO REACH THE STATION FROM THE LINCOLN PARK PUBLIC LIBRARY ON STATE
 KV5859'HIGHWAY 202 (BOONTON TPKE) IN LINCOLN PARK, GO
 KV5859'NORTHWEST FOR 0.24 KM (0.15 MI) ON STATE HIGHWAY 202 (BOONTON TPKE)
 KV5859'TO THE INTERSECTION OF MAIN STREET AND BEAVERBROOK ROAD.
 KV5859'CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR
 KV5859'0.56 KM (0.35 MI) ON BEAVERBROOK ROAD TO A RAILROAD CROSSING.
 KV5859'CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR
 KV5859'2.90 KM (1.80 MI) ON BEAVERBROOK ROAD TO THE LINCOLN PARK AIRPORT
 KV5859'CONTROL TOWER LEFT.
 KV5859'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.08 KM (0.05 MI) ON
 KV5859'BEAVERBROOK ROAD TO A (T) INTERSECTION AT JACKSONVILLE ROAD (COUNTY
 KV5859'ROAD 504).
 KV5859'TURN LEFT AND GO WEST FOR 0.32 KM (0.2 MI) ON JACKSONVILLE ROAD
 KV5859'(COUNTY ROAD 504) TO THE STATION ON THE LEFT.
 KV5859'
 KV5859'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KV5859'FLANGE WITH ACCESS COVER IS STAMPED---LINCOLN 1 1987---, AND IS SET
 KV5859'FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KV5859'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 32.92 METERS (108.0 FT)
 KV5859'AND IS RECESSED 10 CM BELOW THE GROUND.  LOCATED 10.97 METERS (36.0
 KV5859'FT) SOUTH FROM THE CENTERLINE OF JACKSONVILLE ROAD, 5.67 METERS
 KV5859'(18.6 FT) SOUTHWEST FROM THE WEST END OF THE SOUTH HEADWALL OF A
 KV5859'CULVERT UNDER THE ROAD, 5.79 METERS (19.0 FT) WEST FROM THE WEST
 KV5859'EDGE OF A SMALL DITCH, 0.49 METERS (1.6 FT) NORTH FROM A CARSONITE
 KV5859'WITNESS POST.
 KV5859
 KV5859                          STATION RECOVERY (1987)
 KV5859
 KV5859'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 KV5859'RECOVERED IN GOOD CONDITION.
 KV5859
 KV5859                          STATION RECOVERY (1992)
 KV5859
 KV5859'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV5859'THE STATION IS LOCATED IN LINCOLN PARK TOWNSHIP WITHIN THE BOUNDARY OF
 KV5859'THE LINCOLN PARK AIRPORT.  TO REACH THE STATION FROM THE INTERSECTION
 KV5859'OF COUNTY ROAD 655 ALTERNATE NORTH AND U.S. HIGHWAY 202, GO NORTH ON
 KV5859'COUNTY ROAD 655 ALTERNATE NORTH FOR 0.25 MI (0.40 KM) TO THE TEE
 KV5859'INTERSECTION WITH COUNTY ROAD 504, JACKSONVILLE ROAD, ON THE LEFT.
 KV5859'TURN LEFT AND GO NORTH ON COUNTY ROAD 504 FOR 3.1 MI (4.99 KM) TO
 KV5859'THE AIRPORT AND THE STATION ON THE RIGHT.  THE STATION IS 36.0 FT
 KV5859'(10.97 M) SOUTH FROM THE CENTERLINE OF COUNTY ROAD 504, 18.6 FT
 KV5859'(5.67 M) SOUTHWEST FROM THE WEST END OF THE SOUTH HEADWALL OF A
 KV5859'CULVERT UNDER THE ROAD, 36.8 FT (11.22 M) WEST SOUTHWEST FROM EAST
 KV5859'END OF THE SOUTH HEADWALL OF A CULVERT UNDER THE ROAD, 70.5 FT
 KV5859'(21.49 M) SOUTHEAST FROM GUY PLE NUMBER BT 40395LP AND 1.0 FT
 KV5859'(0.30 M) NORTH FROM AN ORANGE CARSONITE WITNESS POST.  THE STATION IS
 KV5859'A STANDARD THREE DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS COVER
 KV5859'IS STAMPED LINCOLN 1 1987 AND IS SET FLUSH WITH THE GROUND.  THE
 KV5859'STATION IS A NINE SIXTEENTHS DIAMETER STAINLESS STEEL ROD DRIVEN TO A
 KV5859'DEPTH OF 32.92 M (108.01 FT) AND IS RECESSED 10 CM BELOW THE GROUND.
 KV5859
 KV5859                          STATION RECOVERY (2004)
 KV5859
 KV5859'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DRA)
 KV5859'RECOVERED IN GOOD CONDITION.
 KV5859
 KV5859                          STATION RECOVERY (2006)
 KV5859
 KV5859'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (JAL)
 KV5859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5860 ***********************************************************************
 KV5860  DESIGNATION -  LINCOLN 2
 KV5860  PID         -  KV5860
 KV5860  STATE/COUNTY-  NJ/MORRIS
 KV5860  USGS QUAD   -  POMPTON PLAINS (1995)
 KV5860
 KV5860                         *CURRENT SURVEY CONTROL
 KV5860  ___________________________________________________________________
 KV5860* NAD 83(1996)-  40 56 37.07321(N)    074 19 02.71054(W)     ADJUSTED  
 KV5860* NAVD 88     -        54.0    (meters)     177.     (feet)  GPS OBS   
 KV5860  ___________________________________________________________________
 KV5860  X           -   1,304,156.978 (meters)                     COMP
 KV5860  Y           -  -4,645,106.951 (meters)                     COMP
 KV5860  Z           -   4,157,710.851 (meters)                     COMP
 KV5860  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 KV5860  ELLIP HEIGHT-          21.50  (meters)          (10/23/02) GPS OBS
 KV5860  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV5860
 KV5860  HORZ ORDER  -  FIRST
 KV5860  ELLP ORDER  -  FOURTH    CLASS I
 KV5860
 KV5860.This mark is at Lincoln Park Airport (N07)
 KV5860
 KV5860.The horizontal coordinates were established by GPS observations
 KV5860.and adjusted by the National Geodetic Survey in May 1999..
 KV5860
 KV5860.The orthometric height was determined by GPS observations and a
 KV5860.high-resolution geoid model.
 KV5860
 KV5860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5860
 KV5860.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5860
 KV5860.The ellipsoidal height was determined by GPS observations
 KV5860.and is referenced to NAD 83.
 KV5860
 KV5860.The geoid height was determined by GEOID03.
 KV5860
 KV5860;                    North         East     Units Scale Factor Converg.
 KV5860;SPC NJ       -   234,304.324   165,372.982   MT  0.99990291   +0 07 10.7
 KV5860;SPC NJ       -   768,713.44    542,561.19   sFT  0.99990291   +0 07 10.7
 KV5860;UTM  18      - 4,532,723.929   557,455.131   MT  0.99964063   +0 26 50.3
 KV5860
 KV5860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5860!SPC NJ       -   0.99999663  x   0.99990291  =   0.99989954
 KV5860!UTM  18      -   0.99999663  x   0.99964063  =   0.99963726
 KV5860
 KV5860:                Primary Azimuth Mark                     Grid Az
 KV5860:SPC NJ       -  LINCOLN 1                                002 57 51.6
 KV5860:UTM  18      -  LINCOLN 1                                002 38 12.0
 KV5860
 KV5860|---------------------------------------------------------------------|
 KV5860| PID    Reference Object                     Distance      Geod. Az  |
 KV5860|                                                           dddmmss.s |
 KV5860| KV5859 LINCOLN 1                           APPROX. 1.0 KM 0030502.3 |
 KV5860|---------------------------------------------------------------------|
 KV5860
 KV5860                          SUPERSEDED SURVEY CONTROL
 KV5860
 KV5860  ELLIP H (05/14/99)   21.52   (m)                       GP(       ) 4 1
 KV5860  NAD 83(1996)-  40 56 37.07292(N)    074 19 02.71086(W) AD(       ) 1
 KV5860  NAD 83(1986)-  40 56 37.07159(N)    074 19 02.71210(W) AD(       ) 1
 KV5860  NAD 83(1986)-  40 56 37.06913(N)    074 19 02.71212(W) AD(       ) 3
 KV5860  NAD 27      -  40 56 36.71476(N)    074 19 04.16926(W) AD(       ) 3
 KV5860  NGVD 29 (05/20/88)   54.1    (m)          177.     (f) GPS OBS        
 KV5860
 KV5860.Superseded values are not recommended for survey control.
 KV5860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5860.See file dsdata.txt to determine how the superseded data were derived.
 KV5860
 KV5860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5745532724(NAD 83)
 KV5860_MARKER: I = METAL ROD
 KV5860_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5860_SP_SET: STAINLESS STEEL ROD
 KV5860_STAMPING: LINCOLN 2 1987
 KV5860_MARK LOGO: NGS   
 KV5860_PROJECTION: RECESSED 10 CENTIMETERS
 KV5860_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5860+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1992
 KV5860_ROD/PIPE-DEPTH: 31.7 meters
 KV5860
 KV5860  HISTORY     - Date     Condition        Report By
 KV5860  HISTORY     - 1987     MONUMENTED       AEROS
 KV5860  HISTORY     - 1987     GOOD             AEROS
 KV5860  HISTORY     - 19920928 GOOD             NJGS
 KV5860
 KV5860                          STATION DESCRIPTION
 KV5860
 KV5860'DESCRIBED BY AERO SERVICE CORPORATION 1987 (PCO)
 KV5860'THE STATION IS LOCATED ABOUT 3.22 KM (2.0 MI)
 KV5860'SOUTHWEST OF POMPTON PLAINS,
 KV5860'3.54 KM (2.2 MI) NORTHWEST OF LINCOLN PARK,
 KV5860'7.40 KM (4.6 MI) SOUTH-SOUTHEAST OF BUTLER, WITHIN THE BOUNDARY OF
 KV5860'THE LINCOLN PARK AIRPORT.
 KV5860'OWNERSHIP--JOSEPH RENDERO.
 KV5860'
 KV5860'TO REACH THE STATION FROM THE LINCOLN PARK PUBLIC LIBRARY ON STATE
 KV5860'HIGHWAY 202 (BOONTON TPKE) IN LINCOLN PARK, GO
 KV5860'NORTHWEST FOR 0.24 KM (0.15 MI) ON STATE HIGHWAY 202 (BOONTON TPKE)
 KV5860'TO THE INTERSECTION OF MAIN STREET AND BEAVERBROOK ROAD.
 KV5860'CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR
 KV5860'0.56 KM (0.35 MI) ON BEAVERBROOK ROAD TO A RAILROAD CROSSING.
 KV5860'CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR
 KV5860'2.90 KM (1.80 MI) ON BEAVERBROOK ROAD TO THE LINCOLN PARK AIRPORT
 KV5860'CONTROL TOWER LEFT.
 KV5860'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.08 KM (0.05 MI) ON
 KV5860'BEAVERBROOK ROAD TO A (T) INTERSECTION AT JACKSONVILLE ROAD (COUNTY
 KV5860'ROAD 504).
 KV5860'TURN LEFT AND GO WEST FOR 0.24 KM (0.15 MI) ON JACKSONVILLE ROAD TO
 KV5860'A GATE LEFT.  TURN LEFT, PASSING THROUGH THE GATE, THEN TURN LEFT
 KV5860'AGAIN AND GO EAST FOR 0.16 KM (0.1 MI) ON A DIRT AND GRAVEL ROAD TO
 KV5860'A TAXIWAY.
 KV5860'TURN RIGHT AND GO SOUTH FOR 0.96 KM (0.6 MI) ON THE TAXIWAY TO THE
 KV5860'END OF THE RUNWAY.
 KV5860'TURN RIGHT AND GO WEST FOR 0.32 KM (0.2 MI) ON A DIRT TRAIL TO THE
 KV5860'STATION ON THE LEFT.
 KV5860'
 KV5860'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KV5860'FLANGE WITH ACCESS COVER IS STAMPED---LINCOLN 2 1987---, AND IS SET
 KV5860'FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KV5860'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 31.70 METERS (104.0 FT)
 KV5860'AND IS RECESSED 10 CM BELOW THE GROUND.  LOCATED 15.24 METERS (50.0
 KV5860'FT) SOUTH FROM THE CENTER OF THE DIRT TRAIL, 1.22 METERS (4.0 FT)
 KV5860'NORTH FROM A CARSONITE WITNESS POST.  NOTE--THE STATION IS LOCATED
 KV5860'NEAR THE SOUTH END OF A PROPOSED NEW RUNWAY.
 KV5860
 KV5860                          STATION RECOVERY (1987)
 KV5860
 KV5860'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 KV5860'RECOVERED IN GOOD CONDITION.
 KV5860
 KV5860                          STATION RECOVERY (1992)
 KV5860
 KV5860'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV5860'THE STATION IS LOCATED IN LINCOLN PARK TOWNSHIP WITHIN THE BOUNDARY OF
 KV5860'THE LINCOLN PARK AIRPORT.  TO REACH THE STATION FROM THE INTERSECTION
 KV5860'OF COUNTY ROAD 655 ALTERNATE NORTH AND U.S. HIGHWAY 202, GO NORTH ON
 KV5860'COUNTY ROAD 655 ALTERNATE NORTH FOR 0.25 MI (0.40 KM) TO THE TEE
 KV5860'INTERSECTION WITH COUNTY ROAD 504, JACKSONVILLE ROAD, ON THE LEFT.
 KV5860'TURN LEFT AND GO NORTH ON COUNTY ROAD 504 FOR 3.1 MI (4.99 KM) TO
 KV5860'THE AIRPORT AND A GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE
 KV5860'GATE, THEN TURN LEFT AND GO EAST FOR 0.1 MI (0.16 KM) ON A DIRT AND
 KV5860'GRAVEL ROAD TO A TAXIWAY.  TURN RIGHT AND GO SOUTH ON THE TAXIWAY FOR
 KV5860'0.6 MI (0.97 KM) TO THE END OF THE RUNWAY.  TURN RIGHT AND GO WEST
 KV5860'FOR 0.2 MI (0.32 KM) ALONG A WOODS LINE ON THE LEFT TO AN OPENING.
 KV5860'TURN LEFT AND PASS THROUGH OPENING TO THE STATION AHEAD IN A FIELD.
 KV5860'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KV5860'FLANGE WITH ACCESS COVER IS STAMPED LINCOLN 2 1987.  THE STATION IS A
 KV5860'NINE SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD DRIVEN TO A DEPTH
 KV5860'OF 31.70 M (104.00 FT) AND IS RECESSED 10 CM BELOW THE GROUND.  THE
 KV5860'STATION IS 0.5 M (1.64 FT) FROM AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7002 ***********************************************************************
 KV7002  DESIGNATION -  LINCROFT 1
 KV7002  PID         -  KV7002
 KV7002  STATE/COUNTY-  NJ/MONMOUTH
 KV7002  USGS QUAD   -  MARLBORO (1981)
 KV7002
 KV7002                         *CURRENT SURVEY CONTROL
 KV7002  ___________________________________________________________________
 KV7002* NAD 83(1996)-  40 21 38.03810(N)    074 08 03.92557(W)     ADJUSTED  
 KV7002* NAVD 88     -        22.2    (meters)      73.     (feet)  GPS OBS   
 KV7002  ___________________________________________________________________
 KV7002  X           -   1,330,511.061 (meters)                     COMP
 KV7002  Y           -  -4,681,468.689 (meters)                     COMP
 KV7002  Z           -   4,108,567.586 (meters)                     COMP
 KV7002  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 KV7002  ELLIP HEIGHT-         -10.20  (meters)          (10/23/02) GPS OBS
 KV7002  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV7002
 KV7002  HORZ ORDER  -  FIRST
 KV7002  ELLP ORDER  -  FOURTH    CLASS I
 KV7002
 KV7002.The horizontal coordinates were established by GPS observations
 KV7002.and adjusted by the National Geodetic Survey in May 1999..
 KV7002
 KV7002.The orthometric height was determined by GPS observations and a
 KV7002.high-resolution geoid model.
 KV7002
 KV7002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7002
 KV7002.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7002
 KV7002.The ellipsoidal height was determined by GPS observations
 KV7002.and is referenced to NAD 83.
 KV7002
 KV7002.The geoid height was determined by GEOID03.
 KV7002
 KV7002;                    North         East     Units Scale Factor Converg.
 KV7002;SPC NJ       -   169,611.133   181,050.076   MT  0.99991186   +0 14 12.3
 KV7002;SPC NJ       -   556,465.86    593,995.12   sFT  0.99991186   +0 14 12.3
 KV7002;UTM  18      - 4,468,137.314   573,495.702   MT  0.99966649   +0 33 38.0
 KV7002
 KV7002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7002!SPC NJ       -   1.00000160  x   0.99991186  =   0.99991346
 KV7002!UTM  18      -   1.00000160  x   0.99966649  =   0.99966809
 KV7002
 KV7002:                Primary Azimuth Mark                     Grid Az
 KV7002:SPC NJ       -  LINCROFT 2                               311 27 50.3
 KV7002:UTM  18      -  LINCROFT 2                               311 08 24.6
 KV7002
 KV7002|---------------------------------------------------------------------|
 KV7002| PID    Reference Object                     Distance      Geod. Az  |
 KV7002|                                                           dddmmss.s |
 KV7002| KV7003 LINCROFT 2                          APPROX. 0.6 KM 3114202.6 |
 KV7002|---------------------------------------------------------------------|
 KV7002
 KV7002                          SUPERSEDED SURVEY CONTROL
 KV7002
 KV7002  ELLIP H (05/14/99)  -10.21   (m)                       GP(       ) 4 1
 KV7002  NAD 83(1992)-  40 21 38.03743(N)    074 08 03.92597(W) AD(       ) 1
 KV7002  ELLIP H (04/25/94)  -10.27   (m)                       GP(       ) 3 1
 KV7002
 KV7002.Superseded values are not recommended for survey control.
 KV7002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7002.See file dsdata.txt to determine how the superseded data were derived.
 KV7002
 KV7002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7349668137(NAD 83)
 KV7002_MARKER: DD = SURVEY DISK
 KV7002_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV7002_SP_SET: CULVERT HEADWALL
 KV7002_STAMPING: LINCROFT 1 1991
 KV7002_MARK LOGO: NJHA  
 KV7002_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7002+STABILITY: SURFACE MOTION
 KV7002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7002+SATELLITE: SATELLITE OBSERVATIONS - September 04, 1993
 KV7002
 KV7002  HISTORY     - Date     Condition        Report By
 KV7002  HISTORY     - 1991     MONUMENTED       NJHA
 KV7002  HISTORY     - 19930904 GOOD             NJGS
 KV7002
 KV7002                          STATION DESCRIPTION
 KV7002
 KV7002'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 KV7002'THE STATION IS LOCATED IN MIDDLETOWN TOWNSHIP ON THE EAST SIDE OF THE
 KV7002'GARDEN STATE PARKWAY NORTHBOUND LOCAL ROADWAY AT ABOUT MILEPOINT
 KV7002'112.67, ON THE TOP OF A SMALL CULVERT HEADWALL.  TO REACH THE
 KV7002'STATION, GET ON THE GARDEN STATE PARKWAY FROM NEWMAN SPRINGS ROAD AT
 KV7002'INTERCHANGE 109, GO NORTHBOUND ABOUT 2.6 MI (4.2 KM) TO THE STATION
 KV7002'ON THE RIGHT.  THE STATION IS 30.9 FT (9.4 M) EAST FROM THE SOLID
 KV7002'WHITE PAINT LINE AT THE EAST EDGE OF THE NORTHBOUND LOCAL ROADWAY AND
 KV7002'133.5 FT (40.7 M) EAST SOUTHEAST FROM MILE MARKER 112.7.
 KV7002
 KV7002                          STATION RECOVERY (1993)
 KV7002
 KV7002'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV7002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7003 ***********************************************************************
 KV7003  DESIGNATION -  LINCROFT 2
 KV7003  PID         -  KV7003
 KV7003  STATE/COUNTY-  NJ/MONMOUTH
 KV7003  USGS QUAD   -  MARLBORO (1981)
 KV7003
 KV7003                         *CURRENT SURVEY CONTROL
 KV7003  ___________________________________________________________________
 KV7003* NAD 83(1996)-  40 21 50.57815(N)    074 08 22.32570(W)     ADJUSTED  
 KV7003* NAVD 88     -        29.1    (meters)      95.     (feet)  GPS OBS   
 KV7003  ___________________________________________________________________
 KV7003  X           -   1,330,026.427 (meters)                     COMP
 KV7003  Y           -  -4,681,351.494 (meters)                     COMP
 KV7003  Z           -   4,108,866.812 (meters)                     COMP
 KV7003  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 KV7003  ELLIP HEIGHT-          -3.25  (meters)          (10/23/02) GPS OBS
 KV7003  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV7003
 KV7003  HORZ ORDER  -  FIRST
 KV7003  ELLP ORDER  -  FOURTH    CLASS I
 KV7003
 KV7003.The horizontal coordinates were established by GPS observations
 KV7003.and adjusted by the National Geodetic Survey in May 1999..
 KV7003
 KV7003.The orthometric height was determined by GPS observations and a
 KV7003.high-resolution geoid model.
 KV7003
 KV7003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7003
 KV7003.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7003
 KV7003.The ellipsoidal height was determined by GPS observations
 KV7003.and is referenced to NAD 83.
 KV7003
 KV7003.The geoid height was determined by GEOID03.
 KV7003
 KV7003;                    North         East     Units Scale Factor Converg.
 KV7003;SPC NJ       -   169,996.111   180,614.386   MT  0.99991153   +0 14 00.4
 KV7003;SPC NJ       -   557,728.91    592,565.70   sFT  0.99991153   +0 14 00.4
 KV7003;UTM  18      - 4,468,519.729   573,057.950   MT  0.99966570   +0 33 26.3
 KV7003
 KV7003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7003!SPC NJ       -   1.00000051  x   0.99991153  =   0.99991204
 KV7003!UTM  18      -   1.00000051  x   0.99966570  =   0.99966621
 KV7003
 KV7003:                Primary Azimuth Mark                     Grid Az
 KV7003:SPC NJ       -  LINCROFT 1                               131 27 50.3
 KV7003:UTM  18      -  LINCROFT 1                               131 08 24.4
 KV7003
 KV7003|---------------------------------------------------------------------|
 KV7003| PID    Reference Object                     Distance      Geod. Az  |
 KV7003|                                                           dddmmss.s |
 KV7003| KV7002 LINCROFT 1                          APPROX. 0.6 KM 1314150.7 |
 KV7003|---------------------------------------------------------------------|
 KV7003
 KV7003                          SUPERSEDED SURVEY CONTROL
 KV7003
 KV7003  ELLIP H (05/14/99)   -3.26   (m)                       GP(       ) 4 1
 KV7003  NAD 83(1992)-  40 21 50.57749(N)    074 08 22.32597(W) AD(       ) 1
 KV7003  ELLIP H (04/25/94)   -3.32   (m)                       GP(       ) 3 1
 KV7003
 KV7003.Superseded values are not recommended for survey control.
 KV7003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7003.See file dsdata.txt to determine how the superseded data were derived.
 KV7003
 KV7003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7305868520(NAD 83)
 KV7003_MARKER: DD = SURVEY DISK
 KV7003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7003_SP_SET: CONCRETE POST
 KV7003_STAMPING: LINCROFT 2 1991
 KV7003_MARK LOGO: NJHA  
 KV7003_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7003+STABILITY: SURFACE MOTION
 KV7003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7003+SATELLITE: SATELLITE OBSERVATIONS - September 04, 1993
 KV7003
 KV7003  HISTORY     - Date     Condition        Report By
 KV7003  HISTORY     - 1991     MONUMENTED       NJHA
 KV7003  HISTORY     - 19930904 GOOD             NJGS
 KV7003
 KV7003                          STATION DESCRIPTION
 KV7003
 KV7003'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 KV7003'THE STATION IS LOCATED IN MIDDLETOWN TOWNSHIP ON THE WEST SIDE OF
 KV7003'GARDEN STATE PARKWAY NORTHBOUND EXPRESS ROADWAY IN A GRASS AREA WHICH
 KV7003'SEPARATES THE NORTHBOUND AND SOUTHBOUND EXPRESS ROADWAYS, AT
 KV7003'NORTHBOUND MILEPOINT 113.03.  TO REACH THE STATION, ENTER THE GARDEN
 KV7003'STATE PARKWAY FROM ROUTE 36 AT INTERCHANGE 105, TAKE THE NORTHBOUND
 KV7003'EXPRESS LANES, GO ABOUT 6.5 MI (10.5 KM) TO THE STATION ON THE LEFT,
 KV7003'PROJECTING ABOUT 0.1 FT (3.0 CM) ABOVE GROUND LEVEL.  THE STATION IS
 KV7003'61.7 FT (18.8 M) WEST SOUTHWEST FROM AND NORMAL TO, THE SOLID YELLOW
 KV7003'LINE AT THE WEST EDGE OF THE NORTHBOUND EXPRESS ROADWAY, 76 FT
 KV7003'(23.2 M) NORTH FROM THE ONLY PINE TREE WITHIN SIGHT IN THE MEDIAN,
 KV7003'(AND IS FULL OF POISON IVY) AND 106.0 FT (32.3 M) WEST NORTHWEST FROM
 KV7003'A WOODEN ONE WAY SIGN POST ACROSS FROM AN EMERGENCY VEHICLE CONNECTOR
 KV7003'BETWEEN THE NORTHBOUND EXPRESS AND LOCAL ROADWAYS.
 KV7003
 KV7003                          STATION RECOVERY (1993)
 KV7003
 KV7003'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV7003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5863 ***********************************************************************
 KV5863  DESIGNATION -  LINDEN 1
 KV5863  PID         -  KV5863
 KV5863  STATE/COUNTY-  NJ/UNION
 KV5863  USGS QUAD   -  ARTHUR KILL (1981)
 KV5863
 KV5863                         *CURRENT SURVEY CONTROL
 KV5863  ___________________________________________________________________
 KV5863* NAD 83(1996)-  40 37 14.16834(N)    074 14 52.06522(W)     ADJUSTED  
 KV5863* NAVD 88     -         6.2    (meters)      20.     (feet)  GPS OBS   
 KV5863  ___________________________________________________________________
 KV5863  X           -   1,316,151.786 (meters)                     COMP
 KV5863  Y           -  -4,666,035.138 (meters)                     COMP
 KV5863  Z           -   4,130,517.216 (meters)                     COMP
 KV5863  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 KV5863  ELLIP HEIGHT-         -26.30  (meters)          (10/23/02) GPS OBS
 KV5863  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV5863
 KV5863  HORZ ORDER  -  FIRST
 KV5863  ELLP ORDER  -  FOURTH    CLASS I
 KV5863
 KV5863.This mark is at Linden Airport (LDJ)
 KV5863
 KV5863.The horizontal coordinates were established by GPS observations
 KV5863.and adjusted by the National Geodetic Survey in May 1999..
 KV5863
 KV5863.The orthometric height was determined by GPS observations and a
 KV5863.high-resolution geoid model.
 KV5863
 KV5863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5863
 KV5863.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5863
 KV5863.The ellipsoidal height was determined by GPS observations
 KV5863.and is referenced to NAD 83.
 KV5863
 KV5863.The geoid height was determined by GEOID03.
 KV5863
 KV5863;                    North         East     Units Scale Factor Converg.
 KV5863;SPC NJ       -   198,450.148   171,338.322   MT  0.99990560   +0 09 51.1
 KV5863;SPC NJ       -   651,081.86    562,132.48   sFT  0.99990560   +0 09 51.1
 KV5863;SPC NY L     -    50,437.136   279,032.526   MT  1.00000288   -0 09 43.5
 KV5863;SPC NY L     -   165,475.84    915,459.21   sFT  1.00000288   -0 09 43.5
 KV5863;UTM  18      - 4,496,913.619   563,623.156   MT  0.99964982   +0 29 23.1
 KV5863
 KV5863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5863!SPC NJ       -   1.00000413  x   0.99990560  =   0.99990973
 KV5863!SPC NY L     -   1.00000413  x   1.00000288  =   1.00000701
 KV5863!UTM  18      -   1.00000413  x   0.99964982  =   0.99965394
 KV5863
 KV5863|---------------------------------------------------------------------|
 KV5863| PID    Reference Object                     Distance      Geod. Az  |
 KV5863|                                                           dddmmss.s |
 KV5863| KV5864 LINDEN 2                            273.559 METERS 12732     |
 KV5863|---------------------------------------------------------------------|
 KV5863
 KV5863                          SUPERSEDED SURVEY CONTROL
 KV5863
 KV5863  NAD 83(1996)-  40 37 14.16798(N)    074 14 52.06566(W) AD(       ) 1
 KV5863  NAD 83(1992)-  40 37 14.16690(N)    074 14 52.06548(W) AD(       ) 1
 KV5863  ELLIP H (04/25/94)  -26.36   (m)                       GP(       ) 3 1
 KV5863  NAD 83(1986)-  40 37 14.16634(N)    074 14 52.06623(W) AD(       ) 1
 KV5863  ELLIP H (01/27/92)  -25.89   (m)                       GP(       ) 4 1
 KV5863  NAD 83(1986)-  40 37 14.16633(N)    074 14 52.06623(W) AD(       ) 3
 KV5863  NAD 27      -  40 37 13.79018(N)    074 14 53.53709(W) AD(       ) 3
 KV5863  NGVD 29 (05/20/88)    6.7    (m)           22.     (f) GPS OBS        
 KV5863
 KV5863.Superseded values are not recommended for survey control.
 KV5863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5863.See file dsdata.txt to determine how the superseded data were derived.
 KV5863
 KV5863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6362396914(NAD 83)
 KV5863_MARKER: I = METAL ROD
 KV5863_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5863_SP_SET: STAINLESS STEEL ROD
 KV5863_STAMPING: LINDEN 1 1987
 KV5863_MARK LOGO: NGS   
 KV5863_PROJECTION: FLUSH
 KV5863_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5863+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1998
 KV5863_ROD/PIPE-DEPTH: 8.23 meters
 KV5863
 KV5863  HISTORY     - Date     Condition        Report By
 KV5863  HISTORY     - 1987     MONUMENTED       AEROS
 KV5863  HISTORY     - 1987     GOOD             AEROS
 KV5863  HISTORY     - 19920504 GOOD             NJGS
 KV5863  HISTORY     - 19930324 GOOD             NJHA
 KV5863  HISTORY     - 19940426 GOOD             NJGS
 KV5863  HISTORY     - 19981109 GOOD             STEWRT
 KV5863
 KV5863                          STATION DESCRIPTION
 KV5863
 KV5863'DESCRIBED BY AERO SERVICE CORPORATION 1987 (PCO)
 KV5863'THE STATION IS LOCATED ABOUT 1.61 KM (1.0 MI)
 KV5863'SOUTHEAST OF LINDEN,
 KV5863'6.12 KM (3.8 MI) SOUTH-SOUTHEAST OF ROSELLE,
 KV5863'6.92 KM (4.3 MI) NORTH-NORTHWEST OF CARTERET, WITHIN THE BOUNDARY
 KV5863'OF THE LINDEN AIRPORT.
 KV5863'OWNERSHIP--WILLIAM HEADLY, MANAGER, PHONE NUMBER (201)862-8800.
 KV5863'
 KV5863'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LINDEN, LOCATED
 KV5863'AT THE NORTHWEST CORNER OF THE INTERSECTION OF KNOPF AND N. WOOD
 KV5863'AVE, GO EAST FOR 0.48 KM (0.3 MI) ON N. WOOD AVE TO A RAILROAD
 KV5863'OVERPASS AT WHICH POINT N. WOOD AVE BECOMES S. WOOD AVE.
 KV5863'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.81 KM (0.5 MI) ON S. WOOD
 KV5863'AVE TO THE INTERSECTION OF STATE HIGHWAYS 1, AND 9.
 KV5863'TURN RIGHT AND GO SOUTH FOR 1.13 KM (0.7 MI) ON STATE HIGHWAYS 1,
 KV5863'AND 9 TO THE PAVED ENTRANCE ROAD TO THE LINDEN AIRPORT LEFT AND A
 KV5863'TRAFFIC LIGHT.
 KV5863'TURN LEFT AND GO SOUTHEAST FOR 0.16 KM (0.1 MI) ON THE PAVED
 KV5863'ENTRANCE ROAD TO A GATE AND THE AIRPORT OFFICE LEFT.  PASS THROUGH
 KV5863'THE GATE, TURN LEFT AND GO NORTHEAST FOR 0.32 KM (0.2 MI) ON A
 KV5863'PAVED PARKING AREA TO THE NORTHWEST END OF RUNWAY 14 AND THE
 KV5863'STATION.
 KV5863'
 KV5863'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KV5863'FLANGE WITH ACCESS COVER IS STAMPED---LINDEN 1 1987---, AND IS SET
 KV5863'FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KV5863'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 8.23 METERS (27.0 FT) AND
 KV5863'IS RECESSED 10 CM BELOW THE GROUND.  LOCATED 7.32 METERS (24.0 FT)
 KV5863'NORTH FROM THE NORTH CORNER OF RUNWAY 14, 3.87 METERS (12.7 FT)
 KV5863'NORTH-NORTHWEST FROM THE MOST NORTHEASTERLY RED END RUNWAY LIGHT,
 KV5863'0.73 METERS (2.4 FT) SOUTH FROM A CARSONITE WITNESS POST.
 KV5863
 KV5863                          STATION RECOVERY (1987)
 KV5863
 KV5863'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 KV5863'RECOVERED IN GOOD CONDITION.
 KV5863
 KV5863                          STATION RECOVERY (1992)
 KV5863
 KV5863'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV5863'THE STATION IS LOCATED IN THE CITY OF LINDEN WITHIN THE BOUNDARY OF
 KV5863'THE LINDEN AIRPORT.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV5863'U.S. HIGHWAYS 1 AND 9 AND SOUTH WOOD AVENUE, GO SOUTH ON U.S.
 KV5863'HIGHWAYS 1 AND 9 FOR 0.7 MI (1.1 KM) TO A TRAFFIC LIGHT AND THE
 KV5863'AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO 0.1 MI (0.2 KM) TO
 KV5863'THE AIRPORT OFFICE ON THE LEFT.  PERMISSION TO OCCUPY THE STATION
 KV5863'SHOULD BE OBTAINED FROM MR. PAUL DUDLEY, AIRPORT MANAGER, PHONE  908
 KV5863'862 5557.  TURN LEFT AND GO 0.15 MI (0.24 KM) TO A NORTHWEST
 KV5863'SOUTHEAST TAXIWAY.  TURN LEFT AND GO 0.1 MI (0.2 KM) TO THE END OF
 KV5863'RUNWAY 14 AND THE STATION.  THE STATION IS 7.3 M (24.0 FT) NORTH FROM
 KV5863'THE NORTH CORNER OF RUNWAY 14, 3.9 M (12.8 FT) NORTH NORTHWEST FROM
 KV5863'THE MOST NORTHEAST RED END OF RUNWAY LIGHT AND 0.5 M (1.6 FT) WEST
 KV5863'FROM A CARSONITE WITNESS POST.  THE STATION IS A STANDARD NGS THREE
 KV5863'DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS COVER IS STAMPED
 KV5863'LINDEN 1 1987 AND IS SET FLUSH WITH THE GROUND.  THE STATION IS A
 KV5863'NINE SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD DRIVEN TO A DEPTH
 KV5863'0F 8.23 M (27.00 FT) AND IS RECESSED 10 CM BELOW THE GROUND.
 KV5863
 KV5863                          STATION RECOVERY (1993)
 KV5863
 KV5863'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 KV5863'RECOVERED IN GOOD CONDITION.
 KV5863
 KV5863                          STATION RECOVERY (1994)
 KV5863
 KV5863'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 KV5863'THE STATION IS LOCATED IN THE CITY OF LINDEN WITHIN THE BOUNDARY OF
 KV5863'THE LINDEN AIRPORT.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV5863'U.S. HIGHWAYS 1 AND 9 AND SOUTH WOOD AVENUE, GO SOUTH ON U.S. HIGHWAYS
 KV5863'1 AND 9 FOR 0.7 MI (1.1 KM) TO A TRAFFIC LIGHT AND THE AIRPORT
 KV5863'ENTRANCE ON THE LEFT.  TURN LEFT AND GO 0.1 MI (0.2 KM) TO THE AIRPORT
 KV5863'OFFICE ON THE LEFT.  PERMISSION TO OCCUPY THE STATION SHOULD BE
 KV5863'OBTAINED FROM MR. PAUL DUDLEY, AIRPORT MANAGER, PHONE  908 862 5557.
 KV5863'TURN LEFT AND GO 0.15 MI (0.24 KM) TO A NORTHWEST SOUTHEAST TAXIWAY.
 KV5863'TURN LEFT AND GO 0.1 MI (0.2 KM) TO THE END OF RUNWAY 14 AND THE
 KV5863'STATION.  THE STATION IS 7.3 M (24.0 FT) NORTH FROM THE NORTH CORNER
 KV5863'OF RUNWAY 14, 3.9 M (12.8 FT) NORTH NORTHWEST FROM THE MOST NORTHEAST
 KV5863'RED END OF RUNWAY LIGHT AND 0.5 M (1.6 FT) WEST FROM A CARSONITE
 KV5863'WITNESS POST.  THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.
 KV5863'THE LOGO FLANGE WITH ACCESS COVER IS STAMPED LINDEN 1 1987 AND IS SET
 KV5863'FLUSH WITH THE GROUND.  THE STATION IS A NINE SIXTEENTHS INCH DIAMETER
 KV5863'STAINLESS STEEL ROD DRIVEN TO A DEPTH 0F 8.23 M (27.00 FT) AND IS
 KV5863'RECESSED 10 CM BELOW THE GROUND.
 KV5863
 KV5863                          STATION RECOVERY (1998)
 KV5863
 KV5863'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1998 (JMS)
 KV5863'NO CHANGE - GOOD FOR SATELLITE OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5864 ***********************************************************************
 KV5864  DESIGNATION -  LINDEN 2
 KV5864  PID         -  KV5864
 KV5864  STATE/COUNTY-  NJ/UNION
 KV5864  USGS QUAD   -  ARTHUR KILL (1981)
 KV5864
 KV5864                         *CURRENT SURVEY CONTROL
 KV5864  ___________________________________________________________________
 KV5864* NAD 83(1996)-  40 37 08.76530(N)    074 14 42.83606(W)     ADJUSTED  
 KV5864* NAVD 88     -         6.0    (meters)      20.     (feet)  GPS OBS   
 KV5864  ___________________________________________________________________
 KV5864  X           -   1,316,389.974 (meters)                     COMP
 KV5864  Y           -  -4,666,080.495 (meters)                     COMP
 KV5864  Z           -   4,130,390.555 (meters)                     COMP
 KV5864  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 KV5864  ELLIP HEIGHT-         -26.54  (meters)          (10/23/02) GPS OBS
 KV5864  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV5864
 KV5864  HORZ ORDER  -  FIRST
 KV5864  ELLP ORDER  -  FOURTH    CLASS I
 KV5864
 KV5864.This mark is at Linden Airport (LDJ)
 KV5864
 KV5864.The horizontal coordinates were established by GPS observations
 KV5864.and adjusted by the National Geodetic Survey in May 1999..
 KV5864
 KV5864.The orthometric height was determined by GPS observations and a
 KV5864.high-resolution geoid model.
 KV5864
 KV5864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5864
 KV5864.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5864
 KV5864.The ellipsoidal height was determined by GPS observations
 KV5864.and is referenced to NAD 83.
 KV5864
 KV5864.The geoid height was determined by GEOID03.
 KV5864
 KV5864;                    North         East     Units Scale Factor Converg.
 KV5864;SPC NJ       -   198,284.126   171,555.709   MT  0.99990572   +0 09 57.1
 KV5864;SPC NJ       -   650,537.17    562,845.69   sFT  0.99990572   +0 09 57.1
 KV5864;SPC NY L     -    50,269.862   279,248.985   MT  1.00000299   -0 09 37.4
 KV5864;SPC NY L     -   164,927.04    916,169.38   sFT  1.00000299   -0 09 37.4
 KV5864;UTM  18      - 4,496,748.876   563,841.427   MT  0.99965017   +0 29 29.0
 KV5864
 KV5864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5864!SPC NJ       -   1.00000416  x   0.99990572  =   0.99990988
 KV5864!SPC NY L     -   1.00000416  x   1.00000299  =   1.00000715
 KV5864!UTM  18      -   1.00000416  x   0.99965017  =   0.99965433
 KV5864
 KV5864|---------------------------------------------------------------------|
 KV5864| PID    Reference Object                     Distance      Geod. Az  |
 KV5864|                                                           dddmmss.s |
 KV5864| KV5863 LINDEN 1                            273.559 METERS 30732     |
 KV5864|---------------------------------------------------------------------|
 KV5864
 KV5864                          SUPERSEDED SURVEY CONTROL
 KV5864
 KV5864  ELLIP H (05/14/99)  -26.53   (m)                       GP(       ) 4 1
 KV5864  NAD 83(1996)-  40 37 08.76494(N)    074 14 42.83650(W) AD(       ) 1
 KV5864  NAD 83(1992)-  40 37 08.76391(N)    074 14 42.83623(W) AD(       ) 1
 KV5864  ELLIP H (04/30/95)  -26.60   (m)                       GP(       ) 3 2
 KV5864  NAD 83(1986)-  40 37 08.76328(N)    074 14 42.83762(W) AD(       ) 1
 KV5864  NAD 83(1986)-  40 37 08.76328(N)    074 14 42.83762(W) AD(       ) 3
 KV5864  NAD 27      -  40 37 08.38719(N)    074 14 44.30868(W) AD(       ) 3
 KV5864  NGVD 29 (05/20/88)    6.5    (m)           21.     (f) GPS OBS        
 KV5864
 KV5864.Superseded values are not recommended for survey control.
 KV5864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5864.See file dsdata.txt to determine how the superseded data were derived.
 KV5864
 KV5864_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6384196749(NAD 83)
 KV5864_MARKER: I = METAL ROD
 KV5864_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5864_SP_SET: STAINLESS STEEL ROD
 KV5864_STAMPING: LINDEN 2 1987
 KV5864_MARK LOGO: NGS   
 KV5864_PROJECTION: RECESSED 10 CENTIMETERS
 KV5864_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5864+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1994
 KV5864_ROD/PIPE-DEPTH: 5.79 meters
 KV5864
 KV5864  HISTORY     - Date     Condition        Report By
 KV5864  HISTORY     - 1987     MONUMENTED       AEROS
 KV5864  HISTORY     - 1987     GOOD             AEROS
 KV5864  HISTORY     - 19920504 GOOD             NJGS
 KV5864  HISTORY     - 19940426 GOOD             NJGS
 KV5864
 KV5864                          STATION DESCRIPTION
 KV5864
 KV5864'DESCRIBED BY AERO SERVICE CORPORATION 1987 (PCO)
 KV5864'THE STATION IS LOCATED ABOUT 1.61 KM (1.0 MI)
 KV5864'SOUTHEAST OF LINDEN,
 KV5864'6.12 KM (3.8 MI) SOUTH-SOUTHEAST OF ROSELLE,
 KV5864'6.92 KM (4.3 MI) NORTH-NORTHWEST OF CARTERET, WITHIN THE BOUNDARY
 KV5864'OF THE LINDEN AIRPORT.
 KV5864'OWNERSHIP--WILLIAM HEADLY, MANAGER, PHONE NUMBER (201)862-8800.
 KV5864'
 KV5864'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LINDEN, LOCATED
 KV5864'AT THE NORTHWEST CORNER OF THE INTERSECTION OF KNOPF AND N. WOOD
 KV5864'AVE, GO EAST FOR 0.49 KM (0.3 MI) ON N. WOOD AVE TO A RAILROAD
 KV5864'OVERPASS AT WHICH POINT N. WOOD AVE BECOMES S. WOOD AVE.
 KV5864'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.81 KM (0.5 MI) ON S. WOOD
 KV5864'AVE TO THE INTERSECTION OF STATE HIGHWAYS 1, AND 9.
 KV5864'TURN RIGHT AND GO SOUTH FOR 1.13 KM (0.7 MI) ON STATE HIGHWAYS 1,
 KV5864'AND 9 TO THE PAVED ENTRANCE ROAD TO THE LINDEN AIRPORT LEFT AND A
 KV5864'TRAFFIC LIGHT.
 KV5864'TURN LEFT AND GO SOUTHEAST FOR 0.16 KM (0.1 MI) ON THE PAVED
 KV5864'ENTRANCE ROAD TO A GATE AND THE AIRPORT OFFICE LEFT.  PASS THROUGH
 KV5864'THE GATE, AND GO EAST FOR 0.49 KM (0.3 MI) ON A GRASS FIELD, AND
 KV5864'CROSSING OVER A RUNWAY AND A TAXIWAY TO THE STATION.
 KV5864'
 KV5864'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KV5864'FLANGE WITH ACCESS COVER IS STAMPED---LINDEN 2 1987---, AND IS SET
 KV5864'FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KV5864'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 5.79 METERS (19.0 FT) AND
 KV5864'IS RECESSED 10 CM BELOW THE GROUND.  LOCATED 22.56 METERS (74.0 FT)
 KV5864'NORTHEAST FROM THE CENTERLINE OF RUNWAY 14, 15.85 METERS (52.0 FT)
 KV5864'NORTH FROM THE CENTERLINE OF AN EAST-WEST TAXIWAY FOR AN EAST-WEST
 KV5864'RUNWAY, 10.12 METERS (33.2 FT) EAST FROM A WHITE RUNWAY MARKER,
 KV5864'0.49 METERS (1.6 FT) WEST FROM A CARSONITE WITNESS POST.
 KV5864
 KV5864                          STATION RECOVERY (1987)
 KV5864
 KV5864'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 KV5864'RECOVERED IN GOOD CONDITION.
 KV5864
 KV5864                          STATION RECOVERY (1992)
 KV5864
 KV5864'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV5864'THE STATION IS LOCATED IN THE CITY OF LINDEN WITHIN THE BOUNDARY OF
 KV5864'THE LINDEN AIRPORT.  PERMISSION TO OCCUPY THE STATION MUST BE
 KV5864'OBTAINED FROM MR. PAUL DUDLEY, AIRPORT MANAGER, PHONE  908 862 5557.
 KV5864'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 1 AND 9
 KV5864'AND SOUTH WOOD AVENUE, GO SOUTH ON U.S. HIGHWAYS 1 AND 9 FOR 0.7 MI
 KV5864'(1.1 KM) TO A TRAFFIC LIGHT AND THE AIRPORT ENTRANCE ON THE LEFT.
 KV5864'TURN LEFT AND GO 0.1 MI (0.2 KM) TO THE AIRPORT OFFICE ON THE LEFT.
 KV5864'TURN LEFT AND GO 0.15 MI (0.24 KM) TO A NORTHWEST SOUTHEAST TAXIWAY.
 KV5864'TURN RIGHT AND GO 0.1 MI (0.2 KM) TO A TAXIWAY ON THE LEFT.  TURN
 KV5864'LEFT AND GO 0.1 MI (0.2 KM) ACROSS RUNWAY 14 TO THE STATION ON THE
 KV5864'LEFT.  THE STATION IS 22.6 M (74.1 FT) NORTHEAST FROM THE CENTERLINE
 KV5864'OF RUNWAY 14, 18.0 M (59.1 FT) NORTH FROM THE CENTERLINE OF THE
 KV5864'NORTHWEST SOUTHEAST TAXIWAY FOR RUNWAY 27, 10.1 M (33.1 FT) EAST FROM
 KV5864'A WHITE RUNWAY MARKER LIGHT AND 0.5 M (1.6 FT) WEST FROM A CARSONITE
 KV5864'WITNESS POST. THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.
 KV5864'THE LOGO FLANGE WITH ACCESS COVER IS STAMPED LINDEN 2 1987 AND IS
 KV5864'SET FLUSH WITH THE GROUND.  THE STATION IS A NINE SIXTEENTHS INCH
 KV5864'DIAMETER STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 5.79 M (19.00 FT)
 KV5864'AND IS RECESSED 10 CM BELOW THE GROUND.
 KV5864
 KV5864                          STATION RECOVERY (1994)
 KV5864
 KV5864'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 KV5864'THE STATION IS LOCATED IN THE CITY OF LINDEN WITHIN THE BOUNDARY OF
 KV5864'THE LINDEN AIRPORT.  PERMISSION TO OCCUPY THE STATION MUST BE OBTAINED
 KV5864'FROM MR. PAUL DUDLEY, AIRPORT MANAGER, PHONE  908 862 5557. TO REACH
 KV5864'THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 1 AND 9 AND SOUTH
 KV5864'WOOD AVENUE, GO SOUTH ON U.S. HIGHWAYS 1 AND 9 FOR 0.7 MI (1.1 KM) TO
 KV5864'A TRAFFIC LIGHT AND THE AIRPORT ENTRANCE ON THE LEFT. TURN LEFT AND GO
 KV5864'0.1 MI (0.2 KM) TO THE AIRPORT OFFICE ON THE LEFT. TURN LEFT AND GO
 KV5864'0.15 MI (0.24 KM) TO A NORTHWEST SOUTHEAST TAXIWAY. TURN RIGHT AND GO
 KV5864'0.1 MI (0.2 KM) TO A TAXIWAY ON THE LEFT.  TURN LEFT AND GO 0.1 MI
 KV5864'(0.2 KM) ACROSS RUNWAY 14 TO THE STATION ON THE LEFT.  THE STATION IS
 KV5864'22.6 M (74.1 FT) NORTHEAST FROM THE CENTERLINE OF RUNWAY 14, 18.0 M
 KV5864'(59.1 FT) NORTH FROM THE CENTERLINE OF THE NORTHWEST SOUTHEAST TAXIWAY
 KV5864'FOR RUNWAY 27, 10.1 M (33.1 FT) EAST FROM A WHITE RUNWAY MARKER LIGHT
 KV5864'AND 0.5 M (1.6 FT) WEST FROM A CARSONITE WITNESS POST. THE STATION IS
 KV5864'A STANDARD NGS THREE DIMENSIONAL MARK. THE LOGO FLANGE WITH ACCESS
 KV5864'COVER IS STAMPED LINDEN 2 1987 AND IS SET FLUSH WITH THE GROUND.  THE
 KV5864'STATION IS A NINE SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD DRIVEN
 KV5864'TO A DEPTH OF 5.79 M (19.00 FT) AND IS RECESSED 10 CM BELOW THE
 KV5864'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4561 ***********************************************************************
 KV4561  DESIGNATION -  LINDEN N TRANSMISSION TOWER
 KV4561  PID         -  KV4561
 KV4561  STATE/COUNTY-  NJ/UNION
 KV4561  USGS QUAD   -  ARTHUR KILL (1981)
 KV4561
 KV4561                         *CURRENT SURVEY CONTROL
 KV4561  ___________________________________________________________________
 KV4561* NAD 83(1996)-  40 36 00.34661(N)    074 13 58.30488(W)     ADJUSTED  
 KV4561* NAVD 88     -                                                        
 KV4561  ___________________________________________________________________
 KV4561  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 KV4561  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV4561
 KV4561  HORZ ORDER  -  THIRD
 KV4561
 KV4561.The horizontal coordinates were established by classical geodetic methods
 KV4561.and adjusted by the National Geodetic Survey in September 1999..
 KV4561
 KV4561
 KV4561.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4561
 KV4561.The geoid height was determined by GEOID03.
 KV4561
 KV4561;                    North         East     Units Scale Factor Converg.
 KV4561;SPC NJ       -   196,176.979   172,608.712   MT  0.99990629   +0 10 25.9
 KV4561;SPC NJ       -   643,623.97    566,300.42   sFT  0.99990629   +0 10 25.9
 KV4561;SPC NY L     -    48,156.548   280,290.075   MT  1.00000437   -0 09 08.3
 KV4561;SPC NY L     -   157,993.61    919,585.02   sFT  1.00000437   -0 09 08.3
 KV4561;UTM  18      - 4,494,648.281   564,906.110   MT  0.99965185   +0 29 57.3
 KV4561
 KV4561                          SUPERSEDED SURVEY CONTROL
 KV4561
 KV4561  NAD 83(1996)-  40 36 00.34664(N)    074 13 58.30509(W) AD(       ) 4
 KV4561  NAD 83(1986)-  40 36 00.34606(N)    074 13 58.30025(W) AD(       ) 4
 KV4561  NAD 27      -  40 35 59.98000(N)    074 13 59.78500(W) AD(       ) 3
 KV4561
 KV4561.Superseded values are not recommended for survey control.
 KV4561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4561.See file dsdata.txt to determine how the superseded data were derived.
 KV4561
 KV4561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6490694648(NAD 83)
 KV4561_MARKER: 55 = TOWER
 KV4561
 KV4561  HISTORY     - Date     Condition        Report By
 KV4561  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4561
 KV4561                          STATION DESCRIPTION
 KV4561
 KV4561'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4561'THE NORTHERLY OF TWO TWIN LATTICE TOWERS, THIS ONE IS ON THE N
 KV4561'BANK OF RAHWAY RIVER, IN LINDEN 1/2 MILE N OF ROOSEVELT AVENUE,
 KV4561'CARTERET, NEW JERSEY, AND IMMEDIATELY E OF THE NEWARK-PERTH
 KV4561'AMBOY FAST LINE TROLLEY TRACKS.  IT IS A 4-SIDED, BLACK, IRON,
 KV4561'LATTICE, TRANSMISSION TOWER.
 KV4561'
 KV4561'THE STATION IS THE TOWER-TOP, APPROXIMATELY 120 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4702 ***********************************************************************
 KV4702  DESIGNATION -  LINDEN ROSE H CREMATORY CHIM
 KV4702  PID         -  KV4702
 KV4702  STATE/COUNTY-  NJ/UNION
 KV4702  USGS QUAD   -  ELIZABETH (1995)
 KV4702
 KV4702                         *CURRENT SURVEY CONTROL
 KV4702  ___________________________________________________________________
 KV4702* NAD 83(1996)-  40 37 34.20974(N)    074 14 00.21006(W)     ADJUSTED  
 KV4702* NAVD 88     -                                                        
 KV4702  ___________________________________________________________________
 KV4702  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 KV4702  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KV4702
 KV4702  HORZ ORDER  -  THIRD
 KV4702
 KV4702.The horizontal coordinates were established by classical geodetic methods
 KV4702.and adjusted by the National Geodetic Survey in September 1999..
 KV4702
 KV4702
 KV4702.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4702
 KV4702.The geoid height was determined by GEOID03.
 KV4702
 KV4702;                    North         East     Units Scale Factor Converg.
 KV4702;SPC NJ       -   199,071.882   172,555.153   MT  0.99990626   +0 10 24.9
 KV4702;SPC NJ       -   653,121.67    566,124.70   sFT  0.99990626   +0 10 24.9
 KV4702;SPC NY L     -    51,051.991   280,252.996   MT  1.00000250   -0 09 09.6
 KV4702;SPC NY L     -   167,493.07    919,463.37   sFT  1.00000250   -0 09 09.6
 KV4702;UTM  18      - 4,497,542.097   564,836.125   MT  0.99965174   +0 29 57.0
 KV4702
 KV4702                          SUPERSEDED SURVEY CONTROL
 KV4702
 KV4702  NAD 83(1996)-  40 37 34.20975(N)    074 14 00.21023(W) AD(       ) 4
 KV4702  NAD 83(1986)-  40 37 34.20765(N)    074 14 00.20517(W) AD(       ) 4
 KV4702  NAD 27      -  40 37 33.84300(N)    074 14 01.68600(W) AD(       ) 3
 KV4702
 KV4702.Superseded values are not recommended for survey control.
 KV4702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4702.See file dsdata.txt to determine how the superseded data were derived.
 KV4702
 KV4702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6483697542(NAD 83)
 KV4702_MARKER: 85 = CHIMNEY
 KV4702
 KV4702  HISTORY     - Date     Condition        Report By
 KV4702  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4702  HISTORY     - 19940608 MARK NOT FOUND   USPSQD
 KV4702
 KV4702                          STATION DESCRIPTION
 KV4702
 KV4702'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4702'THE SMALL CHIMNEY IN LINDEN, APPROXIMATELY 3/4 MILE E OF THE SUPER
 KV4702'HIGHWAY ON THE S SIDE OF WESTBROOK DRIVE AT THE ROSE HILL
 KV4702'CREMATORY, ATOP THE S CENTRAL END OF THE MAIN BUILDING.  IT IS A
 KV4702'SMALL BANDED, YELLOW BRICK CHIMNEY HAVING A RED TOP.
 KV4702'
 KV4702'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 85 FEET ABOVE GROUND.
 KV4702
 KV4702                          STATION RECOVERY (1994)
 KV4702
 KV4702'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4701 ***********************************************************************
 KV4701  DESIGNATION -  LINDEN STAND OIL ACID PLT CHIM
 KV4701  PID         -  KV4701
 KV4701  STATE/COUNTY-  NJ/UNION
 KV4701  USGS QUAD   -  ELIZABETH (1995)
 KV4701
 KV4701                         *CURRENT SURVEY CONTROL
 KV4701  ___________________________________________________________________
 KV4701* NAD 83(1996)-  40 37 34.54621(N)    074 12 27.15884(W)     ADJUSTED  
 KV4701* NAVD 88     -                                                        
 KV4701  ___________________________________________________________________
 KV4701  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 KV4701  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV4701
 KV4701  HORZ ORDER  -  THIRD
 KV4701
 KV4701.The horizontal coordinates were established by classical geodetic methods
 KV4701.and adjusted by the National Geodetic Survey in September 1999..
 KV4701
 KV4701
 KV4701.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4701
 KV4701.The geoid height was determined by GEOID03.
 KV4701
 KV4701;                    North         East     Units Scale Factor Converg.
 KV4701;SPC NJ       -   199,089.207   174,741.834   MT  0.99990753   +0 11 25.5
 KV4701;SPC NJ       -   653,178.51    573,298.83   sFT  0.99990753   +0 11 25.5
 KV4701;SPC NY L     -    51,056.866   282,439.949   MT  1.00000249   -0 08 08.7
 KV4701;SPC NY L     -   167,509.07    926,638.40   sFT  1.00000249   -0 08 08.7
 KV4701;UTM  18      - 4,497,571.839   567,022.118   MT  0.99965529   +0 30 57.6
 KV4701
 KV4701                          SUPERSEDED SURVEY CONTROL
 KV4701
 KV4701  NAD 83(1996)-  40 37 34.54618(N)    074 12 27.15910(W) AD(       ) 4
 KV4701  NAD 83(1986)-  40 37 34.54483(N)    074 12 27.15413(W) AD(       ) 4
 KV4701  NAD 27      -  40 37 34.17200(N)    074 12 28.65100(W) AD(       ) 3
 KV4701
 KV4701.Superseded values are not recommended for survey control.
 KV4701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4701.See file dsdata.txt to determine how the superseded data were derived.
 KV4701
 KV4701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6702297572(NAD 83)
 KV4701_MARKER: 85 = CHIMNEY
 KV4701
 KV4701  HISTORY     - Date     Condition        Report By
 KV4701  HISTORY     - 1915     FIRST OBSERVED   CGS
 KV4701  HISTORY     - 1931     GOOD             CGS
 KV4701
 KV4701                          STATION DESCRIPTION
 KV4701
 KV4701'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4701'STATION RECOVERED IN GOOD CONDITION, NO DESCRIPTION AVAILABLE.
 KV4701'
 KV4701'A COMPLETE DESCRIPTION FOLLOWS--
 KV4701'
 KV4701'THE VERY PROMINENT CHIMNEY, ON THE W SHORE OF ARTHUR KILL, IN
 KV4701'LINDEN, APPROXIMATELY 1 MILE S OF GOETHALS BRIDGE, ON THE N
 KV4701'SIDE OF PILLS CREEK, IN THE ACID PLANT OF THE STANDARD OIL
 KV4701'COMPANY, RISING FROM A GROUP OF ISOLATED BRICK BUILDINGS.  IT IS
 KV4701'THE MOST PROMINENT LANDMARK ALONG THE KILL, AN EXCEPTIONALLY
 KV4701'TALL, ROUND CHIMNEY ITS LOWER HALF OF RED BRICK AND THE UPPER
 KV4701'HALF (REBUILT DURING 1931) OF NEW YELLOW BRICK.
 KV4701'
 KV4701'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 300 FEET ABOVE
 KV4701'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4558 ***********************************************************************
 KV4558  DESIGNATION -  LINDEN STANDARD OIL RAD N TWR
 KV4558  PID         -  KV4558
 KV4558  STATE/COUNTY-  NJ/UNION
 KV4558  USGS QUAD   -  ARTHUR KILL (1981)
 KV4558
 KV4558                         *CURRENT SURVEY CONTROL
 KV4558  ___________________________________________________________________
 KV4558* NAD 83(1996)-  40 36 42.38015(N)    074 14 15.74728(W)     ADJUSTED  
 KV4558* NAVD 88     -                                                        
 KV4558  ___________________________________________________________________
 KV4558  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 KV4558  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KV4558
 KV4558  HORZ ORDER  -  THIRD
 KV4558
 KV4558.The horizontal coordinates were established by classical geodetic methods
 KV4558.and adjusted by the National Geodetic Survey in September 1999..
 KV4558
 KV4558
 KV4558.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4558
 KV4558.The geoid height was determined by GEOID03.
 KV4558
 KV4558;                    North         East     Units Scale Factor Converg.
 KV4558;SPC NJ       -   197,472.193   172,194.791   MT  0.99990606   +0 10 14.6
 KV4558;SPC NJ       -   647,873.35    564,942.41   sFT  0.99990606   +0 10 14.6
 KV4558;SPC NY L     -    49,454.225   279,883.495   MT  1.00000351   -0 09 19.7
 KV4558;SPC NY L     -   162,251.07    918,251.10   sFT  1.00000351   -0 09 19.7
 KV4558;UTM  18      - 4,495,940.794   564,484.946   MT  0.99965118   +0 29 46.4
 KV4558
 KV4558                          SUPERSEDED SURVEY CONTROL
 KV4558
 KV4558  NAD 83(1996)-  40 36 42.38040(N)    074 14 15.74761(W) AD(       ) 4
 KV4558  NAD 83(1986)-  40 36 42.37947(N)    074 14 15.74272(W) AD(       ) 4
 KV4558  NAD 27      -  40 36 42.00200(N)    074 14 17.21900(W) AD(       ) 3
 KV4558
 KV4558.Superseded values are not recommended for survey control.
 KV4558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4558.See file dsdata.txt to determine how the superseded data were derived.
 KV4558
 KV4558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6448595941(NAD 83)
 KV4558_MARKER: 43 = RADIO/TV TOWER
 KV4558
 KV4558  HISTORY     - Date     Condition        Report By
 KV4558  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4558
 KV4558                          STATION DESCRIPTION
 KV4558
 KV4558'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4558'THE NORTHERNMOST OF THREE SMALL RADIO TOWERS, W OF ARTHUR KILL
 KV4558'AND THE CENTRAL RAILROAD OF NEW JERSEY MAIN LINE, IN LINDEN JUST
 KV4558'N OF LOWER ROAD (ALSO KNOWN AS BARNETT STREET) AT THE INTERSECTION
 KV4558'OF MARSHS DOCK ROAD, OF THE STANDARD OIL COMPANYS PRIVATE RADIO
 KV4558'STATION.  IT IS A 4-SIDED, STEEL LATTICE TOWER.
 KV4558'
 KV4558'THE STATION IS THE TOWER TOP, APPROXIMATELY 100 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4559 ***********************************************************************
 KV4559  DESIGNATION -  LINDEN STANDARD OIL RAD W TWR
 KV4559  PID         -  KV4559
 KV4559  STATE/COUNTY-  NJ/UNION
 KV4559  USGS QUAD   -  ARTHUR KILL (1981)
 KV4559
 KV4559                         *CURRENT SURVEY CONTROL
 KV4559  ___________________________________________________________________
 KV4559* NAD 83(1996)-  40 36 40.67034(N)    074 14 17.03854(W)     ADJUSTED  
 KV4559* NAVD 88     -                                                        
 KV4559  ___________________________________________________________________
 KV4559  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 KV4559  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KV4559
 KV4559  HORZ ORDER  -  THIRD
 KV4559
 KV4559.The horizontal coordinates were established by classical geodetic methods
 KV4559.and adjusted by the National Geodetic Survey in September 1999..
 KV4559
 KV4559
 KV4559.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4559
 KV4559.The geoid height was determined by GEOID03.
 KV4559
 KV4559;                    North         East     Units Scale Factor Converg.
 KV4559;SPC NJ       -   197,419.367   172,164.597   MT  0.99990604   +0 10 13.8
 KV4559;SPC NJ       -   647,700.04    564,843.35   sFT  0.99990604   +0 10 13.8
 KV4559;SPC NY L     -    49,401.566   279,852.998   MT  1.00000354   -0 09 20.6
 KV4559;SPC NY L     -   162,078.30    918,151.04   sFT  1.00000354   -0 09 20.6
 KV4559;UTM  18      - 4,495,887.811   564,455.060   MT  0.99965114   +0 29 45.5
 KV4559
 KV4559                          SUPERSEDED SURVEY CONTROL
 KV4559
 KV4559  NAD 83(1996)-  40 36 40.67059(N)    074 14 17.03887(W) AD(       ) 4
 KV4559  NAD 83(1986)-  40 36 40.66968(N)    074 14 17.03396(W) AD(       ) 4
 KV4559  NAD 27      -  40 36 40.29200(N)    074 14 18.51000(W) AD(       ) 3
 KV4559
 KV4559.Superseded values are not recommended for survey control.
 KV4559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4559.See file dsdata.txt to determine how the superseded data were derived.
 KV4559
 KV4559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6445595888(NAD 83)
 KV4559_MARKER: 43 = RADIO/TV TOWER
 KV4559
 KV4559  HISTORY     - Date     Condition        Report By
 KV4559  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4559
 KV4559                          STATION DESCRIPTION
 KV4559
 KV4559'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4559'THE WESTERNMOST OF THREE SMALL RADIO TOWERS, W OF ARTHUR KILL
 KV4559'AND THE CENTRAL RAILROAD OF NEW JERSEY MAIN LINE, IN LINDEN JUST
 KV4559'N OF LOWER ROAD (ALSO KNOWN AS BARNETT STREET) AT THE INTERSECTION
 KV4559'OF MARSHS DOCK ROAD OF THE STANDARD OIL COMPANYS PRIVATE RADIO
 KV4559'STATION.  IT IS A 4-SIDED STEEL LATTICE TOWER.
 KV4559'
 KV4559'THE STATION IS THE TOWER TOP, APPROXIMATELY 100 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4560 ***********************************************************************
 KV4560  DESIGNATION -  LINDEN STANDARD OIL RAD E TWR
 KV4560  PID         -  KV4560
 KV4560  STATE/COUNTY-  NJ/UNION
 KV4560  USGS QUAD   -  ARTHUR KILL (1981)
 KV4560
 KV4560                         *CURRENT SURVEY CONTROL
 KV4560  ___________________________________________________________________
 KV4560* NAD 83(1996)-  40 36 40.66975(N)    074 14 14.45274(W)     ADJUSTED  
 KV4560* NAVD 88     -                                                        
 KV4560  ___________________________________________________________________
 KV4560  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 KV4560  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KV4560
 KV4560  HORZ ORDER  -  THIRD
 KV4560
 KV4560.The horizontal coordinates were established by classical geodetic methods
 KV4560.and adjusted by the National Geodetic Survey in September 1999..
 KV4560
 KV4560
 KV4560.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4560
 KV4560.The geoid height was determined by GEOID03.
 KV4560
 KV4560;                    North         East     Units Scale Factor Converg.
 KV4560;SPC NJ       -   197,419.530   172,225.377   MT  0.99990608   +0 10 15.5
 KV4560;SPC NJ       -   647,700.57    565,042.76   sFT  0.99990608   +0 10 15.5
 KV4560;SPC NY L     -    49,401.383   279,913.784   MT  1.00000354   -0 09 18.9
 KV4560;SPC NY L     -   162,077.70    918,350.47   sFT  1.00000354   -0 09 18.9
 KV4560;UTM  18      - 4,495,888.319   564,515.823   MT  0.99965123   +0 29 47.2
 KV4560
 KV4560                          SUPERSEDED SURVEY CONTROL
 KV4560
 KV4560  NAD 83(1996)-  40 36 40.67000(N)    074 14 14.45306(W) AD(       ) 4
 KV4560  NAD 83(1986)-  40 36 40.66911(N)    074 14 14.44821(W) AD(       ) 4
 KV4560  NAD 27      -  40 36 40.29100(N)    074 14 15.92500(W) AD(       ) 3
 KV4560
 KV4560.Superseded values are not recommended for survey control.
 KV4560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4560.See file dsdata.txt to determine how the superseded data were derived.
 KV4560
 KV4560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6451695888(NAD 83)
 KV4560_MARKER: 43 = RADIO/TV TOWER
 KV4560
 KV4560  HISTORY     - Date     Condition        Report By
 KV4560  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4560
 KV4560                          STATION DESCRIPTION
 KV4560
 KV4560'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4560'THE EASTERNMOST OF THREE SMALL RADIO TOWERS, W OF ARTHUR KILL
 KV4560'AND THE CENTRAL RAILROAD OF NEW JERSEY MAIN LINE, IN LINDEN JUST
 KV4560'N OF LOWER ROAD (ALSO KNOWN AS BARNETT STREET) AT THE INTERSECTION
 KV4560'OF MARSHS DOCK ROAD, OF THE STANDARD OIL COMPANYS PRIVATE RADIO
 KV4560'STATION.  IT IS A 4-SIDED STEEL LATTICE TOWER.
 KV4560'
 KV4560'THE STATION IS THE TOWER TOP, APPROXIMATELY 100 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU4044 ***********************************************************************
 KU4044  DESIGNATION -  LINDY
 KU4044  PID         -  KU4044
 KU4044  STATE/COUNTY-  NJ/BERGEN
 KU4044  USGS QUAD   -  YONKERS (1979)
 KU4044
 KU4044                         *CURRENT SURVEY CONTROL
 KU4044  ___________________________________________________________________
 KU4044* NAD 83(1996)-  40 54 14.23488(N)    073 56 04.39943(W)     ADJUSTED  
 KU4044* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 KU4044  ___________________________________________________________________
 KU4044  LAPLACE CORR-           6.05  (seconds)                    DEFLEC99
 KU4044  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 KU4044
 KU4044  HORZ ORDER  -  SECOND
 KU4044
 KU4044.The horizontal coordinates were established by classical geodetic methods
 KU4044.and adjusted by the National Geodetic Survey in September 1999..
 KU4044
 KU4044.The orthometric height was scaled from a topographic map.
 KU4044
 KU4044.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4044
 KU4044.The geoid height was determined by GEOID03.
 KU4044
 KU4044;                    North         East     Units Scale Factor Converg.
 KU4044;SPC NJ       -   230,036.375   197,638.126   MT  0.99992792   +0 22 12.9
 KU4044;SPC NJ       -   754,711.01    648,417.75   sFT  0.99992792   +0 22 12.9
 KU4044;SPC NY L     -    81,875.473   305,514.153   MT  0.99999534   +0 02 34.1
 KU4044;SPC NY L     -   268,619.78  1,002,341.02   sFT  0.99999534   +0 02 34.1
 KU4044;UTM  18      - 4,528,641.506   589,736.218   MT  0.99969911   +0 41 51.7
 KU4044
 KU4044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4044!SPC NJ       -   0.99998584  x   0.99992792  =   0.99991376
 KU4044!SPC NY L     -   0.99998584  x   0.99999534  =   0.99998118
 KU4044!UTM  18      -   0.99998584  x   0.99969911  =   0.99968496
 KU4044
 KU4044:                Primary Azimuth Mark                     Grid Az
 KU4044:SPC NJ       -  ST VINCENT CHURCH STEEPLE                063 01 12.0
 KU4044:SPC NY L     -  ST VINCENT CHURCH STEEPLE                063 20 50.8
 KU4044:UTM  18      -  ST VINCENT CHURCH STEEPLE                062 41 33.2
 KU4044
 KU4044|---------------------------------------------------------------------|
 KU4044| PID    Reference Object                     Distance      Geod. Az  |
 KU4044|                                                           dddmmss.s |
 KU4044| KU4095 ST VINCENT CHURCH STEEPLE           APPROX. 2.4 KM 0632324.9 |
 KU4044| KU4098 MT ST VINCENT SCH HOUSE CUPOLA      APPROX. 2.2 KM 0733027.8 |
 KU4044| KU4096 S YONKERS VISIT MONASTERY CUP       APPROX. 2.2 KM 0841613.7 |
 KU4044| KU4094 JOINT HSE FLAGPOLE YONKERS          APPROX. 2.0 KM 0932507.0 |
 KU4044| KU3967 NEW YORK RIVERSIDE DR FLAGPOLE      APPROX. 5.1 KM 1822842.9 |
 KU4044| KU3942 NEW YORK RIVERSIDE DR MANSION       APPROX. 5.7 KM 1845814.7 |
 KU4044| CB6229 LINDY RM 1                           13.490 METERS 29358     |
 KU4044| CB6230 LINDY RM 2                           19.810 METERS 34300     |
 KU4044|---------------------------------------------------------------------|
 KU4044
 KU4044                          SUPERSEDED SURVEY CONTROL
 KU4044
 KU4044  NAD 83(1996)-  40 54 14.23488(N)    073 56 04.39942(W) AD(       ) 2
 KU4044  NAD 83(1996)-  40 54 14.23512(N)    073 56 04.40027(W) AD(       ) 2
 KU4044  NAD 83(1992)-  40 54 14.23320(N)    073 56 04.40114(W) AD(       ) 2
 KU4044  NAD 83(1986)-  40 54 14.23830(N)    073 56 04.39749(W) AD(       ) 2
 KU4044  NAD 27      -  40 54 13.87700(N)    073 56 05.91000(W) AD(       ) 2
 KU4044
 KU4044.Superseded values are not recommended for survey control.
 KU4044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4044.See file dsdata.txt to determine how the superseded data were derived.
 KU4044
 KU4044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8973628642(NAD 83)
 KU4044_MARKER: DS = TRIANGULATION STATION DISK
 KU4044_SETTING: 66 = SET IN ROCK OUTCROP
 KU4044
 KU4044  HISTORY     - Date     Condition        Report By
 KU4044  HISTORY     - 1930     MONUMENTED       CGS
 KU4044  HISTORY     - 19920207 MARK NOT FOUND   NJGS
 KU4044  HISTORY     - 20060528 MARK NOT FOUND   GEOCAC
 KU4044
 KU4044                          STATION DESCRIPTION
 KU4044
 KU4044'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 KU4044'ON THE BROW OF THE PALISADES 3.5 MILES S ON SYLVAN BOULEVARD FROM
 KU4044'ROAD LEADING TO YONKERS FERRY, OR 1.7 MILES N ON SYLAN BOULEVARD
 KU4044'FROM ROAD LEADING TO ENGLEWOOD FERRY.
 KU4044'
 KU4044'CLINTON AVENUE, TENAFLY JOINS SYLVAN BOULEVARD 100 METERS SW OF
 KU4044'THE GATE IN A HIGH WIRE FENCE, FROM WHICH A TRAIL LEADS TO THE
 KU4044'PALISADES A SHORT DISTANCE S OF THE STATION.  SAINT VINCENT SPIRE
 KU4044'IS ON RANGE WITH THE S SPIRE OF A LARGE RED ROOFED BUILDING ON
 KU4044'SKYLINE WITH TEN SPIRES AND CUPOLAS ON IT. (CONCORDIA HOSP.)
 KU4044'
 KU4044'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN A
 KU4044'DRILL HOLE IN OUTCROPPING BEDROCK. REFERENCE MARKS WERE NOT NUMBERED.
 KU4044'
 KU4044'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.5 METERS.
 KU4044
 KU4044                          STATION RECOVERY (1992)
 KU4044
 KU4044'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KU4044'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A HALF HOUR
 KU4044'SEARCH BY A TWO MAN PARTY.  THE AREA HAS BEEN IMPROVED OVER THE YEARS
 KU4044'AND NO ORIGINAL TIES EXIT TO LOCATE THE STATION WITH ANY CERTAINTY.
 KU4044
 KU4044                          STATION RECOVERY (2006)
 KU4044
 KU4044'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KU4044'UNABLE TO LOCATE.  TWO MEN SEARCHED FOR AN HOUR.  NO TIES EXIST TO
 KU4044'PINPOINT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0363 ***********************************************************************
 JU0363  DESIGNATION -  LINE
 JU0363  PID         -  JU0363
 JU0363  STATE/COUNTY-  NJ/CAPE MAY
 JU0363  USGS QUAD   -  OCEAN CITY (1994)
 JU0363
 JU0363                         *CURRENT SURVEY CONTROL
 JU0363  ___________________________________________________________________
 JU0363* NAD 83(1996)-  39 17 50.58879(N)    074 35 22.34231(W)     ADJUSTED  
 JU0363* NAVD 88     -         1.864  (meters)       6.12   (feet)  ADJUSTED  
 JU0363  ___________________________________________________________________
 JU0363  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 JU0363  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 JU0363  DYNAMIC HT  -           1.863 (meters)       6.11  (feet)  COMP
 JU0363  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 JU0363
 JU0363  HORZ ORDER  -  THIRD
 JU0363  VERT ORDER  -  FIRST     CLASS II
 JU0363
 JU0363.The horizontal coordinates were established by classical geodetic methods
 JU0363.and adjusted by the National Geodetic Survey in September 1999..
 JU0363
 JU0363.The orthometric height was determined by differential leveling
 JU0363.and adjusted by the National Geodetic Survey in March 2005..
 JU0363
 JU0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0363
 JU0363.The geoid height was determined by GEOID03.
 JU0363
 JU0363.The dynamic height is computed by dividing the NAVD 88
 JU0363.geopotential number by the normal gravity value computed on the
 JU0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0363.degrees latitude (g = 980.6199 gals.).
 JU0363
 JU0363.The modeled gravity was interpolated from observed gravity values.
 JU0363
 JU0363;                    North         East     Units Scale Factor Converg.
 JU0363;SPC NJ       -    51,516.255   142,276.858   MT  0.99990073   -0 03 24.2
 JU0363;SPC NJ       -   169,016.25    466,786.66   sFT  0.99990073   -0 03 24.2
 JU0363;UTM  18      - 4,349,858.941   535,393.290   MT  0.99961542   +0 15 35.9
 JU0363
 JU0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0363!SPC NJ       -   1.00000512  x   0.99990073  =   0.99990585
 JU0363!UTM  18      -   1.00000512  x   0.99961542  =   0.99962054
 JU0363
 JU0363:                Primary Azimuth Mark                     Grid Az
 JU0363:SPC NJ       -  ANCHORAGE                                067 39 49.0
 JU0363:UTM  18      -  ANCHORAGE                                067 20 48.9
 JU0363
 JU0363|---------------------------------------------------------------------|
 JU0363| PID    Reference Object                     Distance      Geod. Az  |
 JU0363|                                                           dddmmss.s |
 JU0363| JU2858 ANCHORAGE                           APPROX. 1.8 KM 0673624.8 |
 JU0363| JU0364 LINE RM 1                            22.510 METERS 14848     |
 JU0363| JU0362 LINE RM 2                            27.883 METERS 33048     |
 JU0363|---------------------------------------------------------------------|
 JU0363
 JU0363                          SUPERSEDED SURVEY CONTROL
 JU0363
 JU0363  NAD 83(1986)-  39 17 50.57445(N)    074 35 22.33992(W) AD(       ) 3
 JU0363  NAD 27      -  39 17 50.15700(N)    074 35 23.78200(W) AD(       ) 3
 JU0363  NAVD 88 (06/15/91)    1.881  (m)            6.17   (f) UNKNOWN     1 1
 JU0363  NGVD 29 (04/16/92)    2.275  (m)            7.46   (f) ADJUSTED    1 1
 JU0363
 JU0363.Superseded values are not recommended for survey control.
 JU0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0363.See file dsdata.txt to determine how the superseded data were derived.
 JU0363
 JU0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3539349859(NAD 83)
 JU0363_MARKER: DS = TRIANGULATION STATION DISK
 JU0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0363_STAMPING: LINE 1935
 JU0363_MARK LOGO: CGS   
 JU0363_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0363+STABILITY: SURFACE MOTION
 JU0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0363+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2000
 JU0363
 JU0363  HISTORY     - Date     Condition        Report By
 JU0363  HISTORY     - 1935     MONUMENTED       CGS
 JU0363  HISTORY     - 1950     GOOD             CGS
 JU0363  HISTORY     - 1964     GOOD             CGS
 JU0363  HISTORY     - 1964     GOOD             CGS
 JU0363  HISTORY     - 1971     GOOD             NGS
 JU0363  HISTORY     - 1979     GOOD             NGS
 JU0363  HISTORY     - 20000823 GOOD             NJGS
 JU0363
 JU0363                          STATION DESCRIPTION
 JU0363
 JU0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU0363'THIS INTERSECTION STATION IS LOCATED 18.65 FEET TO THE NE OF
 JU0363'THE EDGE OF CONCRETE ROAD LEADING FROM SOMERS POINT TO OCEAN
 JU0363'CITY, N.J. AND 0.85 MILE FROM THE SOMERS POINT END OF WORLD
 JU0363'WAR MEMORIAL BRIDGE OVER SHIP CHANNEL.  IT IS 16.60 FEET FROM
 JU0363'THE CENTER OF THE SW RAIL OF THE SHORE FAST LINE TRACKS.  IT IS
 JU0363'ALSO 210.1 FEET FROM SE END JUNCTION OF INNER RAILS OF MAIN LINE
 JU0363'AND SIDE TRACK.
 JU0363'
 JU0363'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JU0363'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A AND
 JU0363'11A.  REFERENCE MARKS ARE IN LINE WITH STATION, REFERENCE MARK
 JU0363'NO. 1 TO SE AND REFERENCE MARK NO. 2 TO NW.
 JU0363'
 JU0363'REFERENCE MARK NO.1 IS 18.50 FEET FROM CENTER OF ACE SYSTEM
 JU0363'POWER POLE NO. 8173.
 JU0363'
 JU0363'REFERENCE MARK NO. 2 IS 26.25 FEET FROM POWER POLE
 JU0363'NO. 8174.  ALL DISKS STAMPED LINE 1935.  REFERENCE MARKS STAMPED
 JU0363'1 AND 2 RESPECTIVELY.
 JU0363'
 JU0363'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS
 JU0363
 JU0363                          STATION RECOVERY (1950)
 JU0363
 JU0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU0363'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 JU0363'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED
 JU0363'WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED
 JU0363'DESCRIPTION IS ADEQUATE AND CORRECT WITH THE FOLLOWING
 JU0363'EXCEPTIONS--
 JU0363'
 JU0363'THE SHORE FAST LINE TRACKS NO LONGER EXIST.  STATION MARK IS
 JU0363'115.7 FEET SE OF A.C.E. POLE NO. 8174, 88.5 FEET NW OF
 JU0363'A.C.E. POLE 8173, 37.6 FEET E OF THE NW CORNER OF HIGHWAY SLAB
 JU0363'NO. 28, AND 23.2 FEET N OF THE SE CORNER OF CONCRETE HIGHWAY
 JU0363'SLAB NO. 28.
 JU0363'
 JU0363'REFERENCE MARK 1 IS 18.5 FEET N OF A.C.E. POLE NO. 8173 AND
 JU0363'20.5 FEET NE OF THE NE EDGE OF THE CONCRETE HIGHWAY.
 JU0363'
 JU0363'REFERENCE MARK 2 IS 26.2 FEET E OF A.C.E. POLE NO. 8174 AND
 JU0363'19.6 FEET NE OF THE NE EDGE OF THE CONCRETE HIGHWAY.
 JU0363
 JU0363                          STATION RECOVERY (1964)
 JU0363
 JU0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RG)
 JU0363'THE STATION, RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION AS
 JU0363'DESCRIBED.  THE EAST CORNER OF THE POST FOR LINE RM 1 HAS BEEN
 JU0363'CHIPPED OFF, HOWEVER THE POST IS STILL SOLID AND IN GOOD
 JU0363'CONDITION.  THE NORTH CORNER OF LINE RM 2 HAS BEEN CHIPPED OFF,
 JU0363'HOWEVER THE POST IS STILL SOLID AND IN GOOD CONDITION.
 JU0363
 JU0363                          STATION RECOVERY (1964)
 JU0363
 JU0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0363'1.4 MI NW FROM OCEAN CITY.
 JU0363'1.45 MILES NORTHWEST ALONG STATE HIGHWAY 52 (9TH STREET IN OCEAN
 JU0363'CITY) FROM THE CITY HALL IN OCEAN CITY, 0.55 MILE SOUTHEAST OF
 JU0363'THE SOUTHEAST END OF BRIDGE OVER SHIP CHANNEL, 0.2 MILE NORTHWEST
 JU0363'OF THE NORTHWEST END OF BRIDGE OVER RAINBOW CHANNEL, 39 FEET
 JU0363'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 88 1/2 FEET NORTHWEST
 JU0363'OF POWER POLE NO. 8173, 91.5 FEET SOUTHEAST OF LINE RM 2 DESCRIBED,
 JU0363'73.8 FEET NORTHWEST OF LINE RM 1 DESCRIBED, ABOUT LEVEL WITH THE
 JU0363'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH
 JU0363'THE GROUND.
 JU0363
 JU0363                          STATION RECOVERY (1971)
 JU0363
 JU0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU0363'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 JU0363'DESCRIBED IN GOOD CONDITION.
 JU0363'
 JU0363'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU0363'1 MILE SE OF SOMERS POINT.
 JU0363
 JU0363                          STATION RECOVERY (1979)
 JU0363
 JU0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0363'RECOVERED IN GOOD CONDITION.
 JU0363
 JU0363                          STATION RECOVERY (2000)
 JU0363
 JU0363'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU0363'THE STATION IS LOCATED NORTHWEST OF OCEAN CITY ON STATE ROUTE 52.  TO
 JU0363'REACH THE STATION GO 1.45 MI (2.33 KM) NORTHWEST FROM THE OCEAN CITY
 JU0363'MUNICIPAL BUILDING TO THE STATION ON THE RIGHT.  THE STATION IS ALSO
 JU0363'0.55 MI (0.89 KM) SOUTHEAST FROM THE SOUTHEAST END OF BRIDGE OVER SHIP
 JU0363'CHANNEL AND 0.2 MI (0.3 KM) NORTHWEST OF THE NORTHWEST END OF BRIDGE
 JU0363'OVER RAINBOW CHANNEL.  THE STATION IS 1.9 M (6.2 FT) NORTHEAST FROM
 JU0363'THE CENTER LINE OF THE HIGHWAY, 26.95 M (88.42 FT) NORTHWEST FROM A
 JU0363'WOOD UTILITY NUMBER 8173, 27.9 M (91.5 FT) SOUTHEAST FROM LINE RM 2,
 JU0363'22.5 M (73.8 FT) NORTHWEST FROM LINE RM 1 33.9 M (111.2 FT) SOUTHEAST
 JU0363'FROM WOOD UTILITY POLE NUMBER 81.74.  SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4370 ***********************************************************************
 JU4370  DESIGNATION -  LINE
 JU4370  PID         -  JU4370
 JU4370  STATE/COUNTY-  NJ/ATLANTIC
 JU4370  USGS QUAD   -  MAYS LANDING (1989)
 JU4370
 JU4370                         *CURRENT SURVEY CONTROL
 JU4370  ___________________________________________________________________
 JU4370* NAD 83(1996)-  39 25 32.52189(N)    074 38 36.99679(W)     ADJUSTED  
 JU4370* NAVD 88     -        19.7    (meters)      65.     (feet)  GPS OBS   
 JU4370  ___________________________________________________________________
 JU4370  X           -   1,306,483.994 (meters)                     COMP
 JU4370  Y           -  -4,757,300.535 (meters)                     COMP
 JU4370  Z           -   4,028,925.925 (meters)                     COMP
 JU4370  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 JU4370  ELLIP HEIGHT-         -14.21  (meters)          (10/23/02) GPS OBS
 JU4370  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JU4370
 JU4370  HORZ ORDER  -  FIRST
 JU4370  ELLP ORDER  -  FOURTH    CLASS I
 JU4370
 JU4370.The horizontal coordinates were established by GPS observations
 JU4370.and adjusted by the National Geodetic Survey in May 1999..
 JU4370
 JU4370.The orthometric height was determined by GPS observations and a
 JU4370.high-resolution geoid model.
 JU4370
 JU4370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4370
 JU4370.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4370
 JU4370.The ellipsoidal height was determined by GPS observations
 JU4370.and is referenced to NAD 83.
 JU4370
 JU4370.The geoid height was determined by GEOID03.
 JU4370
 JU4370;                    North         East     Units Scale Factor Converg.
 JU4370;SPC NJ       -    65,766.659   137,635.687   MT  0.99990188   -0 05 28.3
 JU4370;SPC NJ       -   215,769.45    451,559.75   sFT  0.99990188   -0 05 28.3
 JU4370;UTM  18      - 4,364,079.346   530,674.679   MT  0.99961158   +0 13 34.8
 JU4370
 JU4370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4370!SPC NJ       -   1.00000223  x   0.99990188  =   0.99990411
 JU4370!UTM  18      -   1.00000223  x   0.99961158  =   0.99961381
 JU4370
 JU4370                          SUPERSEDED SURVEY CONTROL
 JU4370
 JU4370  ELLIP H (05/14/99)  -14.18   (m)                       GP(       ) 4 1
 JU4370  NAD 83(1992)-  39 25 32.51248(N)    074 38 36.99651(W) AD(       ) 1
 JU4370
 JU4370.Superseded values are not recommended for survey control.
 JU4370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4370.See file dsdata.txt to determine how the superseded data were derived.
 JU4370
 JU4370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3067564079(NAD 83)
 JU4370_MARKER: DD = SURVEY DISK
 JU4370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4370_SP_SET: CONCRETE POST
 JU4370_STAMPING: LINE 1993
 JU4370_MARK LOGO: HAMTWP
 JU4370_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 JU4370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4370+STABILITY: SURFACE MOTION
 JU4370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4370+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JU4370
 JU4370  HISTORY     - Date     Condition        Report By
 JU4370  HISTORY     - 1993     MONUMENTED       HAMTWP
 JU4370  HISTORY     - 20041003 GOOD             GEOCAC
 JU4370
 JU4370                          STATION DESCRIPTION
 JU4370
 JU4370'DESCRIBED BY HAMILTON TOWNSHIP NEW JERSEY 1993
 JU4370'IN HAMILTON TOWNSHIP.  TO REACH FROM THE SOUTH JUNCTION OF U.S. ROUTE
 JU4370'40 AND STATE ROUTE 50 AT MAYS LANDING, GO EAST ON ROUTE 40 (AND ROUTE
 JU4370'50) FOR 0.7 KM (0.4 MI) TO COUNTY ROUTE 559, GO EAST AND SOUTHEAST ON
 JU4370'ROUTE 559 FOR 3.8 KM (2.4 MI) TO ALTERNATE ROUTE 559, THEN SOUTHEAST
 JU4370'ON ALTERNATE 559 FOR 4.6 KM (2.9 MI) TO PINE AVENUE, GO NORTH ON PINE
 JU4370'AVENUE FOR 2.9 KM (1.8 MI) TO A POWERLINE CROSSING THE ROAD AND THE
 JU4370'STATION ON THE RIGHT.
 JU4370'THE STATION IS RECESSED ABOUT 5 CM AND IS LOCATED 1.5 M (4.9 FT)
 JU4370'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 23.25 M (76.28 FT) SOUTHEAST
 JU4370'OF A NAIL IN POLE BT 1948 P20976, AND 1.5 M (4.9 FT) NORTH OF THE
 JU4370'CENTERLINE OF THE LINE OF TOWERS ON THE POWERLINE.
 JU4370
 JU4370                          STATION RECOVERY (2004)
 JU4370
 JU4370'RECOVERY NOTE BY GEOCACHING 2004 (STC)
 JU4370'DESCRIPTION FROM 1993 NEEDS MINOR CORRECTION.  DISTANCE FROM STATION
 JU4370'TO CENTER OF ROAD IS APPROX 14.4 FEET.
 JU4370'STATION IS LOCATED APPROX 4.6 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
 JU4370'THE ROAD PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0152 ***********************************************************************
 JU0152  DESIGNATION -  LINE 12 USE
 JU0152  PID         -  JU0152
 JU0152  STATE/COUNTY-  NJ/OCEAN
 JU0152  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0152
 JU0152                         *CURRENT SURVEY CONTROL
 JU0152  ___________________________________________________________________
 JU0152* NAD 83(1986)-  39 40 38.     (N)    074 09 05.     (W)     SCALED    
 JU0152* NAVD 88     -         4.734  (meters)      15.53   (feet)  ADJUSTED  
 JU0152  ___________________________________________________________________
 JU0152  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JU0152  DYNAMIC HT  -           4.731 (meters)      15.52  (feet)  COMP
 JU0152  MODELED GRAV-     980,154.3   (mgal)                       NAVD 88
 JU0152
 JU0152  VERT ORDER  -  SECOND    CLASS 0
 JU0152
 JU0152.The horizontal coordinates were scaled from a topographic map and have
 JU0152.an estimated accuracy of +/- 6 seconds.
 JU0152
 JU0152.The orthometric height was determined by differential leveling
 JU0152.and adjusted by the National Geodetic Survey in June 1991..
 JU0152
 JU0152.The geoid height was determined by GEOID03.
 JU0152
 JU0152.The dynamic height is computed by dividing the NAVD 88
 JU0152.geopotential number by the normal gravity value computed on the
 JU0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0152.degrees latitude (g = 980.6199 gals.).
 JU0152
 JU0152.The modeled gravity was interpolated from observed gravity values.
 JU0152
 JU0152;                    North         East    Units  Estimated Accuracy
 JU0152;SPC NJ       -    93,740.      179,910.      MT  (+/- 180 meters Scaled)
 JU0152
 JU0152                          SUPERSEDED SURVEY CONTROL
 JU0152
 JU0152  NGVD 29 (??/??/??)    5.114  (m)           16.78   (f) ADJUSTED    2 0
 JU0152
 JU0152.Superseded values are not recommended for survey control.
 JU0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0152.See file dsdata.txt to determine how the superseded data were derived.
 JU0152
 JU0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ727922(NAD 83)
 JU0152_MARKER: P = PIPE CAP
 JU0152_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU0152_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JU0152_STAMPING: LINE 12 ESED
 JU0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0152
 JU0152  HISTORY     - Date     Condition        Report By
 JU0152  HISTORY     - UNK      MONUMENTED       DOD
 JU0152  HISTORY     - 1961     GOOD             CGS
 JU0152  HISTORY     - 1964     MARK NOT FOUND   CGS
 JU0152  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU0152
 JU0152                          STATION DESCRIPTION
 JU0152
 JU0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0152'1.2 MI N FROM SURF CITY.
 JU0152'1.2 MILE NORTH ON LONG BEACH BOULEVARD FROM THE STANDPIPE AT SURF
 JU0152'CITY, AT ROAD TO HOUSE 53 A, 84 FEET SOUTH OF THE SOUTHEAST
 JU0152'CORNER OF A LARGE WHITE FRAME HOUSE, 70.5 FEET SOUTHEAST OF THE
 JU0152'NORTHEAST CORNER OF HOUSE 53 A AND 60 FEET WEST OF THE HIGH WATER
 JU0152'LINE OF THE OCEAN ON THE HIGHEST LINE OF THE SAND DUNES.  A
 JU0152'GALVANIZED IRON PIPE WITH SCREWED ON CAP BURIED IN SAND.
 JU0152
 JU0152                          STATION RECOVERY (1964)
 JU0152
 JU0152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0152'MARK NOT FOUND.
 JU0152
 JU0152                          STATION RECOVERY (2001)
 JU0152
 JU0152'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0152'THE STATION WAS NOT RECOVERED AT THIS TIME. THE TIES ARE INCONCLUSIVE.
 JU0152' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0364 ***********************************************************************
 JU0364  DESIGNATION -  LINE RM 1
 JU0364  PID         -  JU0364
 JU0364  STATE/COUNTY-  NJ/CAPE MAY
 JU0364  USGS QUAD   -  OCEAN CITY (1994)
 JU0364
 JU0364                         *CURRENT SURVEY CONTROL
 JU0364  ___________________________________________________________________
 JU0364* NAD 83(1986)-  39 17 50.     (N)    074 35 21.     (W)     SCALED    
 JU0364* NAVD 88     -         1.781  (meters)       5.84   (feet)  ADJUSTED  
 JU0364  ___________________________________________________________________
 JU0364  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 JU0364  DYNAMIC HT  -           1.780 (meters)       5.84  (feet)  COMP
 JU0364  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 JU0364
 JU0364  VERT ORDER  -  FIRST     CLASS II
 JU0364
 JU0364.The horizontal coordinates were scaled from a topographic map and have
 JU0364.an estimated accuracy of +/- 6 seconds.
 JU0364
 JU0364.The orthometric height was determined by differential leveling
 JU0364.and adjusted by the National Geodetic Survey in March 2005..
 JU0364
 JU0364.The geoid height was determined by GEOID03.
 JU0364
 JU0364.The dynamic height is computed by dividing the NAVD 88
 JU0364.geopotential number by the normal gravity value computed on the
 JU0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0364.degrees latitude (g = 980.6199 gals.).
 JU0364
 JU0364.The modeled gravity was interpolated from observed gravity values.
 JU0364
 JU0364;                    North         East    Units  Estimated Accuracy
 JU0364;SPC NJ       -    51,500.      142,310.      MT  (+/- 180 meters Scaled)
 JU0364
 JU0364                          SUPERSEDED SURVEY CONTROL
 JU0364
 JU0364  NAVD 88 (06/15/91)    1.800  (m)            5.91   (f) UNKNOWN     1 1
 JU0364  NGVD 29 (04/16/92)    2.196  (m)            7.20   (f) ADJUSTED    1 1
 JU0364
 JU0364.Superseded values are not recommended for survey control.
 JU0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0364.See file dsdata.txt to determine how the superseded data were derived.
 JU0364
 JU0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ354498(NAD 83)
 JU0364_MARKER: DR = REFERENCE MARK DISK
 JU0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0364_STAMPING: LINE 1 1935
 JU0364_MARK LOGO: CGS   
 JU0364_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0364+STABILITY: SURFACE MOTION
 JU0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0364+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2000
 JU0364
 JU0364  HISTORY     - Date     Condition        Report By
 JU0364  HISTORY     - 1935     MONUMENTED       CGS
 JU0364  HISTORY     - 1964     GOOD             CGS
 JU0364  HISTORY     - 1979     GOOD             NGS
 JU0364  HISTORY     - 20000823 GOOD             NJGS
 JU0364
 JU0364                          STATION DESCRIPTION
 JU0364
 JU0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0364'1.4 MI NW FROM OCEAN CITY.
 JU0364'1.45 MILES NORTHWEST ALONG STATE HIGHWAY 52 (9TH STREET IN OCEAN
 JU0364'CITY) FROM THE CITY HALL IN OCEAN CITY, 0.2 MILE NORTHWEST OF
 JU0364'THE NORTHWEST END OF BRIDGE OVER RAINBOW CHANNEL, 40.0 FEET
 JU0364'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 165 FEET SOUTHEAST OF
 JU0364'LINE RM 2 DESCRIBED, 73.8 FEET SOUTHEAST OF LINE STA. DESCRIBED,
 JU0364'17.5 FEET NORTH OF POWER POLE NO. 8173 AND ABOUT LEVEL WITH THE
 JU0364'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH
 JU0364'THE GROUND.
 JU0364
 JU0364                          STATION RECOVERY (1979)
 JU0364
 JU0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0364'RECOVERED IN GOOD CONDITION.
 JU0364
 JU0364                          STATION RECOVERY (2000)
 JU0364
 JU0364'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU0364'THE STATION IS LOCATED NORTHWEST OF OCEAN CITY ON STATE HIGHWAY 52. TO
 JU0364'REACH THE STATION GO 1.45 MILES (2.33 KM) NORTHWEST FROM THE OCEAN
 JU0364'CITY MUNICIPAL BUILDING TO THE STATION ON THE RIGHT.  0.55 MILES (0.89
 JU0364'KM) SOUTHEAST FROM THE SOUTHEAST END THE BRIDGE 0VER SHIP CHANNEL, O.2
 JU0364'MILES NORTHWEST FROM THE NORTHWEST END OF THE BRIDGE OVER RAINBOW
 JU0364'CHANNEL.  THE STATION IS 12.2 M (40.0 FT) NORTHEAST FROM THE CENTER
 JU0364'LINE OF THE HIGHWAY, 50.3 M (165.0 FT) SOUTHEAST FROM LINE RM 2, 22.5
 JU0364'M (73.8 FT) SOUTHEAST FROM STATION LINE, 5.3 M (17.4 FT) NORTH FROM A
 JU0364'WOOD UTILITY POLE NO.  8173.  SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0362 ***********************************************************************
 JU0362  DESIGNATION -  LINE RM 2
 JU0362  PID         -  JU0362
 JU0362  STATE/COUNTY-  NJ/CAPE MAY
 JU0362  USGS QUAD   -  OCEAN CITY (1994)
 JU0362
 JU0362                         *CURRENT SURVEY CONTROL
 JU0362  ___________________________________________________________________
 JU0362* NAD 83(1986)-  39 17 50.     (N)    074 35 21.     (W)     SCALED    
 JU0362* NAVD 88     -         1.951  (meters)       6.40   (feet)  ADJUSTED  
 JU0362  ___________________________________________________________________
 JU0362  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 JU0362  DYNAMIC HT  -           1.950 (meters)       6.40  (feet)  COMP
 JU0362  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 JU0362
 JU0362  VERT ORDER  -  FIRST     CLASS II
 JU0362
 JU0362.The horizontal coordinates were scaled from a topographic map and have
 JU0362.an estimated accuracy of +/- 6 seconds.
 JU0362
 JU0362.The orthometric height was determined by differential leveling
 JU0362.and adjusted by the National Geodetic Survey in March 2005..
 JU0362
 JU0362.The geoid height was determined by GEOID03.
 JU0362
 JU0362.The dynamic height is computed by dividing the NAVD 88
 JU0362.geopotential number by the normal gravity value computed on the
 JU0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0362.degrees latitude (g = 980.6199 gals.).
 JU0362
 JU0362.The modeled gravity was interpolated from observed gravity values.
 JU0362
 JU0362;                    North         East    Units  Estimated Accuracy
 JU0362;SPC NJ       -    51,500.      142,310.      MT  (+/- 180 meters Scaled)
 JU0362
 JU0362                          SUPERSEDED SURVEY CONTROL
 JU0362
 JU0362  NAVD 88 (06/15/91)    1.973  (m)            6.47   (f) UNKNOWN     1 1
 JU0362  NGVD 29 (04/16/92)    2.368  (m)            7.77   (f) ADJUSTED    1 1
 JU0362
 JU0362.Superseded values are not recommended for survey control.
 JU0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0362.See file dsdata.txt to determine how the superseded data were derived.
 JU0362
 JU0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ354498(NAD 83)
 JU0362_MARKER: DR = REFERENCE MARK DISK
 JU0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0362_STAMPING: LINE RM 2
 JU0362_MARK LOGO: CGS   
 JU0362_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0362+STABILITY: SURFACE MOTION
 JU0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0362+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2000
 JU0362
 JU0362  HISTORY     - Date     Condition        Report By
 JU0362  HISTORY     - 1935     MONUMENTED       CGS
 JU0362  HISTORY     - 1964     GOOD             CGS
 JU0362  HISTORY     - 1979     GOOD             NGS
 JU0362  HISTORY     - 20000826 GOOD             NJGS
 JU0362
 JU0362                          STATION DESCRIPTION
 JU0362
 JU0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0362'1.4 MI NW FROM OCEAN CITY.
 JU0362'1.45 MILES NORTHWEST ALONG STATE HIGHWAY 52 (9TH STREET IN OCEAN
 JU0362'CITY) FROM THE CITY HALL IN OCEAN CITY, 0.55 MILE SOUTHEAST OF
 JU0362'THE SOUTHEAST END OF BRIDGE OVER SHIP CHANNEL, 0.2 MILE NORTHWEST
 JU0362'OF THE NORTHWEST END OF BRIDGE OVER RAINBOW CHANNEL, 39.6 FEET
 JU0362'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 26 FEET SOUTHEAST
 JU0362'OF POWER POLE 8174, 91 FEET NORTHWEST OF LINE STA. DESCRIBED,
 JU0362'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JU0362'THAT IS FLUSH WITH THE GROUND.  NOTE-- THIS BENCH MARK CAN ALSO
 JU0362'BE REACHED  BY GOING 0.35 MILE SOUTHWEST ALONG SHORE ROAD FROM
 JU0362'THE CITY HALL AT SOMERS POINT, THENCE 0.95 MILE SOUTHEAST ALONG
 JU0362'STATE HIGHWAY 52.
 JU0362
 JU0362                          STATION RECOVERY (1979)
 JU0362
 JU0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0362'RECOVERED IN GOOD CONDITION.
 JU0362
 JU0362                          STATION RECOVERY (2000)
 JU0362
 JU0362'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU0362'THE STATION IS LOCATED NORTHWEST 0F OCEAN CITY ON STATE HIGHWAY 52. TO
 JU0362'REACH THE STATION GO 1.45 MILES (2.33 KM) NORTHWEST FROM THE OCEAN
 JU0362'CITY MUNICIPAL BUILDING TO THE STATION ON THE RIGHT.  0.55 MILES (0.89
 JU0362'KM) SOUTHEAST FROM THE SOUTHEAST END OF THE BRIDGE OVER SHIP CHANNEL,
 JU0362'0.2 MILES (0.3 KM) NORTHWEST FROM THE NORTHWEST END OF THE BRIDGE OVER
 JU0362'RAINBOW CHANNEL.  12.07 M (39.60 FT) NORTHEAST FROM THE CENTERLINE OF
 JU0362'THE HIGHWAY 7.92, M (25.98 FT) SOUTHEAST FROM WOOD UTILITY POLE NO.
 JU0362'8174, 27.74 M (91.01 FT) NORTHWEST FROM STATION LINE.  SET FLUSH WITH
 JU0362'THE GROUND.  THE STATION CAN ALSO BE REACHED BY GOING 0.35 MILES (0.56
 JU0362'KM) SOUTHWEST FROM CITY HALL ALONG SHORE ROAD FROM SOMERS POINT,
 JU0362'THENCE 0.95 MILES (1.53 KM) SOUTHEAST ALONG STATE HIGHWAY 52 TO THE
 JU0362'STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5598 ***********************************************************************
 KV5598  DESIGNATION -  LING 34 USE 1935
 KV5598  PID         -  KV5598
 KV5598  STATE/COUNTY-  NJ/BURLINGTON
 KV5598  USGS QUAD   -  BRISTOL (1981)
 KV5598
 KV5598                         *CURRENT SURVEY CONTROL
 KV5598  ___________________________________________________________________
 KV5598* NAD 83(1996)-  40 05 37.82446(N)    074 51 01.20708(W)     ADJUSTED  
 KV5598* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 KV5598  ___________________________________________________________________
 KV5598  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 KV5598  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV5598
 KV5598  HORZ ORDER  -  THIRD
 KV5598
 KV5598.The horizontal coordinates were established by classical geodetic methods
 KV5598.and adjusted by the National Geodetic Survey in September 1999..
 KV5598
 KV5598.The orthometric height was scaled from a topographic map.
 KV5598
 KV5598.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5598
 KV5598.The geoid height was determined by GEOID03.
 KV5598
 KV5598;                    North         East     Units Scale Factor Converg.
 KV5598;SPC NJ       -   139,991.774   120,127.465   MT  0.99991098   -0 13 32.3
 KV5598;SPC NJ       -   459,289.68    394,118.19   sFT  0.99991098   -0 13 32.3
 KV5598;SPC PA S     -    88,501.660   847,224.592   MT  0.99997878   +1 52 52.6
 KV5598;SPC PA S     -   290,359.20  2,779,602.68   sFT  0.99997878   +1 52 52.6
 KV5598;UTM  18      - 4,438,183.371   512,757.831   MT  0.99960200   +0 05 47.0
 KV5598
 KV5598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5598!SPC NJ       -   1.00000442  x   0.99991098  =   0.99991540
 KV5598!SPC PA S     -   1.00000442  x   0.99997878  =   0.99998320
 KV5598!UTM  18      -   1.00000442  x   0.99960200  =   0.99960642
 KV5598
 KV5598:                Primary Azimuth Mark                     Grid Az
 KV5598:SPC NJ       -  BRISTOL RANGE REAR LIGHT                 249 55 57.9
 KV5598:SPC PA S     -  BRISTOL RANGE REAR LIGHT                 247 49 33.0
 KV5598:UTM  18      -  BRISTOL RANGE REAR LIGHT                 249 36 38.6
 KV5598
 KV5598|---------------------------------------------------------------------|
 KV5598| PID    Reference Object                     Distance      Geod. Az  |
 KV5598|                                                           dddmmss.s |
 KV5598| KV5624 BRISTOL RANGE REAR LIGHT            APPROX. 1.0 KM 2494225.6 |
 KV5598| KV5611 LEHEIGH RANGE UPPER LIGHT           348.049 METERS 30328     |
 KV5598| KV5606 BRISTOL ME CHURCH SPIRE             APPROX. 0.5 KM 3072409.9 |
 KV5598| KV5592 BRISTOL 2                           312.159 METERS 32444     |
 KV5598|---------------------------------------------------------------------|
 KV5598
 KV5598                          SUPERSEDED SURVEY CONTROL
 KV5598
 KV5598  NAD 83(1986)-  40 05 37.82426(N)    074 51 01.20756(W) AD(       ) 3
 KV5598  NAD 27      -  40 05 37.42500(N)    074 51 02.61200(W) AD(       ) 3
 KV5598
 KV5598.Superseded values are not recommended for survey control.
 KV5598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5598.See file dsdata.txt to determine how the superseded data were derived.
 KV5598
 KV5598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1275838183(NAD 83)
 KV5598_MARKER: I = METAL ROD
 KV5598_SETTING: 0 = UNSPECIFIED SETTING
 KV5598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5598
 KV5598  HISTORY     - Date     Condition        Report By
 KV5598  HISTORY     - 1935     MONUMENTED       USE
 KV5598  HISTORY     - 1947     MARK NOT FOUND   CGS
 KV5598
 KV5598                          STATION DESCRIPTION
 KV5598
 KV5598'DESCRIBED BY US ENGINEERS 1935 (EBR)
 KV5598'THIS STATION IS ON THE NW SHORE OF BURLINGTON ISLAND ABOUT 35
 KV5598'FEET NE OF RANGE ALONG N SIDE BPOE BUILDING, BRISTOL,
 KV5598'PENNSYLVANIA, 31.50 FEET W OF W CORNER BATHHOUSE, 9.55 FEET SE
 KV5598'(INSHORE) OF TIMBER BULKHEAD, HIGH WATER LINE, 46.81 FEET SW OF
 KV5598'1-NAIL BLAZE IN LARGE TREE, 67.19 FEET NE OF A 3-NAIL BLAZE IN
 KV5598'CHERRY TREE, 47.52 FEET NW OF 2-NAIL BLAZE IN MAPLE TREE.  A
 KV5598'6-FOOT LENGTH OF 12-INCH GALVANIZED PIPE SET IN GROUND WITH
 KV5598'UPPER END AT GROUND LEVEL.
 KV5598'
 KV5598'SUPPLEMENTAL SCHEME STATION.
 KV5598'
 KV5598'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV5598
 KV5598                          STATION RECOVERY (1947)
 KV5598
 KV5598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5598'STATION NOT RECOVERED AFTER A ONE HOUR SEARCH.  THE BULKHEAD IS
 KV5598'IN RUINS, THE BANK HAS ERODED, AND THERE ARE NUMEROUS OTHER
 KV5598'CHANGES IN THE AREA.  IT IS BELIEVED THAT THE STATION HAS BEEN
 KV5598'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5077 ***********************************************************************
 KV5077  DESIGNATION -  LIPP
 KV5077  PID         -  KV5077
 KV5077  STATE/COUNTY-  NJ/MONMOUTH
 KV5077  USGS QUAD   -  MARLBORO (1981)
 KV5077
 KV5077                         *CURRENT SURVEY CONTROL
 KV5077  ___________________________________________________________________
 KV5077* NAD 83(1996)-  40 15 20.16155(N)    074 07 36.02225(W)     ADJUSTED  
 KV5077* NAVD 88     -        73.17   (+/-2cm)     240.1    (feet)  VERTCON   
 KV5077  ___________________________________________________________________
 KV5077  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 KV5077  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KV5077
 KV5077  HORZ ORDER  -  FIRST
 KV5077  VERT ORDER  -  THIRD ? (See Below)
 KV5077
 KV5077.The horizontal coordinates were established by classical geodetic methods
 KV5077.and adjusted by the National Geodetic Survey in September 1999..
 KV5077
 KV5077.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5077.The vertical order pertains to the NGVD 29 superseded value.
 KV5077
 KV5077.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5077
 KV5077.The geoid height was determined by GEOID03.
 KV5077
 KV5077;                    North         East     Units Scale Factor Converg.
 KV5077;SPC NJ       -   157,959.556   181,757.524   MT  0.99991241   +0 14 28.5
 KV5077;SPC NJ       -   518,238.98    596,316.14   sFT  0.99991241   +0 14 28.5
 KV5077;UTM  18      - 4,456,492.770   574,268.729   MT  0.99966790   +0 33 51.7
 KV5077
 KV5077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5077!SPC NJ       -   0.99999362  x   0.99991241  =   0.99990604
 KV5077!UTM  18      -   0.99999362  x   0.99966790  =   0.99966153
 KV5077
 KV5077|---------------------------------------------------------------------|
 KV5077| PID    Reference Object                     Distance      Geod. Az  |
 KV5077|                                                           dddmmss.s |
 KV5077| CB5267 LIPP RM 1                            10.717 METERS 01948     |
 KV5077| KV5083 US ARMY THEOD NR LIPP 1944           11.616 METERS 23825     |
 KV5077| CB5268 LIPP RM 2                            11.749 METERS 25737     |
 KV5077| KV5085 THROCKMORTON LOOKOUT TOWER          APPROX. 4.5 KM 2634018.4 |
 KV5077| KV5082 PBM H 14 33 USE 1944                 19.510 METERS 28549     |
 KV5077|---------------------------------------------------------------------|
 KV5077
 KV5077                          SUPERSEDED SURVEY CONTROL
 KV5077
 KV5077  NAD 83(1986)-  40 15 20.16169(N)    074 07 36.01669(W) AD(       ) 1
 KV5077  NAD 27      -  40 15 19.76000(N)    074 07 37.50800(W) AD(       ) 1
 KV5077  NGVD 29 (07/19/86)   73.52   (m)          241.2    (f) LEVELING    3  
 KV5077
 KV5077.Superseded values are not recommended for survey control.
 KV5077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5077.See file dsdata.txt to determine how the superseded data were derived.
 KV5077
 KV5077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7426956493(NAD 83)
 KV5077_MARKER: DS = TRIANGULATION STATION DISK
 KV5077_SETTING: 0 = UNSPECIFIED SETTING
 KV5077
 KV5077  HISTORY     - Date     Condition        Report By
 KV5077  HISTORY     - 1944     MONUMENTED       CGS
 KV5077  HISTORY     - 1947     GOOD             CGS
 KV5077
 KV5077                          STATION DESCRIPTION
 KV5077
 KV5077'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (LGS)
 KV5077'STATION IS LOCATED ON A SANDY PINE-AND-BRUSH-COVERED HILL ABOUT
 KV5077'4.75 MILES SE OF FARMINGDALE, ON THE U.S. NAVY AMMUNITION DEPOT
 KV5077'EARLE.  IT IS ABOUT 40 FEET E OF THE SUMMIT OF THE HILL, 14
 KV5077'FEET E OF A SMALL SHACK WITH CUPOLA ON TOP.  MARK IS STAMPED
 KV5077'LIPP 1944 AND PROJECTS ABOUT 2 INCHES.
 KV5077'
 KV5077'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET
 KV5077'IN CONCRETE.
 KV5077'
 KV5077'REFERENCE MARK 1 IS 35.16 FEET NW OF THE STATION AND 26 FEET
 KV5077'NE OF THE NW CORNER OF THE SMALL SHACK.  IT IS STAMPED LIPP NO
 KV5077'1 1944 AND PROJECTS ABOUT 3 INCHES.
 KV5077'
 KV5077'REFERENCE MARK 2 IS 38.55 FEET SW OF THE STATION AND 25 FEET
 KV5077'S OF THE SE CORNER OF THE SMALL SHACK.  IT IS STAMPED LIPP NO 2
 KV5077'1944 AND PROJECTS ABOUT 2 INCHES.
 KV5077'
 KV5077'AN AZIMUTH MARK WAS NOT ESTABLISHED AS A SUITABLE LOCATION
 KV5077'COULD NOT BE FOUND.  THE THROCKMORTON LOOKOUT TOWER CAN BE USED
 KV5077'AS AN AZIMUTH MARK.
 KV5077'
 KV5077'A TRAVERSE CONNECTION WAS MADE TO THE U.S. ARMY (CORPS OF
 KV5077'ENGINEERS) MARK.  THIS MARK IS KNOWN AS LIPPENCOTT.  IT IS 19.510
 KV5077'METERS (64.01 FEET) SW OF THE STATION, 35 FEET W OF THE SW
 KV5077'CORNER OF THE SMALL SHACK, AND 6 FEET W OF A POWER-TRANSMISSION
 KV5077'LINE POLE.  THE MARK IS A GRAVEL AND CONCRETE POST THAT IS 6 BY
 KV5077'6 INCHES SQUARE AND PROJECTS 2 INCHES.  THE N HALF OF THE
 KV5077'PROJECTING PART HAS BEEN CHIPPED AWAY.  THE DISK IS STAMPED PBM
 KV5077'H 14-33 WITH AN ELEVATION OF 244.1 FEET.
 KV5077'
 KV5077'A TRAVERSE CONNECTION WAS MADE TO THE U.S. ARMY PHOTO
 KV5077'THEODOLITE MOUNT.  IT IS 11.616 METERS (38.11 FEET) S OF THE
 KV5077'STATION.  THE MOUNT IS A 4-INCH IRON PIPE THAT IS 6 FEET HIGH
 KV5077'WITH AN IRON PLATE ON THE TOP.  THE POINT MEASURED AND OBSERVED
 KV5077'WAS THE CENTER OF THE IRON PLATE.
 KV5077'
 KV5077'TO REACH THE STATION FROM ASBURY AVENUE AND MAIN STREET IN
 KV5077'ASBURY PARK, GO W ON ASBURY AVENUE FOR 6.8 MILES OR 5.4 MILES
 KV5077'BEYOND THE CROSSING OF STATE HIGHWAY 35 TO THE E ENTRANCE TO
 KV5077'THE U.S. NAVY AMMUNITION DEPOT EARLE.  HERE PASS GUARD GATE AND
 KV5077'GO W FOR 0.2 MILE TO A SHARP T SANDY ROAD LEFT WHICH IS JUST
 KV5077'BEFORE REACHING A RAILROAD TRACK, HERE TURN LEFT AND FOLLOW SANDY
 KV5077'ROAD FOR 0.5 MILE TO THE SUMMIT OF THE HILL AND STATION.
 KV5077'
 KV5077'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 KV5077
 KV5077                          STATION RECOVERY (1947)
 KV5077
 KV5077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CRR)
 KV5077'THE STATION AND REFERENCE MARKS WERE RECOVERED AND
 KV5077'IN GOOD CONDITION.  THE DESCRIPTION BY L.G.S. IN 1944 WAS FOUND
 KV5077'TO BE COMPLETE AND ADEQUATE EXCEPT FOR THE TO REACH.
 KV5077'
 KV5077'TO REACH THE STATION FROM THE MAIN GATE OF THE NAVAL
 KV5077'RESERVATION ON STATE HIGHWAY 34, GO E THROUGH THE GATE ON
 KV5077'ESPERANCE ROAD FOR 1.9 MILES TO A SAND ROAD RIGHT, JUST AFTER
 KV5077'CROSSING A RAILROAD.  TURN RIGHT ON SAND ROAD AND FOLLOW TO THE
 KV5077'TOP OF THE HILL, ABOUT 0.5 MILE (TRUCK COULD NOT BE DRIVEN TO
 KV5077'THE TOP OF THE HILL BECAUSE OF THE SAND) AND THE STATION IN THE
 KV5077'EDGE OF THE BRUSH ON THE S SIDE OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3241 ***********************************************************************
 JU3241  DESIGNATION -  LIPPINCOTT 2
 JU3241  PID         -  JU3241
 JU3241  STATE/COUNTY-  NJ/GLOUCESTER
 JU3241  USGS QUAD   -  WOODSTOWN (1982)
 JU3241
 JU3241                         *CURRENT SURVEY CONTROL
 JU3241  ___________________________________________________________________
 JU3241* NAD 83(1996)-  39 43 20.56463(N)    075 18 48.63493(W)     ADJUSTED  
 JU3241* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 JU3241  ___________________________________________________________________
 JU3241  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 JU3241  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JU3241
 JU3241  HORZ ORDER  -  FIRST
 JU3241
 JU3241.The horizontal coordinates were established by classical geodetic methods
 JU3241.and adjusted by the National Geodetic Survey in September 1999..
 JU3241
 JU3241.The orthometric height was scaled from a topographic map.
 JU3241
 JU3241.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3241
 JU3241.The geoid height was determined by GEOID03.
 JU3241
 JU3241;                    North         East     Units Scale Factor Converg.
 JU3241;SPC NJ       -    99,009.118    80,257.298   MT  0.99995986   -0 31 11.7
 JU3241;SPC NJ       -   324,832.41    263,310.82   sFT  0.99995986   -0 31 11.7
 JU3241;UTM  18      - 4,396,991.729   473,130.821   MT  0.99960889   -0 12 01.3
 JU3241
 JU3241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3241!SPC NJ       -   0.99999851  x   0.99995986  =   0.99995837
 JU3241!UTM  18      -   0.99999851  x   0.99960889  =   0.99960740
 JU3241
 JU3241:                Primary Azimuth Mark                     Grid Az
 JU3241:SPC NJ       -  CLARKSBORO EAST GREENWICH TANK           041 45 25.4
 JU3241:UTM  18      -  CLARKSBORO EAST GREENWICH TANK           041 26 15.0
 JU3241
 JU3241|---------------------------------------------------------------------|
 JU3241| PID    Reference Object                     Distance      Geod. Az  |
 JU3241|                                                           dddmmss.s |
 JU3241| JU3085 CLARKSBORO EAST GREENWICH TANK      APPROX.11.5 KM 0411413.7 |
 JU3241| CB2185 LIPPINCOTT 2 RM 1                    53.642 METERS 05947     |
 JU3241| JU3233 MULLICA HILL HOLY NAME CHURCH       APPROX. 8.1 KM 0750437.9 |
 JU3241| JU3232 MULLICA HILL STANDPIPE              APPROX. 8.3 KM 0840541.3 |
 JU3241| CB2183 LIPPINCOTT 2 AZ MK 2 RESET                         1265223.3 |
 JU3241| CB2184 LIPPINCOTT 2 AZ MK RESET                           1301456.3 |
 JU3241| CB2182 LIPPINCOTT 2 AZ MK                                 1301604.5 |
 JU3241| JU3238 WOODSTOWN MUNICIPAL STANDPIPE       APPROX. 7.2 KM 1865830.8 |
 JU3241| CB2186 LIPPINCOTT 2 RM 2                    42.760 METERS 26018     |
 JU3241| JU3237 AUBURN ATT MICROWAVE TOWER          APPROX. 2.7 KM 2775630.3 |
 JU3241| JU3266 AIRWAY BEACON 66 B                  APPROX. 8.5 KM 2891834.3 |
 JU3241| JU3239 SWEDESBORO HIGH SCHOOL CUPOLA       APPROX. 2.2 KM 3535544.0 |
 JU3241|---------------------------------------------------------------------|
 JU3241
 JU3241                          SUPERSEDED SURVEY CONTROL
 JU3241
 JU3241  NAD 83(1991)-  39 43 20.56331(N)    075 18 48.63257(W) AD(       ) 1
 JU3241  NAD 83(1986)-  39 43 20.55884(N)    075 18 48.63756(W) AD(       ) 1
 JU3241  NAD 27      -  39 43 20.15500(N)    075 18 49.95900(W) AD(       ) 1
 JU3241
 JU3241.Superseded values are not recommended for survey control.
 JU3241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3241.See file dsdata.txt to determine how the superseded data were derived.
 JU3241
 JU3241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7313196992(NAD 83)
 JU3241_MARKER: T = CHISELED TRIANGLE
 JU3241_SETTING: 0 = UNSPECIFIED SETTING
 JU3241_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3241
 JU3241  HISTORY     - Date     Condition        Report By
 JU3241  HISTORY     - 1933     MONUMENTED       CGS
 JU3241  HISTORY     - 1946     GOOD             CGS
 JU3241  HISTORY     - 1958     GOOD             CGS
 JU3241  HISTORY     - 1965     GOOD             CGS
 JU3241  HISTORY     - 1984     GOOD             PADT
 JU3241
 JU3241                          STATION DESCRIPTION
 JU3241
 JU3241'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3241'STATION RECOVERED AS FOLLOWS--THIS STATION IS IN A CULTIVATED
 JU3241'FIELD, ON TOP OF A HILL ABOUT 1-1/2 MILES S OF SWEDESBORO, ON
 JU3241'LAND OWNED AND OCCUPIED BY THOMAS COOGAN.  IT IS MARKED BY A
 JU3241'6-INCH BY 6-INCH GRANITE POST SET IN THE GROUND SO IT PROJECTS
 JU3241'4 INCHES.  IT IS MARKED U.S. ON ALL FOUR SIDES AND HAS A
 JU3241'TRIANGULATION CUT IN THE TOP.  THE MARK IS 176 FEET WSW
 JU3241'OF THE E EDGE OF THE FIELD JUST BEHIND THE ORCHARD.  39.5 FEET
 JU3241'S OF THE N EDGE OF THE FIELD.  126 FEET WSW OF A TWO-FORKED
 JU3241'MULBERRY TREE.  AND 180 FEET ENE OF THE W EDGE OF THE FIELD.
 JU3241'
 JU3241'NONE OF THE OLD REFERENCE MARKS WERE RECOVERED.  TWO NEW
 JU3241'REFERENCE MARKS AND AN AZIMUTH MARK,
 JU3241'WERE ESTABLISHED AS FOLLOWS--
 JU3241'
 JU3241'REFERENCE MARK NO.1 IS ENE OF THE STATION.  50 FEET E OF THE
 JU3241'MULBERRY TREE.  1 FOOT W OF THE FENCE BETWEEN THE ORCHARD
 JU3241'AND THE FIELD.  AND 15 FEET S OF THE N EDGE OF THE FIELD.  IT
 JU3241'PROJECTS 6 INCHES.
 JU3241'
 JU3241'REFERENCE MARK NO.2 IS W OF THE STATION.  SET IN THE HEDGEROW
 JU3241'ALONG THE N EDGE OF THE FIELD.  10 FEET E OF A SMALL WILD CHERRY
 JU3241'TREE.  4 FEET SW OF THE WESTERLY OF TWO SMALL CEDARS.  AND 70
 JU3241'FEET E OF THE W EDGE OF THE FIELD.  THE MARK PROJECTS 8 INCHES.
 JU3241'
 JU3241'THE AZIMUTH MARK IS SE OF THE STATION.  AT THE ROAD (E) END
 JU3241'OF THE SECOND FENCE TO THE S OF THE STATION.  20 FEET W OF
 JU3241'THE CENTER LINE OF THE ROAD.  AND 33 FEET S OF TELEPHONE POLE
 JU3241'464-29.  THE MARK PROJECTS 6 INCHES.
 JU3241'
 JU3241'TO REACH THE STATION--GO N FROM WOODSTOWN 5.5 MILES ON THE
 JU3241'SWEDESBORO-WOODSTOWN ROAD (WHICH FOLLOWS ALONG THE E SIDE OF
 JU3241'THE SALEM BRANCH OF THE PENNSYLVANIA RAILROAD) TO A GRAVEL ROAD
 JU3241'LEADING SE.  TURN BACK SHARPLY TO THE RIGHT ON THIS ROAD AND
 JU3241'GO 0.45 MILE TO A SMALL HOUSE IN AN ORCHARD ON THE RIGHT HAND
 JU3241'SIDE OF THE ROAD.  THE STATION IS ON THE HILL BEHIND THE
 JU3241'ORCHARD.  THE GRAVEL ROAD LEADING PAST THE STATION IS KNOWN AS
 JU3241'THE (SWEDESBORO-WOODSTOWN)--HARRISONVILLE ROAD.  TO REACH IT
 JU3241'FOLLOW THE SWEDESBORO-WOODSTOWN ROAD ABOUT 1.0 MILE FROM THE
 JU3241'CENTER OF TOWN.
 JU3241'
 JU3241'COMPUTATIONS SHOWED THAT THE MARK RECOVERED WAS NOT IN POSITION
 JU3241'OF OLD STATION, AND THE 1933 OCCUPATION THEREOF WAS USED TO
 JU3241'DETERMINE A NEW STATION, LIPPINCOTT 2.
 JU3241
 JU3241                          STATION RECOVERY (1946)
 JU3241
 JU3241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3241'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.  MAKE
 JU3241'FOLLOWING CHANGES.
 JU3241'
 JU3241'AZIMUTH MARK WAS RESET.  EXCAVATED BY ROAD GRADER AND
 JU3241'MONUMENT RESET IN APPROXIMATELY ITS ORIGINAL POSITION.  SIX D AND
 JU3241'R OBSERVATIONS WITH 7 IN REPEATER FROM SWEDESBORO HIGH SCHOOL
 JU3241'CUPOLA 1933 TO RESET AZIMUTH MARK SHOWS A CHANGE IN AZIMUTH OF
 JU3241'1 DEG - 08 MIN.
 JU3241'
 JU3241'AZIMUTH MARK DESCRIPTION CHANGE 20 FT. TO 19.0 FT. W. OF L
 JU3241'OF ROAD.  AND 33.0 FT TO 40.5 FT. NNW OF TELEPHONE POLE 464-18
 JU3241'INSTEAD OF S. OF TELEPHONE POLE 464-29.
 JU3241'
 JU3241'CHANGE DISTANCE TO R.M. NO. 2 NW FROM 140.35 FT. TO 139.35 FT.
 JU3241
 JU3241                          STATION RECOVERY (1958)
 JU3241
 JU3241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 JU3241'THE STATION MARK, REFERENCE MARKS NUMBER 1 AND NUMBER 2 WERE
 JU3241'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  A DIFFERENCE
 JU3241'BETWEEN THE OLD AND NEW MEASUREMENT TO REFERENCE MARK NUMBER 2
 JU3241'WAS NOTED.  THIS MEASUREMENT WAS DOUBLE CHECKED IN THE FIELD
 JU3241'AND IS BELIEVED TO BE CORRECT.  THE OLD AZIMUTH MARK WAS
 JU3241'DESTROYED AND A NEW MARK WAS ESTABLISHED AT THIS DATE.  THE
 JU3241'PREVIOUS DESCRIPTION IS ADEQUATE FOR RECOVERY.
 JU3241'
 JU3241'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HILL IN A
 JU3241'CULTIVATED FIELD, ABOUT 5 MILES NORTH OF WOODSTOWN, ABOUT 1.5
 JU3241'MILES SOUTH OF SWEDESBORO AND 0.5 MILE EAST OF THE NEW JERSEY
 JU3241'TURNPIKE, AND IS ON PROPERTY NOW OWNED BY MR. AND MRS. TOM
 JU3241'COOGAN.  THE STATION IS 180 FEET EAST-NORTHEAST OF THE WEST END
 JU3241'OF THE FIELD, 176 FEET WEST-SOUTHWEST OF THE EAST EDGE OF THE
 JU3241'FIELD, 126 FEET WEST-SOUTHWEST OF A TWO-FORKED MULBERRY TREE
 JU3241'AND 39 FEET SOUTH OF THE EAST END OF THE FIELD.
 JU3241'
 JU3241'TO REACH THE STATION FROM THE POST OFFICE IN WOODSTOWN.  GO WEST
 JU3241'ON EAST AVENUE FOR 0.15 MILE TO THE JUNCTION OF U.S. HIGHWAY 40
 JU3241'AND STATE HIGHWAY 45.  TURN RIGHT AND GO NORTH-NORTHWEST ON
 JU3241'STATE HIGHWAY 45 FOR 1.0 MILE TO A FORK.  TAKE THE LEFT FORK,
 JU3241'A PAVED ROAD WHICH RUNS PARALLEL WITH THE PENNSYLVANIA RAILROAD,
 JU3241'AND GO NORTH FOR 4.5 MILES TO THE UNDERPASS OF THE NEW JERSEY
 JU3241'TURNPIKE AND A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO ABOUT
 JU3241'50 YARDS.  TURN RIGHT, AND GO SOUTHEAST FOR 0.5 MILE TO A
 JU3241'TWO-STORY HOUSE ON THE RIGHT*.  CONTINUE EAST FOR 0.1 MILE TO
 JU3241'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 JU3241'
 JU3241'*TURN RIGHT, KEEPING TO THE WEST EDGE OF THE FIELD AND GO ABOUT
 JU3241'200 FEET, PASSING TO THE EAST SIDE OF THE BARN.  TURN RIGHT,
 JU3241'KEEPING TO THE NORTH EDGE OF THE FIELD, AND GO ABOUT 300 FEET
 JU3241'THEN TURN LEFT AND GO ABOUT 180 FEET TO THE STATION AS DESCRIBED.
 JU3241'
 JU3241'THE STATION MARK IS A 6-INCH BY 5-INCH GRANITE POST SET IN THE
 JU3241'GROUND AND PROJECTING ABOUT 4 INCHES.  IT HAS U.S. INSCRIBED ON
 JU3241'ALL FOUR SIDES AND HAS A TRIANGLE WITH A CENTER HOLE IN ITS CENTER
 JU3241'CUT IN THE TOP OF THE POST.
 JU3241'
 JU3241'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED LIPPINCOTT
 JU3241'NO 1 1843 1933, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 JU3241'PROJECTS ABOUT 10 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 JU3241'17 FEET EAST-NORTHEAST OF THE CENTER OF A TRACK ROAD, 15 FEET
 JU3241'SOUTH OF THE NORTH EDGE OF THE FIELD, 2 FEET SOUTH-SOUTHEAST OF
 JU3241'A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.
 JU3241'
 JU3241'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED LIPPINCOTT
 JU3241'NO 2 1843 1933, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 JU3241'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE
 JU3241'GROUND.  IT IS LOCATED IN A FENCE LINE, 10 FEET EAST OF A WILD
 JU3241'CHERRY TREE AND 4 FEET SOUTHWEST OF TWO SMALL CEDAR
 JU3241'TREES.
 JU3241'
 JU3241'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LIPPINCOTT 1933 1958
 JU3241'RESET, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JU3241'ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 19 FEET
 JU3241'WEST-SOUTHWEST OF THE CENTER OF A BLACK TOP ROAD, 18 FEET
 JU3241'NORTHEAST OF A 24-INCH ELM TREE, 12 INCHES WEST OF TELEPHONE
 JU3241'POLE NUMBER BT 464-17 AND IS 1 FOOT WEST-SOUTHWEST OF A WHITE
 JU3241'WITNESS POST.
 JU3241
 JU3241                          STATION RECOVERY (1965)
 JU3241
 JU3241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 JU3241'STATION WAS RECOVERED AS DESCRIBED BY JACK E. GUTH IN 1958 AND ALL
 JU3241'MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE 1958 DESCRIPTION
 JU3241'IS ADEQUATE.
 JU3241
 JU3241                          STATION RECOVERY (1984)
 JU3241
 JU3241'RECOVERY NOTE BY PA DEPT OF TRANSP 1984 (RBG)
 JU3241'THE STATION WAS RECOVERED AT THIS DATE.
 JU3241'THE STATION AND RM 1 WERE RECOVERED IN GOOD CONDITION.  RM 2 WAS
 JU3241'SEARCHED FOR BUT NOT RECOVERED.
 JU3241'THE STATION IS A 6 INCH SQUARE GRANITE POST FLUSH WITH THE GROUND,
 JU3241'WITH A TRIANGLE AND CENTER HOLE INSCRIBED IN THE TOP.
 JU3241'RM 1 IS A STANDARD REFERENCE DISK STAMPED---LIPPINCOTT NO.1 1843-1933
 JU3241'SET IN A ROUND CONCRETE MONUMENT, PROJECTING 4 INCHES ABOVE GROUND.
 JU3241'NO DISTANCES OR ANGLES WERE MEASURED DUE TO HEAVY BRUSH IN AREA.
 JU3241'THE STATION IS NOW LOCATED ON PROPERTY OWNED BY ROBERT NELSON.
 JU3241'THE TO REACH STATION IS ADEQUATE WITH THE FOLLOWING EXCEPTION, THE
 JU3241'BARN HAS BEEN TORN DOWN AND THE EDGES OF THE FIELD ARE NOT EASILY
 JU3241'IDENTIFIED.  TO FIND THE STATION FROM THE NORTHEAST CORNER OF THE
 JU3241'HOUSE, GO NORTH 100 FEET TO TREE ROW RUNNING ALONG THE NORTHERN
 JU3241'PROPERTY LINE, TURN LEFT AND GO WEST ALONG TREE LINE APPROXIMATELY
 JU3241'300 FEET TO STATION ON LEFT.  THE STATION IS APPROXIMATELY 40 FEET
 JU3241'SOUTH OF THE TREE LINE.  A WHITE WITNESS SIGN HAS BEEN ERRECTED 2
 JU3241'FEET SOUTH OF THE STATION.
 JU3241'
 JU3241'DESCRIBED BY R. B. GROSSER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2761 ***********************************************************************
 JU2761  DESIGNATION -  LITTLE BEACH
 JU2761  PID         -  JU2761
 JU2761  STATE/COUNTY-  NJ/ATLANTIC
 JU2761  USGS QUAD   -  BRIGANTINE INLET (1994)
 JU2761
 JU2761                         *CURRENT SURVEY CONTROL
 JU2761  ___________________________________________________________________
 JU2761* NAD 83(1996)-  39 28 15.04087(N)    074 19 40.45858(W)     ADJUSTED  
 JU2761* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2761  ___________________________________________________________________
 JU2761  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 JU2761  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JU2761
 JU2761  HORZ ORDER  -  SECOND
 JU2761
 JU2761.The horizontal coordinates were established by classical geodetic methods
 JU2761.and adjusted by the National Geodetic Survey in September 1999..
 JU2761
 JU2761.The orthometric height was scaled from a topographic map.
 JU2761
 JU2761.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2761
 JU2761.The geoid height was determined by GEOID03.
 JU2761
 JU2761;                    North         East     Units Scale Factor Converg.
 JU2761;SPC NJ       -    70,782.541   164,807.171   MT  0.99990270   +0 06 33.8
 JU2761;SPC NJ       -   232,225.72    540,704.86   sFT  0.99990270   +0 06 33.8
 JU2761;UTM  18      - 4,369,244.386   557,810.444   MT  0.99964115   +0 25 38.1
 JU2761
 JU2761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2761!SPC NJ       -   1.00000524  x   0.99990270  =   0.99990794
 JU2761!UTM  18      -   1.00000524  x   0.99964115  =   0.99964639
 JU2761
 JU2761:                Primary Azimuth Mark                     Grid Az
 JU2761:SPC NJ       -  BRIGANTINE ELEVATED TANK                 201 08 53.6
 JU2761:UTM  18      -  BRIGANTINE ELEVATED TANK                 200 49 49.3
 JU2761
 JU2761|---------------------------------------------------------------------|
 JU2761| PID    Reference Object                     Distance      Geod. Az  |
 JU2761|                                                           dddmmss.s |
 JU2761| JU2757 BRIGANTINE ELEVATED TANK            APPROX. 6.6 KM 2011527.4 |
 JU2761| CB2191 LITTLE BEACH AZ MK                                 2075233.6 |
 JU2761| JU2780 BRIGANTINE BEACH SOUTH TANK         APPROX.10.0 KM 2124930.4 |
 JU2761| CB2192 LITTLE BEACH RM 1                    23.387 METERS 22122     |
 JU2761| JU2779 ATLANTIC CITY RADIO WFPG MAST       APPROX.15.0 KM 2253009.4 |
 JU2761| CB2193 LITTLE BEACH RM 2                    25.385 METERS 28602     |
 JU2761| CB2194 LITTLE BEACH RM 3 AZIMUTH           289.250 METERS 30947     |
 JU2761| JU2723 SEVEN ISLANDS FISH FACTORY TK       APPROX. 5.4 KM 3513146.7 |
 JU2761|---------------------------------------------------------------------|
 JU2761
 JU2761                          SUPERSEDED SURVEY CONTROL
 JU2761
 JU2761  NAD 83(1986)-  39 28 15.03303(N)    074 19 40.44964(W) AD(       ) 2
 JU2761  NAD 27      -  39 28 14.60800(N)    074 19 41.93550(W) AD(       ) 2
 JU2761
 JU2761.Superseded values are not recommended for survey control.
 JU2761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2761.See file dsdata.txt to determine how the superseded data were derived.
 JU2761
 JU2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5781069244(NAD 83)
 JU2761_MARKER: DS = TRIANGULATION STATION DISK
 JU2761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2761
 JU2761  HISTORY     - Date     Condition        Report By
 JU2761  HISTORY     - 1932     MONUMENTED       CGS
 JU2761  HISTORY     - 1935     GOOD             CGS
 JU2761  HISTORY     - 1950     GOOD             CGS
 JU2761  HISTORY     - 1962     GOOD             CGS
 JU2761  HISTORY     - 1962     GOOD             CGS
 JU2761  HISTORY     - 1971     SEE DESCRIPTION  NGS
 JU2761
 JU2761                          STATION DESCRIPTION
 JU2761
 JU2761'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2761'THE STATION IS SET IN THE CENTER OF THE CONCRETE BASE OF THE
 JU2761'LITTLE BEACH COAST GUARD FLAGPOLE STRUCTURE.  IT IS DISTANT AS
 JU2761'FOLLOWS FROM THE INTERIOR OF THE ANGLES FORMING THE RESPECTIVE
 JU2761'LEGS.  SE 7.76 FEET.  NE 7.47 FEET.  NW 7.48 FEET.  SW 7.57 FEET.
 JU2761'
 JU2761'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2761'CONCRETE AS DESCRIBED IN NOTES 1A, 11A, AND 11C.
 JU2761'
 JU2761'REFERENCE MARK NO. 1 IS IN THE SE CORNER OF CONCRETE WALK
 JU2761'AROUND THE COAST GUARD STATION AND IS 76.73 FEET SW OF THE
 JU2761'STATION.  REFERENCE MARK NO. 2 IS IN THE CONCRETE WALK JUST
 JU2761'ABEAM OF THE BOAT RAMP ON THE N SIDE OF THE STATION, AND IS
 JU2761'83.28 FEET W OF THE STATION.  REFERENCE MARK NO. 3 IS 115 PACES
 JU2761'WNW OF THE STATION ABOUT 9 FEET N OF THE N EDGE OF BOARD WALK
 JU2761'ABOUT 3-1/2 FEET FROM THE SE CORNER OF SMALL SHINGLE HOUSE
 JU2761'ABOUT 16 FEET W OF LARGE SHINGLE COVERED HOUSE.
 JU2761'
 JU2761'HEIGHT OF SIGNAL ABOVE STATION MARK - 6 METERS.
 JU2761
 JU2761                          STATION RECOVERY (1935)
 JU2761
 JU2761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2761'CONDITIONS HAVE NOT CHANGED SINCE THE ESTABLISHMENT IN 1935
 JU2761'WITH THE FOLLOWING EXCEPTION--
 JU2761'
 JU2761'THE FLAGPOLE AT LITTLE BEACH COAST GUARD STATION LEANS
 JU2761'APPROXIMATELY 8 INCHES AT THE TOP.  THE STATION MARK UNDER THE
 JU2761'FLAGPOLE IS IN GOOD CONDITION AND WAS USED.
 JU2761
 JU2761                          STATION RECOVERY (1950)
 JU2761
 JU2761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2761'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 JU2761'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT
 JU2761'EXCEPT THAT THE COAST GUARD NO LONGER OWNS THE PROPERTY AND
 JU2761'THE FLAGPOLE HAS BEEN REMOVED FROM THE TOWER.
 JU2761'
 JU2761'THE DISTANCE TO R.M. 1 AND R.M. 2 WAS MEASURED WITH A STEEL
 JU2761'TAPE AND FOUND TO BE CORRECT.  THE DISTANCE TO R.M. 3 WAS
 JU2761'MEASURED TWICE WITH A STEEL TAPE AND FOUND TO BE 289.25 FEET
 JU2761'(88.16 METERS).
 JU2761
 JU2761                          STATION RECOVERY (1962)
 JU2761
 JU2761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2761'STATION RECOVERED IN GOOD CONDITION.  RM 3 WAS NOT FOUND, BUT
 JU2761'IS PROBABLY BENEATH A LARGE PILE OF FLOTSAM.  THE FLAG TOWER IS
 JU2761'BADLY BENT TO THE EASTWARD, BUT STILL STANDING.  THE BUILDINGS
 JU2761'APPEAR ABANDONED, AND IN POOR CONDITION.  APPROACH IS BEST MADE
 JU2761'BY BOAT FROM THE WEST.
 JU2761
 JU2761                          STATION RECOVERY (1962)
 JU2761
 JU2761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2761'NO MEASUREMENT BETWEEN R.M.S BUILDING ON LINE.
 JU2761'
 JU2761'THE STATION AND ALL REFERENCE MARKS RECOVERED AND FOUND IN
 JU2761'GOOD CONDITION.
 JU2761'
 JU2761'THE DISTANCES AND DIRECTIONS TO REFERENCE MARKS 1 AND 3
 JU2761'CHECKED.  THE DISTANCE TO REFERENCE MARK 3 CHECKED BUT A DIFFERENCE
 JU2761'OF 2 MINUTES AND 19.5 SECONDS WAS FOUND IN THE DIRECTION.  THE
 JU2761'DESCRIPTION IS ADEQUATE WITH THE EXCEPTION THAT THE FLAG POLE
 JU2761'IS GONE AND THE COAST GUARD STATION IS ABANDONED.  THE STATION
 JU2761'WAS REACHED AT THIS TIME FROM GEORGES BOAT DOCK AT THE NORTH
 JU2761'END OF BRIGANTINE.
 JU2761'
 JU2761'AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  IT IS
 JU2761'APPROXIMATELY 0.2 MILE SOUTHWEST OF THE STATION ON A SMALL
 JU2761'MOUND IN A CLUMP OF SMALL BUSHES AND IS 1 FOOT NORTHEAST OF A
 JU2761'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JU2761'LITTLE BEACH 1932.
 JU2761'
 JU2761'HEIGHT OF LIGHT ABOVE STATION MARK 6.7 METERS.
 JU2761
 JU2761                          STATION RECOVERY (1971)
 JU2761
 JU2761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU2761'THE STATION MARK HAS BEEN DESTROYED.  THE FLAGPOLE BASE WAS
 JU2761'FOUND IN RUINS.  REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.
 JU2761'
 JU2761'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2761'6 MILES ENE OF OCEANVILLE, N.J.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2733 ***********************************************************************
 JU2733  DESIGNATION -  LITTLE EGG
 JU2733  PID         -  JU2733
 JU2733  STATE/COUNTY-  NJ/OCEAN
 JU2733  USGS QUAD   -  TUCKERTON (1995)
 JU2733
 JU2733                         *CURRENT SURVEY CONTROL
 JU2733  ___________________________________________________________________
 JU2733* NAD 83(1996)-  39 30 07.15930(N)    074 17 28.70596(W)     ADJUSTED  
 JU2733* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU2733  ___________________________________________________________________
 JU2733  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 JU2733  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JU2733
 JU2733  HORZ ORDER  -  SECOND
 JU2733
 JU2733.The horizontal coordinates were established by classical geodetic methods
 JU2733.and adjusted by the National Geodetic Survey in September 1999..
 JU2733
 JU2733.The orthometric height was scaled from a topographic map.
 JU2733
 JU2733.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2733
 JU2733.The geoid height was determined by GEOID03.
 JU2733
 JU2733;                    North         East     Units Scale Factor Converg.
 JU2733;SPC NJ       -    74,246.608   167,948.081   MT  0.99990396   +0 07 57.9
 JU2733;SPC NJ       -   243,590.75    551,009.66   sFT  0.99990396   +0 07 57.9
 JU2733;UTM  18      - 4,372,724.925   560,931.271   MT  0.99964571   +0 27 02.9
 JU2733
 JU2733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2733!SPC NJ       -   1.00000539  x   0.99990396  =   0.99990935
 JU2733!UTM  18      -   1.00000539  x   0.99964571  =   0.99965110
 JU2733
 JU2733|---------------------------------------------------------------------|
 JU2733| PID    Reference Object                     Distance      Geod. Az  |
 JU2733|                                                           dddmmss.s |
 JU2733| CB2195 LITTLE EGG RM 1                      29.986 METERS 03553     |
 JU2733| JU2761 LITTLE BEACH                        APPROX. 4.7 KM 2221954.0 |
 JU2733| CB2196 LITTLE EGG RM 2                      30.809 METERS 32853     |
 JU2733|---------------------------------------------------------------------|
 JU2733
 JU2733                          SUPERSEDED SURVEY CONTROL
 JU2733
 JU2733  NAD 83(1986)-  39 30 07.15094(N)    074 17 28.69826(W) AD(       ) 2
 JU2733  NAD 27      -  39 30 06.72400(N)    074 17 30.18900(W) AD(       ) 2
 JU2733
 JU2733.Superseded values are not recommended for survey control.
 JU2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2733.See file dsdata.txt to determine how the superseded data were derived.
 JU2733
 JU2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6093172725(NAD 83)
 JU2733_MARKER: DS = TRIANGULATION STATION DISK
 JU2733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2733
 JU2733  HISTORY     - Date     Condition        Report By
 JU2733  HISTORY     - 1932     MONUMENTED       CGS
 JU2733  HISTORY     - 1935     MARK NOT FOUND   CGS
 JU2733
 JU2733                          STATION DESCRIPTION
 JU2733
 JU2733'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2733'THE STATION IS CENTERED UNDER THE FLAGPOLE STRUCTURE OF THE
 JU2733'LITTLE EGG COAST GUARD STATION.  IT WAS MEASURED FROM THE LEGS
 JU2733'OF THE STRUCTURE AS FOLLOWS--7.32 FEET FROM NE LEG.  7.90 FEET
 JU2733'FROM THE NW LEG.  7.51 FEET FROM SW LEG.  7.17 FEET FROM SE LEG.
 JU2733'
 JU2733'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2733'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU2733'
 JU2733'REFERENCE MARK NO. 1 IS 98.38 FEET NE OF THE STATION, 16
 JU2733'INCHES FROM THE SE CORNER OF THE LITTLE EGG COAST GUARD
 JU2733'HOUSE.  REFERENCE MARK NO. 2 IS 101.08 FEET W OF THE STATION AND
 JU2733'ABOUT 18 INCHES FROM THE SW CORNER OF THE COAST GUARD BUILDING.
 JU2733'
 JU2733'HEIGHT OF SIGNAL ABOVE STATION MARK - 6 METERS.
 JU2733
 JU2733                          STATION RECOVERY (1935)
 JU2733
 JU2733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 JU2733'STATION LOST.  THE BEACH IS RAPIDLY WASHING AWAY AT THIS POINT,
 JU2733'AND THE STATION IS COMPLETELY GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2731 ***********************************************************************
 JU2731  DESIGNATION -  LITTLE EGG 1931
 JU2731  PID         -  JU2731
 JU2731  STATE/COUNTY-  NJ/OCEAN
 JU2731  USGS QUAD   -  TUCKERTON (1995)
 JU2731
 JU2731                         *CURRENT SURVEY CONTROL
 JU2731  ___________________________________________________________________
 JU2731* NAD 83(1996)-  39 30 07.71125(N)    074 17 28.57177(W)     ADJUSTED  
 JU2731* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU2731  ___________________________________________________________________
 JU2731  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 JU2731  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JU2731
 JU2731  HORZ ORDER  -  SECOND
 JU2731
 JU2731.The horizontal coordinates were established by classical geodetic methods
 JU2731.and adjusted by the National Geodetic Survey in September 1999..
 JU2731
 JU2731.The orthometric height was scaled from a topographic map.
 JU2731
 JU2731.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2731
 JU2731.The geoid height was determined by GEOID03.
 JU2731
 JU2731;                    North         East     Units Scale Factor Converg.
 JU2731;SPC NJ       -    74,263.636   167,951.248   MT  0.99990397   +0 07 58.0
 JU2731;SPC NJ       -   243,646.61    551,020.05   sFT  0.99990397   +0 07 58.0
 JU2731;UTM  18      - 4,372,741.966   560,934.341   MT  0.99964571   +0 27 03.0
 JU2731
 JU2731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2731!SPC NJ       -   1.00000539  x   0.99990397  =   0.99990936
 JU2731!UTM  18      -   1.00000539  x   0.99964571  =   0.99965110
 JU2731
 JU2731:                Primary Azimuth Mark                     Grid Az
 JU2731:SPC NJ       -  BCG 1931                                 207 09 38.2
 JU2731:UTM  18      -  BCG 1931                                 206 50 33.2
 JU2731
 JU2731|---------------------------------------------------------------------|
 JU2731| PID    Reference Object                     Distance      Geod. Az  |
 JU2731|                                                           dddmmss.s |
 JU2731| JU2753 BCG 1931                            APPROX. 9.2 KM 2071736.2 |
 JU2731|---------------------------------------------------------------------|
 JU2731
 JU2731                          SUPERSEDED SURVEY CONTROL
 JU2731
 JU2731  NAD 83(1986)-  39 30 07.70605(N)    074 17 28.56035(W) AD(       ) 2
 JU2731  NAD 27      -  39 30 07.28100(N)    074 17 30.04500(W) AD(       ) 2
 JU2731
 JU2731.Superseded values are not recommended for survey control.
 JU2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2731.See file dsdata.txt to determine how the superseded data were derived.
 JU2731
 JU2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6093472742(NAD 83)
 JU2731_MARKER: DS = TRIANGULATION STATION DISK
 JU2731_SETTING: 0 = UNSPECIFIED SETTING
 JU2731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2731
 JU2731  HISTORY     - Date     Condition        Report By
 JU2731  HISTORY     - 1931     MONUMENTED       CGS
 JU2731  HISTORY     - 1935     POOR             CGS
 JU2731  HISTORY     - 1950     MARK NOT FOUND   CGS
 JU2731
 JU2731                          STATION DESCRIPTION
 JU2731
 JU2731'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 JU2731'THIS STATION IS ON THE OUTER COAST, APPROXIMATELY 12 MILES NNE OF
 JU2731'ATLANTIC CITY, ON LITTLE EGG ISLAND TO THE N OF LITTLE EGG
 JU2731'INLET.  IT IS LOCATED ON THE LITTLE EGG COAST GUARD STATION
 JU2731'BUILDING.  THE STATION IS BEST REACHED BY BOAT FROM N BRIGANTINE
 JU2731'OR THE BONDS COAST GUARD STATIONS.  CENTER IS MARKED BY A
 JU2731'STANDARD C AND GS BRONZE STATION DISC (STAMPED LITTLE EGG-1931)
 JU2731'CEMENTED IN A DRILL-HOLE AND SET FLUSH IN THE FLOOR OF THE
 JU2731'WATCH-TOWER.  NO REFERENCE MARKS WERE PLACED, NOR ANY
 JU2731'REFERENCE MEASUREMENTS TAKEN.  A HELIO, SET UP ECCENTRICALLY
 JU2731'ON THE ROOF, WAS USED FOR THE SIGNAL, AS THE WATCH-TOWER APEX
 JU2731'AFFORDED INDEFINITE POINTING.  THERE IS SUFFICIENT ROOM AND
 JU2731'GOOD FOOTING FOR CENTRAL OR ECCENTRIC TRIPOD SET-UPS WITHIN THE
 JU2731'TOWER.
 JU2731
 JU2731                          STATION RECOVERY (1935)
 JU2731
 JU2731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 JU2731'STATION RECOVERED AS DESCRIBED, IN POOR CONDITION, WITH THE
 JU2731'FOLLOWING EXCEPTION--
 JU2731'
 JU2731'THE BRONZE MARKER IS GONE BUT THE HOLE IN THE FLOOR REMAINS
 JU2731'WHERE THE DISC WAS ORIGINALLY PLACED.  THE BEACH IS RAPIDLY
 JU2731'ERODING AT THIS POINT AND IT IS PROBABLE THAT THE BUILDING WILL
 JU2731'COLLAPSE IN THE NEAR FUTURE.  THE BUILDING WAS ABANDONED BY THE
 JU2731'COAST GUARD IN 1933.
 JU2731
 JU2731                          STATION RECOVERY (1950)
 JU2731
 JU2731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2731'STATION NOT RECOVERED.  SEE 1935 RECOVERY BY R.C.B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2726 ***********************************************************************
 JU2726  DESIGNATION -  LITTLE EGG 2
 JU2726  PID         -  JU2726
 JU2726  STATE/COUNTY-  NJ/OCEAN
 JU2726  USGS QUAD   -  TUCKERTON (1995)
 JU2726
 JU2726                         *CURRENT SURVEY CONTROL
 JU2726  ___________________________________________________________________
 JU2726* NAD 83(1996)-  39 30 41.55293(N)    074 17 16.92255(W)     ADJUSTED  
 JU2726* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU2726  ___________________________________________________________________
 JU2726  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 JU2726  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JU2726
 JU2726  HORZ ORDER  -  THIRD
 JU2726
 JU2726.The horizontal coordinates were established by classical geodetic methods
 JU2726.and adjusted by the National Geodetic Survey in September 1999..
 JU2726
 JU2726.The orthometric height was scaled from a topographic map.
 JU2726
 JU2726.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2726
 JU2726.The geoid height was determined by GEOID03.
 JU2726
 JU2726;                    North         East     Units Scale Factor Converg.
 JU2726;SPC NJ       -    75,307.871   168,227.086   MT  0.99990409   +0 08 05.5
 JU2726;SPC NJ       -   247,072.57    551,925.03   sFT  0.99990409   +0 08 05.5
 JU2726;UTM  18      - 4,373,787.446   561,204.308   MT  0.99964612   +0 27 10.8
 JU2726
 JU2726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2726!SPC NJ       -   1.00000538  x   0.99990409  =   0.99990947
 JU2726!UTM  18      -   1.00000538  x   0.99964612  =   0.99965150
 JU2726
 JU2726|---------------------------------------------------------------------|
 JU2726| PID    Reference Object                     Distance      Geod. Az  |
 JU2726|                                                           dddmmss.s |
 JU2726| CB2197 LITTLE EGG 2 RM 1                    47.117 METERS 02157     |
 JU2726| CB2198 LITTLE EGG 2 RM 2                    29.704 METERS 15041     |
 JU2726| JU2761 LITTLE BEACH                        APPROX. 5.7 KM 2171250.9 |
 JU2726| JU2714 STORY ISLAND STACK                  APPROX. 3.8 KM 3401006.8 |
 JU2726|---------------------------------------------------------------------|
 JU2726
 JU2726                          SUPERSEDED SURVEY CONTROL
 JU2726
 JU2726  NAD 83(1986)-  39 30 41.54659(N)    074 17 16.91333(W) AD(       ) 3
 JU2726  NAD 27      -  39 30 41.12460(N)    074 17 18.39880(W) AD(       ) 3
 JU2726
 JU2726.Superseded values are not recommended for survey control.
 JU2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2726.See file dsdata.txt to determine how the superseded data were derived.
 JU2726
 JU2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6120473787(NAD 83)
 JU2726_MARKER: DS = TRIANGULATION STATION DISK
 JU2726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2726
 JU2726  HISTORY     - Date     Condition        Report By
 JU2726  HISTORY     - 1935     MONUMENTED       CGS
 JU2726  HISTORY     - 1950     MARK NOT FOUND   CGS
 JU2726
 JU2726                          STATION DESCRIPTION
 JU2726
 JU2726'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2726'STATION IS STANDARD TRIANGULATION DISK SET IN CONCRETE MONUMENT
 JU2726'MARKED LITTLE EGG 2.  THERE IS ALSO A SUB-SURFACE MARK STAMPED
 JU2726'THE SAME AS THE SURFACE MARK WITH THE ADDITIONAL WORK SUB.  THIS
 JU2726'MARK IS APPROXIMATELY TWO FEET BELOW THE SURFACE OF THE
 JU2726'GROUND.  STATION IS LOCATED ON HIGH POINT OF DUNES ON NW SIDE
 JU2726'OF TUCKER ISLAND APPROXIMATELY MIDWAY FROM THE NE TO THE SW
 JU2726'POINT OF THE ISLAND.  THERE IS A LONE PINE PILE 5 INCHES IN
 JU2726'DIAMETER STANDING APPROXIMATELY 6 FEET ABOVE WATER AT HIGH
 JU2726'WATER, ON THE EASTERN SIDE OF THE CHANNEL APPROXIMATELY 250
 JU2726'METERS FROM STATION.  THERE IS A SALT POND IN THE ISLAND
 JU2726'ACROSS THE DUNES FROM THE STATION.  STATION IS 25.9 METERS
 JU2726'FROM HWL ON NW SHORE OF ISLAND.
 JU2726'
 JU2726'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2726'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU2726'
 JU2726'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 JU2726
 JU2726                          STATION RECOVERY (1950)
 JU2726
 JU2726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2726'STATION NOT RECOVERED.  TUCKER ISLAND IS BEING WASHED AWAY AND
 JU2726'IS NOW SUBJECT TO BEING AWASH WITH WIND TIDES.  A ONE HOUR
 JU2726'SEARCH BY TWO MEN REVEALED NO SIGN OF THE STATION OR REFERENCE
 JU2726'MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2670 ***********************************************************************
 JU2670  DESIGNATION -  LITTLE EGG WATERWAY LIGHT 53
 JU2670  PID         -  JU2670
 JU2670  STATE/COUNTY-  NJ/OCEAN
 JU2670  USGS QUAD   -  BEACH HAVEN (1977)
 JU2670
 JU2670                         *CURRENT SURVEY CONTROL
 JU2670  ___________________________________________________________________
 JU2670* NAD 83(1996)-  39 35 13.55957(N)    074 13 58.88099(W)     ADJUSTED  
 JU2670* NAVD 88     -                                                        
 JU2670  ___________________________________________________________________
 JU2670  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 JU2670  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JU2670
 JU2670  HORZ ORDER  -  THIRD
 JU2670
 JU2670.The horizontal coordinates were established by classical geodetic methods
 JU2670.and adjusted by the National Geodetic Survey in September 1999..
 JU2670
 JU2670
 JU2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2670
 JU2670.The geoid height was determined by GEOID03.
 JU2670
 JU2670;                    North         East     Units Scale Factor Converg.
 JU2670;SPC NJ       -    83,708.464   172,932.682   MT  0.99990647   +0 10 12.5
 JU2670;SPC NJ       -   274,633.52    567,363.31   sFT  0.99990647   +0 10 12.5
 JU2670;UTM  18      - 4,382,211.904   565,861.960   MT  0.99965340   +0 29 19.6
 JU2670
 JU2670                          SUPERSEDED SURVEY CONTROL
 JU2670
 JU2670  NAD 83(1986)-  39 35 13.54971(N)    074 13 58.87472(W) AD(       ) 4
 JU2670  NAD 27      -  39 35 13.12300(N)    074 14 00.37500(W) AD(       ) 3
 JU2670
 JU2670.Superseded values are not recommended for survey control.
 JU2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2670.See file dsdata.txt to determine how the superseded data were derived.
 JU2670
 JU2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6586282212(NAD 83)
 JU2670_MARKER: 14 = NAVIGATION LIGHT
 JU2670
 JU2670  HISTORY     - Date     Condition        Report By
 JU2670  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2670  HISTORY     - 1988     GOOD             USPSQD
 JU2670
 JU2670                          STATION DESCRIPTION
 JU2670
 JU2670'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2676 ***********************************************************************
 JU2676  DESIGNATION -  LITTLE EGG WATERWAY LIGHT 21
 JU2676  PID         -  JU2676
 JU2676  STATE/COUNTY-  NJ/OCEAN
 JU2676  USGS QUAD   -  SHIP BOTTOM (1972)
 JU2676
 JU2676                         *CURRENT SURVEY CONTROL
 JU2676  ___________________________________________________________________
 JU2676* NAD 83(1996)-  39 39 26.06686(N)    074 12 31.49718(W)     ADJUSTED  
 JU2676* NAVD 88     -                                                        
 JU2676  ___________________________________________________________________
 JU2676  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 JU2676  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU2676
 JU2676  HORZ ORDER  -  THIRD
 JU2676
 JU2676.The horizontal coordinates were established by classical geodetic methods
 JU2676.and adjusted by the National Geodetic Survey in September 1999..
 JU2676
 JU2676
 JU2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2676
 JU2676.The geoid height was determined by GEOID03.
 JU2676
 JU2676;                    North         East     Units Scale Factor Converg.
 JU2676;SPC NJ       -    91,501.739   174,992.455   MT  0.99990769   +0 11 09.2
 JU2676;SPC NJ       -   300,201.96    574,121.08   sFT  0.99990769   +0 11 09.2
 JU2676;UTM  18      - 4,390,014.555   567,877.820   MT  0.99965672   +0 30 18.0
 JU2676
 JU2676                          SUPERSEDED SURVEY CONTROL
 JU2676
 JU2676  NAD 83(1986)-  39 39 26.05822(N)    074 12 31.49152(W) AD(       ) 4
 JU2676  NAD 27      -  39 39 25.62900(N)    074 12 32.99000(W) AD(       ) 3
 JU2676
 JU2676.Superseded values are not recommended for survey control.
 JU2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2676.See file dsdata.txt to determine how the superseded data were derived.
 JU2676
 JU2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6787890015(NAD 83)
 JU2676_MARKER: 14 = NAVIGATION LIGHT
 JU2676
 JU2676  HISTORY     - Date     Condition        Report By
 JU2676  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2676  HISTORY     - 1988     GOOD             USPSQD
 JU2676
 JU2676                          STATION DESCRIPTION
 JU2676
 JU2676'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2680 ***********************************************************************
 JU2680  DESIGNATION -  LITTLE EGG WATERWAY LIGHT 28
 JU2680  PID         -  JU2680
 JU2680  STATE/COUNTY-  NJ/OCEAN
 JU2680  USGS QUAD   -  SHIP BOTTOM (1972)
 JU2680
 JU2680                         *CURRENT SURVEY CONTROL
 JU2680  ___________________________________________________________________
 JU2680* NAD 83(1996)-  39 38 26.71980(N)    074 12 19.18614(W)     ADJUSTED  
 JU2680* NAVD 88     -                                                        
 JU2680  ___________________________________________________________________
 JU2680  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 JU2680  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 JU2680
 JU2680  HORZ ORDER  -  THIRD
 JU2680
 JU2680.The horizontal coordinates were established by classical geodetic methods
 JU2680.and adjusted by the National Geodetic Survey in September 1999..
 JU2680
 JU2680
 JU2680.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2680
 JU2680.The geoid height was determined by GEOID03.
 JU2680
 JU2680;                    North         East     Units Scale Factor Converg.
 JU2680;SPC NJ       -    89,672.547   175,291.911   MT  0.99990787   +0 11 16.8
 JU2680;SPC NJ       -   294,200.68    575,103.54   sFT  0.99990787   +0 11 16.8
 JU2680;UTM  18      - 4,388,187.518   568,187.380   MT  0.99965724   +0 30 25.2
 JU2680
 JU2680                          SUPERSEDED SURVEY CONTROL
 JU2680
 JU2680  NAD 83(1986)-  39 38 26.71134(N)    074 12 19.18056(W) AD(       ) 4
 JU2680  NAD 27      -  39 38 26.28300(N)    074 12 20.68100(W) AD(       ) 3
 JU2680
 JU2680.Superseded values are not recommended for survey control.
 JU2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2680.See file dsdata.txt to determine how the superseded data were derived.
 JU2680
 JU2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6818788188(NAD 83)
 JU2680_MARKER: 14 = NAVIGATION LIGHT
 JU2680
 JU2680  HISTORY     - Date     Condition        Report By
 JU2680  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2680  HISTORY     - 1988     GOOD             USPSQD
 JU2680  HISTORY     - 19970827 GOOD             USPSQD
 JU2680
 JU2680                          STATION DESCRIPTION
 JU2680
 JU2680'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2680'THE STATION IS THE CENTER OF A FLASHING RED LIGHT ATOP OF A THREE
 JU2680'LEGGED WOOD STRUCTURE AND IS 8 FEET ABOVE THE WATER.  THE STATION
 JU2680'IS ABOUT 1-1/2 MILES SOUTHWEST OF THE SHIP BOTTOM STANDPIPE ON
 JU2680'LONG BEACH ISLAND AND ABOUT 1/4 MILE NORTH OF THE NORTH SIDE OF
 JU2680'EGG ISLAND.
 JU2680
 JU2680                          STATION RECOVERY (1988)
 JU2680
 JU2680'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHF)
 JU2680'RECOVERED IN GOOD CONDITION.
 JU2680
 JU2680                          STATION RECOVERY (1997)
 JU2680
 JU2680'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2695 ***********************************************************************
 JU2695  DESIGNATION -  LITTLE EGG WATERWAY LIGHT 10
 JU2695  PID         -  JU2695
 JU2695  STATE/COUNTY-  NJ/OCEAN
 JU2695  USGS QUAD   -  SHIP BOTTOM (1972)
 JU2695
 JU2695                         *CURRENT SURVEY CONTROL
 JU2695  ___________________________________________________________________
 JU2695* NAD 83(1996)-  39 40 23.88354(N)    074 10 32.32858(W)     ADJUSTED  
 JU2695* NAVD 88     -                                                        
 JU2695  ___________________________________________________________________
 JU2695  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 JU2695  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU2695
 JU2695  HORZ ORDER  -  THIRD
 JU2695
 JU2695.The horizontal coordinates were established by classical geodetic methods
 JU2695.and adjusted by the National Geodetic Survey in September 1999..
 JU2695
 JU2695
 JU2695.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2695
 JU2695.The geoid height was determined by GEOID03.
 JU2695
 JU2695;                    North         East     Units Scale Factor Converg.
 JU2695;SPC NJ       -    93,294.439   177,826.559   MT  0.99990953   +0 12 25.5
 JU2695;SPC NJ       -   306,083.51    583,419.30   sFT  0.99990953   +0 12 25.5
 JU2695;UTM  18      - 4,391,822.563   570,701.189   MT  0.99966154   +0 31 34.7
 JU2695
 JU2695                          SUPERSEDED SURVEY CONTROL
 JU2695
 JU2695  NAD 83(1986)-  39 40 23.87435(N)    074 10 32.32289(W) AD(       ) 4
 JU2695  NAD 27      -  39 40 23.44300(N)    074 10 33.82900(W) AD(       ) 3
 JU2695
 JU2695.Superseded values are not recommended for survey control.
 JU2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2695.See file dsdata.txt to determine how the superseded data were derived.
 JU2695
 JU2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7070191823(NAD 83)
 JU2695_MARKER: 14 = NAVIGATION LIGHT
 JU2695
 JU2695  HISTORY     - Date     Condition        Report By
 JU2695  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2695  HISTORY     - 1988     GOOD             USPSQD
 JU2695  HISTORY     - 19970827 GOOD             USPSQD
 JU2695
 JU2695                          STATION DESCRIPTION
 JU2695
 JU2695'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2695'THE STATION IS THE CENTER OF A FLASHING RED LIGHT ATOP OF A THREE
 JU2695'LEGGED WOOD STRUCTURE AND IS 8 FEET ABOVE THE WATER.  THE STATION
 JU2695'IS LOCATED ABOUT 1 MILE NORTHWEST OF THE SURF CITY STANDPIPE ON
 JU2695'LONG BEACH ISLAND AND IS ABOUT 1/2 MILE NORTH OF THE NORTH EDGE OF
 JU2695'PETTIT ISLAND IN MANAHAWKIN BAY.
 JU2695
 JU2695                          STATION RECOVERY (1988)
 JU2695
 JU2695'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHF)
 JU2695'RECOVERED IN GOOD CONDITION.
 JU2695
 JU2695                          STATION RECOVERY (1997)
 JU2695
 JU2695'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2704 ***********************************************************************
 JU2704  DESIGNATION -  LITTLE EGG WATERWAY LIGHT 75
 JU2704  PID         -  JU2704
 JU2704  STATE/COUNTY-  NJ/OCEAN
 JU2704  USGS QUAD   -  TUCKERTON (1995)
 JU2704
 JU2704                         *CURRENT SURVEY CONTROL
 JU2704  ___________________________________________________________________
 JU2704* NAD 83(1996)-  39 33 19.39560(N)    074 15 26.69738(W)     ADJUSTED  
 JU2704* NAVD 88     -                                                        
 JU2704  ___________________________________________________________________
 JU2704  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 JU2704  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JU2704
 JU2704  HORZ ORDER  -  THIRD
 JU2704
 JU2704.The horizontal coordinates were established by classical geodetic methods
 JU2704.and adjusted by the National Geodetic Survey in September 1999..
 JU2704
 JU2704
 JU2704.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2704
 JU2704.The geoid height was determined by GEOID03.
 JU2704
 JU2704;                    North         East     Units Scale Factor Converg.
 JU2704;SPC NJ       -    80,181.979   170,846.841   MT  0.99990535   +0 09 16.1
 JU2704;SPC NJ       -   263,063.71    560,520.01   sFT  0.99990535   +0 09 16.1
 JU2704;UTM  18      - 4,378,674.777   563,796.282   MT  0.99965011   +0 28 22.5
 JU2704
 JU2704                          SUPERSEDED SURVEY CONTROL
 JU2704
 JU2704  NAD 83(1986)-  39 33 19.38804(N)    074 15 26.68932(W) AD(       ) 4
 JU2704  NAD 27      -  39 33 18.95700(N)    074 15 28.19200(W) AD(       ) 3
 JU2704
 JU2704.Superseded values are not recommended for survey control.
 JU2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2704.See file dsdata.txt to determine how the superseded data were derived.
 JU2704
 JU2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6379678675(NAD 83)
 JU2704_MARKER: 14 = NAVIGATION LIGHT
 JU2704
 JU2704  HISTORY     - Date     Condition        Report By
 JU2704  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2704  HISTORY     - 1988     GOOD             USPSQD
 JU2704
 JU2704                          STATION DESCRIPTION
 JU2704
 JU2704'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2715 ***********************************************************************
 JU2715  DESIGNATION -  LITTLE EGG WATERWAY LIGHT 79
 JU2715  PID         -  JU2715
 JU2715  STATE/COUNTY-  NJ/OCEAN
 JU2715  USGS QUAD   -  TUCKERTON (1995)
 JU2715
 JU2715                         *CURRENT SURVEY CONTROL
 JU2715  ___________________________________________________________________
 JU2715* NAD 83(1996)-  39 32 25.22731(N)    074 15 56.01436(W)     ADJUSTED  
 JU2715* NAVD 88     -                                                        
 JU2715  ___________________________________________________________________
 JU2715  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 JU2715  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JU2715
 JU2715  HORZ ORDER  -  THIRD
 JU2715
 JU2715.The horizontal coordinates were established by classical geodetic methods
 JU2715.and adjusted by the National Geodetic Survey in September 1999..
 JU2715
 JU2715
 JU2715.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2715
 JU2715.The geoid height was determined by GEOID03.
 JU2715
 JU2715;                    North         East     Units Scale Factor Converg.
 JU2715;SPC NJ       -    78,509.709   170,151.359   MT  0.99990500   +0 08 57.3
 JU2715;SPC NJ       -   257,577.27    558,238.25   sFT  0.99990500   +0 08 57.3
 JU2715;UTM  18      - 4,376,999.097   563,110.278   MT  0.99964904   +0 28 03.3
 JU2715
 JU2715                          SUPERSEDED SURVEY CONTROL
 JU2715
 JU2715  NAD 83(1986)-  39 32 25.22056(N)    074 15 56.00586(W) AD(       ) 4
 JU2715  NAD 27      -  39 32 24.78200(N)    074 15 57.51500(W) AD(       ) 3
 JU2715
 JU2715.Superseded values are not recommended for survey control.
 JU2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2715.See file dsdata.txt to determine how the superseded data were derived.
 JU2715
 JU2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6311076999(NAD 83)
 JU2715_MARKER: 14 = NAVIGATION LIGHT
 JU2715
 JU2715  HISTORY     - Date     Condition        Report By
 JU2715  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2715  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JU2715
 JU2715                          STATION DESCRIPTION
 JU2715
 JU2715'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2722 ***********************************************************************
 JU2722  DESIGNATION -  LITTLE EGG WATERWAY LT 78
 JU2722  PID         -  JU2722
 JU2722  STATE/COUNTY-  NJ/OCEAN
 JU2722  USGS QUAD   -  TUCKERTON (1995)
 JU2722
 JU2722                         *CURRENT SURVEY CONTROL
 JU2722  ___________________________________________________________________
 JU2722* NAD 83(1996)-  39 30 28.59168(N)    074 20 21.97176(W)     ADJUSTED  
 JU2722* NAVD 88     -                                                        
 JU2722  ___________________________________________________________________
 JU2722  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 JU2722  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JU2722
 JU2722  HORZ ORDER  -  THIRD
 JU2722
 JU2722.The horizontal coordinates were established by classical geodetic methods
 JU2722.and adjusted by the National Geodetic Survey in September 1999..
 JU2722
 JU2722
 JU2722.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2722
 JU2722.The geoid height was determined by GEOID03.
 JU2722
 JU2722;                    North         East     Units Scale Factor Converg.
 JU2722;SPC NJ       -    74,899.039   163,807.658   MT  0.99990235   +0 06 07.7
 JU2722;SPC NJ       -   245,731.26    537,425.62   sFT  0.99990235   +0 06 07.7
 JU2722;UTM  18      - 4,373,354.196   556,788.368   MT  0.99963970   +0 25 12.9
 JU2722
 JU2722                          SUPERSEDED SURVEY CONTROL
 JU2722
 JU2722  NAD 83(1986)-  39 30 28.58452(N)    074 20 21.96350(W) AD(       ) 4
 JU2722  NAD 27      -  39 30 28.16200(N)    074 20 23.44200(W) AD(       ) 3
 JU2722
 JU2722.Superseded values are not recommended for survey control.
 JU2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2722.See file dsdata.txt to determine how the superseded data were derived.
 JU2722
 JU2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5678873354(NAD 83)
 JU2722_MARKER: 14 = NAVIGATION LIGHT
 JU2722
 JU2722  HISTORY     - Date     Condition        Report By
 JU2722  HISTORY     - 1950     FIRST OBSERVED   CGS
 JU2722
 JU2722                          STATION DESCRIPTION
 JU2722
 JU2722'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2728 ***********************************************************************
 JU2728  DESIGNATION -  LITTLE EGG WATERWAY LT 76
 JU2728  PID         -  JU2728
 JU2728  STATE/COUNTY-  NJ/ATLANTIC
 JU2728  USGS QUAD   -  TUCKERTON (1995)
 JU2728
 JU2728                         *CURRENT SURVEY CONTROL
 JU2728  ___________________________________________________________________
 JU2728* NAD 83(1996)-  39 30 26.70359(N)    074 19 33.30015(W)     ADJUSTED  
 JU2728* NAVD 88     -                                                        
 JU2728  ___________________________________________________________________
 JU2728  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 JU2728  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JU2728
 JU2728  HORZ ORDER  -  THIRD
 JU2728
 JU2728.The horizontal coordinates were established by classical geodetic methods
 JU2728.and adjusted by the National Geodetic Survey in September 1999..
 JU2728
 JU2728
 JU2728.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2728
 JU2728.The geoid height was determined by GEOID03.
 JU2728
 JU2728;                    North         East     Units Scale Factor Converg.
 JU2728;SPC NJ       -    74,842.976   164,970.415   MT  0.99990276   +0 06 38.7
 JU2728;SPC NJ       -   245,547.33    541,240.44   sFT  0.99990276   +0 06 38.7
 JU2728;UTM  18      - 4,373,304.602   557,951.113   MT  0.99964135   +0 25 43.9
 JU2728
 JU2728                          SUPERSEDED SURVEY CONTROL
 JU2728
 JU2728  NAD 83(1986)-  39 30 26.69647(N)    074 19 33.29163(W) AD(       ) 4
 JU2728  NAD 27      -  39 30 26.26500(N)    074 19 34.77500(W) AD(       ) 3
 JU2728
 JU2728.Superseded values are not recommended for survey control.
 JU2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2728.See file dsdata.txt to determine how the superseded data were derived.
 JU2728
 JU2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5795173305(NAD 83)
 JU2728_MARKER: 14 = NAVIGATION LIGHT
 JU2728
 JU2728  HISTORY     - Date     Condition        Report By
 JU2728  HISTORY     - 1950     FIRST OBSERVED   CGS
 JU2728
 JU2728                          STATION DESCRIPTION
 JU2728
 JU2728'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2729 ***********************************************************************
 JU2729  DESIGNATION -  LITTLE EGG WATERWAY LIGHT 96
 JU2729  PID         -  JU2729
 JU2729  STATE/COUNTY-  NJ/OCEAN
 JU2729  USGS QUAD   -  TUCKERTON (1995)
 JU2729
 JU2729                         *CURRENT SURVEY CONTROL
 JU2729  ___________________________________________________________________
 JU2729* NAD 83(1996)-  39 30 24.35563(N)    074 18 31.18741(W)     ADJUSTED  
 JU2729* NAVD 88     -                                                        
 JU2729  ___________________________________________________________________
 JU2729  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 JU2729  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JU2729
 JU2729  HORZ ORDER  -  THIRD
 JU2729
 JU2729.The horizontal coordinates were established by classical geodetic methods
 JU2729.and adjusted by the National Geodetic Survey in September 1999..
 JU2729
 JU2729
 JU2729.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2729
 JU2729.The geoid height was determined by GEOID03.
 JU2729
 JU2729;                    North         East     Units Scale Factor Converg.
 JU2729;SPC NJ       -    74,773.581   166,454.300   MT  0.99990333   +0 07 18.2
 JU2729;SPC NJ       -   245,319.66    546,108.82   sFT  0.99990333   +0 07 18.2
 JU2729;UTM  18      - 4,373,243.463   559,434.974   MT  0.99964349   +0 26 23.4
 JU2729
 JU2729                          SUPERSEDED SURVEY CONTROL
 JU2729
 JU2729  NAD 83(1986)-  39 30 24.34957(N)    074 18 31.17785(W) AD(       ) 4
 JU2729  NAD 27      -  39 30 23.92800(N)    074 18 32.66100(W) AD(       ) 3
 JU2729
 JU2729.Superseded values are not recommended for survey control.
 JU2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2729.See file dsdata.txt to determine how the superseded data were derived.
 JU2729
 JU2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5943573243(NAD 83)
 JU2729_MARKER: 14 = NAVIGATION LIGHT
 JU2729
 JU2729  HISTORY     - Date     Condition        Report By
 JU2729  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2729
 JU2729                          STATION DESCRIPTION
 JU2729
 JU2729'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2732 ***********************************************************************
 JU2732  DESIGNATION -  LITTLE EGG WATERWAY LT 80
 JU2732  PID         -  JU2732
 JU2732  STATE/COUNTY-  NJ/ATLANTIC
 JU2732  USGS QUAD   -  TUCKERTON (1995)
 JU2732
 JU2732                         *CURRENT SURVEY CONTROL
 JU2732  ___________________________________________________________________
 JU2732* NAD 83(1996)-  39 30 07.66568(N)    074 21 40.43657(W)     ADJUSTED  
 JU2732* NAVD 88     -                                                        
 JU2732  ___________________________________________________________________
 JU2732  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 JU2732  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JU2732
 JU2732  HORZ ORDER  -  THIRD
 JU2732
 JU2732.The horizontal coordinates were established by classical geodetic methods
 JU2732.and adjusted by the National Geodetic Survey in September 1999..
 JU2732
 JU2732
 JU2732.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2732
 JU2732.The geoid height was determined by GEOID03.
 JU2732
 JU2732;                    North         East     Units Scale Factor Converg.
 JU2732;SPC NJ       -    74,250.624   161,934.322   MT  0.99990175   +0 05 17.8
 JU2732;SPC NJ       -   243,603.92    531,279.52   sFT  0.99990175   +0 05 17.8
 JU2732;UTM  18      - 4,372,695.565   554,919.154   MT  0.99963713   +0 24 22.8
 JU2732
 JU2732                          SUPERSEDED SURVEY CONTROL
 JU2732
 JU2732  NAD 83(1986)-  39 30 07.65824(N)    074 21 40.42868(W) AD(       ) 4
 JU2732  NAD 27      -  39 30 07.24100(N)    074 21 41.91000(W) AD(       ) 3
 JU2732
 JU2732.Superseded values are not recommended for survey control.
 JU2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2732.See file dsdata.txt to determine how the superseded data were derived.
 JU2732
 JU2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5491972696(NAD 83)
 JU2732_MARKER: 14 = NAVIGATION LIGHT
 JU2732
 JU2732  HISTORY     - Date     Condition        Report By
 JU2732  HISTORY     - 1950     FIRST OBSERVED   CGS
 JU2732
 JU2732                          STATION DESCRIPTION
 JU2732
 JU2732'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2734 ***********************************************************************
 JU2734  DESIGNATION -  LITTLE EGG WATERWAY LT 81
 JU2734  PID         -  JU2734
 JU2734  STATE/COUNTY-  NJ/ATLANTIC
 JU2734  USGS QUAD   -  TUCKERTON (1995)
 JU2734
 JU2734                         *CURRENT SURVEY CONTROL
 JU2734  ___________________________________________________________________
 JU2734* NAD 83(1996)-  39 30 00.65454(N)    074 22 15.69210(W)     ADJUSTED  
 JU2734* NAVD 88     -                                                        
 JU2734  ___________________________________________________________________
 JU2734  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 JU2734  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JU2734
 JU2734  HORZ ORDER  -  THIRD
 JU2734
 JU2734.The horizontal coordinates were established by classical geodetic methods
 JU2734.and adjusted by the National Geodetic Survey in September 1999..
 JU2734
 JU2734
 JU2734.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2734
 JU2734.The geoid height was determined by GEOID03.
 JU2734
 JU2734;                    North         East     Units Scale Factor Converg.
 JU2734;SPC NJ       -    74,033.168   161,092.394   MT  0.99990151   +0 04 55.3
 JU2734;SPC NJ       -   242,890.49    528,517.30   sFT  0.99990151   +0 04 55.3
 JU2734;UTM  18      - 4,372,473.497   554,078.669   MT  0.99963601   +0 24 00.3
 JU2734
 JU2734                          SUPERSEDED SURVEY CONTROL
 JU2734
 JU2734  NAD 83(1986)-  39 30 00.64704(N)    074 22 15.68443(W) AD(       ) 4
 JU2734  NAD 27      -  39 30 00.22200(N)    074 22 17.15700(W) AD(       ) 3
 JU2734
 JU2734.Superseded values are not recommended for survey control.
 JU2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2734.See file dsdata.txt to determine how the superseded data were derived.
 JU2734
 JU2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5407972473(NAD 83)
 JU2734_MARKER: 14 = NAVIGATION LIGHT
 JU2734
 JU2734  HISTORY     - Date     Condition        Report By
 JU2734  HISTORY     - 1950     FIRST OBSERVED   CGS
 JU2734
 JU2734                          STATION DESCRIPTION
 JU2734
 JU2734'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2762 ***********************************************************************
 JU2762  DESIGNATION -  LITTLE EGG WATERWAY LT 87
 JU2762  PID         -  JU2762
 JU2762  STATE/COUNTY-  NJ/ATLANTIC
 JU2762  USGS QUAD   -  BRIGANTINE INLET (1994)
 JU2762
 JU2762                         *CURRENT SURVEY CONTROL
 JU2762  ___________________________________________________________________
 JU2762* NAD 83(1996)-  39 29 02.06541(N)    074 22 26.53188(W)     ADJUSTED  
 JU2762* NAVD 88     -                                                        
 JU2762  ___________________________________________________________________
 JU2762  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 JU2762  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JU2762
 JU2762  HORZ ORDER  -  THIRD
 JU2762
 JU2762.The horizontal coordinates were established by classical geodetic methods
 JU2762.and adjusted by the National Geodetic Survey in September 1999..
 JU2762
 JU2762
 JU2762.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2762
 JU2762.The geoid height was determined by GEOID03.
 JU2762
 JU2762;                    North         East     Units Scale Factor Converg.
 JU2762;SPC NJ       -    72,226.078   160,835.956   MT  0.99990145   +0 04 48.3
 JU2762;SPC NJ       -   236,961.72    527,675.97   sFT  0.99990145   +0 04 48.3
 JU2762;UTM  18      - 4,370,665.493   553,832.330   MT  0.99963568   +0 23 52.9
 JU2762
 JU2762                          SUPERSEDED SURVEY CONTROL
 JU2762
 JU2762  NAD 83(1986)-  39 29 02.05756(N)    074 22 26.52412(W) AD(       ) 4
 JU2762  NAD 27      -  39 29 01.63300(N)    074 22 28.00100(W) AD(       ) 3
 JU2762
 JU2762.Superseded values are not recommended for survey control.
 JU2762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2762.See file dsdata.txt to determine how the superseded data were derived.
 JU2762
 JU2762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5383270665(NAD 83)
 JU2762_MARKER: 14 = NAVIGATION LIGHT
 JU2762
 JU2762  HISTORY     - Date     Condition        Report By
 JU2762  HISTORY     - 1950     FIRST OBSERVED   CGS
 JU2762
 JU2762                          STATION DESCRIPTION
 JU2762
 JU2762'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2818 ***********************************************************************
 JU2818  DESIGNATION -  LITTLE EGG WATERWAY LT 88
 JU2818  PID         -  JU2818
 JU2818  STATE/COUNTY-  NJ/ATLANTIC
 JU2818  USGS QUAD   -  OCEANVILLE (1989)
 JU2818
 JU2818                         *CURRENT SURVEY CONTROL
 JU2818  ___________________________________________________________________
 JU2818* NAD 83(1996)-  39 28 25.50768(N)    074 23 15.05593(W)     ADJUSTED  
 JU2818* NAVD 88     -                                                        
 JU2818  ___________________________________________________________________
 JU2818  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 JU2818  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JU2818
 JU2818  HORZ ORDER  -  THIRD
 JU2818
 JU2818.The horizontal coordinates were established by classical geodetic methods
 JU2818.and adjusted by the National Geodetic Survey in September 1999..
 JU2818
 JU2818
 JU2818.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2818
 JU2818.The geoid height was determined by GEOID03.
 JU2818
 JU2818;                    North         East     Units Scale Factor Converg.
 JU2818;SPC NJ       -    71,097.210   159,677.845   MT  0.99990115   +0 04 17.4
 JU2818;SPC NJ       -   233,258.10    523,876.40   sFT  0.99990115   +0 04 17.4
 JU2818;UTM  18      - 4,369,530.518   552,680.807   MT  0.99963417   +0 23 21.8
 JU2818
 JU2818                          SUPERSEDED SURVEY CONTROL
 JU2818
 JU2818  NAD 83(1986)-  39 28 25.49961(N)    074 23 15.04848(W) AD(       ) 4
 JU2818  NAD 27      -  39 28 25.07000(N)    074 23 16.52000(W) AD(       ) 3
 JU2818
 JU2818.Superseded values are not recommended for survey control.
 JU2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2818.See file dsdata.txt to determine how the superseded data were derived.
 JU2818
 JU2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5268169531(NAD 83)
 JU2818_MARKER: 14 = NAVIGATION LIGHT
 JU2818
 JU2818  HISTORY     - Date     Condition        Report By
 JU2818  HISTORY     - 1950     FIRST OBSERVED   CGS
 JU2818
 JU2818                          STATION DESCRIPTION
 JU2818
 JU2818'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2819 ***********************************************************************
 JU2819  DESIGNATION -  LITTLE EGG WATERWAY LT 82
 JU2819  PID         -  JU2819
 JU2819  STATE/COUNTY-  NJ/ATLANTIC
 JU2819  USGS QUAD   -  OCEANVILLE (1989)
 JU2819
 JU2819                         *CURRENT SURVEY CONTROL
 JU2819  ___________________________________________________________________
 JU2819* NAD 83(1996)-  39 29 55.43654(N)    074 22 52.23445(W)     ADJUSTED  
 JU2819* NAVD 88     -                                                        
 JU2819  ___________________________________________________________________
 JU2819  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 JU2819  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JU2819
 JU2819  HORZ ORDER  -  THIRD
 JU2819
 JU2819.The horizontal coordinates were established by classical geodetic methods
 JU2819.and adjusted by the National Geodetic Survey in September 1999..
 JU2819
 JU2819
 JU2819.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2819
 JU2819.The geoid height was determined by GEOID03.
 JU2819
 JU2819;                    North         East     Units Scale Factor Converg.
 JU2819;SPC NJ       -    73,871.059   160,219.603   MT  0.99990129   +0 04 32.1
 JU2819;SPC NJ       -   242,358.63    525,653.81   sFT  0.99990129   +0 04 32.1
 JU2819;UTM  18      - 4,372,306.590   553,207.023   MT  0.99963485   +0 23 37.0
 JU2819
 JU2819                          SUPERSEDED SURVEY CONTROL
 JU2819
 JU2819  NAD 83(1986)-  39 29 55.42895(N)    074 22 52.22691(W) AD(       ) 4
 JU2819  NAD 27      -  39 29 55.00400(N)    074 22 53.69900(W) AD(       ) 3
 JU2819
 JU2819.Superseded values are not recommended for survey control.
 JU2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2819.See file dsdata.txt to determine how the superseded data were derived.
 JU2819
 JU2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5320772307(NAD 83)
 JU2819_MARKER: 14 = NAVIGATION LIGHT
 JU2819
 JU2819  HISTORY     - Date     Condition        Report By
 JU2819  HISTORY     - 1950     FIRST OBSERVED   CGS
 JU2819
 JU2819                          STATION DESCRIPTION
 JU2819
 JU2819'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3985 ***********************************************************************
 KV3985  DESIGNATION -  LITTLE FERRY ERIE RR TERM STK
 KV3985  PID         -  KV3985
 KV3985  STATE/COUNTY-  NJ/BERGEN
 KV3985  USGS QUAD   -  WEEHAWKEN (1995)
 KV3985
 KV3985                         *CURRENT SURVEY CONTROL
 KV3985  ___________________________________________________________________
 KV3985* NAD 83(1996)-  40 50 21.89699(N)    074 01 42.71630(W)     ADJUSTED  
 KV3985* NAVD 88     -                                                        
 KV3985  ___________________________________________________________________
 KV3985  LAPLACE CORR-           7.74  (seconds)                    DEFLEC99
 KV3985  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV3985
 KV3985  HORZ ORDER  -  THIRD
 KV3985
 KV3985.The horizontal coordinates were established by classical geodetic methods
 KV3985.and adjusted by the National Geodetic Survey in September 1999..
 KV3985
 KV3985
 KV3985.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3985
 KV3985.The geoid height was determined by GEOID03.
 KV3985
 KV3985;                    North         East     Units Scale Factor Converg.
 KV3985;SPC NJ       -   222,823.072   189,759.229   MT  0.99991945   +0 18 29.9
 KV3985;SPC NJ       -   731,045.36    622,568.40   sFT  0.99991945   +0 18 29.9
 KV3985;SPC NY L     -    74,706.770   297,593.625   MT  0.99999492   -0 01 07.2
 KV3985;SPC NY L     -   245,100.46    976,355.08   sFT  0.99999492   -0 01 07.2
 KV3985;UTM  18      - 4,521,385.015   581,900.469   MT  0.99968256   +0 38 07.1
 KV3985
 KV3985                          SUPERSEDED SURVEY CONTROL
 KV3985
 KV3985  NAD 83(1996)-  40 50 21.89683(N)    074 01 42.71639(W) AD(       ) 4
 KV3985  NAD 83(1996)-  40 50 21.89538(N)    074 01 42.71792(W) AD(       ) 4
 KV3985  NAD 83(1992)-  40 50 21.89429(N)    074 01 42.71853(W) AD(       ) 4
 KV3985  NAD 83(1986)-  40 50 21.90034(N)    074 01 42.71334(W) AD(       ) 4
 KV3985  NAD 27      -  40 50 21.53700(N)    074 01 44.21500(W) AD(       ) 3
 KV3985
 KV3985.Superseded values are not recommended for survey control.
 KV3985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3985.See file dsdata.txt to determine how the superseded data were derived.
 KV3985
 KV3985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8190021385(NAD 83)
 KV3985_MARKER: 63 = STACK
 KV3985
 KV3985  HISTORY     - Date     Condition        Report By
 KV3985  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3985  HISTORY     - 1950     GOOD             CGS
 KV3985
 KV3985                          STATION DESCRIPTION
 KV3985
 KV3985'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3985'THE STACK ON THE E SIDE OF THE HACKENSACK RIVER, IN LITTLE FERRY
 KV3985'APPROXIMATELY 1/2 MILE S OF THE LITTLE FERRY RAILROAD STATION, IN
 KV3985'THE LITTLE FERRY TERMINAL OF THE ERIE RAILROAD (NEW YORK,
 KV3985'SUSQUEHANNA AND WESTERN DIVISION), RISING NEAR THE SW CORNER OF
 KV3985'THE ROOF OF THE POWER HOUSE (ONE OF MANY WOOD AND TILE BUILDINGS).
 KV3985'IT IS A BLACK, STEEL STACK, THE ONLY ONE IN THE NEAR VICINITY.
 KV3985'
 KV3985'THE STATION IS THE STACK-TOP, APPROXIMATELY 75 FEET ABOVE GROUND.
 KV3985
 KV3985                          STATION RECOVERY (1950)
 KV3985
 KV3985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HJB)
 KV3985'STATION WAS RECOVERED IN EXCELLENT CONDITION.  THE DESCRIPTION IS
 KV3985'ADEQUATE.  THIS STATION WAS NOT ACTUALLY VISITED BUT IT IS THE
 KV3985'ONLY STACK AT THE TERMINAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4004 ***********************************************************************
 KV4004  DESIGNATION -  LITTLE FERRY FREI YDS N LT TWR
 KV4004  PID         -  KV4004
 KV4004  STATE/COUNTY-  NJ/BERGEN
 KV4004  USGS QUAD   -  WEEHAWKEN (1995)
 KV4004
 KV4004                         *CURRENT SURVEY CONTROL
 KV4004  ___________________________________________________________________
 KV4004* NAD 83(1996)-  40 49 50.02943(N)    074 01 29.65110(W)     ADJUSTED  
 KV4004* NAVD 88     -                                                        
 KV4004  ___________________________________________________________________
 KV4004  LAPLACE CORR-           7.74  (seconds)                    DEFLEC99
 KV4004  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KV4004
 KV4004  HORZ ORDER  -  THIRD
 KV4004
 KV4004.The horizontal coordinates were established by classical geodetic methods
 KV4004.and adjusted by the National Geodetic Survey in September 1999..
 KV4004
 KV4004
 KV4004.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4004
 KV4004.The geoid height was determined by GEOID03.
 KV4004
 KV4004;                    North         East     Units Scale Factor Converg.
 KV4004;SPC NJ       -   221,841.787   190,070.614   MT  0.99991976   +0 18 38.3
 KV4004;SPC NJ       -   727,825.93    623,590.01   sFT  0.99991976   +0 18 38.3
 KV4004;SPC NY L     -    73,723.650   297,899.429   MT  0.99999496   -0 00 58.6
 KV4004;SPC NY L     -   241,875.01    977,358.38   sFT  0.99999496   -0 00 58.6
 KV4004;UTM  18      - 4,520,405.755   582,217.375   MT  0.99968320   +0 38 15.3
 KV4004
 KV4004                          SUPERSEDED SURVEY CONTROL
 KV4004
 KV4004  NAD 83(1996)-  40 49 50.02926(N)    074 01 29.65122(W) AD(       ) 4
 KV4004  NAD 83(1996)-  40 49 50.02781(N)    074 01 29.65286(W) AD(       ) 4
 KV4004  NAD 83(1992)-  40 49 50.02686(N)    074 01 29.65350(W) AD(       ) 4
 KV4004  NAD 83(1986)-  40 49 50.03193(N)    074 01 29.64792(W) AD(       ) 4
 KV4004  NAD 27      -  40 49 49.66900(N)    074 01 31.14900(W) AD(       ) 3
 KV4004
 KV4004.Superseded values are not recommended for survey control.
 KV4004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4004.See file dsdata.txt to determine how the superseded data were derived.
 KV4004
 KV4004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8221720406(NAD 83)
 KV4004_MARKER: 55 = TOWER
 KV4004
 KV4004  HISTORY     - Date     Condition        Report By
 KV4004  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4004
 KV4004                          STATION DESCRIPTION
 KV4004
 KV4004'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4004'THIS STATION IS THE NORTHERLY OF TWO FLOODLIGHT TOWERS, E OF THE
 KV4004'HACKENSACK RIVER, IN LITTLE FERRY APPROXIMATELY 3/4 MILE S OF THE
 KV4004'LITTLE FERRY RAILROAD STATION IN THE LITTLE FERRY FREIGHT AND COAL
 KV4004'YARDS BETWEEN THE ERIE RAILROAD AND NEW YORK CENTRAL TRACKS,
 KV4004'RISING FROM THE GROUND APPROXIMATELY 800 FEET N OF A SIMILAR
 KV4004'TOWER.  IT IS A HIGH SHAFT OF LATTICE-STEEL SUPPORTING A
 KV4004'RECTANGULAR PLATFORM MOUNTING FLOOD AND BEACON LIGHTS.  THERE
 KV4004'ARE NO OTHER TOWERS OF LIKE DESCRIPTION ALONG THE HACKENSACK
 KV4004'RIVER N OF JERSEY CITY.
 KV4004'
 KV4004'THE STATION IS THE SHAFT-CENTER JUST BELOW THE RECTANGULAR
 KV4004'PLATFORM, APPROXIMATELY 125 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4028 ***********************************************************************
 KV4028  DESIGNATION -  LITTLE FERRY FREI YDS S LT TWR
 KV4028  PID         -  KV4028
 KV4028  STATE/COUNTY-  NJ/BERGEN
 KV4028  USGS QUAD   -  WEEHAWKEN (1995)
 KV4028
 KV4028                         *CURRENT SURVEY CONTROL
 KV4028  ___________________________________________________________________
 KV4028* NAD 83(1996)-  40 49 40.50283(N)    074 01 28.95410(W)     ADJUSTED  
 KV4028* NAVD 88     -                                                        
 KV4028  ___________________________________________________________________
 KV4028  LAPLACE CORR-           7.72  (seconds)                    DEFLEC99
 KV4028  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KV4028
 KV4028  HORZ ORDER  -  THIRD
 KV4028
 KV4028.The horizontal coordinates were established by classical geodetic methods
 KV4028.and adjusted by the National Geodetic Survey in September 1999..
 KV4028
 KV4028
 KV4028.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4028
 KV4028.The geoid height was determined by GEOID03.
 KV4028
 KV4028;                    North         East     Units Scale Factor Converg.
 KV4028;SPC NJ       -   221,548.032   190,088.538   MT  0.99991977   +0 18 38.7
 KV4028;SPC NJ       -   726,862.17    623,648.81   sFT  0.99991977   +0 18 38.7
 KV4028;SPC NY L     -    73,429.776   297,915.677   MT  0.99999497   -0 00 58.2
 KV4028;SPC NY L     -   240,910.86    977,411.68   sFT  0.99999497   -0 00 58.2
 KV4028;UTM  18      - 4,520,112.177   582,236.969   MT  0.99968324   +0 38 15.6
 KV4028
 KV4028                          SUPERSEDED SURVEY CONTROL
 KV4028
 KV4028  NAD 83(1996)-  40 49 40.50266(N)    074 01 28.95422(W) AD(       ) 4
 KV4028  NAD 83(1996)-  40 49 40.50122(N)    074 01 28.95588(W) AD(       ) 4
 KV4028  NAD 83(1992)-  40 49 40.50028(N)    074 01 28.95652(W) AD(       ) 4
 KV4028  NAD 83(1986)-  40 49 40.50515(N)    074 01 28.95101(W) AD(       ) 4
 KV4028  NAD 27      -  40 49 40.14200(N)    074 01 30.45200(W) AD(       ) 3
 KV4028
 KV4028.Superseded values are not recommended for survey control.
 KV4028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4028.See file dsdata.txt to determine how the superseded data were derived.
 KV4028
 KV4028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8223720112(NAD 83)
 KV4028_MARKER: 55 = TOWER
 KV4028
 KV4028  HISTORY     - Date     Condition        Report By
 KV4028  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4028
 KV4028                          STATION DESCRIPTION
 KV4028
 KV4028'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4028'THE STATION IS THE SOUTHERLY OF TWO FLOODLIGHT TOWERS, E OF THE
 KV4028'HACKENSACK RIVER, IN LITTLE FERRY APPROXIMATELY 1 MILE S OF THE
 KV4028'LITTLE FERRY RAILROAD STATION IN THE LITTLE FERRY FREIGHT AND
 KV4028'COAL YARDS BETWEEN THE ERIE RAILROAD AND THE NEW YORK CENTRAL
 KV4028'RAILROAD TRACKS, RISING FROM THE GROUND APPROXIMATELY 800 FEET
 KV4028'S OF A SIMILAR TOWER.  IT IS A HIGH SHAFT OF LATTICE-STEEL
 KV4028'SUPPORTING A RECTANGULAR PLATFORM MOUNTING FLOOD AND BEACON
 KV4028'LIGHTS.  THERE ARE NO OTHER TOWERS OF LIKE DESCRIPTION ALONG
 KV4028'THE HACKENSACK RIVER N OF JERSEY CITY.
 KV4028'
 KV4028'THE STATION IS THE SHAFT-CENTER JUST BELOW THE RECTANGULAR
 KV4028'PLATFORM, APPROXIMATELY 125 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3972 ***********************************************************************
 KV3972  DESIGNATION -  LITTLE FERRY GE MET WKS CHIM
 KV3972  PID         -  KV3972
 KV3972  STATE/COUNTY-  NJ/BERGEN
 KV3972  USGS QUAD   -  WEEHAWKEN (1995)
 KV3972
 KV3972                         *CURRENT SURVEY CONTROL
 KV3972  ___________________________________________________________________
 KV3972* NAD 83(1996)-  40 50 43.06791(N)    074 01 57.09384(W)     ADJUSTED  
 KV3972* NAVD 88     -                                                        
 KV3972  ___________________________________________________________________
 KV3972  LAPLACE CORR-           7.71  (seconds)                    DEFLEC99
 KV3972  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KV3972
 KV3972  HORZ ORDER  -  THIRD
 KV3972
 KV3972.The horizontal coordinates were established by classical geodetic methods
 KV3972.and adjusted by the National Geodetic Survey in September 1999..
 KV3972
 KV3972
 KV3972.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3972
 KV3972.The geoid height was determined by GEOID03.
 KV3972
 KV3972;                    North         East     Units Scale Factor Converg.
 KV3972;SPC NJ       -   223,474.275   189,418.946   MT  0.99991912   +0 18 20.7
 KV3972;SPC NJ       -   733,181.85    621,451.99   sFT  0.99991912   +0 18 20.7
 KV3972;SPC NY L     -    75,359.953   297,257.039   MT  0.99999490   -0 01 16.6
 KV3972;SPC NY L     -   247,243.45    975,250.80   sFT  0.99999490   -0 01 16.6
 KV3972;UTM  18      - 4,522,034.111   581,556.557   MT  0.99968187   +0 37 58.0
 KV3972
 KV3972                          SUPERSEDED SURVEY CONTROL
 KV3972
 KV3972  NAD 83(1996)-  40 50 43.06779(N)    074 01 57.09392(W) AD(       ) 4
 KV3972  NAD 83(1996)-  40 50 43.06654(N)    074 01 57.09546(W) AD(       ) 4
 KV3972  NAD 83(1992)-  40 50 43.06516(N)    074 01 57.09602(W) AD(       ) 4
 KV3972  NAD 83(1986)-  40 50 43.07212(N)    074 01 57.09112(W) AD(       ) 4
 KV3972  NAD 27      -  40 50 42.70900(N)    074 01 58.59200(W) AD(       ) 3
 KV3972
 KV3972.Superseded values are not recommended for survey control.
 KV3972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3972.See file dsdata.txt to determine how the superseded data were derived.
 KV3972
 KV3972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8155722034(NAD 83)
 KV3972_MARKER: 85 = CHIMNEY
 KV3972
 KV3972  HISTORY     - Date     Condition        Report By
 KV3972  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3972
 KV3972                          STATION DESCRIPTION
 KV3972
 KV3972'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3972'THE SQUARE CHIMNEY ON THE W BANK OF THE HACKENSACK RIVER, IN LITTLE
 KV3972'FERRY AT THE S END OF TREPTOW STREET OFF WASHINGTON AVENUE, IN THE
 KV3972'PLANT OF THE GENERAL ELECTRIC COMPANYS LITTLE FERRY METAL WORKS,
 KV3972'RISING FROM THE GROUND IN THE NW ELL OF THE ENGINE ROOM (THE
 KV3972'NORTHERMOST BUILDING IN THE PLANT).  IT IS A SQUARE BRICK CHIMNEY
 KV3972'HAVING A LARGE SQUARE BELL-LIKE TOP.
 KV3972'
 KV3972'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 60 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3974 ***********************************************************************
 KV3974  DESIGNATION -  LITTLE FERRY MEHRHOF CO CHIM
 KV3974  PID         -  KV3974
 KV3974  STATE/COUNTY-  NJ/BERGEN
 KV3974  USGS QUAD   -  WEEHAWKEN (1995)
 KV3974
 KV3974                         *CURRENT SURVEY CONTROL
 KV3974  ___________________________________________________________________
 KV3974* NAD 83(1996)-  40 50 36.58108(N)    074 01 55.56920(W)     ADJUSTED  
 KV3974* NAVD 88     -                                                        
 KV3974  ___________________________________________________________________
 KV3974  LAPLACE CORR-           7.71  (seconds)                    DEFLEC99
 KV3974  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KV3974
 KV3974  HORZ ORDER  -  THIRD
 KV3974
 KV3974.The horizontal coordinates were established by classical geodetic methods
 KV3974.and adjusted by the National Geodetic Survey in September 1999..
 KV3974
 KV3974
 KV3974.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3974
 KV3974.The geoid height was determined by GEOID03.
 KV3974
 KV3974;                    North         East     Units Scale Factor Converg.
 KV3974;SPC NJ       -   223,274.382   189,455.727   MT  0.99991915   +0 18 21.6
 KV3974;SPC NJ       -   732,526.03    621,572.66   sFT  0.99991915   +0 18 21.6
 KV3974;SPC NY L     -    75,159.839   297,292.681   MT  0.99999491   -0 01 15.6
 KV3974;SPC NY L     -   246,586.91    975,367.74   sFT  0.99999491   -0 01 15.6
 KV3974;UTM  18      - 4,521,834.479   581,594.469   MT  0.99968194   +0 37 58.9
 KV3974
 KV3974                          SUPERSEDED SURVEY CONTROL
 KV3974
 KV3974  NAD 83(1996)-  40 50 36.58093(N)    074 01 55.56929(W) AD(       ) 4
 KV3974  NAD 83(1996)-  40 50 36.57952(N)    074 01 55.57089(W) AD(       ) 4
 KV3974  NAD 83(1992)-  40 50 36.57826(N)    074 01 55.57144(W) AD(       ) 4
 KV3974  NAD 83(1986)-  40 50 36.58503(N)    074 01 55.56647(W) AD(       ) 4
 KV3974  NAD 27      -  40 50 36.22200(N)    074 01 57.06800(W) AD(       ) 3
 KV3974
 KV3974.Superseded values are not recommended for survey control.
 KV3974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3974.See file dsdata.txt to determine how the superseded data were derived.
 KV3974
 KV3974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8159421834(NAD 83)
 KV3974_MARKER: 85 = CHIMNEY
 KV3974
 KV3974  HISTORY     - Date     Condition        Report By
 KV3974  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3974
 KV3974                          STATION DESCRIPTION
 KV3974
 KV3974'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3974'THE SQUARE CHIMNEY ON THE W SIDE OF THE HACKENSACK RIVER, IN LITTLE
 KV3974'FERRY ON THE E SIDE OF PIT ROAD, IN THE N. MEHRHOF AND COMPANYS
 KV3974'BRICKYARD, RISING FROM THE GROUND S OF THE SMALL RED BRICK POWER
 KV3974'HOUSE.  IT IS A SQUARE, RED BRICK CHIMNEY HAVING A VERY SMALL TOP.
 KV3974'
 KV3974'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 60 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5075 ***********************************************************************
 KV5075  DESIGNATION -  LITTLE SILVER
 KV5075  PID         -  KV5075
 KV5075  STATE/COUNTY-  NJ/MONMOUTH
 KV5075  USGS QUAD   -  LONG BRANCH (1981)
 KV5075
 KV5075                         *CURRENT SURVEY CONTROL
 KV5075  ___________________________________________________________________
 KV5075* NAD 83(1996)-  40 20 13.30303(N)    074 00 47.73312(W)     ADJUSTED  
 KV5075* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 KV5075  ___________________________________________________________________
 KV5075  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 KV5075  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KV5075
 KV5075  HORZ ORDER  -  THIRD
 KV5075
 KV5075.The horizontal coordinates were established by classical geodetic methods
 KV5075.and adjusted by the National Geodetic Survey in September 1999..
 KV5075
 KV5075.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5075
 KV5075.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5075
 KV5075.The geoid height was determined by GEOID03.
 KV5075
 KV5075;                    North         East     Units Scale Factor Converg.
 KV5075;SPC NJ       -   167,047.312   191,355.552   MT  0.99992105   +0 18 54.2
 KV5075;SPC NJ       -   548,054.39    627,805.67   sFT  0.99992105   +0 18 54.2
 KV5075;UTM  18      - 4,465,632.365   583,813.023   MT  0.99968647   +0 38 19.5
 KV5075
 KV5075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5075!SPC NJ       -   1.00000482  x   0.99992105  =   0.99992587
 KV5075!UTM  18      -   1.00000482  x   0.99968647  =   0.99969129
 KV5075
 KV5075:                Primary Azimuth Mark                     Grid Az
 KV5075:SPC NJ       -  RUMSON HOLY CROSS SPIRE                  039 54 40.8
 KV5075:UTM  18      -  RUMSON HOLY CROSS SPIRE                  039 35 15.5
 KV5075
 KV5075|---------------------------------------------------------------------|
 KV5075| PID    Reference Object                     Distance      Geod. Az  |
 KV5075|                                                           dddmmss.s |
 KV5075| KU2779 RUMSON HOLY CROSS SPIRE             APPROX. 4.3 KM 0401335.0 |
 KV5075| KU0852 RACOON                              APPROX. 1.5 KM 1001430.0 |
 KV5075|---------------------------------------------------------------------|
 KV5075
 KV5075                          SUPERSEDED SURVEY CONTROL
 KV5075
 KV5075  NAD 83(1986)-  40 20 13.30046(N)    074 00 47.72767(W) AD(       ) 3
 KV5075  NAD 27      -  40 20 12.90523(N)    074 00 49.23186(W) AD(       ) 3
 KV5075  NGVD 29 (07/19/86)    2.2    (m)            7.     (f) VERT ANG       
 KV5075
 KV5075.Superseded values are not recommended for survey control.
 KV5075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5075.See file dsdata.txt to determine how the superseded data were derived.
 KV5075
 KV5075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8381365632(NAD 83)
 KV5075_MARKER: DD = SURVEY DISK
 KV5075_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV5075_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5075_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5075+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2001
 KV5075
 KV5075  HISTORY     - Date     Condition        Report By
 KV5075  HISTORY     - 1981     MONUMENTED       NJBCN
 KV5075  HISTORY     - 1982     GOOD             NOS
 KV5075  HISTORY     - 19920807 MARK NOT FOUND   USPSQD
 KV5075  HISTORY     - 20010824 GOOD             USPSQD
 KV5075
 KV5075                          STATION DESCRIPTION
 KV5075
 KV5075'DESCRIBED BY NJ BOARD OF COMMERCE 1981 (RHH)
 KV5075'THE STATION IS LOCATED IN THE MOST EASTERLY PART OF
 KV5075'LITTLE SILVER POINT, JUST EAST OF THE COMMUNITY OF
 KV5075'LITTLE SILVER.
 KV5075'
 KV5075'TO REACH THE STATION FROM THE NORTHERN MOST END OF
 KV5075'THE GOOSENECK BRIDGE, SEVEN BRIDGES ROAD, OVER THE
 KV5075'SHREWSBURY RIVER, PROCEED NNW ON SEVEN BRIDGES ROAD
 KV5075'FOR 1.3 KM (0.8 MILE) TO LITTLE SILVER POINT ROAD. TURN RIGHT
 KV5075'AND PROCEED EAST ON LITTLE SILVER POINT ROAD TO END
 KV5075'OF PAVEMENT, CONTINUE ON A GRAVEL ROAD BORDERED AT
 KV5075'ITS ENTRANCE BY TWO BRICK PILLARS. PROCEED TO END OF
 KV5075'ROAD AND TO LAST HOUSE ON THE RIGHT WHERE PERMISSION
 KV5075'MAY BE OBTAINED TO GAIN ACCESS TO THE STATION.
 KV5075'
 KV5075'THE STATION IS AN UNSTAMPED BRONZE DISK OF THE STATE OF NEW
 KV5075'JERSEY, BOARD OF COMMERCE AND NAVIGATION SET IN CONCRETE
 KV5075'IN THE TOP OF A SIX INCH DIAMETER TILE
 KV5075'PIPE WHICH PROJECTS 30 CM ABOVE GROUND LEVEL
 KV5075'IT IS LOCATED
 KV5075'4.43 METERS (14.53 FT) NORTH FROM THE SOUTH EDGE OF THE WOODEN
 KV5075'BULKHEAD
 KV5075'3.15 METERS (10.33 FT) WEST FROM THE EAST EDGE OF THE WOODEN
 KV5075'BULKHEAD
 KV5075'1.43 METERS (4.69 FT) EAST FROM THE EAST EDGE OF THE BRICK FENCE
 KV5075'
 KV5075'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.39 METERS.
 KV5075
 KV5075                          STATION RECOVERY (1982)
 KV5075
 KV5075'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 KV5075'RECOVERED AS DESCRIBED.
 KV5075'
 KV5075'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.22 METERS.
 KV5075'RECOVERED BY J. DUNFORD.
 KV5075
 KV5075                          STATION RECOVERY (1992)
 KV5075
 KV5075'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5075'MARK NOT FOUND.
 KV5075
 KV5075                          STATION RECOVERY (2001)
 KV5075
 KV5075'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAL)
 KV5075'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5034 ***********************************************************************
 KV5034  DESIGNATION -  LITTLE SILVER DEAN NURSERY STK
 KV5034  PID         -  KV5034
 KV5034  STATE/COUNTY-  NJ/MONMOUTH
 KV5034  USGS QUAD   -  LONG BRANCH (1981)
 KV5034
 KV5034                         *CURRENT SURVEY CONTROL
 KV5034  ___________________________________________________________________
 KV5034* NAD 83(1996)-  40 19 25.74287(N)    074 02 24.92559(W)     ADJUSTED  
 KV5034* NAVD 88     -                                                        
 KV5034  ___________________________________________________________________
 KV5034  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 KV5034  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KV5034
 KV5034  HORZ ORDER  -  THIRD
 KV5034
 KV5034.The horizontal coordinates were established by classical geodetic methods
 KV5034.and adjusted by the National Geodetic Survey in September 1999..
 KV5034
 KV5034
 KV5034.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5034
 KV5034.The geoid height was determined by GEOID03.
 KV5034
 KV5034;                    North         East     Units Scale Factor Converg.
 KV5034;SPC NJ       -   165,568.207   189,069.305   MT  0.99991878   +0 17 51.0
 KV5034;SPC NJ       -   543,201.69    620,304.88   sFT  0.99991878   +0 17 51.0
 KV5034;UTM  18      - 4,464,140.722   581,535.704   MT  0.99968183   +0 37 15.9
 KV5034
 KV5034                          SUPERSEDED SURVEY CONTROL
 KV5034
 KV5034  NAD 83(1986)-  40 19 25.74140(N)    074 02 24.92189(W) AD(       ) 4
 KV5034  NAD 27      -  40 19 25.35200(N)    074 02 26.41900(W) AD(       ) 3
 KV5034
 KV5034.Superseded values are not recommended for survey control.
 KV5034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5034.See file dsdata.txt to determine how the superseded data were derived.
 KV5034
 KV5034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8153664141(NAD 83)
 KV5034_MARKER: 63 = STACK
 KV5034
 KV5034  HISTORY     - Date     Condition        Report By
 KV5034  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5034  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 KV5034
 KV5034                          STATION DESCRIPTION
 KV5034
 KV5034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5034'STATION IS THE CENTER LINE OF THE TOP OF THE 100-FOOT YELLOW
 KV5034'BRICK STACK AT DEANS NURSERY PLANT.
 KV5034'
 KV5034'LOCATED IN LITTLE SILVER ON W SIDE OF OCEANPORT AVENUE 0.2 MILE
 KV5034'N OF PARKERS CREEK.
 KV5034'
 KV5034'REACHED FROM RED BANK VIA BRANCH AVENUE TO OCEANPORT AVENUE
 KV5034'DIRECT TO STATION.
 KV5034
 KV5034                          STATION RECOVERY (1995)
 KV5034
 KV5034'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5033 ***********************************************************************
 KV5033  DESIGNATION -  LITTLE SILVER GOOSENECK BRI LT
 KV5033  PID         -  KV5033
 KV5033  STATE/COUNTY-  NJ/MONMOUTH
 KV5033  USGS QUAD   -  LONG BRANCH (1981)
 KV5033
 KV5033                         *CURRENT SURVEY CONTROL
 KV5033  ___________________________________________________________________
 KV5033* NAD 83(1996)-  40 19 30.69370(N)    074 01 10.18073(W)     ADJUSTED  
 KV5033* NAVD 88     -                                                        
 KV5033  ___________________________________________________________________
 KV5033  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 KV5033  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KV5033
 KV5033  HORZ ORDER  -  THIRD
 KV5033
 KV5033.The horizontal coordinates were established by classical geodetic methods
 KV5033.and adjusted by the National Geodetic Survey in September 1999..
 KV5033
 KV5033
 KV5033.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5033
 KV5033.The geoid height was determined by GEOID03.
 KV5033
 KV5033;                    North         East     Units Scale Factor Converg.
 KV5033;SPC NJ       -   165,730.268   190,832.893   MT  0.99992052   +0 18 39.4
 KV5033;SPC NJ       -   543,733.39    626,090.92   sFT  0.99992052   +0 18 39.4
 KV5033;UTM  18      - 4,464,312.700   583,297.933   MT  0.99968541   +0 38 04.4
 KV5033
 KV5033                          SUPERSEDED SURVEY CONTROL
 KV5033
 KV5033  NAD 83(1986)-  40 19 30.69021(N)    074 01 10.17724(W) AD(       ) 4
 KV5033  NAD 27      -  40 19 30.29500(N)    074 01 11.68200(W) AD(       ) 3
 KV5033
 KV5033.Superseded values are not recommended for survey control.
 KV5033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5033.See file dsdata.txt to determine how the superseded data were derived.
 KV5033
 KV5033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8329864313(NAD 83)
 KV5033_MARKER: 14 = NAVIGATION LIGHT
 KV5033
 KV5033  HISTORY     - Date     Condition        Report By
 KV5033  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5033  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV5033
 KV5033                          STATION DESCRIPTION
 KV5033
 KV5033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5033'STATION IS THE CENTER OF THE SIGNAL LAMP ON TOP OF THE DRAW OF
 KV5033'THE GOOSENECK BRIDGE OVER THE SHREWSBURY RIVER AT NORTH LONG BRANCH.
 KV5033'
 KV5033'REACHED FROM LITTLE SILVER VIA SEVEN RIDGE ROAD DIRECT TO STATION.
 KV5033
 KV5033                          STATION RECOVERY (1989)
 KV5033
 KV5033'RECOVERY NOTE BY US POWER SQUADRON 1989 (UNK)
 KV5033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5029 ***********************************************************************
 KV5029  DESIGNATION -  LITTLE SILVER PONTON WINDMILL
 KV5029  PID         -  KV5029
 KV5029  STATE/COUNTY-  NJ/MONMOUTH
 KV5029  USGS QUAD   -  LONG BRANCH (1981)
 KV5029
 KV5029                         *CURRENT SURVEY CONTROL
 KV5029  ___________________________________________________________________
 KV5029* NAD 83(1996)-  40 20 15.30424(N)    074 01 02.63998(W)     ADJUSTED  
 KV5029* NAVD 88     -                                                        
 KV5029  ___________________________________________________________________
 KV5029  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 KV5029  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KV5029
 KV5029  HORZ ORDER  -  THIRD
 KV5029
 KV5029.The horizontal coordinates were established by classical geodetic methods
 KV5029.and adjusted by the National Geodetic Survey in September 1999..
 KV5029
 KV5029
 KV5029.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5029
 KV5029.The geoid height was determined by GEOID03.
 KV5029
 KV5029;                    North         East     Units Scale Factor Converg.
 KV5029;SPC NJ       -   167,107.106   191,003.395   MT  0.99992069   +0 18 44.6
 KV5029;SPC NJ       -   548,250.56    626,650.31   sFT  0.99992069   +0 18 44.6
 KV5029;UTM  18      - 4,465,690.156   583,460.616   MT  0.99968574   +0 38 09.8
 KV5029
 KV5029                          SUPERSEDED SURVEY CONTROL
 KV5029
 KV5029  NAD 83(1986)-  40 20 15.30251(N)    074 01 02.63723(W) AD(       ) 4
 KV5029  NAD 27      -  40 20 14.91100(N)    074 01 04.14400(W) AD(       ) 3
 KV5029
 KV5029.Superseded values are not recommended for survey control.
 KV5029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5029.See file dsdata.txt to determine how the superseded data were derived.
 KV5029
 KV5029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8346165690(NAD 83)
 KV5029_MARKER: 66 = WINDMILL
 KV5029
 KV5029  HISTORY     - Date     Condition        Report By
 KV5029  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5029  HISTORY     - 19950704 MARK NOT FOUND   USPSQD
 KV5029
 KV5029                          STATION DESCRIPTION
 KV5029
 KV5029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5029'STATION IS THE APEX OF THE STEEL FRAME WORK SUPPORTING THE WHEEL
 KV5029'OF THE WINDMILL ON THE PROPERTY OF WILLIAM PONTON AT LITTLE SILVER.
 KV5029'
 KV5029'LOCATED ON THE W BANK OF SHREWSBURY RIVER ON N SIDE OF LITTLE
 KV5029'SILVER POINT AND 0.3 MILE W OF EXTREME TIP.
 KV5029'
 KV5029'REACHED FROM RED BANK AS FOLLOWS--GO SE ON BRANCH AVENUE TO
 KV5029'RUMSON ROAD, FOLLOW E TO SEVEN RIDGE ROAD, TURN S TO LITTLE
 KV5029'SILVER POINT ROAD, FOLLOW E TO STATION.
 KV5029
 KV5029                          STATION RECOVERY (1995)
 KV5029
 KV5029'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5031 ***********************************************************************
 KV5031  DESIGNATION -  LITTLE SILVER WATER TANK
 KV5031  PID         -  KV5031
 KV5031  STATE/COUNTY-  NJ/MONMOUTH
 KV5031  USGS QUAD   -  LONG BRANCH (1981)
 KV5031
 KV5031                         *CURRENT SURVEY CONTROL
 KV5031  ___________________________________________________________________
 KV5031* NAD 83(1996)-  40 20 11.25008(N)    074 01 09.58261(W)     ADJUSTED  
 KV5031* NAVD 88     -                                                        
 KV5031  ___________________________________________________________________
 KV5031  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 KV5031  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KV5031
 KV5031  HORZ ORDER  -  THIRD
 KV5031
 KV5031.The horizontal coordinates were established by classical geodetic methods
 KV5031.and adjusted by the National Geodetic Survey in September 1999..
 KV5031
 KV5031
 KV5031.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5031
 KV5031.The geoid height was determined by GEOID03.
 KV5031
 KV5031;                    North         East     Units Scale Factor Converg.
 KV5031;SPC NJ       -   166,981.177   190,840.220   MT  0.99992052   +0 18 40.1
 KV5031;SPC NJ       -   547,837.41    626,114.96   sFT  0.99992052   +0 18 40.1
 KV5031;UTM  18      - 4,465,563.337   583,298.194   MT  0.99968541   +0 38 05.3
 KV5031
 KV5031                          SUPERSEDED SURVEY CONTROL
 KV5031
 KV5031  NAD 83(1986)-  40 20 11.24856(N)    074 01 09.58042(W) AD(       ) 4
 KV5031  NAD 27      -  40 20 10.86000(N)    074 01 11.09000(W) AD(       ) 3
 KV5031
 KV5031.Superseded values are not recommended for survey control.
 KV5031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5031.See file dsdata.txt to determine how the superseded data were derived.
 KV5031
 KV5031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8329865563(NAD 83)
 KV5031_MARKER: 51 = TANK
 KV5031
 KV5031  HISTORY     - Date     Condition        Report By
 KV5031  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5031  HISTORY     - 19950704 MARK NOT FOUND   USPSQD
 KV5031
 KV5031                          STATION DESCRIPTION
 KV5031
 KV5031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5031'STATION IS APEX OF THE ROOF OF THE GREEN WOOD TANK ON THE
 KV5031'PROPERTY OF L.O. GETTY AT LITTLE SILVER.
 KV5031'
 KV5031'LOCATION ON W BANK OF SHREWSBURY RIVER ON S SIDE OF LITTLE
 KV5031'SILVER POINT, 0.4 MILE W OF EXTREME TIP OF THE POINT.
 KV5031'
 KV5031'REACHED FROM RED BANK AS FOLLOWS--GO SE ON BRANCH AVENUE TO
 KV5031'RUMSON ROAD, FOLLOW E TO SEVEN RIDGE ROAD, TURN S TO LITTLE
 KV5031'SILVER POINT, FOLLOW E TO STATION.
 KV5031
 KV5031                          STATION RECOVERY (1995)
 KV5031
 KV5031'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF5263 ***********************************************************************
 DF5263  DESIGNATION -  LNAEC G6
 DF5263  PID         -  DF5263
 DF5263  STATE/COUNTY-  NJ/OCEAN
 DF5263  USGS QUAD   -  LAKEHURST (1971)
 DF5263
 DF5263                         *CURRENT SURVEY CONTROL
 DF5263  ___________________________________________________________________
 DF5263* NAD 83(1996)-  40 01 19.16157(N)    074 18 33.21894(W)     ADJUSTED  
 DF5263* NAVD 88     -        22.3    (meters)      73.     (feet)  GPS OBS   
 DF5263  ___________________________________________________________________
 DF5263  X           -   1,322,783.553 (meters)                     COMP
 DF5263  Y           -  -4,708,863.360 (meters)                     COMP
 DF5263  Z           -   4,079,848.872 (meters)                     COMP
 DF5263  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 DF5263  ELLIP HEIGHT-         -10.51  (meters)          (04/17/03) GPS OBS
 DF5263  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 DF5263
 DF5263  HORZ ORDER  -  FIRST
 DF5263  ELLP ORDER  -  THIRD     CLASS I
 DF5263
 DF5263.The horizontal coordinates were established by GPS observations
 DF5263.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 DF5263
 DF5263.The orthometric height was determined by GPS observations and a
 DF5263.high-resolution geoid model.
 DF5263
 DF5263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5263
 DF5263.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5263
 DF5263.The ellipsoidal height was determined by GPS observations
 DF5263.and is referenced to NAD 83.
 DF5263
 DF5263.The geoid height was determined by GEOID03.
 DF5263
 DF5263;                    North         East     Units Scale Factor Converg.
 DF5263;SPC NJ       -   131,973.179   166,283.951   MT  0.99990326   +0 07 21.7
 DF5263;SPC NJ       -   432,982.00    545,549.93   sFT  0.99990326   +0 07 21.7
 DF5263;UTM  18      - 4,430,426.336   558,945.466   MT  0.99964277   +0 26 39.2
 DF5263
 DF5263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5263!SPC NJ       -   1.00000165  x   0.99990326  =   0.99990491
 DF5263!UTM  18      -   1.00000165  x   0.99964277  =   0.99964442
 DF5263
 DF5263                          SUPERSEDED SURVEY CONTROL
 DF5263
 DF5263.No superseded survey control is available for this station.
 DF5263
 DF5263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5894530426(NAD 83)
 DF5263_MARKER: DD = SURVEY DISK
 DF5263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5263_STAMPING: G6 8639.905 7167.512 74.389
 DF5263_MARK LOGO: USN   
 DF5263_PROJECTION: PROJECTING 10 CENTIMETERS
 DF5263_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5263+STABILITY: SURFACE MOTION
 DF5263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5263+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DF5263
 DF5263  HISTORY     - Date     Condition        Report By
 DF5263  HISTORY     - 2000     MONUMENTED       NJGS
 DF5263  HISTORY     - 20020202 GOOD             NJGS
 DF5263
 DF5263                          STATION DESCRIPTION
 DF5263
 DF5263'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DF5263'THE STATION IS LOCATED IN MANCHESTER TOWNSHIP ON THE WEST SIDE OF HOPE
 DF5263'CHAPEL ROAD,
 DF5263'COUNTY ROAD 547, ON THE GROUNDS OF THE LAKEHURST NAVAL AIR WARFARE
 DF5263'CENTER, AIRCRAFT
 DF5263'DIVISION.  TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROUTES
 DF5263'547 AND 571, GO
 DF5263'SOUTH ON COUNTY ROAD 547 FOR 1.1 MI TO THE STATION ON THE RIGHT,
 DF5263'PROJECTING ABOUT 0.1 M
 DF5263'ABOVE THE GROUND.  THE STATION IS ALSO ABOUT 0.3 MI SOUTH OF THE MAIN
 DF5263'ENTRANCE LEADING
 DF5263'INTO THE NAVAL BASE AND ABOUT 0.05 MI NORTH OF THE COMMERCIAL ENTRANCE
 DF5263'LEADING INTO
 DF5263'THE NAVAL BASE.  THE STATION IS22.5 M EAST FROM AND NORMAL TO AN 8 FT
 DF5263'HIGH CHAIN LINK
 DF5263'FENCE, 0.8 M EAST FROM A METAL WITNESS POST, AND 8.5 M WEST FROM THE
 DF5263'WEST EDGE OF PAVING
 DF5263'OF COUNTY ROUTE 547.
 DF5263'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5096 ***********************************************************************
 KV5096  DESIGNATION -  LOCKPORT AERO MARINE TANK
 KV5096  PID         -  KV5096
 KV5096  STATE/COUNTY-  NJ/MONMOUTH
 KV5096  USGS QUAD   -  KEYPORT (1977)
 KV5096
 KV5096                         *CURRENT SURVEY CONTROL
 KV5096  ___________________________________________________________________
 KV5096* NAD 83(1996)-  40 26 31.38510(N)    074 11 25.62444(W)     ADJUSTED  
 KV5096* NAVD 88     -                                                        
 KV5096  ___________________________________________________________________
 KV5096  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 KV5096  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV5096
 KV5096  HORZ ORDER  -  THIRD
 KV5096
 KV5096.The horizontal coordinates were established by classical geodetic methods
 KV5096.and adjusted by the National Geodetic Survey in September 1999..
 KV5096
 KV5096
 KV5096.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5096
 KV5096.The geoid height was determined by GEOID03.
 KV5096
 KV5096;                    North         East     Units Scale Factor Converg.
 KV5096;SPC NJ       -   178,640.410   176,259.716   MT  0.99990849   +0 12 02.9
 KV5096;SPC NJ       -   586,089.41    578,278.75   sFT  0.99990849   +0 12 02.9
 KV5096;UTM  18      - 4,477,137.119   568,655.545   MT  0.99965802   +0 31 30.6
 KV5096
 KV5096                          SUPERSEDED SURVEY CONTROL
 KV5096
 KV5096  NAD 83(1996)-  40 26 31.38442(N)    074 11 25.62360(W) AD(       ) 4
 KV5096  NAD 83(1986)-  40 26 31.38514(N)    074 11 25.62168(W) AD(       ) 4
 KV5096  NAD 27      -  40 26 30.99400(N)    074 11 27.10600(W) AD(       ) 3
 KV5096
 KV5096.Superseded values are not recommended for survey control.
 KV5096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5096.See file dsdata.txt to determine how the superseded data were derived.
 KV5096
 KV5096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6865677137(NAD 83)
 KV5096_MARKER: 53 = ELEVATED TANK
 KV5096
 KV5096  HISTORY     - Date     Condition        Report By
 KV5096  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV5096
 KV5096                          STATION DESCRIPTION
 KV5096
 KV5096'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5096'STATION IS THE PROMINENT TANK OF THE AERO-MARINE PLANE AND
 KV5096'MOTOR CO., LOCATED ON THE CORNER OF WALNUT AND LOCUST STREETS.
 KV5096'
 KV5096'IT IS AN ORDINARY CONICAL-TOP, BLACK, IRON TYPE, SURMOUNTING
 KV5096'A SPIDER SUPPORTING STRUCTURE.
 KV5096'
 KV5096'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 100 FEET
 KV5096'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4953 ***********************************************************************
 KV4953  DESIGNATION -  LOCUST
 KV4953  PID         -  KV4953
 KV4953  STATE/COUNTY-  NJ/MONMOUTH
 KV4953  USGS QUAD   -  SANDY HOOK (1981)
 KV4953
 KV4953                         *CURRENT SURVEY CONTROL
 KV4953  ___________________________________________________________________
 KV4953* NAD 83(1996)-  40 23 02.41080(N)    074 01 00.09296(W)     ADJUSTED  
 KV4953* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4953  ___________________________________________________________________
 KV4953  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 KV4953  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KV4953
 KV4953  HORZ ORDER  -  THIRD
 KV4953
 KV4953.The horizontal coordinates were established by classical geodetic methods
 KV4953.and adjusted by the National Geodetic Survey in September 1999..
 KV4953
 KV4953.The orthometric height was scaled from a topographic map.
 KV4953
 KV4953.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4953
 KV4953.The geoid height was determined by GEOID03.
 KV4953
 KV4953;                    North         East     Units Scale Factor Converg.
 KV4953;SPC NJ       -   172,261.331   191,035.352   MT  0.99992072   +0 18 47.3
 KV4953;SPC NJ       -   565,160.72    626,755.15   sFT  0.99992072   +0 18 47.3
 KV4953;UTM  18      - 4,470,843.268   583,463.442   MT  0.99968575   +0 38 13.7
 KV4953
 KV4953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4953!SPC NJ       -   1.00000500  x   0.99992072  =   0.99992571
 KV4953!UTM  18      -   1.00000500  x   0.99968575  =   0.99969074
 KV4953
 KV4953:                Primary Azimuth Mark                     Grid Az
 KV4953:SPC NJ       -  SEABRIGHT                                101 45 49.5
 KV4953:UTM  18      -  SEABRIGHT                                101 26 23.1
 KV4953
 KV4953|---------------------------------------------------------------------|
 KV4953| PID    Reference Object                     Distance      Geod. Az  |
 KV4953|                                                           dddmmss.s |
 KV4953| KU2798 SEABRIGHT                           APPROX. 3.7 KM 1020436.8 |
 KV4953| KU2799 SEA BRIGHT COAST GUARD CUPOLA       APPROX. 3.7 KM 1021532.1 |
 KV4953| KV4957 RUMSON INCINERATOR STACK            APPROX. 1.6 KM 1202543.2 |
 KV4953| KV4971 RUMSON OCEANIC BRIDGE LIGHT         APPROX. 0.7 KM 1501237.1 |
 KV4953| CB5275 LOCUST RM 1                          10.304 METERS 25945     |
 KV4953| CB5276 LOCUST RM 2                          44.555 METERS 33540     |
 KV4953|---------------------------------------------------------------------|
 KV4953
 KV4953                          SUPERSEDED SURVEY CONTROL
 KV4953
 KV4953  NAD 83(1986)-  40 23 02.41086(N)    074 01 00.09174(W) AD(       ) 3
 KV4953  NAD 27      -  40 23 02.01900(N)    074 01 01.59600(W) AD(       ) 3
 KV4953
 KV4953.Superseded values are not recommended for survey control.
 KV4953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4953.See file dsdata.txt to determine how the superseded data were derived.
 KV4953
 KV4953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8346370843(NAD 83)
 KV4953_MARKER: DS = TRIANGULATION STATION DISK
 KV4953_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4953_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4953
 KV4953  HISTORY     - Date     Condition        Report By
 KV4953  HISTORY     - 1934     MONUMENTED       CGS
 KV4953  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 KV4953
 KV4953                          STATION DESCRIPTION
 KV4953
 KV4953'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV4953'LOCATED ON THE N BANK OF THE NAVESINK (NORTH BRANCH) RIVER ON THE
 KV4953'W SIDE OF THE OCEANIC BRIDGE (ON THE PROPERTY OF A MR. MC KIM)
 KV4953'ON THE POINT KNOWN LOCALLY AS LOCUST POINT.  LOCATED IN THE
 KV4953'CENTER OF A CIRCULAR CONCRETE WALL ON THE EXTREME EASTERLY END
 KV4953'OF THE POINT ABOUT 4 FEET ABOVE THE HIGH WATER LINE AND ON THE
 KV4953'E FACE OF THE INNER END OF A RUINED PIER.
 KV4953'
 KV4953'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 KV4953'REFERENCE MARK IS A STANDARD BRONZE
 KV4953'DISK SET IN CONCRETE.
 KV4953'
 KV4953'REFERENCE MARK NO.1 IS TO THE NW 1.0 METER FROM THE S SEA
 KV4953'WALL AND BETWEEN THE TWO CONCRETE WALLS IN SAND AND GRASS.
 KV4953'
 KV4953'REFERENCE MARK NO.2 (A STANDARD DISK REFERENCE MARK) IS
 KV4953'WEDGED AND CEMENTED IN A DRILLED HOLE IN THE STONE WALL WHICH
 KV4953'FORMS THE NW ABUTMENT OF THE BRIDGE.
 KV4953'
 KV4953'REACHED VIA OCEANIC BRIDGE DIRECT TO STATION.
 KV4953'
 KV4953'A TEN-FOOT SIGNAL WAS NEEDED TO SEE OVER THE BRIDGE.
 KV4953
 KV4953                          STATION RECOVERY (1995)
 KV4953
 KV4953'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5411 ***********************************************************************
 KV5411  DESIGNATION -  LOCUST HILL
 KV5411  PID         -  KV5411
 KV5411  STATE/COUNTY-  NJ/MONMOUTH
 KV5411  USGS QUAD   -  JAMESBURG (1981)
 KV5411
 KV5411                         *CURRENT SURVEY CONTROL
 KV5411  ___________________________________________________________________
 KV5411* NAD 83(1996)-  40 15 58.19977(N)    074 23 17.92516(W)     ADJUSTED  
 KV5411* NAVD 88     -        78.4    (meters)     257.     (feet)  H LEVEL   
 KV5411  ___________________________________________________________________
 KV5411  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 KV5411  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV5411
 KV5411  HORZ ORDER  -  FIRST
 KV5411
 KV5411.The horizontal coordinates were established by classical geodetic methods
 KV5411.and adjusted by the National Geodetic Survey in September 1999..
 KV5411
 KV5411.The orthometric height was determined by differential leveling
 KV5411.between control points not connected to bench marks.
 KV5411
 KV5411.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5411
 KV5411.The geoid height was determined by GEOID03.
 KV5411
 KV5411;                    North         East     Units Scale Factor Converg.
 KV5411;SPC NJ       -   159,071.829   159,499.340   MT  0.99990111   +0 04 19.9
 KV5411;SPC NJ       -   521,888.16    523,290.75   sFT  0.99990111   +0 04 19.9
 KV5411;UTM  18      - 4,457,479.236   552,010.329   MT  0.99963330   +0 23 43.3
 KV5411
 KV5411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5411!SPC NJ       -   0.99999279  x   0.99990111  =   0.99989390
 KV5411!UTM  18      -   0.99999279  x   0.99963330  =   0.99962609
 KV5411
 KV5411|---------------------------------------------------------------------|
 KV5411| PID    Reference Object                     Distance      Geod. Az  |
 KV5411|                                                           dddmmss.s |
 KV5411| CB5277 LOCUST HILL RM 1                     39.453 METERS 02004     |
 KV5411| KV6949 LOCUST HILL RM 3                     35.866 METERS 03848     |
 KV5411| KV5079 MARLBORO STATE HOSP TANK            APPROX.16.2 KM 0563434.0 |
 KV5411| KV5409 FREEHOLD WATER TANK                 APPROX. 8.8 KM 0873634.7 |
 KV5411| KV6944 13 L 3                               45.597 METERS 09135     |
 KV5411| CS4363 FREEHOLD ATT MICRO WAVE TWR                        1012742.2 |
 KV5411| KV6948 LOCUST HILL RM 2                     59.196 METERS 13513     |
 KV5411| KV5413 REFORMATORY                         APPROX. 8.3 KM 3543435.2 |
 KV5411|---------------------------------------------------------------------|
 KV5411
 KV5411                          SUPERSEDED SURVEY CONTROL
 KV5411
 KV5411  NAD 83(1986)-  40 15 58.19902(N)    074 23 17.92306(W) AD(       ) 1
 KV5411  NAD 27      -  40 15 57.80100(N)    074 23 19.38500(W) AD(       ) 1
 KV5411
 KV5411.Superseded values are not recommended for survey control.
 KV5411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5411.See file dsdata.txt to determine how the superseded data were derived.
 KV5411
 KV5411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5201057479(NAD 83)
 KV5411_MARKER: DS = TRIANGULATION STATION DISK
 KV5411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5411_SP_SET: CONCRETE POST
 KV5411_STAMPING: LOCUST HILL 1935
 KV5411_MARK LOGO: CGS   
 KV5411_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5411+STABILITY: SURFACE MOTION
 KV5411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5411+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1991
 KV5411
 KV5411  HISTORY     - Date     Condition        Report By
 KV5411  HISTORY     - 1935     MONUMENTED       CGS
 KV5411  HISTORY     - 1935     GOOD             CGS
 KV5411  HISTORY     - 1959     GOOD             CGS
 KV5411  HISTORY     - 1986     GOOD             NJGS
 KV5411  HISTORY     - 19910918 GOOD             NJGS
 KV5411
 KV5411                          STATION DESCRIPTION
 KV5411
 KV5411'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5411'THE STATION IS LOCATED ON THE PROPERTY OF THE FEDERAL LAND
 KV5411'BANK, ON A HILL KNOWN AS LOCUST HILL, APPROXIMATELY 6.0 MILES
 KV5411'NORTHEAST OF FREEHOLD, ON THE HIGHEST POINT OF THE HILL IN THE
 KV5411'EDGE OF THE WOODS, APPROXIMATELY 150 YARDS NORTHWEST OF AN OLD
 KV5411'ABANDONED HOUSE, APPROXIMATELY 30 YARDS NORTH OF ROAD.  MARK
 KV5411'PROJECTS 2 INCHES.
 KV5411'
 KV5411'REFERENCE MARK NO. 1 IS 129.44 FEET NORTH OF STATION, IN EDGE
 KV5411'OF SMALL GROVE OF YOUNG LOCUST TREES, AND PROJECTS 6 INCHES.
 KV5411'
 KV5411'REFERENCE MARK NO. 2 IS 192.55 FEET SOUTHEAST OF STATION, 2
 KV5411'FEET NORTH OF BANK OF ROAD OPPOSITE TELEPHONE POLE
 KV5411'NO. B.T. 1176 M.P.N., AND PROJECTS 6 INCHES.
 KV5411'
 KV5411'NO AZIMUTH MARK SET AT THIS TOWER.
 KV5411'
 KV5411'TO REACH STATION FROM THE INTERSECTION OF MANALAPAN AVENUE AND
 KV5411'STATE HIGHWAY 33 GO 5.55 MILES TO SKEW CROSSROADS AT MANALAPAN
 KV5411'GENERAL STORE.  AT SIGN ENGLISHTOWN 3 BEAR RIGHT AND GO 0.65
 KV5411'MILE TO CROSS ROAD, TURN RIGHT WITH PAVEMENT AND GO 0.65 MILE TO
 KV5411'DIRT CROSS ROAD, AT THE CORNER OF AN ORCHARD ON THE LEFT, TURN
 KV5411'RIGHT AND GO 0.35 MILE TO T, TURN LEFT AND GO 0.05 MILE TO POLE
 KV5411'NO. B.T. 1174 M.P.N. ON THE RIGHT, TURN LEFT AND GO
 KV5411'APPROXIMATELY 30 YARDS TO HIGHEST POINT ON HILL AND STATION
 KV5411'SITE.
 KV5411'
 KV5411'A 77-FOOT TOWER WILL CLEAR ALL LINES.
 KV5411
 KV5411                          STATION RECOVERY (1935)
 KV5411
 KV5411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 KV5411'RECOVERED IN GOOD CONDITION.
 KV5411
 KV5411                          STATION RECOVERY (1959)
 KV5411
 KV5411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 KV5411'STATION AND REFERENCE MARK NO. 2 RECOVERED IN GOOD
 KV5411'CONDITION.  REFERENCE MARK NO. 1 WAS KNOCKED OUT OF GROUND AND
 KV5411'FOUND LYING NEXT TO REFERENCE MARK NO. 2.  DESCRIPTION ADEQUATE
 KV5411'AND CORRECT EXCEPT FOR THE FOLLOWING.  STATION IS 27.5 FEET
 KV5411'SOUTHEAST OF A TRIANGULAR BLAZED 20 INCH TREE, ABOUT 17 FEET
 KV5411'WEST OF WEST EDGE OF A CULTIVATED FIELD, 13.3 FEET EAST OF A
 KV5411'TRIANGULAR BLAZED 12 INCH TREE, 4.9 FEET SOUTH-SOUTHWEST OF A
 KV5411'TRIANGULAR BLAZED 10 INCH TREE.  REFERENCE MARK NO. 1 IS 39.4
 KV5411'FEET NORTHWEST OF POLE NO. BT 1176, 18.0 FEET NORTH C/L DIRT
 KV5411'ROAD, AND ABOUT 3 FEET SOUTH OF SOUTH EDGE OF CULTIVATED FIELD.
 KV5411
 KV5411                          STATION RECOVERY (1986)
 KV5411
 KV5411'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1986 (JRO)
 KV5411'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 KV5411'CONDITION.  REFERENCE MARK 1 WAS DESTROYED AND IS REPLACED BY A NEW
 KV5411'REFERENCE MARK 3.  AT AND T MICRO WAVE TOWER IN FREEHOLD WAS
 KV5411'OBSERVED AS AN AZIMUTH MARK.
 KV5411'
 KV5411'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 KV5411'SOUTHEAST OF JAMESBURG, 4.3 KM (2.7 MI) SOUTHWEST OF ENGLISHTOWN AND
 KV5411'10.1 KM ( 6.3 MI) WEST OF FREEHOLD.
 KV5411'OWNERSHIP--QUAIL HILL SCOUT CAMP, CARE TAKER 201-446-6521.
 KV5411'
 KV5411'TO REACH THE STATION FROM FREEHOLD TRAFFIC CIRCLE AT THE JUNCTION
 KV5411'OF US HIGHWAY 9 AND STATE ROUTE 33 SOUTH OF FREEHOLD GO WEST ON
 KV5411'STATE ROUTE 33 FOR 9.0 KM (5.6 MI) TO SMITHBERG/ENGLISHTOWN TURNOFF.
 KV5411'TAKE COUNTY ROAD 527 NORTHWEST FOR 0.6 KM (0.4 MI) TO LA VALLEY ROAD
 KV5411'ON THE RIGHT.  TURN EAST AND UP HILL FOR 0.7 KM (0.45 MI) TO THE
 KV5411'CARETAKERS HOUSE ON THE LEFT, CONTINUE AHEAD THROUGH A GATE FOR
 KV5411'0.3 KM (0.2 MI) TO THE MARK ON THE LEFT, PACK NORTH FOR ABOUT 45
 KV5411'METERS TO THE STATION ABOUT 6 METERS INSIDE OF THE WOODS LINE.
 KV5411'
 KV5411'THE STATION IS A STANDARD CGS DISK STAMPED---LOCUST HILL 1935---,SET
 KV5411'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON SIDE FLUSH WITH
 KV5411'GROUND.  LOCATED  6.1  METERS (20  FT) WEST FROM THE EDGE OF WOODS
 KV5411'NEXT TO A ROUND WOOD POST AND  45.7  METERS (150  FT) NORTH FROM
 KV5411'THE GRAVEL ROAD.
 KV5411'
 KV5411'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK
 KV5411'STAMPED---LOCUST HILL NO 2 1935---,
 KV5411'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV5411'30 CM ON SIDE PROJECTING 15 CM ABOVE GROUND.  LOCATED
 KV5411'0.6 METERS (2 FT) NORTH FROM THE TOP OF 6 FT EMBANKMENT,
 KV5411'3.6 METERS (12 FT) NORTH FROM THE CENTER LINE OF THE GRAVEL ROAD AND
 KV5411'0.3 METERS (1 FT) WEST FROM THE 4 INCH POST.
 KV5411'MARK IS 3.5 METERS BELOW THE STATION.
 KV5411'
 KV5411'REFERENCE MARK NO. 3 IS A STANDARD NJGCS  DISK
 KV5411'STAMPED---LOCUST HILL 1935 RM 3, 1986---,
 KV5411'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5411'15 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5411'78.6 METERS (258 FT) NORTH FROM THE GRAVEL ROAD,
 KV5411'15.2 METERS (50 FT) EAST FROM THE EAST EDGE OF WOODS,
 KV5411'1.3 METERS (4.3 FT) EAST FROM THE TWIN 6 INCH LOCUST AND
 KV5411'1.6 METERS (5.1 FT) WEST FROM THE TRIPLE 6 INCH LOCUST.
 KV5411'MARK IS 3.5 METERS BELOW THE STATION.
 KV5411'
 KV5411'A POLARIS OBSERVATION WAS MADE TO THE AT AND T MICROWAVE TOWER NORTH
 KV5411'OF FREEHOLD AND IT WILL SERVE AS AN AZIMUTH MARK.
 KV5411'
 KV5411'DESCRIBED BY J R  OLSEN
 KV5411
 KV5411                          STATION RECOVERY (1991)
 KV5411
 KV5411'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5411'THE STATION IS LOCATED IN MANALAPAN TOWNSHIP WITHIN THE BOUNDARY OF
 KV5411'THE QUAIL HILL BOY SCOUT RESERVATION.  TO REACH THE STATION FROM THE
 KV5411'INTERSECTION OF THE NEW JERSEY TURNPIKE OVER STATE HIGHWAY 33 IN
 KV5411'HIGHTSTOWN, GO 6.3 MI (10.1 KM) EAST ON STATE HIGHWAY 33 TO THE
 KV5411'INTERSECTION WITH COUNTY ROAD 527A, IRON ORE ROAD TO THE NORTHEAST
 KV5411'AND SMITHBURG ROAD TO THE SOUTHEAST.  TAKE THE JUGHANDLE AND GO 0.4
 KV5411'MI (0.6 KM) NORTHWEST ON IRON ORE ROAD TO THE TEE JUNCTION WITH
 KV5411'LAVALLEY DRIVE AND A SIGN FOR THE QUAIL HILL BOY SCOUT CAMP.  TURN
 KV5411'RIGHT AND GO 0.45 MI (0.72 KM) EAST NORTHEAST TO THE CAMP RANGERS
 KV5411'HOUSE FOR ACCESS TO THE GATE AHEAD, PHONE 908 446 6521 BUSINESS OR
 KV5411'908 446 0241 HOME. GO THROUGH THE GATE AND GO 0.2 MI (0.3 KM) ALONG
 KV5411'THE CAMP ROAD TO A CINDER BLOCK SEWAGE PUMP HOUSE ON THE LEFT AND A
 KV5411'DIRT ROAD JUST EAST OF THE PUMP HOUSE LEADING INTO AN OPEN FIELD.  GO
 KV5411'ABOUT 45 M (147.6 FT) NORTH INTO THE FIELD TO THE STATION ON THE
 KV5411'LEFT, ABOUT 5 M (16.4 FT) WEST OF THE TREE LINE AND 0.35 M (1.15 FT)
 KV5411'SOUTHEAST FROM A CARSONITE WITNESS POST.  THE STATION IS 37.1 M
 KV5411'(121.7 FT) SOUTH SOUTHEAST FROM LOCUST HILL REFERENCE MARK 3, 1986
 KV5411'WHICH IS SET BETWEEN A CLUSTER OF TRIPLE TRUNK TREES TO THE EAST AND
 KV5411'TWO TREES TO THE WEST, 40.25 M (132.05 FT) NORTH NORTHEAST FROM
 KV5411'LOCUST HILL REFERENCE MARK 2, 1935, WHICH IS 14.6 M (47.9 FT) EAST
 KV5411'SOUTHEAST FROM A POLE WITH NO NUMBER ON THE NORTH SIDE OF THE CAMP
 KV5411'ROAD.  THE STATION PROJECTS 0.5 M (1.6 FT) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3923 ***********************************************************************
 KV3923  DESIGNATION -  LODI FIRST REFORMED CH TOWER
 KV3923  PID         -  KV3923
 KV3923  STATE/COUNTY-  NJ/BERGEN
 KV3923  USGS QUAD   -  WEEHAWKEN (1995)
 KV3923
 KV3923                         *CURRENT SURVEY CONTROL
 KV3923  ___________________________________________________________________
 KV3923* NAD 83(1996)-  40 52 26.77698(N)    074 04 56.61378(W)     ADJUSTED  
 KV3923* NAVD 88     -                                                        
 KV3923  ___________________________________________________________________
 KV3923  LAPLACE CORR-           6.92  (seconds)                    DEFLEC99
 KV3923  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KV3923
 KV3923  HORZ ORDER  -  THIRD
 KV3923
 KV3923.The horizontal coordinates were established by classical geodetic methods
 KV3923.and adjusted by the National Geodetic Survey in September 1999..
 KV3923
 KV3923
 KV3923.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3923
 KV3923.The geoid height was determined by GEOID03.
 KV3923
 KV3923;                    North         East     Units Scale Factor Converg.
 KV3923;SPC NJ       -   226,651.897   185,198.761   MT  0.99991524   +0 16 23.8
 KV3923;SPC NJ       -   743,607.10    607,606.27   sFT  0.99991524   +0 16 23.8
 KV3923;SPC NY L     -    78,561.865   293,054.736   MT  0.99999499   -0 03 14.0
 KV3923;SPC NY L     -   257,748.39    961,463.75   sFT  0.99999499   -0 03 14.0
 KV3923;UTM  18      - 4,525,186.831   577,319.312   MT  0.99967358   +0 36 01.8
 KV3923
 KV3923                          SUPERSEDED SURVEY CONTROL
 KV3923
 KV3923  NAD 83(1996)-  40 52 26.77698(N)    074 04 56.61408(W) AD(       ) 4
 KV3923  NAD 83(1996)-  40 52 26.77500(N)    074 04 56.61625(W) AD(       ) 4
 KV3923  NAD 83(1992)-  40 52 26.77464(N)    074 04 56.61688(W) AD(       ) 4
 KV3923  NAD 83(1986)-  40 52 26.78466(N)    074 04 56.62098(W) AD(       ) 4
 KV3923  NAD 27      -  40 52 26.42200(N)    074 04 58.11100(W) AD(       ) 3
 KV3923
 KV3923.Superseded values are not recommended for survey control.
 KV3923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3923.See file dsdata.txt to determine how the superseded data were derived.
 KV3923
 KV3923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7731925187(NAD 83)
 KV3923_MARKER: 55 = TOWER
 KV3923
 KV3923  HISTORY     - Date     Condition        Report By
 KV3923  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV3923
 KV3923                          STATION DESCRIPTION
 KV3923
 KV3923'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3923'THE TOWER, E OF THE PASSAIC RIVER, IN LODI, ON THE N SIDE OF
 KV3923'WASHINGTON STREET, 57 M. E OF PROSPECT STREET, ATOP THE FIRST
 KV3923'REFORMED CHURCH (A YELLOW STUCCO STRUCTURE) FROM THE S END OF
 KV3923'WHICH RISES A GREEN-SHINGLED TOWER.
 KV3923'
 KV3923'THE STATION IS THE WEATHER VANE AT THE TOWER APEX, APPROXIMATELY
 KV3923'60 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3882 ***********************************************************************
 KV3882  DESIGNATION -  LODI UNITED DYE WKS N CHIM
 KV3882  PID         -  KV3882
 KV3882  STATE/COUNTY-  NJ/BERGEN
 KV3882  USGS QUAD   -  HACKENSACK (1997)
 KV3882
 KV3882                         *CURRENT SURVEY CONTROL
 KV3882  ___________________________________________________________________
 KV3882* NAD 83(1996)-  40 52 43.89600(N)    074 05 12.57007(W)     ADJUSTED  
 KV3882* NAVD 88     -                                                        
 KV3882  ___________________________________________________________________
 KV3882  LAPLACE CORR-           6.88  (seconds)                    DEFLEC99
 KV3882  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KV3882
 KV3882  HORZ ORDER  -  THIRD
 KV3882
 KV3882.The horizontal coordinates were established by classical geodetic methods
 KV3882.and adjusted by the National Geodetic Survey in September 1999..
 KV3882
 KV3882
 KV3882.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3882
 KV3882.The geoid height was determined by GEOID03.
 KV3882
 KV3882;                    North         East     Units Scale Factor Converg.
 KV3882;SPC NJ       -   227,178.155   184,822.683   MT  0.99991492   +0 16 13.5
 KV3882;SPC NJ       -   745,333.66    606,372.42   sFT  0.99991492   +0 16 13.5
 KV3882;SPC NY L     -    79,090.305   292,681.640   MT  0.99999503   -0 03 24.4
 KV3882;SPC NY L     -   259,482.11    960,239.68   sFT  0.99999503   -0 03 24.4
 KV3882;UTM  18      - 4,525,710.806   576,940.327   MT  0.99967286   +0 35 51.6
 KV3882
 KV3882                          SUPERSEDED SURVEY CONTROL
 KV3882
 KV3882  NAD 83(1996)-  40 52 43.89601(N)    074 05 12.57047(W) AD(       ) 4
 KV3882  NAD 83(1996)-  40 52 43.89402(N)    074 05 12.57265(W) AD(       ) 4
 KV3882  NAD 83(1992)-  40 52 43.89372(N)    074 05 12.57326(W) AD(       ) 4
 KV3882  NAD 83(1986)-  40 52 43.90441(N)    074 05 12.57930(W) AD(       ) 4
 KV3882  NAD 27      -  40 52 43.54200(N)    074 05 14.07300(W) AD(       ) 3
 KV3882
 KV3882.Superseded values are not recommended for survey control.
 KV3882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3882.See file dsdata.txt to determine how the superseded data were derived.
 KV3882
 KV3882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7694025711(NAD 83)
 KV3882_MARKER: 85 = CHIMNEY
 KV3882
 KV3882  HISTORY     - Date     Condition        Report By
 KV3882  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV3882
 KV3882                          STATION DESCRIPTION
 KV3882
 KV3882'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3882'THE NORTHERLY OF TALL TWIN CHIMNEYS, E OF THE PASSAIC RIVER, IN
 KV3882'LODI ON THE W SIDE OF MAIN STREET N OF ARNOT STREET, IN THE PLANT
 KV3882'OF THE UNITED PIECE DYE WORKS, ON THE E SIDE OF THE MAIN
 KV3882'BUILDINGS.  IT IS A YELLOW BRICK CHIMNEY.
 KV3882'
 KV3882'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 225 FEET ABOVE
 KV3882'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3884 ***********************************************************************
 KV3884  DESIGNATION -  LODI UNITED DYE WKS S CHIM
 KV3884  PID         -  KV3884
 KV3884  STATE/COUNTY-  NJ/BERGEN
 KV3884  USGS QUAD   -  HACKENSACK (1997)
 KV3884
 KV3884                         *CURRENT SURVEY CONTROL
 KV3884  ___________________________________________________________________
 KV3884* NAD 83(1996)-  40 52 43.06315(N)    074 05 12.73791(W)     ADJUSTED  
 KV3884* NAVD 88     -                                                        
 KV3884  ___________________________________________________________________
 KV3884  LAPLACE CORR-           6.88  (seconds)                    DEFLEC99
 KV3884  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KV3884
 KV3884  HORZ ORDER  -  THIRD
 KV3884
 KV3884.The horizontal coordinates were established by classical geodetic methods
 KV3884.and adjusted by the National Geodetic Survey in September 1999..
 KV3884
 KV3884
 KV3884.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3884
 KV3884.The geoid height was determined by GEOID03.
 KV3884
 KV3884;                    North         East     Units Scale Factor Converg.
 KV3884;SPC NJ       -   227,152.447   184,818.875   MT  0.99991492   +0 16 13.4
 KV3884;SPC NJ       -   745,249.32    606,359.93   sFT  0.99991492   +0 16 13.4
 KV3884;SPC NY L     -    79,064.617   292,677.685   MT  0.99999502   -0 03 24.6
 KV3884;SPC NY L     -   259,397.83    960,226.70   sFT  0.99999502   -0 03 24.6
 KV3884;UTM  18      - 4,525,685.083   576,936.667   MT  0.99967285   +0 35 51.5
 KV3884
 KV3884                          SUPERSEDED SURVEY CONTROL
 KV3884
 KV3884  NAD 83(1996)-  40 52 43.06316(N)    074 05 12.73830(W) AD(       ) 4
 KV3884  NAD 83(1996)-  40 52 43.06118(N)    074 05 12.74048(W) AD(       ) 4
 KV3884  NAD 83(1992)-  40 52 43.06088(N)    074 05 12.74109(W) AD(       ) 4
 KV3884  NAD 83(1986)-  40 52 43.07151(N)    074 05 12.74713(W) AD(       ) 4
 KV3884  NAD 27      -  40 52 42.70900(N)    074 05 14.24100(W) AD(       ) 3
 KV3884
 KV3884.Superseded values are not recommended for survey control.
 KV3884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3884.See file dsdata.txt to determine how the superseded data were derived.
 KV3884
 KV3884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7693725685(NAD 83)
 KV3884_MARKER: 85 = CHIMNEY
 KV3884
 KV3884  HISTORY     - Date     Condition        Report By
 KV3884  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV3884
 KV3884                          STATION DESCRIPTION
 KV3884
 KV3884'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3884'THE SOUTHERLY OF TALL TWIN CHIMNEYS, E OF THE PASSAIC RIVER, IN
 KV3884'LODI ON THE W SIDE OF MAIN STREET N OF ARNOT STREET, IN THE PLANT
 KV3884'OF THE UNITED PIECE DYE WORKS, ON THE E SIDE OF THE MAIN
 KV3884'BUILDINGS.  IT IS A YELLOW BRICK CHIMNEY.
 KV3884'
 KV3884'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 225 FEET ABOVE
 KV3884'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3888 ***********************************************************************
 KV3888  DESIGNATION -  LODI WATER CO TANK
 KV3888  PID         -  KV3888
 KV3888  STATE/COUNTY-  NJ/BERGEN
 KV3888  USGS QUAD   -  HACKENSACK (1997)
 KV3888
 KV3888                         *CURRENT SURVEY CONTROL
 KV3888  ___________________________________________________________________
 KV3888* NAD 83(1996)-  40 52 49.69159(N)    074 05 36.97365(W)     ADJUSTED  
 KV3888* NAVD 88     -                                                        
 KV3888  ___________________________________________________________________
 KV3888  LAPLACE CORR-           6.81  (seconds)                    DEFLEC99
 KV3888  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KV3888
 KV3888  HORZ ORDER  -  THIRD
 KV3888
 KV3888.The horizontal coordinates were established by classical geodetic methods
 KV3888.and adjusted by the National Geodetic Survey in September 1999..
 KV3888
 KV3888
 KV3888.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3888
 KV3888.The geoid height was determined by GEOID03.
 KV3888
 KV3888;                    North         East     Units Scale Factor Converg.
 KV3888;SPC NJ       -   227,354.244   184,250.532   MT  0.99991443   +0 15 57.5
 KV3888;SPC NJ       -   745,911.38    604,495.29   sFT  0.99991443   +0 15 57.5
 KV3888;SPC NY L     -    79,269.673   292,110.458   MT  0.99999504   -0 03 40.4
 KV3888;SPC NY L     -   260,070.59    958,365.73   sFT  0.99999504   -0 03 40.4
 KV3888;UTM  18      - 4,525,883.582   576,367.319   MT  0.99967178   +0 35 35.7
 KV3888
 KV3888                          SUPERSEDED SURVEY CONTROL
 KV3888
 KV3888  NAD 83(1996)-  40 52 49.69160(N)    074 05 36.97403(W) AD(       ) 4
 KV3888  NAD 83(1996)-  40 52 49.68958(N)    074 05 36.97630(W) AD(       ) 4
 KV3888  NAD 83(1992)-  40 52 49.68932(N)    074 05 36.97683(W) AD(       ) 4
 KV3888  NAD 83(1986)-  40 52 49.69995(N)    074 05 36.98400(W) AD(       ) 4
 KV3888  NAD 27      -  40 52 49.33800(N)    074 05 38.47500(W) AD(       ) 3
 KV3888
 KV3888.Superseded values are not recommended for survey control.
 KV3888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3888.See file dsdata.txt to determine how the superseded data were derived.
 KV3888
 KV3888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7636725884(NAD 83)
 KV3888_MARKER: 53 = ELEVATED TANK
 KV3888
 KV3888  HISTORY     - Date     Condition        Report By
 KV3888  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV3888
 KV3888                          STATION DESCRIPTION
 KV3888
 KV3888'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3888'THE TANK, E OF THE PASSAIC RIVER, IN LODI ON THE NE CORNER OF
 KV3888'ARNOT STREET AND HARRISON AVENUE, ON THE PROPERTY OF THE LODI
 KV3888'WATER COMPANY.  IT IS A BLACK, STEEL TANK SURMOUNTING A SKELETON
 KV3888'SUPPORT STRUCTURE.
 KV3888'
 KV3888'THERE IS A LARGE UNDERGROUND RESERVOIR JUST N OF THE TANK.
 KV3888'
 KV3888'THE STATION IS THE TANK APEX, APPROXIMATELY 85 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4065 ***********************************************************************
 KV4065  DESIGNATION -  LOEWS
 KV4065  PID         -  KV4065
 KV4065  STATE/COUNTY-  NJ/HUDSON
 KV4065  USGS QUAD   -  WEEHAWKEN (1995)
 KV4065
 KV4065                         *CURRENT SURVEY CONTROL
 KV4065  ___________________________________________________________________
 KV4065* NAD 83(1996)-  40 47 50.35845(N)    074 00 32.26388(W)     ADJUSTED  
 KV4065* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 KV4065  ___________________________________________________________________
 KV4065  LAPLACE CORR-           6.69  (seconds)                    DEFLEC99
 KV4065  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 KV4065
 KV4065  HORZ ORDER  -  SECOND
 KV4065
 KV4065.The horizontal coordinates were established by classical geodetic methods
 KV4065.and adjusted by the National Geodetic Survey in September 1999..
 KV4065
 KV4065.The orthometric height was scaled from a topographic map.
 KV4065
 KV4065.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4065
 KV4065.The geoid height was determined by GEOID03.
 KV4065
 KV4065;                    North         East     Units Scale Factor Converg.
 KV4065;SPC NJ       -   218,158.020   191,435.783   MT  0.99992113   +0 19 15.0
 KV4065;SPC NJ       -   715,740.10    628,068.90   sFT  0.99992113   +0 19 15.0
 KV4065;SPC NY L     -    70,031.880   299,243.663   MT  0.99999532   -0 00 21.1
 KV4065;SPC NY L     -   229,762.93    981,768.58   sFT  0.99999532   -0 00 21.1
 KV4065;UTM  18      - 4,516,730.702   583,603.207   MT  0.99968603   +0 38 51.2
 KV4065
 KV4065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4065!SPC NJ       -   0.99999374  x   0.99992113  =   0.99991487
 KV4065!SPC NY L     -   0.99999374  x   0.99999532  =   0.99998906
 KV4065!UTM  18      -   0.99999374  x   0.99968603  =   0.99967977
 KV4065
 KV4065|---------------------------------------------------------------------|
 KV4065| PID    Reference Object                     Distance      Geod. Az  |
 KV4065|                                                           dddmmss.s |
 KV4065| KV4067 N BERGEN WOODCLIFF COMMUN CH        329.013 METERS 04928     |
 KV4065| KU3905 EDGEWATER FORD MOTOR TANK           APPROX. 2.5 KM 0560640.8 |
 KV4065| KU3908 EDGEWATER LEVER BROTHERS CHIM       APPROX. 1.6 KM 0661548.3 |
 KV4065| KU4022 MANHATTAN RIVERSIDE BAP CH TWR      APPROX. 4.2 KM 0671544.7 |
 KV4065| KU4003 MANHATTAN HOTEL PARIS FLAGPOLE      APPROX. 3.1 KM 0933002.8 |
 KV4065| KU3959 MANHATTAN SOLDIERS SAILORS MON      APPROX. 2.6 KM 1025431.7 |
 KV4065| KU4006 MANHATTAN ELDORADO TWRS N TWR       APPROX. 3.6 KM 1054604.9 |
 KV4065| KU4011 MANHATTAN BERESFORD APTS N TWR      APPROX. 3.6 KM 1171648.9 |
 KV4065| KU4004 MANHATTAN BERESFORD APTS W TWR      APPROX. 3.5 KM 1175727.8 |
 KV4065| KU4010 MANHATTAN BERESFORD APTS S TWR      APPROX. 3.5 KM 1175815.0 |
 KV4065| KU3995 MANHATTAN SAN REMO APTS N TWR       APPROX. 3.6 KM 1263802.5 |
 KV4065| KU3996 MANHATTAN SAN REMO APTS S TWR       APPROX. 3.6 KM 1270758.2 |
 KV4065| KU3937 MANHATTAN HUDSON TWRS BLDG TWR      APPROX. 2.8 KM 1325550.4 |
 KV4065| CB5279 LOEWS SOUTH CROSS                     4.196 METERS 21322     |
 KV4065| KV4008 N BERGEN P SERV NJ GAS HOLDER       APPROX. 2.8 KM 2314529.1 |
 KV4065| KV4088 N BERGEN CASTLE FURNITURE TANK      APPROX. 1.6 KM 2330550.2 |
 KV4065| KV4074 W NEW YORK ST MARYS CH E TOWER      APPROX. 0.6 KM 2374120.8 |
 KV4065| CB5278 LOEWS MIDDLE CROSS                    3.079 METERS 25512     |
 KV4065| CB5280 LOEWS WEST CROSS                      4.047 METERS 29646     |
 KV4065| KV4070 N BERGEN STD KNIT MILLS TANK        171.657 METERS 33131     |
 KV4065|---------------------------------------------------------------------|
 KV4065
 KV4065                          SUPERSEDED SURVEY CONTROL
 KV4065
 KV4065  NAD 83(1996)-  40 47 50.35842(N)    074 00 32.26392(W) AD(       ) 2
 KV4065  NAD 83(1996)-  40 47 50.35795(N)    074 00 32.26505(W) AD(       ) 2
 KV4065  NAD 83(1992)-  40 47 50.35673(N)    074 00 32.26541(W) AD(       ) 2
 KV4065  NAD 83(1986)-  40 47 50.36246(N)    074 00 32.26476(W) AD(       ) 2
 KV4065  NAD 27      -  40 47 49.99500(N)    074 00 33.76100(W) AD(       ) 2
 KV4065
 KV4065.Superseded values are not recommended for survey control.
 KV4065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4065.See file dsdata.txt to determine how the superseded data were derived.
 KV4065
 KV4065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8360316731(NAD 83)
 KV4065_MARKER: DS = TRIANGULATION STATION DISK
 KV4065_SETTING: 0 = UNSPECIFIED SETTING
 KV4065
 KV4065  HISTORY     - Date     Condition        Report By
 KV4065  HISTORY     - 1932     MONUMENTED       CGS
 KV4065  HISTORY     - 1933     GOOD             CGS
 KV4065  HISTORY     - 1936     GOOD             NJGS
 KV4065
 KV4065                          STATION DESCRIPTION
 KV4065
 KV4065'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWN)
 KV4065'THIS STATION IS W OF THE HUDSON RIVER, IN NORTH BERGEN ON THE E
 KV4065'SIDE OF BERGENLINE AVENUE BETWEEN 28TH AND 29TH STREETS.  IT IS
 KV4065'LOCATED ATOP THE ROOF OF THE STAGE OF LOEWS THEATRE (A RED-BRICK
 KV4065'BUILDING) IN THE SE CORNER OF THE ROOF E OF THE SOUTHERLY OF
 KV4065'TWO WATER TANKS.
 KV4065'
 KV4065'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION
 KV4065'DISK STAMPED LOEWS-1932 SET IN THE TOP OF A DOME-SHAPED CONCRETE
 KV4065'MONUMENT (SECURED TO THE ROOF BY LAG SCREWS).  AS REFERENCE
 KV4065'MARKS, CROSSCUTS WERE MARKED IN THE TOP FACE OF AN IRON I BEAM
 KV4065'SUPPORTING THE SOUTHERLY WATER TANK, ONE AT THE END OF THE BEAM
 KV4065'W OF THE STATION.  ANOTHER AT THE CENTER OF THE BEAM TO SW OF
 KV4065'STATION.  THE OTHER AT THE OTHER END OF THE BEAM S OF THE
 KV4065'STATION.  ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN, AS
 KV4065'FOLLOWS--
 KV4065'
 KV4065'TO SE CORNER OF SKYLIGHT 5.660 METERS
 KV4065'
 KV4065'TO SW CORNER OF SKYLIGHT 6.184 METERS
 KV4065'
 KV4065'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL OR ECCENTRIC
 KV4065'TRIPOD SET-UPS ON THE TAR-COMPOSITION ROOFING.  AN ECCENTRICALLY
 KV4065'LOCATED INSTRUMENT STAND WAS NECESSARY FOR CLEARANCE TO THE
 KV4065'NORTHWARD.
 KV4065'
 KV4065'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 KV4065
 KV4065                          STATION RECOVERY (1933)
 KV4065
 KV4065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4065'STATION RECOVERED FOUND IN GOOD CONDITION, AS ORIGINALLY
 KV4065'DESCRIBED, WITH THE FOLLOWING EXCEPTIONS AND ADDITIONS--
 KV4065'
 KV4065'CORRECTED AND ADDITIONAL MEASUREMENTS ARE AS FOLLOWS--
 KV4065'
 KV4065'TO SE CORNER OF SKYLIGHT 5.74 METERS
 KV4065'
 KV4065'TO SW CORNER OF SKYLIGHT 6.22 METERS
 KV4065'
 KV4065'NORMAL TO NEAREST EDGE OF I BEAM 2.981 METERS
 KV4065'
 KV4065'NORMAL TO E WALL (INSIDE) 2.627 METERS
 KV4065'
 KV4065'NORMAL TO W WALL (INSIDE) 4.308 METERS
 KV4065'
 KV4065'NORMAL TO SKYLIGHT 5.676 METERS
 KV4065
 KV4065                          STATION RECOVERY (1936)
 KV4065
 KV4065'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 KV4065'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2846 ***********************************************************************
 JU2846  DESIGNATION -  LONE
 JU2846  PID         -  JU2846
 JU2846  STATE/COUNTY-  NJ/ATLANTIC
 JU2846  USGS QUAD   -  OCEAN CITY (1994)
 JU2846
 JU2846                         *CURRENT SURVEY CONTROL
 JU2846  ___________________________________________________________________
 JU2846* NAD 83(1996)-  39 19 44.09721(N)    074 32 20.86405(W)     ADJUSTED  
 JU2846* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2846  ___________________________________________________________________
 JU2846  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 JU2846  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 JU2846
 JU2846  HORZ ORDER  -  THIRD
 JU2846
 JU2846.The horizontal coordinates were established by classical geodetic methods
 JU2846.and adjusted by the National Geodetic Survey in September 1999..
 JU2846
 JU2846.The orthometric height was scaled from a topographic map.
 JU2846
 JU2846.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2846
 JU2846.The geoid height was determined by GEOID03.
 JU2846
 JU2846;                    North         East     Units Scale Factor Converg.
 JU2846;SPC NJ       -    55,013.333   146,626.491   MT  0.99990014   -0 01 29.3
 JU2846;SPC NJ       -   180,489.58    481,057.08   sFT  0.99990014   -0 01 29.3
 JU2846;UTM  18      - 4,353,379.017   539,722.296   MT  0.99961943   +0 17 31.5
 JU2846
 JU2846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2846!SPC NJ       -   1.00000530  x   0.99990014  =   0.99990544
 JU2846!UTM  18      -   1.00000530  x   0.99961943  =   0.99962473
 JU2846
 JU2846|---------------------------------------------------------------------|
 JU2846| PID    Reference Object                     Distance      Geod. Az  |
 JU2846|                                                           dddmmss.s |
 JU2846| CB2204 LONE RM 1                            22.713 METERS 06420     |
 JU2846| CB2205 LONE RM 2                            21.855 METERS 17644     |
 JU2846| JU2855 MARSHALL RESET                      APPROX. 3.3 KM 2830305.5 |
 JU2846|---------------------------------------------------------------------|
 JU2846
 JU2846                          SUPERSEDED SURVEY CONTROL
 JU2846
 JU2846  NAD 83(1986)-  39 19 44.08431(N)    074 32 20.85910(W) AD(       ) 3
 JU2846  NAD 27      -  39 19 43.66400(N)    074 32 22.30700(W) AD(       ) 3
 JU2846
 JU2846.Superseded values are not recommended for survey control.
 JU2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2846.See file dsdata.txt to determine how the superseded data were derived.
 JU2846
 JU2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3972253379(NAD 83)
 JU2846_MARKER: DS = TRIANGULATION STATION DISK
 JU2846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2846
 JU2846  HISTORY     - Date     Condition        Report By
 JU2846  HISTORY     - 1935     MONUMENTED       CGS
 JU2846  HISTORY     - 1950     SEE DESCRIPTION  CGS
 JU2846
 JU2846                          STATION DESCRIPTION
 JU2846
 JU2846'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2846'THIS INTERSECTION STATION IS LOCATED ON THE NW POINT OF THE
 JU2846'INLAND WATERWAY CUT AT RISLEY CHANNEL.  THIS CUT CONNECTS RISLEY
 JU2846'CHANNEL AND BROAD THOROFARE.
 JU2846'
 JU2846'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2846'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.  ALL MARKS ARE IN
 JU2846'ACCORDANCE WITH THE ABOVE NOTES EXCEPT MONUMENTS WERE FASTENED
 JU2846'TO THE UPPER ENDS OF CONCRETE PILES DRIVEN INTO THE MARSH.  ALL
 JU2846'DISKS STAMPED LONE 1935.  REFERENCE MARKS STAMPED 1 AND 2
 JU2846'RESPECTIVELY.
 JU2846'
 JU2846'STATION MAY BE REACHED ONLY BY BOAT.
 JU2846'
 JU2846'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 JU2846
 JU2846                          STATION RECOVERY (1950)
 JU2846
 JU2846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2846'STATION MARK AND REFERENCE MARKS WERE DESTROYED.  THE MONUMENTS
 JU2846'HAVE CRUMBLED AWAY.  STATION DISK AND REFERENCE MARK 2 DISK
 JU2846'WERE FOUND IN THE MUD.  REFERENCE MARK 1 DISK WAS NOT FOUND,
 JU2846'BUT IS PROBABLY BENEATH THE SURFACE OF THE MUD NEAR ITS ORIGINAL
 JU2846'POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4148 ***********************************************************************
 KV4148  DESIGNATION -  LONE CHIMNEY
 KV4148  PID         -  KV4148
 KV4148  STATE/COUNTY-  NJ/HUDSON
 KV4148  USGS QUAD   -  ORANGE (1981)
 KV4148
 KV4148                         *CURRENT SURVEY CONTROL
 KV4148  ___________________________________________________________________
 KV4148* NAD 83(1996)-  40 46 10.08611(N)    074 08 19.44536(W)     ADJUSTED  
 KV4148* NAVD 88     -                                                        
 KV4148  ___________________________________________________________________
 KV4148  LAPLACE CORR-           6.13  (seconds)                    DEFLEC99
 KV4148  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KV4148
 KV4148  HORZ ORDER  -  THIRD
 KV4148
 KV4148.The horizontal coordinates were established by classical geodetic methods
 KV4148.and adjusted by the National Geodetic Survey in September 1999..
 KV4148
 KV4148
 KV4148.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4148
 KV4148.The geoid height was determined by GEOID03.
 KV4148
 KV4148;                    North         East     Units Scale Factor Converg.
 KV4148;SPC NJ       -   215,011.986   180,497.749   MT  0.99991144   +0 14 09.3
 KV4148;SPC NJ       -   705,418.49    592,183.03   sFT  0.99991144   +0 14 09.3
 KV4148;SPC NY L     -    66,948.015   288,286.999   MT  0.99999589   -0 05 26.7
 KV4148;SPC NY L     -   219,645.28    945,821.60   sFT  0.99999589   -0 05 26.7
 KV4148;UTM  18      - 4,513,523.137   572,685.915   MT  0.99966503   +0 33 44.8
 KV4148
 KV4148                          SUPERSEDED SURVEY CONTROL
 KV4148
 KV4148  NAD 83(1996)-  40 46 10.08611(N)    074 08 19.44560(W) AD(       ) 4
 KV4148  NAD 83(1986)-  40 46 10.08399(N)    074 08 19.45089(W) AD(       ) 4
 KV4148  NAD 27      -  40 46 09.66700(N)    074 08 20.94300(W) AD(       ) 3
 KV4148
 KV4148.Superseded values are not recommended for survey control.
 KV4148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4148.See file dsdata.txt to determine how the superseded data were derived.
 KV4148
 KV4148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7268613523(NAD 83)
 KV4148_MARKER: 85 = CHIMNEY
 KV4148
 KV4148  HISTORY     - Date     Condition        Report By
 KV4148  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4148
 KV4148                          STATION DESCRIPTION
 KV4148
 KV4148'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5326 ***********************************************************************
 KV5326  DESIGNATION -  LONE CHIMNEY NEAR SAYREVILLE
 KV5326  PID         -  KV5326
 KV5326  STATE/COUNTY-  NJ/MIDDLESEX
 KV5326  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5326
 KV5326                         *CURRENT SURVEY CONTROL
 KV5326  ___________________________________________________________________
 KV5326* NAD 83(1996)-  40 28 40.18538(N)    074 19 38.90333(W)     ADJUSTED  
 KV5326* NAVD 88     -                                                        
 KV5326  ___________________________________________________________________
 KV5326  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 KV5326  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KV5326
 KV5326  HORZ ORDER  -  THIRD
 KV5326
 KV5326.The horizontal coordinates were established by classical geodetic methods
 KV5326.and adjusted by the National Geodetic Survey in September 1999..
 KV5326
 KV5326
 KV5326.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5326
 KV5326.The geoid height was determined by GEOID03.
 KV5326
 KV5326;                    North         East     Units Scale Factor Converg.
 KV5326;SPC NJ       -   182,581.193   164,628.069   MT  0.99990263   +0 06 43.2
 KV5326;SPC NJ       -   599,018.46    540,117.26   sFT  0.99990263   +0 06 43.2
 KV5326;SPC NY L     -    34,604.982   272,231.321   MT  1.00001589   -0 12 51.1
 KV5326;SPC NY L     -   113,533.18    893,145.59   sFT  1.00001589   -0 12 51.1
 KV5326;UTM  18      - 4,481,010.973   557,004.758   MT  0.99964000   +0 26 11.7
 KV5326
 KV5326                          SUPERSEDED SURVEY CONTROL
 KV5326
 KV5326  NAD 83(1996)-  40 28 40.18494(N)    074 19 38.90391(W) AD(       ) 4
 KV5326  NAD 83(1986)-  40 28 40.18605(N)    074 19 38.90239(W) AD(       ) 4
 KV5326  NAD 27      -  40 28 39.80600(N)    074 19 40.37300(W) AD(       ) 3
 KV5326
 KV5326.Superseded values are not recommended for survey control.
 KV5326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5326.See file dsdata.txt to determine how the superseded data were derived.
 KV5326
 KV5326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5700581011(NAD 83)
 KV5326_MARKER: 85 = CHIMNEY
 KV5326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5326+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2001
 KV5326
 KV5326  HISTORY     - Date     Condition        Report By
 KV5326  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5326  HISTORY     - 20010317 GOOD             PORANY
 KV5326
 KV5326                          STATION DESCRIPTION
 KV5326
 KV5326'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5326'THE LONE CHIMNEY, APPROXIMATELY 1/2 MILE SE OF THE RARITAN RIVER
 KV5326'AND APPROXIMATELY 2 MILES W OF S AMBOY, NEAR SAYREVILLE.  IT IS
 KV5326'A STOCKY, SQUARE, RED-BRICK CHIMNEY.
 KV5326'
 KV5326'THE STATION IS THE CHIMNEY-TOP, APPROXIMATELY 65 FEET ABOVE GROUND.
 KV5326
 KV5326                          STATION RECOVERY (2001)
 KV5326
 KV5326'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV5326'STATION SURROUNDED BY TALL TREES TO NORTH, EAST AND WEST AND CONDOS TO
 KV5326'SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0801 ***********************************************************************
 KU0801  DESIGNATION -  LONG
 KU0801  PID         -  KU0801
 KU0801  STATE/COUNTY-  NJ/MONMOUTH
 KU0801  USGS QUAD   -  LONG BRANCH (1981)
 KU0801
 KU0801                         *CURRENT SURVEY CONTROL
 KU0801  ___________________________________________________________________
 KU0801* NAD 83(1996)-  40 18 26.13350(N)    073 58 40.63057(W)     ADJUSTED  
 KU0801* NAVD 88     -         5.267  (meters)      17.28   (feet)  POSTED    
 KU0801  ___________________________________________________________________
 KU0801  X           -   1,344,344.633 (meters)                     COMP
 KU0801  Y           -  -4,681,487.339 (meters)                     COMP
 KU0801  Z           -   4,104,044.215 (meters)                     COMP
 KU0801  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 KU0801  ELLIP HEIGHT-         -27.55  (meters)          (10/23/02) GPS OBS
 KU0801  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KU0801  DYNAMIC HT  -           5.260 (meters)      17.26  (feet)  COMP
 KU0801  MODELED GRAV-     980,175.8   (mgal)                       NAVD 88
 KU0801
 KU0801  HORZ ORDER  -  FIRST
 KU0801  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 KU0801  ELLP ORDER  -  FOURTH    CLASS I
 KU0801
 KU0801.The horizontal coordinates were established by GPS observations
 KU0801.and adjusted by the National Geodetic Survey in May 1999..
 KU0801
 KU0801.The orthometric height was determined by differential leveling
 KU0801.and adjusted by the National Geodetic Survey in 1992..
 KU0801.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 KU0801.rate greater than 8.0 mm/km.
 KU0801.WARNING-GPS observations at this control monument resulted in a GPS
 KU0801.derived orthometric height which differed from the leveled height by
 KU0801.more than one decimeter (0.1 meter).
 KU0801
 KU0801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU0801
 KU0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU0801
 KU0801.The ellipsoidal height was determined by GPS observations
 KU0801.and is referenced to NAD 83.
 KU0801
 KU0801.The geoid height was determined by GEOID03.
 KU0801
 KU0801.The dynamic height is computed by dividing the NAVD 88
 KU0801.geopotential number by the normal gravity value computed on the
 KU0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0801.degrees latitude (g = 980.6199 gals.).
 KU0801
 KU0801.The modeled gravity was interpolated from observed gravity values.
 KU0801
 KU0801;                    North         East     Units Scale Factor Converg.
 KU0801;SPC NJ       -   163,759.104   194,374.823   MT  0.99992423   +0 20 15.8
 KU0801;SPC NJ       -   537,266.33    637,711.40   sFT  0.99992423   +0 20 15.8
 KU0801;UTM  18      - 4,462,362.024   586,850.108   MT  0.99969285   +0 39 40.3
 KU0801
 KU0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU0801!SPC NJ       -   1.00000432  x   0.99992423  =   0.99992855
 KU0801!UTM  18      -   1.00000432  x   0.99969285  =   0.99969717
 KU0801
 KU0801:                Primary Azimuth Mark                     Grid Az
 KU0801:SPC NJ       -  LONG AZ MK                               008 39 06.7
 KU0801:UTM  18      -  LONG AZ MK                               008 19 42.2
 KU0801
 KU0801|---------------------------------------------------------------------|
 KU0801| PID    Reference Object                     Distance      Geod. Az  |
 KU0801|                                                           dddmmss.s |
 KU0801| KU0798 LONG AZ MK                                         0085922.5 |
 KU0801| KU0799 LONG RM 1                            26.030 METERS 02246     |
 KU0801| KV5043 DEAL INCINERATOR STACK              APPROX. 6.0 KM 2003608.4 |
 KU0801| KU2777 LONG BRANCH CH OF SEA CROSS         APPROX. 0.8 KM 2135431.4 |
 KU0801| KV5181 OAKHURST US ARMY TOWER              APPROX. 9.3 KM 2155007.8 |
 KU0801| KU0800 LONG RM 2                            26.858 METERS 23851     |
 KU0801| KU2771 LONG BRANCH J C P AND L CO STK      APPROX. 0.5 KM 2805603.8 |
 KU0801|---------------------------------------------------------------------|
 KU0801
 KU0801                          SUPERSEDED SURVEY CONTROL
 KU0801
 KU0801  ELLIP H (05/14/99)  -27.57   (m)                       GP(       ) 4 1
 KU0801  NAD 83(1992)-  40 18 26.13322(N)    073 58 40.63167(W) AD(       ) 1
 KU0801  ELLIP H (09/14/94)  -27.61   (m)                       GP(       ) 3 1
 KU0801  NAD 83(1986)-  40 18 26.13375(N)    073 58 40.62660(W) AD(       ) 2
 KU0801  NAD 27      -  40 18 25.73210(N)    073 58 42.13500(W) AD(       ) 2
 KU0801  NGVD 29 (04/16/92)    5.596  (m)           18.36   (f) ADJUSTED    1 1
 KU0801
 KU0801.Superseded values are not recommended for survey control.
 KU0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0801.See file dsdata.txt to determine how the superseded data were derived.
 KU0801
 KU0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8685062362(NAD 83)
 KU0801_MARKER: DD = SURVEY DISK
 KU0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0801_SP_SET: CONCRETE POST
 KU0801_STAMPING: LONG 1962
 KU0801_MARK LOGO: CGS   
 KU0801_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0801+STABILITY: SURFACE MOTION
 KU0801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU0801+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1993
 KU0801
 KU0801  HISTORY     - Date     Condition        Report By
 KU0801  HISTORY     - 1962     MONUMENTED       CGS
 KU0801  HISTORY     - 1964     GOOD             CGS
 KU0801  HISTORY     - 1964     GOOD             NGS
 KU0801  HISTORY     - 1988     GOOD             NOSAMC
 KU0801  HISTORY     - 19920604 MARK NOT FOUND   USPSQD
 KU0801  HISTORY     - 19931029 GOOD             NJGS
 KU0801
 KU0801                          STATION DESCRIPTION
 KU0801
 KU0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KU0801'NO MEASUREMENT BETWEEN RMS, BRUSH ON LINE.
 KU0801'
 KU0801'THE STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION
 KU0801'OF NORTH BROADWAY AND OCEAN AVE. ACROSS THE STREET FROM THE
 KU0801'BOARDWALK, IN THE EAST EDGE OF LONG BRANCH, AND ON CITY OWNED
 KU0801'PROPERTY.  IT IS 34 FEET NORTHWEST OF THE NORTHWEST CURB OF THE
 KU0801'INTERSECTION, 54 FEET NORTH OF THE CENTERLINE OF NORTH BROADWAY,
 KU0801'45 FEET WEST OF THE CENTERLINE OF OCEAN AVE., 30 FEET NORTHWEST
 KU0801'OF A STREET SIGN POLE, AND 21 FEET WEST OF A STREET LIGHT
 KU0801'POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LONG
 KU0801'1962.
 KU0801'
 KU0801'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON OCEAN
 KU0801'AVE. FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AT THE SOUTH
 KU0801'SIDE OF A PARKING AREA, JUST BEFORE REACHING A POINT WHERE THE
 KU0801'ROAD TURNS SHARP LEFT.
 KU0801'
 KU0801'REFERENCE MARK 1 IS 78 FEET NORTH OF THE STREET LIGHT POLE,
 KU0801'25 FEET WEST OF THE CENTERLINE OF OCEAN AVE., AND 5 FEET WEST OF
 KU0801'THE CENTER OF A SIDEWALK.  THE MONUMENT IS FLUSH AND THE DISK
 KU0801'IS STAMPED LONG NO 1 1962.
 KU0801'
 KU0801'REFERENCE MARK 2 IS 93 FEET WEST OF THE STREET SIGN POLE,
 KU0801'68 FEET EAST OF A POWER POLE, AND 8 FEET NORTH OF THE NORTH
 KU0801'CURB ON NORTH BROADWAY.  THE MONUMENT IS FLUSH AND THE DISK IS
 KU0801'STAMPED LONG NO 2 1962.
 KU0801'
 KU0801'THE AZIMUTH MARK IS 49 FEET WEST OF THE CENTERLINE OF OCEAN
 KU0801'AVE., 45 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME
 KU0801'HOUSE, AND IS SET AT THE SOUTH EDGE OF A BLACK TOP PARKING AREA
 KU0801'OF A DRIVE-IN RESTAURANT.  THE MONUMENT IS FLUSH AND THE DISK IS
 KU0801'STAMPED LONG 1962.
 KU0801'
 KU0801'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KU0801
 KU0801                          STATION RECOVERY (1964)
 KU0801
 KU0801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RG)
 KU0801'THE STATION, RM 1, RM 2, AND THE AZIMUTH MARK WERE RECOVERED
 KU0801'IN GOOD CONDITION.
 KU0801'
 KU0801'THE STATION IS LOCATED AT LONG BRANCH, AT THE INTERSECTION OF
 KU0801'OCEAN AVENUE AND NORTH BROADWAY AT THE EAST PART OF LONG BRANCH,
 KU0801'88.0 FEET NORTHEAST OF RM 2, 85.0 FEET SOUTH OF RM 1, 62.0 FEET
 KU0801'NORTHWEST OF THE INTERSECTION OF OCEAN AVENUE AND NORTH BROADWAY,
 KU0801'54.0 FEET NORTH OF THE CENTER LINE OF NORTH BROADWAY, 44.0 FEET
 KU0801'WEST OF THE CENTER LINE OF OCEAN AVENUE, ABOUT 1 FOOT ABOVE
 KU0801'OCEAN AVENUE AND IS SET IN THE TOP OF A CONCRETE POST WHICH IS
 KU0801'FLUSH WITH THE GROUND.
 KU0801'
 KU0801'RM 1 IS 85.0 FEET NORTH OF THE STATION LONG, 78.0 FEET NORTH OF
 KU0801'A LIGHT POLE, 58.0 FEET SOUTH OF A LIGHT POLE, 22.5 FEET WEST OF
 KU0801'THE CENTER LINE OF OCEAN AVENUE, 8.5 FEET WEST OF THE WEST SIDE
 KU0801'OF A SIDEWALK, ABOUT LEVEL WITH OCEAN AVENUE AND IS SET IN THE
 KU0801'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 KU0801'
 KU0801'RM 2 IS 68.0 FEET NORTHEAST OF POWER LINE POLE NUMBER 41120 LB,
 KU0801'29.0 FEET NORTH OF THE CENTER LINE OF NORTH BROADWAY, ABOUT
 KU0801'LEVEL WITH NORTH BROADWAY AND IS SET IN THE TOP OF A CONCRETE
 KU0801'POST WHICH IS FLUSH WITH THE GROUND.
 KU0801'
 KU0801'THE AZIMUTH MARK IS AT THE INTERSECTION OF OCEAN AND SEAVIEW
 KU0801'AVENUES, 117.0 FEET SOUTH OF THE CENTER LINE OF SEAVIEW AVENUE,
 KU0801'77.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE OCEAN VIEW
 KU0801'DRIVE-IN, 48.0 FEET WEST OF THE CENTER LINE OF OCEAN AVENUE,
 KU0801'46.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BLACK ASBESTOS
 KU0801'SHINGLED HOUSE, ABOUT LEVEL WITH OCEAN AVENUE AND IS SET IN THE
 KU0801'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 KU0801
 KU0801                          STATION RECOVERY (1964)
 KU0801
 KU0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU0801'AT LONG BRANCH.
 KU0801'AT LONG BRANCH, AT THE INTERSECTION OF OCEAN AVENUE AND NORTH
 KU0801'BROADWAY AT THE EAST PART OF LONG BRANCH, 88.0 FEET NORTHEAST OF
 KU0801'RM 2, 85.0 FEET SOUTH OF RM 1, 62.0 FEET NORTHWEST OF THE
 KU0801'INTERSECTION OF OCEAN AVENUE AND NORTH BROADWAY, 54.0 FEET NORTH
 KU0801'OF THE CENTER LINE OF NORTH BROADWAY, 44.0 FEET WEST OF THE
 KU0801'CENTER LINE OF OCEAN AVENUE, ABOUT 1 FOOT ABOVE OCEAN AVENUE
 KU0801'AND IS SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 KU0801'SURFACE OF THE GROUND.
 KU0801
 KU0801                          STATION RECOVERY (1988)
 KU0801
 KU0801'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KU0801'THE STATION WAS RECOVERED AT THIS DATE. THE STATION IS IN GOOD
 KU0801'CONDITION.  THE REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND.
 KU0801
 KU0801                          STATION RECOVERY (1992)
 KU0801
 KU0801'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0801'MARK NOT FOUND.
 KU0801
 KU0801                          STATION RECOVERY (1993)
 KU0801
 KU0801'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KU0801'THE STATION IS LOCATED IN THE BOROUGH OF LONG BRANCH.  TO REACH THE
 KU0801'STATION FROM THE INTERSECTION OF STATE ROUTE 35 AND 36, GO SOUTH ON
 KU0801'COUNTY ROAD 57, OCEAN BOULEVARD, FOR 0.45 MI (0.72 KM) TO THE
 KU0801'INTETERSECTION WITH NORTH BROADWAY.  TURN LEFT AND GO 0.15 MI
 KU0801'(0.24 KM) EAST ON NORTH BROADWAY TO THE DEAD END AND THE STATION ON
 KU0801'THE LEFT. THE STATION IS 10.0 M (32.8 FT) NORTH FROM THE NORTH CURB
 KU0801'OF NORTH BROADWAY, 6.5 M (21.3 FT) WEST FROM LIGHT POLE NUMBER JC
 KU0801'38AL 20MV, 30.3 M (99.4 FT) NORTH NORTHWEST FROM THE NORTHWEST CORNER
 KU0801'OF A POLICE PAVILLION, 5.7 NORTHWEST FROM A TRUNCATED CONCRETE CONE
 KU0801'ABOUT 1.0 M (3.3 FT) HIGH, 26.85 M (88.09 FT) NORTHEAST FROM
 KU0801'REFERENCE MARK NUMBER 2 AND 26.05 M (85.47 FT) SOUTH SOUTHWEST FROM
 KU0801'REFERENCE MARK NUMBER 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2725 ***********************************************************************
 JU2725  DESIGNATION -  LONG
 JU2725  PID         -  JU2725
 JU2725  STATE/COUNTY-  NJ/OCEAN
 JU2725  USGS QUAD   -  TUCKERTON (1995)
 JU2725
 JU2725                         *CURRENT SURVEY CONTROL
 JU2725  ___________________________________________________________________
 JU2725* NAD 83(1996)-  39 30 49.25135(N)    074 17 15.56188(W)     ADJUSTED  
 JU2725* NAVD 88     -         3.6    (meters)      12.     (feet)  VERTCON   
 JU2725  ___________________________________________________________________
 JU2725  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 JU2725  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JU2725
 JU2725  HORZ ORDER  -  SECOND
 JU2725
 JU2725.The horizontal coordinates were established by classical geodetic methods
 JU2725.and adjusted by the National Geodetic Survey in September 1999..
 JU2725
 JU2725.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2725
 JU2725.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2725
 JU2725.The geoid height was determined by GEOID03.
 JU2725
 JU2725;                    North         East     Units Scale Factor Converg.
 JU2725;SPC NJ       -    75,545.346   168,259.028   MT  0.99990410   +0 08 06.4
 JU2725;SPC NJ       -   247,851.69    552,029.83   sFT  0.99990410   +0 08 06.4
 JU2725;UTM  18      - 4,374,025.034   561,234.923   MT  0.99964617   +0 27 11.7
 JU2725
 JU2725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2725!SPC NJ       -   1.00000475  x   0.99990410  =   0.99990885
 JU2725!UTM  18      -   1.00000475  x   0.99964617  =   0.99965092
 JU2725
 JU2725:                Primary Azimuth Mark                     Grid Az
 JU2725:SPC NJ       -  LITTLE EGG WATERWAY LIGHT 75             029 10 01.1
 JU2725:UTM  18      -  LITTLE EGG WATERWAY LIGHT 75             028 50 55.8
 JU2725
 JU2725|---------------------------------------------------------------------|
 JU2725| PID    Reference Object                     Distance      Geod. Az  |
 JU2725|                                                           dddmmss.s |
 JU2725| JU2704 LITTLE EGG WATERWAY LIGHT 75        APPROX. 5.3 KM 0291807.5 |
 JU2725| JU2715 LITTLE EGG WATERWAY LIGHT 79        APPROX. 3.5 KM 0324115.7 |
 JU2725| JU2716 HOLGATE WATER TANK                  APPROX. 3.2 KM 0415716.6 |
 JU2725| JU2718 HOLGATE COAST GUARD LOT             APPROX. 3.1 KM 0471224.9 |
 JU2725| JU0212 LONG AZ MK                                         0471432.6 |
 JU2725| CB2210 LONG RM 1                             5.506 METERS 19114     |
 JU2725| JU2729 LITTLE EGG WATERWAY LIGHT 96        APPROX. 2.0 KM 2465854.6 |
 JU2725| JU2723 SEVEN ISLANDS FISH FACTORY TK       APPROX. 4.3 KM 2775500.9 |
 JU2725| CB2211 LONG RM 2                             6.570 METERS 34322     |
 JU2725|---------------------------------------------------------------------|
 JU2725
 JU2725                          SUPERSEDED SURVEY CONTROL
 JU2725
 JU2725  NAD 83(1986)-  39 30 49.24528(N)    074 17 15.55263(W) AD(       ) 2
 JU2725  NAD 27      -  39 30 48.82270(N)    074 17 17.03950(W) AD(       ) 2
 JU2725  NGVD 29 (07/19/86)    4.0    (m)           13.     (f) VERT ANG       
 JU2725
 JU2725.Superseded values are not recommended for survey control.
 JU2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2725.See file dsdata.txt to determine how the superseded data were derived.
 JU2725
 JU2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6123574025(NAD 83)
 JU2725_MARKER: DS = TRIANGULATION STATION DISK
 JU2725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2725_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU2725
 JU2725  HISTORY     - Date     Condition        Report By
 JU2725  HISTORY     - 1962     MONUMENTED       CGS
 JU2725  HISTORY     - 1964     SEE DESCRIPTION  CGS
 JU2725  HISTORY     - 1971     MARK NOT FOUND   NGS
 JU2725
 JU2725                          STATION DESCRIPTION
 JU2725
 JU2725'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2725'THE STATION IS ABOUT 4-1/2 MILES SOUTH-SOUTHWEST OF BEACH HAVEN,
 JU2725'2 MILES SOUTH-SOUTHWEST OF THE HOLGATE COAST GUARD LOOKOUT
 JU2725'TOWER, ON A SMALL SAND DUNE NEAR THE SOUTH END OF LONG BEACH
 JU2725'ISLAND AND IS ON GOVERNMENT PROPERTY.  IT IS 5.4 FEET NORTH OF
 JU2725'A HYDROGRAPHIC SIGNAL, 3.7 FEET WEST OF A WITNESS POST, 95 FEET
 JU2725'NORTH OF A NATIONAL WILDLIFE REFUGE SIGN AND 145 FEET NORTH OF
 JU2725'THE HIGH TIDE WATERLINE.  THE MONUMENT PROJECTS 8 INCHES AND
 JU2725'THE DISK IS STAMPED LONG 1962.
 JU2725'
 JU2725'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 72 AND LONG
 JU2725'BEACH BOULEVARD WHERE HIGHWAY 72 ENDS, GO SOUTH-SOUTHWEST ON
 JU2725'LONG BEACH BOULEVARD FOR 9.4 MILES TO THE HOLGATE COAST GUARD
 JU2725'LOOKOUT TOWER ON THE LEFT AND THE AZIMUTH MARK IN THE CONCRETE
 JU2725'FOUNDATION OF THE TOWER.  CONTINUE SOUTH ON THE BOULEVARD FOR
 JU2725'0.05 MILES TO ITS END (FROM THIS POINT A FOUR WHEEL DRIVE
 JU2725'VEHICLE WILL BE NEEDED.) CONTINUE SOUTH-SOUTHWEST ACROSS LOOSE
 JU2725'SAND FOR 2.2 MILES TO A LOW SAND DUNE WHERE THE ISLAND NARROWS
 JU2725'AND THE STATION.
 JU2725'
 JU2725'REFERENCE MARK 1 IS 14 FEET SOUTH THE HYDROGRAPHIC SIGNAL,
 JU2725'18.3 FEET SOUTH OF THE WITNESS POST, 77 FEET NORTH OF THE WILDLIFE
 JU2725'REFUGE SIGN AND 127 FEET NORTH OF THE HIGH TIDE WATERLINE.  THE
 JU2725'MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED LONG NO 1 1962.
 JU2725'
 JU2725'REFERENCE MARK 2 IS 27 FEET NORTHWEST OF THE HYDROGRAPHIC
 JU2725'SIGNAL, 23.5 FEET NORTHWEST OF THE WITNESS POST AND 113 FEET
 JU2725'NORTH OF THE WILDLIFE SIGN.  THE MONUMENT PROJECTS 8 INCHES AND
 JU2725'THE DISK IS STAMPED LONG NO 2 1962.
 JU2725'
 JU2725'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK CEMENTED IN
 JU2725'A DRILL HOLE IN THE SOUTH WALL OF THE CONCRETE FOUNDATION OF
 JU2725'THE HOLGATE COAST GUARD LOOKOUT TOWER, ABOUT 5 FEET ABOVE THE
 JU2725'GROUND.  IT IS 4 FEET WEST OF THE SOUTHEAST LEG OF THE TOWER,
 JU2725'12 FEET EAST OF THE SOUTHWEST LEG OF THE TOWER AND THE DISK IS
 JU2725'STAMPED LONG 1962.
 JU2725'
 JU2725'THE HYDROGRAPHIC SIGNAL IS A NAIL DRIVEN THE TOP OF A 2 IN X 4 IN
 JU2725'STAKE ABOUT 2 FEET ABOVE THE GROUND.  IT IS UNDER A WOOD
 JU2725'FRAME, CLOTH COVERED TARGET ABOUT 16 FEET HIGH.
 JU2725'
 JU2725'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 JU2725
 JU2725                          STATION RECOVERY (1964)
 JU2725
 JU2725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 JU2725'THE STATION WAS NOT VISITED OR LEVELED TO DUE TO THE DISTANCE FROM
 JU2725'END OF ROAD.  THE AZIMUTH MARK WAS FOUND AS DESCRIBED AND IN GOOD
 JU2725'CONDITION.  IT WAS LEVELED TO BY THIS PARTY.
 JU2725
 JU2725                          STATION RECOVERY (1971)
 JU2725
 JU2725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU2725'THE STATION MARK WAS NOT RECOVERED AFTER A REASONABLE SEARCH OF THE
 JU2725'AREA AND IS PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2739 ***********************************************************************
 JU2739  DESIGNATION -  LONG
 JU2739  PID         -  JU2739
 JU2739  STATE/COUNTY-  NJ/BURLINGTON
 JU2739  USGS QUAD   -  NEW GRETNA (1977)
 JU2739
 JU2739                         *CURRENT SURVEY CONTROL
 JU2739  ___________________________________________________________________
 JU2739* NAD 83(1996)-  39 34 31.02327(N)    074 26 19.48707(W)     ADJUSTED  
 JU2739* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2739  ___________________________________________________________________
 JU2739  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 JU2739  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JU2739
 JU2739  HORZ ORDER  -  THIRD
 JU2739
 JU2739.The horizontal coordinates were established by classical geodetic methods
 JU2739.and adjusted by the National Geodetic Survey in September 1999..
 JU2739
 JU2739.The orthometric height was scaled from a topographic map.
 JU2739
 JU2739.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2739
 JU2739.The geoid height was determined by GEOID03.
 JU2739
 JU2739;                    North         East     Units Scale Factor Converg.
 JU2739;SPC NJ       -    82,364.489   155,262.416   MT  0.99990034   +0 02 20.5
 JU2739;SPC NJ       -   270,224.16    509,390.11   sFT  0.99990034   +0 02 20.5
 JU2739;UTM  18      - 4,380,770.073   548,204.076   MT  0.99962861   +0 21 27.3
 JU2739
 JU2739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2739!SPC NJ       -   1.00000500  x   0.99990034  =   0.99990534
 JU2739!UTM  18      -   1.00000500  x   0.99962861  =   0.99963361
 JU2739
 JU2739:                Primary Azimuth Mark                     Grid Az
 JU2739:SPC NJ       -  MULLICA                                  224 18 40.0
 JU2739:UTM  18      -  MULLICA                                  223 59 33.2
 JU2739
 JU2739|---------------------------------------------------------------------|
 JU2739| PID    Reference Object                     Distance      Geod. Az  |
 JU2739|                                                           dddmmss.s |
 JU2739| JU2743 MULLICA                             APPROX. 2.8 KM 2242100.5 |
 JU2739| CB2206 LONG RM 1                            17.242 METERS 28032     |
 JU2739| CB2207 LONG RM 2                            13.149 METERS 35913     |
 JU2739|---------------------------------------------------------------------|
 JU2739
 JU2739                          SUPERSEDED SURVEY CONTROL
 JU2739
 JU2739  NAD 83(1986)-  39 34 31.01685(N)    074 26 19.48074(W) AD(       ) 3
 JU2739  NAD 27      -  39 34 30.59700(N)    074 26 20.94300(W) AD(       ) 3
 JU2739
 JU2739.Superseded values are not recommended for survey control.
 JU2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2739.See file dsdata.txt to determine how the superseded data were derived.
 JU2739
 JU2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4820480770(NAD 83)
 JU2739_MARKER: DS = TRIANGULATION STATION DISK
 JU2739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2739
 JU2739  HISTORY     - Date     Condition        Report By
 JU2739  HISTORY     - 1935     MONUMENTED       CGS
 JU2739  HISTORY     - 1950     GOOD             CGS
 JU2739  HISTORY     - 1962     GOOD             CGS
 JU2739
 JU2739                          STATION DESCRIPTION
 JU2739
 JU2739'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2739'BEGINNING ON U.S. HIGHWAY 9 (N.J. 4) AT THE BRIDGE OVER BASS
 JU2739'RIVER, PROCEED E ON 9-4, CROSS BRIDGE OVER JOBS CREEK AT 1.1
 JU2739'MILES AND TURN RIGHT (S) INTO FARM ROAD AT 1.4 MILES.  GO 0.4
 JU2739'MILE TO THE BEGINNING OF MARSH.  CROSS THE MARSH FOR 1.30 MILES
 JU2739'TO A FARM HOUSE (PASSING OVER A SMALL BRIDGE OVER A CREEK AT
 JU2739'0.65 MILE).  ABOUT 50 YARDS BEYOND THE HOUSE AND NEAR A BARN
 JU2739'TURN SHARP LEFT FOR 0.4 MILE (ROAD PRACTICALLY OBSCURED BY
 JU2739'BRUSH AND IS RATHER DIFFICULT).  STATION IS ON A POINT OF
 JU2739'GROUND ABOUT 8 FEET ABOVE LEVEL OF MARSH.  STATION IS JUST TO
 JU2739'THE NE OF A NUT TREE WITH A TRIANGULAR BLAZE.  DISKS WERE
 JU2739'STAMPED LONG 1935 AND REFERENCE MARKS STAMPED NO.1 AND NO.2
 JU2739'RESPECTIVELY.
 JU2739'
 JU2739'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2739'CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2739'
 JU2739'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 JU2739
 JU2739                          STATION RECOVERY (1950)
 JU2739
 JU2739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2739'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU2739'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITION--
 JU2739'
 JU2739'TRAVEL ON THE OBSCURED ROAD TO HIGHEST POINT OF LAND ON RIGHT
 JU2739'SIDE OF ROAD, THENCE WALK APPROXIMATELY 300 FEET SW ALONG TRAIL
 JU2739'TO RUINS OF SHED AND STATION SITE.
 JU2739'
 JU2739'THE DISTANCES TO REFERENCE MARKS WERE MEASURED WITH A STEEL
 JU2739'TAPE AND FOUND TO BE CORRECT.
 JU2739'
 JU2739'A 4- BY 4-INCH WITNESS POST WAS SET 3 FEET FROM STATION
 JU2739'PROJECTING 3 FEET ABOVE GROUND IN LINE WITH THE REBLAZED NUT TREE.
 JU2739
 JU2739                          STATION RECOVERY (1962)
 JU2739
 JU2739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2739'RECOVERED IN GOOD CONDITION, IT IS NO LONGER A DRIVE
 JU2739'STATION.  ALL MARKS PROJECT ABOUT 6 INCHES.  THE WITNESS POST
 JU2739'IS STILL IN PLACE.
 JU2739'
 JU2739'TO REACH FROM ROUTE 9 AT THE PARKWAY OVERPASS AND BRIDGE OVER
 JU2739'BASS RIVER, GO EAST ON ROUTE 9 FOR 1.4 MILES, PASSING THE BRIDGE
 JU2739'OVER JOBS CREEK AT 1.1 MILES, TO A DIRT ROAD ON THE RIGHT, TURN
 JU2739'RIGHT AND GO SOUTH FOR 0.2 MILE TO A FORK, TAKE THE RIGHT FORK
 JU2739'WEST AND SOUTHWEST 0.2 MILE TO THE MARSH, CROSS THE MARSH AND A
 JU2739'SMALL BRIDGE (IT IS A HOME-MADE BRIDGE, NOT FOR HEAVY LOADS),
 JU2739'AND CONTINUE THROUGH THE FIRST PATCH OF WOODS TO END OF TRUCK
 JU2739'TRAVEL.  (THE BRIDGE OVER WOLF CREEK IS OUT, AND NO WAY TO
 JU2739'TURN AROUND.) FOLLOW THE OLD ROAD TRACE TO AN ABANDONED
 JU2739'HOUSE, CONTINUE SOUTHWEST 250 FEET TO A BARN, TURN LEFT
 JU2739'ALONG AN OVERGROWN ROAD TRACE FOR ABOUT 700 FEET (PACED)
 JU2739'TO ANOTHER DILAPIDATED HOUSE, PASSING BETWEEN IT AND A
 JU2739'SMALL SHED, CONTINUE STRAIGHT AHEAD ABOUT 200 FEET
 JU2739'THROUGH BRUSH AND BRIAR TO A SMALL CLEARING AND DIM ROAD
 JU2739'TRACE, LEFT.  FOLLOW THIS TRACE (SANDY SOIL) TO A SANDY KNOLL,
 JU2739'TURN RIGHT AND GO SOUTHWEST ABOUT 500 FEET TO RUINS OF A SMALL
 JU2739'SHED AND THE STATION BEYOND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2936 ***********************************************************************
 JU2936  DESIGNATION -  LONG
 JU2936  PID         -  JU2936
 JU2936  STATE/COUNTY-  NJ/CAPE MAY
 JU2936  USGS QUAD   -  STONE HARBOR (1972)
 JU2936
 JU2936                         *CURRENT SURVEY CONTROL
 JU2936  ___________________________________________________________________
 JU2936* NAD 83(1996)-  39 06 07.15031(N)    074 45 43.32857(W)     ADJUSTED  
 JU2936* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2936  ___________________________________________________________________
 JU2936  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 JU2936  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 JU2936
 JU2936  HORZ ORDER  -  THIRD
 JU2936
 JU2936.The horizontal coordinates were established by classical geodetic methods
 JU2936.and adjusted by the National Geodetic Survey in September 1999..
 JU2936
 JU2936.The orthometric height was scaled from a topographic map.
 JU2936
 JU2936.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2936
 JU2936.The geoid height was determined by GEOID03.
 JU2936
 JU2936;                    North         East     Units Scale Factor Converg.
 JU2936;SPC NJ       -    29,854.166   127,335.661   MT  0.99990632   -0 09 55.0
 JU2936;SPC NJ       -    97,946.54    417,767.08   sFT  0.99990632   -0 09 55.0
 JU2936;UTM  18      - 4,328,121.150   520,576.143   MT  0.99960521   +0 09 00.3
 JU2936
 JU2936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2936!SPC NJ       -   1.00000542  x   0.99990632  =   0.99991174
 JU2936!UTM  18      -   1.00000542  x   0.99960521  =   0.99961063
 JU2936
 JU2936|---------------------------------------------------------------------|
 JU2936| PID    Reference Object                     Distance      Geod. Az  |
 JU2936|                                                           dddmmss.s |
 JU2936| CB2208 LONG RM 1                            14.189 METERS 14429     |
 JU2936| JU2939 CHANNEL                             APPROX. 4.6 KM 1920713.9 |
 JU2936|---------------------------------------------------------------------|
 JU2936
 JU2936                          SUPERSEDED SURVEY CONTROL
 JU2936
 JU2936  NAD 83(1991)-  39 06 07.13244(N)    074 45 43.32852(W) AD(       ) 3
 JU2936  NAD 83(1986)-  39 06 07.13226(N)    074 45 43.32869(W) AD(       ) 3
 JU2936  NAD 27      -  39 06 06.71800(N)    074 45 44.74000(W) AD(       ) 3
 JU2936
 JU2936.Superseded values are not recommended for survey control.
 JU2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2936.See file dsdata.txt to determine how the superseded data were derived.
 JU2936
 JU2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2057628121(NAD 83)
 JU2936_MARKER: DS = TRIANGULATION STATION DISK
 JU2936_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU2936_SP_SET: TOP OF METAL PIPE IN CONCRETE
 JU2936
 JU2936  HISTORY     - Date     Condition        Report By
 JU2936  HISTORY     - 1936     MONUMENTED       CGS
 JU2936  HISTORY     - 1937     GOOD             CGS
 JU2936
 JU2936                          STATION DESCRIPTION
 JU2936
 JU2936'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2936'LOCATED ON THE N SIDE OF GREAT SOUND ON A SHARP POINT OF LAND
 JU2936'FORMED BY THE SOUND AND THE PRESENT INLAND WATERWAY LEADING TO
 JU2936'INGRAMS THOROFARE.  THE STATION IS ON FAIRLY FIRM MARSH LAND
 JU2936'ABOUT 150 FEET SE OF THE EXTREME POINT, 50 FEET NE OF THE SOUND
 JU2936'SHORE LINE AND 45-1/2 FEET SW OF THE INLAND WATERWAY.
 JU2936'
 JU2936'STATION IS MARKED, AS DESCRIBED IN NOTE 6C, BY A STANDARD DISK
 JU2936'(STAMPED LONG 1936) SET IN TOP OF AN 8-INCH TILE OF CONCRETE
 JU2936'WHICH PROJECTS 8 INCHES ABOVE GROUND.
 JU2936'
 JU2936'REFERENCE MARK NO.1 IS MARKED, AS DESCRIBED IN NOTE 13C, BY A
 JU2936'STANDARD DISK (STAMPED NO.1 LONG 1936) SET IN AN 8-INCH TILE OF
 JU2936'CONCRETE AND EXTENDS 5 INCHES ABOVE GROUND.
 JU2936
 JU2936                          STATION RECOVERY (1937)
 JU2936
 JU2936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2936'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD
 JU2936'CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0212 ***********************************************************************
 JU0212  DESIGNATION -  LONG AZ MK
 JU0212  PID         -  JU0212
 JU0212  STATE/COUNTY-  NJ/OCEAN
 JU0212  USGS QUAD   -  TUCKERTON (1995)
 JU0212
 JU0212                         *CURRENT SURVEY CONTROL
 JU0212  ___________________________________________________________________
 JU0212* NAD 83(1986)-  39 31 53.     (N)    074 15 45.     (W)     SCALED    
 JU0212* NAVD 88     -         4.541  (meters)      14.90   (feet)  ADJUSTED  
 JU0212  ___________________________________________________________________
 JU0212  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JU0212  DYNAMIC HT  -           4.539 (meters)      14.89  (feet)  COMP
 JU0212  MODELED GRAV-     980,129.7   (mgal)                       NAVD 88
 JU0212
 JU0212  VERT ORDER  -  FIRST     CLASS I
 JU0212
 JU0212.The horizontal coordinates were scaled from a topographic map and have
 JU0212.an estimated accuracy of +/- 6 seconds.
 JU0212
 JU0212.The orthometric height was determined by differential leveling
 JU0212.and adjusted by the National Geodetic Survey in June 1991..
 JU0212
 JU0212.The geoid height was determined by GEOID03.
 JU0212
 JU0212.The dynamic height is computed by dividing the NAVD 88
 JU0212.geopotential number by the normal gravity value computed on the
 JU0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0212.degrees latitude (g = 980.6199 gals.).
 JU0212
 JU0212.The modeled gravity was interpolated from observed gravity values.
 JU0212
 JU0212;                    North         East    Units  Estimated Accuracy
 JU0212;SPC NJ       -    77,520.      170,420.      MT  (+/- 180 meters Scaled)
 JU0212
 JU0212                          SUPERSEDED SURVEY CONTROL
 JU0212
 JU0212  NGVD 29 (??/??/??)    4.924  (m)           16.15   (f) ADJUSTED    1 1
 JU0212
 JU0212.Superseded values are not recommended for survey control.
 JU0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0212.See file dsdata.txt to determine how the superseded data were derived.
 JU0212
 JU0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ633760(NAD 83)
 JU0212_MARKER: DZ = AZIMUTH MARK DISK
 JU0212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0212_SP_SET: TOWER
 JU0212_STAMPING: LONG 1962
 JU0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0212
 JU0212  HISTORY     - Date     Condition        Report By
 JU0212  HISTORY     - 1962     MONUMENTED       CGS
 JU0212  HISTORY     - 1964     GOOD             CGS
 JU0212  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0212
 JU0212                          STATION DESCRIPTION
 JU0212
 JU0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0212'AT BEACH HAVEN.
 JU0212'ON LONG BEACH ISLAND, AT BEACH HAVEN, ABOUT 2.7 MILES SOUTHWEST
 JU0212'ALONG BAY AVENUE FROM THE BEACH HAVEN POST OFFICE, AT BONDS
 JU0212'U.S. COAST GUARD LIFEBOAT STATION, 248 FEET SOUTHEAST OF THE
 JU0212'CENTER LINE OF BAY AVENUE, SET IN THE TOP OF THE CONCRETE CROSS
 JU0212'MEMBER WHICH CONNECTS THE TWO LEGS ON THE SOUTHWEST SIDE OF THE
 JU0212'LOOKOUT TOWER, 12 FEET SOUTHEAST OF THE WEST LEG OF THE TOWER,
 JU0212'4.3 FEET NORTHWEST OF THE SOUTH LEG OF THE TOWER AND ABOUT 5
 JU0212'FEET ABOVE THE LEVEL OF THE GROUND.
 JU0212
 JU0212                          STATION RECOVERY (1985)
 JU0212
 JU0212'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0798 ***********************************************************************
 KU0798  DESIGNATION -  LONG AZ MK
 KU0798  PID         -  KU0798
 KU0798  STATE/COUNTY-  NJ/MONMOUTH
 KU0798  USGS QUAD   -  LONG BRANCH (1981)
 KU0798
 KU0798                         *CURRENT SURVEY CONTROL
 KU0798  ___________________________________________________________________
 KU0798* NAD 83(1986)-  40 18 25.     (N)    073 58 40.     (W)     SCALED    
 KU0798* NAVD 88     -         4.050  (meters)      13.29   (feet)  POSTED    
 KU0798  ___________________________________________________________________
 KU0798  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KU0798  DYNAMIC HT  -           4.050 (meters)      13.29  (feet)  COMP
 KU0798  MODELED GRAV-     980,175.8   (mgal)                       NAVD 88
 KU0798
 KU0798  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KU0798
 KU0798.The horizontal coordinates were scaled from a topographic map and have
 KU0798.an estimated accuracy of +/- 6 seconds.
 KU0798
 KU0798.The orthometric height was determined by differential leveling
 KU0798.and adjusted by the National Geodetic Survey in 1992..
 KU0798.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KU0798.rate of 4.1 thru 8.0 mm/km.
 KU0798
 KU0798.The geoid height was determined by GEOID03.
 KU0798
 KU0798.The dynamic height is computed by dividing the NAVD 88
 KU0798.geopotential number by the normal gravity value computed on the
 KU0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0798.degrees latitude (g = 980.6199 gals.).
 KU0798
 KU0798.The modeled gravity was interpolated from observed gravity values.
 KU0798
 KU0798;                    North         East    Units  Estimated Accuracy
 KU0798;SPC NJ       -   163,720.      194,390.      MT  (+/- 180 meters Scaled)
 KU0798
 KU0798                          SUPERSEDED SURVEY CONTROL
 KU0798
 KU0798  NGVD 29 (04/16/92)    4.387  (m)           14.39   (f) ADJUSTED    1 1
 KU0798
 KU0798.Superseded values are not recommended for survey control.
 KU0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0798.See file dsdata.txt to determine how the superseded data were derived.
 KU0798
 KU0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK868623(NAD 83)
 KU0798_MARKER: DZ = AZIMUTH MARK DISK
 KU0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0798_STAMPING: LONG 1962
 KU0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0798+STABILITY: SURFACE MOTION
 KU0798
 KU0798  HISTORY     - Date     Condition        Report By
 KU0798  HISTORY     - 1962     MONUMENTED       CGS
 KU0798  HISTORY     - 1964     GOOD             NGS
 KU0798  HISTORY     - 19920604 MARK NOT FOUND   USPSQD
 KU0798
 KU0798                          STATION DESCRIPTION
 KU0798
 KU0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KU0798'AT LONG BRANCH.
 KU0798'AT THE INTERSECTIONS OF OCEAN AND SEAVIEW AVENUES, 117.0 FEET
 KU0798'SOUTH OF THE CENTER LINE OF SEAVIEW AVENUE, 77.0 FEET SOUTHEAST
 KU0798'OF THE SOUTHEAST CORNER OF THE OCEAN VIEW DRIVE-IN, 48.0 FEET
 KU0798'WEST OF THE CENTER LINE OF OCEAN AVENUE, 46.0 FEET NORTHEAST OF THE
 KU0798'NORTHEAST CORNER OF A BLACK ASBESTOS SHINGLED HOUSE, ABOUT LEVEL
 KU0798'WITH OCEAN AVENUE AND IS SET IN THE TOP OF A CONCRETE POST
 KU0798'PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  THIS MARK IS 0.15
 KU0798'MILE EAST OF BM 6280 (NJGS).
 KU0798
 KU0798                          STATION RECOVERY (1992)
 KU0798
 KU0798'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2671 ***********************************************************************
 JU2671  DESIGNATION -  LONG BEACH WATER WKS STANDPIPE
 JU2671  PID         -  JU2671
 JU2671  STATE/COUNTY-  NJ/OCEAN
 JU2671  USGS QUAD   -  BEACH HAVEN (1977)
 JU2671
 JU2671                         *CURRENT SURVEY CONTROL
 JU2671  ___________________________________________________________________
 JU2671* NAD 83(1996)-  39 35 10.63430(N)    074 13 27.64727(W)     ADJUSTED  
 JU2671* NAVD 88     -                                                        
 JU2671  ___________________________________________________________________
 JU2671  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 JU2671  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JU2671
 JU2671  HORZ ORDER  -  THIRD
 JU2671
 JU2671.The horizontal coordinates were established by classical geodetic methods
 JU2671.and adjusted by the National Geodetic Survey in September 1999..
 JU2671
 JU2671
 JU2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2671
 JU2671.The geoid height was determined by GEOID03.
 JU2671
 JU2671;                    North         East     Units Scale Factor Converg.
 JU2671;SPC NJ       -    83,620.504   173,678.208   MT  0.99990690   +0 10 32.4
 JU2671;SPC NJ       -   274,344.94    569,809.25   sFT  0.99990690   +0 10 32.4
 JU2671;UTM  18      - 4,382,128.113   566,607.776   MT  0.99965462   +0 29 39.5
 JU2671
 JU2671                          SUPERSEDED SURVEY CONTROL
 JU2671
 JU2671  NAD 83(1986)-  39 35 10.62482(N)    074 13 27.64145(W) AD(       ) 4
 JU2671  NAD 27      -  39 35 10.19800(N)    074 13 29.14300(W) AD(       ) 3
 JU2671
 JU2671.Superseded values are not recommended for survey control.
 JU2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2671.See file dsdata.txt to determine how the superseded data were derived.
 JU2671
 JU2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6660882128(NAD 83)
 JU2671_MARKER: 52 = STANDPIPE TANK
 JU2671
 JU2671  HISTORY     - Date     Condition        Report By
 JU2671  HISTORY     - 1932     FIRST OBSERVED   CGS
 JU2671  HISTORY     - 1935     GOOD             CGS
 JU2671  HISTORY     - 1950     GOOD             CGS
 JU2671  HISTORY     - 1951     GOOD             CGS
 JU2671  HISTORY     - 1962     GOOD             CGS
 JU2671  HISTORY     - 1973     GOOD             NGS
 JU2671  HISTORY     - 19970701 GOOD             USPSQD
 JU2671  HISTORY     - 20060616 MARK NOT FOUND   GEOCAC
 JU2671
 JU2671                          STATION DESCRIPTION
 JU2671
 JU2671'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RCB)
 JU2671'NO DESCRIPTION AVAILABLE.  RECOVERED IN GOOD CONDITION.
 JU2671'
 JU2671'BLACK STANDPIPE ABOUT 100 FEET HIGH WITH LONG BEACH WATER
 JU2671'CO. PAINTED ON THE SIDE WITH WHITE LETTERS.
 JU2671
 JU2671                          STATION RECOVERY (1950)
 JU2671
 JU2671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2671'STATION RECOVERED IN GOOD CONDITION.  LOCATED ON LONG BEACH, AT
 JU2671'BEACH HAVEN TERRACE BETWEEN PENN AND NEW JERSEY AVENUES, 154 FEET
 JU2671'W OF THE CENTER LINE OF BAY AVENUE.  STATION IS A STEEL STANDPIPE
 JU2671'APPROXIMATELY 15 FEET IN DIAMETER, 119 FEET TALL, PAINTED GREY
 JU2671'WITH THE NAME LONG BEACH WATER CO. PAINTED ON ITS SIDES.
 JU2671
 JU2671                          STATION RECOVERY (1951)
 JU2671
 JU2671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LAH)
 JU2671'GRAY STANDPIPE ABOUT 120 FEET HIGH WITH LONG BEACH WATER CO. PAINTED
 JU2671'ON THE SIDE WITH WHITE LETTERS.  STANDPIPE IS LOCATED NORTH
 JU2671'OF THE INTERSECTION OF PENNSYLVANIA AVENUE AND LONG BEACH BLVD.
 JU2671
 JU2671                          STATION RECOVERY (1962)
 JU2671
 JU2671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2671'STATION WAS LISTED AS STANDPIPE IN 1932 BUT WAS NOT DESCRIBED.  THE
 JU2671'STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED IN
 JU2671'BEACH HAVEN TERRACE ABOUT 150 FEET NORTHWEST OF THE INTERSECTION
 JU2671'OF BAY AVENUE AND PENNSYLVANIA AVENUE.  IT IS A STANDARD METAL
 JU2671'STANDPIPE PAINTED GREY AND ITS OVERALL HEIGHT IS ABOUT 125 FEET.
 JU2671
 JU2671                          STATION RECOVERY (1973)
 JU2671
 JU2671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 JU2671'RECOVERED AS DESCRIBED IN THE 1962 DESCRIPTION.
 JU2671'
 JU2671'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2671'IN BEACH HAVEN.
 JU2671
 JU2671                          STATION RECOVERY (1997)
 JU2671
 JU2671'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2671'RECOVERED IN GOOD CONDITION.
 JU2671
 JU2671                          STATION RECOVERY (2006)
 JU2671
 JU2671'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2671'THE OLD STANDPIPE HAS BEEN REPLACED WITH A WATERSPHERE.  THERE IS NO
 JU2671'STANDPIPE AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2777 ***********************************************************************
 KU2777  DESIGNATION -  LONG BRANCH CH OF SEA CROSS
 KU2777  PID         -  KU2777
 KU2777  STATE/COUNTY-  NJ/MONMOUTH
 KU2777  USGS QUAD   -  LONG BRANCH (1981)
 KU2777
 KU2777                         *CURRENT SURVEY CONTROL
 KU2777  ___________________________________________________________________
 KU2777* NAD 83(1996)-  40 18 05.70653(N)    073 58 58.56408(W)     ADJUSTED  
 KU2777* NAVD 88     -                                                        
 KU2777  ___________________________________________________________________
 KU2777  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 KU2777  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KU2777
 KU2777  HORZ ORDER  -  THIRD
 KU2777
 KU2777.The horizontal coordinates were established by classical geodetic methods
 KU2777.and adjusted by the National Geodetic Survey in September 1999..
 KU2777
 KU2777
 KU2777.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2777
 KU2777.The geoid height was determined by GEOID03.
 KU2777
 KU2777;                    North         East     Units Scale Factor Converg.
 KU2777;SPC NJ       -   163,126.618   193,955.061   MT  0.99992378   +0 20 04.0
 KU2777;SPC NJ       -   535,191.25    636,334.23   sFT  0.99992378   +0 20 04.0
 KU2777;UTM  18      - 4,461,727.324   586,434.019   MT  0.99969196   +0 39 28.4
 KU2777
 KU2777                          SUPERSEDED SURVEY CONTROL
 KU2777
 KU2777  NAD 83(1986)-  40 18 05.70630(N)    073 58 58.55982(W) AD(       ) 4
 KU2777  NAD 27      -  40 18 05.30400(N)    073 59 00.06600(W) AD(       ) 3
 KU2777
 KU2777.Superseded values are not recommended for survey control.
 KU2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2777.See file dsdata.txt to determine how the superseded data were derived.
 KU2777
 KU2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8643461727(NAD 83)
 KU2777_MARKER: 91 = CHURCH CROSS
 KU2777
 KU2777  HISTORY     - Date     Condition        Report By
 KU2777  HISTORY     - 1934     FIRST OBSERVED   CGS
 KU2777  HISTORY     - 1940     GOOD             CGS
 KU2777  HISTORY     - 1962     GOOD             CGS
 KU2777  HISTORY     - 1988     GOOD             NOSAMC
 KU2777  HISTORY     - 19920523 GOOD             USPSQD
 KU2777
 KU2777                          STATION DESCRIPTION
 KU2777
 KU2777'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KU2777'STATION IS THE CENTER OF GILT CROSS ON THE GRAY STONE TOWER OF
 KU2777'THE CATHOLIC CHURCH (THE CHURCH OF THE SEA) LOCATED AT THE
 KU2777'CORNER OF SECOND AND CHELSEA AVENUES IN LONG BRANCH.
 KU2777'
 KU2777'NO MARKS WERE ESTABLISHED.
 KU2777
 KU2777                          STATION RECOVERY (1940)
 KU2777
 KU2777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KU2777'THE DESCRIPTION IS ADEQUATE.  THE NAME OF THIS CHURCH IS STAR
 KU2777'OF THE SEA.
 KU2777
 KU2777                          STATION RECOVERY (1962)
 KU2777
 KU2777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KU2777'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTIONS
 KU2777'ARE ADEQUATE.
 KU2777
 KU2777                          STATION RECOVERY (1988)
 KU2777
 KU2777'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KU2777'THE STATION WAS RECOVERED AT THIS DATE. THE CHURCH IS NOW NAMED ---OUR
 KU2777'LADY OF THE SEA---.
 KU2777
 KU2777                          STATION RECOVERY (1992)
 KU2777
 KU2777'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2775 ***********************************************************************
 KU2775  DESIGNATION -  LONG BRANCH CITY HALL DOME
 KU2775  PID         -  KU2775
 KU2775  STATE/COUNTY-  NJ/MONMOUTH
 KU2775  USGS QUAD   -  LONG BRANCH (1981)
 KU2775
 KU2775                         *CURRENT SURVEY CONTROL
 KU2775  ___________________________________________________________________
 KU2775* NAD 83(1996)-  40 18 12.81087(N)    073 59 35.26981(W)     ADJUSTED  
 KU2775* NAVD 88     -                                                        
 KU2775  ___________________________________________________________________
 KU2775  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 KU2775  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KU2775
 KU2775  HORZ ORDER  -  THIRD
 KU2775
 KU2775.The horizontal coordinates were established by classical geodetic methods
 KU2775.and adjusted by the National Geodetic Survey in September 1999..
 KU2775
 KU2775
 KU2775.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2775
 KU2775.The geoid height was determined by GEOID03.
 KU2775
 KU2775;                    North         East     Units Scale Factor Converg.
 KU2775;SPC NJ       -   163,340.718   193,087.051   MT  0.99992285   +0 19 40.3
 KU2775;SPC NJ       -   535,893.67    633,486.43   sFT  0.99992285   +0 19 40.3
 KU2775;UTM  18      - 4,461,936.473   585,565.017   MT  0.99969012   +0 39 04.8
 KU2775
 KU2775                          SUPERSEDED SURVEY CONTROL
 KU2775
 KU2775  NAD 83(1986)-  40 18 12.81039(N)    073 59 35.26474(W) AD(       ) 4
 KU2775  NAD 27      -  40 18 12.41000(N)    073 59 36.77000(W) AD(       ) 3
 KU2775
 KU2775.Superseded values are not recommended for survey control.
 KU2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2775.See file dsdata.txt to determine how the superseded data were derived.
 KU2775
 KU2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8556561936(NAD 83)
 KU2775
 KU2775  HISTORY     - Date     Condition        Report By
 KU2775  HISTORY     - 1934     FIRST OBSERVED   CGS
 KU2775  HISTORY     - 1962     GOOD             CGS
 KU2775  HISTORY     - 19920523 MARK NOT FOUND   USPSQD
 KU2775
 KU2775                          STATION DESCRIPTION
 KU2775
 KU2775'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KU2775'STATION IS THE WEATHER VANE ON THE TOP OF THE GREEN ROOFED DOME OF
 KU2775'THE LONG BRANCH CITY BUILDING, A 3-STORY RED BRICK BUILDING,
 KU2775'LOCATED ON BROADWAY IN LONG BRANCH.
 KU2775'
 KU2775'NO MARKS ESTABLISHED.
 KU2775
 KU2775                          STATION RECOVERY (1962)
 KU2775
 KU2775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2775'RECOVERED IN GOOD CONDITION.  THE WIND VANE IS
 KU2775'SURMOUNTED BY A GILDED EAGLE WITH SPREAD WINGS.  SAME AS LONG
 KU2775'BRANCH CITY HALL DOME.
 KU2775
 KU2775                          STATION RECOVERY (1992)
 KU2775
 KU2775'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5038 ***********************************************************************
 KV5038  DESIGNATION -  LONG BRANCH DISPOSAL BRICK STK
 KV5038  PID         -  KV5038
 KV5038  STATE/COUNTY-  NJ/MONMOUTH
 KV5038  USGS QUAD   -  LONG BRANCH (1981)
 KV5038
 KV5038                         *CURRENT SURVEY CONTROL
 KV5038  ___________________________________________________________________
 KV5038* NAD 83(1996)-  40 18 18.06664(N)    074 00 39.80998(W)     ADJUSTED  
 KV5038* NAVD 88     -                                                        
 KV5038  ___________________________________________________________________
 KV5038  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 KV5038  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KV5038
 KV5038  HORZ ORDER  -  THIRD
 KV5038
 KV5038.The horizontal coordinates were established by classical geodetic methods
 KV5038.and adjusted by the National Geodetic Survey in September 1999..
 KV5038
 KV5038
 KV5038.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5038
 KV5038.The geoid height was determined by GEOID03.
 KV5038
 KV5038;                    North         East     Units Scale Factor Converg.
 KV5038;SPC NJ       -   163,494.248   191,562.174   MT  0.99992126   +0 18 58.6
 KV5038;SPC NJ       -   536,397.38    628,483.57   sFT  0.99992126   +0 18 58.6
 KV5038;UTM  18      - 4,462,081.358   584,039.654   MT  0.99968694   +0 38 23.1
 KV5038
 KV5038                          SUPERSEDED SURVEY CONTROL
 KV5038
 KV5038  NAD 83(1986)-  40 18 18.06598(N)    074 00 39.80532(W) AD(       ) 4
 KV5038  NAD 27      -  40 18 17.66400(N)    074 00 41.31500(W) AD(       ) 3
 KV5038
 KV5038.Superseded values are not recommended for survey control.
 KV5038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5038.See file dsdata.txt to determine how the superseded data were derived.
 KV5038
 KV5038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8404062081(NAD 83)
 KV5038_MARKER: 63 = STACK
 KV5038
 KV5038  HISTORY     - Date     Condition        Report By
 KV5038  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5038  HISTORY     - 19950704 MARK NOT FOUND   USPSQD
 KV5038
 KV5038                          STATION DESCRIPTION
 KV5038
 KV5038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5038'THE STATION IS THE CENTER OF THE TOP OF THE 80-FOOT RED BRICK STACK
 KV5038'AT THE LONG BRANCH DISPOSAL PLANT IN WEST LONG BRACH.  LOCATED
 KV5038'APPROXIMATELY 0.5 MILE S OF BROADWAY ON LOCUST AVENUE.
 KV5038
 KV5038                          STATION RECOVERY (1995)
 KV5038
 KV5038'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5039 ***********************************************************************
 KV5039  DESIGNATION -  LONG BRANCH DISPOSAL CONC STK
 KV5039  PID         -  KV5039
 KV5039  STATE/COUNTY-  NJ/MONMOUTH
 KV5039  USGS QUAD   -  LONG BRANCH (1981)
 KV5039
 KV5039                         *CURRENT SURVEY CONTROL
 KV5039  ___________________________________________________________________
 KV5039* NAD 83(1996)-  40 18 17.22101(N)    074 00 40.62069(W)     ADJUSTED  
 KV5039* NAVD 88     -                                                        
 KV5039  ___________________________________________________________________
 KV5039  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 KV5039  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KV5039
 KV5039  HORZ ORDER  -  THIRD
 KV5039
 KV5039.The horizontal coordinates were established by classical geodetic methods
 KV5039.and adjusted by the National Geodetic Survey in September 1999..
 KV5039
 KV5039
 KV5039.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5039
 KV5039.The geoid height was determined by GEOID03.
 KV5039
 KV5039;                    North         East     Units Scale Factor Converg.
 KV5039;SPC NJ       -   163,468.062   191,543.175   MT  0.99992124   +0 18 58.1
 KV5039;SPC NJ       -   536,311.47    628,421.23   sFT  0.99992124   +0 18 58.1
 KV5039;UTM  18      - 4,462,055.071   584,020.807   MT  0.99968690   +0 38 22.5
 KV5039
 KV5039                          SUPERSEDED SURVEY CONTROL
 KV5039
 KV5039  NAD 83(1986)-  40 18 17.22042(N)    074 00 40.61590(W) AD(       ) 4
 KV5039  NAD 27      -  40 18 16.82000(N)    074 00 42.12400(W) AD(       ) 3
 KV5039
 KV5039.Superseded values are not recommended for survey control.
 KV5039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5039.See file dsdata.txt to determine how the superseded data were derived.
 KV5039
 KV5039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8402162055(NAD 83)
 KV5039_MARKER: 63 = STACK
 KV5039
 KV5039  HISTORY     - Date     Condition        Report By
 KV5039  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5039  HISTORY     - 19950704 MARK NOT FOUND   USPSQD
 KV5039  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 KV5039
 KV5039                          STATION DESCRIPTION
 KV5039
 KV5039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5039'THE STATION IS THE CENTER OF THE TOP OF THE 105-FOOT CONCRETE
 KV5039'STACK AT THE LONG BRANCH DISPOSAL PLANT IN WEST LONG
 KV5039'BRANCH.  LOCATED 0.5 MILE S OF BROADWAY ON LOCUST AVENUE.
 KV5039
 KV5039                          STATION RECOVERY (1995)
 KV5039
 KV5039'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5039'MARK NOT FOUND.
 KV5039
 KV5039                          STATION RECOVERY (1997)
 KV5039
 KV5039'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV5039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2778 ***********************************************************************
 KU2778  DESIGNATION -  LONG BRANCH GRADE SCH CUPOLA
 KU2778  PID         -  KU2778
 KU2778  STATE/COUNTY-  NJ/MONMOUTH
 KU2778  USGS QUAD   -  LONG BRANCH (1981)
 KU2778
 KU2778                         *CURRENT SURVEY CONTROL
 KU2778  ___________________________________________________________________
 KU2778* NAD 83(1996)-  40 17 54.87670(N)    073 59 36.42822(W)     ADJUSTED  
 KU2778* NAVD 88     -                                                        
 KU2778  ___________________________________________________________________
 KU2778  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 KU2778  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KU2778
 KU2778  HORZ ORDER  -  THIRD
 KU2778
 KU2778.The horizontal coordinates were established by classical geodetic methods
 KU2778.and adjusted by the National Geodetic Survey in September 1999..
 KU2778
 KU2778
 KU2778.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2778
 KU2778.The geoid height was determined by GEOID03.
 KU2778
 KU2778;                    North         East     Units Scale Factor Converg.
 KU2778;SPC NJ       -   162,787.442   193,062.861   MT  0.99992282   +0 19 39.5
 KU2778;SPC NJ       -   534,078.47    633,407.07   sFT  0.99992282   +0 19 39.5
 KU2778;UTM  18      - 4,461,383.197   585,543.955   MT  0.99969008   +0 39 03.8
 KU2778
 KU2778                          SUPERSEDED SURVEY CONTROL
 KU2778
 KU2778  NAD 83(1986)-  40 17 54.87619(N)    073 59 36.42349(W) AD(       ) 4
 KU2778  NAD 27      -  40 17 54.47400(N)    073 59 37.93200(W) AD(       ) 3
 KU2778
 KU2778.Superseded values are not recommended for survey control.
 KU2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2778.See file dsdata.txt to determine how the superseded data were derived.
 KU2778
 KU2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8554461383(NAD 83)
 KU2778_MARKER: 86 = CUPOLA
 KU2778
 KU2778  HISTORY     - Date     Condition        Report By
 KU2778  HISTORY     - 1934     FIRST OBSERVED   CGS
 KU2778  HISTORY     - 1962     GOOD             CGS
 KU2778  HISTORY     - 1988     GOOD             NOSAMC
 KU2778  HISTORY     - 19920523 MARK NOT FOUND   USPSQD
 KU2778
 KU2778                          STATION DESCRIPTION
 KU2778
 KU2778'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KU2778'STATION IS APEX OF THE ROOF OF THE BROWN CUPOLA AND CLOCK TOWER
 KU2778'ON THE LONG BRANCH GRADE SCHOOL, A 3-STORY BRICK BUILDING ON
 KU2778'PROSPECT STREET AT WILLOW AVENUE IN LONG BRANCH.
 KU2778'
 KU2778'NO MARKS ESTABLISHED.
 KU2778
 KU2778                          STATION RECOVERY (1962)
 KU2778
 KU2778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2778'RECOVERED IN GOOD CONDITION.
 KU2778
 KU2778                          STATION RECOVERY (1988)
 KU2778
 KU2778'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KU2778'THE STATION WAS RECOVERED AT THIS DATE. THE STATION IS IN APPARENT
 KU2778'GOOD CONDITION.
 KU2778
 KU2778                          STATION RECOVERY (1992)
 KU2778
 KU2778'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2776 ***********************************************************************
 KU2776  DESIGNATION -  LONG BRANCH PO WEA VANE FLAG
 KU2776  PID         -  KU2776
 KU2776  STATE/COUNTY-  NJ/MONMOUTH
 KU2776  USGS QUAD   -  LONG BRANCH (1981)
 KU2776
 KU2776                         *CURRENT SURVEY CONTROL
 KU2776  ___________________________________________________________________
 KU2776* NAD 83(1996)-  40 18 08.89273(N)    073 59 15.52361(W)     ADJUSTED  
 KU2776* NAVD 88     -                                                        
 KU2776  ___________________________________________________________________
 KU2776  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 KU2776  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KU2776
 KU2776  HORZ ORDER  -  THIRD
 KU2776
 KU2776.The horizontal coordinates were established by classical geodetic methods
 KU2776.and adjusted by the National Geodetic Survey in September 1999..
 KU2776
 KU2776
 KU2776.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2776
 KU2776.The geoid height was determined by GEOID03.
 KU2776
 KU2776;                    North         East     Units Scale Factor Converg.
 KU2776;SPC NJ       -   163,222.558   193,554.016   MT  0.99992334   +0 19 53.1
 KU2776;SPC NJ       -   535,506.01    635,018.47   sFT  0.99992334   +0 19 53.1
 KU2776;UTM  18      - 4,461,820.978   586,032.533   MT  0.99969111   +0 39 17.5
 KU2776
 KU2776                          SUPERSEDED SURVEY CONTROL
 KU2776
 KU2776  NAD 83(1986)-  40 18 08.89193(N)    073 59 15.51874(W) AD(       ) 4
 KU2776  NAD 27      -  40 18 08.49000(N)    073 59 17.03000(W) AD(       ) 3
 KU2776
 KU2776.Superseded values are not recommended for survey control.
 KU2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2776.See file dsdata.txt to determine how the superseded data were derived.
 KU2776
 KU2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8603361821(NAD 83)
 KU2776_MARKER: 14 = NAVIGATION LIGHT
 KU2776
 KU2776  HISTORY     - Date     Condition        Report By
 KU2776  HISTORY     - 1934     FIRST OBSERVED   CGS
 KU2776  HISTORY     - 1962     GOOD             CGS
 KU2776  HISTORY     - 1988     GOOD             NOSAMC
 KU2776  HISTORY     - 19920604 GOOD             USPSQD
 KU2776
 KU2776                          STATION DESCRIPTION
 KU2776
 KU2776'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KU2776'STATION IS THE CENTER LINE OF THE WEATHER VANE ON THE WHITE,
 KU2776'GREEN ROOF CUPOLA OF THE LONG BRANCH POST-OFFICE BUILDING.  THE
 KU2776'TOP OF THE CUPOLA IS APPROXIMATELY 80 FEET ABOVE THE STREET.  THE
 KU2776'POST OFFICE IS LOCATED ON THIRD AVENUE AT ITS INTERSECTION WITH
 KU2776'GARFIELD AVENUE IN LONG BRANCH.
 KU2776'
 KU2776'NO MARKS WERE ESTABLISHED.
 KU2776
 KU2776                          STATION RECOVERY (1962)
 KU2776
 KU2776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2776'RECOVERED IN GOOD CONDITION.
 KU2776
 KU2776                          STATION RECOVERY (1988)
 KU2776
 KU2776'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KU2776'THE STATION WAS RECOVERED AT THIS DATE. THE STATION IS IN APPARENT
 KU2776'GOOD CONDITION.
 KU2776
 KU2776                          STATION RECOVERY (1992)
 KU2776
 KU2776'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5208 ***********************************************************************
 AI5208  DESIGNATION -  LONG BRANCH WNJY RADIO TOWER
 AI5208  PID         -  AI5208
 AI5208  STATE/COUNTY-  NJ/MONMOUTH
 AI5208  USGS QUAD   -  LONG BRANCH (1981)
 AI5208
 AI5208                         *CURRENT SURVEY CONTROL
 AI5208  ___________________________________________________________________
 AI5208* NAD 83(1996)-  40 18 15.65406(N)    073 59 06.40841(W)     ADJUSTED  
 AI5208* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 AI5208  ___________________________________________________________________
 AI5208  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 AI5208  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 AI5208
 AI5208  HORZ ORDER  -  THIRD
 AI5208
 AI5208.The horizontal coordinates were established by classical geodetic methods
 AI5208.and adjusted by the National Geodetic Survey in May 2000..
 AI5208
 AI5208.The orthometric height was scaled from a topographic map.
 AI5208
 AI5208.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5208
 AI5208.The geoid height was determined by GEOID03.
 AI5208
 AI5208;                    North         East     Units Scale Factor Converg.
 AI5208;SPC NJ       -   163,432.337   193,768.044   MT  0.99992357   +0 19 59.0
 AI5208;SPC NJ       -   536,194.26    635,720.66   sFT  0.99992357   +0 19 59.0
 AI5208;UTM  18      - 4,462,031.913   586,245.324   MT  0.99969156   +0 39 23.5
 AI5208
 AI5208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5208!SPC NJ       -   0.99999467  x   0.99992357  =   0.99991824
 AI5208!UTM  18      -   0.99999467  x   0.99969156  =   0.99968623
 AI5208
 AI5208                          SUPERSEDED SURVEY CONTROL
 AI5208
 AI5208.No superseded survey control is available for this station.
 AI5208
 AI5208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8624562032(NAD 83)
 AI5208_MARKER: 55 = TOWER
 AI5208
 AI5208  HISTORY     - Date     Condition        Report By
 AI5208  HISTORY     - 1988     FIRST OBSERVED   NOSAMC
 AI5208
 AI5208                          STATION DESCRIPTION
 AI5208
 AI5208'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5208'THE STATION IS LOCATED AT THE CORNER OF BROADWAY AND MEMORIAL IN LONG
 AI5208'BRANCH, N.J. TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 36
 AI5208'AND OCEAN AVENUE, GO SOUTH ON OCEAN AVENUE FOR 0.45 MILE AND TURN
 AI5208'RIGHT ON BROADWAY. CONTINUE WEST ON BROADWAY FOR APPROXIMATELY 0.2
 AI5208'MILE TO MEMORIAL ROAD AND TOWER. THE STATION IS APPROXIMATELY 200 FT.
 AI5208'TALL AND IS ORANGE AND WHITE (FADED RED AND WHITE)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0799 ***********************************************************************
 KU0799  DESIGNATION -  LONG RM 1
 KU0799  PID         -  KU0799
 KU0799  STATE/COUNTY-  NJ/MONMOUTH
 KU0799  USGS QUAD   -  LONG BRANCH (1981)
 KU0799
 KU0799                         *CURRENT SURVEY CONTROL
 KU0799  ___________________________________________________________________
 KU0799* NAD 83(1986)-  40 18 25.     (N)    073 58 40.     (W)     SCALED    
 KU0799* NAVD 88     -         5.148  (meters)      16.89   (feet)  POSTED    
 KU0799  ___________________________________________________________________
 KU0799  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KU0799  DYNAMIC HT  -           5.150 (meters)      16.90  (feet)  COMP
 KU0799  MODELED GRAV-     980,175.8   (mgal)                       NAVD 88
 KU0799
 KU0799  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KU0799
 KU0799.The horizontal coordinates were scaled from a topographic map and have
 KU0799.an estimated accuracy of +/- 6 seconds.
 KU0799
 KU0799.The orthometric height was determined by differential leveling
 KU0799.and adjusted by the National Geodetic Survey in 1992..
 KU0799.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KU0799.rate of 4.1 thru 8.0 mm/km.
 KU0799
 KU0799.The geoid height was determined by GEOID03.
 KU0799
 KU0799.The dynamic height is computed by dividing the NAVD 88
 KU0799.geopotential number by the normal gravity value computed on the
 KU0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0799.degrees latitude (g = 980.6199 gals.).
 KU0799
 KU0799.The modeled gravity was interpolated from observed gravity values.
 KU0799
 KU0799;                    North         East    Units  Estimated Accuracy
 KU0799;SPC NJ       -   163,720.      194,390.      MT  (+/- 180 meters Scaled)
 KU0799
 KU0799                          SUPERSEDED SURVEY CONTROL
 KU0799
 KU0799  NGVD 29 (04/16/92)    5.480  (m)           17.98   (f) ADJUSTED    1 1
 KU0799
 KU0799.Superseded values are not recommended for survey control.
 KU0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0799.See file dsdata.txt to determine how the superseded data were derived.
 KU0799
 KU0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK868623(NAD 83)
 KU0799_MARKER: DR = REFERENCE MARK DISK
 KU0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0799_STAMPING: LONG NO 1 1962
 KU0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0799+STABILITY: SURFACE MOTION
 KU0799
 KU0799  HISTORY     - Date     Condition        Report By
 KU0799  HISTORY     - 1962     MONUMENTED       CGS
 KU0799  HISTORY     - 1964     GOOD             NGS
 KU0799  HISTORY     - 19950704 MARK NOT FOUND   USPSQD
 KU0799  HISTORY     - 19970927 POOR             USPSQD
 KU0799
 KU0799                          STATION DESCRIPTION
 KU0799
 KU0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KU0799'AT LONG BRANCH.
 KU0799'AT LONG BRANCH, AT THE INTERSECTIONS OF OCEAN AVENUE AND NORTH
 KU0799'BROADWAY, 85.0 FEET NORTH OF STATION LONG, 78.0 FEET NORTH OF
 KU0799'A LIGHT POLE, 58.0 FEET SOUTH OF A LIGHT POLE, 22.5 FEET WEST OF
 KU0799'THE CENTER LINE OF OCEAN AVENUE, 8.5 FEET WEST OF THE WEST SIDE
 KU0799'OF SIDEWALK, ABOUT LEVEL WITH OCEAN AVENUE AND IS SET IN THE TOP
 KU0799'OF A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 KU0799
 KU0799                          STATION RECOVERY (1995)
 KU0799
 KU0799'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU0799'MARK NOT FOUND.
 KU0799
 KU0799                          STATION RECOVERY (1997)
 KU0799
 KU0799'RECOVERY NOTE BY US POWER SQUADRON 1997
 KU0799'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0800 ***********************************************************************
 KU0800  DESIGNATION -  LONG RM 2
 KU0800  PID         -  KU0800
 KU0800  STATE/COUNTY-  NJ/MONMOUTH
 KU0800  USGS QUAD   -  LONG BRANCH (1981)
 KU0800
 KU0800                         *CURRENT SURVEY CONTROL
 KU0800  ___________________________________________________________________
 KU0800* NAD 83(1986)-  40 18 25.     (N)    073 58 40.     (W)     SCALED    
 KU0800* NAVD 88     -         5.237  (meters)      17.18   (feet)  POSTED    
 KU0800  ___________________________________________________________________
 KU0800  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KU0800  DYNAMIC HT  -           5.230 (meters)      17.16  (feet)  COMP
 KU0800  MODELED GRAV-     980,175.8   (mgal)                       NAVD 88
 KU0800
 KU0800  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 KU0800
 KU0800.The horizontal coordinates were scaled from a topographic map and have
 KU0800.an estimated accuracy of +/- 6 seconds.
 KU0800
 KU0800.The orthometric height was determined by differential leveling
 KU0800.and adjusted by the National Geodetic Survey in 1992..
 KU0800.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 KU0800.rate greater than 8.0 mm/km.
 KU0800
 KU0800.The geoid height was determined by GEOID03.
 KU0800
 KU0800.The dynamic height is computed by dividing the NAVD 88
 KU0800.geopotential number by the normal gravity value computed on the
 KU0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0800.degrees latitude (g = 980.6199 gals.).
 KU0800
 KU0800.The modeled gravity was interpolated from observed gravity values.
 KU0800
 KU0800;                    North         East    Units  Estimated Accuracy
 KU0800;SPC NJ       -   163,720.      194,390.      MT  (+/- 180 meters Scaled)
 KU0800
 KU0800                          SUPERSEDED SURVEY CONTROL
 KU0800
 KU0800  NGVD 29 (04/16/92)    5.568  (m)           18.27   (f) ADJUSTED    1 1
 KU0800
 KU0800.Superseded values are not recommended for survey control.
 KU0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0800.See file dsdata.txt to determine how the superseded data were derived.
 KU0800
 KU0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK868623(NAD 83)
 KU0800_MARKER: DR = REFERENCE MARK DISK
 KU0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0800_STAMPING: LONG NO 2 1962
 KU0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0800+STABILITY: SURFACE MOTION
 KU0800
 KU0800  HISTORY     - Date     Condition        Report By
 KU0800  HISTORY     - 1962     MONUMENTED       CGS
 KU0800  HISTORY     - 1964     GOOD             NGS
 KU0800  HISTORY     - 19950704 MARK NOT FOUND   USPSQD
 KU0800  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 KU0800
 KU0800                          STATION DESCRIPTION
 KU0800
 KU0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KU0800'AT LONG BRANCH.
 KU0800'AT LONG BRANCH, AT THE INTERSECTION OF OCEAN AVENUE AND NORTH
 KU0800'BROADWAY ON PROPERTY OWNED BY THE CITY, 68.0 FEET NORTHEAST OF
 KU0800'POWER LINE POLE NUMBER 41120 LB, 29.0 FEET NORTH OF THE CENTER
 KU0800'LINE OF NORTH BROADWAY, ABOUT LEVEL WITH NORTH BROADWAY AND IS
 KU0800'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 KU0800'SURFACE OF THE GROUND.
 KU0800
 KU0800                          STATION RECOVERY (1995)
 KU0800
 KU0800'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU0800'MARK NOT FOUND.
 KU0800
 KU0800                          STATION RECOVERY (1997)
 KU0800
 KU0800'RECOVERY NOTE BY US POWER SQUADRON 1997
 KU0800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2843 ***********************************************************************
 JU2843  DESIGNATION -  LONGPORT
 JU2843  PID         -  JU2843
 JU2843  STATE/COUNTY-  NJ/ATLANTIC
 JU2843  USGS QUAD   -  OCEAN CITY (1994)
 JU2843
 JU2843                         *CURRENT SURVEY CONTROL
 JU2843  ___________________________________________________________________
 JU2843* NAD 83(1996)-  39 19 22.07585(N)    074 31 19.25775(W)     ADJUSTED  
 JU2843* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2843  ___________________________________________________________________
 JU2843  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 JU2843  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 JU2843
 JU2843  HORZ ORDER  -  SECOND
 JU2843
 JU2843.The horizontal coordinates were established by classical geodetic methods
 JU2843.and adjusted by the National Geodetic Survey in September 1999..
 JU2843
 JU2843.The orthometric height was scaled from a topographic map.
 JU2843
 JU2843.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2843
 JU2843.The geoid height was determined by GEOID03.
 JU2843
 JU2843;                    North         East     Units Scale Factor Converg.
 JU2843;SPC NJ       -    54,333.777   148,101.715   MT  0.99990004   -0 00 50.2
 JU2843;SPC NJ       -   178,260.07    485,897.04   sFT  0.99990004   -0 00 50.2
 JU2843;UTM  18      - 4,352,707.818   541,200.842   MT  0.99962090   +0 18 10.4
 JU2843
 JU2843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2843!SPC NJ       -   1.00000531  x   0.99990004  =   0.99990535
 JU2843!UTM  18      -   1.00000531  x   0.99962090  =   0.99962621
 JU2843
 JU2843|---------------------------------------------------------------------|
 JU2843| PID    Reference Object                     Distance      Geod. Az  |
 JU2843|                                                           dddmmss.s |
 JU2843| CB2212 LONGPORT RM 1 AZIMUTH                              04651     |
 JU2843| JU2845 GREAT EGG COAST GUARD FLAGPOLE      APPROX. 1.3 KM 2021138.1 |
 JU2843| JU2847 POINT                               APPROX. 2.4 KM 2124837.1 |
 JU2843| CB2213 LONGPORT RM 2                        51.603 METERS 25651     |
 JU2843| JU2841 LONGPORT RESET                       68.792 METERS 30501     |
 JU2843| CB2214 LONGPORT RM 3                        20.629 METERS 35725     |
 JU2843|---------------------------------------------------------------------|
 JU2843
 JU2843                          SUPERSEDED SURVEY CONTROL
 JU2843
 JU2843  NAD 83(1986)-  39 19 22.06269(N)    074 31 19.25201(W) AD(       ) 2
 JU2843  NAD 27      -  39 19 21.64200(N)    074 31 20.70500(W) AD(       ) 2
 JU2843
 JU2843.Superseded values are not recommended for survey control.
 JU2843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2843.See file dsdata.txt to determine how the superseded data were derived.
 JU2843
 JU2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4120152708(NAD 83)
 JU2843_MARKER: DS = TRIANGULATION STATION DISK
 JU2843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2843
 JU2843  HISTORY     - Date     Condition        Report By
 JU2843  HISTORY     - 1932     MONUMENTED       CGS
 JU2843  HISTORY     - 1935     GOOD             CGS
 JU2843  HISTORY     - 1936     GOOD             NJGS
 JU2843  HISTORY     - 1946     SEE DESCRIPTION  CGS
 JU2843  HISTORY     - 1950     SEE DESCRIPTION  CGS
 JU2843  HISTORY     - 1974     SEE DESCRIPTION  NGS
 JU2843
 JU2843                          STATION DESCRIPTION
 JU2843
 JU2843'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2843'FROM THE INTERSECTION OF THIRTY-SIXTH AVENUE AND VENTNOR AVENUE
 JU2843'IN LONGPORT GO W ON THIRTY-SIXTH AVENUE TO THE END OF THE
 JU2843'ROAD.  THE STATION IS IN GROUP OF TREES ON THE BAY SIDE.  IT IS
 JU2843'37.2 FEET E OF E CURB OF AMHERST AVENUE BETWEEN THIRTY-FIFTH
 JU2843'AND THE BLIND END OF THIRTY-SIXTH AVENUES.  IT IS 39 PACES N OF
 JU2843'THE N SIDE OF THIRTY-FIFTH AVENUE.  IT IS ON TOP OF A GRASSY
 JU2843'KNOLL.  IT IS 193.9 FEET NE OF NE CORNER OF PUMPING STATION.
 JU2843'
 JU2843'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2843'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 JU2843'
 JU2843'REFERENCE MARK NO. 2 IS IN THE CURB AT THE SW INTERSECTION OF
 JU2843'THIRTY-FIFTH AVENUE AND AMHERST AVENUE.  IT IS 2.3 FEET N OF
 JU2843'THE S END OF THE CURVED SECTION OF THE CURB.  IT IS 27.2 FEET
 JU2843'NE OF THE NE CORNER OF A STUCCO PUMPING STATION BUILDING.  IT
 JU2843'IS 169.30 FEET SW OF THE STATION.
 JU2843'
 JU2843'REFERENCE MARK NO. 3 IS ON THE W SIDE OF AMHERST AVENUE, 6 FEET
 JU2843'W OF THE W CURB.  IT IS 67.68 FEET NW OF THE STATION.
 JU2843'
 JU2843'REFERENCE MARK NO.1 IS N OF THE STATION ON THE W SIDE OF
 JU2843'AMHERST AVENUE AND THE INTERSECTION WITH THE FIRST ROAD TURNING
 JU2843'W AND CONTINUING TO DEAD END OF BENSON STREET.  MARK IS 23 PACES
 JU2843'E OF THE BULKHEAD AT DEAD END OF THE STREET, 20 PACES W OF
 JU2843'SHARP TURN WHICH THE ROAD MAKES, WHICH IS 110 PACES N OF GREEN
 JU2843'WAYS BOAT LANDING.
 JU2843'
 JU2843'HEIGHT OF SIGNAL ABOVE STATION MARK - 6 METERS.
 JU2843
 JU2843                          STATION RECOVERY (1935)
 JU2843
 JU2843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 JU2843'RECOVERED AS DESCRIBED, WITH THE FOLLOWING EXCEPTION - DISTANCE
 JU2843'TO REFERENCE MARK NO. 3 SHOULD BE 87.68 FEET INSTEAD OF 67.68 FEET.
 JU2843
 JU2843                          STATION RECOVERY (1936)
 JU2843
 JU2843'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 JU2843'STATION IN GOOD CONDITION AND RECOVERED AS DESCRIBED WITH ONE
 JU2843'EXCEPTION.  REFERENCE MARK NO. 3 IS 88.50 FEET FROM STATION
 JU2843'INSTEAD OF 67.68 FEET.
 JU2843
 JU2843                          STATION RECOVERY (1946)
 JU2843
 JU2843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU2843'STATION AND THE 2 REFERENCE MARKS WERE RECOVERED IN GOOD
 JU2843'CONDITION.  THE AZIMUTH MARK IS COVERED BY THE TOWN DUMP.  A
 JU2843'REQUEST WAS RECEIVED BY THIS PARTY TO MOVE THE STATION MARK
 JU2843'AND RM 3 OUT OF THE WAY OF PROPOSED CONSTRUCTION WORK.  A
 JU2843'NEW STATION, LONGPORT RESET 1946, WAS ESTABLISHED AND TIED TO
 JU2843'THE OLD STATION BY ANGLE AND DISTANCE AND THE CONSTRUCTION
 JU2843'COMPANY (MAHONEY CONSTRUCTION COMPANY OF MARGATE CITY, N.J.)
 JU2843'WAS NOTIFIED THAT THE STATION MARK AND RM 3 COULD BE REMOVED AS
 JU2843'THEY PROCEED WITH THE CONSTRUCTION WORK.
 JU2843
 JU2843                          STATION RECOVERY (1950)
 JU2843
 JU2843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2843'STATION AND REFERENCE MARK 3 WERE DESTROYED BY GRADING IN
 JU2843'1946.  REFERENCE MARK 1 IS DESTROYED.  IT WAS FOUND LYING ON
 JU2843'THE BEACH.  REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION
 JU2843'AS DESCRIBED.
 JU2843
 JU2843                          STATION RECOVERY (1974)
 JU2843
 JU2843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU2843'THE STATION MARK HAS BEEN DESTROYED AS PREVIOUSLY DESCRIBED,
 JU2843'REFERENCE MARKS 1 AND 3 WERE NOT FOUND.  IT IS BELIEVED THEY
 JU2843'WERE ALSO DESTROYED.  REFERENCE MARK 2 WAS RECOVERED AND FOUND
 JU2843'IN GOOD CONDITION AS DESCRIBED.
 JU2843'
 JU2843'A NEW TRIANGULATION STATION LONGPORT RESET 1946 WAS ESTABLISHED,
 JU2843'SO NO ATTEMPT WAS MADE TO RE-ESTABLISH THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2841 ***********************************************************************
 JU2841  DESIGNATION -  LONGPORT RESET
 JU2841  PID         -  JU2841
 JU2841  STATE/COUNTY-  NJ/ATLANTIC
 JU2841  USGS QUAD   -  OCEAN CITY (1994)
 JU2841
 JU2841                         *CURRENT SURVEY CONTROL
 JU2841  ___________________________________________________________________
 JU2841* NAD 83(1996)-  39 19 23.35562(N)    074 31 21.61000(W)     ADJUSTED  
 JU2841* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2841  ___________________________________________________________________
 JU2841  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 JU2841  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 JU2841
 JU2841  HORZ ORDER  -  THIRD
 JU2841
 JU2841.The horizontal coordinates were established by classical geodetic methods
 JU2841.and adjusted by the National Geodetic Survey in September 1999..
 JU2841
 JU2841.The orthometric height was scaled from a topographic map.
 JU2841
 JU2841.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2841
 JU2841.The geoid height was determined by GEOID03.
 JU2841
 JU2841;                    North         East     Units Scale Factor Converg.
 JU2841;SPC NJ       -    54,373.254   148,045.387   MT  0.99990005   -0 00 51.7
 JU2841;SPC NJ       -   178,389.58    485,712.24   sFT  0.99990005   -0 00 51.7
 JU2841;UTM  18      - 4,352,746.972   541,144.312   MT  0.99962084   +0 18 08.9
 JU2841
 JU2841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2841!SPC NJ       -   1.00000531  x   0.99990005  =   0.99990536
 JU2841!UTM  18      -   1.00000531  x   0.99962084  =   0.99962615
 JU2841
 JU2841:                Primary Azimuth Mark                     Grid Az
 JU2841:SPC NJ       -  PORK                                     018 02 19.9
 JU2841:UTM  18      -  PORK                                     017 43 19.3
 JU2841
 JU2841|---------------------------------------------------------------------|
 JU2841| PID    Reference Object                     Distance      Geod. Az  |
 JU2841|                                                           dddmmss.s |
 JU2841| JU2860 PORK                                APPROX. 1.7 KM 0180128.2 |
 JU2841| JU2861 MARGATE CITY STANDPIPE              APPROX. 0.7 KM 0760232.1 |
 JU2841| CS4377 LONGPORT RESET RM 3                  84.244 METERS 09333     |
 JU2841| CB2215 LONGPORT RESET RM 1                                10609     |
 JU2841| JU2843 LONGPORT                             68.792 METERS 12501     |
 JU2841| CS4378 LONGPORT RESET RM 4                  61.823 METERS 17203     |
 JU2841| CB2216 LONGPORT RESET RM 2                                19913     |
 JU2841|---------------------------------------------------------------------|
 JU2841
 JU2841                          SUPERSEDED SURVEY CONTROL
 JU2841
 JU2841  NAD 83(1986)-  39 19 23.34253(N)    074 31 21.60439(W) AD(       ) 3
 JU2841  NAD 27      -  39 19 22.92200(N)    074 31 23.05700(W) AD(       ) 3
 JU2841
 JU2841.Superseded values are not recommended for survey control.
 JU2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2841.See file dsdata.txt to determine how the superseded data were derived.
 JU2841
 JU2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4114452747(NAD 83)
 JU2841_MARKER: DS = TRIANGULATION STATION DISK
 JU2841_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU2841_SP_SET: CLAY TILE IN EARTH
 JU2841_STAMPING: LONGPORT RESET 1946
 JU2841_MARK LOGO: CGS   
 JU2841_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2841_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2841+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1990
 JU2841
 JU2841  HISTORY     - Date     Condition        Report By
 JU2841  HISTORY     - 1946     MONUMENTED       CGS
 JU2841  HISTORY     - 1946     GOOD             CGS
 JU2841  HISTORY     - 1950     MARK NOT FOUND   CGS
 JU2841  HISTORY     - 1974     GOOD             NGS
 JU2841  HISTORY     - 1982     GOOD             NGS
 JU2841  HISTORY     - 19900807 SEE DESCRIPTION  NJGS
 JU2841
 JU2841                          STATION DESCRIPTION
 JU2841
 JU2841'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU2841'STATION IS IN THE CITY OF LONGPORT, N.J., ON THE BAY SIDE OF
 JU2841'THE PENINSULA AND BETWEEN THE EXTENSIONS OF 35TH AND 36TH
 JU2841'AVENUES AND BETWEEN THE BY A SHORE AND AMHERST AVENUE, DIRECTLY
 JU2841'IN THE REAR OF MAHONEYS BAR AND GRILL BUILDING (NOW UNDER
 JU2841'CONSTRUCTION).  IT IS 17.64 METERS WEST OF THE NW CORNER OF THE
 JU2841'BUILDING AND 68.5 METERS NW OF THE SW CORNER OF THE BUILDING,
 JU2841'1.37 METERS EAST OF AND 10.30 METERS SOUTH OF A WOODEN
 JU2841'BULKHEAD, THE BULKHEAD MAKING A 90 DEGREE TURN NEAR THE
 JU2841'STATION.
 JU2841'
 JU2841'RM 1 IS SET IN THE NW CORNER OF THE CONCRETED AREA TO
 JU2841'NORTHWARD OF THE BAR AND GRILL BUILDING.
 JU2841'
 JU2841'RM 2 IS SET IN THE NW CORNER OF THE TOP OF A CONCRETE SEWER
 JU2841'OUTLET BASIN WHICH IS AT THE NW CORNER OF THE CITY SEWAGE
 JU2841'DISPOSAL PLANT.
 JU2841'
 JU2841'STATION PORK, 1935, IS VISIBLE FROM THE GROUND AND WILL SERVE
 JU2841'AS AN AZIMUTH MARK.  ALL MARKS ARE STANDARD DISCS.
 JU2841
 JU2841                          STATION RECOVERY (1946)
 JU2841
 JU2841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 JU2841'RECOVERED IN GOOD CONDITION.
 JU2841
 JU2841                          STATION RECOVERY (1950)
 JU2841
 JU2841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2841'STATION AND REFERENCE MARK 1 WERE NOT RECOVERED.  REFERENCE
 JU2841'MARK 2 WAS RECOVERED IN GOOD CONDITION.  THE GROUNDS OF JACK
 JU2841'VOIGHTS EDGEWATER INN (FORMERLY MAHONEYS BAR AND GRILL) WERE
 JU2841'EXTENSIVELY LANDSCAPED IN 1948.  ACCORDING TO MR. VOIGHT, THE
 JU2841'GROUND HAD SETTLED BECAUSE OF EROSION AND HAD BEEN FILLED
 JU2841'REPEATEDLY WITH GLASS AND STONE.  THE STATION MARK HAD BEEN IN
 JU2841'THIS AREA.  REFERENCE MARK 1 WAS COVERED BY A CONCRETE
 JU2841'PAVEMENT.  IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS
 JU2841'LOST.
 JU2841
 JU2841                          STATION RECOVERY (1974)
 JU2841
 JU2841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU2841'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 JU2841'REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED
 JU2841'THAT BOTH REFERENCE MARKS WERE DESTROYED DURING HIGH WATER.  THE
 JU2841'PROPERTY OWNER OF THE EDGEWATER LODGE COULD NOT BE LOCATED AT
 JU2841'THIS DATE.  THE ONLY PLACE POSSIBLE TO SET NEW REFERENCE MARKS
 JU2841'WOULD BE ON THE PROPERTY OF THE LODGE THEREFORE NO REFERENCE
 JU2841'MARKS WERE ESTABLISHED AT THIS TIME.  THE NORTHWEST AND
 JU2841'SOUTHWEST CORNERS OF THE LODGE WAS INTERSECTED AT THIS DATE.
 JU2841'
 JU2841'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU2841'
 JU2841'THE STATION IS LOCATED IN THE WEST PART OF LONGPORT, AT A POINT
 JU2841'WHERE THE STREETS MEET THE SHORE LINE IN THE WESTERN PART OF
 JU2841'TOWN.  THE STATION IS MID-WAY BETWEEN 35TH AND 36TH STREETS AND
 JU2841'BEHIND THE EDGEWATER LODGE.
 JU2841'
 JU2841'THE LOCATION OF THIS STATION IS ADEQUATE TO FIND IT BY.
 JU2841'
 JU2841'THE STATION MARK IS A STANDARD DISK STAMPED LONGPORT RESET
 JU2841'1946, SET IN THE TOP OF A 10-INCH ROUND PIPE WHICH IS FILLED
 JU2841'WITH CONCRETE AND IT PROJECTS 1 FOOT.  IT IS 4 FEET SOUTHEAST
 JU2841'OF THE SHORELINE, 7.2 FEET NORTHWEST OF THE NORTHWEST EDGE OF
 JU2841'THE EDGEWATER LODGE ABOUT 150 FEET NORTHEAST OF A POINT WHERE
 JU2841'THE CITY SEWER ENTERS THE WATER.  (NOTE DESC.)
 JU2841'
 JU2841'REFERENCE POINT A IS THE MOST NORTHWEST POINT OF THE CONCRETE
 JU2841'BASE AND FOUNDATION OF THE EDGEWATER LODGE.  IT IS ABOUT 1 FOOT
 JU2841'ABOVE THE SURFACE OF THE GROUND.
 JU2841'
 JU2841'REFERENCE POINT B IS THE MOST SOUTHWEST POINT OF THE CONCRETE
 JU2841'BASE AND FOUNDATION OF THE EDGEWATER LODGE.  IT IS ABOUT 1 FOOT
 JU2841'ABOVE THE SURFACE OF THE GROUND.
 JU2841'
 JU2841'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2841'IN W EDGE OF LONGPORT.
 JU2841
 JU2841                          STATION RECOVERY (1982)
 JU2841
 JU2841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 JU2841'THE STATION WAS RECOVERED AT THIS DATE.
 JU2841'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 JU2841'MARKS WERE NOT SO THEY WERE REPLACED WITH REFERENCE MARKS 3 AND 4.
 JU2841'THE EDGEWATER LODGE HAS BEEN TORN DOWN.
 JU2841'
 JU2841'THE STATION IS LOCATED IN THE WEST PART OF LONGPORT, BETWEEN THIRTY
 JU2841'FIFTH AND THIRTY SIXTH STREETS WHERE THEY MEET THE GREAT EGG HARBOR
 JU2841'INLET AND JUST WEST OF AMHERST AVENUE.
 JU2841'OWNERSHIP--EDGEWATER CONDOMINIUM CORP, LONGPORT, 609-927-0866.
 JU2841'
 JU2841'NO TO REACH IS NECESSARY.
 JU2841'
 JU2841'THE STATION IS A STANDARD CGS DISK
 JU2841'STAMPED---LONGPORT RESET 1946---,
 JU2841'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU2841'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JU2841'61.1 METERS (200.5 FT) NORTHWEST FROM A POWER POLE 6871,
 JU2841'46.5 METERS (152.5 FT) NORTHWEST FROM THE CENTER OF AMHERST AVENUE,
 JU2841'10.4 METERS (34.0 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF A
 JU2841'BULKHEAD,
 JU2841'1.2 METERS (4.0 FT) SOUTHEAST FROM THE SHORELINE OF THE INLET AND
 JU2841'0.4 METERS (1.3 FT) WEST FROM A WITNESS POST.
 JU2841'
 JU2841'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK
 JU2841'STAMPED---LONGPORT RESET 1946 NO 3 1982---,
 JU2841'SET INTO A DRILL HOLE IN THE CURB ALONG THE SOUTH SIDE OF AMHERST
 JU2841'AVENUE,
 JU2841'84.1 METERS (276 FT) EAST FROM A WITNESS POST,
 JU2841'32.7 METERS (107.4 FT) SOUTHWEST FROM THE CENTER OF COOLIDGE STREET,
 JU2841'24.4 METERS (80.0 FT) NORTHEAST FROM THE CENTER OF THIRTY SIXTH
 JU2841'STREET AND
 JU2841'4.6 METERS (15.0 FT) SOUTHEAST FROM THE CENTER OF AMHERST AVENUE.
 JU2841'MARK IS 0.3 METERS ABOVE THE STATION.
 JU2841'
 JU2841'REFERENCE MARK NO. 4 IS A STANDARD NGS DISK
 JU2841'STAMPED---LONGPORT RESET 1946 NO 4 1982---,
 JU2841'SET INTO A DRILL HOLE IN THE CURB ALONG THE SOUTHEAST SIDE OF
 JU2841'AMHERST AVENUE,
 JU2841'10.1 METERS (33.0 FT) SOUTHWEST FROM THE CENTER OF 35TH STREET,
 JU2841'6.1 METERS (20.0 FT) SOUTHWEST FROM THE POWER POLE 6871,
 JU2841'4.6 METERS (15.0 FT) SOUTHEAST FROM THE CENTER OF AMHERST AVENUE AND
 JU2841'4.6 METERS (15.0 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF A HOUSE
 JU2841'NUMBERED 228.
 JU2841'MARK IS 0.3 METERS ABOVE THE STATION.
 JU2841'
 JU2841'THE MARGATE CITY STANDPIPE WILL SERVE AS AN AZIMUTH.
 JU2841'DESCRIBED BY RALPH G. POUST.
 JU2841
 JU2841                          STATION RECOVERY (1990)
 JU2841
 JU2841'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2841'THE STATION WAS NOT RECOVERED AT THIS TIME, A BUILDING BELONG TO THE
 JU2841'YACHT HARBOR CODOMINIUM COMPLEX IS STANDING ON THE SITE.  THE STATION
 JU2841'IS CONSIDER LOST. RM NO 2 1946 AND RM NO 4 1982 WERE RECOVERED AS
 JU2841'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2842 ***********************************************************************
 JU2842  DESIGNATION -  LONGPORT STANDPIPE
 JU2842  PID         -  JU2842
 JU2842  STATE/COUNTY-  NJ/ATLANTIC
 JU2842  USGS QUAD   -  OCEAN CITY (1994)
 JU2842
 JU2842                         *CURRENT SURVEY CONTROL
 JU2842  ___________________________________________________________________
 JU2842* NAD 83(1996)-  39 18 59.19392(N)    074 31 21.10586(W)     ADJUSTED  
 JU2842* NAVD 88     -                                                        
 JU2842  ___________________________________________________________________
 JU2842  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 JU2842  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 JU2842
 JU2842  HORZ ORDER  -  THIRD
 JU2842
 JU2842.The horizontal coordinates were established by classical geodetic methods
 JU2842.and adjusted by the National Geodetic Survey in September 1999..
 JU2842
 JU2842
 JU2842.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2842
 JU2842.The geoid height was determined by GEOID03.
 JU2842
 JU2842;                    North         East     Units Scale Factor Converg.
 JU2842;SPC NJ       -    53,628.195   148,057.276   MT  0.99990005   -0 00 51.4
 JU2842;SPC NJ       -   175,945.17    485,751.25   sFT  0.99990005   -0 00 51.4
 JU2842;UTM  18      - 4,352,002.198   541,160.317   MT  0.99962086   +0 18 09.1
 JU2842
 JU2842                          SUPERSEDED SURVEY CONTROL
 JU2842
 JU2842  NAD 83(1986)-  39 18 59.18013(N)    074 31 21.09960(W) AD(       ) 4
 JU2842  NAD 27      -  39 18 58.76700(N)    074 31 22.54200(W) AD(       ) 3
 JU2842
 JU2842.Superseded values are not recommended for survey control.
 JU2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2842.See file dsdata.txt to determine how the superseded data were derived.
 JU2842
 JU2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4116052002(NAD 83)
 JU2842_MARKER: 52 = STANDPIPE TANK
 JU2842
 JU2842  HISTORY     - Date     Condition        Report By
 JU2842  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2842  HISTORY     - 1971     GOOD             NGS
 JU2842
 JU2842                          STATION DESCRIPTION
 JU2842
 JU2842'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2842'THE STATION IS AT THE CENTER OF THE TOP OF THE STANDPIPE.  IT
 JU2842'IS A GRAY-PAINTED STANDPIPE, ABOUT 20 FEET IN DIAMETER, WITH
 JU2842'AN OVERALL HEIGHT OF ABOUT 120 FEET.
 JU2842'
 JU2842'THE STATION IS LOCATED JUST NORTH OF THE INTERSECTION OF 30TH
 JU2842'AND DEVON AVENUES IN LONGPORT.
 JU2842
 JU2842                          STATION RECOVERY (1971)
 JU2842
 JU2842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU2842'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JU2842'
 JU2842'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2842'IN LONGPORT, N.J..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5103 ***********************************************************************
 KV5103  DESIGNATION -  LORILLARD NAT FIRE PROOF CHIM
 KV5103  PID         -  KV5103
 KV5103  STATE/COUNTY-  NJ/MONMOUTH
 KV5103  USGS QUAD   -  KEYPORT (1977)
 KV5103
 KV5103                         *CURRENT SURVEY CONTROL
 KV5103  ___________________________________________________________________
 KV5103* NAD 83(1996)-  40 26 40.11863(N)    074 09 16.15041(W)     ADJUSTED  
 KV5103* NAVD 88     -                                                        
 KV5103  ___________________________________________________________________
 KV5103  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 KV5103  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV5103
 KV5103  HORZ ORDER  -  THIRD
 KV5103
 KV5103.The horizontal coordinates were established by classical geodetic methods
 KV5103.and adjusted by the National Geodetic Survey in September 1999..
 KV5103
 KV5103
 KV5103.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5103
 KV5103.The geoid height was determined by GEOID03.
 KV5103
 KV5103;                    North         East     Units Scale Factor Converg.
 KV5103;SPC NJ       -   178,921.087   179,309.660   MT  0.99991057   +0 13 26.9
 KV5103;SPC NJ       -   587,010.27    588,285.11   sFT  0.99991057   +0 13 26.9
 KV5103;UTM  18      - 4,477,434.983   571,703.093   MT  0.99966329   +0 32 54.7
 KV5103
 KV5103                          SUPERSEDED SURVEY CONTROL
 KV5103
 KV5103  NAD 83(1996)-  40 26 40.11863(N)    074 09 16.14985(W) AD(       ) 4
 KV5103  NAD 83(1986)-  40 26 40.11920(N)    074 09 16.14828(W) AD(       ) 4
 KV5103  NAD 27      -  40 26 39.73200(N)    074 09 17.63700(W) AD(       ) 3
 KV5103
 KV5103.Superseded values are not recommended for survey control.
 KV5103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5103.See file dsdata.txt to determine how the superseded data were derived.
 KV5103
 KV5103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7170377435(NAD 83)
 KV5103_MARKER: 85 = CHIMNEY
 KV5103
 KV5103  HISTORY     - Date     Condition        Report By
 KV5103  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV5103
 KV5103                          STATION DESCRIPTION
 KV5103
 KV5103'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5103'THE TALLEST (THOUGH NOT CONSPICUOUSLY PROMINENT) CHIMNEY IN A
 KV5103'GROUP OF MANY, AT THE NATIONAL FIRE PROOFING CORPORATIONS TILE
 KV5103'WORKS ON THE N SIDE OF STONE ROAD.  IT IS AN ORDINARY, ROUND,
 KV5103'BLACK-BRICK TYPE.
 KV5103'
 KV5103'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 100 FEET ABOVE
 KV5103'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3994 ***********************************************************************
 KV3994  DESIGNATION -  LOS
 KV3994  PID         -  KV3994
 KV3994  STATE/COUNTY-  NJ/BERGEN
 KV3994  USGS QUAD   -  WEEHAWKEN (1995)
 KV3994
 KV3994                         *CURRENT SURVEY CONTROL
 KV3994  ___________________________________________________________________
 KV3994* NAD 83(1996)-  40 49 46.62798(N)    074 02 15.58432(W)     ADJUSTED  
 KV3994* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV3994  ___________________________________________________________________
 KV3994  LAPLACE CORR-           7.58  (seconds)                    DEFLEC99
 KV3994  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KV3994
 KV3994  HORZ ORDER  -  SECOND
 KV3994
 KV3994.The horizontal coordinates were established by classical geodetic methods
 KV3994.and adjusted by the National Geodetic Survey in September 1999..
 KV3994
 KV3994.The orthometric height was scaled from a topographic map.
 KV3994
 KV3994.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3994
 KV3994.The geoid height was determined by GEOID03.
 KV3994
 KV3994;                    North         East     Units Scale Factor Converg.
 KV3994;SPC NJ       -   221,731.115   188,995.026   MT  0.99991871   +0 18 08.2
 KV3994;SPC NJ       -   727,462.83    620,061.18   sFT  0.99991871   +0 18 08.2
 KV3994;SPC NY L     -    73,619.109   296,823.145   MT  0.99999496   -0 01 28.7
 KV3994;SPC NY L     -   241,532.03    973,827.27   sFT  0.99999496   -0 01 28.7
 KV3994;UTM  18      - 4,520,288.975   581,142.690   MT  0.99968104   +0 37 45.2
 KV3994
 KV3994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3994!SPC NJ       -   1.00000489  x   0.99991871  =   0.99992360
 KV3994!SPC NY L     -   1.00000489  x   0.99999496  =   0.99999985
 KV3994!UTM  18      -   1.00000489  x   0.99968104  =   0.99968593
 KV3994
 KV3994:                Primary Azimuth Mark                     Grid Az
 KV3994:SPC NJ       -  LITTLE FERRY GE MET WKS CHIM             013 40 06.7
 KV3994:SPC NY L     -  LITTLE FERRY GE MET WKS CHIM             013 59 43.6
 KV3994:UTM  18      -  LITTLE FERRY GE MET WKS CHIM             013 20 29.7
 KV3994
 KV3994|---------------------------------------------------------------------|
 KV3994| PID    Reference Object                     Distance      Geod. Az  |
 KV3994|                                                           dddmmss.s |
 KV3994| KV3972 LITTLE FERRY GE MET WKS CHIM        APPROX. 1.8 KM 0135814.9 |
 KV3994| KV3974 LITTLE FERRY MEHRHOF CO CHIM        APPROX. 1.6 KM 0165526.1 |
 KV3994| KV3991 RIDGEFIELD PARK FLINTKOTE TANK      APPROX. 2.5 KM 0185042.9 |
 KV3994| KV3992 RIDGEFIELD PARK FLINTKOTE CHIM      APPROX. 2.4 KM 0185912.8 |
 KV3994| KV3985 LITTLE FERRY ERIE RR TERM STK       APPROX. 1.3 KM 0351718.4 |
 KV3994| CB5281 LOS RM 1                              9.715 METERS 05737     |
 KV3994| KV3967 RIDGEFIELD REUTER SOAP CHIM         APPROX. 3.2 KM 0585512.8 |
 KV3994| KV3987 RIDGEFIELD LOWE PAPER TANK          APPROX. 2.4 KM 0711356.9 |
 KV3994| KV3977 RIDGEFIELD LOWE PAPER CHIMNEY       APPROX. 2.4 KM 0721148.4 |
 KV3994| KV4000 RIDGEFIELD REFORMED CH SPIRE        APPROX. 2.2 KM 0763153.3 |
 KV3994| KV4004 LITTLE FERRY FREI YDS N LT TWR      APPROX. 1.1 KM 0842539.2 |
 KV3994| KV4031 RIDGEFIELD L P MAES HSE TOWER       APPROX. 2.4 KM 0950602.6 |
 KV3994| KV4028 LITTLE FERRY FREI YDS S LT TWR      APPROX. 1.1 KM 0994824.9 |
 KV3994| KV4044 FAIRVIEW BELLMAN BLEACH CHIM        APPROX. 2.3 KM 1112442.9 |
 KV3994| KV4076 NORTH BERGEN ARMOUR SOAP CHIM       APPROX. 2.3 KM 1522241.6 |
 KV3994| KV4059 NORTH BERGEN ARMOUR SOAP TANK       APPROX. 2.4 KM 1523128.9 |
 KV3994| CB5282 LOS RM 2                             37.270 METERS 20554     |
 KV3994| KV4057 CARLSTADT WRH S RADIO TOWER         APPROX. 3.0 KM 2221257.4 |
 KV3994| KV4092 CARLSTADT WRH N RADIO TOWER         APPROX. 3.0 KM 2262311.6 |
 KV3994| KV4024 CARLSTADT WFAB E RADIO TOWER        APPROX. 1.5 KM 2530350.5 |
 KV3994| KV4035 CARLSTADT WFAB W RADIO TOWER        APPROX. 1.6 KM 2554151.4 |
 KV3994|---------------------------------------------------------------------|
 KV3994
 KV3994                          SUPERSEDED SURVEY CONTROL
 KV3994
 KV3994  NAD 83(1996)-  40 49 46.62782(N)    074 02 15.58442(W) AD(       ) 2
 KV3994  NAD 83(1996)-  40 49 46.62632(N)    074 02 15.58594(W) AD(       ) 2
 KV3994  NAD 83(1992)-  40 49 46.62551(N)    074 02 15.58665(W) AD(       ) 2
 KV3994  NAD 83(1986)-  40 49 46.63039(N)    074 02 15.58205(W) AD(       ) 2
 KV3994  NAD 27      -  40 49 46.26700(N)    074 02 17.08100(W) AD(       ) 2
 KV3994
 KV3994.Superseded values are not recommended for survey control.
 KV3994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3994.See file dsdata.txt to determine how the superseded data were derived.
 KV3994
 KV3994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8114320289(NAD 83)
 KV3994_MARKER: I = METAL ROD
 KV3994_SETTING: 0 = UNSPECIFIED SETTING
 KV3994
 KV3994  HISTORY     - Date     Condition        Report By
 KV3994  HISTORY     - 1932     MONUMENTED       CGS
 KV3994  HISTORY     - 1933     GOOD             CGS
 KV3994  HISTORY     - 1934     GOOD             CGS
 KV3994  HISTORY     - 20041001 GOOD             INDIV
 KV3994
 KV3994                          STATION DESCRIPTION
 KV3994
 KV3994'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3994'THIS STATION IS APPROXIMATELY 125 METERS W OF THE HACKENSACK
 KV3994'RIVER, IN THE TOWN OF LITTLE FERRY JUST S OF THE SOUTHERN EXTREMITY
 KV3994'OF MEHRHOF ROAD, ON THE S END OF A SOD DYKE, WHICH RUNS NORTHWARD
 KV3994'FROM THE SLUICE GATE OVER LOSEN SLOFE (A CREEK RUNNING W INTO
 KV3994'THE HACKENSACK RIVER).
 KV3994'
 KV3994'STATION IS MARKED BY A DRILL HOLE IN A 3/4-INCH ALLEGHENY STEEL
 KV3994'ROD SET IN THE 12-INCH TOP OF A TRUNCATED-CONICAL, CONCRETE
 KV3994'MONUMENT WITH THE LEGEND LOS-CGS IMPRESSED IN THE CONCRETE SET
 KV3994'FLUSH WITH THE SOD DYKE.
 KV3994'
 KV3994'TWO REFERENCE MARKS WERE SIMILARLY PLACED.  REFERENCE MARK NO.1
 KV3994'SET FLUSH WITH GROUND ON THE SOD DYKE N OF THE STATION.  REFERENCE
 KV3994'MARK NO.2 PROJECTING 2 INCHES ABOVE GROUND ON THE SOD DYKE ON
 KV3994'THE OPPOSITE SIDE OF THE CREEK S OF THE STATION.  BOTH HAVE AN
 KV3994'IDENTIFICATION NUMBER AND A REFERENCE CROSS IMPRESSED IN THE
 KV3994'CONCRETE.  THE LONGER BAR OF THE CROSS POINTS TOWARDS THE
 KV3994'STATION MARK.  (SHOULD A CROSS-INTERSECTION BE SO DEFACED AS TO
 KV3994'BE RENDERED INDEFINITE, THE EXACT REFERENCE MARK CENTER MAY BE
 KV3994'RECOVERED BY COLD-CHISELLING 1 INCH BELOW THE MONUMENT
 KV3994'SURFACE TO UNCOVER A 1/4-INCH BRASS ROD WHICH EXTENDS
 KV3994'VERTICALLY DOWNWARD 8 INCHES INTO THE MONUMENT).
 KV3994'ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV3994'
 KV3994'TO INSIDE EDGE OF SLUICE GATE TO S 15.40 METERS
 KV3994'
 KV3994'NORMAL TO NW INSIDE CORNER OF SLUICE GATE 4.57 METERS
 KV3994'
 KV3994'NORMAL TO NE INSIDE CORNER OF SLUICE GATE 2.80 METERS
 KV3994'
 KV3994'A 40-FOOT OBSERVING TOWER WAS USED AT THIS STATION.
 KV3994'
 KV3994'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 KV3994
 KV3994                          STATION RECOVERY (1933)
 KV3994
 KV3994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3994'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH THE
 KV3994'FOLLOWING EXCEPTIONS--
 KV3994'
 KV3994'THE ORIGINAL REFERENCE MEASUREMENTS ARE TO BE REPLACED BY THE
 KV3994'FOLLOWING--
 KV3994'
 KV3994'TO INSIDE EDGE OF SLUICE GATE TO S 15.46 METERS
 KV3994'
 KV3994'TO NEAREST CORNER AT N END OF W BULKHEAD 4.43 METERS
 KV3994'
 KV3994'TO NEAREST CORNER AT N END OF E BULKHEAD 2.80 METERS
 KV3994
 KV3994                          STATION RECOVERY (1934)
 KV3994
 KV3994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV3994'STATION RECOVERED IN FAIR CONDITION FROM DESCRIPTION WITH THE
 KV3994'FOLLOWING EXCEPTIONS--
 KV3994'
 KV3994'THE STATION IS NO LONGER ON THE SOD DYKE BUT IS ISOLATED ON A
 KV3994'SMALL PORTION OF THE OLD DYKE.  A NEW DYKE HAS BEEN BUILT
 KV3994'TURNING OFF TO THE E BETWEEN REFERENCE MARK NO.1 AND STATION AND
 KV3994'THEN PARALLELING THE OLD DYKE CROSSING BOTH A NEW DAM OVER THE
 KV3994'CREEK AND A NEW DITCH CUT THROUGH TO THE HACKENSACK RIVER, JUST
 KV3994'S OF THE OLD CREEK (LOSEN SLOFE).  THE OLD SLUICE GATE IS
 KV3994'DESTROYED BUT THE NORTHERN ENDS OF THE BULKHEADS REMAIN.  THE
 KV3994'DISTANCE TO THE SLUICE GATE SHOULD BE EXPUNGED.
 KV3994'
 KV3994'REFERENCE MARK NO. 1 IS IN GOOD CONDITION, BUT REFERENCE MARK
 KV3994'NO. 2 NOW SETS ON THE N EDGE OF THE NEW DITCH AND IS NOT VERY
 KV3994'STABLE.
 KV3994'
 KV3994'THE LETTERING ON THE CENTER STATION CONCRETE HAS BECOME BADLY
 KV3994'CHIPPED OFF AND THE IMPRESSED LEGEND LOS - CGS BARELY LEGIBLE.
 KV3994
 KV3994                          STATION RECOVERY (2004)
 KV3994
 KV3994'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MPC)
 KV3994'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0168 ***********************************************************************
 JU0168  DESIGNATION -  LOVELADIES
 JU0168  PID         -  JU0168
 JU0168  STATE/COUNTY-  NJ/OCEAN
 JU0168  USGS QUAD   -  LONG BEACH NE (1977)
 JU0168
 JU0168                         *CURRENT SURVEY CONTROL
 JU0168  ___________________________________________________________________
 JU0168* NAD 83(1996)-  39 43 49.57607(N)    074 07 19.76641(W)     ADJUSTED  
 JU0168* NAVD 88     -         1.375  (meters)       4.51   (feet)  ADJUSTED  
 JU0168  ___________________________________________________________________
 JU0168  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 JU0168  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JU0168  DYNAMIC HT  -           1.375 (meters)       4.51  (feet)  COMP
 JU0168  MODELED GRAV-     980,159.7   (mgal)                       NAVD 88
 JU0168
 JU0168  HORZ ORDER  -  SECOND
 JU0168  VERT ORDER  -  FIRST     CLASS I
 JU0168
 JU0168.The horizontal coordinates were established by classical geodetic methods
 JU0168.and adjusted by the National Geodetic Survey in September 1999..
 JU0168
 JU0168.The orthometric height was determined by differential leveling
 JU0168.and adjusted by the National Geodetic Survey in June 1991..
 JU0168
 JU0168.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0168
 JU0168.The geoid height was determined by GEOID03.
 JU0168
 JU0168.The dynamic height is computed by dividing the NAVD 88
 JU0168.geopotential number by the normal gravity value computed on the
 JU0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0168.degrees latitude (g = 980.6199 gals.).
 JU0168
 JU0168.The modeled gravity was interpolated from observed gravity values.
 JU0168
 JU0168;                    North         East     Units Scale Factor Converg.
 JU0168;SPC NJ       -    99,655.620   182,388.762   MT  0.99991291   +0 14 29.4
 JU0168;SPC NJ       -   326,953.48    598,387.13   sFT  0.99991291   +0 14 29.4
 JU0168;UTM  18      - 4,398,207.511   575,226.746   MT  0.99966967   +0 33 40.0
 JU0168
 JU0168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0168!SPC NJ       -   1.00000502  x   0.99991291  =   0.99991793
 JU0168!UTM  18      -   1.00000502  x   0.99966967  =   0.99967469
 JU0168
 JU0168|---------------------------------------------------------------------|
 JU0168| PID    Reference Object                     Distance      Geod. Az  |
 JU0168|                                                           dddmmss.s |
 JU0168| JU0169 LOVELADIES RM 4                      19.388 METERS 05149     |
 JU0168| JU0171 LOVELADIES AZ MK                                   3005917.4 |
 JU0168| JU0170 LOVELADIES RM 5                      25.571 METERS 34021     |
 JU0168|---------------------------------------------------------------------|
 JU0168
 JU0168                          SUPERSEDED SURVEY CONTROL
 JU0168
 JU0168  NAD 83(1986)-  39 43 49.56786(N)    074 07 19.75921(W) AD(       ) 2
 JU0168  NAD 27      -  39 43 49.13090(N)    074 07 21.27340(W) AD(       ) 2
 JU0168  NGVD 29 (??/??/??)    1.759  (m)            5.77   (f) ADJUSTED    1 1
 JU0168
 JU0168.Superseded values are not recommended for survey control.
 JU0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0168.See file dsdata.txt to determine how the superseded data were derived.
 JU0168
 JU0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7522798208(NAD 83)
 JU0168_MARKER: DS = TRIANGULATION STATION DISK
 JU0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0168_STAMPING: LOVELADIES 1932
 JU0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0168+STABILITY: SURFACE MOTION
 JU0168
 JU0168  HISTORY     - Date     Condition        Report By
 JU0168  HISTORY     - 1932     MONUMENTED       CGS
 JU0168  HISTORY     - 1935     GOOD             CGS
 JU0168  HISTORY     - 1950     GOOD             CGS
 JU0168  HISTORY     - 1951     GOOD             CGS
 JU0168  HISTORY     - 1962     GOOD             CGS
 JU0168  HISTORY     - 1962     GOOD             CGS
 JU0168  HISTORY     - 1964     GOOD             CGS
 JU0168  HISTORY     - 1984     GOOD             USPSQD
 JU0168  HISTORY     - 1984     GOOD             USPSQD
 JU0168  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0168  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU0168
 JU0168                          STATION DESCRIPTION
 JU0168
 JU0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU0168'STATION IS A STANDARD DISK SET IN THE W SIDE OF THE NW FOOTING
 JU0168'OF LOVELADIES COAST GUARD STATION, 23.85 FEET FROM THE NE
 JU0168'CORNER OF COAST GUARD HOUSE, 0.7 FOOT FROM THE SW CORNER OF THE
 JU0168'FOOTING, 1.8 FEET FROM THE N CORNER OF THE N FOOTING.  THE
 JU0168'OBSERVING TOWER WAS SET IN THE CENTER OF THE FLAGSTAFF STRUCTURE
 JU0168'AND THE CENTER SET ON A PUMP UNDER THE FLAGSTAFF BY A CENTER
 JU0168'PUNCH.  THE ECCENTRIC DISTANCE WAS 2.22 METERS AND THE
 JU0168'DIRECTION 347 DEG 10 MIN FROM BARNEGAT LIGHT 2.
 JU0168'
 JU0168'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU0168'CONCRETE AS DESCRIBED IN NOTES 1C AND 11A.
 JU0168'
 JU0168'REFERENCE MARK NO.2 IS 116 FEET FROM THE STATION AT SE CORNER
 JU0168'AT FENCE POST ON THE COAST GUARD PROPERTY, 69.9 FEET N OF THE N
 JU0168'CORNER OF COAST GUARD BUILDING PROPER.  REFERENCE MARK NO.3 IS
 JU0168'94.45 FEET FROM THE STATION, 69.45 FEET S OF THE N CORNER OF
 JU0168'THE COAST GUARD BUILDING PROPER.  REFERENCE MARK NO.1 IS 0.3
 JU0168'MILE N OF THE STATION, 112 FEET E OF THE CENTER LINE OF THE
 JU0168'HIGHWAY, LONG BEACH BOULEVARD, 9 FEET W OF DRAINAGE DITCH.
 JU0168'
 JU0168'LOVELADIES TO LOVELADIES ECCENTRIC - 5 DEG - 29 MIN.
 JU0168'
 JU0168'HEIGHT OF SIGNAL ABOVE STATION MARK - 6 METERS.
 JU0168
 JU0168                          STATION RECOVERY (1935)
 JU0168
 JU0168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU0168'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION
 JU0168'LOVELADIES ECCENTRIC WAS USED BY THIS PARTY.  THIS IS THE SAME
 JU0168'ECCENTRIC SET-UP USED BY C.D. MEANEY.  THE FOLLOWING
 JU0168'DISCREPANCIES WERE NOTED IN THE ORIGINAL DESCRIPTION.  IN THE
 JU0168'ORIGINAL DESCRIPTION THE DIRECTIONS TO REFERENCE MARKS NOTED
 JU0168'ARE AT THE ECCENTRIC STATION AND HAVE NOT BEEN REDUCED TO THE
 JU0168'TRUE STATION.  THE DISTANCES NOTED ARE FROM THE TRUE STATION TO
 JU0168'THE REFERENCE MARKS.  THESE DISTANCES AND ANGLES WERE CHECKED
 JU0168'AND IS WAS FOUND THAT THE DISTANCES TO REFERENCE MARK NO.2
 JU0168'AND REFERENCE MARK NO.3 ARE REVERSED.  IN THE LIST OF
 JU0168'GEOGRAPHIC POSITIONS THE AZIMUTHS FROM LOVELADIES TO
 JU0168'LOVELADIES ECCENTRIC ARE REVERSED AS LOVELADIES IS N OF
 JU0168'LOVELADIES ECCENTRIC.
 JU0168
 JU0168                          STATION RECOVERY (1950)
 JU0168
 JU0168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU0168'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 JU0168'CONDITION.  THE 1935 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 JU0168'EXCEPTIONS--
 JU0168'
 JU0168'STATION IS LOCATED 4 METERS NE OF THE NE CORNER OF THE
 JU0168'ABANDONED LOVELADIES COAST GUARD STATION, 28 METERS E OF THE
 JU0168'CENTER LINE OF LONG BEACH BOULEVARD, IN A CONCRETE FOOTING
 JU0168'PROJECTING 10 INCHES ABOVE GROUND.
 JU0168'
 JU0168'REFERENCE MARK 2 IS SW OF THE STATION 116.00 FEET AND IN THE
 JU0168'CENTER OF SMALL SAND ROAD WHICH LEADS E FROM THE BOULEVARD.
 JU0168'
 JU0168'REFERENCE MARK 1 (AZIMUTH MARK) WAS NOT RECOVERED DUE TO AN
 JU0168'INADEQUATE DESCRIPTION.
 JU0168'
 JU0168'REFERENCE MARK 3 HAS BEEN DUG OUT OF THE GROUND AND COULD NOT
 JU0168'BE FOUND.
 JU0168
 JU0168                          STATION RECOVERY (1951)
 JU0168
 JU0168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU0168'STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 JU0168'CONDITION.  THE 1935 DESCRIPTION TOGETHER WITH THE RECOVERY
 JU0168'NOTE OF 1950 IS ADEQUATE WITH THE FOLLOWING EXCEPTION--
 JU0168'
 JU0168'THE STATION IS 44.0 M. E OF THE CENTERLINE OF LONG BEACH
 JU0168'BOULEVARD, NOT 28.0 M.
 JU0168
 JU0168                          STATION RECOVERY (1962)
 JU0168
 JU0168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU0168'STATION MARK ONLY WAS RECOVERED, IN GOOD CONDITION.  IT IS 6
 JU0168'INCHES BELOW GROUND, 3.1 FEET NORTHEAST OF THE NORTH CORNER OF
 JU0168'A BRICK STEP AND 2.3 FEET NORTH OF THE NORTH CORNER OF AN ELL
 JU0168'THAT HAS BEEN ADDED TO THE HOUSE.  NONE OF THE RMS WERE
 JU0168'FOUND.  THE OWNER BELIEVED THAT RM 2 MIGHT BE RECOVERABLE BENEATH
 JU0168'THE FILL, BUT AS THE ELL WAS BETWEEN THE MARKS IT WAS NOT
 JU0168'POSSIBLE TO TURN AN ANGLE NOR MEASURE A DISTANCE, AND THE MARK
 JU0168'WAS NOT LOCATED WITH A PROBING ROD.
 JU0168
 JU0168                          STATION RECOVERY (1962)
 JU0168
 JU0168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU0168'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 JU0168'
 JU0168'REFERENCE MARKS 1, 2, AND 3 WERE NOT FOUND AND ARE BELIEVED TO
 JU0168'BE LOST.
 JU0168'
 JU0168'TWO NEW REFERENCE MARKS 4 AND 5 WERE ESTABLISHED AT THIS TIME,
 JU0168'AN AZIMUTH MARK WAS ALSO ESTABLISHED.
 JU0168'
 JU0168'THE TOWER COULD NOT BE ERECTED OVER THE STATION MARK AS IT IS
 JU0168'TOO NEAR A BUILDING.  THE TOWER WAS ERECTED OVER REFERENCE MARK 4.
 JU0168'
 JU0168'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU0168
 JU0168                          STATION RECOVERY (1964)
 JU0168
 JU0168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0168'AT LOVELADIES.
 JU0168'ON LONG BEACH ISLAND, AT LOVELADIES, ABOUT 1.85 MILES NORTHEAST
 JU0168'ALONG LONG BEACH BOULEVARD AND CENTRAL AVENUE FROM THE HARVEY CEDARS
 JU0168'POST OFFICE, ON PROPERTY OF LOVELADIES GIFT SHOP, 145.0 FEET
 JU0168'SOUTHEAST OF THE CENTER LINE OF THE BOULEVARD, 2.0 FEET NORTH OF
 JU0168'THE NORTHEASTERN MOST ROOM OF THE GIFT SHOP, 13.5 FEET SOUTH OF
 JU0168'THE SOUTH CORNER OF A SMALL FRAME BUILDING WITH A SIGN READING
 JU0168'COUNTRY STORE, 83.9 FEET SOUTH OF LOVELADIES R.M. 5 DESCRIBED,
 JU0168'63.6 FEET SOUTHWEST OF R.M. 4 DESCRIBED, ABOUT LEVEL WITH THE
 JU0168'BOULEVARD AND SET IN THE TOP OF A CONCRETE POST THAT IS ABOUT 0.5
 JU0168'FOOT UNDERGROUND.
 JU0168
 JU0168                          STATION RECOVERY (1984)
 JU0168
 JU0168'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 JU0168'STATION FOUND GOOD.
 JU0168'
 JU0168'THE STATION WAS RECOVERED IN GOOD CONDITION BOTH RM 4 AND RM 5 WERE
 JU0168'RECOVERED IN GOOD CONDITION.  BOTH MARKS WERE ABOUT 4 INCHES BELOW
 JU0168'THE SURFACE WITH A 4 INCHES X 4 INCHES X 4 INCHES BLOCK OF WOOD
 JU0168'INSERTED IN THE 4 INCH OPENING.
 JU0168'
 JU0168'THIS PROPERTY SUPPOSEDLY HAS BEEN SOLD.  IT MIGHT BE ADVISEABLE TO
 JU0168'PLACE WITNESS POSTS IN CASE OF EXCAVATION.
 JU0168
 JU0168                          STATION RECOVERY (1984)
 JU0168
 JU0168'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0168'RECOVERED IN GOOD CONDITION.
 JU0168
 JU0168                          STATION RECOVERY (1987)
 JU0168
 JU0168'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0168'MARK NOT FOUND.
 JU0168
 JU0168                          STATION RECOVERY (2001)
 JU0168
 JU0168'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0168'THE STATION WAS NOT RECOVERED AT THIS TIME. HOUSES HAVE BEEN
 JU0168'CONSTRUCTED IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0171 ***********************************************************************
 JU0171  DESIGNATION -  LOVELADIES AZ MK
 JU0171  PID         -  JU0171
 JU0171  STATE/COUNTY-  NJ/OCEAN
 JU0171  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0171
 JU0171                         *CURRENT SURVEY CONTROL
 JU0171  ___________________________________________________________________
 JU0171* NAD 83(1986)-  39 43 55.     (N)    074 07 31.     (W)     SCALED    
 JU0171* NAVD 88     -         1.119  (meters)       3.67   (feet)  ADJUSTED  
 JU0171  ___________________________________________________________________
 JU0171  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JU0171  DYNAMIC HT  -           1.118 (meters)       3.67  (feet)  COMP
 JU0171  MODELED GRAV-     980,159.8   (mgal)                       NAVD 88
 JU0171
 JU0171  VERT ORDER  -  FIRST     CLASS II
 JU0171
 JU0171.The horizontal coordinates were scaled from a topographic map and have
 JU0171.an estimated accuracy of +/- 6 seconds.
 JU0171
 JU0171.The orthometric height was determined by differential leveling
 JU0171.and adjusted by the National Geodetic Survey in March 2005..
 JU0171.No vertical observational check was made to the station.
 JU0171
 JU0171.The geoid height was determined by GEOID03.
 JU0171
 JU0171.The dynamic height is computed by dividing the NAVD 88
 JU0171.geopotential number by the normal gravity value computed on the
 JU0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0171.degrees latitude (g = 980.6199 gals.).
 JU0171
 JU0171.The modeled gravity was interpolated from observed gravity values.
 JU0171
 JU0171;                    North         East    Units  Estimated Accuracy
 JU0171;SPC NJ       -    99,820.      182,120.      MT  (+/- 180 meters Scaled)
 JU0171
 JU0171                          SUPERSEDED SURVEY CONTROL
 JU0171
 JU0171  NAVD 88 (06/15/91)    1.132  (m)            3.71   (f) UNKNOWN     1 1
 JU0171  NGVD 29 (??/??/??)    1.516  (m)            4.97   (f) ADJUSTED    1 1
 JU0171
 JU0171.Superseded values are not recommended for survey control.
 JU0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0171.See file dsdata.txt to determine how the superseded data were derived.
 JU0171
 JU0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ749983(NAD 83)
 JU0171_MARKER: DZ = AZIMUTH MARK DISK
 JU0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0171_STAMPING: LOVELADIES 1932
 JU0171_MARK LOGO: CGS   
 JU0171_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0171+STABILITY: SURFACE MOTION
 JU0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0171+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 JU0171
 JU0171  HISTORY     - Date     Condition        Report By
 JU0171  HISTORY     - 1932     MONUMENTED       CGS
 JU0171  HISTORY     - 1964     GOOD             CGS
 JU0171  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU0171  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0171  HISTORY     - 20010606 GOOD             NJGS
 JU0171
 JU0171                          STATION DESCRIPTION
 JU0171
 JU0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0171'AT LOVELADIES.
 JU0171'ON LONG BEACH ISLAND, AT LOVELADIES, 2.15 MILES SOUTHWEST ALONG
 JU0171'CENTRAL AVENUE AND LONG BEACH BOULEVARD FROM THE COAST GUARD
 JU0171'STATION AT BARNEGAT LIGHT, THENCE ABOUT 0.15 MILE NORTHWEST
 JU0171'ALONG A SAND DRIVE, 51.0 FEET SOUTH OF THE SOUTH CORNER OF A HOUSE
 JU0171'WITH BLUE SHINGLES, 12.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 JU0171'DRIVE, 2.5 FEET SOUTHEAST OF POWER POLE P 35161, 7.2 FEET SOUTHWEST
 JU0171'OF A METAL WITNESS POST, ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE
 JU0171'DRIVE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT.
 JU0171
 JU0171                          STATION RECOVERY (1984)
 JU0171
 JU0171'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0171'MARK NOT FOUND.
 JU0171
 JU0171                          STATION RECOVERY (1987)
 JU0171
 JU0171'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0171'MARK NOT FOUND.
 JU0171
 JU0171                          STATION RECOVERY (2001)
 JU0171
 JU0171'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0171'RECOVERED AS DESCRIBED WITH A NEW DESCRIPTION TO FOLLOW.  THE STATION
 JU0171'IS LOCATED IN LONG BEACH TOWNSHIP IN THE COMMUNITY OF LOVELADIES.  TO
 JU0171'REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 72 AND LONG
 JU0171'BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM, GO NORTHEAST ON LONG
 JU0171'BEACH BOULEVARD FOR 6.6 MI (10.6 KM) TO THE INTERSECTION WITH SANDY
 JU0171'COVE.  TURN LEFT AND GO NORTHWEST ON SANDY COVE FOR 0.15 MI (0.24 KM)
 JU0171'TO THE STATION ON THE RIGHT.  THE STATION IS 4.4 M (14.4 FT) NORTH
 JU0171'FROM THE CENTERLINE OF SANDY COVE, 1.3 M (4.3 FT) EAST SOUTHEAST FROM
 JU0171'UTILITY POLE NUMBER P35161, 0.5 M (1.6 FT) WEST FROM A METAL WITNESS
 JU0171'POST, 14.4 M (47.2 FT) EAST FROM THE CENTERLINE OF A DRIVE LEADING TO
 JU0171'HOUSE NUMBER 11, A THREE STORY FRAME DWELLING AND 18.3 M (60.0 FT)
 JU0171'WEST FROM THE CENTERLINE OF A DRIVE LEADING TO HOUSE NUMBER 10, A TWO
 JU0171'STORY FRAME DWELLING.  THE STATION IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2666 ***********************************************************************
 JU2666  DESIGNATION -  LOVELADIES COAST GUARD CUPOLA
 JU2666  PID         -  JU2666
 JU2666  STATE/COUNTY-  NJ/OCEAN
 JU2666  USGS QUAD   -  LONG BEACH NE (1977)
 JU2666
 JU2666                         *CURRENT SURVEY CONTROL
 JU2666  ___________________________________________________________________
 JU2666* NAD 83(1996)-  39 43 49.40364(N)    074 07 20.48834(W)     ADJUSTED  
 JU2666* NAVD 88     -                                                        
 JU2666  ___________________________________________________________________
 JU2666  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 JU2666  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JU2666
 JU2666  HORZ ORDER  -  THIRD
 JU2666
 JU2666.The horizontal coordinates were established by classical geodetic methods
 JU2666.and adjusted by the National Geodetic Survey in September 1999..
 JU2666
 JU2666
 JU2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2666
 JU2666.The geoid height was determined by GEOID03.
 JU2666
 JU2666;                    North         East     Units Scale Factor Converg.
 JU2666;SPC NJ       -    99,650.230   182,371.594   MT  0.99991290   +0 14 29.0
 JU2666;SPC NJ       -   326,935.80    598,330.80   sFT  0.99991290   +0 14 29.0
 JU2666;UTM  18      - 4,398,202.027   575,209.613   MT  0.99966964   +0 33 39.6
 JU2666
 JU2666                          SUPERSEDED SURVEY CONTROL
 JU2666
 JU2666  NAD 83(1986)-  39 43 49.39527(N)    074 07 20.48136(W) AD(       ) 4
 JU2666  NAD 27      -  39 43 48.96000(N)    074 07 21.99300(W) AD(       ) 3
 JU2666
 JU2666.Superseded values are not recommended for survey control.
 JU2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2666.See file dsdata.txt to determine how the superseded data were derived.
 JU2666
 JU2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7521098202(NAD 83)
 JU2666_MARKER: 86 = CUPOLA
 JU2666
 JU2666  HISTORY     - Date     Condition        Report By
 JU2666  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU2666  HISTORY     - 1962     GOOD             CGS
 JU2666  HISTORY     - 1984     GOOD             USPSQD
 JU2666
 JU2666                          STATION DESCRIPTION
 JU2666
 JU2666'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2666'STATION IS LOCATED ON THE E SIDE OF BARNEGAT BAY, ON LONG BEACH,
 JU2666'ABOUT 2 MILES S OF BARNEGAT INLET.  IT IS ABOUT 100 METERS E OF
 JU2666'THE MAIN N AND S ROAD ON THE ISLAND AND IS THE HIGHEST POINT ON
 JU2666'THE RED-PYRAMIDAL ROOF OF THE CUPOLA ON THE MAIN BUILDING OF
 JU2666'THE LOVELADIES ISLAND COAST GUARD STATION.
 JU2666'
 JU2666'HEIGHT OF LIGHT ABOVE STATION MARK 8 METERS.
 JU2666
 JU2666                          STATION RECOVERY (1962)
 JU2666
 JU2666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2666'RECOVERED IN GOOD CONDITION.  THE BUILDING WAS RAISED SLIGHTLY,
 JU2666'TO SET ON A HIGHER FOUNDATION, AND IT IS THEREFORE POSSIBLE THAT
 JU2666'IT IS NOT IN THE SAME POSITION LATERALLY.  THE PROPERTY IS NOW
 JU2666'OCCUPIED BY THE LOVELADIES ANTIQUE AND GIFT SHOP.
 JU2666
 JU2666                          STATION RECOVERY (1984)
 JU2666
 JU2666'RECOVERY NOTE BY US POWER SQUADRON 1984 (AWT)
 JU2666'STATION FOUND GOOD.
 JU2666'
 JU2666'RECOVERED AS DESCRIBED IN HORIZONTAL DATA.
 JU2666'
 JU2666'PROPERTY HAS BEEN SOLD - REDEVELOPMENT IS POSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2665 ***********************************************************************
 JU2665  DESIGNATION -  LOVELADIES ECC
 JU2665  PID         -  JU2665
 JU2665  STATE/COUNTY-  NJ/OCEAN
 JU2665  USGS QUAD   -  LONG BEACH NE (1977)
 JU2665
 JU2665                         *CURRENT SURVEY CONTROL
 JU2665  ___________________________________________________________________
 JU2665* NAD 83(1996)-  39 43 49.50442(N)    074 07 19.77530(W)     ADJUSTED  
 JU2665* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2665  ___________________________________________________________________
 JU2665  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 JU2665  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JU2665
 JU2665  HORZ ORDER  -  SECOND
 JU2665
 JU2665.The horizontal coordinates were established by classical geodetic methods
 JU2665.and adjusted by the National Geodetic Survey in September 1999..
 JU2665
 JU2665.The orthometric height was scaled from a topographic map.
 JU2665
 JU2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2665
 JU2665.The geoid height was determined by GEOID03.
 JU2665
 JU2665;                    North         East     Units Scale Factor Converg.
 JU2665;SPC NJ       -    99,653.410   182,388.559   MT  0.99991291   +0 14 29.4
 JU2665;SPC NJ       -   326,946.23    598,386.46   sFT  0.99991291   +0 14 29.4
 JU2665;UTM  18      - 4,398,205.300   575,226.556   MT  0.99966967   +0 33 40.0
 JU2665
 JU2665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2665!SPC NJ       -   1.00000498  x   0.99991291  =   0.99991789
 JU2665!UTM  18      -   1.00000498  x   0.99966967  =   0.99967465
 JU2665
 JU2665|---------------------------------------------------------------------|
 JU2665| PID    Reference Object                     Distance      Geod. Az  |
 JU2665|                                                           dddmmss.s |
 JU2665| CB2217 LOVELADIES RM 1 AZIMUTH                            01705     |
 JU2665| JU2639 BARNEGAT CG WEST GABLE CUPOLA       APPROX. 3.4 KM 0251931.1 |
 JU2665| JU2687 HIGHPOINT WATER TANK                APPROX. 2.7 KM 2031836.3 |
 JU2665| CB2218 LOVELADIES RM 2                      28.813 METERS 21304     |
 JU2665| JU2643 BARNEGAT WATER TANK                 APPROX. 9.0 KM 2881923.3 |
 JU2665| JU2644 GULF                                APPROX. 6.3 KM 2912405.1 |
 JU2665| CB2219 LOVELADIES RM 3                      35.366 METERS 32445     |
 JU2665|---------------------------------------------------------------------|
 JU2665
 JU2665                          SUPERSEDED SURVEY CONTROL
 JU2665
 JU2665  NAD 83(1986)-  39 43 49.49625(N)    074 07 19.76810(W) AD(       ) 2
 JU2665  NAD 27      -  39 43 49.05930(N)    074 07 21.28230(W) AD(       ) 2
 JU2665
 JU2665.Superseded values are not recommended for survey control.
 JU2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2665.See file dsdata.txt to determine how the superseded data were derived.
 JU2665
 JU2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7522798205(NAD 83)
 JU2665
 JU2665  HISTORY     - Date     Condition        Report By
 JU2665  HISTORY     - 1932     MONUMENTED       CGS
 JU2665
 JU2665                          STATION DESCRIPTION
 JU2665
 JU2665'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 JU2665'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION
 JU2665'LOVELADIES ECCENTRIC WAS USED BY THIS PARTY.  THIS IS THE SAME
 JU2665'ECCENTRIC SET-UP USED BY C.D. MEANEY.  THE FOLLOWING
 JU2665'DISCREPANCIES WERE NOTED IN THE ORIGINAL DESCRIPTION.  IN THE
 JU2665'ORIGINAL DESCRIPTION THE DIRECTIONS TO REFERENCE MARKS NOTED
 JU2665'ARE AT THE ECCENTRIC STATION AND HAVE NOT BEEN REDUCED TO THE
 JU2665'TRUE STATION.  THE DISTANCES NOTED ARE FROM THE TRUE STATION TO
 JU2665'THE REFERENCE MARKS.  THESE DISTANCES AND ANGLES WERE CHECKED
 JU2665'AND IS WAS FOUND THAT THE DISTANCES TO REFERENCE MARK NO.2
 JU2665'AND REFERENCE MARK NO.3 ARE REVERSED.  IN THE LIST OF
 JU2665'GEOGRAPHIC POSITIONS THE AZIMUTHS FROM LOVELADIES TO
 JU2665'LOVELADIES ECCENTRIC ARE REVERSED AS LOVELADIES IS N OF
 JU2665'LOVELADIES ECCENTRIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0169 ***********************************************************************
 JU0169  DESIGNATION -  LOVELADIES RM 4
 JU0169  PID         -  JU0169
 JU0169  STATE/COUNTY-  NJ/OCEAN
 JU0169  USGS QUAD   -  LONG BEACH NE (1977)
 JU0169
 JU0169                         *CURRENT SURVEY CONTROL
 JU0169  ___________________________________________________________________
 JU0169* NAD 83(1996)-  39 43 49.96463(N)    074 07 19.12640(W)     ADJUSTED  
 JU0169* NAVD 88     -         1.397  (meters)       4.58   (feet)  ADJUSTED  
 JU0169  ___________________________________________________________________
 JU0169  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 JU0169  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JU0169  DYNAMIC HT  -           1.396 (meters)       4.58  (feet)  COMP
 JU0169  MODELED GRAV-     980,159.7   (mgal)                       NAVD 88
 JU0169
 JU0169  HORZ ORDER  -  THIRD
 JU0169  VERT ORDER  -  FIRST     CLASS I
 JU0169
 JU0169.The horizontal coordinates were established by classical geodetic methods
 JU0169.and adjusted by the National Geodetic Survey in September 1999..
 JU0169
 JU0169.The orthometric height was determined by differential leveling
 JU0169.and adjusted by the National Geodetic Survey in June 1991..
 JU0169
 JU0169.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0169
 JU0169.The geoid height was determined by GEOID03.
 JU0169
 JU0169.The dynamic height is computed by dividing the NAVD 88
 JU0169.geopotential number by the normal gravity value computed on the
 JU0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0169.degrees latitude (g = 980.6199 gals.).
 JU0169
 JU0169.The modeled gravity was interpolated from observed gravity values.
 JU0169
 JU0169;                    North         East     Units Scale Factor Converg.
 JU0169;SPC NJ       -    99,667.667   182,403.951   MT  0.99991292   +0 14 29.8
 JU0169;SPC NJ       -   326,993.00    598,436.96   sFT  0.99991292   +0 14 29.8
 JU0169;UTM  18      - 4,398,219.640   575,241.864   MT  0.99966970   +0 33 40.5
 JU0169
 JU0169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0169!SPC NJ       -   1.00000502  x   0.99991292  =   0.99991793
 JU0169!UTM  18      -   1.00000502  x   0.99966970  =   0.99967471
 JU0169
 JU0169:                Primary Azimuth Mark                     Grid Az
 JU0169:SPC NJ       -  BARNEGAT LIGHT NEW WATER TANK            021 22 55.6
 JU0169:UTM  18      -  BARNEGAT LIGHT NEW WATER TANK            021 03 44.9
 JU0169
 JU0169|---------------------------------------------------------------------|
 JU0169| PID    Reference Object                     Distance      Geod. Az  |
 JU0169|                                                           dddmmss.s |
 JU0169| JU2641 BARNEGAT LIGHT NEW WATER TANK       APPROX. 3.1 KM 0213725.4 |
 JU0169| JU2642 BARNEGAT LIGHT OLD WATER TANK       APPROX. 3.1 KM 0215506.1 |
 JU0169| JU2632 BARNEGAT INLET S BREAKWATER LT      APPROX. 3.9 KM 0401549.5 |
 JU0169| JU2631 BARNEGAT INLET N BREAKWATER LT      APPROX. 4.2 KM 0405138.2 |
 JU0169| JU0168 LOVELADIES                           19.388 METERS 23149     |
 JU0169| JU2684 BARNEGAT WATERWAY LIGHT 79          APPROX. 1.9 KM 2384228.2 |
 JU0169| JU2683 BARNEGAT WATERWAY LIGHT 76          APPROX. 2.4 KM 2691144.2 |
 JU0169| JU0170 LOVELADIES RM 5                      26.731 METERS 29655     |
 JU0169| JU0171 LOVELADIES AZ MK                                   2974012.1 |
 JU0169| JU2689 BARNEGAT WATERWAY LIGHT 73          APPROX. 2.6 KM 3034805.1 |
 JU0169|---------------------------------------------------------------------|
 JU0169
 JU0169                          SUPERSEDED SURVEY CONTROL
 JU0169
 JU0169  NAD 83(1986)-  39 43 49.95642(N)    074 07 19.11920(W) AD(       ) 3
 JU0169  NAD 27      -  39 43 49.51950(N)    074 07 20.63340(W) AD(       ) 3
 JU0169  NGVD 29 (??/??/??)    1.780  (m)            5.84   (f) ADJUSTED    1 1
 JU0169
 JU0169.Superseded values are not recommended for survey control.
 JU0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0169.See file dsdata.txt to determine how the superseded data were derived.
 JU0169
 JU0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7524298220(NAD 83)
 JU0169_MARKER: DR = REFERENCE MARK DISK
 JU0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0169_STAMPING: LOVELADIES NO 4 1932
 JU0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0169+STABILITY: SURFACE MOTION
 JU0169
 JU0169  HISTORY     - Date     Condition        Report By
 JU0169  HISTORY     - 1962     MONUMENTED       CGS
 JU0169  HISTORY     - 1964     GOOD             CGS
 JU0169  HISTORY     - 1964     GOOD             CGS
 JU0169  HISTORY     - 1984     GOOD             USPSQD
 JU0169  HISTORY     - 1984     GOOD             USPSQD
 JU0169  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0169  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU0169
 JU0169                          STATION DESCRIPTION
 JU0169
 JU0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU0169'THE STATION IS ABOUT 2 MILES SOUTHWEST OF BARNEGAT LIGHTHOUSE,
 JU0169'ABOUT 200 YARDS WEST OF THE EAST SHORE LINE AND ABOUT 6 MILES
 JU0169'NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 72 AND LONG BEACH
 JU0169'BOULEVARD.  IT IS 179 FEET SOUTHEAST OF THE CENTERLINE OF A PAVED
 JU0169'ROAD, 42 FEET EAST OF THE NORTHEAST CORNER OF A SMALL FRAME
 JU0169'BUILDING, 26 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 JU0169'BUILDING AND 5 FEET WEST OF A WITNESS POST.  THE MONUMENT
 JU0169'PROJECTS 2 INCHES AND THE DISK IS STAMPED LOVELADIES NO 4 1932.
 JU0169'
 JU0169'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 72 AND LONG BEACH
 JU0169'BOULEVARD ON LONG BEACH ISLAND, GO NORTHEAST ON LONG BEACH
 JU0169'BOULEVARD FOR 6.1 MILES TO THE LOVELADIES ACCESSORIES AND ANTIQUES
 JU0169'BUILDING (RED BUILDING WITH DARK COLORED ROOF) ON THE RIGHT AND
 JU0169'THE STATION ON THE NORTHWEST SIDE OF THE BUILDING.
 JU0169'
 JU0169'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST FOR
 JU0169'180 FEET TO A PAVED ROAD.  TURN RIGHT AND GO NORTHEAST ON THE
 JU0169'PAVED ROAD FOR ABOUT 100 FEET TO A SIDE ROAD ON THE LEFT AND
 JU0169'SIGN PRIVATE DRIVE.  TURN LEFT AND GO WESTERLY ON THE PRIVATE
 JU0169'DRIVE FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 JU0169'
 JU0169'THE STATION LOVELADIES 1932 IS 65 FEET SOUTHWEST OF THE
 JU0169'WITNESS POST, 40 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JU0169'SMALL BUILDING, 13.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JU0169'SMALL FRAME BUILDING AND 2 FEET NORTHWEST OF THE NORTHWEST CORNER
 JU0169'OF THE NORTH ROOM OF THE ANTIQUE SHOP.  THE DISK IS SET FLUSH IN
 JU0169'A DRILL HOLE IN A CONCRETE FOOTING 4 INCHES UNDERGROUND AND THE
 JU0169'DISK IS STAMPED LOVELADIES 1932.
 JU0169'
 JU0169'REFERENCE MARK 5 IS 60 FEET SOUTHEAST OF A POWER POLE, 91 FEET
 JU0169'SOUTHEAST OF THE CENTERLINE OF THE PAVED ROAD AND 3 FEET NORTH
 JU0169'OF THE NORTH EDGE OF A GRAVELED PARKING AREA.  THE MONUMENT
 JU0169'PROJECTS 2 INCHES AND THE DISK IS STAMPED LOVELADIES NO 5 1932.
 JU0169'
 JU0169'THE AZIMUTH MARK IS 11 FEET NORTHEAST OF THE CENTERLINE OF THE
 JU0169'PRIVATE DRIVE, 51 FEET SOUTH OF THE SOUTHEAST CORNER OF A BLUE
 JU0169'SIDED HOUSE, 7.5 FEET SOUTHWEST OF A WITNESS POST, 8.5 FEET SOUTH
 JU0169'OF A WOODEN FENCE CORNER AND 3 FEET EAST OF A POWER POLE.  THE
 JU0169'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED LOVELADIES
 JU0169'1932.
 JU0169'
 JU0169'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JU0169
 JU0169                          STATION RECOVERY (1964)
 JU0169
 JU0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 JU0169'THE STATION, REFERENCE MARK NO. 5 AND THE AZIMUTH MARK WERE ALL
 JU0169'RECOVERED AND IN GOOD CONDITION.  LOVELADIES STATION 1932 WAS ALSO
 JU0169'RECOVERED IN GOOD CONDITION.  THE 1962 DESCRIPTION IS ADEQUATE.
 JU0169
 JU0169                          STATION RECOVERY (1964)
 JU0169
 JU0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0169'AT LOVELADIES.
 JU0169'ON LONG BEACH ISLAND, AT LOVELADIES, ABOUT 1.85 MILES NORTHEAST
 JU0169'ALONG LONG BEACH BOULEVARD AND CENTRAL AVENUE FROM THE HARVEY CEDARS
 JU0169'POST OFFICE, ON PROPERTY OF LOVELADIES GIFT SHOP, 179.0 FEET
 JU0169'SOUTHEAST OF THE CENTER LINE OF THE BOULEVARD, 65.8 FEET NORTHEAST
 JU0169'OF THE NORTH CORNER OF THE NORTHEASTERN MOST ROOM OF THE GIFT
 JU0169'SHOP, 38.5 FEET EAST-NORTHEAST OF THE EAST CORNER OF A SMALL
 JU0169'FRAME BUILDING WITH A SIGN READING COUNTRY STORE, 80.8 FEET
 JU0169'EAST-SOUTHEAST OF LOVELADIES R.M. 5 DESCRIBED, 63.6 FEET NORTHEAST
 JU0169'OF THE STATION DESCRIBED, 4.5 FEET WEST OF A METAL WITNESS POST,
 JU0169'ABOUT LEVEL WITH THE BOULEVARD AND SET IN THE TOP OF A CONCRETE
 JU0169'POST THAT IS ABOUT 2 INCHES UNDERGROUND.
 JU0169
 JU0169                          STATION RECOVERY (1984)
 JU0169
 JU0169'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 JU0169'STATION FOUND GOOD.
 JU0169'
 JU0169'STATION AND RM 5 RECOVERED.  AZIMUTH MARK NOT FOUND.
 JU0169'
 JU0169'THIS STATION APPEARS TO BE A DUPLICATION OF QSN 1143, PAGE 2,
 JU0169'LOVELADIES.
 JU0169
 JU0169                          STATION RECOVERY (1984)
 JU0169
 JU0169'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0169'NOTE-MARK ABOUT 8 INCHES BELOW GROUND COVERED BY SHORT LENGTH OF 4 X
 JU0169'4.
 JU0169
 JU0169                          STATION RECOVERY (1987)
 JU0169
 JU0169'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0169'MARK NOT FOUND.
 JU0169
 JU0169                          STATION RECOVERY (2001)
 JU0169
 JU0169'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0169'THE STATION WAS NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0170 ***********************************************************************
 JU0170  DESIGNATION -  LOVELADIES RM 5
 JU0170  PID         -  JU0170
 JU0170  STATE/COUNTY-  NJ/OCEAN
 JU0170  USGS QUAD   -  LONG BEACH NE (1977)
 JU0170
 JU0170                         *CURRENT SURVEY CONTROL
 JU0170  ___________________________________________________________________
 JU0170* NAD 83(1986)-  39 43 49.     (N)    074 07 19.     (W)     SCALED    
 JU0170* NAVD 88     -         1.300  (meters)       4.27   (feet)  ADJUSTED  
 JU0170  ___________________________________________________________________
 JU0170  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JU0170  DYNAMIC HT  -           1.300 (meters)       4.27  (feet)  COMP
 JU0170  MODELED GRAV-     980,159.7   (mgal)                       NAVD 88
 JU0170
 JU0170  VERT ORDER  -  FIRST     CLASS II
 JU0170
 JU0170.The horizontal coordinates were scaled from a topographic map and have
 JU0170.an estimated accuracy of +/- 6 seconds.
 JU0170
 JU0170.The orthometric height was determined by differential leveling
 JU0170.and adjusted by the National Geodetic Survey in March 2005..
 JU0170.No vertical observational check was made to the station.
 JU0170
 JU0170.The geoid height was determined by GEOID03.
 JU0170
 JU0170.The dynamic height is computed by dividing the NAVD 88
 JU0170.geopotential number by the normal gravity value computed on the
 JU0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0170.degrees latitude (g = 980.6199 gals.).
 JU0170
 JU0170.The modeled gravity was interpolated from observed gravity values.
 JU0170
 JU0170;                    North         East    Units  Estimated Accuracy
 JU0170;SPC NJ       -    99,640.      182,410.      MT  (+/- 180 meters Scaled)
 JU0170
 JU0170                          SUPERSEDED SURVEY CONTROL
 JU0170
 JU0170  NAVD 88 (06/15/91)    1.350  (m)            4.43   (f) UNKNOWN     1 1
 JU0170  NGVD 29 (??/??/??)    1.734  (m)            5.69   (f) ADJUSTED    1 1
 JU0170
 JU0170.Superseded values are not recommended for survey control.
 JU0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0170.See file dsdata.txt to determine how the superseded data were derived.
 JU0170
 JU0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ752981(NAD 83)
 JU0170_MARKER: DR = REFERENCE MARK DISK
 JU0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0170_SP_SET: CONCRETE POST
 JU0170_STAMPING: LOVELADIES NO 5 1962
 JU0170_MARK LOGO: CGS   
 JU0170_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0170+STABILITY: SURFACE MOTION
 JU0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0170+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 JU0170
 JU0170  HISTORY     - Date     Condition        Report By
 JU0170  HISTORY     - 1962     MONUMENTED       CGS
 JU0170  HISTORY     - 1964     GOOD             CGS
 JU0170  HISTORY     - 1982     GOOD             LOCSUR
 JU0170  HISTORY     - 1984     GOOD             USPSQD
 JU0170  HISTORY     - 1987     GOOD             USPSQD
 JU0170  HISTORY     - 19900810 GOOD             NJGS
 JU0170  HISTORY     - 20010606 GOOD             NJGS
 JU0170
 JU0170                          STATION DESCRIPTION
 JU0170
 JU0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0170'AT LOVELADIES.
 JU0170'ON LONG BEACH ISLAND, AT LOVELADIES, ABOUT 1.85 MILES NORTHEAST
 JU0170'ALONG LONG BEACH BOULEVARD AND CENTRAL AVENUE FROM THE HARVEY
 JU0170'CEDARS POST OFFICE, ON PROPERTY OF LOVELADIES GIFT SHOP, 89.0 FEET
 JU0170'SOUTHEAST OF THE CENTERLINE OF THE BOULEVARD, 60.0 FEET
 JU0170'SOUTHEAST OF POWER POLE 8293, 72.0 FEET NORTH-NORTHEAST OF THE
 JU0170'NORTH CORNER OF THE BRICKS STEPS ON THE NORTHWEST SIDE OF THE
 JU0170'MAIN BUILDING OF THE GIFT SHOP, 58.0 FEET NORTHWEST OF THE NORTH
 JU0170'CORNER OF A SMALL BUILDING, 83.9 FEET NORTH OF LOVELADIES DESCRIBED,
 JU0170'1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JU0170'BOULEVARD AND SET IN THE TOP OF A CONCRETE POST THAT IS ABOUT 2
 JU0170'INCHES UNDERGROUND.
 JU0170
 JU0170                          STATION RECOVERY (1982)
 JU0170
 JU0170'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 JU0170'RECOVERED IN GOOD CONDITION.
 JU0170
 JU0170                          STATION RECOVERY (1984)
 JU0170
 JU0170'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0170'WITNESS POST PRETTY WELL RUINED. MARK ABOUT 4' UNDERGROUND WITH A
 JU0170'PIECE OF 4 X 4 ON TOP OF IT.
 JU0170
 JU0170                          STATION RECOVERY (1987)
 JU0170
 JU0170'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0170'RECOVERED IN GOOD CONDITION.
 JU0170
 JU0170                          STATION RECOVERY (1990)
 JU0170
 JU0170'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0170'THE STATION WAS RECOVERED AT THIS TIME.  THE COAST GUARD STATION
 JU0170'MENTIONED IN THE ORIGINAL DESCRIPTION FOR LOVELADIES HAS BEEN MOVED.
 JU0170'A PRIVATE DWELLING, NO. 119D NOW OCCUPIES THE LOT.  THE STATION IS
 JU0170'ALSO OPPOSITE LBI FOUNDATION OF ARTS AND SCIENCES.TO REACH THE
 JU0170'STATION FROM THE JUNCTION OF NJ ROUTE 72 AND LONG BEACH BOULEVARD ON
 JU0170'LONG BEACH ISLAND, GO NORTHEAST ON LONG BEACH BOULEVARD FOR 6.1 MI
 JU0170'(9.8 KM) TO THE STATION ON THE RIGHT.  THE STATION IS 6.1 M
 JU0170'(20.0 FT) NORTH OF THE DRIVEWAY FOR HOUSE NO. 119D, 12.0 M (39.4 FT)
 JU0170'SOUTHEAST OF POLE P8293, 15.7 M (51.5 FT) NORTHEAST OF A BSA UTILITIES
 JU0170'MANHOLE, 18.3 M (60.0 FT) SOUTHEAST OF THE CENTERLINE OF LONG BEACH
 JU0170'BOULEVARD AND 0.3 M (1.0 FT) SOUTHWEST OF A METAL WITNESS POST.
 JU0170
 JU0170                          STATION RECOVERY (2001)
 JU0170
 JU0170'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0170'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  A BLACK PLASTIC
 JU0170'PIPE WITH SCREW CAP SET FLUSH WITH THE GROUND HAS BEEN POSITIONED OVER
 JU0170'THE STATION, AS IT IS ABOUT 0.5 M (1.6 FT) BELOW THE GROUND. THE
 JU0170'STATION IS ABOUT 2.5 M (8.2 FT) WEST FROM A CORPS OF ENGINEERS ORANGE
 JU0170'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3926 ***********************************************************************
 KV3926  DESIGNATION -  LOW 1913
 KV3926  PID         -  KV3926
 KV3926  STATE/COUNTY-  NJ/PASSAIC
 KV3926  USGS QUAD   -  WEEHAWKEN (1995)
 KV3926
 KV3926                         *CURRENT SURVEY CONTROL
 KV3926  ___________________________________________________________________
 KV3926* NAD 83(1996)-  40 52 19.92207(N)    074 06 55.14722(W)     ADJUSTED  
 KV3926* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV3926  ___________________________________________________________________
 KV3926  LAPLACE CORR-           6.43  (seconds)                    DEFLEC99
 KV3926  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KV3926
 KV3926  HORZ ORDER  -  THIRD
 KV3926
 KV3926.The horizontal coordinates were established by classical geodetic methods
 KV3926.and adjusted by the National Geodetic Survey in September 1999..
 KV3926
 KV3926.The orthometric height was scaled from a topographic map.
 KV3926
 KV3926.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3926
 KV3926.The geoid height was determined by GEOID03.
 KV3926
 KV3926;                    North         East     Units Scale Factor Converg.
 KV3926;SPC NJ       -   226,427.744   182,424.462   MT  0.99991294   +0 15 06.2
 KV3926;SPC NJ       -   742,871.69    598,504.26   sFT  0.99991294   +0 15 06.2
 KV3926;SPC NY L     -    78,353.541   290,278.978   MT  0.99999497   -0 04 31.5
 KV3926;SPC NY L     -   257,064.91    952,356.95   sFT  0.99999497   -0 04 31.5
 KV3926;UTM  18      - 4,524,946.896   574,547.013   MT  0.99966840   +0 34 44.2
 KV3926
 KV3926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3926!SPC NJ       -   1.00000492  x   0.99991294  =   0.99991786
 KV3926!SPC NY L     -   1.00000492  x   0.99999497  =   0.99999989
 KV3926!UTM  18      -   1.00000492  x   0.99966840  =   0.99967332
 KV3926
 KV3926|---------------------------------------------------------------------|
 KV3926| PID    Reference Object                     Distance      Geod. Az  |
 KV3926|                                                           dddmmss.s |
 KV3926| KV3924 CINDERS                             180.185 METERS 02806     |
 KV3926| KV3915 BAR                                 449.541 METERS 1474705.3 |
 KV3926| KV3955 ROOM                                406.361 METERS 1670412.1 |
 KV3926|---------------------------------------------------------------------|
 KV3926
 KV3926                          SUPERSEDED SURVEY CONTROL
 KV3926
 KV3926  NAD 83(1996)-  40 52 19.92192(N)    074 06 55.14760(W) AD(       ) 3
 KV3926  NAD 83(1996)-  40 52 19.92052(N)    074 06 55.15379(W) AD(       ) 3
 KV3926  NAD 83(1992)-  40 52 19.92042(N)    074 06 55.15396(W) AD(       ) 3
 KV3926  NAD 83(1986)-  40 52 19.92659(N)    074 06 55.16075(W) AD(       ) 3
 KV3926  NAD 27      -  40 52 19.56100(N)    074 06 56.63400(W) AD(       ) 3
 KV3926
 KV3926.Superseded values are not recommended for survey control.
 KV3926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3926.See file dsdata.txt to determine how the superseded data were derived.
 KV3926
 KV3926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7454724947(NAD 83)
 KV3926_MARKER: N = NAIL
 KV3926_SETTING: 0 = UNSPECIFIED SETTING
 KV3926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3926
 KV3926  HISTORY     - Date     Condition        Report By
 KV3926  HISTORY     - 1913     MONUMENTED       CGS
 KV3926  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV3926
 KV3926                          STATION DESCRIPTION
 KV3926
 KV3926'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV3926'STATION IS ON THE W SIDE OF PASSAIC RIVER, ON THE ROOF OF THE
 KV3926'MC LEAN KNITTING MILLS OF PASSAIC, AND ABOUT 40 METERS BELOW THE
 KV3926'BRIDGE OF THE NEW YORK, SUSQUEHANNA AND WESTERN BRANCH
 KV3926'RAILROAD.  THE STATION IS 47.45 FEET FROM THE NW CORNER OF THE
 KV3926'ROOF AND 4.25 FEET FROM THE NE CORNER.
 KV3926'
 KV3926'STATION IS MARKED BY A BORED HOLE IN THE HEAD OF A COPPER NAIL
 KV3926'DRIVEN IN THE ROOF.
 KV3926
 KV3926                          STATION RECOVERY (1933)
 KV3926
 KV3926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3926'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2812 ***********************************************************************
 JU2812  DESIGNATION -  LOW WATER THOROFARE LIGHT 1
 JU2812  PID         -  JU2812
 JU2812  STATE/COUNTY-  NJ/ATLANTIC
 JU2812  USGS QUAD   -  OCEANVILLE (1989)
 JU2812
 JU2812                         *CURRENT SURVEY CONTROL
 JU2812  ___________________________________________________________________
 JU2812* NAD 83(1996)-  39 24 08.95381(N)    074 25 20.57363(W)     ADJUSTED  
 JU2812* NAVD 88     -                                                        
 JU2812  ___________________________________________________________________
 JU2812  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 JU2812  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JU2812
 JU2812  HORZ ORDER  -  THIRD
 JU2812
 JU2812.The horizontal coordinates were established by classical geodetic methods
 JU2812.and adjusted by the National Geodetic Survey in September 1999..
 JU2812
 JU2812
 JU2812.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2812
 JU2812.The geoid height was determined by GEOID03.
 JU2812
 JU2812;                    North         East     Units Scale Factor Converg.
 JU2812;SPC NJ       -    63,182.725   156,684.878   MT  0.99990055   +0 02 57.4
 JU2812;SPC NJ       -   207,291.99    514,056.97   sFT  0.99990055   +0 02 57.4
 JU2812;UTM  18      - 4,361,601.693   549,732.553   MT  0.99963045   +0 21 60.0
 JU2812
 JU2812                          SUPERSEDED SURVEY CONTROL
 JU2812
 JU2812  NAD 83(1986)-  39 24 08.94497(N)    074 25 20.56140(W) AD(       ) 4
 JU2812  NAD 27      -  39 24 08.53000(N)    074 25 22.01000(W) AD(       ) 3
 JU2812
 JU2812.Superseded values are not recommended for survey control.
 JU2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2812.See file dsdata.txt to determine how the superseded data were derived.
 JU2812
 JU2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4973361602(NAD 83)
 JU2812_MARKER: 14 = NAVIGATION LIGHT
 JU2812
 JU2812  HISTORY     - Date     Condition        Report By
 JU2812  HISTORY     - 1950     FIRST OBSERVED   CGS
 JU2812
 JU2812                          STATION DESCRIPTION
 JU2812
 JU2812'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2805 ***********************************************************************
 KU2805  DESIGNATION -  LOWER
 KU2805  PID         -  KU2805
 KU2805  STATE/COUNTY-  NJ/MONMOUTH
 KU2805  USGS QUAD   -  SANDY HOOK (1981)
 KU2805
 KU2805                         *CURRENT SURVEY CONTROL
 KU2805  ___________________________________________________________________
 KU2805* NAD 83(1996)-  40 23 05.22267(N)    073 58 56.55715(W)     ADJUSTED  
 KU2805* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 KU2805  ___________________________________________________________________
 KU2805  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 KU2805  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KU2805
 KU2805  HORZ ORDER  -  THIRD
 KU2805
 KU2805.The horizontal coordinates were established by classical geodetic methods
 KU2805.and adjusted by the National Geodetic Survey in September 1999..
 KU2805
 KU2805.The orthometric height was scaled from a topographic map.
 KU2805
 KU2805.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2805
 KU2805.The geoid height was determined by GEOID03.
 KU2805
 KU2805;                    North         East     Units Scale Factor Converg.
 KU2805;SPC NJ       -   172,364.544   193,948.424   MT  0.99992377   +0 20 07.4
 KU2805;SPC NJ       -   565,499.34    636,312.45   sFT  0.99992377   +0 20 07.4
 KU2805;UTM  18      - 4,470,962.924   586,375.203   MT  0.99969184   +0 39 33.8
 KU2805
 KU2805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2805!SPC NJ       -   1.00000328  x   0.99992377  =   0.99992705
 KU2805!UTM  18      -   1.00000328  x   0.99969184  =   0.99969512
 KU2805
 KU2805|---------------------------------------------------------------------|
 KU2805| PID    Reference Object                     Distance      Geod. Az  |
 KU2805|                                                           dddmmss.s |
 KU2805| CB6252 LOWER RM 1                           16.330 METERS 03430     |
 KU2805| KU2807 MC NICHOL 1934                      APPROX. 0.8 KM 1382942.8 |
 KU2805| CB6253 LOWER RM 2                            5.157 METERS 30056     |
 KU2805|---------------------------------------------------------------------|
 KU2805
 KU2805                          SUPERSEDED SURVEY CONTROL
 KU2805
 KU2805  NAD 83(1986)-  40 23 05.22353(N)    073 58 56.55600(W) AD(       ) 3
 KU2805  NAD 27      -  40 23 04.83200(N)    073 58 58.06600(W) AD(       ) 3
 KU2805
 KU2805.Superseded values are not recommended for survey control.
 KU2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2805.See file dsdata.txt to determine how the superseded data were derived.
 KU2805
 KU2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8637570963(NAD 83)
 KU2805_MARKER: DS = TRIANGULATION STATION DISK
 KU2805_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KU2805_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU2805
 KU2805  HISTORY     - Date     Condition        Report By
 KU2805  HISTORY     - 1934     MONUMENTED       CGS
 KU2805  HISTORY     - 19950717 MARK NOT FOUND   USPSQD
 KU2805
 KU2805                          STATION DESCRIPTION
 KU2805
 KU2805'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KU2805'LOCATED ON THE EXTREMITY OF LOWER ROCKY POINT (THE POINT AT THE N
 KU2805'SIDE OF THE EASTERN END OF THE NAVESINK (NORTH BRANCH) RIVER)
 KU2805'ON THE PROPERTY OF A MR. JULIUS TRASK, AND AT THE FOOT OF A
 KU2805'STEEP TERRACE IN FRONT OF THE HOUSE OCCUPIED BY JULIUS TRASK
 KU2805'JR.  LOCATED 7 METERS FROM THE HIGH WATER LINE, 6 METERS FROM
 KU2805'THE SEA WALL AT THE FOOT OF THE TERRACE, AND 8 METERS FROM THE
 KU2805'BANK ON THE W SIDE OF THE POINT.
 KU2805'
 KU2805'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 KU2805'REFERENCE MARKS NO.1 AND 2 ARE STANDARD
 KU2805'BRONZE DISKS SET IN CONCRETE.
 KU2805'
 KU2805'REFERENCE MARK NO.1 IS NW OF THE STATION AT THE FOOT OF THE
 KU2805'SEA WALL.
 KU2805'
 KU2805'REFERENCE MARK NO.2 IS A STANDARD DISK REFERENCE MARK
 KU2805'WEDGED AND CEMENTED IN A DRILLED HOLE IN TOP OF THE STONE AND
 KU2805'CONCRETE SEAWALL NE OF THE STATION.
 KU2805'
 KU2805'REACHED FROM HIGHLANDS AS FOLLOWS--TURN S ON PORTLAND STREET
 KU2805'(DIRT ROAD AT N END OF HIGHWAY BRIDGE) FOLLOW 0.6 MILE, ON
 KU2805'SHARP CURVE RIGHT DOWN A STEEP GRADE AND FOLLOW THROUGH THE
 KU2805'JULIUS TRASK SR. PROPERTY TO THE RIVER BANK AND THE JULIUS TRASK
 KU2805'JR. HOME.
 KU2805
 KU2805                          STATION RECOVERY (1995)
 KU2805
 KU2805'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU2805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU2842 ***********************************************************************
 HU2842  DESIGNATION -  LOWER 1
 HU2842  PID         -  HU2842
 HU2842  STATE/COUNTY-  NJ/CAPE MAY
 HU2842  USGS QUAD   -  CAPE MAY (1972)
 HU2842
 HU2842                         *CURRENT SURVEY CONTROL
 HU2842  ___________________________________________________________________
 HU2842* NAD 83(1996)-  38 57 57.06519(N)    074 54 01.82475(W)     ADJUSTED  
 HU2842* NAVD 88     -         2.9    (meters)      10.     (feet)  GPS OBS   
 HU2842  ___________________________________________________________________
 HU2842  X           -   1,293,541.404 (meters)                     COMP
 HU2842  Y           -  -4,794,246.204 (meters)                     COMP
 HU2842  Z           -   3,989,349.639 (meters)                     COMP
 HU2842  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 HU2842  ELLIP HEIGHT-         -32.61  (meters)          (10/23/02) GPS OBS
 HU2842  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 HU2842
 HU2842  HORZ ORDER  -  FIRST
 HU2842  ELLP ORDER  -  FOURTH    CLASS I
 HU2842
 HU2842.The horizontal coordinates were established by GPS observations
 HU2842.and adjusted by the National Geodetic Survey in May 1999..
 HU2842
 HU2842.The orthometric height was determined by GPS observations and a
 HU2842.high-resolution geoid model.
 HU2842
 HU2842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2842
 HU2842.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2842
 HU2842.The ellipsoidal height was determined by GPS observations
 HU2842.and is referenced to NAD 83.
 HU2842
 HU2842.The geoid height was determined by GEOID03.
 HU2842
 HU2842;                    North         East     Units Scale Factor Converg.
 HU2842;SPC NJ       -    14,786.122   115,292.270   MT  0.99991483   -0 15 06.7
 HU2842;SPC NJ       -    48,510.80    378,254.72   sFT  0.99991483   -0 15 06.7
 HU2842;UTM  18      - 4,312,991.798   508,619.425   MT  0.99960091   +0 03 45.2
 HU2842
 HU2842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2842!SPC NJ       -   1.00000512  x   0.99991483  =   0.99991995
 HU2842!UTM  18      -   1.00000512  x   0.99960091  =   0.99960602
 HU2842
 HU2842:                Primary Azimuth Mark                     Grid Az
 HU2842:SPC NJ       -  LOWER 2                                  030 29 23.7
 HU2842:UTM  18      -  LOWER 2                                  030 10 31.8
 HU2842
 HU2842|---------------------------------------------------------------------|
 HU2842| PID    Reference Object                     Distance      Geod. Az  |
 HU2842|                                                           dddmmss.s |
 HU2842| HU2843 LOWER 2                             APPROX. 0.8 KM 0301417.0 |
 HU2842|---------------------------------------------------------------------|
 HU2842
 HU2842                          SUPERSEDED SURVEY CONTROL
 HU2842
 HU2842  ELLIP H (05/14/99)  -32.62   (m)                       GP(       ) 4 1
 HU2842  NAD 83(1991)-  38 57 57.06460(N)    074 54 01.82421(W) AD(       ) 1
 HU2842  ELLIP H (04/25/94)  -32.68   (m)                       GP(       ) 3 1
 HU2842
 HU2842.Superseded values are not recommended for survey control.
 HU2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2842.See file dsdata.txt to determine how the superseded data were derived.
 HU2842
 HU2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0861912992(NAD 83)
 HU2842_MARKER: DD = SURVEY DISK
 HU2842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2842_SP_SET: CONCRETE POST
 HU2842_STAMPING: LOWER 1 1991
 HU2842_MARK LOGO: NJHA  
 HU2842_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2842+STABILITY: SURFACE MOTION
 HU2842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2842+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2003
 HU2842
 HU2842  HISTORY     - Date     Condition        Report By
 HU2842  HISTORY     - 1991     MONUMENTED       NJHA
 HU2842  HISTORY     - 19930624 GOOD
 HU2842  HISTORY     - 20010611 GOOD             NJGS
 HU2842  HISTORY     - 20030424 GOOD             NJGS
 HU2842
 HU2842                          STATION DESCRIPTION
 HU2842
 HU2842'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 HU2842'THE STATION IS LOCATED IN LOWER TOWNSHIP ON THE WEST SIDE OF THE
 HU2842'GARDEN STATE PARKWAY SOUTHBOUND LANES AT ABOUT MILEPOINT 0.40, 0.1 MI
 HU2842'(0.2 KM) SOUTH OF A CULVERT OR BRIDGE OVER MILL CREEK.  THE STATION
 HU2842'FLUSH WITH THE GROUND, IS 64.8 FT (19.8 M) NORTHWEST FROM, AND NORMAL
 HU2842'TO, THE SOLID WHITE LINE AT THE WEST EDGE OF THE SOUTHBOUND LANES,
 HU2842'55.7 FT (17.0 M) NORTHWEST FROM A LARGE CONCRETE NAIL IN THE
 HU2842'SOUTHBOUND SHOULDER PAVEMENT, ABOUT 1.0 FT (0.3 M) FROM THE EDGE AND
 HU2842'47.3 FT (14.4 M) NORTHWEST FROM A WOOD POST COMBINATION MILE MARKER
 HU2842'0.4 AND SPEED LIMIT 40 MPH SIGN.
 HU2842
 HU2842                          STATION RECOVERY (1993)
 HU2842
 HU2842'RECOVERED 1993
 HU2842'RECOVERED IN GOOD CONDITION.
 HU2842
 HU2842                          STATION RECOVERY (2001)
 HU2842
 HU2842'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 HU2842'RECOVERED IN GOOD CONDITION.
 HU2842
 HU2842                          STATION RECOVERY (2003)
 HU2842
 HU2842'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 HU2842'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION,
 HU2842'16.0M WEST NORTHWEST OF MILEPOST 0.9, ABOUT 12M EAST SOUTHEAST OF THE
 HU2842'WOODLINE, THE WOOD POST MILE MARKER/SPEED LIMIT SIGN IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU2843 ***********************************************************************
 HU2843  DESIGNATION -  LOWER 2
 HU2843  PID         -  HU2843
 HU2843  STATE/COUNTY-  NJ/CAPE MAY
 HU2843  USGS QUAD   -  CAPE MAY (1972)
 HU2843
 HU2843                         *CURRENT SURVEY CONTROL
 HU2843  ___________________________________________________________________
 HU2843* NAD 83(1996)-  38 58 19.13995(N)    074 53 45.34089(W)     ADJUSTED  
 HU2843* NAVD 88     -         3.5    (meters)      11.     (feet)  GPS OBS   
 HU2843  ___________________________________________________________________
 HU2843  X           -   1,293,813.117 (meters)                     COMP
 HU2843  Y           -  -4,793,729.991 (meters)                     COMP
 HU2843  Z           -   3,989,879.310 (meters)                     COMP
 HU2843  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 HU2843  ELLIP HEIGHT-         -31.95  (meters)          (10/23/02) GPS OBS
 HU2843  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 HU2843
 HU2843  HORZ ORDER  -  FIRST
 HU2843  ELLP ORDER  -  FOURTH    CLASS I
 HU2843
 HU2843.The horizontal coordinates were established by GPS observations
 HU2843.and adjusted by the National Geodetic Survey in May 1999..
 HU2843
 HU2843.The orthometric height was determined by GPS observations and a
 HU2843.high-resolution geoid model.
 HU2843
 HU2843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2843
 HU2843.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2843
 HU2843.The ellipsoidal height was determined by GPS observations
 HU2843.and is referenced to NAD 83.
 HU2843
 HU2843.The geoid height was determined by GEOID03.
 HU2843
 HU2843;                    North         East     Units Scale Factor Converg.
 HU2843;SPC NJ       -    15,465.052   115,692.031   MT  0.99991449   -0 14 56.5
 HU2843;SPC NJ       -    50,738.26    379,566.27   sFT  0.99991449   -0 14 56.5
 HU2843;UTM  18      - 4,313,672.699   509,015.329   MT  0.99960100   +0 03 55.6
 HU2843
 HU2843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2843!SPC NJ       -   1.00000501  x   0.99991449  =   0.99991950
 HU2843!UTM  18      -   1.00000501  x   0.99960100  =   0.99960601
 HU2843
 HU2843:                Primary Azimuth Mark                     Grid Az
 HU2843:SPC NJ       -  LOWER 1                                  210 29 23.9
 HU2843:UTM  18      -  LOWER 1                                  210 10 31.8
 HU2843
 HU2843|---------------------------------------------------------------------|
 HU2843| PID    Reference Object                     Distance      Geod. Az  |
 HU2843|                                                           dddmmss.s |
 HU2843| HU2842 LOWER 1                             APPROX. 0.8 KM 2101427.4 |
 HU2843|---------------------------------------------------------------------|
 HU2843
 HU2843                          SUPERSEDED SURVEY CONTROL
 HU2843
 HU2843  ELLIP H (05/14/99)  -31.96   (m)                       GP(       ) 4 1
 HU2843  NAD 83(1991)-  38 58 19.13935(N)    074 53 45.34037(W) AD(       ) 1
 HU2843  ELLIP H (04/25/94)  -32.02   (m)                       GP(       ) 3 1
 HU2843
 HU2843.Superseded values are not recommended for survey control.
 HU2843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2843.See file dsdata.txt to determine how the superseded data were derived.
 HU2843
 HU2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0901513673(NAD 83)
 HU2843_MARKER: DD = SURVEY DISK
 HU2843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2843_SP_SET: CONCRETE POST
 HU2843_STAMPING: LOWER 2 1991
 HU2843_MARK LOGO: NJHA  
 HU2843_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2843+STABILITY: SURFACE MOTION
 HU2843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2843+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2003
 HU2843
 HU2843  HISTORY     - Date     Condition        Report By
 HU2843  HISTORY     - 1991     MONUMENTED       NJHA
 HU2843  HISTORY     - 19930624 GOOD
 HU2843  HISTORY     - 20010611 GOOD             NJGS
 HU2843  HISTORY     - 20030424 GOOD             NJGS
 HU2843
 HU2843                          STATION DESCRIPTION
 HU2843
 HU2843'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 HU2843'THE STATION IS LOCATED IN LOWER TOWNSHIP ON THE EAST SIDE OF THE
 HU2843'GARDEN STATE PARKWAY SOUTHBOUND LANES, AT ABOUT MILEPOINT 0.89.  THE
 HU2843'STATION, FLUSH WITH THE GROUND, IS 32.4 FT (9.9 M) SOUTHEAST FROM THE
 HU2843'SOLID YELLOW LINE AT THE EAST EDGE OF THE SOUTHBOUND LANES, 27.9 FT
 HU2843'(8.5 M) SOUTHEAST FROM A LARGE CONCRETE NAIL IN THE SHOULDER PAVEMENT
 HU2843'AT THE EAST SIDE OF THE SOUTHBOUND LANES AND 6.8 FT (2.1 M) NORTWEST
 HU2843'FROM A METAL DELINEATOR POST, PAINTED RED, AT THE EDGE OF BRUSH LINE.
 HU2843'THE STATION IS ALSO ABOUT 275 FT (83.8 M) SOUTH FROM A DITCH OR SWALE
 HU2843'THAT CROSSES THE MEDIAN FROM SOUTHBOUND TO NORTHBOUND ROADWAYS.
 HU2843
 HU2843                          STATION RECOVERY (1993)
 HU2843
 HU2843'RECOVERED 1993
 HU2843'RECOVERED IN GOOD CONDITION.
 HU2843
 HU2843                          STATION RECOVERY (2001)
 HU2843
 HU2843'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 HU2843'RECOVERED IN GOOD CONDITION.
 HU2843
 HU2843                          STATION RECOVERY (2003)
 HU2843
 HU2843'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 HU2843'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION,
 HU2843'18.0M SOUTH AND NORMAL TO 0.9 MILEPOST SIGN ON THE WEST SIDE OF THE
 HU2843'ROADWAY, 2.1M NORTHWEST OF A NJGS SIGN/WITNESS POST AT THE BRUSHLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4442 ***********************************************************************
 JU4442  DESIGNATION -  LOWER 3
 JU4442  PID         -  JU4442
 JU4442  STATE/COUNTY-  NJ/CAPE MAY
 JU4442  USGS QUAD   -  RIO GRANDE (1994)
 JU4442
 JU4442                         *CURRENT SURVEY CONTROL
 JU4442  ___________________________________________________________________
 JU4442* NAD 83(1996)-  39 00 07.79514(N)    074 52 31.91187(W)     ADJUSTED  
 JU4442* NAVD 88     -         2.7    (meters)       9.     (feet)  GPS OBS   
 JU4442  ___________________________________________________________________
 JU4442  X           -   1,294,969.402 (meters)                     COMP
 JU4442  Y           -  -4,791,233.529 (meters)                     COMP
 JU4442  Z           -   3,992,483.266 (meters)                     COMP
 JU4442  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 JU4442  ELLIP HEIGHT-         -32.68  (meters)          (10/23/02) GPS OBS
 JU4442  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 JU4442
 JU4442  HORZ ORDER  -  FIRST
 JU4442  ELLP ORDER  -  FOURTH    CLASS I
 JU4442
 JU4442.The horizontal coordinates were established by GPS observations
 JU4442.and adjusted by the National Geodetic Survey in May 1999..
 JU4442
 JU4442.The orthometric height was determined by GPS observations and a
 JU4442.high-resolution geoid model.
 JU4442
 JU4442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4442
 JU4442.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4442
 JU4442.The ellipsoidal height was determined by GPS observations
 JU4442.and is referenced to NAD 83.
 JU4442
 JU4442.The geoid height was determined by GEOID03.
 JU4442
 JU4442;                    North         East     Units Scale Factor Converg.
 JU4442;SPC NJ       -    18,807.910   117,473.289   MT  0.99991302   -0 14 10.8
 JU4442;SPC NJ       -    61,705.62    385,410.28   sFT  0.99991302   -0 14 10.8
 JU4442;UTM  18      - 4,317,024.238   510,777.656   MT  0.99960143   +0 04 42.0
 JU4442
 JU4442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4442!SPC NJ       -   1.00000513  x   0.99991302  =   0.99991815
 JU4442!UTM  18      -   1.00000513  x   0.99960143  =   0.99960656
 JU4442
 JU4442:                Primary Azimuth Mark                     Grid Az
 JU4442:SPC NJ       -  LOWER 4                                  075 06 34.0
 JU4442:UTM  18      -  LOWER 4                                  074 47 41.2
 JU4442
 JU4442|---------------------------------------------------------------------|
 JU4442| PID    Reference Object                     Distance      Geod. Az  |
 JU4442|                                                           dddmmss.s |
 JU4442| JU4443 LOWER 4                             461.790 METERS 0745223.2 |
 JU4442|---------------------------------------------------------------------|
 JU4442
 JU4442                          SUPERSEDED SURVEY CONTROL
 JU4442
 JU4442  ELLIP H (05/14/99)  -32.69   (m)                       GP(       ) 4 1
 JU4442  NAD 83(1992)-  39 00 07.79457(N)    074 52 31.91132(W) AD(       ) 1
 JU4442  ELLIP H (04/25/94)  -32.76   (m)                       GP(       ) 3 1
 JU4442
 JU4442.Superseded values are not recommended for survey control.
 JU4442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4442.See file dsdata.txt to determine how the superseded data were derived.
 JU4442
 JU4442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1077817024(NAD 83)
 JU4442_MARKER: DD = SURVEY DISK
 JU4442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4442_SP_SET: CONCRETE POST
 JU4442_STAMPING: LOWER 3 1991
 JU4442_MARK LOGO: NJHA  
 JU4442_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4442+STABILITY: SURFACE MOTION
 JU4442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4442+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2003
 JU4442
 JU4442  HISTORY     - Date     Condition        Report By
 JU4442  HISTORY     - 1991     MONUMENTED       NJHA
 JU4442  HISTORY     - 19930624 GOOD
 JU4442  HISTORY     - 20010611 GOOD             NJGS
 JU4442  HISTORY     - 20030424 GOOD             NJGS
 JU4442
 JU4442                          STATION DESCRIPTION
 JU4442
 JU4442'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 JU4442'THE STATION IS LOCATED IN LOWER TOWNSHIP ON THE EAST SIDE OF THE
 JU4442'GARDEN STATE PARKWAY SOUTHBOUND LANES AT ABOUT MILEPOINT 3.24, AND TO
 JU4442'THE WEST OF A LAKE OF ABOUT 30 ACRES LYING BETWEEN THE NORTHBOUND AND
 JU4442'SOUTHBOUND ROADWAYS.  THE STATION, FLUSH WITH THE GROUND, IS 43.7 FT
 JU4442'(13.3 M) EAST SOUTHEAST FROM, AND NORMAL TO, THE SOLID YELLOW LINE AT
 JU4442'THE EAST EDGE OF THE SOUTHBOUND LANES, 39.1 FT (11.9 M) NORTH
 JU4442'NORTHEAST FROM A 0.5 FT (15.2 CM) DIAMETER SINGLE TRUNK HOLLY TREE
 JU4442'AND 107.1 FT (32.6 M) NORTH FROM A 0.8 FT (24.4 CM) DIAMETER SINGLE
 JU4442'TRUNK HOLLY TREE.
 JU4442
 JU4442                          STATION RECOVERY (1993)
 JU4442
 JU4442'RECOVERED 1993
 JU4442'RECOVERED IN GOOD CONDITION.
 JU4442
 JU4442                          STATION RECOVERY (2001)
 JU4442
 JU4442'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 JU4442'RECOVERED IN GOOD CONDITION.
 JU4442
 JU4442                          STATION RECOVERY (2003)
 JU4442
 JU4442'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 JU4442'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION,
 JU4442'54.1M SOUTHWEST OF A 'NO TRESPASSING NJHA' WOODEN SIGN ON THE EAST
 JU4442'SIDE OF THE SOUTHBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4443 ***********************************************************************
 JU4443  DESIGNATION -  LOWER 4
 JU4443  PID         -  JU4443
 JU4443  STATE/COUNTY-  NJ/CAPE MAY
 JU4443  USGS QUAD   -  STONE HARBOR (1972)
 JU4443
 JU4443                         *CURRENT SURVEY CONTROL
 JU4443  ___________________________________________________________________
 JU4443* NAD 83(1996)-  39 00 11.70254(N)    074 52 13.38501(W)     ADJUSTED  
 JU4443* NAVD 88     -         1.0    (meters)       3.     (feet)  GPS OBS   
 JU4443  ___________________________________________________________________
 JU4443  X           -   1,295,379.611 (meters)                     COMP
 JU4443  Y           -  -4,791,042.713 (meters)                     COMP
 JU4443  Z           -   3,992,575.834 (meters)                     COMP
 JU4443  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 JU4443  ELLIP HEIGHT-         -34.38  (meters)          (10/23/02) GPS OBS
 JU4443  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 JU4443
 JU4443  HORZ ORDER  -  FIRST
 JU4443  ELLP ORDER  -  FOURTH    CLASS I
 JU4443
 JU4443.The horizontal coordinates were established by GPS observations
 JU4443.and adjusted by the National Geodetic Survey in May 1999..
 JU4443
 JU4443.The orthometric height was determined by GPS observations and a
 JU4443.high-resolution geoid model.
 JU4443
 JU4443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4443
 JU4443.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4443
 JU4443.The ellipsoidal height was determined by GPS observations
 JU4443.and is referenced to NAD 83.
 JU4443
 JU4443.The geoid height was determined by GEOID03.
 JU4443
 JU4443;                    North         East     Units Scale Factor Converg.
 JU4443;SPC NJ       -    18,926.568   117,919.533   MT  0.99991267   -0 13 59.2
 JU4443;SPC NJ       -    62,094.92    386,874.33   sFT  0.99991267   -0 13 59.2
 JU4443;UTM  18      - 4,317,145.307   511,223.102   MT  0.99960155   +0 04 53.7
 JU4443
 JU4443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4443!SPC NJ       -   1.00000539  x   0.99991267  =   0.99991806
 JU4443!UTM  18      -   1.00000539  x   0.99960155  =   0.99960694
 JU4443
 JU4443:                Primary Azimuth Mark                     Grid Az
 JU4443:SPC NJ       -  LOWER 3                                  255 06 34.1
 JU4443:UTM  18      -  LOWER 3                                  254 47 41.2
 JU4443
 JU4443|---------------------------------------------------------------------|
 JU4443| PID    Reference Object                     Distance      Geod. Az  |
 JU4443|                                                           dddmmss.s |
 JU4443| JU4442 LOWER 3                             461.790 METERS 2545234.9 |
 JU4443|---------------------------------------------------------------------|
 JU4443
 JU4443                          SUPERSEDED SURVEY CONTROL
 JU4443
 JU4443  NAD 83(1992)-  39 00 11.70195(N)    074 52 13.38445(W) AD(       ) 1
 JU4443  ELLIP H (04/25/94)  -34.45   (m)                       GP(       ) 3 1
 JU4443
 JU4443.Superseded values are not recommended for survey control.
 JU4443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4443.See file dsdata.txt to determine how the superseded data were derived.
 JU4443
 JU4443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1122317145(NAD 83)
 JU4443_MARKER: DD = SURVEY DISK
 JU4443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4443_SP_SET: CONCRETE POST
 JU4443_STAMPING: LOWER 4 1991
 JU4443_MARK LOGO: NJHA  
 JU4443_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4443+STABILITY: SURFACE MOTION
 JU4443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4443+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2001
 JU4443
 JU4443  HISTORY     - Date     Condition        Report By
 JU4443  HISTORY     - 1991     MONUMENTED       NJHA
 JU4443  HISTORY     - 19930624 GOOD
 JU4443  HISTORY     - 20010611 GOOD             NJGS
 JU4443
 JU4443                          STATION DESCRIPTION
 JU4443
 JU4443'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 JU4443'THE STATION IS LOCATED IN LOWER TOWNSHIP ON THE WEST SIDE OF THE
 JU4443'GARDEN STATE PARKWAY NORTHBOUND LANES AT ABOUT MILEPOINT 3.47, NEAR A
 JU4443'CULVERT AT THE NORTH END OF A LAKE OF ABOUT 30 ACRES LYING BETWEEN
 JU4443'THE SOUTHBOUND AND NORTHBOUND ROADWAYS.  THE STATION, FLUSH WITH THE
 JU4443'GROUND IN A WIDE GRASS AREA, IS 45.8 FT (14.0 M) WEST NORTHWEST FROM,
 JU4443'AND NORMAL TO, THE SOLID YELLOW LINE AT THE WEST EDGE OF THE
 JU4443'NORTHBOUND LANES, 38.6 FT (11.8 M) WEST NORTHWEST FROM THE BACK OF
 JU4443'GUIDE RAIL AT THE WEST SIDE OF THE NORTHBOUND ROADWAY, AND 109.6 FT
 JU4443'(33.4 M) WEST SOUTHWEST FROM A VEE CUT INTO THE TOP OF A CULVERT
 JU4443'HEADWALL, SOUTH END.
 JU4443
 JU4443                          STATION RECOVERY (1993)
 JU4443
 JU4443'RECOVERED 1993
 JU4443'RECOVERED IN GOOD CONDITION.
 JU4443
 JU4443                          STATION RECOVERY (2001)
 JU4443
 JU4443'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 JU4443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0900 ***********************************************************************
 KV0900  DESIGNATION -  LOWER JAMESBURG
 KV0900  PID         -  KV0900
 KV0900  STATE/COUNTY-  NJ/MIDDLESEX
 KV0900  USGS QUAD   -  JAMESBURG (1981)
 KV0900
 KV0900                         *CURRENT SURVEY CONTROL
 KV0900  ___________________________________________________________________
 KV0900* NAD 83(1986)-  40 20 51.     (N)    074 26 07.     (W)     SCALED    
 KV0900* NAVD 88     -        13.889  (meters)      45.57   (feet)  ADJUSTED  
 KV0900  ___________________________________________________________________
 KV0900  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KV0900  DYNAMIC HT  -          13.884 (meters)      45.55  (feet)  COMP
 KV0900  MODELED GRAV-     980,199.7   (mgal)                       NAVD 88
 KV0900
 KV0900  VERT ORDER  -  FIRST     CLASS II
 KV0900
 KV0900.The horizontal coordinates were scaled from a topographic map and have
 KV0900.an estimated accuracy of +/- 6 seconds.
 KV0900
 KV0900.The orthometric height was determined by differential leveling
 KV0900.and adjusted by the National Geodetic Survey in June 1991..
 KV0900
 KV0900.The geoid height was determined by GEOID03.
 KV0900
 KV0900.The dynamic height is computed by dividing the NAVD 88
 KV0900.geopotential number by the normal gravity value computed on the
 KV0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0900.degrees latitude (g = 980.6199 gals.).
 KV0900
 KV0900.The modeled gravity was interpolated from observed gravity values.
 KV0900
 KV0900;                    North         East    Units  Estimated Accuracy
 KV0900;SPC NJ       -   168,100.      155,500.      MT  (+/- 180 meters Scaled)
 KV0900
 KV0900                          SUPERSEDED SURVEY CONTROL
 KV0900
 KV0900  NGVD 29 (01/10/92)   14.221  (m)           46.66   (f) ADJUSTED    1 2
 KV0900
 KV0900.Superseded values are not recommended for survey control.
 KV0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0900.See file dsdata.txt to determine how the superseded data were derived.
 KV0900
 KV0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK479664(NAD 83)
 KV0900_MARKER: B = BOLT
 KV0900_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0900_SP_SET: RAILROAD BRIDGE SEAT
 KV0900_MARK LOGO: PRR   
 KV0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0900+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2003
 KV0900
 KV0900  HISTORY     - Date     Condition        Report By
 KV0900  HISTORY     - UNK      MONUMENTED       PRR
 KV0900  HISTORY     - 1935     GOOD             CGS
 KV0900  HISTORY     - 1974     GOOD             NGS
 KV0900  HISTORY     - 19891027 GOOD             NJGS
 KV0900  HISTORY     - 20030110 GOOD             NJGS
 KV0900
 KV0900                          STATION DESCRIPTION
 KV0900
 KV0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0900'0.8 MI SE FROM JAMESBURG.
 KV0900'0.8 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV0900'GATSMER AVENUE BRIDGE AT JAMESBURG, MIDDLESEX COUNTY, AT THE
 KV0900'WEST ABUTMENT OF BRIDGE 6.45 OVER MANALAPAN CREEK, AND IN THE TOP
 KV0900'OF THE NORTHEAST CORNER OF THE BRIDGE SEAT.
 KV0900
 KV0900                          STATION RECOVERY (1974)
 KV0900
 KV0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0900'RECOVERED IN GOOD CONDITION.
 KV0900
 KV0900                          STATION RECOVERY (1989)
 KV0900
 KV0900'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV0900'THE STATION IS LOCATED IN THE BOROUGH OF JAMESBURG, SET IN THE EAST
 KV0900'END OF THE SOUTHEAST RAILROAD BRIDGE SEAT OF THE CONRAIL RAILROAD
 KV0900'TRACKS SPANNING THE MANALAPAN CREEK, NORTH OF THE LAKE MANALAPAN
 KV0900'SPILLWAY, 38.5 M (126.3 FT) SOUTHEAST FROM THE CENTERLINE OF FORSGATE
 KV0900'DRIVE, COUNTY ROUTE 612, 12.5 M (41.0 FT) WEST SOUTHWEST OF THE
 KV0900'CENTERLINE OF BUCKALEW AVENUE, COUNTY ROUTE 522, 2.8 M (9.2 FT)
 KV0900'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS, 0.5 M (1.6 FT) SOUTH
 KV0900'OF THE NORTH FACE OF THE BRIDGE SEAT, 1.8 M (5.9 FT) OF THE EAST END
 KV0900'OF THE BRIDGE SEAT AND ABOUT 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 KV0900'TRACKS.
 KV0900
 KV0900                          STATION RECOVERY (2003)
 KV0900
 KV0900'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (SJM)
 KV0900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6856 ***********************************************************************
 KV6856  DESIGNATION -  LSP SOUTH
 KV6856  PID         -  KV6856
 KV6856  STATE/COUNTY-  NJ/HUDSON
 KV6856  USGS QUAD   -  JERSEY CITY (1981)
 KV6856
 KV6856                         *CURRENT SURVEY CONTROL
 KV6856  ___________________________________________________________________
 KV6856* NAD 83(1996)-  40 41 27.03865(N)    074 03 18.68737(W)     ADJUSTED  
 KV6856* NAVD 88     -         2.7    (meters)       9.     (feet)  GPS OBS   
 KV6856  ___________________________________________________________________
 KV6856  X           -   1,330,432.940 (meters)                     COMP
 KV6856  Y           -  -4,656,695.851 (meters)                     COMP
 KV6856  Z           -   4,136,432.710 (meters)                     COMP
 KV6856  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 KV6856  ELLIP HEIGHT-         -29.33  (meters)          (10/23/02) GPS OBS
 KV6856  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KV6856
 KV6856  HORZ ORDER  -  FIRST
 KV6856  ELLP ORDER  -  FOURTH    CLASS I
 KV6856
 KV6856.The horizontal coordinates were established by GPS observations
 KV6856.and adjusted by the National Geodetic Survey in May 1999..
 KV6856
 KV6856.The orthometric height was determined by GPS observations and a
 KV6856.high-resolution geoid model.
 KV6856
 KV6856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6856
 KV6856.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6856
 KV6856.The ellipsoidal height was determined by GPS observations
 KV6856.and is referenced to NAD 83.
 KV6856
 KV6856.The geoid height was determined by GEOID03.
 KV6856
 KV6856;                    North         East     Units Scale Factor Converg.
 KV6856;SPC NJ       -   206,314.091   187,594.708   MT  0.99991739   +0 17 24.0
 KV6856;SPC NJ       -   676,882.15    615,466.97   sFT  0.99991739   +0 17 24.0
 KV6856;SPC NY L     -    58,209.109   295,334.878   MT  0.99999874   -0 02 10.0
 KV6856;SPC NY L     -   190,974.39    968,944.51   sFT  0.99999874   -0 02 10.0
 KV6856;SPC NY E     -   206,314.091   187,594.708   MT  0.99991739   +0 17 24.0
 KV6856;SPC NY E     -   676,882.15    615,466.97   sFT  0.99991739   +0 17 24.0
 KV6856;UTM  18      - 4,504,867.899   579,830.555   MT  0.99967844   +0 36 57.7
 KV6856
 KV6856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6856!SPC NJ       -   1.00000460  x   0.99991739  =   0.99992199
 KV6856!SPC NY L     -   1.00000460  x   0.99999874  =   1.00000334
 KV6856!SPC NY E     -   1.00000460  x   0.99991739  =   0.99992199
 KV6856!UTM  18      -   1.00000460  x   0.99967844  =   0.99968304
 KV6856
 KV6856                          SUPERSEDED SURVEY CONTROL
 KV6856
 KV6856  ELLIP H (05/14/99)  -29.32   (m)                       GP(       ) 4 1
 KV6856  NAD 83(1996)-  40 41 27.03859(N)    074 03 18.68742(W) AD(       ) 1
 KV6856  NAD 83(1996)-  40 41 27.03774(N)    074 03 18.68818(W) AD(       ) 1
 KV6856  NAD 83(1992)-  40 41 27.03675(N)    074 03 18.68962(W) AD(       ) 1
 KV6856  NAD 83(1986)-  40 41 27.03687(N)    074 03 18.68962(W) AD(       ) 1
 KV6856
 KV6856.Superseded values are not recommended for survey control.
 KV6856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6856.See file dsdata.txt to determine how the superseded data were derived.
 KV6856
 KV6856_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7983104868(NAD 83)
 KV6856_MARKER: DD = SURVEY DISK
 KV6856_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV6856_SP_SET: SURROUNDED BY MASS OF CONCRETE
 KV6856_STAMPING: LSP SOUTH 1991
 KV6856_MARK LOGO: USE   
 KV6856_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6856+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2004
 KV6856
 KV6856  HISTORY     - Date     Condition        Report By
 KV6856  HISTORY     - 1991     MONUMENTED       USE
 KV6856  HISTORY     - 19920306 GOOD             NJGS
 KV6856  HISTORY     - 19950920 GOOD             NJGS
 KV6856  HISTORY     - 20010902 GOOD             NJDEP
 KV6856  HISTORY     - 20040426 GOOD             PORANY
 KV6856
 KV6856                          STATION DESCRIPTION
 KV6856
 KV6856'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6856'THE STATION IS LOCATED IN THE CITY OF JERSEY CITY ON THE GROUNDS OF
 KV6856'LIBERTY STATE PARK AT THE SOUTHERN MOST POINT OF THE MONUMENT
 KV6856'OVERLOOK.  TO REACH THE STATION FROM THE NEW JERSEY TURNPIKE EXIT
 KV6856'14B, GO 0.9 MI (1.4 KM) SOUTHEAST ON MORRIS PESIN DRIVE TO THE
 KV6856'LIBERTY STATE PARK VISITORS CENTER.  ACCESS TO THE OVERLOOK AND
 KV6856'PERMISSION TO OCCUPY THE STATION MUST BE OBTAINED FROM RANGER CHUCK
 KV6856'SARY, PHONE 201 915 3401 WHO REQUESTS A ONE WEEK ADVANCE NOTICE SO
 KV6856'THAT HE CAN DETERMINE IF ANY SPECIAL EVENTS WILL TAKE PLACE DURING
 KV6856'OUR OBSERVATION PERIOD.  HE ALSO REQUESTS THAT OUR VEHICLES KEEP OFF
 KV6856'THE LAWNS DUE TO A SHALLOW SPRINKLER SYSTEM.  THE STATION IS 0.6 M
 KV6856'(2.0 FT) NORTHEAST FROM THE SOUTHWEST CONCRETE WALL, 6.5 M (21.3 FT)
 KV6856'NORTHWEST FROM THE BOTTOM STEP LEADING TO THE BRICK OBSERVATION AREA,
 KV6856'11.5 M (37.7 FT) SOUTH FROM THE SOUTHERN MOST WOOD LAMP POST NUMBER
 KV6856'1918, 16.3 M (53.5 FT) SOUTH FROM THE CENTER OF AN INLET IN THE LAWN
 KV6856'AND 10.0 M (32.8 FT) WEST FROM THE WESTERN MOST OF THREE LIGHT POLES
 KV6856'ON THE BRICK OBSERVATION AREA.  THE STATION IS SET FLUSH IN A FLUSH
 KV6856'MOUNTED CONCRETE RETAINER FOR THE BRICK PAVED WALKWAY SURROUNDING THE
 KV6856'BRICK OBSERVATION DECK.
 KV6856
 KV6856                          STATION RECOVERY (1995)
 KV6856
 KV6856'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV6856'REECOVERED AS DESCRIBED.
 KV6856
 KV6856                          STATION RECOVERY (2001)
 KV6856
 KV6856'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2001 (BMC)
 KV6856'CONTACT NOW IS PARK SUPERINTENDENT STEVE ELLIS. ELEVATION TRANSFERRED
 KV6856'FROM KV0611, +8.75 FEET NAVD 88.
 KV6856
 KV6856                          STATION RECOVERY (2004)
 KV6856
 KV6856'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2004 (SSZ)
 KV6856'NEW CONTACT INFORMATION AS FOLLOWS. CONTACT SUPERINTENDENT OR CHIEF
 KV6856'RANGER AT 201-915-3403 AT LEAST A WEEK IN ADVANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2613 ***********************************************************************
 JU2613  DESIGNATION -  LUCK
 JU2613  PID         -  JU2613
 JU2613  STATE/COUNTY-  NJ/OCEAN
 JU2613  USGS QUAD   -  SEASIDE PARK (1989)
 JU2613
 JU2613                         *CURRENT SURVEY CONTROL
 JU2613  ___________________________________________________________________
 JU2613* NAD 83(1996)-  39 55 12.55803(N)    074 06 31.40296(W)     ADJUSTED  
 JU2613* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2613  ___________________________________________________________________
 JU2613  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 JU2613  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU2613
 JU2613  HORZ ORDER  -  THIRD
 JU2613
 JU2613.The horizontal coordinates were established by classical geodetic methods
 JU2613.and adjusted by the National Geodetic Survey in September 1999..
 JU2613
 JU2613.The orthometric height was scaled from a topographic map.
 JU2613
 JU2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2613
 JU2613.The geoid height was determined by GEOID03.
 JU2613
 JU2613;                    North         East     Units Scale Factor Converg.
 JU2613;SPC NJ       -   120,723.088   183,448.234   MT  0.99991377   +0 15 03.9
 JU2613;SPC NJ       -   396,072.33    601,863.08   sFT  0.99991377   +0 15 03.9
 JU2613;UTM  18      - 4,419,275.455   576,168.219   MT  0.99967142   +0 34 19.1
 JU2613
 JU2613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2613!SPC NJ       -   1.00000509  x   0.99991377  =   0.99991886
 JU2613!UTM  18      -   1.00000509  x   0.99967142  =   0.99967651
 JU2613
 JU2613|---------------------------------------------------------------------|
 JU2613| PID    Reference Object                     Distance      Geod. Az  |
 JU2613|                                                           dddmmss.s |
 JU2613| CB2221 LUCK RM 2                            14.613 METERS 05242     |
 JU2613| JU2605 TOMS RIVER COAST GUARD FLAGTWR      APPROX. 3.5 KM 0612449.3 |
 JU2613| JU2606 TOMS RIVER COAST GUARD CUPOLA       APPROX. 3.5 KM 0613042.7 |
 JU2613| JU2580 SEASIDE PARK WATER TANK             APPROX. 2.3 KM 1054851.3 |
 JU2613| JU2617 ISLAND BEACH CG LOOKOUT SPIRE       APPROX. 3.6 KM 1394849.6 |
 JU2613| JU2658 ISLAND HEIGHTS STANDPIPE            APPROX. 4.1 KM 3080439.6 |
 JU2613| JU2610 WRIGHTS LIGHT CUPOLA                APPROX. 1.6 KM 3090841.2 |
 JU2613| CB2220 LUCK RM 1                            31.334 METERS 30912     |
 JU2613|---------------------------------------------------------------------|
 JU2613
 JU2613                          SUPERSEDED SURVEY CONTROL
 JU2613
 JU2613  NAD 83(1986)-  39 55 12.55146(N)    074 06 31.39841(W) AD(       ) 3
 JU2613  NAD 27      -  39 55 12.12000(N)    074 06 32.90800(W) AD(       ) 3
 JU2613
 JU2613.Superseded values are not recommended for survey control.
 JU2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2613.See file dsdata.txt to determine how the superseded data were derived.
 JU2613
 JU2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7616819275(NAD 83)
 JU2613_MARKER: DS = TRIANGULATION STATION DISK
 JU2613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2613
 JU2613  HISTORY     - Date     Condition        Report By
 JU2613  HISTORY     - 1935     MONUMENTED       CGS
 JU2613  HISTORY     - 1951     SEE DESCRIPTION  CGS
 JU2613  HISTORY     - 1951     SEE DESCRIPTION  ATT
 JU2613  HISTORY     - 1962     MARK NOT FOUND   CGS
 JU2613  HISTORY     - 19950813 MARK NOT FOUND   USPSQD
 JU2613
 JU2613                          STATION DESCRIPTION
 JU2613
 JU2613'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2613'STATION IS LOCATED ON THE W SIDE OF BARNEGAT BAY AT A SMALL
 JU2613'DEVELOPMENT KNOWN AS BARNEGAT PIER.  IT IS ON THE FIRST SMALL
 JU2613'POINT OF LAND MAKING OUT INTO THE BAY JUST N OF THE PENNSYLVANIA
 JU2613'RAILROAD BRIDGE LEADING ACROSS THE BAY TO SEASIDE
 JU2613'PARK.  THERE IS A SMALL HOUSE WITH A BULKHEAD AROUND IT JUST N OF
 JU2613'THE STATION.
 JU2613'
 JU2613'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 JU2613'SET IN CONCRETE AS DESCRIBED.
 JU2613'
 JU2613'SURFACE AND SUB-SURFACE MARKS ARE STAMPED, LUCK-1935, AND THE SURFACE
 JU2613'MARK EXTENDS ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 JU2613'
 JU2613'REFERENCE MARK NO. 1 IS LOCATED W OF THE STATION AND APPROXIMATELY 6
 JU2613'FEET E OF J.C.P. AND L.CO. POLE B4.  REFERENCE MARK NO. 2 STAMPED
 JU2613'LUCK 2 IS N OF THE STATION AND ABOUT 2 FEET N OF THE BULKHEAD
 JU2613'AROUND THE SMALL HOUSE.
 JU2613'
 JU2613'STATION LUCK IS APPROXIMATELY 35 FEET FROM THE HIGH-WATER LINE
 JU2613'(STATIONS VISIBLE FROM THE GROUND AT LUCK).
 JU2613'
 JU2613'AT R.M.NO. 1 ANGLE FROM R.M.NO. 2 TO LUCK IS 22 DEG 14 MIN 22.5 SEC.
 JU2613'
 JU2613'AT R.M.NO. 2 ANGLE FROM LUCK TO R.M.NO. 1 IS 54 DEG 14 MIN 41.2 SEC.
 JU2613'
 JU2613'DISTANCE FROM R.M.NO. 1 TO R.M.NO. 2 IS 37.544 METERS.
 JU2613'
 JU2613'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
 JU2613
 JU2613                          STATION RECOVERY (1951)
 JU2613
 JU2613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2613'STATION SURFACE MARK WAS FOUND LYING ON THE SHORE.  R.M. 1 WAS
 JU2613'RECOVERED IN GOOD CONDITION.  R.M. 2 WAS NOT FOUND.  THE AREA HAS
 JU2613'BEEN FILLED IN AND THE MARK IS BELIEVED TO BE BURIED BENEATH THE
 JU2613'FILL.
 JU2613'
 JU2613'THE UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION.  A STEEL DRUM
 JU2613'WAS PLACED AROUND THE STATION AND FILLED WITH CEMENT.  A NEW DISK,
 JU2613'STAMPED LUCK 1935-1951, WAS PLACED IN THE PRECISE ORIGINAL
 JU2613'POSITION.
 JU2613'
 JU2613'THE PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT WITH THE FOLLOWING
 JU2613'EXCEPTIONS--
 JU2613'
 JU2613'THE PENNSYLVANIA RAILROAD BRIDGE HAS BEEN REMOVED, BUT ITS SHORE END
 JU2613'IS USED AS A PIER.  THE STATION IS NOW 6 FEET OFFSHORE OF THE
 JU2613'HIGH-WATER LINE.
 JU2613
 JU2613                          STATION RECOVERY (1951)
 JU2613
 JU2613'RECOVERY NOTE BY AMERICAN T AND T CO 1951 (MOL)
 JU2613'IN 1944 STATION WAS RECOVERED BUT NO MEASUREMENTS WERE MADE.  STATION
 JU2613'MARK WAS A FEW FEET NW OF THE HIGH-WATER LINE.  STATION AND
 JU2613'REFERENCE MARK 1 WERE IN GOOD CONDITION.  THE TOP OF REFERENCE MARK
 JU2613'2 CANTED TOWARD THE STATION.  THE DESCRIPTION IS GOOD.
 JU2613'
 JU2613'JUNE 1951 RECOVERY--SEA DESTROYED SMALL HOUSE AND SURFACE MONUMENT.
 JU2613'STATION SITE BARELY AWASH AT LOW WATER AND APPROXIMATELY 10 FEET IN
 JU2613'BAY AT HIGH WATER.  UNDERGROUND MARK IS A STANDARD STATION DISK
 JU2613'WITH NO DIE STAMPING AND IS SET IN PRE-CAST CEMENT, AND WAS
 JU2613'RECOVERED IN GOOD CONDITION UNDER REMAINING 4-INCH BASE SURFACE
 JU2613'MONUMENT AND A PROTECTING BOARD.  HEADLESS STEEL DRUM AND THREE
 JU2613'4- BY 6-INCH TOWER FOOTINGS LEFT CENTERED OVER UNDERGROUND MARK.
 JU2613'DRUM FILLED WITH SAND.  TOP 6 INCHES OF PRE-CAST CEMENT AND
 JU2613'STATION DISK LUCK 1935 REMOVED FROM BAY.  (DISK RETRIEVED BY USC
 JU2613'AND GS TOPOGRAPHIC PARTY UNDER J.K. WILSON).  EACH OF THE
 JU2613'FOLLOWING MEASURED JUNE 1951 (NO ADJUSTMENTS FOR MINOR
 JU2613'INCONSISTENCIES)--
 JU2613
 JU2613                          STATION RECOVERY (1962)
 JU2613
 JU2613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2613'NOT RECOVERED.  MUCH PROBING AND DIGGING WITH THE ASSISTANCE OF THE
 JU2613'PROPERTY OWNER FAILED TO LOCATE THE MARKS.
 JU2613
 JU2613                          STATION RECOVERY (1995)
 JU2613
 JU2613'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2395 ***********************************************************************
 JU2395  DESIGNATION -  LUD
 JU2395  PID         -  JU2395
 JU2395  STATE/COUNTY-  NJ/CAPE MAY
 JU2395  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2395
 JU2395                         *CURRENT SURVEY CONTROL
 JU2395  ___________________________________________________________________
 JU2395* NAD 83(1986)-  39 09 33.     (N)    074 41 55.     (W)     SCALED    
 JU2395* NAVD 88     -         1.702  (meters)       5.58   (feet)  ADJUSTED  
 JU2395  ___________________________________________________________________
 JU2395  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 JU2395  DYNAMIC HT  -           1.702 (meters)       5.58  (feet)  COMP
 JU2395  MODELED GRAV-     980,076.1   (mgal)                       NAVD 88
 JU2395
 JU2395  VERT ORDER  -  FIRST     CLASS II
 JU2395
 JU2395.The horizontal coordinates were scaled from a topographic map and have
 JU2395.an estimated accuracy of +/- 6 seconds.
 JU2395
 JU2395.The orthometric height was determined by differential leveling
 JU2395.and adjusted by the National Geodetic Survey in March 2001..
 JU2395.No vertical observational check was made to the station.
 JU2395
 JU2395.The geoid height was determined by GEOID03.
 JU2395
 JU2395.The dynamic height is computed by dividing the NAVD 88
 JU2395.geopotential number by the normal gravity value computed on the
 JU2395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2395.degrees latitude (g = 980.6199 gals.).
 JU2395
 JU2395.The modeled gravity was interpolated from observed gravity values.
 JU2395
 JU2395;                    North         East    Units  Estimated Accuracy
 JU2395;SPC NJ       -    36,190.      132,840.      MT  (+/- 180 meters Scaled)
 JU2395
 JU2395                          SUPERSEDED SURVEY CONTROL
 JU2395
 JU2395  NAVD 88 (06/15/91)    1.701  (m)            5.58   (f) UNKNOWN     1 2
 JU2395  NGVD 29 (01/10/92)    2.087  (m)            6.85   (f) ADJUSTED    1 2
 JU2395
 JU2395.Superseded values are not recommended for survey control.
 JU2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2395.See file dsdata.txt to determine how the superseded data were derived.
 JU2395
 JU2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ260344(NAD 83)
 JU2395_MARKER: DV = VERTICAL CONTROL DISK
 JU2395_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU2395_SP_SET: PIER
 JU2395_STAMPING: LUD 1971
 JU2395_MARK LOGO: NGS   
 JU2395_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2395+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2003
 JU2395
 JU2395  HISTORY     - Date     Condition        Report By
 JU2395  HISTORY     - 1971     MONUMENTED       NGS
 JU2395  HISTORY     - 1979     GOOD             NGS
 JU2395  HISTORY     - 19980615 GOOD             NJGS
 JU2395  HISTORY     - 20030912 GOOD             USGS
 JU2395
 JU2395                          STATION DESCRIPTION
 JU2395
 JU2395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2395'IN SEA ISLE CITY.
 JU2395'IN SEA ISLE CITY, IN THE TOP OF THE SOUTHWEST END OF THE CONCRETE
 JU2395'FOOTING TO THE FIRST PIER SOUTHEAST OF THE INTRACOASTAL WATERWAY OF
 JU2395'THE SEA ISLE BOULEVARD OVERPASS. NOTE THIS MARK IS ASSIGNED A
 JU2395'QUAILTY A DUE TO SUBTERANEAN PILINGS SUPPORTING THE FOOTING,
 JU2395'INFORMATION PROVIDED BY MR. NEIL CLARKE CAPE MAY COUNTY
 JU2395'ENGINEER AT CAPE MAY COURT HOUSE N.J.
 JU2395
 JU2395                          STATION RECOVERY (1998)
 JU2395
 JU2395'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU2395'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE DISK WAS
 JU2395'OBSERVED AS NOT BEING COUNTERSUNK IN THE TOP OF THE CONCRETE PIER
 JU2395'FOOTING AS IS THE STANDARD PRACTICE.  TO PREVENT VANDALISM IN THE
 JU2395'FUTURE, AN EPOXY PUTTY COMPOUND WAS INJECTED UNDERNEATH AND AROUND THE
 JU2395'PERIMETER OF THE DISK.
 JU2395
 JU2395                          STATION RECOVERY (2003)
 JU2395
 JU2395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 JU2395'DISK REMAINS ABOVE FILLER, SEEMS OK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2913 ***********************************************************************
 JU2913  DESIGNATION -  LUD
 JU2913  PID         -  JU2913
 JU2913  STATE/COUNTY-  NJ/CAPE MAY
 JU2913  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2913
 JU2913                         *CURRENT SURVEY CONTROL
 JU2913  ___________________________________________________________________
 JU2913* NAD 83(1996)-  39 10 06.91888(N)    074 41 59.00356(W)     ADJUSTED  
 JU2913* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU2913  ___________________________________________________________________
 JU2913  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 JU2913  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 JU2913
 JU2913  HORZ ORDER  -  THIRD
 JU2913
 JU2913.The horizontal coordinates were established by classical geodetic methods
 JU2913.and adjusted by the National Geodetic Survey in September 1999..
 JU2913
 JU2913.The orthometric height was scaled from a topographic map.
 JU2913
 JU2913.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2913
 JU2913.The geoid height was determined by GEOID03.
 JU2913
 JU2913;                    North         East     Units Scale Factor Converg.
 JU2913;SPC NJ       -    37,233.805   132,741.548   MT  0.99990367   -0 07 34.1
 JU2913;SPC NJ       -   122,157.91    435,502.90   sFT  0.99990367   -0 07 34.1
 JU2913;UTM  18      - 4,335,528.242   525,939.702   MT  0.99960828   +0 11 22.8
 JU2913
 JU2913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2913!SPC NJ       -   1.00000554  x   0.99990367  =   0.99990921
 JU2913!UTM  18      -   1.00000554  x   0.99960828  =   0.99961382
 JU2913
 JU2913|---------------------------------------------------------------------|
 JU2913| PID    Reference Object                     Distance      Geod. Az  |
 JU2913|                                                           dddmmss.s |
 JU2913| CB2222 LUD RM 1                             14.909 METERS 10836     |
 JU2913| JU2906 VIEW                                APPROX. 2.3 KM 2722100.4 |
 JU2913|---------------------------------------------------------------------|
 JU2913
 JU2913                          SUPERSEDED SURVEY CONTROL
 JU2913
 JU2913  NAD 83(1986)-  39 10 06.89841(N)    074 41 59.00161(W) AD(       ) 3
 JU2913  NAD 27      -  39 10 06.48700(N)    074 42 00.42300(W) AD(       ) 3
 JU2913
 JU2913.Superseded values are not recommended for survey control.
 JU2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2913.See file dsdata.txt to determine how the superseded data were derived.
 JU2913
 JU2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2594035528(NAD 83)
 JU2913_MARKER: DS = TRIANGULATION STATION DISK
 JU2913_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU2913_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU2913
 JU2913  HISTORY     - Date     Condition        Report By
 JU2913  HISTORY     - 1936     MONUMENTED       CGS
 JU2913  HISTORY     - 1937     GOOD             CGS
 JU2913  HISTORY     - 1950     GOOD             CGS
 JU2913
 JU2913                          STATION DESCRIPTION
 JU2913
 JU2913'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2913'LOCATED ON THE S SIDE OF LUDLAM BAY ON A POINT OF LAND ON THE E
 JU2913'SIDE OF THE PRESENT INLAND WATERWAY.  IT IS SET IN THE MARSH 45
 JU2913'FEET INSHORE FROM THE BAY AND 44 FEET INSHORE FROM THE WATERWAY.
 JU2913'
 JU2913'STATION IS MARKED BY A STANDARD DISK STAMPED LUD - 1936 SET
 JU2913'IN TOP OF AN 8-INCH CONCRETE FILLED TILE WHICH PROJECTS 4 INCHES
 JU2913'ABOVE GROUND.
 JU2913'
 JU2913'REFERENCE MARK NO.1 IS SET INSHORE IN RANGE WITH THE STATION
 JU2913'MARK AND THE POINT.  IT IS A STANDARD DISK STAMPED NO.1 - LUD - 1936
 JU2913'SET IN AN 8-INCH CONCRETE FILLED TILE WHICH PROJECTS 6 INCHES
 JU2913'ABOVE GROUND.
 JU2913
 JU2913                          STATION RECOVERY (1937)
 JU2913
 JU2913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2913'NO DESCRIPTION OF THE STATION WAS AVAILABLE.  STATION IS ON A
 JU2913'POINT FORMED BY THE S BANK OF LUDLAM BAY AND THE E BANK OF
 JU2913'LUDLAM THOROFARE ABOUT 0.7 NAUTICAL MILE N OF BRIDGE AT SEA ISLE
 JU2913'CITY.  STATION WAS FOUND TO BE IN GOOD CONDITION.
 JU2913
 JU2913                          STATION RECOVERY (1950)
 JU2913
 JU2913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2913'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU2913'DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH A STEEL TAPE AND
 JU2913'FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE AND
 JU2913'CORRECT WITH THE FOLLOWING EXCEPTIONS--
 JU2913'
 JU2913'STATION IS 18.7 FEET INSHORE FROM THE BAY AND 30.6 FEET INSHORE
 JU2913'FROM THE WATERWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4052 ***********************************************************************
 KV4052  DESIGNATION -  LYNDHURST SACRED HEART CH TWR
 KV4052  PID         -  KV4052
 KV4052  STATE/COUNTY-  NJ/BERGEN
 KV4052  USGS QUAD   -  WEEHAWKEN (1995)
 KV4052
 KV4052                         *CURRENT SURVEY CONTROL
 KV4052  ___________________________________________________________________
 KV4052* NAD 83(1996)-  40 48 27.05853(N)    074 07 08.71405(W)     ADJUSTED  
 KV4052* NAVD 88     -                                                        
 KV4052  ___________________________________________________________________
 KV4052  LAPLACE CORR-           6.34  (seconds)                    DEFLEC99
 KV4052  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV4052
 KV4052  HORZ ORDER  -  THIRD
 KV4052
 KV4052.The horizontal coordinates were established by classical geodetic methods
 KV4052.and adjusted by the National Geodetic Survey in September 1999..
 KV4052
 KV4052
 KV4052.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4052
 KV4052.The geoid height was determined by GEOID03.
 KV4052
 KV4052;                    North         East     Units Scale Factor Converg.
 KV4052;SPC NJ       -   219,243.804   182,138.039   MT  0.99991271   +0 14 56.2
 KV4052;SPC NJ       -   719,302.38    597,564.55   sFT  0.99991271   +0 14 56.2
 KV4052;SPC NY L     -    71,170.763   289,951.533   MT  0.99999518   -0 04 40.4
 KV4052;SPC NY L     -   233,499.41    951,282.65   sFT  0.99999518   -0 04 40.4
 KV4052;UTM  18      - 4,517,763.197   574,301.655   MT  0.99966795   +0 34 32.6
 KV4052
 KV4052                          SUPERSEDED SURVEY CONTROL
 KV4052
 KV4052  NAD 83(1996)-  40 48 27.05829(N)    074 07 08.71426(W) AD(       ) 4
 KV4052  NAD 83(1996)-  40 48 27.05496(N)    074 07 08.71839(W) AD(       ) 4
 KV4052  NAD 83(1992)-  40 48 27.05498(N)    074 07 08.71794(W) AD(       ) 4
 KV4052  NAD 83(1986)-  40 48 27.05558(N)    074 07 08.72167(W) AD(       ) 4
 KV4052  NAD 27      -  40 48 26.69400(N)    074 07 10.20400(W) AD(       ) 3
 KV4052
 KV4052.Superseded values are not recommended for survey control.
 KV4052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4052.See file dsdata.txt to determine how the superseded data were derived.
 KV4052
 KV4052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7430217763(NAD 83)
 KV4052_MARKER: 55 = TOWER
 KV4052
 KV4052  HISTORY     - Date     Condition        Report By
 KV4052  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4052
 KV4052                          STATION DESCRIPTION
 KV4052
 KV4052'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4052'THE TOWER, E OF THE PASSAIC RIVER, IN LYNDHURST ON THE NE CORNER
 KV4052'OF RIDGE ROAD AND NEW JERSEY AVENUE, ATOP THE SACRED HEART
 KV4052'CHURCH (A YELLOW BRICK STRUCTURE).  IT IS A SQUARE TOWER,
 KV4052'APPROXIMATELY 50 FEET IN HEIGHT.
 KV4052'
 KV4052'THE STATION IS THE TOWER-APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0669 ***********************************************************************
 JU0669  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0669  DESIGNATION -  M 10
 JU0669  PID         -  JU0669
 JU0669  STATE/COUNTY-  NJ/GLOUCESTER
 JU0669  USGS QUAD   -  WOODBURY (1995)
 JU0669
 JU0669                         *CURRENT SURVEY CONTROL
 JU0669  ___________________________________________________________________
 JU0669* NAD 83(1986)-  39 50 04.     (N)    075 14 19.     (W)     SCALED    
 JU0669* NAVD 88     -         2.563  (meters)       8.41   (feet)  POSTED    
 JU0669  ___________________________________________________________________
 JU0669  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JU0669  DYNAMIC HT  -           2.560 (meters)       8.40  (feet)  COMP
 JU0669  MODELED GRAV-     980,175.1   (mgal)                       NAVD 88
 JU0669
 JU0669  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0669
 JU0669.The horizontal coordinates were scaled from a topographic map and have
 JU0669.an estimated accuracy of +/- 6 seconds.
 JU0669
 JU0669.The orthometric height was determined by differential leveling
 JU0669.and adjusted by the National Geodetic Survey in 1992..
 JU0669.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0669.rate of 0.0 thru 1.0 mm/km.
 JU0669
 JU0669.This Tidal Bench Mark is designated as VM 6046
 JU0669.by the Center for Operational Oceanographic Products and Services.
 JU0669
 JU0669.The geoid height was determined by GEOID03.
 JU0669
 JU0669.The dynamic height is computed by dividing the NAVD 88
 JU0669.geopotential number by the normal gravity value computed on the
 JU0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0669.degrees latitude (g = 980.6199 gals.).
 JU0669
 JU0669.The modeled gravity was interpolated from observed gravity values.
 JU0669
 JU0669;                    North         East    Units  Estimated Accuracy
 JU0669;SPC NJ       -   111,400.       86,780.      MT  (+/- 180 meters Scaled)
 JU0669
 JU0669                          SUPERSEDED SURVEY CONTROL
 JU0669
 JU0669  NGVD 29 (??/??/??)    2.922  (m)            9.59   (f) ADJUSTED    1 2
 JU0669
 JU0669.Superseded values are not recommended for survey control.
 JU0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0669.See file dsdata.txt to determine how the superseded data were derived.
 JU0669
 JU0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK795094(NAD 83)
 JU0669_MARKER: DB = BENCH MARK DISK
 JU0669_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0669+WITH SETTING: PAVEMENT
 JU0669_SP_SET: SIGNAL TOWER BASE
 JU0669_STAMPING: 9.587 M 10 1930
 JU0669_MARK LOGO: CGS   
 JU0669_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0669+STABILITY: SURFACE MOTION
 JU0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0669+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1995
 JU0669
 JU0669  HISTORY     - Date     Condition        Report By
 JU0669  HISTORY     - 1930     MONUMENTED       CGS
 JU0669  HISTORY     - 1946     GOOD             CGS
 JU0669  HISTORY     - 19950123 GOOD             NJGS
 JU0669
 JU0669                          STATION DESCRIPTION
 JU0669
 JU0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0669'AT PAULSBORO.
 JU0669'AT PAULSBORO, GLOUCESTER COUNTY, ON THE PENNSYLVANIA-READING
 JU0669'SEASHORE LINES, 0.2 MILE SOUTHEAST OF THE STATION (THE STATION IS
 JU0669'200 FEET NORTHWEST OF THE FREIGHT DEPOT), AT SIGNAL TOWER 9921,
 JU0669'ON THE NORTHEAST CORNER OF THE CONCRETE BASE, AND 6.4 FEET
 JU0669'SOUTHWEST OF THE SOUTHWEST RAIL.  A STANDARD DISK, STAMPED 9.587
 JU0669'M 10 1930.
 JU0669
 JU0669                          STATION RECOVERY (1946)
 JU0669
 JU0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 JU0669'RECOVERED IN GOOD CONDITION.
 JU0669
 JU0669                          STATION RECOVERY (1995)
 JU0669
 JU0669'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0669'THE STATION IS LOCATED IN THE BOROUGH OF PAULSBORO.  TO REACH THE
 JU0669'STATION FROM THE U.S.  POST OFFICE LOCATED AT THE INTERSECTION OF
 JU0669'NORTH DELAWARE AVENUE AND ADAMS STREET, GO NORTH ON NORTH DELAWARE
 JU0669'AVENUE FOR 50 M (164.0 FT) TO THE INTERSECTION WITH JEFFERSON STREET.
 JU0669'TURN RIGHT ABD GO EAST FOR 0.15 MI (0.24 KM) TO THE INTERSECTION WITH
 JU0669'NORTH COMMERCE STREET.  TURN LEFT AND GO NORTH FOR 0.05 MI (0.08 KM)
 JU0669'TO THE RAILROAD GRADE CROSSING AND THE STATION ON THE RIGHT, SET FLUSH
 JU0669'IN THE TOP OF THE NORTHWEST CORNER OF CONCRETE BASE FOR SIGNAL TOWER
 JU0669'9921.  THE STATION IS 27 M (88.6 FT) EAST FROM THE CENTERLINE OF NORTH
 JU0669'COMMERCE STREET AND 2.O M SOUTH FROM THE SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3423 ***********************************************************************
 KV3423  DESIGNATION -  M 101
 KV3423  PID         -  KV3423
 KV3423  STATE/COUNTY-  NJ/BERGEN
 KV3423  USGS QUAD   -  HACKENSACK (1997)
 KV3423
 KV3423                         *CURRENT SURVEY CONTROL
 KV3423  ___________________________________________________________________
 KV3423* NAD 83(1996)-  40 54 46.66395(N)    074 04 43.26046(W)     ADJUSTED  
 KV3423* NAVD 88     -        11.906  (meters)      39.06   (feet)  ADJUSTED  
 KV3423  ___________________________________________________________________
 KV3423  X           -   1,324,103.976 (meters)                     COMP
 KV3423  Y           -  -4,641,748.049 (meters)                     COMP
 KV3423  Z           -   4,155,110.380 (meters)                     COMP
 KV3423  LAPLACE CORR-           6.88  (seconds)                    DEFLEC99
 KV3423  ELLIP HEIGHT-         -20.04  (meters)          (10/23/02) GPS OBS
 KV3423  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KV3423  DYNAMIC HT  -          11.901 (meters)      39.05  (feet)  COMP
 KV3423  MODELED GRAV-     980,233.6   (mgal)                       NAVD 88
 KV3423
 KV3423  HORZ ORDER  -  FIRST
 KV3423  VERT ORDER  -  FIRST     CLASS II
 KV3423  ELLP ORDER  -  FOURTH    CLASS I
 KV3423
 KV3423.The horizontal coordinates were established by GPS observations
 KV3423.and adjusted by the National Geodetic Survey in May 1999..
 KV3423
 KV3423.The orthometric height was determined by differential leveling
 KV3423.and adjusted by the National Geodetic Survey in June 1991..
 KV3423
 KV3423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV3423
 KV3423.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3423
 KV3423.The ellipsoidal height was determined by GPS observations
 KV3423.and is referenced to NAD 83.
 KV3423
 KV3423.The geoid height was determined by GEOID03.
 KV3423
 KV3423.The dynamic height is computed by dividing the NAVD 88
 KV3423.geopotential number by the normal gravity value computed on the
 KV3423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3423.degrees latitude (g = 980.6199 gals.).
 KV3423
 KV3423.The modeled gravity was interpolated from observed gravity values.
 KV3423
 KV3423;                    North         East     Units Scale Factor Converg.
 KV3423;SPC NJ       -   230,968.176   185,490.631   MT  0.99991550   +0 16 33.3
 KV3423;SPC NJ       -   757,768.09    608,563.85   sFT  0.99991550   +0 16 33.3
 KV3423;UTM  18      - 4,529,503.664   577,586.453   MT  0.99967409   +0 36 12.3
 KV3423
 KV3423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3423!SPC NJ       -   1.00000314  x   0.99991550  =   0.99991864
 KV3423!UTM  18      -   1.00000314  x   0.99967409  =   0.99967723
 KV3423
 KV3423                          SUPERSEDED SURVEY CONTROL
 KV3423
 KV3423  NAD 83(1996)-  40 54 46.66385(N)    074 04 43.26054(W) AD(       ) 1
 KV3423  NAD 83(1996)-  40 54 46.66299(N)    074 04 43.26138(W) AD(       ) 1
 KV3423  NAD 83(1992)-  40 54 46.66004(N)    074 04 43.26265(W) AD(       ) 1
 KV3423  ELLIP H (04/30/95)  -20.07   (m)                       GP(       ) 3 2
 KV3423  NAD 83(1986)-  40 54 46.66225(N)    074 04 43.26233(W) AD(       ) 1
 KV3423  NAVD 88 (11/16/93)   11.91   (m)           39.1    (f) LEVELING    3  
 KV3423  NGVD 29 (??/??/??)   12.212  (m)           40.07   (f) ADJUSTED    1 2
 KV3423
 KV3423.Superseded values are not recommended for survey control.
 KV3423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3423.See file dsdata.txt to determine how the superseded data were derived.
 KV3423
 KV3423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7758629504(NAD 83)
 KV3423_MARKER: DV = VERTICAL CONTROL DISK
 KV3423_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KV3423_SP_SET: STAINLESS STEEL ROD
 KV3423_STAMPING: M 101 1979
 KV3423_MARK LOGO: NGS   
 KV3423_PROJECTION: FLUSH
 KV3423_MAGNETIC: I = MARKER IS A STEEL ROD
 KV3423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3423+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2006
 KV3423_ROD/PIPE-DEPTH: 15.9 meters
 KV3423_SLEEVE-DEPTH  : 0.1 meters
 KV3423
 KV3423  HISTORY     - Date     Condition        Report By
 KV3423  HISTORY     - 1979     MONUMENTED       NGS
 KV3423  HISTORY     - 19920219 GOOD             NJGS
 KV3423  HISTORY     - 19940520 GOOD             NJGS
 KV3423  HISTORY     - 20010731 GOOD             STEWRT
 KV3423  HISTORY     - 20021003 GOOD             INDIV
 KV3423  HISTORY     - 20060403 GOOD             MACDEL
 KV3423
 KV3423                          STATION DESCRIPTION
 KV3423
 KV3423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3423'2.75 MI NE FROM HACKENSACK.
 KV3423'0.65 MILE NORTHEAST ALONG FIRST STREET FROM THE HACKENSACK HIGH
 KV3423'SCHOOL OVERPASS AT HACKENSACK, THENCE 2.1 MILES NORTHWEST ALONG
 KV3423'PASSAIC STREET, 0.65 MILE SOUTHEAST OF THE GARDEN STATE PARKWAY
 KV3423'OVERPASS, AT THE EAST CORNER OF A SMALL CONCRETE BRIDGE OVER SPROUT
 KV3423'BROOK, 37.0 FEET NORTHEAST OF THE CENTER LINE OF THE STREET, 72.0 FEET
 KV3423'SOUTHWEST OF THE WEST END OF A 30-INCH CONCRETE CULVERT, 15.5 FEET
 KV3423'NORTHWEST OF THE CENTER LINE OF THE ASPHALT ENTRANCE TO THE TELEPHONE
 KV3423'COMPANY PARKING LOT, 11.8 FEET NORTHEAST OF THE EAST CORNER OF THE
 KV3423'BRIDGE.
 KV3423'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 KV3423'THE MARK IS ABOVE LEVEL WITH STREET.
 KV3423
 KV3423                          STATION RECOVERY (1992)
 KV3423
 KV3423'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV3423'STATION IS LOCATED IN THE BOROUGH OF ROCHELLE PARK ON THE NORTHWEST
 KV3423'SIDE OF WEST PASSAIC STREET, JUST SOUTHEAST OF A SMALL CONCRETE
 KV3423'BRIDGE OVER SPROUT BROOK AND LOCATED AT THE NORTHWEST END OF THE
 KV3423'GROUNDS OF THE A T AND T COMMUNICATIONS COMPLEX, 120 WEST PASSAIC
 KV3423'STREET.  TO REACH THE STATION FROM THE JUNCTION OF THE EXIT RAMP FROM
 KV3423'EXIT 160 OF THE GARDEN STATE PARKWAY AND WEST PASSAIC STREET, GO
 KV3423'SOUTHEAST ON WEST PASSAIC STREET FOR 0.6 MI (1.0 KM) TO THE WESTERLY
 KV3423'ENTRANCE DRIVE FOR THE COMPLEX PARKING LOT, ADJACENT TO THE BRIDGE
 KV3423'OVER SPROUT BROOK AND THE STATION ON THE LEFT.  THE STATION IS 3.7 M
 KV3423'(12.1 FT) EAST FROM THE SOUTHEAST CORNER OF THE SOUTH END OF THE EAST
 KV3423'CONCRETE BALUSTRADE, 7.1 M (23.3 FT) SOUTH FROM POLE NUMBER 60905 RP,
 KV3423'11.6 M (38.1 FT) NORTHEAST FROM THE CENTERLINE OF WEST PASSAIC
 KV3423'STREET, 1.7 M (5.6 FT) WEST NORTHWEST FROM THE WEST EDGE OF THE WEST
 KV3423'ENTRANCE DRIVE INTO THE COMPLEX, 17.6 M (57.7 FT) NORTH NORTHWEST
 KV3423'FROM A FIRE HYDRANT AND 0.6 M (2.0 FT) WEST FROM A STOP SIGN WITH A
 KV3423'METAL WITNESS SIGN ATTACHED.
 KV3423
 KV3423                          STATION RECOVERY (1994)
 KV3423
 KV3423'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 KV3423'THE STAION IS LOCATED IN THE BOROUGH OF ROCHELLE PARK ON THE NORTHWEST
 KV3423'SIDE OF WEST PASSAIC STREET, JUST SOUTHEAST OF A SMALL CONCRETE BRIDGE
 KV3423'OVER SPROUT BROOK AND LOCATED AT THE NORTHWEST END OF THE GROUNDS OF
 KV3423'THE A T AND T COMMUNICATIONS COMPLEX, 120 WEST PASSAIC STREET.  TO
 KV3423'REACH THE STATION FROM THE JUNCTION OF THE EXIT RAMP FROM EXIT 160 OF
 KV3423'THE GARDEN STATE PARKWAY AND WEST PASSAIC STREET, GO SOUTHEAST ON WEST
 KV3423'PASSAIC STREET FOR 0.6 MI (1.0 KM) TO THE WESTERLY ENTRANCE DRIVE FOR
 KV3423'THE COMPLEX PARKING LOT, ADJACENT TO THE BRIDGE OVER SPROUT BROOK AND
 KV3423'THE STATION ON THE LEFT.  THE STATION IS 3.7 M (12.1 FT) EAST FROM THE
 KV3423'SOUTHEAST CORNER OF THE SOUTH END OF THE EAST CONCRETE BALUSTRADE, 7.1
 KV3423'M (23.3 FT) SOUTH FROM POLE NUMBER 60905 RP, 11.6 M (38.1 FT)
 KV3423'NORTHEAST FROM THE CENTERLINE OF WEST PASSAIC STREET, 1.7 M (5.6 FT)
 KV3423'WEST NORTHWEST FROM THE WEST EDGE OF THE WEST ENTRANCE DRIVE INTO THE
 KV3423'COMPLEX AND 17.6 M (57.7 FT) NORTH NORTHWEST FROM A FIRE HYDRANT.
 KV3423
 KV3423                          STATION RECOVERY (2001)
 KV3423
 KV3423'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2001 (JMS)
 KV3423'RECOVERED IN GOOD CONDITION.
 KV3423
 KV3423                          STATION RECOVERY (2002)
 KV3423
 KV3423'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FP)
 KV3423'RECOVERED AS DESCRIBED BY MACDEL ENGINEERING, P.C.
 KV3423
 KV3423                          STATION RECOVERY (2006)
 KV3423
 KV3423'RECOVERY NOTE BY MACDEL ENGINEERING 2006 (JM)
 KV3423'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2237 ***********************************************************************
 LY2237  DESIGNATION -  M 102
 LY2237  PID         -  LY2237
 LY2237  STATE/COUNTY-  NJ/PASSAIC
 LY2237  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY2237
 LY2237                         *CURRENT SURVEY CONTROL
 LY2237  ___________________________________________________________________
 LY2237* NAD 83(1986)-  41 00 57.     (N)    074 23 22.     (W)     SCALED    
 LY2237* NAVD 88     -       167.632  (meters)     549.97   (feet)  ADJUSTED  
 LY2237  ___________________________________________________________________
 LY2237  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LY2237  DYNAMIC HT  -         167.560 (meters)     549.74  (feet)  COMP
 LY2237  MODELED GRAV-     980,193.4   (mgal)                       NAVD 88
 LY2237
 LY2237  VERT ORDER  -  FIRST     CLASS II
 LY2237
 LY2237.The horizontal coordinates were scaled from a topographic map and have
 LY2237.an estimated accuracy of +/- 6 seconds.
 LY2237
 LY2237.The orthometric height was determined by differential leveling
 LY2237.and adjusted by the National Geodetic Survey in June 1991..
 LY2237
 LY2237.The geoid height was determined by GEOID03.
 LY2237
 LY2237.The dynamic height is computed by dividing the NAVD 88
 LY2237.geopotential number by the normal gravity value computed on the
 LY2237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2237.degrees latitude (g = 980.6199 gals.).
 LY2237
 LY2237.The modeled gravity was interpolated from observed gravity values.
 LY2237
 LY2237;                    North         East    Units  Estimated Accuracy
 LY2237;SPC NJ       -   242,310.      159,300.      MT  (+/- 180 meters Scaled)
 LY2237
 LY2237                          SUPERSEDED SURVEY CONTROL
 LY2237
 LY2237  NGVD 29 (??/??/92)  167.942  (m)          550.99   (f) ADJ UNCH    1 2
 LY2237
 LY2237.Superseded values are not recommended for survey control.
 LY2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2237.See file dsdata.txt to determine how the superseded data were derived.
 LY2237
 LY2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL513406(NAD 83)
 LY2237_MARKER: DV = VERTICAL CONTROL DISK
 LY2237_SETTING: 66 = SET IN ROCK OUTCROP
 LY2237_SP_SET: ROCK OUTCROP
 LY2237_STAMPING: M 102 1979
 LY2237_MARK LOGO: NGS   
 LY2237_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2237+STABILITY: POSITION/ELEVATION WELL
 LY2237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2237+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1994
 LY2237
 LY2237  HISTORY     - Date     Condition        Report By
 LY2237  HISTORY     - 1979     MONUMENTED       NGS
 LY2237  HISTORY     - 19940608 GOOD             NJGS
 LY2237
 LY2237                          STATION DESCRIPTION
 LY2237
 LY2237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2237'3.7 MI NW FROM BLOOMINGDALE.
 LY2237'2.55 MILES NORTHWEST ALONG HAMBURG TURNPIKE FROM THE POST OFFICE AT
 LY2237'BLOOMINGDALE, THENCE 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 23 TO
 LY2237'THE JUNCTION OF FOREST HILL PARK ROAD, IN THE BASE OF A ROCKCUT ON THE
 LY2237'EAST SIDE OF FOREST HILL PARK ROAD, 139 FEET NORTH OF THE CENTER LINE
 LY2237'OF THE NORTHBOUND LANE OF THE HIGHWAY, 126 FEET NORTH OF POWER POLE
 LY2237'WD262.11MV, 31 FEET EAST OF THE CENTER LINE OF THE ROAD.
 LY2237'THE MARK IS 1 FT  S FROM A WITNESS POST.
 LY2237'THE MARK IS ABOVE LEVEL WITH ROAD.
 LY2237
 LY2237                          STATION RECOVERY (1994)
 LY2237
 LY2237'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 LY2237'RECOVERED AS DESCRIBED.  THE NAME OF FOREST HILL PARK ROAD HAS BEEN
 LY2237'CHANGED TO GERMANTOWN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3447 ***********************************************************************
 KV3447  DESIGNATION -  M 103
 KV3447  PID         -  KV3447
 KV3447  STATE/COUNTY-  NJ/BERGEN
 KV3447  USGS QUAD   -  PATERSON (1995)
 KV3447
 KV3447                         *CURRENT SURVEY CONTROL
 KV3447  ___________________________________________________________________
 KV3447* NAD 83(1986)-  40 57 16.     (N)    074 08 29.     (W)     SCALED    
 KV3447* NAVD 88     -        20.980  (meters)      68.83   (feet)  ADJUSTED  
 KV3447  ___________________________________________________________________
 KV3447  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KV3447  DYNAMIC HT  -          20.971 (meters)      68.80  (feet)  COMP
 KV3447  MODELED GRAV-     980,222.1   (mgal)                       NAVD 88
 KV3447
 KV3447  VERT ORDER  -  FIRST     CLASS II
 KV3447
 KV3447.The horizontal coordinates were scaled from a topographic map and have
 KV3447.an estimated accuracy of +/- 6 seconds.
 KV3447
 KV3447.The orthometric height was determined by differential leveling
 KV3447.and adjusted by the National Geodetic Survey in June 1991..
 KV3447
 KV3447.The geoid height was determined by GEOID03.
 KV3447
 KV3447.The dynamic height is computed by dividing the NAVD 88
 KV3447.geopotential number by the normal gravity value computed on the
 KV3447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3447.degrees latitude (g = 980.6199 gals.).
 KV3447
 KV3447.The modeled gravity was interpolated from observed gravity values.
 KV3447
 KV3447;                    North         East    Units  Estimated Accuracy
 KV3447;SPC NJ       -   235,550.      180,190.      MT  (+/- 180 meters Scaled)
 KV3447
 KV3447                          SUPERSEDED SURVEY CONTROL
 KV3447
 KV3447  NGVD 29 (??/??/??)   21.289  (m)           69.85   (f) ADJUSTED    1 2
 KV3447
 KV3447.Superseded values are not recommended for survey control.
 KV3447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3447.See file dsdata.txt to determine how the superseded data were derived.
 KV3447
 KV3447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL722340(NAD 83)
 KV3447_MARKER: DB = BENCH MARK DISK
 KV3447_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV3447_SP_SET: CONCRETE PIER
 KV3447_STAMPING: M 103 1979
 KV3447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3447
 KV3447  HISTORY     - Date     Condition        Report By
 KV3447  HISTORY     - 1979     MONUMENTED       NGS
 KV3447  HISTORY     - 1990     GOOD             USPSQD
 KV3447
 KV3447                          STATION DESCRIPTION
 KV3447
 KV3447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3447'IN GLEN ROCK.
 KV3447'AT GLEN ROCK, ON THE ERIE RAILROAD, IN THE SOUTHEAST FACE OF THE
 KV3447'SOUTHWEST ONE OF THREE COLUMNS OF THE FIRST PIER NORTHWEST OF THE
 KV3447'TRACKS, UNDER THE NORTHWEST BOUND SPAN OF A STATE ROUTE 208 OVERPASS,
 KV3447'5 FEET ABOVE GROUND, 23.8 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 KV3447'THE TRACKS.
 KV3447'THE MARK IS 2 FT BELOW RAILROAD.
 KV3447
 KV3447                          STATION RECOVERY (1990)
 KV3447
 KV3447'RECOVERY NOTE BY US POWER SQUADRON 1990 (AK)
 KV3447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0070 ***********************************************************************
 KV0070  DESIGNATION -  M 11
 KV0070  PID         -  KV0070
 KV0070  STATE/COUNTY-  NJ/UNION
 KV0070  USGS QUAD   -  ELIZABETH (1995)
 KV0070
 KV0070                         *CURRENT SURVEY CONTROL
 KV0070  ___________________________________________________________________
 KV0070* NAD 83(1986)-  40 40 03.     (N)    074 12 56.     (W)     SCALED    
 KV0070* NAVD 88     -         6.005  (meters)      19.70   (feet)  ADJUSTED  
 KV0070  ___________________________________________________________________
 KV0070  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV0070  DYNAMIC HT  -           6.003 (meters)      19.69  (feet)  COMP
 KV0070  MODELED GRAV-     980,217.8   (mgal)                       NAVD 88
 KV0070
 KV0070  VERT ORDER  -  FIRST     CLASS I
 KV0070
 KV0070.The horizontal coordinates were scaled from a topographic map and have
 KV0070.an estimated accuracy of +/- 6 seconds.
 KV0070
 KV0070.The orthometric height was determined by differential leveling
 KV0070.and adjusted by the National Geodetic Survey in June 1991..
 KV0070
 KV0070.The geoid height was determined by GEOID03.
 KV0070
 KV0070.The dynamic height is computed by dividing the NAVD 88
 KV0070.geopotential number by the normal gravity value computed on the
 KV0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0070.degrees latitude (g = 980.6199 gals.).
 KV0070
 KV0070.The modeled gravity was interpolated from observed gravity values.
 KV0070
 KV0070;                    North         East    Units  Estimated Accuracy
 KV0070;SPC NJ       -   203,670.      174,050.      MT  (+/- 180 meters Scaled)
 KV0070
 KV0070                          SUPERSEDED SURVEY CONTROL
 KV0070
 KV0070  NGVD 29 (04/16/92)    6.339  (m)           20.80   (f) ADJUSTED    1 1
 KV0070
 KV0070.Superseded values are not recommended for survey control.
 KV0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0070.See file dsdata.txt to determine how the superseded data were derived.
 KV0070
 KV0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL663021(NAD 83)
 KV0070_MARKER: DB = BENCH MARK DISK
 KV0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0070_SP_SET: ABUTMENT
 KV0070_STAMPING: M 11 1933 20.817
 KV0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0070
 KV0070  HISTORY     - Date     Condition        Report By
 KV0070  HISTORY     - 1933     MONUMENTED       CGS
 KV0070  HISTORY     - 1965     GOOD             CGS
 KV0070  HISTORY     - 1969     GOOD             CGS
 KV0070  HISTORY     - 1976     GOOD             NGS
 KV0070  HISTORY     - 1982     GOOD             NJGS
 KV0070  HISTORY     - 19940623 GOOD             USPSQD
 KV0070  HISTORY     - 20010405 GOOD             USPSQD
 KV0070
 KV0070                          STATION DESCRIPTION
 KV0070
 KV0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0070'AT ELIZABETH.
 KV0070'AT ELIZABETH, NEAR THE INTERSECTION OF NORTH BROAD STREET AND EAST
 KV0070'BROAD STREET, SET VERTICALLY IN THE NORTHEAST FACE OF THE SOUTHWEST
 KV0070'MAIN ABUTMENT OF THE PENNSYLVANIA RAILROAD OVERPASS OVER BOTH
 KV0070'STREETS, 21.4 FEET SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT,
 KV0070'9.8 FEET SOUTHWEST OF THE SOUTHWEST CURB OF BOTH STREETS AND ABOUT
 KV0070'3.4 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 KV0070
 KV0070                          STATION RECOVERY (1969)
 KV0070
 KV0070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KV0070'RECOVERED IN GOOD CONDITION.
 KV0070
 KV0070                          STATION RECOVERY (1976)
 KV0070
 KV0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KV0070'RECOVERED IN GOOD CONDITION.
 KV0070
 KV0070                          STATION RECOVERY (1982)
 KV0070
 KV0070'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1982
 KV0070'RECOVERED IN GOOD CONDITION.
 KV0070
 KV0070                          STATION RECOVERY (1994)
 KV0070
 KV0070'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0070'RECOVERED IN GOOD CONDITION.
 KV0070
 KV0070                          STATION RECOVERY (2001)
 KV0070
 KV0070'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0149 ***********************************************************************
 KV0149  DESIGNATION -  M 12
 KV0149  PID         -  KV0149
 KV0149  STATE/COUNTY-  NJ/BERGEN
 KV0149  USGS QUAD   -  HACKENSACK (1997)
 KV0149
 KV0149                         *CURRENT SURVEY CONTROL
 KV0149  ___________________________________________________________________
 KV0149* NAD 83(1986)-  40 55 28.     (N)    074 05 23.     (W)     SCALED    
 KV0149* NAVD 88     -        16.405  (meters)      53.82   (feet)  ADJUSTED  
 KV0149  ___________________________________________________________________
 KV0149  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KV0149  DYNAMIC HT  -          16.399 (meters)      53.80  (feet)  COMP
 KV0149  MODELED GRAV-     980,231.4   (mgal)                       NAVD 88
 KV0149
 KV0149  VERT ORDER  -  FIRST     CLASS II
 KV0149
 KV0149.The horizontal coordinates were scaled from a topographic map and have
 KV0149.an estimated accuracy of +/- 6 seconds.
 KV0149
 KV0149.The orthometric height was determined by differential leveling
 KV0149.and adjusted by the National Geodetic Survey in June 1991..
 KV0149
 KV0149.The geoid height was determined by GEOID03.
 KV0149
 KV0149.The dynamic height is computed by dividing the NAVD 88
 KV0149.geopotential number by the normal gravity value computed on the
 KV0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0149.degrees latitude (g = 980.6199 gals.).
 KV0149
 KV0149.The modeled gravity was interpolated from observed gravity values.
 KV0149
 KV0149;                    North         East    Units  Estimated Accuracy
 KV0149;SPC NJ       -   232,240.      184,560.      MT  (+/- 180 meters Scaled)
 KV0149
 KV0149                          SUPERSEDED SURVEY CONTROL
 KV0149
 KV0149  NGVD 29 (??/??/??)   16.711  (m)           54.83   (f) ADJUSTED    1 2
 KV0149
 KV0149.Superseded values are not recommended for survey control.
 KV0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0149.See file dsdata.txt to determine how the superseded data were derived.
 KV0149
 KV0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL766307(NAD 83)
 KV0149_MARKER: DB = BENCH MARK DISK
 KV0149_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0149_SP_SET: BALUSTRADE
 KV0149_STAMPING: M 12 1933 54.793
 KV0149_MARK LOGO: CGS   
 KV0149_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0149+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1992
 KV0149
 KV0149  HISTORY     - Date     Condition        Report By
 KV0149  HISTORY     - 1933     MONUMENTED       CGS
 KV0149  HISTORY     - 1934     GOOD             CGS
 KV0149  HISTORY     - 1979     POOR             NGS
 KV0149  HISTORY     - 19920219 POOR             NJGS
 KV0149  HISTORY     - 20060625 GOOD             GEOCAC
 KV0149
 KV0149                          STATION DESCRIPTION
 KV0149
 KV0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0149'AT ARCOLA.
 KV0149'AT ARCOLA, BERGEN COUNTY, ON COUNTY HIGHWAY 62, 200 YARDS SOUTH
 KV0149'OF STATE HIGHWAY 4, AT THE HIGHWAY BRIDGE OVER SADDLE RIVER, IN
 KV0149'THE TOP OF THE EAST END OF THE SOUTH BALUSTRADE, 24 FEET SOUTH
 KV0149'OF THE CENTERLINE OF COUNTY HIGHWAY 62, AND ABOUT 4 FEET HIGHER
 KV0149'THAN THE SIDEWALK.  A STANDARD DISK, STAMPED 54.793 M 12 1933.
 KV0149
 KV0149                          STATION RECOVERY (1979)
 KV0149
 KV0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0149'MARK RECOVERED IN POOR CONDITION.
 KV0149
 KV0149                          STATION RECOVERY (1992)
 KV0149
 KV0149'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KV0149'RECOVERED AS DESCRIBED.
 KV0149
 KV0149                          STATION RECOVERY (2006)
 KV0149
 KV0149'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0149'DISK IS SLGHTLY SCARRED, BUT IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0415 ***********************************************************************
 LY0415  DESIGNATION -  M 13
 LY0415  PID         -  LY0415
 LY0415  STATE/COUNTY-  NJ/MORRIS
 LY0415  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY0415
 LY0415                         *CURRENT SURVEY CONTROL
 LY0415  ___________________________________________________________________
 LY0415* NAD 83(1986)-  41 02 55.     (N)    074 26 40.     (W)     SCALED    
 LY0415* NAVD 88     -       236.799  (meters)     776.90   (feet)  ADJUSTED  
 LY0415  ___________________________________________________________________
 LY0415  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 LY0415  DYNAMIC HT  -         236.693 (meters)     776.55  (feet)  COMP
 LY0415  MODELED GRAV-     980,173.9   (mgal)                       NAVD 88
 LY0415
 LY0415  VERT ORDER  -  FIRST     CLASS II
 LY0415
 LY0415.The horizontal coordinates were scaled from a topographic map and have
 LY0415.an estimated accuracy of +/- 6 seconds.
 LY0415
 LY0415.The orthometric height was determined by differential leveling
 LY0415.and adjusted by the National Geodetic Survey in June 1991..
 LY0415
 LY0415.The geoid height was determined by GEOID03.
 LY0415
 LY0415.The dynamic height is computed by dividing the NAVD 88
 LY0415.geopotential number by the normal gravity value computed on the
 LY0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0415.degrees latitude (g = 980.6199 gals.).
 LY0415
 LY0415.The modeled gravity was interpolated from observed gravity values.
 LY0415
 LY0415;                    North         East    Units  Estimated Accuracy
 LY0415;SPC NJ       -   245,950.      154,670.      MT  (+/- 180 meters Scaled)
 LY0415
 LY0415                          SUPERSEDED SURVEY CONTROL
 LY0415
 LY0415  NGVD 29 (??/??/92)  237.001  (m)          777.56   (f) ADJ UNCH    1 2
 LY0415
 LY0415.Superseded values are not recommended for survey control.
 LY0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0415.See file dsdata.txt to determine how the superseded data were derived.
 LY0415
 LY0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL466443(NAD 83)
 LY0415_MARKER: DB = BENCH MARK DISK
 LY0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0415_SP_SET: CONCRETE POST
 LY0415_STAMPING: M 13 777.561 1933
 LY0415_MARK LOGO: CGS   
 LY0415_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0415+STABILITY: SURFACE MOTION
 LY0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0415+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1991
 LY0415
 LY0415  HISTORY     - Date     Condition        Report By
 LY0415  HISTORY     - 1933     MONUMENTED       CGS
 LY0415  HISTORY     - 1942     GOOD             NGS
 LY0415  HISTORY     - 1979     MARK NOT FOUND   NGS
 LY0415  HISTORY     - 19910712 SEE DESCRIPTION  NJGS
 LY0415
 LY0415                          STATION DESCRIPTION
 LY0415
 LY0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0415'AT NEWFOUNDLAND.
 LY0415'AT NEWFOUNDLAND, MORRIS COUNTY, 55 FEET NORTHWEST OF THE NORTHWEST
 LY0415'CORNER OF THE NEW YORK, SUSQUEHANNA AND WESTERN RAILROAD STATION,
 LY0415'89 FEET NORTHEAST OF THE RAILROAD WATER TANK, 70 FEET NORTH
 LY0415'OF THE NORTH RAIL, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 LY0415'STAMPED 777.561 M 13 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LY0415
 LY0415                          STATION RECOVERY (1979)
 LY0415
 LY0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0415'NOT RECOVERED.
 LY0415
 LY0415                          STATION RECOVERY (1991)
 LY0415
 LY0415'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 LY0415'THE STATION WAS SEARCHED FOR AND NOT RECOVERED. THE STATION IS
 LY0415'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0516 ***********************************************************************
 KV0516  DESIGNATION -  M 14
 KV0516  PID         -  KV0516
 KV0516  STATE/COUNTY-  NJ/BERGEN
 KV0516  USGS QUAD   -  HACKENSACK (1997)
 KV0516
 KV0516                         *CURRENT SURVEY CONTROL
 KV0516  ___________________________________________________________________
 KV0516* NAD 83(1986)-  40 58 53.     (N)    074 07 14.     (W)     SCALED    
 KV0516* NAVD 88     -        43.572  (meters)     142.95   (feet)  ADJUSTED  
 KV0516  ___________________________________________________________________
 KV0516  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KV0516  DYNAMIC HT  -          43.555 (meters)     142.90  (feet)  COMP
 KV0516  MODELED GRAV-     980,224.5   (mgal)                       NAVD 88
 KV0516
 KV0516  VERT ORDER  -  FIRST     CLASS II
 KV0516
 KV0516.The horizontal coordinates were scaled from a topographic map and have
 KV0516.an estimated accuracy of +/- 6 seconds.
 KV0516
 KV0516.The orthometric height was determined by differential leveling
 KV0516.and adjusted by the National Geodetic Survey in June 1991..
 KV0516
 KV0516.The geoid height was determined by GEOID03.
 KV0516
 KV0516.The dynamic height is computed by dividing the NAVD 88
 KV0516.geopotential number by the normal gravity value computed on the
 KV0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0516.degrees latitude (g = 980.6199 gals.).
 KV0516
 KV0516.The modeled gravity was interpolated from observed gravity values.
 KV0516
 KV0516;                    North         East    Units  Estimated Accuracy
 KV0516;SPC NJ       -   238,550.      181,930.      MT  (+/- 180 meters Scaled)
 KV0516
 KV0516                          SUPERSEDED SURVEY CONTROL
 KV0516
 KV0516  NGVD 29 (??/??/??)   43.881  (m)          143.97   (f) ADJUSTED    1 2
 KV0516
 KV0516.Superseded values are not recommended for survey control.
 KV0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0516.See file dsdata.txt to determine how the superseded data were derived.
 KV0516
 KV0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL739370(NAD 83)
 KV0516_MARKER: DB = BENCH MARK DISK
 KV0516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0516_SP_SET: CONC RAILING
 KV0516_STAMPING: M 14 1933
 KV0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0516+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2006
 KV0516
 KV0516  HISTORY     - Date     Condition        Report By
 KV0516  HISTORY     - 1933     MONUMENTED       CGS
 KV0516  HISTORY     - 1979     GOOD             NGS
 KV0516  HISTORY     - 19940825 GOOD             USPSQD
 KV0516  HISTORY     - 20060625 GOOD             GEOCAC
 KV0516
 KV0516                          STATION DESCRIPTION
 KV0516
 KV0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KV0516'AT RIDGEWOOD.
 KV0516'AT RIDGEWOOD, BERGEN COUNTY, ON THE ERIE LACKAWANNA RAILROAD,
 KV0516'150 FEET NORTH OF THE EAST ENTRANCE TO THE STATION, 43 YARDS
 KV0516'SOUTH OF MILEPOST JC 21, 5 YARDS EAST OF THE CENTERLINE OF THE
 KV0516'NORTH-BOUND TRACK, IN THE END OF THE CONCRETE RAILING OF THE
 KV0516'STATION WALK, AND ABOUT 3 FEET ABOVE THE PLATFORM.  A STANDARD
 KV0516'DISK, STAMPED M 14 1933 AND SET VERTICALLY.  NOTE-- THE DELAWARE,
 KV0516'LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV0516'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV0516
 KV0516                          STATION RECOVERY (1979)
 KV0516
 KV0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0516'RECOVERED IN GOOD CONDITION.
 KV0516
 KV0516                          STATION RECOVERY (1994)
 KV0516
 KV0516'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0516'RECOVERED IN GOOD CONDITION.
 KV0516
 KV0516                          STATION RECOVERY (2006)
 KV0516
 KV0516'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1277 ***********************************************************************
 KV1277  DESIGNATION -  M 15
 KV1277  PID         -  KV1277
 KV1277  STATE/COUNTY-  NJ/WARREN
 KV1277  USGS QUAD   -  WASHINGTON (1976)
 KV1277
 KV1277                         *CURRENT SURVEY CONTROL
 KV1277  ___________________________________________________________________
 KV1277* NAD 83(1986)-  40 49 08.     (N)    074 52 35.     (W)     SCALED    
 KV1277* NAVD 88     -       180.280  (meters)     591.47   (feet)  ADJUSTED  
 KV1277  ___________________________________________________________________
 KV1277  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KV1277  DYNAMIC HT  -         180.197 (meters)     591.20  (feet)  COMP
 KV1277  MODELED GRAV-     980,157.0   (mgal)                       NAVD 88
 KV1277
 KV1277  VERT ORDER  -  SECOND    CLASS 0
 KV1277
 KV1277.The horizontal coordinates were scaled from a topographic map and have
 KV1277.an estimated accuracy of +/- 6 seconds.
 KV1277
 KV1277.The orthometric height was determined by differential leveling
 KV1277.and adjusted by the National Geodetic Survey in September 1996..
 KV1277
 KV1277.The geoid height was determined by GEOID03.
 KV1277
 KV1277.The dynamic height is computed by dividing the NAVD 88
 KV1277.geopotential number by the normal gravity value computed on the
 KV1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1277.degrees latitude (g = 980.6199 gals.).
 KV1277
 KV1277.The modeled gravity was interpolated from observed gravity values.
 KV1277
 KV1277;                    North         East    Units  Estimated Accuracy
 KV1277;SPC NJ       -   220,510.      118,250.      MT  (+/- 180 meters Scaled)
 KV1277
 KV1277                          SUPERSEDED SURVEY CONTROL
 KV1277
 KV1277  NAVD 88 (06/15/91)  180.253  (m)          591.38   (f) UNKNOWN     2 0
 KV1277  NGVD 29 (??/??/??)  180.470  (m)          592.09   (f) ADJUSTED    2 0
 KV1277
 KV1277.Superseded values are not recommended for survey control.
 KV1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1277.See file dsdata.txt to determine how the superseded data were derived.
 KV1277
 KV1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL104186(NAD 83)
 KV1277_MARKER: DB = BENCH MARK DISK
 KV1277_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1277_SP_SET: HEADWALL
 KV1277_STAMPING: M 15 1933 592.092
 KV1277_MARK LOGO: CGS   
 KV1277_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1277+STABILITY: SURFACE MOTION
 KV1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1277+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1995
 KV1277
 KV1277  HISTORY     - Date     Condition        Report By
 KV1277  HISTORY     - 1933     MONUMENTED       CGS
 KV1277  HISTORY     - 1934     GOOD             CGS
 KV1277  HISTORY     - 19950427 GOOD             NJGS
 KV1277  HISTORY     - 20060703 GOOD             GEOCAC
 KV1277
 KV1277                          STATION DESCRIPTION
 KV1277
 KV1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV1277'3.5 MI SW FROM HACKETTSTOWN.
 KV1277'3.5 MILES SOUTHWEST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1277'RAILROAD FROM THE STATION AT HACKETTSTOWN, WARREN COUNTY, 33
 KV1277'RAILS SOUTHWEST OF A CROSSING, 16 1/2 RAILS SOUTHWEST OF MILEPOST
 KV1277'60, 5 RAILS WEST OF AUTOMATIC SIGNAL 60.2, AT A CONCRETE CATTLE
 KV1277'PASS, IN THE TOP OF THE EAST END OF THE NORTH HEADWALL, 8 YARDS
 KV1277'NORTH OF THE WEST-BOUND MAIN TRACK, AND ABOUT LEVEL WITH THE
 KV1277'TRACK.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS
 KV1277'NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE
 KV1277'ERIE LACKAWANNA RAILROAD.
 KV1277
 KV1277                          STATION RECOVERY (1995)
 KV1277
 KV1277'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1277'RECOVERED AS DESCRIBED.
 KV1277
 KV1277                          STATION RECOVERY (2006)
 KV1277
 KV1277'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV1277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1572 ***********************************************************************
 KV1572  DESIGNATION -  M 18
 KV1572  PID         -  KV1572
 KV1572  STATE/COUNTY-  NJ/WARREN
 KV1572  USGS QUAD   -  PORTLAND (1997)
 KV1572
 KV1572                         *CURRENT SURVEY CONTROL
 KV1572  ___________________________________________________________________
 KV1572* NAD 83(1986)-  40 57 33.     (N)    075 01 15.     (W)     SCALED    
 KV1572* NAVD 88     -       143.819  (meters)     471.85   (feet)  ADJUSTED  
 KV1572  ___________________________________________________________________
 KV1572  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KV1572  DYNAMIC HT  -         143.755 (meters)     471.64  (feet)  COMP
 KV1572  MODELED GRAV-     980,175.8   (mgal)                       NAVD 88
 KV1572
 KV1572  VERT ORDER  -  SECOND    CLASS 0
 KV1572
 KV1572.The horizontal coordinates were scaled from a topographic map and have
 KV1572.an estimated accuracy of +/- 6 seconds.
 KV1572
 KV1572.The orthometric height was determined by differential leveling
 KV1572.and adjusted by the National Geodetic Survey in June 1991..
 KV1572
 KV1572.The geoid height was determined by GEOID03.
 KV1572
 KV1572.The dynamic height is computed by dividing the NAVD 88
 KV1572.geopotential number by the normal gravity value computed on the
 KV1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1572.degrees latitude (g = 980.6199 gals.).
 KV1572
 KV1572.The modeled gravity was interpolated from observed gravity values.
 KV1572
 KV1572;                    North         East    Units  Estimated Accuracy
 KV1572;SPC NJ       -   236,140.      106,160.      MT  (+/- 180 meters Scaled)
 KV1572
 KV1572                          SUPERSEDED SURVEY CONTROL
 KV1572
 KV1572  NGVD 29 (??/??/??)  144.017  (m)          472.50   (f) ADJUSTED    2 0
 KV1572
 KV1572.Superseded values are not recommended for survey control.
 KV1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1572.See file dsdata.txt to determine how the superseded data were derived.
 KV1572
 KV1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL982342(NAD 83)
 KV1572_MARKER: DB = BENCH MARK DISK
 KV1572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1572_SP_SET: SIGNAL MAST BASE
 KV1572_STAMPING: M 18 1935
 KV1572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1572
 KV1572  HISTORY     - Date     Condition        Report By
 KV1572  HISTORY     - 1935     MONUMENTED       CGS
 KV1572  HISTORY     - 1955     GOOD             CGS
 KV1572  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 KV1572
 KV1572                          STATION DESCRIPTION
 KV1572
 KV1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KV1572'2.4 MI E FROM HAINESBURG.
 KV1572'2.4 MILES EAST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1572'RAILROAD FROM THE EAST END OF THE PAULINS KILL BRIDGE AT
 KV1572'HAINESBURG, WARREN COUNTY, AT THE EAST END OF A CUT, AT
 KV1572'SECTION-HOUSE SIGNAL MAST 685, AND IN THE TOP OF THE CONCRETE
 KV1572'BASE.  A STANDARD DISK, STAMPED M 18 1935.
 KV1572
 KV1572                          STATION RECOVERY (1977)
 KV1572
 KV1572'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 KV1572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0985 ***********************************************************************
 KV0985  DESIGNATION -  M 2
 KV0985  PID         -  KV0985
 KV0985  STATE/COUNTY-  NJ/MERCER
 KV0985  USGS QUAD   -  PRINCETON (1981)
 KV0985
 KV0985                         *CURRENT SURVEY CONTROL
 KV0985  ___________________________________________________________________
 KV0985* NAD 83(1986)-  40 20 35.     (N)    074 39 32.     (W)     SCALED    
 KV0985* NAVD 88     -        47.147  (meters)     154.68   (feet)  ADJUSTED  
 KV0985  ___________________________________________________________________
 KV0985  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KV0985  DYNAMIC HT  -          47.126 (meters)     154.61  (feet)  COMP
 KV0985  MODELED GRAV-     980,163.5   (mgal)                       NAVD 88
 KV0985
 KV0985  VERT ORDER  -  FIRST     CLASS II
 KV0985
 KV0985.The horizontal coordinates were scaled from a topographic map and have
 KV0985.an estimated accuracy of +/- 6 seconds.
 KV0985
 KV0985.The orthometric height was determined by differential leveling
 KV0985.and adjusted by the National Geodetic Survey in April 1995..
 KV0985
 KV0985.The geoid height was determined by GEOID03.
 KV0985
 KV0985.The dynamic height is computed by dividing the NAVD 88
 KV0985.geopotential number by the normal gravity value computed on the
 KV0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0985.degrees latitude (g = 980.6199 gals.).
 KV0985
 KV0985.The modeled gravity was interpolated from observed gravity values.
 KV0985
 KV0985;                    North         East    Units  Estimated Accuracy
 KV0985;SPC NJ       -   167,620.      136,500.      MT  (+/- 180 meters Scaled)
 KV0985
 KV0985                          SUPERSEDED SURVEY CONTROL
 KV0985
 KV0985  NAVD 88 (??/??/92)   47.166  (m)          154.74   (f) UNKNOWN     1 2
 KV0985  NGVD 29 (01/10/92)   47.477  (m)          155.76   (f) ADJUSTED    1 2
 KV0985
 KV0985.Superseded values are not recommended for survey control.
 KV0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0985.See file dsdata.txt to determine how the superseded data were derived.
 KV0985
 KV0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK289658(NAD 83)
 KV0985_MARKER: DB = BENCH MARK DISK
 KV0985_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV0985_SP_SET: RAILROAD STATION PLATFORM
 KV0985_STAMPING: M 2 1924 155.830
 KV0985_MARK LOGO: CGS   
 KV0985_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0985+STABILITY: SURFACE MOTION
 KV0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0985+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1995
 KV0985
 KV0985  HISTORY     - Date     Condition        Report By
 KV0985  HISTORY     - 1924     MONUMENTED       CGS
 KV0985  HISTORY     - 1956     GOOD             CGS
 KV0985  HISTORY     - 19900522 POOR             NJGS
 KV0985  HISTORY     - 19950405 POOR             NJGS
 KV0985
 KV0985                          STATION DESCRIPTION
 KV0985
 KV0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0985'AT PRINCETON.
 KV0985'AT PRINCETON, ALONG THE PENNSYLVANIA RAILROAD, 9 1/2 RAILS SOUTH
 KV0985'OF THE SOUTH END OF THE STATION, 3 RAILS SOUTH OF THE SOUTH
 KV0985'END OF THE RAILWAY EXPRESS STATION, SET VERTICALLY IN THE
 KV0985'SOUTH FACE AND AT THE EXTREME SOUTH END OF THE STATION PLATFORM,
 KV0985'5.6 FEET WEST OF THE WEST RAIL, 5.2 FEET BELOW THE TOP OF THE
 KV0985'PLATFORM, 0.8 FOOT WEST OF THE SOUTHEAST CORNER OF THE PLATFORM,
 KV0985'0.5 FOOT ABOVE THE GROUND AND ABOUT LEVEL WITH THE RAILROAD BED.
 KV0985
 KV0985                          STATION RECOVERY (1990)
 KV0985
 KV0985'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV0985'THE STATION IS LOCATED IN THE BOROUGH OF PRINCETON, AT THE PRINCETON
 KV0985'TRAIN STATION,  SET VERTICALLY IN THE SOUTH FACE AND AT THE
 KV0985'EXTREME SOUTH END OF THE RAILROAD STATION PASSENGER PLATFORM,
 KV0985'1.7 M (5.6 FT) WEST OF THE WEST RAIL, 1.58 M (5.18 FT) BELOW THE TOP
 KV0985'OF THE PLATFORM, 0.24 M (0.79 FT) WEST OF THE SOUTHEAST CORNER OF THE
 KV0985'PLATFORM AND ABOUT LEVEL WITH THE RAILROAD BED.  THE PLATFORM
 KV0985'FOUNDATION WALL IS CRACKED BUT THE DISK APPEARS SOLID.
 KV0985
 KV0985                          STATION RECOVERY (1995)
 KV0985
 KV0985'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0985'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6449 ***********************************************************************
 KV6449  DESIGNATION -  M 2 RESET
 KV6449  PID         -  KV6449
 KV6449  STATE/COUNTY-  NJ/MERCER
 KV6449  USGS QUAD   -  PRINCETON (1981)
 KV6449
 KV6449                         *CURRENT SURVEY CONTROL
 KV6449  ___________________________________________________________________
 KV6449* NAD 83(1986)-  40 20 34.     (N)    074 39 31.     (W)     SCALED    
 KV6449* NAVD 88     -        47.015  (meters)     154.25   (feet)  ADJUSTED  
 KV6449  ___________________________________________________________________
 KV6449  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KV6449  DYNAMIC HT  -          46.993 (meters)     154.18  (feet)  COMP
 KV6449  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 KV6449
 KV6449  VERT ORDER  -  SECOND    CLASS I
 KV6449
 KV6449.The horizontal coordinates were scaled from a topographic map and have
 KV6449.an estimated accuracy of +/- 6 seconds.
 KV6449
 KV6449.The orthometric height was determined by differential leveling
 KV6449.and adjusted by the National Geodetic Survey in April 1995..
 KV6449
 KV6449.The geoid height was determined by GEOID03.
 KV6449
 KV6449.The dynamic height is computed by dividing the NAVD 88
 KV6449.geopotential number by the normal gravity value computed on the
 KV6449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6449.degrees latitude (g = 980.6199 gals.).
 KV6449
 KV6449.The modeled gravity was interpolated from observed gravity values.
 KV6449
 KV6449;                    North         East    Units  Estimated Accuracy
 KV6449;SPC NJ       -   167,580.      136,530.      MT  (+/- 180 meters Scaled)
 KV6449
 KV6449                          SUPERSEDED SURVEY CONTROL
 KV6449
 KV6449  NGVD 29 (01/10/92)   47.345  (m)          155.33   (f) ADJUSTED    2 1
 KV6449
 KV6449.Superseded values are not recommended for survey control.
 KV6449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6449.See file dsdata.txt to determine how the superseded data were derived.
 KV6449
 KV6449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK289658(NAD 83)
 KV6449_MARKER: DD = SURVEY DISK
 KV6449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6449_SP_SET: CONCRETE POST
 KV6449_STAMPING: M 2 RESET 1989
 KV6449_MARK LOGO: NJGS  
 KV6449_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6449+STABILITY: SURFACE MOTION
 KV6449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6449+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1995
 KV6449
 KV6449  HISTORY     - Date     Condition        Report By
 KV6449  HISTORY     - 1989     MONUMENTED       NJGS
 KV6449  HISTORY     - 19950405 GOOD             NJGS
 KV6449
 KV6449                          STATION DESCRIPTION
 KV6449
 KV6449'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6449'THE STATION IS LOCATED IN WEST WINDSOR TOWNSHIP, ON THE GROUNDS OF THE
 KV6449'PRINCETON TRAIN STATION AT THE SOUTH END OF THE BOROUGH OF PRINCTON,
 KV6449'SOUTHEAST OF THE JUNCTION OF ALEXANDER STREET AND UNIVERSITY PLACE.
 KV6449'THE STATION IS SET IN A GRASS PLOT, SOUTHWEST OF THE TRAIN PLATFORM,
 KV6449'15.4 M (50.5 FT) SOUTHEAST OF THE NORTHEAST CORNER OF A ONE STORY
 KV6449'STUCCO BUILDING, THE DEPARTMENT OF FOOD SERVICE, NUMBER 130
 KV6449'UNIVERSITY PLACE, 27.6 M (90.6 FT) SOUTHWEST OF THE SOUTHEAST CORNER
 KV6449'OF THE RETAINING WALL OF THE CONCERTE STEPS LEADING TO THE TRAIN
 KV6449'PLATFORM, 30.55 M (100.23 FT) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER
 KV6449'OF THE SAME STEPS, 7.9 M (25.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 KV6449'OF AN INLET CURBPIECE, 12.4 M (40.7 FT) NORTH NORTHWEST OF A WOODEN
 KV6449'LIGHT POLE, 4.0 M (13.1 FT) SOUTHEAST OF A WOODEN LIGHT POLE AND
 KV6449'LEVEL WITH THE GROUND.
 KV6449
 KV6449                          STATION RECOVERY (1995)
 KV6449
 KV6449'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV6449'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0684 ***********************************************************************
 KV0684  DESIGNATION -  M 20
 KV0684  PID         -  KV0684
 KV0684  STATE/COUNTY-  NJ/ESSEX
 KV0684  USGS QUAD   -  ORANGE (1981)
 KV0684
 KV0684                         *CURRENT SURVEY CONTROL
 KV0684  ___________________________________________________________________
 KV0684* NAD 83(1986)-  40 45 36.     (N)    074 12 30.     (W)     SCALED    
 KV0684* NAVD 88     -        55.728  (meters)     182.83   (feet)  ADJUSTED  
 KV0684  ___________________________________________________________________
 KV0684  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV0684  DYNAMIC HT  -          55.705 (meters)     182.76  (feet)  COMP
 KV0684  MODELED GRAV-     980,210.3   (mgal)                       NAVD 88
 KV0684
 KV0684  VERT ORDER  -  SECOND    CLASS 0
 KV0684
 KV0684.The horizontal coordinates were scaled from a topographic map and have
 KV0684.an estimated accuracy of +/- 6 seconds.
 KV0684
 KV0684.The orthometric height was determined by differential leveling
 KV0684.and adjusted by the National Geodetic Survey in June 1991..
 KV0684
 KV0684.The geoid height was determined by GEOID03.
 KV0684
 KV0684.The dynamic height is computed by dividing the NAVD 88
 KV0684.geopotential number by the normal gravity value computed on the
 KV0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0684.degrees latitude (g = 980.6199 gals.).
 KV0684
 KV0684.The modeled gravity was interpolated from observed gravity values.
 KV0684
 KV0684;                    North         East    Units  Estimated Accuracy
 KV0684;SPC NJ       -   213,940.      174,630.      MT  (+/- 180 meters Scaled)
 KV0684
 KV0684                          SUPERSEDED SURVEY CONTROL
 KV0684
 KV0684  NGVD 29 (??/??/??)   56.046  (m)          183.88   (f) ADJUSTED    2 0
 KV0684
 KV0684.Superseded values are not recommended for survey control.
 KV0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0684.See file dsdata.txt to determine how the superseded data were derived.
 KV0684
 KV0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL668124(NAD 83)
 KV0684_MARKER: DB = BENCH MARK DISK
 KV0684_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0684_SP_SET: SIDEWALK
 KV0684_STAMPING: M 20 1935
 KV0684_MARK LOGO: CGS   
 KV0684_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0684_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0684+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1992
 KV0684
 KV0684  HISTORY     - Date     Condition        Report By
 KV0684  HISTORY     - 1935     MONUMENTED       CGS
 KV0684  HISTORY     - 1973     GOOD             NGS
 KV0684  HISTORY     - 19920213 GOOD             NJGS
 KV0684
 KV0684                          STATION DESCRIPTION
 KV0684
 KV0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0684'AT EAST ORANGE.
 KV0684'ON THE ERIE, LACKAWANNA RAILROAD.  AT THE SECOND OVERPASS SOUTH
 KV0684'OF THE STATION AT N. ORATON PARKWAY AND DAVIS PLACE AND IN
 KV0684'THE NORTHWEST END OF A CONCRETE WALK ALONG NORTH SIDE OF
 KV0684'OVERPASS.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 KV0684'IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW
 KV0684'THE ERIE LACKAWANNA RAILROAD.
 KV0684
 KV0684                          STATION RECOVERY (1973)
 KV0684
 KV0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KV0684'RECOVERED IN GOOD CONDITION.
 KV0684
 KV0684                          STATION RECOVERY (1992)
 KV0684
 KV0684'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KV0684'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1250 ***********************************************************************
 KV1250  DESIGNATION -  M 22
 KV1250  PID         -  KV1250
 KV1250  STATE/COUNTY-  NJ/WARREN
 KV1250  USGS QUAD   -  WASHINGTON (1976)
 KV1250
 KV1250                         *CURRENT SURVEY CONTROL
 KV1250  ___________________________________________________________________
 KV1250* NAD 83(1986)-  40 52 05.     (N)    074 52 58.     (W)     SCALED    
 KV1250* NAVD 88     -       202.926  (meters)     665.77   (feet)  ADJUSTED  
 KV1250  ___________________________________________________________________
 KV1250  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KV1250  DYNAMIC HT  -         202.832 (meters)     665.46  (feet)  COMP
 KV1250  MODELED GRAV-     980,156.4   (mgal)                       NAVD 88
 KV1250
 KV1250  VERT ORDER  -  SECOND    CLASS 0
 KV1250
 KV1250.The horizontal coordinates were scaled from a topographic map and have
 KV1250.an estimated accuracy of +/- 6 seconds.
 KV1250
 KV1250.The orthometric height was determined by differential leveling
 KV1250.and adjusted by the National Geodetic Survey in June 1991..
 KV1250
 KV1250.The geoid height was determined by GEOID03.
 KV1250
 KV1250.The dynamic height is computed by dividing the NAVD 88
 KV1250.geopotential number by the normal gravity value computed on the
 KV1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1250.degrees latitude (g = 980.6199 gals.).
 KV1250
 KV1250.The modeled gravity was interpolated from observed gravity values.
 KV1250
 KV1250;                    North         East    Units  Estimated Accuracy
 KV1250;SPC NJ       -   225,970.      117,730.      MT  (+/- 180 meters Scaled)
 KV1250
 KV1250                          SUPERSEDED SURVEY CONTROL
 KV1250
 KV1250  NGVD 29 (??/??/??)  203.139  (m)          666.47   (f) ADJUSTED    2 0
 KV1250
 KV1250.Superseded values are not recommended for survey control.
 KV1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1250.See file dsdata.txt to determine how the superseded data were derived.
 KV1250
 KV1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL098241(NAD 83)
 KV1250_MARKER: DB = BENCH MARK DISK
 KV1250_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1250_SP_SET: CULVERT HEADWALL
 KV1250_STAMPING: M 22 1942
 KV1250_MARK LOGO: CGS   
 KV1250_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1250+STABILITY: SURFACE MOTION
 KV1250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1250+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2006
 KV1250
 KV1250  HISTORY     - Date     Condition        Report By
 KV1250  HISTORY     - 1942     MONUMENTED       CGS
 KV1250  HISTORY     - 19950317 GOOD             NJGS
 KV1250  HISTORY     - 20060831 GOOD             AASCO
 KV1250
 KV1250                          STATION DESCRIPTION
 KV1250
 KV1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1250'3.2 MI NW FROM HACKETTSTOWN.
 KV1250'3.2 MILES NORTHWEST ALONG U.S. HIGHWAY 46 FROM THE DELAWARE,
 KV1250'LACKAWANNA AND WESTERN RAILROAD CROSSING AT HACKETTSTOWN, WARREN
 KV1250'COUNTY, AT A 12 FOOT CONCRETE BOX CULVERT, IN THE EAST END OF THE
 KV1250'NORTH HEADWALL, 16.4 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 KV1250'AND ABOUT 1.5 FEET LOWER THAN THE HIGHWAY.  NOTE-- THE DELAWARE,
 KV1250'LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV1250'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV1250
 KV1250                          STATION RECOVERY (1995)
 KV1250
 KV1250'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1250'RECOVERED AS DESCRIBED.
 KV1250
 KV1250                          STATION RECOVERY (2006)
 KV1250
 KV1250'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV1250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1235 ***********************************************************************
 KV1235  DESIGNATION -  M 23
 KV1235  PID         -  KV1235
 KV1235  STATE/COUNTY-  NJ/WARREN
 KV1235  USGS QUAD   -  BLAIRSTOWN (1971)
 KV1235
 KV1235                         *CURRENT SURVEY CONTROL
 KV1235  ___________________________________________________________________
 KV1235* NAD 83(1986)-  40 53 02.     (N)    074 59 07.     (W)     SCALED    
 KV1235* NAVD 88     -       141.680  (meters)     464.83   (feet)  ADJUSTED  
 KV1235  ___________________________________________________________________
 KV1235  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KV1235  DYNAMIC HT  -         141.616 (meters)     464.62  (feet)  COMP
 KV1235  MODELED GRAV-     980,175.9   (mgal)                       NAVD 88
 KV1235
 KV1235  VERT ORDER  -  SECOND    CLASS 0
 KV1235
 KV1235.The horizontal coordinates were scaled from a topographic map and have
 KV1235.an estimated accuracy of +/- 6 seconds.
 KV1235
 KV1235.The orthometric height was determined by differential leveling
 KV1235.and adjusted by the National Geodetic Survey in June 1991..
 KV1235
 KV1235.The geoid height was determined by GEOID03.
 KV1235
 KV1235.The dynamic height is computed by dividing the NAVD 88
 KV1235.geopotential number by the normal gravity value computed on the
 KV1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1235.degrees latitude (g = 980.6199 gals.).
 KV1235
 KV1235.The modeled gravity was interpolated from observed gravity values.
 KV1235
 KV1235;                    North         East    Units  Estimated Accuracy
 KV1235;SPC NJ       -   227,770.      109,100.      MT  (+/- 180 meters Scaled)
 KV1235
 KV1235                          SUPERSEDED SURVEY CONTROL
 KV1235
 KV1235  NGVD 29 (??/??/??)  141.885  (m)          465.50   (f) ADJUSTED    2 0
 KV1235
 KV1235.Superseded values are not recommended for survey control.
 KV1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1235.See file dsdata.txt to determine how the superseded data were derived.
 KV1235
 KV1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL012258(NAD 83)
 KV1235_MARKER: DB = BENCH MARK DISK
 KV1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1235_STAMPING: M 23 1942
 KV1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1235+STABILITY: SURFACE MOTION
 KV1235
 KV1235  HISTORY     - Date     Condition        Report By
 KV1235  HISTORY     - 1942     MONUMENTED       CGS
 KV1235  HISTORY     - 19950910 MARK NOT FOUND   USPSQD
 KV1235
 KV1235                          STATION DESCRIPTION
 KV1235
 KV1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1235'2.2 MI S FROM HOPE.
 KV1235'2.2 MILES SOUTH ALONG STATE HIGHWAY 543 FROM THE POST OFFICE AT
 KV1235'HOPE, WARREN COUNTY, AT THE SOUTHWEST CORNER OF A YARD, 64 FEET
 KV1235'WEST OF THE WEST CORNER OF A 2-STORY WHITE HOUSE, 30 FEET SOUTH
 KV1235'OF A 24-INCH MAPLE TREE, 23 FEET SOUTHEAST OF THE CENTERLINE OF
 KV1235'THE HIGHWAY, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
 KV1235
 KV1235                          STATION RECOVERY (1995)
 KV1235
 KV1235'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1292 ***********************************************************************
 KV1292  DESIGNATION -  M 24
 KV1292  PID         -  KV1292
 KV1292  STATE/COUNTY-  NJ/MORRIS
 KV1292  USGS QUAD   -  STANHOPE (1981)
 KV1292
 KV1292                         *CURRENT SURVEY CONTROL
 KV1292  ___________________________________________________________________
 KV1292* NAD 83(1986)-  40 53 18.     (N)    074 41 52.     (W)     SCALED    
 KV1292* NAVD 88     -       322.361  (meters)    1057.61   (feet)  ADJUSTED  
 KV1292  ___________________________________________________________________
 KV1292  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV1292  DYNAMIC HT  -         322.213 (meters)    1057.13  (feet)  COMP
 KV1292  MODELED GRAV-     980,154.6   (mgal)                       NAVD 88
 KV1292
 KV1292  VERT ORDER  -  SECOND    CLASS 0
 KV1292
 KV1292.The horizontal coordinates were scaled from a topographic map and have
 KV1292.an estimated accuracy of +/- 6 seconds.
 KV1292
 KV1292.The orthometric height was determined by differential leveling
 KV1292.and adjusted by the National Geodetic Survey in June 1991..
 KV1292
 KV1292.The geoid height was determined by GEOID03.
 KV1292
 KV1292.The dynamic height is computed by dividing the NAVD 88
 KV1292.geopotential number by the normal gravity value computed on the
 KV1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1292.degrees latitude (g = 980.6199 gals.).
 KV1292
 KV1292.The modeled gravity was interpolated from observed gravity values.
 KV1292
 KV1292;                    North         East    Units  Estimated Accuracy
 KV1292;SPC NJ       -   228,170.      133,330.      MT  (+/- 180 meters Scaled)
 KV1292
 KV1292                          SUPERSEDED SURVEY CONTROL
 KV1292
 KV1292  NGVD 29 (??/??/??)  322.577  (m)         1058.32   (f) ADJUSTED    2 0
 KV1292
 KV1292.Superseded values are not recommended for survey control.
 KV1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1292.See file dsdata.txt to determine how the superseded data were derived.
 KV1292
 KV1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL254264(NAD 83)
 KV1292_MARKER: DB = BENCH MARK DISK
 KV1292_SETTING: 80 = SET IN A BOULDER
 KV1292_SP_SET: BOULDER
 KV1292_STAMPING: M 24 1942
 KV1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1292+STABILITY: SURFACE MOTION
 KV1292
 KV1292  HISTORY     - Date     Condition        Report By
 KV1292  HISTORY     - 1942     MONUMENTED       CGS
 KV1292  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV1292
 KV1292                          STATION DESCRIPTION
 KV1292
 KV1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1292'0.9 MI SE FROM NETCONG.
 KV1292'0.9 MILE SOUTHEAST ALONG STATE HIGHWY 31 FROM THE DELAWARE,
 KV1292'LACKAWANNA AND WESTERN RAILROAD STATION AT NETCONG, MORRIS COUNTY,
 KV1292'190 FEET NORTHEAST OF A DIRT-ROAD INTERSECTION, 59 FEET SOUTHEAST
 KV1292'OF A POWER-TRANSMISSION LINE POLE, 51.6 FEET EAST OF THE
 KV1292'CENTERLINE OF THE HIGHWAY, ABOUT 5 FEET HIGHER THAN THE HIGHWAY,
 KV1292'AND IN THE TOP OF A BOULDER.
 KV1292
 KV1292                          STATION RECOVERY (1985)
 KV1292
 KV1292'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV1292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1290 ***********************************************************************
 KV1290  DESIGNATION -  M 25
 KV1290  PID         -  KV1290
 KV1290  STATE/COUNTY-  NJ/MORRIS
 KV1290  USGS QUAD   -  HACKETTSTOWN (1976)
 KV1290
 KV1290                         *CURRENT SURVEY CONTROL
 KV1290  ___________________________________________________________________
 KV1290* NAD 83(1986)-  40 46 58.     (N)    074 49 55.     (W)     SCALED    
 KV1290* NAVD 88     -       286.957  (meters)     941.46   (feet)  ADJUSTED  
 KV1290  ___________________________________________________________________
 KV1290  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KV1290  DYNAMIC HT  -         286.820 (meters)     941.01  (feet)  COMP
 KV1290  MODELED GRAV-     980,139.4   (mgal)                       NAVD 88
 KV1290
 KV1290  VERT ORDER  -  SECOND    CLASS 0
 KV1290
 KV1290.The horizontal coordinates were scaled from a topographic map and have
 KV1290.an estimated accuracy of +/- 6 seconds.
 KV1290
 KV1290.The orthometric height was determined by differential leveling
 KV1290.and adjusted by the National Geodetic Survey in June 1991..
 KV1290
 KV1290.The geoid height was determined by GEOID03.
 KV1290
 KV1290.The dynamic height is computed by dividing the NAVD 88
 KV1290.geopotential number by the normal gravity value computed on the
 KV1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1290.degrees latitude (g = 980.6199 gals.).
 KV1290
 KV1290.The modeled gravity was interpolated from observed gravity values.
 KV1290
 KV1290;                    North         East    Units  Estimated Accuracy
 KV1290;SPC NJ       -   216,480.      121,980.      MT  (+/- 180 meters Scaled)
 KV1290
 KV1290                          SUPERSEDED SURVEY CONTROL
 KV1290
 KV1290  NGVD 29 (??/??/??)  287.181  (m)          942.19   (f) ADJUSTED    2 0
 KV1290
 KV1290.Superseded values are not recommended for survey control.
 KV1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1290.See file dsdata.txt to determine how the superseded data were derived.
 KV1290
 KV1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL141146(NAD 83)
 KV1290_MARKER: DB = BENCH MARK DISK
 KV1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1290_STAMPING: M 25 1942
 KV1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1290+STABILITY: SURFACE MOTION
 KV1290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1290+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2006
 KV1290
 KV1290  HISTORY     - Date     Condition        Report By
 KV1290  HISTORY     - 1942     MONUMENTED       CGS
 KV1290  HISTORY     - 1973     MARK NOT FOUND   NGS
 KV1290  HISTORY     - 20060703 GOOD             GEOCAC
 KV1290
 KV1290                          STATION DESCRIPTION
 KV1290
 KV1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1290'1.8 MI N FROM MIDDLE VALLEY.
 KV1290'1.8 MILES NORTH ALONG A DIRT ROAD FROM THE CENTRAL RAILROAD OF
 KV1290'NEW JERSEY CROSSING AT MIDDLE VALLEY, MORRIS COUNTY, 450 FEET
 KV1290'SOUTHEAST OF A WHITE HOUSE, 150 FEET NORTH OF THE NORTHEAST HEAD
 KV1290'WALL OF A CULVERT, 56.5 FEET NORTH ACROSS THE ROAD FROM POLE
 KV1290'BT-366, 21 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AND
 KV1290'ABOUT LEVEL WITH THE ROAD.
 KV1290
 KV1290                          STATION RECOVERY (1973)
 KV1290
 KV1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KV1290'MARK NOT FOUND.
 KV1290
 KV1290                          STATION RECOVERY (2006)
 KV1290
 KV1290'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV1290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1172 ***********************************************************************
 KV1172  DESIGNATION -  M 26
 KV1172  PID         -  KV1172
 KV1172  STATE/COUNTY-  NJ/SOMERSET
 KV1172  USGS QUAD   -  BOUND BROOK (1995)
 KV1172
 KV1172                         *CURRENT SURVEY CONTROL
 KV1172  ___________________________________________________________________
 KV1172* NAD 83(1986)-  40 33 40.     (N)    074 31 40.     (W)     SCALED    
 KV1172* NAVD 88     -        11.928  (meters)      39.13   (feet)  ADJUSTED  
 KV1172  ___________________________________________________________________
 KV1172  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KV1172  DYNAMIC HT  -          11.923 (meters)      39.12  (feet)  COMP
 KV1172  MODELED GRAV-     980,184.8   (mgal)                       NAVD 88
 KV1172
 KV1172  VERT ORDER  -  FIRST     CLASS II
 KV1172
 KV1172.The horizontal coordinates were scaled from a topographic map and have
 KV1172.an estimated accuracy of +/- 6 seconds.
 KV1172
 KV1172.The orthometric height was determined by differential leveling
 KV1172.and adjusted by the National Geodetic Survey in June 1991..
 KV1172.WARNING-Repeat measurements at this control monument indicate possible
 KV1172.vertical movement.
 KV1172
 KV1172.The geoid height was determined by GEOID03.
 KV1172
 KV1172.The dynamic height is computed by dividing the NAVD 88
 KV1172.geopotential number by the normal gravity value computed on the
 KV1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1172.degrees latitude (g = 980.6199 gals.).
 KV1172
 KV1172.The modeled gravity was interpolated from observed gravity values.
 KV1172
 KV1172;                    North         East    Units  Estimated Accuracy
 KV1172;SPC NJ       -   191,810.      147,650.      MT  (+/- 180 meters Scaled)
 KV1172
 KV1172                          SUPERSEDED SURVEY CONTROL
 KV1172
 KV1172  NGVD 29 (01/10/92)   12.204  (m)           40.04   (f) ADJUSTED    1 2
 KV1172
 KV1172.Superseded values are not recommended for survey control.
 KV1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1172.See file dsdata.txt to determine how the superseded data were derived.
 KV1172
 KV1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK399901(NAD 83)
 KV1172_MARKER: DB = BENCH MARK DISK
 KV1172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1172_SP_SET: UNDERPASS WINGWALL
 KV1172_STAMPING: M 26 1942
 KV1172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1172
 KV1172  HISTORY     - Date     Condition        Report By
 KV1172  HISTORY     - 1942     MONUMENTED       CGS
 KV1172  HISTORY     - 1978     GOOD             NGS
 KV1172
 KV1172                          STATION DESCRIPTION
 KV1172
 KV1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1172'AT BOUND BROOK.
 KV1172'AT BOUND BROOK, SOMERSET COUNTY, 0.2 MILE EAST ALONG THE CENTRAL
 KV1172'RAILROAD OF NEW JERSEY FROM THE STATION, AT THE MAIN STREET
 KV1172'UNDERPASS, IN THE NORTHEAST WING WALL, AND ABOUT 1 FOOT LOWER
 KV1172'THAN THE TRACK.
 KV1172
 KV1172                          STATION RECOVERY (1978)
 KV1172
 KV1172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1371 ***********************************************************************
 KV1371  DESIGNATION -  M 27
 KV1371  PID         -  KV1371
 KV1371  STATE/COUNTY-  NJ/HUNTERDON
 KV1371  USGS QUAD   -  PITTSTOWN (1970)
 KV1371
 KV1371                         *CURRENT SURVEY CONTROL
 KV1371  ___________________________________________________________________
 KV1371* NAD 83(1986)-  40 30 24.     (N)    074 52 53.     (W)     SCALED    
 KV1371* NAVD 88     -        80.956  (meters)     265.60   (feet)  ADJUSTED  
 KV1371  ___________________________________________________________________
 KV1371  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KV1371  DYNAMIC HT  -          80.917 (meters)     265.48  (feet)  COMP
 KV1371  MODELED GRAV-     980,148.7   (mgal)                       NAVD 88
 KV1371
 KV1371  VERT ORDER  -  SECOND    CLASS 0
 KV1371
 KV1371.The horizontal coordinates were scaled from a topographic map and have
 KV1371.an estimated accuracy of +/- 6 seconds.
 KV1371
 KV1371.The orthometric height was determined by differential leveling
 KV1371.and adjusted by the National Geodetic Survey in June 1991..
 KV1371
 KV1371.The geoid height was determined by GEOID03.
 KV1371
 KV1371.The dynamic height is computed by dividing the NAVD 88
 KV1371.geopotential number by the normal gravity value computed on the
 KV1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1371.degrees latitude (g = 980.6199 gals.).
 KV1371
 KV1371.The modeled gravity was interpolated from observed gravity values.
 KV1371
 KV1371;                    North         East    Units  Estimated Accuracy
 KV1371;SPC NJ       -   185,840.      117,680.      MT  (+/- 180 meters Scaled)
 KV1371
 KV1371                          SUPERSEDED SURVEY CONTROL
 KV1371
 KV1371  NGVD 29 (??/??/??)   81.199  (m)          266.40   (f) ADJUSTED    2 0
 KV1371
 KV1371.Superseded values are not recommended for survey control.
 KV1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1371.See file dsdata.txt to determine how the superseded data were derived.
 KV1371
 KV1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK100840(NAD 83)
 KV1371_MARKER: DB = BENCH MARK DISK
 KV1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1371_STAMPING: M 27 1942
 KV1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1371+STABILITY: SURFACE MOTION
 KV1371
 KV1371  HISTORY     - Date     Condition        Report By
 KV1371  HISTORY     - 1942     MONUMENTED       CGS
 KV1371  HISTORY     - 1956     GOOD             CGS
 KV1371  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 KV1371
 KV1371                          STATION DESCRIPTION
 KV1371
 KV1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1371'1.3 MI W FROM FLEMINGTON.
 KV1371'0.1 MILE SOUTH ALONG MAIN STREET FROM THE COUNTY COURTHOUSE AT
 KV1371'FLEMINGTON, THENCE 0.7 MILE WEST ALONG MINE STREET, THENCE
 KV1371'0.5 MILE WEST ALONG STATE HIGHWAY 12, ON THE EAST SLOPE OF A
 KV1371'GRADE, ACROSS THE HIGHWAY FROM A GRAVEL ROAD LEADING SOUTH TO
 KV1371'A FARM, AT AN ENTRANCE TO A FIELD, 53 1/2 FEET EAST OF TELEPHONE
 KV1371'POLE NO. 21, 41.2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 KV1371'39.7 FEET NORTHWEST OF THE WEST END OF A GUARD RAIL, 5.8 FEET
 KV1371'NORTH OF THE NORTH END OF THE WEST HEADWALL OF A 24-INCH CORRUGATED
 KV1371'METAL PIPE CULVERT UNDER THE ROAD AT THE FIELD ENTRANCE, 2 FEET
 KV1371'EAST OF A WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 KV1371'PROJECTING 2 INCHES ABOVE THE GROUND AND ABOUT 2 FEET LOWER THAN
 KV1371'THE HIGHWAY.
 KV1371
 KV1371                          STATION RECOVERY (1995)
 KV1371
 KV1371'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1206 ***********************************************************************
 KV1206  DESIGNATION -  M 28
 KV1206  PID         -  KV1206
 KV1206  STATE/COUNTY-  NJ/HUNTERDON
 KV1206  USGS QUAD   -  HIGH BRIDGE (1970)
 KV1206
 KV1206                         *CURRENT SURVEY CONTROL
 KV1206  ___________________________________________________________________
 KV1206* NAD 83(1986)-  40 42 08.     (N)    074 56 32.     (W)     SCALED    
 KV1206* NAVD 88     -       147.768  (meters)     484.80   (feet)  ADJUSTED  
 KV1206  ___________________________________________________________________
 KV1206  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KV1206  DYNAMIC HT  -         147.700 (meters)     484.58  (feet)  COMP
 KV1206  MODELED GRAV-     980,160.1   (mgal)                       NAVD 88
 KV1206
 KV1206  VERT ORDER  -  FIRST     CLASS II
 KV1206
 KV1206.The horizontal coordinates were scaled from a topographic map and have
 KV1206.an estimated accuracy of +/- 6 seconds.
 KV1206
 KV1206.The orthometric height was determined by differential leveling
 KV1206.and adjusted by the National Geodetic Survey in June 1991..
 KV1206
 KV1206.The geoid height was determined by GEOID03.
 KV1206
 KV1206.The dynamic height is computed by dividing the NAVD 88
 KV1206.geopotential number by the normal gravity value computed on the
 KV1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1206.degrees latitude (g = 980.6199 gals.).
 KV1206
 KV1206.The modeled gravity was interpolated from observed gravity values.
 KV1206
 KV1206;                    North         East    Units  Estimated Accuracy
 KV1206;SPC NJ       -   207,580.      112,630.      MT  (+/- 180 meters Scaled)
 KV1206
 KV1206                          SUPERSEDED SURVEY CONTROL
 KV1206
 KV1206  NGVD 29 (??/??/??)  147.994  (m)          485.54   (f) ADJUSTED    1 2
 KV1206
 KV1206.Superseded values are not recommended for survey control.
 KV1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1206.See file dsdata.txt to determine how the superseded data were derived.
 KV1206
 KV1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL048057(NAD 83)
 KV1206_MARKER: DB = BENCH MARK DISK
 KV1206_SETTING: 66 = SET IN ROCK OUTCROP
 KV1206_SP_SET: ROCK OUTCROP
 KV1206_STAMPING: M 28 1942
 KV1206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV1206+STABILITY: POSITION/ELEVATION WELL
 KV1206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1206+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 KV1206
 KV1206  HISTORY     - Date     Condition        Report By
 KV1206  HISTORY     - 1942     MONUMENTED       CGS
 KV1206  HISTORY     - 20030408 GOOD             INDIV
 KV1206
 KV1206                          STATION DESCRIPTION
 KV1206
 KV1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1206'1 MI SE FROM HAMPTON.
 KV1206'1 MILE SOUTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 KV1206'THE STATION AT HAMPTON, HUNTERDON COUNTY, AT CLARKSVILLE,
 KV1206'0.15 MILE SOUTH OF MILEPOST 56 AND A GRAVEL-ROAD CROSSING, 0.15
 KV1206'MILE NORTH OF A BRIDGE OVER A TAR ROAD, 8 1/2 RAILS NORTHWEST OF
 KV1206'AUTOMATIC SIGNAL 55.2, IN A ROCK CUT, 7 1/2 FEET NORTHEAST OF
 KV1206'THE NORTHEAST RAIL OF A SIDE TRACK, IN THE LEDGE OF A ROCK
 KV1206'OUTCROP, AND ABOUT 2 FEET HIGHER THAN THE TRACK.
 KV1206
 KV1206                          STATION RECOVERY (2003)
 KV1206
 KV1206'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (WJH)
 KV1206'REVOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1380 ***********************************************************************
 KV1380  DESIGNATION -  M 29
 KV1380  PID         -  KV1380
 KV1380  STATE/COUNTY-  NJ/HUNTERDON
 KV1380  USGS QUAD   -  FLEMINGTON (1977)
 KV1380
 KV1380                         *CURRENT SURVEY CONTROL
 KV1380  ___________________________________________________________________
 KV1380* NAD 83(1996)-  40 32 38.14108(N)    074 49 38.14549(W)     ADJUSTED  
 KV1380* NAVD 88     -        57.145  (meters)     187.48   (feet)  ADJUSTED  
 KV1380  ___________________________________________________________________
 KV1380  X           -   1,270,354.441 (meters)                     COMP
 KV1380  Y           -  -4,684,489.608 (meters)                     COMP
 KV1380  Z           -   4,124,083.149 (meters)                     COMP
 KV1380  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 KV1380  ELLIP HEIGHT-          23.43  (meters)          (10/23/02) GPS OBS
 KV1380  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KV1380  DYNAMIC HT  -          57.119 (meters)     187.40  (feet)  COMP
 KV1380  MODELED GRAV-     980,165.7   (mgal)                       NAVD 88
 KV1380
 KV1380  HORZ ORDER  -  SECOND
 KV1380  VERT ORDER  -  SECOND    CLASS 0
 KV1380  ELLP ORDER  -  FOURTH    CLASS I
 KV1380
 KV1380.The horizontal coordinates were established by GPS observations
 KV1380.and adjusted by the National Geodetic Survey in May 1999..
 KV1380
 KV1380.The orthometric height was determined by differential leveling
 KV1380.and adjusted by the National Geodetic Survey in June 1991..
 KV1380
 KV1380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1380
 KV1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1380
 KV1380.The ellipsoidal height was determined by GPS observations
 KV1380.and is referenced to NAD 83.
 KV1380
 KV1380.The geoid height was determined by GEOID03.
 KV1380
 KV1380.The dynamic height is computed by dividing the NAVD 88
 KV1380.geopotential number by the normal gravity value computed on the
 KV1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1380.degrees latitude (g = 980.6199 gals.).
 KV1380
 KV1380.The modeled gravity was interpolated from observed gravity values.
 KV1380
 KV1380;                    North         East     Units Scale Factor Converg.
 KV1380;SPC NJ       -   189,957.530   122,279.530   MT  0.99990946   -0 12 45.8
 KV1380;SPC NJ       -   623,219.00    401,178.76   sFT  0.99990946   -0 12 45.8
 KV1380;UTM  18      - 4,488,145.093   514,627.155   MT  0.99960263   +0 06 44.2
 KV1380
 KV1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1380!SPC NJ       -   0.99999632  x   0.99990946  =   0.99990578
 KV1380!UTM  18      -   0.99999632  x   0.99960263  =   0.99959896
 KV1380
 KV1380                          SUPERSEDED SURVEY CONTROL
 KV1380
 KV1380  NAD 83(1986)-  40 32 38.14092(N)    074 49 38.14787(W) AD(       ) 2
 KV1380  NGVD 29 (??/??/??)   57.391  (m)          188.29   (f) ADJUSTED    2 0
 KV1380
 KV1380.Superseded values are not recommended for survey control.
 KV1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1380.See file dsdata.txt to determine how the superseded data were derived.
 KV1380
 KV1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1462788145(NAD 83)
 KV1380_MARKER: DB = BENCH MARK DISK
 KV1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1380_SP_SET: CONCRETE POST
 KV1380_STAMPING: M 29 1942
 KV1380_MARK LOGO: CGS   
 KV1380_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1380+STABILITY: SURFACE MOTION
 KV1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1380+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1990
 KV1380
 KV1380  HISTORY     - Date     Condition        Report By
 KV1380  HISTORY     - 1942     MONUMENTED       CGS
 KV1380  HISTORY     - 1971     GOOD             NJDCED
 KV1380  HISTORY     - 19891220 GOOD             NJGS
 KV1380  HISTORY     - 19900213 GOOD
 KV1380  HISTORY     - 20050416 GOOD             USPSQD
 KV1380
 KV1380                          STATION DESCRIPTION
 KV1380
 KV1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1380'1.6 MI NW FROM FLEMINGTON JUNCTION.
 KV1380'1.6 MILES NORTHEAST ALONG A TAR ROAD FROM THE LEHIGH VALLEY
 KV1380'RAILROAD STATION AT FLEMINGTON JUNCTION, HUNTERDON COUNTY, IN THE
 KV1380'SOUTH ANGLE OF THE JUNCTION OF A DIRT ROAD LEADING SOUTHEAST, 34.5
 KV1380'FEET SOUTHEAST OF THE CENTERLINE OF THE TAR ROAD, 16 FEET
 KV1380'SOUTHWEST OF THE CENTERLINE OF THE DIRT ROAD, 3 1/2 FEET SOUTHEAST
 KV1380'OF A POWER TRANSMISSION LINE POLE, AND ABOUT 2 1/2 FEET HIGHER
 KV1380'THAN THE CENTER OF THE JUNCTION.
 KV1380
 KV1380                          STATION RECOVERY (1971)
 KV1380
 KV1380'RECOVERY NOTE BY NJ CONS AND ECON DEV 1971
 KV1380'RECOVERED IN GOOD CONDITION.
 KV1380
 KV1380                          STATION RECOVERY (1989)
 KV1380
 KV1380'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV1380'THE STATION IS LOCATED IN READINGTON TOWNSHIP, ON THE SOUTHWEST CORNER
 KV1380'OF THE TEE JUNCTION OF HOFFMAN ROAD AND THE FLEMINGTON WHITEHOUSE
 KV1380'ROAD, COUNTY ROAD 523.  TO REACH THE STATION FROM THE SOUTH GATE OF
 KV1380'THE FLEMINGTON FAIRGROUNDS, LOCATED ON THE EAST SIDE OF STATE ROUTE
 KV1380'31, NORTH OF FLEMINGTON BOROUGH, GO 1.25 KM (0.78 MI) NORTH ON ROUTE
 KV1380'31 TO THE JUNCTION WITH BARTLES CORNER ROAD, COUNTY ROAD 612, TURN
 KV1380'RIGHT AND GO 1.02 KM (0.63 MI) EAST ON BARTLES CORNER ROAD TO ITS END
 KV1380'AT THE JUNCTION OF RIVER ROAD, AND FLEMINGTON WHITEHOUSE ROAD, COUNTY
 KV1380'ROAD 523, GO 1.85 KM (1.15 MI) EAST ON ROUTE 523 TO THE JUNCTION WITH
 KV1380'HOFFMAN ROAD AND THE STATION ON THE RIGHT.  THE STATION IS 10.2 M
 KV1380'(33.46 FT) SOUTHEAST OF THE ROUTE 523 CENTERLINE, 9.6 M (31.50 FT)
 KV1380'SOUTHWEST OF THE HOFFMAN ROAD CENTERLINE, 3.55 M (11.65 FT) WEST
 KV1380'SOUTHWEST OF THE HOFFMAN ROAD STREET SIGN, 28.4 M (93.18 FT)
 KV1380'NORTHEAST OF POLE NUMBER 64, 26.1 M (85.63 FT) SOUTHWEST OF POLE
 KV1380'NUMBER D4 1 AND 3.0 M (9.84 FT) SOUTHEAST OF THE ROUTE 523 CURBLINE.
 KV1380'THE STATION IS 0.1 M (0.33 FT) ABOVE THE GROUND.
 KV1380
 KV1380                          STATION RECOVERY (1990)
 KV1380
 KV1380'RECOVERED 1990
 KV1380'RECOVERED IN GOOD CONDITION.
 KV1380
 KV1380                          STATION RECOVERY (2005)
 KV1380
 KV1380'RECOVERY NOTE BY US POWER SQUADRON 2005 (JC)
 KV1380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0544 ***********************************************************************
 JU0544  DESIGNATION -  M 3
 JU0544  PID         -  JU0544
 JU0544  STATE/COUNTY-  NJ/CAMDEN
 JU0544  USGS QUAD   -  CLEMENTON (1981)
 JU0544
 JU0544                         *CURRENT SURVEY CONTROL
 JU0544  ___________________________________________________________________
 JU0544* NAD 83(1986)-  39 46 43.     (N)    074 57 15.     (W)     SCALED    
 JU0544* NAVD 88     -        43.172  (meters)     141.64   (feet)  ADJUSTED  
 JU0544  ___________________________________________________________________
 JU0544  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 JU0544  DYNAMIC HT  -          43.152 (meters)     141.57  (feet)  COMP
 JU0544  MODELED GRAV-     980,153.3   (mgal)                       NAVD 88
 JU0544
 JU0544  VERT ORDER  -  FIRST     CLASS I
 JU0544
 JU0544.The horizontal coordinates were scaled from a topographic map and have
 JU0544.an estimated accuracy of +/- 6 seconds.
 JU0544
 JU0544.The orthometric height was determined by differential leveling
 JU0544.and adjusted by the National Geodetic Survey in June 1991..
 JU0544
 JU0544.The geoid height was determined by GEOID03.
 JU0544
 JU0544.The dynamic height is computed by dividing the NAVD 88
 JU0544.geopotential number by the normal gravity value computed on the
 JU0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0544.degrees latitude (g = 980.6199 gals.).
 JU0544
 JU0544.The modeled gravity was interpolated from observed gravity values.
 JU0544
 JU0544;                    North         East    Units  Estimated Accuracy
 JU0544;SPC NJ       -   105,030.      111,100.      MT  (+/- 180 meters Scaled)
 JU0544
 JU0544                          SUPERSEDED SURVEY CONTROL
 JU0544
 JU0544  NGVD 29 (??/??/??)   43.529  (m)          142.81   (f) ADJUSTED    1 1
 JU0544
 JU0544.Superseded values are not recommended for survey control.
 JU0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0544.See file dsdata.txt to determine how the superseded data were derived.
 JU0544
 JU0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK039031(NAD 83)
 JU0544_MARKER: DB = BENCH MARK DISK
 JU0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0544_STAMPING: 142.864 M-3 1924
 JU0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0544+STABILITY: SURFACE MOTION
 JU0544
 JU0544  HISTORY     - Date     Condition        Report By
 JU0544  HISTORY     - 1924     MONUMENTED       CGS
 JU0544  HISTORY     - 1963     GOOD             CGS
 JU0544  HISTORY     - 1983     GOOD             LOCSUR
 JU0544  HISTORY     - 19950313 MARK NOT FOUND   NJGS
 JU0544
 JU0544                          STATION DESCRIPTION
 JU0544
 JU0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0544'2.2 MI NW FROM WILLIAMSTOWN JCT.
 JU0544'2.2 MILES NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE LINE
 JU0544'FROM THE STATION AT WILLIAMSTOWN JUNCTION, ABOUT 2.75 MILES
 JU0544'SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE LINES FROM THE
 JU0544'STATION AT CLEMENTON, AT THE COMMUNITY OF ALBION, AT A BLACK TOP
 JU0544'ROAD CROSSING, 87.5 FEET SOUTH OF CENTER OF THE CROSSING, 65.5
 JU0544'FEET SOUTHEAST OF CENTER LINE OF THE ROAD, 60 FEET SOUTH OF POST
 JU0544'SUPPORTING THE SOUTHWEST RAILROAD CROSSING SIGN, 39.4 FEET
 JU0544'SOUTHWEST OF SOUTHWEST RAIL, 22 FEET NORTHEAST OF CENTERLINE OF
 JU0544'A SAND ROAD THAT PARALLELS TRACK, 1 FOOT NORTHWEST OF A STEEL
 JU0544'WITNESS POST, 2 FEET ABOVE LEVEL OF TRACK, AND SET IN THE TOP OF
 JU0544'A CONCRETE POST 10 INCHES BELOW SURFACE OF GROUND.
 JU0544
 JU0544                          STATION RECOVERY (1983)
 JU0544
 JU0544'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JU0544'THE BENCH MARK IS LOCATED AT THE RAILROAD GRADE CROSSING ON THE CROSS
 JU0544'KEYS ROAD AS DESCRIBED. THE STEEL WITNESS POST IS RUSTED OFF AND
 JU0544'LAYING ON THE GROUND. MARK IS 6' BELOW SURFACE.
 JU0544
 JU0544                          STATION RECOVERY (1995)
 JU0544
 JU0544'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0544'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A HALF HOUR
 JU0544'SEARCH BY A TWO MAN PARTY.  THE BASE OF THE MONUMENT WAS FOUND ABOUT 2
 JU0544'FT (0.6 M) BELOW THE GROUND.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0775 ***********************************************************************
 LY0775  DESIGNATION -  M 30
 LY0775  PID         -  LY0775
 LY0775  STATE/COUNTY-  NJ/SUSSEX
 LY0775  USGS QUAD   -  NEWTON WEST (1994)
 LY0775
 LY0775                         *CURRENT SURVEY CONTROL
 LY0775  ___________________________________________________________________
 LY0775* NAD 83(1996)-  41 06 12.25117(N)    074 48 48.60369(W)     ADJUSTED  
 LY0775* NAVD 88     -       269.563  (meters)     884.39   (feet)  ADJUSTED  
 LY0775  ___________________________________________________________________
 LY0775  X           -   1,260,881.732 (meters)                     COMP
 LY0775  Y           -  -4,645,141.539 (meters)                     COMP
 LY0775  Z           -   4,171,238.769 (meters)                     COMP
 LY0775  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 LY0775  ELLIP HEIGHT-         236.87  (meters)          (10/23/02) GPS OBS
 LY0775  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 LY0775  DYNAMIC HT  -         269.445 (meters)     884.00  (feet)  COMP
 LY0775  MODELED GRAV-     980,179.4   (mgal)                       NAVD 88
 LY0775
 LY0775  HORZ ORDER  -  FIRST
 LY0775  VERT ORDER  -  SECOND    CLASS 0
 LY0775  ELLP ORDER  -  FOURTH    CLASS I
 LY0775
 LY0775.The horizontal coordinates were established by GPS observations
 LY0775.and adjusted by the National Geodetic Survey in May 1999..
 LY0775
 LY0775.The orthometric height was determined by differential leveling
 LY0775.and adjusted by the National Geodetic Survey in June 1991..
 LY0775
 LY0775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY0775
 LY0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY0775
 LY0775.The ellipsoidal height was determined by GPS observations
 LY0775.and is referenced to NAD 83.
 LY0775
 LY0775.The geoid height was determined by GEOID03.
 LY0775
 LY0775.The dynamic height is computed by dividing the NAVD 88
 LY0775.geopotential number by the normal gravity value computed on the
 LY0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0775.degrees latitude (g = 980.6199 gals.).
 LY0775
 LY0775.The modeled gravity was interpolated from observed gravity values.
 LY0775
 LY0775;                    North         East     Units Scale Factor Converg.
 LY0775;SPC NJ       -   252,077.200   123,667.414   MT  0.99990853   -0 12 22.0
 LY0775;SPC NJ       -   827,023.28    405,732.17   sFT  0.99990853   -0 12 22.0
 LY0775;UTM  18      - 4,550,252.646   515,660.315   MT  0.99960302   +0 07 21.4
 LY0775
 LY0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY0775!SPC NJ       -   0.99996285  x   0.99990853  =   0.99987138
 LY0775!UTM  18      -   0.99996285  x   0.99960302  =   0.99956588
 LY0775
 LY0775                          SUPERSEDED SURVEY CONTROL
 LY0775
 LY0775  ELLIP H (05/14/99)  236.88   (m)                       GP(       ) 4 1
 LY0775  NAD 83(1996)-  41 06 12.25072(N)    074 48 48.60412(W) AD(       ) 1
 LY0775  NAD 83(1986)-  41 06 12.25093(N)    074 48 48.60361(W) AD(       ) 1
 LY0775  NAVD 88 (01/26/93)  269.56   (m)          884.4    (f) LEVELING    3  
 LY0775  NGVD 29 (??/??/92)  269.760  (m)          885.04   (f) ADJ UNCH    2 0
 LY0775
 LY0775.Superseded values are not recommended for survey control.
 LY0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0775.See file dsdata.txt to determine how the superseded data were derived.
 LY0775
 LY0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1566050253(NAD 83)
 LY0775_MARKER: DB = BENCH MARK DISK
 LY0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0775_SP_SET: CONCRETE POST
 LY0775_STAMPING: M 30 1942
 LY0775_MARK LOGO: CGS   
 LY0775_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0775+STABILITY: SURFACE MOTION
 LY0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY0775+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1990
 LY0775
 LY0775  HISTORY     - Date     Condition        Report By
 LY0775  HISTORY     - 1942     MONUMENTED       CGS
 LY0775  HISTORY     - 19900626 GOOD             NJGS
 LY0775  HISTORY     - 20030121 POOR             MAP
 LY0775
 LY0775                          STATION DESCRIPTION
 LY0775
 LY0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0775'1.6 MI NE FROM SWARTSWOOD.
 LY0775'0.2 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0775'AT SWARTSWOOD, THENCE 1.4 MILES NORTHEAST ALONG A GRAVEL ROAD,
 LY0775'AT BOGGIOS SPROUT HILL INN, 37.5 FEET WEST OF THE WEST CORNER,
 LY0775'32 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3.6 FEET
 LY0775'NORTHEAST OF A FENCE, AND 1.5 FEET NORTHWEST OF A STANDARD
 LY0775'REFERENCE POST.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 LY0775'POST.
 LY0775
 LY0775                          STATION RECOVERY (1990)
 LY0775
 LY0775'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 LY0775'THE STATION IS LOCATED IN HAMPTON TOWNSHIP ON THE NORTHEAST SIDE OF
 LY0775'MARY JONES ROAD, ABOUT 33.0 M (108.3 FT) SOUTHWEST OF A TEE JUNCTION
 LY0775'WITH LAKE ANNE ROAD HEADED NORTHWEST.  TO REACH THE STATION FROM THE
 LY0775'POST OFFICE IN SWARTSWOOD, GO NORTHEAST 0.20 MI (0.32 KM) ALONG WEST
 LY0775'GROVE ROAD, COUNTY ROAD 521, TO THE TEE JUNCTION WITH SPROUT HILL
 LY0775'ROAD ON THE LEFT.  TURN LEFT ON SPROUT HILL ROAD, SPROUT HILL ROAD
 LY0775'ALSO IS KNOWN AS MARY JONES ROAD, GO 1.4 MI (2.3 KM) NORTHEAST ALONG
 LY0775'MARY JONES ROAD TO THE STATION ON THE RIGHT, A TWO STORY FRAME HOUSE
 LY0775'WITH A WHITE WOOD FENCE, THE PIDNER RESIDENCE, IS AHEAD. THE STATION
 LY0775'IS 13.3 M (43.6 FT) SOUTHEAST OF A 0.5 M (1.6 FT) DIAMETER WHITE
 LY0775'MAPLE TREE, 7.0 M (23.0 FT) SOUTHEAST FROM THE CENTERLINE OF MARY
 LY0775'JONES ROAD AND 6.1 M (20.0 FT) WEST NORTHWEST OF A CONSPICUOUS 1.3 M
 LY0775'(4.3 FT) HIGH WHITE ROCK.  THE STATION IS A STANDARD DISK, STAMPED M
 LY0775'30 1942, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 LY0775'12 CM ABOVE THE SURFACE OF THE GROUND.
 LY0775
 LY0775                          STATION RECOVERY (2003)
 LY0775
 LY0775'RECOVERY NOTE BY MAPCO 2003 (MJP)
 LY0775'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0840 ***********************************************************************
 LY0840  DESIGNATION -  M 32
 LY0840  PID         -  LY0840
 LY0840  STATE/COUNTY-  NJ/SUSSEX
 LY0840  USGS QUAD   -  HAMBURG (1976)
 LY0840
 LY0840                         *CURRENT SURVEY CONTROL
 LY0840  ___________________________________________________________________
 LY0840* NAD 83(1986)-  41 08 58.     (N)    074 34 28.     (W)     SCALED    
 LY0840* NAVD 88     -       148.668  (meters)     487.75   (feet)  ADJUSTED  
 LY0840  ___________________________________________________________________
 LY0840  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LY0840  DYNAMIC HT  -         148.605 (meters)     487.55  (feet)  COMP
 LY0840  MODELED GRAV-     980,197.8   (mgal)                       NAVD 88
 LY0840
 LY0840  VERT ORDER  -  SECOND    CLASS 0
 LY0840
 LY0840.The horizontal coordinates were scaled from a topographic map and have
 LY0840.an estimated accuracy of +/- 6 seconds.
 LY0840
 LY0840.The orthometric height was determined by differential leveling
 LY0840.and adjusted by the National Geodetic Survey in June 1991..
 LY0840
 LY0840.The geoid height was determined by GEOID03.
 LY0840
 LY0840.The dynamic height is computed by dividing the NAVD 88
 LY0840.geopotential number by the normal gravity value computed on the
 LY0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0840.degrees latitude (g = 980.6199 gals.).
 LY0840
 LY0840.The modeled gravity was interpolated from observed gravity values.
 LY0840
 LY0840;                    North         East    Units  Estimated Accuracy
 LY0840;SPC NJ       -   257,150.      143,750.      MT  (+/- 180 meters Scaled)
 LY0840
 LY0840                          SUPERSEDED SURVEY CONTROL
 LY0840
 LY0840  NGVD 29 (??/??/92)  148.867  (m)          488.41   (f) ADJ UNCH    2 0
 LY0840
 LY0840.Superseded values are not recommended for survey control.
 LY0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0840.See file dsdata.txt to determine how the superseded data were derived.
 LY0840
 LY0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL357554(NAD 83)
 LY0840_MARKER: DB = BENCH MARK DISK
 LY0840_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0840_SP_SET: BRIDGE
 LY0840_STAMPING: M 32 1942
 LY0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0840+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2006
 LY0840
 LY0840  HISTORY     - Date     Condition        Report By
 LY0840  HISTORY     - 1942     MONUMENTED       CGS
 LY0840  HISTORY     - 1983     GOOD             LOCSUR
 LY0840  HISTORY     - 1985     GOOD             USPSQD
 LY0840  HISTORY     - 20060723 GOOD             GEOCAC
 LY0840
 LY0840                          STATION DESCRIPTION
 LY0840
 LY0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0840'AT HAMBERG.
 LY0840'AT HAMBERG, SUSSEX COUNTY, ON THE LEHIGH AND HUDSON RIVER
 LY0840'RAILWAY, AT BRIDGE 340 OVER STATE HIGHWAY 23, IN THE WEST
 LY0840'CONCRETE BRIDGE SEAT, 6.5 FEET WEST OF THE CENTERLINE OF THE
 LY0840'TRACK, AND ABOUT 3 1/2 FEET LOWER THAN THE TRACK.
 LY0840
 LY0840                          STATION RECOVERY (1983)
 LY0840
 LY0840'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LY0840'RECOVERED IN GOOD CONDITION.
 LY0840
 LY0840                          STATION RECOVERY (1985)
 LY0840
 LY0840'RECOVERY NOTE BY US POWER SQUADRON 1985
 LY0840'THE LEHIGH AND HUDSON RIVER RAILROAD HAS CEASED OPERATIONS.
 LY0840
 LY0840                          STATION RECOVERY (2006)
 LY0840
 LY0840'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0840'THE STATION IS LOCATED ON THE NORTH END OF THE SOUTHWEST BRIDGE SEAT
 LY0840'OF RAILROAD BRIDGE OVER ROUTE 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0818 ***********************************************************************
 LY0818  DESIGNATION -  M 34
 LY0818  PID         -  LY0818
 LY0818  STATE/COUNTY-  NJ/SUSSEX
 LY0818  USGS QUAD   -  BRANCHVILLE (1995)
 LY0818
 LY0818                         *CURRENT SURVEY CONTROL
 LY0818  ___________________________________________________________________
 LY0818* NAD 83(1986)-  41 13 56.     (N)    074 41 11.     (W)     SCALED    
 LY0818* NAVD 88     -       297.315  (meters)     975.44   (feet)  ADJUSTED  
 LY0818  ___________________________________________________________________
 LY0818  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 LY0818  DYNAMIC HT  -         297.185 (meters)     975.01  (feet)  COMP
 LY0818  MODELED GRAV-     980,181.2   (mgal)                       NAVD 88
 LY0818
 LY0818  VERT ORDER  -  SECOND    CLASS 0
 LY0818
 LY0818.The horizontal coordinates were scaled from a topographic map and have
 LY0818.an estimated accuracy of +/- 6 seconds.
 LY0818
 LY0818.The orthometric height was determined by differential leveling
 LY0818.and adjusted by the National Geodetic Survey in June 1991..
 LY0818
 LY0818.The geoid height was determined by GEOID03.
 LY0818
 LY0818.The dynamic height is computed by dividing the NAVD 88
 LY0818.geopotential number by the normal gravity value computed on the
 LY0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0818.degrees latitude (g = 980.6199 gals.).
 LY0818
 LY0818.The modeled gravity was interpolated from observed gravity values.
 LY0818
 LY0818;                    North         East    Units  Estimated Accuracy
 LY0818;SPC NJ       -   266,350.      134,380.      MT  (+/- 180 meters Scaled)
 LY0818
 LY0818                          SUPERSEDED SURVEY CONTROL
 LY0818
 LY0818  NGVD 29 (??/??/92)  297.494  (m)          976.03   (f) ADJ UNCH    2 0
 LY0818
 LY0818.Superseded values are not recommended for survey control.
 LY0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0818.See file dsdata.txt to determine how the superseded data were derived.
 LY0818
 LY0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL262645(NAD 83)
 LY0818_MARKER: DB = BENCH MARK DISK
 LY0818_SETTING: 80 = SET IN A BOULDER
 LY0818_SP_SET: BOULDER
 LY0818_STAMPING: M 34 1942
 LY0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0818+STABILITY: SURFACE MOTION
 LY0818
 LY0818  HISTORY     - Date     Condition        Report By
 LY0818  HISTORY     - 1942     MONUMENTED       CGS
 LY0818  HISTORY     - 1954     MARK NOT FOUND   USGS
 LY0818
 LY0818                          STATION DESCRIPTION
 LY0818
 LY0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0818'4.2 MI SW FROM COLESVILLE.
 LY0818'4.2 MILES SOUTHWEST ALONG THE COLESVILLE TO BEEMERVILLE GRAVEL
 LY0818'ROAD FROM THE POST OFFICE AT COLESVILLE, 0.1 MILE SOUTH OF A
 LY0818'WHITE 2-STORY FARMHOUSE, AT THE NORTHEAST CORNER OF A
 LY0818'TRIANGULAR GRAVEL ROAD INTERSECTION, IN THE SOUTHWEST CORNER
 LY0818'OF A PASTURE, 22 FEET EAST OF THE CENTER LINE OF THE ROAD,
 LY0818'22 FEET NORTH OF AN EAST-WEST PASTURE FENCE.  A STANDARD
 LY0818'DISK, SET IN THE TOP OF AN OUTCROPPING BOULDER.
 LY0818
 LY0818                          STATION RECOVERY (1954)
 LY0818
 LY0818'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LY0818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0810 ***********************************************************************
 LY0810  DESIGNATION -  M 35
 LY0810  PID         -  LY0810
 LY0810  STATE/COUNTY-  NJ/SUSSEX
 LY0810  USGS QUAD   -  NEWTON EAST (1971)
 LY0810
 LY0810                         *CURRENT SURVEY CONTROL
 LY0810  ___________________________________________________________________
 LY0810* NAD 83(1986)-  41 06 23.     (N)    074 41 58.     (W)     SCALED    
 LY0810* NAVD 88     -       154.469  (meters)     506.79   (feet)  ADJUSTED  
 LY0810  ___________________________________________________________________
 LY0810  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 LY0810  DYNAMIC HT  -         154.403 (meters)     506.57  (feet)  COMP
 LY0810  MODELED GRAV-     980,192.9   (mgal)                       NAVD 88
 LY0810
 LY0810  VERT ORDER  -  SECOND    CLASS 0
 LY0810
 LY0810.The horizontal coordinates were scaled from a topographic map and have
 LY0810.an estimated accuracy of +/- 6 seconds.
 LY0810
 LY0810.The orthometric height was determined by differential leveling
 LY0810.and adjusted by the National Geodetic Survey in June 1991..
 LY0810
 LY0810.The geoid height was determined by GEOID03.
 LY0810
 LY0810.The dynamic height is computed by dividing the NAVD 88
 LY0810.geopotential number by the normal gravity value computed on the
 LY0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0810.degrees latitude (g = 980.6199 gals.).
 LY0810
 LY0810.The modeled gravity was interpolated from observed gravity values.
 LY0810
 LY0810;                    North         East    Units  Estimated Accuracy
 LY0810;SPC NJ       -   252,380.      133,250.      MT  (+/- 180 meters Scaled)
 LY0810
 LY0810                          SUPERSEDED SURVEY CONTROL
 LY0810
 LY0810  NGVD 29 (??/??/92)  154.669  (m)          507.44   (f) ADJ UNCH    2 0
 LY0810
 LY0810.Superseded values are not recommended for survey control.
 LY0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0810.See file dsdata.txt to determine how the superseded data were derived.
 LY0810
 LY0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL252506(NAD 83)
 LY0810_MARKER: DB = BENCH MARK DISK
 LY0810_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0810_SP_SET: BRIDGE
 LY0810_STAMPING: M 35 1942
 LY0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0810
 LY0810  HISTORY     - Date     Condition        Report By
 LY0810  HISTORY     - 1942     MONUMENTED       CGS
 LY0810  HISTORY     - 1951     GOOD             NGS
 LY0810  HISTORY     - 20050101 MARK NOT FOUND   GEOCAC
 LY0810
 LY0810                          STATION DESCRIPTION
 LY0810
 LY0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0810'0.8 MI NW FROM LAFAYETTE.
 LY0810'0.8 MILE NORTHWEST ALONG N.J. CIVIL ROAD NO. 542 FROM THE POST
 LY0810'OFFICE AT LAFAYETTE, AT A CONCRETE BRIDGE.  A STANDARD DISK,
 LY0810'SET IN THE TOP OF THE EAST WING WALL, AND 15 FEET NORTHEAST OF
 LY0810'THE CENTER LINE OF THE HIGHWAY.
 LY0810
 LY0810                          STATION RECOVERY (1951)
 LY0810
 LY0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 LY0810'RECOVERED IN GOOD CONDITION.
 LY0810
 LY0810                          STATION RECOVERY (2005)
 LY0810
 LY0810'RECOVERY NOTE BY GEOCACHING 2005 (JRI)
 LY0810'THE BRIDGE AT THE LOCATION BEARS THE DATE 1990.  THE STATION WAS
 LY0810'SEARCHED FOR BY EXAMINING THE WING WALLS FROM THE DECK OF THE BRIDGE
 LY0810'AND WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0743 ***********************************************************************
 KV0743  DESIGNATION -  M 36
 KV0743  PID         -  KV0743
 KV0743  STATE/COUNTY-  NJ/MONMOUTH
 KV0743  USGS QUAD   -  KEYPORT (1977)
 KV0743
 KV0743                         *CURRENT SURVEY CONTROL
 KV0743  ___________________________________________________________________
 KV0743* NAD 83(1986)-  40 26 37.     (N)    074 09 14.     (W)     SCALED    
 KV0743* NAVD 88     -         3.432  (meters)      11.26   (feet)  ADJUSTED  
 KV0743  ___________________________________________________________________
 KV0743  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV0743  DYNAMIC HT  -           3.431 (meters)      11.26  (feet)  COMP
 KV0743  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 KV0743
 KV0743  VERT ORDER  -  FIRST     CLASS II
 KV0743
 KV0743.The horizontal coordinates were scaled from a topographic map and have
 KV0743.an estimated accuracy of +/- 6 seconds.
 KV0743
 KV0743.The orthometric height was determined by differential leveling
 KV0743.and adjusted by the National Geodetic Survey in March 2001..
 KV0743.WARNING-Repeat measurements at this control monument indicate possible
 KV0743.vertical movement.
 KV0743
 KV0743.The geoid height was determined by GEOID03.
 KV0743
 KV0743.The dynamic height is computed by dividing the NAVD 88
 KV0743.geopotential number by the normal gravity value computed on the
 KV0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0743.degrees latitude (g = 980.6199 gals.).
 KV0743
 KV0743.The modeled gravity was interpolated from observed gravity values.
 KV0743
 KV0743;                    North         East    Units  Estimated Accuracy
 KV0743;SPC NJ       -   178,830.      179,360.      MT  (+/- 180 meters Scaled)
 KV0743
 KV0743                          SUPERSEDED SURVEY CONTROL
 KV0743
 KV0743  NAVD 88 (06/15/91)    3.442  (m)           11.29   (f) UNKNOWN     1 2
 KV0743  NGVD 29 (04/16/92)    3.713  (m)           12.18   (f) ADJUSTED    1 2
 KV0743
 KV0743.Superseded values are not recommended for survey control.
 KV0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0743.See file dsdata.txt to determine how the superseded data were derived.
 KV0743
 KV0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK717773(NAD 83)
 KV0743_MARKER: DB = BENCH MARK DISK
 KV0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0743_STAMPING: M 36 1952
 KV0743_MARK LOGO: CGS   
 KV0743_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0743+STABILITY: SURFACE MOTION
 KV0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0743+SATELLITE: SATELLITE OBSERVATIONS - September 05, 1996
 KV0743
 KV0743  HISTORY     - Date     Condition        Report By
 KV0743  HISTORY     - 1952     MONUMENTED       CGS
 KV0743  HISTORY     - 1964     GOOD             CGS
 KV0743  HISTORY     - 1979     MARK NOT FOUND   NGS
 KV0743  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KV0743  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KV0743  HISTORY     - 19960905 GOOD             NJGS
 KV0743
 KV0743                          STATION DESCRIPTION
 KV0743
 KV0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0743'1.2 MI W FROM KEANSBURG.
 KV0743'1.15 MILES WEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE
 KV0743'STATION AT KEANSBURG, ABOUT 0.9 MILE EAST OF THE STATION AT
 KV0743'UNION BEACH, AT THE CROSSING OF A ROAD LEADING NORTH TO VAN AMERIGEN
 KV0743'HAEBLER, INC., 45 FEET SOUTH OF SOUTH RAIL, 19 FEET EAST OF CENTER
 KV0743'LINE OF ROAD, 2 FEET EAST OF A POWER POLE, 73 FEET NORTHEAST AND
 KV0743'ACROSS ROAD FROM A FIRE HYDRANT, ABOUT 1/2 FOOT BELOW LEVEL OF
 KV0743'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KV0743
 KV0743                          STATION RECOVERY (1964)
 KV0743
 KV0743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0743'RECOVERED IN GOOD CONDITION.
 KV0743
 KV0743                          STATION RECOVERY (1979)
 KV0743
 KV0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0743'MARK NOT FOUND.
 KV0743
 KV0743                          STATION RECOVERY (1986)
 KV0743
 KV0743'RECOVERY NOTE BY US POWER SQUADRON 1986 (CQK)
 KV0743'MARK NOT FOUND.
 KV0743
 KV0743                          STATION RECOVERY (1986)
 KV0743
 KV0743'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0743'MARK NOT FOUND.
 KV0743
 KV0743                          STATION RECOVERY (1996)
 KV0743
 KV0743'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV0743'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS
 KV0743'LOCATED IN THE BOROUGH OF UNION BEACH.  TO REACH THE STATION FROM THE
 KV0743'INTERSECTION OF STATE ROUTE 36 AND ROSE LANE, GO NORTHWEST ON ROSE
 KV0743'LANE FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT, SET ABOUT 0.2 M
 KV0743'(0.7 FT) BELOW THE GROUND.  THE STATION IS 22.3 M (73.2 FT) NORTHEAST
 KV0743'FROM AND ACROSS THE STREET FROM A FIRE HYDRANT, 0.6 M (2.0 FT) EAST
 KV0743'FROM POLE NUMBER F58-1 VC 43 UNB, 5.7 M (18.7 FT) EAST FROM THE
 KV0743'CENTERLINE OF ROSE LANE AND 5.7 M (18.7 FT) NORTH FROM THE EXTENDED
 KV0743'CENTERLINE OF JERSEY AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0224 ***********************************************************************
 KV0224  DESIGNATION -  M 37 RESET 1974
 KV0224  PID         -  KV0224
 KV0224  STATE/COUNTY-  NJ/UNION
 KV0224  USGS QUAD   -  ARTHUR KILL (1981)
 KV0224
 KV0224                         *CURRENT SURVEY CONTROL
 KV0224  ___________________________________________________________________
 KV0224* NAD 83(1996)-  40 36 50.96532(N)    074 12 33.96156(W)     ADJUSTED  
 KV0224* NAVD 88     -         2.5    (meters)       8.     (feet)  GPS OBS   
 KV0224  ___________________________________________________________________
 KV0224  X           -   1,319,401.655 (meters)                     COMP
 KV0224  Y           -  -4,665,598.573 (meters)                     COMP
 KV0224  Z           -   4,129,971.567 (meters)                     COMP
 KV0224  LAPLACE CORR-           5.58  (seconds)                    DEFLEC99
 KV0224  ELLIP HEIGHT-         -29.93  (meters)          (10/23/02) GPS OBS
 KV0224  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV0224
 KV0224  HORZ ORDER  -  FIRST
 KV0224  VERT ORDER  -  THIRD (See Below)
 KV0224  ELLP ORDER  -  FOURTH    CLASS I
 KV0224
 KV0224.The horizontal coordinates were established by GPS observations
 KV0224.and adjusted by the National Geodetic Survey in May 1999..
 KV0224
 KV0224.The orthometric height was determined by GPS observations and a
 KV0224.high-resolution geoid model.
 KV0224.The vertical order pertains to the NGVD 29 superseded value.
 KV0224
 KV0224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0224
 KV0224.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0224
 KV0224.The ellipsoidal height was determined by GPS observations
 KV0224.and is referenced to NAD 83.
 KV0224
 KV0224.The geoid height was determined by GEOID03.
 KV0224
 KV0224;                    North         East     Units Scale Factor Converg.
 KV0224;SPC NJ       -   197,744.501   174,586.407   MT  0.99990744   +0 11 20.9
 KV0224;SPC NJ       -   648,766.75    572,788.90   sFT  0.99990744   +0 11 20.9
 KV0224;SPC NY L     -    49,712.938   282,276.854   MT  1.00000334   -0 08 13.2
 KV0224;SPC NY L     -   163,099.86    926,103.31   sFT  1.00000334   -0 08 13.2
 KV0224;UTM  18      - 4,496,226.611   566,874.371   MT  0.99965505   +0 30 52.7
 KV0224
 KV0224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0224!SPC NJ       -   1.00000470  x   0.99990744  =   0.99991213
 KV0224!SPC NY L     -   1.00000470  x   1.00000334  =   1.00000804
 KV0224!UTM  18      -   1.00000470  x   0.99965505  =   0.99965974
 KV0224
 KV0224                          SUPERSEDED SURVEY CONTROL
 KV0224
 KV0224  NAD 83(1996)-  40 36 50.96495(N)    074 12 33.96199(W) AD(       ) 1
 KV0224  NAD 83(1992)-  40 36 50.96395(N)    074 12 33.96176(W) AD(       ) 1
 KV0224  ELLIP H (04/30/95)  -30.00   (m)                       GP(       ) 3 2
 KV0224  NAD 83(1986)-  40 36 50.96398(N)    074 12 33.96304(W) AD(       ) 1
 KV0224  NGVD 29 (??/??/??)    2.81   (m)            9.2    (f) RESET       3  
 KV0224
 KV0224.Superseded values are not recommended for survey control.
 KV0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0224.See file dsdata.txt to determine how the superseded data were derived.
 KV0224
 KV0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6687496227(NAD 83)
 KV0224_MARKER: DV = VERTICAL CONTROL DISK
 KV0224_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV0224_SP_SET: WATER TOWER FOUNDATION
 KV0224_STAMPING: M 37 RESET 1974
 KV0224_MARK LOGO: NGS   
 KV0224_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0224+STABILITY: SURFACE MOTION
 KV0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0224+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1994
 KV0224
 KV0224  HISTORY     - Date     Condition        Report By
 KV0224  HISTORY     - 1974     MONUMENTED       NGS
 KV0224  HISTORY     - 19920503 GOOD             NJGS
 KV0224  HISTORY     - 19940426 GOOD             NJGS
 KV0224
 KV0224                          STATION DESCRIPTION
 KV0224
 KV0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV0224'IN GRASELLI.
 KV0224'THE MARK IS LOCATED ON THE GROUNDS OF THE DU PONT PLANT IN
 KV0224'GRASELLI.  IT IS CEMENTED IN A DRILL HOLE IN THE CONCRETE
 KV0224'FOUNDATION FOR A COOLING UNIT FOR A FIRE PREVENTION BUILDING.
 KV0224'IT IS BETWEEN TWO SETS OF RAILROAD TRACKS, 100 FEET NORTH OF A
 KV0224'SMALL POWER PLANT, 10 FEET SOUTHWEST OF THE SOUTH ENTRANCE TO
 KV0224'THE FIRE PREVENTION BUILDING AND 1 FOOT NORTH OF THE SOUTH EDGE
 KV0224'OF THE FOUNDATION.  IT PROJECTS ABOUT 3 FEET ABOVE THE GROUND.
 KV0224'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 1 AND 9 AND
 KV0224'WOODS AVENUE TO LINDEN, GO SOUTHEAST ON SOUTH WOOD AVENUE FOR
 KV0224'1.7 MILES TO A SIDE ROAD LEFT JUST AFTER PASSING OVER INTERSTATE
 KV0224'HIGHWAY I 95.  TURN LEFT AND GO NORTHEAST ON A PAVED ROAD FOR
 KV0224'0.85 MILE TO THE ENTRANCE TO THE DU PONT PLANT AND THE STATION
 KV0224'75 YARDS SOUTHEAST OF THE ENTRANCE.
 KV0224
 KV0224                          STATION RECOVERY (1992)
 KV0224
 KV0224'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV0224'THE STATION IS LOCATED IN THE CITY OF LINDEN ON THE GROUNDS OF THE
 KV0224'DUPONT GRASSELLI PLANT.  PERMISSION TO OCCUPY THE STATION SHOULD BE
 KV0224'OBTAINED FROM MR. ANTHONY AVAGLIANA, OPERATIONS MANAGER, PHONE  908
 KV0224'474 1801.  THE TELEPHONE ADJACENT TO THE TRUCK SCALE AT THE GATE MAY
 KV0224'BE USED FOR CALLING AT ODD HOURS.  TO REACH THE STATION FROM THE
 KV0224'INTERSECTION OF U.S. HIGHWAYS 1 AND 9 AND SOUTH WOOD AVENUE, GO 0.6
 KV0224'MI (1.0 KM) SOUTHEAST ON SOUTH WOOD AVENUE TO A SIDE ROAD ON THE
 KV0224'LEFT, JUST BEYOND THE NEW JERSEY TURNPIKE OVERPASS.  TURN LEFT AND GO
 KV0224'0.8 MI (1.3 KM) TO A GATE AT THE ENTRANCE TO THE DUPONT GRASSELLI
 KV0224'PLANT.  IMMEDIATELY AFTER PASSING THROUGH THE GATE, TURN RIGHT AND
 KV0224'FOLLOW THE TRACKS ALONG THE CHAIN LINK FENCE FOR APPROXIMATELY 75
 KV0224'YARDS TO THE STATION ON THE LEFT.  THE STATION IS SET ON THE TOP OF A
 KV0224'7 FT (2.1 M) BY 9.5 FT (2.9 M) BY 3 FT (0.9 M) HIGH CONCRETE
 KV0224'FOUNDATION FOR A FORMER WATER TOWER.  THE STATION IS 17.9 M
 KV0224'(58.7 FT) EAST SOUTHEAST FROM THE EAST RAIL OF THE TRACKS ALONG THE
 KV0224'CHAIN LINK FENCE, 0.4 M (1.3 FT) NORTH FROM THE SOUTH EDGE OF THE
 KV0224'CONCRETE FOUNDATION AND 0.6 M (2.0 FT) WEST FROM THE EAST EDGE OF THE
 KV0224'CONCRETE FOUNDATION.
 KV0224
 KV0224                          STATION RECOVERY (1994)
 KV0224
 KV0224'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 KV0224'THE STATION IS LOCATED IN THE CITY OF LINDEN ON THE GROUNDS OF THE
 KV0224'DUPONT GRASSELLI PLANT.  PERMISSION TO OCCUPY THE STATION SHOULD BE
 KV0224'OBTAINED FROM MR. ATHONY AVAGLIANA, OPERATIONS MANAGER, PHONE  908 474
 KV0224'1801.  THE TELEPHONE ADJACENT TO THE TRUCK SCALE AT THE GATE MAY BE
 KV0224'USED FOR CALLING AT ODD HOURS.  TO REACH THE STATION FROM THE
 KV0224'INTERSECTION OF U.S. HIGHWAY 1 AND 9 AND SOUTH WOOD AVENUE, GO 0.6 MI
 KV0224'(1.0 KM) SOUTHEAST ON SOUTH WOOD AVENUE TO A SIDE ROAD ON THE LEFT,
 KV0224'JUST BEYOND THE NEW JERSEY TURNPIKE OVERPASS.  TURN LEFT AND GO 0.8 MI
 KV0224'(1.3 KM) TO A GATE AT THE ENTRANCE TO THE DUPONT GRASSELLI PLANT.
 KV0224'IMMEDIATELY AFTER PASSING THROUGH THE GATE, TURN RIGHT AND FOLLOW THE
 KV0224'RAILROAD TRACKS ALONG A CHAIN LINK FENCE FOR APPROXIMATELY 75 YARDS TO
 KV0224'THE STATION ON THE LEFT.  THE STATION IS SET ON TOP OF A 7 FT (2.1 M)
 KV0224'BY 9.5 FT (2.9 M) BY 3 FT (0.9 M) HIGH CONCRETE FOUNDATION FOR A
 KV0224'FORMER WATER TOWER.  THE STATION IS 17.9 M (58.7 FT) EAST SOUTHEAST
 KV0224'FROM THE EAST RAIL OF THE TRACKS ALONG THE CHAIN LINK FENCE, 0.4 M
 KV0224'(1.3 FT) NORTH FROM THE SOUTH EDGE OF THE CONCRETE FOUNDATION AND 0.6
 KV0224'M (2.0 FT) WEST FROM THE EAST EDGE OF THE CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0216 ***********************************************************************
 KV0216  DESIGNATION -  M 38
 KV0216  PID         -  KV0216
 KV0216  STATE/COUNTY-  NJ/MIDDLESEX
 KV0216  USGS QUAD   -  PERTH AMBOY (1981)
 KV0216
 KV0216                         *CURRENT SURVEY CONTROL
 KV0216  ___________________________________________________________________
 KV0216* NAD 83(1986)-  40 35 57.     (N)    074 16 16.     (W)     SCALED    
 KV0216* NAVD 88     -         2.777  (meters)       9.11   (feet)  ADJUSTED  
 KV0216  ___________________________________________________________________
 KV0216  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KV0216  DYNAMIC HT  -           2.776 (meters)       9.11  (feet)  COMP
 KV0216  MODELED GRAV-     980,213.8   (mgal)                       NAVD 88
 KV0216
 KV0216  VERT ORDER  -  FIRST     CLASS II
 KV0216
 KV0216.The horizontal coordinates were scaled from a topographic map and have
 KV0216.an estimated accuracy of +/- 6 seconds.
 KV0216
 KV0216.The orthometric height was determined by differential leveling
 KV0216.and adjusted by the National Geodetic Survey in May 2006..
 KV0216
 KV0216.The geoid height was determined by GEOID03.
 KV0216
 KV0216.The dynamic height is computed by dividing the NAVD 88
 KV0216.geopotential number by the normal gravity value computed on the
 KV0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0216.degrees latitude (g = 980.6199 gals.).
 KV0216
 KV0216.The modeled gravity was interpolated from observed gravity values.
 KV0216
 KV0216;                    North         East    Units  Estimated Accuracy
 KV0216;SPC NJ       -   196,070.      169,370.      MT  (+/- 180 meters Scaled)
 KV0216
 KV0216                          SUPERSEDED SURVEY CONTROL
 KV0216
 KV0216  NAVD 88 (06/15/91)    2.784  (m)            9.13   (f) UNKNOWN     1 2
 KV0216  NGVD 29 (04/16/92)    3.105  (m)           10.19   (f) ADJUSTED    1 2
 KV0216
 KV0216.Superseded values are not recommended for survey control.
 KV0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0216.See file dsdata.txt to determine how the superseded data were derived.
 KV0216
 KV0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK616945(NAD 83)
 KV0216_MARKER: DB = BENCH MARK DISK
 KV0216_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0216_SP_SET: BRIDGE PIER FOUNDATION
 KV0216_STAMPING: M 38 1952
 KV0216_MARK LOGO: CGS   
 KV0216_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0216
 KV0216  HISTORY     - Date     Condition        Report By
 KV0216  HISTORY     - 1952     MONUMENTED       CGS
 KV0216  HISTORY     - 1971     GOOD             USGS
 KV0216  HISTORY     - 1989     GOOD             USPSQD
 KV0216  HISTORY     - 20040407 POOR             GEOCAC
 KV0216  HISTORY     - 20040706 POOR             NJGS
 KV0216
 KV0216                          STATION DESCRIPTION
 KV0216
 KV0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0216'AT RAHWAY.
 KV0216'AT RAHWAY, AT THE OVERPASS OF U.S. HIGHWAY 1 AND 9 OVER EAST
 KV0216'HAZELWOOD AVENUE, SET IN THE TOP OF THE CONCRETE BASE, BETWEEN
 KV0216'THE TWO EAST POSTS, OF THE FIRST PIER SOUTH OF EAST HAZELWOOD
 KV0216'AVENUE OF OVERPASS, 28 FEET SOUTH OF CENTER LINE OF EAST
 KV0216'HAZELWOOD AVENUE, 7 FEET WEST OF EAST END OF PIER AND ABOUT
 KV0216'1 FOOT ABOVE LEVEL OF AVENUE.
 KV0216
 KV0216                          STATION RECOVERY (1971)
 KV0216
 KV0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KV0216'RECOVERED IN GOOD CONDITION.
 KV0216
 KV0216                          STATION RECOVERY (1989)
 KV0216
 KV0216'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0216'RECOVERED IN GOOD CONDITION.
 KV0216
 KV0216                          STATION RECOVERY (2004)
 KV0216
 KV0216'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 KV0216'THE POSTS OF THE OVERPASS BRIDGE ARE DETERIORATED AND REPAIR OR
 KV0216'RENOVATION OPERATIONS ARE IN PROCESS.  THE MARK LIES WITHIN THE FENCED
 KV0216'CONSTRUCTION AREA AND IS AT RISK OF BEING DISTURBED OR DESTROYED.
 KV0216
 KV0216                          STATION RECOVERY (2004)
 KV0216
 KV0216'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2004 (RJK)
 KV0216'THE STATION WAS RECOVERED AS DESCRIBED AND IS IN DANGER OF BEING
 KV0216'DESTROYED BY BRIDGE  REPLACEMENT WORK.  NEW STATIONS ARE BEING SET
 KV0216'NEARBY TO REPLACE THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0650 ***********************************************************************
 KV0650  DESIGNATION -  M 39 RESET
 KV0650  PID         -  KV0650
 KV0650  STATE/COUNTY-  NJ/MORRIS
 KV0650  USGS QUAD   -  MORRISTOWN (1981)
 KV0650
 KV0650                         *CURRENT SURVEY CONTROL
 KV0650  ___________________________________________________________________
 KV0650* NAD 83(1986)-  40 49 08.     (N)    074 25 07.     (W)     SCALED    
 KV0650* NAVD 88     -        73.821  (meters)     242.19   (feet)  ADJUSTED  
 KV0650  ___________________________________________________________________
 KV0650  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV0650  DYNAMIC HT  -          73.789 (meters)     242.09  (feet)  COMP
 KV0650  MODELED GRAV-     980,194.1   (mgal)                       NAVD 88
 KV0650
 KV0650  VERT ORDER  -  SECOND    CLASS II
 KV0650
 KV0650.The horizontal coordinates were scaled from a topographic map and have
 KV0650.an estimated accuracy of +/- 6 seconds.
 KV0650
 KV0650.The orthometric height was determined by differential leveling
 KV0650.and adjusted by the National Geodetic Survey in March 2005..
 KV0650
 KV0650.The geoid height was determined by GEOID03.
 KV0650
 KV0650.The dynamic height is computed by dividing the NAVD 88
 KV0650.geopotential number by the normal gravity value computed on the
 KV0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0650.degrees latitude (g = 980.6199 gals.).
 KV0650
 KV0650.The modeled gravity was interpolated from observed gravity values.
 KV0650
 KV0650;                    North         East    Units  Estimated Accuracy
 KV0650;SPC NJ       -   220,440.      156,870.      MT  (+/- 180 meters Scaled)
 KV0650
 KV0650                          SUPERSEDED SURVEY CONTROL
 KV0650
 KV0650  NAVD 88 (01/16/01)   73.834  (m)          242.24   (f) UNKNOWN     3 0
 KV0650  NGVD 29 (??/??/??)   74.12   (m)          243.2    (f) RESET       3  
 KV0650
 KV0650.Superseded values are not recommended for survey control.
 KV0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0650.See file dsdata.txt to determine how the superseded data were derived.
 KV0650
 KV0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL490188(NAD 83)
 KV0650_MARKER: DB = BENCH MARK DISK
 KV0650_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0650_SP_SET: SIDEWALK
 KV0650_STAMPING: M 39 RESET 1972
 KV0650_MARK LOGO: NGS   
 KV0650_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0650+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 KV0650
 KV0650  HISTORY     - Date     Condition        Report By
 KV0650  HISTORY     - 1972     MONUMENTED       NGS
 KV0650  HISTORY     - 1988     GOOD             USPSQD
 KV0650  HISTORY     - 1991     GOOD             USPSQD
 KV0650  HISTORY     - 19950408 GOOD             USPSQD
 KV0650  HISTORY     - 20021016 GOOD             NJGS
 KV0650
 KV0650                          STATION DESCRIPTION
 KV0650
 KV0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 KV0650'0.4 MI W FROM WHIPPANY.
 KV0650'0.45 MILE WEST ON WHIPPANY RD. FROM THE FIRST NATIONAL BANK
 KV0650'OF WHIPPANY, TO OUR LADY OF MERCY SCHOOL AND CHURCH ON RIGHT,
 KV0650'6.3 FEET NORTH OF NORTH CURB OF WHIPPANY RD., 1.5 FEET NORTH
 KV0650'OF NORTH EDGE OF EAST-WEST SIDEWALK, 13.7 FEET SOUTH OF A
 KV0650'SQUARE, METAL LAMPPOST, 39.0 FEET SOUTH-SOUTHEAST OF FLAGPOLE,
 KV0650'53.0 FEET SOUTH OF DOORS AT MIDDLE ENTRANCE TO THE SCHOOL,
 KV0650'AND CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE
 KV0650'12-FOOT-WIDE, CONCRETE WALK LEADING TO THE MIDDLE ENTRANCE
 KV0650'TO OUR LADY OF MERCY SCHOOL AND CHURCH.
 KV0650
 KV0650                          STATION RECOVERY (1988)
 KV0650
 KV0650'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 KV0650'RECOVERED IN GOOD CONDITION.
 KV0650
 KV0650                          STATION RECOVERY (1991)
 KV0650
 KV0650'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWK)
 KV0650'RECOVERED IN GOOD CONDITION.
 KV0650
 KV0650                          STATION RECOVERY (1995)
 KV0650
 KV0650'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0650'RECOVERED IN GOOD CONDITION.
 KV0650
 KV0650                          STATION RECOVERY (2002)
 KV0650
 KV0650'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 KV0650'THE STATION WAS RECOVERED AS DESCRIBED.
 KV0650' 
 KV0650'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1615 ***********************************************************************
 KU1615  DESIGNATION -  M 40
 KU1615  PID         -  KU1615
 KU1615  STATE/COUNTY-  NJ/BERGEN
 KU1615  USGS QUAD   -  YONKERS (1979)
 KU1615
 KU1615                         *CURRENT SURVEY CONTROL
 KU1615  ___________________________________________________________________
 KU1615* NAD 83(1986)-  40 54 46.     (N)    073 58 47.     (W)     SCALED    
 KU1615* NAVD 88     -        30.176  (meters)      99.00   (feet)  ADJUSTED  
 KU1615  ___________________________________________________________________
 KU1615  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 KU1615  DYNAMIC HT  -          30.165 (meters)      98.97  (feet)  COMP
 KU1615  MODELED GRAV-     980,252.5   (mgal)                       NAVD 88
 KU1615
 KU1615  VERT ORDER  -  SECOND    CLASS 0
 KU1615
 KU1615.The horizontal coordinates were scaled from a topographic map and have
 KU1615.an estimated accuracy of +/- 6 seconds.
 KU1615
 KU1615.The orthometric height was determined by differential leveling
 KU1615.and adjusted by the National Geodetic Survey in June 1991..
 KU1615
 KU1615.The geoid height was determined by GEOID03.
 KU1615
 KU1615.The dynamic height is computed by dividing the NAVD 88
 KU1615.geopotential number by the normal gravity value computed on the
 KU1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1615.degrees latitude (g = 980.6199 gals.).
 KU1615
 KU1615.The modeled gravity was interpolated from observed gravity values.
 KU1615
 KU1615;                    North         East    Units  Estimated Accuracy
 KU1615;SPC NJ       -   230,990.      193,830.      MT  (+/- 180 meters Scaled)
 KU1615
 KU1615                          SUPERSEDED SURVEY CONTROL
 KU1615
 KU1615  NGVD 29 (??/??/92)   30.483  (m)          100.01   (f) ADJ UNCH    2 0
 KU1615
 KU1615.Superseded values are not recommended for survey control.
 KU1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1615.See file dsdata.txt to determine how the superseded data were derived.
 KU1615
 KU1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL859295(NAD 83)
 KU1615_MARKER: DB = BENCH MARK DISK
 KU1615_SETTING: 80 = SET IN A BOULDER
 KU1615_SP_SET: BOULDER
 KU1615_STAMPING: M 40 1956
 KU1615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1615+STABILITY: SURFACE MOTION
 KU1615
 KU1615  HISTORY     - Date     Condition        Report By
 KU1615  HISTORY     - 1956     MONUMENTED       CGS
 KU1615  HISTORY     - 19920221 MARK NOT FOUND   NJGS
 KU1615  HISTORY     - 19950915 MARK NOT FOUND   USPSQD
 KU1615  HISTORY     - 20060528 MARK NOT FOUND   GEOCAC
 KU1615
 KU1615                          STATION DESCRIPTION
 KU1615
 KU1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU1615'0.9 MI E FROM BERGENFIELD.
 KU1615'0.2 MILE EAST ALONG LIBERTY ROAD FROM THE FOSTER VILLAGE STATION
 KU1615'POST OFFICE AT BERGENFIELD, THENCE 0.7 MILE EAST ALONG IVY LANE,
 KU1615'AT THE NORTHWEST CORNER OF THE INTERSECTION OF IVY LANE AND
 KU1615'KNICKERBOCKER ROAD, 202 FEET NORTH OF THE CENTERLINE OF IVY
 KU1615'LANE, 32 FEET NORTH OF POWER POLE NO. 60754, 21.7 FEET WEST
 KU1615'OF THE CENTERLINE OF KNICKERBOCKER ROAD, SET IN TOP OF 3 BY 3
 KU1615'FOOT BOULDER ON THE WEST SIDE OF THE ROAD, ABOUT 3 FEET ABOVE
 KU1615'THE LEVEL OF ROAD.
 KU1615
 KU1615                          STATION RECOVERY (1992)
 KU1615
 KU1615'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KU1615'THE STATION WAS SEARCH FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KU1615'SEARCH BY A TWO MAN PARTY.  A BRICK WALL HAS BEEN CONSTRUCTED IN THE
 KU1615'AREA OF THE MARK.  NO TRACE OF THE BOULDER COULD BE FOUND.  THE
 KU1615'STATION IS CONSIDERED LOST.
 KU1615
 KU1615                          STATION RECOVERY (1995)
 KU1615
 KU1615'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU1615'MARK NOT FOUND.
 KU1615
 KU1615                          STATION RECOVERY (2006)
 KU1615
 KU1615'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KU1615'UNABLE TO LOCATE.  THE GROUND HAS BEEN LEVELED, AND A BRICK WALL
 KU1615'BUILT, BEHIND THE LOCATION OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1098 ***********************************************************************
 KV1098  DESIGNATION -  M 41
 KV1098  PID         -  KV1098
 KV1098  STATE/COUNTY-  NJ/MERCER
 KV1098  USGS QUAD   -  PENNINGTON (1995)
 KV1098
 KV1098                         *CURRENT SURVEY CONTROL
 KV1098  ___________________________________________________________________
 KV1098* NAD 83(1986)-  40 17 21.     (N)    074 48 42.     (W)     SCALED    
 KV1098* NAVD 88     -        57.068  (meters)     187.23   (feet)  ADJUSTED  
 KV1098  ___________________________________________________________________
 KV1098  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KV1098  DYNAMIC HT  -          57.041 (meters)     187.14  (feet)  COMP
 KV1098  MODELED GRAV-     980,159.2   (mgal)                       NAVD 88
 KV1098
 KV1098  VERT ORDER  -  FIRST     CLASS I
 KV1098
 KV1098.The horizontal coordinates were scaled from a topographic map and have
 KV1098.an estimated accuracy of +/- 6 seconds.
 KV1098
 KV1098.The orthometric height was determined by differential leveling
 KV1098.and adjusted by the National Geodetic Survey in June 1991..
 KV1098
 KV1098.The geoid height was determined by GEOID03.
 KV1098
 KV1098.The dynamic height is computed by dividing the NAVD 88
 KV1098.geopotential number by the normal gravity value computed on the
 KV1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1098.degrees latitude (g = 980.6199 gals.).
 KV1098
 KV1098.The modeled gravity was interpolated from observed gravity values.
 KV1098
 KV1098;                    North         East    Units  Estimated Accuracy
 KV1098;SPC NJ       -   161,670.      123,500.      MT  (+/- 180 meters Scaled)
 KV1098
 KV1098                          SUPERSEDED SURVEY CONTROL
 KV1098
 KV1098  NGVD 29 (01/10/92)   57.368  (m)          188.21   (f) ADJUSTED    1 1
 KV1098
 KV1098.Superseded values are not recommended for survey control.
 KV1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1098.See file dsdata.txt to determine how the superseded data were derived.
 KV1098
 KV1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK160598(NAD 83)
 KV1098_MARKER: DB = BENCH MARK DISK
 KV1098_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV1098_SP_SET: BRIDGE GUARDRAIL
 KV1098_STAMPING: M 41 1963
 KV1098_MARK LOGO: CGS   
 KV1098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1098+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1988
 KV1098
 KV1098  HISTORY     - Date     Condition        Report By
 KV1098  HISTORY     - 1963     MONUMENTED       CGS
 KV1098  HISTORY     - 19880211 GOOD             NJGS
 KV1098  HISTORY     - 19990818 MARK NOT FOUND   NJGS
 KV1098  HISTORY     - 20051125 MARK NOT FOUND   USPSQD
 KV1098
 KV1098                          STATION DESCRIPTION
 KV1098
 KV1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KV1098'5.4 MI SE FROM WASHINGTON CROSSING.
 KV1098'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE INTERSECTION
 KV1098'OF STATE HIGHWAY 546 AT WASHINGTON CROSSING, THENCE 2.6 MILES
 KV1098'NORTHEAST ALONG A FREEWAY, SET ON THE TOP AND AT THE SOUTH END
 KV1098'OF THE WEST CONCRETE GUARD RAIL OF THE LARGE SCOTCH ROAD BRIDGE
 KV1098'OVER THE FREEWAY, 0.1 MILE SOUTH OF THE JUNCTION OF SCOTCH ROAD
 KV1098'AND NURSERY ROAD, 0.4 MILE NORTH ALONG SCOTCH ROAD FROM THE
 KV1098'MAIN ENTRANCE TO THE MERCER COUNTY AIRPORT, 30 FEET WEST OF
 KV1098'THE CENTER LINE OF SCOTCH ROAD, 0.2 FOOT NORTH OF THE SOUTH
 KV1098'END OF THE GUARD RAIL AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
 KV1098
 KV1098                          STATION RECOVERY (1988)
 KV1098
 KV1098'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1098'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1098'4.2 KM (2.60 MI) NORTHEAST ON INTERSTATE HIGHWAY I 95 FROM ITS
 KV1098'INTERSECTION WITH STATE HIGHWAY 29, SET ON TOP AND AT THE SOUTH END OF
 KV1098'THE WEST CONCRETE GUARDRAIL OF THE SCOTCH ROAD BRIDGE OVER THE
 KV1098'INTERSTATE, INTERCHANGE 3, STATION CAN ALSO BE REACHED GOING 0.65 KM
 KV1098'(0.40 MI) ALONG SCOTCH ROAD FROM THE MAIN ENTRANCE TO THE MERCER
 KV1098'COUNTY AIRPORT, 9.30 M (30.5 FT) WEST OF THE CENTERLINE OF SCOTCH
 KV1098'ROAD, 0.06 M (0.2 FT) NORTH OF THE SOUTH END OF THE GUARD RAIL, ABOUT
 KV1098'0.9 M (3.0 FT) ABOVE LEVEL OF SCOTCH ROAD.
 KV1098
 KV1098                          STATION RECOVERY (1999)
 KV1098
 KV1098'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (ECB)
 KV1098'THE SCOTCH ROAD BRIDGE WAS REPLACED IN 1991.  A NEW DISK IS IN THE
 KV1098'SAME LOCATION AS THE ORIGINAL BUT IT IS UN-STAMPED AND HAS NOT BEEN
 KV1098'SURVEYED TO ESTABLISH AN ELEVATION OR POSITION AS OF THIS DATE.
 KV1098
 KV1098                          STATION RECOVERY (2005)
 KV1098
 KV1098'RECOVERY NOTE BY US POWER SQUADRON 2005 (RRL)
 KV1098'THERE IS A NEW MUCH ENLARGED AND WIDENED OVERPASS OVER I-95
 KV1098'CONSTRUCTED IN 2003.  NO MONUMENT WAS RECOVERED AT THE LISTED
 KV1098'COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0922 ***********************************************************************
 KV0922  DESIGNATION -  M 53
 KV0922  PID         -  KV0922
 KV0922  STATE/COUNTY-  NJ/MIDDLESEX
 KV0922  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0922
 KV0922                         *CURRENT SURVEY CONTROL
 KV0922  ___________________________________________________________________
 KV0922* NAD 83(1986)-  40 28 26.     (N)    074 19 19.     (W)     SCALED    
 KV0922* NAVD 88     -         4.603  (meters)      15.10   (feet)  ADJUSTED  
 KV0922  ___________________________________________________________________
 KV0922  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KV0922  DYNAMIC HT  -           4.601 (meters)      15.10  (feet)  COMP
 KV0922  MODELED GRAV-     980,209.6   (mgal)                       NAVD 88
 KV0922
 KV0922  VERT ORDER  -  SECOND    CLASS 0
 KV0922
 KV0922.The horizontal coordinates were scaled from a topographic map and have
 KV0922.an estimated accuracy of +/- 6 seconds.
 KV0922
 KV0922.The orthometric height was determined by differential leveling
 KV0922.and adjusted by the National Geodetic Survey in June 1991..
 KV0922
 KV0922.The geoid height was determined by GEOID03.
 KV0922
 KV0922.The dynamic height is computed by dividing the NAVD 88
 KV0922.geopotential number by the normal gravity value computed on the
 KV0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0922.degrees latitude (g = 980.6199 gals.).
 KV0922
 KV0922.The modeled gravity was interpolated from observed gravity values.
 KV0922
 KV0922;                    North         East    Units  Estimated Accuracy
 KV0922;SPC NJ       -   182,150.      165,100.      MT  (+/- 180 meters Scaled)
 KV0922
 KV0922                          SUPERSEDED SURVEY CONTROL
 KV0922
 KV0922  NGVD 29 (04/16/92)    4.901  (m)           16.08   (f) ADJUSTED    2 0
 KV0922
 KV0922.Superseded values are not recommended for survey control.
 KV0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0922.See file dsdata.txt to determine how the superseded data were derived.
 KV0922
 KV0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK574805(NAD 83)
 KV0922_MARKER: DB = BENCH MARK DISK
 KV0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0922_STAMPING: M 53 1961
 KV0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0922+STABILITY: SURFACE MOTION
 KV0922
 KV0922  HISTORY     - Date     Condition        Report By
 KV0922  HISTORY     - 1961     MONUMENTED       CGS
 KV0922
 KV0922                          STATION DESCRIPTION
 KV0922
 KV0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0922'2.6 MI E FROM SAYREVILLE.
 KV0922'2.6 MILES EAST ALONG MAIN STREET OR SAYREVILLE ROAD FROM THE
 KV0922'POST OFFICE AT SAYREVILLE, 36 FEET WEST OF THE CENTERLINE OF A
 KV0922'GRAVELED CROSSROAD, 23.5 FEET NORTH OF THE CENTERLINE OF
 KV0922'SAYERVILLE ROAD, 6.5 FEET NORTHWEST OF A FIRE HYDRANT, 6.5 FEET
 KV0922'NORTHEAST OF A CABLE LINE POLE AND 1 FOOT NORTHWEST OF A METAL
 KV0922'WITNESS POST.  SET IN A ROUND TOPPED CONCRETE POST PROJECTING 2
 KV0922'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0833 ***********************************************************************
 KV0833  DESIGNATION -  M 54
 KV0833  PID         -  KV0833
 KV0833  STATE/COUNTY-  NJ/OCEAN
 KV0833  USGS QUAD   -  POINT PLEASANT (1989)
 KV0833
 KV0833                         *CURRENT SURVEY CONTROL
 KV0833  ___________________________________________________________________
 KV0833* NAD 83(1986)-  40 06 09.     (N)    074 02 13.     (W)     SCALED    
 KV0833* NAVD 88     -         2.232  (meters)       7.32   (feet)  ADJUSTED  
 KV0833  ___________________________________________________________________
 KV0833  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV0833  DYNAMIC HT  -           2.231 (meters)       7.32  (feet)  COMP
 KV0833  MODELED GRAV-     980,157.0   (mgal)                       NAVD 88
 KV0833
 KV0833  VERT ORDER  -  FIRST     CLASS II
 KV0833
 KV0833.The horizontal coordinates were scaled from a topographic map and have
 KV0833.an estimated accuracy of +/- 6 seconds.
 KV0833
 KV0833.The orthometric height was determined by differential leveling
 KV0833.and adjusted by the National Geodetic Survey in March 2001..
 KV0833.No vertical observational check was made to the station.
 KV0833
 KV0833.The geoid height was determined by GEOID03.
 KV0833
 KV0833.The dynamic height is computed by dividing the NAVD 88
 KV0833.geopotential number by the normal gravity value computed on the
 KV0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0833.degrees latitude (g = 980.6199 gals.).
 KV0833
 KV0833.The modeled gravity was interpolated from observed gravity values.
 KV0833
 KV0833;                    North         East    Units  Estimated Accuracy
 KV0833;SPC NJ       -   141,000.      189,480.      MT  (+/- 180 meters Scaled)
 KV0833
 KV0833                          SUPERSEDED SURVEY CONTROL
 KV0833
 KV0833  NAVD 88 (??/??/92)    2.232  (m)            7.32   (f) UNKNOWN     3 0
 KV0833  NGVD 29 (04/16/92)    2.567  (m)            8.42   (f) ADJUSTED    1 1
 KV0833
 KV0833.Superseded values are not recommended for survey control.
 KV0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0833.See file dsdata.txt to determine how the superseded data were derived.
 KV0833
 KV0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK820395(NAD 83)
 KV0833_MARKER: DB = BENCH MARK DISK
 KV0833_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV0833+WITH SETTING: PAVEMENT
 KV0833_SP_SET: FLAG TOWER BASE
 KV0833_STAMPING: M 54
 KV0833_MARK LOGO: CGS   
 KV0833_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0833+STABILITY: SURFACE MOTION
 KV0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0833+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1996
 KV0833
 KV0833  HISTORY     - Date     Condition        Report By
 KV0833  HISTORY     - 1961     MONUMENTED       CGS
 KV0833  HISTORY     - 1964     GOOD             CGS
 KV0833  HISTORY     - 1974     GOOD             USGS
 KV0833  HISTORY     - 1976     GOOD             NGS
 KV0833  HISTORY     - 1990     GOOD             USPSQD
 KV0833  HISTORY     - 19900823 GOOD             NJGS
 KV0833  HISTORY     - 19960909 GOOD             NJGS
 KV0833  HISTORY     - 20010417 MARK NOT FOUND   NJGS
 KV0833
 KV0833                          STATION DESCRIPTION
 KV0833
 KV0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0833'1.4 MI NE FROM PT PLEASANT BEACH.
 KV0833'0.55 MILE NORTH ALONG THE NEW YORK AND LONG BRANCH RAILROAD FROM
 KV0833'THE STATION AT POINT PLEASANT BEACH, THENCE 0.65 MILE EAST ALONG
 KV0833'BROADWAY, THENCE 0.1 MILE NORTH ALONG OCEAN AVENUE, THENCE 0.1
 KV0833'MILE NORTHWEST ALONG INLET DRIVE, ON THE SOUTH SIDE OF MANASQUAN
 KV0833'INLET AT THE COAST GUARD STATION, 46 FEET SOUTHWEST OF THE CENTER
 KV0833'LINE OF INLET DRIVE, 37 FEET WEST OF THE NORTHWEST CORNER OF THE
 KV0833'INLET RESTAURANT, 19 FEET SOUTHEAST OF THE CENTER LINE OF A
 KV0833'DRIVEWAY, 28.5 FEET SOUTHEAST OF THE EAST CORNER OF A CHAIN LINK
 KV0833'FENCE AROUND A SHORAN TOWER, SET ON THE TOP OF A CONCRETE BASE
 KV0833'OF THE EAST LEG OF THE FLAG TOWER AT THE NORTH SIDE OF THE COAST
 KV0833'GUARD STATION.
 KV0833
 KV0833                          STATION RECOVERY (1974)
 KV0833
 KV0833'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KV0833'RECOVERED IN GOOD CONDITION.
 KV0833
 KV0833                          STATION RECOVERY (1976)
 KV0833
 KV0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KV0833'RECOVERED IN GOOD CONDITION.
 KV0833
 KV0833                          STATION RECOVERY (1990)
 KV0833
 KV0833'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0833'RECOVERED IN GOOD CONDITION.
 KV0833
 KV0833                          STATION RECOVERY (1990)
 KV0833
 KV0833'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV0833'THE MARK IS LOCATED IN POINT PLEASANT BEACH BOROUGH, AT THE MANASQUAN
 KV0833'COAST GUARD STATION, ON THE SOUTH SHORE OF THE MANASQUAN INLET. TO
 KV0833'REACH THE MARK FROM THE JUNCTION OF STATE ROUTE 35 AND BROADWAY, JUST
 KV0833'SOUTH OF THE ROUTE 35 BRIDGE OVER THE MANASQUAN RIVER, GO 0.8 MI
 KV0833'(1.3 KM) EAST ON BROADWAY TO THE SIGNAL JUNCTION AT OCEAN AVENUE,
 KV0833'TURN LEFT ON OCEAN AVENUE, THAT BECOMES A ONE WAY STREET NORTH AT THE
 KV0833'JUNCTION, AND GO 1 BLOCK TO A PARKING LOT AT THE INLET AHEAD AND
 KV0833'INLET DRIVE ON THE LEFT, A ONE WAY STREET, TURN LEFT AND GO TO THE
 KV0833'MAIN COAST GUARD STATION BUILDING AND THE MARK ON THE LEFT,
 KV0833'SURROUNDED BY THE BITUMINOUS PAVING OF A VOLLEYBALL COURT. THE MARK
 KV0833'IS 46 FT (14.0 M) SOUTHWEST OF THE INLET DRIVE CENTERLINE, 85 FT
 KV0833'(25.9 M) SOUTHEAST OF STATION, MAN, 30 FT (9.1 M) SOUTHWEST OF THE
 KV0833'INLET DRIVE CURBLINE AND FLUSH IN THE REMAINING CONCRETE BASE OF THE
 KV0833'REMOVED FLAG TOWER, THE SHORAN TOWER IS ALSO REMOVED.
 KV0833
 KV0833                          STATION RECOVERY (1996)
 KV0833
 KV0833'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV0833'RECOVERED AS DESCRIBED.
 KV0833
 KV0833                          STATION RECOVERY (2001)
 KV0833
 KV0833'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV0833'THE STATION DISK HAS BEEN BROKEN OFF AND IS MISSING.  THE STEM REMAINS
 KV0833'IN THE CONCRETE FLAG TOWER BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3525 ***********************************************************************
 KV3525  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3525  DESIGNATION -  M 54 RESET
 KV3525  PID         -  KV3525
 KV3525  STATE/COUNTY-  NJ/OCEAN
 KV3525  USGS QUAD   -  POINT PLEASANT (1989)
 KV3525
 KV3525                         *CURRENT SURVEY CONTROL
 KV3525  ___________________________________________________________________
 KV3525* NAD 83(1996)-  40 06 09.99176(N)    074 02 14.87616(W)     ADJUSTED  
 KV3525* NAVD 88     -         2.546  (meters)       8.35   (feet)  ADJUSTED  
 KV3525  ___________________________________________________________________
 KV3525  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 KV3525  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV3525  DYNAMIC HT  -           2.545 (meters)       8.35  (feet)  COMP
 KV3525  MODELED GRAV-     980,157.0   (mgal)                       NAVD 88
 KV3525
 KV3525  HORZ ORDER  -  THIRD
 KV3525  VERT ORDER  -  FIRST     CLASS II
 KV3525
 KV3525.The horizontal coordinates were established by classical geodetic methods
 KV3525.and adjusted by the National Geodetic Survey in May 2000..
 KV3525
 KV3525.The orthometric height was determined by differential leveling
 KV3525.and adjusted by the National Geodetic Survey in March 2001..
 KV3525.No vertical observational check was made to the station.
 KV3525
 KV3525.This Tidal Bench Mark is designated as VM 2599
 KV3525.by the Center for Operational Oceanographic Products and Services.
 KV3525
 KV3525.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3525
 KV3525.The geoid height was determined by GEOID03.
 KV3525
 KV3525.The dynamic height is computed by dividing the NAVD 88
 KV3525.geopotential number by the normal gravity value computed on the
 KV3525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3525.degrees latitude (g = 980.6199 gals.).
 KV3525
 KV3525.The modeled gravity was interpolated from observed gravity values.
 KV3525
 KV3525;                    North         East     Units Scale Factor Converg.
 KV3525;SPC NJ       -   141,027.541   189,434.447   MT  0.99991914   +0 17 52.6
 KV3525;SPC NJ       -   462,687.86    621,502.85   sFT  0.99991914   +0 17 52.6
 KV3525;UTM  18      - 4,439,608.310   582,039.001   MT  0.99968285   +0 37 12.2
 KV3525
 KV3525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3525!SPC NJ       -   1.00000478  x   0.99991914  =   0.99992392
 KV3525!UTM  18      -   1.00000478  x   0.99968285  =   0.99968763
 KV3525
 KV3525                          SUPERSEDED SURVEY CONTROL
 KV3525
 KV3525  NAD 83(1996)-  40 06 10.76092(N)    074 02 13.75938(W) AD(       ) 3
 KV3525  NAD 83(1986)-  40 06 10.75718(N)    074 02 13.75436(W) AD(       ) 3
 KV3525  NAD 27      -  40 06 10.34504(N)    074 02 15.25790(W) AD(       ) 3
 KV3525  NGVD 29 (??/??/??)    2.93   (m)            9.6    (f) RESET       3  
 KV3525
 KV3525.Superseded values are not recommended for survey control.
 KV3525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3525.See file dsdata.txt to determine how the superseded data were derived.
 KV3525
 KV3525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8203939608(NAD 83)
 KV3525_MARKER: DV = VERTICAL CONTROL DISK
 KV3525_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV3525_SP_SET: SLAB
 KV3525_STAMPING: M 54 RESET 1976
 KV3525_MARK LOGO: NGS   
 KV3525_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3525+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2002
 KV3525
 KV3525  HISTORY     - Date     Condition        Report By
 KV3525  HISTORY     - 1976     MONUMENTED       NGS
 KV3525  HISTORY     - 1990     GOOD             USPSQD
 KV3525  HISTORY     - 19950824 MARK NOT FOUND   USPSQD
 KV3525  HISTORY     - 19960909 GOOD             NJGS
 KV3525  HISTORY     - 20010417 GOOD             NJGS
 KV3525  HISTORY     - 20020718 GOOD             USGS
 KV3525  HISTORY     - 20030922 GOOD             USGS
 KV3525
 KV3525                          STATION DESCRIPTION
 KV3525
 KV3525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 KV3525'IN PT PLEASANT.
 KV3525'THE MARK IS LOCATED IN THE NORTH PART OF POINT PLEASANT, IN THE
 KV3525'CONCRETE LANDING FOR THE NORTH ENTRANCE FOR THE POINT PLEASANT COAST
 KV3525'GUARD STATION.  IT IS CEMENTED IN A DRILL HOLE IN THE 4 FOOT SQUARE
 KV3525'CONCRETE LANDING, 1 FOOT WEST OF THE EAST EDGE OF THE CONCRETE, 4.8
 KV3525'FEET NORTH OF THE CENTER OF THE NORTH ENTRANCE, 110.3 FEET EAST OF A
 KV3525'WITNESS POST AND 114 FEET SOUTHWEST OF THE CENTER OF INLET DRIVE.
 KV3525
 KV3525                          STATION RECOVERY (1990)
 KV3525
 KV3525'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV3525'RECOVERED IN GOOD CONDITION.
 KV3525
 KV3525                          STATION RECOVERY (1995)
 KV3525
 KV3525'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3525'MARK NOT FOUND.
 KV3525
 KV3525                          STATION RECOVERY (1996)
 KV3525
 KV3525'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV3525'RECOVERED AS DESCRIBED.
 KV3525
 KV3525                          STATION RECOVERY (2001)
 KV3525
 KV3525'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV3525'RECOVERED IN GOOD CONDITION.
 KV3525
 KV3525                          STATION RECOVERY (2002)
 KV3525
 KV3525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 KV3525'RECOVERED IN GOOD CONDITION.
 KV3525
 KV3525                          STATION RECOVERY (2003)
 KV3525
 KV3525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 KV3525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0235 ***********************************************************************
 JU0235  DESIGNATION -  M 55
 JU0235  PID         -  JU0235
 JU0235  STATE/COUNTY-  NJ/OCEAN
 JU0235  USGS QUAD   -  TUCKERTON (1995)
 JU0235
 JU0235                         *CURRENT SURVEY CONTROL
 JU0235  ___________________________________________________________________
 JU0235* NAD 83(1996)-  39 32 07.60966(N)    074 19 21.17116(W)     ADJUSTED  
 JU0235* NAVD 88     -         0.666  (meters)       2.19   (feet)  ADJUSTED  
 JU0235  ___________________________________________________________________
 JU0235  X           -   1,331,023.972 (meters)                     COMP
 JU0235  Y           -  -4,742,431.903 (meters)                     COMP
 JU0235  Z           -   4,038,318.421 (meters)                     COMP
 JU0235  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 JU0235  ELLIP HEIGHT-         -33.11  (meters)          (10/23/02) GPS OBS
 JU0235  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JU0235  DYNAMIC HT  -           0.666 (meters)       2.19  (feet)  COMP
 JU0235  MODELED GRAV-     980,136.7   (mgal)                       NAVD 88
 JU0235
 JU0235  HORZ ORDER  -  FIRST
 JU0235  VERT ORDER  -  FIRST     CLASS II
 JU0235  ELLP ORDER  -  FOURTH    CLASS I
 JU0235
 JU0235.The horizontal coordinates were established by GPS observations
 JU0235.and adjusted by the National Geodetic Survey in May 1999..
 JU0235
 JU0235.The orthometric height was determined by differential leveling
 JU0235.and adjusted by the National Geodetic Survey in March 2001..
 JU0235.No vertical observational check was made to the station.
 JU0235
 JU0235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0235
 JU0235.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0235
 JU0235.The ellipsoidal height was determined by GPS observations
 JU0235.and is referenced to NAD 83.
 JU0235
 JU0235.The geoid height was determined by GEOID03.
 JU0235
 JU0235.The dynamic height is computed by dividing the NAVD 88
 JU0235.geopotential number by the normal gravity value computed on the
 JU0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0235.degrees latitude (g = 980.6199 gals.).
 JU0235
 JU0235.The modeled gravity was interpolated from observed gravity values.
 JU0235
 JU0235;                    North         East     Units Scale Factor Converg.
 JU0235;SPC NJ       -    77,955.217   165,254.016   MT  0.99990286   +0 06 46.7
 JU0235;SPC NJ       -   255,758.07    542,170.88   sFT  0.99990286   +0 06 46.7
 JU0235;UTM  18      - 4,376,417.556   558,217.357   MT  0.99964173   +0 25 52.5
 JU0235
 JU0235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0235!SPC NJ       -   1.00000519  x   0.99990286  =   0.99990805
 JU0235!UTM  18      -   1.00000519  x   0.99964173  =   0.99964692
 JU0235
 JU0235                          SUPERSEDED SURVEY CONTROL
 JU0235
 JU0235  ELLIP H (05/14/99)  -33.13   (m)                       GP(       ) 4 1
 JU0235  NAD 83(1986)-  39 32 07.60389(N)    074 19 21.16822(W) AD(       ) 1
 JU0235  NAVD 88 (06/15/91)    0.770  (m)            2.53   (f) UNKNOWN     2 0
 JU0235  NGVD 29 (??/??/??)    1.157  (m)            3.80   (f) ADJUSTED    2 0
 JU0235
 JU0235.Superseded values are not recommended for survey control.
 JU0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0235.See file dsdata.txt to determine how the superseded data were derived.
 JU0235
 JU0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5821776418(NAD 83)
 JU0235_MARKER: DB = BENCH MARK DISK
 JU0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0235_STAMPING: M 55 1961
 JU0235_MARK LOGO: CGS   
 JU0235_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0235+STABILITY: SURFACE MOTION
 JU0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0235+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1998
 JU0235
 JU0235  HISTORY     - Date     Condition        Report By
 JU0235  HISTORY     - 1961     MONUMENTED       CGS
 JU0235  HISTORY     - 1985     GOOD             USPSQD
 JU0235  HISTORY     - 19950131 GOOD             NJGS
 JU0235  HISTORY     - 19960523 GOOD             NJGS
 JU0235  HISTORY     - 19980831 GOOD             NJGS
 JU0235
 JU0235                          STATION DESCRIPTION
 JU0235
 JU0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0235'5.1 MI S FROM TUCKERTON.
 JU0235'0.3 MILE SOUTHWEST ON U.S. HIGHWAY 9 FROM THE POST OFFICE AT
 JU0235'TUCKERTON, THENCE 4.8 MILES SOUTH OF GREAT BAY BOULEVARD, 0.2
 JU0235'MILE NORTH OF BRIDGE OVER BIG SHEEPSHEAD, 120 FEET SOUTH OF THE
 JU0235'CENTER OF A THREE PIPE CULVERT UNDER THE ROAD, 27 FEET WEST OF THE
 JU0235'CENTERLINE OF THE ROAD AND 1.5 FEET EAST OF A METAL WITNESS POST.
 JU0235'SET IN A CONCRETE POST PROJECTING ONE INCH.
 JU0235
 JU0235                          STATION RECOVERY (1985)
 JU0235
 JU0235'RECOVERY NOTE BY US POWER SQUADRON 1985 (CWK)
 JU0235'RECOVERED IN GOOD CONDITION.
 JU0235
 JU0235                          STATION RECOVERY (1995)
 JU0235
 JU0235'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0235'RECOVERED AS DESCRIBED.
 JU0235
 JU0235                          STATION RECOVERY (1996)
 JU0235
 JU0235'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (RJK)
 JU0235'THE STATION IS LOCATED IN LITTLE EGG TOWNSHIP, ON THE ACCESS ROAD,
 JU0235'GREAT BAY BOULEVARD, LEADING TO THE FORMER COAST GUARD STATION, NOW
 JU0235'USED BY RUTGERS UNIVERSITY.  TO REACH THE STATION FROM THE JUNCTION OF
 JU0235'GREAT BAY BOULEVARD AND U.S.  HIGHWAY 9, JUST SOUTH OF TUCKERTON,
 JU0235'PROCEED 4.9 MI (7.9 KM) SOUTHEAST ON GREAT BAY BOULEVARD TO THE
 JU0235'STATION ON THE RIGHT.  THE STATION IS ABOUT 0.2 MI (0.3 KM) NORTHWEST
 JU0235'OF THE GREAT BAY BOULEVARD BRIDGE SPANNING BIG SHEEPHEAD CREEK, 8.8FT
 JU0235'NORTH OF POLE NUMBER P18893, 14.5 FT (4.4 M) WEST OF THE WEST EDGE OF
 JU0235'PAVEMENT OF GREAT BAY BOULEVARD, 101.0 FT (30.8 M) NORTH NORTHWEST OF
 JU0235'THE NORTHEAST CORNER OF A 6 FT (1.8 M) CHAINLINK FENCE SURROUNDING
 JU0235'CAPTAIN MIKES BOATYARD, 18.0 FT (5.5 M) EAST OF THE EAST LEG OF A
 JU0235'WOODEN SIGN FOR CATAIN MIKES BOATYARD.  THE STATION IS FLUSH WITH THE
 JU0235'GROUND.
 JU0235
 JU0235                          STATION RECOVERY (1998)
 JU0235
 JU0235'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 JU0235'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0507 ***********************************************************************
 JU0507  DESIGNATION -  M 57
 JU0507  PID         -  JU0507
 JU0507  STATE/COUNTY-  NJ/ATLANTIC
 JU0507  USGS QUAD   -  MAYS LANDING (1989)
 JU0507
 JU0507                         *CURRENT SURVEY CONTROL
 JU0507  ___________________________________________________________________
 JU0507* NAD 83(1986)-  39 25 38.     (N)    074 42 06.     (W)     SCALED    
 JU0507* NAVD 88     -         3.015  (meters)       9.89   (feet)  ADJUSTED  
 JU0507  ___________________________________________________________________
 JU0507  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JU0507  DYNAMIC HT  -           3.014 (meters)       9.89  (feet)  COMP
 JU0507  MODELED GRAV-     980,121.3   (mgal)                       NAVD 88
 JU0507
 JU0507  VERT ORDER  -  SECOND    CLASS 0
 JU0507
 JU0507.The horizontal coordinates were scaled from a topographic map and have
 JU0507.an estimated accuracy of +/- 6 seconds.
 JU0507
 JU0507.The orthometric height was determined by differential leveling
 JU0507.and adjusted by the National Geodetic Survey in June 1991..
 JU0507
 JU0507.The geoid height was determined by GEOID03.
 JU0507
 JU0507.The dynamic height is computed by dividing the NAVD 88
 JU0507.geopotential number by the normal gravity value computed on the
 JU0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0507.degrees latitude (g = 980.6199 gals.).
 JU0507
 JU0507.The modeled gravity was interpolated from observed gravity values.
 JU0507
 JU0507;                    North         East    Units  Estimated Accuracy
 JU0507;SPC NJ       -    65,950.      132,640.      MT  (+/- 180 meters Scaled)
 JU0507
 JU0507                          SUPERSEDED SURVEY CONTROL
 JU0507
 JU0507  NGVD 29 (??/??/??)    3.403  (m)           11.16   (f) ADJUSTED    2 0
 JU0507
 JU0507.Superseded values are not recommended for survey control.
 JU0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0507.See file dsdata.txt to determine how the superseded data were derived.
 JU0507
 JU0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ256642(NAD 83)
 JU0507_MARKER: DB = BENCH MARK DISK
 JU0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0507_SP_SET: CULVERT
 JU0507_STAMPING: M 57 1961
 JU0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0507
 JU0507  HISTORY     - Date     Condition        Report By
 JU0507  HISTORY     - 1961     MONUMENTED       CGS
 JU0507
 JU0507                          STATION DESCRIPTION
 JU0507
 JU0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0507'1.9 MI SE FROM MAYS LANDING.
 JU0507'1.9 MILES SOUTHEAST ON COUNTY ROAD 559 FROM THE JUNCTION WITH
 JU0507'U.S. HIGHWAY 40 SOUTHEAST OF MAYS LANDING, 21 FEET EAST OF THE
 JU0507'CENTER LINE OF COUNTY ROAD 559 AND IN THE EAST CONCRETE HEADWALL
 JU0507'AT THE SOUTH END OF THE CULVERT OVER GRAVELLY RUN, JUST OUTSIDE
 JU0507'OF THE GUARD RAIL.  SET IN A DRILL HOLE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0426 ***********************************************************************
 JU0426  DESIGNATION -  M 58
 JU0426  PID         -  JU0426
 JU0426  STATE/COUNTY-  NJ/CAPE MAY
 JU0426  USGS QUAD   -  STONE HARBOR (1972)
 JU0426
 JU0426                         *CURRENT SURVEY CONTROL
 JU0426  ___________________________________________________________________
 JU0426* NAD 83(1986)-  39 02 57.     (N)    074 50 44.     (W)     SCALED    
 JU0426* NAVD 88     -         4.030  (meters)      13.22   (feet)  ADJUSTED  
 JU0426  ___________________________________________________________________
 JU0426  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 JU0426  DYNAMIC HT  -           4.028 (meters)      13.22  (feet)  COMP
 JU0426  MODELED GRAV-     980,061.3   (mgal)                       NAVD 88
 JU0426
 JU0426  VERT ORDER  -  FIRST     CLASS II
 JU0426
 JU0426.The horizontal coordinates were scaled from a topographic map and have
 JU0426.an estimated accuracy of +/- 6 seconds.
 JU0426
 JU0426.The orthometric height was determined by differential leveling
 JU0426.and adjusted by the National Geodetic Survey in June 1991..
 JU0426
 JU0426.The geoid height was determined by GEOID03.
 JU0426
 JU0426.The dynamic height is computed by dividing the NAVD 88
 JU0426.geopotential number by the normal gravity value computed on the
 JU0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0426.degrees latitude (g = 980.6199 gals.).
 JU0426
 JU0426.The modeled gravity was interpolated from observed gravity values.
 JU0426
 JU0426;                    North         East    Units  Estimated Accuracy
 JU0426;SPC NJ       -    24,020.      120,090.      MT  (+/- 180 meters Scaled)
 JU0426
 JU0426                          SUPERSEDED SURVEY CONTROL
 JU0426
 JU0426  NGVD 29 (04/16/92)    4.435  (m)           14.55   (f) ADJUSTED    1 2
 JU0426
 JU0426.Superseded values are not recommended for survey control.
 JU0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0426.See file dsdata.txt to determine how the superseded data were derived.
 JU0426
 JU0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ133222(NAD 83)
 JU0426_MARKER: DB = BENCH MARK DISK
 JU0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0426_STAMPING: M 58 1961
 JU0426_MARK LOGO: CGS   
 JU0426_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0426+STABILITY: SURFACE MOTION
 JU0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0426+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997
 JU0426
 JU0426  HISTORY     - Date     Condition        Report By
 JU0426  HISTORY     - 1961     MONUMENTED       CGS
 JU0426  HISTORY     - 1979     GOOD             NGS
 JU0426  HISTORY     - 19970813 GOOD             NJGS
 JU0426
 JU0426                          STATION DESCRIPTION
 JU0426
 JU0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0426'2.5 MI SW FROM CAPE MAY COURT HOUSE.
 JU0426'2.5 MILES SOUTHWEST ON U.S. HIGHWAY 9 FROM THE COURT HOUSE IN
 JU0426'CAPE MAY COURT HOUSE.  90 FEET SOUTH AND ACROSS HIGHWAY 9 FROM
 JU0426'THE SOUTH CORNER OF A 2 STORIED HOUSE, 37.5 FEET SOUTHEAST OF THE
 JU0426'CENTER LINE OF HIGHWAY 9, 66 FEET SOUTHWEST OF THE CENTER OF A
 JU0426'DIRT LANE LEADING SOUTHEAST AND 19 FEET SOUTHEAST OF CABLE LINE
 JU0426'POLE NO. 1031 AND ABOUT LEVEL WITH THE HIGHWAY.  SET IN THE TOP
 JU0426'OF A CONCRETE POST PROJECTING 2 INCHES.
 JU0426
 JU0426                          STATION RECOVERY (1979)
 JU0426
 JU0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0426'RECOVERED IN GOOD CONDITION.
 JU0426
 JU0426                          STATION RECOVERY (1997)
 JU0426
 JU0426'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU0426'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS
 JU0426'LOCATED ON THE SOUTHEAST SIDE OF U.S HIGHWAY 9, SOUTHEAST AND ACROSS
 JU0426'THE HIGHWAY FROM A 2 STORY FRAME DWELLING, HOUSE NUMBER 1213.  THE
 JU0426'STATION IS 5.8 M (19.0 FT) SOUTHEAST FROM POLE NUMBER 1031, 11.2 M
 JU0426'(36.7 FT) SOUTH SOUTHEAST FROM THE CENTERLINE OF U.S.  HIGHWAY 9, 20.2
 JU0426'M (66.3 FT) SOUTHWEST FROM THE CENTERLINE OF A SAND ROAD LEADING
 JU0426'SOUTHEAST, 14.0 M (45.9 FT) SOUTHWEST FROM A MAILBOX WITH NUMBER 1212A
 JU0426'WORRELLS, 36.1 M (118.4 FT) EAST FROM MILEPOST 10 ON THE SOUTHEAST
 JU0426'SIDE OF U.S.  HIGHWAY 9, 28.5 M (93.5 FT) SOUTH FROM THE SOUTH CORNER
 JU0426'OF HOUSE NUMBER 1213 AND 7.5 M (24.6 FT) SOUTH SOUTHWEST FROM GUY POLE
 JU0426'NUMBER W 16362.  THE STATION IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU0016 ***********************************************************************
 HU0016  DESIGNATION -  M 59
 HU0016  PID         -  HU0016
 HU0016  STATE/COUNTY-  NJ/CAPE MAY
 HU0016  USGS QUAD   -  CAPE MAY (1972)
 HU0016
 HU0016                         *CURRENT SURVEY CONTROL
 HU0016  ___________________________________________________________________
 HU0016* NAD 83(1986)-  38 56 32.     (N)    074 54 19.     (W)     SCALED    
 HU0016* NAVD 88     -         2.931  (meters)       9.62   (feet)  ADJUSTED  
 HU0016  ___________________________________________________________________
 HU0016  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU0016  DYNAMIC HT  -           2.930 (meters)       9.61  (feet)  COMP
 HU0016  MODELED GRAV-     980,048.1   (mgal)                       NAVD 88
 HU0016
 HU0016  VERT ORDER  -  FIRST     CLASS II
 HU0016
 HU0016.The horizontal coordinates were scaled from a topographic map and have
 HU0016.an estimated accuracy of +/- 6 seconds.
 HU0016
 HU0016.The orthometric height was determined by differential leveling
 HU0016.and adjusted by the National Geodetic Survey in June 1991..
 HU0016
 HU0016.The geoid height was determined by GEOID03.
 HU0016
 HU0016.The dynamic height is computed by dividing the NAVD 88
 HU0016.geopotential number by the normal gravity value computed on the
 HU0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0016.degrees latitude (g = 980.6199 gals.).
 HU0016
 HU0016.The modeled gravity was interpolated from observed gravity values.
 HU0016
 HU0016;                    North         East    Units  Estimated Accuracy
 HU0016;SPC NJ       -    12,170.      114,870.      MT  (+/- 180 meters Scaled)
 HU0016
 HU0016                          SUPERSEDED SURVEY CONTROL
 HU0016
 HU0016  NGVD 29 (04/16/92)    3.329  (m)           10.92   (f) ADJUSTED    1 2
 HU0016
 HU0016.Superseded values are not recommended for survey control.
 HU0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0016.See file dsdata.txt to determine how the superseded data were derived.
 HU0016
 HU0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ082103(NAD 83)
 HU0016_MARKER: DB = BENCH MARK DISK
 HU0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HU0016_STAMPING: M 59 1961
 HU0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0016+STABILITY: SURFACE MOTION
 HU0016
 HU0016  HISTORY     - Date     Condition        Report By
 HU0016  HISTORY     - 1961     MONUMENTED       CGS
 HU0016  HISTORY     - 1973     GOOD             NJGS
 HU0016  HISTORY     - 1979     GOOD             NGS
 HU0016  HISTORY     - 19910407 MARK NOT FOUND   USPSQD
 HU0016
 HU0016                          STATION DESCRIPTION
 HU0016
 HU0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HU0016'AT CAPE MAY.
 HU0016'.06 MILE WEST ON PENNSYLVANIA AVENUE FROM THE ENTRANCE TO THE
 HU0016'U.S. COAST GUARD RECEIVING CENTER, 76 FEET EAST OF THE CENTER
 HU0016'LINE OF PITTSBURG AVENUE, 61 FEET NORTHEAST OF A FIRE HYDRANT, 35
 HU0016'FEET SOUTH OF THE CENTER LINE OF PENNSYLVANIA AVENUE AND 3.6 FEET
 HU0016'WEST OF POWER LINE POLE NO. 1418.  SET IN THE TOP OF A CONCRETE
 HU0016'POST PROJECTING 2 INCHES.
 HU0016
 HU0016                          STATION RECOVERY (1973)
 HU0016
 HU0016'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1973
 HU0016'RECOVERED IN GOOD CONDITION.
 HU0016
 HU0016                          STATION RECOVERY (1979)
 HU0016
 HU0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HU0016'CHANGE POWER POLE 1418 TO 12095
 HU0016
 HU0016                          STATION RECOVERY (1991)
 HU0016
 HU0016'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 HU0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0463 ***********************************************************************
 KV0463  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0463  DESIGNATION -  M 62
 KV0463  PID         -  KV0463
 KV0463  STATE/COUNTY-  NJ/HUDSON
 KV0463  USGS QUAD   -  WEEHAWKEN (1995)
 KV0463
 KV0463                         *CURRENT SURVEY CONTROL
 KV0463  ___________________________________________________________________
 KV0463* NAD 83(1986)-  40 47 49.     (N)    074 04 09.     (W)     SCALED    
 KV0463* NAVD 88     -         1.657  (meters)       5.44   (feet)  ADJUSTED  
 KV0463  ___________________________________________________________________
 KV0463  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KV0463  DYNAMIC HT  -           1.656 (meters)       5.43  (feet)  COMP
 KV0463  MODELED GRAV-     980,236.7   (mgal)                       NAVD 88
 KV0463
 KV0463  VERT ORDER  -  SECOND    CLASS 0
 KV0463
 KV0463.The horizontal coordinates were scaled from a topographic map and have
 KV0463.an estimated accuracy of +/- 6 seconds.
 KV0463
 KV0463.The orthometric height was determined by differential leveling
 KV0463.and adjusted by the National Geodetic Survey in June 1991..
 KV0463
 KV0463.This Tidal Bench Mark is designated as VM 11252
 KV0463.by the Center for Operational Oceanographic Products and Services.
 KV0463
 KV0463.The geoid height was determined by GEOID03.
 KV0463
 KV0463.The dynamic height is computed by dividing the NAVD 88
 KV0463.geopotential number by the normal gravity value computed on the
 KV0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0463.degrees latitude (g = 980.6199 gals.).
 KV0463
 KV0463.The modeled gravity was interpolated from observed gravity values.
 KV0463
 KV0463;                    North         East    Units  Estimated Accuracy
 KV0463;SPC NJ       -   218,090.      186,360.      MT  (+/- 180 meters Scaled)
 KV0463
 KV0463                          SUPERSEDED SURVEY CONTROL
 KV0463
 KV0463  NGVD 29 (??/??/??)    1.983  (m)            6.51   (f) ADJUSTED    2 0
 KV0463
 KV0463.Superseded values are not recommended for survey control.
 KV0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0463.See file dsdata.txt to determine how the superseded data were derived.
 KV0463
 KV0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL785166(NAD 83)
 KV0463_MARKER: DB = BENCH MARK DISK
 KV0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0463_SP_SET: STEP
 KV0463_STAMPING: M 62 1962
 KV0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0463
 KV0463  HISTORY     - Date     Condition        Report By
 KV0463  HISTORY     - 1962     MONUMENTED       CGS
 KV0463
 KV0463                          STATION DESCRIPTION
 KV0463
 KV0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KV0463'AT SEGACUS.
 KV0463'0.1 MILE SOUTHWEST OF STATE HIGHWAY 3 BRIDGE OVER HACKENSACK
 KV0463'RIVER, 99 FEET NORTHWEST OF B.M. G 62, 3 FEET SOUTH OF THE SOUTH
 KV0463'SIDE OF THE MAIN OFFICE BUILDING OF THE AIR PILOT OIL COMPANY.
 KV0463'SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE SECOND CONCRETE
 KV0463'STEP AT THE SOUTH ENTRANCE TO THE BUILDING AND 1 FOOT ABOVE THE
 KV0463'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0701 ***********************************************************************
 JU0701  DESIGNATION -  M 63
 JU0701  PID         -  JU0701
 JU0701  STATE/COUNTY-  NJ/CAMDEN
 JU0701  USGS QUAD   -  CAMDEN (1995)
 JU0701
 JU0701                         *CURRENT SURVEY CONTROL
 JU0701  ___________________________________________________________________
 JU0701* NAD 83(1986)-  39 54 50.     (N)    075 05 45.     (W)     SCALED    
 JU0701* NAVD 88     -         4.155  (meters)      13.63   (feet)  ADJUSTED  
 JU0701  ___________________________________________________________________
 JU0701  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 JU0701  DYNAMIC HT  -           4.153 (meters)      13.63  (feet)  COMP
 JU0701  MODELED GRAV-     980,189.5   (mgal)                       NAVD 88
 JU0701
 JU0701  VERT ORDER  -  FIRST     CLASS I
 JU0701
 JU0701.The horizontal coordinates were scaled from a topographic map and have
 JU0701.an estimated accuracy of +/- 6 seconds.
 JU0701
 JU0701.The orthometric height was determined by differential leveling
 JU0701.and adjusted by the National Geodetic Survey in June 1991..
 JU0701
 JU0701.The geoid height was determined by GEOID03.
 JU0701
 JU0701.The dynamic height is computed by dividing the NAVD 88
 JU0701.geopotential number by the normal gravity value computed on the
 JU0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0701.degrees latitude (g = 980.6199 gals.).
 JU0701
 JU0701.The modeled gravity was interpolated from observed gravity values.
 JU0701
 JU0701;                    North         East    Units  Estimated Accuracy
 JU0701;SPC NJ       -   120,120.       99,060.      MT  (+/- 180 meters Scaled)
 JU0701
 JU0701                          SUPERSEDED SURVEY CONTROL
 JU0701
 JU0701  NGVD 29 (??/??/??)    4.498  (m)           14.76   (f) ADJUSTED    1 1
 JU0701
 JU0701.Superseded values are not recommended for survey control.
 JU0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0701.See file dsdata.txt to determine how the superseded data were derived.
 JU0701
 JU0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK918182(NAD 83)
 JU0701_MARKER: DB = BENCH MARK DISK
 JU0701_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU0701_SP_SET: CULVERT HEADWALL
 JU0701_STAMPING: M 63 1963
 JU0701_MARK LOGO: CGS   
 JU0701_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0701+STABILITY: SURFACE MOTION
 JU0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0701+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1995
 JU0701
 JU0701  HISTORY     - Date     Condition        Report By
 JU0701  HISTORY     - 1963     MONUMENTED       CGS
 JU0701  HISTORY     - 1964     GOOD             CGS
 JU0701  HISTORY     - 19941010 POOR             USPSQD
 JU0701  HISTORY     - 19951206 GOOD             NJGS
 JU0701  HISTORY     - 19980111 GOOD             USPSQD
 JU0701
 JU0701                          STATION DESCRIPTION
 JU0701
 JU0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0701'2 MI NW FROM AUDUBON.
 JU0701'2.0 MILES NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0701'LINES FROM THE STATION AT AUDOBON, SET ON TOP OF THE SOUTHEAST
 JU0701'END OF THE NORTHEAST HEAD WALL FOR A 8-FOOT CONCRETE BOX CULVERT
 JU0701'OVER THE NORTH BRANCH OF NEWTON CREEK, 6.5 FEET NORTHEAST OF
 JU0701'NORTHEAST RAIL, AND ABOUT LEVEL WITH TRACK.  NOTE-- THIS MARK
 JU0701'MAY ALSO BE REACHED BY GOING 0.55 MILES SOUTHEAST ALONG THE
 JU0701'PENNSYLVANIA-READING SEASHORE LINES FROM THE CENTER JUNCTION
 JU0701'TOWER AT CAMDEN, THENCE 1.45 MILES SOUTH ALONG MT. EPHRAIM
 JU0701'AVENUE, THENCE 0.3 MILE SOUTHEAST ALONG THE PENNSYLVANIA-READING
 JU0701'SEASHORE LINES.
 JU0701
 JU0701                          STATION RECOVERY (1994)
 JU0701
 JU0701'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0701'MARK RECOVERED IN POOR CONDITION.
 JU0701
 JU0701                          STATION RECOVERY (1995)
 JU0701
 JU0701'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 JU0701'THE STATION IS LOCATED IN THE BOROUGH OF HADDON, ON TOP OF THE
 JU0701'SOUTHEAST END OF THE EAST CULVERT HEADWALL FOR THE CONRAIL FREIGHT
 JU0701'RAILROAD SPANNING THE NORTH BRANCH OF NEWTON CREEK.  TO REACH THE
 JU0701'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 130 AND STATE ROUTE 168,
 JU0701'THE BLACKHORSE PIKE, GO ABOUT 0.9 MI (1.4 KM) NORTHWEST ON STATE ROUTE
 JU0701'168 TO THE JUNCTION WITH WOODLYNNE AVENUE, TURN RIGHT AND GO ABOUT 0.2
 JU0701'MI (0.3 KM) EAST ON WOODLYNNE AVENUE TO THE JUNCTION WITH CHESTNUT
 JU0701'AVENUE, TURN RIGHT NAD GO ABOUT 0.2 MI (0.3 KM) SOUTH ON CHESTNUT
 JU0701'AVENUE TO ITS END AT A TEE JUNTION AND A STREET HOCKEY RINK AND A PARK
 JU0701'AHEAD, PARK HERE AND PACK AHEAD TO THE RAILROAD TRACKS, TURN LEFT ONTO
 JU0701'TRACKS AND PACK SOUTHEAST TO THE HEADWALL AND STATION ON THE LEFT.
 JU0701'THE DISK IS MARRED BUT THE DATUM POINT SEEMS INTACT.
 JU0701
 JU0701                          STATION RECOVERY (1998)
 JU0701
 JU0701'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0294 ***********************************************************************
 JU0294  DESIGNATION -  M 64
 JU0294  PID         -  JU0294
 JU0294  STATE/COUNTY-  NJ/ATLANTIC
 JU0294  USGS QUAD   -  OCEANVILLE (1989)
 JU0294
 JU0294                         *CURRENT SURVEY CONTROL
 JU0294  ___________________________________________________________________
 JU0294* NAD 83(1986)-  39 23 20.     (N)    074 29 32.     (W)     SCALED    
 JU0294* NAVD 88     -         1.973  (meters)       6.47   (feet)  ADJUSTED  
 JU0294  ___________________________________________________________________
 JU0294  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JU0294  DYNAMIC HT  -           1.972 (meters)       6.47  (feet)  COMP
 JU0294  MODELED GRAV-     980,113.3   (mgal)                       NAVD 88
 JU0294
 JU0294  VERT ORDER  -  FIRST     CLASS I
 JU0294
 JU0294.The horizontal coordinates were scaled from a topographic map and have
 JU0294.an estimated accuracy of +/- 6 seconds.
 JU0294
 JU0294.The orthometric height was determined by differential leveling
 JU0294.and adjusted by the National Geodetic Survey in June 1991..
 JU0294
 JU0294.The geoid height was determined by GEOID03.
 JU0294
 JU0294.The dynamic height is computed by dividing the NAVD 88
 JU0294.geopotential number by the normal gravity value computed on the
 JU0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0294.degrees latitude (g = 980.6199 gals.).
 JU0294
 JU0294.The modeled gravity was interpolated from observed gravity values.
 JU0294
 JU0294;                    North         East    Units  Estimated Accuracy
 JU0294;SPC NJ       -    61,670.      150,670.      MT  (+/- 180 meters Scaled)
 JU0294
 JU0294                          SUPERSEDED SURVEY CONTROL
 JU0294
 JU0294  NGVD 29 (??/??/??)    2.371  (m)            7.78   (f) ADJUSTED    1 1
 JU0294
 JU0294.Superseded values are not recommended for survey control.
 JU0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0294.See file dsdata.txt to determine how the superseded data were derived.
 JU0294
 JU0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ437600(NAD 83)
 JU0294_MARKER: DB = BENCH MARK DISK
 JU0294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0294_SP_SET: BRIDGE
 JU0294_STAMPING: M 64 1963
 JU0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0294
 JU0294  HISTORY     - Date     Condition        Report By
 JU0294  HISTORY     - 1963     MONUMENTED       CGS
 JU0294  HISTORY     - 1964     GOOD             CGS
 JU0294  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0294
 JU0294                          STATION DESCRIPTION
 JU0294
 JU0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0294'2.7 MI SE FROM ABSECON.
 JU0294'2.7 MILES SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0294'FROM THE STATION AT ABSECON, SET ON TOP OF THE SOUTH MASONRY
 JU0294'STONE WING WALL FOR A 25-FOOT BRIDGE OVER A SMALL STREAM, 12.5
 JU0294'FEET SOUTHWEST OF SOUTHWEST RAIL, AND ABOUT 1 1/2 FEET BELOW
 JU0294'LEVEL OF TRACK.
 JU0294
 JU0294                          STATION RECOVERY (1979)
 JU0294
 JU0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0294'NOTE-- ONLY STEM OF DISK REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0352 ***********************************************************************
 JU0352  DESIGNATION -  M 65
 JU0352  PID         -  JU0352
 JU0352  STATE/COUNTY-  NJ/ATLANTIC
 JU0352  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0352
 JU0352                         *CURRENT SURVEY CONTROL
 JU0352  ___________________________________________________________________
 JU0352* NAD 83(1986)-  39 22 42.     (N)    074 32 59.     (W)     SCALED    
 JU0352* NAVD 88     -         8.936  (meters)      29.32   (feet)  ADJUSTED  
 JU0352  ___________________________________________________________________
 JU0352  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 JU0352  DYNAMIC HT  -           8.932 (meters)      29.30  (feet)  COMP
 JU0352  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 JU0352
 JU0352  VERT ORDER  -  FIRST     CLASS I
 JU0352
 JU0352.The horizontal coordinates were scaled from a topographic map and have
 JU0352.an estimated accuracy of +/- 6 seconds.
 JU0352
 JU0352.The orthometric height was determined by differential leveling
 JU0352.and adjusted by the National Geodetic Survey in June 1991..
 JU0352
 JU0352.The geoid height was determined by GEOID03.
 JU0352
 JU0352.The dynamic height is computed by dividing the NAVD 88
 JU0352.geopotential number by the normal gravity value computed on the
 JU0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0352.degrees latitude (g = 980.6199 gals.).
 JU0352
 JU0352.The modeled gravity was interpolated from observed gravity values.
 JU0352
 JU0352;                    North         East    Units  Estimated Accuracy
 JU0352;SPC NJ       -    60,500.      145,720.      MT  (+/- 180 meters Scaled)
 JU0352
 JU0352                          SUPERSEDED SURVEY CONTROL
 JU0352
 JU0352  NGVD 29 (04/16/92)    9.330  (m)           30.61   (f) ADJUSTED    1 1
 JU0352
 JU0352.Superseded values are not recommended for survey control.
 JU0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0352.See file dsdata.txt to determine how the superseded data were derived.
 JU0352
 JU0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ387588(NAD 83)
 JU0352_MARKER: DB = BENCH MARK DISK
 JU0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0352_STAMPING: M 65 1964
 JU0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0352+STABILITY: SURFACE MOTION
 JU0352
 JU0352  HISTORY     - Date     Condition        Report By
 JU0352  HISTORY     - 1964     MONUMENTED       CGS
 JU0352  HISTORY     - 1979     GOOD             NGS
 JU0352
 JU0352                          STATION DESCRIPTION
 JU0352
 JU0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0352'1.4 MI SW FROM PLEASANTVILLE.
 JU0352'1.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 9 FROM THE INTERSECTION OF
 JU0352'U.S. HIGHWAYS 322 AND 40 AT PLEASANTVILLE, AT THE INTERSECTION
 JU0352'OF ALBERT AVENUE, 119 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JU0352'HIGHWAY, 2.4 FEET NORTHEAST OF THE NORTHEAST CURB OF ALBERT
 JU0352'AVENUE, 41 FEET WEST OF THE WEST CORNER OF A HOUSE WITH GREEN
 JU0352'SHINGLE SIDING, 2.5 FEET NORTHWEST OF POWER POLE NO. P37372,
 JU0352'ABOUT LEVEL WITH THE AVENUE AND SET IN THE TOP OF A CONCRETE POST
 JU0352'THAT IS FLUSH WITH THE GROUND.
 JU0352
 JU0352                          STATION RECOVERY (1979)
 JU0352
 JU0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0352'THE MARK IS 1 FT  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0087 ***********************************************************************
 JU0087  DESIGNATION -  M 66
 JU0087  PID         -  JU0087
 JU0087  STATE/COUNTY-  NJ/OCEAN
 JU0087  USGS QUAD   -  WEST CREEK (1972)
 JU0087
 JU0087                         *CURRENT SURVEY CONTROL
 JU0087  ___________________________________________________________________
 JU0087* NAD 83(1986)-  39 38 25.     (N)    074 17 33.     (W)     SCALED    
 JU0087* NAVD 88     -         0.706  (meters)       2.32   (feet)  ADJUSTED  
 JU0087  ___________________________________________________________________
 JU0087  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JU0087  DYNAMIC HT  -           0.706 (meters)       2.32  (feet)  COMP
 JU0087  MODELED GRAV-     980,156.6   (mgal)                       NAVD 88
 JU0087
 JU0087  VERT ORDER  -  FIRST     CLASS I
 JU0087
 JU0087.The horizontal coordinates were scaled from a topographic map and have
 JU0087.an estimated accuracy of +/- 6 seconds.
 JU0087
 JU0087.The orthometric height was determined by differential leveling
 JU0087.and adjusted by the National Geodetic Survey in June 1991..
 JU0087
 JU0087.The geoid height was determined by GEOID03.
 JU0087
 JU0087.The dynamic height is computed by dividing the NAVD 88
 JU0087.geopotential number by the normal gravity value computed on the
 JU0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0087.degrees latitude (g = 980.6199 gals.).
 JU0087
 JU0087.The modeled gravity was interpolated from observed gravity values.
 JU0087
 JU0087;                    North         East    Units  Estimated Accuracy
 JU0087;SPC NJ       -    89,600.      167,810.      MT  (+/- 180 meters Scaled)
 JU0087
 JU0087                          SUPERSEDED SURVEY CONTROL
 JU0087
 JU0087  NGVD 29 (04/16/92)    1.091  (m)            3.58   (f) ADJUSTED    1 1
 JU0087
 JU0087.Superseded values are not recommended for survey control.
 JU0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0087.See file dsdata.txt to determine how the superseded data were derived.
 JU0087
 JU0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ607880(NAD 83)
 JU0087_MARKER: DB = BENCH MARK DISK
 JU0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0087_SP_SET: RADIO TOWER
 JU0087_STAMPING: M 66 1964
 JU0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0087
 JU0087  HISTORY     - Date     Condition        Report By
 JU0087  HISTORY     - 1964     MONUMENTED       CGS
 JU0087  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0087  HISTORY     - 1985     GOOD             USPSQD
 JU0087  HISTORY     - 19940916 GOOD             USPSQD
 JU0087
 JU0087                          STATION DESCRIPTION
 JU0087
 JU0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0087'1.4 MI NE FROM WEST CREEK.
 JU0087'ABOUT 0.95 MILES NORTHEAST ALONG U.S. HIGHWAY 9 FROM THE POST
 JU0087'OFFICE AT WEST CREEK, THENCE 0.5 MILE SOUTHEAST ALONG MURPHY DRIVE,
 JU0087'SET VERTICALLY IN THE WEST FACE AT THE SOUTHWEST CORNER OF THE
 JU0087'CONCRETE BASE THAT SUPPORTS W.S.C. RADIO TOWER (300 FEET HIGH),
 JU0087'2.2 FEET DOWN FROM THE TOP OF THE BASE AND ABOUT 1.4 FEET ABOVE
 JU0087'THE LEVEL OF THE GROUND.
 JU0087
 JU0087                          STATION RECOVERY (1979)
 JU0087
 JU0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0087'NOTE--RADIO TOWER DISMANTLED AND BASE COVERED.
 JU0087
 JU0087                          STATION RECOVERY (1985)
 JU0087
 JU0087'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0087'A NEW TOWER HAS BEEN ERECTED ONTHE OLD BASE AND MARK NOT DISTURBED.
 JU0087
 JU0087                          STATION RECOVERY (1994)
 JU0087
 JU0087'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0208 ***********************************************************************
 JU0208  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0208  DESIGNATION -  M 67
 JU0208  PID         -  JU0208
 JU0208  STATE/COUNTY-  NJ/OCEAN
 JU0208  USGS QUAD   -  BEACH HAVEN (1977)
 JU0208
 JU0208                         *CURRENT SURVEY CONTROL
 JU0208  ___________________________________________________________________
 JU0208* NAD 83(1986)-  39 33 07.     (N)    074 14 53.     (W)     SCALED    
 JU0208* NAVD 88     -         1.183  (meters)       3.88   (feet)  ADJUSTED  
 JU0208  ___________________________________________________________________
 JU0208  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JU0208  DYNAMIC HT  -           1.183 (meters)       3.88  (feet)  COMP
 JU0208  MODELED GRAV-     980,133.8   (mgal)                       NAVD 88
 JU0208
 JU0208  VERT ORDER  -  FIRST     CLASS I
 JU0208
 JU0208.The horizontal coordinates were scaled from a topographic map and have
 JU0208.an estimated accuracy of +/- 6 seconds.
 JU0208
 JU0208.The orthometric height was determined by differential leveling
 JU0208.and adjusted by the National Geodetic Survey in June 1991..
 JU0208
 JU0208.This Tidal Bench Mark is designated as VM 2652
 JU0208.by the Center for Operational Oceanographic Products and Services.
 JU0208
 JU0208.The geoid height was determined by GEOID03.
 JU0208
 JU0208.The dynamic height is computed by dividing the NAVD 88
 JU0208.geopotential number by the normal gravity value computed on the
 JU0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0208.degrees latitude (g = 980.6199 gals.).
 JU0208
 JU0208.The modeled gravity was interpolated from observed gravity values.
 JU0208
 JU0208;                    North         East    Units  Estimated Accuracy
 JU0208;SPC NJ       -    79,800.      171,650.      MT  (+/- 180 meters Scaled)
 JU0208
 JU0208                          SUPERSEDED SURVEY CONTROL
 JU0208
 JU0208  NGVD 29 (??/??/??)    1.566  (m)            5.14   (f) ADJUSTED    1 1
 JU0208
 JU0208.Superseded values are not recommended for survey control.
 JU0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0208.See file dsdata.txt to determine how the superseded data were derived.
 JU0208
 JU0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ646782(NAD 83)
 JU0208_MARKER: DB = BENCH MARK DISK
 JU0208_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JU0208+WITH SETTING: INTO GROUND
 JU0208_SP_SET: 83 FEET
 JU0208_STAMPING: M 67 1964
 JU0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0208+STABILITY: SURFACE MOTION
 JU0208
 JU0208  HISTORY     - Date     Condition        Report By
 JU0208  HISTORY     - 1964     MONUMENTED       CGS
 JU0208  HISTORY     - 1988     GOOD             USPSQD
 JU0208  HISTORY     - 20040802 POOR             NJDEP
 JU0208
 JU0208                          STATION DESCRIPTION
 JU0208
 JU0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0208'AT BEACH HAVEN.
 JU0208'ON LONG BEACH ISLAND, AT BEACH HAVEN, ABOUT 1.2 MILES SOUTHWEST
 JU0208'ALONG BAY AVENUE, THENCE ABOUT 0.1 MILE NORTHWEST ALONG PELHAM
 JU0208'AVENUE, AT THE EAST CORNER OF CYCLONE FENCE AROUND THE U.S.
 JU0208'COAST GUARD BOND LIFE BOAT STATION, 157.0 EAST OF THE EAST
 JU0208'CORNER OF THE BUILDING, 49 FEET NORTHWEST OF THE CENTER
 JU0208'LINE OF WEST AVENUE, 39 FEET SOUTHWEST OF THE CENTER LINE OF
 JU0208'PELHAM AVENUE, 7.8 FEET SOUTHWEST OF THE EAST CORNER OF THE
 JU0208'CYCLONE FENCE, 0.9 FOOT SOUTHEAST OF THE SOUTHEAST SIDE OF THE
 JU0208'FENCE, 0.8 FOOT SOUTHEAST OF A METAL WITNESS POST AND IS A DISK
 JU0208'ON TOP OF A COPPER COATED STEEL ROD 1 INCH UNDERGROUND AND
 JU0208'PROTECTED BY A 8 INCH SQUARE TILE FLUSH WITH THE GROUND.  THE
 JU0208'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 83 FEET.
 JU0208
 JU0208                          STATION RECOVERY (1988)
 JU0208
 JU0208'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU0208'RECOVERED IN GOOD CONDITION.
 JU0208
 JU0208                          STATION RECOVERY (2004)
 JU0208
 JU0208'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2004 (WM)
 JU0208'MARK IS ABOVE GROUND AND BENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0042 ***********************************************************************
 JU0042  DESIGNATION -  M 68
 JU0042  PID         -  JU0042
 JU0042  STATE/COUNTY-  NJ/OCEAN
 JU0042  USGS QUAD   -  TOMS RIVER (1989)
 JU0042
 JU0042                         *CURRENT SURVEY CONTROL
 JU0042  ___________________________________________________________________
 JU0042* NAD 83(1986)-  39 55 05.     (N)    074 09 06.     (W)     SCALED    
 JU0042* NAVD 88     -         6.585  (meters)      21.60   (feet)  ADJUSTED  
 JU0042  ___________________________________________________________________
 JU0042  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JU0042  DYNAMIC HT  -           6.582 (meters)      21.59  (feet)  COMP
 JU0042  MODELED GRAV-     980,161.9   (mgal)                       NAVD 88
 JU0042
 JU0042  VERT ORDER  -  FIRST     CLASS I
 JU0042
 JU0042.The horizontal coordinates were scaled from a topographic map and have
 JU0042.an estimated accuracy of +/- 6 seconds.
 JU0042
 JU0042.The orthometric height was determined by differential leveling
 JU0042.and adjusted by the National Geodetic Survey in June 1991..
 JU0042
 JU0042.The geoid height was determined by GEOID03.
 JU0042
 JU0042.The dynamic height is computed by dividing the NAVD 88
 JU0042.geopotential number by the normal gravity value computed on the
 JU0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0042.degrees latitude (g = 980.6199 gals.).
 JU0042
 JU0042.The modeled gravity was interpolated from observed gravity values.
 JU0042
 JU0042;                    North         East    Units  Estimated Accuracy
 JU0042;SPC NJ       -   120,480.      179,780.      MT  (+/- 180 meters Scaled)
 JU0042
 JU0042                          SUPERSEDED SURVEY CONTROL
 JU0042
 JU0042  NGVD 29 (04/16/92)    6.946  (m)           22.79   (f) ADJUSTED    1 1
 JU0042
 JU0042.Superseded values are not recommended for survey control.
 JU0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0042.See file dsdata.txt to determine how the superseded data were derived.
 JU0042
 JU0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK725190(NAD 83)
 JU0042_MARKER: DB = BENCH MARK DISK
 JU0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0042_STAMPING: M 68 1964
 JU0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0042+STABILITY: SURFACE MOTION
 JU0042
 JU0042  HISTORY     - Date     Condition        Report By
 JU0042  HISTORY     - 1964     MONUMENTED       CGS
 JU0042  HISTORY     - 1987     GOOD             USPSQD
 JU0042  HISTORY     - 19950803 GOOD             USPSQD
 JU0042
 JU0042                          STATION DESCRIPTION
 JU0042
 JU0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0042'1 MI SW FROM OCEAN GATE.
 JU0042'ABOUT 0.15 MILE WEST ALONG LAKEWOOD AVENUE FROM THE POST OFFICE
 JU0042'AT OCEAN GATE, THENCE ABOUT 0.8 MILE SOUTHWEST ALONG OCEAN GATE
 JU0042'DRIVE, NEAR THE SOUTH CORNER OF CYCLONE FENCE AROUND JERSEY
 JU0042'CENTRAL POWER AND LIGHT COMPANY SUB-STATION, 54.0 FEET NORTHWEST
 JU0042'OF THE CENTER LINE OF OCEAN GATE DRIVE, 42.0 FEET WEST OF POWER
 JU0042'POLE 175B, 11.0 FEET SOUTHWEST OF THE SOUTH CORNER OF FENCE, 1.4
 JU0042'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1.0 FOOT ABOVE THE
 JU0042'LEVEL OF THE DRIVE AND SET IN THE TOP OF A CONCRETE POST FLUSH.
 JU0042'NOTE-- THIS MARK MAY ALSO BE REACHED BY GOING 1.2 MILES NORTH
 JU0042'ALONG U.S. HIGHWAY 9 FROM THE POST OFFICE AT BAYVILLE, THENCE
 JU0042'ABOUT 0.15 MILE NORTHEAST ALONG OCEAN GATE DRIVE.
 JU0042
 JU0042                          STATION RECOVERY (1987)
 JU0042
 JU0042'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0042'RECOVERED IN GOOD CONDITION.
 JU0042
 JU0042                          STATION RECOVERY (1995)
 JU0042
 JU0042'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0837 ***********************************************************************
 KV0837  DESIGNATION -  M 69
 KV0837  PID         -  KV0837
 KV0837  STATE/COUNTY-  NJ/OCEAN
 KV0837  USGS QUAD   -  POINT PLEASANT (1989)
 KV0837
 KV0837                         *CURRENT SURVEY CONTROL
 KV0837  ___________________________________________________________________
 KV0837* NAD 83(1986)-  40 06 01.     (N)    074 03 02.     (W)     SCALED    
 KV0837* NAVD 88     -         4.728  (meters)      15.51   (feet)  ADJUSTED  
 KV0837  ___________________________________________________________________
 KV0837  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV0837  DYNAMIC HT  -           4.726 (meters)      15.51  (feet)  COMP
 KV0837  MODELED GRAV-     980,156.9   (mgal)                       NAVD 88
 KV0837
 KV0837  VERT ORDER  -  FIRST     CLASS I
 KV0837
 KV0837.The horizontal coordinates were scaled from a topographic map and have
 KV0837.an estimated accuracy of +/- 6 seconds.
 KV0837
 KV0837.The orthometric height was determined by differential leveling
 KV0837.and adjusted by the National Geodetic Survey in June 1991..
 KV0837
 KV0837.The geoid height was determined by GEOID03.
 KV0837
 KV0837.The dynamic height is computed by dividing the NAVD 88
 KV0837.geopotential number by the normal gravity value computed on the
 KV0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0837.degrees latitude (g = 980.6199 gals.).
 KV0837
 KV0837.The modeled gravity was interpolated from observed gravity values.
 KV0837
 KV0837;                    North         East    Units  Estimated Accuracy
 KV0837;SPC NJ       -   140,750.      188,320.      MT  (+/- 180 meters Scaled)
 KV0837
 KV0837                          SUPERSEDED SURVEY CONTROL
 KV0837
 KV0837  NGVD 29 (04/16/92)    5.064  (m)           16.61   (f) ADJUSTED    1 1
 KV0837
 KV0837.Superseded values are not recommended for survey control.
 KV0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0837.See file dsdata.txt to determine how the superseded data were derived.
 KV0837
 KV0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK809393(NAD 83)
 KV0837_MARKER: DB = BENCH MARK DISK
 KV0837_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0837_SP_SET: BRIDGE ABUTMENT
 KV0837_STAMPING: M 69 1964
 KV0837_MARK LOGO: CGS   
 KV0837_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0837_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0837+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2001
 KV0837
 KV0837  HISTORY     - Date     Condition        Report By
 KV0837  HISTORY     - 1964     MONUMENTED       CGS
 KV0837  HISTORY     - 1979     GOOD             NGS
 KV0837  HISTORY     - 19870120 GOOD             USPSQD
 KV0837  HISTORY     - 1990     GOOD             USPSQD
 KV0837  HISTORY     - 19950824 GOOD             USPSQD
 KV0837  HISTORY     - 19960909 GOOD             NJGS
 KV0837  HISTORY     - 20010417 GOOD             NJGS
 KV0837
 KV0837                          STATION DESCRIPTION
 KV0837
 KV0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0837'0.6 MI N FROM PT PLEASANT BEACH.
 KV0837'0.55 MILE NORTH ALONG THE NEW YORK AND LONG BRANCH RAILROAD FROM
 KV0837'THE STATION AT POINT PLEASANT BEACH, THENCE 0.1 MILE WEST ALONG
 KV0837'BROADWAY, ABOUT 70 YARDS NORTH OF THE JUNCTION OF BROADWAY AND
 KV0837'STATE HIGHWAY 35, SET ON THE TOP OF THE EAST END OF THE SOUTH
 KV0837'CONCRETE ABUTMENT OF A 115 FOOT LONG BRIDGE OVER A BRANCH OF THE
 KV0837'MANASQUAN RIVER, 8 FEET EAST OF THE EAST CURB OF THE HIGHWAY AND
 KV0837'1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KV0837
 KV0837                          STATION RECOVERY (1979)
 KV0837
 KV0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0837'RECOVERED IN GOOD CONDITION.
 KV0837
 KV0837                          STATION RECOVERY (1987)
 KV0837
 KV0837'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0837'RECOVERED IN GOOD CONDITION.
 KV0837
 KV0837                          STATION RECOVERY (1990)
 KV0837
 KV0837'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0837'RECOVERED IN GOOD CONDITION.
 KV0837
 KV0837                          STATION RECOVERY (1995)
 KV0837
 KV0837'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0837'RECOVERED IN GOOD CONDITION.
 KV0837
 KV0837                          STATION RECOVERY (1996)
 KV0837
 KV0837'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV0837'RECOVERED AS DESCRIBED.
 KV0837
 KV0837                          STATION RECOVERY (2001)
 KV0837
 KV0837'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV0837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0835 ***********************************************************************
 KU0835  DESIGNATION -  M 70
 KU0835  PID         -  KU0835
 KU0835  STATE/COUNTY-  NJ/MONMOUTH
 KU0835  USGS QUAD   -  SANDY HOOK (1981)
 KU0835
 KU0835                         *CURRENT SURVEY CONTROL
 KU0835  ___________________________________________________________________
 KU0835* NAD 83(1986)-  40 23 57.     (N)    073 58 37.     (W)     SCALED    
 KU0835* NAVD 88     -         3.793  (meters)      12.44   (feet)  ADJUSTED  
 KU0835  ___________________________________________________________________
 KU0835  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KU0835  DYNAMIC HT  -           3.792 (meters)      12.44  (feet)  COMP
 KU0835  MODELED GRAV-     980,186.4   (mgal)                       NAVD 88
 KU0835
 KU0835  VERT ORDER  -  FIRST     CLASS II
 KU0835
 KU0835.The horizontal coordinates were scaled from a topographic map and have
 KU0835.an estimated accuracy of +/- 6 seconds.
 KU0835
 KU0835.The orthometric height was determined by differential leveling
 KU0835.and adjusted by the National Geodetic Survey in June 1991..
 KU0835
 KU0835.The geoid height was determined by GEOID03.
 KU0835
 KU0835.The dynamic height is computed by dividing the NAVD 88
 KU0835.geopotential number by the normal gravity value computed on the
 KU0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0835.degrees latitude (g = 980.6199 gals.).
 KU0835
 KU0835.The modeled gravity was interpolated from observed gravity values.
 KU0835
 KU0835;                    North         East    Units  Estimated Accuracy
 KU0835;SPC NJ       -   173,960.      194,400.      MT  (+/- 180 meters Scaled)
 KU0835
 KU0835                          SUPERSEDED SURVEY CONTROL
 KU0835
 KU0835  NGVD 29 (01/10/92)    4.112  (m)           13.49   (f) ADJUSTED    1 2
 KU0835
 KU0835.Superseded values are not recommended for survey control.
 KU0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0835.See file dsdata.txt to determine how the superseded data were derived.
 KU0835
 KU0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK868725(NAD 83)
 KU0835_MARKER: DB = BENCH MARK DISK
 KU0835_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KU0835_SP_SET: 40 FEET
 KU0835_STAMPING: M 70 1964
 KU0835_MARK LOGO: CGS   
 KU0835_PROJECTION: PROJECTING 2 CENTIMETERS
 KU0835_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0835+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2003
 KU0835
 KU0835  HISTORY     - Date     Condition        Report By
 KU0835  HISTORY     - 1964     MONUMENTED       CGS
 KU0835  HISTORY     - 1979     GOOD             NGS
 KU0835  HISTORY     - 19950622 GOOD             USPSQD
 KU0835  HISTORY     - 19970811 POOR             USPSQD
 KU0835  HISTORY     - 20030523 GOOD             NJGS
 KU0835
 KU0835                          STATION DESCRIPTION
 KU0835
 KU0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KU0835'2.1 MI S FROM FORT HANCOCK.
 KU0835'2.1 MILE SOUTH ALONG SANDY HOOK ROAD FROM THE MAIN GATE TO THE
 KU0835'MILITARY RESERVATION, ABOUT 0.25 MILE NORTH OF THE EAST END OF
 KU0835'STATE HIGHWAY BRIDGE OVER SHREWSBURY RIVER, 185.0 FEET NORTH OF
 KU0835'BM TIDAL 2 1926, 27.0 FEET NORTHEAST OF POWER LINE POLE
 KU0835'NUMBER JC 245-5 SBR, 17.0 FEET NORTH OF THE NORTH CURB, 16.0
 KU0835'FEET NORTHWEST OF A POWER LINE POLE, 13.5 FEET EAST OF THE EAST
 KU0835'EDGE OF SIDEWALK, 3.3 FEET WEST OF THE SOUTHWEST CORNER OF STATE
 KU0835'PARK OFFICE, ABOUT 1 FOOT ABOVE SANDY HOOK ROAD AND IS A DISK ON
 KU0835'COPPER COATED STEEL ROD WHICH PROJECTS ABOUT 6 INCHES ABOVE THE
 KU0835'GROUND AND IS PROTECTED BY A 8-INCH TILE WHICH PROJECTS ABOUT
 KU0835'8 INCHES ABOVE THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF
 KU0835'40 FEET.
 KU0835
 KU0835                          STATION RECOVERY (1979)
 KU0835
 KU0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KU0835'RECOVERED IN GOOD CONDITION.
 KU0835
 KU0835                          STATION RECOVERY (1995)
 KU0835
 KU0835'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU0835'RECOVERED IN GOOD CONDITION.
 KU0835
 KU0835                          STATION RECOVERY (1997)
 KU0835
 KU0835'RECOVERY NOTE BY US POWER SQUADRON 1997
 KU0835'MARK RECOVERED IN POOR CONDITION.
 KU0835
 KU0835                          STATION RECOVERY (2003)
 KU0835
 KU0835'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 KU0835'RECOVERED IN GOOD CONDITION.  NOTE-- A LOGO CAP AND PVC PIPE WAS
 KU0835'INSTALLED AT THIS TIME TO  PROTECT THE STATION.
 KU0835' 
 KU0835'THE STATION IS AT THE SOUTHWEST CORNER OF A PARK OFFICE (A BRICK
 KU0835'STRUCTURE) LOCATED  ABOUT 0.35 MI NORTH ALONG SANDY HOOK ROAD FROM ITS
 KU0835'JUNCTION WITH ROUTE 36 BRIDGE  LEADING INTO THE ATLANTIC HIGHLANDS, ON
 KU0835'THE WEST SIDE OF SANDY HOOK ROAD INTO THE  GATEWAY NATIONAL RECREATION
 KU0835'AREA.  THE STATION IS ALSO ABOUT 2.35 MI NORTH ON ROUTE  36 (OCEAN
 KU0835'AVENUE) FROM THE JUNCTION WITH COUNTY ROUTE 520 (RUMSON ROAD) IN SEA
 KU0835'BRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0075 ***********************************************************************
 KV0075  DESIGNATION -  M 71
 KV0075  PID         -  KV0075
 KV0075  STATE/COUNTY-  NJ/UNION
 KV0075  USGS QUAD   -  ELIZABETH (1995)
 KV0075
 KV0075                         *CURRENT SURVEY CONTROL
 KV0075  ___________________________________________________________________
 KV0075* NAD 83(1986)-  40 40 44.     (N)    074 12 37.     (W)     SCALED    
 KV0075* NAVD 88     -         9.791  (meters)      32.12   (feet)  ADJUSTED  
 KV0075  ___________________________________________________________________
 KV0075  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV0075  DYNAMIC HT  -           9.787 (meters)      32.11  (feet)  COMP
 KV0075  MODELED GRAV-     980,217.7   (mgal)                       NAVD 88
 KV0075
 KV0075  VERT ORDER  -  FIRST     CLASS I
 KV0075
 KV0075.The horizontal coordinates were scaled from a topographic map and have
 KV0075.an estimated accuracy of +/- 6 seconds.
 KV0075
 KV0075.The orthometric height was determined by differential leveling
 KV0075.and adjusted by the National Geodetic Survey in June 1991..
 KV0075
 KV0075.The geoid height was determined by GEOID03.
 KV0075
 KV0075.The dynamic height is computed by dividing the NAVD 88
 KV0075.geopotential number by the normal gravity value computed on the
 KV0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0075.degrees latitude (g = 980.6199 gals.).
 KV0075
 KV0075.The modeled gravity was interpolated from observed gravity values.
 KV0075
 KV0075;                    North         East    Units  Estimated Accuracy
 KV0075;SPC NJ       -   204,930.      174,490.      MT  (+/- 180 meters Scaled)
 KV0075
 KV0075                          SUPERSEDED SURVEY CONTROL
 KV0075
 KV0075  NGVD 29 (04/16/92)   10.126  (m)           33.22   (f) ADJUSTED    1 1
 KV0075
 KV0075.Superseded values are not recommended for survey control.
 KV0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0075.See file dsdata.txt to determine how the superseded data were derived.
 KV0075
 KV0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL667034(NAD 83)
 KV0075_MARKER: DB = BENCH MARK DISK
 KV0075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0075_SP_SET: FOUNDATION
 KV0075_STAMPING: M 71 1965
 KV0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0075
 KV0075  HISTORY     - Date     Condition        Report By
 KV0075  HISTORY     - 1965     MONUMENTED       CGS
 KV0075  HISTORY     - 1983     GOOD             NJGS
 KV0075  HISTORY     - 19940524 GOOD             USPSQD
 KV0075
 KV0075                          STATION DESCRIPTION
 KV0075
 KV0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0075'AT ELIZABETH.
 KV0075'AT ELIZABETH, ABOUT 0.3 MILE NORTHEAST ALONG NEWARK AVENUE FROM
 KV0075'THE JUNCTION OF NORTH BROAD STREET, ABOUT 90 YARDS SOUTH OF THE
 KV0075'JUNCTION OF NEWARK AVENUE AND CLINTON PLACE, SET VERTICALLY IN THE
 KV0075'SOUTHWEST FACE NEAR THE WEST CORNER OF THE CONCRETE FOUNDATION
 KV0075'OF THE FINAST SUPER MARKET (A LARGE ONE STORY BRICK BUILDING), 75
 KV0075'FEET SOUTHEAST OF THE SOUTHEAST CURB OF NEWARK AVENUE, 0.9 FOOT
 KV0075'SOUTHEAST OF THE WEST CORNER OF THE BUILDING, ABOUT 4 FEET ABOVE
 KV0075'THE LEVEL OF THE AVENUE AND ABOUT 1.6 FEET ABOVE THE LEVEL OF THE
 KV0075'BLACK TOP PARKING AREA.
 KV0075
 KV0075                          STATION RECOVERY (1983)
 KV0075
 KV0075'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1983
 KV0075'RECOVERED IN GOOD CONDITION.
 KV0075
 KV0075                          STATION RECOVERY (1994)
 KV0075
 KV0075'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0962 ***********************************************************************
 KV0962  DESIGNATION -  M 73
 KV0962  PID         -  KV0962
 KV0962  STATE/COUNTY-  NJ/MIDDLESEX
 KV0962  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0962
 KV0962                         *CURRENT SURVEY CONTROL
 KV0962  ___________________________________________________________________
 KV0962* NAD 83(1986)-  40 26 59.     (N)    074 18 52.     (W)     SCALED    
 KV0962* NAVD 88     -        32.636  (meters)     107.07   (feet)  ADJUSTED  
 KV0962  ___________________________________________________________________
 KV0962  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KV0962  DYNAMIC HT  -          32.622 (meters)     107.03  (feet)  COMP
 KV0962  MODELED GRAV-     980,211.1   (mgal)                       NAVD 88
 KV0962
 KV0962  VERT ORDER  -  FIRST     CLASS II
 KV0962
 KV0962.The horizontal coordinates were scaled from a topographic map and have
 KV0962.an estimated accuracy of +/- 6 seconds.
 KV0962
 KV0962.The orthometric height was determined by differential leveling
 KV0962.and adjusted by the National Geodetic Survey in June 1991..
 KV0962
 KV0962.The geoid height was determined by GEOID03.
 KV0962
 KV0962.The dynamic height is computed by dividing the NAVD 88
 KV0962.geopotential number by the normal gravity value computed on the
 KV0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0962.degrees latitude (g = 980.6199 gals.).
 KV0962
 KV0962.The modeled gravity was interpolated from observed gravity values.
 KV0962
 KV0962;                    North         East    Units  Estimated Accuracy
 KV0962;SPC NJ       -   179,460.      165,740.      MT  (+/- 180 meters Scaled)
 KV0962
 KV0962                          SUPERSEDED SURVEY CONTROL
 KV0962
 KV0962  NGVD 29 (01/10/92)   32.966  (m)          108.16   (f) ADJUSTED    1 2
 KV0962
 KV0962.Superseded values are not recommended for survey control.
 KV0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0962.See file dsdata.txt to determine how the superseded data were derived.
 KV0962
 KV0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK581779(NAD 83)
 KV0962_MARKER: DB = BENCH MARK DISK
 KV0962_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 KV0962+WITH SETTING: INTO GROUND
 KV0962_STAMPING: M 73 1974
 KV0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0962+STABILITY: SURFACE MOTION
 KV0962
 KV0962  HISTORY     - Date     Condition        Report By
 KV0962  HISTORY     - 1974     MONUMENTED       NGS
 KV0962
 KV0962                          STATION DESCRIPTION
 KV0962
 KV0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV0962'2.9 MI SW FROM SOUTH AMBOY.
 KV0962'2.9 MILES SOUTHWEST ALONG BORDENTOWN AVENUE FROM THE POST OFFICE
 KV0962'AT SOUTH AMBOY, 0.1 MILE NORTHEAST OF THE CENTER OF THE INTERSECTION
 KV0962'OF CHEESEQUAKE AVENUE, 1.3 FEET WEST OF THE NORTH CORNER OF A
 KV0962'CHAINLINK FENCE AROUND YONKERS PLYWOOD M.G.P. CORPS., 55.5 FEET
 KV0962'SOUTHEAST OF THE CENTER LINE OF THE AVENUE, 55.3 FEET NORTHEAST OF
 KV0962'THE CENTER OF THE ENTRANCE TO THE CORPS., 20.4 FEET SOUTH OF A
 KV0962'24-INCH OAK TREE, 0.8 FOOT NORTH OF A WITNESS POST, ABOUT 3 FEET
 KV0962'HIGHER THAN THE AVENUE, A DISK ON THE TOP OF A 4-FOOT COPPER
 KV0962'COATED ROD WITH A BASE PLATE ATTACHED.  THE UPPER PORTION OF THE
 KV0962'ROD IS ENCASED IN A 6-INCH PLASTIC PIPE PROJECTING 0.4 FOOT ABOVE
 KV0962'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1132 ***********************************************************************
 KV1132  DESIGNATION -  M 74
 KV1132  PID         -  KV1132
 KV1132  STATE/COUNTY-  NJ/MERCER
 KV1132  USGS QUAD   -  TRENTON EAST (1981)
 KV1132
 KV1132                         *CURRENT SURVEY CONTROL
 KV1132  ___________________________________________________________________
 KV1132* NAD 83(1986)-  40 12 41.     (N)    074 37 33.     (W)     SCALED    
 KV1132* NAVD 88     -        33.730  (meters)     110.66   (feet)  ADJUSTED  
 KV1132  ___________________________________________________________________
 KV1132  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV1132  DYNAMIC HT  -          33.715 (meters)     110.61  (feet)  COMP
 KV1132  MODELED GRAV-     980,196.3   (mgal)                       NAVD 88
 KV1132
 KV1132  VERT ORDER  -  FIRST     CLASS II
 KV1132
 KV1132.The horizontal coordinates were scaled from a topographic map and have
 KV1132.an estimated accuracy of +/- 6 seconds.
 KV1132
 KV1132.The orthometric height was determined by differential leveling
 KV1132.and adjusted by the National Geodetic Survey in June 1991..
 KV1132
 KV1132.The geoid height was determined by GEOID03.
 KV1132
 KV1132.The dynamic height is computed by dividing the NAVD 88
 KV1132.geopotential number by the normal gravity value computed on the
 KV1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1132.degrees latitude (g = 980.6199 gals.).
 KV1132
 KV1132.The modeled gravity was interpolated from observed gravity values.
 KV1132
 KV1132;                    North         East    Units  Estimated Accuracy
 KV1132;SPC NJ       -   152,990.      139,290.      MT  (+/- 180 meters Scaled)
 KV1132
 KV1132                          SUPERSEDED SURVEY CONTROL
 KV1132
 KV1132  NGVD 29 (01/10/92)   34.058  (m)          111.74   (f) ADJUSTED    1 2
 KV1132
 KV1132.Superseded values are not recommended for survey control.
 KV1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1132.See file dsdata.txt to determine how the superseded data were derived.
 KV1132
 KV1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK318512(NAD 83)
 KV1132_MARKER: DB = BENCH MARK DISK
 KV1132_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 KV1132+WITH SETTING: INTO GROUND
 KV1132_STAMPING: M 74 1974
 KV1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1132+STABILITY: SURFACE MOTION
 KV1132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1132+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2001
 KV1132
 KV1132  HISTORY     - Date     Condition        Report By
 KV1132  HISTORY     - 1974     MONUMENTED       NGS
 KV1132  HISTORY     - 20010205 GOOD             NJGS
 KV1132
 KV1132                          STATION DESCRIPTION
 KV1132
 KV1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1132'AT ROBBINSVILLE.
 KV1132'A ROBBINSVILLE, 0.25 MILE SOUTHWEST ALONG U.S. HIGHWAY FROM THE
 KV1132'INTERSECTION OF COUNTY ROAD 526, 2.4 FEET NORTHEAST OF THE
 KV1132'NORTH CORNER OF A CHAIN LINK FENCE AROUND ROBBINSVILLE
 KV1132'SUBSTATION OF THE PUBLIC ELECTRIC AND GAS COMPANY, 93 FEET
 KV1132'SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANES OF THE
 KV1132'HIGHWAY, 12.5 FEET NORTHEAST OF THE CENTER OF A GATE AT
 KV1132'ENTRANCE TO THE SUBSTATION, 26 FEET WEST OF A POWER POLE BEARING
 KV1132'THREE TRANSFORMERS NO. 624-WA, ABOUT 1 FOOT HIGHER THAN THE
 KV1132'HIGHWAY, A DISK ON THE TOP OF A 4-FOOT COPPER COATED ROD THAT IS
 KV1132'ATTACHED TO A METAL BASE PLATE.  THE UPPER PORTION OF THE ROD
 KV1132'IS ENCASED IN A PLASTIC PIPE PROJECTING 0.1 FOOT ABOVE THE
 KV1132'GROUND.
 KV1132
 KV1132                          STATION RECOVERY (2001)
 KV1132
 KV1132'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 KV1132'THE SUBSTATION IS GONE BUT THE AREA IS STILL FENCED OFF BY PUBLIC
 KV1132'SERVICE ELECTRIC AND GAS COMPANY.  POLE NUMBER 624-WA DOES NOT HAVE
 KV1132'ANY TRANSFORMERS. THE STATION IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1151 ***********************************************************************
 KV1151  DESIGNATION -  M 75
 KV1151  PID         -  KV1151
 KV1151  STATE/COUNTY-  NJ/BURLINGTON
 KV1151  USGS QUAD   -  BRISTOL (1981)
 KV1151
 KV1151                         *CURRENT SURVEY CONTROL
 KV1151  ___________________________________________________________________
 KV1151* NAD 83(1986)-  40 06 20.     (N)    074 47 09.     (W)     SCALED    
 KV1151* NAVD 88     -        18.012  (meters)      59.09   (feet)  ADJUSTED  
 KV1151  ___________________________________________________________________
 KV1151  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KV1151  DYNAMIC HT  -          18.005 (meters)      59.07  (feet)  COMP
 KV1151  MODELED GRAV-     980,195.7   (mgal)                       NAVD 88
 KV1151
 KV1151  VERT ORDER  -  FIRST     CLASS II
 KV1151
 KV1151.The horizontal coordinates were scaled from a topographic map and have
 KV1151.an estimated accuracy of +/- 6 seconds.
 KV1151
 KV1151.The orthometric height was determined by differential leveling
 KV1151.and adjusted by the National Geodetic Survey in June 1991..
 KV1151
 KV1151.The geoid height was determined by GEOID03.
 KV1151
 KV1151.The dynamic height is computed by dividing the NAVD 88
 KV1151.geopotential number by the normal gravity value computed on the
 KV1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1151.degrees latitude (g = 980.6199 gals.).
 KV1151
 KV1151.The modeled gravity was interpolated from observed gravity values.
 KV1151
 KV1151;                    North         East    Units  Estimated Accuracy
 KV1151;SPC NJ       -   141,270.      125,630.      MT  (+/- 180 meters Scaled)
 KV1151
 KV1151                          SUPERSEDED SURVEY CONTROL
 KV1151
 KV1151  NGVD 29 (01/10/92)   18.335  (m)           60.15   (f) ADJUSTED    1 2
 KV1151
 KV1151.Superseded values are not recommended for survey control.
 KV1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1151.See file dsdata.txt to determine how the superseded data were derived.
 KV1151
 KV1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK182394(NAD 83)
 KV1151_MARKER: DB = BENCH MARK DISK
 KV1151_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 KV1151+WITH SETTING: INTO GROUND
 KV1151_STAMPING: M 75 1974
 KV1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1151+STABILITY: SURFACE MOTION
 KV1151
 KV1151  HISTORY     - Date     Condition        Report By
 KV1151  HISTORY     - 1974     MONUMENTED       NGS
 KV1151  HISTORY     - 19900524 MARK NOT FOUND   NJGS
 KV1151  HISTORY     - 20041227 MARK NOT FOUND   NJGS
 KV1151
 KV1151                          STATION DESCRIPTION
 KV1151
 KV1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1151'5.2 MI SW FROM BORDENTOWN.
 KV1151'5.20 MILES SOUTHWEST ALONG U.S. HIGHWAY 130 FROM THE SOUTH
 KV1151'INTERSECTION OF U.S. HIGHWAY 206 AT BORDENTOWN, AT THE VILLAGE OF
 KV1151'FLORENCE, 25 FEET NORTHWEST OF CENTER LINE OF THE SOUTHWEST BOUND
 KV1151'LANE OF THE HIGHWAY, 86 FEET SOUTHWEST OF THE SOUTH CORNER OF
 KV1151'PIC-A-BUY MOTORS USED CAR OFFICE BUILDING, 26.3 FEET SOUTHEAST
 KV1151'OF THE SOUTH END OF BILLBOARD FOR FLORENCE DINER, 1.6 FEET
 KV1151'NORTHWEST OF POWER POLE A61457FL WITH GUY WIRE AND ON THE TOP
 KV1151'OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL
 KV1151'BASE PLATE..THE DISK IS 2 INCHES BELOW THE SURFACE OF THE GROUND
 KV1151'AND ENCASED IN A 4-INCH PLASTIC PIPE WHICH IS FLUSH WITH THE
 KV1151'GROUND.
 KV1151
 KV1151                          STATION RECOVERY (1990)
 KV1151
 KV1151'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV1151'THE STATION WAS SEARCHED FOR, BUT NOT RECOVERED.  THE METAL WITNESS
 KV1151'POST HAS BEEN REMOVED AND IT APPEARS THAT THE POWER POLE HAS BEEN
 KV1151'REPLACED SINCE THE ORIGINAL DESCRIPTION.
 KV1151
 KV1151                          STATION RECOVERY (2004)
 KV1151
 KV1151'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2004 (ECB)
 KV1151'TIES ARE GONE DUE TO NEW CONSTRUCTION IN THE AREA.  STATION IS
 KV1151'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2832 ***********************************************************************
 JU2832  DESIGNATION -  M 75
 JU2832  PID         -  JU2832
 JU2832  STATE/COUNTY-  NJ/ATLANTIC
 JU2832  USGS QUAD   -  PLEASANTVILLE (1994)
 JU2832
 JU2832                         *CURRENT SURVEY CONTROL
 JU2832  ___________________________________________________________________
 JU2832* NAD 83(1996)-  39 27 31.32445(N)    074 32 55.52218(W)     ADJUSTED  
 JU2832* NAVD 88     -        32.50   (+/-2cm)     106.6    (feet)  VERTCON   
 JU2832  ___________________________________________________________________
 JU2832  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 JU2832  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JU2832
 JU2832  HORZ ORDER  -  SECOND
 JU2832  VERT ORDER  -  THIRD ? (See Below)
 JU2832
 JU2832.This mark is at Atlantic City Intl Airport (ACY)
 JU2832
 JU2832.The horizontal coordinates were established by classical geodetic methods
 JU2832.and adjusted by the National Geodetic Survey in September 1999..
 JU2832
 JU2832.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2832.The vertical order pertains to the NGVD 29 superseded value.
 JU2832
 JU2832.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2832
 JU2832.The geoid height was determined by GEOID03.
 JU2832
 JU2832;                    North         East     Units Scale Factor Converg.
 JU2832;SPC NJ       -    69,421.455   145,804.255   MT  0.99990022   -0 01 51.5
 JU2832;SPC NJ       -   227,760.22    478,359.46   sFT  0.99990022   -0 01 51.5
 JU2832;UTM  18      - 4,367,778.314   538,820.529   MT  0.99961855   +0 17 12.4
 JU2832
 JU2832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2832!SPC NJ       -   1.00000021  x   0.99990022  =   0.99990043
 JU2832!UTM  18      -   1.00000021  x   0.99961855  =   0.99961876
 JU2832
 JU2832|---------------------------------------------------------------------|
 JU2832| PID    Reference Object                     Distance      Geod. Az  |
 JU2832|                                                           dddmmss.s |
 JU2832| CB2224 M 75 RM 2                             4.886 METERS 02259     |
 JU2832| CB2223 M 75 RM 1                             4.944 METERS 10229     |
 JU2832| JU2778 RITZ                                APPROX.14.8 KM 1422201.3 |
 JU2832| JU2833 FAA                                 APPROX. 1.8 KM 2351713.7 |
 JU2832|---------------------------------------------------------------------|
 JU2832
 JU2832                          SUPERSEDED SURVEY CONTROL
 JU2832
 JU2832  NAD 83(1986)-  39 27 31.31193(N)    074 32 55.51452(W) AD(       ) 2
 JU2832  NAD 27      -  39 27 30.89622(N)    074 32 56.97046(W) AD(       ) 2
 JU2832  NGVD 29 (07/19/86)   32.88   (m)          107.9    (f) LEVELING    3  
 JU2832
 JU2832.Superseded values are not recommended for survey control.
 JU2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2832.See file dsdata.txt to determine how the superseded data were derived.
 JU2832
 JU2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3882167778(NAD 83)
 JU2832_MARKER: X = CHISELED CROSS
 JU2832_SETTING: 0 = UNSPECIFIED SETTING
 JU2832
 JU2832  HISTORY     - Date     Condition        Report By
 JU2832  HISTORY     - 1980     MONUMENTED       LOCSUR
 JU2832
 JU2832                          STATION DESCRIPTION
 JU2832
 JU2832'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (CL)
 JU2832'THE STATION IS ON THE PROPERTY OF THE FEDERAL AVIATION ADMINSTRATION
 JU2832'TECHNICAL CENTER (FORMERLY N.A.F.E.C.) IN ATLANTIC COUNTY, NEW JERSEY
 JU2832'APPROXIMATELY 11 MILES WEST OF ATLANTIC CITY AND 1.9 MILES S.E. OF
 JU2832'POMONA.  IT IS 0.2 MILES SOUTH OF US RTE 30, AT THE END OF A DIRT
 JU2832'ACCESS ROAD, AND APPROXIMATELY 400 FEET NORTH OF THE PENNSYLVANIA-
 JU2832'READING-SEASHORE LINES RAILROAD AT THE WEST CORNER OF A 19.5 FOOT
 JU2832'SQUARE DECK AT THE TOP OF A PHOTOTHEODILITE TOWER 67 FT ABOVE GROUND.
 JU2832'
 JU2832'THE MARK IS A CROSS-CUT IN THE HEAD OF A ONE INCH DIAMETER BOLT
 JU2832'PROTRUDING ONE-HALF INCH ABOVE THE METAL DECK OF THE TOWER, IT IS 3.48
 JU2832'FEET SE OF THE NW SIDE OF THE DECK AND 2.02 FEET NE OF THE SW SIDE OF
 JU2832'THE DECK.
 JU2832'
 JU2832'REFERENCE MARK NO 1 - IS A CROSS-CUT IN THE TOP OF A FIVE-EIGHTS INCH
 JU2832'DIAMETER BOLT PROTRUDING FOUR INCHES ABOVE THE DECK AT THE NORTH
 JU2832'CORNER OF THE TOWER.  IT IS 2.08 FEET SE OF THE NW SIDE AND 1.32 FEET
 JU2832'SW OF THE NE SIDE OF THE TOWER.  RM NO 1 IS 16.22 FEET NE OF THE MAIN
 JU2832'STATION.
 JU2832'
 JU2832'REFERENCE MARK NO 2 - IS A CROSS-CUT IN THE HEAD OF A ONE INCH
 JU2832'DIAMETER BOLT PROTRUDING ONE-HALF INCH ABOVE THE DECK AT THE SOUTH
 JU2832'CORNER OF THE TOWER.  IT IS 0.60 FEET NW OF THE SE SIDE AND 6.25 FEET
 JU2832'NE OF SW SIDE.  RM NO 2 IS 16.03 FEET SE OF THE MAIN STATION.
 JU2832'
 JU2832'STATION FAA 1980 WILL SERVE AS AN AZIMUTH MARK.
 JU2832'
 JU2832'TO REACH THE STATION FROM THE POST OFFICE IN POMONA AT THE
 JU2832'INTERSECTION OF STATE ROUTE 575 AND US ROUTE 30 (WHITE HORSE PIKE)
 JU2832'TRAVEL EAST ON US ROUTE 30 FOR 1.9 MILES TO A DIRT ROAD TO THE RIGHT.
 JU2832'THENCE RIGHT OR SOUTH FOR 0.2 MILES TO THE PHOTOTHEODILITE TOWER
 JU2832'DESIGNATED AS P-8 BY FAA TECH CENTER PLANS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0931 ***********************************************************************
 JU0931  DESIGNATION -  M 76
 JU0931  PID         -  JU0931
 JU0931  STATE/COUNTY-  NJ/CAMDEN
 JU0931  USGS QUAD   -  CAMDEN (1995)
 JU0931
 JU0931                         *CURRENT SURVEY CONTROL
 JU0931  ___________________________________________________________________
 JU0931* NAD 83(1986)-  39 59 02.     (N)    075 03 52.     (W)     SCALED    
 JU0931* NAVD 88     -        48.473  (meters)     159.03   (feet)  ADJUSTED  
 JU0931  ___________________________________________________________________
 JU0931  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU0931  DYNAMIC HT  -          48.451 (meters)     158.96  (feet)  COMP
 JU0931  MODELED GRAV-     980,186.8   (mgal)                       NAVD 88
 JU0931
 JU0931  VERT ORDER  -  FIRST     CLASS II
 JU0931
 JU0931.The horizontal coordinates were scaled from a topographic map and have
 JU0931.an estimated accuracy of +/- 6 seconds.
 JU0931
 JU0931.The orthometric height was determined by differential leveling
 JU0931.and adjusted by the National Geodetic Survey in June 1991..
 JU0931
 JU0931.The geoid height was determined by GEOID03.
 JU0931
 JU0931.The dynamic height is computed by dividing the NAVD 88
 JU0931.geopotential number by the normal gravity value computed on the
 JU0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0931.degrees latitude (g = 980.6199 gals.).
 JU0931
 JU0931.The modeled gravity was interpolated from observed gravity values.
 JU0931
 JU0931;                    North         East    Units  Estimated Accuracy
 JU0931;SPC NJ       -   127,880.      101,790.      MT  (+/- 180 meters Scaled)
 JU0931
 JU0931                          SUPERSEDED SURVEY CONTROL
 JU0931
 JU0931  NGVD 29 (01/10/92)   48.794  (m)          160.09   (f) ADJUSTED    1 2
 JU0931
 JU0931.Superseded values are not recommended for survey control.
 JU0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0931.See file dsdata.txt to determine how the superseded data were derived.
 JU0931
 JU0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK944259(NAD 83)
 JU0931_MARKER: DB = BENCH MARK DISK
 JU0931_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0931_SP_SET: BRIDGE
 JU0931_STAMPING: M 76 1974
 JU0931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0931
 JU0931  HISTORY     - Date     Condition        Report By
 JU0931  HISTORY     - 1974     MONUMENTED       NGS
 JU0931
 JU0931                          STATION DESCRIPTION
 JU0931
 JU0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JU0931'AT PENNSAUKEN.
 JU0931'AT PENNSAUKEN, ALONG THE NORTHEAST SIDE OF BETSY ROSS
 JU0931'(PHILADELPHIA-PENNSAUKEN) BRIDGE OVER THE DELAWARE RIVER, 0.35
 JU0931'MILE NORTHWEST OF BENCH MARK T 75, IN THE TOP OF THE BRIDGE DECK
 JU0931'OVER PIER E 1, 1.1 FEET SOUTHEAST OF THE CENTER OF A METAL
 JU0931'EXPANSION STRIP ACROSS THE BRIDGE, 6 FEET SOUTHWEST OF COLUMN 30
 JU0931'WITH A STEEL LADDER, 7.2 FEET SOUTH OF THE SOUTH CORNER OF A
 JU0931'METAL BATTERY BOX, AND ABOUT LEVEL WITH THE BRIDGE DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2937 ***********************************************************************
 KV2937  DESIGNATION -  M 77
 KV2937  PID         -  KV2937
 KV2937  STATE/COUNTY-  NJ/HUNTERDON
 KV2937  USGS QUAD   -  HIGH BRIDGE (1970)
 KV2937
 KV2937                         *CURRENT SURVEY CONTROL
 KV2937  ___________________________________________________________________
 KV2937* NAD 83(1986)-  40 38 08.     (N)    074 58 10.     (W)     SCALED    
 KV2937* NAVD 88     -       111.125  (meters)     364.58   (feet)  ADJUSTED  
 KV2937  ___________________________________________________________________
 KV2937  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KV2937  DYNAMIC HT  -         111.074 (meters)     364.42  (feet)  COMP
 KV2937  MODELED GRAV-     980,158.9   (mgal)                       NAVD 88
 KV2937
 KV2937  VERT ORDER  -  FIRST     CLASS II
 KV2937
 KV2937.The horizontal coordinates were scaled from a topographic map and have
 KV2937.an estimated accuracy of +/- 6 seconds.
 KV2937
 KV2937.The orthometric height was determined by differential leveling
 KV2937.and adjusted by the National Geodetic Survey in June 1991..
 KV2937
 KV2937.The geoid height was determined by GEOID03.
 KV2937
 KV2937.The dynamic height is computed by dividing the NAVD 88
 KV2937.geopotential number by the normal gravity value computed on the
 KV2937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2937.degrees latitude (g = 980.6199 gals.).
 KV2937
 KV2937.The modeled gravity was interpolated from observed gravity values.
 KV2937
 KV2937;                    North         East    Units  Estimated Accuracy
 KV2937;SPC NJ       -   200,190.      110,290.      MT  (+/- 180 meters Scaled)
 KV2937
 KV2937                          SUPERSEDED SURVEY CONTROL
 KV2937
 KV2937  NGVD 29 (01/10/92)  111.354  (m)          365.33   (f) ADJUSTED    1 2
 KV2937
 KV2937.Superseded values are not recommended for survey control.
 KV2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2937.See file dsdata.txt to determine how the superseded data were derived.
 KV2937
 KV2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK025983(NAD 83)
 KV2937_MARKER: DB = BENCH MARK DISK
 KV2937_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2937_SP_SET: STAINLESS STEEL ROD
 KV2937_STAMPING: M 77 1978
 KV2937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2937
 KV2937  HISTORY     - Date     Condition        Report By
 KV2937  HISTORY     - 1978     MONUMENTED       NGS
 KV2937
 KV2937                          STATION DESCRIPTION
 KV2937
 KV2937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2937'2.85 MI NE FROM PATTENBURG.
 KV2937'1.2 MILES NORTHEAST ALONG COUNTY ROAD 614 FROM THE OVERPASS OF THE
 KV2937'LEHIGH VALLEY RAILROAD AT PATTENBURG, THENCE 1.65 MILES EAST ALONG
 KV2937'STATE HIGHWAY 173, SET AT THE INTERSECTION OF STATE HIGHWAY 173 AND
 KV2937'CHARLESTOWN ROAD, 36 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 59.5
 KV2937'FEET WEST OF THE CENTER OF THE ROAD, 22.8 FEET WEST OF POWER POLE
 KV2937'NUMBER 1 1/2 WITH A GUY WIRE, AND 5 FEET EAST OF A CORNER POST OF
 KV2937'A CHAIN LEAK FENCE ALONG THE INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2274 ***********************************************************************
 JU2274  DESIGNATION -  M 78
 JU2274  PID         -  JU2274
 JU2274  STATE/COUNTY-  NJ/CUMBERLAND
 JU2274  USGS QUAD   -  MILLVILLE (1997)
 JU2274
 JU2274                         *CURRENT SURVEY CONTROL
 JU2274  ___________________________________________________________________
 JU2274* NAD 83(1986)-  39 24 21.     (N)    075 06 05.     (W)     SCALED    
 JU2274* NAVD 88     -        23.772  (meters)      77.99   (feet)  ADJUSTED  
 JU2274  ___________________________________________________________________
 JU2274  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JU2274  DYNAMIC HT  -          23.760 (meters)      77.95  (feet)  COMP
 JU2274  MODELED GRAV-     980,120.5   (mgal)                       NAVD 88
 JU2274
 JU2274  VERT ORDER  -  FIRST     CLASS II
 JU2274
 JU2274.The horizontal coordinates were scaled from a topographic map and have
 JU2274.an estimated accuracy of +/- 6 seconds.
 JU2274
 JU2274.The orthometric height was determined by differential leveling
 JU2274.and adjusted by the National Geodetic Survey in June 1991..
 JU2274
 JU2274.The geoid height was determined by GEOID03.
 JU2274
 JU2274.The dynamic height is computed by dividing the NAVD 88
 JU2274.geopotential number by the normal gravity value computed on the
 JU2274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2274.degrees latitude (g = 980.6199 gals.).
 JU2274
 JU2274.The modeled gravity was interpolated from observed gravity values.
 JU2274
 JU2274;                    North         East    Units  Estimated Accuracy
 JU2274;SPC NJ       -    63,720.       98,210.      MT  (+/- 180 meters Scaled)
 JU2274
 JU2274                          SUPERSEDED SURVEY CONTROL
 JU2274
 JU2274  NGVD 29 (01/10/92)   24.096  (m)           79.06   (f) ADJUSTED    1 2
 JU2274
 JU2274.Superseded values are not recommended for survey control.
 JU2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2274.See file dsdata.txt to determine how the superseded data were derived.
 JU2274
 JU2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ912618(NAD 83)
 JU2274_MARKER: DB = BENCH MARK DISK
 JU2274_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2274_SP_SET: STAINLESS STEEL ROD
 JU2274_STAMPING: M 78 1979
 JU2274_PROJECTION: RECESSED 5 CENTIMETERS
 JU2274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2274_ROD/PIPE-DEPTH: 6.10 meters
 JU2274
 JU2274  HISTORY     - Date     Condition        Report By
 JU2274  HISTORY     - 1979     MONUMENTED       NGS
 JU2274  HISTORY     - 19950129 GOOD             USPSQD
 JU2274
 JU2274                          STATION DESCRIPTION
 JU2274
 JU2274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2274'7.6 MI EAST FROM BRIDGETON.
 JU2274'7.6 MILES EAST ALONG STATE ROUTE 49 FROM THE POST OFFICE IN
 JU2274'BRIDGETON, ALSO 3.5 MILES WEST ALONG STATE ROUTE 49 FROM THE
 JU2274'JUNCTION OF STATE ROUTE 47 IN MILLVILLE, AT THE JUNCTION OF SMITH
 JU2274'ROAD, 27 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 21 FEET EAST
 JU2274'OF THE CENTER OF THE PAVED ROAD, 1.5 FEET NORTH OF POWER POLE NUMBER
 JU2274'293, 1 FOOT SOUTH OF A ROAD SIGN.
 JU2274'THE MARK IS 1 FT  W FROM A WITNESS POST.
 JU2274'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2274
 JU2274                          STATION RECOVERY (1995)
 JU2274
 JU2274'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2388 ***********************************************************************
 JU2388  DESIGNATION -  M 79
 JU2388  PID         -  JU2388
 JU2388  STATE/COUNTY-  NJ/CAPE MAY
 JU2388  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2388
 JU2388                         *CURRENT SURVEY CONTROL
 JU2388  ___________________________________________________________________
 JU2388* NAD 83(1986)-  39 09 58.     (N)    074 44 43.     (W)     SCALED    
 JU2388* NAVD 88     -         6.102  (meters)      20.02   (feet)  ADJUSTED  
 JU2388  ___________________________________________________________________
 JU2388  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 JU2388  DYNAMIC HT  -           6.099 (meters)      20.01  (feet)  COMP
 JU2388  MODELED GRAV-     980,078.3   (mgal)                       NAVD 88
 JU2388
 JU2388  VERT ORDER  -  FIRST     CLASS II
 JU2388
 JU2388.The horizontal coordinates were scaled from a topographic map and have
 JU2388.an estimated accuracy of +/- 6 seconds.
 JU2388
 JU2388.The orthometric height was determined by differential leveling
 JU2388.and adjusted by the National Geodetic Survey in June 1991..
 JU2388
 JU2388.The geoid height was determined by GEOID03.
 JU2388
 JU2388.The dynamic height is computed by dividing the NAVD 88
 JU2388.geopotential number by the normal gravity value computed on the
 JU2388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2388.degrees latitude (g = 980.6199 gals.).
 JU2388
 JU2388.The modeled gravity was interpolated from observed gravity values.
 JU2388
 JU2388;                    North         East    Units  Estimated Accuracy
 JU2388;SPC NJ       -    36,970.      128,800.      MT  (+/- 180 meters Scaled)
 JU2388
 JU2388                          SUPERSEDED SURVEY CONTROL
 JU2388
 JU2388  NGVD 29 (01/10/92)    6.489  (m)           21.29   (f) ADJUSTED    1 2
 JU2388
 JU2388.Superseded values are not recommended for survey control.
 JU2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2388.See file dsdata.txt to determine how the superseded data were derived.
 JU2388
 JU2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ220352(NAD 83)
 JU2388_MARKER: DB = BENCH MARK DISK
 JU2388_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2388_SP_SET: STAINLESS STEEL ROD
 JU2388_STAMPING: M 79 1979
 JU2388_PROJECTION: RECESSED 5 CENTIMETERS
 JU2388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2388_ROD/PIPE-DEPTH: 9.14 meters
 JU2388
 JU2388  HISTORY     - Date     Condition        Report By
 JU2388  HISTORY     - 1979     MONUMENTED       NGS
 JU2388
 JU2388                          STATION DESCRIPTION
 JU2388
 JU2388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2388'1.5 MI NE FROM CLERMONT.
 JU2388'1.5 MILES NORTHEAST ALONG STATE ROUTE 9 FROM THE JUNCTION OF STATE
 JU2388'ROUTE 83 IN CLERMONT, AT THE WEST CORNER OF THE COUNTRY WORKSHOP
 JU2388'FURNITURE STORE, 47 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 JU2388'28.5 FEET EAST OF POWER POLE NUMBER W 1210, 2 FEET WEST OF THE WEST
 JU2388'CORNER OF THE STORE.
 JU2388'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0344 ***********************************************************************
 JU0344  DESIGNATION -  M 8
 JU0344  PID         -  JU0344
 JU0344  STATE/COUNTY-  NJ/ATLANTIC
 JU0344  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0344
 JU0344                         *CURRENT SURVEY CONTROL
 JU0344  ___________________________________________________________________
 JU0344* NAD 83(1986)-  39 24 31.     (N)    074 30 35.     (W)     SCALED    
 JU0344* NAVD 88     -         8.424  (meters)      27.64   (feet)  ADJUSTED  
 JU0344  ___________________________________________________________________
 JU0344  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JU0344  DYNAMIC HT  -           8.420 (meters)      27.62  (feet)  COMP
 JU0344  MODELED GRAV-     980,117.1   (mgal)                       NAVD 88
 JU0344
 JU0344  VERT ORDER  -  FIRST     CLASS I
 JU0344
 JU0344.The horizontal coordinates were scaled from a topographic map and have
 JU0344.an estimated accuracy of +/- 6 seconds.
 JU0344
 JU0344.The orthometric height was determined by differential leveling
 JU0344.and adjusted by the National Geodetic Survey in June 1991..
 JU0344
 JU0344.The geoid height was determined by GEOID03.
 JU0344
 JU0344.The dynamic height is computed by dividing the NAVD 88
 JU0344.geopotential number by the normal gravity value computed on the
 JU0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0344.degrees latitude (g = 980.6199 gals.).
 JU0344
 JU0344.The modeled gravity was interpolated from observed gravity values.
 JU0344
 JU0344;                    North         East    Units  Estimated Accuracy
 JU0344;SPC NJ       -    63,860.      149,160.      MT  (+/- 180 meters Scaled)
 JU0344
 JU0344                          SUPERSEDED SURVEY CONTROL
 JU0344
 JU0344  NGVD 29 (04/16/92)    8.815  (m)           28.92   (f) ADJUSTED    1 1
 JU0344
 JU0344.Superseded values are not recommended for survey control.
 JU0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0344.See file dsdata.txt to determine how the superseded data were derived.
 JU0344
 JU0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ422622(NAD 83)
 JU0344_MARKER: DB = BENCH MARK DISK
 JU0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0344_SP_SET: BUILDING
 JU0344_STAMPING: M 8 1930 28.917
 JU0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0344
 JU0344  HISTORY     - Date     Condition        Report By
 JU0344  HISTORY     - 1930     MONUMENTED       CGS
 JU0344  HISTORY     - 1964     GOOD             CGS
 JU0344  HISTORY     - 1979     GOOD             NGS
 JU0344
 JU0344                          STATION DESCRIPTION
 JU0344
 JU0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0344'AT PLEASANTVILLE.
 JU0344'AT PLEASANTVILLE, ABOUT 1.4 MILES NORTHEAST ALONG NORTH MAIN
 JU0344'STREET FROM THE CROSSING OF THE PENNSYLAVANIA-READING SEASHORE
 JU0344'LINES RAILROAD, THENCE ABOUT 0.1 MILE NORTHWEST ALONG LEEDS
 JU0344'AVENUE, NEAR THE JUNCTION OF LEEDS AVENUE AND LINDEN AVENUE,
 JU0344'AT PLEASANTVILLE SCHOOL NO. 3, SET VERTICALLY IN THE SOUTHWEST
 JU0344'BRICK WALL OF THE BUILDING, 7.9 FEET SOUTHEAST OF THE CENTER
 JU0344'OF THE MAIN ENTRANCE OF THE BUILDING, 29.3 FEET NORTHEAST OF
 JU0344'THE NORTHEAST CURB OF LEEDS AVENUE AND ABOUT 3 FEET ABOVE THE
 JU0344'LEVEL OF THE AVENUE.
 JU0344
 JU0344                          STATION RECOVERY (1979)
 JU0344
 JU0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2444 ***********************************************************************
 JU2444  DESIGNATION -  M 80
 JU2444  PID         -  JU2444
 JU2444  STATE/COUNTY-  NJ/OCEAN
 JU2444  USGS QUAD   -  WEST CREEK (1972)
 JU2444
 JU2444                         *CURRENT SURVEY CONTROL
 JU2444  ___________________________________________________________________
 JU2444* NAD 83(1986)-  39 41 38.     (N)    074 15 35.     (W)     SCALED    
 JU2444* NAVD 88     -        10.202  (meters)      33.47   (feet)  ADJUSTED  
 JU2444  ___________________________________________________________________
 JU2444  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JU2444  DYNAMIC HT  -          10.197 (meters)      33.45  (feet)  COMP
 JU2444  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 JU2444
 JU2444  VERT ORDER  -  FIRST     CLASS II
 JU2444
 JU2444.The horizontal coordinates were scaled from a topographic map and have
 JU2444.an estimated accuracy of +/- 6 seconds.
 JU2444
 JU2444.The orthometric height was determined by differential leveling
 JU2444.and adjusted by the National Geodetic Survey in June 1991..
 JU2444
 JU2444.The geoid height was determined by GEOID03.
 JU2444
 JU2444.The dynamic height is computed by dividing the NAVD 88
 JU2444.geopotential number by the normal gravity value computed on the
 JU2444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2444.degrees latitude (g = 980.6199 gals.).
 JU2444
 JU2444.The modeled gravity was interpolated from observed gravity values.
 JU2444
 JU2444;                    North         East    Units  Estimated Accuracy
 JU2444;SPC NJ       -    95,560.      170,610.      MT  (+/- 180 meters Scaled)
 JU2444
 JU2444                          SUPERSEDED SURVEY CONTROL
 JU2444
 JU2444  NGVD 29 (01/10/92)   10.584  (m)           34.72   (f) ADJUSTED    1 2
 JU2444
 JU2444.Superseded values are not recommended for survey control.
 JU2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2444.See file dsdata.txt to determine how the superseded data were derived.
 JU2444
 JU2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ634940(NAD 83)
 JU2444_MARKER: DV = VERTICAL CONTROL DISK
 JU2444_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU2444_SP_SET: ABUTMENT
 JU2444_STAMPING: M 80 1979
 JU2444_MARK LOGO: NGS   
 JU2444_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2444_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2444+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2006
 JU2444
 JU2444  HISTORY     - Date     Condition        Report By
 JU2444  HISTORY     - 1979     MONUMENTED       NGS
 JU2444  HISTORY     - 19950201 GOOD             NJGS
 JU2444  HISTORY     - 19950803 GOOD             USPSQD
 JU2444  HISTORY     - 20060616 GOOD             GEOCAC
 JU2444
 JU2444                          STATION DESCRIPTION
 JU2444
 JU2444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2444'IN MANAHAWKIN.
 JU2444'IN MANAHAWKIN, AT THE JUNCTION OF STATE ROUTE 9 AND THE GARDEN
 JU2444'STATE PARKWAY BRIDGE OVER ROUTE 9, SET VERTICALLY IN THE NORTHEAST
 JU2444'FACE OF THE SOUTHEAST ABUTMENT OF THE NORTHWEST BOUND BRIDGE OF
 JU2444'PARKWAY, 0.1 MILE SOUTHWEST OF THE JUNCTION OF ROUTE 9 AND ROUTE
 JU2444'180, 28 FEET SOUTH OF POWER POLE P6698, 22 FEET SOUTHEAST OF THE
 JU2444'SOUTHEAST CURB OF ROUTE 9.
 JU2444'THE MARK IS 3 FT ABOVE GROUND.
 JU2444
 JU2444                          STATION RECOVERY (1995)
 JU2444
 JU2444'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU2444'RECOVERED AS DESCRIBED.
 JU2444
 JU2444                          STATION RECOVERY (1995)
 JU2444
 JU2444'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2444'RECOVERED IN GOOD CONDITION.
 JU2444
 JU2444                          STATION RECOVERY (2006)
 JU2444
 JU2444'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2444'THE STATION IS MOUNTED VERTICALLY IN THE NORTHEAST FACE OF THE
 JU2444'SOUTHEAST ABUTMENT OF THE BRIDGE THAT CARRIES THE NORTHWEST-BOUND
 JU2444'LANES OF STATE HIGHWAY 72 OVER US HIGHWAY 9, AND ABOUT NINE FEET ABOVE
 JU2444'THE US HIGHWAY 9 ROADWAY.  HANDHELD COORDINATES ARE N39-41-39.18
 JU2444'W074-15-36.24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3503 ***********************************************************************
 KV3503  DESIGNATION -  M 81
 KV3503  PID         -  KV3503
 KV3503  STATE/COUNTY-  NJ/MONMOUTH
 KV3503  USGS QUAD   -  POINT PLEASANT (1989)
 KV3503
 KV3503                         *CURRENT SURVEY CONTROL
 KV3503  ___________________________________________________________________
 KV3503* NAD 83(1986)-  40 06 45.     (N)    074 03 22.     (W)     SCALED    
 KV3503* NAVD 88     -         3.860  (meters)      12.66   (feet)  ADJUSTED  
 KV3503  ___________________________________________________________________
 KV3503  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KV3503  DYNAMIC HT  -           3.859 (meters)      12.66  (feet)  COMP
 KV3503  MODELED GRAV-     980,157.4   (mgal)                       NAVD 88
 KV3503
 KV3503  VERT ORDER  -  FIRST     CLASS II
 KV3503
 KV3503.The horizontal coordinates were scaled from a topographic map and have
 KV3503.an estimated accuracy of +/- 6 seconds.
 KV3503
 KV3503.The orthometric height was determined by differential leveling
 KV3503.and adjusted by the National Geodetic Survey in June 1991..
 KV3503
 KV3503.The geoid height was determined by GEOID03.
 KV3503
 KV3503.The dynamic height is computed by dividing the NAVD 88
 KV3503.geopotential number by the normal gravity value computed on the
 KV3503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3503.degrees latitude (g = 980.6199 gals.).
 KV3503
 KV3503.The modeled gravity was interpolated from observed gravity values.
 KV3503
 KV3503;                    North         East    Units  Estimated Accuracy
 KV3503;SPC NJ       -   142,100.      187,840.      MT  (+/- 180 meters Scaled)
 KV3503
 KV3503                          SUPERSEDED SURVEY CONTROL
 KV3503
 KV3503  NGVD 29 (01/10/92)    4.194  (m)           13.76   (f) ADJUSTED    1 2
 KV3503
 KV3503.Superseded values are not recommended for survey control.
 KV3503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3503.See file dsdata.txt to determine how the superseded data were derived.
 KV3503
 KV3503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK804406(NAD 83)
 KV3503_MARKER: DB = BENCH MARK DISK
 KV3503_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3503_SP_SET: STAINLESS STEEL ROD
 KV3503_STAMPING: M 81 1979
 KV3503_MARK LOGO: NGS   
 KV3503_PROJECTION: FLUSH
 KV3503_MAGNETIC: I = MARKER IS A STEEL ROD
 KV3503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3503+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 KV3503_ROD/PIPE-DEPTH: 13.7 meters
 KV3503
 KV3503  HISTORY     - Date     Condition        Report By
 KV3503  HISTORY     - 1979     MONUMENTED       NGS
 KV3503  HISTORY     - 19950708 GOOD             USPSQD
 KV3503  HISTORY     - 19960909 GOOD             NJGS
 KV3503  HISTORY     - 20010417 GOOD             NJGS
 KV3503  HISTORY     - 20040630 GOOD             INDIV
 KV3503
 KV3503                          STATION DESCRIPTION
 KV3503
 KV3503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3503'IN BRIELLE.
 KV3503'IN BRIELLE, 0.3 MILE NORTHEAST ALONG UNION AVENUE (STATE ROUTE 71),
 KV3503'FROM THE JUNCTION OF STATE ROUTE 35, SET DIRECTLY ACROSS FROM THE
 KV3503'JUNCTION OF BRADLEY AVENUE, ON THE SOUTHWEST SIDE OF POWER POLE
 KV3503'JC 182 BRE, 27.7 FEET WEST OF THE WEST CORNER OF THE BUTTERFLY
 KV3503'GIFT SHOP, 7.3 FEET SOUTHEAST OF THE SOUTHEAST CURB OF ROUTE 71,
 KV3503'1 FOOT SOUTHWEST OF POWER POLE JC 182 BRE.
 KV3503'THE MARK IS 1 FT ABOVE HIGHWAY.
 KV3503
 KV3503                          STATION RECOVERY (1995)
 KV3503
 KV3503'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3503'RECOVERED IN GOOD CONDITION.
 KV3503
 KV3503                          STATION RECOVERY (1996)
 KV3503
 KV3503'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV3503'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION DISK
 KV3503'IS BENT, BUT NOT LEANING AND APPEARS TO BE INTACT WITHIN THE 4 INCH
 KV3503'DIAMETER PLASTIC PIPE.  IT APPEARS THAT A SHALE BAR WAS USED TO PROBE
 KV3503'THE AREA IN THE VICINITY OF THE STATION.
 KV3503
 KV3503                          STATION RECOVERY (2001)
 KV3503
 KV3503'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV3503'THE GIFT SHOP HAS BEEN RENAMED 'RHODY'S'
 KV3503
 KV3503                          STATION RECOVERY (2004)
 KV3503
 KV3503'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RAL)
 KV3503'THE POLE NUMBER IS JC 185 BRE
 KV3503'THE STORE IS NOW BUTTERFLY HOUSE
 KV3503' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2260 ***********************************************************************
 JU2260  DESIGNATION -  M 82
 JU2260  PID         -  JU2260
 JU2260  STATE/COUNTY-  NJ/SALEM
 JU2260  USGS QUAD   -  ALLOWAY (1970)
 JU2260
 JU2260                         *CURRENT SURVEY CONTROL
 JU2260  ___________________________________________________________________
 JU2260* NAD 83(1986)-  39 31 15.     (N)    075 21 54.     (W)     SCALED    
 JU2260* NAVD 88     -        25.163  (meters)      82.56   (feet)  ADJUSTED  
 JU2260  ___________________________________________________________________
 JU2260  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JU2260  DYNAMIC HT  -          25.150 (meters)      82.51  (feet)  COMP
 JU2260  MODELED GRAV-     980,110.0   (mgal)                       NAVD 88
 JU2260
 JU2260  VERT ORDER  -  FIRST     CLASS II
 JU2260
 JU2260.The horizontal coordinates were scaled from a topographic map and have
 JU2260.an estimated accuracy of +/- 6 seconds.
 JU2260
 JU2260.The orthometric height was determined by differential leveling
 JU2260.and adjusted by the National Geodetic Survey in June 1991..
 JU2260
 JU2260.The geoid height was determined by GEOID03.
 JU2260
 JU2260.The dynamic height is computed by dividing the NAVD 88
 JU2260.geopotential number by the normal gravity value computed on the
 JU2260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2260.degrees latitude (g = 980.6199 gals.).
 JU2260
 JU2260.The modeled gravity was interpolated from observed gravity values.
 JU2260
 JU2260;                    North         East    Units  Estimated Accuracy
 JU2260;SPC NJ       -    76,680.       75,630.      MT  (+/- 180 meters Scaled)
 JU2260
 JU2260                          SUPERSEDED SURVEY CONTROL
 JU2260
 JU2260  NGVD 29 (01/10/92)   25.456  (m)           83.52   (f) ADJUSTED    1 2
 JU2260
 JU2260.Superseded values are not recommended for survey control.
 JU2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2260.See file dsdata.txt to determine how the superseded data were derived.
 JU2260
 JU2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ686746(NAD 83)
 JU2260_MARKER: DB = BENCH MARK DISK
 JU2260_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2260_SP_SET: STAINLESS STEEL ROD
 JU2260_STAMPING: M 82 1979
 JU2260_PROJECTION: RECESSED 10 CENTIMETERS
 JU2260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2260_ROD/PIPE-DEPTH: 15.2 meters
 JU2260
 JU2260  HISTORY     - Date     Condition        Report By
 JU2260  HISTORY     - 1979     MONUMENTED       NGS
 JU2260
 JU2260                          STATION DESCRIPTION
 JU2260
 JU2260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2260'3.1 MI SE FROM QUINTON.
 JU2260'3.1 MILES SOUTHEAST ALONG STATE ROUTE 49 FROM THE MUNICIPAL TOWHSHIP
 JU2260'BILDING IN QUINTON TO THE MARK ON THE RIGHT, AT THE NORTHWEST SIDE
 JU2260'OF A POWER POLE ON THE SOUTHEAST SIDE OF A SMALL SINGLE STORY HOUSE,
 JU2260'0.2 MILE NORTHWEST OF THE JUNCTION OF BERRYS CHAPEL ROAD, 85 FEET
 JU2260'SOUTHWEST OF THE CENTER LINE OF ROUTE 49, 22.2 FEET SOUTHEAST OF THE
 JU2260'SOUTH CORNER OF THE HOUSE, 11 FEET SOUTHEAST OF A SAND DRIVEWAY,
 JU2260'3.5 FEET NORTHWEST OF POWER POLE B 44711 WITH A SECURITY LIGHT.
 JU2260'THE MARK IS 3 FT  NW FROM A WITNESS POST.
 JU2260'THE MARK IS ABOVE LEVEL WITH HIHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0953 ***********************************************************************
 JU0953  DESIGNATION -  M 9
 JU0953  PID         -  JU0953
 JU0953  STATE/COUNTY-  NJ/SALEM
 JU0953  USGS QUAD   -  SHILOH (1993)
 JU0953
 JU0953                         *CURRENT SURVEY CONTROL
 JU0953  ___________________________________________________________________
 JU0953* NAD 83(1986)-  39 29 23.     (N)    075 19 31.     (W)     SCALED    
 JU0953* NAVD 88     -        20.731  (meters)      68.02   (feet)  ADJUSTED  
 JU0953  ___________________________________________________________________
 JU0953  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JU0953  DYNAMIC HT  -          20.720 (meters)      67.98  (feet)  COMP
 JU0953  MODELED GRAV-     980,116.5   (mgal)                       NAVD 88
 JU0953
 JU0953  VERT ORDER  -  FIRST     CLASS II
 JU0953
 JU0953.The horizontal coordinates were scaled from a topographic map and have
 JU0953.an estimated accuracy of +/- 6 seconds.
 JU0953
 JU0953.The orthometric height was determined by differential leveling
 JU0953.and adjusted by the National Geodetic Survey in June 1991..
 JU0953
 JU0953.The geoid height was determined by GEOID03.
 JU0953
 JU0953.The dynamic height is computed by dividing the NAVD 88
 JU0953.geopotential number by the normal gravity value computed on the
 JU0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0953.degrees latitude (g = 980.6199 gals.).
 JU0953
 JU0953.The modeled gravity was interpolated from observed gravity values.
 JU0953
 JU0953;                    North         East    Units  Estimated Accuracy
 JU0953;SPC NJ       -    73,190.       79,010.      MT  (+/- 180 meters Scaled)
 JU0953
 JU0953                          SUPERSEDED SURVEY CONTROL
 JU0953
 JU0953  NGVD 29 (01/10/92)   21.028  (m)           68.99   (f) ADJUSTED    1 2
 JU0953
 JU0953.Superseded values are not recommended for survey control.
 JU0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0953.See file dsdata.txt to determine how the superseded data were derived.
 JU0953
 JU0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ720711(NAD 83)
 JU0953_MARKER: DB = BENCH MARK DISK
 JU0953_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0953_SP_SET: BUILDING
 JU0953_STAMPING: 69.212 M 9 1930
 JU0953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0953
 JU0953  HISTORY     - Date     Condition        Report By
 JU0953  HISTORY     - 1930     MONUMENTED       CGS
 JU0953  HISTORY     - 1946     GOOD             CGS
 JU0953  HISTORY     - 1979     GOOD             NGS
 JU0953  HISTORY     - 19961228 GOOD             USPSQD
 JU0953
 JU0953                          STATION DESCRIPTION
 JU0953
 JU0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JU0953'AT MARLBORO.
 JU0953'AT MARLBORO, SALEM COUNTY, AT THE MARLBORO CHURCH, AT THE EAST
 JU0953'CORNER OF THE BUILDING, IN THE SOUTHEAST WALL, AND 3.5 FEET
 JU0953'ABOVE THE GROUND.  A STANDARD DISK, STAMPED 69.212 M 9 1930
 JU0953'AND SET VERTICALLY.
 JU0953
 JU0953                          STATION RECOVERY (1979)
 JU0953
 JU0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0953'RECOVERED IN GOOD CONDITION.
 JU0953
 JU0953                          STATION RECOVERY (1996)
 JU0953
 JU0953'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4824 ***********************************************************************
 KV4824  DESIGNATION -  MADISON
 KV4824  PID         -  KV4824
 KV4824  STATE/COUNTY-  NJ/UNION
 KV4824  USGS QUAD   -  PERTH AMBOY (1981)
 KV4824
 KV4824                         *CURRENT SURVEY CONTROL
 KV4824  ___________________________________________________________________
 KV4824* NAD 83(1996)-  40 36 59.12915(N)    074 18 45.47150(W)     ADJUSTED  
 KV4824* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 KV4824  ___________________________________________________________________
 KV4824  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 KV4824  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KV4824
 KV4824  HORZ ORDER  -  FIRST
 KV4824
 KV4824.The horizontal coordinates were established by classical geodetic methods
 KV4824.and adjusted by the National Geodetic Survey in September 1999..
 KV4824
 KV4824.The orthometric height was scaled from a topographic map.
 KV4824
 KV4824.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4824
 KV4824.The geoid height was determined by GEOID03.
 KV4824
 KV4824;                    North         East     Units Scale Factor Converg.
 KV4824;SPC NJ       -   197,972.592   165,853.782   MT  0.99990309   +0 07 19.1
 KV4824;SPC NJ       -   649,515.08    544,138.62   sFT  0.99990309   +0 07 19.1
 KV4824;SPC NY L     -    49,990.784   273,544.812   MT  1.00000317   -0 12 16.2
 KV4824;SPC NY L     -   164,011.43    897,454.94   sFT  1.00000317   -0 12 16.2
 KV4824;UTM  18      - 4,496,405.042   558,142.835   MT  0.99964161   +0 26 50.9
 KV4824
 KV4824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4824!SPC NJ       -   1.00000047  x   0.99990309  =   0.99990356
 KV4824!SPC NY L     -   1.00000047  x   1.00000317  =   1.00000364
 KV4824!UTM  18      -   1.00000047  x   0.99964161  =   0.99964208
 KV4824
 KV4824:                Primary Azimuth Mark                     Grid Az
 KV4824:SPC NJ       -  LINDEN AERO BEACON                       083 17 59.9
 KV4824:SPC NY L     -  LINDEN AERO BEACON                       083 37 35.2
 KV4824:UTM  18      -  LINDEN AERO BEACON                       082 58 28.1
 KV4824
 KV4824|---------------------------------------------------------------------|
 KV4824| PID    Reference Object                     Distance      Geod. Az  |
 KV4824|                                                           dddmmss.s |
 KV4824| KV4822 LINDEN AERO BEACON                  APPROX. 4.6 KM 0832519.0 |
 KV4824| CB5284 MADISON RM 1                         17.462 METERS 11622     |
 KV4824| CB5285 MADISON RM 2                         18.261 METERS 22951     |
 KV4824| CB5283 MADISON AZ MK                                      3313544.5 |
 KV4824|---------------------------------------------------------------------|
 KV4824
 KV4824                          SUPERSEDED SURVEY CONTROL
 KV4824
 KV4824  NAD 83(1996)-  40 36 59.12888(N)    074 18 45.47160(W) AD(       ) 1
 KV4824  NAD 83(1986)-  40 36 59.12783(N)    074 18 45.46529(W) AD(       ) 1
 KV4824  NAD 27      -  40 36 58.75800(N)    074 18 46.93300(W) AD(       ) 1
 KV4824
 KV4824.Superseded values are not recommended for survey control.
 KV4824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4824.See file dsdata.txt to determine how the superseded data were derived.
 KV4824
 KV4824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5814396405(NAD 83)
 KV4824_MARKER: DS = TRIANGULATION STATION DISK
 KV4824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4824
 KV4824  HISTORY     - Date     Condition        Report By
 KV4824  HISTORY     - 1935     MONUMENTED       CGS
 KV4824  HISTORY     - 1936     GOOD             CGS
 KV4824  HISTORY     - 1974     MARK NOT FOUND   NGS
 KV4824
 KV4824                          STATION DESCRIPTION
 KV4824
 KV4824'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV4824'STATION IS LOCATED ON THE SUMMIT OF A SMALL HILL KNOWN AS
 KV4824'MADISON HILL ON THE PROPERTY OF MRS. F.B. LAMBERT, 2 MILES WNW
 KV4824'OF RAHWAY, 4 PACES S OF FENCE, 4 PACES E OF FENCE, 18 PACES W
 KV4824'OF BARN.  MARK IS FLUSH WITH GROUND.
 KV4824'
 KV4824'SURFACE, UNDERGROUND AND REFERENCE MARKS AND AZIMUTH MARKS
 KV4824'ARE BRONZE DISKS SET IN CONCRETE.
 KV4824'
 KV4824'REFERENCE MARK 1 IS 57.29 FEET E OF STATION, 2-1/2 FEET W OF
 KV4824'NW EDGE OF BARN.  MARK PROJECTS 2 INCHES.
 KV4824'
 KV4824'REFERENCE MARK 2 IS 59.91 FEET SW OF STATION, 4 INCHES E OF
 KV4824'FENCE LINE.  MARK PROJECTS 2 INCHES.
 KV4824'
 KV4824'AZIMUTH MARK IS 0.7 MILE NW OF STATION.  IN FENCE LINE 11 PACES
 KV4824'E OF CENTER LINE (OF ROAD), 4 PACES E OF SMALL SYCAMORE TREE,
 KV4824'15 PACES SE OF HIGHLINE POLE P. S. 534 C.L.  FROM STATION GO
 KV4824'TO ROAD AND THEN GO 0.6 MILE W ON ASPHALT ROAD.  TURN RIGHT,
 KV4824'GO 0.4 MILE TO MARK.
 KV4824'
 KV4824'IT IS 97.9 FEET BETWEEN REFERENCE MARKS.
 KV4824'
 KV4824'TO REACH STATION FROM THE INTERSECTION OF ST. GEORGE AND
 KV4824'GRAND AVENUE, GO W ON ROAD TO SPRINGFIELD FOR 0.55 MILE AND
 KV4824'TURN LEFT AT ESSO GAS STATION.  GO 1.1 MILES TO DRIVE TO
 KV4824'BROWN SHINGLE HOUSE.  GO IN DRIVE AROUND HOUSE TO BARN AND
 KV4824'STATION SITE.  A 64-FOOT TOWER WILL CLEAR ALL LINES.
 KV4824
 KV4824                          STATION RECOVERY (1936)
 KV4824
 KV4824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JPL)
 KV4824'STATION AND REFERENCE MARKS FOUND AS DESCRIBED.  DESCRIPTION
 KV4824'SATISFACTORY.  AT THE PRESENT TIME THE SITE OF THE MARK IS
 KV4824'OVERGROWN WITH TALL WEEDS AND GRASS, BUT MARK CAN BE RECOVERED
 KV4824'BY PACING THE DISTANCES AS GIVEN IN THE ORIGINAL
 KV4824'DESCRIPTION.  MARKS ARE ALL IN GOOD CONDITION.
 KV4824
 KV4824                          STATION RECOVERY (1974)
 KV4824
 KV4824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KV4824'AN ATTEMPT WAS MADE TO RECOVER THE STATION BUT NO MARKS WERE
 KV4824'FOUND.  THE PROPERTY OWNER WAS NOT AT HOME AND I WAS
 KV4824'INFORMED FROM THE NEIGHBORS THAT THE PROPERTY OWNER OBJECTED
 KV4824'TO ANYONE BEING IN THE AREA WITHOUT THEIR PERMISSION.
 KV4824'
 KV4824'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV4824'2 MILES WNW OF RAHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9238 ***********************************************************************
 AA9238  CBN         -  This is a Cooperative Base Network Control Station.
 AA9238  PACS        -  This is a Primary Airport Control Station.
 AA9238  DESIGNATION -  MAFB 2
 AA9238  PID         -  AA9238
 AA9238  STATE/COUNTY-  NJ/BURLINGTON
 AA9238  USGS QUAD   -  NEW EGYPT (1977)
 AA9238
 AA9238                         *CURRENT SURVEY CONTROL
 AA9238  ___________________________________________________________________
 AA9238* NAD 83(1992)-  40 01 28.37861(N)    074 36 14.22621(W)     ADJUSTED  
 AA9238* NAVD 88     -        36.72   (meters)     120.5    (feet)  GPS OBS   
 AA9238  ___________________________________________________________________
 AA9238  X           -   1,298,498.645 (meters)                     COMP
 AA9238  Y           -  -4,715,439.888 (meters)                     COMP
 AA9238  Z           -   4,080,076.011 (meters)                     COMP
 AA9238  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AA9238  ELLIP HEIGHT-           4.17  (meters)          (09/23/02) GPS OBS
 AA9238  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 AA9238
 AA9238  HORZ ORDER  -  B
 AA9238  ELLP ORDER  -  FOURTH    CLASS I
 AA9238
 AA9238.This mark is at Mcguire Afb Airport (WRI)
 AA9238
 AA9238.The horizontal coordinates were established by GPS observations
 AA9238.and adjusted by the National Geodetic Survey in March 1998..
 AA9238
 AA9238.The orthometric height was determined by GPS observations and a
 AA9238.high-resolution geoid model.
 AA9238
 AA9238.GPS derived orthometric heights for airport stations designated as
 AA9238.PACS or SACS are published to 2 decimal places.  This maintains
 AA9238.centimeter relative accuracy between the PACS and SACS.  It does
 AA9238.not indicate centimeter accuracy relative to other marks which are
 AA9238.part of the NAVD 88 network.
 AA9238
 AA9238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9238
 AA9238.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9238
 AA9238.The ellipsoidal height was determined by GPS observations
 AA9238.and is referenced to NAD 83.
 AA9238
 AA9238.The geoid height was determined by GEOID03.
 AA9238
 AA9238;                    North         East     Units Scale Factor Converg.
 AA9238;SPC NJ       -   132,245.175   141,127.228   MT  0.99990097   -0 04 00.7
 AA9238;SPC NJ       -   433,874.38    463,014.91   sFT  0.99990097   -0 04 00.7
 AA9238;UTM  18      - 4,430,557.108   533,794.499   MT  0.99961406   +0 15 16.9
 AA9238
 AA9238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9238!SPC NJ       -   0.99999935  x   0.99990097  =   0.99990032
 AA9238!UTM  18      -   0.99999935  x   0.99961406  =   0.99961341
 AA9238
 AA9238:                Primary Azimuth Mark                     Grid Az
 AA9238:SPC NJ       -  MAFB 3                                   108 58 56.9
 AA9238:UTM  18      -  MAFB 3                                   108 39 39.3
 AA9238
 AA9238|---------------------------------------------------------------------|
 AA9238| PID    Reference Object                     Distance      Geod. Az  |
 AA9238|                                                           dddmmss.s |
 AA9238| AA9239 MAFB 3                              APPROX. 1.1 KM 1085456.2 |
 AA9238|---------------------------------------------------------------------|
 AA9238
 AA9238                          SUPERSEDED SURVEY CONTROL
 AA9238
 AA9238  ELLIP H (03/24/98)    4.27   (m)                       GP(       ) 4 1
 AA9238  NAD 83(1993)-  40 01 28.37858(N)    074 36 14.22618(W) AD(       ) B
 AA9238  ELLIP H (11/22/95)    4.27   (m)                       GP(       ) 1 1
 AA9238
 AA9238.Superseded values are not recommended for survey control.
 AA9238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9238.See file dsdata.txt to determine how the superseded data were derived.
 AA9238
 AA9238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3379430557(NAD 83)
 AA9238_MARKER: DD = SURVEY DISK
 AA9238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9238_STAMPING: MAFB 2 1994
 AA9238_MARK LOGO: USE   
 AA9238_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9238+STABILITY: SURFACE MOTION
 AA9238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9238+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1996
 AA9238
 AA9238  HISTORY     - Date     Condition        Report By
 AA9238  HISTORY     - 1994     MONUMENTED       USE
 AA9238  HISTORY     - 19940814 GOOD             NGS
 AA9238  HISTORY     - 19961212 GOOD             NJGS
 AA9238
 AA9238                          STATION DESCRIPTION
 AA9238
 AA9238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SER)
 AA9238'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) EAST OF WRIGHTSTOWN, AT
 AA9238'THE MCGUIRE AIR FORCE BASE, ABOUT 300 FT (91.4 M) WEST FROM RUNWAY 18
 AA9238'AND 166 FT (50.6 M) SOUTH FROM SIERRA TAXIWAY AND 0.9 MI (1.4 KM)
 AA9238'NORTHWEST OF THE INFIELD ACCESS ROAD.  OWNERSHIP--U.S.  AIR FORCE. 438
 AA9238'OSS/OSFA MCGUIRE AFB, NJ 08641.  CONTACT LESLIE HARTON, CHIEF,
 AA9238'AIRFIELD MANAGEMENT.  PHONE 609-724-6466.
 AA9238' 
 AA9238'TO REACH THE AIRFIELD FROM THE JUNCTION OF PEMBERTON-WRIGHTSTOWN ROAD
 AA9238'AND WRIGHTSTOWN-COOKSTOWN ROAD IN WRIGHTSTOWN, GO EAST ON
 AA9238'WRIGHTSTOWN-COOKSTOWN ROAD 1.5 MI (2.4 KM) TO MCGUIRE AFB ON THE
 AA9238'RIGHT.  TURN RIGHT AND GO SOUTH ON MCGUIRE BLVD FOR O.7 MI TO A T
 AA9238'INTERSECTION.  TURN LEFT AND GO 0.1 MI (0.2 KM) TO BASE OPERATIONS ON
 AA9238'THE LEFT AND THE AIRSTRIP ON THE RIGHT.
 AA9238' 
 AA9238'LOCATED 306.1 FT (93.3 M) WEST FROM WEST EDGE OF RUNWAY 18, 221.5
 AA9238'NORTHEAST FROM WEATHER STATION, 166.8 FT (50.8 M) SOUTH FROM SOUTH
 AA9238'EDGE OF TAXIWAY SIERRA.
 AA9238
 AA9238                          STATION RECOVERY (1996)
 AA9238
 AA9238'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 AA9238'RECOVERED AS DESCRIBED WITH A COMPLETE NEW DESCRIPTION TO FOLLOW.  THE
 AA9238'STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) SOUTHEAST FROM WRIGHTSTOWN,
 AA9238'2.7 MI (4.3 KM) SOUTHWEST FROM COOKSTOWN AND ABOUT 3.4 MI (5.5 KM)
 AA9238'EAST NORTHEAST FROM JULIUSTOWN, AT THE MCGUIRE AIR FORCE BASE IN A
 AA9238'GRASS AREA BOUNDED BY RUNWAY 18, TAXIWAY SIERRA, TAXIWAY GOLF AND
 AA9238'TAXIWAY HOTEL AT THE NORTHWEST PART OF THE AIR FORCE BASE.  THE BASE
 AA9238'IS OWNED BY THE U.S.  GOVERNMENT.  PERMISSION TO OCCUPY THE STATION
 AA9238'SHOULD BE OBTAINED FROM MR.  LESLIE HARTON, CHIEF, AIRPORT MANAGEMENT,
 AA9238'305 OSS/OSFA, MCGUIRE AIR FORCE BASE, NEW JERSEY 08641, PHONE 609 724
 AA9238'6466 OR 609 724 7212.  TO REACH THE STATION FROM THE INTERSECTION OF
 AA9238'COUNTY ROAD 537 AND COUNTY ROAD 545 IN TILGHMANS CORNER, GO SOUTHEAST
 AA9238'ON COUNTY ROAD 545 FOR 0.35 MI (0.56 KM) TO A FORK IN THE ROAD.  TAKE
 AA9238'THE LEFT FORK AND CONTINUE SOUTHEAST ON COUNTY ROAD 545 SPUR, ALSO
 AA9238'KNOWN AS COUNTY ROAD 680 FOR 2.6 MI (4.2 KM) TO THE INTERSECTION WITH
 AA9238'WRIGHTSTOWN COOKSTOWN ROAD AND MCGUIRE BOULEVARD AT THE MAIN ENTRANCE
 AA9238'TO THE AIR BASE.  PASS THROUGH GUARD CHECKPOINT AND CONTINUE SOUTH ON
 AA9238'MCGUIRE BOULEVARD, PASSING THROUGH TWO TRAFFICE CIRCLES, THE FIRST
 AA9238'CONTAINING A MEMORIAL FOR A WORLD WAR TWO VINTAGE P 38 MILITARY
 AA9238'AIRPLANE AND THE SECOND ONE CONTAINING A C 54 MILITARY AIR TRANSPORT,
 AA9238'FOR 0.9 MI (1.4 KM) TO THE TEE JUNCTION WITH VANDENBURG AVENUE.  TURN
 AA9238'LEFT AND GO EAST ON VANDENBURG AVENUE FOR 0.1 MI (0.2 KM) TO BASE
 AA9238'OPERATIONS ON THE LEFT.  PERSONNEL FROM BASE OPERATIONS WILL PROVIDE
 AA9238'MILITARY ESCORT TO THE STATION.  THE STATION IS 221.3 FT (67.5 M)
 AA9238'NORTHEAST FROM A WEATHER STATION, A STEEL POLE WITH THREE GUY WIRES
 AA9238'APPROXIMATELY 20 FT (6.1 M) HIGH WITH TWO STATIONARY RED LIGHTS
 AA9238'ATTACHED TO TRANSVERSE ARMS, 161.5 FT (49.2 M) SOUTH SOUTHWEST FROM
 AA9238'AND PERPENDICULAR TO THE SOUTHWEST EDGE OF PAVING FOR TAXIWAY SIERRA,
 AA9238'145.5 FT (44.3 M) SOUTH SOUTHWEST FROM THE CENTER POST FOR A SIGN
 AA9238'READING VEHICLES STOP.  DO NOT PROCEED BEYOND THIS POINT WITHOUT TOWER
 AA9238'CLEARANCE LOCATED AT THE SOUTHWEST EDGE OF TAXIWAY SIERRA, 162.5 FT
 AA9238'(49.5 M) FROM AND PERPENDICULAR TO THE SOUTH EDGE OF PAVING OF TAXIWAY
 AA9238'GOLF, 161.0 FT (49.1 M) SOUTH FROM AN ELECTRIC UTILITY MANHOLE AT THE
 AA9238'SOUTH EDGE OF PAVING AT THE JUNCTION OF TAXIWAYS SIERRA AND GOLF AND
 AA9238'251.3 FT (76.6 M) WEST FROM THE CENTER OF A TRIANGULAR SHAPED RUNWAY
 AA9238'MARKER WITH THE NUMBER 6 ON THE NORTH FACE AND THE NUMBER 1 ON THE
 AA9238'SOUTH FACE AT THE WEST SIDE OF RUNWAY 18.  THE STATION IS SET FLUSH
 AA9238'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9239 ***********************************************************************
 AA9239  SACS        -  This is a Secondary Airport Control Station.
 AA9239  DESIGNATION -  MAFB 3
 AA9239  PID         -  AA9239
 AA9239  STATE/COUNTY-  NJ/BURLINGTON
 AA9239  USGS QUAD   -  NEW EGYPT (1977)
 AA9239
 AA9239                         *CURRENT SURVEY CONTROL
 AA9239  ___________________________________________________________________
 AA9239* NAD 83(1992)-  40 01 16.59073(N)    074 35 29.49344(W)     ADJUSTED  
 AA9239* NAVD 88     -        32.50   (meters)     106.6    (feet)  GPS OBS   
 AA9239  ___________________________________________________________________
 AA9239  X           -   1,299,582.520 (meters)                     COMP
 AA9239  Y           -  -4,715,380.464 (meters)                     COMP
 AA9239  Z           -   4,079,794.876 (meters)                     COMP
 AA9239  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AA9239  ELLIP HEIGHT-          -0.05  (meters)          (09/23/02) GPS OBS
 AA9239  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 AA9239
 AA9239  HORZ ORDER  -  FIRST
 AA9239  ELLP ORDER  -  FOURTH    CLASS II
 AA9239
 AA9239.This mark is at Mcguire Afb Airport (WRI)
 AA9239
 AA9239.The horizontal coordinates were established by GPS observations
 AA9239.and adjusted by the National Geodetic Survey in April 1998..
 AA9239
 AA9239.The orthometric height was determined by GPS observations and a
 AA9239.high-resolution geoid model.
 AA9239
 AA9239.GPS derived orthometric heights for airport stations designated as
 AA9239.PACS or SACS are published to 2 decimal places.  This maintains
 AA9239.centimeter relative accuracy between the PACS and SACS.  It does
 AA9239.not indicate centimeter accuracy relative to other marks which are
 AA9239.part of the NAVD 88 network.
 AA9239
 AA9239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9239
 AA9239.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9239
 AA9239.The ellipsoidal height was determined by GPS observations
 AA9239.and is referenced to NAD 83.
 AA9239
 AA9239.The geoid height was determined by GEOID03.
 AA9239
 AA9239;                    North         East     Units Scale Factor Converg.
 AA9239;SPC NJ       -   131,880.473   142,187.453   MT  0.99990075   -0 03 31.9
 AA9239;SPC NJ       -   432,677.85    466,493.34   sFT  0.99990075   -0 03 31.9
 AA9239;UTM  18      - 4,430,198.465   534,856.450   MT  0.99961496   +0 15 45.7
 AA9239
 AA9239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9239!SPC NJ       -   1.00000001  x   0.99990075  =   0.99990076
 AA9239!UTM  18      -   1.00000001  x   0.99961496  =   0.99961497
 AA9239
 AA9239:                Primary Azimuth Mark                     Grid Az
 AA9239:SPC NJ       -  MAFB 2                                   288 58 56.9
 AA9239:UTM  18      -  MAFB 2                                   288 39 39.3
 AA9239
 AA9239|---------------------------------------------------------------------|
 AA9239| PID    Reference Object                     Distance      Geod. Az  |
 AA9239|                                                           dddmmss.s |
 AA9239| AA9238 MAFB 2                              APPROX. 1.1 KM 2885525.0 |
 AA9239|---------------------------------------------------------------------|
 AA9239
 AA9239                          SUPERSEDED SURVEY CONTROL
 AA9239
 AA9239  ELLIP H (04/02/98)    0.05   (m)                       GP(       ) 4 2
 AA9239  NAD 83(1993)-  40 01 16.59070(N)    074 35 29.49341(W) AD(       ) 1
 AA9239  ELLIP H (11/30/95)    0.05   (m)                       GP(       ) 4 2
 AA9239
 AA9239.Superseded values are not recommended for survey control.
 AA9239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9239.See file dsdata.txt to determine how the superseded data were derived.
 AA9239
 AA9239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3485630198(NAD 83)
 AA9239_MARKER: DD = SURVEY DISK
 AA9239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9239_STAMPING: MAFB-3 1994
 AA9239_MARK LOGO: USE   
 AA9239_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9239+STABILITY: SURFACE MOTION
 AA9239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9239+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1994
 AA9239
 AA9239  HISTORY     - Date     Condition        Report By
 AA9239  HISTORY     - 1994     MONUMENTED       USE
 AA9239  HISTORY     - 19940814 GOOD             NGS
 AA9239
 AA9239                          STATION DESCRIPTION
 AA9239
 AA9239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SER)
 AA9239'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) EAST OF WRIGHTSTOWN, AT
 AA9239'THE MCGUIRE AIR FORCE BASE, JUST SOUTH OF TAXIWAY SIERRA AND ABOUT
 AA9239'MIDWAY BETWEEN BOTH ENDS OF TAXIWAY SIERRA AND 0.15 MI (0.24 KM) EAST
 AA9239'OF THE INFIELD ACCESS ROAD.  OWNERSHIP--U.S.  AIR FORCE.  438 OSS/OSFA
 AA9239'MCGUIRE AFB, NJ 08641.  CONTACT LESLIE HARTON, CHIEF, AIRFIELD
 AA9239'MANAGEMENT.  PHONE 609-724-6466.
 AA9239' 
 AA9239'TO REACH THE AIRFIELD FROM THE JUNCTION OF PEMBERTON-WRIGHTSTOWN ROAD
 AA9239'AND WRIGHTSTOWN-COOKSTOWN ROAD IN WRIGHTSTOWN, GO EAST ON
 AA9239'WRIGHTSTOWN-COOKSTOWN ROAD 1.5 MI (2.4 KM) TO MCGUIRE AFB ON THE
 AA9239'RIGHT.  TURN RIGHT AND GO SOUTH ON MCGUIRE BLVD FOR O.7 MI TO A T
 AA9239'INTERSECTION.  TURN LEFT AND GO 0.1 MI (0.2 KM) TO BASE OPERATIONS ON
 AA9239'THE LEFT AND THE AIRSTRIP ON THE RIGHT.
 AA9239' 
 AA9239'LOCATED 23.5 M (77.1 FT) SOUTH-SOUTHWEST FROM SOUTH EDGE OF SIERRA
 AA9239'TAXI, 3.2 M (10.5 FT) NORTH-NORTHEAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9240 ***********************************************************************
 AA9240  SACS        -  This is a Secondary Airport Control Station.
 AA9240  DESIGNATION -  MAFB 4
 AA9240  PID         -  AA9240
 AA9240  STATE/COUNTY-  NJ/BURLINGTON
 AA9240  USGS QUAD   -  NEW EGYPT (1977)
 AA9240
 AA9240                         *CURRENT SURVEY CONTROL
 AA9240  ___________________________________________________________________
 AA9240* NAD 83(1992)-  40 01 10.15009(N)    074 35 04.77094(W)     ADJUSTED  
 AA9240* NAVD 88     -        35.08   (meters)     115.1    (feet)  GPS OBS   
 AA9240  ___________________________________________________________________
 AA9240  X           -   1,300,182.166 (meters)                     COMP
 AA9240  Y           -  -4,715,349.709 (meters)                     COMP
 AA9240  Z           -   4,079,644.400 (meters)                     COMP
 AA9240  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AA9240  ELLIP HEIGHT-           2.52  (meters)          (09/23/02) GPS OBS
 AA9240  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 AA9240
 AA9240  HORZ ORDER  -  FIRST
 AA9240  ELLP ORDER  -  FOURTH    CLASS II
 AA9240
 AA9240.This mark is at Mcguire Afb Airport (WRI)
 AA9240
 AA9240.The horizontal coordinates were established by GPS observations
 AA9240.and adjusted by the National Geodetic Survey in April 1998..
 AA9240
 AA9240.The orthometric height was determined by GPS observations and a
 AA9240.high-resolution geoid model.
 AA9240
 AA9240.GPS derived orthometric heights for airport stations designated as
 AA9240.PACS or SACS are published to 2 decimal places.  This maintains
 AA9240.centimeter relative accuracy between the PACS and SACS.  It does
 AA9240.not indicate centimeter accuracy relative to other marks which are
 AA9240.part of the NAVD 88 network.
 AA9240
 AA9240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9240
 AA9240.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9240
 AA9240.The ellipsoidal height was determined by GPS observations
 AA9240.and is referenced to NAD 83.
 AA9240
 AA9240.The geoid height was determined by GEOID03.
 AA9240
 AA9240;                    North         East     Units Scale Factor Converg.
 AA9240;SPC NJ       -   131,681.264   142,773.454   MT  0.99990064   -0 03 16.0
 AA9240;SPC NJ       -   432,024.28    468,415.91   sFT  0.99990064   -0 03 16.0
 AA9240;UTM  18      - 4,430,002.603   535,443.392   MT  0.99961546   +0 16 01.5
 AA9240
 AA9240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9240!SPC NJ       -   0.99999960  x   0.99990064  =   0.99990024
 AA9240!UTM  18      -   0.99999960  x   0.99961546  =   0.99961506
 AA9240
 AA9240                          SUPERSEDED SURVEY CONTROL
 AA9240
 AA9240  ELLIP H (04/02/98)    2.62   (m)                       GP(       ) 4 2
 AA9240  NAD 83(1993)-  40 01 10.15006(N)    074 35 04.77091(W) AD(       ) 1
 AA9240  ELLIP H (11/30/95)    2.62   (m)                       GP(       ) 4 2
 AA9240
 AA9240.Superseded values are not recommended for survey control.
 AA9240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9240.See file dsdata.txt to determine how the superseded data were derived.
 AA9240
 AA9240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3544330003(NAD 83)
 AA9240_MARKER: DD = SURVEY DISK
 AA9240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9240_STAMPING: MAFB-4 1994
 AA9240_MARK LOGO: USE   
 AA9240_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9240+STABILITY: SURFACE MOTION
 AA9240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9240+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1994
 AA9240
 AA9240  HISTORY     - Date     Condition        Report By
 AA9240  HISTORY     - 1994     MONUMENTED       USE
 AA9240  HISTORY     - 19940814 GOOD             NGS
 AA9240
 AA9240                          STATION DESCRIPTION
 AA9240
 AA9240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SER)
 AA9240'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) EAST OF WRIGHTSTOWN, AT
 AA9240'THE MCGUIRE AIR FORCE BASE, AT THE NORTHEAST END OF TAXIWAY SIERRA AND
 AA9240'0.25 MI (0.40 KM) SOUTHEAST OF THE INFIELD ACCESS ROAD.
 AA9240'OWNERSHIP--U.S.  AIR FORCE.  438 OSS/OSFA MCGUIRE AFB, NJ 08641.
 AA9240'CONTACT LESLIE HARTON, CHIEF, AIRFIELD MANAGEMENT.  PHONE
 AA9240'609-724-6466.
 AA9240' 
 AA9240'TO REACH THE AIRFIELD FROM THE JUNCTION OF PEMBERTON-WRIGHTSTOWN ROAD
 AA9240'AND WRIGHTSTOWN-COOKSTOWN ROAD IN WRIGHTSTOWN, GO EAST ON
 AA9240'WRIGHTSTOWN-COOKSTOWN ROAD 1.5 MI (2.4 KM) TO MCGUIRE AFB ON THE
 AA9240'RIGHT.  TURN RIGHT AND GO SOUTH ON MCGUIRE BLVD FOR O.7 MI TO A T
 AA9240'INTERSECTION.  TURN LEFT AND GO 0.1 MI (0.2 KM) TO BASE OPERATIONS ON
 AA9240'THE LEFT AND THE AIRSTRIP ON THE RIGHT.
 AA9240' 
 AA9240'LOCATED 23.2 M (76.1 FT) SOUTH-SOUTHWEST FROM SOUTHEDGE OF SIERRA
 AA9240'TAXI, 4.6 M (15.1 FT) NORTH-NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4151 ***********************************************************************
 KV4151  DESIGNATION -  MAGNESIA COMPANY STACK
 KV4151  PID         -  KV4151
 KV4151  STATE/COUNTY-  NJ/ESSEX
 KV4151  USGS QUAD   -  ORANGE (1981)
 KV4151
 KV4151                         *CURRENT SURVEY CONTROL
 KV4151  ___________________________________________________________________
 KV4151* NAD 83(1996)-  40 46 24.58698(N)    074 09 19.51643(W)     ADJUSTED  
 KV4151* NAVD 88     -                                                        
 KV4151  ___________________________________________________________________
 KV4151  LAPLACE CORR-           5.96  (seconds)                    DEFLEC99
 KV4151  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV4151
 KV4151  HORZ ORDER  -  THIRD
 KV4151
 KV4151.The horizontal coordinates were established by classical geodetic methods
 KV4151.and adjusted by the National Geodetic Survey in September 1999..
 KV4151
 KV4151
 KV4151.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4151
 KV4151.The geoid height was determined by GEOID03.
 KV4151
 KV4151;                    North         East     Units Scale Factor Converg.
 KV4151;SPC NJ       -   215,453.586   179,087.335   MT  0.99991041   +0 13 30.1
 KV4151;SPC NJ       -   706,867.31    587,555.70   sFT  0.99991041   +0 13 30.1
 KV4151;SPC NY L     -    67,397.688   286,879.006   MT  0.99999579   -0 06 06.0
 KV4151;SPC NY L     -   221,120.58    941,202.21   sFT  0.99999579   -0 06 06.0
 KV4151;UTM  18      - 4,513,956.584   571,273.356   MT  0.99966252   +0 33 05.7
 KV4151
 KV4151                          SUPERSEDED SURVEY CONTROL
 KV4151
 KV4151  NAD 83(1996)-  40 46 24.58675(N)    074 09 19.51669(W) AD(       ) 4
 KV4151  NAD 83(1986)-  40 46 24.58238(N)    074 09 19.52236(W) AD(       ) 4
 KV4151  NAD 27      -  40 46 24.22500(N)    074 09 21.00300(W) AD(       ) 3
 KV4151
 KV4151.Superseded values are not recommended for survey control.
 KV4151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4151.See file dsdata.txt to determine how the superseded data were derived.
 KV4151
 KV4151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7127313957(NAD 83)
 KV4151_MARKER: 63 = STACK
 KV4151
 KV4151  HISTORY     - Date     Condition        Report By
 KV4151  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4151
 KV4151                          STATION DESCRIPTION
 KV4151
 KV4151'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0950 ***********************************************************************
 JU0950  DESIGNATION -  MAGNETIC
 JU0950  PID         -  JU0950
 JU0950  STATE/COUNTY-  NJ/CUMBERLAND
 JU0950  USGS QUAD   -  SHILOH (1993)
 JU0950
 JU0950                         *CURRENT SURVEY CONTROL
 JU0950  ___________________________________________________________________
 JU0950* NAD 83(1986)-  39 27 02.     (N)    075 17 02.     (W)     SCALED    
 JU0950* NAVD 88     -        28.194  (meters)      92.50   (feet)  ADJUSTED  
 JU0950  ___________________________________________________________________
 JU0950  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JU0950  DYNAMIC HT  -          28.180 (meters)      92.45  (feet)  COMP
 JU0950  MODELED GRAV-     980,118.4   (mgal)                       NAVD 88
 JU0950
 JU0950  VERT ORDER  -  FIRST     CLASS II
 JU0950
 JU0950.The horizontal coordinates were scaled from a topographic map and have
 JU0950.an estimated accuracy of +/- 6 seconds.
 JU0950
 JU0950.The orthometric height was determined by differential leveling
 JU0950.and adjusted by the National Geodetic Survey in June 1991..
 JU0950
 JU0950.The geoid height was determined by GEOID03.
 JU0950
 JU0950.The dynamic height is computed by dividing the NAVD 88
 JU0950.geopotential number by the normal gravity value computed on the
 JU0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0950.degrees latitude (g = 980.6199 gals.).
 JU0950
 JU0950.The modeled gravity was interpolated from observed gravity values.
 JU0950
 JU0950;                    North         East    Units  Estimated Accuracy
 JU0950;SPC NJ       -    68,810.       82,530.      MT  (+/- 180 meters Scaled)
 JU0950
 JU0950                          SUPERSEDED SURVEY CONTROL
 JU0950
 JU0950  NGVD 29 (04/16/92)   28.498  (m)           93.50   (f) ADJUSTED    1 2
 JU0950
 JU0950.Superseded values are not recommended for survey control.
 JU0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0950.See file dsdata.txt to determine how the superseded data were derived.
 JU0950
 JU0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ755668(NAD 83)
 JU0950_MARKER: DM = MAGNETIC STATION DISK
 JU0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0950_MARK LOGO: CGS   
 JU0950_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0950+STABILITY: SURFACE MOTION
 JU0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0950+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1994
 JU0950
 JU0950  HISTORY     - Date     Condition        Report By
 JU0950  HISTORY     - UNK      MONUMENTED       CGS
 JU0950  HISTORY     - 1961     GOOD             CGS
 JU0950  HISTORY     - 1979     GOOD             NGS
 JU0950  HISTORY     - 19940831 GOOD             NJGS
 JU0950
 JU0950                          STATION DESCRIPTION
 JU0950
 JU0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0950'0.8 MI SE FROM SHILOH.
 JU0950'0.75 MILE SOUTHEAST ON STATE HIGHWAY 49 FROM THE PUBLIC SCHOOL
 JU0950'IN SHILOH.  43.3 FEET SOUTHEAST OF POWR LINE POLE ACE 428, 32.9
 JU0950'FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 49, AND 10 FEET
 JU0950'NORTHWEST OF THE NORTHWEST CURB OF THE ENTRANCE TO THE FERNWOOD
 JU0950'CEMETARY.  SET IN THE TOP OF A CONCRETE POST 0.5 FEET BELOW
 JU0950'THE LEVEL OF THE GROUND.
 JU0950
 JU0950                          STATION RECOVERY (1979)
 JU0950
 JU0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0950'RECOVERED IN GOOD CONDITION.
 JU0950
 JU0950                          STATION RECOVERY (1994)
 JU0950
 JU0950'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU0950'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP ON THE NORTHEAST SIDE OF
 JU0950'STATE ROUTE 49.  TO REACH THE STATION FROM THE CROSSROADS INTERSECTION
 JU0950'OF STATE ROUTE 49 AND COUNTY ROADS 620 AND 753 IN THE BOROUGH OF
 JU0950'SHILOH, GO SOUTHEAST ON STATE ROUTE 49 FOR 0.8 MI (1.3 KM) TO THE
 JU0950'STATION ON THE LEFT, SET IN THE TOP OF A CONCRETE MONUMENT ABOUT 0.15
 JU0950'M (0.49 FT) BELOW THE GROUND.  THE STATION IS 43.3 FT (13.2 M)
 JU0950'SOUTHEAST FROM POLE NUMBER ACE 42B, 32.9 FT (10.0 M) NORTHEAST FROM
 JU0950'THE CENTERLINE OF STATE ROUTE 49 AND 10 FT (3.0 M) NORTHWEST FROM THE
 JU0950'NORTHWEST CURB AT THE MAIN ENTRANCE LEADING TO THE FERNWOOD CEMETERY.
 JU0950'NOTE--DISK IS UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2776 ***********************************************************************
 JU2776  DESIGNATION -  MAGNETIC 1935
 JU2776  PID         -  JU2776
 JU2776  STATE/COUNTY-  NJ/ATLANTIC
 JU2776  USGS QUAD   -  ATLANTIC CITY (1994)
 JU2776
 JU2776                         *CURRENT SURVEY CONTROL
 JU2776  ___________________________________________________________________
 JU2776* NAD 83(1996)-  39 21 33.00496(N)    074 27 31.18489(W)     ADJUSTED  
 JU2776* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 JU2776  ___________________________________________________________________
 JU2776  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 JU2776  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 JU2776
 JU2776  HORZ ORDER  -  THIRD
 JU2776
 JU2776.This mark is at Atlantic City Mun Bader Fld Airport (AIY)
 JU2776
 JU2776.The horizontal coordinates were established by classical geodetic methods
 JU2776.and adjusted by the National Geodetic Survey in September 1999..
 JU2776
 JU2776.The orthometric height was scaled from a topographic map.
 JU2776
 JU2776.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2776
 JU2776.The geoid height was determined by GEOID03.
 JU2776
 JU2776;                    North         East     Units Scale Factor Converg.
 JU2776;SPC NJ       -    58,371.738   153,562.391   MT  0.99990016   +0 01 34.4
 JU2776;SPC NJ       -   191,507.94    503,812.61   sFT  0.99990016   +0 01 34.4
 JU2776;UTM  18      - 4,356,774.803   546,637.593   MT  0.99962678   +0 20 35.9
 JU2776
 JU2776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2776!SPC NJ       -   1.00000498  x   0.99990016  =   0.99990514
 JU2776!UTM  18      -   1.00000498  x   0.99962678  =   0.99963176
 JU2776
 JU2776:                Primary Azimuth Mark                     Grid Az
 JU2776:SPC NJ       -  ABSECON LIGHT                            078 15 25.1
 JU2776:UTM  18      -  ABSECON LIGHT                            077 56 23.6
 JU2776
 JU2776|---------------------------------------------------------------------|
 JU2776| PID    Reference Object                     Distance      Geod. Az  |
 JU2776|                                                           dddmmss.s |
 JU2776| JU2772 ABSECON LIGHT                       APPROX. 3.9 KM 0781659.5 |
 JU2776|---------------------------------------------------------------------|
 JU2776
 JU2776                          SUPERSEDED SURVEY CONTROL
 JU2776
 JU2776  NAD 83(1986)-  39 21 32.99404(N)    074 27 31.17626(W) AD(       ) 3
 JU2776  NAD 27      -  39 21 32.57100(N)    074 27 32.63900(W) AD(       ) 3
 JU2776
 JU2776.Superseded values are not recommended for survey control.
 JU2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2776.See file dsdata.txt to determine how the superseded data were derived.
 JU2776
 JU2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4663856775(NAD 83)
 JU2776_MARKER: DS = TRIANGULATION STATION DISK
 JU2776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2776_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU2776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2776+STABILITY: SURFACE MOTION
 JU2776
 JU2776  HISTORY     - Date     Condition        Report By
 JU2776  HISTORY     - 1935     MONUMENTED       CGS
 JU2776  HISTORY     - 1950     MARK NOT FOUND   CGS
 JU2776
 JU2776                          STATION DESCRIPTION
 JU2776
 JU2776'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2776'STATION IS A STANDARD U.S.C. AND G. MAGNETIC STATION MARK
 JU2776'LOCATED AT THE ATLANTIC CITY AIRPORT.
 JU2776'IT IS BETWEEN TWO RUNWAYS, ONE RUNWAY RUNNING NE AND SW
 JU2776'AND THE OTHER NNW AND SSE.  NO REFERENCE MARKS WERE PUT IN.  DISK
 JU2776'IS STAMPED MAGNETIC 1935, AND IS 1 FOOT UNDERGROUND.
 JU2776'
 JU2776'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 JU2776'DESCRIBED IN NOTE 1A.
 JU2776'
 JU2776'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 JU2776
 JU2776                          STATION RECOVERY (1950)
 JU2776
 JU2776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2776'THE STATION WAS NOT RECOVERED.  IT IS NOW ABOUT 3 FEET UNDER
 JU2776'FILLED GROUND DUE TO RECENT CONSTRUCTION.  MR. BALDWIN, WHO
 JU2776'HAS BEEN AIRPORT MANAGER FOR ABOUT 27 YEARS, STATES THAT THE
 JU2776'MONUMENT WAS COVERED BY FILL DURING THE CONSTRUCTION OF NEW
 JU2776'TAXIWAYS AND PARKING APRONS AND THERE IS A POSSIBILITY THAT IT
 JU2776'MAY NOW BE LOCATED UNDER A CONCRETE TAXIWAY.  DUE TO THE FACT
 JU2776'THAT NO REFERENCE MEASUREMENT WERE TAKEN ORIGINALLY, NO ATTEMPT
 JU2776'WAS MADE TO EXCAVATE FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2542 ***********************************************************************
 LY2542  DESIGNATION -  MAHWAH MUN STANDPIPE 1964
 LY2542  PID         -  LY2542
 LY2542  STATE/COUNTY-  NJ/BERGEN
 LY2542  USGS QUAD   -  RAMSEY (1995)
 LY2542
 LY2542                         *CURRENT SURVEY CONTROL
 LY2542  ___________________________________________________________________
 LY2542* NAD 83(1996)-  41 05 33.33092(N)    074 07 54.32248(W)     ADJUSTED  
 LY2542* NAVD 88     -                                                        
 LY2542  ___________________________________________________________________
 LY2542  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 LY2542  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LY2542
 LY2542  HORZ ORDER  -  THIRD
 LY2542
 LY2542.The horizontal coordinates were established by classical geodetic methods
 LY2542.and adjusted by the National Geodetic Survey in September 1999..
 LY2542
 LY2542
 LY2542.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2542
 LY2542.The geoid height was determined by GEOID03.
 LY2542
 LY2542;                    North         East     Units Scale Factor Converg.
 LY2542;SPC NJ       -   250,894.656   180,935.794   MT  0.99991177   +0 14 31.3
 LY2542;SPC NJ       -   823,143.55    593,620.18   sFT  0.99991177   +0 14 31.3
 LY2542;SPC NY E     -   250,894.656   180,935.794   MT  0.99991177   +0 14 31.3
 LY2542;SPC NY E     -   823,143.55    593,620.18   sFT  0.99991177   +0 14 31.3
 LY2542;UTM  18      - 4,549,398.884   572,918.732   MT  0.99966544   +0 34 14.5
 LY2542
 LY2542                          SUPERSEDED SURVEY CONTROL
 LY2542
 LY2542  NAD 83(1996)-  41 05 33.33091(N)    074 07 54.32250(W) AD(       ) 4
 LY2542  NAD 83(1986)-  41 05 33.33213(N)    074 07 54.32337(W) AD(       ) 4
 LY2542  NAD 27      -  41 05 32.98810(N)    074 07 55.80380(W) AD(       ) 3
 LY2542
 LY2542.Superseded values are not recommended for survey control.
 LY2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2542.See file dsdata.txt to determine how the superseded data were derived.
 LY2542
 LY2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7291949399(NAD 83)
 LY2542
 LY2542  HISTORY     - Date     Condition        Report By
 LY2542  HISTORY     - 1964     MONUMENTED       CGS
 LY2542  HISTORY     - 19940809 GOOD             USPSQD
 LY2542
 LY2542                          STATION DESCRIPTION
 LY2542
 LY2542'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CFK)
 LY2542'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE, LOCATED
 LY2542'IN THE EAST PART OF MAHWAH ABOUT 1/2 MILE SOUTH OF THE NEW
 LY2542'YORK-NEW JERSEY STATE LINE.  IT IS A STANDARD SELF SUPPORTED
 LY2542'STANDPIPE PAINTED BLUE AND ABOUT 90 FEET HIGH.
 LY2542'
 LY2542'TO REACH FROM THE INTERSECTION OF FRANKLIN TURNPIKE AND MILLER
 LY2542'ROAD JUST EAST OF THE POST OFFICE IN MAHWAH, GO EAST ON MILLER
 LY2542'ROAD FOR 0.55 MILE TO A SIDE ROAD RIGHT (BEVERIDGE ROAD).  TURN
 LY2542'RIGHT AND GO SOUTH ON BEVERIDGE ROAD FOR 0.15 MILE TO A
 LY2542'CROSSROAD (MAHWAH ROAD).  TURN LEFT AND GO EAST ON MAHWAH ROAD
 LY2542'FOR 0.15 MILE TO THE STANDPIPE ON THE LEFT.
 LY2542'
 LY2542'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 LY2542'CRAGMERE THE DISTANCE BEING 113.6 FEET AND 34.63 METERS.
 LY2542
 LY2542                          STATION RECOVERY (1994)
 LY2542
 LY2542'RECOVERY NOTE BY US POWER SQUADRON 1994
 LY2542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4783 ***********************************************************************
 KV4783  DESIGNATION -  MAIL
 KV4783  PID         -  KV4783
 KV4783  STATE/COUNTY-  NJ/ESSEX
 KV4783  USGS QUAD   -  ELIZABETH (1995)
 KV4783
 KV4783                         *CURRENT SURVEY CONTROL
 KV4783  ___________________________________________________________________
 KV4783* NAD 83(1996)-  40 42 19.02670(N)    074 09 15.04197(W)     ADJUSTED  
 KV4783* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4783  ___________________________________________________________________
 KV4783  LAPLACE CORR-           6.00  (seconds)                    DEFLEC99
 KV4783  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KV4783
 KV4783  HORZ ORDER  -  SECOND
 KV4783
 KV4783.This mark is at Newark Airport (EWR)
 KV4783
 KV4783.The horizontal coordinates were established by classical geodetic methods
 KV4783.and adjusted by the National Geodetic Survey in September 1999..
 KV4783
 KV4783.The orthometric height was scaled from a topographic map.
 KV4783
 KV4783.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4783
 KV4783.The geoid height was determined by GEOID03.
 KV4783
 KV4783;                    North         East     Units Scale Factor Converg.
 KV4783;SPC NJ       -   207,879.959   179,222.089   MT  0.99991051   +0 13 31.9
 KV4783;SPC NJ       -   682,019.50    587,997.80   sFT  0.99991051   +0 13 31.9
 KV4783;SPC NY L     -    59,822.762   286,970.602   MT  0.99999808   -0 06 03.0
 KV4783;SPC NY L     -   196,268.51    941,502.72   sFT  0.99999808   -0 06 03.0
 KV4783;UTM  18      - 4,506,385.725   571,451.200   MT  0.99966284   +0 33 05.9
 KV4783
 KV4783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4783!SPC NJ       -   1.00000464  x   0.99991051  =   0.99991515
 KV4783!SPC NY L     -   1.00000464  x   0.99999808  =   1.00000272
 KV4783!UTM  18      -   1.00000464  x   0.99966284  =   0.99966748
 KV4783
 KV4783:                Primary Azimuth Mark                     Grid Az
 KV4783:SPC NJ       -  NEWARK HENSLER BREWERY FLAG              002 42 41.4
 KV4783:SPC NY L     -  NEWARK HENSLER BREWERY FLAG              003 02 16.3
 KV4783:UTM  18      -  NEWARK HENSLER BREWERY FLAG              002 23 07.4
 KV4783
 KV4783|---------------------------------------------------------------------|
 KV4783| PID    Reference Object                     Distance      Geod. Az  |
 KV4783|                                                           dddmmss.s |
 KV4783| KV4759 NEWARK HENSLER BREWERY FLAG         APPROX. 2.3 KM 0025613.3 |
 KV4783| KV4746 NEWARK CELLULOID CO W CHIM          APPROX. 2.7 KM 0055419.4 |
 KV4783| KV4749 NEWARK CELLULOID CO E CHIM          APPROX. 2.7 KM 0062202.1 |
 KV4783| KV4770 NEWARK MEADOW BALL BLUE CHIM        APPROX. 1.7 KM 0315943.6 |
 KV4783| KV4328 KEARNY POINT WEST ELEC N CHIM       APPROX. 3.6 KM 0555904.6 |
 KV4783| KV4326 KEARNY POINT WEST ELEC S CHIM       APPROX. 3.6 KM 0560658.9 |
 KV4783| KV4327 WECO                                APPROX. 4.0 KM 0594159.7 |
 KV4783| KV4230 BAYONNE JER CITY G E GAS TANK       APPROX. 4.6 KM 1263747.5 |
 KV4783| KV4760 PORT NEWARK WEYERH TIMBER TANK      APPROX. 1.4 KM 1563215.0 |
 KV4783| KV4737 NEWARK BAY ELECTRO DYNAMIC TK       APPROX. 5.8 KM 1650747.3 |
 KV4783| KV4765 PORT NEWARK SEARS ROEBUCK TANK      APPROX. 1.3 KM 1741405.7 |
 KV4783| KV4764 PORT NEWARK SEARS ROEBUCK CHIM      APPROX. 1.3 KM 1763304.7 |
 KV4783| KV4719 ELIZABETHPORT SINGER TANK           APPROX. 6.0 KM 1964208.8 |
 KV4783| KV4748 ELIZABETH H V WALKER TALL TANK      APPROX. 4.7 KM 2224552.0 |
 KV4783| KV4747 ELIZABETH HITCHINGS CO TANK         APPROX. 5.0 KM 2260829.1 |
 KV4783| KV4752 ELIZABETH HITCHINGS CO CHIMNEY      APPROX. 5.0 KM 2262729.2 |
 KV4783| KV4768 ELIZABETH INLAND TALL CHIMNEY       APPROX. 4.8 KM 2410533.6 |
 KV4783| KV4790 PORT NEWARK AIR MAIL PO CUP          10.157 METERS 24109     |
 KV4783| KV4766 ELIZABETH PJ SCHWEITZER CHIM        APPROX. 4.6 KM 2440542.6 |
 KV4783| KV4761 NEWARK UNITED COLOR CHIM            APPROX. 4.0 KM 2455526.0 |
 KV4783| CB5286 MAIL RM 1                            15.035 METERS 25953     |
 KV4783| KV4778 NEWARK GENERAL LEATHER CHIMNEY      APPROX. 3.2 KM 2712219.8 |
 KV4783| KV4780 NEWARK AIRPORT AERO BEACON          APPROX. 0.5 KM 2760030.2 |
 KV4783| KV4775 NEWARK BETH ISRAEL HOSP CUPOLA      APPROX. 5.0 KM 2765051.3 |
 KV4783| KV4771 NEWARK SEARS ROEBUCK FLAGPOLE       APPROX. 3.3 KM 2932422.5 |
 KV4783| KV4774 NEWARK KREBS PIGMENT CHIM           APPROX. 2.2 KM 3011323.6 |
 KV4783| KV4773 NEWARK MERCHANTS REFRIG TANK        APPROX. 2.0 KM 3043818.5 |
 KV4783| KV4758 NEWARK MEDICAL TOWER                APPROX. 3.2 KM 3193448.2 |
 KV4783| KV4769 NEWARK MURPHY AND CO CHIMNEY        APPROX. 2.5 KM 3283855.4 |
 KV4783| KV4678 NEWARK NATL N AND E BANK FLAG       APPROX. 3.8 KM 3380056.5 |
 KV4783| KV4782 NEWARK LEFCOURT NEWARK BLDG FP      APPROX. 3.8 KM 3390514.1 |
 KV4783| KV4696 NEWARK AMER INSUR BLDG DOME         APPROX. 4.5 KM 3420517.1 |
 KV4783| KV4756 NEWARK ST JAMES CATH CH SPIRE       APPROX. 2.7 KM 3451620.8 |
 KV4783| KV4139 HARRISON CLARK THREAD CHIMNEY       APPROX. 5.3 KM 3524246.1 |
 KV4783| KV4681 HARRISON GAS CO HUGE GAS TANK       APPROX. 3.5 KM 3533542.5 |
 KV4783|---------------------------------------------------------------------|
 KV4783
 KV4783                          SUPERSEDED SURVEY CONTROL
 KV4783
 KV4783  NAD 83(1996)-  40 42 19.02658(N)    074 09 15.04210(W) AD(       ) 2
 KV4783  NAD 83(1986)-  40 42 19.02548(N)    074 09 15.04439(W) AD(       ) 2
 KV4783  NAD 27      -  40 42 18.65900(N)    074 09 16.52500(W) AD(       ) 2
 KV4783
 KV4783.Superseded values are not recommended for survey control.
 KV4783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4783.See file dsdata.txt to determine how the superseded data were derived.
 KV4783
 KV4783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7145106386(NAD 83)
 KV4783_MARKER: DS = TRIANGULATION STATION DISK
 KV4783_SETTING: 0 = UNSPECIFIED SETTING
 KV4783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4783+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2001
 KV4783
 KV4783  HISTORY     - Date     Condition        Report By
 KV4783  HISTORY     - 1931     MONUMENTED       CGS
 KV4783  HISTORY     - 1933     GOOD             CGS
 KV4783  HISTORY     - 1963     GOOD             CGS
 KV4783  HISTORY     - 1973     GOOD             NGS
 KV4783  HISTORY     - 20010315 GOOD             PORANY
 KV4783
 KV4783                          STATION DESCRIPTION
 KV4783
 KV4783'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4783'STATION IS JUST W OF PORT NEWARK, IN THE NE CORNER OF NEWARK
 KV4783'AIRPORT, ON THE S SIDE OF PORT STREET OPPOSITE MAY AVENUE.  IT
 KV4783'IS ON THE NEWARK AIR MAIL POST OFFICE A NEW TWO-STORY, RED BRICK
 KV4783'STRUCTURE, ITS FLAT ROOF CENTERED BY A CONSPICUOUS IRON AND GLASS
 KV4783'OBSERVING CUPOLA.  THE STATION IS LOCATED ATOP THE LOW ROOF
 KV4783'PARAPET, NEAR THE N END OF THE E COPING.
 KV4783'
 KV4783'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK STAMPED
 KV4783'MAIL-1931 CEMENTED IN A DRILL HOLE AND SET FLUSH IN THE TOP OF
 KV4783'THE FLAT STONE COPING.
 KV4783'
 KV4783'ONE STANDARD C. AND G.S. BRONZE REFERENCE DISK STAMPED NO.1-1931
 KV4783'WAS SIMILARLY SET MIDWAY OF THE W PARAPET COPING.
 KV4783'
 KV4783'ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN AS LISTED ABOVE,
 KV4783'AND ALSO, TO CENTER OF NEARER LADDER BRACE ROD TO S...7.323 METERS.
 KV4783'
 KV4783'THERE IS EXCELLENT FOOTING FOR SET-UPS, SANS TRIPOD, ON
 KV4783'FLAT-TOPPED PARAPET COPINGS.  ECCENTRIC TRIPOD SET-UPS ARE FEASIBLE
 KV4783'ON THE RUBBER-COMPOSITION ROOFING IF LEAD-BLOCK FOOTINGS ARE USED.
 KV4783'
 KV4783'HEIGHT OF SIGNAL ABOVE STATION MARK - 0.1 METER.
 KV4783
 KV4783                          STATION RECOVERY (1933)
 KV4783
 KV4783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4783'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH THE
 KV4783'FOLLOWING EXCEPTION AND ADDITIONS--
 KV4783'
 KV4783'THE REFERENCE DISK WAS NOT DATED.  ADDITIONAL REFERENCE
 KV4783'MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4783'
 KV4783'TO THE INSIDE EDGE OF COPING 0.115 METER.
 KV4783'
 KV4783'TO OUTSIDE BEVELED TOP 0.112 METER.
 KV4783'
 KV4783'TO BEVELED TOP AT E END OF COPING 0.820 METER.
 KV4783'
 KV4783'TO CENTER OF VENT PIPE TO W 0.591 METER.
 KV4783
 KV4783                          STATION RECOVERY (1963)
 KV4783
 KV4783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ETO)
 KV4783'STATION IS JUST WEST OF PORT NEWARK ON THE N-E CORNER OF NEWARK
 KV4783'AIRPORT, ON THE SOUTH SIDE OF PORT STREET OPPOSITE MAY AVENUE.  IT
 KV4783'IS ON A TWO STORY BRICK BUILDING CALLED BUILDING 5 (PREVIOUSLY
 KV4783'CALLED NEWARK AIR MAIL POST OFFICE).
 KV4783'
 KV4783'STATION IS MARKED WITH A STANDARD C AND GS DISK STAMPED MAIL 1931,
 KV4783'CEMENTED IN A DRILL HOLE AND SET FLUSH ON THE TOP OF A FLAT STONE
 KV4783'COPING.  IT IS SET IN THE NORTH END OF THE EAST PARAPET COPING
 KV4783'NEAR THE INTERSECTION OF THE EAST AND NORTH PARAPET COPING.
 KV4783'
 KV4783'A REFERENCE MARK STAMPED NO 1 1931 IS ALSO SET ON TOP AND MIDWAY
 KV4783'OF THE WEST PARAPET COPING.
 KV4783
 KV4783                          STATION RECOVERY (1973)
 KV4783
 KV4783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 KV4783'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED.
 KV4783
 KV4783                          STATION RECOVERY (2001)
 KV4783
 KV4783'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV4783'MARK ON COPING OF ROOF OF NEWARK AIRPORT BUILDING NUMBER 5.  REFERENCE
 KV4783'MARK ALSO RECOVERED.  PERMISSION TO OCCUPY MUST BE OBTAINED AT PORT
 KV4783'AUTHORITY OF NEW YORK AND NEW JERSEY ADMINISTRATION BUILDING.
 KV4783'DUE TO LOCATION OF DISK AT EDGE OF ROOF ALL DUE CAUTION MUST BE
 KV4783'EXERCISED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2820 ***********************************************************************
 JU2820  DESIGNATION -  MAIN
 JU2820  PID         -  JU2820
 JU2820  STATE/COUNTY-  NJ/ATLANTIC
 JU2820  USGS QUAD   -  OCEANVILLE (1989)
 JU2820
 JU2820                         *CURRENT SURVEY CONTROL
 JU2820  ___________________________________________________________________
 JU2820* NAD 83(1996)-  39 29 02.59050(N)    074 22 45.05279(W)     ADJUSTED  
 JU2820* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2820  ___________________________________________________________________
 JU2820  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 JU2820  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JU2820
 JU2820  HORZ ORDER  -  THIRD
 JU2820
 JU2820.The horizontal coordinates were established by classical geodetic methods
 JU2820.and adjusted by the National Geodetic Survey in September 1999..
 JU2820
 JU2820.The orthometric height was scaled from a topographic map.
 JU2820
 JU2820.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2820
 JU2820.The geoid height was determined by GEOID03.
 JU2820
 JU2820;                    North         East     Units Scale Factor Converg.
 JU2820;SPC NJ       -    72,241.665   160,393.363   MT  0.99990133   +0 04 36.6
 JU2820;SPC NJ       -   237,012.86    526,223.89   sFT  0.99990133   +0 04 36.6
 JU2820;UTM  18      - 4,370,678.619   553,389.775   MT  0.99963509   +0 23 41.2
 JU2820
 JU2820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2820!SPC NJ       -   1.00000522  x   0.99990133  =   0.99990655
 JU2820!UTM  18      -   1.00000522  x   0.99963509  =   0.99964031
 JU2820
 JU2820|---------------------------------------------------------------------|
 JU2820| PID    Reference Object                     Distance      Geod. Az  |
 JU2820|                                                           dddmmss.s |
 JU2820| CB2228 MAIN RM 1                            17.698 METERS 06212     |
 JU2820| JU2735 OYSTER                              APPROX. 3.7 KM 3113642.6 |
 JU2820| CB2229 MAIN RM 2                            43.802 METERS 32934     |
 JU2820|---------------------------------------------------------------------|
 JU2820
 JU2820                          SUPERSEDED SURVEY CONTROL
 JU2820
 JU2820  NAD 83(1986)-  39 29 02.58259(N)    074 22 45.04498(W) AD(       ) 3
 JU2820  NAD 27      -  39 29 02.15800(N)    074 22 46.51800(W) AD(       ) 3
 JU2820
 JU2820.Superseded values are not recommended for survey control.
 JU2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2820.See file dsdata.txt to determine how the superseded data were derived.
 JU2820
 JU2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5339070679(NAD 83)
 JU2820_MARKER: DS = TRIANGULATION STATION DISK
 JU2820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2820
 JU2820  HISTORY     - Date     Condition        Report By
 JU2820  HISTORY     - 1935     MONUMENTED       CGS
 JU2820  HISTORY     - 1936     GOOD             CGS
 JU2820  HISTORY     - 1950     GOOD             CGS
 JU2820  HISTORY     - 1962     SEE DESCRIPTION  CGS
 JU2820
 JU2820                          STATION DESCRIPTION
 JU2820
 JU2820'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2820'STATION IS ABOUT 9 MILES FROM ATLANTIC CITY VIA THE INTERCOASTAL
 JU2820'WATERWAY ON THE SOUTHWESTERN SHORE OF GREAT BAY.  ON THE
 JU2820'NORTHEASTERN POINT FORMED BY THE ENTRANCE OF MAIN MARSH
 JU2820'THOROUGHFARE INTO GREAT BAY.  THE STATION MAY ALSO BE REACHED BY
 JU2820'BOAT FROM OYSTER CREEK.  THIS ROUTE HAS ONLY A SHORT RUN BY
 JU2820'BOAT.  THE STATION IS 2 MILES FROM THE MOUTH OF OYSTER CREEK.
 JU2820'IT IS ON A SMALL SHELL DEPOSIT WHICH IS THE ONLY SHELL DEPOSIT
 JU2820'ON THE POINT OF A MARSH.  IS 240 METERS NW OF THE POINT OF
 JU2820'MARSH AT MAIN MARSH THOROUGHFARE.  69 METERS SW OF THE MARSH
 JU2820'EDGE OF GREAT BAY.  55 METERS SE OF THE EDGE OF A SMALL
 JU2820'CREEK.  238 METERS NW OF THE MARSH EDGE OF MAIN MARSH
 JU2820'THOROUGHFARE.
 JU2820'
 JU2820'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2820'CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2820'
 JU2820'NOTE--MEASUREMENTS TO MAIN MARSH C AND N ARE TWO SEPARATE FIELD
 JU2820'MEASUREMENTS.  DISTANCE WAS MEASURED IN ONE DIRECTION IN METERS
 JU2820'AND IN THE OTHER IN FEET.
 JU2820'
 JU2820'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 JU2820
 JU2820                          STATION RECOVERY (1936)
 JU2820
 JU2820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2820'RECOVERED AS DESCRIBED EXCEPT THAT STATION MARK IS NOW COVERED BY
 JU2820'2-1/2 FEET OF DREDGE SPOIL AND THE REFERENCE MARKS ARE COVERED
 JU2820'BY 2-1/2 FEET OF DREDGE SPOIL.
 JU2820
 JU2820                          STATION RECOVERY (1950)
 JU2820
 JU2820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2820'THE STATION WAS RECOVERED IN GOOD CONDITION.  AS NOTED IN THE
 JU2820'1936 RECOVERY NOTE, IT IS COVERED BY 2-1/2 FEET OF DREDGE
 JU2820'SPOIL.  R.M. 1 WAS RECOVERED IN POOR CONDITION.  R.M. 2 WAS NOT
 JU2820'RECOVERED.  THE CONCRETE MONUMENT WAS FOUND, BUT THE TOP WAS
 JU2820'CRUMBLED AND THE DISK WAS MISSING.  MAIN MARSH C. AND N. WAS
 JU2820'NOT RECOVERED.  MEASUREMENT TO IT INDICATES IT HAS BEEN
 JU2820'DESTROYED BY EROSION.
 JU2820'
 JU2820'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY OF THE
 JU2820'STATION.  A 4- BY 4-INCH WHITE POST WAS SET 2 METERS N OF THE
 JU2820'STATION.
 JU2820
 JU2820                          STATION RECOVERY (1962)
 JU2820
 JU2820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2820'STATION IS LOST.  NEW FILL HAS BEEN ADDED TO THE OLD, AND THE
 JU2820'BANKS OF THE MARSH HAVE ERODED AN UNKNOWN NUMBER OF FEET.  THE
 JU2820'SITE WAS VISITED TWICE, AND MUCH PROBING FAILED TO REVEAL THE
 JU2820'MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2921 ***********************************************************************
 JU2921  DESIGNATION -  MAIN
 JU2921  PID         -  JU2921
 JU2921  STATE/COUNTY-  NJ/CAPE MAY
 JU2921  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2921
 JU2921                         *CURRENT SURVEY CONTROL
 JU2921  ___________________________________________________________________
 JU2921* NAD 83(1996)-  39 13 02.10596(N)    074 39 19.68493(W)     ADJUSTED  
 JU2921* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2921  ___________________________________________________________________
 JU2921  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 JU2921  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 JU2921
 JU2921  HORZ ORDER  -  THIRD
 JU2921
 JU2921.The horizontal coordinates were established by classical geodetic methods
 JU2921.and adjusted by the National Geodetic Survey in September 1999..
 JU2921
 JU2921.The orthometric height was scaled from a topographic map.
 JU2921
 JU2921.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2921
 JU2921.The geoid height was determined by GEOID03.
 JU2921
 JU2921;                    North         East     Units Scale Factor Converg.
 JU2921;SPC NJ       -    42,628.317   136,574.984   MT  0.99990222   -0 05 53.9
 JU2921;SPC NJ       -   139,856.40    448,079.76   sFT  0.99990222   -0 05 53.9
 JU2921;UTM  18      - 4,340,942.223   529,742.215   MT  0.99961089   +0 13 04.2
 JU2921
 JU2921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2921!SPC NJ       -   1.00000536  x   0.99990222  =   0.99990758
 JU2921!UTM  18      -   1.00000536  x   0.99961089  =   0.99961625
 JU2921
 JU2921|---------------------------------------------------------------------|
 JU2921| PID    Reference Object                     Distance      Geod. Az  |
 JU2921|                                                           dddmmss.s |
 JU2921| CB2230 MAIN RM 1                            12.381 METERS 29409     |
 JU2921| JU2922 PALERMO                             APPROX. 2.3 KM 3371854.0 |
 JU2921|---------------------------------------------------------------------|
 JU2921
 JU2921                          SUPERSEDED SURVEY CONTROL
 JU2921
 JU2921  NAD 83(1986)-  39 13 02.08686(N)    074 39 19.68553(W) AD(       ) 3
 JU2921  NAD 27      -  39 13 01.67600(N)    074 39 21.11200(W) AD(       ) 3
 JU2921
 JU2921.Superseded values are not recommended for survey control.
 JU2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2921.See file dsdata.txt to determine how the superseded data were derived.
 JU2921
 JU2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2974240942(NAD 83)
 JU2921_MARKER: DS = TRIANGULATION STATION DISK
 JU2921_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU2921_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU2921
 JU2921  HISTORY     - Date     Condition        Report By
 JU2921  HISTORY     - 1936     MONUMENTED       CGS
 JU2921  HISTORY     - 1950     GOOD             CGS
 JU2921  HISTORY     - 1971     MARK NOT FOUND   NGS
 JU2921
 JU2921                          STATION DESCRIPTION
 JU2921
 JU2921'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2921'LOCATED ABOUT 1 MILE N OF STRATHMERE ON THE N SIDE OF MAIN
 JU2921'THOROFARE WHERE THE PRESENT INLAND WATERWAY TURNS N INTO A
 JU2921'DREDGED CANAL.
 JU2921'
 JU2921'THE STATION IS 85 FEET N OF THE SHORELINE OF MAIN THOROFARE
 JU2921'AND 66 FEET W OF THE DREDGED CANAL.  STATION IS MARKED BY A
 JU2921'STANDARD DISK STAMPED MAIN - 1936 SET IN TOP OF AN 8-INCH
 JU2921'CONCRETE FILLED TILE WHICH PROJECTS 10 INCHES ABOVE GROUND.
 JU2921'
 JU2921'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED NO.1 - MAIN - 1936
 JU2921'SET IN TOP OF AN 8-INCH CONCRETE FILLED TILE WHICH PROJECTS
 JU2921'8 INCHES ABOVE GROUND.
 JU2921
 JU2921                          STATION RECOVERY (1950)
 JU2921
 JU2921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2921'STATION WAS RECOVERED IN GOOD CONDITION.  THE DISTANCE TO THE
 JU2921'REFERENCE MARK WAS MEASURED WITH A STEEL TAPE AND FOUND TO BE
 JU2921'CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT WITH
 JU2921'THE FOLLOWING EXCEPTIONS--
 JU2921'
 JU2921'STATION IS 29.0 FEET W OF A DREDGED CANAL AND 48.0 FEET N
 JU2921'OF THE SHORELINE OF THE MAIN THOROFARE.  STATION AND REFERENCE MARK
 JU2921'PROJECT 2 INCHES.
 JU2921
 JU2921                          STATION RECOVERY (1971)
 JU2921
 JU2921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU2921'THE STATION MARK WAS SEARCHED FOR AND NOT FOUND.  R.M. 1 WAS
 JU2921'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JU2921'
 JU2921'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2921'2.4 MILES N OF STRATHMERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4371 ***********************************************************************
 JU4371  DESIGNATION -  MAKE
 JU4371  PID         -  JU4371
 JU4371  STATE/COUNTY-  NJ/ATLANTIC
 JU4371  USGS QUAD   -  EGG HARBOR CITY (1977)
 JU4371
 JU4371                         *CURRENT SURVEY CONTROL
 JU4371  ___________________________________________________________________
 JU4371* NAD 83(1996)-  39 33 14.69291(N)    074 44 33.80524(W)     ADJUSTED  
 JU4371* NAVD 88     -        25.8    (meters)      85.     (feet)  GPS OBS   
 JU4371  ___________________________________________________________________
 JU4371  X           -   1,295,868.579 (meters)                     COMP
 JU4371  Y           -  -4,750,813.342 (meters)                     COMP
 JU4371  Z           -   4,039,929.902 (meters)                     COMP
 JU4371  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 JU4371  ELLIP HEIGHT-          -7.80  (meters)          (10/23/02) GPS OBS
 JU4371  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JU4371
 JU4371  HORZ ORDER  -  FIRST
 JU4371  ELLP ORDER  -  FOURTH    CLASS I
 JU4371
 JU4371.The horizontal coordinates were established by GPS observations
 JU4371.and adjusted by the National Geodetic Survey in May 1999..
 JU4371
 JU4371.The orthometric height was determined by GPS observations and a
 JU4371.high-resolution geoid model.
 JU4371
 JU4371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4371
 JU4371.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4371
 JU4371.The ellipsoidal height was determined by GPS observations
 JU4371.and is referenced to NAD 83.
 JU4371
 JU4371.The geoid height was determined by GEOID03.
 JU4371
 JU4371;                    North         East     Units Scale Factor Converg.
 JU4371;SPC NJ       -    80,036.992   129,140.770   MT  0.99990536   -0 09 16.4
 JU4371;SPC NJ       -   262,588.03    423,689.34   sFT  0.99990536   -0 09 16.4
 JU4371;UTM  18      - 4,378,298.121   522,103.226   MT  0.99960601   +0 09 49.8
 JU4371
 JU4371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4371!SPC NJ       -   1.00000122  x   0.99990536  =   0.99990658
 JU4371!UTM  18      -   1.00000122  x   0.99960601  =   0.99960723
 JU4371
 JU4371                          SUPERSEDED SURVEY CONTROL
 JU4371
 JU4371  ELLIP H (05/14/99)   -7.82   (m)                       GP(       ) 4 1
 JU4371  NAD 83(1992)-  39 33 14.68302(N)    074 44 33.80462(W) AD(       ) 1
 JU4371
 JU4371.Superseded values are not recommended for survey control.
 JU4371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4371.See file dsdata.txt to determine how the superseded data were derived.
 JU4371
 JU4371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2210378298(NAD 83)
 JU4371_MARKER: DD = SURVEY DISK
 JU4371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4371_SP_SET: CONCRETE POST
 JU4371_STAMPING: MAKE 1993
 JU4371_MARK LOGO: HAMTWP
 JU4371_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 JU4371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4371+STABILITY: SURFACE MOTION
 JU4371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4371+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JU4371
 JU4371  HISTORY     - Date     Condition        Report By
 JU4371  HISTORY     - 1993     MONUMENTED       HAMTWP
 JU4371
 JU4371                          STATION DESCRIPTION
 JU4371
 JU4371'DESCRIBED BY HAMILTON TOWNSHIP NEW JERSEY 1993
 JU4371'IN HAMILTON TOWNSHIP AT THE JUNCTION OF ELWOOD WEYMOUTH ROAD AND THE
 JU4371'ATLANTIC CITY EXPRESSWAY.  TO REACH FROM THE JUNCTION OF U.S. ROUTE
 JU4371'322 AND COUNTY ROUTE 559 IN WEYMOUTH, GO NORTHEAST ON COUNTY ROUTE
 JU4371'559 FOR 0.7 KM (0.4 MI) TO THE WYE JUNCTION WITH ELWOOD WEYMOUTH
 JU4371'ROAD,COUNTY ROAD 623 NORTH.   CONTINUE NORTHEAST ON COUNTY ROAD 623
 JU4371'NORTH FOR 4.9 KM (3.0 MI) TO THE STATION ON THE RIGHT.  THE STATION
 JU4371'CAN ALSO BE REACHED FROM U.S. ROUTE 30 IN ELWOOD BY TAKING THE COUNTY
 JU4371'ROAD 623 SOUTH FOR 3.4 KM.
 JU4371'THE STATION IS SET FLUSH WITH THE GROUND ON THE SOUTHEAST SIDE OF
 JU4371'ELWOOD-WEYMOUTH ROAD AND SOUTHWEST OF THE EAST BOUND LANES OF THE
 JU4371'ATLANTIC CITY EXPRESSWAY AND NEARLY UNDER A POWERLINE THAT CROSSES
 JU4371'THE ELWOOD-WEYMOUTH ROAD.  THE STATION IS 0.8 M (2.6 FT) SOUTHEAST OF
 JU4371'THE SOUTHEAST EDGE OF THE PAVEMENT, 0.95 M (3.12 FT) NORTHWEST OF A
 JU4371'STEEL GUARDRAIL, 13.40 M (43.96 FT) SOUTHEAST OF A DRILLHOLE NEAR THE
 JU4371'SOUTHWEST END OF THE CONCRETE CURB ON THE NORTHWEST SIDE OF THE ROAD,
 JU4371'6.594 M (21.634 FT) SOUTHWEST OF A DRILLHOLE NEAR THE SOUTHWEST END
 JU4371'OF THE CONCRETE CURB ON THE SOUTHEAST SIDE OF THE ROAD, AND 13.71 M
 JU4371'(44.98 FT) SOUTHWEST OF A UTILITY POLE WITH NO NUMBER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3325 ***********************************************************************
 JU3325  DESIGNATION -  MALLOW USE 1932
 JU3325  PID         -  JU3325
 JU3325  STATE/COUNTY-  NJ/GLOUCESTER
 JU3325  USGS QUAD   -  MARCUS HOOK (1993)
 JU3325
 JU3325                         *CURRENT SURVEY CONTROL
 JU3325  ___________________________________________________________________
 JU3325* NAD 83(1996)-  39 47 12.97999(N)    075 25 35.96931(W)     ADJUSTED  
 JU3325* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU3325  ___________________________________________________________________
 JU3325  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 JU3325  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU3325
 JU3325  HORZ ORDER  -  THIRD
 JU3325
 JU3325.The horizontal coordinates were established by classical geodetic methods
 JU3325.and adjusted by the National Geodetic Survey in September 1999..
 JU3325
 JU3325.The orthometric height was scaled from a topographic map.
 JU3325
 JU3325.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3325
 JU3325.The geoid height was determined by GEOID03.
 JU3325
 JU3325;                    North         East     Units Scale Factor Converg.
 JU3325;SPC NJ       -   106,270.794    70,631.002   MT  0.99997753   -0 35 34.9
 JU3325;SPC NJ       -   348,656.76    231,728.55   sFT  0.99997753   -0 35 34.9
 JU3325;SPC DE       -   198,373.341   199,144.148   MT  0.99999501   -0 00 23.0
 JU3325;SPC DE       -   650,829.87    653,358.76   sFT  0.99999501   -0 00 23.0
 JU3325;SPC PA S     -    52,984.026   798,996.608   MT  1.00002612   +1 30 26.5
 JU3325;SPC PA S     -   173,831.76  2,621,374.70   sFT  1.00002612   +1 30 26.5
 JU3325;UTM  18      - 4,404,197.000   463,467.589   MT  0.99961643   -0 16 22.9
 JU3325
 JU3325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3325!SPC NJ       -   1.00000522  x   0.99997753  =   0.99998275
 JU3325!SPC DE       -   1.00000522  x   0.99999501  =   1.00000023
 JU3325!SPC PA S     -   1.00000522  x   1.00002612  =   1.00003134
 JU3325!UTM  18      -   1.00000522  x   0.99961643  =   0.99962165
 JU3325
 JU3325                          SUPERSEDED SURVEY CONTROL
 JU3325
 JU3325  NAD 83(1991)-  39 47 12.97992(N)    075 25 35.96926(W) AD(       ) 3
 JU3325  NAD 83(1986)-  39 47 12.97575(N)    075 25 35.97189(W) AD(       ) 3
 JU3325  NAD 27      -  39 47 12.56600(N)    075 25 37.27900(W) AD(       ) 3
 JU3325
 JU3325.Superseded values are not recommended for survey control.
 JU3325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3325.See file dsdata.txt to determine how the superseded data were derived.
 JU3325
 JU3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6346804197(NAD 83)
 JU3325_MARKER: I = METAL ROD
 JU3325_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JU3325_SP_SET: OBJECT DRIVEN INTO GROUND
 JU3325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3325
 JU3325  HISTORY     - Date     Condition        Report By
 JU3325  HISTORY     - 1933     MONUMENTED       USE
 JU3325  HISTORY     - 1934     GOOD             CGS
 JU3325  HISTORY     - 1946     GOOD             CGS
 JU3325
 JU3325                          STATION DESCRIPTION
 JU3325
 JU3325'DESCRIBED BY US ENGINEERS 1933 (GLA)
 JU3325'THIS STATION IS ON OLDMANS NECK ON THE SE BANK OF THE DELAWARE
 JU3325'RIVER.  THE STATION IS ABOUT 100 FEET S OF THE WATER LINE AND
 JU3325'ABOUT 4000 FEET ABOVE (NE) OF THE MOUTH OF OLDMANS CREEK.  THE
 JU3325'MOUTH OF OLDMANS CREEK IS OPPOSITE CLAYMONT, DELAWARE.
 JU3325'
 JU3325'THE STATION IS MARKED BY A 1 1/2-INCH IRON PIPE 6 FEET LONG
 JU3325'DRIVEN IN THE GROUND.  ABOVE THE STATION IS ERECTED A 60-FOOT
 JU3325'SQUARE SKELETON STEEL TOWER WITH THE BASE ANCHORED IN
 JU3325'CONCRETE.  FASTENED TO THE UPPER SECTIONS OF THE TOWER IS A WOODEN
 JU3325'LATTICE-WORK TARGET 20 FEET HIGH.
 JU3325
 JU3325                          STATION RECOVERY (1934)
 JU3325
 JU3325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JHB)
 JU3325'RECOVERED AS DESCRIBED BY G.L. ANDERSON IN 1933.  THE POINT AT THE
 JU3325'TOP OF THE TRIPOD WAS USED AS THE CENTER OF THE STATION.
 JU3325
 JU3325                          STATION RECOVERY (1946)
 JU3325
 JU3325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3325'STATION RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION ADEQUATE.
 JU3325'
 JU3325'PREVIOUSLY LISTED AS MALLOW (SEXT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4690 ***********************************************************************
 KV4690  DESIGNATION -  MALT COMPANY CHIMNEY
 KV4690  PID         -  KV4690
 KV4690  STATE/COUNTY-  NJ/ESSEX
 KV4690  USGS QUAD   -  ELIZABETH (1995)
 KV4690
 KV4690                         *CURRENT SURVEY CONTROL
 KV4690  ___________________________________________________________________
 KV4690* NAD 83(1996)-  40 44 04.24667(N)    074 09 40.92361(W)     ADJUSTED  
 KV4690* NAVD 88     -                                                        
 KV4690  ___________________________________________________________________
 KV4690  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 KV4690  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KV4690
 KV4690  HORZ ORDER  -  THIRD
 KV4690
 KV4690.The horizontal coordinates were established by classical geodetic methods
 KV4690.and adjusted by the National Geodetic Survey in September 1999..
 KV4690
 KV4690
 KV4690.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4690
 KV4690.The geoid height was determined by GEOID03.
 KV4690
 KV4690;                    North         East     Units Scale Factor Converg.
 KV4690;SPC NJ       -   211,122.977   178,602.072   MT  0.99991007   +0 13 15.5
 KV4690;SPC NJ       -   692,659.30    585,963.63   sFT  0.99991007   +0 13 15.5
 KV4690;SPC NY L     -    63,069.543   286,369.020   MT  0.99999693   -0 06 20.0
 KV4690;SPC NY L     -   206,920.66    939,529.03   sFT  0.99999693   -0 06 20.0
 KV4690;UTM  18      - 4,509,624.356   570,812.888   MT  0.99966172   +0 32 50.2
 KV4690
 KV4690                          SUPERSEDED SURVEY CONTROL
 KV4690
 KV4690  NAD 83(1996)-  40 44 04.24655(N)    074 09 40.92385(W) AD(       ) 4
 KV4690  NAD 83(1986)-  40 44 04.24480(N)    074 09 40.92699(W) AD(       ) 4
 KV4690  NAD 27      -  40 44 03.87900(N)    074 09 42.40300(W) AD(       ) 3
 KV4690
 KV4690.Superseded values are not recommended for survey control.
 KV4690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4690.See file dsdata.txt to determine how the superseded data were derived.
 KV4690
 KV4690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7081309624(NAD 83)
 KV4690_MARKER: 85 = CHIMNEY
 KV4690
 KV4690  HISTORY     - Date     Condition        Report By
 KV4690  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4690
 KV4690                          STATION DESCRIPTION
 KV4690
 KV4690'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0835 ***********************************************************************
 KV0835  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0835  DESIGNATION -  MAN
 KV0835  PID         -  KV0835
 KV0835  STATE/COUNTY-  NJ/OCEAN
 KV0835  USGS QUAD   -  POINT PLEASANT (1989)
 KV0835
 KV0835                         *CURRENT SURVEY CONTROL
 KV0835  ___________________________________________________________________
 KV0835* NAD 83(1996)-  40 06 11.06185(N)    074 02 15.11072(W)     ADJUSTED  
 KV0835* NAVD 88     -         2.112  (meters)       6.93   (feet)  ADJUSTED  
 KV0835  ___________________________________________________________________
 KV0835  X           -   1,343,500.183 (meters)                     COMP
 KV0835  Y           -  -4,696,951.604 (meters)                     COMP
 KV0835  Z           -   4,086,726.236 (meters)                     COMP
 KV0835  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 KV0835  ELLIP HEIGHT-         -30.89  (meters)          (10/23/02) GPS OBS
 KV0835  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV0835  DYNAMIC HT  -           2.111 (meters)       6.93  (feet)  COMP
 KV0835  MODELED GRAV-     980,157.0   (mgal)                       NAVD 88
 KV0835
 KV0835  HORZ ORDER  -  FIRST
 KV0835  VERT ORDER  -  FIRST     CLASS II
 KV0835  ELLP ORDER  -  FOURTH    CLASS I
 KV0835
 KV0835.The horizontal coordinates were established by GPS observations
 KV0835.and adjusted by the National Geodetic Survey in May 1999..
 KV0835
 KV0835.The orthometric height was determined by differential leveling
 KV0835.and adjusted by the National Geodetic Survey in March 2001..
 KV0835.No vertical observational check was made to the station.
 KV0835
 KV0835.This Tidal Bench Mark is designated as VM 2597
 KV0835.by the Center for Operational Oceanographic Products and Services.
 KV0835
 KV0835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0835
 KV0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0835
 KV0835.The ellipsoidal height was determined by GPS observations
 KV0835.and is referenced to NAD 83.
 KV0835
 KV0835.The geoid height was determined by GEOID03.
 KV0835
 KV0835.The dynamic height is computed by dividing the NAVD 88
 KV0835.geopotential number by the normal gravity value computed on the
 KV0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0835.degrees latitude (g = 980.6199 gals.).
 KV0835
 KV0835.The modeled gravity was interpolated from observed gravity values.
 KV0835
 KV0835;                    North         East     Units Scale Factor Converg.
 KV0835;SPC NJ       -   141,060.514   189,428.720   MT  0.99991913   +0 17 52.5
 KV0835;SPC NJ       -   462,796.04    621,484.06   sFT  0.99991913   +0 17 52.5
 KV0835;UTM  18      - 4,439,641.243   582,033.090   MT  0.99968284   +0 37 12.1
 KV0835
 KV0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0835!SPC NJ       -   1.00000485  x   0.99991913  =   0.99992398
 KV0835!UTM  18      -   1.00000485  x   0.99968284  =   0.99968768
 KV0835
 KV0835|---------------------------------------------------------------------|
 KV0835| PID    Reference Object                     Distance      Geod. Az  |
 KV0835|                                                           dddmmss.s |
 KV0835| KV6767 NJGPS 47                            196.303 METERS 00309     |
 KV0835| CB5814 CROSS IN BASE OF LIGHT POLE                        06311     |
 KV0835| KV0834 MAN RM 1                             26.618 METERS 08229     |
 KV0835| KV5247 MANASQUAN INLET SHORAN TOWER         16.112 METERS 13956     |
 KV0835| KV3525 M 54 RESET                           33.470 METERS 17027     |
 KV0835| KV5270 BAY HEAD WATER TANK                 APPROX. 3.9 KM 1894059.2 |
 KV0835| KV0836 853 2591 TIDAL 5                     16.919 METERS 19558     |
 KV0835| KV5278 POINT PLEASANT MUNICIPAL TANK       APPROX. 2.0 KM 2024941.5 |
 KV0835| KV5279 POINT PLEASANT STANDPIPE            APPROX. 1.9 KM 2042842.4 |
 KV0835| KV5277 POINT PLEASANT NJ POWER MAST        APPROX. 1.9 KM 2044112.3 |
 KV0835| KV5284 POINT PLEASANT NEW EAST TANK        APPROX. 3.3 KM 2265232.7 |
 KV0835| KV5287 POINT PLEASANT NEW WEST TANK        APPROX. 3.7 KM 2291421.4 |
 KV0835| KV0838 MAN AZ MK                                          2690214.2 |
 KV0835| KV5224 BRIELLE WATER TANK                  APPROX. 2.4 KM 2973106.0 |
 KV0835| KV5218 MANASQUAN WATER TANK                APPROX. 2.6 KM 3190309.4 |
 KV0835| KV5177 SPRING LAKE WEST TANK               APPROX. 5.3 KM 3464027.0 |
 KV0835| KV5179 SEA GIRT STATE ARSENAL TANK         APPROX. 2.6 KM 3465756.0 |
 KV0835|---------------------------------------------------------------------|
 KV0835
 KV0835                          SUPERSEDED SURVEY CONTROL
 KV0835
 KV0835  ELLIP H (05/14/99)  -30.91   (m)                       GP(       ) 4 1
 KV0835  NAD 83(1992)-  40 06 11.06105(N)    074 02 15.11361(W) AD(       ) 1
 KV0835  ELLIP H (05/22/95)  -30.82   (m)                       GP(       ) 3 1
 KV0835  NAD 83(1986)-  40 06 11.06251(N)    074 02 15.11545(W) AD(       ) 1
 KV0835  ELLIP H (03/31/93)  -30.78   (m)                       GP(       ) 3 2
 KV0835  NAD 83(1986)-  40 06 11.05812(N)    074 02 15.10570(W) AD(       ) 2
 KV0835  NAD 27      -  40 06 10.64600(N)    074 02 16.60920(W) AD(       ) 2
 KV0835  NAVD 88 (??/??/92)    2.116  (m)            6.94   (f) UNKNOWN     3 0
 KV0835  NGVD 29 (04/16/92)    2.452  (m)            8.04   (f) ADJUSTED    1 1
 KV0835
 KV0835.Superseded values are not recommended for survey control.
 KV0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0835.See file dsdata.txt to determine how the superseded data were derived.
 KV0835
 KV0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8203339641(NAD 83)
 KV0835_MARKER: DS = TRIANGULATION STATION DISK
 KV0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0835_SP_SET: CONCRETE POST
 KV0835_STAMPING: MAN 1962
 KV0835_MARK LOGO: CGS   
 KV0835_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0835+STABILITY: SURFACE MOTION
 KV0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0835+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2004
 KV0835
 KV0835  HISTORY     - Date     Condition        Report By
 KV0835  HISTORY     - 1962     MONUMENTED       CGS
 KV0835  HISTORY     - 1964     GOOD             CGS
 KV0835  HISTORY     - 1964     GOOD             CGS
 KV0835  HISTORY     - 1968     GOOD             CGS
 KV0835  HISTORY     - 1976     GOOD             NGS
 KV0835  HISTORY     - 1984     GOOD             USPSQD
 KV0835  HISTORY     - 1987     GOOD             USPSQD
 KV0835  HISTORY     - 1988     GOOD             NOSAMC
 KV0835  HISTORY     - 1990     GOOD             USPSQD
 KV0835  HISTORY     - 19900823 GOOD             NJGS
 KV0835  HISTORY     - 19940628 GOOD             NJGS
 KV0835  HISTORY     - 19960909 GOOD             NJGS
 KV0835  HISTORY     - 20010417 GOOD             NJGS
 KV0835  HISTORY     - 20020718 GOOD             USGS
 KV0835  HISTORY     - 20030922 GOOD             USGS
 KV0835  HISTORY     - 20041011 GOOD             ECOAST
 KV0835
 KV0835                          STATION DESCRIPTION
 KV0835
 KV0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV0835'THE STATION IS LOCATED AT THE MANASQUAN COAST GUARD STATION IN
 KV0835'THE NORTH EDGE OF POINT PLEASANT, ON THE SOUTH SHORE OF THE
 KV0835'MANASQUAN INLET NARROWS.  IT IS 76 FEET NORTH OF THE NORTH CORNER
 KV0835'OF THE COAST GUARD STATION BUILDING, 34 FEET NORTHWEST OF THE
 KV0835'NORTH CORNER OF A CHAIN LINK FENCE AROUND A SHORAN TOWER, 45
 KV0835'FEET NORTH OF THE WEST CORNER OF THE CHAIN LINK FENCE, 34 FEET
 KV0835'NORTHWEST OF THE WEST SIDE OF THE CHAIN LINK FENCE, AND 24.5
 KV0835'FEET SOUTHWEST OF THE SOUTH CURB ON INLET DRIVE.  THE MONUMENT
 KV0835'IS FLUSH AND THE DISK IS STAMPED MAN 1962.
 KV0835'
 KV0835'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST AND SOUTH
 KV0835'ON A PAVED STREET FOR 0.25 MILE TO A T-ROAD.  TURN RIGHT AND GO
 KV0835'NORTHWEST ON BROADWAY FOR 0.7 MILE TO THE JUNCTION WITH COUNTY
 KV0835'ROAD 35.  TURN RIGHT AND GO NORTHEAST ON COUNTY ROAD 0.2 MILE
 KV0835'TO THE SOUTH END OF THE MANASQUAN INLET BRIDGE AND THE AZIMUTH
 KV0835'MARK IN THE WEST SIDEWALK.
 KV0835'
 KV0835'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MAN NO 1 1962,
 KV0835'CEMENTED IN A DRILLED HOLE IN THE NORTH SIDEWALK OF INLET
 KV0835'DRIVE.  IT IS 34 FEET SOUTHEAST OF A STREET LIGHT POLE, 20 FEET
 KV0835'NORTHEAST OF THE CENTERLINE OF INLET DRIVE, AND 4 FEET NORTHEAST
 KV0835'OF THE NORTH CURB OF INLET DRIVE.
 KV0835'
 KV0835'TIDAL BENCH MARK NO. 5 IS A STANDARD COAST AND GEODETIC SURVEY
 KV0835'BENCH MARK DISK STAMPED NO 5 1936, SET IN THE TOP OF A 6 X 6 INCH
 KV0835'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 KV0835'IS 73 FEET NORTHEAST OF A POWER POLE, 62 FEET NORTHWEST OF THE
 KV0835'NORTH ENTRANCE TO THE COAST GUARD STATION BUILDING, 28 FEET
 KV0835'SOUTHWEST OF THE WEST CORNER OF THE CHAIN LINK FENCE, AND 21
 KV0835'FEET NORTH OF THE NORTH CORNER OF THE COAST GUARD STATION
 KV0835'BUILDING.
 KV0835'
 KV0835'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MAN 1962, CEMENTED
 KV0835'IN A DRILLED HOLE IN THE WEST SIDEWALK OF THE BRIDGE.  IT IS 31
 KV0835'FEET NORTHEAST OF THE SOUTH END OF THE BRIDGE, 3 FEET EAST OF
 KV0835'THE WEST RAIL OF THE BRIDGE, AND 1 FOOT WEST OF THE WEST CURB
 KV0835'OF THE BRIDGE.
 KV0835'
 KV0835'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KV0835
 KV0835                          STATION RECOVERY (1964)
 KV0835
 KV0835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RG)
 KV0835'THE STATION, RM 1 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 KV0835'CONDITION.
 KV0835'
 KV0835'THE STATION IS LOCATED 1.4 MILES NORTHEAST OF POINT PLEASANT
 KV0835'BEACH AT THE MANASQUAN COAST GUARD STATION, 76 FEET NORTH OF THE
 KV0835'NORTH CORNER OF THE COAST GUARD STATION, 34 FEET NORTHWEST OF THE
 KV0835'NORTH CORNER OF A CHAIN LINK FENCE AROUND A SHORAN TOWER, 34 FEET
 KV0835'NORTHWEST OF THE NORTHWEST SIDE OF THE CHAIN LINK FENCE, 24.5
 KV0835'FEET SOUTHWEST OF THE SOUTHWEST CURB OF INLET DRIVE, 2 FEET
 KV0835'NORTHWEST OF A WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE
 KV0835'DRIVE, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 KV0835'THE LEVEL OF THE GROUND.
 KV0835'
 KV0835'RM 1 IS LOCATED 34 FEET SOUTHEAST OF STREET LIGHT POLE NO. 68,
 KV0835'19 FEET NORTHEAST OF THE CENTER LINE OF INLET DRIVE, 4 FEET
 KV0835'NORTHEAST OF THE NORTHEAST CURB OF INLET DRIVE, 87.3 FEET EAST
 KV0835'OF THE STATION, 71 FEET NORTH OF BENCH MARK 5, SET IN THE TOP OF
 KV0835'A CONCRETE SIDEWALK.
 KV0835'
 KV0835'THE AZIMUTH MARK IS LOCATED 0.55 MILE NORTH ALONG THE NEW YORK
 KV0835'AND LONG BRANCH RAILROAD FROM THE STATION AT POINT PLEASANT
 KV0835'BEACH, THENCE 0.1 MILE WEST ALONG BROADWAY, THENCE 0.2 MILE NORTH
 KV0835'ALONG STATE HIGHWAY 35, AT THE SOUTH END OF THE HIGHWAY BRIDGE
 KV0835'OVER THE MANASQUAN RIVER, 31 FEET NORTH OF THE SOUTH END OF THE
 KV0835'BRIDGE, 1.2 FEET WEST OF THE WEST CURB, SET IN THE TOP OF THE
 KV0835'WEST CONCRETE SIDEWALK OF BRIDGE.
 KV0835
 KV0835                          STATION RECOVERY (1964)
 KV0835
 KV0835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0835'1.4 MI NE FROM PT PLEASANT BEACH.
 KV0835'0.55 MILE NORTH ALONG THE NEW YORK AND LONG BRANCH RAILROAD FROM
 KV0835'THE STATION AT POINT PLEASANT BEACH, THENCE 0.65 MILE EAST ALONG
 KV0835'BROADWAY, THENCE 0.1 MILE NORTH ALONG OCEAN AVENUE, THENCE 0.1
 KV0835'MILE NORTHWEST ALONG INLET DRIVE, AT THE NORTH SIDE OF THE
 KV0835'MANASQUAN COAST GUARD STATION, 76 FEET NORTH OF THE NORTH CORNER
 KV0835'OF THE COAST GUARD STATION, 34 FEET NORTHWEST OF THE NORTH CORNER
 KV0835'OF A CHAIN LINK FENCE AROUND A SHORAN TOWER, 34 FEET NORTHWEST
 KV0835'OF THE NORTHWEST SIDE OF CHAIN LINK FENCE, 24.5 FEET SOUTHWEST
 KV0835'OF THE SOUTHWEST CURB OF INLET DRIVE, 2 FEET NORTHWEST OF A
 KV0835'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE DRIVE, SET IN THE TOP
 KV0835'OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 KV0835'GROUND.
 KV0835
 KV0835                          STATION RECOVERY (1968)
 KV0835
 KV0835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (AB)
 KV0835'MAN 1962 GOOD
 KV0835
 KV0835                          STATION RECOVERY (1976)
 KV0835
 KV0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KV0835'RECOVERED IN GOOD CONDITION.
 KV0835
 KV0835                          STATION RECOVERY (1984)
 KV0835
 KV0835'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV0835'STATION FOUND GOOD.
 KV0835'
 KV0835'STATION, AZIMUTH MARK AND RM 1 ALL RECOVERED AS DESCRIBED LIGHT POLE
 KV0835'68 DESCRIBED IN RM 1 DIRECTIONS IS NOW A METAL POLE WITH LIGHT
 KV0835'ONLY - NO POWER OR PHONE LINES.
 KV0835
 KV0835                          STATION RECOVERY (1987)
 KV0835
 KV0835'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0835'RECOVERED IN GOOD CONDITION.
 KV0835
 KV0835                          STATION RECOVERY (1988)
 KV0835
 KV0835'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KV0835'THE STATION WAS RECOVERED IN GOOD CONDITION. THE 1964 RECOVERY TEXT IS
 KV0835'ADEQUATE FOR RECOVERY EXECPT THAT THE SHORAN TOWER IS NOW GONE AND THE
 KV0835'STATION IS NOW IN THE NW CORNER OF A PAVED VOLLEYBALL/BASKETBALL
 KV0835'COURT. REFERENCE MARK NO 1 WAS RECOVERED IN GOOD CONDITION. THE
 KV0835'AZIMUTH MARK IS NOT V.G. AND WAS NOT SEARCHED FOR. TIDAL BENCH MARK NO
 KV0835'5 WAS RECOVERED IN GOOD CONDITION.
 KV0835
 KV0835                          STATION RECOVERY (1990)
 KV0835
 KV0835'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0835'RECOVERED IN GOOD CONDITION.
 KV0835
 KV0835                          STATION RECOVERY (1990)
 KV0835
 KV0835'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV0835'THE STATION IS LOCATED IN POINT PLEASANT BEACH BOROUGH, AT THE
 KV0835'MANASQUAN COAST GUARD STATION, ON THE SOUTH SHORE OF THE MANASQUAN
 KV0835'INLET. TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 35 AND
 KV0835'BROADWAY, JUST SOUTH OF THE ROUTE 35 BRIDGE OVER THE MANASQUAN RIVER,
 KV0835'GO 0.8 MI (1.3 KM) EAST ON BROADWAY TO THE SIGNAL JUNCTION AT OCEAN
 KV0835'AVENUE, TURN LEFT ON OCEAN AVENUE, THAT BECOMES A ONE WAY STREET
 KV0835'NORTH AT THE INTERSECTION, AND GO 1 BLOCK TO A PARKING LOT AT THE
 KV0835'INLET AHEAD AND INLET DRIVE ON THE LEFT, A ONE WAY STREET, TURN LEFT
 KV0835'AND GO TO THE MAIN COAST GUARD STATION BUILDING AND THE STATION ON
 KV0835'THE LEFT. THE STATION IS 76 FT (23.2 M) NORTH OF THE NORTH CORNER OF
 KV0835'THE BUILDING, 24.0 FT (7.3 M) SOUTHWEST OF THE CURBLINE OF INLET
 KV0835'DRIVE THAT PARALLELS THE INLET, 8 FT (2.4 M) SOUTHWEST OF THE
 KV0835'NORTHEAST SIDE OF THE BITUMINOUS VOLLEYBALL COURT, 3.0 FT (0.9 M)
 KV0835'SOUTHEAST OF THE NORTHWEST SIDE OF THE BALL COURT, 16.0 FT (4.9 M)
 KV0835'SOUTHEAST OF THE CHAIN LINK TYPE FENCE ON THE SOUTHWEST SIDE OF INLET
 KV0835'DRIVE AND IS 0.2 FT (0.1 M) BELOW THE BITUMINOUS PAVING.
 KV0835
 KV0835                          STATION RECOVERY (1994)
 KV0835
 KV0835'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 KV0835'THE STATION IS LOCATED IN POINT PLEASANT BEACH BOROUGH AT THE
 KV0835'MANASQUAN COAST GUARD STATION ON THE SOUTH SHORE OF THE MANASQUAN
 KV0835'INLET.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 35 AND
 KV0835'BROADWAY, JUST SOUTH OF THE ROUTE 35 BRIDGE OVER THE MANASQUAN RIVER,
 KV0835'GO 0.8 MI (1.3 KM) EAST ON BROADWAY TO THE SIGNAL JUNCTION AT OCEAN
 KV0835'AVENUE.  TURN LEFT ON OCEAN AVENUE, WHICH BECOMES A ONE WAY STREET
 KV0835'NORTH AT THE INTERSECTION AND GO ONE BLOCK TO A PARKING LOT AT THE
 KV0835'INLET AHEAD AND INLET DRIVE ON THE LEFT, A ONE WAY STREET.  TURN LEFT
 KV0835'AND GO TO THE MAIN COAST GUARD STATION BUILDING AND THE STATION ON THE
 KV0835'LEFT.  THE STATION IS 76 FT (23.2 M) NORTH OF THE NORTH CORNER OF THE
 KV0835'BUILDING, 24.0 FT (7.3 M) SOUTHWEST OF THE CURBLINE OF INLET DRIVE
 KV0835'THAT PARALLELS THE INLET, 8 FT (2.4 M) SOUTHWEST OF THE NORTHEAST SIDE
 KV0835'OF THE BITUMINOUS VOLLEYBALL COURT, 3.0 FT (0.9 M) SOUTHEAST OF THE
 KV0835'NORTHWEST SIDE OF THE BALL COURT, 16.0 FT (4.9 M) SOUTHEAST OF THE
 KV0835'CHAIN LINK TYPE FENCE ON THE SOUTHWEST SIDE OF INLET DRIVE AND IS 0.2
 KV0835'FT (6.1 CM) BELOW THE BITUMINOUS PAVING.
 KV0835
 KV0835                          STATION RECOVERY (1996)
 KV0835
 KV0835'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV0835'RECOVERED AS DESCRIBED.
 KV0835
 KV0835                          STATION RECOVERY (2001)
 KV0835
 KV0835'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV0835'RECOVERED IN GOOD CONDITION.
 KV0835
 KV0835                          STATION RECOVERY (2002)
 KV0835
 KV0835'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 KV0835'RECOVERED IN GOOD CONDITION.
 KV0835
 KV0835                          STATION RECOVERY (2003)
 KV0835
 KV0835'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 KV0835'RECOVERED IN GOOD CONDITION.
 KV0835
 KV0835                          STATION RECOVERY (2004)
 KV0835
 KV0835'RECOVERY NOTE BY EAST COAST ENGINEERING 2004 (JFP)
 KV0835'NEED TO MAKE ARRANGEMENTS WITH US COAST GUARD TO USE THIS POINT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0838 ***********************************************************************
 KV0838  DESIGNATION -  MAN AZ MK
 KV0838  PID         -  KV0838
 KV0838  STATE/COUNTY-  NJ/OCEAN
 KV0838  USGS QUAD   -  POINT PLEASANT (1989)
 KV0838
 KV0838                         *CURRENT SURVEY CONTROL
 KV0838  ___________________________________________________________________
 KV0838* NAD 83(1986)-  40 06 00.     (N)    074 03 03.     (W)     SCALED    
 KV0838* NAVD 88     -        11.141  (meters)      36.55   (feet)  ADJUSTED  
 KV0838  ___________________________________________________________________
 KV0838  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV0838  DYNAMIC HT  -          11.136 (meters)      36.54  (feet)  COMP
 KV0838  MODELED GRAV-     980,156.9   (mgal)                       NAVD 88
 KV0838
 KV0838  VERT ORDER  -  FIRST     CLASS II
 KV0838
 KV0838.The horizontal coordinates were scaled from a topographic map and have
 KV0838.an estimated accuracy of +/- 6 seconds.
 KV0838
 KV0838.The orthometric height was determined by differential leveling
 KV0838.and adjusted by the National Geodetic Survey in March 2001..
 KV0838
 KV0838.The geoid height was determined by GEOID03.
 KV0838
 KV0838.The dynamic height is computed by dividing the NAVD 88
 KV0838.geopotential number by the normal gravity value computed on the
 KV0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0838.degrees latitude (g = 980.6199 gals.).
 KV0838
 KV0838.The modeled gravity was interpolated from observed gravity values.
 KV0838
 KV0838;                    North         East    Units  Estimated Accuracy
 KV0838;SPC NJ       -   140,710.      188,300.      MT  (+/- 180 meters Scaled)
 KV0838
 KV0838                          SUPERSEDED SURVEY CONTROL
 KV0838
 KV0838  NAVD 88 (??/??/92)   11.156  (m)           36.60   (f) UNKNOWN     3 0
 KV0838  NGVD 29 (04/16/92)   11.492  (m)           37.70   (f) ADJUSTED    1 1
 KV0838
 KV0838.Superseded values are not recommended for survey control.
 KV0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0838.See file dsdata.txt to determine how the superseded data were derived.
 KV0838
 KV0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK809392(NAD 83)
 KV0838_MARKER: DZ = AZIMUTH MARK DISK
 KV0838_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV0838+WITH SETTING: PAVEMENT
 KV0838_SP_SET: BRIDGE SIDEWALK
 KV0838_STAMPING: MAN 1962
 KV0838_MARK LOGO: CGS   
 KV0838_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0838+STABILITY: SURFACE MOTION
 KV0838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0838+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2001
 KV0838
 KV0838  HISTORY     - Date     Condition        Report By
 KV0838  HISTORY     - 1962     MONUMENTED       CGS
 KV0838  HISTORY     - 1964     GOOD             CGS
 KV0838  HISTORY     - 1987     GOOD             USPSQD
 KV0838  HISTORY     - 1990     GOOD             USPSQD
 KV0838  HISTORY     - 19900823 GOOD             NJGS
 KV0838  HISTORY     - 19960909 GOOD             NJGS
 KV0838  HISTORY     - 20010417 GOOD             NJGS
 KV0838
 KV0838                          STATION DESCRIPTION
 KV0838
 KV0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0838'0.8 MI N FROM PT PLEASANT BEACH.
 KV0838'0.55 MILE NORTH ALONG THE NEW YORK AND LONG BRANCH RAILROAD FROM
 KV0838'THE STATION AT POINT PLEASANT BEACH, THENCE 0.1 MILE WEST ALONG
 KV0838'BROADWAY, THENCE 0.2 MILE NORTH ALONG STATE HIGHWAY 35, AT THE
 KV0838'SOUTH END OF THE HIGHWAY BRIDGE OVER THE MANASQUAN RIVER, 31 FEET
 KV0838'NORTH OF THE SOUTH END OF THE BRIDGE, 1.2 FEET WEST OF THE WEST
 KV0838'CURB OF THE BRIDGE AND SET IN THE TOP OF THE WEST CONCRETE
 KV0838'SIDEWALK OF BRIDGE.
 KV0838
 KV0838                          STATION RECOVERY (1987)
 KV0838
 KV0838'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0838'RECOVERED IN GOOD CONDITION.
 KV0838
 KV0838                          STATION RECOVERY (1990)
 KV0838
 KV0838'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0838'RECOVERED IN GOOD CONDITION.
 KV0838
 KV0838                          STATION RECOVERY (1990)
 KV0838
 KV0838'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV0838'THE STATION IS LOCATED IN THE NORTHWEST PART OF POINT PLEASANT
 KV0838'BOROUGH, IN THE WEST SIDEWALK, 30.0 FT (9.1 M) NORTH FROM THE SOUTH
 KV0838'END OF THE STATE ROUTE 35 HIGHWAY BRIDGE, STRUCTURE NO 1506 152, MILE
 KV0838'14.62, OVER THE MANASQUAN RIVER, 1.5 FEET WEST OF THE CURBLINE AND
 KV0838'FLUSH IN THE SIDEWALK. TO REACH THE STATION FROM THE JUNCTION OF
 KV0838'STATE ROUTES 35 AND 71 IN BRIELLE BOROUGH, ON THE NORTH SIDE OF THE
 KV0838'MANASQUAN RIVER, GO 0.75 MI (1.21 KM) SOUTH ON ROUTE 35, CROSSING THE
 KV0838'RIVER, TO THE SOUTH END OF THE BRIDGE AND THE STATION ON THE RIGHT.
 KV0838
 KV0838                          STATION RECOVERY (1996)
 KV0838
 KV0838'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV0838'RECOVERED AS DESCRIBED.
 KV0838
 KV0838                          STATION RECOVERY (2001)
 KV0838
 KV0838'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV0838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0834 ***********************************************************************
 KV0834  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0834  DESIGNATION -  MAN RM 1
 KV0834  PID         -  KV0834
 KV0834  STATE/COUNTY-  NJ/OCEAN
 KV0834  USGS QUAD   -  POINT PLEASANT (1989)
 KV0834
 KV0834                         *CURRENT SURVEY CONTROL
 KV0834  ___________________________________________________________________
 KV0834* NAD 83(1996)-  40 06 11.17462(N)    074 02 13.99651(W)     ADJUSTED  
 KV0834* NAVD 88     -         1.962  (meters)       6.44   (feet)  ADJUSTED  
 KV0834  ___________________________________________________________________
 KV0834  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 KV0834  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV0834  DYNAMIC HT  -           1.961 (meters)       6.43  (feet)  COMP
 KV0834  MODELED GRAV-     980,157.0   (mgal)                       NAVD 88
 KV0834
 KV0834  HORZ ORDER  -  THIRD
 KV0834  VERT ORDER  -  FIRST     CLASS II
 KV0834
 KV0834.The horizontal coordinates were established by classical geodetic methods
 KV0834.and adjusted by the National Geodetic Survey in May 2000..
 KV0834
 KV0834.The orthometric height was determined by differential leveling
 KV0834.and adjusted by the National Geodetic Survey in March 2001..
 KV0834
 KV0834.This Tidal Bench Mark is designated as VM 2598
 KV0834.by the Center for Operational Oceanographic Products and Services.
 KV0834
 KV0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0834
 KV0834.The geoid height was determined by GEOID03.
 KV0834
 KV0834.The dynamic height is computed by dividing the NAVD 88
 KV0834.geopotential number by the normal gravity value computed on the
 KV0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0834.degrees latitude (g = 980.6199 gals.).
 KV0834
 KV0834.The modeled gravity was interpolated from observed gravity values.
 KV0834
 KV0834;                    North         East     Units Scale Factor Converg.
 KV0834;SPC NJ       -   141,064.129   189,455.090   MT  0.99991916   +0 17 53.2
 KV0834;SPC NJ       -   462,807.90    621,570.57   sFT  0.99991916   +0 17 53.2
 KV0834;UTM  18      - 4,439,645.005   582,059.433   MT  0.99968289   +0 37 12.8
 KV0834
 KV0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0834!SPC NJ       -   1.00000487  x   0.99991916  =   0.99992403
 KV0834!UTM  18      -   1.00000487  x   0.99968289  =   0.99968776
 KV0834
 KV0834                          SUPERSEDED SURVEY CONTROL
 KV0834
 KV0834  NAVD 88 (??/??/92)    1.958  (m)            6.42   (f) UNKNOWN     3 0
 KV0834  NGVD 29 (04/16/92)    2.293  (m)            7.52   (f) ADJUSTED    1 1
 KV0834
 KV0834.Superseded values are not recommended for survey control.
 KV0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0834.See file dsdata.txt to determine how the superseded data were derived.
 KV0834
 KV0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8205939645(NAD 83)
 KV0834_MARKER: DR = REFERENCE MARK DISK
 KV0834_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0834_SP_SET: SIDEWALK
 KV0834_STAMPING: MAN NO 1 1962
 KV0834_MARK LOGO: CGS   
 KV0834_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0834+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2001
 KV0834
 KV0834  HISTORY     - Date     Condition        Report By
 KV0834  HISTORY     - 1962     MONUMENTED       CGS
 KV0834  HISTORY     - 1964     GOOD             CGS
 KV0834  HISTORY     - 1976     GOOD             NGS
 KV0834  HISTORY     - 1987     GOOD             USPSQD
 KV0834  HISTORY     - 1990     GOOD             USPSQD
 KV0834  HISTORY     - 19900823 GOOD             NJGS
 KV0834  HISTORY     - 19960909 GOOD             NJGS
 KV0834  HISTORY     - 20010417 GOOD             NJGS
 KV0834  HISTORY     - 20020718 GOOD             USGS
 KV0834
 KV0834                          STATION DESCRIPTION
 KV0834
 KV0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0834'1.4 MI NE FROM PT PLEASANT BEACH.
 KV0834'0.55 MILE NORTH ALONG THE NEW YORK AND LONG BRANCH RAILROAD FROM
 KV0834'THE STATION AT POINT PLEASANT BEACH, THENCE 0.65 MILE EAST ALONG
 KV0834'BROADWAY, THENCE 0.1 MILE NORTH ALONG OCEAN AVENUE, THENCE 0.1
 KV0834'MILE NORTHWEST ALONG INLET DRIVE, AT THE COAST GUARD STATION, 34
 KV0834'FEET SOUTHEAST OF STREET LIGHT POLE NO. 68, 19 FEET NORTHEAST
 KV0834'OF THE CENTER LINE OF INLET DRIVE, 4 FEET NORTHEAST OF NORTH
 KV0834'CURB OF INLET DRIVE, 87.3 FEET EAST OF THE STATION DESCRIBED, 71
 KV0834'FEET NORTH OF BENCH MARK 5, SET IN THE TOP OF A CONCRETE SIDEWALK.
 KV0834
 KV0834                          STATION RECOVERY (1976)
 KV0834
 KV0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KV0834'RECOVERED IN GOOD CONDITION.
 KV0834
 KV0834                          STATION RECOVERY (1987)
 KV0834
 KV0834'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0834'RECOVERED IN GOOD CONDITION.
 KV0834
 KV0834                          STATION RECOVERY (1990)
 KV0834
 KV0834'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0834'RECOVERED IN GOOD CONDITION.
 KV0834
 KV0834                          STATION RECOVERY (1990)
 KV0834
 KV0834'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV0834'THE MARK IS LOCATED IN POINT PLEASANT BEACH BOROUGH, AT THE MANASQUAN
 KV0834'COAST GUARD STATION, ON THE SOUTH SHORE OF THE MANASQUAN INLET. TO
 KV0834'REACH THE MARK FROM THE JUNCTION OF STATE ROUTE 35 AND BROADWAY, JUST
 KV0834'SOUTH OF THE ROUTE 35 BRIDGE OVER THE MANASQUAN RIVER, GO 0.8 MI
 KV0834'(1.3 KM) EAST ON BROADWAY TO THE SIGNAL JUNCTION AT OCEAN AVENUE,
 KV0834'TURN LEFT ON OCEAN AVENUE, THAT BECOMES A ONE WAY STREET NORTH AT THE
 KV0834'JUNCTION, AND GO 1 BLOCK TO A PARKING LOT AT THE INLET AHEAD AND
 KV0834'INLET DRIVE ON THE LEFT, A ONE WAY STREET, TURN LEFT AND GO TO THE
 KV0834'MAIN COAST GUARD STATION BUILDING ON THE LEFT AND THE STATION ON THE
 KV0834'RIGHT. THE MARK IS 19.0 FT (5.8 M) NORTHEAST OF THE INLET DRIVE
 KV0834'CENTERLINE, 87.3 FT (26.6 M) EAST OF STATION, MAN, ACROSS INLET
 KV0834'DRIVE, 34.0 FT (10.4 M) SOUTHEAST OF A LIGHT POLE, 4.0 FT (1.2 M)
 KV0834'NORTHEAST OF THE CURBLINE AND FLUSH IN THE SIDEWALK.
 KV0834
 KV0834                          STATION RECOVERY (1996)
 KV0834
 KV0834'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV0834'RECOVERED AS DESCRIBED.
 KV0834
 KV0834                          STATION RECOVERY (2001)
 KV0834
 KV0834'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV0834'RECOVERED IN GOOD CONDITION.
 KV0834
 KV0834                          STATION RECOVERY (2002)
 KV0834
 KV0834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 KV0834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4025 ***********************************************************************
 JU4025  DESIGNATION -  MANAHAWKIN PRIMARY PAIR 1
 JU4025  PID         -  JU4025
 JU4025  STATE/COUNTY-  NJ/OCEAN
 JU4025  USGS QUAD   -  WEST CREEK (1972)
 JU4025
 JU4025                         *CURRENT SURVEY CONTROL
 JU4025  ___________________________________________________________________
 JU4025* NAD 83(1996)-  39 42 09.30020(N)    074 16 27.83657(W)     ADJUSTED  
 JU4025* NAVD 88     -        15.1    (meters)      50.     (feet)  GPS OBS   
 JU4025  ___________________________________________________________________
 JU4025  X           -   1,331,804.777 (meters)                     COMP
 JU4025  Y           -  -4,729,932.537 (meters)                     COMP
 JU4025  Z           -   4,052,622.154 (meters)                     COMP
 JU4025  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 JU4025  ELLIP HEIGHT-         -18.14  (meters)          (09/23/02) GPS OBS
 JU4025  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JU4025
 JU4025  HORZ ORDER  -  B
 JU4025  ELLP ORDER  -  FOURTH    CLASS I
 JU4025
 JU4025.The horizontal coordinates were established by GPS observations
 JU4025.and adjusted by the National Geodetic Survey in July 1997..
 JU4025
 JU4025.The orthometric height was determined by GPS observations and a
 JU4025.high-resolution geoid model.
 JU4025
 JU4025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4025
 JU4025.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4025
 JU4025.The ellipsoidal height was determined by GPS observations
 JU4025.and is referenced to NAD 83.
 JU4025
 JU4025.The geoid height was determined by GEOID03.
 JU4025
 JU4025;                    North         East     Units Scale Factor Converg.
 JU4025;SPC NJ       -    96,519.346   169,346.330   MT  0.99990461   +0 08 38.8
 JU4025;SPC NJ       -   316,663.89    555,597.08   sFT  0.99990461   +0 08 38.8
 JU4025;UTM  18      - 4,394,999.357   562,205.265   MT  0.99964764   +0 27 48.7
 JU4025
 JU4025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4025!SPC NJ       -   1.00000285  x   0.99990461  =   0.99990746
 JU4025!UTM  18      -   1.00000285  x   0.99964764  =   0.99965048
 JU4025
 JU4025:                Primary Azimuth Mark                     Grid Az
 JU4025:SPC NJ       -  MANAHAWKIN PRIMARY PAIR 2                208 07 57.3
 JU4025:UTM  18      -  MANAHAWKIN PRIMARY PAIR 2                207 48 47.4
 JU4025
 JU4025|---------------------------------------------------------------------|
 JU4025| PID    Reference Object                     Distance      Geod. Az  |
 JU4025|                                                           dddmmss.s |
 JU4025| JU4026 MANAHAWKIN PRIMARY PAIR 2           APPROX. 0.5 KM 2081636.1 |
 JU4025|---------------------------------------------------------------------|
 JU4025
 JU4025                          SUPERSEDED SURVEY CONTROL
 JU4025
 JU4025  ELLIP H (07/24/97)  -18.14   (m)                       GP(       ) 3 2
 JU4025  NAD 83(1992)-  39 42 09.29957(N)    074 16 27.83623(W) AD(       ) B
 JU4025  ELLIP H (04/16/93)  -18.19   (m)                       GP(       ) 3 1
 JU4025  NAD 83(1986)-  39 42 09.29322(N)    074 16 27.83254(W) AD(       ) 1
 JU4025  ELLIP H (01/27/92)  -18.09   (m)                       GP(       ) 4 1
 JU4025  NAD 83(1986)-  39 42 09.28925(N)    074 16 27.83183(W) AD(       ) 2
 JU4025  NAD 27      -  39 42 08.86772(N)    074 16 29.32317(W) AD(       ) 2
 JU4025  NGVD 29 (08/10/88)   15.6    (m)           51.     (f) GPS OBS        
 JU4025
 JU4025.Superseded values are not recommended for survey control.
 JU4025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4025.See file dsdata.txt to determine how the superseded data were derived.
 JU4025
 JU4025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6220594999(NAD 83)
 JU4025_MARKER: I = METAL ROD
 JU4025_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JU4025_SP_SET: DRIVEN INTO GROUND
 JU4025_STAMPING: MANAHAWKIN PP 1 1987
 JU4025_MARK LOGO: AEROS 
 JU4025_PROJECTION: RECESSED 10 CENTIMETERS
 JU4025_MAGNETIC: I = MARKER IS A STEEL ROD
 JU4025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4025+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1992
 JU4025_ROD/PIPE-DEPTH: 6.1  meters
 JU4025
 JU4025  HISTORY     - Date     Condition        Report By
 JU4025  HISTORY     - 1987     MONUMENTED       AEROS
 JU4025  HISTORY     - 1987     GOOD             AEROS
 JU4025  HISTORY     - 19900812 GOOD             NJGS
 JU4025  HISTORY     - 19920603 GOOD             NJGS
 JU4025  HISTORY     - 20010630 MARK NOT FOUND   TWT
 JU4025
 JU4025                          STATION DESCRIPTION
 JU4025
 JU4025'DESCRIBED BY AERO SERVICE CORPORATION 1987 (UNK)
 JU4025'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 JU4025'WEST OF THE TOWN OF MANAHAWKIN,
 JU4025'2.1 KM (1.3 MI) NORTH-NORTHWEST OF MAYETTA, 9.6 KM (6.0 MI)
 JU4025'EAST-SOUTHEAST OF WARREN GROVE, WITHIN THE BOUNDARY OF THE
 JU4025'MANAHAWKIN AIRPORT.
 JU4025'OWNERSHIP--MRS. ETHEL HASLBECK, 78 BRIGHTON ROAD, BARNEGAT, NEW
 JU4025'JERSEY 08050.  MANAGER--MS. BARBARA DURHAM, RT. 72, MANAHAWKIN, NEW
 JU4025'JERSEY 08050.
 JU4025'
 JU4025'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MANAHAWKIN, OCEAN
 JU4025'COUNTY, NEW JERSEY,  GO WEST FOR 1.77 KM (1.1 MI) ON BAY AVENUE TO
 JU4025'THE JUNCTION OF U.S. HIGHWAY 9.
 JU4025'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.48 KM (0.3 MI) ON BAY
 JU4025'AVENUE TO WEST BOUND STATE ROUTE 72.  BEAR RIGHT AND GO NORTHWEST
 JU4025'FOR 0.97 KM (0.6 MI) ON WEST BOUND STATE ROUTE 72 TO THE ENTRANCE
 JU4025'OF THE MANAHAWKIN AIRPORT ON THE LEFT.  STATION CAN ALSO BE REACHED
 JU4025'FROM THE JUNCTION OF STATE ROUTE 72 AND THE GARDEN STATE PARKWAY IN
 JU4025'OCEAN COUNTY, NEW JERSEY, BY GOING SOUTHEAST FOR 1.13 KM (0.7 MI)
 JU4025'ON STATE ROUTE 72 TO THE ENTRANCE OF THE MANAHAWKIN AIRPORT ON THE
 JU4025'RIGHT AND THE STATION AS DESCRIBED.
 JU4025'
 JU4025'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JU4025'FLANGE WITH ACCESS COVER IS STAMPED---MANAHAWKIN PP1 1987---, AND IS
 JU4025'FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JU4025'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT THE DEPTH OF 6.1 METERS (20
 JU4025'FT), AND IS RECESSED 10 CM BELOW THE GROUND.  LOCATED
 JU4025'12.5 METERS (41.0 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF THE
 JU4025'RUNWAY,
 JU4025'14.9 METERS (49.0 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE TAXIWAY
 JU4025'LEADING TO THE RUNWAY,
 JU4025'0.7 METERS (2.5 FT) NORTH-NORTHEAST FROM A CARSONITE WITNESS POST.
 JU4025
 JU4025                          STATION RECOVERY (1987)
 JU4025
 JU4025'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 JU4025'RECOVERED IN GOOD CONDITION.
 JU4025
 JU4025                          STATION RECOVERY (1990)
 JU4025
 JU4025'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU4025'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) WEST FROM THE TOWN OF
 JU4025'MANAHAWKIN, 2.1 KM (1.3 MI) NORTH NORTHWEST OF MAYETTA, 9.6 KM
 JU4025'(6.0 MI) EAST SOUTHEAST OF WARREN GROVE, WITHIN THE BOUNDARY OF THE
 JU4025'MANAHAWKIN AIRPORT.  OWNERSHIP, MRS ETHEL HASLBECK, 78 BRIGHTON ROAD,
 JU4025'BARNEGAT, NEW JERSEY 08050.  THE AIRPORT MANAGER IS BARBARA DURHAM,
 JU4025'ROUTE 72, MANAHAWKIN, NEW JERSEY 08050, BUSINESS PHONE 609 597 4152
 JU4025'OR HOME PHONE 609 597 5360.  TO REACH THE STATION FROM THE U.S. POST
 JU4025'OFFICE IN MANAHAWKIN, GO WEST FOR 1.77 KM (1.10 MI) ON BAY AVENUE TO
 JU4025'THE JUNCTION WTIH U.S. HIGHWAY 9. CONTINUE STRAIGHT AHEAD AND GO WEST
 JU4025'FOR 0.48 KM (0.30 MI) ON BAY AVENUE TO THE JUNCTION WITH STATE
 JU4025'HIGHWAY 72.  BEAR RIGHT AND GO NORTHWEST FOR 0.97 KM (0.60 MI) ON
 JU4025'WESTBOUND STATE HIGHWAY 72 TO THE ENTRANCE OF THE MANAHAWKIN AIRPORT
 JU4025'ON THE LEFT.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 JU4025'72 AND THE GARDEN STATE PARKWAY, GO SOUTHEAST ON STATE HIGHWAY 72 FOR
 JU4025'1.13 KM (0.70 MI) TO THE ENTRANCE TO THE MANAHAWKIN AIRPORT ON THE
 JU4025'RIGHT AND THE STATION.  THE STATION IS A STANDARD NGS THREE
 JU4025'DIMENSIONAL MARK. THE LOGO FLANGE WITH ACCESS COVER IS STAMPED
 JU4025'MANAHAWKIN PP1 1987 AND IS SET FLUSH WITH THE GROUND.  THE STATION
 JU4025'IS A NINE SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD DRIVEN TO
 JU4025'REFUSAL AT A DEPTH OF 6.1 M (20.0 FT) AND IS RECESSED 10 CM BELOW THE
 JU4025'GROUND.  THE STATION IS 12.5 M (41.0 FT) EAST SOUTHEAST FROM THE
 JU4025'CENTERLINE OF THE RUNWAY, 14.9 M (48.9 FT) SOUTH SOUTHWEST FROM THE
 JU4025'CENTER OF THE TAXIWAY LEADING TO THE RUNWAY AND 0.7 M (2.3 FT) NORTH
 JU4025'NORTHEAST FROM A CARSONITE WITNESS POST.
 JU4025
 JU4025                          STATION RECOVERY (1992)
 JU4025
 JU4025'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 JU4025'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) WEST FROM THE TOWN OF
 JU4025'MANAHAWKIN, 2.1 KM (1.30 MI) NORTH NORTHWEST OF MAYETTA, 9.6 KM
 JU4025'(5.95 MI) EAST SOUTHEAST OF WARREN GROVE AND ON THE CLOSED MANAHAWKIN
 JU4025'AIRPORT IN CONSTRUCTION AT A FUTURE WALMART DEPARTMENT STORE.  TO
 JU4025'REACH THE STATION FROM THE U.S. POST OFFICE IN MANAHAWKIN, GO WEST
 JU4025'FOR 1.77 KM (1.10 MI) ON BAY AVENUE TO THE JUNCTION WITH U.S. HIGHWAY
 JU4025'9.  CONTINUE AHEAD FOR 0.48 KM (0.30 MI) ON BAY AVENUE TO THE
 JU4025'JUNCTION WITH STATE HIGWAY 72.  BEAR RIGHT AND GO NORTHWEST FOR 0.97
 JU4025'KM (0.60 MI) ON WESTBOUND STATE HIGHWAY 72 TO THE ENTRANCE TO THE
 JU4025'AIRPORT ON THE LEFT.  THE STATION CAN ALSO BE REACHED FROM STATE
 JU4025'HIGHWAY 72 JUNCTION WITH THE GARDEN STATE PARKWAY BY GOING EAST ON
 JU4025'STATE HIGHWAY 72 FOR 1.13 KM (0.70 MI) AND THE AIRPORT ON THE RIGHT.
 JU4025'THERE IS AN EFFORT BEING MADE TO SAVE THE STATION WHICH IS A
 JU4025'STANDARD NGS THREE DIMENTIONAL ROD WITHIN A FLANGED ACCESS COVER.
 JU4025'THERE IS A CARSONITE WITNESS POST 0.7 METERS (2.3 FT) SOUTH OF THE
 JU4025'STATION.
 JU4025
 JU4025                          STATION RECOVERY (2001)
 JU4025
 JU4025'RECOVERY NOTE BY TWT CONS ENG 2001 (RMF)
 JU4025'NOT FOUND. THIS AREA IS NOW A PARKING LOT FOR A SHOPPING CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5217 ***********************************************************************
 KV5217  DESIGNATION -  MANASQUAN FIRST PRESB CHURCH
 KV5217  PID         -  KV5217
 KV5217  STATE/COUNTY-  NJ/MONMOUTH
 KV5217  USGS QUAD   -  POINT PLEASANT (1989)
 KV5217
 KV5217                         *CURRENT SURVEY CONTROL
 KV5217  ___________________________________________________________________
 KV5217* NAD 83(1996)-  40 07 17.60992(N)    074 03 15.80550(W)     ADJUSTED  
 KV5217* NAVD 88     -                                                        
 KV5217  ___________________________________________________________________
 KV5217  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 KV5217  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KV5217
 KV5217  HORZ ORDER  -  THIRD
 KV5217
 KV5217.The horizontal coordinates were established by classical geodetic methods
 KV5217.and adjusted by the National Geodetic Survey in September 1999..
 KV5217
 KV5217
 KV5217.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5217
 KV5217.The geoid height was determined by GEOID03.
 KV5217
 KV5217;                    North         East     Units Scale Factor Converg.
 KV5217;SPC NJ       -   143,105.561   187,981.027   MT  0.99991775   +0 17 13.8
 KV5217;SPC NJ       -   469,505.49    616,734.42   sFT  0.99991775   +0 17 13.8
 KV5217;UTM  18      - 4,441,677.634   580,574.267   MT  0.99967992   +0 36 33.8
 KV5217
 KV5217                          SUPERSEDED SURVEY CONTROL
 KV5217
 KV5217  NAD 83(1986)-  40 07 17.60235(N)    074 03 15.79913(W) AD(       ) 4
 KV5217  NAD 27      -  40 07 17.18800(N)    074 03 17.30200(W) AD(       ) 3
 KV5217
 KV5217.Superseded values are not recommended for survey control.
 KV5217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5217.See file dsdata.txt to determine how the superseded data were derived.
 KV5217
 KV5217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8057441678(NAD 83)
 KV5217_MARKER: 90 = CHURCH SPIRE
 KV5217
 KV5217  HISTORY     - Date     Condition        Report By
 KV5217  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5217  HISTORY     - 1962     GOOD             CGS
 KV5217  HISTORY     - 1984     GOOD             USPSQD
 KV5217  HISTORY     - 19920809 GOOD             USPSQD
 KV5217
 KV5217                          STATION DESCRIPTION
 KV5217
 KV5217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5217'STATION IS THE FINIAL ON THE RED CHURCH SPIRE OF THE FIRST
 KV5217'PRESBYTERIAN CHURCH A RED BRICK BUILDING, IN MANASQUAN.
 KV5217
 KV5217                          STATION RECOVERY (1962)
 KV5217
 KV5217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5217'RECOVERED AS DESCRIBED.  THE SPIRE HAS NOT BEEN ALTERED TO THE
 KV5217'KNOWLEDGE OF THE CARETAKER, ALTHOUGH WORK IS BEING DONE AT THE
 KV5217'PRESENT TIME ON THE TOWER BELOW.
 KV5217
 KV5217                          STATION RECOVERY (1984)
 KV5217
 KV5217'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5217'STATION FOUND GOOD.
 KV5217'
 KV5217'RECOVERED AS DESCRIBED.  LOCATED ON CORNER OF SOUTH ST AND VIRGINIA
 KV5217'AVE.
 KV5217
 KV5217                          STATION RECOVERY (1992)
 KV5217
 KV5217'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5161 ***********************************************************************
 KV5161  DESIGNATION -  MANASQUAN HOLY TRINITY LUTH CH
 KV5161  PID         -  KV5161
 KV5161  STATE/COUNTY-  NJ/MONMOUTH
 KV5161  USGS QUAD   -  ASBURY PARK (1989)
 KV5161
 KV5161                         *CURRENT SURVEY CONTROL
 KV5161  ___________________________________________________________________
 KV5161* NAD 83(1996)-  40 07 32.78332(N)    074 03 10.23983(W)     ADJUSTED  
 KV5161* NAVD 88     -                                                        
 KV5161  ___________________________________________________________________
 KV5161  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 KV5161  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KV5161
 KV5161  HORZ ORDER  -  THIRD
 KV5161
 KV5161.The horizontal coordinates were established by classical geodetic methods
 KV5161.and adjusted by the National Geodetic Survey in September 1999..
 KV5161
 KV5161
 KV5161.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5161
 KV5161.The geoid height was determined by GEOID03.
 KV5161
 KV5161;                    North         East     Units Scale Factor Converg.
 KV5161;SPC NJ       -   143,574.180   188,110.447   MT  0.99991787   +0 17 17.5
 KV5161;SPC NJ       -   471,042.96    617,159.02   sFT  0.99991787   +0 17 17.5
 KV5161;UTM  18      - 4,442,146.862   580,701.019   MT  0.99968017   +0 36 37.6
 KV5161
 KV5161                          SUPERSEDED SURVEY CONTROL
 KV5161
 KV5161  NAD 83(1986)-  40 07 32.77714(N)    074 03 10.23203(W) AD(       ) 4
 KV5161  NAD 27      -  40 07 32.36200(N)    074 03 11.73800(W) AD(       ) 3
 KV5161
 KV5161.Superseded values are not recommended for survey control.
 KV5161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5161.See file dsdata.txt to determine how the superseded data were derived.
 KV5161
 KV5161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8070142147(NAD 83)
 KV5161_MARKER: 90 = CHURCH SPIRE
 KV5161
 KV5161  HISTORY     - Date     Condition        Report By
 KV5161  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5161  HISTORY     - 1962     GOOD             CGS
 KV5161  HISTORY     - 1984     GOOD             USPSQD
 KV5161  HISTORY     - 19920809 GOOD             USPSQD
 KV5161
 KV5161                          STATION DESCRIPTION
 KV5161
 KV5161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5161'STATION IS THE FINIAL ON THE WHITE CHURCH SPIRE OF THE HOLY
 KV5161'TRINITY LUTHERAN CHURCH IN MANASQUAN.
 KV5161
 KV5161                          STATION RECOVERY (1962)
 KV5161
 KV5161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5161'RECOVERED IN GOOD CONDITION AS DESCRIBED, AT THE CORNER OF MAIN
 KV5161'STREET AND OSBORN AVENUE.
 KV5161
 KV5161                          STATION RECOVERY (1984)
 KV5161
 KV5161'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5161'STATION FOUND GOOD.
 KV5161'
 KV5161'RECOVERED AS DESCRIBED BY C.A.S. IN 1962.
 KV5161
 KV5161                          STATION RECOVERY (1992)
 KV5161
 KV5161'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5193 ***********************************************************************
 AI5193  DESIGNATION -  MANASQUAN IN N SKEL TWR NE LEG
 AI5193  PID         -  AI5193
 AI5193  STATE/COUNTY-  NJ/MONMOUTH
 AI5193  USGS QUAD   -  POINT PLEASANT (1989)
 AI5193
 AI5193                         *CURRENT SURVEY CONTROL
 AI5193  ___________________________________________________________________
 AI5193* NAD 83(1996)-  40 06 05.91172(N)    074 01 52.94187(W)     ADJUSTED  
 AI5193* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AI5193  ___________________________________________________________________
 AI5193  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AI5193  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 AI5193
 AI5193  HORZ ORDER  -  THIRD
 AI5193
 AI5193.The horizontal coordinates were established by classical geodetic methods
 AI5193.and adjusted by the National Geodetic Survey in May 2000..
 AI5193
 AI5193.The orthometric height was scaled from a topographic map.
 AI5193
 AI5193.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5193
 AI5193.The geoid height was determined by GEOID03.
 AI5193
 AI5193;                    North         East     Units Scale Factor Converg.
 AI5193;SPC NJ       -   140,904.429   189,954.573   MT  0.99991965   +0 18 06.7
 AI5193;SPC NJ       -   462,283.95    623,209.29   sFT  0.99991965   +0 18 06.7
 AI5193;UTM  18      - 4,439,488.152   582,559.688   MT  0.99968391   +0 37 26.3
 AI5193
 AI5193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5193!SPC NJ       -   1.00000466  x   0.99991965  =   0.99992431
 AI5193!UTM  18      -   1.00000466  x   0.99968391  =   0.99968856
 AI5193
 AI5193                          SUPERSEDED SURVEY CONTROL
 AI5193
 AI5193.No superseded survey control is available for this station.
 AI5193
 AI5193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8256039488(NAD 83)
 AI5193_MARKER: 14 = NAVIGATION LIGHT
 AI5193
 AI5193  HISTORY     - Date     Condition        Report By
 AI5193  HISTORY     - UNK      FIRST OBSERVED
 AI5193  HISTORY     - 1988     GOOD             NOSAMC
 AI5193
 AI5193                          STATION DESCRIPTION
 AI5193
 AI5193'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5193'THE STATION IS THE NE LEG OF THE SKELETON TOWER SUPPORTING THE
 AI5193'MANASQUAN INLET NORTH BREAKWATER LIGHT 4 ON THE NORTH BREAKWATER AT
 AI5193'MANASQUAN INLET. THE STATION WAS POSITIONED AS A HYDROGRAPHIC CONTROL
 AI5193'STATION. POWER IS AVAILABLE AT THE LIGHT BY SOLAR COLLECTER AND
 AI5193'BATTERIES MAINTAINED BY THE U.S. COAST GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5190 ***********************************************************************
 AI5190  DESIGNATION -  MANASQUAN INLET N BKWTR LT 4
 AI5190  PID         -  AI5190
 AI5190  STATE/COUNTY-  NJ/MONMOUTH
 AI5190  USGS QUAD   -  POINT PLEASANT (1989)
 AI5190
 AI5190                         *CURRENT SURVEY CONTROL
 AI5190  ___________________________________________________________________
 AI5190* NAD 83(1996)-  40 06 05.87547(N)    074 01 52.97277(W)     ADJUSTED  
 AI5190* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AI5190  ___________________________________________________________________
 AI5190  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AI5190  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 AI5190
 AI5190  HORZ ORDER  -  THIRD
 AI5190
 AI5190.The horizontal coordinates were established by classical geodetic methods
 AI5190.and adjusted by the National Geodetic Survey in May 2000..
 AI5190
 AI5190.The orthometric height was scaled from a topographic map.
 AI5190
 AI5190.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5190
 AI5190.The geoid height was determined by GEOID03.
 AI5190
 AI5190;                    North         East     Units Scale Factor Converg.
 AI5190;SPC NJ       -   140,903.307   189,953.847   MT  0.99991964   +0 18 06.7
 AI5190;SPC NJ       -   462,280.27    623,206.91   sFT  0.99991964   +0 18 06.7
 AI5190;UTM  18      - 4,439,487.027   582,558.968   MT  0.99968391   +0 37 26.3
 AI5190
 AI5190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5190!SPC NJ       -   1.00000458  x   0.99991964  =   0.99992422
 AI5190!UTM  18      -   1.00000458  x   0.99968391  =   0.99968849
 AI5190
 AI5190                          SUPERSEDED SURVEY CONTROL
 AI5190
 AI5190.No superseded survey control is available for this station.
 AI5190
 AI5190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8255939487(NAD 83)
 AI5190_MARKER: 14 = NAVIGATION LIGHT
 AI5190
 AI5190  HISTORY     - Date     Condition        Report By
 AI5190  HISTORY     - 1988     FIRST OBSERVED   NOSAMC
 AI5190
 AI5190                          STATION DESCRIPTION
 AI5190
 AI5190'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5190'THE STATION IS LOCATED AT THE SE EDGE OF THE TOWN OF MANASQUAN NEAR
 AI5190'THE SOUTHEASTERN END OF THE NORTH BREAKWATER OF MANASQUAN INLET. THE
 AI5190'STATION IS THE CENTER OF THE LIGHT SUPPORTED ON THE SE LEG OF A
 AI5190'SKELETON TOWER. THERE IS A SOLAR COLLECTOR AND BATTERY BOX AT THE ROP
 AI5190'OF THE TOWER. THIS IS LIGHT NO. 37345 IN THE 1988 EDITION OF VOLUME 1
 AI5190'OF THE U.S. COAST GUARD LIGHT LIST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5192 ***********************************************************************
 AI5192  DESIGNATION -  MANASQUAN INLET S BKWTR LT 3
 AI5192  PID         -  AI5192
 AI5192  STATE/COUNTY-  NJ/MONMOUTH
 AI5192  USGS QUAD   -  POINT PLEASANT (1989)
 AI5192
 AI5192                         *CURRENT SURVEY CONTROL
 AI5192  ___________________________________________________________________
 AI5192* NAD 83(1996)-  40 06 01.37670(N)    074 01 54.14515(W)     ADJUSTED  
 AI5192* NAVD 88     -        13.8    (meters)      45.     (feet)  VERTCON   
 AI5192  ___________________________________________________________________
 AI5192  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AI5192  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 AI5192
 AI5192  HORZ ORDER  -  THIRD
 AI5192
 AI5192.The horizontal coordinates were established by classical geodetic methods
 AI5192.and adjusted by the National Geodetic Survey in May 2000..
 AI5192
 AI5192.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI5192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI5192
 AI5192.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5192
 AI5192.The geoid height was determined by GEOID03.
 AI5192
 AI5192;                    North         East     Units Scale Factor Converg.
 AI5192;SPC NJ       -   140,764.416   189,926.812   MT  0.99991962   +0 18 05.9
 AI5192;SPC NJ       -   461,824.59    623,118.22   sFT  0.99991962   +0 18 05.9
 AI5192;UTM  18      - 4,439,348.019   582,532.721   MT  0.99968385   +0 37 25.5
 AI5192
 AI5192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5192!SPC NJ       -   1.00000301  x   0.99991962  =   0.99992263
 AI5192!UTM  18      -   1.00000301  x   0.99968385  =   0.99968686
 AI5192
 AI5192                          SUPERSEDED SURVEY CONTROL
 AI5192
 AI5192  NGVD 29 (05/18/00)   14.2    (m)           47.     (f) VERT ANG       
 AI5192
 AI5192.Superseded values are not recommended for survey control.
 AI5192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5192.See file dsdata.txt to determine how the superseded data were derived.
 AI5192
 AI5192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8253339348(NAD 83)
 AI5192_MARKER: 14 = NAVIGATION LIGHT
 AI5192
 AI5192  HISTORY     - Date     Condition        Report By
 AI5192  HISTORY     - 1988     FIRST OBSERVED   NOSAMC
 AI5192
 AI5192                          STATION DESCRIPTION
 AI5192
 AI5192'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5192'THE STATION IS LOCATED AT THE NE EDGE OF POINT PLEASANT BEACH NEAR THE
 AI5192'SE END OF THE SOUTH BREAKWATER OF MANASQUAN INLET. THE STATION IS THE
 AI5192'CENTER OF THE LIGHT SUPPORTED BY A 4 LEGGED STEEL SKELETON STRUCHURE.
 AI5192'THERE IS A SOLAR COLLECTOR AND BATTRY BOX AT THE TOP OF THE TOWER.
 AI5192'THIS IS LIGHT NUMBER 37350 IN THE 1988 EDITION OF VOLUME 1 OF THE U.S.
 AI5192'COAST GUARD LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5218 ***********************************************************************
 KV5218  DESIGNATION -  MANASQUAN WATER TANK
 KV5218  PID         -  KV5218
 KV5218  STATE/COUNTY-  NJ/MONMOUTH
 KV5218  USGS QUAD   -  POINT PLEASANT (1989)
 KV5218
 KV5218                         *CURRENT SURVEY CONTROL
 KV5218  ___________________________________________________________________
 KV5218* NAD 83(1996)-  40 07 13.68475(N)    074 03 25.89510(W)     ADJUSTED  
 KV5218* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 KV5218  ___________________________________________________________________
 KV5218  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 KV5218  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KV5218
 KV5218  HORZ ORDER  -  THIRD
 KV5218
 KV5218.The horizontal coordinates were established by classical geodetic methods
 KV5218.and adjusted by the National Geodetic Survey in September 1999..
 KV5218
 KV5218.The orthometric height was scaled from a topographic map.
 KV5218
 KV5218.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5218
 KV5218.The geoid height was determined by GEOID03.
 KV5218
 KV5218;                    North         East     Units Scale Factor Converg.
 KV5218;SPC NJ       -   142,983.312   187,742.747   MT  0.99991753   +0 17 07.2
 KV5218;SPC NJ       -   469,104.42    615,952.66   sFT  0.99991753   +0 17 07.2
 KV5218;UTM  18      - 4,441,554.077   580,336.735   MT  0.99967945   +0 36 27.3
 KV5218
 KV5218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5218!SPC NJ       -   0.99999973  x   0.99991753  =   0.99991726
 KV5218!UTM  18      -   0.99999973  x   0.99967945  =   0.99967918
 KV5218
 KV5218                          SUPERSEDED SURVEY CONTROL
 KV5218
 KV5218  NAD 83(1986)-  40 07 13.68025(N)    074 03 25.88880(W) AD(       ) 4
 KV5218  NAD 27      -  40 07 13.26700(N)    074 03 27.38600(W) AD(       ) 3
 KV5218
 KV5218.Superseded values are not recommended for survey control.
 KV5218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5218.See file dsdata.txt to determine how the superseded data were derived.
 KV5218
 KV5218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8033741554(NAD 83)
 KV5218_MARKER: 53 = ELEVATED TANK
 KV5218_SETTING: 0 = UNSPECIFIED SETTING
 KV5218_MARK LOGO: CGS   
 KV5218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5218+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1990
 KV5218
 KV5218  HISTORY     - Date     Condition        Report By
 KV5218  HISTORY     - 1962     FIRST OBSERVED   CGS
 KV5218  HISTORY     - 1962     GOOD             CGS
 KV5218  HISTORY     - 1984     GOOD             USPSQD
 KV5218  HISTORY     - 1987     GOOD             USPSQD
 KV5218  HISTORY     - 1988     GOOD             NOSAMC
 KV5218  HISTORY     - 19890114 GOOD             NJGS
 KV5218  HISTORY     - 19900823 GOOD             NJGS
 KV5218
 KV5218                          STATION DESCRIPTION
 KV5218
 KV5218'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV5218'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  THE TANK
 KV5218'IS A SILVER STEEL STRUCTURE SET UP ON 6 LEGS WITH AN OVERALL
 KV5218'HEIGHT OF ABOUT 125 FEET.  THE TANK IS OWNED BY THE BOROUGH
 KV5218'OF MANASQUAN.
 KV5218'
 KV5218'THE STATION IS ON CITY PROPERTY, JUST SE OF THE INTERSECTION
 KV5218'OF IROQUOIS AVENUE AND NARRUMSON STREET IN MANASQUAN.
 KV5218
 KV5218                          STATION RECOVERY (1962)
 KV5218
 KV5218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 KV5218'RECOVERED IN GOOD CONDITION.
 KV5218
 KV5218                          STATION RECOVERY (1984)
 KV5218
 KV5218'RECOVERY NOTE BY US POWER SQUADRON 1984 (JHF)
 KV5218'STATION FOUND GOOD.
 KV5218'
 KV5218'RECOVERED AS DESCRIBED EXCEPT TANK IS NOW PAINTED GREEN WITH LEGEND
 KV5218'MANASQUAN ON NORTH SIDE AND AMERICAN FLAG PAINTED ON SOUTH FACE.
 KV5218
 KV5218                          STATION RECOVERY (1987)
 KV5218
 KV5218'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV5218'RECOVERED IN GOOD CONDITION.
 KV5218
 KV5218                          STATION RECOVERY (1988)
 KV5218
 KV5218'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KV5218'THE TANK WAS REVOVERED IN GOOD CONDITION EXCEPT THAT IT IS NOW A
 KV5218'BLUISH COLOR.
 KV5218
 KV5218                          STATION RECOVERY (1989)
 KV5218
 KV5218'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV5218'THE STATION WAS RECOVERED AT THIS DATE AND APPEARS TO BE THE SAME TANK
 KV5218'AS DESCRIBED IN 1962 EXCEPTING IT IS NOW PAINTED GREEN AND LOCATED ON
 KV5218'ACPOAN PLACE JUST EAST OF IROQUOIS ROAD IN THE SOUTH PART OF
 KV5218'MANASQUAN.  THE TANK HAS MANASQUAN PAINTED ON THE SIDE OF THE TANK.
 KV5218
 KV5218                          STATION RECOVERY (1990)
 KV5218
 KV5218'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5218'THE TRIANGULATION INTERSECTION STATION IS THE CENTER OF THE TOP OF THE
 KV5218'TANK. THE TANK IS A GREEN STEEL STRUCTURE FORMERLY PAINTED SILVER,
 KV5218'SET UP ON 6 LEGS WITH AN OVERALL HEIGHT OF ABOUT 125 FT (38.1 M) .
 KV5218'THE TANK IS OWNED BY THE BOROUGH OF MANASQUAN. THE STATION IS ON CITY
 KV5218'PROPERTY, JUST SOUTHEAST OF THE JUNCTION OF IROQUOIS AVENUE AND
 KV5218'NARRUMSON STREET IN MANASQUAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4685 ***********************************************************************
 KV4685  DESIGNATION -  MANHATTAN
 KV4685  PID         -  KV4685
 KV4685  STATE/COUNTY-  NJ/HUDSON
 KV4685  USGS QUAD   -  ELIZABETH (1995)
 KV4685
 KV4685                         *CURRENT SURVEY CONTROL
 KV4685  ___________________________________________________________________
 KV4685* NAD 83(1996)-  40 44 04.97897(N)    074 09 01.87193(W)     ADJUSTED  
 KV4685* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4685  ___________________________________________________________________
 KV4685  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 KV4685  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV4685
 KV4685  HORZ ORDER  -  THIRD
 KV4685
 KV4685.The horizontal coordinates were established by classical geodetic methods
 KV4685.and adjusted by the National Geodetic Survey in September 1999..
 KV4685
 KV4685.The orthometric height was scaled from a topographic map.
 KV4685
 KV4685.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4685
 KV4685.The geoid height was determined by GEOID03.
 KV4685
 KV4685;                    North         East     Units Scale Factor Converg.
 KV4685;SPC NJ       -   211,149.154   179,518.217   MT  0.99991072   +0 13 41.0
 KV4685;SPC NJ       -   692,745.18    588,969.35   sFT  0.99991072   +0 13 41.0
 KV4685;SPC NY L     -    63,090.501   287,285.380   MT  0.99999692   -0 05 54.4
 KV4685;SPC NY L     -   206,989.42    942,535.45   sFT  0.99999692   -0 05 54.4
 KV4685;UTM  18      - 4,509,655.743   571,728.642   MT  0.99966333   +0 33 15.7
 KV4685
 KV4685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4685!SPC NJ       -   1.00000464  x   0.99991072  =   0.99991536
 KV4685!SPC NY L     -   1.00000464  x   0.99999692  =   1.00000156
 KV4685!UTM  18      -   1.00000464  x   0.99966333  =   0.99966797
 KV4685
 KV4685|---------------------------------------------------------------------|
 KV4685| PID    Reference Object                     Distance      Geod. Az  |
 KV4685|                                                           dddmmss.s |
 KV4685| CB5288 MANHATTAN RM 2                       13.305 METERS 03041     |
 KV4685| KV4708 SWIFT ARMOUR COMPANY STACK          APPROX. 1.8 KM 0403853.2 |
 KV4685| KV4679 PAINT                               APPROX. 1.2 KM 0583946.9 |
 KV4685| KV4683 FARMERS FEED COMPANY CHIMNEY        APPROX. 1.0 KM 0883501.2 |
 KV4685| KV4704 HAY FOUNDRY CHIMNEY                 APPROX. 1.1 KM 0961250.2 |
 KV4685| KV4713 RIELLY                              273.901 METERS 14934     |
 KV4685| KV4725 WEIDERMAYER CHIMNEY                 467.765 METERS 1982134.6 |
 KV4685| KV4756 NEWARK ST JAMES CATH CH SPIRE       APPROX. 1.2 KM 2361143.8 |
 KV4685| KV4706 SMELTING COMPANY CHIMNEY            372.736 METERS 23738     |
 KV4685| KV4690 MALT COMPANY CHIMNEY                APPROX. 0.9 KM 2683528.9 |
 KV4685| KV4676 LIFE INSURANCE COMPANY SPIRE        APPROX. 1.9 KM 2772902.1 |
 KV4685| KV4674 WEST POWER HOUSE CHIMNEY            APPROX. 1.2 KM 2831439.6 |
 KV4685| CB5287 MANHATTAN RM 1                       42.642 METERS 29951     |
 KV4685|---------------------------------------------------------------------|
 KV4685
 KV4685                          SUPERSEDED SURVEY CONTROL
 KV4685
 KV4685  NAD 83(1996)-  40 44 04.97886(N)    074 09 01.87217(W) AD(       ) 3
 KV4685  NAD 83(1986)-  40 44 04.97734(N)    074 09 01.87574(W) AD(       ) 3
 KV4685  NAD 27      -  40 44 04.61100(N)    074 09 03.35800(W) AD(       ) 3
 KV4685
 KV4685.Superseded values are not recommended for survey control.
 KV4685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4685.See file dsdata.txt to determine how the superseded data were derived.
 KV4685
 KV4685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7172909656(NAD 83)
 KV4685_MARKER: DS = TRIANGULATION STATION DISK
 KV4685_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4685_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4685
 KV4685  HISTORY     - Date     Condition        Report By
 KV4685  HISTORY     - 1913     MONUMENTED       CGS
 KV4685  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4685
 KV4685                          STATION DESCRIPTION
 KV4685
 KV4685'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4685'STATION IS ON THE N SIDE OF PASSAIC RIVER, OPPOSITE THE P. REILLY
 KV4685'LEATHER FACTORY, AND BETWEEN TWO CREEKS, THE LARGER ONE BEING ABOUT
 KV4685'15 METERS DISTANT TO THE WESTWARD.
 KV4685'
 KV4685'THE STATION IS MARKED BY A C. AND G.S. STANDARD BRASS DISK
 KV4685'CEMENTED IN THE TOP OF A 4-INCH TILE PIPE AND SUNK TO THE GROUND
 KV4685'LEVEL.
 KV4685'
 KV4685'THE SUBSURFACE MARK IS A BURIED BOTTLE SET IN CONCRETE.
 KV4685'
 KV4685'TWO REFERENCE MARKS, EACH A NAIL IN CEMENT CONTAINED IN A 3-INCH
 KV4685'TILE PIPE SUNK TO THE SURFACE LEVEL, ARE PLACED 39.9 FEET (OR
 KV4685'METERS) N 77 DEG W AND 43.65 FEET (OR METERS) N 40 DEG E FROM
 KV4685'THE STATION.
 KV4685
 KV4685                          STATION RECOVERY (1933)
 KV4685
 KV4685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4685'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0860 ***********************************************************************
 KV0860  DESIGNATION -  MANTOLOKING
 KV0860  PID         -  KV0860
 KV0860  STATE/COUNTY-  NJ/OCEAN
 KV0860  USGS QUAD   -  POINT PLEASANT (1989)
 KV0860
 KV0860                         *CURRENT SURVEY CONTROL
 KV0860  ___________________________________________________________________
 KV0860* NAD 83(1996)-  40 02 18.42673(N)    074 03 11.67364(W)     ADJUSTED  
 KV0860* NAVD 88     -         1.146  (meters)       3.76   (feet)  ADJUSTED  
 KV0860  ___________________________________________________________________
 KV0860  X           -   1,343,480.922 (meters)                     COMP
 KV0860  Y           -  -4,701,760.283 (meters)                     COMP
 KV0860  Z           -   4,081,234.765 (meters)                     COMP
 KV0860  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 KV0860  ELLIP HEIGHT-         -31.89  (meters)          (09/23/02) GPS OBS
 KV0860  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV0860  DYNAMIC HT  -           1.146 (meters)       3.76  (feet)  COMP
 KV0860  MODELED GRAV-     980,159.5   (mgal)                       NAVD 88
 KV0860
 KV0860  HORZ ORDER  -  B
 KV0860  VERT ORDER  -  FIRST     CLASS I
 KV0860  ELLP ORDER  -  FOURTH    CLASS I
 KV0860
 KV0860.The horizontal coordinates were established by GPS observations
 KV0860.and adjusted by the National Geodetic Survey in July 1997..
 KV0860
 KV0860.The orthometric height was determined by differential leveling
 KV0860.and adjusted by the National Geodetic Survey in March 2001..
 KV0860
 KV0860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0860
 KV0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0860
 KV0860.The ellipsoidal height was determined by GPS observations
 KV0860.and is referenced to NAD 83.
 KV0860
 KV0860.The geoid height was determined by GEOID03.
 KV0860
 KV0860.The dynamic height is computed by dividing the NAVD 88
 KV0860.geopotential number by the normal gravity value computed on the
 KV0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0860.degrees latitude (g = 980.6199 gals.).
 KV0860
 KV0860.The modeled gravity was interpolated from observed gravity values.
 KV0860
 KV0860;                    North         East     Units Scale Factor Converg.
 KV0860;SPC NJ       -   133,879.105   188,125.178   MT  0.99991789   +0 17 14.7
 KV0860;SPC NJ       -   439,235.03    617,207.35   sFT  0.99991789   +0 17 14.7
 KV0860;UTM  18      - 4,432,454.327   580,770.214   MT  0.99968031   +0 36 32.7
 KV0860
 KV0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0860!SPC NJ       -   1.00000500  x   0.99991789  =   0.99992289
 KV0860!UTM  18      -   1.00000500  x   0.99968031  =   0.99968531
 KV0860
 KV0860:                Primary Azimuth Mark                     Grid Az
 KV0860:SPC NJ       -  BAY HEAD WATER TANK                      011 18 46.0
 KV0860:UTM  18      -  BAY HEAD WATER TANK                      010 59 28.0
 KV0860
 KV0860|---------------------------------------------------------------------|
 KV0860| PID    Reference Object                     Distance      Geod. Az  |
 KV0860|                                                           dddmmss.s |
 KV0860| KV5270 BAY HEAD WATER TANK                 APPROX. 3.4 KM 0113600.7 |
 KV0860| KV0859 MANTOLOKING RM 1                     93.306 METERS 10337     |
 KV0860| KV0864 MANTOLOKING RM 2                                   13815     |
 KV0860| KV0861 MANTOLOKING RM 3                     50.740 METERS 17326     |
 KV0860| KV5230 FLAG                                APPROX. 1.2 KM 1775215.5 |
 KV0860| JU2581 NORMANDY BEACH WATER TANK           APPROX. 4.5 KM 1901114.6 |
 KV0860| KV5231 BARNEGAT WATERWAY LIGHT 29          APPROX. 2.0 KM 2151641.5 |
 KV0860| KV0858 MANTOLOKING AZ MK                   412.494 METERS 3015825.4 |
 KV0860| KV6763 NJGPS 43                            285.150 METERS 31536     |
 KV0860|---------------------------------------------------------------------|
 KV0860
 KV0860                          SUPERSEDED SURVEY CONTROL
 KV0860
 KV0860  ELLIP H (07/24/97)  -31.91   (m)                       GP(       ) 3 2
 KV0860  NAD 83(1992)-  40 02 18.42595(N)    074 03 11.67331(W) AD(       ) B
 KV0860  ELLIP H (04/16/93)  -31.97   (m)                       GP(       ) 3 1
 KV0860  NAD 83(1986)-  40 02 18.42811(N)    074 03 11.67865(W) AD(       ) 1
 KV0860  NAD 83(1986)-  40 02 18.42812(N)    074 03 11.67866(W) AD(       ) 1
 KV0860  ELLIP H (10/07/92)  -31.78   (m)                       GP(       ) 4 2
 KV0860  NAD 83(1986)-  40 02 18.41783(N)    074 03 11.67101(W) AD(       ) 2
 KV0860  NAD 27      -  40 02 17.99460(N)    074 03 13.18080(W) AD(       ) 2
 KV0860  NAVD 88 (06/15/91)    1.153  (m)            3.78   (f) UNKNOWN     1 1
 KV0860  NGVD 29 (04/16/92)    1.494  (m)            4.90   (f) ADJUSTED    1 1
 KV0860
 KV0860.Superseded values are not recommended for survey control.
 KV0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0860.See file dsdata.txt to determine how the superseded data were derived.
 KV0860
 KV0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8077032454(NAD 83)
 KV0860_MARKER: DS = TRIANGULATION STATION DISK
 KV0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0860_SP_SET: CONCRETE POST
 KV0860_STAMPING: MANTOLOKING 1932
 KV0860_MARK LOGO: CGS   
 KV0860_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0860+STABILITY: SURFACE MOTION
 KV0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0860+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1998
 KV0860
 KV0860  HISTORY     - Date     Condition        Report By
 KV0860  HISTORY     - 1932     MONUMENTED       CGS
 KV0860  HISTORY     - 1936     GOOD             NJGS
 KV0860  HISTORY     - 1947     GOOD             CGS
 KV0860  HISTORY     - 1951     GOOD             CGS
 KV0860  HISTORY     - 1952     GOOD             CGS
 KV0860  HISTORY     - 1962     GOOD             CGS
 KV0860  HISTORY     - 1962     GOOD             CGS
 KV0860  HISTORY     - 1964     GOOD             CGS
 KV0860  HISTORY     - 1968     GOOD             CGS
 KV0860  HISTORY     - 1983     MARK NOT FOUND   LOCENG
 KV0860  HISTORY     - 1984     GOOD             USPSQD
 KV0860  HISTORY     - 1987     GOOD             USPSQD
 KV0860  HISTORY     - 1987     GOOD             USPSQD
 KV0860  HISTORY     - 1990     GOOD             USPSQD
 KV0860  HISTORY     - 19910311 GOOD             NJGS
 KV0860  HISTORY     - 19910311 GOOD             NJGS
 KV0860  HISTORY     - 19911206 GOOD             NJGS
 KV0860  HISTORY     - 19920420 GOOD             NGS
 KV0860  HISTORY     - 19930426 GOOD             MCCRON
 KV0860  HISTORY     - 19951205 GOOD             TWT
 KV0860  HISTORY     - 19961212 GOOD             NJGS
 KV0860  HISTORY     - 19980601 GOOD             NJGS
 KV0860  HISTORY     - 20020725 GOOD             USGS
 KV0860
 KV0860                          STATION DESCRIPTION
 KV0860
 KV0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 KV0860'FROM THE INTERSECTION OF ROUTE 37 AND DOWNER AVENUE ABOUT 2-1/2
 KV0860'MILES FROM BAY HEAD, GO W ON DOWNER AVENUE PAST RAILROAD STATION
 KV0860'ACROSS TRACK TO BAY AVENUE.  TURN RIGHT ON BAY AVENUE GO 1/2 BLOCK
 KV0860'AND TURN LEFT JUST PAST TENNIS COURTS AND GO TO YACHT CLUB BASIN.
 KV0860'
 KV0860'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 KV0860'DISKS SET IN CONCRETE.
 KV0860'
 KV0860'STATION IS LOCATED 90 FEET N OF N BULKHEAD OF SMALL BOAT SLIP
 KV0860'AND 69 FEET E OF MAIN BULKHEAD.  IT IS ALSO 41.3 FEET SW OF SW
 KV0860'CORNER OF HOUSE BETWEEN YACHT CLUB LAND AND BRIDGE.
 KV0860'
 KV0860'REFERENCE MARK NO.1 IS ON THE W SIDE OF BAY AVENUE 10 PACES FROM
 KV0860'THE CENTER LINE OF STREET AND 53 PACES S OF SW CORNER OF CURBING
 KV0860'AT INTERSECTION OF BAY AVENUE AND ROAD GOING OVER THE MANTOLOKING
 KV0860'BRIDGE.
 KV0860'
 KV0860'REFERENCE MARK NO.2 IS ON THE E SIDE OF ROUTE 37, 2 FEET INSIDE
 KV0860'OF SIDEWALK AND 44-1/2 PACES S OF INTERSECTION OF S SIDE OF
 KV0860'DOWNER AVENUE AND ROUTE 37 AND 9-1/2 PACES E OF THE CENTER LINE OF
 KV0860'ROUTE 37.
 KV0860'
 KV0860'REFERENCE MARK NO.3 IS 166.5 FEET SE OF STATION AT SW CORNER OF
 KV0860'LOW FENCE AROUND PARKING AREA AND TENNIS COURTS.
 KV0860'
 KV0860'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 KV0860
 KV0860                          STATION RECOVERY (1936)
 KV0860
 KV0860'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 KV0860'RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT THAT REFERENCE
 KV0860'MARK NO.1 WAS FOUND ABOUT 300 FEET (PACED) E OF STATION INSTEAD
 KV0860'OF 183 FEET AS STATED IN ORIGINAL DESCRIPTION.
 KV0860
 KV0860                          STATION RECOVERY (1947)
 KV0860
 KV0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DLS)
 KV0860'STATION R. M. NO. 2 AND R. M. NO. 3 LOCATED IN GOOD
 KV0860'CONDITION.  R.M. NO. 1 NOT FOUND.
 KV0860'
 KV0860'DESCRIPTION ADEQUATE.
 KV0860'
 KV0860'R. M. NO. 1 IS PROBABLY UNDER LAWN WHICH HAS BEEN FILLED IN AND
 KV0860'SEEDED.
 KV0860
 KV0860                          STATION RECOVERY (1951)
 KV0860
 KV0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV0860'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 KV0860'CONDITION.  THE DISTANCES TO REFERENCE MARKS 1 AND 3 WERE
 KV0860'MEASURED WITH A STEEL TAPE.  THE CORRECT DISTANCE TO REFERENCE
 KV0860'MARK 1 WAS FOUND TO BE 306.0 FEET.  THE PUBLISHED DESCRIPTION IS
 KV0860'ADEQUATE AND CORRECT WITH THE FOLLOWING ADDITIONS--REFERENCE MARK
 KV0860'1 IS 51.7 FEET W OF TELEPHONE POLE NO. 40051 MG, 32.7 FEET S OF
 KV0860'THE SE CORNER OF A LOW FLAT ROOF HOUSE, AND 13.4 FEET W OF THE
 KV0860'W CURB LINE OF BAY AVENUE.
 KV0860'
 KV0860'A 4- BY 4-INCH WITNESS POST WAS SET 3.0 FEET N OF STATION.
 KV0860
 KV0860                          STATION RECOVERY (1952)
 KV0860
 KV0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCC)
 KV0860'STAMPED MANTOLOKING RECOVERED AS DESCRIBED.
 KV0860'
 KV0860'R.M. NO. 3, RECOVERED AS DESCRIBED.  STAMPED MANTOLOKING NO. 3
 KV0860'1932.
 KV0860'
 KV0860'R.M. NO. 1, RECOVERED AS DESCRIBED.  STAMPED MANTOLOKING NO. 1
 KV0860'1932.
 KV0860'
 KV0860'R.M. NO. 2, RECOVERED AS DESCRIBED.  STAMPED MANTOLOKING NO. 2
 KV0860'1932.
 KV0860
 KV0860                          STATION RECOVERY (1962)
 KV0860
 KV0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV0860'THE STATION, REFERENCE MARKS 1 AND 3 WERE RECOVERED AND FOUND IN
 KV0860'GOOD CONDITION.  REFERENCE MARK 2 COULD NOT BE FOUND AND SHOULD BE
 KV0860'CONSIDERED LOST.  AN ERROR WAS FOUND IN THE DISTANCE TO REFERENCE
 KV0860'MARK 1.  THE DIRECTION TO REFERENCE MARKS 1 AND 3 CHECKED.  AN
 KV0860'AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 KV0860'
 KV0860'A NEW DESCRIPTION FOLLOWS--
 KV0860'
 KV0860'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF THE MANTOLOKING
 KV0860'YACHT CLUB GROUNDS ON THE WEST SIDE OF BAY AVE. IN THE TOWN OF
 KV0860'MANTOLOKING CITY.  IT IS 41 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 KV0860'OF A FRAME HOUSE, 41 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 KV0860'BOAT SHED, 48 FEET EAST OF A SEA WALL, AND 4 FEET SOUTH OF A
 KV0860'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 KV0860'STAMPED MANTOLOKING 1932.
 KV0860'
 KV0860'TO REACH FROM THE INTERSECTION OF BAY AVE. AND DOWNER AVE. AT THE
 KV0860'MANTOLOKING CITY HALL, GO NORTH ON BAY AVE. FOR 0.05 MILE TO A
 KV0860'DRIVEWAY ON THE LEFT.  TURN LEFT AND GO WEST ON A GRAVELED
 KV0860'DRIVEWAY FOR 0.05 MILE TO THE NORTHWEST CORNER OF THE YACHT CLUB
 KV0860'GROUNDS AND THE STATION.
 KV0860'
 KV0860'TO REACH THE AZIMUTH MARK, CONTINUE NORTH ON BAY
 KV0860'AVE. FOR 0.15 MILE TO A T-ROAD.  TURN LEFT AND GO WEST ON HERBERT
 KV0860'STREET CROSSING A BRIDGE FOR 0.3 MILE TO THE AZIMUTH MARK ON
 KV0860'THE LEFT AT THE NORTH SIDE OF A PARKING LOT.
 KV0860'
 KV0860'REFERENCE MARK 1 IS 112 FEET NORTH OF THE CENTERLINE OF THE
 KV0860'DRIVEWAY, 32 FEET WEST OF THE CENTERLINE OF BAY AVE., AND 2
 KV0860'FEET WEST OF A RAIL FENCE.  THE MONUMENT PROJECTS 2 INCHES AND
 KV0860'THE DISK IS STAMPED MANTOLOKING NO 1 1932.
 KV0860'
 KV0860'REFERENCE MARK 3 IS NEAR THE CENTER OF A GRAVELED PARKING
 KV0860'AREA, 67 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL BUILDING,
 KV0860'50 FEET EAST OF A SEA WALL, AND 35 FEET NORTHEAST OF A
 KV0860'FLAGPOLE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 KV0860'MANTOLOKING NO 3 1932.
 KV0860'
 KV0860'THE AZIMUTH MARK IS 54 FEET EAST OF THE CENTERLINE OF A
 KV0860'DRIVEWAY, 23 FEET SOUTH OF THE CENTERLINE OF STATE ROAD 35, 11
 KV0860'FEET NORTHEAST OF THE NORTHEAST CORNER OF A TELEPHONE BOOTH, 2
 KV0860'FEET EAST OF A WITNESS POST, AND 1 FOOT SOUTH OF A CONCRETE BLOCK
 KV0860'WALL.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 KV0860'MANTOLOKING 1932.
 KV0860'
 KV0860'HEIGHT OF LIGHT ABOVE STATION MARK 21.97 METERS.
 KV0860
 KV0860                          STATION RECOVERY (1962)
 KV0860
 KV0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV0860'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  STATION IS LOCATED
 KV0860'BETWEEN DOWNER AVENUE AND OLD BRIDGE STREET, JUST NORTH OF
 KV0860'MANTOLOKING YACHT CLUB.  IT IS 78 FEET NORTH OF A SMALL
 KV0860'LAUNCHING RAMP, 48 FEET EAST OF THE BULKHEAD AND ABOUT ON THE
 KV0860'NORTH PROPERTY LINE OF THE YACHT CLUB.
 KV0860'
 KV0860'RM 1 IS 306 FEET FROM THE STATION, PROJECTING 3 INCHES FROM
 KV0860'THE LAWN.  IT IS 107 FEET NORTH OF THE DRIVEWAY, 32 FEET WEST OF
 KV0860'THE CENTER OF BAY AVENUE AND 3.5 FEET WEST OF A RAIL FENCE,
 KV0860'MEASURED FROM A POINT 9 FEET SOUTH OF THE NORTH END OF THE FENCE.
 KV0860'
 KV0860'RM 2 (AZIMUTH MARK) IS PROJECTING 3 INCHES.  IT IS 157 FEET
 KV0860'SOUTH OF THE CENTER OF DOWNER AVENUE AND 2.4 FEET EAST OF THE
 KV0860'SIDEWALK, IN LINE WITH THE BRICK WALL AT THE SOUTH END OF A
 KV0860'TENNIS COURT.
 KV0860'
 KV0860'RM 3 IS 49 FEET EAST OF THE BULKHEAD AND 34 FEET EAST OF A
 KV0860'METAL FLAGPOLE IN A PARKING AREA.  THE TENNIS COURTS IN THE OLD
 KV0860'DESCRIPTION HAVE BEEN MOVED.
 KV0860
 KV0860                          STATION RECOVERY (1964)
 KV0860
 KV0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0860'0.2 MI SW FROM MANTOLOKING.
 KV0860'0.05 MILE WEST ALONG COUNTY ROAD 528 FROM THE JUNCTION OF OCEAN
 KV0860'AVENUE (STATE HIGHWAY 35) AT MANTOLOKING, THENCE 0.35 MILE
 KV0860'SOUTH ALONG BAY AVENUE, AT THE NORTHWEST CORNER OF THE PROPERTY
 KV0860'OF THE MANTOLOKING YACHT CLUB, 338 FEET WEST OF THE CENTER LINE
 KV0860'OF THE AVENUE, 41 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 KV0860'TWO STORY FRAME HOUSE, 41 FEET NORTHWEST OF THE NORTHWEST CORNER
 KV0860'OF A BOAT SHED, 48 FEET EAST OF A SEAWALL, 306.1 FEET WEST OF
 KV0860'TIDAL NO. 4, 166.5 FEET NORTH OF TIDAL NO. 3., 4.0 FEET SOUTH OF
 KV0860'A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 KV0860'PROJECTING 0.5 FOOT.
 KV0860
 KV0860                          STATION RECOVERY (1968)
 KV0860
 KV0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KV0860'RECOVERED IN GOOD CONDITION.
 KV0860
 KV0860                          STATION RECOVERY (1983)
 KV0860
 KV0860'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (REG)
 KV0860'MANTOLOKING 1932 AZIMUTH MARK RECOVERED GOOD.
 KV0860'
 KV0860'CORNER OF THE WINTER YACHT BASIN, INC. PARKING LOT.
 KV0860'
 KV0860'BLOCK WALL, 2 FEET EAST OF AN 8FT. CHAIN LINK FENCE, ABOUT LEVEL.
 KV0860'
 KV0860'WITNESS POST MISSING.
 KV0860
 KV0860                          STATION RECOVERY (1984)
 KV0860
 KV0860'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV0860'MANTOLORING RECOVERED GOOD.
 KV0860'
 KV0860'TRIANGULATION STATION AND RMS 1 AND 3 AND THE AZIMUTH MARK WERE
 KV0860'RECOVERED.  ALL IN GOOD CONDITION.
 KV0860'
 KV0860'RM 2 NOT FOUND.
 KV0860
 KV0860                          STATION RECOVERY (1987)
 KV0860
 KV0860'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0860'RECOVERED IN GOOD CONDITION.
 KV0860
 KV0860                          STATION RECOVERY (1987)
 KV0860
 KV0860'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0860'RECOVERED IN GOOD CONDITION.
 KV0860
 KV0860                          STATION RECOVERY (1990)
 KV0860
 KV0860'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0860'RECOVERED IN GOOD CONDITION.
 KV0860
 KV0860                          STATION RECOVERY (1991)
 KV0860
 KV0860'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV0860'THE STATION IS LOCATED IN THE BOROUGH OF MANTOLOKING, ON THE GROUNDS
 KV0860'OF THE MANTOLOKING YACHT CLUB.  TO REACH THE STATION FROM THE
 KV0860'JUNCTION OF OCEAN AVENUE, STATE ROUTE 35, AND HERBERT STREET, COUNTY
 KV0860'ROAD 528, JUST EAST OF THE MANTOLOKING BRIDGE SPANNING THE BARNEGAT
 KV0860'BAY, GO 0.08 KM (0.05 MI) WEST ON HERBERT AVENUE TO THE JUNCTION WITH
 KV0860'BAY AVENUE, TURN LEFT AND GO 0.56 KM (0.35 MI) SOUTH ON BAY AVENUE TO
 KV0860'THE ENTRANCE DRIVE TO THE YACHT CLUB ON THE RIGHT, TURN RIGHT AND GO
 KV0860'0.08 KM (0.05 MI) WEST NORTHWEST ON THE DRIVE THROUGH THE PARKING
 KV0860'AREA TO A BULKHEAD IN THE FRONT AND THE ONE STORY FRAME CLUBHOUSE AND
 KV0860'THE STATION ON THE RIGHT.  THE STATION IS 17.6 M (57.7 FT) NORTHWEST
 KV0860'OF THE SOUTHEAST CORNER OF THE CLUBHOUSE, 4.1 M (13.5 FT) NORTHWEST
 KV0860'OF THE NORTHWEST CORNER OF THE CLUBHOUSE, 14.4 M (47.2 FT) NORTHEAST
 KV0860'OF THE BOOM PIVOT OF A THREE LEGGED CRANE, 14.6 M (47.9 FT) EAST OF
 KV0860'THE BULKHEAD, 6.1 M (20.0 FT) EAST OF A PINE TREE, 55.1 M (180.8 FT)
 KV0860'NORTH OF THE FLAG POLE IN THE PARKING AREA AND IS PROJECTING 0.2 M
 KV0860'(0.7 FT) ABOVE THE GROUND.
 KV0860
 KV0860                          STATION RECOVERY (1991)
 KV0860
 KV0860'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV0860'THE STATION IS LOCATED IN THE BOROUGH OF MANTOLOKING, ON THE GROUNDS
 KV0860'OF THE MANTOLOKING YACHT CLUB.  TO REACH THE STATION FROM THE
 KV0860'JUNCTION OF OCEAN AVENUE, STATE ROUTE 35, AND HERBERT STREET, COUNTY
 KV0860'ROAD 528, JUST EAST OF THE MANTOLOKING BRIDGE SPANNING THE BARNEGAT
 KV0860'BAY, GO 0.08 KM (0.05 MI) WEST ON HERBERT AVENUE TO THE JUNCTION WITH
 KV0860'BAY AVENUE, TURN LEFT AND GO 0.56 KM (0.35 MI) SOUTH ON BAY AVENUE TO
 KV0860'THE ENTRANCE DRIVE TO THE YACHT CLUB ON THE RIGHT, TURN RIGHT AND GO
 KV0860'0.08 KM (0.05 MI) WEST NORTHWEST ON THE DRIVE THROUGH THE PARKING
 KV0860'AREA TO A BULKHEAD IN THE FRONT AND THE ONE STORY FRAME CLUBHOUSE AND
 KV0860'THE STATION ON THE RIGHT.  THE STATION IS 17.6 M (57.7 FT) NORTHWEST
 KV0860'OF THE SOUTHEAST CORNER OF THE CLUBHOUSE, 4.1 M (13.5 FT) NORTHWEST
 KV0860'OF THE NORTHWEST CORNER OF THE CLUBHOUSE, 14.4 M (47.2 FT) NORTHEAST
 KV0860'OF THE BOOM PIVOT OF A THREE LEGGED CRANE, 14.6 M (47.9 FT) EAST OF
 KV0860'THE BULKHEAD, 6.1 M (20.0 FT) EAST OF A PINE TREE, 55.1 M (180.8 FT)
 KV0860'NORTH OF THE FLAG POLE IN THE PARKING AREA AND IS PROJECTING 0.2 M
 KV0860'(0.7 FT) ABOVE THE GROUND.
 KV0860
 KV0860                          STATION RECOVERY (1991)
 KV0860
 KV0860'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV0860'THE STATION IS LOCATED IN THE BOROUGH OF MANTOLOKING NEAR THE
 KV0860'NORTHEAST CORNER OF BRICK TOWNSHIP, ON THE EASTERN SHORE, AT THE
 KV0860'NORTH END OF BARNEGAT BAY AND ON THE GROUNDS OF THE MANTOLOKING YACHT
 KV0860'CLUB.  TO REACH THE STATION FROM THE TEE JUNCTION OF OCEAN AVENUE,
 KV0860'STATE HIGHWAY 35 AND HERBERT STREET, COUNTY ROAD 528, JUST EAST OF
 KV0860'THE COUNTY ROAD 528 BRIDGE OVER THE BARNEGAT BAY, GO 0.05 MI
 KV0860'(0.08 KM) WEST ON HERBERT STREET TO THE INTERSECTION WITH BAY AVENUE.
 KV0860'TURN LEFT AND GO 0.35 MI (0.56 KM) SOUTH ON BAY AVENUE TO THE
 KV0860'MANTOLOKING YACHT CLUB AND THE STATION ON THE RIGHT.  GO 0.06 MI
 KV0860'(0.10 KM) WEST NORTHWEST ON THE DRIVE THROUGH THE PARKING LOT TO THE
 KV0860'BULKHEAD IN FRONT AND A ONE STORY FRAME CLUBHOUSE ON THE RIGHT.  THE
 KV0860'STATION IS IN THE NORTHEAST CORNER OF THE YACHT CLUB PROPERTY, ABOUT
 KV0860'ON THE NORTH PROPERTY LINE, 338 FT (103.02 M) WEST FROM THE BAY
 KV0860'AVENUE CENTERLINE, 41 FT (12.50 M) NORTHWEST FROM THE NORTHWEST
 KV0860'CORNER OF THE CLUBHOUSE CHIMNEY, 57.7 FT (17.59 M) NORTHWEST FROM THE
 KV0860'SOUTHWEST CORNER OF THE CLUBHOUSE, 47.2 FT (14.39 M) NORTHEAST FROM
 KV0860'THE BOOM PIVOT OF A THREE LEGGED CRANE, 112.2 FT (34.20 M) NORTHWEST
 KV0860'FROM POLE J12MG, 180.8 FT (55.11 M) NORTH FROM THE FLAGPOLE, 48 FT
 KV0860'(14.63 M) EAST FROM THE BULKHEAD, 20 FT (6.10 M) EAST FROM A 0.3 FT
 KV0860'(0.09 M) DIAMENTER PINE TRE AND 0.7 FT (0.21 M) ABOVE THE GROUND.
 KV0860'THERE IS NO WITNESS POST.
 KV0860
 KV0860                          STATION RECOVERY (1992)
 KV0860
 KV0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 KV0860'THE 1991 RECOVERY NOTE IS ADEQUATE.  A COPY WITH A FEW MINOR CHANGES
 KV0860'FOLLOWS.
 KV0860'STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) EAST-SOUTHEAST OF
 KV0860'LAKEWOOD, IN THE BOROUGH OF MANTOLOKING NEAR THE NORTHEAST CORNER OF
 KV0860'BRICK TOWNSHIP, ON THE EASTERN SHORE OF NEW JERSEY, AT THE NORTH END
 KV0860'OF BARNEGAT BAY AND ON THE GROUNDS OF THE MANTOLOKING YACHT CLUB.
 KV0860'OWNERSHIP--MANTOLOKING YACHT CLUB, MANTOLOKING NJ.  FOR STATION
 KV0860'OCCUPATION BETWEEN MEMORIAL DAY AND LABOR DAY CONTACT THE CLUB
 KV0860'MANAGER AT 908-892-6281.  FOR STATION OCCUPATION ANY OTHER TIME OF
 KV0860'YEAR CONTACT MR. ED WRIGHT AT 908-892-9406 OR MR. ED OMALLEY AT
 KV0860'908-899-2192.  THEY ARE PROMINENT CLUB MEMBERS WHO LIVE IN
 KV0860'MANTOLOKING.  STATION IS LOCATED IN A BOAT TRAILER STORAGE AREA.
 KV0860'SPOT NUMBER 3 SHOULD BE EMPTY IN ORDER TO PLUMB A TRIPOD OR FIXED
 KV0860'HEIGHT POLE OVER STATION.
 KV0860'TO REACH THE STATION FROM THE JUNCTION OF OCEAN AVENUE (STATE HIGHWAY
 KV0860'35) AND HERBERT STREET, COUNTY ROAD 528, JUST EAST OF THE COUNTY ROAD
 KV0860'528 BRIDGE OVER BARNEGAT BAY IN MANTOLOKING, GO 0.08 KM (0.05 MI)
 KV0860'WEST ALONG COUNTY ROAD 528 (HERBERT STREET), TO THE INTERSECTION WITH
 KV0860'BAY AVENUE.  TURN LEFT ON BAY AVENUE FOR 0.15 MI (0.24 KM) TO THE
 KV0860'MANTOLOKING YACHT CLUB ON THE RIGHT.  TURN RIGHT AND GO 0.05 MI
 KV0860'(0.08 KM) WEST-NORTHWEST ON THE DRIVE THROUGH THE PARKING LOT TO THE
 KV0860'ONE STORY FRAME CLUB HOUSE ON THE RIGHT AND THE STATION AS DESCRIBED.
 KV0860'STATION IS 103 M (337.9 FT) WEST OF THE CENTERLINE OF BAY AVENUE, 12.5
 KV0860'M (41.0 FT) NORTHWEST OF THE CLUBHOUSE CHIMNEY, 17.6 M (57.7 FT)
 KV0860'NORTHWEST OF THE SOUTHWEST CORNER OF THE CLUBHOUSE, 14.4 M (47.2 FT)
 KV0860'NORTHEAST OF THE BOOM PIVOT OF A THREE LEGGED CRANE, 34.2 M
 KV0860'(112.2 FT) NORTHWEST OF POLE NUMBER J12MG, 6.1 M (20.0 FT) EAST OF A
 KV0860'TWIN TRUNKED PINE TREE, 55 M (180.4 FT) NORTH OF A FLAGPOLE AND 14.6
 KV0860'M (47.9 FT) EAST OF THE WEST EDGE OF THE CONCRETE BULKHEAD AND WATERS
 KV0860'EDGE.
 KV0860
 KV0860                          STATION RECOVERY (1993)
 KV0860
 KV0860'RECOVERY NOTE BY J R MCCRONE JR INCORPORATED 1993
 KV0860'RECOVERED IN GOOD CONDITION.
 KV0860
 KV0860                          STATION RECOVERY (1995)
 KV0860
 KV0860'RECOVERY NOTE BY TWT CONS ENG 1995 (WPD)
 KV0860'RECOVERED AS DESCRIBED.
 KV0860
 KV0860                          STATION RECOVERY (1996)
 KV0860
 KV0860'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV0860'RECOVERED AS DESCRIBED.
 KV0860
 KV0860                          STATION RECOVERY (1998)
 KV0860
 KV0860'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV0860'RECOVERED AS DESCRIBED.
 KV0860
 KV0860                          STATION RECOVERY (2002)
 KV0860
 KV0860'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 KV0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0858 ***********************************************************************
 KV0858  DESIGNATION -  MANTOLOKING AZ MK
 KV0858  PID         -  KV0858
 KV0858  STATE/COUNTY-  NJ/OCEAN
 KV0858  USGS QUAD   -  POINT PLEASANT (1989)
 KV0858
 KV0858                         *CURRENT SURVEY CONTROL
 KV0858  ___________________________________________________________________
 KV0858* NAD 83(1996)-  40 02 25.50837(N)    074 03 26.43393(W)     ADJUSTED  
 KV0858* NAVD 88     -         1.164  (meters)       3.82   (feet)  ADJUSTED  
 KV0858  ___________________________________________________________________
 KV0858  X           -   1,343,105.867 (meters)                     COMP
 KV0858  Y           -  -4,701,721.310 (meters)                     COMP
 KV0858  Z           -   4,081,401.994 (meters)                     COMP
 KV0858  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 KV0858  ELLIP HEIGHT-         -31.88  (meters)          (10/23/02) GPS OBS
 KV0858  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KV0858  DYNAMIC HT  -           1.163 (meters)       3.82  (feet)  COMP
 KV0858  MODELED GRAV-     980,159.3   (mgal)                       NAVD 88
 KV0858
 KV0858  HORZ ORDER  -  FIRST
 KV0858  VERT ORDER  -  FIRST     CLASS I
 KV0858  ELLP ORDER  -  FOURTH    CLASS I
 KV0858
 KV0858.The horizontal coordinates were established by GPS observations
 KV0858.and adjusted by the National Geodetic Survey in May 1999..
 KV0858
 KV0858.The orthometric height was determined by differential leveling
 KV0858.and adjusted by the National Geodetic Survey in June 1991..
 KV0858
 KV0858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0858
 KV0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0858
 KV0858.The ellipsoidal height was determined by GPS observations
 KV0858.and is referenced to NAD 83.
 KV0858
 KV0858.The geoid height was determined by GEOID03.
 KV0858
 KV0858.The dynamic height is computed by dividing the NAVD 88
 KV0858.geopotential number by the normal gravity value computed on the
 KV0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0858.degrees latitude (g = 980.6199 gals.).
 KV0858
 KV0858.The modeled gravity was interpolated from observed gravity values.
 KV0858
 KV0858;                    North         East     Units Scale Factor Converg.
 KV0858;SPC NJ       -   134,095.757   187,774.200   MT  0.99991756   +0 17 05.2
 KV0858;SPC NJ       -   439,945.83    616,055.85   sFT  0.99991756   +0 17 05.2
 KV0858;UTM  18      - 4,432,668.954   580,418.109   MT  0.99967961   +0 36 23.3
 KV0858
 KV0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0858!SPC NJ       -   1.00000500  x   0.99991756  =   0.99992256
 KV0858!UTM  18      -   1.00000500  x   0.99967961  =   0.99968461
 KV0858
 KV0858|---------------------------------------------------------------------|
 KV0858| PID    Reference Object                     Distance      Geod. Az  |
 KV0858|                                                           dddmmss.s |
 KV0858| KV6763 NJGPS 43                            151.130 METERS 09534     |
 KV0858| KV0860 MANTOLOKING                         412.494 METERS 1215815.9 |
 KV0858|---------------------------------------------------------------------|
 KV0858
 KV0858                          SUPERSEDED SURVEY CONTROL
 KV0858
 KV0858  ELLIP H (05/14/99)  -31.90   (m)                       GP(       ) 4 1
 KV0858  NAD 83(1986)-  40 02 25.50916(N)    074 03 26.43860(W) AD(       ) 1
 KV0858  ELLIP H (03/31/93)  -31.78   (m)                       GP(       ) 3 2
 KV0858  NAVD 88 (03/31/93)    1.16   (m)            3.8    (f) LEVELING    3  
 KV0858  NGVD 29 (04/16/92)    1.502  (m)            4.93   (f) ADJUSTED    1 1
 KV0858
 KV0858.Superseded values are not recommended for survey control.
 KV0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0858.See file dsdata.txt to determine how the superseded data were derived.
 KV0858
 KV0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8041832669(NAD 83)
 KV0858_MARKER: DZ = AZIMUTH MARK DISK
 KV0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0858_SP_SET: CONCRETE POST
 KV0858_STAMPING: MANTOLOKING 1932
 KV0858_MARK LOGO: CGS   
 KV0858_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0858+STABILITY: SURFACE MOTION
 KV0858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0858+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2004
 KV0858
 KV0858  HISTORY     - Date     Condition        Report By
 KV0858  HISTORY     - 1962     MONUMENTED       CGS
 KV0858  HISTORY     - 1964     GOOD             CGS
 KV0858  HISTORY     - 1968     GOOD             CGS
 KV0858  HISTORY     - 1987     GOOD             USPSQD
 KV0858  HISTORY     - 1990     GOOD             USPSQD
 KV0858  HISTORY     - 19900823 GOOD             NJGS
 KV0858  HISTORY     - 19980601 GOOD             NJGS
 KV0858  HISTORY     - 20040224 GOOD             AASCO
 KV0858
 KV0858                          STATION DESCRIPTION
 KV0858
 KV0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0858'0.4 MI W FROM MANTOLOKING.
 KV0858'0.4 MILE WEST ALONG COUNTY ROAD 528 FROM THE JUNCTION OF OCEAN
 KV0858'AVENUE (STATE HIGHWAY 35) AT MANTOLOKING, AT THE NORTHWEST
 KV0858'CORNER OF A PARKING LOT, 211 FEET WEST OF THE SOUTHWEST CORNER
 KV0858'OF A BRIDGE OVER BARNEGAT BAY, 24 FEET SOUTH OF THE CENTER LINE
 KV0858'OF THE ROAD, 20 FEET NORTH OF POWER LINE POLE 40654, 11 FEET
 KV0858'NORTHEAST OF THE NORTHEAST CORNER OF AN OUTDOOR TELEPHONE BOOTH,
 KV0858'1.0 FOOT SOUTH OF A CONCRETE BLOCK WALL, 2.0 FEET EAST OF A
 KV0858'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 KV0858'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 KV0858
 KV0858                          STATION RECOVERY (1968)
 KV0858
 KV0858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KV0858'RECOVERED IN GOOD CONDITION.
 KV0858
 KV0858                          STATION RECOVERY (1987)
 KV0858
 KV0858'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0858'RECOVERED IN GOOD CONDITION.
 KV0858
 KV0858                          STATION RECOVERY (1990)
 KV0858
 KV0858'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0858'RECOVERED IN GOOD CONDITION.
 KV0858
 KV0858                          STATION RECOVERY (1990)
 KV0858
 KV0858'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV0858'THE AZIMUTH MARK, BENCH MARK WAS RECOVERED ON THIS DATE AND A NEW TO
 KV0858'REACH AND TIES FOLLOW. THE MARK IS LOCATED IN THE NORTHEAST CORNER OF
 KV0858'BRICK TOWNSHIP, ON THE WESTERN SHORE OF BARNEGAT BAY, IN THE RIGHT OF
 KV0858'WAY ON THE SOUTH SIDE OF MANTOLOKING ROAD, COUNTY ROAD 528, IN FRONT
 KV0858'OF THE PARKING LOT AT WINTERS YACHT CLUB. TO REACH THE MARK FROM THE
 KV0858'TEE JUNCTION OF OCEAN AVENUE, STATE HIGHWAY 35, AND HERBERT STREET,
 KV0858'MANTOLOKING ROAD, COUNTY ROAD 528, IN MANTOLOKING BOROUGH, GO 0.35 MI
 KV0858'(0.56 KM) WEST ON COUNTY ROAD 528, CROSSING THE BRIDGE OVER BARNEGAT
 KV0858'BAY, TO THE YACHT CLUB PARKING LOT AND THE MARK ON THE LEFT. THE MARK
 KV0858'IS 24 FT (7.3 M) SOUTH OF THE COUNTY ROAD 528 CENTERLINE, 211 FT
 KV0858'(64.3 M) WEST OF THE SOUTHWEST CORNER OF THE BRIDGE OVER THE BAY, 2
 KV0858'FT (0.6 M) NORTH OF THE LINK TYPE FENCE AT THE FRONT OF THE PARKING
 KV0858'LOT, 8 FT (2.4 M) SOUTH OF THE COUNTY ROAD 528 CURBLINE, 50 FT
 KV0858'(15.2 M) EAST OF THE CENTERLINE OF THE BITUMINOUS DRIVEWAY TO THE
 KV0858'YACHT CLUB, 2 FT (0.6 M) SOUTH OF A CONCRETE RETAINING WALL FOR THE
 KV0858'ROAD, 1.0 FT (0.3 M) PARALLEL EAST OF THE WEST END OF THE WALL AND
 KV0858'0.4 FT (0.1 M) ABOVE THE GROUND.
 KV0858
 KV0858                          STATION RECOVERY (1998)
 KV0858
 KV0858'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV0858'RECOVERED AS DESCRIBED.
 KV0858
 KV0858                          STATION RECOVERY (2004)
 KV0858
 KV0858'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2004 (JAL)
 KV0858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0859 ***********************************************************************
 KV0859  DESIGNATION -  MANTOLOKING RM 1
 KV0859  PID         -  KV0859
 KV0859  STATE/COUNTY-  NJ/OCEAN
 KV0859  USGS QUAD   -  POINT PLEASANT (1989)
 KV0859
 KV0859                         *CURRENT SURVEY CONTROL
 KV0859  ___________________________________________________________________
 KV0859* NAD 83(1986)-  40 02 19.     (N)    074 03 07.     (W)     SCALED    
 KV0859* NAVD 88     -         1.075  (meters)       3.53   (feet)  ADJUSTED  
 KV0859  ___________________________________________________________________
 KV0859  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV0859  DYNAMIC HT  -           1.074 (meters)       3.52  (feet)  COMP
 KV0859  MODELED GRAV-     980,159.5   (mgal)                       NAVD 88
 KV0859
 KV0859  VERT ORDER  -  FIRST     CLASS I
 KV0859
 KV0859.The horizontal coordinates were scaled from a topographic map and have
 KV0859.an estimated accuracy of +/- 6 seconds.
 KV0859
 KV0859.The orthometric height was determined by differential leveling
 KV0859.and adjusted by the National Geodetic Survey in March 2001..
 KV0859.WARNING-Repeat measurements at this control monument indicate possible
 KV0859.vertical movement.
 KV0859
 KV0859.The geoid height was determined by GEOID03.
 KV0859
 KV0859.The dynamic height is computed by dividing the NAVD 88
 KV0859.geopotential number by the normal gravity value computed on the
 KV0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0859.degrees latitude (g = 980.6199 gals.).
 KV0859
 KV0859.The modeled gravity was interpolated from observed gravity values.
 KV0859
 KV0859;                    North         East    Units  Estimated Accuracy
 KV0859;SPC NJ       -   133,900.      188,240.      MT  (+/- 180 meters Scaled)
 KV0859
 KV0859                          SUPERSEDED SURVEY CONTROL
 KV0859
 KV0859  NAVD 88 (06/15/91)    1.079  (m)            3.54   (f) UNKNOWN     1 1
 KV0859  NGVD 29 (04/16/92)    1.419  (m)            4.66   (f) ADJUSTED    1 1
 KV0859
 KV0859.Superseded values are not recommended for survey control.
 KV0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0859.See file dsdata.txt to determine how the superseded data were derived.
 KV0859
 KV0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK808324(NAD 83)
 KV0859_MARKER: DR = REFERENCE MARK DISK
 KV0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0859_STAMPING: MANTOLOKING NO 1 1932
 KV0859_MARK LOGO: CGS   
 KV0859_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0859+STABILITY: SURFACE MOTION
 KV0859_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0859+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1998
 KV0859
 KV0859  HISTORY     - Date     Condition        Report By
 KV0859  HISTORY     - 1932     MONUMENTED       CGS
 KV0859  HISTORY     - 1964     GOOD             CGS
 KV0859  HISTORY     - 1968     GOOD             CGS
 KV0859  HISTORY     - 1987     GOOD             USPSQD
 KV0859  HISTORY     - 1987     GOOD             USPSQD
 KV0859  HISTORY     - 1990     GOOD             USPSQD
 KV0859  HISTORY     - 19980601 GOOD             NJGS
 KV0859  HISTORY     - 20020725 GOOD             USGS
 KV0859  HISTORY     - 20031003 GOOD             USGS
 KV0859
 KV0859                          STATION DESCRIPTION
 KV0859
 KV0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0859'0.2 MI SW FROM MANTOLOKING.
 KV0859'0.05 MILE WEST ALONG COUNTY ROAD 528 FROM THE JUNCTION OF OCEAN
 KV0859'AVENUE (STATE HIGHWAY 35) AT MANTOLOKING, THENCE 0.15 MILE SOUTH
 KV0859'ALONG BAY AVENUE, AT THE NORTHEAST CORNER OF THE PROPERTY OF
 KV0859'THE MANTOLOKING YACHT CLUB, 32.5 FEET SOUTHEAST OF THE
 KV0859'SOUTHEAST CORNER OF THE HOUSE AT 1222 BAY AVENUE, 32 FEET WEST
 KV0859'OF THE CENTER LINE OF THE AVENUE, 306.1 FEET EAST OF
 KV0859'TRIANGULATION STATION MANTOLOKING, 293.5 FEET NORTHEAST OF TIDAL
 KV0859'NO. 3, 112 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY, 9
 KV0859'FEET SOUTHWEST OF THE NORTH END OF A FENCE, 2 FEET WEST OF A
 KV0859'FENCE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE AVENUE AND SET IN
 KV0859'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 KV0859
 KV0859                          STATION RECOVERY (1968)
 KV0859
 KV0859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KV0859'RECOVERED IN GOOD CONDITION.
 KV0859
 KV0859                          STATION RECOVERY (1987)
 KV0859
 KV0859'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0859'RECOVERED IN GOOD CONDITION.
 KV0859
 KV0859                          STATION RECOVERY (1987)
 KV0859
 KV0859'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0859'RECOVERED IN GOOD CONDITION.
 KV0859
 KV0859                          STATION RECOVERY (1990)
 KV0859
 KV0859'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0859'RECOVERED IN GOOD CONDITION.
 KV0859
 KV0859                          STATION RECOVERY (1998)
 KV0859
 KV0859'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV0859'RECOVERED AS DESCRIBED.
 KV0859
 KV0859                          STATION RECOVERY (2002)
 KV0859
 KV0859'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 KV0859'RECOVERED IN GOOD CONDITION.
 KV0859
 KV0859                          STATION RECOVERY (2003)
 KV0859
 KV0859'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (DSK)
 KV0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0864 ***********************************************************************
 KV0864  DESIGNATION -  MANTOLOKING RM 2
 KV0864  PID         -  KV0864
 KV0864  STATE/COUNTY-  NJ/OCEAN
 KV0864  USGS QUAD   -  POINT PLEASANT (1989)
 KV0864
 KV0864                         *CURRENT SURVEY CONTROL
 KV0864  ___________________________________________________________________
 KV0864* NAD 83(1986)-  40 02 11.     (N)    074 03 03.     (W)     SCALED    
 KV0864* NAVD 88     -         2.162  (meters)       7.09   (feet)  ADJUSTED  
 KV0864  ___________________________________________________________________
 KV0864  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV0864  DYNAMIC HT  -           2.161 (meters)       7.09  (feet)  COMP
 KV0864  MODELED GRAV-     980,159.6   (mgal)                       NAVD 88
 KV0864
 KV0864  VERT ORDER  -  FIRST     CLASS I
 KV0864
 KV0864.The horizontal coordinates were scaled from a topographic map and have
 KV0864.an estimated accuracy of +/- 6 seconds.
 KV0864
 KV0864.The orthometric height was determined by differential leveling
 KV0864.and adjusted by the National Geodetic Survey in June 1991..
 KV0864.WARNING-Repeat measurements at this control monument indicate possible
 KV0864.vertical movement.
 KV0864
 KV0864.The geoid height was determined by GEOID03.
 KV0864
 KV0864.The dynamic height is computed by dividing the NAVD 88
 KV0864.geopotential number by the normal gravity value computed on the
 KV0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0864.degrees latitude (g = 980.6199 gals.).
 KV0864
 KV0864.The modeled gravity was interpolated from observed gravity values.
 KV0864
 KV0864;                    North         East    Units  Estimated Accuracy
 KV0864;SPC NJ       -   133,650.      188,330.      MT  (+/- 180 meters Scaled)
 KV0864
 KV0864                          SUPERSEDED SURVEY CONTROL
 KV0864
 KV0864  NGVD 29 (04/16/92)    2.504  (m)            8.22   (f) ADJUSTED    1 1
 KV0864
 KV0864.Superseded values are not recommended for survey control.
 KV0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0864.See file dsdata.txt to determine how the superseded data were derived.
 KV0864
 KV0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK809322(NAD 83)
 KV0864_MARKER: DR = REFERENCE MARK DISK
 KV0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0864_STAMPING: MANTOLOKING NO 2 1932
 KV0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0864+STABILITY: SURFACE MOTION
 KV0864
 KV0864  HISTORY     - Date     Condition        Report By
 KV0864  HISTORY     - 1932     MONUMENTED       CGS
 KV0864  HISTORY     - 1964     GOOD             CGS
 KV0864  HISTORY     - 1968     GOOD             CGS
 KV0864  HISTORY     - 1987     GOOD             USPSQD
 KV0864  HISTORY     - 1987     GOOD             USPSQD
 KV0864  HISTORY     - 1990     GOOD             USPSQD
 KV0864
 KV0864                          STATION DESCRIPTION
 KV0864
 KV0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0864'0.2 MI S FROM MANTOLOKING.
 KV0864'0.25 MILE SOUTH ALONG OCEAN AVENUE (STATE HIGHWAY 35) FROM THE
 KV0864'JUNCTION OF COUNTY ROAD 528 AT MANTOLOKING, 160 FEET
 KV0864'SOUTH-SOUTHEAST OF THE CENTER OF THE INTERSECTION OF DOWNER
 KV0864'AVENUE, 29 FEET EAST OF THE CENTER LINE OF OCEAN AVENUE, 91.5
 KV0864'FEET SOUTHEAST AND ACROSS THE AVENUE FROM THE NORTHEAST CORNER
 KV0864'OF THE HOUSE AT 1306 OCEAN AVENUE, 22 FEET NORTH OF POWER
 KV0864'LINE POLE 0018, 9.5 FEET EAST OF THE EAST CURB OF OCEAN AVENUE,
 KV0864'2.4 FEET EAST OF THE EAST EDGE OF THE SIDEWALK, 0.5 FOOT WEST
 KV0864'OF A PICKET FENCE, ABOUT LEVEL WITH THE AVENUE AND SET IN THE
 KV0864'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 KV0864
 KV0864                          STATION RECOVERY (1968)
 KV0864
 KV0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KV0864'RECOVERED IN GOOD CONDITION.
 KV0864
 KV0864                          STATION RECOVERY (1987)
 KV0864
 KV0864'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0864'RECOVERED IN GOOD CONDITION.
 KV0864
 KV0864                          STATION RECOVERY (1987)
 KV0864
 KV0864'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0864'RECOVERED IN GOOD CONDITION.
 KV0864
 KV0864                          STATION RECOVERY (1990)
 KV0864
 KV0864'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0861 ***********************************************************************
 KV0861  DESIGNATION -  MANTOLOKING RM 3
 KV0861  PID         -  KV0861
 KV0861  STATE/COUNTY-  NJ/OCEAN
 KV0861  USGS QUAD   -  POINT PLEASANT (1989)
 KV0861
 KV0861                         *CURRENT SURVEY CONTROL
 KV0861  ___________________________________________________________________
 KV0861* NAD 83(1986)-  40 02 16.     (N)    074 03 06.     (W)     SCALED    
 KV0861* NAVD 88     -         0.820  (meters)       2.69   (feet)  ADJUSTED  
 KV0861  ___________________________________________________________________
 KV0861  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV0861  DYNAMIC HT  -           0.820 (meters)       2.69  (feet)  COMP
 KV0861  MODELED GRAV-     980,159.5   (mgal)                       NAVD 88
 KV0861
 KV0861  VERT ORDER  -  FIRST     CLASS I
 KV0861
 KV0861.The horizontal coordinates were scaled from a topographic map and have
 KV0861.an estimated accuracy of +/- 6 seconds.
 KV0861
 KV0861.The orthometric height was determined by differential leveling
 KV0861.and adjusted by the National Geodetic Survey in March 2001..
 KV0861.WARNING-Repeat measurements at this control monument indicate possible
 KV0861.vertical movement.
 KV0861
 KV0861.The geoid height was determined by GEOID03.
 KV0861
 KV0861.The dynamic height is computed by dividing the NAVD 88
 KV0861.geopotential number by the normal gravity value computed on the
 KV0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0861.degrees latitude (g = 980.6199 gals.).
 KV0861
 KV0861.The modeled gravity was interpolated from observed gravity values.
 KV0861
 KV0861;                    North         East    Units  Estimated Accuracy
 KV0861;SPC NJ       -   133,810.      188,260.      MT  (+/- 180 meters Scaled)
 KV0861
 KV0861                          SUPERSEDED SURVEY CONTROL
 KV0861
 KV0861  NAVD 88 (06/15/91)    0.852  (m)            2.80   (f) UNKNOWN     1 1
 KV0861  NGVD 29 (04/16/92)    1.194  (m)            3.92   (f) ADJUSTED    1 1
 KV0861
 KV0861.Superseded values are not recommended for survey control.
 KV0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0861.See file dsdata.txt to determine how the superseded data were derived.
 KV0861
 KV0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK809323(NAD 83)
 KV0861_MARKER: DR = REFERENCE MARK DISK
 KV0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0861_STAMPING: MANTOLOKING NO 3 1932
 KV0861_MARK LOGO: CGS   
 KV0861_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0861+STABILITY: SURFACE MOTION
 KV0861_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0861+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1998
 KV0861
 KV0861  HISTORY     - Date     Condition        Report By
 KV0861  HISTORY     - 1932     MONUMENTED       CGS
 KV0861  HISTORY     - 1964     GOOD             CGS
 KV0861  HISTORY     - 1968     GOOD             CGS
 KV0861  HISTORY     - 1987     GOOD             USPSQD
 KV0861  HISTORY     - 1987     GOOD             USPSQD
 KV0861  HISTORY     - 1990     GOOD             USPSQD
 KV0861  HISTORY     - 1990     GOOD             USPSQD
 KV0861  HISTORY     - 19980601 GOOD             NJGS
 KV0861  HISTORY     - 20020725 GOOD             USGS
 KV0861
 KV0861                          STATION DESCRIPTION
 KV0861
 KV0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0861'0.2 MI SW FROM MANTOLOKING.
 KV0861'0.05 MILE WEST ALONG COUNTY ROAD 528 FROM THE JUNCTION OF OCEAN
 KV0861'AVENUE (STATE HIGHWAY 35) AT MANTOLKING, THENCE 0.15 MILE
 KV0861'SOUTH ALONG BAY AVENUE, IN THE APPROXIMATE CENTER OF THE
 KV0861'GRAVELED PARKING AREA OF THE MANTOLOKING YACHT CLUB, 293.5
 KV0861'FEET SOUTHWEST OF TIDAL NO. 4, 166.5 FEET SOUTH OF TIDAL NO.
 KV0861'2, 103 FEET SOUTH OF THE SOUTHEAST CORNER OF THE PORCH OF A
 KV0861'BOAT SHED, 67 FEET NORTH OF THE NORTHWEST CORNER OF A SMALL
 KV0861'BUILDING, 50 FEET EAST OF A SEAWALL, 35 FEET NORTHEAST OF THE
 KV0861'FLAG POLE, 41.5 FET SOUTH OF THE EXTENDED CENTER LINE OF A
 KV0861'DRIVEWAY AND FLAG POLE, 41.5 FEET SOUTH OF THE EXTENDED CENTER
 KV0861'LINE OF A DRIVEWAY AND FLAG POLE, 41.5 FEET SOUTH OF THE
 KV0861'EXTENDED CENTER LINE OF A DRIVEWAY AND SET IN THE TOP OF A
 KV0861'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 KV0861
 KV0861                          STATION RECOVERY (1968)
 KV0861
 KV0861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KV0861'RECOVERED IN GOOD CONDITION.
 KV0861
 KV0861                          STATION RECOVERY (1987)
 KV0861
 KV0861'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0861'RECOVERED IN GOOD CONDITION.
 KV0861
 KV0861                          STATION RECOVERY (1987)
 KV0861
 KV0861'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0861'RECOVERED IN GOOD CONDITION.
 KV0861
 KV0861                          STATION RECOVERY (1990)
 KV0861
 KV0861'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0861'RECOVERED IN GOOD CONDITION.
 KV0861
 KV0861                          STATION RECOVERY (1990)
 KV0861
 KV0861'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHF)
 KV0861'RECOVERED IN GOOD CONDITION.
 KV0861
 KV0861                          STATION RECOVERY (1998)
 KV0861
 KV0861'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV0861'RECOVERED AS DESCRIBED.
 KV0861
 KV0861                          STATION RECOVERY (2002)
 KV0861
 KV0861'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 KV0861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3093 ***********************************************************************
 JU3093  DESIGNATION -  MANTUA
 JU3093  PID         -  JU3093
 JU3093  STATE/COUNTY-  NJ/GLOUCESTER
 JU3093  USGS QUAD   -  WOODBURY (1995)
 JU3093
 JU3093                         *CURRENT SURVEY CONTROL
 JU3093  ___________________________________________________________________
 JU3093* NAD 83(1996)-  39 47 40.87922(N)    075 10 19.88697(W)     ADJUSTED  
 JU3093* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 JU3093  ___________________________________________________________________
 JU3093  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 JU3093  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JU3093
 JU3093  HORZ ORDER  -  SECOND
 JU3093
 JU3093.The horizontal coordinates were established by classical geodetic methods
 JU3093.and adjusted by the National Geodetic Survey in September 1999..
 JU3093
 JU3093.The orthometric height was scaled from a topographic map.
 JU3093
 JU3093.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3093
 JU3093.The geoid height was determined by GEOID03.
 JU3093
 JU3093;                    North         East     Units Scale Factor Converg.
 JU3093;SPC NJ       -   106,936.562    92,433.006   MT  0.99994079   -0 25 48.9
 JU3093;SPC NJ       -   350,841.04    303,257.29   sFT  0.99994079   -0 25 48.9
 JU3093;SPC PA S     -    54,448.943   820,760.995   MT  1.00002457   +1 40 20.9
 JU3093;SPC PA S     -   178,637.91  2,692,780.03   sFT  1.00002457   +1 40 20.9
 JU3093;UTM  18      - 4,404,984.252   485,257.913   MT  0.99960268   -0 06 36.8
 JU3093
 JU3093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3093!SPC NJ       -   1.00000429  x   0.99994079  =   0.99994508
 JU3093!SPC PA S     -   1.00000429  x   1.00002457  =   1.00002886
 JU3093!UTM  18      -   1.00000429  x   0.99960268  =   0.99960697
 JU3093
 JU3093|---------------------------------------------------------------------|
 JU3093| PID    Reference Object                     Distance      Geod. Az  |
 JU3093|                                                           dddmmss.s |
 JU3093| CB2236 MANTUA RM 1                          50.173 METERS 01221     |
 JU3093| CB2235 MANTUA AZ MK                                       0134500.6 |
 JU3093| CB2237 MANTUA RM 2                          28.596 METERS 34722     |
 JU3093|---------------------------------------------------------------------|
 JU3093
 JU3093                          SUPERSEDED SURVEY CONTROL
 JU3093
 JU3093  NAD 83(1991)-  39 47 40.87686(N)    075 10 19.88794(W) AD(       ) 2
 JU3093  NAD 83(1986)-  39 47 40.87193(N)    075 10 19.89101(W) AD(       ) 2
 JU3093  NAD 27      -  39 47 40.46800(N)    075 10 21.23900(W) AD(       ) 2
 JU3093
 JU3093.Superseded values are not recommended for survey control.
 JU3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3093.See file dsdata.txt to determine how the superseded data were derived.
 JU3093
 JU3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8525804984(NAD 83)
 JU3093_MARKER: DS = TRIANGULATION STATION DISK
 JU3093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3093_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3093
 JU3093  HISTORY     - Date     Condition        Report By
 JU3093  HISTORY     - 1933     MONUMENTED       CGS
 JU3093  HISTORY     - 1946     GOOD             CGS
 JU3093
 JU3093                          STATION DESCRIPTION
 JU3093
 JU3093'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3093'THIS STATION IS JUST SW OF THE MANTUA CREEK BRIDGE IN
 JU3093'MANTUA.  ABOUT 3 MILES SSW OF WOODBURY.  THE MARK IS 87 FEET SSW
 JU3093'OF THE SW END OF THE BRIDGE.  61.6 FEET E OF TELEPHONE POLE
 JU3093'BT-AC 211-12.  AND 11.5 FEET SE OF THE SE CURB OF ROUTE 45
 JU3093'(BROADWAY OR MANTUA AVENUE).  THE MARK PROJECTS 1 INCH.
 JU3093'
 JU3093'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 JU3093'CONCRETE.
 JU3093'
 JU3093'REFERENCE MARK NO.1 IS NNE OF THE STATION.  SET IN THE SE SIDE
 JU3093'OF THE NE CONCRETE ABUTMENT OF THE BRIDGE.  6 FEET NE OF THE END
 JU3093'OF THE BRIDGE.  AND 2.6 FEET SW OF THE SW CURB OF ROUTE 45.
 JU3093'
 JU3093'REFERENCE MARK NO.2 IS N OF THE STATION.  SET IN THE NW SIDE OF
 JU3093'THE SW ABUTMENT.  3.4 FEET SW OF THE END OF THE BRIDGE.  10.6
 JU3093'FEET SW OF TELEPHONE POLE 211-13.  AND 2 FEET NW OF THE NW CURB
 JU3093'OF ROUTE 45.
 JU3093'
 JU3093'THE AZIMUTH MARK IS NNE OF THE STATION.  SET IN THE CURB ON THE
 JU3093'NW SIDE OF ROUTE 45.  IT IS 10 FEET NE OF TELEPHONE POLE
 JU3093'211-19.  AND 20 FEET NE OF A DRIVEWAY LEADING NW.
 JU3093'
 JU3093'TO REACH STATION--FOLLOW ROUTE 45 TO THE MANTUA CREEK BRIDGE
 JU3093'IN MANTUA, WHICH IS ABOUT 3 MILES SSW OF WOODBURY.
 JU3093
 JU3093                          STATION RECOVERY (1946)
 JU3093
 JU3093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3093'STATION MARKS, AZIMUTH MARK, AND REFERENCE MARKS 1 AND 2
 JU3093'RECOVERED IN GOOD CONDITION.  DISTANCES TO REFERENCE MARKS WERE
 JU3093'MEASURED AND FOUND CORRECT.  THE ORIGINAL DESCRIPTION AND 1934
 JU3093'RECOVERY NOTE ARE ADEQUATE EXCEPT FOR THE FOLLOWING CHANGE AND
 JU3093'ADDITIONS--
 JU3093'
 JU3093'CHANGE - PROJECTS 1 INCH TO - IS 0.5 FOOT UNDERGROUND.
 JU3093'
 JU3093'ADD - (R.M. 1) SET 0.4 FOOT IN 0.3-FOOT-DIAMETER HOLE IN
 JU3093'CONCRETE IN THE SE SIDE OF THE NE CONCRETE ABUTMENT.
 JU3093'
 JU3093'ADD - THE STATION IS STAMPED, MANTUA 21.977 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5869 ***********************************************************************
 KV5869  DESIGNATION -  MANVILLE 1
 KV5869  PID         -  KV5869
 KV5869  STATE/COUNTY-  NJ/SOMERSET
 KV5869  USGS QUAD   -  BOUND BROOK (1995)
 KV5869
 KV5869                         *CURRENT SURVEY CONTROL
 KV5869  ___________________________________________________________________
 KV5869* NAD 83(1996)-  40 31 33.95206(N)    074 35 45.65629(W)     ADJUSTED  
 KV5869* NAVD 88     -        21.6    (meters)      71.     (feet)  VERTCON   
 KV5869  ___________________________________________________________________
 KV5869  X           -   1,289,585.455 (meters)                     COMP
 KV5869  Y           -  -4,680,539.121 (meters)                     COMP
 KV5869  Z           -   4,122,555.521 (meters)                     COMP
 KV5869  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 KV5869  ELLIP HEIGHT-         -11.71  (meters)          (10/23/02) GPS OBS
 KV5869  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KV5869
 KV5869  HORZ ORDER  -  SECOND
 KV5869  ELLP ORDER  -  FOURTH    CLASS I
 KV5869
 KV5869.This mark is at Kupper Airport (47N)
 KV5869
 KV5869.The horizontal coordinates were established by GPS observations
 KV5869.and adjusted by the National Geodetic Survey in May 1999..
 KV5869
 KV5869.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5869
 KV5869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5869
 KV5869.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5869
 KV5869.The ellipsoidal height was determined by GPS observations
 KV5869.and is referenced to NAD 83.
 KV5869
 KV5869.The geoid height was determined by GEOID03.
 KV5869
 KV5869;                    North         East     Units Scale Factor Converg.
 KV5869;SPC NJ       -   187,930.733   141,864.937   MT  0.99990081   -0 03 44.6
 KV5869;SPC NJ       -   616,569.41    465,435.21   sFT  0.99990081   -0 03 44.6
 KV5869;UTM  18      - 4,486,229.977   534,217.929   MT  0.99961441   +0 15 45.0
 KV5869
 KV5869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5869!SPC NJ       -   1.00000184  x   0.99990081  =   0.99990265
 KV5869!UTM  18      -   1.00000184  x   0.99961441  =   0.99961625
 KV5869
 KV5869:                Primary Azimuth Mark                     Grid Az
 KV5869:SPC NJ       -  MANVILLE 2                               233 29 34.2
 KV5869:UTM  18      -  MANVILLE 2                               233 10 04.6
 KV5869
 KV5869|---------------------------------------------------------------------|
 KV5869| PID    Reference Object                     Distance      Geod. Az  |
 KV5869|                                                           dddmmss.s |
 KV5869| KV5870 MANVILLE 2                          APPROX. 0.8 KM 2332549.6 |
 KV5869|---------------------------------------------------------------------|
 KV5869
 KV5869                          SUPERSEDED SURVEY CONTROL
 KV5869
 KV5869  ELLIP H (05/14/99)  -11.70   (m)                       GP(       ) 4 1
 KV5869  NAD 83(1986)-  40 31 33.95233(N)    074 35 45.65836(W) AD(       ) 2
 KV5869  NAD 83(1986)-  40 31 33.95291(N)    074 35 45.65724(W) AD(       ) 3
 KV5869  NAD 27      -  40 31 33.57749(N)    074 35 47.09255(W) AD(       ) 3
 KV5869  NGVD 29 (10/04/91)   21.9    (m)           72.     (f) GPS OBS        
 KV5869
 KV5869.Superseded values are not recommended for survey control.
 KV5869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5869.See file dsdata.txt to determine how the superseded data were derived.
 KV5869
 KV5869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3421886230(NAD 83)
 KV5869_MARKER: I = METAL ROD
 KV5869_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5869_SP_SET: STAINLESS STEEL ROD
 KV5869_STAMPING: MANVILLE 1 1987
 KV5869_MARK LOGO: NGS   
 KV5869_PROJECTION: FLUSH
 KV5869_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5869+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 KV5869_ROD/PIPE-DEPTH: 32.9 meters
 KV5869
 KV5869  HISTORY     - Date     Condition        Report By
 KV5869  HISTORY     - 1987     MONUMENTED       AEROS
 KV5869  HISTORY     - 1987     GOOD             AEROS
 KV5869  HISTORY     - 19900108 GOOD             NJGS
 KV5869  HISTORY     - 20031122 GOOD             USPSQD
 KV5869  HISTORY     - 20050815 GOOD             SURSAT
 KV5869
 KV5869                          STATION DESCRIPTION
 KV5869
 KV5869'DESCRIBED BY AERO SERVICE CORPORATION 1987 (PCO)
 KV5869'THE STATION IS LOCATED ABOUT 2.11 KM (1.3 MI)
 KV5869'SOUTH OF MANVILLE,
 KV5869'3.06 KM (1.9 MI) NORTH OF MILLSTONE,
 KV5869'9.66 KM (6.0 MI) EAST-NORTHEAST OF FLAGTOWN, WITHIN THE BOUNDARY OF
 KV5869'THE KUPPER AIRPORT.
 KV5869'OWNERSHIP--CHARLES KUPPER AND ART MADDEN, 1034 MILLSTONE ROAD,
 KV5869'SOMERVILLE, NEW JERSEY 08876, PHONE NUMBER (201)526-2822.
 KV5869'
 KV5869'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MANVILLE, LOCATED
 KV5869'SOUTH OF THE (T) INTERSECTION OF BROOKS BLVD AND N. FIRST AVE, GO
 KV5869'EAST FOR 0.08 KM (0.05 MI) ON BROOKS BLVD TO THE INTERSECTION OF
 KV5869'MAIN STREET (COUNTY ROAD 533).
 KV5869'TURN RIGHT AND GO SOUTH FOR 2.09 KM (1.3 MI) ON MAIN STREET TO THE
 KV5869'PAVED ENTRANCE ROAD TO THE KUPPER AIRPORT ON THE RIGHT.
 KV5869'TURN RIGHT AND GO WEST FOR 0.08 KM (0.05 MI) ON THE PAVED ENTRANCE
 KV5869'ROAD TO THE AIRPORT OFFICE LEFT AND A PAVED ROAD RIGHT.
 KV5869'TURN RIGHT, FOLLOWING THE PAVED ROAD AROUND THE EAST END OF
 KV5869'A CONCRETE BLOCK HANGER, AND GO WEST FOR 0.08 KM (0.05 MI) TO A
 KV5869'TAXIWAY.
 KV5869'TURN RIGHT AND GO NORTH FOR 0.08 KM (0.05 MI) ON THE TAXIWAY TO THE
 KV5869'RUNWAY.  CROSS OVER THE RUNWAY AND GO NORTHWEST FOR 0.08 KM (0.05
 KV5869'MI) ON THE TAXIWAY TO ANOTHER TAXIWAY PARALLELING THE RUNWAY ON THE
 KV5869'NORTH SIDE.
 KV5869'TURN LEFT AND GO SOUTHWEST FOR 0.24 KM (0.15 MI) ON THE TAXIWAY TO
 KV5869'THE STATION ON THE LEFT.
 KV5869'
 KV5869'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK. THE LOGO
 KV5869'FLANGE WITH ACCESS COVER IS STAMPED---MANVILLE 1 1987---, AND IS
 KV5869'SET FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KV5869'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 1.52 METERS (5.0 FT) AND
 KV5869'IS RECESSED 10 CM BELOW THE GROUND.  LOCATED 15.54 METERS (51.0 FT)
 KV5869'SOUTHEAST FROM THE CENTERLINE OF A NORTHEAST-SOUTHWEST TAXIWAY,
 KV5869'11.73 METERS (38.5 FT) NORTH FROM THE NORTH CORNER OF THE CONCRETE
 KV5869'BASE OF A WIND (T), 2.56 METERS (8.4 FT) NORTH FROM THE BASE OF A
 KV5869'WIND SOCK.
 KV5869
 KV5869                          STATION RECOVERY (1987)
 KV5869
 KV5869'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 KV5869'RECOVERED IN GOOD CONDITION.
 KV5869
 KV5869                          STATION RECOVERY (1990)
 KV5869
 KV5869'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5869'THE STATION IS LOCATED IN HILLSBOROUGH TOWNSHIP, AT THE KUPPER AIRPORT
 KV5869', ADJASCENT TO THE MANVILLE BOROUGH SOUTH BOUNDARY.  PHONE 201 526
 KV5869'2822.  TO REACH THE STATION FROM THE MUNICIPAL BUILDING IN MANVILLE
 KV5869'BOROUGH, GO 1.76 KM (1.09 MI) SOUTH ON SOUTH MAIN STREET TO THE
 KV5869'JUNCTION WITH SCHIMDT STREET, TURN RIGHT AND GO 0.40 KM (0.25 MI) ,
 KV5869'BEARING TO THE LEFT BEHIND THE VAN NESS BURIAL GROUNDS, ON THE
 KV5869'ENTRANCE ROAD TO THE KUPPER AIRPORT, TURN LEFT BETWEEN TWO CORRIGATED
 KV5869'METAL HANGERS AND GO SOUTH 0.08 KM (0.05 MI) TO THE TAXIWAY AND THE
 KV5869'STATION SET NEAR THE WIND SOCK AND THE WIND DIRECTION INDICATOR.  THE
 KV5869'STATION IS 12.3 M (40.35 FT) NORTHEAST OF THE PIVOT POST OF THE WIND
 KV5869'DIRECTION INDICATOR, 2.55 M (8.37 FT) NORTHEAST OF THE WIND SOCK AND
 KV5869'15.65 M (51.35 FT) SOUTH SOUTHEAST OF THE TAXIWAY CENTERLINE.  THE
 KV5869'STATION IS A STANDARD, NGS THREE DIMENSIONAL MARK.  THE LOGO FLANGE,
 KV5869'OF A 5 INCH DIAMETER NGS PROTECTIVE CAP, IS STAMPED, MANVILLE 1 1987.
 KV5869
 KV5869                          STATION RECOVERY (2003)
 KV5869
 KV5869'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV5869'LOOK FOR ACCESS COVER, PLAINLY MARKED, B4 WINDSOCK POLE
 KV5869
 KV5869                          STATION RECOVERY (2005)
 KV5869
 KV5869'RECOVERY NOTE BY SURVSAT 2005 (BRB)
 KV5869'FIELD IS NOW 'CENTRAL JERSEY AIRPORT' AND THE MANAGER, STEVEN RICHARD
 KV5869'WOULD APPRECIATE A CALL (908 707-9037)BEFORE GOING TO MARK. DO NOT
 KV5869'PARK ON THE TAXIWAY. THERE ARE REMAINS OF A CARSONITE MARKER IN THE
 KV5869'GRASS NEAR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5870 ***********************************************************************
 KV5870  DESIGNATION -  MANVILLE 2
 KV5870  PID         -  KV5870
 KV5870  STATE/COUNTY-  NJ/SOMERSET
 KV5870  USGS QUAD   -  BOUND BROOK (1995)
 KV5870
 KV5870                         *CURRENT SURVEY CONTROL
 KV5870  ___________________________________________________________________
 KV5870* NAD 83(1996)-  40 31 18.84015(N)    074 36 12.34896(W)     ADJUSTED  
 KV5870* NAVD 88     -        26.0    (meters)      85.     (feet)  VERTCON   
 KV5870  ___________________________________________________________________
 KV5870  X           -   1,289,061.037 (meters)                     COMP
 KV5870  Y           -  -4,681,001.194 (meters)                     COMP
 KV5870  Z           -   4,122,204.046 (meters)                     COMP
 KV5870  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 KV5870  ELLIP HEIGHT-          -7.32  (meters)          (10/23/02) GPS OBS
 KV5870  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KV5870
 KV5870  HORZ ORDER  -  SECOND
 KV5870  ELLP ORDER  -  FOURTH    CLASS I
 KV5870
 KV5870.This mark is at Kupper Airport (47N)
 KV5870
 KV5870.The horizontal coordinates were established by GPS observations
 KV5870.and adjusted by the National Geodetic Survey in May 1999..
 KV5870
 KV5870.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5870
 KV5870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5870
 KV5870.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5870
 KV5870.The ellipsoidal height was determined by GPS observations
 KV5870.and is referenced to NAD 83.
 KV5870
 KV5870.The geoid height was determined by GEOID03.
 KV5870
 KV5870;                    North         East     Units Scale Factor Converg.
 KV5870;SPC NJ       -   187,465.352   141,236.175   MT  0.99990095   -0 04 01.9
 KV5870;SPC NJ       -   615,042.58    463,372.35   sFT  0.99990095   -0 04 01.9
 KV5870;UTM  18      - 4,485,761.172   533,591.996   MT  0.99961389   +0 15 27.6
 KV5870
 KV5870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5870!SPC NJ       -   1.00000115  x   0.99990095  =   0.99990210
 KV5870!UTM  18      -   1.00000115  x   0.99961389  =   0.99961504
 KV5870
 KV5870:                Primary Azimuth Mark                     Grid Az
 KV5870:SPC NJ       -  MANVILLE 1                               053 29 34.1
 KV5870:UTM  18      -  MANVILLE 1                               053 10 04.6
 KV5870
 KV5870|---------------------------------------------------------------------|
 KV5870| PID    Reference Object                     Distance      Geod. Az  |
 KV5870|                                                           dddmmss.s |
 KV5870| KV5869 MANVILLE 1                          APPROX. 0.8 KM 0532532.2 |
 KV5870|---------------------------------------------------------------------|
 KV5870
 KV5870                          SUPERSEDED SURVEY CONTROL
 KV5870
 KV5870  NAD 83(1986)-  40 31 18.84033(N)    074 36 12.35095(W) AD(       ) 2
 KV5870  NAD 83(1986)-  40 31 18.84061(N)    074 36 12.35042(W) AD(       ) 3
 KV5870  NAD 27      -  40 31 18.46491(N)    074 36 13.78497(W) AD(       ) 3
 KV5870  NGVD 29 (05/20/88)   26.3    (m)           86.     (f) GPS OBS        
 KV5870
 KV5870.Superseded values are not recommended for survey control.
 KV5870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5870.See file dsdata.txt to determine how the superseded data were derived.
 KV5870
 KV5870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3359285761(NAD 83)
 KV5870_MARKER: I = METAL ROD
 KV5870_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5870_SP_SET: STAINLESS STEEL ROD
 KV5870_STAMPING: MANVILLE 2 1987
 KV5870_MARK LOGO: NGS   
 KV5870_PROJECTION: FLUSH
 KV5870_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5870+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1990
 KV5870_ROD/PIPE-DEPTH: 1.52 meters
 KV5870
 KV5870  HISTORY     - Date     Condition        Report By
 KV5870  HISTORY     - 1987     MONUMENTED       AEROS
 KV5870  HISTORY     - 1987     GOOD             AEROS
 KV5870  HISTORY     - 19900108 GOOD             NJGS
 KV5870  HISTORY     - 20010331 GOOD             NGS
 KV5870
 KV5870                          STATION DESCRIPTION
 KV5870
 KV5870'DESCRIBED BY AERO SERVICE CORPORATION 1987 (PCO)
 KV5870'THE STATION IS LOCATED ABOUT 2.09 KM (1.3 MI)
 KV5870'SOUTH OF MANVILLE,
 KV5870'3.06 KM (1.9 MI) NORTH OF MILLSTONE,
 KV5870'9.66 KM (6.0 MI) EAST-NORTHEAST OF FLAGTOWN, WITHIN THE BOUNDARY OF
 KV5870'THE KUPPER AIRPORT.
 KV5870'OWNERSHIP--CHARLES KUPPER AND ART MADDEN, 1034 MILLSTONE ROAD,
 KV5870'SOMERVILLE, NEW JERSEY 08876, PHONE NUMBER (201)526-2822.
 KV5870'
 KV5870'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MANVILLE, LOCATED
 KV5870'SOUTH OF THE (T) INTERSECTION OF BROOKS BLVD AND N. FIRST AVE, GO
 KV5870'EAST FOR 0.08 KM (0.05 MI) ON BROOKS BLVD TO THE INTERSECTION OF
 KV5870'MAIN STREET (COUNTY ROAD 533).
 KV5870'TURN RIGHT AND GO SOUTH FOR 2.09 KM (1.3 MI) ON MAIN STREET TO THE
 KV5870'PAVED ENTRANCE ROAD TO THE KUPPER AIRPORT ON THE RIGHT.
 KV5870'TURN RIGHT AND GO WEST FOR 0.08 KM (0.05 MI) ON THE PAVED ENTRANCE
 KV5870'ROAD TO THE AIRPORT OFFICE AND A PAVED ROAD RIGHT.  TURN RIGHT,
 KV5870'FOLLOWING THE PAVED ROAD AROUND THE EAST END OF A CONCRETE BLOCK
 KV5870'HANGAR, AND GO WEST FOR 0.08 KM (0.05 MI) TO A TAXIWAY.
 KV5870'TURN RIGHT AND GO NORTH FOR 0.08 KM (0.05 MI) ON THE TAXIWAY TO THE
 KV5870'RUNWAY.  CROSS OVER THE RUNWAY,
 KV5870'TURN LEFT AND GO NORTHWEST FOR 0.08 KM (0.05 MI) ON THE TAXIWAY TO
 KV5870'ANOTHER TAXIWAY PARALLELING THE RUNWAY ON THE NORTH SIDE.
 KV5870'TURN LEFT AND GO SOUTHWEST FOR 0.64 KM (0.4 MI) ON THE TAXIWAY TO
 KV5870'THE STATION AT THE END OF THE RUNWAY.
 KV5870'
 KV5870'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KV5870'FLANGE WITH ACCESS COVER IS STAMPED---MANVILLE 2 1987---, AND IS
 KV5870'SET FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KV5870'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 1.52 METERS (5.0 FT) AND
 KV5870'IS RECESSED 10 CM BELOW THE GROUND.  LOCATED 19.96 METERS (65.5
 KV5870'FT) SOUTHEAST FROM THE SOUTHEAST RAIL OF THE READING CENTRAL
 KV5870'RAILROAD, 9.45 METERS (31.0 FT) NORTHWEST FROM THE CENTERLINE OF
 KV5870'THE SOUTHWEST END OF THE RUNWAY, 0.58 METERS (1.9 FT) SOUTHEAST
 KV5870'FROM A CARSONITE WITNESS POST.
 KV5870
 KV5870                          STATION RECOVERY (1987)
 KV5870
 KV5870'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 KV5870'RECOVERED IN GOOD CONDITION.
 KV5870
 KV5870                          STATION RECOVERY (1990)
 KV5870
 KV5870'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5870'THE STATION IS LOCATED IN HILLSBOROUGH TOWNSHIP, AT THE KUPPER AIRPORT
 KV5870', ADJACENT TO THE MANVILLE BOROUGH SOUTH BOUNDARY.  PHONE 201 526
 KV5870'2822.  TO REACH THE STATION FROM THE MUNICIPAL BUILDING IN MANVILLE
 KV5870'BOROUGH, GO 1.76 KM (1.09 MI) SOUTH ON SOUTH MAIN STREET TO THE
 KV5870'JUNCTION WITH SCHIMDT STREET, TURN RIGHT AND GO 0.40 KM (0.25 MI) ,
 KV5870'BEARING TO THE LEFT BEHIND THE VAN NESS BURIAL GROUNDS, ON THE
 KV5870'ENTRANCE ROAD TO THE KUPPER AIRPORT, THEN TURN LEFT BETWEEN TWO
 KV5870'CORRIGATED METAL HANGERS AND GO SOUTH 0.08 KM (0.05 MI) TO THE
 KV5870'TAXIWAY, FOLLOW THE TAXIWAY 0.8 KM (0.50 MI) SOUTHWEST, CROSSING THE
 KV5870'RUNWAY, TO THE SOUTHWESTERLY END OF RUNWAY 7, AND THE STATION ON THE
 KV5870'NORTHWEST SIDE.  THE STATION IS 19.9 M (65.29 FT) SOUTHEAST OF THE
 KV5870'SOUTHEAST RAIL OF THE CONRAIL TRACKS, 17.85 M (58.56 FT) NORTHEAST OF
 KV5870'THE WEST CORNER OF THE RUNWAY, 8.6 M (28.22 FT) NORTHWEST OF THE
 KV5870'RUNWAY CENTERLINE AND 0.6 M (1.97 FT) SOUTHEAST OF A WITNESS POST.
 KV5870'THE STATION IS A STANDARD, NGS THREE DIMENSIONAL MARK.  THE LOGO
 KV5870'FLANGE, OF A 5 INCH DIAMETER NGS PROTECTIVE CAP, IS STAMPED, MANVILLE
 KV5870'2 1987.  THE LOGO CAP HAS BEEN DISTURBED.
 KV5870
 KV5870                          STATION RECOVERY (2001)
 KV5870
 KV5870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV5870'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5800 ***********************************************************************
 KV5800  DESIGNATION -  MANVILLE J MANVILLE N TWIN STK
 KV5800  PID         -  KV5800
 KV5800  STATE/COUNTY-  NJ/SOMERSET
 KV5800  USGS QUAD   -  BOUND BROOK (1995)
 KV5800
 KV5800                         *CURRENT SURVEY CONTROL
 KV5800  ___________________________________________________________________
 KV5800* NAD 83(1996)-  40 33 01.49544(N)    074 35 01.37869(W)     ADJUSTED  
 KV5800* NAVD 88     -                                                        
 KV5800  ___________________________________________________________________
 KV5800  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 KV5800  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KV5800
 KV5800  HORZ ORDER  -  THIRD
 KV5800
 KV5800.The horizontal coordinates were established by classical geodetic methods
 KV5800.and adjusted by the National Geodetic Survey in September 1999..
 KV5800
 KV5800
 KV5800.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5800
 KV5800.The geoid height was determined by GEOID03.
 KV5800
 KV5800;                    North         East     Units Scale Factor Converg.
 KV5800;SPC NJ       -   190,629.750   142,909.580   MT  0.99990062   -0 03 15.9
 KV5800;SPC NJ       -   625,424.44    468,862.51   sFT  0.99990062   -0 03 15.9
 KV5800;UTM  18      - 4,488,934.102   535,246.952   MT  0.99961529   +0 16 14.3
 KV5800
 KV5800                          SUPERSEDED SURVEY CONTROL
 KV5800
 KV5800  NAD 83(1986)-  40 33 01.49663(N)    074 35 01.38059(W) AD(       ) 4
 KV5800  NAD 27      -  40 33 01.13100(N)    074 35 02.86200(W) AD(       ) 3
 KV5800
 KV5800.Superseded values are not recommended for survey control.
 KV5800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5800.See file dsdata.txt to determine how the superseded data were derived.
 KV5800
 KV5800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3524788934(NAD 83)
 KV5800_MARKER: 63 = STACK
 KV5800
 KV5800  HISTORY     - Date     Condition        Report By
 KV5800  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5800  HISTORY     - 1958     GOOD             CGS
 KV5800  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV5800
 KV5800                          STATION DESCRIPTION
 KV5800
 KV5800'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5800'THIS IS A LARGE PLANT, 10 TO 12 ACRES IN EXTENT, WHERE ASBESTOS
 KV5800'PRODUCTS ARE MANUFACTURED.
 KV5800'
 KV5800'LARGE POWER PLANT IS AT N END OF FACTORY, WITH TWIN STACKS ON
 KV5800'THE W SIDE.  STACKS ARE IN LINE N AND S.  THEY ARE ABOUT 175
 KV5800'FEET HIGH AND 10 FEET IN DIAMETER AT TOP.  SURMOUNTED BY
 KV5800'LIGHTNING RODS.  BUILT OF YELLOW TILE, THE S ONE HAVING BLACK
 KV5800'INSET WORK AT TOP.  N ONE PLAIN AT TOP.  S STACK IS SOOTY AT
 KV5800'TOP.  N ONE IS CLEAN.  THE RARITAN RIVER IS ADJACENT ON E.  THE
 KV5800'MAIN CONCRETE HIGHWAY IS ABOUT 200 FEET W.  2 SMALL WOODEN
 KV5800'WATER TANKS LIE TO SW.
 KV5800'
 KV5800'TO REACH JOHNS-MANVILLE ASBESTOS CO. PLANT, GO W FROM BOUND
 KV5800'BROOK OR E FROM SOMERVILLE ON HIGHWAY.  TURN S ON HIGHWAY 1 MILE
 KV5800'ON MAIN CONCRETE ROAD CONNECTING THE ABOVE-MENTIONED TOWNS.  AT
 KV5800'THE N SIDE OF SMALL VILLAGE OF MANVILLE.
 KV5800
 KV5800                          STATION RECOVERY (1958)
 KV5800
 KV5800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 KV5800'INTERSECTION STATION RECOVERED AS DESCRIBED.  DESCRIPTION
 KV5800'ADEQUATE AND CORRECT WITH THE FOLLOWING ADDITIONS.
 KV5800'
 KV5800'NORTHERLY STACK NOW HAS METAL BANDS ABOUT 4 FEET APART.
 KV5800
 KV5800                          STATION RECOVERY (2001)
 KV5800
 KV5800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV5800'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5795 ***********************************************************************
 KV5795  DESIGNATION -  MANVILLE MUNICIPAL TANK
 KV5795  PID         -  KV5795
 KV5795  STATE/COUNTY-  NJ/SOMERSET
 KV5795  USGS QUAD   -  BOUND BROOK (1995)
 KV5795
 KV5795                         *CURRENT SURVEY CONTROL
 KV5795  ___________________________________________________________________
 KV5795* NAD 83(1996)-  40 32 35.06637(N)    074 35 43.29311(W)     ADJUSTED  
 KV5795* NAVD 88     -                                                        
 KV5795  ___________________________________________________________________
 KV5795  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 KV5795  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KV5795
 KV5795  HORZ ORDER  -  THIRD
 KV5795
 KV5795.The horizontal coordinates were established by classical geodetic methods
 KV5795.and adjusted by the National Geodetic Survey in September 1999..
 KV5795
 KV5795
 KV5795.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5795
 KV5795.The geoid height was determined by GEOID03.
 KV5795
 KV5795;                    North         East     Units Scale Factor Converg.
 KV5795;SPC NJ       -   189,815.605   141,922.594   MT  0.99990080   -0 03 43.1
 KV5795;SPC NJ       -   622,753.36    465,624.38   sFT  0.99990080   -0 03 43.1
 KV5795;UTM  18      - 4,488,114.605   534,264.881   MT  0.99961445   +0 15 46.9
 KV5795
 KV5795                          SUPERSEDED SURVEY CONTROL
 KV5795
 KV5795  NAD 83(1986)-  40 32 35.06754(N)    074 35 43.29616(W) AD(       ) 4
 KV5795  NAD 27      -  40 32 34.69700(N)    074 35 44.72500(W) AD(       ) 3
 KV5795
 KV5795.Superseded values are not recommended for survey control.
 KV5795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5795.See file dsdata.txt to determine how the superseded data were derived.
 KV5795
 KV5795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3426588115(NAD 83)
 KV5795_MARKER: 53 = ELEVATED TANK
 KV5795
 KV5795  HISTORY     - Date     Condition        Report By
 KV5795  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5795  HISTORY     - 1958     GOOD             CGS
 KV5795  HISTORY     - 20010331 GOOD             NGS
 KV5795
 KV5795                          STATION DESCRIPTION
 KV5795
 KV5795'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5795'STATION IS ABOUT 1/4 MILE W OF MAIN HIGHWAY AND ABOUT 100 YARDS
 KV5795'N OF LEHIGH VALLEY RAILROAD (4 TRACKS).  THIS IS BY FAR THE
 KV5795'LARGEST TANK IN THE VICINITY.  IT IS ABOUT 160 FEET TO THE
 KV5795'FINIAL.  ABOUT 40 FEET IN DIAMETER, AND ABOUT 50 FEET IN HEIGHT
 KV5795'(TANK PROPER).  THE RISER PIPE IS 5 FEET IN DIAMETER.  IT IS
 KV5795'SUPPORTED BY 10 LEGS.  TANK IS PAINTED ALUMINUM, WITH MANVILLE
 KV5795'IN BLACK LETTERS ON THE E AND W SIDES.  FRAMEWORK ALL PAINTED
 KV5795'BLACK.
 KV5795
 KV5795                          STATION RECOVERY (1958)
 KV5795
 KV5795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 KV5795'INTERSECTION STATION RECOVERED AS DESCRIBED.  DESCRIPTION
 KV5795'ADEQUATE AND CORRECT WITH THE FOLLOWING ADDITIONS.
 KV5795'
 KV5795'UPPER PORTION OF TANK IS NOW PAINTED GREY WITH MANVILLE PAINTED
 KV5795'ON EAST AND WEST SIDES IN A FADED ORANGE COLOR ON A RECTANGULAR
 KV5795'STRIP PAINTED BLACK.  ROUNDED BOTTOM OF TANK AND SUPPORTING
 KV5795'STRUCTURE IS PAINTED BLACK.
 KV5795
 KV5795                          STATION RECOVERY (2001)
 KV5795
 KV5795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV5795'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5515 ***********************************************************************
 KV5515  DESIGNATION -  MAP CONTROL STATION USE 1935
 KV5515  PID         -  KV5515
 KV5515  STATE/COUNTY-  NJ/BURLINGTON
 KV5515  USGS QUAD   -  COLUMBUS (1981)
 KV5515
 KV5515                         *CURRENT SURVEY CONTROL
 KV5515  ___________________________________________________________________
 KV5515* NAD 83(1996)-  40 00 28.70354(N)    074 42 21.05878(W)     ADJUSTED  
 KV5515* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 KV5515  ___________________________________________________________________
 KV5515  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 KV5515  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KV5515
 KV5515  HORZ ORDER  -  SECOND
 KV5515
 KV5515.The horizontal coordinates were established by classical geodetic methods
 KV5515.and adjusted by the National Geodetic Survey in September 1999..
 KV5515
 KV5515.The orthometric height was scaled from a topographic map.
 KV5515
 KV5515.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5515
 KV5515.The geoid height was determined by GEOID03.
 KV5515
 KV5515;                    North         East     Units Scale Factor Converg.
 KV5515;SPC NJ       -   130,419.919   132,425.499   MT  0.99990380   -0 07 56.4
 KV5515;SPC NJ       -   427,886.02    434,465.99   sFT  0.99990380   -0 07 56.4
 KV5515;UTM  18      - 4,428,683.599   525,105.683   MT  0.99960776   +0 11 20.8
 KV5515
 KV5515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5515!SPC NJ       -   0.99999466  x   0.99990380  =   0.99989846
 KV5515!UTM  18      -   0.99999466  x   0.99960776  =   0.99960242
 KV5515
 KV5515                          SUPERSEDED SURVEY CONTROL
 KV5515
 KV5515  NAD 83(1986)-  40 00 28.69857(N)    074 42 21.05722(W) AD(       ) 2
 KV5515  NAD 27      -  40 00 28.29500(N)    074 42 22.48000(W) AD(       ) 2
 KV5515
 KV5515.Superseded values are not recommended for survey control.
 KV5515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5515.See file dsdata.txt to determine how the superseded data were derived.
 KV5515
 KV5515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2510628684(NAD 83)
 KV5515
 KV5515  HISTORY     - Date     Condition        Report By
 KV5515  HISTORY     - 1935     MONUMENTED       USE
 KV5515
 KV5515                          STATION DESCRIPTION
 KV5515
 KV5515'DESCRIBED BY US ENGINEERS 1935
 KV5515'TO REACH STATION ARNEY 2 FROM THE INTERSECTION OF STATE HIGHWAY 39
 KV5515'AND GORDON STREET WHICH IS APPROXIMATELY 3.3 MILES SOUTH OF
 KV5515'MOUNT HOLLY, GO SOUTH ON STATE HIGHWAY 39 FOR 0.1 MILE TO ROAD
 KV5515'TO JULIUSTOWN, TURN LEFT AND GO 1.5 MILES TO T-ROAD RIGHT AT
 KV5515'MAIL BOX R.C.A. COMMISSION, INC., TURN RIGHT AND GO 0.3 MILE TO
 KV5515'WARNING SIGN NO CARS ALLOWED BEYOND THIS POINT, TURN LEFT AND
 KV5515'GO 0.1 MILE TO T-ROAD RIGHT, TAKE RIGHT ROAD AND GO 0.1 MILE TO
 KV5515'TELEVISION TOWER AND STATION SITE ARNEY 2.
 KV5515'
 KV5515'STATION MARK IS 63.28 FEET (19.290
 KV5515'METERS) NORTHEAST OF STATION ARNEY 2, AND PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2895 ***********************************************************************
 LY2895  DESIGNATION -  MAPLE
 LY2895  PID         -  LY2895
 LY2895  STATE/COUNTY-  NJ/SUSSEX
 LY2895  USGS QUAD   -  WAWAYANDA (1994)
 LY2895
 LY2895                         *CURRENT SURVEY CONTROL
 LY2895  ___________________________________________________________________
 LY2895* NAD 83(1996)-  41 12 58.47582(N)    074 27 51.22836(W)     ADJUSTED  
 LY2895* NAVD 88     -       125.7    (meters)     412.     (feet)  GPS OBS   
 LY2895  ___________________________________________________________________
 LY2895  X           -   1,286,936.479 (meters)                     COMP
 LY2895  Y           -  -4,629,318.239 (meters)                     COMP
 LY2895  Z           -   4,180,579.410 (meters)                     COMP
 LY2895  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 LY2895  ELLIP HEIGHT-          93.41  (meters)          (10/23/02) GPS OBS
 LY2895  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 LY2895
 LY2895  HORZ ORDER  -  FIRST
 LY2895  ELLP ORDER  -  FOURTH    CLASS I
 LY2895
 LY2895.The horizontal coordinates were established by GPS observations
 LY2895.and adjusted by the National Geodetic Survey in May 1999..
 LY2895
 LY2895.The orthometric height was determined by GPS observations and a
 LY2895.high-resolution geoid model.
 LY2895
 LY2895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2895
 LY2895.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2895
 LY2895.The ellipsoidal height was determined by GPS observations
 LY2895.and is referenced to NAD 83.
 LY2895
 LY2895.The geoid height was determined by GEOID03.
 LY2895
 LY2895;                    North         East     Units Scale Factor Converg.
 LY2895;SPC NJ       -   264,560.894   152,999.350   MT  0.99990011   +0 01 24.8
 LY2895;SPC NJ       -   867,980.20    501,965.37   sFT  0.99990011   +0 01 24.8
 LY2895;SPC NY E     -   264,560.894   152,999.350   MT  0.99990011   +0 01 24.8
 LY2895;SPC NY E     -   867,980.20    501,965.37   sFT  0.99990011   +0 01 24.8
 LY2895;UTM  18      - 4,562,900.930   544,911.569   MT  0.99962482   +0 21 10.9
 LY2895
 LY2895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2895!SPC NJ       -   0.99998535  x   0.99990011  =   0.99988546
 LY2895!SPC NY E     -   0.99998535  x   0.99990011  =   0.99988546
 LY2895!UTM  18      -   0.99998535  x   0.99962482  =   0.99961017
 LY2895
 LY2895                          SUPERSEDED SURVEY CONTROL
 LY2895
 LY2895  ELLIP H (05/14/99)   93.42   (m)                       GP(       ) 4 1
 LY2895  NAD 83(1996)-  41 12 58.47573(N)    074 27 51.22846(W) AD(       ) 1
 LY2895  NAD 83(1986)-  41 12 58.47756(N)    074 27 51.22840(W) AD(       ) 1
 LY2895
 LY2895.Superseded values are not recommended for survey control.
 LY2895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2895.See file dsdata.txt to determine how the superseded data were derived.
 LY2895
 LY2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4491262901(NAD 83)
 LY2895_MARKER: DD = SURVEY DISK
 LY2895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2895_SP_SET: CONCRETE POST
 LY2895_STAMPING: MAPLE
 LY2895_MARK LOGO: PSEG  
 LY2895_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2895+STABILITY: SURFACE MOTION
 LY2895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2895+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2002
 LY2895
 LY2895  HISTORY     - Date     Condition        Report By
 LY2895  HISTORY     - 1991     MONUMENTED       PSEG
 LY2895  HISTORY     - 20021105 GOOD             AASCO
 LY2895  HISTORY     - 20050601 GOOD             INDIV
 LY2895
 LY2895                          STATION DESCRIPTION
 LY2895
 LY2895'DESCRIBED BY PUBLIC SERVICE E + G 1991
 LY2895'THE STATION IS LOCATED IN VERNON TOWNSHIP ON THE NORTHEAST SIDE OF
 LY2895'MAPLE GRANGE ROAD, IN MAPLE GRANGE.  TO REACH THE STATION FROM THE
 LY2895'VERNON TOWNSHIP FIRE DEPARTMENT NUMBER 1, SOUTH OF THE JUNCTION OF
 LY2895'N.J. ROUTE 94 NORTH AND COUNTY ROAD 515 IN VERNON, GO NORTH ON N.J.
 LY2895'ROUTE 94 NORTH AND COUNTY ROAD 515 FOR 1.6 MI (2.6 KM) TO THE
 LY2895'JUNCTION WITH MAPLE GRANGE ROAD ON THE LEFT.  TURN LEFT ON MAPLE
 LY2895'GRANGE ROAD AND GO WEST FOR 0.4 MI (0.6 KM) TO A SINGLE SET OF TRACKS
 LY2895'AND THE STATION ON THE RIGHT, JUST PAST THE TRACKS, SET IN A LAWN
 LY2895'OPPOSITE THE DRIVEWAY FOR THE CONGRUENT MACHINING COMPANY.  THE
 LY2895'STATION IS 9.35 M (30.68 FT) EAST NORTHEAST OF THE CENTERLINE OF
 LY2895'MAPLE GRANGE ROAD, 3.14 M (10.30 FT) NORTHEAST FROM A SAWED OFF
 LY2895'TELEPHONE POLE AND 2.0 M (6.6 FT) SOUTHEAST FROM THE SOUTH EDGE OF
 LY2895'THE PAVED DRIVE FOR THE CONGRUENT MACHINING COMPANY.  THE STATION IS
 LY2895'A STANDARD PUBLIC SERVICE ELECTRIC AND GAS COMPANY BRONZE DISK,
 LY2895'STAMPED MAPLE, SET IN THE TOP OF A ROUND CONCRETE MONUMENT AND FLUSH
 LY2895'WITH THE GROUND.
 LY2895
 LY2895                          STATION RECOVERY (2002)
 LY2895
 LY2895'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (CAS)
 LY2895'RECOVERED IN GOOD CONDITION.
 LY2895
 LY2895                          STATION RECOVERY (2005)
 LY2895
 LY2895'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 LY2895'THE SAWED-OFF POLE SUPPORTS A MAILBOX NUMBERED 107.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3018 ***********************************************************************
 JU3018  DESIGNATION -  MAPLE SHADE NJ WATER STANDPIPE
 JU3018  PID         -  JU3018
 JU3018  STATE/COUNTY-  NJ/BURLINGTON
 JU3018  USGS QUAD   -  MOORESTOWN (1995)
 JU3018
 JU3018                         *CURRENT SURVEY CONTROL
 JU3018  ___________________________________________________________________
 JU3018* NAD 83(1996)-  39 57 25.36682(N)    074 59 27.86839(W)     ADJUSTED  
 JU3018* NAVD 88     -                                                        
 JU3018  ___________________________________________________________________
 JU3018  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 JU3018  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 JU3018
 JU3018  HORZ ORDER  -  THIRD
 JU3018
 JU3018.The horizontal coordinates were established by classical geodetic methods
 JU3018.and adjusted by the National Geodetic Survey in September 1999..
 JU3018
 JU3018
 JU3018.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3018
 JU3018.The geoid height was determined by GEOID03.
 JU3018
 JU3018;                    North         East     Units Scale Factor Converg.
 JU3018;SPC NJ       -   124,861.033   108,043.091   MT  0.99992166   -0 18 55.4
 JU3018;SPC NJ       -   409,648.24    354,471.37   sFT  0.99992166   -0 18 55.4
 JU3018;SPC PA S     -    72,935.916   835,703.638   MT  0.99999638   +1 47 23.9
 JU3018;SPC PA S     -   239,290.58  2,741,804.35   sFT  0.99999638   +1 47 23.9
 JU3018;UTM  18      - 4,422,989.838   500,762.351   MT  0.99960001   +0 00 20.6
 JU3018
 JU3018                          SUPERSEDED SURVEY CONTROL
 JU3018
 JU3018  NAD 83(1986)-  39 57 25.36187(N)    074 59 27.87186(W) AD(       ) 4
 JU3018  NAD 27      -  39 57 24.96300(N)    074 59 29.26300(W) AD(       ) 3
 JU3018
 JU3018.Superseded values are not recommended for survey control.
 JU3018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3018.See file dsdata.txt to determine how the superseded data were derived.
 JU3018
 JU3018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0076222990(NAD 83)
 JU3018_MARKER: 52 = STANDPIPE TANK
 JU3018
 JU3018  HISTORY     - Date     Condition        Report By
 JU3018  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3018  HISTORY     - 1946     GOOD             CGS
 JU3018  HISTORY     - 19940617 GOOD             USPSQD
 JU3018
 JU3018                          STATION DESCRIPTION
 JU3018
 JU3018'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3018'THIS STATION IS THE CENTER OF THE STANDPIPE OWNED BY THE NEW
 JU3018'JERSEY WATER COMPANY.  IT IS ABOUT 75 FEET W OF N CEDAR AVENUE
 JU3018'AND 200 FEET N OF EAST MAIN STREET, MAPLE SHADE, NEW JERSEY.  IT
 JU3018'IS A PLAIN GREY CYLINDRICAL STEEL STANDPIPE ABOUT 115 FEET HIGH
 JU3018'AND 20 FEET IN DIAMETER.
 JU3018
 JU3018                          STATION RECOVERY (1946)
 JU3018
 JU3018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3018'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT TANK HAS
 JU3018'BEEN REPAINTED BLACK.  PREVIOUSLY LISTED AS MAPLE SHADE, STANDPIPE.
 JU3018
 JU3018                          STATION RECOVERY (1994)
 JU3018
 JU3018'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU3018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2865 ***********************************************************************
 JU2865  DESIGNATION -  MAR
 JU2865  PID         -  JU2865
 JU2865  STATE/COUNTY-  NJ/CAPE MAY
 JU2865  USGS QUAD   -  MARMORA (1994)
 JU2865
 JU2865                         *CURRENT SURVEY CONTROL
 JU2865  ___________________________________________________________________
 JU2865* NAD 83(1996)-  39 15 11.16663(N)    074 37 39.08866(W)     ADJUSTED  
 JU2865* NAVD 88     -        12.672  (meters)      41.57   (feet)  ADJUSTED  
 JU2865  ___________________________________________________________________
 JU2865  X           -   1,311,038.074 (meters)                     COMP
 JU2865  Y           -  -4,768,640.342 (meters)                     COMP
 JU2865  Z           -   4,014,100.895 (meters)                     COMP
 JU2865  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 JU2865  ELLIP HEIGHT-         -21.96  (meters)          (10/23/02) GPS OBS
 JU2865  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 JU2865  DYNAMIC HT  -          12.665 (meters)      41.55  (feet)  COMP
 JU2865  MODELED GRAV-     980,093.7   (mgal)                       NAVD 88
 JU2865
 JU2865  HORZ ORDER  -  FIRST
 JU2865  VERT ORDER  -  FIRST     CLASS II
 JU2865  ELLP ORDER  -  FOURTH    CLASS I
 JU2865
 JU2865.The horizontal coordinates were established by GPS observations
 JU2865.and adjusted by the National Geodetic Survey in May 1999..
 JU2865
 JU2865.The orthometric height was determined by differential leveling
 JU2865.and adjusted by the National Geodetic Survey in March 2001..
 JU2865.No vertical observational check was made to the station.
 JU2865
 JU2865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2865
 JU2865.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2865
 JU2865.The ellipsoidal height was determined by GPS observations
 JU2865.and is referenced to NAD 83.
 JU2865
 JU2865.The geoid height was determined by GEOID03.
 JU2865
 JU2865.The dynamic height is computed by dividing the NAVD 88
 JU2865.geopotential number by the normal gravity value computed on the
 JU2865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2865.degrees latitude (g = 980.6199 gals.).
 JU2865
 JU2865.The modeled gravity was interpolated from observed gravity values.
 JU2865
 JU2865;                    North         East     Units Scale Factor Converg.
 JU2865;SPC NJ       -    46,604.240   138,993.564   MT  0.99990149   -0 04 50.5
 JU2865;SPC NJ       -   152,900.74    456,014.72   sFT  0.99990149   -0 04 50.5
 JU2865;UTM  18      - 4,344,930.278   532,138.117   MT  0.99961272   +0 14 08.5
 JU2865
 JU2865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2865!SPC NJ       -   1.00000345  x   0.99990149  =   0.99990494
 JU2865!UTM  18      -   1.00000345  x   0.99961272  =   0.99961616
 JU2865
 JU2865:                Primary Azimuth Mark                     Grid Az
 JU2865:SPC NJ       -  OCEAN CITY WATER TANK                    054 30 52.0
 JU2865:UTM  18      -  OCEAN CITY WATER TANK                    054 11 53.0
 JU2865
 JU2865|---------------------------------------------------------------------|
 JU2865| PID    Reference Object                     Distance      Geod. Az  |
 JU2865|                                                           dddmmss.s |
 JU2865| JU2856 OCEAN CITY WATER TANK               APPROX. 5.5 KM 0542601.5 |
 JU2865| JU2852 OCEAN CITY NORTH STANDPIPE          APPROX. 5.0 KM 0555614.9 |
 JU2865| JU2851 OCEAN CITY STANDPIPE                APPROX. 4.9 KM 0563258.5 |
 JU2865| JU2838 LARGE STACK SW STA BANK             APPROX. 2.0 KM 0601611.2 |
 JU2865| JU2854 OCEAN CITY FLANDERS HOTEL CUP       APPROX. 5.0 KM 0614442.2 |
 JU2865| CB2239 MAR AZ MK                                          0880707.4 |
 JU2865| AH8359 MAR RM 1                              9.132 METERS 11122     |
 JU2865| AH8360 MAR RM 2                              9.807 METERS 20209     |
 JU2865| JU2910 PALERMO AF BASE RADAR DOME          APPROX. 6.2 KM 2344555.0 |
 JU2865|---------------------------------------------------------------------|
 JU2865
 JU2865                          SUPERSEDED SURVEY CONTROL
 JU2865
 JU2865  ELLIP H (05/14/99)  -22.01   (m)                       GP(       ) 4 1
 JU2865  NAD 83(1992)-  39 15 11.16593(N)    074 37 39.08848(W) AD(       ) 1
 JU2865  ELLIP H (03/31/93)  -22.10   (m)                       GP(       ) 3 2
 JU2865  NAD 83(1986)-  39 15 11.14986(N)    074 37 39.08810(W) AD(       ) 2
 JU2865  NAD 27      -  39 15 10.73460(N)    074 37 40.52130(W) AD(       ) 2
 JU2865  NGVD 29 (07/19/86)   12.9    (m)           42.     (f) VERT ANG       
 JU2865
 JU2865.Superseded values are not recommended for survey control.
 JU2865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2865.See file dsdata.txt to determine how the superseded data were derived.
 JU2865
 JU2865_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3213844930(NAD 83)
 JU2865_MARKER: DS = TRIANGULATION STATION DISK
 JU2865_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU2865_SP_SET: BRIDGE SIDEWALK
 JU2865_STAMPING: MAR 1962
 JU2865_MARK LOGO: CGS   
 JU2865_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2865+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2006
 JU2865
 JU2865  HISTORY     - Date     Condition        Report By
 JU2865  HISTORY     - 1962     MONUMENTED       CGS
 JU2865  HISTORY     - 1962     GOOD             CGS
 JU2865  HISTORY     - 1971     GOOD             NGS
 JU2865  HISTORY     - 19900807 GOOD             NJGS
 JU2865  HISTORY     - 19930303 GOOD             NJHA
 JU2865  HISTORY     - 19970617 GOOD             NJGS
 JU2865  HISTORY     - 20000726 GOOD             NJGS
 JU2865  HISTORY     - 20060127 GOOD             GEOCAC
 JU2865
 JU2865                          STATION DESCRIPTION
 JU2865
 JU2865'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2865'THE STATION IS ABOUT 3 MILES SOUTHWEST OF OCEAN CITY, ABOUT 1-1/4
 JU2865'MILES SOUTHEAST OF MARMORA, ON THE NORTH SIDE OF THE BRIDGE OVER
 JU2865'THE INTERCOASTAL WATERWAY AT THE SOUTH END OF PECK BAY.  IT IS A
 JU2865'STANDARD DISK STAMPED MAR 1962 CEMENTED IN A DRILLED HOLE IN THE
 JU2865'NORTH SIDEWALK OF THE BRIDGE, 27 FEET EAST OF THE EAST END OF THE
 JU2865'IRON CENTER SPAN OF THE BRIDGE, 16 FEET NORTH OF THE CENTERLINE
 JU2865'OF THE BRIDGE, 7.8 FEET EAST OF THE WEST CORNER OF AN OFF-SET
 JU2865'IN THE BRIDGE RAILING, 2.6 FEET NORTH OF THE NORTH CURB OF THE
 JU2865'BRIDGE, AND 3 FEET SOUTH OF A CONCRETE RAIL.
 JU2865'
 JU2865'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 9 AND COUNTY
 JU2865'HIGHWAY 585 IN THE EAST EDGE OF MARMORA, GO SOUTHEAST ON COUNTY
 JU2865'HIGHWAY 585 FOR 0.3 MILE TO AN OVERPASS (GARDEN STATE
 JU2865'PARKWAY).  CONTINUE SOUTHWEST ON THE HIGHWAY FOR 1.05 MILE TO THE
 JU2865'HIGHEST POINT OF THE BRIDGE AND THE STATION ON THE LEFT, IN A
 JU2865'SMALL OFF-SET IN THE BRIDGE RAILING.
 JU2865'
 JU2865'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON COUNTY
 JU2865'HIGHWAY 585 FOR 0.75 MILE TO THE INTERSECTION WITH BAY AVE. AND
 JU2865'THE AZIMUTH MARK ON THE LEFT.
 JU2865'
 JU2865'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MAR NO 1 1962,
 JU2865'CEMENTED IN A DRILLED HOLE IN THE NORTH SIDEWALK OF THE BRIDGE.  IT
 JU2865'IS 1 FOOT WEST OF THE EAST CORNER OF THE OFF-SET IN THE BRIDGE
 JU2865'RAILING.
 JU2865'
 JU2865'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MAR NO 2 1962,
 JU2865'CEMENTED IN A DRILLED HOLE IN THE SOUTH CURB OF THE BRIDGE.  IT
 JU2865'IS 26 FEET EAST OF THE EAST END OF THE IRON CENTER SPAN OF THE
 JU2865'BRIDGE.
 JU2865'
 JU2865'THE AZIMUTH MARK IS 56 FEET NORTHEAST OF A POWER POLE, 63 FEET
 JU2865'NORTHEAST OF STREET SIGN POLE, 39 FEET NORTHWEST OF THE CENTERLINE
 JU2865'OF BAY AVE., 21 FEET SOUTHEAST OF A POWER POLE, 3 FEET NORTHEAST
 JU2865'OF A COUNTY ROAD SIGN, AND 2 FEET SOUTHWEST OF A WITNESS POST.
 JU2865'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED MAR 1962.
 JU2865'
 JU2865'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU2865
 JU2865                          STATION RECOVERY (1962)
 JU2865
 JU2865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 JU2865'RECOVERED IN GOOD CONDITION.
 JU2865
 JU2865                          STATION RECOVERY (1971)
 JU2865
 JU2865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU2865'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 JU2865'DESCRIBED IN GOOD CONDITION.
 JU2865'
 JU2865'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2865'1 MILE EAST OF MARMORA.
 JU2865
 JU2865                          STATION RECOVERY (1990)
 JU2865
 JU2865'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2865'THE STATION IS LOCATED IN OCEAN CITY ON THE NORTH SIDE OF THE
 JU2865'ROOSEVELT BOULEVARD, COUNTY ROAD 623, BRIDGE SPANNING THE ATLANTIC
 JU2865'INTRACOASTAL WATERWAY SOUTH OF PECK BAY. THE STATION IS SET IN A
 JU2865'DRILL HOLE, FLUSH WITH THE SIDEWALK ON THE WESTERLY OF TWO OUTCOVES,
 JU2865'EAST OF THE CHANNEL CENTER SPAN OF THE BRIDGE. THERE IS NO SAFE
 JU2865'STOPPING OR PARKING FOR A VEHICLE ON THE BRIDGE. PARKING IS AVAILABLE
 JU2865'ON THE OLD BRIDGE APPROACH, NOW A BOAT STORAGE AREA, AT THE EAST END
 JU2865'OF THE BRIDGE. EQUIPMENT MUST BE PACKED IN FROM THE PARKING AREA.
 JU2865
 JU2865                          STATION RECOVERY (1993)
 JU2865
 JU2865'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 JU2865'RECOVERED IN GOOD CONDITION.
 JU2865
 JU2865                          STATION RECOVERY (1997)
 JU2865
 JU2865'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU2865'RECOVERED AS DESCRIBED.
 JU2865
 JU2865                          STATION RECOVERY (2000)
 JU2865
 JU2865'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU2865'RECOVERED AS DESCRIBED.
 JU2865
 JU2865                          STATION RECOVERY (2006)
 JU2865
 JU2865'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2865'STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ALL FOUND IN
 JU2865'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5107 ***********************************************************************
 KV5107  DESIGNATION -  MAR
 KV5107  PID         -  KV5107
 KV5107  STATE/COUNTY-  NJ/MIDDLESEX
 KV5107  USGS QUAD   -  KEYPORT (1977)
 KV5107
 KV5107                         *CURRENT SURVEY CONTROL
 KV5107  ___________________________________________________________________
 KV5107* NAD 83(1996)-  40 27 25.62041(N)    074 14 10.71432(W)     ADJUSTED  
 KV5107* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5107  ___________________________________________________________________
 KV5107  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 KV5107  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV5107
 KV5107  HORZ ORDER  -  FIRST
 KV5107
 KV5107.The horizontal coordinates were established by classical geodetic methods
 KV5107.and adjusted by the National Geodetic Survey in September 1999..
 KV5107
 KV5107.The orthometric height was scaled from a topographic map.
 KV5107
 KV5107.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5107
 KV5107.The geoid height was determined by GEOID03.
 KV5107
 KV5107;                    North         East     Units Scale Factor Converg.
 KV5107;SPC NJ       -   180,300.530   172,364.454   MT  0.99990615   +0 10 16.0
 KV5107;SPC NJ       -   591,535.99    565,499.05   sFT  0.99990615   +0 10 16.0
 KV5107;SPC NY L     -    32,280.084   279,955.478   MT  1.00001828   -0 09 16.4
 KV5107;SPC NY L     -   105,905.58    918,487.26   sFT  1.00001828   -0 09 16.4
 KV5107;UTM  18      - 4,478,774.743   564,751.932   MT  0.99965161   +0 29 44.0
 KV5107
 KV5107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5107!SPC NJ       -   1.00000497  x   0.99990615  =   0.99991112
 KV5107!SPC NY L     -   1.00000497  x   1.00001828  =   1.00002325
 KV5107!UTM  18      -   1.00000497  x   0.99965161  =   0.99965658
 KV5107
 KV5107:                Primary Azimuth Mark                     Grid Az
 KV5107:SPC NJ       -  TOTTENVILLE PUMP STA SLIM STK            359 59 01.4
 KV5107:SPC NY L     -  TOTTENVILLE PUMP STA SLIM STK            000 18 33.8
 KV5107:UTM  18      -  TOTTENVILLE PUMP STA SLIM STK            359 39 33.4
 KV5107
 KV5107|---------------------------------------------------------------------|
 KV5107| PID    Reference Object                     Distance      Geod. Az  |
 KV5107|                                                           dddmmss.s |
 KV5107| KV4613 TOTTENVILLE PUMP STA SLIM STK       APPROX. 5.7 KM 0000917.4 |
 KV5107| KV4616 TOTTENVILLE V OF A HEX HOUSE        APPROX. 5.0 KM 0034019.5 |
 KV5107| KV4618 MOUNT LORETTO ORPHANAGE TANK        APPROX. 6.3 KM 0105909.5 |
 KV5107| KV4619 MOUNT LORETTO ORPHANAGE CHIM        APPROX. 6.3 KM 0112026.7 |
 KV5107| KV4620 MOUNT LORETTO ORPHANAGE CH          APPROX. 6.2 KM 0121318.0 |
 KV5107| KV5116 RARITAN BAY BEACON 4                APPROX. 4.5 KM 0130652.2 |
 KV5107| KV4621 MOUNT LORETTO ORPHANAGE CUP         APPROX. 5.4 KM 0154232.5 |
 KV5107| KV4631 ROSSVILLE WBBR N RADIO MAST         APPROX.10.2 KM 0162839.9 |
 KV5107| KV4632 ROSSVILLE WBBR S RADIO MAST         APPROX.10.2 KM 0164240.9 |
 KV5107| KV5108 BOUNDARY BEACON                     APPROX. 2.4 KM 0231816.1 |
 KV5107| KV4630 CAMP PRATT FLAGPOLE                 APPROX. 6.7 KM 0232508.5 |
 KV5107| KV4629 PRINCESS BAY BEACON 3               APPROX. 6.0 KM 0244228.4 |
 KV5107| KV4637 SEQUINE PT SS W DENT MFG CUP        APPROX. 6.9 KM 0293133.9 |
 KV5107| KV4638 SEQUINE PT SS W DENT MFG CHIM       APPROX. 6.9 KM 0294337.7 |
 KV5107| KV4641 SEQUINE POINT BEACON 2              APPROX. 6.8 KM 0345948.2 |
 KV5107| KV4588 OAKWOOD HEIGHTS INCIN CHIMNEY       APPROX.13.8 KM 0413122.0 |
 KV5107| KV5115 POINT COMFORT AMUSE PARK MAST       APPROX. 8.5 KM 0905630.5 |
 KV5107| KV5101 KEANSBURG STANDPIPE                 APPROX. 8.4 KM 0935738.3 |
 KV5107| KV5109 UNION BEACH WATER TANK              APPROX. 6.1 KM 1080257.5 |
 KV5107| KV5096 LOCKPORT AERO MARINE TANK           APPROX. 4.2 KM 1131515.3 |
 KV5107| KV5100 MAR 2                                17.285 METERS 15553     |
 KV5107| CB5293 MAR RM 1                                           15611     |
 KV5107| KV5099 LAURENCE HARBOR TANK                APPROX. 1.2 KM 2312703.2 |
 KV5107| CB5294 MAR RM 2                                           25416     |
 KV5107| CB5295 MAR RM 3                                           25417     |
 KV5107| CB5998 HARBORLINE REF MARK                                28216     |
 KV5107| KV5331 CHEESEQUAKE CREEK E TRANS TWR       APPROX. 2.0 KM 2882655.5 |
 KV5107| KV5332 CHEESEQUAKE CREEK W TRANS TWR       APPROX. 2.0 KM 2884621.3 |
 KV5107| KV5376 SOUTH AMBOY RANGE BOARD             APPROX. 3.1 KM 2953805.7 |
 KV5107| KV5336 CHEESEQUAKE CREEK BEACON            APPROX. 1.9 KM 2974423.4 |
 KV5107| KV5335 CHEESQUAKE CREEK LIGHT              APPROX. 2.0 KM 2980547.3 |
 KV5107| KV5380 SOUTH AMBOY ROUNDHOUSE CHIMNEY      APPROX. 4.4 KM 3010153.1 |
 KV5107| KV5365 SOUTH AMBOY CHRIST CH SPIRE         APPROX. 5.2 KM 3075958.1 |
 KV5107| KV5381 SOUTH AMBOY SEABOARD COAL CHIM      APPROX. 5.0 KM 3144823.0 |
 KV5107| KV4871 VASELINE                            APPROX. 6.4 KM 3253001.2 |
 KV5107| KV5377 RARITAN BAY BEACON 1                APPROX. 3.7 KM 3273958.2 |
 KV5107| KV4855 PERTH AMBOY FORD PORCELAIN TK       APPROX. 7.3 KM 3304215.8 |
 KV5107| KV4842 PERTH AMBOY STANDPIPE               APPROX. 8.3 KM 3312115.4 |
 KV5107| KV4872 ST PETERS CHURCH                    APPROX. 5.7 KM 3344009.8 |
 KV5107| KV5340 GREAT BEDS LIGHTHOUSE               APPROX. 3.6 KM 3363715.6 |
 KV5107| KV5400 BEACON 5A                           APPROX. 4.5 KM 3430421.5 |
 KV5107| KV5401 RIDGE                               APPROX. 4.9 KM 3443241.3 |
 KV5107| KV4582 PERTH AMBOY OUT BRIDGE W BR HD      APPROX. 7.6 KM 3513353.6 |
 KV5107| KV5117 RARITAN BAY BEACON 5                APPROX. 3.2 KM 3530114.1 |
 KV5107| KV4611 TOTTENVILLE STANDPIPE               APPROX. 6.3 KM 3570817.4 |
 KV5107| KV4612 TOTTENVILLE COPPER CO CHIMNEY       APPROX. 6.8 KM 3575237.4 |
 KV5107|---------------------------------------------------------------------|
 KV5107
 KV5107                          SUPERSEDED SURVEY CONTROL
 KV5107
 KV5107  NAD 83(1996)-  40 27 25.62003(N)    074 14 10.71419(W) AD(       ) 1
 KV5107  NAD 83(1986)-  40 27 25.62097(N)    074 14 10.71142(W) AD(       ) 1
 KV5107  NAD 27      -  40 27 25.23300(N)    074 14 12.19100(W) AD(       ) 1
 KV5107
 KV5107.Superseded values are not recommended for survey control.
 KV5107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5107.See file dsdata.txt to determine how the superseded data were derived.
 KV5107
 KV5107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6475278775(NAD 83)
 KV5107_MARKER: DS = TRIANGULATION STATION DISK
 KV5107_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV5107_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5107
 KV5107  HISTORY     - Date     Condition        Report By
 KV5107  HISTORY     - 1926     MONUMENTED       CGS
 KV5107  HISTORY     - 1930     GOOD             CGS
 KV5107  HISTORY     - 1931     GOOD             CGS
 KV5107  HISTORY     - 1932     GOOD             CGS
 KV5107  HISTORY     - 1935     GOOD             NJGS
 KV5107  HISTORY     - 1947     GOOD             CGS
 KV5107  HISTORY     - 1950     SEE DESCRIPTION  CGS
 KV5107
 KV5107                          STATION DESCRIPTION
 KV5107
 KV5107'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (RFS)
 KV5107'ON THE POINT LYING ABOUT MIDWAY BETWEEN MORGAN AND CLIFFWOOD
 KV5107'AND JUST W OF THE SMALL RESORT KNOWN AS SEIDLERS BEACH.  THE
 KV5107'STATION IS ABOUT 20 METERS INLAND FROM HIGHWATER AND ABOUT 250
 KV5107'METERS NW OF SEIDLERS HOTEL, A PROMINENT BUILDING ON THE BEACH.
 KV5107'
 KV5107'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 KV5107'CONCRETE IN THE TOP OF TILES.
 KV5107'
 KV5107'UNDERGROUND MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 KV5107'
 KV5107'REFERENCE MARK NO.1 IS SET ON RANGE WITH THE STATION AND
 KV5107'GREAT BEDS LIGHTHOUSE.
 KV5107'
 KV5107'REFERENCE MARK NO.2 IS SET ABOUT 3 METERS IN FROM THE EDGE
 KV5107'OF THE BLUFF, WHICH LIES ABOUT 100 METERS W OF THE STATION.
 KV5107'
 KV5107'REFERENCE MARK NO.3 IS ABOUT 12 METERS N OF A SMALL OAK
 KV5107'TREE AND IS SET NEARLY ON RANGE WITH REFERENCE MARK NO.2.
 KV5107
 KV5107                          STATION RECOVERY (1930)
 KV5107
 KV5107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5107'RECOVERED, IN GOOD CONDITION, IN THE ORIGINAL
 KV5107'DESCRIPTION, WITH THE FOLLOWING EXCEPTIONS--
 KV5107'
 KV5107'THE STATION MARK IS 6 INCHES BELOW LEVEL OF THE GRAVEL BEACH.
 KV5107'
 KV5107'REFERENCE MARK NO.1 IS 28.54 METERS FROM STATION, AND IS 12
 KV5107'INCHES BELOW LEVEL OF THE GRAVEL BEACH.
 KV5107'
 KV5107'REFERENCE MARK NO.2 IS 60.99 METERS FROM STATION, 9.0 METERS
 KV5107'N OF A LONE OAK TREE (12-INCH TRUNK DIAMETER), AND NEARLY IN
 KV5107'RANGE WITH REFERENCE MARK NO.3.  IT PROJECTS 2 INCHES ABOVE
 KV5107'GROUND.
 KV5107'
 KV5107'REFERENCE MARK NO.3 IS 179 METERS FROM STATION, 4.6 METERS S
 KV5107'OF THE LARGEST OAK TREE ON BLUFF, AND JUST W OF THE FOOTPATH
 KV5107'SKIRTING THE BLUFF-EDGE.  IT PROJECTS 2 INCHES ABOVE GROUND.
 KV5107
 KV5107                          STATION RECOVERY (1931)
 KV5107
 KV5107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV5107'RECOVERED IN GOOD CONDITION WITH CHANGES NOTED IN THE 1930
 KV5107'RECOVERY.
 KV5107'
 KV5107'A COMPLETE DESCRIPTION FOLLOWS--THIS STATION IS ON THE POINT
 KV5107'ABOUT MIDWAY BETWEEN THE TOWNS OF MORGAN AND CLIFFWOOD AND
 KV5107'JUST W OF SEIDLERS BEACH RESORT.  IT IS 132 METERS WESTWARD
 KV5107'FROM THE WESTERLY OF TWO LARGE BUNGALOWS AT THIS RESORT, 160
 KV5107'METERS EASTWARD OF THE NORTHERLY OF TWO ROWS OF SMALL BEACH
 KV5107'CABINS, 69 METERS NORTHWESTERLY FROM A LONE TREE (12-INCH TRUNK
 KV5107'DIAMETER OAK), AND IS AT PRESENT 13 METERS INSHORE OF
 KV5107'HIGH-WATER LINE.
 KV5107'
 KV5107'STATION IS MARKED BY A STANDARD C. AND G.S BRONZE STATION DISK
 KV5107'(STAMPED MAR-1926), SET IN THE TOP OF A CONCRETE-FILLED 12-INCH
 KV5107'TILE, BURIED 6 INCHES UNDER THE BEACH GRAVEL.  THREE STANDARD
 KV5107'C. AND G.S. BRONZE REFERENCE DISKS ARE SIMILARLY SET.  REFERENCE
 KV5107'MARK NO.1, TO THE EASTWARD AND IN RANGE WITH THE STATION AND
 KV5107'GREAT BEDS LIGHTHOUSE, IS BURIED UNDER A FOOT OF
 KV5107'GRAVEL.  REFERENCE MARK NO.2, TO THE SOUTHWARD AND 9.0 METERS
 KV5107'N OF THE LONE OAK ALREADY NOTED, PROJECTS 2 INCHES ABOVE
 KV5107'GROUND.  REFERENCE MARK NO.3, ON THE BLUFF TO THE SW, IS 4.6
 KV5107'METERS S OF THE LARGEST OAK TREE ON THE BLUFF AND JUST W OF
 KV5107'THE FOOT-PATH SKIRTING THE BLUFF-EDGE, AND PROJECTS 2 INCHES
 KV5107'ABOVE GROUND.  THE STATION MARK AND REFERENCE MARK NO.1 ARE
 KV5107'LIABLE TO ADDITIONAL COVERAGE BY GRAVEL THROWN UP DURING STORM
 KV5107'TIDES.
 KV5107
 KV5107                          STATION RECOVERY (1932)
 KV5107
 KV5107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5107'STATION MARK RECOVERED, IN GOOD CONDITION IN THE
 KV5107'1931 RECOVERY NOTE SAVE THAT THE MARK IS NOW FLUSH WITH THE
 KV5107'GRAVEL BEACH.  THE REFERENCE MARKS WERE NOT SEARCHED FOR.
 KV5107
 KV5107                          STATION RECOVERY (1935)
 KV5107
 KV5107'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1935
 KV5107'RECOVERED IN GOOD CONDITION.  A NEW JETTY HAS
 KV5107'BEEN CONSTRUCTED A SHORT DISTANCE NW OF THE STATION.
 KV5107
 KV5107                          STATION RECOVERY (1947)
 KV5107
 KV5107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (ERE)
 KV5107'LETTER OF MR. E.R. ERIKSEN, SR., 344 BEECH AVEN, GARWOOD,
 KV5107'N.J., DATED APRIL 27, 1947--
 KV5107'
 KV5107'A DRAIN PIPE WITH A BRASS MARK STAMPED U.S. COAST AND GEODETIC
 KV5107'SURVEY TRIANGULATION MARKER MARCH 1926 WAS FOUND LYING ON ITS
 KV5107'SIDE AT THE SHORE END OF A JETTY LOCATED IN THE NORTHERN END
 KV5107'OF SEIDLERS BEACH.
 KV5107
 KV5107                          STATION RECOVERY (1950)
 KV5107
 KV5107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (FGJ)
 KV5107'UNDERGROUND MARK AND REFERENCE MARKS 1 AND 3 WERE RECOVERED IN
 KV5107'GOOD CONDITION.  THE STATION MARK HAD BEEN WASHED OUT BY WAVE
 KV5107'ACTION AND WAS FOUND ON THE BEACH APPROXIMATELY 10 METERS TO THE
 KV5107'W OF ITS ORIGINAL POSITION.  REFERENCE MARK 2 WAS IN THE ROADWAY
 KV5107'OF A RECENTLY DEVELOPED BUNGALOW AREA AND HAD BEEN STRUCK BY A
 KV5107'VEHICLE AND KNOCKED OUT OF POSITION.  A NEW STATION WAS
 KV5107'ESTABLISHED, CALLED MAR 2 1950, USING THE ORIGINAL CONCRETE
 KV5107'POST AND STATION DISK.  THE ORIGINAL STAMPING ON THE MARK WAS
 KV5107'OBLITERATED AND THIS PARTY ADDED THE NEW STAMPING.  A NEW
 KV5107'UNDERGROUND MARK WAS SET AND ONE NEW REFERENCE MARK
 KV5107'STAMPED MAR 2 R M 4 1950 WAS ESTABLISHED.
 KV5107'
 KV5107'REFERENCE MARK 2 WAS REMOVED.
 KV5107'
 KV5107'THE UNDERGROUND MARK FOR MAR 1926 WAS LEFT INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5100 ***********************************************************************
 KV5100  DESIGNATION -  MAR 2
 KV5100  PID         -  KV5100
 KV5100  STATE/COUNTY-  NJ/MIDDLESEX
 KV5100  USGS QUAD   -  KEYPORT (1977)
 KV5100
 KV5100                         *CURRENT SURVEY CONTROL
 KV5100  ___________________________________________________________________
 KV5100* NAD 83(1996)-  40 27 25.10893(N)    074 14 10.41462(W)     ADJUSTED  
 KV5100* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5100  ___________________________________________________________________
 KV5100  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 KV5100  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV5100
 KV5100  HORZ ORDER  -  FIRST
 KV5100
 KV5100.The horizontal coordinates were established by classical geodetic methods
 KV5100.and adjusted by the National Geodetic Survey in September 1999..
 KV5100
 KV5100.The orthometric height was scaled from a topographic map.
 KV5100
 KV5100.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5100
 KV5100.The geoid height was determined by GEOID03.
 KV5100
 KV5100;                    North         East     Units Scale Factor Converg.
 KV5100;SPC NJ       -   180,284.775   172,371.562   MT  0.99990616   +0 10 16.2
 KV5100;SPC NJ       -   591,484.30    565,522.37   sFT  0.99990616   +0 10 16.2
 KV5100;SPC NY L     -    32,264.288   279,962.497   MT  1.00001830   -0 09 16.2
 KV5100;SPC NY L     -   105,853.75    918,510.29   sFT  1.00001830   -0 09 16.2
 KV5100;UTM  18      - 4,478,759.033   564,759.127   MT  0.99965162   +0 29 44.2
 KV5100
 KV5100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5100!SPC NJ       -   1.00000497  x   0.99990616  =   0.99991113
 KV5100!SPC NY L     -   1.00000497  x   1.00001830  =   1.00002327
 KV5100!UTM  18      -   1.00000497  x   0.99965162  =   0.99965659
 KV5100
 KV5100:                Primary Azimuth Mark                     Grid Az
 KV5100:SPC NJ       -  LOCKPORT AERO MARINE TANK                112 55 27.4
 KV5100:SPC NY L     -  LOCKPORT AERO MARINE TANK                113 14 59.8
 KV5100:UTM  18      -  LOCKPORT AERO MARINE TANK                112 35 59.4
 KV5100
 KV5100|---------------------------------------------------------------------|
 KV5100| PID    Reference Object                     Distance      Geod. Az  |
 KV5100|                                                           dddmmss.s |
 KV5100| KV5096 LOCKPORT AERO MARINE TANK           APPROX. 4.2 KM 1130543.6 |
 KV5100| CB5293 MAR RM 1                             11.265 METERS 15603     |
 KV5100| KV5099 LAURENCE HARBOR TANK                APPROX. 1.2 KM 2321323.3 |
 KV5100| CB5295 MAR RM 3                                           25944     |
 KV5100| CB5296 MAR 2 RM 4                           52.364 METERS 27341     |
 KV5100| KV5107 MAR                                  17.285 METERS 33553     |
 KV5100|---------------------------------------------------------------------|
 KV5100
 KV5100                          SUPERSEDED SURVEY CONTROL
 KV5100
 KV5100  NAD 83(1996)-  40 27 25.10854(N)    074 14 10.41448(W) AD(       ) 1
 KV5100  NAD 83(1986)-  40 27 25.10949(N)    074 14 10.41173(W) AD(       ) 1
 KV5100  NAD 27      -  40 27 24.72200(N)    074 14 11.89100(W) AD(       ) 1
 KV5100
 KV5100.Superseded values are not recommended for survey control.
 KV5100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5100.See file dsdata.txt to determine how the superseded data were derived.
 KV5100
 KV5100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6475978759(NAD 83)
 KV5100_MARKER: DS = TRIANGULATION STATION DISK
 KV5100_SETTING: 0 = UNSPECIFIED SETTING
 KV5100
 KV5100  HISTORY     - Date     Condition        Report By
 KV5100  HISTORY     - 1950     MONUMENTED       CGS
 KV5100  HISTORY     - 1961     MARK NOT FOUND   CGS
 KV5100  HISTORY     - 1962     MARK NOT FOUND   CGS
 KV5100
 KV5100                          STATION DESCRIPTION
 KV5100
 KV5100'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (FGJ)
 KV5100'STATION IS ON A POINT OF BEACH AT LAURENCE HARBOR JUST TO THE W
 KV5100'OF SEIDLERS BEACH.  IT IS APPROXIMATELY 115 METERS W OF THE W
 KV5100'OF TWO LARGE BUNGALOWS AT SEIDLERS BEACH, 19 METERS SE OF THE
 KV5100'E END OF A WOOD BULKHEAD, AND 8 METERS INSHORE FROM THE
 KV5100'HIGH-WATER LINE ON THE HIGHEST GROUND IN THE VICINITY.  THE DISK
 KV5100'IS STAMPED MAR 2 1950 AND PROJECTS 2 INCHES.  STATION AND
 KV5100'UNDERGROUND MARK ARE BRONZE STATION DISKS SET IN CONCRETE.
 KV5100'
 KV5100'REFERENCE MARK 1 IS SE OF THE STATION, SET IN A 12-INCH TILE
 KV5100'FILLED WITH CONCRETE AND AT THE PRESENT TIME 3-1/2 FEET BELOW
 KV5100'THE SURFACE.  IT IS ON RANGE WITH THE STATION AND GREAT BEDS
 KV5100'LIGHT AND IS STAMPED R M 1.  THE MARK WAS LEFT UNCOVERED.  IT IS
 KV5100'A BRONZE REFERENCE DISK.
 KV5100'
 KV5100'REFERENCE MARK 3 IS SW OF THE STATION, ON A HIGH BLUFF.  IT IS
 KV5100'10 FEET N OF THE NW CORNER OF A FRAME HOUSE, PROJECTS 4 INCHES
 KV5100'AND IS STAMPED R M 3.  IT IS A BRONZE REFERENCE DISK.
 KV5100'
 KV5100'REFERENCE MARK 4 IS WSW OF THE STATION, SET IN A CONCRETE SLAB
 KV5100'WHICH IS THE TOP OF A CISTERN.  THE MARK WAS SET IN THE NW
 KV5100'CORNER OF THE CONCRETE SLAB FLUSH WITH THE SURFACE AND IS STAMPED
 KV5100'MAR 2 R M 4 1950.  IT IS SET ON RANGE WITH THE CLOSEST LIGHT
 KV5100'POLE.  IT IS A BRONZE REFERENCE DISK.
 KV5100'
 KV5100'STATION MARK AND REFERENCE MARK 1 ARE SUBJECT TO ADDITIONAL
 KV5100'COVERAGE OF SAND AND GRAVEL THROWN UP BY STORM TIDES.
 KV5100'
 KV5100'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN LAURENCE HARBOR
 KV5100'ON STATE HIGHWAY 35, TURN N OFF HIGHWAY 35 AND TAKE GRAVEL ROAD
 KV5100'E ONE BLOCK, TURN LEFT FOLLOWING MAIN TRAVELLED ROAD WHICH
 KV5100'PARALLELS THE BEACH AND GO APPROXIMATELY 0.5 MILE TO A ROW OF
 KV5100'BUNGLAOWS ON THE LEFT ON THE LEVEL OF THE BEACH.  TURN LEFT DOWN
 KV5100'TO BEACH LEVEL AND GO E TO THE END OF ROW OF BUNGALOWS AND END
 KV5100'OF TRUCK TRAVEL.  STATION IS 172 METERS TO THE E.
 KV5100
 KV5100                          STATION RECOVERY (1961)
 KV5100
 KV5100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (MEH)
 KV5100'LETTER OF MR. MALCOLM E. HURLEY, LAURENCE HARBOR, N.J. DATED
 KV5100'JUNE 29, 1961--
 KV5100'
 KV5100'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION COVERED WITH SAND.
 KV5100
 KV5100                          STATION RECOVERY (1962)
 KV5100
 KV5100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV5100'THE STATION WAS SEARCHED FOR BUT COULD NOT BE LOCATED AND
 KV5100'SHOULD BE CONSIDERED LOST.
 KV5100'
 KV5100'MAR 3 WAS ESTABLISHED IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5119 ***********************************************************************
 KV5119  DESIGNATION -  MAR 3
 KV5119  PID         -  KV5119
 KV5119  STATE/COUNTY-  NJ/MIDDLESEX
 KV5119  USGS QUAD   -  KEYPORT (1977)
 KV5119
 KV5119                         *CURRENT SURVEY CONTROL
 KV5119  ___________________________________________________________________
 KV5119* NAD 83(1996)-  40 27 24.99383(N)    074 14 12.32021(W)     ADJUSTED  
 KV5119* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 KV5119  ___________________________________________________________________
 KV5119  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 KV5119  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV5119
 KV5119  HORZ ORDER  -  SECOND
 KV5119
 KV5119.The horizontal coordinates were established by classical geodetic methods
 KV5119.and adjusted by the National Geodetic Survey in September 1999..
 KV5119
 KV5119.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5119
 KV5119.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5119
 KV5119.The geoid height was determined by GEOID03.
 KV5119
 KV5119;                    North         East     Units Scale Factor Converg.
 KV5119;SPC NJ       -   180,281.091   172,326.678   MT  0.99990613   +0 10 14.9
 KV5119;SPC NJ       -   591,472.21    565,375.11   sFT  0.99990613   +0 10 14.9
 KV5119;SPC NY L     -    32,260.859   279,917.588   MT  1.00001830   -0 09 17.5
 KV5119;SPC NY L     -   105,842.50    918,362.95   sFT  1.00001830   -0 09 17.5
 KV5119;UTM  18      - 4,478,755.096   564,714.276   MT  0.99965155   +0 29 43.0
 KV5119
 KV5119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5119!SPC NJ       -   1.00000477  x   0.99990613  =   0.99991090
 KV5119!SPC NY L     -   1.00000477  x   1.00001830  =   1.00002307
 KV5119!UTM  18      -   1.00000477  x   0.99965155  =   0.99965632
 KV5119
 KV5119:                Primary Azimuth Mark                     Grid Az
 KV5119:SPC NJ       -  MOUNT LORETTO ORPHANAGE CH               012 21 14.3
 KV5119:SPC NY L     -  MOUNT LORETTO ORPHANAGE CH               012 40 46.7
 KV5119:UTM  18      -  MOUNT LORETTO ORPHANAGE CH               012 01 46.2
 KV5119
 KV5119|---------------------------------------------------------------------|
 KV5119| PID    Reference Object                     Distance      Geod. Az  |
 KV5119|                                                           dddmmss.s |
 KV5119| KV4620 MOUNT LORETTO ORPHANAGE CH          APPROX. 6.2 KM 0123129.2 |
 KV5119| KV4658 PRINCESS BAY LH ECC 2               APPROX. 6.0 KM 0192131.3 |
 KV5119| KV5109 UNION BEACH WATER TANK              APPROX. 6.1 KM 1074604.1 |
 KV5119| KV5096 LOCKPORT AERO MARINE TANK           APPROX. 4.3 KM 1124851.9 |
 KV5119| CB5298 MAR 3 RM 5                           35.092 METERS 18658     |
 KV5119| CB5297 MAR 3 AZ MK                                        2755719.4 |
 KV5119| CB5299 MAR 3 RM 6                            9.592 METERS 29906     |
 KV5119|---------------------------------------------------------------------|
 KV5119
 KV5119                          SUPERSEDED SURVEY CONTROL
 KV5119
 KV5119  NAD 83(1996)-  40 27 24.99330(N)    074 14 12.32013(W) AD(       ) 2
 KV5119  NAD 83(1986)-  40 27 24.99544(N)    074 14 12.31857(W) AD(       ) 2
 KV5119  NAD 27      -  40 27 24.60834(N)    074 14 13.79695(W) AD(       ) 2
 KV5119  NGVD 29 (07/19/86)    2.3    (m)            8.     (f) VERT ANG       
 KV5119
 KV5119.Superseded values are not recommended for survey control.
 KV5119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5119.See file dsdata.txt to determine how the superseded data were derived.
 KV5119
 KV5119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6471478755(NAD 83)
 KV5119_MARKER: Z = SEE DESCRIPTION
 KV5119_SETTING: 0 = UNSPECIFIED SETTING
 KV5119
 KV5119  HISTORY     - Date     Condition        Report By
 KV5119  HISTORY     - 1962     MONUMENTED       CGS
 KV5119
 KV5119                          STATION DESCRIPTION
 KV5119
 KV5119'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV5119'THE STATION IS IN THE NORTHEAST PART OF LAURENCE HARBOR AND ON THE
 KV5119'BEACH BETWEEN THE BAY AND A MARSH TO THE SOUTH.  IT IS A STANDARD
 KV5119'DISK STAMPED---MAR 3 1962---ON A COPPER WELD ROD SET INSIDE A 6-INCH
 KV5119'TERRA COTTA PIPE.  IT IS 88 FEET SOUTH OF THE HIGH WATER MARK, 32 FEET
 KV5119'EAST OF A SMALL TREE, 30 FEET WEST OF A DRAINAGE DITCH AND 3 FEET WEST
 KV5119'OF A WITNESS POST.
 KV5119'
 KV5119'TO REACH FROM THE INTERSECTION OF JEFFERSON AVENUE AND BAY VIEW DRIVE
 KV5119'IN LAURENCE HARBOR, GO NORTH ON A GRAVELED ROAD FOR 77 FEET TO THE
 KV5119'AZIMUTH MARK ON THE LEFT.  TURN RIGHT AND GO EASTERLY ON A DIM
 KV5119'GRAVELED ROAD FOR 0.15 MILE TO THE STATION.
 KV5119'
 KV5119'REFERENCE MARK 5 IS 29 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 KV5119'CONCRETE SLAB AND SET IN LINE WITH A ROW OF IRON POSTS RUNNING NORTH
 KV5119'AND SOUTH.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS
 KV5119'STAMPED---MAR 3 NO 5 1962---.
 KV5119'
 KV5119'REFERENCE MARK 6 IS 6 FEET SOUTH OF A SMALL TREE AND AT THE SOUTHEAST
 KV5119'CORNER OF A CONCRETE SLAB.  THE MONUMENT PROJECTS 8 INCHES AND THE
 KV5119'DISK IS STAMPED---MAR 3 NO 6 1962---.
 KV5119'
 KV5119'THE AZIMUTH MARK IS 115 FEET SOUTH OF A SEA WALL, 77 FEET NORTH OF
 KV5119'THE INTERSECTION OF JEFFERSON AVENUE AND BAY VIEW DRIVE, 2 FEET SOUTH
 KV5119'OF A WITNESS POST AND 1 FOOT SOUTH OF A POWER POLE.  THE MONUMENT
 KV5119'PROJECTS 8 INCHES AND THE DISK IS STAMPED---MAR 3 1962---.
 KV5119'
 KV5119'HEIGHT OF LIGHT ABOVE STATION MARK--1.21 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8359 ***********************************************************************
 AH8359  DESIGNATION -  MAR RM 1
 AH8359  PID         -  AH8359
 AH8359  STATE/COUNTY-  NJ/CAPE MAY
 AH8359  USGS QUAD   -  MARMORA (1994)
 AH8359
 AH8359                         *CURRENT SURVEY CONTROL
 AH8359  ___________________________________________________________________
 AH8359* NAD 83(1986)-  39 15 10.     (N)    074 37 38.     (W)     SCALED    
 AH8359* NAVD 88     -        12.584  (meters)      41.29   (feet)  ADJUSTED  
 AH8359  ___________________________________________________________________
 AH8359  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 AH8359  DYNAMIC HT  -          12.578 (meters)      41.27  (feet)  COMP
 AH8359  MODELED GRAV-     980,093.7   (mgal)                       NAVD 88
 AH8359
 AH8359  VERT ORDER  -  FIRST     CLASS II
 AH8359
 AH8359.The horizontal coordinates were scaled from a topographic map and have
 AH8359.an estimated accuracy of +/- 6 seconds.
 AH8359
 AH8359.The orthometric height was determined by differential leveling
 AH8359.and adjusted by the National Geodetic Survey in March 2001..
 AH8359.No vertical observational check was made to the station.
 AH8359
 AH8359.The geoid height was determined by GEOID03.
 AH8359
 AH8359.The dynamic height is computed by dividing the NAVD 88
 AH8359.geopotential number by the normal gravity value computed on the
 AH8359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8359.degrees latitude (g = 980.6199 gals.).
 AH8359
 AH8359.The modeled gravity was interpolated from observed gravity values.
 AH8359
 AH8359;                    North         East    Units  Estimated Accuracy
 AH8359;SPC NJ       -    46,570.      139,020.      MT  (+/- 180 meters Scaled)
 AH8359
 AH8359                          SUPERSEDED SURVEY CONTROL
 AH8359
 AH8359.No superseded survey control is available for this station.
 AH8359
 AH8359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ321448(NAD 83)
 AH8359_MARKER: DR = REFERENCE MARK DISK
 AH8359_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH8359_SP_SET: BRIDGE SIDEWALK
 AH8359_STAMPING: MAR NO 1 1962
 AH8359_MARK LOGO: CGS   
 AH8359_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH8359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8359+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2006
 AH8359
 AH8359  HISTORY     - Date     Condition        Report By
 AH8359  HISTORY     - 1962     MONUMENTED       CGS
 AH8359  HISTORY     - 19970617 GOOD             NJGS
 AH8359  HISTORY     - 20000815 GOOD             NJGS
 AH8359  HISTORY     - 20060127 GOOD             GEOCAC
 AH8359
 AH8359                          STATION DESCRIPTION
 AH8359
 AH8359'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH8359'RECOVERED AS DESCRIBED.
 AH8359
 AH8359                          STATION RECOVERY (2000)
 AH8359
 AH8359'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AH8359'RECOVERED AS DESCRIBED.
 AH8359
 AH8359                          STATION RECOVERY (2006)
 AH8359
 AH8359'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AH8359'HANDHELD COORDINATES ARE N39-15-11.22 W074-37-38.82.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8360 ***********************************************************************
 AH8360  DESIGNATION -  MAR RM 2
 AH8360  PID         -  AH8360
 AH8360  STATE/COUNTY-  NJ/CAPE MAY
 AH8360  USGS QUAD   -  MARMORA (1994)
 AH8360
 AH8360                         *CURRENT SURVEY CONTROL
 AH8360  ___________________________________________________________________
 AH8360* NAD 83(1986)-  39 15 10.     (N)    074 37 38.     (W)     SCALED    
 AH8360* NAVD 88     -        12.679  (meters)      41.60   (feet)  ADJUSTED  
 AH8360  ___________________________________________________________________
 AH8360  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 AH8360  DYNAMIC HT  -          12.672 (meters)      41.57  (feet)  COMP
 AH8360  MODELED GRAV-     980,093.7   (mgal)                       NAVD 88
 AH8360
 AH8360  VERT ORDER  -  FIRST     CLASS II
 AH8360
 AH8360.The horizontal coordinates were scaled from a topographic map and have
 AH8360.an estimated accuracy of +/- 6 seconds.
 AH8360
 AH8360.The orthometric height was determined by differential leveling
 AH8360.and adjusted by the National Geodetic Survey in March 2001..
 AH8360.No vertical observational check was made to the station.
 AH8360
 AH8360.The geoid height was determined by GEOID03.
 AH8360
 AH8360.The dynamic height is computed by dividing the NAVD 88
 AH8360.geopotential number by the normal gravity value computed on the
 AH8360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8360.degrees latitude (g = 980.6199 gals.).
 AH8360
 AH8360.The modeled gravity was interpolated from observed gravity values.
 AH8360
 AH8360;                    North         East    Units  Estimated Accuracy
 AH8360;SPC NJ       -    46,570.      139,020.      MT  (+/- 180 meters Scaled)
 AH8360
 AH8360                          SUPERSEDED SURVEY CONTROL
 AH8360
 AH8360.No superseded survey control is available for this station.
 AH8360
 AH8360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ321448(NAD 83)
 AH8360_MARKER: DR = REFERENCE MARK DISK
 AH8360_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH8360_SP_SET: BRIDGE SIDEWALK
 AH8360_STAMPING: MAR NO 2 1962
 AH8360_MARK LOGO: CGS   
 AH8360_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH8360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8360+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2000
 AH8360
 AH8360  HISTORY     - Date     Condition        Report By
 AH8360  HISTORY     - 1962     MONUMENTED       CGS
 AH8360  HISTORY     - 19970617 GOOD             NJGS
 AH8360  HISTORY     - 20000815 GOOD             NJGS
 AH8360  HISTORY     - 20060127 GOOD             GEOCAC
 AH8360
 AH8360                          STATION DESCRIPTION
 AH8360
 AH8360'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH8360'RECOVERED AS DESCRIBED.
 AH8360
 AH8360                          STATION RECOVERY (2000)
 AH8360
 AH8360'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AH8360'RECOVERED AS DESCRIBED.
 AH8360
 AH8360                          STATION RECOVERY (2006)
 AH8360
 AH8360'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AH8360'HANDHELD COORDINATES ARE N39-15-10.92 W074-37-39.24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH2905 ***********************************************************************
 DH2905  DESIGNATION -  MARCZUK
 DH2905  PID         -  DH2905
 DH2905  STATE/COUNTY-  NJ/MIDDLESEX
 DH2905  USGS QUAD   -  PERTH AMBOY (1981)
 DH2905
 DH2905                         *CURRENT SURVEY CONTROL
 DH2905  ___________________________________________________________________
 DH2905* NAD 83(1996)-  40 35 31.27333(N)    074 16 30.24376(W)     ADJUSTED  
 DH2905* NAVD 88     -         6.290  (meters)      20.64   (feet)  ADJUSTED  
 DH2905  ___________________________________________________________________
 DH2905  X           -   1,314,490.553 (meters)                     COMP
 DH2905  Y           -  -4,668,649.553 (meters)                     COMP
 DH2905  Z           -   4,128,107.614 (meters)                     COMP
 DH2905  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 DH2905  ELLIP HEIGHT-         -26.26  (meters)          (06/06/05) GPS OBS
 DH2905  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 DH2905  DYNAMIC HT  -           6.287 (meters)      20.63  (feet)  COMP
 DH2905  MODELED GRAV-     980,213.5   (mgal)                       NAVD 88
 DH2905
 DH2905  HORZ ORDER  -  B
 DH2905  VERT ORDER  -  FIRST     CLASS II
 DH2905  ELLP ORDER  -  THIRD     CLASS I
 DH2905
 DH2905.The horizontal coordinates were established by GPS observations
 DH2905.and adjusted by the NEW JERSEY GEODETIC SURVEY in June 2005..
 DH2905
 DH2905.The orthometric height was determined by differential leveling
 DH2905.and adjusted by the National Geodetic Survey in May 2006..
 DH2905.No vertical observational check was made to the station.
 DH2905
 DH2905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2905
 DH2905.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2905
 DH2905.The ellipsoidal height was determined by GPS observations
 DH2905.and is referenced to NAD 83.
 DH2905
 DH2905.The geoid height was determined by GEOID03.
 DH2905
 DH2905.The dynamic height is computed by dividing the NAVD 88
 DH2905.geopotential number by the normal gravity value computed on the
 DH2905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2905.degrees latitude (g = 980.6199 gals.).
 DH2905
 DH2905.The modeled gravity was interpolated from observed gravity values.
 DH2905
 DH2905;                    North         East     Units Scale Factor Converg.
 DH2905;SPC NJ       -   195,270.287   169,039.033   MT  0.99990446   +0 08 46.9
 DH2905;SPC NJ       -   640,649.27    554,588.89   sFT  0.99990446   +0 08 46.9
 DH2905;UTM  18      - 4,493,721.570   561,342.552   MT  0.99964632   +0 28 18.1
 DH2905
 DH2905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2905!SPC NJ       -   1.00000412  x   0.99990446  =   0.99990858
 DH2905!UTM  18      -   1.00000412  x   0.99964632  =   0.99965044
 DH2905
 DH2905                          SUPERSEDED SURVEY CONTROL
 DH2905
 DH2905  NAVD 88 (06/06/05)    6.29   (m)           20.6    (f) LEVELING    3  
 DH2905
 DH2905.Superseded values are not recommended for survey control.
 DH2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2905.See file dsdata.txt to determine how the superseded data were derived.
 DH2905
 DH2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6134393722(NAD 83)
 DH2905_MARKER: I = METAL ROD
 DH2905_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH2905_STAMPING: MARCZUK 2004
 DH2905_MARK LOGO: NGS   
 DH2905_PROJECTION: RECESSED 10 CENTIMETERS
 DH2905_MAGNETIC: I = MARKER IS A STEEL ROD
 DH2905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2905+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2005
 DH2905_ROD/PIPE-DEPTH: 11.3 meters
 DH2905_SLEEVE-DEPTH  :  0.9 meters
 DH2905
 DH2905  HISTORY     - Date     Condition        Report By
 DH2905  HISTORY     - 20040625 MONUMENTED       NJGS
 DH2905  HISTORY     - 20051001 GOOD             CHANCE
 DH2905
 DH2905                          STATION DESCRIPTION
 DH2905
 DH2905'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2004 (RJK)
 DH2905'THE STATION IS LOCATED IN WOODBRIDGE TOWNSHIP  ON THE GROUNDS OF THE
 DH2905'STATE OF NEW  JERSEY, DEPARTMENT OF LAW AND PUBLIC SAFETY, DIVISION OF
 DH2905'CONSUMER AFFAIRS, OFFICE OF  WEIGHTS AND MEASURES.  THE STATION IS
 DH2905'LOCATED SOUTHEAST OF THE OFFICE BUILDING FOR THE  OFFICE OF WEIGHTS
 DH2905'AND MEASURES, NUMBER 1261, IN THE GRASS AREA BETWEEN AN EIGHT FOOT
 DH2905'HIGH CHAIN LINK FENCE SURROUNDING THE PROPERTY AND THE SOUTHBOUND
 DH2905'LANES OF U.S.  ROUTE 1.  THE STATION IS ABOUT 0.25 MILE SOUTH OF THE
 DH2905'BRIDGE CARRYING U.S. ROUTE 1 OVER  THE RAHWAY RIVER.
 DH2905' 
 DH2905'THE STATION IS 11.3 M NORTHWEST FROM THE WEST CURB OF THE SOUTHBOUND
 DH2905'LANES OF U.S.  ROUTE 1, 29.8 M SOUTHWEST FROM UTILITY POLE NUMBER E
 DH2905'71879 WB, 19.5 M SOUTHWEST FROM  THE SOUTHEAST CORNER OF THE FENCE
 DH2905'SURROUNDING THE OFFICE OF WEIGHTS AND MEASURES  PROPERTY, 13.2 M
 DH2905'SOUTHEAST FROM THE SOUTHEAST RANGE OF THE FENCE, 27.3 M NORTHWEST OF
 DH2905'A UTILITY POLE WITH NO NUMBER, 16.3 M EAST SOUTHEAST FROM THE EAST
 DH2905'POST OF THE SIGN FOR  THE OFFICE OF WEIGHTS AND MEASURES AND 1.0 M
 DH2905'SOUTHEAST FROM A METAL WITNESS POST AND  SIGN.
 DH2905
 DH2905                          STATION RECOVERY (2005)
 DH2905
 DH2905'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 2005 (JWC)
 DH2905'RECOVERED FOR THE USACE CHARTS-HYPERSPECTRAL PROJECT.  MONUMENT IS
 DH2905'GOOD FOR AIRBORNE KGPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2861 ***********************************************************************
 JU2861  DESIGNATION -  MARGATE CITY STANDPIPE
 JU2861  PID         -  JU2861
 JU2861  STATE/COUNTY-  NJ/ATLANTIC
 JU2861  USGS QUAD   -  OCEAN CITY (1994)
 JU2861
 JU2861                         *CURRENT SURVEY CONTROL
 JU2861  ___________________________________________________________________
 JU2861* NAD 83(1996)-  39 19 29.02197(N)    074 30 52.25167(W)     ADJUSTED  
 JU2861* NAVD 88     -                                                        
 JU2861  ___________________________________________________________________
 JU2861  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 JU2861  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 JU2861
 JU2861  HORZ ORDER  -  THIRD
 JU2861
 JU2861.The horizontal coordinates were established by classical geodetic methods
 JU2861.and adjusted by the National Geodetic Survey in September 1999..
 JU2861
 JU2861
 JU2861.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2861
 JU2861.The geoid height was determined by GEOID03.
 JU2861
 JU2861;                    North         East     Units Scale Factor Converg.
 JU2861;SPC NJ       -    54,547.839   148,748.566   MT  0.99990002   -0 00 33.1
 JU2861;SPC NJ       -   178,962.37    488,019.25   sFT  0.99990002   -0 00 33.1
 JU2861;UTM  18      - 4,352,925.393   541,846.320   MT  0.99962156   +0 18 27.6
 JU2861
 JU2861                          SUPERSEDED SURVEY CONTROL
 JU2861
 JU2861  NAD 83(1986)-  39 19 29.00880(N)    074 30 52.24483(W) AD(       ) 4
 JU2861  NAD 27      -  39 19 28.58700(N)    074 30 53.70600(W) AD(       ) 3
 JU2861
 JU2861.Superseded values are not recommended for survey control.
 JU2861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2861.See file dsdata.txt to determine how the superseded data were derived.
 JU2861
 JU2861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4184652925(NAD 83)
 JU2861_MARKER: 52 = STANDPIPE TANK
 JU2861
 JU2861  HISTORY     - Date     Condition        Report By
 JU2861  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2861  HISTORY     - 1971     GOOD             NGS
 JU2861  HISTORY     - 1982     GOOD             NGS
 JU2861
 JU2861                          STATION DESCRIPTION
 JU2861
 JU2861'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2861'THE STATION IS ON THE CENTER OF THE TOP OF THE TANK.  IT IS A
 JU2861'BLACK-PAINTED STANDPIPE WITH AN OVERALL HEIGHT OF ABOUT 100
 JU2861'FEET.  IT IS OWNED AND OPERATED IN CONNECTION WITH THE WATER
 JU2861'WORKS OF MARGATE CITY.
 JU2861'
 JU2861'THE STATION IS LOCATED ABOUT 200 FEET WEST OF THE INTERSECTION
 JU2861'OF WINCHESTER AVENUE AND NORTH DECATUR AVENUE IN THE SOUTH SECTION
 JU2861'OF MARGATE CITY.
 JU2861
 JU2861                          STATION RECOVERY (1971)
 JU2861
 JU2861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU2861'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JU2861'
 JU2861'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2861'IN MARGATE, N.J..
 JU2861
 JU2861                          STATION RECOVERY (1982)
 JU2861
 JU2861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 JU2861'THE STATION WAS RECOVERED AT THIS DATE.
 JU2861'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JU2861'
 JU2861'DESCRIBED BY RALPH G POUST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2862 ***********************************************************************
 JU2862  DESIGNATION -  MARGATE CITY WATER TANK
 JU2862  PID         -  JU2862
 JU2862  STATE/COUNTY-  NJ/ATLANTIC
 JU2862  USGS QUAD   -  OCEAN CITY (1994)
 JU2862
 JU2862                         *CURRENT SURVEY CONTROL
 JU2862  ___________________________________________________________________
 JU2862* NAD 83(1996)-  39 20 03.47344(N)    074 30 10.25560(W)     ADJUSTED  
 JU2862* NAVD 88     -                                                        
 JU2862  ___________________________________________________________________
 JU2862  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 JU2862  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 JU2862
 JU2862  HORZ ORDER  -  THIRD
 JU2862
 JU2862.The horizontal coordinates were established by classical geodetic methods
 JU2862.and adjusted by the National Geodetic Survey in September 1999..
 JU2862
 JU2862
 JU2862.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2862
 JU2862.The geoid height was determined by GEOID03.
 JU2862
 JU2862;                    North         East     Units Scale Factor Converg.
 JU2862;SPC NJ       -    55,610.098   149,754.411   MT  0.99990000   -0 00 06.5
 JU2862;SPC NJ       -   182,447.46    491,319.26   sFT  0.99990000   -0 00 06.5
 JU2862;UTM  18      - 4,353,992.902   542,845.995   MT  0.99962260   +0 18 54.4
 JU2862
 JU2862                          SUPERSEDED SURVEY CONTROL
 JU2862
 JU2862  NAD 83(1986)-  39 20 03.46099(N)    074 30 10.24777(W) AD(       ) 4
 JU2862  NAD 27      -  39 20 03.06800(N)    074 30 11.66400(W) AD(       ) 3
 JU2862
 JU2862.Superseded values are not recommended for survey control.
 JU2862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2862.See file dsdata.txt to determine how the superseded data were derived.
 JU2862
 JU2862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4284653993(NAD 83)
 JU2862_MARKER: 53 = ELEVATED TANK
 JU2862
 JU2862  HISTORY     - Date     Condition        Report By
 JU2862  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2862  HISTORY     - 1971     GOOD             NGS
 JU2862
 JU2862                          STATION DESCRIPTION
 JU2862
 JU2862'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2862'THE STATION IS LOCATED AT THE CENTER OF THE TOP OF A SILVER WATER
 JU2862'TANK SET UP ON 6 LEGS.  THE TANK IS OWNED AND OPERATED IN
 JU2862'CONNECTION WITH THE WATER WORKS OF MARGATE CITY, AND IT HAS AN
 JU2862'OVERALL HEIGHT OF 100 FEET.
 JU2862'
 JU2862'THE TANK IS LOCATED ABOUT 150 FEET NORTHEAST OF THE INTERSECTION
 JU2862'OF NORTH GLADSTONE AVENUE AND AMHERST AVENUE AT THE NORTH EDGE
 JU2862'OF MARGATE CITY.
 JU2862
 JU2862                          STATION RECOVERY (1971)
 JU2862
 JU2862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU2862'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JU2862'
 JU2862'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2862'IN MARGATE, N.J.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1082 ***********************************************************************
 KV1082  DESIGNATION -  MARINE
 KV1082  PID         -  KV1082
 KV1082  STATE/COUNTY-  NJ/MERCER
 KV1082  USGS QUAD   -  TRENTON WEST (1995)
 KV1082
 KV1082                         *CURRENT SURVEY CONTROL
 KV1082  ___________________________________________________________________
 KV1082* NAD 83(1986)-  40 11 26.     (N)    074 45 23.     (W)     SCALED    
 KV1082* NAVD 88     -         3.451  (meters)      11.32   (feet)  ADJUSTED  
 KV1082  ___________________________________________________________________
 KV1082  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV1082  DYNAMIC HT  -           3.449 (meters)      11.32  (feet)  COMP
 KV1082  MODELED GRAV-     980,183.8   (mgal)                       NAVD 88
 KV1082
 KV1082  VERT ORDER  -  FIRST     CLASS II
 KV1082
 KV1082.The horizontal coordinates were scaled from a topographic map and have
 KV1082.an estimated accuracy of +/- 6 seconds.
 KV1082
 KV1082.The orthometric height was determined by differential leveling
 KV1082.and adjusted by the National Geodetic Survey in June 1991..
 KV1082
 KV1082.The geoid height was determined by GEOID03.
 KV1082
 KV1082.The dynamic height is computed by dividing the NAVD 88
 KV1082.geopotential number by the normal gravity value computed on the
 KV1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1082.degrees latitude (g = 980.6199 gals.).
 KV1082
 KV1082.The modeled gravity was interpolated from observed gravity values.
 KV1082
 KV1082;                    North         East    Units  Estimated Accuracy
 KV1082;SPC NJ       -   150,700.      128,170.      MT  (+/- 180 meters Scaled)
 KV1082
 KV1082                          SUPERSEDED SURVEY CONTROL
 KV1082
 KV1082  NGVD 29 (01/10/92)    3.783  (m)           12.41   (f) ADJUSTED    1 2
 KV1082
 KV1082.Superseded values are not recommended for survey control.
 KV1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1082.See file dsdata.txt to determine how the superseded data were derived.
 KV1082
 KV1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK207489(NAD 83)
 KV1082_MARKER: DB = BENCH MARK DISK
 KV1082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1082_SP_SET: CONCRETE DECK
 KV1082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1082
 KV1082  HISTORY     - Date     Condition        Report By
 KV1082  HISTORY     - UNK      MONUMENTED       CGS
 KV1082  HISTORY     - 1974     GOOD             NGS
 KV1082
 KV1082                          STATION DESCRIPTION
 KV1082
 KV1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1082'AT TRENTON.
 KV1082'AT TRENTON, AT THE TRENTON MARINE TERMINAL, IN THE TOP OF THE
 KV1082'CONCRETE DECK AT THE NORTH END OF THE TERMINAL WHARF, 12.0 FEET
 KV1082'EAST OF THE WEST FACE OF AND 1.0 FOOT SOUTH OF THE NORTH END OF
 KV1082'THE WHARF.  NOTE-- PREVIOUSLY DESIGNATED BENCHMARK MARINE (USE)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4280 ***********************************************************************
 KV4280  DESIGNATION -  MARION
 KV4280  PID         -  KV4280
 KV4280  STATE/COUNTY-  NJ/HUDSON
 KV4280  USGS QUAD   -  JERSEY CITY (1981)
 KV4280
 KV4280                         *CURRENT SURVEY CONTROL
 KV4280  ___________________________________________________________________
 KV4280* NAD 83(1996)-  40 44 42.23735(N)    074 04 27.05531(W)     ADJUSTED  
 KV4280* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4280  ___________________________________________________________________
 KV4280  LAPLACE CORR-           6.42  (seconds)                    DEFLEC99
 KV4280  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KV4280
 KV4280  HORZ ORDER  -  THIRD
 KV4280
 KV4280.The horizontal coordinates were established by classical geodetic methods
 KV4280.and adjusted by the National Geodetic Survey in September 1999..
 KV4280
 KV4280.The orthometric height was scaled from a topographic map.
 KV4280
 KV4280.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4280
 KV4280.The geoid height was determined by GEOID03.
 KV4280
 KV4280;                    North         East     Units Scale Factor Converg.
 KV4280;SPC NJ       -   212,326.818   185,960.411   MT  0.99991591   +0 16 40.6
 KV4280;SPC NJ       -   696,608.90    610,105.12   sFT  0.99991591   +0 16 40.6
 KV4280;SPC NY L     -    64,231.532   293,734.717   MT  0.99999657   -0 02 54.7
 KV4280;SPC NY L     -   210,732.95    963,694.65   sFT  0.99999657   -0 02 54.7
 KV4280;UTM  18      - 4,510,869.783   578,162.453   MT  0.99967520   +0 36 15.5
 KV4280
 KV4280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4280!SPC NJ       -   1.00000460  x   0.99991591  =   0.99992051
 KV4280!SPC NY L     -   1.00000460  x   0.99999657  =   1.00000117
 KV4280!UTM  18      -   1.00000460  x   0.99967520  =   0.99967980
 KV4280
 KV4280|---------------------------------------------------------------------|
 KV4280| PID    Reference Object                     Distance      Geod. Az  |
 KV4280|                                                           dddmmss.s |
 KV4280| KV4251 JERSEY CITY GAS ELEC W CHIMNEY      119.763 METERS 02647     |
 KV4280| KV4278 JERSEY CITY GAS ELEC E CHIMNEY      158.031 METERS 07441     |
 KV4280| KV4273 SPAN                                APPROX. 2.1 KM 2380709.3 |
 KV4280| CB5300 MARION RM 1                          25.699 METERS 28934     |
 KV4280| CB5301 MARION RM 2                          49.272 METERS 35204     |
 KV4280|---------------------------------------------------------------------|
 KV4280
 KV4280                          SUPERSEDED SURVEY CONTROL
 KV4280
 KV4280  NAD 83(1996)-  40 44 42.23721(N)    074 04 27.05537(W) AD(       ) 3
 KV4280  NAD 83(1996)-  40 44 42.23600(N)    074 04 27.05668(W) AD(       ) 3
 KV4280  NAD 83(1992)-  40 44 42.23533(N)    074 04 27.05770(W) AD(       ) 3
 KV4280  NAD 83(1986)-  40 44 42.23573(N)    074 04 27.05666(W) AD(       ) 3
 KV4280  NAD 27      -  40 44 41.87200(N)    074 04 28.54500(W) AD(       ) 3
 KV4280
 KV4280.Superseded values are not recommended for survey control.
 KV4280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4280.See file dsdata.txt to determine how the superseded data were derived.
 KV4280
 KV4280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7816210870(NAD 83)
 KV4280_MARKER: DS = TRIANGULATION STATION DISK
 KV4280_SETTING: 0 = UNSPECIFIED SETTING
 KV4280
 KV4280  HISTORY     - Date     Condition        Report By
 KV4280  HISTORY     - 1933     MONUMENTED       CGS
 KV4280  HISTORY     - 1933     GOOD             CGS
 KV4280
 KV4280                          STATION DESCRIPTION
 KV4280
 KV4280'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4280'THIS STATION IS APPROXIMATELY 30 METERS FROM THE E BANK OF THE
 KV4280'HACKENSACK RIVER, IN JERSEY CITY AT THE N END OF DUFFIELD AVENUE
 KV4280'IN THE MARION PLANT OF THE PUBLIC SERVICE CORPORATION.  IT IS
 KV4280'ATOP THE FLAT, SLAG-COATED, CONCRETE ROOF OF THE FREQUENCY HOUSE
 KV4280'(THE SOUTHERNMOST BUILDING IN THE PLANT) NEAR THE W END OF THIS
 KV4280'RED-BRICK, WHITE-CONCRETE-TRIMMED BUILDING.
 KV4280'
 KV4280'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KV4280'STAMPED MARION-1932 SET IN THE TOP OF A DOMED-SHAPED CONCRETE
 KV4280'MONUMENT (SECURED TO THE CONCRETE ROOF WITH LAG-SCREWS).
 KV4280'
 KV4280'TWO STANDARD C. AND G.S. BRONZE REFERENCE DISKS STAMPED NO.1
 KV4280'AND NO.2 WERE CEMENTED IN DRILL HOLES AND SET FLUSH WITH THE
 KV4280'CONCRETE WALK ON THE EDGE OF THE DOCK.
 KV4280'
 KV4280'REFERENCE MARK DISTANCES WERE ACCURATELY DERIVED AS THE COMPUTED
 KV4280'SIDE-LENGTHS OF THE CLOSED TRIANGLE BASED ON THE MEASURED DISTANCE
 KV4280'BETWEEN REFERENCE MARKS.
 KV4280'
 KV4280'THERE IS EXCELLENT FOOTING FOR CENTRAL OR ECCENTRIC TRIPOD
 KV4280'SET-UPS ON THE CONCRETE ROOF.
 KV4280'
 KV4280'STATION IS REACHED FROM THE GROUND BY A STEEL LADDER UP THE
 KV4280'N SIDE OF THE FREQUENCY HOUSE.
 KV4280'
 KV4280'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 METERS.
 KV4280
 KV4280                          STATION RECOVERY (1933)
 KV4280
 KV4280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4280'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED, WITH THE
 KV4280'FOLLOWING ADDITIONS--
 KV4280'
 KV4280'REFERENCE MEASUREMENTS TO STATION WERE TAKEN AS FOLLOWS--
 KV4280'
 KV4280'NORMAL TO S WALL (INSIDE) 7.524 METERS
 KV4280'
 KV4280'NORMAL TO W WALL (INSIDE) 0.966 METERS
 KV4280'
 KV4280'NORMAL TO N WALL (INSIDE) 7.006 METERS
 KV4280'
 KV4280'TO N CORNER OF VENTILATOR BASE TO E 1.947 METERS
 KV4280'
 KV4280'TO S CORNER OF VENTILATOR BASE TO E 2.166 METERS
 KV4280'
 KV4280'NORMAL TO VENTILATOR BASE TO E 1.855 METERS
 KV4280'
 KV4280'REFERENCE MEASUREMENTS TO RM-1 WERE TAKEN AS FOLLOWS--
 KV4280'
 KV4280'TO INSIDE EDGE OF SIDEWALK 0.127
 KV4280'
 KV4280'NORMAL TO WATERS EDGE OF BULKHEAD 1.09 METERS
 KV4280'
 KV4280'TO W END OF STEEL FENCE TO S 14.63 METERS
 KV4280'
 KV4280'REFERENCE MEASUREMENTS TO RM-2 WERE TAKEN AS FOLLOWS--
 KV4280'
 KV4280'TO NEAREST CORNER OF AERATOR 9.193 METERS
 KV4280'
 KV4280'TO NEAREST CORNER OF SQUARE MANHOLE (INSIDE) 1.063 METERS
 KV4280'
 KV4280'NORMAL TO WATERS EDGE OF BULKHEAD 1.152 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2816 ***********************************************************************
 JU2816  DESIGNATION -  MARK USE 1962
 JU2816  PID         -  JU2816
 JU2816  STATE/COUNTY-  NJ/ATLANTIC
 JU2816  USGS QUAD   -  OCEANVILLE (1989)
 JU2816
 JU2816                         *CURRENT SURVEY CONTROL
 JU2816  ___________________________________________________________________
 JU2816* NAD 83(1996)-  39 22 56.51552(N)    074 24 16.15758(W)     ADJUSTED  
 JU2816* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2816  ___________________________________________________________________
 JU2816  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 JU2816  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JU2816
 JU2816  HORZ ORDER  -  SECOND
 JU2816
 JU2816.The horizontal coordinates were established by classical geodetic methods
 JU2816.and adjusted by the National Geodetic Survey in September 1999..
 JU2816
 JU2816.The orthometric height was scaled from a topographic map.
 JU2816
 JU2816.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2816
 JU2816.The geoid height was determined by GEOID03.
 JU2816
 JU2816;                    North         East     Units Scale Factor Converg.
 JU2816;SPC NJ       -    60,950.449   158,228.304   MT  0.99990083   +0 03 38.2
 JU2816;SPC NJ       -   199,968.26    519,120.69   sFT  0.99990083   +0 03 38.2
 JU2816;UTM  18      - 4,359,378.598   551,287.899   MT  0.99963239   +0 22 40.3
 JU2816
 JU2816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2816!SPC NJ       -   1.00000513  x   0.99990083  =   0.99990596
 JU2816!UTM  18      -   1.00000513  x   0.99963239  =   0.99963752
 JU2816
 JU2816                          SUPERSEDED SURVEY CONTROL
 JU2816
 JU2816  NAD 83(1986)-  39 22 56.50470(N)    074 24 16.14963(W) AD(       ) 2
 JU2816  NAD 27      -  39 22 56.08270(N)    074 24 17.62090(W) AD(       ) 2
 JU2816
 JU2816.Superseded values are not recommended for survey control.
 JU2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2816.See file dsdata.txt to determine how the superseded data were derived.
 JU2816
 JU2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5128859379(NAD 83)
 JU2816_MARKER: DD = SURVEY DISK
 JU2816_SETTING: 0 = UNSPECIFIED SETTING
 JU2816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2816
 JU2816  HISTORY     - Date     Condition        Report By
 JU2816  HISTORY     - 1962     MONUMENTED       USE
 JU2816
 JU2816                          STATION DESCRIPTION
 JU2816
 JU2816'DESCRIBED BY US ENGINEERS 1962 (VBM)
 JU2816'THE STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF BRIGANTINE
 JU2816'ISLAND, ABOUT 0.8 MILE EAST OF THE ABSECON INLET BRIDGE, 0.2
 JU2816'MILE SOUTHWEST OF THE BRIGANTINE CITY GARBAGE DUMP.  IT IS A
 JU2816'U.S.E. DEPARTMENT DISK NOT STAMPED, SET IN THE TOP OF A 10 INCH
 JU2816'CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 14 FEET NORTHWEST
 JU2816'OF THE CENTERLINE OF A SAND ROAD.
 JU2816'
 JU2816'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION RUM,
 JU2816'THE DISTANCE IS 295.42 FEET AND 90.0442 METERS.
 JU2816'
 JU2816'TO REACH FROM THE POST OFFICE IN BRIGANTINE, GO SOUTHWEST ON
 JU2816'BRIGANTINE AVE. FOR 0.8 MILE TO A FORK.  KEEP LEFT AND CONTINUE
 JU2816'SOUTHWEST ON BRIGANTINE AVE. FOR 0.8 MILE TO THE END OF THE
 JU2816'STREET.  BEAR RIGHT AND CONTINUE SOUTHERLY ON A SAND ROAD FOR 0.5
 JU2816'MILE THROUGH A GARBAGE DUMP TO A SIDE ROAD RIGHT.  CONTINUE AHEAD
 JU2816'SOUTHERLY ON THE SAND ROAD FOR 0.2 MILE TO THE MARK ON THE
 JU2816'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5079 ***********************************************************************
 KV5079  DESIGNATION -  MARLBORO STATE HOSP TANK
 KV5079  PID         -  KV5079
 KV5079  STATE/COUNTY-  NJ/MONMOUTH
 KV5079  USGS QUAD   -  MARLBORO (1981)
 KV5079
 KV5079                         *CURRENT SURVEY CONTROL
 KV5079  ___________________________________________________________________
 KV5079* NAD 83(1996)-  40 20 47.75664(N)    074 13 43.72624(W)     ADJUSTED  
 KV5079* NAVD 88     -                                                        
 KV5079  ___________________________________________________________________
 KV5079  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 KV5079  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KV5079
 KV5079  HORZ ORDER  -  THIRD
 KV5079
 KV5079.The horizontal coordinates were established by classical geodetic methods
 KV5079.and adjusted by the National Geodetic Survey in September 1999..
 KV5079
 KV5079
 KV5079.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5079
 KV5079.The geoid height was determined by GEOID03.
 KV5079
 KV5079;                    North         East     Units Scale Factor Converg.
 KV5079;SPC NJ       -   168,031.512   173,037.918   MT  0.99990653   +0 10 32.1
 KV5079;SPC NJ       -   551,283.39    567,708.57   sFT  0.99990653   +0 10 32.1
 KV5079;UTM  18      - 4,466,512.848   565,494.595   MT  0.99965280   +0 29 57.5
 KV5079
 KV5079                          SUPERSEDED SURVEY CONTROL
 KV5079
 KV5079  NAD 83(1986)-  40 20 47.75780(N)    074 13 43.72237(W) AD(       ) 4
 KV5079  NAD 27      -  40 20 47.36600(N)    074 13 45.20200(W) AD(       ) 3
 KV5079
 KV5079.Superseded values are not recommended for survey control.
 KV5079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5079.See file dsdata.txt to determine how the superseded data were derived.
 KV5079
 KV5079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6549566513(NAD 83)
 KV5079_MARKER: 51 = TANK
 KV5079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5079+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2001
 KV5079
 KV5079  HISTORY     - Date     Condition        Report By
 KV5079  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5079  HISTORY     - 19950906 GOOD             USPSQD
 KV5079  HISTORY     - 20010503 GOOD             USPSQD
 KV5079
 KV5079                          STATION DESCRIPTION
 KV5079
 KV5079'DESCRIBED BY US POWER SQUADRON 1995
 KV5079'RECOVERED IN GOOD CONDITION.
 KV5079
 KV5079                          STATION RECOVERY (2001)
 KV5079
 KV5079'RECOVERY NOTE BY US POWER SQUADRON 2001 (RA)
 KV5079'THE STATION, A LARGE WHITE WATER TANK, IS LOCATED IN MARLBORO TOWNSHIP
 KV5079'IN THE NORTHEAST CORNER OF A PASTURE ON GROUNDS OWNED BY THE MARLBORO
 KV5079'PSYCHIATRIC HOSPITAL. TO REACH STATION, SEE KV5078 STATION RECOVERY
 KV5079'(1993). IT IS IN THE SAME PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2884 ***********************************************************************
 JU2884  DESIGNATION -  MARMORA
 JU2884  PID         -  JU2884
 JU2884  STATE/COUNTY-  NJ/CAPE MAY
 JU2884  USGS QUAD   -  MARMORA (1994)
 JU2884
 JU2884                         *CURRENT SURVEY CONTROL
 JU2884  ___________________________________________________________________
 JU2884* NAD 83(1996)-  39 15 43.36393(N)    074 38 59.07544(W)     ADJUSTED  
 JU2884* NAVD 88     -         9.748  (meters)      31.98   (feet)  ADJUSTED  
 JU2884  ___________________________________________________________________
 JU2884  X           -   1,309,021.837 (meters)                     COMP
 JU2884  Y           -  -4,768,540.319 (meters)                     COMP
 JU2884  Z           -   4,014,867.906 (meters)                     COMP
 JU2884  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 JU2884  ELLIP HEIGHT-         -24.84  (meters)          (10/23/02) GPS OBS
 JU2884  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 JU2884  DYNAMIC HT  -           9.742 (meters)      31.96  (feet)  COMP
 JU2884  MODELED GRAV-     980,095.6   (mgal)                       NAVD 88
 JU2884
 JU2884  HORZ ORDER  -  FIRST
 JU2884  VERT ORDER  -  FIRST     CLASS II
 JU2884  ELLP ORDER  -  FOURTH    CLASS I
 JU2884
 JU2884.The horizontal coordinates were established by GPS observations
 JU2884.and adjusted by the National Geodetic Survey in May 1999..
 JU2884
 JU2884.The orthometric height was determined by differential leveling
 JU2884.and adjusted by the National Geodetic Survey in March 2005..
 JU2884.No vertical observational check was made to the station.
 JU2884
 JU2884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2884
 JU2884.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2884
 JU2884.The ellipsoidal height was determined by GPS observations
 JU2884.and is referenced to NAD 83.
 JU2884
 JU2884.The geoid height was determined by GEOID03.
 JU2884
 JU2884.The dynamic height is computed by dividing the NAVD 88
 JU2884.geopotential number by the normal gravity value computed on the
 JU2884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2884.degrees latitude (g = 980.6199 gals.).
 JU2884
 JU2884.The modeled gravity was interpolated from observed gravity values.
 JU2884
 JU2884;                    North         East     Units Scale Factor Converg.
 JU2884;SPC NJ       -    47,600.010   137,077.560   MT  0.99990206   -0 05 41.2
 JU2884;SPC NJ       -   156,167.70    449,728.63   sFT  0.99990206   -0 05 41.2
 JU2884;UTM  18      - 4,345,915.166   530,217.200   MT  0.99961124   +0 13 18.0
 JU2884
 JU2884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2884!SPC NJ       -   1.00000390  x   0.99990206  =   0.99990596
 JU2884!UTM  18      -   1.00000390  x   0.99961124  =   0.99961514
 JU2884
 JU2884|---------------------------------------------------------------------|
 JU2884| PID    Reference Object                     Distance      Geod. Az  |
 JU2884|                                                           dddmmss.s |
 JU2884| AJ8714 MARMORA RM 1 AZ MK RESET                           06451     |
 JU2884| CB2242 MARMORA RM 2                         31.471 METERS 08920     |
 JU2884| JU2838 LARGE STACK SW STA BANK             APPROX. 3.7 KM 0894338.8 |
 JU2884| JU2837 SUNOCO                              APPROX. 3.1 KM 1080127.7 |
 JU2884| AJ8715 MARMORA RM 4                         32.120 METERS 19557     |
 JU2884| CB2243 MARMORA RM 3                         23.653 METERS 30450     |
 JU2884| AJ8716 MARMORA RM 5                         23.838 METERS 31500     |
 JU2884| JU4098 MARMORA AZ MK 2                     APPROX. 0.7 KM 3172424.5 |
 JU2884|---------------------------------------------------------------------|
 JU2884
 JU2884                          SUPERSEDED SURVEY CONTROL
 JU2884
 JU2884  ELLIP H (05/14/99)  -24.87   (m)                       GP(       ) 4 1
 JU2884  NAD 83(1992)-  39 15 43.36321(N)    074 38 59.07491(W) AD(       ) 1
 JU2884  ELLIP H (03/31/93)  -24.96   (m)                       GP(       ) 3 2
 JU2884  NAD 83(1986)-  39 15 43.34473(N)    074 38 59.07464(W) AD(       ) 1
 JU2884  NAD 27      -  39 15 42.93000(N)    074 39 00.50300(W) AD(       ) 1
 JU2884
 JU2884.Superseded values are not recommended for survey control.
 JU2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2884.See file dsdata.txt to determine how the superseded data were derived.
 JU2884
 JU2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3021745915(NAD 83)
 JU2884_MARKER: DS = TRIANGULATION STATION DISK
 JU2884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2884_SP_SET: CONCRETE POST
 JU2884_STAMPING: MARMORA 1932
 JU2884_MARK LOGO: CGS   
 JU2884_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2884+STABILITY: SURFACE MOTION
 JU2884_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2884+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2006
 JU2884
 JU2884  HISTORY     - Date     Condition        Report By
 JU2884  HISTORY     - 1932     MONUMENTED       CGS
 JU2884  HISTORY     - 1932     GOOD             CGS
 JU2884  HISTORY     - 1935     GOOD             NJGS
 JU2884  HISTORY     - 1950     GOOD             CGS
 JU2884  HISTORY     - 1967     GOOD             CGS
 JU2884  HISTORY     - 1982     GOOD             LOCENG
 JU2884  HISTORY     - 1983     GOOD             USGS
 JU2884  HISTORY     - 1983     GOOD             NGS
 JU2884  HISTORY     - 19900807 GOOD             NJGS
 JU2884  HISTORY     - 19930310 GOOD             NJHA
 JU2884  HISTORY     - 20000815 GOOD             NJGS
 JU2884  HISTORY     - 20060127 GOOD             GEOCAC
 JU2884
 JU2884                          STATION DESCRIPTION
 JU2884
 JU2884'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2884'LOCATED AT MARMORA, N.J., 100 FEET E OF THE CENTER LINE OF STATE
 JU2884'HIGHWAY NO. 4.  47.0 FEET S OF CONCRETE BLOCK HOUSE.  OPPOSITE A
 JU2884'BRANCH ROAD WITH SIGNS TO PETERSBURG AND TUCKAHOE.
 JU2884'
 JU2884'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2884'DISKS SET IN CONCRETE AS DESCRIBED.
 JU2884'
 JU2884'REFERENCE MARK NO.1 IS ABOUT 0.25 MILE NE OF STATION, ON THE S
 JU2884'SIDE OF THE ROAD TO OCEAN CITY, ON THE N SIDE OF THE ROAD,
 JU2884'OPPOSITE THE MARK, IS A YELLOW HOUSE.  MARK IS ABOUT 1 FOOT S
 JU2884'OF THE S CURB OF HIGHWAY.
 JU2884'
 JU2884'REFERENCE MARK NO. 2 IS 103.25 FEET NE OF STATION, ABOUT 3 FEET
 JU2884'SW OF NW CORNER OF CONCRETE BLOCK BUILDING.
 JU2884'
 JU2884'REFERENCE MARK NO. 3 IS 77.6 FEET W OF STATION, 22 FEET E OF
 JU2884'CENTER LINE OF HIGHWAY NO. 4.
 JU2884'
 JU2884'HEIGHT OF SIGNAL ABOVE STATION MARK - 24 METERS.
 JU2884
 JU2884                          STATION RECOVERY (1932)
 JU2884
 JU2884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 JU2884'RECOVERED IN GOOD CONDITION.
 JU2884
 JU2884                          STATION RECOVERY (1935)
 JU2884
 JU2884'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1935
 JU2884'REFERENCE MARK 3 MARMORA WAS USED AS MONUMENT NO. 2756 BY THE
 JU2884'N.J. GEOD. S., IT IS A STANDARD U.S.C. AND G.S. R.M. DISK, SET IN
 JU2884'CONCRETE, ON STATE HIGHWAY NO. 4, ABOUT 0.25 MILE SW OF ROOSEVELT
 JU2884'BOULEVARD IN MARMORA.  IT IS LOCATED JUST SW OF A COUNTY ROAD ON
 JU2884'THE SE SIDE OF HIGHWAY NO. 4 AND 0.67 FOOT ABOVE GROUND.
 JU2884'
 JU2884'THE MONUMENT IS 22.0 FEET SE OF THE CENTER LINE OF HIGHWAY
 JU2884'NO. 4.  101.2 FEET W OF THE S CORNER OF A CONCRETE BLOCK
 JU2884'BUNGALOW.  59.8 FEET SW OF THE W CORNER OF THE SAME BUNGALOW.  AND
 JU2884'35.4 FEET NE OF BELL TELEPHONE COMPANY POLE NO. 303+1.  COMPANION
 JU2884'MONUMENT NO. 2706 IS 1280.97 FEET NE.
 JU2884
 JU2884                          STATION RECOVERY (1950)
 JU2884
 JU2884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2884'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU2884'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 JU2884'AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 JU2884'AND CORRECT, WITH THE FOLLOWING EXCEPTIONS--
 JU2884'
 JU2884'THE YELLOW HOUSE REFERRED TO IN THE PUBLISHED DESCRIPTION NO
 JU2884'LONGER EXISTS.  REFERENCE MARK 1 IS LOCATED ABOUT 0.2 MILE E
 JU2884'ALONG ROOSEVELT BOULEVARD FROM ITS INTERSECTION WITH STATE
 JU2884'HIGHWAY 4.  IT IS 6.0 FEET E OF A.C.E. POLE 2977 AND 2.0 FEET
 JU2884'S OF THE S CURB.
 JU2884
 JU2884                          STATION RECOVERY (1967)
 JU2884
 JU2884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 JU2884'THE STATION AND REFERENCE MARKS 1, 2 AND 3 WERE FOUND IN GOOD
 JU2884'CONDITION.  REFERENCE MARK 1 WAS LOWERED 0.5 FOOT AT THE
 JU2884'REQUEST OF A LOCAL ENGINEER AS THE FIRST NATIONAL BANK OF
 JU2884'TUCKAHOE IS BEING CONSTRUCTED IN THE VICINITY AND THERE WAS SOME
 JU2884'DANGER OF IT BEING DISTURBED.  THE DISTANCE TO REFERENCE MARK 3
 JU2884'CHECKED.  NO MEASUREMENT WAS MADE TO REFERENCE MARK 2 AS THERE
 JU2884'WAS A CAR ON LINE.  NO OBSERVATIONS WERE MADE AS REFERENCE MARK
 JU2884'1 IS NOT VISIBLE FROM THE GROUND.  STATE HIGHWAY 4 MENTIONED
 JU2884'IN THE PREVIOUS DESCRIPTIONS IS NOW U.S. HIGHWAY 9.
 JU2884'
 JU2884'A COMPLETE NEW DESCRIPTION FOLLOWS--
 JU2884'
 JU2884'THE STATION IS LOCATED IN MARMORA, JUST SOUTH OF THE FIRST HOUSE
 JU2884'SOUTH OF THE POST OFFICE AND JUST EAST OF THE SOUTH INTERSECTION
 JU2884'OF U.S. HIGHWAY 9 AND COUNTY ROAD 585.
 JU2884'
 JU2884'THE STATION IS A STANDARD DISK STAMPED MARMORA 1932 SET IN
 JU2884'THE TOP OF A 12 INCH BY 12 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 JU2884'BELOW THE GROUND SURFACE.  IT IS 100 FEET EAST OF THE CENTERLINE OF
 JU2884'U.S. HIGHWAY 9 AND 46.1 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE
 JU2884'BLOCK HOUSE.
 JU2884'
 JU2884'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MARMORA NO 1 1932
 JU2884'1967 SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS
 JU2884'12 INCHES IN DIAMETER AND 1 INCH LOWER IN ELEVATION THAN THE
 JU2884'TOP OF THE CURB.  IT IS 43.7 FEET SOUTH OF THE CENTERLINE OF
 JU2884'COUNTY ROAD 585 (ROOSEVELT BOULEVARD), 8.6 FEET EAST OF A POWER
 JU2884'POLE, 1.8 FEET SOUTH OF THE NORTH EDGE OF THE CURB, ABOUT
 JU2884'0.15 MILE WEST OF THE GARDEN STATE PARKWAY AND IN FRONT OF THE
 JU2884'FIRST NATIONAL BANK OF TUCKAHOE NOW UNDER CONSTRUCTION.
 JU2884'
 JU2884'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MARMORA NO 2 1932
 JU2884'SET IN THE TOP OF A 12 INCH BY 12 INCH CONCRETE MONUMENT THAT
 JU2884'PROJECTS 5 INCHES.  IT IS 10 FEET NORTH OF THE NORTH EDGE OF A
 JU2884'DOG PEN.
 JU2884'
 JU2884'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MARMORA NO 3 1932
 JU2884'SET IN THE TOP OF A 12 INCH BY 12 INCH CONCRETE MONUMENT THAT
 JU2884'PROJECTS 6 INCHES.  IT IS 22.0 FEET EAST OF THE CENTERLINE OF
 JU2884'U.S. HIGHWAY 9, AND 60 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 JU2884'CONCRETE BLOCK HOUSE.
 JU2884'
 JU2884'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2884'IN MARMORA.
 JU2884
 JU2884                          STATION RECOVERY (1982)
 JU2884
 JU2884'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (CT)
 JU2884'MARMORA 1932 RECOVERED IN GOOD CONDITION (SHOULD BE RELOCATED).
 JU2884'
 JU2884'MARMORA NO 1 1932 1967 RECOVERED IN GOOD CONDITION.
 JU2884'
 JU2884'MARMORA NO 2 1932 NOT RECOVERED.
 JU2884'
 JU2884'MARMORA NO 3 1932 RECOVERED IN POOR CONDITION.
 JU2884'
 JU2884'NOTE--CONSTRUCTION IN THE AREA THREATENS THE FUTURE EXISTANCE OF THE
 JU2884'STATION MARK.
 JU2884
 JU2884                          STATION RECOVERY (1983)
 JU2884
 JU2884'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JU2884'RM NUMBER ONE HAS BEEN RESET IN CURB ISLAND IN FRONT OF A BANK.
 JU2884'THIS IS NJGS BM 2755 AND IS NO LONGER USABLE AS A BENCH MARK.
 JU2884'
 JU2884'RM NUMBER 3 IS LEANING 75 DEGREES TO THE NORTH BUT IS SOLID IN
 JU2884'BROUND.  THIS MARK WAS HIT WITH LEVELS BY NJGS IN 1938 AND IS
 JU2884'NUMBERED 2756 ELEVATION 34.668 FEET AND IS NO LONGER USEABLE AS
 JU2884'A BENCH MARK.
 JU2884'
 JU2884'RM NUMBER 2 COULD NOT BE FOUND AND BELIEVE IT HAS BEEN DESTROYED BY A
 JU2884'PAVED PARKING AREA.  STATION WAS NOT DUG FOR BUT WAS REPORTED O K
 JU2884'BY THE OWNER OF MARTEK ELECTRONIC SYSTEMS WHO IS THE OWNER OF
 JU2884'THE BUILDING MENTIONED IN THE DESCRIPTION.  THE CONCRETE BLOCK
 JU2884'BUILDING MENTIONED IN THE DESCRIPTION IS NOW COVERED WITH WOOD
 JU2884'PANELING.
 JU2884
 JU2884                          STATION RECOVERY (1983)
 JU2884
 JU2884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 JU2884'THE STATION WAS RECOVERED AT THIS DATE.
 JU2884'NO OTHER MARKS WERE FOUND.  THERE HAS BEEN EXTENSIVE CONSTRUCTION
 JU2884'IN THE AREA.  TWO NEW REFERENCE MARKS AND AN AZIMUTH MARK WERE
 JU2884'ESTABLIHED AT THIS TIME.
 JU2884'
 JU2884'THE STATION IS LOCATED ABOUT 22.5 KM (14.0 MI)
 JU2884'SOUTHWEST OF ATLANTIC CITY,
 JU2884'6.5 KM (4.0 MI) EAST OF PETERSBURG,
 JU2884'4.75 KM (3.0 MI) SOUTH OF THE GREAT EGG HARBOR AND
 JU2884'38.0 METERS (125 FT) SOUTHWEST OF THE POST OF AT MARMORA.
 JU2884'OWNERSHIP--CITY OF MARMORA.
 JU2884'
 JU2884'TO REACH THE STATION GO TO THE POST OFFICE IN MARMORA.
 JU2884'
 JU2884'THE STATION IS A STANDARD CGS DISK
 JU2884'STAMPED---MARMORA 1932---,
 JU2884'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU2884'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 JU2884'39.4 METERS (129.3 FT) WEST FROM THE WEST CORNER OF THE POST OFFICE,
 JU2884'30.8 METERS (101.0 FT) SOUTHEAST FROM THE CENTER OF THE
 JU2884'INTERSECTION OF U.S. HIGHWAY 9 AND COUNTY ROAD 631,
 JU2884'27.5 METERS (90.3 FT) EAST FROM A POWER POLE,
 JU2884'24.1 METERS (79.2 FT) SOUTHEAST FROM A POWER POLE 2477 112 AND
 JU2884'21.6 METERS (70.8 FT) SOUTH FROM THE WEST CORNER OF THE MARTEX
 JU2884'ELECTRONICS BULLRING.
 JU2884'
 JU2884'REFERENCE MARK NO. 4 IS A STANDARD NGS DISK
 JU2884'STAMPED---MARMORA 1932 NO 4 1983---,
 JU2884'SET INTO A DRILL HOLE IN THE NORTHWEST SIDE OF THE CONCRETE BASE OF
 JU2884'A LIGHTPOLE FOR THE MARMORA FORD DEALERSHIP.
 JU2884'43.2 METERS (141.6 FT) SOUTHEAST FROM THE CENTER OF ROUTE 9,
 JU2884'19.9 METERS (65.4 FT) EAST FROM A POWER POLE A-20268,
 JU2884'7.3 METERS (23.8 FT) NORTH FROM THE NORTH CORNER OF THE CAR DEALERS
 JU2884'SHOWROOM AND
 JU2884'0.2 METERS (0.8 FT) NORTHWEST FROM THE LIGHTPOLE.
 JU2884'MARK IS LEVEL WITH THE STATION.
 JU2884'
 JU2884'REFERENCE MARK NO. 5 IS A STANDARD NGS DISK
 JU2884'STAMPED---MARMORA 1932 NO 5 1932---,
 JU2884'SET INTO A DRILL HOLE IN A CURB ALONG THE SOUTHEAST SIDE OF U.S.
 JU2884'HIGHWAY 9
 JU2884'15.4 METERS (50.5 FT) NORTHEAST FROM A POWER POLE,
 JU2884'14.5 METERS (47.5 FT) WEST FROM THE WEST CORNER OF THE MARTEX
 JU2884'ELECTRONICS BULLRING AND
 JU2884'4.9 METERS (16.1 FT) SOUTHWEST FROM A POWER POLE 2477 112.
 JU2884'MARK IS LEVEL WITH THE STATION.
 JU2884'
 JU2884'AZIMUTH MARK NO. 2 IS A STANDARD NGS DISK
 JU2884'STAMPED---MARMORA 1932 NO 2 1983---,
 JU2884'SET INTO A DRILL HOLE NEAR THE NORTH END OF A TRAFFIC ISLAND MAKING
 JU2884'THE JUNCTION OF COUNTY ROAD 631 AND BEASLEY POINT ROAD.
 JU2884'15.7 METERS (51.6 FT) SOUTHEAST FROM A POWER POLE,
 JU2884'9.1 METERS (30.0 FT) SOUTHEAST FROM THE CENTER OF BEASLEY POINT
 JU2884'ROAD,
 JU2884'6.7 METERS (22.0 FT) SOUTHWEST FROM THE CENTER OF WEST BOUND COUNTY
 JU2884'ROAD 631 AND
 JU2884'5.9 METERS (19.4 FT) NORTH FROM THE CENTER OF EAST BOUND COUNTY
 JU2884'ROAD 631.
 JU2884'TO REACH THE AZIMUTH FROM THE STATION,
 JU2884'GO NORTHWEST FOR 0.7 KM (0.45 MI) ON COUNTY ROAD 631 TO THE MARK IN
 JU2884'THE CENTER OF A TEE JUNCTION.
 JU2884'
 JU2884'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 JU2884'
 JU2884'DESCRIBED BY R G POUST.
 JU2884
 JU2884                          STATION RECOVERY (1990)
 JU2884
 JU2884'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2884'THE STATION IS LOCATED IN UPPER TOWNSHIP, ON THE SOUTHEAST SIDE OF
 JU2884'U.S. HIGHWAY 9, SEASHORE ROAD, IN THE TOWN OF MARMORA.  TO REACH THE
 JU2884'STATION FROM THE JUNCTION OF U.S.HIGHWAY 9 AND COUNTY ROAD 623,
 JU2884'ROOSEVELT BOULEVARD IN MARMORA, GO 0.25 MI (0.40 KM) SOUTHWEST ON
 JU2884'HIGHWAY 9 TO THE STATION ON THE LEFT, SET IN A VACANT LOT.  THE
 JU2884'STATION IS 30.8 M (101.0 FT) SOUTHEAST FROM THE CENTER OF THE
 JU2884'JUNCTION OF ROUTE 9 AND COUNTY ROAD 631, TUCKAHOE ROAD, 27.7 M
 JU2884'(90.9 FT) EAST FROM POWER POLE BT 1, 15.2 M (49.9 FT) SOUTHWEST OF
 JU2884'THE CENTER OF A RADIO ANTENNA TOWER ON PROPERTY OF MARINE ELECTRONICS
 JU2884'COMPUTERS AND 24.3 M (79.7 FT) SOUTHEAST OF POLE 2477 112.
 JU2884
 JU2884                          STATION RECOVERY (1993)
 JU2884
 JU2884'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 JU2884'RECOVERED IN GOOD CONDITION.
 JU2884
 JU2884                          STATION RECOVERY (2000)
 JU2884
 JU2884'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU2884'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  THE STATION IS
 JU2884'23.85 M (78.25 FT) SOUTH SOUTHWEST FROM REFERENCE MARK NUMBER 5.
 JU2884
 JU2884                          STATION RECOVERY (2006)
 JU2884
 JU2884'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2884'THE STATION, REFERENCE MARK NO. 4, REFERENCE MARK NO. 5 AND AZ MK 2
 JU2884'ALL FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4098 ***********************************************************************
 JU4098  DESIGNATION -  MARMORA AZ MK 2
 JU4098  PID         -  JU4098
 JU4098  STATE/COUNTY-  NJ/CAPE MAY
 JU4098  USGS QUAD   -  MARMORA (1994)
 JU4098
 JU4098                         *CURRENT SURVEY CONTROL
 JU4098  ___________________________________________________________________
 JU4098* NAD 83(1996)-  39 16 00.31243(N)    074 39 19.12041(W)     ADJUSTED  
 JU4098* NAVD 88     -         7.357  (meters)      24.14   (feet)  ADJUSTED  
 JU4098  ___________________________________________________________________
 JU4098  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 JU4098  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 JU4098  DYNAMIC HT  -           7.353 (meters)      24.12  (feet)  COMP
 JU4098  MODELED GRAV-     980,096.6   (mgal)                       NAVD 88
 JU4098
 JU4098  HORZ ORDER  -  THIRD
 JU4098  VERT ORDER  -  FIRST     CLASS II
 JU4098
 JU4098.The horizontal coordinates were established by classical geodetic methods
 JU4098.and adjusted by the National Geodetic Survey in September 1999..
 JU4098.No horizontal observational check was made to the station.
 JU4098
 JU4098.The orthometric height was determined by differential leveling
 JU4098.and adjusted by the National Geodetic Survey in March 2005..
 JU4098
 JU4098.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4098
 JU4098.The geoid height was determined by GEOID03.
 JU4098
 JU4098.The dynamic height is computed by dividing the NAVD 88
 JU4098.geopotential number by the normal gravity value computed on the
 JU4098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4098.degrees latitude (g = 980.6199 gals.).
 JU4098
 JU4098.The modeled gravity was interpolated from observed gravity values.
 JU4098
 JU4098;                    North         East     Units Scale Factor Converg.
 JU4098;SPC NJ       -    48,123.443   136,597.948   MT  0.99990221   -0 05 53.9
 JU4098;SPC NJ       -   157,885.00    448,155.10   sFT  0.99990221   -0 05 53.9
 JU4098;UTM  18      - 4,346,435.790   529,734.845   MT  0.99961089   +0 13 05.4
 JU4098
 JU4098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4098!SPC NJ       -   1.00000427  x   0.99990221  =   0.99990648
 JU4098!UTM  18      -   1.00000427  x   0.99961089  =   0.99961516
 JU4098
 JU4098                          SUPERSEDED SURVEY CONTROL
 JU4098
 JU4098  NAD 83(1986)-  39 16 00.29335(N)    074 39 19.11953(W) AD(       ) 3
 JU4098
 JU4098.Superseded values are not recommended for survey control.
 JU4098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4098.See file dsdata.txt to determine how the superseded data were derived.
 JU4098
 JU4098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2973546436(NAD 83)
 JU4098_MARKER: DZ = AZIMUTH MARK DISK
 JU4098_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4098_SP_SET: TRAFFIC ISLAND
 JU4098_STAMPING: MARMORA 1932 NO 2 1983
 JU4098_MARK LOGO: NGS   
 JU4098_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4098+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2006
 JU4098
 JU4098  HISTORY     - Date     Condition        Report By
 JU4098  HISTORY     - 1983     MONUMENTED       NGS
 JU4098  HISTORY     - 20000819 GOOD             NJGS
 JU4098  HISTORY     - 20060127 GOOD             GEOCAC
 JU4098
 JU4098                          STATION DESCRIPTION
 JU4098
 JU4098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 JU4098'THE STATION IS LOCATED 0.7 KM. (0.45 MI.) NORTHWEST OF MARMORA,
 JU4098'IN UPPER TOWNSHIP, CAPE MAY.
 JU4098'
 JU4098'TO REACH STATION FROM THE POST OFFICE AT MARMORA, GO NORTHWEST ON
 JU4098'CAPE MAY COUNTY ROUTE 631 FOR 0.7 KM. (0.45 MI.) TO THE MARK IN THE
 JU4098'CENTER OF A  T  INTERSECTION WITH TUCKAHOE ROAD EXTENSION, CAPE MAY
 JU4098'COUNTY ROUTE 631A.
 JU4098'
 JU4098'THE STATION IS A STANDARD NGS DISK
 JU4098'STAMPED---MARMORA 1932  NO.2  1983   ---,
 JU4098'SET INTO A DRILL HOLE NEAR THE NORTH END OF A TRAFFIC ISLAND WHICH
 JU4098'MAKES UP THE INTERSECTION OF COUNTY ROUTE 631 AND TUCKAHOE ROAD.
 JU4098'9.1 METERS (30.0 FT) SOUTHEAST FROM THE CENTERLINE OF TUCKAHOE ROAD
 JU4098'15.7 METERS (51.6 FT) SOUTHEAST FROM A POWERPOLE
 JU4098'5.9 METERS (19.4 FT) NORTH FROM THE CENTERLINE OF COUNTY ROUTE 631
 JU4098'EAST-BOUND LANES.
 JU4098'6.7 METERS (22.0 FT) SOUTHWEST FROM THE CENTERLINE OF COUNTY ROUTE
 JU4098'631 WEST-BOUND LANES.
 JU4098'
 JU4098'STATION DESCRIBED BY R.G.POUST.
 JU4098
 JU4098                          STATION RECOVERY (2000)
 JU4098
 JU4098'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU4098'THE STATION IS LOCATED IN UPPER TOWNSHIP, IN THE TOWN OF MARMORA.  TO
 JU4098'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 9 AND TUCKAHOE ROAD,
 JU4098'COUNTY ROUTE 631, GO 0.4 MI (0.6 KM) NORTHWEST ON TUCKAHOE ROAD TO THE
 JU4098'STATION ON THE LEFT IN THE CONCRETE TRIANGULAR ISLAND.  THE STATION IS
 JU4098'8.0 M (26.2 FT) EAST NORTHEAST FROM A WOOD UTILITY POLE NUMBER A
 JU4098'15550, 15.9 M (52.2 FT) SOUTH FROM A WOOD UTILITY POLE WITH NO NUMBER.
 JU4098
 JU4098                          STATION RECOVERY (2006)
 JU4098
 JU4098'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU4098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ8714 ***********************************************************************
 AJ8714  DESIGNATION -  MARMORA RM 1 AZ MK RESET
 AJ8714  PID         -  AJ8714
 AJ8714  STATE/COUNTY-  NJ/CAPE MAY
 AJ8714  USGS QUAD   -  MARMORA (1994)
 AJ8714
 AJ8714                         *CURRENT SURVEY CONTROL
 AJ8714  ___________________________________________________________________
 AJ8714* NAD 83(1986)-  39 15 44.     (N)    074 38 41.     (W)     SCALED    
 AJ8714* NAVD 88     -         4.375  (meters)      14.35   (feet)  ADJUSTED  
 AJ8714  ___________________________________________________________________
 AJ8714  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 AJ8714  DYNAMIC HT  -           4.373 (meters)      14.35  (feet)  COMP
 AJ8714  MODELED GRAV-     980,095.6   (mgal)                       NAVD 88
 AJ8714
 AJ8714  VERT ORDER  -  FIRST     CLASS II
 AJ8714
 AJ8714.The horizontal coordinates were scaled from a topographic map and have
 AJ8714.an estimated accuracy of +/- 6 seconds.
 AJ8714
 AJ8714.The orthometric height was determined by differential leveling
 AJ8714.and adjusted by the National Geodetic Survey in March 2005..
 AJ8714
 AJ8714.The geoid height was determined by GEOID03.
 AJ8714
 AJ8714.The dynamic height is computed by dividing the NAVD 88
 AJ8714.geopotential number by the normal gravity value computed on the
 AJ8714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8714.degrees latitude (g = 980.6199 gals.).
 AJ8714
 AJ8714.The modeled gravity was interpolated from observed gravity values.
 AJ8714
 AJ8714;                    North         East    Units  Estimated Accuracy
 AJ8714;SPC NJ       -    47,620.      137,510.      MT  (+/- 180 meters Scaled)
 AJ8714
 AJ8714                          SUPERSEDED SURVEY CONTROL
 AJ8714
 AJ8714.No superseded survey control is available for this station.
 AJ8714
 AJ8714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ306459(NAD 83)
 AJ8714_MARKER: DZ = AZIMUTH MARK DISK
 AJ8714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8714_STAMPING: MARMORA NO 1 1932 1967
 AJ8714_MARK LOGO: CGS   
 AJ8714_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8714+STABILITY: SURFACE MOTION
 AJ8714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8714+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2000
 AJ8714
 AJ8714  HISTORY     - Date     Condition        Report By
 AJ8714  HISTORY     - 1967     MONUMENTED       CGS
 AJ8714  HISTORY     - 20000815 GOOD             NJGS
 AJ8714
 AJ8714                          STATION DESCRIPTION
 AJ8714
 AJ8714'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AJ8714'THE STATION IS LOCATED IN UPPER TOWNSHIP, IN THE TOWN OF MARMORA.  TO
 AJ8714'REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 9 AND COUNTY
 AJ8714'ROAD 623, ROOSEVELT BOULEVARD, GO 0.15 MILES (0.24 KM) EAST SOUTHEAST
 AJ8714'FROM WOOD UTILITY POLE NO.  2979, 3.0 M (9.8 FT) WEST NORTHWEST FROM
 AJ8714'THE EAST NOSE OF TRAFFIC ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ8715 ***********************************************************************
 AJ8715  DESIGNATION -  MARMORA RM 4
 AJ8715  PID         -  AJ8715
 AJ8715  STATE/COUNTY-  NJ/CAPE MAY
 AJ8715  USGS QUAD   -  MARMORA (1994)
 AJ8715
 AJ8715                         *CURRENT SURVEY CONTROL
 AJ8715  ___________________________________________________________________
 AJ8715* NAD 83(1986)-  39 15 43.     (N)    074 38 54.     (W)     SCALED    
 AJ8715* NAVD 88     -        10.049  (meters)      32.97   (feet)  ADJUSTED  
 AJ8715  ___________________________________________________________________
 AJ8715  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 AJ8715  DYNAMIC HT  -          10.043 (meters)      32.95  (feet)  COMP
 AJ8715  MODELED GRAV-     980,095.6   (mgal)                       NAVD 88
 AJ8715
 AJ8715  VERT ORDER  -  FIRST     CLASS II
 AJ8715
 AJ8715.The horizontal coordinates were scaled from a topographic map and have
 AJ8715.an estimated accuracy of +/- 6 seconds.
 AJ8715
 AJ8715.The orthometric height was determined by differential leveling
 AJ8715.and adjusted by the National Geodetic Survey in March 2005..
 AJ8715.No vertical observational check was made to the station.
 AJ8715
 AJ8715.The geoid height was determined by GEOID03.
 AJ8715
 AJ8715.The dynamic height is computed by dividing the NAVD 88
 AJ8715.geopotential number by the normal gravity value computed on the
 AJ8715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8715.degrees latitude (g = 980.6199 gals.).
 AJ8715
 AJ8715.The modeled gravity was interpolated from observed gravity values.
 AJ8715
 AJ8715;                    North         East    Units  Estimated Accuracy
 AJ8715;SPC NJ       -    47,590.      137,200.      MT  (+/- 180 meters Scaled)
 AJ8715
 AJ8715                          SUPERSEDED SURVEY CONTROL
 AJ8715
 AJ8715.No superseded survey control is available for this station.
 AJ8715
 AJ8715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ303459(NAD 83)
 AJ8715_MARKER: DR = REFERENCE MARK DISK
 AJ8715_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AJ8715+WITH SETTING: PAVEMENT
 AJ8715_SP_SET: LIGHT POLE BASE
 AJ8715_STAMPING: MARMORA NO 4 1932 1983
 AJ8715_MARK LOGO: NGS   
 AJ8715_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8715+STABILITY: SURFACE MOTION
 AJ8715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ8715+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2000
 AJ8715
 AJ8715  HISTORY     - Date     Condition        Report By
 AJ8715  HISTORY     - 1983     MONUMENTED       NGS
 AJ8715  HISTORY     - UNK      SEE DESCRIPTION
 AJ8715  HISTORY     - 20000819 GOOD             NJGS
 AJ8715
 AJ8715                          STATION DESCRIPTION
 AJ8715
 AJ8715'DESCRIBED UNK
 AJ8715'RECOVERED AS DESCRIBED.
 AJ8715
 AJ8715                          STATION RECOVERY (2000)
 AJ8715
 AJ8715'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AJ8715'THE STATION IS LOCATED IN UPPER TOWNSHIP, IN THE TOWN OF MARMORA.  TO
 AJ8715'REACH THE STATION FROM THE INTERSECTION US HIGHWAY 9 AND COUNTY ROAD
 AJ8715'623, GO 0.25 MI (0.40 KM) SOUTHWEST ON US HIGHWAY 9 TO THE STATION ON
 AJ8715'THE LEFT ABOUT 50 M (164.0 FT) FROM US HIGHWAY 9, SET IN THE CONCRETE
 AJ8715'BASE OF A LIGHT POLE AT THE SOUTH SHORE CHRYSLER AUTO DEALERSHIP. THE
 AJ8715'STATION IS 7.45 M (24.44 FT) EAST NORTHEAST FROM THE CONCRETE CURB
 AJ8715'CORNER OF THE CAR LOT AND 32.1 M (105.3 FT) SOUTH SOUTHEAST FROM
 AJ8715'STATION MARMORA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ8716 ***********************************************************************
 AJ8716  DESIGNATION -  MARMORA RM 5
 AJ8716  PID         -  AJ8716
 AJ8716  STATE/COUNTY-  NJ/CAPE MAY
 AJ8716  USGS QUAD   -  MARMORA (1994)
 AJ8716
 AJ8716                         *CURRENT SURVEY CONTROL
 AJ8716  ___________________________________________________________________
 AJ8716* NAD 83(1986)-  39 15 43.     (N)    074 38 59.     (W)     SCALED    
 AJ8716* NAVD 88     -        10.023  (meters)      32.88   (feet)  ADJUSTED  
 AJ8716  ___________________________________________________________________
 AJ8716  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 AJ8716  DYNAMIC HT  -          10.018 (meters)      32.87  (feet)  COMP
 AJ8716  MODELED GRAV-     980,095.6   (mgal)                       NAVD 88
 AJ8716
 AJ8716  VERT ORDER  -  FIRST     CLASS II
 AJ8716
 AJ8716.The horizontal coordinates were scaled from a topographic map and have
 AJ8716.an estimated accuracy of +/- 6 seconds.
 AJ8716
 AJ8716.The orthometric height was determined by differential leveling
 AJ8716.and adjusted by the National Geodetic Survey in March 2005..
 AJ8716
 AJ8716.The geoid height was determined by GEOID03.
 AJ8716
 AJ8716.The dynamic height is computed by dividing the NAVD 88
 AJ8716.geopotential number by the normal gravity value computed on the
 AJ8716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8716.degrees latitude (g = 980.6199 gals.).
 AJ8716
 AJ8716.The modeled gravity was interpolated from observed gravity values.
 AJ8716
 AJ8716;                    North         East    Units  Estimated Accuracy
 AJ8716;SPC NJ       -    47,590.      137,080.      MT  (+/- 180 meters Scaled)
 AJ8716
 AJ8716                          SUPERSEDED SURVEY CONTROL
 AJ8716
 AJ8716.No superseded survey control is available for this station.
 AJ8716
 AJ8716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ302459(NAD 83)
 AJ8716_MARKER: DR = REFERENCE MARK DISK
 AJ8716_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ8716_SP_SET: CURB
 AJ8716_STAMPING: MARMORA 1932 NO 5 1983
 AJ8716_MARK LOGO: NGS   
 AJ8716_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8716_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ8716+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2000
 AJ8716
 AJ8716  HISTORY     - Date     Condition        Report By
 AJ8716  HISTORY     - 1983     MONUMENTED       NGS
 AJ8716  HISTORY     - UNK      SEE DESCRIPTION
 AJ8716  HISTORY     - 20000815 GOOD             NJGS
 AJ8716
 AJ8716                          STATION DESCRIPTION
 AJ8716
 AJ8716'DESCRIBED UNK
 AJ8716'RECOVERED AS DESCRIBED.
 AJ8716
 AJ8716                          STATION RECOVERY (2000)
 AJ8716
 AJ8716'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AJ8716'THE STATION IS LOCATED UPPER TOWNSHIP, IN THE TOWN OF MARMORA.  TO
 AJ8716'REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 9 AND COUNTY
 AJ8716'ROAD 623 GO 0.25 MI (0.40 KM) SOUTHWEST ON US HIGHWAY 9 TO THE STATION
 AJ8716'ON THE LEFT AT THE TEE INTERSECTION OF US HIGHWAY 9 AND TUCKAHOE ROAD
 AJ8716'(COUNTY ROAD 631) .  THE STATION IS 23.85 M (78.25 FT) NORTH NORTHEAST
 AJ8716'FROM STATION MARMORA, 1.5 M (4.9 FT) WEST FROM A TRAFFIC LIGHT, 5.O M
 AJ8716'WEST SOUTHWEST FROM A WOOD UTILITY POLE NUMBER 2477112, 2.0 M (6.6 FT)
 AJ8716'NORTHEAST FROM A STATE HIGHWAY DEPARTMENT MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1287 ***********************************************************************
 HU1287  DESIGNATION -  MARSH
 HU1287  PID         -  HU1287
 HU1287  STATE/COUNTY-  NJ/CAPE MAY
 HU1287  USGS QUAD   -  CAPE MAY (1972)
 HU1287
 HU1287                         *CURRENT SURVEY CONTROL
 HU1287  ___________________________________________________________________
 HU1287* NAD 83(1996)-  38 58 48.21350(N)    074 52 44.38517(W)     ADJUSTED  
 HU1287* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HU1287  ___________________________________________________________________
 HU1287  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 HU1287  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 HU1287
 HU1287  HORZ ORDER  -  THIRD
 HU1287
 HU1287.The horizontal coordinates were established by classical geodetic methods
 HU1287.and adjusted by the National Geodetic Survey in September 1999..
 HU1287
 HU1287.The orthometric height was scaled from a topographic map.
 HU1287
 HU1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1287
 HU1287.The geoid height was determined by GEOID03.
 HU1287
 HU1287;                    North         East     Units Scale Factor Converg.
 HU1287;SPC NJ       -    16,355.282   117,162.970   MT  0.99991327   -0 14 18.3
 HU1287;SPC NJ       -    53,658.95    384,392.18   sFT  0.99991327   -0 14 18.3
 HU1287;UTM  18      - 4,314,570.709   510,480.901   MT  0.99960135   +0 04 34.0
 HU1287
 HU1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1287!SPC NJ       -   1.00000546  x   0.99991327  =   0.99991873
 HU1287!UTM  18      -   1.00000546  x   0.99960135  =   0.99960681
 HU1287
 HU1287:                Primary Azimuth Mark                     Grid Az
 HU1287:SPC NJ       -  WEST OF WILDWOOD MIDDLE STACK            048 07 18.8
 HU1287:UTM  18      -  WEST OF WILDWOOD MIDDLE STACK            047 48 26.5
 HU1287
 HU1287|---------------------------------------------------------------------|
 HU1287| PID    Reference Object                     Distance      Geod. Az  |
 HU1287|                                                           dddmmss.s |
 HU1287| HU1267 WEST OF WILDWOOD MIDDLE STACK       APPROX. 3.0 KM 0475300.5 |
 HU1287| DC7511 MARSH RM 1                                         08215     |
 HU1287| HU1261 REAL ESTATE                         APPROX. 3.4 KM 1142520.0 |
 HU1287| DC7512 MARSH RM 2                                         15313     |
 HU1287| HU1278 CAPE MAY PRR DOCK WOODEN TANK       APPROX. 2.5 KM 1532532.5 |
 HU1287| HU1279 CAPE MAY WEST JETTY LIGHT           APPROX. 5.0 KM 1661704.9 |
 HU1287| HU1275 CAPE MAY HARBOR POLE SIGNAL         APPROX. 3.1 KM 1700539.4 |
 HU1287| HU1288 CAPE MAY NAVAL BASE LOT             APPROX. 4.2 KM 1773717.4 |
 HU1287| HU1297 CAPE MAY FLAT TOP WATER TANK        APPROX. 5.6 KM 2253652.3 |
 HU1287| HU1303 BARN EAST GABLE                     APPROX. 2.8 KM 2254550.7 |
 HU1287| HU1293 CAPE MAY LIGHTHOUSE                 APPROX. 8.8 KM 2333017.4 |
 HU1287|---------------------------------------------------------------------|
 HU1287
 HU1287                          SUPERSEDED SURVEY CONTROL
 HU1287
 HU1287  NAD 83(1991)-  38 58 48.19675(N)    074 52 44.39113(W) AD(       ) 3
 HU1287  NAD 83(1986)-  38 58 48.19095(N)    074 52 44.39346(W) AD(       ) 3
 HU1287  NAD 27      -  38 58 47.78900(N)    074 52 45.77500(W) AD(       ) 3
 HU1287
 HU1287.Superseded values are not recommended for survey control.
 HU1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1287.See file dsdata.txt to determine how the superseded data were derived.
 HU1287
 HU1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1048114571(NAD 83)
 HU1287_MARKER: DS = TRIANGULATION STATION DISK
 HU1287_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HU1287_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HU1287
 HU1287  HISTORY     - Date     Condition        Report By
 HU1287  HISTORY     - 1927     MONUMENTED       CGS
 HU1287  HISTORY     - 1936     GOOD             CGS
 HU1287  HISTORY     - 1937     GOOD             CGS
 HU1287
 HU1287                          STATION DESCRIPTION
 HU1287
 HU1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (RFS)
 HU1287'POLE SIGNAL ERECTED OVER REGULAR TRIANGULATION DISK.  AT
 HU1287'REFERENCE MARK 1, STANDPIPE AT WILDWOOD AND SHACK ON MARSH ARE ON
 HU1287'RANGE AND COAST GUARD RADIO SHACK ON BEACH SOUTH OF HANGAR AND
 HU1287'SHACK ON MARSH ARE ON RANGE.
 HU1287'
 HU1287'SURFACE MARK IS A STANDARD BRONZE DISK SET IN TILE AS DESCRIBED
 HU1287'IN NOTE 6A.
 HU1287'
 HU1287'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 HU1287'DESCRIBED IN NOTE 7A.
 HU1287'
 HU1287'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE IN THE
 HU1287'TOP OF A TILE AS DESCRIBED IN NOTE 13A.
 HU1287
 HU1287                          STATION RECOVERY (1936)
 HU1287
 HU1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (EHK)
 HU1287'DESCRIPTION ADEQUATE, FOUND AS DESCRIBED.
 HU1287'
 HU1287'THE FIRST RANGE MENTIONED IN THE ORIGINAL DESCRIPTION IS
 HU1287'CORRECT.  THE SECOND RANGE NO LONGER STANDS.  THE COAST GUARD
 HU1287'RADIO SHACK ON BEACH SOUTH OF HANGAR IS GONE.  SHACK ON THE
 HU1287'MARSH IS STILL THERE.
 HU1287
 HU1287                          STATION RECOVERY (1937)
 HU1287
 HU1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 HU1287'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4743 ***********************************************************************
 KV4743  DESIGNATION -  MARSH
 KV4743  PID         -  KV4743
 KV4743  STATE/COUNTY-  NJ/UNION
 KV4743  USGS QUAD   -  ELIZABETH (1995)
 KV4743
 KV4743                         *CURRENT SURVEY CONTROL
 KV4743  ___________________________________________________________________
 KV4743* NAD 83(1996)-  40 40 08.02874(N)    074 09 09.53938(W)     ADJUSTED  
 KV4743* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4743  ___________________________________________________________________
 KV4743  LAPLACE CORR-           5.77  (seconds)                    DEFLEC99
 KV4743  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KV4743
 KV4743  HORZ ORDER  -  THIRD
 KV4743
 KV4743.The horizontal coordinates were established by classical geodetic methods
 KV4743.and adjusted by the National Geodetic Survey in September 1999..
 KV4743
 KV4743.The orthometric height was scaled from a topographic map.
 KV4743
 KV4743.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4743
 KV4743.The geoid height was determined by GEOID03.
 KV4743
 KV4743;                    North         East     Units Scale Factor Converg.
 KV4743;SPC NJ       -   203,840.016   179,367.217   MT  0.99991061   +0 13 34.9
 KV4743;SPC NJ       -   668,765.12    588,473.94   sFT  0.99991061   +0 13 34.9
 KV4743;SPC NY L     -    55,781.701   287,092.732   MT  0.99999988   -0 05 59.4
 KV4743;SPC NY L     -   183,010.46    941,903.40   sFT  0.99999988   -0 05 59.4
 KV4743;UTM  18      - 4,502,347.673   571,619.269   MT  0.99966313   +0 33 08.0
 KV4743
 KV4743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4743!SPC NJ       -   1.00000495  x   0.99991061  =   0.99991556
 KV4743!SPC NY L     -   1.00000495  x   0.99999988  =   1.00000483
 KV4743!UTM  18      -   1.00000495  x   0.99966313  =   0.99966808
 KV4743
 KV4743:                Primary Azimuth Mark                     Grid Az
 KV4743:SPC NJ       -  BAYONNE LEOLASTIC WORKS CO TK            076 15 47.9
 KV4743:SPC NY L     -  BAYONNE LEOLASTIC WORKS CO TK            076 35 22.2
 KV4743:UTM  18      -  BAYONNE LEOLASTIC WORKS CO TK            075 56 14.8
 KV4743
 KV4743|---------------------------------------------------------------------|
 KV4743| PID    Reference Object                     Distance      Geod. Az  |
 KV4743|                                                           dddmmss.s |
 KV4743| KV4232 BAYONNE LEOLASTIC WORKS CO TK       APPROX. 2.8 KM 0762922.8 |
 KV4743| KV4233 BAYONNE FIRST REFORM CH SPIRE       APPROX. 3.3 KM 0810532.0 |
 KV4743| KV4235 BAYONNE CITY HALL SPIRE             APPROX. 3.2 KM 0990219.6 |
 KV4743| CB5996 HARBOR LINE RM 7                                   1032051.7 |
 KV4743| KV4353 TAINTOR MANUFACTURING CO CHIM       APPROX. 5.3 KM 1115249.7 |
 KV4743| KV4672 BAYONNE ST MARYS CATH CH SPIRE      APPROX. 2.5 KM 1170520.7 |
 KV4743| KV4720 NUCOA BUTTER CO STACK               APPROX. 2.1 KM 1502540.3 |
 KV4743| KV4710 BERGEN POINT TEXAS OIL CHIMNEY      APPROX. 2.4 KM 1630317.8 |
 KV4743| KV4812 SHOOTERS ISLAND CHIMNEY             APPROX. 3.0 KM 1925759.5 |
 KV4743| CB5735 BURLEE 3                                           1965657.7 |
 KV4743| KV4717 SINGER RESET                        APPROX. 2.1 KM 2182519.7 |
 KV4743| KV4744 MARSH 2                              19.965 METERS 25449     |
 KV4743| CB5302 MARSH RM 1                           19.309 METERS 35240     |
 KV4743|---------------------------------------------------------------------|
 KV4743
 KV4743                          SUPERSEDED SURVEY CONTROL
 KV4743
 KV4743  NAD 83(1996)-  40 40 08.02868(N)    074 09 09.53939(W) AD(       ) 3
 KV4743  NAD 83(1986)-  40 40 08.02689(N)    074 09 09.53943(W) AD(       ) 3
 KV4743  NAD 27      -  40 40 07.65700(N)    074 09 11.02200(W) AD(       ) 3
 KV4743
 KV4743.Superseded values are not recommended for survey control.
 KV4743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4743.See file dsdata.txt to determine how the superseded data were derived.
 KV4743
 KV4743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7161902348(NAD 83)
 KV4743_MARKER: DS = TRIANGULATION STATION DISK
 KV4743_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4743_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4743
 KV4743  HISTORY     - Date     Condition        Report By
 KV4743  HISTORY     - 1913     MONUMENTED       CGS
 KV4743  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4743  HISTORY     - 20010315 MARK NOT FOUND   PORANY
 KV4743
 KV4743                          STATION DESCRIPTION
 KV4743
 KV4743'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4743'ON THE W SHORE OF NEWARK BAY, ABOUT 2-3/4 MILES BELOW THE
 KV4743'LEHIGH VALLEY RAILROAD BRIDGE, AND 1-3/4 MILES N OF BERGEN POINT
 KV4743'LIGHT.  THE STATION IS ABOUT 4 METERS W OF THE HIGH-WATER LINE
 KV4743'AND 8 METERS BELOW A SMALL INDENTATION OR COVE.  A SHORT
 KV4743'DISTANCE ABOVE THIS, BETWEEN 2 SMALL CREEKS, ARE THE RUINS OF
 KV4743'TWO OLD DOCKS.
 KV4743'
 KV4743'THE STATION IS MARKED BY A STANDARD BRASS DISK SET IN THE TOP
 KV4743'OF A PIECE OF 4-INCH TILE PIPE FILLED WITH CONCRETE AND SUNK
 KV4743'NEARLY TO THE GROUND LEVEL.  UNDER THIS THE NECK OF A BURIED
 KV4743'BOTTLE, SURROUNDED BY CONCRETE, SERVES AS A SUBSURFACE MARK.
 KV4743'
 KV4743'TWO REFERENCE MARKS, EACH A COPPER NAIL IN THE TOP OF A
 KV4743'CYLINDER OF CONCRETE CONTAINED IN A PIECE OF 3-INCH TILE PIPE,
 KV4743'ARE PLACED RESPECTIVELY 63.35 FEET N 3 DEG E AND 66.50 FEET S
 KV4743'85 DEG W FROM THE STATION.  EACH REFERENCE MARK PROJECTS ABOUT
 KV4743'3 INCHES ABOVE THE GROUND.
 KV4743
 KV4743                          STATION RECOVERY (1931)
 KV4743
 KV4743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4743'STATION REPORTED LOST.
 KV4743
 KV4743                          STATION RECOVERY (2001)
 KV4743
 KV4743'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV4743'FORMER MARSHLANDS FILLED TO BUILD ELIZABETH PORT AUTHORITY MARINE
 KV4743'TERMINAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4744 ***********************************************************************
 KV4744  DESIGNATION -  MARSH 2
 KV4744  PID         -  KV4744
 KV4744  STATE/COUNTY-  NJ/UNION
 KV4744  USGS QUAD   -  ELIZABETH (1995)
 KV4744
 KV4744                         *CURRENT SURVEY CONTROL
 KV4744  ___________________________________________________________________
 KV4744* NAD 83(1996)-  40 40 07.85931(N)    074 09 10.35975(W)     ADJUSTED  
 KV4744* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4744  ___________________________________________________________________
 KV4744  LAPLACE CORR-           5.77  (seconds)                    DEFLEC99
 KV4744  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KV4744
 KV4744  HORZ ORDER  -  THIRD
 KV4744
 KV4744.The horizontal coordinates were established by classical geodetic methods
 KV4744.and adjusted by the National Geodetic Survey in September 1999..
 KV4744
 KV4744.The orthometric height was scaled from a topographic map.
 KV4744
 KV4744.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4744
 KV4744.The geoid height was determined by GEOID03.
 KV4744
 KV4744;                    North         East     Units Scale Factor Converg.
 KV4744;SPC NJ       -   203,834.714   179,347.971   MT  0.99991060   +0 13 34.4
 KV4744;SPC NJ       -   668,747.72    588,410.80   sFT  0.99991060   +0 13 34.4
 KV4744;SPC NY L     -    55,776.508   287,073.454   MT  0.99999988   -0 05 60.0
 KV4744;SPC NY L     -   182,993.43    941,840.16   sFT  0.99999988   -0 05 60.0
 KV4744;UTM  18      - 4,502,342.263   571,600.058   MT  0.99966310   +0 33 07.5
 KV4744
 KV4744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4744!SPC NJ       -   1.00000495  x   0.99991060  =   0.99991555
 KV4744!SPC NY L     -   1.00000495  x   0.99999988  =   1.00000483
 KV4744!UTM  18      -   1.00000495  x   0.99966310  =   0.99966805
 KV4744
 KV4744:                Primary Azimuth Mark                     Grid Az
 KV4744:SPC NJ       -  ELIZABETH EAST SPIRE                     236 33 08.0
 KV4744:SPC NY L     -  ELIZABETH EAST SPIRE                     236 52 42.4
 KV4744:UTM  18      -  ELIZABETH EAST SPIRE                     236 13 34.9
 KV4744
 KV4744|---------------------------------------------------------------------|
 KV4744| PID    Reference Object                     Distance      Geod. Az  |
 KV4744|                                                           dddmmss.s |
 KV4744| KV4714 ELIZABETH EAST SPIRE                APPROX. 3.4 KM 2364642.4 |
 KV4744| CB5303 MARSH 2 RM 1                         15.130 METERS 26250     |
 KV4744| CB5304 MARSH 2 RM 2                         16.770 METERS 35906     |
 KV4744|---------------------------------------------------------------------|
 KV4744
 KV4744                          SUPERSEDED SURVEY CONTROL
 KV4744
 KV4744  NAD 83(1996)-  40 40 07.85925(N)    074 09 10.35974(W) AD(       ) 3
 KV4744  NAD 83(1986)-  40 40 07.85744(N)    074 09 10.35984(W) AD(       ) 3
 KV4744  NAD 27      -  40 40 07.48800(N)    074 09 11.84200(W) AD(       ) 3
 KV4744
 KV4744.Superseded values are not recommended for survey control.
 KV4744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4744.See file dsdata.txt to determine how the superseded data were derived.
 KV4744
 KV4744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7160002342(NAD 83)
 KV4744_MARKER: DS = TRIANGULATION STATION DISK
 KV4744_SETTING: 0 = UNSPECIFIED SETTING
 KV4744
 KV4744  HISTORY     - Date     Condition        Report By
 KV4744  HISTORY     - 1931     MONUMENTED       CGS
 KV4744  HISTORY     - 1934     SEE DESCRIPTION  CGS
 KV4744  HISTORY     - 20010315 MARK NOT FOUND   PORANY
 KV4744
 KV4744                          STATION DESCRIPTION
 KV4744
 KV4744'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4744'THIS STATION IS ON THE W SHORE OF NEWARK BAY, APPROXIMATELY
 KV4744'1-1/2 MILES N OF THE CENTRAL RAILROAD OF NEW JERSEY RAILROAD
 KV4744'BRIDGE, ON THE TANGENT OF A ROUNDING POINT.  IT IS LOCATED 4 METERS
 KV4744'INSHORE OF HIGH-WATER LINE, AND IS COVERED AT STORM WATER
 KV4744'STAGES.  THE RECEDING SHORE WILL PROBABLY UNDERCUT AND REMOVE
 KV4744'THE MONUMENT WITHIN A FEW YEARS.  A NEW MARK WAS SET IN A
 KV4744'RECOVERED CONCRETE MONUMENT, THOUGHT TO BE MARSH-1913, FROM
 KV4744'WHICH THE ORIGINAL C. AND G.S. MARK HAD BEEN CHISELED OUT BY
 KV4744'VANDALS.  THE GEOGRAPHIC POSITION OF THE RE-MARKED STATION
 KV4744'PROVED THE MONUMENT TO HAVE BEEN ONE OF THE ORIGINAL
 KV4744'REFERENCE MARKS, WHICH, LACKING AN OBSERVED 1913 DIRECTION,
 KV4744'DOES NOT PERMIT THE DESIRED TIE-IN TO THE 1913 STATION MARSH.
 KV4744'ANGLES TO CHARTED LANDMARKS AND A SEXTANT WILL AID IN RECOVERY
 KV4744'OF THIS STATION.  STATION.
 KV4744'
 KV4744'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK STAMPED
 KV4744'MARSH 2-1931 SET IN A DOME-TOPPED CONCRETE MONUMENT (12-INCH TILE
 KV4744'PIPE FOUNDATION) PROJECTING 1 FOOT ABOVE THE MARSH SURFACE.
 KV4744'
 KV4744'TWO STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE SET IN THE
 KV4744'FLAT TOPS OF CONCRETE-FILLED 12-INCH TILES FLUSH WITH THE MARSH
 KV4744'SURFACE.  ONE STAMPED NO.1-1931 INSHORE TO THE SW AND IN RANGE
 KV4744'WITH THE TALLEST SINGLE (SLIM) SPIRE IN ELIZABETH.  THE OTHER
 KV4744'STAMPED NO.2-1931 INSHORE TO THE NW IN RANGE WITH THE NEAREST
 KV4744'TALL YELLOW CHIMNEY.
 KV4744'
 KV4744'THE DISTANCE BETWEEN REFERENCE MARKS IS 23.78 METERS.  NO
 KV4744'ADDITIONAL REFERENCE MEASUREMENTS WERE POSSIBLE.
 KV4744'
 KV4744'THE SPONGY MARSH GROUND NECESSITATES BOTH INSTRUMENT STAKES,
 KV4744'AND AN OBSERVERS PLATFORM.
 KV4744'
 KV4744'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 KV4744
 KV4744                          STATION RECOVERY (1934)
 KV4744
 KV4744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4744'STATION BASE RECOVERED AS DESCRIBED BUT NOT IN GOOD
 KV4744'CONDITION.  VANDALS HAVE REMOVED THE BRONZE DISKS BY CHIPPING
 KV4744'ABOUT THREE INCHES OFF THE TIP OF THE CONCRETE BASE.  THE SIGNAL
 KV4744'PLACED ON THIS STATION WAS PLUMBED TO THE CENTER OF THE CONCRETE
 KV4744'BASE BUT NO NEW DISK WAS SET.
 KV4744
 KV4744                          STATION RECOVERY (2001)
 KV4744
 KV4744'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV4744'FORMER MARSHLANDS FILLED TO BUILD ELIZABETH PORT AUTHORITY MARINE
 KV4744'TERMINAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4893 ***********************************************************************
 KV4893  DESIGNATION -  MARSHALL
 KV4893  PID         -  KV4893
 KV4893  STATE/COUNTY-  NJ/MIDDLESEX
 KV4893  USGS QUAD   -  PLAINFIELD (1995)
 KV4893
 KV4893                         *CURRENT SURVEY CONTROL
 KV4893  ___________________________________________________________________
 KV4893* NAD 83(1996)-  40 31 42.06567(N)    074 29 06.36237(W)     ADJUSTED  
 KV4893* NAVD 88     -        24.33   (meters)      79.8    (feet)  LEVELING  
 KV4893  ___________________________________________________________________
 KV4893  X           -   1,298,600.877 (meters)                     COMP
 KV4893  Y           -  -4,677,879.428 (meters)                     COMP
 KV4893  Z           -   4,122,747.700 (meters)                     COMP
 KV4893  LAPLACE CORR-           5.34  (seconds)                    DEFLEC99
 KV4893  ELLIP HEIGHT-          -8.71  (meters)          (10/23/02) GPS OBS
 KV4893  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV4893
 KV4893  HORZ ORDER  -  FIRST
 KV4893  VERT ORDER  -  THIRD ?
 KV4893  ELLP ORDER  -  FOURTH    CLASS I
 KV4893
 KV4893.The horizontal coordinates were established by GPS observations
 KV4893.and adjusted by the National Geodetic Survey in May 1999..
 KV4893
 KV4893.The orthometric height was determined by differential leveling.
 KV4893.The vertical network tie was performed by a horz. field party for horz.
 KV4893.obs reductions. Reset procedures were used to establish the elevation.
 KV4893
 KV4893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4893
 KV4893.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4893
 KV4893.The ellipsoidal height was determined by GPS observations
 KV4893.and is referenced to NAD 83.
 KV4893
 KV4893.The geoid height was determined by GEOID03.
 KV4893
 KV4893;                    North         East     Units Scale Factor Converg.
 KV4893;SPC NJ       -   188,176.656   151,262.326   MT  0.99990002   +0 00 34.9
 KV4893;SPC NJ       -   617,376.25    496,266.48   sFT  0.99990002   +0 00 34.9
 KV4893;UTM  18      - 4,486,529.101   543,611.127   MT  0.99962341   +0 20 04.6
 KV4893
 KV4893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4893!SPC NJ       -   1.00000137  x   0.99990002  =   0.99990139
 KV4893!UTM  18      -   1.00000137  x   0.99962341  =   0.99962478
 KV4893
 KV4893|---------------------------------------------------------------------|
 KV4893| PID    Reference Object                     Distance      Geod. Az  |
 KV4893|                                                           dddmmss.s |
 KV4893| CB5308 MARSHALL RM 1                        40.990 METERS 01312     |
 KV4893| CB5307 MARSHALL AZ MK                                     0525621.1 |
 KV4893| KV4892 NEW BRUNSWICK TRANS ATL RED BN      APPROX. 1.8 KM 2061052.8 |
 KV4893| CB5309 MARSHALL RM 2                        74.323 METERS 26805     |
 KV4893| KV5804 AIRWAY BEACON 70                    APPROX. 8.7 KM 3112234.8 |
 KV4893|---------------------------------------------------------------------|
 KV4893
 KV4893                          SUPERSEDED SURVEY CONTROL
 KV4893
 KV4893  NAD 83(1996)-  40 31 42.06595(N)    074 29 06.36418(W) AD(       ) 1
 KV4893  NAD 83(1986)-  40 31 42.06609(N)    074 29 06.36428(W) AD(       ) 1
 KV4893  NAD 83(1986)-  40 31 42.06609(N)    074 29 06.36428(W) AD(       ) 1
 KV4893  NAD 27      -  40 31 41.69300(N)    074 29 07.81100(W) AD(       ) 1
 KV4893  NGVD 29 (09/27/88)   24.64   (m)           80.8    (f) LEVELING    3  
 KV4893
 KV4893.Superseded values are not recommended for survey control.
 KV4893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4893.See file dsdata.txt to determine how the superseded data were derived.
 KV4893
 KV4893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4361186529(NAD 83)
 KV4893_MARKER: DS = TRIANGULATION STATION DISK
 KV4893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4893_SP_SET: CONCRETE POST
 KV4893_STAMPING: MARSHALL 1933
 KV4893_MARK LOGO: CGS   
 KV4893_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV4893+STABILITY: SURFACE MOTION
 KV4893_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4893+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 KV4893
 KV4893  HISTORY     - Date     Condition        Report By
 KV4893  HISTORY     - 1933     MONUMENTED       CGS
 KV4893  HISTORY     - 1933     GOOD             CGS
 KV4893  HISTORY     - 1977     GOOD             NGS
 KV4893  HISTORY     - 1985     GOOD             GEOHYD
 KV4893  HISTORY     - 19901114 GOOD             NJGS
 KV4893  HISTORY     - 20020918 GOOD             INDIV
 KV4893
 KV4893                          STATION DESCRIPTION
 KV4893
 KV4893'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 KV4893'THIS STATION IS ON THE NE BANK OF THE RARITAN RIVER, ABOUT 0.5 MILE
 KV4893'BACK FROM THE RIVER, ABOUT 3 MILES NW OF NEW BRUNSWICK AND ABOUT 3.5
 KV4893'MILES SE OF BOUND BROOK.  OWNER COULD NOT BE DEFINITELY
 KV4893'DETERMINED, BUT IS THOUGHT TO BE THE N.T. HEDGEMAN COMPANY OF
 KV4893'133RD STREET, NEW YORK.  THE STATION IS IN AN OPEN GRASSY FIELD,
 KV4893'ABOUT 0.3 MILE E OF THE HOLMES MARSHALL SCHOOL, AND ON TOP OF
 KV4893'THE HIGHEST HILL IN THE IMMEDIATE VICINITY.  IT IS 141 FEET S
 KV4893'(DIRECTLY OPPOSITE) POWER LINE POLE NO. 60748, WHICH IS MARKED
 KV4893'WITH A WHITE X.  123 FEET S OF THE ROAD LEADING E FROM THE SCHOOL
 KV4893'PAST THE STATION.  140 FEET NE OF A LONE CEDAR TREE (THE ONLY
 KV4893'TREE ON THE HILL).  AND 10 FEET SSW OF A POLE, USED AS A GUY
 KV4893'BRACE FOR POLE NO. 60748.  THE MARK PROJECTS 8 INCHES.
 KV4893'
 KV4893'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KV4893'DISKS SET IN CONCRETE.
 KV4893'
 KV4893'REFERENCE MARK NO.1 IS NNE OF THE STATION.  20 FEET S OF THE
 KV4893'ROAD.  AND 80 FEET E OF THE POWER LINE POLE NO. 60748.  IT
 KV4893'PROJECTS 6 INCHES.  REFERENCE MARK NO.2 IS WSW OF THE STATION,
 KV4893'DIRECTLY OPPOSITE POLE NO. 60746 AND 16 FEET S OF THE ROAD.  IT
 KV4893'PROJECTS 8 INCHES.
 KV4893'
 KV4893'THE AZIMUTH MARK IS ENE OF THE STATION IN A LITTLE PARK.  THE
 KV4893'ROAD SEPARATES TO PASS AROUND THE PARK AND THERE IS A SMALL
 KV4893'WOODEN STAND IN THE CENTER OF THE PARK.  THE MARK IS BESIDE
 KV4893'POWER LINE POLE NO. 60755.  50 FEET SW OF THE WOODEN STAND.  35
 KV4893'FEET NE OF THE FORKS.  35 FEET N OF THE RIGHT (MAIN TRAVELLED)
 KV4893'FORK.  AND 25 FEET E OF THE LEFT FORK.  THE MARK PROJECTS 10
 KV4893'INCHES.
 KV4893'
 KV4893'TO REACH STATION FROM THE POST OFFICE IN NEW BRUNSWICK, GO
 KV4893'W ON ALBANY STREET 0.1 MILE, TURN HALF RIGHT ON EASTON AVENUE,
 KV4893'AND GO 1.2 MILES TO LANDING LANE.  TURN RIGHT ON LANDING LANE
 KV4893'AND GO 0.55 MILE (CROSSING RIVER) TO RIVER ROAD.  TURN LEFT (W) ON
 KV4893'RIVER ROAD 1.85 MILES TO THE HOLMES MARSHALL SCHOOL.  HERE TURN
 KV4893'RIGHT (E) UP THE HILL 0.3 MILE TO THE STATION.  TO REACH FROM
 KV4893'BOUND BROOK, GO E ON MAIN STREET 0.3 MILE FROM THE N END OF THE
 KV4893'RIVER BRIDGE TO RIVER ROAD.  THENCE 3.1 MILES S TO THE SCHOOL.
 KV4893
 KV4893                          STATION RECOVERY (1933)
 KV4893
 KV4893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 KV4893'RECOVERED IN GOOD CONDITION.
 KV4893
 KV4893                          STATION RECOVERY (1977)
 KV4893
 KV4893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KV4893'THE STATION MARK WAS FOUND IN GOOD CONDITION.  REFERENCE MARKS
 KV4893'ONE AND TWO WERE BELIEVED DESTROYED BY CONSTRUCTION DURING THE
 KV4893'TIME WHEN THE ENTIRE AREA WAS BUILT UP INTO A HOUSING
 KV4893'PROJECT.  THE PARK IN WHICH THE AZIMUTH MARK WAS LOCATED IS NOW
 KV4893'GONE AND A NEW ROAD BUILT STRAIGHT THROUGH THE PARK.  IT IS
 KV4893'BELIEVED THE AZIMUTH MARK WAS DESTROYED AT THE SAME TIME AS
 KV4893'THE REFERENCE MARKS.  IT APPEARS THAT THE STATION MARK WAS
 KV4893'PRESERVED FOR A PROPERTY CORNER AND A ROAD RIGHT-OF-WAY
 KV4893'MARKER WHEN THE HOUSING PROJECT WAS SURVEYED.
 KV4893'
 KV4893'A COMPLETE NEW DESCRIPTION FOLLOWS.
 KV4893'
 KV4893'THE STATION IS LOCATED ABOUT 12 MILES EAST-SOUTHEAST OF
 KV4893'SOMERSVILLE, 5 MILES NORTHWEST OF NEW BRUNSWICK, 1 MILE SOUTHEAST
 KV4893'OF PISCATAWAY AND ON THE ROAD RIGHT-OF-WAY.
 KV4893'
 KV4893'TO REACH FROM INTERSECTION OF INTERSTATE HIGHWAY 287 AND STATE
 KV4893'HIGHWAY 18, WHICH IS EXIT NUMBER 5 AT PISCATAWAY, GO SOUTHEAST
 KV4893'ON STATE HIGHWAY 18 FOR 1.45 MILES TO A SIDE ROAD LEFT.  TURN
 KV4893'LEFT AND GO EAST ON PARK AVENUE FOR 0.3 MILE TO A CROSS STREET
 KV4893'AND THE STATION 125 FEET SOUTH OF THE CROSS STREET AND ON THE
 KV4893'WEST SIDE OF FOSTER STREET.
 KV4893'
 KV4893'THE STATION MARK IS A STANDARD DISK STAMPED MARSHALL 1933, SET
 KV4893'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 KV4893'8-INCHES.  IT IS 125.5 FEET SOUTH OF THE CENTER OF PARK AVENUE, 60
 KV4893'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A ONE-STORY FRAME HOME
 KV4893'WHICH IS 179 PARK AVENUE, 46.5 FEET NORTH OF THE NORTHEAST
 KV4893'CORNER OF A ONE-STORY WHITE FRAME HOUSE WHICH IS 5288 FOSTER
 KV4893'STREET, 25 FEET WEST OF THE CENTER OF FOSTER STREET, AND 8.7 FEET
 KV4893'SOUTH-SOUTHWEST OF A POWERLINE POLE NUMBERED 62745 PC.
 KV4893'
 KV4893'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MARSHALL 1933
 KV4893'NO 3 1977 CEMENTED IN A DRILL HOLE IN A CURB ALONG THE EAST SIDE
 KV4893'OF FOSTER STREET.  IT IS 51.5 FEET SOUTH OF THE CENTER OF
 KV4893'PARK AVENUE, 43.6 FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE
 KV4893'AT 201 PARK AVENUE, 36 FEET WEST OF THE NORTHWEST CORNER OF
 KV4893'THE HOUSE AT 201 PARK AVENUE, AND 15.4 FEET EAST OF THE CENTER
 KV4893'OF FOSTER STREET.  (NOTE--DESCRIBED)
 KV4893'
 KV4893'REFERENCE MARK 4 IS A STANDARD DISK STAMPED MARSHALL 1933
 KV4893'NO 4 1977 CEMENTED IN A DRILL HOLE IN THE CURB ALONG THE EAST
 KV4893'SIDE OF FOSTER STREET.  IT IS 96.7 FEET NORTH OF THE CENTER OF
 KV4893'FISHER AVENUE, 86.9 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 KV4893'OF THE HOUSE AT 201 PARK AVENUE, 53.7 FEET SOUTHEAST OF THE
 KV4893'POWERLINE POLE NUMBERED 62745 PC, 45.6 FEET NORTHWEST OF THE
 KV4893'NORTHWEST CORNER OF A HOUSE AT 200 FISHER AVENUE, AND 15.4 FEET
 KV4893'EAST OF THE CENTER OF FOSTER STREET.  (NOTE--DESCRIBED)
 KV4893'
 KV4893'THERE IS NO SUITABLE LOCATION TO SET AN AZIMUTH MARK.  THE
 KV4893'FEDERAL COMMUNICATIONS RADIO MAST WAJ80 MAY SERVE AS AN AZIMUTH
 KV4893'MARK FOR THIS STATION, SEE DESCRIPTION THEREOF.
 KV4893'
 KV4893'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV4893'1 MILE SOUTHEAST OF PISCATAWAY.
 KV4893
 KV4893                          STATION RECOVERY (1985)
 KV4893
 KV4893'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1985 (AXH)
 KV4893'THE STATION WAS RECOVERED AT THIS DATE.
 KV4893'THE STATION WAS USED AS A GPS STATION.  NO MEASUREMENTS WERE MADE
 KV4893'TO PERIPHERAL MARKS.
 KV4893'
 KV4893'BESCRIBED BY--LOUIS MARCHUK,NJ DOT GEODETIC SURVEY, FROM INFORMATION
 KV4893'SUBMITTED BY GEO/HYDRO.
 KV4893
 KV4893                          STATION RECOVERY (1990)
 KV4893
 KV4893'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV4893'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP.  TO REACH THE STATION
 KV4893'FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROUTE 18, GO 5.12
 KV4893'KM (3.20 MI) NORTH ON ROUTE 18 TO A TRAFFIC SIGNAL AT THE JUNCTION
 KV4893'WITH RIVER ROAD, TURN LEFT AND GO 3.36 KM (2.10 MI) TO PARK AVENUE ON
 KV4893'THE RIGHT, TURN RIGHT AND GO 0.48 KM (0.30 MI) TO THE JUNCTION WITH
 KV4893'FOSTER STREET, TURN RIGHT AND GO 40.0 M (131.2 FT) TO THE STATION ON
 KV4893'THE RIGHT.  THE STATION IS 40.0 M (131.2 FT) SOUTHEAST OF THE
 KV4893'CENTERLINE OF PARK AVENUE, 3.1 M (10.2 FT) SOUTHWEST OF THE
 KV4893'GUTTERLINE OF FOSTER STREET, 2.8 M (9.2 FT) NORTHEAST OF POLE NUMBER
 KV4893'PC 62745, 0.3 M (1.0 FT) NORTHEAST OF A CHAINLINK FENCE DIVIDING
 KV4893'HOUSES 179 AND 5288, 25.9 M (85.0 FT) SOUTH OF REFERENCE MARK 3 SET
 KV4893'IN THE EAST CURB OF FOSTER STREET, 15.3 M (50.2 FT) WEST OF REFERENCE
 KV4893'MARK 4 SET IN THE EAST CURB OF FOSTER STREET.  THE STATION IS ON TOP
 KV4893'OF A 2 M (6.6 FT) HIGH BERM.
 KV4893
 KV4893                          STATION RECOVERY (2002)
 KV4893
 KV4893'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (IBB)
 KV4893'AZIMUTH MARK FOUND, BUT DUE TO ROAD MAINTENANCE WORK BEING PERFORMED
 KV4893'AT THE TIME, NO ATTEMPT WAS MADE TO RECOVER REFERENCE MARKS.  STATION
 KV4893'WAS USED AS A GPS POINT.  BE ADVISED THAT DUE TO TREE COVER IN THE
 KV4893'AREA FROM SURROUNDING RESIDENCES, GPS RECEPTION CAN BE POOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2855 ***********************************************************************
 JU2855  DESIGNATION -  MARSHALL RESET
 JU2855  PID         -  JU2855
 JU2855  STATE/COUNTY-  NJ/ATLANTIC
 JU2855  USGS QUAD   -  OCEAN CITY (1994)
 JU2855
 JU2855                         *CURRENT SURVEY CONTROL
 JU2855  ___________________________________________________________________
 JU2855* NAD 83(1996)-  39 20 08.04891(N)    074 34 34.03177(W)     ADJUSTED  
 JU2855* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 JU2855  ___________________________________________________________________
 JU2855  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 JU2855  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 JU2855
 JU2855  HORZ ORDER  -  THIRD
 JU2855
 JU2855.The horizontal coordinates were established by classical geodetic methods
 JU2855.and adjusted by the National Geodetic Survey in September 1999..
 JU2855
 JU2855.The orthometric height was scaled from a topographic map.
 JU2855
 JU2855.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2855
 JU2855.The geoid height was determined by GEOID03.
 JU2855
 JU2855;                    North         East     Units Scale Factor Converg.
 JU2855;SPC NJ       -    55,753.948   143,437.920   MT  0.99990053   -0 02 53.7
 JU2855;SPC NJ       -   182,919.41    470,595.91   sFT  0.99990053   -0 02 53.7
 JU2855;UTM  18      - 4,354,101.780   536,530.579   MT  0.99961643   +0 16 07.3
 JU2855
 JU2855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2855!SPC NJ       -   1.00000451  x   0.99990053  =   0.99990504
 JU2855!UTM  18      -   1.00000451  x   0.99961643  =   0.99962094
 JU2855
 JU2855:                Primary Azimuth Mark                     Grid Az
 JU2855:SPC NJ       -  LONGPORT                                 106 56 09.6
 JU2855:UTM  18      -  LONGPORT                                 106 37 08.6
 JU2855
 JU2855|---------------------------------------------------------------------|
 JU2855| PID    Reference Object                     Distance      Geod. Az  |
 JU2855|                                                           dddmmss.s |
 JU2855| JU2843 LONGPORT                            APPROX. 4.9 KM 1065315.9 |
 JU2855| JU2845 GREAT EGG COAST GUARD FLAGPOLE      APPROX. 4.9 KM 1224035.7 |
 JU2855| CB2244 MARSHALL RM 1                        31.126 METERS 26046     |
 JU2855| CB2246 MARSHALL RM 3                        69.708 METERS 28918     |
 JU2855| CB2245 MARSHALL RM 2                        27.100 METERS 32647     |
 JU2855|---------------------------------------------------------------------|
 JU2855
 JU2855                          SUPERSEDED SURVEY CONTROL
 JU2855
 JU2855  NAD 83(1986)-  39 20 08.03637(N)    074 34 34.02868(W) AD(       ) 3
 JU2855  NAD 27      -  39 20 07.62000(N)    074 34 35.47000(W) AD(       ) 3
 JU2855
 JU2855.Superseded values are not recommended for survey control.
 JU2855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2855.See file dsdata.txt to determine how the superseded data were derived.
 JU2855
 JU2855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3653154102(NAD 83)
 JU2855_MARKER: DS = TRIANGULATION STATION DISK
 JU2855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2855
 JU2855  HISTORY     - Date     Condition        Report By
 JU2855  HISTORY     - 1935     MONUMENTED       CGS
 JU2855  HISTORY     - 1950     GOOD             CGS
 JU2855  HISTORY     - 1973     GOOD             LOCSUR
 JU2855  HISTORY     - 1975     SEE DESCRIPTION  NGS
 JU2855
 JU2855                          STATION DESCRIPTION
 JU2855
 JU2855'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2855'STATION IS LOCATED ON HIGH GROUND ON PROPERTY OWNED BY JAMES
 JU2855'MARSHALL IN LINWOOD, N.J.  FROM TRAFFIC LIGHT AT JUNCTION OF
 JU2855'MAIN STREET AND PLEASANTVILLE BOULEVARD IN PLEASANTVILLE,
 JU2855'N.J., PROCEED SW ON SHORE ROAD 5.1 MILES TO SEAVIEW AVENUE IN
 JU2855'LINWOOD, N.J.  TURN LEFT ON SEAVIEW AVENUE 0.1 MILE.  TURN LEFT
 JU2855'AGAIN ON ROAD LEADING IN TO HOME OF JAMES MARSHALL FOR 290
 JU2855'FEET.  STATION IS 91 FEET TO THE SE OF THIS ROAD.  BOTH
 JU2855'REFERENCE MARKS ARE AT THE EDGE OF THIS ROAD.  A 40-FOOT TOWER
 JU2855'WAS NECESSARY TO SEE OUT OVER TREES.  NO STATIONS CAN BE SEEN
 JU2855'FROM THE GROUND.
 JU2855'
 JU2855'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2855'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.  ALL MARKS ARE IN
 JU2855'ACCORDANCE WITH THE ABOVE NOTES.  DISKS STAMPED MARSHALL,
 JU2855'1935.  REFERENCE MARKS STAMPED 1 AND 2 RESPECTIVELY.
 JU2855'
 JU2855'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS.
 JU2855
 JU2855                          STATION RECOVERY (1950)
 JU2855
 JU2855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2855'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 JU2855'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED
 JU2855'WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED
 JU2855'DESCRIPTION IS ADEQUATE AND CORRECT, WITH THE FOLLOWING
 JU2855'EXCEPTIONS--
 JU2855'
 JU2855'THE PROPERTY AND HOUSE ARE NOW OWNED BY F.L. CARRANO.  REFERENCE
 JU2855'MARK 1 IS 37.5 FEET S OF A LONE TELEPHONE POLE AND 16.5 FEET E
 JU2855'OF THE CENTER LINE OF THE ROAD.  REFERENCE MARK 2 IS 60.2 FEET
 JU2855'SE OF THE NE CORNER OF THE HOUSE, 54.3 FEET E OF THE SE CORNER
 JU2855'OF THE HOUSE, AND 16.0 FEET E OF THE CENTER LINE OF THE ROAD.
 JU2855
 JU2855                          STATION RECOVERY (1973)
 JU2855
 JU2855'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973 (CMC)
 JU2855'STATION RECOVERED BY THE BUREAU OF GEOLOGY AND TOPOGRAPHY.
 JU2855'
 JU2855'MARSHALL - 1935 GOOD - TREES AND BRUSH HAVE OVERGROWN STATION
 JU2855'
 JU2855'R.M. 2 - MARSHALL - 1935 GOOD
 JU2855'
 JU2855'R.M. 1 MARSHALL - 1935 NOT FOUND - DEBRIS AND GARBAGE HAVE BEEN
 JU2855'DUMPED OVER STATION.  COULD NOT MEASURE BETWEEN STATION OR R.M. 2 TO
 JU2855'R.M.1 BECAUSE OF BRUSH AND TREES.  DID NOT HAVE PERMISSION TO
 JU2855'CUT BRUSH AND TREES.
 JU2855
 JU2855                          STATION RECOVERY (1975)
 JU2855
 JU2855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JU2855'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AND
 JU2855'FOUND IN GOOD CONDITION.  THE WOODED AREA, WHERE THE MARKS ARE
 JU2855'LOCATED, IS TO BE BUILT INTO A BASEBALL PARK AND REFERENCE MARK
 JU2855'2 WILL BE DESTROYED.  THE STATION MARK AND REFERENCE MARK 1 WILL
 JU2855'NOT BE DISTURBED, HOWEVER THE PROPERTY OWNER REQUESTED THAT THE
 JU2855'STATION MARK BE LOWERED SO IT WILL NOT EFFECT THE FIELD AFTER
 JU2855'THE CONSTRUCTION IS COMPLETED.  A NEW REFERENCE MARK 3 WAS
 JU2855'ESTABLISHED AT THIS DATE AND THE STATION MARK WAS LOWERED IN
 JU2855'POSITION.  THE DISTANCES AND DIRECTION TO BOTH OLD REFERENCE
 JU2855'MARKS WERE WITHIN CLOSE AGREEMENT WITH THE PREVIOUS
 JU2855'OBSERVATIONS.  THERE WAS NEVER AN AZIMUTH MARK SET FOR THIS
 JU2855'STATION AND THERE IS NO SUITABLE PLACE TO SET ONE AT THIS
 JU2855'DATE.
 JU2855'
 JU2855'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU2855'
 JU2855'THE STATION IS LOCATED 8 MILES WEST-SOUTHWEST OF ATLANTIC CITY,
 JU2855'4 MILES SOUTH-SOUTHWEST OF PLEASANTVILLE AND IN THE SOUTH PART
 JU2855'OF LINWOOD.  IT IS 100 YARDS NORTHEAST OF THE INTERSECTION OF
 JU2855'SHORE ROAD AND SEAVIEW AVENUE AND ON PROPERTY OWNED BY THE
 JU2855'LINWOOD COMMUNITY CHURCH.
 JU2855'
 JU2855'THE LOCATION OF THIS STATION IS AN ADEQUATE TO REACH.
 JU2855'
 JU2855'THE STATION MARK IS A STANDARD DISK STAMPED MARSHALL 1935 1975,
 JU2855'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS
 JU2855'12-INCHES BELOW THE SURFACE.  IT IS 300 FEET NORTHEAST OF THE
 JU2855'LINWOOD COMMUNITY CHURCH, 89 FEET EAST OF A POWERLINE POLE
 JU2855'NUMBERED 11606 AND 1.8 FEET NORTHEAST OF A WITNESS
 JU2855'POST.  (NOTE 1B 7A)
 JU2855'
 JU2855'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MARSHALL NO 1 1935,
 JU2855'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 JU2855'PROJECTS 1-INCH.  IT IS 37.3 FEET SOUTHEAST OF THE POWERLINE
 JU2855'POLE, 22.7 FEET NORTHEAST OF THE NORTHWEST CORNER OF A 6-FOOT
 JU2855'HIGH WOODEN FENCE AND 1.5 FEET NORTHWEST OF A WITNESS
 JU2855'POST.  (NOTE 11A)
 JU2855'
 JU2855'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MARSHALL 1935 NO 3
 JU2855'1975, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH
 JU2855'PROJECTS 1-INCH.  IT IS 277.5 FEET NORTHEAST OF THE NORTHEAST
 JU2855'CORNER OF THE CHURCH, 1.3 FEET SOUTH OF A WITNESS POST AND 1
 JU2855'FOOT EAST OF THE NORTHEAST CORNER OF A PARKING LOT FOR THE
 JU2855'CHURCH.  (NOTE 11B)
 JU2855'
 JU2855'UNABLE TO MEASURE BETWEEN RMS.
 JU2855'
 JU2855'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2855'IN SOUTH PART OF LINWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5431 ***********************************************************************
 KV5431  DESIGNATION -  MARTINS LANDING NJ GAS HOLDER
 KV5431  PID         -  KV5431
 KV5431  STATE/COUNTY-  NJ/MIDDLESEX
 KV5431  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5431
 KV5431                         *CURRENT SURVEY CONTROL
 KV5431  ___________________________________________________________________
 KV5431* NAD 83(1996)-  40 29 56.37442(N)    074 26 30.39696(W)     ADJUSTED  
 KV5431* NAVD 88     -                                                        
 KV5431  ___________________________________________________________________
 KV5431  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 KV5431  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV5431
 KV5431  HORZ ORDER  -  THIRD
 KV5431
 KV5431.The horizontal coordinates were established by classical geodetic methods
 KV5431.and adjusted by the National Geodetic Survey in September 1999..
 KV5431
 KV5431
 KV5431.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5431
 KV5431.The geoid height was determined by GEOID03.
 KV5431
 KV5431;                    North         East     Units Scale Factor Converg.
 KV5431;SPC NJ       -   184,918.383   154,935.020   MT  0.99990030   +0 02 16.1
 KV5431;SPC NJ       -   606,686.39    508,315.98   sFT  0.99990030   +0 02 16.1
 KV5431;SPC NY L     -    36,997.640   262,550.648   MT  1.00001357   -0 17 20.3
 KV5431;SPC NY L     -   121,383.09    861,384.92   sFT  1.00001357   -0 17 20.3
 KV5431;UTM  18      - 4,483,292.591   547,301.219   MT  0.99962754   +0 21 45.1
 KV5431
 KV5431                          SUPERSEDED SURVEY CONTROL
 KV5431
 KV5431  NAD 83(1996)-  40 29 56.37425(N)    074 26 30.39830(W) AD(       ) 4
 KV5431  NAD 83(1986)-  40 29 56.37646(N)    074 26 30.40024(W) AD(       ) 4
 KV5431  NAD 27      -  40 29 55.99900(N)    074 26 31.84900(W) AD(       ) 3
 KV5431
 KV5431.Superseded values are not recommended for survey control.
 KV5431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5431.See file dsdata.txt to determine how the superseded data were derived.
 KV5431
 KV5431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4730183293(NAD 83)
 KV5431_MARKER: 51 = TANK
 KV5431
 KV5431  HISTORY     - Date     Condition        Report By
 KV5431  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5431
 KV5431                          STATION DESCRIPTION
 KV5431
 KV5431'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5431'THE LONE GAS HOLDER--ON THE N SHORE OF THE RARITAN RIVER AT
 KV5431'MARTINS LANDING--THE PROPERTY OF THE PUBLIC SERVICE
 KV5431'COMPANY.  THE PLANT IN WHICH IT STANDS IS KNOWN AS THE CENTRAL
 KV5431'GAS WORKS.  IT IS A CYLINDRICAL, FLAT-TOP, GAS-STORAGE TANK (103
 KV5431'METERS CIRCUMFERENCE) OF THE EXPANDING TYPE AND IS PAINTED BROWN.
 KV5431'
 KV5431'THE STATION IS THE TANKS TOP-CENTER.
 KV5431'
 KV5431'THE TANK IS SUFFICIENTLY LARGE AND ISOLATED TO PERMIT OF READY
 KV5431'AIR-PHOTO IDENTIFICATION.  AIR-PHOTO CONTROL MEASUREMENTS ARE
 KV5431'SHOWN ON THE ACCOMPANYING SKETCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4913 ***********************************************************************
 KV4913  DESIGNATION -  MASON 1940
 KV4913  PID         -  KV4913
 KV4913  STATE/COUNTY-  NJ/MONMOUTH
 KV4913  USGS QUAD   -  SANDY HOOK (1981)
 KV4913
 KV4913                         *CURRENT SURVEY CONTROL
 KV4913  ___________________________________________________________________
 KV4913* NAD 83(1996)-  40 27 41.15136(N)    074 00 02.37653(W)     ADJUSTED  
 KV4913* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KV4913  ___________________________________________________________________
 KV4913  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 KV4913  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV4913
 KV4913  HORZ ORDER  -  SECOND
 KV4913
 KV4913.The horizontal coordinates were established by classical geodetic methods
 KV4913.and adjusted by the National Geodetic Survey in September 1999..
 KV4913
 KV4913.The orthometric height was scaled from a topographic map.
 KV4913
 KV4913.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4913
 KV4913.The geoid height was determined by GEOID03.
 KV4913
 KV4913;                    North         East     Units Scale Factor Converg.
 KV4913;SPC NJ       -   180,865.899   192,348.005   MT  0.99992207   +0 19 26.6
 KV4913;SPC NJ       -   593,390.87    631,061.75   sFT  0.99992207   +0 19 26.6
 KV4913;UTM  18      - 4,479,453.108   584,727.083   MT  0.99968836   +0 38 54.8
 KV4913
 KV4913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4913!SPC NJ       -   1.00000451  x   0.99992207  =   0.99992658
 KV4913!UTM  18      -   1.00000451  x   0.99968836  =   0.99969287
 KV4913
 KV4913|---------------------------------------------------------------------|
 KV4913| PID    Reference Object                     Distance      Geod. Az  |
 KV4913|                                                           dddmmss.s |
 KV4913| KV4934 BC GRANGER 1940                     326.485 METERS 00030     |
 KV4913| KV4917 MORTAR BATTERY USCA 1940              8.959 METERS 02947     |
 KV4913| KU2790 TOWER E MARK                        330.537 METERS 12533     |
 KV4913| KU2823 SANDY HOOK PUMPHSE BLDG 82 STK      APPROX. 1.2 KM 1692409.6 |
 KV4913| KV4936 G 2 TOWER FINIAL                     71.214 METERS 27903     |
 KV4913| KV5007 G 2 DPF                              70.247 METERS 27930     |
 KV4913| KV4984 SANDY HOOK LIGHTHOUSE FINIAL        120.556 METERS 28521     |
 KV4913| KV0708 SIMPSON                             APPROX. 1.0 KM 3184738.0 |
 KV4913| KV4935 CAMERA 2 USCA 1940                   48.082 METERS 33906     |
 KV4913| KV4932 C 1 TOWER CENTER 1940               APPROX. 0.5 KM 3451155.0 |
 KV4913| KV4955 PUSEY 1940                          APPROX. 0.6 KM 3511546.0 |
 KV4913|---------------------------------------------------------------------|
 KV4913
 KV4913                          SUPERSEDED SURVEY CONTROL
 KV4913
 KV4913  NAD 83(1996)-  40 27 41.15132(N)    074 00 02.37643(W) AD(       ) 2
 KV4913  NAD 83(1986)-  40 27 41.15019(N)    074 00 02.37554(W) AD(       ) 2
 KV4913  NAD 27      -  40 27 40.76200(N)    074 00 03.87600(W) AD(       ) 2
 KV4913
 KV4913.Superseded values are not recommended for survey control.
 KV4913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4913.See file dsdata.txt to determine how the superseded data were derived.
 KV4913
 KV4913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8472779453(NAD 83)
 KV4913_MARKER: DS = TRIANGULATION STATION DISK
 KV4913_SETTING: 0 = UNSPECIFIED SETTING
 KV4913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4913
 KV4913  HISTORY     - Date     Condition        Report By
 KV4913  HISTORY     - 1940     MONUMENTED       CGS
 KV4913  HISTORY     - 1973     GOOD             NGS
 KV4913  HISTORY     - 19950830 MARK NOT FOUND   USPSQD
 KV4913
 KV4913                          STATION DESCRIPTION
 KV4913
 KV4913'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KV4913'THE STATION IS MARKED BY A U.S.C. AND G.S. DISK, SET NEAR THE
 KV4913'CENTER OF THE CONCRETE ROOF OF BC OLD MORTAR BATTERY.
 KV4913'
 KV4913'THE FOLLOWING POINTS WERE LOCATED FROM IT--
 KV4913'
 KV4913'MORTAR BATTERY (U.S.C.A. MARK)
 KV4913'
 KV4913'CAMERA NO. 2 (U.S.C.A. MARK)
 KV4913
 KV4913                          STATION RECOVERY (1973)
 KV4913
 KV4913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (NAP)
 KV4913'RECOVERED IN GOOD CONDITION.
 KV4913'
 KV4913'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV4913'4 N.M. NORTH OF HIGHLANDS, N.J.
 KV4913
 KV4913                          STATION RECOVERY (1995)
 KV4913
 KV4913'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5632 ***********************************************************************
 KV5632  DESIGNATION -  MASONIC HOME STACK
 KV5632  PID         -  KV5632
 KV5632  STATE/COUNTY-  NJ/BURLINGTON
 KV5632  USGS QUAD   -  BRISTOL (1981)
 KV5632
 KV5632                         *CURRENT SURVEY CONTROL
 KV5632  ___________________________________________________________________
 KV5632* NAD 83(1996)-  40 03 41.15724(N)    074 49 39.86800(W)     ADJUSTED  
 KV5632* NAVD 88     -                                                        
 KV5632  ___________________________________________________________________
 KV5632  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 KV5632  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KV5632
 KV5632  HORZ ORDER  -  THIRD
 KV5632
 KV5632.The horizontal coordinates were established by classical geodetic methods
 KV5632.and adjusted by the National Geodetic Survey in September 1999..
 KV5632
 KV5632
 KV5632.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5632
 KV5632.The geoid height was determined by GEOID03.
 KV5632
 KV5632;                    North         East     Units Scale Factor Converg.
 KV5632;SPC NJ       -   136,386.372   122,040.789   MT  0.99990962   -0 12 39.4
 KV5632;SPC NJ       -   447,460.96    400,395.49   sFT  0.99990962   -0 12 39.4
 KV5632;SPC PA S     -    84,968.788   849,269.314   MT  0.99998244   +1 53 45.4
 KV5632;SPC PA S     -   278,768.43  2,786,311.07   sFT  0.99998244   +1 53 45.4
 KV5632;UTM  18      - 4,434,589.882   514,690.786   MT  0.99960266   +0 06 39.1
 KV5632
 KV5632                          SUPERSEDED SURVEY CONTROL
 KV5632
 KV5632  NAD 83(1986)-  40 03 41.15503(N)    074 49 39.86868(W) AD(       ) 4
 KV5632  NAD 27      -  40 03 40.75600(N)    074 49 41.27700(W) AD(       ) 3
 KV5632
 KV5632.Superseded values are not recommended for survey control.
 KV5632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5632.See file dsdata.txt to determine how the superseded data were derived.
 KV5632
 KV5632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1469134590(NAD 83)
 KV5632_MARKER: 63 = STACK
 KV5632
 KV5632  HISTORY     - Date     Condition        Report By
 KV5632  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5632
 KV5632                          STATION DESCRIPTION
 KV5632
 KV5632'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5632'THIS STATION IS THE CENTER OF THE STACK AT THE MASONIC HOME OF
 KV5632'NEW JERSEY ON THE SW SIDE OF JACKSONVILLE ROAD ABOUT 1-1/2 MILES
 KV5632'SE OF BURLINGTON.  THE STACK IS YELLOW BRICK ABOUT 100 FEET
 KV5632'HIGH.  IT IS AT THE POWER PLANT OF THE HOME JUST BEHIND THE MAIN
 KV5632'BUILDING.  THE ONLY OTHER PROMINENT OBJECT IN THE VICINITY IS A
 KV5632'SILVER WATER TANK AT THE MASONIC HOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5634 ***********************************************************************
 KV5634  DESIGNATION -  MASONIC HOME WATER TANK
 KV5634  PID         -  KV5634
 KV5634  STATE/COUNTY-  NJ/BURLINGTON
 KV5634  USGS QUAD   -  BRISTOL (1981)
 KV5634
 KV5634                         *CURRENT SURVEY CONTROL
 KV5634  ___________________________________________________________________
 KV5634* NAD 83(1996)-  40 03 40.22448(N)    074 49 35.61140(W)     ADJUSTED  
 KV5634* NAVD 88     -                                                        
 KV5634  ___________________________________________________________________
 KV5634  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 KV5634  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KV5634
 KV5634  HORZ ORDER  -  THIRD
 KV5634
 KV5634.The horizontal coordinates were established by classical geodetic methods
 KV5634.and adjusted by the National Geodetic Survey in September 1999..
 KV5634
 KV5634
 KV5634.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5634
 KV5634.The geoid height was determined by GEOID03.
 KV5634
 KV5634;                    North         East     Units Scale Factor Converg.
 KV5634;SPC NJ       -   136,357.234   122,141.551   MT  0.99990955   -0 12 36.6
 KV5634;SPC NJ       -   447,365.36    400,726.07   sFT  0.99990955   -0 12 36.6
 KV5634;SPC PA S     -    84,943.373   849,371.087   MT  0.99998247   +1 53 48.2
 KV5634;SPC PA S     -   278,685.05  2,786,644.97   sFT  0.99998247   +1 53 48.2
 KV5634;UTM  18      - 4,434,561.320   514,791.680   MT  0.99960269   +0 06 41.9
 KV5634
 KV5634                          SUPERSEDED SURVEY CONTROL
 KV5634
 KV5634  NAD 83(1986)-  40 03 40.22221(N)    074 49 35.61201(W) AD(       ) 4
 KV5634  NAD 27      -  40 03 39.82300(N)    074 49 37.02100(W) AD(       ) 3
 KV5634
 KV5634.Superseded values are not recommended for survey control.
 KV5634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5634.See file dsdata.txt to determine how the superseded data were derived.
 KV5634
 KV5634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1479234561(NAD 83)
 KV5634_MARKER: 51 = TANK
 KV5634
 KV5634  HISTORY     - Date     Condition        Report By
 KV5634  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5634
 KV5634                          STATION DESCRIPTION
 KV5634
 KV5634'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5634'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE SQUAT
 KV5634'SILVER WATER TANK AT THE MASONIC HOME OF NEW JERSEY ABOUT 1-1/2
 KV5634'MILES SE OF BURLINGTON ALONG THE JACKSONVILLE ROAD.  THE HOME IS
 KV5634'ON THE SW SIDE OF THE ROAD.  THE TANK IS ABOUT 100 FEET HIGH AND
 KV5634'IS AT THE NE CORNER OF THE HOME CEMETERY.  THE ONLY OTHER
 KV5634'PROMINENT OBJECT IN THE VICINITY IS A STACK AT THE MASONIC HOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5894 ***********************************************************************
 KV5894  DESIGNATION -  MATAWAN PRIMARY PAIR 1
 KV5894  PID         -  KV5894
 KV5894  STATE/COUNTY-  NJ/MONMOUTH
 KV5894  USGS QUAD   -  FREEHOLD (1981)
 KV5894
 KV5894                         *CURRENT SURVEY CONTROL
 KV5894  ___________________________________________________________________
 KV5894* NAD 83(1996)-  40 21 56.42392(N)    074 15 24.32542(W)     ADJUSTED  
 KV5894* NAVD 88     -        29.4    (meters)      96.     (feet)  GPS OBS   
 KV5894  ___________________________________________________________________
 KV5894  X           -   1,320,414.402 (meters)                     COMP
 KV5894  Y           -  -4,683,950.670 (meters)                     COMP
 KV5894  Z           -   4,109,004.425 (meters)                     COMP
 KV5894  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 KV5894  ELLIP HEIGHT-          -2.90  (meters)          (10/23/02) GPS OBS
 KV5894  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV5894
 KV5894  HORZ ORDER  -  FIRST
 KV5894  ELLP ORDER  -  FOURTH    CLASS I
 KV5894
 KV5894.This mark is at Marlboro Airport (2N8)
 KV5894
 KV5894.The horizontal coordinates were established by GPS observations
 KV5894.and adjusted by the National Geodetic Survey in May 1999..
 KV5894
 KV5894.The orthometric height was determined by GPS observations and a
 KV5894.high-resolution geoid model.
 KV5894
 KV5894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5894
 KV5894.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5894
 KV5894.The ellipsoidal height was determined by GPS observations
 KV5894.and is referenced to NAD 83.
 KV5894
 KV5894.The geoid height was determined by GEOID03.
 KV5894
 KV5894;                    North         East     Units Scale Factor Converg.
 KV5894;SPC NJ       -   170,142.436   170,658.173   MT  0.99990525   +0 09 27.1
 KV5894;SPC NJ       -   558,208.98    559,901.02   sFT  0.99990525   +0 09 27.1
 KV5894;UTM  18      - 4,468,609.756   563,103.569   MT  0.99964902   +0 28 53.0
 KV5894
 KV5894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5894!SPC NJ       -   1.00000045  x   0.99990525  =   0.99990570
 KV5894!UTM  18      -   1.00000045  x   0.99964902  =   0.99964947
 KV5894
 KV5894|---------------------------------------------------------------------|
 KV5894| PID    Reference Object                     Distance      Geod. Az  |
 KV5894|                                                           dddmmss.s |
 KV5894| KV5895 MATAWAN PRIMARY PAIR 2              372.872 METERS 08256     |
 KV5894|---------------------------------------------------------------------|
 KV5894
 KV5894                          SUPERSEDED SURVEY CONTROL
 KV5894
 KV5894  ELLIP H (05/14/99)   -2.91   (m)                       GP(       ) 4 1
 KV5894  NAD 83(1992)-  40 21 56.42315(N)    074 15 24.32555(W) AD(       ) 1
 KV5894  ELLIP H (09/14/94)   -2.97   (m)                       GP(       ) 3 1
 KV5894  ELLIP H (01/27/92)   -2.76   (m)                       GP(       ) 4 1
 KV5894  NAD 83(1986)-  40 21 56.42096(N)    074 15 24.32416(W) AD(       ) 2
 KV5894  NAD 27      -  40 21 56.02677(N)    074 15 25.80251(W) AD(       ) 2
 KV5894  NGVD 29 (08/10/88)   30.0    (m)           98.     (f) GPS OBS        
 KV5894
 KV5894.Superseded values are not recommended for survey control.
 KV5894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5894.See file dsdata.txt to determine how the superseded data were derived.
 KV5894
 KV5894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6310468610(NAD 83)
 KV5894_MARKER: I = METAL ROD
 KV5894_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5894_SP_SET: STAINLESS STEEL ROD
 KV5894_STAMPING: MATAWAN PP1 1987
 KV5894_MARK LOGO: AEROS 
 KV5894_PROJECTION: RECESSED 10 CENTIMETERS
 KV5894_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5894+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2001
 KV5894_ROD/PIPE-DEPTH: 9.7  meters
 KV5894
 KV5894  HISTORY     - Date     Condition        Report By
 KV5894  HISTORY     - 1987     MONUMENTED       AEROS
 KV5894  HISTORY     - 1987     GOOD             AEROS
 KV5894  HISTORY     - 19930809 GOOD             NJGS
 KV5894  HISTORY     - 19950731 GOOD             USPSQD
 KV5894  HISTORY     - 20010510 GOOD             USPSQD
 KV5894
 KV5894                          STATION DESCRIPTION
 KV5894
 KV5894'DESCRIBED BY AERO SERVICE CORPORATION 1987 (UNK)
 KV5894'THE STATION IS LOCATED ABOUT 1.8 KM (1.1 MI)
 KV5894'SOUTHWEST OF THE TOWN OF MORGANVILLE,
 KV5894'1.8 KM (1.1 MI) NORTH-NORTHWEST OF WICKATUNK, 5.9 KM (3.7 MI)
 KV5894'SOUTHEAST OF BROWNTOWN, WITHIN THE BOUNDARY OF THE MARLBORO
 KV5894'(MATAWAN) AIRPORT.
 KV5894'OWNERSHIP--DR. M. LEONARD GENOVA, P.O. BOX 402, HOLMDEL, NEW JERSEY
 KV5894'07733.  DR. GENOVA IS ALSO THE MANAGER.
 KV5894'
 KV5894'TO REACH THE STATION FROM THE HALL OF RECORDS BUILDING LOCATED AT
 KV5894'THE (T) INTERSECTION OF SOUTH STREET AND MAIN STREET (STATE HIGHWAY
 KV5894'79) IN THE TOWN OF FREEHOLD, MONMOUTH COUNTY, NEW JERSEY,  GO
 KV5894'NORTHERLY FOR 12.39 KM (7.7 MI) ON STATE HIGHWAY 79 TO THE (T)
 KV5894'INTERSECTION RIGHT OF CONOVER ROAD (COUNTY ROAD 4-A SOUTHEAST).
 KV5894'CONTINUE STRAIGHT AHEAD AND GO NORTHERLY FOR
 KV5894'0.16 KM (0.1 MI) ON STATE HIGHWAY 79 TO A PAVED SIDE ROAD LEFT WHICH
 KV5894'IS THE UNNAMED PRIVATE ENTRANCE TO THE MARLBORO AIRPORT.
 KV5894'TURN LEFT AND GO WEST FOR 0.32 KM (0.2 MI) ON THE PAVED PRIVATE
 KV5894'ROAD TO THE MARLBORO AIRPORT PARKING AREA AND THE STATION AS
 KV5894'DESCRIBED.
 KV5894'
 KV5894'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KV5894'FLANGE WITH ACCESS COVER IS STAMPED---MATAWAN PP1 1987---, AND IS
 KV5894'FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KV5894'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT THE DEPTH OF 9.7 METERS (32
 KV5894'FT), AND IS RECESSED 10 CM BELOW THE GROUND.  LOCATED
 KV5894'0.8 METERS (2.6 FT) SOUTH FROM A CARSONITE WITNESS POST AND A SIGN
 KV5894'MARKED--FUEL PARKING CONTACT UNICOM 122.7--,
 KV5894'38.4 METERS (126 FT) SOUTH FROM THE CENTERLINE OF THE RUNWAY,
 KV5894'7.9 METERS (26 FT) SOUTH FROM THE CENTER OF THE EAST-WEST TAXIWAY,
 KV5894'1.6 METERS (5.4 FT) EAST FROM THE EXTENDED CENTER OF THE TAXIWAY
 KV5894'LEADING TO THE RUNWAY.
 KV5894
 KV5894                          STATION RECOVERY (1987)
 KV5894
 KV5894'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 KV5894'RECOVERED IN GOOD CONDITION.
 KV5894
 KV5894                          STATION RECOVERY (1993)
 KV5894
 KV5894'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV5894'THE STATION IS LOCATED IN MARLBORO TOWNSHIP, ON THE GROUNDS OF THE
 KV5894'MARLBORO AIRPORT, OWNERSHIP DR. M. LEONARD GENOVA, P.O. BOX 402,
 KV5894'HOLMDEL, N.J., 07733.  TO REACH THE STATION FROM THE JUNCTION OF
 KV5894'STATE ROUTE 18 AND STATE ROUTE 79, GO 4.15 MI (6.68 KM) NORTH ON
 KV5894'ROUTE 79 TO THE ENTRANCE ROAD TO THE AIRPORT ON THE LEFT, TURN LEFT
 KV5894'AND GO ABOUT 0.2 MI (0.3 KM) WEST TO THE ENTRANCE OF THE AIRPORT AT
 KV5894'AN ABANDONED RAIL GRADE CROSSING, BEAR TO THE RIGHT AND GO ONTO THE
 KV5894'TAXIWAY AND GO ABOUT 0.35 MI (0.56 KM) WEST TO THE STATION ON THE
 KV5894'LEFT AT THE WEST END OF THE AIRPORT RUNWAY, AT RUNWAY NUMBER 9.  THE
 KV5894'STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO FLANGE
 KV5894'WITH AN ACCESS COVER, STAMPED MATAWAN PP1 1987, IS SET FLUSH WITH THE
 KV5894'GROUND.  THE STATION IS A NINE SIXTEENTHS INCH DIAMETER STAINLESS
 KV5894'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 9.7 M (31.8 FT) AND IS
 KV5894'RECESSED 10 CM BELOW THE GROUND.  THE STATION IS 0.8 M (2.6 FT) SOUTH
 KV5894'OF A CARSONITE WITNESS POST WITH A SIGN MARKED FUEL CONTACT UNICOM
 KV5894'122.7, 38.4 M (126.0 FT) SOUTH OF THE CENTERLINE OF THE RUNWAY, 7.9 M
 KV5894'(25.9 FT) SOUTH FROM THE EAST WEST TAXIWAY AND 1.6 M (5.2 FT) EAST OF
 KV5894'THE EXTENDED CENTERLINE OF THE TAXIWAY LEADING TO THE RUNWAY.
 KV5894
 KV5894                          STATION RECOVERY (1995)
 KV5894
 KV5894'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5894'RECOVERED IN GOOD CONDITION.
 KV5894
 KV5894                          STATION RECOVERY (2001)
 KV5894
 KV5894'RECOVERY NOTE BY US POWER SQUADRON 2001 (JIA)
 KV5894'MARLBORO AIRPORT NO LONGER OWNED BY DR. M. LEONARD GENOVA (HE IS
 KV5894'DECEASED). FOR ACCESS, CONTACT OR VISIT MARLBORO AIRPORT FLIGHT
 KV5894'OPERATIONS OFFICE, 351 STATE ROUTE 79, MORGANVILLE, NJ 07751 (TEL.
 KV5894'732/591-1591. APPROACH DESCRIBED IN STATION RECOVERY (1993) IS
 KV5894'ACCURATE--NO CHANGE NEEDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5895 ***********************************************************************
 KV5895  DESIGNATION -  MATAWAN PRIMARY PAIR 2
 KV5895  PID         -  KV5895
 KV5895  STATE/COUNTY-  NJ/MONMOUTH
 KV5895  USGS QUAD   -  FREEHOLD (1981)
 KV5895
 KV5895                         *CURRENT SURVEY CONTROL
 KV5895  ___________________________________________________________________
 KV5895* NAD 83(1996)-  40 21 57.90981(N)    074 15 08.64119(W)     ADJUSTED  
 KV5895* NAVD 88     -        34.0    (meters)     112.     (feet)  GPS OBS   
 KV5895  ___________________________________________________________________
 KV5895  X           -   1,320,763.437 (meters)                     COMP
 KV5895  Y           -  -4,683,824.983 (meters)                     COMP
 KV5895  Z           -   4,109,042.260 (meters)                     COMP
 KV5895  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 KV5895  ELLIP HEIGHT-           1.60  (meters)          (10/23/02) GPS OBS
 KV5895  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV5895
 KV5895  HORZ ORDER  -  FIRST
 KV5895  ELLP ORDER  -  FOURTH    CLASS I
 KV5895
 KV5895.This mark is at Marlboro Airport (2N8)
 KV5895
 KV5895.The horizontal coordinates were established by GPS observations
 KV5895.and adjusted by the National Geodetic Survey in May 1999..
 KV5895
 KV5895.The orthometric height was determined by GPS observations and a
 KV5895.high-resolution geoid model.
 KV5895
 KV5895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5895
 KV5895.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5895
 KV5895.The ellipsoidal height was determined by GPS observations
 KV5895.and is referenced to NAD 83.
 KV5895
 KV5895.The geoid height was determined by GEOID03.
 KV5895
 KV5895;                    North         East     Units Scale Factor Converg.
 KV5895;SPC NJ       -   170,189.290   171,028.055   MT  0.99990544   +0 09 37.3
 KV5895;SPC NJ       -   558,362.70    561,114.54   sFT  0.99990544   +0 09 37.3
 KV5895;UTM  18      - 4,468,658.687   563,473.085   MT  0.99964959   +0 29 03.2
 KV5895
 KV5895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5895!SPC NJ       -   0.99999975  x   0.99990544  =   0.99990519
 KV5895!UTM  18      -   0.99999975  x   0.99964959  =   0.99964934
 KV5895
 KV5895|---------------------------------------------------------------------|
 KV5895| PID    Reference Object                     Distance      Geod. Az  |
 KV5895|                                                           dddmmss.s |
 KV5895| KV5894 MATAWAN PRIMARY PAIR 1              372.872 METERS 26256     |
 KV5895|---------------------------------------------------------------------|
 KV5895
 KV5895                          SUPERSEDED SURVEY CONTROL
 KV5895
 KV5895  ELLIP H (05/14/99)    1.59   (m)                       GP(       ) 4 1
 KV5895  NAD 83(1992)-  40 21 57.90903(N)    074 15 08.64132(W) AD(       ) 1
 KV5895  ELLIP H (09/14/94)    1.53   (m)                       GP(       ) 3 1
 KV5895  ELLIP H (01/27/92)    1.72   (m)                       GP(       ) 4 1
 KV5895  NAD 83(1986)-  40 21 57.90686(N)    074 15 08.64026(W) AD(       ) 2
 KV5895  NAD 27      -  40 21 57.51266(N)    074 15 10.11914(W) AD(       ) 2
 KV5895  NGVD 29 (08/10/88)   34.5    (m)          113.     (f) GPS OBS        
 KV5895
 KV5895.Superseded values are not recommended for survey control.
 KV5895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5895.See file dsdata.txt to determine how the superseded data were derived.
 KV5895
 KV5895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6347368659(NAD 83)
 KV5895_MARKER: I = METAL ROD
 KV5895_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5895_SP_SET: STAINLESS STEEL ROD
 KV5895_STAMPING: MATAWAN PP2 1987
 KV5895_MARK LOGO: AEROS 
 KV5895_PROJECTION: RECESSED 10 CENTIMETERS
 KV5895_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5895+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2001
 KV5895_ROD/PIPE-DEPTH: 11.0 meters
 KV5895
 KV5895  HISTORY     - Date     Condition        Report By
 KV5895  HISTORY     - 1987     MONUMENTED       AEROS
 KV5895  HISTORY     - 1987     GOOD             AEROS
 KV5895  HISTORY     - 19930809 GOOD             NJGS
 KV5895  HISTORY     - 19950731 GOOD             USPSQD
 KV5895  HISTORY     - 20010510 GOOD             USPSQD
 KV5895
 KV5895                          STATION DESCRIPTION
 KV5895
 KV5895'DESCRIBED BY AERO SERVICE CORPORATION 1987 (UNK)
 KV5895'THE STATION IS LOCATED ABOUT 1.8 KM (1.1 MI)
 KV5895'SOUTHWEST OF THE TOWN OF MORGANVILLE, 1.8 KM (1.1 MI)
 KV5895'NORTH-NORTHWEST OF WICKATUNK, 5.9 KM (3.7 MI) SOUTHEAST OF
 KV5895'BROWNTOWN, WITHIN THE BOUNDARY OF THE MARLBORO (MATAWAN) AIRPORT.
 KV5895'OWNERSHIP--DR. M. LEONARD GENOVA, P.O. BOX 402, HOLMDEL, NEW JERSEY
 KV5895'07733.  DR. GENOVA IS ALSO THE MANAGER.
 KV5895'
 KV5895'TO REACH THE STATION FROM THE HALL OF RECORDS BUILDING LOCATED AT
 KV5895'THE (T) INTERSECTION OF SOUTH STREET AND MAIN STREET (STATE HIGHWAY
 KV5895'79) IN THE TOWN OF FREEHOLD, MONMOUTH COUNTY, NEW JERSEY,  GO
 KV5895'NORTHERLY FOR 12.39 KM (7.7 MI) ON STATE HIGHWAY 79 TO THE (T)
 KV5895'INTERSECTION RIGHT OF CONOVER ROAD (COUNTY ROAD 4-A SOUTHEAST).
 KV5895'CONTINUE STRAIGHT AHEAD AND GO NORTHERLY FOR 0.16 KM (0.1 MI) ON
 KV5895'STATE HIGHWAY 79 TO A PAVED SIDE ROAD LEFT WHICH IS THE UNNAMED
 KV5895'PRIVATE ENTRANCE TO THE MARLBORO AIRPORT.
 KV5895'TURN LEFT AND GO WEST FOR 0.32 KM (0.2 MI) ON THE PAVED PRIVATE ROAD
 KV5895'TO THE MARLBORO AIRPORT PARKING AREA AND THE STATION AS DESCRIBED.
 KV5895'
 KV5895'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KV5895'FLANGE WITH ACCESS COVER IS STAMPED---MATAWAN PP2 1987---, AND IS
 KV5895'FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KV5895'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT THE DEPTH OF 11.0 METERS
 KV5895'(36 FT), AND IS RECESSED 10 CM BELOW THE GROUND.  LOCATED
 KV5895'39.5 METERS (129.5 FT) SOUTH FROM THE CENTERLINE OF THE RUNWAY,
 KV5895'9.6 METERS (31.5 FT) SOUTH FROM THE CENTERLINE OF THE EAST-WEST
 KV5895'TAXIWAY,
 KV5895'14.9 METERS (49.0 FT) WEST FROM THE TAXIWAY LEADING TO THE RUNWAY,
 KV5895'0.9 METERS (3.0 FT) EAST FROM A CARSONITE WITNESS POST.
 KV5895
 KV5895                          STATION RECOVERY (1987)
 KV5895
 KV5895'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 KV5895'RECOVERED IN GOOD CONDITION.
 KV5895
 KV5895                          STATION RECOVERY (1993)
 KV5895
 KV5895'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV5895'THE STATION IS LOCATED IN MARLBORO TOWNSHIP, ON THE GROUNDS OF THE
 KV5895'MARLBORO AIRPORT, OWNERSHIP DR. M. LEONARD GENOVA, P.O. BOX 402,
 KV5895'HOLMDEL, N.J., 07733.  TO REACH THE STATION FROM THE JUNCTION OF
 KV5895'STATE ROUTE 18 AND STATE ROUTE 79, GO 4.15 MI (6.68 KM) NORTH ON
 KV5895'ROUTE 79 TO THE ENTRANCE ROAD TO THE AIRPORT ON THE LEFT, TURN LEFT
 KV5895'AND GO ABOUT 0.20 MI (0.32 KM) WEST TO THE ENTRANCE OF THE AIRPORT AT
 KV5895'AN ABANDONED RAIL GRADE CROSSING, BEAR TO THE RIGHT AND GO ONTO THE
 KV5895'TAXIWAY AND GO ABOUT 0.1 MI (0.2 KM) WEST TO THE STATION ON THE LEFT,
 KV5895'AT THE EAST END OF THE RUNWAY, SET SOUTH OF THE RUNWAY NUMBER 27 AND
 KV5895'THE TAXIWAY.  THE STATION, OPPOSITE THE OFFICE BUILDING FOR THE
 KV5895'AIRPORT, IS 93.0 M (305.1 FT) EAST OF THE WIND DIRECTIONAL SOCK, 39.5
 KV5895'M (129.6 FT) SOUTH OF THE CENTERLINE FOR RUNWAY NUMBER 27 AND 14.9 M
 KV5895'(48.9 FT) WEST OF THE TAXIWAY LEADING TO RUNWAY NUMBER 27.  THE
 KV5895'STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO FLANGE
 KV5895'WITH AN ACCESS COVER, STAMPED MATAWAN PP2 1987, IS SET FLUSH WITH THE
 KV5895'GROUND.  THE STATION IS A NINE SIXTEENTHS INCH DIAMETER STAINLESS
 KV5895'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 11.0 M (36.1 FT) AND IS
 KV5895'RECESSED 10 CM BELOW THE GROUND.
 KV5895
 KV5895                          STATION RECOVERY (1995)
 KV5895
 KV5895'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5895'RECOVERED IN GOOD CONDITION.
 KV5895
 KV5895                          STATION RECOVERY (2001)
 KV5895
 KV5895'RECOVERY NOTE BY US POWER SQUADRON 2001 (JIA)
 KV5895'AIRPORT NO LONGER OWNED BY DR. GENOVA (HE IS DECEASED). FOR ACCESS,
 KV5895'CONTACT OR VISIT MARLBORO AIRPORT FLIGHT OPERATIONS OFFICE, 351 STATE
 KV5895'ROUTE 79, MORGANVILLE, NJ 07751 (TEL. 732/591-1591). STATION RECOVERY
 KV5895'(1993) APPROACH IS ACCURATE. ADD-STATION IS 2.75 FT ENE OF AN ORANGE
 KV5895'CARSONITE WITNESS POST, WHICH IS PROTECTED BY A TRAFFIC CONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2698 ***********************************************************************
 JU2698  DESIGNATION -  MATHIS
 JU2698  PID         -  JU2698
 JU2698  STATE/COUNTY-  NJ/OCEAN
 JU2698  USGS QUAD   -  WEST CREEK (1972)
 JU2698
 JU2698                         *CURRENT SURVEY CONTROL
 JU2698  ___________________________________________________________________
 JU2698* NAD 83(1996)-  39 39 33.85531(N)    074 20 49.79375(W)     ADJUSTED  
 JU2698* NAVD 88     -        25.3    (meters)      83.     (feet)  GPS OBS   
 JU2698  ___________________________________________________________________
 JU2698  X           -   1,326,624.677 (meters)                     COMP
 JU2698  Y           -  -4,734,575.185 (meters)                     COMP
 JU2698  Z           -   4,048,939.011 (meters)                     COMP
 JU2698  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 JU2698  ELLIP HEIGHT-          -8.03  (meters)          (10/23/02) GPS OBS
 JU2698  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JU2698
 JU2698  HORZ ORDER  -  FIRST
 JU2698  ELLP ORDER  -  FOURTH    CLASS I
 JU2698
 JU2698.The horizontal coordinates were established by GPS observations
 JU2698.and adjusted by the National Geodetic Survey in May 1999..
 JU2698
 JU2698.The orthometric height was determined by GPS observations and a
 JU2698.high-resolution geoid model.
 JU2698
 JU2698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2698
 JU2698.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2698
 JU2698.The ellipsoidal height was determined by GPS observations
 JU2698.and is referenced to NAD 83.
 JU2698
 JU2698.The geoid height was determined by GEOID03.
 JU2698
 JU2698;                    North         East     Units Scale Factor Converg.
 JU2698;SPC NJ       -    91,712.543   163,114.479   MT  0.99990212   +0 05 51.2
 JU2698;SPC NJ       -   300,893.57    535,151.42   sFT  0.99990212   +0 05 51.2
 JU2698;UTM  18      - 4,390,159.163   556,001.910   MT  0.99963861   +0 24 60.0
 JU2698
 JU2698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2698!SPC NJ       -   1.00000126  x   0.99990212  =   0.99990338
 JU2698!UTM  18      -   1.00000126  x   0.99963861  =   0.99963987
 JU2698
 JU2698|---------------------------------------------------------------------|
 JU2698| PID    Reference Object                     Distance      Geod. Az  |
 JU2698|                                                           dddmmss.s |
 JU2698| CB2249 MATHIS RM 1                          50.762 METERS 08804     |
 JU2698| JU2667 BRANT BEACH WATER TANK OLD          APPROX.13.5 KM 1070418.0 |
 JU2698| JU2699 WEST CREEK RADIO STA WSC MAST       APPROX. 5.3 KM 1144301.0 |
 JU2698| JU2671 LONG BEACH WATER WKS STANDPIPE      APPROX.13.3 KM 1273301.2 |
 JU2698| JU2700 WEST CREEK FIRST METH CH SPIRE      APPROX. 4.3 KM 1310424.6 |
 JU2698| JU4456 TUCKERTON                           APPROX. 0.6 KM 1580437.1 |
 JU2698| JU2714 STORY ISLAND STACK                  APPROX.13.4 KM 1633229.1 |
 JU2698| JU2708 TUCKERTON MUNICIPAL TANK            APPROX. 6.3 KM 1732309.1 |
 JU2698| JU2713 MYSTIC ISLANDS MUN STANDPIPE        APPROX. 9.6 KM 1903952.8 |
 JU2698| CB2250 MATHIS RM 2                          20.054 METERS 22754     |
 JU2698| JU2746 WARREN GROVE FAA RADIO TOWER        APPROX.10.6 KM 3393636.1 |
 JU2698| CB2251 MATHIS RM 3 AZIMUTH                                3394252.5 |
 JU2698|---------------------------------------------------------------------|
 JU2698
 JU2698                          SUPERSEDED SURVEY CONTROL
 JU2698
 JU2698  ELLIP H (05/14/99)   -8.05   (m)                       GP(       ) 4 1
 JU2698  NAD 83(1992)-  39 39 33.85211(N)    074 20 49.79222(W) AD(       ) 1
 JU2698  ELLIP H (04/25/94)   -8.09   (m)                       GP(       ) 3 1
 JU2698  NAD 83(1986)-  39 39 33.84891(N)    074 20 49.79017(W) AD(       ) 1
 JU2698  ELLIP H (03/31/93)   -8.04   (m)                       GP(       ) 3 2
 JU2698  NAD 83(1986)-  39 39 33.84811(N)    074 20 49.78866(W) AD(       ) 1
 JU2698  NAD 27      -  39 39 33.42160(N)    074 20 51.26630(W) AD(       ) 1
 JU2698
 JU2698.Superseded values are not recommended for survey control.
 JU2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2698.See file dsdata.txt to determine how the superseded data were derived.
 JU2698
 JU2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5600290159(NAD 83)
 JU2698_MARKER: DZ = AZIMUTH MARK DISK
 JU2698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2698_SP_SET: CONCRETE POST
 JU2698_STAMPING: MATHIS 1932
 JU2698_MARK LOGO: CGS   
 JU2698_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2698+STABILITY: SURFACE MOTION
 JU2698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2698+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002
 JU2698
 JU2698  HISTORY     - Date     Condition        Report By
 JU2698  HISTORY     - 1932     MONUMENTED       CGS
 JU2698  HISTORY     - 1932     GOOD             CGS
 JU2698  HISTORY     - 1950     GOOD             CGS
 JU2698  HISTORY     - 1962     GOOD             CGS
 JU2698  HISTORY     - 19900807 SEE DESCRIPTION  NJGS
 JU2698  HISTORY     - 19930303 SEE DESCRIPTION  NJHA
 JU2698  HISTORY     - 19960523 GOOD             NJGS
 JU2698  HISTORY     - 20021129 GOOD             INDIV
 JU2698
 JU2698                          STATION DESCRIPTION
 JU2698
 JU2698'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2698'STATION IS ON STATE RESERVATION PROPERTY ABOUT 4 MILES NW OF
 JU2698'TUCKERTON.
 JU2698'
 JU2698'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2698'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU2698'
 JU2698'REFERENCE MARK NO. 1 IS SE OF STATION ON N SIDE OF GRAVEL PIT,
 JU2698'17 METERS W OF MAIN HIGHWAY.  5.5 METERS S OF ROAD THROUGH
 JU2698'GRAVEL PIT.  REFERENCE MARK NO. 2 IS SW OF STATION ON S SIDE
 JU2698'OF MUNION FIELD ROAD, 3 METERS S OF CENTER LINE.  REFERENCE MARK
 JU2698'NO. 3 IS NW OF STATION ON N SIDE OF OILED ROAD (MAIN HIGHWAY)
 JU2698'9 METERS N OF CENTER LINE.  4 METERS N OF DITCH.  APPROXIMATELY
 JU2698'30 METERS SE OF SLIGHT HILL.
 JU2698'
 JU2698'REACHED FROM TUCKERTON BY GOING NW FROM U.S. HIGHWAY 9 AND
 JU2698'STATE HIGHWAY 4 ON SURFACED ROAD OPPOSITE THE CARLTON HOTEL,
 JU2698'4 MILES TO GRAVEL PIT ON W SIDE OF HIGHWAY AND IN DIRT
 JU2698'CROSSROADS.  TURN W ON DIRT ROAD THROUGH GRAVEL PIT APPROXIMATELY
 JU2698'67 METERS TO STATION.  STATION IS N OF GRAVEL PIT ON N SIDE OF
 JU2698'DIRT ROAD TO MUNION FIELD, 7 METERS N OF DIRT ROAD.  67 METERS
 JU2698'W OF MAIN HIGHWAY.
 JU2698'
 JU2698'HEIGHT OF SIGNAL ABOVE STATION MARK - 29 METERS.
 JU2698
 JU2698                          STATION RECOVERY (1932)
 JU2698
 JU2698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 JU2698'RECOVERED IN GOOD CONDITION.
 JU2698
 JU2698                          STATION RECOVERY (1950)
 JU2698
 JU2698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2698'R.M. NO. 3 LOCATED 5.75 MILES NORTH ALONG THE TUCKERTON-WARREN GROVE
 JU2698'ROAD (GREEN STREET) FROM ITS INTERSECTION WITH U.S. 9 (N.J. 4)
 JU2698'AT TUCKERTON.  0.70 MILE NORTH OF A GRAVEL CROSS-ROAD.  32.5
 JU2698'FEET NORTHEAST OF THE CENTER LINE OF ROAD.  3.5 FEET EAST OF A
 JU2698'4-INCH PINE, 8.0 FEET SOUTH OF A 4-INCH PINE, 24.8 FEET NORTH
 JU2698'OF A 6-INCH PINE AND 15.7 FEET WEST OF A 6-INCH PINE.  ALL
 JU2698'FOUR TREES ARE BLAZED.
 JU2698'
 JU2698'A STANDARD REFERENCE MARK DISK STAMPED MATHIS NO. 3 1932 SET
 JU2698'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 JU2698'5 INCHES.
 JU2698
 JU2698                          STATION RECOVERY (1962)
 JU2698
 JU2698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2698'NO MEASUREMENT BETWEEN RMS HEAVY BRUSH ON LINE.
 JU2698'
 JU2698'THE STATION, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD
 JU2698'CONDITION.  THE DIRECTIONS TO ALL MARKS CHECKED.  THE DISTANCES
 JU2698'TO REFERENCE MARKS 2 AND 3 CHECKED.  THE HORIZONTAL DISTANCE TO
 JU2698'REFERENCE MARK 1 WAS FOUND TO BE 0.2 FOOT SHORTER THAN THE
 JU2698'SLOPE DISTANCE MEASURED IN 1932.
 JU2698'
 JU2698'DUE TO CHANGES IN THE OLD DESCRIPTION AND TO REACH, A COMPELTE NEW
 JU2698'DESCRIPTION FOLLOWS.
 JU2698'
 JU2698'THE STATION IS ABOUT 4 MILES NORTHWEST OF TUCKERTON, 0.5 MILE
 JU2698'NORTHWEST OF THE GARDEN STATE PARKWAY AND ON PROPERTY OF THE
 JU2698'STATE OF NEW JERSEY.  IT IS 5 FEET SOUTHWEST OF A WITNESS POST,
 JU2698'11 FEET SOUTHWEST OF AN 8 INCH PINE TREE, 12 FEET NORTHEAST OF
 JU2698'A 6 INCH PINE TREE AND 24 FEET NORTH OF THE CENTERLINE OF A
 JU2698'GRAVELED ROAD.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 JU2698'STAMPED MATHIS 1932.  NOTE 1A 7A.
 JU2698'
 JU2698'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 9 AND OCEAN
 JU2698'COUNTY ROUTE 539 IN TUCKERTON, GO NORTH ON ROUTE 539 FOR 3.5
 JU2698'MILES TO WHERE ROUTE 539 PASSES OVER THE GARDEN STATE
 JU2698'PARKWAY.  CONTINUE NORTH ON ROUTE 539 FOR 0.5 MILE TO A
 JU2698'CROSSROAD*.  TURN LEFT AND GO WEST ON A GRAVELED ROAD ABOUT 200
 JU2698'FEET TO THE STATION ON THE RIGHT.
 JU2698'
 JU2698'*TO REACH REFERENCE MARK 3 FROM THIS POINT, CONTINUE NORTH ON
 JU2698'ROUTE 539 FOR 0.7 MILE TO THE MARK ON THE RIGHT.
 JU2698'
 JU2698'REFERENCE MARK 1 IS 8 FEET EAST OF A 6 INCH PINE TREE, 23 FEET
 JU2698'SOUTH OF THE CENTERLINE OF A GRAVELED ROAD AND 57 FEET WEST OF
 JU2698'THE CENTERLINE OF ROUTE 539.  THE MONUMENT PROJECTS 6 INCHES
 JU2698'AND THE DISK IS STAMPED MATHIS NO 1 1932.
 JU2698'
 JU2698'REFERENCE MARK 2 IS 8 FEET SOUTH OF THE CENTERLINE OF THE
 JU2698'GRAVELED ROAD, 8 FEET WEST OF AN 8 INCH PINE TREE AND 70 FEET
 JU2698'SOUTHWEST OF THE WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES
 JU2698'AND THE DISK IS STAMPED MATHIS NO 2 1932.
 JU2698'
 JU2698'REFERENCE MARK 3 IS 1 FOOT WEST OF A WITNESS POST, 10 FEET
 JU2698'NORTHEAST OF POWER POLE NO. P36516, 25 FEET NORTH OF AN 8 INCH
 JU2698'PINE TREE AND 32 FEET EAST OF THE CENTERLINE OF ROUTE 539.  THE
 JU2698'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED MATHIS NO 3
 JU2698'1932.
 JU2698'
 JU2698'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JU2698
 JU2698                          STATION RECOVERY (1990)
 JU2698
 JU2698'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2698'THE STATION IS LOCATED IN LITTLE EGG HARBOR TOWNSHIP, ON THE PROPERTY
 JU2698'OF THE BASS RIVER STATE FOREST, ON THE NORTH SIDE OF FORGE ROAD, A
 JU2698'BITUMINOUS AND SAND ROAD.  TO REACH THE STATION FROM THE JUNCTION OF
 JU2698'COUNTY ROAD 539 AND THE SOUTHBOUND LANES OF THE GARDEN STATE PARKWAY,
 JU2698'EXIT 58, GO 0.4 MI (0.6 KM) NORTHWEST ON ROUTE 539 TO THE SAND ROAD
 JU2698'PORTION OF FORGE ROAD OPPOSITE COUNTY ROAD 606, TURN LEFT AND GO
 JU2698'ABOUT 200 FT (61.0 M) TO THE CREST OF THE HILL AND THE STATION ON THE
 JU2698'RIGHT, 24 FT (7.3 M) NORTH OF THE FORGE ROAD CENTERLINE.  THE BANK ON
 JU2698'THE SOUTH SIDE OF THE MONUMENT HAS ERRODED AND THE BASE OF THE
 JU2698'MONUMENT IS EXPOSED.
 JU2698
 JU2698                          STATION RECOVERY (1993)
 JU2698
 JU2698'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 JU2698'RECOVERED AS DESCRIBED.
 JU2698
 JU2698                          STATION RECOVERY (1996)
 JU2698
 JU2698'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 JU2698'RECOVERED AS DESCRIBED.
 JU2698
 JU2698                          STATION RECOVERY (2002)
 JU2698
 JU2698'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 JU2698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5091 ***********************************************************************
 KV5091  DESIGNATION -  MATTAWAN TANK
 KV5091  PID         -  KV5091
 KV5091  STATE/COUNTY-  NJ/MONMOUTH
 KV5091  USGS QUAD   -  KEYPORT (1977)
 KV5091
 KV5091                         *CURRENT SURVEY CONTROL
 KV5091  ___________________________________________________________________
 KV5091* NAD 83(1996)-  40 24 34.53708(N)    074 13 48.30158(W)     ADJUSTED  
 KV5091* NAVD 88     -                                                        
 KV5091  ___________________________________________________________________
 KV5091  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 KV5091  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV5091
 KV5091  HORZ ORDER  -  THIRD
 KV5091
 KV5091.The horizontal coordinates were established by classical geodetic methods
 KV5091.and adjusted by the National Geodetic Survey in September 1999..
 KV5091
 KV5091
 KV5091.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5091
 KV5091.The geoid height was determined by GEOID03.
 KV5091
 KV5091;                    North         East     Units Scale Factor Converg.
 KV5091;SPC NJ       -   175,025.532   172,908.604   MT  0.99990646   +0 10 29.9
 KV5091;SPC NJ       -   574,229.60    567,284.31   sFT  0.99990646   +0 10 29.9
 KV5091;UTM  18      - 4,473,504.250   565,325.784   MT  0.99965253   +0 29 56.8
 KV5091
 KV5091                          SUPERSEDED SURVEY CONTROL
 KV5091
 KV5091  NAD 83(1986)-  40 24 34.53801(N)    074 13 48.29832(W) AD(       ) 4
 KV5091  NAD 27      -  40 24 34.12000(N)    074 13 49.78000(W) AD(       ) 3
 KV5091
 KV5091.Superseded values are not recommended for survey control.
 KV5091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5091.See file dsdata.txt to determine how the superseded data were derived.
 KV5091
 KV5091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6532673504(NAD 83)
 KV5091_MARKER: 53 = ELEVATED TANK
 KV5091
 KV5091  HISTORY     - Date     Condition        Report By
 KV5091  HISTORY     - 1918     FIRST OBSERVED   CGS
 KV5091  HISTORY     - 1930     GOOD             CGS
 KV5091  HISTORY     - 20010511 MARK NOT FOUND   USPSQD
 KV5091
 KV5091                          STATION DESCRIPTION
 KV5091
 KV5091'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (WMG)
 KV5091'THIS INTERSECTION STATION IS A SLENDER BLACK CYLINDER TANK
 KV5091'ESTIMATED TO BE 100 FEET HIGH AND SITUATED NEAR THE CENTER OF
 KV5091'MATAWAN, NEW JERSEY.  THE TOP IS NOT FLAT BUT IS ROUNDED UP, WITH
 KV5091'A SMALL BALL ON TOP.
 KV5091
 KV5091                          STATION RECOVERY (1930)
 KV5091
 KV5091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5091'RECOVERED, IN GOOD CONDITION, AS ORIGINALLY DESCRIBED.
 KV5091'
 KV5091'THE MOST PROMINENT OF SEVERAL TANKS IN THE VICINITY, AT PLANT
 KV5091'NO.2 OF THE MOSAIC TILE COMPANY ON ATLANTIC AVENUE.  IT IS AN
 KV5091'ORDINARY CONICAL-TOP, BLACK, IRON TYPE SURMOUNTING A SPIDER
 KV5091'SUPPORTING STRUCTURE.
 KV5091'
 KV5091'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 100 FEET
 KV5091'ABOVE GROUND.
 KV5091
 KV5091                          STATION RECOVERY (2001)
 KV5091
 KV5091'RECOVERY NOTE BY US POWER SQUADRON 2001 (RA)
 KV5091'NOT FOUND. THE MOSAIC TILE COMPANY PLANT BUILDINGS AND THE TANKS HAVE
 KV5091'BEEN DEMOLISHED. A SCHOOL IS NOW AT THE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3363 ***********************************************************************
 JU3363  DESIGNATION -  MATTS
 JU3363  PID         -  JU3363
 JU3363  STATE/COUNTY-  NJ/CUMBERLAND
 JU3363  USGS QUAD   -  PORT NORRIS (1992)
 JU3363
 JU3363                         *CURRENT SURVEY CONTROL
 JU3363  ___________________________________________________________________
 JU3363* NAD 83(1996)-  39 14 00.54750(N)    075 00 37.94135(W)     ADJUSTED  
 JU3363* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3363  ___________________________________________________________________
 JU3363  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 JU3363  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 JU3363
 JU3363  HORZ ORDER  -  SECOND
 JU3363
 JU3363.The horizontal coordinates were established by classical geodetic methods
 JU3363.and adjusted by the National Geodetic Survey in September 1999..
 JU3363
 JU3363.The orthometric height was scaled from a topographic map.
 JU3363
 JU3363.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3363
 JU3363.The geoid height was determined by GEOID03.
 JU3363
 JU3363;                    North         East     Units Scale Factor Converg.
 JU3363;SPC NJ       -    44,543.093   105,923.830   MT  0.99992391   -0 19 22.5
 JU3363;SPC NJ       -   146,138.46    347,518.43   sFT  0.99992391   -0 19 22.5
 JU3363;SPC DE       -   137,004.900   235,065.322   MT  1.00001013   +0 15 24.7
 JU3363;SPC DE       -   449,490.24    771,210.14   sFT  1.00001013   +0 15 24.7
 JU3363;UTM  18      - 4,342,687.284   499,090.394   MT  0.99960001   -0 00 24.0
 JU3363
 JU3363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3363!SPC NJ       -   1.00000531  x   0.99992391  =   0.99992922
 JU3363!SPC DE       -   1.00000531  x   1.00001013  =   1.00001544
 JU3363!UTM  18      -   1.00000531  x   0.99960001  =   0.99960532
 JU3363
 JU3363:                Primary Azimuth Mark                     Grid Az
 JU3363:SPC NJ       -  SQUARE BRICK SMOKESTACK                  023 34 30.5
 JU3363:SPC DE       -  SQUARE BRICK SMOKESTACK                  022 59 43.3
 JU3363:UTM  18      -  SQUARE BRICK SMOKESTACK                  023 15 32.0
 JU3363
 JU3363|---------------------------------------------------------------------|
 JU3363| PID    Reference Object                     Distance      Geod. Az  |
 JU3363|                                                           dddmmss.s |
 JU3363| JU3364 SQUARE BRICK SMOKESTACK             APPROX. 1.4 KM 0231508.0 |
 JU3363| CB2253 MATTS RM 1                           29.111 METERS 10434     |
 JU3363| CB2252 MATTS AZ MK                                        1120351.6 |
 JU3363| CB2254 MATTS RM 2                           19.932 METERS 23504     |
 JU3363|---------------------------------------------------------------------|
 JU3363
 JU3363                          SUPERSEDED SURVEY CONTROL
 JU3363
 JU3363  NAD 83(1991)-  39 14 00.53501(N)    075 00 37.94431(W) AD(       ) 2
 JU3363  NAD 83(1986)-  39 14 00.53091(N)    075 00 37.94629(W) AD(       ) 2
 JU3363  NAD 27      -  39 14 00.12000(N)    075 00 39.30800(W) AD(       ) 2
 JU3363
 JU3363.Superseded values are not recommended for survey control.
 JU3363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3363.See file dsdata.txt to determine how the superseded data were derived.
 JU3363
 JU3363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9909042687(NAD 83)
 JU3363_MARKER: DS = TRIANGULATION STATION DISK
 JU3363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3363
 JU3363  HISTORY     - Date     Condition        Report By
 JU3363  HISTORY     - 1935     MONUMENTED       CGS
 JU3363  HISTORY     - 1946     GOOD             CGS
 JU3363  HISTORY     - 1970     MARK NOT FOUND   NGS
 JU3363
 JU3363                          STATION DESCRIPTION
 JU3363
 JU3363'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU3363'MATTS IS LOCATED ABOUT 3.0 MILES SOUTH OF LEESBURG, ON THE WEST
 JU3363'BANK OF MAURICE RIVER, AT A POINT KNOWN LOCALLY AS MATTS
 JU3363'LANDING.  THE STATION IS 17 PACES SOUTHWEST OF A GREY SHACK,
 JU3363'(WEENE INN) 6 PACES NORTHEAST OF THE CENTERLINE OF THE GRAVEL
 JU3363'ROAD, AND 10 PACES SOUTH-SOUTHWEST OF THE HIGH WATER MARK AT
 JU3363'THE RIVER BANK.  THE MARK PROJECTS 8 INCHES ABOVE THE SURFACE
 JU3363'OF THE GROUND.
 JU3363'
 JU3363'TO REACH FROM MAIN STREET IN LEESBURG, GO SOUTH ON THE SHORE
 JU3363'ROAD FOR 2.8 MILES TO A CROSS ROAD, TURN RIGHT AND GO ABOUT 50
 JU3363'YARDS TO MATTS LANDING AND THE STATION.
 JU3363'
 JU3363'REFERENCE MARK NO. 1 IS 95.51 FEET (29.111 METERS) EAST-SOUTHEAST
 JU3363'OF THE STATION, 8 PACES NORTH OF THE CENTERLINE OF THE DIRT ROAD,
 JU3363'AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 JU3363'
 JU3363'REFERENCE MARK NO. 2 IS 65.39 FEET (19.932 METERS) WEST-SOUTHWEST
 JU3363'OF THE STATION, 5 PACES SOUTHEAST OF THE HIGH WATER MARK, 13 PACES
 JU3363'WEST-SOUTHWEST OF THE CENTERLINE OF A DIRT ROAD, AND PROJECTS 6
 JU3363'INCHES ABOVE THE SURFACE OF THE GROUND.
 JU3363'
 JU3363'AZIMUTH MARK IS A STANDARD DISK 0.25 MILE EAST-SOUTHEAST OF THE
 JU3363'STATION, 16 PACES NORTH-NORTHEAST OF THE CENTERLINE OF ROAD, 12
 JU3363'PACES EAST-SOUTHEAST OF POLE (PTCO, 3 2415), AND PROJECTS 4 INCHES
 JU3363'ABOVE THE SURFACE OF THE GROUND.
 JU3363'
 JU3363'A 64-FOOT TOWER WILL CLEAR ALL LINES OBSERVED FROM THIS STATION.
 JU3363'
 JU3363'REFERENCE MARK NO. 1 IS 146.66 FEET EAST-NORTHEAST OF REFERENCE
 JU3363'MARK NO. 2.
 JU3363
 JU3363                          STATION RECOVERY (1946)
 JU3363
 JU3363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3363'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 JU3363'ADEQUATE.  REFERENCE MARK 1 WAS DESTROYED BY ROAD REPAIRS,
 JU3363'ACCORDING TO LOCAL INFORMATION.
 JU3363
 JU3363                          STATION RECOVERY (1970)
 JU3363
 JU3363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU3363'LOST.  NONE OF THE MARKS COULD BE FOUND AFTER A VERY THOROUGH
 JU3363'SEARCH.  THERE HAS BEEN MUCH CONSTRUCTION AROUND THE STATION SITE
 JU3363'AND THE PRESENT OWNER STATES THAT HE HAS NEVER SEEN THE
 JU3363'MARKS.  IT IS BELIEVED THAT ALL OF THE MARKS HAVE EITHER BEEN
 JU3363'DESTROYED OR COVERED.
 JU3363'
 JU3363'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3363'3.0 MILES SOUTH OF LEESBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4838 ***********************************************************************
 KV4838  DESIGNATION -  MAURER GENERAL ASPHALT CO TANK
 KV4838  PID         -  KV4838
 KV4838  STATE/COUNTY-  NJ/MIDDLESEX
 KV4838  USGS QUAD   -  PERTH AMBOY (1981)
 KV4838
 KV4838                         *CURRENT SURVEY CONTROL
 KV4838  ___________________________________________________________________
 KV4838* NAD 83(1996)-  40 32 29.00130(N)    074 16 21.93126(W)     ADJUSTED  
 KV4838* NAVD 88     -                                                        
 KV4838  ___________________________________________________________________
 KV4838  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 KV4838  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KV4838
 KV4838  HORZ ORDER  -  THIRD
 KV4838
 KV4838.The horizontal coordinates were established by classical geodetic methods
 KV4838.and adjusted by the National Geodetic Survey in September 1999..
 KV4838
 KV4838
 KV4838.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4838
 KV4838.The geoid height was determined by GEOID03.
 KV4838
 KV4838;                    North         East     Units Scale Factor Converg.
 KV4838;SPC NJ       -   189,648.984   169,248.978   MT  0.99990456   +0 08 51.7
 KV4838;SPC NJ       -   622,206.71    555,277.69   sFT  0.99990456   +0 08 51.7
 KV4838;SPC NY L     -    41,647.123   276,892.894   MT  1.00000934   -0 10 42.3
 KV4838;SPC NY L     -   136,637.27    908,439.44   sFT  1.00000934   -0 10 42.3
 KV4838;UTM  18      - 4,488,102.999   561,584.334   MT  0.99964668   +0 28 21.8
 KV4838
 KV4838                          SUPERSEDED SURVEY CONTROL
 KV4838
 KV4838  NAD 83(1996)-  40 32 29.00115(N)    074 16 21.93148(W) AD(       ) 4
 KV4838  NAD 83(1986)-  40 32 29.00303(N)    074 16 21.92659(W) AD(       ) 4
 KV4838  NAD 27      -  40 32 28.62700(N)    074 16 23.40300(W) AD(       ) 3
 KV4838
 KV4838.Superseded values are not recommended for survey control.
 KV4838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4838.See file dsdata.txt to determine how the superseded data were derived.
 KV4838
 KV4838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6158488103(NAD 83)
 KV4838_MARKER: 53 = ELEVATED TANK
 KV4838
 KV4838  HISTORY     - Date     Condition        Report By
 KV4838  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4838
 KV4838                          STATION DESCRIPTION
 KV4838
 KV4838'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4838'THE FAIRLY PROMINENT TANK IN MAURER, E OF STATE STREET, IN THE
 KV4838'BARBER ASPHALT PLANT OF THE GENERAL ASPHALT COMPANY.  IT IS AN
 KV4838'ORDINARY TYPE, CONICAL-TOP, IRON TANK SUPPORTED BY AN IRON, SPIDER
 KV4838'FRAME.  ON THE S SIDE OF THE TANK, PRINTED IN WHITE LETTERS, IS
 KV4838'THE WORD GENASCO.
 KV4838'
 KV4838'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 150 FEET ABOVE
 KV4838'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2979 ***********************************************************************
 JU2979  DESIGNATION -  MAURICETOWN CHURCH STEEPLE
 JU2979  PID         -  JU2979
 JU2979  STATE/COUNTY-  NJ/CUMBERLAND
 JU2979  USGS QUAD   -  PORT ELIZABETH (1994)
 JU2979
 JU2979                         *CURRENT SURVEY CONTROL
 JU2979  ___________________________________________________________________
 JU2979* NAD 83(1996)-  39 17 05.12006(N)    074 59 40.47602(W)     ADJUSTED  
 JU2979* NAVD 88     -                                                        
 JU2979  ___________________________________________________________________
 JU2979  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 JU2979  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JU2979
 JU2979  HORZ ORDER  -  THIRD
 JU2979
 JU2979.The horizontal coordinates were established by classical geodetic methods
 JU2979.and adjusted by the National Geodetic Survey in September 1999..
 JU2979
 JU2979
 JU2979.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2979
 JU2979.The geoid height was determined by GEOID03.
 JU2979
 JU2979;                    North         East     Units Scale Factor Converg.
 JU2979;SPC NJ       -    50,226.956   107,333.020   MT  0.99992241   -0 18 47.4
 JU2979;SPC NJ       -   164,786.27    352,141.75   sFT  0.99992241   -0 18 47.4
 JU2979;SPC DE       -   142,703.238   236,417.011   MT  1.00001132   +0 16 02.1
 JU2979;SPC DE       -   468,185.54    775,644.81   sFT  1.00001132   +0 16 02.1
 JU2979;UTM  18      - 4,348,377.003   500,467.727   MT  0.99960000   +0 00 12.4
 JU2979
 JU2979                          SUPERSEDED SURVEY CONTROL
 JU2979
 JU2979  NAD 83(1991)-  39 17 05.10987(N)    074 59 40.47730(W) AD(       ) 4
 JU2979  NAD 83(1986)-  39 17 05.10351(N)    074 59 40.47948(W) AD(       ) 4
 JU2979  NAD 27      -  39 17 04.69500(N)    074 59 41.84700(W) AD(       ) 3
 JU2979
 JU2979.Superseded values are not recommended for survey control.
 JU2979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2979.See file dsdata.txt to determine how the superseded data were derived.
 JU2979
 JU2979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0046848377(NAD 83)
 JU2979_MARKER: 90 = CHURCH SPIRE
 JU2979
 JU2979  HISTORY     - Date     Condition        Report By
 JU2979  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU2979  HISTORY     - 1970     GOOD             NGS
 JU2979  HISTORY     - 19950129 GOOD             USPSQD
 JU2979
 JU2979                          STATION DESCRIPTION
 JU2979
 JU2979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU2979'STATION RECOVERED IN GOOD CONDITION.
 JU2979'
 JU2979'THE STATION IS THE POINTED WHITE STEEPLE ON THE MAURICETOWN
 JU2979'UNITED METHODIST CHURCH LOCATED AT THE INTERSECTION OF NOBLE AND
 JU2979'2ND STREET.
 JU2979
 JU2979                          STATION RECOVERY (1995)
 JU2979
 JU2979'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5440 ***********************************************************************
 KV5440  DESIGNATION -  MAX
 KV5440  PID         -  KV5440
 KV5440  STATE/COUNTY-  NJ/MIDDLESEX
 KV5440  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5440
 KV5440                         *CURRENT SURVEY CONTROL
 KV5440  ___________________________________________________________________
 KV5440* NAD 83(1996)-  40 27 32.01022(N)    074 23 32.64209(W)     ADJUSTED  
 KV5440* NAVD 88     -        32.7    (meters)     107.     (feet)  VERTCON   
 KV5440  ___________________________________________________________________
 KV5440  LAPLACE CORR-           5.37  (seconds)                    DEFLEC99
 KV5440  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KV5440
 KV5440  HORZ ORDER  -  SECOND
 KV5440
 KV5440.The horizontal coordinates were established by classical geodetic methods
 KV5440.and adjusted by the National Geodetic Survey in September 1999..
 KV5440
 KV5440.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5440
 KV5440.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5440
 KV5440.The geoid height was determined by GEOID03.
 KV5440
 KV5440;                    North         East     Units Scale Factor Converg.
 KV5440;SPC NJ       -   180,469.773   159,125.615   MT  0.99990102   +0 04 11.4
 KV5440;SPC NJ       -   592,091.25    522,064.62   sFT  0.99990102   +0 04 11.4
 KV5440;UTM  18      - 4,478,868.989   551,515.809   MT  0.99963267   +0 23 39.4
 KV5440
 KV5440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5440!SPC NJ       -   1.00000001  x   0.99990102  =   0.99990103
 KV5440!UTM  18      -   1.00000001  x   0.99963267  =   0.99963268
 KV5440
 KV5440:                Primary Azimuth Mark                     Grid Az
 KV5440:SPC NJ       -  RARITAN R MET CEMENT CO CHIM             004 56 57.6
 KV5440:UTM  18      -  RARITAN R MET CEMENT CO CHIM             004 37 29.6
 KV5440
 KV5440|---------------------------------------------------------------------|
 KV5440| PID    Reference Object                     Distance      Geod. Az  |
 KV5440|                                                           dddmmss.s |
 KV5440| KV5465 RARITAN R MET CEMENT CO CHIM        APPROX. 3.4 KM 0050109.0 |
 KV5440| KV5472 RARITAN R ANTIMONY PROD CHIM        APPROX. 3.5 KM 0101058.7 |
 KV5440| KV4854 RARITAN RIVER ARSENAL CHIMNEY       APPROX. 6.6 KM 0265159.8 |
 KV5440| KV5471 RARITAN RIVER BEACON 9              APPROX. 2.4 KM 0315545.4 |
 KV5440| KV5387 RARITAN RIVER BEACON 8              APPROX. 3.1 KM 0453601.4 |
 KV5440| KV5384 RARITAN RIVER BEACON 7              APPROX. 2.5 KM 0555013.3 |
 KV5440| KV5350 SAYREVILLE JER CEN PWR TALL TK      APPROX. 3.8 KM 0572347.8 |
 KV5440| KV5385 SAYREVILLE SAYRE BRICK SQ CHIM      APPROX. 2.5 KM 0582442.9 |
 KV5440| KV5349 SAYREVILLE SAYRE BRICK CHIMNEY      APPROX. 3.6 KM 0620550.9 |
 KV5440| KV5394 SAYREVILLE SAYRE BRK TALL CHIM      APPROX. 3.2 KM 0642502.1 |
 KV5440| KV5391 SAYREVILLE SAYRE BRICK WOOD TK      APPROX. 3.0 KM 0653538.3 |
 KV5440| KV5388 SAYREVILLE ST STANISLAUS CH         APPROX. 2.5 KM 0710701.3 |
 KV5440| KV5851 MAX RM 1                             20.792 METERS 07820     |
 KV5440| KV5364 SOUTH AMBOY STANDPIPE               APPROX. 8.9 KM 0784112.2 |
 KV5440| KV5354 SAYREVILLE TALL TANK                APPROX. 3.9 KM 0813605.9 |
 KV5440| KV5329 DUPONT CO PROC DEPT BLDG CHIM       APPROX. 5.4 KM 0873718.5 |
 KV5440| KV5330 DUPONT CO TALLER CHIMNEY            APPROX. 5.4 KM 0891146.9 |
 KV5440| KV5328 DUPONT CO TANK                      APPROX. 5.6 KM 0911144.1 |
 KV5440| KV5372 STANDPIPE SA                        APPROX. 7.0 KM 0935311.7 |
 KV5440| KV5368 PARLIN HERCULES POWDER TK 1         APPROX. 4.7 KM 0973350.2 |
 KV5440| KV5348 PARLIN HERCULES POWDER STACK        APPROX. 4.5 KM 0994659.6 |
 KV5440| KV5333 DAYTON HARDWOOD CO HALF TANK        APPROX. 6.8 KM 1014445.9 |
 KV5440| KV5389 SAYREVILLE NJ CLAY PROD CHIM        APPROX. 2.7 KM 1122407.2 |
 KV5440| KV5343 SOUTH RIVER SPANNING MILL STK       APPROX. 2.1 KM 1262147.0 |
 KV5440| KV5359 OLD BRIDGE WATER WKS TALL STK       APPROX. 5.9 KM 1280749.6 |
 KV5440| KV5358 OLD BRIDGE WATER WKS SMALL STK      APPROX. 5.8 KM 1282014.3 |
 KV5440| KV5470 SOUTH RIVER ST MARY CATH CH         APPROX. 1.6 KM 1283208.5 |
 KV5440| KV5345 SOUTH R ST PETER PAUL CATH CH       APPROX. 2.4 KM 1310519.0 |
 KV5440| CB5312 MAX RM 2                             15.322 METERS 23010     |
 KV5440| CB5313 MAX RM 3                             19.038 METERS 33239     |
 KV5440| KV4891 PISCATAWAY VILL WATER WKS TANK      APPROX. 5.3 KM 3512545.4 |
 KV5440| KV5424 NEW BRUNSWICK NJ GAS HOLDER         APPROX. 3.8 KM 3541449.1 |
 KV5440|---------------------------------------------------------------------|
 KV5440
 KV5440                          SUPERSEDED SURVEY CONTROL
 KV5440
 KV5440  NAD 83(1996)-  40 27 32.00962(N)    074 23 32.64354(W) AD(       ) 2
 KV5440  NAD 83(1986)-  40 27 32.01081(N)    074 23 32.64371(W) AD(       ) 2
 KV5440  NAD 27      -  40 27 31.63200(N)    074 23 34.10400(W) AD(       ) 2
 KV5440  NGVD 29 (09/27/88)   33.0    (m)          108.     (f) GPS OBS        
 KV5440
 KV5440.Superseded values are not recommended for survey control.
 KV5440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5440.See file dsdata.txt to determine how the superseded data were derived.
 KV5440
 KV5440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5151678869(NAD 83)
 KV5440_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV5440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV5440_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5440+STABILITY: SURFACE MOTION
 KV5440
 KV5440  HISTORY     - Date     Condition        Report By
 KV5440  HISTORY     - 1932     MONUMENTED       CGS
 KV5440  HISTORY     - 1933     GOOD             CGS
 KV5440  HISTORY     - 1937     GOOD             CGS
 KV5440  HISTORY     - 1980     MARK NOT FOUND   LOCENG
 KV5440  HISTORY     - 1985     GOOD             LOCSUR
 KV5440
 KV5440                          STATION DESCRIPTION
 KV5440
 KV5440'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5440'THIS STATION IS S OF THE RARITAN RIVER AND APPROXIMATELY 1 MILE
 KV5440'WSW OF THE JUNCTURE OF SOUTH RIVER AND WASHINGTON CANAL, LOCATED
 KV5440'IN THE CENTER OF A RECTANGULAR PASTURE ATOP A HILL APPROXIMATELY
 KV5440'100 YARDS E OF THE OLD BRIDGE-NEW BRUNSWICK ROAD AND APPROXIMATELY
 KV5440'300 YARDS N OF THE JUNCTURE OF THIS ROAD AND THE MAIN ROAD INTO
 KV5440'THE TOWN OF SOUTH RIVER.  THIS STATION IS ON THE HIGHEST GROUND
 KV5440'IN THE VICINITY 20 METERS S OF THE BLUFF OVERLOOKING THE
 KV5440'NATIONAL FIREPROOFING COMPANYS PLANT AND 14.9 METERS S OF THE
 KV5440'CENTER LINE OF A SMALL FOOTPATH.
 KV5440'
 KV5440'CENTER IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KV5440'(STAMPED MAX 1932) SET IN THE FLAT-TOP OF A 3-FOOT
 KV5440'TRUNCATED-CONICAL CONCRETE MONUMENT OF 12-INCH TOP DIAMETER WHICH
 KV5440'PROJECTS 6 INCHES ABOVE GROUND.
 KV5440'
 KV5440'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 KV5440'CONCRETE.
 KV5440'
 KV5440'THREE REFERENCE MARKS WERE SET IN SIMILAR FORMS AS
 KV5440'FOLLOWS--REFERENCE MARK NO.1 TO THE E TOWARD THE PROMINENT
 KV5440'SAYREVILLE WATER TANK.  REFERENCE MARK NO.2 TO THE S AND BELOW THE
 KV5440'CENTER MARK.  REFERENCE MARK NO.3 TO THE W AND BELOW THE CENTER
 KV5440'MARK.  THESE MARKS ARE NUMBERED AND HAVE A REFERENCE CROSS FILLED
 KV5440'WITH NEAT BLACK CEMENT.  THE LONGER BAR OF THE CROSS POINTS
 KV5440'TOWARD THE CENTER MARK.  (SHOULD A CROSS-INTERSECTION BE SO
 KV5440'DEFACED AS TO BE RENDERED INDEFINITE THE EXACT REFERENCE MARK
 KV5440'CENTER MAY BE RECOVERED BY COLD-CHISELLING ABOUT 1 INCH BELOW
 KV5440'THE MONUMENT SURFACE TO A 1/4-INCH ROUND BRASS ROD WHICH
 KV5440'EXTENDS VERTICALLY DOWNWARD 8 INCHES INTO THE MONUMENT).
 KV5440'
 KV5440'THERE IS GOOD FOOTING FOR CENTRAL TRIPOD SET-UPS.  A 35-FOOT
 KV5440'OBSERVING TOWER IS NECESSARY TO OBTAIN CLEARANCE TO WESTERLY
 KV5440'STATIONS.
 KV5440'
 KV5440'HEIGHT OF SIGNAL ABOVE STATION MARK - 12 METERS.
 KV5440
 KV5440                          STATION RECOVERY (1933)
 KV5440
 KV5440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV5440'RECOVERED (IN GOOD CONDITION) AS ORIGINALLY DESCRIBED, WITH THE
 KV5440'FOLLOWING EXCEPTIONS--
 KV5440'
 KV5440'THE STATION MONUMENT IS DOME-TOPPED.  IT IS APPROXIMATELY 200
 KV5440'METERS E OF THE OLD BRIDGE - NEW BRUNSWICK ROAD.
 KV5440
 KV5440                          STATION RECOVERY (1937)
 KV5440
 KV5440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (AS)
 KV5440'LETTER OF MR. ANTON SCHAFFER, 527 HIGH STREET, PERTH AMBOY,
 KV5440'N.J., 10/12/37.
 KV5440'
 KV5440'I HAVE VISITED SUPER, HOS, AND MAX ALL OF WHICH ARE IN GOOD
 KV5440'CONDITION.
 KV5440
 KV5440                          STATION RECOVERY (1980)
 KV5440
 KV5440'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (FRP)
 KV5440'NOT FOUND - PROBABLY DESTROYED.
 KV5440
 KV5440                          STATION RECOVERY (1985)
 KV5440
 KV5440'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (AXH)
 KV5440'THE STATION WAS RECOVERED AT THIS DATE.
 KV5440'THE STATION MARK WAS UNUSABLE AS A GPS STATION DUE TO
 KV5440'THE SURROUNDING STRUCTURES.  MAX 1932 RM 1 WAS OCCUPIED.
 KV5440'
 KV5440'DESCRIBED BY -- LOUIS MARCHUK, NJDGS, FROM INFORMATION SUBMITTED
 KV5440'BY GEO/HYDRO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5851 ***********************************************************************
 KV5851  DESIGNATION -  MAX RM 1
 KV5851  PID         -  KV5851
 KV5851  STATE/COUNTY-  NJ/MIDDLESEX
 KV5851  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5851
 KV5851                         *CURRENT SURVEY CONTROL
 KV5851  ___________________________________________________________________
 KV5851* NAD 83(1996)-  40 27 32.14648(N)    074 23 31.77782(W)     ADJUSTED  
 KV5851* NAVD 88     -        33.08   (+/-2cm)     108.5    (feet)  VERTCON   
 KV5851  ___________________________________________________________________
 KV5851  X           -   1,307,535.894 (meters)                     COMP
 KV5851  Y           -  -4,680,594.696 (meters)                     COMP
 KV5851  Z           -   4,116,891.108 (meters)                     COMP
 KV5851  LAPLACE CORR-           5.37  (seconds)                    DEFLEC99
 KV5851  ELLIP HEIGHT-           0.31  (meters)          (10/23/02) GPS OBS
 KV5851  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KV5851
 KV5851  HORZ ORDER  -  FIRST
 KV5851  VERT ORDER  -  THIRD ? (See Below)
 KV5851  ELLP ORDER  -  FOURTH    CLASS I
 KV5851
 KV5851.The horizontal coordinates were established by GPS observations
 KV5851.and adjusted by the National Geodetic Survey in May 1999..
 KV5851
 KV5851.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5851.The vertical order pertains to the NGVD 29 superseded value.
 KV5851
 KV5851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5851
 KV5851.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5851
 KV5851.The ellipsoidal height was determined by GPS observations
 KV5851.and is referenced to NAD 83.
 KV5851
 KV5851.The geoid height was determined by GEOID03.
 KV5851
 KV5851;                    North         East     Units Scale Factor Converg.
 KV5851;SPC NJ       -   180,474.000   159,145.971   MT  0.99990103   +0 04 11.9
 KV5851;SPC NJ       -   592,105.11    522,131.41   sFT  0.99990103   +0 04 11.9
 KV5851;UTM  18      - 4,478,873.331   551,536.135   MT  0.99963269   +0 23 40.0
 KV5851
 KV5851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5851!SPC NJ       -   0.99999995  x   0.99990103  =   0.99990098
 KV5851!UTM  18      -   0.99999995  x   0.99963269  =   0.99963264
 KV5851
 KV5851                          SUPERSEDED SURVEY CONTROL
 KV5851
 KV5851  ELLIP H (05/14/99)    0.32   (m)                       GP(       ) 4 1
 KV5851  NAD 83(1996)-  40 27 32.14587(N)    074 23 31.77923(W) AD(       ) 1
 KV5851  NAD 83(1986)-  40 27 32.14709(N)    074 23 31.77907(W) AD(       ) 1
 KV5851  NGVD 29 (09/27/88)   33.38   (m)          109.5    (f) LEVELING    3  
 KV5851
 KV5851.Superseded values are not recommended for survey control.
 KV5851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5851.See file dsdata.txt to determine how the superseded data were derived.
 KV5851
 KV5851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5153678873(NAD 83)
 KV5851_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV5851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV5851_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5851+STABILITY: SURFACE MOTION
 KV5851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5851+SATELLITE: SATELLITE OBSERVATIONS - 1985
 KV5851
 KV5851  HISTORY     - Date     Condition        Report By
 KV5851  HISTORY     - 1932     MONUMENTED       CGS
 KV5851  HISTORY     - 1985     GOOD             GEOHYD
 KV5851
 KV5851                          STATION DESCRIPTION
 KV5851
 KV5851'DESCRIBED BY GEO-HYDRO INCORPORATED 1985 (AXH)
 KV5851'THE STATION WAS RECOVERED AT THIS DATE.  THE STATION WAS
 KV5851'USED AS A GPS STATION BY GEO/HYDRO.  MR. RALPH G POUST
 KV5851'OF THE NATIONAL GEODETIC SURVEY, DETERMINED A POSITION OF THE
 KV5851'STATION BECAUSE MAX 1933 WAS UNUSABLE BECAUSE OF SURROUNDING
 KV5851'OBSTRUCTIONS.
 KV5851'
 KV5851'DESCRIBED BY -- LOUIS MARCHUK, NJ DOT GEODETIC SURVEY (NJDGS),
 KV5851'FROM INFORMATION SUBMITTED BY GEO/HYDRO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0437 ***********************************************************************
 JU0437  DESIGNATION -  MAY
 JU0437  PID         -  JU0437
 JU0437  STATE/COUNTY-  NJ/CAPE MAY
 JU0437  USGS QUAD   -  STONE HARBOR (1972)
 JU0437
 JU0437                         *CURRENT SURVEY CONTROL
 JU0437  ___________________________________________________________________
 JU0437* NAD 83(1996)-  39 04 43.19759(N)    074 48 13.91811(W)     ADJUSTED  
 JU0437* NAVD 88     -         0.999  (meters)       3.28   (feet)  ADJUSTED  
 JU0437  ___________________________________________________________________
 JU0437  X           -   1,299,558.712 (meters)                     COMP
 JU0437  Y           -  -4,784,446.622 (meters)                     COMP
 JU0437  Z           -   3,999,078.661 (meters)                     COMP
 JU0437  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 JU0437  ELLIP HEIGHT-         -34.20  (meters)          (10/23/02) GPS OBS
 JU0437  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 JU0437  DYNAMIC HT  -           0.998 (meters)       3.27  (feet)  COMP
 JU0437  MODELED GRAV-     980,064.6   (mgal)                       NAVD 88
 JU0437
 JU0437  HORZ ORDER  -  FIRST
 JU0437  VERT ORDER  -  FIRST     CLASS II
 JU0437  ELLP ORDER  -  FOURTH    CLASS I
 JU0437
 JU0437.The horizontal coordinates were established by GPS observations
 JU0437.and adjusted by the National Geodetic Survey in May 1999..
 JU0437
 JU0437.The orthometric height was determined by differential leveling
 JU0437.and adjusted by the National Geodetic Survey in March 2001..
 JU0437.No vertical observational check was made to the station.
 JU0437
 JU0437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0437
 JU0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0437
 JU0437.The ellipsoidal height was determined by GPS observations
 JU0437.and is referenced to NAD 83.
 JU0437
 JU0437.The geoid height was determined by GEOID03.
 JU0437
 JU0437.The dynamic height is computed by dividing the NAVD 88
 JU0437.geopotential number by the normal gravity value computed on the
 JU0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0437.degrees latitude (g = 980.6199 gals.).
 JU0437
 JU0437.The modeled gravity was interpolated from observed gravity values.
 JU0437
 JU0437;                    North         East     Units Scale Factor Converg.
 JU0437;SPC NJ       -    27,276.743   123,708.945   MT  0.99990851   -0 11 29.6
 JU0437;SPC NJ       -    89,490.45    405,868.43   sFT  0.99990851   -0 11 29.6
 JU0437;UTM  18      - 4,325,524.597   516,964.759   MT  0.99960354   +0 07 25.1
 JU0437
 JU0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0437!SPC NJ       -   1.00000537  x   0.99990851  =   0.99991388
 JU0437!UTM  18      -   1.00000537  x   0.99960354  =   0.99960890
 JU0437
 JU0437:                Primary Azimuth Mark                     Grid Az
 JU0437:SPC NJ       -  ATLANTIC CITY S CONSOLAN TOWER           033 30 52.1
 JU0437:UTM  18      -  ATLANTIC CITY S CONSOLAN TOWER           033 11 57.4
 JU0437
 JU0437|---------------------------------------------------------------------|
 JU0437| PID    Reference Object                     Distance      Geod. Az  |
 JU0437|                                                           dddmmss.s |
 JU0437| JU2942 ATLANTIC CITY S CONSOLAN TOWER      APPROX. 6.1 KM 0331922.5 |
 JU0437| JU0438 MAY RM 2                             19.005 METERS 12444     |
 JU0437| AH8992 MAY RM 3                             17.975 METERS 19510     |
 JU0437| CB2255 MAY RM 1                             37.754 METERS 19526     |
 JU0437|---------------------------------------------------------------------|
 JU0437
 JU0437                          SUPERSEDED SURVEY CONTROL
 JU0437
 JU0437  ELLIP H (05/14/99)  -34.21   (m)                       GP(       ) 4 1
 JU0437  NAD 83(1992)-  39 04 43.19704(N)    074 48 13.91756(W) AD(       ) 1
 JU0437  ELLIP H (03/31/93)  -34.30   (m)                       GP(       ) 3 2
 JU0437  NAD 83(1991)-  39 04 43.17565(N)    074 48 13.91928(W) AD(       ) 3
 JU0437  NAD 83(1986)-  39 04 43.17464(N)    074 48 13.92022(W) AD(       ) 3
 JU0437  NAD 27      -  39 04 42.76400(N)    074 48 15.32100(W) AD(       ) 3
 JU0437  NAVD 88 (06/15/91)    1.012  (m)            3.32   (f) UNKNOWN     1 2
 JU0437  NGVD 29 (04/16/92)    1.411  (m)            4.63   (f) ADJUSTED    1 2
 JU0437
 JU0437.Superseded values are not recommended for survey control.
 JU0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0437.See file dsdata.txt to determine how the superseded data were derived.
 JU0437
 JU0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1696525525(NAD 83)
 JU0437_MARKER: DS = TRIANGULATION STATION DISK
 JU0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0437_SP_SET: CONCRETE POST
 JU0437_STAMPING: MAY 1936
 JU0437_MARK LOGO: CGS   
 JU0437_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0437+STABILITY: SURFACE MOTION
 JU0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0437+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1997
 JU0437
 JU0437  HISTORY     - Date     Condition        Report By
 JU0437  HISTORY     - 1936     MONUMENTED       CGS
 JU0437  HISTORY     - 1937     GOOD             CGS
 JU0437  HISTORY     - 1961     GOOD             CGS
 JU0437  HISTORY     - 1970     GOOD             NGS
 JU0437  HISTORY     - 1974     GOOD             NGS
 JU0437  HISTORY     - 1979     GOOD             NGS
 JU0437  HISTORY     - 19901012 GOOD             NJGS
 JU0437  HISTORY     - 19930710 GOOD             NJHA
 JU0437  HISTORY     - 19940830 GOOD             NJGS
 JU0437  HISTORY     - 19970815 GOOD             NJGS
 JU0437
 JU0437                          STATION DESCRIPTION
 JU0437
 JU0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU0437'ON THE NE SIDE OF ROAD LEADING TO STONE HARBOR, 2.5 MILES NW OF
 JU0437'NW END OF BRIDGE TO STONE HARBOR AND 27 METERS NE OF CENTER
 JU0437'LINE OF HIGHWAY, IN EDGE OF BRUSH LINE.
 JU0437'
 JU0437'STATION IS MARKED, AS DESCRIBED IN NOTE 1A, BY A STANDARD
 JU0437'DISK, STAMPED MAY 1936, SET IN THE TOP OF A CONCRETE MONUMENT
 JU0437'WHICH PROJECTS 4 INCHES ABOVE GROUND.
 JU0437'
 JU0437'REFERENCE MARK NO.1, ON SE SIDE OF ROAD FILL, IS MARKED, AS
 JU0437'DESCRIBED IN NOTE 11A, BY A STANDARD DISK, STAMPED MAY NO.1 1936,
 JU0437'SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 JU0437'ABOVE GROUND.
 JU0437'
 JU0437'REFERENCE MARK NO. 2, NE OF STATION IN EDGE OF BRUSH LINE, IS
 JU0437'MARKED, AS DESCRIBED IN NOTE 11A, BY A STANDARD DISK, STAMPED
 JU0437'NO. 2 MAY 1936, SET IN THE TOP OF A CONCRETE MONUMENT WHICH
 JU0437'PROJECTS 4 INCHES ABOVE GROUND.
 JU0437
 JU0437                          STATION RECOVERY (1937)
 JU0437
 JU0437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU0437'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 JU0437'CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT THE STATION
 JU0437'IS 15 PACES N OF POWER LINE POLE NO.9015.
 JU0437
 JU0437                          STATION RECOVERY (1961)
 JU0437
 JU0437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JU0437'1 MI SE FROM CAPE MAY COURT HOUSE.
 JU0437'0.95 MILE SOUTHEAST ON STONE HARBOR BOULEVARD FROM THE JUNCTION
 JU0437'WITH U.S. HIGHWAY 9 IN CAPE MAY COURT HOUSE.  91.6 FEET NORTHEAST
 JU0437'OF THE CENTER LINE OF STONE HARBOR BOULEVARD, 62.4 FEET NORTHWEST
 JU0437'OF MAY NO. 2 AND 49 FEET NORTH OF POWER LINE POLE NO. 9051, 3
 JU0437'FEET BELOW THE LEVEL OF THE ROAD.  SET IN THE TOP OF A CONCRETE
 JU0437'POST PROJECTING 4 INCHES.
 JU0437
 JU0437                          STATION RECOVERY (1970)
 JU0437
 JU0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU0437'STATION MARK AND RM 2 WERE RECOVERED IN GOOD CONDITION.  RM 1
 JU0437'WAS NOT FOUND.  IT WAS PROBABLY DESTROYED BY ROAD CONSTRUCTION.  A
 JU0437'NEW DESCRIPTION AS FOLLOWS--STATION IS LOCATED 3.0 MILES WEST
 JU0437'OF THE POST OFFICE IN STONE HARBOR ALONG HIGHWAY CONNECTING
 JU0437'STONE HARBOR AND CAPE MAY COURTHOUSE AND 1.3 MILES WEST OF THE
 JU0437'WESTERN END OF THE 2ND BRIDGE.  IT IS 192.0 FEET NORTH OF THE
 JU0437'NORTHWESTERLY CORNER OF A TWO-STORY HOUSE 70 OWNED BY
 JU0437'MR. VITIELLO, 94.0 FEET NORTH OF THE CENTERLINE OF THE
 JU0437'HIGHWAY, 49.0 FEET NORTH OF POWER POLE 9015 AND IN THE EDGE OF
 JU0437'THE EXTREMELY TALL MARSH GRASS.  STATION IS MARKED BY A
 JU0437'STANDARD DISK, STAMPED MAY 1936 SET IN THE TOP OF AN 8 INCH
 JU0437'SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
 JU0437'
 JU0437'RM 2 IS NORTHEAST OF THE STATION IN THE TALL GRASS AND REEDS,
 JU0437'95.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 70.5 FEET
 JU0437'NORTHEAST OF POWER POLE 9015.  IT IS MARKED BY A STANDARD
 JU0437'REFERENCE MARK DISK, STAMPED MAY NO 2 1936 SET IN THE TOP OF AN
 JU0437'8 INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
 JU0437'
 JU0437'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU0437'3.0 MILES WEST STONE HARBOR.
 JU0437
 JU0437                          STATION RECOVERY (1974)
 JU0437
 JU0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU0437'UNABLE TO MEASURE BETWEEN RMS
 JU0437'
 JU0437'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND
 JU0437'IN GOOD CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND BELIEVED
 JU0437'DESTROYED BY ROAD CONSTRUCTION.  A NEW REFERENCE MARK 3 WAS
 JU0437'ESTABLISHED AT THIS DATE.  THERE HAS NEVER BEEN A AZIMUTH MARK
 JU0437'AT THIS STATION, THERE ARE SEVERAL INTERSECTION STATIONS VISIBLE
 JU0437'FROM THE GROUND WHICH MAY BE USED AS AN AZIMUTH.  A SHORTER
 JU0437'DISTANCE OF 0.07 FOOT WAS NOTED TO REFERENCE MARK 2 AND THE
 JU0437'DIFFERENCE IS CONTRIBUTED TO THE VERY SOFT MARSH LAND IN THE
 JU0437'AREA OF THE STATION.
 JU0437'
 JU0437'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU0437'
 JU0437'THE STATION IS LOCATED 15 AIRLINE MILES SOUTHWEST OF ATLANTIC
 JU0437'CITY, 7 MILES NORTHEAST OF CAPE MAY, 2 MILES NORTHWEST OF THE
 JU0437'SHORE LINE AND 1-1/2 MILES NORTHWEST OF STONE HARBOR.
 JU0437'
 JU0437'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 9 AND STATE
 JU0437'HIGHWAY 585 AT CAPE MAY COURTHOUSE WHICH IS ALONG STONE HARBOR
 JU0437'BOULEVARD.  GO SOUTHEAST ON STONE HARBOR BOULEVARD FOR 1.0 MILE
 JU0437'TO A TWO STORY HOUSE NUMBERED 70 ON THE RIGHT AND THE STATION
 JU0437'ON THE LEFT.
 JU0437'
 JU0437'THE STATION MARK IS A STANDARD DISK STAMPED MAY 1936, SET IN
 JU0437'THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JU0437'6-INCHES.  IT IS 195 FEET NORTH OF THE HOUSE NUMBERED 70, 92
 JU0437'FEET NORTHEAST OF THE CENTER OF STONE HARBOR BOULEVARD, 49 FEET
 JU0437'NORTHEAST OF A POWERLINE POLE NUMBERED 9015 AND 0.5 FOOT
 JU0437'SOUTHWEST OF A WITNESS POST.  (NOTE 1A)
 JU0437'
 JU0437'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MAY NO 2 1936, SET
 JU0437'IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JU0437'4-INCHES.  IT IS 95.5 FEET NORTHEAST OF THE CENTER OF STONE
 JU0437'HARBOR BOULEVARD, 70.5 FEET NORTHEAST OF THE POWERLINE POLE
 JU0437'NUMBERED 9015 AND 62.5 FEET SOUTHEAST OF THE WITNESS
 JU0437'POST.  (NOTE 11A)
 JU0437'
 JU0437'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MAY 1936 NO 3 1974,
 JU0437'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS
 JU0437'FLUSH WITH THE SURFACE.  IT IS 59.3 FEET SOUTH OF THE WITNESS
 JU0437'POST, 37.6 FEET NORTHEAST OF THE CENTER OF STONE HARBOR
 JU0437'BOULEVARD AND 11.4 FEET SOUTHEAST OF THE POWERLINE POLE
 JU0437'NUMBERED 9015.  (NOTE 11B)
 JU0437'
 JU0437'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU0437'1 MILE EAST OF CAPE MAY COURTHOUSE.
 JU0437
 JU0437                          STATION RECOVERY (1979)
 JU0437
 JU0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0437'RECOVERED IN GOOD CONDITION.
 JU0437
 JU0437                          STATION RECOVERY (1990)
 JU0437
 JU0437'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0437'THE STATION IS LOCATED IN THE MARSH ON THE NORTHEAST SIDE OF COUNTY
 JU0437'ROAD 629, STONE HARBOR BOULEVARD, IN CAPE MAY COURT HOUSE. TO REACH
 JU0437'THE STATION FROM THE JUNCTION OF ROUTE 629 AND THE GARDEN STATE
 JU0437'PARKWAY AT INTERCHANGE 10, GO 0.8 MI (1.3 KM) SOUTHEAST ON ROUTE 629
 JU0437'TO A 2 STORY HOUSE, NUMBER 611, ON THE RIGHT AND THE STATION ON THE
 JU0437'LEFT. THE STATION AND REFERENCE MARKS 2 AND 3 WERE RECOVERED AT THIS
 JU0437'TIME. THE STATION IS SET IN THE TOP OF A 0.2 M (0.7 FT) SQUARE
 JU0437'CONCRETE MONUMENT, PROJECTING 0.15 M (0.49 FT) IN HIGH MARSH GRASS,
 JU0437'15.1 M (49.5 FT) NORTHEAST OF POLE NUMBER 9015, 28.2 M (92.5 FT)
 JU0437'NORTHEAST OF THE ROUTE 629 CENTERLINE, 18.0 M (59.1 FT) NORTH OF RM 3
 JU0437'AND 59.4 M (194.9 FT) NORTH OF THE NORTHWEST CORNER OF HOUSE NUMBER
 JU0437'611. RM 2 IS A STANDARD DISK, STAMPED MAY NO.2 1936, SET IN THE TOP
 JU0437'OF A 0.2 M (0.7 FT) SQUARE CONCRETE MONUMENT PROJECTING 0.1 M
 JU0437'(0.3 FT) IN HIGH MARSH GRASS, 29.1 M (95.5 FT) NORTHEAST OF THE ROUTE
 JU0437'629 CENTERLINE AND 21.6 M (70.9 FT) NORTHEAST OF POLE NUMBER 9015.
 JU0437'RM 3 IS A STANDARD DISK, STAMPED MAY 1936 NO.3 1974, SET IN A 0.8 FT
 JU0437'(0.2 M) ROUND CONCRETE MONUMENT FLUSH WITH THE MARSH, 15.1 M
 JU0437'(49.5 FT) NORTHEAST OF POLE NUMBER 9015 AND 3.75 M (12.30 FT) NORTH
 JU0437'NORTHWEST OF AN UNDERGROUND CABLE WARNING SIGN AND POST.
 JU0437
 JU0437                          STATION RECOVERY (1993)
 JU0437
 JU0437'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 JU0437'RECOVERED IN GOOD CONDITION.
 JU0437
 JU0437                          STATION RECOVERY (1994)
 JU0437
 JU0437'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU0437'THE STATION IS LOCATED IN MIDDLE TOWNSHIP IN THE MARSH ON THE
 JU0437'NORTHEAST SIDE OF COUNTY ROAD 629, STONE HARBOR BOULEVARD.  TO REACH
 JU0437'THE STATION FROM THE JUNCTION OF COUNTY ROAD 629 AND THE GARDEN STATE
 JU0437'PARKWAY AT INTERCHANGE 10, GO 0.8 MI (1.3 KM) SOUTHEAST ON COUNTY ROAD
 JU0437'629 TO A 2 STORY HOUSE, NUMBER 611, ON THE RIGHT AND THE STATION ON
 JU0437'THE LEFT.  THE STATION IS 15.1 M (49.5 FT) NORTHEAST FROM POLE NUMBER
 JU0437'9015, 28.2 M (92.5 FT) NORTHEAST FROM THE CENTERLINE OF COUNTY ROAD
 JU0437'629, 18.0 M (59.1 FT) NORTH FROM REFERENCE MARK NUMBER 3 AND 59.4 M
 JU0437'(194.9 FT) NORTH FROM THE NORTHWEST CORNER OF HOUSE NUMBER 611.  THE
 JU0437'STATION PROJECTS ABOUT 0.15 M (0.49 FT) ABOVE THE GROUND.
 JU0437
 JU0437                          STATION RECOVERY (1997)
 JU0437
 JU0437'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU0437'RECOVERED AS DESCRIBED IN THE 1994 DESCRIPTION WITH THE FOLLOWING
 JU0437'CHANGE.  STONE HARBOR BOULEVARD IS NOW POSTED AS COUNTY ROAD 657.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0510 ***********************************************************************
 JU0510  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0510  DESIGNATION -  MAY
 JU0510  PID         -  JU0510
 JU0510  STATE/COUNTY-  NJ/ATLANTIC
 JU0510  USGS QUAD   -  MAYS LANDING (1989)
 JU0510
 JU0510                         *CURRENT SURVEY CONTROL
 JU0510  ___________________________________________________________________
 JU0510* NAD 83(1996)-  39 26 59.51776(N)    074 43 26.81047(W)     ADJUSTED  
 JU0510* NAVD 88     -         2.234  (meters)       7.33   (feet)  ADJUSTED  
 JU0510  ___________________________________________________________________
 JU0510  X           -   1,299,345.854 (meters)                     COMP
 JU0510  Y           -  -4,757,474.443 (meters)                     COMP
 JU0510  Z           -   4,030,986.927 (meters)                     COMP
 JU0510  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 JU0510  ELLIP HEIGHT-         -31.64  (meters)          (10/23/02) GPS OBS
 JU0510  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JU0510  DYNAMIC HT  -           2.233 (meters)       7.33  (feet)  COMP
 JU0510  MODELED GRAV-     980,121.8   (mgal)                       NAVD 88
 JU0510
 JU0510  HORZ ORDER  -  FIRST
 JU0510  VERT ORDER  -  FIRST     CLASS II
 JU0510  ELLP ORDER  -  FOURTH    CLASS I
 JU0510
 JU0510.The horizontal coordinates were established by GPS observations
 JU0510.and adjusted by the National Geodetic Survey in May 1999..
 JU0510
 JU0510.The orthometric height was determined by differential leveling
 JU0510.and adjusted by the National Geodetic Survey in January 1994..
 JU0510
 JU0510.This Tidal Bench Mark is designated as VM 2688
 JU0510.by the Center for Operational Oceanographic Products and Services.
 JU0510
 JU0510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0510
 JU0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0510
 JU0510.The ellipsoidal height was determined by GPS observations
 JU0510.and is referenced to NAD 83.
 JU0510
 JU0510.The geoid height was determined by GEOID03.
 JU0510
 JU0510.The dynamic height is computed by dividing the NAVD 88
 JU0510.geopotential number by the normal gravity value computed on the
 JU0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0510.degrees latitude (g = 980.6199 gals.).
 JU0510
 JU0510.The modeled gravity was interpolated from observed gravity values.
 JU0510
 JU0510;                    North         East     Units Scale Factor Converg.
 JU0510;SPC NJ       -    68,463.469   130,711.265   MT  0.99990458   -0 08 32.7
 JU0510;SPC NJ       -   224,617.23    428,841.88   sFT  0.99990458   -0 08 32.7
 JU0510;UTM  18      - 4,366,736.947   523,737.454   MT  0.99960694   +0 10 31.1
 JU0510
 JU0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0510!SPC NJ       -   1.00000496  x   0.99990458  =   0.99990954
 JU0510!UTM  18      -   1.00000496  x   0.99960694  =   0.99961190
 JU0510
 JU0510|---------------------------------------------------------------------|
 JU0510| PID    Reference Object                     Distance      Geod. Az  |
 JU0510|                                                           dddmmss.s |
 JU0510| JU0509 MAY RM 1                             24.235 METERS 06956     |
 JU0510| JU2830 MCKEE TOWN                          APPROX. 9.3 KM 0975438.7 |
 JU0510| JU2891 EAST TOWER                          APPROX. 2.9 KM 1575100.5 |
 JU0510| JU2892 WEST TOWER                          APPROX. 2.8 KM 1633643.0 |
 JU0510| JU0511 MAY RM 2                             26.742 METERS 18811     |
 JU0510| JU2889 WATER                               APPROX. 1.6 KM 2011531.1 |
 JU0510| JU0512 MAY AZ MK                                          2481912.3 |
 JU0510| JU2886 WESTERNMOST OF TWIN TANKS           APPROX. 1.2 KM 2863233.9 |
 JU0510| JU2887 EASTERNMOST OF TWIN TANKS           APPROX. 1.2 KM 2863519.3 |
 JU0510| JU2893 MAYS LANDING STANDPIPE              354.714 METERS 35659     |
 JU0510|---------------------------------------------------------------------|
 JU0510
 JU0510                          SUPERSEDED SURVEY CONTROL
 JU0510
 JU0510  ELLIP H (05/14/99)  -31.60   (m)                       GP(       ) 4 1
 JU0510  NAD 83(1992)-  39 26 59.51689(N)    074 43 26.80978(W) AD(       ) 1
 JU0510  ELLIP H (03/31/93)  -31.68   (m)                       GP(       ) 3 2
 JU0510  NAD 83(1986)-  39 26 59.50832(N)    074 43 26.81011(W) AD(       ) 2
 JU0510  NAD 27      -  39 26 59.09000(N)    074 43 28.22200(W) AD(       ) 2
 JU0510  NAVD 88 (06/15/91)    2.243  (m)            7.36   (f) UNKNOWN     1 2
 JU0510  NGVD 29 (01/10/92)    2.619  (m)            8.59   (f) ADJUSTED    1 2
 JU0510
 JU0510.Superseded values are not recommended for survey control.
 JU0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0510.See file dsdata.txt to determine how the superseded data were derived.
 JU0510
 JU0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2373766737(NAD 83)
 JU0510_MARKER: DS = TRIANGULATION STATION DISK
 JU0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0510_SP_SET: CONCRETE POST
 JU0510_STAMPING: MAY 1935
 JU0510_MARK LOGO: CGS   
 JU0510_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0510+STABILITY: SURFACE MOTION
 JU0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0510+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 JU0510
 JU0510  HISTORY     - Date     Condition        Report By
 JU0510  HISTORY     - 1935     MONUMENTED       CGS
 JU0510  HISTORY     - 1952     GOOD             CGS
 JU0510  HISTORY     - 1961     GOOD             CGS
 JU0510  HISTORY     - 1974     GOOD             NGS
 JU0510  HISTORY     - 1981     GOOD             LOCENG
 JU0510  HISTORY     - 1982     GOOD             USPSQD
 JU0510  HISTORY     - 1982     GOOD             LOCSUR
 JU0510  HISTORY     - 19900713 GOOD             NJGS
 JU0510  HISTORY     - 19900713 GOOD             NJGS
 JU0510  HISTORY     - 19920501 GOOD             USPSQD
 JU0510  HISTORY     - 19930603 GOOD             NJGS
 JU0510  HISTORY     - 20001031 GOOD             USE
 JU0510  HISTORY     - 20040803 GOOD             NJDEP
 JU0510
 JU0510                          STATION DESCRIPTION
 JU0510
 JU0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU0510'THE STATION IS LOCATED IN THE SOUTHERN PART OF MAYS LANDING,
 JU0510'BEHIND NEWCOMB GARAGE AND FILLING STATION, ON A GRAVEL LOT,
 JU0510'APPROXIMATELY 100 YARDS SW OF AN ATLANTIC ICE HOUSE, ABOUT 85
 JU0510'YARDS SSW OF NEWCOMB GARAGE (A STONE BUILDING), 32 PACES NNW OF
 JU0510'THE EDGE OF A BULKHEAD, 15 PACES N OF THE CENTER LINE OF A
 JU0510'CONCRETE ROAD, AND 11 PACES NW OF THE CENTER OF A HIGHWAY
 JU0510'STORM DRAIN.  THE MARK PROJECTS 6 INCHES AND IS STAMPED MAY
 JU0510'1935.
 JU0510'
 JU0510'TO REACH THE STATION FROM WHERE U.S. HIGHWAY NO. 40 AND
 JU0510'HIGHWAY NO. 48 CROSS THE GREAT EGG HARBOR RIVER JUST S OF MAYS
 JU0510'LANDING, GOING TOWARD MAYS LANDING TURN RIGHT (NE) ON THE N
 JU0510'SIDE OF THE RIVER ON A CONCRETE ROAD THAT PARALLELS A BODY OF
 JU0510'WATER AND GO 0.25 MILE TO THE STATION ON THE LEFT ON A GRAVEL
 JU0510'LOT.
 JU0510'
 JU0510'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 JU0510'STANDARD BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES
 JU0510'1A, 7A AND 11A.
 JU0510'
 JU0510'REFERENCE MARK NO.1 IS 24.225 METERS OR 79.47 FEET E OF THE
 JU0510'STATION, ON A GRAVEL LOT, AND 13 PACES N OF THE CENTER LINE OF
 JU0510'A CONCRETE ROAD.  THE MARK PROJECTS 4 INCHES AND IS STAMPED
 JU0510'MAY NO 1 1935.
 JU0510'
 JU0510'REFERENCE MARK NO. 2 IS 26.690 METERS OR 87.57 FEET SSW OF THE
 JU0510'STATION, 10 PACES S OF THE CENTER LINE OF A CONCRETE ROAD, 6
 JU0510'PACES N OF THE EDGE OF A BULKHEAD, AND 1 FOOT S OF A GUARD
 JU0510'RAIL.  THE MARK PROJECTS 4 INCHES AND IS STAMPED MAY NO 2 1935.
 JU0510'
 JU0510'AZIMUTH MARK IS APPROXIMATELY 0.1 MILE W OF THE STATION, 13
 JU0510'PACES W OF THE CORNER OF A GUARD RAIL, 8 PACES S OF THE CENTER
 JU0510'LINE OF A CONCRETE ROAD, AND 1 FOOT S OF A GUARD RAIL.  THE
 JU0510'MARK PROJECTS 4 INCHES AND IS STAMPED, MAY 1935.
 JU0510'
 JU0510'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 JU0510
 JU0510                          STATION RECOVERY (1952)
 JU0510
 JU0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCC)
 JU0510'STATION MARK IS STAMPED MAY 1935.  ICEHOUSE NO LONGER
 JU0510'EXISTS.  NEWCOMB GARAGE IS NOW CRAIGS GARAGE (ESSO STATION).
 JU0510'
 JU0510'REFERENCE MARK 2 WAS RECOVERED AS DESCRIBED.  IT IS STAMPED
 JU0510'MAY NO 2 1935.
 JU0510'
 JU0510'REFERENCE MARK 1 WAS RECOVERED AS DESCRIBED.  IT IS STAMPED
 JU0510'MAY NO 1 1935.
 JU0510
 JU0510                          STATION RECOVERY (1961)
 JU0510
 JU0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JU0510'.65 MI SE FROM MAYS LANDING.
 JU0510'0.4 MILE SOUTH ON U.S. HIGHWAY 50 FROM THE POST OFFICE IN MAYS
 JU0510'LANDING THENCE 0.25 MILE EAST ON RIVER DRIVE.  95 FEET SOUTHWEST
 JU0510'OF THE CENTER OF THE TOP OF ANNIVERSARY MARKER, 75 FEET WEST OF
 JU0510'THE CENTER OF THE GRAVELLED SIDEWALK, 24 FEET NORTH OF THE NORTH
 JU0510'CURB OF RIVER DRIVE, 21 FEET NORTHEAST OF A 4 INCH MAPLE TREE,
 JU0510'WEST OF THE SIDEWALK AND 1 FOOT ABOVE RIVER DRIVE.  SET IN THE
 JU0510'TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
 JU0510
 JU0510                          STATION RECOVERY (1974)
 JU0510
 JU0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU0510'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 JU0510'CONDITION.  REFERENCE MARK 2 MAY HAVE BEEN DISTURBED BY ROAD
 JU0510'WORK.  THERE IS A SMALL BLADED SHOULDER ON THE WEST SIDE OF THE
 JU0510'MARK.  THERE IS NO PRESENT EVIDENCE OF MOVEMENT.  A DIFFERENCE
 JU0510'OF 2 MINUTES AND 42 SECONDS IN DIRECTION WAS OBTAINED TO
 JU0510'REFERENCE MARK 1.  A DIFFERENCE OF 2 MINUTES AND 46 SECONDS IN
 JU0510'DIRECTION WAS OBTAINED TO REFERENCE MARK 2.  A LONGER
 JU0510'DISTANCE OF 0.04 FOOT OR 0.010 METER WAS OBTAINED TO
 JU0510'REFERENCE MARK 1.  A LONGER DISTANCE OF 0.17 FOOT OR 0.052
 JU0510'METER WAS OBTAINED TO REFERENCE MARK 2.  THE 1935
 JU0510'OBSERVATIONS WERE USED AS A COMPARISON.
 JU0510'
 JU0510'DUE TO CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS.
 JU0510'
 JU0510'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 JU0510'40 AND RIVER ROAD IN THE NORTHEAST PART OF MAYS LANDING, GO WEST
 JU0510'ON RIVER ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT, IN
 JU0510'A SMALL PARK.
 JU0510'
 JU0510'THE STATION MARK IS A STANDARD DISK STAMPED MAY 1935, SET IN
 JU0510'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS 1 INCH BELOW
 JU0510'THE SURFACE.  IT IS 95 FEET SOUTHWEST OF A MONUMENT MAYS LANDING
 JU0510'250TH ANNIVERSARY, 80 FEET NORTHWEST OF A POWERLINE POLE NUMBERED
 JU0510'13921, 66 FEET WEST-NORTHWEST OF A 6-INCH MAPLE TREE, 44 FEET
 JU0510'NORTH OF THE CENTER OF RIVER ROAD AND 21 FEET NORTHEAST OF A
 JU0510'8-INCH MAPLE TREE.  (NOTE 1A 7A)
 JU0510'
 JU0510'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MAY NO 1 1935, SET
 JU0510'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 1 INCH
 JU0510'BELOW THE SURFACE.  IT IS 61 FEET SOUTH OF THE MONUMENT, 14 FEET
 JU0510'EAST-NORTHEAST OF THE 6-INCH MAPLE TREE, 41 FEET NORTH OF THE
 JU0510'CENTER OF RIVER ROAD AND 6 FEET NORTHWEST OF A 6-INCH MAPLE
 JU0510'TREE.  IT IS ON THE NORTH EDGE OF A PATH WHICH LEADS TO THE
 JU0510'MONUMENT.  (NOTE 11A)
 JU0510'
 JU0510'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MAY NO 2 1935,
 JU0510'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 JU0510'PROJECTS 4-INCHES.  IT IS 72 FEET WEST-SOUTHWEST OF THE
 JU0510'POWERLINE POLE NUMBERED 13921, 31 FEET SOUTH OF THE CENTER OF
 JU0510'RIVER ROAD, 20 FEET NORTH OF A BULK HEAD AND 1 FOOT SOUTH OF A
 JU0510'GUARD RAIL.  (NOTE 11A)
 JU0510'
 JU0510'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MAY 1935, SET IN
 JU0510'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 JU0510'THE SURFACE.  IT IS LOCATED 0.15 MILE WEST OF THE STATION ON THE
 JU0510'SOUTH SIDE OF RIVER ROAD.  IT IS 58 FEET WEST OF THE INTERSECTION
 JU0510'OF RIVER ROAD AND FARRAGUT AVENUE, 36.5 FEET NORTHWEST OF
 JU0510'POWERLINE POLE NUMBERED 13677, 21.5 FEET SOUTHWEST OF THE CENTER
 JU0510'OF RIVER ROAD AND 1.6 FEET NORTHWEST OF A WITNESS POST.
 JU0510'(NOTE 16A)
 JU0510'
 JU0510'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU0510'MAYS LANDING.
 JU0510
 JU0510                          STATION RECOVERY (1981)
 JU0510
 JU0510'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (CT)
 JU0510'MAY 1935 RECOVERED IN GOOD CONDITION.
 JU0510'
 JU0510'MAY RM 1 1935 IN GOOD CONDITION.
 JU0510'
 JU0510'MAY RM 2 1935 IN GOOD CONDITION.
 JU0510'
 JU0510'MAY 1935 (AZ MK) IN GOOD CONDITION.
 JU0510'
 JU0510'DISTANCE AND DIRECTION FROM NEAREST TOWN--MAYS LANDING.
 JU0510
 JU0510                          STATION RECOVERY (1982)
 JU0510
 JU0510'RECOVERY NOTE BY US POWER SQUADRON 1982
 JU0510'MAY, MAY NO. 1, MAY NO. 2 RECOVERED IN GOOD CONDITION.
 JU0510
 JU0510                          STATION RECOVERY (1982)
 JU0510
 JU0510'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 JU0510'RECOVERED IN GOOD CONDITION.
 JU0510
 JU0510                          STATION RECOVERY (1990)
 JU0510
 JU0510'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0510'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, IN THE TOWN OF MAYS
 JU0510'LANDING, SET IN GASKILL PARK.  TO REACH THE STATION FROM THE NORTH
 JU0510'JUNCTION OF STATE ROUTE 50 AND U.S. HIGHWAY 40, GO 0.32 KM (0.20 MI)
 JU0510'SOUTH ON ROUTE 50 TO THE JUNCTION WITH RIVER AVENUE, COUNTY ROAD 559,
 JU0510'TURN LEFT AND GO 0.44 KM (0.27 MI) EAST ON ROUTE 559 TO THE PARK AND
 JU0510'THE STATION ON THE LEFT.  THE STATION IS 8.0 M (26.2 FT) NORTHWEST OF
 JU0510'A CROSS CUT IN THE NORTH CURB OF ROUTE 559, 8.1 M (26.6 FT) NORTHEAST
 JU0510'OF A CROSS CUT IN THE SAME CURB, 9.8 M (32.2 FT) NORTHWEST OF THE
 JU0510'NORTHWEST CORNER OF AN INLET CURB PIECE, 7.4 M (24.3 FT) NORTH AND
 JU0510'NORMAL TO THE NORTH CURBLINE OF ROUTE 559, 5.4 M (17.7 FT) EAST
 JU0510'NORTHEAST OF A 16 INCH MAPLE TREE, 39.0 M (128.0 FT) EAST OF THE
 JU0510'NORTH LEG OF AN ATLANTIC COUNTY GASKILL PARK AT MAYS LANDING SIGN,
 JU0510'24.3 M (79.7 FT) WEST OF STATION MAY REFERENCE MARK NUMBER ONE AND
 JU0510'FLUSH WITH THE GROUND.
 JU0510
 JU0510                          STATION RECOVERY (1990)
 JU0510
 JU0510'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0510'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, IN THE TOWN OF MAYS
 JU0510'LANDING, SET IN GASKILL PARK. TO REACH THE STATION FROM THE NORTH
 JU0510'JUNCTION OF STATE ROUTE 50 AND U.S.HIGHWAY 40, GO 0.32 KM (0.20 MI)
 JU0510'SOUTH ON ROUTE 50 TO THE JUNCTION WITH RIVER AVENUE, COUNTY ROAD 559,
 JU0510'TURN LEFT AND GO 0.44 KM (0.27 MI) EAST ON ROUTE 559 TO THE PARK AND
 JU0510'THE STATION ON THE LEFT. THE STATION IS 8.0 M (26.2 FT) NORTHWEST OF
 JU0510'A CROSS CUT IN THE NORTH CURB OF ROUTE 559, 8.1 M (26.6 FT) NORTHEAST
 JU0510'OF A CROSS CUT IN THE SAME CURB, 9.8 M (32.2 FT) NORTHWEST OF THE
 JU0510'NORTHWEST CORNER OF AN INLET CURB PIECE, 7.4 M (24.3 FT) NORTH OF AND
 JU0510'NORMAL TO THE NORTH CURBLINE OF ROUTE 559, 5.4 M (17.7 FT) NORTHEAST
 JU0510'OF A 16 INCH DIAMETER MAPLE TREE, 39.0 M (128.0 FT) EAST OF THE NORTH
 JU0510'LEG OF A SIGN, ATLANTIC COUNTY, GASKILL PARK AT MAYS LANDING, 24.3 M
 JU0510'(79.7 FT) WEST OF MAY RM 1, 49.8 M (163.4 FT) SOUTHEAST OF A FLAGPOLE
 JU0510'AT THE POW MIA MEMORIAL, AND FLUSH WITH THE GROUND.
 JU0510
 JU0510                          STATION RECOVERY (1992)
 JU0510
 JU0510'RECOVERY NOTE BY US POWER SQUADRON 1992 (DB)
 JU0510'RECOVERED IN GOOD CONDITION.
 JU0510
 JU0510                          STATION RECOVERY (1993)
 JU0510
 JU0510'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 JU0510'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, IN THE TOWN OF MAYS
 JU0510'LANDING, IN GASKILL PARK.  TO REACH THE STATION FROM THE NORTH
 JU0510'JUNCTION OF STATE HIGHWAY 50 AND U.S. HIGHWAY 40, GO 0.2 MI (0.3 KM)
 JU0510'SOUTH ON STATE HIGHWAY 50 TO THE JUNCTION WITH RIVER AVENUE, COUNTY
 JU0510'ROAD 559.  TURN LEFT AND GO 0.27 MI (0.43 KM) EAST ON COUNTY ROAD 559
 JU0510'TO THE PARK AND THE STATION ON THE LEFT, SET FLUSH WITH LAWN.  THE
 JU0510'STATION IS 8.0 M (26.2 FT) NORTHWEST FROM A CROSS CUT IN THE NORTH
 JU0510'CURB OF COUNTY ROAD 559, 8.1 M (26.6 FT) NORTHEAST FROM A CROSS CUT
 JU0510'IN THE SAME CURB, 9.8 M (32.2 FT) NORTHWEST FROM THE NORTHWEST CORNER
 JU0510'OF AN INLET CURB PIECE, 7.4 M (24.3 FT) NORTH FROM AND NORMAL TO THE
 JU0510'NORTH CURBLINE OF COUNTY ROAD 559, 5.4 M (17.7 FT) NORTHEAST FROM A
 JU0510'16 INCH DIAMETER MAPLE TREE, 39.0 M (128.0 FT) EAST FROM THE NORTH
 JU0510'LEG OF A SIGN FOR GASKILL PARK AT MAYS LANDING, 24.3 M (79.7 FT) WEST
 JU0510'FROM REFERENCE MARK NUMBER 1 AND 49.8 M (163.4 FT) SOUTHEAST FROM A
 JU0510'FLAGPOLE AT THE POW MIA MEMORIAL.
 JU0510
 JU0510                          STATION RECOVERY (2000)
 JU0510
 JU0510'RECOVERY NOTE BY US ENGINEERS 2000 (JMS)
 JU0510'RECOVERED IN GOOD CONDITION.
 JU0510
 JU0510                          STATION RECOVERY (2004)
 JU0510
 JU0510'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2004 (WM)
 JU0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5030 ***********************************************************************
 KV5030  DESIGNATION -  MAY
 KV5030  PID         -  KV5030
 KV5030  STATE/COUNTY-  NJ/MONMOUTH
 KV5030  USGS QUAD   -  LONG BRANCH (1981)
 KV5030
 KV5030                         *CURRENT SURVEY CONTROL
 KV5030  ___________________________________________________________________
 KV5030* NAD 83(1996)-  40 20 13.61040(N)    074 00 49.58881(W)     ADJUSTED  
 KV5030* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5030  ___________________________________________________________________
 KV5030  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 KV5030  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KV5030
 KV5030  HORZ ORDER  -  THIRD
 KV5030
 KV5030.The horizontal coordinates were established by classical geodetic methods
 KV5030.and adjusted by the National Geodetic Survey in September 1999..
 KV5030
 KV5030.The orthometric height was scaled from a topographic map.
 KV5030
 KV5030.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5030
 KV5030.The geoid height was determined by GEOID03.
 KV5030
 KV5030;                    North         East     Units Scale Factor Converg.
 KV5030;SPC NJ       -   167,056.551   191,311.703   MT  0.99992100   +0 18 53.0
 KV5030;SPC NJ       -   548,084.70    627,661.81   sFT  0.99992100   +0 18 53.0
 KV5030;UTM  18      - 4,465,641.354   583,769.133   MT  0.99968638   +0 38 18.3
 KV5030
 KV5030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5030!SPC NJ       -   1.00000501  x   0.99992100  =   0.99992601
 KV5030!UTM  18      -   1.00000501  x   0.99968638  =   0.99969139
 KV5030
 KV5030|---------------------------------------------------------------------|
 KV5030| PID    Reference Object                     Distance      Geod. Az  |
 KV5030|                                                           dddmmss.s |
 KV5030| CB5314 MAY RM 1                             21.394 METERS 13415     |
 KV5030| KV0895 BLUFF                               APPROX. 0.9 KM 1721712.6 |
 KV5030| KV5033 LITTLE SILVER GOOSENECK BRI LT      APPROX. 1.4 KM 2000954.4 |
 KV5030| KV5031 LITTLE SILVER WATER TANK            477.508 METERS 2611355.1 |
 KV5030| CB5315 MAY RM 2                             16.269 METERS 26430     |
 KV5030| KV5029 LITTLE SILVER PONTON WINDMILL       312.451 METERS 27938     |
 KV5030| KV5059 RUMSON COUNTRY CLUB TANK            APPROX. 1.1 KM 3422056.0 |
 KV5030|---------------------------------------------------------------------|
 KV5030
 KV5030                          SUPERSEDED SURVEY CONTROL
 KV5030
 KV5030  NAD 83(1986)-  40 20 13.60846(N)    074 00 49.58522(W) AD(       ) 3
 KV5030  NAD 27      -  40 20 13.21500(N)    074 00 51.09000(W) AD(       ) 3
 KV5030
 KV5030.Superseded values are not recommended for survey control.
 KV5030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5030.See file dsdata.txt to determine how the superseded data were derived.
 KV5030
 KV5030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8376965641(NAD 83)
 KV5030_MARKER: DS = TRIANGULATION STATION DISK
 KV5030_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV5030_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5030
 KV5030  HISTORY     - Date     Condition        Report By
 KV5030  HISTORY     - 1934     MONUMENTED       CGS
 KV5030  HISTORY     - 1983     GOOD             USPSQD
 KV5030  HISTORY     - 19920807 MARK NOT FOUND   USPSQD
 KV5030
 KV5030                          STATION DESCRIPTION
 KV5030
 KV5030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5030'LOCATED ON W BANK OF SHREWSBURY RIVER ON THE END OF LITTLE SILVER
 KV5030'POINT WHICH IS KNOWN LOCALLY AS SILVERMERE PARK.  IT IS 16.6 METERS
 KV5030'N OF THE S BULKHEAD 50 METERS W OF SE CORNER OF BULKHEAD, 39.1
 KV5030'METERS S OF NE CORNER IN THE PARK LAWN.
 KV5030'
 KV5030'STATION AND REFERENCE MARK NO.1 ARE STANDARD BRONZE DISKS
 KV5030'IN A TILE.
 KV5030'
 KV5030'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN CONCRETE.
 KV5030'
 KV5030'REFERENCE MARK NO.1 IS STATION PARK (USE) ESTABLISHED BY
 KV5030'THAT ORGANIZATION APRIL 1934 WHICH MARK WAS REPLACED BY STANDARD
 KV5030'DISK TRIANGULATION MARK INSCRIBED PARK (USE) 1934, AND IS SE OF
 KV5030'THE STATION 1.76 METERS N OF S BULKHEAD, 108.86 FEET W OF SE
 KV5030'CORNER OF BULKHEAD, 10.6 FEET S OF SECOND TREE FROM SE END OF
 KV5030'BULKHEAD.
 KV5030'
 KV5030'REFERENCE MARK NO.2 IS W OF THE STATION AND APPROXIMATELY
 KV5030'THE SAME DISTANCE N OF THE S BULKHEAD AS THE STATION.
 KV5030'
 KV5030'STATION IS REACHED FROM RED BANK AS FOLLOWS--GO SE ON BRANCH
 KV5030'AVENUE TO RUMSON ROAD, TURN NE TO SEVEN RIDGE ROAD, TURN SE AND
 KV5030'FOLLOW TO LITTLE SILVER POINT ROAD TAKE THIS E DIRECT TO
 KV5030'SILVERMERE PARK AND STATION.
 KV5030
 KV5030                          STATION RECOVERY (1983)
 KV5030
 KV5030'RECOVERY NOTE BY US POWER SQUADRON 1983 (PJM)
 KV5030'PRIMARY MARK IN THIS AREA ACCORDING TO WM THOMPSON OF SHREIVSBEN
 KV5030'WAS MONOUTH BEACH N.J.  IS IN CONSTANT USE IF NOT DAILY CONDITION
 KV5030'AND DESCRIPTION EXCELLENT.
 KV5030
 KV5030                          STATION RECOVERY (1992)
 KV5030
 KV5030'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0512 ***********************************************************************
 JU0512  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0512  DESIGNATION -  MAY AZ MK
 JU0512  PID         -  JU0512
 JU0512  STATE/COUNTY-  NJ/ATLANTIC
 JU0512  USGS QUAD   -  MAYS LANDING (1989)
 JU0512
 JU0512                         *CURRENT SURVEY CONTROL
 JU0512  ___________________________________________________________________
 JU0512* NAD 83(1986)-  39 26 56.     (N)    074 43 38.     (W)     SCALED    
 JU0512* NAVD 88     -         2.363  (meters)       7.75   (feet)  ADJUSTED  
 JU0512  ___________________________________________________________________
 JU0512  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JU0512  DYNAMIC HT  -           2.362 (meters)       7.75  (feet)  COMP
 JU0512  MODELED GRAV-     980,121.6   (mgal)                       NAVD 88
 JU0512
 JU0512  VERT ORDER  -  FIRST     CLASS II
 JU0512
 JU0512.The horizontal coordinates were scaled from a topographic map and have
 JU0512.an estimated accuracy of +/- 6 seconds.
 JU0512
 JU0512.The orthometric height was determined by differential leveling
 JU0512.and adjusted by the National Geodetic Survey in January 1994..
 JU0512
 JU0512.This Tidal Bench Mark is designated as VM 2689
 JU0512.by the Center for Operational Oceanographic Products and Services.
 JU0512
 JU0512.The geoid height was determined by GEOID03.
 JU0512
 JU0512.The dynamic height is computed by dividing the NAVD 88
 JU0512.geopotential number by the normal gravity value computed on the
 JU0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0512.degrees latitude (g = 980.6199 gals.).
 JU0512
 JU0512.The modeled gravity was interpolated from observed gravity values.
 JU0512
 JU0512;                    North         East    Units  Estimated Accuracy
 JU0512;SPC NJ       -    68,360.      130,440.      MT  (+/- 180 meters Scaled)
 JU0512
 JU0512                          SUPERSEDED SURVEY CONTROL
 JU0512
 JU0512  NAVD 88 (06/15/91)    2.377  (m)            7.80   (f) UNKNOWN     1 2
 JU0512  NGVD 29 (01/10/92)    2.748  (m)            9.02   (f) ADJUSTED    1 2
 JU0512
 JU0512.Superseded values are not recommended for survey control.
 JU0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0512.See file dsdata.txt to determine how the superseded data were derived.
 JU0512
 JU0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ234666(NAD 83)
 JU0512_MARKER: DZ = AZIMUTH MARK DISK
 JU0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0512_SP_SET: CONCRETE POST
 JU0512_STAMPING: MAY 1935
 JU0512_MARK LOGO: CGS   
 JU0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0512+STABILITY: SURFACE MOTION
 JU0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0512+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 JU0512
 JU0512  HISTORY     - Date     Condition        Report By
 JU0512  HISTORY     - 1935     MONUMENTED       CGS
 JU0512  HISTORY     - 1961     GOOD             CGS
 JU0512  HISTORY     - 19900713 GOOD             NJGS
 JU0512  HISTORY     - 20030224 GOOD             USPSQD
 JU0512  HISTORY     - 20040803 GOOD             NJDEP
 JU0512
 JU0512                          STATION DESCRIPTION
 JU0512
 JU0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0512'0.5 MI SE FROM MAYS LANDING.
 JU0512'0.5 MILE SOUTH ON U.S. HIGHWAY 50 FROM THE POST OFFICE IN MAYS
 JU0512'LANDING THENCE 0.1 MILE EAST ON RIVER DRIVE.  43 FEET WEST OF THE
 JU0512'PROLONGED CENTER LINE OF FARRAGUT AVENUE, 36 FEET NORTHWEST OF
 JU0512'A POWER LINE POLE NO. ACE 13677, 29 FEET NORTHWEST OF THE
 JU0512'NORTHWEST END OF A CONCRETE STORM DRAIN, 21.6 FEET SOUTH OF THE
 JU0512'CENTER LINE OF RIVER DRIVE AND 1 FOOT SOUTH OF THE GUARD RAIL.
 JU0512'SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
 JU0512
 JU0512                          STATION RECOVERY (1990)
 JU0512
 JU0512'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0512'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, IN THE TOWN OF MAYS
 JU0512'LANDING, SET IN THE PARKING AREA FOR THE GREAT EGG HARBOR RIVER WARF
 JU0512'AREA.  TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE ROUTE 50
 JU0512'AND U.S. HIGHWAY ROUTE 40 IN MAYS LANDING GO 0.32 KM (0.20 MI) SOUTH
 JU0512'ON ROUTE 50 TO THE JUNCTION WITH RIVER AVENUE, COUNTY ROAD 559, TURN
 JU0512'LEFT AND GO 0.16 KM (0.10 MI) TO THE STATION ON THE RIGHT, 6.35 M
 JU0512'(20.83 FT) SOUTHWEST OF THE CENTERLINE OF ROUTE 559, 0.6 M (2.0 FT)
 JU0512'SOUTHWEST OF THE BITUMINOUS CURBLINE OF ROUTE 559, 8.7 M (28.5 FT)
 JU0512'WEST OF THE NORTHWEST CORNER OF A CONCRETE U SHAPED CURBPIECE FOR AN
 JU0512'INLET, 11.7 M (38.4 FT) WEST NORTHWEST OF POLE NUMBER BT 1550, 12.5 M
 JU0512'(41.0 FT) NORTHWEST OF THE CENTERLINE OF FARRAGUT AVENUE EXTENDED,
 JU0512'5.2 M (17.1 FT) NORTHWEST OF 853 4468 TIDAL E AND FLUSH WITH THE
 JU0512'GROUND.
 JU0512
 JU0512                          STATION RECOVERY (2003)
 JU0512
 JU0512'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 JU0512'RECOVERED IN GOOD CONDITION.
 JU0512
 JU0512                          STATION RECOVERY (2004)
 JU0512
 JU0512'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2004 (WM)
 JU0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0509 ***********************************************************************
 JU0509  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0509  DESIGNATION -  MAY RM 1
 JU0509  PID         -  JU0509
 JU0509  STATE/COUNTY-  NJ/ATLANTIC
 JU0509  USGS QUAD   -  MAYS LANDING (1989)
 JU0509
 JU0509                         *CURRENT SURVEY CONTROL
 JU0509  ___________________________________________________________________
 JU0509* NAD 83(1986)-  39 26 59.     (N)    074 43 26.     (W)     SCALED    
 JU0509* NAVD 88     -         2.270  (meters)       7.45   (feet)  ADJUSTED  
 JU0509  ___________________________________________________________________
 JU0509  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JU0509  DYNAMIC HT  -           2.269 (meters)       7.44  (feet)  COMP
 JU0509  MODELED GRAV-     980,121.8   (mgal)                       NAVD 88
 JU0509
 JU0509  VERT ORDER  -  FIRST     CLASS II
 JU0509
 JU0509.The horizontal coordinates were scaled from a topographic map and have
 JU0509.an estimated accuracy of +/- 6 seconds.
 JU0509
 JU0509.The orthometric height was determined by differential leveling
 JU0509.and adjusted by the National Geodetic Survey in June 1991..
 JU0509
 JU0509.This Tidal Bench Mark is designated as VM 2690
 JU0509.by the Center for Operational Oceanographic Products and Services.
 JU0509
 JU0509.The geoid height was determined by GEOID03.
 JU0509
 JU0509.The dynamic height is computed by dividing the NAVD 88
 JU0509.geopotential number by the normal gravity value computed on the
 JU0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0509.degrees latitude (g = 980.6199 gals.).
 JU0509
 JU0509.The modeled gravity was interpolated from observed gravity values.
 JU0509
 JU0509;                    North         East    Units  Estimated Accuracy
 JU0509;SPC NJ       -    68,450.      130,730.      MT  (+/- 180 meters Scaled)
 JU0509
 JU0509                          SUPERSEDED SURVEY CONTROL
 JU0509
 JU0509  NGVD 29 (01/10/92)    2.655  (m)            8.71   (f) ADJUSTED    1 2
 JU0509
 JU0509.Superseded values are not recommended for survey control.
 JU0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0509.See file dsdata.txt to determine how the superseded data were derived.
 JU0509
 JU0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ237667(NAD 83)
 JU0509_MARKER: DR = REFERENCE MARK DISK
 JU0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0509_SP_SET: CONCRETE POST
 JU0509_STAMPING: MAY NO 1 1935
 JU0509_MARK LOGO: CGS   
 JU0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0509+STABILITY: SURFACE MOTION
 JU0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0509+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 JU0509
 JU0509  HISTORY     - Date     Condition        Report By
 JU0509  HISTORY     - 1935     MONUMENTED       CGS
 JU0509  HISTORY     - 1961     GOOD             CGS
 JU0509  HISTORY     - 19900713 GOOD             NJGS
 JU0509  HISTORY     - 20040925 GOOD             GEOCAC
 JU0509
 JU0509                          STATION DESCRIPTION
 JU0509
 JU0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0509'0.7 MI SE FROM MAYS LANDING.
 JU0509'0.4 MILE SOUTH ON U.S. HIGHWAY 50 FROM THE POST OFFICE IN MAYS
 JU0509'LANDING THENCE 0.3 MILE EAST ON RIVER DRIVE.  61 FEET SOUTH OF
 JU0509'THE CENTER OF THE TOP OF AN ANNIVERSARY MARKER, 21 FEET NORTH OF
 JU0509'THE NORTH CURB OF RIVER DRIVE AND 1 FOOT EAST OF THE EAST EDGE
 JU0509'OF A GRAVELLED SIDEWALK LEADING TO ANNIVERSARY MARKER.  79.5
 JU0509'FEET EAST OF TRIANGULATION STATION MAY AND 143.5 FEET NORTHEAST
 JU0509'OF RM NO 2.  SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE
 JU0509'GROUND AND 1 FOOT ABOVE RIVER DRIVE.
 JU0509
 JU0509                          STATION RECOVERY (1990)
 JU0509
 JU0509'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0509'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, IN THE TOWN OF MAYS
 JU0509'LANDING, SET IN GASKILL PARK.  TO REACH THE STATION FROM THE NORTH
 JU0509'JUNCTION OF STATE ROUTE 50 AND U.S. HIGHWAY 40, GO 0.32 KM (0.20 MI)
 JU0509'SOUTH ON ROUTE 50 TO THE JUNCTION WITH RIVER AVENUE, COUNTY ROAD 559,
 JU0509'TURN LEFT AND GO 0.48 KM (0.30 MI) EAST TO THE PARK AND THE STATION
 JU0509'ON THE LEFT.  THE STATION IS SET 7.0 M (23.0 FT) NORTHEAST OF A CROSS
 JU0509'CUT IN THE NORTH CURB OF ROUTE 559, 8.1 M (26.6 FT) NORTHWEST OF
 JU0509'ANOTHER CROSS CUT IN THE CURB, 99.8 M (327.4 FT) WEST SOUTHWEST OF
 JU0509'POLE NUMBER BT 1557, 6.45 M (21.16 FT) NORTH AND NORMAL TO THE NORTH
 JU0509'CURBLINE OF ROUTE 559, 2.0 M (6.6 FT) NORTHWEST OF A 16 INCH MAPLE
 JU0509'TREE, 22.5 M (73.8 FT) NORTH AND ACROSS THE ROAD FROM POLE NUMBER BT
 JU0509'115H, 24.3 M (79.7 FT) EAST OF TRIANGULATION STATION MAY AND FLUSH
 JU0509'WITH THE GROUND.
 JU0509
 JU0509                          STATION RECOVERY (2004)
 JU0509
 JU0509'RECOVERY NOTE BY GEOCACHING 2004 (STC)
 JU0509'STATION WAS FOUND BURIED APPROX 1 INCH BELOW GROUND LEVEL.
 JU0509'HANDHELD GPS COORDINATES N 39 26 59.8 W 074 43 26.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0438 ***********************************************************************
 JU0438  DESIGNATION -  MAY RM 2
 JU0438  PID         -  JU0438
 JU0438  STATE/COUNTY-  NJ/CAPE MAY
 JU0438  USGS QUAD   -  STONE HARBOR (1972)
 JU0438
 JU0438                         *CURRENT SURVEY CONTROL
 JU0438  ___________________________________________________________________
 JU0438* NAD 83(1986)-  39 04 42.     (N)    074 48 13.     (W)     SCALED    
 JU0438* NAVD 88     -         0.907  (meters)       2.98   (feet)  ADJUSTED  
 JU0438  ___________________________________________________________________
 JU0438  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 JU0438  DYNAMIC HT  -           0.906 (meters)       2.97  (feet)  COMP
 JU0438  MODELED GRAV-     980,064.6   (mgal)                       NAVD 88
 JU0438
 JU0438  VERT ORDER  -  FIRST     CLASS II
 JU0438
 JU0438.The horizontal coordinates were scaled from a topographic map and have
 JU0438.an estimated accuracy of +/- 6 seconds.
 JU0438
 JU0438.The orthometric height was determined by differential leveling
 JU0438.and adjusted by the National Geodetic Survey in March 2001..
 JU0438.No vertical observational check was made to the station.
 JU0438
 JU0438.The geoid height was determined by GEOID03.
 JU0438
 JU0438.The dynamic height is computed by dividing the NAVD 88
 JU0438.geopotential number by the normal gravity value computed on the
 JU0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0438.degrees latitude (g = 980.6199 gals.).
 JU0438
 JU0438.The modeled gravity was interpolated from observed gravity values.
 JU0438
 JU0438;                    North         East    Units  Estimated Accuracy
 JU0438;SPC NJ       -    27,240.      123,730.      MT  (+/- 180 meters Scaled)
 JU0438
 JU0438                          SUPERSEDED SURVEY CONTROL
 JU0438
 JU0438  NAVD 88 (06/15/91)    0.921  (m)            3.02   (f) UNKNOWN     1 2
 JU0438  NGVD 29 (04/16/92)    1.319  (m)            4.33   (f) ADJUSTED    1 2
 JU0438
 JU0438.Superseded values are not recommended for survey control.
 JU0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0438.See file dsdata.txt to determine how the superseded data were derived.
 JU0438
 JU0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ169254(NAD 83)
 JU0438_MARKER: DR = REFERENCE MARK DISK
 JU0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0438_STAMPING: MAY NO 2 1936
 JU0438_MARK LOGO: CGS   
 JU0438_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0438+STABILITY: SURFACE MOTION
 JU0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0438+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1997
 JU0438
 JU0438  HISTORY     - Date     Condition        Report By
 JU0438  HISTORY     - 1936     MONUMENTED       CGS
 JU0438  HISTORY     - 1961     GOOD             CGS
 JU0438  HISTORY     - 1979     GOOD             NGS
 JU0438  HISTORY     - 19970815 GOOD             NJGS
 JU0438
 JU0438                          STATION DESCRIPTION
 JU0438
 JU0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0438'1 MI SE FROM CAPE MAY COURT HOUSE.
 JU0438'0.95 MILE SOUTHEAST ON STONE HARBOR BOULEVARD FROM THE JUNCTION
 JU0438'WITH U.S. HIGHWAY 9 IN CAPE MAY COURT HOUSE.  95.1 FEET NORTHEAST
 JU0438'OF THE CENTER LINE OF STONE HARBOR BOULEVARD, 70.5 FEET EAST OF
 JU0438'POWER LINE POLE NO. 9015 AND 3 FEET BELOW THE LEVEL OF THE ROAD.
 JU0438'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JU0438
 JU0438                          STATION RECOVERY (1979)
 JU0438
 JU0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0438'RECOVERED IN GOOD CONDITION.
 JU0438
 JU0438                          STATION RECOVERY (1997)
 JU0438
 JU0438'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU0438'THE STATION IS LOCATED IN MIDDLE TOWNSHIP, ON THE NORTHEAST SIDE OF
 JU0438'STONE HARBOR BOULEVARD, COUNTY ROAD 657 IN A MARSH AREA.  TO REACH THE
 JU0438'STATION FROM THE JUNCTION OF THE GARDEN STATE PARKWAY AND STONE HARBOR
 JU0438'BOULEVARD, COUNTY ROAD 657 AT INTERCHANGE 10, GO ABOUT 0.8 MI (1.3 KM)
 JU0438'EAST ON STONE HARBOR BOULEVARD TO THE STATION ON THE LEFT. THE STATION
 JU0438'IS ABOUT 95 FT (29.0 M) NORTHEAST OF THE CENTERLINE OF STONE HARBOR
 JU0438'BOULEVARD, 19 M (62.3 FT) EAST OF STATION MAY (JU0437) , WHICH WAS
 JU0438'ALSO RECOVERED AT THIS TIME AND 0.45 M (1.48 FT) SOUTHWEST FROM A
 JU0438'STATE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0511 ***********************************************************************
 JU0511  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0511  DESIGNATION -  MAY RM 2
 JU0511  PID         -  JU0511
 JU0511  STATE/COUNTY-  NJ/ATLANTIC
 JU0511  USGS QUAD   -  MAYS LANDING (1989)
 JU0511
 JU0511                         *CURRENT SURVEY CONTROL
 JU0511  ___________________________________________________________________
 JU0511* NAD 83(1986)-  39 26 59.     (N)    074 43 26.     (W)     SCALED    
 JU0511* NAVD 88     -         1.775  (meters)       5.82   (feet)  ADJUSTED  
 JU0511  ___________________________________________________________________
 JU0511  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JU0511  DYNAMIC HT  -           1.774 (meters)       5.82  (feet)  COMP
 JU0511  MODELED GRAV-     980,121.8   (mgal)                       NAVD 88
 JU0511
 JU0511  VERT ORDER  -  SECOND    CLASS 0
 JU0511
 JU0511.The horizontal coordinates were scaled from a topographic map and have
 JU0511.an estimated accuracy of +/- 6 seconds.
 JU0511
 JU0511.The orthometric height was determined by differential leveling
 JU0511.and adjusted by the National Geodetic Survey in June 1991..
 JU0511
 JU0511.This Tidal Bench Mark is designated as VM 2691
 JU0511.by the Center for Operational Oceanographic Products and Services.
 JU0511
 JU0511.The geoid height was determined by GEOID03.
 JU0511
 JU0511.The dynamic height is computed by dividing the NAVD 88
 JU0511.geopotential number by the normal gravity value computed on the
 JU0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0511.degrees latitude (g = 980.6199 gals.).
 JU0511
 JU0511.The modeled gravity was interpolated from observed gravity values.
 JU0511
 JU0511;                    North         East    Units  Estimated Accuracy
 JU0511;SPC NJ       -    68,450.      130,730.      MT  (+/- 180 meters Scaled)
 JU0511
 JU0511                          SUPERSEDED SURVEY CONTROL
 JU0511
 JU0511  NGVD 29 (??/??/??)    2.160  (m)            7.09   (f) ADJUSTED    2 0
 JU0511
 JU0511.Superseded values are not recommended for survey control.
 JU0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0511.See file dsdata.txt to determine how the superseded data were derived.
 JU0511
 JU0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ237667(NAD 83)
 JU0511_MARKER: DR = REFERENCE MARK DISK
 JU0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0511_SP_SET: CONCRETE POST
 JU0511_STAMPING: MAY NO 2 1935
 JU0511_MARK LOGO: CGS   
 JU0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0511+STABILITY: SURFACE MOTION
 JU0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0511+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1990
 JU0511
 JU0511  HISTORY     - Date     Condition        Report By
 JU0511  HISTORY     - 1935     MONUMENTED       CGS
 JU0511  HISTORY     - 1961     GOOD             CGS
 JU0511  HISTORY     - 19900713 MARK NOT FOUND   NJGS
 JU0511  HISTORY     - 19940510 GOOD             USPSQD
 JU0511
 JU0511                          STATION DESCRIPTION
 JU0511
 JU0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0511'.65 MI SE FROM MAYS LANDING.
 JU0511'0.4 MILE SOUTH ON U.S. HIGHWAY 50 FROM THE POST OFFICE IN MAYS
 JU0511'LANDING THENCE 0.25 MILE EAST ON RIVER DRIVE.  60 YARDS SOUTHWEST
 JU0511'AND ACROSS RIVER DRIVE FROM THE MAYS LANDING 250TH ANNIVERSARY
 JU0511'MARKER IN THE CITY PARK, 31 FEET SOUTH OF THE CENTER LINE OF RIVER
 JU0511'DRIVE, 20 FEET NORTH OF THE NORTH EDGE OF THE BULKHEAD AND 1 FOOT
 JU0511'SOUTH OF THE GUARD RAIL.  SET IN THE TOP OF A CONCRETE POST
 JU0511'PROJECTING 6 INCHES.
 JU0511
 JU0511                          STATION RECOVERY (1990)
 JU0511
 JU0511'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0511'THE STATION WAS NOT RECOVERED AFTER AN EXTENSIVE SEARCH.
 JU0511
 JU0511                          STATION RECOVERY (1994)
 JU0511
 JU0511'RECOVERY NOTE BY US POWER SQUADRON 1994 (DB)
 JU0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8992 ***********************************************************************
 AH8992  DESIGNATION -  MAY RM 3
 AH8992  PID         -  AH8992
 AH8992  STATE/COUNTY-  NJ/CAPE MAY
 AH8992  USGS QUAD   -  STONE HARBOR (1972)
 AH8992
 AH8992                         *CURRENT SURVEY CONTROL
 AH8992  ___________________________________________________________________
 AH8992* NAD 83(1986)-  39 04 42.     (N)    074 48 14.     (W)     SCALED    
 AH8992* NAVD 88     -         1.585  (meters)       5.20   (feet)  ADJUSTED  
 AH8992  ___________________________________________________________________
 AH8992  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 AH8992  DYNAMIC HT  -           1.584 (meters)       5.20  (feet)  COMP
 AH8992  MODELED GRAV-     980,064.6   (mgal)                       NAVD 88
 AH8992
 AH8992  VERT ORDER  -  FIRST     CLASS II
 AH8992
 AH8992.The horizontal coordinates were scaled from a topographic map and have
 AH8992.an estimated accuracy of +/- 6 seconds.
 AH8992
 AH8992.The orthometric height was determined by differential leveling
 AH8992.and adjusted by the National Geodetic Survey in March 2001..
 AH8992
 AH8992.The geoid height was determined by GEOID03.
 AH8992
 AH8992.The dynamic height is computed by dividing the NAVD 88
 AH8992.geopotential number by the normal gravity value computed on the
 AH8992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8992.degrees latitude (g = 980.6199 gals.).
 AH8992
 AH8992.The modeled gravity was interpolated from observed gravity values.
 AH8992
 AH8992;                    North         East    Units  Estimated Accuracy
 AH8992;SPC NJ       -    27,240.      123,710.      MT  (+/- 180 meters Scaled)
 AH8992
 AH8992                          SUPERSEDED SURVEY CONTROL
 AH8992
 AH8992.No superseded survey control is available for this station.
 AH8992
 AH8992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ169254(NAD 83)
 AH8992_MARKER: DR = REFERENCE MARK DISK
 AH8992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8992_STAMPING: MAY 1936 NO 3 1974
 AH8992_MARK LOGO: NGS   
 AH8992_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8992+STABILITY: SURFACE MOTION
 AH8992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8992+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1997
 AH8992
 AH8992  HISTORY     - Date     Condition        Report By
 AH8992  HISTORY     - 1974     MONUMENTED       CGS
 AH8992  HISTORY     - 19970829 GOOD             NJGS
 AH8992
 AH8992                          STATION DESCRIPTION
 AH8992
 AH8992'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (RJK)
 AH8992'THE STATION IS LOCATED IN MIDDLE TOWNSHIP ON THE NORTHEAST SIDE OF
 AH8992'STONE HARBOR BOULEVARD, COUNTY ROAD 657.  TO REACH THE STATION FROM
 AH8992'THE JUNCTION OF THE GARDEN STATE PARKWAY AND STONE HARBOR BOULEVARD,
 AH8992'COUNTY ROAD 657, AT INTERCHANGE 10, GO 0.08 MI (0.13 KM) EAST ON
 AH8992'COUNTY ROAD 657 TO THE STATION ON THE LEFT.  THE STATION IS 21.2 M
 AH8992'(69.6 FT) EAST NORTHEAST OF AND ACROSS THE ROAD FROM POLE NUMBER
 AH8992'W20505, 4.5 M (14.8 FT) SOUTH OF POLE NUMBER 9015, 12 M (39.4 FT)
 AH8992'NORTHEAST OF THE CENTERLINE OF STONE HARBOR BOULEVARD, 0.4 M (1.3 FT)
 AH8992'SOUTHWEST FROM A STATE WITNESS POST AND ABOUT 0.05 M (0.16 FT) BELOW
 AH8992'THE GROUND.  STATIONS MAY (JU0437) AND MAY RM 2 1936 (JU0438) WERE
 AH8992'ALSO RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0147 ***********************************************************************
 KV0147  DESIGNATION -  MAYWOOD
 KV0147  PID         -  KV0147
 KV0147  STATE/COUNTY-  NJ/BERGEN
 KV0147  USGS QUAD   -  HACKENSACK (1997)
 KV0147
 KV0147                         *CURRENT SURVEY CONTROL
 KV0147  ___________________________________________________________________
 KV0147* NAD 83(1986)-  40 54 16.     (N)    074 03 37.     (W)     SCALED    
 KV0147* NAVD 88     -        28.424  (meters)      93.25   (feet)  ADJUSTED  
 KV0147  ___________________________________________________________________
 KV0147  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 KV0147  DYNAMIC HT  -          28.413 (meters)      93.22  (feet)  COMP
 KV0147  MODELED GRAV-     980,236.9   (mgal)                       NAVD 88
 KV0147
 KV0147  VERT ORDER  -  FIRST     CLASS II
 KV0147
 KV0147.The horizontal coordinates were scaled from a topographic map and have
 KV0147.an estimated accuracy of +/- 6 seconds.
 KV0147
 KV0147.The orthometric height was determined by differential leveling
 KV0147.and adjusted by the National Geodetic Survey in June 1991..
 KV0147
 KV0147.The geoid height was determined by GEOID03.
 KV0147
 KV0147.The dynamic height is computed by dividing the NAVD 88
 KV0147.geopotential number by the normal gravity value computed on the
 KV0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0147.degrees latitude (g = 980.6199 gals.).
 KV0147
 KV0147.The modeled gravity was interpolated from observed gravity values.
 KV0147
 KV0147;                    North         East    Units  Estimated Accuracy
 KV0147;SPC NJ       -   230,030.      187,050.      MT  (+/- 180 meters Scaled)
 KV0147
 KV0147                          SUPERSEDED SURVEY CONTROL
 KV0147
 KV0147  NGVD 29 (??/??/??)   28.731  (m)           94.26   (f) ADJUSTED    1 2
 KV0147
 KV0147.Superseded values are not recommended for survey control.
 KV0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0147.See file dsdata.txt to determine how the superseded data were derived.
 KV0147
 KV0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL791285(NAD 83)
 KV0147_MARKER: DB = BENCH MARK DISK
 KV0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0147_STAMPING: 94.239 MAYWOOD 1933
 KV0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0147+STABILITY: SURFACE MOTION
 KV0147
 KV0147  HISTORY     - Date     Condition        Report By
 KV0147  HISTORY     - 1933     MONUMENTED       CGS
 KV0147  HISTORY     - 1934     GOOD             CGS
 KV0147  HISTORY     - 1979     GOOD             NGS
 KV0147  HISTORY     - 19920219 MARK NOT FOUND   NJGS
 KV0147  HISTORY     - 19970311 GOOD             USPSQD
 KV0147
 KV0147                          STATION DESCRIPTION
 KV0147
 KV0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0147'AT MAYWOOD.
 KV0147'AT MAYWOOD, BERGEN COUNTY, AT THE BOROUGH HALL ON PARK AVE., 39
 KV0147'FEET NORTHEAST OF THE CENTERLINE OF PARK AVENUE, AND 3 FEET
 KV0147'SOUTHWEST OF A MONUMENT ERECTED IN MEMORY OF THE WORLD WAR DEAD.
 KV0147'A STANDARD DISK, STAMPED 94.239 MAYWOOD 1933 AND SET IN THE TOP
 KV0147'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 KV0147
 KV0147                          STATION RECOVERY (1979)
 KV0147
 KV0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0147'RECOVERED IN GOOD CONDITION.
 KV0147
 KV0147                          STATION RECOVERY (1992)
 KV0147
 KV0147'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KV0147'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV0147'SEARCH BY A TWO MAN PARTY.  THE MONUMENT ERECTED IN HONOR OF THE WORLD
 KV0147'WAR DEAD MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN REMOVED AND A
 KV0147'FLAGPOLE WITH CONCRETE BASE HAS BEEN CONSTRUCTED IN ITS PLACE. THE
 KV0147'STATION IS CONSIDERED LOST.
 KV0147
 KV0147                          STATION RECOVERY (1997)
 KV0147
 KV0147'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV0147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5068 ***********************************************************************
 KV5068  DESIGNATION -  MC CLEESE 1934 RM 1
 KV5068  PID         -  KV5068
 KV5068  STATE/COUNTY-  NJ/MONMOUTH
 KV5068  USGS QUAD   -  LONG BRANCH (1981)
 KV5068
 KV5068                         *CURRENT SURVEY CONTROL
 KV5068  ___________________________________________________________________
 KV5068* NAD 83(1996)-  40 22 25.23223(N)    074 02 34.38240(W)     ADJUSTED  
 KV5068* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 KV5068  ___________________________________________________________________
 KV5068  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 KV5068  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV5068
 KV5068  HORZ ORDER  -  THIRD
 KV5068
 KV5068.The horizontal coordinates were established by classical geodetic methods
 KV5068.and adjusted by the National Geodetic Survey in September 1999..
 KV5068.No horizontal observational check was made to the station.
 KV5068
 KV5068.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5068
 KV5068.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5068
 KV5068.The geoid height was determined by GEOID03.
 KV5068
 KV5068;                    North         East     Units Scale Factor Converg.
 KV5068;SPC NJ       -   171,102.843   188,817.474   MT  0.99991854   +0 17 46.0
 KV5068;SPC NJ       -   561,359.91    619,478.66   sFT  0.99991854   +0 17 46.0
 KV5068;UTM  18      - 4,469,672.535   581,252.671   MT  0.99968127   +0 37 12.1
 KV5068
 KV5068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5068!SPC NJ       -   1.00000468  x   0.99991854  =   0.99992322
 KV5068!UTM  18      -   1.00000468  x   0.99968127  =   0.99968595
 KV5068
 KV5068                          SUPERSEDED SURVEY CONTROL
 KV5068
 KV5068  NAD 83(1986)-  40 22 25.23133(N)    074 02 34.38207(W) AD(       ) 3
 KV5068  NAD 27      -  40 22 24.83955(N)    074 02 35.88346(W) AD(       ) 3
 KV5068  NGVD 29 (07/19/86)    3.0    (m)           10.     (f) VERT ANG       
 KV5068
 KV5068.Superseded values are not recommended for survey control.
 KV5068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5068.See file dsdata.txt to determine how the superseded data were derived.
 KV5068
 KV5068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8125369673(NAD 83)
 KV5068_MARKER: DR = REFERENCE MARK DISK
 KV5068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV5068_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5068+STABILITY: SURFACE MOTION
 KV5068
 KV5068  HISTORY     - Date     Condition        Report By
 KV5068  HISTORY     - 1981     MONUMENTED       NOS
 KV5068  HISTORY     - 19920728 MARK NOT FOUND   USPSQD
 KV5068
 KV5068                          STATION DESCRIPTION
 KV5068
 KV5068'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 KV5068'THE STATION IS LOCATED EAST OF THE BORO OF FAIRVIEW,
 KV5068'NEW JERSEY, ON THE NORTH BANK OF THE NAVESINK RIVER
 KV5068'NEAR THE POINT OF LAND WHICH MARKS THE ENTRANCE OF THE
 KV5068'EAST SIDE OF MCCLEESE CREEK.
 KV5068'
 KV5068'TO REACH THE STATION FROM THE NORTH END OF COOPERS
 KV5068'BRIDGE (N.J. 35) OVER THE NAVESINK RIVER IN FAIRVIEW,
 KV5068'NEW JERSEY, TRAVEL NORTH ON N.J. 35 FOR 0.4 KM (0.25 MILE)
 KV5068'TO THE INTERSECTION WITH NAVESINK RIVER ROAD. TURN RIGHT
 KV5068'AND PROCEED EASTERLY ON NAVESINK RIVER ROAD FOR 3.5 KM
 KV5068'(2.2 MILES) TO A DRIVEWAY ON THE RIGHT IMMEDIATELY EAST
 KV5068'OF A SIGN INDICATING M.J.STAVOLA FARMS. TURN RIGHT ONTO
 KV5068'DRIVEWAY AND PROCEED TO THE RIVER BANK AND TO STATION.
 KV5068'
 KV5068'THE STATION IS A STANDARD CGS REFERENCE DISK
 KV5068'STAMPED---MC CLEESE 1934 NO 1---,
 KV5068'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 22 CM IN DIAMETER
 KV5068'RECESSED 20 CM BELOW THE GROUND.  IT IS LOCATED
 KV5068'11.933 METERS (39.16 FT) NORTH-NORTHEAST FROM MC CLEESE 1934.
 KV5068'
 KV5068'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 KV5068
 KV5068                          STATION RECOVERY (1992)
 KV5068
 KV5068'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2807 ***********************************************************************
 KU2807  DESIGNATION -  MC NICHOL 1934
 KU2807  PID         -  KU2807
 KU2807  STATE/COUNTY-  NJ/MONMOUTH
 KU2807  USGS QUAD   -  SANDY HOOK (1981)
 KU2807
 KU2807                         *CURRENT SURVEY CONTROL
 KU2807  ___________________________________________________________________
 KU2807* NAD 83(1996)-  40 22 45.21895(N)    073 58 33.41214(W)     ADJUSTED  
 KU2807* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KU2807  ___________________________________________________________________
 KU2807  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 KU2807  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KU2807
 KU2807  HORZ ORDER  -  THIRD
 KU2807
 KU2807.The horizontal coordinates were established by classical geodetic methods
 KU2807.and adjusted by the National Geodetic Survey in September 1999..
 KU2807
 KU2807.The orthometric height was scaled from a topographic map.
 KU2807
 KU2807.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2807
 KU2807.The geoid height was determined by GEOID03.
 KU2807
 KU2807;                    North         East     Units Scale Factor Converg.
 KU2807;SPC NJ       -   171,750.802   194,497.947   MT  0.99992437   +0 20 22.2
 KU2807;SPC NJ       -   563,485.76    638,115.35   sFT  0.99992437   +0 20 22.2
 KU2807;UTM  18      - 4,470,352.440   586,928.059   MT  0.99969302   +0 39 48.5
 KU2807
 KU2807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2807!SPC NJ       -   1.00000485  x   0.99992437  =   0.99992922
 KU2807!UTM  18      -   1.00000485  x   0.99969302  =   0.99969787
 KU2807
 KU2807:                Primary Azimuth Mark                     Grid Az
 KU2807:SPC NJ       -  HART                                     287 22 54.7
 KU2807:UTM  18      -  HART                                     287 03 28.4
 KU2807
 KU2807|---------------------------------------------------------------------|
 KU2807| PID    Reference Object                     Distance      Geod. Az  |
 KU2807|                                                           dddmmss.s |
 KU2807| KU2806 HART                                APPROX. 1.7 KM 2874316.9 |
 KU2807| KU2796 KIPP                                169.549 METERS 35108     |
 KU2807|---------------------------------------------------------------------|
 KU2807
 KU2807                          SUPERSEDED SURVEY CONTROL
 KU2807
 KU2807  NAD 83(1986)-  40 22 45.22003(N)    073 58 33.41082(W) AD(       ) 3
 KU2807  NAD 27      -  40 22 44.82800(N)    073 58 34.92100(W) AD(       ) 3
 KU2807
 KU2807.Superseded values are not recommended for survey control.
 KU2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2807.See file dsdata.txt to determine how the superseded data were derived.
 KU2807
 KU2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8692870352(NAD 83)
 KU2807_MARKER: DS = TRIANGULATION STATION DISK
 KU2807_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KU2807_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU2807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2807
 KU2807  HISTORY     - Date     Condition        Report By
 KU2807  HISTORY     - 1934     MONUMENTED       CGS
 KU2807  HISTORY     - 1934     GOOD             CGS
 KU2807  HISTORY     - 1962     MARK NOT FOUND   CGS
 KU2807  HISTORY     - 19920722 MARK NOT FOUND   USPSQD
 KU2807
 KU2807                          STATION DESCRIPTION
 KU2807
 KU2807'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KU2807'LOCATED ON THE E BANK OF THE SHREWSBURY RIVER ABOUT 250 METERS N
 KU2807'OF SEA BRIGHT LIFE SAVING STATION ON THE PROPERTY OF
 KU2807'MR. A. MC NICHOL OF RUTHERFORD, NEW JERSEY.  LOCATED 10 METERS E
 KU2807'OF THE BULKHEAD, 2 METERS N OF THE FENCE LINE, 23 METERS W OF
 KU2807'HENRY PLACE AND 45 METERS S OF SHREWSBURY WAY.
 KU2807'
 KU2807'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 KU2807'REFERENCE MARKS NO.1 AND 2 ARE STANDARD
 KU2807'BRONZE DISKS SET IN CONCRETE.
 KU2807'
 KU2807'A DIRECT TIE WAS MADE TO STATION EARL (UNITED STATES ARMY
 KU2807'ENGINEERS), IT IS A COPPER TACK-THE CENTER OF FOUR-IN THE FLOOR
 KU2807'OVER THE BULKHEAD, SW BY W OF STATION AND ABOUT 2 FEET S OF FENCE
 KU2807'LINE.
 KU2807
 KU2807                          STATION RECOVERY (1934)
 KU2807
 KU2807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KU2807'REFERENCE MARK NO.1 IS N OF THE STATION ON THE PROPERTY LINE.
 KU2807'
 KU2807'REFERENCE MARK NO.2 IS E BY S OF STATION 2 METERS N OF THE
 KU2807'FENCE LINE.
 KU2807'
 KU2807'A TWENTY-FOOT SIGNAL WAS BUILT OVER THE SIGNAL TO SEE
 KU2807'TRIANGULATION STATION TAILOR, OTHER STATIONS VISIBLE FROM GROUND.
 KU2807'
 KU2807'REACHED FROM SEA BRIGHT AS FOLLOWS--GO N ON OCEAN AVENUE
 KU2807'TURN W ON SHREWSBURY DRIVE (0.1 MILE N OF THE SEA BRIGHT COAST
 KU2807'GUARD STATION) AND TURN W INTO HENRY PLACE.  STATION IS W OF
 KU2807'END OF ROAD.
 KU2807
 KU2807                          STATION RECOVERY (1962)
 KU2807
 KU2807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2807'NOT RECOVERED.  THE AREA WAS SEARCHED WITH THE PRESENT OWNER,
 KU2807'UNSUCCESSFULLY.
 KU2807
 KU2807                          STATION RECOVERY (1992)
 KU2807
 KU2807'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4925 ***********************************************************************
 KV4925  DESIGNATION -  MC USCA 1940
 KV4925  PID         -  KV4925
 KV4925  STATE/COUNTY-  NJ/MONMOUTH
 KV4925  USGS QUAD   -  SANDY HOOK (1981)
 KV4925
 KV4925                         *CURRENT SURVEY CONTROL
 KV4925  ___________________________________________________________________
 KV4925* NAD 83(1996)-  40 28 15.19567(N)    074 00 36.97025(W)     ADJUSTED  
 KV4925* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4925  ___________________________________________________________________
 KV4925  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 KV4925  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV4925
 KV4925  HORZ ORDER  -  SECOND
 KV4925
 KV4925.The horizontal coordinates were established by classical geodetic methods
 KV4925.and adjusted by the National Geodetic Survey in September 1999..
 KV4925
 KV4925.The orthometric height was scaled from a topographic map.
 KV4925
 KV4925.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4925
 KV4925.The geoid height was determined by GEOID03.
 KV4925
 KV4925;                    North         East     Units Scale Factor Converg.
 KV4925;SPC NJ       -   181,911.347   191,527.226   MT  0.99992122   +0 19 04.3
 KV4925;SPC NJ       -   596,820.81    628,368.91   sFT  0.99992122   +0 19 04.3
 KV4925;UTM  18      - 4,480,493.647   583,900.589   MT  0.99968665   +0 38 32.8
 KV4925
 KV4925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4925!SPC NJ       -   1.00000466  x   0.99992122  =   0.99992588
 KV4925!UTM  18      -   1.00000466  x   0.99968665  =   0.99969131
 KV4925
 KV4925                          SUPERSEDED SURVEY CONTROL
 KV4925
 KV4925  NAD 83(1996)-  40 28 15.19549(N)    074 00 36.97016(W) AD(       ) 2
 KV4925  NAD 83(1986)-  40 28 15.19514(N)    074 00 36.96947(W) AD(       ) 2
 KV4925  NAD 27      -  40 28 14.80900(N)    074 00 38.46900(W) AD(       ) 2
 KV4925
 KV4925.Superseded values are not recommended for survey control.
 KV4925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4925.See file dsdata.txt to determine how the superseded data were derived.
 KV4925
 KV4925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8390180494(NAD 83)
 KV4925_MARKER: DD = SURVEY DISK
 KV4925_SETTING: 0 = UNSPECIFIED SETTING
 KV4925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4925
 KV4925  HISTORY     - Date     Condition        Report By
 KV4925  HISTORY     - 1940     MONUMENTED       LOCENG
 KV4925  HISTORY     - 1962     GOOD             CGS
 KV4925  HISTORY     - 19950728 GOOD             USPSQD
 KV4925
 KV4925                          STATION DESCRIPTION
 KV4925
 KV4925'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (CIA)
 KV4925'STATION IS MARKED BY A U.S.C.A. DISK, SET IN THE CENTER OF THE
 KV4925'CONCRETE INSTRUMENT BASE AT MINE CONTROL.
 KV4925
 KV4925                          STATION RECOVERY (1962)
 KV4925
 KV4925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV4925'RECOVERED IN GOOD CONDITION.  THE BUILDING, NOW
 KV4925'USED BY THE NAVY, IS APPROACHED THROUGH A TUNNEL, AND IS
 KV4925'UNLIGHTED.  THE DISK IS STAMPED MC CASEMATE 1940.
 KV4925
 KV4925                          STATION RECOVERY (1995)
 KV4925
 KV4925'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5023 ***********************************************************************
 KV5023  DESIGNATION -  MCCLEESE
 KV5023  PID         -  KV5023
 KV5023  STATE/COUNTY-  NJ/MONMOUTH
 KV5023  USGS QUAD   -  LONG BRANCH (1981)
 KV5023
 KV5023                         *CURRENT SURVEY CONTROL
 KV5023  ___________________________________________________________________
 KV5023* NAD 83(1996)-  40 22 25.18758(N)    074 02 33.87970(W)     ADJUSTED  
 KV5023* NAVD 88     -         0.9    (meters)       3.     (feet)  VERTCON   
 KV5023  ___________________________________________________________________
 KV5023  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 KV5023  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV5023
 KV5023  HORZ ORDER  -  THIRD
 KV5023
 KV5023.The horizontal coordinates were established by classical geodetic methods
 KV5023.and adjusted by the National Geodetic Survey in September 1999..
 KV5023
 KV5023.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5023
 KV5023.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5023
 KV5023.The geoid height was determined by GEOID03.
 KV5023
 KV5023;                    North         East     Units Scale Factor Converg.
 KV5023;SPC NJ       -   171,101.527   188,829.339   MT  0.99991855   +0 17 46.3
 KV5023;SPC NJ       -   561,355.59    619,517.59   sFT  0.99991855   +0 17 46.3
 KV5023;UTM  18      - 4,469,671.286   581,264.540   MT  0.99968129   +0 37 12.4
 KV5023
 KV5023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5023!SPC NJ       -   1.00000496  x   0.99991855  =   0.99992351
 KV5023!UTM  18      -   1.00000496  x   0.99968129  =   0.99968625
 KV5023
 KV5023:                Primary Azimuth Mark                     Grid Az
 KV5023:SPC NJ       -  RED BANK SIGMUND EISNER TANK             226 00 13.5
 KV5023:UTM  18      -  RED BANK SIGMUND EISNER TANK             225 40 47.4
 KV5023
 KV5023|---------------------------------------------------------------------|
 KV5023| PID    Reference Object                     Distance      Geod. Az  |
 KV5023|                                                           dddmmss.s |
 KV5023| KV5051 RED BANK SIGMUND EISNER TANK        APPROX. 3.8 KM 2261759.8 |
 KV5023| KV5025 MOLLY PITCHER HOTEL CUPOLA          APPROX. 3.5 KM 2282200.3 |
 KV5023| KV5071 RED BANK                            APPROX. 3.4 KM 2330805.4 |
 KV5023| KV5068 MC CLEESE 1934 RM 1                  11.939 METERS 27637     |
 KV5023| CB5316 MCCLEESE RM 2                        25.596 METERS 35915     |
 KV5023|---------------------------------------------------------------------|
 KV5023
 KV5023                          SUPERSEDED SURVEY CONTROL
 KV5023
 KV5023  NAD 83(1986)-  40 22 25.18669(N)    074 02 33.87938(W) AD(       ) 3
 KV5023  NAD 27      -  40 22 24.79500(N)    074 02 35.38100(W) AD(       ) 3
 KV5023  NGVD 29 (07/19/86)    1.2    (m)            4.     (f) VERT ANG       
 KV5023
 KV5023.Superseded values are not recommended for survey control.
 KV5023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5023.See file dsdata.txt to determine how the superseded data were derived.
 KV5023
 KV5023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8126569671(NAD 83)
 KV5023_MARKER: DS = TRIANGULATION STATION DISK
 KV5023_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV5023_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5023_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5023
 KV5023  HISTORY     - Date     Condition        Report By
 KV5023  HISTORY     - 1934     MONUMENTED       CGS
 KV5023  HISTORY     - 1981     SEE DESCRIPTION  NOS
 KV5023  HISTORY     - 1983     GOOD             USPSQD
 KV5023  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 KV5023
 KV5023                          STATION DESCRIPTION
 KV5023
 KV5023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5023'LOCATED ON THE N BANK OF THE NAVESINK (NORTH BRANCH) RIVER ON
 KV5023'THE PROMINENT POINT WHICH FORMS THE E ENTRANCE TO MC CLEESE CREEK
 KV5023'ON PROPERTY OF MRS. SARA MC CLEESE.  IT IS IN FRONT OF THE HOUSE
 KV5023'AT FOOT OF STEEP SLOPE IN SOLID GROUND 11 METERS FROM HIGH
 KV5023'WATER LINE, 16 METERS SW OF A LARGE WILLOW TREE, 10 METERS SE OF
 KV5023'A LARGE WILLOW TREE AND 12 METERS E OF THE PATH TO HOUSE.
 KV5023'
 KV5023'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 KV5023'REFERENCE MARKS ARE STANDARD BRONZE
 KV5023'DISKS SET IN CONCRETE.
 KV5023'
 KV5023'REFERENCE MARK NO.1 IS IN THE PATH TO THE HOUSE.
 KV5023'
 KV5023'REFERENCE MARK NO.2 IS IN THE BANK TO THE NE AND CLOSE TO
 KV5023'WILLOW TREE.
 KV5023'
 KV5023'REACHED FROM RED BANK AS FOLLOWS--GO N OVER ROUTE 35 BRIDGE
 KV5023'AND TURN E TO RIVERSIDE DRIVE (0.3 MILE N OF BRIDGE), AFTER
 KV5023'PASSING MC CLEESE CREEK BRIDGE CONTINUE 0.2 MILE TO TOP OF
 KV5023'HILL AND PRIVATE DRIVE, TURN S TO HOUSE AND STATION.
 KV5023'
 KV5023'ALL STATIONS ARE VISIBLE FROM THE GROUND.
 KV5023
 KV5023                          STATION RECOVERY (1981)
 KV5023
 KV5023'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 KV5023'STATION IS LOCATED EAST OF THE BORO OF FAIRVIEW,
 KV5023'NEW JERSEY ON THE NORTH BANK OF THE NAVESINK RIVER
 KV5023'NEAR THE POINT OF LAND THAT MARKS THE EAST SIDE OF
 KV5023'THE ENTRANCE TO MCCLEESE CREEK. STATION AND RM 1
 KV5023'WERE RECOVERED, RM 2 WAS SEARCHED FOR BUT NOT FOUND.
 KV5023'
 KV5023'TO REACH THE STATION FROM THE NORTH END OF COOPERS BRIDGE
 KV5023'(N.J. 35) OVER THE NAVESINK RIVER IN FAIRVIEW, NEW JERSEY,
 KV5023'TRAVEL NORTH ON N.J. 35 FOR 0.4 KM (0.25 MILE) TO INTERSECTION OF
 KV5023'NAVESINK RIVER ROAD, TURN RIGHT AND PROCEED EASTERLY ON
 KV5023'NAVESINK RIVER ROAD FOR 3.5 KM (2.2 MILES) TO A DRIVEWAY ON THE
 KV5023'RIGHT IMMEDIATLY EAST OF A SIGN INDICATING M.J. STAVOLA
 KV5023'FARMS, TURN RIGHT AND PROCEED DOWN DRIVEWAY TO THE RIVER
 KV5023'BANK AND THE STATION.
 KV5023'
 KV5023'THE STATION IS A STANDARD CGS DISK
 KV5023'STAMPED---MC CLEESE 1934---,
 KV5023'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 KV5023'RECESSED 70 CM BELOW THE GROUND.  IT IS LOCATED
 KV5023'31.32 METERS (102.7 FT) SOUTHEAST FROM A 18 INCH DIAMETER ELM TREE
 KV5023'WITH A PK NAIL DRIVEN INTO IT
 KV5023'18.46 METERS (60.55 FT) NORTH FROM THE SOUTHERNMOST CORNER OF A
 KV5023'BULKHEAD WHICH IS IN RUINS
 KV5023'5.80 METERS (19.03 FT) SOUTH FROM THE CENTERLINE OF A TRACK ROAD
 KV5023'WHICH RUNS ALONG THE RIVER BANK.
 KV5023'
 KV5023'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 2.42 METERS.
 KV5023
 KV5023                          STATION RECOVERY (1983)
 KV5023
 KV5023'RECOVERY NOTE BY US POWER SQUADRON 1983 (PJM)
 KV5023'A MAJOR MARKS IN THIS AREA USED CONSTANTLY ACCORDING TO WILLIARD AND
 KV5023'YORKANIS INC.  MOST RECENTLY AUG. 1983 DESCRIPTION IS GOOD TO
 KV5023'EXCELLENT CONDITION IS EXCELLENT.
 KV5023
 KV5023                          STATION RECOVERY (1992)
 KV5023
 KV5023'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU4517 ***********************************************************************
 KU4517  DESIGNATION -  MCCRANE
 KU4517  PID         -  KU4517
 KU4517  STATE/COUNTY-  NJ/MONMOUTH
 KU4517  USGS QUAD   -  LONG BRANCH (1981)
 KU4517
 KU4517                         *CURRENT SURVEY CONTROL
 KU4517  ___________________________________________________________________
 KU4517* NAD 83(1996)-  40 20 55.87838(N)    073 58 36.21261(W)     ADJUSTED  
 KU4517* NAVD 88     -         1.     (meters)       3.     (feet)  VERTCON   
 KU4517  ___________________________________________________________________
 KU4517  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 KU4517  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KU4517
 KU4517  HORZ ORDER  -  THIRD
 KU4517
 KU4517.The horizontal coordinates were established by classical geodetic methods
 KU4517.and adjusted by the National Geodetic Survey in September 1999..
 KU4517
 KU4517.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4517
 KU4517.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4517
 KU4517.The geoid height was determined by GEOID03.
 KU4517
 KU4517;                    North         East     Units Scale Factor Converg.
 KU4517;SPC NJ       -   168,378.126   194,451.840   MT  0.99992432   +0 20 19.7
 KU4517;SPC NJ       -   552,420.57    637,964.08   sFT  0.99992432   +0 20 19.7
 KU4517;UTM  18      - 4,466,980.338   586,901.023   MT  0.99969296   +0 39 45.2
 KU4517
 KU4517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4517!SPC NJ       -   1.00000490  x   0.99992432  =   0.99992922
 KU4517!UTM  18      -   1.00000490  x   0.99969296  =   0.99969786
 KU4517
 KU4517                          SUPERSEDED SURVEY CONTROL
 KU4517
 KU4517  NAD 83(1986)-  40 20 55.87786(N)    073 58 36.20833(W) AD(       ) 3
 KU4517  NGVD 29 (07/14/89)    2.     (m)            7.     (f) VERT ANG       
 KU4517
 KU4517.Superseded values are not recommended for survey control.
 KU4517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4517.See file dsdata.txt to determine how the superseded data were derived.
 KU4517
 KU4517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8690166980(NAD 83)
 KU4517_MARKER: DE = TRAVERSE STATION DISK
 KU4517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU4517_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KU4517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4517+STABILITY: SURFACE MOTION
 KU4517
 KU4517  HISTORY     - Date     Condition        Report By
 KU4517  HISTORY     - 1982     MONUMENTED       NOS
 KU4517  HISTORY     - 19920807 MARK NOT FOUND   USPSQD
 KU4517
 KU4517                          STATION DESCRIPTION
 KU4517
 KU4517'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 KU4517'THE STATION IS LOCATED AT THE FOOT OF
 KU4517'ISLAND WAY AVENUE IN SEA BRIGHT.
 KU4517'
 KU4517'TO REACH THE STATION FROM THE INTERSECTION OF RUMSON ROAD AND
 KU4517'OCEAN AVENUE, GO SOUTH ON OCEAN AVENUE FOR
 KU4517'1.95 KM (1.21 MILES) TO A ROAD ON THE RIGHT BETWEEN TWO APARTMENT
 KU4517'BUILDINGS.  TURN RIGHT AND PROCEED TO THE END OF
 KU4517'ISLAND WAY AVENUE AND THE VICINITY OF THE STATION ON THE
 KU4517'RIGHT.
 KU4517'
 KU4517'THE STATION IS A STANDARD NOS DISK
 KU4517'STAMPED---MCCRANE 1982---,
 KU4517'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 KU4517'FLUSH WITH GROUND.  IT IS LOCATED
 KU4517'13.65 METERS (44.78 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 KU4517'THE MCCRANE RESIDENCE,
 KU4517'12.37 METERS (40.58 FT) WEST FROM THE SOUTHWEST CORNER OF THE
 KU4517'RESIDENCE, AND
 KU4517'7.13 METERS (23.39 FT) NORTH FROM THE NORTHWEST CORNER OF THE
 KU4517'BULKHEAD AT THE FOOT OF ISLAND WAY AVENUE.
 KU4517'
 KU4517'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.51 METERS.
 KU4517'DESCRIBED BY B. LINK.
 KU4517
 KU4517                          STATION RECOVERY (1992)
 KU4517
 KU4517'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU4517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2830 ***********************************************************************
 JU2830  DESIGNATION -  MCKEE TOWN
 JU2830  PID         -  JU2830
 JU2830  STATE/COUNTY-  NJ/ATLANTIC
 JU2830  USGS QUAD   -  PLEASANTVILLE (1994)
 JU2830
 JU2830                         *CURRENT SURVEY CONTROL
 JU2830  ___________________________________________________________________
 JU2830* NAD 83(1996)-  39 26 17.91152(N)    074 37 02.29625(W)     ADJUSTED  
 JU2830* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 JU2830  ___________________________________________________________________
 JU2830  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 JU2830  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JU2830
 JU2830  HORZ ORDER  -  FIRST
 JU2830
 JU2830.The horizontal coordinates were established by classical geodetic methods
 JU2830.and adjusted by the National Geodetic Survey in September 1999..
 JU2830
 JU2830.The orthometric height was scaled from a topographic map.
 JU2830
 JU2830.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2830
 JU2830.The geoid height was determined by GEOID03.
 JU2830
 JU2830;                    North         East     Units Scale Factor Converg.
 JU2830;SPC NJ       -    67,163.058   139,902.332   MT  0.99990125   -0 04 28.3
 JU2830;SPC NJ       -   220,350.80    458,996.23   sFT  0.99990125   -0 04 28.3
 JU2830;UTM  18      - 4,365,487.879   532,932.897   MT  0.99961335   +0 14 35.2
 JU2830
 JU2830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2830!SPC NJ       -   1.00000209  x   0.99990125  =   0.99990333
 JU2830!UTM  18      -   1.00000209  x   0.99961335  =   0.99961543
 JU2830
 JU2830|---------------------------------------------------------------------|
 JU2830| PID    Reference Object                     Distance      Geod. Az  |
 JU2830|                                                           dddmmss.s |
 JU2830| JU2831 MC KEE TOWN FIRE LOOKOUT TOWER       10.757 METERS 01348     |
 JU2830| CB2259 MCKEE TOWN RM 4                      21.120 METERS 07039     |
 JU2830| CB2256 MCKEE TOWN RM 1                      42.703 METERS 10146     |
 JU2830| CB2257 MCKEE TOWN RM 2=MON 1822                           12223     |
 JU2830| JU2827 PLEASANTVILLE HAMMELL MON TANK      APPROX. 8.8 KM 1242203.1 |
 JU2830| JU2826 PLEASANTVILLE WATER TANK            APPROX. 9.5 KM 1345937.0 |
 JU2830| JU2824 BLACK STANDPIPE                     APPROX. 7.3 KM 1540422.6 |
 JU2830| JU2883 JEFF                                APPROX.13.7 KM 1921637.6 |
 JU2830| JU2878 ELECTRIC EAST                       APPROX.13.6 KM 2030049.0 |
 JU2830| JU2877 ELECTRIC WEST                       APPROX.13.3 KM 2041650.6 |
 JU2830| JU2891 EAST TOWER                          APPROX. 8.2 KM 2595322.3 |
 JU2830| JU2892 WEST TOWER                          APPROX. 8.5 KM 2602853.2 |
 JU2830| JU2889 WATER                               APPROX. 9.8 KM 2683838.9 |
 JU2830| JU2886 WESTERNMOST OF TWIN TANKS           APPROX.10.5 KM 2785741.2 |
 JU2830| JU2887 EASTERNMOST OF TWIN TANKS           APPROX.10.5 KM 2785731.6 |
 JU2830| JU2893 MAYS LANDING STANDPIPE              APPROX. 9.4 KM 2800642.1 |
 JU2830| CB2258 MCKEE TOWN RM 3                      15.152 METERS 34925     |
 JU2830|---------------------------------------------------------------------|
 JU2830
 JU2830                          SUPERSEDED SURVEY CONTROL
 JU2830
 JU2830  NAD 83(1986)-  39 26 17.90092(N)    074 37 02.29400(W) AD(       ) 1
 JU2830  NAD 27      -  39 26 17.48100(N)    074 37 03.72800(W) AD(       ) 1
 JU2830
 JU2830.Superseded values are not recommended for survey control.
 JU2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2830.See file dsdata.txt to determine how the superseded data were derived.
 JU2830
 JU2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3293365488(NAD 83)
 JU2830_MARKER: DS = TRIANGULATION STATION DISK
 JU2830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2830_SP_SET: CONCRETE POST
 JU2830_STAMPING: MCKEETOWN 1932
 JU2830_MARK LOGO: CGS   
 JU2830_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2830+STABILITY: SURFACE MOTION
 JU2830_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2830+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1990
 JU2830
 JU2830  HISTORY     - Date     Condition        Report By
 JU2830  HISTORY     - 1932     MONUMENTED       CGS
 JU2830  HISTORY     - 1932     GOOD             CGS
 JU2830  HISTORY     - 1934     GOOD             NJGS
 JU2830  HISTORY     - 1935     GOOD             CGS
 JU2830  HISTORY     - 1950     GOOD             CGS
 JU2830  HISTORY     - 1965     GOOD             CGS
 JU2830  HISTORY     - 1980     GOOD             NGS
 JU2830  HISTORY     - 19900925 GOOD             NJGS
 JU2830
 JU2830                          STATION DESCRIPTION
 JU2830
 JU2830'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2830'STATION IS ON PROPERTY OF THE DEPARTMENT OF CONSERVATION OF NEW
 JU2830'JERSEY ABOUT 6.1 MILES NW OF PLEASANTVILLE.  REACHED FROM
 JU2830'PLEASANTVILLE BY ROUTE 48 NW 6.1 MILES TO FIRE TOWER ON S SIDE OF
 JU2830'HIGHWAY.  STATION IS AT S EDGE OF STATE PROPERTY 6.1 METERS S OF
 JU2830'SE LEG OF FIRE TOWER.  9.8 METERS SE OF SW LEG OF FIRE TOWER.  22
 JU2830'METERS SE OF SE CORNER OF WHITE HOUSE ON LAND ADJACENT TO
 JU2830'TOWER.  28.6 METERS SW OF CENTER LINE OF SW ROADWAY OF
 JU2830'HIGHWAY.
 JU2830'
 JU2830'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2830'DISKS SET IN CONCRETE AS DESCRIBED.
 JU2830'
 JU2830'REFERENCE MARK NO.1 IS E OF STATION 10 METERS SW OF CENTER
 JU2830'LINE OF SW ROADWAY OF HIGHWAY.  2.6 METERS S OF GRANITE HIGHWAY
 JU2830'MARKER.  REFERENCE MARK NO. 2 IS SE OF STATION 9 METERS NE OF
 JU2830'CENTER LINE OF NE ROADWAY OF HIGHWAY.  40 METERS NE OF SMALL
 JU2830'DINER.  REFERENCE MARK NO. 3 IS NNW OF STATION AT W EDGE OF STATE
 JU2830'PROPERTY, 5.2 METERS NNW OF SW LEG OF FIRE TOWER.  5.3 METERS SW
 JU2830'OF NW LEG OF FIRE TOWER.  18.3 METERS SW OF CENTER LINE OF SW
 JU2830'ROADWAY OF HIGHWAY.  14.1 METERS NE OF SE CORNER OF WHITE
 JU2830'HOUSE ON LAND ADJACENT TO FIRE TOWER.
 JU2830'
 JU2830'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 JU2830
 JU2830                          STATION RECOVERY (1932)
 JU2830
 JU2830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 JU2830'RECOVERED IN GOOD CONDITION.
 JU2830
 JU2830                          STATION RECOVERY (1934)
 JU2830
 JU2830'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1934
 JU2830'EGG HARBOR TOWNSHIP, ATLANTIC COUNTY, NEW JERSEY.  REFERENCE MARK
 JU2830'NO. 2--MC KEE TOWN WAS USED AS MONUMENT 1822 BY THE
 JU2830'N.J. GEOD.S.  IT IS A STANDARD U.S.C. AND G.S. DISK, SET IN
 JU2830'CONCRETE, 5.8 MILES NW FROM PLEASANTVILLE ON STATE HIGHWAY
 JU2830'48.  IT IS LOCATED 0.2 MILE NW OF THE INTERSECTION OF ROUTE 48
 JU2830'AND ENGLISH CREEK AVENUE.
 JU2830'
 JU2830'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 JU2830'DESCRIBED.
 JU2830'
 JU2830'THE REFERENCE MARK IS 29.5 FEET NE OF THE CENTER LINE OF THE
 JU2830'NE ROADWAY OF THE HIGHWAY AND 131 FEET NE OF SMALL DINER.  THE
 JU2830'LENGTH OF THE LINE TO MONUMENT NO. 1822 IS 947.38 FEET AND ITS
 JU2830'BEARING IS S 47 DEG 29 MIN E, FROM THE REFERENCE MARK TOWARD
 JU2830'THE MONUMENT.
 JU2830
 JU2830                          STATION RECOVERY (1935)
 JU2830
 JU2830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU2830'THE STATION MARK AND ALL REFERENCE MARKS WERE RECOVERED IN
 JU2830'GOOD CONDITION.  THE FOLLOWING CHANGES SHOULD BE NOTED.  THE
 JU2830'STATION IS 6.8 METERS S OF THE SE LEG OF A FIRE TOWER, AND 22
 JU2830'METERS SE OF THE SE CORNER OF A WHITE FRAME HOUSE ON PROPERTY
 JU2830'ADJACENT TO THE TOWER.
 JU2830'
 JU2830'REFERENCE MARK NO. 2 (AZ.MK.) IS 10 PACES NE OF THE CENTER LINE
 JU2830'OF THE NE ROADWAY OF U.S. HIGHWAY 40 AND ROUTE 48, AND 62 PACES
 JU2830'NE OF A SMALL DINER.
 JU2830'
 JU2830'REFERENCE MARK NO. 3 IS 5.4 METERS NNW OF THE SW LEG OF A FIRE
 JU2830'TOWER.  THE DESCRIPTION TO REACH THE TOWER IS ADEQUATE.
 JU2830'
 JU2830'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 JU2830
 JU2830                          STATION RECOVERY (1950)
 JU2830
 JU2830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2830'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 JU2830'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED
 JU2830'WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED
 JU2830'DESCRIPTION IS ADEQUATE AND CORRECT WITH THE FOLLOWING
 JU2830'EXCEPTIONS--
 JU2830'
 JU2830'A NEW FIRE TOWER HAS BEEN CONSTRUCTED AND THE DINER NO LONGER
 JU2830'EXISTS.  STATION IS 24.6 FEET S OF SE LEG OF FIRE TOWER, 38.4
 JU2830'FEET SE OF SW LEG, AND 66.6 FEET SE OF SE CORNER OF HOUSE.
 JU2830'
 JU2830'R.M. 2 IS 12.5 FEET E OF ACE POLE 15065.  R.M. 3 IS 11.5 FEET
 JU2830'NNW OF SW LEG OF FIRE TOWER, 14.4 FEET SW OF NW LEG, AND 43.0
 JU2830'FEET NE OF SE CORNER OF HOUSE.
 JU2830
 JU2830                          STATION RECOVERY (1965)
 JU2830
 JU2830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 JU2830'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JU2830'
 JU2830'R.M. NO. 3 WAS ALSO RECOVERED IN GOOD CONDITION.  THE R.M. WAS
 JU2830'REMEASURED AND FOUND TO BE 49.75 FT. FROM THE STATION.
 JU2830'
 JU2830'R.M.S NO. 1 AND NO. 2 (AZ.MRK.) WERE NOT FOUND.
 JU2830
 JU2830                          STATION RECOVERY (1980)
 JU2830
 JU2830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 JU2830'THE STATION MARK AND REFERENCE MARK THREE WERE RECOVERED AND FOUND IN
 JU2830'GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK ONE WAS SEARCHED
 JU2830'FOR BUT NOT FOUND.  IT IS BELIEVED THEY WERE DESTROYED BY
 JU2830'CONSTRUCTION.  A NEW REFERENCE MARK FOUR WAS SET.  THERE IS NO
 JU2830'SUITABLE LOCATION TO SET A NEW AZIMUTH MARK AT THIS DATE.
 JU2830'
 JU2830'A COMPLETE NEW DESCRIPTION FOLLOWS.
 JU2830'
 JU2830'THE STATION IS LOCATED ABOUT 10 AIRLINE MILES NORTHWEST OF ATLANTIC
 JU2830'CITY, 6 MILES NORTHWEST OF PLEASANTVILLE, 2 MILES SOUTHEAST OF MC KEE
 JU2830'TOWN AND ON STATE OWNED PROPERTY.  IT IS IN THE NORTHEAST EDGE OF THE
 JU2830'TOWER 1999 MOBILE HOME PARK.
 JU2830'
 JU2830'TO REACH THE STATION FROM THE POST OFFICE IN PLEASANTVILLE, GO
 JU2830'NORTHWEST ON U.S. HIGHWAYS 40 AND 322 FOR 6.15 MILES TO THE STATION
 JU2830'ON THE LEFT NEAR THE MC KEE TOWN FIRE LOOKOUT TOWER.
 JU2830'
 JU2830'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 JU2830'STAMPED---MC KEE TOWN 1932---SET INTO THE TOP OF A SQUARE CONCRETE
 JU2830'MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 15 CM (6 INCHES) ABOVE
 JU2830'THE GROUND LOCATED 28.50 METERS (93.5 FEET) SW FROM THE CENTER OF THE
 JU2830'EAST BOUND LANE OF THE HIGHWAY, 15.85 METERS (52.0 FEET) SW FROM A
 JU2830'POWERLINE POLE NUMBERED BT837, 15.54 METERS (51.0 FEET) SSW FROM A
 JU2830'WITNESS POST, 7.53 METERS (24.7 FEET) S FROM THE MOST SOUTHEAST LEG
 JU2830'OF THE LOOKOUT TOWER, AND 7.25 METERS (23.8 FEET) W FROM THE
 JU2830'NORTHWEST CORNER OF A MOBILE HOME IN LOT NO. 5.
 JU2830'
 JU2830'REFERENCE MARK NO. 3 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 JU2830'NOS) DISK STAMPED---MC KEE TOWN NO 3 1932---SET INTO THE TOP OF A
 JU2830'SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE
 JU2830'GROUND LOCATED 18.44 METERS (60.5 FEET) SW FROM THE CENTER OF THE
 JU2830'EAST BOUND LANE OF THE HIGHWAY, 4.33 METERS (14.2 FEET) SW FROM THE
 JU2830'NORTHWEST LEG OF THE LOOKOUT TOWER, 17.68 METERS (58.0 FEET) NW FROM
 JU2830'THE NORTHWEST CORNER OF THE MOBILE HOME, AND 0.61 METER (2.0 FEET) S
 JU2830'FROM THE WITNESS POST.
 JU2830'
 JU2830'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JU2830'STAMPED---MC KEE TOWN 1932 NO 4 1980---CEMENTED IN A DRILL HOLE IN
 JU2830'THE APPROXIMATE CENTER OF A SLAB OF CONCRETE WHICH IS 1-1/2 FEET BY
 JU2830'6-FEET IN SIZE AND PROJECTS 6-INCHES.  MARK IS LOCATED 14.60 METERS
 JU2830'(47.9 FEET) NE FROM THE NORTHEAST LEG OF THE LOOKOUT TOWER, 14.45
 JU2830'METERS (47.4 FEET) N FROM THE NORTHEAST CORNER OF THE MOBILE HOME,
 JU2830'10.36 METERS (34.0 FEET) SW FROM THE CENTER OF THE EAST BOUND LANE OF
 JU2830'THE ROAD, 5.79 METERS (19.0 FEET) NE FROM THE POWERLINE POLE NUMBERED
 JU2830'BT837, AND 0.6 METER (2 FEET) HIGHER THAN THE STATION.
 JU2830
 JU2830                          STATION RECOVERY (1990)
 JU2830
 JU2830'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2830'THE STATION WAS RECOVERED AT THIS DATE. THE STATION IS LOCATED IN
 JU2830'HAMILTON TOWNSHIP, ON THE SOUTHWEST SIDE OF U.S. HIGHWAY 30 AND 322,
 JU2830'SOUTH OF THE FIRE TOWER, WEST OF A TRAILER IN TRAILER PARK NAMED
 JU2830'TOWER 1999, PROJECTING 0.05 M (0.16 FT) .  NO MEASUREMENTS WERE
 JU2830'TAKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2697 ***********************************************************************
 JU2697  DESIGNATION -  MCKINLAY
 JU2697  PID         -  JU2697
 JU2697  STATE/COUNTY-  NJ/OCEAN
 JU2697  USGS QUAD   -  WEST CREEK (1972)
 JU2697
 JU2697                         *CURRENT SURVEY CONTROL
 JU2697  ___________________________________________________________________
 JU2697* NAD 83(1996)-  39 43 12.64119(N)    074 14 59.43672(W)     ADJUSTED  
 JU2697* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 JU2697  ___________________________________________________________________
 JU2697  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 JU2697  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JU2697
 JU2697  HORZ ORDER  -  FIRST
 JU2697
 JU2697.The horizontal coordinates were established by classical geodetic methods
 JU2697.and adjusted by the National Geodetic Survey in September 1999..
 JU2697
 JU2697.The orthometric height was scaled from a topographic map.
 JU2697
 JU2697.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2697
 JU2697.The geoid height was determined by GEOID03.
 JU2697
 JU2697;                    North         East     Units Scale Factor Converg.
 JU2697;SPC NJ       -    98,478.265   171,446.633   MT  0.99990566   +0 09 35.5
 JU2697;SPC NJ       -   323,090.77    562,487.83   sFT  0.99990566   +0 09 35.5
 JU2697;UTM  18      - 4,396,969.452   564,294.078   MT  0.99965089   +0 28 45.8
 JU2697
 JU2697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2697!SPC NJ       -   1.00000056  x   0.99990566  =   0.99990622
 JU2697!UTM  18      -   1.00000056  x   0.99965089  =   0.99965145
 JU2697
 JU2697:                Primary Azimuth Mark                     Grid Az
 JU2697:SPC NJ       -  BARNEGAT LIGHTHOUSE                      068 04 35.7
 JU2697:UTM  18      -  BARNEGAT LIGHTHOUSE                      067 45 25.4
 JU2697
 JU2697|---------------------------------------------------------------------|
 JU2697| PID    Reference Object                     Distance      Geod. Az  |
 JU2697|                                                           dddmmss.s |
 JU2697| JU2628 BARNEGAT LIGHTHOUSE                 APPROX.13.3 KM 0681411.2 |
 JU2697| CB2260 MCKINLAY RM 1                       298.308 METERS 10742     |
 JU2697| JU2681 SURF CITY WATER TANK                APPROX. 9.6 KM 1304522.8 |
 JU2697| CB2261 MCKINLAY RM 2 AZIMUTH                              14032     |
 JU2697| JU2678 SHIP BOTTOM MUN STANDPIPE           APPROX.10.3 KM 1445900.9 |
 JU2697| JU2747 CEDAR BRIDGE FIRE TOWER             APPROX.10.6 KM 3090848.8 |
 JU2697| CB2262 MCKINLAY RM 3                       396.546 METERS 33946     |
 JU2697|---------------------------------------------------------------------|
 JU2697
 JU2697                          SUPERSEDED SURVEY CONTROL
 JU2697
 JU2697  NAD 83(1986)-  39 43 12.63355(N)    074 14 59.43127(W) AD(       ) 1
 JU2697  NAD 27      -  39 43 12.20270(N)    074 15 00.92330(W) AD(       ) 1
 JU2697
 JU2697.Superseded values are not recommended for survey control.
 JU2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2697.See file dsdata.txt to determine how the superseded data were derived.
 JU2697
 JU2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6429496969(NAD 83)
 JU2697_MARKER: DS = TRIANGULATION STATION DISK
 JU2697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2697_SP_SET: CONCRETE POST
 JU2697_STAMPING: MCKINLEY 1932
 JU2697_MARK LOGO: CGS   
 JU2697_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2697+STABILITY: SURFACE MOTION
 JU2697_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2697+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1990
 JU2697
 JU2697  HISTORY     - Date     Condition        Report By
 JU2697  HISTORY     - 1932     MONUMENTED       CGS
 JU2697  HISTORY     - 1932     GOOD             CGS
 JU2697  HISTORY     - 1936     GOOD             NJGS
 JU2697  HISTORY     - 1950     GOOD             CGS
 JU2697  HISTORY     - 1962     GOOD             CGS
 JU2697  HISTORY     - 1974     GOOD             NGS
 JU2697  HISTORY     - 19900807 GOOD             NJGS
 JU2697
 JU2697                          STATION DESCRIPTION
 JU2697
 JU2697'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2697'STATION IS ABOUT 1-1/2 MILES ENE OF MANAHAWKIN ON THE BEACH VIEW
 JU2697'FARM OWNED BY WALTER MC KINLAY.
 JU2697'
 JU2697'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2697'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU2697'
 JU2697'REFERENCE MARK NO.1 IS E OF STATION AT SE CORNER OF WIRE
 JU2697'FENCE.  18.9 METERS W OF SAND ROAD.  60.6 METERS NNW OF TWIN
 JU2697'SILOS.  REFERENCE MARK NO.2 IS SE OF STATION ON W SIDE OF U.S.
 JU2697'HIGHWAY 9 AND STATE HIGHWAY 4, 7 METERS FROM CENTER LINE.  20
 JU2697'METERS S OF 16-INCH PIPE CULVERT UNDER HIGHWAY.  40 METERS S OF
 JU2697'SAND ROAD TO STATION.  REFERENCE MARK NO.3 IS NW OF STATION, 21.9
 JU2697'METERS N OF S FENCE OF FIELD.  0.6 METER E OF FENCE TO APPLE
 JU2697'ORCHARD.
 JU2697'
 JU2697'REACHED FROM THE CROSSROADS AT MANAHAWKIN BY U.S. HIGHWAY 9 AND
 JU2697'STATE HIGHWAY 4 N 1.7 MILES TO A SAND ROAD W, JUST S OF A GROUP OF
 JU2697'HOUSES.  TURN W AND GO 0.2 MILE TO WHERE MAIN ROAD TURNS RIGHT AND
 JU2697'A DIM ROAD TURNS LEFT ACROSS FIELD.  TURN ONTO DIM ROAD AND GO
 JU2697'ABOUT 48 METERS TO STATION.  STATION IS 48.2 METERS W OF SAND ROAD.
 JU2697'4.6 METERS S OF WOVEN WIRE FENCE.  82 METERS NW OF TWIN SILOS.
 JU2697'
 JU2697'HEIGHT OF SIGNAL ABOVE STATION MARK - 22 METERS.
 JU2697
 JU2697                          STATION RECOVERY (1932)
 JU2697
 JU2697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 JU2697'RECOVERED IN GOOD CONDITION.
 JU2697
 JU2697                          STATION RECOVERY (1936)
 JU2697
 JU2697'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 JU2697'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JU2697'
 JU2697'REFERENCE MARK NO.2 IS USED AS A TRAVERSE STATION, MONUMENT
 JU2697'NO. 5248.  IT IS A STANDARD U.S.C.AND G.S. REFERENCE MARK DISK,
 JU2697'SET IN CONCRETE, ON STATE HIGHWAY 4 ABOUT 2.9 MILES SW OF COUNTY
 JU2697'ROUTE 2 IN BARNEGAT.  IT IS LOCATED ON THE NW SIDE OF THE ROAD,
 JU2697'JUST SW OF A SAND ROAD, AND NEAR A 16-INCH CULVERT.
 JU2697'
 JU2697'THE MONUMENT IS 65 FEET SW OF THE SW SIDE OF THE CULVERT.  25 FEET
 JU2697'NW OF THE CENTER LINE OF THE ROAD.  AND ABOUT 125 FEET SW OF A
 JU2697'SAND ROAD.  COMPANION MONUMENT NO. 2251 IS 1394.82 FEET NE.
 JU2697
 JU2697                          STATION RECOVERY (1950)
 JU2697
 JU2697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2697'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 JU2697'ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS--
 JU2697'
 JU2697'THE SAND ROAD LEADING WEST FROM U.S. HIGHWAY 9 (N.J. ROUTE 4) IS
 JU2697'NOW PAVED, AND THE WOVEN WIRE FENCES HAVE BEEN REMOVED.
 JU2697
 JU2697                          STATION RECOVERY (1962)
 JU2697
 JU2697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2697'RECOVERED IN GOOD CONDITION.  EXCEPT FOR THE FOLLOWING THE
 JU2697'DESCRIPTION IS GOOD.  RM 1 WAS ON A CORNER AND HAS APPARENTLY
 JU2697'BEEN GRADED OUT.  THE STATION MARK PROJECTS 3 INCHES, IS 133
 JU2697'FEET WEST OF ACE POLE NO. 9519 AND 28 FEET NORTH OF A GRAVELED
 JU2697'ROAD.  RM 3 PROJECTS 10 INCHES, IS 50 FEET NORTHWEST OF THE
 JU2697'NORTHWEST CORNER OF A POULTRY HOUSE, 18 FEET WEST OF THE CENTER
 JU2697'OF A TRACK ROAD AND 6 FEET EAST OF A SMALL TRANSMISSION POLE.
 JU2697'
 JU2697'RM 2 (AZIMUTH MARK) IS AS DESCRIBED AND 5 FEET WEST OF THE EDGE
 JU2697'OF THE PAVEMENT OF ROUTE 9.
 JU2697'
 JU2697'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT BARNEGAT, GO SOUTH
 JU2697'ON ROUTE 9 FOR 2.9 MILES TO A PAVED ROAD RIGHT, TURN RIGHT AND
 JU2697'GO 0.2 MILE TO A GRAVELED ROAD ON THE LEFT (LEADING TO A SAND
 JU2697'PIT).  TURN LEFT AND GO 130 FEET TO THE TOP OF THE GRADE AND THE
 JU2697'STATION ON THE RIGHT.
 JU2697
 JU2697                          STATION RECOVERY (1974)
 JU2697
 JU2697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU2697'THE STATION MARK AND REFERENCE MARKS 1 AND 3 WERE RECOVERED AND
 JU2697'FOUND IN GOOD CONDITION AS DESCRIBED IN THE FORMER
 JU2697'DESCRIPTION.  REFERENCE MARK 2 (AZI MK) WAS FOUND DESTROYED BY ROAD
 JU2697'CONSTRUCTION.  THERE IS NO OBJECTS VISIBLE FROM THE GROUND NOR IS
 JU2697'THERE ANY SUITABLE PLACE TO ESTABLISH A NEW AZIMUTH MARK AT THIS
 JU2697'DATE.
 JU2697'
 JU2697'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2697'1-1/2 MILES ESE OF MANAHAWKIN.
 JU2697
 JU2697                          STATION RECOVERY (1990)
 JU2697
 JU2697'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2697'THE STATION WAS RECOVERED ON THIS DATE. THE STATION IS LOCATED IN
 JU2697'STAFFORD TOWNSHIP, ON THE PROPERTY OF MR. MARTIN HASSELBERGER, HUMPY
 JU2697'HOLLOW FARM, SILO ROAD.  TO REACH THE STATION FROM THE JUNCTION OF
 JU2697'U.S. HIGHWAY 9 AND STATE ROUTE 72 IN MANAHAWKIN, GO 1.85 MI
 JU2697'(2.98 KM) NORTH ON ROUTE 9 TO THE JUNCTION WITH SILO ROAD, TURN LEFT
 JU2697'AND GO 0.02 MI (0.03 KM) NORTHWEST TO A HARD TURN TO THE RIGHT, HERE
 JU2697'CONTINUE STRAIGHT AHEAD ALONG A DIRT PATH LEADING INTO THE PROPERTY
 JU2697'AND THE STATION ON THE LEFT IN THE WOODS.  NO MEASUREMENTS WERE TAKEN
 JU2697'AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4259 ***********************************************************************
 KV4259  DESIGNATION -  MEADOW
 KV4259  PID         -  KV4259
 KV4259  STATE/COUNTY-  NJ/HUDSON
 KV4259  USGS QUAD   -  JERSEY CITY (1981)
 KV4259
 KV4259                         *CURRENT SURVEY CONTROL
 KV4259  ___________________________________________________________________
 KV4259* NAD 83(1996)-  40 44 08.84270(N)    074 05 30.41982(W)     ADJUSTED  
 KV4259* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4259  ___________________________________________________________________
 KV4259  LAPLACE CORR-           6.40  (seconds)                    DEFLEC99
 KV4259  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KV4259
 KV4259  HORZ ORDER  -  THIRD
 KV4259
 KV4259.The horizontal coordinates were established by classical geodetic methods
 KV4259.and adjusted by the National Geodetic Survey in September 1999..
 KV4259
 KV4259.The orthometric height was scaled from a topographic map.
 KV4259
 KV4259.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4259
 KV4259.The geoid height was determined by GEOID03.
 KV4259
 KV4259;                    North         East     Units Scale Factor Converg.
 KV4259;SPC NJ       -   211,289.733   184,478.767   MT  0.99991463   +0 15 59.0
 KV4259;SPC NJ       -   693,206.40    605,244.09   sFT  0.99991463   +0 15 59.0
 KV4259;SPC NY L     -    63,202.822   292,247.068   MT  0.99999688   -0 03 36.1
 KV4259;SPC NY L     -   207,357.93    958,813.92   sFT  0.99999688   -0 03 36.1
 KV4259;UTM  18      - 4,509,824.529   576,687.097   MT  0.99967238   +0 35 33.7
 KV4259
 KV4259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4259!SPC NJ       -   1.00000492  x   0.99991463  =   0.99991955
 KV4259!SPC NY L     -   1.00000492  x   0.99999688  =   1.00000180
 KV4259!UTM  18      -   1.00000492  x   0.99967238  =   0.99967730
 KV4259
 KV4259:                Primary Azimuth Mark                     Grid Az
 KV4259:SPC NJ       -  SECAUCUS TB HOSP PWRHSE SW CHY           010 09 53.4
 KV4259:SPC NY L     -  SECAUCUS TB HOSP PWRHSE SW CHY           010 29 28.5
 KV4259:UTM  18      -  SECAUCUS TB HOSP PWRHSE SW CHY           009 50 18.7
 KV4259
 KV4259|---------------------------------------------------------------------|
 KV4259| PID    Reference Object                     Distance      Geod. Az  |
 KV4259|                                                           dddmmss.s |
 KV4259| KV4111 SECAUCUS TB HOSP PWRHSE SW CHY      APPROX. 2.6 KM 0102552.4 |
 KV4259| KV4251 JERSEY CITY GAS ELEC W CHIMNEY      APPROX. 1.9 KM 0533355.7 |
 KV4259| CB5319 MEADOW RM 1                          12.969 METERS 08414     |
 KV4259| KV4260 HARBOR LINE 1913 RM 1                60.457 METERS 09023     |
 KV4259| KV4329 STONE CHURCH SPIRE                  APPROX. 1.7 KM 1393543.3 |
 KV4259| CB5320 MEADOW RM 2                          13.975 METERS 18511     |
 KV4259| KV4331 CANAL                               APPROX. 1.3 KM 1892843.9 |
 KV4259| KV4271 NEW CHIMNEY                         APPROX. 0.5 KM 2674557.8 |
 KV4259| KV4253 PILE                                365.924 METERS 30712     |
 KV4259| KV4254 HARBOR LINE 1913 RM 2               405.638 METERS 3072004.5 |
 KV4259|---------------------------------------------------------------------|
 KV4259
 KV4259                          SUPERSEDED SURVEY CONTROL
 KV4259
 KV4259  NAD 83(1996)-  40 44 08.84260(N)    074 05 30.41995(W) AD(       ) 3
 KV4259  NAD 83(1996)-  40 44 08.84164(N)    074 05 30.42176(W) AD(       ) 3
 KV4259  NAD 83(1992)-  40 44 08.84122(N)    074 05 30.42235(W) AD(       ) 3
 KV4259  NAD 83(1986)-  40 44 08.84165(N)    074 05 30.42288(W) AD(       ) 3
 KV4259  NAD 27      -  40 44 08.47200(N)    074 05 31.90900(W) AD(       ) 3
 KV4259
 KV4259.Superseded values are not recommended for survey control.
 KV4259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4259.See file dsdata.txt to determine how the superseded data were derived.
 KV4259
 KV4259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7668709825(NAD 83)
 KV4259_MARKER: DS = TRIANGULATION STATION DISK
 KV4259_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4259_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4259
 KV4259  HISTORY     - Date     Condition        Report By
 KV4259  HISTORY     - 1913     MONUMENTED       CGS
 KV4259  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4259
 KV4259                          STATION DESCRIPTION
 KV4259
 KV4259'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4259'STATION IS ON THE E SHORE OF HACKENSACK RIVER ABOUT 1/2 MILE
 KV4259'BELOW THE PENNSYLVANIA RAILROAD BRIDGE AND 3/4 MILE ABOVE THE
 KV4259'PLANK ROAD BRIDGE.  THE STATION IS ABOUT 150 METERS ABOVE A
 KV4259'BOATHOUSE AND IS MARKED BY A C. AND G.S. STANDARD BRASS DISK SET
 KV4259'IN THE TOP OF A PIECE OF 5-INCH TILE PIPE FILLED WITH CONCRETE
 KV4259'AND SUNK TO THE GROUND LEVEL.
 KV4259'
 KV4259'TWO REFERENCE MARKS, EACH A COPPER NAIL IN THE TOP OF A
 KV4259'CYLINDER OF CONCRETE CONTAINED IN A PIECE OF 3-INCH TILE PIPE
 KV4259'PROJECTING 3 INCHES ABOVE THE GROUND, ARE PLACED RESPECTIVELY
 KV4259'42.55 FEET S 85 DEG E AND 45.85 FEET S 17 DEG W FROM THE STATION.
 KV4259
 KV4259                          STATION RECOVERY (1931)
 KV4259
 KV4259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4259'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5846 ***********************************************************************
 KV5846  DESIGNATION -  MEADOW
 KV5846  PID         -  KV5846
 KV5846  STATE/COUNTY-  NJ/MIDDLESEX
 KV5846  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5846
 KV5846                         *CURRENT SURVEY CONTROL
 KV5846  ___________________________________________________________________
 KV5846* NAD 83(1996)-  40 29 52.79949(N)    074 23 24.58597(W)     ADJUSTED  
 KV5846* NAVD 88     -        17.2    (meters)      56.     (feet)  GPS OBS   
 KV5846  ___________________________________________________________________
 KV5846  X           -   1,306,937.997 (meters)                     COMP
 KV5846  Y           -  -4,677,824.975 (meters)                     COMP
 KV5846  Z           -   4,120,180.905 (meters)                     COMP
 KV5846  LAPLACE CORR-           5.36  (seconds)                    DEFLEC99
 KV5846  ELLIP HEIGHT-         -15.54  (meters)          (10/23/02) GPS OBS
 KV5846  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV5846
 KV5846  HORZ ORDER  -  FIRST
 KV5846  ELLP ORDER  -  FOURTH    CLASS I
 KV5846
 KV5846.The horizontal coordinates were established by GPS observations
 KV5846.and adjusted by the National Geodetic Survey in May 1999..
 KV5846
 KV5846.The orthometric height was determined by GPS observations and a
 KV5846.high-resolution geoid model.
 KV5846
 KV5846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5846
 KV5846.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5846
 KV5846.The ellipsoidal height was determined by GPS observations
 KV5846.and is referenced to NAD 83.
 KV5846
 KV5846.The geoid height was determined by GEOID03.
 KV5846
 KV5846;                    North         East     Units Scale Factor Converg.
 KV5846;SPC NJ       -   184,812.290   159,310.003   MT  0.99990107   +0 04 16.8
 KV5846;SPC NJ       -   606,338.32    522,669.57   sFT  0.99990107   +0 04 16.8
 KV5846;UTM  18      - 4,483,211.317   551,675.550   MT  0.99963287   +0 23 45.8
 KV5846
 KV5846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5846!SPC NJ       -   1.00000244  x   0.99990107  =   0.99990351
 KV5846!UTM  18      -   1.00000244  x   0.99963287  =   0.99963531
 KV5846
 KV5846                          SUPERSEDED SURVEY CONTROL
 KV5846
 KV5846  NAD 83(1996)-  40 29 52.79918(N)    074 23 24.58694(W) AD(       ) 1
 KV5846  NAD 83(1986)-  40 29 52.80024(N)    074 23 24.58836(W) AD(       ) 1
 KV5846  NAD 83(1986)-  40 29 52.80151(N)    074 23 24.58276(W) AD(       ) 1
 KV5846  NGVD 29 (09/27/88)   17.6    (m)           58.     (f) GPS OBS        
 KV5846
 KV5846.Superseded values are not recommended for survey control.
 KV5846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5846.See file dsdata.txt to determine how the superseded data were derived.
 KV5846
 KV5846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5167683211(NAD 83)
 KV5846_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5846_SP_SET: CONCRETE POST
 KV5846_STAMPING: MEADOW
 KV5846_MARK LOGO: LOCSUR
 KV5846_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5846+STABILITY: SURFACE MOTION
 KV5846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5846+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2002
 KV5846
 KV5846  HISTORY     - Date     Condition        Report By
 KV5846  HISTORY     - 1985     MONUMENTED       GEOHYD
 KV5846  HISTORY     - 1985     GOOD             GEOHYD
 KV5846  HISTORY     - 19901114 GOOD             NJGS
 KV5846  HISTORY     - 19910814 GOOD
 KV5846  HISTORY     - 20020926 GOOD             AASCO
 KV5846
 KV5846                          STATION DESCRIPTION
 KV5846
 KV5846'DESCRIBED BY GEO-HYDRO INCORPORATED 1985 (AXH)
 KV5846'THE STATION IS LOCATED IN EDISON TOWNSHIP JUST NORTH OF THE RARITAN
 KV5846'RIVER.
 KV5846'OWNERSHIP--PSE+G
 KV5846'
 KV5846'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 WITH
 KV5846'WOODBRIDGE AVENUE, GO EAST ON WOODBRIDGE AVENUE FOR 1.1 KM (0.7 MI)
 KV5846'TO THE MEADOW ROAD CROSSING.  TURN RIGHT, SOUTH, FOR 1.0 KM (0.6 MI)
 KV5846'ON MEADOW ROAD TO THE STATION ON THE RIGHT.
 KV5846'
 KV5846'THE STATION IS A STANDARD PSE+G DISK SET IN A CONCRETE POST,
 KV5846'LOCATED 7.6 METERS (25 FT) SOUTH OF THE SOUTH CURB OF MEADOW ROAD
 KV5846'AND 7.6 METERS (25 FT) EAST OF POLE 12725 ED.
 KV5846'
 KV5846'DESCRIBED BY GEO/HYDRO
 KV5846
 KV5846                          STATION RECOVERY (1985)
 KV5846
 KV5846'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1985
 KV5846'RECOVERED IN GOOD CONDITION.
 KV5846
 KV5846                          STATION RECOVERY (1990)
 KV5846
 KV5846'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5846'THE STATION IS LOCATED IN EDISON TOWNSHIP, ON THE SOUTH SIDE OF MEADOW
 KV5846'ROAD. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 KV5846'WOODBRIDGE AVENUE, COUNTY ROAD 514, GO 1.28 KM (0.80 MI) EAST ON
 KV5846'WOODBRIDGE ROAD TO THE JUNCTION WITH MEADOW ROAD, TURN RIGHT AND GO
 KV5846'0.32 KM (0.20 MI) ON MEADOW ROAD TO THE STATION ON THE RIGHT.  THE
 KV5846'STATION IS 12.6 M (41.3 FT) SOUTH OF THE SOUTH CORNER OF A HEADWALL
 KV5846'ON THE SOUTH SIDE OF MEADOW ROAD, 12.3 M (40.4 FT) NORTH NORTHWEST OF
 KV5846'POLE 72249, 9.1 M (29.9 FT) SOUTHWEST OF THE SOUTH CURB OF MEADOW
 KV5846'ROAD, 7.8 M (25.6 FT) NORTHEAST OF POLE 12725, 5.1 M (16.7 FT) EAST
 KV5846'OF A BURIED FIBER OPTICS CABLE WARNING POST NUMBER 000181 AND IS
 KV5846'FLUSH WITH THE GROUND.    FAC NOTIFIED BY PSEG ON 20 AUG 91 THAT
 KV5846'TRANSCO WILL BE INSTALLING A 22 INCH DIAMETER GAS MAIN, 8 TO 10 FEET
 KV5846'DEEP IN THE GENERAL VICINITY OF THE STATION, MEADOW, PROBABLY IN A
 KV5846'COUPLE OF WEEKS, OCCUPATION OF THE STATION WILL NOT BE LIKELEY,
 KV5846'DISTURBANCE TO MARK COULD NOT BE DETERMINED AT THE PRESENT.  TRANSCO
 KV5846'PHONE NUMBER AS LISTED ON SIGN ACCROSS FROM STATION IS 908 422 7880.
 KV5846
 KV5846                          STATION RECOVERY (1991)
 KV5846
 KV5846'RECOVERED 1991
 KV5846'RECOVERED IN GOOD CONDITION.
 KV5846
 KV5846                          STATION RECOVERY (2002)
 KV5846
 KV5846'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (GLB)
 KV5846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5239 ***********************************************************************
 KV5239  DESIGNATION -  MEADOW B C N MNR 3
 KV5239  PID         -  KV5239
 KV5239  STATE/COUNTY-  NJ/MONMOUTH
 KV5239  USGS QUAD   -  POINT PLEASANT (1989)
 KV5239
 KV5239                         *CURRENT SURVEY CONTROL
 KV5239  ___________________________________________________________________
 KV5239* NAD 83(1996)-  40 06 22.59173(N)    074 02 26.72531(W)     ADJUSTED  
 KV5239* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5239  ___________________________________________________________________
 KV5239  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 KV5239  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV5239
 KV5239  HORZ ORDER  -  THIRD
 KV5239
 KV5239.The horizontal coordinates were established by classical geodetic methods
 KV5239.and adjusted by the National Geodetic Survey in September 1999..
 KV5239
 KV5239.The orthometric height was scaled from a topographic map.
 KV5239
 KV5239.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5239
 KV5239.The geoid height was determined by GEOID03.
 KV5239
 KV5239;                    North         East     Units Scale Factor Converg.
 KV5239;SPC NJ       -   141,414.677   189,151.821   MT  0.99991886   +0 17 45.1
 KV5239;SPC NJ       -   463,957.99    620,575.60   sFT  0.99991886   +0 17 45.1
 KV5239;UTM  18      - 4,439,993.760   581,754.270   MT  0.99968228   +0 37 04.7
 KV5239
 KV5239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5239!SPC NJ       -   1.00000507  x   0.99991886  =   0.99992393
 KV5239!UTM  18      -   1.00000507  x   0.99968228  =   0.99968735
 KV5239
 KV5239:                Primary Azimuth Mark                     Grid Az
 KV5239:SPC NJ       -  MANASQUAN RIVER ENT BEACON               122 51 05.4
 KV5239:UTM  18      -  MANASQUAN RIVER ENT BEACON               122 31 45.8
 KV5239
 KV5239|---------------------------------------------------------------------|
 KV5239| PID    Reference Object                     Distance      Geod. Az  |
 KV5239|                                                           dddmmss.s |
 KV5239| KV5266 MANASQUAN RIVER ENT BEACON          APPROX. 1.0 KM 1230850.5 |
 KV5239| KV5249 CHANNEL B C N MNR 4                 APPROX. 0.5 KM 1944043.7 |
 KV5239|---------------------------------------------------------------------|
 KV5239
 KV5239                          SUPERSEDED SURVEY CONTROL
 KV5239
 KV5239  NAD 83(1986)-  40 06 22.58428(N)    074 02 26.71914(W) AD(       ) 3
 KV5239  NAD 27      -  40 06 22.17100(N)    074 02 28.22200(W) AD(       ) 3
 KV5239
 KV5239.Superseded values are not recommended for survey control.
 KV5239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5239.See file dsdata.txt to determine how the superseded data were derived.
 KV5239
 KV5239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8175439994(NAD 83)
 KV5239_MARKER: I = METAL ROD
 KV5239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5239_SP_SET: CONRETE POST
 KV5239_STAMPING: MEADOW 1934
 KV5239_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 KV5239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5239+STABILITY: SURFACE MOTION
 KV5239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5239+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KV5239
 KV5239  HISTORY     - Date     Condition        Report By
 KV5239  HISTORY     - 1933     MONUMENTED       NJBCN
 KV5239  HISTORY     - 1933     GOOD             NJBCN
 KV5239  HISTORY     - 1934     GOOD             CGS
 KV5239  HISTORY     - 1951     MARK NOT FOUND   CGS
 KV5239  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5239  HISTORY     - 19920809 MARK NOT FOUND   USPSQD
 KV5239
 KV5239                          STATION DESCRIPTION
 KV5239
 KV5239'DESCRIBED BY NJ BOARD OF COMMERCE 1933
 KV5239'STATION ESTABLISHED BY NEW JERSEY BOARD OF COMMERCE AND
 KV5239'NAVIGATION IN 1933.
 KV5239'
 KV5239'CENTER MARK IS A 12- BY 12-INCH CONCRETE MONUMENT CAST AROUND
 KV5239'A 2-INCH GALVANIZED IRON PIPE WHICH PROJECTS 2 INCHES ABOVE THE
 KV5239'CONCRETE.  MARKED MEADOW 1933.
 KV5239
 KV5239                          STATION RECOVERY (1933)
 KV5239
 KV5239'RECOVERY NOTE BY NJ BOARD OF COMMERCE 1933
 KV5239'RECOVERED IN GOOD CONDITION.
 KV5239
 KV5239                          STATION RECOVERY (1934)
 KV5239
 KV5239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5239'STATION ESTABLISHED BY NEW JERSEY BOARD OF COMMERCE AND
 KV5239'NAVIGATION IN 1933.  NO DESCRIPTION AVAILABLE BY THAT
 KV5239'ORGANIZATION.  DESCRIBED AS FOLLOWS--
 KV5239'
 KV5239'LOCATED ON THE N BANK OF THE MANASQUAN RIVER ON A SMALL ISLAND
 KV5239'(THE FIRST ON THE N BANK FROM THE ENTRANCE) FORMED BY A SLOUGH
 KV5239'WHICH RUNS FROM THE RIVER N AND W TO DOBBIES CREEK.
 KV5239'
 KV5239'CENTER MARK IS A 12- BY 12-INCH CONCRETE MONUMENT CAST AROUND
 KV5239'A 2-INCH GALVANIZED IRON PIPE WHICH PROJECTS 2 INCHES ABOVE THE
 KV5239'CONCRETE.  MARKED MEADOW 1933.
 KV5239'
 KV5239'NO REFERENCE MARKS ESTABLISHED.
 KV5239'
 KV5239'THIS SIGNAL IS IDENTICAL WITH STATION MANASQUAN RIVER 3 (USE).
 KV5239'
 KV5239'ALL STATION VISIBLE FROM THE GROUND.
 KV5239
 KV5239                          STATION RECOVERY (1951)
 KV5239
 KV5239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV5239'STATION WAS NOT RECOVERED AFTER AN HOURS SEARCH BY A TWO-MAN
 KV5239'PARTY.  THE SHORELINE HAS ERODED CONSIDERABLY AT THE PLACE WHERE
 KV5239'THIS STATION WAS LOCATED AND IT IS BELIEVED THAT THE STATION
 KV5239'HAS BEEN DESTROYED.
 KV5239
 KV5239                          STATION RECOVERY (1991)
 KV5239
 KV5239'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5239'THE STATION WAS NOT SEARCHED FOR.  IT WAS NOT RECOVERED AT THE TIME OF
 KV5239'THE PREVIOUS DESCRIPTION AND IS CONSIDERED LOST.
 KV5239
 KV5239                          STATION RECOVERY (1992)
 KV5239
 KV5239'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4933 ***********************************************************************
 KV4933  DESIGNATION -  MEASURED MILE NORTH
 KV4933  PID         -  KV4933
 KV4933  STATE/COUNTY-  NJ/MONMOUTH
 KV4933  USGS QUAD   -  SANDY HOOK (1981)
 KV4933
 KV4933                         *CURRENT SURVEY CONTROL
 KV4933  ___________________________________________________________________
 KV4933* NAD 83(1996)-  40 27 52.16795(N)    074 00 24.57798(W)     ADJUSTED  
 KV4933* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4933  ___________________________________________________________________
 KV4933  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 KV4933  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV4933
 KV4933  HORZ ORDER  -  THIRD
 KV4933
 KV4933.The horizontal coordinates were established by classical geodetic methods
 KV4933.and adjusted by the National Geodetic Survey in September 1999..
 KV4933
 KV4933.The orthometric height was scaled from a topographic map.
 KV4933
 KV4933.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4933
 KV4933.The geoid height was determined by GEOID03.
 KV4933
 KV4933;                    North         East     Units Scale Factor Converg.
 KV4933;SPC NJ       -   181,202.739   191,823.088   MT  0.99992152   +0 19 12.2
 KV4933;SPC NJ       -   594,495.99    629,339.58   sFT  0.99992152   +0 19 12.2
 KV4933;UTM  18      - 4,479,786.891   584,200.390   MT  0.99968727   +0 38 40.5
 KV4933
 KV4933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4933!SPC NJ       -   1.00000498  x   0.99992152  =   0.99992650
 KV4933!UTM  18      -   1.00000498  x   0.99968727  =   0.99969225
 KV4933
 KV4933|---------------------------------------------------------------------|
 KV4933| PID    Reference Object                     Distance      Geod. Az  |
 KV4933|                                                           dddmmss.s |
 KV4933| CB5321 MEASURED MILE NORTH RM 1             15.320 METERS 08334     |
 KV4933| KV4987 SANDY HOOK LH LIGHT 1835            APPROX. 0.5 KM 1270714.4 |
 KV4933|---------------------------------------------------------------------|
 KV4933
 KV4933                          SUPERSEDED SURVEY CONTROL
 KV4933
 KV4933  NAD 83(1996)-  40 27 52.16794(N)    074 00 24.57787(W) AD(       ) 3
 KV4933  NAD 83(1986)-  40 27 52.16799(N)    074 00 24.57675(W) AD(       ) 3
 KV4933  NAD 27      -  40 27 51.78100(N)    074 00 26.07800(W) AD(       ) 3
 KV4933
 KV4933.Superseded values are not recommended for survey control.
 KV4933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4933.See file dsdata.txt to determine how the superseded data were derived.
 KV4933
 KV4933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8420079787(NAD 83)
 KV4933_MARKER: DS = TRIANGULATION STATION DISK
 KV4933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4933
 KV4933  HISTORY     - Date     Condition        Report By
 KV4933  HISTORY     - 1949     MONUMENTED       CGS
 KV4933  HISTORY     - 1951     GOOD             CGS
 KV4933  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 KV4933  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 KV4933  HISTORY     - 19920728 MARK NOT FOUND   USPSQD
 KV4933
 KV4933                          STATION DESCRIPTION
 KV4933
 KV4933'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (WJC)
 KV4933'THE STATION IS LOCATED ON THE W SIDE OF SANDY HOOK, ABOUT 0.3
 KV4933'MILE NW OF SANDY HOOK LIGHTHOUSE, ON THE MILITARY RESERVATION
 KV4933'KNOWN AS FORT HANCOCK, ABOUT 140 FEET W OF THE CHAPEL, 95
 KV4933'FEET W OF THE CENTER LINE OF THE ROAD LEADING TO THE CHAPEL,
 KV4933'3.25 METERS E OF THE BULKHEAD, AND ABOUT 130 FEET (PACED
 KV4933'DISTANCE) N OF THE SW CORNER OF THE BULKHEAD.
 KV4933'
 KV4933'STATION MARK IS A BRONZE DISK SET IN THE TOP OF A 12-INCH
 KV4933'BY 12-INCH BY 3-1/2-FOOT CONCRETE POST PROJECTING 6 INCHES
 KV4933'ABOVE GROUND AND STAMPED MEAS MI N 1949.
 KV4933'
 KV4933'REFERENCE MARK IS A BRONZE REFERENCE DISK WITH THE ARROW
 KV4933'POINTING TOWARD THE STATION, SET IN CONCRETE AT THE CENTER OF
 KV4933'THE TOP OF A 12- BY 12-INCH BY 3-1/2-FOOT CONCRETE POST
 KV4933'PROJECTING 6 INCHES ABOVE GROUND.  IT IS STAMPED MEAS MI N
 KV4933'1949 NO 1.  IT IS 15.32 METERS E OF THE STATION.
 KV4933
 KV4933                          STATION RECOVERY (1951)
 KV4933
 KV4933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (FBQ)
 KV4933'THE STATION MARK AND REFERENCE MARK WERE RECOVERED IN GOOD
 KV4933'CONDITION.  THE FRONT RANGE POLE WAS REPAINTED AND
 KV4933'THE REAR RANGE WAS REBUILT AND PAINTED.  REVISED DESCRIPTION
 KV4933'FOLLOWS--
 KV4933'
 KV4933'THE STATION IS LOCATED ON THE W SIDE OF SANDY HOOK ABOUT 0.3
 KV4933'MILE NW OF SANDY HOOK LIGHTHOUSE, ON THE MILITARY RESERVATION
 KV4933'KNOWN AS FORT HANCOCK, ABOUT 140 FEET W OF THE CHAPEL, 95 FEET
 KV4933'W OF THE CENTER LINE OF THE ROAD LEADING TO THE CHAPEL, 3.25
 KV4933'METERS E OF THE SEA WALL BULKHEAD, AND ABOUT 130 FEET (PACED
 KV4933'DISTANCE) N OF THE SW CORNER OF THE BULKHEAD.
 KV4933'
 KV4933'STATION IS MARKED BY A STANDARD STATION DISK SET IN THE TOP
 KV4933'OF A 12- BY 12-INCH BY 3-1/2-FOOT CONCRETE POST PROJECTING 6
 KV4933'INCHES ABOVE GROUND AND STAMPED MEAS. MI. N. 1949.
 KV4933'
 KV4933'REFERENCE MARK IS A STANDARD REFERENCE DISK WITH THE ARROW
 KV4933'POINTING TOWARD THE STATION, SET IN CONCRETE AT THE CENTER OF
 KV4933'THE TOP OF A 12- BY 12-INCH BY 3-1/2-FOOT CONCRETE POST
 KV4933'PROJECTING 6 INCHES ABOVE GROUND, AND IS STAMPED
 KV4933'MEAS. MI. N. 1949 NO. 1.  IT IS 15.32 METERS E OF THE STATION.
 KV4933'
 KV4933'THE FRONT RANGE IS A BUILD-UP 4- BY 6-INCH POLE 12 FEET HIGH
 KV4933'PAINTED WITH ALTERNATE BLACK AND WHITE HORIZONTAL STRIPES
 KV4933'ABOUT 9 INCHES WIDE.  IT IS DIRECTLY BEHIND THE STATION MARK.
 KV4933'
 KV4933'THE REAR RANGE IS A 6-FOOT SQUARE DIAMOND-SHAPED STRUCTURE
 KV4933'PAINTED ALTERNATELY BLACK AND WHITE AND IS 12 FEET HIGH.  THE
 KV4933'RANGE IS DIRECTLY BEHIND THE REFERENCE MARK.
 KV4933
 KV4933                          STATION RECOVERY (1983)
 KV4933
 KV4933'RECOVERY NOTE BY US POWER SQUADRON 1983 (PJM)
 KV4933'STATION MISSING ACCORDING TO WILLIARD AND YORKANIS, INC., 157 BROAD
 KV4933'ST, RED BANKS, N.J. 07701.
 KV4933'
 KV4933'2 DAYS SPENT TRYING TO RECOVER IN JUNE 1983.
 KV4933
 KV4933                          STATION RECOVERY (1983)
 KV4933
 KV4933'RECOVERY NOTE BY US POWER SQUADRON 1983 (DHB)
 KV4933'ALL EVIDENCE OF MEASURED MILE RANGES (BOTH NORTH AND SOUTH HAVE
 KV4933'DISAPPEARED.  A NEW MEASURED MILE WAS ESTABLISHED IN 1970 ALONG THE
 KV4933'ATLANTIC HIGHLAND SETTY.  (MEAS. MILE EAST AND WEST).  STATION AND
 KV4933'REFERENCE MARKS FOR MEASURED MILE NORTH AND SOUTH COULD NOT BE
 KV4933'FOUND.  THE STATION MARK FOR THIS STATION APPEARS TO HAVE BEEN
 KV4933'DESTROYED.  A NEW BULK HEAD HAS REPLACED THE OLD BULK HEAD.
 KV4933
 KV4933                          STATION RECOVERY (1992)
 KV4933
 KV4933'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV4933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4940 ***********************************************************************
 KV4940  DESIGNATION -  MEASURED MILE SOUTH
 KV4940  PID         -  KV4940
 KV4940  STATE/COUNTY-  NJ/MONMOUTH
 KV4940  USGS QUAD   -  SANDY HOOK (1981)
 KV4940
 KV4940                         *CURRENT SURVEY CONTROL
 KV4940  ___________________________________________________________________
 KV4940* NAD 83(1996)-  40 26 52.46562(N)    074 00 15.76343(W)     ADJUSTED  
 KV4940* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4940  ___________________________________________________________________
 KV4940  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 KV4940  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV4940
 KV4940  HORZ ORDER  -  THIRD
 KV4940
 KV4940.The horizontal coordinates were established by classical geodetic methods
 KV4940.and adjusted by the National Geodetic Survey in September 1999..
 KV4940
 KV4940.The orthometric height was scaled from a topographic map.
 KV4940
 KV4940.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4940
 KV4940.The geoid height was determined by GEOID03.
 KV4940
 KV4940;                    North         East     Units Scale Factor Converg.
 KV4940;SPC NJ       -   179,362.533   192,041.066   MT  0.99992175   +0 19 17.6
 KV4940;SPC NJ       -   588,458.58    630,054.73   sFT  0.99992175   +0 19 17.6
 KV4940;UTM  18      - 4,477,948.380   584,428.732   MT  0.99968774   +0 38 45.4
 KV4940
 KV4940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4940!SPC NJ       -   1.00000499  x   0.99992175  =   0.99992674
 KV4940!UTM  18      -   1.00000499  x   0.99968774  =   0.99969272
 KV4940
 KV4940|---------------------------------------------------------------------|
 KV4940| PID    Reference Object                     Distance      Geod. Az  |
 KV4940|                                                           dddmmss.s |
 KV4940| CB5322 MEASURED MILE SOUTH RM 1             29.852 METERS 26334     |
 KV4940| KV4933 MEASURED MILE NORTH                 APPROX. 1.9 KM 3533358.4 |
 KV4940|---------------------------------------------------------------------|
 KV4940
 KV4940                          SUPERSEDED SURVEY CONTROL
 KV4940
 KV4940  NAD 83(1996)-  40 26 52.46553(N)    074 00 15.76316(W) AD(       ) 3
 KV4940  NAD 83(1986)-  40 26 52.46590(N)    074 00 15.76208(W) AD(       ) 3
 KV4940  NAD 27      -  40 26 52.07500(N)    074 00 17.26700(W) AD(       ) 3
 KV4940
 KV4940.Superseded values are not recommended for survey control.
 KV4940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4940.See file dsdata.txt to determine how the superseded data were derived.
 KV4940
 KV4940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8442977948(NAD 83)
 KV4940_MARKER: DS = TRIANGULATION STATION DISK
 KV4940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4940
 KV4940  HISTORY     - Date     Condition        Report By
 KV4940  HISTORY     - 1949     MONUMENTED       CGS
 KV4940  HISTORY     - 1951     GOOD             CGS
 KV4940  HISTORY     - 1959     MARK NOT FOUND   CGS
 KV4940  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 KV4940  HISTORY     - 19920728 MARK NOT FOUND   USPSQD
 KV4940
 KV4940                          STATION DESCRIPTION
 KV4940
 KV4940'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (WJC)
 KV4940'THE STATION IS LOCATED ON THE W SIDE OF SANDY HOOK, ABOUT 0.8 MILE
 KV4940'S OF SANDY HOOK LIGHTHOUSE, ON THE POINT WHICH FORMS HORSESHOE COVE,
 KV4940'W OF THE OLD BATTERY KNOWN AS ARROWSMITH.  IT IS AT THE S FACE OF
 KV4940'THE HIGHEST SAND DUNE ON THE POINT.  THREE FLOORS, THE REMAINS OF
 KV4940'AN OLD SHACK, COVER THIS SAND DUNE.  THE STATION IS ABOUT 100
 KV4940'FEET E OF THE HIGH-WATER LINE.
 KV4940'
 KV4940'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A 12-BY
 KV4940'12-INCH BY 3-1/2 FOOT CONCRETE POST EXTENDING 6 INCHES ABOVE
 KV4940'GROUND.  IT IS STAMPED MEAS MI S 1949.
 KV4940'
 KV4940'REFERENCE MARK IS A BRONZE REFERENCE DISK WITH THE ARROW POINTING
 KV4940'TOWARD THE STATION, SET IN CONCRETE AT THE CENTER OF THE TOP OF
 KV4940'A TIN TUBE, 7 INCHES IN DIAMETER AND 3 FEET LONG, AND PROJECTED
 KV4940'6 INCHES ABOVE GROUND.  IT IS STAMPED MEAS MI S NO 1 1949 AND IS
 KV4940'29.852 METERS W OF THE STATION.
 KV4940'
 KV4940'STATION HUB SOUTH WAS LOCATED BY TRIANGULATION AND MEASURED
 KV4940'MILE SOUTH WAS SET IN LINE 16.86 METERS TOWARD MEASURED MILE NORTH.
 KV4940
 KV4940                          STATION RECOVERY (1951)
 KV4940
 KV4940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (FBQ)
 KV4940'THE STATION WAS RECOVERED IN GOOD CONDITION BUT THE
 KV4940'REFERENCE MARK WAS NOT FOUND AND PRESUMED TO BE LOST.  A NEW
 KV4940'REFERENCE MARK WAS SET.  THE FRONT RANGE POLE WAS REPAINTED AND
 KV4940'THE REAR RANGE TARGET WAS REBUILT AND PAINTED.  THE STATION MUST
 KV4940'BE DUG FOR SINCE THE SAND DRIFTS OVER IT RAPIDLY.  REVISED
 KV4940'DESCRIPTION FOLLOWS--
 KV4940'
 KV4940'THE STATION IS LOCATED ON THE W SIDE OF SANDY HOOK, ABOUT 0.8 MILE
 KV4940'S OF SANDY HOOK LIGHTHOUSE, ON THE POINT THAT FORMS HORSESHOE COVE,
 KV4940'W OF THE OLD BATTERY KNOWN AS ARROWSMITH.  IT IS AT THE S FACE OF
 KV4940'THE HIGHEST SAND DUNE ON THE POINT.  THE FOUNDATION OF AN OLD
 KV4940'SHACK LIES AT THE N END OF THIS SAND DUNE.  THE STATION IS ABOUT
 KV4940'100 FEET E OF THE HIGH-WATER LINE.  IT IS MARKED BY A STANDARD
 KV4940'STATION DISK SET IN THE TOP OF A 12- BY 12-INCH BY 3-1/2 FOOT
 KV4940'CONCRETE POST EXTENDING 6 INCHES ABOVE GROUND AND STAMPED
 KV4940'MEAS. MI. S. 1949.
 KV4940'
 KV4940'REFERENCE MARK, NOT FOUND IN 1951, IS A STANDARD REFERENCE DISK
 KV4940'WITH THE ARROW POINTING TOWARD THE STATION.  IT IS SET IN CONCRETE
 KV4940'AT THE CENTER OF THE TOP OF A TIN TUBE, 7 INCHES IN DIAMETER AND
 KV4940'3 FEET LONG, AND PROJECTS 6 INCHES ABOVE GROUND.  THE MARK IS
 KV4940'STAMPED MEAS. MI. S. NO. 1 1949.  IT IS 29.852 METERS W OF THE
 KV4940'STATION.
 KV4940'
 KV4940'REFERENCE MARK 2, 1951, IS A STANDARD REFERENCE DISK WITH THE
 KV4940'ARROW POINTING TOWARD THE STATION.  IT IS SET IN CONCRETE AT THE
 KV4940'CENTER OF THE TOP OF A 12- BY 12-INCH BY 3-1/2-FOOT CONCRETE POST
 KV4940'PROJECTING 6 INCHES ABOVE GROUND AND IS STAMPED MEAS. MI. S. 1951
 KV4940'NO. 2.  IT IS 22.476 METERS W OF THE STATION.
 KV4940'
 KV4940'STATION HUB SOUTH, A TEMPORARY STATION USED ONLY TO ESTABLISH
 KV4940'MEASURED MILE SOUTH, WAS LOCATED BY TRIANGULATION AND IS NOT
 KV4940'RECOVERABLE.  MEASURED MILE SOUTH WAS SET ON LINE 16.86 METERS
 KV4940'TOWARD MEASURED MILE NORTH.
 KV4940'
 KV4940'THE FRONT RANGE IS A BUILT-UP 4- BY 6-INCH POLE 10 FEET HIGH
 KV4940'PAINTED WITH ALTERNATE BLACK AND WHITE HORIZONTAL STRIPES ABOUT 9
 KV4940'INCHES WIDE.  IT IS DIRECTLY IN FRONT OF R.M. 2.
 KV4940'
 KV4940'THE REAR RANGE IS A 6-FOOT SQUARE DIAMOND-SHAPED SLATTED STRUCTURE
 KV4940'PAINTED ALTERNATELY BLACK AND WHITE AND IS 10 FEET HIGH.  THE
 KV4940'RANGE IS DIRECTLY BEHIND THE STATION MARK.
 KV4940
 KV4940                          STATION RECOVERY (1959)
 KV4940
 KV4940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JS)
 KV4940'VISITED THIS STATION AUG. 19, 1959, AND FOUND IT TO BE COMPLETELY
 KV4940'WASHED OUT.  THEREFORE THE MARK WAS DESTROYED.
 KV4940
 KV4940                          STATION RECOVERY (1983)
 KV4940
 KV4940'RECOVERY NOTE BY US POWER SQUADRON 1983 (PJM)
 KV4940'MARK NK 18-11 IS MISSING ACCORDING TO WILLIARD AND YORKANIS INC.
 KV4940'PROFESSIONAL LAND SURVEYORS AND PLANNERS, 153 BROAD STREET, RED
 KV4940'BANK, N.J.
 KV4940'
 KV4940'2 DAYS SPENT TRYING TO RECOVER.
 KV4940
 KV4940                          STATION RECOVERY (1992)
 KV4940
 KV4940'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV4940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3968 ***********************************************************************
 KV3968  DESIGNATION -  MEHR
 KV3968  PID         -  KV3968
 KV3968  STATE/COUNTY-  NJ/BERGEN
 KV3968  USGS QUAD   -  WEEHAWKEN (1995)
 KV3968
 KV3968                         *CURRENT SURVEY CONTROL
 KV3968  ___________________________________________________________________
 KV3968* NAD 83(1996)-  40 50 37.36017(N)    074 01 51.15600(W)     ADJUSTED  
 KV3968* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV3968  ___________________________________________________________________
 KV3968  LAPLACE CORR-           7.72  (seconds)                    DEFLEC99
 KV3968  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV3968
 KV3968  HORZ ORDER  -  THIRD
 KV3968
 KV3968.The horizontal coordinates were established by classical geodetic methods
 KV3968.and adjusted by the National Geodetic Survey in September 1999..
 KV3968
 KV3968.The orthometric height was scaled from a topographic map.
 KV3968
 KV3968.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3968
 KV3968.The geoid height was determined by GEOID03.
 KV3968
 KV3968;                    North         East     Units Scale Factor Converg.
 KV3968;SPC NJ       -   223,298.965   189,558.972   MT  0.99991926   +0 18 24.5
 KV3968;SPC NJ       -   732,606.69    621,911.39   sFT  0.99991926   +0 18 24.5
 KV3968;SPC NY L     -    75,183.835   297,396.073   MT  0.99999491   -0 01 12.7
 KV3968;SPC NY L     -   246,665.63    975,706.95   sFT  0.99999491   -0 01 12.7
 KV3968;UTM  18      - 4,521,859.645   581,697.548   MT  0.99968215   +0 38 01.8
 KV3968
 KV3968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3968!SPC NJ       -   1.00000488  x   0.99991926  =   0.99992414
 KV3968!SPC NY L     -   1.00000488  x   0.99999491  =   0.99999979
 KV3968!UTM  18      -   1.00000488  x   0.99968215  =   0.99968703
 KV3968
 KV3968:                Primary Azimuth Mark                     Grid Az
 KV3968:SPC NJ       -  EAST TOLL                                010 18 53.3
 KV3968:SPC NY L     -  EAST TOLL                                010 38 30.5
 KV3968:UTM  18      -  EAST TOLL                                009 59 16.0
 KV3968
 KV3968|---------------------------------------------------------------------|
 KV3968| PID    Reference Object                     Distance      Geod. Az  |
 KV3968|                                                           dddmmss.s |
 KV3968| KV4005 EAST TOLL                           APPROX. 0.5 KM 0103717.8 |
 KV3968| KV3973 HOF                                 267.066 METERS 09422     |
 KV3968| CB5324 MEHR RM 2                                          26601     |
 KV3968| CB5323 MEHR RM 1                                          35230     |
 KV3968| KV3993 WEST TOLL                           APPROX. 0.6 KM 3531858.8 |
 KV3968|---------------------------------------------------------------------|
 KV3968
 KV3968                          SUPERSEDED SURVEY CONTROL
 KV3968
 KV3968  NAD 83(1996)-  40 50 37.36001(N)    074 01 51.15609(W) AD(       ) 3
 KV3968  NAD 83(1996)-  40 50 37.35862(N)    074 01 51.15762(W) AD(       ) 3
 KV3968  NAD 83(1992)-  40 50 37.35741(N)    074 01 51.15837(W) AD(       ) 3
 KV3968  NAD 83(1986)-  40 50 37.36331(N)    074 01 51.15338(W) AD(       ) 3
 KV3968  NAD 27      -  40 50 37.00000(N)    074 01 52.65600(W) AD(       ) 3
 KV3968
 KV3968.Superseded values are not recommended for survey control.
 KV3968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3968.See file dsdata.txt to determine how the superseded data were derived.
 KV3968
 KV3968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8169821860(NAD 83)
 KV3968_MARKER: DS = TRIANGULATION STATION DISK
 KV3968_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV3968_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV3968
 KV3968  HISTORY     - Date     Condition        Report By
 KV3968  HISTORY     - 1914     MONUMENTED       CGS
 KV3968  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV3968
 KV3968                          STATION DESCRIPTION
 KV3968
 KV3968'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV3968'STATION IS ON THE W BANK OF HACKENSACK RIVER, ABOUT 1/3 MILE
 KV3968'BELOW LITTLE FERRY BRIDGE, ON THE PROPERTY OF N. MEHRHOF AND
 KV3968'COMPANY, ABOUT 2 METERS (7 FEET) FROM THE HIGH-WATER LINE, AND
 KV3968'7 METERS (23 FEET) FROM A POST OF THE BRICK KILN SHED HAVING
 KV3968'3 COPPER NAILS DRIVEN IN FORM OF A TRIANGLE.
 KV3968'
 KV3968'THE STATION IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP
 KV3968'OF A 4-INCH TILE AND SUNK FLUSH WITH THE GROUND.
 KV3968'
 KV3968'THE SUBSURFACE MARK IS A BURIED BOTTLE.
 KV3968'
 KV3968'TWO REFERENCE MARKS ARE PLACED RESPECTIVELY 16.093 METERS
 KV3968'(52.80 FEET) N 5 DEG E AND 7.144 METERS (23.44 FEET) N 85 DEG W
 KV3968'FROM THE STATION.  THE FIRST, A COPPER NAIL IN CEMENT CONTAINED
 KV3968'IN A 3-INCH TILE PIPE IS LOCATED ABREAST OF THE NINTH POST OF
 KV3968'THE BRICK KILN AND ABOUT 3 METERS (10 FEET) FROM HIGH-WATER
 KV3968'LINE.  THE OTHER IS THE POST FIRST MENTIONED WITH THE TRIANGLE
 KV3968'OF COPPER NAILS.  IT IS THE TWELFTH POST FROM THE N CORNER OF
 KV3968'THE E SIDE OF THE BRICK KILN.
 KV3968
 KV3968                          STATION RECOVERY (1932)
 KV3968
 KV3968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3968'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6803 ***********************************************************************
 KV6803  DESIGNATION -  MERCER CBL 150
 KV6803  PID         -  KV6803
 KV6803  STATE/COUNTY-  NJ/MERCER
 KV6803  USGS QUAD   -  PRINCETON (1981)
 KV6803
 KV6803                         *CURRENT SURVEY CONTROL
 KV6803  ___________________________________________________________________
 KV6803* NAD 83(1996)-  40 15 07.68233(N)    074 38 46.55008(W)     ADJUSTED  
 KV6803* NAVD 88     -        30.6    (meters)     100.     (feet)  VERTCON   
 KV6803  ___________________________________________________________________
 KV6803  X           -   1,290,701.407 (meters)                     COMP
 KV6803  Y           -  -4,700,683.946 (meters)                     COMP
 KV6803  Z           -   4,099,390.714 (meters)                     COMP
 KV6803  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 KV6803  ELLIP HEIGHT-          -2.38  (meters)          (10/23/02) GPS OBS
 KV6803  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KV6803
 KV6803  HORZ ORDER  -  FIRST
 KV6803  ELLP ORDER  -  FOURTH    CLASS I
 KV6803
 KV6803.The horizontal coordinates were established by GPS observations
 KV6803.and adjusted by the National Geodetic Survey in May 1999..
 KV6803
 KV6803.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6803
 KV6803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6803
 KV6803.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6803
 KV6803.The ellipsoidal height was determined by GPS observations
 KV6803.and is referenced to NAD 83.
 KV6803
 KV6803.The geoid height was determined by GEOID03.
 KV6803
 KV6803;                    North         East     Units Scale Factor Converg.
 KV6803;SPC NJ       -   157,518.086   137,557.262   MT  0.99990191   -0 05 40.2
 KV6803;SPC NJ       -   516,790.59    451,302.45   sFT  0.99990191   -0 05 40.2
 KV6803;UTM  18      - 4,455,802.241   530,083.489   MT  0.99961114   +0 13 42.8
 KV6803
 KV6803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6803!SPC NJ       -   1.00000037  x   0.99990191  =   0.99990228
 KV6803!UTM  18      -   1.00000037  x   0.99961114  =   0.99961151
 KV6803
 KV6803                          SUPERSEDED SURVEY CONTROL
 KV6803
 KV6803  NAD 83(1986)-  40 15 07.68218(N)    074 38 46.55243(W) AD(       ) 1
 KV6803  NGVD 29 (09/20/93)   30.9    (m)          101.     (f) GPS OBS        
 KV6803
 KV6803.Superseded values are not recommended for survey control.
 KV6803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6803.See file dsdata.txt to determine how the superseded data were derived.
 KV6803
 KV6803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3008355802(NAD 83)
 KV6803_MARKER: DQ = CALIBRATION BASE LINE DISK
 KV6803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6803_SP_SET: CONCRETE POST
 KV6803_STAMPING: 150 1979
 KV6803_MARK LOGO: NGS   
 KV6803_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6803+STABILITY: SURFACE MOTION
 KV6803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6803+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1993
 KV6803
 KV6803  HISTORY     - Date     Condition        Report By
 KV6803  HISTORY     - 1979     MONUMENTED       NJDT
 KV6803  HISTORY     - 19900424 GOOD
 KV6803  HISTORY     - 19910424 GOOD             NJGS
 KV6803  HISTORY     - 19930622 GOOD             NGS
 KV6803
 KV6803                          STATION DESCRIPTION
 KV6803
 KV6803'DESCRIBED BY NJ DEPT OF TRANSP 1979
 KV6803'A TAPE CALIBRATION MONUMENT IS SET 100 FEET FROM THE 990 METER POINT.
 KV6803'NO MEASUREMENTS WERE TAKEN AT THIS TIME.
 KV6803' 
 KV6803'THE BASE LINE IS LOCATED ABOUT 9.7 KM (6.0 MI) NORTHEAST OF TRENTON,
 KV6803'3.2 KM (2.0 MI) NORTHEAST OF MERCERVILLE, AND 3.2 KM (2.0 MI) WEST OF
 KV6803'EDINBURG.  THE BASE LINE RUNS ALONG THE ENTIRE FRONT OF THE MERCER
 KV6803'COUNTY COMMUNITY COLLEGE ABOUT 60 M (197 FT) SOUTH OF COUNTY ROAD 535.
 KV6803'THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE EAST
 KV6803'END.  IT CONSISTS OF THE 0, 150, 460, AND 990 METER POINTS WITH A
 KV6803'100-FOOT TAPE CALIBRATION STATION LOCATED OFF LINE AND WEST OF THE
 KV6803'990-METER POINT.
 KV6803' 
 KV6803'TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 295
 KV6803'(EXIT 63B) AND STATE HIGHWAY 33 (NOTTINGHAM WAY), LOCATED ON THE WEST
 KV6803'SIDE OF MERCERVILLE, GO EASTERLY ON STATE HIGHWAY 33 FOR 0.7 KM (0.4
 KV6803'MI) TO A FORK  WITH COUNTY ROAD 652 ON THE LEFT.  BEAR LEFT AND GO
 KV6803'NORTHEAST ON COUNTY ROAD 652 (NOTTINGHAM WAY) FOR 0.5 KM (0.3 MI) TO
 KV6803'THE INTERSECTION OF COUNTY ROAD 533 (QUAKERBRIDGE ROAD) AND COUNTY
 KV6803'ROAD 535 (EDINBURG ROAD).  GO NORTHEASTERLY ON COUNTY ROAD 535 FOR 3.5
 KV6803'KM (2.2 MI) TO THE MAIN ENTRANCE OF THE MERCER COUNTY COMMUNITY
 KV6803'COLLEGE ON THE LEFT.  CONTINUE NORTHEASTERLY ON COUNTY ROAD 535 (OLD
 KV6803'TRENTON ROAD) FOR 0.7 KM (0.4 MI) TO THE 0-METER POINT ON THE LEFT,
 KV6803'LOCATED BEHIND AND BETWEEN THE PROPERTIES OF HOUSE NUMBERS 1290 AND
 KV6803'1300.
 KV6803' 
 KV6803'THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 KV6803'STAMPED--150 1979--, SET IN THE TOP OF A 23 CM (9 IN) DIAMETER
 KV6803'CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND.
 KV6803'IT IS 129.5 M (424.9 FT) SOUTHEAST OF THE CENTERLINE OF A PAVED CAMPUS
 KV6803'ROAD, 97.0 M (318.2 FT) NORTH-NORTHWEST OF WOODEN UTILITY POLE NO.
 KV6803'6106, 98.6 M (323.5 FT) NORTH OF THE CENTERLINE OF COUNTY ROAD 535,
 KV6803'6.5 M (21.3 FT) SOUTH OF REFERENCE MARK NO. 2 AND A FIBERGLASS WITNESS
 KV6803'POST, AND 0.4 M (1.3 FT) WEST-NORTHWEST OF A METAL WITNESS POST.
 KV6803' 
 KV6803'USER NOTES--CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 KV6803'ELEVATIONS ARE FOR CBL USE ONLY.  THIS BASE LINE WAS NOT MEASURED AT
 KV6803'THIS TIME DUE TO OVERGROWN VEGETATION.
 KV6803' 
 KV6803'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE
 KV6803'PROFESSIONAL LAND SURVEYORS ASSOCIATION OF NEW JERSEY AND THE NEW
 KV6803'JERSEY GEODETIC CONTROL SURVEY.  FOR MORE INFORMATION PLEASE CONTACT
 KV6803'NJ DEPARTMENT OF TRANSPORTATION, GEODETIC SURVEY SECTION, CN600, 1035
 KV6803'PARKWAY AVENUE, TRENTON, NJ 08625.  TELEPHONE (609) 530-5654.
 KV6803
 KV6803                          STATION RECOVERY (1990)
 KV6803
 KV6803'RECOVERED 1990
 KV6803'RECOVERED IN GOOD CONDITION.
 KV6803
 KV6803                          STATION RECOVERY (1991)
 KV6803
 KV6803'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV6803'THE STATION IS LOCATED IN WEST WINDSOR TOWNSHIP, ON THE GROUNDS OF THE
 KV6803'MERCER COUNTY COMMUNITY COLLEGE.  TO REACH THE STATION FROM THE FIVE
 KV6803'POINTS INTERSECTION IN MERCERVILLE, THE JUNCTION OF MERCERVILLE
 KV6803'EDINBURG ROAD, COUNTY ROAD 535, AND QUAKERBRIDGE ROAD, COUNTY ROAD
 KV6803'533, AND NOTTINGHAM WAY, GO ABOUT 2.4 MI (3.9 KM) NORTHEAST ON
 KV6803'EDINBURG ROAD TO THE STATION AND THE CAMPUS ON THE LEFT.  ALL
 KV6803'VISITORS MUST REPORT TO THE CAMPUS SECURITY OFFICE PRIOR TO
 KV6803'OCCUPATION OF THE BASELINE STATIONS.  THE STATION IS ABOUT 99 M
 KV6803'(324.8 FT) NORTH NORTHWEST OF THE CENTERLINE OF MERCERVILLE EDINBURG
 KV6803'ROAD, 33.05 M (108.43 FT) WEST SOUTHWEST OF REFERENCE MARK NUMBER 1,
 KV6803'WHICH IS AT THE PROPERTY CORNER BETWEEN THE CAMPUS AND A BARN
 KV6803'BELONGING TO A HOUSE SOUTHEAST OF THE COLLEGE ON EDINBURG ROAD AND
 KV6803'6.5 M (21.3 FT) SOUTH OF REFERENCE MARK NUMBER 2.  THE STATION
 KV6803'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND.
 KV6803
 KV6803                          STATION RECOVERY (1993)
 KV6803
 KV6803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (KM)
 KV6803'** NOTE  THERE IS AN UNDERGROUND MARK SET BELOW THE SURFACE MARK. NO
 KV6803'INFORMATION ABOUT DISK TYPE OR MAGNETIC MATERIAL WAS AVAILABLE AT TIME
 KV6803'OF RECOVERY.  ** MARK IS A COMPONENT OF THE MERCER CALIBRATION BASE
 KV6803'LINE.  LOCATED ABOUT 9.7 KM (6.0 MI) NORTHEAST OF TRENTON AND 3.2 KM
 KV6803'(2.0 MI) WEST OF EDINBURG ON THE MERCER COUNTY COMMUNITY COLLEGE
 KV6803'CAMPUS.  MARK IS LOCATED BETWEEN COUNTY ROAD 535 AND A PAVED CAMPUS
 KV6803'ROAD IN A GRASSY FIELD NORTHWEST OF THE WESTERN MOST HOUSE.  QUAD
 KV6803'UNKNOWN. TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 295 (EXIT
 KV6803'63B) AND STATE HIGHWAY 33 (NOTTINGHAM WAY), LOCATED ON THE WEST SIDE
 KV6803'OF MERCERVILLE, GO EASTERLY ON STATE HIGHWAY 33 FOR 0.7 KM (0.4 MI) TO
 KV6803'A FORK WITH COUNTY ROAD 652 ON THE LEFT.  BEAR LEFT AND CONTINUE
 KV6803'NORTHEAST ON COUNTY ROAD 652 FOR 0.5 KM (0.3 MI) TO THE INTERSECTION
 KV6803'OF COUNTY ROAD 533 (QUAKERBRIDGE ROAD) AND COUNTY ROAD 535 (EDINBURG
 KV6803'ROAD).  GO NORTHEAST ON COUNTY ROAD 535 FOR FOR 3.5 KM (2.2 MI) TO THE
 KV6803'MAIN ENTRANCE FOR THE MERCER COUNTY COMMUNITY COLLEGE ON THE LEFT.
 KV6803'CONTINUE NORTHEAST ON COUNTY ROAD 535 (OLD TRENTON ROAD) FOR 0.55 KM
 KV6803'(0.34 MI) TO THE MARK ON THE LEFT LOCATED IN A GRASSY FIELD. MARK IS
 KV6803'SET IN THE TOP OF A 23 CM (9 IN) DIAMETER CONCRETE POST PROJECTING 5
 KV6803'CM (2 IN) ABOVE GROUND SURFACE.  IT IS 129.5 M (424.9 FT) SOUTHEAST OF
 KV6803'THE CENTERLINE OF A CAMPUS ROAD, 97.0 M (318.2 FT) NORTH-NORTHEAST OF
 KV6803'WOODEN UTILITY POLE NO. 6106, 98.6 NORTH OF THE CENTERLINE OF COUNTY
 KV6803'ROAD 535, 6.5 M (21.3 FT) SOUTH OF REFERENCE MARK NO.2 AND FIBERGLASS
 KV6803'WITNESS POST, AND 0.4 M (1.3 FT) WEST-NORTHWEST OF A METAL WITNESS
 KV6803'POST. FOR MORE INFORMATION CONTACT MR. BERNARD PUTZIGER, NJ DEPARTMENT
 KV6803'OF TRANSPORTATION, GEODETIC SURVEY SECTION, CN600, 1035 PARKWAY
 KV6803'AVENUE, TRENTON, NJ 08625. DESCRIBED BY KIRK MCCAULEY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3037 ***********************************************************************
 JU3037  DESIGNATION -  MERCHANTVILLE MUN STANDPIPE
 JU3037  PID         -  JU3037
 JU3037  STATE/COUNTY-  NJ/CAMDEN
 JU3037  USGS QUAD   -  CAMDEN (1995)
 JU3037
 JU3037                         *CURRENT SURVEY CONTROL
 JU3037  ___________________________________________________________________
 JU3037* NAD 83(1996)-  39 57 01.59121(N)    075 02 59.64425(W)     ADJUSTED  
 JU3037* NAVD 88     -                                                        
 JU3037  ___________________________________________________________________
 JU3037  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 JU3037  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JU3037
 JU3037  HORZ ORDER  -  THIRD
 JU3037
 JU3037.The horizontal coordinates were established by classical geodetic methods
 JU3037.and adjusted by the National Geodetic Survey in September 1999..
 JU3037
 JU3037
 JU3037.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3037
 JU3037.The geoid height was determined by GEOID03.
 JU3037
 JU3037;                    North         East     Units Scale Factor Converg.
 JU3037;SPC NJ       -   124,157.119   103,012.459   MT  0.99992717   -0 21 11.2
 JU3037;SPC NJ       -   407,338.81    337,966.71   sFT  0.99992717   -0 21 11.2
 JU3037;SPC PA S     -    72,047.622   830,701.896   MT  0.99999737   +1 45 06.5
 JU3037;SPC PA S     -   236,376.24  2,725,394.47   sFT  0.99999737   +1 45 06.5
 JU3037;UTM  18      - 4,422,257.981   495,737.372   MT  0.99960022   -0 01 55.4
 JU3037
 JU3037                          SUPERSEDED SURVEY CONTROL
 JU3037
 JU3037  NAD 83(1991)-  39 57 01.58938(N)    075 02 59.64763(W) AD(       ) 4
 JU3037  NAD 83(1986)-  39 57 01.58633(N)    075 02 59.65017(W) AD(       ) 4
 JU3037  NAD 27      -  39 57 01.18500(N)    075 03 01.02600(W) AD(       ) 3
 JU3037
 JU3037.Superseded values are not recommended for survey control.
 JU3037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3037.See file dsdata.txt to determine how the superseded data were derived.
 JU3037
 JU3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9573722258(NAD 83)
 JU3037_MARKER: 52 = STANDPIPE TANK
 JU3037
 JU3037  HISTORY     - Date     Condition        Report By
 JU3037  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3037  HISTORY     - 1946     GOOD             CGS
 JU3037  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 JU3037
 JU3037                          STATION DESCRIPTION
 JU3037
 JU3037'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3037'THIS STATION IS THE CENTER OF THE LARGER AND MOST EASTERLY OF
 JU3037'TWO STANDPIPES AT THE V-INTERSECTION OF MAPLE AND PARK AVENUES,
 JU3037'MERCHANTVILLE.  IT IS A PLAIN BLACK CYLINDRICAL STEEL STANDPIPE
 JU3037'ABOUT 110 FEET HIGH.  BOTH STANDPIPES HAVE A STEEL FENCE AROUND
 JU3037'THE TOP.  THE LARGER ONE IS ABOUT 25 FEET IN DIAMETER AND THE
 JU3037'SMALLER ONE IS ABOUT 10 FEET IN DIAMETER.
 JU3037
 JU3037                          STATION RECOVERY (1946)
 JU3037
 JU3037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3037'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN ORIGINAL
 JU3037'DESCRIPTION.
 JU3037
 JU3037                          STATION RECOVERY (1989)
 JU3037
 JU3037'RECOVERY NOTE BY US POWER SQUADRON 1989 (NM)
 JU3037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3042 ***********************************************************************
 JU3042  DESIGNATION -  MERCHANTVILLE PERKINS ICE STK
 JU3042  PID         -  JU3042
 JU3042  STATE/COUNTY-  NJ/CAMDEN
 JU3042  USGS QUAD   -  CAMDEN (1995)
 JU3042
 JU3042                         *CURRENT SURVEY CONTROL
 JU3042  ___________________________________________________________________
 JU3042* NAD 83(1996)-  39 57 11.02683(N)    075 02 25.41473(W)     ADJUSTED  
 JU3042* NAVD 88     -                                                        
 JU3042  ___________________________________________________________________
 JU3042  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 JU3042  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JU3042
 JU3042  HORZ ORDER  -  THIRD
 JU3042
 JU3042.The horizontal coordinates were established by classical geodetic methods
 JU3042.and adjusted by the National Geodetic Survey in September 1999..
 JU3042
 JU3042
 JU3042.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3042
 JU3042.The geoid height was determined by GEOID03.
 JU3042
 JU3042;                    North         East     Units Scale Factor Converg.
 JU3042;SPC NJ       -   124,443.148   103,826.675   MT  0.99992624   -0 20 49.3
 JU3042;SPC NJ       -   408,277.23    340,638.02   sFT  0.99992624   -0 20 49.3
 JU3042;SPC PA S     -    72,363.386   831,505.113   MT  0.99999697   +1 45 28.7
 JU3042;SPC PA S     -   237,412.21  2,728,029.69   sFT  0.99999697   +1 45 28.7
 JU3042;UTM  18      - 4,422,548.474   496,549.708   MT  0.99960015   -0 01 33.4
 JU3042
 JU3042                          SUPERSEDED SURVEY CONTROL
 JU3042
 JU3042  NAD 83(1991)-  39 57 11.02376(N)    075 02 25.41692(W) AD(       ) 4
 JU3042  NAD 83(1986)-  39 57 11.02138(N)    075 02 25.41966(W) AD(       ) 4
 JU3042  NAD 27      -  39 57 10.62300(N)    075 02 26.80200(W) AD(       ) 3
 JU3042
 JU3042.Superseded values are not recommended for survey control.
 JU3042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3042.See file dsdata.txt to determine how the superseded data were derived.
 JU3042
 JU3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9655022548(NAD 83)
 JU3042_MARKER: 63 = STACK
 JU3042
 JU3042  HISTORY     - Date     Condition        Report By
 JU3042  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3042  HISTORY     - 1946     GOOD             CGS
 JU3042
 JU3042                          STATION DESCRIPTION
 JU3042
 JU3042'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3042'THIS STATION IS THE CENTER OF THE RED BRICK STACK AT THE
 JU3042'E.S. PERKINS COMPANY ICE PLANT BETWEEN RUDDEROW AVENUE AND
 JU3042'PENNSYLVANIA RAILROAD AND ABOUT 0.1 MILE E OF COVE ROAD.  THE
 JU3042'STACK IS AT THE SW CORNER OF THE PLANT.  IT IS ABOUT 100 FEET
 JU3042'HIGH AND HAS SLIGHT CORBEL AT THE TOP.
 JU3042
 JU3042                          STATION RECOVERY (1946)
 JU3042
 JU3042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3042'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN ORIGINAL
 JU3042'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4930 ***********************************************************************
 KV4930  DESIGNATION -  MET 1940
 KV4930  PID         -  KV4930
 KV4930  STATE/COUNTY-  NJ/MONMOUTH
 KV4930  USGS QUAD   -  SANDY HOOK (1981)
 KV4930
 KV4930                         *CURRENT SURVEY CONTROL
 KV4930  ___________________________________________________________________
 KV4930* NAD 83(1996)-  40 28 01.00461(N)    074 00 08.22503(W)     ADJUSTED  
 KV4930* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV4930  ___________________________________________________________________
 KV4930  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 KV4930  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV4930
 KV4930  HORZ ORDER  -  SECOND
 KV4930
 KV4930.The horizontal coordinates were established by classical geodetic methods
 KV4930.and adjusted by the National Geodetic Survey in September 1999..
 KV4930
 KV4930.The orthometric height was scaled from a topographic map.
 KV4930
 KV4930.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4930
 KV4930.The geoid height was determined by GEOID03.
 KV4930
 KV4930;                    North         East     Units Scale Factor Converg.
 KV4930;SPC NJ       -   181,477.445   192,206.774   MT  0.99992192   +0 19 22.9
 KV4930;SPC NJ       -   595,397.25    630,598.39   sFT  0.99992192   +0 19 22.9
 KV4930;UTM  18      - 4,480,063.702   584,582.425   MT  0.99968806   +0 38 51.2
 KV4930
 KV4930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4930!SPC NJ       -   1.00000482  x   0.99992192  =   0.99992674
 KV4930!UTM  18      -   1.00000482  x   0.99968806  =   0.99969288
 KV4930
 KV4930                          SUPERSEDED SURVEY CONTROL
 KV4930
 KV4930  NAD 83(1996)-  40 28 01.00456(N)    074 00 08.22499(W) AD(       ) 2
 KV4930  NAD 83(1986)-  40 28 01.00357(N)    074 00 08.22392(W) AD(       ) 2
 KV4930  NAD 27      -  40 28 00.61500(N)    074 00 09.72300(W) AD(       ) 2
 KV4930
 KV4930.Superseded values are not recommended for survey control.
 KV4930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4930.See file dsdata.txt to determine how the superseded data were derived.
 KV4930
 KV4930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8458280064(NAD 83)
 KV4930_MARKER: DS = TRIANGULATION STATION DISK
 KV4930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4930_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV4930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV4930+STABILITY: SURFACE MOTION
 KV4930
 KV4930  HISTORY     - Date     Condition        Report By
 KV4930  HISTORY     - 1940     MONUMENTED       CGS
 KV4930  HISTORY     - 1973     GOOD             NGS
 KV4930  HISTORY     - 19950830 MARK NOT FOUND   USPSQD
 KV4930
 KV4930                          STATION DESCRIPTION
 KV4930
 KV4930'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KV4930'STATION IS A U.S.C. AND G.S. DISK, SET IN THE TOP OF A SQUARE
 KV4930'CONCRETE OBSERVING PIER JUST NW OF STATION PUSEY.
 KV4930
 KV4930                          STATION RECOVERY (1973)
 KV4930
 KV4930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (NAP)
 KV4930'RECOVERED IN GOOD CONDITION.
 KV4930'
 KV4930'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV4930'4 N.M. NORTH OF HIGHLANDS, N.J.
 KV4930
 KV4930                          STATION RECOVERY (1995)
 KV4930
 KV4930'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5847 ***********************************************************************
 KV5847  DESIGNATION -  METSTA
 KV5847  PID         -  KV5847
 KV5847  STATE/COUNTY-  NJ/MIDDLESEX
 KV5847  USGS QUAD   -  PERTH AMBOY (1981)
 KV5847
 KV5847                         *CURRENT SURVEY CONTROL
 KV5847  ___________________________________________________________________
 KV5847* NAD 83(1996)-  40 32 08.12317(N)    074 20 36.96816(W)     ADJUSTED  
 KV5847* NAVD 88     -        30.04   (meters)      98.6    (feet)  LEVELING  
 KV5847  ___________________________________________________________________
 KV5847  X           -   1,310,009.738 (meters)                     COMP
 KV5847  Y           -  -4,674,159.603 (meters)                     COMP
 KV5847  Z           -   4,123,362.540 (meters)                     COMP
 KV5847  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 KV5847  ELLIP HEIGHT-          -2.64  (meters)          (10/23/02) GPS OBS
 KV5847  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KV5847
 KV5847  HORZ ORDER  -  FIRST
 KV5847  VERT ORDER  -  THIRD ?
 KV5847  ELLP ORDER  -  FOURTH    CLASS I
 KV5847
 KV5847.The horizontal coordinates were established by GPS observations
 KV5847.and adjusted by the National Geodetic Survey in May 1999..
 KV5847
 KV5847.The orthometric height was determined by differential leveling.
 KV5847.The vertical network tie was performed by a horz. field party for horz.
 KV5847.obs reductions. Reset procedures were used to establish the elevation.
 KV5847
 KV5847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5847
 KV5847.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5847
 KV5847.The ellipsoidal height was determined by GPS observations
 KV5847.and is referenced to NAD 83.
 KV5847
 KV5847.The geoid height was determined by GEOID03.
 KV5847
 KV5847;                    North         East     Units Scale Factor Converg.
 KV5847;SPC NJ       -   188,991.986   163,249.155   MT  0.99990216   +0 06 05.9
 KV5847;SPC NJ       -   620,051.21    535,593.27   sFT  0.99990216   +0 06 05.9
 KV5847;SPC NY L     -    41,024.233   270,888.789   MT  1.00000988   -0 13 29.1
 KV5847;SPC NY L     -   134,593.67    888,740.97   sFT  1.00000988   -0 13 29.1
 KV5847;UTM  18      - 4,487,412.160   555,589.899   MT  0.99963804   +0 25 35.8
 KV5847
 KV5847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5847!SPC NJ       -   1.00000041  x   0.99990216  =   0.99990257
 KV5847!SPC NY L     -   1.00000041  x   1.00000988  =   1.00001029
 KV5847!UTM  18      -   1.00000041  x   0.99963804  =   0.99963845
 KV5847
 KV5847                          SUPERSEDED SURVEY CONTROL
 KV5847
 KV5847  NAD 83(1996)-  40 32 08.12289(N)    074 20 36.96881(W) AD(       ) 1
 KV5847  NAD 83(1992)-  40 32 08.12188(N)    074 20 36.96793(W) AD(       ) 1
 KV5847  ELLIP H (04/25/94)   -2.71   (m)                       GP(       ) 3 1
 KV5847  NAD 83(1986)-  40 32 08.12379(N)    074 20 36.97065(W) AD(       ) 1
 KV5847  NAD 83(1986)-  40 32 08.12435(N)    074 20 36.96560(W) AD(       ) 1
 KV5847  NGVD 29 (09/27/88)   30.44   (m)           99.9    (f) LEVELING    3  
 KV5847
 KV5847.Superseded values are not recommended for survey control.
 KV5847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5847.See file dsdata.txt to determine how the superseded data were derived.
 KV5847
 KV5847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5559087412(NAD 83)
 KV5847_MARKER: DD = SURVEY DISK
 KV5847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5847_SP_SET: CONCRETE POST
 KV5847_STAMPING: METSTA
 KV5847_MARK LOGO: PSEG  
 KV5847_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV5847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5847+STABILITY: SURFACE MOTION
 KV5847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5847+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 KV5847
 KV5847  HISTORY     - Date     Condition        Report By
 KV5847  HISTORY     - 1985     MONUMENTED       PSEG
 KV5847  HISTORY     - 1986     GOOD             PSEG
 KV5847  HISTORY     - 19901130 GOOD             NJGS
 KV5847  HISTORY     - 19910813 GOOD
 KV5847  HISTORY     - 19920916 GOOD             TWT
 KV5847  HISTORY     - 19930323 GOOD             NJHA
 KV5847  HISTORY     - 20050325 GOOD             INDIV
 KV5847  HISTORY     - 20050401 GOOD             INDIV
 KV5847
 KV5847                          STATION DESCRIPTION
 KV5847
 KV5847'DESCRIBED BY PUBLIC SERVICE E + G 1985 (AXH)
 KV5847'THE STATION IS LOCATED IN THE METUCHEN BOROUGH ON POWER LINE RIGHT
 KV5847'OF WAY.
 KV5847'OWNERSHIP-- PSE+G
 KV5847'
 KV5847'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 KV5847'AMBOY AVENUE, COUNTY ROUTE 501, GO SOUTH ON INTERSECTING STARKIN
 KV5847'ROAD FOR 0.3 KM (0.2 MI) TO THE END OF THE ROAD.
 KV5847'
 KV5847'THE STATION IS A STANDARD PSE+G DISK SET IN A CONCRETE MONUMENT
 KV5847'LOCATED IN THE POWERE LINE RIGHT OF WAY 10.0 METERS (30.0 FT)
 KV5847'SOUTH OF A LARGE STEEL TOWER.
 KV5847'
 KV5847'DESCRIBED BY--GEO/HYDRO.
 KV5847
 KV5847                          STATION RECOVERY (1986)
 KV5847
 KV5847'RECOVERY NOTE BY PUBLIC SERVICE E + G 1986
 KV5847'RECOVERED IN GOOD CONDITION.
 KV5847
 KV5847                          STATION RECOVERY (1990)
 KV5847
 KV5847'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5847'THE STATION IS LOCATED IN METUCHEN BOROUGH, ON THE POWER LINE RIGHT OF
 KV5847'WAY IN THE SOUTHEAST JUNCTION OF U.S. HIGHWAY 1 AND AMBOY AVENUE. THE
 KV5847'STATION IS LOCATED AT A LARGE STEEL TOWER, NUMBER 11 SLASH 4 LM, 30.8
 KV5847'M (101.0 FT) WEST OF THE CENTERLINE OF STARKIN ROAD, 1.5 M (4.9 FT)
 KV5847'EAST OF THE EAST CURBLINE OF THE NORTH BOUND RAMP TO AMBOY AVENUE FROM
 KV5847'U.S. HIGHWAY 1, 19.8 M (65.0 FT) SOUTH OF POLE NUMBER 8095 AND 3.7 M
 KV5847'(12.1 FT) SOUTHWEST FROM THE LEG OF THE TOWER.
 KV5847
 KV5847                          STATION RECOVERY (1991)
 KV5847
 KV5847'RECOVERED 1991
 KV5847'RECOVERED IN GOOD CONDITION.
 KV5847
 KV5847                          STATION RECOVERY (1992)
 KV5847
 KV5847'RECOVERY NOTE BY TWT CONS ENG 1992
 KV5847'RECOVERED IN GOOD CONDITION.
 KV5847
 KV5847                          STATION RECOVERY (1993)
 KV5847
 KV5847'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 KV5847'RECOVERED IN GOOD CONDITION.
 KV5847
 KV5847                          STATION RECOVERY (2005)
 KV5847
 KV5847'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (GE)
 KV5847'RECOVERED IN GOOD CONDITION,NO CHANGES
 KV5847
 KV5847                          STATION RECOVERY (2005)
 KV5847
 KV5847'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (GE)
 KV5847'RECOVERED IN GOOD CONDITION,NO CHANGES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3371 ***********************************************************************
 JU3371  DESIGNATION -  MIAH MAULL SHOAL LIGHT
 JU3371  PID         -  JU3371
 JU3371  STATE/COUNTY-  NJ/CUMBERLAND
 JU3371  USGS QUAD   -  FORTESCUE (1992)
 JU3371
 JU3371                         *CURRENT SURVEY CONTROL
 JU3371  ___________________________________________________________________
 JU3371* NAD 83(1996)-  39 07 35.94598(N)    075 12 31.24928(W)     ADJUSTED  
 JU3371* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 JU3371  ___________________________________________________________________
 JU3371  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 JU3371  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 JU3371
 JU3371  HORZ ORDER  -  THIRD
 JU3371
 JU3371.The horizontal coordinates were established by classical geodetic methods
 JU3371.and adjusted by the National Geodetic Survey in September 1999..
 JU3371
 JU3371.The orthometric height was scaled from a topographic map.
 JU3371
 JU3371.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3371
 JU3371.The geoid height was determined by GEOID03.
 JU3371
 JU3371;                    North         East     Units Scale Factor Converg.
 JU3371;SPC NJ       -    32,798.645    88,724.970   MT  0.99994622   -0 26 50.0
 JU3371;SPC NJ       -   107,606.89    291,091.84   sFT  0.99994622   -0 26 50.0
 JU3371;SPC DE       -   125,086.387   217,984.860   MT  0.99999898   +0 07 52.5
 JU3371;SPC DE       -   410,387.59    715,171.99   sFT  0.99999898   +0 07 52.5
 JU3371;UTM  18      - 4,330,852.136   481,962.253   MT  0.99960401   -0 07 54.1
 JU3371
 JU3371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3371!SPC NJ       -   1.00000132  x   0.99994622  =   0.99994754
 JU3371!SPC DE       -   1.00000132  x   0.99999898  =   1.00000030
 JU3371!UTM  18      -   1.00000132  x   0.99960401  =   0.99960533
 JU3371
 JU3371                          SUPERSEDED SURVEY CONTROL
 JU3371
 JU3371  NAD 83(1991)-  39 07 35.93831(N)    075 12 31.25095(W) AD(       ) 4
 JU3371  NAD 83(1986)-  39 07 35.93033(N)    075 12 31.25592(W) AD(       ) 4
 JU3371  NAD 27      -  39 07 35.52600(N)    075 12 32.58300(W) AD(       ) 3
 JU3371
 JU3371.Superseded values are not recommended for survey control.
 JU3371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3371.See file dsdata.txt to determine how the superseded data were derived.
 JU3371
 JU3371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8196230852(NAD 83)
 JU3371_MARKER: 13 = LIGHTHOUSE
 JU3371_MARK LOGO: CGS   
 JU3371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3371+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1983
 JU3371
 JU3371  HISTORY     - Date     Condition        Report By
 JU3371  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3371  HISTORY     - 1969     GOOD             CGS
 JU3371  HISTORY     - 19830101 GOOD             NOS
 JU3371
 JU3371                          STATION DESCRIPTION
 JU3371
 JU3371'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JKW)
 JU3371'STATION RECOVERED IN GOOD CONDITION.
 JU3371
 JU3371                          STATION RECOVERY (1983)
 JU3371
 JU3371'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983
 JU3371'THE STATION IS LOCATED ON THE NE SIDE OF THE MAIN CHANNEL IN DELAWARE
 JU3371'BAY, 8.4 KM (5.20 MI) SW OF EGG ISLAND POINT, NJ.
 JU3371'TO REACH STATION PROCEED BY BOAT.
 JU3371'STATION IS THE CENTER OF THE LIGHTHOUSE LIGHT IN THE TOP OF A RED
 JU3371'CONICAL TOWER ON A GRAY CONICAL PIER, WITH A RED CYLINDRICAL WATCH
 JU3371'ROOM AND BLACK LANTERN.  THE LIGHTHOUSE WAS BUILT IN 1909.
 JU3371'THE STATION HAD BEEN LISTED AS LOST.  HOWEVER, PERSONNEL FROM COAST
 JU3371'GUARD CAPE MAY, THE COAST GUARD DISTRICT OFFICE, AND LOCAL MARINERS
 JU3371'CONFIRM THAT THE PRESENT STRUCTURE IS THE ONE POSITIONED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5434 ***********************************************************************
 KV5434  DESIGNATION -  MICHELIN RUBBER CO EAST STACK
 KV5434  PID         -  KV5434
 KV5434  STATE/COUNTY-  NJ/MIDDLESEX
 KV5434  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5434
 KV5434                         *CURRENT SURVEY CONTROL
 KV5434  ___________________________________________________________________
 KV5434* NAD 83(1996)-  40 26 58.99142(N)    074 26 16.52770(W)     ADJUSTED  
 KV5434* NAVD 88     -                                                        
 KV5434  ___________________________________________________________________
 KV5434  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 KV5434  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV5434
 KV5434  HORZ ORDER  -  THIRD
 KV5434
 KV5434.The horizontal coordinates were established by classical geodetic methods
 KV5434.and adjusted by the National Geodetic Survey in September 1999..
 KV5434
 KV5434
 KV5434.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5434
 KV5434.The geoid height was determined by GEOID03.
 KV5434
 KV5434;                    North         East     Units Scale Factor Converg.
 KV5434;SPC NJ       -   179,447.687   155,265.413   MT  0.99990034   +0 02 25.0
 KV5434;SPC NJ       -   588,737.95    509,399.94   sFT  0.99990034   +0 02 25.0
 KV5434;UTM  18      - 4,477,825.345   547,662.499   MT  0.99962796   +0 21 52.8
 KV5434
 KV5434                          SUPERSEDED SURVEY CONTROL
 KV5434
 KV5434  NAD 83(1996)-  40 26 58.99129(N)    074 26 16.52892(W) AD(       ) 4
 KV5434  NAD 83(1986)-  40 26 58.99233(N)    074 26 16.52909(W) AD(       ) 4
 KV5434  NAD 27      -  40 26 58.61500(N)    074 26 17.98200(W) AD(       ) 3
 KV5434
 KV5434.Superseded values are not recommended for survey control.
 KV5434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5434.See file dsdata.txt to determine how the superseded data were derived.
 KV5434
 KV5434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4766277825(NAD 83)
 KV5434_MARKER: 63 = STACK
 KV5434
 KV5434  HISTORY     - Date     Condition        Report By
 KV5434  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5434
 KV5434                          STATION DESCRIPTION
 KV5434
 KV5434'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5434'STATION IS IN MILLTOWN, N.J., LARGE PLANT, OFFICES AT N MAIN
 KV5434'AND FORD STREETS, TWIN STACKS ABOUT 150 FEET HIGH, YELLOW
 KV5434'BRICK, BLACK INSERT WORK AT TOP, SLIGHT CORBEL.  FOUR
 KV5434'LIGHTNING RODS.
 KV5434'
 KV5434'E STACK APPEARS TO BE OLDER OF TWO STACKS AND CONSTRUCTED OF
 KV5434'LARGER BRICKS.  HAS TWO STEEL BANDS AT TOP.  (WEST STACK DOES
 KV5434'NOT HAVE BANDS.)
 KV5434'
 KV5434'BETWEEN TWO STACKS IS AN ALUMINUM PAINTED WATER TANK ABOUT
 KV5434'130 FEET HIGH, SLIGHTLY NEARER THE EAST STACK.  STACKS ABOUT 75
 KV5434'FEET APART, ABOUT 200 FEET S OF FORD STREET AND 400 FEET W OF N
 KV5434'MAIN STREET.  PLANT NOT OPERATING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3067 ***********************************************************************
 JU3067  DESIGNATION -  MID PET
 JU3067  PID         -  JU3067
 JU3067  STATE/COUNTY-  NJ/CAMDEN
 JU3067  USGS QUAD   -  CAMDEN (1995)
 JU3067
 JU3067                         *CURRENT SURVEY CONTROL
 JU3067  ___________________________________________________________________
 JU3067* NAD 83(1996)-  39 58 12.42185(N)    075 06 03.29491(W)     ADJUSTED  
 JU3067* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3067  ___________________________________________________________________
 JU3067  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 JU3067  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JU3067
 JU3067  HORZ ORDER  -  THIRD
 JU3067
 JU3067.The horizontal coordinates were established by classical geodetic methods
 JU3067.and adjusted by the National Geodetic Survey in September 1999..
 JU3067
 JU3067.The orthometric height was scaled from a topographic map.
 JU3067
 JU3067.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3067
 JU3067.The geoid height was determined by GEOID03.
 JU3067
 JU3067;                    North         East     Units Scale Factor Converg.
 JU3067;SPC NJ       -   126,369.644    98,668.134   MT  0.99993243   -0 23 09.7
 JU3067;SPC NJ       -   414,597.74    323,713.70   sFT  0.99993243   -0 23 09.7
 JU3067;SPC PA S     -    74,099.232   826,278.949   MT  0.99999445   +1 43 07.3
 JU3067;SPC PA S     -   243,107.23  2,710,883.52   sFT  0.99999445   +1 43 07.3
 JU3067;UTM  18      - 4,424,445.402   491,382.150   MT  0.99960091   -0 03 53.4
 JU3067
 JU3067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3067!SPC NJ       -   1.00000506  x   0.99993243  =   0.99993749
 JU3067!SPC PA S     -   1.00000506  x   0.99999445  =   0.99999951
 JU3067!UTM  18      -   1.00000506  x   0.99960091  =   0.99960596
 JU3067
 JU3067:                Primary Azimuth Mark                     Grid Az
 JU3067:SPC NJ       -  EAST PET                                 074 45 06.5
 JU3067:SPC PA S     -  EAST PET                                 072 38 49.5
 JU3067:UTM  18      -  EAST PET                                 074 25 50.2
 JU3067
 JU3067|---------------------------------------------------------------------|
 JU3067| PID    Reference Object                     Distance      Geod. Az  |
 JU3067|                                                           dddmmss.s |
 JU3067| JU3072 EAST PET                            APPROX. 0.6 KM 0742156.8 |
 JU3067| CB2278 MID PET RM 2                         13.210 METERS 07441     |
 JU3067| CB2277 MID PET RM 1                          8.230 METERS 14433     |
 JU3067|---------------------------------------------------------------------|
 JU3067
 JU3067                          SUPERSEDED SURVEY CONTROL
 JU3067
 JU3067  NAD 83(1991)-  39 58 12.41981(N)    075 06 03.29703(W) AD(       ) 3
 JU3067  NAD 83(1986)-  39 58 12.41683(N)    075 06 03.30138(W) AD(       ) 3
 JU3067  NAD 27      -  39 58 12.01600(N)    075 06 04.67100(W) AD(       ) 3
 JU3067
 JU3067.Superseded values are not recommended for survey control.
 JU3067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3067.See file dsdata.txt to determine how the superseded data were derived.
 JU3067
 JU3067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9138224445(NAD 83)
 JU3067_MARKER: H = DRILL HOLE
 JU3067_SETTING: 0 = UNSPECIFIED SETTING
 JU3067
 JU3067  HISTORY     - Date     Condition        Report By
 JU3067  HISTORY     - 1925     MONUMENTED       CGS
 JU3067  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JU3067  HISTORY     - 1946     SEE DESCRIPTION  CGS
 JU3067  HISTORY     - 1976     POOR             NGS
 JU3067
 JU3067                          STATION DESCRIPTION
 JU3067
 JU3067'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3067'NEAR THE MIDDLE OF THE NORTHERN SHORE OF PETTY ISLAND ON THE
 JU3067'DOLPHIN ON THE E SIDE OF THE SMALL FERRY SLIP OF CREW LEVICK
 JU3067'COMPANY.  THE STATION IS MARKED BY A 1/4-INCH HOLE BORED IN
 JU3067'A 2-INCH BY 10-INCH PLANK NAILED TO THE TOP OF THE DOLPHIN.  TWO
 JU3067'STANDARD REFERENCE MARKS WERE CEMENTED INTO DRILL HOLES IN
 JU3067'THE CONCRETE BULKHEAD.
 JU3067'
 JU3067'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
 JU3067
 JU3067                          STATION RECOVERY (1935)
 JU3067
 JU3067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 JU3067'STATION DESTROYED, BUT THE STATION DOLPHIN AND REFERENCE MARKS
 JU3067'FOUND INTACT ACCORDING TO DESCRIPTION.  NO FURTHER EXAMINATION MADE.
 JU3067
 JU3067                          STATION RECOVERY (1946)
 JU3067
 JU3067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3067'DOLPHIN EXISTING IN APPROXIMATE POSITION OF ONE REFERRED TO
 JU3067'IN ORIGINAL DESCRIPTION.  STATION MARK HAS BEEN
 JU3067'DESTROYED.  REFERENCE MARK WAS RECOVERED IN GOOD
 JU3067'CONDITION.  REFERENCE MARK 2 WAS DESTROYED WHEN CONCRETE TOP
 JU3067'OF BULKHEAD WAS KNOCKED OFF.
 JU3067
 JU3067                          STATION RECOVERY (1976)
 JU3067
 JU3067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JU3067'REFERENCE MARK 1 WAS RECOVERED IN VERY POOR CONDITION.  ALL
 JU3067'OTHER MARKS WERE DESTROYED SEVERAL YEARS AGO WHEN THE DOCK
 JU3067'WASHED AWAY ON WHICH THE STATION WAS LOCATED.  THE LONE
 JU3067'SURVIVING REFERENCE MARK WAS FOUND TILTED TO THE WEST DUE TO
 JU3067'THE EROSION OF THE DOCK.
 JU3067'
 JU3067'THERE WAS NO POSSIBLE WAY TO RE-ESTABLISH THE STATION AT THIS
 JU3067'DATE.  THE ENTIRE AREA IS TO BE DISTURBED DURING THE CONSTRUCTION
 JU3067'OF A NEW BOAT DOCK.
 JU3067'
 JU3067'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3067'IN THE CENTER OF PETTY ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1274 ***********************************************************************
 HU1274  DESIGNATION -  MIDDLE
 HU1274  PID         -  HU1274
 HU1274  STATE/COUNTY-  NJ/CAPE MAY
 HU1274  USGS QUAD   -  WILDWOOD (1972)
 HU1274
 HU1274                         *CURRENT SURVEY CONTROL
 HU1274  ___________________________________________________________________
 HU1274* NAD 83(1996)-  38 57 21.79314(N)    074 52 24.98212(W)     ADJUSTED  
 HU1274* NAVD 88     -         9.403  (meters)      30.85   (feet)  ADJUSTED  
 HU1274  ___________________________________________________________________
 HU1274  X           -   1,295,971.984 (meters)                     COMP
 HU1274  Y           -  -4,794,303.480 (meters)                     COMP
 HU1274  Z           -   3,988,507.975 (meters)                     COMP
 HU1274  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 HU1274  ELLIP HEIGHT-         -26.09  (meters)          (10/23/02) GPS OBS
 HU1274  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU1274  DYNAMIC HT  -           9.398 (meters)      30.83  (feet)  COMP
 HU1274  MODELED GRAV-     980,049.0   (mgal)                       NAVD 88
 HU1274
 HU1274  HORZ ORDER  -  FIRST
 HU1274  VERT ORDER  -  FIRST     CLASS II
 HU1274  ELLP ORDER  -  FOURTH    CLASS I
 HU1274
 HU1274.The horizontal coordinates were established by GPS observations
 HU1274.and adjusted by the National Geodetic Survey in May 1999..
 HU1274
 HU1274.The orthometric height was determined by differential leveling
 HU1274.and adjusted by the National Geodetic Survey in September 1996..
 HU1274
 HU1274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU1274
 HU1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1274
 HU1274.The ellipsoidal height was determined by GPS observations
 HU1274.and is referenced to NAD 83.
 HU1274
 HU1274.The geoid height was determined by GEOID03.
 HU1274
 HU1274.The dynamic height is computed by dividing the NAVD 88
 HU1274.geopotential number by the normal gravity value computed on the
 HU1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1274.degrees latitude (g = 980.6199 gals.).
 HU1274
 HU1274.The modeled gravity was interpolated from observed gravity values.
 HU1274
 HU1274;                    North         East     Units Scale Factor Converg.
 HU1274;SPC NJ       -    13,688.623   117,619.022   MT  0.99991291   -0 14 05.6
 HU1274;SPC NJ       -    44,910.09    385,888.41   sFT  0.99991291   -0 14 05.6
 HU1274;UTM  18      - 4,311,907.422   510,951.435   MT  0.99960148   +0 04 46.1
 HU1274
 HU1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1274!SPC NJ       -   1.00000409  x   0.99991291  =   0.99991700
 HU1274!UTM  18      -   1.00000409  x   0.99960148  =   0.99960557
 HU1274
 HU1274:                Primary Azimuth Mark                     Grid Az
 HU1274:SPC NJ       -  NORTH WILDWOOD NORTH STANDPIPE           050 59 39.0
 HU1274:UTM  18      -  NORTH WILDWOOD NORTH STANDPIPE           050 40 47.3
 HU1274
 HU1274|---------------------------------------------------------------------|
 HU1274| PID    Reference Object                     Distance      Geod. Az  |
 HU1274|                                                           dddmmss.s |
 HU1274| JU2954 NORTH WILDWOOD NORTH STANDPIPE      APPROX. 8.6 KM 0504533.4 |
 HU1274| HU1263 WILDWOOD STANDPIPE                  APPROX. 6.6 KM 0520645.9 |
 HU1274| HU1272 WILDWOOD LARGE STANDPIPE            APPROX. 3.6 KM 0561403.3 |
 HU1274| AB6650 MIDDLE AZ MK                                       0872345.7 |
 HU1274| HU1266 TWO MILE BEACH RADIO MAST           APPROX. 1.6 KM 1081847.6 |
 HU1274| AB6653 MIDDLE RM 1                          16.180 METERS 14111     |
 HU1274| HU1277 CAPE MAY CG ELECTRONICS MAST 1      APPROX. 0.9 KM 1411405.5 |
 HU1274| AB6654 MIDDLE RM 2                           7.598 METERS 20553     |
 HU1274| HU1283 CAPE MAY COAST GUARD TANK           APPROX. 1.5 KM 2271828.5 |
 HU1274| HU1302 CAPE MAY CG TEL REPEATER TOWER      APPROX. 3.1 KM 2454412.6 |
 HU1274|---------------------------------------------------------------------|
 HU1274
 HU1274                          SUPERSEDED SURVEY CONTROL
 HU1274
 HU1274  ELLIP H (05/14/99)  -26.10   (m)                       GP(       ) 4 1
 HU1274  NAD 83(1991)-  38 57 21.79256(N)    074 52 24.98178(W) AD(       ) 1
 HU1274  ELLIP H (03/31/93)  -26.17   (m)                       GP(       ) 3 2
 HU1274  NAD 83(1991)-  38 57 21.77455(N)    074 52 24.99013(W) AD(       ) 3
 HU1274  NAD 83(1986)-  38 57 21.76897(N)    074 52 24.99138(W) AD(       ) 3
 HU1274  NAD 27      -  38 57 21.36380(N)    074 52 26.37820(W) AD(       ) 3
 HU1274
 HU1274.Superseded values are not recommended for survey control.
 HU1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1274.See file dsdata.txt to determine how the superseded data were derived.
 HU1274
 HU1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1095111907(NAD 83)
 HU1274_MARKER: DS = TRIANGULATION STATION DISK
 HU1274_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HU1274_SP_SET: BRIDGE SIDEWALK
 HU1274_STAMPING: MIDDLE 1962
 HU1274_MARK LOGO: CGS   
 HU1274_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU1274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1274+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 HU1274
 HU1274  HISTORY     - Date     Condition        Report By
 HU1274  HISTORY     - 1962     MONUMENTED       CGS
 HU1274  HISTORY     - 1962     GOOD             CGS
 HU1274  HISTORY     - 1970     GOOD             NGS
 HU1274  HISTORY     - 1975     GOOD             NGS
 HU1274  HISTORY     - 19900807 GOOD             NJGS
 HU1274  HISTORY     - 19930404 GOOD             NJHA
 HU1274  HISTORY     - 19950705 GOOD             NJGS
 HU1274  HISTORY     - 19981119 GOOD             NJGS
 HU1274  HISTORY     - 20050918 GOOD             GEOCAC
 HU1274
 HU1274                          STATION DESCRIPTION
 HU1274
 HU1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HU1274'NO MEASUREMENT BETWEEN RMS BRIDGE RAILING ON LINE.
 HU1274'
 HU1274'THE STATION IS ABOUT 3 MILES NORTHEAST OF CAPE MAY, ABOUT 1.0
 HU1274'MILES NORTHWEST OF THE ATLANTIC OCEAN AND IS ON THE TOLL BRIDGE
 HU1274'OVER MIDDLE THOROFARE.  IT IS SET FLUSH IN A DRILL HOLE IN THE
 HU1274'CURB ON THE NORTHEAST SIDE OF THE BRIDGE, 42 FEET SOUTHEAST OF
 HU1274'THE SOUTHEAST END OF A TOLL BOOTH, 13 FEET NORTHEAST OF THE
 HU1274'CENTERLINE OF THE BRIDGE, 4 FEET SOUTHEAST OF A METAL STOP AND
 HU1274'GO LIGHT POST AND 3 FEET SOUTHWEST OF THE NORTHEAST BRIDGE
 HU1274'RAILING.  THE DISK IS STAMPED MIDDLE 1962.
 HU1274'
 HU1274'TO REACH THE STATION FROM CAPE ISLAND CREEK BRIDGE, AT THE
 HU1274'NORTH EDGE OF CAPE MAY ON LAFAYETTE STREET, GO NORTHERLY ON
 HU1274'LAFAYETTE STREET AND U.S. HIGHWAY 9 FOR 0.65 MILE TO THE
 HU1274'JUNCTION OF HIGHWAY 9 AND STATE ROUTE 585.  TURN RIGHT AND GO
 HU1274'EASTERLY ON STATE ROUTE 585 FOR 1.7 MILES TO THE TOLL HOUSE ON
 HU1274'BRIDGE AND THE STATION.
 HU1274'
 HU1274'REFERENCE MARK 1 IS SET FLUSH IN A DRILL HOLE IN THE CONCRETE
 HU1274'CURB ON THE SOUTHEAST SIDE OF THE BRIDGE, 57 FEET SOUTH OF THE
 HU1274'STOP AND GO LIGHT POST, 11 FEET SOUTHWEST OF THE CENTERLINE OF
 HU1274'THE BRIDGE AND 1 FOOT NORTHEAST OF THE SOUTHWEST RAILING ON THE
 HU1274'BRIDGE.  THE DISK IS STAMPED MIDDLE NO 1 1962.
 HU1274'
 HU1274'REFERENCE MARK 2 IS SET FLUSH IN A DRILL HOLE IN THE CONCRETE
 HU1274'CURB ON THE SOUTHEAST SIDE OF THE BRIDGE, 43 FEET SOUTH OF THE
 HU1274'SOUTHEAST END OF THE TOLL BOOTH, 26 FEET SOUTHWEST OF THE METAL
 HU1274'STOP AND GO LIGHT POST, AND 12 FEET SOUTHWEST OF THE CENTERLINE
 HU1274'OF THE BRIDGE.  THE DISK IS STAMPED MIDDLE NO 2 1962.
 HU1274'
 HU1274'THE AZIMUTH MARK IS 40 FEET SOUTHEAST OF THE CENTERLINE OF A
 HU1274'T-ROAD, 37 FEET NORTH OF A WIRE FENCE, 24 FEET SOUTH OF THE
 HU1274'CENTERLINE OF STATE ROUTE 585 AND 2 FEET WEST OF A POWER POLE AND
 HU1274'WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 HU1274'STAMPED MIDDLE 1962.
 HU1274'
 HU1274'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON
 HU1274'COUNTY ROAD 585 FOR 0.6 MILE TO THE MARK ON THE RIGHT JUST
 HU1274'BEFORE REACHING A SIDE ROAD LEFT.
 HU1274'
 HU1274'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HU1274
 HU1274                          STATION RECOVERY (1962)
 HU1274
 HU1274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HU1274'RECOVERED IN GOOD CONDITION.
 HU1274
 HU1274                          STATION RECOVERY (1970)
 HU1274
 HU1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1274'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE
 HU1274'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 HU1274'ADEQUATE WITH THE FOLLOWING ADDITION--THE DIRECTION TO CAPE MAY
 HU1274'REFERS TO CAPE MAY COAST GUARD WATER TANK, 1952.
 HU1274'
 HU1274'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1274'3 MILES NE CAPE MAY.
 HU1274
 HU1274                          STATION RECOVERY (1975)
 HU1274
 HU1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 HU1274'ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION AS
 HU1274'THEY ARE DESCRIBED IN THE 1962 DESCRIPTION.
 HU1274
 HU1274                          STATION RECOVERY (1990)
 HU1274
 HU1274'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 HU1274'THE STATION IS LOCATED IN LOWER TOWNSHIP, ON THE NORTHEAST SIDE OF THE
 HU1274'OCEAN DRIVE TOLL BRIDGE OVER MIDDLE THOROFARE, PART OF THE ATLANTIC
 HU1274'INTRACOASTAL WATERWAY. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 HU1274'HIGHWAY 9, STATE ROUTE 109 AND COUNTY ROAD 621, OCEAN DRIVE, JUST
 HU1274'SOUTH OF THE END OF THE GARDEN STATE PARKWAY, GO 1.75 MI (2.82 KM)
 HU1274'EAST ON OCEAN DRIVE TO THE TOLL BRIDGE AND THE STATION ON THE LEFT.
 HU1274'SET FLUSH IN THE CURB, THE STATION IS 42 FT (12.8 M) SOUTHEAST OF THE
 HU1274'SOUTHEAST END OF A TOLL BOOTH, 13 FT (4.0 M) NORTHEAST OF THE BRIDGE
 HU1274'ROADWAY CENTERLINE, AND 4 FT (1.2 M) SOUTHEAST OF A STOP LIGHT POST.
 HU1274
 HU1274                          STATION RECOVERY (1993)
 HU1274
 HU1274'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 HU1274'RECOVERED IN GOOD CONDITION.
 HU1274
 HU1274                          STATION RECOVERY (1995)
 HU1274
 HU1274'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 HU1274'THE STATION IS LOCATED IN LOWER TOWNSHIP, ON THE NORTHEAST SIDE OF THE
 HU1274'OCEAN DRIVE, COUNTY ROAD 621 TOLL BRIDGE SPANNING THE MIDDLE THOROFARE
 HU1274'WHICH IS PART OF THE INTERCOASTAL WATERWAY.  TO REACH THE STATION FROM
 HU1274'THE JUNCTION OF STATE ROUTE 109 AND COUNTY ROAD 621, JUST SOUTH OF THE
 HU1274'TERMINUS OF THE GARDEN STATE PARKWAY, GO 1.75 MI (2.82 KM) EAST ON
 HU1274'OCEAN DRIVE TO THE TOLL BRIDGE AND THE STATION ON THE LEFT.  THE
 HU1274'STATION IS SET FLUSH IN A DRILL HOLE IN THE SIDEWALK IN THE PEDESTRIAN
 HU1274'WALKWAY ALCOVE ON THE NORTHEAST SIDE OF THE BRIDGE.  THE STATION IS
 HU1274'16.2 M (53.1 FT) NORTHWEST OF REFERENCE MARK 1, 7.6 M (24.9 FT) NORTH
 HU1274'OF REFERENCE MARK 2, 4 FT (1.2 M) SOUTHEAST OF A DROP GATE, 13 FT (4.0
 HU1274'M) NORTHEAST OF THE CENTERLINE OF THE ROADWAY.
 HU1274
 HU1274                          STATION RECOVERY (1998)
 HU1274
 HU1274'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 HU1274'RECOVERED AS DESCRIBED.
 HU1274
 HU1274                          STATION RECOVERY (2005)
 HU1274
 HU1274'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 HU1274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2874 ***********************************************************************
 JU2874  DESIGNATION -  MIDDLE
 JU2874  PID         -  JU2874
 JU2874  STATE/COUNTY-  NJ/ATLANTIC
 JU2874  USGS QUAD   -  MARMORA (1994)
 JU2874
 JU2874                         *CURRENT SURVEY CONTROL
 JU2874  ___________________________________________________________________
 JU2874* NAD 83(1996)-  39 19 17.94401(N)    074 42 31.32154(W)     ADJUSTED  
 JU2874* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2874  ___________________________________________________________________
 JU2874  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 JU2874  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 JU2874
 JU2874  HORZ ORDER  -  THIRD
 JU2874
 JU2874.The horizontal coordinates were established by classical geodetic methods
 JU2874.and adjusted by the National Geodetic Survey in September 1999..
 JU2874
 JU2874.The orthometric height was scaled from a topographic map.
 JU2874
 JU2874.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2874
 JU2874.The geoid height was determined by GEOID03.
 JU2874
 JU2874;                    North         East     Units Scale Factor Converg.
 JU2874;SPC NJ       -    54,226.903   132,004.964   MT  0.99990399   -0 07 56.1
 JU2874;SPC NJ       -   177,909.43    433,086.29   sFT  0.99990399   -0 07 56.1
 JU2874;UTM  18      - 4,352,511.988   525,109.559   MT  0.99960776   +0 11 04.5
 JU2874
 JU2874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2874!SPC NJ       -   1.00000528  x   0.99990399  =   0.99990927
 JU2874!UTM  18      -   1.00000528  x   0.99960776  =   0.99961304
 JU2874
 JU2874:                Primary Azimuth Mark                     Grid Az
 JU2874:SPC NJ       -  ELECTRIC EAST                            081 23 42.2
 JU2874:UTM  18      -  ELECTRIC EAST                            081 04 41.6
 JU2874
 JU2874|---------------------------------------------------------------------|
 JU2874| PID    Reference Object                     Distance      Geod. Az  |
 JU2874|                                                           dddmmss.s |
 JU2874| JU2878 ELECTRIC EAST                       APPROX. 2.6 KM 0811546.1 |
 JU2874| CB2280 MIDDLE RM 2                          34.493 METERS 20932     |
 JU2874| CB2279 MIDDLE RM 1                          17.997 METERS 20932     |
 JU2874|---------------------------------------------------------------------|
 JU2874
 JU2874                          SUPERSEDED SURVEY CONTROL
 JU2874
 JU2874  NAD 83(1986)-  39 19 17.93079(N)    074 42 31.32330(W) AD(       ) 3
 JU2874  NAD 27      -  39 19 17.51500(N)    074 42 32.74500(W) AD(       ) 3
 JU2874
 JU2874.Superseded values are not recommended for survey control.
 JU2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2874.See file dsdata.txt to determine how the superseded data were derived.
 JU2874
 JU2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2511052512(NAD 83)
 JU2874_MARKER: DS = TRIANGULATION STATION DISK
 JU2874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2874
 JU2874  HISTORY     - Date     Condition        Report By
 JU2874  HISTORY     - 1935     MONUMENTED       CGS
 JU2874  HISTORY     - 1937     GOOD             CGS
 JU2874  HISTORY     - 1950     GOOD             CGS
 JU2874  HISTORY     - 1983     MARK NOT FOUND   USGS
 JU2874
 JU2874                          STATION DESCRIPTION
 JU2874
 JU2874'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2874'THIS INTERSECTION STATION IS LOCATED ON A POINT OF HARD MARSH
 JU2874'GROUND ON THE S SIDE OF CREEK LEADING TO THE WESTWARD FROM GREAT
 JU2874'EGG BAY.
 JU2874'
 JU2874'STATION CAN BE REACHED BY BOAT ONLY.
 JU2874'
 JU2874'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2874'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A, EXCEPT MONUMENTS
 JU2874'WERE PLACED ON 2 X 4 PILES DRIVEN INTO THE MARSH.  ALL DISKS
 JU2874'STAMPED MIDDLE, 1935.  REFERENCE MARKS STAMPED 1 AND 2
 JU2874'RESPECTIVELY.  ALL MARKS ARE IN LINE.
 JU2874'
 JU2874'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 JU2874
 JU2874                          STATION RECOVERY (1937)
 JU2874
 JU2874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2874'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 JU2874'CONDITION.  THE STATION CAN BE REACHED BY BOAT ONLY, AS
 JU2874'FOLLOWS--FROM THE GREAT EGG HARBOR BAY ENTER THE MIDDLE RIVER, RUN
 JU2874'1.0 NAUTICAL MILE TO THE OVERHEAD CABLE CROSSING, THEN 0.6
 JU2874'NATICAL MILE PASS CREEK MOUTH TO NORTHWARD, THEN 0.1 NAUTICAL
 JU2874'MILE PASS A SECOND CREEK MOUTH TO NORTHWARD, THEN 0.6 NAUTICAL
 JU2874'MILE TO A POINT TO SOUTHWARD , RUN UP CREEK TO NORTHWARD FOR A
 JU2874'DISTANCE OF 0.8 NAUTICAL MILE TO A POINT AT WHICH THE CREEK
 JU2874'SWINGS FROM A NORTHERLY TO A SOUTHERLY DIRECTION.  THE
 JU2874'STATION IS LOCATED ON THIS POINT.  IT IS 13.1 METERS S OF THE
 JU2874'POINT, 9.6 METERS W OF THE EDGE OF THE MARSH, AND 11.3
 JU2874'METERS E OF THE EDGE OF THE MARSH.  THE STATION AND THE
 JU2874'TWO REFERENCE MARKS ARE ON A LINE WHICH EXTENDS
 JU2874'SOUTH-SOUTH-WESTWARD FROM THE STATION.
 JU2874
 JU2874                          STATION RECOVERY (1950)
 JU2874
 JU2874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2874'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU2874'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 JU2874'AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 JU2874'AND CORRECT.
 JU2874
 JU2874                          STATION RECOVERY (1983)
 JU2874
 JU2874'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JU2874'RM 2 DEST DISK RECOVERED.
 JU2874'
 JU2874'RM 1 STA DISK NOT RECOVERED BROKEN CONCRETE AT STA LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4444 ***********************************************************************
 JU4444  DESIGNATION -  MIDDLE 1
 JU4444  PID         -  JU4444
 JU4444  STATE/COUNTY-  NJ/CAPE MAY
 JU4444  USGS QUAD   -  STONE HARBOR (1972)
 JU4444
 JU4444                         *CURRENT SURVEY CONTROL
 JU4444  ___________________________________________________________________
 JU4444* NAD 83(1996)-  39 02 13.67101(N)    074 50 55.98578(W)     ADJUSTED  
 JU4444* NAVD 88     -         4.055  (meters)      13.30   (feet)  ADJUSTED  
 JU4444  ___________________________________________________________________
 JU4444  X           -   1,296,559.047 (meters)                     COMP
 JU4444  Y           -  -4,788,272.971 (meters)                     COMP
 JU4444  Z           -   3,995,500.026 (meters)                     COMP
 JU4444  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 JU4444  ELLIP HEIGHT-         -31.18  (meters)          (10/23/02) GPS OBS
 JU4444  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 JU4444  DYNAMIC HT  -           4.053 (meters)      13.30  (feet)  COMP
 JU4444  MODELED GRAV-     980,059.6   (mgal)                       NAVD 88
 JU4444
 JU4444  HORZ ORDER  -  FIRST
 JU4444  VERT ORDER  -  FIRST     CLASS II
 JU4444  ELLP ORDER  -  FOURTH    CLASS I
 JU4444
 JU4444.The horizontal coordinates were established by GPS observations
 JU4444.and adjusted by the National Geodetic Survey in May 1999..
 JU4444
 JU4444.The orthometric height was determined by differential leveling
 JU4444.and adjusted by the National Geodetic Survey in March 2001..
 JU4444.No vertical observational check was made to the station.
 JU4444
 JU4444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4444
 JU4444.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4444
 JU4444.The ellipsoidal height was determined by GPS observations
 JU4444.and is referenced to NAD 83.
 JU4444
 JU4444.The geoid height was determined by GEOID03.
 JU4444
 JU4444.The dynamic height is computed by dividing the NAVD 88
 JU4444.geopotential number by the normal gravity value computed on the
 JU4444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4444.degrees latitude (g = 980.6199 gals.).
 JU4444
 JU4444.The modeled gravity was interpolated from observed gravity values.
 JU4444
 JU4444;                    North         East     Units Scale Factor Converg.
 JU4444;SPC NJ       -    22,680.082   119,796.136   MT  0.99991123   -0 13 11.1
 JU4444;SPC NJ       -    74,409.57    393,031.16   sFT  0.99991123   -0 13 11.1
 JU4444;UTM  18      - 4,320,907.908   513,078.479   MT  0.99960211   +0 05 42.6
 JU4444
 JU4444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4444!SPC NJ       -   1.00000489  x   0.99991123  =   0.99991612
 JU4444!UTM  18      -   1.00000489  x   0.99960211  =   0.99960700
 JU4444
 JU4444:                Primary Azimuth Mark                     Grid Az
 JU4444:SPC NJ       -  MIDDLE 2                                 019 26 25.5
 JU4444:UTM  18      -  MIDDLE 2                                 019 07 31.8
 JU4444
 JU4444|---------------------------------------------------------------------|
 JU4444| PID    Reference Object                     Distance      Geod. Az  |
 JU4444|                                                           dddmmss.s |
 JU4444| JU4445 MIDDLE 2                            APPROX. 0.7 KM 0191314.4 |
 JU4444|---------------------------------------------------------------------|
 JU4444
 JU4444                          SUPERSEDED SURVEY CONTROL
 JU4444
 JU4444  ELLIP H (05/14/99)  -31.20   (m)                       GP(       ) 4 1
 JU4444  NAD 83(1992)-  39 02 13.67045(N)    074 50 55.98526(W) AD(       ) 1
 JU4444  ELLIP H (04/25/94)  -31.28   (m)                       GP(       ) 3 1
 JU4444
 JU4444.Superseded values are not recommended for survey control.
 JU4444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4444.See file dsdata.txt to determine how the superseded data were derived.
 JU4444
 JU4444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1307820908(NAD 83)
 JU4444_MARKER: DD = SURVEY DISK
 JU4444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4444_SP_SET: CONCRETE POST
 JU4444_STAMPING: MIDDLE 1 1991
 JU4444_MARK LOGO: NJHA  
 JU4444_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4444+STABILITY: SURFACE MOTION
 JU4444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4444+SATELLITE: SATELLITE OBSERVATIONS - September 05, 1997
 JU4444
 JU4444  HISTORY     - Date     Condition        Report By
 JU4444  HISTORY     - 1991     MONUMENTED       NJHA
 JU4444  HISTORY     - 19930623 GOOD
 JU4444  HISTORY     - 19970905 GOOD             NJGS
 JU4444
 JU4444                          STATION DESCRIPTION
 JU4444
 JU4444'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 JU4444'THE STATION IS LOCATED IN THE TOWNSHIP OF MIDDLE ON THE WEST SIDE OF
 JU4444'THE GARDEN STATE PARKWAY SOUTHBOUND LANES AT ABOUT MILEPOINT 6.10.
 JU4444'THE STATION, FLUSH WITH THE GROUND, IS 51.9 FT (15.8 M) WEST
 JU4444'NORTHWEST FROM, AND NORMAL TO, THE SOLID WHITE LINE AT THE WEST EDGE
 JU4444'OF THE SOUTHBOUND LANES AND 177.5 FT (54.1 M) SOUTH FROM A GRAVE
 JU4444'MARKER BEARING THE NAME NOAH CHERRY.
 JU4444
 JU4444                          STATION RECOVERY (1993)
 JU4444
 JU4444'RECOVERED 1993
 JU4444'RECOVERED IN GOOD CONDITION.
 JU4444
 JU4444                          STATION RECOVERY (1997)
 JU4444
 JU4444'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (FAC)
 JU4444'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  THE STATION IS
 JU4444'19.9 M (65.3 FT) NORTH FROM MILEPOST MARKER 6.1 AT WEST EDGE OF
 JU4444'SOUTHBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4445 ***********************************************************************
 JU4445  DESIGNATION -  MIDDLE 2
 JU4445  PID         -  JU4445
 JU4445  STATE/COUNTY-  NJ/CAPE MAY
 JU4445  USGS QUAD   -  STONE HARBOR (1972)
 JU4445
 JU4445                         *CURRENT SURVEY CONTROL
 JU4445  ___________________________________________________________________
 JU4445* NAD 83(1996)-  39 02 35.55155(N)    074 50 46.20351(W)     ADJUSTED  
 JU4445* NAVD 88     -        10.672  (meters)      35.01   (feet)  ADJUSTED  
 JU4445  ___________________________________________________________________
 JU4445  X           -   1,296,676.369 (meters)                     COMP
 JU4445  Y           -  -4,787,806.187 (meters)                     COMP
 JU4445  Z           -   3,996,028.248 (meters)                     COMP
 JU4445  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 JU4445  ELLIP HEIGHT-         -24.60  (meters)          (10/23/02) GPS OBS
 JU4445  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 JU4445  DYNAMIC HT  -          10.666 (meters)      34.99  (feet)  COMP
 JU4445  MODELED GRAV-     980,060.4   (mgal)                       NAVD 88
 JU4445
 JU4445  HORZ ORDER  -  FIRST
 JU4445  VERT ORDER  -  FIRST     CLASS II
 JU4445  ELLP ORDER  -  FOURTH    CLASS I
 JU4445
 JU4445.The horizontal coordinates were established by GPS observations
 JU4445.and adjusted by the National Geodetic Survey in May 1999..
 JU4445
 JU4445.The orthometric height was determined by differential leveling
 JU4445.and adjusted by the National Geodetic Survey in March 2001..
 JU4445.No vertical observational check was made to the station.
 JU4445
 JU4445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4445
 JU4445.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4445
 JU4445.The ellipsoidal height was determined by GPS observations
 JU4445.and is referenced to NAD 83.
 JU4445
 JU4445.The geoid height was determined by GEOID03.
 JU4445
 JU4445.The dynamic height is computed by dividing the NAVD 88
 JU4445.geopotential number by the normal gravity value computed on the
 JU4445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4445.degrees latitude (g = 980.6199 gals.).
 JU4445
 JU4445.The modeled gravity was interpolated from observed gravity values.
 JU4445
 JU4445;                    North         East     Units Scale Factor Converg.
 JU4445;SPC NJ       -    23,353.867   120,033.948   MT  0.99991105   -0 13 05.0
 JU4445;SPC NJ       -    76,620.15    393,811.38   sFT  0.99991105   -0 13 05.0
 JU4445;UTM  18      - 4,321,582.781   513,312.511   MT  0.99960218   +0 05 48.8
 JU4445
 JU4445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4445!SPC NJ       -   1.00000386  x   0.99991105  =   0.99991491
 JU4445!UTM  18      -   1.00000386  x   0.99960218  =   0.99960604
 JU4445
 JU4445:                Primary Azimuth Mark                     Grid Az
 JU4445:SPC NJ       -  MIDDLE 1                                 199 26 25.5
 JU4445:UTM  18      -  MIDDLE 1                                 199 07 31.7
 JU4445
 JU4445|---------------------------------------------------------------------|
 JU4445| PID    Reference Object                     Distance      Geod. Az  |
 JU4445|                                                           dddmmss.s |
 JU4445| JU4444 MIDDLE 1                            APPROX. 0.7 KM 1991320.5 |
 JU4445|---------------------------------------------------------------------|
 JU4445
 JU4445                          SUPERSEDED SURVEY CONTROL
 JU4445
 JU4445  ELLIP H (05/14/99)  -24.61   (m)                       GP(       ) 4 1
 JU4445  NAD 83(1992)-  39 02 35.55100(N)    074 50 46.20299(W) AD(       ) 1
 JU4445  ELLIP H (04/25/94)  -24.70   (m)                       GP(       ) 3 1
 JU4445
 JU4445.Superseded values are not recommended for survey control.
 JU4445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4445.See file dsdata.txt to determine how the superseded data were derived.
 JU4445
 JU4445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1331321583(NAD 83)
 JU4445_MARKER: DD = SURVEY DISK
 JU4445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4445_SP_SET: CONCRETE POST
 JU4445_STAMPING: MIDDLE 2 1991
 JU4445_MARK LOGO: NJHA  
 JU4445_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4445+STABILITY: SURFACE MOTION
 JU4445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4445+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 JU4445
 JU4445  HISTORY     - Date     Condition        Report By
 JU4445  HISTORY     - 1991     MONUMENTED       NJHA
 JU4445  HISTORY     - 19930623 GOOD
 JU4445  HISTORY     - 19970905 GOOD             NJGS
 JU4445  HISTORY     - 20050601 GOOD             INDIV
 JU4445
 JU4445                          STATION DESCRIPTION
 JU4445
 JU4445'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 JU4445'THE STATION IS LOCATED IN THE TOWNSHIP OF MIDDLE IN THE GRASS MEDIAN
 JU4445'BETWEEN THE NORTHBOUND AND SOUTHBOUND ROADWAYS OF THE GARDEN STATE
 JU4445'PARKWAY JUST SOUTH OF THE BRIDGE OVER NORTH WILDWOOD BOULEVARD, ROUTE
 JU4445'147, AT INTERCHANGE 6, AT ABOUT MILEPOINT 6.55 SOUTHBOUND.  THE
 JU4445'STATION, FLUSH WITH THE GROUND IS 33.9 FT (10.3 M) EAST SOUTHEAST
 JU4445'FROM THE SOLID YELLOW LINE AT THE EASTERLY EDGE OF THE SOUTHBOUND
 JU4445'LANES, 30.9 FT (9.4 M) WEST SOUTHWEST FROM THE BACK OF GUIDE RAIL AT
 JU4445'THE WEST EDGE OF THE NORTHBOUND ROADWAY, 23.9 FT (7.3 M) SOUTHWEST
 JU4445'FROM, AND NORMAL TO, THE SOUTHERLY FACE OF THE SOUTHERLY RETAINING
 JU4445'WALL AT NORTH WILDWOOD BOULEVARD, IN THE MEDIAN OF THE GARDEN STATE
 JU4445'PARKWAY.
 JU4445
 JU4445                          STATION RECOVERY (1993)
 JU4445
 JU4445'RECOVERED 1993
 JU4445'RECOVERED IN GOOD CONDITION.
 JU4445
 JU4445                          STATION RECOVERY (1997)
 JU4445
 JU4445'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (FAC)
 JU4445'RECOVERED AS DESCRIBED.
 JU4445
 JU4445                          STATION RECOVERY (2005)
 JU4445
 JU4445'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (GE)
 JU4445'RECOVERED AS DESCRIBED,GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4446 ***********************************************************************
 JU4446  DESIGNATION -  MIDDLE 3
 JU4446  PID         -  JU4446
 JU4446  STATE/COUNTY-  NJ/CAPE MAY
 JU4446  USGS QUAD   -  STONE HARBOR (1972)
 JU4446
 JU4446                         *CURRENT SURVEY CONTROL
 JU4446  ___________________________________________________________________
 JU4446* NAD 83(1996)-  39 07 20.00238(N)    074 46 39.31253(W)     ADJUSTED  
 JU4446* NAVD 88     -         3.2    (meters)      10.     (feet)  GPS OBS   
 JU4446  ___________________________________________________________________
 JU4446  X           -   1,300,952.733 (meters)                     COMP
 JU4446  Y           -  -4,780,909.087 (meters)                     COMP
 JU4446  Z           -   4,002,832.691 (meters)                     COMP
 JU4446  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 JU4446  ELLIP HEIGHT-         -31.91  (meters)          (10/23/02) GPS OBS
 JU4446  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 JU4446
 JU4446  HORZ ORDER  -  FIRST
 JU4446  ELLP ORDER  -  FOURTH    CLASS I
 JU4446
 JU4446.The horizontal coordinates were established by GPS observations
 JU4446.and adjusted by the National Geodetic Survey in May 1999..
 JU4446
 JU4446.The orthometric height was determined by GPS observations and a
 JU4446.high-resolution geoid model.
 JU4446
 JU4446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4446
 JU4446.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4446
 JU4446.The ellipsoidal height was determined by GPS observations
 JU4446.and is referenced to NAD 83.
 JU4446
 JU4446.The geoid height was determined by GEOID03.
 JU4446
 JU4446;                    North         East     Units Scale Factor Converg.
 JU4446;SPC NJ       -    32,104.570   125,997.458   MT  0.99990709   -0 10 30.5
 JU4446;SPC NJ       -   105,329.74    413,376.66   sFT  0.99990709   -0 10 30.5
 JU4446;UTM  18      - 4,330,363.476   519,225.980   MT  0.99960455   +0 08 25.2
 JU4446
 JU4446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4446!SPC NJ       -   1.00000501  x   0.99990709  =   0.99991210
 JU4446!UTM  18      -   1.00000501  x   0.99960455  =   0.99960955
 JU4446
 JU4446:                Primary Azimuth Mark                     Grid Az
 JU4446:SPC NJ       -  MIDDLE 4                                 047 19 05.7
 JU4446:UTM  18      -  MIDDLE 4                                 047 00 10.0
 JU4446
 JU4446|---------------------------------------------------------------------|
 JU4446| PID    Reference Object                     Distance      Geod. Az  |
 JU4446|                                                           dddmmss.s |
 JU4446| JU4447 MIDDLE 4                            APPROX. 0.5 KM 0470835.2 |
 JU4446|---------------------------------------------------------------------|
 JU4446
 JU4446                          SUPERSEDED SURVEY CONTROL
 JU4446
 JU4446  ELLIP H (05/14/99)  -31.93   (m)                       GP(       ) 4 1
 JU4446  NAD 83(1992)-  39 07 20.00196(N)    074 46 39.31210(W) AD(       ) 1
 JU4446  ELLIP H (04/25/94)  -32.04   (m)                       GP(       ) 3 1
 JU4446
 JU4446.Superseded values are not recommended for survey control.
 JU4446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4446.See file dsdata.txt to determine how the superseded data were derived.
 JU4446
 JU4446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1922630363(NAD 83)
 JU4446_MARKER: DD = SURVEY DISK
 JU4446_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU4446_SP_SET: CULVERT HEADWALL
 JU4446_STAMPING: MIDDLE 3 1991
 JU4446_MARK LOGO: NJHA  
 JU4446_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4446+STABILITY: SURFACE MOTION
 JU4446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4446+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1994
 JU4446
 JU4446  HISTORY     - Date     Condition        Report By
 JU4446  HISTORY     - 1991     MONUMENTED       NJHA
 JU4446  HISTORY     - 19930611 GOOD
 JU4446  HISTORY     - 19940830 GOOD             NJGS
 JU4446
 JU4446                          STATION DESCRIPTION
 JU4446
 JU4446'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 JU4446'THE STATION IS LOCATED IN THE TOWNSHIP OF MIDDLE ON THE WEST SIDE OF
 JU4446'THE GARDEN STATE PARKWAY SOUTHBOUND LANES AT ABOUT MILEPOINT 13.22 ON
 JU4446'THE TOP OF A CULVERT HEADWALL.  THE STATION, SET FLUSH IN THE TOP OF
 JU4446'THE HEADWALL, IS 32.4 FT (9.9 M) NORTHWEST FROM THE SOLID WHITE LINE
 JU4446'AT THE WEST EDGE OF THE SOUTHBOUND LANES, 11.3 FT (3.4 M) NORTHWEST
 JU4446'FROM THE BACK OF GUIDE RAIL AT THE WEST SIDE OF THE SOUTHBOUND LANES
 JU4446'AND 24.0 FT (7.3 M) NORTH NORTHEAST FROM THE SOUTH END OF THE GUIDE
 JU4446'RAIL.
 JU4446
 JU4446                          STATION RECOVERY (1993)
 JU4446
 JU4446'RECOVERED 1993
 JU4446'RECOVERED IN GOOD CONDITION.
 JU4446
 JU4446                          STATION RECOVERY (1994)
 JU4446
 JU4446'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU4446'THE STATION IS LOCATED IN THE MIDDLE TOWNSHIP, ON THE WEST SIDE OF THE
 JU4446'GARDEN STATE PARKWAY SOUTHBOUND LANES AT ABOUT MILEPOINT 13.22.  THE
 JU4446'STATION IS 32.4 FT (9.9 M) NORTHWEST FROM THE SOLID WHITE LINE AT THE
 JU4446'WEST EDGE OF THE SOUTHBOUND LANES, 11.3 FT (3.4 M) NORTHWEST FROM THE
 JU4446'BACK OF GUIDE RAIL AT THE WEST SIDE OF THE SOUTHBOUND LANES AND 24.0
 JU4446'FT (7.3 M) NORTH NORTHEAST FROM THE SOUTH END OF THE GUIDE RAIL.  THE
 JU4446'STATION IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE CULVERT
 JU4446'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4447 ***********************************************************************
 JU4447  DESIGNATION -  MIDDLE 4
 JU4447  PID         -  JU4447
 JU4447  STATE/COUNTY-  NJ/CAPE MAY
 JU4447  USGS QUAD   -  WOODBINE (1972)
 JU4447
 JU4447                         *CURRENT SURVEY CONTROL
 JU4447  ___________________________________________________________________
 JU4447* NAD 83(1996)-  39 07 31.58392(N)    074 46 23.28715(W)     ADJUSTED  
 JU4447* NAVD 88     -         1.046  (meters)       3.43   (feet)  ADJUSTED  
 JU4447  ___________________________________________________________________
 JU4447  X           -   1,301,264.556 (meters)                     COMP
 JU4447  Y           -  -4,780,588.974 (meters)                     COMP
 JU4447  Z           -   4,003,108.439 (meters)                     COMP
 JU4447  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 JU4447  ELLIP HEIGHT-         -34.01  (meters)          (10/23/02) GPS OBS
 JU4447  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 JU4447  DYNAMIC HT  -           1.046 (meters)       3.43  (feet)  COMP
 JU4447  MODELED GRAV-     980,071.5   (mgal)                       NAVD 88
 JU4447
 JU4447  HORZ ORDER  -  FIRST
 JU4447  VERT ORDER  -  FIRST     CLASS II
 JU4447  ELLP ORDER  -  FOURTH    CLASS I
 JU4447
 JU4447.The horizontal coordinates were established by GPS observations
 JU4447.and adjusted by the National Geodetic Survey in May 1999..
 JU4447
 JU4447.The orthometric height was determined by differential leveling
 JU4447.and adjusted by the National Geodetic Survey in March 2001..
 JU4447
 JU4447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4447
 JU4447.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4447
 JU4447.The ellipsoidal height was determined by GPS observations
 JU4447.and is referenced to NAD 83.
 JU4447
 JU4447.The geoid height was determined by GEOID03.
 JU4447
 JU4447.The dynamic height is computed by dividing the NAVD 88
 JU4447.geopotential number by the normal gravity value computed on the
 JU4447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4447.degrees latitude (g = 980.6199 gals.).
 JU4447
 JU4447.The modeled gravity was interpolated from observed gravity values.
 JU4447
 JU4447;                    North         East     Units Scale Factor Converg.
 JU4447;SPC NJ       -    32,460.523   126,383.448   MT  0.99990687   -0 10 20.5
 JU4447;SPC NJ       -   106,497.57    414,643.03   sFT  0.99990687   -0 10 20.5
 JU4447;UTM  18      - 4,330,721.441   519,609.887   MT  0.99960473   +0 08 35.4
 JU4447
 JU4447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4447!SPC NJ       -   1.00000534  x   0.99990687  =   0.99991221
 JU4447!UTM  18      -   1.00000534  x   0.99960473  =   0.99961006
 JU4447
 JU4447|---------------------------------------------------------------------|
 JU4447| PID    Reference Object                     Distance      Geod. Az  |
 JU4447|                                                           dddmmss.s |
 JU4447| JU2339 STITES                              180.350 METERS 09249     |
 JU4447| JU4446 MIDDLE 3                            APPROX. 0.5 KM 2270845.3 |
 JU4447|---------------------------------------------------------------------|
 JU4447
 JU4447                          SUPERSEDED SURVEY CONTROL
 JU4447
 JU4447  ELLIP H (05/14/99)  -34.03   (m)                       GP(       ) 4 1
 JU4447  NAD 83(1992)-  39 07 31.58346(N)    074 46 23.28660(W) AD(       ) 1
 JU4447  ELLIP H (04/25/94)  -34.14   (m)                       GP(       ) 3 1
 JU4447
 JU4447.Superseded values are not recommended for survey control.
 JU4447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4447.See file dsdata.txt to determine how the superseded data were derived.
 JU4447
 JU4447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1961030721(NAD 83)
 JU4447_MARKER: DD = SURVEY DISK
 JU4447_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU4447_SP_SET: CULVERT HEADWALL
 JU4447_STAMPING: MIDDLE 4 1991
 JU4447_MARK LOGO: NJHA  
 JU4447_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4447+STABILITY: SURFACE MOTION
 JU4447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4447+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1998
 JU4447
 JU4447  HISTORY     - Date     Condition        Report By
 JU4447  HISTORY     - 1991     MONUMENTED       NJHA
 JU4447  HISTORY     - 19930623 GOOD
 JU4447  HISTORY     - 19940830 GOOD             NJGS
 JU4447  HISTORY     - 19980511 GOOD             NJGS
 JU4447
 JU4447                          STATION DESCRIPTION
 JU4447
 JU4447'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 JU4447'THE STATION IS LOCATED IN THE TOWNSHIP OF MIDDLE ON THE WEST SIDE OF A
 JU4447'RAMP FROM AVALON BOULEVARD THAT RUNS ALONG THE MEDIAN BETWEEN THE
 JU4447'NORTHBOUND AND SOUTHBOUND GARDEN STATE PARKWAY AND CONNECTS TO THE
 JU4447'SOUTHBOUND LANES AT INTERCHANGE 13.  TO REACH THE STATION TAKE THE
 JU4447'SOUTHBOUND GARDEN STATE PARKWAY ENTRANCE RAMP FROM AVALON BOULEVARD
 JU4447'AT INTERCHANGE 13, GO 0.07 MI (0.11 KM) SOUTH ON THE RAMP TO THE
 JU4447'STATION ON THE RIGHT, SET FLUSH ON THE TOP OF A CULVERT HEADWALL. THE
 JU4447'STATION IS 26.3 FT (8.0 M) NORTH NORTHWEST FROM, AND NORMAL TO, THE
 JU4447'SOLID WHITE LINE AT THE WESTERLY EDGE OF THE RAMP AND 57.6 FT
 JU4447'(17.6 M) WEST NORTHWEST FROM A NO LITTER SIGN POST AT THE EASTERLY
 JU4447'SIDE OF THE RAMP.
 JU4447
 JU4447                          STATION RECOVERY (1993)
 JU4447
 JU4447'RECOVERED 1993
 JU4447'RECOVERED IN GOOD CONDITION.
 JU4447
 JU4447                          STATION RECOVERY (1994)
 JU4447
 JU4447'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU4447'THE STATION IS LOCATED IN MIDDLE TOWNSHIP, ON THE WEST SIDE OF A RAMP
 JU4447'LEADING FROM AVALON BOULEVARD, COUNTY ROAD 601, TO THE SOUTHBOUND
 JU4447'LANES OF THE GARDEN STATE PARKWAY AT INTERCHANGE 13.  TO REACH THE
 JU4447'STATION FROM THE JUNCTION OF THE RAMP LEADING TO THE SOUTHBOUND LANES
 JU4447'OF THE GARDEN STATE PARKWAY AND AVALON BOULEVARD, GO 0.05 MI (0.08 KM)
 JU4447'SOUTH ON THE RAMP TO THE STATION ON THE RIGHT, SET FLUSH ON THE TOP OF
 JU4447'A CULVERT HEADWALL. THE STATION IS 26.3 FT (8.0 M) NORTH NORTHWEST
 JU4447'FROM, AND NORMAL TO, THE SOLID WHITE LINE AT THE WESTERLY EDGE OF THE
 JU4447'RAMP AND 57.6 FT (17.6 M) WEST NORTHWEST FROM A NO LITTER SIGN POST AT
 JU4447'THE EASTERLY SIDE OF THE RAMP.
 JU4447
 JU4447                          STATION RECOVERY (1998)
 JU4447
 JU4447'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU4447'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6650 ***********************************************************************
 AB6650  DESIGNATION -  MIDDLE AZ MK
 AB6650  PID         -  AB6650
 AB6650  STATE/COUNTY-  NJ/CAPE MAY
 AB6650  USGS QUAD   -  WILDWOOD (1972)
 AB6650
 AB6650                         *CURRENT SURVEY CONTROL
 AB6650  ___________________________________________________________________
 AB6650* NAD 83(1986)-  38 57 23.     (N)    074 51 43.     (W)     SCALED    
 AB6650* NAVD 88     -         1.599  (meters)       5.25   (feet)  ADJUSTED  
 AB6650  ___________________________________________________________________
 AB6650  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 AB6650  DYNAMIC HT  -           1.598 (meters)       5.24  (feet)  COMP
 AB6650  MODELED GRAV-     980,048.9   (mgal)                       NAVD 88
 AB6650
 AB6650  VERT ORDER  -  FIRST     CLASS II
 AB6650
 AB6650.The horizontal coordinates were scaled from a topographic map and have
 AB6650.an estimated accuracy of +/- 6 seconds.
 AB6650
 AB6650.The orthometric height was determined by differential leveling
 AB6650.and adjusted by the National Geodetic Survey in March 2001..
 AB6650
 AB6650.The geoid height was determined by GEOID03.
 AB6650
 AB6650.The dynamic height is computed by dividing the NAVD 88
 AB6650.geopotential number by the normal gravity value computed on the
 AB6650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6650.degrees latitude (g = 980.6199 gals.).
 AB6650
 AB6650.The modeled gravity was interpolated from observed gravity values.
 AB6650
 AB6650;                    North         East    Units  Estimated Accuracy
 AB6650;SPC NJ       -    13,720.      118,630.      MT  (+/- 180 meters Scaled)
 AB6650
 AB6650                          SUPERSEDED SURVEY CONTROL
 AB6650
 AB6650  NAVD 88 (09/26/96)    1.606  (m)            5.27   (f) UNKNOWN     1 2
 AB6650
 AB6650.Superseded values are not recommended for survey control.
 AB6650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6650.See file dsdata.txt to determine how the superseded data were derived.
 AB6650
 AB6650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ119119(NAD 83)
 AB6650_MARKER: DZ = AZIMUTH MARK DISK
 AB6650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6650_STAMPING: MIDDLE 1962
 AB6650_MARK LOGO: CGS   
 AB6650_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6650+STABILITY: SURFACE MOTION
 AB6650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6650+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1998
 AB6650
 AB6650  HISTORY     - Date     Condition        Report By
 AB6650  HISTORY     - 1962     MONUMENTED       CGS
 AB6650  HISTORY     - 19950705 GOOD             NJGS
 AB6650  HISTORY     - 19980511 GOOD             NJGS
 AB6650
 AB6650                          STATION DESCRIPTION
 AB6650
 AB6650'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6650'THE STATION IS LOCATED IN LOWER TOWNSHIP, ON THE SOUTH SIDE OF OCEAN
 AB6650'DRIVE, COUNTY ROAD 621.  TO REACH THE STATION FROM THE JUNCTION OF
 AB6650'STATE ROUTE 109 AND COUNTY ROAD 621, JUST SOUTH OF THE TERMINUS OF THE
 AB6650'GARDEN STATE PARKWAY, GO 2.3 MI (3.7 KM) EAST ON OCEAN DRIVE TO THE
 AB6650'STATION ON THE RIGHT.  THE STATION IS ABOUT 0.6 MI (1.0 KM) EAST FROM
 AB6650'THE OCEAN DRIVE TOLL BRIDGE SPANNING MIDDLE THOROFARE.  THE STATION IS
 AB6650'AT THE NORTHEAST SIDE OF THE JUNCTION OF OCEAN DRIVE AND COUNTY ROAD
 AB6650'630, A PAVED ROAD ON THE LEFT LEADING TO THE TWO MILE LANDING AND
 AB6650'MARINA COMPLEX, 4.0 FT (1.2 M) SOUTH OF THE SOUTH EDGE OF OCEAN DRIVE,
 AB6650'2.0 FT (0.6 M) WEST OF POLE NUMBER BT122/975, 24.0 FT (7.3 M) SOUTH OF
 AB6650'THE CENTERLINE OF OCEAN DRIVE, 25.0 FT (7.6 M) EAST OF THE CENTRELINE
 AB6650'EXTENDED OF COUNTY ROAD 630 AND 51.0 FT (15.5 M) NORTHEAST OF GUY POLE
 AB6650'BT644LD AND FLUSH WITH THE GROUND.
 AB6650
 AB6650                          STATION RECOVERY (1998)
 AB6650
 AB6650'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AB6650'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6653 ***********************************************************************
 AB6653  DESIGNATION -  MIDDLE RM 1
 AB6653  PID         -  AB6653
 AB6653  STATE/COUNTY-  NJ/CAPE MAY
 AB6653  USGS QUAD   -  WILDWOOD (1972)
 AB6653
 AB6653                         *CURRENT SURVEY CONTROL
 AB6653  ___________________________________________________________________
 AB6653* NAD 83(1986)-  38 57 19.     (N)    074 52 21.     (W)     SCALED    
 AB6653* NAVD 88     -         8.656  (meters)      28.40   (feet)  ADJUSTED  
 AB6653  ___________________________________________________________________
 AB6653  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 AB6653  DYNAMIC HT  -           8.651 (meters)      28.38  (feet)  COMP
 AB6653  MODELED GRAV-     980,048.9   (mgal)                       NAVD 88
 AB6653
 AB6653  VERT ORDER  -  FIRST     CLASS II
 AB6653
 AB6653.The horizontal coordinates were scaled from a topographic map and have
 AB6653.an estimated accuracy of +/- 6 seconds.
 AB6653
 AB6653.The orthometric height was determined by differential leveling
 AB6653.and adjusted by the National Geodetic Survey in March 2001..
 AB6653
 AB6653.The geoid height was determined by GEOID03.
 AB6653
 AB6653.The dynamic height is computed by dividing the NAVD 88
 AB6653.geopotential number by the normal gravity value computed on the
 AB6653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6653.degrees latitude (g = 980.6199 gals.).
 AB6653
 AB6653.The modeled gravity was interpolated from observed gravity values.
 AB6653
 AB6653;                    North         East    Units  Estimated Accuracy
 AB6653;SPC NJ       -    13,600.      117,720.      MT  (+/- 180 meters Scaled)
 AB6653
 AB6653                          SUPERSEDED SURVEY CONTROL
 AB6653
 AB6653  NAVD 88 (09/26/96)    8.665  (m)           28.43   (f) UNKNOWN     1 2
 AB6653
 AB6653.Superseded values are not recommended for survey control.
 AB6653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6653.See file dsdata.txt to determine how the superseded data were derived.
 AB6653
 AB6653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ110118(NAD 83)
 AB6653_MARKER: DR = REFERENCE MARK DISK
 AB6653_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB6653_SP_SET: BRIDGE CURB
 AB6653_STAMPING: MIDDLE NO 1 1962
 AB6653_MARK LOGO: CGS   
 AB6653_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6653+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 AB6653
 AB6653  HISTORY     - Date     Condition        Report By
 AB6653  HISTORY     - 1962     MONUMENTED       CGS
 AB6653  HISTORY     - 19950705 GOOD             NJGS
 AB6653  HISTORY     - 19981119 GOOD             NJGS
 AB6653  HISTORY     - 20050918 GOOD             GEOCAC
 AB6653
 AB6653                          STATION DESCRIPTION
 AB6653
 AB6653'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6653'THE STATION IS LOCATED IN LOWER TOWNSHIP, ON THE SOUTHEAST SIDE OF THE
 AB6653'OCEAN DRIVE, COUNTY ROAD 621 TOLL BRIDGE SPANNING THE MIDDLE THOROFARE
 AB6653'WHICH IS PART OF THE INTERCOASTAL WATERWAY.  TO REACH THE STATION FROM
 AB6653'THE JUNCTION OF STATE ROUTE 109 AND COUNTY ROAD 621, JUST SOUTH OF THE
 AB6653'TERMINUS OF THE GARDEN STATE PARKWAY, GO 1.75 MI (2.82 KM) EAST ON
 AB6653'OCEAN DRIVE TO THE TOLL BRIDGE AND THE STATION ON THE RIGHT.  THE
 AB6653'STATION IS SET IN A DRILL HOLE IN THE TOP OF THE CURB, 16.2 M (53.1
 AB6653'FT) SOUTHEAST OF STATION MIDDLE, 11 FT (3.4 M) SOUTHWEST OF THE
 AB6653'CENTERLINE OF THE BRIDGE, 48.4 FT (14.8 M) SOUTH OF REFERENCE MARK 2,
 AB6653'55.0 FT (16.8 M) SOUTH OF THE DROP GATE FOR THE WESTBOUND LANES.
 AB6653
 AB6653                          STATION RECOVERY (1998)
 AB6653
 AB6653'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 AB6653'RECOVERED AS DESCRIBED.
 AB6653
 AB6653                          STATION RECOVERY (2005)
 AB6653
 AB6653'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 AB6653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6654 ***********************************************************************
 AB6654  DESIGNATION -  MIDDLE RM 2
 AB6654  PID         -  AB6654
 AB6654  STATE/COUNTY-  NJ/CAPE MAY
 AB6654  USGS QUAD   -  WILDWOOD (1972)
 AB6654
 AB6654                         *CURRENT SURVEY CONTROL
 AB6654  ___________________________________________________________________
 AB6654* NAD 83(1986)-  38 57 19.     (N)    074 52 22.     (W)     SCALED    
 AB6654* NAVD 88     -         9.412  (meters)      30.88   (feet)  ADJUSTED  
 AB6654  ___________________________________________________________________
 AB6654  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 AB6654  DYNAMIC HT  -           9.407 (meters)      30.86  (feet)  COMP
 AB6654  MODELED GRAV-     980,048.9   (mgal)                       NAVD 88
 AB6654
 AB6654  VERT ORDER  -  FIRST     CLASS II
 AB6654
 AB6654.The horizontal coordinates were scaled from a topographic map and have
 AB6654.an estimated accuracy of +/- 6 seconds.
 AB6654
 AB6654.The orthometric height was determined by differential leveling
 AB6654.and adjusted by the National Geodetic Survey in September 1996..
 AB6654
 AB6654.The geoid height was determined by GEOID03.
 AB6654
 AB6654.The dynamic height is computed by dividing the NAVD 88
 AB6654.geopotential number by the normal gravity value computed on the
 AB6654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6654.degrees latitude (g = 980.6199 gals.).
 AB6654
 AB6654.The modeled gravity was interpolated from observed gravity values.
 AB6654
 AB6654;                    North         East    Units  Estimated Accuracy
 AB6654;SPC NJ       -    13,600.      117,690.      MT  (+/- 180 meters Scaled)
 AB6654
 AB6654                          SUPERSEDED SURVEY CONTROL
 AB6654
 AB6654.No superseded survey control is available for this station.
 AB6654
 AB6654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ110118(NAD 83)
 AB6654_MARKER: DR = REFERENCE MARK DISK
 AB6654_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB6654_SP_SET: BRIDGE SIDEWALK
 AB6654_STAMPING: MIDDLE NO 2 1962
 AB6654_MARK LOGO: CGS   
 AB6654_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6654+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 AB6654
 AB6654  HISTORY     - Date     Condition        Report By
 AB6654  HISTORY     - 1962     MONUMENTED       CGS
 AB6654  HISTORY     - 19950705 GOOD             NJGS
 AB6654  HISTORY     - 19981119 GOOD             NJGS
 AB6654  HISTORY     - 20050918 GOOD             GEOCAC
 AB6654
 AB6654                          STATION DESCRIPTION
 AB6654
 AB6654'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6654'THE STATION IS LOCATED IN LOWER TOWNSHIP, ON THE SOUTHEAST SIDE OF THE
 AB6654'OCEAN DRIVE, COUNTY ROAD 621 TOLL BRIDGE SPANNING THE MIDDLE THOROFARE
 AB6654'WHICH IS PART OF THE INTERCOASTAL WATERWAY.  TO REACH THE STATION FROM
 AB6654'THE JUNCTION OF STATE ROUTE 109 AND COUNTY ROAD 621, JUST SOUTH OF THE
 AB6654'TERMINUS OF THE GARDEN STATE PARKWAY, GO 1.75 MI (2.82 KM) EAST ON
 AB6654'OCEAN DRIVE TO THE TOLL BRIDGE AND THE STATION ON THE RIGHT.  THE
 AB6654'STATION IS SET IN A DRILL HOLE IN THE SIDEWALK IN THE PEDESTRIAN
 AB6654'WALKWAY ALCOVE ON THE SOUTHEAST SIDE OF THE BRIDGE.  THE STATION IS
 AB6654'7.6 M (24.9 FT) SOUTHEAST OF STATION MIDDLE, 48.4 FT (14.8 M) NORTH OF
 AB6654'MIDDLE RM 1, 6.5 FT (2.0 M) SOUTH OF THE DROP GATE FOR THE WESTBOUND
 AB6654'LANES OF OCEAN DRIVE, 2.5 FT (0.8 M) SOUTHWEST OF THE SOUTHWEST CURB
 AB6654'OF THE EASTBOUND LANES, FLUSH IN THE SIDEWALK.
 AB6654
 AB6654                          STATION RECOVERY (1998)
 AB6654
 AB6654'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 AB6654'RECOVERED AS DESCRIBED.
 AB6654
 AB6654                          STATION RECOVERY (2005)
 AB6654
 AB6654'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 AB6654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4196 ***********************************************************************
 JU4196  DESIGNATION -  MIFFLIN RANGE FRONT BAR LT
 JU4196  PID         -  JU4196
 JU4196  STATE/COUNTY-  NJ/GLOUCESTER
 JU4196  USGS QUAD   -  BRIDGEPORT (1995)
 JU4196
 JU4196                         *CURRENT SURVEY CONTROL
 JU4196  ___________________________________________________________________
 JU4196* NAD 83(1996)-  39 50 51.92237(N)    075 15 09.83033(W)     ADJUSTED  
 JU4196* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU4196  ___________________________________________________________________
 JU4196  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 JU4196  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JU4196
 JU4196  HORZ ORDER  -  THIRD
 JU4196
 JU4196.The horizontal coordinates were established by classical geodetic methods
 JU4196.and adjusted by the National Geodetic Survey in September 1999..
 JU4196.No horizontal observational check was made to the station.
 JU4196
 JU4196.The orthometric height was scaled from a topographic map.
 JU4196
 JU4196.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4196
 JU4196.The geoid height was determined by GEOID03.
 JU4196
 JU4196;                    North         East     Units Scale Factor Converg.
 JU4196;SPC NJ       -   112,883.117    85,585.009   MT  0.99995107   -0 28 56.4
 JU4196;SPC NJ       -   370,350.69    280,790.15   sFT  0.99995107   -0 28 56.4
 JU4196;SPC PA S     -    60,140.666   813,698.914   MT  1.00001448   +1 37 12.8
 JU4196;SPC PA S     -   197,311.50  2,669,610.52   sFT  1.00001448   +1 37 12.8
 JU4196;UTM  18      - 4,410,890.424   478,379.142   MT  0.99960575   -0 09 43.0
 JU4196
 JU4196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4196!SPC NJ       -   1.00000491  x   0.99995107  =   0.99995598
 JU4196!SPC PA S     -   1.00000491  x   1.00001448  =   1.00001939
 JU4196!UTM  18      -   1.00000491  x   0.99960575  =   0.99961065
 JU4196
 JU4196                          SUPERSEDED SURVEY CONTROL
 JU4196
 JU4196  NAD 83(1991)-  39 50 51.91876(N)    075 15 09.83252(W) AD(       ) 4
 JU4196  NAD 83(1986)-  39 50 51.91823(N)    075 15 09.83459(W) AD(       ) 4
 JU4196
 JU4196.Superseded values are not recommended for survey control.
 JU4196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4196.See file dsdata.txt to determine how the superseded data were derived.
 JU4196
 JU4196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7837910890(NAD 83)
 JU4196_MARKER: L = ABSOLUTE GRAVITY STATION PLUG
 JU4196_SETTING: 0 = UNSPECIFIED SETTING
 JU4196_MARK LOGO: NOS   
 JU4196_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4196+SATELLITE: SATELLITE OBSERVATIONS - 1978
 JU4196
 JU4196  HISTORY     - Date     Condition        Report By
 JU4196  HISTORY     - 1978     MONUMENTED       NOS
 JU4196
 JU4196                          STATION DESCRIPTION
 JU4196
 JU4196'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 JU4196'THE STATION IS LOCATED ON THE SOUTHERN SHORE OF THE DELAWARE RIVER
 JU4196'JUST SW OF BILLINGSPORT.
 JU4196'TO REACH STATION PROCEED BY BOAT.
 JU4196'THE STATION IS THE ROD ON TOP OF THE ROUND BALL AT THE TIP OF THE
 JU4196'MIFFLIN BAR AND LITTLE TINICUM ISLAND RANGE FRONT LIGHT STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2820 ***********************************************************************
 LY2820  DESIGNATION -  MILFORD 1
 LY2820  PID         -  LY2820
 LY2820  STATE/COUNTY-  NJ/PASSAIC
 LY2820  USGS QUAD   -  GREENWOOD LAKE (1954)
 LY2820
 LY2820                         *CURRENT SURVEY CONTROL
 LY2820  ___________________________________________________________________
 LY2820* NAD 83(1996)-  41 07 43.82355(N)    074 20 37.57056(W)     ADJUSTED  
 LY2820* NAVD 88     -       240.6    (meters)     789.     (feet)  VERTCON   
 LY2820  ___________________________________________________________________
 LY2820  X           -   1,298,414.395 (meters)                     COMP
 LY2820  Y           -  -4,632,839.091 (meters)                     COMP
 LY2820  Z           -   4,173,348.460 (meters)                     COMP
 LY2820  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 LY2820  ELLIP HEIGHT-         208.57  (meters)          (09/01/99) GPS OBS
 LY2820  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LY2820
 LY2820  HORZ ORDER  -  THIRD
 LY2820  ELLP ORDER  -  FOURTH    CLASS I
 LY2820
 LY2820.This mark is at Greenwood Lake Airport (4N1)
 LY2820
 LY2820.The horizontal coordinates were established by GPS observations
 LY2820.and adjusted by the National Geodetic Survey in September 1999..
 LY2820
 LY2820.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2820
 LY2820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2820
 LY2820.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2820
 LY2820.The ellipsoidal height was determined by GPS observations
 LY2820.and is referenced to NAD 83.
 LY2820
 LY2820.The geoid height was determined by GEOID03.
 LY2820
 LY2820;                    North         East     Units Scale Factor Converg.
 LY2820;SPC NJ       -   254,866.229   163,117.535   MT  0.99990212   +0 06 09.9
 LY2820;SPC NJ       -   836,173.62    535,161.45   sFT  0.99990212   +0 06 09.9
 LY2820;UTM  18      - 4,553,267.158   555,082.536   MT  0.99963734   +0 25 53.9
 LY2820
 LY2820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2820!SPC NJ       -   0.99996729  x   0.99990212  =   0.99986941
 LY2820!UTM  18      -   0.99996729  x   0.99963734  =   0.99960464
 LY2820
 LY2820|---------------------------------------------------------------------|
 LY2820| PID    Reference Object                     Distance      Geod. Az  |
 LY2820|                                                           dddmmss.s |
 LY2820| LY2821 MILFORD 2                           377.543 METERS 19856     |
 LY2820|---------------------------------------------------------------------|
 LY2820
 LY2820                          SUPERSEDED SURVEY CONTROL
 LY2820
 LY2820  NAD 83(1996)-  41 07 43.82326(N)    074 20 37.57078(W) AD(       ) 3
 LY2820  NAD 83(1986)-  41 07 43.81922(N)    074 20 37.57229(W) AD(       ) 3
 LY2820  NAD 27      -  41 07 43.47531(N)    074 20 39.02711(W) AD(       ) 3
 LY2820  NGVD 29 (05/20/88)  240.8    (m)          790.     (f) GPS OBS        
 LY2820
 LY2820.Superseded values are not recommended for survey control.
 LY2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2820.See file dsdata.txt to determine how the superseded data were derived.
 LY2820
 LY2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5508353267(NAD 83)
 LY2820_MARKER: I = METAL ROD
 LY2820_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LY2820_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LY2820_STAMPING: MILFORD 1 1987
 LY2820_MAGNETIC: I = MARKER IS A STEEL ROD
 LY2820_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2820+STABILITY: POSITION/ELEVATION WELL
 LY2820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2820+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1988
 LY2820
 LY2820  HISTORY     - Date     Condition        Report By
 LY2820  HISTORY     - 1987     MONUMENTED       AEROS
 LY2820  HISTORY     - 1987     GOOD             AEROS
 LY2820  HISTORY     - 19880728 GOOD             NGS
 LY2820
 LY2820                          STATION DESCRIPTION
 LY2820
 LY2820'DESCRIBED BY AERO SERVICE CORPORATION 1987 (PCO)
 LY2820'THE STATION IS LOCATED ABOUT 1.61 KM (1.0 MI)
 LY2820'EAST OF WEST MILFORD,
 LY2820'7.40 KM (4.6 MI) NORTH-NORTHEAST OF MACOPIN,
 LY2820'10.46 KM (6.5 MI) WEST OF RINGWOOD, WITHIN THE BOUNDARY OF THE
 LY2820'GREENWOOD LAKE AIRPORT.
 LY2820'OWNERSHIP--DAVID G. MAC MILLAN, PHONE NUMBER (201)728-8282.
 LY2820'
 LY2820'TO REACH THE STATION FROM THE MUNICIPAL BUILDING AT 1480 UNION
 LY2820'VALLEY ROAD (COUNTY ROAD 513) IN WEST MILFORD, GO
 LY2820'NORTHEAST FOR 0.24 KM (0.15 MI) ON UNION VALLEY ROAD TO THE
 LY2820'INTERSECTION OF MARSHALL HILL ROAD.
 LY2820'CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR
 LY2820'1.05 KM (0.65 MI) ON MARSHALL HILL ROAD TO A (Y) INTERSECTION AT
 LY2820'LINCOLN AVE.
 LY2820'FOLLOW THE RIGHT FORK AND GO EAST FOR 1.26 KM (0.78 MI) ON MARSHALL
 LY2820'HILL ROAD TO A (T) INTERSECTION RIGHT OF AIRPORT ROAD.
 LY2820'TURN RIGHT AND GO SOUTH FOR 0.84 KM (0.52 MI) ON AIRPORT ROAD TO A
 LY2820'CURVE RIGHT.
 LY2820'TURN RIGHT AND GO WEST FOR 0.16 KM (0.1 MI) ON AIRPORT ROAD TO THE
 LY2820'GREENWOOD LAKE AIRPORT OFFICE AND A GATE ON THE EAST SIDE OF THE
 LY2820'OFFICE.  TURN LEFT, PASSING THROUGH THE GATE, AND GO SOUTH AND WEST
 LY2820'AROUND THE OFFICE, PASSING BETWEEN THE OFFICE AND A HANGAR, FOR
 LY2820'0.16 KM (0.1 MI) ON A PAVED AREA TO THE STATION.
 LY2820'
 LY2820'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 LY2820'FLANGE WITH ACCESS COVER IS STAMPED---MILFORD 1 1987---, AND IS SET
 LY2820'FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 LY2820'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 3.35 METERS (11.0 FT) AND
 LY2820'IS RECESSED 10 CM BELOW THE GROUND.  LOCATED 28.96 METERS (95.0 FT)
 LY2820'EAST FROM THE CENTER OF THE NORTH-SOUTH TAXIWAY PARALLELING THE
 LY2820'RUNWAY, 5.12 METERS (16.8 FT) SOUTHEAST FROM THE SOUTHWEST CORNER
 LY2820'OF THE CENTER ONE OF THREE CONCRETE HELICOPTER PADS, 5.06 METERS
 LY2820'(16.6 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF THE SAME CONCRETE
 LY2820'PAD.
 LY2820
 LY2820                          STATION RECOVERY (1987)
 LY2820
 LY2820'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 LY2820'RECOVERED IN GOOD CONDITION.
 LY2820
 LY2820                          STATION RECOVERY (1988)
 LY2820
 LY2820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LY2820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2821 ***********************************************************************
 LY2821  DESIGNATION -  MILFORD 2
 LY2821  PID         -  LY2821
 LY2821  STATE/COUNTY-  NJ/PASSAIC
 LY2821  USGS QUAD   -  GREENWOOD LAKE (1954)
 LY2821
 LY2821                         *CURRENT SURVEY CONTROL
 LY2821  ___________________________________________________________________
 LY2821* NAD 83(1996)-  41 07 32.24678(N)    074 20 42.82035(W)     ADJUSTED  
 LY2821* NAVD 88     -       240.5    (meters)     789.     (feet)  VERTCON   
 LY2821  ___________________________________________________________________
 LY2821  X           -   1,298,359.860 (meters)                     COMP
 LY2821  Y           -  -4,633,098.298 (meters)                     COMP
 LY2821  Z           -   4,173,079.415 (meters)                     COMP
 LY2821  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 LY2821  ELLIP HEIGHT-         208.53  (meters)          (09/01/99) GPS OBS
 LY2821  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LY2821
 LY2821  HORZ ORDER  -  THIRD
 LY2821  ELLP ORDER  -  FOURTH    CLASS I
 LY2821
 LY2821.This mark is at Greenwood Lake Airport (4N1)
 LY2821
 LY2821.The horizontal coordinates were established by GPS observations
 LY2821.and adjusted by the National Geodetic Survey in September 1999..
 LY2821
 LY2821.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2821
 LY2821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2821
 LY2821.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2821
 LY2821.The ellipsoidal height was determined by GPS observations
 LY2821.and is referenced to NAD 83.
 LY2821
 LY2821.The geoid height was determined by GEOID03.
 LY2821
 LY2821;                    North         East     Units Scale Factor Converg.
 LY2821;SPC NJ       -   254,508.914   162,995.728   MT  0.99990208   +0 06 06.5
 LY2821;SPC NJ       -   835,001.33    534,761.82   sFT  0.99990208   +0 06 06.5
 LY2821;UTM  18      - 4,552,909.245   554,962.814   MT  0.99963718   +0 25 50.4
 LY2821
 LY2821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2821!SPC NJ       -   0.99996729  x   0.99990208  =   0.99986937
 LY2821!UTM  18      -   0.99996729  x   0.99963718  =   0.99960448
 LY2821
 LY2821|---------------------------------------------------------------------|
 LY2821| PID    Reference Object                     Distance      Geod. Az  |
 LY2821|                                                           dddmmss.s |
 LY2821| LY2820 MILFORD 1                           377.543 METERS 01856     |
 LY2821|---------------------------------------------------------------------|
 LY2821
 LY2821                          SUPERSEDED SURVEY CONTROL
 LY2821
 LY2821  NAD 83(1996)-  41 07 32.24650(N)    074 20 42.82058(W) AD(       ) 3
 LY2821  NAD 83(1986)-  41 07 32.24251(N)    074 20 42.82207(W) AD(       ) 3
 LY2821  NAD 27      -  41 07 31.89841(N)    074 20 44.27677(W) AD(       ) 3
 LY2821  NGVD 29 (05/20/88)  240.8    (m)          790.     (f) GPS OBS        
 LY2821
 LY2821.Superseded values are not recommended for survey control.
 LY2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2821.See file dsdata.txt to determine how the superseded data were derived.
 LY2821
 LY2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5496352909(NAD 83)
 LY2821_MARKER: I = METAL ROD
 LY2821_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 LY2821_SP_SET: OBJECT DRIVEN INTO GROUND
 LY2821_MAGNETIC: I = MARKER IS A STEEL ROD
 LY2821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY2821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2821+SATELLITE: SATELLITE OBSERVATIONS - 1987
 LY2821
 LY2821  HISTORY     - Date     Condition        Report By
 LY2821  HISTORY     - 1987     MONUMENTED       AEROS
 LY2821
 LY2821                          STATION DESCRIPTION
 LY2821
 LY2821'DESCRIBED BY AERO SERVICE CORPORATION 1987 (PCO)
 LY2821'THE STATION IS LOCATED ABOUT 1.61 KM (1.0 MI)
 LY2821'EAST OF WEST MILFORD,
 LY2821'7.40 KM (4.6 MI) NORTH-NORTHEAST OF MACOPIN,
 LY2821'10.46 KM (6.5 MI) WEST OF RINGWOOD, WITHIN THE BOUNDARY OF THE
 LY2821'GREENWOOD LAKE AIRPORT.
 LY2821'OWNERSHIP--DAVID G. MAC MILLAN, PHONE NUMBER (201)728-8282.
 LY2821'
 LY2821'TO REACH THE STATION FROM THE MUNICIPAL BUILDING AT 1480 UNION
 LY2821'VALLEY ROAD (COUNTY ROAD 513) IN WEST MILFORD, GO
 LY2821'NORTHEAST FOR 0.24 KM (0.15 MI) ON UNION VALLEY ROAD TO THE
 LY2821'INTERSECTION OF MARSHALL HILL ROAD.
 LY2821'CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR
 LY2821'1.05 KM (0.65 MI) ON MARSHALL HILL ROAD TO A (Y) INTERSECTION AT
 LY2821'LINCOLN AVE.
 LY2821'FOLLOW THE RIGHT FORK AND GO EAST FOR 1.26 KM (0.78 MI) ON MARSHALL
 LY2821'HILL ROAD TO A (T) INTERSECTION RIGHT OF AIRPORT ROAD.
 LY2821'TURN RIGHT AND GO SOUTH FOR 0.84 KM (0.52 MI) ON AIRPORT ROAD TO A
 LY2821'CURVE RIGHT.
 LY2821'TURN RIGHT AND GO WEST FOR 0.16 KM (0.1 MI) ON AIRPORT ROAD TO THE
 LY2821'GREENWOOD LAKE AIRPORT OFFICE AND A GATE ON THE EAST SIDE OF THE
 LY2821'OFFICE.  TURN LEFT, PASSING THROUGH THE GATE, AND GO SOUTH AND WEST
 LY2821'AROUND THE OFFICE, PASSING BETWEEN THE OFFICE AND A HANGAR, FOR
 LY2821'0.16 KM (0.1 MI) ON A PAVED AREA TO THE NORTH-SOUTH TAXIWAY.
 LY2821'TURN LEFT AND GO SOUTH FOR 0.32 KM (0.2 MI) ON THE TAXIWAY TO THE
 LY2821'STATION.
 LY2821'
 LY2821'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 LY2821'FLANGE WITH ACCESS COVER IS STAMPED---MILFORD 2 1987---, AND IS SET
 LY2821'FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 LY2821'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 3.05 METERS (10.0 FT) AND
 LY2821'IS RECESSED 10 CM BELOW THE GROUND.  LOCATED 28.65 METERS (94.0 FT)
 LY2821'WEST-NORTHWEST FROM THE NORTHERN END OF A ROCK CUT, 15.85 METERS
 LY2821'(52.0 FT) EAST-SOUTHEAST FROM THE EXTENDED CENTERLINE OF THE SOUTH
 LY2821'END OF THE RUNWAY, 0.18 METERS (0.6 FT) SOUTH-SOUTHWEST FROM A
 LY2821'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3581 ***********************************************************************
 KV3581  DESIGNATION -  MILFORD RIEGEL PAPER CO STACK
 KV3581  PID         -  KV3581
 KV3581  STATE/COUNTY-  NJ/HUNTERDON
 KV3581  USGS QUAD   -  FRENCHTOWN (1997)
 KV3581
 KV3581                         *CURRENT SURVEY CONTROL
 KV3581  ___________________________________________________________________
 KV3581* NAD 83(1996)-  40 33 38.68323(N)    075 05 12.78605(W)     ADJUSTED  
 KV3581* NAVD 88     -                                                        
 KV3581  ___________________________________________________________________
 KV3581  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 KV3581  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KV3581
 KV3581  HORZ ORDER  -  THIRD
 KV3581
 KV3581.The horizontal coordinates were established by classical geodetic methods
 KV3581.and adjusted by the National Geodetic Survey in September 1999..
 KV3581
 KV3581
 KV3581.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3581
 KV3581.The geoid height was determined by GEOID03.
 KV3581
 KV3581;                    North         East     Units Scale Factor Converg.
 KV3581;SPC NJ       -   191,938.876   100,300.805   MT  0.99993039   -0 22 53.9
 KV3581;SPC NJ       -   629,719.46    329,070.22   sFT  0.99993039   -0 22 53.9
 KV3581;SPC PA S     -   139,686.630   825,499.653   MT  0.99996134   +1 43 40.1
 KV3581;SPC PA S     -   458,288.55  2,708,326.78   sFT  0.99996134   +1 43 40.1
 KV3581;UTM  18      - 4,490,001.117   492,644.542   MT  0.99960067   -0 03 23.4
 KV3581
 KV3581                          SUPERSEDED SURVEY CONTROL
 KV3581
 KV3581  NAD 83(1986)-  40 33 38.68078(N)    075 05 12.78944(W) AD(       ) 4
 KV3581  NAD 27      -  40 33 38.31000(N)    075 05 14.17000(W) AD(       ) 3
 KV3581
 KV3581.Superseded values are not recommended for survey control.
 KV3581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3581.See file dsdata.txt to determine how the superseded data were derived.
 KV3581
 KV3581_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9264590001(NAD 83)
 KV3581_MARKER: 63 = STACK
 KV3581
 KV3581  HISTORY     - Date     Condition        Report By
 KV3581  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV3581
 KV3581                          STATION DESCRIPTION
 KV3581
 KV3581'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3581'THIS INTERSECTION STATION IS THE TALLER OF TWO BRICK STACKS AT
 KV3581'THE RIEGEL PAPER CORPORATION, MILFORD, NEW JERSEY PLANT.  THE
 KV3581'STACK IS OF YELLOW BRICK, ABOUT 225 FEET HIGH AND AT THE NW
 KV3581'CORNER OF THE POWER PLANT, WHICH IS ABOUT 0.65 MILE S OF MILFORD
 KV3581'AND 0.1 MILE W OF NEW JERSEY CIVIL ROUTE 543.
 KV3581'
 KV3581'THE POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2907 ***********************************************************************
 JU2907  DESIGNATION -  MILL
 JU2907  PID         -  JU2907
 JU2907  STATE/COUNTY-  NJ/CAPE MAY
 JU2907  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2907
 JU2907                         *CURRENT SURVEY CONTROL
 JU2907  ___________________________________________________________________
 JU2907* NAD 83(1996)-  39 09 01.15148(N)    074 43 22.98817(W)     ADJUSTED  
 JU2907* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU2907  ___________________________________________________________________
 JU2907  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 JU2907  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 JU2907
 JU2907  HORZ ORDER  -  THIRD
 JU2907
 JU2907.The horizontal coordinates were established by classical geodetic methods
 JU2907.and adjusted by the National Geodetic Survey in September 1999..
 JU2907
 JU2907.The orthometric height was scaled from a topographic map.
 JU2907
 JU2907.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2907
 JU2907.The geoid height was determined by GEOID03.
 JU2907
 JU2907;                    North         East     Units Scale Factor Converg.
 JU2907;SPC NJ       -    35,210.536   130,720.653   MT  0.99990458   -0 08 27.0
 JU2907;SPC NJ       -   115,519.90    428,872.68   sFT  0.99990458   -0 08 27.0
 JU2907;UTM  18      - 4,333,494.470   523,930.583   MT  0.99960705   +0 10 29.5
 JU2907
 JU2907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2907!SPC NJ       -   1.00000555  x   0.99990458  =   0.99991013
 JU2907!UTM  18      -   1.00000555  x   0.99960705  =   0.99961260
 JU2907
 JU2907|---------------------------------------------------------------------|
 JU2907| PID    Reference Object                     Distance      Geod. Az  |
 JU2907|                                                           dddmmss.s |
 JU2907| CB2287 MILL RM 1                            12.352 METERS 13623     |
 JU2907| JU2906 VIEW                                APPROX. 2.1 KM 3512600.3 |
 JU2907|---------------------------------------------------------------------|
 JU2907
 JU2907                          SUPERSEDED SURVEY CONTROL
 JU2907
 JU2907  NAD 83(1986)-  39 09 01.13116(N)    074 43 22.98774(W) AD(       ) 3
 JU2907  NAD 27      -  39 09 00.71900(N)    074 43 24.40500(W) AD(       ) 3
 JU2907
 JU2907.Superseded values are not recommended for survey control.
 JU2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2907.See file dsdata.txt to determine how the superseded data were derived.
 JU2907
 JU2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2393133494(NAD 83)
 JU2907_MARKER: DS = TRIANGULATION STATION DISK
 JU2907_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU2907_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU2907
 JU2907  HISTORY     - Date     Condition        Report By
 JU2907  HISTORY     - 1936     MONUMENTED       CGS
 JU2907  HISTORY     - 1950     GOOD             CGS
 JU2907
 JU2907                          STATION DESCRIPTION
 JU2907
 JU2907'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2907'LOCATED ABOUT 1-1/2 MILES SOUTHWESTERLY FROM SEA ISLE CITY ON
 JU2907'THE E BANK OF MILL THOROFARE AND OPPOSITE THE NORTHERNMOST INLET
 JU2907'TO TOWNSEND SOUND.  IT IS 50 FEET INSHORE FROM A GRASSY POINT
 JU2907'AND ABOUT 90 YARDS N OF THE MOUTH OF A SMALL CREEK MAKING OFF
 JU2907'FROM THE E BANK OF THE THOROFARE.  STATION IS LOCATED ON FAIRLY
 JU2907'FIRM MARSH LAND.
 JU2907'
 JU2907'STATION CAN BE VISITED ONLY BY BOAT.
 JU2907'
 JU2907'STATION MARK IS A STANDARD DISK SET IN TOP OF AN 8-INCH CONCRETE
 JU2907'FILLED TILE WHICH PROJECTS ABOUT 8 INCHES ABOVE THE MARSH.  IT IS
 JU2907'STAMPED MILL - 1936.
 JU2907'
 JU2907'REFERENCE MARK NO.1 IS A STANDARD DISK SET INSHORE FROM THE
 JU2907'STATION.  MARK IS AN 8-INCH CONCRETE FILLED TILE WHICH PROJECTS
 JU2907'5 INCHES ABOVE GROUND STAMPED NO.1 - MILL - 1936.
 JU2907
 JU2907                          STATION RECOVERY (1950)
 JU2907
 JU2907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2907'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU2907'DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH A STEEL TAPE AND
 JU2907'FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE AND
 JU2907'CORRECT WITH THE FOLLOWING ADDITION--
 JU2907'
 JU2907'STATION IS 34.0 FEET E OF THE HIGH-WATER LINE OF MILL THOROFARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5414 ***********************************************************************
 KV5414  DESIGNATION -  MILLER
 KV5414  PID         -  KV5414
 KV5414  STATE/COUNTY-  NJ/MIDDLESEX
 KV5414  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5414
 KV5414                         *CURRENT SURVEY CONTROL
 KV5414  ___________________________________________________________________
 KV5414* NAD 83(1996)-  40 26 19.05979(N)    074 28 42.71633(W)     ADJUSTED  
 KV5414* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 KV5414  ___________________________________________________________________
 KV5414  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 KV5414  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KV5414
 KV5414  HORZ ORDER  -  FIRST
 KV5414
 KV5414.The horizontal coordinates were established by classical geodetic methods
 KV5414.and adjusted by the National Geodetic Survey in September 1999..
 KV5414
 KV5414.The orthometric height was scaled from a topographic map.
 KV5414
 KV5414.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5414
 KV5414.The geoid height was determined by GEOID03.
 KV5414
 KV5414;                    North         East     Units Scale Factor Converg.
 KV5414;SPC NJ       -   178,214.477   151,821.243   MT  0.99990004   +0 00 50.1
 KV5414;SPC NJ       -   584,692.00    498,100.19   sFT  0.99990004   +0 00 50.1
 KV5414;UTM  18      - 4,476,573.000   544,226.307   MT  0.99962408   +0 20 17.7
 KV5414
 KV5414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5414!SPC NJ       -   0.99999972  x   0.99990004  =   0.99989976
 KV5414!UTM  18      -   0.99999972  x   0.99962408  =   0.99962380
 KV5414
 KV5414:                Primary Azimuth Mark                     Grid Az
 KV5414:SPC NJ       -  AIRWAY BEACON 73                         033 26 40.9
 KV5414:UTM  18      -  AIRWAY BEACON 73                         033 07 13.3
 KV5414
 KV5414|---------------------------------------------------------------------|
 KV5414| PID    Reference Object                     Distance      Geod. Az  |
 KV5414|                                                           dddmmss.s |
 KV5414| KV5439 AIRWAY BEACON 73                    APPROX. 3.2 KM 0332731.0 |
 KV5414| CB5331 MILLER RM 1                          36.043 METERS 03805     |
 KV5414| KV5496 AIRWAY BEACON 72 C                  APPROX.10.4 KM 2263502.6 |
 KV5414| KV5493 DEANS                               APPROX. 5.8 KM 2453756.4 |
 KV5414| CB5332 MILLER RM 2                          93.680 METERS 30442     |
 KV5414| CB5333 MILLER RM 3                          95.000 METERS 32531     |
 KV5414| CB5330 MILLER AZ MK                                       3454743.4 |
 KV5414|---------------------------------------------------------------------|
 KV5414
 KV5414                          SUPERSEDED SURVEY CONTROL
 KV5414
 KV5414  NAD 83(1996)-  40 26 19.06011(N)    074 28 42.71760(W) AD(       ) 1
 KV5414  NAD 83(1986)-  40 26 19.06078(N)    074 28 42.71780(W) AD(       ) 1
 KV5414  NAD 27      -  40 26 18.68300(N)    074 28 44.16700(W) AD(       ) 1
 KV5414
 KV5414.Superseded values are not recommended for survey control.
 KV5414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5414.See file dsdata.txt to determine how the superseded data were derived.
 KV5414
 KV5414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4422676573(NAD 83)
 KV5414_MARKER: DS = TRIANGULATION STATION DISK
 KV5414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5414_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5414
 KV5414  HISTORY     - Date     Condition        Report By
 KV5414  HISTORY     - 1933     MONUMENTED       CGS
 KV5414  HISTORY     - 1974     GOOD             NGS
 KV5414  HISTORY     - 1975     GOOD             SELLS
 KV5414
 KV5414                          STATION DESCRIPTION
 KV5414
 KV5414'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 KV5414'THIS STATION IS ON THE PROPERTY OF PROFESSOR HENRY MILLER ABOUT
 KV5414'4 MILES SSW OF NEW BRUNSWICK ALONG STATE HIGHWAY 25.  THE STATION
 KV5414'IS ABOUT 120 FEET W OF MR. MILLERS HOUSE BEHIND A LARGE BARN,
 KV5414'14.4 FEET W OF THE NW CORNER OF THE BARN, 191 FEET NW OF THE
 KV5414'CENTER LINE OF HIGHWAY 25.  THE MARK PROJECTS 2 INCHES.
 KV5414'
 KV5414'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5414'DISKS SET IN CONCRETE.
 KV5414'
 KV5414'THE AZIMUTH MARK IS N OF THE STATION, 18 FEET W OF THE CENTER
 KV5414'LINE OF A GRAVEL ROAD RUNNING NW FROM HIGHWAY 25, 0.15 MILE
 KV5414'NW OF HIGHWAY 25.  THE MARK PROJECTS 5 INCHES.
 KV5414'
 KV5414'REFERENCE MARK NO. 1 IS 13 FEET W OF AN OUTBUILDING TO
 KV5414'MR. MILLERS HOUSE.  THE MARK PROJECTS 7 INCHES ABOVE THE
 KV5414'GROUND.  REFERENCE MARK NO. 2 IS ACROSS A CLEARED FIELD, AT THE E
 KV5414'EDGE OF A WOOD, 15 FEET S OF A CLEARING THROUGH THE WOODS WHICH
 KV5414'WAS ONCE AN OLD ROAD.
 KV5414'
 KV5414'TO REACH STATION GO TO THE POINT WHERE ROUTE 25 AND U.S. HIGHWAY
 KV5414'1 SEPARATE ABOUT 2 MILES S OF NEW BRUNSWICK.  FROM THIS POINT
 KV5414'PROCEED S 2.15 MILES ALONG ROUTE 25, OR 0.1 MILE S OF MAPLE
 KV5414'MEAD SCHOOL, WHICH IS ON THE E SIDE OF THE ROAD.  PROFESSOR
 KV5414'MILLERS HOUSE, WHICH IS THE ONLY HOUSE ON THE W SIDE OF THE ROAD,
 KV5414'IS AT THIS POINT.
 KV5414'
 KV5414'A 90-FOOT SIGNAL WAS ERECTED, BUT THE LINE TO WILSON DID NOT
 KV5414'CLEAR SO IT WAS NECESSARY TO EXTEND THE TOWER 10 FEET.
 KV5414
 KV5414                          STATION RECOVERY (1974)
 KV5414
 KV5414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KV5414'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND
 KV5414'IN GOOD CONDITION.  IT APPEARS THAT THE AZIMUTH MARK WAS DESTROYED
 KV5414'BY ROAD CONSTRUCTION.  THE GRAVELED ROAD WHICH WAS LOCATED NEAR
 KV5414'THE MARK, IS NOW A PAVED, TWO LANE ROAD.  REFERENCE MARK 2 WAS
 KV5414'NOT FOUND, ITS LOCATION IS OPPOSITE A NEWLY CONSTRUCTED HOUSE
 KV5414'AND IT IS HIGHLY POSSIBLE THAT THE MARK WAS DESTROYED DURING ITS
 KV5414'CONSTRUCTION.  A NEW REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 KV5414'DATE.  A SHORTER DISTANCE OF 0.04 FOOT WAS NOTED TO REFERENCE
 KV5414'MARK 1, THERE WAS NO EVIDENCE OF THE MARKS BEING DISTURBED
 KV5414'AND THE DIFFERENCE WAS CONTRIBUTED TO THE GREAT DISTANCE.
 KV5414'THIS STATION IS LOCATED IN A HOUSING PROJECT AND IT IS NOT
 KV5414'POSSIBLE TO OBSERVE ANY OBJECTS AT A GREATER DISTANCE THAN
 KV5414'400 FEET.  A SIGNAL APPROXIMATELY 75 FEET IN HEIGHT WOULD BE
 KV5414'REQUIRED TO SEE ANY OBJECTS OVER THE 400 FEET.
 KV5414'
 KV5414'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 KV5414'
 KV5414'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF NEW BRUNSWICK,
 KV5414'2-1/4 MILES SOUTH OF THE INTERSECTION OF U.S. HIGHWAYS 1 AND
 KV5414'130 AND JUST WEST OF ADAMS LANE.
 KV5414'
 KV5414'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1
 KV5414'AND 130 IN THE SOUTH PART OF NEW BRUNSWICK, GO SOUTHWEST ON
 KV5414'U.S. HIGHWAY 130 FOR 2.25 MILE TO THE STATION ON THE LEFT,
 KV5414'JUST AFTER PASSING ADAMS LANE AND BETWEEN U.S. HIGHWAY 130
 KV5414'AND OLD GEORGE ROAD.
 KV5414'
 KV5414'THE STATION MARK IS A STANDARD DISK STAMPED MILLER 1933, SET
 KV5414'IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 KV5414'WITH THE SURFACE.  IT IS 366 FEET SOUTHEAST OF THE NORTHEAST
 KV5414'BOUND LANE OF U.S. HIGHWAY 130, 188 FEET NORTHWEST OF THE CENTER
 KV5414'OF OLD GEORGE ROAD, 140 FEET WEST OF THE SOUTHWEST CORNER OF AN
 KV5414'OLD TWO STORY HOUSE, 47 FEET EAST OF THE SOUTHEAST CORNER OF A
 KV5414'SMALL GREEN HOUSE AND 15.2 FEET NORTH OF A 12-INCH MAPLE
 KV5414'TREE.
 KV5414'
 KV5414'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MILLER NO 1 1933,
 KV5414'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH
 KV5414'PROJECTS 1 FOOT.  IT IS 98 FEET NORTHWEST OF THE NORTHWEST
 KV5414'CORNER OF THE TWO STORY HOUSE, 87 FEET NORTHWEST OF THE
 KV5414'SOUTHWEST CORNER OF THE PORCH FOR THE HOUSE AND 35 FEET NORTH
 KV5414'OF THE NORTHWEST CORNER OF A GARAGE.
 KV5414'
 KV5414'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MILLER 1933 NO 3
 KV5414'1974, SET IN THE TOP OF A 6 FOOT LONG CATCH BASIN ON THE
 KV5414'SOUTHEAST SIDE OF U.S. HIGHWAY 130.  IT IS 67 FEET NORTH OF THE
 KV5414'NORTHWEST CORNER OF A SMALL NEWLY CONSTRUCTED HOUSE, 23.5 FEET
 KV5414'NORTHEAST OF A POWERLINE POLE NUMBERED PS 1556 AND 22 FEET SE
 KV5414'OF THE NE BOUND LANE OF U.S. HIGHWAY 130.  (NOTE DESC.)
 KV5414'
 KV5414'UNABLE TO MEASURE BETWEEN RMS.
 KV5414'
 KV5414'NO OTHER OBJECTS VISIBLE FROM THE GROUND.
 KV5414'
 KV5414'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5414'4 MILES SOUTH OF NEW BRUNSWICK.
 KV5414
 KV5414                          STATION RECOVERY (1975)
 KV5414
 KV5414'RECOVERY NOTE BY SELLS INC CONS ENG 1975
 KV5414'MILLER 1933 GOOD
 KV5414'
 KV5414'REF 1 1933 GOOD
 KV5414'
 KV5414'REF 3 GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6728 ***********************************************************************
 AB6728  DESIGNATION -  MILLER
 AB6728  PID         -  AB6728
 AB6728  STATE/COUNTY-  NJ/OCEAN
 AB6728  USGS QUAD   -  KESWICK GROVE (1971)
 AB6728
 AB6728                         *CURRENT SURVEY CONTROL
 AB6728  ___________________________________________________________________
 AB6728* NAD 83(1996)-  39 56 11.57547(N)    074 17 15.75835(W)     ADJUSTED  
 AB6728* NAVD 88     -        22.608  (meters)      74.17   (feet)  ADJUSTED  
 AB6728  ___________________________________________________________________
 AB6728  X           -   1,326,202.534 (meters)                     COMP
 AB6728  Y           -  -4,714,234.025 (meters)                     COMP
 AB6728  Z           -   4,072,579.467 (meters)                     COMP
 AB6728  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 AB6728  ELLIP HEIGHT-         -10.32  (meters)          (10/23/02) GPS OBS
 AB6728  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 AB6728  DYNAMIC HT  -          22.598 (meters)      74.14  (feet)  COMP
 AB6728  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 AB6728
 AB6728  HORZ ORDER  -  FIRST
 AB6728  VERT ORDER  -  SECOND    CLASS I
 AB6728  ELLP ORDER  -  FOURTH    CLASS I
 AB6728
 AB6728.The horizontal coordinates were established by GPS observations
 AB6728.and adjusted by the National Geodetic Survey in May 1999..
 AB6728
 AB6728.The orthometric height was determined by differential leveling
 AB6728.and adjusted by the National Geodetic Survey in September 1996..
 AB6728
 AB6728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6728
 AB6728.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6728
 AB6728.The ellipsoidal height was determined by GPS observations
 AB6728.and is referenced to NAD 83.
 AB6728
 AB6728.The geoid height was determined by GEOID03.
 AB6728
 AB6728.The dynamic height is computed by dividing the NAVD 88
 AB6728.geopotential number by the normal gravity value computed on the
 AB6728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6728.degrees latitude (g = 980.6199 gals.).
 AB6728
 AB6728.The modeled gravity was interpolated from observed gravity values.
 AB6728
 AB6728;                    North         East     Units Scale Factor Converg.
 AB6728;SPC NJ       -   122,491.441   168,143.167   MT  0.99990405   +0 08 10.6
 AB6728;SPC NJ       -   401,874.00    551,649.71   sFT  0.99990405   +0 08 10.6
 AB6728;UTM  18      - 4,420,957.630   560,857.323   MT  0.99964559   +0 27 26.1
 AB6728
 AB6728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6728!SPC NJ       -   1.00000162  x   0.99990405  =   0.99990567
 AB6728!UTM  18      -   1.00000162  x   0.99964559  =   0.99964721
 AB6728
 AB6728                          SUPERSEDED SURVEY CONTROL
 AB6728
 AB6728  ELLIP H (05/14/99)  -10.35   (m)                       GP(       ) 4 1
 AB6728  NAD 83(1992)-  39 56 11.57502(N)    074 17 15.75824(W) AD(       ) 1
 AB6728  ELLIP H (12/16/96)  -10.38   (m)                       GP(       ) 2 1
 AB6728  NAVD 88 (12/16/96)   22.61   (m)           74.2    (f) LEVELING    3  
 AB6728
 AB6728.Superseded values are not recommended for survey control.
 AB6728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6728.See file dsdata.txt to determine how the superseded data were derived.
 AB6728
 AB6728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6085720958(NAD 83)
 AB6728_MARKER: DD = SURVEY DISK
 AB6728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6728_STAMPING: MILLER 1987
 AB6728_MARK LOGO: PSEG  
 AB6728_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6728+STABILITY: SURFACE MOTION
 AB6728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6728+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 AB6728
 AB6728  HISTORY     - Date     Condition        Report By
 AB6728  HISTORY     - 1987     MONUMENTED       PSEG
 AB6728  HISTORY     - 19950104 GOOD             NJGS
 AB6728  HISTORY     - 19951122 GOOD             NJGS
 AB6728  HISTORY     - 20040327 GOOD             INDIV
 AB6728
 AB6728                          STATION DESCRIPTION
 AB6728
 AB6728'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 AB6728'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON THE SOUTHWEST SIDE OF
 AB6728'PINEWALD KESWICK ROAD, COUNTY ROAD 530, NEAR THE MAIN ENTRANCE ROAD
 AB6728'LEADING TO THE ROBERT J.  MILLER AIRPARK AND RECREATION AREA.  TO
 AB6728'REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 70 AND COUNTY
 AB6728'ROAD 539, GO SOUTHEAST ON COUNTY ROAD 539 FOR ABOUT 0.15 MI (0.24 KM)
 AB6728'TO THE WYE JUNCTION WITH COUNTY ROAD 530.  BEAR TO THE LEFT AND GO
 AB6728'SOUTHEAST ON COUNTY ROAD 530 FOR 1.6 MI (2.6 KM) TO A FORK.  KEEP TO
 AB6728'THE LEFT AND CONTINUE SOUTHEAST ON COUNTY ROAD 530 FOR 4.3 MI (6.9 KM)
 AB6728'TO THE ROBERT J.  MILLER AIRPARK AND THE STATION ON THE LEFT.  THE
 AB6728'STATION IS 7.9 M (25.9 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF PAVING
 AB6728'OF COUNTY ROAD 530, 55 M (180.4 FT) NORTHWEST FROM THE CENTER OF A
 AB6728'GRASS MEDIAN IN THE CENTER OF MULE ROAD, THE MAIN ENTRANCE ROAD
 AB6728'LEADING TO THE AIRPORT COMPLEX, 29.6 M (97.1 FT) NORTH FROM A LARGE
 AB6728'LONE BOULDER, 10.1 M (33.1 FT) NORTHWEST FROM THE NORTHWEST POST OF A
 AB6728'FOREST FIRE SERVICE SIGN AND 15.4 M (50.5 FT) SOUTHEAST FROM THE
 AB6728'CENTERLINE OF COUNTY ROAD 530.  THE STATION IS SET FLUSH WITH THE
 AB6728'GROUND.
 AB6728
 AB6728                          STATION RECOVERY (1995)
 AB6728
 AB6728'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 AB6728'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON THE SOUTHWEST SIDE OF
 AB6728'PINEWALD KESWICK ROAD, COUNTY ROAD 530, NEAR THE TEE JUNCTION WITH
 AB6728'MULE ROAD, THE MAIN ENTRANCE ROAD LEADING TO THE ROBERT J.  MILLER
 AB6728'AIRPARK AND RECREATION AREA.  TO REACH THE STATION FROM THE
 AB6728'INTERSECTION OF STATE ROUTE 70 AND COUNTY ROAD 539, GO SOUTHEAST ON
 AB6728'COUNTY ROAD 539 FOR ABOUT 0.15 MI (0.24 KM) TO THE WYE JUNCTION WITH
 AB6728'COUNTY ROAD 530.  BEAR TO THE LEFT AND GO SOUTHEAST ON COUNTY ROAD 530
 AB6728'FOR 5.9 MI (9.5 KM) TO THE STATION ON THE RIGHT.  THE STATION IS 7.9 M
 AB6728'(25.9 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF PAVING OF COUNTY ROAD
 AB6728'530, 55 M (180.4 FT) NORTHWEST FROM THE CENTER OF A GRASS MEDIAN IN
 AB6728'THE CENTER OF MULE ROAD, THE MAIN ENTRANCE ROAD LEADING TO THE AIRPORT
 AB6728'COMPLEX, 29.6 M (97.1 FT) NORTH FROM A LARGE LONE LANDSCAPE BOULDER,
 AB6728'10.1 M (33.1 FT) NORTHWEST FROM THE NORTHWEST POST OF A FOREST FIRE
 AB6728'SERVICE SIGN AND 15.4 M (50.5 FT) SOUTHEAST FROM THE CENTERLINE OF
 AB6728'COUNTY ROAD 530,  AND FLUSH WITH THE GROUND.
 AB6728
 AB6728                          STATION RECOVERY (2004)
 AB6728
 AB6728'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JFP)
 AB6728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6687 ***********************************************************************
 AB6687  DESIGNATION -  MILLER AZ MK
 AB6687  PID         -  AB6687
 AB6687  STATE/COUNTY-  NJ/OCEAN
 AB6687  USGS QUAD   -  KESWICK GROVE (1971)
 AB6687
 AB6687                         *CURRENT SURVEY CONTROL
 AB6687  ___________________________________________________________________
 AB6687* NAD 83(1986)-  39 55 58.     (N)    074 16 50.     (W)     SCALED    
 AB6687* NAVD 88     -        25.573  (meters)      83.90   (feet)  ADJUSTED  
 AB6687  ___________________________________________________________________
 AB6687  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 AB6687  DYNAMIC HT  -          25.561 (meters)      83.86  (feet)  COMP
 AB6687  MODELED GRAV-     980,162.2   (mgal)                       NAVD 88
 AB6687
 AB6687  VERT ORDER  -  SECOND    CLASS I
 AB6687
 AB6687.The horizontal coordinates were scaled from a topographic map and have
 AB6687.an estimated accuracy of +/- 6 seconds.
 AB6687
 AB6687.The orthometric height was determined by differential leveling
 AB6687.and adjusted by the National Geodetic Survey in September 1996..
 AB6687
 AB6687.The geoid height was determined by GEOID03.
 AB6687
 AB6687.The dynamic height is computed by dividing the NAVD 88
 AB6687.geopotential number by the normal gravity value computed on the
 AB6687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6687.degrees latitude (g = 980.6199 gals.).
 AB6687
 AB6687.The modeled gravity was interpolated from observed gravity values.
 AB6687
 AB6687;                    North         East    Units  Estimated Accuracy
 AB6687;SPC NJ       -   122,070.      168,760.      MT  (+/- 180 meters Scaled)
 AB6687
 AB6687                          SUPERSEDED SURVEY CONTROL
 AB6687
 AB6687.No superseded survey control is available for this station.
 AB6687
 AB6687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK614205(NAD 83)
 AB6687_MARKER: DD = SURVEY DISK
 AB6687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6687_STAMPING: MILLER AZ MK 1987
 AB6687_MARK LOGO: PSEG  
 AB6687_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6687+STABILITY: SURFACE MOTION
 AB6687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6687+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1995
 AB6687
 AB6687  HISTORY     - Date     Condition        Report By
 AB6687  HISTORY     - 1987     MONUMENTED       PSEG
 AB6687  HISTORY     - 19951122 GOOD             NJGS
 AB6687
 AB6687                          STATION DESCRIPTION
 AB6687
 AB6687'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 AB6687'THE STATION IS LOCATED IN BERKELEY TOWNSHIP ON THE SOUTHWEST SIDE OF
 AB6687'PINEWALD KESWICK ROAD, COUNTY ROAD 530.  TO REACH THE STATION FROM THE
 AB6687'INTERSECTION OF STATE ROUTE 70 AND COUNTY ROAD 539, GO SOUTHEAST ON
 AB6687'COUNTY ROAD 539 FOR ABOUT 0.15 MI (0.24 KM) TO THE WYE JUNCTION WITH
 AB6687'COUNTY ROAD 530.  BEAR TO THE LEFT AND GO SOUTHEAST ON COUNTY ROAD 530
 AB6687'FOR 6.0 MI (9.7 KM) TO THE TEE JUNCTION WITH MULE ROAD, THE MAIN
 AB6687'ENTRANCE ROAD LEADING TO THE AIRPORT COMPLEX ON THE RIGHT. CONTINUE
 AB6687'SOUTHEAST ON COUNTY ROAD 530 FOR ANOTHER 0.4 MI (0.6 KM) TO THE
 AB6687'STATION ON THE RIGHT, JUST NORTHWEST FROM THE NORTHEAST CORNER OF A 8
 AB6687'FT (2.4 M) HIGH CHAIN LINK FENCE SURROUNDING THE AIRPORT COMPLEX.  THE
 AB6687'STATION IS 7 M (23.0 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF PAVING
 AB6687'OF COUNTY ROAD 530, 3.2 M (10.5 FT) NORTHEAST FROM THE 8 FT (2.4 M)
 AB6687'HIGH CHAIN LINK FENCE AND 7.3 M (24.0 FT) NORTHWEST FROM THE NORTHEAST
 AB6687'CORNER OF THE CHAIN LINK FENCE.  THE STATION IS SET FLUSH WITH THE
 AB6687'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2808 ***********************************************************************
 KU2808  DESIGNATION -  MILLS 1932
 KU2808  PID         -  KU2808
 KU2808  STATE/COUNTY-  NJ/MONMOUTH
 KU2808  USGS QUAD   -  SANDY HOOK (1981)
 KU2808
 KU2808                         *CURRENT SURVEY CONTROL
 KU2808  ___________________________________________________________________
 KU2808* NAD 83(1996)-  40 26 04.39039(N)    073 59 31.85565(W)     ADJUSTED  
 KU2808* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU2808  ___________________________________________________________________
 KU2808  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 KU2808  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KU2808
 KU2808  HORZ ORDER  -  THIRD
 KU2808
 KU2808.The horizontal coordinates were established by classical geodetic methods
 KU2808.and adjusted by the National Geodetic Survey in September 1999..
 KU2808
 KU2808.The orthometric height was scaled from a topographic map.
 KU2808
 KU2808.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2808
 KU2808.The geoid height was determined by GEOID03.
 KU2808
 KU2808;                    North         East     Units Scale Factor Converg.
 KU2808;SPC NJ       -   177,885.654   193,084.172   MT  0.99992284   +0 19 45.7
 KU2808;SPC NJ       -   583,613.18    633,476.99   sFT  0.99992284   +0 19 45.7
 KU2808;UTM  18      - 4,476,477.773   585,479.937   MT  0.99968994   +0 39 13.3
 KU2808
 KU2808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2808!SPC NJ       -   1.00000499  x   0.99992284  =   0.99992783
 KU2808!UTM  18      -   1.00000499  x   0.99968994  =   0.99969493
 KU2808
 KU2808:                Primary Azimuth Mark                     Grid Az
 KU2808:SPC NJ       -  OLD ORCHARD LH                           313 24 18.1
 KU2808:UTM  18      -  OLD ORCHARD LH                           313 04 50.5
 KU2808
 KU2808|---------------------------------------------------------------------|
 KU2808| PID    Reference Object                     Distance      Geod. Az  |
 KU2808|                                                           dddmmss.s |
 KU2808| KV4510 OLD ORCHARD LH                      APPROX.12.5 KM 3134403.8 |
 KU2808|---------------------------------------------------------------------|
 KU2808
 KU2808                          SUPERSEDED SURVEY CONTROL
 KU2808
 KU2808  NAD 83(1996)-  40 26 04.39014(N)    073 59 31.85530(W) AD(       ) 3
 KU2808  NAD 83(1986)-  40 26 04.38975(N)    073 59 31.85512(W) AD(       ) 3
 KU2808  NAD 27      -  40 26 04.00200(N)    073 59 33.36100(W) AD(       ) 3
 KU2808
 KU2808.Superseded values are not recommended for survey control.
 KU2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2808.See file dsdata.txt to determine how the superseded data were derived.
 KU2808
 KU2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8548076478(NAD 83)
 KU2808_MARKER: DS = TRIANGULATION STATION DISK
 KU2808_SETTING: 0 = UNSPECIFIED SETTING
 KU2808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2808
 KU2808  HISTORY     - Date     Condition        Report By
 KU2808  HISTORY     - 1932     MONUMENTED       CGS
 KU2808  HISTORY     - 1933     GOOD             CGS
 KU2808  HISTORY     - 1949     MARK NOT FOUND   CGS
 KU2808  HISTORY     - 1962     MARK NOT FOUND   CGS
 KU2808  HISTORY     - 19920728 MARK NOT FOUND   USPSQD
 KU2808
 KU2808                          STATION DESCRIPTION
 KU2808
 KU2808'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU2808'THIS STATION IS ON THE W SIDE OF SANDY HOOK, JUST N OF SPERMACETI
 KU2808'COVE, ON THE DIRT KNOLL AT BATTERY MILLS.  IT IS LOCATED ATOP
 KU2808'AND IN THE NE CORNER OF THE HEAVY CONCRETE WALLS OF THE S
 KU2808'OBSERVATION PIT.  THE SOUTHERLY OF TWO FAIRLY PROMINENT 50 FEET
 KU2808'WOODEN FIRE-CONTROL TOWERS IS ATOP THIS SAME KNOLL 28 PACES
 KU2808'NORTHEASTWARD FROM THE STATION.  HUGE CIRCULAR CONCRETE GUN
 KU2808'BASES FLANK THE KNOLL TO N AND S.
 KU2808'
 KU2808'CENTER IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK (NO
 KU2808'NAME) CEMENTED IN A DRILL HOLE AND SET FLUSH IN THE TOP OF THE
 KU2808'CONCRETE WALL.  NO REFERENCE MARKS WERE PLACED.  REFERENCE
 KU2808'MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KU2808'
 KU2808'NORMAL TO N VERTICAL EDGE OF CONCRETE WALL 0.516 METERS
 KU2808'
 KU2808'NORMAL TO E VERTICAL EDGE OF CONCRETE WALL 0.455 METERS
 KU2808'
 KU2808'NORMAL TO S VERTICAL EDGE OF CONCRETE WALL 5.86 METERS
 KU2808'
 KU2808'TO INSIDE CORNER OF CONCRETE WALL 0.573 METERS
 KU2808'
 KU2808'THERE IS SUFFICIENT ROOM AND EXCELLENT FOOTING FOR A CENTRAL
 KU2808'TRIPOD SET-UP
 KU2808'
 KU2808'AIR-PHOTO CONTROL MEASUREMENTS ARE SHOWN ON THE ACCOMPANYING
 KU2808'SKETCH.
 KU2808'
 KU2808'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 KU2808
 KU2808                          STATION RECOVERY (1933)
 KU2808
 KU2808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KU2808'RECOVERED (IN GOOD CONDITION) AS ORIGINALLY DESCRIBED, WITH THE
 KU2808'FOLLOWING EXCEPTION--THE CENTER DISK IS NOW STAMPED MILLS-1932.
 KU2808
 KU2808                          STATION RECOVERY (1949)
 KU2808
 KU2808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WJC)
 KU2808'THOUGH THOROUGHLY SEARCHED FOR, NEITHER THE STATION NOR ANY
 KU2808'REFERENCE MARKS COULD BE FOUND.  THE ORDNANCE OFFICER AT FORT
 KU2808'HANCOCK, WHO HAS BEEN ON DUTY AT THIS POST FOR MORE THAN 30
 KU2808'YEARS, ADVISED THAT THE STATION AND REFERENCE MARKS WERE
 KU2808'DESTROYED WHEN THE EARTHWORKS OF BATTERY MILLS WERE COMPLETELY
 KU2808'CHANGED IN 1942.
 KU2808
 KU2808                          STATION RECOVERY (1962)
 KU2808
 KU2808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2808'NOT RECOVERED.  NO MARKS WERE FOUND AT THE TOP OF BATTERY MILLS.
 KU2808
 KU2808                          STATION RECOVERY (1992)
 KU2808
 KU2808'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5438 ***********************************************************************
 KV5438  DESIGNATION -  MILLTOWN WATER TANK
 KV5438  PID         -  KV5438
 KV5438  STATE/COUNTY-  NJ/MIDDLESEX
 KV5438  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5438
 KV5438                         *CURRENT SURVEY CONTROL
 KV5438  ___________________________________________________________________
 KV5438* NAD 83(1996)-  40 27 46.75347(N)    074 26 41.21069(W)     ADJUSTED  
 KV5438* NAVD 88     -                                                        
 KV5438  ___________________________________________________________________
 KV5438  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 KV5438  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV5438
 KV5438  HORZ ORDER  -  THIRD
 KV5438
 KV5438.The horizontal coordinates were established by classical geodetic methods
 KV5438.and adjusted by the National Geodetic Survey in September 1999..
 KV5438
 KV5438
 KV5438.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5438
 KV5438.The geoid height was determined by GEOID03.
 KV5438
 KV5438;                    North         East     Units Scale Factor Converg.
 KV5438;SPC NJ       -   180,920.393   154,682.916   MT  0.99990027   +0 02 09.0
 KV5438;SPC NJ       -   593,569.66    507,488.87   sFT  0.99990027   +0 02 09.0
 KV5438;UTM  18      - 4,479,294.328   547,071.832   MT  0.99962727   +0 21 37.2
 KV5438
 KV5438                          SUPERSEDED SURVEY CONTROL
 KV5438
 KV5438  NAD 83(1996)-  40 27 46.75337(N)    074 26 41.21239(W) AD(       ) 4
 KV5438  NAD 83(1986)-  40 27 46.75441(N)    074 26 41.21320(W) AD(       ) 4
 KV5438  NAD 27      -  40 27 46.37800(N)    074 26 42.66500(W) AD(       ) 3
 KV5438
 KV5438.Superseded values are not recommended for survey control.
 KV5438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5438.See file dsdata.txt to determine how the superseded data were derived.
 KV5438
 KV5438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4707279294(NAD 83)
 KV5438_MARKER: 51 = TANK
 KV5438
 KV5438  HISTORY     - Date     Condition        Report By
 KV5438  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5438
 KV5438                          STATION DESCRIPTION
 KV5438
 KV5438'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5438'STATION IS 500 FEET E OF N MAIN STREET, 75 FEET S OF ELKINS LANE
 KV5438'(DIRT ROAD).  APPROXIMATELY 1/8 MILE S OF U.S. HIGHWAY 1 AND
 KV5438'EASILY VISIBLE FROM THAT HIGHWAY.  HAYFIELD LIES DIRECTLY TO
 KV5438'W, A SMALL, YELLOW STUCCO, PUMPING STATION, IS LOCATED NEAR
 KV5438'BASE OF TANK, OLD TWO-STORY HOUSE, UNPAINTED, IS 200 FEET E OF
 KV5438'TANK ON S SIDE OF ELKINS LANE.  A LARGE, NEW, TWO-STORY
 KV5438'RED-BRICK HOUSE IS 300 FEET W OF TANK ON S SIDE OF ELKINS LANE.
 KV5438'NO OTHER HOUSES IN THE IMMEDIATE VICINITY.
 KV5438'
 KV5438'THE TANK IS SQUAT, PAINTED BLACK ALL OVER WITH BOROUGH OF
 KV5438'MILLTOWN PAINTED ON W AND E SIDES IN WHITE LETTERS WHICH ARE
 KV5438'BADLY WEATHERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5435 ***********************************************************************
 KV5435  DESIGNATION -  MILLTOWN WEST CHIMNEY
 KV5435  PID         -  KV5435
 KV5435  STATE/COUNTY-  NJ/MIDDLESEX
 KV5435  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5435
 KV5435                         *CURRENT SURVEY CONTROL
 KV5435  ___________________________________________________________________
 KV5435* NAD 83(1996)-  40 26 58.61177(N)    074 26 17.44324(W)     ADJUSTED  
 KV5435* NAVD 88     -                                                        
 KV5435  ___________________________________________________________________
 KV5435  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 KV5435  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV5435
 KV5435  HORZ ORDER  -  THIRD
 KV5435
 KV5435.The horizontal coordinates were established by classical geodetic methods
 KV5435.and adjusted by the National Geodetic Survey in September 1999..
 KV5435
 KV5435
 KV5435.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5435
 KV5435.The geoid height was determined by GEOID03.
 KV5435
 KV5435;                    North         East     Units Scale Factor Converg.
 KV5435;SPC NJ       -   179,435.963   155,243.850   MT  0.99990034   +0 02 24.4
 KV5435;SPC NJ       -   588,699.49    509,329.20   sFT  0.99990034   +0 02 24.4
 KV5435;SPC NY L     -    31,512.911   262,828.241   MT  1.00001918   -0 17 11.8
 KV5435;SPC NY L     -   103,388.61    862,295.65   sFT  1.00001918   -0 17 11.8
 KV5435;UTM  18      - 4,477,813.502   547,641.008   MT  0.99962794   +0 21 52.2
 KV5435
 KV5435                          SUPERSEDED SURVEY CONTROL
 KV5435
 KV5435  NAD 83(1996)-  40 26 58.61140(N)    074 26 17.44476(W) AD(       ) 4
 KV5435  NAD 83(1986)-  40 26 58.61203(N)    074 26 17.44730(W) AD(       ) 4
 KV5435  NAD 27      -  40 26 58.23000(N)    074 26 18.90000(W) AD(       ) 3
 KV5435
 KV5435.Superseded values are not recommended for survey control.
 KV5435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5435.See file dsdata.txt to determine how the superseded data were derived.
 KV5435
 KV5435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4764177814(NAD 83)
 KV5435_MARKER: 85 = CHIMNEY
 KV5435
 KV5435  HISTORY     - Date     Condition        Report By
 KV5435  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5435
 KV5435                          STATION DESCRIPTION
 KV5435
 KV5435'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9219 ***********************************************************************
 AA9219  SACS        -  This is a Secondary Airport Control Station.
 AA9219  DESIGNATION -  MILLVILLE CBL 150
 AA9219  PID         -  AA9219
 AA9219  STATE/COUNTY-  NJ/CUMBERLAND
 AA9219  USGS QUAD   -  DIVIDING CREEK (1986)
 AA9219
 AA9219                         *CURRENT SURVEY CONTROL
 AA9219  ___________________________________________________________________
 AA9219* NAD 83(1992)-  39 21 47.34525(N)    075 04 28.59746(W)     ADJUSTED  
 AA9219* NAVD 88     -        20.76   (meters)      68.1    (feet)  GPS OBS   
 AA9219  ___________________________________________________________________
 AA9219  X           -   1,271,796.528 (meters)                     COMP
 AA9219  Y           -  -4,771,253.055 (meters)                     COMP
 AA9219  Z           -   4,023,559.995 (meters)                     COMP
 AA9219  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 AA9219  ELLIP HEIGHT-         -13.19  (meters)          (09/23/02) GPS OBS
 AA9219  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 AA9219
 AA9219  HORZ ORDER  -  FIRST
 AA9219  ELLP ORDER  -  FOURTH    CLASS II
 AA9219
 AA9219.This mark is at Millville Airport (MIV)
 AA9219
 AA9219.The horizontal coordinates were established by GPS observations
 AA9219.and adjusted by the National Geodetic Survey in April 1998..
 AA9219
 AA9219.The orthometric height was determined by GPS observations and a
 AA9219.high-resolution geoid model.
 AA9219
 AA9219.GPS derived orthometric heights for airport stations designated as
 AA9219.PACS or SACS are published to 2 decimal places.  This maintains
 AA9219.centimeter relative accuracy between the PACS and SACS.  It does
 AA9219.not indicate centimeter accuracy relative to other marks which are
 AA9219.part of the NAVD 88 network.
 AA9219
 AA9219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9219
 AA9219.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9219
 AA9219.The ellipsoidal height was determined by GPS observations
 AA9219.and is referenced to NAD 83.
 AA9219
 AA9219.The geoid height was determined by GEOID03.
 AA9219
 AA9219;                    North         East     Units Scale Factor Converg.
 AA9219;SPC NJ       -    58,970.607   100,483.802   MT  0.99993018   -0 21 52.0
 AA9219;SPC NJ       -   193,472.73    329,670.61   sFT  0.99993018   -0 21 52.0
 AA9219;UTM  18      - 4,357,079.804   493,572.509   MT  0.99960051   -0 02 50.4
 AA9219
 AA9219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9219!SPC NJ       -   1.00000207  x   0.99993018  =   0.99993225
 AA9219!UTM  18      -   1.00000207  x   0.99960051  =   0.99960258
 AA9219
 AA9219                          SUPERSEDED SURVEY CONTROL
 AA9219
 AA9219  ELLIP H (04/02/98)  -13.21   (m)                       GP(       ) 4 2
 AA9219  NAD 83(1993)-  39 21 47.34547(N)    075 04 28.59748(W) AD(       ) 1
 AA9219  ELLIP H (11/30/95)  -13.18   (m)                       GP(       ) 4 2
 AA9219
 AA9219.Superseded values are not recommended for survey control.
 AA9219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9219.See file dsdata.txt to determine how the superseded data were derived.
 AA9219
 AA9219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9357357080(NAD 83)
 AA9219_MARKER: DQ = CALIBRATION BASE LINE DISK
 AA9219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9219_STAMPING: 150 1978
 AA9219_MARK LOGO: NGS   
 AA9219_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9219+STABILITY: SURFACE MOTION
 AA9219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9219+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1994
 AA9219
 AA9219  HISTORY     - Date     Condition        Report By
 AA9219  HISTORY     - 1979     MONUMENTED       NJDT
 AA9219  HISTORY     - 19910615 GOOD             CGS
 AA9219  HISTORY     - 19940824 GOOD             NGS
 AA9219
 AA9219                          STATION DESCRIPTION
 AA9219
 AA9219'DESCRIBED BY NJ DEPT OF TRANSP 1979
 AA9219'THE BASE LINE IS LOCATED ABOUT 3 MILES SOUTHWEST OF MILLVILLE, ALONG
 AA9219'THE EASTERN EDGE OF THE OLD NORTHEAST-SOUTHWEST RUNWAY AT THE
 AA9219'MILLVILLE MUNICIPAL AIRPORT.
 AA9219' 
 AA9219'TO REACH THE BASE LINE FROM THE AIRPORT ENTRANCE AT THE JUNCTION OF
 AA9219'CEDARVILLE ROAD (COUNTY ROUTE 10) AND BOGDEN BOULEVARD, GO SOUTHEAST
 AA9219'ON BOGDEN BOULEVARD FOR 0.3 MILE TO A FORK, BEAR RIGHT AND TAKE THE
 AA9219'CENTER ROAD (LEDDON ROAD) STRAIGHT AHEAD FOR 0.2 MILE TO LEWIS HAND
 AA9219'ROAD.  TURN LEFT ON LEWIS HAND ROAD AND GO EASTERLY FOR 0.05 MILE TO A
 AA9219'BARRICADE ACROSS THE ROAD.  PASS AROUND THE BARRICADE AND CONTINUE
 AA9219'EASTERLY FOR 0.15 MILE TO WHERE THE ROAD MEETS THE OLD
 AA9219'NORTHEAST-SOUTHWEST RUNWAY.  BEAR RIGHT, CROSS THE RUNWAY (1300 METER
 AA9219'POINT IS AT THIS END) AND GO SOUTHERLY ALONG THE EASTERN EDGE OF THE
 AA9219'OLD RUNWAY FOR 0.4 MILE TO WHERE IT JUNCTIONS WITH THE NEW RUNWAYS.
 AA9219'CROSS THE NEW RUNWAYS AND CONTINUE SOUTHERLY ON THE OLD RUNWAY FOR
 AA9219'0.45 MILE TO WHERE IT MEETS THE NORTH-SOUTH RUNWAY.  TURN LEFT ON THE
 AA9219'NORTH-SOUTH RUNWAY AND GO FOR 13 FEET TO THE METER POINT ON THE LEFT.
 AA9219' 
 AA9219'THE 0 METER POINT IS 100 FEET SOUTHWEST OF REFERENCE MARK NUMBER 1,
 AA9219'51.6 FEET NORTH OF REFERENCE MARK NUMBER 2, 32 FEET EAST OF THE EAST
 AA9219'EDGE OF THE NORTH-SOUTH RUNWAY AND 2.5 FEET SOUTHEAST OF A METAL
 AA9219'WITNESS POST.
 AA9219' 
 AA9219'ALL OF THE MARKS ARE STANDARD BASE LINE DISKS SET IN THE TOP OF
 AA9219'10-INCH ROUND CONCRETE MONUMENTS THAT PROJECT ABOUT 4 INCHES.  ALL OF
 AA9219'THE METER POINTS HAVE TWO REFERENCE MARKS AND AN UNDERGROUND MARK SET
 AA9219'ABOUT 5 FEET BELOW THE SURFACE.  ALL OF THE MARKS ARE STAMPED WITH
 AA9219'THEIR BASE LINE DESIGNATION AND THE YEAR 1978.
 AA9219' 
 AA9219'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON
 AA9219'THE SOUTHWEST END.  IT IS MADE UP OF THE 0, 150, 430, AND 1300 METER
 AA9219'POINTS WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET
 AA9219'NORTHEAST OF THE 0 METER POINT AND STAMPED 0 RM 1.
 AA9219' 
 AA9219'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE SURVEYORS
 AA9219'ASSOCIATION OF WEST JERSEY AND THE NEW JERSEY GEODETIC CONTROL SURVEY.
 AA9219'FOR FURTHER INFORMATION CONTACT MR. HAROLD W. NEIL, STATE TOPOGRAPHIC
 AA9219'ENGINEER, BUREAU OF GEOLOGY AND TOPOGRAPHY, DEPARTMENT OF
 AA9219'ENVIRONMENTAL PROTECTION, P.O. BOX 1390, TRENTON, NEW JERSEY 08625.
 AA9219'TELEPHONE 609-292-2576.
 AA9219
 AA9219                          STATION RECOVERY (1991)
 AA9219
 AA9219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1991
 AA9219'THE STATION IS LOCATED AT THE MILLVILLE MUNICIPAL AIRPORT ABOUT 500 FT
 AA9219'(152.4 M) NORTHEAST OF RUNWAY END 1.  THE STATION IS LOCATED 193.1 FT
 AA9219'(58.9 M) SOUTHEAST OF THE CENTERLINE OF THE OLD ABANDONED RUNWAY 5-23,
 AA9219'64.1 FT (19.5 M) NORTHWEST OF RM 2, 88.3 FT (26.9 M) SOUTHWEST OF RM
 AA9219'1, AND 2.1 FT (0.6 M) SOUTHEAST OF A METAL WITNESS POST.  THE STATION
 AA9219'IS A CALIBRATION BASELINE DISK, STAMPED 150 1978, AND IS SET IN THE
 AA9219'TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS 0.5 FT (15.2
 AA9219'CM) ABOVE THE GROUND.
 AA9219
 AA9219                          STATION RECOVERY (1994)
 AA9219
 AA9219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA9219'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTH SOUTHWEST OF
 AA9219'VINELAND, 10.0 MI (16.1 KM) SOUTHEAST OF BRIDGETON, 3.0 MI (4.8 KM)
 AA9219'SOUTHWEST OF MILLVILLE AND AT THE MILLVILLE MUNICIPAL AIRPORT, ABOUT
 AA9219'500 FT (152.4 M) NORTHEAST OF THE APPROACH END OF RUNWAY 01.
 AA9219'OWNERSHIP---CITY OF MILLVILLE, AIRPORT MANAGER, LEWIS B.  FINCH, 502
 AA9219'WEST MAIN STREET, MILLVILLE, N.J.  08332.  PHONE (609) 825-1244.
 AA9219'ADMINISTRATION BUILDING AT AIRPORT CAN ALSO GRANT CLEARANCE.
 AA9219' 
 AA9219'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 49 AND 47
 AA9219'IN MILLVILLE, GO WEST ON STATE HIGHWAY 49 FOR 0.25 MI (0.40 KM) TO THE
 AA9219'JUCTION OF PAVED ROAD LEFT, TURN LEFT AND GO SOUTHWEST ON COUNTY ROAD
 AA9219'555 (CEDAR) FOR 0.2 MI (0.3 KM) TO ROAD FORK, BEAR RIGHT AND GO
 AA9219'SOUTHWEST ON COUNTY ROAD 610 FOR 1.95 MI (3.14 KM) TO A PAVED ROAD
 AA9219'LEFT, TURN LEFT AND GO SOUTHEAST ON BOGDEN BOULEVARD FOR 0.35 MI (0.56
 AA9219'KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO SOUTH SOUTHWEST ON
 AA9219'PETERSON FOR 0.3 MI (0.5 KM) TO A T-JUCTION, TURN RIGHT AND GO
 AA9219'NORTHEAST ON LEDON FOR 0.1 MI (0.2 KM) TO THE ADMINISTRATION BUILDING
 AA9219'ON THE RIGHT AND A GATE AHEAD, PASS THROUGH GATE, TURN LEFT AND GO
 AA9219'WEST ACROSS A PARKING RAMP FOR 0.05 MI (0.08 KM) TO A TAXIWAY, TURN
 AA9219'LEFT AND GO SOUTH ON THE TAXIWAY FOR 0.05 MI (0.08 KM) TO THE
 AA9219'INTERSECTION OF THE PARALLEL TAXIWAY FOR RUNWAY 14/32, BEAR LEFT AND
 AA9219'GO SOUTHEAST ON THE PARALLEL TAXIWAY (B) FOR 0.4 MI (0.6 KM) TO THE
 AA9219'INTERSECTION OF A TAXIWAY (OLD RUNWAY 05/23) , TURN RIGHT AND GO
 AA9219'SOUTHWEST ON TAXIWAY (F) FOR 0.45 MI (0.72 KM) TO THE STATION ON THE
 AA9219'LEFT.
 AA9219' 
 AA9219'THE STATION IS 193.1 FT (58.9 M) SOUTHEAST OF THE CENTERLINE OF THE
 AA9219'TAXIWAY, 88.3 FT (26.9 M) SOUTHWEST OF RM 1, 64.1 FT (19.5 M)
 AA9219'NORTHWEST OF RM 2, 1.5 FT (0.5 M) SOUTH OF A METAL WITNESS POST AND
 AA9219'PROJECTING 0.5 FT (15.2 CM) ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4348 ***********************************************************************
 JU4348  DESIGNATION -  MILLVILLE CBL 430
 JU4348  PID         -  JU4348
 JU4348  STATE/COUNTY-  NJ/CUMBERLAND
 JU4348  USGS QUAD   -  DIVIDING CREEK (1986)
 JU4348
 JU4348                         *CURRENT SURVEY CONTROL
 JU4348  ___________________________________________________________________
 JU4348* NAD 83(1996)-  39 21 53.76439(N)    075 04 20.32492(W)     ADJUSTED  
 JU4348* NAVD 88     -        21.3    (meters)      70.     (feet)  GPS OBS   
 JU4348  ___________________________________________________________________
 JU4348  X           -   1,271,955.637 (meters)                     COMP
 JU4348  Y           -  -4,771,081.083 (meters)                     COMP
 JU4348  Z           -   4,023,713.351 (meters)                     COMP
 JU4348  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 JU4348  ELLIP HEIGHT-         -12.71  (meters)          (10/23/02) GPS OBS
 JU4348  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JU4348
 JU4348  HORZ ORDER  -  FIRST
 JU4348  ELLP ORDER  -  FOURTH    CLASS I
 JU4348
 JU4348.This mark is at Millville Airport (MIV)
 JU4348
 JU4348.The horizontal coordinates were established by GPS observations
 JU4348.and adjusted by the National Geodetic Survey in May 1999..
 JU4348
 JU4348.The orthometric height was determined by GPS observations and a
 JU4348.high-resolution geoid model.
 JU4348
 JU4348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4348
 JU4348.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4348
 JU4348.The ellipsoidal height was determined by GPS observations
 JU4348.and is referenced to NAD 83.
 JU4348
 JU4348.The geoid height was determined by GEOID03.
 JU4348
 JU4348;                    North         East     Units Scale Factor Converg.
 JU4348;SPC NJ       -    59,167.295   100,683.078   MT  0.99992994   -0 21 46.8
 JU4348;SPC NJ       -   194,118.03    330,324.40   sFT  0.99992994   -0 21 46.8
 JU4348;UTM  18      - 4,357,277.527   493,770.628   MT  0.99960048   -0 02 45.1
 JU4348
 JU4348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4348!SPC NJ       -   1.00000199  x   0.99992994  =   0.99993193
 JU4348!UTM  18      -   1.00000199  x   0.99960048  =   0.99960247
 JU4348
 JU4348|---------------------------------------------------------------------|
 JU4348| PID    Reference Object                     Distance      Geod. Az  |
 JU4348|                                                           dddmmss.s |
 JU4348| JU0995 Z 58                                339.845 METERS 03930     |
 JU4348|---------------------------------------------------------------------|
 JU4348
 JU4348                          SUPERSEDED SURVEY CONTROL
 JU4348
 JU4348  ELLIP H (05/14/99)  -12.72   (m)                       GP(       ) 4 1
 JU4348  ELLIP H (10/16/98)  -12.71   (m)                       GP(       ) 3 1
 JU4348  ELLIP H (08/04/95)  -12.77   (m)                       GP(       ) 3 1
 JU4348  NAD 83(1992)-  39 21 53.76375(N)    075 04 20.32439(W) AD(       ) 1
 JU4348
 JU4348.Superseded values are not recommended for survey control.
 JU4348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4348.See file dsdata.txt to determine how the superseded data were derived.
 JU4348
 JU4348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9377157278(NAD 83)
 JU4348_MARKER: DQ = CALIBRATION BASE LINE DISK
 JU4348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4348_SP_SET: CONCRETE POST
 JU4348_STAMPING: 430 1978
 JU4348_MARK LOGO: NGS   
 JU4348_PROJECTION: FLUSH
 JU4348_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4348+STABILITY: SURFACE MOTION
 JU4348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4348+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1997
 JU4348
 JU4348  HISTORY     - Date     Condition        Report By
 JU4348  HISTORY     - 1979     MONUMENTED       NJDT
 JU4348  HISTORY     - 19910615 GOOD             CGS
 JU4348  HISTORY     - 19921204 GOOD             NJGS
 JU4348  HISTORY     - 19940831 GOOD             NJGS
 JU4348  HISTORY     - 19970121 GOOD             NGS
 JU4348
 JU4348                          STATION DESCRIPTION
 JU4348
 JU4348'DESCRIBED BY NJ DEPT OF TRANSP 1979
 JU4348'THE BASE LINE IS LOCATED ABOUT 3 MILES SOUTHWEST OF MILLVILLE, ALONG
 JU4348'THE EASTERN EDGE OF THE OLD NORTHEAST-SOUTHWEST RUNWAY AT THE
 JU4348'MILLVILLE MUNICIPAL AIRPORT.
 JU4348' 
 JU4348'TO REACH THE BASE LINE FROM THE AIRPORT ENTRANCE AT THE JUNCTION OF
 JU4348'CEDARVILLE ROAD (COUNTY ROUTE 10) AND BOGDEN BOULEVARD, GO SOUTHEAST
 JU4348'ON BOGDEN BOULEVARD FOR 0.3 MILE TO A FORK, BEAR RIGHT AND TAKE THE
 JU4348'CENTER ROAD (LEDDON ROAD) STRAIGHT AHEAD FOR 0.2 MILE TO LEWIS HAND
 JU4348'ROAD.  TURN LEFT ON LEWIS HAND ROAD AND GO EASTERLY FOR 0.05 MILE TO A
 JU4348'BARRICADE ACROSS THE ROAD.  PASS AROUND THE BARRICADE AND CONTINUE
 JU4348'EASTERLY FOR 0.15 MILE TO WHERE THE ROAD MEETS THE OLD
 JU4348'NORTHEAST-SOUTHWEST RUNWAY.  BEAR RIGHT, CROSS THE RUNWAY (1300 METER
 JU4348'POINT IS AT THIS END) AND GO SOUTHERLY ALONG THE EASTERN EDGE OF THE
 JU4348'OLD RUNWAY FOR 0.4 MILE TO WHERE IT JUNCTIONS WITH THE NEW RUNWAYS.
 JU4348'CROSS THE NEW RUNWAYS AND CONTINUE SOUTHERLY ON THE OLD RUNWAY FOR
 JU4348'0.45 MILE TO WHERE IT MEETS THE NORTH-SOUTH RUNWAY.  TURN LEFT ON THE
 JU4348'NORTH-SOUTH RUNWAY AND GO FOR 13 FEET TO THE METER POINT ON THE LEFT.
 JU4348' 
 JU4348'THE 0 METER POINT IS 100 FEET SOUTHWEST OF REFERENCE MARK NUMBER 1,
 JU4348'51.6 FEET NORTH OF REFERENCE MARK NUMBER 2, 32 FEET EAST OF THE EAST
 JU4348'EDGE OF THE NORTH-SOUTH RUNWAY AND 2.5 FEET SOUTHEAST OF A METAL
 JU4348'WITNESS POST.
 JU4348' 
 JU4348'ALL OF THE MARKS ARE STANDARD BASE LINE DISKS SET IN THE TOP OF
 JU4348'10-INCH ROUND CONCRETE MONUMENTS THAT PROJECT ABOUT 4 INCHES.  ALL OF
 JU4348'THE METER POINTS HAVE TWO REFERENCE MARKS AND AN UNDERGROUND MARK SET
 JU4348'ABOUT 5 FEET BELOW THE SURFACE.  ALL OF THE MARKS ARE STAMPED WITH
 JU4348'THEIR BASE LINE DESIGNATION AND THE YEAR 1978.
 JU4348' 
 JU4348'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON
 JU4348'THE SOUTHWEST END.  IT IS MADE UP OF THE 0, 150, 430, AND 1300 METER
 JU4348'POINTS WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET
 JU4348'NORTHEAST OF THE 0 METER POINT AND STAMPED 0 RM 1.
 JU4348' 
 JU4348'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE SURVEYORS
 JU4348'ASSOCIATION OF WEST JERSEY AND THE NEW JERSEY GEODETIC CONTROL SURVEY.
 JU4348'FOR FURTHER INFORMATION CONTACT MR. HAROLD W. NEIL, STATE TOPOGRAPHIC
 JU4348'ENGINEER, BUREAU OF GEOLOGY AND TOPOGRAPHY, DEPARTMENT OF
 JU4348'ENVIRONMENTAL PROTECTION, P.O. BOX 1390, TRENTON, NEW JERSEY 08625.
 JU4348'TELEPHONE 609-292-2576.
 JU4348
 JU4348                          STATION RECOVERY (1991)
 JU4348
 JU4348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1991
 JU4348'THE STATION IS LOCATED AT THE MILLVILLE MUNICIPAL AIRPORT SOUTH OF THE
 JU4348'INTERSECTION OF THE TWO RUNWAY 10-28 AND 14-32 AND THE OLD ABANDONED
 JU4348'RUNWAY 5-23.  THE STATION IS LOCATED 626 FT (190.8 M) SOUTHWEST OF AN
 JU4348'ASPHALT AND CONCRETE JOINT ON THE OLD RUNWAY 5-23 (ON CENTERLINE) ,
 JU4348'192.3 FT (58.6 M) NORTHEAST OF THE CENTER OF A PAINTED X IN THE CENTER
 JU4348'OF THE OLD RUNWAY 5-23, 192.8 FT (58.8 M) SOUTHEAST OF THE CENTERLINE
 JU4348'OF THE OLD RUNWAY 5-23, 76.5 FT (23.3 M) NORTH OF RM 2, 75.4 FT (23.0
 JU4348'M) WEST OF RM 1, AND 2 FT (0.6 M) SOUTHEAST OF A METAL WITNESS POST.
 JU4348'THE STATION IS A CALIBRATION BASELINE DISK, STAMPED 430 1978, SET IN
 JU4348'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 0.5
 JU4348'FT (15.2 CM) ABOVE THE GROUND.
 JU4348
 JU4348                          STATION RECOVERY (1992)
 JU4348
 JU4348'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 JU4348'THE BASE LINE IS LOCATED ABOUT 3 MI (4.8 KM) SOUTHWEST OF MILLVILLE,
 JU4348'ALONG THE EASTERN EDGE OF THE OLD NORTHEAST,SOUTHWEST RUNWAY AT THE
 JU4348'MILLVILLE MUNICIPAL AIRPORT.  TO REACH THE BASE LINE FROM THE AIRPORT
 JU4348'ENTRANCE AT THE JUNCTION OF CEDARVILLE ROAD, COUNTY ROAD 10, AND
 JU4348'BOGDEN BOULEVARD, GO SOUTHEAST ON BOGDEN BOULEVARD FOR 0.3 MI
 JU4348'(0.5 KM) TO A FORK, BEAR RIGHT AND TAKE THE CENTER ROAD, LEDDON ROAD,
 JU4348'STRAIGHT AHEAD FOR 0.2 MI (0.3 KM) TO LEWIS HAND ROAD.  TURN LEFT ON
 JU4348'LEWIS HAND ROAD AND GO SOUTHEASTERLY FOR 0.05 MI (0.08 KM) TO A
 JU4348'BARRICADE ACROSS THE ROAD.  PASS AROUND THE BARRICADE AND CONTINUE
 JU4348'EASTERLY FOR 0.55 MI (0.89 KM) TO WHERE THE ROAD MEETS THE OLD
 JU4348'NORTHEAST, SOUTHWEST RUNWAY.  BEAR RIGHT, CROSS THE RUNWAY, THE 1300
 JU4348'METER POINT IS AT THIS END, AND GO SOUTHERLY ALONG THE EASTERN EDGE
 JU4348'OF THE OLD RUNWAY FOR 0.4 MI (0.6 KM) TO WHERE IT JUNCTIONS WITH THE
 JU4348'NEW RUNWAYS.  CROSS THE NEW RUNWAYS AND CONTINUE SOUTHERLY ON THE OLD
 JU4348'RUNWAY FOR O.45 MI TO WHERE IT MEETS THE NORTH, SOUTH RUNWAY.  TURN
 JU4348'LEFT ON THE NORTH, SOUTH RUNWAY AND GO SOUTH FOR 137 FT (41.8 M) TO
 JU4348'THE 0 STATION ON THE LEFT.  THE STATION IS 100 FT (30.5 M) SOUTHWEST
 JU4348'OF REFERENCE MARK NUMBER 1, 51.6 FT (15.7 M) NORTH OF REFERENCE MARK
 JU4348'2, 32 FT (9.8 M) EAST OF THE EAST EDGE OF THE NORTH, SOUTH RUNWAY AND
 JU4348'2.5 FT (0.8 M) SOUTHEAST OF A METAL WITNESS POST.
 JU4348'ALL OF THE MARKS ARE STANDARD BASE LINE DISKS SET IN THE TOP OF 10 IN
 JU4348'ROUND CONCRETE MONUMENTS PROJECTING ABOUT 4 IN ABOVE THE GROUND.  ALL
 JU4348'OF THE METER POINTS HAVE TWO REFERENCE MARKS AND AN UNDERGROUND MARK
 JU4348'SET ABOUT 5 FT (1.5 M) BELOW THE SURFACE.  ALL OF THE MARKS ARE
 JU4348'STAMPED WITH THEIR BASELINE DESIGNATION AND THE YEAR 1978.
 JU4348'THE BASE LINE IS A NORTHEAST, SOUTHWEST LINE WITH THE 0 METER STATION
 JU4348'AT THE SOUTHWEST END.  IT IS MADE UP OF THE 0, 150, 430, AND 1300
 JU4348'METER STATIONS WITH A POINT FOR THE CALIBRATION OF 100 FT (30.5 M)
 JU4348'TAPES SET NORTHEAST OF THE 0 METER STATION AND STAMPED 0 RM 1.
 JU4348'AN APRON PERMIT MUST BE OBTAINED AT ATHE MANAGERS OFFICE PRIOR TO
 JU4348'ENTRANCE ONTO THE AIRPORT RUNWAY.
 JU4348
 JU4348                          STATION RECOVERY (1994)
 JU4348
 JU4348'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 JU4348'RECOVERED AS DESCRIBED IN GPS571 PROJECT.
 JU4348
 JU4348                          STATION RECOVERY (1997)
 JU4348
 JU4348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 JU4348'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3348 ***********************************************************************
 JU3348  DESIGNATION -  MILLVILLE TALL SMOKESTACK
 JU3348  PID         -  JU3348
 JU3348  STATE/COUNTY-  NJ/CUMBERLAND
 JU3348  USGS QUAD   -  MILLVILLE (1997)
 JU3348
 JU3348                         *CURRENT SURVEY CONTROL
 JU3348  ___________________________________________________________________
 JU3348* NAD 83(1996)-  39 24 03.33191(N)    075 02 53.74252(W)     ADJUSTED  
 JU3348* NAVD 88     -                                                        
 JU3348  ___________________________________________________________________
 JU3348  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 JU3348  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JU3348
 JU3348  HORZ ORDER  -  THIRD
 JU3348
 JU3348.The horizontal coordinates were established by classical geodetic methods
 JU3348.and adjusted by the National Geodetic Survey in September 1999..
 JU3348
 JU3348
 JU3348.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3348
 JU3348.The geoid height was determined by GEOID03.
 JU3348
 JU3348;                    North         East     Units Scale Factor Converg.
 JU3348;SPC NJ       -    63,149.896   102,779.827   MT  0.99992744   -0 20 52.8
 JU3348;SPC NJ       -   207,184.28    337,203.48   sFT  0.99992744   -0 20 52.8
 JU3348;SPC DE       -   155,580.420   231,732.586   MT  1.00000739   +0 14 01.8
 JU3348;SPC DE       -   510,433.43    760,275.99   sFT  1.00000739   +0 14 01.8
 JU3348;UTM  18      - 4,361,270.366   495,844.612   MT  0.99960021   -0 01 50.3
 JU3348
 JU3348                          SUPERSEDED SURVEY CONTROL
 JU3348
 JU3348  NAD 83(1991)-  39 24 03.32324(N)    075 02 53.74139(W) AD(       ) 4
 JU3348  NAD 83(1986)-  39 24 03.31447(N)    075 02 53.74141(W) AD(       ) 4
 JU3348  NAD 27      -  39 24 02.89700(N)    075 02 55.11300(W) AD(       ) 3
 JU3348
 JU3348.Superseded values are not recommended for survey control.
 JU3348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3348.See file dsdata.txt to determine how the superseded data were derived.
 JU3348
 JU3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9584561270(NAD 83)
 JU3348_MARKER: 63 = STACK
 JU3348
 JU3348  HISTORY     - Date     Condition        Report By
 JU3348  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU3348  HISTORY     - 1970     GOOD             NGS
 JU3348  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 JU3348
 JU3348                          STATION DESCRIPTION
 JU3348
 JU3348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU3348'STATION RECOVERED.  ABOUT FIFTY FEET OF THE TOP PORTION OF THE
 JU3348'STACK HAS BEEN REMOVED.  THERE WAS NO PREVIOUS DESCRIPTION.
 JU3348'
 JU3348'STATION IS LOCATED AT THE MILLVILLE FINISHING AND DYEING
 JU3348'COMPANY ON COLUMBIA AVENUE.  IT IS A ROUND METAL STACK ABOUT
 JU3348'150 FEET HIGH.
 JU3348'
 JU3348'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3348'AT MILLVILLE.
 JU3348
 JU3348                          STATION RECOVERY (1995)
 JU3348
 JU3348'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU3348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2620 ***********************************************************************
 LY2620  DESIGNATION -  MILTON
 LY2620  PID         -  LY2620
 LY2620  STATE/COUNTY-  NJ/MORRIS
 LY2620  USGS QUAD   -  FRANKLIN (1971)
 LY2620
 LY2620                         *CURRENT SURVEY CONTROL
 LY2620  ___________________________________________________________________
 LY2620* NAD 83(1996)-  41 00 30.93064(N)    074 32 25.74104(W)     ADJUSTED  
 LY2620* NAVD 88     -       416.6    (meters)    1367.     (feet)  VERTCON   
 LY2620  ___________________________________________________________________
 LY2620  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 LY2620  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LY2620
 LY2620  HORZ ORDER  -  FIRST
 LY2620
 LY2620.The horizontal coordinates were established by classical geodetic methods
 LY2620.and adjusted by the National Geodetic Survey in September 1999..
 LY2620
 LY2620.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2620
 LY2620.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2620
 LY2620.The geoid height was determined by GEOID03.
 LY2620
 LY2620;                    North         East     Units Scale Factor Converg.
 LY2620;SPC NJ       -   241,502.417   146,594.686   MT  0.99990014   -0 01 35.6
 LY2620;SPC NJ       -   792,329.18    480,952.73   sFT  0.99990014   -0 01 35.6
 LY2620;UTM  18      - 4,539,812.515   538,641.070   MT  0.99961838   +0 18 05.5
 LY2620
 LY2620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2620!SPC NJ       -   0.99993975  x   0.99990014  =   0.99983989
 LY2620!UTM  18      -   0.99993975  x   0.99961838  =   0.99955815
 LY2620
 LY2620|---------------------------------------------------------------------|
 LY2620| PID    Reference Object                     Distance      Geod. Az  |
 LY2620|                                                           dddmmss.s |
 LY2620| CB4705 MILTON RM 2                          19.630 METERS 00516     |
 LY2620| LY2560 CEDAR                               APPROX.14.8 KM 0441611.4 |
 LY2620| CB4704 MILTON RM 1                          14.607 METERS 23719     |
 LY2620| LY2621 MILTON LOT                            9.694 METERS 33427     |
 LY2620|---------------------------------------------------------------------|
 LY2620
 LY2620                          SUPERSEDED SURVEY CONTROL
 LY2620
 LY2620  NAD 83(1996)-  41 00 30.93006(N)    074 32 25.74153(W) AD(       ) 1
 LY2620  NAD 83(1986)-  41 00 30.93034(N)    074 32 25.74270(W) AD(       ) 1
 LY2620  NAD 27      -  41 00 30.57538(N)    074 32 27.18653(W) AD(       ) 1
 LY2620  NGVD 29 (07/19/86)  416.8    (m)         1367.     (f) VERT ANG       
 LY2620
 LY2620.Superseded values are not recommended for survey control.
 LY2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2620.See file dsdata.txt to determine how the superseded data were derived.
 LY2620
 LY2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3864139813(NAD 83)
 LY2620_MARKER: DH = HORIZONTAL CONTROL DISK
 LY2620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2620_SP_SET: CONCRETE POST
 LY2620_STAMPING: MILTON 1973
 LY2620_MARK LOGO: NGS   
 LY2620_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2620+STABILITY: SURFACE MOTION
 LY2620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2620+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 LY2620
 LY2620  HISTORY     - Date     Condition        Report By
 LY2620  HISTORY     - 1974     MONUMENTED       NGS
 LY2620  HISTORY     - 1974     GOOD             NGS
 LY2620  HISTORY     - 19910703 GOOD             NJGS
 LY2620  HISTORY     - 20050622 GOOD             GEOCAC
 LY2620
 LY2620                          STATION DESCRIPTION
 LY2620
 LY2620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 LY2620'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF DOVER, 4 MILES
 LY2620'SOUTHWEST OF OAK RIDGE AND 1 MILE SOUTH-SOUTHWEST OF MILTON
 LY2620'ON BOWLING GREEN MOUNTAIN ON PROPERTY OWNED BY THE STATE OF
 LY2620'NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF
 LY2620'FORESTRY AND FIRE SERVICE.
 LY2620'
 LY2620'TO REACH THE STATION FROM THE POST OFFICE IN OAK RIDGE, GO
 LY2620'SOUTHWESTERLY FOLLOWING MAIN PAVED ROAD FOR 2.5 MILES TO A
 LY2620'SIDE ROAD RIGHT, MILTON ROAD.  TURN RIGHT AND GO SOUTHWESTERLY
 LY2620'FOLLOWING MILTON ROAD FOR 1.0 MILE TO THE INTERSECTION OF
 LY2620'LEGION ROAD, CONTINUE AHEAD FOR 0.2 MILE TO THE JEFFERSON
 LY2620'FIRE COMPANY NO. 1 MILTON FIRE HOUSE ON THE RIGHT.  CONTINUE
 LY2620'AHEAD FOR 0.5 MILE TO A SIDE ROAD LEFT, WELDON ROAD.  TURN
 LY2620'LEFT AND GO WESTERLY ON WELDON ROAD FOR 0.1 MILE TO A SIDE
 LY2620'ROAD LEFT, TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR 0.1
 LY2620'MILE TO A LOCKED GATE, PASS THROUGH GATE AND CONTINUE ON
 LY2620'FOLLOWING WOODS ROAD UP GRADE FOR 1.0 MILE TO THE LOOKOUT
 LY2620'TOWER AND STATION.
 LY2620'
 LY2620'THE STATION MARK, A STANDARD DISK STAMPED MILTON 1973, SET
 LY2620'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 LY2620'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 20
 LY2620'FEET SOUTH OF SOUTHEAST LEG OF LOOKOUT TOWER AND 5.2 FEET
 LY2620'WEST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 LY2620'
 LY2620'REFERENCE MARK 1, A STANDARD DISK STAMPED MILTON NO 1 1973,
 LY2620'CEMENTED IN A DRILL HOLE IN A SMALL OUTCROP OF BEDROCK AND
 LY2620'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 61 FEET
 LY2620'SOUTH-SOUTHWEST OF THE CENTER OF THE LOOKOUT TOWER, 52.6 FEET
 LY2620'WEST-SOUTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED
 LY2620'AND IN THE CENTER OF A SMALL CLEARING.
 LY2620'
 LY2620'REFERENCE MARK 2, A STANDARD DISK STAMPED MILTON NO 2 1973,
 LY2620'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS 3
 LY2620'FEET BY 7 FEET AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 LY2620'GROUND.  IT IS 40.1 FEET NORTHEAST OF THE CENTER OF THE
 LY2620'LOOKOUT TOWER, 20 FEET EAST OF THE CENTER OF A TRACK ROAD AND
 LY2620'26 FEET WEST OF A ROCK FIRE PLACE.
 LY2620'
 LY2620'REFERENCE MARK 3, A STANDARD DISK STAMPED MILTON NO 3 1973,
 LY2620'CEMENTED IN A DRILL HOLE IN A LONG NARROW OUTCROP OF BEDROCK
 LY2620'6 FEET WIDE BY 100 FEET LONG AND PROJECTS 2 INCHES ABOVE
 LY2620'GROUND SURFACE.  IT IS 70 FEET NORTH OF THE APPROXIMATE
 LY2620'CENTER OF A TRACK ROAD, 31 FEET NORTHWEST OF A TELEPHONE POLE
 LY2620'AND 2.9 FEET NORTH OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 LY2620'
 LY2620'MILTON LOOKOUT TOWER, IS A SQUARE WOOD CAGE, 95 FEET IN
 LY2620'HEIGHT, WHITE IN COLOR, HAS A CONICAL SHAPED ROOF AND IS
 LY2620'SUPPORTED BY 4 STEEL LEGS.
 LY2620'
 LY2620'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 LY2620
 LY2620                          STATION RECOVERY (1974)
 LY2620
 LY2620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LY2620'RECOVERED IN GOOD CONDITION.
 LY2620
 LY2620                          STATION RECOVERY (1991)
 LY2620
 LY2620'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 LY2620'THE STATION IS LOCATED IN JEFFERSON TOWNSHIP IN MORRIS COUNTY ON ONE
 LY2620'OF THE SUMMITS OF BOWLING GREEN MOUNTAIN AND NEAR THE MILTON LOOKOUT
 LY2620'TOWER.  THE PROPERTY IS OWNED BY THE NEW JERSEY DEPARTMENT OF
 LY2620'ENVIRONMENTAL PROTECTION, DIVISION OF FORESTRY AND FIRE SERVICE.
 LY2620'PERMISSION TO OCCUPY THE STATION MUST BE OBTAINED FROM MR. JOHN
 LY2620'HEADLEY, WELDON ROAD, MILTON, N.J. 07438, PHONE  201 697 3576.  MR
 LY2620'HEADLEY OWNS THE ENTRANCE ROAD UP TO THE STATION AND HE REQUESTS THAT
 LY2620'HE BE NOTIFIED PRIOR TO ITS OCCUPATION.  TO REACH THE STATION FROM
 LY2620'THE JUNCTION OF INTERSTATE HIGHWAY 80 WESTBOUND AND THE RAMP TO STATE
 LY2620'HIGHWAY 15 NORTHBOUND, GO NORTHEAST ON STATE HIGHWAY 15 FOR 2.0 MI
 LY2620'(3.2 KM) TO BERSHIRE VALLEY ROAD ON THE RIGHT.  TURN RIGHT AND GO
 LY2620'NORTHEAST ON BERKSHIRE VALLEY ROAD FOR 6.2 MI (10.0 KM) TO A FORK.
 LY2620'BEAR LEFT ON DOVER MILTON ROAD AND GO 1.4 MI (2.3 KM) TO A STOP SIGN
 LY2620'AT A TEE INTERSECTION.  THE JEFFERSON TOWNSHIP FIRE COMPANY NUMBER 1
 LY2620'IS TO THE RIGHT AND THE JEFFERSON TOWNSHIP MUSEUM IS TO THE LEFT.
 LY2620'BEAR TO THE LEFT, STAYING ON DOVER MILTON AND GO 0.45 MI (0.72 KM)
 LY2620'TO A WHY JUNCTION WITH RUSSIA ROAD AND WELDON ROAD.  TAKE THE LEFT
 LY2620'FORK AND GO 0.1 MI (0.2 KM) ON WELDON ROAD TO A SIDE ROAD ON THE
 LY2620'LEFT.  TURN LEFT AND GO SOUTH ON A GRAVEL ROAD FOR 0.1 MI (0.2 KM) TO
 LY2620'A LOCKED GATE. PASS THROUGH THE GATE AND CONTINUE UPHILL FOR 1.0 MI
 LY2620'(1.6 KM) TO THE LOOKOUT TOWER AND THE STATION.  THE STATION IS 20 FT
 LY2620'(6.1 M) SOUTH FROM THE SOUTHEAST LEG OF THE LOOKOUT TOWER.  THE
 LY2620'STATION, STAMPED MILTON 1973 IS SET IN THE TOP OF A 12 INCH
 LY2620'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE THE
 LY2620'GROUND.
 LY2620
 LY2620                          STATION RECOVERY (2005)
 LY2620
 LY2620'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 LY2620'PARKED ON WELDON ROAD, JUST EAST OF THE JEFFERSON MIDDLE SCHOOL, AT
 LY2620'MAHLON DICKINSON RESERVATION, AT A SPOT LISTED FOR FUTURE DEVELOPMENT.
 LY2620'HIKED SOUTH PAST LOCKED GATE.  (THE AREA IS OPEN ON WEEKENDS.)  HIKED
 LY2620'ABOUT A HALF MILE TO THE LOCKED GATE LEADING UP BOWLING GREEN MOUNTAIN
 LY2620'TO THE MORRIS COUNTY CELL TOWER.  HIKED UP THE SERVICE ROAD TO THE
 LY2620'CELL TOWER.  PROCEEDED EAST ALONG TRAIL TO THE STATION.
 LY2620'STATION IS IN GOOD CONDITION, THOUGH HARD TO FIND, BURIED IN A BED OF
 LY2620'FERNS.  NJ FOREST SERVICE MEMBER HELPED ME FIND IT.
 LY2620'RM1 WAS EASY TO FIND BY DESCRIPTION.  IT IS IN GOOD CONDITION.
 LY2620'RM2 WAS LOCATED BY DESCRIPTION.  THE DISK IS MISSING.  ONLY THE STEM
 LY2620'REMAINS.
 LY2620'RM3 WAS HARDER TO LOCATE.  MY GPS READ N 41 00.593 W 74 32.427.  IT IS
 LY2620'MISSING.  ALL THAT REMAINS IS THE CEMENT ON THE OUTCROPPING OF
 LY2620'BEDROCK.
 LY2620'NO WITNESS POSTS WERE OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2621 ***********************************************************************
 LY2621  DESIGNATION -  MILTON LOT
 LY2621  PID         -  LY2621
 LY2621  STATE/COUNTY-  NJ/MORRIS
 LY2621  USGS QUAD   -  FRANKLIN (1971)
 LY2621
 LY2621                         *CURRENT SURVEY CONTROL
 LY2621  ___________________________________________________________________
 LY2621* NAD 83(1996)-  41 00 31.21414(N)    074 32 25.91999(W)     ADJUSTED  
 LY2621* NAVD 88     -                                                        
 LY2621  ___________________________________________________________________
 LY2621  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 LY2621  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LY2621
 LY2621  HORZ ORDER  -  THIRD
 LY2621
 LY2621.The horizontal coordinates were established by classical geodetic methods
 LY2621.and adjusted by the National Geodetic Survey in September 1999..
 LY2621.No horizontal observational check was made to the station.
 LY2621
 LY2621
 LY2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2621
 LY2621.The geoid height was determined by GEOID03.
 LY2621
 LY2621;                    North         East     Units Scale Factor Converg.
 LY2621;SPC NJ       -   241,511.164   146,590.509   MT  0.99990014   -0 01 35.7
 LY2621;SPC NJ       -   792,357.88    480,939.03   sFT  0.99990014   -0 01 35.7
 LY2621;UTM  18      - 4,539,821.235   538,636.844   MT  0.99961837   +0 18 05.4
 LY2621
 LY2621                          SUPERSEDED SURVEY CONTROL
 LY2621
 LY2621  NAD 83(1996)-  41 00 31.21357(N)    074 32 25.92047(W) AD(       ) 4
 LY2621  NAD 83(1986)-  41 00 31.21387(N)    074 32 25.92158(W) AD(       ) 4
 LY2621  NAD 27      -  41 00 30.85889(N)    074 32 27.36547(W) AD(       ) 3
 LY2621
 LY2621.Superseded values are not recommended for survey control.
 LY2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2621.See file dsdata.txt to determine how the superseded data were derived.
 LY2621
 LY2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3863739821(NAD 83)
 LY2621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2621+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 LY2621
 LY2621  HISTORY     - Date     Condition        Report By
 LY2621  HISTORY     - 1974     MONUMENTED       NGS
 LY2621  HISTORY     - 20050622 GOOD             GEOCAC
 LY2621
 LY2621                          STATION DESCRIPTION
 LY2621
 LY2621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 LY2621'THE MILTON LOOKOUT TOWER IS LOCATED 3 MILES SOUTHWEST OF OAK
 LY2621'RIDGE ON THE TOP OF BOWLING GREEN MOUNTAIN, AND OWNED BY THE
 LY2621'STATE OF NEW JERSEY.  IT IS A SQUARE WOOD CAGE, 95 FEET IN
 LY2621'HEIGHT, WHITE IN COLOR, HAS A CONICAL SHAPED ROOF AND IS
 LY2621'SUPPORTED BY 4 STEEL LEGS WITH A BASE OF 15.5 FEET.
 LY2621'
 LY2621'THE POINT INTERSECTED WAS THE TOP-CENTER.
 LY2621
 LY2621                          STATION RECOVERY (2005)
 LY2621
 LY2621'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 LY2621'PARKED ON WELDON ROAD, JUST EAST OF THE JEFFERSON MIDDLE SCHOOL, AT
 LY2621'MAHLON DICKINSON RESERVATION, AT A SPOT LISTED FOR FUTURE DEVELOPMENT.
 LY2621'HIKED SOUTH PAST LOCKED GATE.  (THE AREA IS OPEN ON WEEKENDS.)  HIKED
 LY2621'ABOUT A HALF MILE TO THE LOCKED GATE LEADING UP BOWLING GREEN MOUNTAIN
 LY2621'TO THE MORRIS COUNTY CELL TOWER.  HIKED UP THE SERVICE ROAD TO THE
 LY2621'CELL TOWER.  PROCEEDED EAST ALONG TRAIL TO THE STATION.  FOUND EASILY.
 LY2621' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5784 ***********************************************************************
 KV5784  DESIGNATION -  MIT
 KV5784  PID         -  KV5784
 KV5784  STATE/COUNTY-  NJ/MORRIS
 KV5784  USGS QUAD   -  DOVER (1981)
 KV5784
 KV5784                         *CURRENT SURVEY CONTROL
 KV5784  ___________________________________________________________________
 KV5784* NAD 83(1996)-  40 52 55.54641(N)    074 36 17.03431(W)     ADJUSTED  
 KV5784* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 KV5784  ___________________________________________________________________
 KV5784  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 KV5784  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV5784
 KV5784  HORZ ORDER  -  SECOND
 KV5784
 KV5784.The horizontal coordinates were established by classical geodetic methods
 KV5784.and adjusted by the National Geodetic Survey in September 1999..
 KV5784
 KV5784.The orthometric height was scaled from a topographic map.
 KV5784
 KV5784.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5784
 KV5784.The geoid height was determined by GEOID03.
 KV5784
 KV5784;                    North         East     Units Scale Factor Converg.
 KV5784;SPC NJ       -   227,460.613   141,173.573   MT  0.99990096   -0 04 06.8
 KV5784;SPC NJ       -   746,260.36    463,166.96   sFT  0.99990096   -0 04 06.8
 KV5784;UTM  18      - 4,525,743.942   533,301.870   MT  0.99961365   +0 15 31.3
 KV5784
 KV5784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5784!SPC NJ       -   0.99996361  x   0.99990096  =   0.99986457
 KV5784!UTM  18      -   0.99996361  x   0.99961365  =   0.99957727
 KV5784
 KV5784|---------------------------------------------------------------------|
 KV5784| PID    Reference Object                     Distance      Geod. Az  |
 KV5784|                                                           dddmmss.s |
 KV5784| CB5336 MIT RM 1                             30.010 METERS 19323     |
 KV5784| CB5335 2398                                               2532835.6 |
 KV5784| CB5337 MIT RM 2                             37.256 METERS 26534     |
 KV5784|---------------------------------------------------------------------|
 KV5784
 KV5784                          SUPERSEDED SURVEY CONTROL
 KV5784
 KV5784  NAD 83(1986)-  40 52 55.54502(N)    074 36 17.03490(W) AD(       ) 2
 KV5784  NAD 27      -  40 52 55.19100(N)    074 36 18.46500(W) AD(       ) 2
 KV5784
 KV5784.Superseded values are not recommended for survey control.
 KV5784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5784.See file dsdata.txt to determine how the superseded data were derived.
 KV5784
 KV5784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3330225744(NAD 83)
 KV5784_MARKER: DS = TRIANGULATION STATION DISK
 KV5784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5784_SP_SET: CONCRETE POST
 KV5784_STAMPING: MIT 1935
 KV5784_MARK LOGO: CGS   
 KV5784_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5784+STABILITY: SURFACE MOTION
 KV5784
 KV5784  HISTORY     - Date     Condition        Report By
 KV5784  HISTORY     - 1935     MONUMENTED       CGS
 KV5784  HISTORY     - 1935     GOOD             CGS
 KV5784  HISTORY     - 1972     SEE DESCRIPTION  NGS
 KV5784  HISTORY     - 19910708 GOOD             NJGS
 KV5784
 KV5784                          STATION DESCRIPTION
 KV5784
 KV5784'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5784'THE STATION IS LOCATED ON THE PROPERTY OF THE MASSACHUSETTS
 KV5784'INSTITUTE OF TECHNOLOGY, AT A SUMMER MINING CAMP, ABOUT 50 YARDS
 KV5784'N OF THE W SLEEPING QUARTERS OF THE CAMP, ON THE HIGH POINT OF
 KV5784'GROUND AT THE CAMP, 7 PACES NE OF A FLAGPOLE, AND 4-1/2 PACES
 KV5784'W OF THE W PORCH OF THE MAIN BUILDING AT THE CAMP.  THE MARK
 KV5784'PROJECTS 12 INCHES AND IS STAMPED MIT 1935.
 KV5784'
 KV5784'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 KV5784'CONCRETE AS DESCRIBED IN NOTES 1A AND 7A.
 KV5784'
 KV5784'REFERENCE MARK NO.1 IS ABOUT 7 FEET LOWER THAN THE STATION.  IT
 KV5784'IS A STANDARD BRONZE DISK SET IN THE TOP OF BEDROCK, 18 PACES
 KV5784'NNW OF THE NW CORNER OF THE PORCH OF THE W SLEEPING QUARTERS, AND
 KV5784'7 PACES WNW OF A 12-INCH TREE.  THE MARK IS STAMPED MIT NO.1 1935.
 KV5784'
 KV5784'REFERENCE MARK NO.2 IS ABOUT 9 FEET LOWER THAN THE STATION.  IT
 KV5784'IS A STANDARD BRONZE DISK SET IN THE TOP OF A
 KV5784'BOULDER.  APPROXIMATELY 20 YARDS NE OF A TRANSMISSION-LINE
 KV5784'TOWER, AND 9 PACES SW OF A BOULDER PROJECTING ABOUT 4 FEET.  THE
 KV5784'MARK IS STAMPED MIT NO.2 1935.
 KV5784'
 KV5784'AZIMUTH MARK IS STATE SURVEY MONUMENT NO.2398.  THE MARK IS
 KV5784'APPROXIMATELY 0.6 MILE WSW OF THE STATION, ON THE N SIDE OF
 KV5784'ROUTE 6, 33.45 FEET SE OF THE SE CORNER OF A WHITE BUNGALOW,
 KV5784'19 FEET N OF THE CENTER LINE OF ROUTE 6, 14.6 FEET WSW OF POLE
 KV5784'NO.70257.  THE MARK IS VISIBLE FROM THE GROUND WITH CLEARING.
 KV5784'THE MARK IS 4 INCHES BELOW THE SURFACE OF THE GROUND AND IS
 KV5784'STAMPED 2398.
 KV5784'
 KV5784'STATE SURVEY MONUMENT NO.2397 IS APPROXIMATELY 0.2 MILE SE
 KV5784'OF THE STATION, 13 PACES NE OF BILLBOARD SIGN LAKE HOPATCONG,
 KV5784'12 PACES W OF CENTER LINE OF CRANFIELD AVENUE, 11 PACES S OF
 KV5784'THE CENTER LINE OF ROUTE 6.  THE MARK IS 4 INCHES BELOW THE
 KV5784'SURFACE OF THE GROUND AND IS STAMPED 2397.  THE MARK IS NOT
 KV5784'VISIBLE FROM THE GROUND.
 KV5784'
 KV5784'THE STATE SURVEY IS TO OCCUPY THEIR MONUMENTS AND TURN THE
 KV5784'ANGLE TO EACH OF THEIR MONUMENTS AND STATION MIT.
 KV5784'
 KV5784'TO REACH THE STATION FROM DOVER AT THE INTERSECTION OF
 KV5784'PEQUANNOCK STREET AND ROUTE 6, GO W ON ROUTE 6 FOR 2.35 MILES
 KV5784'TO T-ROAD RIGHT AT THE SIGN MASSACHUSETTS INSTITUTE OF
 KV5784'TECHNOLOGY MINING CAMP, HERE TURN RIGHT ON A ROCK ROAD FOR 0.15
 KV5784'MILE TO A T-ROAD LEFT, TURN LEFT FOR 0.1 MILE TO THE MAIN
 KV5784'BUILDING OF THE CAMP.  THE STATION IS ON THE W SIDE OF THE
 KV5784'MAIN BUILDING.
 KV5784'
 KV5784'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 KV5784
 KV5784                          STATION RECOVERY (1935)
 KV5784
 KV5784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 KV5784'RECOVERED IN GOOD CONDITION.
 KV5784
 KV5784                          STATION RECOVERY (1972)
 KV5784
 KV5784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KV5784'THE STATION MARK WAS RECOVERED AND FOUND LEANING TO THE NORTH
 KV5784'SLIGHTLY.  BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 KV5784'CONDITION.  S.S. MON. NO. 2398 1935 (AZ MK) WAS RECOVERED IN
 KV5784'GOOD CONDITION.  S.S. MON. NO. 2397 IS BELIEVED DESTROYED.  A
 KV5784'NEW 4 LANE ROAD HAS BEEN CONSTRUCTED IN THE AREA OF THE MARK.
 KV5784'
 KV5784'A ATTEMPT WAS MADE TO REPAIR THE STATION BUT HEAVY RAINS
 KV5784'HAMPERED THE WORK.  MR. DAN NEOLA NOW OWNS THE PROPERTY AND HE
 KV5784'REQUESTED THAT NO DAMAGE BE DONE TO THE GRASS AROUND THE
 KV5784'MONUMENT.  THE GROUND WAS VERY SOFT NOW SO NO ATTEMPT WAS MADE
 KV5784'AT THIS TIME TO REPAIR IT.  THE MONUMENT WILL BE REPAIRED IN
 KV5784'THE COMING SUMMER WHEN NO DAMAGE WILL BE DONE TO THE GRASS.
 KV5784'
 KV5784'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5784'2 MILES EAST OF LEDGEWOOD.
 KV5784
 KV5784                          STATION RECOVERY (1991)
 KV5784
 KV5784'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5784'THE STATION IS LOCATED IN MINE HILL TOWNSHIP IN MORRIS COUNTY IN THE
 KV5784'BACKYARD OF NUMBER 30 MARDAN COURT, WEST OF A TWO STORY FRAME AND
 KV5784'BRICK BUILDING, THE FORMER CAMP BUILDING, NOW A PRIVATE RESIDENCE.
 KV5784'THE PROPERTY IS OWNED BY MARY MEOLA, 30 MARDAN COURT, MINE HILL, N.J.
 KV5784'07801,  PHONE  201 361 0154.  ANOTHER PERSON TO CONTACT FOR
 KV5784'INFORMATION ON THE STATION IS JOHN TASMADI,  PHONE  201 584 7935.  TO
 KV5784'REACH THE STATION FROM THE MINE HILL FIRE DEPARTMENT ON THE SOUTHWEST
 KV5784'SIDE OF U.S. HIGHWAY 46 IN MINE HILL, GO WEST ON U.S. HIGHWAY 46 FOR
 KV5784'0.2 MI (0.3 KM) TO SCRUB OAKS ROAD ON THE RIGHT.  TURN RIGHT AND GO
 KV5784'0.15 MI (0.24 KM) TO A TEE INTERSECTION WITH MARDAN COURT ON THE
 KV5784'LEFT. TURN LEFT AND GO 0.1 MI (0.2 KM) TO A CUL DE SAC AT THE END OF
 KV5784'THE ROAD AND THE STATION ON THE RIGHT.  PACK NORTHEAST FROM THE END
 KV5784'OF THE CUL DE SAC UP A SET OF STONE STEPS TO THE BACKYARD OF NUMBER
 KV5784'30 MARDAN COURT.  THE STATION IS 16.0 FT (4.9 M) WEST FROM THE
 KV5784'NORTHWEST CORNER OF THE FORMER CAMP BUILDING AND 25.0 FT (7.6 M)
 KV5784'NORTHWEST FROM THE CENTER OF THE BACKDOOR ENTRANCE IN THE REAR OF THE
 KV5784'BUILDING.  THE STATION, STAMPED MIT 1935, IS SET IN THE TOP OF A
 KV5784'SQUARE CONCRETE MONUMENT THAT PROJECTS 0.3 FT (0.1 M) ABOVE THE
 KV5784'GROUND.  THE MARK HAS BEEN DISTURBED PRIOR TO THE LAST RECOVERY AND
 KV5784'IS LEANING NOTICEABLE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6557 ***********************************************************************
 AB6557  DESIGNATION -  MIV A
 AB6557  PID         -  AB6557
 AB6557  STATE/COUNTY-  NJ/CUMBERLAND
 AB6557  USGS QUAD   -  DIVIDING CREEK (1986)
 AB6557
 AB6557                         *CURRENT SURVEY CONTROL
 AB6557  ___________________________________________________________________
 AB6557* NAD 83(1993)-  39 21 58.21927(N)    075 04 16.66602(W)     ADJUSTED  
 AB6557* NAVD 88     -        21.7    (meters)      71.     (feet)  GPS OBS   
 AB6557  ___________________________________________________________________
 AB6557  X           -   1,272,017.905 (meters)                     COMP
 AB6557  Y           -  -4,770,974.634 (meters)                     COMP
 AB6557  Z           -   4,023,819.833 (meters)                     COMP
 AB6557  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 AB6557  ELLIP HEIGHT-         -12.29  (meters)          (04/03/03) GPS OBS
 AB6557  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 AB6557
 AB6557  HORZ ORDER  -  THIRD
 AB6557  ELLP ORDER  -  FOURTH    CLASS II
 AB6557
 AB6557.This mark is at Millville Airport (MIV)
 AB6557
 AB6557.The horizontal coordinates were established by GPS observations
 AB6557.and adjusted by the National Geodetic Survey in October 1998..
 AB6557
 AB6557.The orthometric height was determined by GPS observations and a
 AB6557.high-resolution geoid model.
 AB6557
 AB6557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6557
 AB6557.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6557
 AB6557.The ellipsoidal height was determined by GPS observations
 AB6557.and is referenced to NAD 83.
 AB6557
 AB6557.The geoid height was determined by GEOID03.
 AB6557
 AB6557;                    North         East     Units Scale Factor Converg.
 AB6557;SPC NJ       -    59,304.115   100,771.528   MT  0.99992983   -0 21 44.5
 AB6557;SPC NJ       -   194,566.92    330,614.59   sFT  0.99992983   -0 21 44.5
 AB6557;UTM  18      - 4,357,414.789   493,858.291   MT  0.99960046   -0 02 42.8
 AB6557
 AB6557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6557!SPC NJ       -   1.00000193  x   0.99992983  =   0.99993176
 AB6557!UTM  18      -   1.00000193  x   0.99960046  =   0.99960239
 AB6557
 AB6557:                Primary Azimuth Mark                     Grid Az
 AB6557:SPC NJ       -  MIV D                                    221 58 56.7
 AB6557:UTM  18      -  MIV D                                    221 39 55.0
 AB6557
 AB6557|---------------------------------------------------------------------|
 AB6557| PID    Reference Object                     Distance      Geod. Az  |
 AB6557|                                                           dddmmss.s |
 AB6557| AE3589 MIV D                               435.043 METERS 2213712.2 |
 AB6557|---------------------------------------------------------------------|
 AB6557
 AB6557                          SUPERSEDED SURVEY CONTROL
 AB6557
 AB6557.No superseded survey control is available for this station.
 AB6557
 AB6557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9385857415(NAD 83)
 AB6557_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB6557_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB6557_SP_SET: RUNWAY LIGHT BASE
 AB6557_STAMPING: MIV A 1977
 AB6557_MARK LOGO: NOS   
 AB6557_PROJECTION: FLUSH
 AB6557_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6557+STABILITY: SURFACE MOTION
 AB6557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6557+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 AB6557
 AB6557  HISTORY     - Date     Condition        Report By
 AB6557  HISTORY     - 1977     MONUMENTED       NGS
 AB6557  HISTORY     - 19910615 GOOD             CGS
 AB6557  HISTORY     - 19970121 GOOD             NGS
 AB6557  HISTORY     - 20051114 GOOD             INDIV
 AB6557
 AB6557                          STATION DESCRIPTION
 AB6557
 AB6557'DESCRIBED BY COAST AND GEODETIC SURVEY 1991
 AB6557'THE STATION IS LOCATED ALONG THE SOUTHEASTERLY EDGE OF THE CLOSED
 AB6557'RUNWAY 5/23 SOUTHWEST OF THE INTERSECTION WITH RUNWAYS 10/28 AND
 AB6557'14/32, 293 FT (89.3 M) SOUTHWEST OF THE SOUTHWESTERLY EDGE OF RUNWAY
 AB6557'14/32, 230.7 FT (70.3 M) SOUTH OF THE CENTER OF THE FIRST
 AB6557'FLUSH-MOUNTED RUNWAY LIGHT FOR RUNWAY 10/28 IN THE SOUTHWEST FILLET OF
 AB6557'THE INTERSECTION, 101.6 FT (31.0 M) SOUTHWEST OF THE SOUTHEASTERLY
 AB6557'CORNER OF THE CONCRETE SURFACE OF THE CLOSED RUNWAY, AND 3 FT (0.9 M)
 AB6557'SOUTHEAST OF THE EDGE OF THE RUNWAY.  THE STATION IS MARKED WITH A
 AB6557'BRONZE CGS TOPOGRAPHIC STATION DISK, STAMPED MIV-A 1977, SET IN A
 AB6557'DRILL HOLE IN THE NORTH CORNER OF A 4 FOOT (1.2 M) BY 4 FOOT (1.2 M)
 AB6557'SQUARE CONCRETE BASE OF AN ABANDONED RUNWAY LIGHT.
 AB6557
 AB6557                          STATION RECOVERY (1997)
 AB6557
 AB6557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB6557'RECOVERED AS DESCRIBED.
 AB6557
 AB6557                          STATION RECOVERY (2005)
 AB6557
 AB6557'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JFP)
 AB6557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9218 ***********************************************************************
 AA9218  DESIGNATION -  MIV B
 AA9218  PID         -  AA9218
 AA9218  STATE/COUNTY-  NJ/CUMBERLAND
 AA9218  USGS QUAD   -  DIVIDING CREEK (1986)
 AA9218
 AA9218                         *CURRENT SURVEY CONTROL
 AA9218  ___________________________________________________________________
 AA9218* NAD 83(1992)-  39 22 15.95760(N)    075 04 27.24747(W)     ADJUSTED  
 AA9218* NAVD 88     -        19.6    (meters)      64.     (feet)  GPS OBS   
 AA9218  ___________________________________________________________________
 AA9218  X           -   1,271,683.367 (meters)                     COMP
 AA9218  Y           -  -4,770,703.059 (meters)                     COMP
 AA9218  Z           -   4,024,241.434 (meters)                     COMP
 AA9218  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AA9218  ELLIP HEIGHT-         -14.35  (meters)          (09/23/02) GPS OBS
 AA9218  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 AA9218
 AA9218  HORZ ORDER  -  B
 AA9218  ELLP ORDER  -  FOURTH    CLASS II
 AA9218
 AA9218.This mark is at Millville Airport (MIV)
 AA9218
 AA9218.The horizontal coordinates were established by GPS observations
 AA9218.and adjusted by the National Geodetic Survey in March 1998..
 AA9218
 AA9218.The orthometric height was determined by GPS observations and a
 AA9218.high-resolution geoid model.
 AA9218
 AA9218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9218
 AA9218.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9218
 AA9218.The ellipsoidal height was determined by GPS observations
 AA9218.and is referenced to NAD 83.
 AA9218
 AA9218.The geoid height was determined by GEOID03.
 AA9218
 AA9218;                    North         East     Units Scale Factor Converg.
 AA9218;SPC NJ       -    59,852.715   100,521.726   MT  0.99993013   -0 21 51.4
 AA9218;SPC NJ       -   196,366.78    329,795.03   sFT  0.99993013   -0 21 51.4
 AA9218;UTM  18      - 4,357,961.817   493,605.539   MT  0.99960050   -0 02 49.5
 AA9218
 AA9218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9218!SPC NJ       -   1.00000225  x   0.99993013  =   0.99993238
 AA9218!UTM  18      -   1.00000225  x   0.99960050  =   0.99960275
 AA9218
 AA9218                          SUPERSEDED SURVEY CONTROL
 AA9218
 AA9218  ELLIP H (03/24/98)  -14.36   (m)                       GP(       ) 4 1
 AA9218  NAD 83(1993)-  39 22 15.95782(N)    075 04 27.24749(W) AD(       ) B
 AA9218  ELLIP H (11/22/95)  -14.34   (m)                       GP(       ) 1 1
 AA9218
 AA9218.Superseded values are not recommended for survey control.
 AA9218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9218.See file dsdata.txt to determine how the superseded data were derived.
 AA9218
 AA9218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9360657962(NAD 83)
 AA9218_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9218_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA9218_SP_SET: CONCRETE FOUNDATION
 AA9218_STAMPING: MIV-B 1977
 AA9218_MARK LOGO: CGS   
 AA9218_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9218+STABILITY: SURFACE MOTION
 AA9218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9218+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1994
 AA9218
 AA9218  HISTORY     - Date     Condition        Report By
 AA9218  HISTORY     - 1977     MONUMENTED       CGS
 AA9218  HISTORY     - 19910615 GOOD             CGS
 AA9218  HISTORY     - 19940824 GOOD             NGS
 AA9218
 AA9218                          STATION DESCRIPTION
 AA9218
 AA9218'DESCRIBED BY COAST AND GEODETIC SURVEY 1991
 AA9218'THE STATION IS LOCATED IN THE GRASS QUADRANGLE ADJACENT TO THE
 AA9218'SOUTHEASTERLY RAMP AREA, 238.4 FT (72.7 M) NORTHEAST OF THE
 AA9218'NORTHEASTERLY EDGE OF RUNWAY 14/32, 184 FT (56.1 M) SOUTHWEST OF THE
 AA9218'SOUHTWESTERLY EDGE OF THE TAXIWAY PARALLELLING THE SOUTHEASTERLY RAMP,
 AA9218'93 FT (28.3 M) NORTHWEST OF THE WEST CORNER OF THE SOUTHERLY OF TWO
 AA9218'SQUARE CONCRETE SLABS, AND 58 FT (17.7 M) SOUTHEAST OF AN UNDERGROUND
 AA9218'CABLE TRENCH.  THE STATION IS MARKED WITH A STANDARD BRONZE CGS
 AA9218'TOPOGRAPHIC STATION DISK, STAMPED MIV-B 1977, SET IN A DRILL HOLE IN
 AA9218'THE CENTER OF A 4FT BY 6 FOOT (1.8 M) CONCRETE BASE OF AN ABANDONED
 AA9218'UTILITY FACILITY.
 AA9218
 AA9218                          STATION RECOVERY (1994)
 AA9218
 AA9218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA9218'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTH SOUTHWEST OF
 AA9218'VINELAND, 10.0 MI (16.1 KM) SOUTHEAST OF BRIDGETON, 3.0 MI (4.8 KM)
 AA9218'SOUTHWEST OF MILLVILLE AND AT THE MILLVILLE MUNICIPAL AIRPORT IN A
 AA9218'GRASS QUADRANGLE ADJACENT TO THE SOUTHWESTERLY RAMP AREA.
 AA9218'OWNERSHIP---CITY OF MILLVILLE, AIRPORT MANAGER, LEWIS B.  FINCH, 502
 AA9218'WEST MAIN STREET, MILLVILLE, N.J.  08332.  PHONE (609) 825-1244.
 AA9218'ADMINISTRATION BUILDING AT AIRPORT CAN ALSO GRANT CLEARANCE.
 AA9218' 
 AA9218'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 49 AND 47
 AA9218'IN MILLVILLE, GO WEST ON STATE HIGHWAY 49 FOR 0.25 MI (0.40 KM) TO THE
 AA9218'JUCTION OF PAVED ROAD LEFT, TURN LEFT AND GO SOUTHWEST ON COUNTY ROAD
 AA9218'555 (CEDAR) FOR 0.2 MI (0.3 KM) TO ROAD FORK, BEAR RIGHT AND GO
 AA9218'SOUTHWEST ON COUNTY ROAD 610 FOR 1.95 MI (3.14 KM) TO A PAVED ROAD
 AA9218'LEFT, TURN LEFT AND GO SOUTHEAST ON BOGDEN BOULEVARD FOR 0.35 MI (0.56
 AA9218'KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO SOUTH SOUTHWEST ON
 AA9218'PETERSON FOR 0.3 MI (0.5 KM) TO A T-JUCTION, TURN RIGHT AND GO
 AA9218'NORTHEAST ON LEDON FOR 0.1 MI (0.2 KM) TO THE ADMINISTRATION BUILDING
 AA9218'ON THE RIGHT AND A GATE AHEAD, PASS THROUGH GATE, TURN LEFT AND GO
 AA9218'WEST ACROSS A PARKING RAMP FOR 0.05 MI (0.08 KM) TO A TAXIWAY, TURN
 AA9218'LEFT AND GO SOUTH ON THE TAXIWAY FOR 0.05 MI (0.08 KM) TO THE
 AA9218'INTERSECTION OF THE PARALLEL TAXIWAY FOR RUNWAY 14/32 (B) , PROCEED
 AA9218'STRAIGHT AHEAD AND GO SOUTH ACROSS GRASS FOR 0.05 MI (0.08 KM) TO THE
 AA9218'STATION SET INTO THE CENTER OF A 4 X 6 FT (1.8 M) CONCRETE FOUNDATION
 AA9218'PROJECTING 0.3 FT (9.1 CM) ABOVE GROUND LEVEL.
 AA9218' 
 AA9218'THE STATION IS 238.4 FT (72.7 M) NORTHEAST OF THE NORTHEASTERLY EDGE
 AA9218'OF RUNWAY 14/32, 184.0 FT (56.1 M) SOUTHWEST OF THE SOUTHWESTERLY EDGE
 AA9218'OF THE TAXIWAY PARALLELING 14/32 (B) , 93.0 FT (28.3 M) WEST NORTHWEST
 AA9218'OF THE WEST CORNER OF THE MOST SOUTHEASTERLY OF TWO SQUARE CONCRETE
 AA9218'SLABS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH4528 ***********************************************************************
 AH4528  SACS        -  This is a Secondary Airport Control Station.
 AH4528  DESIGNATION -  MIV C
 AH4528  PID         -  AH4528
 AH4528  STATE/COUNTY-  NJ/CUMBERLAND
 AH4528  USGS QUAD   -  DIVIDING CREEK (1986)
 AH4528
 AH4528                         *CURRENT SURVEY CONTROL
 AH4528  ___________________________________________________________________
 AH4528* NAD 83(1993)-  39 22 19.30504(N)    075 04 29.99446(W)     ADJUSTED  
 AH4528* NAVD 88     -        19.73   (meters)      64.7    (feet)  GPS OBS   
 AH4528  ___________________________________________________________________
 AH4528  X           -   1,271,602.989 (meters)                     COMP
 AH4528  Y           -  -4,770,656.808 (meters)                     COMP
 AH4528  Z           -   4,024,321.315 (meters)                     COMP
 AH4528  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AH4528  ELLIP HEIGHT-         -14.23  (meters)          (04/03/03) GPS OBS
 AH4528  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 AH4528
 AH4528  HORZ ORDER  -  FIRST
 AH4528  ELLP ORDER  -  FOURTH    CLASS II
 AH4528
 AH4528.This mark is at Millville Airport (MIV)
 AH4528
 AH4528.The horizontal coordinates were established by GPS observations
 AH4528.and adjusted by the National Geodetic Survey in October 1998..
 AH4528
 AH4528.The orthometric height was determined by GPS observations and a
 AH4528.high-resolution geoid model.
 AH4528
 AH4528.GPS derived orthometric heights for airport stations designated as
 AH4528.PACS or SACS are published to 2 decimal places.  This maintains
 AH4528.centimeter relative accuracy between the PACS and SACS.  It does
 AH4528.not indicate centimeter accuracy relative to other marks which are
 AH4528.part of the NAVD 88 network.
 AH4528
 AH4528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4528
 AH4528.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4528
 AH4528.The ellipsoidal height was determined by GPS observations
 AH4528.and is referenced to NAD 83.
 AH4528
 AH4528.The geoid height was determined by GEOID03.
 AH4528
 AH4528;                    North         East     Units Scale Factor Converg.
 AH4528;SPC NJ       -    59,956.357   100,456.635   MT  0.99993021   -0 21 53.1
 AH4528;SPC NJ       -   196,706.81    329,581.48   sFT  0.99993021   -0 21 53.1
 AH4528;UTM  18      - 4,358,065.064   493,539.897   MT  0.99960051   -0 02 51.3
 AH4528
 AH4528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4528!SPC NJ       -   1.00000223  x   0.99993021  =   0.99993244
 AH4528!UTM  18      -   1.00000223  x   0.99960051  =   0.99960274
 AH4528
 AH4528                          SUPERSEDED SURVEY CONTROL
 AH4528
 AH4528.No superseded survey control is available for this station.
 AH4528
 AH4528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9354058065(NAD 83)
 AH4528_MARKER: I = METAL ROD
 AH4528_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH4528_STAMPING: MIV C 1996
 AH4528_MARK LOGO: NGS   
 AH4528_PROJECTION: FLUSH
 AH4528_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4528+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH4528_ROD/PIPE-DEPTH: 48.8 meters
 AH4528_SLEEVE-DEPTH  : 0.9 meters
 AH4528
 AH4528  HISTORY     - Date     Condition        Report By
 AH4528  HISTORY     - 1996     MONUMENTED       NJGS
 AH4528
 AH4528                          STATION DESCRIPTION
 AH4528
 AH4528'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 AH4528'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTH-SOUTHWEST FROM
 AH4528'VINELAND, 10.0 MI (16.1 KM) SOUTHEAST FROM BRIDGETON, 3.0 MI (4.8 KM)
 AH4528'SOUTHWEST FROM MILLVILLE AND AT THE MILLVILLE MUNICIPAL AIRPORT IN A
 AH4528'TRIANGULAR GRASS AREA IN THE NORTHEAST PART OF THE AIRPORT, ADJACENT
 AH4528'TO TAXIWAYS B AND C.  THE AIRPORT IS OWNED BY THE CITY OF MILLVILLE.
 AH4528'PERMISSION TO OCCUPY THE MARK SHOULD BE OBTAINED FROM MR.  LEWIS B.
 AH4528'FINCH, JR., 502 WEST MAIN STREET, P.O.  BOX 65, MILLVILLE, N.J. 08332,
 AH4528'PHONE 609-825-1244.  PERSONNEL AT THE ADMINISTRATION BUILDING MAY ALSO
 AH4528'GRANT CLEARANCE.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AH4528'HIGHWAY 49 AND THE EXIT RAMP LEADING FROM STATE HIGHWAY 55 AT
 AH4528'INTERCHANGE 24, GO WEST ON STATE HIGHWAY 49 FOR 1.35 MI (2.17 KM) TO
 AH4528'THE INTERSECTION WITH HIGHWAY 47.  CONTINUE WEST ON STATE HIGHWAY 49
 AH4528'FOR 0.25 MI (0.40 KM) TO A WYE FORK WITH CEDAR STREET (COUNTY ROAD
 AH4528'555) ON THE LEFT AT A BLINKING TRAFFIC LIGHT.  TURN LEFT AND GO
 AH4528'SOUTHWEST ON CEDAR STREET FOR 0.2 MI (0.3 KM) TO THE INTERSECTION WITH
 AH4528'CEDARVILLE ROAD, COUNTY ROAD 610.  CONTINUE AHEAD ON CEDARVILLE ROAD
 AH4528'FOR 1.9 MI (3.1 KM) TO A PAVED ROAD LEFT, BOGDEN BOULEVARD, AT THE
 AH4528'ENTRANCE TO THE MILLVILLE MUNICIPAL AIRPORT.  TURN LEFT AND GO
 AH4528'SOUTHEAST ON BOGDEN BOULEVARD FOR 0.35 MI (0.56 KM) TO A PAVED ROAD
 AH4528'RIGHT, PETERSON STREET.  TURN RIGHT AND GO SOUTHWEST ON PETERSON
 AH4528'STREET FOR 0.25 MI (0.40 KM) TO THE TEE JUNCTION WITH LEDDON STREET
 AH4528'AND A REVERSE WYE FORK WITH REEVES STREET.  TURN RIGHT AND GO
 AH4528'NORTHWEST ON LEDDON STREET FOR 0.1 MI (0.2 KM) TO THE ADMINISTRATION
 AH4528'OFFICE, A ONE STORY BLOCK BUILDING ON THE RIGHT.  BEAR TO THE RIGHT
 AH4528'AROUND ADMINISRATION OFFICE TO A GATE, LEADING TO A CONCRETE APRON.
 AH4528'PASS THROUGH THE GATE, TURN SHARP LEFT AND GO WEST THEN SOUTHWEST ON
 AH4528'THE CONCRETE APRON FOR 0.1 MI (0.2 KM) TO TAXIWAY B AND THE
 AH4528'INTERSECTION WITH TAXIWAY C AHEAD.  CROSS TAXIWAY B AND GO SOUTHWEST
 AH4528'ON TAXIWAY C FOR ABOUT 50 METERS (164.0 FT) TO THE STATION ON THE
 AH4528'RIGHT.  THE STATION IS THE TOP CENTER OF A 9/16 INCH STAILESS STEEL
 AH4528'ROD, DRIVEN TO REFUSAL.  LOCATED 38.1 M (125.0 FT) SOUTHWEST FROM AND
 AH4528'PERPENDICULAR TO THE CENTERLINE OF TAXIWAY B, 23.85 M (78.25 FT)
 AH4528'WEST-SOUTHWEST FROM THE CENTER OF A SQUARE TAXIWAY MARKER WITH YELLOW
 AH4528'VERTICAL SIGN FOR TAXIWAY K, 21.0 M (68.9 FT) WEST FROM A 2 FT (0.6 M)
 AH4528'DIAMETER CIRCULAR STEEL STORM INLET GRATE SET FLUSH WITH THE GROUND,
 AH4528'21.75 M (71.36 FT) WEST-NORTHWEST FROM THE CENTER OF A RECTANGULAR
 AH4528'TAXIWAY MARKER WITH YELLOW VERTICAL SIGN FOR TAXIWAY B, 35.2 M (115.5
 AH4528'FT) NORTHWEST FROM AND PERPENDICULAR TO THE CENTERLINE OF TAXIWAY C
 AH4528'AND 34.05 M (111.71 FT) WEST-NORTHWEST FROM AND RADIAL TO A BLUE
 AH4528'MARKER.  IS STATION HAS BEEN SELECTED AS A SECONDARY AIRPORT CONTROL
 AH4528'STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3589 ***********************************************************************
 AE3589  CBN         -  This is a Cooperative Base Network Control Station.
 AE3589  PACS        -  This is a Primary Airport Control Station.
 AE3589  DESIGNATION -  MIV D
 AE3589  PID         -  AE3589
 AE3589  STATE/COUNTY-  NJ/CUMBERLAND
 AE3589  USGS QUAD   -  DIVIDING CREEK (1986)
 AE3589
 AE3589                         *CURRENT SURVEY CONTROL
 AE3589  ___________________________________________________________________
 AE3589* NAD 83(1996)-  39 21 47.67346(N)    075 04 28.73610(W)     ADJUSTED  
 AE3589* NAVD 88     -        20.65   (meters)      67.7    (feet)  GPS OBS   
 AE3589  ___________________________________________________________________
 AE3589  X           -   1,271,791.640 (meters)                     COMP
 AE3589  Y           -  -4,771,247.602 (meters)                     COMP
 AE3589  Z           -   4,023,567.732 (meters)                     COMP
 AE3589  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 AE3589  ELLIP HEIGHT-         -13.33  (meters)          (01/21/03) GPS OBS
 AE3589  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 AE3589
 AE3589  HORZ ORDER  -  B
 AE3589  ELLP ORDER  -  FOURTH    CLASS I
 AE3589
 AE3589.This mark is at Millville Airport (MIV)
 AE3589
 AE3589.The horizontal coordinates were established by GPS observations
 AE3589.and adjusted by the National Geodetic Survey in October 1997..
 AE3589
 AE3589.The orthometric height was determined by GPS observations and a
 AE3589.high-resolution geoid model.
 AE3589
 AE3589.GPS derived orthometric heights for airport stations designated as
 AE3589.PACS or SACS are published to 2 decimal places.  This maintains
 AE3589.centimeter relative accuracy between the PACS and SACS.  It does
 AE3589.not indicate centimeter accuracy relative to other marks which are
 AE3589.part of the NAVD 88 network.
 AE3589
 AE3589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3589
 AE3589.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3589
 AE3589.The ellipsoidal height was determined by GPS observations
 AE3589.and is referenced to NAD 83.
 AE3589
 AE3589.The geoid height was determined by GEOID03.
 AE3589
 AE3589;                    North         East     Units Scale Factor Converg.
 AE3589;SPC NJ       -    58,980.749   100,480.548   MT  0.99993018   -0 21 52.1
 AE3589;SPC NJ       -   193,506.01    329,659.93   sFT  0.99993018   -0 21 52.1
 AE3589;UTM  18      - 4,357,089.924   493,569.200   MT  0.99960051   -0 02 50.4
 AE3589
 AE3589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3589!SPC NJ       -   1.00000209  x   0.99993018  =   0.99993227
 AE3589!UTM  18      -   1.00000209  x   0.99960051  =   0.99960260
 AE3589
 AE3589:                Primary Azimuth Mark                     Grid Az
 AE3589:SPC NJ       -  MIV A                                    041 58 56.7
 AE3589:UTM  18      -  MIV A                                    041 39 55.0
 AE3589
 AE3589|---------------------------------------------------------------------|
 AE3589| PID    Reference Object                     Distance      Geod. Az  |
 AE3589|                                                           dddmmss.s |
 AE3589| AB6557 MIV A                               435.043 METERS 0413704.6 |
 AE3589| JU4348 MILLVILLE CBL 430                   275.370 METERS 04659     |
 AE3589|---------------------------------------------------------------------|
 AE3589
 AE3589                          SUPERSEDED SURVEY CONTROL
 AE3589
 AE3589  ELLIP H (09/23/02)  -13.35   (m)                       GP(       ) 4 1
 AE3589  ELLIP H (10/08/97)  -13.34   (m)                       GP(       ) 4 1
 AE3589
 AE3589.Superseded values are not recommended for survey control.
 AE3589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3589.See file dsdata.txt to determine how the superseded data were derived.
 AE3589
 AE3589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9356957090(NAD 83)
 AE3589_MARKER: I = METAL ROD
 AE3589_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE3589_STAMPING: MIV D 1996
 AE3589_MARK LOGO: NGS   
 AE3589_PROJECTION: FLUSH
 AE3589_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3589+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 AE3589_ROD/PIPE-DEPTH: 10.5 meters
 AE3589_SLEEVE-DEPTH  : 1.2 meters
 AE3589
 AE3589  HISTORY     - Date     Condition        Report By
 AE3589  HISTORY     - 1996     MONUMENTED       NJGS
 AE3589  HISTORY     - 19961212 GOOD             NJGS
 AE3589  HISTORY     - 19970121 GOOD             NGS
 AE3589  HISTORY     - 19970121 GOOD             NGS
 AE3589  HISTORY     - 20051114 GOOD             INDIV
 AE3589
 AE3589                          STATION DESCRIPTION
 AE3589
 AE3589'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 AE3589'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTH SOUTHWEST FROM
 AE3589'VINELAND, 10.0 MI (16.1 KM) SOUTHEAST FROM BRIDGETON, 3.0 MI (4.8 KM)
 AE3589'SOUTHWEST FROM MILLVILLE AND AT THE MILLVILLE MUNICIPAL AIRPORT IN THE
 AE3589'GRASS AREA ADJACENT TO ABANDONED RUNWAY 5/23 IN THE SOUTHEAST PART OF
 AE3589'THE AIRPORT.  THE AIRPORT IS OWNED BY THE CITY OF MILLVILLE.
 AE3589'PERMISSION TO OCCUPY THE MARK SHOULD BE OBTAINED FROM MR.  LEWIS B.
 AE3589'FINCH, JR., 502 WEST MAIN STREET, P.O.  BOX 65, MILLVILLE, N.J. 08332,
 AE3589'PHONE 609 825 1244.  PERSONNEL AT THE ADMINISTRATION BUILDING MAY ALSO
 AE3589'GRANT CLEARANCE.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AE3589'HIGHWAY 49 AND THE EXIT RAMP LEADING FROM STATE HIGHWAY 55 AT
 AE3589'INTERCHANGE 24, GO WEST ON STATE HIGHWAY 49 FOR 1.35 MI (2.17 KM) TO
 AE3589'THE INTERSECTION WITH STATE HIGHWAY 47.  CONTINUE WEST ON STATE
 AE3589'HIGHWAY 49 FOR 0.25 MI (0.40 KM) TO A WYE FORK WITH CEDAR STREET
 AE3589'(COUNTY ROAD 555) ON THE LEFT AT A BLINKING TRAFFIC LIGHT.  TURN LEFT
 AE3589'AND GO SOUTHWEST ON CEDAR STREET FOR 0.2 MI (0.3 KM) TO THE
 AE3589'INTERSECTION WITH CEDARVILLE ROAD, COUNTY ROAD 610.  CONTINUE AHEAD ON
 AE3589'CEDARVILLE ROAD FOR 1.9 MI (3.1 KM) TO A PAVED ROAD LEFT, BOGDEN
 AE3589'BOULEVARD, AT THE ENTRANCE TO THE MILLVILLE MUNICIPAL AIRPORT.  TURN
 AE3589'LEFT AND GO SOUTHEAST ON BOGDEN BOULEVARD FOR 0.35 MI (0.56 KM) TO A
 AE3589'PAVED ROAD RIGHT, PETERSON STREET.  TURN RIGHT AND GO SOUTHWEST ON
 AE3589'PETERSON STREET FOR 0.25 MI (0.40 KM) TO THE TEE JUNCTION WITH LEDDON
 AE3589'STREET, A REVERSE WYE FORK WITH REEVES STREET AND A GATE AHEAD TO THE
 AE3589'LEFT LEADING TO A CONCRETE APRON AND TAXIWAY B.  CROSS LEDDON STREET,
 AE3589'PASS THROUGH THE GATE AND GO SOUTHWEST ON THE CONCRETE APRON FOR 0.1
 AE3589'MI (0.2 KM) TO TAXIWAY B.  TURN LEFT AND GO SOUTHEAST ON TAXIWAY B FOR
 AE3589'0.3 MI (0.5 KM) TO THE INTERSECTION WITH ABANDONED RUNWAY 5/23,
 AE3589'TAXIWAY F.  TURN RIGHT AND GO SOUTHWEST ON TAXIWAY F FOR ABOUT 0.05 MI
 AE3589'(0.08 KM) TO THE INTERSECTION WITH RUNWAYS 10/28 AND 14/32. PROCEED
 AE3589'WITH CAUTION, CROSS RUNWAYS 10/28 AND 14/32 AND GO SOUTHWEST ON
 AE3589'ABANDONED RUNWAY 5/23 FOR 0.45 MI (0.72 KM) TO THE STATION ON THE
 AE3589'LEFT.  THE STATION IS 98.5 FT (30.0 M) NORTH FROM MILLVILLE CBL 150 RM
 AE3589'2, 96.2 FT (29.3 M) NORTH FROM A METAL WITNESS POST FOR MILLVILLE CBL
 AE3589'150 RM 2, 98.5 FT (30.0 M) WEST FROM MILLVILLE CBL 150 RM 1, 96.5 FT
 AE3589'(29.4 M) WEST FROM A METAL WITNESS POST FOR MILLVILLE CBL 150 RM 1 AND
 AE3589'148 FT (45.1 M) EAST FROM THE NORTHEAST CORNER OF A CONCRETE SLAB FOR
 AE3589'A RECTANGULAR TAXIWAY MARKER WITH VERTICAL SIGN FOR F 1 19.
 AE3589
 AE3589                          STATION RECOVERY (1997)
 AE3589
 AE3589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AE3589'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  THIS STATION HAS
 AE3589'BEEN SELECTED AS THE PRIMARY AIRPORT CONTROL STATION (PACS) .
 AE3589
 AE3589                          STATION RECOVERY (1997)
 AE3589
 AE3589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AE3589'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  THIS STATION HAS
 AE3589'BEEN SELECTED AS THE PRIMARY AIRPORT CONTROL STATION (PACS) .
 AE3589
 AE3589                          STATION RECOVERY (2005)
 AE3589
 AE3589'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JFP)
 AE3589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0025 ***********************************************************************
 KV0025  DESIGNATION -  MIWACO C OF W
 KV0025  PID         -  KV0025
 KV0025  STATE/COUNTY-  NJ/MIDDLESEX
 KV0025  USGS QUAD   -  PERTH AMBOY (1981)
 KV0025
 KV0025                         *CURRENT SURVEY CONTROL
 KV0025  ___________________________________________________________________
 KV0025* NAD 83(1986)-  40 33 17.     (N)    074 16 41.     (W)     SCALED    
 KV0025* NAVD 88     -         5.644  (meters)      18.52   (feet)  ADJUSTED  
 KV0025  ___________________________________________________________________
 KV0025  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KV0025  DYNAMIC HT  -           5.641 (meters)      18.51  (feet)  COMP
 KV0025  MODELED GRAV-     980,214.7   (mgal)                       NAVD 88
 KV0025
 KV0025  VERT ORDER  -  FIRST     CLASS II
 KV0025
 KV0025.The horizontal coordinates were scaled from a topographic map and have
 KV0025.an estimated accuracy of +/- 6 seconds.
 KV0025
 KV0025.The orthometric height was determined by differential leveling
 KV0025.and adjusted by the National Geodetic Survey in June 1991..
 KV0025
 KV0025.The geoid height was determined by GEOID03.
 KV0025
 KV0025.The dynamic height is computed by dividing the NAVD 88
 KV0025.geopotential number by the normal gravity value computed on the
 KV0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0025.degrees latitude (g = 980.6199 gals.).
 KV0025
 KV0025.The modeled gravity was interpolated from observed gravity values.
 KV0025
 KV0025;                    North         East    Units  Estimated Accuracy
 KV0025;SPC NJ       -   191,130.      168,800.      MT  (+/- 180 meters Scaled)
 KV0025
 KV0025                          SUPERSEDED SURVEY CONTROL
 KV0025
 KV0025  NGVD 29 (??/??/??)    5.985  (m)           19.64   (f) ADJUSTED    1 2
 KV0025
 KV0025.Superseded values are not recommended for survey control.
 KV0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0025.See file dsdata.txt to determine how the superseded data were derived.
 KV0025
 KV0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK611895(NAD 83)
 KV0025_MARKER: X = CHISELED CROSS
 KV0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0025_SP_SET: DOORSTEP
 KV0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0025
 KV0025  HISTORY     - Date     Condition        Report By
 KV0025  HISTORY     - 1933     MONUMENTED       NJ3705
 KV0025  HISTORY     - 1934     GOOD             CGS
 KV0025  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0025  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV0025
 KV0025                          STATION DESCRIPTION
 KV0025
 KV0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0025'AT WOODBRIDGE.
 KV0025'AT WOODBRIDGE, MIDDLESEX COUNTY, ON MAIN STREET, AT THE MIDDLESEX
 KV0025'WATER CO. BUILDING (FORMERLY AN OLD BANK BUILDING), ON THE FRONT
 KV0025'DOORSTEP, 30 FEET NORTH OF THE CENTERLINE OF MAIN STREET, AND
 KV0025'ABOUT 6 INCHES HIGHER THAN THE SIDEWALK.  A CHISELED CROSS.
 KV0025
 KV0025                          STATION RECOVERY (1964)
 KV0025
 KV0025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0025'MARK NOT FOUND.
 KV0025
 KV0025                          STATION RECOVERY (1989)
 KV0025
 KV0025'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ8553 ***********************************************************************
 AJ8553  SACS        -  This is a Secondary Airport Control Station.
 AJ8553  DESIGNATION -  MMU C
 AJ8553  PID         -  AJ8553
 AJ8553  STATE/COUNTY-  NJ/MORRIS
 AJ8553  USGS QUAD   -  MORRISTOWN (1981)
 AJ8553
 AJ8553                         *CURRENT SURVEY CONTROL
 AJ8553  ___________________________________________________________________
 AJ8553* NAD 83(1996)-  40 47 48.78519(N)    074 25 05.26480(W)     ADJUSTED  
 AJ8553* NAVD 88     -        54.858  (meters)     179.98   (feet)  ADJUSTED  
 AJ8553  ___________________________________________________________________
 AJ8553  X           -   1,298,854.712 (meters)                     COMP
 AJ8553  Y           -  -4,657,664.169 (meters)                     COMP
 AJ8553  Z           -   4,145,387.927 (meters)                     COMP
 AJ8553  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 AJ8553  ELLIP HEIGHT-          22.05  (meters)          (04/03/03) GPS OBS
 AJ8553  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 AJ8553  DYNAMIC HT  -          54.834 (meters)     179.90  (feet)  COMP
 AJ8553  MODELED GRAV-     980,191.8   (mgal)                       NAVD 88
 AJ8553
 AJ8553  HORZ ORDER  -  FIRST
 AJ8553  VERT ORDER  -  SECOND    CLASS II
 AJ8553  ELLP ORDER  -  FOURTH    CLASS I
 AJ8553
 AJ8553.This mark is at Morristown Airport (MMU)
 AJ8553
 AJ8553.The horizontal coordinates were established by GPS observations
 AJ8553.and adjusted by the National Geodetic Survey in March 2002..
 AJ8553
 AJ8553.The orthometric height was determined by differential leveling
 AJ8553.and adjusted by the National Geodetic Survey in March 2005..
 AJ8553.No vertical observational check was made to the station.
 AJ8553
 AJ8553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8553
 AJ8553.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8553
 AJ8553.The ellipsoidal height was determined by GPS observations
 AJ8553.and is referenced to NAD 83.
 AJ8553
 AJ8553.The geoid height was determined by GEOID03.
 AJ8553
 AJ8553.The dynamic height is computed by dividing the NAVD 88
 AJ8553.geopotential number by the normal gravity value computed on the
 AJ8553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8553.degrees latitude (g = 980.6199 gals.).
 AJ8553
 AJ8553.The modeled gravity was interpolated from observed gravity values.
 AJ8553
 AJ8553;                    North         East     Units Scale Factor Converg.
 AJ8553;SPC NJ       -   217,996.704   156,908.634   MT  0.99990059   +0 03 12.6
 AJ8553;SPC NJ       -   715,210.85    514,791.08   sFT  0.99990059   +0 03 12.6
 AJ8553;UTM  18      - 4,516,372.601   549,086.276   MT  0.99962966   +0 22 48.7
 AJ8553
 AJ8553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8553!SPC NJ       -   0.99999654  x   0.99990059  =   0.99989713
 AJ8553!UTM  18      -   0.99999654  x   0.99962966  =   0.99962620
 AJ8553
 AJ8553:                Primary Azimuth Mark                     Grid Az
 AJ8553:SPC NJ       -  MMU D                                    184 50 12.3
 AJ8553:UTM  18      -  MMU D                                    184 30 36.2
 AJ8553
 AJ8553|---------------------------------------------------------------------|
 AJ8553| PID    Reference Object                     Distance      Geod. Az  |
 AJ8553|                                                           dddmmss.s |
 AJ8553| AJ8502 MMU D                               461.597 METERS 1845324.9 |
 AJ8553|---------------------------------------------------------------------|
 AJ8553
 AJ8553                          SUPERSEDED SURVEY CONTROL
 AJ8553
 AJ8553.No superseded survey control is available for this station.
 AJ8553
 AJ8553_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4908616373(NAD 83)
 AJ8553_MARKER: F = FLANGE-ENCASED ROD
 AJ8553_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8553_STAMPING: MMU C 2001
 AJ8553_MARK LOGO: NGS   
 AJ8553_PROJECTION: FLUSH
 AJ8553_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8553+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2005
 AJ8553_ROD/PIPE-DEPTH: 8.40 meters
 AJ8553_SLEEVE-DEPTH  : 0.90 meters
 AJ8553
 AJ8553  HISTORY     - Date     Condition        Report By
 AJ8553  HISTORY     - 20010808 MONUMENTED       NGS
 AJ8553  HISTORY     - 20021016 GOOD             NJGS
 AJ8553  HISTORY     - 20050404 GOOD             JCLS
 AJ8553  HISTORY     - 20050405 GOOD             JCLS
 AJ8553
 AJ8553                          STATION DESCRIPTION
 AJ8553
 AJ8553'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AJ8553'ON THE MORRISTOWN MUNIICPAL AIRPORT, ABOUT125 METERS EAST OF THE
 AJ8553'CONTROL TOWER, SOUTH OF A WINDSOCK AND 37. 3 METERS NORTHWEST
 AJ8553'OF AND IN LINE WITH THE 3RD PAIR OF TAXIWAY LIGHTS.  OWNERSHIP,  D.M.
 AJ8553'AIRPORT DEVELOPERS INC, 8 AIRPORT ROAD, MORRISTOWN, NJ 07960.
 AJ8553'PHONE--973-538-3366.  TO REACH FROM THE JUNCTION OF INTERSTATE 287
 AJ8553'AND STATE HIGHWAY 24, NORTHEAST OF MORRISTOWN.  GO 2.9 KM
 AJ8553'SOUTHEAST ON STATE HIGHWAY 24 AND THEN 0.8 KM EAST ALONG COUNTY
 AJ8553'ROAD 510, TO AIRPORT ROAD, TURN LEFT, NORTH, GO 0.7 KM NORTHERLY TO
 AJ8553'A T INTERSECTION, TURN RIGHT,SOUTHEAST, GO 0.7 KM ALONG AIRPORT
 AJ8553'ROAD TO AN ELECTONIC GATE.  NOTE-- AN ESCORT IS NEEDED TO REACH THE
 AJ8553'STATION.  PASS THROUGH THE GATE AND TURN RIGHT,SOUTHEAST, GO 0.16
 AJ8553'KM ON AN ACCESS ROAD TO THE BEGINING OF A TAXI AND THE STATION ON
 AJ8553'THE LEFT.  68.2 M NORTHEAST OF THE EDGE OF THE ROAD,  65.0 M
 AJ8553'SOUTHWEST OF THE SOUTH WEST 1 OF 4 STEEL POSTS AROUND A WELL,
 AJ8553'61.3 M NORTH OF THE SIGN BASE OF SIGN--E  A--, 40.5 M NORTHWEST OF THE
 AJ8553'NORTHWEST EDGE OF TAXIWAY  A, 37.3 M NORTHWEST OF AND IN LINE WITH
 AJ8553'THE 3RD PAIR OF TAXI LIGHTS, 32.1 M SOUTH OF THE WINDSOCK,  0.3 M
 AJ8553'ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS IS THROUGH A 5-INCH LOGO
 AJ8553'CAP,  SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  THIS IS A
 AJ8553'SECONDARY AIRPORT CONTROL STATION, SACS.
 AJ8553' 
 AJ8553'
 AJ8553
 AJ8553                          STATION RECOVERY (2002)
 AJ8553
 AJ8553'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 AJ8553'THE STATION WAS RECOVERED AS DESCRIBED.
 AJ8553'
 AJ8553
 AJ8553                          STATION RECOVERY (2005)
 AJ8553
 AJ8553'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 AJ8553'RECOVERED IN GOOD CONDITION.
 AJ8553
 AJ8553                          STATION RECOVERY (2005)
 AJ8553
 AJ8553'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 AJ8553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ8502 ***********************************************************************
 AJ8502  PACS        -  This is a Primary Airport Control Station.
 AJ8502  DESIGNATION -  MMU D
 AJ8502  PID         -  AJ8502
 AJ8502  STATE/COUNTY-  NJ/MORRIS
 AJ8502  USGS QUAD   -  MORRISTOWN (1981)
 AJ8502
 AJ8502                         *CURRENT SURVEY CONTROL
 AJ8502  ___________________________________________________________________
 AJ8502* NAD 83(1996)-  40 47 33.87569(N)    074 25 06.94327(W)     ADJUSTED  
 AJ8502* NAVD 88     -        54.552  (meters)     178.98   (feet)  ADJUSTED  
 AJ8502  ___________________________________________________________________
 AJ8502  X           -   1,298,897.459 (meters)                     COMP
 AJ8502  Y           -  -4,657,963.950 (meters)                     COMP
 AJ8502  Z           -   4,145,039.535 (meters)                     COMP
 AJ8502  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 AJ8502  ELLIP HEIGHT-          21.73  (meters)          (01/21/03) GPS OBS
 AJ8502  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 AJ8502  DYNAMIC HT  -          54.528 (meters)     178.90  (feet)  COMP
 AJ8502  MODELED GRAV-     980,191.3   (mgal)                       NAVD 88
 AJ8502
 AJ8502  HORZ ORDER  -  B
 AJ8502  VERT ORDER  -  SECOND    CLASS II
 AJ8502  ELLP ORDER  -  FIRST     CLASS I
 AJ8502
 AJ8502.This mark is at Morristown Airport (MMU)
 AJ8502
 AJ8502.The horizontal coordinates were established by GPS observations
 AJ8502.and adjusted by the National Geodetic Survey in March 2002..
 AJ8502
 AJ8502.The orthometric height was determined by differential leveling
 AJ8502.and adjusted by the National Geodetic Survey in March 2005..
 AJ8502.No vertical observational check was made to the station.
 AJ8502
 AJ8502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8502
 AJ8502.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8502
 AJ8502.The ellipsoidal height was determined by GPS observations
 AJ8502.and is referenced to NAD 83.
 AJ8502
 AJ8502.The geoid height was determined by GEOID03.
 AJ8502
 AJ8502.The dynamic height is computed by dividing the NAVD 88
 AJ8502.geopotential number by the normal gravity value computed on the
 AJ8502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8502.degrees latitude (g = 980.6199 gals.).
 AJ8502
 AJ8502.The modeled gravity was interpolated from observed gravity values.
 AJ8502
 AJ8502;                    North         East     Units Scale Factor Converg.
 AJ8502;SPC NJ       -   217,536.797   156,869.717   MT  0.99990058   +0 03 11.5
 AJ8502;SPC NJ       -   713,701.97    514,663.40   sFT  0.99990058   +0 03 11.5
 AJ8502;UTM  18      - 4,515,912.604   549,049.992   MT  0.99962961   +0 22 47.5
 AJ8502
 AJ8502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8502!SPC NJ       -   0.99999659  x   0.99990058  =   0.99989717
 AJ8502!UTM  18      -   0.99999659  x   0.99962961  =   0.99962620
 AJ8502
 AJ8502:                Primary Azimuth Mark                     Grid Az
 AJ8502:SPC NJ       -  MMU C                                    004 50 12.3
 AJ8502:UTM  18      -  MMU C                                    004 30 36.3
 AJ8502
 AJ8502|---------------------------------------------------------------------|
 AJ8502| PID    Reference Object                     Distance      Geod. Az  |
 AJ8502|                                                           dddmmss.s |
 AJ8502| AJ8553 MMU C                               461.597 METERS 0045323.8 |
 AJ8502|---------------------------------------------------------------------|
 AJ8502
 AJ8502                          SUPERSEDED SURVEY CONTROL
 AJ8502
 AJ8502.No superseded survey control is available for this station.
 AJ8502
 AJ8502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4905015913(NAD 83)
 AJ8502_MARKER: F = FLANGE-ENCASED ROD
 AJ8502_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8502_STAMPING: MMU D 2001
 AJ8502_MARK LOGO: NGS   
 AJ8502_PROJECTION: FLUSH
 AJ8502_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8502+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 AJ8502_ROD/PIPE-DEPTH: 15.3 meters
 AJ8502_SLEEVE-DEPTH  : 0.90 meters
 AJ8502
 AJ8502  HISTORY     - Date     Condition        Report By
 AJ8502  HISTORY     - 20010808 MONUMENTED       NGS
 AJ8502  HISTORY     - 20020328 GOOD             NGS
 AJ8502  HISTORY     - 20021016 GOOD             NJGS
 AJ8502
 AJ8502                          STATION DESCRIPTION
 AJ8502
 AJ8502'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AJ8502'AT THE MORRISTOWN MUNIICPAL AIRPORT, ABOUT 45 METERS SOUTHEAST
 AJ8502'OF THE SOUTHEAST CORNER OF AND IN LINE WITH THE SOUTHWEST END OF
 AJ8502'RNUWAY 5.  OWNERSHIP,  D.M. AIRPORT DEVELOPERS INC, 8 AIRPORT ROAD,
 AJ8502'MORRISTOWN, NJ 07960. PHONE 973-538-3366.  TO REACH FROM THE
 AJ8502'JUNCTION OF INTERSTATE 287 AND STATE HIGHWAY 24, NORTHEAST OF
 AJ8502'MORRISTOWN.  GO 2.9 KM SOUTHEAST ON STATE HIGHWAY 24 AND THEN 0.8
 AJ8502'KM EAST ALONG COUNTY ROAD 510, TO AIRPORT ROAD, TURN LEFT, NORTH,
 AJ8502'GO 0.7 KM NORTHERLY TO A T INTERSECTION, TURN RIGHT,SOUTHEAST, GO
 AJ8502'0.7 KM ALONG AIRPORT ROAD TO AN ELECTONIC GATE.  NOTE-- AN ESCORT IS
 AJ8502'NEEDED TO REACH THE STATION.  PASS THROUGH THE GATE AND TURN
 AJ8502'RIGHT,SOUTHEAST, GO 0.2 KM ON AN ACCESS ROAD TO  TAXIWAY A, TURN
 AJ8502'RIGHT,SOUTHWEST, GO  0.4 KM TO THE END OF THE TAXI, TURN LEFT,
 AJ8502'SOUTHEAST, GO 0.2 KM AROUND THE END OF THE RUNWAYTO THE STATION
 AJ8502'ON THE RIGHT.  45.0 M SOUTHEAST OF THE SOUTHEAST CORNER AND IN LINE
 AJ8502'WITH THE RUNWAY END, 22.5 M EASTSOUTHEAST OF A REIL, 8.1 M
 AJ8502'NORTHWEST OF A WITNESS POST, 0.5 M BELOW THE LEVEL OF THE RUNWAY.
 AJ8502' NOTE--ACCESS IS THROUGH A 5-INCH LOGO CAP, THE SLEEVE DEPTH DOES
 AJ8502'NOT MEET CLASS A REQUIREMENTS.  THIS IS A PRIMARY AIRPORT
 AJ8502'CONTROL STATION, PACS.
 AJ8502' 
 AJ8502'
 AJ8502
 AJ8502                          STATION RECOVERY (2002)
 AJ8502
 AJ8502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8502'RECOVERED AS DESCRIBED.
 AJ8502
 AJ8502                          STATION RECOVERY (2002)
 AJ8502
 AJ8502'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 AJ8502'THE STATION WAS RECOVERED AS DESCRIBED.
 AJ8502'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ8552 ***********************************************************************
 AJ8552  SACS        -  This is a Secondary Airport Control Station.
 AJ8552  DESIGNATION -  MMU E
 AJ8552  PID         -  AJ8552
 AJ8552  STATE/COUNTY-  NJ/MORRIS
 AJ8552  USGS QUAD   -  MORRISTOWN (1981)
 AJ8552
 AJ8552                         *CURRENT SURVEY CONTROL
 AJ8552  ___________________________________________________________________
 AJ8552* NAD 83(1996)-  40 48 06.17155(N)    074 24 35.80470(W)     ADJUSTED  
 AJ8552* NAVD 88     -        54.68   (meters)     179.4    (feet)  GPS OBS   
 AJ8552  ___________________________________________________________________
 AJ8552  X           -   1,299,425.727 (meters)                     COMP
 AJ8552  Y           -  -4,657,140.961 (meters)                     COMP
 AJ8552  Z           -   4,145,793.833 (meters)                     COMP
 AJ8552  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 AJ8552  ELLIP HEIGHT-          21.91  (meters)          (04/03/03) GPS OBS
 AJ8552  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 AJ8552
 AJ8552  HORZ ORDER  -  FIRST
 AJ8552  ELLP ORDER  -  FOURTH    CLASS I
 AJ8552
 AJ8552.This mark is at Morristown Airport (MMU)
 AJ8552
 AJ8552.The horizontal coordinates were established by GPS observations
 AJ8552.and adjusted by the National Geodetic Survey in March 2002..
 AJ8552
 AJ8552.The orthometric height was determined by GPS observations and a
 AJ8552.high-resolution geoid model.
 AJ8552
 AJ8552.GPS derived orthometric heights for airport stations designated as
 AJ8552.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8552.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8552.not indicate centimeter accuracy relative to other marks which are
 AJ8552.part of the NAVD 88 network.
 AJ8552
 AJ8552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8552
 AJ8552.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8552
 AJ8552.The ellipsoidal height was determined by GPS observations
 AJ8552.and is referenced to NAD 83.
 AJ8552
 AJ8552.The geoid height was determined by GEOID03.
 AJ8552
 AJ8552;                    North         East     Units Scale Factor Converg.
 AJ8552;SPC NJ       -   218,533.649   157,598.632   MT  0.99990071   +0 03 31.8
 AJ8552;SPC NJ       -   716,972.48    517,054.85   sFT  0.99990071   +0 03 31.8
 AJ8552;UTM  18      - 4,516,913.325   549,773.015   MT  0.99963049   +0 23 08.1
 AJ8552
 AJ8552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8552!SPC NJ       -   0.99999656  x   0.99990071  =   0.99989727
 AJ8552!UTM  18      -   0.99999656  x   0.99963049  =   0.99962705
 AJ8552
 AJ8552                          SUPERSEDED SURVEY CONTROL
 AJ8552
 AJ8552.No superseded survey control is available for this station.
 AJ8552
 AJ8552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4977316913(NAD 83)
 AJ8552_MARKER: F = FLANGE-ENCASED ROD
 AJ8552_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8552_STAMPING: MMU E
 AJ8552_MARK LOGO: NGS   
 AJ8552_PROJECTION: FLUSH
 AJ8552_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ8552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8552+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2001
 AJ8552_ROD/PIPE-DEPTH: 9.6  meters
 AJ8552_SLEEVE-DEPTH  : 0.9 meters
 AJ8552
 AJ8552  HISTORY     - Date     Condition        Report By
 AJ8552  HISTORY     - 20010808 MONUMENTED       NGS
 AJ8552
 AJ8552                          STATION DESCRIPTION
 AJ8552
 AJ8552'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AJ8552'ON THE MORRISTOWN MUNIICPAL AIRPORT, TOWARDS THE NORTHEAST END
 AJ8552'OF THE AIRPORT, SOUTHEAST OF THE RUNWAY,  AT THE TAXIWAY G
 AJ8552'CROSSOVER. IN LINE WITH THE 1ST PAIR OF RUNWAY LIGHTS NORTHEAST
 AJ8552'OF THE CROSSOVER  OWNERSHIP,  D.M. AIRPORT DEVELOPERS INC, 8
 AJ8552'AIRPORT ROAD, MORRISTOWN, NJ 07960. PHONE--973-538-3366.
 AJ8552'TO REACH FROM THE JUNCTION OF INTERSTATE 287 AND STATE HIGHWAY
 AJ8552'24, NORTHEAST OF MORRISTOWN.  GO 2.9 KM SOUTHEAST ON STATE
 AJ8552'HIGHWAY 24 AND THEN 0.8 KM EAST ALONG COUNTY ROAD 510, TO AIRPORT
 AJ8552'ROAD, TURN LEFT, NORTH, GO 0.7 KM NORTHERLY TO A T INTERSECTION,
 AJ8552'TURN RIGHT,SOUTHEAST, GO 0.7 KM ALONG AIRPORT ROAD TO AN
 AJ8552'ELECTONIC GATE.  NOTE-- AN ESCORT IS NEEDED TO REACH THE STATION.
 AJ8552'PASS THROUGH THE GATE AND TURN RIGHT, SOUTHEAST GO 0.2 KM TO
 AJ8552'TAXIWAY A, TURN LEFT, NORTHEAST, GO 0.9 KM ALONG TAXIWAY A TO THE
 AJ8552'TAXIWAY G CROSSOVER,  TURN RIGHT, SOUTHEAST, GO 0.2 KM ON TAXIWAY
 AJ8552'G AND ACROSS THE RUNWAY TO THE STATION ON THE LEFT.  47.8 M
 AJ8552'SOUTHEAST OF THE RUNWAY EDGE, 44.6 M SOUTHEAST OF AND IN LINE
 AJ8552'WITH THE 1ST PAIR OF RUNWAY LIGHTS NORTHEAST OF TAXI G CROSS
 AJ8552'OVER, 38.7 M EAST OF THE EAST CORNER OF THE 4000-FOOT RUNWAY
 AJ8552'MARKER SIGN, 12.6 M NORTHWEST OF A WITNESS POST, 0.5 M BELOW THE
 AJ8552'LEVEL OF THE RUNWAY.  NOTE--ACCESS IS THROUGH A 5-INCH LOGO CAP,
 AJ8552'THE SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  THIS IS A
 AJ8552'SECONDARY AIRPORT CONTROL STATION, SACS.
 AJ8552' 
 AJ8552' 
 AJ8552'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5194 ***********************************************************************
 AI5194  DESIGNATION -  MN 2 COE
 AI5194  PID         -  AI5194
 AI5194  STATE/COUNTY-  NJ/MONMOUTH
 AI5194  USGS QUAD   -  POINT PLEASANT (1989)
 AI5194
 AI5194                         *CURRENT SURVEY CONTROL
 AI5194  ___________________________________________________________________
 AI5194* NAD 83(1996)-  40 06 06.58542(N)    074 01 54.09437(W)     ADJUSTED  
 AI5194* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AI5194  ___________________________________________________________________
 AI5194  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AI5194  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 AI5194
 AI5194  HORZ ORDER  -  THIRD
 AI5194
 AI5194.The horizontal coordinates were established by classical geodetic methods
 AI5194.and adjusted by the National Geodetic Survey in May 2000..
 AI5194
 AI5194.The orthometric height was scaled from a topographic map.
 AI5194
 AI5194.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5194
 AI5194.The geoid height was determined by GEOID03.
 AI5194
 AI5194;                    North         East     Units Scale Factor Converg.
 AI5194;SPC NJ       -   140,925.063   189,927.169   MT  0.99991962   +0 18 06.0
 AI5194;SPC NJ       -   462,351.64    623,119.39   sFT  0.99991962   +0 18 06.0
 AI5194;UTM  18      - 4,439,508.627   582,532.174   MT  0.99968385   +0 37 25.6
 AI5194
 AI5194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5194!SPC NJ       -   1.00000470  x   0.99991962  =   0.99992432
 AI5194!UTM  18      -   1.00000470  x   0.99968385  =   0.99968854
 AI5194
 AI5194                          SUPERSEDED SURVEY CONTROL
 AI5194
 AI5194.No superseded survey control is available for this station.
 AI5194
 AI5194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8253239509(NAD 83)
 AI5194_MARKER: DD = SURVEY DISK
 AI5194_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI5194+WITH SETTING: PAVEMENT
 AI5194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5194+STABILITY: SURFACE MOTION
 AI5194
 AI5194  HISTORY     - Date     Condition        Report By
 AI5194  HISTORY     - 1988     MONUMENTED       NOSAMC
 AI5194
 AI5194                          STATION DESCRIPTION
 AI5194
 AI5194'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5194'THE STATION IS LOCATED AT THE SE EDGE OF THE TOWN OF MANASQUAN, N.J.
 AI5194'ON THE NORTH BREAKWATER OF MANASQUAN INLET. LOCATED NEAR THE
 AI5194'APPROXIMATE CENTER OF THE CONCRETE PORTION OF THE BREAKWATER. THE
 AI5194'STATION IS A U.S. ARMY CORPS OF ENGINEERS DISK WHICH IS UNSTAMPED SET
 AI5194'IN A DRILL HOLE IN THE CONCRETE SLAB OF THE BREAKWATER 5.8 M (19.01
 AI5194'FT) N OF THE S EDGE OF THE CONCRETE. 4.2 METERS (13.78 FT) S OF THE N
 AI5194'EDGE OF THE CONCRETE, AND 31.65 M (103.84 FT) NW OF STATION SQUANO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5244 ***********************************************************************
 KV5244  DESIGNATION -  MNR 1
 KV5244  PID         -  KV5244
 KV5244  STATE/COUNTY-  NJ/MONMOUTH
 KV5244  USGS QUAD   -  POINT PLEASANT (1989)
 KV5244
 KV5244                         *CURRENT SURVEY CONTROL
 KV5244  ___________________________________________________________________
 KV5244* NAD 83(1996)-  40 06 14.65718(N)    074 02 07.72954(W)     ADJUSTED  
 KV5244* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5244  ___________________________________________________________________
 KV5244  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 KV5244  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV5244
 KV5244  HORZ ORDER  -  THIRD
 KV5244
 KV5244.The horizontal coordinates were established by classical geodetic methods
 KV5244.and adjusted by the National Geodetic Survey in September 1999..
 KV5244
 KV5244.The orthometric height was scaled from a topographic map.
 KV5244
 KV5244.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5244
 KV5244.The geoid height was determined by GEOID03.
 KV5244
 KV5244;                    North         East     Units Scale Factor Converg.
 KV5244;SPC NJ       -   141,172.307   189,602.947   MT  0.99991930   +0 17 57.3
 KV5244;SPC NJ       -   463,162.81    622,055.67   sFT  0.99991930   +0 17 57.3
 KV5244;UTM  18      - 4,439,753.987   582,206.644   MT  0.99968319   +0 37 16.9
 KV5244
 KV5244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5244!SPC NJ       -   1.00000476  x   0.99991930  =   0.99992406
 KV5244!UTM  18      -   1.00000476  x   0.99968319  =   0.99968795
 KV5244
 KV5244:                Primary Azimuth Mark                     Grid Az
 KV5244:SPC NJ       -  MNR 2                                    196 27 50.9
 KV5244:UTM  18      -  MNR 2                                    196 08 31.3
 KV5244
 KV5244|---------------------------------------------------------------------|
 KV5244| PID    Reference Object                     Distance      Geod. Az  |
 KV5244|                                                           dddmmss.s |
 KV5244| KV5252 MNR 2                               452.558 METERS 1964548.2 |
 KV5244|---------------------------------------------------------------------|
 KV5244
 KV5244                          SUPERSEDED SURVEY CONTROL
 KV5244
 KV5244  NAD 83(1986)-  40 06 14.64994(N)    074 02 07.72351(W) AD(       ) 3
 KV5244  NAD 27      -  40 06 14.23800(N)    074 02 09.22500(W) AD(       ) 3
 KV5244
 KV5244.Superseded values are not recommended for survey control.
 KV5244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5244.See file dsdata.txt to determine how the superseded data were derived.
 KV5244
 KV5244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8220739754(NAD 83)
 KV5244_MARKER: DD = SURVEY DISK
 KV5244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5244_SP_SET: TOP STEP LEADING TO ESPLANADE
 KV5244_MARK LOGO: USE   
 KV5244_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5244+STABILITY: SURFACE MOTION
 KV5244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5244+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KV5244
 KV5244  HISTORY     - Date     Condition        Report By
 KV5244  HISTORY     - UNK      MONUMENTED
 KV5244  HISTORY     - 1934     GOOD             USE
 KV5244  HISTORY     - 1951     GOOD             CGS
 KV5244  HISTORY     - 1988     GOOD             NOSAMC
 KV5244  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5244
 KV5244                          STATION DESCRIPTION
 KV5244
 KV5244'DESCRIBED BY US ENGINEERS 1934
 KV5244'STATION IS ON THE N SIDE OF MANASQUAN RIVER INLET IN THE CITY OF
 KV5244'MANASQUAN AT THE FOOT OF FIRST STREET.  IT IS APPROXIMATELY 400
 KV5244'FEET NW ALONG THE WOODEN BULKHEAD FROM THE W END OF THE N JETTY
 KV5244'OF MANASQUAN RIVER INLET.  THE STATION IS APPROXIMATELY 750 FEET
 KV5244'W OF THE HIGH-WATER LINE (ATLANTIC OCEAN).
 KV5244
 KV5244                          STATION RECOVERY (1951)
 KV5244
 KV5244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV5244'STATION WAS RECOVERED IN GOOD CONDITION.  IT WAS ESTABLISHED BY
 KV5244'THE U.S.E. IN 1941.  NO PREVIOUS DESCRIPTION WAS AVAILABLE.
 KV5244'
 KV5244'STATION IS LOCATED AT SQUAN BEACH ON THE N SIDE OF MANASQUAN INLET
 KV5244'AT THE S END OF FIRST STREET.  MARK IS A STANDARD
 KV5244'U.S.E. TRIANGULATION STATION DISK SET IN THE TOP STEP OF THE MOST E
 KV5244'SET OF STEPS LEADING DOWN TO THE ESPLANADE.  IT IS 21.0 FEET N OF
 KV5244'THE STEEL BULKHEAD, 8.8 FEET E OF THE W END, AND 2.2 FEET W OF
 KV5244'THE E END OF SAID STEPS.  THE DISK IS UNSTAMPED.
 KV5244
 KV5244                          STATION RECOVERY (1988)
 KV5244
 KV5244'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KV5244'THE STATION NOT RECOVERED AT THIS DATE. A SEARCH IN THE AREA TURNED UP
 KV5244'NO TRACE OF THE STATION.
 KV5244
 KV5244                          STATION RECOVERY (1991)
 KV5244
 KV5244'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5244'THE STATION WAS NOT RECOVERED AFTER A HALF HOUR SEARCH BY A TWO MAN
 KV5244'PARTY. THE STEPS MENTIONED IN THE DESCRIPTION DONE IN 1951 HAVE BEEN
 KV5244'REMOVED. THE STATION IS PRESUMED TO BE LOST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5254 ***********************************************************************
 KV5254  DESIGNATION -  MNR 10
 KV5254  PID         -  KV5254
 KV5254  STATE/COUNTY-  NJ/OCEAN
 KV5254  USGS QUAD   -  POINT PLEASANT (1989)
 KV5254
 KV5254                         *CURRENT SURVEY CONTROL
 KV5254  ___________________________________________________________________
 KV5254* NAD 83(1996)-  40 05 55.00565(N)    074 03 14.16909(W)     ADJUSTED  
 KV5254* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5254  ___________________________________________________________________
 KV5254  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 KV5254  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV5254
 KV5254  HORZ ORDER  -  THIRD
 KV5254
 KV5254.The horizontal coordinates were established by classical geodetic methods
 KV5254.and adjusted by the National Geodetic Survey in September 1999..
 KV5254
 KV5254.The orthometric height was scaled from a topographic map.
 KV5254
 KV5254.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5254
 KV5254.The geoid height was determined by GEOID03.
 KV5254
 KV5254;                    North         East     Units Scale Factor Converg.
 KV5254;SPC NJ       -   140,558.188   188,032.549   MT  0.99991780   +0 17 14.3
 KV5254;SPC NJ       -   461,147.99    616,903.45   sFT  0.99991780   +0 17 14.3
 KV5254;UTM  18      - 4,439,131.197   580,640.096   MT  0.99968005   +0 36 33.8
 KV5254
 KV5254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5254!SPC NJ       -   1.00000507  x   0.99991780  =   0.99992287
 KV5254!UTM  18      -   1.00000507  x   0.99968005  =   0.99968512
 KV5254
 KV5254|---------------------------------------------------------------------|
 KV5254| PID    Reference Object                     Distance      Geod. Az  |
 KV5254|                                                           dddmmss.s |
 KV5254| CB5338 MNR 10 RM 1                          26.065 METERS 08027     |
 KV5254| CB5339 MNR 10 RM 2                          35.098 METERS 12037     |
 KV5254| KV7047 ZEIGLER RESET                       APPROX. 2.1 KM 3150850.3 |
 KV5254|---------------------------------------------------------------------|
 KV5254
 KV5254                          SUPERSEDED SURVEY CONTROL
 KV5254
 KV5254  NAD 83(1986)-  40 05 54.99819(N)    074 03 14.16215(W) AD(       ) 3
 KV5254  NAD 27      -  40 05 54.58100(N)    074 03 15.66400(W) AD(       ) 3
 KV5254
 KV5254.Superseded values are not recommended for survey control.
 KV5254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5254.See file dsdata.txt to determine how the superseded data were derived.
 KV5254
 KV5254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8064039131(NAD 83)
 KV5254_MARKER: B = BOLT
 KV5254_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV5254_SP_SET: CLAY TILE IN EARTH
 KV5254_MARK LOGO: USE   
 KV5254_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV5254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5254+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KV5254
 KV5254  HISTORY     - Date     Condition        Report By
 KV5254  HISTORY     - 1933     MONUMENTED       USE
 KV5254  HISTORY     - 1933     GOOD             USE
 KV5254  HISTORY     - 1934     GOOD             CGS
 KV5254  HISTORY     - 1951     MARK NOT FOUND   CGS
 KV5254  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5254
 KV5254                          STATION DESCRIPTION
 KV5254
 KV5254'DESCRIBED BY US ENGINEERS 1933
 KV5254'THE STATION, A CROSS CUT IN THE TOP OF AN IRON BOLT SET IN 6 INCH
 KV5254'TILE FLUSH WITH THE GROUND, WAS ESTABLISHED BY THE UNITED STATES
 KV5254'ENGINEERS IN 1933.
 KV5254
 KV5254                          STATION RECOVERY (1933)
 KV5254
 KV5254'RECOVERY NOTE BY US ENGINEERS 1933
 KV5254'RECOVERED IN GOOD CONDITION.
 KV5254
 KV5254                          STATION RECOVERY (1934)
 KV5254
 KV5254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5254'THE STATION, A CROSS CUT IN THE TOP OF AN IRON BOLT SET IN 6 INCH
 KV5254'TILE FLUSH WITH THE GROUND, WAS ESTABLISHED BY THE UNITED STATES
 KV5254'ENGINEERS IN 1933.
 KV5254'
 KV5254'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD BRONZE DISKS SET IN
 KV5254'CONCRETE.
 KV5254'
 KV5254'LOCATED IN POINT PLEASANT, 323 METERS W OF THE STATE HIGHWAY
 KV5254'35 BRIDGE OVER THE MANASQUAN RIVER, ON THE PROPERTY OF
 KV5254'MR. P.C. BRISBANE.  LOCATED ON THE LAWN IN THE NE CORNER OF THE
 KV5254'PROPERTY, 3.0 METERS FROM THE CORNER OF THE NE BULKHEAD, 2.4
 KV5254'METERS W OF THE E BULKHEAD, 2.1 METERS S OF THE N BULKHEAD, AND
 KV5254'3.5 METERS NW OF A TALL WHITE FLAGPOLE.
 KV5254'
 KV5254'TWO REFERENCE MARKS WERE ESTABLISHED.  REFERENCE MARK NO.1 IS
 KV5254'SE OF THE STATION IN THE LAWN ALONG THE E BULKHEAD.
 KV5254'
 KV5254'REFERENCE MARK NO.2 IS S OF THE STATION, AT THE END OF THE
 KV5254'GRAVEL DRIVEWAY.
 KV5254'
 KV5254'REACHED FROM POINT PLEASANT VIA CEDAR AVENUE DIRECT TO STATION.
 KV5254'
 KV5254'ALL STATIONS VISIBLE FROM THE GROUND.
 KV5254
 KV5254                          STATION RECOVERY (1951)
 KV5254
 KV5254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFB)
 KV5254'STATION MARK AND REFERENCE MARKS WERE NOT RECOVERED AFTER AN HOURS
 KV5254'SEARCH BY A TWO-MAN PARTY.  THE AREA HAS BEEN FILLED IN.  IT
 KV5254'WAS PROBED TO A DEPTH OF 1 FOOT WITH NO RESULTS.  IT IS BELIEVED
 KV5254'THAT THE STATION MARK AND THE REFERENCE MARKS ARE INTACT, BUT
 KV5254'DEEPLY COVERED BY THE FILL.
 KV5254
 KV5254                          STATION RECOVERY (1991)
 KV5254
 KV5254'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5254'THE STATION WAS SEARCHED FOR AND NOT FOUND.  IT WAS PRESUMED LOST AT
 KV5254'THE TIME OF THE LAST RECOVERY IN 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5235 ***********************************************************************
 KV5235  DESIGNATION -  MNR 11
 KV5235  PID         -  KV5235
 KV5235  STATE/COUNTY-  NJ/MONMOUTH
 KV5235  USGS QUAD   -  POINT PLEASANT (1989)
 KV5235
 KV5235                         *CURRENT SURVEY CONTROL
 KV5235  ___________________________________________________________________
 KV5235* NAD 83(1996)-  40 06 33.38326(N)    074 02 43.14217(W)     ADJUSTED  
 KV5235* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5235  ___________________________________________________________________
 KV5235  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 KV5235  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV5235
 KV5235  HORZ ORDER  -  THIRD
 KV5235
 KV5235.The horizontal coordinates were established by classical geodetic methods
 KV5235.and adjusted by the National Geodetic Survey in September 1999..
 KV5235
 KV5235.The orthometric height was scaled from a topographic map.
 KV5235
 KV5235.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5235
 KV5235.The geoid height was determined by GEOID03.
 KV5235
 KV5235;                    North         East     Units Scale Factor Converg.
 KV5235;SPC NJ       -   141,745.497   188,761.344   MT  0.99991849   +0 17 34.6
 KV5235;SPC NJ       -   465,043.35    619,294.51   sFT  0.99991849   +0 17 34.6
 KV5235;UTM  18      - 4,440,322.302   581,362.032   MT  0.99968149   +0 36 54.3
 KV5235
 KV5235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5235!SPC NJ       -   1.00000507  x   0.99991849  =   0.99992356
 KV5235!UTM  18      -   1.00000507  x   0.99968149  =   0.99968656
 KV5235
 KV5235|---------------------------------------------------------------------|
 KV5235| PID    Reference Object                     Distance      Geod. Az  |
 KV5235|                                                           dddmmss.s |
 KV5235| KV5226 MNR 5                               312.994 METERS 03950     |
 KV5235| KV5239 MEADOW B C N MNR 3                  APPROX. 0.5 KM 1303353.5 |
 KV5235| KV5237 MNR 13                              389.261 METERS 23406     |
 KV5235| KV5225 MNR 7                               287.516 METERS 35745     |
 KV5235|---------------------------------------------------------------------|
 KV5235
 KV5235                          SUPERSEDED SURVEY CONTROL
 KV5235
 KV5235  NAD 83(1986)-  40 06 33.37562(N)    074 02 43.13595(W) AD(       ) 3
 KV5235  NAD 27      -  40 06 32.96100(N)    074 02 44.64100(W) AD(       ) 3
 KV5235
 KV5235.Superseded values are not recommended for survey control.
 KV5235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5235.See file dsdata.txt to determine how the superseded data were derived.
 KV5235
 KV5235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8136240322(NAD 83)
 KV5235_MARK LOGO: NJBCN 
 KV5235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5235+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KV5235
 KV5235  HISTORY     - Date     Condition        Report By
 KV5235  HISTORY     - UNK      FIRST OBSERVED
 KV5235  HISTORY     - 1934     GOOD             USE
 KV5235  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5235
 KV5235                          STATION DESCRIPTION
 KV5235
 KV5235'DESCRIBED BY US ENGINEERS 1934
 KV5235'STATION IS LOCATED IN THE CITY OF BRIELLE, E OF THE N.Y. AND
 KV5235'L.B. R.R. TRACKS AND S OF DEBBIES CREEK.  MARK IS AT THE FOOT OF THE
 KV5235'STREET CONNECTING CRESCENT AVENUE WITH WATSONS CREEK, AND IS
 KV5235'ABOUT 47 FEET FROM THE HIGH-WATER LINE OF THE CREEK.
 KV5235
 KV5235                          STATION RECOVERY (1991)
 KV5235
 KV5235'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5235'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER HALF HOUR SEARCH
 KV5235'BY A TWO MAN PARTY.  THE AREA HAS UNDERGONE EXTENSIVE RECONSTRUCTION
 KV5235'SINCE THE ORIGINAL DESCRIPTION AND THE STATION IS PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5260 ***********************************************************************
 KV5260  DESIGNATION -  MNR 12
 KV5260  PID         -  KV5260
 KV5260  STATE/COUNTY-  NJ/OCEAN
 KV5260  USGS QUAD   -  POINT PLEASANT (1989)
 KV5260
 KV5260                         *CURRENT SURVEY CONTROL
 KV5260  ___________________________________________________________________
 KV5260* NAD 83(1996)-  40 05 41.78536(N)    074 03 23.39640(W)     ADJUSTED  
 KV5260* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5260  ___________________________________________________________________
 KV5260  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 KV5260  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV5260
 KV5260  HORZ ORDER  -  THIRD
 KV5260
 KV5260.The horizontal coordinates were established by classical geodetic methods
 KV5260.and adjusted by the National Geodetic Survey in September 1999..
 KV5260
 KV5260.The orthometric height was scaled from a topographic map.
 KV5260
 KV5260.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5260
 KV5260.The geoid height was determined by GEOID03.
 KV5260
 KV5260;                    North         East     Units Scale Factor Converg.
 KV5260;SPC NJ       -   140,149.375   187,816.042   MT  0.99991760   +0 17 08.3
 KV5260;SPC NJ       -   459,806.74    616,193.13   sFT  0.99991760   +0 17 08.3
 KV5260;UTM  18      - 4,438,721.270   580,425.940   MT  0.99967963   +0 36 27.7
 KV5260
 KV5260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5260!SPC NJ       -   1.00000476  x   0.99991760  =   0.99992236
 KV5260!UTM  18      -   1.00000476  x   0.99967963  =   0.99968439
 KV5260
 KV5260:                Primary Azimuth Mark                     Grid Az
 KV5260:SPC NJ       -  MNR 10                                   027 54 20.6
 KV5260:UTM  18      -  MNR 10                                   027 35 01.2
 KV5260
 KV5260|---------------------------------------------------------------------|
 KV5260| PID    Reference Object                     Distance      Geod. Az  |
 KV5260|                                                           dddmmss.s |
 KV5260| KV5254 MNR 10                              462.644 METERS 0281128.9 |
 KV5260|---------------------------------------------------------------------|
 KV5260
 KV5260                          SUPERSEDED SURVEY CONTROL
 KV5260
 KV5260  NAD 83(1986)-  40 05 41.77794(N)    074 03 23.38923(W) AD(       ) 3
 KV5260  NAD 27      -  40 05 41.36000(N)    074 03 24.89200(W) AD(       ) 3
 KV5260
 KV5260.Superseded values are not recommended for survey control.
 KV5260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5260.See file dsdata.txt to determine how the superseded data were derived.
 KV5260
 KV5260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8042638721(NAD 83)
 KV5260_MARKER: I = METAL ROD
 KV5260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5260_SP_SET: CONRETE POST
 KV5260_MARK LOGO: NJBCN 
 KV5260_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5260+STABILITY: SURFACE MOTION
 KV5260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5260+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KV5260
 KV5260  HISTORY     - Date     Condition        Report By
 KV5260  HISTORY     - 1933     MONUMENTED       USE
 KV5260  HISTORY     - 1933     GOOD             USE
 KV5260  HISTORY     - 1934     GOOD             CGS
 KV5260  HISTORY     - 1951     GOOD             CGS
 KV5260  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5260
 KV5260                          STATION DESCRIPTION
 KV5260
 KV5260'DESCRIBED BY US ENGINEERS 1933
 KV5260'CENTER MARK IS 1 1/2-INCH GALVANIZED IRON PIPE ENCASED IN A
 KV5260'1-FOOT SQUARE CONCRETE MONUMENT AND PROJECTING 2 INCHES ABOVE IT
 KV5260'AND IS MARKED WALL 1933.
 KV5260
 KV5260                          STATION RECOVERY (1933)
 KV5260
 KV5260'RECOVERY NOTE BY US ENGINEERS 1933
 KV5260'RECOVERED IN GOOD CONDITION.
 KV5260
 KV5260                          STATION RECOVERY (1934)
 KV5260
 KV5260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5260'STATION ESTABLISHED BY THE UNITED STATES ENGINEERS DEPARTMENT IN
 KV5260'1933.  NO DESCRIPTION BY THAT ORGANIZATION AVAILABLE.  DESCRIBED
 KV5260'AS FOLLOWS--
 KV5260'
 KV5260'LOCATED IN POINT PLEASANT ON S BANK OF MANASQUAN RIVER 100
 KV5260'METERS SW OF THE END OF LINCOLN AVENUE IN FRONT OF THE PROPERTY
 KV5260'OF F.H. COLVIN.  LOCATED FIVE FEET N OF THE SEA WALL, 53 FEET
 KV5260'SW OF NE PROPERTY LINE, 78 FEET NE OF COLVINS PRIVATE DOCK IN
 KV5260'THE SAND.
 KV5260'
 KV5260'CENTER MARK IS 1 1/2-INCH GALVANIZED IRON PIPE ENCASED IN A
 KV5260'1-FOOT SQUARE CONCRETE MONUMENT AND PROJECTING 2 INCHES ABOVE IT
 KV5260'AND IS MARKED WALL 1933.
 KV5260'
 KV5260'STATION MANASQUAN RIVER 12 (USE) IS IDENTICAL WITH STATION WALL
 KV5260'1933 NEW JERSEY BOARD OF COMMERCE AND NAVIGATION.
 KV5260'
 KV5260'NO REFERENCE MARKS ESTABLISHED.
 KV5260
 KV5260                          STATION RECOVERY (1951)
 KV5260
 KV5260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV5260'STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 KV5260'DESCRIPTION IS ADEQUATE AND CORRECT.
 KV5260
 KV5260                          STATION RECOVERY (1991)
 KV5260
 KV5260'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5260'THE STATION WAS SEARCHED FOR AND NOT FOUND AND IS PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5237 ***********************************************************************
 KV5237  DESIGNATION -  MNR 13
 KV5237  PID         -  KV5237
 KV5237  STATE/COUNTY-  NJ/MONMOUTH
 KV5237  USGS QUAD   -  POINT PLEASANT (1989)
 KV5237
 KV5237                         *CURRENT SURVEY CONTROL
 KV5237  ___________________________________________________________________
 KV5237* NAD 83(1996)-  40 06 25.98331(N)    074 02 56.45660(W)     ADJUSTED  
 KV5237* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5237  ___________________________________________________________________
 KV5237  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 KV5237  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV5237
 KV5237  HORZ ORDER  -  THIRD
 KV5237
 KV5237.The horizontal coordinates were established by classical geodetic methods
 KV5237.and adjusted by the National Geodetic Survey in September 1999..
 KV5237
 KV5237.The orthometric height was scaled from a topographic map.
 KV5237
 KV5237.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5237
 KV5237.The geoid height was determined by GEOID03.
 KV5237
 KV5237;                    North         East     Units Scale Factor Converg.
 KV5237;SPC NJ       -   141,515.673   188,447.210   MT  0.99991819   +0 17 25.9
 KV5237;SPC NJ       -   464,289.34    618,263.89   sFT  0.99991819   +0 17 25.9
 KV5237;UTM  18      - 4,440,090.769   581,049.270   MT  0.99968086   +0 36 45.6
 KV5237
 KV5237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5237!SPC NJ       -   1.00000507  x   0.99991819  =   0.99992326
 KV5237!UTM  18      -   1.00000507  x   0.99968086  =   0.99968593
 KV5237
 KV5237|---------------------------------------------------------------------|
 KV5237| PID    Reference Object                     Distance      Geod. Az  |
 KV5237|                                                           dddmmss.s |
 KV5237| KV5235 MNR 11                              389.261 METERS 05406     |
 KV5237|---------------------------------------------------------------------|
 KV5237
 KV5237                          SUPERSEDED SURVEY CONTROL
 KV5237
 KV5237  NAD 83(1986)-  40 06 25.97566(N)    074 02 56.45016(W) AD(       ) 3
 KV5237  NAD 27      -  40 06 25.55900(N)    074 02 57.95400(W) AD(       ) 3
 KV5237
 KV5237.Superseded values are not recommended for survey control.
 KV5237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5237.See file dsdata.txt to determine how the superseded data were derived.
 KV5237
 KV5237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8104940091(NAD 83)
 KV5237_MARK LOGO: USE   
 KV5237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5237+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KV5237
 KV5237  HISTORY     - Date     Condition        Report By
 KV5237  HISTORY     - UNK      FIRST OBSERVED
 KV5237  HISTORY     - 1934     GOOD             USE
 KV5237  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5237
 KV5237                          STATION DESCRIPTION
 KV5237
 KV5237'DESCRIBED BY US ENGINEERS 1934
 KV5237'STATION IS ON THE N BANK OF THE MANASQUAN RIVER IN THE CITY OF
 KV5237'BRIELLE, APPROXIMATELY 300 FEET E OF THE N.Y. AND L.B. R.R. TRACKS,
 KV5237'AND ABOUT 125 FEET SW OF THE SHORE END OF THE WHARF AT THE FOOT
 KV5237'OF OCEAN AVENUE IN BRIELLE.
 KV5237
 KV5237                          STATION RECOVERY (1991)
 KV5237
 KV5237'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5237'THE STATION WAS SEARCHED FOR AND NOT FOUND. EXTENSIVE RECONSTRUCTION
 KV5237'HAS TAKEN PLACE IN THE AREA SINCE THE ORIGINAL DESCRIPTION. THE
 KV5237'STATION IS PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5264 ***********************************************************************
 KV5264  DESIGNATION -  MNR 14
 KV5264  PID         -  KV5264
 KV5264  STATE/COUNTY-  NJ/OCEAN
 KV5264  USGS QUAD   -  POINT PLEASANT (1989)
 KV5264
 KV5264                         *CURRENT SURVEY CONTROL
 KV5264  ___________________________________________________________________
 KV5264* NAD 83(1996)-  40 05 26.19784(N)    074 03 47.78540(W)     ADJUSTED  
 KV5264* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5264  ___________________________________________________________________
 KV5264  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 KV5264  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV5264
 KV5264  HORZ ORDER  -  THIRD
 KV5264
 KV5264.The horizontal coordinates were established by classical geodetic methods
 KV5264.and adjusted by the National Geodetic Survey in September 1999..
 KV5264
 KV5264.The orthometric height was scaled from a topographic map.
 KV5264
 KV5264.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5264
 KV5264.The geoid height was determined by GEOID03.
 KV5264
 KV5264;                    North         East     Units Scale Factor Converg.
 KV5264;SPC NJ       -   139,665.789   187,240.739   MT  0.99991707   +0 16 52.5
 KV5264;SPC NJ       -   458,220.18    614,305.66   sFT  0.99991707   +0 16 52.5
 KV5264;UTM  18      - 4,438,234.575   579,853.501   MT  0.99967850   +0 36 11.8
 KV5264
 KV5264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5264!SPC NJ       -   1.00000476  x   0.99991707  =   0.99992183
 KV5264!UTM  18      -   1.00000476  x   0.99967850  =   0.99968326
 KV5264
 KV5264|---------------------------------------------------------------------|
 KV5264| PID    Reference Object                     Distance      Geod. Az  |
 KV5264|                                                           dddmmss.s |
 KV5264| CB5340 MNR 14 RM 1                          20.776 METERS 09359     |
 KV5264| CB5341 MNR 14 RM 2                           9.871 METERS 17652     |
 KV5264| KV5267 MNR 20                              APPROX. 1.2 KM 2632539.7 |
 KV5264|---------------------------------------------------------------------|
 KV5264
 KV5264                          SUPERSEDED SURVEY CONTROL
 KV5264
 KV5264  NAD 83(1986)-  40 05 26.19037(N)    074 03 47.77788(W) AD(       ) 3
 KV5264  NAD 27      -  40 05 25.77200(N)    074 03 49.28300(W) AD(       ) 3
 KV5264
 KV5264.Superseded values are not recommended for survey control.
 KV5264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5264.See file dsdata.txt to determine how the superseded data were derived.
 KV5264
 KV5264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7985438235(NAD 83)
 KV5264_MARKER: DD = SURVEY DISK
 KV5264_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV5264_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5264_MARK LOGO: USE   
 KV5264_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5264+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KV5264
 KV5264  HISTORY     - Date     Condition        Report By
 KV5264  HISTORY     - 1933     MONUMENTED       USE
 KV5264  HISTORY     - 1934     SEE DESCRIPTION  CGS
 KV5264  HISTORY     - 1951     MARK NOT FOUND   CGS
 KV5264  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5264
 KV5264                          STATION DESCRIPTION
 KV5264
 KV5264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5264'STATION ESTABLISHED BY THE HARBOR BOARD LINE IN 1933.  NO
 KV5264'DESCRIPTION BY THAT ORGANIZATION AVAILABLE, DESCRIBED AS FOLLOWS--
 KV5264'
 KV5264'STATION MARK IS A STANDARD BRONZE DISK SET IN TILE.
 KV5264'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD BRONZE
 KV5264'DISKS SET IN CONCRETE.
 KV5264'
 KV5264'LOCATED ON THE S BANK OF THE MANASQUAN RIVER ON THE FIRST
 KV5264'POINT NE OF THE BAYHEAD-MANASQUAN CANAL ON THE PROPERTY OF
 KV5264'P.C. BRISBANE.  LOCATED IN SAND 7 METERS FROM THE HIGH WATER LINE,
 KV5264'AND 28 METERS W OF THE PROPERTY LINE OF MRS. LEONORE SUTTONS
 KV5264'PROPERTY.
 KV5264'
 KV5264'THE ORIGINAL MARK WAS REPLACED BY A STANDARD DISK TRIANGULATION
 KV5264'MARK SET DIRECTLY OVER THE OLD POINT.
 KV5264'
 KV5264'TWO REFERENCE MARKS WERE ESTABLISHED.  REFERENCE MARK NO.1 IS
 KV5264'TO THE EASTWARD ON THE FENCE LINE.
 KV5264'
 KV5264'REFERENCE MARK NO.2 IS TO THE SOUTHWARD INSHORE FROM THE STATION.
 KV5264'
 KV5264'REACHED FROM THE STATE HIGHWAY 35 BRIDGE OVER THE MANASQUAN
 KV5264'RIVER AS FOLLOWS--TURN W ON ARNOLD AVENUE (0.6 MILE S OF THE
 KV5264'BRIDGE) AND FOLLOW TO TRENTON AVENUE, FOLLOW TRENTON AVENUE TO
 KV5264'THE POINT WHERE IT TURNS S.  THE STATION IS ABOUT 150 METERS N ON
 KV5264'THE RIVER BANK.
 KV5264
 KV5264                          STATION RECOVERY (1951)
 KV5264
 KV5264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV5264'STATION AND REFERENCE MARKS WERE NOT RECOVERED AFTER AN HOURS
 KV5264'SEARCH BY A TWO-MAN PARTY.  THE AREA HAS BEEN BULKHEADED AND FILLED
 KV5264'IN WITH APPROXIMATELY 3 FEET OF FILL.  ACCORDING TO A LOCAL
 KV5264'RESIDENT, THE STATION WAS DESTROYED BY EROSION AND THE REFERENCE
 KV5264'MARKS ARE BURIED BENEATH THE FILLED-IN AREA.
 KV5264
 KV5264                          STATION RECOVERY (1991)
 KV5264
 KV5264'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5264'THE STATION WAS FOUND DESTROYED AT THE TIME OF THE LAST RECOVERY, DATE
 KV5264'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5242 ***********************************************************************
 KV5242  DESIGNATION -  MNR 15
 KV5242  PID         -  KV5242
 KV5242  STATE/COUNTY-  NJ/MONMOUTH
 KV5242  USGS QUAD   -  POINT PLEASANT (1989)
 KV5242
 KV5242                         *CURRENT SURVEY CONTROL
 KV5242  ___________________________________________________________________
 KV5242* NAD 83(1996)-  40 06 17.17175(N)    074 03 16.25853(W)     ADJUSTED  
 KV5242* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5242  ___________________________________________________________________
 KV5242  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 KV5242  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV5242
 KV5242  HORZ ORDER  -  THIRD
 KV5242
 KV5242.The horizontal coordinates were established by classical geodetic methods
 KV5242.and adjusted by the National Geodetic Survey in September 1999..
 KV5242
 KV5242.The orthometric height was scaled from a topographic map.
 KV5242
 KV5242.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5242
 KV5242.The geoid height was determined by GEOID03.
 KV5242
 KV5242;                    North         East     Units Scale Factor Converg.
 KV5242;SPC NJ       -   141,241.556   187,979.639   MT  0.99991775   +0 17 13.1
 KV5242;SPC NJ       -   463,390.00    616,729.87   sFT  0.99991775   +0 17 13.1
 KV5242;UTM  18      - 4,439,814.094   580,583.358   MT  0.99967994   +0 36 32.8
 KV5242
 KV5242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5242!SPC NJ       -   1.00000507  x   0.99991775  =   0.99992282
 KV5242!UTM  18      -   1.00000507  x   0.99967994  =   0.99968501
 KV5242
 KV5242:                Primary Azimuth Mark                     Grid Az
 KV5242:SPC NJ       -  MNR 13                                   059 37 07.4
 KV5242:UTM  18      -  MNR 13                                   059 17 47.7
 KV5242
 KV5242|---------------------------------------------------------------------|
 KV5242| PID    Reference Object                     Distance      Geod. Az  |
 KV5242|                                                           dddmmss.s |
 KV5242| KV5237 MNR 13                              APPROX. 0.5 KM 0595420.5 |
 KV5242|---------------------------------------------------------------------|
 KV5242
 KV5242                          SUPERSEDED SURVEY CONTROL
 KV5242
 KV5242  NAD 83(1986)-  40 06 17.16408(N)    074 03 16.25181(W) AD(       ) 3
 KV5242  NAD 27      -  40 06 16.74600(N)    074 03 17.75300(W) AD(       ) 3
 KV5242
 KV5242.Superseded values are not recommended for survey control.
 KV5242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5242.See file dsdata.txt to determine how the superseded data were derived.
 KV5242
 KV5242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8058339814(NAD 83)
 KV5242_MARK LOGO: NJBCN 
 KV5242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5242+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KV5242
 KV5242  HISTORY     - Date     Condition        Report By
 KV5242  HISTORY     - UNK      FIRST OBSERVED
 KV5242  HISTORY     - 1934     GOOD             USE
 KV5242  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5242
 KV5242                          STATION DESCRIPTION
 KV5242
 KV5242'DESCRIBED BY US ENGINEERS 1934
 KV5242'STATION IS ON THE N BANK OF THE MANASQUAN RIVER IN THE CITY OF
 KV5242'BRIELLE, JUST W OF THE N APPROACH TO HIGHWAY 35 BRIDGE OF THE
 KV5242'MANASQUAN RIVER BETWEEN POINT PLEASANT AND BRIELLE.
 KV5242
 KV5242                          STATION RECOVERY (1991)
 KV5242
 KV5242'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5242'THE STATION WAS SEARCHED FOR AND NOT FOUND. THE BRIDGE MENTIONED IN
 KV5242'THE PREVIOUS DESCRIPTION HAS BEEN DEMOLISHED AND THE STATION IS
 KV5242'PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5269 ***********************************************************************
 KV5269  DESIGNATION -  MNR 16
 KV5269  PID         -  KV5269
 KV5269  STATE/COUNTY-  NJ/OCEAN
 KV5269  USGS QUAD   -  POINT PLEASANT (1989)
 KV5269
 KV5269                         *CURRENT SURVEY CONTROL
 KV5269  ___________________________________________________________________
 KV5269* NAD 83(1996)-  40 05 17.43163(N)    074 04 06.11624(W)     ADJUSTED  
 KV5269* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5269  ___________________________________________________________________
 KV5269  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 KV5269  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV5269
 KV5269  HORZ ORDER  -  THIRD
 KV5269
 KV5269.The horizontal coordinates were established by classical geodetic methods
 KV5269.and adjusted by the National Geodetic Survey in September 1999..
 KV5269
 KV5269.The orthometric height was scaled from a topographic map.
 KV5269
 KV5269.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5269
 KV5269.The geoid height was determined by GEOID03.
 KV5269
 KV5269;                    North         East     Units Scale Factor Converg.
 KV5269;SPC NJ       -   139,393.316   186,807.850   MT  0.99991667   +0 16 40.7
 KV5269;SPC NJ       -   457,326.24    612,885.42   sFT  0.99991667   +0 16 40.7
 KV5269;UTM  18      - 4,437,959.739   579,422.253   MT  0.99967765   +0 35 59.9
 KV5269
 KV5269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5269!SPC NJ       -   1.00000476  x   0.99991667  =   0.99992143
 KV5269!UTM  18      -   1.00000476  x   0.99967765  =   0.99968241
 KV5269
 KV5269|---------------------------------------------------------------------|
 KV5269| PID    Reference Object                     Distance      Geod. Az  |
 KV5269|                                                           dddmmss.s |
 KV5269| KV5268 MNR 18                              286.443 METERS 27030     |
 KV5269| KV5262 MNR 23                              APPROX. 0.9 KM 3145442.8 |
 KV5269|---------------------------------------------------------------------|
 KV5269
 KV5269                          SUPERSEDED SURVEY CONTROL
 KV5269
 KV5269  NAD 83(1986)-  40 05 17.42409(N)    074 04 06.10848(W) AD(       ) 3
 KV5269  NAD 27      -  40 05 17.00700(N)    074 04 07.61400(W) AD(       ) 3
 KV5269
 KV5269.Superseded values are not recommended for survey control.
 KV5269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5269.See file dsdata.txt to determine how the superseded data were derived.
 KV5269
 KV5269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7942237960(NAD 83)
 KV5269_MARK LOGO: USE   
 KV5269_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5269+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KV5269
 KV5269  HISTORY     - Date     Condition        Report By
 KV5269  HISTORY     - UNK      FIRST OBSERVED
 KV5269  HISTORY     - 1934     GOOD             USE
 KV5269  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5269
 KV5269                          STATION DESCRIPTION
 KV5269
 KV5269'DESCRIBED BY US ENGINEERS 1934
 KV5269'STATION IS LOCATED ON THE S BANK OF THE MANASQUAN RIVER JUST W OF
 KV5269'THE BAYHEAD-MANASQUAN CANAL IN THE CITY OF POINT PLEASANT.
 KV5269
 KV5269                          STATION RECOVERY (1991)
 KV5269
 KV5269'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5269'THE STATION WAS NOT FOUND AFTER A QUARTER HOUR SEARCH BY A TWO MAN
 KV5269'PARTY. DUE THE THE EXTENSIVE RECONSTRUCTION IN THE AREA SINCE THE
 KV5269'ORIGINAL DESCRIPTION, IT IS PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5253 ***********************************************************************
 KV5253  DESIGNATION -  MNR 17
 KV5253  PID         -  KV5253
 KV5253  STATE/COUNTY-  NJ/MONMOUTH
 KV5253  USGS QUAD   -  POINT PLEASANT (1989)
 KV5253
 KV5253                         *CURRENT SURVEY CONTROL
 KV5253  ___________________________________________________________________
 KV5253* NAD 83(1996)-  40 05 56.42634(N)    074 03 37.46743(W)     ADJUSTED  
 KV5253* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV5253  ___________________________________________________________________
 KV5253  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 KV5253  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV5253
 KV5253  HORZ ORDER  -  THIRD
 KV5253
 KV5253.The horizontal coordinates were established by classical geodetic methods
 KV5253.and adjusted by the National Geodetic Survey in September 1999..
 KV5253
 KV5253.The orthometric height was scaled from a topographic map.
 KV5253
 KV5253.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5253
 KV5253.The geoid height was determined by GEOID03.
 KV5253
 KV5253;                    North         East     Units Scale Factor Converg.
 KV5253;SPC NJ       -   140,599.256   187,480.532   MT  0.99991729   +0 16 59.3
 KV5253;SPC NJ       -   461,282.73    615,092.38   sFT  0.99991729   +0 16 59.3
 KV5253;UTM  18      - 4,439,169.152   580,087.988   MT  0.99967896   +0 36 18.8
 KV5253
 KV5253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5253!SPC NJ       -   1.00000523  x   0.99991729  =   0.99992252
 KV5253!UTM  18      -   1.00000523  x   0.99967896  =   0.99968419
 KV5253
 KV5253:                Primary Azimuth Mark                     Grid Az
 KV5253:SPC NJ       -  MNR 10                                   094 15 17.1
 KV5253:UTM  18      -  MNR 10                                   093 55 57.6
 KV5253
 KV5253|---------------------------------------------------------------------|
 KV5253| PID    Reference Object                     Distance      Geod. Az  |
 KV5253|                                                           dddmmss.s |
 KV5253| KV5254 MNR 10                              APPROX. 0.6 KM 0943216.4 |
 KV5253|---------------------------------------------------------------------|
 KV5253
 KV5253                          SUPERSEDED SURVEY CONTROL
 KV5253
 KV5253  NAD 83(1986)-  40 05 56.41871(N)    074 03 37.46033(W) AD(       ) 3
 KV5253  NAD 27      -  40 05 56.00300(N)    074 03 38.96300(W) AD(       ) 3
 KV5253
 KV5253.Superseded values are not recommended for survey control.
 KV5253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5253.See file dsdata.txt to determine how the superseded data were derived.
 KV5253
 KV5253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8008839169(NAD 83)
 KV5253_MARK LOGO: NJBCN 
 KV5253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5253+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KV5253
 KV5253  HISTORY     - Date     Condition        Report By
 KV5253  HISTORY     - UNK      FIRST OBSERVED
 KV5253  HISTORY     - 1934     GOOD             USE
 KV5253  HISTORY     - 1951     MARK NOT FOUND   CGS
 KV5253  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5253
 KV5253                          STATION DESCRIPTION
 KV5253
 KV5253'DESCRIBED BY US ENGINEERS 1934 (ERM)
 KV5253'STATION WAS ESTABLISHED BY UNITED STATES HARBOR LINE IN 1933 AND
 KV5253'IS IDENTICAL WITH STATION SEDGE NEW JERSEY BOARD OF COMMERCE AND
 KV5253'NAVIGATION.
 KV5253'
 KV5253'LOCATED ON THE N BANK OF MANASQUAN RIVER ON THE FIRST PROMINENT
 KV5253'POINT APPROXIMATELY 0.4 MILE W OF ROUTE 35 HIGHWAY BRIDGE ON THE
 KV5253'PROPERTY OF THE MANASQUAN GOLF AND COUNTRY CLUB IN BRIELLE.
 KV5253'
 KV5253'LOCATED 13.0 METERS N OF HIGH WATER LINE, 18 METERS E OF W SIDE
 KV5253'OF POINT, 85 METERS W OF E SIDE ON MARSHY GROUND IN HIGH GRASS.
 KV5253'
 KV5253'NO MARKS ESTABLISHED.
 KV5253'
 KV5253'REACHED FROM BRIELLE VIA RIVER DRIVE DIRECT TO GOLF COURSE AND
 KV5253'STATION.
 KV5253
 KV5253                          STATION RECOVERY (1951)
 KV5253
 KV5253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV5253'STATION WAS NOT RECOVERED AFTER AN HOURS SEARCH BY A TWO-MAN
 KV5253'PARTY.  THE REFERENCE DISTANCES AS GIVEN IN THE PUBLISHED
 KV5253'DESCRIPTION ARE NOW INADEQUATE TO RECOVER THE STATION DUE TO THE
 KV5253'CHANGES IN THE SHORELINE IN THIS AREA.
 KV5253
 KV5253                          STATION RECOVERY (1991)
 KV5253
 KV5253'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5253'THE STATION WAS SEARCHED FOR AND NOT FOUND AND IS PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5268 ***********************************************************************
 KV5268  DESIGNATION -  MNR 18
 KV5268  PID         -  KV5268
 KV5268  STATE/COUNTY-  NJ/OCEAN
 KV5268  USGS QUAD   -  POINT PLEASANT (1989)
 KV5268
 KV5268                         *CURRENT SURVEY CONTROL
 KV5268  ___________________________________________________________________
 KV5268* NAD 83(1996)-  40 05 17.51153(N)    074 04 18.20711(W)     ADJUSTED  
 KV5268* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5268  ___________________________________________________________________
 KV5268  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 KV5268  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV5268
 KV5268  HORZ ORDER  -  THIRD
 KV5268
 KV5268.The horizontal coordinates were established by classical geodetic methods
 KV5268.and adjusted by the National Geodetic Survey in September 1999..
 KV5268
 KV5268.The orthometric height was scaled from a topographic map.
 KV5268
 KV5268.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5268
 KV5268.The geoid height was determined by GEOID03.
 KV5268
 KV5268;                    North         East     Units Scale Factor Converg.
 KV5268;SPC NJ       -   139,394.396   186,521.433   MT  0.99991641   +0 16 32.9
 KV5268;SPC NJ       -   457,329.78    611,945.73   sFT  0.99991641   +0 16 32.9
 KV5268;UTM  18      - 4,437,959.209   579,135.903   MT  0.99967709   +0 35 52.1
 KV5268
 KV5268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5268!SPC NJ       -   1.00000476  x   0.99991641  =   0.99992117
 KV5268!UTM  18      -   1.00000476  x   0.99967709  =   0.99968185
 KV5268
 KV5268|---------------------------------------------------------------------|
 KV5268| PID    Reference Object                     Distance      Geod. Az  |
 KV5268|                                                           dddmmss.s |
 KV5268| KV5269 MNR 16                              286.443 METERS 09030     |
 KV5268| KV5267 MNR 20                              APPROX. 0.5 KM 2833408.4 |
 KV5268|---------------------------------------------------------------------|
 KV5268
 KV5268                          SUPERSEDED SURVEY CONTROL
 KV5268
 KV5268  NAD 83(1986)-  40 05 17.50391(N)    074 04 18.19926(W) AD(       ) 3
 KV5268  NAD 27      -  40 05 17.08700(N)    074 04 19.70400(W) AD(       ) 3
 KV5268
 KV5268.Superseded values are not recommended for survey control.
 KV5268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5268.See file dsdata.txt to determine how the superseded data were derived.
 KV5268
 KV5268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7913637959(NAD 83)
 KV5268_MARK LOGO: NJBCN 
 KV5268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5268+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KV5268
 KV5268  HISTORY     - Date     Condition        Report By
 KV5268  HISTORY     - UNK      FIRST OBSERVED
 KV5268  HISTORY     - 1934     GOOD             USE
 KV5268  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5268
 KV5268                          STATION DESCRIPTION
 KV5268
 KV5268'DESCRIBED BY US ENGINEERS 1934
 KV5268'STATION IS ON THE S SIDE OF MANASQUAN RIVER IN THE CITY OF
 KV5268'POINT PLEASANT AT THE RIVER END OF MAXSON AVENUE DIRECTLY S OF
 KV5268'THE S POINT OF OSBORN ISLAND.
 KV5268
 KV5268                          STATION RECOVERY (1991)
 KV5268
 KV5268'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5268'THE STATION WAS SEARCHED FOR AND NOT FOUND AND IS PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5258 ***********************************************************************
 KV5258  DESIGNATION -  MNR 19
 KV5258  PID         -  KV5258
 KV5258  STATE/COUNTY-  NJ/MONMOUTH
 KV5258  USGS QUAD   -  POINT PLEASANT (1989)
 KV5258
 KV5258                         *CURRENT SURVEY CONTROL
 KV5258  ___________________________________________________________________
 KV5258* NAD 83(1996)-  40 05 46.54229(N)    074 04 00.11665(W)     ADJUSTED  
 KV5258* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV5258  ___________________________________________________________________
 KV5258  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 KV5258  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV5258
 KV5258  HORZ ORDER  -  THIRD
 KV5258
 KV5258.The horizontal coordinates were established by classical geodetic methods
 KV5258.and adjusted by the National Geodetic Survey in September 1999..
 KV5258
 KV5258.The orthometric height was scaled from a topographic map.
 KV5258
 KV5258.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5258
 KV5258.The geoid height was determined by GEOID03.
 KV5258
 KV5258;                    North         East     Units Scale Factor Converg.
 KV5258;SPC NJ       -   140,291.795   186,945.594   MT  0.99991680   +0 16 44.7
 KV5258;SPC NJ       -   460,274.00    613,337.34   sFT  0.99991680   +0 16 44.7
 KV5258;UTM  18      - 4,438,858.763   579,554.914   MT  0.99967791   +0 36 04.1
 KV5258
 KV5258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5258!SPC NJ       -   1.00000523  x   0.99991680  =   0.99992203
 KV5258!UTM  18      -   1.00000523  x   0.99967791  =   0.99968314
 KV5258
 KV5258:                Primary Azimuth Mark                     Grid Az
 KV5258:SPC NJ       -  MNR 17                                   060 06 41.1
 KV5258:UTM  18      -  MNR 17                                   059 47 21.7
 KV5258
 KV5258|---------------------------------------------------------------------|
 KV5258| PID    Reference Object                     Distance      Geod. Az  |
 KV5258|                                                           dddmmss.s |
 KV5258| KV5253 MNR 17                              APPROX. 0.6 KM 0602325.8 |
 KV5258| KV5261 MNR 21                              409.428 METERS 2403310.3 |
 KV5258|---------------------------------------------------------------------|
 KV5258
 KV5258                          SUPERSEDED SURVEY CONTROL
 KV5258
 KV5258  NAD 83(1986)-  40 05 46.53458(N)    074 04 00.10927(W) AD(       ) 3
 KV5258  NAD 27      -  40 05 46.11900(N)    074 04 01.61300(W) AD(       ) 3
 KV5258
 KV5258.Superseded values are not recommended for survey control.
 KV5258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5258.See file dsdata.txt to determine how the superseded data were derived.
 KV5258
 KV5258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7955538859(NAD 83)
 KV5258_MARK LOGO: USE   
 KV5258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5258+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KV5258
 KV5258  HISTORY     - Date     Condition        Report By
 KV5258  HISTORY     - UNK      FIRST OBSERVED
 KV5258  HISTORY     - 1934     GOOD             USE
 KV5258  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5258
 KV5258                          STATION DESCRIPTION
 KV5258
 KV5258'DESCRIBED BY US ENGINEERS 1934
 KV5258'STATION IS SW OF BRIELLE ON THE N BANK OF THE MANASQUAN RIVER
 KV5258'ABOUT 1 MILE SW OF HIGHWAY 35 BRIDGE OVER THE MANASQUAN RIVER,
 KV5258'AND IS ON THE SCHWEINERT ESTATE APPROXIMATELY 600 YARDS NE OF
 KV5258'THE N END OF OSBORN ISLAND.
 KV5258
 KV5258                          STATION RECOVERY (1991)
 KV5258
 KV5258'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5258'THE STATION WAS NOT RECOVERED DUE TO EXTENSIVE RECONSTRUCTION IN THE
 KV5258'AREA SINCE THE ORIGINAL DESCRIPTION.  PRIVATE PROPERTIES ADJACENT TO
 KV5258'STATION SITE PROHIBIT ACCESS TO FURTHER RECOVERY EFFORTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5252 ***********************************************************************
 KV5252  DESIGNATION -  MNR 2
 KV5252  PID         -  KV5252
 KV5252  STATE/COUNTY-  NJ/OCEAN
 KV5252  USGS QUAD   -  POINT PLEASANT (1989)
 KV5252
 KV5252                         *CURRENT SURVEY CONTROL
 KV5252  ___________________________________________________________________
 KV5252* NAD 83(1996)-  40 06 00.60796(N)    074 02 13.24030(W)     ADJUSTED  
 KV5252* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5252  ___________________________________________________________________
 KV5252  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 KV5252  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV5252
 KV5252  HORZ ORDER  -  THIRD
 KV5252
 KV5252.The horizontal coordinates were established by classical geodetic methods
 KV5252.and adjusted by the National Geodetic Survey in September 1999..
 KV5252
 KV5252.The orthometric height was scaled from a topographic map.
 KV5252
 KV5252.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5252
 KV5252.The geoid height was determined by GEOID03.
 KV5252
 KV5252;                    North         East     Units Scale Factor Converg.
 KV5252;SPC NJ       -   140,738.340   189,474.695   MT  0.99991918   +0 17 53.6
 KV5252;SPC NJ       -   461,739.04    621,634.90   sFT  0.99991918   +0 17 53.6
 KV5252;UTM  18      - 4,439,319.409   582,080.864   MT  0.99968294   +0 37 13.2
 KV5252
 KV5252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5252!SPC NJ       -   1.00000476  x   0.99991918  =   0.99992394
 KV5252!UTM  18      -   1.00000476  x   0.99968294  =   0.99968770
 KV5252
 KV5252:                Primary Azimuth Mark                     Grid Az
 KV5252:SPC NJ       -  MNR 1                                    016 27 51.1
 KV5252:UTM  18      -  MNR 1                                    016 08 31.5
 KV5252
 KV5252|---------------------------------------------------------------------|
 KV5252| PID    Reference Object                     Distance      Geod. Az  |
 KV5252|                                                           dddmmss.s |
 KV5252| KV5244 MNR 1                               452.558 METERS 0164544.7 |
 KV5252| KV5249 CHANNEL B C N MNR 4                 481.879 METERS 2883122.7 |
 KV5252|---------------------------------------------------------------------|
 KV5252
 KV5252                          SUPERSEDED SURVEY CONTROL
 KV5252
 KV5252  NAD 83(1986)-  40 06 00.60085(N)    074 02 13.23406(W) AD(       ) 3
 KV5252  NAD 27      -  40 06 00.18700(N)    074 02 14.73300(W) AD(       ) 3
 KV5252
 KV5252.Superseded values are not recommended for survey control.
 KV5252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5252.See file dsdata.txt to determine how the superseded data were derived.
 KV5252
 KV5252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8208139319(NAD 83)
 KV5252_MARKER: DS = TRIANGULATION STATION DISK
 KV5252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5252_SP_SET: CONCRETE POST
 KV5252_MARK LOGO: USE   
 KV5252_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5252+STABILITY: SURFACE MOTION
 KV5252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5252+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KV5252
 KV5252  HISTORY     - Date     Condition        Report By
 KV5252  HISTORY     - UNK      MONUMENTED
 KV5252  HISTORY     - 1934     GOOD             USE
 KV5252  HISTORY     - 1956     GOOD             CGS
 KV5252  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5252
 KV5252                          STATION DESCRIPTION
 KV5252
 KV5252'DESCRIBED BY US ENGINEERS 1934
 KV5252'STATION IS LOCATED S OF MANASQUAN RIVER IN POINT PLEASANT BEACH
 KV5252'NEAR THE INTERSECTION OF BROADWAY AND RANDALL STREETS.  STATION
 KV5252'IS E OF THE CHANNEL CONNECTING COOKS POND WITH MANASQUAN RIVER
 KV5252'INLET, AND IS APPROXIMATELY 900 FEET W OF THE HIGH-WATER LINE OF
 KV5252'ATLANTIC OCEAN AND ABOUT 900 FEET SW OF THE W END OF THE S JETTY
 KV5252'OF MANASQUAN RIVER INLET.
 KV5252
 KV5252                          STATION RECOVERY (1956)
 KV5252
 KV5252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JHB)
 KV5252'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV5252
 KV5252                          STATION RECOVERY (1991)
 KV5252
 KV5252'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5252'THE STATION WAS NOT FOUND AND IS CONSIDERED LOST.  A NEW CONCRETE
 KV5252'DRIVEWAY HAS BEEN CONSTRUCTED AT THE DESCRIBED MONUMENT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5267 ***********************************************************************
 KV5267  DESIGNATION -  MNR 20
 KV5267  PID         -  KV5267
 KV5267  STATE/COUNTY-  NJ/OCEAN
 KV5267  USGS QUAD   -  POINT PLEASANT (1989)
 KV5267
 KV5267                         *CURRENT SURVEY CONTROL
 KV5267  ___________________________________________________________________
 KV5267* NAD 83(1996)-  40 05 21.56651(N)    074 04 40.08490(W)     ADJUSTED  
 KV5267* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5267  ___________________________________________________________________
 KV5267  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 KV5267  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV5267
 KV5267  HORZ ORDER  -  THIRD
 KV5267
 KV5267.The horizontal coordinates were established by classical geodetic methods
 KV5267.and adjusted by the National Geodetic Survey in September 1999..
 KV5267
 KV5267.The orthometric height was scaled from a topographic map.
 KV5267
 KV5267.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5267
 KV5267.The geoid height was determined by GEOID03.
 KV5267
 KV5267;                    North         East     Units Scale Factor Converg.
 KV5267;SPC NJ       -   139,516.977   186,002.605   MT  0.99991595   +0 16 18.8
 KV5267;SPC NJ       -   457,731.95    610,243.55   sFT  0.99991595   +0 16 18.8
 KV5267;UTM  18      - 4,438,078.844   578,616.519   MT  0.99967608   +0 35 38.1
 KV5267
 KV5267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5267!SPC NJ       -   1.00000507  x   0.99991595  =   0.99992102
 KV5267!UTM  18      -   1.00000507  x   0.99967608  =   0.99968115
 KV5267
 KV5267|---------------------------------------------------------------------|
 KV5267| PID    Reference Object                     Distance      Geod. Az  |
 KV5267|                                                           dddmmss.s |
 KV5267| CB5342 MNR 20 RM 1                          21.086 METERS 14258     |
 KV5267| CB5343 MNR 20 RM 2                          24.707 METERS 29130     |
 KV5267| KV5246 MNR 30                              APPROX. 2.0 KM 3183259.2 |
 KV5267|---------------------------------------------------------------------|
 KV5267
 KV5267                          SUPERSEDED SURVEY CONTROL
 KV5267
 KV5267  NAD 83(1986)-  40 05 21.55871(N)    074 04 40.07694(W) AD(       ) 3
 KV5267  NAD 27      -  40 05 21.14300(N)    074 04 41.58100(W) AD(       ) 3
 KV5267
 KV5267.Superseded values are not recommended for survey control.
 KV5267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5267.See file dsdata.txt to determine how the superseded data were derived.
 KV5267
 KV5267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7861738079(NAD 83)
 KV5267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5267+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KV5267
 KV5267  HISTORY     - Date     Condition        Report By
 KV5267  HISTORY     - 1933     FIRST OBSERVED   USE
 KV5267  HISTORY     - 1933     GOOD             USE
 KV5267  HISTORY     - 1935     GOOD             CGS
 KV5267  HISTORY     - 1951     GOOD             CGS
 KV5267  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5267
 KV5267                          STATION DESCRIPTION
 KV5267
 KV5267'DESCRIBED BY US ENGINEERS 1933
 KV5267'STATION IS CROSS CUT IN IRON BOLT SET IN 6 INCH TILE MARKED
 KV5267'USHL 1933 AND IS FLUSH WITH GROUND.
 KV5267
 KV5267                          STATION RECOVERY (1933)
 KV5267
 KV5267'RECOVERY NOTE BY US ENGINEERS 1933
 KV5267'RECOVERED IN GOOD CONDITION.
 KV5267
 KV5267                          STATION RECOVERY (1935)
 KV5267
 KV5267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 KV5267'STATION ESTABLISHED BY HARBOR LINE BOARD IN 1933.  NO DESCRIPTION
 KV5267'BY THIS ORGANIZATION AVAILABLE.  DESCRIBED AS FOLLOWS--
 KV5267'
 KV5267'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 KV5267'
 KV5267'LOCATED ON THE S SHORE OF THE MANASQUAN RIVER, SW OF OSBORNES
 KV5267'ISLAND, 0.5 MILE W OF THE MANASQUAN-BAYHEAD CANAL AND 3.6 METERS
 KV5267'W OF E PROPERTY LINE OF A J.B. SMITHS RESIDENCE.  LOCATED JUST
 KV5267'BACK OF HIGH WATER LINE AND IN FRONT OF THE E END OF THE
 KV5267'RETAINING WALL ON SAND BEACH ABOUT 250 FEET W OF PRIVATE PIER.
 KV5267'
 KV5267'STATION IS CROSS CUT IN IRON BOLT SET IN 6 INCH TILE MARKED
 KV5267'USHL 1933 AND IS FLUSH WITH GROUND.
 KV5267'
 KV5267'TWO REFERENCE MARKS WERE ESTABLISHED--REFERENCE MARK NO.1 IS
 KV5267'SE OF STATION IN SAND AND GRASS ABOUT 5 METERS E OF SMALL DRAIN
 KV5267'DITCH.
 KV5267'
 KV5267'REFERENCE MARK NO.2 IS TO THE WESTWARD AT THE BASE OF THE WALL
 KV5267'BEHIND THE STATION.
 KV5267'
 KV5267'REACHED FROM POINT PLEASANT BY CROSSING ON THE CANAL BRIDGE AND
 KV5267'TURNING N ON ANY OF THE SEVERAL ROADS W OF THE BRIDGE WHICH LEAD
 KV5267'TO FRONT STREET.  TURN W ON FRONT STREET AND FOLLOW ABOUT 0.3
 KV5267'MILE TO A REVERSE CURVE IN THE ROAD ABOUT HALF WAY BETWEEN
 KV5267'PASSAIC AND CUSTER AVENUE.  STATION IS ON SHORE N OF W END OF
 KV5267'CURVE.
 KV5267
 KV5267                          STATION RECOVERY (1951)
 KV5267
 KV5267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV5267'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 KV5267'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED
 KV5267'WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED
 KV5267'DESCRIPTION IS ADEQUATE AND CORRECT WITH THE FOLLOWING
 KV5267'EXCEPTION--THE STATION MARK IS NOW 1.0 FOOT BENEATH THE GROUND.
 KV5267
 KV5267                          STATION RECOVERY (1991)
 KV5267
 KV5267'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5267'THE STATION WAS SEARCHED FOR AND NOT FOUND AND IS PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5261 ***********************************************************************
 KV5261  DESIGNATION -  MNR 21
 KV5261  PID         -  KV5261
 KV5261  STATE/COUNTY-  NJ/MONMOUTH
 KV5261  USGS QUAD   -  POINT PLEASANT (1989)
 KV5261
 KV5261                         *CURRENT SURVEY CONTROL
 KV5261  ___________________________________________________________________
 KV5261* NAD 83(1996)-  40 05 40.01606(N)    074 04 15.16802(W)     ADJUSTED  
 KV5261* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5261  ___________________________________________________________________
 KV5261  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 KV5261  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV5261
 KV5261  HORZ ORDER  -  THIRD
 KV5261
 KV5261.The horizontal coordinates were established by classical geodetic methods
 KV5261.and adjusted by the National Geodetic Survey in September 1999..
 KV5261
 KV5261.The orthometric height was scaled from a topographic map.
 KV5261
 KV5261.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5261
 KV5261.The geoid height was determined by GEOID03.
 KV5261
 KV5261;                    North         East     Units Scale Factor Converg.
 KV5261;SPC NJ       -   140,088.794   186,590.074   MT  0.99991648   +0 16 35.0
 KV5261;SPC NJ       -   459,607.98    612,170.93   sFT  0.99991648   +0 16 35.0
 KV5261;UTM  18      - 4,438,653.816   579,200.625   MT  0.99967722   +0 35 54.3
 KV5261
 KV5261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5261!SPC NJ       -   1.00000507  x   0.99991648  =   0.99992155
 KV5261!UTM  18      -   1.00000507  x   0.99967722  =   0.99968229
 KV5261
 KV5261:                Primary Azimuth Mark                     Grid Az
 KV5261:SPC NJ       -  MNR 19                                   060 16 25.6
 KV5261:UTM  18      -  MNR 19                                   059 57 06.3
 KV5261
 KV5261|---------------------------------------------------------------------|
 KV5261| PID    Reference Object                     Distance      Geod. Az  |
 KV5261|                                                           dddmmss.s |
 KV5261| KV5258 MNR 19                              409.428 METERS 0603300.6 |
 KV5261| KV5262 MNR 23                              457.408 METERS 2663154.7 |
 KV5261|---------------------------------------------------------------------|
 KV5261
 KV5261                          SUPERSEDED SURVEY CONTROL
 KV5261
 KV5261  NAD 83(1986)-  40 05 40.00829(N)    074 04 15.16046(W) AD(       ) 3
 KV5261  NAD 27      -  40 05 39.59200(N)    074 04 16.66400(W) AD(       ) 3
 KV5261
 KV5261.Superseded values are not recommended for survey control.
 KV5261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5261.See file dsdata.txt to determine how the superseded data were derived.
 KV5261
 KV5261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7920138654(NAD 83)
 KV5261_MARK LOGO: USE   
 KV5261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5261+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KV5261
 KV5261  HISTORY     - Date     Condition        Report By
 KV5261  HISTORY     - UNK      FIRST OBSERVED
 KV5261  HISTORY     - 1934     GOOD             USE
 KV5261  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5261
 KV5261                          STATION DESCRIPTION
 KV5261
 KV5261'DESCRIBED BY US ENGINEERS 1934
 KV5261'STATION IS SW OF BRIELLE AND ON THE N BANK OF MANASQUAN RIVER.  IT
 KV5261'IS ABOUT 1-1/4 MILES SW OF HIGHWAY 35 BRIDGE, ON THE SCHWEINERT
 KV5261'ESTATE, ON A POINT OF LAND PROJECTING OUT INTO THE RIVER JUST N
 KV5261'OF THE N END OF OSBORN ISLAND.
 KV5261
 KV5261                          STATION RECOVERY (1991)
 KV5261
 KV5261'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5261'STATION WAS NOT RECOVERED AT THIS TIME.  RECENT CONSTRUCTION OF
 KV5261'DWELLINGS IN THE AREA PROHIBIT FURTHER RECOVERY EFFORTS.  STATION IS
 KV5261'PRESUMED LOST.  AT THE TIME OF THE LAST RECOVERY IN 1985, IT WAS
 KV5261'REPORTED THAT THE STATION WAS DISTURBED BY A BULLDOZER DURING GRADING
 KV5261'OPERATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5262 ***********************************************************************
 KV5262  DESIGNATION -  MNR 23
 KV5262  PID         -  KV5262
 KV5262  STATE/COUNTY-  NJ/MONMOUTH
 KV5262  USGS QUAD   -  POINT PLEASANT (1989)
 KV5262
 KV5262                         *CURRENT SURVEY CONTROL
 KV5262  ___________________________________________________________________
 KV5262* NAD 83(1996)-  40 05 39.11850(N)    074 04 34.44243(W)     ADJUSTED  
 KV5262* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV5262  ___________________________________________________________________
 KV5262  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 KV5262  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KV5262
 KV5262  HORZ ORDER  -  THIRD
 KV5262
 KV5262.The horizontal coordinates were established by classical geodetic methods
 KV5262.and adjusted by the National Geodetic Survey in September 1999..
 KV5262
 KV5262.The orthometric height was scaled from a topographic map.
 KV5262
 KV5262.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5262
 KV5262.The geoid height was determined by GEOID03.
 KV5262
 KV5262;                    North         East     Units Scale Factor Converg.
 KV5262;SPC NJ       -   140,058.925   186,133.681   MT  0.99991607   +0 16 22.5
 KV5262;SPC NJ       -   459,509.99    610,673.59   sFT  0.99991607   +0 16 22.5
 KV5262;UTM  18      - 4,438,621.389   578,744.517   MT  0.99967633   +0 35 41.9
 KV5262
 KV5262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5262!SPC NJ       -   1.00000523  x   0.99991607  =   0.99992130
 KV5262!UTM  18      -   1.00000523  x   0.99967633  =   0.99968156
 KV5262
 KV5262:                Primary Azimuth Mark                     Grid Az
 KV5262:SPC NJ       -  MNR 21                                   086 15 19.8
 KV5262:UTM  18      -  MNR 21                                   085 56 00.4
 KV5262
 KV5262|---------------------------------------------------------------------|
 KV5262| PID    Reference Object                     Distance      Geod. Az  |
 KV5262|                                                           dddmmss.s |
 KV5262| KV5261 MNR 21                              457.408 METERS 0863142.3 |
 KV5262| KV5267 MNR 20                              APPROX. 0.6 KM 1935210.1 |
 KV5262|---------------------------------------------------------------------|
 KV5262
 KV5262                          SUPERSEDED SURVEY CONTROL
 KV5262
 KV5262  NAD 83(1986)-  40 05 39.11062(N)    074 04 34.43472(W) AD(       ) 3
 KV5262  NAD 27      -  40 05 38.69500(N)    074 04 35.93800(W) AD(       ) 3
 KV5262
 KV5262.Superseded values are not recommended for survey control.
 KV5262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5262.See file dsdata.txt to determine how the superseded data were derived.
 KV5262
 KV5262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7874538621(NAD 83)
 KV5262_MARK LOGO: USE   
 KV5262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5262+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KV5262
 KV5262  HISTORY     - Date     Condition        Report By
 KV5262  HISTORY     - UNK      FIRST OBSERVED
 KV5262  HISTORY     - 1934     GOOD             USE
 KV5262  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5262
 KV5262                          STATION DESCRIPTION
 KV5262
 KV5262'DESCRIBED BY US ENGINEERS 1934
 KV5262'STATION IS LOCATED ON THE N BANK OF THE MANASQUAN RIVER SW OF
 KV5262'BRIELLE, ON HORSE POINT, APPROXIMATELY 430 YARDS NW OF THE N END
 KV5262'OF OSBORN ISLAND.
 KV5262
 KV5262                          STATION RECOVERY (1991)
 KV5262
 KV5262'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5262'STATION NOT RECOVERED AT THIS TIME.  IT IS PRESUMED LOST DUE TO
 KV5262'EXTENSIVE RECONSTRUCTION IN THE AREA SINCE THE ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5263 ***********************************************************************
 KV5263  DESIGNATION -  MNR 24
 KV5263  PID         -  KV5263
 KV5263  STATE/COUNTY-  NJ/OCEAN
 KV5263  USGS QUAD   -  POINT PLEASANT (1989)
 KV5263
 KV5263                         *CURRENT SURVEY CONTROL
 KV5263  ___________________________________________________________________
 KV5263* NAD 83(1996)-  40 05 33.44498(N)    074 04 55.78880(W)     ADJUSTED  
 KV5263* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5263  ___________________________________________________________________
 KV5263  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 KV5263  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KV5263
 KV5263  HORZ ORDER  -  THIRD
 KV5263
 KV5263.The horizontal coordinates were established by classical geodetic methods
 KV5263.and adjusted by the National Geodetic Survey in September 1999..
 KV5263
 KV5263.The orthometric height was scaled from a topographic map.
 KV5263
 KV5263.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5263
 KV5263.The geoid height was determined by GEOID03.
 KV5263
 KV5263;                    North         East     Units Scale Factor Converg.
 KV5263;SPC NJ       -   139,881.559   185,628.901   MT  0.99991562   +0 16 08.8
 KV5263;SPC NJ       -   458,928.08    609,017.49   sFT  0.99991562   +0 16 08.8
 KV5263;UTM  18      - 4,438,441.232   578,240.862   MT  0.99967536   +0 35 28.1
 KV5263
 KV5263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5263!SPC NJ       -   1.00000507  x   0.99991562  =   0.99992069
 KV5263!UTM  18      -   1.00000507  x   0.99967536  =   0.99968043
 KV5263
 KV5263:                Primary Azimuth Mark                     Grid Az
 KV5263:SPC NJ       -  MNR 20                                   134 17 31.5
 KV5263:UTM  18      -  MNR 20                                   133 58 12.2
 KV5263
 KV5263|---------------------------------------------------------------------|
 KV5263| PID    Reference Object                     Distance      Geod. Az  |
 KV5263|                                                           dddmmss.s |
 KV5263| KV5267 MNR 20                              APPROX. 0.5 KM 1343340.3 |
 KV5263| KV5256 MNR 26 USE 1933                     APPROX. 0.7 KM 3195150.7 |
 KV5263| KV5257 MNR 25                              436.740 METERS 3562709.6 |
 KV5263|---------------------------------------------------------------------|
 KV5263
 KV5263                          SUPERSEDED SURVEY CONTROL
 KV5263
 KV5263  NAD 83(1986)-  40 05 33.43699(N)    074 04 55.78087(W) AD(       ) 3
 KV5263  NAD 27      -  40 05 33.02200(N)    074 04 57.28400(W) AD(       ) 3
 KV5263
 KV5263.Superseded values are not recommended for survey control.
 KV5263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5263.See file dsdata.txt to determine how the superseded data were derived.
 KV5263
 KV5263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7824138441(NAD 83)
 KV5263_MARK LOGO: USE   
 KV5263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5263+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KV5263
 KV5263  HISTORY     - Date     Condition        Report By
 KV5263  HISTORY     - UNK      FIRST OBSERVED
 KV5263  HISTORY     - 1934     GOOD             USE
 KV5263  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5263
 KV5263                          STATION DESCRIPTION
 KV5263
 KV5263'DESCRIBED BY US ENGINEERS 1934
 KV5263'STATION IS LOCATED ON THE S BANK OF THE MANASQUAN RIVER ON COW
 KV5263'POINT APPROXIMATELY 1/2 MILE SE OF THE OLD SQUAN HIGHWAY BRIDGE
 KV5263'AND ABOUT 1/2 MILE DIRECTLY W OF OSBORN ISLAND.
 KV5263
 KV5263                          STATION RECOVERY (1991)
 KV5263
 KV5263'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5263'STATION NOT RECOVERED AT THIS TIME DUE TO EXTENSIVE RECONSTRUCTION IN
 KV5263'THE AREA AND THE STATION IS PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5257 ***********************************************************************
 KV5257  DESIGNATION -  MNR 25
 KV5257  PID         -  KV5257
 KV5257  STATE/COUNTY-  NJ/MONMOUTH
 KV5257  USGS QUAD   -  POINT PLEASANT (1989)
 KV5257
 KV5257                         *CURRENT SURVEY CONTROL
 KV5257  ___________________________________________________________________
 KV5257* NAD 83(1996)-  40 05 47.57774(N)    074 04 56.92961(W)     ADJUSTED  
 KV5257* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5257  ___________________________________________________________________
 KV5257  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 KV5257  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KV5257
 KV5257  HORZ ORDER  -  THIRD
 KV5257
 KV5257.The horizontal coordinates were established by classical geodetic methods
 KV5257.and adjusted by the National Geodetic Survey in September 1999..
 KV5257
 KV5257.The orthometric height was scaled from a topographic map.
 KV5257
 KV5257.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5257
 KV5257.The geoid height was determined by GEOID03.
 KV5257
 KV5257;                    North         East     Units Scale Factor Converg.
 KV5257;SPC NJ       -   140,317.294   185,599.834   MT  0.99991560   +0 16 08.1
 KV5257;SPC NJ       -   460,357.66    608,922.12   sFT  0.99991560   +0 16 08.1
 KV5257;UTM  18      - 4,438,876.692   578,209.354   MT  0.99967530   +0 35 27.5
 KV5257
 KV5257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5257!SPC NJ       -   1.00000475  x   0.99991560  =   0.99992035
 KV5257!UTM  18      -   1.00000475  x   0.99967530  =   0.99968005
 KV5257
 KV5257:                Primary Azimuth Mark                     Grid Az
 KV5257:SPC NJ       -  MNR 23                                   115 49 33.0
 KV5257:UTM  18      -  MNR 23                                   115 30 13.6
 KV5257
 KV5257|---------------------------------------------------------------------|
 KV5257| PID    Reference Object                     Distance      Geod. Az  |
 KV5257|                                                           dddmmss.s |
 KV5257| KV5262 MNR 23                              APPROX. 0.6 KM 1160541.1 |
 KV5257| KV5263 MNR 24                              436.740 METERS 1762708.9 |
 KV5257| KV5256 MNR 26 USE 1933                     464.523 METERS 2854645.9 |
 KV5257| KV5255 MNR 27 USE 1933                     301.162 METERS 31739     |
 KV5257|---------------------------------------------------------------------|
 KV5257
 KV5257                          SUPERSEDED SURVEY CONTROL
 KV5257
 KV5257  NAD 83(1986)-  40 05 47.56963(N)    074 04 56.92184(W) AD(       ) 3
 KV5257  NAD 27      -  40 05 47.15500(N)    074 04 58.42400(W) AD(       ) 3
 KV5257
 KV5257.Superseded values are not recommended for survey control.
 KV5257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5257.See file dsdata.txt to determine how the superseded data were derived.
 KV5257
 KV5257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7820938877(NAD 83)
 KV5257_MARK LOGO: USE   
 KV5257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5257+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KV5257
 KV5257  HISTORY     - Date     Condition        Report By
 KV5257  HISTORY     - UNK      FIRST OBSERVED
 KV5257  HISTORY     - 1934     GOOD             USE
 KV5257  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5257
 KV5257                          STATION DESCRIPTION
 KV5257
 KV5257'DESCRIBED BY US ENGINEERS 1934
 KV5257'STATION IS LOCATED ON THE N BANK OF THE MANASQUAN RIVER
 KV5257'APPROXIMATELY 2 MILES UPSTREAM FROM HIGHWAY 35 BRIDGE AT POINT
 KV5257'PLEASANT, AND ABOUT 400 YARDS SE OF THE OLD SQUAN HIGHWAY
 KV5257'BRIDGE.  THE MARK IS ON A POINT PROJECTING SE INTO THE RIVER.
 KV5257
 KV5257                          STATION RECOVERY (1991)
 KV5257
 KV5257'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5257'STATION NOT RECOVERED AT THIS TIME DUE TO EXTENSIVE RECONSTRUCTION IN
 KV5257'THE AREA SINCE THE ORIGINAL DESCRIPTION.  STATION IS PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5256 ***********************************************************************
 KV5256  DESIGNATION -  MNR 26 USE 1933
 KV5256  PID         -  KV5256
 KV5256  STATE/COUNTY-  NJ/OCEAN
 KV5256  USGS QUAD   -  POINT PLEASANT (1989)
 KV5256
 KV5256                         *CURRENT SURVEY CONTROL
 KV5256  ___________________________________________________________________
 KV5256* NAD 83(1996)-  40 05 51.67283(N)    074 05 15.80174(W)     ADJUSTED  
 KV5256* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5256  ___________________________________________________________________
 KV5256  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 KV5256  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KV5256
 KV5256  HORZ ORDER  -  THIRD
 KV5256
 KV5256.The horizontal coordinates were established by classical geodetic methods
 KV5256.and adjusted by the National Geodetic Survey in September 1999..
 KV5256
 KV5256.The orthometric height was scaled from a topographic map.
 KV5256
 KV5256.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5256
 KV5256.The geoid height was determined by GEOID03.
 KV5256
 KV5256;                    North         East     Units Scale Factor Converg.
 KV5256;SPC NJ       -   140,441.504   185,152.265   MT  0.99991521   +0 15 56.0
 KV5256;SPC NJ       -   460,765.17    607,453.72   sFT  0.99991521   +0 15 56.0
 KV5256;UTM  18      - 4,438,998.355   577,761.202   MT  0.99967444   +0 35 15.4
 KV5256
 KV5256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5256!SPC NJ       -   1.00000491  x   0.99991521  =   0.99992012
 KV5256!UTM  18      -   1.00000491  x   0.99967444  =   0.99967935
 KV5256
 KV5256:                Primary Azimuth Mark                     Grid Az
 KV5256:SPC NJ       -  MNR 29 USE 1933                          000 37 49.1
 KV5256:UTM  18      -  MNR 29 USE 1933                          000 18 29.7
 KV5256
 KV5256|---------------------------------------------------------------------|
 KV5256| PID    Reference Object                     Distance      Geod. Az  |
 KV5256|                                                           dddmmss.s |
 KV5256| KV5248 MNR 29 USE 1933                     435.753 METERS 0005345.1 |
 KV5256| KV5255 MNR 27 USE 1933                     262.449 METERS 06829     |
 KV5256| KV5257 MNR 25                              464.523 METERS 1054633.8 |
 KV5256| KV5250 MNR 28 USE 1933                     390.274 METERS 32003     |
 KV5256|---------------------------------------------------------------------|
 KV5256
 KV5256                          SUPERSEDED SURVEY CONTROL
 KV5256
 KV5256  NAD 83(1986)-  40 05 51.66456(N)    074 05 15.79389(W) AD(       ) 3
 KV5256  NAD 27      -  40 05 51.25000(N)    074 05 17.29600(W) AD(       ) 3
 KV5256
 KV5256.Superseded values are not recommended for survey control.
 KV5256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5256.See file dsdata.txt to determine how the superseded data were derived.
 KV5256
 KV5256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7776138998(NAD 83)
 KV5256
 KV5256  HISTORY     - Date     Condition        Report By
 KV5256  HISTORY     - 1934     MONUMENTED       USE
 KV5256  HISTORY     - 1951     GOOD             CGS
 KV5256  HISTORY     - 19950824 MARK NOT FOUND   USPSQD
 KV5256
 KV5256                          STATION DESCRIPTION
 KV5256
 KV5256'DESCRIBED BY US ENGINEERS 1934
 KV5256'STATION IS LOCATED JUST N OF THE W APPROACH TO THE OLD SQUAN
 KV5256'HIGHWAY BRIDGE OVER MANASQUAN RIVER.
 KV5256
 KV5256                          STATION RECOVERY (1951)
 KV5256
 KV5256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV5256'MARK RECOVERED.  IT IS 1.5 MILES NW OF WEST POINT PLEASANT.  MARK
 KV5256'IS A CROSS CUT IN AN IRON BOLT.  THE BRIDGE AND GUARDRAIL ARE
 KV5256'NO LONGER IN THE SAME PLACE.  MARK IS 85.3 FEET W OF NW CORNER
 KV5256'OF THE RIVIERA INN AND 23.5 FEET N OF A GUARDRAIL.
 KV5256
 KV5256                          STATION RECOVERY (1995)
 KV5256
 KV5256'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5255 ***********************************************************************
 KV5255  DESIGNATION -  MNR 27 USE 1933
 KV5255  PID         -  KV5255
 KV5255  STATE/COUNTY-  NJ/MONMOUTH
 KV5255  USGS QUAD   -  POINT PLEASANT (1989)
 KV5255
 KV5255                         *CURRENT SURVEY CONTROL
 KV5255  ___________________________________________________________________
 KV5255* NAD 83(1996)-  40 05 54.79436(N)    074 05 05.49412(W)     ADJUSTED  
 KV5255* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5255  ___________________________________________________________________
 KV5255  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 KV5255  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KV5255
 KV5255  HORZ ORDER  -  THIRD
 KV5255
 KV5255.The horizontal coordinates were established by classical geodetic methods
 KV5255.and adjusted by the National Geodetic Survey in September 1999..
 KV5255
 KV5255.The orthometric height was scaled from a topographic map.
 KV5255
 KV5255.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5255
 KV5255.The geoid height was determined by GEOID03.
 KV5255
 KV5255;                    North         East     Units Scale Factor Converg.
 KV5255;SPC NJ       -   140,538.909   185,395.946   MT  0.99991542   +0 16 02.6
 KV5255;SPC NJ       -   461,084.74    608,253.20   sFT  0.99991542   +0 16 02.6
 KV5255;UTM  18      - 4,439,097.105   578,004.273   MT  0.99967490   +0 35 22.1
 KV5255
 KV5255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5255!SPC NJ       -   1.00000491  x   0.99991542  =   0.99992033
 KV5255!UTM  18      -   1.00000491  x   0.99967490  =   0.99967981
 KV5255
 KV5255|---------------------------------------------------------------------|
 KV5255| PID    Reference Object                     Distance      Geod. Az  |
 KV5255|                                                           dddmmss.s |
 KV5255| KV5257 MNR 25                              301.162 METERS 13739     |
 KV5255| KV5263 MNR 24                              APPROX. 0.7 KM 1604513.8 |
 KV5255| KV5256 MNR 26 USE 1933                     262.449 METERS 24829     |
 KV5255| KV5248 MNR 29 USE 1933                     414.165 METERS 3250219.2 |
 KV5255|---------------------------------------------------------------------|
 KV5255
 KV5255                          SUPERSEDED SURVEY CONTROL
 KV5255
 KV5255  NAD 83(1986)-  40 05 54.78614(N)    074 05 05.48638(W) AD(       ) 3
 KV5255  NAD 27      -  40 05 54.37200(N)    074 05 06.98800(W) AD(       ) 3
 KV5255
 KV5255.Superseded values are not recommended for survey control.
 KV5255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5255.See file dsdata.txt to determine how the superseded data were derived.
 KV5255
 KV5255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7800439097(NAD 83)
 KV5255
 KV5255  HISTORY     - Date     Condition        Report By
 KV5255  HISTORY     - 1934     MONUMENTED       USE
 KV5255
 KV5255                          STATION DESCRIPTION
 KV5255
 KV5255'DESCRIBED BY US ENGINEERS 1934
 KV5255'STATION IS LOCATED ON THE E BANK OF THE MANASQUAN RIVER JUST
 KV5255'N OF THE E APPROACH TO OLD SQUAN HIGHWAY BRIDGE OVER MANASQUAN
 KV5255'RIVER BETWEEN WALL AND BRICK TOWNSHIPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5250 ***********************************************************************
 KV5250  DESIGNATION -  MNR 28 USE 1933
 KV5250  PID         -  KV5250
 KV5250  STATE/COUNTY-  NJ/OCEAN
 KV5250  USGS QUAD   -  POINT PLEASANT (1989)
 KV5250
 KV5250                         *CURRENT SURVEY CONTROL
 KV5250  ___________________________________________________________________
 KV5250* NAD 83(1996)-  40 06 01.37271(N)    074 05 26.38220(W)     ADJUSTED  
 KV5250* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5250  ___________________________________________________________________
 KV5250  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 KV5250  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KV5250
 KV5250  HORZ ORDER  -  THIRD
 KV5250
 KV5250.The horizontal coordinates were established by classical geodetic methods
 KV5250.and adjusted by the National Geodetic Survey in September 1999..
 KV5250
 KV5250.The orthometric height was scaled from a topographic map.
 KV5250
 KV5250.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5250
 KV5250.The geoid height was determined by GEOID03.
 KV5250
 KV5250;                    North         East     Units Scale Factor Converg.
 KV5250;SPC NJ       -   140,739.496   184,900.297   MT  0.99991499   +0 15 49.2
 KV5250;SPC NJ       -   461,742.83    606,627.06   sFT  0.99991499   +0 15 49.2
 KV5250;UTM  18      - 4,439,294.855   577,507.624   MT  0.99967395   +0 35 08.7
 KV5250
 KV5250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5250!SPC NJ       -   1.00000491  x   0.99991499  =   0.99991990
 KV5250!UTM  18      -   1.00000491  x   0.99967395  =   0.99967886
 KV5250
 KV5250:                Primary Azimuth Mark                     Grid Az
 KV5250:SPC NJ       -  MNR 31 USE 1933                          034 28 54.1
 KV5250:UTM  18      -  MNR 31 USE 1933                          034 09 34.6
 KV5250
 KV5250|---------------------------------------------------------------------|
 KV5250| PID    Reference Object                     Distance      Geod. Az  |
 KV5250|                                                           dddmmss.s |
 KV5250| KV5243 MNR 31 USE 1933                     APPROX. 0.5 KM 0344443.3 |
 KV5250| KV5248 MNR 29 USE 1933                     291.379 METERS 06204     |
 KV5250| KV5256 MNR 26 USE 1933                     390.274 METERS 14003     |
 KV5250| KV5246 MNR 30                              387.520 METERS 31954     |
 KV5250|---------------------------------------------------------------------|
 KV5250
 KV5250                          SUPERSEDED SURVEY CONTROL
 KV5250
 KV5250  NAD 83(1986)-  40 06 01.36431(N)    074 05 26.37439(W) AD(       ) 3
 KV5250  NAD 27      -  40 06 00.95000(N)    074 05 27.87500(W) AD(       ) 3
 KV5250
 KV5250.Superseded values are not recommended for survey control.
 KV5250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5250.See file dsdata.txt to determine how the superseded data were derived.
 KV5250
 KV5250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7750839295(NAD 83)
 KV5250
 KV5250  HISTORY     - Date     Condition        Report By
 KV5250  HISTORY     - 1934     MONUMENTED       USE
 KV5250  HISTORY     - 19950824 MARK NOT FOUND   USPSQD
 KV5250
 KV5250                          STATION DESCRIPTION
 KV5250
 KV5250'DESCRIBED BY US ENGINEERS 1934
 KV5250'STATION IS ON THE W BANK OF MANASQUAN RIVER APPROXIMATELY 430
 KV5250'YARDS NW OF THE W END OF OLD SQUAN HIGHWAY BRIDGE OVER THE RIVER.
 KV5250
 KV5250                          STATION RECOVERY (1995)
 KV5250
 KV5250'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5248 ***********************************************************************
 KV5248  DESIGNATION -  MNR 29 USE 1933
 KV5248  PID         -  KV5248
 KV5248  STATE/COUNTY-  NJ/MONMOUTH
 KV5248  USGS QUAD   -  POINT PLEASANT (1989)
 KV5248
 KV5248                         *CURRENT SURVEY CONTROL
 KV5248  ___________________________________________________________________
 KV5248* NAD 83(1996)-  40 06 05.79897(N)    074 05 15.51409(W)     ADJUSTED  
 KV5248* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5248  ___________________________________________________________________
 KV5248  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 KV5248  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KV5248
 KV5248  HORZ ORDER  -  THIRD
 KV5248
 KV5248.The horizontal coordinates were established by classical geodetic methods
 KV5248.and adjusted by the National Geodetic Survey in September 1999..
 KV5248
 KV5248.The orthometric height was scaled from a topographic map.
 KV5248
 KV5248.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5248
 KV5248.The geoid height was determined by GEOID03.
 KV5248
 KV5248;                    North         East     Units Scale Factor Converg.
 KV5248;SPC NJ       -   140,877.193   185,157.059   MT  0.99991521   +0 15 56.2
 KV5248;SPC NJ       -   462,194.59    607,469.45   sFT  0.99991521   +0 15 56.2
 KV5248;UTM  18      - 4,439,433.959   577,763.546   MT  0.99967444   +0 35 15.8
 KV5248
 KV5248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5248!SPC NJ       -   1.00000507  x   0.99991521  =   0.99992028
 KV5248!UTM  18      -   1.00000507  x   0.99967444  =   0.99967950
 KV5248
 KV5248:                Primary Azimuth Mark                     Grid Az
 KV5248:SPC NJ       -  MNR 27 USE 1933                          144 46 16.6
 KV5248:UTM  18      -  MNR 27 USE 1933                          144 26 57.0
 KV5248
 KV5248|---------------------------------------------------------------------|
 KV5248| PID    Reference Object                     Distance      Geod. Az  |
 KV5248|                                                           dddmmss.s |
 KV5248| KV5255 MNR 27 USE 1933                     414.165 METERS 1450212.8 |
 KV5248| KV5256 MNR 26 USE 1933                     435.753 METERS 1805345.3 |
 KV5248| KV5250 MNR 28 USE 1933                     291.379 METERS 24204     |
 KV5248|---------------------------------------------------------------------|
 KV5248
 KV5248                          SUPERSEDED SURVEY CONTROL
 KV5248
 KV5248  NAD 83(1986)-  40 06 05.79062(N)    074 05 15.50640(W) AD(       ) 3
 KV5248  NAD 27      -  40 06 05.37600(N)    074 05 17.00800(W) AD(       ) 3
 KV5248
 KV5248.Superseded values are not recommended for survey control.
 KV5248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5248.See file dsdata.txt to determine how the superseded data were derived.
 KV5248
 KV5248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7776439434(NAD 83)
 KV5248
 KV5248  HISTORY     - Date     Condition        Report By
 KV5248  HISTORY     - 1934     MONUMENTED       USE
 KV5248
 KV5248                          STATION DESCRIPTION
 KV5248
 KV5248'DESCRIBED BY US ENGINEERS 1934
 KV5248'STATION IS LOCATED ON THE E BANK OF THE MANASQUAN RIVER
 KV5248'APPROXIMATELY 460 YARDS NW OF OLD SQUAN HIGHWAY BRIDGE AND
 KV5248'ABOUT 100 YARDS N ALONG THE RIVER BANK FROM A PROMINENT POINT
 KV5248'OF LAND PROJECTING TOWARD THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5246 ***********************************************************************
 KV5246  DESIGNATION -  MNR 30
 KV5246  PID         -  KV5246
 KV5246  STATE/COUNTY-  NJ/OCEAN
 KV5246  USGS QUAD   -  POINT PLEASANT (1989)
 KV5246
 KV5246                         *CURRENT SURVEY CONTROL
 KV5246  ___________________________________________________________________
 KV5246* NAD 83(1996)-  40 06 10.98197(N)    074 05 36.92279(W)     ADJUSTED  
 KV5246* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5246  ___________________________________________________________________
 KV5246  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 KV5246  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KV5246
 KV5246  HORZ ORDER  -  THIRD
 KV5246
 KV5246.The horizontal coordinates were established by classical geodetic methods
 KV5246.and adjusted by the National Geodetic Survey in September 1999..
 KV5246
 KV5246.The orthometric height was scaled from a topographic map.
 KV5246
 KV5246.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5246
 KV5246.The geoid height was determined by GEOID03.
 KV5246
 KV5246;                    North         East     Units Scale Factor Converg.
 KV5246;SPC NJ       -   141,034.706   184,649.305   MT  0.99991477   +0 15 42.5
 KV5246;SPC NJ       -   462,711.36    605,803.59   sFT  0.99991477   +0 15 42.5
 KV5246;UTM  18      - 4,439,588.578   577,255.037   MT  0.99967347   +0 35 02.1
 KV5246
 KV5246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5246!SPC NJ       -   1.00000507  x   0.99991477  =   0.99991983
 KV5246!UTM  18      -   1.00000507  x   0.99967347  =   0.99967853
 KV5246
 KV5246:                Primary Azimuth Mark                     Grid Az
 KV5246:SPC NJ       -  SWITCHER FOUNDATION TANK                 022 07 04.2
 KV5246:UTM  18      -  SWITCHER FOUNDATION TANK                 021 47 44.6
 KV5246
 KV5246|---------------------------------------------------------------------|
 KV5246| PID    Reference Object                     Distance      Geod. Az  |
 KV5246|                                                           dddmmss.s |
 KV5246| KV5288 SWITCHER FOUNDATION TANK            APPROX. 1.5 KM 0222246.7 |
 KV5246| KV7047 ZEIGLER RESET                       APPROX. 2.2 KM 0632426.3 |
 KV5246| CB5344 MNR 30 RM 1                          19.440 METERS 25602     |
 KV5246|---------------------------------------------------------------------|
 KV5246
 KV5246                          SUPERSEDED SURVEY CONTROL
 KV5246
 KV5246  NAD 83(1986)-  40 06 10.97343(N)    074 05 36.91503(W) AD(       ) 3
 KV5246  NAD 27      -  40 06 10.55800(N)    074 05 38.41400(W) AD(       ) 3
 KV5246
 KV5246.Superseded values are not recommended for survey control.
 KV5246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5246.See file dsdata.txt to determine how the superseded data were derived.
 KV5246
 KV5246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7725539589(NAD 83)
 KV5246_MARKER: B = BOLT
 KV5246_SETTING: 0 = UNSPECIFIED SETTING
 KV5246
 KV5246  HISTORY     - Date     Condition        Report By
 KV5246  HISTORY     - 1933     MONUMENTED       USE
 KV5246  HISTORY     - 1934     GOOD             CGS
 KV5246  HISTORY     - 1951     MARK NOT FOUND   CGS
 KV5246  HISTORY     - 19950824 MARK NOT FOUND   USPSQD
 KV5246
 KV5246                          STATION DESCRIPTION
 KV5246
 KV5246'DESCRIBED BY US ENGINEERS 1933
 KV5246'$
 KV5246'THE CENTER MARK IS A CROSS CUT IN AN IRON BOLT SET IN 6 INCH
 KV5246'TILE FLUSH WITH THE GROUND AND MARKED USHL 1933.
 KV5246
 KV5246                          STATION RECOVERY (1934)
 KV5246
 KV5246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5246'STATION ESTABLISHED BY THE HARBOR LINE BOARD IN 1933.  NO
 KV5246'DESCRIPTION BY THAT ORGANIZATION AVAILABLE, DESCRIBED AS FOLLOWS--
 KV5246'
 KV5246'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN CONCRETE.
 KV5246'
 KV5246'LOCATED ON THE TOP OF THE ISOLATED KNOLL KNOWN LOCALLY AS
 KV5246'INSPIRATION POINT WHICH IS ON THE W BANK OF THE MANASQUAN RIVER
 KV5246'ABOUT 0.4 MILE NW OF THE OLD (UPPER) SQUAN HIGHWAY
 KV5246'BRIDGE.  LOCATED AT THE END OF THE SAND ROAD WHICH TERMINATES
 KV5246'ON THIS KNOLL.
 KV5246'
 KV5246'THE CENTER MARK IS A CROSS CUT IN AN IRON BOLT SET IN 6 INCH
 KV5246'TILE FLUSH WITH THE GROUND AND MARKED USHL 1933.
 KV5246'
 KV5246'REFERENCE MARK NO.1 IS TO THE WESTWARD CLOSE TO AND ON THE S
 KV5246'SIDE OF THE ROAD AT THE BASE OF A LONE OAK TREE.
 KV5246'
 KV5246'REACHED FROM THE S END OF THE OLD (UPPER) SQUAN HIGHWAY BRIDGE
 KV5246'AS FOLLOWS--TURN W ON GRAVEL ROAD AND FOLLOW WINDING ROAD 0.5
 KV5246'MILE TO THE STATION.  THE GROUND AT THE BASE OF THE KNOLL IS
 KV5246'SWAMP AND WILL NOT SUPPORT OVER 1/2 TON TRUCK.
 KV5246'
 KV5246'A 36-FOOT SIGNAL WAS ERECTED TO SEE STATION ZEIGLER - ALL OTHERS
 KV5246'WERE VISIBLE FROM THE GROUND.
 KV5246
 KV5246                          STATION RECOVERY (1951)
 KV5246
 KV5246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV5246'STATION AND REFERENCE MARKS WERE NOT RECOVERED AFTER A
 KV5246'THIRTY-MINUTE SEARCH BY A TWO-MAN PARTY.  THE HILL WHERE THIS
 KV5246'STATION WAS LOCATED HAS BEEN GRADED AND IS NOW APPROXIMATELY 5
 KV5246'FEET LOWER THAN FORMERLY.  IT IS BELIEVED THAT THE STATION AND
 KV5246'REFERENCE MARKS HAVE BEEN DESTROYED.
 KV5246
 KV5246                          STATION RECOVERY (1995)
 KV5246
 KV5246'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5243 ***********************************************************************
 KV5243  DESIGNATION -  MNR 31 USE 1933
 KV5243  PID         -  KV5243
 KV5243  STATE/COUNTY-  NJ/MONMOUTH
 KV5243  USGS QUAD   -  POINT PLEASANT (1989)
 KV5243
 KV5243                         *CURRENT SURVEY CONTROL
 KV5243  ___________________________________________________________________
 KV5243* NAD 83(1996)-  40 06 15.63384(N)    074 05 13.50048(W)     ADJUSTED  
 KV5243* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5243  ___________________________________________________________________
 KV5243  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 KV5243  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KV5243
 KV5243  HORZ ORDER  -  THIRD
 KV5243
 KV5243.The horizontal coordinates were established by classical geodetic methods
 KV5243.and adjusted by the National Geodetic Survey in September 1999..
 KV5243
 KV5243.The orthometric height was scaled from a topographic map.
 KV5243
 KV5243.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5243
 KV5243.The geoid height was determined by GEOID03.
 KV5243
 KV5243;                    North         East     Units Scale Factor Converg.
 KV5243;SPC NJ       -   141,180.727   185,203.339   MT  0.99991525   +0 15 57.6
 KV5243;SPC NJ       -   463,190.44    607,621.29   sFT  0.99991525   +0 15 57.6
 KV5243;UTM  18      - 4,439,737.676   577,808.108   MT  0.99967453   +0 35 17.2
 KV5243
 KV5243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5243!SPC NJ       -   1.00000475  x   0.99991525  =   0.99992000
 KV5243!UTM  18      -   1.00000475  x   0.99967453  =   0.99967928
 KV5243
 KV5243:                Primary Azimuth Mark                     Grid Az
 KV5243:SPC NJ       -  MNR 28 USE 1933                          214 28 54.0
 KV5243:UTM  18      -  MNR 28 USE 1933                          214 09 34.4
 KV5243
 KV5243|---------------------------------------------------------------------|
 KV5243| PID    Reference Object                     Distance      Geod. Az  |
 KV5243|                                                           dddmmss.s |
 KV5243| KV5250 MNR 28 USE 1933                     APPROX. 0.5 KM 2144451.6 |
 KV5243|---------------------------------------------------------------------|
 KV5243
 KV5243                          SUPERSEDED SURVEY CONTROL
 KV5243
 KV5243  NAD 83(1986)-  40 06 15.62544(N)    074 05 13.49292(W) AD(       ) 3
 KV5243  NAD 27      -  40 06 15.20900(N)    074 05 14.99500(W) AD(       ) 3
 KV5243
 KV5243.Superseded values are not recommended for survey control.
 KV5243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5243.See file dsdata.txt to determine how the superseded data were derived.
 KV5243
 KV5243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7780839738(NAD 83)
 KV5243
 KV5243  HISTORY     - Date     Condition        Report By
 KV5243  HISTORY     - 1934     MONUMENTED       USE
 KV5243
 KV5243                          STATION DESCRIPTION
 KV5243
 KV5243'DESCRIBED BY US ENGINEERS 1934
 KV5243'STATION IS LOCATED ON THE E BANK OF THE MANASQUAN RIVER
 KV5243'APPROXIMATELY 700 YARDS N OF THE OLD SQUAN HIGHWAY BRIDGE OVER
 KV5243'MANASQUAN RIVER.  IT IS LOCATED IN OPEN BIGHT OPPOSITE THE
 KV5243'ENTRANCE OF DEEP BROOK CREEK INTO MANASQUAN RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5238 ***********************************************************************
 KV5238  DESIGNATION -  MNR 32 USE 1933
 KV5238  PID         -  KV5238
 KV5238  STATE/COUNTY-  NJ/OCEAN
 KV5238  USGS QUAD   -  POINT PLEASANT (1989)
 KV5238
 KV5238                         *CURRENT SURVEY CONTROL
 KV5238  ___________________________________________________________________
 KV5238* NAD 83(1996)-  40 06 24.12632(N)    074 05 48.60047(W)     ADJUSTED  
 KV5238* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5238  ___________________________________________________________________
 KV5238  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 KV5238  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KV5238
 KV5238  HORZ ORDER  -  THIRD
 KV5238
 KV5238.The horizontal coordinates were established by classical geodetic methods
 KV5238.and adjusted by the National Geodetic Survey in September 1999..
 KV5238
 KV5238.The orthometric height was scaled from a topographic map.
 KV5238
 KV5238.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5238
 KV5238.The geoid height was determined by GEOID03.
 KV5238
 KV5238;                    North         East     Units Scale Factor Converg.
 KV5238;SPC NJ       -   141,438.826   184,370.910   MT  0.99991454   +0 15 35.0
 KV5238;SPC NJ       -   464,037.21    604,890.23   sFT  0.99991454   +0 15 35.0
 KV5238;UTM  18      - 4,439,991.030   576,974.442   MT  0.99967294   +0 34 54.7
 KV5238
 KV5238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5238!SPC NJ       -   1.00000475  x   0.99991454  =   0.99991929
 KV5238!UTM  18      -   1.00000475  x   0.99967294  =   0.99967769
 KV5238
 KV5238:                Primary Azimuth Mark                     Grid Az
 KV5238:SPC NJ       -  MNR 34 USE 1933                          005 08 36.5
 KV5238:UTM  18      -  MNR 34 USE 1933                          004 49 16.8
 KV5238
 KV5238|---------------------------------------------------------------------|
 KV5238| PID    Reference Object                     Distance      Geod. Az  |
 KV5238|                                                           dddmmss.s |
 KV5238| KV5233 MNR 34 USE 1933                     APPROX. 0.5 KM 0052411.5 |
 KV5238| KV5236 MNR 33 USE 1933                     478.153 METERS 0743422.8 |
 KV5238| KV5246 MNR 30                              490.773 METERS 1454149.7 |
 KV5238|---------------------------------------------------------------------|
 KV5238
 KV5238                          SUPERSEDED SURVEY CONTROL
 KV5238
 KV5238  NAD 83(1986)-  40 06 24.11762(N)    074 05 48.59281(W) AD(       ) 3
 KV5238  NAD 27      -  40 06 23.70100(N)    074 05 50.09000(W) AD(       ) 3
 KV5238
 KV5238.Superseded values are not recommended for survey control.
 KV5238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5238.See file dsdata.txt to determine how the superseded data were derived.
 KV5238
 KV5238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7697439991(NAD 83)
 KV5238
 KV5238  HISTORY     - Date     Condition        Report By
 KV5238  HISTORY     - 1934     MONUMENTED       USE
 KV5238  HISTORY     - 19950824 MARK NOT FOUND   USPSQD
 KV5238
 KV5238                          STATION DESCRIPTION
 KV5238
 KV5238'DESCRIBED BY US ENGINEERS 1934
 KV5238'STATION IS LOCATED ON THE W BANK OF MANASQUAN RIVER ABOUT 3/4
 KV5238'MILE N OF THE OLD SQUAN HIGHWAY BRIDGE AND APPROXIMATELY 400
 KV5238'YARDS N OF DEEP BROOK CREEK.
 KV5238
 KV5238                          STATION RECOVERY (1995)
 KV5238
 KV5238'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5236 ***********************************************************************
 KV5236  DESIGNATION -  MNR 33 USE 1933
 KV5236  PID         -  KV5236
 KV5236  STATE/COUNTY-  NJ/MONMOUTH
 KV5236  USGS QUAD   -  POINT PLEASANT (1989)
 KV5236
 KV5236                         *CURRENT SURVEY CONTROL
 KV5236  ___________________________________________________________________
 KV5236* NAD 83(1996)-  40 06 28.24970(N)    074 05 29.13833(W)     ADJUSTED  
 KV5236* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5236  ___________________________________________________________________
 KV5236  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 KV5236  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KV5236
 KV5236  HORZ ORDER  -  THIRD
 KV5236
 KV5236.The horizontal coordinates were established by classical geodetic methods
 KV5236.and adjusted by the National Geodetic Survey in September 1999..
 KV5236
 KV5236.The orthometric height was scaled from a topographic map.
 KV5236
 KV5236.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5236
 KV5236.The geoid height was determined by GEOID03.
 KV5236
 KV5236;                    North         East     Units Scale Factor Converg.
 KV5236;SPC NJ       -   141,568.097   184,831.214   MT  0.99991493   +0 15 47.6
 KV5236;SPC NJ       -   464,461.33    606,400.41   sFT  0.99991493   +0 15 47.6
 KV5236;UTM  18      - 4,440,122.855   577,433.902   MT  0.99967381   +0 35 07.3
 KV5236
 KV5236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5236!SPC NJ       -   1.00000491  x   0.99991493  =   0.99991984
 KV5236!UTM  18      -   1.00000491  x   0.99967381  =   0.99967872
 KV5236
 KV5236:                Primary Azimuth Mark                     Grid Az
 KV5236:SPC NJ       -  MNR 31 USE 1933                          136 08 59.8
 KV5236:UTM  18      -  MNR 31 USE 1933                          135 49 40.1
 KV5236
 KV5236|---------------------------------------------------------------------|
 KV5236| PID    Reference Object                     Distance      Geod. Az  |
 KV5236|                                                           dddmmss.s |
 KV5236| KV5243 MNR 31 USE 1933                     APPROX. 0.5 KM 1362447.4 |
 KV5236| KV5246 MNR 30                              APPROX. 0.6 KM 1990541.3 |
 KV5236| KV5238 MNR 32 USE 1933                     478.153 METERS 2543435.3 |
 KV5236|---------------------------------------------------------------------|
 KV5236
 KV5236                          SUPERSEDED SURVEY CONTROL
 KV5236
 KV5236  NAD 83(1986)-  40 06 28.24112(N)    074 05 29.13083(W) AD(       ) 3
 KV5236  NAD 27      -  40 06 27.82400(N)    074 05 30.63000(W) AD(       ) 3
 KV5236
 KV5236.Superseded values are not recommended for survey control.
 KV5236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5236.See file dsdata.txt to determine how the superseded data were derived.
 KV5236
 KV5236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7743440123(NAD 83)
 KV5236
 KV5236  HISTORY     - Date     Condition        Report By
 KV5236  HISTORY     - 1934     MONUMENTED       USE
 KV5236
 KV5236                          STATION DESCRIPTION
 KV5236
 KV5236'DESCRIBED BY US ENGINEERS 1934
 KV5236'STATION IS LOCATED ON A PROMINENT POINT PROJECTING OUT INTO
 KV5236'MANASQUAN RIVER FROM THE E SIDE, ABOUT 3/4 MILE NE OF OLD SQUAN
 KV5236'HIGHWAY BRIDGE, AND APPROXIMATELY 1/4 MILE N OF A POINT
 KV5236'OPPOSITE THE ENTRANCE OF DEEP BROOK CREEK INTO MANASQUAN RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5233 ***********************************************************************
 KV5233  DESIGNATION -  MNR 34 USE 1933
 KV5233  PID         -  KV5233
 KV5233  STATE/COUNTY-  NJ/OCEAN
 KV5233  USGS QUAD   -  POINT PLEASANT (1989)
 KV5233
 KV5233                         *CURRENT SURVEY CONTROL
 KV5233  ___________________________________________________________________
 KV5233* NAD 83(1996)-  40 06 40.46845(N)    074 05 46.58733(W)     ADJUSTED  
 KV5233* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV5233  ___________________________________________________________________
 KV5233  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 KV5233  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV5233
 KV5233  HORZ ORDER  -  THIRD
 KV5233
 KV5233.The horizontal coordinates were established by classical geodetic methods
 KV5233.and adjusted by the National Geodetic Survey in September 1999..
 KV5233
 KV5233.The orthometric height was scaled from a topographic map.
 KV5233
 KV5233.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5233
 KV5233.The geoid height was determined by GEOID03.
 KV5233
 KV5233;                    North         East     Units Scale Factor Converg.
 KV5233;SPC NJ       -   141,943.043   184,416.296   MT  0.99991458   +0 15 36.4
 KV5233;SPC NJ       -   465,691.47    605,039.13   sFT  0.99991458   +0 15 36.4
 KV5233;UTM  18      - 4,440,495.372   577,016.982   MT  0.99967302   +0 34 56.2
 KV5233
 KV5233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5233!SPC NJ       -   1.00000522  x   0.99991458  =   0.99991980
 KV5233!UTM  18      -   1.00000522  x   0.99967302  =   0.99967824
 KV5233
 KV5233:                Primary Azimuth Mark                     Grid Az
 KV5233:SPC NJ       -  MNR 32 USE 1933                          185 08 36.4
 KV5233:UTM  18      -  MNR 32 USE 1933                          184 49 16.6
 KV5233
 KV5233|---------------------------------------------------------------------|
 KV5233| PID    Reference Object                     Distance      Geod. Az  |
 KV5233|                                                           dddmmss.s |
 KV5233| KV5238 MNR 32 USE 1933                     APPROX. 0.5 KM 1852412.8 |
 KV5233| KV5222 MNR 36                              362.409 METERS 35144     |
 KV5233|---------------------------------------------------------------------|
 KV5233
 KV5233                          SUPERSEDED SURVEY CONTROL
 KV5233
 KV5233  NAD 83(1986)-  40 06 40.45968(N)    074 05 46.57987(W) AD(       ) 3
 KV5233  NAD 27      -  40 06 40.04200(N)    074 05 48.07700(W) AD(       ) 3
 KV5233
 KV5233.Superseded values are not recommended for survey control.
 KV5233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5233.See file dsdata.txt to determine how the superseded data were derived.
 KV5233
 KV5233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7701740495(NAD 83)
 KV5233
 KV5233  HISTORY     - Date     Condition        Report By
 KV5233  HISTORY     - 1934     MONUMENTED       USE
 KV5233  HISTORY     - 19950824 MARK NOT FOUND   USPSQD
 KV5233
 KV5233                          STATION DESCRIPTION
 KV5233
 KV5233'DESCRIBED BY US ENGINEERS 1934
 KV5233'STATION IS LOCATED ON THE W BANK OF MANASQUAN RIVER ABOUT 1/2
 KV5233'MILE N OF THE ENTRANCE OF DEEP BROOK CREEK INTO THE RIVER.  THE
 KV5233'MARK IS ON A LONG POINT PROJECTING N INTO THE ENTRANCE OF A DEEP
 KV5233'COVE ON THE W SIDE OF THE RIVER.
 KV5233
 KV5233                          STATION RECOVERY (1995)
 KV5233
 KV5233'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5223 ***********************************************************************
 KV5223  DESIGNATION -  MNR 35 USE 1933
 KV5223  PID         -  KV5223
 KV5223  STATE/COUNTY-  NJ/MONMOUTH
 KV5223  USGS QUAD   -  POINT PLEASANT (1989)
 KV5223
 KV5223                         *CURRENT SURVEY CONTROL
 KV5223  ___________________________________________________________________
 KV5223* NAD 83(1996)-  40 06 51.07947(N)    074 05 28.67103(W)     ADJUSTED  
 KV5223* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5223  ___________________________________________________________________
 KV5223  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 KV5223  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KV5223
 KV5223  HORZ ORDER  -  THIRD
 KV5223
 KV5223.The horizontal coordinates were established by classical geodetic methods
 KV5223.and adjusted by the National Geodetic Survey in September 1999..
 KV5223
 KV5223.The orthometric height was scaled from a topographic map.
 KV5223
 KV5223.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5223
 KV5223.The geoid height was determined by GEOID03.
 KV5223
 KV5223;                    North         East     Units Scale Factor Converg.
 KV5223;SPC NJ       -   142,272.232   184,839.045   MT  0.99991494   +0 15 48.0
 KV5223;SPC NJ       -   466,771.48    606,426.10   sFT  0.99991494   +0 15 48.0
 KV5223;UTM  18      - 4,440,826.852   577,437.772   MT  0.99967382   +0 35 07.9
 KV5223
 KV5223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5223!SPC NJ       -   1.00000506  x   0.99991494  =   0.99992000
 KV5223!UTM  18      -   1.00000506  x   0.99967382  =   0.99967888
 KV5223
 KV5223:                Primary Azimuth Mark                     Grid Az
 KV5223:SPC NJ       -  MNR 33 USE 1933                          180 38 13.6
 KV5223:UTM  18      -  MNR 33 USE 1933                          180 18 53.7
 KV5223
 KV5223|---------------------------------------------------------------------|
 KV5223| PID    Reference Object                     Distance      Geod. Az  |
 KV5223|                                                           dddmmss.s |
 KV5223| KV5236 MNR 33 USE 1933                     APPROX. 0.7 KM 1805401.6 |
 KV5223| KV5222 MNR 36                              477.372 METERS 2734609.6 |
 KV5223|---------------------------------------------------------------------|
 KV5223
 KV5223                          SUPERSEDED SURVEY CONTROL
 KV5223
 KV5223  NAD 83(1986)-  40 06 51.07076(N)    074 05 28.66380(W) AD(       ) 3
 KV5223  NAD 27      -  40 06 50.65200(N)    074 05 30.16300(W) AD(       ) 3
 KV5223
 KV5223.Superseded values are not recommended for survey control.
 KV5223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5223.See file dsdata.txt to determine how the superseded data were derived.
 KV5223
 KV5223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7743840827(NAD 83)
 KV5223
 KV5223  HISTORY     - Date     Condition        Report By
 KV5223  HISTORY     - 1934     MONUMENTED       USE
 KV5223
 KV5223                          STATION DESCRIPTION
 KV5223
 KV5223'DESCRIBED BY US ENGINEERS 1934
 KV5223'STATION IS LOCATED ABOUT 1-1/4 MILES UPSTREAM (N) OF THE OLD SQUAN
 KV5223'HIGHWAY BRIDGE.  THE MARK IS ON THE E BANK OF MANASQUAN RIVER
 KV5223'OPPOSITE A SHARP POINT IN THE W HIGH-WATER LINE OF THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5222 ***********************************************************************
 KV5222  DESIGNATION -  MNR 36
 KV5222  PID         -  KV5222
 KV5222  STATE/COUNTY-  NJ/OCEAN
 KV5222  USGS QUAD   -  POINT PLEASANT (1989)
 KV5222
 KV5222                         *CURRENT SURVEY CONTROL
 KV5222  ___________________________________________________________________
 KV5222* NAD 83(1996)-  40 06 52.09645(N)    074 05 48.78597(W)     ADJUSTED  
 KV5222* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5222  ___________________________________________________________________
 KV5222  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 KV5222  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV5222
 KV5222  HORZ ORDER  -  THIRD
 KV5222
 KV5222.The horizontal coordinates were established by classical geodetic methods
 KV5222.and adjusted by the National Geodetic Survey in September 1999..
 KV5222
 KV5222.The orthometric height was scaled from a topographic map.
 KV5222
 KV5222.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5222
 KV5222.The geoid height was determined by GEOID03.
 KV5222
 KV5222;                    North         East     Units Scale Factor Converg.
 KV5222;SPC NJ       -   142,301.422   184,362.607   MT  0.99991453   +0 15 35.1
 KV5222;SPC NJ       -   466,867.25    604,862.99   sFT  0.99991453   +0 15 35.1
 KV5222;UTM  18      - 4,440,853.357   576,961.292   MT  0.99967291   +0 34 54.9
 KV5222
 KV5222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5222!SPC NJ       -   1.00000506  x   0.99991453  =   0.99991959
 KV5222!UTM  18      -   1.00000506  x   0.99967291  =   0.99967797
 KV5222
 KV5222:                Primary Azimuth Mark                     Grid Az
 KV5222:SPC NJ       -  SWITCHER FOUNDATION TANK                 080 29 58.2
 KV5222:UTM  18      -  SWITCHER FOUNDATION TANK                 080 10 38.4
 KV5222
 KV5222|---------------------------------------------------------------------|
 KV5222| PID    Reference Object                     Distance      Geod. Az  |
 KV5222|                                                           dddmmss.s |
 KV5222| KV5288 SWITCHER FOUNDATION TANK            APPROX. 0.9 KM 0804533.3 |
 KV5222| KV5223 MNR 35 USE 1933                     477.372 METERS 0934556.6 |
 KV5222| KV5233 MNR 34 USE 1933                     362.409 METERS 17144     |
 KV5222| CB5345 MNR 36 RM 1                          10.065 METERS 21210     |
 KV5222| CB5346 MNR 36 RM 2                          12.310 METERS 26134     |
 KV5222| KV5221 MNR 38 USE 1933                     APPROX. 0.6 KM 3395326.5 |
 KV5222|---------------------------------------------------------------------|
 KV5222
 KV5222                          SUPERSEDED SURVEY CONTROL
 KV5222
 KV5222  NAD 83(1986)-  40 06 52.08759(N)    074 05 48.77863(W) AD(       ) 3
 KV5222  NAD 27      -  40 06 51.67000(N)    074 05 50.28000(W) AD(       ) 3
 KV5222
 KV5222.Superseded values are not recommended for survey control.
 KV5222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5222.See file dsdata.txt to determine how the superseded data were derived.
 KV5222
 KV5222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7696140853(NAD 83)
 KV5222_MARKER: B = BOLT
 KV5222_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV5222_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5222
 KV5222  HISTORY     - Date     Condition        Report By
 KV5222  HISTORY     - 1933     MONUMENTED       USE
 KV5222  HISTORY     - 1934     SEE DESCRIPTION  CGS
 KV5222  HISTORY     - 1951     GOOD             CGS
 KV5222  HISTORY     - 19950824 MARK NOT FOUND   USPSQD
 KV5222
 KV5222                          STATION DESCRIPTION
 KV5222
 KV5222'DESCRIBED BY US ENGINEERS 1933
 KV5222'THE CENTER MARK IS A CROSS CUT IN AN IRON BOLT SET IN AN 8 INCH
 KV5222'TILE FLUSH WITH THE GROUND AND MARKED USHL 1933.
 KV5222
 KV5222                          STATION RECOVERY (1934)
 KV5222
 KV5222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5222'STATION ESTABLISHED BY THE HARBOR LINE BOARD IN 1933.  NO
 KV5222'DESCRIPTION BY THAT ORGANIZATION AVAILABLE, DESCRIBED AS FOLLOWS--
 KV5222'
 KV5222'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 KV5222'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD
 KV5222'BRONZE DISKS SET IN CONCRETE.
 KV5222'
 KV5222'LOCATED ON THE W BANK OF THE UPPER END OF THE MANASQUAN RIVER
 KV5222'ON A POINT KNOWN LOCALLY AS TURKEY OR GABLES POINT, ON PROPERTY
 KV5222'OWNED BY JUDGE GABLE.  LOCATED AT THE EDGE OF THE TREE LINE IN
 KV5222'SAND AND GRASS, ABOUT 100 FEET FROM THE END OF THE POINT.
 KV5222'
 KV5222'REFERENCE MARK NO.1 IS ON A LOW BANK TO THE SE, AND REFERENCE
 KV5222'MARK NO.2 IS ON THE SAME BANK TO THE SW.  BOTH ARE SET IN THINNED
 KV5222'OUT BRUSH.
 KV5222'
 KV5222'REACHED FROM POINT PLEASANT AS FOLLOWS--FOLLOW THE BURNT TAVERN
 KV5222'ROAD 3.2 MILES NW FROM THE BRIDGE OVER THE BAYHEAD-MANASQUAN
 KV5222'CANAL TO THE FIRST CROSS ROAD, TAKE THE NE BRANCH AND FOLLOW 0.5
 KV5222'MILE TO JUDGE GABLES PROPERTY AND STATION.
 KV5222
 KV5222                          STATION RECOVERY (1951)
 KV5222
 KV5222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV5222'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 KV5222'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED
 KV5222'WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED
 KV5222'DESCRIPTION IS ADEQUATE AND CORRECT.
 KV5222
 KV5222                          STATION RECOVERY (1995)
 KV5222
 KV5222'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5220 ***********************************************************************
 KV5220  DESIGNATION -  MNR 37 USE 1933
 KV5220  PID         -  KV5220
 KV5220  STATE/COUNTY-  NJ/MONMOUTH
 KV5220  USGS QUAD   -  POINT PLEASANT (1989)
 KV5220
 KV5220                         *CURRENT SURVEY CONTROL
 KV5220  ___________________________________________________________________
 KV5220* NAD 83(1996)-  40 07 11.02480(N)    074 05 39.79155(W)     ADJUSTED  
 KV5220* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5220  ___________________________________________________________________
 KV5220  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 KV5220  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV5220
 KV5220  HORZ ORDER  -  THIRD
 KV5220
 KV5220.The horizontal coordinates were established by classical geodetic methods
 KV5220.and adjusted by the National Geodetic Survey in September 1999..
 KV5220
 KV5220.The orthometric height was scaled from a topographic map.
 KV5220
 KV5220.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5220
 KV5220.The geoid height was determined by GEOID03.
 KV5220
 KV5220;                    North         East     Units Scale Factor Converg.
 KV5220;SPC NJ       -   142,886.152   184,572.919   MT  0.99991471   +0 15 40.9
 KV5220;SPC NJ       -   468,785.65    605,552.99   sFT  0.99991471   +0 15 40.9
 KV5220;UTM  18      - 4,441,439.119   577,168.263   MT  0.99967331   +0 35 00.9
 KV5220
 KV5220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5220!SPC NJ       -   1.00000506  x   0.99991471  =   0.99991977
 KV5220!UTM  18      -   1.00000506  x   0.99967331  =   0.99967837
 KV5220
 KV5220:                Primary Azimuth Mark                     Grid Az
 KV5220:SPC NJ       -  MNR 35 USE 1933                          156 33 50.4
 KV5220:UTM  18      -  MNR 35 USE 1933                          156 14 30.4
 KV5220
 KV5220|---------------------------------------------------------------------|
 KV5220| PID    Reference Object                     Distance      Geod. Az  |
 KV5220|                                                           dddmmss.s |
 KV5220| KV5223 MNR 35 USE 1933                     APPROX. 0.7 KM 1564931.3 |
 KV5220| KV5221 MNR 38 USE 1933                     416.537 METERS 2654355.2 |
 KV5220| KV5215 MNR 39 USE 1933                     440.743 METERS 3380532.3 |
 KV5220|---------------------------------------------------------------------|
 KV5220
 KV5220                          SUPERSEDED SURVEY CONTROL
 KV5220
 KV5220  NAD 83(1986)-  40 07 11.01590(N)    074 05 39.78449(W) AD(       ) 3
 KV5220  NAD 27      -  40 07 10.59600(N)    074 05 41.28100(W) AD(       ) 3
 KV5220
 KV5220.Superseded values are not recommended for survey control.
 KV5220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5220.See file dsdata.txt to determine how the superseded data were derived.
 KV5220
 KV5220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7716841439(NAD 83)
 KV5220
 KV5220  HISTORY     - Date     Condition        Report By
 KV5220  HISTORY     - 1934     MONUMENTED       USE
 KV5220  HISTORY     - 1951     GOOD             CGS
 KV5220
 KV5220                          STATION DESCRIPTION
 KV5220
 KV5220'DESCRIBED BY US ENGINEERS 1934
 KV5220'STATION IS LOCATED ON THE E BANK OF MANASQUAN RIVER, ON A SMALL
 KV5220'POINT OF LAND PROJECTING OUT INTO THE RIVER.  THE POINT IS
 KV5220'APPROXIMATELY 1-1/2 MILES UPSTREAM FROM THE OLD SQUAN HIGHWAY
 KV5220'BRIDGE, AND ABOUT 0.3 MILE NW OF A VERY PROMINENT HIGH HILL ON
 KV5220'THE E BANK OF THE RIVER.
 KV5220
 KV5220                          STATION RECOVERY (1951)
 KV5220
 KV5220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV5220'STATION WAS RECOVERED IN GOOD CONDITION.  IT WAS ESTABLISHED BY
 KV5220'THE U.S.E. IN 1933.  NO PREVIOUS DESCRIPTION WAS AVAILABLE.
 KV5220'
 KV5220'STATION IS LOCATED ON THE N SIDE OF THE MANASQUAN RIVER ABOUT
 KV5220'1.7 MILES N OF ROUTE 34 HIGHWAY BRIDGE OVER THE MANASQUAN RIVER
 KV5220'AND IN FRONT OF THE CRESTWOOD CLUBHOUSE.  IT IS 52.0 FEET SW OF
 KV5220'THE NW CORNER AND 70.0 FEET NW OF THE SW CORNER OF THE CLUBHOUSE
 KV5220'AND 2.0 FEET E OF THE MEAN HIGH-WATER LINE.
 KV5220'
 KV5220'STATION MARK IS A 2-INCH IRON PIPE SET IN A 12-INCH SQUARE
 KV5220'CONCRETE MONUMENT WHICH IS 2.0 FEET BELOW THE SURFACE OF THE
 KV5220'GROUND.  THERE ARE NO REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5221 ***********************************************************************
 KV5221  DESIGNATION -  MNR 38 USE 1933
 KV5221  PID         -  KV5221
 KV5221  STATE/COUNTY-  NJ/OCEAN
 KV5221  USGS QUAD   -  POINT PLEASANT (1989)
 KV5221
 KV5221                         *CURRENT SURVEY CONTROL
 KV5221  ___________________________________________________________________
 KV5221* NAD 83(1996)-  40 07 10.01938(N)    074 05 57.33364(W)     ADJUSTED  
 KV5221* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 KV5221  ___________________________________________________________________
 KV5221  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 KV5221  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV5221
 KV5221  HORZ ORDER  -  THIRD
 KV5221
 KV5221.The horizontal coordinates were established by classical geodetic methods
 KV5221.and adjusted by the National Geodetic Survey in September 1999..
 KV5221
 KV5221.The orthometric height was scaled from a topographic map.
 KV5221
 KV5221.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5221
 KV5221.The geoid height was determined by GEOID03.
 KV5221
 KV5221;                    North         East     Units Scale Factor Converg.
 KV5221;SPC NJ       -   142,853.261   184,157.719   MT  0.99991436   +0 15 29.6
 KV5221;SPC NJ       -   468,677.74    604,190.78   sFT  0.99991436   +0 15 29.6
 KV5221;UTM  18      - 4,441,403.902   576,753.355   MT  0.99967252   +0 34 49.6
 KV5221
 KV5221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5221!SPC NJ       -   1.00000286  x   0.99991436  =   0.99991722
 KV5221!UTM  18      -   1.00000286  x   0.99967252  =   0.99967538
 KV5221
 KV5221:                Primary Azimuth Mark                     Grid Az
 KV5221:SPC NJ       -  MNR 39 USE 1933                          029 26 23.2
 KV5221:UTM  18      -  MNR 39 USE 1933                          029 07 03.2
 KV5221
 KV5221|---------------------------------------------------------------------|
 KV5221| PID    Reference Object                     Distance      Geod. Az  |
 KV5221|                                                           dddmmss.s |
 KV5221| KV5215 MNR 39 USE 1933                     APPROX. 0.5 KM 0294152.8 |
 KV5221| KV5220 MNR 37 USE 1933                     416.537 METERS 0854343.9 |
 KV5221| KV5222 MNR 36                              APPROX. 0.6 KM 1595321.0 |
 KV5221| KV5163 MNR 40 USE 1933                     APPROX. 0.7 KM 3472611.9 |
 KV5221|---------------------------------------------------------------------|
 KV5221
 KV5221                          SUPERSEDED SURVEY CONTROL
 KV5221
 KV5221  NAD 83(1986)-  40 07 10.01036(N)    074 05 57.32647(W) AD(       ) 3
 KV5221  NAD 27      -  40 07 09.59100(N)    074 05 58.82200(W) AD(       ) 3
 KV5221
 KV5221.Superseded values are not recommended for survey control.
 KV5221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5221.See file dsdata.txt to determine how the superseded data were derived.
 KV5221
 KV5221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7675341404(NAD 83)
 KV5221
 KV5221  HISTORY     - Date     Condition        Report By
 KV5221  HISTORY     - 1934     MONUMENTED       USE
 KV5221  HISTORY     - 19950824 MARK NOT FOUND   USPSQD
 KV5221
 KV5221                          STATION DESCRIPTION
 KV5221
 KV5221'DESCRIBED BY US ENGINEERS 1934
 KV5221'STATION IS ON A SHARP POINT PROJECTING OUT FROM THE W SIDE OF
 KV5221'MANASQUAN RIVER APPROXIMATELY 1/4 MILE S OF THE BEGINNING OF THE
 KV5221'NARROWS IN THE UPPER RIVER, AND ABOUT 1-1/2 MILES UPSTREAM
 KV5221'FROM THE OLD SQUAN HIGHWAY BRIDGE OVER THE RIVER.
 KV5221
 KV5221                          STATION RECOVERY (1995)
 KV5221
 KV5221'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5215 ***********************************************************************
 KV5215  DESIGNATION -  MNR 39 USE 1933
 KV5215  PID         -  KV5215
 KV5215  STATE/COUNTY-  NJ/MONMOUTH
 KV5215  USGS QUAD   -  POINT PLEASANT (1989)
 KV5215
 KV5215                         *CURRENT SURVEY CONTROL
 KV5215  ___________________________________________________________________
 KV5215* NAD 83(1996)-  40 07 24.28245(N)    074 05 46.73675(W)     ADJUSTED  
 KV5215* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV5215  ___________________________________________________________________
 KV5215  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 KV5215  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV5215
 KV5215  HORZ ORDER  -  THIRD
 KV5215
 KV5215.The horizontal coordinates were established by classical geodetic methods
 KV5215.and adjusted by the National Geodetic Survey in September 1999..
 KV5215
 KV5215.The orthometric height was scaled from a topographic map.
 KV5215
 KV5215.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5215
 KV5215.The geoid height was determined by GEOID03.
 KV5215
 KV5215;                    North         East     Units Scale Factor Converg.
 KV5215;SPC NJ       -   143,294.279   184,406.623   MT  0.99991457   +0 15 36.5
 KV5215;SPC NJ       -   470,124.65    605,007.40   sFT  0.99991457   +0 15 36.5
 KV5215;UTM  18      - 4,441,846.205   576,999.715   MT  0.99967299   +0 34 56.6
 KV5215
 KV5215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5215!SPC NJ       -   1.00000522  x   0.99991457  =   0.99991979
 KV5215!UTM  18      -   1.00000522  x   0.99967299  =   0.99967820
 KV5215
 KV5215:                Primary Azimuth Mark                     Grid Az
 KV5215:SPC NJ       -  MNR 37 USE 1933                          157 49 51.3
 KV5215:UTM  18      -  MNR 37 USE 1933                          157 30 31.2
 KV5215
 KV5215|---------------------------------------------------------------------|
 KV5215| PID    Reference Object                     Distance      Geod. Az  |
 KV5215|                                                           dddmmss.s |
 KV5215| KV5220 MNR 37 USE 1933                     440.743 METERS 1580527.8 |
 KV5215| KV5221 MNR 38 USE 1933                     APPROX. 0.5 KM 2094159.7 |
 KV5215| KV5163 MNR 40 USE 1933                     448.327 METERS 2980001.8 |
 KV5215| KV5162 MNR 40 SUB USE 1933                 456.800 METERS 2991336.7 |
 KV5215| KV5166 SWE USE 1933                        418.585 METERS 3394102.8 |
 KV5215|---------------------------------------------------------------------|
 KV5215
 KV5215                          SUPERSEDED SURVEY CONTROL
 KV5215
 KV5215  NAD 83(1986)-  40 07 24.27343(N)    074 05 46.72981(W) AD(       ) 3
 KV5215  NAD 27      -  40 07 23.85300(N)    074 05 48.22500(W) AD(       ) 3
 KV5215
 KV5215.Superseded values are not recommended for survey control.
 KV5215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5215.See file dsdata.txt to determine how the superseded data were derived.
 KV5215
 KV5215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7700041846(NAD 83)
 KV5215
 KV5215  HISTORY     - Date     Condition        Report By
 KV5215  HISTORY     - 1934     MONUMENTED       USE
 KV5215
 KV5215                          STATION DESCRIPTION
 KV5215
 KV5215'DESCRIBED BY US ENGINEERS 1934
 KV5215'STATION IS LOCATED ON THE E BANK OF THE MANASQUAN RIVER ON
 KV5215'THE POINT AT THE BEGINNING OF THE NARROWS IN THE UPPER RIVER,
 KV5215'APPROXIMATELY 2 MILES UPSTREAM FROM THE OLD SQUAN HIGHWAY BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5163 ***********************************************************************
 KV5163  DESIGNATION -  MNR 40 USE 1933
 KV5163  PID         -  KV5163
 KV5163  STATE/COUNTY-  NJ/OCEAN
 KV5163  USGS QUAD   -  ASBURY PARK (1989)
 KV5163
 KV5163                         *CURRENT SURVEY CONTROL
 KV5163  ___________________________________________________________________
 KV5163* NAD 83(1996)-  40 07 31.10623(N)    074 06 03.45534(W)     ADJUSTED  
 KV5163* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 KV5163  ___________________________________________________________________
 KV5163  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 KV5163  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV5163
 KV5163  HORZ ORDER  -  THIRD
 KV5163
 KV5163.The horizontal coordinates were established by classical geodetic methods
 KV5163.and adjusted by the National Geodetic Survey in September 1999..
 KV5163
 KV5163.The orthometric height was scaled from a topographic map.
 KV5163
 KV5163.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5163
 KV5163.The geoid height was determined by GEOID03.
 KV5163
 KV5163;                    North         East     Units Scale Factor Converg.
 KV5163;SPC NJ       -   143,502.942   184,009.858   MT  0.99991423   +0 15 25.8
 KV5163;SPC NJ       -   470,809.24    603,705.68   sFT  0.99991423   +0 15 25.8
 KV5163;UTM  18      - 4,442,052.584   576,601.879   MT  0.99967223   +0 34 45.9
 KV5163
 KV5163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5163!SPC NJ       -   1.00000427  x   0.99991423  =   0.99991850
 KV5163!UTM  18      -   1.00000427  x   0.99967223  =   0.99967650
 KV5163
 KV5163:                Primary Azimuth Mark                     Grid Az
 KV5163:SPC NJ       -  MNR 39 USE 1933                          117 44 25.2
 KV5163:UTM  18      -  MNR 39 USE 1933                          117 25 05.1
 KV5163
 KV5163|---------------------------------------------------------------------|
 KV5163| PID    Reference Object                     Distance      Geod. Az  |
 KV5163|                                                           dddmmss.s |
 KV5163| KV5215 MNR 39 USE 1933                     448.327 METERS 1175951.0 |
 KV5163| KV5162 MNR 40 SUB USE 1933                  12.869 METERS 34726     |
 KV5163|---------------------------------------------------------------------|
 KV5163
 KV5163                          SUPERSEDED SURVEY CONTROL
 KV5163
 KV5163  NAD 83(1986)-  40 07 31.09705(N)    074 06 03.44839(W) AD(       ) 3
 KV5163  NAD 27      -  40 07 30.67700(N)    074 06 04.94300(W) AD(       ) 3
 KV5163
 KV5163.Superseded values are not recommended for survey control.
 KV5163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5163.See file dsdata.txt to determine how the superseded data were derived.
 KV5163
 KV5163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7660242053(NAD 83)
 KV5163
 KV5163  HISTORY     - Date     Condition        Report By
 KV5163  HISTORY     - 1934     MONUMENTED       USE
 KV5163
 KV5163                          STATION DESCRIPTION
 KV5163
 KV5163'DESCRIBED BY US ENGINEERS 1934
 KV5163'STATION IS LOCATED ON THE W SIDE OF MANASQUAN RIVER ABOUT 2
 KV5163'MILES UPSTREAM FROM OLD SQUAN HIGHWAY BRIDGE.  THE MARK IS
 KV5163'APPROXIMATELY 1/4 MILE NW OF MID-RIVER AT THE BEGINNING OF
 KV5163'THE NARROWS OF UPPER MANASQUAN RIVER, AND ABOUT 400 FEET NW OF
 KV5163'THE HIGH-WATER LINE AT THE END OF A SMALL COVE FORMED BY THE
 KV5163'ISLAND AT THE NARROWS AND THE W BANK OF THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5226 ***********************************************************************
 KV5226  DESIGNATION -  MNR 5
 KV5226  PID         -  KV5226
 KV5226  STATE/COUNTY-  NJ/MONMOUTH
 KV5226  USGS QUAD   -  POINT PLEASANT (1989)
 KV5226
 KV5226                         *CURRENT SURVEY CONTROL
 KV5226  ___________________________________________________________________
 KV5226* NAD 83(1996)-  40 06 41.17615(N)    074 02 34.67676(W)     ADJUSTED  
 KV5226* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5226  ___________________________________________________________________
 KV5226  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 KV5226  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV5226
 KV5226  HORZ ORDER  -  THIRD
 KV5226
 KV5226.The horizontal coordinates were established by classical geodetic methods
 KV5226.and adjusted by the National Geodetic Survey in September 1999..
 KV5226
 KV5226.The orthometric height was scaled from a topographic map.
 KV5226
 KV5226.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5226
 KV5226.The geoid height was determined by GEOID03.
 KV5226
 KV5226;                    North         East     Units Scale Factor Converg.
 KV5226;SPC NJ       -   141,986.862   188,960.573   MT  0.99991868   +0 17 40.1
 KV5226;SPC NJ       -   465,835.23    619,948.15   sFT  0.99991868   +0 17 40.1
 KV5226;UTM  18      - 4,440,564.726   581,559.855   MT  0.99968189   +0 36 59.9
 KV5226
 KV5226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5226!SPC NJ       -   1.00000507  x   0.99991868  =   0.99992375
 KV5226!UTM  18      -   1.00000507  x   0.99968189  =   0.99968696
 KV5226
 KV5226:                Primary Azimuth Mark                     Grid Az
 KV5226:SPC NJ       -  MEADOW B C N MNR 3                       161 31 05.7
 KV5226:UTM  18      -  MEADOW B C N MNR 3                       161 11 45.9
 KV5226
 KV5226|---------------------------------------------------------------------|
 KV5226| PID    Reference Object                     Distance      Geod. Az  |
 KV5226|                                                           dddmmss.s |
 KV5226| KV5239 MEADOW B C N MNR 3                  APPROX. 0.6 KM 1614845.8 |
 KV5226| KV5235 MNR 11                              312.994 METERS 21950     |
 KV5226| KV5234 MNR 9                               294.264 METERS 25540     |
 KV5226| KV5225 MNR 7                               216.917 METERS 28230     |
 KV5226|---------------------------------------------------------------------|
 KV5226
 KV5226                          SUPERSEDED SURVEY CONTROL
 KV5226
 KV5226  NAD 83(1986)-  40 06 41.16849(N)    074 02 34.67069(W) AD(       ) 3
 KV5226  NAD 27      -  40 06 40.75500(N)    074 02 36.17700(W) AD(       ) 3
 KV5226
 KV5226.Superseded values are not recommended for survey control.
 KV5226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5226.See file dsdata.txt to determine how the superseded data were derived.
 KV5226
 KV5226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8156040565(NAD 83)
 KV5226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5226+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KV5226
 KV5226  HISTORY     - Date     Condition        Report By
 KV5226  HISTORY     - UNK      FIRST OBSERVED
 KV5226  HISTORY     - 1934     GOOD             USE
 KV5226  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5226
 KV5226                          STATION DESCRIPTION
 KV5226
 KV5226'DESCRIBED BY US ENGINEERS 1934
 KV5226'STATION IS LOCATED IN THE CITY OF MANASQUAN, NW OF DEBBIES CREEK,
 KV5226'AT THE E END OF BRIELLE ROAD BRIDCE OVER WATSONS CREEK.
 KV5226
 KV5226                          STATION RECOVERY (1991)
 KV5226
 KV5226'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5226'THE STATION WAS NOT RECOVERED AT THIS TIME. THE AREA HAS UNDERGONE
 KV5226'EXTENSIVE RECONSTRUCTION AND THE STATION IS TO BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5281 ***********************************************************************
 KV5281  DESIGNATION -  MNR 6=SHELL
 KV5281  PID         -  KV5281
 KV5281  STATE/COUNTY-  NJ/OCEAN
 KV5281  USGS QUAD   -  POINT PLEASANT (1989)
 KV5281
 KV5281                         *CURRENT SURVEY CONTROL
 KV5281  ___________________________________________________________________
 KV5281* NAD 83(1996)-  40 06 12.90592(N)    074 02 44.97837(W)     ADJUSTED  
 KV5281* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KV5281  ___________________________________________________________________
 KV5281  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 KV5281  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV5281
 KV5281  HORZ ORDER  -  THIRD
 KV5281
 KV5281.The horizontal coordinates were established by classical geodetic methods
 KV5281.and adjusted by the National Geodetic Survey in September 1999..
 KV5281
 KV5281.The orthometric height was scaled from a topographic map.
 KV5281
 KV5281.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5281
 KV5281.The geoid height was determined by GEOID03.
 KV5281
 KV5281;                    North         East     Units Scale Factor Converg.
 KV5281;SPC NJ       -   141,113.741   188,721.087   MT  0.99991845   +0 17 33.2
 KV5281;SPC NJ       -   462,970.67    619,162.43   sFT  0.99991845   +0 17 33.2
 KV5281;UTM  18      - 4,439,690.479   581,325.337   MT  0.99968142   +0 36 52.9
 KV5281
 KV5281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5281!SPC NJ       -   1.00000460  x   0.99991845  =   0.99992305
 KV5281!UTM  18      -   1.00000460  x   0.99968142  =   0.99968602
 KV5281
 KV5281:                Primary Azimuth Mark                     Grid Az
 KV5281:SPC NJ       -  MANASQUAN BLOCK ICE CO STACK             000 47 17.0
 KV5281:UTM  18      -  MANASQUAN BLOCK ICE CO STACK             000 27 57.3
 KV5281
 KV5281|---------------------------------------------------------------------|
 KV5281| PID    Reference Object                     Distance      Geod. Az  |
 KV5281|                                                           dddmmss.s |
 KV5281| KV5214 MANASQUAN BLOCK ICE CO STACK        APPROX. 2.2 KM 0010450.2 |
 KV5281| KV5180 SEA GIRT STATE ARSENAL STACK        APPROX. 2.4 KM 0032651.5 |
 KV5281| KV5182 SEA GIRT                            APPROX. 3.4 KM 0062033.1 |
 KV5281| CB6369 SHELL RM 1                           11.513 METERS 01515     |
 KV5281| KV5275 SQUAN BEACH COAST GUARD CUPOLA      APPROX. 1.7 KM 0370359.8 |
 KV5281| CB6370 SHELL RM 2                           16.783 METERS 09144     |
 KV5281| KV5259 MANASQUAN R SCHWEINERT BLUE TK      APPROX. 2.4 KM 2480659.8 |
 KV5281|---------------------------------------------------------------------|
 KV5281
 KV5281                          SUPERSEDED SURVEY CONTROL
 KV5281
 KV5281  NAD 83(1986)-  40 06 12.89848(N)    074 02 44.97188(W) AD(       ) 3
 KV5281  NAD 27      -  40 06 12.48200(N)    074 02 46.47400(W) AD(       ) 3
 KV5281
 KV5281.Superseded values are not recommended for survey control.
 KV5281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5281.See file dsdata.txt to determine how the superseded data were derived.
 KV5281
 KV5281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8132539690(NAD 83)
 KV5281_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5281+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KV5281
 KV5281  HISTORY     - Date     Condition        Report By
 KV5281  HISTORY     - 1933     FIRST OBSERVED   USE
 KV5281  HISTORY     - 1934     GOOD             CGS
 KV5281  HISTORY     - 1951     MARK NOT FOUND   CGS
 KV5281  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5281
 KV5281                          STATION DESCRIPTION
 KV5281
 KV5281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5281'STATION ESTABLISHED BY NEW JERSEY BOARD OF COMMERCE AND
 KV5281'NAVIGATION AND IS IDENTICAL WITH STATION MANASQUAN RIVER 6 (USE)
 KV5281'1933.
 KV5281'
 KV5281'LOCATED IN THE CENTRAL PART OF THE LARGER OF TWO ISLANDS IN
 KV5281'THE MANASQUAN RIVER JUST E OF THE PENNSYLVANIA RAILROAD
 KV5281'BRIDGE.  THIS ISLAND IS THE MOST SOUTHWESTERLY OF THE TWO AND IS
 KV5281'CONTINUOUS WITH THE RAILROAD FILL.  LOCATED 327 METERS E OF THE
 KV5281'CENTER LINE OF THE RAILROAD, 113 METERS N OF THE S SHORE LINE,
 KV5281'AND 100 METERS S OF THE N SHORE LINE.
 KV5281'
 KV5281'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD BRONZE DISKS SET
 KV5281'IN CONCRETE.
 KV5281'
 KV5281'REFERENCE MARK NO.1 IS N OF THE STATION.
 KV5281'
 KV5281'REFERENCE MARK NO.2 IS NE BY E.  BOTH ARE IN HIGH GRASS.
 KV5281'
 KV5281'REACHED FROM RED BANK VIA STATE HIGHWAY 35 TO MANASQUAN
 KV5281'RIVER.  ON FIRST ROAD S OF BRIDGE GO E 0.1 MILE TO BLODGETTS
 KV5281'LANDING, HENCE BY BOAT TO STATION.
 KV5281'
 KV5281'A 10-FOOT SIGNAL WAS NEEDED TO SEE OVER RAILROAD FILL TO STATION
 KV5281'MANASQUAN RIVER 10 (USE).  ALL OTHERS VISIBLE FROM THE GROUND.
 KV5281
 KV5281                          STATION RECOVERY (1951)
 KV5281
 KV5281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFB)
 KV5281'STATION AND REFERENCE MARKS NOT RECOVERED AFTER AN HOUR SEARCH
 KV5281'BY A TWO MAN PARTY.  THE ISLAND IS NOW COVERED BY SPOIL FROM
 KV5281'DREDGING OPERATIONS.  NONE OF THE REFERENCE MEASUREMENTS
 KV5281'REMAIN.  THE STATION IS BELIEVED TO BE INTACT, BUT DEEPLY COVERED.
 KV5281
 KV5281                          STATION RECOVERY (1991)
 KV5281
 KV5281'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5281'THE STATION WAS NOT SEARCHED FOR AND WAS PRESUMED LOST AT THE TIME OF
 KV5281'THE LAST RECOVERY IN 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5225 ***********************************************************************
 KV5225  DESIGNATION -  MNR 7
 KV5225  PID         -  KV5225
 KV5225  STATE/COUNTY-  NJ/MONMOUTH
 KV5225  USGS QUAD   -  POINT PLEASANT (1989)
 KV5225
 KV5225                         *CURRENT SURVEY CONTROL
 KV5225  ___________________________________________________________________
 KV5225* NAD 83(1996)-  40 06 42.69780(N)    074 02 43.61944(W)     ADJUSTED  
 KV5225* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5225  ___________________________________________________________________
 KV5225  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 KV5225  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KV5225
 KV5225  HORZ ORDER  -  THIRD
 KV5225
 KV5225.The horizontal coordinates were established by classical geodetic methods
 KV5225.and adjusted by the National Geodetic Survey in September 1999..
 KV5225
 KV5225.The orthometric height was scaled from a topographic map.
 KV5225
 KV5225.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5225
 KV5225.The geoid height was determined by GEOID03.
 KV5225
 KV5225;                    North         East     Units Scale Factor Converg.
 KV5225;SPC NJ       -   142,032.706   188,748.574   MT  0.99991848   +0 17 34.3
 KV5225;SPC NJ       -   465,985.64    619,252.61   sFT  0.99991848   +0 17 34.3
 KV5225;UTM  18      - 4,440,609.366   581,347.651   MT  0.99968146   +0 36 54.1
 KV5225
 KV5225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5225!SPC NJ       -   1.00000507  x   0.99991848  =   0.99992355
 KV5225!UTM  18      -   1.00000507  x   0.99968146  =   0.99968653
 KV5225
 KV5225|---------------------------------------------------------------------|
 KV5225| PID    Reference Object                     Distance      Geod. Az  |
 KV5225|                                                           dddmmss.s |
 KV5225| KV5226 MNR 5                               216.917 METERS 10230     |
 KV5225| KV5239 MEADOW B C N MNR 3                  APPROX. 0.7 KM 1471010.1 |
 KV5225| KV5235 MNR 11                              287.516 METERS 17745     |
 KV5225| KV5234 MNR 9                               140.429 METERS 21129     |
 KV5225|---------------------------------------------------------------------|
 KV5225
 KV5225                          SUPERSEDED SURVEY CONTROL
 KV5225
 KV5225  NAD 83(1986)-  40 06 42.69007(N)    074 02 43.61330(W) AD(       ) 3
 KV5225  NAD 27      -  40 06 42.27600(N)    074 02 45.12000(W) AD(       ) 3
 KV5225
 KV5225.Superseded values are not recommended for survey control.
 KV5225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5225.See file dsdata.txt to determine how the superseded data were derived.
 KV5225
 KV5225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8134840609(NAD 83)
 KV5225_MARK LOGO: USE   
 KV5225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5225+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KV5225
 KV5225  HISTORY     - Date     Condition        Report By
 KV5225  HISTORY     - UNK      FIRST OBSERVED
 KV5225  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5225
 KV5225                          STATION DESCRIPTION
 KV5225
 KV5225'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV5225'THE STATION WAS NOT SEARCHED FOR AS THERE IS NO PREVIOUS DESCRIPTION
 KV5225'ON FILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5251 ***********************************************************************
 KV5251  DESIGNATION -  MNR 8
 KV5251  PID         -  KV5251
 KV5251  STATE/COUNTY-  NJ/OCEAN
 KV5251  USGS QUAD   -  POINT PLEASANT (1989)
 KV5251
 KV5251                         *CURRENT SURVEY CONTROL
 KV5251  ___________________________________________________________________
 KV5251* NAD 83(1996)-  40 06 00.88808(N)    074 03 03.31609(W)     ADJUSTED  
 KV5251* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5251  ___________________________________________________________________
 KV5251  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 KV5251  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV5251
 KV5251  HORZ ORDER  -  THIRD
 KV5251
 KV5251.The horizontal coordinates were established by classical geodetic methods
 KV5251.and adjusted by the National Geodetic Survey in September 1999..
 KV5251
 KV5251.The orthometric height was scaled from a topographic map.
 KV5251
 KV5251.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5251
 KV5251.The geoid height was determined by GEOID03.
 KV5251
 KV5251;                    North         East     Units Scale Factor Converg.
 KV5251;SPC NJ       -   140,740.899   188,288.677   MT  0.99991804   +0 17 21.4
 KV5251;SPC NJ       -   461,747.43    617,743.77   sFT  0.99991804   +0 17 21.4
 KV5251;UTM  18      - 4,439,315.301   580,895.132   MT  0.99968056   +0 36 40.9
 KV5251
 KV5251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5251!SPC NJ       -   1.00000476  x   0.99991804  =   0.99992280
 KV5251!UTM  18      -   1.00000476  x   0.99968056  =   0.99968532
 KV5251
 KV5251|---------------------------------------------------------------------|
 KV5251| PID    Reference Object                     Distance      Geod. Az  |
 KV5251|                                                           dddmmss.s |
 KV5251| KV5254 MNR 10                              314.644 METERS 23447     |
 KV5251| KV5253 MNR 17                              APPROX. 0.8 KM 2602053.0 |
 KV5251|---------------------------------------------------------------------|
 KV5251
 KV5251                          SUPERSEDED SURVEY CONTROL
 KV5251
 KV5251  NAD 83(1986)-  40 06 00.88063(N)    074 03 03.30931(W) AD(       ) 3
 KV5251  NAD 27      -  40 06 00.46300(N)    074 03 04.81100(W) AD(       ) 3
 KV5251
 KV5251.Superseded values are not recommended for survey control.
 KV5251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5251.See file dsdata.txt to determine how the superseded data were derived.
 KV5251
 KV5251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8089539315(NAD 83)
 KV5251_MARKER: Z = SEE DESCRIPTION
 KV5251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5251_SP_SET: CONCRETE POST
 KV5251_MARK LOGO: USE   
 KV5251_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 KV5251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5251+STABILITY: SURFACE MOTION
 KV5251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5251+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KV5251
 KV5251  HISTORY     - Date     Condition        Report By
 KV5251  HISTORY     - UNK      MONUMENTED
 KV5251  HISTORY     - 1934     GOOD             USE
 KV5251  HISTORY     - 1951     GOOD             CGS
 KV5251  HISTORY     - 19910227 GOOD             NJGS
 KV5251
 KV5251                          STATION DESCRIPTION
 KV5251
 KV5251'DESCRIBED BY US ENGINEERS 1934
 KV5251'STATION IS S OF THE MANASQUAN RIVER BETWEEN POINT PLEASANT AND
 KV5251'POINT PLEASANT BEACH ON STATE HIGHWAY 35.  STATION IS ON THE S
 KV5251'APPROACH TO HIGHWAY 35 BRIDGE OVER THE MANASQUAN RIVER BETWEEN
 KV5251'POINT PLEASANT AND BRIELLE.
 KV5251
 KV5251                          STATION RECOVERY (1951)
 KV5251
 KV5251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV5251'STATION WAS RECOVERED IN GOOD CONDITION.  IT WAS ESTABLISHED BY
 KV5251'THE U.S.E. IN 1933.  NO PREVIOUS DESCRIPTION WAS AVAILABLE.
 KV5251'
 KV5251'STATION IS LOCATED IN POINT PLEASANT ON THE S SHORE OF THE
 KV5251'MANASQUAN RIVER, ABOUT 0.3 MILE S OF HIGHWAY 35 BRIDGE OVER THE
 KV5251'MANASQUAN RIVER, 106.6 FEET S OF THE S END OF A SMALL BRIDGE,
 KV5251'44.7 FEET W OF TELEPHONE POLE J C 41-APP, 10.5 FEET W OF THE
 KV5251'CURB LINE, AND 1.0 FOOT E OF A GUARDRAIL FENCE.
 KV5251'
 KV5251'STATION MARK IS A 2-INCH IRON PIPE SET IN A 12-INCH ROUND
 KV5251'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
 KV5251
 KV5251                          STATION RECOVERY (1991)
 KV5251
 KV5251'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5251'THE STATION IS LOCATED IN THE BOROUGH OF POINT PLEASANT BEACH IN OCEAN
 KV5251'COUNTY ON THE SOUTHEAST SIDE OF THE FORMER NJ ROUTE 35 SOUTHBOUND
 KV5251'BRIDGE APPROACH, NOW A PAVED ROADWAY LEADING TO THE ABANDONED BRIDGE
 KV5251'ABUTMENTS OF THE FORMER BRIDGE OVER THE MANASQUAN RIVER.  THE PRESENT
 KV5251'NJ ROUTE 35 SOUTHBOUND BRIDGE IS ADJACENT TO THIS POINT.  THE STATION
 KV5251'IS 3.25 M (10.66 FT) SOUTHEAST OF THE SOUTHEAST CURBLINE OF THE
 KV5251'FORMER NJ ROUTE 35, 17.2 M (56.4 FT) NORTH OF POLE NUMBER JC 275 PPB,
 KV5251'22.4 M (73.5 FT) NORTHWEST OF POLE NUMBER JC 200 PPB, 15.9 M
 KV5251'(52.2 FT) SOUTH OF THE SOUTHWEST CORNER OF THE SOUTHERLY OF TWO
 KV5251'ALUMINUM UTILITY BOXES, 28.4 M (93.2 FT) SOUTH SOUTHWEST OF POLE
 KV5251'NUMBER JC 947 PP, 32.0 M (105.0 FT) SOUTH OF THE NORTH EDGE OF THE
 KV5251'SOUTH ABUTMENT OF THE ABANDONED BRIDGE AND 33.6 M (110.2 FT) NORTH OF
 KV5251'THE CENTERLINE EXTENDED OF THE ROADWAY.  THE STATION IS A 2 INCH
 KV5251'METAL PIPE SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, SET FLUSH
 KV5251'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5234 ***********************************************************************
 KV5234  DESIGNATION -  MNR 9
 KV5234  PID         -  KV5234
 KV5234  STATE/COUNTY-  NJ/MONMOUTH
 KV5234  USGS QUAD   -  POINT PLEASANT (1989)
 KV5234
 KV5234                         *CURRENT SURVEY CONTROL
 KV5234  ___________________________________________________________________
 KV5234* NAD 83(1996)-  40 06 38.81485(N)    074 02 46.71579(W)     ADJUSTED  
 KV5234* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5234  ___________________________________________________________________
 KV5234  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 KV5234  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KV5234
 KV5234  HORZ ORDER  -  THIRD
 KV5234
 KV5234.The horizontal coordinates were established by classical geodetic methods
 KV5234.and adjusted by the National Geodetic Survey in September 1999..
 KV5234
 KV5234.The orthometric height was scaled from a topographic map.
 KV5234
 KV5234.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5234
 KV5234.The geoid height was determined by GEOID03.
 KV5234
 KV5234;                    North         East     Units Scale Factor Converg.
 KV5234;SPC NJ       -   141,912.579   188,675.865   MT  0.99991841   +0 17 32.3
 KV5234;SPC NJ       -   465,591.52    619,014.07   sFT  0.99991841   +0 17 32.3
 KV5234;UTM  18      - 4,440,488.860   581,275.635   MT  0.99968132   +0 36 52.1
 KV5234
 KV5234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5234!SPC NJ       -   1.00000507  x   0.99991841  =   0.99992348
 KV5234!UTM  18      -   1.00000507  x   0.99968132  =   0.99968639
 KV5234
 KV5234                          SUPERSEDED SURVEY CONTROL
 KV5234
 KV5234  NAD 83(1986)-  40 06 38.80714(N)    074 02 46.70959(W) AD(       ) 3
 KV5234  NAD 27      -  40 06 38.39200(N)    074 02 48.21600(W) AD(       ) 3
 KV5234
 KV5234.Superseded values are not recommended for survey control.
 KV5234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5234.See file dsdata.txt to determine how the superseded data were derived.
 KV5234
 KV5234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8127640489(NAD 83)
 KV5234_MARKER: Z = SEE DESCRIPTION
 KV5234_SETTING: 0 = UNSPECIFIED SETTING
 KV5234_MARK LOGO: USE   
 KV5234_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV5234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5234+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KV5234
 KV5234  HISTORY     - Date     Condition        Report By
 KV5234  HISTORY     - UNK      MONUMENTED
 KV5234  HISTORY     - 1934     GOOD             USE
 KV5234  HISTORY     - 19910227 SEE DESCRIPTION  NJGS
 KV5234
 KV5234                          STATION DESCRIPTION
 KV5234
 KV5234'DESCRIBED BY US ENGINEERS 1934
 KV5234'STATION IS LOCATED IN THE CITY OF BRIELLE, E OF THE N.Y. AND
 KV5234'L.B. R.R. TRACKS AND S OF DEBBIES CREEK.  IT IS JUST E OF THE S
 KV5234'END OF THE GREEN AVENUE BRIDGE OVER DEBBIES CREEK.
 KV5234
 KV5234                          STATION RECOVERY (1991)
 KV5234
 KV5234'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5234'THE STATION WAS NOT RECOVERED AFTER A HALF HOUR SEARCH BY A TWO MAN
 KV5234'PARTY. THE STATION IS PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5024 ***********************************************************************
 KV5024  DESIGNATION -  MOFFAT
 KV5024  PID         -  KV5024
 KV5024  STATE/COUNTY-  NJ/MONMOUTH
 KV5024  USGS QUAD   -  LONG BRANCH (1981)
 KV5024
 KV5024                         *CURRENT SURVEY CONTROL
 KV5024  ___________________________________________________________________
 KV5024* NAD 83(1996)-  40 21 16.12629(N)    074 04 51.40412(W)     ADJUSTED  
 KV5024* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 KV5024  ___________________________________________________________________
 KV5024  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 KV5024  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KV5024
 KV5024  HORZ ORDER  -  THIRD
 KV5024
 KV5024.The horizontal coordinates were established by classical geodetic methods
 KV5024.and adjusted by the National Geodetic Survey in September 1999..
 KV5024
 KV5024.The orthometric height was scaled from a topographic map.
 KV5024
 KV5024.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5024
 KV5024.The geoid height was determined by GEOID03.
 KV5024
 KV5024;                    North         East     Units Scale Factor Converg.
 KV5024;SPC NJ       -   168,955.472   185,595.438   MT  0.99991559   +0 16 16.8
 KV5024;SPC NJ       -   554,314.74    608,907.70   sFT  0.99991559   +0 16 16.8
 KV5024;UTM  18      - 4,467,507.504   578,043.591   MT  0.99967497   +0 35 42.5
 KV5024
 KV5024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5024!SPC NJ       -   1.00000420  x   0.99991559  =   0.99991979
 KV5024!UTM  18      -   1.00000420  x   0.99967497  =   0.99967917
 KV5024
 KV5024:                Primary Azimuth Mark                     Grid Az
 KV5024:SPC NJ       -  MOLLY PITCHER HOTEL CUPOLA               104 00 31.2
 KV5024:UTM  18      -  MOLLY PITCHER HOTEL CUPOLA               103 41 05.5
 KV5024
 KV5024|---------------------------------------------------------------------|
 KV5024| PID    Reference Object                     Distance      Geod. Az  |
 KV5024|                                                           dddmmss.s |
 KV5024| KV5025 MOLLY PITCHER HOTEL CUPOLA          APPROX. 0.7 KM 1041648.0 |
 KV5024| KV5048 TOWER HILL 2 1918                   APPROX. 2.4 KM 1065912.6 |
 KV5024| KV5051 RED BANK SIGMUND EISNER TANK        APPROX. 0.7 KM 1382235.3 |
 KV5024| CB5347 MOFFAT RM 1                          27.706 METERS 19421     |
 KV5024| CB5348 MOFFAT RM 2                          22.788 METERS 27935     |
 KV5024|---------------------------------------------------------------------|
 KV5024
 KV5024                          SUPERSEDED SURVEY CONTROL
 KV5024
 KV5024  NAD 83(1986)-  40 21 16.12435(N)    074 04 51.40114(W) AD(       ) 3
 KV5024  NAD 27      -  40 21 15.73000(N)    074 04 52.89500(W) AD(       ) 3
 KV5024
 KV5024.Superseded values are not recommended for survey control.
 KV5024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5024.See file dsdata.txt to determine how the superseded data were derived.
 KV5024
 KV5024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7804467508(NAD 83)
 KV5024_MARKER: DS = TRIANGULATION STATION DISK
 KV5024_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV5024_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5024
 KV5024  HISTORY     - Date     Condition        Report By
 KV5024  HISTORY     - 1934     MONUMENTED       CGS
 KV5024  HISTORY     - 1983     GOOD             USPSQD
 KV5024  HISTORY     - 19920822 MARK NOT FOUND   USPSQD
 KV5024
 KV5024                          STATION DESCRIPTION
 KV5024
 KV5024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5024'LOCATED IN PASTURE LAND ON N BANK OF NAVESINK (NORTH BRANCH)
 KV5024'RIVER JUST W OF THE N END OF THE NEW YORK AND LONG BEACH RAILROAD
 KV5024'BRIDGE TO RED BANK, AND ON THE PROPERTY OF
 KV5024'DR. B.W. MOFFAT.  LOCATED 10 METERS N OF THE TOP OF THE HIGH
 KV5024'(20- BY 25 FEET) BANK AT THE HIGH WATER LINE, 11 METERS FROM
 KV5024'THE W RAIL, 22 METERS FROM THE NW PIER OF THE BRIDGE.
 KV5024'
 KV5024'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 KV5024'REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KV5024'SET IN CONCRETE.
 KV5024'
 KV5024'REFERENCE MARK NO.1 IS TO THE SW AND REFERENCE MARK NO.2 IS
 KV5024'TO THE NW.  BOTH ARE IN PASTURE LAND.
 KV5024'
 KV5024'REACHED FROM RED BANK AS FOLLOWS--GO W ON FRONT STREET (OVER
 KV5024'BRIDGE) 0.3 MILE TO HUBBARD AVENUE, FOLLOW N 0.5 MILE TO FIRST
 KV5024'LANE LEADING E BEYOND SHADOW LAKE.  THIS IS PRIVATE DRIVE
 KV5024'LEADING TO DR. MOFFATS RESIDENCE AND STATION.
 KV5024
 KV5024                          STATION RECOVERY (1983)
 KV5024
 KV5024'RECOVERY NOTE BY US POWER SQUADRON 1983 (PJM)
 KV5024'IN EXCELLENT CONDITION AND IS IN CONSTANT USE AS OF APRIL 1983.
 KV5024'DESCRIPTION IS VERY GOOD.
 KV5024
 KV5024                          STATION RECOVERY (1992)
 KV5024
 KV5024'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5025 ***********************************************************************
 KV5025  DESIGNATION -  MOLLY PITCHER HOTEL CUPOLA
 KV5025  PID         -  KV5025
 KV5025  STATE/COUNTY-  NJ/MONMOUTH
 KV5025  USGS QUAD   -  LONG BRANCH (1981)
 KV5025
 KV5025                         *CURRENT SURVEY CONTROL
 KV5025  ___________________________________________________________________
 KV5025* NAD 83(1996)-  40 21 10.67733(N)    074 04 23.42611(W)     ADJUSTED  
 KV5025* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KV5025  ___________________________________________________________________
 KV5025  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 KV5025  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KV5025
 KV5025  HORZ ORDER  -  THIRD
 KV5025
 KV5025.The horizontal coordinates were established by classical geodetic methods
 KV5025.and adjusted by the National Geodetic Survey in September 1999..
 KV5025
 KV5025.The orthometric height was scaled from a topographic map.
 KV5025
 KV5025.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5025
 KV5025.The geoid height was determined by GEOID03.
 KV5025
 KV5025;                    North         East     Units Scale Factor Converg.
 KV5025;SPC NJ       -   168,790.571   186,256.394   MT  0.99991618   +0 16 34.9
 KV5025;SPC NJ       -   553,773.73    611,076.19   sFT  0.99991618   +0 16 34.9
 KV5025;UTM  18      - 4,467,346.380   578,705.309   MT  0.99967625   +0 36 00.5
 KV5025
 KV5025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5025!SPC NJ       -   1.00000452  x   0.99991618  =   0.99992070
 KV5025!UTM  18      -   1.00000452  x   0.99967625  =   0.99968077
 KV5025
 KV5025                          SUPERSEDED SURVEY CONTROL
 KV5025
 KV5025  NAD 83(1986)-  40 21 10.67574(N)    074 04 23.42332(W) AD(       ) 4
 KV5025  NAD 27      -  40 21 10.28100(N)    074 04 24.92100(W) AD(       ) 3
 KV5025
 KV5025.Superseded values are not recommended for survey control.
 KV5025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5025.See file dsdata.txt to determine how the superseded data were derived.
 KV5025
 KV5025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7870567346(NAD 83)
 KV5025_MARKER: 86 = CUPOLA
 KV5025_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5025
 KV5025  HISTORY     - Date     Condition        Report By
 KV5025  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5025  HISTORY     - 1981     GOOD             NOS
 KV5025  HISTORY     - 1983     GOOD             USPSQD
 KV5025  HISTORY     - 19920611 GOOD             USPSQD
 KV5025
 KV5025                          STATION DESCRIPTION
 KV5025
 KV5025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5025'STATION IS THE LIGHTNING ROD ON THE TOP CENTER OF THE
 KV5025'TWO-STORY CUPOLA ON THE MOLLY PITCHER HOTEL, A 3-STORY RED
 KV5025'BRICK COLONIAL TYPE BUILDING.  LOCATED ON RIVERSIDE DRIVE IN
 KV5025'RED BANK NEW JERSEY.
 KV5025
 KV5025                          STATION RECOVERY (1981)
 KV5025
 KV5025'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 KV5025'STATION RECOVERED IN THE 1934 DATA, DESCRIPTION
 KV5025'IS ADEQUATE.
 KV5025
 KV5025                          STATION RECOVERY (1983)
 KV5025
 KV5025'RECOVERY NOTE BY US POWER SQUADRON 1983 (PJM)
 KV5025'BELIEVE MISS PLOTTED ON 1215 CHART MARK IS EXCELLENT AND IN EXCELLENT
 KV5025'CONDITION USED FOR LAND SURVEYING AND PLANNING AS WELL AS MARINE
 KV5025'BARRACKS EXACT LOCATION MUST BE RECHECKED.
 KV5025
 KV5025                          STATION RECOVERY (1992)
 KV5025
 KV5025'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2809 ***********************************************************************
 JU2809  DESIGNATION -  MON 1883 NJGS 1934
 JU2809  PID         -  JU2809
 JU2809  STATE/COUNTY-  NJ/ATLANTIC
 JU2809  USGS QUAD   -  OCEANVILLE (1989)
 JU2809
 JU2809                         *CURRENT SURVEY CONTROL
 JU2809  ___________________________________________________________________
 JU2809* NAD 83(1996)-  39 24 15.26905(N)    074 29 31.85334(W)     ADJUSTED  
 JU2809* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2809  ___________________________________________________________________
 JU2809  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 JU2809  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JU2809
 JU2809  HORZ ORDER  -  THIRD
 JU2809
 JU2809.The horizontal coordinates were established by classical geodetic methods
 JU2809.and adjusted by the National Geodetic Survey in September 1999..
 JU2809
 JU2809.The orthometric height was scaled from a topographic map.
 JU2809
 JU2809.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2809
 JU2809.The geoid height was determined by GEOID03.
 JU2809
 JU2809;                    North         East     Units Scale Factor Converg.
 JU2809;SPC NJ       -    63,374.621   150,673.352   MT  0.99990001   +0 00 17.9
 JU2809;SPC NJ       -   207,921.57    494,334.16   sFT  0.99990001   +0 00 17.9
 JU2809;UTM  18      - 4,361,760.241   543,721.699   MT  0.99962354   +0 19 20.5
 JU2809
 JU2809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2809!SPC NJ       -   1.00000526  x   0.99990001  =   0.99990527
 JU2809!UTM  18      -   1.00000526  x   0.99962354  =   0.99962880
 JU2809
 JU2809:                Primary Azimuth Mark                     Grid Az
 JU2809:SPC NJ       -  ABSECON CHANNEL LIGHT 5                  025 27 37.5
 JU2809:UTM  18      -  ABSECON CHANNEL LIGHT 5                  025 08 34.9
 JU2809
 JU2809|---------------------------------------------------------------------|
 JU2809| PID    Reference Object                     Distance      Geod. Az  |
 JU2809|                                                           dddmmss.s |
 JU2809| JU2799 ABSECON CHANNEL LIGHT 5             APPROX. 2.0 KM 0252755.4 |
 JU2809| JU2757 BRIGANTINE ELEVATED TANK            APPROX.11.8 KM 0835247.4 |
 JU2809| JU2772 ABSECON LIGHT                       APPROX. 7.9 KM 1220129.9 |
 JU2809| JU2768 ATLANTIC CITY RADIO WMID MAST       APPROX. 5.5 KM 1260120.5 |
 JU2809| JU2779 ATLANTIC CITY RADIO WFPG MAST       APPROX. 4.7 KM 1313402.5 |
 JU2809| JU2794 ATLANTIC CITY RADIO WBAB MAST       APPROX. 4.4 KM 1332801.8 |
 JU2809|---------------------------------------------------------------------|
 JU2809
 JU2809                          SUPERSEDED SURVEY CONTROL
 JU2809
 JU2809  NAD 83(1986)-  39 24 15.26151(N)    074 29 31.84833(W) AD(       ) 3
 JU2809  NAD 27      -  39 24 14.81000(N)    074 29 33.29200(W) AD(       ) 3
 JU2809
 JU2809.Superseded values are not recommended for survey control.
 JU2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2809.See file dsdata.txt to determine how the superseded data were derived.
 JU2809
 JU2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4372261760(NAD 83)
 JU2809_MARKER: DD = SURVEY DISK
 JU2809_SETTING: 0 = UNSPECIFIED SETTING
 JU2809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2809
 JU2809  HISTORY     - Date     Condition        Report By
 JU2809  HISTORY     - 1934     MONUMENTED       NJGS
 JU2809  HISTORY     - 1950     GOOD             CGS
 JU2809
 JU2809                          STATION DESCRIPTION
 JU2809
 JU2809'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1934 (PK)
 JU2809'A STANDARD STATE SURVEY DISK SET IN CONCRETE, ON STATE HIGHWAY
 JU2809'43, ABOUT 2.0 MILES SE OF ITS INTERSECTION WITH STATE HIGHWAY
 JU2809'4 IN THE CITY OF ABSECON.  IT IS LOCATED 32.20 FEET W OF THE
 JU2809'CENTER LINE OF STATE HIGHWAY 43, 78.78 FEET S OF THE INTERSECTION
 JU2809'OF ITS W CURB LINE WITH A TIMBER BRIDGE, 12.70 FEET W OF THE W
 JU2809'EDGE OF THE CONCRETE CURB, 24.80 FEET S OF POLE ACE-P-3922,
 JU2809'37.21 FEET NW OF A CROSS CUT IN THE CONCRETE CURB, AND 0.5 FOOT
 JU2809'BELOW GROUND.
 JU2809'
 JU2809'COMPANION MONUMENT 1884 IS 1301.74 FEET S.
 JU2809
 JU2809                          STATION RECOVERY (1950)
 JU2809
 JU2809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2809'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 JU2809'DESCRIPTION IS ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING
 JU2809'ADDITIONS AND CORRECTIONS--
 JU2809'
 JU2809'THE STATION IS NOW 6.2 FEET W OF THE W EDGE OF THE ROAD.
 JU2809'
 JU2809'THE STATION IS 80.6 FEET 73 DEG MAG. AZIMUTH FROM E CORNER
 JU2809'OF OFFICE OF EL PATIO MOTEL.
 JU2809'
 JU2809'THE CONCRETE CURB AND TIMBER BRIDGE MENTIONED IN THE
 JU2809'ORIGINAL DESCRIPTION WERE REMOVED WHEN THE ROAD WAS IMPROVED IN
 JU2809'AUGUST 1950.
 JU2809'
 JU2809'THE STATION IS NOW 1.6 FEET BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2806 ***********************************************************************
 JU2806  DESIGNATION -  MON 1886
 JU2806  PID         -  JU2806
 JU2806  STATE/COUNTY-  NJ/ATLANTIC
 JU2806  USGS QUAD   -  OCEANVILLE (1989)
 JU2806
 JU2806                         *CURRENT SURVEY CONTROL
 JU2806  ___________________________________________________________________
 JU2806* NAD 83(1996)-  39 23 12.27456(N)    074 28 07.62967(W)     ADJUSTED  
 JU2806* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2806  ___________________________________________________________________
 JU2806  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 JU2806  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JU2806
 JU2806  HORZ ORDER  -  THIRD
 JU2806
 JU2806.The horizontal coordinates were established by classical geodetic methods
 JU2806.and adjusted by the National Geodetic Survey in September 1999..
 JU2806
 JU2806.The orthometric height was scaled from a topographic map.
 JU2806
 JU2806.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2806
 JU2806.The geoid height was determined by GEOID03.
 JU2806
 JU2806;                    North         East     Units Scale Factor Converg.
 JU2806;SPC NJ       -    61,432.517   152,688.904   MT  0.99990009   +0 01 11.3
 JU2806;SPC NJ       -   201,549.85    500,946.85   sFT  0.99990009   +0 01 11.3
 JU2806;UTM  18      - 4,359,829.863   545,747.420   MT  0.99962577   +0 20 13.5
 JU2806
 JU2806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2806!SPC NJ       -   1.00000512  x   0.99990009  =   0.99990521
 JU2806!UTM  18      -   1.00000512  x   0.99962577  =   0.99963089
 JU2806
 JU2806:                Primary Azimuth Mark                     Grid Az
 JU2806:SPC NJ       -  ABSECON CHANNEL LIGHT 4                  002 41 18.1
 JU2806:UTM  18      -  ABSECON CHANNEL LIGHT 4                  002 22 15.9
 JU2806
 JU2806|---------------------------------------------------------------------|
 JU2806| PID    Reference Object                     Distance      Geod. Az  |
 JU2806|                                                           dddmmss.s |
 JU2806| JU2783 ABSECON CHANNEL LIGHT 4             APPROX. 2.5 KM 0024229.4 |
 JU2806| JU2785 ABSECON CHANNEL LIGHT 2             APPROX. 2.1 KM 0361241.4 |
 JU2806| JU2796 LIGHT 100                           APPROX. 4.0 KM 0464643.8 |
 JU2806| JU2795 LIGHT 99                            APPROX. 4.8 KM 0472005.1 |
 JU2806| CB1982 FRONT RANGE LT 99                                  0473231.8 |
 JU2806| JU2784 LIGHT 102                           APPROX. 3.6 KM 0551006.2 |
 JU2806| JU2807 PILE 14A ABANDONED LIGHT            APPROX. 2.0 KM 0551458.3 |
 JU2806| JU2786 LIGHT 104                           APPROX. 3.2 KM 0623453.9 |
 JU2806| JU2812 LOW WATER THOROFARE LIGHT 1         APPROX. 4.4 KM 0662200.3 |
 JU2806| JU2757 BRIGANTINE ELEVATED TANK            APPROX.10.3 KM 0714849.7 |
 JU2806| JU2787 LIGHT 105                           APPROX. 3.6 KM 0802210.4 |
 JU2806| JU2790 LIGHT 106                           APPROX. 3.1 KM 0810020.8 |
 JU2806| JU2791 BEACH THOROFARE LIGHT 2             APPROX. 1.7 KM 0820038.9 |
 JU2806| JU2768 ATLANTIC CITY RADIO WMID MAST       APPROX. 2.8 KM 1180046.8 |
 JU2806| JU2779 ATLANTIC CITY RADIO WFPG MAST       APPROX. 1.9 KM 1280128.5 |
 JU2806| JU2794 ATLANTIC CITY RADIO WBAB MAST       APPROX. 1.6 KM 1323741.5 |
 JU2806| JU2777 RITZ AERO BEACON                    APPROX. 4.3 KM 1500640.0 |
 JU2806| JU2799 ABSECON CHANNEL LIGHT 5             APPROX. 4.0 KM 3431914.2 |
 JU2806|---------------------------------------------------------------------|
 JU2806
 JU2806                          SUPERSEDED SURVEY CONTROL
 JU2806
 JU2806  NAD 83(1986)-  39 23 12.26349(N)    074 28 07.62146(W) AD(       ) 3
 JU2806  NAD 27      -  39 23 11.83500(N)    074 28 09.08800(W) AD(       ) 3
 JU2806
 JU2806.Superseded values are not recommended for survey control.
 JU2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2806.See file dsdata.txt to determine how the superseded data were derived.
 JU2806
 JU2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4574759830(NAD 83)
 JU2806_MARKER: DD = SURVEY DISK
 JU2806_SETTING: 0 = UNSPECIFIED SETTING
 JU2806
 JU2806  HISTORY     - Date     Condition        Report By
 JU2806  HISTORY     - 1934     MONUMENTED       NJGS
 JU2806  HISTORY     - 1950     GOOD             CGS
 JU2806
 JU2806                          STATION DESCRIPTION
 JU2806
 JU2806'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1934 (PK)
 JU2806'A STANDARD STATE SURVEY DISK SET IN CONCRETE, ON STATE HIGHWAY
 JU2806'43 (ABSECON BOULEVARD), ABOUT 2.75 MILES NW OF THE INTERSECTION OF
 JU2806'NORTH CAROLINA AND ATLANTIC AVENUES.  THE MONUMENT IS 29.80 FEET
 JU2806'S OF THE CENTER LINE OF STATE HIGHWAY 43, 10.3 FEET S OF A CROSS
 JU2806'CUT IN THE S CONCRETE CURB, 25.52 FEET SW OF A CROSS CUT IN THE
 JU2806'S CONCRETE CURB, 41.40 FEET NW OF POLE ACE-A-7075, AND 0.67 FOOT
 JU2806'BELOW GROUND.
 JU2806'
 JU2806'COMPANION MONUMENT 1885 IS 1823.98 FEET W.
 JU2806
 JU2806                          STATION RECOVERY (1950)
 JU2806
 JU2806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2806'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 JU2806'DESCRIPTION IS ADEQUATE AND CORRECT EXCEPT THAT THE ROAD HAS
 JU2806'BEEN WIDENED AND ALL MEASUREMENTS TO THE ROAD ARE NOW AS FOLLOWS--
 JU2806'
 JU2806'THE MONUMENT IS 30.3 FEET S OF THE CENTER LINE OF STATE
 JU2806'HIGHWAY 43, 30.10 FEET (9.176 METERS) S OF A CROSS CUT IN THE S
 JU2806'SIDE WALL OF THE CONCRETE CENTER ISLAND ABOUT 4 INCHES W OF AN
 JU2806'EXPANSION JOINT, 34.70 FEET (10.578 METERS) SW OF A CROSS CUT IN
 JU2806'THE S SIDE WALL OF THE CONCRETE CENTER ISLAND ABOUT HALFWAY
 JU2806'BETWEEN THE EXPANSION JOINTS, 4.0 FEET FROM THE EDGE OF THE
 JU2806'ROAD, AND 11.2 FEET NE OF A WHITE GUARD POST.  THE STATION IS
 JU2806'NOW 1.1 FEET BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6246 ***********************************************************************
 KV6246  DESIGNATION -  MON 27530
 KV6246  PID         -  KV6246
 KV6246  STATE/COUNTY-  NJ/SOMERSET
 KV6246  USGS QUAD   -  ROCKY HILL (1970)
 KV6246
 KV6246                         *CURRENT SURVEY CONTROL
 KV6246  ___________________________________________________________________
 KV6246* NAD 83(1996)-  40 28 01.08199(N)    074 39 42.14090(W)     ADJUSTED  
 KV6246* NAVD 88     -        37.98   (+/-2cm)     124.6    (feet)  VERTCON   
 KV6246  ___________________________________________________________________
 KV6246  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 KV6246  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KV6246
 KV6246  HORZ ORDER  -  THIRD
 KV6246  VERT ORDER  -  THIRD ? (See Below)
 KV6246
 KV6246.The horizontal coordinates were established by classical geodetic methods
 KV6246.and adjusted by the National Geodetic Survey in September 1999..
 KV6246.No horizontal observational check was made to the station.
 KV6246
 KV6246.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6246.The vertical order pertains to the NGVD 29 superseded value.
 KV6246
 KV6246.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6246
 KV6246.The geoid height was determined by GEOID03.
 KV6246
 KV6246;                    North         East     Units Scale Factor Converg.
 KV6246;SPC NJ       -   181,373.413   136,287.208   MT  0.99990231   -0 06 17.8
 KV6246;SPC NJ       -   595,055.94    447,135.61   sFT  0.99990231   -0 06 17.8
 KV6246;UTM  18      - 4,479,643.058   528,679.053   MT  0.99961012   +0 13 10.4
 KV6246
 KV6246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6246!SPC NJ       -   0.99999929  x   0.99990231  =   0.99990160
 KV6246!UTM  18      -   0.99999929  x   0.99961012  =   0.99960941
 KV6246
 KV6246                          SUPERSEDED SURVEY CONTROL
 KV6246
 KV6246  NAD 83(1986)-  40 28 01.08123(N)    074 39 42.14256(W) AD(       ) 3
 KV6246  NGVD 29 (06/22/90)   38.26   (m)          125.5    (f) LEVELING    3  
 KV6246
 KV6246.Superseded values are not recommended for survey control.
 KV6246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6246.See file dsdata.txt to determine how the superseded data were derived.
 KV6246
 KV6246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2867979643(NAD 83)
 KV6246_MARKER: DH = HORIZONTAL CONTROL DISK
 KV6246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6246_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV6246_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6246+STABILITY: SURFACE MOTION
 KV6246
 KV6246  HISTORY     - Date     Condition        Report By
 KV6246  HISTORY     - 1982     MONUMENTED       NJGS
 KV6246  HISTORY     - 19940507 GOOD             USPSQD
 KV6246  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV6246
 KV6246                          STATION DESCRIPTION
 KV6246
 KV6246'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1982 (CLN)
 KV6246'THE STATION IS LOCATED ABOUT 13.3 KM (8.25 MI)
 KV6246'NORTH OF PRINCETON,
 KV6246'12.9 KM (8.0 MI) NORTHEAST OF HOPEWELL AND ABOUT 100 METERS SOUTH
 KV6246'OF THE BELLE MEAD RAILWAY STATION.
 KV6246'OWNERSHIP--RAILWAY RIGHT OF WAY
 KV6246'
 KV6246'TO REACH THE STATION FROM THE POST OFFICE IN BELLE MEAD GO SOUTH
 KV6246'ON U.S. HIGHWAY 206 FO 0.3 KM (0.2 MI) TO THE STATION ON THE LEFT.
 KV6246'
 KV6246'THE STATION IS A STANDARD NJGS DISK
 KV6246'STAMPED---27530---,
 KV6246'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV6246'25 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 KV6246'6.8 METERS (22.3 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 KV6246'46.9 METERS (154.0 FT) SOUTH FROM THE SOUTH RAIL OF THE TRACKS,
 KV6246'2.94 METERS (9.64 FT) NORTHEAST FROM A CUT CROSS IN THE EAST CURB
 KV6246'OF THE HIGHWAY AND
 KV6246'2.83 METERS (9.27 FT) SOUTHEAST FROM A CUT CROSS IN THE CURB.
 KV6246'
 KV6246'DESCRIBED BY R G POUST.
 KV6246'SEE STATION PRINCETON NORTHEAST BASE 1929.
 KV6246
 KV6246                          STATION RECOVERY (1994)
 KV6246
 KV6246'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV6246'RECOVERED IN GOOD CONDITION.
 KV6246
 KV6246                          STATION RECOVERY (2001)
 KV6246
 KV6246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6246'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6247 ***********************************************************************
 KV6247  DESIGNATION -  MON 27637
 KV6247  PID         -  KV6247
 KV6247  STATE/COUNTY-  NJ/HUNTERDON
 KV6247  USGS QUAD   -  LUMBERVILLE (1997)
 KV6247
 KV6247                         *CURRENT SURVEY CONTROL
 KV6247  ___________________________________________________________________
 KV6247* NAD 83(1996)-  40 26 47.34116(N)    075 02 37.20270(W)     ADJUSTED  
 KV6247* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 KV6247  ___________________________________________________________________
 KV6247  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 KV6247  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KV6247
 KV6247  HORZ ORDER  -  THIRD
 KV6247
 KV6247.The horizontal coordinates were established by classical geodetic methods
 KV6247.and adjusted by the National Geodetic Survey in September 1999..
 KV6247.No horizontal observational check was made to the station.
 KV6247
 KV6247.The orthometric height was scaled from a topographic map.
 KV6247
 KV6247.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6247
 KV6247.The geoid height was determined by GEOID03.
 KV6247
 KV6247;                    North         East     Units Scale Factor Converg.
 KV6247;SPC NJ       -   179,228.462   103,882.429   MT  0.99992617   -0 21 09.7
 KV6247;SPC NJ       -   588,018.71    340,820.94   sFT  0.99992617   -0 21 09.7
 KV6247;SPC PA S     -   127,116.231   829,546.728   MT  0.99995950   +1 45 21.1
 KV6247;SPC PA S     -   417,047.17  2,721,604.56   sFT  0.99995950   +1 45 21.1
 KV6247;UTM  18      - 4,477,315.369   496,296.953   MT  0.99960017   -0 01 42.0
 KV6247
 KV6247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6247!SPC NJ       -   0.99997919  x   0.99992617  =   0.99990536
 KV6247!SPC PA S     -   0.99997919  x   0.99995950  =   0.99993869
 KV6247!UTM  18      -   0.99997919  x   0.99960017  =   0.99957937
 KV6247
 KV6247                          SUPERSEDED SURVEY CONTROL
 KV6247
 KV6247  NAD 83(1986)-  40 26 47.33821(N)    075 02 37.20595(W) AD(       ) 3
 KV6247
 KV6247.Superseded values are not recommended for survey control.
 KV6247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6247.See file dsdata.txt to determine how the superseded data were derived.
 KV6247
 KV6247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9629777315(NAD 83)
 KV6247_MARKER: DH = HORIZONTAL CONTROL DISK
 KV6247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6247_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6247+STABILITY: SURFACE MOTION
 KV6247
 KV6247  HISTORY     - Date     Condition        Report By
 KV6247  HISTORY     - 1980     MONUMENTED       NJGS
 KV6247
 KV6247                          STATION DESCRIPTION
 KV6247
 KV6247'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1980 (RGP)
 KV6247'THE STATION IS LOCATED ABOUT 17.7 KM (11.0 MI) SOUTHWEST OF
 KV6247'FLEMINGTON,
 KV6247'6.4 KM (4.0 MI) NORTHWEST OF STOCKTON AND 2.4 KM (1.5 MI) EAST OF
 KV6247'THE DELAWARE RIVER .
 KV6247'OWNERSHIP--COUNTY RIGHT OF WAY.
 KV6247'
 KV6247'TO REACH THE STATION FROM THE POST OFFICE IN STOCKTON, GO NORTHEAST
 KV6247'ON MAIN STREET FOR 0.16 KM (0.1 MI) TO A TEE JUNCTION.  TURN LEFT
 KV6247'AND GO NORTHWEST ON STATE ROUTE 29 FOR 7.7 KM (4.8 MI) TO A SIDE
 KV6247'ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON COUNTY ROUTE 519 FOR
 KV6247'3.2 KM (2.0 MI) TO A SIDE ROAD RIGHT,  CONTINUE AHEAD FOR
 KV6247'0.32 KM (0.2 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON
 KV6247'TUMBLE FALLS ROAD FOR 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT.
 KV6247'
 KV6247'THE STATION IS A STANDARD NJGS DISK
 KV6247'STAMPED---27637---,
 KV6247'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6247'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6247'16.5 METERS (54.0 FT) EAST FROM THE CENTER OF A DRIVE LEADING SOUTH,
 KV6247'12.9 METERS (42.2 FT) SOUTHWEST FROM A POWER POLE NUMBER H 35,
 KV6247'12.6 METERS (41.5 FT) EAST FROM A POWER POLE KD533,
 KV6247'4.9 METERS (16.0 FT) SOUTH FROM THE CENTER OF TUMBLE FALLS ROAD AND
 KV6247'2.7 METERS (9.0 FT) EAST FROM A 24 INCH OAK.
 KV6247'
 KV6247'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 KV6247'
 KV6247'DESCRIBED BY RALPH R POUST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5684 ***********************************************************************
 KV5684  DESIGNATION -  MON 2845 NJGS 1935
 KV5684  PID         -  KV5684
 KV5684  STATE/COUNTY-  NJ/BURLINGTON
 KV5684  USGS QUAD   -  BRISTOL (1981)
 KV5684
 KV5684                         *CURRENT SURVEY CONTROL
 KV5684  ___________________________________________________________________
 KV5684* NAD 83(1996)-  40 04 30.13323(N)    074 52 00.48949(W)     ADJUSTED  
 KV5684* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5684  ___________________________________________________________________
 KV5684  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 KV5684  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV5684
 KV5684  HORZ ORDER  -  THIRD
 KV5684
 KV5684.The horizontal coordinates were established by classical geodetic methods
 KV5684.and adjusted by the National Geodetic Survey in September 1999..
 KV5684
 KV5684.The orthometric height was scaled from a topographic map.
 KV5684
 KV5684.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5684
 KV5684.The geoid height was determined by GEOID03.
 KV5684
 KV5684;                    North         East     Units Scale Factor Converg.
 KV5684;SPC NJ       -   137,909.807   118,714.712   MT  0.99991205   -0 14 10.1
 KV5684;SPC NJ       -   452,459.09    389,483.18   sFT  0.99991205   -0 14 10.1
 KV5684;SPC PA S     -    86,369.018   845,889.242   MT  0.99998087   +1 52 14.2
 KV5684;SPC PA S     -   283,362.35  2,775,221.62   sFT  0.99998087   +1 52 14.2
 KV5684;UTM  18      - 4,436,094.146   511,357.234   MT  0.99960159   +0 05 08.7
 KV5684
 KV5684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5684!SPC NJ       -   1.00000473  x   0.99991205  =   0.99991678
 KV5684!SPC PA S     -   1.00000473  x   0.99998087  =   0.99998560
 KV5684!UTM  18      -   1.00000473  x   0.99960159  =   0.99960632
 KV5684
 KV5684:                Primary Azimuth Mark                     Grid Az
 KV5684:SPC NJ       -  MON 2846 NJGS 1935                       248 35 30.7
 KV5684:SPC PA S     -  MON 2846 NJGS 1935                       246 29 06.4
 KV5684:UTM  18      -  MON 2846 NJGS 1935                       248 16 11.9
 KV5684
 KV5684|---------------------------------------------------------------------|
 KV5684| PID    Reference Object                     Distance      Geod. Az  |
 KV5684|                                                           dddmmss.s |
 KV5684| KV5681 MON 2846 NJGS 1935                  APPROX. 0.7 KM 2482120.6 |
 KV5684| KV5682 BURLINGTON BRISTOL BR TWR N LT      APPROX. 0.8 KM 3421836.3 |
 KV5684|---------------------------------------------------------------------|
 KV5684
 KV5684                          SUPERSEDED SURVEY CONTROL
 KV5684
 KV5684  NAD 83(1986)-  40 04 30.13162(N)    074 52 00.49122(W) AD(       ) 3
 KV5684  NAD 27      -  40 04 29.73300(N)    074 52 01.89400(W) AD(       ) 3
 KV5684
 KV5684.Superseded values are not recommended for survey control.
 KV5684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5684.See file dsdata.txt to determine how the superseded data were derived.
 KV5684
 KV5684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1135736094(NAD 83)
 KV5684_MARKER: Z = SEE DESCRIPTION
 KV5684_SETTING: 0 = UNSPECIFIED SETTING
 KV5684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5684
 KV5684  HISTORY     - Date     Condition        Report By
 KV5684  HISTORY     - 1935     MONUMENTED       NJGS
 KV5684  HISTORY     - 1947     GOOD             CGS
 KV5684
 KV5684                          STATION DESCRIPTION
 KV5684
 KV5684'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1935 (EBR)
 KV5684'IN BURLINGTON, 7.19 METERS W OF KIEM BOULEVARD CENTER LINE,
 KV5684'14.69 METERS S OF S RAIL OF PENNSYLVANIA RAILROAD.  STANDARD
 KV5684'MONUMENT OF THE TRAVERSE LINE OF THE NEW JERSEY GEODETIC SURVEY.
 KV5684'
 KV5684'SECOND ORDER SUPPLEMENTAL SCHEME STATION.
 KV5684'
 KV5684'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV5684
 KV5684                          STATION RECOVERY (1947)
 KV5684
 KV5684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5684'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5684'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5681 ***********************************************************************
 KV5681  DESIGNATION -  MON 2846 NJGS 1935
 KV5681  PID         -  KV5681
 KV5681  STATE/COUNTY-  NJ/BURLINGTON
 KV5681  USGS QUAD   -  BRISTOL (1981)
 KV5681
 KV5681                         *CURRENT SURVEY CONTROL
 KV5681  ___________________________________________________________________
 KV5681* NAD 83(1996)-  40 04 21.73839(N)    074 52 28.02340(W)     ADJUSTED  
 KV5681* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5681  ___________________________________________________________________
 KV5681  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 KV5681  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV5681
 KV5681  HORZ ORDER  -  THIRD
 KV5681
 KV5681.The horizontal coordinates were established by classical geodetic methods
 KV5681.and adjusted by the National Geodetic Survey in September 1999..
 KV5681
 KV5681.The orthometric height was scaled from a topographic map.
 KV5681
 KV5681.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5681
 KV5681.The geoid height was determined by GEOID03.
 KV5681
 KV5681;                    North         East     Units Scale Factor Converg.
 KV5681;SPC NJ       -   137,653.624   118,061.283   MT  0.99991255   -0 14 27.8
 KV5681;SPC NJ       -   451,618.60    387,339.39   sFT  0.99991255   -0 14 27.8
 KV5681;SPC PA S     -    86,088.968   845,245.627   MT  0.99998113   +1 51 56.3
 KV5681;SPC PA S     -   282,443.56  2,773,110.03   sFT  0.99998113   +1 51 56.3
 KV5681;UTM  18      - 4,435,834.376   510,705.456   MT  0.99960141   +0 04 51.0
 KV5681
 KV5681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5681!SPC NJ       -   1.00000473  x   0.99991255  =   0.99991728
 KV5681!SPC PA S     -   1.00000473  x   0.99998113  =   0.99998586
 KV5681!UTM  18      -   1.00000473  x   0.99960141  =   0.99960614
 KV5681
 KV5681:                Primary Azimuth Mark                     Grid Az
 KV5681:SPC NJ       -  BURLINGTON BRISTOL BR TWR N LT           022 33 54.4
 KV5681:SPC PA S     -  BURLINGTON BRISTOL BR TWR N LT           020 27 30.3
 KV5681:UTM  18      -  BURLINGTON BRISTOL BR TWR N LT           022 14 35.6
 KV5681
 KV5681|---------------------------------------------------------------------|
 KV5681| PID    Reference Object                     Distance      Geod. Az  |
 KV5681|                                                           dddmmss.s |
 KV5681| KV5682 BURLINGTON BRISTOL BR TWR N LT      APPROX. 1.1 KM 0221926.6 |
 KV5681| KV5684 MON 2845 NJGS 1935                  APPROX. 0.7 KM 0682102.8 |
 KV5681| KV5727 KERR ECC                            350.531 METERS 29337     |
 KV5681|---------------------------------------------------------------------|
 KV5681
 KV5681                          SUPERSEDED SURVEY CONTROL
 KV5681
 KV5681  NAD 83(1986)-  40 04 21.73674(N)    074 52 28.02522(W) AD(       ) 3
 KV5681  NAD 27      -  40 04 21.33800(N)    074 52 29.42700(W) AD(       ) 3
 KV5681
 KV5681.Superseded values are not recommended for survey control.
 KV5681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5681.See file dsdata.txt to determine how the superseded data were derived.
 KV5681
 KV5681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1070535834(NAD 83)
 KV5681_MARKER: Z = SEE DESCRIPTION
 KV5681_SETTING: 0 = UNSPECIFIED SETTING
 KV5681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5681
 KV5681  HISTORY     - Date     Condition        Report By
 KV5681  HISTORY     - 1935     MONUMENTED       NJGS
 KV5681  HISTORY     - 1947     GOOD             CGS
 KV5681
 KV5681                          STATION DESCRIPTION
 KV5681
 KV5681'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1935 (EBR)
 KV5681'IN BURLINGTON, S OF PUBLIC SERVICE POWER PLANT, 131.5 METERS E
 KV5681'OF W BROAD STREET AND SLUICE ROAD INTERSECTION, 14.30 METERS
 KV5681'W OF W END OF GUARD RAIL ON S SIDE OF W BROAD STREET, 4.80
 KV5681'METERS S OF W BROAD STREET CENTER LINE, 26.60 METERS S OF S
 KV5681'RAIL OF PENNSYLVANIA RAILROAD TRACK.  A STANDARD MONUMENT OF
 KV5681'THE TRAVERSE LINE OF THE NEW JERSEY GEODETIC SURVEY.
 KV5681'
 KV5681'SECOND ORDER SUPPLEMENTAL SCHEME STATION.
 KV5681'
 KV5681'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV5681
 KV5681                          STATION RECOVERY (1947)
 KV5681
 KV5681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5681'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5681'ADEQUATE WITH THE FOLLOWING CHANGES--
 KV5681'
 KV5681'1.  DELETE 14.30 METERS W OF - ---- ---- BROAD STREET.
 KV5681'
 KV5681'2.  ADD STATION IS 24.8 METERS S OF THE THIRD TELEPHONE POLE
 KV5681'W OF THE SLUICE ROAD GRADE CROSSING, AND 2.5 METERS W OF A
 KV5681'6-INCH WILD CHERRY TREE GROWING ALONG THE S SHOULDER OF W BROAD ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6528 ***********************************************************************
 KV6528  DESIGNATION -  MON 5332 RESET
 KV6528  PID         -  KV6528
 KV6528  STATE/COUNTY-  NJ/MORRIS
 KV6528  USGS QUAD   -  CHATHAM (1981)
 KV6528
 KV6528                         *CURRENT SURVEY CONTROL
 KV6528  ___________________________________________________________________
 KV6528* NAD 83(1996)-  40 43 42.80540(N)    074 23 33.70473(W)     ADJUSTED  
 KV6528* NAVD 88     -       136.7    (meters)     448.     (feet)  GPS OBS   
 KV6528  ___________________________________________________________________
 KV6528  X           -   1,302,271.691 (meters)                     COMP
 KV6528  Y           -  -4,661,918.460 (meters)                     COMP
 KV6528  Z           -   4,139,694.174 (meters)                     COMP
 KV6528  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 KV6528  ELLIP HEIGHT-         103.86  (meters)          (10/23/02) GPS OBS
 KV6528  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KV6528
 KV6528  HORZ ORDER  -  FIRST
 KV6528  ELLP ORDER  -  FOURTH    CLASS I
 KV6528
 KV6528.The horizontal coordinates were established by GPS observations
 KV6528.and adjusted by the National Geodetic Survey in May 1999..
 KV6528
 KV6528.The orthometric height was determined by GPS observations and a
 KV6528.high-resolution geoid model.
 KV6528
 KV6528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6528
 KV6528.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6528
 KV6528.The ellipsoidal height was determined by GPS observations
 KV6528.and is referenced to NAD 83.
 KV6528
 KV6528.The geoid height was determined by GEOID03.
 KV6528
 KV6528;                    North         East     Units Scale Factor Converg.
 KV6528;SPC NJ       -   210,412.029   159,064.093   MT  0.99990101   +0 04 12.0
 KV6528;SPC NJ       -   690,326.80    521,862.78   sFT  0.99990101   +0 04 12.0
 KV6528;UTM  18      - 4,508,802.374   551,284.324   MT  0.99963237   +0 23 46.5
 KV6528
 KV6528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6528!SPC NJ       -   0.99998371  x   0.99990101  =   0.99988472
 KV6528!UTM  18      -   0.99998371  x   0.99963237  =   0.99961608
 KV6528
 KV6528:                Primary Azimuth Mark                     Grid Az
 KV6528:SPC NJ       -  SOUTH MTN                                070 10 09.3
 KV6528:UTM  18      -  SOUTH MTN                                069 50 34.8
 KV6528
 KV6528|---------------------------------------------------------------------|
 KV6528| PID    Reference Object                     Distance      Geod. Az  |
 KV6528|                                                           dddmmss.s |
 KV6528| KV4904 SOUTH MTN                           APPROX.10.3 KM 0701421.3 |
 KV6528| KV4815 SUMMIT CONSOL WATER CO TANK         APPROX. 3.8 KM 1514048.2 |
 KV6528| CB5350 MON 5333                                           2282330.8 |
 KV6528| CB5352 MON 5332 RM 2                        18.337 METERS 26945     |
 KV6528| CB5351 MON 5332 RM 1                        13.862 METERS 34223     |
 KV6528|---------------------------------------------------------------------|
 KV6528
 KV6528                          SUPERSEDED SURVEY CONTROL
 KV6528
 KV6528  ELLIP H (05/14/99)  103.87   (m)                       GP(       ) 4 1
 KV6528  NAD 83(1996)-  40 43 42.80467(N)    074 23 33.70545(W) AD(       ) 1
 KV6528  NAD 83(1986)-  40 43 42.80492(N)    074 23 33.70621(W) AD(       ) 1
 KV6528  NAD 83(1986)-  40 43 42.80492(N)    074 23 33.70621(W) AD(       ) 2
 KV6528  NAD 83(1986)-  40 43 42.80406(N)    074 23 33.70258(W) AD(       ) 3
 KV6528  NGVD 29 (10/04/91)  136.9    (m)          449.     (f) GPS OBS        
 KV6528
 KV6528.Superseded values are not recommended for survey control.
 KV6528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6528.See file dsdata.txt to determine how the superseded data were derived.
 KV6528
 KV6528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5128408802(NAD 83)
 KV6528_MARKER: DD = SURVEY DISK
 KV6528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6528_STAMPING: 5332 1935 1986
 KV6528_MARK LOGO: NJGS  
 KV6528_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6528+STABILITY: SURFACE MOTION
 KV6528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6528+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1993
 KV6528
 KV6528  HISTORY     - Date     Condition        Report By
 KV6528  HISTORY     - 1986     MONUMENTED       NJGS
 KV6528  HISTORY     - 19900202 GOOD             NJGS
 KV6528  HISTORY     - 19930125 GOOD             NJGS
 KV6528
 KV6528                          STATION DESCRIPTION
 KV6528
 KV6528'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1986
 KV6528'THE STATION WAS RECOVERED AT THIS DATE.
 KV6528'UNDERGROUND MARK AND REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 KV6528'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND PRESUMED
 KV6528'DESTROYED.  A NEW SURFACE MARK WAS SET AND THE STATION ENCLOSED BY A
 KV6528'STANDARD CAST IRON BOX.  REFERENCE MARK 2 IS A STANDARD CGS AZIMUTH
 KV6528'MARK DISK.
 KV6528'
 KV6528'THE STATION IS LOCATED ABOUT 7.3 KM (4.6 MI)
 KV6528'WEST OF MILBURN,
 KV6528'3.4 KM (2.1 MI) NORTHWEST OF SUMMIT AND ON THE SOUTH SIDE OF CHATHAM.
 KV6528'OWNERSHIP--ROAD RIGHT OF WAY
 KV6528'
 KV6528'TO REACH THE STATION FROM THE TEE INTERSECTION OF STATE ROUTE 24
 KV6528'AND FAIRMOUNT AVENUE IN CHATHAM GO SOUTHWEST UPHILL
 KV6528'ON FAIRMOUNT AVENUE FOR 1.6 KM (1.0 MI) TO THE
 KV6528'STATION ON THE LEFT AND REFERENCE MARKS ON THE RIGHT.
 KV6528'
 KV6528'THE STATION IS A STANDARD CGS DISK
 KV6528'STAMPED---5332 1935-1986---,
 KV6528'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV6528'15 CM ON SIDE RECESSED 15 CM BELOW GROUND.  LOCATED
 KV6528'12.7 METERS (41.8 FT) WEST FROM THE POWER POLE 40158 CN,
 KV6528'3.7 METERS (13 FT) SOUTHEAST FROM THE CENTER OF FAIRMOUNT AVENUE AND
 KV6528'1.1 METERS (3.7 FT) NORTHWEST FROM A STEEL GUARD RAIL.
 KV6528'THE UNDERGROUND MARK IS A STANDARD NJGS DISK
 KV6528'STAMPED---5332---,
 KV6528'IMBEDDED IN THE GROUND 1.0 METERS BELOW THE SURFACE.
 KV6528'
 KV6528'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK
 KV6528'STAMPED---5332 NO 2 1935---,
 KV6528'SET INTO DRILL HOLE  IN SIDEWALK IN FRONT OF HOUSE NO 228
 KV6528'13.4 METERS (44 FT) SOUTHWEST FROM THE DRIVEWAY TO THE HOUSE,
 KV6528'8.4 METERS (27.6 FT) NORTHWEST FROM THE CENTER OF THE ROAD.
 KV6528'
 KV6528'DESCRIBED BY J R OLSEN
 KV6528
 KV6528                          STATION RECOVERY (1990)
 KV6528
 KV6528'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6528'THE STATION IS LOCATED IN CHATHAM BOROUGH, BETWEEN FAIRVIEW AVENUE AND
 KV6528'GREENWOOD AVENUE, IN THE NORTHBOUND LANE OF FAIRMOUNT AVENUE.  TO
 KV6528'REACH THE STATION FROM THE TEE JUNCTION OF MAIN STREET, STATE ROUTE
 KV6528'24, AND FAIRMOUNT AVENUE, IN CHATHAM BOROUGH, GO 1.6 KM (0.99 MI)
 KV6528'SOUTH ON FAIRMOUNT AVENUE TO THE STATION ON THE LEFT.  TO REACH THE
 KV6528'STATION FROM THE CHATHAM CHURCH OF CHRIST, AT THE JUNCTION OF
 KV6528'FAIRMOUNT AVENUE AND SOUTHERN BOULEVARD, IN CHATHAM TOWNSHIP, GO 1.2
 KV6528'KM (0.75 MI) NORTHEAST ON FAIRMOUNT AVENUE TO THE STATION ON THE
 KV6528'RIGHT.  IT IS 3.7 M (12.14 FT) SOUTHEAST FROM THE FAIRMOUNT AVENUE
 KV6528'CENTERLINE, 12.7 M (41.67 FT) WEST FROM POLE 40158 CM AND 1.1 M
 KV6528'(3.61 FT) NORTHWEST FROM A STEEL GUIDE RAIL.  THE STATION IS 0.2 M
 KV6528'(0.66 FT) BELOW THE LEVEL OF THE ROAD, IN A CAST IRON UTILITY BOX,
 KV6528'HAVING A VERY THICK AND HEAVY CAST IRON LID, FLUSH WITH THE PAVEMENT.
 KV6528'A RUBBING OF THE DISK WAS MADE ON 23 FEBRUARY 1990, SHOWING THE DISK
 KV6528'WAS STAMPED INCORRECTLY AS 5223 1935 1986.  IT SHOULD HAVE BEEN
 KV6528'STAMPED AS 5332 1935 1986.
 KV6528
 KV6528                          STATION RECOVERY (1993)
 KV6528
 KV6528'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3007 ***********************************************************************
 JU3007  DESIGNATION -  MON 925
 JU3007  PID         -  JU3007
 JU3007  STATE/COUNTY-  NJ/GLOUCESTER
 JU3007  USGS QUAD   -  WILLIAMSTOWN (1981)
 JU3007
 JU3007                         *CURRENT SURVEY CONTROL
 JU3007  ___________________________________________________________________
 JU3007* NAD 83(1996)-  39 41 34.02382(N)    074 59 46.67172(W)     ADJUSTED  
 JU3007* NAVD 88     -        48.78   (+/-2cm)     160.0    (feet)  VERTCON   
 JU3007  ___________________________________________________________________
 JU3007  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 JU3007  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JU3007
 JU3007  HORZ ORDER  -  SECOND
 JU3007  VERT ORDER  -  THIRD ? (See Below)
 JU3007
 JU3007.The horizontal coordinates were established by classical geodetic methods
 JU3007.and adjusted by the National Geodetic Survey in September 1999..
 JU3007
 JU3007.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3007.The vertical order pertains to the NGVD 29 superseded value.
 JU3007
 JU3007.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3007
 JU3007.The geoid height was determined by GEOID03.
 JU3007
 JU3007;                    North         East     Units Scale Factor Converg.
 JU3007;SPC NJ       -    95,524.896   107,434.068   MT  0.99992230   -0 19 01.1
 JU3007;SPC NJ       -   313,401.26    352,473.27   sFT  0.99992230   -0 19 01.1
 JU3007;UTM  18      - 4,393,660.204   500,317.439   MT  0.99960000   +0 00 08.5
 JU3007
 JU3007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3007!SPC NJ       -   0.99999757  x   0.99992230  =   0.99991987
 JU3007!UTM  18      -   0.99999757  x   0.99960000  =   0.99959757
 JU3007
 JU3007|---------------------------------------------------------------------|
 JU3007| PID    Reference Object                     Distance      Geod. Az  |
 JU3007|                                                           dddmmss.s |
 JU3007| CB2298 MON 925 RM 1                         28.445 METERS 00323     |
 JU3007| CB2299 MON 925 RM 2                         34.718 METERS 10934     |
 JU3007| CB2297 MON 924                                            1422326.6 |
 JU3007|---------------------------------------------------------------------|
 JU3007
 JU3007                          SUPERSEDED SURVEY CONTROL
 JU3007
 JU3007  NAD 83(1991)-  39 41 34.00763(N)    074 59 46.66286(W) AD(       ) 2
 JU3007  NAD 83(1986)-  39 41 34.00647(N)    074 59 46.66778(W) AD(       ) 2
 JU3007  NAD 27      -  39 41 33.58000(N)    074 59 48.04400(W) AD(       ) 2
 JU3007  NGVD 29 (07/19/86)   49.14   (m)          161.2    (f) LEVELING    3  
 JU3007
 JU3007.Superseded values are not recommended for survey control.
 JU3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3007.See file dsdata.txt to determine how the superseded data were derived.
 JU3007
 JU3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0031793660(NAD 83)
 JU3007_MARKER: DS = TRIANGULATION STATION DISK
 JU3007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3007
 JU3007  HISTORY     - Date     Condition        Report By
 JU3007  HISTORY     - 1935     MONUMENTED       CGS
 JU3007  HISTORY     - 1937     GOOD             NJGS
 JU3007  HISTORY     - 19981114 GOOD             USPSQD
 JU3007
 JU3007                          STATION DESCRIPTION
 JU3007
 JU3007'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU3007'THE STATION IS A UNITED STATES COAST AND GEODETIC SURVEY AND
 JU3007'STATE SURVEY DISK, SET IN A 4-INCH SQUARE BLOCK OF CONCRETE,
 JU3007'ABOUT 0.5 MILE EAST OF WILLIAMSTOWN, IN A GRASS ISLAND IN THE
 JU3007'CENTER OF THE BLACKHORSE PIKE.  THE MONUMENT IS 25.1 FEET WEST OF
 JU3007'THE CENTERLINE JOINT OF THE NORTH-BOUND TRAFFIC LANE, 54.0 FEET
 JU3007'WEST OF NAIL IN SOUTH SIDE OF POLE A.C.E. 11133.  IT IS SET
 JU3007'FLUSH WITH THE GROUND AT THE CENTER OF CURVATURE OF THE CURVED
 JU3007'CURBING AT THE SOUTH END OF THE GRASS ISLAND, ON TOP OF THE
 JU3007'FIRST RISE, (ABOUT 1500 FEET) NORTH OF THE NEW
 JU3007'FREEDOM-WILLIAMSTOWN ROAD.  THE DISK IS STAMPED NO 925.  NOTE 1A.
 JU3007'THERE IS NO UNDERGROUND MARK.
 JU3007'
 JU3007'TO REACH FROM WILLIAMSTOWN, GO EAST ON THE NEW FREEDOM-WILLIAMSTOWN
 JU3007'ROAD TO THE INTERSECTION WITH THE BLACKHORSE PIKE (STATE HIGHWAY
 JU3007'42).  TURN NORTH AND GO ABOUT 1500 FEET TO THE STATION ON A GRASS
 JU3007'ISLAND IN THE MIDDLE OF THE HIGHWAY.
 JU3007'
 JU3007'REFERENCE MARK NO. 1 IS 9O.33 FEET (28.445 METERS) NORTH-NORTHWEST
 JU3007'OF THE STATION, 12 PACES NORTH OF THE CENTERLINE JOINT OF THE
 JU3007'NORTH-BOUND TRAFFIC LANE, 17 PACES NORTH-NORTHWEST OF A.C.E. POLE
 JU3007'NO. 11133 AND 5 PACES NORTHWEST OF A CONCRETE HIGHWAY MONUMENT.
 JU3007'THE MARK IS A STANDARD REFERENCE MARK SET IN A 12-INCH BLOCK OF
 JU3007'CONCRETE, AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 JU3007'GROUND.  NOTE 11A.
 JU3007'
 JU3007'REFERENCE MARK NO. 2 IS 113.90 FEET (34.718 METERS) EAST OF
 JU3007'THE STATION, 12 PACES NORTH OF THE CENTERLINE OF THE NORTH-BOUND
 JU3007'TRAFFIC LANE.  THE MARK IS A STANDARD REFERENCE MARK SET IN A
 JU3007'12-INCH BLOCK OF CONCRETE, AND PROJECTS 3 INCHES ABOVE THE
 JU3007'GROUND.  NOTE 11A.
 JU3007'
 JU3007'AZIMUTH MARK IS ABOUT 1500 FEET SOUTH-SOUTHEAST OF THE STATION,
 JU3007'28.0 FEET NORTH OF THE CENTERLINE INTERSECTION OF STATE HIGHWAY
 JU3007'42 AND THE NEW FREEDOM-WILLIAMSTOWN ROAD, 9.1 FEET WEST OF KEEP
 JU3007'TO RIGHT-CAUTION SIGN, IN A GRASS ISLAND IN THE MIDDLE OF THE
 JU3007'HIGHWAY, ABOUT 5.5 FEET FROM ITS END, AND IS FLUSH WITH THE
 JU3007'GROUND.  THE MARK IS A STANDARD UNITED STATES COAST AND GEODETIC
 JU3007'SURVEY AND STATE SURVEY MARK SET IN A 4-INCH SQUARE BLOCK OF
 JU3007'CONCRETE.  NOTE 11A.
 JU3007'
 JU3007'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED FROM THIS STATION.
 JU3007'
 JU3007'NO PROMINENT OBJECTS WERE VISIBLE FROM THE GROUND AT THIS STATION.
 JU3007
 JU3007                          STATION RECOVERY (1937)
 JU3007
 JU3007'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1937
 JU3007'RECOVERED IN GOOD CONDITION AS DESCRIBED, 0.5 MILE EAST OF
 JU3007'WILLIAMSTOWN.
 JU3007
 JU3007                          STATION RECOVERY (1998)
 JU3007
 JU3007'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5214 ***********************************************************************
 AI5214  DESIGNATION -  MONMOUTH BCH NJMP WIND VANE
 AI5214  PID         -  AI5214
 AI5214  STATE/COUNTY-  NJ/MONMOUTH
 AI5214  USGS QUAD   -  LONG BRANCH (1981)
 AI5214
 AI5214                         *CURRENT SURVEY CONTROL
 AI5214  ___________________________________________________________________
 AI5214* NAD 83(1996)-  40 20 31.75013(N)    073 58 27.05575(W)     ADJUSTED  
 AI5214* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 AI5214  ___________________________________________________________________
 AI5214  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 AI5214  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 AI5214
 AI5214  HORZ ORDER  -  THIRD
 AI5214
 AI5214.The horizontal coordinates were established by classical geodetic methods
 AI5214.and adjusted by the National Geodetic Survey in May 2000..
 AI5214
 AI5214.The orthometric height was scaled from a topographic map.
 AI5214
 AI5214.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5214
 AI5214.The geoid height was determined by GEOID03.
 AI5214
 AI5214;                    North         East     Units Scale Factor Converg.
 AI5214;SPC NJ       -   167,635.246   194,672.338   MT  0.99992456   +0 20 25.4
 AI5214;SPC NJ       -   549,983.30    638,687.50   sFT  0.99992456   +0 20 25.4
 AI5214;UTM  18      - 4,466,238.887   587,125.663   MT  0.99969344   +0 39 50.8
 AI5214
 AI5214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5214!SPC NJ       -   1.00000313  x   0.99992456  =   0.99992769
 AI5214!UTM  18      -   1.00000313  x   0.99969344  =   0.99969657
 AI5214
 AI5214                          SUPERSEDED SURVEY CONTROL
 AI5214
 AI5214.No superseded survey control is available for this station.
 AI5214
 AI5214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8712666239(NAD 83)
 AI5214_MARKER: 83 = FLAGSTAFF
 AI5214
 AI5214  HISTORY     - Date     Condition        Report By
 AI5214  HISTORY     - 1988     FIRST OBSERVED   NOSAMC
 AI5214  HISTORY     - 20010824 MARK NOT FOUND   USPSQD
 AI5214
 AI5214                          STATION DESCRIPTION
 AI5214
 AI5214'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5214'THE STATION IS LOCATED IN MONMOUTH BEACH, N.J. AT THE FORMER U.S.
 AI5214'COAST GUARD STATION (NOW THE MARINE BUREAU OF THE NEW JERSEY STATE
 AI5214'POLICE.) THE STATION IS THE MAST SUPPORTING A WIND VANE ATOP A 4
 AI5214'LEGGED STEEL TOWER WHICH NARROWS TO A POINT FROM WHICH THE MAST
 AI5214'EXTENDS.
 AI5214
 AI5214                          STATION RECOVERY (2001)
 AI5214
 AI5214'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAL)
 AI5214'MARK NOT FOUND. SITE NOW LEASED BY MONMOUTH BEACH CULTURAL
 AI5214'CENTER.STEEL TOWER NO LONGER EXISTS.  FOUND DISC MARKED USC AND GS
 AI5214'1934 NO. 1 AT BASE OF NEW FLAG POLE 30 FEET WEST OF HWY 36 SIDEWALK
 AI5214'AND 20 FEET SE OF NEW BLDG DECK. STATION NOT FOUND IN NEW PARKING LOT.
 AI5214' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2766 ***********************************************************************
 KU2766  DESIGNATION -  MONMOUTH BEACH CG CUPOLA
 KU2766  PID         -  KU2766
 KU2766  STATE/COUNTY-  NJ/MONMOUTH
 KU2766  USGS QUAD   -  LONG BRANCH (1981)
 KU2766
 KU2766                         *CURRENT SURVEY CONTROL
 KU2766  ___________________________________________________________________
 KU2766* NAD 83(1996)-  40 20 32.29175(N)    073 58 27.33010(W)     ADJUSTED  
 KU2766* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KU2766  ___________________________________________________________________
 KU2766  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 KU2766  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KU2766
 KU2766  HORZ ORDER  -  SECOND
 KU2766
 KU2766.The horizontal coordinates were established by classical geodetic methods
 KU2766.and adjusted by the National Geodetic Survey in September 1999..
 KU2766
 KU2766.The orthometric height was scaled from a topographic map.
 KU2766
 KU2766.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2766
 KU2766.The geoid height was determined by GEOID03.
 KU2766
 KU2766;                    North         East     Units Scale Factor Converg.
 KU2766;SPC NJ       -   167,651.912   194,665.764   MT  0.99992455   +0 20 25.2
 KU2766;SPC NJ       -   550,037.98    638,665.93   sFT  0.99992455   +0 20 25.2
 KU2766;UTM  18      - 4,466,255.511   587,118.996   MT  0.99969343   +0 39 50.6
 KU2766
 KU2766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2766!SPC NJ       -   1.00000517  x   0.99992455  =   0.99992972
 KU2766!UTM  18      -   1.00000517  x   0.99969343  =   0.99969860
 KU2766
 KU2766:                Primary Azimuth Mark                     Grid Az
 KU2766:SPC NJ       -  RED BANK AERO BEACON                     261 09 21.5
 KU2766:UTM  18      -  RED BANK AERO BEACON                     260 49 56.1
 KU2766
 KU2766|---------------------------------------------------------------------|
 KU2766| PID    Reference Object                     Distance      Geod. Az  |
 KU2766|                                                           dddmmss.s |
 KU2766| KV5052 RED BANK AERO BEACON                APPROX. 8.6 KM 2612946.7 |
 KU2766|---------------------------------------------------------------------|
 KU2766
 KU2766                          SUPERSEDED SURVEY CONTROL
 KU2766
 KU2766  NAD 83(1986)-  40 20 32.29064(N)    073 58 27.32270(W) AD(       ) 2
 KU2766  NAD 27      -  40 20 31.90100(N)    073 58 28.83600(W) AD(       ) 2
 KU2766
 KU2766.Superseded values are not recommended for survey control.
 KU2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2766.See file dsdata.txt to determine how the superseded data were derived.
 KU2766
 KU2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8711966256(NAD 83)
 KU2766_MARKER: 86 = CUPOLA
 KU2766_MARK LOGO: CGS   
 KU2766_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU2766+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1989
 KU2766
 KU2766  HISTORY     - Date     Condition        Report By
 KU2766  HISTORY     - 1918     FIRST OBSERVED   CGS
 KU2766  HISTORY     - 1918     GOOD             CGS
 KU2766  HISTORY     - 1931     GOOD             CGS
 KU2766  HISTORY     - 1934     GOOD             CGS
 KU2766  HISTORY     - 1962     GOOD             CGS
 KU2766  HISTORY     - 1981     GOOD             NOS
 KU2766  HISTORY     - 1982     GOOD             NOS
 KU2766  HISTORY     - 19890114 GOOD             NJGS
 KU2766  HISTORY     - 19990320 GOOD             USPSQD
 KU2766
 KU2766                          STATION DESCRIPTION
 KU2766
 KU2766'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (IW)
 KU2766'ESTABLISHED BY ISAAC WINSTON, 1918.  THIS STATION IS THE APEX
 KU2766'OF THE ROOF OF THE OBSERVATION TOWER AT MONMOUTH BEACH COAST
 KU2766'GUARD STATION.
 KU2766'
 KU2766'THE LOOKOUT ROOM CAN BE OCCUPIED AND THERE IS A PLATFORM
 KU2766'OUTSIDE THE TOWER ON THE OCEAN FRONT.
 KU2766
 KU2766                          STATION RECOVERY (1918)
 KU2766
 KU2766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1918
 KU2766'RECOVERED IN GOOD CONDITION.
 KU2766
 KU2766                          STATION RECOVERY (1931)
 KU2766
 KU2766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KU2766'RECOVERED IN GOOD CONDITION.
 KU2766'
 KU2766'THIS STATION IS LOCATED ON THE OUTER COAST JUST S OF SHREWSBURY
 KU2766'RIVER, ON THE MONMOUTH BEACH COAST GUARD STATION ATOP THE
 KU2766'OBSERVATION TOWER.
 KU2766'
 KU2766'CENTER IS THE ROOF-APEX OF THIS TOWER.  NO REFERENCE MARKS WERE
 KU2766'PLACED, NOR ANY REFERENCE MEASUREMENTS TAKEN.
 KU2766'
 KU2766'THERE IS SUFFICIENT ROOM FOR TRIPOD SET-UPS WITHIN THE LOOKOUT
 KU2766'TOWER.
 KU2766
 KU2766                          STATION RECOVERY (1934)
 KU2766
 KU2766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KU2766'RECOVERED ADEQUATE AND CORRECT.
 KU2766'
 KU2766'STATION RELOCATED AND RENAMED CUPOLA, COAST GUARD STATION
 KU2766'MONMOUTH BEACH.
 KU2766'
 KU2766'STATION IS THE APEX OF THE LOOKOUT CUPOLA ON THE MONMOUTH BEACH
 KU2766'COAST GUARD STATION ON W SIDE OF OCEAN AVENUE IN MONMOUTH BEACH.
 KU2766
 KU2766                          STATION RECOVERY (1962)
 KU2766
 KU2766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2766'RECOVERED IN GOOD CONDITION.
 KU2766
 KU2766                          STATION RECOVERY (1981)
 KU2766
 KU2766'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 KU2766'STATION RECOVERED IN APPARENT GOOD CONDITION, EXCEPT
 KU2766'THAT THE BUILDING IS NO LONGER OCCUPIED BY THE U.S.
 KU2766'COAST GUARD, IT IS NOW OCCUPIED BY THE NEW JERSEY
 KU2766'MARINE PATROL.
 KU2766
 KU2766                          STATION RECOVERY (1982)
 KU2766
 KU2766'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 KU2766'STATION RECOVERED IN APPARENT GOOD CONDITION.
 KU2766'
 KU2766'RECOVERED BY P. WALBOLT.
 KU2766
 KU2766                          STATION RECOVERY (1989)
 KU2766
 KU2766'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KU2766'RECOVERED IN GOOD CONDITION.
 KU2766
 KU2766                          STATION RECOVERY (1999)
 KU2766
 KU2766'RECOVERY NOTE BY US POWER SQUADRON 1999
 KU2766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6985 ***********************************************************************
 KV6985  DESIGNATION -  MONMOUTH HEALTH DEPT ANTENNA
 KV6985  PID         -  KV6985
 KV6985  STATE/COUNTY-  NJ/MONMOUTH
 KV6985  USGS QUAD   -  ADELPHIA (1981)
 KV6985
 KV6985                         *CURRENT SURVEY CONTROL
 KV6985  ___________________________________________________________________
 KV6985* NAD 83(1996)-  40 13 47.56199(N)    074 16 18.34774(W)     ADJUSTED  
 KV6985* NAVD 88     -        43.5    (meters)     143.     (feet)  GPS OBS   
 KV6985  ___________________________________________________________________
 KV6985  X           -   1,321,834.096 (meters)                     COMP
 KV6985  Y           -  -4,693,693.785 (meters)                     COMP
 KV6985  Z           -   4,097,513.025 (meters)                     COMP
 KV6985  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 KV6985  ELLIP HEIGHT-          11.09  (meters)          (10/23/02) GPS OBS
 KV6985  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV6985
 KV6985  HORZ ORDER  -  FIRST
 KV6985  ELLP ORDER  -  FOURTH    CLASS I
 KV6985
 KV6985.The horizontal coordinates were established by GPS observations
 KV6985.and adjusted by the National Geodetic Survey in May 1999..
 KV6985
 KV6985.The orthometric height was determined by GPS observations and a
 KV6985.high-resolution geoid model.
 KV6985
 KV6985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6985
 KV6985.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6985
 KV6985.The ellipsoidal height was determined by GPS observations
 KV6985.and is referenced to NAD 83.
 KV6985
 KV6985.The geoid height was determined by GEOID03.
 KV6985
 KV6985;                    North         East     Units Scale Factor Converg.
 KV6985;SPC NJ       -   155,061.804   169,422.568   MT  0.99990464   +0 08 50.7
 KV6985;SPC NJ       -   508,731.94    555,847.21   sFT  0.99990464   +0 08 50.7
 KV6985;UTM  18      - 4,453,526.265   561,953.398   MT  0.99964725   +0 28 13.3
 KV6985
 KV6985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6985!SPC NJ       -   0.99999826  x   0.99990464  =   0.99990290
 KV6985!UTM  18      -   0.99999826  x   0.99964725  =   0.99964551
 KV6985
 KV6985|---------------------------------------------------------------------|
 KV6985| PID    Reference Object                     Distance      Geod. Az  |
 KV6985|                                                           dddmmss.s |
 KV6985| KV6970 13 M 4                               52.029 METERS 18912     |
 KV6985|---------------------------------------------------------------------|
 KV6985
 KV6985                          SUPERSEDED SURVEY CONTROL
 KV6985
 KV6985  ELLIP H (05/14/99)   11.08   (m)                       GP(       ) 4 1
 KV6985  NAD 83(1986)-  40 13 47.56296(N)    074 16 18.34987(W) AD(       ) 1
 KV6985
 KV6985.Superseded values are not recommended for survey control.
 KV6985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6985.See file dsdata.txt to determine how the superseded data were derived.
 KV6985
 KV6985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6195353526(NAD 83)
 KV6985_MARK LOGO: TWT   
 KV6985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6985+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV6985
 KV6985  HISTORY     - Date     Condition        Report By
 KV6985  HISTORY     - 1993     FIRST OBSERVED   TWT
 KV6985
 KV6985                          STATION DESCRIPTION
 KV6985
 KV6985'DESCRIBED BY TWT CONS ENG 1993
 KV6985'THE STATION IS LOCATED IN FREEHOLD TOWNSHIP, ON THE GROUNDS OF THE
 KV6985'MONMOUTH COUNTY DEPARTMENT OF HEALTH AND SUPERINTENDENT OF SCHOOLS AT
 KV6985'THE NORTHEAST CORNER OF THE INTERSECTION OF U.S. HIGHWAY 9 AND
 KV6985'CAMPBELL COURT.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 KV6985'HIGHWAY 9 AND ELTON ADELPHIA ROAD, COUNTY ROAD 524, GO 0.6 MI
 KV6985'(1.0 KM) NORTH NORTHWEST ON U.S. HIGHWAY 9 TO THE JUNCTION WITH
 KV6985'CAMPBELL COURT ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 40.0 M
 KV6985'(131.2 FT) ON CAMPBELL COURT TO THE ENTRANCE DRIVEWAY FOR THE HEALTH
 KV6985'DEPARTMENT ON THE LEFT.  TURN LEFT INTO THE PARKING LOT, STAYING TO
 KV6985'THE LEFT AND BEAR AROUND TO THE NORTH SIDE OF THE HEALTH DEPARTMENT
 KV6985'AND THE STATION ON THE RIGHT, ABOUT 6 FT (1.8 M) ABOVE THE ROOF.  THE
 KV6985'STATION, A THREE QUARTER INCH DIAMETER GALVANIZED PIPE, SET ABOUT 6
 KV6985'FT (1.8 M) ABOVE THE LEVEL OF THE ROOF, IS 14 FT (4.3 M) EAST FROM
 KV6985'THE WEST SIDE OF THE HEALTH DEPARTMENT BUILDING AND 0.65 FT (0.20 M)
 KV6985'NORTH FROM THE NORTH SIDE OF THE HEALTH DEPARTMENT BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1608 ***********************************************************************
 KV1608  DESIGNATION -  MONTANA AZ MK
 KV1608  PID         -  KV1608
 KV1608  STATE/COUNTY-  NJ/WARREN
 KV1608  USGS QUAD   -  BELVIDERE (1992)
 KV1608
 KV1608                         *CURRENT SURVEY CONTROL
 KV1608  ___________________________________________________________________
 KV1608* NAD 83(1986)-  40 46 18.     (N)    075 04 18.     (W)     SCALED    
 KV1608* NAVD 88     -       374.797  (meters)    1229.65   (feet)  ADJUSTED  
 KV1608  ___________________________________________________________________
 KV1608  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KV1608  DYNAMIC HT  -         374.619 (meters)    1229.06  (feet)  COMP
 KV1608  MODELED GRAV-     980,136.7   (mgal)                       NAVD 88
 KV1608
 KV1608  VERT ORDER  -  SECOND    CLASS 0
 KV1608
 KV1608.The horizontal coordinates were scaled from a topographic map and have
 KV1608.an estimated accuracy of +/- 6 seconds.
 KV1608
 KV1608.The orthometric height was determined by differential leveling
 KV1608.and adjusted by the National Geodetic Survey in June 1991..
 KV1608
 KV1608.The geoid height was determined by GEOID03.
 KV1608
 KV1608.The dynamic height is computed by dividing the NAVD 88
 KV1608.geopotential number by the normal gravity value computed on the
 KV1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1608.degrees latitude (g = 980.6199 gals.).
 KV1608
 KV1608.The modeled gravity was interpolated from observed gravity values.
 KV1608
 KV1608;                    North         East    Units  Estimated Accuracy
 KV1608;SPC NJ       -   215,350.      101,740.      MT  (+/- 180 meters Scaled)
 KV1608
 KV1608                          SUPERSEDED SURVEY CONTROL
 KV1608
 KV1608  NGVD 29 (??/??/??)  375.014  (m)         1230.36   (f) ADJUSTED    2 0
 KV1608
 KV1608.Superseded values are not recommended for survey control.
 KV1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1608.See file dsdata.txt to determine how the superseded data were derived.
 KV1608
 KV1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL939134(NAD 83)
 KV1608_MARKER: DZ = AZIMUTH MARK DISK
 KV1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1608_STAMPING: MONTANA 1942
 KV1608_MARK LOGO: CGS   
 KV1608_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1608+STABILITY: SURFACE MOTION
 KV1608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1608+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 KV1608
 KV1608  HISTORY     - Date     Condition        Report By
 KV1608  HISTORY     - 1942     MONUMENTED       CGS
 KV1608  HISTORY     - 19950119 GOOD             NJGS
 KV1608  HISTORY     - 19950910 MARK NOT FOUND   USPSQD
 KV1608  HISTORY     - 20051226 GOOD             GEOCAC
 KV1608
 KV1608                          STATION DESCRIPTION
 KV1608
 KV1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1608'1.4 MI W FROM WASHINGTON.
 KV1608'1.4 MILES WEST ALONG STATE HIGHWAY 24 FROM THE UNDERPASS AT
 KV1608'WASHINGTON, WARREN COUNTY, THENCE ABOUT 4.9 MILES NORTHWEST
 KV1608'ALONG A MACADAM ROAD, ABOUT 0.4 MILE NORTHWEST OF THE JUNCTION
 KV1608'OF A ROAD LEADING WEST TO MONTANA, ABOUT 0.1 MILE
 KV1608'SOUTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING TO ROXBURG,
 KV1608'AT THE SUMMIT OF A LONG HILL FROM THE NORTHWEST, AT THE EDGE OF
 KV1608'A FIELD, 15 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 KV1608'AND ABOUT 3 FEET HIGHER THAN THE ROAD.  A STANDARD AZIMUTH-MARK
 KV1608'DISK, STAMPED MONTANA 1942 AND SET IN THE TOP OF A CONCRETE
 KV1608'POST.
 KV1608
 KV1608                          STATION RECOVERY (1995)
 KV1608
 KV1608'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1608'THE STATION IS LOCATED IN HARMONY TOWNSHIP.  TO REACH THE STATION FROM
 KV1608'THE INTERSECTION OF STATE ROUTES 31 AND 57 IN THE BOROUGH OF
 KV1608'WASHINGTON, GO WEST ON ROUTE 57 FOR 1.3 MI (2.1 KM) TO THE
 KV1608'INTERSECTION OF COUNTY ROAD 623, BRASS CASTLE ROAD ON THE RIGHT. TURN
 KV1608'RIGHT AND GO 1.4 MI (2.3 KM) TO THE TEE INTERSECTION OF COUNTY ROAD
 KV1608'647 ON THE LEFT.  TURN LEFT AND GO 3.5 MI (5.6 KM) TO THE STATION ON
 KV1608'THE RIGHT.  THE STATION IS 6.0 M (19.7 FT) NORTHEAST FROM THE
 KV1608'CENTERLINE OF ROUTE 647, 3.4 M (11.2 FT) NORTHWEST FROM A STEEP GRADE
 KV1608'SIGN, 9.2 M (30.2 FT) WEST FROM A POLE WITH NO NUMBER, 15.6 M (51.2
 KV1608'FT) NORTH AND ACROSS THE ROAD FROM POLE HY1224, 17.5 M (57.4 FT) WEST
 KV1608'SOUTHWEST FROM THE SOUTHWEST CORNER OF A ONE STORY WOOD RADIO SHACK.
 KV1608
 KV1608                          STATION RECOVERY (1995)
 KV1608
 KV1608'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1608'MARK NOT FOUND.
 KV1608
 KV1608                          STATION RECOVERY (2005)
 KV1608
 KV1608'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV1608'FOUND EASILY BY DESCRIPTION.  HAND HELD GPS COORDINATES  N 40 46.307 W
 KV1608'075 14.347.  THE 'STEEP GRADE' SIGN HAS WITNESS POSTS ON BOTH SIDES.
 KV1608'ON THE NORTH SIDE OF HARMONY-BRASS CASTLE ROAD.  WOOD RADIO SHACK NO
 KV1608'LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3559 ***********************************************************************
 KV3559  DESIGNATION -  MONTANA BCN NJGS AWY BCN 66
 KV3559  PID         -  KV3559
 KV3559  STATE/COUNTY-  NJ/WARREN
 KV3559  USGS QUAD   -  BELVIDERE (1992)
 KV3559
 KV3559                         *CURRENT SURVEY CONTROL
 KV3559  ___________________________________________________________________
 KV3559* NAD 83(1996)-  40 47 26.05800(N)    075 03 21.83901(W)     ADJUSTED  
 KV3559* NAVD 88     -                                                        
 KV3559  ___________________________________________________________________
 KV3559  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 KV3559  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KV3559
 KV3559  HORZ ORDER  -  THIRD
 KV3559
 KV3559.The horizontal coordinates were established by classical geodetic methods
 KV3559.and adjusted by the National Geodetic Survey in September 1999..
 KV3559
 KV3559
 KV3559.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3559
 KV3559.The geoid height was determined by GEOID03.
 KV3559
 KV3559;                    North         East     Units Scale Factor Converg.
 KV3559;SPC NJ       -   217,441.252   103,072.063   MT  0.99992710   -0 21 47.8
 KV3559;SPC NJ       -   713,388.51    338,162.26   sFT  0.99992710   -0 21 47.8
 KV3559;SPC PA S     -   165,274.758   827,330.027   MT  0.99997706   +1 44 52.1
 KV3559;SPC PA S     -   542,238.94  2,714,331.93   sFT  0.99997706   +1 44 52.1
 KV3559;UTM  18      - 4,515,510.466   495,269.837   MT  0.99960028   -0 02 11.9
 KV3559
 KV3559                          SUPERSEDED SURVEY CONTROL
 KV3559
 KV3559  NAD 83(1986)-  40 47 26.05657(N)    075 03 21.84080(W) AD(       ) 4
 KV3559  NAD 27      -  40 47 25.70100(N)    075 03 23.21300(W) AD(       ) 3
 KV3559
 KV3559.Superseded values are not recommended for survey control.
 KV3559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3559.See file dsdata.txt to determine how the superseded data were derived.
 KV3559
 KV3559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9527015510(NAD 83)
 KV3559_MARKER: 22 = AIRWAY BEACON
 KV3559
 KV3559  HISTORY     - Date     Condition        Report By
 KV3559  HISTORY     - 1942     FIRST OBSERVED   NJGS
 KV3559
 KV3559                          STATION DESCRIPTION
 KV3559
 KV3559'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1942 (GWL)
 KV3559'THIS INTERSECTION STATION IS AIRWAY BEACON NO. 66 ON THE AIR
 KV3559'ROUTE BETWEEN PITTSBURG, PENNSYLVANIA AND NEW YORK, NEW YORK.  THIS
 KV3559'ROUTE IS DESIGNATED ON THE AIRWAY CHART AS GREEN AIRWAY NO.3.  THE
 KV3559'BEACON IS ABOUT 3 MILES SSW OF THE TOWN OF OXFORD.  IT IS A
 KV3559'ROTATING BEACON OF THE STANDARD TYPE SUPPORTED BY A FOUR-LEGGED
 KV3559'STEEL STRUCTURE.  ONE SIDE OF THE BEACON SHOWS A CLEAR LIGHT AND
 KV3559'THE OTHER SHOWS RED.  THE CENTER OF THE CLEAR LIGHT WAS THE
 KV3559'POINT OBSERVED UPON.  THIS STATION WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3560 ***********************************************************************
 KV3560  DESIGNATION -  MONTANA RESET
 KV3560  PID         -  KV3560
 KV3560  STATE/COUNTY-  NJ/WARREN
 KV3560  USGS QUAD   -  BELVIDERE (1992)
 KV3560
 KV3560                         *CURRENT SURVEY CONTROL
 KV3560  ___________________________________________________________________
 KV3560* NAD 83(1996)-  40 45 52.84679(N)    075 03 35.50528(W)     ADJUSTED  
 KV3560* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV3560  ___________________________________________________________________
 KV3560  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 KV3560  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KV3560
 KV3560  HORZ ORDER  -  FIRST
 KV3560
 KV3560.The horizontal coordinates were established by classical geodetic methods
 KV3560.and adjusted by the National Geodetic Survey in September 1999..
 KV3560
 KV3560.The orthometric height was scaled from a topographic map.
 KV3560
 KV3560.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3560
 KV3560.The geoid height was determined by GEOID03.
 KV3560
 KV3560;                    North         East     Units Scale Factor Converg.
 KV3560;SPC NJ       -   214,568.260   102,733.342   MT  0.99992749   -0 21 56.1
 KV3560;SPC NJ       -   703,962.70    337,050.97   sFT  0.99992749   -0 21 56.1
 KV3560;SPC PA S     -   162,391.099   827,097.354   MT  0.99997448   +1 44 43.2
 KV3560;SPC PA S     -   532,778.13  2,713,568.57   sFT  0.99997448   +1 44 43.2
 KV3560;UTM  18      - 4,512,636.530   494,947.602   MT  0.99960031   -0 02 20.7
 KV3560
 KV3560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3560!SPC NJ       -   1.00000515  x   0.99992749  =   0.99993264
 KV3560!SPC PA S     -   1.00000515  x   0.99997448  =   0.99997963
 KV3560!UTM  18      -   1.00000515  x   0.99960031  =   0.99960546
 KV3560
 KV3560:                Primary Azimuth Mark                     Grid Az
 KV3560:SPC NJ       -  MONTANA BCN NJGS AWY BCN 66              006 43 26.9
 KV3560:SPC PA S     -  MONTANA BCN NJGS AWY BCN 66              004 36 47.6
 KV3560:UTM  18      -  MONTANA BCN NJGS AWY BCN 66              006 23 51.5
 KV3560
 KV3560|---------------------------------------------------------------------|
 KV3560| PID    Reference Object                     Distance      Geod. Az  |
 KV3560|                                                           dddmmss.s |
 KV3560| KV3559 MONTANA BCN NJGS AWY BCN 66         APPROX. 2.9 KM 0062130.8 |
 KV3560| CB4726 MONTANA RM 3                         17.374 METERS 02435     |
 KV3560| CB4724 MONTANA RM 1                         19.440 METERS 16416     |
 KV3560| CB4725 MONTANA RM 2                         20.249 METERS 26357     |
 KV3560| KV1608 MONTANA AZ MK                                      3063254.8 |
 KV3560|---------------------------------------------------------------------|
 KV3560
 KV3560                          SUPERSEDED SURVEY CONTROL
 KV3560
 KV3560  NAD 83(1986)-  40 45 52.84547(N)    075 03 35.50745(W) AD(       ) 1
 KV3560  NAD 27      -  40 45 52.49000(N)    075 03 36.88100(W) AD(       ) 1
 KV3560
 KV3560.Superseded values are not recommended for survey control.
 KV3560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3560.See file dsdata.txt to determine how the superseded data were derived.
 KV3560
 KV3560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9494812637(NAD 83)
 KV3560_MARKER: V = STONE MONUMENT
 KV3560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3560
 KV3560  HISTORY     - Date     Condition        Report By
 KV3560  HISTORY     - 1877     MONUMENTED       CGS
 KV3560  HISTORY     - 1935     GOOD             NJGS
 KV3560  HISTORY     - 1942     SEE DESCRIPTION  CGS
 KV3560  HISTORY     - 1972     GOOD             NGS
 KV3560
 KV3560                          STATION DESCRIPTION
 KV3560
 KV3560'DESCRIBED BY COAST AND GEODETIC SURVEY 1877 (EAB)
 KV3560'STATION IS ON A HIGH PART OF SCOTTS MOUNTAIN ABOUT 5 MILES S OF
 KV3560'BELVIDERE, 1-1/2 MILES SW BY S OF SUMMERFIELD, 1/8 MILE SW OF A
 KV3560'ROAD FROM BELVIDERE TO WASHINGTON, AND 1/2 MILE SE BY E OF THE
 KV3560'VILLAGE OF MONTANA.  THE STATION IS ON LAND OWNED BY WILLIAM
 KV3560'PIERSON, AND IS MARKED BY A 2-FOOT BY 6-INCH STONE POST SET AS TO
 KV3560'PROJECT 6 INCHES AND WITH CROSS LINES ON ITS TOP SURFACE.
 KV3560'DIRECTLY UNDER THIS POST ANOTHER STONE, ONE CUBIC FOOT IN
 KV3560'DIMENSION, IS PLACED.  THIS STONE HAS DIAGONAL LINES ON ITS
 KV3560'TOP SURFACE, AND SERVES AS A SUBSURFACE MARK IN CASE OF THE
 KV3560'REMOVAL OR DISTURBANCE OF THE SURFACE MARK.  TWO BLAZED CHESTNUT
 KV3560'TREES, RESPECTIVELY 22 FEET 7 INCHES TO THE SSE AND 50 FEET, 7
 KV3560'INCHES TO THE ENE, AND A STUMP WITH NAILS DRIVEN IN ONE SIDE
 KV3560'IN FORM OF A DIAMOND, 32 FEET, 9 INCHES TO THE SWS, SERVE AS
 KV3560'REFERENCE MARKS.
 KV3560
 KV3560                          STATION RECOVERY (1935)
 KV3560
 KV3560'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1935
 KV3560'STATION RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.  THE
 KV3560'OLD REFERENCE MARKS ARE GONE.  FROM THE STATION ADDITIONAL
 KV3560'REFERENCE MARKS WERE ESTABLISHED AS FOLLOWS--
 KV3560'
 KV3560'REFERENCE MARK NO. 1--(20-PENNY NAIL IN AN 8-INCH MAPLE TREE
 KV3560'IN A STONE ROW) N 30 DEG E 29.8 FEET.
 KV3560'
 KV3560'REFERENCE MARK NO. 2--(20-PENNY NAIL IN TOP OF ONE OF THE STUMPS
 KV3560'OF A TRIPLE HICKORY TREE 6 TO 8 INCHES IN DIAMETER) S 74 DEG
 KV3560'E 50.2 FEET.
 KV3560'
 KV3560'REFERENCE MARK NO. 3--(A CROSS CUT IN THE TOP OF A 400-POUND
 KV3560'BOULDER AT THE S SIDE OF A GATE OPENING IN STONE FENCE) S
 KV3560'44 DEG E 85.8 FEET.
 KV3560
 KV3560                          STATION RECOVERY (1942)
 KV3560
 KV3560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3560'THE SURFACE MARK WAS FOUND LYING ON THE GROUND BUT THE
 KV3560'SUBSURFACE MARK WAS FOUND IN GOOD CONDITION.  A NEW SURFACE
 KV3560'MARK WAS SET DIRECTLY OVER THE SUBSURFACE MARK.  THE OLD REFERENCE
 KV3560'OBJECTS ARE OF NO VALUE.  TWO REFERENCE MARKS AND AZIMUTH MARK
 KV3560'WERE ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 KV3560'
 KV3560'THE STATION IS ABOUT 0.5 MILE SE OF THE VILLAGE OF MONTANA, ON
 KV3560'A HIGH PART OF SCOTTS MOUNTAIN.  IT IS ON THE HIGHEST POINT
 KV3560'IN THE IMMEDIATE VICINITY, ON LAND OWNED BY FRANK G. EVERLY, AND
 KV3560'30 FEET W OF AN 8-INCH OAK TREE IN AN OLD ROCK FENCE.  IT IS
 KV3560'STAMPED MONTANA 1877 1942 AND PROJECTS ABOUT 1 FOOT.
 KV3560'
 KV3560'SURFACE STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KV3560'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 KV3560'UNDERGROUND STATION MARK IS A STONE WITH A CROSS ON ITS
 KV3560'UPPER SURFACE.
 KV3560'
 KV3560'REFERENCE MARK NO. 1 IS SSE OF THE STATION, 7 FEET NE OF A SMALL
 KV3560'CEDAR TREE, AND 10 FEET E OF A DWARF APPLE TREE.  IT IS STAMPED
 KV3560'MONTANA NO. 1 1942 AND PROJECTS ABOUT 10 INCHES.
 KV3560'
 KV3560'REFERENCE MARK NO. 2 IS W OF THE STATION, ON THE W SLOPE OF THE
 KV3560'RIDGE, IN A CLEARING.  IT IS STAMPED MONTANA NO. 2 1942 AND
 KV3560'PROJECTS ABOUT 1 FOOT.
 KV3560'
 KV3560'THE AZIMUTH MARK IS ABOUT 0.8 MILE NW OF THE STATION, AT THE
 KV3560'W EDGE OF A CULTIVATED FIELD, 20 FEET E OF THE CENTER OF THE
 KV3560'ROAD, AND BY A SIGNPOST HILL SHIFT GEARS.  IT IS STAMPED
 KV3560'MONTANA 1942 AND PROJECTS ABOUT 8 INCHES.  TO REACH FROM THE
 KV3560'STATION RETURN TO THE MACADAM ROAD, TURN LEFT AND GO NW FOR 0.75
 KV3560'MILE TO THE MARK ON THE RIGHT.
 KV3560'
 KV3560'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN WASHINGTON GO
 KV3560'W ON STATE HIGHWAY 24 FOR 1.25 MILES TO A MACADAM ROAD RIGHT,
 KV3560'TURN RIGHT AND GO 1.4 MILES TO A FORKS, TURN LEFT AS PER SIGN
 KV3560'MONTANA 3 AND GO 2.6 MILES TO A DIM ROAD LEFT AT A CULVERT WITH
 KV3560'BLACK AND WHITE POSTS ON EACH SIDE (AZIMUTH MARK IS 0.75 MILE
 KV3560'STRAIGHT AHEAD ON THE RIGHT), TURN LEFT ONTO THE DIRT ROAD AND
 KV3560'GO 0.15 MILE TO AN OLD STONE FENCE, HERE BEAR LEFT AND GO ABOUT
 KV3560'0.05 MILE TO THE HIGHEST POINT AND THE STATION.
 KV3560'
 KV3560'A 64-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION EASTON 1929.
 KV3560'
 KV3560'A 64-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT STATION DEPEW.
 KV3560'
 KV3560'A 64-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT STATION DANVILLE
 KV3560'2 (N.J.G.S. 1938).
 KV3560
 KV3560                          STATION RECOVERY (1972)
 KV3560
 KV3560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KV3560'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION, BUT
 KV3560'RM NO 1 WAS IN THE WAY OF CONSTRUCTION OF A STABLE, SO A NEW
 KV3560'REFERENCE MARK, NO 3, WAS ESTABLISHED AND RM NO 1 WAS
 KV3560'REMOVED.  DISTANCE TO RM NO 2 CHECKED 1942 DISTANCE CLOSELY, BUT
 KV3560'DISTANCE TO RM NO 1 WAS FOUND TO BE 0.011 METER SORTER THAN 1942
 KV3560'DISTANCE.  ANGLE BETWEEN RM NO 1 AND RM NO 2 CHECKED 1942 ANGLE
 KV3560'CLOSELY.  AZIMUTH MARK IS BLOCKED BY DENSE TREES AT STATION,
 KV3560'WHICH ALSO BLOCK VIEW IN ALL DIRECTIONS.  A COMPLETE
 KV3560'DESCRIPTION FOLLOWS--
 KV3560'
 KV3560'STATION IS LOCATED ON A HIGH, TIMBERED HILL KNOWN AS SCOTTS MTN.,
 KV3560'JUST WEST OF THE LAWN OF A LARGE BRICK HOUSE, IN A TREE-COVERED
 KV3560'PLOT.
 KV3560'
 KV3560'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 31 AND
 KV3560'57 IN WASHINGTON, GO WEST ON STATE HIGHWAY 57 FOR 1.3
 KV3560'MILES.  TAKE T-ROAD RIGHT AT SIGN BRASS CASTLE RD, AND GO 1.4
 KV3560'MILES.  TAKE LEFT FORK AT SIGN MONTANA HARMONY AND GO UPHILL 2.1
 KV3560'MILES TO FORK.  TAKE RIGHT FORK AND GO 0.55 MILE TO MR. JOHN
 KV3560'LA BARRES MAILBOX ON LEFT.  GO LEFT UP GRAVELED DRIVE FOR 0.15
 KV3560'MILE TO HOUSE, AND STATION IN TREES TO WEST.
 KV3560'
 KV3560'STATION MARK IS A STANDARD DISK STAMPED MONTANA 1877 1942,
 KV3560'SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING
 KV3560'8 INCHES FROM GROUND.  IT IS 108.4 FEET WEST OF NORTHWEST CORNER
 KV3560'OF HOUSE, 53 FEET WEST OF TOP OF HIGH STONE FENCE AT EDGE OF
 KV3560'LAWN, 33 FEET SOUTHWEST OF A LOW, OVERGROWN, STONE FENCE, 17 FEET
 KV3560'SOUTH OF RANGE OF NORTH SIDE OF THE HOUSE, 3 FEET SOUTH OF A
 KV3560'METAL WITNESS POST AND ABOUT 44 FEET NORTH OF A STABLE
 KV3560'(TO BE BUILT).
 KV3560'
 KV3560'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MONTANA
 KV3560'NO 2 1942, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT
 KV3560'PROJECTING 8 INCHES FROM GROUND, IN HEAVY BRUSH, 2-1/2 FEET LOWER
 KV3560'THAN STATION MARK.
 KV3560'
 KV3560'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED
 KV3560'MONTANA 1877 NO 3 1972, CEMENTED IN A DRILL HOLE IN A 3-FOOT,
 KV3560'FLAT, BEDROCK OUTCROP PROJECTING 1 FOOT FROM GROUND.  84.3 FEET
 KV3560'WEST-NORTHWEST OF NORTHWEST CORNER OF THE HOUSE, 12-1/2 FEET
 KV3560'WEST OF TOP OF THE STONE WALL, AND ABOUT 2-1/2 FEET LOWER THAN
 KV3560'STATION MARK.
 KV3560'
 KV3560'AZIMUTH MARK IS A STANDARD DISK STAMPED MONTANA 1942, SET IN
 KV3560'THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING
 KV3560'8 INCHES FROM GROUND.  AT TOP OF HILL, 20.7 FEET NORTH OF CENTER
 KV3560'LINE OF ROAD AND 50.8 FEET NORTHWEST OF A POWER POLE.  TO REACH
 KV3560'FROM MR. LABARRES MAILBOX, GO WEST ON MACADAM ROAD FOR 0.75 MILE
 KV3560'TO TOP OF HILL AND MARK ON RIGHT.
 KV3560'
 KV3560'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV3560'4 MILES WEST OF WASHINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2907 ***********************************************************************
 LY2907  DESIGNATION -  MONTVALE 1
 LY2907  PID         -  LY2907
 LY2907  STATE/COUNTY-  NJ/BERGEN
 LY2907  USGS QUAD   -  PARK RIDGE (1995)
 LY2907
 LY2907                         *CURRENT SURVEY CONTROL
 LY2907  ___________________________________________________________________
 LY2907* NAD 83(1996)-  41 02 27.50429(N)    074 04 15.90932(W)     ADJUSTED  
 LY2907* NAVD 88     -       116.8    (meters)     383.     (feet)  GPS OBS   
 LY2907  ___________________________________________________________________
 LY2907  X           -   1,322,182.779 (meters)                     COMP
 LY2907  Y           -  -4,632,684.334 (meters)                     COMP
 LY2907  Z           -   4,165,912.099 (meters)                     COMP
 LY2907  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 LY2907  ELLIP HEIGHT-          85.03  (meters)          (10/23/02) GPS OBS
 LY2907  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 LY2907
 LY2907  HORZ ORDER  -  FIRST
 LY2907  ELLP ORDER  -  FOURTH    CLASS I
 LY2907
 LY2907.The horizontal coordinates were established by GPS observations
 LY2907.and adjusted by the National Geodetic Survey in May 1999..
 LY2907
 LY2907.The orthometric height was determined by GPS observations and a
 LY2907.high-resolution geoid model.
 LY2907
 LY2907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2907
 LY2907.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2907
 LY2907.The ellipsoidal height was determined by GPS observations
 LY2907.and is referenced to NAD 83.
 LY2907
 LY2907.The geoid height was determined by GEOID03.
 LY2907
 LY2907;                    North         East     Units Scale Factor Converg.
 LY2907;SPC NJ       -   245,186.009   186,060.849   MT  0.99991600   +0 16 53.9
 LY2907;SPC NJ       -   804,414.43    610,434.64   sFT  0.99991600   +0 16 53.9
 LY2907;SPC NY E     -   245,186.009   186,060.849   MT  0.99991600   +0 16 53.9
 LY2907;SPC NY E     -   804,414.43    610,434.64   sFT  0.99991600   +0 16 53.9
 LY2907;UTM  18      - 4,543,721.097   578,075.175   MT  0.99967502   +0 36 35.8
 LY2907
 LY2907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2907!SPC NJ       -   0.99998666  x   0.99991600  =   0.99990266
 LY2907!SPC NY E     -   0.99998666  x   0.99991600  =   0.99990266
 LY2907!UTM  18      -   0.99998666  x   0.99967502  =   0.99966169
 LY2907
 LY2907:                Primary Azimuth Mark                     Grid Az
 LY2907:SPC NJ       -  MONTVALE 2                               023 30 28.4
 LY2907:SPC NY E     -  MONTVALE 2                               023 30 28.4
 LY2907:UTM  18      -  MONTVALE 2                               023 10 46.5
 LY2907
 LY2907|---------------------------------------------------------------------|
 LY2907| PID    Reference Object                     Distance      Geod. Az  |
 LY2907|                                                           dddmmss.s |
 LY2907| LY2908 MONTVALE 2                          APPROX. 1.0 KM 0234722.3 |
 LY2907|---------------------------------------------------------------------|
 LY2907
 LY2907                          SUPERSEDED SURVEY CONTROL
 LY2907
 LY2907  ELLIP H (05/14/99)   85.04   (m)                       GP(       ) 4 1
 LY2907  NAD 83(1996)-  41 02 27.50427(N)    074 04 15.90935(W) AD(       ) 1
 LY2907  NAD 83(1996)-  41 02 27.50485(N)    074 04 15.91026(W) AD(       ) 1
 LY2907  NAD 83(1992)-  41 02 27.50423(N)    074 04 15.91061(W) AD(       ) 1
 LY2907  NAD 83(1986)-  41 02 27.50478(N)    074 04 15.91044(W) AD(       ) 1
 LY2907
 LY2907.Superseded values are not recommended for survey control.
 LY2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2907.See file dsdata.txt to determine how the superseded data were derived.
 LY2907
 LY2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7807543721(NAD 83)
 LY2907_MARKER: DD = SURVEY DISK
 LY2907_SETTING: 66 = SET IN ROCK OUTCROP
 LY2907_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LY2907_STAMPING: MONTVALE 1 1991
 LY2907_MARK LOGO: NJHA  
 LY2907_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2907_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2907+STABILITY: POSITION/ELEVATION WELL
 LY2907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2907+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1992
 LY2907
 LY2907  HISTORY     - Date     Condition        Report By
 LY2907  HISTORY     - 1991     MONUMENTED       NJDT
 LY2907  HISTORY     - 19920422 GOOD             NJGS
 LY2907
 LY2907                          STATION DESCRIPTION
 LY2907
 LY2907'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 LY2907'THE STATION IS LOCATED IN THE BOROUGH OF WOODCLIFF LAKE ON THE EAST
 LY2907'SIDE OF THE SOUTHBOUND LANES ON THE TOP OF A BLUFF IN THE GRASS
 LY2907'MEDIAN AREA BETWEEN THE NORTHBOUND AND THE SOUTHBOUND ROADWAYS, ABOUT
 LY2907'0.5 MI (0.8 KM) SOUTH FROM THE MONTVALE SERVICE AREA OF THE GARDEN
 LY2907'STATE PARKWAY AT MILEPOINT 170.43.  THE STATION IS 63.4 FT (19.3 M)
 LY2907'SOUTHWEST FROM A GALVANIZED NAIL SET IN AN 8.5 INCH DIAMETER APPLE
 LY2907'TREE, 48.5 FT (14.8 M) NORTHWEST FROM A GALVANIZED NAIL SET IN A 10
 LY2907'INCH DIAMETER WILD CHERRY TREE AND 36.0 FT (11.0 M) SOUTHEAST AND
 LY2907'NORMAL TO THE EAST EDGE OF THE SOUTHBOUND LANES. THE STATION IS
 LY2907'CEMENTED FLUSH IN A DRILL HOLE SET IN A ROCK OUTCROP ABOUT 20 FT
 LY2907'(6.1 M) ABOVE THE LEVEL OF THE SOUTHBOUND ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2908 ***********************************************************************
 LY2908  DESIGNATION -  MONTVALE 2
 LY2908  PID         -  LY2908
 LY2908  STATE/COUNTY-  NJ/BERGEN
 LY2908  USGS QUAD   -  PARK RIDGE (1995)
 LY2908
 LY2908                         *CURRENT SURVEY CONTROL
 LY2908  ___________________________________________________________________
 LY2908* NAD 83(1996)-  41 02 57.63466(N)    074 03 58.36369(W)     ADJUSTED  
 LY2908* NAVD 88     -       108.2    (meters)     355.     (feet)  GPS OBS   
 LY2908  ___________________________________________________________________
 LY2908  X           -   1,322,407.504 (meters)                     COMP
 LY2908  Y           -  -4,631,978.693 (meters)                     COMP
 LY2908  Z           -   4,166,607.453 (meters)                     COMP
 LY2908  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 LY2908  ELLIP HEIGHT-          76.41  (meters)          (10/23/02) GPS OBS
 LY2908  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 LY2908
 LY2908  HORZ ORDER  -  FIRST
 LY2908  ELLP ORDER  -  FOURTH    CLASS I
 LY2908
 LY2908.The horizontal coordinates were established by GPS observations
 LY2908.and adjusted by the National Geodetic Survey in May 1999..
 LY2908
 LY2908.The orthometric height was determined by GPS observations and a
 LY2908.high-resolution geoid model.
 LY2908
 LY2908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2908
 LY2908.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2908
 LY2908.The ellipsoidal height was determined by GPS observations
 LY2908.and is referenced to NAD 83.
 LY2908
 LY2908.The geoid height was determined by GEOID03.
 LY2908
 LY2908;                    North         East     Units Scale Factor Converg.
 LY2908;SPC NJ       -   246,117.423   186,465.992   MT  0.99991636   +0 17 05.6
 LY2908;SPC NJ       -   807,470.25    611,763.84   sFT  0.99991636   +0 17 05.6
 LY2908;SPC NY E     -   246,117.423   186,465.992   MT  0.99991636   +0 17 05.6
 LY2908;SPC NY E     -   807,470.25    611,763.84   sFT  0.99991636   +0 17 05.6
 LY2908;UTM  18      - 4,544,654.594   578,474.878   MT  0.99967579   +0 36 47.7
 LY2908
 LY2908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2908!SPC NJ       -   0.99998801  x   0.99991636  =   0.99990438
 LY2908!SPC NY E     -   0.99998801  x   0.99991636  =   0.99990438
 LY2908!UTM  18      -   0.99998801  x   0.99967579  =   0.99966381
 LY2908
 LY2908:                Primary Azimuth Mark                     Grid Az
 LY2908:SPC NJ       -  MONTVALE 1                               203 30 28.2
 LY2908:SPC NY E     -  MONTVALE 1                               203 30 28.2
 LY2908:UTM  18      -  MONTVALE 1                               203 10 46.1
 LY2908
 LY2908|---------------------------------------------------------------------|
 LY2908| PID    Reference Object                     Distance      Geod. Az  |
 LY2908|                                                           dddmmss.s |
 LY2908| LY2907 MONTVALE 1                          APPROX. 1.0 KM 2034733.8 |
 LY2908|---------------------------------------------------------------------|
 LY2908
 LY2908                          SUPERSEDED SURVEY CONTROL
 LY2908
 LY2908  ELLIP H (05/14/99)   76.42   (m)                       GP(       ) 4 1
 LY2908  NAD 83(1996)-  41 02 57.63465(N)    074 03 58.36371(W) AD(       ) 1
 LY2908  NAD 83(1996)-  41 02 57.63548(N)    074 03 58.36461(W) AD(       ) 1
 LY2908  NAD 83(1992)-  41 02 57.63514(N)    074 03 58.36481(W) AD(       ) 1
 LY2908  NAD 83(1986)-  41 02 57.63544(N)    074 03 58.36473(W) AD(       ) 1
 LY2908
 LY2908.Superseded values are not recommended for survey control.
 LY2908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2908.See file dsdata.txt to determine how the superseded data were derived.
 LY2908
 LY2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7847544655(NAD 83)
 LY2908_MARKER: DD = SURVEY DISK
 LY2908_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LY2908_SP_SET: SIDEWALK OF CONCRETE ISLAND
 LY2908_STAMPING: MONTVALE 2 1991
 LY2908_MARK LOGO: NJHA  
 LY2908_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY2908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2908+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1992
 LY2908
 LY2908  HISTORY     - Date     Condition        Report By
 LY2908  HISTORY     - 1991     MONUMENTED       NJDT
 LY2908  HISTORY     - 19920422 GOOD             NJGS
 LY2908
 LY2908                          STATION DESCRIPTION
 LY2908
 LY2908'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 LY2908'THE STATION IS LOCATED IN THE BOROUGH OF MONTVALE ON THE GROUNDS OF
 LY2908'THE MONTVALE SERVICE AREA OF THE GARDEN STATE PARKWAY AT THE SOUTH
 LY2908'END OF THE GENERAL PARKING AREA ALONG THE EXIT RAMP FROM THE
 LY2908'SOUTHBOUND LANES AT MILEPOINT 170.992.  THE STATION IS 2.9 M
 LY2908'(9.5 FT) EAST SOUTHEAST FROM AN INLET AT THE WEST END OF THE ISLAND,
 LY2908'3.1 M (10.2 FT) NORTHEAST FROM A STOP SIGN WITH A ONE WAY SIGN
 LY2908'ATTACHED AT THE SOUTH END OF THE ISLAND AND 4.5 M (14.8 FT) SOUTH
 LY2908'SOUTHEAST FROM A STEEL LAMP POST NUMBER AB 4259 WITH TWO HOUR PARKING
 LY2908'SIGN ATTACHED.  THE STATION IS SET FLUSH WITH THE SIDEWALK OF THE
 LY2908'CONCRETE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2529 ***********************************************************************
 LY2529  DESIGNATION -  MONUMENT 895 2
 LY2529  PID         -  LY2529
 LY2529  STATE/COUNTY-  NJ/BERGEN
 LY2529  USGS QUAD   -  PARK RIDGE (1995)
 LY2529
 LY2529                         *CURRENT SURVEY CONTROL
 LY2529  ___________________________________________________________________
 LY2529* NAD 83(1996)-  41 02 30.89478(N)    074 00 22.54104(W)     ADJUSTED  
 LY2529* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 LY2529  ___________________________________________________________________
 LY2529  LAPLACE CORR-           6.56  (seconds)                    DEFLEC99
 LY2529  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 LY2529
 LY2529  HORZ ORDER  -  FIRST
 LY2529
 LY2529.The horizontal coordinates were established by classical geodetic methods
 LY2529.and adjusted by the National Geodetic Survey in September 1999..
 LY2529
 LY2529.The orthometric height was scaled from a topographic map.
 LY2529
 LY2529.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2529
 LY2529.The geoid height was determined by GEOID03.
 LY2529
 LY2529;                    North         East     Units Scale Factor Converg.
 LY2529;SPC NJ       -   245,319.404   191,510.382   MT  0.99992120   +0 19 27.1
 LY2529;SPC NJ       -   804,852.08    628,313.64   sFT  0.99992120   +0 19 27.1
 LY2529;SPC NY E     -   245,319.404   191,510.382   MT  0.99992120   +0 19 27.1
 LY2529;SPC NY E     -   804,852.08    628,313.64   sFT  0.99992120   +0 19 27.1
 LY2529;UTM  18      - 4,543,885.680   583,522.556   MT  0.99968586   +0 39 09.1
 LY2529
 LY2529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2529!SPC NJ       -   0.99999136  x   0.99992120  =   0.99991256
 LY2529!SPC NY E     -   0.99999136  x   0.99992120  =   0.99991256
 LY2529!UTM  18      -   0.99999136  x   0.99968586  =   0.99967722
 LY2529
 LY2529:                Primary Azimuth Mark                     Grid Az
 LY2529:SPC NJ       -  ROCKLAND STATE HOSPITAL N STK            072 06 48.9
 LY2529:SPC NY E     -  ROCKLAND STATE HOSPITAL N STK            072 06 48.9
 LY2529:UTM  18      -  ROCKLAND STATE HOSPITAL N STK            071 47 06.9
 LY2529
 LY2529|---------------------------------------------------------------------|
 LY2529| PID    Reference Object                     Distance      Geod. Az  |
 LY2529|                                                           dddmmss.s |
 LY2529| LX4157 ROCKLAND STATE HOSPITAL N STK       APPROX. 2.8 KM 0722616.0 |
 LY2529| LX4167 NYACK USAF RADAR DOME               APPROX. 6.7 KM 0823221.9 |
 LY2529| CB4737 MONUMENT 895 2 RM 3                  37.058 METERS 11134     |
 LY2529| KU4048 ALPINE SCOUT CAMP TANK              APPROX.10.1 KM 1333152.6 |
 LY2529| KU4054 ALPINE TELEVISION TOWER             APPROX.11.4 KM 1420155.3 |
 LY2529| CB4738 MONUMENT 895 2 RM 4                 105.568 METERS 17723     |
 LY2529| LY2536 SWAN RESET                          APPROX. 4.7 KM 3314828.8 |
 LY2529| LY2537 PEARL RIVER LEDERLE STACK           APPROX. 3.7 KM 3435147.0 |
 LY2529| LY2522 SUMMIT PARK WATER TANK              APPROX.12.5 KM 3465651.6 |
 LY2529|---------------------------------------------------------------------|
 LY2529
 LY2529                          SUPERSEDED SURVEY CONTROL
 LY2529
 LY2529  NAD 83(1996)-  41 02 30.89478(N)    074 00 22.54104(W) AD(       ) 1
 LY2529  NAD 83(1996)-  41 02 30.89549(N)    074 00 22.54230(W) AD(       ) 1
 LY2529  NAD 83(1992)-  41 02 30.89447(N)    074 00 22.54341(W) AD(       ) 1
 LY2529  NAD 83(1986)-  41 02 30.89647(N)    074 00 22.54110(W) AD(       ) 1
 LY2529  NAD 27      -  41 02 30.54842(N)    074 00 24.03653(W) AD(       ) 1
 LY2529
 LY2529.Superseded values are not recommended for survey control.
 LY2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2529.See file dsdata.txt to determine how the superseded data were derived.
 LY2529
 LY2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8352343886(NAD 83)
 LY2529_MARKER: DB = BENCH MARK DISK
 LY2529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2529_SP_SET: DB
 LY2529_STAMPING: MONUMENT 895 2 NJGS 1964
 LY2529_MARK LOGO: CGS   
 LY2529_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2529+STABILITY: SURFACE MOTION
 LY2529_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2529+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1991
 LY2529
 LY2529  HISTORY     - Date     Condition        Report By
 LY2529  HISTORY     - 1964     MONUMENTED       CGS
 LY2529  HISTORY     - 19911218 GOOD             NJGS
 LY2529
 LY2529                          STATION DESCRIPTION
 LY2529
 LY2529'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LY2529'THE STATION IS 49 FEET NORTHEAST OF THE INTERSECTION OF
 LY2529'MONTGOMERY LANE AND ANTHLONE TERRACE, ABOUT 0.1 MILE SOUTHWEST
 LY2529'OF THE NEW YORK-NEW JERSEY STATE LINE, 1 MILE EAST OF MONTVALE,
 LY2529'NEW JERSEY AND ON THE PROPERTY OF MR. E.W. STEPHENSON.  IT IS
 LY2529'29 FEET NORTH OF THE NORTH CURB OF MONTGOMERY LANE, 49 FEET
 LY2529'NORTHEAST OF THE INTERSECTION OF ANTHLONE TERRACE AND MONTGOMERY
 LY2529'LANE, 50.2 FEET NORTHWEST OF A POWER POLE, 42 FEET WEST OF A
 LY2529'15 INCH ASH TREE, 63 FEET SOUTHWEST OF THE SOUTH LEG OF A
 LY2529'POWER LINE TOWER AND 100.5 FEET EAST-SOUTHEAST OF THE
 LY2529'SOUTHEAST CORNER OF MR. STEPHENSONS HOUSE.  THE MONUMENT IS 6
 LY2529'INCHES UNDERGROUND AND THE DISK IS STAMPED MONUMENT 895 2 NJGS
 LY2529'1964.
 LY2529'
 LY2529'TO REACH FROM THE POST OFFICE IN PEARL RIVER, NEW YORK, GO
 LY2529'EAST ON FRANKLIN AVENUE FOR 0.45 MILE TO A T-STREET (MIDDLETON
 LY2529'ROAD).  TURN RIGHT AND GO SOUTH ON MIDDLETON ROAD FOR 0.8 MILE
 LY2529'TO THE NEW YORK-NEW JERSEY STATE LINE.  CONTINUE SOUTH ON
 LY2529'MIDDLETON ROAD FOR 0.4 MILE TO A SIDE STREET LEFT (BLUE HILL
 LY2529'ROAD).  TURN LEFT AND GO EASTERLY ON BLUE HILL ROAD FOR 0.45
 LY2529'MILE TO A SIDE STREET LEFT (ANTHLONE TERRACE).  TURN LEFT AND
 LY2529'GO NORTH ON ANTHLONE TERRACE FOR 0.15 MILE TO A T-STREET
 LY2529'(MONTGOMERY LANE) AND THE STATION 50 FEET NORTHEAST OF THE
 LY2529'INTERSECTION.
 LY2529'
 LY2529'REFERENCE MARK 3 IS 1.6 FEET SOUTH OF THE SOUTH CURB OF
 LY2529'MIDDLETON LANE, 10 FEET EAST OF THE CENTERLINE OF A DRIVEWAY,
 LY2529'16 FEET SOUTH OF THE CENTERLINE OF MONTGOMERY LANE AND 72 FEET
 LY2529'SOUTHEAST OF THE POWER POLE.  THE MONUMENT IS FLUSH AND THE
 LY2529'DISK IS STAMPED MONUMENT 895 NJGS 2 NO 3 1964.
 LY2529'
 LY2529'REFERENCE MARK 4 IS 1 FOOT NORTHEAST OF A POWER POLE, 1 FOOT
 LY2529'WEST OF THE WEST CURB OF ANTHLONE TERRACE, 16 FEET WEST OF THE
 LY2529'CENTERLINE OF ANTHLONE TERRACE AND 46 FEET SOUTH OF THE CENTERLINE
 LY2529'OF A DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LY2529'MONUMENT 895 NJGS 2 NO 4 1964.
 LY2529'
 LY2529'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LY2529
 LY2529                          STATION RECOVERY (1991)
 LY2529
 LY2529'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991 (FAC)
 LY2529'THE STATION IS LOCATED IN RIVERDALE BOROUGH, ON THE NORTHWEST SIDE OF
 LY2529'MONTGOMERY LANE NEAR THE TEE INTERSECTION WITH ATHLONE TERRACE.  TO
 LY2529'REACH THE STATION FROM THE INTERSECTION OF GRAND AVENUE AND THE GARDEN
 LY2529'STATE PARKWAY, EXIT 172, GO EAST ON GRAND AVENUE FOR 2.35 MI (3.78 KM)
 LY2529'TO THE MONTVALE RAILROAD STATION.  CONTINUE AHEAD ON GRAND AVENUE FOR
 LY2529'0.85 MI (1.37 KM) TO THE TEE INTERSECTION WITH RIVERVALE ROAD, COUNTY
 LY2529'ROAD 2.  TURN RIGHT ON RIVERVALE ROAD AND GO SOUTH FOR 0.05 MI (0.08
 LY2529'KM) TO THE JUNCTION WITH BLUE HILLS ROAD ON THE LEFT. TURN LEFT ON
 LY2529'BLUE HILLS ROAD AND GO SOUTHEAST FOR 0.50 MI (0.80 KM) TO THE
 LY2529'INTERSECTION WITH ATHLONE TERRACE ON THE LEFT.  TURN LEFT AND GO 0.2
 LY2529'MI (0.3 KM) ON ATHLONE TERRACE TO THE TEE INTERSECTION WITH MONTGOMERY
 LY2529'LANE AND THE STATION AHEAD ON THE RIGHT.  THE STATION IS 8.8 M (28.9
 LY2529'FT) NORTH FROM THE NORTH CURBLINE OF MONTGOMERY LANE, 19.1 M (62.7 FT)
 LY2529'SOUTHWEST FROM THE SOUTHWEST LEG OF A POWER TRANSMISSION TOWER, 30.6 M
 LY2529'(100.4 FT) EAST SOUTHEAST FROM THE SOUTHEAST CORNER OF A GARAGE FOR
 LY2529'HOUSE NUMBER 672, 12.0 M (39.4 FT) SOUTH SOUTHWEST FROM A TRANSCO GAS
 LY2529'PIPELINE MARKER, 14.7 M (48.2 FT) NORTHEAST FROM A MANHOLE AT THE
 LY2529'CENTERLINE INTERSECTION OF MONTGOMERY LANE AND ATHLONE TERRACE AND
 LY2529'0.55 M (1.80 FT) SOUTH SOUTHEAST FROM AN ORANGE CARSONITE WITNESS
 LY2529'POST.  THE STATION IS 0.4 M (1.3 FT) BELOW THE GROUND AND 1.6 M (5.2
 LY2529'FT) BELOW THE TOP OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2528 ***********************************************************************
 LY2528  DESIGNATION -  MONUMENT 895 NJGS 1935
 LY2528  PID         -  LY2528
 LY2528  STATE/COUNTY-  NJ/BERGEN
 LY2528  USGS QUAD   -  PARK RIDGE (1995)
 LY2528
 LY2528                         *CURRENT SURVEY CONTROL
 LY2528  ___________________________________________________________________
 LY2528* NAD 83(1996)-  41 02 23.07234(N)    074 00 22.74526(W)     ADJUSTED  
 LY2528* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 LY2528  ___________________________________________________________________
 LY2528  LAPLACE CORR-           6.59  (seconds)                    DEFLEC99
 LY2528  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 LY2528
 LY2528  HORZ ORDER  -  SECOND
 LY2528
 LY2528.The horizontal coordinates were established by classical geodetic methods
 LY2528.and adjusted by the National Geodetic Survey in September 1999..
 LY2528
 LY2528.The orthometric height was scaled from a topographic map.
 LY2528
 LY2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2528
 LY2528.The geoid height was determined by GEOID03.
 LY2528
 LY2528;                    North         East     Units Scale Factor Converg.
 LY2528;SPC NJ       -   245,078.090   191,506.977   MT  0.99992120   +0 19 26.9
 LY2528;SPC NJ       -   804,060.37    628,302.47   sFT  0.99992120   +0 19 26.9
 LY2528;SPC NY E     -   245,078.090   191,506.977   MT  0.99992120   +0 19 26.9
 LY2528;SPC NY E     -   804,060.37    628,302.47   sFT  0.99992120   +0 19 26.9
 LY2528;UTM  18      - 4,543,644.406   583,520.535   MT  0.99968585   +0 39 08.9
 LY2528
 LY2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2528!SPC NJ       -   0.99999356  x   0.99992120  =   0.99991476
 LY2528!SPC NY E     -   0.99999356  x   0.99992120  =   0.99991476
 LY2528!UTM  18      -   0.99999356  x   0.99968585  =   0.99967941
 LY2528
 LY2528:                Primary Azimuth Mark                     Grid Az
 LY2528:SPC NJ       -  PERK RESET                               242 57 06.8
 LY2528:SPC NY E     -  PERK RESET                               242 57 06.8
 LY2528:UTM  18      -  PERK RESET                               242 37 24.8
 LY2528
 LY2528|---------------------------------------------------------------------|
 LY2528| PID    Reference Object                     Distance      Geod. Az  |
 LY2528|                                                           dddmmss.s |
 LY2528| LY2531 PERK RESET                          APPROX. 6.3 KM 2431633.7 |
 LY2528|---------------------------------------------------------------------|
 LY2528
 LY2528                          SUPERSEDED SURVEY CONTROL
 LY2528
 LY2528  NAD 83(1996)-  41 02 23.07234(N)    074 00 22.74527(W) AD(       ) 2
 LY2528  NAD 83(1996)-  41 02 23.07336(N)    074 00 22.74639(W) AD(       ) 2
 LY2528  NAD 83(1992)-  41 02 23.07304(N)    074 00 22.74618(W) AD(       ) 2
 LY2528  NAD 83(1986)-  41 02 23.07396(N)    074 00 22.74732(W) AD(       ) 2
 LY2528  NAD 27      -  41 02 22.72513(N)    074 00 24.24953(W) AD(       ) 2
 LY2528
 LY2528.Superseded values are not recommended for survey control.
 LY2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2528.See file dsdata.txt to determine how the superseded data were derived.
 LY2528
 LY2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8352143644(NAD 83)
 LY2528_MARKER: Z = SEE DESCRIPTION
 LY2528_SETTING: 0 = UNSPECIFIED SETTING
 LY2528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY2528
 LY2528  HISTORY     - Date     Condition        Report By
 LY2528  HISTORY     - 1936     MONUMENTED       NJGS
 LY2528  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LY2528
 LY2528                          STATION DESCRIPTION
 LY2528
 LY2528'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1936
 LY2528'THIS STATION IS ABOUT 243 FEET N OF THE CENTER LINE OF BLUE
 LY2528'HILL ROAD, AND 1,025 FEET W OF THE CENTER LINE OF RIVERDALE
 LY2528'ROAD, AT AN ELEVATION OF ABOUT 30 FEET ABOVE THE PAVEMENT OF
 LY2528'BLUE HILL ROAD.  IT IS MARKED BY A STANDARD STATE SURVEY DISK,
 LY2528'STAMPED 895, SET IN A CONCRETE POST LEVEL WITH THE GROUND, 53.2
 LY2528'FEET SW OF A CUP TACK IN A BLAZE 3 FEET ABOVE THE GROUND IN THE
 LY2528'S SIDE OF A 5-INCH IRONWOOD TREE.  AND 41.2 FEET E OF A CUP
 LY2528'TACK IN A BLAZE 3 FEET ABOVE GROUND ON THE N SIDE OF AN 8-INCH
 LY2528'BEECH TREE.
 LY2528'
 LY2528'REFERENCE MARK NO. 1 STATE SURVEY MONUMENT 896 IS MARKED BY A
 LY2528'STANDARD STATE SURVEY DISK, STAMPED 896 AND SET IN CONCRETE
 LY2528'FLUSH WITH THE GROUND ABOUT 53 FEET N OF THE CENTER LINE OF
 LY2528'BLUE HILL ROAD.  82.3 FEET NW OF A CUP TACK, 7 FEET ABOVE
 LY2528'GROUND IN THE E SIDE OF POLE 60446-RV, ON THE S SIDE OF BLUE
 LY2528'HILL ROAD.  97.33 FEET NE OF A CUP TACK THAT IS 7 FEET ABOVE
 LY2528'GROUND ON THE W SIDE OF POLE NO. 60447-RV ON THE S SIDE OF
 LY2528'BLUE HILL ROAD.
 LY2528'
 LY2528'REFERENCE MARK NO. 2 IS MARKED BY A CROSS CUT IN A PARTLY
 LY2528'BURIED BOULDER.
 LY2528'
 LY2528'AZIMUTH MARK STATE SURVEY MONUMENT 849 IS A STANDARD STATE
 LY2528'SURVEY DISK, STAMPED 849, AND SET IN CONCRETE, FLUSH WITH THE
 LY2528'GROUND, 82.90 FEET NE OF A NAIL IN THE N SIDE OF AN APPLE TREE
 LY2528'ON THE S SIDE OF BLUE HILL ROAD.  41.05 FEET N OF A NAIL IN THE
 LY2528'W SIDE OF POLE NO. 60438-RV ON THE E SIDE OF RIVERDALE
 LY2528'ROAD.  AND 30.75 FEET S OF A NAIL ON THE W SIDE OF POLE (GUY)
 LY2528'NO. 435-RV ON THE E SIDE OF RIVERDALE ROAD.
 LY2528'
 LY2528'TO REACH STATION FROM WESTWOOD, GO E ON HARRINGTON AVENUE, TURN
 LY2528'N ON RIVERVALE ROAD TO RIVERDALE ROAD, PROCEED E AND N ON
 LY2528'RIVERDALE ROAD.  TURN W ON BLUE HILL ROAD AND PROCEED TO
 LY2528'STATION SITE WHICH IS N OF THE ROAD.
 LY2528
 LY2528                          STATION RECOVERY (1964)
 LY2528
 LY2528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFK)
 LY2528'THE STATION AND REFERENCE MARKS WERE FOUND TO HAVE BEEN
 LY2528'DESTROYED BY CONSTRUCTION.  A NEW STATION WAS ESTABLISHED ABOUT
 LY2528'800 FEET NORTH OF THE SITE OF THE OLD STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4565 ***********************************************************************
 KV4565  DESIGNATION -  MONUMENT O USE 1931
 KV4565  PID         -  KV4565
 KV4565  STATE/COUNTY-  NJ/MIDDLESEX
 KV4565  USGS QUAD   -  ARTHUR KILL (1981)
 KV4565
 KV4565                         *CURRENT SURVEY CONTROL
 KV4565  ___________________________________________________________________
 KV4565* NAD 83(1996)-  40 35 27.38008(N)    074 12 29.52034(W)     ADJUSTED  
 KV4565* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4565  ___________________________________________________________________
 KV4565  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 KV4565  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV4565
 KV4565  HORZ ORDER  -  THIRD
 KV4565
 KV4565.The horizontal coordinates were established by classical geodetic methods
 KV4565.and adjusted by the National Geodetic Survey in September 1999..
 KV4565
 KV4565.The orthometric height was scaled from a topographic map.
 KV4565
 KV4565.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4565
 KV4565.The geoid height was determined by GEOID03.
 KV4565
 KV4565;                    North         East     Units Scale Factor Converg.
 KV4565;SPC NJ       -   195,166.814   174,699.340   MT  0.99990751   +0 11 23.5
 KV4565;SPC NJ       -   640,309.79    573,159.42   sFT  0.99990751   +0 11 23.5
 KV4565;SPC NY L     -    47,134.401   282,375.124   MT  1.00000508   -0 08 10.2
 KV4565;SPC NY L     -   154,640.11    926,425.72   sFT  1.00000508   -0 08 10.2
 KV4565;UTM  18      - 4,493,650.258   567,001.910   MT  0.99965526   +0 30 54.7
 KV4565
 KV4565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4565!SPC NJ       -   1.00000497  x   0.99990751  =   0.99991248
 KV4565!SPC NY L     -   1.00000497  x   1.00000508  =   1.00001005
 KV4565!UTM  18      -   1.00000497  x   0.99965526  =   0.99966023
 KV4565
 KV4565:                Primary Azimuth Mark                     Grid Az
 KV4565:SPC NJ       -  MON 20 USE 1931                          103 53 39.6
 KV4565:SPC NY L     -  MON 20 USE 1931                          104 13 13.3
 KV4565:UTM  18      -  MON 20 USE 1931                          103 34 08.4
 KV4565
 KV4565|---------------------------------------------------------------------|
 KV4565| PID    Reference Object                     Distance      Geod. Az  |
 KV4565|                                                           dddmmss.s |
 KV4565| KV4655 MON 20 USE 1931                     407.639 METERS 1040503.1 |
 KV4565| KV4632 ROSSVILLE WBBR S RADIO MAST         APPROX. 5.2 KM 1735819.2 |
 KV4565|---------------------------------------------------------------------|
 KV4565
 KV4565                          SUPERSEDED SURVEY CONTROL
 KV4565
 KV4565  NAD 83(1996)-  40 35 27.38008(N)    074 12 29.52036(W) AD(       ) 3
 KV4565  NAD 83(1986)-  40 35 27.37999(N)    074 12 29.51690(W) AD(       ) 3
 KV4565  NAD 27      -  40 35 27.00800(N)    074 12 30.99300(W) AD(       ) 3
 KV4565
 KV4565.Superseded values are not recommended for survey control.
 KV4565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4565.See file dsdata.txt to determine how the superseded data were derived.
 KV4565
 KV4565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6700293650(NAD 83)
 KV4565_MARKER: Z = SEE DESCRIPTION
 KV4565_SETTING: 0 = UNSPECIFIED SETTING
 KV4565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4565
 KV4565  HISTORY     - Date     Condition        Report By
 KV4565  HISTORY     - 1931     MONUMENTED       USE
 KV4565
 KV4565                          STATION DESCRIPTION
 KV4565
 KV4565'DESCRIBED BY US ENGINEERS 1931 (RWW)
 KV4565'RECOVERED IN FAIR CONDITION WITH TOP 18 INCHES ABOVE MEADOW
 KV4565'SURFACE.
 KV4565'
 KV4565'A COMPLETE DESCRIPTION FOLLOWS--THIS STATION IS ON THE W SHORE
 KV4565'OF ARTHUR KILL, JUST S OF THE RAHWAY RIVER AND THE MEXICAN
 KV4565'PETROLEUM PLANT.  A DOUBLE-TRACK RAILROAD SPUR MAKES OFF THE MAIN
 KV4565'LINE JUST W OF THE STATION.  THE STATION IS LOCATED 16 METERS W
 KV4565'OF HIGH-WATER LINE, ON THE EDGE OF THE GRASS LINE.
 KV4565'
 KV4565'STATION IS MARKED BY A CRUMBLING 1-INCH IRON PIPE SET FLUSH IN
 KV4565'THE 6-INCH SQUARE FLAT TOP OF A PYRAMIDAL CONCRETE MONUMENT
 KV4565'PROJECTING 6 INCHES ABOVE THE GROUND.  THE CONCRETE TOP IS
 KV4565'ROUGHLY MARKED USHL.  NO REFERENCE MARKS WERE PLACED.  A SINGLE
 KV4565'REFERENCE MEASUREMENT WAS TAKEN, AS FOLLOWS--
 KV4565'
 KV4565'TO CENTER OF 2-INCH IRON PIPE PROJECTING 18 INCHES ABOVE GROUND
 KV4565'TO WESTWARD-0.69 METER.
 KV4565'
 KV4565'THOUGH PREFERABLE, AN OBSERVERS STAND IS NOT ABSOLUTELY ESSENTIAL
 KV4565'FOR A CENTRAL SET-UP ON THE SLIGHTLY SPONGY SAND AND MUD
 KV4565'GROUND.  INSTRUMENT STAKES ARE NOT NECESSARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4051 ***********************************************************************
 KV4051  DESIGNATION -  MOO
 KV4051  PID         -  KV4051
 KV4051  STATE/COUNTY-  NJ/BERGEN
 KV4051  USGS QUAD   -  WEEHAWKEN (1995)
 KV4051
 KV4051                         *CURRENT SURVEY CONTROL
 KV4051  ___________________________________________________________________
 KV4051* NAD 83(1996)-  40 48 28.88836(N)    074 03 00.84599(W)     ADJUSTED  
 KV4051* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4051  ___________________________________________________________________
 KV4051  LAPLACE CORR-           7.20  (seconds)                    DEFLEC99
 KV4051  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 KV4051
 KV4051  HORZ ORDER  -  SECOND
 KV4051
 KV4051.The horizontal coordinates were established by classical geodetic methods
 KV4051.and adjusted by the National Geodetic Survey in September 1999..
 KV4051
 KV4051.The orthometric height was scaled from a topographic map.
 KV4051
 KV4051.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4051
 KV4051.The geoid height was determined by GEOID03.
 KV4051
 KV4051;                    North         East     Units Scale Factor Converg.
 KV4051;SPC NJ       -   219,327.765   187,946.906   MT  0.99991772   +0 17 38.2
 KV4051;SPC NJ       -   719,577.84    616,622.47   sFT  0.99991772   +0 17 38.2
 KV4051;SPC NY L     -    71,221.593   295,761.251   MT  0.99999517   -0 01 58.3
 KV4051;SPC NY L     -   233,666.18    970,343.37   sFT  0.99999517   -0 01 58.3
 KV4051;UTM  18      - 4,517,880.259   580,108.545   MT  0.99967899   +0 37 14.6
 KV4051
 KV4051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4051!SPC NJ       -   1.00000490  x   0.99991772  =   0.99992262
 KV4051!SPC NY L     -   1.00000490  x   0.99999517  =   1.00000007
 KV4051!UTM  18      -   1.00000490  x   0.99967899  =   0.99968389
 KV4051
 KV4051|---------------------------------------------------------------------|
 KV4051| PID    Reference Object                     Distance      Geod. Az  |
 KV4051|                                                           dddmmss.s |
 KV4051| CB5359 MOO RM 3                             17.980 METERS 07454     |
 KV4051| KV4076 NORTH BERGEN ARMOUR SOAP CHIM       APPROX. 2.2 KM 0811141.7 |
 KV4051| KV4059 NORTH BERGEN ARMOUR SOAP TANK       APPROX. 2.2 KM 0824632.5 |
 KV4051| KV4069 NORTH BERGEN NYC RR SHOPS CHIM      APPROX. 2.4 KM 1143319.1 |
 KV4051| KV4081 NORTH BERGEN WATER CO CHIMNEY       APPROX. 2.6 KM 1285236.6 |
 KV4051| KV4041 BLUFF                               358.499 METERS 17652     |
 KV4051| KV4042 HK 43 USE 1932                      358.719 METERS 17731     |
 KV4051| KV4071 SCHOOL 3                            APPROX. 1.2 KM 2100810.6 |
 KV4051| CB5356 MOO RM 1                             14.497 METERS 21745     |
 KV4051| KV4079 SECAUCUS PUB SERV PWRHSE CHIM       APPROX. 1.7 KM 2204106.0 |
 KV4051| KV4063 SECAUCUS SLIM BLACK STACK           APPROX. 1.0 KM 2220620.4 |
 KV4051| KV4061 SECAUCUS SCHMITTS CHIMNEY           APPROX. 1.1 KM 2380416.5 |
 KV4051| KV4057 CARLSTADT WRH S RADIO TOWER         APPROX. 1.0 KM 2804740.7 |
 KV4051| KV4049 WOOD                                 15.251 METERS 28438     |
 KV4051| KV4092 CARLSTADT WRH N RADIO TOWER         APPROX. 1.1 KM 2882652.8 |
 KV4051| CB5358 MOO RM 2                             19.695 METERS 30104     |
 KV4051| KV3996 RUTHERFORD DICKENSON BLDG S FP      APPROX. 4.5 KM 3022812.9 |
 KV4051| KV3995 RUTHERFORD DICKENSON CO TANK        APPROX. 4.5 KM 3034622.6 |
 KV4051| KV4003 RUTHERFORD DICKENSON BLDG N FP      APPROX. 4.5 KM 3035815.7 |
 KV4051| CB5357 MOO RM                                             31235     |
 KV4051| KV4035 CARLSTADT WFAB W RADIO TOWER        APPROX. 2.1 KM 3470401.9 |
 KV4051| KV4024 CARLSTADT WFAB E RADIO TOWER        APPROX. 2.0 KM 3484745.6 |
 KV4051|---------------------------------------------------------------------|
 KV4051
 KV4051                          SUPERSEDED SURVEY CONTROL
 KV4051
 KV4051  NAD 83(1996)-  40 48 28.88825(N)    074 03 00.84608(W) AD(       ) 2
 KV4051  NAD 83(1996)-  40 48 28.88715(N)    074 03 00.84748(W) AD(       ) 2
 KV4051  NAD 83(1992)-  40 48 28.88625(N)    074 03 00.84834(W) AD(       ) 2
 KV4051  NAD 83(1986)-  40 48 28.89036(N)    074 03 00.84491(W) AD(       ) 2
 KV4051  NAD 27      -  40 48 28.52800(N)    074 03 02.33900(W) AD(       ) 2
 KV4051
 KV4051.Superseded values are not recommended for survey control.
 KV4051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4051.See file dsdata.txt to determine how the superseded data were derived.
 KV4051
 KV4051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8010917880(NAD 83)
 KV4051_MARKER: I = METAL ROD
 KV4051_SETTING: 0 = UNSPECIFIED SETTING
 KV4051
 KV4051  HISTORY     - Date     Condition        Report By
 KV4051  HISTORY     - 1932     MONUMENTED       CGS
 KV4051  HISTORY     - 1933     GOOD             CGS
 KV4051  HISTORY     - 1934     GOOD             CGS
 KV4051
 KV4051                          STATION DESCRIPTION
 KV4051
 KV4051'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4051'STATION IS ON THE N BANK OF THE HACKENSACK RIVER JUST E OF ITS
 KV4051'JUNCTURE WITH MOONACHIE CREEK, IN CARLSTADT APPROXIMATELY 1/2
 KV4051'MILE E OF PATERSON PLANK ROAD.  IT IS ATOP A SOD DYKE AT THE
 KV4051'POINT WHERE THE DYKE MAKES A SHARP BEND TO THE N.
 KV4051'
 KV4051'STATION IS MARKED BY THE DRILL HOLE IN A 3/4-INCH ALLEGHENY
 KV4051'STEEL ROD SET IN THE 12-INCH TOP OF A TRUNCATED-CONICAL,
 KV4051'CONCRETE MONUMENT WITH THE LETTERS MOO-CGS IMPRESSED IN THE
 KV4051'CONCRETE PROJECTING 6 INCHES ABOVE THE SURFACE OF THE DYKE.
 KV4051'
 KV4051'THREE REFERENCE MARKS WERE PLACED IN SIMILAR MONUMENTS,
 KV4051'REFERENCE MARK NO.1 TO THE SOUTHWESTWARD ON A POINT OF LOW
 KV4051'MARSHY GROUND.  REFERENCE MARK NO.2 TO THE NORTHWARD IN THE
 KV4051'TOP OF THE DYKE.  REFERENCE MARK NO.3 TO THE EASTWARD ATOP THE
 KV4051'DYKE.  ALL REFERENCE MARKS HAVE AN IDENTIFICATION NUMBER AND A
 KV4051'REFERENCE CROSS IMPRESSED IN THE CONCRETE.  THE LONGER BAR OF
 KV4051'THE CROSS POINTS TOWARDS THE STATION MARK.  (SHOULD A
 KV4051'CROSS-INTERSECTION BE SO DEFACED AS TO BE RENDERED INDEFINITE,
 KV4051'THE EXACT REFERENCE MARK CENTER MAY BE RECOVERED BY
 KV4051'COLD-CHISELLING 1 INCH BELOW THE MONUMENT SURFACE TO UNCOVER A
 KV4051'1/4-INCH BRASS ROD WHICH EXTENDS VERTICALLY DOWNWARD 8
 KV4051'INCHES INTO THE MONUMENT.)
 KV4051'
 KV4051'THERE IS SUFFICIENT ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD
 KV4051'SET-UPS.
 KV4051'
 KV4051'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 METERS.
 KV4051
 KV4051                          STATION RECOVERY (1933)
 KV4051
 KV4051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4051'STATION RECOVERED AS ORIGINALLY DESCRIBED WITH THE FOLLOWING
 KV4051'EXCEPTIONS--THE DISTANCE TO REFERENCE MARK NO.2 SHOULD READ
 KV4051'19.728 METERS.
 KV4051
 KV4051                          STATION RECOVERY (1934)
 KV4051
 KV4051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4051'STATION RECOVERED IN GOOD CONDITION, WITH THE FOLLOWING
 KV4051'EXCEPTION--
 KV4051'
 KV4051'REFERENCE MARK NO.2 WAS NOT RECOVERED BUT IS PROBABLY STILL
 KV4051'INTACT BURIED IN THE SOD DYKE WHICH HAS RECENTLY BEEN MADE
 KV4051'HIGHER AT THAT POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3016 ***********************************************************************
 JU3016  DESIGNATION -  MOORESTOWN
 JU3016  PID         -  JU3016
 JU3016  STATE/COUNTY-  NJ/BURLINGTON
 JU3016  USGS QUAD   -  MOORESTOWN (1995)
 JU3016
 JU3016                         *CURRENT SURVEY CONTROL
 JU3016  ___________________________________________________________________
 JU3016* NAD 83(1996)-  39 58 06.60910(N)    074 55 57.62713(W)     ADJUSTED  
 JU3016* NAVD 88     -        33.     (meters)     108.     (feet)  SCALED    
 JU3016  ___________________________________________________________________
 JU3016  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 JU3016  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JU3016
 JU3016  HORZ ORDER  -  FIRST
 JU3016
 JU3016.The horizontal coordinates were established by classical geodetic methods
 JU3016.and adjusted by the National Geodetic Survey in September 1999..
 JU3016
 JU3016.The orthometric height was scaled from a topographic map.
 JU3016
 JU3016.Photographs are available for this station.
 JU3016
 JU3016.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3016
 JU3016.The geoid height was determined by GEOID03.
 JU3016
 JU3016;                    North         East     Units Scale Factor Converg.
 JU3016;SPC NJ       -   126,107.105   113,038.945   MT  0.99991681   -0 16 40.6
 JU3016;SPC NJ       -   413,736.39    370,861.94   sFT  0.99991681   -0 16 40.6
 JU3016;SPC PA S     -    74,364.809   840,650.715   MT  0.99999469   +1 49 40.3
 JU3016;SPC PA S     -   243,978.54  2,758,034.89   sFT  0.99999469   +1 49 40.3
 JU3016;UTM  18      - 4,424,263.487   505,749.550   MT  0.99960041   +0 02 35.7
 JU3016
 JU3016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3016!SPC NJ       -   1.00000001  x   0.99991681  =   0.99991682
 JU3016!SPC PA S     -   1.00000001  x   0.99999469  =   0.99999470
 JU3016!UTM  18      -   1.00000001  x   0.99960041  =   0.99960042
 JU3016
 JU3016:                Primary Azimuth Mark                     Grid Az
 JU3016:SPC NJ       -  AIRWAY BEACON 70                         013 19 31.4
 JU3016:SPC PA S     -  AIRWAY BEACON 70                         011 13 10.5
 JU3016:UTM  18      -  AIRWAY BEACON 70                         013 00 15.1
 JU3016
 JU3016|---------------------------------------------------------------------|
 JU3016| PID    Reference Object                     Distance      Geod. Az  |
 JU3016|                                                           dddmmss.s |
 JU3016| KV5751 AIRWAY BEACON 70                    APPROX.14.1 KM 0130250.8 |
 JU3016| CB2301 MOORESTOWN RM 1                      46.759 METERS 03419     |
 JU3016| KV5675 MT HOLLY RESET                      APPROX.12.9 KM 0725445.4 |
 JU3016| CB2302 MOORESTOWN RM 2                      58.400 METERS 30000     |
 JU3016| KV5704 AIRWAY BEACON 69                    APPROX. 6.9 KM 3180746.8 |
 JU3016|---------------------------------------------------------------------|
 JU3016
 JU3016                          SUPERSEDED SURVEY CONTROL
 JU3016
 JU3016  NAD 83(1986)-  39 58 06.60449(N)    074 55 57.62924(W) AD(       ) 1
 JU3016  NAD 27      -  39 58 06.20400(N)    074 55 59.02300(W) AD(       ) 1
 JU3016
 JU3016.Superseded values are not recommended for survey control.
 JU3016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3016.See file dsdata.txt to determine how the superseded data were derived.
 JU3016
 JU3016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0575024263(NAD 83)
 JU3016_MARKER: DS = TRIANGULATION STATION DISK
 JU3016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3016_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3016
 JU3016  HISTORY     - Date     Condition        Report By
 JU3016  HISTORY     - 1933     MONUMENTED       CGS
 JU3016  HISTORY     - 1935     GOOD             NJGS
 JU3016  HISTORY     - 1958     GOOD             CGS
 JU3016  HISTORY     - 19940617 GOOD             USPSQD
 JU3016  HISTORY     - 20020622 GOOD             INDIV
 JU3016
 JU3016                          STATION DESCRIPTION
 JU3016
 JU3016'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3016'THIS STATION IS ON CITY PROPERTY IN MOORESTOWN, NEW JERSEY AT THE
 JU3016'TWO CITY WATER TANKS ABOUT 0.7 MILE E OF THE TOWN HALL AND ON EAST
 JU3016'MAIN STREET.  THE MARK IS 52 FEET N OF THE CENTER OF THE N TANK,
 JU3016'26 FEET S OF THE SIDEWALK, 33 FEET E OF THE NE CORNER OF A GREY
 JU3016'HOUSE, AND PROJECTS 4 INCHES.  THIS IS A RESIDENTIAL SECTION AND
 JU3016'A 90-FOOT TOWER IS NECESSARY TO CLEAR LOCAL OBSTRUCTIONS.
 JU3016'
 JU3016'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JU3016'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A AND 11B.
 JU3016'
 JU3016'REFERENCE MARK NO.1 IS NE OF THE STATION, ON THE N SIDE OF
 JU3016'MAIN STREET, 2 FEET N OF THE CURB, 5 FEET E OF A POWER POLE,
 JU3016'15 FEET E OF A DRIVEWAY AND PROJECTS 4 INCHES.
 JU3016'
 JU3016'REFERENCE MARK NO.2 IS NW OF THE STATION, ON THE W SIDE OF
 JU3016'ZELLY AVENUE, 2 FEET W OF THE W EDGE OF SIDEWALK, 8 FEET S OF A
 JU3016'12-INCH OAK TREE, 4 FEET E OF A HEDGE, 26 PACES N OF SIDEWALK
 JU3016'ALONG MAIN STREET AND PROJECTS 4 INCHES.
 JU3016
 JU3016                          STATION RECOVERY (1935)
 JU3016
 JU3016'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1935
 JU3016'THIS STATION IS ON CITY PROPERTY IN MOORESTOWN, NEW JERSEY, AT
 JU3016'THE TWO CITY WATER TANKS ABOUT 0.7 MILE E OF THE TOWN HALL AND
 JU3016'ON EAST MAIN STREET.  THE MARK IS 52 FEET N OF THE CENTER OF
 JU3016'THE N TANK, 26 FEET S OF THE SIDEWALK, 33 FEET E OF THE NE CORNER
 JU3016'OF A GREY HOUSE, AND PROJECTS 4 INCHES.  THIS IS A RESIDENTIAL
 JU3016'SECTION AND A 90-FOOT TOWER IS NECESSARY TO CLEAR LOCAL
 JU3016'OBSTRUCTION.
 JU3016'
 JU3016'STATION, UNDERGROUND AND REFERENCE MARKS ARE BRONZE TABLETS
 JU3016'SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A, AND 11B.
 JU3016'
 JU3016'REFERENCE MARK NO.1 IS NE OF THE STATION, ON THE N SIDE OF
 JU3016'MAIN STREET, 2 FEET N OF THE CURB, 5 FEET E OF A POWER POLE, 15
 JU3016'FEET E OF A DRIVEWAY AND PROJECTS 4 INCHES.
 JU3016'
 JU3016'REFERENCE MARK NO.2 IS NW OF THE STATION, ON THE W SIDE OF
 JU3016'ZELLY AVENUE, 2 FEET W OF THE W EDGE OF THE SIDEWALK, 8 FEET S
 JU3016'OF A 12-INCH OAK TREE, 4 FEET E OF A HEDGE, 26 PACES N OF
 JU3016'SIDEWALK ALONG MAIN STREET, AND PROJECTS 4 INCHES.
 JU3016'
 JU3016'THE STATION WAS RECOVERED AS DESCRIBED.
 JU3016'
 JU3016'THE STATION AND REFERENCE MARKS WERE IN GOOD CONDITION.
 JU3016
 JU3016                          STATION RECOVERY (1958)
 JU3016
 JU3016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 JU3016'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 JU3016'FOUND TO BE IN GOOD CONDITION.  THE OLD DESCRIPTION OF THE STATION
 JU3016'AND THE TO REACH ARE ADEQUATE.
 JU3016'
 JU3016'MEASUREMENTS FROM THE STATION MARK TO THE REFERENCE MARKS WERE
 JU3016'CHECKED AND FOUND TO BE CORRECT.
 JU3016
 JU3016                          STATION RECOVERY (1994)
 JU3016
 JU3016'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU3016'RECOVERED IN GOOD CONDITION.
 JU3016
 JU3016                          STATION RECOVERY (2002)
 JU3016
 JU3016'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 JU3016'THE STATION AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION. THERE
 JU3016'WAS NO EVIDENCE OF REFERENCE MARK 2 AT THE LOCATION DESCRIBED. A
 JU3016'FURTHER SEARCH OF THE AREA YIELDED THE SAME OUTCOME. THE WATER TANKS
 JU3016'HAVE LONG SINCE BEEN REMOVED, WITH CEMENT FOUNDATIONS ALL THAT REMAIN.
 JU3016' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3015 ***********************************************************************
 JU3015  DESIGNATION -  MOORESTOWN RCA WATER TANK
 JU3015  PID         -  JU3015
 JU3015  STATE/COUNTY-  NJ/BURLINGTON
 JU3015  USGS QUAD   -  MOORESTOWN (1995)
 JU3015
 JU3015                         *CURRENT SURVEY CONTROL
 JU3015  ___________________________________________________________________
 JU3015* NAD 83(1996)-  39 58 35.79623(N)    074 54 59.41298(W)     ADJUSTED  
 JU3015* NAVD 88     -                                                        
 JU3015  ___________________________________________________________________
 JU3015  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 JU3015  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JU3015
 JU3015  HORZ ORDER  -  THIRD
 JU3015
 JU3015.The horizontal coordinates were established by classical geodetic methods
 JU3015.and adjusted by the National Geodetic Survey in September 1999..
 JU3015
 JU3015
 JU3015.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3015
 JU3015.The geoid height was determined by GEOID03.
 JU3015
 JU3015;                    North         East     Units Scale Factor Converg.
 JU3015;SPC NJ       -   127,000.656   114,424.521   MT  0.99991558   -0 16 03.3
 JU3015;SPC NJ       -   416,667.99    375,407.78   sFT  0.99991558   -0 16 03.3
 JU3015;SPC PA S     -    75,308.745   842,002.626   MT  0.99999351   +1 50 18.1
 JU3015;SPC PA S     -   247,075.44  2,762,470.28   sFT  0.99999351   +1 50 18.1
 JU3015;UTM  18      - 4,425,164.507   507,129.659   MT  0.99960063   +0 03 13.1
 JU3015
 JU3015                          SUPERSEDED SURVEY CONTROL
 JU3015
 JU3015  NAD 83(1986)-  39 58 35.79216(N)    074 54 59.41408(W) AD(       ) 4
 JU3015  NAD 27      -  39 58 35.39400(N)    074 55 00.80700(W) AD(       ) 3
 JU3015
 JU3015.Superseded values are not recommended for survey control.
 JU3015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3015.See file dsdata.txt to determine how the superseded data were derived.
 JU3015
 JU3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0713025165(NAD 83)
 JU3015_MARKER: 53 = ELEVATED TANK
 JU3015
 JU3015  HISTORY     - Date     Condition        Report By
 JU3015  HISTORY     - 1958     FIRST OBSERVED   CGS
 JU3015  HISTORY     - 19940617 GOOD             USPSQD
 JU3015
 JU3015                          STATION DESCRIPTION
 JU3015
 JU3015'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 JU3015'THE STATION IS LOCATED ABOUT 1 MILE EAST OF MOORESTOWN IN THE
 JU3015'NORTHEAST CORNER OF THE PLANT GROUNDS.  IT IS A 4-LEGGED STEEL
 JU3015'STRUCTURE WITH A DOUBLE ELLIPSOIDAL TANK PAINTED ORANGE ON
 JU3015'TOP AND WHITE ON THE BOTTOM.  THE LEGS ARE PAINTED ORANGE
 JU3015'AND WHITE.  THE TANK HAS A SMALL SHAPED VENT ON THE TOP
 JU3015'AND CENTER.  THE OVERALL HEIGHT OF THE STRUCTURE IS
 JU3015'APPROXIMATELY 130 FEET.
 JU3015'
 JU3015'THE POINT INTERSECTED WAS THE BALL ON TOP.
 JU3015
 JU3015                          STATION RECOVERY (1994)
 JU3015
 JU3015'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU3015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5337 ***********************************************************************
 KV5337  DESIGNATION -  MORGAN 2
 KV5337  PID         -  KV5337
 KV5337  STATE/COUNTY-  NJ/MIDDLESEX
 KV5337  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5337
 KV5337                         *CURRENT SURVEY CONTROL
 KV5337  ___________________________________________________________________
 KV5337* NAD 83(1996)-  40 28 11.45306(N)    074 15 56.90267(W)     ADJUSTED  
 KV5337* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5337  ___________________________________________________________________
 KV5337  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 KV5337  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KV5337
 KV5337  HORZ ORDER  -  THIRD
 KV5337
 KV5337.The horizontal coordinates were established by classical geodetic methods
 KV5337.and adjusted by the National Geodetic Survey in September 1999..
 KV5337
 KV5337.The orthometric height was scaled from a topographic map.
 KV5337
 KV5337.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5337
 KV5337.The geoid height was determined by GEOID03.
 KV5337
 KV5337;                    North         East     Units Scale Factor Converg.
 KV5337;SPC NJ       -   181,707.065   169,858.984   MT  0.99990485   +0 09 07.2
 KV5337;SPC NJ       -   596,150.60    557,279.02   sFT  0.99990485   +0 09 07.2
 KV5337;SPC NY L     -    33,701.001   277,457.766   MT  1.00001679   -0 10 25.9
 KV5337;SPC NY L     -   110,567.37    910,292.69   sFT  1.00001679   -0 10 25.9
 KV5337;UTM  18      - 4,480,166.710   562,239.180   MT  0.99964768   +0 28 35.6
 KV5337
 KV5337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5337!SPC NJ       -   1.00000483  x   0.99990485  =   0.99990968
 KV5337!SPC NY L     -   1.00000483  x   1.00001679  =   1.00002162
 KV5337!UTM  18      -   1.00000483  x   0.99964768  =   0.99965251
 KV5337
 KV5337:                Primary Azimuth Mark                     Grid Az
 KV5337:SPC NJ       -  BEACON 5A                                022 36 25.8
 KV5337:SPC NY L     -  BEACON 5A                                022 55 58.9
 KV5337:UTM  18      -  BEACON 5A                                022 16 57.4
 KV5337
 KV5337|---------------------------------------------------------------------|
 KV5337| PID    Reference Object                     Distance      Geod. Az  |
 KV5337|                                                           dddmmss.s |
 KV5337| KV5400 BEACON 5A                           APPROX. 3.1 KM 0224533.0 |
 KV5337| CB5362 MORGAN 2 RM 3                        17.800 METERS 14104     |
 KV5337| CB5360 MORGAN 2 RM 1                        10.018 METERS 23208     |
 KV5337| CB5361 MORGAN 2 RM 2                         5.166 METERS 29506     |
 KV5337|---------------------------------------------------------------------|
 KV5337
 KV5337                          SUPERSEDED SURVEY CONTROL
 KV5337
 KV5337  NAD 83(1996)-  40 28 11.45275(N)    074 15 56.90277(W) AD(       ) 3
 KV5337  NAD 83(1986)-  40 28 11.45405(N)    074 15 56.90000(W) AD(       ) 3
 KV5337  NAD 27      -  40 28 11.06900(N)    074 15 58.37800(W) AD(       ) 3
 KV5337
 KV5337.Superseded values are not recommended for survey control.
 KV5337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5337.See file dsdata.txt to determine how the superseded data were derived.
 KV5337
 KV5337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6223980167(NAD 83)
 KV5337
 KV5337  HISTORY     - Date     Condition        Report By
 KV5337  HISTORY     - 1855     MONUMENTED       COASUR
 KV5337  HISTORY     - 1926     GOOD             CGS
 KV5337  HISTORY     - 1930     GOOD             CGS
 KV5337  HISTORY     - 1931     SEE DESCRIPTION  CGS
 KV5337  HISTORY     - 1937     SEE DESCRIPTION  CGS
 KV5337  HISTORY     - 1955     MARK NOT FOUND   NJDCED
 KV5337
 KV5337                          STATION DESCRIPTION
 KV5337
 KV5337'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (RFS)
 KV5337'NO DESCRIPTION OR POSITION OF THIS STATION WAS AVAILABLE AND A
 KV5337'NEW DETERMINATION WAS MADE WHICH AGREED FAIRLY CLOSELY WITH THE
 KV5337'APPROXIMATE POSITION FURNISHED.
 KV5337'
 KV5337'THE DESCRIPTION OF THE RECOVERED STATION, WHICH IS ASSUMED TO
 KV5337'BE MORGAN 2, IS AS FOLLOWS--
 KV5337'
 KV5337'ON THE SMALL PLOT OF HIGH GROUND BETWEEN THE RAILROAD TRACKS
 KV5337'AND THE WATER, WHICH MAKES INTO A POINT ON THE S SIDE OF RARITAN
 KV5337'BAY.  IT LIES ABOUT 1 MILE S OF S AMBOY AND JUST NW OF THE TOWN
 KV5337'OF MORGAN.
 KV5337'
 KV5337'STATION IS MARKED BY A BOLT EMBEDDED IN A MASS OF CONCRETE
 KV5337'ABOUT 3 FEET IN DIAMETER AND FLUSH WITH THE SURFACE OF THE
 KV5337'GROUND.
 KV5337'
 KV5337'NO REFERENCE MARKS WERE ESTABLISHED AS IT IS ASSUMED THE
 KV5337'STATION BELONGS TO SOMEONE OTHER THAN THE U.S.C. AND G.S. AND
 KV5337'ADDITIONAL MARKS ESTABLISHED BY THIS SERVICE MIGHT CAUSE
 KV5337'CONFUSION.
 KV5337
 KV5337                          STATION RECOVERY (1930)
 KV5337
 KV5337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5337'STATION RECOVERED IN GOOD CONDITION.
 KV5337'
 KV5337'THE STATION IS MARKED BY A 1/2 INCH COPPER BOLT EMBEDDED FLUSH
 KV5337'WITH THE SURFACE OF A CONCRETE-FILLED 8-INCH TILE SET IN A 3-FOOT
 KV5337'CONCRETE MASS, THE WHOLE PROJECTING 1 INCH ABOVE GROUND.  THERE
 KV5337'IS A 1/2 BY 2-INCH FACE OF IRON EMBEDDED FLUSH WITH THE CONCRETE
 KV5337'WITHIN THE TILE JUST E OF THE CENTER.
 KV5337
 KV5337                          STATION RECOVERY (1931)
 KV5337
 KV5337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV5337'STATION RECOVERED IN GOOD CONDITION.
 KV5337'
 KV5337'IT IS A U.S. ENGINEERS STATION, THE NAME OF WHICH HAS NOT BEEN
 KV5337'ASCERTAINED.
 KV5337'
 KV5337'A COMPLETE DESCRIPTION FOLLOWS--THIS STATION IS ON THE RARITAN
 KV5337'BAY WATER-FRONT JUST NW OF THE SMALL TOWN OF MORGAN AND
 KV5337'APPROXIMATELY 1/2 MILE WESTERLY FROM CHEESEQUAKE CREEK.  IT IS
 KV5337'LOCATED ON A PROMINENT LONE KNOLL (25 FEET HIGH) JUST N OF THE
 KV5337'CENTRAL RAILROAD OF NEW JERSEY TRACKS AND 23 METERS INSHORE OF
 KV5337'HIGH-WATER LINE.
 KV5337
 KV5337                          STATION RECOVERY (1937)
 KV5337
 KV5337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937
 KV5337'LETTER OF MR. ANTON SCHAFFER, 527 HIGH STREET, PERTH AMBOY, NEW
 KV5337'JERSEY, 10/12/37--
 KV5337'
 KV5337'I WOULD CALL ATTENTION TO YOUR TRIANGULATION STATION LOCATED ON
 KV5337'THE S SIDE OF THE RARITAN BAY, NEAR A POINT CALLED CONOVER COVE,
 KV5337'WHICH IN TURN IS ABOUT A 1/4 MILE N OF THE BRIDGE CROSSING
 KV5337'CHEESEQUAKE CREEK.  THIS STATION IS ON A KNOLL ABOUT 20 FEET
 KV5337'IN HEIGHT.  THE U.S.C. AND G.S. DISK HAS BEEN REMOVED AND THE
 KV5337'FOUNDATION HAS BEEN EXPOSED BY EROSION AND IS IN DANGER OF BEING
 KV5337'DISTURBED.
 KV5337
 KV5337                          STATION RECOVERY (1955)
 KV5337
 KV5337'RECOVERY NOTE BY NJ CONS AND ECON DEV 1955 (HJH)
 KV5337'REPORT FROM NEW JERSEY DEPARTMENT OF CONSERVATION AND ECONOMIC
 KV5337'DEVELOPMENT, TRENTON, NEW JERSEY, DATED JANUARY 22, 1955--
 KV5337'
 KV5337'STATION WAS REPORTED AS HAVING BEEN DESTROYED BY WAVE ACTION
 KV5337'FROM RARITAN BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0634 ***********************************************************************
 KV0634  DESIGNATION -  MORRIS PLAINS
 KV0634  PID         -  KV0634
 KV0634  STATE/COUNTY-  NJ/MORRIS
 KV0634  USGS QUAD   -  MORRISTOWN (1981)
 KV0634
 KV0634                         *CURRENT SURVEY CONTROL
 KV0634  ___________________________________________________________________
 KV0634* NAD 83(1986)-  40 49 29.     (N)    074 28 52.     (W)     SCALED    
 KV0634* NAVD 88     -       121.354  (meters)     398.14   (feet)  ADJUSTED  
 KV0634  ___________________________________________________________________
 KV0634  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV0634  DYNAMIC HT  -         121.301 (meters)     397.97  (feet)  COMP
 KV0634  MODELED GRAV-     980,185.7   (mgal)                       NAVD 88
 KV0634
 KV0634  VERT ORDER  -  SECOND    CLASS 0
 KV0634
 KV0634.The horizontal coordinates were scaled from a topographic map and have
 KV0634.an estimated accuracy of +/- 6 seconds.
 KV0634
 KV0634.The orthometric height was determined by differential leveling
 KV0634.and adjusted by the National Geodetic Survey in June 1991..
 KV0634
 KV0634.The geoid height was determined by GEOID03.
 KV0634
 KV0634.The dynamic height is computed by dividing the NAVD 88
 KV0634.geopotential number by the normal gravity value computed on the
 KV0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0634.degrees latitude (g = 980.6199 gals.).
 KV0634
 KV0634.The modeled gravity was interpolated from observed gravity values.
 KV0634
 KV0634;                    North         East    Units  Estimated Accuracy
 KV0634;SPC NJ       -   221,090.      151,590.      MT  (+/- 180 meters Scaled)
 KV0634
 KV0634                          SUPERSEDED SURVEY CONTROL
 KV0634
 KV0634  NGVD 29 (??/??/??)  121.620  (m)          399.01   (f) ADJUSTED    2 0
 KV0634
 KV0634.Superseded values are not recommended for survey control.
 KV0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0634.See file dsdata.txt to determine how the superseded data were derived.
 KV0634
 KV0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL437194(NAD 83)
 KV0634_MARKER: DB = BENCH MARK DISK
 KV0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0634_SP_SET: CONCRETE POST
 KV0634_STAMPING: MORRIS PLAINS 1935
 KV0634_MARK LOGO: CGS   
 KV0634_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0634+STABILITY: SURFACE MOTION
 KV0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0634+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2004
 KV0634
 KV0634  HISTORY     - Date     Condition        Report By
 KV0634  HISTORY     - 1935     MONUMENTED       CGS
 KV0634  HISTORY     - 1935     GOOD             CGS
 KV0634  HISTORY     - 1988     GOOD             USPSQD
 KV0634  HISTORY     - 19910709 GOOD             NJGS
 KV0634  HISTORY     - 19960414 GOOD             USPSQD
 KV0634  HISTORY     - 20040827 GOOD             STEWRT
 KV0634
 KV0634                          STATION DESCRIPTION
 KV0634
 KV0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0634'2 MI N FROM MORRISTOWN.
 KV0634'2.0 MILES NORTH ALONG THE DELAWARE, LACKWANNA AND WESTERN RAILROAD
 KV0634'FROM THE MORRIS STREET UNDERPASS AT MORRISTOWN, MORRIS COUNTY,
 KV0634'AT THE SOUTHEAST CORNER OF THE MORRIS PLAINS SCHOOL YARD, 34
 KV0634'FEET WEST OF THE CENTERLINE OF SPEEDWELL AVENUE, AND 5 FEET
 KV0634'WEST OF THE SIDEWALK.  A STANDARD DISK, STAMPED MORRIS PLAINS
 KV0634'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE DELAWARE,
 KV0634'LACKAWANNA AND WESTERN RAILROAD IS NOW ERIE LACKAWANNA RAILROAD.
 KV0634'THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV0634
 KV0634                          STATION RECOVERY (1988)
 KV0634
 KV0634'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 KV0634'RECOVERED IN GOOD CONDITION.
 KV0634
 KV0634                          STATION RECOVERY (1991)
 KV0634
 KV0634'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV0634'THE STATION IS LOCATED IN THE BOROUGH OF MORRIS PLAINS IN MORRIS
 KV0634'COUNTY ON THE NORTHWEST SIDE OF SPEEDWELL AVENUE, U.S. HIGHWAY 202,
 KV0634'NEAR THE SOUTH PROPERTY LINE OF MORRIS PLAINS BOROUGH SCHOOL.  TO
 KV0634'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 287
 KV0634'NORTHBOUND EXIT RAMP AND STATE HIGHWAY 24, SOUTH STREET, GO WEST ON
 KV0634'SOUTH STREET FOR 1.1 MI (1.8 KM) TO THE INTERSECTION WITH SOUTH PARK
 KV0634'PLACE.  BEAR TO THE RIGHT AND GO NORTH, THEN WEST ON SOUTH PARK PLACE
 KV0634'FOR 0.25 MI (0.40 KM) TO A WHY JUNCTION WITH SPEEDWELL AVENUE ON THE
 KV0634'RIGHT. BEAR TO THE RIGHT AND GO 1.95 MI (3.14 KM) NORTHWEST ON
 KV0634'SPEEDWELL AVENUE TO THE MORRIS PLAINS BOROUGH SCHOOL AND THE STATION
 KV0634'ON THE LEFT. THE STATION IS 17.0 FT (5.2 M) NORTHWEST FROM THE WEST
 KV0634'CURB OF SPEEDWELL AVENUE, 15.5 FT (4.7 M) NORTHWEST FROM POLE NUMBER
 KV0634'JC 234 MPB, 48.5 FT (14.8 M) SOUTHWEST FROM THE CENTERLINE OF THE
 KV0634'SOUTH ENTRANCE OF A SEMI CIRCULAR PAVED DRIVE FOR THE MORRIS PLAINS
 KV0634'BOROUGH SCHOOL AND 18.5 FT (5.6 M) SOUTHWEST FROM A 15 INCH DIAMETER
 KV0634'MAPLE TREE. THE STATION, A STANDARD BENCHMARK DISK, STAMPED MORRIS
 KV0634'PLAINS 1935, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 KV0634'PROJECTS 1.0 FT (0.3 M) ABOVE THE GROUND.
 KV0634
 KV0634                          STATION RECOVERY (1996)
 KV0634
 KV0634'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV0634'RECOVERED IN GOOD CONDITION.
 KV0634
 KV0634                          STATION RECOVERY (2004)
 KV0634
 KV0634'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2004 (JMS)
 KV0634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0638 ***********************************************************************
 KV0638  DESIGNATION -  MORRISTOWN
 KV0638  PID         -  KV0638
 KV0638  STATE/COUNTY-  NJ/MORRIS
 KV0638  USGS QUAD   -  MORRISTOWN (1981)
 KV0638
 KV0638                         *CURRENT SURVEY CONTROL
 KV0638  ___________________________________________________________________
 KV0638* NAD 83(1986)-  40 47 47.     (N)    074 28 28.     (W)     SCALED    
 KV0638* NAVD 88     -        99.490  (meters)     326.41   (feet)  ADJUSTED  
 KV0638  ___________________________________________________________________
 KV0638  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV0638  DYNAMIC HT  -          99.446 (meters)     326.27  (feet)  COMP
 KV0638  MODELED GRAV-     980,187.2   (mgal)                       NAVD 88
 KV0638
 KV0638  VERT ORDER  -  SECOND    CLASS 0
 KV0638
 KV0638.The horizontal coordinates were scaled from a topographic map and have
 KV0638.an estimated accuracy of +/- 6 seconds.
 KV0638
 KV0638.The orthometric height was determined by differential leveling
 KV0638.and adjusted by the National Geodetic Survey in June 1991..
 KV0638
 KV0638.The geoid height was determined by GEOID03.
 KV0638
 KV0638.The dynamic height is computed by dividing the NAVD 88
 KV0638.geopotential number by the normal gravity value computed on the
 KV0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0638.degrees latitude (g = 980.6199 gals.).
 KV0638
 KV0638.The modeled gravity was interpolated from observed gravity values.
 KV0638
 KV0638;                    North         East    Units  Estimated Accuracy
 KV0638;SPC NJ       -   217,940.      152,160.      MT  (+/- 180 meters Scaled)
 KV0638
 KV0638                          SUPERSEDED SURVEY CONTROL
 KV0638
 KV0638  NGVD 29 (??/??/??)   99.768  (m)          327.32   (f) ADJUSTED    2 0
 KV0638
 KV0638.Superseded values are not recommended for survey control.
 KV0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0638.See file dsdata.txt to determine how the superseded data were derived.
 KV0638
 KV0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL443162(NAD 83)
 KV0638_MARKER: DB = BENCH MARK DISK
 KV0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0638_STAMPING: MORRISTOWN 1935
 KV0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0638+STABILITY: SURFACE MOTION
 KV0638
 KV0638  HISTORY     - Date     Condition        Report By
 KV0638  HISTORY     - 1935     MONUMENTED       CGS
 KV0638  HISTORY     - 1960     GOOD             CGS
 KV0638  HISTORY     - 1985     GOOD             USPSQD
 KV0638  HISTORY     - 1985     GOOD             USPSQD
 KV0638  HISTORY     - 19950906 GOOD             USPSQD
 KV0638
 KV0638                          STATION DESCRIPTION
 KV0638
 KV0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV0638'AT MORRISTOWN.
 KV0638'AT MORRISTOWN, MORRIS COUNTY, 800 FEET SOUTHWEST OF THE
 KV0638'DELAWARE, LACKWANNA AND WESTERN RAILROAD STATION, AT A SMALL
 KV0638'PARK, AND 50 FEET NORTHWEST OF THE MORRIS STREET UNDERPASS, AND
 KV0638'SET IN THE TOP OF A CONCRETE POST.  NOTE-- AREA IN WHICH IT IS
 KV0638'DESCRIBED LOOKS AS IF IS HAS BEEN WORKED ON AND PLANTED RECENTLY.
 KV0638'NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW
 KV0638'THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE
 KV0638'ERIE LACKAWANNA RAILROAD.
 KV0638
 KV0638                          STATION RECOVERY (1985)
 KV0638
 KV0638'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0638'CHANGE DIRECTION AT MORRISTOWN N.J., ABOUT 300 FEET SOUTHWEST OF
 KV0638'RAILROAD STATION. IN A SMALL ISLAND AT MORRISTOWN N.J., ABOUT 300
 KV0638'FEET SOUTHWEST OF RAILROAD STATION. IN A SMALL ISLAND COMBINATION
 KV0638'PARK AND PARKING AREA. SPANISH AMERICAN WAR MONUMENT, SET IN TOP OF
 KV0638'CONCRETE POST 8 INCHES IN DIAMETER ENCASED BY TILE PIPE OF SOUTHWEST
 KV0638'SIDE OF PARK. NINE FEET NORTHWEST OF A FIRE PLUG. LOCATED ON ELM
 KV0638'STREET AT THE FRONT OF LAST PARKING SPACE . NOTE: ERIE LACKAWANNA
 KV0638'RAILROAD IS NOW NJ TRANSIT.
 KV0638
 KV0638                          STATION RECOVERY (1985)
 KV0638
 KV0638'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0638'IT IS LOCATED ON THE SOUTHWEST SIDE OF MORRIS STREET IN A SMALL PARK
 KV0638'FEATURING A LIFE SIZE STATUE OF A SOLDIER ON A PEDESTAL. THE RAILROAD
 KV0638'STATION AND OVERPASS IS NOW THAT OF THE NJ TRANSIT.
 KV0638
 KV0638                          STATION RECOVERY (1995)
 KV0638
 KV0638'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU4043 ***********************************************************************
 KU4043  DESIGNATION -  MORROW
 KU4043  PID         -  KU4043
 KU4043  STATE/COUNTY-  NJ/BERGEN
 KU4043  USGS QUAD   -  YONKERS (1979)
 KU4043
 KU4043                         *CURRENT SURVEY CONTROL
 KU4043  ___________________________________________________________________
 KU4043* NAD 83(1996)-  40 54 26.60403(N)    073 58 58.01808(W)     ADJUSTED  
 KU4043* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 KU4043  ___________________________________________________________________
 KU4043  LAPLACE CORR-           7.96  (seconds)                    DEFLEC99
 KU4043  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 KU4043
 KU4043  HORZ ORDER  -  SECOND
 KU4043
 KU4043.The horizontal coordinates were established by classical geodetic methods
 KU4043.and adjusted by the National Geodetic Survey in September 1999..
 KU4043
 KU4043.The orthometric height was scaled from a topographic map.
 KU4043
 KU4043.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4043
 KU4043.The geoid height was determined by GEOID03.
 KU4043
 KU4043;                    North         East     Units Scale Factor Converg.
 KU4043;SPC NJ       -   230,392.762   193,572.745   MT  0.99992336   +0 20 19.3
 KU4043;SPC NJ       -   755,880.25    635,079.91   sFT  0.99992336   +0 20 19.3
 KU4043;SPC NY L     -    82,255.115   301,450.591   MT  0.99999540   +0 00 40.5
 KU4043;SPC NY L     -   269,865.32    989,009.15   sFT  0.99999540   +0 00 40.5
 KU4043;UTM  18      - 4,528,974.578   585,669.806   MT  0.99969033   +0 39 58.2
 KU4043
 KU4043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4043!SPC NJ       -   1.00000187  x   0.99992336  =   0.99992523
 KU4043!SPC NY L     -   1.00000187  x   0.99999540  =   0.99999727
 KU4043!UTM  18      -   1.00000187  x   0.99969033  =   0.99969220
 KU4043
 KU4043|---------------------------------------------------------------------|
 KU4043| PID    Reference Object                     Distance      Geod. Az  |
 KU4043|                                                           dddmmss.s |
 KU4043| CB6291 MORROW RM 1                           1.446 METERS 08856     |
 KU4043| KU4046 ENGLEWOOD                           APPROX. 2.8 KM 1110111.3 |
 KU4043| CB6258 MADONNA CHURCH                                     1762409.5 |
 KU4043| CB6292 MORROW RM 2                           4.344 METERS 26119     |
 KU4043| CB6293 MORROW RM 3                           1.319 METERS 35151     |
 KU4043|---------------------------------------------------------------------|
 KU4043
 KU4043                          SUPERSEDED SURVEY CONTROL
 KU4043
 KU4043  NAD 83(1996)-  40 54 26.60400(N)    073 58 58.01809(W) AD(       ) 2
 KU4043  NAD 83(1996)-  40 54 26.60355(N)    073 58 58.01940(W) AD(       ) 2
 KU4043  NAD 83(1992)-  40 54 26.60106(N)    073 58 58.02047(W) AD(       ) 2
 KU4043  NAD 83(1986)-  40 54 26.60525(N)    073 58 58.01716(W) AD(       ) 2
 KU4043  NAD 27      -  40 54 26.24300(N)    073 58 59.52100(W) AD(       ) 2
 KU4043
 KU4043.Superseded values are not recommended for survey control.
 KU4043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4043.See file dsdata.txt to determine how the superseded data were derived.
 KU4043
 KU4043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8567028975(NAD 83)
 KU4043_MARKER: DS = TRIANGULATION STATION DISK
 KU4043_SETTING: 0 = UNSPECIFIED SETTING
 KU4043
 KU4043  HISTORY     - Date     Condition        Report By
 KU4043  HISTORY     - 1933     MONUMENTED       CGS
 KU4043  HISTORY     - 1937     GOOD             CGS
 KU4043  HISTORY     - 19920205 MARK NOT FOUND   NJGS
 KU4043
 KU4043                          STATION DESCRIPTION
 KU4043
 KU4043'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JB)
 KU4043'STATION IS A STANDARD DISK SET IN CONCRETE PAT ON TOP OF
 KU4043'SUPERSTRUCTURE OF THE DWIGHT MORROW HIGH SCHOOL, LOCATED AT ENGLEWOOD.
 KU4043'
 KU4043'REFERENCE MARK NOS.1, 2, AND 3 ARE STANDARD DISKS SET IN FANCY
 KU4043'COPING AROUND EDGE OF SUPERSTRUCTURE.
 KU4043'
 KU4043'AZIMUTH MARK IS CROSS ON CHURCH SPIRE OF THE MADONNA CHURCH AT
 KU4043'FORT LEE.
 KU4043
 KU4043                          STATION RECOVERY (1937)
 KU4043
 KU4043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (CDM)
 KU4043'STATION RECOVERED.
 KU4043
 KU4043                          STATION RECOVERY (1992)
 KU4043
 KU4043'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KU4043'THE STATION WAS NOT RECOVERED AFTER A HALF HOUR SEARCH BY A ONE MAN
 KU4043'PARTY.  THE ORIGINAL DESCRIPTION APPEARS TO BE TOO VAGUE TO LOCATE THE
 KU4043'MARK.  THE ONLY HIGH PART OF THE ORIGINAL SCHOOL BUILDING IS THE BELL
 KU4043'TOWER.  ACCESS TO THE TOWER IS ONLY AS FAR AS THE BASE OF THE TOWER,
 KU4043'WHICH IS ABOUT LEVEL WITH THE SLOPED ROOF OF THE SCHOOL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4917 ***********************************************************************
 KV4917  DESIGNATION -  MORTAR BATTERY USCA 1940
 KV4917  PID         -  KV4917
 KV4917  STATE/COUNTY-  NJ/MONMOUTH
 KV4917  USGS QUAD   -  SANDY HOOK (1981)
 KV4917
 KV4917                         *CURRENT SURVEY CONTROL
 KV4917  ___________________________________________________________________
 KV4917* NAD 83(1996)-  40 27 41.40343(N)    074 00 02.18760(W)     ADJUSTED  
 KV4917* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KV4917  ___________________________________________________________________
 KV4917  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 KV4917  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV4917
 KV4917  HORZ ORDER  -  SECOND
 KV4917
 KV4917.The horizontal coordinates were established by classical geodetic methods
 KV4917.and adjusted by the National Geodetic Survey in September 1999..
 KV4917
 KV4917.The orthometric height was scaled from a topographic map.
 KV4917
 KV4917.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4917
 KV4917.The geoid height was determined by GEOID03.
 KV4917
 KV4917;                    North         East     Units Scale Factor Converg.
 KV4917;SPC NJ       -   180,873.698   192,352.411   MT  0.99992207   +0 19 26.7
 KV4917;SPC NJ       -   593,416.46    631,076.20   sFT  0.99992207   +0 19 26.7
 KV4917;UTM  18      - 4,479,460.931   584,731.444   MT  0.99968837   +0 38 54.9
 KV4917
 KV4917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4917!SPC NJ       -   1.00000451  x   0.99992207  =   0.99992658
 KV4917!UTM  18      -   1.00000451  x   0.99968837  =   0.99969288
 KV4917
 KV4917                          SUPERSEDED SURVEY CONTROL
 KV4917
 KV4917  NAD 83(1996)-  40 27 41.40338(N)    074 00 02.18751(W) AD(       ) 2
 KV4917  NAD 83(1986)-  40 27 41.40225(N)    074 00 02.18661(W) AD(       ) 2
 KV4917  NAD 27      -  40 27 41.01400(N)    074 00 03.68700(W) AD(       ) 2
 KV4917
 KV4917.Superseded values are not recommended for survey control.
 KV4917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4917.See file dsdata.txt to determine how the superseded data were derived.
 KV4917
 KV4917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8473179461(NAD 83)
 KV4917_MARKER: DD = SURVEY DISK
 KV4917_SETTING: 0 = UNSPECIFIED SETTING
 KV4917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4917
 KV4917  HISTORY     - Date     Condition        Report By
 KV4917  HISTORY     - 1940     MONUMENTED       LOCENG
 KV4917  HISTORY     - 19950830 MARK NOT FOUND   USPSQD
 KV4917
 KV4917                          STATION DESCRIPTION
 KV4917
 KV4917'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (CIA)
 KV4917'STATION IS MARKED BY A USCA DISK SET IN THE TOP OF A CONCRETE
 KV4917'MONUMENT.  IT IS JUST NORTH OF THE OLD MORTAR BATTERY BC.
 KV4917
 KV4917                          STATION RECOVERY (1995)
 KV4917
 KV4917'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7155 ***********************************************************************
 DF7155  DESIGNATION -  MOTOWN
 DF7155  PID         -  DF7155
 DF7155  STATE/COUNTY-  NJ/MORRIS
 DF7155  USGS QUAD   -  MORRISTOWN (1981)
 DF7155
 DF7155                         *CURRENT SURVEY CONTROL
 DF7155  ___________________________________________________________________
 DF7155* NAD 83(1996)-  40 47 32.79102(N)    074 25 32.95863(W)     ADJUSTED  
 DF7155* NAVD 88     -        57.603  (meters)     188.99   (feet)  ADJUSTED  
 DF7155  ___________________________________________________________________
 DF7155  X           -   1,298,316.445 (meters)                     COMP
 DF7155  Y           -  -4,658,151.012 (meters)                     COMP
 DF7155  Z           -   4,145,016.190 (meters)                     COMP
 DF7155  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 DF7155  ELLIP HEIGHT-          24.77  (meters)          (06/06/05) GPS OBS
 DF7155  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 DF7155  DYNAMIC HT  -          57.578 (meters)     188.90  (feet)  COMP
 DF7155  MODELED GRAV-     980,190.8   (mgal)                       NAVD 88
 DF7155
 DF7155  HORZ ORDER  -  B
 DF7155  VERT ORDER  -  SECOND    CLASS II
 DF7155  ELLP ORDER  -  THIRD     CLASS I
 DF7155
 DF7155.The horizontal coordinates were established by GPS observations
 DF7155.and adjusted by the NEW JERSEY GEODETIC SURVEY in June 2005..
 DF7155
 DF7155.The orthometric height was determined by differential leveling
 DF7155.and adjusted by the National Geodetic Survey in March 2005..
 DF7155
 DF7155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7155
 DF7155.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7155
 DF7155.The ellipsoidal height was determined by GPS observations
 DF7155.and is referenced to NAD 83.
 DF7155
 DF7155.The geoid height was determined by GEOID03.
 DF7155
 DF7155.The dynamic height is computed by dividing the NAVD 88
 DF7155.geopotential number by the normal gravity value computed on the
 DF7155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7155.degrees latitude (g = 980.6199 gals.).
 DF7155
 DF7155.The modeled gravity was interpolated from observed gravity values.
 DF7155
 DF7155;                    North         East     Units Scale Factor Converg.
 DF7155;SPC NJ       -   217,502.801   156,259.904   MT  0.99990048   +0 02 54.5
 DF7155;SPC NJ       -   713,590.44    512,662.70   sFT  0.99990048   +0 02 54.5
 DF7155;UTM  18      - 4,515,875.141   548,440.548   MT  0.99962888   +0 22 30.5
 DF7155
 DF7155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7155!SPC NJ       -   0.99999611  x   0.99990048  =   0.99989659
 DF7155!UTM  18      -   0.99999611  x   0.99962888  =   0.99962500
 DF7155
 DF7155                          SUPERSEDED SURVEY CONTROL
 DF7155
 DF7155  NAVD 88 (06/06/05)   57.60   (m)          189.0    (f) LEVELING    3  
 DF7155
 DF7155.Superseded values are not recommended for survey control.
 DF7155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7155.See file dsdata.txt to determine how the superseded data were derived.
 DF7155
 DF7155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4844115875(NAD 83)
 DF7155_MARKER: I = METAL ROD
 DF7155_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF7155_STAMPING: MOTOWN 2002
 DF7155_MARK LOGO: NGS   
 DF7155_PROJECTION: RECESSED 10 CENTIMETERS
 DF7155_MAGNETIC: I = MARKER IS A STEEL ROD
 DF7155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7155+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 DF7155_ROD/PIPE-DEPTH:  9.1 meters
 DF7155_SLEEVE-DEPTH  :  0.9 meters
 DF7155
 DF7155  HISTORY     - Date     Condition        Report By
 DF7155  HISTORY     - 20021016 MONUMENTED       NJGS
 DF7155  HISTORY     - 20050411 GOOD             NJGS
 DF7155
 DF7155                          STATION DESCRIPTION
 DF7155
 DF7155'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DF7155'THE STATION IS LOCATED IN HANOVER TOWNSHIP, AT THE NORTHEAST JUNCTION
 DF7155'OF STATE ROUTE
 DF7155'24 AND COUNTY ROUTE 510, COLUMBIA ROAD.  THE STATION IS ABOUT 0.1 MI
 DF7155'WEST OF AIRPORT ROAD
 DF7155'(THE ENTRANCE ROAD TO THE MORRISTOWN MUNICIPAL AIRPORT (MMU).
 DF7155' 
 DF7155'THE STATION IS SET ON THE NORTH SIDE OF COLUMBIA TURNPIKE (COUNTY ROAD
 DF7155'510), IN THE
 DF7155'APPROXIMATE CENTER OF THE GRASS AREA FORMED BY COUNTY ROAD 510 TO THE
 DF7155'SOUTH, THE
 DF7155'ENTRANE RAMP TO WESTBOUND STATE ROUTE 24 TO THE EAST AND THE EXIT RAMP
 DF7155'FROM WEST
 DF7155'BOUND STATE ROUTE 24 LEADING TO COUNTY ROAD 510 TO THE WEST.
 DF7155' 
 DF7155'TO REACH THE STATION FROM EXIT 37 OF INTERSTATE HIGHWAY 287, GO EAST
 DF7155'ON STATE ROUTE 24
 DF7155'FOR 1.7 MI TO EXIT 2B (COUNTY ROAD 510) TOWARD FLORHAM PARK, PASS
 DF7155'UNDER ROUTE 24 TO THE
 DF7155'TRAFFIC LIGHT LEADING TO THE AIRPORT ON THE LEFT, TURN LEFT AND MAKE A
 DF7155'U-TURN BACK TO
 DF7155'WESTBOUND COUNTY ROAD 510, GO ABOUT 0.1 MI TO THE STATION ON THE
 DF7155'RIGHT.
 DF7155' 
 DF7155'THE STATION IS 29.5 M NORTHEAST OF THE NORTHEAST CURB OF ROUTE 510,
 DF7155'16.9 M WEST
 DF7155'SOUTHWEST OF THE SOUTHWEST CURB OF THE RAMP TO WEST BOUND ROUTE 24,
 DF7155'18.5 M
 DF7155'SOUTHEAST OF THE SOUTHEAST CURB OF THE RAMP FROM WESTBOUND 24 ONTO
 DF7155'ROUTE 510, 15.2
 DF7155'NORTH NORTHEAST OF THE CENTER OF AN INLET, 26.0 M SOUTHWEST OF LIGHT
 DF7155'POLE D3152, 44.4 M
 DF7155'NORTHWEST OF LIGHT POLE NUMBER D5183 ON THE NORTH SIDE COUNTY ROAD 510
 DF7155'NEAR THE NOSE
 DF7155'OF THE ISLAND, 25.9 M NORTH NORTHEAST OF LIGHT POLE D6184, 0.5 M SOUTH
 DF7155'OF A METAL WITNESS
 DF7155'SIGN AND POST.
 DF7155'
 DF7155
 DF7155                          STATION RECOVERY (2005)
 DF7155
 DF7155'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2005 (ECB)
 DF7155'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3009 ***********************************************************************
 JU3009  DESIGNATION -  MT HOLLY COLE HOSIERY MILL STK
 JU3009  PID         -  JU3009
 JU3009  STATE/COUNTY-  NJ/BURLINGTON
 JU3009  USGS QUAD   -  MOUNT HOLLY (1981)
 JU3009
 JU3009                         *CURRENT SURVEY CONTROL
 JU3009  ___________________________________________________________________
 JU3009* NAD 83(1996)-  39 59 19.02256(N)    074 48 02.20523(W)     ADJUSTED  
 JU3009* NAVD 88     -                                                        
 JU3009  ___________________________________________________________________
 JU3009  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 JU3009  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JU3009
 JU3009  HORZ ORDER  -  THIRD
 JU3009
 JU3009.The horizontal coordinates were established by classical geodetic methods
 JU3009.and adjusted by the National Geodetic Survey in September 1999..
 JU3009
 JU3009
 JU3009.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3009
 JU3009.The geoid height was determined by GEOID03.
 JU3009
 JU3009;                    North         East     Units Scale Factor Converg.
 JU3009;SPC NJ       -   128,293.950   124,327.819   MT  0.99990811   -0 11 35.5
 JU3009;SPC NJ       -   420,911.07    407,898.85   sFT  0.99990811   -0 11 35.5
 JU3009;SPC PA S     -    76,965.288   851,852.496   MT  0.99999182   +1 54 48.8
 JU3009;SPC PA S     -   252,510.28  2,794,786.06   sFT  0.99999182   +1 54 48.8
 JU3009;UTM  18      - 4,426,512.894   517,022.483   MT  0.99960357   +0 07 41.3
 JU3009
 JU3009                          SUPERSEDED SURVEY CONTROL
 JU3009
 JU3009  NAD 83(1986)-  39 59 19.01751(N)    074 48 02.20525(W) AD(       ) 4
 JU3009  NAD 27      -  39 59 18.61400(N)    074 48 03.62200(W) AD(       ) 3
 JU3009
 JU3009.Superseded values are not recommended for survey control.
 JU3009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3009.See file dsdata.txt to determine how the superseded data were derived.
 JU3009
 JU3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1702226513(NAD 83)
 JU3009_MARKER: 63 = STACK
 JU3009
 JU3009  HISTORY     - Date     Condition        Report By
 JU3009  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3009  HISTORY     - 1947     GOOD             CGS
 JU3009  HISTORY     - 20060501 GOOD             GEOCAC
 JU3009
 JU3009                          STATION DESCRIPTION
 JU3009
 JU3009'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3009'THIS STATION IS THE CENTER OF THE YELLOW BRICK STACK AT THE
 JU3009'COLE HOSIERY MILLS BETWEEN WASHINGTON STREET AND THE
 JU3009'PENNSYLVANIA RAILROAD W OF CARLTON STREET.  THE STACK IS ABOUT
 JU3009'100 FEET HIGH WITH SLIGHT CORBEL AT TOP.  IT IS AT THE SW CORNER
 JU3009'OF THE PLANT.
 JU3009
 JU3009                          STATION RECOVERY (1947)
 JU3009
 JU3009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 JU3009'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 JU3009'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGE--CHANGE COLE HOSIERY
 JU3009'MILLS TO ARROW SAFETY CORPORATION.
 JU3009
 JU3009                          STATION RECOVERY (2006)
 JU3009
 JU3009'RECOVERY NOTE BY GEOCACHING 2006 (APC)
 JU3009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3010 ***********************************************************************
 JU3010  DESIGNATION -  MT HOLLY FIRST ME CHURCH SPIRE
 JU3010  PID         -  JU3010
 JU3010  STATE/COUNTY-  NJ/BURLINGTON
 JU3010  USGS QUAD   -  MOUNT HOLLY (1981)
 JU3010
 JU3010                         *CURRENT SURVEY CONTROL
 JU3010  ___________________________________________________________________
 JU3010* NAD 83(1996)-  39 59 41.60980(N)    074 47 12.50110(W)     ADJUSTED  
 JU3010* NAVD 88     -                                                        
 JU3010  ___________________________________________________________________
 JU3010  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 JU3010  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JU3010
 JU3010  HORZ ORDER  -  THIRD
 JU3010
 JU3010.The horizontal coordinates were established by classical geodetic methods
 JU3010.and adjusted by the National Geodetic Survey in September 1999..
 JU3010
 JU3010
 JU3010.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3010
 JU3010.The geoid height was determined by GEOID03.
 JU3010
 JU3010;                    North         East     Units Scale Factor Converg.
 JU3010;SPC NJ       -   128,986.654   125,509.148   MT  0.99990738   -0 11 03.6
 JU3010;SPC NJ       -   423,183.71    411,774.60   sFT  0.99990738   -0 11 03.6
 JU3010;SPC PA S     -    77,701.013   853,007.658   MT  0.99999094   +1 55 21.0
 JU3010;SPC PA S     -   254,924.07  2,798,575.96   sFT  0.99999094   +1 55 21.0
 JU3010;UTM  18      - 4,427,212.000   518,199.551   MT  0.99960408   +0 08 13.3
 JU3010
 JU3010                          SUPERSEDED SURVEY CONTROL
 JU3010
 JU3010  NAD 83(1986)-  39 59 41.60541(N)    074 47 12.50107(W) AD(       ) 4
 JU3010  NAD 27      -  39 59 41.19800(N)    074 47 13.91500(W) AD(       ) 3
 JU3010
 JU3010.Superseded values are not recommended for survey control.
 JU3010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3010.See file dsdata.txt to determine how the superseded data were derived.
 JU3010
 JU3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1820027212(NAD 83)
 JU3010_MARKER: 90 = CHURCH SPIRE
 JU3010
 JU3010  HISTORY     - Date     Condition        Report By
 JU3010  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3010  HISTORY     - 1947     GOOD             CGS
 JU3010  HISTORY     - 20060501 GOOD             GEOCAC
 JU3010
 JU3010                          STATION DESCRIPTION
 JU3010
 JU3010'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3010'THIS STATION IS THE TIP OF THE SPIRE OF THE FIRST METHODIST
 JU3010'EPISCOPAL CHURCH BETWEEN MAIN STREET AND BUTTONWOOD STREET ON N
 JU3010'SIDE OF AN UNNAMED STREET BETWEEN GARDEN AND MILL STREETS.  THE
 JU3010'CHURCH IS A BROWN STONE BUILDING WITH A BROWN STONE BELFRY ON
 JU3010'SW CORNER.  ABOVE THE BELFRY IS A SQUARE SLATE-COVERED SPIRE
 JU3010'WITH A FANCY CARVED BROWN WOOD TIP.  THE CHURCH WAS ERECTED IN
 JU3010'1883.
 JU3010
 JU3010                          STATION RECOVERY (1947)
 JU3010
 JU3010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 JU3010'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU3010'IS ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES--
 JU3010'
 JU3010'1.  CHANGE MAIN STREET TO HIGH STREET.
 JU3010'
 JU3010'2.  CHANGE UNNAMED STREET TO BRAINERD STREET.
 JU3010
 JU3010                          STATION RECOVERY (2006)
 JU3010
 JU3010'RECOVERY NOTE BY GEOCACHING 2006 (APC)
 JU3010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5675 ***********************************************************************
 KV5675  DESIGNATION -  MT HOLLY RESET
 KV5675  PID         -  KV5675
 KV5675  STATE/COUNTY-  NJ/BURLINGTON
 KV5675  USGS QUAD   -  BRISTOL (1981)
 KV5675
 KV5675                         *CURRENT SURVEY CONTROL
 KV5675  ___________________________________________________________________
 KV5675* NAD 83(1996)-  40 00 09.11051(N)    074 47 18.07421(W)     ADJUSTED  
 KV5675* NAVD 88     -        54.9    (meters)     180.     (feet)  VERTCON   
 KV5675  ___________________________________________________________________
 KV5675  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 KV5675  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KV5675
 KV5675  HORZ ORDER  -  FIRST
 KV5675
 KV5675.The horizontal coordinates were established by classical geodetic methods
 KV5675.and adjusted by the National Geodetic Survey in September 1999..
 KV5675
 KV5675.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5675
 KV5675.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5675
 KV5675.The geoid height was determined by GEOID03.
 KV5675
 KV5675;                    North         East     Units Scale Factor Converg.
 KV5675;SPC NJ       -   129,835.200   125,379.697   MT  0.99990746   -0 11 07.3
 KV5675;SPC NJ       -   425,967.65    411,349.89   sFT  0.99990746   -0 11 07.3
 KV5675;SPC PA S     -    78,544.297   852,847.087   MT  0.99998990   +1 55 17.4
 KV5675;SPC PA S     -   257,690.75  2,798,049.15   sFT  0.99998990   +1 55 17.4
 KV5675;UTM  18      - 4,428,059.550   518,065.384   MT  0.99960402   +0 08 09.8
 KV5675
 KV5675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5675!SPC NJ       -   0.99999650  x   0.99990746  =   0.99990396
 KV5675!SPC PA S     -   0.99999650  x   0.99998990  =   0.99998640
 KV5675!UTM  18      -   0.99999650  x   0.99960402  =   0.99960052
 KV5675
 KV5675:                Primary Azimuth Mark                     Grid Az
 KV5675:SPC NJ       -  2818                                     085 30 24.0
 KV5675:SPC PA S     -  2818                                     083 23 59.3
 KV5675:UTM  18      -  2818                                     085 11 06.9
 KV5675
 KV5675|---------------------------------------------------------------------|
 KV5675| PID    Reference Object                     Distance      Geod. Az  |
 KV5675|                                                           dddmmss.s |
 KV5675| CB5363 2818                                               0851916.7 |
 KV5675| CB5364 MT HOLLY RM 1                        16.551 METERS 09913     |
 KV5675| CB5365 MT HOLLY RM 2                        28.660 METERS 24727     |
 KV5675| CF3187 S 27247                                            30915     |
 KV5675| KV5751 AIRWAY BEACON 70                    APPROX.13.5 KM 3172444.7 |
 KV5675|---------------------------------------------------------------------|
 KV5675
 KV5675                          SUPERSEDED SURVEY CONTROL
 KV5675
 KV5675  NAD 83(1986)-  40 00 09.10546(N)    074 47 18.07391(W) AD(       ) 1
 KV5675  NAD 27      -  40 00 08.70500(N)    074 47 19.49000(W) AD(       ) 1
 KV5675  NGVD 29 (07/19/86)   55.3    (m)          181.     (f) VERT ANG       
 KV5675
 KV5675.Superseded values are not recommended for survey control.
 KV5675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5675.See file dsdata.txt to determine how the superseded data were derived.
 KV5675
 KV5675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1806528060(NAD 83)
 KV5675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5675+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005
 KV5675
 KV5675  HISTORY     - Date     Condition        Report By
 KV5675  HISTORY     - 1976     MONUMENTED       NGS
 KV5675  HISTORY     - 1928     SEE DESCRIPTION  CGS
 KV5675  HISTORY     - 1933     SEE DESCRIPTION  CGS
 KV5675  HISTORY     - 1935     GOOD             CGS
 KV5675  HISTORY     - 1947     GOOD             CGS
 KV5675  HISTORY     - 1975     GOOD             NGS
 KV5675  HISTORY     - 1976     SEE DESCRIPTION  NGS
 KV5675  HISTORY     - 20050529 GOOD             GEOCAC
 KV5675
 KV5675                          STATION DESCRIPTION
 KV5675
 KV5675'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (CAS)
 KV5675'THE PRESENT SURFACE MARK IS A FACED GRANITE MONUMENT ABOUT 10
 KV5675'INCHES SQUARE PROJECTING ABOUT 3 FEET ABOVE THE SURFACE OF THE
 KV5675'GROUND.  ON THE STRENGTH OF CHARLES HENRY MOONS REPORT OF 1901,
 KV5675'THE EARTHERN JAR IS IN GOOD SHAPE, WITH A FLAT STONE ON TOP OF
 KV5675'IT AND A GRAY GRANITE MONUMENT PLACED DIRECTLY OVER THE FLAT
 KV5675'STONE, THE UNDERGROUND MARK WAS NOT RECOVERED, THE SURFACE MARK
 KV5675'BEING LEFT UNDISTURBED.  NO TRACE OF THE BRICK SHAFT OF 1869
 KV5675'COULD BE FOUND.  IT IS ASSUMED THAT IT WAS REMOVED IN
 KV5675'EXCAVATING TO PLACE THE MONUMENT THAT NOW MARKS THE STATION.
 KV5675'ONE OR TWO TREES OF THOSE USED FOR WITNESS MARKS IN 1868
 KV5675'REMAIN ON THE MOUNTAIN.  MOST OF THE TREES ON THE MOUNTAIN
 KV5675'ARE NOW VERY LARGE AND ABOUT 75 FEET IN HEIGHT.  MOUNT HOLLY
 KV5675'IS NOW A PUBLIC PARK, THE MEMBERS OF THE PARK COMMISSION
 KV5675'RESIDING IN MOUNT HOLLY.  THIS COMMISSION IS VERY MUCH OPPOSED
 KV5675'TO HAVING ANY OF THE TREES ON THE MOUNTAIN CUT DOWN.  A HIGH
 KV5675'TOWER COULD BE ERECTED WITHOUT DOING MUCH DAMAGE TO THE
 KV5675'TREES.  NUMEROUS ROADS AND PATHS LEAD OVER AND AROUND THE
 KV5675'MOUNTAIN.  THE STATION CAN BE REACHED BY GOING TO THE N END
 KV5675'OF CHERRY STREET AND THEN TAKING ONE OF THE PATHS TO THE TOP.
 KV5675'THE STATION IS ABOUT 100 YARDS FROM THE END OF CHERRY
 KV5675'STREET.  A TEAM AND WAGON, POSSIBLY A TRUCK COULD BE DRIVEN
 KV5675'TO THE STATION.
 KV5675
 KV5675                          STATION RECOVERY (1933)
 KV5675
 KV5675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5675'THIS STATION IS ON THE SUMMIT OF MOUNT HOLLY A PROMINENT WOODED
 KV5675'HILL ON THE N SIDE OF MOUNT HOLLY, NEW JERSEY, NOW OWNED BY THE
 KV5675'TOWN OF MOUNT HOLLY AND USED FOR A PUBLIC PARK.
 KV5675'
 KV5675'TO REACH FROM THE INTERSECTION OF GORDON AND HIGH STREETS OR THE
 KV5675'NEW WASHINGTON HOTEL, GO N ON HIGH STREET 1/2 MILE TO DIRT ROAD,
 KV5675'TURN E (RIGHT) AND CONTINUE 0.2 MILE TO A TRAIL LEADING AROUND
 KV5675'THE W SIDE OF THE HILL, FOLLOW THIS ROAD S ABOUT 0.1 MILE TO
 KV5675'FIRST TRAIL GOING E UP THE MOUNTAIN, FOLLOW THIS TRAIL ABOUT
 KV5675'100 YARDS TO TOP OF THE HILL AND STATION.  A TRUCK CAN BE DRIVEN
 KV5675'TO THE STATION IN DRY WEATHER.  THE STATION IS ON THE E END OF
 KV5675'RIDGE, 26-1/2 FEET E OF DOUBLE STUMP.  17 FEET S OF DOUBLE OAK
 KV5675'(BLAZE).  THE MARK PROJECTS 12 INCHES.
 KV5675'
 KV5675'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5675'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A, AND 11B.
 KV5675'
 KV5675'REFERENCE MARK NO.2 (1933) IS W OF STATION.  27 FEET NE OF
 KV5675'VERY LARGE STUMP.  24 FEET W OF 24-INCH OAK.  8 FEET N OF
 KV5675'TRAIL.  MARK PROJECTS 12 INCHES.
 KV5675'
 KV5675'REFERENCE MARK NO.1 (1933) IS SE OF STATION DOWN RIDGE.  15
 KV5675'FEET S OF OAK WITH THREE FORKS (BLAZE).  THE MARK PROJECTS 10
 KV5675'INCHES.
 KV5675'
 KV5675'THE STATION WAS RE-MARKED AND STAMPED 1837 AND 1933, THE OLD
 KV5675'MARK WAS RECOVERED.
 KV5675
 KV5675                          STATION RECOVERY (1935)
 KV5675
 KV5675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5675'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 KV5675'CONDITION AS DESCRIBED.
 KV5675'
 KV5675'AZIMUTH MARK IS A U.S.C. AND G.S. AND S.S.  TRAVERSE
 KV5675'STATION.  DESCRIBED BY THE STATE CONTROL SURVEY AS BEING NO.2818
 KV5675'BUT WAS FOUND STAMPED NO.2 INSTEAD.  IT IS 0.25 MILE E OF THE
 KV5675'STATION, 21.62 FEET E OF THE CENTER LINE OF THE JACKSONVILLE
 KV5675'ROAD, 42.68 FEET E OF A POLE NO. PS-60047-ND AND 130.6 FEET SE
 KV5675'OF A POLE NO. PS-60048-ND.  THE MARK IS 8 INCHES BELOW THE
 KV5675'SURFACE OF THE GROUND, AND IS VISIBLE FROM THE GROUND WITH
 KV5675'CLEARING.
 KV5675'
 KV5675'TO REACH THE AZIMUTH MARK GO NE ON UNION STREET TO ITS
 KV5675'INTERSECTION WITH THE MOUNT HOLLY-JACKSONVILLE ROAD.  TURN LEFT
 KV5675'FOR ABOUT 1000 FEET TO THE MONUMENT ON THE RIGHT OF THE ROAD.  A
 KV5675'77-FOOT TOWER WILL CLEAR ALL LINES OBSERVED FROM THIS STATION.
 KV5675
 KV5675                          STATION RECOVERY (1947)
 KV5675
 KV5675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5675'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 KV5675'CONDITION.  AZIMUTH MARK MONUMENT WAS RECOVERED IN GOOD
 KV5675'CONDITION.  HOWEVER, THE RANCOCAS REGIONAL VALLEY HIGH SCHOOL
 KV5675'WAS BUILT IN 1936 ON LINE BETWEEN THE AZIMUTH MARK AND THE
 KV5675'STATION, AND THE AZIMUTH MARK CAN NO LONGER BE SEEN FROM THE
 KV5675'STATION WITHOUT ERECTING A TOWER OVER THE STATION OR THE AZIMUTH
 KV5675'MARK.
 KV5675'
 KV5675'THE 1935 DESCRIPTION IS ADEQUATE, EXCEPT FOR THE FOLLOWING
 KV5675'CHANGES IN THE DESCRIPTION OF THE AZIMUTH MARK--
 KV5675'
 KV5675'1.  ADD AZIMUTH MARK WAS FOUND STAMPED NO. 2818 ELEV 64.913.
 KV5675'
 KV5675'2.  CHANGE 42.68 TO 36.3 AND 130.6 TO 128.0.
 KV5675
 KV5675                          STATION RECOVERY (1975)
 KV5675
 KV5675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KV5675'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN
 KV5675'GOOD CONDITION AS PREVIOUSLY DESCRIBED.  A SEARCH WAS MADE FOR
 KV5675'THE AZIMUTH MARK AND NO EVIDENCE OF IT WAS FOUND.  THERE IS A
 KV5675'NEW SCHOOL IN THE AREA OF THE MARK AND IT MAY HAVE BEEN DESTROYED
 KV5675'DURING THE CONSTRUCTION.  THERE IS NO AREA VISIBLE FROM THE
 KV5675'GROUND WHERE A NEW AZIMUTH MARK COULD BE ESTABLISHED AT THIS
 KV5675'DATE.
 KV5675'
 KV5675'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5675'IN THE NORTH EDGE OF MOUNT HOLLY.
 KV5675
 KV5675                          STATION RECOVERY (1976)
 KV5675
 KV5675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KV5675'RM 1 TO RM 2 OBSTRUCTED.
 KV5675'NO OTHER OBJECTS VISIBLE FROM THE GROUND.
 KV5675'
 KV5675'THE STATION MARK WAS FOUND PROJECTING 1-1/2 FEET AND IT APPEARED TO
 KV5675'HAVE BEEN DISTURBED.  THE SURFACE MONUMENT WAS REMOVED AND THE
 KV5675'SUB-SURFACE DISK FOUND IN GOOD CONDITION.  A NEW SURFACE MONUMENT
 KV5675'WAS SET DIRECTLY OVER THE OLD SUB-SURFACE DISK.  THE SURFACE DISK
 KV5675'HAS BEEN DISTURBED.  IT WAS 1-1/2 INCHES TO THE EAST OF THE
 KV5675'SUB-SURFACE DISK.  THE NEW SURFACE MONUMENT WAS SET FLUSH
 KV5675'WITH THE SURFACE AND LOW ENOUGH SO NO VISITORS TO THE PARK COULD
 KV5675'INJURE THEMSELVES ON THE CONCRETE POST, WHICH FORMERLY STUCK UP
 KV5675'IN A FOOT PATH.
 KV5675'
 KV5675'A DIFFERENCE OF ABOUT 36 MINUTES AND 11 SECONDS WAS NOTED BETWEEN THE
 KV5675'REFERENCE MARKS.  A SHORTER DISTANCE OF 0.45 FOOT WAS NOTED TO
 KV5675'REFERENCE MARK ONE.  A SHORTER DISTANCE OF 0.12 FOOT WAS NOTED TO
 KV5675'REFERENCE MARK TWO.  THERE ARE NO NOTICEABLE EVIDENCE TO GIVE
 KV5675'INDICATION OF THE DIFFERENCES IN THE DISTANCES AND DIRECTIONS.
 KV5675'
 KV5675'A POLARIS AZIMUTH WAS OBSERVED AT THIS DATE.
 KV5675'
 KV5675'THE STATION IS LOCATED ON A LOW HILL IN THE NORTHWEST EDGE OF MOUNT
 KV5675'HOLLY, ABOUT 16 MILES SOUTH OF TRENTON AND 16 MILES EAST-NORTHEAST
 KV5675'OF CAMDEN.  IT IS ON CITY PARK PROPERTY.
 KV5675'
 KV5675'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 541 AND 630 IN THE
 KV5675'NORTHWEST EDGE OF MOUNT HOLLY, GO SOUTHEAST ON 541 FOR 0.1 MILE TO
 KV5675'AN AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 541
 KV5675'FOR 0.7 MILE TO EVERGREEN STREET.  TURN LEFT, GO NORTHEAST ON
 KV5675'EVERGREEN STREET FOR 0.25 MILE TO A WOODS TRAIL ON THE RIGHT AND
 KV5675'END OF TRUCK TRAVEL.  PACK SOUTH UPHILL ON THE TRAIL FOR ABOUT 100
 KV5675'YARDS TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 KV5675'
 KV5675'THE STATION SURFACE MARK IS A STANDARD DISK STAMPED MOUNT HOLLY 1837
 KV5675'1966, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS
 KV5675'FLUSH WITH THE SURFACE.  THE SUB-SURFACE MARK IS A STANDARD DISK
 KV5675'STAMPED MOUNT HOLLY 1837 SET IN AN 8-INCH MASS OF CONCRETE WHICH
 KV5675'IS 36-INCHES BELOW THE SURFACE.  IT IS 300 FEET SOUTH OF EVERGREEN
 KV5675'STREET, 50 FEET WEST OF THE EAST EDGE BLUFF, 24 FEET SOUTHWEST
 KV5675'OF A WITNESS POST, AND 13.9 FEET NORTH OF A TWIN ELM TREE.
 KV5675'
 KV5675'REFERENCE MARK ONE IS A STANDARD DISK STAMPED MOUNT HOLLY 1837 NO 1
 KV5675'1933 SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT PROJECTING
 KV5675'12-INCHES.  IT IS 55 FEET SOUTHEAST OF THE HIGHEST POINT OF A HILL
 KV5675'AT THE JUNCTION OF TWO TRAILS AND 6 FEET SOUTH OF AN EAST-WEST
 KV5675'TRAIL.
 KV5675'
 KV5675'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE NW EDGE OF
 KV5675'MOUNT HOLLY.
 KV5675
 KV5675                          STATION RECOVERY (2005)
 KV5675
 KV5675'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV5675'FOUND BY COORDINATES AND DESCRIPTION.  STATION HAS SOME SCRATCHES.
 KV5675'RM1 IS IMPOSSIBLE TO READ.  RM2 IS SCRATCHED, BUT LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5803 ***********************************************************************
 KV5803  DESIGNATION -  MT HOREB RESET
 KV5803  PID         -  KV5803
 KV5803  STATE/COUNTY-  NJ/SOMERSET
 KV5803  USGS QUAD   -  BOUND BROOK (1995)
 KV5803
 KV5803                         *CURRENT SURVEY CONTROL
 KV5803  ___________________________________________________________________
 KV5803* NAD 83(1996)-  40 36 42.11514(N)    074 34 14.91452(W)     ADJUSTED  
 KV5803* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 KV5803  ___________________________________________________________________
 KV5803  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 KV5803  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KV5803
 KV5803  HORZ ORDER  -  FIRST
 KV5803
 KV5803.The horizontal coordinates were established by classical geodetic methods
 KV5803.and adjusted by the National Geodetic Survey in September 1999..
 KV5803
 KV5803.The orthometric height was scaled from a topographic map.
 KV5803
 KV5803.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5803
 KV5803.The geoid height was determined by GEOID03.
 KV5803
 KV5803;                    North         East     Units Scale Factor Converg.
 KV5803;SPC NJ       -   197,433.361   144,008.195   MT  0.99990044   -0 02 45.9
 KV5803;SPC NJ       -   647,745.95    472,466.89   sFT  0.99990044   -0 02 45.9
 KV5803;UTM  18      - 4,495,741.900   536,306.625   MT  0.99961622   +0 16 45.8
 KV5803
 KV5803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5803!SPC NJ       -   0.99997702  x   0.99990044  =   0.99987746
 KV5803!UTM  18      -   0.99997702  x   0.99961622  =   0.99959324
 KV5803
 KV5803|---------------------------------------------------------------------|
 KV5803| PID    Reference Object                     Distance      Geod. Az  |
 KV5803|                                                           dddmmss.s |
 KV5803| CB5366 MT HOREB RM 1                        27.520 METERS 19215     |
 KV5803| CB5367 MT HOREB RM 2                        28.120 METERS 31049     |
 KV5803| KV6531 PROSPECT RESET                      APPROX. 7.0 KM 3171204.6 |
 KV5803|---------------------------------------------------------------------|
 KV5803
 KV5803                          SUPERSEDED SURVEY CONTROL
 KV5803
 KV5803  NAD 83(1986)-  40 36 42.11191(N)    074 34 14.91567(W) AD(       ) 1
 KV5803  NAD 27      -  40 36 41.74400(N)    074 34 16.34900(W) AD(       ) 1
 KV5803
 KV5803.Superseded values are not recommended for survey control.
 KV5803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5803.See file dsdata.txt to determine how the superseded data were derived.
 KV5803
 KV5803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3630795742(NAD 83)
 KV5803_MARKER: X = CHISELED CROSS
 KV5803_SETTING: 0 = UNSPECIFIED SETTING
 KV5803
 KV5803  HISTORY     - Date     Condition        Report By
 KV5803  HISTORY     - 1877     MONUMENTED       CGS
 KV5803  HISTORY     - 1931     MARK NOT FOUND   LOCENG
 KV5803  HISTORY     - 1935     SEE DESCRIPTION  CGS
 KV5803  HISTORY     - 1936     GOOD             CGS
 KV5803  HISTORY     - 1983     GOOD             USPSQD
 KV5803
 KV5803                          STATION DESCRIPTION
 KV5803
 KV5803'DESCRIBED BY COAST AND GEODETIC SURVEY 1877 (EAB)
 KV5803'STATION IS ON THE SECOND WATCHUNG MOUNTAIN RANGE, ABOUT 4-1/2 MILES
 KV5803'NNW OF BOUNDBROOK, THE SAME DISTANCE NE OF SOMERVILLE, 1 MILE NNW
 KV5803'OF MARTINSVILLE, AND 3/4 MILE SW OF MOUNT HOREB CHURCH.  THE
 KV5803'STATION IS ON THE SUMMIT OF A 600-FOOT ELEVATION AND IS ABOUT
 KV5803'5/8 MILE NE OF THE ROAD FROM MARTINSVILLE TO PLUCKEMIN AND 3/8
 KV5803'MILE W OF THE ROAD FROM MARTINSVILLE TO MOUNT HOREB CHURCH.  IT
 KV5803'IS ON LAND OWNED BY MRS. HARMON TUNISON WHO LIVES ABOUT A MILE
 KV5803'TO THE NORTHWARD.  ABOUT MIDWAY OF THE ROAD FROM MARTINSVILLE
 KV5803'TO MOUNT HOREB CHURCH, OR ABOUT 100 PACES BEYOND THOMAS
 KV5803'RICHARDS HOUSE, TAKE THE WOOD ROAD TO THE LEFT, WHICH PASSES
 KV5803'ABOUT 37 PACES E OF THE STATION.  THE STATION IS MARKED BY
 KV5803'A COPPER BOLT SET IN A HOLE DRILLED IN THE ROCK, 1-1/2 FEET
 KV5803'BELOW THE GROUND SURFACE.  OVER THIS A 6- BY 6-INCH STONE
 KV5803'POST, 1-1/2 FEET LONG, WITH CROSS LINES CUT ON ITS TOP, IS SET
 KV5803'AS A SURFACE MARK.  TWO HEAPS OF STONES, MARKING BOUNDARY
 KV5803'CORNERS ARE LOCATED RESPECTIVELY 128 FEET 8-1/2
 KV5803'INCHES ESE AND 165 FEET 5 INCHES S OF THE STATION.
 KV5803
 KV5803                          STATION RECOVERY (1931)
 KV5803
 KV5803'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1931
 KV5803'RECOVERED BY NJ WATER POLICY COMM.
 KV5803'
 KV5803'ON NOVEMBER 20, 1931, A PARTY OF THREE SEARCHED FOR THIS
 KV5803'MONUMENT BUT WAS UNABLE TO FIND SAME.  THE DIRECTIONS TO THE
 KV5803'LOCATION OF THE MONUMENT ARE VERY PLAIN AND APPLICABLE TODAY,
 KV5803'THE MOUNT HOREB M.E. CHURCH, THE THOMAS RICHARDS HOUSE AND THE
 KV5803'JOSEPH TUNISON HOUSE ARE STILL STANDING BUT HAVE CHANGED
 KV5803'OWNERSHIP.  THE WOOD ROAD ALLUDED TO IN THE DESCRIPTION SEEMS TO
 KV5803'BE UNCHANGED SINCE 1877 AND IS USED BY THE PEOPLE LIVING IN THE
 KV5803'JAMES TUNISON HOUSE WHO OWN THE LAND FORMERLY OWNED BY MRS.
 KV5803'HARMON TUNISON ON WHOSE PROPERTY THE STATION WAS LOCATED.  THE
 KV5803'HEAPS OF STONES USED AS TIES HAVE BEEN DESTROYED AND THE EXACT
 KV5803'LOCATION OF THE PROPERTY LINES ARE NOT KNOWN BY THE PRESENT
 KV5803'PROPERTY OWNERS.  THE CONCLUSION IS THAT THIS STATION
 KV5803'COULD BE FOUND ONLY BY MAKING A CAREFUL SURVEY OF THE OLD
 KV5803'PROPERTY LINES IN THE VICINITY OF THE STATION AS THE
 KV5803'SURFACE MARK HAS BEEN DESTROYED.  THE OWNER OF THE
 KV5803'LAND VERY WILLINGLY ASSISTED IN THE SEARCH.
 KV5803
 KV5803                          STATION RECOVERY (1935)
 KV5803
 KV5803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5803'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE STATION IS
 KV5803'LOCATED ON THE SECOND WATCHUNG MOUNTAIN RANGE, ON THE PROPERTY OF
 KV5803'MRS. HARMON TUNISON, IN A VERY DENSELY WOODED SECTION.  THE
 KV5803'STATION IS 8 PACES SSE OF A 16-INCH TREE WITH A NAIL IN THE
 KV5803'S SIDE, 5 PACES ENE OF A 12-INCH OAK TREE, AND 3 PACES WSW OF
 KV5803'AN 18-INCH TREE WITH A NAIL IN THE W SIDE.  THE STATION MARK IS
 KV5803'A 4- BY 6-INCH GRANITE MONUMENT FLUSH WITH THE SURFACE OF THE
 KV5803'GROUND.  THE MONUMENT HAD A CROSS IN THE TOP.  AT THIS TIME A
 KV5803'STANDARD BRONZE DISK WAS PUT IN THE TOP OF THE MONUMENT AT
 KV5803'THE CENTER OF THE CROSS AND THE DISK WAS STAMPED MOUNT HOREB
 KV5803'1935 1877.
 KV5803'
 KV5803'AT THIS TIME TWO REFERENCE MARKS WERE SET AT THE STATION.
 KV5803'
 KV5803'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A DRILL
 KV5803'HOLE IN THE TOP OF BOULDER, AND 1 PACE SE OF A 12-INCH OAK
 KV5803'TREE.  THE MARK IS STAMPED, MOUNT HOREB NO. 1 1935-1877.
 KV5803'
 KV5803'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A DRILL
 KV5803'HOLE IN THE TOP OF A SMALL BOULDER, 7 PACES W OF A 24-INCH
 KV5803'OAK TREE, AND 1-1/2 PACES SE OF AN 18-INCH OAK TREE.  THE MARK
 KV5803'IS STAMPED MOUNT HOREB NO. 2 1935-1877.
 KV5803'
 KV5803'TO REACH THE STATION FROM PLUCKEMIN ON U.S. HIGHWAY 202 FOLLOW
 KV5803'A BLACK SURFACE ROAD SOUTHEASTERLY (THE ROAD TO MARTINSVILLE) FROM
 KV5803'ITS JUNCTION WITH U.S. HIGHWAY 202 FOR 5.3 MILES TO A REVERSE
 KV5803'Y-ROAD AT THE HOFFMAN HOUSE ON THE LEFT (THERE IS ALSO AN ARROW
 KV5803'AND SIGN POINTING TO MOUNT HOREB PARK WHICH CAN BE SEEN COMING
 KV5803'FROM MARTINSVILLE) (NOTE--THIS POINT IS 0.3 MILE W OF
 KV5803'MARTINSVILLE), HERE TURN NORTHWARD ON A BLACK SURFACE ROAD FOR
 KV5803'0.5 MILE TO THE TOP OF THE HILL TO A T-ROAD LEFT, HERE TURN
 KV5803'LEFT UP A STEEP GRADE FOLLOWING THE ROAD STRAIGHT AHEAD FOR
 KV5803'0.25 MILE TO A FRAME BUNGALOW ON THE LEFT AND BEYOND FOR 0.25
 KV5803'MILE TO A DIM BLAZE ON A TREE ON THE RIGHT, HERE TURN LEFT
 KV5803'THROUGH WOODS FOR ABOUT 30 YARDS TO THE STATION.
 KV5803'
 KV5803'NOTE--NO AZIMUTH MARK WAS SET AS ONE WOULD NOT HAVE BEEN VISIBLE
 KV5803'FROM GROUND BECAUSE OF DENSE WOODS.
 KV5803'
 KV5803'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 KV5803
 KV5803                          STATION RECOVERY (1936)
 KV5803
 KV5803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JPL)
 KV5803'STATION FOUND AS DESCRIBED AND MARKED IN 1935.  ALL MARKS IN
 KV5803'EXCELLENT CONDITION.  DESCRIPTION SATISFACTORY AND ADEQUATE.
 KV5803'
 KV5803'THE FOLLOWING CHECK MEASUREMENTS WERE TAKEN BY SECOND ORDER
 KV5803'TRAVERSE METHODS.
 KV5803
 KV5803                          STATION RECOVERY (1983)
 KV5803
 KV5803'RECOVERY NOTE BY US POWER SQUADRON 1983 (GBR)
 KV5803'MT. HOREB 1935/1877 RECOVERED GOOD.
 KV5803'
 KV5803'MT. HOREB 1935/1877, NO. 1 RECOVERED GOOD.
 KV5803'
 KV5803'MT. HOREB 1935/1877, NO. 2 RECOVERED GOOD.
 KV5803'
 KV5803'THE STATION SITE WAS REACHED USING PREVIOUSLY RECORDED DIRECTIONS.
 KV5803'ALL MARKS WERE RECOVERED BUT NOT WITHOUT SOME DIFFICULTY.  NONE OF
 KV5803'THE TREES REFERED TO IN THE LOCATION DESCRIPTION COULD BE FOUND.
 KV5803'FURTHER THE SITE IS WOODED, COVERED WITH UNDERBRUSH, AND ROCKY UNDER
 KV5803'FOOT.  A NEW DOMINANT FEATURE AT THE SITE IS A HIGH RADIO ANTENNA
 KV5803'TOWER WITH A SMALL BUILDING AT ITS BASE.
 KV5803'A PROPOSED REVISED LOCATION DESCRIPTION IS AS
 KV5803'FOLLOWS--THE STATION MARK IS LOCATED 31 PACES NW OF THE NW CORNER
 KV5803'OF THE FENCE ENCLOSING THE RADIO TOWER, AND 6 PACES E OF A WITNESS
 KV5803'POST FOUND NAILED TO A TREE.  THE STATION DISC IS SET IN THE TOP
 KV5803'OF A MONUMENT FLUSH WITH THE GROUND AND SURROUNDED BY A LOW WALL OF
 KV5803'STONES.  RM-1 IS LOCATED 24 PACES W OF THE NW CORNER OF THE FENCE
 KV5803'ENCLOSING THE RADIO TOWER, AND SET IN A LOW BOULDER AS PREVIOUSLY
 KV5803'DESCRIBED.  RM-2 IS LOCATED 31 PACES NW OF THE WITNESS POST AND
 KV5803'IS SET IN A LOW BOULDER AS PREVIOUSLY DESCRIBED.
 KV5803'
 KV5803'THE RADIO TOWER AT THE SITE HAS BEEN IDENTIFIED AS BELONGING TO THE
 KV5803'NEW JERSEY STATE POLICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5787 ***********************************************************************
 KV5787  DESIGNATION -  MT KEMBLE RESET
 KV5787  PID         -  KV5787
 KV5787  STATE/COUNTY-  NJ/MORRIS
 KV5787  USGS QUAD   -  MENDHAM (1981)
 KV5787
 KV5787                         *CURRENT SURVEY CONTROL
 KV5787  ___________________________________________________________________
 KV5787* NAD 83(1996)-  40 45 59.51566(N)    074 31 14.80256(W)     ADJUSTED  
 KV5787* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 KV5787  ___________________________________________________________________
 KV5787  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 KV5787  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV5787
 KV5787  HORZ ORDER  -  FIRST
 KV5787
 KV5787.The horizontal coordinates were established by classical geodetic methods
 KV5787.and adjusted by the National Geodetic Survey in September 1999..
 KV5787
 KV5787.The orthometric height was scaled from a topographic map.
 KV5787
 KV5787.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5787
 KV5787.The geoid height was determined by GEOID03.
 KV5787
 KV5787;                    North         East     Units Scale Factor Converg.
 KV5787;SPC NJ       -   214,623.372   148,245.819   MT  0.99990004   -0 00 48.8
 KV5787;SPC NJ       -   704,143.51    486,369.82   sFT  0.99990004   -0 00 48.8
 KV5787;UTM  18      - 4,512,950.887   540,445.211   MT  0.99962013   +0 18 46.5
 KV5787
 KV5787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5787!SPC NJ       -   0.99997132  x   0.99990004  =   0.99987136
 KV5787!UTM  18      -   0.99997132  x   0.99962013  =   0.99959146
 KV5787
 KV5787:                Primary Azimuth Mark                     Grid Az
 KV5787:SPC NJ       -  MT KEMBLE CATH SCH DOME CROSS            078 01 55.5
 KV5787:UTM  18      -  MT KEMBLE CATH SCH DOME CROSS            077 42 20.2
 KV5787
 KV5787|---------------------------------------------------------------------|
 KV5787| PID    Reference Object                     Distance      Geod. Az  |
 KV5787|                                                           dddmmss.s |
 KV5787| CB5368 MT KEMBLE CATH SCH DOME CROSS                      0780106.7 |
 KV5787| CB5369 MT KEMBLE RM 1                       45.333 METERS 09418     |
 KV5787| CB5371 MT KEMBLE RM 3                       28.742 METERS 19255     |
 KV5787| CB5370 MT KEMBLE RM 2                       19.059 METERS 23503     |
 KV5787| KV5793 RED LIGHT ON TOP WATER TANK         APPROX. 8.6 KM 2372641.3 |
 KV5787|---------------------------------------------------------------------|
 KV5787
 KV5787                          SUPERSEDED SURVEY CONTROL
 KV5787
 KV5787  NAD 83(1986)-  40 45 59.51405(N)    074 31 14.80290(W) AD(       ) 1
 KV5787  NAD 27      -  40 45 59.15300(N)    074 31 16.24100(W) AD(       ) 1
 KV5787
 KV5787.Superseded values are not recommended for survey control.
 KV5787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5787.See file dsdata.txt to determine how the superseded data were derived.
 KV5787
 KV5787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4044512951(NAD 83)
 KV5787_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5787_SP_SET: CONCRETE POST
 KV5787_STAMPING: MT KEMBLE 1935 1978
 KV5787_MARK LOGO: NGS   
 KV5787_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5787+STABILITY: SURFACE MOTION
 KV5787_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5787+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1992
 KV5787
 KV5787  HISTORY     - Date     Condition        Report By
 KV5787  HISTORY     - 1935     MONUMENTED       CGS
 KV5787  HISTORY     - 1978     SEE DESCRIPTION  NGS
 KV5787  HISTORY     - 1978     GOOD             NGS
 KV5787  HISTORY     - 1983     GOOD             USPSQD
 KV5787  HISTORY     - 19920911 GOOD             NJGS
 KV5787  HISTORY     - 19960414 GOOD             USPSQD
 KV5787
 KV5787                          STATION DESCRIPTION
 KV5787
 KV5787'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5787'THE STATION IS NEAR THE SUMMIT OF MOUNT KEMBLE ON THE PROPERTY OF
 KV5787'MR. W. R. JENKS, AT THE NW EDGE OF A CLEARED FIELD, 13 PACES SW OF
 KV5787'A 30-INCH OAK TREE WITH A TRIANGULAR BLAZE, AND ABOUT 10 PACES SSW
 KV5787'OF A 24-INCH TREE WITH A FORK ABOUT 2 FEET ABOVE GROUND AND A
 KV5787'TRIANGULAR BLAZE.  THE MARK PROJECTS 4 INCHES AND IS STAMPED
 KV5787'MOUNT KEMBLE 1935.
 KV5787'
 KV5787'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5787'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 KV5787'
 KV5787'REFERENCE MARK NO.1 IS 7 PACES SW OF A 14-INCH SPRUCE TREE, AND
 KV5787'3 PACES WNW OF ANOTHER 14-INCH SPRUCE TREE.  THE MARK PROJECTS 4
 KV5787'INCHES AND IS STAMPED MOUNT KEMBLE NO.1 1935.
 KV5787'
 KV5787'REFERENCE MARK NO.2 IS AT THE NW EDGE OF A CLEARED FIELD, AND 7
 KV5787'PACES SW OF A 10-INCH OAK TREE.  THE MARK PROJECTS 6 INCHES AND IS
 KV5787'STAMPED MOUNT KEMBLE NO.2 1935.
 KV5787'
 KV5787'AZIMUTH MARK IS A NATURAL OBJECT.  IT IS AT THE CATHOLIC SCHOOL
 KV5787'ABOUT 3 MILES SSE OF THE STATION.  THE MARK TAKEN WAS THE CENTER
 KV5787'OF THE CROSS ON THE HIGHEST DOME OF THE SCHOOL.
 KV5787'
 KV5787'TO REACH THE STATION FROM MORRISTOWN AT THE NW CORNER OF THE
 KV5787'PARK AND THE JUNCTION OF U.S. HIGHWAY 202 AND ROUTES 32 GO
 KV5787'SOUTHWARD ON ROUTE 32 AND HIGHWAY 202 FOR 2.5 MILES TO A T-ROAD
 KV5787'RIGHT AT THREE MAIL BOXES AND A SIGN MOUNT KEMBLE SCHOOL, TURN
 KV5787'RIGHT UP THE HILL FOR 0.05 MILE TO A Y, BEAR LEFT ON THE HARD
 KV5787'SURFACE ROAD FOR 0.35 MILE TO A TRIPLE Y-ROAD TAKE THE MIDDLE
 KV5787'ROAD FOR 0.1 MILE TO ANOTHER Y-ROAD, TAKE THE STRAIGHT ROAD
 KV5787'AHEAD WHICH IS THE LEFT FORK FOR 0.1 MILE TO THE INTERSECTION
 KV5787'OF THREE ROADS, KEEP STRAIGHT AHEAD, PASSING THE FIRST T-ROAD
 KV5787'LEFT AND CONTINUE FOR 50 FEET TO THE SECOND T-ROAD LEFT, TURN
 KV5787'LEFT AND GO 0.1 MILE TO ANOTHER Y-ROAD, HERE BEAR RIGHT ON A
 KV5787'DIM ROAD GOING UP THE HILL FOR 0.1 MILE TO THE STATION.
 KV5787'
 KV5787'A 77-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 KV5787
 KV5787                          STATION RECOVERY (1978)
 KV5787
 KV5787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RGP)
 KV5787'NO OTHER OBJECTS V.G.
 KV5787'
 KV5787'THE STATION SUB-SURFACE MARK AND REFERENCE MARK 1 WERE RECOVERED AND
 KV5787'FOUND IN GOOD CONDITION.  THE STATION SURFACE MARK AND REFERENCE
 KV5787'MARK 2 WERE FOUND DESTROYED.  A NEW STATION SURFACE MARK AND A NEW
 KV5787'REFERENCE MARK 3 WERE ESTABLISHED.  ALL DISKS WERE FOUND TO BE
 KV5787'STAMPED MT KEMBLE INSTEAD OF MOUNT KEMBLE AS STATED IN THE
 KV5787'FORMER DESCRIPTION.  THE NEW DISKS WHICH WERE SET AT THIS DATE
 KV5787'WERE STAMPED TO MATCH THE STAMPING ON THE REMAINING OLD DISKS.  THE
 KV5787'INTERSECTION STATIONS ARE NO LONGER VISIBLE FROM THE GROUND, THE
 KV5787'ENTIRE AREA HAS LARGE TREES GROWING AROUND THE STATION.  A
 KV5787'SLIGHTLY SHORTER DISTANCE WAS NOTED TO REFERENCE MARK 1.
 KV5787'
 KV5787'A COMPLETE NEW DESCRIPTION FOLLOWS.
 KV5787'
 KV5787'THE STATION IS LOCATED ON A HIGH TIMBERED HILL ABOUT 5 AIRLINE MILES
 KV5787'NORTHEAST OF BERNARDSVILLE, 4 MILES EAST OF MENDHAM AND ON PROPERTY
 KV5787'OWNED BY THE NATIONAL PARK SERVICE.
 KV5787'
 KV5787'TO REACH FROM THE RAILROAD STATION IN BERNARDSVILLE, GO NORTH ON
 KV5787'STATE HIGHWAY 202 FOR 5.15 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 KV5787'GO NORTHWEST ON BAILEY HOLLOW ROAD FOR 0.05 MILE TO A SIDE ROAD
 KV5787'LEFT.  TURN LEFT AND GO WESTERLY ON A PAVED ROAD FOR 0.45 MILE TO
 KV5787'A FORK.  KEEP LEFT AND CONTINUE WESTERLY ON ON THE PAVED ROAD FOR
 KV5787'0.1 MILE TO A FORK AND A GATE ON THE LEFT PART OF THE INTERSECTION.
 KV5787'TURN LEFT, PASS THROUGH THE GATE AND GO SOUTHWEST ON A TRACK ROAD
 KV5787'FOR 0.2 MILE TO A SMALL PRIVATE RADIO ANTENNA AND THE STATION ON THE
 KV5787'RIGHT.
 KV5787'
 KV5787'THE STATION SURFACE MARK IS STANDARD DISK STAMPED MT KEMBLE 1935
 KV5787'1978, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH
 KV5787'PROJECTS 2-INCHES.  THE SUB-SURFACE MARK IS STAMPED MT KEMBLE
 KV5787'1935, SET IN A 8-INCH MASS OF CONCRETE WHICH IS ABOUT 3 FEET BELOW
 KV5787'THE SURFACE.  THEY ARE 24.3 FEET NORTH OF THE NORTHWEST CORNER
 KV5787'OF A CHAIN LINK FENCE AROUND THE RADIO ANTENNA, 21.0 FEET
 KV5787'NORTHWEST OF THE NORTHEAST CORNER, 7 FEET SOUTHWEST OF A 10-INCH
 KV5787'TREE AND 3.2 FEET SOUTH OF A WITNESS POST.
 KV5787'
 KV5787'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MT KEMBLE NO 1 1935,
 KV5787'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KV5787'4-INCHES.  IT IS 23.7 FEET SOUTHWEST OF A 12-INCH PINE TREE, 142.8
 KV5787'FEET EAST OF THE NORTHEAST CORNER OF THE CHAIN LINK FENCE, 10.4
 KV5787'FEET WEST OF A 12-INCH PINE TREE AND 4 FEET SOUTH OF A WITNESS
 KV5787'POST.
 KV5787'
 KV5787'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MT KEMBLE 1935 NO 3 1978,
 KV5787'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 KV5787'4-INCHES.  IT IS 80 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 KV5787'CHAIN LINK FENCE, 5 FEET SOUTH OF A WITNESS POST AND 5 FEET NORTH
 KV5787'OF THE NORTH EDGE OF THE TIMBERED AREA.
 KV5787'
 KV5787'THERE IS NO SUITABLE LOCATION TO SET AN AZIMUTH MARK.
 KV5787'
 KV5787'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHWEST
 KV5787'OF MORRISTOWN.
 KV5787
 KV5787                          STATION RECOVERY (1978)
 KV5787
 KV5787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV5787'RECOVERED IN GOOD CONDITION.
 KV5787
 KV5787                          STATION RECOVERY (1983)
 KV5787
 KV5787'RECOVERY NOTE BY US POWER SQUADRON 1983 (JBD)
 KV5787'MT. KEMBLE 1935 - 1978 RECOVERED GOOD.  RECOVERED FLUSH WITH
 KV5787'GROUND.
 KV5787'
 KV5787'NO SEARCH WAS MADE FOR R.M. NO.1 AND R.M. NO.2.  THE STATION
 KV5787'APPEARS TO HAVE BEEN RESET IN 1978.  THE 30-INCH OAK AND FORKED TREE
 KV5787'USED IN 1935 TO LOCATE THE STATION WERE NOT FOUND.  A WITNESS POST
 KV5787'WAS FOUND LYING ON THE GROUND.  IT WAS RAISED AND GIVEN SOME SUPPORT
 KV5787'WITH FIELD STONES.  SUGGESTED REVISED DESCRIPTIONS--THE STATION
 KV5787'IS AT THE NW EDGE OF A FIELD.  7 PACES N FROM THE NE CORNER OF A
 KV5787'CHAIN LINK FENCE SURROUNDING A RADIO ANTENNA, AND 3 PACES NW OF
 KV5787'THE WITNESS POST.  TO REACH THE STATION FROM MORRISTOWN AT THE NW
 KV5787'CORNER OF THE PARK AND THE JUNCTION OF U.S. HWY. NO. 202, GO S ON
 KV5787'RT. 202 TO BAILEY HOLLOW ROAD, TURN RIGHT ON BAILEY HOLLOW
 KV5787'ROAD AND GO W BEARING LEFT AT EACH OF TWO FORKS FOR A DISTANCE OF
 KV5787'0.5 MILE TO PIPE GATE ON LEFT.  TAKE PATH SW FROM GATE FOR 350
 KV5787'YARDS (APPROX.) UPHILL TO STATION.
 KV5787'
 KV5787'THE PROPERTY ON WHICH THE STATION IS LOCATED IS NO LONGER OWNED BY
 KV5787'W.R. JENKS.  IT IS NOW A PART OF MORRISTOWN NATIONAL PARK AND THE
 KV5787'RADIO ANTENNA USED IN THE SUGGESTED NEW DESCRIPTION BELONGS TO THE
 KV5787'PARK SERVICE.
 KV5787
 KV5787                          STATION RECOVERY (1992)
 KV5787
 KV5787'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV5787'THE STATION IS LOCATED IN HARDING TOWNSHIP WITHIN THE BOUNDARY OF THE
 KV5787'MORRISTOWN NATIONAL HISTORICAL PARK AT JOCKEY HOLLOW.  TO REACH THE
 KV5787'STATION FROM THE INTERSECTION OF NORTH MAPLE AVENUE AND INTERSTATE
 KV5787'HIGHWAY 287 AT INTERCHANGE 26, GO WEST ON NORTH MAPLE AVENUE FOR 0.15
 KV5787'MI (0.24 KM) TO THE INTERSECTION WITH U.S. HIGHWAY 202.  TURN RIGHT
 KV5787'AND GO NORTH ON U.S. HIGHWAY 202 FOR 3.2 MI (5.1 KM) TO THE TEE
 KV5787'JUNCTION WITH BAILEY HOLLOW ROAD ON THE LEFT.  TURN LEFT AND GO WEST
 KV5787'ON BAILEY HOLLOW ROAD FOR 0.05 MI (0.08 KM) TO AN ASPHALT PAVED ROAD
 KV5787'ON THE LEFT.  TURN LEFT AND GO SOUTHWEST UPHILL, BEARING TO THE LEFT
 KV5787'ON THE ASPHALT PAVED ROAD WHICH TURNS INTO A GRAVEL ROAD FOR 0.6 MI
 KV5787'(1.0 KM) TO A METAL GATE WITH LOCK.  PASS THROUGH THE GATE AND
 KV5787'CONTINUE UPHILL FOR 0.2 MI, PASSING AN OPEN FIELD ON THE RIGHT, TO A
 KV5787'FORK.  TAKE THE RIGHT FORK AND FOLLOW THE ROAD TO A CLEARING AND A
 KV5787'FIELD ON THE RIGHT. PACK WEST ACROSS THE FIELD, PAST A WIRE DEER
 KV5787'EXCLOSURE, TO A POWER LINE AND POLE WITH ANTENNA ATTACHED, ENCLOSED
 KV5787'BY A 5 FT (1.5 M) HIGH CHAIN LINK FENCE.  PACK NORTH NORTHEAST FOR 7
 KV5787'PACES FROM THE NORTHEAST CORNER OF THE FENCE TO THE STATION, WHICH
 KV5787'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  THE STATION IS ABOUT 7 FT
 KV5787'(2.1 M) SOUTH SOUTHWEST FROM A WITNESS POST NEXT TO A 12 INCH
 KV5787'DIAMETER TREE.  REFERENCE MARK NUMBER 1 WAS ALSO RECOVERED.  NO TIES
 KV5787'WERE MEASURED AT THIS TIME.
 KV5787
 KV5787                          STATION RECOVERY (1996)
 KV5787
 KV5787'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV5787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3020 ***********************************************************************
 JU3020  DESIGNATION -  MT LAUREL
 JU3020  PID         -  JU3020
 JU3020  STATE/COUNTY-  NJ/BURLINGTON
 JU3020  USGS QUAD   -  MOORESTOWN (1995)
 JU3020
 JU3020                         *CURRENT SURVEY CONTROL
 JU3020  ___________________________________________________________________
 JU3020* NAD 83(1996)-  39 56 03.55370(N)    074 53 37.93426(W)     ADJUSTED  
 JU3020* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 JU3020  ___________________________________________________________________
 JU3020  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 JU3020  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JU3020
 JU3020  HORZ ORDER  -  FIRST
 JU3020
 JU3020.The horizontal coordinates were established by classical geodetic methods
 JU3020.and adjusted by the National Geodetic Survey in September 1999..
 JU3020
 JU3020.The orthometric height was scaled from a topographic map.
 JU3020
 JU3020.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3020
 JU3020.The geoid height was determined by GEOID03.
 JU3020
 JU3020;                    North         East     Units Scale Factor Converg.
 JU3020;SPC NJ       -   122,296.750   116,336.985   MT  0.99991395   -0 15 10.2
 JU3020;SPC NJ       -   401,235.25    381,682.26   sFT  0.99991395   -0 15 10.2
 JU3020;SPC PA S     -    70,677.913   844,086.822   MT  0.99999985   +1 51 10.9
 JU3020;SPC PA S     -   231,882.45  2,769,308.18   sFT  0.99999985   +1 51 10.9
 JU3020;UTM  18      - 4,420,472.866   509,067.846   MT  0.99960101   +0 04 05.3
 JU3020
 JU3020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3020!SPC NJ       -   0.99999734  x   0.99991395  =   0.99991129
 JU3020!SPC PA S     -   0.99999734  x   0.99999985  =   0.99999719
 JU3020!UTM  18      -   0.99999734  x   0.99960101  =   0.99959835
 JU3020
 JU3020|---------------------------------------------------------------------|
 JU3020| PID    Reference Object                     Distance      Geod. Az  |
 JU3020|                                                           dddmmss.s |
 JU3020| CB2307 MT LAUREL RM 1                       28.844 METERS 04705     |
 JU3020| KV5675 MT HOLLY RESET                      APPROX.11.8 KM 0495550.7 |
 JU3020| KV5516 RCA COMMUNICATIONS INC TOWER        APPROX.18.1 KM 0625641.6 |
 JU3020| JU3011 BERLIN STANDPIPE                    APPROX.14.3 KM 1981207.5 |
 JU3020| CB2308 MT LAUREL RM 2                       24.559 METERS 25409     |
 JU3020|---------------------------------------------------------------------|
 JU3020
 JU3020                          SUPERSEDED SURVEY CONTROL
 JU3020
 JU3020  NAD 83(1986)-  39 56 03.54499(N)    074 53 37.93531(W) AD(       ) 1
 JU3020  NAD 27      -  39 56 03.13900(N)    074 53 39.34900(W) AD(       ) 1
 JU3020
 JU3020.Superseded values are not recommended for survey control.
 JU3020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3020.See file dsdata.txt to determine how the superseded data were derived.
 JU3020
 JU3020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0906820473(NAD 83)
 JU3020_MARKER: DS = TRIANGULATION STATION DISK
 JU3020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3020
 JU3020  HISTORY     - Date     Condition        Report By
 JU3020  HISTORY     - 1935     MONUMENTED       CGS
 JU3020  HISTORY     - 1946     SEE DESCRIPTION  LOCSUR
 JU3020  HISTORY     - 1975     GOOD             NGS
 JU3020  HISTORY     - 19940814 GOOD             USPSQD
 JU3020
 JU3020                          STATION DESCRIPTION
 JU3020
 JU3020'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU3020'THE STATION IS LOCATED ON STATE PROPERTY (WHICH IS A STATE
 JU3020'FOREST RESERVE), ON A HILL KNOWN AS MOUNT LAUREL, ON THE HIGHEST
 JU3020'POINT OF THE HILL, 6 PACES EAST OF A 14-INCH PINE TREE, 5 PACES
 JU3020'NORTH OF A 12-INCH PINE TREE WITH A STUMP AT THE BASE, 4-1/2
 JU3020'PACES SOUTH-SOUTHEAST OF A 12-INCH PINE TREE WITH A BLAZE.  THE
 JU3020'MARK PROJECTS 2 INCHES AND IS STAMPED MT LAUREL 1935, NOTES 1A
 JU3020'AND 7A.
 JU3020'
 JU3020'TO REACH THE STATION FROM THE RED LION TRAFFIC CIRCLE WHICH IS
 JU3020'THE JUNCTION OF STATE HIGHWAYS 39 AND 40, GO WESTWARD ON STATE
 JU3020'HIGHWAY 40 FOR 4.6 MILES TO ANOTHER TRAFFIC CIRCLE, HERE TURN
 JU3020'RIGHT OVER A BRIDGE AND GO 0.8 MILE TO A CROSS ROAD (PENNINGTON
 JU3020'SERVICE STATION IN SOUTHWEST ANGLE), HERE TURN LEFT ON A
 JU3020'MACADAM ROAD FOR 2.9 MILES TO A MACADAM CROSS ROAD, TURN RIGHT
 JU3020'ON A MACADAM ROAD FOR 1.15 MILES TO ANOTHER CROSS ROAD,
 JU3020'CONTINUE ACROSS AND BEAR LEFT ON A DIRT ROAD IN FRONT OF
 JU3020'TOWNSHIP HALL FOLLOWING THE DIRT ROAD FOR 0.15 MILE TO THE
 JU3020'TOP OF THE HILL AND THE STATION.  TRUCKS CAN BE TAKEN UP THIS
 JU3020'HILL IN DRY WEATHER ONLY.
 JU3020'
 JU3020'REFERENCE MARK NO. 1 IS 28.989 METERS (95.10 FEET) NORTHEAST OF
 JU3020'THE STATION (SLOPE DISTANCE).  THE MARK IS ABOUT 3-1/2 FEET
 JU3020'LOWER THAN THE STATION, 3 PACES EAST OF AN 18-INCH OAK TREE, 3
 JU3020'PACES SOUTHEAST OF THE CENTERLINE OF THE ROAD LEADING INTO THE
 JU3020'STATION, AND 3 PACES SOUTHWEST OF A 36-INCH TREE WITH A FORK
 JU3020'ABOUT 2 FEET ABOVE GROUND.  THE MARK PROJECTS 6 INCHES AND IS
 JU3020'STAMPED MT LAUREL NO 1 1935, NOTE 11A.
 JU3020'
 JU3020'REFERENCE MARK NO. 2 IS 24.560 METERS (80.575 FEET)
 JU3020'WEST-SOUTHWEST OF THE STATION, AT THE WESTERN PART OF THE TOP OF
 JU3020'THE HILL, 2 PACES SOUTHEAST OF AN 8-INCH PINE, AND 1 PACE
 JU3020'NORTH-NORTHEAST OF A 6-INCH PINE.  THE MARK IS FLUSH WITH THE
 JU3020'SURFACE OF THE GROUND AND IS STAMPED MT LAUREL NO 2 1935, NOTE
 JU3020'11A.
 JU3020'
 JU3020'NO AZIMUTH MARK WAS SET, AS THE SURROUNDING TREES PREVENTED
 JU3020'ONE FROM BEING VISIBLE FROM THE GROUND.
 JU3020'
 JU3020'DISTANCE BETWEEN THE REFERENCE MARKS WHICH ARE ON OPPOSITE
 JU3020'SIDES OF THE HILL.  WAS NOT MEASURED BECAUSE OF TREES.
 JU3020'
 JU3020'A 77-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 JU3020
 JU3020                          STATION RECOVERY (1946)
 JU3020
 JU3020'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1946 (HRF)
 JU3020'LETTER FROM MR. H.R. FRIZZELL, DIVISION PLANT SUPERINTENDENT,
 JU3020'WESTERN UNION TELEGRAPH COMPANY, NEW YORK, NEW YORK, DATED
 JU3020'MARCH 12, 1946--
 JU3020'
 JU3020'STATION MARK WAS LOWERED 5.040 FEET IN ITS EXISTING LOCATION
 JU3020'DUE TO THE BUILDING OF A STEEL TOWER.
 JU3020
 JU3020                          STATION RECOVERY (1975)
 JU3020
 JU3020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JU3020'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN
 JU3020'GOOD CONDITION.  IT WAS REPORTED THAT THE STATION MARK HAD BEEN
 JU3020'LOWERED 5 FEET WHEN THE NEW A T AND T MICROWAVE TOWER HAS
 JU3020'CONSTRUCTED.  A CHECK WAS MADE AND THE REPORT WAS FOUND TO HAVE
 JU3020'BEEN TRUE.  A POINT WAS SET FIVE FEET ABOVE THE STATION MARK AND
 JU3020'THE DISTANCES CHECKED, THIS SLOPE DISTANCE AGREED WITH THE 1934
 JU3020'MEASUREMENTS.  THE NEW HORIZONTAL DISTANCE IS SHOWN ABOVE.  THE
 JU3020'DIRECTION BETWEEN THE REFERENCE MARKS WERE WITHIN CLOSE
 JU3020'AGREEMENT WITH THE 1935 OBSERVATIONS.  THERE ARE NO OTHER
 JU3020'OBJECTS VISIBLE FROM THE GROUND AT THIS STATION.
 JU3020'
 JU3020'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU3020'
 JU3020'THE STATION IS LOCATED ON A LOW HILL ABOUT 11 MILES EAST OF
 JU3020'CAMDEN, 6 MILES SOUTHWEST OF MOUNT HOLLY AND 1/4 MILE NORTH OF
 JU3020'MOUNT LAUREL.  THE PROPERTY IS OWNED BY THE AMERICAN TELEPHONE
 JU3020'AND TELEGRAPH COMPANY.
 JU3020'
 JU3020'TO REACH THE STATION FROM THE INTERSECTION OF MOORESTOWN-MT
 JU3020'LAUREL ROAD AND HAINESPORT-MT. LAUREL ROAD WHICH IS 0.1 MILE
 JU3020'WEST OF MOUNT LAUREL SCHOOL.  GO NORTHERLY 50 FEET TO A GRAVELED
 JU3020'ROAD LEADING NORTHWEST UPHILL.  BEAR LEFT AND FOLLOW THE
 JU3020'GRAVELED ROAD NORTHWEST AND WEST FOR 0.15 MILE TO THE A T AND
 JU3020'T TOWER AND THE STATION UNDER THE NORTHWEST EDGE OF THE TOWER.
 JU3020'
 JU3020'THE STATION MARK IS A STANDARD DISK STAMPED MT LAUREL 1935,
 JU3020'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 JU3020'FLUSH WITH THE SURFACE.  IT IS 36.4 FEET NORTHWEST OF THE
 JU3020'SOUTHEAST LEG OF THE TOWER, 26.8 FEET NORTH-NORTHEAST OF THE
 JU3020'SOUTHWEST LEG, 26.65 FEET SOUTHWEST OF THE NORTHEAST LEG, 10.5
 JU3020'FEET SOUTHEAST OF THE NORTHWEST LEG AND 33.4 FEET SOUTH OF THE
 JU3020'SOUTH ENTRANCE TO A CONCRETE BLOCK BUILDING.  (NOTE 1A)
 JU3020'
 JU3020'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MT LAUREL NO 1
 JU3020'1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 JU3020'PROJECTS 4 INCHES.  IT IS 55 FEET EAST OF THE ENTRANCE TO THE A
 JU3020'T AND T COMPLEX, 59 FEET EAST OF THE SOUTHEAST CORNER OF THE
 JU3020'CONCRETE BLOCK BUILDING AND 16 FEET SOUTH OF THE CENTER OF THE
 JU3020'GRAVELED ROAD.  (NOTE 11A)
 JU3020'
 JU3020'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MT LAUREL NO 2
 JU3020'1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 JU3020'PROJECTS 4 INCHES.  IT IS 59.4 FEET WEST OF THE WEST SIDE OF
 JU3020'THE WOVEN WIRE FENCE SURROUNDING THE A T AND T COMPLEX.  (NOTE
 JU3020'11A)
 JU3020'
 JU3020'THERE IS NO AZIMUTH MARK AT THIS STATION NOR IS THERE ANY
 JU3020'SUITABLE PLACE TO SET ONE.
 JU3020'
 JU3020'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3020'1/4 MILE NORTH OF MOUNT LAUREL.
 JU3020
 JU3020                          STATION RECOVERY (1994)
 JU3020
 JU3020'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU3020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4950 ***********************************************************************
 KV4950  DESIGNATION -  MT MITCHELL 4
 KV4950  PID         -  KV4950
 KV4950  STATE/COUNTY-  NJ/MONMOUTH
 KV4950  USGS QUAD   -  SANDY HOOK (1981)
 KV4950
 KV4950                         *CURRENT SURVEY CONTROL
 KV4950  ___________________________________________________________________
 KV4950* NAD 83(1996)-  40 24 30.53646(N)    074 00 26.35097(W)     ADJUSTED  
 KV4950* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 KV4950  ___________________________________________________________________
 KV4950  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 KV4950  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV4950
 KV4950  HORZ ORDER  -  FIRST
 KV4950
 KV4950.The horizontal coordinates were established by classical geodetic methods
 KV4950.and adjusted by the National Geodetic Survey in September 1999..
 KV4950
 KV4950.The orthometric height was scaled from a topographic map.
 KV4950
 KV4950.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4950
 KV4950.The geoid height was determined by GEOID03.
 KV4950
 KV4950;                    North         East     Units Scale Factor Converg.
 KV4950;SPC NJ       -   174,983.709   191,816.007   MT  0.99992152   +0 19 09.8
 KV4950;SPC NJ       -   574,092.39    629,316.35   sFT  0.99992152   +0 19 09.8
 KV4950;UTM  18      - 4,473,569.378   584,228.506   MT  0.99968733   +0 38 36.7
 KV4950
 KV4950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4950!SPC NJ       -   0.99999260  x   0.99992152  =   0.99991412
 KV4950!UTM  18      -   0.99999260  x   0.99968733  =   0.99967993
 KV4950
 KV4950|---------------------------------------------------------------------|
 KV4950| PID    Reference Object                     Distance      Geod. Az  |
 KV4950|                                                           dddmmss.s |
 KV4950| CB5375 MT MITCHELL 4 RM 4                   23.567 METERS 03844     |
 KV4950| KU2801 HIGHLANDS NORTH RADAR DOME          APPROX. 2.2 KM 1492620.9 |
 KV4950| KV4951 LEONARDO HORSFORD TANK              APPROX. 4.7 KM 2561018.4 |
 KV4950| KV4989 CHAPEL HILL ATT MICRO TOWER         APPROX. 3.1 KM 2591400.0 |
 KV4950| CB5372 MT MITCHELL 4 RM 1                   50.201 METERS 27108     |
 KV4950| CB5373 MT MITCHELL 4 RM 2 AZIMUTH           60.808 METERS 29758     |
 KV4950| CB5374 MT MITCHELL 4 RM 3                   60.808 METERS 33036     |
 KV4950|---------------------------------------------------------------------|
 KV4950
 KV4950                          SUPERSEDED SURVEY CONTROL
 KV4950
 KV4950  NAD 83(1986)-  40 24 30.53648(N)    074 00 26.35012(W) AD(       ) 1
 KV4950  NAD 27      -  40 24 30.14700(N)    074 00 27.85100(W) AD(       ) 1
 KV4950
 KV4950.Superseded values are not recommended for survey control.
 KV4950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4950.See file dsdata.txt to determine how the superseded data were derived.
 KV4950
 KV4950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8422973569(NAD 83)
 KV4950_MARKER: DS = TRIANGULATION STATION DISK
 KV4950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4950
 KV4950  HISTORY     - Date     Condition        Report By
 KV4950  HISTORY     - 1932     MONUMENTED       CGS
 KV4950  HISTORY     - 1934     GOOD             CGS
 KV4950  HISTORY     - 1949     GOOD             CGS
 KV4950  HISTORY     - 1962     GOOD             CGS
 KV4950
 KV4950                          STATION DESCRIPTION
 KV4950
 KV4950'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 KV4950'LOCATED ON ATLANTIC HIGHLANDS, ON THE HIGHEST PART OF A HILL,
 KV4950'ABOUT 75 YARDS S OF OCEAN HIGHWAY, ABOUT 200 YARDS SW OF THE CLIFF
 KV4950'HOUSE EATING PLACE.
 KV4950'
 KV4950'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KV4950'DISKS SET IN CONCRETE.
 KV4950'
 KV4950'REFERENCE MARK NO.1 IS 164.7 FEET W OF STATION, ABOUT 75 YARDS
 KV4950'S OF OCEAN BOULEVARD, AT THE E SIDE OF A SMALL LEVEL PLACE WHERE
 KV4950'A DIRT ROAD LEADS S FROM THE MAIN HIGHWAY.
 KV4950'
 KV4950'REFERENCE MARK NO.2 IS APPROXIMATELY 1/4 MILE W OF STATION ON THE
 KV4950'S SIDE OF THE PAVED HIGHWAY.
 KV4950'
 KV4950'REFERENCE MARK NO.3 IS 199.5 FEET NW OF STATION, 35 FEET N OF
 KV4950'CENTER LINE OF OCEAN BOULEVARD.
 KV4950'
 KV4950'TO REACH THE STATION, GO NW FROM THE RAILROAD STATION AT
 KV4950'WATER WITCH, NEW JERSEY, ALONG OCEAN BOULEVARD 1-1/3 MILES TO
 KV4950'SIGN MOUNT MITCHELL.
 KV4950'
 KV4950'HEIGHT OF SIGNAL ABOVE STATION MARK - 28 METERS.
 KV4950
 KV4950                          STATION RECOVERY (1934)
 KV4950
 KV4950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV4950'RECOVERED.  STATION AND REFERENCE MARKS IN GOOD
 KV4950'CONDITION.  ORIGINAL DESCRIPTION ADEQUATE AND CORRECT.  A 56-FOOT
 KV4950'SIGNAL WAS NEEDED TO SEE ALL STATIONS.
 KV4950
 KV4950                          STATION RECOVERY (1949)
 KV4950
 KV4950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WJC)
 KV4950'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD
 KV4950'CONDITION EXCEPT AS FOLLOWS--
 KV4950'
 KV4950'THE CLIFF HOUSE EATING PLACE NAMED IN THE ORIGINAL DESCRIPTION
 KV4950'IS NOW KNOWN AS CLIFF LODGE, AND SO IDENTIFIED BY A SIGN.
 KV4950'
 KV4950'REFERENCE MARK 3 WAS FOUND LOCATED 35 FT. S OF THE CENTERLINE
 KV4950'OF OCEAN BOULEVARD.  THE ORIGINAL DESCRIPTION STATES IT WAS 35
 KV4950'FT. N OF THAT CENTERLINE.
 KV4950'
 KV4950'THE STATION IS NOW SURROUNDED IN EVERY DIRECTION BY TREES VARYING
 KV4950'IN HEIGHT FROM 30 TO 60 FT.
 KV4950
 KV4950                          STATION RECOVERY (1962)
 KV4950
 KV4950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV4950'NO MEASUREMENT BETWEEN RMS TREES ON LINE.
 KV4950'
 KV4950'THE STATION, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD
 KV4950'CONDITION BUT THE DISTANCE TO REFERENCE MARKS 1 AND 3 COULD NOT
 KV4950'BE MEASURED AT THIS TIME DUE TO TREES AND BRUSH THAT PROPERTY
 KV4950'OWNER REFUSED TO BE CLEARED.  THE DIRECTIONS BETWEEN REFERENCE
 KV4950'MARKS 1 AND 3 CHECKED, BUT THE 1932 DISTANCES WERE USED.  THE
 KV4950'1932 DISTANCE AND DIRECTION TO REFERENCE MARK 2 WAS USED DUE TO
 KV4950'OBSTRUCTIONS AT THIS TIME.
 KV4950'
 KV4950'A NEW REFERENCE MARK 4 WAS ESTABLISHED AT THIS TIME.
 KV4950'
 KV4950'DUE TO CHANGES A NEW DESCRIPTION FOLLOWS.
 KV4950'
 KV4950'LOCATED ON ATLANTIC HIGHLANDS, ON THE HIGHEST POINT OF A HILL,
 KV4950'ABOUT 2 MILES NORTHWEST OF THE TOWN OF HIGHLANDS AND ON PROPERTY
 KV4950'OWNED BY MR. P.M. SOUTHWORTH.  IT IS 25 FEET NORTH OF THE
 KV4950'CENTERLINE OF A DRIVEWAY, 26 FEET NORTHEAST OF A 12 INCH TREE
 KV4950'AND 92 FEET WEST OF THE NORTHWEST CORNER OF A HOUSE.  THE
 KV4950'MONUMENT PROJECTS 18 INCHES AND THE DISK IS STAMPED MT MITCHELL 4
 KV4950'1932.
 KV4950'
 KV4950'TO REACH FROM THE BRIDGE OVER THE SHREWSBURY RIVER AT THE EAST
 KV4950'EDGE OF HIGHLANDS, GO WEST ON STATE HIGHWAY 36 FOR 1.2 MILES TO
 KV4950'A FORK.  TAKE RIGHT FORK AND GO NORTH AND WEST ON A PAVED ROAD FOR
 KV4950'0.85 MILE TO A DRIVEWAY ON THE LEFT.* TURN LEFT AND GO SOUTH ON
 KV4950'DRIVEWAY UP STEEP HILL FOR 0.05 MILE TO THE STATION ON THE LEFT.
 KV4950'
 KV4950'*TO REACH REFERENCE MARK 2 FROM THIS POINT, GO WEST AND
 KV4950'NORTHWEST ON THE PAVED ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT
 KV4950'IN A YARD IN THE FRONT OF A BRICK HOUSE.
 KV4950'
 KV4950'REFERENCE MARK 1 IS 13 FEET WEST OF A WIRE FENCE, 21 FEET SOUTH
 KV4950'OF A 20 INCH OAK TREE AND 21 FEET NORTHEAST OF AN 18 INCH OAK
 KV4950'TREE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 KV4950'MT MITCHELL 4 NO 1 1932.
 KV4950'
 KV4950'REFERENCE MARK 2 IS 4 FEET NORTHWEST OF A 20 INCH OAK TREE,
 KV4950'32 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD AND 45 FEET
 KV4950'NORTH OF THE STEPS OF THE BRICK HOUSE.  THE MONUMENT PROJECTS 4
 KV4950'INCHES AND THE DISK IS STAMPED MT MITCHELL 4 NO 2 1932.
 KV4950'
 KV4950'REFERENCE MARK 3 IS 6 FEET WEST OF A 6 INCH ASH TREE, 31 FEET
 KV4950'WEST OF A WIRE FENCE AND 34 FEET SOUTH OF THE CENTERLINE OF A
 KV4950'PAVED ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 KV4950'MT MITCHELL 4 NO 3 1932.
 KV4950'
 KV4950'REFERENCE MARK 4 IS 1 FOOT SOUTHEAST OF A 10 INCH TREE AND 60 FEET
 KV4950'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE.  THE MONUMENT
 KV4950'PROJECTS 2 INCHES AND THE DISK IS STAMPED MT MITCHELL 4 NO 4 1932.
 KV4950'
 KV4950'HEIGHT OF LIGHT ABOVE STATION MARK 25.51 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5789 ***********************************************************************
 KV5789  DESIGNATION -  MT OLIVE RESET
 KV5789  PID         -  KV5789
 KV5789  STATE/COUNTY-  NJ/MORRIS
 KV5789  USGS QUAD   -  CHESTER (1981)
 KV5789
 KV5789                         *CURRENT SURVEY CONTROL
 KV5789  ___________________________________________________________________
 KV5789* NAD 83(1996)-  40 52 02.55268(N)    074 42 51.01795(W)     ADJUSTED  
 KV5789* NAVD 88     -       367.3    (meters)    1205.     (feet)  GPS OBS   
 KV5789  ___________________________________________________________________
 KV5789  X           -   1,273,484.605 (meters)                     COMP
 KV5789  Y           -  -4,659,603.575 (meters)                     COMP
 KV5789  Z           -   4,151,515.235 (meters)                     COMP
 KV5789  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 KV5789  ELLIP HEIGHT-         334.36  (meters)          (10/23/02) GPS OBS
 KV5789  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV5789
 KV5789  HORZ ORDER  -  FIRST
 KV5789  ELLP ORDER  -  FOURTH    CLASS I
 KV5789
 KV5789.The horizontal coordinates were established by classical geodetic methods
 KV5789.and adjusted by the National Geodetic Survey in May 1999..
 KV5789
 KV5789.The orthometric height was determined by GPS observations and a
 KV5789.high-resolution geoid model.
 KV5789
 KV5789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5789
 KV5789.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5789
 KV5789.The ellipsoidal height was determined by GPS observations
 KV5789.and is referenced to NAD 83.
 KV5789
 KV5789.The geoid height was determined by GEOID03.
 KV5789
 KV5789;                    North         East     Units Scale Factor Converg.
 KV5789;SPC NJ       -   225,842.843   131,946.357   MT  0.99990401   -0 08 24.5
 KV5789;SPC NJ       -   740,952.73    432,894.01   sFT  0.99990401   -0 08 24.5
 KV5789;UTM  18      - 4,524,073.992   524,086.736   MT  0.99960714   +0 11 13.3
 KV5789
 KV5789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5789!SPC NJ       -   0.99994755  x   0.99990401  =   0.99985157
 KV5789!UTM  18      -   0.99994755  x   0.99960714  =   0.99955471
 KV5789
 KV5789|---------------------------------------------------------------------|
 KV5789| PID    Reference Object                     Distance      Geod. Az  |
 KV5789|                                                           dddmmss.s |
 KV5789| CB5377 MT OLIVE RM 1                        26.770 METERS 08114     |
 KV5789| CB5378 MT OLIVE RM 2                        24.522 METERS 15511     |
 KV5789| KV5826 BUDDS LAKE 95 MILE TREE LOT         APPROX. 4.3 KM 3151230.3 |
 KV5789| CB5376 MT OLIVE AZ MK                                     3173403.6 |
 KV5789|---------------------------------------------------------------------|
 KV5789
 KV5789                          SUPERSEDED SURVEY CONTROL
 KV5789
 KV5789  ELLIP H (05/14/99)  334.35   (m)                       GP(       ) 4 1
 KV5789  NAD 83(1986)-  40 52 02.55165(N)    074 42 51.01986(W) AD(       ) 1
 KV5789  NAD 27      -  40 52 02.19600(N)    074 42 52.43400(W) AD(       ) 1
 KV5789  NGVD 29 (07/19/86)  367.3    (m)         1205.     (f) VERT ANG       
 KV5789
 KV5789.Superseded values are not recommended for survey control.
 KV5789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5789.See file dsdata.txt to determine how the superseded data were derived.
 KV5789
 KV5789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2408724074(NAD 83)
 KV5789_MARKER: DS = TRIANGULATION STATION DISK
 KV5789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5789_SP_SET: CONCRETE POST
 KV5789_STAMPING: MT OLIVE 1879 1935
 KV5789_MARK LOGO: CGS   
 KV5789_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5789+STABILITY: SURFACE MOTION
 KV5789_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5789+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2006
 KV5789
 KV5789  HISTORY     - Date     Condition        Report By
 KV5789  HISTORY     - 1879     MONUMENTED       CGS
 KV5789  HISTORY     - 1879     GOOD             CGS
 KV5789  HISTORY     - 1931     GOOD             LOCENG
 KV5789  HISTORY     - 1935     SEE DESCRIPTION  CGS
 KV5789  HISTORY     - 1935     GOOD             USPSQD
 KV5789  HISTORY     - 1936     GOOD             CGS
 KV5789  HISTORY     - 1942     GOOD             CGS
 KV5789  HISTORY     - 1974     GOOD             NGS
 KV5789  HISTORY     - 1986     GOOD             AEROS
 KV5789  HISTORY     - 19870823 GOOD
 KV5789  HISTORY     - 19930914 GOOD             NJGS
 KV5789  HISTORY     - 20060521 GOOD             GEOCAC
 KV5789
 KV5789                          STATION DESCRIPTION
 KV5789
 KV5789'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (EAB)
 KV5789'STATION IS ON A HIGH HILL ABOUT 2-1/4 MILES S BY W FROM STANHOPE,
 KV5789'1-1/2 MILES NNW FROM FLANDERS, 1-1/2 MILES NE FROM MT. OLIVE
 KV5789'VILLAGE, 1-1/4 MILES E BY S FROM BUDD LAKE VILLAGE.  THE STATION
 KV5789'IS ABOUT 1/2 MILE W OF THE ROAD FROM STANHOPE TO FLANDERS AND
 KV5789'1/4 MILE N OF THE BRANCH ROAD TO BUDD LAKE.  IT IS ON LAND
 KV5789'BELONGING TO GEO. L. SALMON, WHOSE HOUSE STANDS ABOUT 1/4 MILE
 KV5789'TO THE SW.  THE STATION IS MARKED BY A CROSS CUT ON THE TOP OF A
 KV5789'STONE POST (6 INCHES SQUARE AND 2 FEET IN LENGTH) SET SO AS
 KV5789'TO PROJECT 6 INCHES.  DIRECTLY UNDER THIS POST ANOTHER STONE
 KV5789'SIMILARLY MARKED, AND OF ONE CUBIC FOOT DIMENSIONS IS
 KV5789'PLACED.
 KV5789'
 KV5789'THREE REFERENCE MARKS, EACH AN ARROWHEAD OUT ON A ROCK, ARE
 KV5789'LOCATED RESPECTIVELY--133 FEET 7 INCHES, SE 1/2 E.  181 FEET,
 KV5789'2 INCHES NE.  AND 310 FEET, 7 INCHES N BY W FROM THE STATION.  THE
 KV5789'FIRST NAMED REFERENCE MARK IS ON A LARGE PROJECTING ROCK IN A
 KV5789'CLUMP OF WOODS.
 KV5789
 KV5789                          STATION RECOVERY (1879)
 KV5789
 KV5789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1879
 KV5789'RECOVERED IN GOOD CONDITION.
 KV5789
 KV5789                          STATION RECOVERY (1931)
 KV5789
 KV5789'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1931
 KV5789'RECOVERED BY NJ WATER POLICY COMM.
 KV5789'
 KV5789'THE STATION IS LOCATED ON LAND OWNED BY ABE SILBERMAN, WHO
 KV5789'RESIDES AT 972 BROAD STREET, NEWARK, N.J.
 KV5789'
 KV5789'THE GEO. L. SOLOMAN BUILDINGS, WHICH WERE THE STARTING POINT OF
 KV5789'THE ORIGINAL DESCRIPTION ARE IN RUINS AND THE LOCATION MAY BE
 KV5789'ENTIRELY OBLITERATED AT ANYTIME.  TWO OF THE ORIGINAL TIES ARE
 KV5789'ENTIRELY DESTROYED OR LOST.
 KV5789'
 KV5789'FROM THE STATION THE FOLLOWING MEASUREMENTS WERE TAKEN--1ST
 KV5789'N 13 DEG W, 310 FEET 9 INCHES TO AN ARROWHEAD CUT IN A ROCK.  THIS
 KV5789'IS ONE OF THE ORIGINAL TIES, 2ND N 88 DEG E, 88 FEET TO A CROSS
 KV5789'CUT IN A LARGE ROCK IN A PILE OF ROCKS ABOUT 3 FEET HIGH AT THE
 KV5789'EDGE OF THE WOODS.  3RD S 18 DEG E, 80.8 FEET TO AN ARROWHEAD
 KV5789'CUT IN THE TOP OF A ROCK ROCK ABOUT 1-1/2 FEET BY 3-1/2 FEET.
 KV5789'THIS ROCK IS IN THE WOODS ABOUT 30 FEET.
 KV5789'
 KV5789'TO GO TO THE STATION PROCEED FROM FLANDERS ALONG THE OLD ROAD
 KV5789'TOWARD STANHOPE TO A POINT ABOUT 1 MILE FROM FLANDERS AND 3 MILES
 KV5789'FROM STANHOPE.  THENCE PROCEED ALONG THE ROAD TO BUDD LAKE ABOUT
 KV5789'0.6 MILE TO A TURN IN THE ROAD OPPOSITE A FENCE AND HEDGE ROW
 KV5789'RUNNING TO THE NE (THIS POINT IS ALSO 265 PACES NORTHWESTERLY
 KV5789'FROM THE RUINS OF THE OLD G.L. SOLOMAN BUILDINGS), THENCE N
 KV5789'54 DEG E 1,200 FEET TO THE MONUMENT.
 KV5789
 KV5789                          STATION RECOVERY (1935)
 KV5789
 KV5789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5789'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE WITNESS MARK
 KV5789'MENTIONED IN THE ORIGINAL DESCRIPTION WAS SEARCHED FOR BUT NOT
 KV5789'RECOVERED.
 KV5789'
 KV5789'THE OLD STATION MARK WAS REMOVED AND A NEW MARK, A STANDARD
 KV5789'BRONZE DISK SET IN A SQUARE CONCRETE MONUMENT, WAS SET OVER THE
 KV5789'UNDERGROUND MARK.  TWO REFERENCE MARKS AND AN AZIMUTH MARK WERE
 KV5789'NEWLY ESTABLISHED.
 KV5789'
 KV5789'THE STATION IS LOCATED ON THE PROPERTY OF MR. ARTHUR SILVERMAN,
 KV5789'31 COMMERCE STREET, NEWARK, N.J., ON THE HIGHEST POINT OF GROUND
 KV5789'IN THE VICINITY, IN A GRASSY FIELD, AT THE NW POINT OF A WOODS,
 KV5789'AND 17 PACES NW OF A 4-INCH OAK TREE WITH A TRIANGULAR BLAZE
 KV5789'(THE TREE IS IN AN OLD ROCK FENCE).  THE MARK PROJECTS 6 INCHES
 KV5789'AND IS STAMPED MT. OLIVE 1935.
 KV5789'
 KV5789'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE TOP OF
 KV5789'A BOULDER AND ON THE SE SIDE OF THE BOULDER IS A PILE OF
 KV5789'ROCKS.  THE BOULDER IS AT THE NW EDGE OF A PATCH OF WOODS.  THE
 KV5789'MARK IS STAMPED MT. OLIVE NO. 1 1879-1935.  THERE IS A POSSIBILITY
 KV5789'THAT THE BOULDER MAY BECOME LOOSENED IN TIME TO COME.
 KV5789'
 KV5789'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE TOP
 KV5789'OF A LONE BOULDER, AND 6 PACES SSE OF AN OLD ROCK FENCE.  THE
 KV5789'MARK IS STAMPED MT. OLIVE NO. 2 1879 1935.
 KV5789'
 KV5789'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF A
 KV5789'LARGE BOULDER WHICH IS IN AN OLD STONE FENCE, 6 PACES SE OF A
 KV5789'4-INCH OAK TREE, AND 3 PACES W OF A 6-INCH HICKORY TREE.  THE
 KV5789'MARK IS STAMPED MT. OLIVE 1879 1935.
 KV5789'
 KV5789'STATE SURVEY MONUMENT NO. 5331 IS A STANDARD STATE SURVEY DISK
 KV5789'SET IN CONCRETE ON THE NORTHWESTERLY INTERSECTION OF THE ROAD
 KV5789'LEADING FROM ROUTE 31 TO BUDD LAKE, AND THE ROAD LEADING FROM
 KV5789'FLANDERS TO NETCONG.  SAID INTERSECTION IS ABOUT 0.6 MILE SW
 KV5789'FROM ROUTE 31 ALONG THE ROAD LEADING TO BUDD LAKE.
 KV5789'
 KV5789'STATE SURVEY MONUMENT NO. 5330 IS A STANDARD STATE SURVEY DISK
 KV5789'SET IN CONCRETE ON THE N SIDE OF THE ROAD LEADING FROM ROUTE 31 TO
 KV5789'BUDD LAKE, AND ABOUT 0.3 MILE SW FROM ITS INTERSECTION WITH
 KV5789'ROUTE 31.  THE MONUMENT IS NEAR A LARGE OAK TREE OPPOSITE THE
 KV5789'BUNGALOW OF MRS. OMIELLA.
 KV5789'
 KV5789'TO SEE MONUMENT NO. 5330 AND 5331 FROM THE STATION A 50-FOOT
 KV5789'TOWER IS REQUIRED.
 KV5789'
 KV5789'TO REACH THE STATION FROM THE MT. OLIVE TOWNSHIP BUILDING IN
 KV5789'BUDD LAKE GO WESTWARD ON THE ROAD TO MT. OLIVE AND FOLLOWING THE
 KV5789'SIGN TO GOLD MINE MANOR LEAVING ROUTE NO. 6 TO THE RIGHT.  FOLLOW
 KV5789'THIS ROAD FOR 0.35 MILE TO A Y-ROAD, BEAR LEFT ON THE ROAD TO
 KV5789'GOLD MINE MANOR FOR 0.9 MILE TO A REVERSE Y-ROAD AFTER ROUNDING
 KV5789'A CURVE, HERE BEAR SHARPLY TO THE LEFT ON A ROCK ROAD FOR ABOUT
 KV5789'50 YARDS TO THE FIRST GAP IN A FENCE, TURN RIGHT THROUGH GAP
 KV5789'AND FOLLOW A DIM ROAD FOR 0.15 MILE TO ANOTHER GAP, CONTINUE
 KV5789'AHEAD PARALLEL TO A HEDGE ROW ON THE LEFT FOR 0.05 MILE TO
 KV5789'ANOTHER GAP, HERE BEAR SLIGHTLY RIGHT (SE) DIAGONALLY ACROSS A
 KV5789'GRASSY FIELD FOR 0.1 MILE TO THE STATION.
 KV5789'
 KV5789'A 77-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 KV5789
 KV5789                          STATION RECOVERY (1935)
 KV5789
 KV5789'RECOVERY NOTE BY US POWER SQUADRON 1935 (JBD)
 KV5789'STATION MT. OLIVE 1879-1935 RECOVERED GOOD.
 KV5789'RM-1 MT. OLIVE 1879-1935 NO. 1 RECOVERED GOOD.
 KV5789'RM-2 MT. OLIVE 1879-1935 NO. 2 RECOVERED GOOD.
 KV5789'AZIMUTH MT. OLIVE 1879-1935 RECOVERED GOOD.
 KV5789'
 KV5789'PREVIOUS DESCRIPTION FROM 1942 REQUIRES REVISION.
 KV5789'TO REACH THE STATION GO SOUTHERLY ON U.S. HWY. 46 FROM BUDD LAKE
 KV5789'POST OFFICE TO JUG-HANDLE TURN ON RIGHT, TAKE TURN ON TO COUNTY HWY.
 KV5789'667, PROCEED SOUTH FOR 0.35 MILES TO Y. TURN LEFT AND GO 0.9 MILE
 KV5789'TO A DIRT ROAD COMING IN FROM LEFT, JUST AFTER ROUNDING CURVE.
 KV5789'TURN SHARP LEFT AND GO ABOUT 0.2 MILE NORTH ON DIRT ROAD TO WOODS
 KV5789'LINE, TURN RIGHT AND FOLLOW WOODS LINE NW FOR ABOUT 0.3 MILE TO
 KV5789'AZIMUTH MARK SET IN BOULDER, 3 FT. N OF WITNESS POST TIED TO TREE.
 KV5789'PROCEED SE ACROSS TWO MOWN FIELDS FOR 0.2 MILE TO STATION MARK IN
 KV5789'LIGHT WOODS, SET IN CONCRETE POST PROJECTING 6 IN. ABOVE GROUND.
 KV5789'RM-1 AND RM-2 ARE SET IN BOULDERS AS PREVIOUSLY DESCRIBED, THE
 KV5789'BOULDERS FORM PART OF AN OLD STONE FENCE IN THE WOODS ABOUT 50 FT.
 KV5789'SE OF THE STATION MARK.  THE PATH ALONG THE WOODS LINE TO THE
 KV5789'AZIMUTH GOES UP HILL.
 KV5789
 KV5789                          STATION RECOVERY (1936)
 KV5789
 KV5789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JPL)
 KV5789'MARK AS DESCRIBED AND AS RE-MARKED BY JOHN BOWIE IN 1935 FOUND IN
 KV5789'EXCELLENT CONDITION.  DESCRIPTION ADEQUATE AND SATISFACTORY.
 KV5789'
 KV5789'NOTE.--THE ABOVE MEASUREMENTS BY SECOND-ORDER TRAVERSE METHODS.
 KV5789
 KV5789                          STATION RECOVERY (1942)
 KV5789
 KV5789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV5789'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD
 KV5789'CONDITION.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 KV5789'
 KV5789'THE STATION MARK IS ABOUT 1-1/4 MILES E BY S OF THE VILLAGE
 KV5789'OF BUDD LAKE ON A PARTIALLY WOODED HILL.  IT IS ABOUT 50 FEET N
 KV5789'OF THE EDGE OF THE WOOD AND ON LAND THAT HAS BEEN CULTIVATED.  IT
 KV5789'PROJECTS ABOUT 6 INCHES AND IS STAMPED MT. OLIVE 1879-1935.
 KV5789'
 KV5789'REFERENCE MARK NO. 1 IS AT A PILE OF ROCKS AT THE NE
 KV5789'EDGE OF THE PATCH OF THE WOODS.  THE BOULDER IS ABOUT 3 FEET IN
 KV5789'DIAMETER AND PROJECTS ABOUT 2 FEET.  THE DISK IS SET FLUSH AND IS
 KV5789'STAMPED MT. OLIVE NO. 1 1879 1935.
 KV5789'
 KV5789'REFERENCE MARK NO. 2 IS ABOUT 20 FEET INTO THE PATCH
 KV5789'OF WOODS, IN A LONE BOULDER, ABOUT 18 FEET S OF AN OLD ROCK
 KV5789'FENCE.  IT IS FLUSH WITH THE BOULDER AND IS STAMPED MT. OLIVE
 KV5789'1879 1935.
 KV5789'
 KV5789'THE AZIMUTH MARK IS ABOUT 0.2 MILE NE OF THE STATION AT THE
 KV5789'EDGE OF THE WOODS.  IT IS SET IN A LARGE BOULDER IN AN OLD STONE
 KV5789'FENCE.  IT IS STAMPED MT. OLIVE 1879 1935.
 KV5789'
 KV5789'TO REACH THE STATION FROM A CAUTION LIGHT AT THE W END OF THE
 KV5789'TOWN OF BUDD LAKE ON STATE HIGHWAY 6 GO SOUTHERLY (RIGHT) OFF
 KV5789'STATE HIGHWAY 6 ON A MACADAM ROAD FOR 0.35 MILE TO A Y. TURN
 KV5789'LEFT (SIGN BUDD LAKE MANOR) AND GO 0.9 MILE TO A DIRT ROAD COMING
 KV5789'IN FROM THE LEFT, JUST AFTER ROUNDING A CURVE.  TURN SHARP LEFT
 KV5789'AND GO ABOUT 50 YARDS TO TRACK ROAD RIGHT.  TURN RIGHT AND GO
 KV5789'0.15 MILE ON A DIM TRAIL ROAD TO GAP IN STONE FENCE.  CONTINUE
 KV5789'AHEAD PARALLEL TO HEDGE ROW ON THE LEFT FOR 0.05 MILE TO
 KV5789'ANOTHER GAP IN FENCE.  HERE BEAR RIGHT (SE) DIAGONALLY ACROSS
 KV5789'FIELD TO THE STATION.
 KV5789
 KV5789                          STATION RECOVERY (1974)
 KV5789
 KV5789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 KV5789'THE STATION MARK, MT OLIVE 1879, REFERENCE MARKS NUMBER 1 AND 2
 KV5789'AND THE AZIMUTH MARK WERE RECOVERED AND ARE AS DESCRIBED IN THE
 KV5789'1942 DESCRIPTION BY G.W.L..  A CHECK WAS MADE FOR DISTANCE AND
 KV5789'DIRECTION TO THE MARKS.  A DIFFERENCE OF 0.019 METERS SHORTER
 KV5789'TO REFERENCE MARK 1 WAS NOTED.  THE DIRECTIONS ARE ADEQUATE.  THE
 KV5789'LOCATION AND ROUTE TO THE STATION WERE FOUND ADEQUATE.
 KV5789
 KV5789                          STATION RECOVERY (1986)
 KV5789
 KV5789'RECOVERY NOTE BY AERO SERVICE CORPORATION 1986 (JKP)
 KV5789'THE STATION WAS RECOVERED AT THIS DATE.
 KV5789'THE TO REACH DESCRIPTION OF 1942 WAS INADEQUATE. A NEW DESCRIPTION
 KV5789'FOLLOWS.  TO REACH THE STATION FROM THE MOUNT OLIVE TOWNSHIP
 KV5789'BUILDING AT THE WEST END OF THE TOWN OF BUDD LAKE AND AT THE WEST
 KV5789'END OF BUDD LAKE ON STATE HIGHWAY 46, GO EAST-NORTHEAST FOR 1.86 KM
 KV5789'(1.15 MI) ON STATE HIGHWAY 46 TO THE INTERSECTION OF MOUNT OLIVE
 KV5789'ROAD.  TURN RIGHT AND GO SOUTH FOR 0.57 KM (0.35 MI) ON MOUNT OLIVE
 KV5789'ROAD TO A CURVE LEFT AT A (Y) INTERSECTION AT FLANDERS ROAD.  TURN
 KV5789'LEFT AND GO EAST FOR 1.46 KM (0.9 MI) ON FLANDERS ROAD TO A DIRT
 KV5789'ROAD COMING IN FROM THE LEFT, JUST AFTER ROUNDING A CURVE.  TURN
 KV5789'SHARP LEFT AND GO NORTH FOR 46 METERS (150 FEET) ON THE DIRT ROAD
 KV5789'TO A TRACK ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.24 KM (0.15
 KV5789'MI) ON THE TRACK ROAD TO A GAP IN AN OLD STONE FENCE.  CONTINUE
 KV5789'STRAIGHT AHEAD AND GO EAST FOR 0.08 KM (0.05 MI) ON THE TRACK ROAD
 KV5789'WHICH PARALLELS A HEDGE ROW AND AN OLD STONE FENCE TO THE NORTH, TO
 KV5789'ANOTHER GAP IN AN OLD STONE FENCE.  TURN RIGHT AND GO
 KV5789'SOUTH-SOUTHEAST FOR ABOUT 114 METERS (375 FEET) ON A CLEARED FIELD
 KV5789'TO THE STATION.  LOCATED ABOUT 23 METERS (75 FEET) SOUTH FROM THE
 KV5789'NORTH EDGE OF THE WOODS.
 KV5789'OWNERSHIP--FOR ACCESS TO THE PROPERTY CONTACT MR. ED LATA,
 KV5789'PRESIDENT OF THE BUDD LAKE BOW AND GUN CLUB, PHONE NUMBER
 KV5789'(201)347-8352.
 KV5789
 KV5789                          STATION RECOVERY (1987)
 KV5789
 KV5789'RECOVERED 1987
 KV5789'RECOVERED IN GOOD CONDITION.
 KV5789
 KV5789                          STATION RECOVERY (1993)
 KV5789
 KV5789'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV5789'THE STATION IS LOCATED IN MT OLIVE TOWNSHIP ON THE PROPERTY OWNED BY
 KV5789'THE B AND H REALTY COMPANY, 32 CODDINGTON TERRACE, LIVINGSTON, NEW
 KV5789'JERSEY 07039 AND LEASED TO THE BUDD LAKE BOW AND GUN CLUB, P.O. BOX
 KV5789'16, BUDD LAKE, NEW JERSEY 07828.  PERMISSION TO OCCUPY THE STATION
 KV5789'SHOULD BE OBTAINED FROM MR. WILLIAM BERMAN, ATTORNEY, PHONE  201 993
 KV5789'1736 AND MR. JOSEPH STEINBURG, ATTORNEY, PHONE  201 992 8700, WHO
 KV5789'BOTH REPRESENT THE REALTY COMPANY.  BEFORE OCCUPYING THE STATION,
 KV5789'CONTACT MR.ED LATA, PAST PRESIDENT OF THE BUDD LAKE BOW AND GUN CLUB,
 KV5789'PHONE 201 347 8352 OR 201 691 1743, WHO REQUESTS THAT WE NOTIFY HIM
 KV5789'OF OUR PRESENCE BEFOREHAND, SINCE THERE MAY BE HUNTERS IN THE AREA
 KV5789'DURING OBSERVATION PERIODS.  TO REACH THE STATION FROM THE
 KV5789'INTERSECTION OF U.S. HIGHWAY 206 AND DRAKESDALE ROAD, GO SOUTHWEST ON
 KV5789'DRAKESDALE ROAD FOR 1.30 MI (2.09 KM) TO THE CROSSROADS INTERSECTION
 KV5789'WITH FLANDERS NETCONG ROAD AND FLANDERS ROAD.  CONTINUE AHEAD AND GO
 KV5789'NORTHWEST ON FLANDERS ROAD FOR 0.7 MI (1.1 KM) TO A SHARP CURVE
 KV5789'BEARING TO THE LEFT AND A LOCKED METAL GATE ACROSS A GRASS LANE
 KV5789'LEADING TO A FIELD ON THE RIGHT.  PASS THROUGH THE GATE AND FOLLOW
 KV5789'THE GRASS LANE UPHILL FOR 0.2 MI (0.3 KM) TO A REVERSE WYE JUNCTION.
 KV5789'CONTINUE AHEAD FOR 200 FT (61.0 M) TO A FIELD AND ANOTHER GRASS LANE
 KV5789'ON THE RIGHT.  TURN RIGHT AND FOLLOW THE LANE ACROSS A FIELD TO A
 KV5789'VISIBLY CLEARED AREA AHEAD.  FROM THE EDGE OF THE CLEARING, PACK
 KV5789'SOUTHEAST FOR ABOUT 100 FT (30.5 M) TO THE STATION ON THE RIGHT, NEXT
 KV5789'TO AN ORANGE CARSONITE WITNESS POST.  THE STATION, STAMPED MT OLIVE
 KV5789'1879 1935, PROJECTS 0.5 FT (15.2 CM) ABOVE THE GROUND.  REFERENCE
 KV5789'MARK NUMBERS 1 AND 2 WERE ALSO RECOVERED AT THIS TIME, BUT NO
 KV5789'MEASUREMENTS WERE MADE.
 KV5789
 KV5789                          STATION RECOVERY (2006)
 KV5789
 KV5789'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV5789'THE LAND IS NOW PROTECTED BY NEW JERSEY GREEN ACRES.  DESCRIPTIONS
 KV5789'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5502 ***********************************************************************
 KV5502  DESIGNATION -  MT ROSE RESET
 KV5502  PID         -  KV5502
 KV5502  STATE/COUNTY-  NJ/MERCER
 KV5502  USGS QUAD   -  PRINCETON (1981)
 KV5502
 KV5502                         *CURRENT SURVEY CONTROL
 KV5502  ___________________________________________________________________
 KV5502* NAD 83(1996)-  40 22 03.42008(N)    074 43 24.47012(W)     ADJUSTED  
 KV5502* NAVD 88     -       127.4    (meters)     418.     (feet)  VERTCON   
 KV5502  ___________________________________________________________________
 KV5502  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 KV5502  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KV5502
 KV5502  HORZ ORDER  -  FIRST
 KV5502
 KV5502.The horizontal coordinates were established by classical geodetic methods
 KV5502.and adjusted by the National Geodetic Survey in September 1999..
 KV5502
 KV5502.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5502
 KV5502.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5502
 KV5502.The geoid height was determined by GEOID03.
 KV5502
 KV5502;                    North         East     Units Scale Factor Converg.
 KV5502;SPC NJ       -   170,353.780   131,022.168   MT  0.99990443   -0 08 41.0
 KV5502;SPC NJ       -   558,902.36    429,861.90   sFT  0.99990443   -0 08 41.0
 KV5502;SPC PA S     -   119,245.665   856,995.859   MT  0.99996055   +1 57 48.9
 KV5502;SPC PA S     -   391,225.15  2,811,660.58   sFT  0.99996055   +1 57 48.9
 KV5502;UTM  18      - 4,468,597.071   523,477.981   MT  0.99960679   +0 10 44.8
 KV5502
 KV5502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5502!SPC NJ       -   0.99998526  x   0.99990443  =   0.99988969
 KV5502!SPC PA S     -   0.99998526  x   0.99996055  =   0.99994581
 KV5502!UTM  18      -   0.99998526  x   0.99960679  =   0.99959206
 KV5502
 KV5502:                Primary Azimuth Mark                     Grid Az
 KV5502:SPC NJ       -  STATE VILLAGE EPILEPTICS TANK            027 46 55.1
 KV5502:SPC PA S     -  STATE VILLAGE EPILEPTICS TANK            025 40 25.2
 KV5502:UTM  18      -  STATE VILLAGE EPILEPTICS TANK            027 27 29.3
 KV5502
 KV5502|---------------------------------------------------------------------|
 KV5502| PID    Reference Object                     Distance      Geod. Az  |
 KV5502|                                                           dddmmss.s |
 KV5502| KV5507 STATE VILLAGE EPILEPTICS TANK       APPROX. 5.8 KM 0273814.1 |
 KV5502| KV5503 AIRWAY BN 72 E OF MT ROSE           APPROX. 3.4 KM 0781527.5 |
 KV5502| KV5496 AIRWAY BEACON 72 C                  APPROX.13.3 KM 0864407.0 |
 KV5502| KV5498 PRINCETON MUNICIPAL TANK            APPROX. 5.3 KM 1072356.7 |
 KV5502| KV5505 PRINCETON TRINITY CHURCH SPIRE      APPROX. 5.5 KM 1142804.4 |
 KV5502| KV5504 AIRWAY BEACON 72 A                  APPROX. 9.9 KM 1525006.3 |
 KV5502| KV5587 AIRWAY BEACON 71 A                  APPROX.22.6 KM 1963423.4 |
 KV5502| CB5381 MT ROSE RM 2                         71.445 METERS 24440     |
 KV5502| CB5379 MT ROSE AZ MK                                      2652511.3 |
 KV5502| KV5777 HOPEWELL ST MICHAELS SCH CROSS      APPROX. 3.2 KM 3072906.2 |
 KV5502| KV5819 AIRWAY BEACON 68                    APPROX.27.9 KM 3470440.3 |
 KV5502| CB5380 MT ROSE RM 1                         63.030 METERS 35110     |
 KV5502|---------------------------------------------------------------------|
 KV5502
 KV5502                          SUPERSEDED SURVEY CONTROL
 KV5502
 KV5502  NAD 83(1986)-  40 22 03.41820(N)    074 43 24.47162(W) AD(       ) 1
 KV5502  NAD 27      -  40 22 03.03600(N)    074 43 25.89200(W) AD(       ) 1
 KV5502  NGVD 29 (07/19/86)  127.7    (m)          419.     (f) VERT ANG       
 KV5502
 KV5502.Superseded values are not recommended for survey control.
 KV5502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5502.See file dsdata.txt to determine how the superseded data were derived.
 KV5502
 KV5502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2347868597(NAD 83)
 KV5502
 KV5502  HISTORY     - Date     Condition        Report By
 KV5502  HISTORY     - 1929     MONUMENTED       CGS
 KV5502  HISTORY     - 1868     GOOD             CGS
 KV5502  HISTORY     - 1928     GOOD             CGS
 KV5502  HISTORY     - 1929     SEE DESCRIPTION  CGS
 KV5502  HISTORY     - 1933     GOOD             CGS
 KV5502  HISTORY     - 1936     GOOD             CGS
 KV5502  HISTORY     - 1945     GOOD             NJDCED
 KV5502  HISTORY     - 1965     GOOD             CGS
 KV5502  HISTORY     - 1973     GOOD             NGS
 KV5502
 KV5502                          STATION DESCRIPTION
 KV5502
 KV5502'DESCRIBED BY COAST AND GEODETIC SURVEY 1868
 KV5502'IN THE HIGH HILL OF THAT NAME, ABOUT 2-1/2 MILES SE OF HOPEWELL,
 KV5502'1-5/8 MILES N OF ROSEDALE, 1-1/2 MILES W OF CEDAR GROVE, 1/2
 KV5502'MILE S OF THE SW CORNER OF SOMERSET COUNTY, AND 1/4 MILE W OF
 KV5502'THE DIVIDING LINE BETWEEN HOPEWELL AND PRINCETON TOWNSHIPS.  THE
 KV5502'STATION IS ON THE PROPERTY OF NOAH STOUT, AND IS MARKED BY AN
 KV5502'EARTHEN CONE.  TO THE EASTWARD OF THE STATION, 20 FEET 10 INCHES
 KV5502'DISTANT, THERE IS A WALNUT TREE GROWING FROM THE STUMP OF AN
 KV5502'OLD ONE WHICH WAS 2-1/2 FEET IN DIAMETER.  A CHERRY TREE 114
 KV5502'FEET N OF THE WALNUT, AND A CEDAR TREE 42 FEET S OF THE
 KV5502'WALNUT ARE RESPECTIVELY 118.4 FEET AND 44.9 FEET DISTANT FROM
 KV5502'THE STATION.  ALL OF THE TREES ARE DIRECTLY IN THE LINE
 KV5502'OF THE FENCE SEPARATING NOAH STOUTS LAND FROM THAT OF J.L.
 KV5502'SUTPLIN.
 KV5502
 KV5502                          STATION RECOVERY (1928)
 KV5502
 KV5502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (CAS)
 KV5502'THE LAND THAT THE MARK IS ON NOW BELONGS TO PROFESSOR WILLIAM
 KV5502'STARR MEYERS OF PRINCETON.  THE EARTHEN CONE, STILL HOOPED WITH
 KV5502'IRON, WAS FOUND APPARENTLY AS ESTABLISHED, AFTER EXTENSIVE
 KV5502'DIGGING.  NOTHING BUT THE GENERAL LOCALITY OF THE MARK COULD
 KV5502'BE TOLD FROM THE OLD DESCRIPTION.  THE STAKES USED FOR WITNESS
 KV5502'POINTS COULD NOT BE FOUND.  THERE IS NO SIGN OF THE ROAD THAT
 KV5502'ONCE RAN PAST THE STATION.  THE STATION IS FIFTY-SIX FEET N
 KV5502'AND W OF A GATE POST AT THE N END OF A GATE IN A N AND S FENCE
 KV5502'AND AT AN E AND W FENCE.  IT IS 23 FEET W OF A BROKEN OFF
 KV5502'WALNUT TREE THAT STANDS IN THE N AND S FENCE.  THE MARK IS 50
 KV5502'FEET N OF A BLAZED TREE THAT STANDS ABOUT 30 FEET W OF THE
 KV5502'GATE POST AND 3 FEET N OF THE E AND W FENCE.  RECOVERY
 KV5502'DEFINITE.  STATION CAN READILY BE OCCUPIED.
 KV5502
 KV5502                          STATION RECOVERY (1929)
 KV5502
 KV5502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (CMT)
 KV5502'STATION IS IN HOPEWELL TOWNSHIP, ABOUT 3.5 MILES WNW OF
 KV5502'PRINCETON, 2.5 MILES SE OF HOPEWELL, 1 MILE SE OF THE VILLAGE
 KV5502'OF MOUNT ROSE ON LAND OWNED BY PROFESSOR WILLIAM STARR MEYERS
 KV5502'OF PRINCETON.  STATION IS ABOUT 300 YARDS W OF THE HOME OF
 KV5502'PURINGTON STOUT, 22 FEET W OF THE N AND S FENCE LINE BETWEEN THE
 KV5502'STOUT FARM AND THAT OF PROFESSOR MEYERS, 55 FEET WNW OF
 KV5502'GATE POST IN FENCE CORNER.  REFERENCE MARK NO. 1 IS N OF
 KV5502'STATION IN N AND S FENCE LINE.  REFERENCE MARK NO. 2 IS WSW
 KV5502'OF STATION IN THE E AND W FENCE LINE.  STATION WAS RE-MARKED
 KV5502'WITH STANDARD DISK STATION MARKS.  SURFACE MARK SET IN
 KV5502'CONCRETE POST AND IS 15 INCHES BELOW THE SURFACE OF THE
 KV5502'GROUND.  SUB-SURFACE MARK SET IN CONCRETE BLOCK 3 FEET BELOW
 KV5502'SURFACE OF GROUND.  REFERENCE MARKS ARE STANDARD DISKS SET
 KV5502'IN CONCRETE BLOCKS EXTENDING 4 INCHES ABOVE THE GROUND.
 KV5502'
 KV5502'TO REACH STATION FROM HOPEWELL FOLLOW ROAD LEADING TO PRINCETON
 KV5502'TO THE VILLAGE OF MOUNT ROSE WHICH IS ABOUT 2 MILES S OF
 KV5502'HOPEWELL.  HERE BEAR LEFT ON NARROW GRAVEL ROAD (FORMERLY THE
 KV5502'PRINCETON-MOUNT ROSE ROAD) FOLLOW THIS ROAD 1 MILE TO CROSSROADS
 KV5502'AND TURN RIGHT (S) 0.4 MILE TO THE HOME OF PURINGTON STOUT
 KV5502'WHICH IS THE SECOND HOUSE ON THE W SIDE OF THE ROAD.  HERE PASS
 KV5502'THROUGH MR. STOUTS YARD AND CONTINUE W 300 YARDS, THROUGH
 KV5502'ORCHARD AND MEADOW TO HIS PASTURE GATE WHICH IS AT THE SE
 KV5502'CORNER OF PROFESSOR MEYERS LAND.  STATION IS WNW OF THIS POINT.
 KV5502
 KV5502                          STATION RECOVERY (1933)
 KV5502
 KV5502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HCW)
 KV5502'THIS STATION IS ON THE SUMMIT OF MOUNT ROSE, IN THE ROCKY HILLS,
 KV5502'ABOUT 1-3/4 MILES WNW OF PRINCETON AND 1-1/4 MILES SE OF
 KV5502'HOPEWELL.  THE PROPERTY AT THE STATION IS OWNED BY PROFESSOR
 KV5502'WILLIAM STARR MEYERS OF PRINCETON UNIVERSITY WHOSE ADDRESS IS
 KV5502'104 BAYARD LANE, PRINCETON.  THE STATION IS 56 FEET NNW OF THE
 KV5502'N GATE POST, 23 FEET W OF THE N AND S FENCE LINE AND ON A SMALL
 KV5502'UNUSED PATCH OF GROUND.  THE STATION IS MARKED ACCORDING TO
 KV5502'NOTE 1A AND IS 15 INCHES BELOW THE SURFACE OF THE GROUND.
 KV5502'
 KV5502'REFERENCE MARK NO. 1 IS ABOUT 80 PACES N ALONG THE N AND S
 KV5502'FENCE LINE, 63.03 METERS FROM THE STATION AND PROJECTS 4
 KV5502'INCHES.  REFERENCE MARK NO. 2 IS ABOUT 80 PACES W ALONG THE E AND W
 KV5502'FENCE LINE AND PROJECTS 4 INCHES.  IT IS 71.44 METERS FROM THE
 KV5502'STATION.  BOTH REFERENCE MARKS ARE MARKED ACCORDING TO NOTE 11A.
 KV5502'
 KV5502'AN AZIMUTH MARK WAS ESTABLISHED ABOUT 1.5 MILES W OF THE
 KV5502'STATION, ABOUT 0.35 MILE NW OF MOUNT ROSE VILLAGE, 24 FEET
 KV5502'SW OF THE CENTER LINE OF A GRAVEL ROAD, AT THE W EDGE OF A
 KV5502'FIELD AND E EDGE OF WOODS.  REACHED FROM MOUNT ROSE VILLAGE BY
 KV5502'THE PRINCETON-HOPEWELL ROAD NW 0.35 MILE TO ROAD FORKS.  TAKE
 KV5502'LEFT FORK WHICH IS A GRAVEL ROAD AND GO 89 PACES TO THE STATION.
 KV5502'
 KV5502'A 103-FOOT TOWER WAS ERECTED.
 KV5502'
 KV5502'TO REACH STATION FROM THE ROAD JUNCTION AT MOUNT ROSE, WHICH
 KV5502'IS ABOUT 1-1/4 MILES S OF HOPEWELL ALONG THE PRINCETON ROAD,
 KV5502'TAKE NARROW GRAVEL ROAD LEADING E AND FOLLOW 0.95 MILE AND TURN
 KV5502'S AT DIRT CROSSROADS AND CONTINUE 0.4 MILE TO PURINGTON STOUTS
 KV5502'HOUSE WHICH IS THE SECOND HOUSE ON THE W SIDE OF THE ROAD.  TURN
 KV5502'W INTO THE LANE AT THIS HOUSE AND FOLLOW ALONG N SIDE OF THE
 KV5502'HOUSE AND THROUGH GATE AT THE BARN AND CONTINUE ON LANE TO THE TOP
 KV5502'OF THE HILL AND THE INTERSECTION OF A N AND S AND E AND W FENCE
 KV5502'LINE.  THIS IS A TOTAL DISTANCE OF ABOUT 1/4 MILE FROM THE MAIN
 KV5502'ROAD AT STOUTS HOUSE.  THE S GATE POST, AT THE FENCE
 KV5502'INTERSECTION, IS A TREE AND IS MARKED BY A LARGE TRIANGULAR
 KV5502'BLAZE.
 KV5502
 KV5502                          STATION RECOVERY (1936)
 KV5502
 KV5502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JPL)
 KV5502'STATION FOUND AS DESCRIBED AND AS RE-MARKED IN 1929 BY
 KV5502'C.M. THOMAS.  DESCRIPTION SATISFACTORY AND ADEQUATE.
 KV5502'
 KV5502'NOTE.--THE ABOVE MEASUREMENTS MADE BY SECOND-ORDER TRAVERSE
 KV5502'METHODS.
 KV5502
 KV5502                          STATION RECOVERY (1945)
 KV5502
 KV5502'RECOVERY NOTE BY NJ CONS AND ECON DEV 1945
 KV5502'STATION AND REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 FOUND
 KV5502'IN GOOD CONDITION.  THE MEASURED DISTANCE FROM THE STATION TO
 KV5502'R.M. NO. 1 WAS 206.53 FEET.  THE DISTANCE TO R.M. NO. 2 WAS
 KV5502'NOT MEASURED.
 KV5502
 KV5502                          STATION RECOVERY (1965)
 KV5502
 KV5502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 KV5502'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 KV5502'AZIMUTH MARK WERE ALL RECOVERED AS REMARKED AND DESCRIBED BY
 KV5502'C.M. THOMAS IN 1929.
 KV5502'
 KV5502'FOLLOWING ARE SOME ADDITIONAL NOTES AND A TO REACH DESCRIPTION--
 KV5502'
 KV5502'THE STATION MARK IS ABOUT 15-INCHES BELOW THE SURFACE OF THE
 KV5502'GROUND, 64 FEET NORTH OF A POWERLINE, 23 FEET WEST OF THE
 KV5502'REMAINS OF AN OLD STONE FENCE, AND 9 FEET NORTH OF A TRAIL
 KV5502'THROUGH WOODED AREA.
 KV5502'
 KV5502'REFERENCE MARK NO. 1 IS 63.03 METERS NORTH OF STATION AND 3
 KV5502'FEET WEST OF OLD STONE FENCE PROJECTING 2 INCHES.  REFERENCE
 KV5502'MARK NO. 2 IS WEST-SOUTHWEST OF STATION AT A DISTANCE OF 71.44
 KV5502'METERS AND IS 7 FEET NORTH OF A STONE FENCE.  IT PROJECTS
 KV5502'ABOUT 2 INCHES.
 KV5502'
 KV5502'AZIMUTH MARK IS 1.5 MILES WEST OF STATION 0.35 MILE NORTHWEST
 KV5502'OF MOUNT ROSE, 90 PACES WEST OF A ROAD FORK, 24 FEET SOUTHWEST
 KV5502'OF CENTERLINE OF ROAD, 36 FEET SOUTHWEST OF POWERLINE POLE
 KV5502'NO. 4761, 15 FEET SOUTHEAST OF A SCHOOL BUS STOP SIGN AND IS IN
 KV5502'WOODED AREA, AT EAST EDGE OF TALLER TREES TO THE WEST.  IT
 KV5502'PROJECTS ABOUT 3 INCHES.
 KV5502'
 KV5502'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 518 AND 569 AT
 KV5502'EAST EDGE OF HOPEWELL.  GO SOUTH ON HIGHWAY 569 FOR 1.55 MILES
 KV5502'TO A REVERSE Y FORK, AZIMUTH MARK 90 PACES TO RIGHT, CONTINUE
 KV5502'SOUTH ON HIGHWAY FOR 0.35 MILE TO A CROSSROAD IN VILLAGE OF MOUNT
 KV5502'ROSE, TURN LEFT AND GO EAST ON SURFACED ROAD FOR 1.0 MILE TO A
 KV5502'CROSSROAD, TURN RIGHT AND GO SOUTH ON PROVINCE LINE
 KV5502'RD., GRAVELED, FOR 0.5 MILE TO A LANE RIGHT, JUST BEFORE
 KV5502'REACHING A LARGE WHITE HOUSE ON RIGHT, TURN RIGHT AND GO WEST,
 KV5502'PAST NORTH SIDE OF HOUSE AND GARAGE, OR BARN, AND CONTINUE
 KV5502'WESTERLY ON LANE FOR 0.2 MILE TO A NORTH-SOUTH BRUSHLINE AND
 KV5502'STATION TO NORTHWEST IN WOODED AREA.
 KV5502
 KV5502                          STATION RECOVERY (1973)
 KV5502
 KV5502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 KV5502'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KV5502'CONDITION AS DESCRIBED.  I HAD A REPORT THAT THE STATION MARK
 KV5502'WAS DESTROYED.  AFTER A SEARCH WAS MADE IT WAS FOUND IN POSITION,
 KV5502'16-INCHES BELOW THE SURFACE.  DUE TO HEAVY RAINS THE MARKS WERE
 KV5502'NOT INTERSECTED AT THIS DATE.  THE DISTANCE TO THE REFERENCE
 KV5502'MARKS WERE CHECKED AND FOUND TO BE WITHIN CLOSE AGREEMENT WITH
 KV5502'THE 1965 OBSERVATION.
 KV5502'
 KV5502'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5502'1-1/2 MILES SOUTHEAST OF HOPEWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6248 ***********************************************************************
 KV6248  DESIGNATION -  MT VERNON AZ MK 2
 KV6248  PID         -  KV6248
 KV6248  STATE/COUNTY-  NJ/MORRIS
 KV6248  USGS QUAD   -  CHATHAM (1981)
 KV6248
 KV6248                         *CURRENT SURVEY CONTROL
 KV6248  ___________________________________________________________________
 KV6248* NAD 83(1996)-  40 41 42.30038(N)    074 24 09.71652(W)     ADJUSTED  
 KV6248* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 KV6248  ___________________________________________________________________
 KV6248  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 KV6248  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV6248
 KV6248  HORZ ORDER  -  THIRD
 KV6248
 KV6248.The horizontal coordinates were established by classical geodetic methods
 KV6248.and adjusted by the National Geodetic Survey in September 1999..
 KV6248.No horizontal observational check was made to the station.
 KV6248
 KV6248.The orthometric height was scaled from a topographic map.
 KV6248
 KV6248.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6248
 KV6248.The geoid height was determined by GEOID03.
 KV6248
 KV6248;                    North         East     Units Scale Factor Converg.
 KV6248;SPC NJ       -   206,694.226   158,223.223   MT  0.99990083   +0 03 48.4
 KV6248;SPC NJ       -   678,129.31    519,104.02   sFT  0.99990083   +0 03 48.4
 KV6248;UTM  18      - 4,505,080.846   550,464.851   MT  0.99963135   +0 23 22.1
 KV6248
 KV6248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6248!SPC NJ       -   0.99999381  x   0.99990083  =   0.99989465
 KV6248!UTM  18      -   0.99999381  x   0.99963135  =   0.99962517
 KV6248
 KV6248                          SUPERSEDED SURVEY CONTROL
 KV6248
 KV6248  NAD 83(1996)-  40 41 42.29897(N)    074 24 09.71611(W) AD(       ) 3
 KV6248  NAD 83(1986)-  40 41 42.29805(N)    074 24 09.71291(W) AD(       ) 3
 KV6248
 KV6248.Superseded values are not recommended for survey control.
 KV6248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6248.See file dsdata.txt to determine how the superseded data were derived.
 KV6248
 KV6248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5046505081(NAD 83)
 KV6248_MARKER: DZ = AZIMUTH MARK DISK
 KV6248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6248_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6248+STABILITY: SURFACE MOTION
 KV6248
 KV6248  HISTORY     - Date     Condition        Report By
 KV6248  HISTORY     - 1984     MONUMENTED       NGS
 KV6248
 KV6248                          STATION DESCRIPTION
 KV6248
 KV6248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 KV6248'THE STATION IS LOCATED ABOUT 17.5 KM (11.0 MI)
 KV6248'WEST OF ELIZABETH AND
 KV6248'1.3 KM (0.8 MI) WEST OF NEW PROVIDENCE AND NEAR THE MURRAY HILL
 KV6248'RAILROAD DEPOT.
 KV6248'OWNERSHIP--HIGHWAY RIGHT OF WAY.
 KV6248'
 KV6248'TO REACH THE STATION FROM THE NEW PROVIDENCE FIRE STATION, GO
 KV6248'SOUTHERLY ON COUNTY ROAD 647 FOR 0.1 KM (0.05 MI) TO THE JUNCTION
 KV6248'WITH COUNTY ROAD 512.  CONTINUE SOUTH ON COUNTY ROAD 647 FOR
 KV6248'1.3 KM (0.8 MI) TO A CROSSROADS.  TURN RIGHT ONTO WESTERN AVENUE
 KV6248'FOR 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT UNDER A 30 CM
 KV6248'METAL BOX.
 KV6248'
 KV6248'THE STATION IS A STANDARD NGS DISK
 KV6248'STAMPED---MT VERNON 1935 NO 2 1984---,
 KV6248'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6248'25 CM IN DIAMETER RECESSED 21 CM BELOW GROUND.  LOCATED
 KV6248'40.8 METERS (133.8 FT) EAST FROM THE NORTHEAST CORNER OF THE MURRY
 KV6248'HILL RAILWAY DEPOT,
 KV6248'24.3 METERS (79.8 FT) EAST FROM THE CENTER OF FOLEY PLACE,
 KV6248'22.9 METERS (75.1 FT) SOUTH-SOUTHEAST FROM THE SOUTH RAIL OF THE
 KV6248'DOUBLE TRACK AND
 KV6248'4.7 METERS (15.5 FT) SOUTH FROM THE CENTER OF WESTERN AVENUE.
 KV6248'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 KV6248'STAMPED---MT VERNON 1935 NO 2 1984---,
 KV6248'SET INTO AN IRREGULAR MASS OF CONCRETE 0.98 METERS BELOW THE SURFACE.
 KV6248'
 KV6248'DESCRIBED BY R G POUST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4898 ***********************************************************************
 KV4898  DESIGNATION -  MT VERNON RESET
 KV4898  PID         -  KV4898
 KV4898  STATE/COUNTY-  NJ/MORRIS
 KV4898  USGS QUAD   -  CHATHAM (1981)
 KV4898
 KV4898                         *CURRENT SURVEY CONTROL
 KV4898  ___________________________________________________________________
 KV4898* NAD 83(1996)-  40 42 59.23248(N)    074 24 37.24986(W)     ADJUSTED  
 KV4898* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 KV4898  ___________________________________________________________________
 KV4898  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 KV4898  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV4898
 KV4898  HORZ ORDER  -  FIRST
 KV4898
 KV4898.The horizontal coordinates were established by classical geodetic methods
 KV4898.and adjusted by the National Geodetic Survey in September 1999..
 KV4898
 KV4898.The orthometric height was scaled from a topographic map.
 KV4898
 KV4898.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4898
 KV4898.The geoid height was determined by GEOID03.
 KV4898
 KV4898;                    North         East     Units Scale Factor Converg.
 KV4898;SPC NJ       -   209,066.405   157,574.432   MT  0.99990071   +0 03 30.5
 KV4898;SPC NJ       -   685,912.03    516,975.45   sFT  0.99990071   +0 03 30.5
 KV4898;UTM  18      - 4,507,448.655   549,802.747   MT  0.99963053   +0 23 04.7
 KV4898
 KV4898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4898!SPC NJ       -   0.99998229  x   0.99990071  =   0.99988300
 KV4898!UTM  18      -   0.99998229  x   0.99963053  =   0.99961283
 KV4898
 KV4898|---------------------------------------------------------------------|
 KV4898| PID    Reference Object                     Distance      Geod. Az  |
 KV4898|                                                           dddmmss.s |
 KV4898| CB5382 MT VERNON RM 1                       33.050 METERS 04303     |
 KV4898| CS4380 MT VERNON RM 4                       12.064 METERS 04918     |
 KV4898| KV4815 SUMMIT CONSOL WATER CO TANK         APPROX. 3.8 KM 1210248.6 |
 KV4898| KV4895 AIR BCN RED LIGHT FLASHING M        APPROX. 3.7 KM 1293742.3 |
 KV4898| KV6248 MT VERNON AZ MK 2                   APPROX. 2.5 KM 1644543.7 |
 KV4898| CB5383 MT VERNON RM 2                       33.350 METERS 23902     |
 KV4898| CS4379 MT VERNON RM 3                       24.101 METERS 30026     |
 KV4898| KV5787 MT KEMBLE RESET                     APPROX.10.9 KM 3005025.3 |
 KV4898|---------------------------------------------------------------------|
 KV4898
 KV4898                          SUPERSEDED SURVEY CONTROL
 KV4898
 KV4898  NAD 83(1996)-  40 42 59.23106(N)    074 24 37.24945(W) AD(       ) 1
 KV4898  NAD 83(1986)-  40 42 59.23029(N)    074 24 37.24836(W) AD(       ) 1
 KV4898  NAD 27      -  40 42 58.86700(N)    074 24 38.70100(W) AD(       ) 1
 KV4898
 KV4898.Superseded values are not recommended for survey control.
 KV4898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4898.See file dsdata.txt to determine how the superseded data were derived.
 KV4898
 KV4898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4980307449(NAD 83)
 KV4898_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV4898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4898_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV4898_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV4898+STABILITY: SURFACE MOTION
 KV4898
 KV4898  HISTORY     - Date     Condition        Report By
 KV4898  HISTORY     - 1984     MONUMENTED       NGS
 KV4898  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV4898  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV4898  HISTORY     - 1991     GOOD             USPSQD
 KV4898
 KV4898                          STATION DESCRIPTION
 KV4898
 KV4898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 KV4898'THE STATION WAS RECOVERED AT THIS DATE.
 KV4898'THE STATION SUB-SURFACE MARK WAS THE ONLY DISK FOUND IN GOOD
 KV4898'CONDITION. A NEW STATION SURFACE MARK WAS SET OVER THE OLD
 KV4898'SUB-SURFACE DISK ALONG WITH TWO NEW REFERENCE MARKS AND A NEW
 KV4898'AZIMUTH MARK.
 KV4898'A COMPLETE NEW DESCRIPTION OF THIS STATION FOLLOWS.
 KV4898'
 KV4898'THE STATION IS LOCATED ABOUT 17.75 KM (11.0 MI)
 KV4898'WEST OF ELIZABETH,
 KV4898'3.25 KM (2.0 MI) SOUTHWEST OF SUMMIT,
 KV4898'1.5 KM (1.0 MI) NORTHWEST OF NEW PROVIDENCE AND ON A LONG NORTHEAST
 KV4898'-SOUTHWEST RIDGE.
 KV4898'OWNERSHIP--MORRIS TOWNSHIP.
 KV4898'
 KV4898'TO REACH THE STATION FROM THE NEW PROVIDENCE FIRE STATION, GO
 KV4898'NORTHERLY ON COUNTY ROAD 647 FOR 0.9 KM. (0.55 MI.) TO A FORK ON
 KV4898'THE NORTH SIDE OF THE PASSAIC RIVER. BEAR RIGHT AND GO NORTHEAST ON
 KV4898'RIVER ROAD FOR 0.8 KM (0.5 MI.) TO A SIDE ROAD LEFT. TURN LEFT AND
 KV4898'GO NORTHWEST ON SOUTHERN BOULEVARD FOR 0.25 KM. (0.15 MI.) TO A
 KV4898'FIVE WAY JUNCTION AT THE CHATHAM TOWNSHIP BUILDING. TURN LEFT AND
 KV4898'GO SOUTHWEST ON FAIRMONT AVENUE FOR 0.55 KM. (0.35 MI.) TO A SIDE
 KV4898'ROAD LEFT. TURN LEFT AND GO SOUTHEAST ON RAMAPO TRAIL FOR 0.1 KM. (
 KV4898'0.05 MI.) TO AN OFFSET CROSSROADS. JOG LEFT AND GO SOUTH EAST THEN
 KV4898'SOUTHWEST ACROSS TOP OF RIDGE ON HURON DRIVE FOR 0.4 KM. (0.25
 KV4898') TO THE STATION ON THE LEFT.
 KV4898'
 KV4898'THE STATION IS A STANDARD NGS DISK
 KV4898'STAMPED---MT VERNON 1935 1984---,
 KV4898'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE,
 KV4898'LOCATED
 KV4898'19.3 METERS (63.2 FT) WEST FROM THE WEST CORNER OF A HOUSE NUMBERED
 KV4898'37,
 KV4898'22.4 METERS (73.5 FT) NORTH FROM THE NORTH CORNER OF A HOUSE
 KV4898'NUMBERED 43,
 KV4898'6.3 METERS (20.6 FT) NORTHEAST FROM THE CENTER OF A DRIVE TO THE
 KV4898'HOUSE NUMBERED 43,
 KV4898'6.2 METERS (20.5 FT) SOUTHEAST FROM THE HURON DRIVE AND
 KV4898'1.8 METERS (5.9 FT) EAST FROM A POWER POLE JC 902.
 KV4898'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 KV4898'STAMPED---MT VERNON 1935---,
 KV4898'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 KV4898'
 KV4898'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK
 KV4898'STAMPED---MT VERNON 1935 NO 3 1984---,
 KV4898'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV4898'36 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV4898'31.2 METERS (102.4 FT) SOUTHEAST FROM THE EAST CORNER OF A HOUSE
 KV4898'NUMBERED 40,
 KV4898'18.4 METERS (60.3 FT) NORTHWEST FROM THE NORTH CORNER OF A HOUSE
 KV4898'NUMBERED 37,
 KV4898'5.3 METERS (17.4 FT) SOUTHEAST FROM THE CENTER OF HURON DRIVE AND
 KV4898'11.05 METERS (36.0 FT) SOUTHWEST FROM A POWER POLE JC 908.
 KV4898'MARK IS 0.3 METERS BELOW THE STATION.
 KV4898'
 KV4898'REFERENCE MARK NO. 4 IS A STANDARD NGS DISK
 KV4898'STAMPED---MT VERNON 1935 NO 4 1984---,
 KV4898'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV4898'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV4898'31.2 METERS (102.5 FT) WEST FROM THE WEST CORNER OF HOUSE NUMBER 37,
 KV4898'21.6 METERS (71.0 FT) SOUTH FROM THE SOUTH CORNER OF NUMBER 40,
 KV4898'20.5 METERS (67.1 FT) EAST FROM THE EAST CORNER OF NUMBER 37 AND
 KV4898'4.9 METERS (16.0 FT) NORTHWEST FROM THE CENTER OF HURON DRIVE.
 KV4898'MARK IS LEVEL WITH THE STATION.
 KV4898'
 KV4898'AZIMUTH MARK NO. 2 IS A STANDARD NGS DISK
 KV4898'STAMPED---MT VERNON 1935 NO 2 1984---,
 KV4898'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT RECESSED
 KV4898'21 CM BELOW GROUND.  LOCATED
 KV4898'40.8 METERS (133.8 FT) EAST FROM THE NORTHEAST EDGE OF THE MURRAY
 KV4898'HILL RAILROAD DEPOT,
 KV4898'24.3 METERS (79.8 FT) EAST FROM THE CENTER OF FOLEY PLACE,
 KV4898'22.9 METERS (75.1 FT) SOUTH-SOUTHEAST FROM THE SOUTH RAIL OF A
 KV4898'RAILWAY DOUBLE TRACK AND
 KV4898'4.7 METERS (15.5 FT) SOUTH FROM THE CENTER OF WESTERN AVENUE.
 KV4898'
 KV4898'TO REACH THE AZIMUTH FROM THE STATION,
 KV4898'OF COUNTY ROADS 512 AND 647.
 KV4898'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 1.3 KM (0.8 MI) ON COUNTY
 KV4898'ROAD 647 TO A CROSSROADS.
 KV4898'TURN RIGHT AND GO WEST FOR 0.1 KM (0.05 MI) ON WESTERN AVENUE TO
 KV4898'MARK ON THE LEFT UNDER A 30 CM SQUARE METAL BOX.
 KV4898'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 KV4898'STAMPED---MT VERNON 1935 NO 2 1984---,
 KV4898'SET INTO AN IRREGULAR MASS OF CONCRETE 0.98 METERS BELOW THE SURFACE.
 KV4898'
 KV4898'DESCRIBED BY R G POUST.
 KV4898
 KV4898                          STATION RECOVERY (1985)
 KV4898
 KV4898'RECOVERY NOTE BY US POWER SQUADRON 1985 (CWK)
 KV4898'STATION NOT RECOVERED.
 KV4898'
 KV4898'THE TWO BIG PILLARS REFERRED TO ARE ENGRAVED BUXTON NOT BURTON, AREA
 KV4898'HAS BEEN DEVELOPED FURTHER SINCE 1974 AND ROADS HAVE BEEN CHANGED.
 KV4898'THERE IS NO SIGN OF A FIRE LANE.
 KV4898
 KV4898                          STATION RECOVERY (1990)
 KV4898
 KV4898'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV4898'MARK NOT FOUND.
 KV4898
 KV4898                          STATION RECOVERY (1991)
 KV4898
 KV4898'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWK)
 KV4898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2630 ***********************************************************************
 LY2630  DESIGNATION -  MUD
 LY2630  PID         -  LY2630
 LY2630  STATE/COUNTY-  NJ/SUSSEX
 LY2630  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY2630
 LY2630                         *CURRENT SURVEY CONTROL
 LY2630  ___________________________________________________________________
 LY2630* NAD 83(1996)-  41 06 59.38179(N)    074 53 08.20706(W)     ADJUSTED  
 LY2630* NAVD 88     -       489.     (meters)    1604.     (feet)  SCALED    
 LY2630  ___________________________________________________________________
 LY2630  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 LY2630  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 LY2630
 LY2630  HORZ ORDER  -  FIRST
 LY2630
 LY2630.The horizontal coordinates were established by classical geodetic methods
 LY2630.and adjusted by the National Geodetic Survey in September 1999..
 LY2630
 LY2630.The orthometric height was scaled from a topographic map.
 LY2630
 LY2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2630
 LY2630.The geoid height was determined by GEOID03.
 LY2630
 LY2630;                    North         East     Units Scale Factor Converg.
 LY2630;SPC NJ       -   253,555.281   117,616.768   MT  0.99991290   -0 15 12.9
 LY2630;SPC NJ       -   831,872.62    385,881.01   sFT  0.99991290   -0 15 12.9
 LY2630;SPC PA S     -   201,903.112   840,535.217   MT  1.00002699   +1 51 30.2
 LY2630;SPC PA S     -   662,410.46  2,757,655.96   sFT  1.00002699   +1 51 30.2
 LY2630;UTM  18      - 4,551,695.540   509,603.159   MT  0.99960113   +0 04 30.8
 LY2630
 LY2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2630!SPC NJ       -   0.99992846  x   0.99991290  =   0.99984137
 LY2630!SPC PA S     -   0.99992846  x   1.00002699  =   0.99995545
 LY2630!UTM  18      -   0.99992846  x   0.99960113  =   0.99952962
 LY2630
 LY2630|---------------------------------------------------------------------|
 LY2630| PID    Reference Object                     Distance      Geod. Az  |
 LY2630|                                                           dddmmss.s |
 LY2630| CB4766 MUD RM 1                              8.199 METERS 04738     |
 LY2630| CB4767 MUD RM 2                             10.881 METERS 25723     |
 LY2630| LY2635 DRY MEADOW FIRE TOWER               APPROX.13.7 KM 3352701.4 |
 LY2630|---------------------------------------------------------------------|
 LY2630
 LY2630                          SUPERSEDED SURVEY CONTROL
 LY2630
 LY2630  NAD 83(1996)-  41 06 59.38149(N)    074 53 08.20766(W) AD(       ) 1
 LY2630  NAD 83(1986)-  41 06 59.38159(N)    074 53 08.20755(W) AD(       ) 1
 LY2630  NAD 27      -  41 06 59.03400(N)    074 53 09.59500(W) AD(       ) 1
 LY2630
 LY2630.Superseded values are not recommended for survey control.
 LY2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2630.See file dsdata.txt to determine how the superseded data were derived.
 LY2630
 LY2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0960351696(NAD 83)
 LY2630
 LY2630  HISTORY     - Date     Condition        Report By
 LY2630  HISTORY     - 1937     MONUMENTED       CGS
 LY2630  HISTORY     - 1940     SEE DESCRIPTION  CGS
 LY2630
 LY2630                          STATION DESCRIPTION
 LY2630
 LY2630'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (AN)
 LY2630'THE STATION IS LOCATED ON THE HIGHEST PART OF A RIDGE ABOUT 1 MILE
 LY2630'NORTHEAST OF HARDING LAKE (BY TRAIL).  IT IS MARKED BY A
 LY2630'DEPARTMENT OF CONSERVATION AND DEVELOPMENT GEODETIC CONTROL SURVEY
 LY2630'DISK, SET IN OUTCROP ROCK ABOUT 1 FOOT BELOW HIGHEST PART OF
 LY2630'OUTCROP, STAMPED MUD.
 LY2630'
 LY2630'TO REACH THE STATION FROM STILLWATER, SUSSEX COUNTY, N.J.,
 LY2630'GO NORTHWEST 0.35 MILE, NORTHEAST 0.15 MILE, HERE BEAR LEFT (NORTH)
 LY2630'AND FOLLOW 4.28 MILES TO END OF MACADAM ROAD, CONTINUE AHEAD
 LY2630'0.75 MILE ALONG DIRT ROAD WHICH GOES OVER MOUNTAIN, TURN RIGHT
 LY2630'(NORTHEAST) 2.25 MILES TO THE NORTH END OF HARDING LAKE.  PARK
 LY2630'CAR HERE, 200 FEET MORE OR LESS EAST OF THE DR. H.G. SMITH
 LY2630'SHINGLE-AND-STONE BUNGALOW.  A BLAZED TRAIL BEGINS HERE.
 LY2630'FOLLOW THIS TRAIL NORTH FOR ABOUT 1 MILE TO THE TOP OF RIDGE TO
 LY2630'LARGE ROCK OUTCROP IN WHICH STATION MARK AND REFERENCE MARKS
 LY2630'ARE SET.
 LY2630'
 LY2630'REFERENCE MARK NO.1, A DEPARTMENT OF CONSERVATION AND
 LY2630'DEVELOPMENT GEODETIC CONTROL SURVEY DISK, IS 26.904 FEET
 LY2630'NORTHEAST OF STATION, SET IN ROCK OUTCROP AND ABOUT 3 FEET LOWER
 LY2630'THAN STATION, STAMPED R.M.1.
 LY2630'
 LY2630'REFERENCE MARK NO.2, A DEPARTMENT OF CONSERVATION AND
 LY2630'DEVELOPMENT GEODETIC CONTROL SURVEY DISK, IS 35.695 FEET
 LY2630'SOUTHWEST OF THE STATION, SET IN ROCK OUTCROP AND ABOUT 5 FEET
 LY2630'LOWER THAN THE STATION, STAMPED R.M.2.
 LY2630'
 LY2630'NO AZIMUTH MARK WAS SET.
 LY2630'
 LY2630'NO PROMINENT OBJECTS ARE VISIBLE FROM THE GROUND.  A 16-FOOT
 LY2630'STAND CLEARS ALL LINES OBSERVED.
 LY2630
 LY2630                          STATION RECOVERY (1940)
 LY2630
 LY2630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (RJS)
 LY2630'STATION IS LOCATED ON THE HIGHEST PART OF A RIDGE ABOUT ONE MILE
 LY2630'NORTHEAST OF HARDING LAKE (BY TRAIL).  IT IS MARKED BY A
 LY2630'DEPARTMENT OF CONSERVATION AND DEVELOPMENT GEODETIC CONTROL
 LY2630'SURVEY DISK, SET IN ROCK OUTCROP ABOUT ONE FOOT BELOW THE HIGHEST
 LY2630'POINT.  THE MARK IS STAMPED MUD.
 LY2630'
 LY2630'TO REACH FROM NEWTON, GO SOUTH ON STATE HIGHWAY 8 FOR 3.8 MILES
 LY2630'TO PAVED ROAD RIGHT, TURN RIGHT AND FOLLOW PAVED ROAD WESTERLY
 LY2630'FOR 3.7 MILES TO A STEEL BRIDGE AT THE EAST EDGE OF STILLWATER,
 LY2630'CONTINUE ON THROUGH STILLWATER FOR 0.35 MILE TO A FORK, TAKE
 LY2630'RIGHT FORK AND GO 0.25 MILE TO FORK, TAKE LEFT FORK UP HILL
 LY2630'AND GO 4.25 MILES TO END OF PAVED ROAD, THEN CONTINUE WESTERLY
 LY2630'UP DIRT MOUNTAIN ROAD (HARDING LAKE ROAD) FOR 0.85 MILE, THEN
 LY2630'TURN RIGHT AND FOLLOW A ROUGH DIRT ROAD NORTHERLY FOR 2.2
 LY2630'MILES TO PARKING LOT AT LAKE SHORE.  LEAVE TRUCK HERE AND
 LY2630'PACK UP PRIVATE ROAD 125 YARDS INTO THE FIRST DRAW, THEN LEAVE
 LY2630'ROAD, TURN RIGHT AND FOLLOW DIM TRAIL NORTHERLY UP DRAW AND UP
 LY2630'RIDGES FOR ABOUT 1 MILE TO STATION.
 LY2630'
 LY2630'BOTH REFERENCE MARKS WERE FOUND AS DESCRIBED AND DISTANCES
 LY2630'AND DIRECTIONS CHECKED.  AN ATTEMPT HAS BEEN MADE TO DISLOCATE
 LY2630'REFERENCE MARK NO.2, BUT IT IS STILL FIRMLY IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4129 ***********************************************************************
 KV4129  DESIGNATION -  MUD
 KV4129  PID         -  KV4129
 KV4129  STATE/COUNTY-  NJ/HUDSON
 KV4129  USGS QUAD   -  WEEHAWKEN (1995)
 KV4129
 KV4129                         *CURRENT SURVEY CONTROL
 KV4129  ___________________________________________________________________
 KV4129* NAD 83(1996)-  40 45 03.58366(N)    074 05 33.65144(W)     ADJUSTED  
 KV4129* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4129  ___________________________________________________________________
 KV4129  LAPLACE CORR-           6.55  (seconds)                    DEFLEC99
 KV4129  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KV4129
 KV4129  HORZ ORDER  -  THIRD
 KV4129
 KV4129.The horizontal coordinates were established by classical geodetic methods
 KV4129.and adjusted by the National Geodetic Survey in September 1999..
 KV4129
 KV4129.The orthometric height was scaled from a topographic map.
 KV4129
 KV4129.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4129
 KV4129.The geoid height was determined by GEOID03.
 KV4129
 KV4129;                    North         East     Units Scale Factor Converg.
 KV4129;SPC NJ       -   212,977.809   184,395.113   MT  0.99991456   +0 15 57.2
 KV4129;SPC NJ       -   698,744.70    604,969.63   sFT  0.99991456   +0 15 57.2
 KV4129;SPC NY L     -    64,891.486   292,173.028   MT  0.99999639   -0 03 38.2
 KV4129;SPC NY L     -   212,898.15    958,571.01   sFT  0.99999639   -0 03 38.2
 KV4129;UTM  18      - 4,511,511.692   576,593.852   MT  0.99967221   +0 35 32.3
 KV4129
 KV4129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4129!SPC NJ       -   1.00000492  x   0.99991456  =   0.99991948
 KV4129!SPC NY L     -   1.00000492  x   0.99999639  =   1.00000131
 KV4129!UTM  18      -   1.00000492  x   0.99967221  =   0.99967713
 KV4129
 KV4129:                Primary Azimuth Mark                     Grid Az
 KV4129:SPC NJ       -  SECAUCUS TB HOSP PWRHSE SW CHY           032 09 11.2
 KV4129:SPC NY L     -  SECAUCUS TB HOSP PWRHSE SW CHY           032 28 46.6
 KV4129:UTM  18      -  SECAUCUS TB HOSP PWRHSE SW CHY           031 49 36.1
 KV4129
 KV4129|---------------------------------------------------------------------|
 KV4129| PID    Reference Object                     Distance      Geod. Az  |
 KV4129|                                                           dddmmss.s |
 KV4129| KV4111 SECAUCUS TB HOSP PWRHSE SW CHY      APPROX. 1.0 KM 0322508.4 |
 KV4129| KV4251 JERSEY CITY GAS ELEC W CHIMNEY      APPROX. 1.7 KM 1085009.4 |
 KV4129| CB5387 MUD RM 2                             17.953 METERS 11724     |
 KV4129| KV4124 SYLVAN                              420.923 METERS 3042027.4 |
 KV4129| CB5386 MUD RM 1                             15.179 METERS 34735     |
 KV4129|---------------------------------------------------------------------|
 KV4129
 KV4129                          SUPERSEDED SURVEY CONTROL
 KV4129
 KV4129  NAD 83(1996)-  40 45 03.58357(N)    074 05 33.65157(W) AD(       ) 3
 KV4129  NAD 83(1996)-  40 45 03.58279(N)    074 05 33.65331(W) AD(       ) 3
 KV4129  NAD 83(1992)-  40 45 03.58196(N)    074 05 33.65408(W) AD(       ) 3
 KV4129  NAD 83(1986)-  40 45 03.58354(N)    074 05 33.65438(W) AD(       ) 3
 KV4129  NAD 27      -  40 45 03.21800(N)    074 05 35.13800(W) AD(       ) 3
 KV4129
 KV4129.Superseded values are not recommended for survey control.
 KV4129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4129.See file dsdata.txt to determine how the superseded data were derived.
 KV4129
 KV4129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7659411512(NAD 83)
 KV4129_MARKER: DS = TRIANGULATION STATION DISK
 KV4129_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4129_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4129
 KV4129  HISTORY     - Date     Condition        Report By
 KV4129  HISTORY     - 1913     MONUMENTED       CGS
 KV4129  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4129
 KV4129                          STATION DESCRIPTION
 KV4129
 KV4129'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4129'STATION IS ON THE E SIDE OF HACKENSACK RIVER, ON A PROMINENT POINT
 KV4129'WHERE THE RIVER BENDS SHARPLY TO THE NORTHWARD, ABOUT 3/4 MILE
 KV4129'ABOVE THE MOUTH OF PENHORN CREEK, 1/4 MILE BELOW A BRIDGE OF THE
 KV4129'PENNSYLVANIA RAILROAD, AND 1/2 MILE BELOW THE ERIE RAILROAD
 KV4129'BRIDGE.
 KV4129'
 KV4129'THE STATION IS MARKED BY A C. AND G.S. STANDARD BRASS DISK CEMENTED
 KV4129'IN THE TOP OF A 4-INCH TILE PIPE AND SUNK TO THE GROUND LEVEL.
 KV4129'
 KV4129'THE SUBSURFACE MARK IS A BURIED BOTTLE SET IN CONCRETE.
 KV4129'
 KV4129'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CONCRETE CONTAINED
 KV4129'IN A 3-INCH TILE PIPE AND SUNK TO THE GROUND LEVEL, ARE PLACED
 KV4129'RESPECTIVELY 49.8 FEET N 2 DEG E AND 58.9 FEET S 57 DEG E FROM
 KV4129'THE STATION.
 KV4129
 KV4129                          STATION RECOVERY (1931)
 KV4129
 KV4129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4129'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2743 ***********************************************************************
 JU2743  DESIGNATION -  MULLICA
 JU2743  PID         -  JU2743
 JU2743  STATE/COUNTY-  NJ/BURLINGTON
 JU2743  USGS QUAD   -  NEW GRETNA (1977)
 JU2743
 JU2743                         *CURRENT SURVEY CONTROL
 JU2743  ___________________________________________________________________
 JU2743* NAD 83(1996)-  39 33 26.07740(N)    074 27 41.49605(W)     ADJUSTED  
 JU2743* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2743  ___________________________________________________________________
 JU2743  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 JU2743  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JU2743
 JU2743  HORZ ORDER  -  SECOND
 JU2743
 JU2743.The horizontal coordinates were established by classical geodetic methods
 JU2743.and adjusted by the National Geodetic Survey in September 1999..
 JU2743
 JU2743.The orthometric height was scaled from a topographic map.
 JU2743
 JU2743.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2743
 JU2743.The geoid height was determined by GEOID03.
 JU2743
 JU2743;                    North         East     Units Scale Factor Converg.
 JU2743;SPC NJ       -    80,360.632   153,306.175   MT  0.99990013   +0 01 28.2
 JU2743;SPC NJ       -   263,649.84    502,972.01   sFT  0.99990013   +0 01 28.2
 JU2743;UTM  18      - 4,378,755.922   546,259.534   MT  0.99962635   +0 20 34.6
 JU2743
 JU2743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2743!SPC NJ       -   1.00000516  x   0.99990013  =   0.99990529
 JU2743!UTM  18      -   1.00000516  x   0.99962635  =   0.99963151
 JU2743
 JU2743|---------------------------------------------------------------------|
 JU2743| PID    Reference Object                     Distance      Geod. Az  |
 JU2743|                                                           dddmmss.s |
 JU2743| JU2745 B STATION 1953                       88.496 METERS 00057     |
 JU2743| CB2309 MULLICA RM 1                         31.254 METERS 08831     |
 JU2743| JU2721 TUCKERTON RADIO TOWER               APPROX. 7.8 KM 0885013.1 |
 JU2743| CB2310 MULLICA RM 2                         17.890 METERS 23407     |
 JU2743| JU2744 A STATION 1953                       49.708 METERS 25419     |
 JU2743|---------------------------------------------------------------------|
 JU2743
 JU2743                          SUPERSEDED SURVEY CONTROL
 JU2743
 JU2743  NAD 83(1986)-  39 33 26.07067(N)    074 27 41.49008(W) AD(       ) 2
 JU2743  NAD 27      -  39 33 25.65000(N)    074 27 42.95000(W) AD(       ) 2
 JU2743
 JU2743.Superseded values are not recommended for survey control.
 JU2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2743.See file dsdata.txt to determine how the superseded data were derived.
 JU2743
 JU2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4626078756(NAD 83)
 JU2743_MARKER: DS = TRIANGULATION STATION DISK
 JU2743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2743
 JU2743  HISTORY     - Date     Condition        Report By
 JU2743  HISTORY     - 1935     MONUMENTED       CGS
 JU2743  HISTORY     - 1953     GOOD             CGS
 JU2743
 JU2743                          STATION DESCRIPTION
 JU2743
 JU2743'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2743'STATION IS LOCATED ABOUT 3 MILES S OF NEW GRETNA ON U.S. HIGHWAY
 JU2743'9 (N.J. 4) NEAR WHAT IS LOCALLY KNOWN AS THE IRON BRIDGE.  THE
 JU2743'STATION IS 39.4 METERS N OF THE MULLICA RIVER AND 24.2 METERS
 JU2743'E OF THE E GUARD-RAIL OF THE APPROACH TO THE BRIDGE, ON THE E
 JU2743'SIDE OF THE OLD ROADWAY.  THE STATION IS ON RANGE WITH THE E
 JU2743'LINE OF PIERS OF THE OLD BRIDGE.
 JU2743'
 JU2743'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2743'CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.  AZIMUTH MARK IS
 JU2743'VISIBLE FROM GROUND.
 JU2743'
 JU2743'REFERENCE MARK NO.1 IS ON LINE, BY EYE, AND BETWEEN, TUCKERTON
 JU2743'RADIO MAST AND THE STATION.  REFERENCE MARK NO.2 IS AT THE END
 JU2743'OF THE OLD ROAD LOCATION ON THE W EDGE.  REFERENCE MARK NO.2
 JU2743'IS 18.4 METERS TO EDGE OF RETAINING WALL OF BRIDGE APPROACH, 32.8
 JU2743'METERS FROM THE NE CORNER OF THE BRIDGE, AND 28.0 METERS TO THE
 JU2743'LAST WOODEN POLE OF THE TRANSMISSION LINE.  REFERENCE MARK NO.1
 JU2743'IS 15.5 METERS FROM THE NEXT TO LAST POLE OF THE TRANSMISSION
 JU2743'LINE, 32.6 METERS W OF THE CENTER LINE OF OLD ROAD LOCATION, AND
 JU2743'49.5 METERS FROM THE THIRD FROM END POLE OF THE TRANSMISSION
 JU2743'LINE.
 JU2743'
 JU2743'STATION IS MARKED WITH A STANDARD BRONZE DISK IN ACCORDANCE
 JU2743'WITH THE ABOVE NOTE WITH THE EXCEPTION THAT ALL MARKS WERE SET ON
 JU2743'A 2X4 WOODEN PILE.  STATION AND REFERENCE MARKS STAMPED MULLICA
 JU2743'1935 AND THE REFERENCE MARKS STAMPED NO.1 AND NO.2 RESPECTIVELY.
 JU2743'
 JU2743'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 JU2743
 JU2743                          STATION RECOVERY (1953)
 JU2743
 JU2743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JB)
 JU2743'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 JU2743'IN GOOD CONDITION.  ALL MARKS WERE REMOVED AND A NEW STATION
 JU2743'(MULLICA 2) WAS ESTABLISHED.  SEE DESCRIPTION OF MULLICA 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2742 ***********************************************************************
 JU2742  DESIGNATION -  MULLICA 2
 JU2742  PID         -  JU2742
 JU2742  STATE/COUNTY-  NJ/BURLINGTON
 JU2742  USGS QUAD   -  NEW GRETNA (1977)
 JU2742
 JU2742                         *CURRENT SURVEY CONTROL
 JU2742  ___________________________________________________________________
 JU2742* NAD 83(1996)-  39 33 28.59553(N)    074 27 49.61460(W)     ADJUSTED  
 JU2742* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2742  ___________________________________________________________________
 JU2742  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 JU2742  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JU2742
 JU2742  HORZ ORDER  -  SECOND
 JU2742
 JU2742.The horizontal coordinates were established by classical geodetic methods
 JU2742.and adjusted by the National Geodetic Survey in September 1999..
 JU2742
 JU2742.The orthometric height was scaled from a topographic map.
 JU2742
 JU2742.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2742
 JU2742.The geoid height was determined by GEOID03.
 JU2742
 JU2742;                    North         East     Units Scale Factor Converg.
 JU2742;SPC NJ       -    80,438.205   153,112.349   MT  0.99990012   +0 01 23.0
 JU2742;SPC NJ       -   263,904.34    502,336.10   sFT  0.99990012   +0 01 23.0
 JU2742;UTM  18      - 4,378,832.395   546,065.333   MT  0.99962613   +0 20 29.4
 JU2742
 JU2742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2742!SPC NJ       -   1.00000516  x   0.99990012  =   0.99990528
 JU2742!UTM  18      -   1.00000516  x   0.99962613  =   0.99963129
 JU2742
 JU2742|---------------------------------------------------------------------|
 JU2742| PID    Reference Object                     Distance      Geod. Az  |
 JU2742|                                                           dddmmss.s |
 JU2742| JU2745 B STATION 1953                      195.582 METERS 08650     |
 JU2742| JU2721 TUCKERTON RADIO TOWER               APPROX. 8.0 KM 0892513.6 |
 JU2742| JU2744 A STATION 1953                      172.050 METERS 12158     |
 JU2742| CB2311 MULLICA 2 RM 3                        8.560 METERS 19248     |
 JU2742| CB2312 MULLICA 2 RM 4                        8.837 METERS 28924     |
 JU2742|---------------------------------------------------------------------|
 JU2742
 JU2742                          SUPERSEDED SURVEY CONTROL
 JU2742
 JU2742  NAD 83(1986)-  39 33 28.58885(N)    074 27 49.60866(W) AD(       ) 2
 JU2742  NAD 27      -  39 33 28.16900(N)    074 27 51.06900(W) AD(       ) 2
 JU2742
 JU2742.Superseded values are not recommended for survey control.
 JU2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2742.See file dsdata.txt to determine how the superseded data were derived.
 JU2742
 JU2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4606578832(NAD 83)
 JU2742_MARKER: DS = TRIANGULATION STATION DISK
 JU2742_SETTING: 0 = UNSPECIFIED SETTING
 JU2742
 JU2742  HISTORY     - Date     Condition        Report By
 JU2742  HISTORY     - 1953     MONUMENTED       CGS
 JU2742  HISTORY     - 1962     GOOD             CGS
 JU2742
 JU2742                          STATION DESCRIPTION
 JU2742
 JU2742'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JB)
 JU2742'STATION IS LOCATED ABOUT 3 MI. S ALONG U.S. HIGHWAY 9 FROM NEW
 JU2742'GRETNA, 20 MI. N OF THE N EDGE OF MULLICA RIVER, 560 FT. W OF
 JU2742'U.S. HIGHWAY 9, IN THE NE PIER OF A TRANSMISSION TOWER, 6 FT. SW
 JU2742'OF THE NW CORNER, 6 FT. NW OF THE SE CORNER, AND 2 FT. W OF THE
 JU2742'E EDGE.  IT IS A STANDARD STATION DISK, STAMPED MULLICA 2 1953.
 JU2742'
 JU2742'REFERENCE MARK 3 IS S OF THE STATION, IN THE SE PIER OF THE
 JU2742'TRANSMISSION TOWER, AND 3 FT. S OF THE NE CORNER OF THE CONCRETE
 JU2742'PIER.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED MULLICA
 JU2742'2 NO 3 1953.
 JU2742'
 JU2742'REFERENCE MARK 4 IS W OF THE STATION, IN THE NW PIER OF THE
 JU2742'TRANSMISSION TOWER, AND 3 FT. SW OF THE NE CORNER OF THE CONCRETE
 JU2742'PIER.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED
 JU2742'MULLICA 2 NO 4 1953.
 JU2742'
 JU2742'TO REACH THE STATION FROM THE POST OFFICE IN NEW GRETNA GO S
 JU2742'ON U.S. HIGHWAY 9 FOR 3 MI. TO MULLICA RIVER AND THE STATION AS
 JU2742'DESCRIBED.
 JU2742
 JU2742                          STATION RECOVERY (1962)
 JU2742
 JU2742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2742'RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT THAT 20. MI. N
 JU2742'OF N EDGE OF MULLICA RIVER SHOULD READ 20 METERS.
 JU2742'
 JU2742'THE TRANSMISSION TOWER IS SURROUNDED BY WATER AND MUD, HIP BOOTS
 JU2742'ARE NECESSARY.  STATION MARK IS TOO CLOSE TO THE TOWER TO
 JU2742'BUILD OVER, AND THE VIEW TO THE EAST AND SOUTH ARE CUT OFF BY
 JU2742'BRIDGES AND RAMPS OF THE PARKWAY.
 JU2742'
 JU2742'TO REACH THE STATION FROM THE CENTER OF NEW GRETNA, AT U.S. ROUTE
 JU2742'9 AND MAPLE ST., GO SOUTHWARD ON ROUTE 9 FOR 1.1 MILES TO A
 JU2742'BARRIER AND ACCESS ROAD ON THE RIGHT, TURN RIGHT PAST THE BARRIER
 JU2742'AND CONTINUE SOUTHWARD ON OLD ROUTE FOR 1.9 MILES TO THE EDGE
 JU2742'OF THE RIVER, THE END OF THE ROAD, AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3233 ***********************************************************************
 JU3233  DESIGNATION -  MULLICA HILL HOLY NAME CHURCH
 JU3233  PID         -  JU3233
 JU3233  STATE/COUNTY-  NJ/GLOUCESTER
 JU3233  USGS QUAD   -  PITMAN WEST (1995)
 JU3233
 JU3233                         *CURRENT SURVEY CONTROL
 JU3233  ___________________________________________________________________
 JU3233* NAD 83(1996)-  39 44 28.00666(N)    075 13 20.21197(W)     ADJUSTED  
 JU3233* NAVD 88     -                                                        
 JU3233  ___________________________________________________________________
 JU3233  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 JU3233  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JU3233
 JU3233  HORZ ORDER  -  THIRD
 JU3233
 JU3233.The horizontal coordinates were established by classical geodetic methods
 JU3233.and adjusted by the National Geodetic Survey in September 1999..
 JU3233
 JU3233
 JU3233.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3233
 JU3233.The geoid height was determined by GEOID03.
 JU3233
 JU3233;                    North         East     Units Scale Factor Converg.
 JU3233;SPC NJ       -   101,021.963    88,095.225   MT  0.99994716   -0 27 42.4
 JU3233;SPC NJ       -   331,436.22    289,025.75   sFT  0.99994716   -0 27 42.4
 JU3233;UTM  18      - 4,399,047.552   480,954.683   MT  0.99960447   -0 08 31.6
 JU3233
 JU3233                          SUPERSEDED SURVEY CONTROL
 JU3233
 JU3233  NAD 83(1991)-  39 44 28.00576(N)    075 13 20.21218(W) AD(       ) 4
 JU3233  NAD 83(1986)-  39 44 28.00013(N)    075 13 20.21695(W) AD(       ) 4
 JU3233  NAD 27      -  39 44 27.59300(N)    075 13 21.55600(W) AD(       ) 3
 JU3233
 JU3233.Superseded values are not recommended for survey control.
 JU3233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3233.See file dsdata.txt to determine how the superseded data were derived.
 JU3233
 JU3233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8095599048(NAD 83)
 JU3233_MARKER: 91 = CHURCH CROSS
 JU3233
 JU3233  HISTORY     - Date     Condition        Report By
 JU3233  HISTORY     - 1958     FIRST OBSERVED   CGS
 JU3233  HISTORY     - 19981114 GOOD             USPSQD
 JU3233  HISTORY     - 20051108 GOOD             GEOCAC
 JU3233
 JU3233                          STATION DESCRIPTION
 JU3233
 JU3233'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 JU3233'THE STATION IS THE CROSS ATOP THE BELFRY OF THE HOLY NAME
 JU3233'CATHOLIC CHURCH, ON EARLINGTON AVENUE IN MULLICA HILL.  THE
 JU3233'CHURCH IS A WHITE WOODEN BUILDING WITH A GREEN ROOF.  THE BELFRY
 JU3233'HAS A GREEN PYRMIDAL ROOF AND IS ON THE WEST (STREET ENTRANCE)
 JU3233'END OF THE STRUCTURE.  A 6 FOOT HIGH GOLD-LEAF COATED CROSS IS
 JU3233'MOUNTED ON THE PEAK OF THE BELFRY ROOF.  THE POINT INTERSECTED
 JU3233'WAS THE APEX OF THE CROSS.
 JU3233
 JU3233                          STATION RECOVERY (1998)
 JU3233
 JU3233'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3233'RECOVERED IN GOOD CONDITION.
 JU3233
 JU3233                          STATION RECOVERY (2005)
 JU3233
 JU3233'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU3233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3232 ***********************************************************************
 JU3232  DESIGNATION -  MULLICA HILL STANDPIPE
 JU3232  PID         -  JU3232
 JU3232  STATE/COUNTY-  NJ/GLOUCESTER
 JU3232  USGS QUAD   -  PITMAN WEST (1995)
 JU3232
 JU3232                         *CURRENT SURVEY CONTROL
 JU3232  ___________________________________________________________________
 JU3232* NAD 83(1996)-  39 43 47.98599(N)    075 13 03.49424(W)     ADJUSTED  
 JU3232* NAVD 88     -                                                        
 JU3232  ___________________________________________________________________
 JU3232  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 JU3232  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JU3232
 JU3232  HORZ ORDER  -  THIRD
 JU3232
 JU3232.The horizontal coordinates were established by classical geodetic methods
 JU3232.and adjusted by the National Geodetic Survey in September 1999..
 JU3232
 JU3232
 JU3232.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3232
 JU3232.The geoid height was determined by GEOID03.
 JU3232
 JU3232;                    North         East     Units Scale Factor Converg.
 JU3232;SPC NJ       -    99,784.572    88,483.355   MT  0.99994657   -0 27 31.3
 JU3232;SPC NJ       -   327,376.55    290,299.14   sFT  0.99994657   -0 27 31.3
 JU3232;UTM  18      - 4,397,812.768   481,349.576   MT  0.99960428   -0 08 20.8
 JU3232
 JU3232                          SUPERSEDED SURVEY CONTROL
 JU3232
 JU3232  NAD 83(1991)-  39 43 47.98537(N)    075 13 03.49461(W) AD(       ) 4
 JU3232  NAD 83(1986)-  39 43 47.97971(N)    075 13 03.49942(W) AD(       ) 4
 JU3232  NAD 27      -  39 43 47.57100(N)    075 13 04.83900(W) AD(       ) 3
 JU3232
 JU3232.Superseded values are not recommended for survey control.
 JU3232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3232.See file dsdata.txt to determine how the superseded data were derived.
 JU3232
 JU3232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8135097813(NAD 83)
 JU3232_MARKER: 52 = STANDPIPE TANK
 JU3232
 JU3232  HISTORY     - Date     Condition        Report By
 JU3232  HISTORY     - 1958     FIRST OBSERVED   CGS
 JU3232  HISTORY     - 19981114 GOOD             USPSQD
 JU3232  HISTORY     - 20051108 MARK NOT FOUND   GEOCAC
 JU3232
 JU3232                          STATION DESCRIPTION
 JU3232
 JU3232'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 JU3232'THIS STATION IS THE CENTER OF MULLICA HILL STANDPIPE LOCATED AT
 JU3232'MAIN AND NEW STREETS.  IT IS ABOUT 75 FEET WEST OF SOUTH MAIN
 JU3232'STREET, NEW JERSEY STATE HIGHWAY 77, AND 75 FEET SOUTH OF NEW
 JU3232'STREET.  IT IS A GRAY CYLINDRICAL STANDPIPE 12 FEET IN DIAMETER
 JU3232'AND 75 FEET HIGH WITH A BLACK CONICAL CAP TOPPED BY A BALL.  THE
 JU3232'BALL ON TOP WAS THE POINT INTERSECTED.
 JU3232
 JU3232                          STATION RECOVERY (1998)
 JU3232
 JU3232'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3232'RECOVERED IN GOOD CONDITION.
 JU3232
 JU3232                          STATION RECOVERY (2005)
 JU3232
 JU3232'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU3232'THERE IS NO STANDPIPE AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5492 ***********************************************************************
 KV5492  DESIGNATION -  MUS
 KV5492  PID         -  KV5492
 KV5492  STATE/COUNTY-  NJ/SOMERSET
 KV5492  USGS QUAD   -  MONMOUTH JUNCTION (1981)
 KV5492
 KV5492                         *CURRENT SURVEY CONTROL
 KV5492  ___________________________________________________________________
 KV5492* NAD 83(1996)-  40 29 42.94409(N)    074 33 03.39888(W)     ADJUSTED  
 KV5492* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 KV5492  ___________________________________________________________________
 KV5492  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 KV5492  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KV5492
 KV5492  HORZ ORDER  -  FIRST
 KV5492
 KV5492.The horizontal coordinates were established by classical geodetic methods
 KV5492.and adjusted by the National Geodetic Survey in September 1999..
 KV5492
 KV5492.The orthometric height was scaled from a topographic map.
 KV5492
 KV5492.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5492
 KV5492.The geoid height was determined by GEOID03.
 KV5492
 KV5492;                    North         East     Units Scale Factor Converg.
 KV5492;SPC NJ       -   184,503.776   145,681.708   MT  0.99990023   -0 01 59.1
 KV5492;SPC NJ       -   605,326.14    477,957.40   sFT  0.99990023   -0 01 59.1
 KV5492;UTM  18      - 4,482,825.680   538,052.974   MT  0.99961782   +0 17 29.8
 KV5492
 KV5492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5492!SPC NJ       -   0.99999945  x   0.99990023  =   0.99989968
 KV5492!UTM  18      -   0.99999945  x   0.99961782  =   0.99961727
 KV5492
 KV5492:                Primary Azimuth Mark                     Grid Az
 KV5492:SPC NJ       -  MUS AZ MK                                179 59 52.3
 KV5492:UTM  18      -  MUS AZ MK                                179 40 23.4
 KV5492
 KV5492|---------------------------------------------------------------------|
 KV5492| PID    Reference Object                     Distance      Geod. Az  |
 KV5492|                                                           dddmmss.s |
 KV5492| CB5388 MUS AZ MK                                          1795753.2 |
 KV5492| KV5813 AIRWAY BEACON 69                    APPROX.19.2 KM 3011705.0 |
 KV5492| KV5819 AIRWAY BEACON 68                    APPROX.24.6 KM 3020505.0 |
 KV5492| CB5389 MUS RM 1                             41.072 METERS 30241     |
 KV5492|---------------------------------------------------------------------|
 KV5492
 KV5492                          SUPERSEDED SURVEY CONTROL
 KV5492
 KV5492  NAD 83(1986)-  40 29 42.94495(N)    074 33 03.40101(W) AD(       ) 1
 KV5492  NAD 27      -  40 29 42.57000(N)    074 33 04.84100(W) AD(       ) 1
 KV5492
 KV5492.Superseded values are not recommended for survey control.
 KV5492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5492.See file dsdata.txt to determine how the superseded data were derived.
 KV5492
 KV5492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3805382826(NAD 83)
 KV5492_MARKER: DS = TRIANGULATION STATION DISK
 KV5492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5492_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5492
 KV5492  HISTORY     - Date     Condition        Report By
 KV5492  HISTORY     - 1933     MONUMENTED       CGS
 KV5492  HISTORY     - 1935     GOOD             NJGS
 KV5492  HISTORY     - 1977     GOOD             NGS
 KV5492
 KV5492                          STATION DESCRIPTION
 KV5492
 KV5492'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 KV5492'THIS STATION IS ABOUT 1.5 MILES S OF E OF EAST MILLSTONE, ON THE
 KV5492'PROPERTY OF TONY MUSCIANESA, 77 FEET S OF THE BARN, 26 FEET W
 KV5492'OF A CHICKEN COOP, 25 FEET S OF A CORN CRIB, 43 FEET S OF A ROAD
 KV5492'LEADING W TO THE FIELDS AND 97.0 FEET SW OF THE WELL PUMP.  THE
 KV5492'MARK IS FLUSH WITH THE GROUND.
 KV5492'
 KV5492'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5492'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A, AND 11B.
 KV5492'
 KV5492'REFERENCE MARK NO.1 IS W OF THE STATION, 10 FEET N OF THE ROAD
 KV5492'LEADING TO THE FIELDS, AT A FENCE CORNER JUST S OF THE ORCHARD,
 KV5492'48 FEET E OF THE BARNYARD AND PROJECTS 6 INCHES.
 KV5492'
 KV5492'THE AZIMUTH MARK IS ABOUT 0.25 MILE S OF THE STATION, 18
 KV5492'FEET S OF THE CENTER LINE OF A T-ROAD LEADING E, 17 FEET E
 KV5492'OF THE CENTER LINE OF THE MAIN ROAD, 46 FEET SE OF A TELEPHONE
 KV5492'POLE OPPOSITE THE T-ROAD AND PROJECTS 8 INCHES.
 KV5492'
 KV5492'STATION IS REACHED FROM MILLSTONE BY FOLLOWING THE MAIN ROAD
 KV5492'E FROM THE SMALL BRIDGE OVER THE RARITAN CANAL 1.8 MILES OR 1.3
 KV5492'MILES E OF A RAILROAD CROSSING TO A GRAVEL T-ROAD LEADING
 KV5492'S.  FOLLOW THIS ROAD 0.2 MILE TO TOP OF GRADE AND THE MUSCIANESA
 KV5492'FARMHOUSE.
 KV5492'
 KV5492'AN 87-FOOT TOWER WAS ERECTED.
 KV5492
 KV5492                          STATION RECOVERY (1935)
 KV5492
 KV5492'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1935
 KV5492'AZIMUTH MARK TO TRIANGULATION STATION MUS WAS USED AS MONUMENT
 KV5492'4703 BY THE N.J. GEOD. S.  IT IS A STANDARD U.S.C. AND
 KV5492'G.S. REFERENCE MARK DISK, SET IN CONCRETE, ON A SIDE ROAD
 KV5492'INTERSECTING AMWIELL ROAD (COUNTY HIGHWAY 3), ABOUT 1.75 MILES E
 KV5492'OF THE CAUSEWAY IN EAST MILLSTONE.  IT IS LOCATED ON THE SE
 KV5492'CORNER AT A FARM LANE ABOUT 0.45 MILE S OF AMWELL ROAD, AND
 KV5492'PROJECTING 0.75 FEET ABOVE GROUND.
 KV5492'
 KV5492'THE MONUMENT IS 14.50 FEET E OF THE SIDE ROAD TO BLACKWELLS
 KV5492'MILLS.  23.30 FEET SE OF THE INTERSECTION OF THE CENTER LINES OF
 KV5492'THE LANE AND THE ROAD.  AND 45.30 FEET SE OF A POLE
 KV5492'NO.60709-FL.  COMPANION MONUMENT TRIANGULATION STATION MUS IS
 KV5492'1129.57 FEET N.
 KV5492'
 KV5492'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 KV5492'DESCRIBED IN NOTE 1B.
 KV5492
 KV5492                          STATION RECOVERY (1977)
 KV5492
 KV5492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KV5492'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KV5492'CONDITION AS PREVIOUSLY DESCRIBED.  THIS STATION WAS NOT OCCUPIED
 KV5492'AT THIS DATE.
 KV5492'
 KV5492'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5492'1.5 MILES EAST OF EAST MILLSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4306 ***********************************************************************
 KV4306  DESIGNATION -  MUTUAL CHEMICAL CO STACK
 KV4306  PID         -  KV4306
 KV4306  STATE/COUNTY-  NJ/HUDSON
 KV4306  USGS QUAD   -  JERSEY CITY (1981)
 KV4306
 KV4306                         *CURRENT SURVEY CONTROL
 KV4306  ___________________________________________________________________
 KV4306* NAD 83(1996)-  40 42 44.19969(N)    074 05 50.57049(W)     ADJUSTED  
 KV4306* NAVD 88     -                                                        
 KV4306  ___________________________________________________________________
 KV4306  LAPLACE CORR-           6.04  (seconds)                    DEFLEC99
 KV4306  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KV4306
 KV4306  HORZ ORDER  -  THIRD
 KV4306
 KV4306.The horizontal coordinates were established by classical geodetic methods
 KV4306.and adjusted by the National Geodetic Survey in September 1999..
 KV4306
 KV4306
 KV4306.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4306
 KV4306.The geoid height was determined by GEOID03.
 KV4306
 KV4306;                    North         East     Units Scale Factor Converg.
 KV4306;SPC NJ       -   208,676.833   184,017.967   MT  0.99991424   +0 15 45.4
 KV4306;SPC NJ       -   684,633.91    603,732.28   sFT  0.99991424   +0 15 45.4
 KV4306;SPC NY L     -    60,592.373   291,771.353   MT  0.99999778   -0 03 49.3
 KV4306;SPC NY L     -   198,793.48    957,253.18   sFT  0.99999778   -0 03 49.3
 KV4306;UTM  18      - 4,507,209.682   576,241.290   MT  0.99967155   +0 35 19.6
 KV4306
 KV4306                          SUPERSEDED SURVEY CONTROL
 KV4306
 KV4306  NAD 83(1996)-  40 42 44.19959(N)    074 05 50.57061(W) AD(       ) 4
 KV4306  NAD 83(1996)-  40 42 44.19810(N)    074 05 50.57244(W) AD(       ) 4
 KV4306  NAD 83(1992)-  40 42 44.19764(N)    074 05 50.57295(W) AD(       ) 4
 KV4306  NAD 83(1986)-  40 42 44.19750(N)    074 05 50.57375(W) AD(       ) 4
 KV4306  NAD 27      -  40 42 43.82700(N)    074 05 52.06300(W) AD(       ) 3
 KV4306
 KV4306.Superseded values are not recommended for survey control.
 KV4306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4306.See file dsdata.txt to determine how the superseded data were derived.
 KV4306
 KV4306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7624107210(NAD 83)
 KV4306_MARKER: 63 = STACK
 KV4306
 KV4306  HISTORY     - Date     Condition        Report By
 KV4306  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4306
 KV4306                          STATION DESCRIPTION
 KV4306
 KV4306'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH4391 ***********************************************************************
 DH4391  DESIGNATION -  MW CLINE
 DH4391  PID         -  DH4391
 DH4391  STATE/COUNTY-  NJ/BURLINGTON
 DH4391  USGS QUAD   -  BRISTOL (1981)
 DH4391
 DH4391                         *CURRENT SURVEY CONTROL
 DH4391  ___________________________________________________________________
 DH4391* NAD 83(1996)-  40 06 12.22289(N)    074 47 29.14092(W)     ADJUSTED  
 DH4391* NAVD 88     -        15.4    (meters)      51.     (feet)  GPS OBS   
 DH4391  ___________________________________________________________________
 DH4391  X           -   1,281,579.882 (meters)                     COMP
 DH4391  Y           -  -4,714,209.967 (meters)                     COMP
 DH4391  Z           -   4,086,762.323 (meters)                     COMP
 DH4391  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 DH4391  ELLIP HEIGHT-         -17.39  (meters)          (06/06/05) GPS OBS
 DH4391  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 DH4391
 DH4391  HORZ ORDER  -  B
 DH4391  ELLP ORDER  -  THIRD     CLASS I
 DH4391
 DH4391.The horizontal coordinates were established by GPS observations
 DH4391.and adjusted by the NEW JERSEY GEODETIC SURVEY in June 2005..
 DH4391
 DH4391.The orthometric height was determined by GPS observations and a
 DH4391.high-resolution geoid model.
 DH4391
 DH4391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4391
 DH4391.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4391
 DH4391.The ellipsoidal height was determined by GPS observations
 DH4391.and is referenced to NAD 83.
 DH4391
 DH4391.The geoid height was determined by GEOID03.
 DH4391
 DH4391;                    North         East     Units Scale Factor Converg.
 DH4391;SPC NJ       -   141,034.520   125,153.878   MT  0.99990760   -0 11 15.8
 DH4391;SPC NJ       -   462,710.75    410,609.01   sFT  0.99990760   -0 11 15.8
 DH4391;UTM  18      - 4,439,254.025   517,776.765   MT  0.99960389   +0 08 03.7
 DH4391
 DH4391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4391!SPC NJ       -   1.00000273  x   0.99990760  =   0.99991033
 DH4391!UTM  18      -   1.00000273  x   0.99960389  =   0.99960662
 DH4391
 DH4391                          SUPERSEDED SURVEY CONTROL
 DH4391
 DH4391.No superseded survey control is available for this station.
 DH4391
 DH4391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1777739254(NAD 83)
 DH4391_MARKER: I = METAL ROD
 DH4391_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH4391_STAMPING: MW CLINE 2005
 DH4391_MARK LOGO: NGS   
 DH4391_PROJECTION: RECESSED 20 CENTIMETERS
 DH4391_MAGNETIC: I = MARKER IS A STEEL ROD
 DH4391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4391+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2005
 DH4391_ROD/PIPE-DEPTH: 12.8 meters
 DH4391_SLEEVE-DEPTH  : 0.92 meters
 DH4391
 DH4391  HISTORY     - Date     Condition        Report By
 DH4391  HISTORY     - 20050316 MONUMENTED       NJGS
 DH4391
 DH4391                          STATION DESCRIPTION
 DH4391
 DH4391'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2005 (FAC)
 DH4391'THE STATION IS LOCATED IN FLORENCE TOWNSHIP ON THE NORTHSIDE OF U.S.
 DH4391'ROUTE 130.  TO  REACH THE STATION FROM THE INTERSECTION OF DELAWARE
 DH4391'AVENUE, ALSO KNOWN AS FLORENCE  COLUMBUS ROAD, COUNTY ROAD 656 AND
 DH4391'U.S. ROUTE 130, GO WEST ON U.S. ROUTE 130 FOR 0.5 MILE  TO THE STATION
 DH4391'ON THE RIGHT, SET FLUSH WITH THE GROUND IN A TRIANGULAR SHAPED
 DH4391'LANDSCAPED AREA SITUATED BETWEEN THE ENTRANCE AND EXIT RAMPS FOR THE
 DH4391'PENNSYLVANIA  TURNPIKE EXTENSION OF THE NEW JERSEY TURNPIKE AT
 DH4391'INTERCHANGE 6A.
 DH4391' 
 DH4391'THE STATION IS 19.5 M NORTH FROM THE WHITE PAINT LINE OF THE SHOULDER
 DH4391'OF THE  SOUTHBOUND LANES OF U.S. ROUTE 130, 22.5 M NORTHEAST FROM THE
 DH4391'CENTER LEG OF A  RECTANGULAR GREEN PAINTED TRAFFIC SIGN CEDAR LANE
 DH4391'KEEP RIGHT, 15.4 M EAST SOUTHEAST  FROM AND RADIAL TO A YELLOW PAINT
 DH4391'LINE AT THE EAST EDGE OF THE NEW JERSEY TURNPIKE EXIT  RAMP LEADING TO
 DH4391'THE SOUTHBOUND LANES OF U.S. ROUTE 130, 25.0 M NORTHEAST FROM AN
 DH4391'ALUMINUM LIGHT POLE AT THE WEST EDGE OF THE NEW JERSEY TURNPIKE EXIT
 DH4391'RAMP LEADING TO  THE SOUTHBOUND LANES OF U.S. ROUTE 130, 24.3 M
 DH4391'SOUTHWEST FROM AND RADIAL TO A YELLOW  PAINT LINE AT THE WEST EDGE OF
 DH4391'THE NEW JERSEY TURNPIKE ENTRANCE RAMP LEADING FROM THE  SOUTHBOUND
 DH4391'LANES OF U.S. ROUTE 130 AND 21.0 M NORTHEAST FROM A DIAMOND SHAPED
 DH4391'TRAFFIC  SIGN FOR MERGING TRAFFIC AHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2713 ***********************************************************************
 JU2713  DESIGNATION -  MYSTIC ISLANDS MUN STANDPIPE
 JU2713  PID         -  JU2713
 JU2713  STATE/COUNTY-  NJ/OCEAN
 JU2713  USGS QUAD   -  TUCKERTON (1995)
 JU2713
 JU2713                         *CURRENT SURVEY CONTROL
 JU2713  ___________________________________________________________________
 JU2713* NAD 83(1996)-  39 34 28.01347(N)    074 22 04.21477(W)     ADJUSTED  
 JU2713* NAVD 88     -                                                        
 JU2713  ___________________________________________________________________
 JU2713  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 JU2713  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 JU2713
 JU2713  HORZ ORDER  -  THIRD
 JU2713
 JU2713.The horizontal coordinates were established by classical geodetic methods
 JU2713.and adjusted by the National Geodetic Survey in September 1999..
 JU2713
 JU2713
 JU2713.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2713
 JU2713.The geoid height was determined by GEOID03.
 JU2713
 JU2713;                    North         East     Units Scale Factor Converg.
 JU2713;SPC NJ       -    82,278.225   161,354.483   MT  0.99990159   +0 05 03.1
 JU2713;SPC NJ       -   269,941.14    529,377.17   sFT  0.99990159   +0 05 03.1
 JU2713;UTM  18      - 4,380,717.694   554,294.892   MT  0.99963629   +0 24 09.9
 JU2713
 JU2713                          SUPERSEDED SURVEY CONTROL
 JU2713
 JU2713  NAD 83(1986)-  39 34 28.00488(N)    074 22 04.20927(W) AD(       ) 4
 JU2713  NAD 27      -  39 34 27.57900(N)    074 22 05.68500(W) AD(       ) 3
 JU2713
 JU2713.Superseded values are not recommended for survey control.
 JU2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2713.See file dsdata.txt to determine how the superseded data were derived.
 JU2713
 JU2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5429580718(NAD 83)
 JU2713_MARKER: 52 = STANDPIPE TANK
 JU2713
 JU2713  HISTORY     - Date     Condition        Report By
 JU2713  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2713  HISTORY     - 1971     GOOD             NGS
 JU2713  HISTORY     - 19961215 GOOD             USPSQD
 JU2713
 JU2713                          STATION DESCRIPTION
 JU2713
 JU2713'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2713'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE LOCATED
 JU2713'ABOUT 0.6 MILE NORTH OF THE BUSINESS SECTION OF THE BOROUGH OF
 JU2713'MYSTIC ISLANDS.  IT IS A SELF SUPPORTED STEEL STANDPIPE PAINTED
 JU2713'YELLOW WITH THE LEGEND MYSTIC ISLANDS IN BLACK LETTERS ON ITS
 JU2713'NORTH SIDE.  THE OVERALL HEIGHT IS 100 FEET.
 JU2713
 JU2713                          STATION RECOVERY (1971)
 JU2713
 JU2713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU2713'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED IN GOOD
 JU2713'CONDITION.
 JU2713'
 JU2713'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2713'2.0 MILES SW OF TUCKERTON, N.J.
 JU2713
 JU2713                          STATION RECOVERY (1996)
 JU2713
 JU2713'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0670 ***********************************************************************
 JU0670  DESIGNATION -  N 10
 JU0670  PID         -  JU0670
 JU0670  STATE/COUNTY-  NJ/GLOUCESTER
 JU0670  USGS QUAD   -  WOODBURY (1995)
 JU0670
 JU0670                         *CURRENT SURVEY CONTROL
 JU0670  ___________________________________________________________________
 JU0670* NAD 83(1996)-  39 50 34.21648(N)    075 11 35.30390(W)     ADJUSTED  
 JU0670* NAVD 88     -         6.107  (meters)      20.04   (feet)  POSTED    
 JU0670  ___________________________________________________________________
 JU0670  X           -   1,253,244.397 (meters)                     COMP
 JU0670  Y           -  -4,741,041.157 (meters)                     COMP
 JU0670  Z           -   4,064,585.434 (meters)                     COMP
 JU0670  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 JU0670  ELLIP HEIGHT-         -26.76  (meters)          (09/25/02) GPS OBS
 JU0670  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU0670  DYNAMIC HT  -           6.100 (meters)      20.01  (feet)  COMP
 JU0670  MODELED GRAV-     980,176.3   (mgal)                       NAVD 88
 JU0670
 JU0670  HORZ ORDER  -  FIRST
 JU0670  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0670  ELLP ORDER  -  FOURTH    CLASS I
 JU0670
 JU0670.The horizontal coordinates were established by GPS observations
 JU0670.and adjusted by the National Geodetic Survey in March 2000..
 JU0670
 JU0670.The orthometric height was determined by differential leveling
 JU0670.and adjusted by the National Geodetic Survey in 1992..
 JU0670.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0670.rate of 0.0 thru 1.0 mm/km.
 JU0670
 JU0670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0670
 JU0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0670
 JU0670.The ellipsoidal height was determined by GPS observations
 JU0670.and is referenced to NAD 83.
 JU0670
 JU0670.The geoid height was determined by GEOID03.
 JU0670
 JU0670.The dynamic height is computed by dividing the NAVD 88
 JU0670.geopotential number by the normal gravity value computed on the
 JU0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0670.degrees latitude (g = 980.6199 gals.).
 JU0670
 JU0670.The modeled gravity was interpolated from observed gravity values.
 JU0670
 JU0670;                    North         East     Units Scale Factor Converg.
 JU0670;SPC NJ       -   112,295.847    90,680.301   MT  0.99994331   -0 26 38.7
 JU0670;SPC NJ       -   368,423.96    297,506.95   sFT  0.99994331   -0 26 38.7
 JU0670;UTM  18      - 4,410,331.845   483,475.890   MT  0.99960336   -0 07 25.5
 JU0670
 JU0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0670!SPC NJ       -   1.00000420  x   0.99994331  =   0.99994751
 JU0670!UTM  18      -   1.00000420  x   0.99960336  =   0.99960756
 JU0670
 JU0670                          SUPERSEDED SURVEY CONTROL
 JU0670
 JU0670  ELLIP H (03/31/00)  -26.76   (m)                       GP(       ) 3 1
 JU0670  NAVD 88 (03/31/00)    6.15   (m)           20.2    (f) LEVELING    3  
 JU0670  NGVD 29 (??/??/??)    6.467  (m)           21.22   (f) ADJUSTED    1 2
 JU0670
 JU0670.Superseded values are not recommended for survey control.
 JU0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0670.See file dsdata.txt to determine how the superseded data were derived.
 JU0670
 JU0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8347610332(NAD 83)
 JU0670_MARKER: DB = BENCH MARK DISK
 JU0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0670_STAMPING: 21.217 N 10 1930
 JU0670_MARK LOGO: CGS   
 JU0670_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0670+STABILITY: SURFACE MOTION
 JU0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0670+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 JU0670
 JU0670  HISTORY     - Date     Condition        Report By
 JU0670  HISTORY     - 1930     MONUMENTED       CGS
 JU0670  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU0670  HISTORY     - 19990615 GOOD             NJGS
 JU0670  HISTORY     - 20050730 POOR             GEOCAC
 JU0670
 JU0670                          STATION DESCRIPTION
 JU0670
 JU0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0670'AT THOROFARE.
 JU0670'AT THOROFARE, GLOUCESTER COUNTY, ON THE PENNSYLVANIA-READING
 JU0670'SEASHORE LINES, BETWEEN STATE HIGHWAY 44 AND THE TRACK, 306 FEET
 JU0670'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 18.5 FEET
 JU0670'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK.  A STANDARD
 JU0670'DISK, STAMPED 21.217 N 10 1930 AND SET IN THE TOP OF A CONCRETE
 JU0670'POST.
 JU0670
 JU0670                          STATION RECOVERY (1946)
 JU0670
 JU0670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 JU0670'MARK NOT FOUND.
 JU0670
 JU0670                          STATION RECOVERY (1999)
 JU0670
 JU0670'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 JU0670'RECOVERED AS DESCRIBED WITH A NEW DESCRIPTION TO FOLLOW.  THE STATION
 JU0670'IS LOCATED IN WEST DEPTFORD TOWNSHIP IN THE COMMUNITY OF THOROFARE
 JU0670'WITHIN THE CONRAIL RAILROAD RIGHT OF WAY.  TO REACH THE STATION FROM
 JU0670'THE INTERSECTION OF CROWN POINT ROAD, STATE ROUTE 44 AND DELAWARE
 JU0670'AVENUE, COUNTY ROAD 708, GO ABOUT 0.6 MI (1.0 KM) SOUTHWEST ON STATE
 JU0670'ROUTE 44 TO THE SKEWED INTERSECTION WITH GROVE STREET, COUNTY ROAD
 JU0670'643.  TURN LEFT AND GO ABOUT 40 M (131.2 FT) TO THE GRADE CROSSING OF
 JU0670'THE CONRAIL RAILROAD TRACKS AND THE STATION ON THE RIGHT, SET FLUSH IN
 JU0670'THE TOP OF A SQUARE CONCRETE MONUMENT IN AN ASPHALT PAVED DRIVE AT THE
 JU0670'REAR OF A LARGE CONCRETE BLOCK WAREHOUSE FOR THE FLAG SERVICE AND
 JU0670'MAINTENANCE COMPANY.  THE STATION IS 18.0 FT (5.5 M) NORTHEAST FROM
 JU0670'THE NORTHEAST RAIL OF THE TRACK, 149.7 FT (45.6 M) NORTHWEST FROM THE
 JU0670'CENTERLINE INTERSECTION OF GROVE STREET AND THE RAILROAD GRADE
 JU0670'CROSSING, 17.2 FT (5.2 M) SOUTHWEST FROM THE SOUTHEAST CORNER OF THE
 JU0670'CONCRETE BLOCK WAREHOUSE, 74.0 FT (22.6 M) NORTHWEST FROM A 7 FT (2.1
 JU0670'M) HIGH ELECTRICAL JUNCTION BOX, 70.3 FT (21.4 M) NORTHWEST FROM A
 JU0670'POLE WITH NO NUMBER, 28.1 FT (8.6 M) SOUTHEAST FROM A POLE WITH NO
 JU0670'NUMBER AND ABOUT 300 FT (91.4 M) SOUTHEAST FROM THE CENTERLINE
 JU0670'INTERSECTION OF STATE ROUTE 44 AND THE RAILROAD GRADE CROSSING.
 JU0670
 JU0670                          STATION RECOVERY (2005)
 JU0670
 JU0670'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 JU0670'CONCRETE POST FOUND AT THE DESCRIBED LOCATION, BUT STATION DISK IS
 JU0670'MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6714 ***********************************************************************
 KV6714  DESIGNATION -  N 101 RESET
 KV6714  PID         -  KV6714
 KV6714  STATE/COUNTY-  NJ/BERGEN
 KV6714  USGS QUAD   -  HACKENSACK (1997)
 KV6714
 KV6714                         *CURRENT SURVEY CONTROL
 KV6714  ___________________________________________________________________
 KV6714* NAD 83(1986)-  40 55 12.     (N)    074 05 06.     (W)     SCALED    
 KV6714* NAVD 88     -        18.84   (meters)      61.8    (feet)  RESET     
 KV6714  ___________________________________________________________________
 KV6714  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KV6714
 KV6714  VERT ORDER  -  THIRD
 KV6714
 KV6714.The horizontal coordinates were scaled from a topographic map and have
 KV6714.an estimated accuracy of +/- 6 seconds.
 KV6714
 KV6714.The orthometric height was computed from unverified reset data.
 KV6714.No vertical observational check was made to the station.
 KV6714
 KV6714.The geoid height was determined by GEOID03.
 KV6714
 KV6714;                    North         East    Units  Estimated Accuracy
 KV6714;SPC NJ       -   231,750.      184,960.      MT  (+/- 180 meters Scaled)
 KV6714
 KV6714                          SUPERSEDED SURVEY CONTROL
 KV6714
 KV6714  NGVD 29 (01/16/01)   19.15   (m)           62.8    (f) RESET       3  
 KV6714
 KV6714.Superseded values are not recommended for survey control.
 KV6714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6714.See file dsdata.txt to determine how the superseded data were derived.
 KV6714
 KV6714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL770302(NAD 83)
 KV6714_MARKER: DV = VERTICAL CONTROL DISK
 KV6714_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6714_SP_SET: BRIDGE ABUTMENT
 KV6714_STAMPING: N 101 RESET 1983
 KV6714_MARK LOGO: NGS   
 KV6714_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6714
 KV6714  HISTORY     - Date     Condition        Report By
 KV6714  HISTORY     - 1983     MONUMENTED       NGS
 KV6714  HISTORY     - 19920219 MARK NOT FOUND   NJGS
 KV6714
 KV6714                          STATION DESCRIPTION
 KV6714
 KV6714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KV6714'0.5 KM (0.30 MI) SOUTHWEST ALONG THE GARDEN STATE PARKWAY FROM ITS
 KV6714'JUNCTION WITH STATE HIGHWAY 4 AT EXIT 161 IN PARAMUS, IT IS THE MOST
 KV6714'SOUTHEAST ABUTMENT OF THE BRIDGE FOR THE EAST BOUND LANE OF THE
 KV6714'GARDEN STATE PARKWAY, 22.4 M (73.5 FT) EAST FROM THE CENTER OF THE
 KV6714'BRIDGE FOR THE EAST BOUND LANE WHERE IT CROSSES OVER PARAMUS ROAD,
 KV6714'8.1 M (26.6 FT) SOUTH FROM THE CENTER OF THE NEW CURB BUMPER RAIL AT
 KV6714'THE MOST SOUTHEAST CORNER OF THE BRIDGE, SET VERTICALLY IN THE FACE
 KV6714'OF THE ABUTMENT.
 KV6714
 KV6714                          STATION RECOVERY (1992)
 KV6714
 KV6714'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KV6714'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A HALF HOUR
 KV6714'SEARCH BY A TWO MAN PARTY.  THE CONCRETE CURB HAS BEEN REMOVED FROM
 KV6714'THE BRIDGE AND NEW PARAPETS HAVE BEEN CONSTRUCTED SINCE THE ORIGINAL
 KV6714'DESCRIPTION.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2238 ***********************************************************************
 LY2238  DESIGNATION -  N 102
 LY2238  PID         -  LY2238
 LY2238  STATE/COUNTY-  NJ/PASSAIC
 LY2238  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY2238
 LY2238                         *CURRENT SURVEY CONTROL
 LY2238  ___________________________________________________________________
 LY2238* NAD 83(1986)-  41 01 19.     (N)    074 24 10.     (W)     SCALED    
 LY2238* NAVD 88     -       183.548  (meters)     602.19   (feet)  ADJUSTED  
 LY2238  ___________________________________________________________________
 LY2238  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 LY2238  DYNAMIC HT  -         183.470 (meters)     601.93  (feet)  COMP
 LY2238  MODELED GRAV-     980,190.3   (mgal)                       NAVD 88
 LY2238
 LY2238  VERT ORDER  -  FIRST     CLASS II
 LY2238
 LY2238.The horizontal coordinates were scaled from a topographic map and have
 LY2238.an estimated accuracy of +/- 6 seconds.
 LY2238
 LY2238.The orthometric height was determined by differential leveling
 LY2238.and adjusted by the National Geodetic Survey in June 1991..
 LY2238
 LY2238.The geoid height was determined by GEOID03.
 LY2238
 LY2238.The dynamic height is computed by dividing the NAVD 88
 LY2238.geopotential number by the normal gravity value computed on the
 LY2238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2238.degrees latitude (g = 980.6199 gals.).
 LY2238
 LY2238.The modeled gravity was interpolated from observed gravity values.
 LY2238
 LY2238;                    North         East    Units  Estimated Accuracy
 LY2238;SPC NJ       -   242,990.      158,180.      MT  (+/- 180 meters Scaled)
 LY2238
 LY2238                          SUPERSEDED SURVEY CONTROL
 LY2238
 LY2238  NGVD 29 (??/??/92)  183.858  (m)          603.21   (f) ADJ UNCH    1 2
 LY2238
 LY2238.Superseded values are not recommended for survey control.
 LY2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2238.See file dsdata.txt to determine how the superseded data were derived.
 LY2238
 LY2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL502413(NAD 83)
 LY2238_MARKER: DB = BENCH MARK DISK
 LY2238_SETTING: 66 = SET IN ROCK OUTCROP
 LY2238_SP_SET: ROCK OUTCROP
 LY2238_STAMPING: N 102 1979
 LY2238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2238+STABILITY: POSITION/ELEVATION WELL
 LY2238
 LY2238  HISTORY     - Date     Condition        Report By
 LY2238  HISTORY     - 1979     MONUMENTED       NGS
 LY2238
 LY2238                          STATION DESCRIPTION
 LY2238
 LY2238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2238'4.6 MI NW FROM BLOOMINGDALE.
 LY2238'2.55 MILES NORTHWEST ALONG HAMBURG TURNPIKE FROM THE POST OFFICE AT
 LY2238'BLOOMINGDALE, THENCE 2.1 MILES NORTHWEST ALONG STATE HIGHWAY 23,
 LY2238'TO THE MARK ON THE RIGHT, 0.4 MILE NORTH OF THE JUNCTION OF A
 LY2238'A CUT ROAD LEADING NORTH-NORTHWEST, 37 FEET NORTH OF MILE POST
 LY2238'19, 26 FEET EAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF HIGHWAY
 LY2238'23, 4 FEET WEST OF A TRIANGLE BLAZED OAK TREE.
 LY2238'THE MARK IS 1 FT  N FROM A WITNESS POST.
 LY2238'THE MARK IS 1 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3448 ***********************************************************************
 KV3448  DESIGNATION -  N 103
 KV3448  PID         -  KV3448
 KV3448  STATE/COUNTY-  NJ/PASSAIC
 KV3448  USGS QUAD   -  PATERSON (1995)
 KV3448
 KV3448                         *CURRENT SURVEY CONTROL
 KV3448  ___________________________________________________________________
 KV3448* NAD 83(1996)-  40 55 43.96212(N)    074 09 44.11250(W)     ADJUSTED  
 KV3448* NAVD 88     -        21.903  (meters)      71.86   (feet)  ADJUSTED  
 KV3448  ___________________________________________________________________
 KV3448  X           -   1,317,018.293 (meters)                     COMP
 KV3448  Y           -  -4,642,567.707 (meters)                     COMP
 KV3448  Z           -   4,156,452.346 (meters)                     COMP
 KV3448  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 KV3448  ELLIP HEIGHT-         -10.27  (meters)          (10/23/02) GPS OBS
 KV3448  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KV3448  DYNAMIC HT  -          21.894 (meters)      71.83  (feet)  COMP
 KV3448  MODELED GRAV-     980,215.9   (mgal)                       NAVD 88
 KV3448
 KV3448  HORZ ORDER  -  FIRST
 KV3448  VERT ORDER  -  FIRST     CLASS II
 KV3448  ELLP ORDER  -  FOURTH    CLASS I
 KV3448
 KV3448.The horizontal coordinates were established by GPS observations
 KV3448.and adjusted by the National Geodetic Survey in May 1999..
 KV3448
 KV3448.The orthometric height was determined by differential leveling
 KV3448.and adjusted by the National Geodetic Survey in June 1991..
 KV3448
 KV3448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV3448
 KV3448.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3448
 KV3448.The ellipsoidal height was determined by GPS observations
 KV3448.and is referenced to NAD 83.
 KV3448
 KV3448.The geoid height was determined by GEOID03.
 KV3448
 KV3448.The dynamic height is computed by dividing the NAVD 88
 KV3448.geopotential number by the normal gravity value computed on the
 KV3448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3448.degrees latitude (g = 980.6199 gals.).
 KV3448
 KV3448.The modeled gravity was interpolated from observed gravity values.
 KV3448
 KV3448;                    North         East     Units Scale Factor Converg.
 KV3448;SPC NJ       -   232,704.991   178,444.069   MT  0.99990995   +0 13 16.6
 KV3448;SPC NJ       -   763,466.29    585,445.25   sFT  0.99990995   +0 13 16.6
 KV3448;UTM  18      - 4,531,199.753   570,531.807   MT  0.99966123   +0 32 55.9
 KV3448
 KV3448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3448!SPC NJ       -   1.00000161  x   0.99990995  =   0.99991156
 KV3448!UTM  18      -   1.00000161  x   0.99966123  =   0.99966284
 KV3448
 KV3448                          SUPERSEDED SURVEY CONTROL
 KV3448
 KV3448  ELLIP H (05/14/99)  -10.26   (m)                       GP(       ) 4 1
 KV3448  NAD 83(1996)-  40 55 43.96201(N)    074 09 44.11263(W) AD(       ) 1
 KV3448  NAD 83(1986)-  40 55 43.96087(N)    074 09 44.11422(W) AD(       ) 1
 KV3448  NAVD 88 (11/16/93)   21.90   (m)           71.9    (f) LEVELING    3  
 KV3448  NGVD 29 (??/??/??)   22.212  (m)           72.87   (f) ADJUSTED    1 2
 KV3448
 KV3448.Superseded values are not recommended for survey control.
 KV3448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3448.See file dsdata.txt to determine how the superseded data were derived.
 KV3448
 KV3448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7053231200(NAD 83)
 KV3448_MARKER: DB = BENCH MARK DISK
 KV3448_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV3448_SP_SET: ABUTMENT OR PIER OF LARGE BRID
 KV3448_STAMPING: N 103 1979
 KV3448_MARK LOGO: NGS   
 KV3448_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3448+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1992
 KV3448
 KV3448  HISTORY     - Date     Condition        Report By
 KV3448  HISTORY     - 1979     MONUMENTED       NGS
 KV3448  HISTORY     - 19920226 GOOD             NJGS
 KV3448
 KV3448                          STATION DESCRIPTION
 KV3448
 KV3448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3448'IN PATERSON.
 KV3448'IN PATERSON, AT THE ERIE RAILROAD BRIDGE OVER RIVER STREET, IN THE TOP
 KV3448'OF THE SOUTHWEST END OF THE SOUTHEAST RETAINING WALL, OPPOSITE THE
 KV3448'STREET FROM A SMALL 2-STORY BRICK BUILDING (394 RIVER STREET), 4.2
 KV3448'FEET NORTHEAST OF THE NORTHEAST END OF THE SOUTHEAST METAL GUARD
 KV3448'RAIL TO THE BRIDGE, 6.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL.
 KV3448'THE MARK IS ABOVE LEVEL WITH RAILROAD.
 KV3448
 KV3448                          STATION RECOVERY (1992)
 KV3448
 KV3448'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV3448'THE STATION IS LOCATED IN THE CITY OF PATERSON, AT THE INTERSECTION OF
 KV3448'RIVER, WAIT AND PUTNAM STREETS.  TO REACH THE STATION FROM THE
 KV3448'INTERSECTION OF MAIN STREET AND GRAND STREET IN PATERSON, GO 0.7 MI
 KV3448'(1.1 KM) NORTH ON MAIN STREET TO THE JUNCTION WITH RIVER STREET,
 KV3448'WHICH IS THE LAST STREET ON THE RIGHT BEFORE MAIN STREET CROSSES THE
 KV3448'PASSAIC RIVER, TURN RIGHT AND GO 0.8 MI (1.3 KM) TO THE IRON RAILROAD
 KV3448'BRIDGE OVER RIVER STREET AT THE JUNCTION OF WAIT AND PUTNAM STREETS
 KV3448'AND THE STATION ON THE LEFT, SET IN A DRILL HOLE IN THE TOP OF THE
 KV3448'RETAINING WALL AT THE NORTHEAST CORNER OF THE BRIDGE.  THE STATION IS
 KV3448'1.3 M (4.3 FT) NORTHEAST OF THE NORTHEAST END OF THE BRIDGE, 1.9 M
 KV3448'(6.2 FT) SOUTHEAST OF THE MOST SOUTHEASTERLY RAIL, 5.1 M (16.7 FT)
 KV3448'SOUTHWEST OF A 2 M (6.6 FT) HIGH SIGNAL JUNTION BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0072 ***********************************************************************
 KV0072  DESIGNATION -  N 11
 KV0072  PID         -  KV0072
 KV0072  STATE/COUNTY-  NJ/UNION
 KV0072  USGS QUAD   -  ELIZABETH (1995)
 KV0072
 KV0072                         *CURRENT SURVEY CONTROL
 KV0072  ___________________________________________________________________
 KV0072* NAD 83(1986)-  40 40 10.     (N)    074 12 58.     (W)     SCALED    
 KV0072* NAVD 88     -        11.145  (meters)      36.56   (feet)  ADJUSTED  
 KV0072  ___________________________________________________________________
 KV0072  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV0072  DYNAMIC HT  -          11.140 (meters)      36.55  (feet)  COMP
 KV0072  MODELED GRAV-     980,217.6   (mgal)                       NAVD 88
 KV0072
 KV0072  VERT ORDER  -  FIRST     CLASS I
 KV0072
 KV0072.The horizontal coordinates were scaled from a topographic map and have
 KV0072.an estimated accuracy of +/- 6 seconds.
 KV0072
 KV0072.The orthometric height was determined by differential leveling
 KV0072.and adjusted by the National Geodetic Survey in June 1991..
 KV0072
 KV0072.The geoid height was determined by GEOID03.
 KV0072
 KV0072.The dynamic height is computed by dividing the NAVD 88
 KV0072.geopotential number by the normal gravity value computed on the
 KV0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0072.degrees latitude (g = 980.6199 gals.).
 KV0072
 KV0072.The modeled gravity was interpolated from observed gravity values.
 KV0072
 KV0072;                    North         East    Units  Estimated Accuracy
 KV0072;SPC NJ       -   203,880.      174,000.      MT  (+/- 180 meters Scaled)
 KV0072
 KV0072                          SUPERSEDED SURVEY CONTROL
 KV0072
 KV0072  NGVD 29 (04/16/92)   11.479  (m)           37.66   (f) ADJUSTED    1 1
 KV0072
 KV0072.Superseded values are not recommended for survey control.
 KV0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0072.See file dsdata.txt to determine how the superseded data were derived.
 KV0072
 KV0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL662023(NAD 83)
 KV0072_MARKER: DB = BENCH MARK DISK
 KV0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0072_SP_SET: CONCRETE BASE
 KV0072_STAMPING: N 11 1933 37.664
 KV0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0072
 KV0072  HISTORY     - Date     Condition        Report By
 KV0072  HISTORY     - 1933     MONUMENTED       CGS
 KV0072  HISTORY     - 1965     GOOD             CGS
 KV0072  HISTORY     - 1976     GOOD             NGS
 KV0072  HISTORY     - 1982     GOOD             NJGS
 KV0072  HISTORY     - 19940524 GOOD             USPSQD
 KV0072  HISTORY     - 20010419 GOOD             USPSQD
 KV0072
 KV0072                          STATION DESCRIPTION
 KV0072
 KV0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0072'AT ELIZABETH.
 KV0072'AT ELIZABETH, NEAR THE JUNCTION OF NORTH BROAD STREET AND
 KV0072'WESTFIELD AVENUE, SET IN THE TOP OF THE SOUTHWEST END OF THE BASE
 KV0072'OF THE GRANITE PILLOWS ALONG THE SOUTHEAST SIDE OF THE POST OFFICE,
 KV0072'40 FEET NORTHWEST OF THE NORTHWEST CURB OF NORTH BROAD STREET,
 KV0072'0.7 FOOT NORTHEAST OF THE EAST CORNER OF THE BOTTOM OF THE
 KV0072'SOUTHWEST PILLOW AND ABOUT 4 FEET ABOVE THE LEVEL OF THE STREET.
 KV0072
 KV0072                          STATION RECOVERY (1976)
 KV0072
 KV0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KV0072'RECOVERED IN GOOD CONDITION.
 KV0072
 KV0072                          STATION RECOVERY (1982)
 KV0072
 KV0072'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1982
 KV0072'RECOVERED IN GOOD CONDITION.
 KV0072
 KV0072                          STATION RECOVERY (1994)
 KV0072
 KV0072'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0072'RECOVERED IN GOOD CONDITION.
 KV0072
 KV0072                          STATION RECOVERY (2001)
 KV0072
 KV0072'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0421 ***********************************************************************
 LY0421  DESIGNATION -  N 13
 LY0421  PID         -  LY0421
 LY0421  STATE/COUNTY-  NJ/PASSAIC
 LY0421  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY0421
 LY0421                         *CURRENT SURVEY CONTROL
 LY0421  ___________________________________________________________________
 LY0421* NAD 83(1986)-  41 03 12.     (N)    074 28 42.     (W)     SCALED    
 LY0421* NAVD 88     -       255.377  (meters)     837.85   (feet)  ADJUSTED  
 LY0421  ___________________________________________________________________
 LY0421  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 LY0421  DYNAMIC HT  -         255.263 (meters)     837.48  (feet)  COMP
 LY0421  MODELED GRAV-     980,171.9   (mgal)                       NAVD 88
 LY0421
 LY0421  VERT ORDER  -  FIRST     CLASS II
 LY0421
 LY0421.The horizontal coordinates were scaled from a topographic map and have
 LY0421.an estimated accuracy of +/- 6 seconds.
 LY0421
 LY0421.The orthometric height was determined by differential leveling
 LY0421.and adjusted by the National Geodetic Survey in June 1991..
 LY0421
 LY0421.The geoid height was determined by GEOID03.
 LY0421
 LY0421.The dynamic height is computed by dividing the NAVD 88
 LY0421.geopotential number by the normal gravity value computed on the
 LY0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0421.degrees latitude (g = 980.6199 gals.).
 LY0421
 LY0421.The modeled gravity was interpolated from observed gravity values.
 LY0421
 LY0421;                    North         East    Units  Estimated Accuracy
 LY0421;SPC NJ       -   246,470.      151,820.      MT  (+/- 180 meters Scaled)
 LY0421
 LY0421                          SUPERSEDED SURVEY CONTROL
 LY0421
 LY0421  NGVD 29 (??/??/92)  255.573  (m)          838.49   (f) ADJ UNCH    1 2
 LY0421
 LY0421.Superseded values are not recommended for survey control.
 LY0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0421.See file dsdata.txt to determine how the superseded data were derived.
 LY0421
 LY0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL438448(NAD 83)
 LY0421_MARKER: DB = BENCH MARK DISK
 LY0421_SETTING: 80 = SET IN A BOULDER
 LY0421_SP_SET: BOULDER
 LY0421_STAMPING: 838.492 N 13 1933
 LY0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0421+STABILITY: SURFACE MOTION
 LY0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY0421+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2005
 LY0421
 LY0421  HISTORY     - Date     Condition        Report By
 LY0421  HISTORY     - 1933     MONUMENTED       CGS
 LY0421  HISTORY     - 1934     GOOD             NGS
 LY0421  HISTORY     - 20050813 GOOD             GEOCAC
 LY0421
 LY0421                          STATION DESCRIPTION
 LY0421
 LY0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0421'0.2 MI W FROM OAK RIDGE.
 LY0421'0.2 MILE WEST ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0421'RAILROAD FROM THE STATION AT OAK RIDGE, 260 FEET EAST OF A
 LY0421'SEMAPHORE SIGNAL, 30 FEET NORTH OF THE NORTH RAIL, AND LEVEL
 LY0421'WITH THE TRACK, IN THE TOP OF A PROJECTING BOULDER.  A STANDARD
 LY0421'DISK, STAMPED 838.492 N 13 1933.
 LY0421
 LY0421                          STATION RECOVERY (2005)
 LY0421
 LY0421'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 LY0421'PER 1934 DESCRIPTION BY NGS, EXCEPT STATION AT OAK RIDGE IS GONE, AND
 LY0421'SEMAPHORE SIGNAL IS GONE.
 LY0421'ABOUT .20 MILE WEST OF OAK RIDGE ROAD, WEST MILFORD, NEW JERSEY, ALONG
 LY0421'THE NEW YORK, SUSQUEHANNA AND WESTERN RAILROAD, 30 FEET NORTH OF NORTH
 LY0421'RAIL AND LEVEL WITH TRACK, IN THE TOP OF A PROJECTING BOULDER.  GPS
 LY0421'COORDINATES  N 41 03.213 W 74 28.700
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0519 ***********************************************************************
 KV0519  DESIGNATION -  N 14
 KV0519  PID         -  KV0519
 KV0519  STATE/COUNTY-  NJ/BERGEN
 KV0519  USGS QUAD   -  HACKENSACK (1997)
 KV0519
 KV0519                         *CURRENT SURVEY CONTROL
 KV0519  ___________________________________________________________________
 KV0519* NAD 83(1986)-  40 58 48.     (N)    074 07 15.     (W)     SCALED    
 KV0519* NAVD 88     -        42.546  (meters)     139.59   (feet)  ADJUSTED  
 KV0519  ___________________________________________________________________
 KV0519  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KV0519  DYNAMIC HT  -          42.529 (meters)     139.53  (feet)  COMP
 KV0519  MODELED GRAV-     980,224.4   (mgal)                       NAVD 88
 KV0519
 KV0519  VERT ORDER  -  FIRST     CLASS II
 KV0519
 KV0519.The horizontal coordinates were scaled from a topographic map and have
 KV0519.an estimated accuracy of +/- 6 seconds.
 KV0519
 KV0519.The orthometric height was determined by differential leveling
 KV0519.and adjusted by the National Geodetic Survey in June 1991..
 KV0519
 KV0519.The geoid height was determined by GEOID03.
 KV0519
 KV0519.The dynamic height is computed by dividing the NAVD 88
 KV0519.geopotential number by the normal gravity value computed on the
 KV0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0519.degrees latitude (g = 980.6199 gals.).
 KV0519
 KV0519.The modeled gravity was interpolated from observed gravity values.
 KV0519
 KV0519;                    North         East    Units  Estimated Accuracy
 KV0519;SPC NJ       -   238,400.      181,910.      MT  (+/- 180 meters Scaled)
 KV0519
 KV0519                          SUPERSEDED SURVEY CONTROL
 KV0519
 KV0519  NGVD 29 (??/??/??)   42.855  (m)          140.60   (f) ADJUSTED    1 2
 KV0519
 KV0519.Superseded values are not recommended for survey control.
 KV0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0519.See file dsdata.txt to determine how the superseded data were derived.
 KV0519
 KV0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL739369(NAD 83)
 KV0519_MARKER: DB = BENCH MARK DISK
 KV0519_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0519_SP_SET: CURB
 KV0519_STAMPING: N 14 1933
 KV0519_MARK LOGO: CGS   
 KV0519_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0519+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1992
 KV0519
 KV0519  HISTORY     - Date     Condition        Report By
 KV0519  HISTORY     - 1933     MONUMENTED       CGS
 KV0519  HISTORY     - 1979     GOOD             NGS
 KV0519  HISTORY     - 19920226 GOOD             NJGS
 KV0519  HISTORY     - 19940825 GOOD             USPSQD
 KV0519  HISTORY     - 20050704 GOOD             GEOCAC
 KV0519
 KV0519                          STATION DESCRIPTION
 KV0519
 KV0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KV0519'AT RIDGEWOOD.
 KV0519'AT RIDGEWOOD, BERGEN COUNTY, AT THE ERIE LACKAWANNA RAILROAD
 KV0519'STATION, 3 YARDS EAST OF THE EAST SOUTH-BOUND TRACK, AT THE
 KV0519'SOUTH END OF THE SHELTER FOR THE STEPS LEADING TO THE CENTER
 KV0519'TRACKS, AND IN THE NORTHWEST CORNER OF THE CONCRETE CURB.
 KV0519'NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE
 KV0519'ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE
 KV0519'LACKAWANNA RAILROAD.
 KV0519
 KV0519                          STATION RECOVERY (1979)
 KV0519
 KV0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0519'RECOVERED IN GOOD CONDITION.
 KV0519
 KV0519                          STATION RECOVERY (1992)
 KV0519
 KV0519'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KV0519'RECOVERED AS DESCRIBED.
 KV0519
 KV0519                          STATION RECOVERY (1994)
 KV0519
 KV0519'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0519'RECOVERED IN GOOD CONDITION.
 KV0519
 KV0519                          STATION RECOVERY (2005)
 KV0519
 KV0519'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1278 ***********************************************************************
 KV1278  DESIGNATION -  N 15
 KV1278  PID         -  KV1278
 KV1278  STATE/COUNTY-  NJ/WARREN
 KV1278  USGS QUAD   -  WASHINGTON (1976)
 KV1278
 KV1278                         *CURRENT SURVEY CONTROL
 KV1278  ___________________________________________________________________
 KV1278* NAD 83(1986)-  40 48 20.     (N)    074 53 50.     (W)     SCALED    
 KV1278* NAVD 88     -       180.667  (meters)     592.74   (feet)  ADJUSTED  
 KV1278  ___________________________________________________________________
 KV1278  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KV1278  DYNAMIC HT  -         180.584 (meters)     592.47  (feet)  COMP
 KV1278  MODELED GRAV-     980,160.9   (mgal)                       NAVD 88
 KV1278
 KV1278  VERT ORDER  -  SECOND    CLASS 0
 KV1278
 KV1278.The horizontal coordinates were scaled from a topographic map and have
 KV1278.an estimated accuracy of +/- 6 seconds.
 KV1278
 KV1278.The orthometric height was determined by differential leveling
 KV1278.and adjusted by the National Geodetic Survey in June 1991..
 KV1278
 KV1278.The geoid height was determined by GEOID03.
 KV1278
 KV1278.The dynamic height is computed by dividing the NAVD 88
 KV1278.geopotential number by the normal gravity value computed on the
 KV1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1278.degrees latitude (g = 980.6199 gals.).
 KV1278
 KV1278.The modeled gravity was interpolated from observed gravity values.
 KV1278
 KV1278;                    North         East    Units  Estimated Accuracy
 KV1278;SPC NJ       -   219,030.      116,490.      MT  (+/- 180 meters Scaled)
 KV1278
 KV1278                          SUPERSEDED SURVEY CONTROL
 KV1278
 KV1278  NGVD 29 (??/??/??)  180.887  (m)          593.46   (f) ADJUSTED    2 0
 KV1278
 KV1278.Superseded values are not recommended for survey control.
 KV1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1278.See file dsdata.txt to determine how the superseded data were derived.
 KV1278
 KV1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL086171(NAD 83)
 KV1278_MARKER: DB = BENCH MARK DISK
 KV1278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1278_SP_SET: BRIDGE
 KV1278_STAMPING: N 15 1933 593.460
 KV1278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1278
 KV1278  HISTORY     - Date     Condition        Report By
 KV1278  HISTORY     - 1933     MONUMENTED       CGS
 KV1278  HISTORY     - 1934     GOOD             CGS
 KV1278  HISTORY     - 1985     GOOD             LOCSUR
 KV1278
 KV1278                          STATION DESCRIPTION
 KV1278
 KV1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV1278'5.1 MI SW FROM HACKETTSTOWN.
 KV1278'5.1 MILES SOUTHWEST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1278'RAILROAD FROM THE STATION AT HACKETTSTOWN, WARREN COUNTY, 24 1/2
 KV1278'RAILS WEST OF A SMALL TOOL HOUSE, AT A BRIDGE OVER A DIRT ROAD,
 KV1278'IN THE TOP OF THE SOUTH END OF THE EAST BRIDGE SEAT, 4 YARDS
 KV1278'SOUTH OF THE CENTERLINE OF THE EAST-BOUND TRACK.  NOTE-- THE
 KV1278'DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE
 KV1278'LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE
 KV1278'LACKAWANNA RAILROAD.
 KV1278
 KV1278                          STATION RECOVERY (1985)
 KV1278
 KV1278'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 KV1278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0726 ***********************************************************************
 KV0726  DESIGNATION -  N 16
 KV0726  PID         -  KV0726
 KV0726  STATE/COUNTY-  NJ/MONMOUTH
 KV0726  USGS QUAD   -  SANDY HOOK (1981)
 KV0726
 KV0726                         *CURRENT SURVEY CONTROL
 KV0726  ___________________________________________________________________
 KV0726* NAD 83(1986)-  40 24 52.     (N)    074 03 26.     (W)     SCALED    
 KV0726* NAVD 88     -         4.635  (meters)      15.21   (feet)  ADJUSTED  
 KV0726  ___________________________________________________________________
 KV0726  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV0726  DYNAMIC HT  -           4.633 (meters)      15.20  (feet)  COMP
 KV0726  MODELED GRAV-     980,209.0   (mgal)                       NAVD 88
 KV0726
 KV0726  VERT ORDER  -  FIRST     CLASS II
 KV0726
 KV0726.The horizontal coordinates were scaled from a topographic map and have
 KV0726.an estimated accuracy of +/- 6 seconds.
 KV0726
 KV0726.The orthometric height was determined by differential leveling
 KV0726.and adjusted by the National Geodetic Survey in June 1991..
 KV0726
 KV0726.The geoid height was determined by GEOID03.
 KV0726
 KV0726.The dynamic height is computed by dividing the NAVD 88
 KV0726.geopotential number by the normal gravity value computed on the
 KV0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0726.degrees latitude (g = 980.6199 gals.).
 KV0726
 KV0726.The modeled gravity was interpolated from observed gravity values.
 KV0726
 KV0726;                    North         East    Units  Estimated Accuracy
 KV0726;SPC NJ       -   175,620.      187,580.      MT  (+/- 180 meters Scaled)
 KV0726
 KV0726                          SUPERSEDED SURVEY CONTROL
 KV0726
 KV0726  NGVD 29 (04/16/92)    4.950  (m)           16.24   (f) ADJUSTED    1 2
 KV0726
 KV0726.Superseded values are not recommended for survey control.
 KV0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0726.See file dsdata.txt to determine how the superseded data were derived.
 KV0726
 KV0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK799741(NAD 83)
 KV0726_MARKER: DB = BENCH MARK DISK
 KV0726_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0726_SP_SET: CULVERT
 KV0726_STAMPING: N 16 1933
 KV0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0726
 KV0726  HISTORY     - Date     Condition        Report By
 KV0726  HISTORY     - 1933     MONUMENTED       CGS
 KV0726  HISTORY     - 1964     GOOD             CGS
 KV0726  HISTORY     - 1979     MARK NOT FOUND   NGS
 KV0726  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KV0726  HISTORY     - 19920728 MARK NOT FOUND   USPSQD
 KV0726
 KV0726                          STATION DESCRIPTION
 KV0726
 KV0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0726'AT LEONARDO.
 KV0726'AT LEONARDO, AT THE INTERSECTION OF STATE HIGHWAY 36 AND LEONARD
 KV0726'AVENUE, 314.0 FEET EAST OF THE CENTER LINE OF LEONARD AVENUE
 KV0726'AND THE RAILROAD CROSSING, 57.0 FEET NORTHEAST OF POWER LINE
 KV0726'POLE NUMBER BT 7269 MDT, 50.0 FEET NORTH OF THE CENTER LINE
 KV0726'OF STATE HIGHWAY 36, 33.0 FEET SOUTHEAST OF RAILROAD SIGN 9
 KV0726'OVER 56, 16.0 FEET SOUTH OF THE SOUTH RAIL, 90 PACES NORTHEAST
 KV0726'AND ACROSS HIGHWAY FROM BM Q 70, ABOUT 1 1/2 FEET BELOW THE LEVEL
 KV0726'OF THE TRACK AND SET IN THE TOP OF A 18 FOOT CONCRETE HEAD
 KV0726'WALL OF A 36-INCH PIPE CULVERT UNDER TRACK.  NOTE-- THIS MARK
 KV0726'CAN ALSO BE REACHED BY GOING 0.85 MILE WEST ALONG THE CENTRAL
 KV0726'RAILROAD OF NEW JERSEY FROM THE RAILROAD STATION AT ATLANTIC
 KV0726'HIGHLANDS.
 KV0726
 KV0726                          STATION RECOVERY (1979)
 KV0726
 KV0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0726'MARK NOT FOUND.
 KV0726
 KV0726                          STATION RECOVERY (1986)
 KV0726
 KV0726'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0726'MARK NOT FOUND.
 KV0726
 KV0726                          STATION RECOVERY (1992)
 KV0726
 KV0726'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1216 ***********************************************************************
 KV1216  DESIGNATION -  N 18
 KV1216  PID         -  KV1216
 KV1216  STATE/COUNTY-  NJ/SUSSEX
 KV1216  USGS QUAD   -  TRANQUILITY (1971)
 KV1216
 KV1216                         *CURRENT SURVEY CONTROL
 KV1216  ___________________________________________________________________
 KV1216* NAD 83(1986)-  40 58 40.     (N)    074 46 50.     (W)     SCALED    
 KV1216* NAVD 88     -       199.154  (meters)     653.39   (feet)  ADJUSTED  
 KV1216  ___________________________________________________________________
 KV1216  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV1216  DYNAMIC HT  -         199.065 (meters)     653.10  (feet)  COMP
 KV1216  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 KV1216
 KV1216  VERT ORDER  -  SECOND    CLASS 0
 KV1216
 KV1216.The horizontal coordinates were scaled from a topographic map and have
 KV1216.an estimated accuracy of +/- 6 seconds.
 KV1216
 KV1216.The orthometric height was determined by differential leveling
 KV1216.and adjusted by the National Geodetic Survey in June 1991..
 KV1216
 KV1216.The geoid height was determined by GEOID03.
 KV1216
 KV1216.The dynamic height is computed by dividing the NAVD 88
 KV1216.geopotential number by the normal gravity value computed on the
 KV1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1216.degrees latitude (g = 980.6199 gals.).
 KV1216
 KV1216.The modeled gravity was interpolated from observed gravity values.
 KV1216
 KV1216;                    North         East    Units  Estimated Accuracy
 KV1216;SPC NJ       -   238,120.      126,390.      MT  (+/- 180 meters Scaled)
 KV1216
 KV1216                          SUPERSEDED SURVEY CONTROL
 KV1216
 KV1216  NGVD 29 (??/??/??)  199.370  (m)          654.10   (f) ADJUSTED    2 0
 KV1216
 KV1216.Superseded values are not recommended for survey control.
 KV1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1216.See file dsdata.txt to determine how the superseded data were derived.
 KV1216
 KV1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL184363(NAD 83)
 KV1216_MARKER: DB = BENCH MARK DISK
 KV1216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1216_SP_SET: SIGNAL BASE
 KV1216_STAMPING: N 18 1935
 KV1216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1216
 KV1216  HISTORY     - Date     Condition        Report By
 KV1216  HISTORY     - 1935     MONUMENTED       CGS
 KV1216  HISTORY     - 1954     MARK NOT FOUND   USGS
 KV1216  HISTORY     - 20060519 MARK NOT FOUND   GEOCAC
 KV1216
 KV1216                          STATION DESCRIPTION
 KV1216
 KV1216'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KV1216'2 MI E FROM GREENDELL.
 KV1216'2.0 MILES EAST ALONG THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 KV1216'FROM THE STATION AT GREENDELL, SUSSEX COUNTY, 0.1 MILE EAST OF
 KV1216'MILEPOST 56, 1/2 MILE EAST OF A LARGE STANDPIPE, AT SIGNAL MAST
 KV1216'559, IN THE TOP OF THE CONCRETE BASE, AND 8 FEET NORTH OF THE
 KV1216'CENTERLINE OF THE WESTBOUND TRACK.  A STANDARD DISK, STAMPED N
 KV1216'18 1935.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 KV1216'IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE
 KV1216'ERIE LACKAWANNA RAILROAD.
 KV1216
 KV1216                          STATION RECOVERY (2006)
 KV1216
 KV1216'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV1216'THE LACKAWANNA CUTOFF HAS BEEN ABANDONED FOR MANY YEARS.  THE LAND NOW
 KV1216'BELONGS TO NJ TRANSIT.  I SEARCHED FOR A WHILE, AND WAS UNABLE TO
 KV1216'LOCATE A SIGNAL MAST, OR A DISK AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0902 ***********************************************************************
 KV0902  DESIGNATION -  N 19
 KV0902  PID         -  KV0902
 KV0902  STATE/COUNTY-  NJ/MIDDLESEX
 KV0902  USGS QUAD   -  JAMESBURG (1981)
 KV0902
 KV0902                         *CURRENT SURVEY CONTROL
 KV0902  ___________________________________________________________________
 KV0902* NAD 83(1996)-  40 19 04.32604(N)    074 24 42.13432(W)     ADJUSTED  
 KV0902* NAVD 88     -        24.439  (meters)      80.18   (feet)  ADJUSTED  
 KV0902  ___________________________________________________________________
 KV0902  X           -   1,308,664.963 (meters)                     COMP
 KV0902  Y           -  -4,690,810.437 (meters)                     COMP
 KV0902  Z           -   4,104,955.039 (meters)                     COMP
 KV0902  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 KV0902  ELLIP HEIGHT-          -8.16  (meters)          (10/23/02) GPS OBS
 KV0902  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KV0902  DYNAMIC HT  -          24.429 (meters)      80.15  (feet)  COMP
 KV0902  MODELED GRAV-     980,206.1   (mgal)                       NAVD 88
 KV0902
 KV0902  HORZ ORDER  -  FIRST
 KV0902  VERT ORDER  -  SECOND    CLASS 0
 KV0902  ELLP ORDER  -  FOURTH    CLASS I
 KV0902
 KV0902.The horizontal coordinates were established by GPS observations
 KV0902.and adjusted by the National Geodetic Survey in May 1999..
 KV0902
 KV0902.The orthometric height was determined by differential leveling
 KV0902.and adjusted by the National Geodetic Survey in June 1991..
 KV0902
 KV0902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0902
 KV0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0902
 KV0902.The ellipsoidal height was determined by GPS observations
 KV0902.and is referenced to NAD 83.
 KV0902
 KV0902.The geoid height was determined by GEOID03.
 KV0902
 KV0902.The dynamic height is computed by dividing the NAVD 88
 KV0902.geopotential number by the normal gravity value computed on the
 KV0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0902.degrees latitude (g = 980.6199 gals.).
 KV0902
 KV0902.The modeled gravity was interpolated from observed gravity values.
 KV0902
 KV0902;                    North         East     Units Scale Factor Converg.
 KV0902;SPC NJ       -   164,809.986   157,504.110   MT  0.99990069   +0 03 25.7
 KV0902;SPC NJ       -   540,714.10    516,744.73   sFT  0.99990069   +0 03 25.7
 KV0902;UTM  18      - 4,463,204.502   549,983.293   MT  0.99963075   +0 22 50.3
 KV0902
 KV0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0902!SPC NJ       -   1.00000128  x   0.99990069  =   0.99990197
 KV0902!UTM  18      -   1.00000128  x   0.99963075  =   0.99963203
 KV0902
 KV0902                          SUPERSEDED SURVEY CONTROL
 KV0902
 KV0902  NAD 83(1986)-  40 19 04.32564(N)    074 24 42.13657(W) AD(       ) 1
 KV0902  NAVD 88 (01/21/93)   24.44   (m)           80.2    (f) LEVELING    3  
 KV0902  NGVD 29 (??/??/??)   24.783  (m)           81.31   (f) ADJUSTED    2 0
 KV0902
 KV0902.Superseded values are not recommended for survey control.
 KV0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0902.See file dsdata.txt to determine how the superseded data were derived.
 KV0902
 KV0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4998363205(NAD 83)
 KV0902_MARKER: DB = BENCH MARK DISK
 KV0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0902_SP_SET: CONCRETE POST
 KV0902_STAMPING: N-19 1935
 KV0902_MARK LOGO: CGS   
 KV0902_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0902+STABILITY: SURFACE MOTION
 KV0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0902+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1992
 KV0902
 KV0902  HISTORY     - Date     Condition        Report By
 KV0902  HISTORY     - 1935     MONUMENTED       CGS
 KV0902  HISTORY     - 1968     GOOD             LOCSUR
 KV0902  HISTORY     - 19891026 GOOD             NJGS
 KV0902  HISTORY     - 19900212 GOOD             NJGS
 KV0902  HISTORY     - 19920121 GOOD
 KV0902  HISTORY     - 20020531 MARK NOT FOUND   AASCO
 KV0902
 KV0902                          STATION DESCRIPTION
 KV0902
 KV0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0902'3.3 MI SE FROM JAMESBURG.
 KV0902'3.3 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV0902'GATSMER AVENUE AT JAMESBURG, MIDDLESEX COUNTY, 3 POLES NORTH OF
 KV0902'MILEPOST 9, 2 RAILS NORTH OF A ROAD CROSSING, ABOUT 52 FEET EAST
 KV0902'OF THE CENTERLINE OF THE TRACK, AND 4 FEET FROM A POLE.
 KV0902
 KV0902                          STATION RECOVERY (1968)
 KV0902
 KV0902'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 KV0902'RECOVERED IN GOOD CONDITION.
 KV0902
 KV0902                          STATION RECOVERY (1989)
 KV0902
 KV0902'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV0902'THE STATION IS LOCATED IN MONROE TOWNSHIP, AT THE NORTHEAST QUADRANT
 KV0902'OF THE JUNCTION OF HOFFMAN STATION ROAD AND THE CONRAIL RAILROAD.  TO
 KV0902'REACH THE STATION FROM THE INTERSECTION OF FORSGATE DRIVE, COUNTY
 KV0902'ROAD 612 AND BUCKALEW AVENUE JAMESBURG ENGLISHTOWN ROAD, COUNTY ROAD
 KV0902'522 IN THE BOROUGH OF JAMESBURG, PROCEED 4.40 KM (2.75 MI) SOUTHEAST
 KV0902'OF ROAD 522 TO THE JUNCTION WITH HOFFMAN STATION ROAD, TURN RIGHT AND
 KV0902'GO 1.20 KM (0.75 MI) SOUTHWEST TO THE RAILROAD GRADE CROSSING AND THE
 KV0902'STATION ON THE RIGHT.  THE STATION IS 18.5 M (60.7 FT) NORTH
 KV0902'NORTHWEST OF THE CENTERLINE OF THE ROAD, 1.8 M (5.9 FT) SOUTH
 KV0902'SOUTHEAST OF POLE NUMBER JC 2040 MT, 17.5 M (57.4 FT) NORTHWEST OF A
 KV0902'FIRE HYDRANT, 7.8 M (25.6 FT) EAST NORTHEAST OF THE NORTHEAST RAIL OF
 KV0902'THE TRACKS, 15.75 M (51.67 FT) NORTHEAST OF A ATT TRANSCONTINENTAL
 KV0902'CABLE WARNING POST NUMBER 42 AND PROJECTING 0.2 M (0.7 FT) ABOVE THE
 KV0902'GROUND.
 KV0902
 KV0902                          STATION RECOVERY (1990)
 KV0902
 KV0902'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV0902'THE STATION IS LOCATED IN MONROE TOWNSHIP, AT THE NORTHEAST QUADRANT
 KV0902'OF THE JUNCTION OF HOFFMAN STATION ROAD AND THE CONRAIL RAILROAD.  TO
 KV0902'REACH THE STATION FROM THE INTERSECTION OF FORSGATE DRIVE, COUNTY
 KV0902'ROAD 612 AND BUCKALEW AVENUE JAMESBURG ENGLISHTOWN ROAD, COUNTY ROAD
 KV0902'522 IN THE BOROUGH OF JAMESBURG, PROCEED 4.40 KM (2.75 MI) SOUTHEAST
 KV0902'OF ROAD 522 TO THE JUNCTION WITH HOFFMAN STATION ROAD, TURN RIGHT AND
 KV0902'GO 1.20 KM (0.75 MI) SOUTHWEST TO THE RAILROAD GRADE CROSSING AND THE
 KV0902'STATION ON THE RIGHT.  THE STATION IS 18.5 M (60.7 FT) NORTH
 KV0902'NORTHWEST OF THE CENTERLINE OF THE ROAD, 1.8 M (5.9 FT) SOUTH
 KV0902'SOUTHEAST OF POLE NUMBER JC 2040 MT, 17.5 M (57.4 FT) NORTHWEST OF A
 KV0902'FIRE HYDRANT, 7.8 M (25.6 FT) EAST NORTHEAST OF THE NORTHEAST RAIL OF
 KV0902'THE TRACKS, 15.75 M (51.67 FT) NORTHEAST OF A ATT TRANSCONTINENTAL
 KV0902'CABLE WARNING POST NUMBER 42 AND PROJECTING 0.2 M (0.7 FT) ABOVE THE
 KV0902'GROUND.
 KV0902
 KV0902                          STATION RECOVERY (1992)
 KV0902
 KV0902'RECOVERED 1992
 KV0902'RECOVERED IN GOOD CONDITION.
 KV0902
 KV0902                          STATION RECOVERY (2002)
 KV0902
 KV0902'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (JAL)
 KV0902'MARK DESTROYED BY UNDERGROUMD PHONE LINE RECONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0686 ***********************************************************************
 KV0686  DESIGNATION -  N 20
 KV0686  PID         -  KV0686
 KV0686  STATE/COUNTY-  NJ/ESSEX
 KV0686  USGS QUAD   -  ELIZABETH (1995)
 KV0686
 KV0686                         *CURRENT SURVEY CONTROL
 KV0686  ___________________________________________________________________
 KV0686* NAD 83(1986)-  40 44 53.     (N)    074 10 23.     (W)     SCALED    
 KV0686* NAVD 88     -        19.069  (meters)      62.56   (feet)  ADJUSTED  
 KV0686  ___________________________________________________________________
 KV0686  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KV0686  DYNAMIC HT  -          19.062 (meters)      62.54  (feet)  COMP
 KV0686  MODELED GRAV-     980,219.3   (mgal)                       NAVD 88
 KV0686
 KV0686  VERT ORDER  -  FIRST     CLASS II
 KV0686
 KV0686.The horizontal coordinates were scaled from a topographic map and have
 KV0686.an estimated accuracy of +/- 6 seconds.
 KV0686
 KV0686.The orthometric height was determined by differential leveling
 KV0686.and adjusted by the National Geodetic Survey in June 1991..
 KV0686
 KV0686.The geoid height was determined by GEOID03.
 KV0686
 KV0686.The dynamic height is computed by dividing the NAVD 88
 KV0686.geopotential number by the normal gravity value computed on the
 KV0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0686.degrees latitude (g = 980.6199 gals.).
 KV0686
 KV0686.The modeled gravity was interpolated from observed gravity values.
 KV0686
 KV0686;                    North         East    Units  Estimated Accuracy
 KV0686;SPC NJ       -   212,620.      177,610.      MT  (+/- 180 meters Scaled)
 KV0686
 KV0686                          SUPERSEDED SURVEY CONTROL
 KV0686
 KV0686  NGVD 29 (??/??/??)   19.399  (m)           63.64   (f) ADJUSTED    1 2
 KV0686
 KV0686.Superseded values are not recommended for survey control.
 KV0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0686.See file dsdata.txt to determine how the superseded data were derived.
 KV0686
 KV0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL698111(NAD 83)
 KV0686_MARKER: DB = BENCH MARK DISK
 KV0686_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0686_SP_SET: STAIRWELL
 KV0686_STAMPING: N 20 1935
 KV0686_MARK LOGO: CGS   
 KV0686_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0686_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0686+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1992
 KV0686
 KV0686  HISTORY     - Date     Condition        Report By
 KV0686  HISTORY     - 1935     MONUMENTED       CGS
 KV0686  HISTORY     - 1979     GOOD             NGS
 KV0686  HISTORY     - 19920213 GOOD             NJGS
 KV0686  HISTORY     - 19940823 MARK NOT FOUND   USPSQD
 KV0686
 KV0686                          STATION DESCRIPTION
 KV0686
 KV0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0686'AT NEWARK.
 KV0686'AT NEWARK, ESSEX COUNTY, NORTH OF THE DELAWARE, LACKAWANNA
 KV0686'AND WESTERN RAILROAD STATION, AT THE HIGH STREET UNDERPASS
 KV0686'(THE FIRST UNDERPASS NORTH OF THE STATION), AT THE SOUTHEAST
 KV0686'CORNER OF THE STEEL BRIDGE, AT THE WEST STAIR WALL, AND IN THE
 KV0686'TOP OF THE CONCRETE BASE.  A STANDARD DISK, STAMPED N 20 1935.
 KV0686'NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE
 KV0686'ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE
 KV0686'LACKAWANNA RAILROAD.
 KV0686
 KV0686                          STATION RECOVERY (1979)
 KV0686
 KV0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0686'RECOVERED IN GOOD CONDITION.
 KV0686
 KV0686                          STATION RECOVERY (1992)
 KV0686
 KV0686'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KV0686'RECOVERED AS DESCRIBED.
 KV0686
 KV0686                          STATION RECOVERY (1994)
 KV0686
 KV0686'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1249 ***********************************************************************
 KV1249  DESIGNATION -  N 22
 KV1249  PID         -  KV1249
 KV1249  STATE/COUNTY-  NJ/WARREN
 KV1249  USGS QUAD   -  WASHINGTON (1976)
 KV1249
 KV1249                         *CURRENT SURVEY CONTROL
 KV1249  ___________________________________________________________________
 KV1249* NAD 83(1986)-  40 52 27.     (N)    074 54 05.     (W)     SCALED    
 KV1249* NAVD 88     -       160.649  (meters)     527.06   (feet)  ADJUSTED  
 KV1249  ___________________________________________________________________
 KV1249  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KV1249  DYNAMIC HT  -         160.576 (meters)     526.82  (feet)  COMP
 KV1249  MODELED GRAV-     980,167.9   (mgal)                       NAVD 88
 KV1249
 KV1249  VERT ORDER  -  SECOND    CLASS 0
 KV1249
 KV1249.The horizontal coordinates were scaled from a topographic map and have
 KV1249.an estimated accuracy of +/- 6 seconds.
 KV1249
 KV1249.The orthometric height was determined by differential leveling
 KV1249.and adjusted by the National Geodetic Survey in June 1991..
 KV1249
 KV1249.The geoid height was determined by GEOID03.
 KV1249
 KV1249.The dynamic height is computed by dividing the NAVD 88
 KV1249.geopotential number by the normal gravity value computed on the
 KV1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1249.degrees latitude (g = 980.6199 gals.).
 KV1249
 KV1249.The modeled gravity was interpolated from observed gravity values.
 KV1249
 KV1249;                    North         East    Units  Estimated Accuracy
 KV1249;SPC NJ       -   226,650.      116,170.      MT  (+/- 180 meters Scaled)
 KV1249
 KV1249                          SUPERSEDED SURVEY CONTROL
 KV1249
 KV1249  NGVD 29 (??/??/??)  160.862  (m)          527.76   (f) ADJUSTED    2 0
 KV1249
 KV1249.Superseded values are not recommended for survey control.
 KV1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1249.See file dsdata.txt to determine how the superseded data were derived.
 KV1249
 KV1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL083247(NAD 83)
 KV1249_MARKER: DB = BENCH MARK DISK
 KV1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1249_STAMPING: N 22 1942
 KV1249_MARK LOGO: CGS   
 KV1249_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1249+STABILITY: SURFACE MOTION
 KV1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1249+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1995
 KV1249
 KV1249  HISTORY     - Date     Condition        Report By
 KV1249  HISTORY     - 1942     MONUMENTED       CGS
 KV1249  HISTORY     - 1978     GOOD             LOCENG
 KV1249  HISTORY     - 19950317 GOOD             NJGS
 KV1249  HISTORY     - 20060831 MARK NOT FOUND   AASCO
 KV1249
 KV1249                          STATION DESCRIPTION
 KV1249
 KV1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1249'4.2 MI NW FROM HACKETTSTOWN.
 KV1249'4.2 MILES NORTHWEST ALONG U.S. HIGHWAY 46 FROM THE DELAWARE,
 KV1249'LACKAWANNA AND WESTERN RAILROAD CROSSING AT HACKETTSTOWN, WARREN
 KV1249'COUNTY, 44 FEET SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY, 37.9
 KV1249'FEET SOUTH OF THE SOUTH CORNER OF A 1-STORY WHITE HOUSE, 33 FEET
 KV1249'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 KV1249'LOWER THAN THE HIGHWAY.  NOTE-- THE DELAWARE, LACKAWANNA AND
 KV1249'WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE
 KV1249'LACKAWANNA RAILROAD.
 KV1249
 KV1249                          STATION RECOVERY (1978)
 KV1249
 KV1249'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 KV1249'37.9 FT. SOUTH TO 37.6 FT. SOUTH, 44 FT. SOUTHEAST. 44 FT. EAST.
 KV1249'1-STORY WHITE HOUSE (OWNER HOPKINS) DIRECTLY ACROSS FROM THE
 KV1249'INDEPENDENCE TWP. VOL. FIRE DEPT. 25.1 FT. NORTHWEST OF TACK IN POLE
 KV1249'NO. 1X625. 51.3 FT. NORTHEAST OF TACK IN POLE NO. 4M-1X562 FLUSH WITH
 KV1249'GROUND.
 KV1249
 KV1249                          STATION RECOVERY (1995)
 KV1249
 KV1249'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1249'RECOVERED AS DESCRIBED.
 KV1249
 KV1249                          STATION RECOVERY (2006)
 KV1249
 KV1249'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV1249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1236 ***********************************************************************
 KV1236  DESIGNATION -  N 23
 KV1236  PID         -  KV1236
 KV1236  STATE/COUNTY-  NJ/WARREN
 KV1236  USGS QUAD   -  BLAIRSTOWN (1971)
 KV1236
 KV1236                         *CURRENT SURVEY CONTROL
 KV1236  ___________________________________________________________________
 KV1236* NAD 83(1986)-  40 53 45.     (N)    074 58 31.     (W)     SCALED    
 KV1236* NAVD 88     -       123.817  (meters)     406.22   (feet)  ADJUSTED  
 KV1236  ___________________________________________________________________
 KV1236  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KV1236  DYNAMIC HT  -         123.761 (meters)     406.04  (feet)  COMP
 KV1236  MODELED GRAV-     980,174.8   (mgal)                       NAVD 88
 KV1236
 KV1236  VERT ORDER  -  SECOND    CLASS 0
 KV1236
 KV1236.The horizontal coordinates were scaled from a topographic map and have
 KV1236.an estimated accuracy of +/- 6 seconds.
 KV1236
 KV1236.The orthometric height was determined by differential leveling
 KV1236.and adjusted by the National Geodetic Survey in June 1991..
 KV1236
 KV1236.The geoid height was determined by GEOID03.
 KV1236
 KV1236.The dynamic height is computed by dividing the NAVD 88
 KV1236.geopotential number by the normal gravity value computed on the
 KV1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1236.degrees latitude (g = 980.6199 gals.).
 KV1236
 KV1236.The modeled gravity was interpolated from observed gravity values.
 KV1236
 KV1236;                    North         East    Units  Estimated Accuracy
 KV1236;SPC NJ       -   229,090.      109,950.      MT  (+/- 180 meters Scaled)
 KV1236
 KV1236                          SUPERSEDED SURVEY CONTROL
 KV1236
 KV1236  NGVD 29 (??/??/??)  124.021  (m)          406.89   (f) ADJUSTED    2 0
 KV1236
 KV1236.Superseded values are not recommended for survey control.
 KV1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1236.See file dsdata.txt to determine how the superseded data were derived.
 KV1236
 KV1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL020271(NAD 83)
 KV1236_MARKER: DB = BENCH MARK DISK
 KV1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1236_STAMPING: N 23 1942
 KV1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1236+STABILITY: SURFACE MOTION
 KV1236
 KV1236  HISTORY     - Date     Condition        Report By
 KV1236  HISTORY     - 1942     MONUMENTED       CGS
 KV1236  HISTORY     - 1964     GOOD             NJDCED
 KV1236  HISTORY     - 19950910 MARK NOT FOUND   USPSQD
 KV1236
 KV1236                          STATION DESCRIPTION
 KV1236
 KV1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1236'1.2 MI S FROM HOPE.
 KV1236'1.2 MILE SOUTH ALONG STATE HIGHWAY 543 FROM THE POST OFFICE AT
 KV1236'HOPE, WARREN COUNTY, 118 FEET NORTH OF A CONCRETE CULVERT, 30.8
 KV1236'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 12.8 FEET NORTH
 KV1236'OF A POLE, 4.9 FEET NORTHWEST OF A FENCE, AND ABOUT 5 FEET HIGHER
 KV1236'THAN THE HIGHWAY.
 KV1236
 KV1236                          STATION RECOVERY (1964)
 KV1236
 KV1236'RECOVERY NOTE BY NJ CONS AND ECON DEV 1964
 KV1236'RECOVERED IN GOOD CONDITION.
 KV1236
 KV1236                          STATION RECOVERY (1995)
 KV1236
 KV1236'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1293 ***********************************************************************
 KV1293  DESIGNATION -  N 24
 KV1293  PID         -  KV1293
 KV1293  STATE/COUNTY-  NJ/MORRIS
 KV1293  USGS QUAD   -  CHESTER (1981)
 KV1293
 KV1293                         *CURRENT SURVEY CONTROL
 KV1293  ___________________________________________________________________
 KV1293* NAD 83(1986)-  40 52 23.     (N)    074 41 35.     (W)     SCALED    
 KV1293* NAVD 88     -       320.943  (meters)    1052.96   (feet)  ADJUSTED  
 KV1293  ___________________________________________________________________
 KV1293  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV1293  DYNAMIC HT  -         320.794 (meters)    1052.47  (feet)  COMP
 KV1293  MODELED GRAV-     980,153.0   (mgal)                       NAVD 88
 KV1293
 KV1293  VERT ORDER  -  SECOND    CLASS 0
 KV1293
 KV1293.The horizontal coordinates were scaled from a topographic map and have
 KV1293.an estimated accuracy of +/- 6 seconds.
 KV1293
 KV1293.The orthometric height was determined by differential leveling
 KV1293.and adjusted by the National Geodetic Survey in June 1991..
 KV1293
 KV1293.The geoid height was determined by GEOID03.
 KV1293
 KV1293.The dynamic height is computed by dividing the NAVD 88
 KV1293.geopotential number by the normal gravity value computed on the
 KV1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1293.degrees latitude (g = 980.6199 gals.).
 KV1293
 KV1293.The modeled gravity was interpolated from observed gravity values.
 KV1293
 KV1293;                    North         East    Units  Estimated Accuracy
 KV1293;SPC NJ       -   226,470.      133,730.      MT  (+/- 180 meters Scaled)
 KV1293
 KV1293                          SUPERSEDED SURVEY CONTROL
 KV1293
 KV1293  NGVD 29 (??/??/??)  321.159  (m)         1053.67   (f) ADJUSTED    2 0
 KV1293
 KV1293.Superseded values are not recommended for survey control.
 KV1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1293.See file dsdata.txt to determine how the superseded data were derived.
 KV1293
 KV1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL258247(NAD 83)
 KV1293_MARKER: DB = BENCH MARK DISK
 KV1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1293_STAMPING: N 24 1942
 KV1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1293+STABILITY: SURFACE MOTION
 KV1293
 KV1293  HISTORY     - Date     Condition        Report By
 KV1293  HISTORY     - 1942     MONUMENTED       CGS
 KV1293  HISTORY     - 1963     MARK NOT FOUND   CGS
 KV1293  HISTORY     - 1985     GOOD             USPSQD
 KV1293
 KV1293                          STATION DESCRIPTION
 KV1293
 KV1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1293'2 MI SE FROM NETCONG.
 KV1293'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 31 FROM THE DELAWARE,
 KV1293'LACKAWANNS AND WESTERN RAILROAD STATION AT NETCONG, MORRIS
 KV1293'COUNTY, 375 FEET NORTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING
 KV1293'SOUTHWEST, 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 18.5
 KV1293'FEET SOUTHEAST OF A POWER-TRANSMISSION LINE POLE, AND ABOUT LEVEL
 KV1293'WITH THE HIGHWAY.
 KV1293
 KV1293                          STATION RECOVERY (1963)
 KV1293
 KV1293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KV1293'MARK NOT FOUND.
 KV1293
 KV1293                          STATION RECOVERY (1985)
 KV1293
 KV1293'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV1293'NOTE THAT HWY. 31 HAS BECOME U.S. HWY. 206. THE SURVEY MARK IS
 KV1293'LOCATED 50 FEET SOUTH OF RUDOLPH ROAD AND 16 FEET SOUTHEAST OF POLE
 KV1293'RU-1388. IT IS JUST SOUTH OF THE ENTRANCE TO ADVANCE, A NEWPAPER
 KV1293'COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1291 ***********************************************************************
 KV1291  DESIGNATION -  N 25
 KV1291  PID         -  KV1291
 KV1291  STATE/COUNTY-  NJ/MORRIS
 KV1291  USGS QUAD   -  HACKETTSTOWN (1976)
 KV1291
 KV1291                         *CURRENT SURVEY CONTROL
 KV1291  ___________________________________________________________________
 KV1291* NAD 83(1986)-  40 46 16.     (N)    074 49 25.     (W)     SCALED    
 KV1291* NAVD 88     -       286.755  (meters)     940.80   (feet)  ADJUSTED  
 KV1291  ___________________________________________________________________
 KV1291  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KV1291  DYNAMIC HT  -         286.620 (meters)     940.35  (feet)  COMP
 KV1291  MODELED GRAV-     980,143.7   (mgal)                       NAVD 88
 KV1291
 KV1291  VERT ORDER  -  SECOND    CLASS 0
 KV1291
 KV1291.The horizontal coordinates were scaled from a topographic map and have
 KV1291.an estimated accuracy of +/- 6 seconds.
 KV1291
 KV1291.The orthometric height was determined by differential leveling
 KV1291.and adjusted by the National Geodetic Survey in June 1991..
 KV1291
 KV1291.The geoid height was determined by GEOID03.
 KV1291
 KV1291.The dynamic height is computed by dividing the NAVD 88
 KV1291.geopotential number by the normal gravity value computed on the
 KV1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1291.degrees latitude (g = 980.6199 gals.).
 KV1291
 KV1291.The modeled gravity was interpolated from observed gravity values.
 KV1291
 KV1291;                    North         East    Units  Estimated Accuracy
 KV1291;SPC NJ       -   215,180.      122,680.      MT  (+/- 180 meters Scaled)
 KV1291
 KV1291                          SUPERSEDED SURVEY CONTROL
 KV1291
 KV1291  NGVD 29 (??/??/??)  286.983  (m)          941.54   (f) ADJUSTED    2 0
 KV1291
 KV1291.Superseded values are not recommended for survey control.
 KV1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1291.See file dsdata.txt to determine how the superseded data were derived.
 KV1291
 KV1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL148133(NAD 83)
 KV1291_MARKER: DB = BENCH MARK DISK
 KV1291_SETTING: 80 = SET IN A BOULDER
 KV1291_SP_SET: BOULDER
 KV1291_STAMPING: N 25 1942
 KV1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1291+STABILITY: SURFACE MOTION
 KV1291
 KV1291  HISTORY     - Date     Condition        Report By
 KV1291  HISTORY     - 1942     MONUMENTED       CGS
 KV1291  HISTORY     - 20021130 MARK NOT FOUND   USPSQD
 KV1291  HISTORY     - 20060704 GOOD             GEOCAC
 KV1291
 KV1291                          STATION DESCRIPTION
 KV1291
 KV1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1291'0.8 MI N FROM MIDDLE VALLEY.
 KV1291'0.8 MILE NORTH ALONG A DIRT ROAD FROM THE CENTRAL RAILROAD OF
 KV1291'NEW JERSEY CROSSING AT MIDDLE VALLEY, MORRIS COUNTY, 82.7 FEET
 KV1291'NORTHEAST ACROSS THE ROAD FROM A POLE, 90.6 FEET NORTH OF A
 KV1291'28-INCH OAK TREE, 52.8 FEET EAST OF THE CENTERLINE OF THE ROAD,
 KV1291'38.2 FEET EAST OF A RAIL FENCE, IN THE TOP OF A BOULDER, AND
 KV1291'ABOUT 3 FEET HIGHER THAN THE GROUND.
 KV1291
 KV1291                          STATION RECOVERY (2002)
 KV1291
 KV1291'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV1291'FOUND WITNESS POST. MARKER NOT RECOVERED.
 KV1291
 KV1291                          STATION RECOVERY (2006)
 KV1291
 KV1291'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV1291'FOUND BY SEARCHING ONE TELEPHONE SOUTH ALONG ZELLERS ROAD.  STATION IS
 KV1291'LOCATED ON BOULDER IN LAWN OF NEW HOUSE, 52.8 FEET EAST OF CENTERLINE
 KV1291'OF ZELLERS ROAD.  HAND-HELD GPS COORDINATES N 40  46.209 W 074
 KV1291'49.396.
 KV1291' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0549 ***********************************************************************
 KV0549  DESIGNATION -  N 26
 KV0549  PID         -  KV0549
 KV0549  STATE/COUNTY-  NJ/MIDDLESEX
 KV0549  USGS QUAD   -  BOUND BROOK (1995)
 KV0549
 KV0549                         *CURRENT SURVEY CONTROL
 KV0549  ___________________________________________________________________
 KV0549* NAD 83(1986)-  40 33 54.     (N)    074 30 12.     (W)     SCALED    
 KV0549* NAVD 88     -        13.177  (meters)      43.23   (feet)  ADJUSTED  
 KV0549  ___________________________________________________________________
 KV0549  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KV0549  DYNAMIC HT  -          13.171 (meters)      43.21  (feet)  COMP
 KV0549  MODELED GRAV-     980,187.2   (mgal)                       NAVD 88
 KV0549
 KV0549  VERT ORDER  -  FIRST     CLASS II
 KV0549
 KV0549.The horizontal coordinates were scaled from a topographic map and have
 KV0549.an estimated accuracy of +/- 6 seconds.
 KV0549
 KV0549.The orthometric height was determined by differential leveling
 KV0549.and adjusted by the National Geodetic Survey in June 1991..
 KV0549
 KV0549.The geoid height was determined by GEOID03.
 KV0549
 KV0549.The dynamic height is computed by dividing the NAVD 88
 KV0549.geopotential number by the normal gravity value computed on the
 KV0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0549.degrees latitude (g = 980.6199 gals.).
 KV0549
 KV0549.The modeled gravity was interpolated from observed gravity values.
 KV0549
 KV0549;                    North         East    Units  Estimated Accuracy
 KV0549;SPC NJ       -   192,250.      149,720.      MT  (+/- 180 meters Scaled)
 KV0549
 KV0549                          SUPERSEDED SURVEY CONTROL
 KV0549
 KV0549  NGVD 29 (01/10/92)   13.454  (m)           44.14   (f) ADJUSTED    1 2
 KV0549
 KV0549.Superseded values are not recommended for survey control.
 KV0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0549.See file dsdata.txt to determine how the superseded data were derived.
 KV0549
 KV0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK420905(NAD 83)
 KV0549_MARKER: DB = BENCH MARK DISK
 KV0549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0549_SP_SET: BRIDGE
 KV0549_STAMPING: N 26 1942
 KV0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0549+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2002
 KV0549
 KV0549  HISTORY     - Date     Condition        Report By
 KV0549  HISTORY     - 1942     MONUMENTED       CGS
 KV0549  HISTORY     - 1971     GOOD             USGS
 KV0549  HISTORY     - 1978     GOOD             NGS
 KV0549  HISTORY     - 20021116 GOOD             USPSQD
 KV0549
 KV0549                          STATION DESCRIPTION
 KV0549
 KV0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV0549'0.9 MI W FROM MIDDLESEX.
 KV0549'0.9 MILE WEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE
 KV0549'STATION AT MIDDLESEX, MIDDLESEX COUNTY, ABOUT 1.5 MILES EAST OF
 KV0549'BOUND BROOK, 1/4 MILE EAST OF MILEPOST 29, NEAR THE AIRCO AIR
 KV0549'REDUCTION CO., AT BRIDGE 28.77 OVER A SMALL CREEK, IN THE TOP
 KV0549'OF THE NORTHWEST CONCRETE WING WALL, AND ABOUT 1 FOOT LOWER THAN
 KV0549'THE TRACK.
 KV0549
 KV0549                          STATION RECOVERY (1971)
 KV0549
 KV0549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KV0549'RECOVERED IN GOOD CONDITION.
 KV0549
 KV0549                          STATION RECOVERY (1978)
 KV0549
 KV0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0549'RECOVERED IN GOOD CONDITION.
 KV0549
 KV0549                          STATION RECOVERY (2002)
 KV0549
 KV0549'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV0549'IN MIDDLESEX GO TO LINCOLN BLVD. AND CLINTON AV. INTERSECTION. AIRCO
 KV0549'AIR REDUCTION COMPANY HAS CHANGED HANDS, NOW BOC GASES (SEE TOWER).
 KV0549'MAGELLAN GPS COORDINATES 40 33.896N 74 30.236W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1372 ***********************************************************************
 KV1372  DESIGNATION -  N 27
 KV1372  PID         -  KV1372
 KV1372  STATE/COUNTY-  NJ/HUNTERDON
 KV1372  USGS QUAD   -  PITTSTOWN (1970)
 KV1372
 KV1372                         *CURRENT SURVEY CONTROL
 KV1372  ___________________________________________________________________
 KV1372* NAD 83(1986)-  40 30 16.     (N)    074 54 00.     (W)     SCALED    
 KV1372* NAVD 88     -       140.530  (meters)     461.06   (feet)  ADJUSTED  
 KV1372  ___________________________________________________________________
 KV1372  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KV1372  DYNAMIC HT  -         140.462 (meters)     460.83  (feet)  COMP
 KV1372  MODELED GRAV-     980,141.9   (mgal)                       NAVD 88
 KV1372
 KV1372  VERT ORDER  -  SECOND    CLASS 0
 KV1372
 KV1372.The horizontal coordinates were scaled from a topographic map and have
 KV1372.an estimated accuracy of +/- 6 seconds.
 KV1372
 KV1372.The orthometric height was determined by differential leveling
 KV1372.and adjusted by the National Geodetic Survey in June 1991..
 KV1372
 KV1372.The geoid height was determined by GEOID03.
 KV1372
 KV1372.The dynamic height is computed by dividing the NAVD 88
 KV1372.geopotential number by the normal gravity value computed on the
 KV1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1372.degrees latitude (g = 980.6199 gals.).
 KV1372
 KV1372.The modeled gravity was interpolated from observed gravity values.
 KV1372
 KV1372;                    North         East    Units  Estimated Accuracy
 KV1372;SPC NJ       -   185,600.      116,100.      MT  (+/- 180 meters Scaled)
 KV1372
 KV1372                          SUPERSEDED SURVEY CONTROL
 KV1372
 KV1372  NGVD 29 (??/??/??)  140.775  (m)          461.86   (f) ADJUSTED    2 0
 KV1372
 KV1372.Superseded values are not recommended for survey control.
 KV1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1372.See file dsdata.txt to determine how the superseded data were derived.
 KV1372
 KV1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK084837(NAD 83)
 KV1372_MARKER: DB = BENCH MARK DISK
 KV1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1372_STAMPING: N 27 1942
 KV1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1372+STABILITY: SURFACE MOTION
 KV1372
 KV1372  HISTORY     - Date     Condition        Report By
 KV1372  HISTORY     - 1942     MONUMENTED       CGS
 KV1372  HISTORY     - 1956     GOOD             CGS
 KV1372  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 KV1372
 KV1372                          STATION DESCRIPTION
 KV1372
 KV1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1372'2.4 MI W FROM FLEMINGTON.
 KV1372'0.1 MILE SOUTH ALONG MAIN STREET FROM THE COUNTY COURTHOUSE AT
 KV1372'FLEMINGTON, THENCE 0.7 MILE WEST ALONG MINE STREET, THENCE 1.6
 KV1372'MILES WEST ALONG STATE HIGHWAY 12, AT THE T JUNCTION OF A GRAVEL
 KV1372'ROAD LEADING SOUTH TO THE FARM OF HART CASE, 131.8 FEET SOUTH OF
 KV1372'THE CENTER LINE OF THE HIGHWAY, 103.7 FEET SOUTH OF THE EAST END
 KV1372'OF THE SOUTH CONCRETE HEADWALL OF A 16-INCH PIPE CULVERT UNDER THE
 KV1372'HIGHWAY, 19 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 2
 KV1372'FEET EAST OF POWER LINE POLE NO. L-65-1, 2 FEET LOWER THAN THE
 KV1372'GRAVEL ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 KV1372'INCHES.
 KV1372
 KV1372                          STATION RECOVERY (1995)
 KV1372
 KV1372'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1205 ***********************************************************************
 KV1205  DESIGNATION -  N 28
 KV1205  PID         -  KV1205
 KV1205  STATE/COUNTY-  NJ/HUNTERDON
 KV1205  USGS QUAD   -  HIGH BRIDGE (1970)
 KV1205
 KV1205                         *CURRENT SURVEY CONTROL
 KV1205  ___________________________________________________________________
 KV1205* NAD 83(1986)-  40 41 39.     (N)    074 56 18.     (W)     SCALED    
 KV1205* NAVD 88     -       137.766  (meters)     451.99   (feet)  ADJUSTED  
 KV1205  ___________________________________________________________________
 KV1205  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KV1205  DYNAMIC HT  -         137.703 (meters)     451.78  (feet)  COMP
 KV1205  MODELED GRAV-     980,164.1   (mgal)                       NAVD 88
 KV1205
 KV1205  VERT ORDER  -  FIRST     CLASS II
 KV1205
 KV1205.The horizontal coordinates were scaled from a topographic map and have
 KV1205.an estimated accuracy of +/- 6 seconds.
 KV1205
 KV1205.The orthometric height was determined by differential leveling
 KV1205.and adjusted by the National Geodetic Survey in June 1991..
 KV1205
 KV1205.The geoid height was determined by GEOID03.
 KV1205
 KV1205.The dynamic height is computed by dividing the NAVD 88
 KV1205.geopotential number by the normal gravity value computed on the
 KV1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1205.degrees latitude (g = 980.6199 gals.).
 KV1205
 KV1205.The modeled gravity was interpolated from observed gravity values.
 KV1205
 KV1205;                    North         East    Units  Estimated Accuracy
 KV1205;SPC NJ       -   206,680.      112,950.      MT  (+/- 180 meters Scaled)
 KV1205
 KV1205                          SUPERSEDED SURVEY CONTROL
 KV1205
 KV1205  NGVD 29 (??/??/??)  137.995  (m)          452.74   (f) ADJUSTED    1 2
 KV1205
 KV1205.Superseded values are not recommended for survey control.
 KV1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1205.See file dsdata.txt to determine how the superseded data were derived.
 KV1205
 KV1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL052048(NAD 83)
 KV1205_MARKER: DB = BENCH MARK DISK
 KV1205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1205_SP_SET: BRIDGE ABUTMENT
 KV1205_STAMPING: N 28 1942
 KV1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1205+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 KV1205
 KV1205  HISTORY     - Date     Condition        Report By
 KV1205  HISTORY     - 1942     MONUMENTED       CGS
 KV1205  HISTORY     - 1950     GOOD             CGS
 KV1205  HISTORY     - 1989     GOOD             USPSQD
 KV1205  HISTORY     - 20030408 GOOD             INDIV
 KV1205
 KV1205                          STATION DESCRIPTION
 KV1205
 KV1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1205'0.1 MI N FROM GLEN GARDNER.
 KV1205'1.8 MILES SOUTH ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 KV1205'THE STATION AT HAMPTON, HUNTERDON COUNTY, 0.1 MILE NORTH OF
 KV1205'THE STATION AT GLEN GARDNER, AT AN OVERHEAD BRIDGE, IN THE TOP
 KV1205'OF THE EXTREME EAST END OF THE NORTH ABUTMENT, AND 20 FEET
 KV1205'EAST OF THE EAST RAIL.
 KV1205
 KV1205                          STATION RECOVERY (1950)
 KV1205
 KV1205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KV1205'RECOVERED IN GOOD CONDITION.
 KV1205
 KV1205                          STATION RECOVERY (1989)
 KV1205
 KV1205'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBD)
 KV1205'RECOVERED IN GOOD CONDITION.
 KV1205
 KV1205                          STATION RECOVERY (2003)
 KV1205
 KV1205'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (WJH)
 KV1205'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1379 ***********************************************************************
 KV1379  DESIGNATION -  N 29
 KV1379  PID         -  KV1379
 KV1379  STATE/COUNTY-  NJ/HUNTERDON
 KV1379  USGS QUAD   -  FLEMINGTON (1977)
 KV1379
 KV1379                         *CURRENT SURVEY CONTROL
 KV1379  ___________________________________________________________________
 KV1379* NAD 83(1986)-  40 32 16.     (N)    074 50 38.     (W)     SCALED    
 KV1379* NAVD 88     -        38.535  (meters)     126.43   (feet)  ADJUSTED  
 KV1379  ___________________________________________________________________
 KV1379  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KV1379  DYNAMIC HT  -          38.517 (meters)     126.37  (feet)  COMP
 KV1379  MODELED GRAV-     980,163.8   (mgal)                       NAVD 88
 KV1379
 KV1379  VERT ORDER  -  SECOND    CLASS 0
 KV1379
 KV1379.The horizontal coordinates were scaled from a topographic map and have
 KV1379.an estimated accuracy of +/- 6 seconds.
 KV1379
 KV1379.The orthometric height was determined by differential leveling
 KV1379.and adjusted by the National Geodetic Survey in June 1991..
 KV1379
 KV1379.The geoid height was determined by GEOID03.
 KV1379
 KV1379.The dynamic height is computed by dividing the NAVD 88
 KV1379.geopotential number by the normal gravity value computed on the
 KV1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1379.degrees latitude (g = 980.6199 gals.).
 KV1379
 KV1379.The modeled gravity was interpolated from observed gravity values.
 KV1379
 KV1379;                    North         East    Units  Estimated Accuracy
 KV1379;SPC NJ       -   189,280.      120,870.      MT  (+/- 180 meters Scaled)
 KV1379
 KV1379                          SUPERSEDED SURVEY CONTROL
 KV1379
 KV1379  NGVD 29 (??/??/??)   38.782  (m)          127.24   (f) ADJUSTED    2 0
 KV1379
 KV1379.Superseded values are not recommended for survey control.
 KV1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1379.See file dsdata.txt to determine how the superseded data were derived.
 KV1379
 KV1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK132874(NAD 83)
 KV1379_MARKER: DB = BENCH MARK DISK
 KV1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1379_STAMPING: N 29 1942
 KV1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1379+STABILITY: SURFACE MOTION
 KV1379
 KV1379  HISTORY     - Date     Condition        Report By
 KV1379  HISTORY     - 1942     MONUMENTED       CGS
 KV1379  HISTORY     - 20021130 MARK NOT FOUND   USPSQD
 KV1379
 KV1379                          STATION DESCRIPTION
 KV1379
 KV1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1379'0.6 MI NW FROM FLEMINGTON JUNCTION.
 KV1379'0.6 MILE NORTHWEST ALONG A TAR ROAD FROM THE LEHIGH VALLEY
 KV1379'RAILROAD STATION AT FLEMINGTON JUNCTION, HUNTERDON COUNTY, 400
 KV1379'FEET EAST OF A BRIDGE OVER THE RAILROAD TRACKS, AT THE NORTHEAST
 KV1379'CORNER OF A CULTIVATED FIELD, 31 FEET NORTH OF A
 KV1379'POWER-TRANSMISSION LINE POLE, 30.8 FEET SOUTH OF THE CENTERLINE
 KV1379'OF THE ROAD, 15 FEET SOUTHWEST OF A 150 INCH ELM TREE, AND 2 FEET
 KV1379'EAST OF A WIRE FENCE.
 KV1379
 KV1379                          STATION RECOVERY (2002)
 KV1379
 KV1379'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV1379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0548 ***********************************************************************
 JU0548  DESIGNATION -  N 3
 JU0548  PID         -  JU0548
 JU0548  STATE/COUNTY-  NJ/CAMDEN
 JU0548  USGS QUAD   -  WILLIAMSTOWN (1981)
 JU0548
 JU0548                         *CURRENT SURVEY CONTROL
 JU0548  ___________________________________________________________________
 JU0548* NAD 83(1986)-  39 44 35.     (N)    074 55 31.     (W)     SCALED    
 JU0548* NAVD 88     -        46.707  (meters)     153.24   (feet)  POSTED    
 JU0548  ___________________________________________________________________
 JU0548  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JU0548  DYNAMIC HT  -          46.680 (meters)     153.15  (feet)  COMP
 JU0548  MODELED GRAV-     980,143.8   (mgal)                       NAVD 88
 JU0548
 JU0548  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JU0548
 JU0548.The horizontal coordinates were scaled from a topographic map and have
 JU0548.an estimated accuracy of +/- 6 seconds.
 JU0548
 JU0548.The orthometric height was determined by differential leveling
 JU0548.and adjusted by the National Geodetic Survey in 1992..
 JU0548.No vertical observational check was made to the station.
 JU0548.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JU0548.was located on a no-check spur therefore a value was not computed.
 JU0548
 JU0548.The geoid height was determined by GEOID03.
 JU0548
 JU0548.The dynamic height is computed by dividing the NAVD 88
 JU0548.geopotential number by the normal gravity value computed on the
 JU0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0548.degrees latitude (g = 980.6199 gals.).
 JU0548
 JU0548.The modeled gravity was interpolated from observed gravity values.
 JU0548
 JU0548;                    North         East    Units  Estimated Accuracy
 JU0548;SPC NJ       -   101,080.      113,550.      MT  (+/- 180 meters Scaled)
 JU0548
 JU0548                          SUPERSEDED SURVEY CONTROL
 JU0548
 JU0548  NGVD 29 (??/??/??)   47.073  (m)          154.44   (f) ADJUSTED    1 2
 JU0548
 JU0548.Superseded values are not recommended for survey control.
 JU0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0548.See file dsdata.txt to determine how the superseded data were derived.
 JU0548
 JU0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ064992(NAD 83)
 JU0548_MARKER: DB = BENCH MARK DISK
 JU0548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0548_SP_SET: FOUNDATION
 JU0548_STAMPING: 154.439 N 3 1924
 JU0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0548
 JU0548  HISTORY     - Date     Condition        Report By
 JU0548  HISTORY     - 1924     MONUMENTED       CGS
 JU0548  HISTORY     - 1963     MARK NOT FOUND   CGS
 JU0548  HISTORY     - 1983     GOOD             LOCSUR
 JU0548  HISTORY     - 19950313 MARK NOT FOUND   NJGS
 JU0548
 JU0548                          STATION DESCRIPTION
 JU0548
 JU0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0548'AT WILLIAMSTOWN JCT.
 JU0548'CAMDEN COUNTY, ON THE FORMER PHILADELPHIA AND READING RAILWAY, 100
 JU0548'YARDS EAST OF THE STATION, MIDWAY BETWEEN THE SECTION HOUSE AND
 JU0548'THE FORMER SITE OF JN TOWER, 10 FEET EAST OF MILEPOST 17-39, IN
 JU0548'THE CONCRETE FOUNDATION OF BANJO SIGNAL 28, AND 6 FEET NORTH OF
 JU0548'THE NORTH RAIL OF THE WEST-BOUND MAIN-LINE TRACK.  A STANDARD
 JU0548'DISK, STAMPED 154.439 N 3 1924.
 JU0548
 JU0548                          STATION RECOVERY (1983)
 JU0548
 JU0548'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JU0548'STATION IS GONE. BANJO SIGNAL IS GONE AS LISTED IN LOCATION MILE POST
 JU0548'1M-39 ALSO GONE. CONCRETE FOUNDATION FOR BANJO SIGNAL EXISTING WITH
 JU0548'MARK ATTACHED.
 JU0548
 JU0548                          STATION RECOVERY (1995)
 JU0548
 JU0548'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0548'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0548'SEARCH BY A TWO MAN PARTY.  THE REMAINS OF THE STEM WAS ALL THAT WAS
 JU0548'RECOVERED.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0779 ***********************************************************************
 LY0779  DESIGNATION -  N 30
 LY0779  PID         -  LY0779
 LY0779  STATE/COUNTY-  NJ/SUSSEX
 LY0779  USGS QUAD   -  CULVERS GAP (1997)
 LY0779
 LY0779                         *CURRENT SURVEY CONTROL
 LY0779  ___________________________________________________________________
 LY0779* NAD 83(1986)-  41 07 32.     (N)    074 47 27.     (W)     SCALED    
 LY0779* NAVD 88     -       276.127  (meters)     905.93   (feet)  ADJUSTED  
 LY0779  ___________________________________________________________________
 LY0779  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LY0779  DYNAMIC HT  -         276.006 (meters)     905.53  (feet)  COMP
 LY0779  MODELED GRAV-     980,180.2   (mgal)                       NAVD 88
 LY0779
 LY0779  VERT ORDER  -  SECOND    CLASS 0
 LY0779
 LY0779.The horizontal coordinates were scaled from a topographic map and have
 LY0779.an estimated accuracy of +/- 6 seconds.
 LY0779
 LY0779.The orthometric height was determined by differential leveling
 LY0779.and adjusted by the National Geodetic Survey in June 1991..
 LY0779
 LY0779.The geoid height was determined by GEOID03.
 LY0779
 LY0779.The dynamic height is computed by dividing the NAVD 88
 LY0779.geopotential number by the normal gravity value computed on the
 LY0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0779.degrees latitude (g = 980.6199 gals.).
 LY0779
 LY0779.The modeled gravity was interpolated from observed gravity values.
 LY0779
 LY0779;                    North         East    Units  Estimated Accuracy
 LY0779;SPC NJ       -   254,530.      125,580.      MT  (+/- 180 meters Scaled)
 LY0779
 LY0779                          SUPERSEDED SURVEY CONTROL
 LY0779
 LY0779  NGVD 29 (??/??/92)  276.322  (m)          906.57   (f) ADJ UNCH    2 0
 LY0779
 LY0779.Superseded values are not recommended for survey control.
 LY0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0779.See file dsdata.txt to determine how the superseded data were derived.
 LY0779
 LY0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL175527(NAD 83)
 LY0779_MARKER: DB = BENCH MARK DISK
 LY0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0779_STAMPING: N 30 1942
 LY0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0779+STABILITY: SURFACE MOTION
 LY0779
 LY0779  HISTORY     - Date     Condition        Report By
 LY0779  HISTORY     - 1942     MONUMENTED       CGS
 LY0779  HISTORY     - 19950112 MARK NOT FOUND   NJGS
 LY0779
 LY0779                          STATION DESCRIPTION
 LY0779
 LY0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0779'3.7 MI SW FROM BRANCHVILLE.
 LY0779'1.3 MILES NORTHWEST ALONG STATE HIGHWAY NO. S 31 FROM THE
 LY0779'HIGHWAY BRIDGE OVER THE D. L. AND W. RAILROAD ON THE SOUTH EDGE
 LY0779'OF BRANCHVILLE, THENCE 2.4 MILES SOUTHWEST ALONG A GRAVEL ROAD,
 LY0779'AT LAKE KEMAH, ON THE PROPERTY OF F.L. MEAD, 46.6 FEET SOUTHWEST
 LY0779'OF THE WEST CORNER OF A WHITE COTTAGE, 37 FEET SOUTHEAST OF THE
 LY0779'CENTER LINE OF THE ROAD, AT THE SOUTHWEST EDGE OF A WIDE ROCK
 LY0779'FENCE, AND 1.2 FEET NORTHWEST OF A STANDARD REFERENCE POST.  A
 LY0779'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 LY0779
 LY0779                          STATION RECOVERY (1995)
 LY0779
 LY0779'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0779'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 LY0779'SEARCH BY A TWO MAN PARTY.  CONSIDERABLE IMPROVEMENTS HAVE BEEN MADE
 LY0779'IN THE AREA SINCE THE LAST RECOVERY.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0485 ***********************************************************************
 LY0485  DESIGNATION -  N 31
 LY0485  PID         -  LY0485
 LY0485  STATE/COUNTY-  NJ/PASSAIC
 LY0485  USGS QUAD   -  GREENWOOD LAKE (1954)
 LY0485
 LY0485                         *CURRENT SURVEY CONTROL
 LY0485  ___________________________________________________________________
 LY0485* NAD 83(1986)-  41 09 21.     (N)    074 21 45.     (W)     SCALED    
 LY0485* NAVD 88     -       215.494  (meters)     707.00   (feet)  ADJUSTED  
 LY0485  ___________________________________________________________________
 LY0485  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LY0485  DYNAMIC HT  -         215.399 (meters)     706.69  (feet)  COMP
 LY0485  MODELED GRAV-     980,179.0   (mgal)                       NAVD 88
 LY0485
 LY0485  VERT ORDER  -  FIRST     CLASS II
 LY0485
 LY0485.The horizontal coordinates were scaled from a topographic map and have
 LY0485.an estimated accuracy of +/- 6 seconds.
 LY0485
 LY0485.The orthometric height was determined by differential leveling
 LY0485.and adjusted by the National Geodetic Survey in June 1991..
 LY0485
 LY0485.The geoid height was determined by GEOID03.
 LY0485
 LY0485.The dynamic height is computed by dividing the NAVD 88
 LY0485.geopotential number by the normal gravity value computed on the
 LY0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0485.degrees latitude (g = 980.6199 gals.).
 LY0485
 LY0485.The modeled gravity was interpolated from observed gravity values.
 LY0485
 LY0485;                    North         East    Units  Estimated Accuracy
 LY0485;SPC NJ       -   257,860.      161,540.      MT  (+/- 180 meters Scaled)
 LY0485
 LY0485                          SUPERSEDED SURVEY CONTROL
 LY0485
 LY0485  NGVD 29 (??/??/92)  215.796  (m)          707.99   (f) ADJ UNCH    1 2
 LY0485
 LY0485.Superseded values are not recommended for survey control.
 LY0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0485.See file dsdata.txt to determine how the superseded data were derived.
 LY0485
 LY0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL534562(NAD 83)
 LY0485_MARKER: DB = BENCH MARK DISK
 LY0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0485_SP_SET: BASE OF CONCRETE BALUSTRADE
 LY0485_STAMPING: N 31 1942
 LY0485_MARK LOGO: CGS   
 LY0485_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0485+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2004
 LY0485
 LY0485  HISTORY     - Date     Condition        Report By
 LY0485  HISTORY     - 1942     MONUMENTED       CGS
 LY0485  HISTORY     - 1979     GOOD             NGS
 LY0485  HISTORY     - 19921016 GOOD             NJGS
 LY0485  HISTORY     - 19950912 GOOD             USPSQD
 LY0485  HISTORY     - 20040825 GOOD             STEWRT
 LY0485
 LY0485                          STATION DESCRIPTION
 LY0485
 LY0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0485'1.3 MI W FROM BROWNS.
 LY0485'1.3 MILE WEST ALONG A SURFACED ROAD FROM THE POST OFFICE AT
 LY0485'BROWNS, PASSAIC COUNTY, 82 FEET SOUTHEAST OF A 2-STORY FRAME
 LY0485'HOUSE, AT A CONCRETE BRIDGE, IN THE SOUTHEAST END OF THE BASE
 LY0485'OF THE SOUTHWEST RAILING, AND 13 FEET SOUTHWEST OF THE CENTERLINE
 LY0485'OF THE ROAD.
 LY0485
 LY0485                          STATION RECOVERY (1979)
 LY0485
 LY0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0485'RECOVERED IN GOOD CONDITION.
 LY0485
 LY0485                          STATION RECOVERY (1992)
 LY0485
 LY0485'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 LY0485'THE STATION IS LOCATED IN WEST MILFORD TOWNSHIP ON THE SOUTHWEST SIDE
 LY0485'OF THE WARWICK TURNPIKE.  TO REACH THE STATION FROM THE WYE
 LY0485'INTERSECTION OF WARWICK TURNPIKE AND THE END OF UNION VALLEY ROAD,
 LY0485'COUNTY ROAD 513, IN BROWNS, GO WEST NORTHWEST ON WARWICK TURNPIKE FOR
 LY0485'0.35 MI (0.56 KM) TO THE STATION ON THE LEFT, SET IN THE BASE OF THE
 LY0485'SOUTHEAST CONCRETE BALUSTRADE OF BRIDGE NUMBER 446 OVER GREEN BROOK.
 LY0485'THE STATION IS ALSO ABOUT 500 FT (152.4 M) SOUTHEAST FROM THE TEE
 LY0485'JUNCTION OF WARWICK TURNPIKE AND WHITE ROAD.  THE STATION IS 13.0 FT
 LY0485'(4.0 M) SOUTHEAST FROM THE CENTERLINE OF WARWICK TURNPIKE, 85.0 FT
 LY0485'(25.9 M) SOUTHEAST FROM AN ABANDONED TWO STORY FRAME DWELLING AND
 LY0485'ABOUT 3 M (9.8 FT) NORTHWEST FROM THE SOUTHEAST END OF THE BRIDGE.
 LY0485
 LY0485                          STATION RECOVERY (1995)
 LY0485
 LY0485'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY0485'RECOVERED IN GOOD CONDITION.
 LY0485
 LY0485                          STATION RECOVERY (2004)
 LY0485
 LY0485'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2004 (JMS)
 LY0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0841 ***********************************************************************
 LY0841  DESIGNATION -  N 32
 LY0841  PID         -  LY0841
 LY0841  STATE/COUNTY-  NJ/SUSSEX
 LY0841  USGS QUAD   -  HAMBURG (1976)
 LY0841
 LY0841                         *CURRENT SURVEY CONTROL
 LY0841  ___________________________________________________________________
 LY0841* NAD 83(1996)-  41 09 59.86490(N)    074 33 19.31019(W)     ADJUSTED  
 LY0841* NAVD 88     -       144.771  (meters)     474.97   (feet)  ADJUSTED  
 LY0841  ___________________________________________________________________
 LY0841  X           -   1,280,541.705 (meters)                     COMP
 LY0841  Y           -  -4,634,870.889 (meters)                     COMP
 LY0841  Z           -   4,176,445.440 (meters)                     COMP
 LY0841  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 LY0841  ELLIP HEIGHT-         112.34  (meters)          (10/23/02) GPS OBS
 LY0841  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LY0841  DYNAMIC HT  -         144.710 (meters)     474.77  (feet)  COMP
 LY0841  MODELED GRAV-     980,196.9   (mgal)                       NAVD 88
 LY0841
 LY0841  HORZ ORDER  -  FIRST
 LY0841  VERT ORDER  -  SECOND    CLASS 0
 LY0841  ELLP ORDER  -  FOURTH    CLASS I
 LY0841
 LY0841.The horizontal coordinates were established by GPS observations
 LY0841.and adjusted by the National Geodetic Survey in May 1999..
 LY0841
 LY0841.The orthometric height was determined by differential leveling
 LY0841.and adjusted by the National Geodetic Survey in June 1991..
 LY0841
 LY0841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY0841
 LY0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY0841
 LY0841.The ellipsoidal height was determined by GPS observations
 LY0841.and is referenced to NAD 83.
 LY0841
 LY0841.The geoid height was determined by GEOID03.
 LY0841
 LY0841.The dynamic height is computed by dividing the NAVD 88
 LY0841.geopotential number by the normal gravity value computed on the
 LY0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0841.degrees latitude (g = 980.6199 gals.).
 LY0841
 LY0841.The modeled gravity was interpolated from observed gravity values.
 LY0841
 LY0841;                    North         East     Units Scale Factor Converg.
 LY0841;SPC NJ       -   259,052.277   145,354.160   MT  0.99990027   -0 02 11.2
 LY0841;SPC NJ       -   849,907.35    476,882.77   sFT  0.99990027   -0 02 11.2
 LY0841;UTM  18      - 4,557,350.016   537,300.290   MT  0.99961712   +0 17 33.7
 LY0841
 LY0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY0841!SPC NJ       -   0.99998238  x   0.99990027  =   0.99988265
 LY0841!UTM  18      -   0.99998238  x   0.99961712  =   0.99959951
 LY0841
 LY0841                          SUPERSEDED SURVEY CONTROL
 LY0841
 LY0841  ELLIP H (05/14/99)  112.35   (m)                       GP(       ) 4 1
 LY0841  NAD 83(1996)-  41 09 59.86469(N)    074 33 19.31040(W) AD(       ) 1
 LY0841  NAD 83(1986)-  41 09 59.86579(N)    074 33 19.30997(W) AD(       ) 1
 LY0841  NAVD 88 (01/26/93)  144.77   (m)          475.0    (f) LEVELING    3  
 LY0841  NGVD 29 (??/??/92)  144.973  (m)          475.63   (f) ADJ UNCH    2 0
 LY0841
 LY0841.Superseded values are not recommended for survey control.
 LY0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0841.See file dsdata.txt to determine how the superseded data were derived.
 LY0841
 LY0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3730057350(NAD 83)
 LY0841_MARKER: DB = BENCH MARK DISK
 LY0841_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LY0841_SP_SET: TOP OF SOUTHEAST ABUTMENT
 LY0841_STAMPING: N 32 1942
 LY0841_MARK LOGO: CGS   
 LY0841_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY0841+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1991
 LY0841
 LY0841  HISTORY     - Date     Condition        Report By
 LY0841  HISTORY     - 1942     MONUMENTED       CGS
 LY0841  HISTORY     - 1983     GOOD             LOCSUR
 LY0841  HISTORY     - 1985     GOOD             USPSQD
 LY0841  HISTORY     - 19910412 GOOD             NJGS
 LY0841
 LY0841                          STATION DESCRIPTION
 LY0841
 LY0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0841'1.3 MI NE FROM HAMBERG.
 LY0841'1.6 MILES NORTHEAST ALONG THE LEHIGH AND HUDSON RIVER RAILWAY
 LY0841'FROM THE BRIDGE OVER STATE HIGHWAY 23 AT HAMBERG, SUSSEX COUNTY,
 LY0841'AT BRIDGE 325 OVER A COUNTRY ROAD, IN THE SOUTHEAST ABUTMENT,
 LY0841'AND 9.0 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK.
 LY0841
 LY0841                          STATION RECOVERY (1983)
 LY0841
 LY0841'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LY0841'RECOVERED IN GOOD CONDITION.
 LY0841
 LY0841                          STATION RECOVERY (1985)
 LY0841
 LY0841'RECOVERY NOTE BY US POWER SQUADRON 1985
 LY0841'THE RAILROAD BRIDGE, IN WHICH THE MARK IS SET, IS LOCATED ABOUT 300
 LY0841'FEET SOUTHEAST OF STATE HWY. 94, THE BRIDGE IS OVER A LANE LEADING TO
 LY0841'A SAND AND GRAVEL PIT. THE LEHIGH AND HUDSON RIVER RAILROAD HAS
 LY0841'CEASED OPERATIONS.
 LY0841
 LY0841                          STATION RECOVERY (1991)
 LY0841
 LY0841'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 LY0841'THE STATION IS LOCATED IN HARDYSTON TOWNSHIP ON THE SOUTHEAST SIDE OF
 LY0841'N.J. ROUTE 94, VERNON AVENUE.  TO REACH THE STATION FROM THE JUNCTION
 LY0841'OF N.J. ROUTE 23 AND N.J. ROUTE 94 IN THE BOROUGH OF HAMBURG, GO 1.32
 LY0841'MI (2.12 KM) NORTHEAST ON N.J. ROUTE 94 TO A PARTIALLY ASPHALT PAVED
 LY0841'AND STONE ROAD ON THE RIGHT, LEADING TO A QUARRY OWNED BY CHARLES
 LY0841'SHOTMEYER OF SHOTMEYER BROS. 10 WAGARAW ROAD, HAWTHORNE, N.J. 07506
 LY0841'PHONE 201 427 1000 AND USED BY THE HARDYSTON TOWNSHIP MUNICIPAL
 LY0841'POLICE DEPARTMENT AS A PISTOL FIRING RANGE.  TURN RIGHT AT A ONE
 LY0841'STORY GREY PAINTED FRAME GARAGE, USED TO STORE PISTOL RANGE TARGETS,
 LY0841'ON THE RIGHT AND GO 0.05 MI (0.08 KM) TO A BRIDGE FOR THE LEHIGH AND
 LY0841'HUDSON RIVER RAILROAD, NOW CONRAIL, AND THE STATION ON THE LEFT.  THE
 LY0841'STATION IS A STANDARD DISK, STAMPED N 32 1942, SET IN A DRILL HOLE AT
 LY0841'THE TOP OF THE SOUTHEAST ABUTMENT AND 2.7 M (8.9 FT) SOUTHEAST FROM
 LY0841'THE CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0819 ***********************************************************************
 LY0819  DESIGNATION -  N 34
 LY0819  PID         -  LY0819
 LY0819  STATE/COUNTY-  NJ/SUSSEX
 LY0819  USGS QUAD   -  BRANCHVILLE (1995)
 LY0819
 LY0819                         *CURRENT SURVEY CONTROL
 LY0819  ___________________________________________________________________
 LY0819* NAD 83(1986)-  41 13 34.     (N)    074 41 48.     (W)     SCALED    
 LY0819* NAVD 88     -       289.616  (meters)     950.18   (feet)  ADJUSTED  
 LY0819  ___________________________________________________________________
 LY0819  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 LY0819  DYNAMIC HT  -         289.487 (meters)     949.76  (feet)  COMP
 LY0819  MODELED GRAV-     980,169.9   (mgal)                       NAVD 88
 LY0819
 LY0819  VERT ORDER  -  SECOND    CLASS 0
 LY0819
 LY0819.The horizontal coordinates were scaled from a topographic map and have
 LY0819.an estimated accuracy of +/- 6 seconds.
 LY0819
 LY0819.The orthometric height was determined by differential leveling
 LY0819.and adjusted by the National Geodetic Survey in June 1991..
 LY0819
 LY0819.The geoid height was determined by GEOID03.
 LY0819
 LY0819.The dynamic height is computed by dividing the NAVD 88
 LY0819.geopotential number by the normal gravity value computed on the
 LY0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0819.degrees latitude (g = 980.6199 gals.).
 LY0819
 LY0819.The modeled gravity was interpolated from observed gravity values.
 LY0819
 LY0819;                    North         East    Units  Estimated Accuracy
 LY0819;SPC NJ       -   265,680.      133,510.      MT  (+/- 180 meters Scaled)
 LY0819
 LY0819                          SUPERSEDED SURVEY CONTROL
 LY0819
 LY0819  NGVD 29 (??/??/92)  289.793  (m)          950.76   (f) ADJ UNCH    2 0
 LY0819
 LY0819.Superseded values are not recommended for survey control.
 LY0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0819.See file dsdata.txt to determine how the superseded data were derived.
 LY0819
 LY0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL254639(NAD 83)
 LY0819_MARKER: DB = BENCH MARK DISK
 LY0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0819_STAMPING: N 34 1942
 LY0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0819+STABILITY: SURFACE MOTION
 LY0819
 LY0819  HISTORY     - Date     Condition        Report By
 LY0819  HISTORY     - 1942     MONUMENTED       CGS
 LY0819
 LY0819                          STATION DESCRIPTION
 LY0819
 LY0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0819'5.2 MI SW FROM COLESVILLE.
 LY0819'4.2 MILES SOUTHWEST ALONG THE COLESVILLE TO BEEMERVILLE GRAVEL
 LY0819'ROAD FROM THE POST OFFICE AT COLESVILLE, THENCE 1.0 MILE
 LY0819'SOUTHWEST ALONG A NARROW GRAVEL ROAD, AT A T INTERSECTION OF THE
 LY0819'GRAVEL ROAD AND A DIRT ROAD, ABOUT 150 FEET SOUTHWEST OF A
 LY0819'WEEK-END COTTAGE, 32 FEET NORTHWEST OF THE CENTER LINE OF THE
 LY0819'GRAVEL ROAD AT THE POINT OF INTERSECTION, AND 2.5 FEET
 LY0819'NORTHEAST OF THE NORTHEAST EDGE OF A ROCK FENCE.  A STANDARD
 LY0819'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0811 ***********************************************************************
 LY0811  DESIGNATION -  N 35
 LY0811  PID         -  LY0811
 LY0811  STATE/COUNTY-  NJ/SUSSEX
 LY0811  USGS QUAD   -  NEWTON EAST (1971)
 LY0811
 LY0811                         *CURRENT SURVEY CONTROL
 LY0811  ___________________________________________________________________
 LY0811* NAD 83(1986)-  41 05 59.     (N)    074 41 27.     (W)     SCALED    
 LY0811* NAVD 88     -       162.131  (meters)     531.92   (feet)  ADJUSTED  
 LY0811  ___________________________________________________________________
 LY0811  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 LY0811  DYNAMIC HT  -         162.061 (meters)     531.70  (feet)  COMP
 LY0811  MODELED GRAV-     980,191.7   (mgal)                       NAVD 88
 LY0811
 LY0811  VERT ORDER  -  SECOND    CLASS 0
 LY0811
 LY0811.The horizontal coordinates were scaled from a topographic map and have
 LY0811.an estimated accuracy of +/- 6 seconds.
 LY0811
 LY0811.The orthometric height was determined by differential leveling
 LY0811.and adjusted by the National Geodetic Survey in June 1991..
 LY0811
 LY0811.The geoid height was determined by GEOID03.
 LY0811
 LY0811.The dynamic height is computed by dividing the NAVD 88
 LY0811.geopotential number by the normal gravity value computed on the
 LY0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0811.degrees latitude (g = 980.6199 gals.).
 LY0811
 LY0811.The modeled gravity was interpolated from observed gravity values.
 LY0811
 LY0811;                    North         East    Units  Estimated Accuracy
 LY0811;SPC NJ       -   251,640.      133,970.      MT  (+/- 180 meters Scaled)
 LY0811
 LY0811                          SUPERSEDED SURVEY CONTROL
 LY0811
 LY0811  NGVD 29 (??/??/92)  162.332  (m)          532.58   (f) ADJ UNCH    2 0
 LY0811
 LY0811.Superseded values are not recommended for survey control.
 LY0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0811.See file dsdata.txt to determine how the superseded data were derived.
 LY0811
 LY0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL259498(NAD 83)
 LY0811_MARKER: DB = BENCH MARK DISK
 LY0811_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0811_SP_SET: BRIDGE
 LY0811_STAMPING: N 35 1942
 LY0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY0811+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 LY0811
 LY0811  HISTORY     - Date     Condition        Report By
 LY0811  HISTORY     - 1942     MONUMENTED       CGS
 LY0811  HISTORY     - 20050101 GOOD             GEOCAC
 LY0811  HISTORY     - 20060918 GOOD             AASCO
 LY0811
 LY0811                          STATION DESCRIPTION
 LY0811
 LY0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0811'AT LAFAYETTE.
 LY0811'ON THE NORTHWEST EDGE OF LAFAYETTE, AT A NEW CONCRETE BRIDGE,
 LY0811'IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT.  A
 LY0811'STANDARD DISK.
 LY0811
 LY0811                          STATION RECOVERY (2005)
 LY0811
 LY0811'RECOVERY NOTE BY GEOCACHING 2005 (JRI)
 LY0811'RECOVERED IN GOOD CONDITION.
 LY0811
 LY0811                          STATION RECOVERY (2006)
 LY0811
 LY0811'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 LY0811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0744 ***********************************************************************
 KV0744  DESIGNATION -  N 36
 KV0744  PID         -  KV0744
 KV0744  STATE/COUNTY-  NJ/MONMOUTH
 KV0744  USGS QUAD   -  KEYPORT (1977)
 KV0744
 KV0744                         *CURRENT SURVEY CONTROL
 KV0744  ___________________________________________________________________
 KV0744* NAD 83(1986)-  40 26 32.     (N)    074 10 20.     (W)     SCALED    
 KV0744* NAVD 88     -         2.534  (meters)       8.31   (feet)  ADJUSTED  
 KV0744  ___________________________________________________________________
 KV0744  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV0744  DYNAMIC HT  -           2.533 (meters)       8.31  (feet)  COMP
 KV0744  MODELED GRAV-     980,223.2   (mgal)                       NAVD 88
 KV0744
 KV0744  VERT ORDER  -  FIRST     CLASS II
 KV0744
 KV0744.The horizontal coordinates were scaled from a topographic map and have
 KV0744.an estimated accuracy of +/- 6 seconds.
 KV0744
 KV0744.The orthometric height was determined by differential leveling
 KV0744.and adjusted by the National Geodetic Survey in June 1991..
 KV0744
 KV0744.The geoid height was determined by GEOID03.
 KV0744
 KV0744.The dynamic height is computed by dividing the NAVD 88
 KV0744.geopotential number by the normal gravity value computed on the
 KV0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0744.degrees latitude (g = 980.6199 gals.).
 KV0744
 KV0744.The modeled gravity was interpolated from observed gravity values.
 KV0744
 KV0744;                    North         East    Units  Estimated Accuracy
 KV0744;SPC NJ       -   178,670.      177,810.      MT  (+/- 180 meters Scaled)
 KV0744
 KV0744                          SUPERSEDED SURVEY CONTROL
 KV0744
 KV0744  NGVD 29 (04/16/92)    2.797  (m)            9.18   (f) ADJUSTED    1 2
 KV0744
 KV0744.Superseded values are not recommended for survey control.
 KV0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0744.See file dsdata.txt to determine how the superseded data were derived.
 KV0744
 KV0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK702771(NAD 83)
 KV0744_MARKER: DB = BENCH MARK DISK
 KV0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0744_STAMPING: N 36 1952
 KV0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0744+STABILITY: SURFACE MOTION
 KV0744
 KV0744  HISTORY     - Date     Condition        Report By
 KV0744  HISTORY     - 1952     MONUMENTED       CGS
 KV0744  HISTORY     - 1964     GOOD             CGS
 KV0744  HISTORY     - 1979     MARK NOT FOUND   NGS
 KV0744  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KV0744
 KV0744                          STATION DESCRIPTION
 KV0744
 KV0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0744'0.2 MI NE FROM UNION BEACH.
 KV0744'0.05 MILE EAST ALONG MORNINGSIDE AVENUE FROM THE UNION BEACH
 KV0744'PUBLIC SCHOOL, THENCE 0.15 MILE NORTH ON SPRUCE STREET TO WHERE
 KV0744'THE SPRUCE STREET DEAD ENDS AND RAILROAD, AT THE NORTHEAST CORNER
 KV0744'OF THE SCHOOL GROUNDS, 110.5 FEET EAST OF POWER LINE POLE NUMBER
 KV0744'JC-14-UNB, 89.0 FEET WEST OF POWER LINE POLE NUMBER JC-15-UNB,
 KV0744'51.0 FEET WEST OF THE NORTHEAST CORNER OF FENCE AROUND SCHOOL,
 KV0744'47.5 SOUTH OF THE SOUTH TRACK, 5.2 FEET NORTH OF THE STEEL WOVEN
 KV0744'FENCE, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 KV0744'CONCRETE POST WHICH PROJECTS ABOUT 1-INCH ABOVE THE SURFACE OF
 KV0744'THE GROUND.
 KV0744
 KV0744                          STATION RECOVERY (1979)
 KV0744
 KV0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0744'MARK NOT FOUND.
 KV0744
 KV0744                          STATION RECOVERY (1986)
 KV0744
 KV0744'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0332 ***********************************************************************
 KV0332  DESIGNATION -  N 38
 KV0332  PID         -  KV0332
 KV0332  STATE/COUNTY-  NJ/HUDSON
 KV0332  USGS QUAD   -  ELIZABETH (1995)
 KV0332
 KV0332                         *CURRENT SURVEY CONTROL
 KV0332  ___________________________________________________________________
 KV0332* NAD 83(1986)-  40 39 15.     (N)    074 07 36.     (W)     SCALED    
 KV0332* NAVD 88     -         8.087  (meters)      26.53   (feet)  ADJUSTED  
 KV0332  ___________________________________________________________________
 KV0332  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KV0332  DYNAMIC HT  -           8.084 (meters)      26.52  (feet)  COMP
 KV0332  MODELED GRAV-     980,229.4   (mgal)                       NAVD 88
 KV0332
 KV0332  VERT ORDER  -  FIRST     CLASS II
 KV0332
 KV0332.The horizontal coordinates were scaled from a topographic map and have
 KV0332.an estimated accuracy of +/- 6 seconds.
 KV0332
 KV0332.The orthometric height was determined by differential leveling
 KV0332.and adjusted by the National Geodetic Survey in June 1991..
 KV0332
 KV0332.The geoid height was determined by GEOID03.
 KV0332
 KV0332.The dynamic height is computed by dividing the NAVD 88
 KV0332.geopotential number by the normal gravity value computed on the
 KV0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0332.degrees latitude (g = 980.6199 gals.).
 KV0332
 KV0332.The modeled gravity was interpolated from observed gravity values.
 KV0332
 KV0332;                    North         East    Units  Estimated Accuracy
 KV0332;SPC NJ       -   202,210.      181,570.      MT  (+/- 180 meters Scaled)
 KV0332
 KV0332                          SUPERSEDED SURVEY CONTROL
 KV0332
 KV0332  NGVD 29 (04/16/92)    8.425  (m)           27.64   (f) ADJUSTED    1 2
 KV0332
 KV0332.Superseded values are not recommended for survey control.
 KV0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0332.See file dsdata.txt to determine how the superseded data were derived.
 KV0332
 KV0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL738007(NAD 83)
 KV0332_MARKER: DB = BENCH MARK DISK
 KV0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0332_SP_SET: ABUTMENT
 KV0332_STAMPING: N 38 1952
 KV0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0332
 KV0332  HISTORY     - Date     Condition        Report By
 KV0332  HISTORY     - 1952     MONUMENTED       CGS
 KV0332
 KV0332                          STATION DESCRIPTION
 KV0332
 KV0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0332'AT BAYONNE.
 KV0332'AT BAYONNE, NEAR THE JUNCTION OF WEST 8TH STREET AND BROADWAY,
 KV0332'SET IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF THE OVERPASS
 KV0332'OF THE CENTRAL RAILROAD OF NEW JERSEY OVER BROADWAY, 8 FEET
 KV0332'NORTH OF NORTH RAIL OF NORTH TRACK AND ABOUT LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1614 ***********************************************************************
 KU1614  DESIGNATION -  N 40
 KU1614  PID         -  KU1614
 KU1614  STATE/COUNTY-  NJ/BERGEN
 KU1614  USGS QUAD   -  YONKERS (1979)
 KU1614
 KU1614                         *CURRENT SURVEY CONTROL
 KU1614  ___________________________________________________________________
 KU1614* NAD 83(1986)-  40 54 40.     (N)    073 59 47.     (W)     SCALED    
 KU1614* NAVD 88     -        32.756  (meters)     107.47   (feet)  ADJUSTED  
 KU1614  ___________________________________________________________________
 KU1614  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 KU1614  DYNAMIC HT  -          32.744 (meters)     107.43  (feet)  COMP
 KU1614  MODELED GRAV-     980,249.0   (mgal)                       NAVD 88
 KU1614
 KU1614  VERT ORDER  -  SECOND    CLASS 0
 KU1614
 KU1614.The horizontal coordinates were scaled from a topographic map and have
 KU1614.an estimated accuracy of +/- 6 seconds.
 KU1614
 KU1614.The orthometric height was determined by differential leveling
 KU1614.and adjusted by the National Geodetic Survey in June 1991..
 KU1614
 KU1614.The geoid height was determined by GEOID03.
 KU1614
 KU1614.The dynamic height is computed by dividing the NAVD 88
 KU1614.geopotential number by the normal gravity value computed on the
 KU1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1614.degrees latitude (g = 980.6199 gals.).
 KU1614
 KU1614.The modeled gravity was interpolated from observed gravity values.
 KU1614
 KU1614;                    North         East    Units  Estimated Accuracy
 KU1614;SPC NJ       -   230,800.      192,420.      MT  (+/- 180 meters Scaled)
 KU1614
 KU1614                          SUPERSEDED SURVEY CONTROL
 KU1614
 KU1614  NGVD 29 (??/??/92)   33.063  (m)          108.47   (f) ADJ UNCH    2 0
 KU1614
 KU1614.Superseded values are not recommended for survey control.
 KU1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1614.See file dsdata.txt to determine how the superseded data were derived.
 KU1614
 KU1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL845293(NAD 83)
 KU1614_MARKER: DB = BENCH MARK DISK
 KU1614_SETTING: 0 = UNSPECIFIED SETTING
 KU1614_SP_SET: CATCH BASIN
 KU1614_STAMPING: N 40 1956
 KU1614_MARK LOGO: CGS   
 KU1614_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU1614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1614_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1614+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2003
 KU1614
 KU1614  HISTORY     - Date     Condition        Report By
 KU1614  HISTORY     - 1956     MONUMENTED       CGS
 KU1614  HISTORY     - 19920221 GOOD             NJGS
 KU1614  HISTORY     - 19950915 GOOD             USPSQD
 KU1614  HISTORY     - 20030127 GOOD             INDIV
 KU1614
 KU1614                          STATION DESCRIPTION
 KU1614
 KU1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU1614'AT BERGENFIELD.
 KU1614'AT BERGENFIELD, AT THE 104 TH ENGINEERS ARMORY BUILDING, AT
 KU1614'THE SOUTHEAST CORNER OF THE INTERSECTION OF LIBERTY ROAD AND
 KU1614'WASHINGTON AVENUE, ABOUT 300 FEET SOUTH OF THE FOSTER VILLAGE
 KU1614'STATION POST OFFICE, AT THE NORTH SIDE AND AT THE NORTHWEST
 KU1614'CORNER OF THE ARMORY BUILDING, 3.6 FEET EAST OF THE NORTHWEST
 KU1614'CORNER, 3.4 FEET SOUTH OF THE SIDEWALK, 7 INCHES NORTH OF THE
 KU1614'NORTH SIDE OF BUILDING, SET IN TOP AND AT THE WEST SIDE OF A
 KU1614'LARGE CATCH BASIN, ABOUT 1 INCH ABOVE THE GROUND.
 KU1614
 KU1614                          STATION RECOVERY (1992)
 KU1614
 KU1614'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KU1614'RECOVERED AS DESCRIBED.
 KU1614
 KU1614                          STATION RECOVERY (1995)
 KU1614
 KU1614'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU1614'RECOVERED IN GOOD CONDITION.
 KU1614
 KU1614                          STATION RECOVERY (2003)
 KU1614
 KU1614'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RFH)
 KU1614'RECOVERED BY MACDEL ENGINEERING, P.C. THE DESCRIPTION SHOULD BE
 KU1614'UPDATED. THE STRUCTURE DESCRIBED AS A LARGE CATCH BASIN, SHOULD BE
 KU1614'CHANGED TO A GRATE OVER A WINDOW WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1099 ***********************************************************************
 KV1099  DESIGNATION -  N 41
 KV1099  PID         -  KV1099
 KV1099  STATE/COUNTY-  NJ/MERCER
 KV1099  USGS QUAD   -  PENNINGTON (1995)
 KV1099
 KV1099                         *CURRENT SURVEY CONTROL
 KV1099  ___________________________________________________________________
 KV1099* NAD 83(1986)-  40 17 00.     (N)    074 48 39.     (W)     SCALED    
 KV1099* NAVD 88     -        61.728  (meters)     202.52   (feet)  ADJUSTED  
 KV1099  ___________________________________________________________________
 KV1099  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KV1099  DYNAMIC HT  -          61.700 (meters)     202.43  (feet)  COMP
 KV1099  MODELED GRAV-     980,160.3   (mgal)                       NAVD 88
 KV1099
 KV1099  VERT ORDER  -  SECOND    CLASS 0
 KV1099
 KV1099.This mark is at Mercer County Airport (TTN)
 KV1099
 KV1099.The horizontal coordinates were scaled from a topographic map and have
 KV1099.an estimated accuracy of +/- 6 seconds.
 KV1099
 KV1099.The orthometric height was determined by differential leveling
 KV1099.and adjusted by the National Geodetic Survey in June 1991..
 KV1099
 KV1099.The geoid height was determined by GEOID03.
 KV1099
 KV1099.The dynamic height is computed by dividing the NAVD 88
 KV1099.geopotential number by the normal gravity value computed on the
 KV1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1099.degrees latitude (g = 980.6199 gals.).
 KV1099
 KV1099.The modeled gravity was interpolated from observed gravity values.
 KV1099
 KV1099;                    North         East    Units  Estimated Accuracy
 KV1099;SPC NJ       -   161,020.      123,570.      MT  (+/- 180 meters Scaled)
 KV1099
 KV1099                          SUPERSEDED SURVEY CONTROL
 KV1099
 KV1099  NGVD 29 (??/??/??)   62.027  (m)          203.50   (f) ADJUSTED    2 0
 KV1099
 KV1099.Superseded values are not recommended for survey control.
 KV1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1099.See file dsdata.txt to determine how the superseded data were derived.
 KV1099
 KV1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK160592(NAD 83)
 KV1099_MARKER: DB = BENCH MARK DISK
 KV1099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1099_SP_SET: BUILDING
 KV1099_STAMPING: N 41 1963
 KV1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1099
 KV1099  HISTORY     - Date     Condition        Report By
 KV1099  HISTORY     - 1963     MONUMENTED       CGS
 KV1099  HISTORY     - 1968     GOOD             CGS
 KV1099
 KV1099                          STATION DESCRIPTION
 KV1099
 KV1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KV1099'AT MERCER COUNTY AIRPORT.
 KV1099'AT THE MERCER COUNTY AIRPORT, NEAR THE MAIN ENTRANCE TO THE
 KV1099'AIRPORT, SET VERTICALLY IN THE NORTH CONCRETE FACE AND NEAR
 KV1099'THE NORTHEAST CORNER OF BUILDING 14, 32 YARDS SOUTHWEST OF THE
 KV1099'CENTER OF THE MAIN ENTRANCE TO THE AIRPORT, 0.7 FOOT WEST OF
 KV1099'THE NORTHEAST CORNER OF THE BUILDING AND 1.7 FOOT ABOVE THE
 KV1099'LEVEL OF THE ASPHALT.
 KV1099
 KV1099                          STATION RECOVERY (1968)
 KV1099
 KV1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KV1099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0810 ***********************************************************************
 KU0810  DESIGNATION -  N 5
 KU0810  PID         -  KU0810
 KU0810  STATE/COUNTY-  NJ/MONMOUTH
 KU0810  USGS QUAD   -  LONG BRANCH (1981)
 KU0810
 KU0810                         *CURRENT SURVEY CONTROL
 KU0810  ___________________________________________________________________
 KU0810* NAD 83(1986)-  40 16 57.     (N)    073 59 23.     (W)     SCALED    
 KU0810* NAVD 88     -         7.606  (meters)      24.95   (feet)  POSTED    
 KU0810  ___________________________________________________________________
 KU0810  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KU0810  DYNAMIC HT  -           7.600 (meters)      24.93  (feet)  COMP
 KU0810  MODELED GRAV-     980,175.0   (mgal)                       NAVD 88
 KU0810
 KU0810  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KU0810
 KU0810.The horizontal coordinates were scaled from a topographic map and have
 KU0810.an estimated accuracy of +/- 6 seconds.
 KU0810
 KU0810.The orthometric height was determined by differential leveling
 KU0810.and adjusted by the National Geodetic Survey in 1992..
 KU0810.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KU0810.rate of 3.1 thru 4.0 mm/km.
 KU0810
 KU0810.The geoid height was determined by GEOID03.
 KU0810
 KU0810.The dynamic height is computed by dividing the NAVD 88
 KU0810.geopotential number by the normal gravity value computed on the
 KU0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0810.degrees latitude (g = 980.6199 gals.).
 KU0810
 KU0810.The modeled gravity was interpolated from observed gravity values.
 KU0810
 KU0810;                    North         East    Units  Estimated Accuracy
 KU0810;SPC NJ       -   161,000.      193,390.      MT  (+/- 180 meters Scaled)
 KU0810
 KU0810                          SUPERSEDED SURVEY CONTROL
 KU0810
 KU0810  NGVD 29 (??/??/92)    7.97   (m)           26.1    (f) COMPUTED    1 2
 KU0810
 KU0810.Superseded values are not recommended for survey control.
 KU0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0810.See file dsdata.txt to determine how the superseded data were derived.
 KU0810
 KU0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK858596(NAD 83)
 KU0810_MARKER: DB = BENCH MARK DISK
 KU0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0810_STAMPING: 26.208 N 5 1930
 KU0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0810+STABILITY: SURFACE MOTION
 KU0810
 KU0810  HISTORY     - Date     Condition        Report By
 KU0810  HISTORY     - 1930     MONUMENTED       CGS
 KU0810  HISTORY     - 1937     GOOD             NGS
 KU0810  HISTORY     - 1964     MARK NOT FOUND   NGS
 KU0810  HISTORY     - 19920604 MARK NOT FOUND   USPSQD
 KU0810
 KU0810                          STATION DESCRIPTION
 KU0810
 KU0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 KU0810'AT WEST END.
 KU0810'AT WEST END, ON THE PENNSYLVANIA RAILROAD, 10 RAILS SOUTH OF
 KU0810'THE STATION, 2-1/2 RAILS SOUTH OF THE SOUTH END OF THE STATION
 KU0810'PLATFORM, AND 24.4 FEET EAST OF THE EAST RAIL OF THE MAIN
 KU0810'TRACK.  A STANDARD DISK, STAMPED 26.204 N 5 1930 AND SET IN THE
 KU0810'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 KU0810
 KU0810                          STATION RECOVERY (1964)
 KU0810
 KU0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU0810'MARK NOT FOUND.
 KU0810
 KU0810                          STATION RECOVERY (1992)
 KU0810
 KU0810'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0923 ***********************************************************************
 KV0923  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0923  DESIGNATION -  N 53
 KV0923  PID         -  KV0923
 KV0923  STATE/COUNTY-  NJ/MIDDLESEX
 KV0923  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0923
 KV0923                         *CURRENT SURVEY CONTROL
 KV0923  ___________________________________________________________________
 KV0923* NAD 83(1986)-  40 28 16.     (N)    074 20 42.     (W)     SCALED    
 KV0923* NAVD 88     -         3.736  (meters)      12.26   (feet)  ADJUSTED  
 KV0923  ___________________________________________________________________
 KV0923  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KV0923  DYNAMIC HT  -           3.735 (meters)      12.25  (feet)  COMP
 KV0923  MODELED GRAV-     980,205.2   (mgal)                       NAVD 88
 KV0923
 KV0923  VERT ORDER  -  SECOND    CLASS 0
 KV0923
 KV0923.The horizontal coordinates were scaled from a topographic map and have
 KV0923.an estimated accuracy of +/- 6 seconds.
 KV0923
 KV0923.The orthometric height was determined by differential leveling
 KV0923.and adjusted by the National Geodetic Survey in June 1991..
 KV0923
 KV0923.This Tidal Bench Mark is designated as VM 2528
 KV0923.by the Center for Operational Oceanographic Products and Services.
 KV0923
 KV0923.The geoid height was determined by GEOID03.
 KV0923
 KV0923.The dynamic height is computed by dividing the NAVD 88
 KV0923.geopotential number by the normal gravity value computed on the
 KV0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0923.degrees latitude (g = 980.6199 gals.).
 KV0923
 KV0923.The modeled gravity was interpolated from observed gravity values.
 KV0923
 KV0923;                    North         East    Units  Estimated Accuracy
 KV0923;SPC NJ       -   181,830.      163,140.      MT  (+/- 180 meters Scaled)
 KV0923
 KV0923                          SUPERSEDED SURVEY CONTROL
 KV0923
 KV0923  NGVD 29 (04/16/92)    4.034  (m)           13.23   (f) ADJUSTED    2 0
 KV0923
 KV0923.Superseded values are not recommended for survey control.
 KV0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0923.See file dsdata.txt to determine how the superseded data were derived.
 KV0923
 KV0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK555802(NAD 83)
 KV0923_MARKER: DB = BENCH MARK DISK
 KV0923_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0923_SP_SET: BRIDGE GUARD RAIL
 KV0923_STAMPING: N 53 1961
 KV0923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0923
 KV0923  HISTORY     - Date     Condition        Report By
 KV0923  HISTORY     - 1961     MONUMENTED       CGS
 KV0923
 KV0923                          STATION DESCRIPTION
 KV0923
 KV0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0923'1.4 MI E FROM SAYREVILLE.
 KV0923'1.4 MILE EAST ALONG MAIN STREET OF SAYERVILLE ROAD FROM THE POST
 KV0923'OFFICE AT SAYERVILLE, SET IN THE WEST END OF THE NORTH GUARD RAIL
 KV0923'OF A SHORT CONCRETE BRIDGE UNDER THE HIGHWAY 40 FEET EAST OF THE
 KV0923'INTERSECTION OF BROOKSIDE AVE.  SET IN A DRILL HOLE SIX INCHES
 KV0923'ABOVE THE LEVEL OF THE ROAD AND 6 INCHES NORTH OF THE IRON GUARD
 KV0923'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0856 ***********************************************************************
 KV0856  DESIGNATION -  N 54
 KV0856  PID         -  KV0856
 KV0856  STATE/COUNTY-  NJ/OCEAN
 KV0856  USGS QUAD   -  POINT PLEASANT (1989)
 KV0856
 KV0856                         *CURRENT SURVEY CONTROL
 KV0856  ___________________________________________________________________
 KV0856* NAD 83(1986)-  40 03 20.     (N)    074 02 52.     (W)     SCALED    
 KV0856* NAVD 88     -         0.898  (meters)       2.95   (feet)  ADJUSTED  
 KV0856  ___________________________________________________________________
 KV0856  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KV0856  DYNAMIC HT  -           0.897 (meters)       2.94  (feet)  COMP
 KV0856  MODELED GRAV-     980,158.6   (mgal)                       NAVD 88
 KV0856
 KV0856  VERT ORDER  -  FIRST     CLASS I
 KV0856
 KV0856.The horizontal coordinates were scaled from a topographic map and have
 KV0856.an estimated accuracy of +/- 6 seconds.
 KV0856
 KV0856.The orthometric height was determined by differential leveling
 KV0856.and adjusted by the National Geodetic Survey in June 1991..
 KV0856.WARNING-Repeat measurements at this control monument indicate possible
 KV0856.vertical movement.
 KV0856
 KV0856.The geoid height was determined by GEOID03.
 KV0856
 KV0856.The dynamic height is computed by dividing the NAVD 88
 KV0856.geopotential number by the normal gravity value computed on the
 KV0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0856.degrees latitude (g = 980.6199 gals.).
 KV0856
 KV0856.The modeled gravity was interpolated from observed gravity values.
 KV0856
 KV0856;                    North         East    Units  Estimated Accuracy
 KV0856;SPC NJ       -   135,780.      188,580.      MT  (+/- 180 meters Scaled)
 KV0856
 KV0856                          SUPERSEDED SURVEY CONTROL
 KV0856
 KV0856  NGVD 29 (04/16/92)    1.238  (m)            4.06   (f) ADJUSTED    1 1
 KV0856
 KV0856.Superseded values are not recommended for survey control.
 KV0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0856.See file dsdata.txt to determine how the superseded data were derived.
 KV0856
 KV0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK812343(NAD 83)
 KV0856_MARKER: DB = BENCH MARK DISK
 KV0856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0856_SP_SET: SIDEWALK
 KV0856_STAMPING: N 54 1961
 KV0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0856
 KV0856  HISTORY     - Date     Condition        Report By
 KV0856  HISTORY     - 1961     MONUMENTED       CGS
 KV0856  HISTORY     - 1964     GOOD             CGS
 KV0856  HISTORY     - 1979     GOOD             NGS
 KV0856  HISTORY     - 1987     GOOD             USPSQD
 KV0856  HISTORY     - 1987     GOOD             USPSQD
 KV0856  HISTORY     - 1990     GOOD             USPSQD
 KV0856
 KV0856                          STATION DESCRIPTION
 KV0856
 KV0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0856'1.2 MI N FROM MANTOLOKING.
 KV0856'1.15 MILES NORTH ALONG OCEAN AVENUE (STATE HIGHWAY 35E FROM
 KV0856'THE JUNCTION OF COUNTY ROAD 528 AT MANTOLOKING, THENCE 0.05
 KV0856'MILE WEST ALONG BERGEN AVENUE, 151 FEET SOUTH-SOUTHWEST OF THE
 KV0856'CENTER OF THE INTERSECTION OF BARNEGAT LANE, 150 FEET SOUTH OF
 KV0856'THE CENTER LINE OF THE AVENUE, 7 FEET NORTH-NORTHWEST OF POWER
 KV0856'LINE POLE 40109, 3.9 FEET WEST OF THE WEST CURB OF THE LANE,
 KV0856'1.0 FOOT WEST OF THE EAST EDGE OF THE SIDEWALK AND SET IN THE
 KV0856'TOP OF THE SIDEWALK ON THE WEST SIDE OF THE LANE.
 KV0856
 KV0856                          STATION RECOVERY (1979)
 KV0856
 KV0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0856'RECOVERED IN GOOD CONDITION.
 KV0856
 KV0856                          STATION RECOVERY (1987)
 KV0856
 KV0856'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0856'RECOVERED IN GOOD CONDITION.
 KV0856
 KV0856                          STATION RECOVERY (1987)
 KV0856
 KV0856'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0856'RECOVERED IN GOOD CONDITION.
 KV0856
 KV0856                          STATION RECOVERY (1990)
 KV0856
 KV0856'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0242 ***********************************************************************
 JU0242  DESIGNATION -  N 55
 JU0242  PID         -  JU0242
 JU0242  STATE/COUNTY-  NJ/OCEAN
 JU0242  USGS QUAD   -  TUCKERTON (1995)
 JU0242
 JU0242                         *CURRENT SURVEY CONTROL
 JU0242  ___________________________________________________________________
 JU0242* NAD 83(1986)-  39 31 18.     (N)    074 19 08.     (W)     SCALED    
 JU0242* NAVD 88     -         1.930  (meters)       6.33   (feet)  ADJUSTED  
 JU0242  ___________________________________________________________________
 JU0242  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JU0242  DYNAMIC HT  -           1.929 (meters)       6.33  (feet)  COMP
 JU0242  MODELED GRAV-     980,133.4   (mgal)                       NAVD 88
 JU0242
 JU0242  VERT ORDER  -  SECOND    CLASS 0
 JU0242
 JU0242.The horizontal coordinates were scaled from a topographic map and have
 JU0242.an estimated accuracy of +/- 6 seconds.
 JU0242
 JU0242.The orthometric height was determined by differential leveling
 JU0242.and adjusted by the National Geodetic Survey in June 1991..
 JU0242
 JU0242.The geoid height was determined by GEOID03.
 JU0242
 JU0242.The dynamic height is computed by dividing the NAVD 88
 JU0242.geopotential number by the normal gravity value computed on the
 JU0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0242.degrees latitude (g = 980.6199 gals.).
 JU0242
 JU0242.The modeled gravity was interpolated from observed gravity values.
 JU0242
 JU0242;                    North         East    Units  Estimated Accuracy
 JU0242;SPC NJ       -    76,430.      165,570.      MT  (+/- 180 meters Scaled)
 JU0242
 JU0242                          SUPERSEDED SURVEY CONTROL
 JU0242
 JU0242  NGVD 29 (??/??/??)    2.317  (m)            7.60   (f) ADJUSTED    2 0
 JU0242
 JU0242.Superseded values are not recommended for survey control.
 JU0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0242.See file dsdata.txt to determine how the superseded data were derived.
 JU0242
 JU0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ585748(NAD 83)
 JU0242_MARKER: DB = BENCH MARK DISK
 JU0242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0242_SP_SET: FOUNDATION
 JU0242_STAMPING: N 55 1961
 JU0242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0242
 JU0242  HISTORY     - Date     Condition        Report By
 JU0242  HISTORY     - 1961     MONUMENTED       CGS
 JU0242  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0242
 JU0242                          STATION DESCRIPTION
 JU0242
 JU0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0242'6.1 MI S FROM TUCKERTON.
 JU0242'0.3 MILE SOUTHWEST ON U.S. HIGHWAY 9 FROM THE POST OFFICE AT
 JU0242'TUCKERTON, THENCE 5.8 MILES SOUTH ALONG GREAT BAY BOULEVARD, IN THE
 JU0242'EAST CONCRETE FOUNDATION OF A FISH PRODUCTS WAREHOUSE, 55 FEET
 JU0242'WEST OF THE CENTERLINE OF THE ROAD, AND 1.2 FEET SOUTH OF THE
 JU0242'NORTHEAST CORNER OF THE BUILDING.  SET IN A VERTICAL DRILL HOLE
 JU0242'1.4 FEET ABOVE THE GROUND.
 JU0242
 JU0242                          STATION RECOVERY (1985)
 JU0242
 JU0242'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0487 ***********************************************************************
 JU0487  DESIGNATION -  N 56
 JU0487  PID         -  JU0487
 JU0487  STATE/COUNTY-  NJ/CAPE MAY
 JU0487  USGS QUAD   -  OCEAN CITY (1994)
 JU0487
 JU0487                         *CURRENT SURVEY CONTROL
 JU0487  ___________________________________________________________________
 JU0487* NAD 83(1986)-  39 16 53.     (N)    074 34 00.     (W)     SCALED    
 JU0487* NAVD 88     -         2.631  (meters)       8.63   (feet)  ADJUSTED  
 JU0487  ___________________________________________________________________
 JU0487  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 JU0487  DYNAMIC HT  -           2.630 (meters)       8.63  (feet)  COMP
 JU0487  MODELED GRAV-     980,098.4   (mgal)                       NAVD 88
 JU0487
 JU0487  VERT ORDER  -  FIRST     CLASS II
 JU0487
 JU0487.The horizontal coordinates were scaled from a topographic map and have
 JU0487.an estimated accuracy of +/- 6 seconds.
 JU0487
 JU0487.The orthometric height was determined by differential leveling
 JU0487.and adjusted by the National Geodetic Survey in June 1991..
 JU0487.WARNING-Repeat measurements at this control monument indicate possible
 JU0487.vertical movement.
 JU0487
 JU0487.The geoid height was determined by GEOID03.
 JU0487
 JU0487.The dynamic height is computed by dividing the NAVD 88
 JU0487.geopotential number by the normal gravity value computed on the
 JU0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0487.degrees latitude (g = 980.6199 gals.).
 JU0487
 JU0487.The modeled gravity was interpolated from observed gravity values.
 JU0487
 JU0487;                    North         East    Units  Estimated Accuracy
 JU0487;SPC NJ       -    49,740.      144,250.      MT  (+/- 180 meters Scaled)
 JU0487
 JU0487                          SUPERSEDED SURVEY CONTROL
 JU0487
 JU0487  NGVD 29 (04/16/92)    3.022  (m)            9.91   (f) ADJUSTED    1 2
 JU0487
 JU0487.Superseded values are not recommended for survey control.
 JU0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0487.See file dsdata.txt to determine how the superseded data were derived.
 JU0487
 JU0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ373480(NAD 83)
 JU0487_MARKER: DB = BENCH MARK DISK
 JU0487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0487_SP_SET: BUILDING
 JU0487_STAMPING: N 56 1961
 JU0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0487
 JU0487  HISTORY     - Date     Condition        Report By
 JU0487  HISTORY     - 1961     MONUMENTED       CGS
 JU0487  HISTORY     - 1979     GOOD             NGS
 JU0487  HISTORY     - 1981     GOOD             USGS
 JU0487  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU0487
 JU0487                          STATION DESCRIPTION
 JU0487
 JU0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0487'AT OCEAN CITY.
 JU0487'IN THE NORTHWEST BRICK WALL AT THE NORTH CORNER OF THE WESLEY
 JU0487'AVENUE GRAMMER SCHOOL, 165 FEET SOUTHWEST OF THE SOUTHWEST CURB
 JU0487'OF 4TH STREET, 66 FEET SOUTHEAST OF THE SOUTHEAST CURB OF
 JU0487'WESLEY AVENUE AND 2 FEET SOUTHWEST OF THE NORTHEAST CORNER OF
 JU0487'THE BUILDING.  SET IN A VERTICAL DRILL HOLE TWO FEET ABOVE
 JU0487'THE LEVEL OF THE SIDEWALK.
 JU0487
 JU0487                          STATION RECOVERY (1979)
 JU0487
 JU0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0487'RECOVERED IN GOOD CONDITION.
 JU0487
 JU0487                          STATION RECOVERY (1981)
 JU0487
 JU0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 JU0487'RECOVERED IN GOOD CONDITION.
 JU0487
 JU0487                          STATION RECOVERY (2001)
 JU0487
 JU0487'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0487'THE STATION WAS NOT RECOVERED AT THIS TIME. THE SCHOOL BUILDING HAS
 JU0487'BEEN REMOVED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0505 ***********************************************************************
 JU0505  DESIGNATION -  N 57
 JU0505  PID         -  JU0505
 JU0505  STATE/COUNTY-  NJ/ATLANTIC
 JU0505  USGS QUAD   -  MAYS LANDING (1989)
 JU0505
 JU0505                         *CURRENT SURVEY CONTROL
 JU0505  ___________________________________________________________________
 JU0505* NAD 83(1986)-  39 24 18.     (N)    074 42 51.     (W)     SCALED    
 JU0505* NAVD 88     -         1.969  (meters)       6.46   (feet)  ADJUSTED  
 JU0505  ___________________________________________________________________
 JU0505  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JU0505  DYNAMIC HT  -           1.968 (meters)       6.46  (feet)  COMP
 JU0505  MODELED GRAV-     980,119.0   (mgal)                       NAVD 88
 JU0505
 JU0505  VERT ORDER  -  SECOND    CLASS 0
 JU0505
 JU0505.The horizontal coordinates were scaled from a topographic map and have
 JU0505.an estimated accuracy of +/- 6 seconds.
 JU0505
 JU0505.The orthometric height was determined by differential leveling
 JU0505.and adjusted by the National Geodetic Survey in June 1991..
 JU0505
 JU0505.The geoid height was determined by GEOID03.
 JU0505
 JU0505.The dynamic height is computed by dividing the NAVD 88
 JU0505.geopotential number by the normal gravity value computed on the
 JU0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0505.degrees latitude (g = 980.6199 gals.).
 JU0505
 JU0505.The modeled gravity was interpolated from observed gravity values.
 JU0505
 JU0505;                    North         East    Units  Estimated Accuracy
 JU0505;SPC NJ       -    63,480.      131,560.      MT  (+/- 180 meters Scaled)
 JU0505
 JU0505                          SUPERSEDED SURVEY CONTROL
 JU0505
 JU0505  NGVD 29 (??/??/??)    2.360  (m)            7.74   (f) ADJUSTED    2 0
 JU0505
 JU0505.Superseded values are not recommended for survey control.
 JU0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0505.See file dsdata.txt to determine how the superseded data were derived.
 JU0505
 JU0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ246617(NAD 83)
 JU0505_MARKER: DB = BENCH MARK DISK
 JU0505_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0505_SP_SET: CULVERT
 JU0505_STAMPING: N 57 1961
 JU0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0505+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 JU0505
 JU0505  HISTORY     - Date     Condition        Report By
 JU0505  HISTORY     - 1961     MONUMENTED       CGS
 JU0505  HISTORY     - 20030224 GOOD             USPSQD
 JU0505  HISTORY     - 20041023 GOOD             GEOCAC
 JU0505
 JU0505                          STATION DESCRIPTION
 JU0505
 JU0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0505'3.5 MI SE FROM MAYS LANDING.
 JU0505'MARK IS 3.5 MILES SOUTHEAST ALONG COUNTY ROAD 559 FROM THE
 JU0505'JUNCTION WITH U.S. 40 SOUTHEAST OF MAYS LANDING.  IT IS SET
 JU0505'HORIZONTALLY IN THE WEST CONCRETE HEADWALL AT THE NORTH END OF
 JU0505'CULVERT OVER MIRY RUN 24 FEET WEST OF THE CENTER LINE OF COUNTY
 JU0505'ROAD 559 AND JUST INSIDE THE GUARD RAIL LEVEL WITH THE ROAD.
 JU0505
 JU0505                          STATION RECOVERY (2003)
 JU0505
 JU0505'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 JU0505'RECOVERED IN GOOD CONDITION.
 JU0505
 JU0505                          STATION RECOVERY (2004)
 JU0505
 JU0505'RECOVERY NOTE BY GEOCACHING 2004 (STC)
 JU0505'HANDHELD GPS COORDINATES N 39 24 18.7 W 074 42 51.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0428 ***********************************************************************
 JU0428  DESIGNATION -  N 58
 JU0428  PID         -  JU0428
 JU0428  STATE/COUNTY-  NJ/CAPE MAY
 JU0428  USGS QUAD   -  STONE HARBOR (1972)
 JU0428
 JU0428                         *CURRENT SURVEY CONTROL
 JU0428  ___________________________________________________________________
 JU0428* NAD 83(1986)-  39 01 44.     (N)    074 51 48.     (W)     SCALED    
 JU0428* NAVD 88     -         5.352  (meters)      17.56   (feet)  ADJUSTED  
 JU0428  ___________________________________________________________________
 JU0428  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 JU0428  DYNAMIC HT  -           5.349 (meters)      17.55  (feet)  COMP
 JU0428  MODELED GRAV-     980,058.9   (mgal)                       NAVD 88
 JU0428
 JU0428  VERT ORDER  -  FIRST     CLASS II
 JU0428
 JU0428.The horizontal coordinates were scaled from a topographic map and have
 JU0428.an estimated accuracy of +/- 6 seconds.
 JU0428
 JU0428.The orthometric height was determined by differential leveling
 JU0428.and adjusted by the National Geodetic Survey in June 1991..
 JU0428
 JU0428.The geoid height was determined by GEOID03.
 JU0428
 JU0428.The dynamic height is computed by dividing the NAVD 88
 JU0428.geopotential number by the normal gravity value computed on the
 JU0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0428.degrees latitude (g = 980.6199 gals.).
 JU0428
 JU0428.The modeled gravity was interpolated from observed gravity values.
 JU0428
 JU0428;                    North         East    Units  Estimated Accuracy
 JU0428;SPC NJ       -    21,770.      118,540.      MT  (+/- 180 meters Scaled)
 JU0428
 JU0428                          SUPERSEDED SURVEY CONTROL
 JU0428
 JU0428  NGVD 29 (04/16/92)    5.756  (m)           18.88   (f) ADJUSTED    1 2
 JU0428
 JU0428.Superseded values are not recommended for survey control.
 JU0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0428.See file dsdata.txt to determine how the superseded data were derived.
 JU0428
 JU0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ118199(NAD 83)
 JU0428_MARKER: DB = BENCH MARK DISK
 JU0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0428_STAMPING: N 58 1961
 JU0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0428+STABILITY: SURFACE MOTION
 JU0428
 JU0428  HISTORY     - Date     Condition        Report By
 JU0428  HISTORY     - 1961     MONUMENTED       CGS
 JU0428  HISTORY     - 1979     GOOD             NGS
 JU0428
 JU0428                          STATION DESCRIPTION
 JU0428
 JU0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0428'1.2 MI NE FROM RIO GRANDE.
 JU0428'1.15 MILE NORTHEAST ON U.S. HIGHWAY 9 FROM THE JUNCTION WITH STATE
 JU0428'HIGHWAY 47 IN RIO GRANDE AT THE CROSSING OF THE PENNSYLVANIA,
 JU0428'READING AND SEASHORE LINE RAILROAD AND HIGHWAY 9.  61 FEET
 JU0428'SOUTHEAST OF THE CENTER LINE OF HIGHWAY 9, 35.3 FEET NORTHEAST OF
 JU0428'THE NORTHEAST RAIL OF THE RAILROAD TRACK, 22 FEET SOUTHWEST OF
 JU0428'THE CENTER LINE OF EDGEWOOD AVENUE AND 4 FEET NORTHWEST OF POWER
 JU0428'LINE POLE NO. W 22255.  SET IN THE TOP OF A CONCRETE POST
 JU0428'PROJECTING 2 INCHES.
 JU0428
 JU0428                          STATION RECOVERY (1979)
 JU0428
 JU0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0984 ***********************************************************************
 JU0984  DESIGNATION -  N 59
 JU0984  PID         -  JU0984
 JU0984  STATE/COUNTY-  NJ/CUMBERLAND
 JU0984  USGS QUAD   -  MILLVILLE (1997)
 JU0984
 JU0984                         *CURRENT SURVEY CONTROL
 JU0984  ___________________________________________________________________
 JU0984* NAD 83(1986)-  39 24 52.     (N)    075 02 26.     (W)     SCALED    
 JU0984* NAVD 88     -        14.028  (meters)      46.02   (feet)  ADJUSTED  
 JU0984  ___________________________________________________________________
 JU0984  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JU0984  DYNAMIC HT  -          14.021 (meters)      46.00  (feet)  COMP
 JU0984  MODELED GRAV-     980,122.4   (mgal)                       NAVD 88
 JU0984
 JU0984  VERT ORDER  -  SECOND    CLASS 0
 JU0984
 JU0984.The horizontal coordinates were scaled from a topographic map and have
 JU0984.an estimated accuracy of +/- 6 seconds.
 JU0984
 JU0984.The orthometric height was determined by differential leveling
 JU0984.and adjusted by the National Geodetic Survey in June 1991..
 JU0984
 JU0984.The geoid height was determined by GEOID03.
 JU0984
 JU0984.The dynamic height is computed by dividing the NAVD 88
 JU0984.geopotential number by the normal gravity value computed on the
 JU0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0984.degrees latitude (g = 980.6199 gals.).
 JU0984
 JU0984.The modeled gravity was interpolated from observed gravity values.
 JU0984
 JU0984;                    North         East    Units  Estimated Accuracy
 JU0984;SPC NJ       -    64,650.      103,450.      MT  (+/- 180 meters Scaled)
 JU0984
 JU0984                          SUPERSEDED SURVEY CONTROL
 JU0984
 JU0984  NGVD 29 (04/16/92)   14.359  (m)           47.11   (f) ADJUSTED    2 0
 JU0984
 JU0984.Superseded values are not recommended for survey control.
 JU0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0984.See file dsdata.txt to determine how the superseded data were derived.
 JU0984
 JU0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ965627(NAD 83)
 JU0984_MARKER: DB = BENCH MARK DISK
 JU0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0984_STAMPING: N 59 1961
 JU0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0984+STABILITY: SURFACE MOTION
 JU0984
 JU0984  HISTORY     - Date     Condition        Report By
 JU0984  HISTORY     - 1961     MONUMENTED       CGS
 JU0984  HISTORY     - 1979     GOOD             NGS
 JU0984  HISTORY     - 19950129 GOOD             USPSQD
 JU0984
 JU0984                          STATION DESCRIPTION
 JU0984
 JU0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0984'1 MI N FROM MILLVILLE.
 JU0984'1.0 MILE NORTH ON STATE HIGHWAY 47 FROM THE POST OFFICE IN
 JU0984'MILLVILLE AND AT THE SOUTHEAST CORNER OF A CEMETERY.  55 FEET
 JU0984'WEST OF THE CENTER LINE OF HIGHWAY 47, 20 FEET SOUTH OF THE CENTER
 JU0984'OF THE ROAD LEADING IN TO THE CEMETERY ON THE SOUTH SIDE, 1 FOOT
 JU0984'EAST OF A METAL WITNESS POST AND 1 FOOT BELOW THE LEVEL OF THE
 JU0984'HIGHWAY.  SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JU0984
 JU0984                          STATION RECOVERY (1979)
 JU0984
 JU0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0984'NOTE--AT THE SOUTHEAST CORNER OF THE CEMETERY, 36.0 FEET NORTHEAST OF
 JU0984'THE NORTHEAST CORNER OF THE MILLVILLE MEDICAL CENTER.
 JU0984
 JU0984                          STATION RECOVERY (1995)
 JU0984
 JU0984'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0559 ***********************************************************************
 JU0559  DESIGNATION -  N 62
 JU0559  PID         -  JU0559
 JU0559  STATE/COUNTY-  NJ/ATLANTIC
 JU0559  USGS QUAD   -  HAMMONTON (1981)
 JU0559
 JU0559                         *CURRENT SURVEY CONTROL
 JU0559  ___________________________________________________________________
 JU0559* NAD 83(1986)-  39 38 47.     (N)    074 49 14.     (W)     SCALED    
 JU0559* NAVD 88     -        37.977  (meters)     124.60   (feet)  ADJUSTED  
 JU0559  ___________________________________________________________________
 JU0559  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JU0559  DYNAMIC HT  -          37.958 (meters)     124.53  (feet)  COMP
 JU0559  MODELED GRAV-     980,132.7   (mgal)                       NAVD 88
 JU0559
 JU0559  VERT ORDER  -  FIRST     CLASS I
 JU0559
 JU0559.The horizontal coordinates were scaled from a topographic map and have
 JU0559.an estimated accuracy of +/- 6 seconds.
 JU0559
 JU0559.The orthometric height was determined by differential leveling
 JU0559.and adjusted by the National Geodetic Survey in June 1991..
 JU0559
 JU0559.The geoid height was determined by GEOID03.
 JU0559
 JU0559.The dynamic height is computed by dividing the NAVD 88
 JU0559.geopotential number by the normal gravity value computed on the
 JU0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0559.degrees latitude (g = 980.6199 gals.).
 JU0559
 JU0559.The modeled gravity was interpolated from observed gravity values.
 JU0559
 JU0559;                    North         East    Units  Estimated Accuracy
 JU0559;SPC NJ       -    90,310.      122,490.      MT  (+/- 180 meters Scaled)
 JU0559
 JU0559                          SUPERSEDED SURVEY CONTROL
 JU0559
 JU0559  NGVD 29 (??/??/??)   38.341  (m)          125.79   (f) ADJUSTED    1 1
 JU0559
 JU0559.Superseded values are not recommended for survey control.
 JU0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0559.See file dsdata.txt to determine how the superseded data were derived.
 JU0559
 JU0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ153885(NAD 83)
 JU0559_MARKER: DB = BENCH MARK DISK
 JU0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0559_STAMPING: N 62 1963
 JU0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0559+STABILITY: SURFACE MOTION
 JU0559
 JU0559  HISTORY     - Date     Condition        Report By
 JU0559  HISTORY     - 1963     MONUMENTED       CGS
 JU0559  HISTORY     - 1964     GOOD             CGS
 JU0559
 JU0559                          STATION DESCRIPTION
 JU0559
 JU0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0559'1.2 MI NW FROM HAMMONTON.
 JU0559'1.2 MILES NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0559'FROM THE STATION AT HAMMONTON, ABOUT 0.55 MILE SOUTHEAST OF THE
 JU0559'CAMDEN COUNTY LINE, ABOUT 0.15 MILE SOUTHEAST OF MILEPOST 29, AT
 JU0559'A BLACK TOP ROAD CROSSING, 34 FEET WEST OF CENTER OF THE CROSSING,
 JU0559'25.5 NORTHWEST OF CENTERLINE OF ROAD, 17 FEET SOUTHWEST OF
 JU0559'SOUTHWEST RAIL, 1.5 FEET SOUTHEAST OF A STEEL WITNESS POST, ABOUT
 JU0559'LEVEL WITH TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU0559'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0700 ***********************************************************************
 JU0700  DESIGNATION -  N 63
 JU0700  PID         -  JU0700
 JU0700  STATE/COUNTY-  NJ/CAMDEN
 JU0700  USGS QUAD   -  CAMDEN (1995)
 JU0700
 JU0700                         *CURRENT SURVEY CONTROL
 JU0700  ___________________________________________________________________
 JU0700* NAD 83(1986)-  39 55 22.     (N)    075 06 15.     (W)     SCALED    
 JU0700* NAVD 88     -        10.251  (meters)      33.63   (feet)  ADJUSTED  
 JU0700  ___________________________________________________________________
 JU0700  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 JU0700  DYNAMIC HT  -          10.246 (meters)      33.62  (feet)  COMP
 JU0700  MODELED GRAV-     980,189.0   (mgal)                       NAVD 88
 JU0700
 JU0700  VERT ORDER  -  FIRST     CLASS I
 JU0700
 JU0700.The horizontal coordinates were scaled from a topographic map and have
 JU0700.an estimated accuracy of +/- 6 seconds.
 JU0700
 JU0700.The orthometric height was determined by differential leveling
 JU0700.and adjusted by the National Geodetic Survey in June 1991..
 JU0700
 JU0700.The geoid height was determined by GEOID03.
 JU0700
 JU0700.The dynamic height is computed by dividing the NAVD 88
 JU0700.geopotential number by the normal gravity value computed on the
 JU0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0700.degrees latitude (g = 980.6199 gals.).
 JU0700
 JU0700.The modeled gravity was interpolated from observed gravity values.
 JU0700
 JU0700;                    North         East    Units  Estimated Accuracy
 JU0700;SPC NJ       -   121,120.       98,360.      MT  (+/- 180 meters Scaled)
 JU0700
 JU0700                          SUPERSEDED SURVEY CONTROL
 JU0700
 JU0700  NGVD 29 (??/??/??)   10.592  (m)           34.75   (f) ADJUSTED    1 1
 JU0700
 JU0700.Superseded values are not recommended for survey control.
 JU0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0700.See file dsdata.txt to determine how the superseded data were derived.
 JU0700
 JU0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK910191(NAD 83)
 JU0700_MARKER: DB = BENCH MARK DISK
 JU0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0700_STAMPING: N 63 1963
 JU0700_MARK LOGO: CGS   
 JU0700_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0700+STABILITY: SURFACE MOTION
 JU0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0700+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1995
 JU0700
 JU0700  HISTORY     - Date     Condition        Report By
 JU0700  HISTORY     - 1963     MONUMENTED       CGS
 JU0700  HISTORY     - 1964     GOOD             CGS
 JU0700  HISTORY     - 19951206 GOOD             NJGS
 JU0700
 JU0700                          STATION DESCRIPTION
 JU0700
 JU0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0700'1.5 MI SE FROM CAMDEN.
 JU0700'0.55 MILES SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0700'LINES FROM THE CENTER JUNCTION TOWER AT CAMDEN, THENCE 0.85
 JU0700'MILE SOUTH ALONG MR. EPHRAIM AVENUE, AT THE JUNCTION OF DECATUR
 JU0700'STREET, AT THE NORTHEAST CORNER OF EVERGREEN CEMETERY, 86 FEET
 JU0700'NORTHWEST OF CENTER OF JUNCTION, 23 FEET EAST OF NORTHEAST
 JU0700'CORNER OF THE CURRIE TOMBSTONE, 13 FEET WEST OF WEST CURB OF THE
 JU0700'AVENUE, 3 1/2 FEET SOUTH OF NORTHEAST CORNER OF FENCE SURROUNDING
 JU0700'CEMETERY, ABOUT 1 FOOT ABOVE LEVEL OF AVENUE, AND SET IN THE TOP
 JU0700'OF A CONCRETE POST PROJECTING 1 INCH.
 JU0700
 JU0700                          STATION RECOVERY (1995)
 JU0700
 JU0700'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 JU0700'THE STATION IS LOCATED IN THE CITY OF CAMDEN, AT THE NORTHWEST CORNER
 JU0700'OF THE TEE JUNTION OF MOUNT EPHRIAM AVENUE AND DECATUR AVENUE.  TO
 JU0700'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 130 AND THE
 JU0700'BLACKHORSE PIKE, STATE ROUTE 168 GO ABOUT 1.4 MI (2.3 KM) NORTHWEST ON
 JU0700'STATE ROUTE 168 TO THE STATION ON THE LEFT.  THE STATION IS ALSO ABOUT
 JU0700'1.1 MI (1.8 KM) SOUTH SOUTHEAST ON MOUNT EPHRIAM AVENUE FROM ITS
 JU0700'JUNCTION WITH HADDON AVENUE IN CAMDEN.  THE STATION IS LOCATED NEAR
 JU0700'THE NORTHEAST CORNER OF EVERGREEN CEMETERY, BETWEEN THE SIDEWALK AND
 JU0700'WROUGHT IRON FENCE OF THE CEMETERY, 13 FT (4.0 M) WEST OF THE WEST
 JU0700'CURB AND 3.5 FT (1.1 M) SOUTH OF THE NORTHEAST CORNER OF THE FENCE AND
 JU0700'IS PROJECTING 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0296 ***********************************************************************
 JU0296  DESIGNATION -  N 64
 JU0296  PID         -  JU0296
 JU0296  STATE/COUNTY-  NJ/ATLANTIC
 JU0296  USGS QUAD   -  OCEANVILLE (1989)
 JU0296
 JU0296                         *CURRENT SURVEY CONTROL
 JU0296  ___________________________________________________________________
 JU0296* NAD 83(1986)-  39 22 41.     (N)    074 28 36.     (W)     SCALED    
 JU0296* NAVD 88     -         1.959  (meters)       6.43   (feet)  ADJUSTED  
 JU0296  ___________________________________________________________________
 JU0296  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 JU0296  DYNAMIC HT  -           1.958 (meters)       6.42  (feet)  COMP
 JU0296  MODELED GRAV-     980,111.0   (mgal)                       NAVD 88
 JU0296
 JU0296  VERT ORDER  -  FIRST     CLASS I
 JU0296
 JU0296.The horizontal coordinates were scaled from a topographic map and have
 JU0296.an estimated accuracy of +/- 6 seconds.
 JU0296
 JU0296.The orthometric height was determined by differential leveling
 JU0296.and adjusted by the National Geodetic Survey in June 1991..
 JU0296
 JU0296.The geoid height was determined by GEOID03.
 JU0296
 JU0296.The dynamic height is computed by dividing the NAVD 88
 JU0296.geopotential number by the normal gravity value computed on the
 JU0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0296.degrees latitude (g = 980.6199 gals.).
 JU0296
 JU0296.The modeled gravity was interpolated from observed gravity values.
 JU0296
 JU0296;                    North         East    Units  Estimated Accuracy
 JU0296;SPC NJ       -    60,470.      152,010.      MT  (+/- 180 meters Scaled)
 JU0296
 JU0296                          SUPERSEDED SURVEY CONTROL
 JU0296
 JU0296  NGVD 29 (01/10/92)    2.355  (m)            7.73   (f) ADJUSTED    1 1
 JU0296
 JU0296.Superseded values are not recommended for survey control.
 JU0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0296.See file dsdata.txt to determine how the superseded data were derived.
 JU0296
 JU0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ450588(NAD 83)
 JU0296_MARKER: DB = BENCH MARK DISK
 JU0296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0296_SP_SET: SIGNAL BLOCK
 JU0296_STAMPING: N 64 1963
 JU0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0296
 JU0296  HISTORY     - Date     Condition        Report By
 JU0296  HISTORY     - 1963     MONUMENTED       CGS
 JU0296  HISTORY     - 1964     GOOD             CGS
 JU0296  HISTORY     - 1979     GOOD             NGS
 JU0296
 JU0296                          STATION DESCRIPTION
 JU0296
 JU0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0296'2.2 MI NW FROM ATLANTIC CITY.
 JU0296'2.25 MILES NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0296'LINES FROM THE STATION AT ATLANTIC CITY, ABOUT 0.2 MILE NORTHWEST
 JU0296'OF MILEPOST 56, SET ON TOP OF THE SOUTH CORNER OF A ABANDONED
 JU0296'2-FOOT BY 2-FOOT CONCRETE SIGNAL BLOCK, 18 FEET NORTHEAST OF
 JU0296'NORTHEAST RAIL, AND ABOUT 1 FOOT ABOVE LEVEL OF TRACK.
 JU0296
 JU0296                          STATION RECOVERY (1979)
 JU0296
 JU0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0351 ***********************************************************************
 JU0351  DESIGNATION -  N 65
 JU0351  PID         -  JU0351
 JU0351  STATE/COUNTY-  NJ/ATLANTIC
 JU0351  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0351
 JU0351                         *CURRENT SURVEY CONTROL
 JU0351  ___________________________________________________________________
 JU0351* NAD 83(1986)-  39 23 13.     (N)    074 32 16.     (W)     SCALED    
 JU0351* NAVD 88     -         8.953  (meters)      29.37   (feet)  ADJUSTED  
 JU0351  ___________________________________________________________________
 JU0351  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 JU0351  DYNAMIC HT  -           8.949 (meters)      29.36  (feet)  COMP
 JU0351  MODELED GRAV-     980,114.3   (mgal)                       NAVD 88
 JU0351
 JU0351  VERT ORDER  -  FIRST     CLASS I
 JU0351
 JU0351.The horizontal coordinates were scaled from a topographic map and have
 JU0351.an estimated accuracy of +/- 6 seconds.
 JU0351
 JU0351.The orthometric height was determined by differential leveling
 JU0351.and adjusted by the National Geodetic Survey in June 1991..
 JU0351.WARNING-Repeat measurements at this control monument indicate possible
 JU0351.vertical movement.
 JU0351
 JU0351.The geoid height was determined by GEOID03.
 JU0351
 JU0351.The dynamic height is computed by dividing the NAVD 88
 JU0351.geopotential number by the normal gravity value computed on the
 JU0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0351.degrees latitude (g = 980.6199 gals.).
 JU0351
 JU0351.The modeled gravity was interpolated from observed gravity values.
 JU0351
 JU0351;                    North         East    Units  Estimated Accuracy
 JU0351;SPC NJ       -    61,460.      146,750.      MT  (+/- 180 meters Scaled)
 JU0351
 JU0351                          SUPERSEDED SURVEY CONTROL
 JU0351
 JU0351  NGVD 29 (04/16/92)    9.348  (m)           30.67   (f) ADJUSTED    1 1
 JU0351
 JU0351.Superseded values are not recommended for survey control.
 JU0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0351.See file dsdata.txt to determine how the superseded data were derived.
 JU0351
 JU0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ398598(NAD 83)
 JU0351_MARKER: DB = BENCH MARK DISK
 JU0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0351_STAMPING: N 65 1964
 JU0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0351+STABILITY: SURFACE MOTION
 JU0351
 JU0351  HISTORY     - Date     Condition        Report By
 JU0351  HISTORY     - 1964     MONUMENTED       CGS
 JU0351  HISTORY     - 1979     GOOD             NGS
 JU0351
 JU0351                          STATION DESCRIPTION
 JU0351
 JU0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0351'AT PLEASANTVILLE.
 JU0351'0.5 MILE SOUTHWEST ALONG U.S. HIGHWAY 9 FROM THE INTERSECTION
 JU0351'OF U.S. HIGHWAYS 322 AND 40, AT THE INTERSECTION OF SHAW AVENUE,
 JU0351'43 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET
 JU0351'NORTHEAST OF THE NORTHEAST CURB OF SHAW AVENUE, 1.9 FEET SOUTHWEST
 JU0351'OF THE SOUTHWEST EDGE OF SIDEWALK ALONG THE NORTHEAST SIDE OF
 JU0351'THE AVENUE, 28 1/2 FEET SOUTHEAST OF A 10-INCH ELM TREE,
 JU0351'ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE AVENUE AND SET IN THE
 JU0351'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 JU0351
 JU0351                          STATION RECOVERY (1979)
 JU0351
 JU0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0351'NOTE, 3 FEET NORTHWEST OF POWER POLE P 1808.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0086 ***********************************************************************
 JU0086  DESIGNATION -  N 66
 JU0086  PID         -  JU0086
 JU0086  STATE/COUNTY-  NJ/OCEAN
 JU0086  USGS QUAD   -  WEST CREEK (1972)
 JU0086
 JU0086                         *CURRENT SURVEY CONTROL
 JU0086  ___________________________________________________________________
 JU0086* NAD 83(1986)-  39 39 12.     (N)    074 17 36.     (W)     SCALED    
 JU0086* NAVD 88     -        11.496  (meters)      37.72   (feet)  ADJUSTED  
 JU0086  ___________________________________________________________________
 JU0086  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JU0086  DYNAMIC HT  -          11.490 (meters)      37.70  (feet)  COMP
 JU0086  MODELED GRAV-     980,159.0   (mgal)                       NAVD 88
 JU0086
 JU0086  VERT ORDER  -  FIRST     CLASS I
 JU0086
 JU0086.The horizontal coordinates were scaled from a topographic map and have
 JU0086.an estimated accuracy of +/- 6 seconds.
 JU0086
 JU0086.The orthometric height was determined by differential leveling
 JU0086.and adjusted by the National Geodetic Survey in June 1991..
 JU0086
 JU0086.The geoid height was determined by GEOID03.
 JU0086
 JU0086.The dynamic height is computed by dividing the NAVD 88
 JU0086.geopotential number by the normal gravity value computed on the
 JU0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0086.degrees latitude (g = 980.6199 gals.).
 JU0086
 JU0086.The modeled gravity was interpolated from observed gravity values.
 JU0086
 JU0086;                    North         East    Units  Estimated Accuracy
 JU0086;SPC NJ       -    91,050.      167,740.      MT  (+/- 180 meters Scaled)
 JU0086
 JU0086                          SUPERSEDED SURVEY CONTROL
 JU0086
 JU0086  NGVD 29 (04/16/92)   11.877  (m)           38.97   (f) ADJUSTED    1 1
 JU0086
 JU0086.Superseded values are not recommended for survey control.
 JU0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0086.See file dsdata.txt to determine how the superseded data were derived.
 JU0086
 JU0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ606895(NAD 83)
 JU0086_MARKER: DB = BENCH MARK DISK
 JU0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0086_SP_SET: FOUNDATION
 JU0086_STAMPING: N 66 1964
 JU0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0086
 JU0086  HISTORY     - Date     Condition        Report By
 JU0086  HISTORY     - 1964     MONUMENTED       CGS
 JU0086  HISTORY     - 1979     GOOD             NGS
 JU0086  HISTORY     - 1985     GOOD             USPSQD
 JU0086  HISTORY     - 19940916 MARK NOT FOUND   USPSQD
 JU0086  HISTORY     - 19950131 MARK NOT FOUND   NJGS
 JU0086
 JU0086                          STATION DESCRIPTION
 JU0086
 JU0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0086'1.6 MI NE FROM WEST CREEK.
 JU0086'ABOUT 1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 9 FROM THE POST
 JU0086'OFFICE AT WEST CREEK, 249 FEET NORTHWEST OF THE CENTER LINE OF
 JU0086'THE HIGHWAY, SET VERTICALLY IN THE SOUTHWEST FACE OF THE CONCRETE
 JU0086'FOUNDATION NEAR THE SOUTH CORNER OF THE BRICK PORTION OF THE
 JU0086'ATLANTIC CITY ELECTRIC COMPANY BUILDING, 15 FEET NORTHWEST OF
 JU0086'THE SOUTH CORNER OF THE BUILDING, 45 FEET EAST-NORTHEAST OF THE
 JU0086'FLAGPOLE AND ABOUT 1 FOOT ABOVE THE GROUND.
 JU0086
 JU0086                          STATION RECOVERY (1979)
 JU0086
 JU0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0086'RECOVERED IN GOOD CONDITION.
 JU0086
 JU0086                          STATION RECOVERY (1985)
 JU0086
 JU0086'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0086'RECOVERED IN GOOD CONDITION.
 JU0086
 JU0086                          STATION RECOVERY (1994)
 JU0086
 JU0086'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0086'MARK NOT FOUND.
 JU0086
 JU0086                          STATION RECOVERY (1995)
 JU0086
 JU0086'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0086'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0086'SEARCH BY A TWO MAN PARTY.  THE BUILDING HAS BEEN ENLARGED SINCE THE
 JU0086'LAST RECOVERY.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0143 ***********************************************************************
 JU0143  DESIGNATION -  N 67
 JU0143  PID         -  JU0143
 JU0143  STATE/COUNTY-  NJ/OCEAN
 JU0143  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0143
 JU0143                         *CURRENT SURVEY CONTROL
 JU0143  ___________________________________________________________________
 JU0143* NAD 83(1986)-  39 39 00.     (N)    074 10 40.     (W)     SCALED    
 JU0143* NAVD 88     -         1.087  (meters)       3.57   (feet)  ADJUSTED  
 JU0143  ___________________________________________________________________
 JU0143  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 JU0143  DYNAMIC HT  -           1.087 (meters)       3.57  (feet)  COMP
 JU0143  MODELED GRAV-     980,151.2   (mgal)                       NAVD 88
 JU0143
 JU0143  VERT ORDER  -  FIRST     CLASS I
 JU0143
 JU0143.The horizontal coordinates were scaled from a topographic map and have
 JU0143.an estimated accuracy of +/- 6 seconds.
 JU0143
 JU0143.The orthometric height was determined by differential leveling
 JU0143.and adjusted by the National Geodetic Survey in June 1991..
 JU0143
 JU0143.The geoid height was determined by GEOID03.
 JU0143
 JU0143.The dynamic height is computed by dividing the NAVD 88
 JU0143.geopotential number by the normal gravity value computed on the
 JU0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0143.degrees latitude (g = 980.6199 gals.).
 JU0143
 JU0143.The modeled gravity was interpolated from observed gravity values.
 JU0143
 JU0143;                    North         East    Units  Estimated Accuracy
 JU0143;SPC NJ       -    90,710.      177,650.      MT  (+/- 180 meters Scaled)
 JU0143
 JU0143                          SUPERSEDED SURVEY CONTROL
 JU0143
 JU0143  NGVD 29 (??/??/??)    1.470  (m)            4.82   (f) ADJUSTED    1 1
 JU0143
 JU0143.Superseded values are not recommended for survey control.
 JU0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0143.See file dsdata.txt to determine how the superseded data were derived.
 JU0143
 JU0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ705892(NAD 83)
 JU0143_MARKER: DB = BENCH MARK DISK
 JU0143_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0143_SP_SET: 69 FEET
 JU0143_STAMPING: N 67 1964
 JU0143_MARK LOGO: CGS   
 JU0143_PROJECTION: FLUSH
 JU0143_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0143+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1996
 JU0143_ROD/PIPE-DEPTH: 21.0 meters
 JU0143
 JU0143  HISTORY     - Date     Condition        Report By
 JU0143  HISTORY     - 1964     MONUMENTED       CGS
 JU0143  HISTORY     - 1984     GOOD             USPSQD
 JU0143  HISTORY     - 1988     GOOD             USPSQD
 JU0143  HISTORY     - 19950131 GOOD             NJGS
 JU0143  HISTORY     - 19960716 GOOD             NJGS
 JU0143  HISTORY     - 20010606 GOOD             NJGS
 JU0143  HISTORY     - 20060127 POOR             USGS
 JU0143
 JU0143                          STATION DESCRIPTION
 JU0143
 JU0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0143'AT SHIP BOTTOM.
 JU0143'AT SHIP BOTTOM, 0.4 MILE NORTHEAST ALONG LONG BEACH BOULEVARD
 JU0143'FROM THE CITY HALL, THENCE 0.05 MILE NORTHWEST ALONG STATE
 JU0143'HIGHWAY 72, NEAR THE INTERSECTION OF CENTRAL AVENUE AND THE
 JU0143'SOUTHEAST-BOUND LANE OF THE HIGHWAY, AT THE SOUTH CORNER OF A
 JU0143'CYCLONE FENCE AROUND A POWER SUB-STATION, 190 FEET NORTH OF THE
 JU0143'CENTER OF THE INTERSECTION, 48 FEET NORTHEAST OF THE CENTER LINE
 JU0143'OF THE SOUTHEAST-BOUND LANE OF HIGHWAY, 4.0 FEET NORTHWEST OF
 JU0143'THE SOUTH CORNER OF THE FENCE, 1.0 FOOT SOUTHWEST OF THE FENCE
 JU0143'ALONG THE SOUTHWEST SIDE OF THE SUB-STATION, 0.5 FOOT SOUTHWEST
 JU0143'OF A METAL WITNESS POST, AND IS A DISK ON TOP OF A COPPER COATED
 JU0143'STEEL ROD FLUSH AND PROTECTED BY A 8-INCH TILE PROJECTING 1 INCH.
 JU0143'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 69 FEET.
 JU0143
 JU0143                          STATION RECOVERY (1984)
 JU0143
 JU0143'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0143'RECOVERED IN GOOD CONDITION.
 JU0143
 JU0143                          STATION RECOVERY (1988)
 JU0143
 JU0143'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU0143'RECOVERED IN GOOD CONDITION.
 JU0143
 JU0143                          STATION RECOVERY (1995)
 JU0143
 JU0143'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0143'RECOVERED AS DESCRIBED.
 JU0143
 JU0143                          STATION RECOVERY (1996)
 JU0143
 JU0143'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU0143'RECOVERED AS DESCRIBED WITH THE FOLLOWING REVISIONS.  THE WITNESS POST
 JU0143'WAS REMOVED, THE STATION IS PROJECTING ABOUT 5 CM AND IS WITHOUT THE
 JU0143'PIPE PROTECTION.
 JU0143
 JU0143                          STATION RECOVERY (2001)
 JU0143
 JU0143'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0143'RECOVERED AS DESCRIBED.
 JU0143
 JU0143                          STATION RECOVERY (2006)
 JU0143
 JU0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KMH)
 JU0143'POWER SUB-STATION HAS BEEN RELOCATED.  DISK IS LOCATED APPROX. 7 FT
 JU0143'WEST OF THE SOUTHWEST CORNER OF A BUILDING HOUSING RON JON SURF SHOP.
 JU0143'DESCRIPTION OF LOCATION FROM ROADS SUFFICIENT.  DISK HAS BEEN BENT BUT
 JU0143'SECURELY ATTACHED.  GPS CO-ORDINATES N 39/39/00.6 W 074/10/40.0
 JU0143'(NAD83)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0066 ***********************************************************************
 JU0066  DESIGNATION -  N 68
 JU0066  PID         -  JU0066
 JU0066  STATE/COUNTY-  NJ/OCEAN
 JU0066  USGS QUAD   -  FORKED RIVER (1989)
 JU0066
 JU0066                         *CURRENT SURVEY CONTROL
 JU0066  ___________________________________________________________________
 JU0066* NAD 83(1986)-  39 47 02.     (N)    074 12 01.     (W)     SCALED    
 JU0066* NAVD 88     -         4.864  (meters)      15.96   (feet)  ADJUSTED  
 JU0066  ___________________________________________________________________
 JU0066  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JU0066  DYNAMIC HT  -           4.862 (meters)      15.95  (feet)  COMP
 JU0066  MODELED GRAV-     980,170.4   (mgal)                       NAVD 88
 JU0066
 JU0066  VERT ORDER  -  FIRST     CLASS I
 JU0066
 JU0066.The horizontal coordinates were scaled from a topographic map and have
 JU0066.an estimated accuracy of +/- 6 seconds.
 JU0066
 JU0066.The orthometric height was determined by differential leveling
 JU0066.and adjusted by the National Geodetic Survey in June 1991..
 JU0066
 JU0066.The geoid height was determined by GEOID03.
 JU0066
 JU0066.The dynamic height is computed by dividing the NAVD 88
 JU0066.geopotential number by the normal gravity value computed on the
 JU0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0066.degrees latitude (g = 980.6199 gals.).
 JU0066
 JU0066.The modeled gravity was interpolated from observed gravity values.
 JU0066
 JU0066;                    North         East    Units  Estimated Accuracy
 JU0066;SPC NJ       -   105,560.      175,670.      MT  (+/- 180 meters Scaled)
 JU0066
 JU0066                          SUPERSEDED SURVEY CONTROL
 JU0066
 JU0066  NGVD 29 (04/16/92)    5.241  (m)           17.19   (f) ADJUSTED    1 1
 JU0066
 JU0066.Superseded values are not recommended for survey control.
 JU0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0066.See file dsdata.txt to determine how the superseded data were derived.
 JU0066
 JU0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK684040(NAD 83)
 JU0066_MARKER: DB = BENCH MARK DISK
 JU0066_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0066_SP_SET: 64 FEET
 JU0066_STAMPING: N 68 1964
 JU0066_MARK LOGO: CGS   
 JU0066_MAGNETIC: I = MARKER IS A STEEL ROD
 JU0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0066+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2002
 JU0066
 JU0066  HISTORY     - Date     Condition        Report By
 JU0066  HISTORY     - 1964     MONUMENTED       CGS
 JU0066  HISTORY     - 1979     GOOD             NGS
 JU0066  HISTORY     - 1987     GOOD             USPSQD
 JU0066  HISTORY     - 19980402 GOOD             NJGS
 JU0066  HISTORY     - 20020729 GOOD             GRAGEL
 JU0066
 JU0066                          STATION DESCRIPTION
 JU0066
 JU0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0066'0.6 MI SW FROM WARETOWN.
 JU0066'ABOUT 0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 9 FROM THE JUNCTION
 JU0066'OF OCEAN COUNTY ROAD 532 AT WARETOWN, AT THE JUNCTION BARNEGAT
 JU0066'DRIVE, 60.0 FEET EAST OF THE CENTER OF THE JUNCTION, 45.0 FEET
 JU0066'SOUTHEAST OF THE CENTER LINE OF HIGHWAY, 34.0 FEET NORTHEAST
 JU0066'OF THE CENTER LINE OF BARNEGAT DRIVE, 7.5 FEET NORTHEAST OF THE
 JU0066'EAST CORNER OF A MASONRY POST.  1.0 FOOT EAST-SOUTHEAST OF A
 JU0066'MASONRY STONE FENCE, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST,
 JU0066'ABOUT LEVEL WITH THE HIGHWAY AND IS A DISK ON TOP OF A COPPER
 JU0066'COATED STEEL FLUSH AND PROTECTED BY A 8-INCH SQUARE TILE
 JU0066'PROJECTING 0.1 FOOT.  THE ROD WAS DRIVEN TO A DEPTH OF
 JU0066'64 FEET.  NOTE-- ALSO MAY BE REACHED BY GOING ABOUT 1.45 MILES
 JU0066'NORTHEAST ALONG U.S. HIGHWAY 9 FROM THE GRADE SCHOOL AT BARNEGAT.
 JU0066
 JU0066                          STATION RECOVERY (1979)
 JU0066
 JU0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0066'RECOVERED IN GOOD CONDITION.
 JU0066
 JU0066                          STATION RECOVERY (1987)
 JU0066
 JU0066'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0066'RECOVERED IN GOOD CONDITION.
 JU0066
 JU0066                          STATION RECOVERY (1998)
 JU0066
 JU0066'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 JU0066'RECOVERED AS DESCRIBED.
 JU0066
 JU0066                          STATION RECOVERY (2002)
 JU0066
 JU0066'RECOVERY NOTE BY GRAVATT GELLER AND ASSOCIATES 2002 (RWS)
 JU0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0207 ***********************************************************************
 JU0207  DESIGNATION -  N 7
 JU0207  PID         -  JU0207
 JU0207  STATE/COUNTY-  NJ/OCEAN
 JU0207  USGS QUAD   -  BEACH HAVEN (1977)
 JU0207
 JU0207                         *CURRENT SURVEY CONTROL
 JU0207  ___________________________________________________________________
 JU0207* NAD 83(1986)-  39 33 42.     (N)    074 14 30.     (W)     SCALED    
 JU0207* NAVD 88     -         1.424  (meters)       4.67   (feet)  ADJUSTED  
 JU0207  ___________________________________________________________________
 JU0207  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JU0207  DYNAMIC HT  -           1.423 (meters)       4.67  (feet)  COMP
 JU0207  MODELED GRAV-     980,135.8   (mgal)                       NAVD 88
 JU0207
 JU0207  VERT ORDER  -  FIRST     CLASS I
 JU0207
 JU0207.The horizontal coordinates were scaled from a topographic map and have
 JU0207.an estimated accuracy of +/- 6 seconds.
 JU0207
 JU0207.The orthometric height was determined by differential leveling
 JU0207.and adjusted by the National Geodetic Survey in June 1991..
 JU0207
 JU0207.The geoid height was determined by GEOID03.
 JU0207
 JU0207.The dynamic height is computed by dividing the NAVD 88
 JU0207.geopotential number by the normal gravity value computed on the
 JU0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0207.degrees latitude (g = 980.6199 gals.).
 JU0207
 JU0207.The modeled gravity was interpolated from observed gravity values.
 JU0207
 JU0207;                    North         East    Units  Estimated Accuracy
 JU0207;SPC NJ       -    80,880.      172,200.      MT  (+/- 180 meters Scaled)
 JU0207
 JU0207                          SUPERSEDED SURVEY CONTROL
 JU0207
 JU0207  NGVD 29 (??/??/??)    1.806  (m)            5.93   (f) ADJUSTED    1 1
 JU0207
 JU0207.Superseded values are not recommended for survey control.
 JU0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0207.See file dsdata.txt to determine how the superseded data were derived.
 JU0207
 JU0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ651793(NAD 83)
 JU0207_MARKER: DB = BENCH MARK DISK
 JU0207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0207_SP_SET: BUILDING
 JU0207_STAMPING: N 7 1930 6.043
 JU0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0207
 JU0207  HISTORY     - Date     Condition        Report By
 JU0207  HISTORY     - 1930     MONUMENTED       CGS
 JU0207  HISTORY     - 1964     GOOD             CGS
 JU0207  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JU0207
 JU0207                          STATION DESCRIPTION
 JU0207
 JU0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0207'AT BEACH HAVEN.
 JU0207'ON LONG BEACH ISLAND, AT BEACH HAVEN, 0.4 MILE SOUTHWEST
 JU0207'ALONG BAY AVENUE, FROM THE BEACH HAVEN POST OFFICE, ABOUT 0.1
 JU0207'MILE SOUTHWEST OF THE BOROUGH HALL, NEAR THE INTERSECTION OF
 JU0207'BAY AVENUE AND CORAL AVENUE, 60.7 FEET NORTH OF THE NORTHEAST CURB
 JU0207'OF CORAL STREET, 12.0 FEET NORTHWEST OF THE NORTHWEST CURB
 JU0207'OF BAY AVENUE, SET VERTICALLY IN THE SOUTHEAST FACE OF THE BRICK
 JU0207'WALL NEAR THE EAST CORNER OF LURIAS CLOTHING STORE (FORMERLY
 JU0207'THE BEACH HAVEN NATIONAL BANK AND TRUST COMPANY), 7.1 FEET
 JU0207'SOUTHWEST OF THE EAST CORNER OF THE BUILDING, AND ABOUT 1.5 FEET
 JU0207'ABOVE THE LEVEL OF THE SIDEWALK.
 JU0207
 JU0207                          STATION RECOVERY (1988)
 JU0207
 JU0207'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0794 ***********************************************************************
 KU0794  DESIGNATION -  N 70
 KU0794  PID         -  KU0794
 KU0794  STATE/COUNTY-  NJ/MONMOUTH
 KU0794  USGS QUAD   -  LONG BRANCH (1981)
 KU0794
 KU0794                         *CURRENT SURVEY CONTROL
 KU0794  ___________________________________________________________________
 KU0794* NAD 83(1986)-  40 19 14.     (N)    073 58 41.     (W)     SCALED    
 KU0794* NAVD 88     -         3.596  (meters)      11.80   (feet)  ADJUSTED  
 KU0794  ___________________________________________________________________
 KU0794  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KU0794  DYNAMIC HT  -           3.594 (meters)      11.79  (feet)  COMP
 KU0794  MODELED GRAV-     980,176.6   (mgal)                       NAVD 88
 KU0794  OBS GRAVITY -     980,176.3   (mgal)                       GRAV_OBS
 KU0794
 KU0794  VERT ORDER  -  FIRST     CLASS I
 KU0794
 KU0794.The horizontal coordinates were scaled from a topographic map and have
 KU0794.an estimated accuracy of +/- 6 seconds.
 KU0794
 KU0794.The orthometric height was determined by differential leveling
 KU0794.and adjusted by the National Geodetic Survey in June 1991..
 KU0794
 KU0794.The geoid height was determined by GEOID03.
 KU0794
 KU0794.The dynamic height is computed by dividing the NAVD 88
 KU0794.geopotential number by the normal gravity value computed on the
 KU0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0794.degrees latitude (g = 980.6199 gals.).
 KU0794
 KU0794.The modeled gravity was interpolated from observed gravity values.
 KU0794.The observed gravity was obtained from relative gravimeter ties
 KU0794.to the IGSN71 gravity network.
 KU0794
 KU0794;                    North         East    Units  Estimated Accuracy
 KU0794;SPC NJ       -   165,240.      194,360.      MT  (+/- 180 meters Scaled)
 KU0794
 KU0794                          SUPERSEDED SURVEY CONTROL
 KU0794
 KU0794  NGVD 29 (04/16/92)    3.918  (m)           12.85   (f) ADJUSTED    1 1
 KU0794
 KU0794.Superseded values are not recommended for survey control.
 KU0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0794.See file dsdata.txt to determine how the superseded data were derived.
 KU0794
 KU0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK868638(NAD 83)
 KU0794_MARKER: DB = BENCH MARK DISK
 KU0794_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KU0794_SP_SET: 40 FEET
 KU0794_STAMPING: N 70 1964
 KU0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0794
 KU0794  HISTORY     - Date     Condition        Report By
 KU0794  HISTORY     - 1964     MONUMENTED       CGS
 KU0794  HISTORY     - 1979     GOOD             NGS
 KU0794  HISTORY     - 19920807 MARK NOT FOUND   USPSQD
 KU0794
 KU0794                          STATION DESCRIPTION
 KU0794
 KU0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KU0794'AT NORTH LONG BRANCH.
 KU0794'AT NORTH LONG BRANCH, AT THE OLD ABANDONED RAILROAD STATION AT
 KU0794'THE INTERSECTION OF ATLANTIC AVENUE AND NEPTUNE AVENUE, WHICH IS
 KU0794'ONE BLOCK WEST OF OCEAN AVENUE, IS ABOUT 1 FOOT LOWER THAN BM K
 KU0794'5, 141.0 FEET NORTH OF THE CENTER LINE OF ATLANTIC AVENUE, 47.9
 KU0794'FEET NORTHWEST OF BM K 5, 26.0 FEET EAST OF THE CENTER LINE OF
 KU0794'NEPTUNE AVENUE, 10.7 FEET SOUTHWEST OF A GUY WIRE TO POWER LINE
 KU0794'POLE NUMBER 204, 2.8 FEET NORTHEAST OF POWER LINE POLE NUMBER 204,
 KU0794'ABOUT LEVEL WITH NEPTUNE AVENUE AND IS A DISK ON A COPPER COATED
 KU0794'ROD PROJECTING 4 INCHES AND PROTECTED BY A 8-INCH TILE WHICH
 KU0794'PROJECTS ABOUT 8 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 40 FEET.
 KU0794
 KU0794                          STATION RECOVERY (1979)
 KU0794
 KU0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KU0794'NOTE, THE DISK HAS BEEN HIT BUT HAS A GOOD HIGH POINT AND APPEARS
 KU0794'TO BE STABLE.
 KU0794
 KU0794                          STATION RECOVERY (1992)
 KU0794
 KU0794'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0970 ***********************************************************************
 KV0970  DESIGNATION -  N 73
 KV0970  PID         -  KV0970
 KV0970  STATE/COUNTY-  NJ/MIDDLESEX
 KV0970  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV0970
 KV0970                         *CURRENT SURVEY CONTROL
 KV0970  ___________________________________________________________________
 KV0970* NAD 83(1986)-  40 23 27.     (N)    074 23 33.     (W)     SCALED    
 KV0970* NAVD 88     -         6.345  (meters)      20.82   (feet)  ADJUSTED  
 KV0970  ___________________________________________________________________
 KV0970  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KV0970  DYNAMIC HT  -           6.343 (meters)      20.81  (feet)  COMP
 KV0970  MODELED GRAV-     980,199.9   (mgal)                       NAVD 88
 KV0970
 KV0970  VERT ORDER  -  FIRST     CLASS II
 KV0970
 KV0970.The horizontal coordinates were scaled from a topographic map and have
 KV0970.an estimated accuracy of +/- 6 seconds.
 KV0970
 KV0970.The orthometric height was determined by differential leveling
 KV0970.and adjusted by the National Geodetic Survey in June 1991..
 KV0970
 KV0970.The geoid height was determined by GEOID03.
 KV0970
 KV0970.The dynamic height is computed by dividing the NAVD 88
 KV0970.geopotential number by the normal gravity value computed on the
 KV0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0970.degrees latitude (g = 980.6199 gals.).
 KV0970
 KV0970.The modeled gravity was interpolated from observed gravity values.
 KV0970
 KV0970;                    North         East    Units  Estimated Accuracy
 KV0970;SPC NJ       -   172,910.      159,130.      MT  (+/- 180 meters Scaled)
 KV0970
 KV0970                          SUPERSEDED SURVEY CONTROL
 KV0970
 KV0970  NGVD 29 (01/10/92)    6.674  (m)           21.90   (f) ADJUSTED    1 2
 KV0970
 KV0970.Superseded values are not recommended for survey control.
 KV0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0970.See file dsdata.txt to determine how the superseded data were derived.
 KV0970
 KV0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK515713(NAD 83)
 KV0970_MARKER: DB = BENCH MARK DISK
 KV0970_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0970_SP_SET: CULVERT
 KV0970_STAMPING: N 73 1974
 KV0970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0970
 KV0970  HISTORY     - Date     Condition        Report By
 KV0970  HISTORY     - 1974     MONUMENTED       NGS
 KV0970
 KV0970                          STATION DESCRIPTION
 KV0970
 KV0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV0970'AT SPOTWOOD.
 KV0970'AT SPOTWOOD, 0.3 MILE SOUTHWEST ALONG MANALAPAN ROAD FROM THE
 KV0970'POST OFFICE, ABOUT 117 YARDS NORTHEAST OF THE CENTER OF THE
 KV0970'JUNCTION OF A STREET SOUTHEAST TO IMMACULATE CONCEPTION SCHOOL,
 KV0970'ABOUT 162 FEET SOUTHWEST OF A HIGH FLAGPOLE IN THE CENTER OF A
 KV0970'SMALL TRIANGLE PARK, IN THE TOP AND 19.3 FEET NORTHEAST OF THE
 KV0970'SOUTHWEST END OF A LONG RETAINING WALL EXTENDING FROM A CULVERT
 KV0970'OVER CEDAR BROOK, 39 FEET NORTHEAST OF THE CENTER LINE OF A
 KV0970'SHORT ASPHALT STREET SOUTHEAST, 25.3 FEET SOUTHEAST OF THE ROAD,
 KV0970'0.3 FOOT SOUTHEAST OF A 3-FOOT-HIGH CONCRETE GUARDRAIL, AND ABOUT
 KV0970'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1133 ***********************************************************************
 KV1133  DESIGNATION -  N 74
 KV1133  PID         -  KV1133
 KV1133  STATE/COUNTY-  NJ/MERCER
 KV1133  USGS QUAD   -  TRENTON EAST (1981)
 KV1133
 KV1133                         *CURRENT SURVEY CONTROL
 KV1133  ___________________________________________________________________
 KV1133* NAD 83(1986)-  40 12 06.     (N)    074 38 10.     (W)     SCALED    
 KV1133* NAVD 88     -        23.982  (meters)      78.68   (feet)  ADJUSTED  
 KV1133  ___________________________________________________________________
 KV1133  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV1133  DYNAMIC HT  -          23.971 (meters)      78.64  (feet)  COMP
 KV1133  MODELED GRAV-     980,196.5   (mgal)                       NAVD 88
 KV1133
 KV1133  VERT ORDER  -  FIRST     CLASS II
 KV1133
 KV1133.The horizontal coordinates were scaled from a topographic map and have
 KV1133.an estimated accuracy of +/- 6 seconds.
 KV1133
 KV1133.The orthometric height was determined by differential leveling
 KV1133.and adjusted by the National Geodetic Survey in June 1991..
 KV1133
 KV1133.The geoid height was determined by GEOID03.
 KV1133
 KV1133.The dynamic height is computed by dividing the NAVD 88
 KV1133.geopotential number by the normal gravity value computed on the
 KV1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1133.degrees latitude (g = 980.6199 gals.).
 KV1133
 KV1133.The modeled gravity was interpolated from observed gravity values.
 KV1133
 KV1133;                    North         East    Units  Estimated Accuracy
 KV1133;SPC NJ       -   151,910.      138,410.      MT  (+/- 180 meters Scaled)
 KV1133
 KV1133                          SUPERSEDED SURVEY CONTROL
 KV1133
 KV1133  NGVD 29 (01/10/92)   24.310  (m)           79.76   (f) ADJUSTED    1 2
 KV1133
 KV1133.Superseded values are not recommended for survey control.
 KV1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1133.See file dsdata.txt to determine how the superseded data were derived.
 KV1133
 KV1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK309502(NAD 83)
 KV1133_MARKER: DB = BENCH MARK DISK
 KV1133_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1133_SP_SET: CONCRETE BRIDGE PIER
 KV1133_STAMPING: N 74 1974
 KV1133_MARK LOGO: NGS   
 KV1133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1133+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1988
 KV1133
 KV1133  HISTORY     - Date     Condition        Report By
 KV1133  HISTORY     - 1974     MONUMENTED       NGS
 KV1133  HISTORY     - 19880817 GOOD             NJGS
 KV1133
 KV1133                          STATION DESCRIPTION
 KV1133
 KV1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1133'1.2 MI SW FROM ROBBINSVILLE.
 KV1133'1.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 130 FROM THE INTERSECTION
 KV1133'OF COUNTY ROAD 526 AT ROBBINSVILLE, SET VERTICALLY IN THE
 KV1133'NORTHEAST FACE OF THE CENTER CONCRETE PIER OF THE INTERSTATE
 KV1133'HIGHWAY 195, 29.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KV1133'SOUTHEAST LANES OF THE HIGHWAY, 32.0 FEET NORTHWEST OF THE CENTER
 KV1133'LINE OF THE NORTHWEST LANES OF THE HIGHWAY, AND ABOUT 4 1/2
 KV1133'FEET ABOVE THE GROUND.
 KV1133
 KV1133                          STATION RECOVERY (1988)
 KV1133
 KV1133'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1133'IN HAMILTON TOWNSHIP, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 KV1133'MOST NORTHERLY CENTER CONCRETE BRIDGE PIER CARRYING INTERSTATE
 KV1133'HIGHWAY I195 OVER UNITED STATES HIGHWAY ROUTE 130, 8.84 M (29.00 FT)
 KV1133'SOUTHEAST OF THE CENTERLINE OF THE SOUTHEAST LANES OF ROUTE 130, 9.75
 KV1133'M (31.99 FT) NORTHWEST OF THE CENTERLINE OF THE NORTHWEST LANES OF
 KV1133'ROUTE 130, AND ABOUT 1.37 M (4.49 FT) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1149 ***********************************************************************
 KV1149  DESIGNATION -  N 75
 KV1149  PID         -  KV1149
 KV1149  STATE/COUNTY-  NJ/BURLINGTON
 KV1149  USGS QUAD   -  BRISTOL (1981)
 KV1149
 KV1149                         *CURRENT SURVEY CONTROL
 KV1149  ___________________________________________________________________
 KV1149* NAD 83(1986)-  40 06 57.     (N)    074 45 36.     (W)     SCALED    
 KV1149* NAVD 88     -        15.612  (meters)      51.22   (feet)  ADJUSTED  
 KV1149  ___________________________________________________________________
 KV1149  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV1149  DYNAMIC HT  -          15.606 (meters)      51.20  (feet)  COMP
 KV1149  MODELED GRAV-     980,196.2   (mgal)                       NAVD 88
 KV1149
 KV1149  VERT ORDER  -  FIRST     CLASS II
 KV1149
 KV1149.The horizontal coordinates were scaled from a topographic map and have
 KV1149.an estimated accuracy of +/- 6 seconds.
 KV1149
 KV1149.The orthometric height was determined by differential leveling
 KV1149.and adjusted by the National Geodetic Survey in June 1991..
 KV1149
 KV1149.The geoid height was determined by GEOID03.
 KV1149
 KV1149.The dynamic height is computed by dividing the NAVD 88
 KV1149.geopotential number by the normal gravity value computed on the
 KV1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1149.degrees latitude (g = 980.6199 gals.).
 KV1149
 KV1149.The modeled gravity was interpolated from observed gravity values.
 KV1149
 KV1149;                    North         East    Units  Estimated Accuracy
 KV1149;SPC NJ       -   142,410.      127,840.      MT  (+/- 180 meters Scaled)
 KV1149
 KV1149                          SUPERSEDED SURVEY CONTROL
 KV1149
 KV1149  NGVD 29 (01/10/92)   15.935  (m)           52.28   (f) ADJUSTED    1 2
 KV1149
 KV1149.Superseded values are not recommended for survey control.
 KV1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1149.See file dsdata.txt to determine how the superseded data were derived.
 KV1149
 KV1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK204406(NAD 83)
 KV1149_MARKER: DB = BENCH MARK DISK
 KV1149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1149_SP_SET: ABUTMENT
 KV1149_STAMPING: N 75 1974
 KV1149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1149
 KV1149  HISTORY     - Date     Condition        Report By
 KV1149  HISTORY     - 1974     MONUMENTED       NGS
 KV1149
 KV1149                          STATION DESCRIPTION
 KV1149
 KV1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1149'3.6 MI SW FROM BORDENTOWN.
 KV1149'3.60 MILES SOUTHWEST ALONG U.S. HIGHWAY 130 FROM THE SOUTH
 KV1149'INTERSECTION OF U.S. HIGHWAY 206 AT BORDENTOWN, ON TOP OF THE
 KV1149'NORTHWEST END OF THE NORTHEAST ABUTMENT OF HIGHWAY BRIDGE OVER
 KV1149'ABANDONED PENN CENTRAL RAILROAD TRACK NEAR THE PLACE CALLED
 KV1149'KINKORA, 28 FEET NORTHWEST OF CENTER LINE OF THE SOUTHWEST BOUND
 KV1149'LANE OF THE HIGHWAY, 1.8 FEET WEST OF THE NORTH CORNER OF THE
 KV1149'BRIDGE AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2936 ***********************************************************************
 KV2936  DESIGNATION -  N 77
 KV2936  PID         -  KV2936
 KV2936  STATE/COUNTY-  NJ/HUNTERDON
 KV2936  USGS QUAD   -  HIGH BRIDGE (1970)
 KV2936
 KV2936                         *CURRENT SURVEY CONTROL
 KV2936  ___________________________________________________________________
 KV2936* NAD 83(1986)-  40 38 03.     (N)    074 56 56.     (W)     SCALED    
 KV2936* NAVD 88     -       124.753  (meters)     409.29   (feet)  ADJUSTED  
 KV2936  ___________________________________________________________________
 KV2936  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KV2936  DYNAMIC HT  -         124.695 (meters)     409.10  (feet)  COMP
 KV2936  MODELED GRAV-     980,161.4   (mgal)                       NAVD 88
 KV2936
 KV2936  VERT ORDER  -  FIRST     CLASS II
 KV2936
 KV2936.The horizontal coordinates were scaled from a topographic map and have
 KV2936.an estimated accuracy of +/- 6 seconds.
 KV2936
 KV2936.The orthometric height was determined by differential leveling
 KV2936.and adjusted by the National Geodetic Survey in June 1991..
 KV2936
 KV2936.The geoid height was determined by GEOID03.
 KV2936
 KV2936.The dynamic height is computed by dividing the NAVD 88
 KV2936.geopotential number by the normal gravity value computed on the
 KV2936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2936.degrees latitude (g = 980.6199 gals.).
 KV2936
 KV2936.The modeled gravity was interpolated from observed gravity values.
 KV2936
 KV2936;                    North         East    Units  Estimated Accuracy
 KV2936;SPC NJ       -   200,020.      112,030.      MT  (+/- 180 meters Scaled)
 KV2936
 KV2936                          SUPERSEDED SURVEY CONTROL
 KV2936
 KV2936  NGVD 29 (01/10/92)  124.983  (m)          410.05   (f) ADJUSTED    1 2
 KV2936
 KV2936.Superseded values are not recommended for survey control.
 KV2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2936.See file dsdata.txt to determine how the superseded data were derived.
 KV2936
 KV2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK043981(NAD 83)
 KV2936_MARKER: DB = BENCH MARK DISK
 KV2936_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2936_SP_SET: ABUTMENT
 KV2936_STAMPING: N 77 1978
 KV2936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2936
 KV2936  HISTORY     - Date     Condition        Report By
 KV2936  HISTORY     - 1978     MONUMENTED       NGS
 KV2936
 KV2936                          STATION DESCRIPTION
 KV2936
 KV2936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2936'2.0 MI WEST FROM CLINTON.
 KV2936'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 173 AND COUNTY ROAD 514 FROM
 KV2936'THE CONCRETE BRIDGE OVER THE SOUTH BRANCH OF THE RARITAN RIVER AT
 KV2936'CLINTON, THENCE 0.6 MILE WEST ALONG HIGHWAY 173 AND THE ENTRANCE RAMP
 KV2936'TO INTERSTATE 78 WEST, THENCE 1.0 MILE WEST ALONG THE WEST BOUND LANE
 KV2936'OF INTERSTATE 78, SET IN TOP OF THE WEST END OF THE NORTH CONCRETE
 KV2936'ABUTMENT OF STATE HIGHWAY 173 BRIDGE OVER INTERSTATE 78, 126 FEET
 KV2936'SOUTH OF THE INTERSECTION OF STATE HIGHWAY 173 NAD 2 COUNTY ROADS (NO
 KV2936'VISIBLE NAME OR NUMBER), 26 FEET WEST OF THE CENTER OF THE HIGHWAY,
 KV2936'19.2 FEET SOUTH OF POWER POLE UT 809, AND 0.8 FEET NORTHWEST OF THE
 KV2936'NORTHWEST END OF THE WEST CONCRETE GUARD RAIL OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2275 ***********************************************************************
 JU2275  DESIGNATION -  N 78
 JU2275  PID         -  JU2275
 JU2275  STATE/COUNTY-  NJ/CUMBERLAND
 JU2275  USGS QUAD   -  MILLVILLE (1997)
 JU2275
 JU2275                         *CURRENT SURVEY CONTROL
 JU2275  ___________________________________________________________________
 JU2275* NAD 83(1986)-  39 24 06.     (N)    075 04 53.     (W)     SCALED    
 JU2275* NAVD 88     -        28.414  (meters)      93.22   (feet)  ADJUSTED  
 JU2275  ___________________________________________________________________
 JU2275  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JU2275  DYNAMIC HT  -          28.400 (meters)      93.18  (feet)  COMP
 JU2275  MODELED GRAV-     980,121.4   (mgal)                       NAVD 88
 JU2275
 JU2275  VERT ORDER  -  FIRST     CLASS II
 JU2275
 JU2275.The horizontal coordinates were scaled from a topographic map and have
 JU2275.an estimated accuracy of +/- 6 seconds.
 JU2275
 JU2275.The orthometric height was determined by differential leveling
 JU2275.and adjusted by the National Geodetic Survey in June 1991..
 JU2275
 JU2275.The geoid height was determined by GEOID03.
 JU2275
 JU2275.The dynamic height is computed by dividing the NAVD 88
 JU2275.geopotential number by the normal gravity value computed on the
 JU2275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2275.degrees latitude (g = 980.6199 gals.).
 JU2275
 JU2275.The modeled gravity was interpolated from observed gravity values.
 JU2275
 JU2275;                    North         East    Units  Estimated Accuracy
 JU2275;SPC NJ       -    63,250.       99,930.      MT  (+/- 180 meters Scaled)
 JU2275
 JU2275                          SUPERSEDED SURVEY CONTROL
 JU2275
 JU2275  NGVD 29 (01/10/92)   28.740  (m)           94.29   (f) ADJUSTED    1 2
 JU2275
 JU2275.Superseded values are not recommended for survey control.
 JU2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2275.See file dsdata.txt to determine how the superseded data were derived.
 JU2275
 JU2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ929613(NAD 83)
 JU2275_MARKER: DB = BENCH MARK DISK
 JU2275_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2275_SP_SET: STAINLESS STEEL ROD
 JU2275_STAMPING: N 78 1979
 JU2275_PROJECTION: RECESSED 5 CENTIMETERS
 JU2275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2275_ROD/PIPE-DEPTH: 6.10 meters
 JU2275
 JU2275  HISTORY     - Date     Condition        Report By
 JU2275  HISTORY     - 1979     MONUMENTED       NGS
 JU2275  HISTORY     - 19950129 GOOD             USPSQD
 JU2275
 JU2275                          STATION DESCRIPTION
 JU2275
 JU2275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2275'2.35 MI WEST FROM MILLVILLE.
 JU2275'2.35 MILES WEST ALONG STATE ROUTE 49 FROM THE JUNCTION OF STATE
 JU2275'ROUTE 47 IN MILLVILLE, AT THE JUNCTION OF KING AVENUE, BETWEEN THE
 JU2275'STOP SIGN AND THE ROAD SIGN, 37 FEET SOUTH OF THE CENTER LINE OF THE
 JU2275'HIGHWAY, 21 FEET EAST OF THE CENTER OF HE AVENUE, 124 FEET NORTHWEST
 JU2275'OF THE NORTHWEST CORNER OF A 2 STORY YELLOW HOUSE, 13.5 FEET WEST OF
 JU2275'A BILLBOARD FOR NATIONWIDE INSURANCE, 2 FEET NORTH OF A STOP SIGN,
 JU2275'2 FEET SOUTH OF THE ROAD SIGN.
 JU2275'THE MARK IS 1 FT  E FROM A WITNESS POST.
 JU2275'THE MARK IS 0.5 FT ABOVE HIGHWAY.
 JU2275
 JU2275                          STATION RECOVERY (1995)
 JU2275
 JU2275'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2413 ***********************************************************************
 JU2413  DESIGNATION -  N 79
 JU2413  PID         -  JU2413
 JU2413  STATE/COUNTY-  NJ/CAPE MAY
 JU2413  USGS QUAD   -  
 JU2413
 JU2413                         *CURRENT SURVEY CONTROL
 JU2413  ___________________________________________________________________
 JU2413* NAD 83(1986)-  39 14 33.     (N)    074 37 11.     (W)     SCALED    
 JU2413* NAVD 88     -         0.780  (meters)       2.56   (feet)  ADJUSTED  
 JU2413  ___________________________________________________________________
 JU2413  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 JU2413  DYNAMIC HT  -           0.780 (meters)       2.56  (feet)  COMP
 JU2413  MODELED GRAV-     980,091.7   (mgal)                       NAVD 88
 JU2413
 JU2413  VERT ORDER  -  FIRST     CLASS II
 JU2413
 JU2413.The horizontal coordinates were scaled from a topographic map and have
 JU2413.an estimated accuracy of +/- 6 seconds.
 JU2413
 JU2413.The orthometric height was determined by differential leveling
 JU2413.and adjusted by the National Geodetic Survey in June 1991..
 JU2413
 JU2413.The geoid height was determined by GEOID03.
 JU2413
 JU2413.The dynamic height is computed by dividing the NAVD 88
 JU2413.geopotential number by the normal gravity value computed on the
 JU2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2413.degrees latitude (g = 980.6199 gals.).
 JU2413
 JU2413.The modeled gravity was interpolated from observed gravity values.
 JU2413
 JU2413;                    North         East    Units  Estimated Accuracy
 JU2413;SPC NJ       -    45,430.      139,670.      MT  (+/- 180 meters Scaled)
 JU2413
 JU2413                          SUPERSEDED SURVEY CONTROL
 JU2413
 JU2413  NGVD 29 (01/10/92)    1.169  (m)            3.84   (f) ADJUSTED    1 2
 JU2413
 JU2413.Superseded values are not recommended for survey control.
 JU2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2413.See file dsdata.txt to determine how the superseded data were derived.
 JU2413
 JU2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ328437(NAD 83)
 JU2413_MARKER: DB = BENCH MARK DISK
 JU2413_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2413_SP_SET: STAINLESS STEEL ROD
 JU2413_STAMPING: N 79 1979
 JU2413_PROJECTION: RECESSED 5 CENTIMETERS
 JU2413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2413_ROD/PIPE-DEPTH: 12.2 meters
 JU2413
 JU2413  HISTORY     - Date     Condition        Report By
 JU2413  HISTORY     - 1979     MONUMENTED       NGS
 JU2413  HISTORY     - 20060324 MARK NOT FOUND   GEOCAC
 JU2413
 JU2413                          STATION DESCRIPTION
 JU2413
 JU2413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2413'3.55 MI SW FROM OCEAN CITY.
 JU2413'3.5 MILES SOUTHWEST ALONG ASBURY AVENUE FROM THE CITY HALL IN OCEAN
 JU2413'CITY, THENCE 0.05 MILE NORTHWEST ALONG 41 ST STREET TO A POINT
 JU2413'WHERE IT FORMS A T JUNCTION WITH WEST AVENUE, 37 FEET NORTHWEST OF
 JU2413'THE CENTER LINE OF WEST AVENUE, 35 FEET SOUTHWEST OF THE
 JU2413'APPROXIMATE EXTENDED CENTER OF 41 ST STREET, 4 FEET SOUTHWEST OF
 JU2413'POWER POLE NUMBER W-36052 WITH A STREET LAMP, AND 3.7 FEET NORTHEAST
 JU2413'OF A STEEL POST SUPPORTING A STREET SIGN.
 JU2413'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 JU2413'THE MARK IS 1 FT BELOW AVENUE.
 JU2413
 JU2413                          STATION RECOVERY (2006)
 JU2413
 JU2413'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2413'THE DESCRIBED LOCATION IS NOW A PAVED SIDEWALK AND DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2447 ***********************************************************************
 JU2447  DESIGNATION -  N 80
 JU2447  PID         -  JU2447
 JU2447  STATE/COUNTY-  NJ/OCEAN
 JU2447  USGS QUAD   -  FORKED RIVER (1989)
 JU2447
 JU2447                         *CURRENT SURVEY CONTROL
 JU2447  ___________________________________________________________________
 JU2447* NAD 83(1986)-  39 50 04.     (N)    074 11 43.     (W)     SCALED    
 JU2447* NAVD 88     -         1.453  (meters)       4.77   (feet)  ADJUSTED  
 JU2447  ___________________________________________________________________
 JU2447  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU2447  DYNAMIC HT  -           1.452 (meters)       4.76  (feet)  COMP
 JU2447  MODELED GRAV-     980,166.5   (mgal)                       NAVD 88
 JU2447
 JU2447  VERT ORDER  -  FIRST     CLASS II
 JU2447
 JU2447.The horizontal coordinates were scaled from a topographic map and have
 JU2447.an estimated accuracy of +/- 6 seconds.
 JU2447
 JU2447.The orthometric height was determined by differential leveling
 JU2447.and adjusted by the National Geodetic Survey in June 1991..
 JU2447
 JU2447.The geoid height was determined by GEOID03.
 JU2447
 JU2447.The dynamic height is computed by dividing the NAVD 88
 JU2447.geopotential number by the normal gravity value computed on the
 JU2447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2447.degrees latitude (g = 980.6199 gals.).
 JU2447
 JU2447.The modeled gravity was interpolated from observed gravity values.
 JU2447
 JU2447;                    North         East    Units  Estimated Accuracy
 JU2447;SPC NJ       -   111,180.      176,080.      MT  (+/- 180 meters Scaled)
 JU2447
 JU2447                          SUPERSEDED SURVEY CONTROL
 JU2447
 JU2447  NGVD 29 (01/10/92)    1.826  (m)            5.99   (f) ADJUSTED    1 2
 JU2447
 JU2447.Superseded values are not recommended for survey control.
 JU2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2447.See file dsdata.txt to determine how the superseded data were derived.
 JU2447
 JU2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK688096(NAD 83)
 JU2447_MARKER: I = METAL ROD
 JU2447_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2447_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JU2447_STAMPING: N 80 1979
 JU2447_PROJECTION: FLUSH
 JU2447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU2447+STABILITY: POSITION/ELEVATION WELL
 JU2447_ROD/PIPE-DEPTH: 13.7 meters
 JU2447_SLEEVE-DEPTH  : 3.05 meters
 JU2447
 JU2447  HISTORY     - Date     Condition        Report By
 JU2447  HISTORY     - 1979     MONUMENTED       NGS
 JU2447  HISTORY     - 19961114 GOOD             USPSQD
 JU2447
 JU2447                          STATION DESCRIPTION
 JU2447
 JU2447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2447'IN FORKED RIVER.
 JU2447'IN FORKED RIVER, AT THE STATE MARINA ON STATE ROUTE 9 (311 SOUTH
 JU2447'MAIN STREET) SET ON THE SUTHEAST SIDE OF A 7 BY 6 FOOT BRICK PUMP
 JU2447'HOUSE DIRECTLY BEHIND THE PUBLIC SHOWER BUILDING ON THE SOUTHWEST
 JU2447'SIDE OF THE PARKING AREA FOR THE MARINA, 111 FEET NORTHWEST OF THE
 JU2447'NORTHWEST EDGE OF A 50 BY 50 CONCRETE SLAB FOR A PICNIC AREA, 20
 JU2447'FEET NORTHWEST OF THE SOUTH CORNER OF THE PUBLIC SHOWER BUILDING,
 JU2447'5.5 FEET SOUTHEAST OF THE SOUTH CORNER OF THE PUMP HOUSE, 3.7 FEET
 JU2447'SOUTHEAST OF THE SOUTHEAST FACE OF THE PUMP HOUCE.
 JU2447'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 JU2447'THE MARK IS ABOVE LEVEL WITH GROUND.
 JU2447
 JU2447                          STATION RECOVERY (1996)
 JU2447
 JU2447'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3505 ***********************************************************************
 KV3505  DESIGNATION -  N 81
 KV3505  PID         -  KV3505
 KV3505  STATE/COUNTY-  NJ/MONMOUTH
 KV3505  USGS QUAD   -  ASBURY PARK (1989)
 KV3505
 KV3505                         *CURRENT SURVEY CONTROL
 KV3505  ___________________________________________________________________
 KV3505* NAD 83(1986)-  40 10 36.     (N)    074 01 34.     (W)     SCALED    
 KV3505* NAVD 88     -         6.365  (meters)      20.88   (feet)  ADJUSTED  
 KV3505  ___________________________________________________________________
 KV3505  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV3505  DYNAMIC HT  -           6.362 (meters)      20.87  (feet)  COMP
 KV3505  MODELED GRAV-     980,165.9   (mgal)                       NAVD 88
 KV3505
 KV3505  VERT ORDER  -  FIRST     CLASS II
 KV3505
 KV3505.The horizontal coordinates were scaled from a topographic map and have
 KV3505.an estimated accuracy of +/- 6 seconds.
 KV3505
 KV3505.The orthometric height was determined by differential leveling
 KV3505.and adjusted by the National Geodetic Survey in June 1991..
 KV3505
 KV3505.The geoid height was determined by GEOID03.
 KV3505
 KV3505.The dynamic height is computed by dividing the NAVD 88
 KV3505.geopotential number by the normal gravity value computed on the
 KV3505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3505.degrees latitude (g = 980.6199 gals.).
 KV3505
 KV3505.The modeled gravity was interpolated from observed gravity values.
 KV3505
 KV3505;                    North         East    Units  Estimated Accuracy
 KV3505;SPC NJ       -   149,240.      190,360.      MT  (+/- 180 meters Scaled)
 KV3505
 KV3505                          SUPERSEDED SURVEY CONTROL
 KV3505
 KV3505  NGVD 29 (01/10/92)    6.695  (m)           21.97   (f) ADJUSTED    1 2
 KV3505
 KV3505.Superseded values are not recommended for survey control.
 KV3505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3505.See file dsdata.txt to determine how the superseded data were derived.
 KV3505
 KV3505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK829478(NAD 83)
 KV3505_MARKER: DV = VERTICAL CONTROL DISK
 KV3505_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV3505+WITH SETTING: PAVEMENT
 KV3505_SP_SET: LOADING PLATFORM
 KV3505_STAMPING: N 81 1979
 KV3505_MARK LOGO: NGS   
 KV3505_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3505+STABILITY: SURFACE MOTION
 KV3505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3505+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1996
 KV3505
 KV3505  HISTORY     - Date     Condition        Report By
 KV3505  HISTORY     - 1979     MONUMENTED       NGS
 KV3505  HISTORY     - 19890801 GOOD             NJGS
 KV3505  HISTORY     - 19960906 GOOD             NJGS
 KV3505
 KV3505                          STATION DESCRIPTION
 KV3505
 KV3505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3505'IN BELMAR.
 KV3505'THE MARK IS 2 FT ABOVE CONCRETE PARKING LOT.
 KV3505'IN BELMAR AT THE POST OFFICE AT THE JUNCTION OF 13TH AVENUE AND
 KV3505'MAINN STREET, SET IN TOP OF THE FOUNDATION OF THE LOADING PLATFORM
 KV3505'AT THE REAR ENTRANCE DOOR, 19.8 FEET NORTHWEST OF METAL STOP AT THE
 KV3505'SOUTHEAST END OF THE PLATFORM, 6.5 FEET NORTHEAST OF THE NORTHWEST
 KV3505'END OF A METAL PIPE GUARD RAIL, 3 FEET NORTHEAST OF THE CENTER OF
 KV3505'THE REAR ENTRANCE DOR, 0.7 FEET SOUTHEAST OF THE SOUTHEAST FACE OF
 KV3505'THE BUILDING.
 KV3505
 KV3505                          STATION RECOVERY (1989)
 KV3505
 KV3505'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV3505'THE STATION IS IN BELMAR, AT THE POST OFFICE AT THE JUNCTION OF
 KV3505'THIRTEENTH AVENUE AND MAIN STREET, SET IN THE TOP OF THE LOADING
 KV3505'PLATFORM AT THE REAR ENTRANCE DOOR, 6.03 M (19.78 FT) NORTHWEST OF
 KV3505'THE METAL STOP AT THE SOUTHEAST END OF THE PLATFORM, 1.98 M (6.50 FT)
 KV3505'NORTHEAST OF THE NORTHWEST END OF A METAL PIPE GUARD RAIL, 0.91 M
 KV3505'(2.99 FT) NORTHEAST OF THE CENTER OF THE REAR ENTRANCE DOOR, 0.21 M
 KV3505'(0.69 FT) SOUTHEAST OF THE SOUTHEAST FACE OF THE BUILDING, SET 0.61 M
 KV3505'(2.00 FT) ABOVE THE SURFACE OF THE CONCRETE PARKING LOT.
 KV3505
 KV3505                          STATION RECOVERY (1996)
 KV3505
 KV3505'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV3505'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2261 ***********************************************************************
 JU2261  DESIGNATION -  N 82
 JU2261  PID         -  JU2261
 JU2261  STATE/COUNTY-  NJ/SALEM
 JU2261  USGS QUAD   -  SHILOH (1993)
 JU2261
 JU2261                         *CURRENT SURVEY CONTROL
 JU2261  ___________________________________________________________________
 JU2261* NAD 83(1986)-  39 29 49.     (N)    075 20 04.     (W)     SCALED    
 JU2261* NAVD 88     -        22.250  (meters)      73.00   (feet)  ADJUSTED  
 JU2261  ___________________________________________________________________
 JU2261  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JU2261  DYNAMIC HT  -          22.239 (meters)      72.96  (feet)  COMP
 JU2261  MODELED GRAV-     980,116.3   (mgal)                       NAVD 88
 JU2261
 JU2261  VERT ORDER  -  FIRST     CLASS II
 JU2261
 JU2261.The horizontal coordinates were scaled from a topographic map and have
 JU2261.an estimated accuracy of +/- 6 seconds.
 JU2261
 JU2261.The orthometric height was determined by differential leveling
 JU2261.and adjusted by the National Geodetic Survey in June 1991..
 JU2261
 JU2261.The geoid height was determined by GEOID03.
 JU2261
 JU2261.The dynamic height is computed by dividing the NAVD 88
 JU2261.geopotential number by the normal gravity value computed on the
 JU2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2261.degrees latitude (g = 980.6199 gals.).
 JU2261
 JU2261.The modeled gravity was interpolated from observed gravity values.
 JU2261
 JU2261;                    North         East    Units  Estimated Accuracy
 JU2261;SPC NJ       -    74,000.       78,230.      MT  (+/- 180 meters Scaled)
 JU2261
 JU2261                          SUPERSEDED SURVEY CONTROL
 JU2261
 JU2261  NGVD 29 (01/10/92)   22.547  (m)           73.97   (f) ADJUSTED    1 2
 JU2261
 JU2261.Superseded values are not recommended for survey control.
 JU2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2261.See file dsdata.txt to determine how the superseded data were derived.
 JU2261
 JU2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ712719(NAD 83)
 JU2261_MARKER: DB = BENCH MARK DISK
 JU2261_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2261_SP_SET: STAINLESS STEEL ROD
 JU2261_STAMPING: N 82 1979
 JU2261_PROJECTION: RECESSED 10 CENTIMETERS
 JU2261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2261_ROD/PIPE-DEPTH: 12.2 meters
 JU2261
 JU2261  HISTORY     - Date     Condition        Report By
 JU2261  HISTORY     - 1979     MONUMENTED       NGS
 JU2261
 JU2261                          STATION DESCRIPTION
 JU2261
 JU2261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2261'3.4 MI NW FROM SHILOH.
 JU2261'3.4 MILES NORTHWEST ALONG STATE ROUTE 49 FROM THE FARMERS MERCHANTS
 JU2261'NATIONAL BANK AT THE 4 POINT-JUNCTION OF ROUTE 49 IN SHILOH TO THE
 JU2261'MARK ON THE RIGHT, ON THE SOUTHEAST SIDE OF POWER POLE B44711 WITH
 JU2261'A GUY WIRE ON THE PROPERTY OF MR. P.W. OLIEMAN, 5.4 MILES SOUTHEAST
 JU2261'OF THE MUNICIPAL TOWNSHIP BUILDING, 48.5 FEET NORTHEAST OF THE
 JU2261'CENTER LINE OF ROUTE 49, 40.5 FEET SOUTH OF THE SOUTH CORNER OF
 JU2261'MR. 0LIEMANS HOUSE A TWO STORY HOUSE WITH WHITE ALUMINUM SIDING,
 JU2261'27 FEET NORTHEAST OF POWER POLE 346, 3.3 FEET SOUTHEAST OF POWER
 JU2261'POLE B46795.
 JU2261'THE MARK IS 3 FT  SE FROM A WITNESS POST.
 JU2261'THE MARK IS 2 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ9095 ***********************************************************************
 AJ9095  PACS        -  This is a Primary Airport Control Station.
 AJ9095  DESIGNATION -  N 87 A
 AJ9095  PID         -  AJ9095
 AJ9095  STATE/COUNTY-  NJ/MERCER
 AJ9095  USGS QUAD   -  ALLENTOWN (1995)
 AJ9095
 AJ9095                         *CURRENT SURVEY CONTROL
 AJ9095  ___________________________________________________________________
 AJ9095* NAD 83(1996)-  40 12 49.56496(N)    074 35 38.52173(W)     ADJUSTED  
 AJ9095* NAVD 88     -        35.469  (meters)     116.37   (feet)  ADJUSTED  
 AJ9095  ___________________________________________________________________
 AJ9095  X           -   1,295,717.978 (meters)                     COMP
 AJ9095  Y           -  -4,702,161.924 (meters)                     COMP
 AJ9095  Z           -   4,096,141.760 (meters)                     COMP
 AJ9095  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 AJ9095  ELLIP HEIGHT-           2.77  (meters)          (01/21/03) GPS OBS
 AJ9095  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 AJ9095  DYNAMIC HT  -          35.453 (meters)     116.32  (feet)  COMP
 AJ9095  MODELED GRAV-     980,199.8   (mgal)                       NAVD 88
 AJ9095
 AJ9095  HORZ ORDER  -  B
 AJ9095  VERT ORDER  -  FIRST     CLASS II
 AJ9095  ELLP ORDER  -  FIRST     CLASS I
 AJ9095
 AJ9095.This mark is at Trenton-Robbinsville Airport (N87)
 AJ9095
 AJ9095.The horizontal coordinates were established by GPS observations
 AJ9095.and adjusted by the National Geodetic Survey in April 2002..
 AJ9095
 AJ9095.The orthometric height was determined by differential leveling
 AJ9095.and adjusted by the National Geodetic Survey in March 2005..
 AJ9095.No vertical observational check was made to the station.
 AJ9095
 AJ9095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ9095
 AJ9095.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ9095
 AJ9095.The ellipsoidal height was determined by GPS observations
 AJ9095.and is referenced to NAD 83.
 AJ9095
 AJ9095.The geoid height was determined by GEOID03.
 AJ9095
 AJ9095.The dynamic height is computed by dividing the NAVD 88
 AJ9095.geopotential number by the normal gravity value computed on the
 AJ9095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ9095.degrees latitude (g = 980.6199 gals.).
 AJ9095
 AJ9095.The modeled gravity was interpolated from observed gravity values.
 AJ9095
 AJ9095;                    North         East     Units Scale Factor Converg.
 AJ9095;SPC NJ       -   153,252.371   141,995.986   MT  0.99990079   -0 03 38.6
 AJ9095;SPC NJ       -   502,795.49    465,865.16   sFT  0.99990079   -0 03 38.6
 AJ9095;UTM  18      - 4,451,562.836   534,544.899   MT  0.99961469   +0 15 43.6
 AJ9095
 AJ9095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ9095!SPC NJ       -   0.99999957  x   0.99990079  =   0.99990036
 AJ9095!UTM  18      -   0.99999957  x   0.99961469  =   0.99961426
 AJ9095
 AJ9095                          SUPERSEDED SURVEY CONTROL
 AJ9095
 AJ9095.No superseded survey control is available for this station.
 AJ9095
 AJ9095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3454551563(NAD 83)
 AJ9095_MARKER: F = FLANGE-ENCASED ROD
 AJ9095_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ9095_STAMPING: N87 A 2001
 AJ9095_MARK LOGO: NGS   
 AJ9095_PROJECTION: FLUSH
 AJ9095_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ9095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ9095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ9095+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 AJ9095_ROD/PIPE-DEPTH: 8.5  meters
 AJ9095_SLEEVE-DEPTH  :  0.9 meters
 AJ9095
 AJ9095  HISTORY     - Date     Condition        Report By
 AJ9095  HISTORY     - 20010810 MONUMENTED       NGS
 AJ9095  HISTORY     - 20020708 GOOD             NJGS
 AJ9095
 AJ9095                          STATION DESCRIPTION
 AJ9095
 AJ9095'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (KRN)
 AJ9095'STATION IS LOCATED EAST OF TRENTON, ABOUT 2 MILES NORTH OF
 AJ9095'ALLENTOWN, AND 1 MILE EAST OF ROBBINSVILLE, ON THE
 AJ9095'TRENTON-ROBBINSVILLE AIRPORT, SOUTH OF THE CENTER OF THE EAST-
 AJ9095'WEST RUNWAY.
 AJ9095' 
 AJ9095'OWNERSHIP--MARK SANTERIAN, 106B SHARON ROAD, ROBBINSVILLE, NJ
 AJ9095'08691.
 AJ9095'AIRPORT MANAGER--MARK STRASZEWSKI, 106 SHARON ROAD, ROBBINSVILLE
 AJ9095'NJ 08691.  PHONE 609-259-1059.
 AJ9095'YOU MUST RECEIVE PRIOR APPROVAL TO ACCESS THE AIRPORT.
 AJ9095' 
 AJ9095'TO REACH THE AIRPORT FROM THE JUNCTION OF INTERSTATE HIGHWAY 195
 AJ9095'- EXIT 5 - AND U.S. HIGHWAY 130, GO 1.4 MILES NORTH ON HIGHWAY 130 TO
 AJ9095'SHARON ROAD.  TURN RIGHT, EAST, ON SHARON ROAD AND CONTINUE FOR
 AJ9095'0.9 MILES TO THE TRENTON-ROBBINSONVILLE HANGER.  PASS THROUGH
 AJ9095'THE GATE AND GO 0.08 MILE, CROSSING THE PARKING APRON TO A
 AJ9095'PARALLEL TAXIWAY.   TURN LEFT, EAST, ON TAXIWAY AND CONTINUE FOR
 AJ9095'0.4 MILES TO THE END OF THE TAXIWAY AND THE STATION STRAIGHT
 AJ9095'AHEAD, BETWEEN THE EDGE OF THE TAXIWAY AND THE FENCE TO THE
 AJ9095'EAST.
 AJ9095' 
 AJ9095'THE STATION IS 18 FEET EAST OF THE EAST EDGE OF THE TAXIWAY.
 AJ9095'15.4 FEET WEST OF A WITNESS POST AND A FENCE.  THE STATION IS 1 FT
 AJ9095'ABOVE THE LEVEL OF THE TAXIWAY.
 AJ9095'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 AJ9095'THIS IS THE PRIMARY AIRPORT CONTROL STATION (PACS).
 AJ9095' 
 AJ9095' 
 AJ9095'
 AJ9095
 AJ9095                          STATION RECOVERY (2002)
 AJ9095
 AJ9095'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 AJ9095'RECOVERED AS DESCRIBED.
 AJ9095' 
 AJ9095'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0954 ***********************************************************************
 JU0954  DESIGNATION -  N 9
 JU0954  PID         -  JU0954
 JU0954  STATE/COUNTY-  NJ/SALEM
 JU0954  USGS QUAD   -  ALLOWAY (1970)
 JU0954
 JU0954                         *CURRENT SURVEY CONTROL
 JU0954  ___________________________________________________________________
 JU0954* NAD 83(1986)-  39 30 33.     (N)    075 20 59.     (W)     SCALED    
 JU0954* NAVD 88     -        21.219  (meters)      69.62   (feet)  ADJUSTED  
 JU0954  ___________________________________________________________________
 JU0954  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JU0954  DYNAMIC HT  -          21.208 (meters)      69.58  (feet)  COMP
 JU0954  MODELED GRAV-     980,107.4   (mgal)                       NAVD 88
 JU0954
 JU0954  VERT ORDER  -  FIRST     CLASS II
 JU0954
 JU0954.The horizontal coordinates were scaled from a topographic map and have
 JU0954.an estimated accuracy of +/- 6 seconds.
 JU0954
 JU0954.The orthometric height was determined by differential leveling
 JU0954.and adjusted by the National Geodetic Survey in June 1991..
 JU0954
 JU0954.The geoid height was determined by GEOID03.
 JU0954
 JU0954.The dynamic height is computed by dividing the NAVD 88
 JU0954.geopotential number by the normal gravity value computed on the
 JU0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0954.degrees latitude (g = 980.6199 gals.).
 JU0954
 JU0954.The modeled gravity was interpolated from observed gravity values.
 JU0954
 JU0954;                    North         East    Units  Estimated Accuracy
 JU0954;SPC NJ       -    75,370.       76,930.      MT  (+/- 180 meters Scaled)
 JU0954
 JU0954                          SUPERSEDED SURVEY CONTROL
 JU0954
 JU0954  NGVD 29 (01/10/92)   21.514  (m)           70.58   (f) ADJUSTED    1 2
 JU0954
 JU0954.Superseded values are not recommended for survey control.
 JU0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0954.See file dsdata.txt to determine how the superseded data were derived.
 JU0954
 JU0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ699733(NAD 83)
 JU0954_MARKER: DB = BENCH MARK DISK
 JU0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0954_STAMPING: 70.807 N 9 1930
 JU0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0954+STABILITY: SURFACE MOTION
 JU0954
 JU0954  HISTORY     - Date     Condition        Report By
 JU0954  HISTORY     - 1930     MONUMENTED       CGS
 JU0954  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU0954  HISTORY     - 1979     GOOD             NGS
 JU0954
 JU0954                          STATION DESCRIPTION
 JU0954
 JU0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JU0954'1.8 MI NW FROM MARLBORO.
 JU0954'1.8 MILES NORTHWEST ALONG STATE HIGHWAY 49 FROM MARLBORO, SALEM
 JU0954'COUNTY, 150 YARDS NORTHWEST OF PIKES CORNERS, DIRECTLY EAST OF
 JU0954'A LONE HOUSE CALLED IN 1934 CHESTNUT COTTAGE, 90 FEET NORTHWEST
 JU0954'OF POLE 399, 24 FEET EAST OF POLE 400, AND 25.6 FEET NORTHEAST
 JU0954'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 JU0954'70.807 N 9 1930 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JU0954'THE GROUND.  NOTE-- POLE 399 HAS BEEN DESTROYED.
 JU0954
 JU0954                          STATION RECOVERY (1979)
 JU0954
 JU0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0954'ADD-IN PECKS CORNER, 0.05 MILE NORTHWEST OF THE JUNCTIONS OF COHANSEY
 JU0954'ROAD, HAMERSVILLE ROAD AND STATE ROUTE 49, 26 FEET NORTHEAST OF THE
 JU0954'CENTER LINE OF ROUTE 49, 143 FEET NORTHWEST OF POWER POLE 398, 22.5
 JU0954'FEET SOUTHEAST OF POWER POLE 400.
 JU0954'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 JU0954'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4088 ***********************************************************************
 KV4088  DESIGNATION -  N BERGEN CASTLE FURNITURE TANK
 KV4088  PID         -  KV4088
 KV4088  STATE/COUNTY-  NJ/HUDSON
 KV4088  USGS QUAD   -  WEEHAWKEN (1995)
 KV4088
 KV4088                         *CURRENT SURVEY CONTROL
 KV4088  ___________________________________________________________________
 KV4088* NAD 83(1996)-  40 47 19.73767(N)    074 01 25.91109(W)     ADJUSTED  
 KV4088* NAVD 88     -                                                        
 KV4088  ___________________________________________________________________
 KV4088  LAPLACE CORR-           6.76  (seconds)                    DEFLEC99
 KV4088  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KV4088
 KV4088  HORZ ORDER  -  THIRD
 KV4088
 KV4088.The horizontal coordinates were established by classical geodetic methods
 KV4088.and adjusted by the National Geodetic Survey in September 1999..
 KV4088
 KV4088
 KV4088.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4088
 KV4088.The geoid height was determined by GEOID03.
 KV4088
 KV4088;                    North         East     Units Scale Factor Converg.
 KV4088;SPC NJ       -   217,206.609   190,183.414   MT  0.99991987   +0 18 39.8
 KV4088;SPC NJ       -   712,618.68    623,960.08   sFT  0.99991987   +0 18 39.8
 KV4088;SPC NY L     -    69,087.555   297,985.796   MT  0.99999547   -0 00 56.2
 KV4088;SPC NY L     -   226,664.75    977,641.73   sFT  0.99999547   -0 00 56.2
 KV4088;UTM  18      - 4,515,772.392   582,356.578   MT  0.99968348   +0 38 15.8
 KV4088
 KV4088                          SUPERSEDED SURVEY CONTROL
 KV4088
 KV4088  NAD 83(1996)-  40 47 19.73766(N)    074 01 25.91110(W) AD(       ) 4
 KV4088  NAD 83(1996)-  40 47 19.73718(N)    074 01 25.91197(W) AD(       ) 4
 KV4088  NAD 83(1992)-  40 47 19.73608(N)    074 01 25.91216(W) AD(       ) 4
 KV4088  NAD 83(1986)-  40 47 19.74095(N)    074 01 25.91390(W) AD(       ) 4
 KV4088  NAD 27      -  40 47 19.37400(N)    074 01 27.40600(W) AD(       ) 3
 KV4088
 KV4088.Superseded values are not recommended for survey control.
 KV4088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4088.See file dsdata.txt to determine how the superseded data were derived.
 KV4088
 KV4088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8235715772(NAD 83)
 KV4088_MARKER: 53 = ELEVATED TANK
 KV4088
 KV4088  HISTORY     - Date     Condition        Report By
 KV4088  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4088
 KV4088                          STATION DESCRIPTION
 KV4088
 KV4088'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4088'STATION IS THE ROOF TANK, W OF THE HUDSON RIVER, IN NORTH BERGEN ON
 KV4088'THE W SIDE OF HUDSON BOULEVARD AT 12TH STREET, ATOP THE CASTLE
 KV4088'FURNITURE COMPANY STORE, SURMOUNTING A RED-BRICK TOWER ON THE
 KV4088'ROOF.  IT IS A GREEN, WOODEN, WATER TANK HAVING CASTLE FURNITURE
 KV4088'CO. PAINTED IN WHITE LETTERS ON ITS SIDE.
 KV4088'
 KV4088'STATION IS THE TANK-APEX, APPROXIMATELY 50 FEET ABOVE THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4008 ***********************************************************************
 KV4008  DESIGNATION -  N BERGEN P SERV NJ GAS HOLDER
 KV4008  PID         -  KV4008
 KV4008  STATE/COUNTY-  NJ/HUDSON
 KV4008  USGS QUAD   -  WEEHAWKEN (1995)
 KV4008
 KV4008                         *CURRENT SURVEY CONTROL
 KV4008  ___________________________________________________________________
 KV4008* NAD 83(1996)-  40 46 55.15209(N)    074 02 04.40171(W)     ADJUSTED  
 KV4008* NAVD 88     -                                                        
 KV4008  ___________________________________________________________________
 KV4008  LAPLACE CORR-           6.79  (seconds)                    DEFLEC99
 KV4008  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 KV4008
 KV4008  HORZ ORDER  -  THIRD
 KV4008
 KV4008.The horizontal coordinates were established by classical geodetic methods
 KV4008.and adjusted by the National Geodetic Survey in September 1999..
 KV4008
 KV4008
 KV4008.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4008
 KV4008.The geoid height was determined by GEOID03.
 KV4008
 KV4008;                    North         East     Units Scale Factor Converg.
 KV4008;SPC NJ       -   216,443.442   189,285.099   MT  0.99991899   +0 18 14.5
 KV4008;SPC NJ       -   710,114.86    621,012.86   sFT  0.99991899   +0 18 14.5
 KV4008;SPC NY L     -    68,329.464   297,083.076   MT  0.99999560   -0 01 21.4
 KV4008;SPC NY L     -   224,177.58    974,680.06   sFT  0.99999560   -0 01 21.4
 KV4008;UTM  18      - 4,515,004.298   581,462.840   MT  0.99968168   +0 37 50.3
 KV4008
 KV4008                          SUPERSEDED SURVEY CONTROL
 KV4008
 KV4008  NAD 83(1996)-  40 46 55.15207(N)    074 02 04.40172(W) AD(       ) 4
 KV4008  NAD 83(1996)-  40 46 55.15155(N)    074 02 04.40251(W) AD(       ) 4
 KV4008  NAD 83(1992)-  40 46 55.15051(N)    074 02 04.40263(W) AD(       ) 4
 KV4008  NAD 83(1986)-  40 46 55.15516(N)    074 02 04.40516(W) AD(       ) 4
 KV4008  NAD 27      -  40 46 54.78800(N)    074 02 05.89500(W) AD(       ) 3
 KV4008
 KV4008.Superseded values are not recommended for survey control.
 KV4008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4008.See file dsdata.txt to determine how the superseded data were derived.
 KV4008
 KV4008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8146315004(NAD 83)
 KV4008_MARKER: 51 = TANK
 KV4008
 KV4008  HISTORY     - Date     Condition        Report By
 KV4008  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4008
 KV4008                          STATION DESCRIPTION
 KV4008
 KV4008'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4008'THE LARGE GAS-HOLDER, W OF THE HUDSON RIVER, IN N BERGEN ON THE
 KV4008'NW CORNER OF DOREMUS PLACE AND TONNELLE AVENUE, ON THE PROPERTY OF
 KV4008'THE PUBLIC SERVICE CORPORATION OF NEW JERSEY.  IT IS A
 KV4008'SLIGHTLY-ROUNDED-TOP, BROWN, STEEL, GAS-HOLDER (APPROXIMATELY 48
 KV4008'METERS IN DIAMETER).  A SMALLER DIAMETER GAS-HOLDER IS LOCATED
 KV4008'JUST NORTHWARD.
 KV4008'
 KV4008'THE STATION IS THE TOP-CENTER OF THE CENTRAL VENTILATOR,
 KV4008'APPROXIMATELY 150 FEET ABOVE GROUND.
 KV4008'
 KV4008'THE TANK IS SUFFICIENTLY LARGE TO PERMIT OF READY AIR-PHOTO
 KV4008'IDENTIFICATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4070 ***********************************************************************
 KV4070  DESIGNATION -  N BERGEN STD KNIT MILLS TANK
 KV4070  PID         -  KV4070
 KV4070  STATE/COUNTY-  NJ/HUDSON
 KV4070  USGS QUAD   -  WEEHAWKEN (1995)
 KV4070
 KV4070                         *CURRENT SURVEY CONTROL
 KV4070  ___________________________________________________________________
 KV4070* NAD 83(1996)-  40 47 55.24938(N)    074 00 35.75664(W)     ADJUSTED  
 KV4070* NAVD 88     -                                                        
 KV4070  ___________________________________________________________________
 KV4070  LAPLACE CORR-           6.78  (seconds)                    DEFLEC99
 KV4070  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 KV4070
 KV4070  HORZ ORDER  -  THIRD
 KV4070
 KV4070.The horizontal coordinates were established by classical geodetic methods
 KV4070.and adjusted by the National Geodetic Survey in September 1999..
 KV4070
 KV4070
 KV4070.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4070
 KV4070.The geoid height was determined by GEOID03.
 KV4070
 KV4070;                    North         East     Units Scale Factor Converg.
 KV4070;SPC NJ       -   218,308.419   191,353.069   MT  0.99992104   +0 19 12.8
 KV4070;SPC NJ       -   716,233.54    627,797.53   sFT  0.99992104   +0 19 12.8
 KV4070;SPC NY L     -    70,182.760   299,161.802   MT  0.99999530   -0 00 23.4
 KV4070;SPC NY L     -   230,257.94    981,500.01   sFT  0.99999530   -0 00 23.4
 KV4070;UTM  18      - 4,516,880.592   583,519.656   MT  0.99968586   +0 38 49.0
 KV4070
 KV4070                          SUPERSEDED SURVEY CONTROL
 KV4070
 KV4070  NAD 83(1996)-  40 47 55.24937(N)    074 00 35.75670(W) AD(       ) 4
 KV4070  NAD 83(1996)-  40 47 55.24898(N)    074 00 35.75789(W) AD(       ) 4
 KV4070  NAD 83(1992)-  40 47 55.24777(N)    074 00 35.75825(W) AD(       ) 4
 KV4070  NAD 83(1986)-  40 47 55.25322(N)    074 00 35.75746(W) AD(       ) 4
 KV4070  NAD 27      -  40 47 54.88700(N)    074 00 37.25700(W) AD(       ) 3
 KV4070
 KV4070.Superseded values are not recommended for survey control.
 KV4070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4070.See file dsdata.txt to determine how the superseded data were derived.
 KV4070
 KV4070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8352016881(NAD 83)
 KV4070_MARKER: 53 = ELEVATED TANK
 KV4070
 KV4070  HISTORY     - Date     Condition        Report By
 KV4070  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4070
 KV4070                          STATION DESCRIPTION
 KV4070
 KV4070'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4070'THE ROOF TANK, W OF THE HUDSON RIVER, IN NORTH BERGEN ON THE S
 KV4070'SIDE OF 30TH STREET OPPOSITE 1ST PLACE, ATOP THE ROOF AND AT THE
 KV4070'E SIDE OF THE MAIN BUILDING OF THE STANDARD KNITTING MILLS
 KV4070'INCORPORATED.  IT IS AN ORDINARY-TYPE CONICAL-TOP, WOODEN, WATER
 KV4070'TANK SUPPORTED BY A STEEL SUPERSTRUCTURE.
 KV4070'
 KV4070'THE STATION IS THE SPIKE AT THE TANK-APEX, APPROXIMATELY 70
 KV4070'FEET ABOVE THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4067 ***********************************************************************
 KV4067  DESIGNATION -  N BERGEN WOODCLIFF COMMUN CH
 KV4067  PID         -  KV4067
 KV4067  STATE/COUNTY-  NJ/HUDSON
 KV4067  USGS QUAD   -  WEEHAWKEN (1995)
 KV4067
 KV4067                         *CURRENT SURVEY CONTROL
 KV4067  ___________________________________________________________________
 KV4067* NAD 83(1996)-  40 47 57.29020(N)    074 00 21.59682(W)     ADJUSTED  
 KV4067* NAVD 88     -                                                        
 KV4067  ___________________________________________________________________
 KV4067  LAPLACE CORR-           6.49  (seconds)                    DEFLEC99
 KV4067  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 KV4067
 KV4067  HORZ ORDER  -  THIRD
 KV4067
 KV4067.The horizontal coordinates were established by classical geodetic methods
 KV4067.and adjusted by the National Geodetic Survey in September 1999..
 KV4067
 KV4067
 KV4067.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4067
 KV4067.The geoid height was determined by GEOID03.
 KV4067
 KV4067;                    North         East     Units Scale Factor Converg.
 KV4067;SPC NJ       -   218,373.229   191,684.615   MT  0.99992138   +0 19 22.0
 KV4067;SPC NJ       -   716,446.17    628,885.27   sFT  0.99992138   +0 19 22.0
 KV4067;SPC NY L     -    70,245.683   299,493.737   MT  0.99999529   -0 00 14.1
 KV4067;SPC NY L     -   230,464.38    982,589.04   sFT  0.99999529   -0 00 14.1
 KV4067;UTM  18      - 4,516,947.276   583,850.750   MT  0.99968654   +0 38 58.3
 KV4067
 KV4067                          SUPERSEDED SURVEY CONTROL
 KV4067
 KV4067  NAD 83(1996)-  40 47 57.29019(N)    074 00 21.59684(W) AD(       ) 4
 KV4067  NAD 83(1996)-  40 47 57.28984(N)    074 00 21.59781(W) AD(       ) 4
 KV4067  NAD 83(1992)-  40 47 57.28865(N)    074 00 21.59811(W) AD(       ) 4
 KV4067  NAD 83(1986)-  40 47 57.29361(N)    074 00 21.59843(W) AD(       ) 4
 KV4067  NAD 27      -  40 47 56.92500(N)    074 00 23.09500(W) AD(       ) 3
 KV4067
 KV4067.Superseded values are not recommended for survey control.
 KV4067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4067.See file dsdata.txt to determine how the superseded data were derived.
 KV4067
 KV4067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8385116947(NAD 83)
 KV4067_MARKER: 90 = CHURCH SPIRE
 KV4067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4067+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004
 KV4067
 KV4067  HISTORY     - Date     Condition        Report By
 KV4067  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4067  HISTORY     - 20041128 GOOD             GEOCAC
 KV4067
 KV4067                          STATION DESCRIPTION
 KV4067
 KV4067'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4067'THE VERY SHARP SPIRE, W OF THE HUDSON RIVER, IN NORTH BERGEN ON
 KV4067'THE SW CORNER OF 33RD STREET AND PALISADE AVENUE, ATOP THE
 KV4067'WOODCLIFF COMMUNITY CHURCH, RISING FROM THE NE CORNER OF THIS
 KV4067'IRREGULARLY-SHAPED, ROUGH-GRAY STONE BUILDING.  THE SHARP SPIRE
 KV4067'RISES CENTRALLY FROM THE BLACK TAR PAPER COVERED ROOF OF THE
 KV4067'CHURCHS OCTAGONAL TOWER.
 KV4067'
 KV4067'THE STATION IS THE BASE OF THE SMALL CROSS AT THE SPIRE APEX.
 KV4067
 KV4067                          STATION RECOVERY (2004)
 KV4067
 KV4067'RECOVERY NOTE BY GEOCACHING 2004 (PR)
 KV4067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4198 ***********************************************************************
 KV4198  DESIGNATION -  N NEWARK MONO SERVICE TANK
 KV4198  PID         -  KV4198
 KV4198  STATE/COUNTY-  NJ/ESSEX
 KV4198  USGS QUAD   -  ORANGE (1981)
 KV4198
 KV4198                         *CURRENT SURVEY CONTROL
 KV4198  ___________________________________________________________________
 KV4198* NAD 83(1996)-  40 46 36.35828(N)    074 09 21.25350(W)     ADJUSTED  
 KV4198* NAVD 88     -                                                        
 KV4198  ___________________________________________________________________
 KV4198  LAPLACE CORR-           5.96  (seconds)                    DEFLEC99
 KV4198  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV4198
 KV4198  HORZ ORDER  -  THIRD
 KV4198
 KV4198.The horizontal coordinates were established by classical geodetic methods
 KV4198.and adjusted by the National Geodetic Survey in September 1999..
 KV4198
 KV4198
 KV4198.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4198
 KV4198.The geoid height was determined by GEOID03.
 KV4198
 KV4198;                    North         East     Units Scale Factor Converg.
 KV4198;SPC NJ       -   215,816.501   179,045.179   MT  0.99991038   +0 13 29.0
 KV4198;SPC NJ       -   708,057.97    587,417.39   sFT  0.99991038   +0 13 29.0
 KV4198;SPC NY L     -    67,760.868   286,838.917   MT  0.99999572   -0 06 07.1
 KV4198;SPC NY L     -   222,312.11    941,070.68   sFT  0.99999572   -0 06 07.1
 KV4198;UTM  18      - 4,514,319.163   571,229.144   MT  0.99966245   +0 33 04.7
 KV4198
 KV4198                          SUPERSEDED SURVEY CONTROL
 KV4198
 KV4198  NAD 83(1996)-  40 46 36.35806(N)    074 09 21.25371(W) AD(       ) 4
 KV4198  NAD 83(1986)-  40 46 36.35470(N)    074 09 21.25685(W) AD(       ) 4
 KV4198  NAD 27      -  40 46 35.99300(N)    074 09 22.73800(W) AD(       ) 3
 KV4198
 KV4198.Superseded values are not recommended for survey control.
 KV4198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4198.See file dsdata.txt to determine how the superseded data were derived.
 KV4198
 KV4198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7122914319(NAD 83)
 KV4198_MARKER: 53 = ELEVATED TANK
 KV4198
 KV4198  HISTORY     - Date     Condition        Report By
 KV4198  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4198  HISTORY     - 20010430 GOOD             USPSQD
 KV4198
 KV4198                          STATION DESCRIPTION
 KV4198
 KV4198'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4198'THE TANK IS ON THE W SIDE OF THE PASSAIC RIVER, IN N NEWARK, ON
 KV4198'THE W SIDE OF THE ERIE RAILROAD (NEWARK BRANCH) AND BETWEEN
 KV4198'BROADWAY AND THE PASSAIC RIVER, APPROXIMATELY 300 METERS S OF
 KV4198'THE ERIE RAILROAD (GREENWOOD LAKE DIVISION), ATOP THE 5-STORY
 KV4198'SECTION OF A RED BRICK STRUCTURE USED BY THE MONO-SERVICE
 KV4198'COMPANY.  IT IS A TANK WITH A WATER-COLUMN RUNNING FROM THE
 KV4198'ROOF.
 KV4198'
 KV4198'THE STATION IS THE CENTER OF THE WATER-COLUMN.
 KV4198
 KV4198                          STATION RECOVERY (2001)
 KV4198
 KV4198'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV4198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9234 ***********************************************************************
 AA9234  SACS        -  This is a Secondary Airport Control Station.
 AA9234  DESIGNATION -  N14 A
 AA9234  PID         -  AA9234
 AA9234  STATE/COUNTY-  NJ/BURLINGTON
 AA9234  USGS QUAD   -  MOUNT HOLLY (1981)
 AA9234
 AA9234                         *CURRENT SURVEY CONTROL
 AA9234  ___________________________________________________________________
 AA9234* NAD 83(1992)-  39 56 18.81806(N)    074 48 27.71866(W)     ADJUSTED  
 AA9234* NAVD 88     -        14.12   (meters)      46.3    (feet)  GPS OBS   
 AA9234  ___________________________________________________________________
 AA9234  X           -   1,283,325.143 (meters)                     COMP
 AA9234  Y           -  -4,725,931.195 (meters)                     COMP
 AA9234  Z           -   4,072,745.440 (meters)                     COMP
 AA9234  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AA9234  ELLIP HEIGHT-         -18.58  (meters)          (09/23/02) GPS OBS
 AA9234  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 AA9234
 AA9234  HORZ ORDER  -  FIRST
 AA9234  ELLP ORDER  -  FOURTH    CLASS II
 AA9234
 AA9234.This mark is at Flying W Airport (N14)
 AA9234
 AA9234.The horizontal coordinates were established by GPS observations
 AA9234.and adjusted by the National Geodetic Survey in April 1998..
 AA9234
 AA9234.The orthometric height was determined by GPS observations and a
 AA9234.high-resolution geoid model.
 AA9234
 AA9234.GPS derived orthometric heights for airport stations designated as
 AA9234.PACS or SACS are published to 2 decimal places.  This maintains
 AA9234.centimeter relative accuracy between the PACS and SACS.  It does
 AA9234.not indicate centimeter accuracy relative to other marks which are
 AA9234.part of the NAVD 88 network.
 AA9234
 AA9234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9234
 AA9234.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9234
 AA9234.The ellipsoidal height was determined by GPS observations
 AA9234.and is referenced to NAD 83.
 AA9234
 AA9234.The geoid height was determined by GEOID03.
 AA9234
 AA9234;                    North         East     Units Scale Factor Converg.
 AA9234;SPC NJ       -   122,738.552   123,703.415   MT  0.99990851   -0 11 51.1
 AA9234;SPC NJ       -   402,684.73    405,850.29   sFT  0.99990851   -0 11 51.1
 AA9234;UTM  18      - 4,420,955.779   516,429.409   MT  0.99960332   +0 07 24.4
 AA9234
 AA9234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9234!SPC NJ       -   1.00000291  x   0.99990851  =   0.99991142
 AA9234!UTM  18      -   1.00000291  x   0.99960332  =   0.99960623
 AA9234
 AA9234:                Primary Azimuth Mark                     Grid Az
 AA9234:SPC NJ       -  N14 C                                    178 30 41.0
 AA9234:UTM  18      -  N14 C                                    178 11 25.5
 AA9234
 AA9234|---------------------------------------------------------------------|
 AA9234| PID    Reference Object                     Distance      Geod. Az  |
 AA9234|                                                           dddmmss.s |
 AA9234| AA9232 N14 C                               APPROX. 0.5 KM 1781849.9 |
 AA9234| AB8724 FLYING W 2                          334.267 METERS 17852     |
 AA9234|---------------------------------------------------------------------|
 AA9234
 AA9234                          SUPERSEDED SURVEY CONTROL
 AA9234
 AA9234  ELLIP H (04/02/98)  -18.50   (m)                       GP(       ) 4 2
 AA9234  NAD 83(1992)-  39 56 18.81664(N)    074 48 27.71770(W) AD(       ) 1
 AA9234  ELLIP H (12/16/96)  -18.59   (m)                       GP(       ) 2 1
 AA9234  NAD 83(1993)-  39 56 18.81802(N)    074 48 27.71864(W) AD(       ) 1
 AA9234  ELLIP H (11/30/95)  -18.49   (m)                       GP(       ) 4 2
 AA9234
 AA9234.Superseded values are not recommended for survey control.
 AA9234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9234.See file dsdata.txt to determine how the superseded data were derived.
 AA9234
 AA9234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1642920956(NAD 83)
 AA9234_MARKER: I = METAL ROD
 AA9234_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9234_STAMPING: N14 A 1994
 AA9234_MARK LOGO: NGS   
 AA9234_PROJECTION: RECESSED 8 CENTIMETERS
 AA9234_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9234+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1996
 AA9234_ROD/PIPE-DEPTH: 7.0  meters
 AA9234_SLEEVE-DEPTH  : 1.0 meters
 AA9234
 AA9234  HISTORY     - Date     Condition        Report By
 AA9234  HISTORY     - 1994     MONUMENTED       NGS
 AA9234  HISTORY     - 19940825 GOOD             NGS
 AA9234  HISTORY     - 19960314 GOOD             NJGS
 AA9234  HISTORY     - 19961104 GOOD             NGS
 AA9234
 AA9234                          STATION DESCRIPTION
 AA9234
 AA9234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9234'THE STATION IS LOCATED ABOUT 17.0 MI (27.4 KM) NORTHEAST OF
 AA9234'PHILIDELPHIA, 3.0 MI (4.8 KM) SOUTH OF LUMBERTON, JUST NORTH OF
 AA9234'MEDFORD AND AT THE FLYING W AIRPORT, AT THE APROACH END OF RUNWAY 19.
 AA9234'OWNERSHIP--FINANCIAL DEVELOPMENT INVESTORS CORP.  60 FOSTERTOWN ROAD,
 AA9234'MEDFORD NJ 08055.  PHONE 609-267-7673.  MANAGER LEONARD A. LAGOCKI.
 AA9234' 
 AA9234'TO REACH THE AIRPORT FROM THE JUNCTION OF STATE ROAD 70 AND STATE
 AA9234'ROUTE 541 IN MEDFORD (TRAFFIC CIRCLE) , GO NORTH ON STATE ROAD 541 0.8
 AA9234'MI (1.3 KM) TO CHURCH ROAD.  CONTINUE AHEAD NORTH ON STATE ROAD 541
 AA9234'2.0 MI (3.2 KM) TO FOSTERTOWN ROAD.  TURN RIGHT AND GO 0.7 MI (1.1 KM)
 AA9234'ON FOSTERTOWN ROAD TO THE AIRPORT ON THE LEFT.
 AA9234' 
 AA9234'TO REACH THE STATION FROM THE CENTER OF THE EAST SIDE OF THE FLIGHT
 AA9234'OPERATIONS OFFICE, GO EAST FOR 25 M (82.0 FT) ACROSS AN APRON TO THE
 AA9234'PARALLEL TAXIWAY FOR RUNWAY 1-19, TURN LEFT AND GO NORTH ON THE
 AA9234'TAXIWAY FOR 0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT.
 AA9234' 
 AA9234'THE STATION IS LOCATED 60.9 M (199.8 FT) SOUTHWEST FROM THE CENTERLINE
 AA9234'END OF RUNWAY 19, 17.8 M (58.4 FT) EAST FROM THE CENTERLINE OF
 AA9234'PARALLEL TAXI, 20.6 M (67.6 FT) WEST FROM THE CENTERLINE OF RUNWAY.
 AA9234' 
 AA9234'DESCRIBED BY KLF.
 AA9234
 AA9234                          STATION RECOVERY (1996)
 AA9234
 AA9234'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 AA9234'RECOVERED AS DESCRIBED.
 AA9234
 AA9234                          STATION RECOVERY (1996)
 AA9234
 AA9234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9234'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9233 ***********************************************************************
 AA9233  SACS        -  This is a Secondary Airport Control Station.
 AA9233  DESIGNATION -  N14 B
 AA9233  PID         -  AA9233
 AA9233  STATE/COUNTY-  NJ/BURLINGTON
 AA9233  USGS QUAD   -  MOUNT HOLLY (1981)
 AA9233
 AA9233                         *CURRENT SURVEY CONTROL
 AA9233  ___________________________________________________________________
 AA9233* NAD 83(1992)-  39 55 48.65204(N)    074 48 26.42257(W)     ADJUSTED  
 AA9233* NAVD 88     -        11.32   (meters)      37.1    (feet)  GPS OBS   
 AA9233  ___________________________________________________________________
 AA9233  X           -   1,283,510.787 (meters)                     COMP
 AA9233  Y           -  -4,726,497.408 (meters)                     COMP
 AA9233  Z           -   4,072,030.227 (meters)                     COMP
 AA9233  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AA9233  ELLIP HEIGHT-         -21.39  (meters)          (09/23/02) GPS OBS
 AA9233  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 AA9233
 AA9233  HORZ ORDER  -  FIRST
 AA9233  ELLP ORDER  -  FOURTH    CLASS II
 AA9233
 AA9233.This mark is at Flying W Airport (N14)
 AA9233
 AA9233.The horizontal coordinates were established by GPS observations
 AA9233.and adjusted by the National Geodetic Survey in April 1998..
 AA9233
 AA9233.The orthometric height was determined by GPS observations and a
 AA9233.high-resolution geoid model.
 AA9233
 AA9233.GPS derived orthometric heights for airport stations designated as
 AA9233.PACS or SACS are published to 2 decimal places.  This maintains
 AA9233.centimeter relative accuracy between the PACS and SACS.  It does
 AA9233.not indicate centimeter accuracy relative to other marks which are
 AA9233.part of the NAVD 88 network.
 AA9233
 AA9233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9233
 AA9233.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9233
 AA9233.The ellipsoidal height was determined by GPS observations
 AA9233.and is referenced to NAD 83.
 AA9233
 AA9233.The geoid height was determined by GEOID03.
 AA9233
 AA9233;                    North         East     Units Scale Factor Converg.
 AA9233;SPC NJ       -   121,808.139   123,730.980   MT  0.99990849   -0 11 50.2
 AA9233;SPC NJ       -   399,632.20    405,940.72   sFT  0.99990849   -0 11 50.2
 AA9233;UTM  18      - 4,420,025.818   516,462.176   MT  0.99960334   +0 07 25.2
 AA9233
 AA9233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9233!SPC NJ       -   1.00000336  x   0.99990849  =   0.99991185
 AA9233!UTM  18      -   1.00000336  x   0.99960334  =   0.99960669
 AA9233
 AA9233|---------------------------------------------------------------------|
 AA9233| PID    Reference Object                     Distance      Geod. Az  |
 AA9233|                                                           dddmmss.s |
 AA9233| AB8723 FLYING W 1                            5.160 METERS 27222     |
 AA9233|---------------------------------------------------------------------|
 AA9233
 AA9233                          SUPERSEDED SURVEY CONTROL
 AA9233
 AA9233  ELLIP H (04/02/98)  -21.30   (m)                       GP(       ) 4 2
 AA9233  NAD 83(1992)-  39 55 48.65045(N)    074 48 26.42155(W) AD(       ) 1
 AA9233  ELLIP H (12/16/96)  -21.40   (m)                       GP(       ) 2 1
 AA9233  NAD 83(1993)-  39 55 48.65200(N)    074 48 26.42255(W) AD(       ) 1
 AA9233  ELLIP H (11/30/95)  -21.30   (m)                       GP(       ) 4 2
 AA9233
 AA9233.Superseded values are not recommended for survey control.
 AA9233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9233.See file dsdata.txt to determine how the superseded data were derived.
 AA9233
 AA9233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1646220026(NAD 83)
 AA9233_MARKER: I = METAL ROD
 AA9233_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9233_STAMPING: N14 B 1994
 AA9233_MARK LOGO: NGS   
 AA9233_PROJECTION: RECESSED 8 CENTIMETERS
 AA9233_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9233+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1996
 AA9233_ROD/PIPE-DEPTH: 5.8  meters
 AA9233_SLEEVE-DEPTH  : 1.0 meters
 AA9233
 AA9233  HISTORY     - Date     Condition        Report By
 AA9233  HISTORY     - 1994     MONUMENTED       NGS
 AA9233  HISTORY     - 19940825 GOOD             NGS
 AA9233  HISTORY     - 19960314 GOOD             NJGS
 AA9233  HISTORY     - 19961104 GOOD             NGS
 AA9233
 AA9233                          STATION DESCRIPTION
 AA9233
 AA9233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9233'THE STATION IS LOCATED ABOUT 17.0 MI (27.4 KM) NORTHEAST OF
 AA9233'PHILIDELPHIA, 3.0 MI (4.8 KM) SOUTH OF LUMBERTON, JUST NORTH OF
 AA9233'MEDFORD AND AT THE FLYING W AIRPORT, AT THE APROACH END OF RUNWAY 01.
 AA9233'OWNERSHIP--FINANCIAL DEVELOPMENT INVESTORS CORP.  60 FOSTERTOWN ROAD,
 AA9233'MEDFORD NJ 08055.  PHONE 609-267-7673.  MANAGER LEONARD A. LAGOCKI.
 AA9233' 
 AA9233'TO REACH THE AIRPORT FROM THE JUNCTION OF STATE ROAD 70 AND STATE
 AA9233'ROUTE 541 IN MEDFORD (TRAFFIC CIRCLE) , GO NORTH ON STATE ROAD 541 0.8
 AA9233'MI (1.3 KM) TO CHURCH ROAD.  CONTINUE AHEAD NORTH ON STATE ROAD 541
 AA9233'2.0 MI (3.2 KM) TO FOSTERTOWN ROAD.  TURN RIGHT AND GO 0.7 MI (1.1 KM)
 AA9233'ON FOSTERTOWN ROAD TO THE AIRPORT ON THE LEFT.
 AA9233' 
 AA9233'TO REACH THE STATION FROM THE CENTER OF THE EAST SIDE OF THE FLIGHT
 AA9233'OPERATIONS OFFICE, GO EAST FOR 25 M (82.0 FT) ACROSS AN APRON TO THE
 AA9233'PARALLEL TAXIWAY FOR RUNWAY 1-19, TURN RIGHT AND GO SOUTH ON THE
 AA9233'TAXIWAY FOR 0.48 KM (0.30 MI) TO THE STATION ON THE LEFT.
 AA9233' 
 AA9233'THE STATION IS LOCATED 27.4 M (89.9 FT) WEST FROM THE CENTERLINE OF
 AA9233'RUNWAY 01, 15.1 M (49.5 FT) EAST FROM THE CENTERLINE OF PARALLEL TAXI,
 AA9233'9.2 M (30.2 FT) NORTHWEST FROM A VASI LIGHT.
 AA9233' 
 AA9233'DESCRIBED BY KLF.
 AA9233
 AA9233                          STATION RECOVERY (1996)
 AA9233
 AA9233'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 AA9233'RECOVERED AS DESCRIBED.
 AA9233
 AA9233                          STATION RECOVERY (1996)
 AA9233
 AA9233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9233'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9232 ***********************************************************************
 AA9232  CBN         -  This is a Cooperative Base Network Control Station.
 AA9232  PACS        -  This is a Primary Airport Control Station.
 AA9232  DESIGNATION -  N14 C
 AA9232  PID         -  AA9232
 AA9232  STATE/COUNTY-  NJ/BURLINGTON
 AA9232  USGS QUAD   -  MOUNT HOLLY (1981)
 AA9232
 AA9232                         *CURRENT SURVEY CONTROL
 AA9232  ___________________________________________________________________
 AA9232* NAD 83(1992)-  39 56 01.76728(N)    074 48 27.06666(W)     ADJUSTED  
 AA9232* NAVD 88     -        13.93   (meters)      45.7    (feet)  GPS OBS   
 AA9232  ___________________________________________________________________
 AA9232  X           -   1,283,428.512 (meters)                     COMP
 AA9232  Y           -  -4,726,252.785 (meters)                     COMP
 AA9232  Z           -   4,072,342.088 (meters)                     COMP
 AA9232  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AA9232  ELLIP HEIGHT-         -18.77  (meters)          (09/24/01) GPS OBS
 AA9232  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 AA9232
 AA9232  HORZ ORDER  -  B
 AA9232  ELLP ORDER  -  FOURTH    CLASS I
 AA9232
 AA9232.This mark is at Flying W Airport (N14)
 AA9232
 AA9232.The horizontal coordinates were established by GPS observations
 AA9232.and adjusted by the National Geodetic Survey in March 1998..
 AA9232
 AA9232.The orthometric height was determined by GPS observations and a
 AA9232.high-resolution geoid model.
 AA9232
 AA9232.GPS derived orthometric heights for airport stations designated as
 AA9232.PACS or SACS are published to 2 decimal places.  This maintains
 AA9232.centimeter relative accuracy between the PACS and SACS.  It does
 AA9232.not indicate centimeter accuracy relative to other marks which are
 AA9232.part of the NAVD 88 network.
 AA9232
 AA9232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9232
 AA9232.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9232
 AA9232.The ellipsoidal height was determined by GPS observations
 AA9232.and is referenced to NAD 83.
 AA9232
 AA9232.The geoid height was determined by GEOID03.
 AA9232
 AA9232;                    North         East     Units Scale Factor Converg.
 AA9232;SPC NJ       -   122,212.660   123,717.082   MT  0.99990850   -0 11 50.6
 AA9232;SPC NJ       -   400,959.37    405,895.13   sFT  0.99990850   -0 11 50.6
 AA9232;UTM  18      - 4,420,430.131   516,446.017   MT  0.99960333   +0 07 24.8
 AA9232
 AA9232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9232!SPC NJ       -   1.00000294  x   0.99990850  =   0.99991144
 AA9232!UTM  18      -   1.00000294  x   0.99960333  =   0.99960627
 AA9232
 AA9232:                Primary Azimuth Mark                     Grid Az
 AA9232:SPC NJ       -  N14 B                                    178 01 55.8
 AA9232:UTM  18      -  N14 B                                    177 42 40.4
 AA9232
 AA9232|---------------------------------------------------------------------|
 AA9232| PID    Reference Object                     Distance      Geod. Az  |
 AA9232|                                                           dddmmss.s |
 AA9232| AA9233 N14 B                               404.797 METERS 1775005.2 |
 AA9232| AB8723 FLYING W 1                          404.422 METERS 1783349.0 |
 AA9232| AB8724 FLYING W 2                          191.896 METERS 35720     |
 AA9232| AA9234 N14 A                               APPROX. 0.5 KM 3581850.3 |
 AA9232|---------------------------------------------------------------------|
 AA9232
 AA9232                          SUPERSEDED SURVEY CONTROL
 AA9232
 AA9232  ELLIP H (03/24/98)  -18.69   (m)                       GP(       ) 4 1
 AA9232  NAD 83(1992)-  39 56 01.76578(N)    074 48 27.06566(W) AD(       ) 1
 AA9232  ELLIP H (12/16/96)  -18.79   (m)                       GP(       ) 2 1
 AA9232  NAD 83(1993)-  39 56 01.76724(N)    074 48 27.06664(W) AD(       ) B
 AA9232  ELLIP H (11/22/95)  -18.68   (m)                       GP(       ) 1 1
 AA9232
 AA9232.Superseded values are not recommended for survey control.
 AA9232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9232.See file dsdata.txt to determine how the superseded data were derived.
 AA9232
 AA9232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK1644620430(NAD 83)
 AA9232_MARKER: I = METAL ROD
 AA9232_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9232_STAMPING: N14 C 1994
 AA9232_MARK LOGO: NGS   
 AA9232_PROJECTION: RECESSED 1 CENTIMETERS
 AA9232_MAGNETIC: I = MARKER IS A STEEL ROD
 AA9232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9232+STABILITY: POSITION/ELEVATION WELL
 AA9232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9232+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2000
 AA9232_ROD/PIPE-DEPTH: 5.8  meters
 AA9232_SLEEVE-DEPTH  : 1 meters
 AA9232
 AA9232  HISTORY     - Date     Condition        Report By
 AA9232  HISTORY     - 1994     MONUMENTED       NGS
 AA9232  HISTORY     - 19940925 GOOD             NGS
 AA9232  HISTORY     - 19960314 GOOD             NJGS
 AA9232  HISTORY     - 19961104 GOOD             NGS
 AA9232  HISTORY     - 19961212 GOOD             NJGS
 AA9232  HISTORY     - 20001003 GOOD             NJGS
 AA9232
 AA9232                          STATION DESCRIPTION
 AA9232
 AA9232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9232'THE STATION IS LOCATED ABOUT 17.0 MI (27.4 KM) NORTHEAST OF
 AA9232'PHILIDELPHIA, 3.0 MI (4.8 KM) SOUTH OF LUMBERTON, JUST NORTH OF
 AA9232'MEDFORD AND AT THE FLYING W AIRPORT, NEAR THE CENTER OF THE AIRSTRIP.
 AA9232'OWNERSHIP--FINANCIAL DEVELOPMENT INVESTORS CORP.  60 FOSTERTOWN ROAD,
 AA9232'MEDFORD NJ 08055.  PHONE 609-267-7673.  MANAGER LEONARD A.  LAGOCKI.
 AA9232' 
 AA9232'TO REACH THE AIRPORT FROM THE JUNCTION OF STATE ROAD 70 AND STATE
 AA9232'ROUTE 541 IN MEDFORD (TRAFFIC CIRCLE) , GO NORTH ON STATE ROAD 541 0.8
 AA9232'MI (1.3 KM) TO CHURCH ROAD.  CONTINUE AHEAD NORTH ON STATE ROAD 541
 AA9232'2.0 MI (3.2 KM) TO FOSTERTOWN ROAD.  TURN RIGHT AND GO 0.7 MI (1.1 KM)
 AA9232'ON FOSTERTOWN ROAD TO THE AIRPORT ON THE LEFT.
 AA9232' 
 AA9232'TO REACH THE STATION FROM THE CENTER OF THE EAST SIDE OF THE FLIGHT
 AA9232'OPERATIONS OFFICE, GO EAST FOR 25 M (82.0 FT) ACROSS AN APRON TO A
 AA9232'PARALLEL TAXIWAY TO RUNWAY 1-19, TURN RIGHT AND GO SOUTH ON THE
 AA9232'TAXIWAY FOR 0.24 KM (0.15 MI) TO THE STATION ON THE LEFT.
 AA9232' 
 AA9232'THE STATION IS LOCATED 32.5 M (106.6 FT) SOUTH FROM THE CENTERLINE OF
 AA9232'CONNECTING TAXIWAY, 17.9 M (58.7 FT) EAST FROM THE CENTERLINE OF
 AA9232'PARALLEL TAXI, 24.7 M (81.0 FT) WEST FROM THE CENTERLINE OF RUNWAY.
 AA9232' 
 AA9232'DESCRIBED BY KLF.
 AA9232
 AA9232                          STATION RECOVERY (1996)
 AA9232
 AA9232'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 AA9232'RECOVERED AS DESCRIBED.
 AA9232
 AA9232                          STATION RECOVERY (1996)
 AA9232
 AA9232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9232'RECOVERED AS DESCRIBED.
 AA9232
 AA9232                          STATION RECOVERY (1996)
 AA9232
 AA9232'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 AA9232'RECOVERED AS DESCRIBED.
 AA9232
 AA9232                          STATION RECOVERY (2000)
 AA9232
 AA9232'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (WHP)
 AA9232'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 AA9232'   THE STATION IS 0.3 M NORTH OF A FIBERGLASS WITNESS POST.
 AA9232' 
 AA9232' 
 AA9232' 
 AA9232' 
 AA9232' 
 AA9232'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2736 ***********************************************************************
 JU2736  DESIGNATION -  NACOTE
 JU2736  PID         -  JU2736
 JU2736  STATE/COUNTY-  NJ/ATLANTIC
 JU2736  USGS QUAD   -  NEW GRETNA (1977)
 JU2736
 JU2736                         *CURRENT SURVEY CONTROL
 JU2736  ___________________________________________________________________
 JU2736* NAD 83(1996)-  39 31 55.44754(N)    074 27 40.88662(W)     ADJUSTED  
 JU2736* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 JU2736  ___________________________________________________________________
 JU2736  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 JU2736  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JU2736
 JU2736  HORZ ORDER  -  THIRD
 JU2736
 JU2736.The horizontal coordinates were established by classical geodetic methods
 JU2736.and adjusted by the National Geodetic Survey in September 1999..
 JU2736
 JU2736.The orthometric height was scaled from a topographic map.
 JU2736
 JU2736.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2736
 JU2736.The geoid height was determined by GEOID03.
 JU2736
 JU2736;                    North         East     Units Scale Factor Converg.
 JU2736;SPC NJ       -    77,565.845   153,321.923   MT  0.99990014   +0 01 28.5
 JU2736;SPC NJ       -   254,480.61    503,023.68   sFT  0.99990014   +0 01 28.5
 JU2736;UTM  18      - 4,375,962.031   546,290.801   MT  0.99962638   +0 20 34.3
 JU2736
 JU2736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2736!SPC NJ       -   1.00000486  x   0.99990014  =   0.99990500
 JU2736!UTM  18      -   1.00000486  x   0.99962638  =   0.99963124
 JU2736
 JU2736:                Primary Azimuth Mark                     Grid Az
 JU2736:SPC NJ       -  TUCKERTON RADIO TOWER                    069 11 42.2
 JU2736:UTM  18      -  TUCKERTON RADIO TOWER                    068 52 36.4
 JU2736
 JU2736|---------------------------------------------------------------------|
 JU2736| PID    Reference Object                     Distance      Geod. Az  |
 JU2736|                                                           dddmmss.s |
 JU2736| JU2721 TUCKERTON RADIO TOWER               APPROX. 8.3 KM 0691310.7 |
 JU2736| CB2319 NACOTE RM 1                          30.831 METERS 06924     |
 JU2736| CB2320 NACOTE RM 2                          29.885 METERS 24907     |
 JU2736|---------------------------------------------------------------------|
 JU2736
 JU2736                          SUPERSEDED SURVEY CONTROL
 JU2736
 JU2736  NAD 83(1986)-  39 31 55.44054(N)    074 27 40.88060(W) AD(       ) 3
 JU2736  NAD 27      -  39 31 55.01900(N)    074 27 42.34200(W) AD(       ) 3
 JU2736
 JU2736.Superseded values are not recommended for survey control.
 JU2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2736.See file dsdata.txt to determine how the superseded data were derived.
 JU2736
 JU2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4629175962(NAD 83)
 JU2736_MARKER: DS = TRIANGULATION STATION DISK
 JU2736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2736
 JU2736  HISTORY     - Date     Condition        Report By
 JU2736  HISTORY     - 1935     MONUMENTED       CGS
 JU2736  HISTORY     - 1962     GOOD             CGS
 JU2736
 JU2736                          STATION DESCRIPTION
 JU2736
 JU2736'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2736'STATION IS LOCATED 161.7 METERS TO THE NE OF THE CENTER LINE OF
 JU2736'U.S. HIGHWAY 9 (N.J. 4) AND ABOUT 300 METERS TO THE SE OF BRIDGE
 JU2736'OVER NACOTE CREEK IN THE MARSH 22 METERS FROM THE TREE LINE.
 JU2736'
 JU2736'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2736'CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2736'
 JU2736'REFERENCE MARK NO. 1 IS NE OF THE STATION AND REFERENCE MARK
 JU2736'NO. 2 IS TO THE SW.  ALL MARKS ARE PRACTICALLY IN LINE WITH
 JU2736'TUCKERTON RADIO MAST.  REFERENCE MARK NO. 1 IS 45.4 METERS FROM
 JU2736'EDGE OF WOODS AND REFERENCE MARK NO. 2 IS 12.2 METERS FROM EDGE
 JU2736'OF WOODS.  REFERENCE MARK NO. 2 IS 127.4 METERS FROM THE GUARD
 JU2736'RAIL ON THE EASTERN SIDE OF THE HIGHWAY.  ALL MARKS ARE IN
 JU2736'ACCORDANCE WITH THE ABOVE NOTES EXCEPT MONUMENTS WERE FASTENED
 JU2736'TO THE TOPS OF 2X4 PILES DRIVEN INTO THE GROUND.  ALL DISKS
 JU2736'STAMPED NACOTE 1935.  REFERENCE MARKS STAMPED NO. 1 AND NO. 2
 JU2736'RESPECTIVELY.
 JU2736'
 JU2736'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 JU2736
 JU2736                          STATION RECOVERY (1962)
 JU2736
 JU2736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2736'STATION MARK, RM 1 AND RM 2 WERE RECOVERED IN GOOD
 JU2736'CONDITION.  QUADRANGLE SHEET SHOWS THE STATION TO BE IN ATLANTIC
 JU2736'COUNTY RATHER THAN OCEAN.
 JU2736'
 JU2736'THE STATION MARK PROJECTS 10 INCHES AND IS 80 FEET NORTHEAST
 JU2736'OF THE TREE LINE.  IT IS MOST EASILY REACHED FROM THE BRIDGE OVER
 JU2736'NACOTE CREEK ON ROUTE 9 BY GOING SOUTH ON 9 TO THE FIRST HOUSE
 JU2736'ON THE LEFT, AT THE FAR SIDE OF THE MARSH.  WALK UP THE DRIVE
 JU2736'ON THE NORTHWEST SIDE OF THE PROPERTY TO THE FENCE AT THE LINE
 JU2736'OF TREES, TURN LEFT INTO THE MARSH ABOUT 30 FEET, IN
 JU2736'PROLONGATION OF THE FENCE LINE AND RM 2 IS 20 FEET TOWARD THE
 JU2736'HIGHWAY, THE STATION ABOUT 80 FEET THE OPPOSITE WAY.  BOTH
 JU2736'REFERENCE MARKS PROJECT ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3356 ***********************************************************************
 JU3356  DESIGNATION -  NANTUXENT
 JU3356  PID         -  JU3356
 JU3356  STATE/COUNTY-  NJ/CUMBERLAND
 JU3356  USGS QUAD   -  CEDARVILLE (1992)
 JU3356
 JU3356                         *CURRENT SURVEY CONTROL
 JU3356  ___________________________________________________________________
 JU3356* NAD 83(1996)-  39 16 29.93590(N)    075 14 34.58434(W)     ADJUSTED  
 JU3356* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3356  ___________________________________________________________________
 JU3356  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 JU3356  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JU3356
 JU3356  HORZ ORDER  -  SECOND
 JU3356
 JU3356.The horizontal coordinates were established by classical geodetic methods
 JU3356.and adjusted by the National Geodetic Survey in September 1999..
 JU3356
 JU3356.The orthometric height was scaled from a topographic map.
 JU3356
 JU3356.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3356
 JU3356.The geoid height was determined by GEOID03.
 JU3356
 JU3356;                    North         East     Units Scale Factor Converg.
 JU3356;SPC NJ       -    49,288.515    85,897.674   MT  0.99995058   -0 28 13.2
 JU3356;SPC NJ       -   161,707.40    281,815.95   sFT  0.99995058   -0 28 13.2
 JU3356;SPC DE       -   141,547.648   214,990.813   MT  0.99999777   +0 06 35.9
 JU3356;SPC DE       -   464,394.24    705,349.03   sFT  0.99999777   +0 06 35.9
 JU3356;UTM  18      - 4,347,320.498   479,045.047   MT  0.99960541   -0 09 13.7
 JU3356
 JU3356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3356!SPC NJ       -   1.00000526  x   0.99995058  =   0.99995584
 JU3356!SPC DE       -   1.00000526  x   0.99999777  =   1.00000303
 JU3356!UTM  18      -   1.00000526  x   0.99960541  =   0.99961067
 JU3356
 JU3356|---------------------------------------------------------------------|
 JU3356| PID    Reference Object                     Distance      Geod. Az  |
 JU3356|                                                           dddmmss.s |
 JU3356| CB2323 NANTUXENT RM 2                       36.756 METERS 08722     |
 JU3356| JU3372 CROSS LEDGE SHOAL OLD LIGHTHSE      APPROX.12.4 KM 1772723.2 |
 JU3356| JU3375 ELBOW OF CROSS LEDGE LIGHT          APPROX.10.5 KM 1920443.0 |
 JU3356| CB2322 NANTUXENT RM 1                       45.187 METERS 35920     |
 JU3356|---------------------------------------------------------------------|
 JU3356
 JU3356                          SUPERSEDED SURVEY CONTROL
 JU3356
 JU3356  NAD 83(1991)-  39 16 29.93247(N)    075 14 34.58488(W) AD(       ) 2
 JU3356  NAD 83(1986)-  39 16 29.92674(N)    075 14 34.59156(W) AD(       ) 2
 JU3356  NAD 27      -  39 16 29.51500(N)    075 14 35.90600(W) AD(       ) 2
 JU3356
 JU3356.Superseded values are not recommended for survey control.
 JU3356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3356.See file dsdata.txt to determine how the superseded data were derived.
 JU3356
 JU3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7904547320(NAD 83)
 JU3356_MARKER: DS = TRIANGULATION STATION DISK
 JU3356_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU3356_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU3356
 JU3356  HISTORY     - Date     Condition        Report By
 JU3356  HISTORY     - 1933     MONUMENTED       CGS
 JU3356  HISTORY     - 1942     SEE DESCRIPTION  LOCSUR
 JU3356  HISTORY     - 1970     MARK NOT FOUND   NGS
 JU3356
 JU3356                          STATION DESCRIPTION
 JU3356
 JU3356'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3356'ON NANTUXENT POINT ON THE E SHORE OF THE DELAWARE BAY, ABOUT
 JU3356'440 YARDS SE OF THE ENTRANCE TO NANTUXENT COVE.  IN THE GRASS
 JU3356'24 FEET NE OF THE HIGH WATER LINE.  MARK SET IN THE TOP OF A
 JU3356'CEMENT FILLED TILE 8 INCHES IN DIAMETER, AND PROJECTING 10 INCHES.
 JU3356'
 JU3356'STATION MARK IS A STANDARD BRONZE DISK IN A TILE.
 JU3356'UNDERGROUND MARK IS A BLOCK OF CONCRETE BELOW THE
 JU3356'GROUND CONTAINING A STANDARD DISK.
 JU3356'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD BRONZE DISKS SET
 JU3356'IN CONCRETE IN THE TOP OF A TILE.
 JU3356'
 JU3356'REFERENCE MARK NO.1 IS N OF THE STATION, IN THE GRASS AND
 JU3356'MARSH WHICH IS COVERED AT HIGH TIDE.  THE MARK IS SIMILAR TO
 JU3356'THE STATION MARK AND PROJECTS 6 INCHES.
 JU3356'
 JU3356'REFERENCE MARK NO.2 IS E OF THE STATION IN THE GRASS.  THE
 JU3356'MARK IS SIMILAR TO THE STATION MARK AND PROJECTS 10 INCHES.
 JU3356
 JU3356                          STATION RECOVERY (1942)
 JU3356
 JU3356'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1942 (JHB)
 JU3356'STATION RECOVERED BY THE NEW JERSEY DIVISION OF SHELL FISHERIES.
 JU3356'
 JU3356'MARK RECOVERED.  SURFACE MARK FOUND LYING ON ITS
 JU3356'SIDE.  UNDERGROUND MARK FOUND AND USED AT THIS
 JU3356'OCCUPATION.  REFERENCE MARKS WERE NOT LOOKED FOR.  THERE HAS
 JU3356'BEEN A CONSIDERABLE WASH OF THE SHORE AT THIS POINT, AS MARK IS
 JU3356'NOW AT HIGH-WATER MARK.  IN THE DESCRIPTION OF 1933, IT SET 24
 JU3356'FEET FROM MEAN HIGH-WATER LINE.
 JU3356
 JU3356                          STATION RECOVERY (1970)
 JU3356
 JU3356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU3356'LOST.  THE STATION MARK AND RMS WERE SEARCHED FOR, BUT NOTHING
 JU3356'WAS FOUND.
 JU3356'
 JU3356'ALL MARKS ARE BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3000 ***********************************************************************
 JU3000  DESIGNATION -  NARDY
 JU3000  PID         -  JU3000
 JU3000  STATE/COUNTY-  NJ/ATLANTIC
 JU3000  USGS QUAD   -  NEWTONVILLE (1972)
 JU3000
 JU3000                         *CURRENT SURVEY CONTROL
 JU3000  ___________________________________________________________________
 JU3000* NAD 83(1996)-  39 33 40.85614(N)    074 48 55.83486(W)     ADJUSTED  
 JU3000* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 JU3000  ___________________________________________________________________
 JU3000  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 JU3000  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JU3000
 JU3000  HORZ ORDER  -  FIRST
 JU3000
 JU3000.The horizontal coordinates were established by classical geodetic methods
 JU3000.and adjusted by the National Geodetic Survey in September 1999..
 JU3000
 JU3000.The orthometric height was scaled from a topographic map.
 JU3000
 JU3000.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3000
 JU3000.The geoid height was determined by GEOID03.
 JU3000
 JU3000;                    North         East     Units Scale Factor Converg.
 JU3000;SPC NJ       -    80,863.208   122,888.492   MT  0.99990905   -0 12 03.4
 JU3000;SPC NJ       -   265,298.71    403,176.66   sFT  0.99990905   -0 12 03.4
 JU3000;UTM  18      - 4,379,089.338   515,848.347   MT  0.99960309   +0 07 03.0
 JU3000
 JU3000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3000!SPC NJ       -   1.00000156  x   0.99990905  =   0.99991061
 JU3000!UTM  18      -   1.00000156  x   0.99960309  =   0.99960465
 JU3000
 JU3000:                Primary Azimuth Mark                     Grid Az
 JU3000:SPC NJ       -  HAMMONTON STANDPIPE                      003 56 24.4
 JU3000:UTM  18      -  HAMMONTON STANDPIPE                      003 37 18.0
 JU3000
 JU3000|---------------------------------------------------------------------|
 JU3000| PID    Reference Object                     Distance      Geod. Az  |
 JU3000|                                                           dddmmss.s |
 JU3000| JU2998 HAMMONTON STANDPIPE                 APPROX. 7.7 KM 0034421.0 |
 JU3000| CB2324 NARDY AZ MK                                        1545540.0 |
 JU3000| CB2325 NARDY RM 1                           52.959 METERS 19143     |
 JU3000| JU2973 RICHLAND RESET                      APPROX. 8.7 KM 2015051.7 |
 JU3000| JU2999 NARDY RM 3                           64.209 METERS 20400     |
 JU3000| CB2327 NARDY RM 4                                         24310     |
 JU3000| JU3003 LANDISVILLE WATER TANK BLACK        APPROX.11.1 KM 2485340.0 |
 JU3000| JU3004 LANDISVILLE WATER TANK SILVER       APPROX.10.6 KM 2503809.0 |
 JU3000| CB2326 NARDY RM 2                           33.824 METERS 25604     |
 JU3000|---------------------------------------------------------------------|
 JU3000
 JU3000                          SUPERSEDED SURVEY CONTROL
 JU3000
 JU3000  NAD 83(1991)-  39 33 40.83982(N)    074 48 55.83349(W) AD(       ) 1
 JU3000  NAD 83(1986)-  39 33 40.83751(N)    074 48 55.83141(W) AD(       ) 1
 JU3000  NAD 27      -  39 33 40.41800(N)    074 48 57.24500(W) AD(       ) 1
 JU3000
 JU3000.Superseded values are not recommended for survey control.
 JU3000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3000.See file dsdata.txt to determine how the superseded data were derived.
 JU3000
 JU3000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1584879089(NAD 83)
 JU3000_MARKER: DS = TRIANGULATION STATION DISK
 JU3000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3000
 JU3000  HISTORY     - Date     Condition        Report By
 JU3000  HISTORY     - 1935     MONUMENTED       CGS
 JU3000  HISTORY     - 1953     MARK NOT FOUND   USGS
 JU3000  HISTORY     - 1960     MARK NOT FOUND   CGS
 JU3000
 JU3000                          STATION DESCRIPTION
 JU3000
 JU3000'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU3000'THE STATION IS 5 MILES, AIRLINE, SOUTH-SOUTHWEST OF HAMMONTON,
 JU3000'ON THE PROPERTY OF F.J. NARDY WHOSE FILLING STATION IS ABOUT
 JU3000'0.35 MILE NORTH, ON THE EASTERN SIDE OF STATE HIGHWAY 42 (THE
 JU3000'BLACKHORSE PIKE), ON TOP OF A DEEP CUT, NEAR THE CENTER OF THE
 JU3000'CUT, ABOUT 40 PACES NORTH-NORTHEAST OF CABLE-LINE POLE
 JU3000'NO. BT-10-408, ABOUT 30 PACES SOUTHEAST OF CABLE-LINE POLE
 JU3000'NO. BT-10-407, AND 4 PACES EAST OF THE TOP EDGE OF A HIGHWAY
 JU3000'CUT.  THE LAND IS COVERED WITH BRUSH.  THE MARK PROJECTS 4
 JU3000'INCHES AND IS STAMPED NARDY 1935.  NOTES 1A AND 7A.
 JU3000'
 JU3000'TO REACH THE STATION FROM THE RAILROAD STATION IN VINELAND, GO
 JU3000'EAST ON LANDIS AVENUE FOR 1.4 MILES TO MAIN ROAD, TURN LEFT
 JU3000'(NORTH) ON MAIN ROAD FOR 2.0 MILES TO WHEAT ROAD, TURN RIGHT
 JU3000'(EAST) ON WHEAT ROAD, FOR 3.6 MILES TO ALBERT M. PARVINS SERVICE
 JU3000'STATION AND STORE IN BUENA, WHICH IS ON STATE HIGHWAY 48 AND
 JU3000'U.S. HIGHWAY 40.  FOLLOW A MACADAM ROAD WHICH LEADS NORTHEAST
 JU3000'FROM U.S. HIGHWAY 40 AND STATE HIGHWAY 48 ALONG THE NORTHWEST
 JU3000'SIDE OF MR. PARVINS STORE (THIS IS TWELTH STREET), FOLLOW
 JU3000'TWELTH STREET FOR 6.7 MILES TO ITS JUNCTION WITH STATE HIGHWAY
 JU3000'42 (THE BLACKHORSE PIKE), TURN RIGHT ON STATE HIGHWAY 42
 JU3000'SOUTHWARD FOR 2.4 MILES TO HOSPITALITY BRANCH, CONTINUE AHEAD
 JU3000'FOR 0.3 MILE TO NARDYS HALF WAY INN ON THE LEFT, CONTINUE
 JU3000'AHEAD FOR 0.35 MILE TO A DEEP CUT IN THE HIGHWAY AND THE
 JU3000'STATION ON THE LEFT (EAST).
 JU3000'
 JU3000'REFERENCE MARK NO. 1 IS 173.75 FEET SOUTHWEST OF THE STATION
 JU3000'ACROSS STATE HIGHWAY 42 FROM THE STATION, ON THE SOUTH SLOPE OF
 JU3000'A CUT, 1 PACE WEST OF THE TOP EDGE OF A CUT, 18 PACES
 JU3000'SOUTH-SOUTHWEST OF CABLE-LINE POLE NO. BT-10-408.  THE MARK
 JU3000'PROJECTS 6 INCHES AND IS STAMPED NARDY NO 1 1935.  NOTE 11A.
 JU3000'
 JU3000'REFERENCE MARK NO. 2 IS 110.97 FEET WEST OF THE STATION ACROSS
 JU3000'STATE HIGHWAY 42 FROM THE STATION, 10 PACES SOUTHWEST OF
 JU3000'CABLE-LINE POLE NO. BT-10-407, AND 1 PACE WEST OF THE TOP EDGE
 JU3000'OF A CUT.  THE MARK PROJECTS 6 INCHES AND IS STAMPED NARDY NO 2
 JU3000'1935.  NOTE 11A.
 JU3000'
 JU3000'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 JU3000
 JU3000                          STATION RECOVERY (1953)
 JU3000
 JU3000'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 JU3000'STATION DESTROYED DUE TO QUARRYING OPERATIONS.
 JU3000
 JU3000                          STATION RECOVERY (1960)
 JU3000
 JU3000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GRF)
 JU3000'STATION IS LOST, EMBANKMENT WHERE IT WAS LOCATED HAS BEEN CUT
 JU3000'DOWN TO THE LEVEL OF THE ROAD A DISTANCE OF APPROXIMATELY 20 FEET.
 JU3000'
 JU3000'R.M. NO. 1 AND R.M. NO. 2 WERE RECOVERED IN GOOD CONDITION BUT
 JU3000'DUE TO ROAD CONSTRUCTION HAD TO BE MOVED.  THE AZIMUTH MARK WAS
 JU3000'IN THE WAY OF CONSTRUCTION AND BEING OF NO FURTHER VALUE WAS
 JU3000'DESTROYED.
 JU3000'
 JU3000'TWO NEW REFERENCE MARKS WERE ESTABLISHED.  R.M. NO. 3 AND
 JU3000'R.M. NO. 4 WERE OFFSET FROM R.M. 1 AND R.M. 2 USING THE AZIMUTH
 JU3000'BETWEEN R.M. 1 AND R.M. 2 FOR DIRECTION.  THE DISTANCE AND
 JU3000'DIRECTION OF R.M. NO. 3 AND R.M. NO. 4 FROM THE ORIGINAL STATION
 JU3000'WERE COMPUTED.
 JU3000'
 JU3000'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 322 AND
 JU3000'STATE ROUTE 54 WHICH IS 4.5 MILES WEST OF THE HAMMONTON RAILROAD
 JU3000'STATION, GO SOUTH ON U.S. HIGHWAY 322 FOR 4.45 MILES TO A WOODED
 JU3000'AREA OPPOSITE AN ABANDONED ROADSIDE STAND AT A SLIGHT RISE IN
 JU3000'THE HIGHWAY.  THE REFERENCE MARKS ARE ON THE RIGHT SIDE
 JU3000'(WESTERLY) OF THE HIGHWAY.
 JU3000'
 JU3000'REFERENCE MARK NO. 3 IS 110 FEET WEST OF THE CENTERLINE OF THE
 JU3000'HIGHWAY, 77 FEET SOUTHWEST OF TELEPHONE POLE NO. 10-409.  IT
 JU3000'IS A STANDARD REFERENCE MARK DISK STAMPED NARDY NO 3 1935 SET
 JU3000'IN A CONCRETE POST FLUSH WITH THE GROUND.
 JU3000'
 JU3000'REFERENCE MARK NO. 4 IS 127 FEET WEST OF THE CENTERLINE OF THE
 JU3000'HIGHWAY, 97 FEET WEST OF TELEPHONE POLE NO. 10-408 IN A WOODED
 JU3000'AREA WITH TREES ABOUT 35 TO 40 FEET IN HEIGHT.  IT IS A STANDARD
 JU3000'REFERENCE MARK DISK STAMPED NARDY NO 4 1935 SET IN A CONCRETE
 JU3000'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2999 ***********************************************************************
 JU2999  DESIGNATION -  NARDY RM 3
 JU2999  PID         -  JU2999
 JU2999  STATE/COUNTY-  NJ/ATLANTIC
 JU2999  USGS QUAD   -  NEWTONVILLE (1972)
 JU2999
 JU2999                         *CURRENT SURVEY CONTROL
 JU2999  ___________________________________________________________________
 JU2999* NAD 83(1996)-  39 33 38.95412(N)    074 48 56.92870(W)     ADJUSTED  
 JU2999* NAVD 88     -        25.3    (meters)      83.     (feet)  GPS OBS   
 JU2999  ___________________________________________________________________
 JU2999  X           -   1,289,682.207 (meters)                     COMP
 JU2999  Y           -  -4,752,002.337 (meters)                     COMP
 JU2999  Z           -   4,040,506.478 (meters)                     COMP
 JU2999  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 JU2999  ELLIP HEIGHT-          -8.27  (meters)          (10/23/02) GPS OBS
 JU2999  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JU2999
 JU2999  HORZ ORDER  -  FIRST
 JU2999  ELLP ORDER  -  FOURTH    CLASS I
 JU2999
 JU2999.The horizontal coordinates were established by GPS observations
 JU2999.and adjusted by the National Geodetic Survey in May 1999..
 JU2999
 JU2999.The orthometric height was determined by GPS observations and a
 JU2999.high-resolution geoid model.
 JU2999
 JU2999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2999
 JU2999.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2999
 JU2999.The ellipsoidal height was determined by GPS observations
 JU2999.and is referenced to NAD 83.
 JU2999
 JU2999.The geoid height was determined by GEOID03.
 JU2999
 JU2999;                    North         East     Units Scale Factor Converg.
 JU2999;SPC NJ       -    80,804.646   122,862.177   MT  0.99990906   -0 12 04.1
 JU2999;SPC NJ       -   265,106.58    403,090.33   sFT  0.99990906   -0 12 04.1
 JU2999;UTM  18      - 4,379,030.648   515,822.365   MT  0.99960308   +0 07 02.3
 JU2999
 JU2999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2999!SPC NJ       -   1.00000130  x   0.99990906  =   0.99991036
 JU2999!UTM  18      -   1.00000130  x   0.99960308  =   0.99960438
 JU2999
 JU2999                          SUPERSEDED SURVEY CONTROL
 JU2999
 JU2999  ELLIP H (05/14/99)   -8.29   (m)                       GP(       ) 4 1
 JU2999  NAD 83(1992)-  39 33 38.94422(N)    074 48 56.92799(W) AD(       ) 1
 JU2999  NAD 83(1991)-  39 33 38.93758(N)    074 48 56.92748(W) AD(       ) 2
 JU2999  NAD 83(1986)-  39 33 38.93528(N)    074 48 56.92538(W) AD(       ) 2
 JU2999  NAD 27      -  39 33 38.51600(N)    074 48 58.33900(W) AD(       ) 2
 JU2999
 JU2999.Superseded values are not recommended for survey control.
 JU2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2999.See file dsdata.txt to determine how the superseded data were derived.
 JU2999
 JU2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1582279031(NAD 83)
 JU2999_MARKER: DR = REFERENCE MARK DISK
 JU2999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2999_SP_SET: CONCRETE POST
 JU2999_STAMPING: NARDY NO 3 1935
 JU2999_MARK LOGO: CGS   
 JU2999_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2999+STABILITY: SURFACE MOTION
 JU2999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2999+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2003
 JU2999
 JU2999  HISTORY     - Date     Condition        Report By
 JU2999  HISTORY     - 1960     MONUMENTED       CGS
 JU2999  HISTORY     - 1960     GOOD             CGS
 JU2999  HISTORY     - 19930602 GOOD             NJGS
 JU2999  HISTORY     - 20031014 GOOD             INDIV
 JU2999
 JU2999                          STATION DESCRIPTION
 JU2999
 JU2999'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JU2999'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 322 AND
 JU2999'STATE ROUTE 54 WHICH IS 4.5 MILES WEST OF THE HAMMONTON RAILROAD
 JU2999'STATION, GO SOUTH ON U.S. HIGHWAY 322 FOR 4.45 MILES TO A WOODED
 JU2999'AREA OPPOSITE AN ABANDONED ROADSIDE STAND AT A SLIGHT RISE IN
 JU2999'THE HIGHWAY.  THE REFERENCE MARKS ARE ON THE RIGHT SIDE
 JU2999'(WESTERLY) OF THE HIGHWAY.
 JU2999'
 JU2999'REFERENCE MARK NO. 3 IS 110 FEET WEST OF THE CENTERLINE OF THE
 JU2999'HIGHWAY, 77 FEET SOUTHWEST OF TELEPHONE POLE NO. 10-409.  IT
 JU2999'IS A STANDARD REFERENCE MARK DISK STAMPED NARDY NO 3 1935 SET
 JU2999'IN A CONCRETE POST FLUSH WITH THE GROUND.
 JU2999
 JU2999                          STATION RECOVERY (1960)
 JU2999
 JU2999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JU2999'RECOVERED IN GOOD CONDITION.
 JU2999
 JU2999                          STATION RECOVERY (1993)
 JU2999
 JU2999'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 JU2999'THE STATION IS LOCATED IN HAMILTON TOWNSHIP ON THE WEST SIDE OF U.S.
 JU2999'HIGHWAY 322.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 JU2999'HIGHWAY 322 AND STATE HIGHWAY 54, GO EAST ON U.S. HIGHWAY 322 FOR
 JU2999'3.15 MI (5.07 KM) TO THE STATION ON THE RIGHT, SET FLUSH WITH THE
 JU2999'GROUND ON TOP OF A SLOPE EMBANKMENT.  THE STATION IS 20.2 M
 JU2999'(66.3 FT) WEST FROM THE WEST EDGE OF THE EASTBOUND LANES OF U.S.
 JU2999'HIGHWAY 322, 31.6 M (103.7 FT) WEST FROM THE CENTERLINE OF U.S.
 JU2999'HIGHWAY 322, 21.5 M (70.5 FT) NORTHWEST FROM POLE NUMBER 409, 0.3 M
 JU2999'(1.0 FT) WEST FROM AN ORANGE CARSONITE WITNESS POST, 35.9 M
 JU2999'(117.8 FT) SOUTH FROM AND NORMAL TO POLE NUMBER 408, 9.8 M (32.2 FT)
 JU2999'NORTH FROM AND NORMAL TO POLE NUMBER 409 AND 43.0 M (141.1 FT) SOUTH
 JU2999'FROM AND NORMAL TO UNDERGROUND CABLE WITNESS POST NUMBER M291.
 JU2999'REFERENCE MARK NUMBER 4 WAS ALSO RECOVERED AT THIS TIME.  NO
 JU2999'MEASUREMENTS WERE MADE TO VERIFY ITS LOCATION.
 JU2999
 JU2999                          STATION RECOVERY (2003)
 JU2999
 JU2999'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BDT)
 JU2999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2538 ***********************************************************************
 JU2538  DESIGNATION -  NASSAU
 JU2538  PID         -  JU2538
 JU2538  STATE/COUNTY-  NJ/SALEM
 JU2538  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2538
 JU2538                         *CURRENT SURVEY CONTROL
 JU2538  ___________________________________________________________________
 JU2538* NAD 83(1996)-  39 38 43.51561(N)    075 32 31.06450(W)     ADJUSTED  
 JU2538* NAVD 88     -         2.     (meters)       7.     (feet)  VERTCON   
 JU2538  ___________________________________________________________________
 JU2538  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 JU2538  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JU2538
 JU2538  HORZ ORDER  -  THIRD
 JU2538
 JU2538.The horizontal coordinates were established by classical geodetic methods
 JU2538.and adjusted by the National Geodetic Survey in September 1999..
 JU2538.No horizontal observational check was made to the station.
 JU2538
 JU2538.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2538
 JU2538.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2538
 JU2538.The geoid height was determined by GEOID03.
 JU2538
 JU2538;                    North         East     Units Scale Factor Converg.
 JU2538;SPC NJ       -    90,667.854    60,572.322   MT  0.99999843   -0 39 53.5
 JU2538;SPC NJ       -   297,466.12    198,727.69   sFT  0.99999843   -0 39 53.5
 JU2538;SPC DE       -   182,668.259   189,245.434   MT  0.99999642   -0 04 47.8
 JU2538;SPC DE       -   599,304.11    620,882.73   sFT  0.99999642   -0 04 47.8
 JU2538;UTM  18      - 4,388,543.946   453,499.734   MT  0.99962662   -0 20 44.9
 JU2538
 JU2538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2538!SPC NJ       -   1.00000485  x   0.99999843  =   1.00000328
 JU2538!SPC DE       -   1.00000485  x   0.99999642  =   1.00000127
 JU2538!UTM  18      -   1.00000485  x   0.99962662  =   0.99963147
 JU2538
 JU2538                          SUPERSEDED SURVEY CONTROL
 JU2538
 JU2538  NAD 83(1991)-  39 38 43.51561(N)    075 32 31.06450(W) AD(       ) 3
 JU2538  NAD 83(1986)-  39 38 43.50930(N)    075 32 31.07189(W) AD(       ) 3
 JU2538  NGVD 29 (06/08/88)    3.     (m)           10.     (f) VERT ANG       
 JU2538
 JU2538.Superseded values are not recommended for survey control.
 JU2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2538.See file dsdata.txt to determine how the superseded data were derived.
 JU2538
 JU2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5350088544(NAD 83)
 JU2538_MARKER: DD = SURVEY DISK
 JU2538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU2538_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JU2538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2538+STABILITY: SURFACE MOTION
 JU2538
 JU2538  HISTORY     - Date     Condition        Report By
 JU2538  HISTORY     - 1984     MONUMENTED       NOS
 JU2538
 JU2538                          STATION DESCRIPTION
 JU2538
 JU2538'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2538'THE STATION IS LOCATED IN PENNSVILLE TOWNSHIP, IN THE TOWN OF
 JU2538'PENNS BEACH, AT KELLY POINT.
 JU2538'
 JU2538'TO REACH THE STATION FROM THE JUNCTION OF NJ 49 AND FORT MOTT
 JU2538'ROAD IN PENNS BEACH, GO WEST ON KANSAS ROAD TO THE SHORELINE
 JU2538'AND ITS JUNCTION WITH RIVIERA DRIVE.  TURN LEFT ON RIVIERA
 JU2538'DRIVE AND GO SOUTHWEST FOR 0.8 KM (0.5
 JU2538'MILE) TO A PARKING LOT ON THE PROMINENT BULKHEADED POINT
 JU2538'KNOWN AS KELLY POINT.
 JU2538'
 JU2538'THE STATION IS A STANDARD NOS DISK STAMPED---NASSAU 1983---,
 JU2538'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 JU2538'FLUSH WITH GROUND.  THE STATION WAS REPORTED DESTROYED IN
 JU2538'AUTUMN 1983.
 JU2538'
 JU2538'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.63 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5437 ***********************************************************************
 KV5437  DESIGNATION -  NAT
 KV5437  PID         -  KV5437
 KV5437  STATE/COUNTY-  NJ/MIDDLESEX
 KV5437  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5437
 KV5437                         *CURRENT SURVEY CONTROL
 KV5437  ___________________________________________________________________
 KV5437* NAD 83(1996)-  40 27 49.21446(N)    074 23 07.09135(W)     ADJUSTED  
 KV5437* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5437  ___________________________________________________________________
 KV5437  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 KV5437  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KV5437
 KV5437  HORZ ORDER  -  THIRD
 KV5437
 KV5437.The horizontal coordinates were established by classical geodetic methods
 KV5437.and adjusted by the National Geodetic Survey in September 1999..
 KV5437
 KV5437.The orthometric height was scaled from a topographic map.
 KV5437
 KV5437.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5437
 KV5437.The geoid height was determined by GEOID03.
 KV5437
 KV5437;                    North         East     Units Scale Factor Converg.
 KV5437;SPC NJ       -   181,001.149   159,726.866   MT  0.99990116   +0 04 28.0
 KV5437;SPC NJ       -   593,834.60    524,037.23   sFT  0.99990116   +0 04 28.0
 KV5437;SPC NY L     -    33,052.700   267,320.634   MT  1.00001751   -0 15 07.3
 KV5437;SPC NY L     -   108,440.40    877,034.45   sFT  1.00001751   -0 15 07.3
 KV5437;UTM  18      - 4,479,403.619   552,113.881   MT  0.99963343   +0 23 56.1
 KV5437
 KV5437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5437!SPC NJ       -   1.00000487  x   0.99990116  =   0.99990603
 KV5437!SPC NY L     -   1.00000487  x   1.00001751  =   1.00002238
 KV5437!UTM  18      -   1.00000487  x   0.99963343  =   0.99963829
 KV5437
 KV5437:                Primary Azimuth Mark                     Grid Az
 KV5437:SPC NJ       -  SOUTH R ST PETER PAUL CATH CH            149 49 31.2
 KV5437:SPC NY L     -  SOUTH R ST PETER PAUL CATH CH            150 09 06.5
 KV5437:UTM  18      -  SOUTH R ST PETER PAUL CATH CH            149 30 03.1
 KV5437
 KV5437|---------------------------------------------------------------------|
 KV5437| PID    Reference Object                     Distance      Geod. Az  |
 KV5437|                                                           dddmmss.s |
 KV5437| KV5345 SOUTH R ST PETER PAUL CATH CH       APPROX. 2.5 KM 1495359.2 |
 KV5437| KV5440 MAX                                 APPROX. 0.8 KM 2283616.7 |
 KV5437| CB5390 NAT RM 1                             22.574 METERS 25507     |
 KV5437| CB5391 NAT RM 2                              6.976 METERS 35211     |
 KV5437|---------------------------------------------------------------------|
 KV5437
 KV5437                          SUPERSEDED SURVEY CONTROL
 KV5437
 KV5437  NAD 83(1996)-  40 27 49.21389(N)    074 23 07.09269(W) AD(       ) 3
 KV5437  NAD 83(1986)-  40 27 49.21516(N)    074 23 07.09274(W) AD(       ) 3
 KV5437  NAD 27      -  40 27 48.83600(N)    074 23 08.55400(W) AD(       ) 3
 KV5437
 KV5437.Superseded values are not recommended for survey control.
 KV5437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5437.See file dsdata.txt to determine how the superseded data were derived.
 KV5437
 KV5437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5211479404(NAD 83)
 KV5437_MARKER: Z = SEE DESCRIPTION
 KV5437_SETTING: 0 = UNSPECIFIED SETTING
 KV5437
 KV5437  HISTORY     - Date     Condition        Report By
 KV5437  HISTORY     - 1932     MONUMENTED       CGS
 KV5437
 KV5437                          STATION DESCRIPTION
 KV5437
 KV5437'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5437'STATION IS S OF THE RARITAN RIVER AND JUST W OF S
 KV5437'RIVER.  APPROXIMATELY 1/2 MILE NW OF THE TOWN OF S RIVER IN THE
 KV5437'SCRAP-YARD OF THE NATIONAL FIRE-BRICK COMPANY EASTWARD OF THE
 KV5437'FACTORY.  THIS SCRAP-YARD IS A FILL APPROXIMATELY 10 FEET DEEP AND
 KV5437'400 METERS SQUARE.  THE STATION IS NEAR ITS CENTER.
 KV5437'
 KV5437'STATION IS MARKED BY THE DRILL HOLE IN A 1 INCH ALLEGHENY METAL
 KV5437'ROD SET IN THE 12-INCH ROUND TOP OF A 3-FOOT TRUNCATED-CONICAL
 KV5437'CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.
 KV5437'
 KV5437'TWO REFERENCE MARKS WERE PLACED IN SIMILAR MONUMENTS PROJECTING
 KV5437'4 INCHES ABOVE GROUND AS FOLLOWS--
 KV5437'
 KV5437'REFERENCE MARK NO.1 IN THE ROAD TO THE WESTWARD.
 KV5437'
 KV5437'REFERENCE MARK NO.2 ON HIGHER GROUND TO THE NORTHWARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6419 ***********************************************************************
 KV6419  DESIGNATION -  NATIONAL
 KV6419  PID         -  KV6419
 KV6419  STATE/COUNTY-  NJ/BURLINGTON
 KV6419  USGS QUAD   -  BRISTOL (1981)
 KV6419
 KV6419                         *CURRENT SURVEY CONTROL
 KV6419  ___________________________________________________________________
 KV6419* NAD 83(1996)-  40 06 30.75184(N)    074 49 54.97884(W)     ADJUSTED  
 KV6419* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6419  ___________________________________________________________________
 KV6419  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 KV6419  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV6419
 KV6419  HORZ ORDER  -  THIRD
 KV6419
 KV6419.The horizontal coordinates were established by classical geodetic methods
 KV6419.and adjusted by the National Geodetic Survey in September 1999..
 KV6419
 KV6419.The orthometric height was scaled from a topographic map.
 KV6419
 KV6419.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6419
 KV6419.The geoid height was determined by GEOID03.
 KV6419
 KV6419;                    North         East     Units Scale Factor Converg.
 KV6419;SPC NJ       -   141,618.066   121,702.220   MT  0.99990985   -0 12 49.9
 KV6419;SPC NJ       -   464,625.27    399,284.70   sFT  0.99990985   -0 12 49.9
 KV6419;SPC PA S     -    90,184.863   848,738.592   MT  0.99997723   +1 53 35.6
 KV6419;SPC PA S     -   295,881.50  2,784,569.86   sFT  0.99997723   +1 53 35.6
 KV6419;UTM  18      - 4,439,817.985   514,322.937   MT  0.99960253   +0 06 29.8
 KV6419
 KV6419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6419!SPC NJ       -   1.00000505  x   0.99990985  =   0.99991490
 KV6419!SPC PA S     -   1.00000505  x   0.99997723  =   0.99998228
 KV6419!UTM  18      -   1.00000505  x   0.99960253  =   0.99960758
 KV6419
 KV6419                          SUPERSEDED SURVEY CONTROL
 KV6419
 KV6419  NAD 83(1986)-  40 06 30.75112(N)    074 49 54.97995(W) AD(       ) 3
 KV6419
 KV6419.Superseded values are not recommended for survey control.
 KV6419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6419.See file dsdata.txt to determine how the superseded data were derived.
 KV6419
 KV6419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1432339818(NAD 83)
 KV6419_MARKER: Z = SEE DESCRIPTION
 KV6419_SETTING: 0 = UNSPECIFIED SETTING
 KV6419_MARK LOGO: USE   
 KV6419_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6419+SATELLITE: SATELLITE OBSERVATIONS - 1959
 KV6419
 KV6419  HISTORY     - Date     Condition        Report By
 KV6419  HISTORY     - 1959     MONUMENTED       USE
 KV6419
 KV6419                          STATION DESCRIPTION
 KV6419
 KV6419'DESCRIBED BY US ENGINEERS 1959
 KV6419'THE STATION IS LOCATED ON THE E SIDE OF THE DELAWARE RIVER, ACROSS
 KV6419'FROM BRISTOL, PA. ABOUT 0.7 MI NE OF THE NE POINT OF BURLINGTON
 KV6419'ISLAND.  APPROXIMATELY 3000 FT S OF THE PENNSYLVANIA-NEW JERSEY
 KV6419'TURNPIKE BRIDGE ON A WHARF OWNED BY THE NATIONAL GYPSUM COMPANY.
 KV6419'TO REACH PROCEED BY BOAT TO THE WHARF MENTIONED ABOVE.
 KV6419'STATION MARK IS A CIRCLE OF TACKS IN THE TOP OF THE DIAGONAL TIMBER
 KV6419'BRACE AT THE SW END OF THE WHARF UNDER THE OUTER END OF THE CONVEYOR.
 KV6419'ACCESS TO THE STATION IS THROUGH THE GATE AT THE SW CORNER OF THE
 KV6419'PROPERTY.
 KV6419'RM 1 IS A CROSS CUT IN THE DECK OF THE CONCRETE PIER, 2 FT UPSTREAM
 KV6419'FROM THE DOWNSTREAM END OF THE PIER AND 18.78 M (61.6 FT) S OF THE
 KV6419'STATION.
 KV6419'RM 2 IS A CROSS CUT IN THE LAST DOWNSTREAM POST OF THE PIPE GUARD RAIL
 KV6419'1.56 M (5.1 FT) E OF THE STATION.
 KV6419'RM 3 IS A CROSS CUT IN THE LEG OF AN H-COLUMN 0.61 M (2.0 FT) S OF THE
 KV6419'STATION AND 1.2 FT ABOVE THE CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3092 ***********************************************************************
 JU3092  DESIGNATION -  NATIONAL PARK MUN STANDPIPE
 JU3092  PID         -  JU3092
 JU3092  STATE/COUNTY-  NJ/GLOUCESTER
 JU3092  USGS QUAD   -  WOODBURY (1995)
 JU3092
 JU3092                         *CURRENT SURVEY CONTROL
 JU3092  ___________________________________________________________________
 JU3092* NAD 83(1996)-  39 51 56.18780(N)    075 10 51.54725(W)     ADJUSTED  
 JU3092* NAVD 88     -                                                        
 JU3092  ___________________________________________________________________
 JU3092  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 JU3092  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JU3092
 JU3092  HORZ ORDER  -  THIRD
 JU3092
 JU3092.The horizontal coordinates were established by classical geodetic methods
 JU3092.and adjusted by the National Geodetic Survey in September 1999..
 JU3092
 JU3092
 JU3092.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3092
 JU3092.The geoid height was determined by GEOID03.
 JU3092
 JU3092;                    North         East     Units Scale Factor Converg.
 JU3092;SPC NJ       -   114,815.808    91,739.772   MT  0.99994177   -0 26 11.5
 JU3092;SPC NJ       -   376,691.53    300,982.90   sFT  0.99994177   -0 26 11.5
 JU3092;SPC PA S     -    62,298.044   819,779.017   MT  1.00001128   +1 40 00.3
 JU3092;SPC PA S     -   204,389.50  2,689,558.32   sFT  1.00001128   +1 40 00.3
 JU3092;UTM  18      - 4,412,856.834   484,520.897   MT  0.99960295   -0 06 57.6
 JU3092
 JU3092                          SUPERSEDED SURVEY CONTROL
 JU3092
 JU3092  NAD 83(1991)-  39 51 56.18494(N)    075 10 51.54846(W) AD(       ) 4
 JU3092  NAD 83(1986)-  39 51 56.18007(N)    075 10 51.55463(W) AD(       ) 4
 JU3092  NAD 27      -  39 51 55.77100(N)    075 10 52.90100(W) AD(       ) 3
 JU3092
 JU3092.Superseded values are not recommended for survey control.
 JU3092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3092.See file dsdata.txt to determine how the superseded data were derived.
 JU3092
 JU3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8452112857(NAD 83)
 JU3092_MARKER: 52 = STANDPIPE TANK
 JU3092
 JU3092  HISTORY     - Date     Condition        Report By
 JU3092  HISTORY     - 1925     FIRST OBSERVED   CGS
 JU3092  HISTORY     - 1926     GOOD             CGS
 JU3092  HISTORY     - 1933     GOOD             CGS
 JU3092  HISTORY     - 1935     GOOD             CGS
 JU3092  HISTORY     - 1946     GOOD             CGS
 JU3092  HISTORY     - 1976     GOOD             NGS
 JU3092  HISTORY     - 20050730 GOOD             GEOCAC
 JU3092
 JU3092                          STATION DESCRIPTION
 JU3092
 JU3092'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3092'STATION IS A HIGH STANDPIPE OF LARGE DIAMETER LOCATED NEAR THE
 JU3092'INTERSECTION HESSIAN AVENUE AND THE MAIN ROAD LEADING TO
 JU3092'WOODBURY CREEK.  IT IS IN THE TOWN OF NATIONAL PARK.
 JU3092
 JU3092                          STATION RECOVERY (1926)
 JU3092
 JU3092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (HSR)
 JU3092'THE STATION MARK IS THE CENTER OF A VENT HOLE ON THE HIGHEST PART
 JU3092'OF THE ROUNDED STEEL COVER OF THE NATIONAL PARK STANDPIPE, ABOUT
 JU3092'100 FEET HIGH, LOCATED IN THE PLACE KNOWN AS NATIONAL PARK.  THE
 JU3092'STATION WAS OCCUPIED WITH A THEODOLITE BY CONSTRUCTING A WOODEN
 JU3092'SUPPORT FOR THE INSTRUMENT HEAD, ABOUT 1 FOOT HIGH AND MOUNTING
 JU3092'THE INSTRUMENT WITHOUT ITS TRIPOD ON THE WOODEN SUPPORT.  THE
 JU3092'OBSERVER SITS TAILOR FASHION ON THE STEEL COVER TO USE THE
 JU3092'INSTRUMENT.  INTERSECTION STATION BY L.D. GRAHAM 1925.
 JU3092
 JU3092                          STATION RECOVERY (1933)
 JU3092
 JU3092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3092'THIS STATION IS THE CENTER OF THE NATIONAL PARK MUNICIPAL
 JU3092'STANDPIPE ACROSS LAKEHURST AVENUE FROM THE NATIONAL PARK HIGH
 JU3092'SCHOOL AND 100 FEET N OF LAKEHURST AVENUE, AND ABOUT 300 FEET W
 JU3092'OF GROVE AVENUE.  IT IS A BLACK CYLINDICAL STEEL STANDPIPE ABOUT
 JU3092'15 FEET IN DIAMETER AND 110 FEET HIGH.  IT IS LETTERED NATIONAL
 JU3092'PARK WATER WORKS ON THE E SIDE.  IT HAS A ROUND TOP.
 JU3092
 JU3092                          STATION RECOVERY (1935)
 JU3092
 JU3092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RBR)
 JU3092'IN NATIONAL PARK, NEAR INTERSECTION OF HESSIAN AVENUE AND THE
 JU3092'MAIN ROAD LEADING TO WOODBURY CREEK.  THE FINIAL OF THE 115-FOOT
 JU3092'BLACK STANDPIPE.
 JU3092
 JU3092                          STATION RECOVERY (1946)
 JU3092
 JU3092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3092'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION AND
 JU3092'THE 1926 AND 1935 RECOVERY NOTES ARE ADEQUATE EXCEPT FOR THE
 JU3092'FOLLOWING CHANGES--
 JU3092'
 JU3092'CHANGE BLACK TO SILVER.
 JU3092'
 JU3092'DELETE IT IS LETTERED NATIONAL PARK WATER WORKS ON THE E SIDE.
 JU3092
 JU3092                          STATION RECOVERY (1976)
 JU3092
 JU3092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 JU3092'THE STANDPIPE IS A LANDMARK IN THE TOWN OF NATIONAL PARK.  IT IS
 JU3092'NOW PAINTED LIGHT GREEN AND HAS AN AMERICAN FLAG IN NATIONAL
 JU3092'COLORS AND NATIONAL PARK IN BLACK ON THE EAST SIDE OF THE TANK.
 JU3092
 JU3092                          STATION RECOVERY (2005)
 JU3092
 JU3092'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 JU3092'TANK IS LOCATED BEHIND NATIONAL PARK BOROUGH HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3089 ***********************************************************************
 JU3089  DESIGNATION -  NATIONAL PK REVOLUTION MON USE
 JU3089  PID         -  JU3089
 JU3089  STATE/COUNTY-  NJ/GLOUCESTER
 JU3089  USGS QUAD   -  WOODBURY (1995)
 JU3089
 JU3089                         *CURRENT SURVEY CONTROL
 JU3089  ___________________________________________________________________
 JU3089* NAD 83(1996)-  39 52 16.93309(N)    075 11 21.78387(W)     ADJUSTED  
 JU3089* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 JU3089  ___________________________________________________________________
 JU3089  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 JU3089  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JU3089
 JU3089  HORZ ORDER  -  THIRD
 JU3089
 JU3089.The horizontal coordinates were established by classical geodetic methods
 JU3089.and adjusted by the National Geodetic Survey in September 1999..
 JU3089
 JU3089.The orthometric height was scaled from a topographic map.
 JU3089
 JU3089.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3089
 JU3089.The geoid height was determined by GEOID03.
 JU3089
 JU3089;                    North         East     Units Scale Factor Converg.
 JU3089;SPC NJ       -   115,461.092    91,026.137   MT  0.99994280   -0 26 31.0
 JU3089;SPC NJ       -   378,808.60    298,641.58   sFT  0.99994280   -0 26 31.0
 JU3089;SPC DE       -   207,772.504   219,444.789   MT  0.99999965   +0 08 44.5
 JU3089;SPC DE       -   681,666.96    719,961.78   sFT  0.99999965   +0 08 44.5
 JU3089;UTM  18      - 4,413,497.899   483,803.906   MT  0.99960323   -0 07 17.1
 JU3089
 JU3089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3089!SPC NJ       -   1.00000380  x   0.99994280  =   0.99994660
 JU3089!SPC DE       -   1.00000380  x   0.99999965  =   1.00000345
 JU3089!UTM  18      -   1.00000380  x   0.99960323  =   0.99960703
 JU3089
 JU3089                          SUPERSEDED SURVEY CONTROL
 JU3089
 JU3089  NAD 83(1991)-  39 52 16.92966(N)    075 11 21.78565(W) AD(       ) 4
 JU3089  NAD 83(1986)-  39 52 16.92449(N)    075 11 21.78763(W) AD(       ) 4
 JU3089  NAD 27      -  39 52 16.52700(N)    075 11 23.14300(W) AD(       ) 3
 JU3089
 JU3089.Superseded values are not recommended for survey control.
 JU3089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3089.See file dsdata.txt to determine how the superseded data were derived.
 JU3089
 JU3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8380413498(NAD 83)
 JU3089_MARKER: 70 = MONUMENT
 JU3089
 JU3089  HISTORY     - Date     Condition        Report By
 JU3089  HISTORY     - 1925     FIRST OBSERVED   CGS
 JU3089  HISTORY     - 1946     GOOD             CGS
 JU3089  HISTORY     - 1976     GOOD             NGS
 JU3089
 JU3089                          STATION DESCRIPTION
 JU3089
 JU3089'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3089'STATION IS A SOLDIERS MONUMENT IN THE TOWN OF NATIONAL PARK, ERECTED
 JU3089'WHERE THERE WAS ORIGINALLY A FORT USED IN THE REVOLUTIONARY
 JU3089'WAR.  THIS IS A UNITED STATES ENGINEERS INTERSECTION STATION
 JU3089'AND IS CALLED SOLDIERS MONUMENT.
 JU3089
 JU3089                          STATION RECOVERY (1946)
 JU3089
 JU3089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3089'STATION RECOVERED IN GOOD CONDITION.  THE 1925 RECOVERY NOTE IS
 JU3089'ADEQUATE, EXCEPT FOR THE FOLLOWING ADDITION--
 JU3089'
 JU3089'ADD IN THE RED BANK BATTLEFIELD AFTER THE WORD MONUMENT.
 JU3089
 JU3089                          STATION RECOVERY (1976)
 JU3089
 JU3089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 JU3089'THE PARK IS ON THE EAST BANK OF THE DELAWARE RIVER IN THE TOWN OF
 JU3089'NATIONAL PARK.  THE MONUMENT MAY BE SEEN FROM A SECTOR NW TO SW
 JU3089'BUT MAY BE PARTIALLY OBSCURED IN THAT SECTOR DUE TO TREE FOLIAGE
 JU3089'IN SUMMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2820 ***********************************************************************
 KU2820  DESIGNATION -  NAVESINK LIGHT NORTH
 KU2820  PID         -  KU2820
 KU2820  STATE/COUNTY-  NJ/MONMOUTH
 KU2820  USGS QUAD   -  SANDY HOOK (1981)
 KU2820
 KU2820                         *CURRENT SURVEY CONTROL
 KU2820  ___________________________________________________________________
 KU2820* NAD 83(1996)-  40 23 47.63971(N)    073 59 09.03492(W)     ADJUSTED  
 KU2820* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KU2820  ___________________________________________________________________
 KU2820  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 KU2820  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KU2820
 KU2820  HORZ ORDER  -  THIRD
 KU2820
 KU2820.The horizontal coordinates were established by classical geodetic methods
 KU2820.and adjusted by the National Geodetic Survey in September 1999..
 KU2820
 KU2820.The orthometric height was scaled from a topographic map.
 KU2820
 KU2820.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2820
 KU2820.The geoid height was determined by GEOID03.
 KU2820
 KU2820;                    North         East     Units Scale Factor Converg.
 KU2820;SPC NJ       -   173,671.060   193,646.533   MT  0.99992344   +0 19 59.6
 KU2820;SPC NJ       -   569,785.80    635,322.00   sFT  0.99992344   +0 19 59.6
 KU2820;UTM  18      - 4,472,267.409   586,066.000   MT  0.99969118   +0 39 26.2
 KU2820
 KU2820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2820!SPC NJ       -   1.00000484  x   0.99992344  =   0.99992828
 KU2820!UTM  18      -   1.00000484  x   0.99969118  =   0.99969602
 KU2820
 KU2820                          SUPERSEDED SURVEY CONTROL
 KU2820
 KU2820  NAD 83(1986)-  40 23 47.63997(N)    073 59 09.03407(W) AD(       ) 4
 KU2820  NAD 27      -  40 23 47.25000(N)    073 59 10.54400(W) AD(       ) 3
 KU2820
 KU2820.Superseded values are not recommended for survey control.
 KU2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2820.See file dsdata.txt to determine how the superseded data were derived.
 KU2820
 KU2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8606672267(NAD 83)
 KU2820_MARKER: 13 = LIGHTHOUSE
 KU2820_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2820
 KU2820  HISTORY     - Date     Condition        Report By
 KU2820  HISTORY     - 1869     FIRST OBSERVED   CGS
 KU2820  HISTORY     - 1932     GOOD             CGS
 KU2820  HISTORY     - 1934     GOOD             CGS
 KU2820  HISTORY     - 1962     GOOD             CGS
 KU2820  HISTORY     - 1981     GOOD             NOS
 KU2820  HISTORY     - 1982     GOOD             NOS
 KU2820  HISTORY     - 1986     GOOD             NOS
 KU2820  HISTORY     - 1988     GOOD             NOSAMC
 KU2820  HISTORY     - 19950717 GOOD             USPSQD
 KU2820  HISTORY     - 19950814 MARK NOT FOUND   USPSQD
 KU2820
 KU2820                          STATION DESCRIPTION
 KU2820
 KU2820'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU2820'RECOVERED (IN GOOD CONDITION) -- NO DESCRIPTION AVAILABLE.
 KU2820'
 KU2820'A DESCRIPTION FOLLOWS--THE NORTHERLY OF TWIN TURRETS -- IN THE
 KU2820'VICINITY OF HIGHLANDS -- RISING FROM THE NORTHERN END OF A RED
 KU2820'STONE STRUCTURE RESEMBLING AN ARMORY.  IT IS A VERY PROMINENT
 KU2820'STRUCTURE FROM SEAWARD.  THE LIGHT HAS BEEN REMOVED FROM THIS
 KU2820'TURRET.
 KU2820
 KU2820                          STATION RECOVERY (1934)
 KU2820
 KU2820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KU2820'STATIONS RECOVERED, NO DESCRIPTIONS AVAILABLE.  DESCRIBED AS
 KU2820'FOLLOWS--THE STATIONS ARE IN THE RESPECTIVE FINIALS ON THE TOP OF
 KU2820'THE TWIN LIGHT KNOWN AS NAVESINK NORTH AND NAVESINK SOUTH
 KU2820'LIGHTS.  THE SOUTH LIGHT IS IN OPERATION AND THE NORTH IS USED
 KU2820'ONLY IN CASE OF FAILURE OF THE OTHER, AT WHICH TIME A STEADY
 KU2820'WHITE LIGHT WOULD BE SHOWN FROM IT.  EITHER LIGHT CAN BE OCCUPIED
 KU2820'ECCENTRICALLY AS THERE IS AMPLE ROOM ON THE BALCONIES FOR
 KU2820'A SET-UP.
 KU2820'
 KU2820'REACHED FROM HIGHLANDS VIA HIGHLANDS AVENUE DIRECT TO STATIONS.
 KU2820
 KU2820                          STATION RECOVERY (1962)
 KU2820
 KU2820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KU2820'THE STATION WAS RECOVERED IN GOOD CONDITION IN 1932
 KU2820'AND 1940.
 KU2820
 KU2820                          STATION RECOVERY (1981)
 KU2820
 KU2820'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 KU2820'STATION RECOVERED IN GOOD CONDITION.
 KU2820
 KU2820                          STATION RECOVERY (1982)
 KU2820
 KU2820'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 KU2820'STATION RECOVERED IN GOOD CONDITION.
 KU2820'
 KU2820'RECOVERED BY P. WALBOLT.
 KU2820
 KU2820                          STATION RECOVERY (1986)
 KU2820
 KU2820'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KU2820'THE STATION WAS RECOVERED AT THIS DATE.
 KU2820'
 KU2820'RECOVERED BY R DECROIX.
 KU2820
 KU2820                          STATION RECOVERY (1988)
 KU2820
 KU2820'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KU2820'THE LIGHTHOUSE STRUCTURE WAS RECOVERED IN GOOD CONDITION. THE LIGHT IS
 KU2820'NO LONGER OPERATIONAL BUT THE BUILDING IS BEING    . MAINTAINED BY THE
 KU2820'N.J. DEPT OF ENVIRONMENTAL PROTECTION AS A HISTORIC LANDMARK.
 KU2820
 KU2820                          STATION RECOVERY (1995)
 KU2820
 KU2820'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU2820'RECOVERED IN GOOD CONDITION.
 KU2820
 KU2820                          STATION RECOVERY (1995)
 KU2820
 KU2820'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU2820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2795 ***********************************************************************
 KU2795  DESIGNATION -  NAVESINK LIGHT SOUTH
 KU2795  PID         -  KU2795
 KU2795  STATE/COUNTY-  NJ/MONMOUTH
 KU2795  USGS QUAD   -  SANDY HOOK (1981)
 KU2795
 KU2795                         *CURRENT SURVEY CONTROL
 KU2795  ___________________________________________________________________
 KU2795* NAD 83(1996)-  40 23 45.63027(N)    073 59 07.69409(W)     ADJUSTED  
 KU2795* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 KU2795  ___________________________________________________________________
 KU2795  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 KU2795  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KU2795
 KU2795  HORZ ORDER  -  THIRD
 KU2795
 KU2795.The horizontal coordinates were established by classical geodetic methods
 KU2795.and adjusted by the National Geodetic Survey in September 1999..
 KU2795
 KU2795.The orthometric height was scaled from a topographic map.
 KU2795
 KU2795.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2795
 KU2795.The geoid height was determined by GEOID03.
 KU2795
 KU2795;                    North         East     Units Scale Factor Converg.
 KU2795;SPC NJ       -   173,609.269   193,678.511   MT  0.99992348   +0 20 00.4
 KU2795;SPC NJ       -   569,583.08    635,426.91   sFT  0.99992348   +0 20 00.4
 KU2795;UTM  18      - 4,472,205.814   586,098.319   MT  0.99969125   +0 39 27.1
 KU2795
 KU2795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2795!SPC NJ       -   0.99999323  x   0.99992348  =   0.99991672
 KU2795!UTM  18      -   0.99999323  x   0.99969125  =   0.99968449
 KU2795
 KU2795:                Primary Azimuth Mark                     Grid Az
 KU2795:SPC NJ       -  PAYNE                                    128 35 23.7
 KU2795:UTM  18      -  PAYNE                                    128 15 57.0
 KU2795
 KU2795|---------------------------------------------------------------------|
 KU2795| PID    Reference Object                     Distance      Geod. Az  |
 KU2795|                                                           dddmmss.s |
 KU2795| KU2802 PAYNE                               APPROX. 0.9 KM 1285524.1 |
 KU2795| KU2803 TRASK                               APPROX. 0.6 KM 1654343.1 |
 KU2795|---------------------------------------------------------------------|
 KU2795
 KU2795                          SUPERSEDED SURVEY CONTROL
 KU2795
 KU2795  NAD 83(1986)-  40 23 45.63046(N)    073 59 07.69311(W) AD(       ) 3
 KU2795  NAD 27      -  40 23 45.24000(N)    073 59 09.20300(W) AD(       ) 3
 KU2795
 KU2795.Superseded values are not recommended for survey control.
 KU2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2795.See file dsdata.txt to determine how the superseded data were derived.
 KU2795
 KU2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8609872206(NAD 83)
 KU2795_MARKER: 13 = LIGHTHOUSE
 KU2795_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2795
 KU2795  HISTORY     - Date     Condition        Report By
 KU2795  HISTORY     - 1869     FIRST OBSERVED   CGS
 KU2795  HISTORY     - 1932     GOOD             CGS
 KU2795  HISTORY     - 1934     GOOD             CGS
 KU2795  HISTORY     - 1962     GOOD             CGS
 KU2795  HISTORY     - 1981     GOOD             NOS
 KU2795  HISTORY     - 1986     GOOD             NOS
 KU2795  HISTORY     - 1988     GOOD             NOSAMC
 KU2795  HISTORY     - 19950717 GOOD             USPSQD
 KU2795  HISTORY     - 19950814 GOOD             USPSQD
 KU2795
 KU2795                          STATION DESCRIPTION
 KU2795
 KU2795'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU2795'RECOVERED IN GOOD CONDITION.  NO DESCRIPTION AVAILABLE.
 KU2795'
 KU2795'A DESCRIPTION FOLLOWS--THE LIGHT ATOP THE SOUTHERLY OF TWIN
 KU2795'TURRETS IN THE VICINITY OF HIGHLAND, RISING FROM THE SOUTHERN
 KU2795'END OF A RED STONE STRUCTURE RESEMBLING AN ARMORY.  IT IS A
 KU2795'VERY PROMINENT STRUCTURE FROM SEAWARD.
 KU2795'
 KU2795'THE STATION IS THE APEX OF THE LIGHT HOUSING.
 KU2795
 KU2795                          STATION RECOVERY (1934)
 KU2795
 KU2795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KU2795'STATIONS RECOVERED.
 KU2795'
 KU2795'THE STATIONS ARE THE RESPECTIVE FINIALS ON THE TOP OF THE TWIN
 KU2795'LIGHT KNOWN AS NAVESINK NORTH AND NAVESINK SOUTH LIGHTS.  THE
 KU2795'SOUTH LIGHT IS IN OPERATION AND THE NORTH IS USED ONLY IN CASE
 KU2795'OF FAILURE OF THE OTHER, AT WHICH TIME A STEADY WHITE LIGHT
 KU2795'WOULD BE SHOWN FROM IT.  EITHER LIGHT CAN BE OCCUPIED
 KU2795'ECCENTRICALLY AS THERE IS AMPLE ROOM ON THE BALCONIES FOR A
 KU2795'SET-UP.
 KU2795'
 KU2795'REACHED FROM HIGHLANDS VIA HIGHLANDS AVENUE DIRECT TO STATIONS.
 KU2795
 KU2795                          STATION RECOVERY (1962)
 KU2795
 KU2795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KU2795'THE STATION WAS RECOVERED IN GOOD CONDITION IN 1932
 KU2795'AND 1940.
 KU2795
 KU2795                          STATION RECOVERY (1981)
 KU2795
 KU2795'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 KU2795'STATION RECOVERED IN GOOD CONDITION.
 KU2795
 KU2795                          STATION RECOVERY (1986)
 KU2795
 KU2795'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KU2795'THE STATION WAS RECOVERED AT THIS DATE.
 KU2795'
 KU2795'RECOVERED BY R DECROIX.
 KU2795
 KU2795                          STATION RECOVERY (1988)
 KU2795
 KU2795'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KU2795'THE LIGHTHOUSE STRUCTURE WAS RECOVERED IN GOOD CONDITION. THE LIGHT IS
 KU2795'NO LONGER OPERATIONAL BUT THE BLDG IS BEING MAINTAINED BY THE N.J.
 KU2795'DEPT OF ENVIRONMENTAL PROTECTION AS A HISTORIC LANDMARK.
 KU2795
 KU2795                          STATION RECOVERY (1995)
 KU2795
 KU2795'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU2795'RECOVERED IN GOOD CONDITION.
 KU2795
 KU2795                          STATION RECOVERY (1995)
 KU2795
 KU2795'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU2795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4954 ***********************************************************************
 KV4954  DESIGNATION -  NAVESINK RIVER GEEHAMS TANK
 KV4954  PID         -  KV4954
 KV4954  STATE/COUNTY-  NJ/MONMOUTH
 KV4954  USGS QUAD   -  SANDY HOOK (1981)
 KV4954
 KV4954                         *CURRENT SURVEY CONTROL
 KV4954  ___________________________________________________________________
 KV4954* NAD 83(1996)-  40 22 37.21313(N)    074 02 28.42501(W)     ADJUSTED  
 KV4954* NAVD 88     -                                                        
 KV4954  ___________________________________________________________________
 KV4954  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 KV4954  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV4954
 KV4954  HORZ ORDER  -  THIRD
 KV4954
 KV4954.The horizontal coordinates were established by classical geodetic methods
 KV4954.and adjusted by the National Geodetic Survey in September 1999..
 KV4954
 KV4954
 KV4954.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4954
 KV4954.The geoid height was determined by GEOID03.
 KV4954
 KV4954;                    North         East     Units Scale Factor Converg.
 KV4954;SPC NJ       -   171,473.086   188,956.083   MT  0.99991867   +0 17 49.9
 KV4954;SPC NJ       -   562,574.62    619,933.42   sFT  0.99991867   +0 17 49.9
 KV4954;UTM  18      - 4,470,043.467   581,389.152   MT  0.99968154   +0 37 16.1
 KV4954
 KV4954                          SUPERSEDED SURVEY CONTROL
 KV4954
 KV4954  NAD 83(1986)-  40 22 37.21199(N)    074 02 28.42229(W) AD(       ) 4
 KV4954  NAD 27      -  40 22 36.82000(N)    074 02 29.92000(W) AD(       ) 3
 KV4954
 KV4954.Superseded values are not recommended for survey control.
 KV4954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4954.See file dsdata.txt to determine how the superseded data were derived.
 KV4954
 KV4954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8138970043(NAD 83)
 KV4954_MARKER: 51 = TANK
 KV4954
 KV4954  HISTORY     - Date     Condition        Report By
 KV4954  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV4954  HISTORY     - 19950704 MARK NOT FOUND   USPSQD
 KV4954  HISTORY     - 19970811 MARK NOT FOUND   USPSQD
 KV4954
 KV4954                          STATION DESCRIPTION
 KV4954
 KV4954'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV4954'STATION IS APEX OF THE ROOF OF A WHITE WOOD WATER TANK.
 KV4954'
 KV4954'LOCATED ON N SIDE OF NAVESINK (N BRANCH) RIVER ON W SIDE OF
 KV4954'MC CLEESE AVENUE 0.4 MILE N FROM RIVERSIDE DRIVE AT THE RESIDENCE
 KV4954'OF A MRS. GEEHAM.
 KV4954'
 KV4954'REACHED FROM RED BANK AS FOLLOWS.  GO E ON RIVER ROAD TO OCEANIC
 KV4954'BRIDGE, CROSS BRIDGE TO RIVERSIDE DRIVE, GO W ON RIVERSIDE DRIVE
 KV4954'2 MILES TO MC CLEESE AVENUE FOLLOW N FOR 0.3 MILE TO STATION.
 KV4954
 KV4954                          STATION RECOVERY (1995)
 KV4954
 KV4954'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4954'MARK NOT FOUND.
 KV4954
 KV4954                          STATION RECOVERY (1997)
 KV4954
 KV4954'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV4954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4027 ***********************************************************************
 KV4027  DESIGNATION -  NECK
 KV4027  PID         -  KV4027
 KV4027  STATE/COUNTY-  NJ/PASSAIC
 KV4027  USGS QUAD   -  WEEHAWKEN (1995)
 KV4027
 KV4027                         *CURRENT SURVEY CONTROL
 KV4027  ___________________________________________________________________
 KV4027* NAD 83(1996)-  40 49 40.90413(N)    074 07 19.61409(W)     ADJUSTED  
 KV4027* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV4027  ___________________________________________________________________
 KV4027  LAPLACE CORR-           6.37  (seconds)                    DEFLEC99
 KV4027  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV4027
 KV4027  HORZ ORDER  -  THIRD
 KV4027
 KV4027.The horizontal coordinates were established by classical geodetic methods
 KV4027.and adjusted by the National Geodetic Survey in September 1999..
 KV4027
 KV4027.The orthometric height was scaled from a topographic map.
 KV4027
 KV4027.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4027
 KV4027.The geoid height was determined by GEOID03.
 KV4027
 KV4027;                    North         East     Units Scale Factor Converg.
 KV4027;SPC NJ       -   221,520.418   181,872.761   MT  0.99991250   +0 14 49.4
 KV4027;SPC NJ       -   726,771.57    596,694.22   sFT  0.99991250   +0 14 49.4
 KV4027;SPC NY L     -    73,449.041   289,699.227   MT  0.99999497   -0 04 47.5
 KV4027;SPC NY L     -   240,974.06    950,454.88   sFT  0.99999497   -0 04 47.5
 KV4027;UTM  18      - 4,520,037.703   574,023.462   MT  0.99966744   +0 34 26.3
 KV4027
 KV4027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4027!SPC NJ       -   1.00000509  x   0.99991250  =   0.99991759
 KV4027!SPC NY L     -   1.00000509  x   0.99999497  =   1.00000006
 KV4027!UTM  18      -   1.00000509  x   0.99966744  =   0.99967253
 KV4027
 KV4027:                Primary Azimuth Mark                     Grid Az
 KV4027:SPC NJ       -  BRUSH                                    014 13 06.1
 KV4027:SPC NY L     -  BRUSH                                    014 32 43.0
 KV4027:UTM  18      -  BRUSH                                    013 53 29.2
 KV4027
 KV4027|---------------------------------------------------------------------|
 KV4027| PID    Reference Object                     Distance      Geod. Az  |
 KV4027|                                                           dddmmss.s |
 KV4027| KV4001 BRUSH                               APPROX. 0.5 KM 0142755.5 |
 KV4027| KV4002 COAL                                357.927 METERS 02155     |
 KV4027| KV4022 BOAT 1913                           262.286 METERS 17821     |
 KV4027| KV4039 HOTEL                               APPROX. 0.6 KM 1981513.2 |
 KV4027| CB5392 NECK RM 1                            15.115 METERS 24257     |
 KV4027| CB5393 NECK RM 2                            12.893 METERS 34331     |
 KV4027|---------------------------------------------------------------------|
 KV4027
 KV4027                          SUPERSEDED SURVEY CONTROL
 KV4027
 KV4027  NAD 83(1996)-  40 49 40.90390(N)    074 07 19.61440(W) AD(       ) 3
 KV4027  NAD 83(1996)-  40 49 40.90060(N)    074 07 19.62302(W) AD(       ) 3
 KV4027  NAD 83(1992)-  40 49 40.90058(N)    074 07 19.62305(W) AD(       ) 3
 KV4027  NAD 83(1986)-  40 49 40.90066(N)    074 07 19.62425(W) AD(       ) 3
 KV4027  NAD 27      -  40 49 40.53200(N)    074 07 21.10200(W) AD(       ) 3
 KV4027
 KV4027.Superseded values are not recommended for survey control.
 KV4027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4027.See file dsdata.txt to determine how the superseded data were derived.
 KV4027
 KV4027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7402320038(NAD 83)
 KV4027_MARKER: DS = TRIANGULATION STATION DISK
 KV4027_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4027_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4027
 KV4027  HISTORY     - Date     Condition        Report By
 KV4027  HISTORY     - 1913     MONUMENTED       CGS
 KV4027  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4027
 KV4027                          STATION DESCRIPTION
 KV4027
 KV4027'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4027'STATION IS ON THE W SIDE OF PASSAIC RIVER, ABOUT 3/8 MILE ABOVE
 KV4027'THE RUTHERFORD BRIDGE AND 45 METERS E OF THE RIVER ROAD.  THE
 KV4027'STATION IS 3 METERS OUTSIDE OF HIGH-WATERLINE AND ABOUT 20 METERS
 KV4027'FROM THE BEGINNING OF A STONE DIKE WHICH RUNS INTO THE WATER AND
 KV4027'DOWN STREAM.
 KV4027'
 KV4027'THE STATION IS MARKED BY A C. AND G.S. STANDARD BRASS DISK CEMENTED
 KV4027'IN THE TOP OF A 4-INCH TILE PIPE AND SUNK TO THE GROUND LEVEL.
 KV4027'
 KV4027'TWO REFERENCE MARKS ARE LOCATED RESPECTIVELY 49.59 FEET N 6 DEG W
 KV4027'AND 42.30 FEET S 75 DEG W FROM THE STATION.
 KV4027
 KV4027                          STATION RECOVERY (1933)
 KV4027
 KV4027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4027'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5655 ***********************************************************************
 KV5655  DESIGNATION -  NECK 1912
 KV5655  PID         -  KV5655
 KV5655  STATE/COUNTY-  NJ/BURLINGTON
 KV5655  USGS QUAD   -  BRISTOL (1981)
 KV5655
 KV5655                         *CURRENT SURVEY CONTROL
 KV5655  ___________________________________________________________________
 KV5655* NAD 83(1996)-  40 05 54.73516(N)    074 49 51.22674(W)     ADJUSTED  
 KV5655* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5655  ___________________________________________________________________
 KV5655  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 KV5655  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV5655
 KV5655  HORZ ORDER  -  THIRD
 KV5655
 KV5655.The horizontal coordinates were established by classical geodetic methods
 KV5655.and adjusted by the National Geodetic Survey in September 1999..
 KV5655
 KV5655.The orthometric height was scaled from a topographic map.
 KV5655
 KV5655.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5655
 KV5655.The geoid height was determined by GEOID03.
 KV5655
 KV5655;                    North         East     Units Scale Factor Converg.
 KV5655;SPC NJ       -   140,506.962   121,786.940   MT  0.99990980   -0 12 47.3
 KV5655;SPC NJ       -   460,979.92    399,562.65   sFT  0.99990980   -0 12 47.3
 KV5655;SPC PA S     -    89,077.550   848,864.115   MT  0.99997828   +1 53 38.0
 KV5655;SPC PA S     -   292,248.60  2,784,981.68   sFT  0.99997828   +1 53 38.0
 KV5655;UTM  18      - 4,438,707.716   514,413.873   MT  0.99960256   +0 06 32.1
 KV5655
 KV5655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5655!SPC NJ       -   1.00000473  x   0.99990980  =   0.99991453
 KV5655!SPC PA S     -   1.00000473  x   0.99997828  =   0.99998301
 KV5655!UTM  18      -   1.00000473  x   0.99960256  =   0.99960729
 KV5655
 KV5655                          SUPERSEDED SURVEY CONTROL
 KV5655
 KV5655  NAD 83(1986)-  40 05 54.73481(N)    074 49 51.22725(W) AD(       ) 3
 KV5655  NAD 27      -  40 05 54.33700(N)    074 49 52.63500(W) AD(       ) 3
 KV5655
 KV5655.Superseded values are not recommended for survey control.
 KV5655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5655.See file dsdata.txt to determine how the superseded data were derived.
 KV5655
 KV5655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1441438708(NAD 83)
 KV5655_MARKER: DS = TRIANGULATION STATION DISK
 KV5655_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV5655_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5655
 KV5655  HISTORY     - Date     Condition        Report By
 KV5655  HISTORY     - 1913     MONUMENTED       CGS
 KV5655  HISTORY     - 1935     SEE DESCRIPTION  CGS
 KV5655  HISTORY     - 1947     SEE DESCRIPTION  CGS
 KV5655
 KV5655                          STATION DESCRIPTION
 KV5655
 KV5655'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV5655'STATION IS ON THE W SIDE OF PASSAIC RIVER, ABOUT 3/8 MILE ABOVE
 KV5655'THE RUTHERFORD BRIDGE AND 45 METERS E OF THE RIVER ROAD.  THE
 KV5655'STATION IS 3 METERS OUTSIDE OF HIGH-WATER LINE AND ABOUT 20
 KV5655'METERS FROM THE BEGINNING OF A STONE DIKE WHICH RUNS INTO THE
 KV5655'WATER AND DOWN STREAM.  THE STATION IS MARKED BY A
 KV5655'C. AND G.S. STANDARD BRASS DISK CEMENTED IN THE TOP OF A 4-INCH
 KV5655'TILE PIPE AND SUNK TO THE GROUND LEVEL.  TWO REFERENCE MARKS
 KV5655'ARE LOCATED RESPECTIVELY 49.59 FEET N 6 DEGREES W AND 42.30
 KV5655'FEET S 75 DEGREES W FROM THE STATION.
 KV5655
 KV5655                          STATION RECOVERY (1935)
 KV5655
 KV5655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5655'THIS STATION IS 2.4 MILES NE OF BURLINGTON, 16.55 METERS NW
 KV5655'FROM CENTER LINE INTERSECTION OF NECK ROAD AND RIVER ROAD,
 KV5655'9.00 METERS W OF RIVER ROAD CENTER LINE, 3.12 METERS W OF W
 KV5655'RAIL OF TRACK, 30.62 METERS N OF POLE 33 GSC BW, 34.21 METERS SW
 KV5655'OF POLE 44, 9.95 METERS S OF HIGHWAY DANGER SIGNAL.  THE STATION,
 KV5655'NOTES 6B AND 10A, IS 8 INCHES UNDERGROUND.  NO REFERENCE MARKS
 KV5655'WERE FOUND NOR ESTABLISHED.
 KV5655
 KV5655                          STATION RECOVERY (1947)
 KV5655
 KV5655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5655'STATION DESTROYED.  REMAINS OF THE SURFACE AND UNDERGROUND MARKS
 KV5655'WERE FOUND NEAR THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5848 ***********************************************************************
 KV5848  DESIGNATION -  NELSON
 KV5848  PID         -  KV5848
 KV5848  STATE/COUNTY-  NJ/MIDDLESEX
 KV5848  USGS QUAD   -  PLAINFIELD (1995)
 KV5848
 KV5848                         *CURRENT SURVEY CONTROL
 KV5848  ___________________________________________________________________
 KV5848* NAD 83(1996)-  40 33 12.38640(N)    074 27 08.02797(W)     ADJUSTED  
 KV5848* NAVD 88     -        20.805  (meters)      68.26   (feet)  ADJUSTED  
 KV5848  ___________________________________________________________________
 KV5848  X           -   1,300,798.272 (meters)                     COMP
 KV5848  Y           -  -4,675,386.497 (meters)                     COMP
 KV5848  Z           -   4,124,862.661 (meters)                     COMP
 KV5848  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 KV5848  ELLIP HEIGHT-         -12.17  (meters)          (10/23/02) GPS OBS
 KV5848  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KV5848  DYNAMIC HT  -          20.796 (meters)      68.23  (feet)  COMP
 KV5848  MODELED GRAV-     980,192.1   (mgal)                       NAVD 88
 KV5848
 KV5848  HORZ ORDER  -  FIRST
 KV5848  VERT ORDER  -  FIRST     CLASS II
 KV5848  ELLP ORDER  -  FOURTH    CLASS I
 KV5848
 KV5848.The horizontal coordinates were established by GPS observations
 KV5848.and adjusted by the National Geodetic Survey in May 1999..
 KV5848
 KV5848.The orthometric height was determined by differential leveling
 KV5848.and adjusted by the National Geodetic Survey in March 2001..
 KV5848.No vertical observational check was made to the station.
 KV5848
 KV5848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5848
 KV5848.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5848
 KV5848.The ellipsoidal height was determined by GPS observations
 KV5848.and is referenced to NAD 83.
 KV5848
 KV5848.The geoid height was determined by GEOID03.
 KV5848
 KV5848.The dynamic height is computed by dividing the NAVD 88
 KV5848.geopotential number by the normal gravity value computed on the
 KV5848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV5848.degrees latitude (g = 980.6199 gals.).
 KV5848
 KV5848.The modeled gravity was interpolated from observed gravity values.
 KV5848
 KV5848;                    North         East     Units Scale Factor Converg.
 KV5848;SPC NJ       -   190,963.387   154,045.737   MT  0.99990020   +0 01 51.8
 KV5848;SPC NJ       -   626,519.05    505,398.39   sFT  0.99990020   +0 01 51.8
 KV5848;UTM  18      - 4,489,330.804   546,377.925   MT  0.99962648   +0 21 22.1
 KV5848
 KV5848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5848!SPC NJ       -   1.00000191  x   0.99990020  =   0.99990211
 KV5848!UTM  18      -   1.00000191  x   0.99962648  =   0.99962839
 KV5848
 KV5848|---------------------------------------------------------------------|
 KV5848| PID    Reference Object                     Distance      Geod. Az  |
 KV5848|                                                           dddmmss.s |
 KV5848| KV5841 BOUND                               331.959 METERS 03053     |
 KV5848|---------------------------------------------------------------------|
 KV5848
 KV5848                          SUPERSEDED SURVEY CONTROL
 KV5848
 KV5848  ELLIP H (05/14/99)  -12.16   (m)                       GP(       ) 4 1
 KV5848  NAD 83(1996)-  40 33 12.38627(N)    074 27 08.02903(W) AD(       ) 1
 KV5848  NAD 83(1986)-  40 33 12.38696(N)    074 27 08.03024(W) AD(       ) 1
 KV5848  NAD 83(1986)-  40 33 12.38677(N)    074 27 08.02662(W) AD(       ) 1
 KV5848  NGVD 29 (09/27/88)   21.1    (m)           69.     (f) GPS OBS        
 KV5848
 KV5848.Superseded values are not recommended for survey control.
 KV5848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5848.See file dsdata.txt to determine how the superseded data were derived.
 KV5848
 KV5848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4637889331(NAD 83)
 KV5848_MARKER: DG = GRAVITY STATION DISK
 KV5848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5848_SP_SET: SQUARE CONCRETE MONUMENT
 KV5848_STAMPING: NELSON
 KV5848_MARK LOGO: NONE  
 KV5848_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5848+STABILITY: SURFACE MOTION
 KV5848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5848+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1997
 KV5848
 KV5848  HISTORY     - Date     Condition        Report By
 KV5848  HISTORY     - 1985     MONUMENTED       PSEG
 KV5848  HISTORY     - 1985     GOOD             GEOHYD
 KV5848  HISTORY     - 19901114 GOOD             NJGS
 KV5848  HISTORY     - 19970707 GOOD             NJGS
 KV5848
 KV5848                          STATION DESCRIPTION
 KV5848
 KV5848'DESCRIBED BY PUBLIC SERVICE E + G 1985 (AXH)
 KV5848'THE STATION IS LOCATED ABOUT 0.6 KM (0.4 MI) WEST OF THE JUNCTION
 KV5848'OF INTERSTATE I278/95 AND WASHINGTON AVENUE IN PISCATAWAY.
 KV5848'OWNERSHIP--PSE+G
 KV5848'
 KV5848'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE I287/95 AND
 KV5848'WASHINGTON AVENUE, GO SOUTH ON WASHINGTON AVENUE FOR ABOUT 50
 KV5848'METERS.  TURN RIGHT AND GO ABOUT 300 METERS TO A SIDE ROAD LEFT.
 KV5848'GO WEST ALONG THIS ROAD FOR 300 METERS TO THE STATION ON THE LEFT.
 KV5848'
 KV5848'THE STATION IS A STANDARD PSE+G DISK SET IN A CONCRETE MONUMENT
 KV5848'PROJECTING 3 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 KV5848'21.601 METERS NORTHEAST OF THE NORTHEAST CORNER OF THE MASONARY
 KV5848'SUBSTATION, 21.184 METERS NORTHWEST OF POWER POLE 7934PC-LN8012 AND
 KV5848'4.930 METERS SOUTHEAST OF A RAILROAD SPIKE IN THE EDGE OF THE
 KV5848'PAVEMENT.
 KV5848'
 KV5848'DESCRIBED BY--GEO/HYDRO
 KV5848
 KV5848                          STATION RECOVERY (1985)
 KV5848
 KV5848'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1985
 KV5848'RECOVERED IN GOOD CONDITION.
 KV5848
 KV5848                          STATION RECOVERY (1990)
 KV5848
 KV5848'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5848'THE STATION IS LOCATED IN PISCATAWAY TOWNSHIP, AT THE PUBLIC SREVICE
 KV5848'GAS AND ELECTRIC COMPANY SUBSTATION NEAR INTERSTATE 287.  TO REACH
 KV5848'THE STATION FROM THE JUNCTION OF INTERSTATE 287 ANN WASHINGTON
 KV5848'AVENUE, GO 50 M (164.0 FT) SOUTH ON WASHINGTON AVENUE TO A TRAFFIC
 KV5848'LIGHT, TURN RIGHT AND GO 0.48 KM (0.30 MI) WEST ON AN ACCESS ROAD TO
 KV5848'THE JUNCTION WITH ANOTHER ACCESS ROAD, TURN LEFT AND GO 0.16 KM
 KV5848'(0.10 MI) SOUTH TO THE STATION ON THE LEFT.  THE STATION IS 22.3 M
 KV5848'(73.2 FT) NORTH NORTHEAST OF THE EAST CORNER OF A ONE STORY BLOCK
 KV5848'BUILDING, 21.1 M (69.2 FT) NORTHEAST OF THE NORTH CORNER OF THE SAME
 KV5848'BUILDING, 21.3 M (69.9 FT) NORTHWEST OF POLE 7934 PC LN 8012, 16.9 M
 KV5848'(55.4 FT) EAST NORTHEAST OF A PUBLIC SERVICE MANHOLE, 4.9 M
 KV5848'(16.1 FT) SOUTHEAST OF A RAILROAD SPIKE IN THE ROAD.
 KV5848
 KV5848                          STATION RECOVERY (1997)
 KV5848
 KV5848'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 KV5848'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6986 ***********************************************************************
 KV6986  DESIGNATION -  NEPTUNE 1
 KV6986  PID         -  KV6986
 KV6986  STATE/COUNTY-  NJ/MONMOUTH
 KV6986  USGS QUAD   -  ASBURY PARK (1989)
 KV6986
 KV6986                         *CURRENT SURVEY CONTROL
 KV6986  ___________________________________________________________________
 KV6986* NAD 83(1996)-  40 12 48.24882(N)    074 05 51.68671(W)     ADJUSTED  
 KV6986* NAVD 88     -        26.2    (meters)      86.     (feet)  GPS OBS   
 KV6986  ___________________________________________________________________
 KV6986  X           -   1,336,408.088 (meters)                     COMP
 KV6986  Y           -  -4,690,779.493 (meters)                     COMP
 KV6986  Z           -   4,096,104.807 (meters)                     COMP
 KV6986  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 KV6986  ELLIP HEIGHT-          -6.45  (meters)          (10/23/02) GPS OBS
 KV6986  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KV6986
 KV6986  HORZ ORDER  -  FIRST
 KV6986  ELLP ORDER  -  FOURTH    CLASS I
 KV6986
 KV6986.The horizontal coordinates were established by GPS observations
 KV6986.and adjusted by the National Geodetic Survey in May 1999..
 KV6986
 KV6986.The orthometric height was determined by GPS observations and a
 KV6986.high-resolution geoid model.
 KV6986
 KV6986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6986
 KV6986.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6986
 KV6986.The ellipsoidal height was determined by GPS observations
 KV6986.and is referenced to NAD 83.
 KV6986
 KV6986.The geoid height was determined by GEOID03.
 KV6986
 KV6986;                    North         East     Units Scale Factor Converg.
 KV6986;SPC NJ       -   153,285.161   184,244.176   MT  0.99991443   +0 15 35.1
 KV6986;SPC NJ       -   502,903.07    604,474.43   sFT  0.99991443   +0 15 35.1
 KV6986;UTM  18      - 4,451,833.600   576,781.081   MT  0.99967257   +0 34 57.3
 KV6986
 KV6986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6986!SPC NJ       -   1.00000101  x   0.99991443  =   0.99991544
 KV6986!UTM  18      -   1.00000101  x   0.99967257  =   0.99967358
 KV6986
 KV6986:                Primary Azimuth Mark                     Grid Az
 KV6986:SPC NJ       -  NEPTUNE 2                                003 12 43.5
 KV6986:UTM  18      -  NEPTUNE 2                                002 53 21.3
 KV6986
 KV6986|---------------------------------------------------------------------|
 KV6986| PID    Reference Object                     Distance      Geod. Az  |
 KV6986|                                                           dddmmss.s |
 KV6986| KV6987 NEPTUNE 2                           APPROX. 0.6 KM 0032818.6 |
 KV6986|---------------------------------------------------------------------|
 KV6986
 KV6986                          SUPERSEDED SURVEY CONTROL
 KV6986
 KV6986  ELLIP H (05/14/99)   -6.47   (m)                       GP(       ) 4 1
 KV6986  NAD 83(1992)-  40 12 48.24853(N)    074 05 51.68785(W) AD(       ) 1
 KV6986  ELLIP H (04/25/94)   -6.48   (m)                       GP(       ) 3 1
 KV6986  NAD 83(1986)-  40 12 48.24973(N)    074 05 51.68956(W) AD(       ) 1
 KV6986
 KV6986.Superseded values are not recommended for survey control.
 KV6986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6986.See file dsdata.txt to determine how the superseded data were derived.
 KV6986
 KV6986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7678151834(NAD 83)
 KV6986_MARKER: DD = SURVEY DISK
 KV6986_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6986_SP_SET: BRIDGE ABUTMENT
 KV6986_STAMPING: NEPTUNE 1 1991
 KV6986_MARK LOGO: NJHA  
 KV6986_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6986+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1993
 KV6986
 KV6986  HISTORY     - Date     Condition        Report By
 KV6986  HISTORY     - 1991     MONUMENTED       NJHA
 KV6986  HISTORY     - 19930708 GOOD             NJGS
 KV6986  HISTORY     - 19931122 GOOD             NJGS
 KV6986
 KV6986                          STATION DESCRIPTION
 KV6986
 KV6986'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV6986'THE STATION IS LOCATED IN THE BOROUGH OF TINTON FALLS ON THE WEST
 KV6986'ABUTMENT OF THE BRIDGE CARRYING STATE HIGHWAY 33 OVER THE GARDEN
 KV6986'STATE PARKWAY NORTHBOUND LANES AT ABOUT MILEPOINT 101.2.  TO REACH
 KV6986'THE STATION FROM THE GARDEN STATE PARKWAY, EXIT THE SOUTHBOUND LANES
 KV6986'AT INTERCHANGE 100B, FOLLOW THE RAMP TO STATE HIGHWAY 33 EAST, GO
 KV6986'ABOUT 0.1 MI (0.2 KM) EAST ON STATE HIGHWAY 33 TO THE STATION ON THE
 KV6986'RIGHT, SET IN THE TOP OF THE ABUTMENT AT THE SOUTHWEST END OF THE
 KV6986'BRIDGE.  THE STATION IS 1.2 FT (0.4 M) WEST SOUTHWEST  FROM THE WEST
 KV6986'ABUTMENT JOINT AND 2.4 FT (0.7 M) SOUTH SOUTHWEST FROM THE SOUTH CURB
 KV6986'OF STATE HIGHWAY 33.
 KV6986'THE STATION IS LOCATED IN THE BOROUGH OF TINTON FALLS ON THE WEST
 KV6986'ABUTMENT OF THE BRIDGE CARRYING ROUTE 33 OVER THE GARDEN STATE
 KV6986'PARKWAY NORTHBOUND LANES AT ABOUT MILEPOINT 101.2.  TO REACH THE
 KV6986'STATION FROM THE GARDEN STATE PARKWAY, EXIT THE SOUTHBOUND LANES AT
 KV6986'INTERCHANGE 100-B, FOLLOW THE RAMP TO ROUTE 33 EAST, GO ABOUT 0.1 MI
 KV6986'(0.2 KM) EAST ON ROUTE 33 TO THE STATION ON THE RIGHT SET IN THE
 KV6986'ABUTMENT HEADERWALL FLUSH WITH THE SOUTH SIDEWALK AT THE WEST END OF
 KV6986'THE BRIDGE OVER NORTHBOUND GARDEN STATE PARKWAY.  THE STATION IS 1.2
 KV6986'FT (0.4 M) WEST SOUTHWEST FROM THE WEST ABUTMENT JOINT AND 2.4 FT
 KV6986'(0.7 M) SOUTH SOUTHWEST FROM THE SOUTH CURB OF ROUTE 33.
 KV6986'THE STATION IS ADJACENT TO A HIGH CHAIN LINK BRIDGE FENCE WHICH CURVES
 KV6986'INWARD AT THE TOP.  A HIGH SET-UP WILL BE NEEDED TO AVOID CYCLE
 KV6986'SLIPS.
 KV6986
 KV6986                          STATION RECOVERY (1993)
 KV6986
 KV6986'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (FAC)
 KV6986'THE STATION IS LOCATED IN THE BOROUGH OF TINTON FALLS ON THE WEST
 KV6986'ABUTMENT OF THE BRIDGE CARRYING STATE HIGHWAY 33 OVER THE GARDEN STATE
 KV6986'PARKWAY NORTHBOUND LANES AT ABOUT MILEPOINT 101.2.  TO REACH THE
 KV6986'STATION FROM THE GARDEN STATE PARKWAY, EXIT THE SOUTHBOUND LANES AT
 KV6986'INTERCHANGE 100B, FOLLOW THE RAMP TO STATE HIGHWAY 33 EAST, GO ABOUT
 KV6986'0.1 MI (0.2 KM) EAST ON STATE HIGHWAY 33 TO THE STATION ON THE RIGHT,
 KV6986'SET IN THE TOP OF THE ABUTMENT AT THE SOUTHWEST END OF THE BRIDGE.
 KV6986'THE STATION IS 1.2 FT (0.4 M) WEST SOUTHWEST  FROM THE WEST ABUTMENT
 KV6986'JOINT AND 2.4 FT (0.7 M) SOUTH SOUTHWEST FROM THE SOUTH CURB OF STATE
 KV6986'HIGHWAY 33.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6987 ***********************************************************************
 KV6987  DESIGNATION -  NEPTUNE 2
 KV6987  PID         -  KV6987
 KV6987  STATE/COUNTY-  NJ/MONMOUTH
 KV6987  USGS QUAD   -  ASBURY PARK (1989)
 KV6987
 KV6987                         *CURRENT SURVEY CONTROL
 KV6987  ___________________________________________________________________
 KV6987* NAD 83(1996)-  40 13 07.75125(N)    074 05 50.14325(W)     ADJUSTED  
 KV6987* NAVD 88     -        28.7    (meters)      94.     (feet)  GPS OBS   
 KV6987  ___________________________________________________________________
 KV6987  X           -   1,336,337.273 (meters)                     COMP
 KV6987  Y           -  -4,690,397.740 (meters)                     COMP
 KV6987  Z           -   4,096,565.710 (meters)                     COMP
 KV6987  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 KV6987  ELLIP HEIGHT-          -4.03  (meters)          (10/23/02) GPS OBS
 KV6987  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KV6987
 KV6987  HORZ ORDER  -  FIRST
 KV6987  ELLP ORDER  -  FOURTH    CLASS I
 KV6987
 KV6987.The horizontal coordinates were established by GPS observations
 KV6987.and adjusted by the National Geodetic Survey in May 1999..
 KV6987
 KV6987.The orthometric height was determined by GPS observations and a
 KV6987.high-resolution geoid model.
 KV6987
 KV6987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6987
 KV6987.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6987
 KV6987.The ellipsoidal height was determined by GPS observations
 KV6987.and is referenced to NAD 83.
 KV6987
 KV6987.The geoid height was determined by GEOID03.
 KV6987
 KV6987;                    North         East     Units Scale Factor Converg.
 KV6987;SPC NJ       -   153,886.804   184,277.940   MT  0.99991446   +0 15 36.2
 KV6987;SPC NJ       -   504,876.96    604,585.21   sFT  0.99991446   +0 15 36.2
 KV6987;UTM  18      - 4,452,435.278   576,811.447   MT  0.99967263   +0 34 58.6
 KV6987
 KV6987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6987!SPC NJ       -   1.00000063  x   0.99991446  =   0.99991509
 KV6987!UTM  18      -   1.00000063  x   0.99967263  =   0.99967326
 KV6987
 KV6987:                Primary Azimuth Mark                     Grid Az
 KV6987:SPC NJ       -  NEPTUNE 1                                183 12 43.4
 KV6987:UTM  18      -  NEPTUNE 1                                182 53 21.0
 KV6987
 KV6987|---------------------------------------------------------------------|
 KV6987| PID    Reference Object                     Distance      Geod. Az  |
 KV6987|                                                           dddmmss.s |
 KV6987| KV6986 NEPTUNE 1                           APPROX. 0.6 KM 1832819.6 |
 KV6987|---------------------------------------------------------------------|
 KV6987
 KV6987                          SUPERSEDED SURVEY CONTROL
 KV6987
 KV6987  ELLIP H (05/14/99)   -4.04   (m)                       GP(       ) 4 1
 KV6987  NAD 83(1992)-  40 13 07.75130(N)    074 05 50.14469(W) AD(       ) 1
 KV6987  ELLIP H (04/25/94)   -4.08   (m)                       GP(       ) 3 1
 KV6987  NAD 83(1986)-  40 13 07.75235(N)    074 05 50.14610(W) AD(       ) 1
 KV6987
 KV6987.Superseded values are not recommended for survey control.
 KV6987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6987.See file dsdata.txt to determine how the superseded data were derived.
 KV6987
 KV6987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7681152435(NAD 83)
 KV6987_MARKER: DD = SURVEY DISK
 KV6987_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6987_SP_SET: BRIDGE ABUTMENT
 KV6987_STAMPING: NEPTUNE 2 1991
 KV6987_MARK LOGO: NJHA  
 KV6987_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6987+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1994
 KV6987
 KV6987  HISTORY     - Date     Condition        Report By
 KV6987  HISTORY     - 1991     MONUMENTED       NJHA
 KV6987  HISTORY     - 19930304 GOOD             NJGS
 KV6987  HISTORY     - 19940630 GOOD             NJGS
 KV6987
 KV6987                          STATION DESCRIPTION
 KV6987
 KV6987'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV6987'THE STATION IS LOCATED IN THE BOROUGH OF TINTON FALLS AT THE EAST END
 KV6987'OF THE BRIDGE CARRYING STATE HIGHWAY 66 OVER THE NORTHBOUND LANES OF
 KV6987'THE GARDEN STATE PARKWAY AT ABOUT MILEPOINT 101.6 OF THE NORTHBOUND
 KV6987'ROADWAY.  TO REACH THE STATION FROM THE GARDEN STATE PARKWAY AT
 KV6987'INTERCHANGE 100B, FOLLOW THE EXIT RAMP FOR ABOUT 0.1 MI (0.2 KM) WEST
 KV6987'FROM THE JUNCTION WITH STATE HIGHWAY 66 TO THE STATION ON THE RIGHT,
 KV6987'SET FLUSH IN THE TOP OF THE ABUTMENT BACKWALL HEADER AT THE EAST END
 KV6987'OF THE BRIDGE.  THE STATION IS 1.0 FT (0.3 M) EAST FROM THE EAST
 KV6987'ABUTMENT JOINT AND 2.1 FT (0.6 M) NORTHWEST FROM THE NORTH CURB OF
 KV6987'STATE HIGHWAY 66.
 KV6987'THE STATION IS LOCATED IN THE BOROUGH OF TINTON FALLS ON THE EAST
 KV6987'ABUTMENT OF THE BRIDGE CARRYING ROUTE 66 OVER THE GARDEN STATE
 KV6987'PARKWAY AT ABOUT MILEPOINT 101.6 OF THE NORTHBOUND ROADWAYS.  TO
 KV6987'REACH THE STATION FROM THE GARDEN STATE PARKWAY, EXIT THE NORTHBOUND
 KV6987'LANES AT INTERCHANGE 100 B TOWARD ROUTE 66 WEST AND FREEHOLD, GO
 KV6987'ABOUT 0.1 MI (0.2 KM) WEST FROM WHERE THE RAMP MEETS ROUTE 66 TO THE
 KV6987'STATION ON THE RIGHT, SET IN THE ABUTMENT HEADERWALL FLUSH WITH THE
 KV6987'NORTH SIDEWALK AT THE EAST END OF THE BRIDGE OVER THE NORTHBOUND
 KV6987'ROADWAYS OF THE GARDEN STATE PARKWAY.  THE STATION IS 1.0 FT (0.3 M)
 KV6987'EAST FROM THE EAST ABUTMENT JOINT AND 2.1 FT (0.6 M) NORTHWEST FROM
 KV6987'THE NORTH CURB OF ROUTE 66.
 KV6987'THE STATION IS ADJACENT TO A HIGH CHAIN LINK BRIDGE FENCE.  A HIGH
 KV6987'SETUP WOULD BE DESIRABLE TO REDUCE CYCLE SLIPS OF SIGNALS FROM SPACE
 KV6987'VEHICLES.
 KV6987
 KV6987                          STATION RECOVERY (1994)
 KV6987
 KV6987'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 KV6987'THE STATION IS LOCATED IN THE BOROUGH OF TINTON FALLS AT THE EAST END
 KV6987'OF THE BRIDGE CARRYING STATE HIGHWAY 66 OVER THE NORTHBOUND LANES OF
 KV6987'THE GARDEN STATE PARKWAY AT ABOUT MILEPOINT 101.6 OF THE NORTHBOUND
 KV6987'ROADWAY.  TO REACH THE STATION FROM THE GARDEN STATE PARKWAY AT
 KV6987'INTERCHANGE 100B, FOLLOW THE EXIT RAMP FOR ABOUT 0.1 MI (0.2 KM) WEST
 KV6987'FROM THE JUNCTION WITH STATE HIGHWAY 66 TO THE STATION ON THE RIGHT,
 KV6987'SET FLUSH IN THE TOP OF THE ABUTMENT BACKWALL HEADER AT THE EAST END
 KV6987'OF THE BRIDGE.  THE STATION IS 1.0 FT (0.3 M) EAST FROM THE EAST
 KV6987'ABUTMENT JOINT AND 2.1 FT (0.6 M) NORTHWEST FROM THE NORTH CURB OF
 KV6987'STATE HIGHWAY 66.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5138 ***********************************************************************
 KV5138  DESIGNATION -  NEPTUNE FITKIN MEM HOSP STACK
 KV5138  PID         -  KV5138
 KV5138  STATE/COUNTY-  NJ/MONMOUTH
 KV5138  USGS QUAD   -  ASBURY PARK (1989)
 KV5138
 KV5138                         *CURRENT SURVEY CONTROL
 KV5138  ___________________________________________________________________
 KV5138* NAD 83(1996)-  40 12 32.14409(N)    074 02 25.42328(W)     ADJUSTED  
 KV5138* NAVD 88     -                                                        
 KV5138  ___________________________________________________________________
 KV5138  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 KV5138  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV5138
 KV5138  HORZ ORDER  -  THIRD
 KV5138
 KV5138.The horizontal coordinates were established by classical geodetic methods
 KV5138.and adjusted by the National Geodetic Survey in September 1999..
 KV5138
 KV5138
 KV5138.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5138
 KV5138.The geoid height was determined by GEOID03.
 KV5138
 KV5138;                    North         East     Units Scale Factor Converg.
 KV5138;SPC NJ       -   152,812.157   189,123.694   MT  0.99991884   +0 17 48.2
 KV5138;SPC NJ       -   501,351.22    620,483.32   sFT  0.99991884   +0 17 48.2
 KV5138;UTM  18      - 4,451,388.203   581,662.018   MT  0.99968209   +0 37 10.3
 KV5138
 KV5138                          SUPERSEDED SURVEY CONTROL
 KV5138
 KV5138  NAD 83(1986)-  40 12 32.14261(N)    074 02 25.41885(W) AD(       ) 4
 KV5138  NAD 27      -  40 12 31.73000(N)    074 02 26.92000(W) AD(       ) 3
 KV5138
 KV5138.Superseded values are not recommended for survey control.
 KV5138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5138.See file dsdata.txt to determine how the superseded data were derived.
 KV5138
 KV5138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8166251388(NAD 83)
 KV5138_MARKER: 63 = STACK
 KV5138
 KV5138  HISTORY     - Date     Condition        Report By
 KV5138  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5138  HISTORY     - 1984     GOOD             USPSQD
 KV5138  HISTORY     - 19920801 MARK NOT FOUND   USPSQD
 KV5138
 KV5138                          STATION DESCRIPTION
 KV5138
 KV5138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5138'THE STATION IS THE CENTER OF THE TOP OF THE RED BRICK STACK AT
 KV5138'THE FITKIN MEMORIAL HOSPITAL ON STATE HIGHWAY 33 IN NEPTUNE.
 KV5138
 KV5138                          STATION RECOVERY (1984)
 KV5138
 KV5138'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5138'STATION FOUND GOOD.
 KV5138
 KV5138                          STATION RECOVERY (1992)
 KV5138
 KV5138'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5129 ***********************************************************************
 KV5129  DESIGNATION -  NEPTUNE MICROWAVE RELAY TOWER
 KV5129  PID         -  KV5129
 KV5129  STATE/COUNTY-  NJ/MONMOUTH
 KV5129  USGS QUAD   -  ASBURY PARK (1989)
 KV5129
 KV5129                         *CURRENT SURVEY CONTROL
 KV5129  ___________________________________________________________________
 KV5129* NAD 83(1996)-  40 13 29.65125(N)    074 03 17.40934(W)     ADJUSTED  
 KV5129* NAVD 88     -                                                        
 KV5129  ___________________________________________________________________
 KV5129  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 KV5129  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KV5129
 KV5129  HORZ ORDER  -  THIRD
 KV5129
 KV5129.The horizontal coordinates were established by classical geodetic methods
 KV5129.and adjusted by the National Geodetic Survey in September 1999..
 KV5129
 KV5129
 KV5129.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5129
 KV5129.The geoid height was determined by GEOID03.
 KV5129
 KV5129;                    North         East     Units Scale Factor Converg.
 KV5129;SPC NJ       -   154,579.480   187,885.543   MT  0.99991766   +0 17 14.9
 KV5129;SPC NJ       -   507,149.51    616,421.15   sFT  0.99991766   +0 17 14.9
 KV5129;UTM  18      - 4,453,148.103   580,414.224   MT  0.99967960   +0 36 37.5
 KV5129
 KV5129                          SUPERSEDED SURVEY CONTROL
 KV5129
 KV5129  NAD 83(1986)-  40 13 29.65013(N)    074 03 17.40618(W) AD(       ) 4
 KV5129  NAD 27      -  40 13 29.24500(N)    074 03 18.90700(W) AD(       ) 3
 KV5129
 KV5129.Superseded values are not recommended for survey control.
 KV5129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5129.See file dsdata.txt to determine how the superseded data were derived.
 KV5129
 KV5129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8041453148(NAD 83)
 KV5129_MARKER: 45 = MICROWAVE TOWER
 KV5129
 KV5129  HISTORY     - Date     Condition        Report By
 KV5129  HISTORY     - 1962     FIRST OBSERVED   CGS
 KV5129  HISTORY     - 1967     GOOD             CGS
 KV5129  HISTORY     - 19920801 GOOD             USPSQD
 KV5129
 KV5129                          STATION DESCRIPTION
 KV5129
 KV5129'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV5129'THE STATION IS THE CENTER OF THE TOP OF THE TOWER.  IT IS A
 KV5129'4 LEG STEEL STRUCTURE, PAINTED INTERNATIONAL RED AND WHITE WITH
 KV5129'A RED LIGHT AT THE TOP.  THE OVERALL HEIGHT OF THE TOWER IS ABOUT
 KV5129'150 FEET.
 KV5129'
 KV5129'IT IS LOCATED ABOUT 1-1/2 MILES WEST OF NEPTUNE AND 0.2 MILE
 KV5129'NORTH OF BANGS ROAD.
 KV5129
 KV5129                          STATION RECOVERY (1967)
 KV5129
 KV5129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GMW)
 KV5129'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 KV5129'ORIGINAL DESCRIPTION.
 KV5129'
 KV5129'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5129'2 MILES WEST OF ASBURY PARK.
 KV5129
 KV5129                          STATION RECOVERY (1992)
 KV5129
 KV5129'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5132 ***********************************************************************
 KV5132  DESIGNATION -  NEPTUNE RADIO STA WJLK TOWER
 KV5132  PID         -  KV5132
 KV5132  STATE/COUNTY-  NJ/MONMOUTH
 KV5132  USGS QUAD   -  ASBURY PARK (1989)
 KV5132
 KV5132                         *CURRENT SURVEY CONTROL
 KV5132  ___________________________________________________________________
 KV5132* NAD 83(1996)-  40 13 05.51223(N)    074 02 33.34277(W)     ADJUSTED  
 KV5132* NAVD 88     -                                                        
 KV5132  ___________________________________________________________________
 KV5132  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 KV5132  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV5132
 KV5132  HORZ ORDER  -  THIRD
 KV5132
 KV5132.The horizontal coordinates were established by classical geodetic methods
 KV5132.and adjusted by the National Geodetic Survey in September 1999..
 KV5132
 KV5132
 KV5132.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5132
 KV5132.The geoid height was determined by GEOID03.
 KV5132
 KV5132;                    North         East     Units Scale Factor Converg.
 KV5132;SPC NJ       -   153,840.302   188,931.127   MT  0.99991865   +0 17 43.3
 KV5132;SPC NJ       -   504,724.39    619,851.54   sFT  0.99991865   +0 17 43.3
 KV5132;UTM  18      - 4,452,415.004   581,463.707   MT  0.99968169   +0 37 05.6
 KV5132
 KV5132                          SUPERSEDED SURVEY CONTROL
 KV5132
 KV5132  NAD 83(1986)-  40 13 05.51104(N)    074 02 33.33871(W) AD(       ) 4
 KV5132  NAD 27      -  40 13 05.10500(N)    074 02 34.84000(W) AD(       ) 3
 KV5132
 KV5132.Superseded values are not recommended for survey control.
 KV5132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5132.See file dsdata.txt to determine how the superseded data were derived.
 KV5132
 KV5132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8146452415(NAD 83)
 KV5132_MARKER: 43 = RADIO/TV TOWER
 KV5132
 KV5132  HISTORY     - Date     Condition        Report By
 KV5132  HISTORY     - 1962     FIRST OBSERVED   CGS
 KV5132  HISTORY     - 1967     GOOD             CGS
 KV5132  HISTORY     - 19920801 GOOD             USPSQD
 KV5132
 KV5132                          STATION DESCRIPTION
 KV5132
 KV5132'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV5132'THE STATION IS THE TOP OF A POLE ANTENNA ON TOP OF AN
 KV5132'INTERNATIONAL RED AND WHITE STEEL TRANSMITTER TOWER.  THE OVERALL
 KV5132'HEIGHT OF THE TOWER AND POLE ANTENNA IS 242 FEET.
 KV5132'
 KV5132'THE STATION IS LOCATED ABOUT 0.5 MILE WEST OF N. J. ROUTE 35 ON
 KV5132'BANGS ROAD IN NEPTUNE, ABOUT 50 PACES NORTH OF THE ROAD.
 KV5132
 KV5132                          STATION RECOVERY (1967)
 KV5132
 KV5132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GMW)
 KV5132'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE ORIGINAL
 KV5132'DESCRIPTION WITH THE ADDITION, A 160 FOOT RADIO MAST NOW EXISTS
 KV5132'ABOUT 355 DEG, 93.9 FEET FROM THE STATION.
 KV5132'
 KV5132'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5132'2 MILES WEST OF ASBURY PARK.
 KV5132
 KV5132                          STATION RECOVERY (1992)
 KV5132
 KV5132'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5508 ***********************************************************************
 KV5508  DESIGNATION -  NESHANIC
 KV5508  PID         -  KV5508
 KV5508  STATE/COUNTY-  NJ/SOMERSET
 KV5508  USGS QUAD   -  ROCKY HILL (1970)
 KV5508
 KV5508                         *CURRENT SURVEY CONTROL
 KV5508  ___________________________________________________________________
 KV5508* NAD 83(1996)-  40 28 30.39031(N)    074 42 39.69613(W)     ADJUSTED  
 KV5508* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 KV5508  ___________________________________________________________________
 KV5508  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 KV5508  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KV5508
 KV5508  HORZ ORDER  -  FIRST
 KV5508
 KV5508.The horizontal coordinates were established by classical geodetic methods
 KV5508.and adjusted by the National Geodetic Survey in September 1999..
 KV5508
 KV5508.The orthometric height was scaled from a topographic map.
 KV5508
 KV5508.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5508
 KV5508.The geoid height was determined by GEOID03.
 KV5508
 KV5508;                    North         East     Units Scale Factor Converg.
 KV5508;SPC NJ       -   182,286.182   132,106.911   MT  0.99990394   -0 08 13.1
 KV5508;SPC NJ       -   598,050.58    433,420.76   sFT  0.99990394   -0 08 13.1
 KV5508;UTM  18      - 4,480,531.873   524,494.886   MT  0.99960739   +0 11 15.3
 KV5508
 KV5508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5508!SPC NJ       -   0.99997926  x   0.99990394  =   0.99988320
 KV5508!UTM  18      -   0.99997926  x   0.99960739  =   0.99958666
 KV5508
 KV5508:                Primary Azimuth Mark                     Grid Az
 KV5508:SPC NJ       -  PRINCETON NE BASE                        102 32 08.8
 KV5508:UTM  18      -  PRINCETON NE BASE                        102 12 40.4
 KV5508
 KV5508|---------------------------------------------------------------------|
 KV5508| PID    Reference Object                     Distance      Geod. Az  |
 KV5508|                                                           dddmmss.s |
 KV5508| KV5510 PRINCETON NE BASE                   APPROX. 4.2 KM 1022355.7 |
 KV5508| CB5396 NESHANIC RM 1                        39.517 METERS 16254     |
 KV5508| KV5503 AIRWAY BN 72 E OF MT ROSE           APPROX.11.5 KM 1683427.2 |
 KV5508| CB5397 NESHANIC RM 2                        55.600 METERS 27827     |
 KV5508|---------------------------------------------------------------------|
 KV5508
 KV5508                          SUPERSEDED SURVEY CONTROL
 KV5508
 KV5508  NAD 83(1986)-  40 28 30.38948(N)    074 42 39.69819(W) AD(       ) 1
 KV5508  NAD 27      -  40 28 30.01300(N)    074 42 41.12000(W) AD(       ) 1
 KV5508
 KV5508.Superseded values are not recommended for survey control.
 KV5508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5508.See file dsdata.txt to determine how the superseded data were derived.
 KV5508
 KV5508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2449580532(NAD 83)
 KV5508_MARKER: DS = TRIANGULATION STATION DISK
 KV5508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5508
 KV5508  HISTORY     - Date     Condition        Report By
 KV5508  HISTORY     - 1929     MONUMENTED       CGS
 KV5508  HISTORY     - 1964     MARK NOT FOUND   SCS
 KV5508  HISTORY     - 1965     GOOD             CGS
 KV5508  HISTORY     - 1977     GOOD             NGS
 KV5508  HISTORY     - 20021130 MARK NOT FOUND   USPSQD
 KV5508
 KV5508                          STATION DESCRIPTION
 KV5508
 KV5508'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 KV5508'STATION IS ABOUT 6 MILES N OF HOPEWELL, ABOUT 3 MILES W OF BELLE
 KV5508'MEAD AND 1.5 MILES S OF THE VILLAGE OF NESHANIC ON LAND OWNED
 KV5508'BY WILLIAM KRYSOWATY WHO LIVES ON FARM WHERE STATION IS
 KV5508'LOCATED.  STATION IS IN KRYSOWATYS YARD, 54 PACES SSE OF FENCE
 KV5508'CORNER AT LANE LEADING TO HOUSE, 20 METERS E OF FENCE ON W SIDE
 KV5508'OF YARD, 23 METERS N OF FENCE ON S SIDE OF YARD.  MARK EXTENDS 6
 KV5508'INCHES ABOVE SURFACE OF THE GROUND.
 KV5508'
 KV5508'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 KV5508'IN CONCRETE AS DESCRIBED IN NOTES 1A AND 7A.  REFERENCE MARKS
 KV5508'ARE STANDARD BRONZE DISKS SET IN A BOULDER AS DESCRIBED IN NOTE
 KV5508'12C.
 KV5508'
 KV5508'REFERENCE MARK NO.1 IS S OF THE STATION IN A CULTIVATED FIELD,
 KV5508'IN TOP OF BOULDER WHICH IS ABOUT 8 INCHES ABOVE GROUND AND HAS
 KV5508'AN EXPOSED DIAMETER OF 4 FEET.  IT IS 3 METERS E BY S OF A
 KV5508'LARGER BOULDER THAT PROTRUDES ABOUT 2.5 FEET ABOVE
 KV5508'GROUND.  REFERENCE MARK NO.2 IS NW OF STATION IN A PASTURE.  IT
 KV5508'IS SET IN TOP OF LARGE BOULDER THAT PROTRUDES 3 FEET ABOVE GROUND
 KV5508'AND HAS AN EXPOSED DIAMETER OF 4 FEET.  MARK IS 16 METERS S
 KV5508'OF CENTER LINE OF LANE.
 KV5508'
 KV5508'TO REACH STATION FROM PRINCETON, FOLLOW ROUTE 31 N TO A NARROW
 KV5508'GRAVEL ROAD WHICH IS ABOUT 1.5 MILES BEYOND THE VILLAGE OF BELLE
 KV5508'MEAD.  HERE TURN LEFT AND FOLLOW THE MAIN ROAD TO THE VILLAGE OF
 KV5508'NESHANIC.  HERE TAKE DIRT ROAD LEADING S UP CREEK, JUST E OF A
 KV5508'CULVERT AND 30 YARDS W OF THE FORKS OF THE MACADAM ROADS IN
 KV5508'NESHANIC.  FOLLOW THIS DIRT ROAD 1.6 MILES TO A LANE THAT MAKES
 KV5508'A SHORT JOG TO THE LEFT THEN S AND E TO MR. KRYSOWATYS HOME
 KV5508'WHERE STATION IS LOCATED.
 KV5508'
 KV5508'HEIGHT OF SIGNAL ABOVE STATION MARK - 30.7 METERS.
 KV5508
 KV5508                          STATION RECOVERY (1964)
 KV5508
 KV5508'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1964
 KV5508'STATION AND REFERENCES WERE NOT RECOVERED DUE TO DESTRUCTION OF
 KV5508'HOUSE AND FENCES IN DESCRIPTION.  EXTREME UNDERGROWTH HAMPERS
 KV5508'SEARCH.  (6 IN DIA. TREE GROWING FROM WITHIN HOUSE FOUNDATION).
 KV5508'
 KV5508'THE ABOVE MENTIONED HOUSE WAS BURNED TWICE AND REBUILT AND
 KV5508'BURNED A THIRD TIME AND COMPLETELY DESTROYED.  COMMUNICATIONS
 KV5508'COMPANIES, DURING WWII, BUILT STRUCTURES NEAR THE HOUSE SITE,
 KV5508'WHICH HAVE SINCE BEEN REMOVED.  A BELL TELEPHONE CHAIN-LINK
 KV5508'FENCE IS ALSO LOCATED NEAR THE SITE.
 KV5508
 KV5508                          STATION RECOVERY (1965)
 KV5508
 KV5508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVB)
 KV5508'THE STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 KV5508'ALL RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 KV5508'
 KV5508'FOLLOWING ARE A FEW ADDITIONAL NOTES AND A TO REACH DESCRIPTION--
 KV5508'
 KV5508'THE OLD HOUSE MENTIONED IN DESCRIPTION AT STATION SITE HAS BEEN
 KV5508'TORN DOWN AND NO BUILDINGS REMAIN IN THE AREA OF THE STATION.  THE
 KV5508'STATION IS IN THE WOODS, JUST SOUTH OF A CLEARED AREA AND 48 PACES
 KV5508'SOUTH OF A GATE INTO A FENCED AREA OF THE BELL TELEPHONE
 KV5508'LABORATORIES INC, AND IS SOUTH OF THE END OF ROAD.
 KV5508'
 KV5508'TO REACH FROM THE POST OFFICE IN BELLE MEADE.  GO NORTH ON
 KV5508'U.S. HWY. 206 FOR 2.5 MILES TO A CROSSROAD, JUST SOUTH OF A LARGE
 KV5508'SCHOOL BUILDING, TURN LEFT AND GO WEST FOR 2.45 MILES TO A FORK AT
 KV5508'STORE ON LEFT, TAKE LEFT FORK AND CONTINUE FOR 2.2 MILES TO A
 KV5508'LARGE CHURCH ON RIGHT IN VILLAGE OF NESHANTIC, CONTINUE AHEAD
 KV5508'TO THE LEFT FOR 0.05 MILE, TURN LEFT AND GO SOUTH ON SURFACED
 KV5508'ROAD FOR 1.55 MILES TO A DIM ROAD LEFT INTO FIELDS AT SUMMIT OF
 KV5508'GRADE, JUST BEFORE REACHING A SHARP TURN IN ROAD TO RIGHT,
 KV5508'TURN LEFT INTO FIELD AND THEN RIGHT AND GO SOUTH AND EAST ON
 KV5508'FIELD ROAD FOR ABOUT 0.3 MILE TO END OF ROAD, AT A FENCED
 KV5508'AREA ON LEFT AND STATION ON RIGHT, 48 PACES SOUTH OF GATE IN
 KV5508'FENCE.
 KV5508
 KV5508                          STATION RECOVERY (1977)
 KV5508
 KV5508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KV5508'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KV5508'CONDITION AS PREVIOUSLY DESCRIBED.  THIS STATION WAS NOT OCCUPIED
 KV5508'AT THIS DATE.
 KV5508'
 KV5508'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5508'1.5 MILES SOUTH OF NESHANIC.
 KV5508
 KV5508                          STATION RECOVERY (2002)
 KV5508
 KV5508'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV5508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2991 ***********************************************************************
 JU2991  DESIGNATION -  NESOCHAGUE
 JU2991  PID         -  JU2991
 JU2991  STATE/COUNTY-  NJ/ATLANTIC
 JU2991  USGS QUAD   -  ATSION (1997)
 JU2991
 JU2991                         *CURRENT SURVEY CONTROL
 JU2991  ___________________________________________________________________
 JU2991* NAD 83(1996)-  39 39 42.34731(N)    074 41 07.39527(W)     ADJUSTED  
 JU2991* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 JU2991  ___________________________________________________________________
 JU2991  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 JU2991  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JU2991
 JU2991  HORZ ORDER  -  FIRST
 JU2991
 JU2991.The horizontal coordinates were established by classical geodetic methods
 JU2991.and adjusted by the National Geodetic Survey in September 1999..
 JU2991
 JU2991.The orthometric height was scaled from a topographic map.
 JU2991
 JU2991.Photographs are available for this station.
 JU2991
 JU2991.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2991
 JU2991.The geoid height was determined by GEOID03.
 JU2991
 JU2991;                    North         East     Units Scale Factor Converg.
 JU2991;SPC NJ       -    91,979.682   134,092.793   MT  0.99990311   -0 07 06.0
 JU2991;SPC NJ       -   301,770.01    439,936.11   sFT  0.99990311   -0 07 06.0
 JU2991;UTM  18      - 4,390,264.625   526,987.280   MT  0.99960897   +0 12 02.9
 JU2991
 JU2991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2991!SPC NJ       -   1.00000402  x   0.99990311  =   0.99990713
 JU2991!UTM  18      -   1.00000402  x   0.99960897  =   0.99961299
 JU2991
 JU2991|---------------------------------------------------------------------|
 JU2991| PID    Reference Object                     Distance      Geod. Az  |
 JU2991|                                                           dddmmss.s |
 JU2991| CB2333 NESOCHAGUE RM 1                      24.215 METERS 00252     |
 JU2991| JU2995 FIRE LOT NEAR BATSTO                APPROX. 3.9 KM 1102343.7 |
 JU2991| JU3002 PINEY                               APPROX. 7.9 KM 2272901.0 |
 JU2991| CB2334 NESOCHAGUE RM 2                      22.450 METERS 27117     |
 JU2991| CB2332 NESOCHAGUE AZ MK                                   3001630.9 |
 JU2991|---------------------------------------------------------------------|
 JU2991
 JU2991                          SUPERSEDED SURVEY CONTROL
 JU2991
 JU2991  NAD 83(1986)-  39 39 42.33428(N)    074 41 07.38674(W) AD(       ) 1
 JU2991  NAD 27      -  39 39 41.91000(N)    074 41 08.82400(W) AD(       ) 1
 JU2991
 JU2991.Superseded values are not recommended for survey control.
 JU2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2991.See file dsdata.txt to determine how the superseded data were derived.
 JU2991
 JU2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2698790265(NAD 83)
 JU2991_MARKER: DS = TRIANGULATION STATION DISK
 JU2991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2991_STAMPING: NESCOHAGUE 1935
 JU2991_MARK LOGO: CGS   
 JU2991_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2991+STABILITY: SURFACE MOTION
 JU2991_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2991+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2002
 JU2991
 JU2991  HISTORY     - Date     Condition        Report By
 JU2991  HISTORY     - 1935     MONUMENTED       CGS
 JU2991  HISTORY     - 19950425 GOOD             NJGS
 JU2991  HISTORY     - 20020525 GOOD             INDIV
 JU2991
 JU2991                          STATION DESCRIPTION
 JU2991
 JU2991'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU2991'STATION IS IN MULLICA TOWNSHIP, ABOUT 9 MILES NORTH-NORTHEAST OF
 JU2991'HAMMONTON, ON A BOGGY-TIMBERED FLAT, ABOUT 250 YARDS NORTHEAST
 JU2991'OF NESOCHAGUE BROOK, ON THE WOODS ROAD LEADING ACROSS THE BOG
 JU2991'FROM PLEASANT MILL TO ROCKWOOD, 6 PACES SOUTHEAST OF A 12-INCH
 JU2991'DEAD PINE TREE WITH A TRIANGULAR BLAZE, 5 PACES NORTHEAST OF
 JU2991'CENTERLINE OF A WOODS ROAD AT A SLIGHT CURVE, 8 PACES SOUTH OF A
 JU2991'10-INCH DEAD PINE TREE WITH TOP BROKEN OFF, STAMPED NESOCHAGUE
 JU2991'1935, AND PROJECTS 6 INCHES.  OWNER OF PROPERTY UNKNOWN.
 JU2991'NOTES 1A AND 7A.
 JU2991'
 JU2991'TO REACH STATION FROM HAMMONTON, GO NORTH ON BELLEVUE AVENUE
 JU2991'FROM PENNSYLVANIA RAILROAD STATION 1.25 MILES TO U.S. HIGHWAY 30,
 JU2991'TURN RIGHT AND GO 1.4 MILES TO A TARVIA ROAD ON LEFT ARROW
 JU2991'AUDOBON, TURN LEFT INTO THIS ROAD, GO 6.25 MILES, TURN LEFT ON
 JU2991'A SAND ROAD AT THE END OF SMALL CONCRETE BRIDGE, PASS SMALL
 JU2991'WHITE CHURCH ON RIGHT, CONTINUE 0.36 MILE AND KEEP STRAIGHT
 JU2991'AHEAD AT CROSSROADS, CONTINUE 0.10 MILE, CROSS FILLED-IN CANAL,
 JU2991'CONTINUE 0.3 MILE AND TAKE LEFT FORK AT TRIANGULAR-BLAZED
 JU2991'PINE TREE ON RIGHT, CONTINUE 0.35 MILE AND KEEP MAIN
 JU2991'RIGHT FORK, CONTINUE 1.15 MILES TO AN 8-INCH DEAD PINE WITH
 JU2991'TRIANGULAR BLAZE ON THE RIGHT AND THE STATION.
 JU2991'
 JU2991'REFERENCE MARK NO. 1 IS 24.215 METERS (79.45 FEET) NORTHEAST OF
 JU2991'STATION, 1 PACE SOUTHWEST OF A 4-INCH DEAD PINE TREE WITH TOP
 JU2991'BROKEN OFF, 2 PACES WEST OF ANOTHER 4-INCH DEAD PINE TREE,
 JU2991'PROJECTS 4 INCHES AND STAMPED NESOCHAGUE NO 1 1935.  NOTE 11A.
 JU2991'
 JU2991'REFERENCE MARK NO. 2 IS 22.450 METERS (73.65 FEET) WEST-NORTHWEST
 JU2991'OF STATION, 7 PACES SOUTHWEST OF A DIM WOODS ROAD, 5 PACES
 JU2991'SOUTH-SOUTHWEST OF AN 8-INCH DEAD PINE TREE, 5 PACES WEST-NORTHWEST
 JU2991'OF A 12-INCH LIVE PINE TREE, PROJECTS 5 INCHES AND STAMPED
 JU2991'NESOCHAGUE NO 2 1935.  NOTE 11A.
 JU2991'
 JU2991'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE NORTHWEST OF STATION,
 JU2991'7 PACES SOUTHWEST OF CENTERLINE OF DIM WOODS ROAD, 5 PACES
 JU2991'NORTH-NORTHEAST OF A 4-INCH PINE TREE, 15 PACES SOUTHWEST OF AN
 JU2991'18-INCH DEAD PINE TREE, PROJECTS 6 INCHES AND STAMPED NESOCHAGUE
 JU2991'1935.  NOTE 11A.
 JU2991'
 JU2991'REFERENCE MARK NO. 1 IS 33.25 METERS (109.75 FEET) FROM REFERENCE
 JU2991'MARK NO. 2.
 JU2991'
 JU2991'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 JU2991
 JU2991                          STATION RECOVERY (1995)
 JU2991
 JU2991'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU2991'THE STATION IS LOCATED IN MULLICA TOWNSHIP WITHIN THE BOUNDARY OF THE
 JU2991'WHARTON STATE FOREST.  TO REACH THE STATION FROM THE INTERSECTION OF
 JU2991'U.S.  HIGHWAYS 30 AND 206 AND STATE ROUTE 54 IN THE TOWN OF HAMMONTON,
 JU2991'GO SOUTHEAST ON U.S.  HIGHWAY 30 FOR 1.45 MI (2.33 KM) TO THE TEE
 JU2991'JUNCTION WITH HAMMONTON PLEASANT MILLS ROAD, ALSO KNOWN AS NESCO ROAD,
 JU2991'COUNTY ROAD 542, JUST SOUTHEAST OF THE KESSLER HOSPITAL. TURN LEFT AND
 JU2991'GO EAST ON COUNTY ROAD 542 FOR ABOUT 6.35 MI (10.22 KM) TO THE TEE
 JU2991'JUNCTION WITH PLEASANT MILLS ROAD, COUNTY ROAD 623, ON THE RIGHT AND A
 JU2991'SAND ROAD LEADING TO THE BATSTO PLEASANT MILLS METHODIST CHURCH ON THE
 JU2991'LEFT.  THIS ROAD JUNCTION IS ALSO ABOUT 0.9 MI (1.4 KM) WEST FROM THE
 JU2991'MAIN ENTRANCE ROAD LEADING TO THE BATSTO STATE PARK. TURN LEFT AND GO
 JU2991'NORTH NORTHWEST FOR ABOUT 0.15 MI (0.24 KM) ON THE SAND ROAD, PASSING
 JU2991'A CEMETERY ON THE RIGHT TO THE CHURCH BUILDING AHEAD.  BEAR TO THE
 JU2991'LEFT AROUND THE CHURCH BUILDING AND CONTINUE ON THE SAND ROAD FOR
 JU2991'ABOUT 2.20 MI (3.54 KM) TO THE STATION ON THE RIGHT.  THE STATION IS
 JU2991'18 FT (5.5 M) NORTHEAST FROM THE CENTERLINE OF THE SAND ROAD, 7 FT
 JU2991'(2.1 M) NORTHEAST FROM AN ORANGE CARSONITE WITNESS POST, 15.3 FT (4.7
 JU2991'M) SOUTH SOUTHEAST FROM A MASONRY NAIL WITH BLAZE IN A 6 INCH PINE
 JU2991'TREE, 73.6 FT (22.4 M) SOUTHEAST FROM REFERENCE MARK NUMBER 2 AND 79
 JU2991'FT (24.1 M) SOUTH FROM REFERENCE MARK NUMBER 1.  REFERENCE MARK NUMBER
 JU2991'2 IS ABOUT 67 NORTHWEST FROM THE ORANGE CARSONITE WITNESS POST FOR THE
 JU2991'STATION AND IS ABOUT 28 FT (8.5 M) WEST FROM THE CENTERLINE OF THE
 JU2991'SAND ROAD.
 JU2991
 JU2991                          STATION RECOVERY (2002)
 JU2991
 JU2991'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 JU2991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5041 ***********************************************************************
 KV5041  DESIGNATION -  NEVIUS
 KV5041  PID         -  KV5041
 KV5041  STATE/COUNTY-  NJ/MONMOUTH
 KV5041  USGS QUAD   -  LONG BRANCH (1981)
 KV5041
 KV5041                         *CURRENT SURVEY CONTROL
 KV5041  ___________________________________________________________________
 KV5041* NAD 83(1996)-  40 17 22.52459(N)    074 02 38.56594(W)     ADJUSTED  
 KV5041* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 KV5041  ___________________________________________________________________
 KV5041  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 KV5041  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KV5041
 KV5041  HORZ ORDER  -  SECOND
 KV5041
 KV5041.The horizontal coordinates were established by classical geodetic methods
 KV5041.and adjusted by the National Geodetic Survey in September 1999..
 KV5041
 KV5041.The orthometric height was scaled from a topographic map.
 KV5041
 KV5041.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5041
 KV5041.The geoid height was determined by GEOID03.
 KV5041
 KV5041;                    North         East     Units Scale Factor Converg.
 KV5041;SPC NJ       -   161,766.284   188,766.877   MT  0.99991849   +0 17 41.4
 KV5041;SPC NJ       -   530,728.22    619,312.66   sFT  0.99991849   +0 17 41.4
 KV5041;UTM  18      - 4,460,338.055   581,254.811   MT  0.99968127   +0 37 05.5
 KV5041
 KV5041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5041!SPC NJ       -   1.00000093  x   0.99991849  =   0.99991942
 KV5041!UTM  18      -   1.00000093  x   0.99968127  =   0.99968220
 KV5041
 KV5041|---------------------------------------------------------------------|
 KV5041| PID    Reference Object                     Distance      Geod. Az  |
 KV5041|                                                           dddmmss.s |
 KV5041| CB5402 NEVIUS RM 3                          20.271 METERS 05434     |
 KV5041| KU2771 LONG BRANCH J C P AND L CO STK      APPROX. 5.5 KM 0675544.7 |
 KV5041| KU2777 LONG BRANCH CH OF SEA CROSS         APPROX. 5.4 KM 0753609.9 |
 KV5041| KV5043 DEAL INCINERATOR STACK              APPROX. 5.1 KM 1361249.0 |
 KV5041| KU2748 MONTEREY HOTEL                      APPROX. 8.0 KM 1512215.3 |
 KV5041| KV5122 ALLENHURST TANK                     APPROX. 6.8 KM 1530743.8 |
 KV5041| KV5135 ELECTRIC                            APPROX. 8.6 KM 1601742.3 |
 KV5041| CB5400 NEVIUS RM 1                          15.628 METERS 18323     |
 KV5041| CB5401 NEVIUS RM 2                          18.330 METERS 29405     |
 KV5041|---------------------------------------------------------------------|
 KV5041
 KV5041                          SUPERSEDED SURVEY CONTROL
 KV5041
 KV5041  NAD 83(1986)-  40 17 22.52369(N)    074 02 38.56166(W) AD(       ) 2
 KV5041  NAD 27      -  40 17 22.12400(N)    074 02 40.06200(W) AD(       ) 2
 KV5041
 KV5041.Superseded values are not recommended for survey control.
 KV5041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5041.See file dsdata.txt to determine how the superseded data were derived.
 KV5041
 KV5041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8125560338(NAD 83)
 KV5041_MARKER: DS = TRIANGULATION STATION DISK
 KV5041_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV5041_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5041
 KV5041  HISTORY     - Date     Condition        Report By
 KV5041  HISTORY     - 1934     MONUMENTED       CGS
 KV5041  HISTORY     - 1938     GOOD             NJGS
 KV5041  HISTORY     - 1940     GOOD             CGS
 KV5041  HISTORY     - 1973     SEE DESCRIPTION  NJGS
 KV5041  HISTORY     - 1974     SEE DESCRIPTION  NGS
 KV5041  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 KV5041
 KV5041                          STATION DESCRIPTION
 KV5041
 KV5041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5041'LOCATED IN LOCUST GROVE 0.4 MILE E OF STATE HIGHWAY 35 AND 1.5
 KV5041'MILES S OF EATONTOWN ON PROPERTY OF A MRS. ETHEL D. NEVIUS OF
 KV5041'BROOKLYN.  LOCATED ON TOP OF A FLAT TOP HILL 40 METERS N OF
 KV5041'PARKERS ROAD ACROSS THE ROAD FROM A SMALL UNPAINTED SHINGLE HOUSE
 KV5041'OCCUPIED BY A MR. S. FIELDS.
 KV5041'
 KV5041'STATION MARK IS A STANDARD BRONZE DISK IN A TILE.
 KV5041'
 KV5041'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 KV5041'
 KV5041'THREE REFERENCE MARKS WERE ESTABLISHED.  REFERENCE MARK NO.1
 KV5041'IS TOWARD THE ROAD ON TOP OF THE HILL, REFERENCE MARK NO.2 IS TO
 KV5041'THE WESTWARD ON THE RIDGE, AND REFERENCE MARK NO.3 IS TO THE NNE
 KV5041'AND BELOW THE SUMMIT.
 KV5041'
 KV5041'REACHED FROM NORTHWARD AS FOLLOWS, FROM EATONTOWN FOLLOW STATE
 KV5041'HIGHWAY 35 1.4 MILES S, TAKE LEFT FORK ON LOCUST AVENUE, FOLLOW
 KV5041'FOR 0.2 MILE, TURN E ON PARKERS ROAD FOLLOW 0.2 MILE TO POINT JUST
 KV5041'BEYOND HOUSE OF S. FIELDS (ONLY HOUSE IN VICINITY) AND STATION IS
 KV5041'TO N ON TOP OF HILL.
 KV5041'
 KV5041'A 60-FOOT TOWER WAS BUILT TO CLEAR TREES.
 KV5041
 KV5041                          STATION RECOVERY (1938)
 KV5041
 KV5041'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1938 (AN)
 KV5041'STATION AND REFERENCE MARKS WERE RECOVERED AND IN
 KV5041'GOOD CONDITION.
 KV5041'
 KV5041'IN 1938, WHILE A STEEL TOWER STOOD OVER THE STATION, THE
 KV5041'FOLLOWING DIRECTION WAS MEASURED--
 KV5041'
 KV5041'MON. 9289 CAN BE REACHED FROM INTERSECTION OF STATE HIGHWAYS 4N
 KV5041'AND 35 IN EATONTOWN BY GOING S ALONG STATE HIGHWAY 35 FOR 1
 KV5041'MILE.  TURN LEFT (SE) ONTO A MACADAM ROAD AND GO 0.25 MILE TO A
 KV5041'GRAVEL ROAD LEADING E TO OCEANPORT AND NORTH LONG BRANCH.  GO
 KV5041'0.25 MILE ALONG THIS ROAD AND PASS THE SECOND HOUSE (OWNED AND
 KV5041'OCCUPIED BY HENRY FIELD).  FROM HERE CAN BE SEEN TO THE S THE
 KV5041'ONLY KNOLL IN MORRIS WOODS, UPON WHICH THE MONUMENT WAS SET.
 KV5041'THE MONUMENT IS 18.33 FEET E OF A NAIL IN 6-INCH BLAZED LOCUST
 KV5041'TREE AND 9.98 FEET SW OF A NAIL IN A BLAZED 8-INCH LOCUST
 KV5041'TREE.  IT IS MARKED WITH A STANDARD N.J.G.C.S. DISK, SET IN
 KV5041'CONCRETE, AND PROJECTS 3 INCHES ABOVE SURROUNDING GROUND.
 KV5041
 KV5041                          STATION RECOVERY (1940)
 KV5041
 KV5041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KV5041'THE STATION WAS RECOVERED IN GOOD CONDITION, AND THE DESCRIPTION
 KV5041'IS ADEQUATE.
 KV5041
 KV5041                          STATION RECOVERY (1973)
 KV5041
 KV5041'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1973
 KV5041'THE STATION AND REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED,
 KV5041'WERE FOUND LEANING.  REFERENCE MARK 3 HAS BEEN DESTROYED, WAS
 KV5041'NOT FOUND.
 KV5041
 KV5041                          STATION RECOVERY (1974)
 KV5041
 KV5041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KV5041'THE STATION SURFACE MONUMENT WAS FOUND DESTROYED.  REFERENCE MARK
 KV5041'ONE WAS FOUND DESTROYED.  REFERENCE MARK 2 WAS FOUND NEARLY OUT
 KV5041'OF THE GROUND AND TWISTED TO THE WEST.  A SEARCH WAS MADE FOR MON
 KV5041'9289 (AZI MK) HOWEVER IT WAS NOT FOUND.  A LARGE HOLE WAS DUG IN
 KV5041'THE AREA OF THE STATION MARK IN HOPES OF FINDING THE SUB-SURFACE
 KV5041'DISK IF THERE WAS ONE ORIGINALLY ESTABLISHED.  THERE WAS NO
 KV5041'MENTION OF A SUB-SURFACE DISK BEING ESTABLISHED IN THE FORMER
 KV5041'DESCRIPTIONS.  NO SUB-SURFACE DISK WAS FOUND AT THIS DATE.
 KV5041'THERE IS NOT SUFFICIENT ANGLES OR DISTANCES AVAILABLE TO RETURN
 KV5041'THE STATION MARK TO THE SAME POSITION AS PREVIOUSLY
 KV5041'ESTABLISHED.
 KV5041'
 KV5041'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5041'IN LOCUS GROVE.
 KV5041
 KV5041                          STATION RECOVERY (1995)
 KV5041
 KV5041'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1291 ***********************************************************************
 HU1291  DESIGNATION -  NEW
 HU1291  PID         -  HU1291
 HU1291  STATE/COUNTY-  NJ/CAPE MAY
 HU1291  USGS QUAD   -  CAPE MAY (1972)
 HU1291
 HU1291                         *CURRENT SURVEY CONTROL
 HU1291  ___________________________________________________________________
 HU1291* NAD 83(1996)-  38 58 06.28247(N)    074 57 45.23029(W)     ADJUSTED  
 HU1291* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 HU1291  ___________________________________________________________________
 HU1291  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 HU1291  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 HU1291
 HU1291  HORZ ORDER  -  THIRD
 HU1291
 HU1291.The horizontal coordinates were established by classical geodetic methods
 HU1291.and adjusted by the National Geodetic Survey in September 1999..
 HU1291
 HU1291.The orthometric height was scaled from a topographic map.
 HU1291
 HU1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1291
 HU1291.The geoid height was determined by GEOID03.
 HU1291
 HU1291;                    North         East     Units Scale Factor Converg.
 HU1291;SPC NJ       -    15,095.805   109,915.853   MT  0.99991978   -0 17 27.3
 HU1291;SPC NJ       -    49,526.82    360,615.59   sFT  0.99991978   -0 17 27.3
 HU1291;UTM  18      - 4,313,271.882   503,243.092   MT  0.99960013   +0 01 24.8
 HU1291
 HU1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1291!SPC NJ       -   1.00000514  x   0.99991978  =   0.99992492
 HU1291!UTM  18      -   1.00000514  x   0.99960013  =   0.99960527
 HU1291
 HU1291|---------------------------------------------------------------------|
 HU1291| PID    Reference Object                     Distance      Geod. Az  |
 HU1291|                                                           dddmmss.s |
 HU1291| DC8215 NEW RM 2                                           16140     |
 HU1291| DC8214 NEW RM 1                                           22917     |
 HU1291| HU1313 BRANDYWINE SHOALS LIGHTHOUSE        APPROX.13.2 KM 2784005.0 |
 HU1291|---------------------------------------------------------------------|
 HU1291
 HU1291                          SUPERSEDED SURVEY CONTROL
 HU1291
 HU1291  NAD 83(1991)-  38 58 06.27464(N)    074 57 45.23719(W) AD(       ) 3
 HU1291  NAD 83(1986)-  38 58 06.26700(N)    074 57 45.23990(W) AD(       ) 3
 HU1291  NAD 27      -  38 58 05.88000(N)    074 57 46.61000(W) AD(       ) 3
 HU1291
 HU1291.Superseded values are not recommended for survey control.
 HU1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1291.See file dsdata.txt to determine how the superseded data were derived.
 HU1291
 HU1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0324313272(NAD 83)
 HU1291_MARKER: DS = TRIANGULATION STATION DISK
 HU1291_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HU1291_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HU1291
 HU1291  HISTORY     - Date     Condition        Report By
 HU1291  HISTORY     - 1927     MONUMENTED       CGS
 HU1291  HISTORY     - 1928     GOOD             CGS
 HU1291  HISTORY     - 1936     GOOD             CGS
 HU1291  HISTORY     - 1957     MARK NOT FOUND   CGS
 HU1291  HISTORY     - 1963     SEE DESCRIPTION  NJDCED
 HU1291
 HU1291                          STATION DESCRIPTION
 HU1291
 HU1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCM)
 HU1291'STATION IS ABOUT 600 FEET N OF THE MOUTH OF NEW ENGLAND CREEK, ON
 HU1291'A PROMINENT KNOLL, COVERED WITH BRUSH.  SEVERAL PILES EXTEND,
 HU1291'FROM THE LOCK AT THE MOUTH OF THE CREEK WESTWARD, INTO THE BAY,
 HU1291'A DISTANCE OF ABOUT 30 FEET.  THESE PILES ARE NOT VISIBLE AT
 HU1291'HIGH WATER.
 HU1291'
 HU1291'THE STATION IS MARKED BY A STANDARD U.S.C. AND G.S. TRIANGULATION
 HU1291'MARK, STAMPED NEW 1927 AND IS SET IN A CONCRETE MONUMENT
 HU1291'SURROUNDED BY A 15-INCH TERRA COTTA DRAIN PIPE 28 INCHES LONG,
 HU1291'PROTRUDING 2 INCHES ABOVE SURFACE OF THE GROUND.  THE SUB-SURFACE
 HU1291'MARK IS A STANDARD U.S.C. AND G.S. TRIANGULATION MARK SET IN A
 HU1291'MASS OF CONCRETE 8 INCHES DEEP AND 36 INCHES BELOW SURFACE OF THE
 HU1291'GROUND.
 HU1291'
 HU1291'TWO STANDARD REFERENCE MARKS NO.1 AND 2 ARE SET IN CONCRETE
 HU1291'MONUMENTS WITH 15-INCH TERRA COTTA DRAIN PIPES FOR FORMS, THE
 HU1291'DRAIN PIPE PROTRUDING 2 INCHES ABOVE SURFACE OF THE GROUND.
 HU1291'
 HU1291'A 16-FOOT POLE SIGNAL WITH TARGET WAS ERECTED AT THIS STATION.
 HU1291
 HU1291                          STATION RECOVERY (1928)
 HU1291
 HU1291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (JS)
 HU1291'DESCRIPTION IS CORRECT.  THE PROMINENT KNOLL REFERRED TO IS A
 HU1291'SMALL SAND DUNE AND NOT AS PROMINENT AS THE DESCRIPTION SEEMS TO
 HU1291'IMPLY.
 HU1291'
 HU1291'NEW ENGLAND CREEK HAS A SLUICE AT ITS MOUTH AND IS NOT
 HU1291'EASILY NOTICEABLE.  IT DOES NOT FLOW ACROSS THE SANDY BEACH AND
 HU1291'CARE SHOULD BE TAKEN NOT TO PASS BEYOND IT, AS IT IS EASILY
 HU1291'OVERLOOKED.
 HU1291
 HU1291                          STATION RECOVERY (1936)
 HU1291
 HU1291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (EHK)
 HU1291'DESCRIPTION IS CORRECT.  THE PROMINENT KNOLL REFERRED TO
 HU1291'IS NOW COVERED WITH BRUSH.
 HU1291'
 HU1291'THERE IS NOW A NEW GRADED DIRT ROAD PARALLEL TO THE SHORE,
 HU1291'N OF NEW ENGLAND CREEK, WHICH ENDS AT THE N SIDE OF THE
 HU1291'CREEK.  THE KNOLL IS ON THE SEAWARD SIDE OF THE ROAD ABOUT 500
 HU1291'FEET FROM ITS END AT NEW ENGLAND CREEK.
 HU1291
 HU1291                          STATION RECOVERY (1957)
 HU1291
 HU1291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VES)
 HU1291'A CONCERTED SEARCH BY THREE MEN FAILED TO REVEAL ANY TRACE OF THE
 HU1291'STATION OR REFERENCE MARKS.
 HU1291
 HU1291                          STATION RECOVERY (1963)
 HU1291
 HU1291'RECOVERY NOTE BY NJ CONS AND ECON DEV 1963
 HU1291'STATION HAS BEEN DESTROYED BY STORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0842 ***********************************************************************
 KU0842  DESIGNATION -  NEW BRIDGE
 KU0842  PID         -  KU0842
 KU0842  STATE/COUNTY-  NJ/MONMOUTH
 KU0842  USGS QUAD   -  SANDY HOOK (1981)
 KU0842
 KU0842                         *CURRENT SURVEY CONTROL
 KU0842  ___________________________________________________________________
 KU0842* NAD 83(1996)-  40 23 46.17962(N)    073 58 38.83640(W)     ADJUSTED  
 KU0842* NAVD 88     -         7.818  (meters)      25.65   (feet)  ADJUSTED  
 KU0842  ___________________________________________________________________
 KU0842  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 KU0842  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KU0842  DYNAMIC HT  -           7.814 (meters)      25.64  (feet)  COMP
 KU0842  MODELED GRAV-     980,185.7   (mgal)                       NAVD 88
 KU0842
 KU0842  HORZ ORDER  -  SECOND
 KU0842  VERT ORDER  -  FIRST     CLASS II
 KU0842
 KU0842.The horizontal coordinates were established by classical geodetic methods
 KU0842.and adjusted by the National Geodetic Survey in September 1999..
 KU0842
 KU0842.The orthometric height was determined by differential leveling
 KU0842.and adjusted by the National Geodetic Survey in June 1991..
 KU0842.WARNING-Repeat measurements at this control monument indicate possible
 KU0842.vertical movement.
 KU0842
 KU0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU0842
 KU0842.The geoid height was determined by GEOID03.
 KU0842
 KU0842.The dynamic height is computed by dividing the NAVD 88
 KU0842.geopotential number by the normal gravity value computed on the
 KU0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0842.degrees latitude (g = 980.6199 gals.).
 KU0842
 KU0842.The modeled gravity was interpolated from observed gravity values.
 KU0842
 KU0842;                    North         East     Units Scale Factor Converg.
 KU0842;SPC NJ       -   173,630.203   194,358.896   MT  0.99992421   +0 20 19.1
 KU0842;SPC NJ       -   569,651.76    637,659.14   sFT  0.99992421   +0 20 19.1
 KU0842;UTM  18      - 4,472,230.590   586,778.417   MT  0.99969270   +0 39 45.8
 KU0842
 KU0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU0842!SPC NJ       -   1.00000388  x   0.99992421  =   0.99992809
 KU0842!UTM  18      -   1.00000388  x   0.99969270  =   0.99969658
 KU0842
 KU0842:                Primary Azimuth Mark                     Grid Az
 KU0842:SPC NJ       -  GATE                                     006 10 30.1
 KU0842:UTM  18      -  GATE                                     005 51 03.4
 KU0842
 KU0842|---------------------------------------------------------------------|
 KU0842| PID    Reference Object                     Distance      Geod. Az  |
 KU0842|                                                           dddmmss.s |
 KU0842| KU2048 GATE                                417.684 METERS 0063049.2 |
 KU0842| KU2800 NO 6268 NJGS 1940                   108.056 METERS 10111     |
 KU0842| KU2062 NEW BRIDGE RM 1                      24.293 METERS 11028     |
 KU0842| KU2802 PAYNE                               APPROX. 0.6 KM 1794451.7 |
 KU0842| KU2779 RUMSON HOLY CROSS SPIRE             APPROX. 3.3 KM 1841317.0 |
 KU0842| KU0841 NEW BRIDGE RM 2                      15.540 METERS 19919     |
 KU0842| KU2820 NAVESINK LIGHT NORTH                APPROX. 0.7 KM 2733716.4 |
 KU0842| KV4965 SANDY HOOK POINT LIGHT              APPROX. 9.0 KM 3370734.8 |
 KU0842|---------------------------------------------------------------------|
 KU0842
 KU0842                          SUPERSEDED SURVEY CONTROL
 KU0842
 KU0842  NAD 83(1986)-  40 23 46.17996(N)    073 58 38.83597(W) AD(       ) 2
 KU0842  NAD 27      -  40 23 45.78900(N)    073 58 40.34700(W) AD(       ) 2
 KU0842  NGVD 29 (04/16/92)    8.128  (m)           26.67   (f) ADJUSTED    1 2
 KU0842
 KU0842.Superseded values are not recommended for survey control.
 KU0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0842.See file dsdata.txt to determine how the superseded data were derived.
 KU0842
 KU0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8677872231(NAD 83)
 KU0842_MARKER: DD = SURVEY DISK
 KU0842_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KU0842+WITH SETTING: PAVEMENT
 KU0842_SP_SET: SIDEWALK
 KU0842_STAMPING: NEW BRIDGE USE 1934
 KU0842_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0842+STABILITY: SURFACE MOTION
 KU0842
 KU0842  HISTORY     - Date     Condition        Report By
 KU0842  HISTORY     - 1934     MONUMENTED       USE
 KU0842  HISTORY     - 1934     SEE DESCRIPTION  CGS
 KU0842  HISTORY     - 1940     GOOD             CGS
 KU0842  HISTORY     - 1952     GOOD             CGS
 KU0842  HISTORY     - 1962     GOOD             CGS
 KU0842  HISTORY     - 1964     GOOD             NGS
 KU0842  HISTORY     - 1981     GOOD             NOS
 KU0842  HISTORY     - 1988     GOOD             NOSAMC
 KU0842  HISTORY     - 19920722 GOOD             USPSQD
 KU0842  HISTORY     - 19950622 GOOD             USPSQD
 KU0842
 KU0842                          STATION DESCRIPTION
 KU0842
 KU0842'DESCRIBED BY US ENGINEERS 1934 (ERM)
 KU0842'STATION EXTABLISHED BY THE UNITED STATES ARMY ENGINEERS IN
 KU0842'1934.  NO DESCRIPTION BY THAT ORGANIZATION AVAILABLE.
 KU0842'
 KU0842'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN CONCRETE.
 KU0842'
 KU0842'REFERENCE MARK NO.2 IS IN A SIMILAR POSITION ON S SIDEWALK,
 KU0842'1.64 METERS FROM RAIL AND 0.84 METER FROM CURB.
 KU0842'
 KU0842'REFERENCE MARK NO.1 IS E OF BRIDGE ON N SIDE OF SIDEWALK AND
 KU0842'0.3 METER S OF GUARD RAIL 2.4 METERS N OF CURB.
 KU0842'
 KU0842'LOCATED ON THE N SIDEWALK OF THE NEW HIGHLANDS HIGHWAY BRIDGE
 KU0842'(ROUTE 36) OVER THE E PIER-1.28 METERS FROM CURB AND 1.21
 KU0842'METERS FROM RAIL.
 KU0842
 KU0842                          STATION RECOVERY (1934)
 KU0842
 KU0842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KU0842'A STANDARD DISK TRIANGULATION STATION MARK WAS WEDGED AND
 KU0842'CEMENTED IN A DRILLED HOLE OVER THE CROSS CUT BY UNITED STATES
 KU0842'ARMY ENGINEERS.
 KU0842'
 KU0842'REACHED VIA STATE HIGHWAY 36 DIRECT TO STATION.
 KU0842'
 KU0842'ALL STATIONS VISIBLE FROM GROUND.
 KU0842
 KU0842                          STATION RECOVERY (1940)
 KU0842
 KU0842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KU0842'STATION IS A STANDARD DISK, STAMPED NEW BRIDGE (USE) 1934 AND SET
 KU0842'IN THE N SIDEWALK AT THE E END OF THE HIGHLANDS-HIGHLANDS
 KU0842'BEACH HIGHWAY BRIDGE OVER THE E PIER OF THE BRIDGE.  DISTANCES
 KU0842'AND DIRECTIONS TO THE REFERENCE MARKS CHECKED EXACTLY.
 KU0842'
 KU0842'REFERENCE MARK 1 IS MARKED.  IT IS
 KU0842'LOCATED JUST OFF THE E END OF THE BRIDGE, AND 1 FT. N OF THE
 KU0842'SIDEWALK.  IT IS COVERED BY SOD.
 KU0842'
 KU0842'REFERENCE MARK 2 IS A STANDARD DISK, SET IN THE SIDEWALK ACROSS
 KU0842'THE ROAD FROM THE STATION.
 KU0842'
 KU0842'CONNECTION TO NEW JERSEY GEODETIC SURVEY TRAVERSE MARK NO. 6268
 KU0842'WAS MADE BY TRAVERSE.
 KU0842
 KU0842                          STATION RECOVERY (1952)
 KU0842
 KU0842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CS)
 KU0842'AT HIGHLANDS, A TRIANGULATION-STATION DISK, STAMPED NEW BRIDGE
 KU0842'USE 1934 AND SET IN THE TOP OF THE E END OF THE N PEDESTRIAN
 KU0842'WALK AT THE E END OF STATE HIGHWAY 36 OVER SHREWSBURY RIVER, 4
 KU0842'FT. S OF THE N GUARDRAIL, 24 FT. N OF THE CENTERLINE OF THE
 KU0842'HIGHWAY, AND ABOUT 1 FT. ABOVE THE LEVEL OF THE HIGHWAY.
 KU0842'
 KU0842'REFERENCE MARK 2, STAMPED NEW BRIDGE USE NO 2 1934, IS SET IN
 KU0842'THE TOP OF THE S PEDESTRIAN WALK AT THE E END OF THE STATE
 KU0842'HIGHWAY 35 BRIDGE OVER SHREWSBURY RIVER, 24 FT. S OF THE
 KU0842'CENTERLINE OF THE HIGHWAY, 5 FT. N OF THE S GUARDRAIL, AND ABOUT
 KU0842'1 FT. ABOVE THE LEVEL OF THE HIGHWAY.
 KU0842'
 KU0842'ELEVATION--STATION MARK IS 8.176 METERS (26.824 FEET).  REFERENCE
 KU0842'MARK 2 IS 8.170 METERS (26.804 FEET).
 KU0842
 KU0842                          STATION RECOVERY (1962)
 KU0842
 KU0842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KU0842'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 KU0842'CONDITION.  THE DISTANCES AND DIRECTIONS TO ALL MARKS
 KU0842'CHECKED.  THE DESCRIPTION IS ADEQUATE.
 KU0842'
 KU0842'NO MEASUREMENT BETWEEN RMS HEAVY TRAFFIC.
 KU0842'
 KU0842'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
 KU0842
 KU0842                          STATION RECOVERY (1964)
 KU0842
 KU0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU0842'AT HIGHLANDS.
 KU0842'AT HIGHLANDS, AT THE EAST END OF STATE HIGHWAY 36 BRIDGE OVER
 KU0842'THE SHREWSBURY RIVER, 51.0 FEET NORTH OF REFERENCE MARK 2,
 KU0842'24.0 FEET NORTH OF CENTERLINE OF HIGHWAY, 4.2 FEET WEST OF
 KU0842'THE EAST END OF BRIDGE, 4.2 FEET NORTH OF THE SOUTH EDGE OF
 KU0842'SIDEWALK, 3.8 FEET SOUTH OF THE NORTH RAILING AND IS ABOUT 1
 KU0842'FOOT ABOVE THE HIGHWAY AND IS SET IN THE CENTER OF SIDEWALK.
 KU0842
 KU0842                          STATION RECOVERY (1981)
 KU0842
 KU0842'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 KU0842'STATION AND RM 2 RECOVERED BY C. S. JR. IN 1952 IN
 KU0842'GOOD CONDITION. RM 1 WAS SEARCHED FOR BUT NOT FOUND.
 KU0842'THE STATION IS ABOUT 0.2 METERS ABOVE HIGHWAY.
 KU0842'
 KU0842'HEIGHT OF LIGHT SHOWN WAS 1.64 METERS.
 KU0842
 KU0842                          STATION RECOVERY (1988)
 KU0842
 KU0842'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KU0842'THE STATION WAS RECOVERED IN GOOD CONDITION.
 KU0842
 KU0842                          STATION RECOVERY (1992)
 KU0842
 KU0842'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0842'RECOVERED IN GOOD CONDITION.
 KU0842
 KU0842                          STATION RECOVERY (1995)
 KU0842
 KU0842'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU0842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0841 ***********************************************************************
 KU0841  DESIGNATION -  NEW BRIDGE RM 2
 KU0841  PID         -  KU0841
 KU0841  STATE/COUNTY-  NJ/MONMOUTH
 KU0841  USGS QUAD   -  SANDY HOOK (1981)
 KU0841
 KU0841                         *CURRENT SURVEY CONTROL
 KU0841  ___________________________________________________________________
 KU0841* NAD 83(1996)-  40 23 45.70416(N)    073 58 39.05435(W)     ADJUSTED  
 KU0841* NAVD 88     -         7.812  (meters)      25.63   (feet)  ADJUSTED  
 KU0841  ___________________________________________________________________
 KU0841  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 KU0841  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KU0841  DYNAMIC HT  -           7.808 (meters)      25.62  (feet)  COMP
 KU0841  MODELED GRAV-     980,185.8   (mgal)                       NAVD 88
 KU0841
 KU0841  HORZ ORDER  -  THIRD
 KU0841  VERT ORDER  -  FIRST     CLASS I
 KU0841
 KU0841.The horizontal coordinates were established by classical geodetic methods
 KU0841.and adjusted by the National Geodetic Survey in September 1999..
 KU0841.No horizontal observational check was made to the station.
 KU0841
 KU0841.The orthometric height was determined by differential leveling
 KU0841.and adjusted by the National Geodetic Survey in June 1991..
 KU0841
 KU0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU0841
 KU0841.The geoid height was determined by GEOID03.
 KU0841
 KU0841.The dynamic height is computed by dividing the NAVD 88
 KU0841.geopotential number by the normal gravity value computed on the
 KU0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0841.degrees latitude (g = 980.6199 gals.).
 KU0841
 KU0841.The modeled gravity was interpolated from observed gravity values.
 KU0841
 KU0841;                    North         East     Units Scale Factor Converg.
 KU0841;SPC NJ       -   173,615.509   194,353.843   MT  0.99992421   +0 20 19.0
 KU0841;SPC NJ       -   569,603.55    637,642.57   sFT  0.99992421   +0 20 19.0
 KU0841;UTM  18      - 4,472,215.871   586,773.449   MT  0.99969268   +0 39 45.6
 KU0841
 KU0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU0841!SPC NJ       -   1.00000388  x   0.99992421  =   0.99992809
 KU0841!UTM  18      -   1.00000388  x   0.99969268  =   0.99969656
 KU0841
 KU0841                          SUPERSEDED SURVEY CONTROL
 KU0841
 KU0841  NAD 83(1986)-  40 23 45.70450(N)    073 58 39.05391(W) AD(       ) 3
 KU0841  NAD 27      -  40 23 45.31354(N)    073 58 40.56496(W) AD(       ) 3
 KU0841  NGVD 29 (04/16/92)    8.119  (m)           26.64   (f) ADJUSTED    1 1
 KU0841
 KU0841.Superseded values are not recommended for survey control.
 KU0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0841.See file dsdata.txt to determine how the superseded data were derived.
 KU0841
 KU0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8677372216(NAD 83)
 KU0841_MARKER: DR = REFERENCE MARK DISK
 KU0841_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0841_SP_SET: SIDEWALK
 KU0841_STAMPING: NEW BRIDGE USE NO 2 1934
 KU0841_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0841
 KU0841  HISTORY     - Date     Condition        Report By
 KU0841  HISTORY     - 1981     MONUMENTED       USE
 KU0841  HISTORY     - 1964     GOOD             NGS
 KU0841  HISTORY     - 1964     GOOD             NGS
 KU0841  HISTORY     - 19920722 GOOD             USPSQD
 KU0841  HISTORY     - 19950622 GOOD             USPSQD
 KU0841
 KU0841                          STATION DESCRIPTION
 KU0841
 KU0841'DESCRIBED BY US ENGINEERS 1981 (RHH)
 KU0841'THE STATION IS LOCATED IN HIGHLANDS BEACH, NEW JERSEY, ON
 KU0841'THE SOUTH SIDE OF THE EAST END OF THE HIGHLANDS BRIDGE OVER
 KU0841'THE SHREWSBURY RIVER.
 KU0841'
 KU0841'TO REACH THE STATION FROM THE EAST END OF THE HIGHLANDS
 KU0841'BRIDGE, WALK WEST ON THE SOUTH SIDEWALK TO STATION.
 KU0841'
 KU0841'THE STATION IS A STANDARD USE REFERENCE MARK
 KU0841'DISK STAMPED---NEW BRIDGE USE 1934 NO 2---,WHICH IS SET
 KU0841'IN A DRILL HOLE IN THE SIDEWALK.
 KU0841'IT IS LOCATED
 KU0841'7.3 METERS (24.0 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY
 KU0841'1.5 METERS (5.0 FT) NORTH FROM THE SOUTH CONCRETE GUARDRAIL OF
 KU0841'THE BRIDGE,
 KU0841'0.2 METER (0.6 FT) WEST FROM A SIDEWALK JOINT.
 KU0841'
 KU0841'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 KU0841
 KU0841                          STATION RECOVERY (1964)
 KU0841
 KU0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU0841'AT HIGHLANDS.
 KU0841'AT HIGHLANDS, AT THE EAST END OF STATE HIGHWAY 36 BRIDGE OVER THE
 KU0841'SHREWSBURY RIVER, 24.7 FEET SOUTH OF THE CENTERLINE OF HIGHWAY,
 KU0841'5.2 FEET NORTH OF THE SOUTH RAILING, 4.4 FEET WEST OF THE EAST
 KU0841'END OF BRIDGE, 2.8 FEET SOUTH OF THE NORTH EDGE OF SIDEWALK,
 KU0841'ABOUT 1 FOOT ABOVE THE HIGHWAY AND IS SET IN THE SOUTH SIDEWALK.
 KU0841
 KU0841                          STATION RECOVERY (1964)
 KU0841
 KU0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU0841'RECOVERED IN GOOD CONDITION.
 KU0841
 KU0841                          STATION RECOVERY (1992)
 KU0841
 KU0841'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0841'RECOVERED IN GOOD CONDITION.
 KU0841
 KU0841                          STATION RECOVERY (1995)
 KU0841
 KU0841'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU0841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5450 ***********************************************************************
 KV5450  DESIGNATION -  NEW BRUNSWICK APLO CLOTHING TK
 KV5450  PID         -  KV5450
 KV5450  STATE/COUNTY-  NJ/MIDDLESEX
 KV5450  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5450
 KV5450                         *CURRENT SURVEY CONTROL
 KV5450  ___________________________________________________________________
 KV5450* NAD 83(1996)-  40 28 54.38237(N)    074 27 01.08367(W)     ADJUSTED  
 KV5450* NAVD 88     -                                                        
 KV5450  ___________________________________________________________________
 KV5450  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 KV5450  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV5450
 KV5450  HORZ ORDER  -  THIRD
 KV5450
 KV5450.The horizontal coordinates were established by classical geodetic methods
 KV5450.and adjusted by the National Geodetic Survey in September 1999..
 KV5450
 KV5450
 KV5450.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5450
 KV5450.The geoid height was determined by GEOID03.
 KV5450
 KV5450;                    North         East     Units Scale Factor Converg.
 KV5450;SPC NJ       -   183,005.952   154,213.590   MT  0.99990022   +0 01 56.2
 KV5450;SPC NJ       -   600,412.03    505,949.09   sFT  0.99990022   +0 01 56.2
 KV5450;SPC NY L     -    35,089.136   261,818.239   MT  1.00001544   -0 17 40.3
 KV5450;SPC NY L     -   115,121.61    858,982.01   sFT  1.00001544   -0 17 40.3
 KV5450;UTM  18      - 4,481,376.626   546,590.832   MT  0.99962672   +0 21 24.7
 KV5450
 KV5450                          SUPERSEDED SURVEY CONTROL
 KV5450
 KV5450  NAD 83(1996)-  40 28 54.38260(N)    074 27 01.08518(W) AD(       ) 4
 KV5450  NAD 83(1986)-  40 28 54.38417(N)    074 27 01.08658(W) AD(       ) 4
 KV5450  NAD 27      -  40 28 54.00800(N)    074 27 02.53800(W) AD(       ) 3
 KV5450
 KV5450.Superseded values are not recommended for survey control.
 KV5450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5450.See file dsdata.txt to determine how the superseded data were derived.
 KV5450
 KV5450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4659181377(NAD 83)
 KV5450_MARKER: 51 = TANK
 KV5450
 KV5450  HISTORY     - Date     Condition        Report By
 KV5450  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5450  HISTORY     - 1933     GOOD             CGS
 KV5450  HISTORY     - 20020921 MARK NOT FOUND   INDIV
 KV5450
 KV5450                          STATION DESCRIPTION
 KV5450
 KV5450'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5450'THE ROOF TANK--S OF THE RARITAN RIVER, IN NEW BRUNSWICK ON THE
 KV5450'SE CORNER OF REMSEN AVENUE AND HOWARD STREET--ATOP THE 4-STORY,
 KV5450'RED-BRICK BUILDING OF THE APLO CLOTHING COMPANY, RISING ON THE
 KV5450'E SIDE OF THE ROOF.  IT IS AN ORDINARY-TYPE, GRAY, WOODEN WATER
 KV5450'TANK (APPROXIMATELY 15 FEET DIAMETER--15,000 GALLONS CAPACITY)
 KV5450'ENCIRCLED BY AN OCTAGONAL PLATFORM.
 KV5450'
 KV5450'THE STATION IS THE TANK-APEX, APPROXIMATELY 120 FEET ABOVE GROUND.
 KV5450'
 KV5450'AIR-PHOTO CONTROL MEASUREMENTS ARE SHOWN ON THE ACCOMPANYING
 KV5450'SKETCH.
 KV5450
 KV5450                          STATION RECOVERY (1933)
 KV5450
 KV5450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5450'STATION IS LOCATED ON REMSON AVENUE (E SIDE) AND TALMAGE STREET
 KV5450'IN S NEW BRUNSWICK.  ABOUT 100 FEET E OF E PROPERTY LINE
 KV5450'FRONTING REMSON AVENUE.
 KV5450'
 KV5450'TANK IS ON TOP OF 4-STORY CLOTHING FACTORY (APLO CLOTHING
 KV5450'FACTORY--BOND CLOTHES MADE HERE) FACTORY IS CONSTRUCTED OF RED
 KV5450'BRICK.
 KV5450'
 KV5450'TANK IS SMALL, WOODEN, STEEL BANDED, WITH CONICAL ROOF,
 KV5450'FANCY FINIAL, FLAT BOTTOM.  PAINTED GRAY.  FRAMEWORK PAINTED
 KV5450'BLACK.  ABOUT 125 FEET TO FINIAL.  SMALL BUT GOOD LAND MARK.
 KV5450
 KV5450                          STATION RECOVERY (2002)
 KV5450
 KV5450'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (IBB)
 KV5450'TANK IS BELIEVED TO NO LONGER EXIST.  THE BUILDING DESCRIBED IS NOW AN
 KV5450'APARTMENT COMPLEX, NAMED ST. MARY'S APARTMENTS, LOCATED ON 260 REMSEN
 KV5450'AVENUE AT THE LOCATION DESCRIBED BOTH BY COORDINATES LISTED AND BY
 KV5450'PHYSICAL DESCRIPTION.  IT IS UNKNOWN WHEN THE CLOTHING FACTORY WAS
 KV5450'SUPERSEDED BY THE NEW STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5433 ***********************************************************************
 KV5433  DESIGNATION -  NEW BRUNSWICK BLACK SPIRE
 KV5433  PID         -  KV5433
 KV5433  STATE/COUNTY-  NJ/MIDDLESEX
 KV5433  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5433
 KV5433                         *CURRENT SURVEY CONTROL
 KV5433  ___________________________________________________________________
 KV5433* NAD 83(1996)-  40 29 45.11612(N)    074 26 34.02768(W)     ADJUSTED  
 KV5433* NAVD 88     -                                                        
 KV5433  ___________________________________________________________________
 KV5433  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 KV5433  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV5433
 KV5433  HORZ ORDER  -  THIRD
 KV5433
 KV5433.The horizontal coordinates were established by classical geodetic methods
 KV5433.and adjusted by the National Geodetic Survey in September 1999..
 KV5433
 KV5433
 KV5433.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5433
 KV5433.The geoid height was determined by GEOID03.
 KV5433
 KV5433;                    North         East     Units Scale Factor Converg.
 KV5433;SPC NJ       -   184,571.093   154,849.761   MT  0.99990029   +0 02 13.8
 KV5433;SPC NJ       -   605,546.99    508,036.26   sFT  0.99990029   +0 02 13.8
 KV5433;SPC NY L     -    36,650.802   262,463.400   MT  1.00001390   -0 17 22.6
 KV5433;SPC NY L     -   120,245.17    861,098.67   sFT  1.00001390   -0 17 22.6
 KV5433;UTM  18      - 4,482,944.918   547,217.953   MT  0.99962744   +0 21 42.7
 KV5433
 KV5433                          SUPERSEDED SURVEY CONTROL
 KV5433
 KV5433  NAD 83(1996)-  40 29 45.11615(N)    074 26 34.02928(W) AD(       ) 4
 KV5433  NAD 83(1986)-  40 29 45.11784(N)    074 26 34.03076(W) AD(       ) 4
 KV5433  NAD 27      -  40 29 44.74000(N)    074 26 35.48000(W) AD(       ) 3
 KV5433
 KV5433.Superseded values are not recommended for survey control.
 KV5433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5433.See file dsdata.txt to determine how the superseded data were derived.
 KV5433
 KV5433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4721882945(NAD 83)
 KV5433_MARKER: 89 = SPIRE
 KV5433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5433+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2002
 KV5433
 KV5433  HISTORY     - Date     Condition        Report By
 KV5433  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5433  HISTORY     - 20021012 GOOD             INDIV
 KV5433  HISTORY     - 20041006 GOOD             GEOCAC
 KV5433
 KV5433                          STATION DESCRIPTION
 KV5433
 KV5433'DESCRIBED BY INDIVIDUAL CONTRIBUTORS 2002 (IBB)
 KV5433'STATION IS THE SPIRE ATOP CHRIST EPISCOPAL CHURCH, LOCATED AT THE
 KV5433'INTERSECTION OF NEILSON AND CHURCH STREETS IN NEW BRUNSWICK, NJ, ONE
 KV5433'BLOCK SOUTH OF STATE HIGHWAY 27 FROM HYATT REGENCY HOTEL. WITH
 KV5433'CORROSION AND OXIDATION, SPIRE IS NO LONGER BLACK, BUT GREEN.
 KV5433
 KV5433                          STATION RECOVERY (2004)
 KV5433
 KV5433'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 KV5433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5418 ***********************************************************************
 KV5418  DESIGNATION -  NEW BRUNSWICK CADGENE DYE TANK
 KV5418  PID         -  KV5418
 KV5418  STATE/COUNTY-  NJ/MIDDLESEX
 KV5418  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5418
 KV5418                         *CURRENT SURVEY CONTROL
 KV5418  ___________________________________________________________________
 KV5418* NAD 83(1996)-  40 29 03.84614(N)    074 28 07.25037(W)     ADJUSTED  
 KV5418* NAVD 88     -                                                        
 KV5418  ___________________________________________________________________
 KV5418  LAPLACE CORR-           5.67  (seconds)                    DEFLEC99
 KV5418  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KV5418
 KV5418  HORZ ORDER  -  THIRD
 KV5418
 KV5418.The horizontal coordinates were established by classical geodetic methods
 KV5418.and adjusted by the National Geodetic Survey in September 1999..
 KV5418
 KV5418
 KV5418.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5418
 KV5418.The geoid height was determined by GEOID03.
 KV5418
 KV5418;                    North         East     Units Scale Factor Converg.
 KV5418;SPC NJ       -   183,297.123   152,655.220   MT  0.99990009   +0 01 13.2
 KV5418;SPC NJ       -   601,367.31    500,836.33   sFT  0.99990009   +0 01 13.2
 KV5418;UTM  18      - 4,481,658.885   545,031.265   MT  0.99962496   +0 20 41.9
 KV5418
 KV5418                          SUPERSEDED SURVEY CONTROL
 KV5418
 KV5418  NAD 83(1996)-  40 29 03.84653(N)    074 28 07.25133(W) AD(       ) 4
 KV5418  NAD 83(1986)-  40 29 03.84801(N)    074 28 07.25265(W) AD(       ) 4
 KV5418  NAD 27      -  40 29 03.47400(N)    074 28 08.70000(W) AD(       ) 3
 KV5418
 KV5418.Superseded values are not recommended for survey control.
 KV5418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5418.See file dsdata.txt to determine how the superseded data were derived.
 KV5418
 KV5418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4503181659(NAD 83)
 KV5418_MARKER: 51 = TANK
 KV5418
 KV5418  HISTORY     - Date     Condition        Report By
 KV5418  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5418  HISTORY     - 1933     GOOD             CGS
 KV5418
 KV5418                          STATION DESCRIPTION
 KV5418
 KV5418'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5418'THE TANK S OF THE RARITAN RIVER, IN NEW BRUNSWICK ON THE W SIDE
 KV5418'OF QUENTIN AVENUE, IN THE PROPERTY OF THE CADGENE PIECE DYE WORKS,
 KV5418'RISING FROM THE NW CORNER OF THE BRICK FACTORY BUILDING.  IT IS
 KV5418'AN ORDINARY-TYPE, CONICAL-TOP, BLACK, STEEL, WATER TANK (9.6
 KV5418'METERS DIAMETER, 100,000 GALLONS CAPACITY) HAVING THE WHITE
 KV5418'LETTERS CADGENE PIECE DYE WORKS ON ITS SIDE.
 KV5418'
 KV5418'THE STATION IS THE TANKS BALL APEX, APPROXIMATELY 130 FEET ABOVE
 KV5418'GROUND.
 KV5418
 KV5418                          STATION RECOVERY (1933)
 KV5418
 KV5418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5418'STATION IS LOCATED IN ISOLATED SPOT IN SW SIDE OF NEW BRUNSWICK.
 KV5418'
 KV5418'SE SIDE OF QUENTIN AVENUE AND WRIGHT PLACE.  SITE SURROUNDED BY
 KV5418'WOVEN WIRE FENCE.  WOODEN PAINTED BUILDINGS GREY COLOR.  TANK IS
 KV5418'SQUAT AND BLACK.
 KV5418'
 KV5418'CADGENE PIECE DYE WORKS PAINTED IN WHITE ON E AND W
 KV5418'SIDES.  HEIGHT--APPROXIMATELY 125 FEET TO FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5321 ***********************************************************************
 KV5321  DESIGNATION -  NEW BRUNSWICK CONCRETE CO STK
 KV5321  PID         -  KV5321
 KV5321  STATE/COUNTY-  NJ/MIDDLESEX
 KV5321  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5321
 KV5321                         *CURRENT SURVEY CONTROL
 KV5321  ___________________________________________________________________
 KV5321* NAD 83(1996)-  40 26 24.22621(N)    074 21 42.19858(W)     ADJUSTED  
 KV5321* NAVD 88     -                                                        
 KV5321  ___________________________________________________________________
 KV5321  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 KV5321  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KV5321
 KV5321  HORZ ORDER  -  THIRD
 KV5321
 KV5321.The horizontal coordinates were established by classical geodetic methods
 KV5321.and adjusted by the National Geodetic Survey in September 1999..
 KV5321
 KV5321
 KV5321.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5321
 KV5321.The geoid height was determined by GEOID03.
 KV5321
 KV5321;                    North         East     Units Scale Factor Converg.
 KV5321;SPC NJ       -   178,382.782   161,730.786   MT  0.99990169   +0 05 22.9
 KV5321;SPC NJ       -   585,244.18    530,611.75   sFT  0.99990169   +0 05 22.9
 KV5321;UTM  18      - 4,476,797.335   554,132.055   MT  0.99963607   +0 24 50.5
 KV5321
 KV5321                          SUPERSEDED SURVEY CONTROL
 KV5321
 KV5321  NAD 83(1996)-  40 26 24.22528(N)    074 21 42.19973(W) AD(       ) 4
 KV5321  NAD 83(1986)-  40 26 24.22610(N)    074 21 42.19931(W) AD(       ) 4
 KV5321  NAD 27      -  40 26 23.84800(N)    074 21 43.66500(W) AD(       ) 3
 KV5321
 KV5321.Superseded values are not recommended for survey control.
 KV5321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5321.See file dsdata.txt to determine how the superseded data were derived.
 KV5321
 KV5321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5413276797(NAD 83)
 KV5321_MARKER: 63 = STACK
 KV5321
 KV5321  HISTORY     - Date     Condition        Report By
 KV5321  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5321
 KV5321                          STATION DESCRIPTION
 KV5321
 KV5321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5321'STATION IS THE CENTER OF TOP OF BLACK METAL STACK AT THE NEW
 KV5321'BRUNSWICK CONCRETE PRODUCTS COMPANY PLANT AT S RIVER, NEW JERSEY.
 KV5321'
 KV5321'REACHED FROM S RIVER VIA RIVER ROAD S TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5442 ***********************************************************************
 KV5442  DESIGNATION -  NEW BRUNSWICK GULBENK RUG STK
 KV5442  PID         -  KV5442
 KV5442  STATE/COUNTY-  NJ/MIDDLESEX
 KV5442  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5442
 KV5442                         *CURRENT SURVEY CONTROL
 KV5442  ___________________________________________________________________
 KV5442* NAD 83(1996)-  40 28 44.98653(N)    074 27 05.02814(W)     ADJUSTED  
 KV5442* NAVD 88     -                                                        
 KV5442  ___________________________________________________________________
 KV5442  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 KV5442  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV5442
 KV5442  HORZ ORDER  -  THIRD
 KV5442
 KV5442.The horizontal coordinates were established by classical geodetic methods
 KV5442.and adjusted by the National Geodetic Survey in September 1999..
 KV5442
 KV5442
 KV5442.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5442
 KV5442.The geoid height was determined by GEOID03.
 KV5442
 KV5442;                    North         East     Units Scale Factor Converg.
 KV5442;SPC NJ       -   182,716.110   154,120.855   MT  0.99990021   +0 01 53.6
 KV5442;SPC NJ       -   599,461.10    505,644.84   sFT  0.99990021   +0 01 53.6
 KV5442;UTM  18      - 4,481,086.342   546,499.766   MT  0.99962661   +0 21 22.1
 KV5442
 KV5442                          SUPERSEDED SURVEY CONTROL
 KV5442
 KV5442  NAD 83(1996)-  40 28 44.98679(N)    074 27 05.02974(W) AD(       ) 4
 KV5442  NAD 83(1986)-  40 28 44.98837(N)    074 27 05.03104(W) AD(       ) 4
 KV5442  NAD 27      -  40 28 44.62000(N)    074 27 06.48000(W) AD(       ) 3
 KV5442
 KV5442.Superseded values are not recommended for survey control.
 KV5442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5442.See file dsdata.txt to determine how the superseded data were derived.
 KV5442
 KV5442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4650081086(NAD 83)
 KV5442_MARKER: 63 = STACK
 KV5442
 KV5442  HISTORY     - Date     Condition        Report By
 KV5442  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5442
 KV5442                          STATION DESCRIPTION
 KV5442
 KV5442'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5442'ON PROLONGATION OF CENTER LINE OF FULTON STREET, 1/8 MILE W OF
 KV5442'REMSON AVENUE, ON GROUNDS OF GULBENKIAN RUG COMPANY.  PLANT IS
 KV5442'COMPOSED OF SEVERAL BUILDINGS CONSTRUCTED OF BRICK AND ONE STORY
 KV5442'IN HEIGHT.
 KV5442'
 KV5442'STACK IS CONSTRUCTED OF RED TILE, SLIGHT CORBEL AT TOP, 4
 KV5442'LIGHTNING RODS (SMALL) HARDMAN IN YELLOW TILE SET ON N SIDE.
 KV5442'
 KV5442'SLIGHTLY HIGHER AND LARGER IN DIAMETER THAN YELLOW STACK 25 FEET
 KV5442'TO N WITH ENDURANCE ON IT.
 KV5442'
 KV5442'STACK IS APPROXIMATELY 100 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5443 ***********************************************************************
 KV5443  DESIGNATION -  NEW BRUNSWICK GULBENK RUG TANK
 KV5443  PID         -  KV5443
 KV5443  STATE/COUNTY-  NJ/MIDDLESEX
 KV5443  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5443
 KV5443                         *CURRENT SURVEY CONTROL
 KV5443  ___________________________________________________________________
 KV5443* NAD 83(1996)-  40 28 44.57710(N)    074 27 04.73259(W)     ADJUSTED  
 KV5443* NAVD 88     -                                                        
 KV5443  ___________________________________________________________________
 KV5443  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 KV5443  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV5443
 KV5443  HORZ ORDER  -  THIRD
 KV5443
 KV5443.The horizontal coordinates were established by classical geodetic methods
 KV5443.and adjusted by the National Geodetic Survey in September 1999..
 KV5443
 KV5443
 KV5443.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5443
 KV5443.The geoid height was determined by GEOID03.
 KV5443
 KV5443;                    North         East     Units Scale Factor Converg.
 KV5443;SPC NJ       -   182,703.486   154,127.823   MT  0.99990021   +0 01 53.8
 KV5443;SPC NJ       -   599,419.69    505,667.70   sFT  0.99990021   +0 01 53.8
 KV5443;UTM  18      - 4,481,073.761   546,506.803   MT  0.99962662   +0 21 22.3
 KV5443
 KV5443                          SUPERSEDED SURVEY CONTROL
 KV5443
 KV5443  NAD 83(1996)-  40 28 44.57710(N)    074 27 04.73424(W) AD(       ) 4
 KV5443  NAD 83(1986)-  40 28 44.57881(N)    074 27 04.73554(W) AD(       ) 4
 KV5443  NAD 27      -  40 28 44.20000(N)    074 27 06.19000(W) AD(       ) 3
 KV5443
 KV5443.Superseded values are not recommended for survey control.
 KV5443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5443.See file dsdata.txt to determine how the superseded data were derived.
 KV5443
 KV5443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4650781074(NAD 83)
 KV5443_MARKER: 51 = TANK
 KV5443
 KV5443  HISTORY     - Date     Condition        Report By
 KV5443  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5443
 KV5443                          STATION DESCRIPTION
 KV5443
 KV5443'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5443'ON PROLONGATION OF CENTER LINE OF FULTON STREET, 1/8 MILE W OF
 KV5443'REMSON AVENUE, ON GROUNDS OF GULBENKIAN RUG COMPANY.  PLANT IS
 KV5443'COMPOSED OF SEVERAL BUILDINGS CONSTRUCTED OF BRICK AND ONE STORY
 KV5443'IN HEIGHT.
 KV5443'
 KV5443'TANK IS WELL PROPORTIONED, COVERED ROOF AND FINIAL, HEMISPHERICAL
 KV5443'BOTTOM.  FINIAL ABOUT 70 FEET FROM GROUND LEVEL.  TANK PAINTED
 KV5443'BLACK, LETTERED WHITE.  TWO STACKS, ONE YELLOW TILE AND THE OTHER
 KV5443'RED TILE ARE ALL IN AN AREA OF 50X50 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4888 ***********************************************************************
 KV4888  DESIGNATION -  NEW BRUNSWICK JANEWAY CARP TK
 KV4888  PID         -  KV4888
 KV4888  STATE/COUNTY-  NJ/MIDDLESEX
 KV4888  USGS QUAD   -  PLAINFIELD (1995)
 KV4888
 KV4888                         *CURRENT SURVEY CONTROL
 KV4888  ___________________________________________________________________
 KV4888* NAD 83(1996)-  40 30 14.15701(N)    074 26 03.89493(W)     ADJUSTED  
 KV4888* NAVD 88     -                                                        
 KV4888  ___________________________________________________________________
 KV4888  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 KV4888  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV4888
 KV4888  HORZ ORDER  -  THIRD
 KV4888
 KV4888.The horizontal coordinates were established by classical geodetic methods
 KV4888.and adjusted by the National Geodetic Survey in September 1999..
 KV4888
 KV4888
 KV4888.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4888
 KV4888.The geoid height was determined by GEOID03.
 KV4888
 KV4888;                    North         East     Units Scale Factor Converg.
 KV4888;SPC NJ       -   185,467.282   155,558.592   MT  0.99990038   +0 02 33.4
 KV4888;SPC NJ       -   608,487.24    510,361.81   sFT  0.99990038   +0 02 33.4
 KV4888;UTM  18      - 4,483,844.864   547,921.501   MT  0.99962827   +0 22 02.5
 KV4888
 KV4888                          SUPERSEDED SURVEY CONTROL
 KV4888
 KV4888  NAD 83(1996)-  40 30 14.15680(N)    074 26 03.89650(W) AD(       ) 4
 KV4888  NAD 83(1986)-  40 30 14.15779(N)    074 26 03.89791(W) AD(       ) 4
 KV4888  NAD 27      -  40 30 13.78300(N)    074 26 05.36800(W) AD(       ) 3
 KV4888
 KV4888.Superseded values are not recommended for survey control.
 KV4888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4888.See file dsdata.txt to determine how the superseded data were derived.
 KV4888
 KV4888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4792283845(NAD 83)
 KV4888_MARKER: 51 = TANK
 KV4888
 KV4888  HISTORY     - Date     Condition        Report By
 KV4888  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4888  HISTORY     - 1933     GOOD             CGS
 KV4888
 KV4888                          STATION DESCRIPTION
 KV4888
 KV4888'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4888'THE TALL TANK--N OF THE RARITAN RIVER, IN HIGHLAND PARK ON THE
 KV4888'NE CORNER OF JANEWAY AND CLEVELAND AVENUES--IN THE PROPERTY OF
 KV4888'THE JANEWAY AND CARPENTER COMPANY, INCORPORATED, RISING FROM
 KV4888'THE GROUND JUST S OF THE LARGE, BRICK MAIN FACTORY BUILDING,
 KV4888'AND JUST W OF A SMALL BRICK BUILDING.  IT IS A LARGE,
 KV4888'CONICAL-TOP, BLACK, WOODEN WATER TANK.
 KV4888'
 KV4888'THE STATION IS THE TANKS TOP-CENTER, APPROXIMATELY 130 FEET
 KV4888'ABOVE GROUND.
 KV4888
 KV4888                          STATION RECOVERY (1933)
 KV4888
 KV4888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV4888'WOODEN TANK BOUND WITH STEEL HOOPS BESIDE THE JANEWAY AND
 KV4888'CARPENTER PAPER FACTORY, JANEWAY AND CLEVELAND AVENUES, AND
 KV4888'ADJOINING PENNSYLVANIA RAILROAD.  THE FACTORY WAS NOT IN
 KV4888'OPERATION IN JUNE, 1933.  TANK IS IN A BAD STATE OF REPAIR.  TANK
 KV4888'IS 150 FEET NNW OF INTERSECTION OF JANEWAY AND CLEVELAND AVENUES.
 KV4888'
 KV4888'OTHER PROMINENT OBJECTS IN THE IMMEDIATE VICINITY INCLUDE A
 KV4888'SHORT YELLOW SMOKE STACK 100 FEET N, AND THE JOHN WALDRON TANK
 KV4888'250 FEET S.  (THIS TANK IS MUCH SHORTER THAN THE JANEWAY AND
 KV4888'CARPENTER TANK.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4884 ***********************************************************************
 KV4884  DESIGNATION -  NEW BRUNSWICK JOHNSON JOHN STK
 KV4884  PID         -  KV4884
 KV4884  STATE/COUNTY-  NJ/MIDDLESEX
 KV4884  USGS QUAD   -  PLAINFIELD (1995)
 KV4884
 KV4884                         *CURRENT SURVEY CONTROL
 KV4884  ___________________________________________________________________
 KV4884* NAD 83(1996)-  40 30 04.51692(N)    074 26 41.99640(W)     ADJUSTED  
 KV4884* NAVD 88     -                                                        
 KV4884  ___________________________________________________________________
 KV4884  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 KV4884  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV4884
 KV4884  HORZ ORDER  -  THIRD
 KV4884
 KV4884.The horizontal coordinates were established by classical geodetic methods
 KV4884.and adjusted by the National Geodetic Survey in September 1999..
 KV4884
 KV4884
 KV4884.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4884
 KV4884.The geoid height was determined by GEOID03.
 KV4884
 KV4884;                    North         East     Units Scale Factor Converg.
 KV4884;SPC NJ       -   185,169.344   154,661.759   MT  0.99990027   +0 02 08.6
 KV4884;SPC NJ       -   607,509.76    507,419.45   sFT  0.99990027   +0 02 08.6
 KV4884;UTM  18      - 4,483,541.930   547,026.616   MT  0.99962722   +0 21 37.7
 KV4884
 KV4884                          SUPERSEDED SURVEY CONTROL
 KV4884
 KV4884  NAD 83(1996)-  40 30 04.51687(N)    074 26 41.99793(W) AD(       ) 4
 KV4884  NAD 83(1986)-  40 30 04.51839(N)    074 26 41.99968(W) AD(       ) 4
 KV4884  NAD 27      -  40 30 04.13900(N)    074 26 43.44800(W) AD(       ) 3
 KV4884
 KV4884.Superseded values are not recommended for survey control.
 KV4884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4884.See file dsdata.txt to determine how the superseded data were derived.
 KV4884
 KV4884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4702783542(NAD 83)
 KV4884_MARKER: 63 = STACK
 KV4884
 KV4884  HISTORY     - Date     Condition        Report By
 KV4884  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4884  HISTORY     - 1933     GOOD             CGS
 KV4884
 KV4884                          STATION DESCRIPTION
 KV4884
 KV4884'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4884'THE NEW CHIMNEY--ON THE S SIDE OF RARITAN RIVER, IN NEW BRUNSWICK
 KV4884'N OF HAMILTON STREET BETWEEN GEORGE AND NEILSON STREETS--THE
 KV4884'TALLER AND EASTERLY OF TWO IN THE PLANT OF THE JOHNSON AND
 KV4884'JOHNSON COMPANY, RISING FROM THE N SIDE OF THE BRICK BOILER
 KV4884'HOUSE.  IT IS AN ORDINARY-TYPE, ROUND, YELLOW-BRICK CHIMNEY
 KV4884'(13.5 FEET BASE DIAMETER) WITH A BLACK BANK AND RED CROSS NEAR
 KV4884'ITS TOP.
 KV4884'
 KV4884'THE STATION IS THE CHIMNEY-TOP, 175 FEET ABOVE GROUND.
 KV4884
 KV4884                          STATION RECOVERY (1933)
 KV4884
 KV4884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV4884'IN THE W PART OF NEW BRUNSWICK, A YELLOW-BRICK STACK, LOCATED
 KV4884'ABOUT CENTER OF JOHNSON AND JOHNSON COMPANY, (DRUG MANUFACTURERS)
 KV4884'PLANT.  STACK IS ABOUT 150 FEET TALL, AND HAS BRICK ORNAMENTAL
 KV4884'INSERT MASONRY NEAR TOP.  LIGHTNING RODS ON TOP OF STACK.  PLANT
 KV4884'IS ON S SIDE OF RARITAN RIVER.  IT IS N ACROSS GEORGE STREET
 KV4884'FROM RUTGERS UNIVERSITY.
 KV4884'
 KV4884'ANOTHER STACK, SIMILAR BUT 25 FEET SHORTER, IS NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5415 ***********************************************************************
 KV5415  DESIGNATION -  NEW BRUNSWICK MACK TRUCK STACK
 KV5415  PID         -  KV5415
 KV5415  STATE/COUNTY-  NJ/MIDDLESEX
 KV5415  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5415
 KV5415                         *CURRENT SURVEY CONTROL
 KV5415  ___________________________________________________________________
 KV5415* NAD 83(1996)-  40 29 14.87582(N)    074 27 26.13666(W)     ADJUSTED  
 KV5415* NAVD 88     -                                                        
 KV5415  ___________________________________________________________________
 KV5415  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 KV5415  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KV5415
 KV5415  HORZ ORDER  -  THIRD
 KV5415
 KV5415.The horizontal coordinates were established by classical geodetic methods
 KV5415.and adjusted by the National Geodetic Survey in September 1999..
 KV5415
 KV5415
 KV5415.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5415
 KV5415.The geoid height was determined by GEOID03.
 KV5415
 KV5415;                    North         East     Units Scale Factor Converg.
 KV5415;SPC NJ       -   183,637.712   153,623.271   MT  0.99990016   +0 01 39.9
 KV5415;SPC NJ       -   602,484.73    504,012.35   sFT  0.99990016   +0 01 39.9
 KV5415;UTM  18      - 4,482,004.859   545,997.105   MT  0.99962604   +0 21 08.6
 KV5415
 KV5415                          SUPERSEDED SURVEY CONTROL
 KV5415
 KV5415  NAD 83(1996)-  40 29 14.87591(N)    074 27 26.13810(W) AD(       ) 4
 KV5415  NAD 83(1986)-  40 29 14.87767(N)    074 27 26.13898(W) AD(       ) 4
 KV5415  NAD 27      -  40 29 14.50600(N)    074 27 27.58500(W) AD(       ) 3
 KV5415
 KV5415.Superseded values are not recommended for survey control.
 KV5415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5415.See file dsdata.txt to determine how the superseded data were derived.
 KV5415
 KV5415_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4599782005(NAD 83)
 KV5415_MARKER: 63 = STACK
 KV5415
 KV5415  HISTORY     - Date     Condition        Report By
 KV5415  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5415  HISTORY     - 1933     GOOD             CGS
 KV5415
 KV5415                          STATION DESCRIPTION
 KV5415
 KV5415'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5415'THE CHIMNEY--S OF THE RARITAN RIVER, IN NEW BRUNSWICK ON THE S
 KV5415'SIDE OF JERSEY AVENUE--IN THE PLANT OF THE INTERNATIONAL MOTORS
 KV5415'COMPANY, RISING BETWEEN THE POWER HOUSE AND THE MAIN BUILDING
 KV5415'MIDWAY OF THE TWO WATER TANKS.  IT IS AN ORDINARY-TYPE,
 KV5415'YELLOW-BRICK, CHIMNEY (14.5 FEET BASE DIAMETER) HAVING THE WHITE
 KV5415'LETTERS MACK TRUCKS ON ITS W SIDE.
 KV5415'
 KV5415'THE STATION IS THE CHIMNEY-TOP, 151 FEET ABOVE GROUND.
 KV5415'
 KV5415'AIR-PHOTO CONTROL MEASUREMENTS (TAKEN FROM A PLANT BLUEPRINT)
 KV5415'ARE SHOWN ON THE ACCOMPANYING SKETCH.
 KV5415
 KV5415                          STATION RECOVERY (1933)
 KV5415
 KV5415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5415'LOCATED AT POWER PLANT OF MACK INTERNATIONAL TRUCK
 KV5415'COMPANY.  APPROXIMATELY 200 FEET E OF JERSEY AVENUE AND 200 FEET
 KV5415'S OF SANFORD STREET.
 KV5415'
 KV5415'STACK IS BUILT OF RED TILE BRICK, CORBEL AT TOP, 4 LIGHTNING
 KV5415'RODS, LARGE DIAMETER, APPROXIMATELY 150 FEET HIGH.  MACK TRUCKS
 KV5415'IN WHITE LETTERS ON S SIDE.
 KV5415'
 KV5415'DO NOT CONFUSE THIS STACK WITH A YELLOW TILE STACK BELONGING TO
 KV5415'THE SAME COMPANY.  YELLOW TILE STACK IS ABOUT 40 FEET SHORTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5416 ***********************************************************************
 KV5416  DESIGNATION -  NEW BRUNSWICK MACK TRUCK TANK
 KV5416  PID         -  KV5416
 KV5416  STATE/COUNTY-  NJ/MIDDLESEX
 KV5416  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5416
 KV5416                         *CURRENT SURVEY CONTROL
 KV5416  ___________________________________________________________________
 KV5416* NAD 83(1996)-  40 29 15.13836(N)    074 27 26.37309(W)     ADJUSTED  
 KV5416* NAVD 88     -                                                        
 KV5416  ___________________________________________________________________
 KV5416  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 KV5416  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KV5416
 KV5416  HORZ ORDER  -  THIRD
 KV5416
 KV5416.The horizontal coordinates were established by classical geodetic methods
 KV5416.and adjusted by the National Geodetic Survey in September 1999..
 KV5416
 KV5416
 KV5416.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5416
 KV5416.The geoid height was determined by GEOID03.
 KV5416
 KV5416;                    North         East     Units Scale Factor Converg.
 KV5416;SPC NJ       -   183,645.806   153,617.699   MT  0.99990016   +0 01 39.7
 KV5416;SPC NJ       -   602,511.28    503,994.07   sFT  0.99990016   +0 01 39.7
 KV5416;UTM  18      - 4,482,012.919   545,991.490   MT  0.99962604   +0 21 08.5
 KV5416
 KV5416                          SUPERSEDED SURVEY CONTROL
 KV5416
 KV5416  NAD 83(1996)-  40 29 15.13843(N)    074 27 26.37456(W) AD(       ) 4
 KV5416  NAD 83(1986)-  40 29 15.14033(N)    074 27 26.37523(W) AD(       ) 4
 KV5416  NAD 27      -  40 29 14.76800(N)    074 27 27.82100(W) AD(       ) 3
 KV5416
 KV5416.Superseded values are not recommended for survey control.
 KV5416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5416.See file dsdata.txt to determine how the superseded data were derived.
 KV5416
 KV5416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4599182013(NAD 83)
 KV5416_MARKER: 51 = TANK
 KV5416
 KV5416  HISTORY     - Date     Condition        Report By
 KV5416  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5416  HISTORY     - 1933     GOOD             CGS
 KV5416  HISTORY     - 20041016 GOOD             GEOCAC
 KV5416
 KV5416                          STATION DESCRIPTION
 KV5416
 KV5416'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5416'THE TALL TANK--S OF THE RARITAN RIVER, IN NEW BRUNSWICK ON THE
 KV5416'S SIDE OF JERSEY AVENUE--IN THE PLANT OF THE INTERNATIONAL
 KV5416'MOTORS COMPANY, RISING BETWEEN THE POWER HOUSE AND THE MAIN
 KV5416'BUILDING.  IT IS AN ORDINARY-TYPE, CONICAL-TOP, BLACK WATER TANK
 KV5416'(22 FEET DIAMETER--100,000 GALLONS CAPACITY) HAVING THE WHITE
 KV5416'LETTERS MACK TRUCKS ON 3 SIDES.  A LOW WOODEN TANK IS LOCATED
 KV5416'JUST S.
 KV5416'
 KV5416'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 150 FEET
 KV5416'ABOVE GROUND.
 KV5416'
 KV5416'AIR-PHOTO CONTROL MEASUREMENTS ARE SHOWN ON THE ACCOMPANYING
 KV5416'SKETCH.
 KV5416
 KV5416                          STATION RECOVERY (1933)
 KV5416
 KV5416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5416'LOCATED AT POWER PLANT OF MACK INTERNATIONAL TRUCK COMPANY,
 KV5416'APPROXIMATELY 200 FEET E OF JERSEY AVENUE AND 200 FEET S OF
 KV5416'SANFORD STREET.
 KV5416'
 KV5416'TANK IS LARGE, WELL PROPORTIONED, PAINTED BLACK, MACK TRUCKS
 KV5416'PAINTED IN WHITE LETTERS ON S AND NE SIDES.  CONICAL ROOF,
 KV5416'HEMISPHERICAL BOTTOM.  ABOUT 25 FEET AWAY FROM STACK AND ABOUT
 KV5416'5 FEET LOWER.
 KV5416
 KV5416                          STATION RECOVERY (2004)
 KV5416
 KV5416'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 KV5416'STREET IN 1933 DESCRIPTION SHOULD READ SANDFORD, NOT SANFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5423 ***********************************************************************
 KV5423  DESIGNATION -  NEW BRUNSWICK ME CH CUPOLA
 KV5423  PID         -  KV5423
 KV5423  STATE/COUNTY-  NJ/MIDDLESEX
 KV5423  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5423
 KV5423                         *CURRENT SURVEY CONTROL
 KV5423  ___________________________________________________________________
 KV5423* NAD 83(1996)-  40 29 36.87379(N)    074 26 36.25932(W)     ADJUSTED  
 KV5423* NAVD 88     -                                                        
 KV5423  ___________________________________________________________________
 KV5423  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 KV5423  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV5423
 KV5423  HORZ ORDER  -  THIRD
 KV5423
 KV5423.The horizontal coordinates were established by classical geodetic methods
 KV5423.and adjusted by the National Geodetic Survey in September 1999..
 KV5423
 KV5423
 KV5423.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5423
 KV5423.The geoid height was determined by GEOID03.
 KV5423
 KV5423;                    North         East     Units Scale Factor Converg.
 KV5423;SPC NJ       -   184,316.845   154,797.378   MT  0.99990028   +0 02 12.3
 KV5423;SPC NJ       -   604,712.85    507,864.40   sFT  0.99990028   +0 02 12.3
 KV5423;SPC NY L     -    36,396.828   262,409.562   MT  1.00001415   -0 17 24.1
 KV5423;SPC NY L     -   119,411.93    860,922.04   sFT  1.00001415   -0 17 24.1
 KV5423;UTM  18      - 4,482,690.446   547,167.026   MT  0.99962738   +0 21 41.2
 KV5423
 KV5423                          SUPERSEDED SURVEY CONTROL
 KV5423
 KV5423  NAD 83(1996)-  40 29 36.87366(N)    074 26 36.26106(W) AD(       ) 4
 KV5423  NAD 83(1986)-  40 29 36.87563(N)    074 26 36.26237(W) AD(       ) 4
 KV5423  NAD 27      -  40 29 36.50100(N)    074 26 37.71500(W) AD(       ) 3
 KV5423
 KV5423.Superseded values are not recommended for survey control.
 KV5423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5423.See file dsdata.txt to determine how the superseded data were derived.
 KV5423
 KV5423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4716782690(NAD 83)
 KV5423_MARKER: 86 = CUPOLA
 KV5423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5423+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 KV5423
 KV5423  HISTORY     - Date     Condition        Report By
 KV5423  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5423  HISTORY     - 20020815 GOOD             INDIV
 KV5423
 KV5423                          STATION DESCRIPTION
 KV5423
 KV5423'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5423'THE FAIRLY PROMINENT TALL CUPOLA--S OF THE RARITAN RIVER, IN
 KV5423'NEW BRUNSWICK ON THE SE CORNER OF GEORGE AND LIBERTY STREETS--ATOP
 KV5423'THE FIRST METHODIST EPISCOPAL CHURCH, RISING FROM THE NW CORNER
 KV5423'OF THE CHURCH BUILDING.  IT IS A BLACK, SLATE-ROOFED,
 KV5423'DOMED-CUPOLA.
 KV5423'
 KV5423'THE STATION IS THE ORNAMENTED COPPER SPIKE AT THE CUPOLA-APEX,
 KV5423'APPROXIMATELY 100 FEET ABOVE GROUND.
 KV5423'
 KV5423'AIR-PHOTO CONTROL MEASUREMENTS ARE SHOWN ON THE ACCOMPANYING
 KV5423'SKETCH.
 KV5423
 KV5423                          STATION RECOVERY (2002)
 KV5423
 KV5423'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 KV5423'FOUND AS DESCRIBED, HOWEVER THERE ARE SIGNIFICANT CHANGES TO THE
 KV5423'APPEARANCE OF THE STATION.  THE CUPOLA IS NOW A DOMED GREEN-ROOFED
 KV5423'STRUCTURE, WITH  GOLD CROSS AT TOP.  SAME PHYSICAL LOCATION, HOWEVER
 KV5423'HEIGHT MEASUREMENTS WERE NOT MADE, AND IT WAS NOT DETERMINED WHETHER
 KV5423'THE HEIGHT OF THE STATION HAS CHANGED.
 KV5423' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5430 ***********************************************************************
 KV5430  DESIGNATION -  NEW BRUNSWICK MIDDLES HOSP STK
 KV5430  PID         -  KV5430
 KV5430  STATE/COUNTY-  NJ/MIDDLESEX
 KV5430  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5430
 KV5430                         *CURRENT SURVEY CONTROL
 KV5430  ___________________________________________________________________
 KV5430* NAD 83(1996)-  40 29 42.52779(N)    074 27 00.97342(W)     ADJUSTED  
 KV5430* NAVD 88     -                                                        
 KV5430  ___________________________________________________________________
 KV5430  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 KV5430  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV5430
 KV5430  HORZ ORDER  -  THIRD
 KV5430
 KV5430.The horizontal coordinates were established by classical geodetic methods
 KV5430.and adjusted by the National Geodetic Survey in September 1999..
 KV5430
 KV5430
 KV5430.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5430
 KV5430.The geoid height was determined by GEOID03.
 KV5430
 KV5430;                    North         East     Units Scale Factor Converg.
 KV5430;SPC NJ       -   184,490.878   154,215.350   MT  0.99990022   +0 01 56.3
 KV5430;SPC NJ       -   605,283.82    505,954.86   sFT  0.99990022   +0 01 56.3
 KV5430;UTM  18      - 4,482,861.132   546,584.180   MT  0.99962671   +0 21 25.2
 KV5430
 KV5430                          SUPERSEDED SURVEY CONTROL
 KV5430
 KV5430  NAD 83(1996)-  40 29 42.52783(N)    074 27 00.97505(W) AD(       ) 4
 KV5430  NAD 83(1986)-  40 29 42.52934(N)    074 27 00.97589(W) AD(       ) 4
 KV5430  NAD 27      -  40 29 42.15400(N)    074 27 02.42700(W) AD(       ) 3
 KV5430
 KV5430.Superseded values are not recommended for survey control.
 KV5430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5430.See file dsdata.txt to determine how the superseded data were derived.
 KV5430
 KV5430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4658482861(NAD 83)
 KV5430_MARKER: 63 = STACK
 KV5430
 KV5430  HISTORY     - Date     Condition        Report By
 KV5430  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5430
 KV5430                          STATION DESCRIPTION
 KV5430
 KV5430'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5430'HOSPITAL GROUNDS LOCATED AT 3-CORNERED INTERSECTION OF DIVISION,
 KV5430'SOMERSET AND LITTLE ALBANY STREETS.  STACK IS ABOUT 100 FEET E OF
 KV5430'SOMERSET STREET, AND ALMOST ON CONTINUATION OF CENTER LINE OF
 KV5430'DIVISION STREET.  THE STACK IS ABOUT 100 FEET HIGH AND NOT VERY
 KV5430'LARGE IN DIAMETER.  SURMOUNTED BY TWO LIGHTNING RODS.  SOOTY AT
 KV5430'TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5446 ***********************************************************************
 KV5446  DESIGNATION -  NEW BRUNSWICK NICKEL PLANT STK
 KV5446  PID         -  KV5446
 KV5446  STATE/COUNTY-  NJ/MIDDLESEX
 KV5446  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5446
 KV5446                         *CURRENT SURVEY CONTROL
 KV5446  ___________________________________________________________________
 KV5446* NAD 83(1996)-  40 28 18.47351(N)    074 26 37.88750(W)     ADJUSTED  
 KV5446* NAVD 88     -                                                        
 KV5446  ___________________________________________________________________
 KV5446  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 KV5446  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV5446
 KV5446  HORZ ORDER  -  THIRD
 KV5446
 KV5446.The horizontal coordinates were established by classical geodetic methods
 KV5446.and adjusted by the National Geodetic Survey in September 1999..
 KV5446
 KV5446
 KV5446.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5446
 KV5446.The geoid height was determined by GEOID03.
 KV5446
 KV5446;                    North         East     Units Scale Factor Converg.
 KV5446;SPC NJ       -   181,898.764   154,760.579   MT  0.99990028   +0 02 11.2
 KV5446;SPC NJ       -   596,779.53    507,743.67   sFT  0.99990028   +0 02 11.2
 KV5446;UTM  18      - 4,480,272.855   547,143.933   MT  0.99962736   +0 21 39.5
 KV5446
 KV5446                          SUPERSEDED SURVEY CONTROL
 KV5446
 KV5446  NAD 83(1996)-  40 28 18.47354(N)    074 26 37.88915(W) AD(       ) 4
 KV5446  NAD 83(1986)-  40 28 18.47564(N)    074 26 37.89036(W) AD(       ) 4
 KV5446  NAD 27      -  40 28 18.10200(N)    074 26 39.34400(W) AD(       ) 3
 KV5446
 KV5446.Superseded values are not recommended for survey control.
 KV5446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5446.See file dsdata.txt to determine how the superseded data were derived.
 KV5446
 KV5446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4714480273(NAD 83)
 KV5446_MARKER: 63 = STACK
 KV5446
 KV5446  HISTORY     - Date     Condition        Report By
 KV5446  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5446  HISTORY     - 1933     GOOD             CGS
 KV5446
 KV5446                          STATION DESCRIPTION
 KV5446
 KV5446'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5446'THE PROMINENT CHIMNEY--S OF RARITAN RIVER, IN NEW BRUNSWICK
 KV5446'0.4 MILE S OF GEORGES ROAD ON ALLEN AVENUE--IN THE PLANT OF THE
 KV5446'UNITED STATES NICKEL COMPANY, RISING FROM THE SE SIDE OF THE
 KV5446'IRREGULARLY-SHAPED FACTORY BUILDING.  IT IS AN ORDINARY-TYPE,
 KV5446'YELLOW-BRICK CHIMNEY (THE TALLEST IN THE VICINITY) RESTING ON
 KV5446'A 5.3 METER SQUARE BASE.
 KV5446'
 KV5446'THE STATION IS THE CHIMNEY-TOP, APPROXIMATELY 240 FEET ABOVE
 KV5446'GROUND.
 KV5446'
 KV5446'THE BUILDING IS SUFFICIENTLY LARGE TO PERMIT OF AIR-PHOTO
 KV5446'IDENTIFICATION.  AIR-PHOTO CONTROL MEASUREMENTS ARE SHOWN ON
 KV5446'THE ACCOMPANYING SKETCH.
 KV5446
 KV5446                          STATION RECOVERY (1933)
 KV5446
 KV5446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5446'LOCATED IN SE NEW BRUNSWICK.
 KV5446'
 KV5446'STACK APPROXIMATELY 200 FEET HIGH, WELL BATTERED, SLIGHT LEAN
 KV5446'TO W.  SURMOUNTED BY 2 LIGHTNING RODS.
 KV5446'
 KV5446'THERE IS A LOW SQUARE STACK, BANDED, ABOUT 150 FEET SW OF
 KV5446'THE ABOVE MENTIONED STACK.  THIS SHOULD NOT BE CONFUSED WITH
 KV5446'TALL STACK.
 KV5446'
 KV5446'TO REACH FROM GEORGES ROAD TURN E ON ALLEN AVENUE (CINDER ROAD)
 KV5446'AND GO 1/4 MILE TO PLANT OFFICE.  STACK IS 100 YARDS N OF ALLEN
 KV5446'AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5424 ***********************************************************************
 KV5424  DESIGNATION -  NEW BRUNSWICK NJ GAS HOLDER
 KV5424  PID         -  KV5424
 KV5424  STATE/COUNTY-  NJ/MIDDLESEX
 KV5424  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5424
 KV5424                         *CURRENT SURVEY CONTROL
 KV5424  ___________________________________________________________________
 KV5424* NAD 83(1996)-  40 29 35.77261(N)    074 23 48.97440(W)     ADJUSTED  
 KV5424* NAVD 88     -                                                        
 KV5424  ___________________________________________________________________
 KV5424  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 KV5424  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV5424
 KV5424  HORZ ORDER  -  THIRD
 KV5424
 KV5424.The horizontal coordinates were established by classical geodetic methods
 KV5424.and adjusted by the National Geodetic Survey in September 1999..
 KV5424
 KV5424
 KV5424.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5424
 KV5424.The geoid height was determined by GEOID03.
 KV5424
 KV5424;                    North         East     Units Scale Factor Converg.
 KV5424;SPC NJ       -   184,286.446   158,736.392   MT  0.99990094   +0 04 00.9
 KV5424;SPC NJ       -   604,613.11    520,787.65   sFT  0.99990094   +0 04 00.9
 KV5424;SPC NY L     -    36,343.965   266,348.786   MT  1.00001418   -0 15 34.7
 KV5424;SPC NY L     -   119,238.49    873,845.98   sFT  1.00001418   -0 15 34.7
 KV5424;UTM  18      - 4,482,682.372   551,105.081   MT  0.99963215   +0 23 29.8
 KV5424
 KV5424                          SUPERSEDED SURVEY CONTROL
 KV5424
 KV5424  NAD 83(1996)-  40 29 35.77239(N)    074 23 48.97564(W) AD(       ) 4
 KV5424  NAD 83(1986)-  40 29 35.77473(N)    074 23 48.97582(W) AD(       ) 4
 KV5424  NAD 27      -  40 29 35.39500(N)    074 23 50.43300(W) AD(       ) 3
 KV5424
 KV5424.Superseded values are not recommended for survey control.
 KV5424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5424.See file dsdata.txt to determine how the superseded data were derived.
 KV5424
 KV5424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5110582682(NAD 83)
 KV5424_MARKER: 53 = ELEVATED TANK
 KV5424
 KV5424  HISTORY     - Date     Condition        Report By
 KV5424  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5424
 KV5424                          STATION DESCRIPTION
 KV5424
 KV5424'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5424'STATION IS THE LARGE GAS HOLDER, ON THE S SIDE OF THE RARITAN
 KV5424'RIVER, IN NEW BRUNSWICK W OF WATER STREET BETWEEN WASHINGTON AND
 KV5424'SOMERSET STREETS, IN THE PROPERTY OF THE PUBLIC SERVICE
 KV5424'CORPORATION OF NEW JERSEY.  IT IS A FLAT-TOP, BROWN, STEEL,
 KV5424'EXPANSION-TYPE GAS-HOLDER (144 FEET OUTSIDE DIAMETER) WITH STEEL
 KV5424'SUPERSTRUCTURE.
 KV5424'
 KV5424'THE STATION IS THE TOP CENTER OF THE TANK, THE SUPPORTING
 KV5424'FRAME OF WHICH RISES 175 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5449 ***********************************************************************
 KV5449  DESIGNATION -  NEW BRUNSWICK PUBLIC SER TANK
 KV5449  PID         -  KV5449
 KV5449  STATE/COUNTY-  NJ/MIDDLESEX
 KV5449  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5449
 KV5449                         *CURRENT SURVEY CONTROL
 KV5449  ___________________________________________________________________
 KV5449* NAD 83(1996)-  40 28 57.81674(N)    074 26 47.63224(W)     ADJUSTED  
 KV5449* NAVD 88     -                                                        
 KV5449  ___________________________________________________________________
 KV5449  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 KV5449  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV5449
 KV5449  HORZ ORDER  -  THIRD
 KV5449
 KV5449.The horizontal coordinates were established by classical geodetic methods
 KV5449.and adjusted by the National Geodetic Survey in September 1999..
 KV5449
 KV5449
 KV5449.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5449
 KV5449.The geoid height was determined by GEOID03.
 KV5449
 KV5449;                    North         East     Units Scale Factor Converg.
 KV5449;SPC NJ       -   183,112.062   154,530.315   MT  0.99990025   +0 02 04.9
 KV5449;SPC NJ       -   600,760.16    506,988.21   sFT  0.99990025   +0 02 04.9
 KV5449;UTM  18      - 4,481,484.499   546,906.865   MT  0.99962708   +0 21 33.5
 KV5449
 KV5449                          SUPERSEDED SURVEY CONTROL
 KV5449
 KV5449  NAD 83(1996)-  40 28 57.81688(N)    074 26 47.63384(W) AD(       ) 4
 KV5449  NAD 83(1986)-  40 28 57.81838(N)    074 26 47.63520(W) AD(       ) 4
 KV5449  NAD 27      -  40 28 57.44500(N)    074 26 49.08600(W) AD(       ) 3
 KV5449
 KV5449.Superseded values are not recommended for survey control.
 KV5449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5449.See file dsdata.txt to determine how the superseded data were derived.
 KV5449
 KV5449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4690781484(NAD 83)
 KV5449_MARKER: 53 = ELEVATED TANK
 KV5449
 KV5449  HISTORY     - Date     Condition        Report By
 KV5449  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5449  HISTORY     - 1933     GOOD             CGS
 KV5449
 KV5449                          STATION DESCRIPTION
 KV5449
 KV5449'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5449'THE TALL TANK--S OF THE RARITAN RIVER, IN NEW BRUNSWICK ON THE W
 KV5449'SIDE OF DELAVAN STREET BETWEEN THROOP AND COMMERCIAL AVENUES--ON
 KV5449'THE PUBLIC SERVICE CAR BARNS PROPERTY, RISING JUST N OF THE
 KV5449'BRICK CAR-BARN.  IT IS AN ORDINARY-TYPE, CONICAL TOP,
 KV5449'ALUMINUM-PAINTED WATER TANK.
 KV5449'
 KV5449'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 135 FEET ABOVE
 KV5449'GROUND.
 KV5449'
 KV5449'AIR-PHOTO CONTROL MEASUREMENTS ARE SHOWN ON THE ACCOMPANYING
 KV5449'SKETCH.
 KV5449
 KV5449                          STATION RECOVERY (1933)
 KV5449
 KV5449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5449'TANK IS ON DELAWARE STREET, CENTER BEING 15 FEET S OF S PROPERTY
 KV5449'LINE, DELAWARE STREET, AND 100 FEET E OF E PROPERTY LINE,
 KV5449'THROOP STREET.  TANK IS AT REAR OF CAR BARN LOT OF THE PUBLIC
 KV5449'SERVICE COMPANY SINGLE-STORY BUILDING FRONTING ON COMMERCIAL
 KV5449'STREET, THE NEXT STREET S.
 KV5449'
 KV5449'TANK AND SUPPORTS ENTIRELY PAINTED ALUMINUM.  NO LETTERING ON TANK.
 KV5449'
 KV5449'WELL PROPORTIONED, CONICAL TOP, HEMISPHERICAL BOTTOM.  AN
 KV5449'INTERSECTION STATION.
 KV5449'
 KV5449'HEIGHT--ABOUT 125 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5448 ***********************************************************************
 KV5448  DESIGNATION -  NEW BRUNSWICK PUMP STA CHIMNEY
 KV5448  PID         -  KV5448
 KV5448  STATE/COUNTY-  NJ/MIDDLESEX
 KV5448  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5448
 KV5448                         *CURRENT SURVEY CONTROL
 KV5448  ___________________________________________________________________
 KV5448* NAD 83(1996)-  40 28 59.57458(N)    074 24 46.24361(W)     ADJUSTED  
 KV5448* NAVD 88     -                                                        
 KV5448  ___________________________________________________________________
 KV5448  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 KV5448  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV5448
 KV5448  HORZ ORDER  -  THIRD
 KV5448
 KV5448.The horizontal coordinates were established by classical geodetic methods
 KV5448.and adjusted by the National Geodetic Survey in September 1999..
 KV5448
 KV5448
 KV5448.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5448
 KV5448.The geoid height was determined by GEOID03.
 KV5448
 KV5448;                    North         East     Units Scale Factor Converg.
 KV5448;SPC NJ       -   183,168.555   157,388.999   MT  0.99990067   +0 03 23.7
 KV5448;SPC NJ       -   600,945.50    516,367.07   sFT  0.99990067   +0 03 23.7
 KV5448;SPC NY L     -    35,233.646   264,994.889   MT  1.00001528   -0 16 12.1
 KV5448;SPC NY L     -   115,595.72    869,404.06   sFT  1.00001528   -0 16 12.1
 KV5448;UTM  18      - 4,481,557.167   549,764.406   MT  0.99963048   +0 22 52.3
 KV5448
 KV5448                          SUPERSEDED SURVEY CONTROL
 KV5448
 KV5448  NAD 83(1996)-  40 28 59.57409(N)    074 24 46.24491(W) AD(       ) 4
 KV5448  NAD 83(1986)-  40 28 59.57559(N)    074 24 46.24551(W) AD(       ) 4
 KV5448  NAD 27      -  40 28 59.19700(N)    074 24 47.70200(W) AD(       ) 3
 KV5448
 KV5448.Superseded values are not recommended for survey control.
 KV5448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5448.See file dsdata.txt to determine how the superseded data were derived.
 KV5448
 KV5448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4976481557(NAD 83)
 KV5448_MARKER: 85 = CHIMNEY
 KV5448
 KV5448  HISTORY     - Date     Condition        Report By
 KV5448  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5448  HISTORY     - 1980     GOOD             LOCENG
 KV5448
 KV5448                          STATION DESCRIPTION
 KV5448
 KV5448'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5448'THE TALL CHIMNEY S OF THE RARITAN RIVER, IN NEW BRUNSWICK
 KV5448'0.2 MILE S OF SUPER HIGHWAY 25 AND BETWEEN THE BRIDGES OF NEW
 KV5448'JERSEY HIGHWAY S-28 AND TURNPIKE ROAD ON THE NEW BRUNSWICK
 KV5448'PUMPING STATION PLANT, RISING FROM THE W END OF THIS
 KV5448'IRREGULARLY-SHAPED BUILDING.  IT IS AN ORDINARY-TYPE,
 KV5448'YELLOW-BRICK CHIMNEY (3.66 METERS BASE DIAMETER).
 KV5448'
 KV5448'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 150 FEET ABOVE
 KV5448'GROUND.
 KV5448
 KV5448                          STATION RECOVERY (1980)
 KV5448
 KV5448'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (FRP)
 KV5448'CHIMNEY O.K. - BUT NOT USED IN SURVEY.
 KV5448'
 KV5448'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.2 MILE SOUTH RTE 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5428 ***********************************************************************
 KV5428  DESIGNATION -  NEW BRUNSWICK RED SPIRE
 KV5428  PID         -  KV5428
 KV5428  STATE/COUNTY-  NJ/MIDDLESEX
 KV5428  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5428
 KV5428                         *CURRENT SURVEY CONTROL
 KV5428  ___________________________________________________________________
 KV5428* NAD 83(1996)-  40 29 20.75417(N)    074 26 22.82384(W)     ADJUSTED  
 KV5428* NAVD 88     -                                                        
 KV5428  ___________________________________________________________________
 KV5428  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 KV5428  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV5428
 KV5428  HORZ ORDER  -  THIRD
 KV5428
 KV5428.The horizontal coordinates were established by classical geodetic methods
 KV5428.and adjusted by the National Geodetic Survey in September 1999..
 KV5428
 KV5428
 KV5428.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5428
 KV5428.The geoid height was determined by GEOID03.
 KV5428
 KV5428;                    North         East     Units Scale Factor Converg.
 KV5428;SPC NJ       -   183,819.885   155,114.077   MT  0.99990032   +0 02 21.0
 KV5428;SPC NJ       -   603,082.41    508,903.43   sFT  0.99990032   +0 02 21.0
 KV5428;SPC NY L     -    35,898.013   262,723.457   MT  1.00001464   -0 17 15.3
 KV5428;SPC NY L     -   117,775.40    861,951.88   sFT  1.00001464   -0 17 15.3
 KV5428;UTM  18      - 4,482,195.424   547,486.448   MT  0.99962776   +0 21 49.8
 KV5428
 KV5428                          SUPERSEDED SURVEY CONTROL
 KV5428
 KV5428  NAD 83(1996)-  40 29 20.75404(N)    074 26 22.82550(W) AD(       ) 4
 KV5428  NAD 83(1986)-  40 29 20.75581(N)    074 26 22.82681(W) AD(       ) 4
 KV5428  NAD 27      -  40 29 20.37900(N)    074 26 24.27900(W) AD(       ) 3
 KV5428
 KV5428.Superseded values are not recommended for survey control.
 KV5428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5428.See file dsdata.txt to determine how the superseded data were derived.
 KV5428
 KV5428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4748682195(NAD 83)
 KV5428_MARKER: 89 = SPIRE
 KV5428
 KV5428  HISTORY     - Date     Condition        Report By
 KV5428  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5428
 KV5428                          STATION DESCRIPTION
 KV5428
 KV5428'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5428'THE FAIRLY PROMINENT RED SPIRE--ON THE S SIDE OF THE RARITAN
 KV5428'RIVER, IN NEW BRUNSWICK, APPROXIMATELY 1/2 MILE NW OF THE CHAPEL
 KV5428'OF THE NEW JERSEY COLLEGE FOR WOMEN.
 KV5428'
 KV5428'THE STATION IS THE SPIRE-APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5422 ***********************************************************************
 KV5422  DESIGNATION -  NEW BRUNSWICK RED WOODEN TANK
 KV5422  PID         -  KV5422
 KV5422  STATE/COUNTY-  NJ/MIDDLESEX
 KV5422  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5422
 KV5422                         *CURRENT SURVEY CONTROL
 KV5422  ___________________________________________________________________
 KV5422* NAD 83(1996)-  40 29 41.00898(N)    074 27 12.06349(W)     ADJUSTED  
 KV5422* NAVD 88     -                                                        
 KV5422  ___________________________________________________________________
 KV5422  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 KV5422  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KV5422
 KV5422  HORZ ORDER  -  THIRD
 KV5422
 KV5422.The horizontal coordinates were established by classical geodetic methods
 KV5422.and adjusted by the National Geodetic Survey in September 1999..
 KV5422
 KV5422
 KV5422.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5422
 KV5422.The geoid height was determined by GEOID03.
 KV5422
 KV5422;                    North         East     Units Scale Factor Converg.
 KV5422;SPC NJ       -   184,443.891   153,954.248   MT  0.99990019   +0 01 49.1
 KV5422;SPC NJ       -   605,129.67    505,098.23   sFT  0.99990019   +0 01 49.1
 KV5422;SPC NY L     -    36,528.696   261,567.075   MT  1.00001403   -0 17 47.5
 KV5422;SPC NY L     -   119,844.56    858,157.98   sFT  1.00001403   -0 17 47.5
 KV5422;UTM  18      - 4,482,812.680   546,323.420   MT  0.99962641   +0 21 18.0
 KV5422
 KV5422                          SUPERSEDED SURVEY CONTROL
 KV5422
 KV5422  NAD 83(1996)-  40 29 41.00893(N)    074 27 12.06547(W) AD(       ) 4
 KV5422  NAD 83(1986)-  40 29 41.01093(N)    074 27 12.06737(W) AD(       ) 4
 KV5422  NAD 27      -  40 29 40.63400(N)    074 27 13.50900(W) AD(       ) 3
 KV5422
 KV5422.Superseded values are not recommended for survey control.
 KV5422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5422.See file dsdata.txt to determine how the superseded data were derived.
 KV5422
 KV5422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4632382813(NAD 83)
 KV5422_MARKER: 51 = TANK
 KV5422
 KV5422  HISTORY     - Date     Condition        Report By
 KV5422  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5422
 KV5422                          STATION DESCRIPTION
 KV5422
 KV5422'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5441 ***********************************************************************
 KV5441  DESIGNATION -  NEW BRUNSWICK RICKETTS TANK
 KV5441  PID         -  KV5441
 KV5441  STATE/COUNTY-  NJ/MIDDLESEX
 KV5441  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5441
 KV5441                         *CURRENT SURVEY CONTROL
 KV5441  ___________________________________________________________________
 KV5441* NAD 83(1996)-  40 28 47.49941(N)    074 26 38.92827(W)     ADJUSTED  
 KV5441* NAVD 88     -                                                        
 KV5441  ___________________________________________________________________
 KV5441  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 KV5441  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV5441
 KV5441  HORZ ORDER  -  THIRD
 KV5441
 KV5441.The horizontal coordinates were established by classical geodetic methods
 KV5441.and adjusted by the National Geodetic Survey in September 1999..
 KV5441
 KV5441
 KV5441.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5441
 KV5441.The geoid height was determined by GEOID03.
 KV5441
 KV5441;                    North         East     Units Scale Factor Converg.
 KV5441;SPC NJ       -   182,793.977   154,735.498   MT  0.99990028   +0 02 10.5
 KV5441;SPC NJ       -   599,716.57    507,661.38   sFT  0.99990028   +0 02 10.5
 KV5441;SPC NY L     -    34,874.163   262,338.989   MT  1.00001566   -0 17 25.8
 KV5441;SPC NY L     -   114,416.32    860,690.50   sFT  1.00001566   -0 17 25.8
 KV5441;UTM  18      - 4,481,167.668   547,113.790   MT  0.99962732   +0 21 39.1
 KV5441
 KV5441                          SUPERSEDED SURVEY CONTROL
 KV5441
 KV5441  NAD 83(1996)-  40 28 47.49954(N)    074 26 38.92993(W) AD(       ) 4
 KV5441  NAD 83(1986)-  40 28 47.50108(N)    074 26 38.93124(W) AD(       ) 4
 KV5441  NAD 27      -  40 28 47.12500(N)    074 26 40.38100(W) AD(       ) 3
 KV5441
 KV5441.Superseded values are not recommended for survey control.
 KV5441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5441.See file dsdata.txt to determine how the superseded data were derived.
 KV5441
 KV5441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4711481168(NAD 83)
 KV5441_MARKER: 53 = ELEVATED TANK
 KV5441
 KV5441  HISTORY     - Date     Condition        Report By
 KV5441  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5441  HISTORY     - 1933     GOOD             CGS
 KV5441
 KV5441                          STATION DESCRIPTION
 KV5441
 KV5441'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5441'THE TANK--S OF THE RARITAN RIVER, IN NEW BRUNSWICK JUST S OF THE
 KV5441'INTERSECTION OF GEORGES ROAD, POWERS STREET AND JONES AVENUE--IN
 KV5441'THE PLANT OF THE RICKETTS BLUEING COMPANY, RISING AT THE SW SIDE
 KV5441'OF THE LARGE FACTORY BUILDING (A STUCCO AND BRICK STRUCTURE).  IT
 KV5441'IS AN ORDINARY-TYPE, CONICAL-TOP, DARK-BLUE, WOODEN WATER TANK
 KV5441'(5.5 METERS BASE DIAMETER) SUPPORTED BY A STEEL LATTICE
 KV5441'STRUCTURE AND HAVING THE WHITE LETTERS RICKETTS LAUNDRY BLUE ON
 KV5441'ITS SIDE.
 KV5441'
 KV5441'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 80 FEET ABOVE
 KV5441'GROUND.
 KV5441'
 KV5441'AIR-PHOTO CONTROL MEASUREMENTS ARE SHOWN ON THE ACCOMPANYING
 KV5441'SKETCH.
 KV5441
 KV5441                          STATION RECOVERY (1933)
 KV5441
 KV5441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5441'IN E NEW BRUNSWICK, BEHIND BLUING FACTORY AT GEORGES ROAD AND
 KV5441'POWERS STREET.  150 FEET E OF PROPERTY LINE FRONTING POWERS
 KV5441'STREET.  TANK IS WOODEN, STEEL BANDED.  TANK IS PAINTED BLUE WITH
 KV5441'RICKITTS LAUNDRY BLUE ON W SIDE.  LOCATED ON HIGH GROUND.  TANK
 KV5441'IS FLAT BOTTOMED WITH FINIAL ON TOP.  80 FEET TO FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4887 ***********************************************************************
 KV4887  DESIGNATION -  NEW BRUNSWICK RUTG HARTZ CUP
 KV4887  PID         -  KV4887
 KV4887  STATE/COUNTY-  NJ/MIDDLESEX
 KV4887  USGS QUAD   -  PLAINFIELD (1995)
 KV4887
 KV4887                         *CURRENT SURVEY CONTROL
 KV4887  ___________________________________________________________________
 KV4887* NAD 83(1996)-  40 30 06.99955(N)    074 26 53.77584(W)     ADJUSTED  
 KV4887* NAVD 88     -                                                        
 KV4887  ___________________________________________________________________
 KV4887  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 KV4887  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV4887
 KV4887  HORZ ORDER  -  THIRD
 KV4887
 KV4887.The horizontal coordinates were established by classical geodetic methods
 KV4887.and adjusted by the National Geodetic Survey in September 1999..
 KV4887
 KV4887
 KV4887.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4887
 KV4887.The geoid height was determined by GEOID03.
 KV4887
 KV4887;                    North         East     Units Scale Factor Converg.
 KV4887;SPC NJ       -   185,245.746   154,384.381   MT  0.99990024   +0 02 00.9
 KV4887;SPC NJ       -   607,760.42    506,509.42   sFT  0.99990024   +0 02 00.9
 KV4887;SPC NY L     -    37,328.175   262,001.823   MT  1.00001326   -0 17 35.5
 KV4887;SPC NY L     -   122,467.52    859,584.31   sFT  1.00001326   -0 17 35.5
 KV4887;UTM  18      - 4,483,616.739   546,748.885   MT  0.99962690   +0 21 30.0
 KV4887
 KV4887                          SUPERSEDED SURVEY CONTROL
 KV4887
 KV4887  NAD 83(1996)-  40 30 06.99947(N)    074 26 53.77728(W) AD(       ) 4
 KV4887  NAD 83(1986)-  40 30 07.00166(N)    074 26 53.77930(W) AD(       ) 4
 KV4887  NAD 27      -  40 30 06.62700(N)    074 26 55.22900(W) AD(       ) 3
 KV4887
 KV4887.Superseded values are not recommended for survey control.
 KV4887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4887.See file dsdata.txt to determine how the superseded data were derived.
 KV4887
 KV4887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4674983617(NAD 83)
 KV4887_MARKER: 86 = CUPOLA
 KV4887
 KV4887  HISTORY     - Date     Condition        Report By
 KV4887  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4887  HISTORY     - 20020805 MARK NOT FOUND   INDIV
 KV4887
 KV4887                          STATION DESCRIPTION
 KV4887
 KV4887'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4887'THE CUPOLA--ON THE S SIDE OF THE RARITAN RIVER, IN NEW BRUNSWICK
 KV4887'N OF SEMINARY PLACE BETWEEN COLLEGE AVENUE AND GEORGE STREET--ON
 KV4887'THE RUTGERS UNIVERSITY CAMPUS, RISING FROM THE CENTRAL PART OF
 KV4887'THE PETER HARTZOG HALL.  IT IS A BLACK, DOME-SHAPED CUPOLA.
 KV4887'
 KV4887'THE STATION IS THE BASE OF THE ROD SUPPORTING A GOLD BALL AND
 KV4887'WEATHER VANE AT THE CUPOLA-APEX, APPROXIMATELY 85 FEET ABOVE GROUND.
 KV4887
 KV4887                          STATION RECOVERY (2002)
 KV4887
 KV4887'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (IBB)
 KV4887'MARK DESTROYED.  LISTED COORDINATES CURRENTLY POINT TO THE COURTYARD
 KV4887'OF A ZWEMER HALL, AT THE NEW BRUNSWICK THEOLOGICAL SEMINARY AT RUTGERS
 KV4887'UNVIERSITY IN NEW BRUNSWICK, NJ.  ZWEMER HALL WAS CONSTRUCTED IN JUNE
 KV4887'OF 1952, REPLACING HARTZOG HALL WHICH WAS DEMOLISHED TO ACCOMODATE NEW
 KV4887'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4885 ***********************************************************************
 KV4885  DESIGNATION -  NEW BRUNSWICK RUTGERS GYMN CUP
 KV4885  PID         -  KV4885
 KV4885  STATE/COUNTY-  NJ/MIDDLESEX
 KV4885  USGS QUAD   -  PLAINFIELD (1995)
 KV4885
 KV4885                         *CURRENT SURVEY CONTROL
 KV4885  ___________________________________________________________________
 KV4885* NAD 83(1996)-  40 30 11.61338(N)    074 27 08.98532(W)     ADJUSTED  
 KV4885* NAVD 88     -                                                        
 KV4885  ___________________________________________________________________
 KV4885  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 KV4885  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KV4885
 KV4885  HORZ ORDER  -  THIRD
 KV4885
 KV4885.The horizontal coordinates were established by classical geodetic methods
 KV4885.and adjusted by the National Geodetic Survey in September 1999..
 KV4885
 KV4885
 KV4885.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4885
 KV4885.The geoid height was determined by GEOID03.
 KV4885
 KV4885;                    North         East     Units Scale Factor Converg.
 KV4885;SPC NJ       -   185,387.847   154,026.219   MT  0.99990020   +0 01 51.1
 KV4885;SPC NJ       -   608,226.63    505,334.35   sFT  0.99990020   +0 01 51.1
 KV4885;SPC NY L     -    37,472.333   261,644.437   MT  1.00001312   -0 17 45.5
 KV4885;SPC NY L     -   122,940.48    858,411.79   sFT  1.00001312   -0 17 45.5
 KV4885;UTM  18      - 4,483,756.770   546,390.022   MT  0.99962649   +0 21 20.2
 KV4885
 KV4885                          SUPERSEDED SURVEY CONTROL
 KV4885
 KV4885  NAD 83(1996)-  40 30 11.61326(N)    074 27 08.98677(W) AD(       ) 4
 KV4885  NAD 83(1986)-  40 30 11.61559(N)    074 27 08.98895(W) AD(       ) 4
 KV4885  NAD 27      -  40 30 11.24100(N)    074 27 10.43800(W) AD(       ) 3
 KV4885
 KV4885.Superseded values are not recommended for survey control.
 KV4885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4885.See file dsdata.txt to determine how the superseded data were derived.
 KV4885
 KV4885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4639083757(NAD 83)
 KV4885_MARKER: 86 = CUPOLA
 KV4885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4885+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2002
 KV4885
 KV4885  HISTORY     - Date     Condition        Report By
 KV4885  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4885  HISTORY     - 20020729 GOOD             INDIV
 KV4885  HISTORY     - 20041006 GOOD             GEOCAC
 KV4885
 KV4885                          STATION DESCRIPTION
 KV4885
 KV4885'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4885'THE CUPOLA--S OF THE RARITAN RIVER, IN NEW BRUNSWICK ON THE W
 KV4885'SIDE OF COLLEGE AVENUE BETWEEN SENIOR AND MORRELL STREETS--ON
 KV4885'THE RUTGERS UNIVERSITY CAMPUS, RISING FROM THE EAST-CENTER SIDE
 KV4885'OF THE COLLEGE GYMNASIUM (A RED-BRICK, WHITE-TRIMMED
 KV4885'BUILDING).  IT IS A WHITE, WOODEN, DOME-SHAPED CUPOLA HAVING A
 KV4885'BLACK ROOF.
 KV4885'
 KV4885'THE STATION IS THE BASE OF THE ROD SUPPORTING A GOLD BALL AND
 KV4885'WEATHER VANE AT THE CUPOLA-APEX, APPROXIMATELY 85 FEET ABOVE GROUND.
 KV4885
 KV4885                          STATION RECOVERY (2002)
 KV4885
 KV4885'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (IBB)
 KV4885'RECOVERED IN GOOD CONDITION.
 KV4885
 KV4885                          STATION RECOVERY (2004)
 KV4885
 KV4885'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 KV4885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5432 ***********************************************************************
 KV5432  DESIGNATION -  NEW BRUNSWICK SAC HEART SCHOOL
 KV5432  PID         -  KV5432
 KV5432  STATE/COUNTY-  NJ/MIDDLESEX
 KV5432  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5432
 KV5432                         *CURRENT SURVEY CONTROL
 KV5432  ___________________________________________________________________
 KV5432* NAD 83(1996)-  40 29 46.16434(N)    074 27 02.80231(W)     ADJUSTED  
 KV5432* NAVD 88     -                                                        
 KV5432  ___________________________________________________________________
 KV5432  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 KV5432  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV5432
 KV5432  HORZ ORDER  -  THIRD
 KV5432
 KV5432.The horizontal coordinates were established by classical geodetic methods
 KV5432.and adjusted by the National Geodetic Survey in September 1999..
 KV5432
 KV5432
 KV5432.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5432
 KV5432.The geoid height was determined by GEOID03.
 KV5432
 KV5432;                    North         East     Units Scale Factor Converg.
 KV5432;SPC NJ       -   184,603.014   154,172.224   MT  0.99990021   +0 01 55.1
 KV5432;SPC NJ       -   605,651.72    505,813.37   sFT  0.99990021   +0 01 55.1
 KV5432;SPC NY L     -    36,686.591   261,785.980   MT  1.00001387   -0 17 41.4
 KV5432;SPC NY L     -   120,362.59    858,876.17   sFT  1.00001387   -0 17 41.4
 KV5432;UTM  18      - 4,482,972.991   546,540.431   MT  0.99962666   +0 21 24.0
 KV5432
 KV5432                          SUPERSEDED SURVEY CONTROL
 KV5432
 KV5432  NAD 83(1996)-  40 29 46.16434(N)    074 27 02.80391(W) AD(       ) 4
 KV5432  NAD 83(1986)-  40 29 46.16601(N)    074 27 02.80480(W) AD(       ) 4
 KV5432  NAD 27      -  40 29 45.79100(N)    074 27 04.25500(W) AD(       ) 3
 KV5432
 KV5432.Superseded values are not recommended for survey control.
 KV5432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5432.See file dsdata.txt to determine how the superseded data were derived.
 KV5432
 KV5432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4654082973(NAD 83)
 KV5432_MARKER: 74 = LARGE CROSS
 KV5432
 KV5432  HISTORY     - Date     Condition        Report By
 KV5432  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5432  HISTORY     - 1933     GOOD             CGS
 KV5432  HISTORY     - 20041006 MARK NOT FOUND   GEOCAC
 KV5432
 KV5432                          STATION DESCRIPTION
 KV5432
 KV5432'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5432'THE TALL SPIRE--S OF RARITAN RIVER, IN NEW BRUNSWICK ON THE NE
 KV5432'CORNER OF SOMERSET AND DIVISION STREETS--ATOP THE SACRED HEART
 KV5432'SCHOOL, RISING FROM THE CENTRAL PART OF THIS IRREGULARLY-SHAPED,
 KV5432'RED-BRICK BUILDING.  IT IS A SLIM, BLACK SPIRE SURMOUNTING AN
 KV5432'OPEN BELFRY TOWER.
 KV5432'
 KV5432'THE STATION IS THE GOLD CROSS AT THE SPIRE-APEX, APPROXIMATELY
 KV5432'100 FEET ABOVE GROUND.
 KV5432'
 KV5432'AIR-PHOTO CONTROL MEASUREMENTS ARE SHOWN ON THE ACCOMPANYING
 KV5432'SKETCH.
 KV5432
 KV5432                          STATION RECOVERY (1933)
 KV5432
 KV5432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5432'BELFRY OF ST. PETERS CATHOLIC SCHOOL AT NE CORNER OF INTERSECTION
 KV5432'OF SOMERSET AND DIVISION STREETS IN W NEW BRUNSWICK.  THE SCHOOL
 KV5432'BUILDING IS A LARGE BRICK STRUCTURE WITH BELFRY IN CENTER OF
 KV5432'BUILDING.  BELFRY AND BUILDING ARE ROOFED WITH SLATE.  GOLD CROSS
 KV5432'WITH KNOBS ON POINTS SURMOUNTS BELFRY.  HEIGHT OF CROSS ABOVE
 KV5432'STREET LEVEL IS APPROXIMATELY 100 FEET.
 KV5432
 KV5432                          STATION RECOVERY (2004)
 KV5432
 KV5432'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 KV5432'A MODERN (1970) SCHOOL BUILDING NOW OCCUPIES THE NORTHEAST CORNER OF
 KV5432'SOMERSET AND DIVISION STREETS. THE LOCATION IS NOT TO BE CONFUSED WITH
 KV5432'THE NORTHWEST CORNER, WHERE ANOTHER CHURCH IS LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5421 ***********************************************************************
 KV5421  DESIGNATION -  NEW BRUNSWICK SACRED HEART CH
 KV5421  PID         -  KV5421
 KV5421  STATE/COUNTY-  NJ/MIDDLESEX
 KV5421  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5421
 KV5421                         *CURRENT SURVEY CONTROL
 KV5421  ___________________________________________________________________
 KV5421* NAD 83(1996)-  40 29 11.63072(N)    074 26 34.72351(W)     ADJUSTED  
 KV5421* NAVD 88     -                                                        
 KV5421  ___________________________________________________________________
 KV5421  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 KV5421  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV5421
 KV5421  HORZ ORDER  -  THIRD
 KV5421
 KV5421.The horizontal coordinates were established by classical geodetic methods
 KV5421.and adjusted by the National Geodetic Survey in September 1999..
 KV5421
 KV5421
 KV5421.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5421
 KV5421.The geoid height was determined by GEOID03.
 KV5421
 KV5421;                    North         East     Units Scale Factor Converg.
 KV5421;SPC NJ       -   183,538.309   154,834.044   MT  0.99990029   +0 02 13.3
 KV5421;SPC NJ       -   602,158.60    507,984.69   sFT  0.99990029   +0 02 13.3
 KV5421;UTM  18      - 4,481,912.343   547,208.092   MT  0.99962743   +0 21 42.0
 KV5421
 KV5421                          SUPERSEDED SURVEY CONTROL
 KV5421
 KV5421  NAD 83(1996)-  40 29 11.63080(N)    074 26 34.72506(W) AD(       ) 4
 KV5421  NAD 83(1986)-  40 29 11.63238(N)    074 26 34.72633(W) AD(       ) 4
 KV5421  NAD 27      -  40 29 11.25900(N)    074 26 36.17700(W) AD(       ) 3
 KV5421
 KV5421.Superseded values are not recommended for survey control.
 KV5421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5421.See file dsdata.txt to determine how the superseded data were derived.
 KV5421
 KV5421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4720881912(NAD 83)
 KV5421_MARKER: 91 = CHURCH CROSS
 KV5421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5421+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 KV5421
 KV5421  HISTORY     - Date     Condition        Report By
 KV5421  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5421  HISTORY     - 1933     GOOD             CGS
 KV5421  HISTORY     - 20020921 GOOD             INDIV
 KV5421  HISTORY     - 20041016 GOOD             GEOCAC
 KV5421
 KV5421                          STATION DESCRIPTION
 KV5421
 KV5421'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5421'THE SPIRE--S OF THE RARITAN RIVER, IN NEW BRUNSWICK ON THE SE
 KV5421'CORNER OF THROOP AVENUE AND SUYDAM STREET--ATOP THE SACRED
 KV5421'HEART CHURCH, RISING FROM THE N-CENTRAL PART OF THE RED-BRICK
 KV5421'CHURCH BUILDING.  IT IS A SHORT, GREEN, COPPER-SHEATHED SPIRE.
 KV5421'
 KV5421'THE STATION IS THE GOLD CROSS AT THE SPIRE-APEX.
 KV5421'
 KV5421'AIR-PHOTO CONTROL MEASUREMENTS ARE SHOWN ON THE ACCOMPANYING
 KV5421'SKETCH.
 KV5421
 KV5421                          STATION RECOVERY (1933)
 KV5421
 KV5421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5421'SPIRE OVER MAIN ENTRANCE TO SACRED HEART CATHOLIC CHURCH AT NE
 KV5421'CORNER OF THROOP AND SUYDAM STREETS IN E NEW BRUNSWICK.  THE
 KV5421'BUILDING IS RATHER LARGE AND OLD, IMPOSING LOOKING.  THE
 KV5421'PINNACLE IS A PYRAMID, SHEET COPPER (WEATHERED) COVERED MOUNTED
 KV5421'BY A LARGE GOLD CROSS.  MAIN TOWER HAS FOUR SMALL PINNACLES
 KV5421'AT EACH CORNER.  MAIN PINNACLE AND CROSS VERY CONSPICUOUS.
 KV5421'SPIRE IS ABOUT 125 FEET ABOVE STREET LEVEL.
 KV5421'
 KV5421'THIS SPIRE MUST NOT BE MISTAKEN FOR ST. JOHNS CATHOLIC CHURCH
 KV5421'ABOUT 1/2 MILE N, WHICH IS SIMILAR BUT HAS OCTAGONAL RED
 KV5421'PINNACLE, WHEREAS SACRED HEART PINNACLE IS GREEN.
 KV5421
 KV5421                          STATION RECOVERY (2002)
 KV5421
 KV5421'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (IBB)
 KV5421'RECOVERED IN GOOD CONDITION.
 KV5421
 KV5421                          STATION RECOVERY (2004)
 KV5421
 KV5421'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 KV5421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5429 ***********************************************************************
 KV5429  DESIGNATION -  NEW BRUNSWICK SEC HUNG CH BALL
 KV5429  PID         -  KV5429
 KV5429  STATE/COUNTY-  NJ/MIDDLESEX
 KV5429  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5429
 KV5429                         *CURRENT SURVEY CONTROL
 KV5429  ___________________________________________________________________
 KV5429* NAD 83(1996)-  40 29 44.63889(N)    074 27 03.73422(W)     ADJUSTED  
 KV5429* NAVD 88     -                                                        
 KV5429  ___________________________________________________________________
 KV5429  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 KV5429  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV5429
 KV5429  HORZ ORDER  -  THIRD
 KV5429
 KV5429.The horizontal coordinates were established by classical geodetic methods
 KV5429.and adjusted by the National Geodetic Survey in September 1999..
 KV5429
 KV5429
 KV5429.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5429
 KV5429.The geoid height was determined by GEOID03.
 KV5429
 KV5429;                    North         East     Units Scale Factor Converg.
 KV5429;SPC NJ       -   184,555.953   154,150.308   MT  0.99990021   +0 01 54.5
 KV5429;SPC NJ       -   605,497.32    505,741.47   sFT  0.99990021   +0 01 54.5
 KV5429;UTM  18      - 4,482,925.820   546,518.788   MT  0.99962664   +0 21 23.4
 KV5429
 KV5429                          SUPERSEDED SURVEY CONTROL
 KV5429
 KV5429  NAD 83(1996)-  40 29 44.63886(N)    074 27 03.73586(W) AD(       ) 4
 KV5429  NAD 83(1986)-  40 29 44.64047(N)    074 27 03.73663(W) AD(       ) 4
 KV5429  NAD 27      -  40 29 44.26500(N)    074 27 05.18800(W) AD(       ) 3
 KV5429
 KV5429.Superseded values are not recommended for survey control.
 KV5429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5429.See file dsdata.txt to determine how the superseded data were derived.
 KV5429
 KV5429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4651982926(NAD 83)
 KV5429_MARKER: 90 = CHURCH SPIRE
 KV5429
 KV5429  HISTORY     - Date     Condition        Report By
 KV5429  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5429  HISTORY     - 20041006 GOOD             GEOCAC
 KV5429
 KV5429                          STATION DESCRIPTION
 KV5429
 KV5429'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5429'SPIRE OF SECOND REFORMED HUNGARIAN CHURCH AT SW CORNER OF
 KV5429'SOMERSET AND DIVISION STREETS IN W NEW BRUNSWICK.  THE SPIRE IS
 KV5429'AT E END OF BUILDING, OVER MAIN ENTRANCE, SQUARE AND SHARP
 KV5429'POINT, SLATE COVERED.  SURMOUNTED BY A TEN-POINTED GOLD STAR,
 KV5429'FLAG AND BALL.
 KV5429'
 KV5429'THIS BELFRY MUST NOT BE MISTAKEN WITH HUNGARIAN CATHOLIC CHURCH
 KV5429'WHICH IS LOCATED ABOUT 2 BLOCKS S WHICH MOUNTS A CROSS OR
 KV5429'FIRST REFORMED HUNGARIAN CHURCH TO E IN LOWER LAND WHICH MOUNTS
 KV5429'A LARGE SILVER BALL.
 KV5429
 KV5429                          STATION RECOVERY (2004)
 KV5429
 KV5429'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 KV5429'SPIRE NO LONGER APPEARS TO BE 'SLATE COVERED' BUT OTHERWISE CONFORMS
 KV5429'TO 1932 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4883 ***********************************************************************
 KV4883  DESIGNATION -  NEW BRUNSWICK SEC REFO CH VANE
 KV4883  PID         -  KV4883
 KV4883  STATE/COUNTY-  NJ/MIDDLESEX
 KV4883  USGS QUAD   -  PLAINFIELD (1995)
 KV4883
 KV4883                         *CURRENT SURVEY CONTROL
 KV4883  ___________________________________________________________________
 KV4883* NAD 83(1996)-  40 30 04.75513(N)    074 27 01.40107(W)     ADJUSTED  
 KV4883* NAVD 88     -                                                        
 KV4883  ___________________________________________________________________
 KV4883  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 KV4883  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV4883
 KV4883  HORZ ORDER  -  THIRD
 KV4883
 KV4883.The horizontal coordinates were established by classical geodetic methods
 KV4883.and adjusted by the National Geodetic Survey in September 1999..
 KV4883
 KV4883
 KV4883.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4883
 KV4883.The geoid height was determined by GEOID03.
 KV4883
 KV4883;                    North         East     Units Scale Factor Converg.
 KV4883;SPC NJ       -   185,176.420   154,204.895   MT  0.99990022   +0 01 56.0
 KV4883;SPC NJ       -   607,532.97    505,920.56   sFT  0.99990022   +0 01 56.0
 KV4883;UTM  18      - 4,483,546.416   546,569.844   MT  0.99962669   +0 21 25.1
 KV4883
 KV4883                          SUPERSEDED SURVEY CONTROL
 KV4883
 KV4883  NAD 83(1996)-  40 30 04.75525(N)    074 27 01.40259(W) AD(       ) 4
 KV4883  NAD 83(1986)-  40 30 04.75640(N)    074 27 01.40349(W) AD(       ) 4
 KV4883  NAD 27      -  40 30 04.38200(N)    074 27 02.85400(W) AD(       ) 3
 KV4883
 KV4883.Superseded values are not recommended for survey control.
 KV4883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4883.See file dsdata.txt to determine how the superseded data were derived.
 KV4883
 KV4883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4657083546(NAD 83)
 KV4883_MARKER: 90 = CHURCH SPIRE
 KV4883
 KV4883  HISTORY     - Date     Condition        Report By
 KV4883  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4883  HISTORY     - 20041006 GOOD             GEOCAC
 KV4883
 KV4883                          STATION DESCRIPTION
 KV4883
 KV4883'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV4883'STATION IS IN W NEW BRUNSWICK AT INTERSECTION OF COLLEGE AND
 KV4883'STONE STREETS.  CHURCH PROPERTY OCCUPIES ENTIRE BLOCK AT SE
 KV4883'CORNER OF ABOVE INTERSECTION.  THE MAIN CHURCH IS FAIRLY NEW,
 KV4883'BUILT OF RED BRICK WITH LARGE WHITE WOODEN COLUMNS.  THE SPIRE
 KV4883'IS HIGH AND POINTED AND SURMOUNTED BY A ROOSTER WEATHER
 KV4883'VANE.  RUTGERS UNIVERSITY IS LOCATED DIRECTLY N OF THE
 KV4883'CHURCH.  CHURCH LOCATED IN GOOD RESIDENTIAL DISTRICT.
 KV4883'
 KV4883'HEIGHT--100 FEET TO WEATHER VANE.
 KV4883
 KV4883                          STATION RECOVERY (2004)
 KV4883
 KV4883'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 KV4883'CHURCH IS LOCATED BETWEEN RUTGERS GLOBAL PROGRAMS (102 COLLEGE AVENUE)
 KV4883'AND THE RUTGERS FEDERAL CREDIT UNION (100 COLLEGE AVENUE). CHURCH
 KV4883'WEBSITE AT GIVES STREET ADDRESS AS 100 COLLEGE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5444 ***********************************************************************
 KV5444  DESIGNATION -  NEW BRUNSWICK SQUIBBS CO STACK
 KV5444  PID         -  KV5444
 KV5444  STATE/COUNTY-  NJ/MIDDLESEX
 KV5444  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5444
 KV5444                         *CURRENT SURVEY CONTROL
 KV5444  ___________________________________________________________________
 KV5444* NAD 83(1996)-  40 28 28.86955(N)    074 26 38.78526(W)     ADJUSTED  
 KV5444* NAVD 88     -                                                        
 KV5444  ___________________________________________________________________
 KV5444  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 KV5444  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV5444
 KV5444  HORZ ORDER  -  THIRD
 KV5444
 KV5444.The horizontal coordinates were established by classical geodetic methods
 KV5444.and adjusted by the National Geodetic Survey in September 1999..
 KV5444
 KV5444
 KV5444.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5444
 KV5444.The geoid height was determined by GEOID03.
 KV5444
 KV5444;                    North         East     Units Scale Factor Converg.
 KV5444;SPC NJ       -   182,219.389   154,739.230   MT  0.99990028   +0 02 10.6
 KV5444;SPC NJ       -   597,831.45    507,673.62   sFT  0.99990028   +0 02 10.6
 KV5444;UTM  18      - 4,480,593.267   547,120.775   MT  0.99962733   +0 21 39.0
 KV5444
 KV5444                          SUPERSEDED SURVEY CONTROL
 KV5444
 KV5444  NAD 83(1996)-  40 28 28.86935(N)    074 26 38.78686(W) AD(       ) 4
 KV5444  NAD 83(1986)-  40 28 28.87064(N)    074 26 38.78784(W) AD(       ) 4
 KV5444  NAD 27      -  40 28 28.50000(N)    074 26 40.24000(W) AD(       ) 3
 KV5444
 KV5444.Superseded values are not recommended for survey control.
 KV5444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5444.See file dsdata.txt to determine how the superseded data were derived.
 KV5444
 KV5444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4712180593(NAD 83)
 KV5444_MARKER: 63 = STACK
 KV5444
 KV5444  HISTORY     - Date     Condition        Report By
 KV5444  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5444
 KV5444                          STATION DESCRIPTION
 KV5444
 KV5444'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5444'IN SE NEW BRUNSWICK APPROXIMATELY 1/4 MILE E OF GEORGES ROAD
 KV5444'AND 200 FEET N OR RARITAN RIVER RAILROAD.  AT S END OF POWER
 KV5444'PLANT OF E.R. SQUIBB AND SONS PLANT.
 KV5444'
 KV5444'STACK IS CONCRETE, NO BATTER, SLIGHT SWELL AT TOP, AND
 KV5444'APPROXIMATELY 50 FEET W OF WATER TANK.  STACK ABOUT 100 FEET
 KV5444'HIGH.  SOOTY AT TOP.
 KV5444'
 KV5444'TO REACH FROM GEORGES ROAD TURN RIGHT (E) 100 FEET N OF
 KV5444'RAILROAD CROSSING ONTO CONCRETE ROAD (SQUIBBS PRIVATE ROAD).
 KV5444'
 KV5444'ENTRANCE TO PLANT ON PASS ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5445 ***********************************************************************
 KV5445  DESIGNATION -  NEW BRUNSWICK SQUIBBS CO TANK
 KV5445  PID         -  KV5445
 KV5445  STATE/COUNTY-  NJ/MIDDLESEX
 KV5445  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5445
 KV5445                         *CURRENT SURVEY CONTROL
 KV5445  ___________________________________________________________________
 KV5445* NAD 83(1996)-  40 28 28.21107(N)    074 26 37.56599(W)     ADJUSTED  
 KV5445* NAVD 88     -                                                        
 KV5445  ___________________________________________________________________
 KV5445  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 KV5445  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV5445
 KV5445  HORZ ORDER  -  THIRD
 KV5445
 KV5445.The horizontal coordinates were established by classical geodetic methods
 KV5445.and adjusted by the National Geodetic Survey in September 1999..
 KV5445
 KV5445
 KV5445.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5445
 KV5445.The geoid height was determined by GEOID03.
 KV5445
 KV5445;                    North         East     Units Scale Factor Converg.
 KV5445;SPC NJ       -   182,199.098   154,767.960   MT  0.99990028   +0 02 11.4
 KV5445;SPC NJ       -   597,764.87    507,767.88   sFT  0.99990028   +0 02 11.4
 KV5445;UTM  18      - 4,480,573.145   547,149.612   MT  0.99962736   +0 21 39.8
 KV5445
 KV5445                          SUPERSEDED SURVEY CONTROL
 KV5445
 KV5445  NAD 83(1996)-  40 28 28.21112(N)    074 26 37.56762(W) AD(       ) 4
 KV5445  NAD 83(1986)-  40 28 28.21263(N)    074 26 37.56877(W) AD(       ) 4
 KV5445  NAD 27      -  40 28 27.84000(N)    074 26 39.02000(W) AD(       ) 3
 KV5445
 KV5445.Superseded values are not recommended for survey control.
 KV5445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5445.See file dsdata.txt to determine how the superseded data were derived.
 KV5445
 KV5445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4715080573(NAD 83)
 KV5445_MARKER: 53 = ELEVATED TANK
 KV5445
 KV5445  HISTORY     - Date     Condition        Report By
 KV5445  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5445  HISTORY     - 1933     GOOD             CGS
 KV5445
 KV5445                          STATION DESCRIPTION
 KV5445
 KV5445'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5445'THE TALL TANK--S OF THE RARITAN RIVER, IN NEW BRUNSWICK
 KV5445'APPROXIMATELY 1/4 MILE S OF GEORGES ROAD--IN THE PLANT OF THE
 KV5445'SQUIBB COMPANY, RISING JUST S OF THE THYROXIN BUILDING (THE
 KV5445'SOUTHERLY IN A GROUP OF THREE BUILDINGS) AND W OF A CONCRETE
 KV5445'DRIVE.  IT IS AN ORDINARY-TYPE, CONICAL-TOP, BLACK, STEEL WATER
 KV5445'TANK (18 FEET IN DIAMETER 50,000 GALLONS CAPACITY) HAVING
 KV5445'SQUIBB LETTERED IN WHITE ON ITS SIDE.  IT IS LOCATED SE OF A
 KV5445'TALL CHIMNEY IN THE SAME PLANT.
 KV5445'
 KV5445'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 128 FEET
 KV5445'ABOVE GROUND.
 KV5445
 KV5445                          STATION RECOVERY (1933)
 KV5445
 KV5445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5445'STATION IS IN SE NEW BRUNSWICK APPROXIMATELY 1/4 MILE E OF
 KV5445'GEORGES ROAD, AND 200 FEET N OF RARITAN RIVER RAILROAD.
 KV5445'
 KV5445'IN CENTER OF GROUP OF YELLOW BRICK OR GREY CONCRETE BLOCK
 KV5445'BUILDINGS.  TANK IS WELL PROPORTIONED, LEGS HAVE WIDE
 KV5445'SPREAD.  SQUIBB ON W SIDE.  TOP IS CONICAL.  BOTTOM IS SPHERICAL,
 KV5445'PAINTED BLACK.  TANK IS ABOUT 30 FEET HIGHER THAN THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5419 ***********************************************************************
 KV5419  DESIGNATION -  NEW BRUNSWICK ST MARY CH E CUP
 KV5419  PID         -  KV5419
 KV5419  STATE/COUNTY-  NJ/MIDDLESEX
 KV5419  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5419
 KV5419                         *CURRENT SURVEY CONTROL
 KV5419  ___________________________________________________________________
 KV5419* NAD 83(1996)-  40 29 00.10805(N)    074 26 58.13423(W)     ADJUSTED  
 KV5419* NAVD 88     -                                                        
 KV5419  ___________________________________________________________________
 KV5419  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 KV5419  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV5419
 KV5419  HORZ ORDER  -  THIRD
 KV5419
 KV5419.The horizontal coordinates were established by classical geodetic methods
 KV5419.and adjusted by the National Geodetic Survey in September 1999..
 KV5419
 KV5419
 KV5419.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5419
 KV5419.The geoid height was determined by GEOID03.
 KV5419
 KV5419;                    North         East     Units Scale Factor Converg.
 KV5419;SPC NJ       -   183,182.586   154,282.950   MT  0.99990023   +0 01 58.1
 KV5419;SPC NJ       -   600,991.53    506,176.65   sFT  0.99990023   +0 01 58.1
 KV5419;SPC NY L     -    35,265.391   261,888.614   MT  1.00001527   -0 17 38.4
 KV5419;SPC NY L     -   115,699.87    859,212.89   sFT  1.00001527   -0 17 38.4
 KV5419;UTM  18      - 4,481,553.601   546,659.172   MT  0.99962680   +0 21 26.7
 KV5419
 KV5419                          SUPERSEDED SURVEY CONTROL
 KV5419
 KV5419  NAD 83(1996)-  40 29 00.10783(N)    074 26 58.13607(W) AD(       ) 4
 KV5419  NAD 83(1986)-  40 29 00.11000(N)    074 26 58.13711(W) AD(       ) 4
 KV5419  NAD 27      -  40 28 59.73600(N)    074 26 59.58800(W) AD(       ) 3
 KV5419
 KV5419.Superseded values are not recommended for survey control.
 KV5419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5419.See file dsdata.txt to determine how the superseded data were derived.
 KV5419
 KV5419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4665981554(NAD 83)
 KV5419_MARKER: 91 = CHURCH CROSS
 KV5419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5419+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 KV5419
 KV5419  HISTORY     - Date     Condition        Report By
 KV5419  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5419  HISTORY     - 20020921 GOOD             INDIV
 KV5419  HISTORY     - 20041016 GOOD             GEOCAC
 KV5419
 KV5419                          STATION DESCRIPTION
 KV5419
 KV5419'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5419'THE EASTERLY OF TWIN CUPOLAS--S OF THE RARITAN RIVER, IN
 KV5419'NEW BRUNSWICK ON THE N SIDE OF REMSEN AVENUE BETWEEN POWERS AND
 KV5419'SANDFORD STREETS--ON THE ST. MARYS ROMAN CATHOLIC CHURCH, RISING
 KV5419'AT THE SE CORNER OF THIS GRAY-STONE BUILDING.  IT IS A BLACK
 KV5419'SLATE CUPOLA.
 KV5419'
 KV5419'THE STATION IS THE GOLD CROSS AT THE CUPOLA-APEX, APPROXIMATELY
 KV5419'85 FEET ABOVE GROUND.
 KV5419'
 KV5419'AIR-PHOTO CONTROL MEASUREMENTS ARE SHOWN ON THE ACCOMPANYING
 KV5419'SKETCH.
 KV5419
 KV5419                          STATION RECOVERY (2002)
 KV5419
 KV5419'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (IBB)
 KV5419'RECOVERED IN GOOD CONDITION.
 KV5419
 KV5419                          STATION RECOVERY (2004)
 KV5419
 KV5419'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 KV5419'CUPOLA APPEARS TO BE ORIGINAL BUT IS NOW GREEN, NOT BLACK AS IN 1932
 KV5419'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5447 ***********************************************************************
 KV5447  DESIGNATION -  NEW BRUNSWICK ST MARY CH W CUP
 KV5447  PID         -  KV5447
 KV5447  STATE/COUNTY-  NJ/MIDDLESEX
 KV5447  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5447
 KV5447                         *CURRENT SURVEY CONTROL
 KV5447  ___________________________________________________________________
 KV5447* NAD 83(1996)-  40 28 59.73003(N)    074 26 58.53296(W)     ADJUSTED  
 KV5447* NAVD 88     -                                                        
 KV5447  ___________________________________________________________________
 KV5447  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 KV5447  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV5447
 KV5447  HORZ ORDER  -  THIRD
 KV5447
 KV5447.The horizontal coordinates were established by classical geodetic methods
 KV5447.and adjusted by the National Geodetic Survey in September 1999..
 KV5447
 KV5447
 KV5447.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5447
 KV5447.The geoid height was determined by GEOID03.
 KV5447
 KV5447;                    North         East     Units Scale Factor Converg.
 KV5447;SPC NJ       -   183,170.921   154,273.567   MT  0.99990022   +0 01 57.8
 KV5447;SPC NJ       -   600,953.26    506,145.86   sFT  0.99990022   +0 01 57.8
 KV5447;SPC NY L     -    35,253.779   261,879.163   MT  1.00001528   -0 17 38.7
 KV5447;SPC NY L     -   115,661.77    859,181.89   sFT  1.00001528   -0 17 38.7
 KV5447;UTM  18      - 4,481,541.887   546,649.857   MT  0.99962679   +0 21 26.4
 KV5447
 KV5447                          SUPERSEDED SURVEY CONTROL
 KV5447
 KV5447  NAD 83(1996)-  40 28 59.72981(N)    074 26 58.53481(W) AD(       ) 4
 KV5447  NAD 83(1986)-  40 28 59.73197(N)    074 26 58.53584(W) AD(       ) 4
 KV5447  NAD 27      -  40 28 59.35500(N)    074 26 59.98800(W) AD(       ) 3
 KV5447
 KV5447.Superseded values are not recommended for survey control.
 KV5447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5447.See file dsdata.txt to determine how the superseded data were derived.
 KV5447
 KV5447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4665081542(NAD 83)
 KV5447_MARKER: 91 = CHURCH CROSS
 KV5447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5447+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 KV5447
 KV5447  HISTORY     - Date     Condition        Report By
 KV5447  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5447  HISTORY     - 20020921 GOOD             INDIV
 KV5447  HISTORY     - 20041016 GOOD             GEOCAC
 KV5447
 KV5447                          STATION DESCRIPTION
 KV5447
 KV5447'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5447'THE WESTERLY OF TWIN CUPOLAS--S OF THE RARITAN RIVER, IN NEW
 KV5447'BRUNSWICK ON THE N SIDE OF REMSEN AVENUE BETWEEN POWERS AND
 KV5447'SANDFORD STREETS--ON THE ST. MARYS ROMAN CATHOLIC CHURCH, RISING
 KV5447'AT THE SW CORNER OF THIS GRAY-STONE BUILDING.  IT IS A BLACK
 KV5447'SLATE CUPOLA.
 KV5447'
 KV5447'THE STATION IS THE GOLD CROSS AT THE CUPOLA-APEX, APPROXIMATELY
 KV5447'85 FEET ABOVE GROUND.
 KV5447'
 KV5447'AIR-PHOTO CONTROL MEASUREMENTS ARE SHOWN ON THE ACCOMPANYING
 KV5447'SKETCH.
 KV5447
 KV5447                          STATION RECOVERY (2002)
 KV5447
 KV5447'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (IBB)
 KV5447'RECOVERED IN GOOD CONDITION.
 KV5447
 KV5447                          STATION RECOVERY (2004)
 KV5447
 KV5447'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 KV5447'CUPOLA APPEARS TO BE ORIGINAL BUT IS NOW GREEN, NOT BLACK AS IN 1932
 KV5447'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4892 ***********************************************************************
 KV4892  DESIGNATION -  NEW BRUNSWICK TRANS ATL RED BN
 KV4892  PID         -  KV4892
 KV4892  STATE/COUNTY-  NJ/SOMERSET
 KV4892  USGS QUAD   -  PLAINFIELD (1995)
 KV4892
 KV4892                         *CURRENT SURVEY CONTROL
 KV4892  ___________________________________________________________________
 KV4892* NAD 83(1996)-  40 30 49.01187(N)    074 29 40.53838(W)     ADJUSTED  
 KV4892* NAVD 88     -                                                        
 KV4892  ___________________________________________________________________
 KV4892  LAPLACE CORR-           5.14  (seconds)                    DEFLEC99
 KV4892  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KV4892
 KV4892  HORZ ORDER  -  THIRD
 KV4892
 KV4892.The horizontal coordinates were established by classical geodetic methods
 KV4892.and adjusted by the National Geodetic Survey in September 1999..
 KV4892
 KV4892
 KV4892.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4892
 KV4892.The geoid height was determined by GEOID03.
 KV4892
 KV4892;                    North         East     Units Scale Factor Converg.
 KV4892;SPC NJ       -   186,540.244   150,458.117   MT  0.99990000   +0 00 12.6
 KV4892;SPC NJ       -   612,007.45    493,628.01   sFT  0.99990000   +0 00 12.6
 KV4892;UTM  18      - 4,484,888.609   542,816.429   MT  0.99962257   +0 19 42.0
 KV4892
 KV4892                          SUPERSEDED SURVEY CONTROL
 KV4892
 KV4892  NAD 83(1996)-  40 30 49.01255(N)    074 29 40.54017(W) AD(       ) 4
 KV4892  NAD 83(1986)-  40 30 49.01315(N)    074 29 40.54023(W) AD(       ) 4
 KV4892  NAD 27      -  40 30 48.64000(N)    074 29 41.98500(W) AD(       ) 3
 KV4892
 KV4892.Superseded values are not recommended for survey control.
 KV4892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4892.See file dsdata.txt to determine how the superseded data were derived.
 KV4892
 KV4892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4281684889(NAD 83)
 KV4892_MARKER: 14 = NAVIGATION LIGHT
 KV4892
 KV4892  HISTORY     - Date     Condition        Report By
 KV4892  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4892
 KV4892                          STATION DESCRIPTION
 KV4892
 KV4892'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV4892'STATION IS ABOUT 1 MILE W OF NEW BRUNSWICK ON THE S SIDE OF
 KV4892'THE RARITAN RIVER.  MASTS ARE IN TWO ROWS OF SIX EACH, THE
 KV4892'ROWS EXTENDING N AND S, THE N PAIR OF MASTS BEING ABOUT 100
 KV4892'FEET S OF THE RIVER BANK.
 KV4892'
 KV4892'THE MASTS ARE APPROXIMATELY 150 FEET HIGH AND 150 FEET
 KV4892'APART.  THEY ARE BUILT OF FABRICATED ROLLED STEEL SECTIONS AND
 KV4892'ARE CABLE GUYED IN ALL DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5417 ***********************************************************************
 KV5417  DESIGNATION -  NEW BRUNSWICK WOM COLL CHAPEL
 KV5417  PID         -  KV5417
 KV5417  STATE/COUNTY-  NJ/MIDDLESEX
 KV5417  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5417
 KV5417                         *CURRENT SURVEY CONTROL
 KV5417  ___________________________________________________________________
 KV5417* NAD 83(1996)-  40 29 11.21479(N)    074 26 08.69436(W)     ADJUSTED  
 KV5417* NAVD 88     -                                                        
 KV5417  ___________________________________________________________________
 KV5417  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 KV5417  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV5417
 KV5417  HORZ ORDER  -  THIRD
 KV5417
 KV5417.The horizontal coordinates were established by classical geodetic methods
 KV5417.and adjusted by the National Geodetic Survey in September 1999..
 KV5417
 KV5417
 KV5417.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5417
 KV5417.The geoid height was determined by GEOID03.
 KV5417
 KV5417;                    North         East     Units Scale Factor Converg.
 KV5417;SPC NJ       -   183,525.902   155,447.013   MT  0.99990037   +0 02 30.2
 KV5417;SPC NJ       -   602,117.90    509,995.74   sFT  0.99990037   +0 02 30.2
 KV5417;UTM  18      - 4,481,903.412   547,820.954   MT  0.99962815   +0 21 58.9
 KV5417
 KV5417                          SUPERSEDED SURVEY CONTROL
 KV5417
 KV5417  NAD 83(1996)-  40 29 11.21474(N)    074 26 08.69615(W) AD(       ) 4
 KV5417  NAD 83(1986)-  40 29 11.21647(N)    074 26 08.69774(W) AD(       ) 4
 KV5417  NAD 27      -  40 29 10.84200(N)    074 26 10.15000(W) AD(       ) 3
 KV5417
 KV5417.Superseded values are not recommended for survey control.
 KV5417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5417.See file dsdata.txt to determine how the superseded data were derived.
 KV5417
 KV5417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4782181903(NAD 83)
 KV5417_MARKER: 90 = CHURCH SPIRE
 KV5417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5417+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 KV5417
 KV5417  HISTORY     - Date     Condition        Report By
 KV5417  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5417  HISTORY     - 1933     GOOD             CGS
 KV5417  HISTORY     - 20020805 GOOD             INDIV
 KV5417  HISTORY     - 20041016 GOOD             GEOCAC
 KV5417
 KV5417                          STATION DESCRIPTION
 KV5417
 KV5417'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5417'THE PROMINENT, TALL SPIRE--S OF THE RARITAN RIVER, IN NEW
 KV5417'BRUNSWICK JUST E OF GEORGE STREET AT THE INTERSECTION OF NICHOL
 KV5417'AVENUE-ATOP THE CHAPEL OF THE NEW JERSEY COLLEGE FOR WOMEN,
 KV5417'RISING FROM THE W CENTRAL PART OF THE RED-BRICK, COLONIAL-STYLE
 KV5417'CHAPEL BUILDING.  IT IS A TALL, WHITE SPIRE ATOP AN OCTAGONAL
 KV5417'BASE.
 KV5417'
 KV5417'THE STATION IS THE BASE OF THE ROD SUPPORTING A WEATHER VANE
 KV5417'AND DIRECTION INDICATOR AT THE SPIRE-APEX.
 KV5417'
 KV5417'AIR-PHOTO CONTROL MEASUREMENTS ARE SHOWN ON THE ACCOMPANYING
 KV5417'SKETCH.
 KV5417
 KV5417                          STATION RECOVERY (1933)
 KV5417
 KV5417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5417'SPIRE IS ON MEMORIAL CHAPEL, NEW JERSEY COLLEGE FOR WOMEN, ON
 KV5417'COLLEGE CAMPUS OVERLOOKING RARITAN RIVER AT N END OF NICHOL AVENUE.
 KV5417'
 KV5417'CHAPEL IS BUILT OF COMMON RED BRICK TRIMMED WITH WHITE
 KV5417'TILE.  STYLE OF ARCHITECTURE IS OLD COLONIAL.
 KV5417'
 KV5417'FOUR LARGE CAST CONCRETE COLUMNS AROUND PORCH.
 KV5417'
 KV5417'SPIRE IS TALL AND VERY POINTED.  WEATHER VANE ARROW AND
 KV5417'CARDINAL POINTS AT PEAK.  VANE IS APPROXIMATELY 125 FEET ABOVE
 KV5417'GROUND LEVEL.
 KV5417
 KV5417                          STATION RECOVERY (2002)
 KV5417
 KV5417'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (IBB)
 KV5417'OBSERVED AND FOUND IN GOOD CONDITION, HOWEVER SPIRE AND THE OUTER
 KV5417'CHURCH STRUCTURE ARE PRESENTLY UNDERGOING RENOVATION AND ACCESS TO THE
 KV5417'SITE WAS LIMITED.
 KV5417
 KV5417                          STATION RECOVERY (2004)
 KV5417
 KV5417'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 KV5417'STRUCTURE NOW KNOWN AS VOORHEES CHAPEL, WHICH IS ON THE CAMPUS OF
 KV5417'DOUGLASS COLLEGE (PART OF RUTGERS UNIVERSITY).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4271 ***********************************************************************
 KV4271  DESIGNATION -  NEW CHIMNEY
 KV4271  PID         -  KV4271
 KV4271  STATE/COUNTY-  NJ/HUDSON
 KV4271  USGS QUAD   -  JERSEY CITY (1981)
 KV4271
 KV4271                         *CURRENT SURVEY CONTROL
 KV4271  ___________________________________________________________________
 KV4271* NAD 83(1996)-  40 44 08.15220(N)    074 05 53.66813(W)     ADJUSTED  
 KV4271* NAVD 88     -                                                        
 KV4271  ___________________________________________________________________
 KV4271  LAPLACE CORR-           6.42  (seconds)                    DEFLEC99
 KV4271  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KV4271
 KV4271  HORZ ORDER  -  THIRD
 KV4271
 KV4271.The horizontal coordinates were established by classical geodetic methods
 KV4271.and adjusted by the National Geodetic Survey in September 1999..
 KV4271
 KV4271
 KV4271.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4271
 KV4271.The geoid height was determined by GEOID03.
 KV4271
 KV4271;                    North         East     Units Scale Factor Converg.
 KV4271;SPC NJ       -   211,265.920   183,933.420   MT  0.99991417   +0 15 43.8
 KV4271;SPC NJ       -   693,128.27    603,454.90   sFT  0.99991417   +0 15 43.8
 KV4271;SPC NY L     -    63,182.114   291,701.549   MT  0.99999689   -0 03 51.3
 KV4271;SPC NY L     -   207,289.99    957,024.17   sFT  0.99999689   -0 03 51.3
 KV4271;UTM  18      - 4,509,797.617   576,142.026   MT  0.99967136   +0 35 18.6
 KV4271
 KV4271                          SUPERSEDED SURVEY CONTROL
 KV4271
 KV4271  NAD 83(1996)-  40 44 08.15210(N)    074 05 53.66827(W) AD(       ) 4
 KV4271  NAD 83(1996)-  40 44 08.15113(N)    074 05 53.67021(W) AD(       ) 4
 KV4271  NAD 83(1992)-  40 44 08.15068(N)    074 05 53.67078(W) AD(       ) 4
 KV4271  NAD 83(1986)-  40 44 08.15116(N)    074 05 53.67150(W) AD(       ) 4
 KV4271  NAD 27      -  40 44 07.78000(N)    074 05 55.16000(W) AD(       ) 3
 KV4271
 KV4271.Superseded values are not recommended for survey control.
 KV4271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4271.See file dsdata.txt to determine how the superseded data were derived.
 KV4271
 KV4271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7614209798(NAD 83)
 KV4271_MARKER: 85 = CHIMNEY
 KV4271
 KV4271  HISTORY     - Date     Condition        Report By
 KV4271  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4271
 KV4271                          STATION DESCRIPTION
 KV4271
 KV4271'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4174 ***********************************************************************
 KV4174  DESIGNATION -  NEW CHIMNEY 4
 KV4174  PID         -  KV4174
 KV4174  STATE/COUNTY-  NJ/ESSEX
 KV4174  USGS QUAD   -  ORANGE (1981)
 KV4174
 KV4174                         *CURRENT SURVEY CONTROL
 KV4174  ___________________________________________________________________
 KV4174* NAD 83(1996)-  40 47 51.67012(N)    074 08 34.48848(W)     ADJUSTED  
 KV4174* NAVD 88     -                                                        
 KV4174  ___________________________________________________________________
 KV4174  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 KV4174  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KV4174
 KV4174  HORZ ORDER  -  THIRD
 KV4174
 KV4174.The horizontal coordinates were established by classical geodetic methods
 KV4174.and adjusted by the National Geodetic Survey in September 1999..
 KV4174
 KV4174
 KV4174.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4174
 KV4174.The geoid height was determined by GEOID03.
 KV4174
 KV4174;                    North         East     Units Scale Factor Converg.
 KV4174;SPC NJ       -   218,143.814   180,132.234   MT  0.99991117   +0 13 59.9
 KV4174;SPC NJ       -   715,693.50    590,983.84   sFT  0.99991117   +0 13 59.9
 KV4174;SPC NY L     -    70,082.141   287,939.320   MT  0.99999532   -0 05 36.5
 KV4174;SPC NY L     -   229,927.82    944,680.92   sFT  0.99999532   -0 05 36.5
 KV4174;UTM  18      - 4,516,652.059   572,302.647   MT  0.99966434   +0 33 36.1
 KV4174
 KV4174                          SUPERSEDED SURVEY CONTROL
 KV4174
 KV4174  NAD 83(1996)-  40 47 51.66992(N)    074 08 34.48875(W) AD(       ) 4
 KV4174  NAD 83(1986)-  40 47 51.66799(N)    074 08 34.49509(W) AD(       ) 4
 KV4174  NAD 27      -  40 47 51.26700(N)    074 08 35.97300(W) AD(       ) 3
 KV4174
 KV4174.Superseded values are not recommended for survey control.
 KV4174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4174.See file dsdata.txt to determine how the superseded data were derived.
 KV4174
 KV4174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7230316652(NAD 83)
 KV4174_MARKER: 85 = CHIMNEY
 KV4174
 KV4174  HISTORY     - Date     Condition        Report By
 KV4174  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4174
 KV4174                          STATION DESCRIPTION
 KV4174
 KV4174'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4776 ***********************************************************************
 KV4776  DESIGNATION -  NEW CHIMNEY IN MARSH
 KV4776  PID         -  KV4776
 KV4776  STATE/COUNTY-  NJ/ESSEX
 KV4776  USGS QUAD   -  ELIZABETH (1995)
 KV4776
 KV4776                         *CURRENT SURVEY CONTROL
 KV4776  ___________________________________________________________________
 KV4776* NAD 83(1996)-  40 42 35.78970(N)    074 09 20.54566(W)     ADJUSTED  
 KV4776* NAVD 88     -                                                        
 KV4776  ___________________________________________________________________
 KV4776  LAPLACE CORR-           5.94  (seconds)                    DEFLEC99
 KV4776  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KV4776
 KV4776  HORZ ORDER  -  THIRD
 KV4776
 KV4776.The horizontal coordinates were established by classical geodetic methods
 KV4776.and adjusted by the National Geodetic Survey in September 1999..
 KV4776
 KV4776
 KV4776.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4776
 KV4776.The geoid height was determined by GEOID03.
 KV4776
 KV4776;                    North         East     Units Scale Factor Converg.
 KV4776;SPC NJ       -   208,396.486   179,090.878   MT  0.99991041   +0 13 28.4
 KV4776;SPC NJ       -   683,714.14    587,567.32   sFT  0.99991041   +0 13 28.4
 KV4776;SPC NY L     -    60,340.073   286,842.325   MT  0.99999788   -0 06 06.6
 KV4776;SPC NY L     -   197,965.72    941,081.86   sFT  0.99999788   -0 06 06.6
 KV4776;UTM  18      - 4,506,901.368   571,317.084   MT  0.99966260   +0 33 02.5
 KV4776
 KV4776                          SUPERSEDED SURVEY CONTROL
 KV4776
 KV4776  NAD 83(1996)-  40 42 35.78957(N)    074 09 20.54572(W) AD(       ) 4
 KV4776  NAD 83(1986)-  40 42 35.78623(N)    074 09 20.54760(W) AD(       ) 4
 KV4776  NAD 27      -  40 42 35.41700(N)    074 09 22.03200(W) AD(       ) 3
 KV4776
 KV4776.Superseded values are not recommended for survey control.
 KV4776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4776.See file dsdata.txt to determine how the superseded data were derived.
 KV4776
 KV4776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7131706901(NAD 83)
 KV4776_MARKER: 85 = CHIMNEY
 KV4776
 KV4776  HISTORY     - Date     Condition        Report By
 KV4776  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4776
 KV4776                          STATION DESCRIPTION
 KV4776
 KV4776'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3391 ***********************************************************************
 JU3391  DESIGNATION -  NEW COHANSEY LIGHT
 JU3391  PID         -  JU3391
 JU3391  STATE/COUNTY-  NJ/CUMBERLAND
 JU3391  USGS QUAD   -  BEN DAVIS POINT (1993)
 JU3391
 JU3391                         *CURRENT SURVEY CONTROL
 JU3391  ___________________________________________________________________
 JU3391* NAD 83(1996)-  39 20 30.21494(N)    075 21 40.57940(W)     ADJUSTED  
 JU3391* NAVD 88     -                                                        
 JU3391  ___________________________________________________________________
 JU3391  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 JU3391  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JU3391
 JU3391  HORZ ORDER  -  THIRD
 JU3391
 JU3391.The horizontal coordinates were established by classical geodetic methods
 JU3391.and adjusted by the National Geodetic Survey in September 1999..
 JU3391
 JU3391
 JU3391.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3391
 JU3391.The geoid height was determined by GEOID03.
 JU3391
 JU3391;                    North         East     Units Scale Factor Converg.
 JU3391;SPC NJ       -    56,788.461    75,758.181   MT  0.99996784   -0 32 45.7
 JU3391;SPC NJ       -   186,313.48    248,549.97   sFT  0.99996784   -0 32 45.7
 JU3391;SPC DE       -   148,944.717   204,775.444   MT  0.99999528   +0 02 06.4
 JU3391;SPC DE       -   488,662.79    671,834.10   sFT  0.99999528   +0 02 06.4
 JU3391;UTM  18      - 4,354,761.663   468,867.814   MT  0.99961193   -0 13 44.5
 JU3391
 JU3391                          SUPERSEDED SURVEY CONTROL
 JU3391
 JU3391  NAD 83(1991)-  39 20 30.21448(N)    075 21 40.57881(W) AD(       ) 4
 JU3391  NAD 83(1986)-  39 20 30.20700(N)    075 21 40.58831(W) AD(       ) 4
 JU3391  NAD 27      -  39 20 29.80500(N)    075 21 41.87800(W) AD(       ) 3
 JU3391
 JU3391.Superseded values are not recommended for survey control.
 JU3391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3391.See file dsdata.txt to determine how the superseded data were derived.
 JU3391
 JU3391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6886854762(NAD 83)
 JU3391_MARKER: 14 = NAVIGATION LIGHT
 JU3391
 JU3391  HISTORY     - Date     Condition        Report By
 JU3391  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3391  HISTORY     - 1970     GOOD             NGS
 JU3391  HISTORY     - 1975     GOOD             NGS
 JU3391
 JU3391                          STATION DESCRIPTION
 JU3391
 JU3391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU3391'STATION RECOVERED IN GOOD CONDITION.  THE CURRENT LIGHT LIST
 JU3391'SHOWS NO CHANGE AND THERE IS NO EVIDENCE ON THE GROUND THAT
 JU3391'INDICATES A CHANGE.  THERE IS NO PREVIOUS DESCRIPTION.
 JU3391'
 JU3391'STATION IS THE LIGHT ON THE SOUTH SIDE AND NEAR THE MOUTH OF
 JU3391'COHANSEY RIVER.
 JU3391'
 JU3391'A SKELETON STEEL TOWER ON FOUR CONCRETE LEGS.
 JU3391'
 JU3391'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3391'4 MILES SOUTH OF GREENWICH.
 JU3391
 JU3391                          STATION RECOVERY (1975)
 JU3391
 JU3391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3391'THE STATION IS THE LIGHT ATOP A METAL HOUSE AND TOWER MOUNTED
 JU3391'ON A CONCRETE BASE (TOTAL HEIGHT IS 42 FEET ABOVE MSL).  THE
 JU3391'STATION LEANS SLIGHTLY BUT THE BASE IS SOLID.  THE LIGHT IS ON
 JU3391'AN ISLAND AT THE MOUTH OF THE COHANSEY RIVER.  IT MAY BE
 JU3391'REACHED BY SKIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2740 ***********************************************************************
 JU2740  DESIGNATION -  NEW GRETNA RADIO KEE 290 MAST
 JU2740  PID         -  JU2740
 JU2740  STATE/COUNTY-  NJ/BURLINGTON
 JU2740  USGS QUAD   -  NEW GRETNA (1977)
 JU2740
 JU2740                         *CURRENT SURVEY CONTROL
 JU2740  ___________________________________________________________________
 JU2740* NAD 83(1996)-  39 36 18.46190(N)    074 26 02.91253(W)     ADJUSTED  
 JU2740* NAVD 88     -                                                        
 JU2740  ___________________________________________________________________
 JU2740  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 JU2740  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JU2740
 JU2740  HORZ ORDER  -  THIRD
 JU2740
 JU2740.The horizontal coordinates were established by classical geodetic methods
 JU2740.and adjusted by the National Geodetic Survey in September 1999..
 JU2740
 JU2740
 JU2740.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2740
 JU2740.The geoid height was determined by GEOID03.
 JU2740
 JU2740;                    North         East     Units Scale Factor Converg.
 JU2740;SPC NJ       -    85,677.928   155,655.531   MT  0.99990039   +0 02 31.1
 JU2740;SPC NJ       -   281,095.00    510,679.85   sFT  0.99990039   +0 02 31.1
 JU2740;UTM  18      - 4,384,084.746   548,578.656   MT  0.99962905   +0 21 38.7
 JU2740
 JU2740                          SUPERSEDED SURVEY CONTROL
 JU2740
 JU2740  NAD 83(1986)-  39 36 18.45293(N)    074 26 02.90820(W) AD(       ) 4
 JU2740  NAD 27      -  39 36 18.02800(N)    074 26 04.37100(W) AD(       ) 3
 JU2740
 JU2740.Superseded values are not recommended for survey control.
 JU2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2740.See file dsdata.txt to determine how the superseded data were derived.
 JU2740
 JU2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4857984085(NAD 83)
 JU2740_MARKER: 42 = RADIO/TV MAST
 JU2740
 JU2740  HISTORY     - Date     Condition        Report By
 JU2740  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2740
 JU2740                          STATION DESCRIPTION
 JU2740
 JU2740'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2740'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED ABOUT
 JU2740'1 MILE NORTHEAST OF NEW GRETNA, AT MILE POST 53 ON THE GARDEN
 JU2740'STATE PARKWAY, ABOUT 0.1 MILE NORTH OF EAST GREENBUSH ROAD
 JU2740'OVERPASS AND OWNED AND OPERATED BY THE NEW JERSEY STATE
 JU2740'POLICE.  IT IS A GUYED STEEL STRUCTURE PAINTED GREY AND HAS A
 JU2740'RADAR SCREEN AT THE TOP AND ONE ABOUT THIRTY FEET BELOW THE TOP.
 JU2740'THE OVERALL HEIGHT IS APPROXIMATELY 150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0221 ***********************************************************************
 JU0221  DESIGNATION -  NEW JERSEY
 JU0221  PID         -  JU0221
 JU0221  STATE/COUNTY-  NJ/OCEAN
 JU0221  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU0221
 JU0221                         *CURRENT SURVEY CONTROL
 JU0221  ___________________________________________________________________
 JU0221* NAD 83(1996)-  39 51 54.61933(N)    074 05 12.36015(W)     ADJUSTED  
 JU0221* NAVD 88     -         3.5    (meters)      11.     (feet)  GPS OBS   
 JU0221  ___________________________________________________________________
 JU0221  X           -   1,344,117.577 (meters)                     COMP
 JU0221  Y           -  -4,714,428.478 (meters)                     COMP
 JU0221  Z           -   4,066,487.284 (meters)                     COMP
 JU0221  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 JU0221  ELLIP HEIGHT-         -29.62  (meters)          (10/23/02) GPS OBS
 JU0221  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JU0221
 JU0221  HORZ ORDER  -  FIRST
 JU0221  VERT ORDER  -  ? (See Below)
 JU0221  ELLP ORDER  -  FOURTH    CLASS I
 JU0221
 JU0221.The horizontal coordinates were established by GPS observations
 JU0221.and adjusted by the National Geodetic Survey in May 1999..
 JU0221
 JU0221.The orthometric height was determined by GPS observations and a
 JU0221.high-resolution geoid model.
 JU0221.The vertical order pertains to the NGVD 29 superseded value.
 JU0221
 JU0221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0221
 JU0221.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0221
 JU0221.The ellipsoidal height was determined by GPS observations
 JU0221.and is referenced to NAD 83.
 JU0221
 JU0221.The geoid height was determined by GEOID03.
 JU0221
 JU0221;                    North         East     Units Scale Factor Converg.
 JU0221;SPC NJ       -   114,627.226   185,353.409   MT  0.99991538   +0 15 53.6
 JU0221;SPC NJ       -   376,072.82    608,113.64   sFT  0.99991538   +0 15 53.6
 JU0221;UTM  18      - 4,413,191.820   578,107.017   MT  0.99967510   +0 35 07.4
 JU0221
 JU0221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0221!SPC NJ       -   1.00000465  x   0.99991538  =   0.99992003
 JU0221!UTM  18      -   1.00000465  x   0.99967510  =   0.99967975
 JU0221
 JU0221:                Primary Azimuth Mark                     Grid Az
 JU0221:SPC NJ       -  LONE BUILDING CUPOLA                     002 38 12.1
 JU0221:UTM  18      -  LONE BUILDING CUPOLA                     002 18 58.3
 JU0221
 JU0221|---------------------------------------------------------------------|
 JU0221| PID    Reference Object                     Distance      Geod. Az  |
 JU0221|                                                           dddmmss.s |
 JU0221| JU2616 LONE BUILDING CUPOLA                APPROX. 3.4 KM 0025405.7 |
 JU0221| JU2614 SEASIDE PARK SHORE WATER TANK       APPROX. 4.6 KM 0044746.9 |
 JU0221| JU2617 ISLAND BEACH CG LOOKOUT SPIRE       APPROX. 3.4 KM 0070208.2 |
 JU0221| CB2336 NEW JERSEY RM 1 AZIMUTH                            0134032.2 |
 JU0221| JU0222 NEW JERSEY RM 2                      21.614 METERS 05638     |
 JU0221| CB2337 NEW JERSEY RM 3                      34.101 METERS 16052     |
 JU0221| JU2620 CEDAR CREEK CG STATION              APPROX. 1.5 KM 1812951.3 |
 JU0221| CB2335 NEW JERSEY AZ MK                                   1822601.8 |
 JU0221| JU2621 CEDAR CREEK CG FLAGTOWER            APPROX. 1.5 KM 1822935.0 |
 JU0221| JU2650 TANK WINDMILL                       APPROX. 9.4 KM 2392811.7 |
 JU0221| JU2656 LARGE BUILDING CUPOLA               APPROX. 9.8 KM 2885645.1 |
 JU0221|---------------------------------------------------------------------|
 JU0221
 JU0221                          SUPERSEDED SURVEY CONTROL
 JU0221
 JU0221  ELLIP H (05/14/99)  -29.64   (m)                       GP(       ) 4 1
 JU0221  NAD 83(1986)-  39 51 54.61472(N)    074 05 12.35887(W) AD(       ) 1
 JU0221  ELLIP H (03/31/93)  -29.59   (m)                       GP(       ) 3 2
 JU0221  NAD 83(1986)-  39 51 54.61240(N)    074 05 12.35468(W) AD(       ) 2
 JU0221  NAD 27      -  39 51 54.18040(N)    074 05 13.87090(W) AD(       ) 2
 JU0221  NGVD 29 (??/??/??)    3.950  (m)           12.96   (f) ADJUSTED    ?  
 JU0221
 JU0221.Superseded values are not recommended for survey control.
 JU0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0221.See file dsdata.txt to determine how the superseded data were derived.
 JU0221
 JU0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7810713192(NAD 83)
 JU0221_MARKER: DS = TRIANGULATION STATION DISK
 JU0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0221_SP_SET: CONCRETE POST
 JU0221_STAMPING: NEW JERSEY 1932
 JU0221_MARK LOGO: CGS   
 JU0221_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0221+STABILITY: SURFACE MOTION
 JU0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0221+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1990
 JU0221
 JU0221  HISTORY     - Date     Condition        Report By
 JU0221  HISTORY     - 1932     MONUMENTED       CGS
 JU0221  HISTORY     - 1934     GOOD             LOCSUR
 JU0221  HISTORY     - 1935     GOOD             CGS
 JU0221  HISTORY     - 1945     GOOD             CGS
 JU0221  HISTORY     - 1951     GOOD             CGS
 JU0221  HISTORY     - 1951     GOOD             CGS
 JU0221  HISTORY     - 1962     GOOD             CGS
 JU0221  HISTORY     - 1962     GOOD             CGS
 JU0221  HISTORY     - 1984     GOOD             USPSQD
 JU0221  HISTORY     - 1984     GOOD             USPSQD
 JU0221  HISTORY     - 1987     GOOD             LOCSUR
 JU0221  HISTORY     - 19900807 GOOD             NJGS
 JU0221
 JU0221                          STATION DESCRIPTION
 JU0221
 JU0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU0221'STATION IS 2.2 MILES S OF THE ISLAND BEACH COAST GUARD STATION
 JU0221'ON THE W SIDE OF THE ROAD.  IT IS 26 PACES (80 FEET) W OF THE W
 JU0221'EDGE OF THE N AND S ROAD RUNNING DOWN THE ISLAND.  IT IS ON AN
 JU0221'18-FOOT SAND DUNE RUNNING E BY S AND W BY N WHICH IS CUT BY THE
 JU0221'ROAD.  IT IS NOT ON THE HIGHEST PART OF THE DUNE BUT IS N BY W
 JU0221'OF THE HIGHEST PART.  THE FOLLOWING MAGNETIC AZIMUTHS WERE
 JU0221'TAKEN AT THE STATION--WATER TANK, SEASIDE PARK--203 DEG.
 JU0221'ISLAND BEACH COAST GUARD FLAGPOLE--210 DEG.  TOMS RIVER
 JU0221'STANDPIPE--161 DEG.  BARNEGAT LIGHT HOUSE--04 DEG.
 JU0221'
 JU0221'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU0221'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU0221'
 JU0221'REFERENCE MARK NO.2 IS 71.3 FEET NE OF THE STATION AND ABOUT
 JU0221'25 FEET W OF THE W SIDE OF THE ROAD, JUST OUTSIDE OF THE BRUSH
 JU0221'LINE.  REFERENCE MARK NO.3 IS 112.15 FEET (SLOPE) SE OF THE
 JU0221'STATION AND 10 PACES W OF THE W SIDE OF THE ROAD IN A GRASSY
 JU0221'SPOT.  REFERENCE MARK NO.1 IS 0.2 MILE (5-1/2 TELEPHONE POLES)
 JU0221'N OF THE STATION ON THE E SIDE OF THE ROAD.  IS IS 4 PACES E OF
 JU0221'THE E SIDE OF THE ROAD.
 JU0221'
 JU0221'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 JU0221
 JU0221                          STATION RECOVERY (1934)
 JU0221
 JU0221'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 JU0221'RECOVERED BY NJ RIPARIAN S.
 JU0221'
 JU0221'STATION IS 2.2 MILES BELOW OCEAN VIEW ON A MOUND ABOUT 60 FEET
 JU0221'W OF THE EDGE OF THE ROAD AND NE OF A FRESH WATER POND.  WAS
 JU0221'RECOVERED BY THE RIPARIAN SURVEY OF THE STATE OF NEW JERSEY,
 JU0221'WHICH DETERMINED THE ELEVATION OF THE MARK IN 1934 AND USED IT
 JU0221'AS A BENCH MARK IN THEIR LINE OF LEVELS ON ISLAND BEACH.
 JU0221'ELEVATION IS 13.097 FEET.  THE BENCH MARK IS CALLED I.B. 2.
 JU0221
 JU0221                          STATION RECOVERY (1935)
 JU0221
 JU0221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU0221'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 JU0221'DISTANCE AND ANGLES TO REFERENCE MARKS WERE REMEASURED AND
 JU0221'CHECKED EXCEPT AS NOTED BELOW.  THE ORIGINAL DESCRIPTION IS
 JU0221'ADEQUATE EXCEPT FOR THE CORRECTIONS NOTED BELOW.
 JU0221'
 JU0221'THE ANGLE FROM FLY TO REFERENCE MARK NO.2 IS 231 DEG 16 MIN
 JU0221'41.3 SEC INSTEAD OF 131 DEG 15 MIN 58.2 SEC AS LISTED IN THE
 JU0221'ORIGINAL DESCRIPTION.
 JU0221
 JU0221                          STATION RECOVERY (1945)
 JU0221
 JU0221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (LGS)
 JU0221'STATION FOUND IN GOOD CONDITION AS DESCRIBED WITH THE EXCEPTION
 JU0221'OF THE AZIMUTH MARK (REFERENCE MARK NO. 1) WHICH WAS NOT FOUND
 JU0221'AFTER A THOROUGH SEARCH.  IT HAS BEEN APPARENTLY DESTROYED BY
 JU0221'THE GRADING AND SURFACING OF THE ROAD ABOUT THREE YEARS AGO.
 JU0221'
 JU0221'THE ANGLE FROM STATION FLY TO REFERENCE MARK NO. 2, AS GIVEN
 JU0221'IN THE RECOVERY NOTE OF J.C.S., 1935, IS CORRECT.
 JU0221'
 JU0221'THE CENTER OF THE STRUCTURAL FLAG POLE OVER STATION OCEAN VIEW
 JU0221'MAKES AN EXCELLENT AZIMUTH MARK.  THE CENTERING OF THE POLE
 JU0221'OVER THE MARK WAS CHECKED AND IS WITHIN 0.1 FOOT OVER THE MARK,
 JU0221'ACCURATE ENOUGH AT THE DISTANCE FOR ALL AZIMUTH WORK EXCEPT
 JU0221'FIRST-ORDER.
 JU0221
 JU0221                          STATION RECOVERY (1951)
 JU0221
 JU0221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU0221'STATION MARK AND R.M.S 2 AND 3 WERE RECOVERED IN GOOD
 JU0221'CONDITION.  THE DISTANCES TO R.M.S 2 AND 3 WERE MEASURED WITH A
 JU0221'STEEL TAPE AND FOUND TO BE CORRECT.  R.M. 1 WAS NOT RECOVERED AFTER
 JU0221'A 1-HOUR SEARCH BY A TWO-MAN PARTY.  A DIRECTION WAS TURNED FROM
 JU0221'THE STATION AND THE AREA PROBED WITH NO RESULTS.  THE MARK IS
 JU0221'BELIEVED TO HAVE BEEN DESTROYED DURING ROAD CONSTRUCTION.
 JU0221'
 JU0221'THE PUBLISHED DESCRIPTION IS ADEQUATE AND COMPLETE WITH THE
 JU0221'FOLLOWING ADDITION--
 JU0221'
 JU0221'A 4- BY 4-INCH WITNESS POST WAS SET 3.0 FEET W OF THE
 JU0221'STATION MARK.
 JU0221
 JU0221                          STATION RECOVERY (1951)
 JU0221
 JU0221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 JU0221'3.2 MI S FROM SEASIDE PARK.
 JU0221'BENCH MARK NEW JERSEY (1936) = I.B. 2 (R.S.N.J.).--A STANDARD
 JU0221'TRIANGULATION STATION DISK, STAMPED NEW JERSEY 1932 IN CONCRETE
 JU0221'POST ABOUT 2.2 MILES SOUTH OF THE ISLAND BEACH COAST GUARD
 JU0221'STATION, ABOUT 60 FEET WEST OF THE WEST EDGE OF THE NORTH AND
 JU0221'SOUTH ROAD RUNNING DOWN THE ISLAND, ON A SAND DUNE NORTHEAST OF
 JU0221'A FRESH WATER POND.
 JU0221
 JU0221                          STATION RECOVERY (1962)
 JU0221
 JU0221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU0221'THE STATION, REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
 JU0221'CONDITION.  REFERENCE MARK 1 WAS SEARCHED FOR BUT COULD NOT BE
 JU0221'FOUND AND SHOULD BE CONSIDERED LOST.  THE DIRECTION TO
 JU0221'REFERENCE MARKS 2 AND 3 CHECKED THE 1935 DESCRIPTION.  THE
 JU0221'DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE .39 FOOT SHORTER
 JU0221'THAN THE PREVIOUS MEASUREMENT.  AND THE DISTANCE TO REFERENCE
 JU0221'MARK 3 .27 FOOT SHORTER.
 JU0221'
 JU0221'AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 JU0221'
 JU0221'DUE TO CHANGES A NEW DESCRIPTION FOLLOWS.
 JU0221'
 JU0221'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF THE SEASIDE PARK
 JU0221'MUNICIPAL BUILDING, IN ISLAND BEACH STATE PARK AND ON STATE
 JU0221'OWNED PROPERTY.  IT IS 4 FEET NORTHEAST OF WITNESS POST, 90
 JU0221'FEET WEST OF THE CENTERLINE OF A PAVED ROAD AND 121 FEET
 JU0221'NORTHWEST OF POWER POLE NO. 1793.  THE MONUMENT PROJECTS 4
 JU0221'INCHES AND THE DISK IS STAMPED NEW JERSEY 1932. (NOTE 1A 7A)
 JU0221'
 JU0221'TO REACH FROM THE SEASIDE PARK MUNICIPAL BUILDING IN THE
 JU0221'MIDDLE OF CENTRAL AVENUE, GO SOUTH ON CENTRAL AVENUE FOR 1.0
 JU0221'MILE TO TOLL GATE AT THE ENTRANCE TO ISLAND BEACH STATE
 JU0221'PARK.  CONTINUE SOUTH ON THE PAVED ROAD FOR 2.8 MILES TO THE
 JU0221'STATION THE RIGHT.
 JU0221'
 JU0221'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 JU0221'PAVED ROAD FOR 0.4 TO THE AZIMUTH ON THE LEFT AT THE SOUTH EDGE
 JU0221'OF A PAVED PARKING LOT.
 JU0221'
 JU0221'REFERENCE MARK 2 IS 75 FEET NORTHEAST OF THE WITNESS POST AND
 JU0221'36 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD.  THE MONUMENT
 JU0221'PROJECTS 2 INCHES AND THE DISK IS STAMPED NEW JERSEY NO 2 1932.
 JU0221'
 JU0221'REFERENCE MARK 3 IS 44 FEET WEST OF THE CENTERLINE OF THE PAVED
 JU0221'ROAD, 112 FEET SOUTHEAST OF THE WITNESS POST AND 103 FEET
 JU0221'SOUTHWEST OF POWER POLE NO. 1793.  THE MONUMENT PROJECTS 4
 JU0221'INCHES AND THE DISK IS STAMPED NEW JERSEY NO 3 1932.
 JU0221'
 JU0221'THE AZIMUTH MARK IS 2 FEET NORTHWEST OF A WITNESS POST, 15
 JU0221'FEET WEST OF POWER POLE NO. 1807 AND 26 FEET EAST OF THE
 JU0221'CENTERLINE OF A PAVED ROAD.  THE MONUMENT PROJECTS 3 INCHES
 JU0221'AND THE DISK IS STAMPED NEW JERSEY 1932.
 JU0221'
 JU0221'HEIGHT OF LIGHT ABOVE STATION MARK 21.84 METERS.
 JU0221
 JU0221                          STATION RECOVERY (1962)
 JU0221
 JU0221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU0221'THE STATION AND RMS 2 AND 3 WERE RECOVERED IN GOOD CONDITION.  A
 JU0221'NEW WITNESS POST WAS SET TO REPLACE THE OLD ONE THAT WAS
 JU0221'ROTTED AWAY.
 JU0221'
 JU0221'THE STATION MARK PROJECTS 2 INCHES AND IS 3.3 FEET WEST OF A
 JU0221'WITNESS POST.
 JU0221'
 JU0221'RM 2 PROJECTS 2 INCHES AND IS 35 FEET WEST OF THE CENTER OF
 JU0221'THE MAIN ROAD.
 JU0221'
 JU0221'RM 3 PROJECTS 3 INCHES, IS 43 FEET WEST OF THE CENTER OF THE
 JU0221'MAIN ROAD AND 6 FEET SOUTH OF A FOOTPATH LEADING WEST.
 JU0221'
 JU0221'RM 1 (AZIMUTH MARK) COULD NOT BE FOUND.
 JU0221'
 JU0221'TO REACH FROM THE GATE TO THE STATE PARK, GO SOUTH FOR 3.0
 JU0221'MILES TO THE STATION ON THE RIGHT.
 JU0221
 JU0221                          STATION RECOVERY (1984)
 JU0221
 JU0221'RECOVERY NOTE BY US POWER SQUADRON 1984 (JHF)
 JU0221'STATION FOUND GOOD.
 JU0221'
 JU0221'STATION RECOVERED IN GOOD CONDITION AT LOCATION DESCRIBED IN
 JU0221'HORIZONTAL CONTROL DATA.
 JU0221'
 JU0221'RM 2 AND RM 3 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JU0221'
 JU0221'AZIMUTH MARK NOT RECOVERED - MADE THOROUGH SEARCH.
 JU0221
 JU0221                          STATION RECOVERY (1984)
 JU0221
 JU0221'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0221'MARK ABOUT 4' WEST OF A METAL WITNESS POST.
 JU0221
 JU0221                          STATION RECOVERY (1987)
 JU0221
 JU0221'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (CT)
 JU0221'RECOVERED IN GOOD CONDITION.
 JU0221
 JU0221                          STATION RECOVERY (1990)
 JU0221
 JU0221'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0221'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) SOUTH OF THE SEASIDE PARK
 JU0221'MUNICIPAL BUILDING, IN ISLAND BEACH STATE PARK AND ON STATE OWNED
 JU0221'PROPERTY.  TO REACH THE STATION FROM THE TOLL GATE AT THE ENTRANCE TO
 JU0221'ISLAND BEACH STATE PARK, GO 2.65 MI (4.26 KM) SOUTH ON THE PAVED ROAD
 JU0221'TO THE STATION ON THE RIGHT.  THE STATION IS 90 FT (27.4 M) WEST OF
 JU0221'THE ROAD CENTERLINE AND 3.3 FT (1.0 M) EASTERLY OF A WITNESS POST ON
 JU0221'A SAND DUNE RUNNING IN AN EAST WEST DIRECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0882 ***********************************************************************
 KV0882  DESIGNATION -  NEW JERSEY 41.08
 KV0882  PID         -  KV0882
 KV0882  STATE/COUNTY-  NJ/MONMOUTH
 KV0882  USGS QUAD   -  LONG BRANCH (1981)
 KV0882
 KV0882                         *CURRENT SURVEY CONTROL
 KV0882  ___________________________________________________________________
 KV0882* NAD 83(1986)-  40 20 59.     (N)    074 03 56.     (W)     SCALED    
 KV0882* NAVD 88     -        12.170  (meters)      39.93   (feet)  ADJUSTED  
 KV0882  ___________________________________________________________________
 KV0882  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV0882  DYNAMIC HT  -          12.165 (meters)      39.91  (feet)  COMP
 KV0882  MODELED GRAV-     980,200.3   (mgal)                       NAVD 88
 KV0882
 KV0882  VERT ORDER  -  SECOND    CLASS 0
 KV0882
 KV0882.The horizontal coordinates were scaled from a topographic map and have
 KV0882.an estimated accuracy of +/- 6 seconds.
 KV0882
 KV0882.The orthometric height was determined by differential leveling
 KV0882.and adjusted by the National Geodetic Survey in June 1991..
 KV0882
 KV0882.The geoid height was determined by GEOID03.
 KV0882
 KV0882.The dynamic height is computed by dividing the NAVD 88
 KV0882.geopotential number by the normal gravity value computed on the
 KV0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0882.degrees latitude (g = 980.6199 gals.).
 KV0882
 KV0882.The modeled gravity was interpolated from observed gravity values.
 KV0882
 KV0882;                    North         East    Units  Estimated Accuracy
 KV0882;SPC NJ       -   168,430.      186,910.      MT  (+/- 180 meters Scaled)
 KV0882
 KV0882                          SUPERSEDED SURVEY CONTROL
 KV0882
 KV0882  NGVD 29 (04/16/92)   12.491  (m)           40.98   (f) ADJUSTED    2 0
 KV0882
 KV0882.Superseded values are not recommended for survey control.
 KV0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0882.See file dsdata.txt to determine how the superseded data were derived.
 KV0882
 KV0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK793669(NAD 83)
 KV0882_MARKER: Z = SEE DESCRIPTION
 KV0882_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0882_SP_SET: DOOR SILL
 KV0882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0882
 KV0882  HISTORY     - Date     Condition        Report By
 KV0882  HISTORY     - UNK      MONUMENTED       CGS
 KV0882  HISTORY     - 1961     GOOD             CGS
 KV0882  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 KV0882
 KV0882                          STATION DESCRIPTION
 KV0882
 KV0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0882'AT RED BANK.
 KV0882'THE MARK IS ON THE OUTER CORNER OF THE WEST END OF A BLUESTONE
 KV0882'DOOR SILL OF THE UPSTAIRS ENTRANCE TO THE NAVESINK LODGE NO. 39,
 KV0882'I.O.O.F., A YELLOW BRICK STRUCTURE OF THREE STORIES ON THE NORTH
 KV0882'SIDE OF MONMOUTH AVENUE, ABOUT 200 FEET WEST OF BROAD STREET.
 KV0882
 KV0882                          STATION RECOVERY (1995)
 KV0882
 KV0882'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0882'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0888 ***********************************************************************
 KV0888  DESIGNATION -  NEW JERSEY 43.56 NJGS
 KV0888  PID         -  KV0888
 KV0888  STATE/COUNTY-  NJ/MONMOUTH
 KV0888  USGS QUAD   -  LONG BRANCH (1981)
 KV0888
 KV0888                         *CURRENT SURVEY CONTROL
 KV0888  ___________________________________________________________________
 KV0888* NAD 83(1986)-  40 20 55.     (N)    074 03 56.     (W)     SCALED    
 KV0888* NAVD 88     -        12.920  (meters)      42.39   (feet)  ADJUSTED  
 KV0888  ___________________________________________________________________
 KV0888  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV0888  DYNAMIC HT  -          12.914 (meters)      42.37  (feet)  COMP
 KV0888  MODELED GRAV-     980,200.2   (mgal)                       NAVD 88
 KV0888
 KV0888  VERT ORDER  -  SECOND    CLASS 0
 KV0888
 KV0888.The horizontal coordinates were scaled from a topographic map and have
 KV0888.an estimated accuracy of +/- 6 seconds.
 KV0888
 KV0888.The orthometric height was determined by differential leveling
 KV0888.and adjusted by the National Geodetic Survey in June 1991..
 KV0888
 KV0888.The geoid height was determined by GEOID03.
 KV0888
 KV0888.The dynamic height is computed by dividing the NAVD 88
 KV0888.geopotential number by the normal gravity value computed on the
 KV0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0888.degrees latitude (g = 980.6199 gals.).
 KV0888
 KV0888.The modeled gravity was interpolated from observed gravity values.
 KV0888
 KV0888;                    North         East    Units  Estimated Accuracy
 KV0888;SPC NJ       -   168,310.      186,910.      MT  (+/- 180 meters Scaled)
 KV0888
 KV0888                          SUPERSEDED SURVEY CONTROL
 KV0888
 KV0888  NGVD 29 (04/16/92)   13.241  (m)           43.44   (f) ADJUSTED    2 0
 KV0888
 KV0888.Superseded values are not recommended for survey control.
 KV0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0888.See file dsdata.txt to determine how the superseded data were derived.
 KV0888
 KV0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK793668(NAD 83)
 KV0888_MARKER: X = CHISELED CROSS
 KV0888_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0888_SP_SET: DOOR SILL
 KV0888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0888
 KV0888  HISTORY     - Date     Condition        Report By
 KV0888  HISTORY     - UNK      MONUMENTED       NJGS
 KV0888  HISTORY     - 1961     GOOD             CGS
 KV0888  HISTORY     - 19950624 GOOD             USPSQD
 KV0888
 KV0888                          STATION DESCRIPTION
 KV0888
 KV0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0888'AT RED BANK.
 KV0888'A CROSS ON THE WEST END OF THE BLUESTONE DOOR SILL OF THE
 KV0888'DRIVEWAY ENTRANCE, AT THE NORTHEAST CORNER OF ST. JAMES CATHOLIC
 KV0888'CHURCH, ON BROAD STREET SOUTH OF MONMOUTH AVENUE.  THE ENTRANCE IS
 KV0888'UNDER THE PORCH, WHICH EXTENDS ACROSS THE DRIVEWAY.
 KV0888
 KV0888                          STATION RECOVERY (1995)
 KV0888
 KV0888'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0881 ***********************************************************************
 KV0881  DESIGNATION -  NEW JERSEY 44.25 NJBCN
 KV0881  PID         -  KV0881
 KV0881  STATE/COUNTY-  NJ/MONMOUTH
 KV0881  USGS QUAD   -  LONG BRANCH (1981)
 KV0881
 KV0881                         *CURRENT SURVEY CONTROL
 KV0881  ___________________________________________________________________
 KV0881* NAD 83(1986)-  40 21 04.     (N)    074 03 56.     (W)     SCALED    
 KV0881* NAVD 88     -        13.141  (meters)      43.11   (feet)  ADJUSTED  
 KV0881  ___________________________________________________________________
 KV0881  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV0881  DYNAMIC HT  -          13.136 (meters)      43.10  (feet)  COMP
 KV0881  MODELED GRAV-     980,200.5   (mgal)                       NAVD 88
 KV0881
 KV0881  VERT ORDER  -  SECOND    CLASS 0
 KV0881
 KV0881.The horizontal coordinates were scaled from a topographic map and have
 KV0881.an estimated accuracy of +/- 6 seconds.
 KV0881
 KV0881.The orthometric height was determined by differential leveling
 KV0881.and adjusted by the National Geodetic Survey in June 1991..
 KV0881
 KV0881.The geoid height was determined by GEOID03.
 KV0881
 KV0881.The dynamic height is computed by dividing the NAVD 88
 KV0881.geopotential number by the normal gravity value computed on the
 KV0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0881.degrees latitude (g = 980.6199 gals.).
 KV0881
 KV0881.The modeled gravity was interpolated from observed gravity values.
 KV0881
 KV0881;                    North         East    Units  Estimated Accuracy
 KV0881;SPC NJ       -   168,590.      186,910.      MT  (+/- 180 meters Scaled)
 KV0881
 KV0881                          SUPERSEDED SURVEY CONTROL
 KV0881
 KV0881  NGVD 29 (04/16/92)   13.462  (m)           44.17   (f) ADJUSTED    2 0
 KV0881
 KV0881.Superseded values are not recommended for survey control.
 KV0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0881.See file dsdata.txt to determine how the superseded data were derived.
 KV0881
 KV0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK793671(NAD 83)
 KV0881_MARKER: X = CHISELED CROSS
 KV0881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0881_SP_SET: DOOR STEP SILL
 KV0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0881
 KV0881  HISTORY     - Date     Condition        Report By
 KV0881  HISTORY     - UNK      MONUMENTED       NJBCN
 KV0881  HISTORY     - 1961     GOOD             CGS
 KV0881  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 KV0881
 KV0881                          STATION DESCRIPTION
 KV0881
 KV0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0881'AT RED BANK.
 KV0881'A CROSS ON THE OUTER EDGE OF THE NORTH END OF DOOR STEP AND SILL
 KV0881'OF ENTRANCE TO NO. 40 BROAD STREET, OCCUPIED BY THE RED BANK
 KV0881'REGISTER.  THE BUILDING IS ON THE WEST SIDE OF BROAD ST, ABOUT 50
 KV0881'FEET NORTH OF WHITE STREET.
 KV0881
 KV0881                          STATION RECOVERY (1995)
 KV0881
 KV0881'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5586 ***********************************************************************
 KV5586  DESIGNATION -  NEW JERSEY INSANE ASYLUM N STK
 KV5586  PID         -  KV5586
 KV5586  STATE/COUNTY-  NJ/MERCER
 KV5586  USGS QUAD   -  TRENTON WEST (1995)
 KV5586
 KV5586                         *CURRENT SURVEY CONTROL
 KV5586  ___________________________________________________________________
 KV5586* NAD 83(1996)-  40 14 45.30864(N)    074 48 21.04398(W)     ADJUSTED  
 KV5586* NAVD 88     -                                                        
 KV5586  ___________________________________________________________________
 KV5586  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 KV5586  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KV5586
 KV5586  HORZ ORDER  -  THIRD
 KV5586
 KV5586.The horizontal coordinates were established by classical geodetic methods
 KV5586.and adjusted by the National Geodetic Survey in September 1999..
 KV5586
 KV5586
 KV5586.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5586
 KV5586.The geoid height was determined by GEOID03.
 KV5586
 KV5586;                    North         East     Units Scale Factor Converg.
 KV5586;SPC NJ       -   156,862.662   123,979.183   MT  0.99990833   -0 11 51.4
 KV5586;SPC NJ       -   514,640.25    406,755.04   sFT  0.99990833   -0 11 51.4
 KV5586;SPC PA S     -   105,503.829   850,453.531   MT  0.99996585   +1 54 36.5
 KV5586;SPC PA S     -   346,140.48  2,790,196.29   sFT  0.99996585   +1 54 36.5
 KV5586;UTM  18      - 4,455,070.487   516,513.365   MT  0.99960336   +0 07 31.6
 KV5586
 KV5586                          SUPERSEDED SURVEY CONTROL
 KV5586
 KV5586  NAD 83(1986)-  40 14 45.30604(N)    074 48 21.04597(W) AD(       ) 4
 KV5586  NAD 27      -  40 14 44.91600(N)    074 48 22.46000(W) AD(       ) 3
 KV5586
 KV5586.Superseded values are not recommended for survey control.
 KV5586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5586.See file dsdata.txt to determine how the superseded data were derived.
 KV5586
 KV5586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1651355070(NAD 83)
 KV5586_MARKER: 63 = STACK
 KV5586
 KV5586  HISTORY     - Date     Condition        Report By
 KV5586  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5586
 KV5586                          STATION DESCRIPTION
 KV5586
 KV5586'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5586'THREE MILES NW OF TRENTON, TWIN STACKS ABOUT 80 FEET APART IN LINE
 KV5586'NE AND SW.  POWER PLANT AT BACK END (N) OF INSANE ASYLUM.  LARGE
 KV5586'GROUP OF BUILDINGS, BRICK AND STONE ADJACENT TO CONCRETE
 KV5586'HIGHWAY.  DRIVE THROUGH GROUNDS 1/8 MILE TO POWER PLANT.
 KV5586'
 KV5586'STACKS ARE RED TILE, EACH ABOUT 125 FEET HIGH, 10 FEET IN
 KV5586'DIAMETER AT TOP.  CORBELLED AT TOP, SURMOUNTED BY LIGHTNING
 KV5586'RODS.  BLACK STEEL BANDS, ABOUT 25 FEET IN ALL, UNIFORMLY
 KV5586'SPACED.  N STACK IS SOOTY AT TOP, S STACK CLEAN ON TOP.
 KV5586'
 KV5586'ABOUT 300 FEET NE IS ALUMINUM PAINTED STANDPIPE, ABOUT 90
 KV5586'FEET TALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE6224 ***********************************************************************
 DE6224  DESIGNATION -  NEW JERSEY POPULATION CENTER
 DE6224  PID         -  DE6224
 DE6224  STATE/COUNTY-  NJ/MIDDLESEX
 DE6224  USGS QUAD   -  NEW BRUNSWICK (1981)
 DE6224
 DE6224                         *CURRENT SURVEY CONTROL
 DE6224  ___________________________________________________________________
 DE6224* NAD 83(1996)-  40 27 09.00406(N)    074 26 08.46745(W)     ADJUSTED  
 DE6224* NAVD 88     -         8.5    (meters)      28.     (feet)  GPS OBS   
 DE6224  ___________________________________________________________________
 DE6224  X           -   1,304,099.146 (meters)                     COMP
 DE6224  Y           -  -4,682,014.774 (meters)                     COMP
 DE6224  Z           -   4,116,331.976 (meters)                     COMP
 DE6224  LAPLACE CORR-           5.56  (seconds)                    DEFLEC99
 DE6224  ELLIP HEIGHT-         -24.30  (meters)          (07/22/02) GPS OBS
 DE6224  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 DE6224
 DE6224  HORZ ORDER  -  A
 DE6224  ELLP ORDER  -  FOURTH    CLASS I
 DE6224
 DE6224.The horizontal coordinates were established by GPS observations
 DE6224.and adjusted by the National Geodetic Survey in July 2002..
 DE6224
 DE6224.The orthometric height was determined by GPS observations and a
 DE6224.high-resolution geoid model.
 DE6224
 DE6224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6224
 DE6224.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6224
 DE6224.The ellipsoidal height was determined by GPS observations
 DE6224.and is referenced to NAD 83.
 DE6224
 DE6224.The geoid height was determined by GEOID03.
 DE6224
 DE6224;                    North         East     Units Scale Factor Converg.
 DE6224;SPC NJ       -   179,756.636   155,455.102   MT  0.99990037   +0 02 30.2
 DE6224;SPC NJ       -   589,751.56    510,022.28   sFT  0.99990037   +0 02 30.2
 DE6224;UTM  18      - 4,478,135.278   547,850.384   MT  0.99962818   +0 21 58.1
 DE6224
 DE6224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6224!SPC NJ       -   1.00000381  x   0.99990037  =   0.99990418
 DE6224!UTM  18      -   1.00000381  x   0.99962818  =   0.99963199
 DE6224
 DE6224                          SUPERSEDED SURVEY CONTROL
 DE6224
 DE6224.No superseded survey control is available for this station.
 DE6224
 DE6224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4785078135(NAD 83)
 DE6224_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DE6224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6224_STAMPING: 2000 NEW JERSEY POPULATION CENTER
 DE6224_MARK LOGO: NGS   
 DE6224_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DE6224+STABILITY: POSITION/ELEVATION WELL
 DE6224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6224+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 DE6224
 DE6224  HISTORY     - Date     Condition        Report By
 DE6224  HISTORY     - 20011208 MONUMENTED       NJGS
 DE6224  HISTORY     - 20020612 GOOD             NGS
 DE6224  HISTORY     - 20050411 GOOD             NGS
 DE6224
 DE6224                          STATION DESCRIPTION
 DE6224
 DE6224'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (FAC)
 DE6224'THE STATION IS LOCATED IN THE BOROUGH OF MILLTOWN IN MIDDLESEX COUNTY
 DE6224'ON PUBLIC PROPERTY.  THE STATION IS 3 MI (4.8 KM) SOUTH FROM THE CITY
 DE6224'OF NEW BRUNSWICK, 3 MI (4.8 KM) NORTHWEST FROM THE BOROUGH OF SOUTH
 DE6224'RIVER AND 1.5 MI (2.4 KM) SOUTHEAST FROM THE TOWNSHIP OF NORTH
 DE6224'BRUNSWICK.  TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 DE6224'1 AND MILLTOWN ROAD, COUNTY ROAD 606 IN NORTH BRUNSWICK TOWNSHIP, GO
 DE6224'SOUTHEAST ON MILTOWN ROAD FOR 1.2 MI (1.9 KM) TO THE TEE JUNCTION WITH
 DE6224'WASHINGTON AVENUE ON THE LEFT.  TURN LEFT AND TO NORTHEAST ON
 DE6224'WASHINGTON AVENUE FOR 0.15 MI (0.24 KM) TO THE PAVED DRIVEWAY LEADING
 DE6224'TO THE PARKING LOT FOR THE MILLTOWN BOROUGH HALL.  TURN LEFT INTO THE
 DE6224'DRIVEWAY AND GO ABOUT 40 M (131.2 FT) TO THE STATION ON THE RIGHT, SET
 DE6224'FLUSH WITH THE GROUND IN A LANDSCAPED GRASS AREA ON THE SOUTHWEST SIDE
 DE6224'OF THE BOROUGH HALL, A ONE STORY BRICK BUILDING.  THE STATION IS 3.0 M
 DE6224'(9.8 FT) NORTHEAST FROM A FIRE HYDRANT, 14.4 M (47.2 FT) SOUTHWEST
 DE6224'FROM THE ENTRANCE DOOR LEADING TO THE POLICE DEPARTMENT HEADQURTERS
 DE6224'PORTION OF THE BOROUGH HALL, 12.9 M (42.3 FT) SOUTHWEST FROM THE
 DE6224'NORTHWEST CORNER OF THE BOROUGH HALL BUILDING, 3.75 M (12.30 FT) WEST
 DE6224'NORTHWEST FROM THE WEST FACE OF A 1.15 M (3.77 FT) HIGH CONCRETE BLOCK
 DE6224'WALL LEADING TO THE POLICE DEPARTMENT ENTRANCE, 5.35 M (17.55 FT) EAST
 DE6224'SOUTHEAST FROM THE EAST CURB OF A PARKING LOT AT THE REAR OF THE
 DE6224'BOROUGH HALL, 3.65 M (11.98 FT) NORTHWEST FROM THE CENTER OF A 0.75 M
 DE6224'(2.46 FT) DIAMETER DECORATIVE CONCRETE BALL SITTING ON TOP OF A 0.80 M
 DE6224'(2.62 FT) SQUARE CONCRETE PEDESTAL AT THE SOUTH END OF THE WEST
 DE6224'CONCRETE BLOCK WALL AND 44 M (144.4 FT) SOUTH FROM A 35 M (114.8 FT)
 DE6224'TALL TRIANGULAR STEEL LATTICE TOWER WITH NUMEROUS ANTENNAS ATTACHED.
 DE6224'THE STATION IS A 0.20 M (0.66 FT) DIAMETER SPECIAL COMMEMORATIVE BRASS
 DE6224'DISK DENOTING THE CENTER OF POPULATION OF NEW JERSEY BASED ON THE 2000
 DE6224'U.S. CENSUS AND IS CEMENTED FLUSH IN A 0.35 M (1.15 FT) DIAMETER ROUND
 DE6224'CONCRETE MONUMENT.  THE DATUM POINT IS A 0.001 M (0.003 FT) DIAMETER
 DE6224'DRILL HOLD REPRESENTING THE LOCATION OF MILLTOWN NEW JERSEY IN
 DE6224'RELATION TO THE GEOGRAPHICAL PICTURE OR NER JERSEY, WHICH IS LOCATED
 DE6224'IN THE CENTER OF THE DISK.  SURROUNDING THIS PICTURE ARE THE LOGOS OF
 DE6224'PROMINENT FEDERAL AND PROFESSIONAL SURVEYING ORGANIZATIONS, WHICH
 DE6224'INCLUDE THE NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS, THE AMERICAN
 DE6224'CONGRESS OF SURVEYING AND MAPPING, THE NEW JERSEY SOCIETY OF
 DE6224'PROFESSIONAL LAND SURVEYORS, THE NATIONAL GEODETIC SURVEY AND THE
 DE6224'AMERICAL ASSOCIATION FOR GEODETIC SURVEYORS.  THE DISK IS STAMPED 2000
 DE6224'NEW JERSEY POPULATION CENTER AROUND THE OUTSIDE DIAMETER.  DESCRIPTION
 DE6224'BY NEW JERSEY GEODETIC SURVEY (FAC).
 DE6224' 
 DE6224' 
 DE6224'
 DE6224
 DE6224                          STATION RECOVERY (2005)
 DE6224
 DE6224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (FAC)
 DE6224'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0222 ***********************************************************************
 JU0222  DESIGNATION -  NEW JERSEY RM 2
 JU0222  PID         -  JU0222
 JU0222  STATE/COUNTY-  NJ/OCEAN
 JU0222  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU0222
 JU0222                         *CURRENT SURVEY CONTROL
 JU0222  ___________________________________________________________________
 JU0222* NAD 83(1986)-  39 51 54.     (N)    074 05 11.     (W)     SCALED    
 JU0222* NAVD 88     -         1.50   (+/-2cm)       4.9    (feet)  VERTCON   
 JU0222  ___________________________________________________________________
 JU0222  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JU0222
 JU0222  VERT ORDER  -  ? (See Below)
 JU0222
 JU0222.The horizontal coordinates were scaled from a topographic map and have
 JU0222.an estimated accuracy of +/- 6 seconds.
 JU0222
 JU0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU0222.The vertical order pertains to the NGVD 29 superseded value.
 JU0222
 JU0222.The geoid height was determined by GEOID03.
 JU0222
 JU0222;                    North         East    Units  Estimated Accuracy
 JU0222;SPC NJ       -   114,610.      185,390.      MT  (+/- 180 meters Scaled)
 JU0222
 JU0222                          SUPERSEDED SURVEY CONTROL
 JU0222
 JU0222  NGVD 29 (??/??/??)    1.871  (m)            6.14   (f) ADJUSTED    ?  
 JU0222
 JU0222.Superseded values are not recommended for survey control.
 JU0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0222.See file dsdata.txt to determine how the superseded data were derived.
 JU0222
 JU0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK781131(NAD 83)
 JU0222_MARKER: DR = REFERENCE MARK DISK
 JU0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0222_STAMPING: NEW JERSEY NO 2 1932
 JU0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0222+STABILITY: SURFACE MOTION
 JU0222
 JU0222  HISTORY     - Date     Condition        Report By
 JU0222  HISTORY     - 1932     MONUMENTED       CGS
 JU0222  HISTORY     - 1951     GOOD             CGS
 JU0222  HISTORY     - 1984     GOOD             USPSQD
 JU0222
 JU0222                          STATION DESCRIPTION
 JU0222
 JU0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JU0222'3.2 MI S FROM SEASIDE PARK.
 JU0222'A STANDARD TRIANGULATION STATION REFERENCE MARK DISK, STAMPED
 JU0222'NEW JERSEY NO. 2 1932, IN CONCRETE POST ABOUT 71 FEET NORTHEAST
 JU0222'OF TRIANGULATION STATION NEW JERSEY, ABOUT 25 FEET WEST OF THE
 JU0222'WEST SIDE OF THE ROAD, JUST OUTSIDE OF THE BRUSH LINE.
 JU0222
 JU0222                          STATION RECOVERY (1984)
 JU0222
 JU0222'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3185 ***********************************************************************
 JU3185  DESIGNATION -  NEW YORK
 JU3185  PID         -  JU3185
 JU3185  STATE/COUNTY-  NJ/CAMDEN
 JU3185  USGS QUAD   -  PHILADELPHIA (1994)
 JU3185
 JU3185                         *CURRENT SURVEY CONTROL
 JU3185  ___________________________________________________________________
 JU3185* NAD 83(1996)-  39 54 52.75951(N)    075 07 34.24763(W)     ADJUSTED  
 JU3185* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3185  ___________________________________________________________________
 JU3185  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 JU3185  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU3185
 JU3185  HORZ ORDER  -  THIRD
 JU3185
 JU3185.The horizontal coordinates were established by classical geodetic methods
 JU3185.and adjusted by the National Geodetic Survey in September 1999..
 JU3185
 JU3185.The orthometric height was scaled from a topographic map.
 JU3185
 JU3185.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3185
 JU3185.The geoid height was determined by GEOID03.
 JU3185
 JU3185;                    North         East     Units Scale Factor Converg.
 JU3185;SPC NJ       -   120,226.926    96,466.736   MT  0.99993527   -0 24 06.5
 JU3185;SPC NJ       -   394,444.51    316,491.28   sFT  0.99993527   -0 24 06.5
 JU3185;SPC PA S     -    67,879.417   824,304.473   MT  1.00000297   +1 42 08.3
 JU3185;SPC PA S     -   222,701.05  2,704,405.59   sFT  1.00000297   +1 42 08.3
 JU3185;UTM  18      - 4,418,292.494   489,215.923   MT  0.99960143   -0 04 51.5
 JU3185
 JU3185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3185!SPC NJ       -   1.00000489  x   0.99993527  =   0.99994016
 JU3185!SPC PA S     -   1.00000489  x   1.00000297  =   1.00000786
 JU3185!UTM  18      -   1.00000489  x   0.99960143  =   0.99960632
 JU3185
 JU3185|---------------------------------------------------------------------|
 JU3185| PID    Reference Object                     Distance      Geod. Az  |
 JU3185|                                                           dddmmss.s |
 JU3185| CB2339 NEW YORK RM 2                         6.120 METERS 11938     |
 JU3185| JU3124 PHILADELPHIA QUARTERMASTER TK       APPROX. 1.1 KM 2534825.7 |
 JU3185| JU3127 PHILADELPHIA CAMPHOR CHIM USE       APPROX. 1.0 KM 2712257.9 |
 JU3185| CB2338 NEW YORK RM 1                        13.890 METERS 34607     |
 JU3185|---------------------------------------------------------------------|
 JU3185
 JU3185                          SUPERSEDED SURVEY CONTROL
 JU3185
 JU3185  NAD 83(1991)-  39 54 52.75488(N)    075 07 34.24736(W) AD(       ) 3
 JU3185  NAD 83(1986)-  39 54 52.75093(N)    075 07 34.24971(W) AD(       ) 3
 JU3185  NAD 27      -  39 54 52.34900(N)    075 07 35.61100(W) AD(       ) 3
 JU3185
 JU3185.Superseded values are not recommended for survey control.
 JU3185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3185.See file dsdata.txt to determine how the superseded data were derived.
 JU3185
 JU3185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8921618292(NAD 83)
 JU3185_MARKER: DD = SURVEY DISK
 JU3185_SETTING: 0 = UNSPECIFIED SETTING
 JU3185
 JU3185  HISTORY     - Date     Condition        Report By
 JU3185  HISTORY     - 1925     MONUMENTED       USE
 JU3185  HISTORY     - 1932     GOOD             CGS
 JU3185  HISTORY     - 1946     GOOD             CGS
 JU3185
 JU3185                          STATION DESCRIPTION
 JU3185
 JU3185'DESCRIBED BY US ENGINEERS 1925 (LDG)
 JU3185'LOCATED ON PIER NO.2 N YARD, NEW YORK SHIPBUILDING CORPORATION
 JU3185'BETWEEN FAIRVIEW STREET AND WOODLAND AVENUE, CAMDEN.  STATION
 JU3185'MARK IS STANDARD U.S.E.D. MARK CEMENTED IN DRILLED HOLE IN
 JU3185'CONCRETE BULKHEAD.  REFERENCE MARKS ARE STANDARD DISKS CEMENTED
 JU3185'IN DRILLED HOLES IN CONCRETE BULKHEAD.  STATION IS 48.3 FEET
 JU3185'BELOW CENTER OF UPPER MOORING POST.  7 FEET ABOVE CENTER OF
 JU3185'LOWER MOORING POST.  AND 4.7 FEET FROM EDGE OF BULKHEAD.
 JU3185'
 JU3185'THIS IS A TRIANGULATION STATION OF THE UNITED STATES ENGINEERS.
 JU3185'
 JU3185'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
 JU3185
 JU3185                          STATION RECOVERY (1932)
 JU3185
 JU3185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (LGS)
 JU3185'STATION RECOVERED, ALL MARKS IN GOOD CONDITION.  ON PIER NO.2
 JU3185'OF N YARD, NEW YORK SHIPBUILDING CORPORATION, BETWEEN FAIRVIEW
 JU3185'STREET AND WOODLAND AVENUE, CAMDEN, NEW JERSEY.
 JU3185
 JU3185                          STATION RECOVERY (1946)
 JU3185
 JU3185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3185'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 JU3185'CONDITION.  DISTANCES TO REFERENCE MARKS WERE MEASURED AND
 JU3185'FOUND TO BE CORRECT.  THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT
 JU3185'FOR THE FOLLOWING--
 JU3185'
 JU3185'ADD REFERENCE MARK 1 IS 1.5 FEET BELOW UPPER MOORING POST
 JU3185'AND ON W FACE OF BULKHEAD.
 JU3185'
 JU3185'ADD REFERENCE MARK 2 IS 14.5 FEET E OF LOWER MOORING POST
 JU3185'AND ON S FACE OF BULKHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4781 ***********************************************************************
 KV4781  DESIGNATION -  NEWARK
 KV4781  PID         -  KV4781
 KV4781  STATE/COUNTY-  NJ/ESSEX
 KV4781  USGS QUAD   -  ELIZABETH (1995)
 KV4781
 KV4781                         *CURRENT SURVEY CONTROL
 KV4781  ___________________________________________________________________
 KV4781* NAD 83(1996)-  40 44 13.14058(N)    074 10 12.12558(W)     ADJUSTED  
 KV4781* NAVD 88     -       146.0    (meters)     479.     (feet)  GPS OBS   
 KV4781  ___________________________________________________________________
 KV4781  X           -   1,320,214.260 (meters)                     COMP
 KV4781  Y           -  -4,656,242.122 (meters)                     COMP
 KV4781  Z           -   4,140,409.660 (meters)                     COMP
 KV4781  LAPLACE CORR-           5.58  (seconds)                    DEFLEC99
 KV4781  ELLIP HEIGHT-         113.67  (meters)          (10/23/02) GPS OBS
 KV4781  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KV4781
 KV4781  HORZ ORDER  -  FIRST
 KV4781  ELLP ORDER  -  FOURTH    CLASS I
 KV4781
 KV4781.The horizontal coordinates were established by classical geodetic methods
 KV4781.and adjusted by the National Geodetic Survey in May 1999..
 KV4781
 KV4781.The orthometric height was determined by GPS observations and a
 KV4781.high-resolution geoid model.
 KV4781
 KV4781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4781
 KV4781.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4781
 KV4781.The ellipsoidal height was determined by GPS observations
 KV4781.and is referenced to NAD 83.
 KV4781
 KV4781.The geoid height was determined by GEOID03.
 KV4781
 KV4781;                    North         East     Units Scale Factor Converg.
 KV4781;SPC NJ       -   211,394.512   177,868.976   MT  0.99990956   +0 12 55.2
 KV4781;SPC NJ       -   693,550.16    583,558.47   sFT  0.99990956   +0 12 55.2
 KV4781;SPC NY L     -    63,345.276   285,637.421   MT  0.99999684   -0 06 40.4
 KV4781;SPC NY L     -   207,825.29    937,128.77   sFT  0.99999684   -0 06 40.4
 KV4781;UTM  18      - 4,509,891.646   570,078.440   MT  0.99966045   +0 32 29.9
 KV4781
 KV4781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4781!SPC NJ       -   0.99998217  x   0.99990956  =   0.99989173
 KV4781!SPC NY L     -   0.99998217  x   0.99999684  =   0.99997901
 KV4781!UTM  18      -   0.99998217  x   0.99966045  =   0.99964263
 KV4781
 KV4781|---------------------------------------------------------------------|
 KV4781| PID    Reference Object                     Distance      Geod. Az  |
 KV4781|                                                           dddmmss.s |
 KV4781| CB5406 NEWARK RM 1                           1.674 METERS 02807     |
 KV4781| KV4327 WECO                                APPROX. 5.0 KM 1071357.5 |
 KV4781| KV4784 NEWARK ECC 1933                       1.614 METERS 20718     |
 KV4781| CB5407 NEWARK RM 2                           9.725 METERS 30034     |
 KV4781|---------------------------------------------------------------------|
 KV4781
 KV4781                          SUPERSEDED SURVEY CONTROL
 KV4781
 KV4781  ELLIP H (05/14/99)  113.68   (m)                       GP(       ) 4 1
 KV4781  NAD 83(1996)-  40 44 13.14043(N)    074 10 12.12574(W) AD(       ) 1
 KV4781  NAD 83(1986)-  40 44 13.13860(N)    074 10 12.12727(W) AD(       ) 1
 KV4781  NAD 27      -  40 44 12.77500(N)    074 10 13.60700(W) AD(       ) 1
 KV4781
 KV4781.Superseded values are not recommended for survey control.
 KV4781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4781.See file dsdata.txt to determine how the superseded data were derived.
 KV4781
 KV4781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7007809892(NAD 83)
 KV4781_MARKER: R = RIVET
 KV4781_SETTING: 0 = UNSPECIFIED SETTING
 KV4781_MARK LOGO: CGS   
 KV4781_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV4781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4781+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1992
 KV4781
 KV4781  HISTORY     - Date     Condition        Report By
 KV4781  HISTORY     - 1933     MONUMENTED       CGS
 KV4781  HISTORY     - 1933     GOOD             CGS
 KV4781  HISTORY     - 1934     GOOD             CGS
 KV4781  HISTORY     - 1937     MARK NOT FOUND   CGS
 KV4781  HISTORY     - 1937     GOOD             BSA
 KV4781  HISTORY     - 19920812 GOOD             NJGS
 KV4781
 KV4781                          STATION DESCRIPTION
 KV4781
 KV4781'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JB)
 KV4781'STATION IS ON TOP OF THE PENTHOUSE WHICH IS THE HIGHEST PART
 KV4781'OF THE LEFCOURT BUILDING, LOCATED AT BROACH AND COMMERCE
 KV4781'STREETS, NEWARK.  STATION IS MARKED BY A NAIL DRIVEN IN THE
 KV4781'TARRED ROOF 1.020 METERS IN FROM THE OUTSIDE EDGE OF THE TOP
 KV4781'OF THE PENTHOUSE AND ON LINE WITH NEWARK ECCENTRIC AND
 KV4781'REFERENCE MARK NO.1.
 KV4781'
 KV4781'NEWARK ECCENTRIC IS A STANDARD TRIANGULATION DISK STAMPED
 KV4781'NEWARK ECCENTRIC.
 KV4781'
 KV4781'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD DISKS, ALL LOCATED ON
 KV4781'TOP OF THE COPING OF THE PENTHOUSE.
 KV4781
 KV4781                          STATION RECOVERY (1933)
 KV4781
 KV4781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 KV4781'RECOVERED IN GOOD CONDITION.
 KV4781
 KV4781                          STATION RECOVERY (1934)
 KV4781
 KV4781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4781'STATION AND NEWARK ECCENTRIC RECOVERED AS DESCRIBED WITH THE
 KV4781'FOLLOWING ADDITIONS--
 KV4781'
 KV4781'BROACH STREET SHOULD BE CHANGED TO BROAD STREET.
 KV4781
 KV4781                          STATION RECOVERY (1937)
 KV4781
 KV4781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (CDM)
 KV4781'NAIL IN THE ROOF NOT RECOVERED.  NEWARK ECCENTRIC AND REFERENCE
 KV4781'MARKS RECOVERED AS DESCRIBED.
 KV4781
 KV4781                          STATION RECOVERY (1937)
 KV4781
 KV4781'RECOVERY NOTE BY BOY SCOUTS OF AMERICA 1937
 KV4781'STATION RECOVERED ON THE PENTHOUSE OF THE LEFCOURT BUILDING
 KV4781'AS DESCRIBED, IN GOOD CONDITION.
 KV4781
 KV4781                          STATION RECOVERY (1992)
 KV4781
 KV4781'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV4781'THE STATION IS LOCATED IN THE CITY OF NEWARK, ON TOP OF THE PENTHOUSE
 KV4781'ROOF OF THE RAYMOND COMMERCE BUILDING, 11 COMMERCE STREET, OWNERSHIP
 KV4781'HELMSELY SPEAR INC..  TO GAIN PERMISSION TO OCCUPY THE STATION
 KV4781'CONTACT MR. MELANSON, PHONE 201 643 6822, ROOM 406, 744 BROAD STREET,
 KV4781'NEWARK N.J..  THEIR OFFICE IS ACROSS THE STREET FROM THE COMMERCE
 KV4781'BUILDING. TO REACH THE STATION FROM INTERCHANGE 13A OF THE NEW JERSEY
 KV4781'TURNPIKE, GO NORTH ON U.S. HIGHWAYS 1 AND 9 TO THE INTERSECTION WITH
 KV4781'STATE HIGHWAY 21.  GO NORTH ON STATE HIGHWAY 21 TO THE JUNCTION WITH
 KV4781'BROAD STREET.  GO NORTH ON BROAD STREET TO THE 38 STORY TAN BRICK
 KV4781'BUILDING ON THE RIGHT.  THE STATION IS 1 M (3.3 FT) NORTHWEST OF THE
 KV4781'SOUTHEAST EDGE OF THE PENTHOUSE ROOF, 1.716 M (5.630 FT) NORTHEAST OF
 KV4781'STATION NEWARK ECC, WHICH IS LOCATED ON THE ROOF COPING WALL, 9.473 M
 KV4781'(31.079 FT) SOUTHEAST OF REFERENCE MARK 2, WHICH IS LOCATED ON THE
 KV4781'NORTHWEST WALL COPING, 1.675 M (5.495 FT) SOUTHWEST OF REFERENCE MARK
 KV4781'NUMBER 1, WHICH IS ON THE NORTHEAST WALL COPING.  TO REACH THE
 KV4781'STATION TAKE THE SERVICE ELEVATOR TO THE 34TH FLOOR, THEN TAKE THE
 KV4781'PENTHOUSE ELEVATOR TO THE STAIRS LEADING TO THE ROOF, THEN SCALE THE
 KV4781'OUTSIDE LADDER TO THE TOP OF THE ROOF AND THE STATION AHEAD.  THE
 KV4781'STATION IS A CENTER PUNCHED RIVET IN A 8 INCH MASS OF CONCRETE.
 KV4781'THERE IS AMPLE ROOM FOR A SAFE TRIPOD SET UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6857 ***********************************************************************
 KV6857  DESIGNATION -  NEWARK 1
 KV6857  PID         -  KV6857
 KV6857  STATE/COUNTY-  NJ/ESSEX
 KV6857  USGS QUAD   -  ELIZABETH (1995)
 KV6857
 KV6857                         *CURRENT SURVEY CONTROL
 KV6857  ___________________________________________________________________
 KV6857* NAD 83(1996)-  40 44 38.44229(N)    074 12 49.05800(W)     ADJUSTED  
 KV6857* NAVD 88     -        57.9    (meters)     190.     (feet)  GPS OBS   
 KV6857  ___________________________________________________________________
 KV6857  X           -   1,316,514.514 (meters)                     COMP
 KV6857  Y           -  -4,656,690.765 (meters)                     COMP
 KV6857  Z           -   4,140,943.452 (meters)                     COMP
 KV6857  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 KV6857  ELLIP HEIGHT-          25.47  (meters)          (10/23/02) GPS OBS
 KV6857  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV6857
 KV6857  HORZ ORDER  -  FIRST
 KV6857  ELLP ORDER  -  FOURTH    CLASS I
 KV6857
 KV6857.The horizontal coordinates were established by GPS observations
 KV6857.and adjusted by the National Geodetic Survey in May 1999..
 KV6857
 KV6857.The orthometric height was determined by GPS observations and a
 KV6857.high-resolution geoid model.
 KV6857
 KV6857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6857
 KV6857.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6857
 KV6857.The ellipsoidal height was determined by GPS observations
 KV6857.and is referenced to NAD 83.
 KV6857
 KV6857.The geoid height was determined by GEOID03.
 KV6857
 KV6857;                    North         East     Units Scale Factor Converg.
 KV6857;SPC NJ       -   212,161.992   174,184.600   MT  0.99990720   +0 11 12.9
 KV6857;SPC NJ       -   696,068.14    571,470.64   sFT  0.99990720   +0 11 12.9
 KV6857;UTM  18      - 4,510,637.941   566,390.679   MT  0.99965425   +0 30 47.8
 KV6857
 KV6857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6857!SPC NJ       -   0.99999600  x   0.99990720  =   0.99990321
 KV6857!UTM  18      -   0.99999600  x   0.99965425  =   0.99965026
 KV6857
 KV6857:                Primary Azimuth Mark                     Grid Az
 KV6857:SPC NJ       -  NEWARK 2                                 007 51 12.0
 KV6857:UTM  18      -  NEWARK 2                                 007 31 37.1
 KV6857
 KV6857|---------------------------------------------------------------------|
 KV6857| PID    Reference Object                     Distance      Geod. Az  |
 KV6857|                                                           dddmmss.s |
 KV6857| KV6858 NEWARK 2                            APPROX. 0.7 KM 0080224.9 |
 KV6857|---------------------------------------------------------------------|
 KV6857
 KV6857                          SUPERSEDED SURVEY CONTROL
 KV6857
 KV6857  ELLIP H (05/14/99)   25.48   (m)                       GP(       ) 4 1
 KV6857  NAD 83(1996)-  40 44 38.44202(N)    074 12 49.05827(W) AD(       ) 1
 KV6857  NAD 83(1986)-  40 44 38.44067(N)    074 12 49.06007(W) AD(       ) 1
 KV6857
 KV6857.Superseded values are not recommended for survey control.
 KV6857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6857.See file dsdata.txt to determine how the superseded data were derived.
 KV6857
 KV6857_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6639110638(NAD 83)
 KV6857_MARKER: DD = SURVEY DISK
 KV6857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6857_SP_SET: CONCRETE POST
 KV6857_STAMPING: NEWARK 1 1991
 KV6857_MARK LOGO: NJHA  
 KV6857_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6857+STABILITY: SURFACE MOTION
 KV6857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6857+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1992
 KV6857
 KV6857  HISTORY     - Date     Condition        Report By
 KV6857  HISTORY     - 1991     MONUMENTED       NJDT
 KV6857  HISTORY     - 19920423 GOOD             NJGS
 KV6857
 KV6857                          STATION DESCRIPTION
 KV6857
 KV6857'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6857'THE STATION IS LOCATED IN THE CITY OF NEWARK ON THE EAST SIDE OF THE
 KV6857'NORTHBOUND LANES OF THE GARDEN STATE PARKWAY AT MILEPOINT 146.03.  TO
 KV6857'REACH THE STATION FROM THE IRVINGTON TOLL PLAZA, GO 0.33 MI
 KV6857'(0.53 KM) NORTH ON THE GARDEN STATE PARKWAY TO THE STATION ON THE
 KV6857'RIGHT, SET FLUSH WITH THE GROUND, AT THE NORTH END OF THE ENTRANCE
 KV6857'RAMP LEADING FROM FOURTEENTH STREET TO THE NORTHBOUND LANES.  THE
 KV6857'STATION IS 16.0 M (52.5 FT) SOUTH FROM POLE NUMBER 24851, 4.5 M
 KV6857'(14.8 FT) EAST SOUTHEAST FROM THE FACE OF GUIDERAIL AT THE END OF THE
 KV6857'ENTRANCE RAMP AND 22.3 M (73.2 FT) NORTHEAST FROM POLE NUMBER 76263.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6858 ***********************************************************************
 KV6858  DESIGNATION -  NEWARK 2
 KV6858  PID         -  KV6858
 KV6858  STATE/COUNTY-  NJ/ESSEX
 KV6858  USGS QUAD   -  ORANGE (1981)
 KV6858
 KV6858                         *CURRENT SURVEY CONTROL
 KV6858  ___________________________________________________________________
 KV6858* NAD 83(1996)-  40 45 00.59994(N)    074 12 44.94234(W)     ADJUSTED  
 KV6858* NAVD 88     -        50.1    (meters)     164.     (feet)  GPS OBS   
 KV6858  ___________________________________________________________________
 KV6858  X           -   1,316,484.440 (meters)                     COMP
 KV6858  Y           -  -4,656,229.498 (meters)                     COMP
 KV6858  Z           -   4,141,456.172 (meters)                     COMP
 KV6858  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 KV6858  ELLIP HEIGHT-          17.66  (meters)          (10/23/02) GPS OBS
 KV6858  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV6858
 KV6858  HORZ ORDER  -  FIRST
 KV6858  ELLP ORDER  -  FOURTH    CLASS I
 KV6858
 KV6858.The horizontal coordinates were established by GPS observations
 KV6858.and adjusted by the National Geodetic Survey in May 1999..
 KV6858
 KV6858.The orthometric height was determined by GPS observations and a
 KV6858.high-resolution geoid model.
 KV6858
 KV6858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6858
 KV6858.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6858
 KV6858.The ellipsoidal height was determined by GPS observations
 KV6858.and is referenced to NAD 83.
 KV6858
 KV6858.The geoid height was determined by GEOID03.
 KV6858
 KV6858;                    North         East     Units Scale Factor Converg.
 KV6858;SPC NJ       -   212,845.737   174,278.910   MT  0.99990725   +0 11 15.6
 KV6858;SPC NJ       -   698,311.39    571,780.06   sFT  0.99990725   +0 11 15.6
 KV6858;UTM  18      - 4,511,322.039   566,481.070   MT  0.99965440   +0 30 50.7
 KV6858
 KV6858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6858!SPC NJ       -   0.99999723  x   0.99990725  =   0.99990448
 KV6858!UTM  18      -   0.99999723  x   0.99965440  =   0.99965163
 KV6858
 KV6858:                Primary Azimuth Mark                     Grid Az
 KV6858:SPC NJ       -  NEWARK 1                                 187 51 12.0
 KV6858:UTM  18      -  NEWARK 1                                 187 31 36.9
 KV6858
 KV6858|---------------------------------------------------------------------|
 KV6858| PID    Reference Object                     Distance      Geod. Az  |
 KV6858|                                                           dddmmss.s |
 KV6858| KV6857 NEWARK 1                            APPROX. 0.7 KM 1880227.6 |
 KV6858|---------------------------------------------------------------------|
 KV6858
 KV6858                          SUPERSEDED SURVEY CONTROL
 KV6858
 KV6858  ELLIP H (05/14/99)   17.68   (m)                       GP(       ) 4 1
 KV6858  NAD 83(1996)-  40 45 00.59966(N)    074 12 44.94261(W) AD(       ) 1
 KV6858  NAD 83(1986)-  40 45 00.59805(N)    074 12 44.94442(W) AD(       ) 1
 KV6858
 KV6858.Superseded values are not recommended for survey control.
 KV6858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6858.See file dsdata.txt to determine how the superseded data were derived.
 KV6858
 KV6858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6648111322(NAD 83)
 KV6858_MARKER: DD = SURVEY DISK
 KV6858_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV6858_SP_SET: SURROUNDED BY MASS OF CONCRETE
 KV6858_STAMPING: NEWARK 2 1991
 KV6858_MARK LOGO: NJHA  
 KV6858_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6858+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1992
 KV6858
 KV6858  HISTORY     - Date     Condition        Report By
 KV6858  HISTORY     - 1991     MONUMENTED       NJDT
 KV6858  HISTORY     - 19920423 GOOD             NJGS
 KV6858
 KV6858                          STATION DESCRIPTION
 KV6858
 KV6858'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6858'THE STATION IS LOCATED IN THE CITY OF EAST ORANGE ON THE WEST SIDE OF
 KV6858'THE SOUTHBOUND LANES OF THE GARDEN STATE PARKWAY.  TO REACH THE
 KV6858'STATION FROM THE INTERSECTION OF THE CENTRAL AVENUE BRIDGE AND THE
 KV6858'GARDEN STATE PARKWAY AT INTERCHANGE 145, GO SOUTH ON THE GARDEN STATE
 KV6858'PARKWAY FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN
 KV6858'A GRASS MEDIAN IN A CONCRETE FOUNDATION FOR A FORMER LAMP POST.  THE
 KV6858'STATION IS ALSO 0.15 MI (0.24 KM) NORTHEAST FROM THE MAYBAUM AVENUE
 KV6858'OVERPASS.  THE STATION IS 43.0 M (141.1 FT) NORTHEAST FROM A SIGN FOR
 KV6858'EXIT 144, VAILSBURG AREA, NEWARK, 0.5 MI (0.8 KM) AND 8.0 M
 KV6858'(26.2 FT) WEST NORTHWEST FROM AND NORMAL TO THE WHITE PAINT LINE AT
 KV6858'THE WEST EDGE OF THE SOUTHBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4680 ***********************************************************************
 KV4680  DESIGNATION -  NEWARK AMER AGRIC CHEM CHIM
 KV4680  PID         -  KV4680
 KV4680  STATE/COUNTY-  NJ/ESSEX
 KV4680  USGS QUAD   -  ELIZABETH (1995)
 KV4680
 KV4680                         *CURRENT SURVEY CONTROL
 KV4680  ___________________________________________________________________
 KV4680* NAD 83(1996)-  40 44 25.42383(N)    074 08 08.05913(W)     ADJUSTED  
 KV4680* NAVD 88     -                                                        
 KV4680  ___________________________________________________________________
 KV4680  LAPLACE CORR-           6.24  (seconds)                    DEFLEC99
 KV4680  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KV4680
 KV4680  HORZ ORDER  -  THIRD
 KV4680
 KV4680.The horizontal coordinates were established by classical geodetic methods
 KV4680.and adjusted by the National Geodetic Survey in September 1999..
 KV4680
 KV4680
 KV4680.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4680
 KV4680.The geoid height was determined by GEOID03.
 KV4680
 KV4680;                    North         East     Units Scale Factor Converg.
 KV4680;SPC NJ       -   211,784.887   180,778.159   MT  0.99991166   +0 14 16.2
 KV4680;SPC NJ       -   694,830.92    593,103.01   sFT  0.99991166   +0 14 16.2
 KV4680;SPC NY L     -    63,719.096   288,549.032   MT  0.99999672   -0 05 19.2
 KV4680;SPC NY L     -   209,051.73    946,681.28   sFT  0.99999672   -0 05 19.2
 KV4680;UTM  18      - 4,510,298.482   572,984.633   MT  0.99966556   +0 33 51.0
 KV4680
 KV4680                          SUPERSEDED SURVEY CONTROL
 KV4680
 KV4680  NAD 83(1996)-  40 44 25.42374(N)    074 08 08.05935(W) AD(       ) 4
 KV4680  NAD 83(1986)-  40 44 25.42138(N)    074 08 08.06339(W) AD(       ) 4
 KV4680  NAD 27      -  40 44 25.05700(N)    074 08 09.54500(W) AD(       ) 3
 KV4680
 KV4680.Superseded values are not recommended for survey control.
 KV4680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4680.See file dsdata.txt to determine how the superseded data were derived.
 KV4680
 KV4680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7298510298(NAD 83)
 KV4680_MARKER: 85 = CHIMNEY
 KV4680
 KV4680  HISTORY     - Date     Condition        Report By
 KV4680  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4680
 KV4680                          STATION DESCRIPTION
 KV4680
 KV4680'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4680'THE PROMINENT CHIMNEY ON THE S SHORE OF THE PASSAIC RIVER, IN
 KV4680'NEWARK AT THE N FOOT OF ESTHER STREET AND N OF LISTER AVENUE,
 KV4680'IN THE PLANT OF THE AMERICAN AGRICULTURE CHEMICAL COMPANY,
 KV4680'RISING JUST S OF THE BOILER ROOM (THE NORTHERNMOST BUILDING
 KV4680'IN THE PLANT).  IT IS A ROUND CHIMNEY BUILT UP OF VARI-COLORED
 KV4680'BRICKS.
 KV4680'
 KV4680'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 200 FEET ABOVE
 KV4680'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4696 ***********************************************************************
 KV4696  DESIGNATION -  NEWARK AMER INSUR BLDG DOME
 KV4696  PID         -  KV4696
 KV4696  STATE/COUNTY-  NJ/ESSEX
 KV4696  USGS QUAD   -  ELIZABETH (1995)
 KV4696
 KV4696                         *CURRENT SURVEY CONTROL
 KV4696  ___________________________________________________________________
 KV4696* NAD 83(1996)-  40 44 39.06875(N)    074 10 14.55808(W)     ADJUSTED  
 KV4696* NAVD 88     -                                                        
 KV4696  ___________________________________________________________________
 KV4696  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 KV4696  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KV4696
 KV4696  HORZ ORDER  -  THIRD
 KV4696
 KV4696.The horizontal coordinates were established by classical geodetic methods
 KV4696.and adjusted by the National Geodetic Survey in September 1999..
 KV4696
 KV4696
 KV4696.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4696
 KV4696.The geoid height was determined by GEOID03.
 KV4696
 KV4696;                    North         East     Units Scale Factor Converg.
 KV4696;SPC NJ       -   212,194.024   177,808.907   MT  0.99990952   +0 12 53.7
 KV4696;SPC NJ       -   696,173.23    583,361.39   sFT  0.99990952   +0 12 53.7
 KV4696;SPC NY L     -    64,145.187   285,581.905   MT  0.99999660   -0 06 42.0
 KV4696;SPC NY L     -   210,449.67    936,946.63   sFT  0.99999660   -0 06 42.0
 KV4696;UTM  18      - 4,510,690.603   570,013.835   MT  0.99966033   +0 32 28.6
 KV4696
 KV4696                          SUPERSEDED SURVEY CONTROL
 KV4696
 KV4696  NAD 83(1996)-  40 44 39.06859(N)    074 10 14.55826(W) AD(       ) 4
 KV4696  NAD 83(1986)-  40 44 39.06596(N)    074 10 14.56188(W) AD(       ) 4
 KV4696  NAD 27      -  40 44 38.70200(N)    074 10 16.04200(W) AD(       ) 3
 KV4696
 KV4696.Superseded values are not recommended for survey control.
 KV4696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4696.See file dsdata.txt to determine how the superseded data were derived.
 KV4696
 KV4696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7001410691(NAD 83)
 KV4696_MARKER: 87 = DOME
 KV4696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4696+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 KV4696
 KV4696  HISTORY     - Date     Condition        Report By
 KV4696  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4696  HISTORY     - 1973     GOOD             NGS
 KV4696  HISTORY     - 20051113 GOOD             GEOCAC
 KV4696
 KV4696                          STATION DESCRIPTION
 KV4696
 KV4696'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4696'THE PROMINENT DOME-CAPPED CUPOLA APPROXIMATELY 1/3 MILE W OF THE
 KV4696'PASSAIC RIVER, IN NEWARK AT THE INTERSECTION OF JAMES AND
 KV4696'WASHINGTON STREETS, ATOP THE AMERICAN INSURANCE COMPANY BUILDING
 KV4696'(A 12-STORY, RED BRICK, OFFICE BUILDING).  IT IS THE GRAY,
 KV4696'HEMISPHERICAL-DOMED ROOF (WITH A LIGHT AT ITS APEX) CAPPING A
 KV4696'SQUARE WHITE STONE CUPOLA.
 KV4696'
 KV4696'THE STATION IS THE BALL-APEX OF THE LIGHT, APPROXIMATELY 250
 KV4696'FEET ABOVE GROUND.
 KV4696
 KV4696                          STATION RECOVERY (1973)
 KV4696
 KV4696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 KV4696'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 KV4696'CONDITION.
 KV4696'
 KV4696'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV4696'AT NEWARK.
 KV4696
 KV4696                          STATION RECOVERY (2005)
 KV4696
 KV4696'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV4696'BUILDING NOW OWNED BY RUTGERS-NEWARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4754 ***********************************************************************
 KV4754  DESIGNATION -  NEWARK BAY BEACON 1
 KV4754  PID         -  KV4754
 KV4754  STATE/COUNTY-  NJ/HUDSON
 KV4754  USGS QUAD   -  ELIZABETH (1995)
 KV4754
 KV4754                         *CURRENT SURVEY CONTROL
 KV4754  ___________________________________________________________________
 KV4754* NAD 83(1996)-  40 39 52.26303(N)    074 08 22.65217(W)     ADJUSTED  
 KV4754* NAVD 88     -                                                        
 KV4754  ___________________________________________________________________
 KV4754  LAPLACE CORR-           5.58  (seconds)                    DEFLEC99
 KV4754  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KV4754
 KV4754  HORZ ORDER  -  THIRD
 KV4754
 KV4754.The horizontal coordinates were established by classical geodetic methods
 KV4754.and adjusted by the National Geodetic Survey in September 1999..
 KV4754
 KV4754
 KV4754.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4754
 KV4754.The geoid height was determined by GEOID03.
 KV4754
 KV4754;                    North         East     Units Scale Factor Converg.
 KV4754;SPC NJ       -   203,358.178   180,470.364   MT  0.99991142   +0 14 05.4
 KV4754;SPC NJ       -   667,184.29    592,093.19   sFT  0.99991142   +0 14 05.4
 KV4754;SPC NY L     -    55,293.547   288,193.216   MT  1.00000012   -0 05 28.8
 KV4754;SPC NY L     -   181,408.91    945,513.91   sFT  1.00000012   -0 05 28.8
 KV4754;UTM  18      - 4,501,872.234   572,724.865   MT  0.99966510   +0 33 38.4
 KV4754
 KV4754                          SUPERSEDED SURVEY CONTROL
 KV4754
 KV4754  NAD 83(1996)-  40 39 52.26296(N)    074 08 22.65218(W) AD(       ) 4
 KV4754  NAD 83(1986)-  40 39 52.26169(N)    074 08 22.65256(W) AD(       ) 4
 KV4754  NAD 27      -  40 39 51.88900(N)    074 08 24.13600(W) AD(       ) 3
 KV4754
 KV4754.Superseded values are not recommended for survey control.
 KV4754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4754.See file dsdata.txt to determine how the superseded data were derived.
 KV4754
 KV4754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7272501872(NAD 83)
 KV4754_MARKER: 14 = NAVIGATION LIGHT
 KV4754
 KV4754  HISTORY     - Date     Condition        Report By
 KV4754  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4754  HISTORY     - 1934     GOOD             CGS
 KV4754  HISTORY     - 20030201 MARK NOT FOUND   INDIV
 KV4754
 KV4754                          STATION DESCRIPTION
 KV4754
 KV4754'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4754'A SMALL, LIGHTED, CHANNEL-BEACON IN NEWARK BAY, APPROXIMATELY
 KV4754'3/4 MILE N OF THE CENTRAL RAILROAD OF NEW JERSEY BRIDGE ON
 KV4754'THE W SIDE OF THE CHANNEL ERECTED CENTRALLY AND SYMMETRICALLY
 KV4754'OVER A CIRCULAR ROCK-FILL.  IT IS THE USUAL 4-SIDED LATTICE
 KV4754'STRUCTURE (BLACK) SURMOUNTING A 4-SIDED TANK (WHITE) SECURED TO
 KV4754'A SQUARE CONCRETE BASE (BLACK).
 KV4754'
 KV4754'THE STATION IS THE LIGHT-APEX, APPROXIMATELY 25 FEET ABOVE
 KV4754'HIGH WATER.
 KV4754
 KV4754                          STATION RECOVERY (1934)
 KV4754
 KV4754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4754'STATION RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE.
 KV4754
 KV4754                          STATION RECOVERY (2003)
 KV4754
 KV4754'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MFM)
 KV4754'COORDINATES PLACE THE BEACON IN AN ACTIVE NAVIGATIONAL CHANNEL (NEWARK
 KV4754'BAY CHANNEL.)  ACTIVE DREDGING (BY USACE) IS UNDER WAY TO DEEPEN THE
 KV4754'CHANNEL AT THIS LOCATION - ALL NAVIGATION BEACONS HAVE BEEN MOVED TO
 KV4754'MAKE ROOM FOR EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4751 ***********************************************************************
 KV4751  DESIGNATION -  NEWARK BAY BEACON 2
 KV4751  PID         -  KV4751
 KV4751  STATE/COUNTY-  NJ/HUDSON
 KV4751  USGS QUAD   -  ELIZABETH (1995)
 KV4751
 KV4751                         *CURRENT SURVEY CONTROL
 KV4751  ___________________________________________________________________
 KV4751* NAD 83(1996)-  40 40 35.64797(N)    074 08 01.41422(W)     ADJUSTED  
 KV4751* NAVD 88     -                                                        
 KV4751  ___________________________________________________________________
 KV4751  LAPLACE CORR-           5.77  (seconds)                    DEFLEC99
 KV4751  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KV4751
 KV4751  HORZ ORDER  -  THIRD
 KV4751
 KV4751.The horizontal coordinates were established by classical geodetic methods
 KV4751.and adjusted by the National Geodetic Survey in September 1999..
 KV4751
 KV4751
 KV4751.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4751
 KV4751.The geoid height was determined by GEOID03.
 KV4751
 KV4751;                    North         East     Units Scale Factor Converg.
 KV4751;SPC NJ       -   204,698.385   180,963.598   MT  0.99991180   +0 14 19.4
 KV4751;SPC NJ       -   671,581.28    593,711.40   sFT  0.99991180   +0 14 19.4
 KV4751;SPC NY L     -    56,631.042   288,694.116   MT  0.99999946   -0 05 14.9
 KV4751;SPC NY L     -   185,797.01    947,157.28   sFT  0.99999946   -0 05 14.9
 KV4751;UTM  18      - 4,503,214.894   573,210.350   MT  0.99966597   +0 33 52.7
 KV4751
 KV4751                          SUPERSEDED SURVEY CONTROL
 KV4751
 KV4751  NAD 83(1996)-  40 40 35.64787(N)    074 08 01.41426(W) AD(       ) 4
 KV4751  NAD 83(1986)-  40 40 35.64615(N)    074 08 01.41525(W) AD(       ) 4
 KV4751  NAD 27      -  40 40 35.27700(N)    074 08 02.90000(W) AD(       ) 3
 KV4751
 KV4751.Superseded values are not recommended for survey control.
 KV4751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4751.See file dsdata.txt to determine how the superseded data were derived.
 KV4751
 KV4751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7321003215(NAD 83)
 KV4751_MARKER: 14 = NAVIGATION LIGHT
 KV4751
 KV4751  HISTORY     - Date     Condition        Report By
 KV4751  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4751  HISTORY     - 1934     GOOD             CGS
 KV4751
 KV4751                          STATION DESCRIPTION
 KV4751
 KV4751'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4751'STATION IS A SMALL LIGHTED CHANNEL-BEACON IN NEWARK BAY,
 KV4751'APPROXIMATELY 1-1/2 MILES NORTHERLY OF THE CENTRAL RAILROAD
 KV4751'OF NEW JERSEY BRIDGE ON THE W SIDE OF THE CHANNEL, ERECTED
 KV4751'CENTRALLY AND SYMMETRICALLY OVER A CIRCULAR ROCK-FILL.  IT IS
 KV4751'THE USUAL 4-SIDED TANK (WHITE) SECURED TO A SQUARE, CONCRETE
 KV4751'BASE (BLACK).
 KV4751'
 KV4751'THE STATION IS THE LIGHT-APEX, APPROXIMATELY 25 FEET ABOVE
 KV4751'HIGH WATER.
 KV4751
 KV4751                          STATION RECOVERY (1934)
 KV4751
 KV4751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4751'STATION RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4767 ***********************************************************************
 KV4767  DESIGNATION -  NEWARK BAY BEACON 3
 KV4767  PID         -  KV4767
 KV4767  STATE/COUNTY-  NJ/ESSEX
 KV4767  USGS QUAD   -  ELIZABETH (1995)
 KV4767
 KV4767                         *CURRENT SURVEY CONTROL
 KV4767  ___________________________________________________________________
 KV4767* NAD 83(1996)-  40 41 10.99765(N)    074 07 45.86780(W)     ADJUSTED  
 KV4767* NAVD 88     -                                                        
 KV4767  ___________________________________________________________________
 KV4767  LAPLACE CORR-           5.89  (seconds)                    DEFLEC99
 KV4767  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KV4767
 KV4767  HORZ ORDER  -  THIRD
 KV4767
 KV4767.The horizontal coordinates were established by classical geodetic methods
 KV4767.and adjusted by the National Geodetic Survey in September 1999..
 KV4767
 KV4767
 KV4767.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4767
 KV4767.The geoid height was determined by GEOID03.
 KV4767
 KV4767;                    North         East     Units Scale Factor Converg.
 KV4767;SPC NJ       -   205,790.227   181,324.070   MT  0.99991207   +0 14 29.8
 KV4767;SPC NJ       -   675,163.44    594,894.05   sFT  0.99991207   +0 14 29.8
 KV4767;SPC NY L     -    57,720.909   289,060.830   MT  0.99999896   -0 05 04.7
 KV4767;SPC NY L     -   189,372.68    948,360.41   sFT  0.99999896   -0 05 04.7
 KV4767;UTM  18      - 4,504,308.500   573,564.517   MT  0.99966661   +0 34 03.3
 KV4767
 KV4767                          SUPERSEDED SURVEY CONTROL
 KV4767
 KV4767  NAD 83(1996)-  40 41 10.99755(N)    074 07 45.86787(W) AD(       ) 4
 KV4767  NAD 83(1986)-  40 41 10.99510(N)    074 07 45.86910(W) AD(       ) 4
 KV4767  NAD 27      -  40 41 10.62600(N)    074 07 47.35400(W) AD(       ) 3
 KV4767
 KV4767.Superseded values are not recommended for survey control.
 KV4767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4767.See file dsdata.txt to determine how the superseded data were derived.
 KV4767
 KV4767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7356504308(NAD 83)
 KV4767_MARKER: 14 = NAVIGATION LIGHT
 KV4767
 KV4767  HISTORY     - Date     Condition        Report By
 KV4767  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4767  HISTORY     - 1934     GOOD             CGS
 KV4767
 KV4767                          STATION DESCRIPTION
 KV4767
 KV4767'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4767'STATION IS A SMALL, LIGHTED, CHANNEL-BEACON IN NEWARK BAY, AT
 KV4767'THE ENTRANCE TO THE PORT OF NEWARK, APPROXIMATELY 1 MILE
 KV4767'SOUTHWARD OF THE PENNSYLVANIA-LEHIGH RAILROAD BRIDGE, ON THE
 KV4767'W SIDE OF THE MAIN CHANNEL, ERECTED CENTRALLY AND SYMMETRICALLY
 KV4767'OVER A CIRCULAR ROCK-FILL.  IT IS THE USUAL 4-SIDED LATTICE
 KV4767'STRUCTURE (BLACK) SURMOUNTING A 4-SIDED TANK (WHITE) SECURED
 KV4767'TO A SQUARE CONCRETE BASE (BLACK).
 KV4767'
 KV4767'THE STATION IS THE LIGHT-APEX, APPROXIMATELY 25 FEET ABOVE
 KV4767'HIGH WATER.
 KV4767
 KV4767                          STATION RECOVERY (1934)
 KV4767
 KV4767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4767'STATION RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4330 ***********************************************************************
 KV4330  DESIGNATION -  NEWARK BAY BEACON 4
 KV4330  PID         -  KV4330
 KV4330  STATE/COUNTY-  NJ/ESSEX
 KV4330  USGS QUAD   -  JERSEY CITY (1981)
 KV4330
 KV4330                         *CURRENT SURVEY CONTROL
 KV4330  ___________________________________________________________________
 KV4330* NAD 83(1996)-  40 41 35.66808(N)    074 07 19.13343(W)     ADJUSTED  
 KV4330* NAVD 88     -                                                        
 KV4330  ___________________________________________________________________
 KV4330  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 KV4330  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KV4330
 KV4330  HORZ ORDER  -  THIRD
 KV4330
 KV4330.The horizontal coordinates were established by classical geodetic methods
 KV4330.and adjusted by the National Geodetic Survey in September 1999..
 KV4330
 KV4330
 KV4330.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4330
 KV4330.The geoid height was determined by GEOID03.
 KV4330
 KV4330;                    North         East     Units Scale Factor Converg.
 KV4330;SPC NJ       -   206,553.827   181,948.494   MT  0.99991256   +0 14 47.3
 KV4330;SPC NJ       -   677,668.68    596,942.68   sFT  0.99991256   +0 14 47.3
 KV4330;SPC NY L     -    58,481.007   289,689.646   MT  0.99999863   -0 04 47.2
 KV4330;SPC NY L     -   191,866.44    950,423.45   sFT  0.99999863   -0 04 47.2
 KV4330;UTM  18      - 4,505,075.452   574,184.434   MT  0.99966774   +0 34 21.0
 KV4330
 KV4330                          SUPERSEDED SURVEY CONTROL
 KV4330
 KV4330  NAD 83(1996)-  40 41 35.66798(N)    074 07 19.13352(W) AD(       ) 4
 KV4330  NAD 83(1996)-  40 41 35.66662(N)    074 07 19.13529(W) AD(       ) 4
 KV4330  NAD 83(1992)-  40 41 35.66599(N)    074 07 19.13561(W) AD(       ) 4
 KV4330  NAD 83(1986)-  40 41 35.66483(N)    074 07 19.13554(W) AD(       ) 4
 KV4330  NAD 27      -  40 41 35.29600(N)    074 07 20.62100(W) AD(       ) 3
 KV4330
 KV4330.Superseded values are not recommended for survey control.
 KV4330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4330.See file dsdata.txt to determine how the superseded data were derived.
 KV4330
 KV4330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7418405075(NAD 83)
 KV4330_MARKER: 14 = NAVIGATION LIGHT
 KV4330
 KV4330  HISTORY     - Date     Condition        Report By
 KV4330  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4330  HISTORY     - 1934     GOOD             CGS
 KV4330
 KV4330                          STATION DESCRIPTION
 KV4330
 KV4330'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4330'STATION IS A SMALL, LIGHTED, CHANNEL-BEACON IN NEWARK BAY,
 KV4330'APPROXIMATELY 1/2 MILE S OF THE PENNSYLVANIA-LEHIGH VALLEY RAILROAD
 KV4330'BRIDGE ON THE E SIDE OF THE CHANNEL, ERECTED CENTRALLY AND
 KV4330'SYMMETRICALLY OVER A CIRCULAR ROCK-FILL.  IT IS THE USUAL 4-SIDED
 KV4330'LATTICE STRUCTURE (RED) SURMOUNTING A 4-SIDED TANK (WHITE)
 KV4330'SECURED TO A SQUARE CONCRETE BASE (RED).
 KV4330'
 KV4330'THE STATION IS THE LIGHT-APEX, APPROXIMATELY 25 FEET ABOVE
 KV4330'HIGH WATER.
 KV4330
 KV4330                          STATION RECOVERY (1934)
 KV4330
 KV4330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4330'STATION RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4294 ***********************************************************************
 KV4294  DESIGNATION -  NEWARK BAY BEACON 5
 KV4294  PID         -  KV4294
 KV4294  STATE/COUNTY-  NJ/ESSEX
 KV4294  USGS QUAD   -  JERSEY CITY (1981)
 KV4294
 KV4294                         *CURRENT SURVEY CONTROL
 KV4294  ___________________________________________________________________
 KV4294* NAD 83(1996)-  40 42 27.82715(N)    074 07 08.26144(W)     ADJUSTED  
 KV4294* NAVD 88     -                                                        
 KV4294  ___________________________________________________________________
 KV4294  LAPLACE CORR-           6.08  (seconds)                    DEFLEC99
 KV4294  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV4294
 KV4294  HORZ ORDER  -  THIRD
 KV4294
 KV4294.The horizontal coordinates were established by classical geodetic methods
 KV4294.and adjusted by the National Geodetic Survey in September 1999..
 KV4294
 KV4294
 KV4294.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4294
 KV4294.The geoid height was determined by GEOID03.
 KV4294
 KV4294;                    North         East     Units Scale Factor Converg.
 KV4294;SPC NJ       -   208,163.709   182,196.755   MT  0.99991276   +0 14 54.7
 KV4294;SPC NJ       -   682,950.44    597,757.19   sFT  0.99991276   +0 14 54.7
 KV4294;SPC NY L     -    60,089.587   289,947.093   MT  0.99999797   -0 04 40.1
 KV4294;SPC NY L     -   197,143.92    951,268.09   sFT  0.99999797   -0 04 40.1
 KV4294;UTM  18      - 4,506,686.327   574,423.470   MT  0.99966817   +0 34 28.7
 KV4294
 KV4294                          SUPERSEDED SURVEY CONTROL
 KV4294
 KV4294  NAD 83(1996)-  40 42 27.82706(N)    074 07 08.26158(W) AD(       ) 4
 KV4294  NAD 83(1996)-  40 42 27.82553(N)    074 07 08.26299(W) AD(       ) 4
 KV4294  NAD 83(1992)-  40 42 27.82490(N)    074 07 08.26401(W) AD(       ) 4
 KV4294  NAD 83(1986)-  40 42 27.82396(N)    074 07 08.26613(W) AD(       ) 4
 KV4294  NAD 27      -  40 42 27.45600(N)    074 07 09.74900(W) AD(       ) 3
 KV4294
 KV4294.Superseded values are not recommended for survey control.
 KV4294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4294.See file dsdata.txt to determine how the superseded data were derived.
 KV4294
 KV4294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7442306686(NAD 83)
 KV4294_MARKER: 14 = NAVIGATION LIGHT
 KV4294
 KV4294  HISTORY     - Date     Condition        Report By
 KV4294  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4294  HISTORY     - 1934     GOOD             CGS
 KV4294
 KV4294                          STATION DESCRIPTION
 KV4294
 KV4294'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4294'STATION IS A SMALL, LIGHTED CHANNEL-BEACON, ON THE W SIDE AND
 KV4294'NEAR THE HEAD OF NEWARK BAY, APPROXIMATELY 1/2 MILE N OF THE
 KV4294'PENNSYLVANIA-LEHIGH VALLEY RAILROAD BRIDGE AT THE JUNCTION OF
 KV4294'THE HACKENSACK AND PASSAIC RIVERS CHANNELS, ERECTED CENTRALLY AND
 KV4294'SYMMETRICALLY OVER A CIRCULAR ROCK-FILL.  IT IS THE USUAL
 KV4294'4-SIDED, LATTICE STRUCTURE SURMOUNTING A 4-SIDED TANK (WHITE)
 KV4294'SECURED TO A SQUARE CONCRETE BASE (RED).
 KV4294'
 KV4294'THE STATION IS THE LIGHT APEX, APPROXIMATELY 25 FEET ABOVE HIGH
 KV4294'WATER.
 KV4294
 KV4294                          STATION RECOVERY (1934)
 KV4294
 KV4294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4294'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4290 ***********************************************************************
 KV4290  DESIGNATION -  NEWARK BAY CHAMBERL FLY CHIM
 KV4290  PID         -  KV4290
 KV4290  STATE/COUNTY-  NJ/HUDSON
 KV4290  USGS QUAD   -  JERSEY CITY (1981)
 KV4290
 KV4290                         *CURRENT SURVEY CONTROL
 KV4290  ___________________________________________________________________
 KV4290* NAD 83(1996)-  40 42 08.31546(N)    074 05 53.56911(W)     ADJUSTED  
 KV4290* NAVD 88     -                                                        
 KV4290  ___________________________________________________________________
 KV4290  LAPLACE CORR-           5.79  (seconds)                    DEFLEC99
 KV4290  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV4290
 KV4290  HORZ ORDER  -  THIRD
 KV4290
 KV4290.The horizontal coordinates were established by classical geodetic methods
 KV4290.and adjusted by the National Geodetic Survey in September 1999..
 KV4290
 KV4290
 KV4290.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4290
 KV4290.The geoid height was determined by GEOID03.
 KV4290
 KV4290;                    North         East     Units Scale Factor Converg.
 KV4290;SPC NJ       -   207,569.706   183,952.652   MT  0.99991418   +0 15 43.3
 KV4290;SPC NJ       -   681,001.61    603,517.99   sFT  0.99991418   +0 15 43.3
 KV4290;SPC NY L     -    59,485.543   291,699.728   MT  0.99999821   -0 03 51.3
 KV4290;SPC NY L     -   195,162.15    957,018.19   sFT  0.99999821   -0 03 51.3
 KV4290;UTM  18      - 4,506,102.470   576,182.291   MT  0.99967143   +0 35 17.2
 KV4290
 KV4290                          SUPERSEDED SURVEY CONTROL
 KV4290
 KV4290  NAD 83(1996)-  40 42 08.31538(N)    074 05 53.56922(W) AD(       ) 4
 KV4290  NAD 83(1996)-  40 42 08.31416(N)    074 05 53.57077(W) AD(       ) 4
 KV4290  NAD 83(1992)-  40 42 08.31357(N)    074 05 53.57174(W) AD(       ) 4
 KV4290  NAD 83(1986)-  40 42 08.31364(N)    074 05 53.57249(W) AD(       ) 4
 KV4290  NAD 27      -  40 42 07.94600(N)    074 05 55.05600(W) AD(       ) 3
 KV4290
 KV4290.Superseded values are not recommended for survey control.
 KV4290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4290.See file dsdata.txt to determine how the superseded data were derived.
 KV4290
 KV4290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7618206102(NAD 83)
 KV4290_MARKER: 85 = CHIMNEY
 KV4290
 KV4290  HISTORY     - Date     Condition        Report By
 KV4290  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4290  HISTORY     - 1935     GOOD             CGS
 KV4290
 KV4290                          STATION DESCRIPTION
 KV4290
 KV4290'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4290'THE FAIRLY PROMINENT CHIMNEY, ON THE E SIDE OF NEWARK BAY,
 KV4290'APPROXIMATELY 3/4 MILE NE OF THE PENNSYLVANIA-LEHIGH VALLEY
 KV4290'RAILROAD BRIDGE AT THE W END OF GREENVILLE AVENUE BETWEEN
 KV4290'LINDEN AND LEMBECK AVENUES IN THE PLANT OF THE CHAMBERLAIN FLYING
 KV4290'SERVICE, RISING IN THE COURTYARD OF THE MAIN BUILDING.  IT IS AN
 KV4290'OCTAGONAL, RED BRICK CHIMNEY.
 KV4290'
 KV4290'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 100 FEET ABOVE THE
 KV4290'GROUND.
 KV4290
 KV4290                          STATION RECOVERY (1935)
 KV4290
 KV4290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 KV4290'STATION RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED, WITH
 KV4290'THE FOLLOWING EXCEPTION--
 KV4290'
 KV4290'THE PLANT IS NOW OPERATED BY THE WILSON AND BENNETT MANUFACTURING
 KV4290'COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6489 ***********************************************************************
 KV6489  DESIGNATION -  NEWARK BAY CNJ BR E FENDER LT
 KV6489  PID         -  KV6489
 KV6489  STATE/COUNTY-  NJ/HUDSON
 KV6489  USGS QUAD   -  ELIZABETH (1995)
 KV6489
 KV6489                         *CURRENT SURVEY CONTROL
 KV6489  ___________________________________________________________________
 KV6489* NAD 83(1996)-  40 39 17.35518(N)    074 08 38.59497(W)     ADJUSTED  
 KV6489* NAVD 88     -         9.9    (meters)      32.     (feet)  VERTCON   
 KV6489  ___________________________________________________________________
 KV6489  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 KV6489  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KV6489
 KV6489  HORZ ORDER  -  THIRD
 KV6489
 KV6489.The horizontal coordinates were established by classical geodetic methods
 KV6489.and adjusted by the National Geodetic Survey in September 1999..
 KV6489
 KV6489.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6489
 KV6489.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6489
 KV6489.The geoid height was determined by GEOID03.
 KV6489
 KV6489;                    North         East     Units Scale Factor Converg.
 KV6489;SPC NJ       -   202,279.973   180,100.278   MT  0.99991115   +0 13 54.8
 KV6489;SPC NJ       -   663,646.88    590,879.00   sFT  0.99991115   +0 13 54.8
 KV6489;SPC NY L     -    54,217.370   287,816.965   MT  1.00000068   -0 05 39.2
 KV6489;SPC NY L     -   177,878.15    944,279.49   sFT  1.00000068   -0 05 39.2
 KV6489;SPC NY E     -   202,279.973   180,100.278   MT  0.99991115   +0 13 54.8
 KV6489;SPC NY E     -   663,646.88    590,879.00   sFT  0.99991115   +0 13 54.8
 KV6489;UTM  18      - 4,500,792.208   572,361.006   MT  0.99966445   +0 33 27.6
 KV6489
 KV6489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6489!SPC NJ       -   1.00000350  x   0.99991115  =   0.99991465
 KV6489!SPC NY L     -   1.00000350  x   1.00000068  =   1.00000418
 KV6489!SPC NY E     -   1.00000350  x   0.99991115  =   0.99991465
 KV6489!UTM  18      -   1.00000350  x   0.99966445  =   0.99966795
 KV6489
 KV6489                          SUPERSEDED SURVEY CONTROL
 KV6489
 KV6489  NAD 83(1996)-  40 39 17.35518(N)    074 08 38.59497(W) AD(       ) 4
 KV6489  NAD 83(1986)-  40 39 17.35543(N)    074 08 38.59549(W) AD(       ) 4
 KV6489  NGVD 29 (09/24/91)   10.2    (m)           33.     (f) VERT ANG       
 KV6489
 KV6489.Superseded values are not recommended for survey control.
 KV6489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6489.See file dsdata.txt to determine how the superseded data were derived.
 KV6489
 KV6489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7236100792(NAD 83)
 KV6489_MARKER: 14 = NAVIGATION LIGHT
 KV6489_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6489
 KV6489  HISTORY     - Date     Condition        Report By
 KV6489  HISTORY     - 1985     FIRST OBSERVED   B+OINC
 KV6489
 KV6489                          STATION DESCRIPTION
 KV6489
 KV6489'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6489'PUBLISHED IN COAST GUARD LIGHT LIST AS LIGHT NO. 1828-89.
 KV6489'
 KV6489'STATION IS LOCATED ON THE TOP OF A PIER OF AN ABANDONED RAILROAD
 KV6489'TRACK THAT CROSSES NEWARK BAY.  THE PIER IS ON THE EAST SIDE OF THE
 KV6489'SOUTH REACH CHANNEL.  THE STATION IS THE CENTER OF THE RED NAVIGATION
 KV6489'LIGHT THAT IS MOUNTED ON THE TOP OF A LARGE BATTERY BOX.  THIS BOX
 KV6489'IS NOT FASTENED DOWN AND CAN BE MOVED AROUND.  THE AID IS SETTING ON
 KV6489'THE NORTH END OF THE PIER.  THERE IS NO LADDER TO THE TOP OF THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6490 ***********************************************************************
 KV6490  DESIGNATION -  NEWARK BAY CNJ BR W FENDER LT
 KV6490  PID         -  KV6490
 KV6490  STATE/COUNTY-  NJ/HUDSON
 KV6490  USGS QUAD   -  ELIZABETH (1995)
 KV6490
 KV6490                         *CURRENT SURVEY CONTROL
 KV6490  ___________________________________________________________________
 KV6490* NAD 83(1996)-  40 39 16.84367(N)    074 08 49.10677(W)     ADJUSTED  
 KV6490* NAVD 88     -        10.     (meters)      33.     (feet)  VERTCON   
 KV6490  ___________________________________________________________________
 KV6490  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 KV6490  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV6490
 KV6490  HORZ ORDER  -  THIRD
 KV6490
 KV6490.The horizontal coordinates were established by classical geodetic methods
 KV6490.and adjusted by the National Geodetic Survey in September 1999..
 KV6490
 KV6490.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6490
 KV6490.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6490
 KV6490.The geoid height was determined by GEOID03.
 KV6490
 KV6490;                    North         East     Units Scale Factor Converg.
 KV6490;SPC NJ       -   202,263.201   179,853.418   MT  0.99991097   +0 13 48.0
 KV6490;SPC NJ       -   663,591.85    590,069.09   sFT  0.99991097   +0 13 48.0
 KV6490;SPC NY L     -    54,202.002   287,569.992   MT  1.00000069   -0 05 46.1
 KV6490;SPC NY L     -   177,827.73    943,469.22   sFT  1.00000069   -0 05 46.1
 KV6490;SPC NY E     -   202,263.201   179,853.418   MT  0.99991097   +0 13 48.0
 KV6490;SPC NY E     -   663,591.85    590,069.09   sFT  0.99991097   +0 13 48.0
 KV6490;UTM  18      - 4,500,774.037   572,114.307   MT  0.99966401   +0 33 20.8
 KV6490
 KV6490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6490!SPC NJ       -   1.00000348  x   0.99991097  =   0.99991445
 KV6490!SPC NY L     -   1.00000348  x   1.00000069  =   1.00000417
 KV6490!SPC NY E     -   1.00000348  x   0.99991097  =   0.99991445
 KV6490!UTM  18      -   1.00000348  x   0.99966401  =   0.99966749
 KV6490
 KV6490                          SUPERSEDED SURVEY CONTROL
 KV6490
 KV6490  NAD 83(1996)-  40 39 16.84367(N)    074 08 49.10677(W) AD(       ) 4
 KV6490  NAD 83(1986)-  40 39 16.84395(N)    074 08 49.10728(W) AD(       ) 4
 KV6490  NGVD 29 (09/24/91)   10.     (m)           33.     (f) VERT ANG       
 KV6490
 KV6490.Superseded values are not recommended for survey control.
 KV6490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6490.See file dsdata.txt to determine how the superseded data were derived.
 KV6490
 KV6490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7211400774(NAD 83)
 KV6490_MARKER: 14 = NAVIGATION LIGHT
 KV6490_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6490
 KV6490  HISTORY     - Date     Condition        Report By
 KV6490  HISTORY     - 1985     FIRST OBSERVED   B+OINC
 KV6490
 KV6490                          STATION DESCRIPTION
 KV6490
 KV6490'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6490'PUBLISHED IN COAST GUARD LIGHT LIST AS LIGHT NO. 1828-90.
 KV6490'
 KV6490'STATION IS LOCATED ON THE TOP OF A PIER OF AN ABANDONED RAILROAD
 KV6490'TRACK THAT CROSSES NEWARK BAY.  THE STATION IS ON THE WEST SIDE OF
 KV6490'THE SOUTH REACH CHANNEL.  THE STATION IS THE CENTER OF THE GREEN
 KV6490'NAVIGATION LIGHT THAT IS MOUNTED ON THE TOP OF A LARGE BATTERY BOX.
 KV6490'THIS BOX IS NOT FASTENED DOWN AND CAN BE MOVED AROUND.  THE AID
 KV6490'IS SETTING AT THE SOUTH END OF THE PIER.  A STEEL LADDER IS LOCATED
 KV6490'AT THE SE CORNER OF THE PIER.  EXTREME CAUTION MUST BE TAKEN WHEN
 KV6490'CLIMBING AS THE LADDER IS IN BAD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4737 ***********************************************************************
 KV4737  DESIGNATION -  NEWARK BAY ELECTRO DYNAMIC TK
 KV4737  PID         -  KV4737
 KV4737  STATE/COUNTY-  NJ/HUDSON
 KV4737  USGS QUAD   -  ELIZABETH (1995)
 KV4737
 KV4737                         *CURRENT SURVEY CONTROL
 KV4737  ___________________________________________________________________
 KV4737* NAD 83(1996)-  40 39 17.51172(N)    074 08 11.75969(W)     ADJUSTED  
 KV4737* NAVD 88     -                                                        
 KV4737  ___________________________________________________________________
 KV4737  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 KV4737  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KV4737
 KV4737  HORZ ORDER  -  THIRD
 KV4737
 KV4737.The horizontal coordinates were established by classical geodetic methods
 KV4737.and adjusted by the National Geodetic Survey in September 1999..
 KV4737
 KV4737
 KV4737.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4737
 KV4737.The geoid height was determined by GEOID03.
 KV4737
 KV4737;                    North         East     Units Scale Factor Converg.
 KV4737;SPC NJ       -   202,287.379   180,730.622   MT  0.99991162   +0 14 12.3
 KV4737;SPC NJ       -   663,671.18    592,947.05   sFT  0.99991162   +0 14 12.3
 KV4737;SPC NY L     -    54,221.189   288,447.397   MT  1.00000068   -0 05 21.7
 KV4737;SPC NY L     -   177,890.68    946,347.83   sFT  1.00000068   -0 05 21.7
 KV4737;UTM  18      - 4,500,803.195   572,991.142   MT  0.99966558   +0 33 45.1
 KV4737
 KV4737                          SUPERSEDED SURVEY CONTROL
 KV4737
 KV4737  NAD 83(1996)-  40 39 17.51167(N)    074 08 11.75971(W) AD(       ) 4
 KV4737  NAD 83(1986)-  40 39 17.51064(N)    074 08 11.75956(W) AD(       ) 4
 KV4737  NAD 27      -  40 39 17.13800(N)    074 08 13.24300(W) AD(       ) 3
 KV4737
 KV4737.Superseded values are not recommended for survey control.
 KV4737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4737.See file dsdata.txt to determine how the superseded data were derived.
 KV4737
 KV4737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7299100803(NAD 83)
 KV4737_MARKER: 53 = ELEVATED TANK
 KV4737
 KV4737  HISTORY     - Date     Condition        Report By
 KV4737  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4737  HISTORY     - 1934     GOOD             CGS
 KV4737
 KV4737                          STATION DESCRIPTION
 KV4737
 KV4737'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4737'STATION IS THE PROMINENT WATER TANK ON THE E SIDE OF NEWARK
 KV4737'BAY JUST N OF THE CENTRAL RAILROAD OF NEW JERSEY TRACKS
 KV4737'APPROXIMATELY 75 YARDS NW OF HUDSON BOULEVARD IN THE PLANT OF
 KV4737'THE ELECTRO-DYNAMIC COMPANY, ON THE NW END OF THE MAIN BUILDING.
 KV4737'IT IS AN ORDINARY-TYPE, CONICAL-TOP, BLACK, STEEL WATER TANK
 KV4737'SUPPORTED BY A STEEL SPIDER STRUCTURE, AND HAVING ELECTRO
 KV4737'DYANAMIC COMPANY PAINTED IN WHITE ON TWO OF ITS SIDES.
 KV4737'
 KV4737'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 125 FEET
 KV4737'ABOVE GROUND.
 KV4737
 KV4737                          STATION RECOVERY (1934)
 KV4737
 KV4737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4737'STATION RECOVERED AS DESCRIBED, IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6491 ***********************************************************************
 KV6491  DESIGNATION -  NEWARK BAY LIGHT
 KV6491  PID         -  KV6491
 KV6491  STATE/COUNTY-  NJ/ESSEX
 KV6491  USGS QUAD   -  JERSEY CITY (1981)
 KV6491
 KV6491                         *CURRENT SURVEY CONTROL
 KV6491  ___________________________________________________________________
 KV6491* NAD 83(1996)-  40 42 27.82576(N)    074 07 08.26325(W)     ADJUSTED  
 KV6491* NAVD 88     -         6.9    (meters)      23.     (feet)  VERTCON   
 KV6491  ___________________________________________________________________
 KV6491  LAPLACE CORR-           6.08  (seconds)                    DEFLEC99
 KV6491  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV6491
 KV6491  HORZ ORDER  -  THIRD
 KV6491
 KV6491.The horizontal coordinates were established by classical geodetic methods
 KV6491.and adjusted by the National Geodetic Survey in September 1999..
 KV6491.No horizontal observational check was made to the station.
 KV6491
 KV6491.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6491
 KV6491.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6491
 KV6491.The geoid height was determined by GEOID03.
 KV6491
 KV6491;                    North         East     Units Scale Factor Converg.
 KV6491;SPC NJ       -   208,163.666   182,196.712   MT  0.99991276   +0 14 54.7
 KV6491;SPC NJ       -   682,950.29    597,757.05   sFT  0.99991276   +0 14 54.7
 KV6491;SPC NY L     -    60,089.544   289,947.051   MT  0.99999797   -0 04 40.1
 KV6491;SPC NY L     -   197,143.78    951,267.95   sFT  0.99999797   -0 04 40.1
 KV6491;SPC NY E     -   208,163.666   182,196.712   MT  0.99991276   +0 14 54.7
 KV6491;SPC NY E     -   682,950.29    597,757.05   sFT  0.99991276   +0 14 54.7
 KV6491;UTM  18      - 4,506,686.283   574,423.428   MT  0.99966817   +0 34 28.7
 KV6491
 KV6491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6491!SPC NJ       -   1.00000395  x   0.99991276  =   0.99991671
 KV6491!SPC NY L     -   1.00000395  x   0.99999797  =   1.00000192
 KV6491!SPC NY E     -   1.00000395  x   0.99991276  =   0.99991671
 KV6491!UTM  18      -   1.00000395  x   0.99966817  =   0.99967212
 KV6491
 KV6491                          SUPERSEDED SURVEY CONTROL
 KV6491
 KV6491  NAD 83(1996)-  40 42 27.82575(N)    074 07 08.26324(W) AD(       ) 4
 KV6491  NAD 83(1996)-  40 42 27.82582(N)    074 07 08.26302(W) AD(       ) 4
 KV6491  NAD 83(1992)-  40 42 27.82582(N)    074 07 08.26302(W) AD(       ) 4
 KV6491  NAD 83(1986)-  40 42 27.82583(N)    074 07 08.26317(W) AD(       ) 4
 KV6491  NGVD 29 (09/24/91)    7.3    (m)           24.     (f) VERT ANG       
 KV6491
 KV6491.Superseded values are not recommended for survey control.
 KV6491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6491.See file dsdata.txt to determine how the superseded data were derived.
 KV6491
 KV6491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7442306686(NAD 83)
 KV6491_MARKER: 14 = NAVIGATION LIGHT
 KV6491_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6491
 KV6491  HISTORY     - Date     Condition        Report By
 KV6491  HISTORY     - 1985     FIRST OBSERVED   B+OINC
 KV6491
 KV6491                          STATION DESCRIPTION
 KV6491
 KV6491'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6491'PUBLISHED IN COAST GUARD LIGHT LIST AS LIGHT NO. 1848.
 KV6491'
 KV6491'STATION IS LOCATED IN UPPER NEWARK BAY AT THE JUNCTION OF DROYERS
 KV6491'POINT REACH AND KEARNY POINT REACH WHICH IS ABOUT 0.5 MILE SOUTH OF
 KV6491'KEARNY POINT AND 0.5 MILE SW OF DROPERS POINT.
 KV6491'
 KV6491'STATION IS THE CENTER OF THE WHITE NAVIGATION LIGHT THAT IS MOUNTED
 KV6491'AT THE TOP OF A 20-FOOT SKELETON TOWER THAT SETS ON THE TOP OF A
 KV6491'SMALL WHITE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6492 ***********************************************************************
 KV6492  DESIGNATION -  NEWARK BAY LIGHT 15
 KV6492  PID         -  KV6492
 KV6492  STATE/COUNTY-  NJ/HUDSON
 KV6492  USGS QUAD   -  ELIZABETH (1995)
 KV6492
 KV6492                         *CURRENT SURVEY CONTROL
 KV6492  ___________________________________________________________________
 KV6492* NAD 83(1996)-  40 40 35.78308(N)    074 08 03.87787(W)     ADJUSTED  
 KV6492* NAVD 88     -         9.3    (meters)      31.     (feet)  VERTCON   
 KV6492  ___________________________________________________________________
 KV6492  LAPLACE CORR-           5.78  (seconds)                    DEFLEC99
 KV6492  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KV6492
 KV6492  HORZ ORDER  -  THIRD
 KV6492
 KV6492.The horizontal coordinates were established by classical geodetic methods
 KV6492.and adjusted by the National Geodetic Survey in September 1999..
 KV6492
 KV6492.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6492
 KV6492.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6492
 KV6492.The geoid height was determined by GEOID03.
 KV6492
 KV6492;                    North         East     Units Scale Factor Converg.
 KV6492;SPC NJ       -   204,702.312   180,905.728   MT  0.99991175   +0 14 17.8
 KV6492;SPC NJ       -   671,594.17    593,521.54   sFT  0.99991175   +0 14 17.8
 KV6492;SPC NY L     -    56,635.298   288,636.264   MT  0.99999946   -0 05 16.5
 KV6492;SPC NY L     -   185,810.97    946,967.48   sFT  0.99999946   -0 05 16.5
 KV6492;SPC NY E     -   204,702.312   180,905.728   MT  0.99991175   +0 14 17.8
 KV6492;SPC NY E     -   671,594.17    593,521.54   sFT  0.99991175   +0 14 17.8
 KV6492;UTM  18      - 4,503,218.490   573,152.473   MT  0.99966587   +0 33 51.1
 KV6492
 KV6492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6492!SPC NJ       -   1.00000359  x   0.99991175  =   0.99991534
 KV6492!SPC NY L     -   1.00000359  x   0.99999946  =   1.00000305
 KV6492!SPC NY E     -   1.00000359  x   0.99991175  =   0.99991534
 KV6492!UTM  18      -   1.00000359  x   0.99966587  =   0.99966946
 KV6492
 KV6492                          SUPERSEDED SURVEY CONTROL
 KV6492
 KV6492  NAD 83(1996)-  40 40 35.78307(N)    074 08 03.87786(W) AD(       ) 4
 KV6492  NAD 83(1986)-  40 40 35.78325(N)    074 08 03.87812(W) AD(       ) 4
 KV6492  NGVD 29 (09/24/91)    9.7    (m)           32.     (f) VERT ANG       
 KV6492
 KV6492.Superseded values are not recommended for survey control.
 KV6492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6492.See file dsdata.txt to determine how the superseded data were derived.
 KV6492
 KV6492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7315203218(NAD 83)
 KV6492_MARKER: 14 = NAVIGATION LIGHT
 KV6492_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6492
 KV6492  HISTORY     - Date     Condition        Report By
 KV6492  HISTORY     - 1985     FIRST OBSERVED   B+OINC
 KV6492
 KV6492                          STATION DESCRIPTION
 KV6492
 KV6492'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6492'PUBLISHED IN COAST GUARD LIGHT LIST AS LIGHT NO. 1835.
 KV6492'
 KV6492'STATION IS LOCATED IN NEWARK BAY AT THE JUNCTION OF ELIZABETH
 KV6492'CHANNEL AND MIDDLE REACH AND 0.5 MILE NORTHWEST OF VETERENS PARK IN
 KV6492'BAYONNE.  STATION IS THE CENTER OF THE WHITE NAVIGATION LIGHT THAT
 KV6492'IS MOUNTED ON THE TOP OF A 25-FOOT SKELETON TOWER THAT IS SUPPORTED
 KV6492'BY 4 STEEL PYLONS.  A SG MARKER IS ATTACHED TO THE TOWER WITH NO. 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4716 ***********************************************************************
 KV4716  DESIGNATION -  NEWARK BAY PALE CHIMNEY
 KV4716  PID         -  KV4716
 KV4716  STATE/COUNTY-  NJ/HUDSON
 KV4716  USGS QUAD   -  ELIZABETH (1995)
 KV4716
 KV4716                         *CURRENT SURVEY CONTROL
 KV4716  ___________________________________________________________________
 KV4716* NAD 83(1996)-  40 39 05.24542(N)    074 08 26.71275(W)     ADJUSTED  
 KV4716* NAVD 88     -                                                        
 KV4716  ___________________________________________________________________
 KV4716  LAPLACE CORR-           5.34  (seconds)                    DEFLEC99
 KV4716  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KV4716
 KV4716  HORZ ORDER  -  THIRD
 KV4716
 KV4716.The horizontal coordinates were established by classical geodetic methods
 KV4716.and adjusted by the National Geodetic Survey in September 1999..
 KV4716
 KV4716
 KV4716.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4716
 KV4716.The geoid height was determined by GEOID03.
 KV4716
 KV4716;                    North         East     Units Scale Factor Converg.
 KV4716;SPC NJ       -   201,907.601   180,380.918   MT  0.99991136   +0 14 02.5
 KV4716;SPC NJ       -   662,425.19    591,799.73   sFT  0.99991136   +0 14 02.5
 KV4716;SPC NY L     -    53,843.373   288,095.506   MT  1.00000088   -0 05 31.4
 KV4716;SPC NY L     -   176,651.13    945,193.34   sFT  1.00000088   -0 05 31.4
 KV4716;UTM  18      - 4,500,421.529   572,643.690   MT  0.99966495   +0 33 35.2
 KV4716
 KV4716                          SUPERSEDED SURVEY CONTROL
 KV4716
 KV4716  NAD 83(1996)-  40 39 05.24540(N)    074 08 26.71277(W) AD(       ) 4
 KV4716  NAD 83(1986)-  40 39 05.24420(N)    074 08 26.71251(W) AD(       ) 4
 KV4716  NAD 27      -  40 39 04.87100(N)    074 08 28.19600(W) AD(       ) 3
 KV4716
 KV4716.Superseded values are not recommended for survey control.
 KV4716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4716.See file dsdata.txt to determine how the superseded data were derived.
 KV4716
 KV4716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7264400422(NAD 83)
 KV4716_MARKER: 85 = CHIMNEY
 KV4716
 KV4716  HISTORY     - Date     Condition        Report By
 KV4716  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4716
 KV4716                          STATION DESCRIPTION
 KV4716
 KV4716'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4716'STATION IS THE FAIRLY PROMINENT CHIMNEY ON THE E SIDE OF NEWARK
 KV4716'BAY, APPROXIMATELY 1/4 MILE S OF THE CENTRAL RAILROAD OF NEW
 KV4716'JERSEY BRIDGE.  IT IS AN ORDINARY TYPE, ROUND, BRICK CHIMNEY.
 KV4716'
 KV4716'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 150 FEET ABOVE
 KV4716'GROUND.
 KV4716'
 KV4716'IT WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4762 ***********************************************************************
 KV4762  DESIGNATION -  NEWARK BAY PASSAIC LH OLD TWR
 KV4762  PID         -  KV4762
 KV4762  STATE/COUNTY-  NJ/ESSEX
 KV4762  USGS QUAD   -  ELIZABETH (1995)
 KV4762
 KV4762                         *CURRENT SURVEY CONTROL
 KV4762  ___________________________________________________________________
 KV4762* NAD 83(1996)-  40 41 46.32325(N)    074 07 36.85121(W)     ADJUSTED  
 KV4762* NAVD 88     -                                                        
 KV4762  ___________________________________________________________________
 KV4762  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 KV4762  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KV4762
 KV4762  HORZ ORDER  -  THIRD
 KV4762
 KV4762.The horizontal coordinates were established by classical geodetic methods
 KV4762.and adjusted by the National Geodetic Survey in September 1999..
 KV4762
 KV4762
 KV4762.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4762
 KV4762.The geoid height was determined by GEOID03.
 KV4762
 KV4762;                    North         East     Units Scale Factor Converg.
 KV4762;SPC NJ       -   206,880.694   181,531.145   MT  0.99991223   +0 14 35.8
 KV4762;SPC NJ       -   678,741.08    595,573.43   sFT  0.99991223   +0 14 35.8
 KV4762;SPC NY L     -    58,810.273   289,274.130   MT  0.99999849   -0 04 58.8
 KV4762;SPC NY L     -   192,946.70    949,060.21   sFT  0.99999849   -0 04 58.8
 KV4762;UTM  18      - 4,505,399.859   573,765.334   MT  0.99966697   +0 34 09.6
 KV4762
 KV4762                          SUPERSEDED SURVEY CONTROL
 KV4762
 KV4762  NAD 83(1996)-  40 41 46.32314(N)    074 07 36.85129(W) AD(       ) 4
 KV4762  NAD 83(1986)-  40 41 46.32020(N)    074 07 36.85378(W) AD(       ) 4
 KV4762  NAD 27      -  40 41 45.95400(N)    074 07 38.33600(W) AD(       ) 3
 KV4762
 KV4762.Superseded values are not recommended for survey control.
 KV4762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4762.See file dsdata.txt to determine how the superseded data were derived.
 KV4762
 KV4762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7376505400(NAD 83)
 KV4762_MARKER: 13 = LIGHTHOUSE
 KV4762
 KV4762  HISTORY     - Date     Condition        Report By
 KV4762  HISTORY     - 1887     FIRST OBSERVED   CGS
 KV4762  HISTORY     - 1913     GOOD             CGS
 KV4762  HISTORY     - 1931     POOR             CGS
 KV4762  HISTORY     - 1934     GOOD             CGS
 KV4762
 KV4762                          STATION DESCRIPTION
 KV4762
 KV4762'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 KV4762'STATION IS ON THE WESTERLY SIDE OF THE CHANNEL IN UPPER PART OF
 KV4762'NEWARK BAY, AND 0.4 MILE BELOW THE LEHIGH VALLEY RAILROAD
 KV4762'BRIDGE.  IT IS A WHITE WOODEN TOWER ATTACHED TO A DWELLING.  WAS
 KV4762'DISCONTINUED AS A LIGHT IN APRIL, 1914, BUT THE STRUCTURE
 KV4762'MAY STILL REMAIN.
 KV4762
 KV4762                          STATION RECOVERY (1931)
 KV4762
 KV4762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4762'STATION RECOVERED IN POOR CONDITION, NO DESCRIPTION
 KV4762'AVAILABLE.  RENAMED OLD TOWER.  THE LIGHT CUPOLA (THE APEX OF WHICH
 KV4762'WAS PRESUMABLY THE ORIGINAL STATION POINT) HAS LONG SINCE
 KV4762'BEEN REMOVED.
 KV4762'
 KV4762'THE OLD STONE TOWER, A FAIRLY PROMINENT NEWARK BAY LANDMARK,
 KV4762'IS LOCATED ON THE W SIDE OF THE BAY JUST E OF PORT NEWARK
 KV4762'TERMINAL.  IT IS AN ABANDONED SQUARE, GRAY, STONE TOWER, ONCE
 KV4762'A GOVERNMENT OPERATED LIGHTHOUSE.
 KV4762'
 KV4762'THE STATION IS THE TOP CENTER OF THE TOWER.
 KV4762'
 KV4762'STATION WAS NOT VISITED.
 KV4762
 KV4762                          STATION RECOVERY (1934)
 KV4762
 KV4762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4762'STATION RECOVERED FROM SHORE AS DESCRIBED, BY LIEUTENANT
 KV4762'R.W. WOODWORTH IN 1931.
 KV4762'
 KV4762'STATION WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4775 ***********************************************************************
 KV4775  DESIGNATION -  NEWARK BETH ISRAEL HOSP CUPOLA
 KV4775  PID         -  KV4775
 KV4775  STATE/COUNTY-  NJ/ESSEX
 KV4775  USGS QUAD   -  ELIZABETH (1995)
 KV4775
 KV4775                         *CURRENT SURVEY CONTROL
 KV4775  ___________________________________________________________________
 KV4775* NAD 83(1996)-  40 42 38.43199(N)    074 12 48.00035(W)     ADJUSTED  
 KV4775* NAVD 88     -                                                        
 KV4775  ___________________________________________________________________
 KV4775  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 KV4775  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV4775
 KV4775  HORZ ORDER  -  THIRD
 KV4775
 KV4775.The horizontal coordinates were established by classical geodetic methods
 KV4775.and adjusted by the National Geodetic Survey in September 1999..
 KV4775
 KV4775
 KV4775.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4775
 KV4775.The geoid height was determined by GEOID03.
 KV4775
 KV4775;                    North         East     Units Scale Factor Converg.
 KV4775;SPC NJ       -   208,460.497   174,221.495   MT  0.99990722   +0 11 13.1
 KV4775;SPC NJ       -   683,924.15    571,591.69   sFT  0.99990722   +0 11 13.1
 KV4775;SPC NY L     -    60,431.836   281,972.952   MT  0.99999785   -0 08 22.3
 KV4775;SPC NY L     -   198,266.78    925,106.26   sFT  0.99999785   -0 08 22.3
 KV4775;UTM  18      - 4,506,937.652   566,448.635   MT  0.99965435   +0 30 47.2
 KV4775
 KV4775                          SUPERSEDED SURVEY CONTROL
 KV4775
 KV4775  NAD 83(1996)-  40 42 38.43183(N)    074 12 48.00044(W) AD(       ) 4
 KV4775  NAD 83(1986)-  40 42 38.42921(N)    074 12 48.00448(W) AD(       ) 4
 KV4775  NAD 27      -  40 42 38.06900(N)    074 12 49.49500(W) AD(       ) 3
 KV4775
 KV4775.Superseded values are not recommended for survey control.
 KV4775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4775.See file dsdata.txt to determine how the superseded data were derived.
 KV4775
 KV4775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6644906938(NAD 83)
 KV4775_MARKER: 86 = CUPOLA
 KV4775
 KV4775  HISTORY     - Date     Condition        Report By
 KV4775  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4775  HISTORY     - 1934     GOOD             CGS
 KV4775  HISTORY     - 1956     GOOD             CGS
 KV4775  HISTORY     - 1979     GOOD             NGS
 KV4775
 KV4775                          STATION DESCRIPTION
 KV4775
 KV4775'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4775'THE LARGE CUPOLA IN NEWARK, ON THE BLOCK FORMED BY SCHUYLER AVENUE,
 KV4775'OSBORNE TERRACE, LYONS AVENUE, AND LEHIGH AVENUE, ATOP THE BETH
 KV4775'ISRAEL HOSPITAL (A LARGE AND OUTSTANDING 12-STORY, YELLOW BRICK
 KV4775'BUILDING).
 KV4775'
 KV4775'THE STATION IS THE CUPOLA-APEX.
 KV4775
 KV4775                          STATION RECOVERY (1934)
 KV4775
 KV4775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4775'RECOVERED AS DESCRIBED IN 1931 WITH THE FOLLOWING ADDITIONS--
 KV4775'
 KV4775'STATION IS A SQUARE TOWER, AT THE CENTER OF THE MAIN BUILDING,
 KV4775'(TOWER YELLOW BRICK, SAME AS THE MAIN BUILDING) SURMOUNTED BY A
 KV4775'TRUNCATED PYRAMIDAL ROOF COVERED WITH RED SPANISH TYPE TILE.
 KV4775
 KV4775                          STATION RECOVERY (1956)
 KV4775
 KV4775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 KV4775'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 KV4775
 KV4775                          STATION RECOVERY (1979)
 KV4775
 KV4775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JWB)
 KV4775'THE STATION WAS RECOVERED AS DESCRIBED IN BOOK 734 PG 21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4746 ***********************************************************************
 KV4746  DESIGNATION -  NEWARK CELLULOID CO W CHIM
 KV4746  PID         -  KV4746
 KV4746  STATE/COUNTY-  NJ/ESSEX
 KV4746  USGS QUAD   -  ELIZABETH (1995)
 KV4746
 KV4746                         *CURRENT SURVEY CONTROL
 KV4746  ___________________________________________________________________
 KV4746* NAD 83(1996)-  40 43 46.22267(N)    074 09 03.18610(W)     ADJUSTED  
 KV4746* NAVD 88     -                                                        
 KV4746  ___________________________________________________________________
 KV4746  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 KV4746  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV4746
 KV4746  HORZ ORDER  -  THIRD
 KV4746
 KV4746.The horizontal coordinates were established by classical geodetic methods
 KV4746.and adjusted by the National Geodetic Survey in September 1999..
 KV4746
 KV4746
 KV4746.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4746
 KV4746.The geoid height was determined by GEOID03.
 KV4746
 KV4746;                    North         East     Units Scale Factor Converg.
 KV4746;SPC NJ       -   210,570.515   179,489.684   MT  0.99991070   +0 13 40.1
 KV4746;SPC NJ       -   690,846.76    588,875.74   sFT  0.99991070   +0 13 40.1
 KV4746;SPC NY L     -    62,511.983   287,253.547   MT  0.99999711   -0 05 55.3
 KV4746;SPC NY L     -   205,091.40    942,431.01   sFT  0.99999711   -0 05 55.3
 KV4746;UTM  18      - 4,509,077.093   571,703.411   MT  0.99966328   +0 33 14.6
 KV4746
 KV4746                          SUPERSEDED SURVEY CONTROL
 KV4746
 KV4746  NAD 83(1996)-  40 43 46.22258(N)    074 09 03.18630(W) AD(       ) 4
 KV4746  NAD 83(1986)-  40 43 46.22105(N)    074 09 03.18979(W) AD(       ) 4
 KV4746  NAD 27      -  40 43 45.85700(N)    074 09 04.67100(W) AD(       ) 3
 KV4746
 KV4746.Superseded values are not recommended for survey control.
 KV4746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4746.See file dsdata.txt to determine how the superseded data were derived.
 KV4746
 KV4746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7170309077(NAD 83)
 KV4746_MARKER: 85 = CHIMNEY
 KV4746
 KV4746  HISTORY     - Date     Condition        Report By
 KV4746  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4746
 KV4746                          STATION DESCRIPTION
 KV4746
 KV4746'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4746'THE WESTERLY OF TWIN BUSHED-TOP CHIMNEYS APPROXIMATELY 1/4 MILE S
 KV4746'OF THE PASSAIC RIVER, IN NEWARK ON THE N SIDE OF AND AT 290 FERRY
 KV4746'STREET BETWEEN SOMME AND FILLMORE STREETS, IN THE PLANT OF THE
 KV4746'CELLULOID CORPORATION, RISING FROM THE ROOF OF THE POWER HOUSE.
 KV4746'IT IS A ROUND, RED BRICK CHIMNEY.
 KV4746'
 KV4746'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 175 FEET ABOVE
 KV4746'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4749 ***********************************************************************
 KV4749  DESIGNATION -  NEWARK CELLULOID CO E CHIM
 KV4749  PID         -  KV4749
 KV4749  STATE/COUNTY-  NJ/ESSEX
 KV4749  USGS QUAD   -  ELIZABETH (1995)
 KV4749
 KV4749                         *CURRENT SURVEY CONTROL
 KV4749  ___________________________________________________________________
 KV4749* NAD 83(1996)-  40 43 46.03247(N)    074 09 02.27940(W)     ADJUSTED  
 KV4749* NAVD 88     -                                                        
 KV4749  ___________________________________________________________________
 KV4749  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 KV4749  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV4749
 KV4749  HORZ ORDER  -  THIRD
 KV4749
 KV4749.The horizontal coordinates were established by classical geodetic methods
 KV4749.and adjusted by the National Geodetic Survey in September 1999..
 KV4749
 KV4749
 KV4749.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4749
 KV4749.The geoid height was determined by GEOID03.
 KV4749
 KV4749;                    North         East     Units Scale Factor Converg.
 KV4749;SPC NJ       -   210,564.733   179,510.982   MT  0.99991072   +0 13 40.7
 KV4749;SPC NJ       -   690,827.79    588,945.61   sFT  0.99991072   +0 13 40.7
 KV4749;SPC NY L     -    62,506.079   287,274.814   MT  0.99999711   -0 05 54.7
 KV4749;SPC NY L     -   205,072.03    942,500.79   sFT  0.99999711   -0 05 54.7
 KV4749;UTM  18      - 4,509,071.434   571,724.736   MT  0.99966332   +0 33 15.2
 KV4749
 KV4749                          SUPERSEDED SURVEY CONTROL
 KV4749
 KV4749  NAD 83(1996)-  40 43 46.03237(N)    074 09 02.27958(W) AD(       ) 4
 KV4749  NAD 83(1986)-  40 43 46.03083(N)    074 09 02.28303(W) AD(       ) 4
 KV4749  NAD 27      -  40 43 45.66500(N)    074 09 03.76300(W) AD(       ) 3
 KV4749
 KV4749.Superseded values are not recommended for survey control.
 KV4749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4749.See file dsdata.txt to determine how the superseded data were derived.
 KV4749
 KV4749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7172509071(NAD 83)
 KV4749_MARKER: 85 = CHIMNEY
 KV4749
 KV4749  HISTORY     - Date     Condition        Report By
 KV4749  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4749
 KV4749                          STATION DESCRIPTION
 KV4749
 KV4749'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4749'THE EASTERLY OF TWIN BUSHED-TOP CHIMNEYS APPROXIMATELY 1/4 MILE S OF
 KV4749'THE PASSAIC RIVER, IN NEWARK ON THE N SIDE OF AND AT 290 FERRY
 KV4749'STREET BETWEEN SOMME AND FILLMORE STREETS, IN THE PLANT OF THE
 KV4749'CELLULOID CORPORATION, RISING FROM THE ROOF OF THE POWER HOUSE.
 KV4749'IT IS A ROUND, RED BRICK CHIMNEY.
 KV4749'
 KV4749'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 175 FEET ABOVE
 KV4749'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4784 ***********************************************************************
 KV4784  DESIGNATION -  NEWARK ECC 1933
 KV4784  PID         -  KV4784
 KV4784  STATE/COUNTY-  NJ/ESSEX
 KV4784  USGS QUAD   -  ELIZABETH (1995)
 KV4784
 KV4784                         *CURRENT SURVEY CONTROL
 KV4784  ___________________________________________________________________
 KV4784* NAD 83(1996)-  40 44 13.09409(N)    074 10 12.15713(W)     ADJUSTED  
 KV4784* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 KV4784  ___________________________________________________________________
 KV4784  LAPLACE CORR-           5.58  (seconds)                    DEFLEC99
 KV4784  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KV4784
 KV4784  HORZ ORDER  -  THIRD
 KV4784
 KV4784.The horizontal coordinates were established by classical geodetic methods
 KV4784.and adjusted by the National Geodetic Survey in September 1999..
 KV4784
 KV4784.The orthometric height was scaled from a topographic map.
 KV4784
 KV4784.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4784
 KV4784.The geoid height was determined by GEOID03.
 KV4784
 KV4784;                    North         East     Units Scale Factor Converg.
 KV4784;SPC NJ       -   211,393.076   177,868.241   MT  0.99990956   +0 12 55.2
 KV4784;SPC NJ       -   693,545.45    583,556.05   sFT  0.99990956   +0 12 55.2
 KV4784;SPC NY L     -    63,343.843   285,636.678   MT  0.99999684   -0 06 40.4
 KV4784;SPC NY L     -   207,820.59    937,126.33   sFT  0.99999684   -0 06 40.4
 KV4784;UTM  18      - 4,509,890.205   570,077.714   MT  0.99966044   +0 32 29.9
 KV4784
 KV4784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4784!SPC NJ       -   1.00000339  x   0.99990956  =   0.99991295
 KV4784!SPC NY L     -   1.00000339  x   0.99999684  =   1.00000023
 KV4784!UTM  18      -   1.00000339  x   0.99966044  =   0.99966383
 KV4784
 KV4784:                Primary Azimuth Mark                     Grid Az
 KV4784:SPC NJ       -  LAFAYETTE                                145 00 27.4
 KV4784:SPC NY L     -  LAFAYETTE                                145 20 03.0
 KV4784:UTM  18      -  LAFAYETTE                                144 40 52.7
 KV4784
 KV4784|---------------------------------------------------------------------|
 KV4784| PID    Reference Object                     Distance      Geod. Az  |
 KV4784|                                                           dddmmss.s |
 KV4784| KV4741 LAFAYETTE                           APPROX. 1.0 KM 1451322.6 |
 KV4784| KV4782 NEWARK LEFCOURT NEWARK BLDG FP        7.803 METERS 30654     |
 KV4784|---------------------------------------------------------------------|
 KV4784
 KV4784                          SUPERSEDED SURVEY CONTROL
 KV4784
 KV4784  NAD 83(1996)-  40 44 13.09393(N)    074 10 12.15729(W) AD(       ) 3
 KV4784  NAD 83(1986)-  40 44 13.08943(N)    074 10 12.16082(W) AD(       ) 3
 KV4784  NAD 27      -  40 44 12.72600(N)    074 10 13.64100(W) AD(       ) 3
 KV4784
 KV4784.Superseded values are not recommended for survey control.
 KV4784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4784.See file dsdata.txt to determine how the superseded data were derived.
 KV4784
 KV4784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7007809890(NAD 83)
 KV4784_MARKER: DS = TRIANGULATION STATION DISK
 KV4784_SETTING: 0 = UNSPECIFIED SETTING
 KV4784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4784
 KV4784  HISTORY     - Date     Condition        Report By
 KV4784  HISTORY     - 1933     MONUMENTED       CGS
 KV4784
 KV4784                          STATION DESCRIPTION
 KV4784
 KV4784'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KV4784'STATION NEWARK IS ON TOP OF THE PENTHOUSE WHICH IS THE HIGHEST PART
 KV4784'OF THE LEFCOURT BUILDING, LOCATED AT BROACH AND COMMERCE
 KV4784'STREETS, NEWARK.  STATION IS MARKED BY A NAIL DRIVEN IN THE
 KV4784'TARRED ROOF 1.020 METERS IN FROM THE OUTSIDE EDGE OF THE TOP
 KV4784'OF THE PENTHOUSE AND ON LINE WITH NEWARK ECCENTRIC AND
 KV4784'REFERENCE MARK NO.1.
 KV4784'
 KV4784'NEWARK ECCENTRIC IS A STANDARD TRIANGULATION DISK STAMPED
 KV4784'NEWARK ECCENTRIC.  IT IS 1.710 M FROM STATION NEWARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4778 ***********************************************************************
 KV4778  DESIGNATION -  NEWARK GENERAL LEATHER CHIMNEY
 KV4778  PID         -  KV4778
 KV4778  STATE/COUNTY-  NJ/ESSEX
 KV4778  USGS QUAD   -  ELIZABETH (1995)
 KV4778
 KV4778                         *CURRENT SURVEY CONTROL
 KV4778  ___________________________________________________________________
 KV4778* NAD 83(1996)-  40 42 21.48596(N)    074 11 31.17838(W)     ADJUSTED  
 KV4778* NAVD 88     -                                                        
 KV4778  ___________________________________________________________________
 KV4778  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 KV4778  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV4778
 KV4778  HORZ ORDER  -  THIRD
 KV4778
 KV4778.The horizontal coordinates were established by classical geodetic methods
 KV4778.and adjusted by the National Geodetic Survey in September 1999..
 KV4778
 KV4778
 KV4778.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4778
 KV4778.The geoid height was determined by GEOID03.
 KV4778
 KV4778;                    North         East     Units Scale Factor Converg.
 KV4778;SPC NJ       -   207,943.922   176,026.377   MT  0.99990833   +0 12 03.2
 KV4778;SPC NJ       -   682,229.35    577,513.21   sFT  0.99990833   +0 12 03.2
 KV4778;SPC NY L     -    59,904.937   283,775.023   MT  0.99999805   -0 07 32.1
 KV4778;SPC NY L     -   196,538.11    931,018.55   sFT  0.99999805   -0 07 32.1
 KV4778;UTM  18      - 4,506,431.486   568,255.972   MT  0.99965734   +0 31 37.1
 KV4778
 KV4778                          SUPERSEDED SURVEY CONTROL
 KV4778
 KV4778  NAD 83(1996)-  40 42 21.48581(N)    074 11 31.17842(W) AD(       ) 4
 KV4778  NAD 83(1986)-  40 42 21.48389(N)    074 11 31.18164(W) AD(       ) 4
 KV4778  NAD 27      -  40 42 21.11700(N)    074 11 32.65800(W) AD(       ) 3
 KV4778
 KV4778.Superseded values are not recommended for survey control.
 KV4778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4778.See file dsdata.txt to determine how the superseded data were derived.
 KV4778
 KV4778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6825606431(NAD 83)
 KV4778_MARKER: 85 = CHIMNEY
 KV4778
 KV4778  HISTORY     - Date     Condition        Report By
 KV4778  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4778  HISTORY     - 1946     GOOD             CGS
 KV4778  HISTORY     - 19940818 MARK NOT FOUND   USPSQD
 KV4778
 KV4778                          STATION DESCRIPTION
 KV4778
 KV4778'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4778'THE CHIMNEY, IN THE WAVERLY SECTION OF NEWARK, JUST E OF
 KV4778'FRELINGHUYSEN AVENUE AND S OF VICTORY STREET, IN THE PLANT OF THE
 KV4778'GENERAL LEATHER COMPANY, RISING FROM THE BOILER HOUSE.  IT IS A
 KV4778'RED BRICK CHIMNEY WITH THE NAME GENERAL LEATHER ON ITS SIDE.
 KV4778'
 KV4778'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 150 FEET ABOVE
 KV4778'GROUND.
 KV4778
 KV4778                          STATION RECOVERY (1946)
 KV4778
 KV4778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAN)
 KV4778'STATION RECOVERED AS DESCRIBED.  CARE SHOULD BE TAKEN AS TO NOT
 KV4778'CONFUSE THIS CHIMNEY WITH TWO ADJACENT CHIMNEYS BOTH OF WHICH ARE
 KV4778'ON LEATHER CO. HOLDINGS.  CENTRAL LEATHER IS PAINTED ON THE
 KV4778'CHIMNEY TO BE USED.
 KV4778
 KV4778                          STATION RECOVERY (1994)
 KV4778
 KV4778'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4299 ***********************************************************************
 KV4299  DESIGNATION -  NEWARK GROSS CO STACK
 KV4299  PID         -  KV4299
 KV4299  STATE/COUNTY-  NJ/ESSEX
 KV4299  USGS QUAD   -  JERSEY CITY (1981)
 KV4299
 KV4299                         *CURRENT SURVEY CONTROL
 KV4299  ___________________________________________________________________
 KV4299* NAD 83(1996)-  40 42 37.04138(N)    074 07 25.71750(W)     ADJUSTED  
 KV4299* NAVD 88     -                                                        
 KV4299  ___________________________________________________________________
 KV4299  LAPLACE CORR-           6.13  (seconds)                    DEFLEC99
 KV4299  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KV4299
 KV4299  HORZ ORDER  -  THIRD
 KV4299
 KV4299.The horizontal coordinates were established by classical geodetic methods
 KV4299.and adjusted by the National Geodetic Survey in September 1999..
 KV4299
 KV4299
 KV4299.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4299
 KV4299.The geoid height was determined by GEOID03.
 KV4299
 KV4299;                    North         East     Units Scale Factor Converg.
 KV4299;SPC NJ       -   208,446.145   181,785.817   MT  0.99991243   +0 14 43.3
 KV4299;SPC NJ       -   683,877.06    596,408.97   sFT  0.99991243   +0 14 43.3
 KV4299;SPC NY L     -    60,374.383   289,537.736   MT  0.99999786   -0 04 51.5
 KV4299;SPC NY L     -   198,078.29    949,925.06   sFT  0.99999786   -0 04 51.5
 KV4299;UTM  18      - 4,506,966.350   574,011.033   MT  0.99966742   +0 34 17.4
 KV4299
 KV4299                          SUPERSEDED SURVEY CONTROL
 KV4299
 KV4299  NAD 83(1996)-  40 42 37.04127(N)    074 07 25.71763(W) AD(       ) 4
 KV4299  NAD 83(1996)-  40 42 37.03945(N)    074 07 25.71940(W) AD(       ) 4
 KV4299  NAD 83(1992)-  40 42 37.03899(N)    074 07 25.72013(W) AD(       ) 4
 KV4299  NAD 83(1986)-  40 42 37.03866(N)    074 07 25.72168(W) AD(       ) 4
 KV4299  NAD 27      -  40 42 36.67400(N)    074 07 27.19300(W) AD(       ) 3
 KV4299
 KV4299.Superseded values are not recommended for survey control.
 KV4299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4299.See file dsdata.txt to determine how the superseded data were derived.
 KV4299
 KV4299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7401106966(NAD 83)
 KV4299_MARKER: 63 = STACK
 KV4299
 KV4299  HISTORY     - Date     Condition        Report By
 KV4299  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4299  HISTORY     - 1932     GOOD             CGS
 KV4299  HISTORY     - 1934     GOOD             CGS
 KV4299
 KV4299                          STATION DESCRIPTION
 KV4299
 KV4299'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4299'STATION RECOVERED IN GOOD CONDITION NO DESCRIPTION AVAILABLE.
 KV4299'
 KV4299'THIS STATION IS ON THE W SIDE OF NEWARK BAY, NEWARK, ON THE
 KV4299'PROPERTY OF THE A. GROSS CANDLE WORKS, SITUATED AT 625 DOREMUS
 KV4299'AVENUE.  IT IS THE BLACK STEEL STACK, RISING FROM THE CENTER OF
 KV4299'TWO BUILDINGS.  IT IS THE TALLER OF TWO SIMILAR STACKS.
 KV4299'
 KV4299'THE STATION IS THE TOP CENTER OF THE STACK, APPROXIMATELY 90
 KV4299'FEET ABOVE GROUND.  NO REFERENCE MEASUREMENTS WERE TAKEN.
 KV4299
 KV4299                          STATION RECOVERY (1934)
 KV4299
 KV4299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4299'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE
 KV4299'FOLLOWING EXCEPTION--
 KV4299'
 KV4299'THE BLACK STEEL STACK RISES ON THE CENTER LINE OF TWO BUILDINGS
 KV4299'IN THE IMMEDIATE VICINITY AT A DISTANCE OF 2 METERS FROM THE
 KV4299'WESTERLY FACE OF THE EASTERLY OF THE TWO BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4759 ***********************************************************************
 KV4759  DESIGNATION -  NEWARK HENSLER BREWERY FLAG
 KV4759  PID         -  KV4759
 KV4759  STATE/COUNTY-  NJ/ESSEX
 KV4759  USGS QUAD   -  ELIZABETH (1995)
 KV4759
 KV4759                         *CURRENT SURVEY CONTROL
 KV4759  ___________________________________________________________________
 KV4759* NAD 83(1996)-  40 43 33.71652(N)    074 09 10.00498(W)     ADJUSTED  
 KV4759* NAVD 88     -                                                        
 KV4759  ___________________________________________________________________
 KV4759  LAPLACE CORR-           5.93  (seconds)                    DEFLEC99
 KV4759  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KV4759
 KV4759  HORZ ORDER  -  THIRD
 KV4759
 KV4759.The horizontal coordinates were established by classical geodetic methods
 KV4759.and adjusted by the National Geodetic Survey in September 1999..
 KV4759
 KV4759
 KV4759.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4759
 KV4759.The geoid height was determined by GEOID03.
 KV4759
 KV4759;                    North         East     Units Scale Factor Converg.
 KV4759;SPC NJ       -   210,184.142   179,331.212   MT  0.99991059   +0 13 35.6
 KV4759;SPC NJ       -   689,579.14    588,355.82   sFT  0.99991059   +0 13 35.6
 KV4759;SPC NY L     -    62,126.487   287,092.862   MT  0.99999723   -0 05 59.7
 KV4759;SPC NY L     -   203,826.65    941,903.83   sFT  0.99999723   -0 05 59.7
 KV4759;UTM  18      - 4,508,689.921   571,547.180   MT  0.99966301   +0 33 10.0
 KV4759
 KV4759                          SUPERSEDED SURVEY CONTROL
 KV4759
 KV4759  NAD 83(1996)-  40 43 33.71642(N)    074 09 10.00515(W) AD(       ) 4
 KV4759  NAD 83(1986)-  40 43 33.71505(N)    074 09 10.00831(W) AD(       ) 4
 KV4759  NAD 27      -  40 43 33.35000(N)    074 09 11.48800(W) AD(       ) 3
 KV4759
 KV4759.Superseded values are not recommended for survey control.
 KV4759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4759.See file dsdata.txt to determine how the superseded data were derived.
 KV4759
 KV4759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7154708690(NAD 83)
 KV4759_MARKER: 62 = FLAGPOLE
 KV4759
 KV4759  HISTORY     - Date     Condition        Report By
 KV4759  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4759
 KV4759                          STATION DESCRIPTION
 KV4759
 KV4759'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4759'THE FLAGPOLE IN NEWARK, ON THE S SIDE OF HENSLER STREET BETWEEN
 KV4759'WILSON AVENUE AND ALYEA STREET, ATOP THE JOSEPH HENSLER BREWERY
 KV4759'(A 4 1/2-STORY, RED BRICK BUILDING), SURMOUNTING THE TRUNCATED
 KV4759'PYRAMID TOWER WHICH RISES AT THE NE CORNER OF THE ROOF.
 KV4759'
 KV4759'THE STATION IS THE BASE OF THE FLAGPOLE, APPROXIMATELY 150 FEET
 KV4759'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4774 ***********************************************************************
 KV4774  DESIGNATION -  NEWARK KREBS PIGMENT CHIM
 KV4774  PID         -  KV4774
 KV4774  STATE/COUNTY-  NJ/ESSEX
 KV4774  USGS QUAD   -  ELIZABETH (1995)
 KV4774
 KV4774                         *CURRENT SURVEY CONTROL
 KV4774  ___________________________________________________________________
 KV4774* NAD 83(1996)-  40 42 55.76167(N)    074 10 34.70328(W)     ADJUSTED  
 KV4774* NAVD 88     -                                                        
 KV4774  ___________________________________________________________________
 KV4774  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 KV4774  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KV4774
 KV4774  HORZ ORDER  -  THIRD
 KV4774
 KV4774.The horizontal coordinates were established by classical geodetic methods
 KV4774.and adjusted by the National Geodetic Survey in September 1999..
 KV4774
 KV4774
 KV4774.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4774
 KV4774.The geoid height was determined by GEOID03.
 KV4774
 KV4774;                    North         East     Units Scale Factor Converg.
 KV4774;SPC NJ       -   209,005.879   177,348.072   MT  0.99990920   +0 12 40.1
 KV4774;SPC NJ       -   685,713.45    581,849.47   sFT  0.99990920   +0 12 40.1
 KV4774;SPC NY L     -    60,959.440   285,102.867   MT  0.99999765   -0 06 55.1
 KV4774;SPC NY L     -   199,997.76    935,374.99   sFT  0.99999765   -0 06 55.1
 KV4774;UTM  18      - 4,507,500.681   569,571.272   MT  0.99965957   +0 32 14.4
 KV4774
 KV4774                          SUPERSEDED SURVEY CONTROL
 KV4774
 KV4774  NAD 83(1996)-  40 42 55.76155(N)    074 10 34.70343(W) AD(       ) 4
 KV4774  NAD 83(1986)-  40 42 55.75960(N)    074 10 34.70601(W) AD(       ) 4
 KV4774  NAD 27      -  40 42 55.39400(N)    074 10 36.18400(W) AD(       ) 3
 KV4774
 KV4774.Superseded values are not recommended for survey control.
 KV4774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4774.See file dsdata.txt to determine how the superseded data were derived.
 KV4774
 KV4774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6957107501(NAD 83)
 KV4774_MARKER: 85 = CHIMNEY
 KV4774
 KV4774  HISTORY     - Date     Condition        Report By
 KV4774  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4774  HISTORY     - 1946     GOOD             CGS
 KV4774  HISTORY     - 1973     GOOD             NGS
 KV4774  HISTORY     - 1979     GOOD             NGS
 KV4774
 KV4774                          STATION DESCRIPTION
 KV4774
 KV4774'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4774'THE TALL CHIMNEY IN NEWARK, ON THE S SIDE OF AND AT 256
 KV4774'VANDERPOOL STREET BETWEEN AVENUES B AND C, JUST N OF THE
 KV4774'PENNSYLVANIA RAILROAD TRACKS, IN THE PLANT OF THE KREBS PIGMENT
 KV4774'AND COLOR CORPORATION.  THERE IS A PROMINENT TANK ATOP A CONCRETE
 KV4774'BUILDING APPROXIMATELY 250 METERS EASTWARD.  IT IS AN
 KV4774'ORDINARY-TYPE, ROUND, YELLOW BRICK CHIMNEY.
 KV4774'
 KV4774'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 200 FEET ABOVE
 KV4774'GROUND.
 KV4774
 KV4774                          STATION RECOVERY (1946)
 KV4774
 KV4774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAN)
 KV4774'STATION RECOVERED.  PROPERTY IS NOW OCCUPIED BY THE DU-PONT
 KV4774'CO.  STATION SHOULD BE RENAMED.
 KV4774
 KV4774                          STATION RECOVERY (1973)
 KV4774
 KV4774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 KV4774'THE STATION WAS RECOVERED AS DESCRIBED.
 KV4774
 KV4774                          STATION RECOVERY (1979)
 KV4774
 KV4774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JWB)
 KV4774'THE STATION WAS RECOVERED AS DESCRIBED IN BOOK 735 PG 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4782 ***********************************************************************
 KV4782  DESIGNATION -  NEWARK LEFCOURT NEWARK BLDG FP
 KV4782  PID         -  KV4782
 KV4782  STATE/COUNTY-  NJ/ESSEX
 KV4782  USGS QUAD   -  ELIZABETH (1995)
 KV4782
 KV4782                         *CURRENT SURVEY CONTROL
 KV4782  ___________________________________________________________________
 KV4782* NAD 83(1996)-  40 44 13.24595(N)    074 10 12.42307(W)     ADJUSTED  
 KV4782* NAVD 88     -                                                        
 KV4782  ___________________________________________________________________
 KV4782  LAPLACE CORR-           5.58  (seconds)                    DEFLEC99
 KV4782  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KV4782
 KV4782  HORZ ORDER  -  THIRD
 KV4782
 KV4782.The horizontal coordinates were established by classical geodetic methods
 KV4782.and adjusted by the National Geodetic Survey in September 1999..
 KV4782
 KV4782
 KV4782.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4782
 KV4782.The geoid height was determined by GEOID03.
 KV4782
 KV4782;                    North         East     Units Scale Factor Converg.
 KV4782;SPC NJ       -   211,397.736   177,861.985   MT  0.99990955   +0 12 55.0
 KV4782;SPC NJ       -   693,560.74    583,535.53   sFT  0.99990955   +0 12 55.0
 KV4782;SPC NY L     -    63,348.540   285,630.447   MT  0.99999684   -0 06 40.6
 KV4782;SPC NY L     -   207,836.00    937,105.89   sFT  0.99999684   -0 06 40.6
 KV4782;UTM  18      - 4,509,894.829   570,071.432   MT  0.99966043   +0 32 29.7
 KV4782
 KV4782                          SUPERSEDED SURVEY CONTROL
 KV4782
 KV4782  NAD 83(1996)-  40 44 13.24578(N)    074 10 12.42322(W) AD(       ) 4
 KV4782  NAD 83(1986)-  40 44 13.24218(N)    074 10 12.42689(W) AD(       ) 4
 KV4782  NAD 27      -  40 44 12.88000(N)    074 10 13.90700(W) AD(       ) 3
 KV4782
 KV4782.Superseded values are not recommended for survey control.
 KV4782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4782.See file dsdata.txt to determine how the superseded data were derived.
 KV4782
 KV4782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7007109895(NAD 83)
 KV4782_MARKER: 62 = FLAGPOLE
 KV4782
 KV4782  HISTORY     - Date     Condition        Report By
 KV4782  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4782  HISTORY     - 1937     GOOD             CGS
 KV4782  HISTORY     - 1973     GOOD             NGS
 KV4782
 KV4782                          STATION DESCRIPTION
 KV4782
 KV4782'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4782'THE FLAGPOLE, APPROXIMATELY 1/2 MILE W OF PASSAIC RIVER, IN
 KV4782'NEWARK ON THE S SIDE OF AND AT 1180 RAYMOND BOULEVARD BETWEEN
 KV4782'BROAD STREET AND MULBERRY STREET, ATOP THE LEFCOURT NEWARK
 KV4782'BUILDING, SURMOUNTING THE GOTHIC-STYLE PENTHOUSE OF THIS 30-STORY
 KV4782'YELLOW BRICK, OFFICE BUILDING (THE EASTERLY OF THE TWO TALLEST
 KV4782'AND MOST PROMINENT BUILDINGS IN NEWARK).  IT IS A ROUND, WHITE,
 KV4782'STEEL FLAGPOLE.
 KV4782'
 KV4782'THE STATION IS THE BASE OF THE FLAGPOLE, APPROXIMATELY 400
 KV4782'FEET ABOVE GROUND.
 KV4782
 KV4782                          STATION RECOVERY (1937)
 KV4782
 KV4782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (CDM)
 KV4782'STATION RECOVERED AS DESCRIBED.  A TRAVERSE CONNECTION WAS
 KV4782'COMPLETED BETWEEN NEWARK (ECCENTRIC), AND FLAGPOLE (LEFCOURT),
 KV4782'1931.  THE DISTANCE WAS OBTAINED FROM COMPUTATIONS.
 KV4782
 KV4782                          STATION RECOVERY (1973)
 KV4782
 KV4782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 KV4782'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 KV4782'CONDITION.
 KV4782'
 KV4782'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV4782'AT NEWARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4770 ***********************************************************************
 KV4770  DESIGNATION -  NEWARK MEADOW BALL BLUE CHIM
 KV4770  PID         -  KV4770
 KV4770  STATE/COUNTY-  NJ/ESSEX
 KV4770  USGS QUAD   -  ELIZABETH (1995)
 KV4770
 KV4770                         *CURRENT SURVEY CONTROL
 KV4770  ___________________________________________________________________
 KV4770* NAD 83(1996)-  40 43 05.50838(N)    074 08 36.87354(W)     ADJUSTED  
 KV4770* NAVD 88     -                                                        
 KV4770  ___________________________________________________________________
 KV4770  LAPLACE CORR-           6.07  (seconds)                    DEFLEC99
 KV4770  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KV4770
 KV4770  HORZ ORDER  -  THIRD
 KV4770
 KV4770.The horizontal coordinates were established by classical geodetic methods
 KV4770.and adjusted by the National Geodetic Survey in September 1999..
 KV4770
 KV4770
 KV4770.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4770
 KV4770.The geoid height was determined by GEOID03.
 KV4770
 KV4770;                    North         East     Units Scale Factor Converg.
 KV4770;SPC NJ       -   209,317.210   180,112.176   MT  0.99991116   +0 13 57.0
 KV4770;SPC NJ       -   686,734.88    590,918.03   sFT  0.99991116   +0 13 57.0
 KV4770;SPC NY L     -    61,255.044   287,868.941   MT  0.99999754   -0 05 38.1
 KV4770;SPC NY L     -   200,967.59    944,450.02   sFT  0.99999754   -0 05 38.1
 KV4770;UTM  18      - 4,507,827.662   572,332.873   MT  0.99966440   +0 33 31.3
 KV4770
 KV4770                          SUPERSEDED SURVEY CONTROL
 KV4770
 KV4770  NAD 83(1996)-  40 43 05.50827(N)    074 08 36.87369(W) AD(       ) 4
 KV4770  NAD 83(1986)-  40 43 05.50624(N)    074 08 36.87710(W) AD(       ) 4
 KV4770  NAD 27      -  40 43 05.13200(N)    074 08 38.36100(W) AD(       ) 3
 KV4770
 KV4770.Superseded values are not recommended for survey control.
 KV4770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4770.See file dsdata.txt to determine how the superseded data were derived.
 KV4770
 KV4770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7233307828(NAD 83)
 KV4770_MARKER: 85 = CHIMNEY
 KV4770
 KV4770  HISTORY     - Date     Condition        Report By
 KV4770  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4770  HISTORY     - 1931     GOOD             CGS
 KV4770  HISTORY     - 1946     GOOD             CGS
 KV4770
 KV4770                          STATION DESCRIPTION
 KV4770
 KV4770'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4770'STATION RECOVERED IN GOOD CONDITION, NO DESCRIPTION AVAILABLE.
 KV4770'
 KV4770'THE TALLEST AND MOST PROMINENT CHIMNEY, ON NEWARK MEADOW,
 KV4770'APPROXIMATELY 1 MILE W OF THE HEAD OF NEWARK BAY, AND 1 MILE NE
 KV4770'OF NEWARK AIRPORT.  IT IS AN ORDINARY-TYPE, ROUND, BRICK CHIMNEY.
 KV4770'
 KV4770'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 350 FEET ABOVE
 KV4770'GROUND.
 KV4770'
 KV4770'IT WAS NOT VISITED.
 KV4770
 KV4770                          STATION RECOVERY (1946)
 KV4770
 KV4770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAN)
 KV4770'STATION RECOVERED.  PROPERTY IS NOW KNOWN AS THE CALCO CHEMICAL
 KV4770'COMPANY.  THE PRESENT DESCRIPTION SHOULD HAVE THE FOLLOWING REMARKS
 KV4770'ADDED--
 KV4770'
 KV4770'APPROXIMATELY 400 FT. S OF WILSON AVENUE, AND 600 FT. W OF
 KV4770'THE NEW JERSEY CENTRAL RAILROAD TRACKS.  THE STATION IS THE TOP
 KV4770'OF A TALL BRICK CHIMNEY, PAINTED ORANGE AND WHITE BANDS, AND
 KV4770'ENCIRCLED IN A STEEL ROD MESH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4758 ***********************************************************************
 KV4758  DESIGNATION -  NEWARK MEDICAL TOWER
 KV4758  PID         -  KV4758
 KV4758  STATE/COUNTY-  NJ/ESSEX
 KV4758  USGS QUAD   -  ELIZABETH (1995)
 KV4758
 KV4758                         *CURRENT SURVEY CONTROL
 KV4758  ___________________________________________________________________
 KV4758* NAD 83(1996)-  40 43 38.01474(N)    074 10 43.47935(W)     ADJUSTED  
 KV4758* NAVD 88     -                                                        
 KV4758  ___________________________________________________________________
 KV4758  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 KV4758  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KV4758
 KV4758  HORZ ORDER  -  THIRD
 KV4758
 KV4758.The horizontal coordinates were established by classical geodetic methods
 KV4758.and adjusted by the National Geodetic Survey in September 1999..
 KV4758
 KV4758
 KV4758.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4758
 KV4758.The geoid height was determined by GEOID03.
 KV4758
 KV4758;                    North         East     Units Scale Factor Converg.
 KV4758;SPC NJ       -   210,308.368   177,137.341   MT  0.99990906   +0 12 34.6
 KV4758;SPC NJ       -   689,986.70    581,158.09   sFT  0.99990906   +0 12 34.6
 KV4758;SPC NY L     -    62,263.224   284,899.543   MT  0.99999719   -0 07 00.9
 KV4758;SPC NY L     -   204,275.26    934,707.92   sFT  0.99999719   -0 07 00.9
 KV4758;UTM  18      - 4,508,801.624   569,353.184   MT  0.99965920   +0 32 09.1
 KV4758
 KV4758                          SUPERSEDED SURVEY CONTROL
 KV4758
 KV4758  NAD 83(1996)-  40 43 38.01461(N)    074 10 43.47951(W) AD(       ) 4
 KV4758  NAD 83(1986)-  40 43 38.01271(N)    074 10 43.48301(W) AD(       ) 4
 KV4758  NAD 27      -  40 43 37.64800(N)    074 10 44.96100(W) AD(       ) 3
 KV4758
 KV4758.Superseded values are not recommended for survey control.
 KV4758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4758.See file dsdata.txt to determine how the superseded data were derived.
 KV4758
 KV4758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6935308802(NAD 83)
 KV4758_MARKER: 55 = TOWER
 KV4758
 KV4758  HISTORY     - Date     Condition        Report By
 KV4758  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4758
 KV4758                          STATION DESCRIPTION
 KV4758
 KV4758'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4758'THE BUILDING IN NEWARK AT 31-33 LINCOLN PARK W OF HALSEY STREET,
 KV4758'KNOWN AS THE MEDICAL TOWER.  IT IS A 17-STORY, RED BRICK, SET-BACK
 KV4758'BUILDING.
 KV4758'
 KV4758'THE STATION IS THE CENTER OF THE RAIL ALONG THE RIDGE OF THE RED
 KV4758'TILE, HIPPED-ROOF (THE HIGHEST POINT ON THE BUILDING).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4773 ***********************************************************************
 KV4773  DESIGNATION -  NEWARK MERCHANTS REFRIG TANK
 KV4773  PID         -  KV4773
 KV4773  STATE/COUNTY-  NJ/ESSEX
 KV4773  USGS QUAD   -  ELIZABETH (1995)
 KV4773
 KV4773                         *CURRENT SURVEY CONTROL
 KV4773  ___________________________________________________________________
 KV4773* NAD 83(1996)-  40 42 56.77135(N)    074 10 26.85847(W)     ADJUSTED  
 KV4773* NAVD 88     -                                                        
 KV4773  ___________________________________________________________________
 KV4773  LAPLACE CORR-           5.67  (seconds)                    DEFLEC99
 KV4773  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KV4773
 KV4773  HORZ ORDER  -  THIRD
 KV4773
 KV4773.The horizontal coordinates were established by classical geodetic methods
 KV4773.and adjusted by the National Geodetic Survey in September 1999..
 KV4773
 KV4773
 KV4773.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4773
 KV4773.The geoid height was determined by GEOID03.
 KV4773
 KV4773;                    North         East     Units Scale Factor Converg.
 KV4773;SPC NJ       -   209,037.702   177,532.065   MT  0.99990933   +0 12 45.3
 KV4773;SPC NJ       -   685,817.86    582,453.12   sFT  0.99990933   +0 12 45.3
 KV4773;SPC NY L     -    60,990.217   285,287.054   MT  0.99999764   -0 06 50.0
 KV4773;SPC NY L     -   200,098.74    935,979.28   sFT  0.99999764   -0 06 50.0
 KV4773;UTM  18      - 4,507,533.543   569,755.035   MT  0.99965989   +0 32 19.5
 KV4773
 KV4773                          SUPERSEDED SURVEY CONTROL
 KV4773
 KV4773  NAD 83(1996)-  40 42 56.77122(N)    074 10 26.85866(W) AD(       ) 4
 KV4773  NAD 83(1986)-  40 42 56.76943(N)    074 10 26.86069(W) AD(       ) 4
 KV4773  NAD 27      -  40 42 56.40400(N)    074 10 28.33900(W) AD(       ) 3
 KV4773
 KV4773.Superseded values are not recommended for survey control.
 KV4773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4773.See file dsdata.txt to determine how the superseded data were derived.
 KV4773
 KV4773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6975507534(NAD 83)
 KV4773_MARKER: 53 = ELEVATED TANK
 KV4773_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4773+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2001
 KV4773
 KV4773  HISTORY     - Date     Condition        Report By
 KV4773  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4773  HISTORY     - 1956     GOOD             CGS
 KV4773  HISTORY     - 1973     GOOD             NGS
 KV4773  HISTORY     - 1979     GOOD             NGS
 KV4773  HISTORY     - 20010315 GOOD             PORANY
 KV4773
 KV4773                          STATION DESCRIPTION
 KV4773
 KV4773'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4773'THE ROOF-TANK IN NEWARK, JUST N OF THE PENNSYLVANIA RAILROAD
 KV4773'TRACKS, AND S OF MILLER STREET AT THE E CORNER OF VANDERPOOL
 KV4773'STREET AND AVENUE C, ATOP THE MERCHANTS REFRIGERATION COMPANYS
 KV4773'9-STORY, CONCRETE, COLD-STORAGE BUILDING.  IT IS AN ORDINARY-TYPE,
 KV4773'CONICAL-TOP, IRON, WATER TANK SURMOUNTING A 75-FOOT IRON, SPIDER,
 KV4773'SUPPORTING STRUCTURE.
 KV4773'
 KV4773'THE STATION IS THE TANKS BALL-APEX.
 KV4773
 KV4773                          STATION RECOVERY (1956)
 KV4773
 KV4773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 KV4773'THIS C. AND G.S. TRIANGULATION STATION IS ALSO A CONTROL POINT
 KV4773'OF THE NEWARK MUNICIPAL AIRPORT, NEWARK, NEW JERSEY CONTROL
 KV4773'SURVEY SYSTEM ESTABLISHED BY THE PORT OF NEW YORK AUTHORITY.
 KV4773'
 KV4773'LOCATED ABOUT ONE MILE NORTH OF THE AIRPORT, ATOP THE MERCHANTS
 KV4773'REFRIGERATION COMPANYS 9-STORY, CONCRETE, COLD STORAGE
 KV4773'BUILDING.  IT IS A CONICAL-TOP, IRON WATER TANK ATOP A 75 FT. IRON
 KV4773'SUPPORTING STRUCTURE.
 KV4773'
 KV4773'THE STATION IS THE TANKS BALL APEX.
 KV4773
 KV4773                          STATION RECOVERY (1973)
 KV4773
 KV4773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 KV4773'THE STATION WAS RECOVERED AS DESCRIBED.
 KV4773
 KV4773                          STATION RECOVERY (1979)
 KV4773
 KV4773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JWB)
 KV4773'THE STATION WAS RECOVERED AS DESCRIBED IN BOOK 735 PG 19.
 KV4773
 KV4773                          STATION RECOVERY (2001)
 KV4773
 KV4773'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV4773'ROOF ON TANK RECENTLY PAINTED WHITE AND BODY STILL RETAINS FADED RED
 KV4773'AND WHITE CHECKER PATTERN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4769 ***********************************************************************
 KV4769  DESIGNATION -  NEWARK MURPHY AND CO CHIMNEY
 KV4769  PID         -  KV4769
 KV4769  STATE/COUNTY-  NJ/ESSEX
 KV4769  USGS QUAD   -  ELIZABETH (1995)
 KV4769
 KV4769                         *CURRENT SURVEY CONTROL
 KV4769  ___________________________________________________________________
 KV4769* NAD 83(1996)-  40 43 27.94223(N)    074 10 10.23197(W)     ADJUSTED  
 KV4769* NAVD 88     -                                                        
 KV4769  ___________________________________________________________________
 KV4769  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 KV4769  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KV4769
 KV4769  HORZ ORDER  -  THIRD
 KV4769
 KV4769.The horizontal coordinates were established by classical geodetic methods
 KV4769.and adjusted by the National Geodetic Survey in September 1999..
 KV4769
 KV4769
 KV4769.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4769
 KV4769.The geoid height was determined by GEOID03.
 KV4769
 KV4769;                    North         East     Units Scale Factor Converg.
 KV4769;SPC NJ       -   210,000.588   177,918.650   MT  0.99990959   +0 12 56.2
 KV4769;SPC NJ       -   688,976.93    583,721.44   sFT  0.99990959   +0 12 56.2
 KV4769;SPC NY L     -    61,950.969   285,679.153   MT  0.99999729   -0 06 39.1
 KV4769;SPC NY L     -   203,250.80    937,265.69   sFT  0.99999729   -0 06 39.1
 KV4769;UTM  18      - 4,508,498.374   570,136.036   MT  0.99966055   +0 32 30.7
 KV4769
 KV4769                          SUPERSEDED SURVEY CONTROL
 KV4769
 KV4769  NAD 83(1996)-  40 43 27.94211(N)    074 10 10.23216(W) AD(       ) 4
 KV4769  NAD 83(1986)-  40 43 27.94009(N)    074 10 10.23456(W) AD(       ) 4
 KV4769  NAD 27      -  40 43 27.57500(N)    074 10 11.71300(W) AD(       ) 3
 KV4769
 KV4769.Superseded values are not recommended for survey control.
 KV4769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4769.See file dsdata.txt to determine how the superseded data were derived.
 KV4769
 KV4769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7013608498(NAD 83)
 KV4769_MARKER: 85 = CHIMNEY
 KV4769
 KV4769  HISTORY     - Date     Condition        Report By
 KV4769  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4769
 KV4769                          STATION DESCRIPTION
 KV4769
 KV4769'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4769'THE CHIMNEY IN NEWARK, ON THE E SIDE OF AND AT 224 MC WHORTER
 KV4769'STREET, BETWEEN VESEY STREET ON THE S AND CHESTNUT STREET ON THE
 KV4769'N, IN THE PLANT OF MURPHY AND COMPANY.  IT IS A FLUTED-TOP, ROUND,
 KV4769'RED BRICK CHIMNEY.
 KV4769'
 KV4769'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 150 FEET ABOVE
 KV4769'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4161 ***********************************************************************
 KV4161  DESIGNATION -  NEWARK MUT BEN INS BLDG FLAG
 KV4161  PID         -  KV4161
 KV4161  STATE/COUNTY-  NJ/ESSEX
 KV4161  USGS QUAD   -  ORANGE (1981)
 KV4161
 KV4161                         *CURRENT SURVEY CONTROL
 KV4161  ___________________________________________________________________
 KV4161* NAD 83(1996)-  40 45 40.45600(N)    074 10 08.95736(W)     ADJUSTED  
 KV4161* NAVD 88     -                                                        
 KV4161  ___________________________________________________________________
 KV4161  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 KV4161  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV4161
 KV4161  HORZ ORDER  -  THIRD
 KV4161
 KV4161.The horizontal coordinates were established by classical geodetic methods
 KV4161.and adjusted by the National Geodetic Survey in September 1999..
 KV4161
 KV4161
 KV4161.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4161
 KV4161.The geoid height was determined by GEOID03.
 KV4161
 KV4161;                    North         East     Units Scale Factor Converg.
 KV4161;SPC NJ       -   214,087.945   177,933.156   MT  0.99990960   +0 12 57.6
 KV4161;SPC NJ       -   702,386.87    583,769.03   sFT  0.99990960   +0 12 57.6
 KV4161;SPC NY L     -    66,038.533   285,716.959   MT  0.99999610   -0 06 38.3
 KV4161;SPC NY L     -   216,661.42    937,389.72   sFT  0.99999610   -0 06 38.3
 KV4161;UTM  18      - 4,512,584.729   570,127.263   MT  0.99966053   +0 32 33.0
 KV4161
 KV4161                          SUPERSEDED SURVEY CONTROL
 KV4161
 KV4161  NAD 83(1996)-  40 45 40.45576(N)    074 10 08.95757(W) AD(       ) 4
 KV4161  NAD 83(1986)-  40 45 40.44977(N)    074 10 08.96026(W) AD(       ) 4
 KV4161  NAD 27      -  40 45 40.09000(N)    074 10 10.43900(W) AD(       ) 3
 KV4161
 KV4161.Superseded values are not recommended for survey control.
 KV4161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4161.See file dsdata.txt to determine how the superseded data were derived.
 KV4161
 KV4161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7012712585(NAD 83)
 KV4161_MARKER: 62 = FLAGPOLE
 KV4161
 KV4161  HISTORY     - Date     Condition        Report By
 KV4161  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4161  HISTORY     - 1934     GOOD             CGS
 KV4161
 KV4161                          STATION DESCRIPTION
 KV4161
 KV4161'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4161'THE FLAGPOLE IS W OF THE PASSAIC RIVER, IN NEWARK ON THE NW
 KV4161'CORNER OF BROADWAY AND SECOND AVENUE, ATOP THE MUTUAL BENEFIT
 KV4161'LIFE INSURANCE COMPANY BUILDING (A 6-STORY, WHITE STONE
 KV4161'BUILDING).  THE FLAGPOLE, SURMOUNTING A PENTHOUSE, IS
 KV4161'APPROXIMATELY 40 FEET TALL.
 KV4161'
 KV4161'THE STATION IS THE BASE OF THE FLAGPOLE.
 KV4161
 KV4161                          STATION RECOVERY (1934)
 KV4161
 KV4161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4161'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4693 ***********************************************************************
 KV4693  DESIGNATION -  NEWARK N J BELL TELE BLDG FLAG
 KV4693  PID         -  KV4693
 KV4693  STATE/COUNTY-  NJ/ESSEX
 KV4693  USGS QUAD   -  ELIZABETH (1995)
 KV4693
 KV4693                         *CURRENT SURVEY CONTROL
 KV4693  ___________________________________________________________________
 KV4693* NAD 83(1996)-  40 44 35.14586(N)    074 10 07.57198(W)     ADJUSTED  
 KV4693* NAVD 88     -                                                        
 KV4693  ___________________________________________________________________
 KV4693  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 KV4693  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KV4693
 KV4693  HORZ ORDER  -  THIRD
 KV4693
 KV4693.The horizontal coordinates were established by classical geodetic methods
 KV4693.and adjusted by the National Geodetic Survey in September 1999..
 KV4693
 KV4693
 KV4693.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4693
 KV4693.The geoid height was determined by GEOID03.
 KV4693
 KV4693;                    North         East     Units Scale Factor Converg.
 KV4693;SPC NJ       -   212,073.643   177,973.249   MT  0.99990963   +0 12 58.3
 KV4693;SPC NJ       -   695,778.28    583,900.57   sFT  0.99990963   +0 12 58.3
 KV4693;SPC NY L     -    64,023.861   285,745.572   MT  0.99999664   -0 06 37.4
 KV4693;SPC NY L     -   210,051.62    937,483.60   sFT  0.99999664   -0 06 37.4
 KV4693;UTM  18      - 4,510,571.190   570,178.818   MT  0.99966062   +0 32 33.1
 KV4693
 KV4693                          SUPERSEDED SURVEY CONTROL
 KV4693
 KV4693  NAD 83(1996)-  40 44 35.14569(N)    074 10 07.57216(W) AD(       ) 4
 KV4693  NAD 83(1986)-  40 44 35.14226(N)    074 10 07.57452(W) AD(       ) 4
 KV4693  NAD 27      -  40 44 34.77900(N)    074 10 09.05400(W) AD(       ) 3
 KV4693
 KV4693.Superseded values are not recommended for survey control.
 KV4693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4693.See file dsdata.txt to determine how the superseded data were derived.
 KV4693
 KV4693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7017910571(NAD 83)
 KV4693_MARKER: 62 = FLAGPOLE
 KV4693
 KV4693  HISTORY     - Date     Condition        Report By
 KV4693  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4693  HISTORY     - 20020507 POOR             INDIV
 KV4693
 KV4693                          STATION DESCRIPTION
 KV4693
 KV4693'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4693'THE FLAGPOLE ON THE W SIDE OF THE PASSAIC RIVER, IN NEWARK ON THE
 KV4693'E SIDE OF AND AT 540 BROAD STREET BETWEEN BRIDGE AND LOMBARD
 KV4693'STREETS, ATOP THE NEW JERSEY BELL TELEPHONE BUILDING (A LARGE,
 KV4693'21-STORY, YELLOW BRICK OFFICE BUILDING).  IT IS A WHITE FLAGPOLE
 KV4693'APPROXIMATELY 50 FEET HIGH.
 KV4693'
 KV4693'THE STATION IS THE BASE OF THE FLAGPOLE, APPROXIMATELY 275 FEET
 KV4693'ABOVE GROUND.
 KV4693
 KV4693                          STATION RECOVERY (2002)
 KV4693
 KV4693'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 KV4693'A LIKELY-LOOKING FLAG IS CENTERED ATOP THE WEST FACE OF THE BLDG, BUT
 KV4693'IT SEEMS KV4693 WAS 25-30 METERS TO THE ENE. A LINE FROM KV4709 TO
 KV4693'KV4695, EXTENDED SOUTHWARD, PASSES E OF THE FLAGPOLE INSTEAD OF W, AND
 KV4693'THE LINE FROM AI7796 TO KV4696 PASSES NE OF THE FLAGPOLE INSTEAD OF
 KV4693'SW. MAYBE THE ANTENNA MAST ATOP THE BLDG IS THE FORMER FLAGPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4678 ***********************************************************************
 KV4678  DESIGNATION -  NEWARK NATL N AND E BANK FLAG
 KV4678  PID         -  KV4678
 KV4678  STATE/COUNTY-  NJ/ESSEX
 KV4678  USGS QUAD   -  ELIZABETH (1995)
 KV4678
 KV4678                         *CURRENT SURVEY CONTROL
 KV4678  ___________________________________________________________________
 KV4678* NAD 83(1996)-  40 44 12.00905(N)    074 10 15.00847(W)     ADJUSTED  
 KV4678* NAVD 88     -                                                        
 KV4678  ___________________________________________________________________
 KV4678  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 KV4678  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KV4678
 KV4678  HORZ ORDER  -  THIRD
 KV4678
 KV4678.The horizontal coordinates were established by classical geodetic methods
 KV4678.and adjusted by the National Geodetic Survey in September 1999..
 KV4678
 KV4678
 KV4678.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4678
 KV4678.The geoid height was determined by GEOID03.
 KV4678
 KV4678;                    North         East     Units Scale Factor Converg.
 KV4678;SPC NJ       -   211,359.358   177,801.471   MT  0.99990951   +0 12 53.3
 KV4678;SPC NJ       -   693,434.83    583,336.99   sFT  0.99990951   +0 12 53.3
 KV4678;SPC NY L     -    63,310.503   285,569.710   MT  0.99999685   -0 06 42.3
 KV4678;SPC NY L     -   207,711.21    936,906.62   sFT  0.99999685   -0 06 42.3
 KV4678;UTM  18      - 4,509,856.116   570,011.153   MT  0.99966033   +0 32 28.0
 KV4678
 KV4678                          SUPERSEDED SURVEY CONTROL
 KV4678
 KV4678  NAD 83(1996)-  40 44 12.00889(N)    074 10 15.00865(W) AD(       ) 4
 KV4678  NAD 83(1986)-  40 44 12.00648(N)    074 10 15.01200(W) AD(       ) 4
 KV4678  NAD 27      -  40 44 11.64200(N)    074 10 16.49200(W) AD(       ) 3
 KV4678
 KV4678.Superseded values are not recommended for survey control.
 KV4678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4678.See file dsdata.txt to determine how the superseded data were derived.
 KV4678
 KV4678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7001109856(NAD 83)
 KV4678_MARKER: 62 = FLAGPOLE
 KV4678
 KV4678  HISTORY     - Date     Condition        Report By
 KV4678  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4678  HISTORY     - 1933     GOOD             USE
 KV4678
 KV4678                          STATION DESCRIPTION
 KV4678
 KV4678'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4678'THE TALL FLAGPOLE APPROXIMATELY 1/2 MILE W OF THE PASSAIC RIVER,
 KV4678'IN NEWARK ON THE E SIDE OF AND AT 744 BROAD STREET BETWEEN COMMERCE
 KV4678'AND CLINTON STREETS, ON THE ROOF OF THE NATIONAL NEWARK AND ESSEX
 KV4678'BANKING COMPANY BUILDING, RISING OUT OF THE CENTER OF THE RIDGE
 KV4678'OF THIS COPPER-ROOFED 30-STORY, GRAY BRICK OFFICE BUILDING (THE
 KV4678'WESTERLY OF THE TWO TALLEST AND MOST PROMINENT BUILDINGS IN
 KV4678'NEWARK).  IT IS A ROUND, WHITE, STEEL FLAGPOLE.
 KV4678'
 KV4678'THE STATION IS THE BASE OF THE FLAGPOLE.
 KV4678
 KV4678                          STATION RECOVERY (1933)
 KV4678
 KV4678'RECOVERY NOTE BY US ENGINEERS 1933
 KV4678'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4141 ***********************************************************************
 KV4141  DESIGNATION -  NEWARK SACRED HEART CATH W TWR
 KV4141  PID         -  KV4141
 KV4141  STATE/COUNTY-  NJ/ESSEX
 KV4141  USGS QUAD   -  ORANGE (1981)
 KV4141
 KV4141                         *CURRENT SURVEY CONTROL
 KV4141  ___________________________________________________________________
 KV4141* NAD 83(1996)-  40 45 16.31793(N)    074 10 43.59602(W)     ADJUSTED  
 KV4141* NAVD 88     -                                                        
 KV4141  ___________________________________________________________________
 KV4141  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 KV4141  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KV4141
 KV4141  HORZ ORDER  -  THIRD
 KV4141
 KV4141.The horizontal coordinates were established by classical geodetic methods
 KV4141.and adjusted by the National Geodetic Survey in September 1999..
 KV4141
 KV4141
 KV4141.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4141
 KV4141.The geoid height was determined by GEOID03.
 KV4141
 KV4141;                    North         East     Units Scale Factor Converg.
 KV4141;SPC NJ       -   213,340.412   177,123.510   MT  0.99990905   +0 12 34.9
 KV4141;SPC NJ       -   699,934.34    581,112.72   sFT  0.99990905   +0 12 34.9
 KV4141;SPC NY L     -    65,295.563   284,902.994   MT  0.99999629   -0 07 01.0
 KV4141;SPC NY L     -   214,223.86    934,719.24   sFT  0.99999629   -0 07 01.0
 KV4141;UTM  18      - 4,511,832.783   569,322.090   MT  0.99965915   +0 32 10.1
 KV4141
 KV4141                          SUPERSEDED SURVEY CONTROL
 KV4141
 KV4141  NAD 83(1996)-  40 45 16.31772(N)    074 10 43.59614(W) AD(       ) 4
 KV4141  NAD 83(1986)-  40 45 16.31529(N)    074 10 43.60120(W) AD(       ) 4
 KV4141  NAD 27      -  40 45 15.95200(N)    074 10 45.08700(W) AD(       ) 3
 KV4141
 KV4141.Superseded values are not recommended for survey control.
 KV4141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4141.See file dsdata.txt to determine how the superseded data were derived.
 KV4141
 KV4141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6932211833(NAD 83)
 KV4141_MARKER: 55 = TOWER
 KV4141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4141+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 KV4141
 KV4141  HISTORY     - Date     Condition        Report By
 KV4141  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4141  HISTORY     - 20051113 GOOD             GEOCAC
 KV4141
 KV4141                          STATION DESCRIPTION
 KV4141
 KV4141'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4141'THE WESTERLY OF PROMINENT TWIN TOWERS ON THE RIDGE APPROXIMATELY
 KV4141'1 MILE W OF THE PASSAIC RIVER, IN NEWARK JUST N OF 6TH AVENUE
 KV4141'BETWEEN RIDGE STREET AND CLIFTON AVENUE, ON THE SACRED HEART
 KV4141'CATHEDRAL, RISING FROM THE S SIDE OF THIS ORNATE, GRANITE
 KV4141'BUILDING.  IT IS AN ORNATE, SQUARE, GRANITE TOWER.
 KV4141'
 KV4141'THE STATION IS THE TOWERS PINNACLE-APEX, APPROXIMATELY 200
 KV4141'FEET ABOVE GROUND.
 KV4141
 KV4141                          STATION RECOVERY (2005)
 KV4141
 KV4141'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV4141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4142 ***********************************************************************
 KV4142  DESIGNATION -  NEWARK SACRED HEART CATH E TWR
 KV4142  PID         -  KV4142
 KV4142  STATE/COUNTY-  NJ/ESSEX
 KV4142  USGS QUAD   -  ORANGE (1981)
 KV4142
 KV4142                         *CURRENT SURVEY CONTROL
 KV4142  ___________________________________________________________________
 KV4142* NAD 83(1996)-  40 45 15.97160(N)    074 10 42.45817(W)     ADJUSTED  
 KV4142* NAVD 88     -                                                        
 KV4142  ___________________________________________________________________
 KV4142  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 KV4142  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KV4142
 KV4142  HORZ ORDER  -  THIRD
 KV4142
 KV4142.The horizontal coordinates were established by classical geodetic methods
 KV4142.and adjusted by the National Geodetic Survey in September 1999..
 KV4142
 KV4142
 KV4142.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4142
 KV4142.The geoid height was determined by GEOID03.
 KV4142
 KV4142;                    North         East     Units Scale Factor Converg.
 KV4142;SPC NJ       -   213,329.828   177,150.237   MT  0.99990907   +0 12 35.7
 KV4142;SPC NJ       -   699,899.61    581,200.40   sFT  0.99990907   +0 12 35.7
 KV4142;SPC NY L     -    65,284.826   284,929.663   MT  0.99999629   -0 07 00.2
 KV4142;SPC NY L     -   214,188.63    934,806.74   sFT  0.99999629   -0 07 00.2
 KV4142;UTM  18      - 4,511,822.354   569,348.871   MT  0.99965919   +0 32 10.8
 KV4142
 KV4142                          SUPERSEDED SURVEY CONTROL
 KV4142
 KV4142  NAD 83(1996)-  40 45 15.97138(N)    074 10 42.45830(W) AD(       ) 4
 KV4142  NAD 83(1986)-  40 45 15.96895(N)    074 10 42.46333(W) AD(       ) 4
 KV4142  NAD 27      -  40 45 15.60600(N)    074 10 43.94500(W) AD(       ) 3
 KV4142
 KV4142.Superseded values are not recommended for survey control.
 KV4142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4142.See file dsdata.txt to determine how the superseded data were derived.
 KV4142
 KV4142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6934911822(NAD 83)
 KV4142_MARKER: 55 = TOWER
 KV4142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4142+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 KV4142
 KV4142  HISTORY     - Date     Condition        Report By
 KV4142  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4142  HISTORY     - 20051113 GOOD             GEOCAC
 KV4142
 KV4142                          STATION DESCRIPTION
 KV4142
 KV4142'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4142'THE EASTERLY OF PROMINENT TWIN TOWERS ON THE RIDGE APPROXIMATELY
 KV4142'1 MILE W OF THE PASSAIC RIVER, IN NEWARK JUST N OF 6TH AVENUE
 KV4142'BETWEEN RIDGE STREET AND CLIFTON AVENUE, ON THE SACRED HEART
 KV4142'CATHEDRAL, RISING FROM THE S SIDE OF THIS ORNATE, GRANITE
 KV4142'BUILDING.  IT IS AN ORNATE, SQUARE, GRANITE TOWER.
 KV4142'
 KV4142'THE STATION IS THE TOWERS PINNACLE-APEX, APPROXIMATELY 200
 KV4142'FEET ABOVE GROUND.
 KV4142
 KV4142                          STATION RECOVERY (2005)
 KV4142
 KV4142'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV4142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4771 ***********************************************************************
 KV4771  DESIGNATION -  NEWARK SEARS ROEBUCK FLAGPOLE
 KV4771  PID         -  KV4771
 KV4771  STATE/COUNTY-  NJ/ESSEX
 KV4771  USGS QUAD   -  ELIZABETH (1995)
 KV4771
 KV4771                         *CURRENT SURVEY CONTROL
 KV4771  ___________________________________________________________________
 KV4771* NAD 83(1996)-  40 43 01.95422(N)    074 11 25.44107(W)     ADJUSTED  
 KV4771* NAVD 88     -                                                        
 KV4771  ___________________________________________________________________
 KV4771  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 KV4771  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV4771
 KV4771  HORZ ORDER  -  THIRD
 KV4771
 KV4771.The horizontal coordinates were established by classical geodetic methods
 KV4771.and adjusted by the National Geodetic Survey in September 1999..
 KV4771
 KV4771
 KV4771.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4771
 KV4771.The geoid height was determined by GEOID03.
 KV4771
 KV4771;                    North         East     Units Scale Factor Converg.
 KV4771;SPC NJ       -   209,192.588   176,156.644   MT  0.99990842   +0 12 07.1
 KV4771;SPC NJ       -   686,326.02    577,940.59   sFT  0.99990842   +0 12 07.1
 KV4771;SPC NY L     -    61,152.952   283,912.416   MT  0.99999758   -0 07 28.3
 KV4771;SPC NY L     -   200,632.64    931,469.32   sFT  0.99999758   -0 07 28.3
 KV4771;UTM  18      - 4,507,680.560   568,379.099   MT  0.99965755   +0 31 41.3
 KV4771
 KV4771                          SUPERSEDED SURVEY CONTROL
 KV4771
 KV4771  NAD 83(1996)-  40 43 01.95408(N)    074 11 25.44128(W) AD(       ) 4
 KV4771  NAD 83(1986)-  40 43 01.95117(N)    074 11 25.44548(W) AD(       ) 4
 KV4771  NAD 27      -  40 43 01.58600(N)    074 11 26.92200(W) AD(       ) 3
 KV4771
 KV4771.Superseded values are not recommended for survey control.
 KV4771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4771.See file dsdata.txt to determine how the superseded data were derived.
 KV4771
 KV4771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6837907681(NAD 83)
 KV4771_MARKER: 62 = FLAGPOLE
 KV4771
 KV4771  HISTORY     - Date     Condition        Report By
 KV4771  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4771  HISTORY     - 1956     GOOD             CGS
 KV4771
 KV4771                          STATION DESCRIPTION
 KV4771
 KV4771'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4771'THE FLAGPOLE IN NEWARK, ON THE E SIDE OF ELIZABETH AVENUE
 KV4771'BETWEEN STANTON AND E BIGELOW STREETS, ON THE PROPERTY OF SEARS,
 KV4771'ROEBUCK AND COMPANY, SURMOUNTING A SQUARE TOWER WHICH RISES FROM
 KV4771'THE W CENTRAL PART OF THE ROOF OF THE 3-STORY, YELLOW BRICK
 KV4771'BUILDING NEAREST ELIZABETH AVENUE.  IT IS A 30-FOOT STEEL
 KV4771'FLAGPOLE.
 KV4771'
 KV4771'THE STATION IS THE BASE OF THE FLAGPOLE, APPROXIMATELY 150 FEET
 KV4771'ABOVE THE STREET.
 KV4771
 KV4771                          STATION RECOVERY (1956)
 KV4771
 KV4771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 KV4771'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4756 ***********************************************************************
 KV4756  DESIGNATION -  NEWARK ST JAMES CATH CH SPIRE
 KV4756  PID         -  KV4756
 KV4756  STATE/COUNTY-  NJ/ESSEX
 KV4756  USGS QUAD   -  ELIZABETH (1995)
 KV4756
 KV4756                         *CURRENT SURVEY CONTROL
 KV4756  ___________________________________________________________________
 KV4756* NAD 83(1996)-  40 43 43.41602(N)    074 09 44.20135(W)     ADJUSTED  
 KV4756* NAVD 88     -                                                        
 KV4756  ___________________________________________________________________
 KV4756  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 KV4756  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KV4756
 KV4756  HORZ ORDER  -  THIRD
 KV4756
 KV4756.The horizontal coordinates were established by classical geodetic methods
 KV4756.and adjusted by the National Geodetic Survey in September 1999..
 KV4756
 KV4756
 KV4756.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4756
 KV4756.The geoid height was determined by GEOID03.
 KV4756
 KV4756;                    North         East     Units Scale Factor Converg.
 KV4756;SPC NJ       -   210,480.183   178,527.640   MT  0.99991001   +0 13 13.3
 KV4756;SPC NJ       -   690,550.40    585,719.43   sFT  0.99991001   +0 13 13.3
 KV4756;SPC NY L     -    62,427.128   286,290.920   MT  0.99999713   -0 06 22.1
 KV4756;SPC NY L     -   204,813.00    939,272.79   sFT  0.99999713   -0 06 22.1
 KV4756;UTM  18      - 4,508,981.309   570,742.135   MT  0.99966160   +0 32 47.8
 KV4756
 KV4756                          SUPERSEDED SURVEY CONTROL
 KV4756
 KV4756  NAD 83(1996)-  40 43 43.41591(N)    074 09 44.20154(W) AD(       ) 4
 KV4756  NAD 83(1986)-  40 43 43.41409(N)    074 09 44.20466(W) AD(       ) 4
 KV4756  NAD 27      -  40 43 43.04900(N)    074 09 45.68500(W) AD(       ) 3
 KV4756
 KV4756.Superseded values are not recommended for survey control.
 KV4756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4756.See file dsdata.txt to determine how the superseded data were derived.
 KV4756
 KV4756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7074208981(NAD 83)
 KV4756_MARKER: 91 = CHURCH CROSS
 KV4756
 KV4756  HISTORY     - Date     Condition        Report By
 KV4756  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4756  HISTORY     - 1931     GOOD             CGS
 KV4756  HISTORY     - 19940823 GOOD             USPSQD
 KV4756
 KV4756                          STATION DESCRIPTION
 KV4756
 KV4756'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4756'STATION RECOVERED IN GOOD CONDITION, NO DESCRIPTION AVAILABLE.
 KV4756'
 KV4756'THE STATION IS THE PROMINENT SPIRE, APPROXIMATELY 1/2 MILE S OF
 KV4756'THE PASSAIC RIVER, IN NEWARK ON THE S SIDE OF LAFAYETTE STREET,
 KV4756'BETWEEN JEFFERSON AND MADISON STREETS, ATOP THE ST. JAMES ROMAN
 KV4756'CATHOLIC CHURCH, RISING FROM THE NW CORNER OF THIS BROWNSTONE
 KV4756'BUILDING.  IT IS AN ORNATE, BROWNSTONE SPIRE.
 KV4756'
 KV4756'THE STATION IS THE BASE OF THE CROSS AT THE SPIRE-APEX,
 KV4756'APPROXIMATELY 175 FEET ABOVE GROUND.
 KV4756'
 KV4756'THE CHURCH BUILDING IS SUFFICIENTLY LARGE TO PERMIT OF AIRPHOTO
 KV4756'IDENTIFICATION.
 KV4756
 KV4756                          STATION RECOVERY (1994)
 KV4756
 KV4756'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4761 ***********************************************************************
 KV4761  DESIGNATION -  NEWARK UNITED COLOR CHIM
 KV4761  PID         -  KV4761
 KV4761  STATE/COUNTY-  NJ/ESSEX
 KV4761  USGS QUAD   -  ELIZABETH (1995)
 KV4761
 KV4761                         *CURRENT SURVEY CONTROL
 KV4761  ___________________________________________________________________
 KV4761* NAD 83(1996)-  40 41 26.37891(N)    074 11 49.75343(W)     ADJUSTED  
 KV4761* NAVD 88     -                                                        
 KV4761  ___________________________________________________________________
 KV4761  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 KV4761  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV4761
 KV4761  HORZ ORDER  -  THIRD
 KV4761
 KV4761.The horizontal coordinates were established by classical geodetic methods
 KV4761.and adjusted by the National Geodetic Survey in September 1999..
 KV4761
 KV4761
 KV4761.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4761
 KV4761.The geoid height was determined by GEOID03.
 KV4761
 KV4761;                    North         East     Units Scale Factor Converg.
 KV4761;SPC NJ       -   206,242.702   175,596.239   MT  0.99990806   +0 11 50.8
 KV4761;SPC NJ       -   676,647.93    576,101.99   sFT  0.99990806   +0 11 50.8
 KV4761;SPC NY L     -    58,206.042   283,335.160   MT  0.99999875   -0 07 44.2
 KV4761;SPC NY L     -   190,964.32    929,575.44   sFT  0.99999875   -0 07 44.2
 KV4761;UTM  18      - 4,504,728.274   567,835.628   MT  0.99965664   +0 31 24.4
 KV4761
 KV4761                          SUPERSEDED SURVEY CONTROL
 KV4761
 KV4761  NAD 83(1996)-  40 41 26.37877(N)    074 11 49.75339(W) AD(       ) 4
 KV4761  NAD 83(1986)-  40 41 26.37618(N)    074 11 49.75515(W) AD(       ) 4
 KV4761  NAD 27      -  40 41 26.00900(N)    074 11 51.23300(W) AD(       ) 3
 KV4761
 KV4761.Superseded values are not recommended for survey control.
 KV4761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4761.See file dsdata.txt to determine how the superseded data were derived.
 KV4761
 KV4761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6783604728(NAD 83)
 KV4761_MARKER: 85 = CHIMNEY
 KV4761
 KV4761  HISTORY     - Date     Condition        Report By
 KV4761  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4761  HISTORY     - 1946     GOOD             CGS
 KV4761
 KV4761                          STATION DESCRIPTION
 KV4761
 KV4761'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4761'THE TALLER OF TWO CHIMNEYS, IN NEWARK, AT THE INTERSECTION OF
 KV4761'MOUNT OLIVET AVENUE AND UNNAMED STREET, ONE BLOCK E OF MC CLELLAN
 KV4761'STREET, IN THE PROPERTY OF THE UNITED COLOR AND PIGMENT COMPANY,
 KV4761'RISING FROM THE N CENTRAL PART OF THE BOILER HOUSE.  IT IS A RED
 KV4761'BRICK CHIMNEY AND THE TALLER OF TWO CHIMNEYS THAT ARE CLOSE
 KV4761'TOGETHER.
 KV4761'
 KV4761'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 90 FEET ABOVE GROUND.
 KV4761
 KV4761                          STATION RECOVERY (1946)
 KV4761
 KV4761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAN)
 KV4761'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3227 ***********************************************************************
 JU3227  DESIGNATION -  NEWFIELD RESET
 JU3227  PID         -  JU3227
 JU3227  STATE/COUNTY-  NJ/GLOUCESTER
 JU3227  USGS QUAD   -  NEWFIELD (1994)
 JU3227
 JU3227                         *CURRENT SURVEY CONTROL
 JU3227  ___________________________________________________________________
 JU3227* NAD 83(1996)-  39 32 13.86805(N)    075 00 14.90918(W)     ADJUSTED  
 JU3227* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 JU3227  ___________________________________________________________________
 JU3227  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 JU3227  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JU3227
 JU3227  HORZ ORDER  -  FIRST
 JU3227
 JU3227.The horizontal coordinates were established by classical geodetic methods
 JU3227.and adjusted by the National Geodetic Survey in September 1999..
 JU3227
 JU3227.The orthometric height was scaled from a topographic map.
 JU3227
 JU3227.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3227
 JU3227.The geoid height was determined by GEOID03.
 JU3227
 JU3227;                    North         East     Units Scale Factor Converg.
 JU3227;SPC NJ       -    78,254.540   106,664.414   MT  0.99992311   -0 19 15.4
 JU3227;SPC NJ       -   256,740.10    349,948.16   sFT  0.99992311   -0 19 15.4
 JU3227;UTM  18      - 4,376,391.407   499,644.113   MT  0.99960000   -0 00 09.5
 JU3227
 JU3227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3227!SPC NJ       -   0.99999859  x   0.99992311  =   0.99992171
 JU3227!UTM  18      -   0.99999859  x   0.99960000  =   0.99959860
 JU3227
 JU3227|---------------------------------------------------------------------|
 JU3227| PID    Reference Object                     Distance      Geod. Az  |
 JU3227|                                                           dddmmss.s |
 JU3227| CB2342 NEWFIELD RM 2                        60.568 METERS 08257     |
 JU3227| CB2340 NEWFIELD AZ MK                                     0911515.8 |
 JU3227| JU2973 RICHLAND RESET                      APPROX.14.1 KM 1123032.3 |
 JU3227| CB2341 NEWFIELD RM 1 RESET                  25.130 METERS 35032     |
 JU3227|---------------------------------------------------------------------|
 JU3227
 JU3227                          SUPERSEDED SURVEY CONTROL
 JU3227
 JU3227  NAD 83(1991)-  39 32 13.85675(N)    075 00 14.90443(W) AD(       ) 1
 JU3227  NAD 83(1986)-  39 32 13.85063(N)    075 00 14.90725(W) AD(       ) 1
 JU3227  NAD 27      -  39 32 13.43100(N)    075 00 16.28000(W) AD(       ) 1
 JU3227
 JU3227.Superseded values are not recommended for survey control.
 JU3227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3227.See file dsdata.txt to determine how the superseded data were derived.
 JU3227
 JU3227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9964476391(NAD 83)
 JU3227_MARKER: V = STONE MONUMENT
 JU3227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3227
 JU3227  HISTORY     - Date     Condition        Report By
 JU3227  HISTORY     - 1887     MONUMENTED       CGS
 JU3227  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JU3227  HISTORY     - 1974     SEE DESCRIPTION  NGS
 JU3227
 JU3227                          STATION DESCRIPTION
 JU3227
 JU3227'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (EAB)
 JU3227'STATION IS IN FRANKLIN TOWNSHIP 1-1/2 MILES FROM THE VILLAGE OF
 JU3227'NEWFIELD IN A DIRECTION S.56 DEG E. ON THE SOUTH SIDE OF THE ROAD
 JU3227'(KNOWN AS THE WEYMOUTH ROAD) LEADING FROM NEWFIELD TO FOREST
 JU3227'GROVE AND ABOUT 100 FEET FROM THE ROAD.  IT IS LOCATED ON LAND
 JU3227'OWNED BY JACKSON WARNER AND IS 65 PACES S.25 DEG E. FROM HIS HOUSE.
 JU3227'THE STATION MARK IS A GRANITE POST DRESSED 6 INCHES SQUARE ON
 JU3227'THE TOP AND DOWN THE SIDES 6 INCHES WITH THE LETTER U.S. CUT
 JU3227'IN EACH OF THE FOUR SIDES AND AN EQUILATERAL TRIANGLE CUT ON
 JU3227'THE TOP.  THE POST IS SET IN HYDRAULIC CEMENT AND STONES, 4 FEET
 JU3227'IN THE GROUND.  THE CENTER OF THE TRIANGLE IS THE
 JU3227'STATION.  FROM THIS CENTER THE FOLLOWING MEASUREMENTS WERE
 JU3227'TAKEN--
 JU3227'
 JU3227'N.68 DEG W., 50.1 FEET TO THE NORTHEAST CORNER OF THE FOUNDATION
 JU3227'WALL OF THE HEN HOUSE.  N.76 DEG E., 208.1 FEET TO A BLACK WALNUT
 JU3227'SAPLING, BY THE SOUTH SIDE OF THE ROAD, PLANTED DIRECTLY ON THE
 JU3227'CORNER OF LANDS OF JACKSON WARNER AND WILLIAM WARNER OF
 JU3227'NEWFIELD.  N.10 DEG E., 80 FEET TO A NAIL DRIVEN IN A CUT AT THE
 JU3227'BASE OF A RED CEDAR ON THE BORDER OF THE ROAD.
 JU3227
 JU3227                          STATION RECOVERY (1935)
 JU3227
 JU3227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU3227'THE STATION MARK WAS RECOVERED WITH THE TOP BROKEN OFF SO AS TO
 JU3227'DESTROY THE LETTERS U.S. BUT THE REMAINDER OF THE POST IS IN
 JU3227'EXCELLENT CONDITION AND APPARENTLY HAS NOT BEEN MOVED.  NONE OF
 JU3227'THE REFERENCE MARKS WAS RECOVERED.
 JU3227'
 JU3227'THE ORIGINAL MONUMENT WAS NOT MOVED AND A STANDARD DISK WAS
 JU3227'PUT IN THE CENTER OF THE CROSS AND WAS RE-ENFORCED.
 JU3227'DESCRIBED.  NEW REFERENCE AND AZIMUTH MARKS WERE SET.
 JU3227'
 JU3227'THE STATION IS LOCATED ON THE PROPERTY OF WILLIAM BETHLI, 3.5
 JU3227'MILES (AIRLINE) NORTH-NORTHEAST OF VINELAND, 33 PACES
 JU3227'SOUTH-SOUTHWEST OF THE CENTERLINE OF A GRAVEL ROAD, 23 PACES
 JU3227'SOUTHWEST OF AN 18-INCH TREE, 22 PACES EAST OF THE BETHLI
 JU3227'RESIDENCE, AND 18 PACES NORTHEAST OF A PRIVY.  THE MARK PROJECTS 6
 JU3227'INCHES AND IS STAMPED NEWFIELD 1887 - 1935.
 JU3227'
 JU3227'TO REACH THE STATION FROM THE RAILROAD STATION IN VINELAND, GO
 JU3227'NORTHWARD ON WEST BOULEVARD FOLLOWING A PAVED STREET PARALLEL
 JU3227'TO THE RAILROAD FOR 3.6 MILES TO A CROSS ROAD (WEYMOUTH ROAD),
 JU3227'HERE TURN RIGHT ACROSS THE TRACK ON A MACADAM ROAD WHICH BECOMES
 JU3227'A GRAVEL ROAD FOR 1.0 MILE TO THE WILLIAM BETHLI HOME AND THE
 JU3227'STATION.
 JU3227'
 JU3227'REFERENCE MARK NO. 1 IS 24.998 METERS (82.02 FEET) NORTH OF
 JU3227'THE STATION, 7 PACES SOUTHWEST OF THE CENTERLINE OF A GRAVEL
 JU3227'ROAD, 6 PACES SOUTHEAST OF A 24-INCH CEDAR TREE, AND 2 PACES
 JU3227'NORTHWEST OF A 6-INCH HICKORY TREE.  THE MARK PROJECTS 6 INCHES
 JU3227'AND IS STAMPED NEWFIELD NO 1 1935.
 JU3227'
 JU3227'REFERENCE MARK NO. 2 IS 60.560 METERS (198.70 FEET) EAST OF
 JU3227'THE STATION, 19 PACES SOUTH OF THE CENTERLINE OF A GRAVEL ROAD,
 JU3227'6 PACES NORTHEAST OF A 4-INCH PINE TREE, AND 2 PACES EAST OF THE
 JU3227'CENTERLINE OF A DIM PRIVATE ROAD.  THE MARK PROJECTS 8 INCHES
 JU3227'AND IS STAMPED NEWFIELD NO 2 1935.
 JU3227'
 JU3227'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE EAST OF THE STATION,
 JU3227'ABOUT 75 YARDS EAST-SOUTHEAST OF A RAILROAD CROSSING, 7 PACES
 JU3227'SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, 4 PACES NORTH-NORTHEAST
 JU3227'OF A RAILROAD RIGHT-OF-WAY FENCE, AND 21 PACES SOUTHWEST OF A
 JU3227'SIGN RR.  THE MARK PROJECTS 4 INCHES AND IS STAMPED NEWFIELD
 JU3227'1887 - 1935.
 JU3227'
 JU3227'REFERENCE MARK NO. 1 IS 66.49 METERS (218.14 FEET) FROM
 JU3227'REFERENCE MARK NO. 2.
 JU3227'
 JU3227'A 77-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 JU3227
 JU3227                          STATION RECOVERY (1974)
 JU3227
 JU3227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU3227'UNABLE TO MEASURE BETWEEN RMS.  NO OTHER OBJECTS VISIBLE FROM THE
 JU3227'GROUND.
 JU3227'
 JU3227'THE STATION SURFACE DISK WAS FOUND DESTROYED.  THE UPPER PART OF
 JU3227'THE OLD GRANITE POST WAS FOUND BROKEN OFF.  THE CENTER OF THE POST,
 JU3227'WHICH WAS THE ORIGINAL STATION MARK, WAS FOUND SOLID AND IN GOOD
 JU3227'CONDITION.  THERE WAS NO REPORT OF A SUB-SURFACE MARKER EVER BEING
 JU3227'ESTABLISHED.  A NEW SURFACE DISK WAS SET OVER THE OLD GRANITE
 JU3227'POST WHICH WAS FOUND.  THE CENTER OF THE OLD GRANITE POST WAS
 JU3227'DEFINITE AND IT WAS CONSIDERED TO BE THE ORIGINAL POINT WHICH
 JU3227'WAS ESTABLISHED IN 1887.  REFERENCE MARK 1 WAS FOUND
 JU3227'TILTED TO THE WEST ABOUT 5 DEGREES.  IT WAS STRAIGHTENED AND THE
 JU3227'DISTANCE AND DIRECTION OBSERVER.  REFERENCE MARK 2 WAS
 JU3227'RECOVERED AND FOUND IN GOOD CONDITION AND APPARENTLY
 JU3227'UNDISTURBED.  A LONGER DISTANCE OF 0.03 FOOT WAS NOTED TO
 JU3227'REFERENCE MARK 2.  THE DIFFERENCE TO IT WAS CONTRIBUTED TO THE
 JU3227'GREAT DISTANCE.  A SEARCH WAS MADE FOR THE AZIMUTH MARK AND
 JU3227'NO EVIDENCE OF IT WAS FOUND.  A NEW TELEPHONE CABLE HAS BEEN
 JU3227'BURIED NEAR WHERE THE MONUMENT WAS.  IT IS POSSIBLE THAT THE
 JU3227'MONUMENT WAS DESTROYED DURING THE DIGGING OF THE TRENCH.
 JU3227'THE LINE TO THE AREA WHERE THE MONUMENT WAS LOCATED IS NOW
 JU3227'OBSTRUCTED AND THE EXACT LOCATION OF IT COULD NOT BE DETERMINED.
 JU3227'
 JU3227'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU3227'
 JU3227'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF BUENA, 4-1/2
 JU3227'MILES NORTH OF VINELAND, 4-1/2 MILES SOUTHEAST OF THE INTERSECTION
 JU3227'OF U.S. HIGHWAY 40 AND STATE HIGHWAY 47 AND 3 MILES WEST OF
 JU3227'DOWNSTOWN.
 JU3227'
 JU3227'TO REACH FROM THE TRAFFIC CIRCLE AT THE INTERSECTION OF STATE
 JU3227'HIGHWAY 47 AND LANDIS AVENUE IN VINELAND, GO NORTH ON STATE HIGHWAY
 JU3227'47 FOR 4.15 MILES TO A CROSSROADS.  TURN RIGHT AND GO EAST OF
 JU3227'WEYMOUTH ROAD FOR 1.55 MILES TO A CROSSROADS AT A RAILROAD
 JU3227'CROSSING.  CONTINUED EAST ON WEYMOUTH ROAD FOR 1.0 MILE TO A TWO
 JU3227'STORY HOUSE ON THE RIGHT AND THE STATION ON THE RIGHT, SOUTH
 JU3227'SIDE OF THE ROAD.
 JU3227'
 JU3227'THE STATION MARK IS A STANDARD DISK STAMPED NEWFIELD 1887 1974,
 JU3227'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS
 JU3227'8-INCHES BELOW THE SURFACE OF THE GROUND.  IT IS ON THE EAST EDGE
 JU3227'OF A SMALL LILAC TREE, 107 FEET SOUTH OF THE CENTER OF WEYMOUTH
 JU3227'ROAD, 91.1 FEET SOUTHEAST OF A POWERLINE POLE NUMBERED SS 196 F,
 JU3227'79 FEET SOUTH OF A 18-INCH OAK TREE, 70.2 FEET EAST OF THE
 JU3227'NORTHEAST CORNER OF THE PORCH FOR THE TWO STORY HOUSE AND 47 FEET
 JU3227'EAST OF THE CENTER OF A PRIVATE DRIVE.
 JU3227'
 JU3227'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NEWFIELD NO 1 1935,
 JU3227'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 JU3227'PROJECTS 8-INCHES.  IT IS 91 FEET NORTHEAST OF THE NORTHEAST
 JU3227'CORNER OF THE PORCH FOR THE TWO STORY HOUSE, 27.8 FEET SOUTH OF
 JU3227'THE CENTER OF WEYMOUTH ROAD, 26 FEET EAST OF THE CENTER OF THE
 JU3227'PRIVATE DRIVE, 11.4 FEET SOUTHEAST OF THE POWERLINE POLE AND
 JU3227'6.8 FEET WEST OF THE OAK TREE.
 JU3227'
 JU3227'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NEWFIELD NO 2 1935,
 JU3227'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 JU3227'PROJECTS 8-INCHES.  IT IS 65.3 FEET SOUTH OF THE CENTER OF WEYMOUTH
 JU3227'ROAD, 125 FEET WEST OF THE CENTER OF A PRIVATE DRIVE, 57.3 FEET
 JU3227'SOUTHEAST OF POWERLINE POLE NUMBERED SJ 195 F AND 84 FEET
 JU3227'NORTHWEST OF THE NORTHWEST CORNER OF A ONE STORY HOUSE.
 JU3227'11A)
 JU3227'
 JU3227'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3227'3 MILES WEST OF DOWNSTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3111 ***********************************************************************
 JU3111  DESIGNATION -  NEWTON
 JU3111  PID         -  JU3111
 JU3111  STATE/COUNTY-  NJ/CAMDEN
 JU3111  USGS QUAD   -  PHILADELPHIA (1994)
 JU3111
 JU3111                         *CURRENT SURVEY CONTROL
 JU3111  ___________________________________________________________________
 JU3111* NAD 83(1996)-  39 54 27.90778(N)    075 07 30.67953(W)     ADJUSTED  
 JU3111* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3111  ___________________________________________________________________
 JU3111  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 JU3111  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JU3111
 JU3111  HORZ ORDER  -  SECOND
 JU3111
 JU3111.The horizontal coordinates were established by classical geodetic methods
 JU3111.and adjusted by the National Geodetic Survey in September 1999..
 JU3111
 JU3111.The orthometric height was scaled from a topographic map.
 JU3111
 JU3111.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3111
 JU3111.The geoid height was determined by GEOID03.
 JU3111
 JU3111;                    North         East     Units Scale Factor Converg.
 JU3111;SPC NJ       -   119,459.912    96,546.105   MT  0.99993516   -0 24 04.0
 JU3111;SPC NJ       -   391,928.06    316,751.68   sFT  0.99993516   -0 24 04.0
 JU3111;SPC PA S     -    67,115.781   824,411.957   MT  1.00000410   +1 42 10.7
 JU3111;SPC PA S     -   220,195.69  2,704,758.23   sFT  1.00000410   +1 42 10.7
 JU3111;UTM  18      - 4,417,526.192   489,299.558   MT  0.99960141   -0 04 49.1
 JU3111
 JU3111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3111!SPC NJ       -   1.00000505  x   0.99993516  =   0.99994021
 JU3111!SPC PA S     -   1.00000505  x   1.00000410  =   1.00000915
 JU3111!UTM  18      -   1.00000505  x   0.99960141  =   0.99960646
 JU3111
 JU3111:                Primary Azimuth Mark                     Grid Az
 JU3111:SPC NJ       -  CAMDEN ARMSTRONG CORK CHIMNEY            002 15 04.9
 JU3111:SPC PA S     -  CAMDEN ARMSTRONG CORK CHIMNEY            000 08 50.2
 JU3111:UTM  18      -  CAMDEN ARMSTRONG CORK CHIMNEY            001 55 50.0
 JU3111
 JU3111|---------------------------------------------------------------------|
 JU3111| PID    Reference Object                     Distance      Geod. Az  |
 JU3111|                                                           dddmmss.s |
 JU3111| JU3190 CAMDEN ARMSTRONG CORK CHIMNEY       APPROX. 1.4 KM 0015100.9 |
 JU3111| CB2346 NEWTON RM 1                           7.995 METERS 00715     |
 JU3111| CB2347 NEWTON RM 2                           5.300 METERS 11008     |
 JU3111| JU3197 T WHARF 2                           485.870 METERS 1930907.8 |
 JU3111| JU3128 PHILADELPHIA PT HOUSE TANK USE      APPROX. 1.2 KM 2313024.2 |
 JU3111| JU3124 PHILADELPHIA QUARTERMASTER TK       APPROX. 1.2 KM 2913102.2 |
 JU3111| JU3127 PHILADELPHIA CAMPHOR CHIM USE       APPROX. 1.4 KM 3053709.9 |
 JU3111| JU3186 CAMDEN MC ANDREWS FORBES CHIM       APPROX. 1.3 KM 3581007.1 |
 JU3111|---------------------------------------------------------------------|
 JU3111
 JU3111                          SUPERSEDED SURVEY CONTROL
 JU3111
 JU3111  NAD 83(1991)-  39 54 27.90268(N)    075 07 30.67982(W) AD(       ) 2
 JU3111  NAD 83(1986)-  39 54 27.89893(N)    075 07 30.68211(W) AD(       ) 2
 JU3111  NAD 27      -  39 54 27.49840(N)    075 07 32.04530(W) AD(       ) 2
 JU3111
 JU3111.Superseded values are not recommended for survey control.
 JU3111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3111.See file dsdata.txt to determine how the superseded data were derived.
 JU3111
 JU3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8930017526(NAD 83)
 JU3111_MARKER: DD = SURVEY DISK
 JU3111_SETTING: 0 = UNSPECIFIED SETTING
 JU3111
 JU3111  HISTORY     - Date     Condition        Report By
 JU3111  HISTORY     - 1925     MONUMENTED       USE
 JU3111  HISTORY     - 1933     GOOD             CGS
 JU3111  HISTORY     - 1946     GOOD             CGS
 JU3111
 JU3111                          STATION DESCRIPTION
 JU3111
 JU3111'DESCRIBED BY US ENGINEERS 1925 (LDG)
 JU3111'LOCATED ON PIER NO.6, N YARD OF NEW YORK SHIP YARD IN CAMDEN.  THIS
 JU3111'PIER IS ON THE N SIDE OF NEWTON CREEK.  STATION MARK IS A STANDARD
 JU3111'U.S.E.D. MARK CEMENTED IN A DRILLED HOLE IN CONCRETE BULKHEAD.  IT
 JU3111'IS 64.7 FEET FROM CENTER OF UPPER MOORING POST.  4.8 FEET FROM
 JU3111'CENTER OF LOWER MOORING POST, AND 1.4 FEET FROM OUTER EDGE OF
 JU3111'BULKHEAD.  REFERENCE MARKS ARE 1/2-INCH COPPER RODS WITH A HOLE
 JU3111'IN THEIR TOP, CEMENTED IN DRILLED HOLES IN BULKHEAD.
 JU3111'
 JU3111'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
 JU3111
 JU3111                          STATION RECOVERY (1933)
 JU3111
 JU3111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3111'RECOVERED STATION AS DESCRIBED AND FOUND ALL MARKS IN GOOD
 JU3111'CONDITION.  IT IS LOCATED ON PIER NO.6, N YARD OF NEW YORK
 JU3111'SHIPBUILDING COMPANY IN CAMDEN, NEW JERSEY.  THIS PIER IS N OF
 JU3111'NEWTON CREEK AND IS A STANDARD U.S.E.D. MARK CEMENTED IN A
 JU3111'CONCRETE BULKHEAD ON SW CORNER OF PIER.  REFERENCE MARK NO.1
 JU3111'IS A 1/4-INCH BOLT CEMENTED IN DRILL HOLE IN W FACE OF CONCRETE
 JU3111'BULKHEAD AND N OF THE STATION, DISTANT 7.99 METERS.  REFERENCE
 JU3111'MARK NO.2 IS A 1/4-INCH BOLT CEMENTED IN A DRILL HOLE IN S
 JU3111'FACE OF BULKHEAD AND E OF STATION, DISTANT 5.30 METERS.
 JU3111'
 JU3111'FOR ADDITIONAL DATA ON THIS STATION SEE DESCRIPTION OF
 JU3111'NEWTON ECCENTRIC.
 JU3111
 JU3111                          STATION RECOVERY (1946)
 JU3111
 JU3111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3111'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 JU3111'ORIGINAL DESCRIPTION AND THE 1933 RECOVERY NOTES ARE
 JU3111'ADEQUATE.  DISTANCES TO REFERENCE MARKS WERE MEASURED AND
 JU3111'FOUND TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3117 ***********************************************************************
 JU3117  DESIGNATION -  NEWTON ECCENTRIC
 JU3117  PID         -  JU3117
 JU3117  STATE/COUNTY-  NJ/CAMDEN
 JU3117  USGS QUAD   -  PHILADELPHIA (1994)
 JU3117
 JU3117                         *CURRENT SURVEY CONTROL
 JU3117  ___________________________________________________________________
 JU3117* NAD 83(1996)-  39 54 28.36798(N)    075 07 29.93839(W)     ADJUSTED  
 JU3117* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3117  ___________________________________________________________________
 JU3117  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 JU3117  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JU3117
 JU3117  HORZ ORDER  -  SECOND
 JU3117
 JU3117.The horizontal coordinates were established by classical geodetic methods
 JU3117.and adjusted by the National Geodetic Survey in September 1999..
 JU3117
 JU3117.The orthometric height was scaled from a topographic map.
 JU3117
 JU3117.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3117
 JU3117.The geoid height was determined by GEOID03.
 JU3117
 JU3117;                    North         East     Units Scale Factor Converg.
 JU3117;SPC NJ       -   119,473.981    96,563.807   MT  0.99993514   -0 24 03.5
 JU3117;SPC NJ       -   391,974.22    316,809.76   sFT  0.99993514   -0 24 03.5
 JU3117;SPC PA S     -    67,130.492   824,429.132   MT  1.00000408   +1 42 11.1
 JU3117;SPC PA S     -   220,243.96  2,704,814.58   sFT  1.00000408   +1 42 11.1
 JU3117;UTM  18      - 4,417,540.356   489,317.175   MT  0.99960140   -0 04 48.7
 JU3117
 JU3117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3117!SPC NJ       -   1.00000505  x   0.99993514  =   0.99994019
 JU3117!SPC PA S     -   1.00000505  x   1.00000408  =   1.00000913
 JU3117!UTM  18      -   1.00000505  x   0.99960140  =   0.99960645
 JU3117
 JU3117:                Primary Azimuth Mark                     Grid Az
 JU3117:SPC NJ       -  CAMDEN ARMSTRONG CORK CHIMNEY            001 33 08.3
 JU3117:SPC PA S     -  CAMDEN ARMSTRONG CORK CHIMNEY            359 26 53.7
 JU3117:UTM  18      -  CAMDEN ARMSTRONG CORK CHIMNEY            001 13 53.5
 JU3117
 JU3117|---------------------------------------------------------------------|
 JU3117| PID    Reference Object                     Distance      Geod. Az  |
 JU3117|                                                           dddmmss.s |
 JU3117| JU3190 CAMDEN ARMSTRONG CORK CHIMNEY       APPROX. 1.4 KM 0010904.8 |
 JU3117| JU3062 CAMDEN ST JOSEPHS CHURCH CROSS      APPROX. 2.8 KM 0271208.1 |
 JU3117| JU3025 CAMDEN NJ WATER CO STANDPIPE        APPROX. 5.9 KM 0360518.5 |
 JU3117| JU3064 CAMDEN PUMPING STA 4 STANDPIPE      APPROX. 2.8 KM 0363817.7 |
 JU3117| JU3050 CAMDEN SHIPBUILDING TANK            APPROX. 0.7 KM 0390112.6 |
 JU3117| CB2344 NEWTON ECC RM 1                      25.588 METERS 07756     |
 JU3117| JU3030 COLLINGSWOOD MUN STANDPIPE          APPROX. 4.9 KM 0795807.0 |
 JU3117| JU3023 COLLINGSWOOD WATER TANK             APPROX. 3.3 KM 0895035.3 |
 JU3117| JU3038 HADDON HEIGHTS EAST STANDPIPE       APPROX. 6.8 KM 1093618.6 |
 JU3117| CB2345 NEWTON ECC RM 2                      29.407 METERS 12444     |
 JU3117| JU3076 RUNNEMEDE MUNICIPAL STANDPIPE       APPROX. 7.9 KM 1411441.3 |
 JU3117| JU3055 GLOUCESTER MUNICIPAL STANDPIPE      APPROX. 1.4 KM 1480753.8 |
 JU3117| JU3058 BROOKLAWN MUNICIPAL TANK            APPROX. 3.4 KM 1641441.6 |
 JU3117| JU3048 GLOUCESTER ST MARYS CH SPIRE        APPROX. 1.3 KM 1653149.2 |
 JU3117| JU3189 GLOUCESTER WELSBACH CO TANK         467.708 METERS 1780701.9 |
 JU3117| JU3188 GLOUCESTER WELSBACH CO STACK        428.659 METERS 1795522.7 |
 JU3117| JU3079 WESTVILLE MUNICIPAL TANK            APPROX. 3.9 KM 1814734.1 |
 JU3117| JU3102 COLONIAL MANOR WATER TANK           APPROX. 6.1 KM 1953135.6 |
 JU3117| JU3095 WOODBURY COURTHOUSE CLOCK TWR       APPROX. 8.1 KM 1972837.0 |
 JU3117| JU3084 AIRWAY BEACON 67                    APPROX.14.7 KM 2194143.6 |
 JU3117| JU3092 NATIONAL PARK MUN STANDPIPE         APPROX. 6.7 KM 2253608.0 |
 JU3117| JU3111 NEWTON                               22.606 METERS 23107     |
 JU3117| JU3151 PHILADELPHIA NAVY YD PWR TANK       APPROX. 4.4 KM 2384057.6 |
 JU3117| JU3150 PHILADELPHIA NAVY YD PWR STACK      APPROX. 4.4 KM 2385903.7 |
 JU3117| JU3155 PHILADELPHIA NAVY YD S RAD TWR      APPROX. 4.9 KM 2454101.0 |
 JU3117| JU3154 PHILADELPHIA NAVY YD N RAD TWR      APPROX. 4.8 KM 2480639.9 |
 JU3117| JU3199 PHILADELPHIA PUBLICKER TANK         APPROX. 0.8 KM 2810247.3 |
 JU3117| JU3148 PHILADELPHIA ANNUNCIATION CH        APPROX. 4.0 KM 3091459.8 |
 JU3117| JU3152 PHILADELPHIA PRR POWER STACK        APPROX. 7.6 KM 3174006.2 |
 JU3117| JU3142 PHILADELPHIA GER EVAN LUTH CH       APPROX. 3.7 KM 3242906.6 |
 JU3117| JU3136 PHILADELPHIA DEL SUGAR STACK        APPROX. 2.8 KM 3272848.3 |
 JU3117| JU3141 PHILADELPHIA PA MUTUAL BLDG         APPROX. 4.9 KM 3332544.0 |
 JU3117| JU3186 CAMDEN MC ANDREWS FORBES CHIM       APPROX. 1.3 KM 3572110.3 |
 JU3117|---------------------------------------------------------------------|
 JU3117
 JU3117                          SUPERSEDED SURVEY CONTROL
 JU3117
 JU3117  NAD 83(1991)-  39 54 28.36287(N)    075 07 29.93869(W) AD(       ) 2
 JU3117  NAD 83(1986)-  39 54 28.35898(N)    075 07 29.94122(W) AD(       ) 2
 JU3117  NAD 27      -  39 54 27.95860(N)    075 07 31.30420(W) AD(       ) 2
 JU3117
 JU3117.Superseded values are not recommended for survey control.
 JU3117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3117.See file dsdata.txt to determine how the superseded data were derived.
 JU3117
 JU3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8931717540(NAD 83)
 JU3117_MARKER: DS = TRIANGULATION STATION DISK
 JU3117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3117_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3117
 JU3117  HISTORY     - Date     Condition        Report By
 JU3117  HISTORY     - 1933     MONUMENTED       CGS
 JU3117  HISTORY     - 1946     GOOD             CGS
 JU3117
 JU3117                          STATION DESCRIPTION
 JU3117
 JU3117'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3117'THIS STATION IS LOCATED ON PIER NO. 6, N YARD OF NEW YORK SHIP
 JU3117'YARD IN CAMDEN, NEW JERSEY.  THIS PIER IS N OF NEWTON CREEK AND
 JU3117'PIER IS FORMED BY A CONCRETE BULKHEAD FILLED IN WITH CINDERS
 JU3117'AND EARTH.  STATION IS 74.19 FEET NE OF NEWTON (U.S.E.D.), 54.5
 JU3117'FEET N OF S FACE OF PIER, 19.75 FEET S OF N FACE OF PIER, AND
 JU3117'51.3 FEET E OF W FACE OF PIER.
 JU3117'
 JU3117'TO REACH STATION, ENTER MAIN GATE OF NEW YORK SHIPBUILDING
 JU3117'COMPANY WHICH OPENS ON BROADWAY.  GATEMAN WILL GET PERMISSION
 JU3117'FROM MAIN OFFICE AND DIRECT TRUCK DRIVER ROUTE TO TAKE TO REACH
 JU3117'STATION.  STATION MARK IS FLUSH WITH THE EARTHS SURFACE.
 JU3117'
 JU3117'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU3117'DISKS SET IN CONCRETE.
 JU3117'
 JU3117'REFERENCE MARK NO.1 IS CEMENTED IN DRILL HOLE IN CONCRETE
 JU3117'BULKHEAD, N FACE OF PIER AND ABOUT 16 FEET W OF A MOORING BIT.
 JU3117'
 JU3117'REFERENCE MARK NO.2 IS CEMENTED IN DRILL HOLE IN CONCRETE
 JU3117'BULKHEAD S FACE OF PIER APPROXIMATELY 15 FEET W OF A MOORING
 JU3117'POST WHICH IS THE SECOND ONE FROM THE W END OF THE PIER.
 JU3117
 JU3117                          STATION RECOVERY (1946)
 JU3117
 JU3117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3117'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU3117'ORIGINAL DESCRIPTION IS ADEQUATE.  DISTANCES TO REFERENCE MARKS
 JU3117'WERE MEASURED AND FOUND TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2628 ***********************************************************************
 LY2628  DESIGNATION -  NEWTON MUNICIPAL TANK
 LY2628  PID         -  LY2628
 LY2628  STATE/COUNTY-  NJ/SUSSEX
 LY2628  USGS QUAD   -  NEWTON WEST (1994)
 LY2628
 LY2628                         *CURRENT SURVEY CONTROL
 LY2628  ___________________________________________________________________
 LY2628* NAD 83(1996)-  41 03 19.89101(N)    074 45 50.44533(W)     ADJUSTED  
 LY2628* NAVD 88     -                                                        
 LY2628  ___________________________________________________________________
 LY2628  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 LY2628  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 LY2628
 LY2628  HORZ ORDER  -  THIRD
 LY2628
 LY2628.The horizontal coordinates were established by classical geodetic methods
 LY2628.and adjusted by the National Geodetic Survey in September 1999..
 LY2628
 LY2628
 LY2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2628
 LY2628.The geoid height was determined by GEOID03.
 LY2628
 LY2628;                    North         East     Units Scale Factor Converg.
 LY2628;SPC NJ       -   246,746.858   127,808.112   MT  0.99990606   -0 10 24.2
 LY2628;SPC NJ       -   809,535.32    419,317.11   sFT  0.99990606   -0 10 24.2
 LY2628;SPC PA N     -   103,037.484   850,960.076   MT  0.99997667   +1 58 31.3
 LY2628;SPC PA N     -   338,048.81  2,791,858.18   sFT  0.99997667   +1 58 31.3
 LY2628;UTM  18      - 4,544,947.747   519,830.245   MT  0.99960484   +0 09 18.0
 LY2628
 LY2628                          SUPERSEDED SURVEY CONTROL
 LY2628
 LY2628  NAD 83(1996)-  41 03 19.89013(N)    074 45 50.44584(W) AD(       ) 4
 LY2628  NAD 83(1986)-  41 03 19.89024(N)    074 45 50.44553(W) AD(       ) 4
 LY2628  NAD 27      -  41 03 19.54300(N)    074 45 51.85100(W) AD(       ) 3
 LY2628
 LY2628.Superseded values are not recommended for survey control.
 LY2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2628.See file dsdata.txt to determine how the superseded data were derived.
 LY2628
 LY2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1983044948(NAD 83)
 LY2628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2628+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 LY2628
 LY2628  HISTORY     - Date     Condition        Report By
 LY2628  HISTORY     - 1942     MONUMENTED       CGS
 LY2628  HISTORY     - 20050616 GOOD             GEOCAC
 LY2628
 LY2628                          STATION DESCRIPTION
 LY2628
 LY2628'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2628'THIS INTERSECTION STATION IS THE NEWTON MUNICIPAL WATER TANK,
 LY2628'LOCATED ON A HILL ABOUT HALF A MILE SW OF THE CENTER OF THE
 LY2628'TOWN.  THE TANK IS AN ALUMINUM PAINTED STEEL TANK SUPPORTED BY
 LY2628'4 LEGS.  THE OVERALL HEIGHT IS ABOUT 100 FEET.  THE APEX OF THE
 LY2628'TOP WAS THE POINT OBSERVED.
 LY2628
 LY2628                          STATION RECOVERY (2005)
 LY2628
 LY2628'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 LY2628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5823 ***********************************************************************
 KV5823  DESIGNATION -  NEWTON PRESB CHURCH SPIRE
 KV5823  PID         -  KV5823
 KV5823  STATE/COUNTY-  NJ/SUSSEX
 KV5823  USGS QUAD   -  TRANQUILITY (1971)
 KV5823
 KV5823                         *CURRENT SURVEY CONTROL
 KV5823  ___________________________________________________________________
 KV5823* NAD 83(1996)-  40 59 44.91283(N)    074 51 36.46175(W)     ADJUSTED  
 KV5823* NAVD 88     -                                                        
 KV5823  ___________________________________________________________________
 KV5823  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 KV5823  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KV5823
 KV5823  HORZ ORDER  -  THIRD
 KV5823
 KV5823.The horizontal coordinates were established by classical geodetic methods
 KV5823.and adjusted by the National Geodetic Survey in September 1999..
 KV5823
 KV5823
 KV5823.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5823
 KV5823.The geoid height was determined by GEOID03.
 KV5823
 KV5823;                    North         East     Units Scale Factor Converg.
 KV5823;SPC NJ       -   240,144.662   119,701.625   MT  0.99991129   -0 14 10.5
 KV5823;SPC NJ       -   787,874.61    392,721.08   sFT  0.99991129   -0 14 10.5
 KV5823;SPC PA S     -   188,577.039   843,113.044   MT  1.00000471   +1 52 29.7
 KV5823;SPC PA S     -   618,689.84  2,766,113.38   sFT  1.00000471   +1 52 29.7
 KV5823;UTM  18      - 4,538,301.254   511,764.174   MT  0.99960170   +0 05 30.3
 KV5823
 KV5823                          SUPERSEDED SURVEY CONTROL
 KV5823
 KV5823  NAD 83(1986)-  40 59 44.91085(N)    074 51 36.46259(W) AD(       ) 4
 KV5823  NAD 27      -  40 59 44.56000(N)    074 51 37.86000(W) AD(       ) 3
 KV5823
 KV5823.Superseded values are not recommended for survey control.
 KV5823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5823.See file dsdata.txt to determine how the superseded data were derived.
 KV5823
 KV5823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1176438301(NAD 83)
 KV5823_MARKER: 90 = CHURCH SPIRE
 KV5823
 KV5823  HISTORY     - Date     Condition        Report By
 KV5823  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV5823  HISTORY     - 1972     GOOD             NGS
 KV5823
 KV5823                          STATION DESCRIPTION
 KV5823
 KV5823'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV5823'THIS INTERSECTION STATION IS THE SPIRE OF THE YELLOW FRAME
 KV5823'PRESBYTERIAN CHURCH, LOCATED ABOUT 2-1/2 MILES SW OF NEWTON AT
 KV5823'THE WARREN-SUSSEX COUNTY LINE.  IT IS AT A CROSS ROAD AND
 KV5823'IS ABOUT 100 YARDS E OF STATE HIGHWAY 8.  IT IS A YELLOW FRAME
 KV5823'BUILDING WITH A SPIRE AND BELFRY AT THE SOUTHERNMOST END OF THE
 KV5823'BUILDING.  THE OVERALL HEIGHT IS ABOUT 40 FEET.
 KV5823'
 KV5823'THE POINT OBSERVED UPON WAS THE TIP OF THE SPIRE.
 KV5823
 KV5823                          STATION RECOVERY (1972)
 KV5823
 KV5823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KV5823'RECOVERED AS DESCRIBED.
 KV5823'
 KV5823'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5823'2-1/2 MILES SOUTHWEST OF NEWTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2629 ***********************************************************************
 LY2629  DESIGNATION -  NEWTON PRESBYTERIAN CH SPIRE
 LY2629  PID         -  LY2629
 LY2629  STATE/COUNTY-  NJ/SUSSEX
 LY2629  USGS QUAD   -  NEWTON WEST (1994)
 LY2629
 LY2629                         *CURRENT SURVEY CONTROL
 LY2629  ___________________________________________________________________
 LY2629* NAD 83(1996)-  41 03 27.40676(N)    074 45 17.10659(W)     ADJUSTED  
 LY2629* NAVD 88     -                                                        
 LY2629  ___________________________________________________________________
 LY2629  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 LY2629  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 LY2629
 LY2629  HORZ ORDER  -  THIRD
 LY2629
 LY2629.The horizontal coordinates were established by classical geodetic methods
 LY2629.and adjusted by the National Geodetic Survey in September 1999..
 LY2629
 LY2629
 LY2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2629
 LY2629.The geoid height was determined by GEOID03.
 LY2629
 LY2629;                    North         East     Units Scale Factor Converg.
 LY2629;SPC NJ       -   246,976.371   128,587.214   MT  0.99990564   -0 10 02.4
 LY2629;SPC NJ       -   810,288.31    421,873.22   sFT  0.99990564   -0 10 02.4
 LY2629;UTM  18      - 4,545,181.651   520,607.785   MT  0.99960523   +0 09 39.9
 LY2629
 LY2629                          SUPERSEDED SURVEY CONTROL
 LY2629
 LY2629  NAD 83(1996)-  41 03 27.40635(N)    074 45 17.10707(W) AD(       ) 4
 LY2629  NAD 83(1986)-  41 03 27.40647(N)    074 45 17.10673(W) AD(       ) 4
 LY2629  NAD 27      -  41 03 27.06100(N)    074 45 18.54500(W) AD(       ) 3
 LY2629
 LY2629.Superseded values are not recommended for survey control.
 LY2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2629.See file dsdata.txt to determine how the superseded data were derived.
 LY2629
 LY2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2060845182(NAD 83)
 LY2629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2629+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 LY2629
 LY2629  HISTORY     - Date     Condition        Report By
 LY2629  HISTORY     - 1883     MONUMENTED       CGS
 LY2629  HISTORY     - 20050616 GOOD             GEOCAC
 LY2629
 LY2629                          STATION DESCRIPTION
 LY2629
 LY2629'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (EAB)
 LY2629'THE HIGH, SLATE-COVERED SPIRE OF THE PRESBYTERIAN CHURCH OF
 LY2629'NEWTON, ON THE E CORNER OF THE JUNCTION OF HIGH AND CHURCH
 LY2629'STREETS.  THE CHURCH IS OF STONE AND FACES ON HIGH STREET.
 LY2629
 LY2629                          STATION RECOVERY (2005)
 LY2629
 LY2629'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 LY2629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2626 ***********************************************************************
 LY2626  DESIGNATION -  NEWTON STATE POLICE RADIO MAST
 LY2626  PID         -  LY2626
 LY2626  STATE/COUNTY-  NJ/SUSSEX
 LY2626  USGS QUAD   -  NEWTON WEST (1994)
 LY2626
 LY2626                         *CURRENT SURVEY CONTROL
 LY2626  ___________________________________________________________________
 LY2626* NAD 83(1996)-  41 01 57.60993(N)    074 48 21.11848(W)     ADJUSTED  
 LY2626* NAVD 88     -                                                        
 LY2626  ___________________________________________________________________
 LY2626  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 LY2626  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 LY2626
 LY2626  HORZ ORDER  -  THIRD
 LY2626
 LY2626.The horizontal coordinates were established by classical geodetic methods
 LY2626.and adjusted by the National Geodetic Survey in September 1999..
 LY2626
 LY2626
 LY2626.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2626
 LY2626.The geoid height was determined by GEOID03.
 LY2626
 LY2626;                    North         East     Units Scale Factor Converg.
 LY2626;SPC NJ       -   244,220.347   124,281.153   MT  0.99990814   -0 12 02.9
 LY2626;SPC NJ       -   801,246.26    407,745.75   sFT  0.99990814   -0 12 02.9
 LY2626;SPC PA N     -   100,380.329   847,530.077   MT  0.99997925   +1 56 51.6
 LY2626;SPC PA N     -   329,331.13  2,780,604.93   sFT  0.99997925   +1 56 51.6
 LY2626;UTM  18      - 4,542,401.838   516,318.886   MT  0.99960328   +0 07 38.8
 LY2626
 LY2626                          SUPERSEDED SURVEY CONTROL
 LY2626
 LY2626  NAD 83(1996)-  41 01 57.60892(N)    074 48 21.11983(W) AD(       ) 4
 LY2626  NAD 83(1986)-  41 01 57.60882(N)    074 48 21.11986(W) AD(       ) 4
 LY2626  NAD 27      -  41 01 57.26000(N)    074 48 22.52000(W) AD(       ) 3
 LY2626
 LY2626.Superseded values are not recommended for survey control.
 LY2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2626.See file dsdata.txt to determine how the superseded data were derived.
 LY2626
 LY2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1631942402(NAD 83)
 LY2626
 LY2626  HISTORY     - Date     Condition        Report By
 LY2626  HISTORY     - 1942     MONUMENTED       CGS
 LY2626
 LY2626                          STATION DESCRIPTION
 LY2626
 LY2626'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2626'THIS INTERSECTION STATION IS THE TIP OF THE STATE POLICE RADIO
 LY2626'MAST WHICH IS LOCATED ON A SMALL HILL ABOUT 3 MILES W OF NEWTON
 LY2626'AND 1/2 MILE S OF STATE HIGHWAY 8.  IT IS A 4-LEGGED STEEL
 LY2626'TOWER ABOUT 85 FEET HIGH.  THE TIP OF THE MAST WAS OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2955 ***********************************************************************
 JU2955  DESIGNATION -  NIC
 JU2955  PID         -  JU2955
 JU2955  STATE/COUNTY-  NJ/CAPE MAY
 JU2955  USGS QUAD   -  STONE HARBOR (1972)
 JU2955
 JU2955                         *CURRENT SURVEY CONTROL
 JU2955  ___________________________________________________________________
 JU2955* NAD 83(1996)-  39 03 41.44646(N)    074 47 44.06450(W)     ADJUSTED  
 JU2955* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU2955  ___________________________________________________________________
 JU2955  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 JU2955  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 JU2955
 JU2955  HORZ ORDER  -  THIRD
 JU2955
 JU2955.The horizontal coordinates were established by classical geodetic methods
 JU2955.and adjusted by the National Geodetic Survey in September 1999..
 JU2955
 JU2955.The orthometric height was scaled from a topographic map.
 JU2955
 JU2955.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2955
 JU2955.The geoid height was determined by GEOID03.
 JU2955
 JU2955;                    North         East     Units Scale Factor Converg.
 JU2955;SPC NJ       -    25,370.281   124,420.252   MT  0.99990805   -0 11 10.5
 JU2955;SPC NJ       -    83,235.66    408,202.11   sFT  0.99990805   -0 11 10.5
 JU2955;UTM  18      - 4,323,622.655   517,686.322   MT  0.99960385   +0 07 43.8
 JU2955
 JU2955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2955!SPC NJ       -   1.00000559  x   0.99990805  =   0.99991364
 JU2955!UTM  18      -   1.00000559  x   0.99960385  =   0.99960944
 JU2955
 JU2955:                Primary Azimuth Mark                     Grid Az
 JU2955:SPC NJ       -  CHANNEL                                  089 43 37.5
 JU2955:UTM  18      -  CHANNEL                                  089 24 43.2
 JU2955
 JU2955|---------------------------------------------------------------------|
 JU2955| PID    Reference Object                     Distance      Geod. Az  |
 JU2955|                                                           dddmmss.s |
 JU2955| JU2939 CHANNEL                             APPROX. 1.9 KM 0893227.0 |
 JU2955| CB2348 NIC RM 1                             12.926 METERS 17524     |
 JU2955|---------------------------------------------------------------------|
 JU2955
 JU2955                          SUPERSEDED SURVEY CONTROL
 JU2955
 JU2955  NAD 83(1991)-  39 03 41.42552(N)    074 47 44.06657(W) AD(       ) 3
 JU2955  NAD 83(1986)-  39 03 41.42408(N)    074 47 44.06725(W) AD(       ) 3
 JU2955  NAD 27      -  39 03 41.01400(N)    074 47 45.46900(W) AD(       ) 3
 JU2955
 JU2955.Superseded values are not recommended for survey control.
 JU2955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2955.See file dsdata.txt to determine how the superseded data were derived.
 JU2955
 JU2955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1768623623(NAD 83)
 JU2955_MARKER: DS = TRIANGULATION STATION DISK
 JU2955_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU2955_SP_SET: TOP OF METAL PIPE IN CONCRETE
 JU2955
 JU2955  HISTORY     - Date     Condition        Report By
 JU2955  HISTORY     - 1936     MONUMENTED       CGS
 JU2955  HISTORY     - 1937     GOOD             CGS
 JU2955
 JU2955                          STATION DESCRIPTION
 JU2955
 JU2955'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2955'LOCATED ABOUT 2 MILES W OF STONE HARBOR ON THE S SIDE OF NICHOLAS
 JU2955'CHANNEL, ABOUT 300 YARDS W OF THE MOUTH OF A SMALL CREEK WHICH
 JU2955'MAKES OFF TOWARD THE HIGHWAY TO THE N.  TO THE W OF THE STATION
 JU2955'NICHOLAS CHANNEL WIDENS OUT.  TO THE N ON THE OPPOSITE SHORE IS
 JU2955'A CONSPICUOUS GROUP OF POSTS.  THE STATION IS 55 FEET INSHORE ON
 JU2955'A ROUNDING POINT.
 JU2955'
 JU2955'STATION IS MARKED, AS DESCRIBED IN NOTE 6C, BY A STANDARD DISK,
 JU2955'STAMPED NIC 1936, SET IN THE TOP OF AN 8-INCH CONCRETE-FILLED
 JU2955'TILE WHICH PROJECTS 8 INCHES ABOVE GROUND.
 JU2955'
 JU2955'REFERENCE MARK NO.1 IS MARKED, AS DESCRIBED IN NOTE 13C, BY
 JU2955'A STANDARD DISK, STAMPED NO.1 NIC 1936, SET IN TOP OF AN 8-INCH
 JU2955'CONCRETE-FILLED TILE WHICH PROJECTS 5 INCHES ABOVE GROUND.
 JU2955
 JU2955                          STATION RECOVERY (1937)
 JU2955
 JU2955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2955'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4277 ***********************************************************************
 JU4277  DESIGNATION -  NIKE ANTENNA 1
 JU4277  PID         -  JU4277
 JU4277  STATE/COUNTY-  NJ/ATLANTIC
 JU4277  USGS QUAD   -  PLEASANTVILLE (1994)
 JU4277
 JU4277                         *CURRENT SURVEY CONTROL
 JU4277  ___________________________________________________________________
 JU4277* NAD 83(1996)-  39 27 29.51224(N)    074 33 34.75192(W)     ADJUSTED  
 JU4277* NAVD 88     -        25.4    (meters)      83.     (feet)  VERTCON   
 JU4277  ___________________________________________________________________
 JU4277  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 JU4277  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JU4277
 JU4277  HORZ ORDER  -  SECOND
 JU4277
 JU4277.This mark is at Atlantic City Intl Airport (ACY)
 JU4277
 JU4277.The horizontal coordinates were established by classical geodetic methods
 JU4277.and adjusted by the National Geodetic Survey in September 1999..
 JU4277
 JU4277.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4277
 JU4277.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4277
 JU4277.The geoid height was determined by GEOID03.
 JU4277
 JU4277;                    North         East     Units Scale Factor Converg.
 JU4277;SPC NJ       -    69,366.136   144,866.456   MT  0.99990032   -0 02 16.5
 JU4277;SPC NJ       -   227,578.73    475,282.70   sFT  0.99990032   -0 02 16.5
 JU4277;UTM  18      - 4,367,717.812   537,883.316   MT  0.99961767   +0 16 47.5
 JU4277
 JU4277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4277!SPC NJ       -   1.00000133  x   0.99990032  =   0.99990165
 JU4277!UTM  18      -   1.00000133  x   0.99961767  =   0.99961899
 JU4277
 JU4277                          SUPERSEDED SURVEY CONTROL
 JU4277
 JU4277  NAD 83(1992)-  39 27 29.51250(N)    074 33 34.75596(W) AD(       ) 2
 JU4277  NGVD 29 (10/07/92)   25.8    (m)           85.     (f) H LEVEL        
 JU4277
 JU4277.Superseded values are not recommended for survey control.
 JU4277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4277.See file dsdata.txt to determine how the superseded data were derived.
 JU4277
 JU4277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3788367718(NAD 83)
 JU4277_MARKER: 25 = RADAR ANTENNA
 JU4277_MARK LOGO: FAA   
 JU4277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4277+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JU4277
 JU4277  HISTORY     - Date     Condition        Report By
 JU4277  HISTORY     - 1992     FIRST OBSERVED   FAA
 JU4277
 JU4277                          STATION DESCRIPTION
 JU4277
 JU4277'DESCRIBED BY FEDERAL AVIATION ADMINISTRATION 1992
 JU4277'THE STATION IS ON THE PROPERTY OF THE FEDERAL AVIATION ADMINISTRATION
 JU4277'TECHNICAL CENTER FACILITY IN ATLANTIC COUNTY, NEW JERSEY
 JU4277'APPROXIMATELY 18 KM (11.18 MI) WEST OF ATLANTIC CITY AND 3 KM
 JU4277'(1.86 MI) SOUTH OF POMONA.  ENTRANCE TO THE FACILITY IS STRICKLY
 JU4277'REGULATED.  A POINT OF CONTACT AT THIS TIME IS JEFFERY WOLFE,
 JU4277'ENGINEERING DEPARTMENT, 609 484 4430.  TO REACH THE STATION FROM THE
 JU4277'TRAFFIC CIRCLE AT THE JUNCTION OF COUNTY ROAD 563, TILDEN ROAD, AND
 JU4277'COUNTY ROAD 648 GO NORTH ON THE FAA TECHNICAL ENTRANCE ROAD FOR 1.6
 JU4277'KM (0.99 MI) TO THE GUARD SHACK AT THE FACILITY ENTRANCE.  AT
 JU4277'ENTRANCE BEAR LEFT WEST AND NORTH FOR 1.O KM TO BUILDING 301, THE
 JU4277'HANGER, A LARGE RECTANGULAR CONCRETE BUILDING.  THE DRIVE IN GATE
 JU4277'WHICH REQUIRES A PASS IS ON THE EAST SIDE OF THE BUILDING, AND THE
 JU4277'CONTROL AREA OPERATION OFFICE ON THE FIRST FLOOR IN THE NORTHEAST
 JU4277'CORNER OF THE BUILDING.  AT ENTRANCE THROUGH THE GATE ONE IS ON THE
 JU4277'TEST FACILITY APRON.  GO EAST FOR 0.2 KM (0.12 MI) AND A PAVED ROAD
 JU4277'LEADING EAST. GO EAST 0.16 KM (0.10 MI) ON THE PAVED ROAD TO END OF
 JU4277'PAVEMENT, THEN LEFT ON A SAND ROAD FOR 0.65 KM (0.40 MI) TO A ROAD
 JU4277'LEFT AT A HELIPORT SIGN.  TURN LEFT FOR 1.1 KM (0.68 MI) TO A TWO
 JU4277'ROADS RIGHT THE SHARPEST TO THE NIKE RADAR SIGHT.  TURN SHARP RIGHT
 JU4277'FOR 0.5 KM (0.31 MI) TO THE SECOND RADAR ON THE RIGHT, PASSING THE
 JU4277'CONTROL BUILDING ON THE RIGHT.  THE STATION IS A LARGE RADAR ANTENNA
 JU4277'WHOSE ELECTRICAL CENTER WAS POSITIONED BY TRAVERSE FROM STATION
 JU4277'ANTENNA 2.  THE POINT USED TO POSITION THE ELECTRICAL CENTER WAS
 JU4277'GIVEN BY FAA TO BE, FOR THE HORIZONTAL AXIS, VERTICAL HEIGHT,
 JU4277'DETERMINED BY THE LARGEST OF THREE ELECTRICAL CONNECTORS ON THE SIDE
 JU4277'OF THE ANTENNA HAVING WHAT LOOKS LIKE A LARGE RADAR GUN  3.9 M
 JU4277'(12.80 FT) ABOVE THE GROUND AND THE VERTICAL AXIS AS DETERMINED BY A
 JU4277'SCRATCH MARK AT THE BOTTOM OF THE RIG ON WHAT COULD BE DESCRIBED AS A
 JU4277'BARREL SHAPED PIECE 0.4 M (1.31 FT) IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5697 ***********************************************************************
 KV5697  DESIGNATION -  NIRA USE 1935
 KV5697  PID         -  KV5697
 KV5697  STATE/COUNTY-  NJ/BURLINGTON
 KV5697  USGS QUAD   -  BEVERLY (1973)
 KV5697
 KV5697                         *CURRENT SURVEY CONTROL
 KV5697  ___________________________________________________________________
 KV5697* NAD 83(1996)-  40 04 02.91044(N)    074 55 39.31550(W)     ADJUSTED  
 KV5697* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5697  ___________________________________________________________________
 KV5697  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 KV5697  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV5697
 KV5697  HORZ ORDER  -  THIRD
 KV5697
 KV5697.The horizontal coordinates were established by classical geodetic methods
 KV5697.and adjusted by the National Geodetic Survey in September 1999..
 KV5697
 KV5697.The orthometric height was scaled from a topographic map.
 KV5697
 KV5697.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5697
 KV5697.The geoid height was determined by GEOID03.
 KV5697
 KV5697;                    North         East     Units Scale Factor Converg.
 KV5697;SPC NJ       -   137,093.384   113,526.196   MT  0.99991637   -0 16 30.9
 KV5697;SPC NJ       -   449,780.54    372,460.53   sFT  0.99991637   -0 16 30.9
 KV5697;SPC PA S     -    85,362.358   840,733.896   MT  0.99998173   +1 49 52.2
 KV5697;SPC PA S     -   280,059.67  2,758,307.79   sFT  0.99998173   +1 49 52.2
 KV5697;UTM  18      - 4,435,248.853   506,175.009   MT  0.99960047   +0 02 47.8
 KV5697
 KV5697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5697!SPC NJ       -   1.00000474  x   0.99991637  =   0.99992111
 KV5697!SPC PA S     -   1.00000474  x   0.99998173  =   0.99998647
 KV5697!UTM  18      -   1.00000474  x   0.99960047  =   0.99960521
 KV5697
 KV5697:                Primary Azimuth Mark                     Grid Az
 KV5697:SPC NJ       -  ENTERPRISE RANGE REAR LIGHT              043 07 02.1
 KV5697:SPC PA S     -  ENTERPRISE RANGE REAR LIGHT              041 00 39.0
 KV5697:UTM  18      -  ENTERPRISE RANGE REAR LIGHT              042 47 43.4
 KV5697
 KV5697|---------------------------------------------------------------------|
 KV5697| PID    Reference Object                     Distance      Geod. Az  |
 KV5697|                                                           dddmmss.s |
 KV5697| KV5721 ENTERPRISE RANGE REAR LIGHT         APPROX. 1.3 KM 0425031.2 |
 KV5697| KV5769 ENTERPRISE 2                        APPROX. 0.9 KM 2764836.3 |
 KV5697| KV5749 ANDALUSIA ENTERPRISE MFG TANK       APPROX. 1.0 KM 2825231.4 |
 KV5697| KV5765 BEVERLY RANGE FRONT LIGHT           APPROX. 0.7 KM 3004428.9 |
 KV5697|---------------------------------------------------------------------|
 KV5697
 KV5697                          SUPERSEDED SURVEY CONTROL
 KV5697
 KV5697  NAD 83(1986)-  40 04 02.90881(N)    074 55 39.31754(W) AD(       ) 3
 KV5697  NAD 27      -  40 04 02.50900(N)    074 55 40.71400(W) AD(       ) 3
 KV5697
 KV5697.Superseded values are not recommended for survey control.
 KV5697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5697.See file dsdata.txt to determine how the superseded data were derived.
 KV5697
 KV5697_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0617535249(NAD 83)
 KV5697_MARKER: I = METAL ROD
 KV5697_SETTING: 0 = UNSPECIFIED SETTING
 KV5697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5697
 KV5697  HISTORY     - Date     Condition        Report By
 KV5697  HISTORY     - 1935     MONUMENTED       USE
 KV5697  HISTORY     - 1947     MARK NOT FOUND   CGS
 KV5697
 KV5697                          STATION DESCRIPTION
 KV5697
 KV5697'DESCRIBED BY US ENGINEERS 1935 (EBR)
 KV5697'IN BEVERLY, 27.5 FEET OF MOUNT HOLLY STREET AT N END, ON CREST
 KV5697'OF BANK, 8 FEET INSHORE OF ITS N EDGE, 12.37 FEET NE OF A 2-NAIL
 KV5697'BLAZE IN AN OAK TREE, ON RANGE WITH THE BEVERLY S SPIRE AND THE
 KV5697'FLAGPOLE ON BEVERLY SCHOOLHOUSE.  A 7-FOOT LENGTH OF 1-INCH
 KV5697'GALVANIZED PIPE PROTRUDING 4 INCHES FROM THE GROUND.
 KV5697'
 KV5697'SUPPLEMENTAL SCHEME STATION.
 KV5697'
 KV5697'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV5697
 KV5697                          STATION RECOVERY (1947)
 KV5697
 KV5697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5697'STATION NOT RECOVERED AFTER TWO HOURS OF DIGGING AT INTERSECTION
 KV5697'OF MEASURED DISTANCE FROM THE OAK TREE WITH BEVERLY S SPIRE AND
 KV5697'BEVERLY SCHOOLHOUSE FLAGPOLE RANGE.  HOWEVER, THE CREST OF THE
 KV5697'BANK HAS BEEN BUILT OUT SEVERAL FEET FARTHER INTO THE RIVER AND
 KV5697'THE STATION IS NEAR THE TOWN DUMP AND SOME REFUSE HAS BEEN DUMPED
 KV5697'AT THE STATION LOCATION DURING THE PAST FEW YEARS.  EXTENSIVE
 KV5697'DIGGING WAS CONSIDERED IMPRACTICAL AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2982 ***********************************************************************
 JU2982  DESIGNATION -  NJ 105
 JU2982  PID         -  JU2982
 JU2982  STATE/COUNTY-  NJ/BURLINGTON
 JU2982  USGS QUAD   -  BROWNS MILLS (1997)
 JU2982
 JU2982                         *CURRENT SURVEY CONTROL
 JU2982  ___________________________________________________________________
 JU2982* NAD 83(1996)-  39 53 06.52001(N)    074 34 03.83734(W)     ADJUSTED  
 JU2982* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 JU2982  ___________________________________________________________________
 JU2982  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 JU2982  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JU2982
 JU2982  HORZ ORDER  -  FIRST
 JU2982
 JU2982.The horizontal coordinates were established by classical geodetic methods
 JU2982.and adjusted by the National Geodetic Survey in September 1999..
 JU2982
 JU2982.The orthometric height was scaled from a topographic map.
 JU2982
 JU2982.Photographs are available for this station.
 JU2982
 JU2982.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2982
 JU2982.The geoid height was determined by GEOID03.
 JU2982
 JU2982;                    North         East     Units Scale Factor Converg.
 JU2982;SPC NJ       -   116,765.062   144,206.953   MT  0.99990041   -0 02 36.4
 JU2982;SPC NJ       -   383,086.71    473,118.98   sFT  0.99990041   -0 02 36.4
 JU2982;UTM  18      - 4,415,098.908   536,960.025   MT  0.99961682   +0 16 37.9
 JU2982
 JU2982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2982!SPC NJ       -   0.99999798  x   0.99990041  =   0.99989839
 JU2982!UTM  18      -   0.99999798  x   0.99961682  =   0.99961480
 JU2982
 JU2982:                Primary Azimuth Mark                     Grid Az
 JU2982:SPC NJ       -  NJ 105 AZ MK                             126 49 03.1
 JU2982:UTM  18      -  NJ 105 AZ MK                             126 29 48.8
 JU2982
 JU2982|---------------------------------------------------------------------|
 JU2982| PID    Reference Object                     Distance      Geod. Az  |
 JU2982|                                                           dddmmss.s |
 JU2982| CB2316 NJ 105 AZ MK                                       1264626.7 |
 JU2982| CB2317 NJ 105 RM 1                          37.418 METERS 19937     |
 JU2982| JU2983 STATE COLONY TALL SMOKE STACK       APPROX. 1.2 KM 2735019.7 |
 JU2982| CB2318 NJ 105 RM 2                          24.865 METERS 30510     |
 JU2982| JU2990 PEMBERTON WATER TANK                APPROX.14.1 KM 3142815.6 |
 JU2982|---------------------------------------------------------------------|
 JU2982
 JU2982                          SUPERSEDED SURVEY CONTROL
 JU2982
 JU2982  NAD 83(1986)-  39 53 06.51462(N)    074 34 03.83221(W) AD(       ) 1
 JU2982  NAD 27      -  39 53 06.09200(N)    074 34 05.27400(W) AD(       ) 1
 JU2982
 JU2982.Superseded values are not recommended for survey control.
 JU2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2982.See file dsdata.txt to determine how the superseded data were derived.
 JU2982
 JU2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3696015099(NAD 83)
 JU2982_MARKER: DB = BENCH MARK DISK
 JU2982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2982_STAMPING: NJ 105 1935
 JU2982_MARK LOGO: CGS   
 JU2982_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2982+STABILITY: SURFACE MOTION
 JU2982_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2982+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2002
 JU2982
 JU2982  HISTORY     - Date     Condition        Report By
 JU2982  HISTORY     - 1935     MONUMENTED       CGS
 JU2982  HISTORY     - 1939     GOOD             NJGS
 JU2982  HISTORY     - 19950419 GOOD             NJGS
 JU2982  HISTORY     - 20020601 GOOD             INDIV
 JU2982
 JU2982                          STATION DESCRIPTION
 JU2982
 JU2982'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU2982'THE STATION IS A STANDARD DISK PUT IN THE PLACE OF N.J. 105, THE
 JU2982'EXACT PURPOSE OF THE MONUMENT IS NOT KNOWN BUT IS BELIEVED TO BE
 JU2982'A BOUNDARY MONUMENT OF THE LEBANON STATE FOREST.  THE MARK IS IN
 JU2982'WOODLAND TOWNSHIP, 16.0 MILES SOUTHWEST AIRLINE OF LAKEHURST,
 JU2982'ABOUT 9 MILES SOUTHEAST OF PEMBERTON, ON NORTH SIDE OF STATE
 JU2982'HIGHWAY 40 S, 1.9 MILES SOUTHEAST OF THE JUNCTION OF STATE
 JU2982'HIGHWAY 40, ABOUT 200 YARDS EAST-SOUTHEAST OF A BLUE SONOCO
 JU2982'FILLING STATION AND BEER STAND, ON THE NORTH EDGE OF A NEW
 JU2982'HIGHWAY RIGHT-OF-WAY LINE, 36 PACES NORTH OF A SIGN, BEER
 JU2982'COCA COLA, AND 31 PACES NORTH-NORTHEAST OF THE CENTERLINE OF
 JU2982'STATE HIGHWAY 40 S.  THE MARK PROJECTS 6 INCHES AND IS
 JU2982'STAMPED N J 105 1935, NOTES 1A AND 7A.
 JU2982'
 JU2982'TO REACH THE STATION FROM THE STANDPIPE IN LAKEHURST, GO
 JU2982'SOUTHWEST ON STATE HIGHWAY 40 FOR 18.2 MILES TO A TRAFFIC CIRCLE,
 JU2982'BEAR LEFT AROUND THE CIRCLE (ABOUT 250 DEG) AND GO SOUTHEAST ON
 JU2982'STATE HIGHWAY 40 S FOR 1.2 MILES TO STATE COLONY (AN INSTITUTION
 JU2982'FOR AFFLICTED BOYS), CONTINUE 0.7 MILE TO THE STATION ON THE
 JU2982'LEFT WHICH IS ABOUT 150 YARDS BEYOND A BLUE SONOCO FILLING
 JU2982'STATION AND A BEER STAND.
 JU2982'
 JU2982'REFERENCE MARK NO. 1 IS 37.418 METERS (122.73 FEET) SOUTHWEST
 JU2982'OF THE STATION, 12 PACES SOUTH-SOUTHEAST OF A SIGN BEER COCA
 JU2982'COLA, 6 PACES SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE
 JU2982'HIGHWAY 40 S, 2 PACES WEST OF POLE NO. BT. 925.255.  THE MARK
 JU2982'PROJECTS 6 INCHES AND IS STAMPED N J 105 NO 1 1935, NOTE 11A.
 JU2982'
 JU2982'REFERENCE MARK NO. 2 IS 24.865 METERS (81.575 FEET) NORTHWEST
 JU2982'OF THE STATION, ON THE NORTH EDGE OF A NEW HIGHWAY RIGHT-OF-WAY
 JU2982'LINE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED N J 105 NO 2
 JU2982'1935, NOTE 11A.
 JU2982'
 JU2982'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTH-SOUTHEAST OF THE
 JU2982'STATION, 4 PACES SOUTH-SOUTHEAST OF A 6-INCH PINE TREE, 5 PACES
 JU2982'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 40 S.  THE MARK
 JU2982'PROJECTS 4 INCHES AND IS STAMPED N J 105 1935, NOTE 11A.
 JU2982'
 JU2982'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 JU2982
 JU2982                          STATION RECOVERY (1939)
 JU2982
 JU2982'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1939
 JU2982'DESCRIPTION IS CORRECT, EXCEPT THAT THE BLUE SONOCO STATION IS
 JU2982'NOW AN ESSO STATION.  STATION, AZIMUTH AND REFERENCE MARKS ARE
 JU2982'IN GOOD CONDITION.  THE STATION IS 16.0 MILES (AIRLINE) SOUTHWEST
 JU2982'OF LAKEHURST.
 JU2982
 JU2982                          STATION RECOVERY (1995)
 JU2982
 JU2982'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU2982'THE SATION IS LOCATED IN WOODLAND TOWNSHIP, ON THE GROUNDS OF THE
 JU2982'LEBANON STATE FOREST.  TO REACH THE STATION FRON THE JUNCTION OF STATE
 JU2982'HIGHWAY ROUTE 72 AND 70, ALSO KNOWN AS THE FOUR MILE CIRCLE, PROCEED
 JU2982'2.84 KM (1.75 MI) SOUTHEAST ON ROUTE 72 TO THE STATION ON THE LEFT,
 JU2982'SET 7.4 M (24.3 FT) NORTHEAST OF THE NORTHEAST EDGE OF SHOULDER OF THE
 JU2982'WEST BOUND LANES OF ROUTE 72, 13.6 M (44.6 FT) NORTHEAST OF THE
 JU2982'CENTERLINE OF ROUTE 72, 0.25 M (0.82 FT) SOUTH WEST OF CARSONITE
 JU2982'WITNESS POST, 63.3 M (207.7 FT) SOUTHEAST OF POLE NUMBER WD 12 ON THE
 JU2982'WEST BOUND SIDE OF ROUTE 72 AND FLUSH WITH THE GROUND.
 JU2982
 JU2982                          STATION RECOVERY (2002)
 JU2982
 JU2982'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 JU2982'PORTABLE GPS READINGS FOR REFERENCE MARK 2
 JU2982'39.53.07.1
 JU2982'074.34.04.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5497 ***********************************************************************
 KV5497  DESIGNATION -  NJ 156 ECC
 KV5497  PID         -  KV5497
 KV5497  STATE/COUNTY-  NJ/MERCER
 KV5497  USGS QUAD   -  HIGHTSTOWN (1981)
 KV5497
 KV5497                         *CURRENT SURVEY CONTROL
 KV5497  ___________________________________________________________________
 KV5497* NAD 83(1996)-  40 16 15.75366(N)    074 32 02.12086(W)     ADJUSTED  
 KV5497* NAVD 88     -        38.20   (meters)     125.3    (feet)  LEVELING  
 KV5497  ___________________________________________________________________
 KV5497  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 KV5497  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KV5497
 KV5497  HORZ ORDER  -  SECOND
 KV5497  VERT ORDER  -  THIRD
 KV5497
 KV5497.The horizontal coordinates were established by classical geodetic methods
 KV5497.and adjusted by the National Geodetic Survey in September 1999..
 KV5497
 KV5497.The orthometric height was determined by differential leveling.
 KV5497.The vertical network tie was performed by a horz. field party for horz.
 KV5497.obs reductions. Reset procedures were used to establish the elevation.
 KV5497
 KV5497.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5497
 KV5497.The geoid height was determined by GEOID03.
 KV5497
 KV5497;                    North         East     Units Scale Factor Converg.
 KV5497;SPC NJ       -   159,607.782   147,115.004   MT  0.99990010   -0 01 18.9
 KV5497;SPC NJ       -   523,646.53    482,659.81   sFT  0.99990010   -0 01 18.9
 KV5497;UTM  18      - 4,457,945.195   539,626.566   MT  0.99961933   +0 18 04.6
 KV5497
 KV5497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5497!SPC NJ       -   0.99999914  x   0.99990010  =   0.99989924
 KV5497!UTM  18      -   0.99999914  x   0.99961933  =   0.99961847
 KV5497
 KV5497|---------------------------------------------------------------------|
 KV5497| PID    Reference Object                     Distance      Geod. Az  |
 KV5497|                                                           dddmmss.s |
 KV5497| KV6947 NJ 156 ECC RM 1                      20.012 METERS 15640     |
 KV5497| CB5408 NJ 156 RM 1                          20.022 METERS 15641     |
 KV5497| KV5495 156                                  41.960 METERS 30024     |
 KV5497| KV6950 NJ 156 ECC AZ MK                                   3010623.4 |
 KV5497|---------------------------------------------------------------------|
 KV5497
 KV5497                          SUPERSEDED SURVEY CONTROL
 KV5497
 KV5497  NAD 83(1986)-  40 16 15.75327(N)    074 32 02.12360(W) AD(       ) 2
 KV5497  NAD 83(1986)-  40 16 15.75103(N)    074 32 02.12224(W) AD(       ) 2
 KV5497  NAD 27      -  40 16 15.35700(N)    074 32 03.57000(W) AD(       ) 2
 KV5497
 KV5497.Superseded values are not recommended for survey control.
 KV5497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5497.See file dsdata.txt to determine how the superseded data were derived.
 KV5497
 KV5497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3962757945(NAD 83)
 KV5497_MARKER: DS = TRIANGULATION STATION DISK
 KV5497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5497_SP_SET: CONCRETE POST
 KV5497_STAMPING: NJ 156 ECC 1935
 KV5497_MARK LOGO: CGS   
 KV5497_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5497+STABILITY: SURFACE MOTION
 KV5497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5497+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2003
 KV5497
 KV5497  HISTORY     - Date     Condition        Report By
 KV5497  HISTORY     - 1935     MONUMENTED       CGS
 KV5497  HISTORY     - 1935     GOOD             CGS
 KV5497  HISTORY     - 1973     GOOD             NGS
 KV5497  HISTORY     - 19901120 GOOD             NJGS
 KV5497  HISTORY     - 20030809 GOOD             GEOCAC
 KV5497
 KV5497                          STATION DESCRIPTION
 KV5497
 KV5497'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5497'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE FRONT LAWN
 KV5497'OF THE HIGHTSTOWN GRAMMAR SCHOOL, 17 PACES SOUTHEAST OF POLE
 KV5497'NO. H 295, 10 PACES WEST OF THE CENTERLINE OF THE WEST SIDEWALK
 KV5497'OF THE SCHOOL, AND 10 PACES SOUTH OF THE SOUTH CURB OF STOCKSTON
 KV5497'STREET.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND IS
 KV5497'STAMPED N J 156 ECC 1935.
 KV5497'
 KV5497'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 33 AND
 KV5497'25, GO SOUTH FOR 0.05 MILE TO THE CENTER OF TOWN TO STOCKSTON
 KV5497'STREET, HERE TURN RIGHT (WEST) ON STOCKSTON STREET FOR 0.65 MILE
 KV5497'TO HIGHSTOWN GRAMMAR SCHOOL ON THE LEFT AND THE STATION.
 KV5497'
 KV5497'REFERENCE MARK NO.1 IS 20.040 METERS (65.75 FEET)
 KV5497'SOUTH-SOUTHEAST OF THE STATION, SET IN THE CENTERLINE OF THE
 KV5497'SIDEWALK ON THE WEST SIDE OF THE SCHOOL, AND 9 PACES NORTH FROM A
 KV5497'LINE PROLONGED WEST FROM THE NORTH SIDE OF THE SCHOOL TO THE
 KV5497'SIDEWALK.  THE MARK IS STAMPED N J 156 NO 1 1935.
 KV5497'
 KV5497'REFERENCE MARK--UNITED STATES COAST AND GEODETIC SURVEY AND
 KV5497'STATE SURVEY MARK NO.156 IS 41.96 METERS (137.65 FEET)
 KV5497'NORTHWEST OF THE STATION, 3 PACES NORTHWEST OF THE FIRST TREE
 KV5497'ON THE SOUTH SIDE OF STOCKSTON STREET FROM ITS INTERSECTION
 KV5497'WITH HERRON STREET, AND 1 FOOT SOUTH OF THE SOUTH CURB OF
 KV5497'STOCKSTON STREET BETWEEN THE SIDEWALK AND THE STREET.  THE MARK
 KV5497'IS FLUSH WITH THE GROUND AND IS STAMPED 156 ON A STANDARD
 KV5497'STATE SURVEY DISK.
 KV5497'
 KV5497'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTHWEST OF THE
 KV5497'STATION, IN THE EAST CORNER OF THE FRONT YARD OF A 2-STORY WHITE
 KV5497'HOUSE, 10 PACES SOUTHWEST OF POLE H P AND L CO EW 619, 5 PACES
 KV5497'SOUTHWEST OF THE CENTERLINE OF STOCKSTON STREET AND 2-1/2 PACES
 KV5497'NORTHWEST OF THE CENTERLINE OF A PRIVATE DRIVEWAY.  THE MARK IS
 KV5497'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED N J 156 ECC
 KV5497'1935.
 KV5497'
 KV5497'A 64-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 KV5497
 KV5497                          STATION RECOVERY (1935)
 KV5497
 KV5497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 KV5497'RECOVERED IN GOOD CONDITION.
 KV5497
 KV5497                          STATION RECOVERY (1973)
 KV5497
 KV5497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 KV5497'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KV5497'CONDITION.  THE AZIMUTH MARK HAD BEEN REPORTED DESTROYED.  I
 KV5497'FOUND THE AZIMUTH MARK IN THE NEWLY PAVED LANE OF STOCKTON
 KV5497'STREET UNDER ABOUT 3 INCHES OF PAVEMENT.  A SHORTED DISTANCE OF
 KV5497'0.06 FOOT OR 0.018 METER WAS NOTED TO REFERENCE MARK ONE. A
 KV5497'SHORTER DISTANCE OF 0.03 FOOT OR 0.014 METER WAS NOTED TO RM
 KV5497'(U.S.C. AND G.S. S.S. NO.156).  IT IS BELIEVED THE 1935
 KV5497'DISTANCES WERE SLOPE DISTANCES.  DIFFERENCE OF 3 MINUTES AND 48
 KV5497'SECONDS IN DIRECTION WAS NOTED TO RM (U.S.C. AND G.S. S.S.
 KV5497'NO.156) IT SHOWED NO SIGN OF MOVEMENT.
 KV5497'
 KV5497'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 KV5497'
 KV5497'THE STATION IS LOCATED ABOUT 10 MILES EAST OF TRENTON, JUST
 KV5497'SOUTHEAST OF THE INTERSECTION OF STOCKTON STREET, HARRON AVENUE,
 KV5497'OAK LANE AND DUCH LANE, JUST NORTHEAST OF THE HIGHTSTOWN GRAMMER
 KV5497'SCHOOL AND IN THE TOWN OF HIGHTSTOWN, IT IS ON THE SCHOOL
 KV5497'PROPERTY.
 KV5497'
 KV5497'THE LOCATION OF THIS STATION IS ADEQUATE FOR A TO REACH.
 KV5497'
 KV5497'THE STATION MARK IS A STANDARD DISK STAMPED N J 156 ECC 1935,
 KV5497'SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT WHICH IS 1-INCH BELOW
 KV5497'THE SURFACE.  IT IS 128.5 FEET NORTH OF THE MOST NORTHWEST
 KV5497'ENTRANCE OF THE SCHOOL, 123 FEET NORTHWEST OF A FLAG POLE, 43.9
 KV5497'FEET SOUTHEAST OF A POWERLINE POLE NUMBERED 40113H, 27.8 FEET
 KV5497'SOUTH OF THE CENTER OF STOCKTON STREET AND BETWEEN TWO LARGE
 KV5497'MAPLE TREES.
 KV5497'
 KV5497'REFERENCE MARK ONE IS A STANDARD DISK STAMPED N J 156 NO 1 1935,
 KV5497'CEMENTED IN A DRILL HOLE IN THE ENTRANCE SIDEWALK TO THE
 KV5497'SCHOOL.  IT IS 71 FEET NORTH-NORTHEAST OF THE MOST NORTHWEST
 KV5497'ENTRANCE TO THE SCHOOL AND 68.4 FEET WEST OF THE FLAG
 KV5497'POLE.
 KV5497'
 KV5497'RM (U.S.C. AND G.S. S.S. 156) IS A UNITED STATES COAST AND
 KV5497'GEODETIC SURVEY STATE SURVEY DISK, STAMPED STATION NO 156
 KV5497'ELEVATION 120.826, SET IN THE TOP OF A 10-INCH ROUND CONCRETE
 KV5497'MONUMENT WHICH IS 1-INCH BELOW THE SURFACE.  IT IS 58 FEET WEST
 KV5497'OF THE CENTER LINE OF THE JUNCTION OF DUTCH NECK AND HARRON
 KV5497'AVENUE, 25.5 FEET SOUTH OF THE FIRST TREE ON STOCKTON STREET, 21
 KV5497'FEET SOUTH OF THE CENTER LINE OF STOCKTON STREET AND 4.5
 KV5497'FEET EAST OF A FIRE HYDRANT.
 KV5497'
 KV5497'THE AZIMUTH MARK IS A STANDARD DISK STAMPED N J 156 ECC 1935,
 KV5497'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 KV5497'3 INCHES BELOW THE SURFACE OF A ROAD.  IT IS LOCATED 0.4 MILE
 KV5497'NORTHWEST OF THE STATION ALONG THE SOUTHWEST PART OF STOCKTON
 KV5497'STREET.
 KV5497'
 KV5497'THE AZIMUTH MARK IS 167 FEET NORTHWEST OF THE NORTHWEST CORNER
 KV5497'OF THE NEW JERSEY NATIONAL BANK, 127.5 FEET SOUTHEAST OF A
 KV5497'POWERLINE POLE NUMBERED 523, 66 FEET NORTH OF THE ENTRANCE TO
 KV5497'A POLICE BUILDING, 56 FEET SOUTHWEST OF A POWERLINE POLE
 KV5497'NUMBERED 522, 25.5 FEET NORTHEAST OF A FLAG POLE, 20.5 FEET
 KV5497'WEST OF THE CENTER OF A GRAVELED DRIVE LEADING TO THE POLICE
 KV5497'BUILDING, 17.0 FEET SOUTH OF THE CENTERLINE OF STOCKTON STREET
 KV5497'AND 3 FEET FROM THE SOUTH EDGE OF THE PAVED ROAD.  IT IS IN
 KV5497'THE MOST SOUTH LANE OF STOCKTON STREET.
 KV5497'
 KV5497'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5497'IN HIGHTSTOWN.
 KV5497
 KV5497                          STATION RECOVERY (1990)
 KV5497
 KV5497'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5497'THE STATION IS LOCATED IN THE BOROUGH OF HIGHTSTOWN ON THE SOUTH SIDE
 KV5497'OF STOCKTON STREET, COUNTY ROAD 571, ON THE GROUNDS OF THE WALTER C.
 KV5497'BLACK ELEMENTARY SCHOOL BETWEEN TWO LARGE MAPLE TREES, JUST SOUTHEAST
 KV5497'OF THE INTERSECTION OF DUTCH NECK ROAD AND HARRON STREET WITH
 KV5497'STOCKTON STREET.  THE STATION IS 8.4 M (27.6 FT) SOUTH FROM THE SOUTH
 KV5497'CURB OF STOCKTON STREET, 37.35 M (122.54 FT) NORTH NORTHWEST FROM A
 KV5497'FLAGPOLE IN FRONT OF THE SCHOOL BUILDING, 13.6 M (44.6 FT) SOUTHEAST
 KV5497'FROM POLE 40113 H, 11.3 M (37.1 FT) WEST SOUTHWEST FROM THE SOUTHWEST
 KV5497'CORNER OF THE CONCRETE STEPS LEADING TO THE SCHOOL BUILDING, 41.9 M
 KV5497'(137.5 FT) SOUTHEAST FROM STATE MONUMENT 156 AND 29.4 M (96.5 FT)
 KV5497'WEST FROM POLE 40112 H.  THE STATION IS SET 1 INCH BELOW THE GROUND.
 KV5497
 KV5497                          STATION RECOVERY (2003)
 KV5497
 KV5497'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 KV5497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6947 ***********************************************************************
 KV6947  DESIGNATION -  NJ 156 ECC RM 1
 KV6947  PID         -  KV6947
 KV6947  STATE/COUNTY-  NJ/MERCER
 KV6947  USGS QUAD   -  HIGHTSTOWN (1981)
 KV6947
 KV6947                         *CURRENT SURVEY CONTROL
 KV6947  ___________________________________________________________________
 KV6947* NAD 83(1996)-  40 16 15.15790(N)    074 32 01.78539(W)     ADJUSTED  
 KV6947* NAVD 88     -        37.6    (meters)     123.     (feet)  GPS OBS   
 KV6947  ___________________________________________________________________
 KV6947  X           -   1,299,566.123 (meters)                     COMP
 KV6947  Y           -  -4,696,851.094 (meters)                     COMP
 KV6947  Z           -   4,100,983.626 (meters)                     COMP
 KV6947  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 KV6947  ELLIP HEIGHT-           4.91  (meters)          (10/23/02) GPS OBS
 KV6947  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KV6947
 KV6947  HORZ ORDER  -  FIRST
 KV6947  ELLP ORDER  -  FOURTH    CLASS I
 KV6947
 KV6947.The horizontal coordinates were established by GPS observations
 KV6947.and adjusted by the National Geodetic Survey in May 1999..
 KV6947
 KV6947.The orthometric height was determined by GPS observations and a
 KV6947.high-resolution geoid model.
 KV6947
 KV6947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6947
 KV6947.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6947
 KV6947.The ellipsoidal height was determined by GPS observations
 KV6947.and is referenced to NAD 83.
 KV6947
 KV6947.The geoid height was determined by GEOID03.
 KV6947
 KV6947;                    North         East     Units Scale Factor Converg.
 KV6947;SPC NJ       -   159,589.405   147,122.923   MT  0.99990010   -0 01 18.7
 KV6947;SPC NJ       -   523,586.24    482,685.79   sFT  0.99990010   -0 01 18.7
 KV6947;UTM  18      - 4,457,926.869   539,634.586   MT  0.99961934   +0 18 04.8
 KV6947
 KV6947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6947!SPC NJ       -   0.99999923  x   0.99990010  =   0.99989933
 KV6947!UTM  18      -   0.99999923  x   0.99961934  =   0.99961857
 KV6947
 KV6947                          SUPERSEDED SURVEY CONTROL
 KV6947
 KV6947  NAD 83(1986)-  40 16 15.15779(N)    074 32 01.78738(W) AD(       ) 1
 KV6947
 KV6947.Superseded values are not recommended for survey control.
 KV6947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6947.See file dsdata.txt to determine how the superseded data were derived.
 KV6947
 KV6947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3963557927(NAD 83)
 KV6947_MARKER: DR = REFERENCE MARK DISK
 KV6947_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6947_SP_SET: SCHOOL SIDEWALK
 KV6947_STAMPING: NJ 156 ECC NO 1 1935
 KV6947_MARK LOGO: CGS   
 KV6947_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6947+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1992
 KV6947
 KV6947  HISTORY     - Date     Condition        Report By
 KV6947  HISTORY     - 1935     MONUMENTED       CGS
 KV6947  HISTORY     - 19920318 GOOD
 KV6947  HISTORY     - 20020703 GOOD             GEOCAC
 KV6947
 KV6947                          STATION DESCRIPTION
 KV6947
 KV6947'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV6947'THE STATION IS LOCATED IN THE BOROUGH OF HIGHTSTOWN ON THE GROUNDS OF
 KV6947'THE WALTER C. BLACK ELEMENTARY SCHOOL, ON THE SOUTHEAST CORNER OF THE
 KV6947'JUNCTION OF STOCKTON STREET, COUNTY ROAD 571 AND HARRON AVENUE. THE
 KV6947'STATION, SET IN A DRILL HOLE IN THE CENTER OF THE NORTHWESTERLY
 KV6947'SIDEWALK LEADING TO THE SCHOOL BUILDING, IS 26.4 M (86.6 FT)
 KV6947'SOUTHWEST FROM THE SOUTHWEST CURBLINE OF STOCKTON STREET, 20.0 M
 KV6947'(65.6 FT) SOUTH SOUTHEAST FROM TRIANGULATION STATION NJ 156 ECC, 20.5
 KV6947'M (67.3 FT) NORTHWEST FROM A FLAGPOLE IN FRONT OF THE SCHOOL
 KV6947'BUILDING, 18.9 M (62.0 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A
 KV6947'BRICK WALL FOR A SHELTERED PORCH TO THE NORTHWEST ENTRANCE TO THE
 KV6947'SCHOOL BUILDING AND 28.1 M (92.2 FT) SOUTHEAST FROM THE SOUTHEAST
 KV6947'CURBLINE OF HARRON AVENUE.
 KV6947
 KV6947                          STATION RECOVERY (1992)
 KV6947
 KV6947'RECOVERED 1992
 KV6947'RECOVERED IN GOOD CONDITION.
 KV6947
 KV6947                          STATION RECOVERY (2002)
 KV6947
 KV6947'RECOVERY NOTE BY GEOCACHING 2002 (APC)
 KV6947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5408 ***********************************************************************
 KV5408  DESIGNATION -  NJ 3251
 KV5408  PID         -  KV5408
 KV5408  STATE/COUNTY-  NJ/MONMOUTH
 KV5408  USGS QUAD   -  FREEHOLD (1981)
 KV5408
 KV5408                         *CURRENT SURVEY CONTROL
 KV5408  ___________________________________________________________________
 KV5408* NAD 83(1996)-  40 15 12.83813(N)    074 20 30.51047(W)     ADJUSTED  
 KV5408* NAVD 88     -        45.     (meters)     148.     (feet)  SCALED    
 KV5408  ___________________________________________________________________
 KV5408  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 KV5408  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV5408
 KV5408  HORZ ORDER  -  SECOND
 KV5408
 KV5408.The horizontal coordinates were established by classical geodetic methods
 KV5408.and adjusted by the National Geodetic Survey in September 1999..
 KV5408
 KV5408.The orthometric height was scaled from a topographic map.
 KV5408
 KV5408.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5408
 KV5408.The geoid height was determined by GEOID03.
 KV5408
 KV5408;                    North         East     Units Scale Factor Converg.
 KV5408;SPC NJ       -   157,678.839   163,457.143   MT  0.99990223   +0 06 08.0
 KV5408;SPC NJ       -   517,317.99    536,275.64   sFT  0.99990223   +0 06 08.0
 KV5408;UTM  18      - 4,456,108.953   555,974.872   MT  0.99963857   +0 25 31.1
 KV5408
 KV5408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5408!SPC NJ       -   0.99999807  x   0.99990223  =   0.99990030
 KV5408!UTM  18      -   0.99999807  x   0.99963857  =   0.99963665
 KV5408
 KV5408|---------------------------------------------------------------------|
 KV5408| PID    Reference Object                     Distance      Geod. Az  |
 KV5408|                                                           dddmmss.s |
 KV5408| CB5411 NJ 3251 RM 2                         15.737 METERS 07403     |
 KV5408| CB5410 NJ 3251 RM 1                         20.954 METERS 18530     |
 KV5408| CB5409 3250                                               2651205.9 |
 KV5408|---------------------------------------------------------------------|
 KV5408
 KV5408                          SUPERSEDED SURVEY CONTROL
 KV5408
 KV5408  NAD 83(1986)-  40 15 12.83737(N)    074 20 30.50728(W) AD(       ) 2
 KV5408  NAD 27      -  40 15 12.43900(N)    074 20 31.97500(W) AD(       ) 2
 KV5408
 KV5408.Superseded values are not recommended for survey control.
 KV5408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5408.See file dsdata.txt to determine how the superseded data were derived.
 KV5408
 KV5408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5597556109(NAD 83)
 KV5408_MARKER: DE = TRAVERSE STATION DISK
 KV5408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5408_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5408
 KV5408  HISTORY     - Date     Condition        Report By
 KV5408  HISTORY     - 1935     MONUMENTED       NJGS
 KV5408
 KV5408                          STATION DESCRIPTION
 KV5408
 KV5408'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1935 (JB)
 KV5408'N.J. 3251 IS A STANDARD UNITED STATES COAST AND GEODETIC SURVEY AND
 KV5408'STATE SURVEY TRAVERSE STATION DISK SET IN THE TOP OF AN 8-INCH
 KV5408'CONCRETE CYLINDER.  IT IS IN THE NORTHWEST CORNER OF THE CROSS
 KV5408'ROAD AT MILLHURST CORNER, 34 FEET NORTH OF THE CENTERLINE OF
 KV5408'STATE HIGHWAY 33, 34 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 KV5408'ASPHALT ROAD AND 11.4 FEET NORTHWEST OF POWER POLE NO. MPN
 KV5408'101.  THE MARK IS LEVEL WITH THE SURFACE OF THE GROUND AND
 KV5408'STAMPED 3251.  THERE IS NO UNDERGROUND MARK.
 KV5408'
 KV5408'TO REACH FROM THE GREEN TRAFFIC BLINKER IN FREEHOLD, GO WEST
 KV5408'FOR 0.3 MILE, TURN RIGHT ON MANALAPAN AVENUE AND GO 0.85 MILE TO
 KV5408'AN INTERSECTION WITH STATE HIGHWAY 33, CONTINUE ON STATE
 KV5408'HIGHWAY 33 FOR 2.6 MILES TO MILLHURST CORNER AND THE STATION ON
 KV5408'THE RIGHT.
 KV5408'
 KV5408'REFERENCE MARK NO. 1 IS 68.73 FEET (20.954 METERS)
 KV5408'SOUTH-SOUTHWEST OF THE STATION, 11 PACES WEST-NORTHWEST OF THE
 KV5408'CENTERLINE OF ASPHALT ROAD, 10 PACES SOUTH OF STATE HIGHWAY
 KV5408'33 AND 3 FEET WEST-NORTHWEST OF AN IRON ROAD SIGN.  THE MARK IS
 KV5408'LEVEL WITH SURFACE OF THE GROUND, STAMPED N.J. 3251 1935 R M 1.
 KV5408'
 KV5408'REFERENCE MARK NO. 2 IS 51.63 FEET (15.737 METERS) EAST OF THE
 KV5408'STATION, 5 PACES EAST OF THE CENTERLINE OF THE ASPHALT ROAD,
 KV5408'SET IN THE TOP OF A CONCRETE CULVERT, 6 PACES SOUTHWEST OF POLE
 KV5408'NO. 162-S.  THE MARK IS FLUSH WITH THE SURFACE OF THE CULVERT AND
 KV5408'STAMPED N.J. NO 3251 1935 R M 2.
 KV5408'
 KV5408'AZIMUTH MARK IS A STANDARD UNITED STATES COAST AND GEODETIC
 KV5408'SURVEY AND STATE SURVEY TRAVERSE STATION DISK SET IN THE TOP OF AN
 KV5408'8-INCH CONCRETE CYLINDER AND STAMPED 3250.  THE MARK IS 0.3
 KV5408'MILE WEST OF THE STATION, 21 FEET SOUTH OF THE CENTERLINE OF
 KV5408'PAVEMENT OF STATE HIGHWAY 33 AND 9.5 FEET EAST OF POWER POLE
 KV5408'NO. MPN 109.  THE MARK IS FLUSH WITH SURFACE OF THE GROUND.
 KV5408'
 KV5408'NO PROMINENT OBJECTS WERE VISIBLE FROM THE GROUND AT THIS STATION.
 KV5408'
 KV5408'A 4-FOOT STAND WILL CLEAR ALL LINES OBSERVED FROM THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5307 ***********************************************************************
 KV5307  DESIGNATION -  NJ 5229
 KV5307  PID         -  KV5307
 KV5307  STATE/COUNTY-  NJ/OCEAN
 KV5307  USGS QUAD   -  CASSVILLE (1971)
 KV5307
 KV5307                         *CURRENT SURVEY CONTROL
 KV5307  ___________________________________________________________________
 KV5307* NAD 83(1996)-  40 06 20.35549(N)    074 22 54.75916(W)     ADJUSTED  
 KV5307* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 KV5307  ___________________________________________________________________
 KV5307  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 KV5307  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV5307
 KV5307  HORZ ORDER  -  FIRST
 KV5307
 KV5307.The horizontal coordinates were established by classical geodetic methods
 KV5307.and adjusted by the National Geodetic Survey in September 1999..
 KV5307
 KV5307.The orthometric height was scaled from a topographic map.
 KV5307
 KV5307.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5307
 KV5307.The geoid height was determined by GEOID03.
 KV5307
 KV5307;                    North         East     Units Scale Factor Converg.
 KV5307;SPC NJ       -   141,251.316   160,070.363   MT  0.99990125   +0 04 33.9
 KV5307;SPC NJ       -   463,422.03    525,164.18   sFT  0.99990125   +0 04 33.9
 KV5307;UTM  18      - 4,439,666.987   552,681.514   MT  0.99963416   +0 23 53.5
 KV5307
 KV5307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5307!SPC NJ       -   0.99999746  x   0.99990125  =   0.99989871
 KV5307!UTM  18      -   0.99999746  x   0.99963416  =   0.99963162
 KV5307
 KV5307|---------------------------------------------------------------------|
 KV5307| PID    Reference Object                     Distance      Geod. Az  |
 KV5307|                                                           dddmmss.s |
 KV5307| CB5413 NJ 5229 RM 1                         17.710 METERS 03216     |
 KV5307| CF3186 NJ 5229 RM 2                         19.682 METERS 11929     |
 KV5307| CB5412 5228                                               2540329.8 |
 KV5307|---------------------------------------------------------------------|
 KV5307
 KV5307                          SUPERSEDED SURVEY CONTROL
 KV5307
 KV5307  NAD 83(1986)-  40 06 20.35144(N)    074 22 54.75569(W) AD(       ) 1
 KV5307  NAD 27      -  40 06 19.94300(N)    074 22 56.22300(W) AD(       ) 1
 KV5307
 KV5307.Superseded values are not recommended for survey control.
 KV5307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5307.See file dsdata.txt to determine how the superseded data were derived.
 KV5307
 KV5307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5268239667(NAD 83)
 KV5307_MARKER: DE = TRAVERSE STATION DISK
 KV5307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5307_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5307
 KV5307  HISTORY     - Date     Condition        Report By
 KV5307  HISTORY     - 1935     MONUMENTED       CGS
 KV5307  HISTORY     - 1943     GOOD             CGS
 KV5307  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 KV5307
 KV5307                          STATION DESCRIPTION
 KV5307
 KV5307'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5307'STA. NO.5229 IS ON THE PROPERTY OF MRS. M.E. KAISER, 0.25 MILE
 KV5307'EAST OF THE CASSVILLE HOTEL, 5 PACES NORTH OF THE CENTERLINE OF
 KV5307'THE ROAD AND 34 PACES EAST OF A 16-INCH NORWAY SPRUCE WHICH IS
 KV5307'IN FRONT OF AN UNPAINTED WOODEN HOUSE, (RESIDENCE OF
 KV5307'MRS. KAISER).  THE STATION MARK IS A STANDARD UNITED STATES
 KV5307'COAST AND GEODETIC SURVEY AND STATE SURVEY TRAVERSE STATION
 KV5307'MARK, SET IN THE TOP OF AN 8-INCH CONCRETE CYLINDER FLUSH WITH
 KV5307'THE GROUND.
 KV5307'
 KV5307'TO REACH FROM THE CROSS ROAD AND TRAFFIC LIGHT AT THE
 KV5307'CASSVILLE HOTEL IN CASSVILLE, GO EAST ON THE ROAD TO LAKEWOOD
 KV5307'FOR 0.25 MILE TO THE STATION ON THE LEFT.
 KV5307'
 KV5307'REFERENCE MARK NO.1 IS 17.57 METERS (49.87 FEET)
 KV5307'NORTH-NORTHEAST OF THE STATION, 17 PACES NORTH OF THE CENTERLINE
 KV5307'OF THE ROAD, AND 8 PACES SOUTHEAST OF A 6-INCH TREE.  THE MARK
 KV5307'PROJECTS 3 INCHES AND IS STAMPED N J 5229 - 1934 1935.
 KV5307'
 KV5307'REFERENCE MARK NO.2 IS 19.682 METERS (64.58 FEET) SOUTHEAST OF
 KV5307'THE STATION, 9 PACES SOUTH OF THE CENTERLINE OF THE ROAD, AND 8
 KV5307'PACES NORTHWEST OF THE EDGE OF A GROUP OF SMALL PINES.  THE
 KV5307'MARK PROJECTS 3 INCHES AND IS STAMPED N J 5229 - 1934 1935.
 KV5307'
 KV5307'AZIMUTH MARK, UNITED STATES COAST AND GEODETIC SURVEY AND
 KV5307'STATE SURVEY TRAVERSE STATION NO.5228, IS A STANDARD TRAVERSE
 KV5307'DISK SET IN THE TOP OF AN 8-INCH CONCRETE CYLINDER.  IT IS AT THE
 KV5307'CROSS ROAD AND TRAFFIC LIGHT AT THE CASSVILLE HOTEL IN CASSVILLE,
 KV5307'18 INCHES NORTHWEST OF THE POLE SUPPORTING THE TRAFFIC SIGNAL, 6
 KV5307'PACES EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, AND 6
 KV5307'PACES SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD.  THE MARK
 KV5307'IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 KV5307'
 KV5307'NO PROMINENT OBJECTS WERE VISIBLE FROM THE GROUND AT THIS
 KV5307'STATION.
 KV5307'
 KV5307'A 64-FOOT TOWER WILL CLEAR ALL LINES OBSERVED FROM THIS
 KV5307'STATION.  SINCE THE MARK IS NEAR THE ROAD IT WAS NECESSARY TO
 KV5307'SET THE MARK 1.738 METERS ECCENTRIC.
 KV5307'
 KV5307'REFERENCE MARK NO.1 IS 85.97 FEET NORTH OF REFERENCE MARK
 KV5307'NO.2.
 KV5307
 KV5307                          STATION RECOVERY (1943)
 KV5307
 KV5307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (TK)
 KV5307'STATION RECOVERED.
 KV5307
 KV5307                          STATION RECOVERY (1995)
 KV5307
 KV5307'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 CB5413 ***********************************************************************
 CB5413  DESIGNATION -  NJ 5229 RM 1
 CB5413  PID         -  CB5413
 CB5413  STATE/COUNTY-  NJ/OCEAN
 CB5413  USGS QUAD   -  CASSVILLE (1971)
 CB5413
 CB5413                         *CURRENT SURVEY CONTROL
 CB5413  ___________________________________________________________________
 CB5413* NAD 83(1996)-  40 06 20.84104(N)    074 22 54.36004(W)     ADJUSTED  
 CB5413* NAVD 88     -        49.0    (meters)     161.     (feet)  GPS OBS   
 CB5413  ___________________________________________________________________
 CB5413  X           -   1,315,214.046 (meters)                     COMP
 CB5413  Y           -  -4,704,786.433 (meters)                     COMP
 CB5413  Z           -   4,086,987.512 (meters)                     COMP
 CB5413  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 CB5413  ELLIP HEIGHT-          16.57  (meters)          (04/17/03) GPS OBS
 CB5413  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 CB5413
 CB5413  HORZ ORDER  -  FIRST
 CB5413  ELLP ORDER  -  THIRD     CLASS I
 CB5413
 CB5413.The horizontal coordinates were established by GPS observations
 CB5413.and adjusted by the NEW JERSEY GEODETIC SURVEY in April 2003..
 CB5413
 CB5413.The orthometric height was determined by GPS observations and a
 CB5413.high-resolution geoid model.
 CB5413
 CB5413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CB5413
 CB5413.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB5413
 CB5413.The ellipsoidal height was determined by GPS observations
 CB5413.and is referenced to NAD 83.
 CB5413
 CB5413.The geoid height was determined by GEOID03.
 CB5413
 CB5413;                    North         East     Units Scale Factor Converg.
 CB5413;SPC NJ       -   141,266.303   160,079.795   MT  0.99990125   +0 04 34.2
 CB5413;SPC NJ       -   463,471.20    525,195.13   sFT  0.99990125   +0 04 34.2
 CB5413;UTM  18      - 4,439,682.023   552,690.859   MT  0.99963418   +0 23 53.8
 CB5413
 CB5413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB5413!SPC NJ       -   0.99999740  x   0.99990125  =   0.99989865
 CB5413!UTM  18      -   0.99999740  x   0.99963418  =   0.99963158
 CB5413
 CB5413                          SUPERSEDED SURVEY CONTROL
 CB5413
 CB5413.No superseded survey control is available for this station.
 CB5413
 CB5413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5269139682(NAD 83)
 CB5413_MARKER: DR = REFERENCE MARK DISK
 CB5413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB5413_STAMPING: 5229 NO 1 1934 1935
 CB5413_MARK LOGO: CGS   
 CB5413_PROJECTION: FLUSH
 CB5413_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB5413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB5413+STABILITY: SURFACE MOTION
 CB5413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB5413+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 CB5413
 CB5413  HISTORY     - Date     Condition        Report By
 CB5413  HISTORY     - 1934     MONUMENTED       NJGS
 CB5413  HISTORY     - 20020202 GOOD             NJGS
 CB5413  HISTORY     - 20060517 GOOD             AASCO
 CB5413
 CB5413                          STATION DESCRIPTION
 CB5413
 CB5413'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 CB5413'THE STATION IS LOCATED IN JACKSON TOWNSHIP ON THE NORTH SIDE OF COUNTY
 CB5413'ROAD 528, ALSO
 CB5413'KNOWN AS VETERANS HIGHWAY.  TO REACH THE STATION FROM THE INTERSECTION
 CB5413'OF COUNTY
 CB5413'ROADS 528 AND 571 IN CASSVILLE, GO EAST ON COUNTY ROAD 528 FOR 0.25 MI
 CB5413'TO THE STATION ON
 CB5413'THE LEFT, SET FLUSH WITH THE GROUND IN THE FRONT YARD OF HOUSE NUMBER
 CB5413'500, A ONE AND A
 CB5413'HALF STORY FRAME DWELLING.  THE STATION IS ALSO NORTH AND ACROSS THE
 CB5413'ROAD FROM A
 CB5413'SINGLE STORY BRICK BUILDING FOR THE HUDSON UNITED BANK.
 CB5413' 
 CB5413'THE STATION IS 3.7 M WEST FROM THE CENTERLINE OF THE DRIVEWAY LEADING
 CB5413'TO HOUSE NUMBER
 CB5413'500, 19.7 M SOUTH SOUTHWEST FROM WOOD UTILITY POLE NUMBER JC1409JK,
 CB5413'16.8 M NORTH FROM
 CB5413'THE CENTERLINE OF COUNTY ROAD 528, 32.3 M NORTH NORTHEAST AND ACROSS
 CB5413'THE ROAD FROM
 CB5413'WOOD UTILITY POLE NUMBER JC 1410 JK, AND 29.5 M NORTHWEST AND ACROSS
 CB5413'THE ROAD FROM
 CB5413'WOOD UTILITY POLE NUMBER JC 1408 JK.  THE STATION IS IN RANGE WITH THE
 CB5413'WEST WALL OF THE
 CB5413'BANK BUILDING.
 CB5413'
 CB5413
 CB5413                          STATION RECOVERY (2006)
 CB5413
 CB5413'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (JAL)
 CB5413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3980 ***********************************************************************
 JU3980  DESIGNATION -  NJ DE REFERENCE 1
 JU3980  PID         -  JU3980
 JU3980  STATE/COUNTY-  NJ/SALEM
 JU3980  USGS QUAD   -  MARCUS HOOK (1993)
 JU3980
 JU3980                         *CURRENT SURVEY CONTROL
 JU3980  ___________________________________________________________________
 JU3980* NAD 83(1996)-  39 47 42.26327(N)    075 24 16.80815(W)     ADJUSTED  
 JU3980* NAVD 88     -         3.0    (meters)      10.     (feet)  VERTCON   
 JU3980  ___________________________________________________________________
 JU3980  X           -   1,236,587.745 (meters)                     COMP
 JU3980  Y           -  -4,748,919.878 (meters)                     COMP
 JU3980  Z           -   4,060,510.124 (meters)                     COMP
 JU3980  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 JU3980  ELLIP HEIGHT-         -29.81  (meters)          (09/01/99) GPS OBS
 JU3980  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JU3980
 JU3980  HORZ ORDER  -  SECOND
 JU3980  ELLP ORDER  -  FOURTH    CLASS I
 JU3980
 JU3980.The horizontal coordinates were established by GPS observations
 JU3980.and adjusted by the National Geodetic Survey in September 1999..
 JU3980
 JU3980.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3980
 JU3980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3980
 JU3980.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3980
 JU3980.The ellipsoidal height was determined by GPS observations
 JU3980.and is referenced to NAD 83.
 JU3980
 JU3980.The geoid height was determined by GEOID03.
 JU3980
 JU3980;                    North         East     Units Scale Factor Converg.
 JU3980;SPC NJ       -   107,154.611    72,523.551   MT  0.99997388   -0 34 44.6
 JU3980;SPC NJ       -   351,556.42    237,937.68   sFT  0.99997388   -0 34 44.6
 JU3980;SPC DE       -   199,276.507   201,027.584   MT  0.99999501   +0 00 27.6
 JU3980;SPC DE       -   653,793.01    659,538.00   sFT  0.99999501   +0 00 27.6
 JU3980;SPC PA S     -    53,936.665   800,855.582   MT  1.00002450   +1 31 17.9
 JU3980;SPC PA S     -   176,957.21  2,627,473.69   sFT  1.00002450   +1 31 17.9
 JU3980;UTM  18      - 4,405,091.052   465,354.492   MT  0.99961478   -0 15 32.4
 JU3980
 JU3980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3980!SPC NJ       -   1.00000468  x   0.99997388  =   0.99997856
 JU3980!SPC DE       -   1.00000468  x   0.99999501  =   0.99999969
 JU3980!SPC PA S     -   1.00000468  x   1.00002450  =   1.00002918
 JU3980!UTM  18      -   1.00000468  x   0.99961478  =   0.99961945
 JU3980
 JU3980                          SUPERSEDED SURVEY CONTROL
 JU3980
 JU3980  NAD 83(1991)-  39 47 42.26216(N)    075 24 16.80880(W) AD(       ) 2
 JU3980  NAD 83(1986)-  39 47 42.26291(N)    075 24 16.80972(W) AD(       ) 2
 JU3980  NGVD 29 (09/09/88)    3.3    (m)           11.     (f) GPS OBS        
 JU3980
 JU3980.Superseded values are not recommended for survey control.
 JU3980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3980.See file dsdata.txt to determine how the superseded data were derived.
 JU3980
 JU3980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6535405091(NAD 83)
 JU3980_MARKER: DH = HORIZONTAL CONTROL DISK
 JU3980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3980_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3980+STABILITY: SURFACE MOTION
 JU3980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3980+SATELLITE: SATELLITE OBSERVATIONS - 1986
 JU3980
 JU3980  HISTORY     - Date     Condition        Report By
 JU3980  HISTORY     - 1986     MONUMENTED       NGS
 JU3980
 JU3980                          STATION DESCRIPTION
 JU3980
 JU3980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (JDR)
 JU3980'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH OF PENNS GROVE, NEW
 JU3980'JERSEY, 5 MILES EAST OF WILMINGTON, DELAWARE AND ALONG THE EAST SHORE
 JU3980'OF THE DELAWARE RIVER.
 JU3980'
 JU3980'THE STATION IS A NATIONAL GEODETIC SURVEY BOUNDARY REFERENCE DISK,
 JU3980'SET IN THE TOP OF A 5 X 5 INCH CONCRETE POST.  THE POST IS SURROUNDED
 JU3980'BY A CONCRETE HEAP AT THE BASE.  IT IS 119.3 FEET NORTHWEST OF A 12
 JU3980'INCH WILD CHERRY TREE, 69.6 FEET SOUTHEAST OF THE SOUTHEAST END OF A
 JU3980'18 INCH METAL PIPE, 40.7 FEET SOUTHWEST OF A CHAIN LINK FENCE.  THE
 JU3980'DISK IS STAMPED---DEL NJ REF 1 1986---.
 JU3980'
 JU3980'TO REACH THE STATION FROM US HIGHWAY 130 AND STATE HIGHWAY 48 AT
 JU3980'PENNS GROVE, GO NORTH ON US HIGHWAY 130 FOR 2.3 MILES TO AN ANGLED
 JU3980'HIGHWAY TO THE RIGHT AND SIGN PEDRICKTOWN.  CONTINUE AHEAD ON HIGHWAY
 JU3980'130 FOR 3.1 MILES TO A SAND ROAD ON THE LEFT JUST BEFORE REACHING THE
 JU3980'MONSANTO PLANT ON THE LEFT.  TURN LEFT ON THE ROAD AND GO ABOUT 200
 JU3980'FEET TO A CABLE ACROSS ROAD.  CONTINUE THROUGH GATE AND GO 0.2 MILE
 JU3980'TO A DRAINAGE DITCH.  TURN RIGHT AND GO NORTHERLY ALONG THE EAST SIDE
 JU3980'OF DITCH FOR 0.2 MILE TO WHERE THE ROAD CROSSES THE DITCH.  CONTINUE
 JU3980'WESTERLY ALONG A CHAIN LINK FENCE OF THE MONSANTO CHEMICAL PLANT FOR
 JU3980'0.3 MILE TO THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3982 ***********************************************************************
 JU3982  DESIGNATION -  NJ DE REFERENCE 3
 JU3982  PID         -  JU3982
 JU3982  STATE/COUNTY-  NJ/SALEM
 JU3982  USGS QUAD   -  DELAWARE CITY (1993)
 JU3982
 JU3982                         *CURRENT SURVEY CONTROL
 JU3982  ___________________________________________________________________
 JU3982* NAD 83(1996)-  39 34 41.23411(N)    075 30 44.18442(W)     ADJUSTED  
 JU3982* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 JU3982  ___________________________________________________________________
 JU3982  X           -   1,231,514.651 (meters)                     COMP
 JU3982  Y           -  -4,766,125.399 (meters)                     COMP
 JU3982  Z           -   4,041,972.066 (meters)                     COMP
 JU3982  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 JU3982  ELLIP HEIGHT-         -31.86  (meters)          (09/01/99) GPS OBS
 JU3982  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JU3982
 JU3982  HORZ ORDER  -  THIRD
 JU3982  ELLP ORDER  -  FOURTH    CLASS I
 JU3982
 JU3982.The horizontal coordinates were established by GPS observations
 JU3982.and adjusted by the National Geodetic Survey in September 1999..
 JU3982
 JU3982.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3982
 JU3982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3982
 JU3982.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3982
 JU3982.The ellipsoidal height was determined by GPS observations
 JU3982.and is referenced to NAD 83.
 JU3982
 JU3982.The geoid height was determined by GEOID03.
 JU3982
 JU3982;                    North         East     Units Scale Factor Converg.
 JU3982;SPC NJ       -    83,167.056    63,036.286   MT  0.99999308   -0 38 42.0
 JU3982;SPC NJ       -   272,857.25    206,811.55   sFT  0.99999308   -0 38 42.0
 JU3982;SPC DE       -   175,192.985   191,785.788   MT  0.99999583   -0 03 39.3
 JU3982;SPC DE       -   574,778.98    629,217.21   sFT  0.99999583   -0 03 39.3
 JU3982;UTM  18      - 4,381,059.750   456,004.470   MT  0.99962383   -0 19 35.0
 JU3982
 JU3982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3982!SPC NJ       -   1.00000500  x   0.99999308  =   0.99999808
 JU3982!SPC DE       -   1.00000500  x   0.99999583  =   1.00000083
 JU3982!UTM  18      -   1.00000500  x   0.99962383  =   0.99962883
 JU3982
 JU3982                          SUPERSEDED SURVEY CONTROL
 JU3982
 JU3982  NAD 83(1991)-  39 34 41.23415(N)    075 30 44.18444(W) AD(       ) 3
 JU3982  NAD 83(1986)-  39 34 41.22630(N)    075 30 44.19329(W) AD(       ) 3
 JU3982  NGVD 29 (09/09/88)    2.5    (m)            8.     (f) GPS OBS        
 JU3982
 JU3982.Superseded values are not recommended for survey control.
 JU3982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3982.See file dsdata.txt to determine how the superseded data were derived.
 JU3982
 JU3982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5600481060(NAD 83)
 JU3982_MARKER: DU = BOUNDARY MARKER
 JU3982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3982_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3982+STABILITY: SURFACE MOTION
 JU3982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3982+SATELLITE: SATELLITE OBSERVATIONS - 1986
 JU3982
 JU3982  HISTORY     - Date     Condition        Report By
 JU3982  HISTORY     - 1986     MONUMENTED       LOCSUR
 JU3982
 JU3982                          STATION DESCRIPTION
 JU3982
 JU3982'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (JDR)
 JU3982'THE STATION IS ON THE NORTH SHORE OF THE ENTRANCE TO THE SALEM RIVER
 JU3982'AS IT BRANCHES OFF THE DELAWARE RIVER.  THE STATION IS ABOUT ONE MILE
 JU3982'WEST OF SALEM, NEW JERSEY, ON THE NORTH SIDE OF SALEM COVE, ON THE
 JU3982'SHORE OF THE RIVER ABOUT 15 FT FROM THE HIGH WATER LINE AND ABOUT 12
 JU3982'FT SOUTHEAST OF THE SALEM COVE REAR RANGE.
 JU3982'
 JU3982'THE STATION IS A 5 INCH SQUARE CONCRETE POST SET 2 INCHES ABOVE THE
 JU3982'GROUND STAMPED---DEL NJ REF 3 1986---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ3348 ***********************************************************************
 AJ3348  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3348  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ3348  DESIGNATION -  NJ INST OF TECH 2 CORS ARP
 AJ3348  CORS_ID     -  NJI2
 AJ3348  PID         -  AJ3348
 AJ3348  STATE/COUNTY-  NJ/ESSEX
 AJ3348  USGS QUAD   -  ELIZABETH (1995)
 AJ3348
 AJ3348                         *CURRENT SURVEY CONTROL
 AJ3348  ___________________________________________________________________
 AJ3348* NAD 83(CORS)-  40 44 29.30573(N)    074 10 39.72731(W)     ADJUSTED  
 AJ3348* NAVD 88     -        50.24   (meters)     164.8    (feet)  GPS OBS   
 AJ3348  ___________________________________________________________________
 AJ3348  EPOCH DATE  -        2002.00
 AJ3348  X           -   1,319,482.656 (meters)                     COMP
 AJ3348  Y           -  -4,656,035.857 (meters)                     COMP
 AJ3348  Z           -   4,140,724.999 (meters)                     COMP
 AJ3348  ELLIP HEIGHT-          17.93  (meters)          (03/??/02) GPS OBS
 AJ3348  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 AJ3348
 AJ3348  HORZ ORDER  -  SPECIAL (CORS)
 AJ3348  ELLP ORDER  -  SPECIAL (CORS)
 AJ3348
 AJ3348.ITRF positions are available for this station.
 AJ3348.The coordinates were established by GPS observations
 AJ3348.and adjusted by the National Geodetic Survey in March 2002..
 AJ3348.The coordinates are valid at the epoch date displayed above.
 AJ3348.The epoch date for horizontal control is a decimal equivalence
 AJ3348.of Year/Month/Day.
 AJ3348
 AJ3348.The orthometric height was determined by GPS observations and a
 AJ3348.high-resolution geoid model using precise GPS observation and
 AJ3348.processing techniques.
 AJ3348
 AJ3348.The PID for the CORS L1 Phase Center is AJ7974.
 AJ3348
 AJ3348.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ3348
 AJ3348.The ellipsoidal height was determined by GPS observations
 AJ3348.and is referenced to NAD 83.
 AJ3348
 AJ3348.The geoid height was determined by GEOID03.
 AJ3348
 AJ3348;                    North         East     Units Scale Factor Converg.
 AJ3348;SPC NJ       -   211,890.703   177,219.575   MT  0.99990912   +0 12 37.3
 AJ3348;SPC NJ       -   695,178.08    581,427.89   sFT  0.99990912   +0 12 37.3
 AJ3348
 AJ3348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3348!SPC NJ       -   0.99999719  x   0.99990912  =   0.99990631
 AJ3348
 AJ3348                          SUPERSEDED SURVEY CONTROL
 AJ3348
 AJ3348  NAD 83(CORS)-  40 44 29.30562(N)    074 10 39.72764(W) AD(1997.00) c
 AJ3348  ELLIP H (06/??/01)   17.93   (m)                       GP(1997.00) c c
 AJ3348
 AJ3348.Superseded values are not recommended for survey control.
 AJ3348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3348.See file dsdata.txt to determine how the superseded data were derived.
 AJ3348
 AJ3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6942610384(NAD 83)
 AJ3348_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ3348
 AJ3348                          STATION DESCRIPTION
 AJ3348
 AJ3348'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ3348'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ3348'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ3348'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ3348'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ3348'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ7974 ***********************************************************************
 AJ7974  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7974  DESIGNATION -  NJ INST OF TECH 2 CORS L1 PHASE CENTER
 AJ7974  CORS_ID     -  NJI2
 AJ7974  PID         -  AJ7974
 AJ7974  STATE/COUNTY-  NJ/ESSEX
 AJ7974  USGS QUAD   -  ELIZABETH (1995)
 AJ7974
 AJ7974                         *CURRENT SURVEY CONTROL
 AJ7974  ___________________________________________________________________
 AJ7974* NAD 83(CORS)-  40 44 29.30576(N)    074 10 39.72733(W)     ADJUSTED  
 AJ7974* NAVD 88     -                                                        
 AJ7974  ___________________________________________________________________
 AJ7974  EPOCH DATE  -        2002.00
 AJ7974  X           -   1,319,482.672 (meters)                     COMP
 AJ7974  Y           -  -4,656,035.915 (meters)                     COMP
 AJ7974  Z           -   4,140,725.052 (meters)                     COMP
 AJ7974  ELLIP HEIGHT-          18.01  (meters)          (03/??/02) GPS OBS
 AJ7974  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 AJ7974
 AJ7974  HORZ ORDER  -  SPECIAL (CORS)
 AJ7974  ELLP ORDER  -  SPECIAL (CORS)
 AJ7974
 AJ7974.ITRF positions are available for this station.
 AJ7974.The coordinates were established by GPS observations
 AJ7974.and adjusted by the National Geodetic Survey in March 2002..
 AJ7974.The coordinates are valid at the epoch date displayed above.
 AJ7974.The epoch date for horizontal control is a decimal equivalence
 AJ7974.of Year/Month/Day.
 AJ7974
 AJ7974
 AJ7974.The PID for the CORS ARP is AJ3348.
 AJ7974
 AJ7974.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7974
 AJ7974.The ellipsoidal height was determined by GPS observations
 AJ7974.and is referenced to NAD 83.
 AJ7974
 AJ7974.The geoid height was determined by GEOID03.
 AJ7974
 AJ7974;                    North         East     Units Scale Factor Converg.
 AJ7974;SPC NJ       -   211,890.704   177,219.574   MT  0.99990912   +0 12 37.3
 AJ7974;SPC NJ       -   695,178.08    581,427.89   sFT  0.99990912   +0 12 37.3
 AJ7974
 AJ7974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7974!SPC NJ       -   0.99999717  x   0.99990912  =   0.99990630
 AJ7974
 AJ7974                          SUPERSEDED SURVEY CONTROL
 AJ7974
 AJ7974  NAD 83(CORS)-  40 44 29.30565(N)    074 10 39.72766(W) AD(1997.00) c
 AJ7974  ELLIP H (06/??/01)   18.01   (m)                       GP(1997.00) c c
 AJ7974
 AJ7974.Superseded values are not recommended for survey control.
 AJ7974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7974.See file dsdata.txt to determine how the superseded data were derived.
 AJ7974
 AJ7974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6942610384(NAD 83)
 AJ7974_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7974
 AJ7974                          STATION DESCRIPTION
 AJ7974
 AJ7974'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7974'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7974'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7974'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7974'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7974'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH5052 ***********************************************************************
 AH5052  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH5052  DESIGNATION -  NJ INST OF TECH CORS ARP
 AH5052  CORS_ID     -  NJIT
 AH5052  PID         -  AH5052
 AH5052  STATE/COUNTY-  NJ/ESSEX
 AH5052  USGS QUAD   -  ELIZABETH (1995)
 AH5052
 AH5052                         *CURRENT SURVEY CONTROL
 AH5052  ___________________________________________________________________
 AH5052* NAD 83(CORS)-  40 44 29.03267(N)    074 10 39.88178(W)     ADJUSTED  
 AH5052* NAVD 88     -                                                        
 AH5052  ___________________________________________________________________
 AH5052  EPOCH DATE  -        2002.00
 AH5052  X           -   1,319,480.315 (meters)                     COMP
 AH5052  Y           -  -4,656,040.888 (meters)                     COMP
 AH5052  Z           -   4,140,717.501 (meters)                     COMP
 AH5052  ELLIP HEIGHT-          16.22  (meters)          (03/??/02) GPS OBS
 AH5052  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 AH5052
 AH5052  HORZ ORDER  -  SPECIAL (CORS)
 AH5052  ELLP ORDER  -  SPECIAL (CORS)
 AH5052
 AH5052.ITRF positions are available for this station.
 AH5052.The coordinates were established by GPS observations
 AH5052.and adjusted by the National Geodetic Survey in March 2002..
 AH5052.The coordinates are valid at the epoch date displayed above.
 AH5052.The epoch date for horizontal control is a decimal equivalence
 AH5052.of Year/Month/Day.
 AH5052
 AH5052
 AH5052.The PID for the CORS L1 Phase Center is AJ7948.
 AH5052
 AH5052.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH5052
 AH5052.The ellipsoidal height was determined by GPS observations
 AH5052.and is referenced to NAD 83.
 AH5052
 AH5052.The geoid height was determined by GEOID03.
 AH5052
 AH5052;                    North         East     Units Scale Factor Converg.
 AH5052;SPC NJ       -   211,882.267   177,215.982   MT  0.99990911   +0 12 37.2
 AH5052;SPC NJ       -   695,150.40    581,416.10   sFT  0.99990911   +0 12 37.2
 AH5052
 AH5052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5052!SPC NJ       -   0.99999746  x   0.99990911  =   0.99990657
 AH5052
 AH5052                          SUPERSEDED SURVEY CONTROL
 AH5052
 AH5052  NAD 83(CORS)-  40 44 29.03273(N)    074 10 39.88202(W) AD(1997.00) c
 AH5052  ELLIP H (07/??/00)   16.21   (m)                       GP(1997.00) c c
 AH5052  NAD 83(CORS)-  40 44 29.03278(N)    074 10 39.88191(W) AD(1997.00) c
 AH5052  ELLIP H (03/??/99)   16.20   (m)                       GP(1997.00) c c
 AH5052  NAD 83(CORS)-  40 44 29.03282(N)    074 10 39.88187(W) AD(1997.00) c
 AH5052  ELLIP H (11/??/98)   16.16   (m)                       GP(1997.00) c c
 AH5052
 AH5052.Superseded values are not recommended for survey control.
 AH5052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5052.See file dsdata.txt to determine how the superseded data were derived.
 AH5052
 AH5052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6942310376(NAD 83)
 AH5052_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH5052
 AH5052                          STATION DESCRIPTION
 AH5052
 AH5052'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AH5052'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AH5052'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AH5052'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AH5052'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AH5052'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ7948 ***********************************************************************
 AJ7948  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7948  DESIGNATION -  NJ INST OF TECH CORS L1 PHASE CENTER
 AJ7948  CORS_ID     -  NJIT
 AJ7948  PID         -  AJ7948
 AJ7948  STATE/COUNTY-  NJ/ESSEX
 AJ7948  USGS QUAD   -  ELIZABETH (1995)
 AJ7948
 AJ7948                         *CURRENT SURVEY CONTROL
 AJ7948  ___________________________________________________________________
 AJ7948* NAD 83(CORS)-  40 44 29.03270(N)    074 10 39.88180(W)     ADJUSTED  
 AJ7948* NAVD 88     -                                                        
 AJ7948  ___________________________________________________________________
 AJ7948  EPOCH DATE  -        2002.00
 AJ7948  X           -   1,319,480.328 (meters)                     COMP
 AJ7948  Y           -  -4,656,040.938 (meters)                     COMP
 AJ7948  Z           -   4,140,717.548 (meters)                     COMP
 AJ7948  ELLIP HEIGHT-          16.29  (meters)          (03/??/02) GPS OBS
 AJ7948  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 AJ7948
 AJ7948  HORZ ORDER  -  SPECIAL (CORS)
 AJ7948  ELLP ORDER  -  SPECIAL (CORS)
 AJ7948
 AJ7948.ITRF positions are available for this station.
 AJ7948.The coordinates were established by GPS observations
 AJ7948.and adjusted by the National Geodetic Survey in March 2002..
 AJ7948.The coordinates are valid at the epoch date displayed above.
 AJ7948.The epoch date for horizontal control is a decimal equivalence
 AJ7948.of Year/Month/Day.
 AJ7948
 AJ7948
 AJ7948.The PID for the CORS ARP is AH5052.
 AJ7948
 AJ7948.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7948
 AJ7948.The ellipsoidal height was determined by GPS observations
 AJ7948.and is referenced to NAD 83.
 AJ7948
 AJ7948.The geoid height was determined by GEOID03.
 AJ7948
 AJ7948;                    North         East     Units Scale Factor Converg.
 AJ7948;SPC NJ       -   211,882.268   177,215.981   MT  0.99990911   +0 12 37.2
 AJ7948;SPC NJ       -   695,150.41    581,416.10   sFT  0.99990911   +0 12 37.2
 AJ7948
 AJ7948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7948!SPC NJ       -   0.99999744  x   0.99990911  =   0.99990655
 AJ7948
 AJ7948                          SUPERSEDED SURVEY CONTROL
 AJ7948
 AJ7948  NAD 83(CORS)-  40 44 29.03276(N)    074 10 39.88204(W) AD(1997.00) c
 AJ7948  ELLIP H (07/??/00)   16.29   (m)                       GP(1997.00) c c
 AJ7948  NAD 83(CORS)-  40 44 29.03281(N)    074 10 39.88193(W) AD(1997.00) c
 AJ7948  ELLIP H (03/??/99)   16.28   (m)                       GP(1997.00) c c
 AJ7948  NAD 83(CORS)-  40 44 29.03285(N)    074 10 39.88189(W) AD(1997.00) c
 AJ7948  ELLIP H (11/??/98)   16.24   (m)                       GP(1997.00) c c
 AJ7948
 AJ7948.Superseded values are not recommended for survey control.
 AJ7948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7948.See file dsdata.txt to determine how the superseded data were derived.
 AJ7948
 AJ7948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6942310376(NAD 83)
 AJ7948_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7948
 AJ7948                          STATION DESCRIPTION
 AJ7948
 AJ7948'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7948'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7948'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7948'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7948'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7948'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0116 ***********************************************************************
 KV0116  DESIGNATION -  NJ NJDT
 KV0116  PID         -  KV0116
 KV0116  STATE/COUNTY-  NJ/ESSEX
 KV0116  USGS QUAD   -  ORANGE (1981)
 KV0116
 KV0116                         *CURRENT SURVEY CONTROL
 KV0116  ___________________________________________________________________
 KV0116* NAD 83(1986)-  40 47 11.     (N)    074 08 54.     (W)     SCALED    
 KV0116* NAVD 88     -         3.280  (meters)      10.76   (feet)  ADJUSTED  
 KV0116  ___________________________________________________________________
 KV0116  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KV0116  DYNAMIC HT  -           3.279 (meters)      10.76  (feet)  COMP
 KV0116  MODELED GRAV-     980,221.4   (mgal)                       NAVD 88
 KV0116
 KV0116  VERT ORDER  -  FIRST     CLASS II
 KV0116
 KV0116.The horizontal coordinates were scaled from a topographic map and have
 KV0116.an estimated accuracy of +/- 6 seconds.
 KV0116
 KV0116.The orthometric height was determined by differential leveling
 KV0116.and adjusted by the National Geodetic Survey in June 1991..
 KV0116
 KV0116.The geoid height was determined by GEOID03.
 KV0116
 KV0116.The dynamic height is computed by dividing the NAVD 88
 KV0116.geopotential number by the normal gravity value computed on the
 KV0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0116.degrees latitude (g = 980.6199 gals.).
 KV0116
 KV0116.The modeled gravity was interpolated from observed gravity values.
 KV0116
 KV0116;                    North         East    Units  Estimated Accuracy
 KV0116;SPC NJ       -   216,890.      179,680.      MT  (+/- 180 meters Scaled)
 KV0116
 KV0116                          SUPERSEDED SURVEY CONTROL
 KV0116
 KV0116  NGVD 29 (??/??/??)    3.602  (m)           11.82   (f) ADJUSTED    1 2
 KV0116
 KV0116.Superseded values are not recommended for survey control.
 KV0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0116.See file dsdata.txt to determine how the superseded data were derived.
 KV0116
 KV0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL718153(NAD 83)
 KV0116_MARKER: N = NAIL
 KV0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0116_STAMPING: NJ
 KV0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0116+STABILITY: SURFACE MOTION
 KV0116
 KV0116  HISTORY     - Date     Condition        Report By
 KV0116  HISTORY     - 1933     MONUMENTED       NJDT
 KV0116  HISTORY     - 1948     GOOD             CGS
 KV0116  HISTORY     - 20051112 MARK NOT FOUND   GEOCAC
 KV0116
 KV0116                          STATION DESCRIPTION
 KV0116
 KV0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KV0116'AT BELLEVILLE.
 KV0116'AT BELLEVILLE, ESSEX COUNTY, 159 FEET SOUTHWEST OF THE CONCRETE
 KV0116'BALANCE WEIGHT OF THE DRAWBRIDGE, 35 FEET SOUTHEAST OF THE MAIN
 KV0116'ENTRANCE TO THE DUTCH REFORMED CHURCH, 17 FEET WEST OF THE WEST
 KV0116'CURB OF MAIN STREET, 70 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 KV0116'OF THE JUNCTION OF MAIN STREET AND RUTGERS STREET, AND ABOUT 1/2
 KV0116'FOOT HIGHER THAN THE SIDEWALK.  A NEW JERSEY HIGHWAY DEPARTMENT
 KV0116'STANDARD COPPER NAIL AND WASHER STAMPED NJ AND SET IN THE TOP OF
 KV0116'A CONCRETE POST.
 KV0116
 KV0116                          STATION RECOVERY (2005)
 KV0116
 KV0116'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV0116'THE DUTCH REFORMED CHURCH ON MAIN STREET IN BELLEVILLE IS STILL THERE.
 KV0116'ROUTE 21 WAS BUILT IN THE EARLY 50'S.  MAIN STREET IS NOW ON EITHER
 KV0116'SIDE OF RTE 21.  FROM THE DESCRIPTION, THE NEW SIDEWALK ON MAIN STREET
 KV0116'WAS BUILT WHERE THIS STATION USED TO BE.  STATION IS PRESUMED TO BE
 KV0116'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1368 ***********************************************************************
 KV1368  DESIGNATION -  NJ NJGS
 KV1368  PID         -  KV1368
 KV1368  STATE/COUNTY-  NJ/HUNTERDON
 KV1368  USGS QUAD   -  HIGH BRIDGE (1970)
 KV1368
 KV1368                         *CURRENT SURVEY CONTROL
 KV1368  ___________________________________________________________________
 KV1368* NAD 83(1986)-  40 38 23.     (N)    074 53 38.     (W)     SCALED    
 KV1368* NAVD 88     -        68.928  (meters)     226.14   (feet)  ADJUSTED  
 KV1368  ___________________________________________________________________
 KV1368  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KV1368  DYNAMIC HT  -          68.896 (meters)     226.04  (feet)  COMP
 KV1368  MODELED GRAV-     980,168.9   (mgal)                       NAVD 88
 KV1368
 KV1368  VERT ORDER  -  SECOND    CLASS 0
 KV1368
 KV1368.The horizontal coordinates were scaled from a topographic map and have
 KV1368.an estimated accuracy of +/- 6 seconds.
 KV1368
 KV1368.The orthometric height was determined by differential leveling
 KV1368.and adjusted by the National Geodetic Survey in June 1991..
 KV1368
 KV1368.The geoid height was determined by GEOID03.
 KV1368
 KV1368.The dynamic height is computed by dividing the NAVD 88
 KV1368.geopotential number by the normal gravity value computed on the
 KV1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1368.degrees latitude (g = 980.6199 gals.).
 KV1368
 KV1368.The modeled gravity was interpolated from observed gravity values.
 KV1368
 KV1368;                    North         East    Units  Estimated Accuracy
 KV1368;SPC NJ       -   200,620.      116,680.      MT  (+/- 180 meters Scaled)
 KV1368
 KV1368                          SUPERSEDED SURVEY CONTROL
 KV1368
 KV1368  NGVD 29 (??/??/??)   69.175  (m)          226.95   (f) ADJUSTED    2 0
 KV1368
 KV1368.Superseded values are not recommended for survey control.
 KV1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1368.See file dsdata.txt to determine how the superseded data were derived.
 KV1368
 KV1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK089987(NAD 83)
 KV1368_MARKER: B = BOLT
 KV1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1368+STABILITY: SURFACE MOTION
 KV1368
 KV1368  HISTORY     - Date     Condition        Report By
 KV1368  HISTORY     - UNK      MONUMENTED       NJGS
 KV1368  HISTORY     - 1942     GOOD             CGS
 KV1368  HISTORY     - 1978     MARK NOT FOUND   NGS
 KV1368
 KV1368                          STATION DESCRIPTION
 KV1368
 KV1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1368'1.1 MI E FROM CLINTON.
 KV1368'1.1 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE CONCRETE BRIDGE OVER
 KV1368'THE SOUTH BRANCH OF RARITAN RIVER AT CLINTON, HUNTERDON COUNTY,
 KV1368'0.1 MILE WEST OF BENCH MARK Z 26, DESCRIBED BELOW, 190 FEET WEST
 KV1368'OF THE JUNCTION OF STATE HIGHWAY 30, 115 FEET SOUTHEAST OF THE
 KV1368'SOUTHEAST CORNER OF THE CLINTON POINT INN, 30 FEET WEST OF
 KV1368'POWER-TRANSMISSION LINEPOLE 967, AT A FENCE LINE OPPOSITE AN
 KV1368'ESSA SERVICE STATION, AND 33 FEET SOUTH OF THE CENTERLINE OF THE
 KV1368'HIGHWAY.
 KV1368
 KV1368                          STATION RECOVERY (1978)
 KV1368
 KV1368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7058 ***********************************************************************
 DF7058  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7058  DESIGNATION -  NJ TAYLOR WISEMAN CORS ARP
 DF7058  CORS_ID     -  NJTW
 DF7058  PID         -  DF7058
 DF7058  STATE/COUNTY-  NJ/BURLINGTON
 DF7058  USGS QUAD   -  MOORESTOWN (1995)
 DF7058
 DF7058                         *CURRENT SURVEY CONTROL
 DF7058  ___________________________________________________________________
 DF7058* NAD 83(CORS)-  39 56 11.04356(N)    074 56 58.71263(W)     ADJUSTED  
 DF7058* NAVD 88     -                                                        
 DF7058  ___________________________________________________________________
 DF7058  EPOCH DATE  -        2002.00
 DF7058  X           -   1,271,653.037 (meters)                     COMP
 DF7058  Y           -  -4,729,243.580 (meters)                     COMP
 DF7058  Z           -   4,072,560.694 (meters)                     COMP
 DF7058  ELLIP HEIGHT-         -19.97  (meters)          (08/??/03) GPS OBS
 DF7058  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 DF7058
 DF7058  HORZ ORDER  -  SPECIAL (CORS)
 DF7058  ELLP ORDER  -  SPECIAL (CORS)
 DF7058
 DF7058.ITRF positions are available for this station.
 DF7058.The coordinates were established by GPS observations
 DF7058.and adjusted by the National Geodetic Survey in August 2003..
 DF7058.The coordinates are valid at the epoch date displayed above.
 DF7058.The epoch date for horizontal control is a decimal equivalence
 DF7058.of Year/Month/Day.
 DF7058
 DF7058
 DF7058.The PID for the CORS L1 Phase Center is DH8011.
 DF7058
 DF7058.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7058
 DF7058.The ellipsoidal height was determined by GPS observations
 DF7058.and is referenced to NAD 83.
 DF7058
 DF7058.The geoid height was determined by GEOID03.
 DF7058
 DF7058;                    North         East     Units Scale Factor Converg.
 DF7058;SPC NJ       -   122,550.258   111,571.476   MT  0.99991817   -0 17 19.1
 DF7058;SPC NJ       -   402,066.97    366,047.42   sFT  0.99991817   -0 17 19.1
 DF7058
 DF7058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7058!SPC NJ       -   1.00000313  x   0.99991817  =   0.99992130
 DF7058
 DF7058                          SUPERSEDED SURVEY CONTROL
 DF7058
 DF7058.No superseded survey control is available for this station.
 DF7058
 DF7058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0430220700(NAD 83)
 DF7058_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF7058
 DF7058                          STATION DESCRIPTION
 DF7058
 DF7058'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF7058'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF7058'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF7058'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF7058'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF7058'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH8011 ***********************************************************************
 DH8011  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH8011  DESIGNATION -  NJ TAYLOR WISEMAN CORS L1 PHASE CENTER
 DH8011  CORS_ID     -  NJTW
 DH8011  PID         -  DH8011
 DH8011  STATE/COUNTY-  NJ/BURLINGTON
 DH8011  USGS QUAD   -  MOORESTOWN (1995)
 DH8011
 DH8011                         *CURRENT SURVEY CONTROL
 DH8011  ___________________________________________________________________
 DH8011* NAD 83(CORS)-  39 56 11.04357(N)    074 56 58.71261(W)     ADJUSTED  
 DH8011* NAVD 88     -                                                        
 DH8011  ___________________________________________________________________
 DH8011  EPOCH DATE  -        2002.00
 DH8011  X           -   1,271,653.051 (meters)                     COMP
 DH8011  Y           -  -4,729,243.631 (meters)                     COMP
 DH8011  Z           -   4,072,560.739 (meters)                     COMP
 DH8011  ELLIP HEIGHT-         -19.90  (meters)          (08/??/03) GPS OBS
 DH8011  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 DH8011
 DH8011  HORZ ORDER  -  SPECIAL (CORS)
 DH8011  ELLP ORDER  -  SPECIAL (CORS)
 DH8011
 DH8011.ITRF positions are available for this station.
 DH8011.The coordinates were established by GPS observations
 DH8011.and adjusted by the National Geodetic Survey in August 2003..
 DH8011.The coordinates are valid at the epoch date displayed above.
 DH8011.The epoch date for horizontal control is a decimal equivalence
 DH8011.of Year/Month/Day.
 DH8011
 DH8011
 DH8011.The PID for the CORS ARP is DF7058.
 DH8011
 DH8011.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH8011
 DH8011.The ellipsoidal height was determined by GPS observations
 DH8011.and is referenced to NAD 83.
 DH8011
 DH8011.The geoid height was determined by GEOID03.
 DH8011
 DH8011;                    North         East     Units Scale Factor Converg.
 DH8011;SPC NJ       -   122,550.258   111,571.476   MT  0.99991817   -0 17 19.1
 DH8011;SPC NJ       -   402,066.97    366,047.42   sFT  0.99991817   -0 17 19.1
 DH8011
 DH8011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8011!SPC NJ       -   1.00000312  x   0.99991817  =   0.99992129
 DH8011
 DH8011                          SUPERSEDED SURVEY CONTROL
 DH8011
 DH8011.No superseded survey control is available for this station.
 DH8011
 DH8011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0430220700(NAD 83)
 DH8011_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH8011
 DH8011                          STATION DESCRIPTION
 DH8011
 DH8011'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH8011'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH8011'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH8011'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH8011'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH8011'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0445 ***********************************************************************
 LY0445  DESIGNATION -  NJDWSC
 LY0445  PID         -  LY0445
 LY0445  STATE/COUNTY-  NJ/PASSAIC
 LY0445  USGS QUAD   -  WANAQUE (1971)
 LY0445
 LY0445                         *CURRENT SURVEY CONTROL
 LY0445  ___________________________________________________________________
 LY0445* NAD 83(1986)-  41 02 46.     (N)    074 17 27.     (W)     SCALED    
 LY0445* NAVD 88     -        72.402  (meters)     237.54   (feet)  ADJUSTED  
 LY0445  ___________________________________________________________________
 LY0445  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 LY0445  DYNAMIC HT  -          72.372 (meters)     237.44  (feet)  COMP
 LY0445  MODELED GRAV-     980,213.2   (mgal)                       NAVD 88
 LY0445
 LY0445  VERT ORDER  -  SECOND    CLASS 0
 LY0445
 LY0445.The horizontal coordinates were scaled from a topographic map and have
 LY0445.an estimated accuracy of +/- 6 seconds.
 LY0445
 LY0445.The orthometric height was determined by differential leveling
 LY0445.and adjusted by the National Geodetic Survey in June 1991..
 LY0445
 LY0445.The geoid height was determined by GEOID03.
 LY0445
 LY0445.The dynamic height is computed by dividing the NAVD 88
 LY0445.geopotential number by the normal gravity value computed on the
 LY0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0445.degrees latitude (g = 980.6199 gals.).
 LY0445
 LY0445.The modeled gravity was interpolated from observed gravity values.
 LY0445
 LY0445;                    North         East    Units  Estimated Accuracy
 LY0445;SPC NJ       -   245,690.      167,580.      MT  (+/- 180 meters Scaled)
 LY0445
 LY0445                          SUPERSEDED SURVEY CONTROL
 LY0445
 LY0445  NGVD 29 (??/??/92)   72.645  (m)          238.34   (f) ADJ UNCH    2 0
 LY0445
 LY0445.Superseded values are not recommended for survey control.
 LY0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0445.See file dsdata.txt to determine how the superseded data were derived.
 LY0445
 LY0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL596441(NAD 83)
 LY0445_MARKER: DD = SURVEY DISK
 LY0445_SETTING: 0 = UNSPECIFIED SETTING
 LY0445_STAMPING: NJDWSC
 LY0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0445
 LY0445  HISTORY     - Date     Condition        Report By
 LY0445  HISTORY     - UNK      MONUMENTED       NJGS
 LY0445  HISTORY     - 1942     GOOD             NGS
 LY0445
 LY0445                          STATION DESCRIPTION
 LY0445
 LY0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0445'AT WANAQUE.
 LY0445'AT WANAQUE, PASSAIC COUNTY, 0.4 MILE SOUTH ALONG RINGWOOD AVENUE
 LY0445'FROM THE POST OFFICE, AT THE INTERSECTION OF LINES AVENUE, 18
 LY0445'FEET NORTHWEST OF THE NORTHWEST CORNER OF A LARGE BRICK BUILDING,
 LY0445'AT THE EAST EDGE OF THE EAST RINGWOOD AVENUE SIDEWALK, AT THE
 LY0445'WEST END OF A SMALL CONCRETE WALL, AND ABOUT 0.5 FEET HIGHER THAN
 LY0445'THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH3766 ***********************************************************************
 DH3766  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3766  DESIGNATION -  NJDY CORS ARP
 DH3766  CORS_ID     -  NJDY
 DH3766  PID         -  DH3766
 DH3766  STATE/COUNTY-  NJ/MIDDLESEX
 DH3766  USGS QUAD   -  NEW BRUNSWICK (1981)
 DH3766
 DH3766                         *CURRENT SURVEY CONTROL
 DH3766  ___________________________________________________________________
 DH3766* NAD 83(CORS)-  40 22 52.07410(N)    074 27 56.30180(W)     ADJUSTED  
 DH3766* NAVD 88     -                                                        
 DH3766  ___________________________________________________________________
 DH3766  EPOCH DATE  -        2002.00
 DH3766  X           -   1,303,033.141 (meters)                     COMP
 DH3766  Y           -  -4,687,667.341 (meters)                     COMP
 DH3766  Z           -   4,110,316.806 (meters)                     COMP
 DH3766  ELLIP HEIGHT-           4.30  (meters)          (06/??/05) GPS OBS
 DH3766  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 DH3766
 DH3766  HORZ ORDER  -  SPECIAL (CORS)
 DH3766  ELLP ORDER  -  SPECIAL (CORS)
 DH3766
 DH3766.ITRF positions are available for this station.
 DH3766.The coordinates were established by GPS observations
 DH3766.and adjusted by the National Geodetic Survey in June 2005..
 DH3766.The coordinates are valid at the epoch date displayed above.
 DH3766.The epoch date for horizontal control is a decimal equivalence
 DH3766.of Year/Month/Day.
 DH3766
 DH3766
 DH3766.The PID for the CORS L1 Phase Center is DH3767.
 DH3766
 DH3766.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3766
 DH3766.The ellipsoidal height was determined by GPS observations
 DH3766.and is referenced to NAD 83.
 DH3766
 DH3766.The geoid height was determined by GEOID03.
 DH3766
 DH3766;                    North         East     Units Scale Factor Converg.
 DH3766;SPC NJ       -   171,830.957   152,917.515   MT  0.99990010   +0 01 20.1
 DH3766;SPC NJ       -   563,748.73    501,696.88   sFT  0.99990010   +0 01 20.1
 DH3766
 DH3766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3766!SPC NJ       -   0.99999933  x   0.99990010  =   0.99989943
 DH3766
 DH3766                          SUPERSEDED SURVEY CONTROL
 DH3766
 DH3766.No superseded survey control is available for this station.
 DH3766
 DH3766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4535870198(NAD 83)
 DH3766_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3766
 DH3766                          STATION DESCRIPTION
 DH3766
 DH3766'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3766'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3766'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3766'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3766'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3766'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH3767 ***********************************************************************
 DH3767  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3767  DESIGNATION -  NJDY CORS L1 PHASE CENTER
 DH3767  CORS_ID     -  NJDY
 DH3767  PID         -  DH3767
 DH3767  STATE/COUNTY-  NJ/MIDDLESEX
 DH3767  USGS QUAD   -  NEW BRUNSWICK (1981)
 DH3767
 DH3767                         *CURRENT SURVEY CONTROL
 DH3767  ___________________________________________________________________
 DH3767* NAD 83(CORS)-  40 22 52.07418(N)    074 27 56.30175(W)     ADJUSTED  
 DH3767* NAVD 88     -                                                        
 DH3767  ___________________________________________________________________
 DH3767  EPOCH DATE  -        2002.00
 DH3767  X           -   1,303,033.162 (meters)                     COMP
 DH3767  Y           -  -4,687,667.412 (meters)                     COMP
 DH3767  Z           -   4,110,316.873 (meters)                     COMP
 DH3767  ELLIP HEIGHT-           4.40  (meters)          (06/??/05) GPS OBS
 DH3767  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 DH3767
 DH3767  HORZ ORDER  -  SPECIAL (CORS)
 DH3767  ELLP ORDER  -  SPECIAL (CORS)
 DH3767
 DH3767.ITRF positions are available for this station.
 DH3767.The coordinates were established by GPS observations
 DH3767.and adjusted by the National Geodetic Survey in June 2005..
 DH3767.The coordinates are valid at the epoch date displayed above.
 DH3767.The epoch date for horizontal control is a decimal equivalence
 DH3767.of Year/Month/Day.
 DH3767
 DH3767
 DH3767.The PID for the CORS ARP is DH3766.
 DH3767
 DH3767.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3767
 DH3767.The ellipsoidal height was determined by GPS observations
 DH3767.and is referenced to NAD 83.
 DH3767
 DH3767.The geoid height was determined by GEOID03.
 DH3767
 DH3767;                    North         East     Units Scale Factor Converg.
 DH3767;SPC NJ       -   171,830.960   152,917.516   MT  0.99990010   +0 01 20.1
 DH3767;SPC NJ       -   563,748.74    501,696.88   sFT  0.99990010   +0 01 20.1
 DH3767
 DH3767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3767!SPC NJ       -   0.99999931  x   0.99990010  =   0.99989941
 DH3767
 DH3767                          SUPERSEDED SURVEY CONTROL
 DH3767
 DH3767.No superseded survey control is available for this station.
 DH3767
 DH3767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4535870198(NAD 83)
 DH3767_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3767
 DH3767                          STATION DESCRIPTION
 DH3767
 DH3767'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3767'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3767'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3767'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3767'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3767'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF8717 ***********************************************************************
 DF8717  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8717  DESIGNATION -  NJGC CORS ARP
 DF8717  CORS_ID     -  NJGC
 DF8717  PID         -  DF8717
 DF8717  STATE/COUNTY-  NJ/GLOUCESTER
 DF8717  USGS QUAD   -  RUNNEMEDE (1994)
 DF8717
 DF8717                         *CURRENT SURVEY CONTROL
 DF8717  ___________________________________________________________________
 DF8717* NAD 83(CORS)-  39 46 52.79170(N)    075 07 11.25056(W)     ADJUSTED  
 DF8717* NAVD 88     -                                                        
 DF8717  ___________________________________________________________________
 DF8717  EPOCH DATE  -        2002.00
 DF8717  X           -   1,260,440.042 (meters)                     COMP
 DF8717  Y           -  -4,743,675.704 (meters)                     COMP
 DF8717  Z           -   4,059,354.214 (meters)                     COMP
 DF8717  ELLIP HEIGHT-          -3.98  (meters)          (11/??/03) GPS OBS
 DF8717  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DF8717
 DF8717  HORZ ORDER  -  SPECIAL (CORS)
 DF8717  ELLP ORDER  -  SPECIAL (CORS)
 DF8717
 DF8717.ITRF positions are available for this station.
 DF8717.The coordinates were established by GPS observations
 DF8717.and adjusted by the National Geodetic Survey in November 2003..
 DF8717.The coordinates are valid at the epoch date displayed above.
 DF8717.The epoch date for horizontal control is a decimal equivalence
 DF8717.of Year/Month/Day.
 DF8717
 DF8717
 DF8717.The PID for the CORS L1 Phase Center is DG4077.
 DF8717
 DF8717.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8717
 DF8717.The ellipsoidal height was determined by GPS observations
 DF8717.and is referenced to NAD 83.
 DF8717
 DF8717.The geoid height was determined by GEOID03.
 DF8717
 DF8717;                    North         East     Units Scale Factor Converg.
 DF8717;SPC NJ       -   105,421.204    96,910.268   MT  0.99993469   -0 23 47.7
 DF8717;SPC NJ       -   345,869.40    317,946.44   sFT  0.99993469   -0 23 47.7
 DF8717
 DF8717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8717!SPC NJ       -   1.00000062  x   0.99993469  =   0.99993531
 DF8717
 DF8717                          SUPERSEDED SURVEY CONTROL
 DF8717
 DF8717.No superseded survey control is available for this station.
 DF8717
 DF8717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8974203494(NAD 83)
 DF8717_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF8717
 DF8717                          STATION DESCRIPTION
 DF8717
 DF8717'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF8717'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF8717'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF8717'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF8717'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF8717'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG4077 ***********************************************************************
 DG4077  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4077  DESIGNATION -  NJGC CORS L1 PHASE CENTER
 DG4077  CORS_ID     -  NJGC
 DG4077  PID         -  DG4077
 DG4077  STATE/COUNTY-  NJ/GLOUCESTER
 DG4077  USGS QUAD   -  RUNNEMEDE (1994)
 DG4077
 DG4077                         *CURRENT SURVEY CONTROL
 DG4077  ___________________________________________________________________
 DG4077* NAD 83(CORS)-  39 46 52.79178(N)    075 07 11.25050(W)     ADJUSTED  
 DG4077* NAVD 88     -                                                        
 DG4077  ___________________________________________________________________
 DG4077  EPOCH DATE  -        2002.00
 DG4077  X           -   1,260,440.063 (meters)                     COMP
 DG4077  Y           -  -4,743,675.777 (meters)                     COMP
 DG4077  Z           -   4,059,354.279 (meters)                     COMP
 DG4077  ELLIP HEIGHT-          -3.88  (meters)          (11/??/03) GPS OBS
 DG4077  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DG4077
 DG4077  HORZ ORDER  -  SPECIAL (CORS)
 DG4077  ELLP ORDER  -  SPECIAL (CORS)
 DG4077
 DG4077.ITRF positions are available for this station.
 DG4077.The coordinates were established by GPS observations
 DG4077.and adjusted by the National Geodetic Survey in November 2003..
 DG4077.The coordinates are valid at the epoch date displayed above.
 DG4077.The epoch date for horizontal control is a decimal equivalence
 DG4077.of Year/Month/Day.
 DG4077
 DG4077
 DG4077.The PID for the CORS ARP is DF8717.
 DG4077
 DG4077.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4077
 DG4077.The ellipsoidal height was determined by GPS observations
 DG4077.and is referenced to NAD 83.
 DG4077
 DG4077.The geoid height was determined by GEOID03.
 DG4077
 DG4077;                    North         East     Units Scale Factor Converg.
 DG4077;SPC NJ       -   105,421.206    96,910.269   MT  0.99993469   -0 23 47.7
 DG4077;SPC NJ       -   345,869.41    317,946.44   sFT  0.99993469   -0 23 47.7
 DG4077
 DG4077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4077!SPC NJ       -   1.00000061  x   0.99993469  =   0.99993530
 DG4077
 DG4077                          SUPERSEDED SURVEY CONTROL
 DG4077
 DG4077.No superseded survey control is available for this station.
 DG4077
 DG4077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8974203494(NAD 83)
 DG4077_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4077
 DG4077                          STATION DESCRIPTION
 DG4077
 DG4077'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4077'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4077'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4077'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4077'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4077'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU2833 ***********************************************************************
 HU2833  DESIGNATION -  NJGPS 1
 HU2833  PID         -  HU2833
 HU2833  STATE/COUNTY-  NJ/CAPE MAY
 HU2833  USGS QUAD   -  CAPE MAY (1972)
 HU2833
 HU2833                         *CURRENT SURVEY CONTROL
 HU2833  ___________________________________________________________________
 HU2833* NAD 83(1996)-  38 57 57.02518(N)    074 57 47.70514(W)     ADJUSTED  
 HU2833* NAVD 88     -         2.7    (meters)       9.     (feet)  GPS OBS   
 HU2833  ___________________________________________________________________
 HU2833  X           -   1,288,290.634 (meters)                     COMP
 HU2833  Y           -  -4,795,660.552 (meters)                     COMP
 HU2833  Z           -   3,989,348.610 (meters)                     COMP
 HU2833  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 HU2833  ELLIP HEIGHT-         -32.72  (meters)          (10/23/02) GPS OBS
 HU2833  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 HU2833
 HU2833  HORZ ORDER  -  FIRST
 HU2833  ELLP ORDER  -  FOURTH    CLASS I
 HU2833
 HU2833.The horizontal coordinates were established by GPS observations
 HU2833.and adjusted by the National Geodetic Survey in May 1999..
 HU2833
 HU2833.The orthometric height was determined by GPS observations and a
 HU2833.high-resolution geoid model.
 HU2833
 HU2833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2833
 HU2833.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2833
 HU2833.The ellipsoidal height was determined by GPS observations
 HU2833.and is referenced to NAD 83.
 HU2833
 HU2833.The geoid height was determined by GEOID03.
 HU2833
 HU2833;                    North         East     Units Scale Factor Converg.
 HU2833;SPC NJ       -    14,810.663   109,854.828   MT  0.99991984   -0 17 28.8
 HU2833;SPC NJ       -    48,591.32    360,415.38   sFT  0.99991984   -0 17 28.8
 HU2833;UTM  18      - 4,312,986.501   503,183.653   MT  0.99960012   +0 01 23.2
 HU2833
 HU2833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2833!SPC NJ       -   1.00000513  x   0.99991984  =   0.99992497
 HU2833!UTM  18      -   1.00000513  x   0.99960012  =   0.99960525
 HU2833
 HU2833|---------------------------------------------------------------------|
 HU2833| PID    Reference Object                     Distance      Geod. Az  |
 HU2833|                                                           dddmmss.s |
 HU2833| HU2834 NJGPS 2                             221.958 METERS 01953     |
 HU2833|---------------------------------------------------------------------|
 HU2833
 HU2833                          SUPERSEDED SURVEY CONTROL
 HU2833
 HU2833  ELLIP H (05/14/99)  -32.73   (m)                       GP(       ) 4 1
 HU2833  NAD 83(1991)-  38 57 57.02457(N)    074 57 47.70472(W) AD(       ) 1
 HU2833  ELLIP H (03/31/93)  -32.80   (m)                       GP(       ) 3 2
 HU2833
 HU2833.Superseded values are not recommended for survey control.
 HU2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2833.See file dsdata.txt to determine how the superseded data were derived.
 HU2833
 HU2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0318412987(NAD 83)
 HU2833_MARKER: DD = SURVEY DISK
 HU2833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2833_SP_SET: CONCRETE POST
 HU2833_STAMPING: NJGPS 1
 HU2833_MARK LOGO: USE   
 HU2833_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2833+STABILITY: SURFACE MOTION
 HU2833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2833+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HU2833
 HU2833  HISTORY     - Date     Condition        Report By
 HU2833  HISTORY     - 1990     MONUMENTED       USE
 HU2833
 HU2833                          STATION DESCRIPTION
 HU2833
 HU2833'DESCRIBED BY US ENGINEERS 1990
 HU2833'THE STATION IS LOCATED IN LOWER TOWNSHIP, ON THE SOUTH SIDE OF THE
 HU2833'CAPE MAY CANAL, IN A CAPSTONE OF THE SOUTH JETTY, AT THE DELAWARE BAY
 HU2833'END, OF THE CANAL. TO REACH THE STATION FROM THE 0.0 MILE MARKER OF
 HU2833'THE GARDEN STATE PARKWAY, GO 1.1 KM (0.7 MI) WEST ON STATE ROUTE 109
 HU2833'TO STATE ROUTE 9 SOUTH, GO 0.6 KM (0.4 MI) ON STATE ROUTE 9 SOUTH TO
 HU2833'SEASHORE ROAD, COUNTY ROAD 626, GO 1.0 KM (0.6 MI) ON ROUTE 626 SOUTH
 HU2833'TO ROUTE 641 WEST, GO 3.5 KM (2.2 MI) ON ROUTE 641 WEST TO A DIRT
 HU2833'ROAD ON THE RIGHT NEXT TO THE ENTRANCE TO HIGBEE BEACH, GO 0.5 KM
 HU2833'(0.3 MI) ON THE DIRT ROAD TO A PARKING AREA, FOLLOW A FOOT PATH
 HU2833'EXTENDING FROM THE NORTHWEST CORNER OF THE PARKING AREA FOR 91.4 M
 HU2833'(299.9 FT) TO THE BEACH AND THE STATION ON THE JETTY. THE STATION IS
 HU2833'ON THE INSHORE SIDE OF THE JETTY NEXT TO THE END OF THE FOOT PATH,
 HU2833'2.4 M (7.9 FT) NORTH OF A WITNESS POST, 16.0 M (52.5 FT) WEST OF A 2
 HU2833'INCH DIAMETER CAPPED PIPE WHICH IS AT A POINT WHERE THE JETTY AND THE
 HU2833'GABION MEET, AND 12.3 M (40.4 FT) NORTH OF A PK NAIL IN THE TOP OF A
 HU2833'PILING ON THE SOUTH SIDE OF THE PATH AT THE EDGE OF THE BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4301 ***********************************************************************
 JU4301  DESIGNATION -  NJGPS 10
 JU4301  PID         -  JU4301
 JU4301  STATE/COUNTY-  NJ/CAPE MAY
 JU4301  USGS QUAD   -  STONE HARBOR (1972)
 JU4301
 JU4301                         *CURRENT SURVEY CONTROL
 JU4301  ___________________________________________________________________
 JU4301* NAD 83(1996)-  39 04 48.56763(N)    074 46 26.45654(W)     ADJUSTED  
 JU4301* NAVD 88     -         0.7    (meters)       2.     (feet)  GPS OBS   
 JU4301  ___________________________________________________________________
 JU4301  X           -   1,302,023.693 (meters)                     COMP
 JU4301  Y           -  -4,783,667.941 (meters)                     COMP
 JU4301  Z           -   3,999,207.005 (meters)                     COMP
 JU4301  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 JU4301  ELLIP HEIGHT-         -34.53  (meters)          (10/23/02) GPS OBS
 JU4301  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 JU4301
 JU4301  HORZ ORDER  -  FIRST
 JU4301  ELLP ORDER  -  FOURTH    CLASS I
 JU4301
 JU4301.The horizontal coordinates were established by GPS observations
 JU4301.and adjusted by the National Geodetic Survey in May 1999..
 JU4301
 JU4301.The orthometric height was determined by GPS observations and a
 JU4301.high-resolution geoid model.
 JU4301
 JU4301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4301
 JU4301.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4301
 JU4301.The ellipsoidal height was determined by GPS observations
 JU4301.and is referenced to NAD 83.
 JU4301
 JU4301.The geoid height was determined by GEOID03.
 JU4301
 JU4301;                    North         East     Units Scale Factor Converg.
 JU4301;SPC NJ       -    27,434.118   126,292.163   MT  0.99990692   -0 10 21.9
 JU4301;SPC NJ       -    90,006.77    414,343.54   sFT  0.99990692   -0 10 21.9
 JU4301;UTM  18      - 4,325,696.128   519,546.288   MT  0.99960470   +0 08 32.9
 JU4301
 JU4301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4301!SPC NJ       -   1.00000542  x   0.99990692  =   0.99991234
 JU4301!UTM  18      -   1.00000542  x   0.99960470  =   0.99961012
 JU4301
 JU4301                          SUPERSEDED SURVEY CONTROL
 JU4301
 JU4301  ELLIP H (05/14/99)  -34.55   (m)                       GP(       ) 4 1
 JU4301  NAD 83(1992)-  39 04 48.56709(N)    074 46 26.45614(W) AD(       ) 1
 JU4301  ELLIP H (03/31/93)  -34.66   (m)                       GP(       ) 3 2
 JU4301
 JU4301.Superseded values are not recommended for survey control.
 JU4301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4301.See file dsdata.txt to determine how the superseded data were derived.
 JU4301
 JU4301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1954625696(NAD 83)
 JU4301_MARKER: DD = SURVEY DISK
 JU4301_SETTING: 0 = UNSPECIFIED SETTING
 JU4301_STAMPING: NJGPS 10
 JU4301_MARK LOGO: USE   
 JU4301_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4301+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JU4301
 JU4301  HISTORY     - Date     Condition        Report By
 JU4301  HISTORY     - 1990     MONUMENTED       USE
 JU4301
 JU4301                          STATION DESCRIPTION
 JU4301
 JU4301'DESCRIBED BY US ENGINEERS 1990
 JU4301'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTHWEST OF STONE
 JU4301'HARBOR, AT THE SOUTHERN END OF GREAT SOUND, ON THE EAST SIDE OF GULL
 JU4301'ISLAND, IN THE VICINITY OF GULL ISLAND THOROFARE CHANNEL MARKER 24.
 JU4301'THE STATION IS MARKED BY AN ALUMINUM MONUMENT ON A BREAKAWAY BASE SET
 JU4301'IN A POURED CONCRETE POST, 4.0 FT (1.2 M) DEEP BY 2.0 FT (0.6 M) IN
 JU4301'DIAMETER AND IS 0.2 FT (0.1 M) ABOVE THE GROUND.  THE STATION IS 7.21
 JU4301'FT (2.20 M) EAST NORTHEAST FROM A PK NAIL IN THE TOP OF A 4 BY 4 INCH
 JU4301'WITNESS POST NO 1, 5.84 FT (1.78 M) WEST NORTHWEST OF A PK NAIL IN
 JU4301'THE TOP OF WITNESS POST NO 2, AND 5.63 FT (1.72 M) SOUTH OF A PK NAIL
 JU4301'IN THE TOP OF WITNESS POST NO 3.  A BOAT IS NEEDED TO REACH THE
 JU4301'STATION.  UPDATE 5JUN92 PER INFO JVS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4302 ***********************************************************************
 JU4302  DESIGNATION -  NJGPS 11
 JU4302  PID         -  JU4302
 JU4302  STATE/COUNTY-  NJ/CAPE MAY
 JU4302  USGS QUAD   -  AVALON (1994)
 JU4302
 JU4302                         *CURRENT SURVEY CONTROL
 JU4302  ___________________________________________________________________
 JU4302* NAD 83(1996)-  39 06 32.95081(N)    074 44 32.67149(W)     ADJUSTED  
 JU4302* NAVD 88     -        12.8    (meters)      42.     (feet)  GPS OBS   
 JU4302  ___________________________________________________________________
 JU4302  X           -   1,304,130.683 (meters)                     COMP
 JU4302  Y           -  -4,780,999.719 (meters)                     COMP
 JU4302  Z           -   4,001,712.931 (meters)                     COMP
 JU4302  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 JU4302  ELLIP HEIGHT-         -22.37  (meters)          (10/23/02) GPS OBS
 JU4302  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 JU4302
 JU4302  HORZ ORDER  -  FIRST
 JU4302  ELLP ORDER  -  FOURTH    CLASS I
 JU4302
 JU4302.The horizontal coordinates were established by GPS observations
 JU4302.and adjusted by the National Geodetic Survey in May 1999..
 JU4302
 JU4302.The orthometric height was determined by GPS observations and a
 JU4302.high-resolution geoid model.
 JU4302
 JU4302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4302
 JU4302.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4302
 JU4302.The ellipsoidal height was determined by GPS observations
 JU4302.and is referenced to NAD 83.
 JU4302
 JU4302.The geoid height was determined by GEOID03.
 JU4302
 JU4302;                    North         East     Units Scale Factor Converg.
 JU4302;SPC NJ       -    30,645.015   129,035.388   MT  0.99990541   -0 09 10.5
 JU4302;SPC NJ       -   100,541.19    423,343.60   sFT  0.99990541   -0 09 10.5
 JU4302;UTM  18      - 4,328,921.103   522,270.982   MT  0.99960611   +0 09 45.0
 JU4302
 JU4302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4302!SPC NJ       -   1.00000351  x   0.99990541  =   0.99990892
 JU4302!UTM  18      -   1.00000351  x   0.99960611  =   0.99960962
 JU4302
 JU4302                          SUPERSEDED SURVEY CONTROL
 JU4302
 JU4302  ELLIP H (05/14/99)  -22.39   (m)                       GP(       ) 4 1
 JU4302  NAD 83(1992)-  39 06 32.95035(N)    074 44 32.67107(W) AD(       ) 1
 JU4302  ELLIP H (03/31/93)  -22.51   (m)                       GP(       ) 3 2
 JU4302
 JU4302.Superseded values are not recommended for survey control.
 JU4302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4302.See file dsdata.txt to determine how the superseded data were derived.
 JU4302
 JU4302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2227128921(NAD 83)
 JU4302_MARKER: DD = SURVEY DISK
 JU4302_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4302_SP_SET: SIDEWALK ON BRIDGE
 JU4302_STAMPING: NJGPS 11
 JU4302_MARK LOGO: USE   
 JU4302_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4302+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JU4302
 JU4302  HISTORY     - Date     Condition        Report By
 JU4302  HISTORY     - 1990     MONUMENTED       USE
 JU4302
 JU4302                          STATION DESCRIPTION
 JU4302
 JU4302'DESCRIBED BY US ENGINEERS 1990
 JU4302'THE STATION IS LOCATED IN MIDDLE TOWNSHIP, SET FLUSH IN THE CONCRETE
 JU4302'SIDEWALK OF AN OUTCOVER OF THE AVALON BOULEVARD BRIDGE, COUNTY ROAD
 JU4302'601, OVER INGRAM THOROFARE, THE ATLANTIC INTRACOASTAL WATERWAY WEST
 JU4302'0F THE BOROUGH OF AVALON. TO REACH THE STATION FROM THE GARDEN STATE
 JU4302'PARKWAY, EXIT 13 GO 2.0 MI (3.2 KM) SOUTH ON ROUTE 601 TO THE TOP OF
 JU4302'THE BRIDGE AND THE STATION ON THE SOUTH SIDE OF THE BRIDGE.  THE
 JU4302'STATION IS 22.10 FT (6.74 M) NORTH OF A CROSS CUT SET IN THE
 JU4302'SIDEWALK, 14.04 FT (4.28 M) SOUTH OF A CROSS CUT SET IN THE SIDEWALK,
 JU4302'2.16 FT (0.66 M) OF A CROSS CUT SET IN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4303 ***********************************************************************
 JU4303  DESIGNATION -  NJGPS 12
 JU4303  PID         -  JU4303
 JU4303  STATE/COUNTY-  NJ/CAPE MAY
 JU4303  USGS QUAD   -  SEA ISLE CITY (1977)
 JU4303
 JU4303                         *CURRENT SURVEY CONTROL
 JU4303  ___________________________________________________________________
 JU4303* NAD 83(1996)-  39 09 34.39216(N)    074 41 58.09205(W)     ADJUSTED  
 JU4303* NAVD 88     -        12.550  (meters)      41.17   (feet)  ADJUSTED  
 JU4303  ___________________________________________________________________
 JU4303  X           -   1,306,781.410 (meters)                     COMP
 JU4303  Y           -  -4,776,614.723 (meters)                     COMP
 JU4303  Z           -   4,006,053.020 (meters)                     COMP
 JU4303  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 JU4303  ELLIP HEIGHT-         -22.42  (meters)          (10/23/02) GPS OBS
 JU4303  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 JU4303  DYNAMIC HT  -          12.543 (meters)      41.15  (feet)  COMP
 JU4303  MODELED GRAV-     980,076.2   (mgal)                       NAVD 88
 JU4303
 JU4303  HORZ ORDER  -  FIRST
 JU4303  VERT ORDER  -  FIRST     CLASS II
 JU4303  ELLP ORDER  -  FOURTH    CLASS I
 JU4303
 JU4303.The horizontal coordinates were established by GPS observations
 JU4303.and adjusted by the National Geodetic Survey in May 1999..
 JU4303
 JU4303.The orthometric height was determined by differential leveling
 JU4303.and adjusted by the National Geodetic Survey in March 2001..
 JU4303.No vertical observational check was made to the station.
 JU4303
 JU4303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4303
 JU4303.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4303
 JU4303.The ellipsoidal height was determined by GPS observations
 JU4303.and is referenced to NAD 83.
 JU4303
 JU4303.The geoid height was determined by GEOID03.
 JU4303
 JU4303.The dynamic height is computed by dividing the NAVD 88
 JU4303.geopotential number by the normal gravity value computed on the
 JU4303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4303.degrees latitude (g = 980.6199 gals.).
 JU4303
 JU4303.The modeled gravity was interpolated from observed gravity values.
 JU4303
 JU4303;                    North         East     Units Scale Factor Converg.
 JU4303;SPC NJ       -    36,230.781   132,761.222   MT  0.99990366   -0 07 33.5
 JU4303;SPC NJ       -   118,867.15    435,567.44   sFT  0.99990366   -0 07 33.5
 JU4303;UTM  18      - 4,334,525.637   525,964.896   MT  0.99960830   +0 11 23.2
 JU4303
 JU4303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4303!SPC NJ       -   1.00000352  x   0.99990366  =   0.99990718
 JU4303!UTM  18      -   1.00000352  x   0.99960830  =   0.99961182
 JU4303
 JU4303                          SUPERSEDED SURVEY CONTROL
 JU4303
 JU4303  ELLIP H (05/14/99)  -22.44   (m)                       GP(       ) 4 1
 JU4303  NAD 83(1992)-  39 09 34.39172(N)    074 41 58.09160(W) AD(       ) 1
 JU4303  ELLIP H (03/31/93)  -22.56   (m)                       GP(       ) 3 2
 JU4303
 JU4303.Superseded values are not recommended for survey control.
 JU4303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4303.See file dsdata.txt to determine how the superseded data were derived.
 JU4303
 JU4303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2596534526(NAD 83)
 JU4303_MARKER: DD = SURVEY DISK
 JU4303_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4303_SP_SET: BRIDGE SIDEWALK
 JU4303_STAMPING: NJGPS 12
 JU4303_MARK LOGO: USE   
 JU4303_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4303+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 JU4303
 JU4303  HISTORY     - Date     Condition        Report By
 JU4303  HISTORY     - 1990     MONUMENTED       USE
 JU4303  HISTORY     - 19980512 GOOD             NJGS
 JU4303  HISTORY     - 20060324 GOOD             GEOCAC
 JU4303
 JU4303                          STATION DESCRIPTION
 JU4303
 JU4303'DESCRIBED BY US ENGINEERS 1990
 JU4303'THE STATION IS LOCATED IN SEA ISLE CITY, SET FLUSH IN THE SIDEWALK OF
 JU4303'AN OUTCOVE ON THE SOUTH SIDE OF THE COUNTY ROAD 625, J. F. KENNEDY
 JU4303'BOULEVARD SPANNING LUDLAM THOROFARE LEADING INTO SEA ISLE CITY.  TO
 JU4303'REACH THE STATION FROM THE GARDEN STATE PARKWAY, EXIT 17, PROCEED 1.9
 JU4303'MI (3.1 KM) EAST ON ROAD 625 TO THE STATION ON THE RIGHT.  THE
 JU4303'STATION IS 17 FT (5.2 M) SOUTH OF THE CENTERLINE OF THE ROAD, 33.13
 JU4303'FT (10.10 M) NORTHWEST OF A CROS CUT IN THE SIDEWALK AT THE NORTHEAST
 JU4303'CORNER OF THE OUTCOVE, 3.16 FT (0.96 M) NORTH OF A CROSS CUT AT THE
 JU4303'BASE OF THE GUARD WALL, 2.18 FT (0.66 M) EAST OF A CROSS CUT IN THE
 JU4303'SIDEWALK AT THE NORTHWEST CORNER OF THE OUTCOVE.
 JU4303
 JU4303                          STATION RECOVERY (1998)
 JU4303
 JU4303'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU4303'RECOVERED AS DESCRIBED.
 JU4303
 JU4303                          STATION RECOVERY (2006)
 JU4303
 JU4303'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU4303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4304 ***********************************************************************
 JU4304  DESIGNATION -  NJGPS 13
 JU4304  PID         -  JU4304
 JU4304  STATE/COUNTY-  NJ/CAPE MAY
 JU4304  USGS QUAD   -  SEA ISLE CITY (1977)
 JU4304
 JU4304                         *CURRENT SURVEY CONTROL
 JU4304  ___________________________________________________________________
 JU4304* NAD 83(1996)-  39 12 08.46179(N)    074 39 20.43921(W)     ADJUSTED  
 JU4304* NAVD 88     -         7.8    (meters)      26.     (feet)  GPS OBS   
 JU4304  ___________________________________________________________________
 JU4304  X           -   1,309,636.642 (meters)                     COMP
 JU4304  Y           -  -4,772,716.355 (meters)                     COMP
 JU4304  Z           -   4,009,733.071 (meters)                     COMP
 JU4304  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 JU4304  ELLIP HEIGHT-         -27.04  (meters)          (10/23/02) GPS OBS
 JU4304  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 JU4304
 JU4304  HORZ ORDER  -  FIRST
 JU4304  ELLP ORDER  -  FOURTH    CLASS I
 JU4304
 JU4304.The horizontal coordinates were established by GPS observations
 JU4304.and adjusted by the National Geodetic Survey in May 1999..
 JU4304
 JU4304.The orthometric height was determined by GPS observations and a
 JU4304.high-resolution geoid model.
 JU4304
 JU4304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4304
 JU4304.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4304
 JU4304.The ellipsoidal height was determined by GPS observations
 JU4304.and is referenced to NAD 83.
 JU4304
 JU4304.The geoid height was determined by GEOID03.
 JU4304
 JU4304;                    North         East     Units Scale Factor Converg.
 JU4304;SPC NJ       -    40,974.193   136,554.050   MT  0.99990223   -0 05 54.2
 JU4304;SPC NJ       -   134,429.50    448,011.08   sFT  0.99990223   -0 05 54.2
 JU4304;UTM  18      - 4,339,288.491   529,730.410   MT  0.99961088   +0 13 03.5
 JU4304
 JU4304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4304!SPC NJ       -   1.00000424  x   0.99990223  =   0.99990647
 JU4304!UTM  18      -   1.00000424  x   0.99961088  =   0.99961512
 JU4304
 JU4304                          SUPERSEDED SURVEY CONTROL
 JU4304
 JU4304  ELLIP H (05/14/99)  -27.06   (m)                       GP(       ) 4 1
 JU4304  NAD 83(1992)-  39 12 08.46130(N)    074 39 20.43878(W) AD(       ) 1
 JU4304  ELLIP H (03/31/93)  -27.18   (m)                       GP(       ) 3 2
 JU4304
 JU4304.Superseded values are not recommended for survey control.
 JU4304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4304.See file dsdata.txt to determine how the superseded data were derived.
 JU4304
 JU4304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2973039288(NAD 83)
 JU4304_MARKER: DD = SURVEY DISK
 JU4304_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4304_SP_SET: CONCRETE DECK
 JU4304_STAMPING: NJGPS 13
 JU4304_MARK LOGO: USE   
 JU4304_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4304+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2006
 JU4304
 JU4304  HISTORY     - Date     Condition        Report By
 JU4304  HISTORY     - 1990     MONUMENTED       USE
 JU4304  HISTORY     - 20060224 GOOD             GEOCAC
 JU4304
 JU4304                          STATION DESCRIPTION
 JU4304
 JU4304'DESCRIBED BY US ENGINEERS 1990
 JU4304'THE STATION IS LOCATED AT THE NORTH END OF STRATHMERE BOROUGH, ON THE
 JU4304'SOUTH SIDE OF CORSON INLET, SET IN A DRILL HOLE IN THE OBSERVATION
 JU4304'PLATFORM ON THE NORTH SIDE OF THE OCEAN DRIVE, COUNTY ROAD 619,
 JU4304'BRIDGE OVER STRATHMERE BAY, JUST SOUTH OF THE TOLL BOOTH. TO REACH
 JU4304'THE STATION FROM THE JUNCTION OF SEA ISLE BOULEVARD, COUNTY ROAD 625
 JU4304'AND THE GARDEN STATE PARKWAY INTERCHANGE 17 IN DENNIS TOWNSHIP, GO
 JU4304'3.9 KM (2.4 MI) EAST ON ROUTE 625 TO LANDIS AVENUE, COUNTY ROAD 619
 JU4304'IN SEA ISLE CITY, TURN LEFT AND GO 6.1 KM (3.8 MI) NORTH ON ROUTE 619
 JU4304'TO THE BRIDGE AT STRATHMERE AND THE STATION ON THE LEFT, OPPOSITE THE
 JU4304'BRIDGE TENDERS HOUSE.  THE STATION IS 6.1 M (20.0 FT) NORTHEAST OF
 JU4304'THE CENTERLINE OF THE ROAD, 13.4 M (44.0 FT) SOUTHEAST OF THE
 JU4304'SOUTHEAST CORNER OF THE TOLL HOUSE, 3.7 M (12.1 FT) NORTHEAST OF THE
 JU4304'CURB, 2.81 M (9.22 FT) SOUTHEAST OF A CROSSCUT IN THE DECK AT THE
 JU4304'NORTHWEST CORNER OF THE PLATFORM PARAPET, 2.76 M (9.06 FT) NORTHEAST
 JU4304'OF A CROSSCUT IN THE DECK AT THE SOUTHWEST CORNER OF THE PLATFORM
 JU4304'PARAPET AND 0.69 M (2.26 FT) WEST OF A CROSSCUT ON THE DECK AT THE
 JU4304'EAST PARAPET OF THE PLATFORM.
 JU4304
 JU4304                          STATION RECOVERY (2006)
 JU4304
 JU4304'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU4304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4305 ***********************************************************************
 JU4305  DESIGNATION -  NJGPS 14
 JU4305  PID         -  JU4305
 JU4305  STATE/COUNTY-  NJ/CAPE MAY
 JU4305  USGS QUAD   -  SEA ISLE CITY (1977)
 JU4305
 JU4305                         *CURRENT SURVEY CONTROL
 JU4305  ___________________________________________________________________
 JU4305* NAD 83(1996)-  39 13 56.75142(N)    074 38 44.70939(W)     ADJUSTED  
 JU4305* NAVD 88     -         1.9    (meters)       6.     (feet)  GPS OBS   
 JU4305  ___________________________________________________________________
 JU4305  X           -   1,309,903.092 (meters)                     COMP
 JU4305  Y           -  -4,770,448.997 (meters)                     COMP
 JU4305  Z           -   4,012,316.688 (meters)                     COMP
 JU4305  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 JU4305  ELLIP HEIGHT-         -32.85  (meters)          (10/23/02) GPS OBS
 JU4305  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 JU4305
 JU4305  HORZ ORDER  -  FIRST
 JU4305  ELLP ORDER  -  FOURTH    CLASS I
 JU4305
 JU4305.The horizontal coordinates were established by GPS observations
 JU4305.and adjusted by the National Geodetic Survey in May 1999..
 JU4305
 JU4305.The orthometric height was determined by GPS observations and a
 JU4305.high-resolution geoid model.
 JU4305
 JU4305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4305
 JU4305.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4305
 JU4305.The ellipsoidal height was determined by GPS observations
 JU4305.and is referenced to NAD 83.
 JU4305
 JU4305.The geoid height was determined by GEOID03.
 JU4305
 JU4305;                    North         East     Units Scale Factor Converg.
 JU4305;SPC NJ       -    44,311.957   137,416.644   MT  0.99990195   -0 05 31.9
 JU4305;SPC NJ       -   145,380.15    450,841.11   sFT  0.99990195   -0 05 31.9
 JU4305;UTM  18      - 4,342,629.991   530,574.329   MT  0.99961151   +0 13 26.6
 JU4305
 JU4305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4305!SPC NJ       -   1.00000515  x   0.99990195  =   0.99990710
 JU4305!UTM  18      -   1.00000515  x   0.99961151  =   0.99961666
 JU4305
 JU4305                          SUPERSEDED SURVEY CONTROL
 JU4305
 JU4305  ELLIP H (05/14/99)  -32.88   (m)                       GP(       ) 4 1
 JU4305  NAD 83(1992)-  39 13 56.75080(N)    074 38 44.70896(W) AD(       ) 1
 JU4305  ELLIP H (03/31/93)  -32.98   (m)                       GP(       ) 3 2
 JU4305
 JU4305.Superseded values are not recommended for survey control.
 JU4305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4305.See file dsdata.txt to determine how the superseded data were derived.
 JU4305
 JU4305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3057442630(NAD 83)
 JU4305_MARKER: DD = SURVEY DISK
 JU4305_SETTING: 0 = UNSPECIFIED SETTING
 JU4305_STAMPING: NJGPS 14 90
 JU4305_MARK LOGO: USE   
 JU4305_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4305+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JU4305
 JU4305  HISTORY     - Date     Condition        Report By
 JU4305  HISTORY     - 1990     MONUMENTED       USE
 JU4305
 JU4305                          STATION DESCRIPTION
 JU4305
 JU4305'DESCRIBED BY US ENGINEERS 1990
 JU4305'THE STATION IS LOCATED IN OCEAN CITY, ON THE EAST SIDE OF CROOK HORN
 JU4305'CREEK AND ON THE NORTH SIDE OF THE 51ST STREET ACCESS ROAD TO THE
 JU4305'RAILROAD SWING BRIDGE OVER CROOK HORN CREEK.  TO REACH THE STATION
 JU4305'FROM THE JUNCTION OF THE GARDEN STATE PARKWAY EXIT 14 AND COUNTY ROAD
 JU4305'623, ROOSEVELT BOULEVARD, IN MARMORA, GO 1.9 MI (3.1 KM) EAST ON
 JU4305'ROUTE 623 TO WEST AVENUE, OCEAN DRIVE IN OCEAN CITY, TURN RIGHT AND
 JU4305'GO 1.8 MI (2.9 KM) SOUTHWEST ON OCEAN DRIVE TO 51ST STREET, TURN
 JU4305'RIGHT AND GO 0.1 MI (0.2 KM) WEST ON 51ST STREET TO THE END OF PAVING
 JU4305'THEN FOLLOW THE STONE ACCESS ROAD 0.7 MI (1.1 KM) TO THE END AT THE
 JU4305'SWING BRIDGE AND THE STATION ON THE NORTH SIDE OF THE RAILROAD.  THE
 JU4305'STATION IS MARKED BY AN ALUMINUM DISK IN A BREAKAWAY BASE SET IN A
 JU4305'CONCRETE MONUMENT FORMED TO A TRIANGLE AT THE TOP.  THE STATION IS
 JU4305'57.7 FT (17.6 M) EAST OF THE WEST END OF THE CONCRETE BRIDGE
 JU4305'ABUTMENT, 15.0 FT (4.6 M) NORTH OF THE ACCESS ROAD CENTERLINE, 17.0
 JU4305'FT (5.2 M) SOUTHWEST OF THE REMNANTS OF THE RAILROAD BRIDGE TENDERS
 JU4305'HOUSE, 6.91 FT (2.11 M) NORTHEAST OF THE WESTERLY CROSSCUT ON THE
 JU4305'NORTH RAIL, 5.29 FT (1.61 M) NORTHWEST OF A CROSSCUT ON THE NORTH
 JU4305'RAIL, 4.38 FT (1.34 M) NORTHEAST OF THE CENTER CROSS CUT ON THE NORTH
 JU4305'RAIL, 42.6 FT (13.0 M) NORTHWEST OF THE TRACK FROG, 34.1 FT (10.4 M)
 JU4305'SOUTH OF THE SOUTHERLY OF TWO POLES HOLDING A PLATFORM, AND 0.2 FT
 JU4305'(0.1 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4306 ***********************************************************************
 JU4306  DESIGNATION -  NJGPS 15
 JU4306  PID         -  JU4306
 JU4306  STATE/COUNTY-  NJ/ATLANTIC
 JU4306  USGS QUAD   -  OCEAN CITY (1994)
 JU4306
 JU4306                         *CURRENT SURVEY CONTROL
 JU4306  ___________________________________________________________________
 JU4306* NAD 83(1996)-  39 18 48.12658(N)    074 33 33.63766(W)     ADJUSTED  
 JU4306* NAVD 88     -        19.878  (meters)      65.22   (feet)  ADJUSTED  
 JU4306  ___________________________________________________________________
 JU4306  X           -   1,315,585.376 (meters)                     COMP
 JU4306  Y           -  -4,762,998.955 (meters)                     COMP
 JU4306  Z           -   4,019,284.465 (meters)                     COMP
 JU4306  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 JU4306  ELLIP HEIGHT-         -14.55  (meters)          (10/23/02) GPS OBS
 JU4306  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 JU4306  DYNAMIC HT  -          19.868 (meters)      65.18  (feet)  COMP
 JU4306  MODELED GRAV-     980,103.6   (mgal)                       NAVD 88
 JU4306
 JU4306  HORZ ORDER  -  FIRST
 JU4306  VERT ORDER  -  FIRST     CLASS II
 JU4306  ELLP ORDER  -  FOURTH    CLASS I
 JU4306
 JU4306.The horizontal coordinates were established by GPS observations
 JU4306.and adjusted by the National Geodetic Survey in May 1999..
 JU4306
 JU4306.The orthometric height was determined by differential leveling
 JU4306.and adjusted by the National Geodetic Survey in March 2005..
 JU4306
 JU4306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4306
 JU4306.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4306
 JU4306.The ellipsoidal height was determined by GPS observations
 JU4306.and is referenced to NAD 83.
 JU4306
 JU4306.The geoid height was determined by GEOID03.
 JU4306
 JU4306.The dynamic height is computed by dividing the NAVD 88
 JU4306.geopotential number by the normal gravity value computed on the
 JU4306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4306.degrees latitude (g = 980.6199 gals.).
 JU4306
 JU4306.The modeled gravity was interpolated from observed gravity values.
 JU4306
 JU4306;                    North         East     Units Scale Factor Converg.
 JU4306;SPC NJ       -    53,288.357   144,882.525   MT  0.99990032   -0 02 15.4
 JU4306;SPC NJ       -   174,830.22    475,335.42   sFT  0.99990032   -0 02 15.4
 JU4306;UTM  18      - 4,351,644.912   537,988.384   MT  0.99961777   +0 16 45.1
 JU4306
 JU4306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4306!SPC NJ       -   1.00000228  x   0.99990032  =   0.99990260
 JU4306!UTM  18      -   1.00000228  x   0.99961777  =   0.99962005
 JU4306
 JU4306                          SUPERSEDED SURVEY CONTROL
 JU4306
 JU4306  ELLIP H (05/14/99)  -14.60   (m)                       GP(       ) 4 1
 JU4306  NAD 83(1992)-  39 18 48.12591(N)    074 33 33.63703(W) AD(       ) 1
 JU4306  ELLIP H (03/31/93)  -14.68   (m)                       GP(       ) 3 2
 JU4306
 JU4306.Superseded values are not recommended for survey control.
 JU4306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4306.See file dsdata.txt to determine how the superseded data were derived.
 JU4306
 JU4306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3798851645(NAD 83)
 JU4306_MARKER: DD = SURVEY DISK
 JU4306_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4306_SP_SET: BRIDGE SIDEWALK
 JU4306_STAMPING: NJGPS 15
 JU4306_MARK LOGO: USE   
 JU4306_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4306+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 JU4306
 JU4306  HISTORY     - Date     Condition        Report By
 JU4306  HISTORY     - 1990     MONUMENTED       USE
 JU4306  HISTORY     - 20000808 GOOD             NJGS
 JU4306
 JU4306                          STATION DESCRIPTION
 JU4306
 JU4306'DESCRIBED BY US ENGINEERS 1990
 JU4306'THE STATION IS LOCATED 2.1 KM (1.3 MI) NORTHWEST OF GREAT EGG HARBOR
 JU4306'INLET, NORTH OF OCEAN CITY.  THE STATION IS SET AT THE HIGHEST POINT
 JU4306'ON THE SOUTH SIDE OF THE LONGPORT BOULEVARD, STATE ROUTE 152, HIGH
 JU4306'LEVEL FIXED BRIDGE OVER BROAD THOROFARE, IN EGG HARBOR TOWNSHIP.  TO
 JU4306'REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 585, CLEVELAND
 JU4306'AVENUE AND COUNTY ROAD 152, MARYLAND AVENUE IN SOMERS POINT, GO 3.1
 JU4306'KM (1.9 MI) SOUTHEAST THEN EAST ON MARYLAND AVENUE, LONGPORT
 JU4306'BOULEVARD TO THE CENTER SPAN OF THE BRIDGE OVER BROAD THOROFARE AND
 JU4306'THE STATION ON THE RIGHT.  THE STATION IS 7.6 M (24.9 FT) SOUTH OF
 JU4306'THE ROUTE 152 CENTERLINE, 74.7 M (245.1 FT) EAST OF THE WEST
 JU4306'EXPANSION JOINT, 68.6 M (225.1 FT) WEST OF THE EAST EXPANSION JOINT,
 JU4306'2.03 M (6.66 FT) NORTHEAST OF A CROSS CUT ON THE SOUTH PARAPET, 3.0
 JU4306'FT (0.9 M) SOUTH OF A CROSSCUT IN THE CURB, 1.22 M (4.00 FT)
 JU4306'NORTHWEST OF A CROSS CUT ON THE SOUTH PARAPET AND FLUSH IN THE
 JU4306'SIDEWALK.
 JU4306
 JU4306                          STATION RECOVERY (2000)
 JU4306
 JU4306'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU4306'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4307 ***********************************************************************
 JU4307  DESIGNATION -  NJGPS 16
 JU4307  PID         -  JU4307
 JU4307  STATE/COUNTY-  NJ/ATLANTIC
 JU4307  USGS QUAD   -  OCEAN CITY (1994)
 JU4307
 JU4307                         *CURRENT SURVEY CONTROL
 JU4307  ___________________________________________________________________
 JU4307* NAD 83(1996)-  39 18 55.72369(N)    074 31 44.55263(W)     ADJUSTED  
 JU4307* NAVD 88     -        10.101  (meters)      33.14   (feet)  ADJUSTED  
 JU4307  ___________________________________________________________________
 JU4307  X           -   1,318,062.522 (meters)                     COMP
 JU4307  Y           -  -4,762,152.139 (meters)                     COMP
 JU4307  Z           -   4,019,459.502 (meters)                     COMP
 JU4307  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 JU4307  ELLIP HEIGHT-         -24.38  (meters)          (10/23/02) GPS OBS
 JU4307  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 JU4307  DYNAMIC HT  -          10.096 (meters)      33.12  (feet)  COMP
 JU4307  MODELED GRAV-     980,103.2   (mgal)                       NAVD 88
 JU4307
 JU4307  HORZ ORDER  -  FIRST
 JU4307  VERT ORDER  -  FIRST     CLASS II
 JU4307  ELLP ORDER  -  FOURTH    CLASS I
 JU4307
 JU4307.The horizontal coordinates were established by GPS observations
 JU4307.and adjusted by the National Geodetic Survey in May 1999..
 JU4307
 JU4307.The orthometric height was determined by differential leveling
 JU4307.and adjusted by the National Geodetic Survey in March 2005..
 JU4307
 JU4307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4307
 JU4307.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4307
 JU4307.The ellipsoidal height was determined by GPS observations
 JU4307.and is referenced to NAD 83.
 JU4307
 JU4307.The geoid height was determined by GEOID03.
 JU4307
 JU4307.The dynamic height is computed by dividing the NAVD 88
 JU4307.geopotential number by the normal gravity value computed on the
 JU4307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4307.degrees latitude (g = 980.6199 gals.).
 JU4307
 JU4307.The modeled gravity was interpolated from observed gravity values.
 JU4307
 JU4307;                    North         East     Units Scale Factor Converg.
 JU4307;SPC NJ       -    53,521.346   147,495.622   MT  0.99990008   -0 01 06.2
 JU4307;SPC NJ       -   175,594.62    483,908.55   sFT  0.99990008   -0 01 06.2
 JU4307;UTM  18      - 4,351,892.276   540,599.419   MT  0.99962029   +0 17 54.2
 JU4307
 JU4307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4307!SPC NJ       -   1.00000383  x   0.99990008  =   0.99990390
 JU4307!UTM  18      -   1.00000383  x   0.99962029  =   0.99962411
 JU4307
 JU4307                          SUPERSEDED SURVEY CONTROL
 JU4307
 JU4307  ELLIP H (05/14/99)  -24.42   (m)                       GP(       ) 4 1
 JU4307  NAD 83(1992)-  39 18 55.72300(N)    074 31 44.55201(W) AD(       ) 1
 JU4307  ELLIP H (03/31/93)  -24.50   (m)                       GP(       ) 3 2
 JU4307
 JU4307.Superseded values are not recommended for survey control.
 JU4307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4307.See file dsdata.txt to determine how the superseded data were derived.
 JU4307
 JU4307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4059951892(NAD 83)
 JU4307_MARKER: DD = SURVEY DISK
 JU4307_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4307_SP_SET: BRIDGE SIDEWALK
 JU4307_STAMPING: NJGPS 16
 JU4307_MARK LOGO: USE   
 JU4307_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4307+STABILITY: SURFACE MOTION
 JU4307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4307+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 JU4307
 JU4307  HISTORY     - Date     Condition        Report By
 JU4307  HISTORY     - 1990     MONUMENTED       USE
 JU4307  HISTORY     - 20000808 GOOD             NJGS
 JU4307
 JU4307                          STATION DESCRIPTION
 JU4307
 JU4307'DESCRIBED BY US ENGINEERS 1990
 JU4307'THE STATION IS LOCATED IN LONGPORT BOROUGH, SET IN A DRILL HOLE IN THE
 JU4307'SIDEWALK ON THE SOUTHWEST SIDE, TOP CENTER OF THE LONGPORT BRIDGE,
 JU4307'STATE ROUTE 152, LONGPORT BOULEVARD, SPANNING THE INTRACOASTAL
 JU4307'WATERWAY.  TO REACH THE STATION FROM THE JUNCTION OF SHORE ROAD,
 JU4307'COUNTY ROAD 585, AND MARYLAND AVENUE, ALSO KNOWN AS LONGPORT
 JU4307'BOULEVARD, GO 3.5 MI (5.6 KM) EAST TO THE TOP OF THE BRIDGE.  THE
 JU4307'STATION IS 162.5 FT (49.5 M) NORTHWEST OF THE SOUTHWEST CORNER OF
 JU4307'BRIDGE STREET LIGHT NUMBER 7 ON THE NORTHEAST SIDE OF THE BRIDGE,
 JU4307'49.39 FT (15.05 M) SOUTHEAST OF THE SOUTHWEST CORNER OF BRIDGE STREET
 JU4307'LIGHT NUMBER 8. ALL LIGHTS ARE LOCATED ABOUT 3 FT (0.9 M) ABOVE THE
 JU4307'GROUND, ON THE BRIDGE RAIL.
 JU4307
 JU4307                          STATION RECOVERY (2000)
 JU4307
 JU4307'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (JVS)
 JU4307'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4308 ***********************************************************************
 JU4308  DESIGNATION -  NJGPS 17
 JU4308  PID         -  JU4308
 JU4308  STATE/COUNTY-  NJ/ATLANTIC
 JU4308  USGS QUAD   -  OCEAN CITY (1994)
 JU4308
 JU4308                         *CURRENT SURVEY CONTROL
 JU4308  ___________________________________________________________________
 JU4308* NAD 83(1996)-  39 20 15.65941(N)    074 30 54.77159(W)     ADJUSTED  
 JU4308* NAVD 88     -         2.906  (meters)       9.53   (feet)  ADJUSTED  
 JU4308  ___________________________________________________________________
 JU4308  X           -   1,318,793.249 (meters)                     COMP
 JU4308  Y           -  -4,760,323.062 (meters)                     COMP
 JU4308  Z           -   4,021,361.934 (meters)                     COMP
 JU4308  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 JU4308  ELLIP HEIGHT-         -31.45  (meters)          (10/23/02) GPS OBS
 JU4308  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 JU4308  DYNAMIC HT  -           2.905 (meters)       9.53  (feet)  COMP
 JU4308  MODELED GRAV-     980,106.2   (mgal)                       NAVD 88
 JU4308
 JU4308  HORZ ORDER  -  FIRST
 JU4308  VERT ORDER  -  SECOND    CLASS I
 JU4308  ELLP ORDER  -  FOURTH    CLASS I
 JU4308
 JU4308.The horizontal coordinates were established by GPS observations
 JU4308.and adjusted by the National Geodetic Survey in May 1999..
 JU4308
 JU4308.The orthometric height was determined by differential leveling
 JU4308.and adjusted by the National Geodetic Survey in March 2001..
 JU4308.No vertical observational check was made to the station.
 JU4308
 JU4308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4308
 JU4308.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4308
 JU4308.The ellipsoidal height was determined by GPS observations
 JU4308.and is referenced to NAD 83.
 JU4308
 JU4308.The geoid height was determined by GEOID03.
 JU4308
 JU4308.The dynamic height is computed by dividing the NAVD 88
 JU4308.geopotential number by the normal gravity value computed on the
 JU4308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4308.degrees latitude (g = 980.6199 gals.).
 JU4308
 JU4308.The modeled gravity was interpolated from observed gravity values.
 JU4308
 JU4308;                    North         East     Units Scale Factor Converg.
 JU4308;SPC NJ       -    55,985.975   148,688.456   MT  0.99990002   -0 00 34.7
 JU4308;SPC NJ       -   183,680.65    487,822.04   sFT  0.99990002   -0 00 34.7
 JU4308;UTM  18      - 4,354,362.774   541,778.275   MT  0.99962149   +0 18 26.3
 JU4308
 JU4308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4308!SPC NJ       -   1.00000493  x   0.99990002  =   0.99990495
 JU4308!UTM  18      -   1.00000493  x   0.99962149  =   0.99962642
 JU4308
 JU4308                          SUPERSEDED SURVEY CONTROL
 JU4308
 JU4308  ELLIP H (05/14/99)  -31.50   (m)                       GP(       ) 4 1
 JU4308  NAD 83(1992)-  39 20 15.65865(N)    074 30 54.77093(W) AD(       ) 1
 JU4308  ELLIP H (03/31/93)  -31.57   (m)                       GP(       ) 3 2
 JU4308
 JU4308.Superseded values are not recommended for survey control.
 JU4308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4308.See file dsdata.txt to determine how the superseded data were derived.
 JU4308
 JU4308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4177854363(NAD 83)
 JU4308_MARKER: DD = SURVEY DISK
 JU4308_SETTING: 0 = UNSPECIFIED SETTING
 JU4308_STAMPING: NJGPS 17
 JU4308_MARK LOGO: USE   
 JU4308_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4308+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2002
 JU4308
 JU4308  HISTORY     - Date     Condition        Report By
 JU4308  HISTORY     - 1990     MONUMENTED       USE
 JU4308  HISTORY     - 19980223 GOOD             NJGS
 JU4308  HISTORY     - 20020505 GOOD             NJDEP
 JU4308
 JU4308                          STATION DESCRIPTION
 JU4308
 JU4308'DESCRIBED BY US ENGINEERS 1990
 JU4308'THE STATION IS LOCATED IN EGG HARBOR TOWNSHIP, ON THE NORTH SIDE OF
 JU4308'THE COUNTY ROAD 563, JEROME AVENUE BRIDGE LEADING INTO MARGATE.  TO
 JU4308'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 9 AND COUNTY ROAD
 JU4308'563, GO 3.5 MI (5.6 KM) EAST ON ROAD 563 TO THE STATION ON THE LEFT.
 JU4308'THE STATION IS  AN ALUMINUM DISK ON A BREAKAWAY BASE SET IN A POURED
 JU4308'CONCRETE POST FOUR FEET DEEP BY TWO FEET IN DIAMETER FORMED TO A
 JU4308'TRIANGLE AT THE TOP, 71.28 FT (21.73 M) NORTHEAST OF POLE NUMBER AC
 JU4308'31896, 48.18 FT (14.69 M) NORTH NORTHEAST OF A CROSS CUT IN THE
 JU4308'FOURTH GUARD RAIL POST, 9.19 FT (2.80 M) WEST NORTHWEST OF THE FIFTH
 JU4308'GUARD RAIL POST
 JU4308
 JU4308                          STATION RECOVERY (1998)
 JU4308
 JU4308'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU4308'RECOVERED AS DESCRIBED.
 JU4308
 JU4308                          STATION RECOVERY (2002)
 JU4308
 JU4308'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2002 (BMC)
 JU4308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4309 ***********************************************************************
 JU4309  DESIGNATION -  NJGPS 18
 JU4309  PID         -  JU4309
 JU4309  STATE/COUNTY-  NJ/ATLANTIC
 JU4309  USGS QUAD   -  ATLANTIC CITY (1994)
 JU4309
 JU4309                         *CURRENT SURVEY CONTROL
 JU4309  ___________________________________________________________________
 JU4309* NAD 83(1996)-  39 22 02.37518(N)    074 28 26.88812(W)     ADJUSTED  
 JU4309* NAVD 88     -         8.7    (meters)      29.     (feet)  GPS OBS   
 JU4309  ___________________________________________________________________
 JU4309  X           -   1,321,648.480 (meters)                     COMP
 JU4309  Y           -  -4,757,369.961 (meters)                     COMP
 JU4309  Z           -   4,023,910.438 (meters)                     COMP
 JU4309  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 JU4309  ELLIP HEIGHT-         -25.66  (meters)          (10/23/02) GPS OBS
 JU4309  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JU4309
 JU4309  HORZ ORDER  -  FIRST
 JU4309  ELLP ORDER  -  FOURTH    CLASS I
 JU4309
 JU4309.The horizontal coordinates were established by GPS observations
 JU4309.and adjusted by the National Geodetic Survey in May 1999..
 JU4309
 JU4309.The orthometric height was determined by GPS observations and a
 JU4309.high-resolution geoid model.
 JU4309
 JU4309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4309
 JU4309.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4309
 JU4309.The ellipsoidal height was determined by GPS observations
 JU4309.and is referenced to NAD 83.
 JU4309
 JU4309.The geoid height was determined by GEOID03.
 JU4309
 JU4309;                    North         East     Units Scale Factor Converg.
 JU4309;SPC NJ       -    59,276.916   152,228.687   MT  0.99990006   +0 00 59.1
 JU4309;SPC NJ       -   194,477.68    499,436.95   sFT  0.99990006   +0 00 59.1
 JU4309;UTM  18      - 4,357,672.339   545,299.267   MT  0.99962526   +0 20 00.8
 JU4309
 JU4309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4309!SPC NJ       -   1.00000403  x   0.99990006  =   0.99990409
 JU4309!UTM  18      -   1.00000403  x   0.99962526  =   0.99962928
 JU4309
 JU4309                          SUPERSEDED SURVEY CONTROL
 JU4309
 JU4309  ELLIP H (05/14/99)  -25.68   (m)                       GP(       ) 4 1
 JU4309  NAD 83(1986)-  39 22 02.37404(N)    074 28 26.88726(W) AD(       ) 1
 JU4309  ELLIP H (03/31/93)  -25.76   (m)                       GP(       ) 3 2
 JU4309
 JU4309.Superseded values are not recommended for survey control.
 JU4309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4309.See file dsdata.txt to determine how the superseded data were derived.
 JU4309
 JU4309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4529957672(NAD 83)
 JU4309_MARKER: DD = SURVEY DISK
 JU4309_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4309_SP_SET: CONCRETE MEDIAN DIVIDER
 JU4309_STAMPING: NJGPS 18
 JU4309_MARK LOGO: USE   
 JU4309_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4309+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JU4309
 JU4309  HISTORY     - Date     Condition        Report By
 JU4309  HISTORY     - 1990     MONUMENTED       USE
 JU4309
 JU4309                          STATION DESCRIPTION
 JU4309
 JU4309'DESCRIBED BY US ENGINEERS 1990
 JU4309'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE NORTH SIDE OF GREAT
 JU4309'ISLAND, NORTHWEST OF THE AIRPORT AT BADER FIELD, ON THE SOUTHWEST
 JU4309'SIDE OF STATE ROUTES 40 AND 322, NEAR THE SOUTHWEST END OF A CONCRETE
 JU4309'DIVIDER STRIP ON THE U TURN OVERPASS OVER STATES ROUTE 40 AND 322. TO
 JU4309'REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 40 AND 322 AND
 JU4309'U.S. HIGHWAY 9 IN PLEASANTVILLE, GO 6.0 KM (3.7 MI) SOUTHEAST ON
 JU4309'ROUTES 40 AND 322 TO THE DORSET AVENUE CONNECTION OVERPASS NEXT TO
 JU4309'THE FUTURE ATLANTIC CITY HIGH SCHOOL, TAKE THE U TURN RAMP TO WHERE
 JU4309'FUTURE DORSET AVENUE MEETS THE RAMP AND THE STATION IS ON THE LEFT.
 JU4309'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET FLUSH IN THE
 JU4309'CONCRETE DIVIDER CURB OF DORSET AVENUE, 11.0 M (36.1 FT) SOUTHWEST OF
 JU4309'THE EAST END OF THE GUIDE RAIL BLOCKING THE ROUTE 40 WESTBOUND TO
 JU4309'EASTBOUND U TURN RAMP FROM DORSET AVENUE, 9.1 M (29.9 FT) NORTHEAST
 JU4309'OF THE SOUTHWEST END OF THE DORSET AVENUE DIVIDER CURB, 7.73 M
 JU4309'(25.36 FT) NORTHWEST OF A CROSSCUT ON THE SOUTHEAST CURB OF DORSET
 JU4309'AVENUE, 3.71 M (12.17 FT) SOUTHWEST OF A CROSSCUT ON THE DIVIDER CURB
 JU4309'AND 2.28 M (7.48 FT) NORTHEAST OF A CROSSCUT ON THE DIVIDER CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4310 ***********************************************************************
 JU4310  DESIGNATION -  NJGPS 19
 JU4310  PID         -  JU4310
 JU4310  STATE/COUNTY-  NJ/ATLANTIC
 JU4310  USGS QUAD   -  OCEANVILLE (1989)
 JU4310
 JU4310                         *CURRENT SURVEY CONTROL
 JU4310  ___________________________________________________________________
 JU4310* NAD 83(1996)-  39 22 38.40597(N)    074 27 06.17768(W)     ADJUSTED  
 JU4310* NAVD 88     -         9.3    (meters)      31.     (feet)  GPS OBS   
 JU4310  ___________________________________________________________________
 JU4310  X           -   1,323,321.119 (meters)                     COMP
 JU4310  Y           -  -4,756,173.887 (meters)                     COMP
 JU4310  Z           -   4,024,769.869 (meters)                     COMP
 JU4310  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 JU4310  ELLIP HEIGHT-         -24.95  (meters)          (10/23/02) GPS OBS
 JU4310  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 JU4310
 JU4310  HORZ ORDER  -  FIRST
 JU4310  ELLP ORDER  -  FOURTH    CLASS I
 JU4310
 JU4310.The horizontal coordinates were established by GPS observations
 JU4310.and adjusted by the National Geodetic Survey in May 1999..
 JU4310
 JU4310.The orthometric height was determined by GPS observations and a
 JU4310.high-resolution geoid model.
 JU4310
 JU4310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4310
 JU4310.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4310
 JU4310.The ellipsoidal height was determined by GPS observations
 JU4310.and is referenced to NAD 83.
 JU4310
 JU4310.The geoid height was determined by GEOID03.
 JU4310
 JU4310;                    North         East     Units Scale Factor Converg.
 JU4310;SPC NJ       -    60,388.773   154,159.945   MT  0.99990021   +0 01 50.3
 JU4310;SPC NJ       -   198,125.50    505,773.09   sFT  0.99990021   +0 01 50.3
 JU4310;UTM  18      - 4,358,794.563   547,223.812   MT  0.99962746   +0 20 52.3
 JU4310
 JU4310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4310!SPC NJ       -   1.00000391  x   0.99990021  =   0.99990412
 JU4310!UTM  18      -   1.00000391  x   0.99962746  =   0.99963137
 JU4310
 JU4310                          SUPERSEDED SURVEY CONTROL
 JU4310
 JU4310  ELLIP H (05/14/99)  -24.97   (m)                       GP(       ) 4 1
 JU4310  NAD 83(1986)-  39 22 38.40470(N)    074 27 06.17671(W) AD(       ) 1
 JU4310  ELLIP H (03/31/93)  -25.05   (m)                       GP(       ) 3 2
 JU4310
 JU4310.Superseded values are not recommended for survey control.
 JU4310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4310.See file dsdata.txt to determine how the superseded data were derived.
 JU4310
 JU4310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4722458795(NAD 83)
 JU4310_MARKER: DD = SURVEY DISK
 JU4310_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4310_SP_SET: CONCRETE SIDEWALK
 JU4310_STAMPING: NJGPS 19
 JU4310_MARK LOGO: USE   
 JU4310_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4310+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 JU4310
 JU4310  HISTORY     - Date     Condition        Report By
 JU4310  HISTORY     - 1990     MONUMENTED       USE
 JU4310  HISTORY     - 20041215 GOOD             INDIV
 JU4310
 JU4310                          STATION DESCRIPTION
 JU4310
 JU4310'DESCRIBED BY US ENGINEERS 1990
 JU4310'THE STATION IS LOCATED IN ATLANTIC CITY, IN THE CONCRETE SIDEWALK ON
 JU4310'THE NORTHEAST SIDE OF THE U.S. HIGHWAY 30 BASCULE BRIDGE OVER BEACH
 JU4310'THOROFARE, NEAR THE EAST END OF THE BRIDGE.  TO REACH THE STATION
 JU4310'FROM THE JUNCTION OF THE GARDEN STATE PARKWAY, EXIT 40 AND U.S.
 JU4310'HIGHWAY 30, GO 7.3 MI (11.7 KM) EASTBOUND ON ROUTE 30 TO THE BASCULE
 JU4310'BRIDGE AT BEACH THOROFARE AND THE STATION ON THE LEFT. CAUTION--
 JU4310'TRAFFIC IS HEAVY AT MOST TIMES ON THE BRIDGE AND WESTBOUND TRAFFIC
 JU4310'GOES FROM THREE LANES ON ABSECON BOULEVARD TO TWO LANES AND A
 JU4310'SHOULDER LANE ON THE BRIDGE.  THE STATION IS MARKED BY A BRONZE DISK
 JU4310'SET FLUSH IN THE BRIDGE SIDEWALK, 25.0 FT (7.6 M) NORTHWEST OF THE
 JU4310'SOUTHEAST END OF THE SIDEWALK, 35.0 FT (10.7 M) NORTHEAST OF THE
 JU4310'ROUTE 30 CENTERLINE, 50.0 FT (15.2 M) SOUTHEAST OF A TRAFFIC GATE ON
 JU4310'THE BRIDGE, 5.0 FT (1.5 M) NORTH OF A TRAFFIC GATE, 14.63 FT
 JU4310'(4.46 M) WEST OF A CROSSCUT IN THE SIDEWALK NEXT TO THE SOUTHEAST END
 JU4310'OF THE BALUSTRADE, 8.15 FT (2.48 M) SOUTH OF A CROSSCUT IN THE
 JU4310'SIDEWALK AT THE FOURTH BALUSTER OF THE BALUSTRADE AND 5.99 FT
 JU4310'(1.83 M) NORTH OF A CROSSCUT IN THE CURB AT THE TRAFFIC GATE.
 JU4310
 JU4310                          STATION RECOVERY (2004)
 JU4310
 JU4310'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 JU4310'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU2834 ***********************************************************************
 HU2834  DESIGNATION -  NJGPS 2
 HU2834  PID         -  HU2834
 HU2834  STATE/COUNTY-  NJ/CAPE MAY
 HU2834  USGS QUAD   -  CAPE MAY (1972)
 HU2834
 HU2834                         *CURRENT SURVEY CONTROL
 HU2834  ___________________________________________________________________
 HU2834* NAD 83(1996)-  38 58 03.79409(N)    074 57 44.57056(W)     ADJUSTED  
 HU2834* NAVD 88     -         3.9    (meters)      13.     (feet)  GPS OBS   
 HU2834  ___________________________________________________________________
 HU2834  X           -   1,288,329.691 (meters)                     COMP
 HU2834  Y           -  -4,795,515.080 (meters)                     COMP
 HU2834  Z           -   3,989,511.640 (meters)                     COMP
 HU2834  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 HU2834  ELLIP HEIGHT-         -31.55  (meters)          (10/23/02) GPS OBS
 HU2834  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 HU2834
 HU2834  HORZ ORDER  -  FIRST
 HU2834  ELLP ORDER  -  FOURTH    CLASS I
 HU2834
 HU2834.The horizontal coordinates were established by GPS observations
 HU2834.and adjusted by the National Geodetic Survey in May 1999..
 HU2834
 HU2834.The orthometric height was determined by GPS observations and a
 HU2834.high-resolution geoid model.
 HU2834
 HU2834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2834
 HU2834.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2834
 HU2834.The ellipsoidal height was determined by GPS observations
 HU2834.and is referenced to NAD 83.
 HU2834
 HU2834.The geoid height was determined by GEOID03.
 HU2834
 HU2834;                    North         East     Units Scale Factor Converg.
 HU2834;SPC NJ       -    15,018.996   109,931.344   MT  0.99991976   -0 17 26.8
 HU2834;SPC NJ       -    49,274.82    360,666.42   sFT  0.99991976   -0 17 26.8
 HU2834;UTM  18      - 4,313,195.184   503,259.000   MT  0.99960013   +0 01 25.2
 HU2834
 HU2834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2834!SPC NJ       -   1.00000495  x   0.99991976  =   0.99992471
 HU2834!UTM  18      -   1.00000495  x   0.99960013  =   0.99960508
 HU2834
 HU2834|---------------------------------------------------------------------|
 HU2834| PID    Reference Object                     Distance      Geod. Az  |
 HU2834|                                                           dddmmss.s |
 HU2834| HU2833 NJGPS 1                             221.958 METERS 19953     |
 HU2834|---------------------------------------------------------------------|
 HU2834
 HU2834                          SUPERSEDED SURVEY CONTROL
 HU2834
 HU2834  ELLIP H (05/14/99)  -31.56   (m)                       GP(       ) 4 1
 HU2834  NAD 83(1991)-  38 58 03.79348(N)    074 57 44.57014(W) AD(       ) 1
 HU2834  ELLIP H (03/31/93)  -31.63   (m)                       GP(       ) 3 2
 HU2834
 HU2834.Superseded values are not recommended for survey control.
 HU2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2834.See file dsdata.txt to determine how the superseded data were derived.
 HU2834
 HU2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0325913195(NAD 83)
 HU2834_MARKER: DD = SURVEY DISK
 HU2834_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HU2834_SP_SET: CONCRETE BASE OF REMOVED TOWER
 HU2834_STAMPING: NJGPS 2 1990
 HU2834_MARK LOGO: USE   
 HU2834_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2834+STABILITY: SURFACE MOTION
 HU2834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2834+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 HU2834
 HU2834  HISTORY     - Date     Condition        Report By
 HU2834  HISTORY     - 1990     MONUMENTED       USE
 HU2834  HISTORY     - 20060915 GOOD             GEOCAC
 HU2834
 HU2834                          STATION DESCRIPTION
 HU2834
 HU2834'DESCRIBED BY US ENGINEERS 1990
 HU2834'THE STATION IS LOCATED IN NORTH CAPE MAY BOROUGH, ON THE NORTH SIDE OF
 HU2834'THE CAPE MAY CANAL, IN THE CONCRETE BASE OF THE OLD REMOVED LIGHT
 HU2834'TOWER, AT THE INNER END OF THE NORTH JETTY, AT THE DELAWARE BAY END
 HU2834'OF THE CANAL. TO REACH THE STATION FROM THE 0.0 MILE MARKER OF THE
 HU2834'GARDEN STATE PARKWAY IN LOWER TOWNSHIP, GO 1.1 KM (0.7 MI) NORTHWEST
 HU2834'ON STATE ROUTE 109 TO STATE ROUTE 9, GO 2.6 KM (1.6 MI) NORTHWEST ON
 HU2834'SOUTHBOUND ROUTE 9, FOLLOWING THE CAPE MAY LEWES FERRY ROUTE TO THE
 HU2834'JUNCTION WITH BAY SHORE ROAD AND LINCOLN BOULEVARD, CONTINUE 1.7 KM
 HU2834'(1.1 MI) STRAIGHT AHEAD ON LINCOLN BOULEVARD, PASSING THE FERRY
 HU2834'ENTRANCE TO THE JUNCTION WITH BEACH DRIVE, TURN LEFT AND GO 0.7 KM
 HU2834'(0.4 MI) SOUTH ON BEACH DRIVE TO THE STATION ON THE LEFT, ON TOP OF
 HU2834'THE CONCRETE BASE AT THE SOUTHEAST CORNER OF THE PARKING LOT FOR THE
 HU2834'PAVILION ON THE NORTH SIDE OF THE CANAL. THE STATION IS 21.6 M
 HU2834'(70.9 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 60.5 M (198.5 FT)
 HU2834'SOUTHWEST OF POLE NUMBER 139, 13.1 M (43.0 FT) SOUTHEAST OF THE SECOND
 HU2834'EAST GUIDE RAIL POST, AND 9.4 M (30.8 FT) SOUTH OF POLE NUMBER
 HU2834'W28660, SET ABOUT 3 M (9.8 FT) ABOVE THE ROAD.
 HU2834
 HU2834                          STATION RECOVERY (2006)
 HU2834
 HU2834'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU2834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4311 ***********************************************************************
 JU4311  DESIGNATION -  NJGPS 20
 JU4311  PID         -  JU4311
 JU4311  STATE/COUNTY-  NJ/ATLANTIC
 JU4311  USGS QUAD   -  OCEANVILLE (1989)
 JU4311
 JU4311                         *CURRENT SURVEY CONTROL
 JU4311  ___________________________________________________________________
 JU4311* NAD 83(1996)-  39 23 01.97680(N)    074 25 31.29377(W)     ADJUSTED  
 JU4311* NAVD 88     -        22.0    (meters)      72.     (feet)  GPS OBS   
 JU4311  ___________________________________________________________________
 JU4311  X           -   1,325,387.662 (meters)                     COMP
 JU4311  Y           -  -4,755,129.791 (meters)                     COMP
 JU4311  Z           -   4,025,339.762 (meters)                     COMP
 JU4311  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 JU4311  ELLIP HEIGHT-         -12.30  (meters)          (10/23/02) GPS OBS
 JU4311  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JU4311
 JU4311  HORZ ORDER  -  FIRST
 JU4311  ELLP ORDER  -  FOURTH    CLASS I
 JU4311
 JU4311.The horizontal coordinates were established by GPS observations
 JU4311.and adjusted by the National Geodetic Survey in May 1999..
 JU4311
 JU4311.The orthometric height was determined by GPS observations and a
 JU4311.high-resolution geoid model.
 JU4311
 JU4311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4311
 JU4311.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4311
 JU4311.The ellipsoidal height was determined by GPS observations
 JU4311.and is referenced to NAD 83.
 JU4311
 JU4311.The geoid height was determined by GEOID03.
 JU4311
 JU4311;                    North         East     Units Scale Factor Converg.
 JU4311;SPC NJ       -    61,117.162   156,430.122   MT  0.99990051   +0 02 50.5
 JU4311;SPC NJ       -   200,515.22    513,221.16   sFT  0.99990051   +0 02 50.5
 JU4311;UTM  18      - 4,359,535.310   549,489.306   MT  0.99963015   +0 21 52.6
 JU4311
 JU4311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4311!SPC NJ       -   1.00000193  x   0.99990051  =   0.99990244
 JU4311!UTM  18      -   1.00000193  x   0.99963015  =   0.99963208
 JU4311
 JU4311|---------------------------------------------------------------------|
 JU4311| PID    Reference Object                     Distance      Geod. Az  |
 JU4311|                                                           dddmmss.s |
 JU4311| JU2822 ATLANTIC 2                           54.766 METERS 15816     |
 JU4311| JU4333 NJGPS AC                            APPROX. 1.3 KM 1844129.5 |
 JU4311|---------------------------------------------------------------------|
 JU4311
 JU4311                          SUPERSEDED SURVEY CONTROL
 JU4311
 JU4311  ELLIP H (05/14/99)  -12.32   (m)                       GP(       ) 4 1
 JU4311  NAD 83(1986)-  39 23 01.97539(N)    074 25 31.29275(W) AD(       ) 1
 JU4311  ELLIP H (03/31/93)  -12.39   (m)                       GP(       ) 3 2
 JU4311
 JU4311.Superseded values are not recommended for survey control.
 JU4311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4311.See file dsdata.txt to determine how the superseded data were derived.
 JU4311
 JU4311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4948959535(NAD 83)
 JU4311_MARKER: DD = SURVEY DISK
 JU4311_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JU4311_SP_SET: CONCRETE PARKING LOT SLAB
 JU4311_STAMPING: NJGPS 20
 JU4311_MARK LOGO: USE   
 JU4311_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU4311+STABILITY: POSITION/ELEVATION WELL
 JU4311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4311+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 JU4311
 JU4311  HISTORY     - Date     Condition        Report By
 JU4311  HISTORY     - 1990     MONUMENTED       USE
 JU4311  HISTORY     - 20050710 GOOD             GEOCAC
 JU4311
 JU4311                          STATION DESCRIPTION
 JU4311
 JU4311'DESCRIBED BY US ENGINEERS 1990
 JU4311'THE STATION IS LOCATED IN ATLANTIC CITY SET IN THE CONCRETE DECK OF
 JU4311'THE SIXTH LEVEL OF THE HARRAHS MARINA PARKING GARAGE.  TO REACH THE
 JU4311'STATION FROM THE ATLANTIC CITY POST OFFICE, GO 0.6 MI (1.0 KM) NORTH
 JU4311'ON PACIFIC AVENUE TO MARYLAND AVENUE, GO 2.3 MI (3.7 KM) WEST ON
 JU4311'MARYLAND AVENUE TO THE HARRAHS MARINA HOTEL PARKING GARAGE.  THE
 JU4311'STATION IS SET AT THE NORTHEAST CORNER OF THE GARAGE, 54.56 FT
 JU4311'(16.63 M) EAST SOUTHEAST OF THE NORTH NORTHEAST CORNER OF A CONCRETE
 JU4311'PILLAR, 37.48 FT (11.42 M) SOUTH SOUTHEAST OF THE SOUTH CORNER OF A
 JU4311'CONCRETE PILLAR, NORTHWEST OF A PLANTER.
 JU4311
 JU4311                          STATION RECOVERY (2005)
 JU4311
 JU4311'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 JU4311'ON THE HIGHEST LEVEL OF HARRAH'S MARINA PARKING GARAGE.  THERE IS NO
 JU4311'PLANTER IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4312 ***********************************************************************
 JU4312  DESIGNATION -  NJGPS 21
 JU4312  PID         -  JU4312
 JU4312  STATE/COUNTY-  NJ/ATLANTIC
 JU4312  USGS QUAD   -  OCEANVILLE (1989)
 JU4312
 JU4312                         *CURRENT SURVEY CONTROL
 JU4312  ___________________________________________________________________
 JU4312* NAD 83(1996)-  39 25 30.24717(N)    074 25 17.79175(W)     ADJUSTED  
 JU4312* NAVD 88     -         0.6    (meters)       2.     (feet)  GPS OBS   
 JU4312  ___________________________________________________________________
 JU4312  X           -   1,324,915.001 (meters)                     COMP
 JU4312  Y           -  -4,752,231.217 (meters)                     COMP
 JU4312  Z           -   4,028,859.480 (meters)                     COMP
 JU4312  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 JU4312  ELLIP HEIGHT-         -33.51  (meters)          (10/23/02) GPS OBS
 JU4312  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JU4312
 JU4312  HORZ ORDER  -  FIRST
 JU4312  ELLP ORDER  -  FOURTH    CLASS I
 JU4312
 JU4312.The horizontal coordinates were established by GPS observations
 JU4312.and adjusted by the National Geodetic Survey in May 1999..
 JU4312
 JU4312.The orthometric height was determined by GPS observations and a
 JU4312.high-resolution geoid model.
 JU4312
 JU4312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4312
 JU4312.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4312
 JU4312.The ellipsoidal height was determined by GPS observations
 JU4312.and is referenced to NAD 83.
 JU4312
 JU4312.The geoid height was determined by GEOID03.
 JU4312
 JU4312;                    North         East     Units Scale Factor Converg.
 JU4312;SPC NJ       -    65,689.605   156,749.253   MT  0.99990056   +0 02 59.2
 JU4312;SPC NJ       -   215,516.65    514,268.17   sFT  0.99990056   +0 02 59.2
 JU4312;UTM  18      - 4,364,108.214   549,783.023   MT  0.99963051   +0 22 02.4
 JU4312
 JU4312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4312!SPC NJ       -   1.00000526  x   0.99990056  =   0.99990582
 JU4312!UTM  18      -   1.00000526  x   0.99963051  =   0.99963577
 JU4312
 JU4312                          SUPERSEDED SURVEY CONTROL
 JU4312
 JU4312  ELLIP H (05/14/99)  -33.53   (m)                       GP(       ) 4 1
 JU4312  NAD 83(1986)-  39 25 30.24463(N)    074 25 17.79010(W) AD(       ) 1
 JU4312  ELLIP H (03/31/93)  -33.58   (m)                       GP(       ) 3 2
 JU4312
 JU4312.Superseded values are not recommended for survey control.
 JU4312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4312.See file dsdata.txt to determine how the superseded data were derived.
 JU4312
 JU4312_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4978364108(NAD 83)
 JU4312_MARKER: DD = SURVEY DISK
 JU4312_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 JU4312_SP_SET: ALUMINUM ALLOY ROD
 JU4312_STAMPING: NJGPS 21
 JU4312_MARK LOGO: USE   
 JU4312_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4312+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JU4312
 JU4312  HISTORY     - Date     Condition        Report By
 JU4312  HISTORY     - 1990     MONUMENTED       USE
 JU4312
 JU4312                          STATION DESCRIPTION
 JU4312
 JU4312'DESCRIBED BY US ENGINEERS 1990
 JU4312'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) NORTHWEST OF BRIGANTINE AT
 JU4312'THE SOUTHEAST END OF REED BAY, ON THE SOUTHEAST SIDE OF GULL ISLAND
 JU4312'THOROFARE, WHICH IS PART OF THE ATLANTIC INTRACOASTAL WATERWAY AT
 JU4312'MILE 62.0 AND JUST SOUTH OF WHERE FLAT THOROFARE ENTERS REED BAY. THE
 JU4312'STATION IS MARKED BY AN ALUMINUM BREAKAWAY MONUMENT SET IN CONCRETE
 JU4312'AND WITNESSED BY THREE 4 BY 4 INCH POSTS WITH PK NAILS IN THEIR TOPS
 JU4312'AND IS 5.99 FT (1.83 M) SOUTH OF THE NORTH POST, 5.15 FT (1.57 M)
 JU4312'WEST OF THE EAST POST, 4.80 FT (1.46 M) NORTH OF THE SOUTH POST, 24.5
 JU4312'FT (7.5 M) DUE EAST OF THE HIGH WATER MARK AND IS FLUSH WITH THE
 JU4312'GROUND.  A BOAT IS NEEDED TO REACH THE STATION.  UPDATE 5JUN92 PER
 JU4312'INFO JVS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4313 ***********************************************************************
 JU4313  DESIGNATION -  NJGPS 22
 JU4313  PID         -  JU4313
 JU4313  STATE/COUNTY-  NJ/ATLANTIC
 JU4313  USGS QUAD   -  OCEANVILLE (1989)
 JU4313
 JU4313                         *CURRENT SURVEY CONTROL
 JU4313  ___________________________________________________________________
 JU4313* NAD 83(1996)-  39 27 28.32364(N)    074 25 56.14570(W)     ADJUSTED  
 JU4313* NAVD 88     -         8.7    (meters)      29.     (feet)  GPS OBS   
 JU4313  ___________________________________________________________________
 JU4313  X           -   1,323,412.175 (meters)                     COMP
 JU4313  Y           -  -4,750,255.122 (meters)                     COMP
 JU4313  Z           -   4,031,676.925 (meters)                     COMP
 JU4313  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 JU4313  ELLIP HEIGHT-         -25.26  (meters)          (10/23/02) GPS OBS
 JU4313  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JU4313
 JU4313  HORZ ORDER  -  FIRST
 JU4313  ELLP ORDER  -  FOURTH    CLASS I
 JU4313
 JU4313.The horizontal coordinates were established by GPS observations
 JU4313.and adjusted by the National Geodetic Survey in May 1999..
 JU4313
 JU4313.The orthometric height was determined by GPS observations and a
 JU4313.high-resolution geoid model.
 JU4313
 JU4313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4313
 JU4313.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4313
 JU4313.The ellipsoidal height was determined by GPS observations
 JU4313.and is referenced to NAD 83.
 JU4313
 JU4313.The geoid height was determined by GEOID03.
 JU4313
 JU4313;                    North         East     Units Scale Factor Converg.
 JU4313;SPC NJ       -    69,329.975   155,829.251   MT  0.99990042   +0 02 35.0
 JU4313;SPC NJ       -   227,460.09    511,249.80   sFT  0.99990042   +0 02 35.0
 JU4313;UTM  18      - 4,367,742.443   548,843.107   MT  0.99962937   +0 21 38.9
 JU4313
 JU4313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4313!SPC NJ       -   1.00000396  x   0.99990042  =   0.99990438
 JU4313!UTM  18      -   1.00000396  x   0.99962937  =   0.99963333
 JU4313
 JU4313                          SUPERSEDED SURVEY CONTROL
 JU4313
 JU4313  ELLIP H (05/14/99)  -25.28   (m)                       GP(       ) 4 1
 JU4313  NAD 83(1986)-  39 27 28.32097(N)    074 25 56.14410(W) AD(       ) 1
 JU4313  ELLIP H (03/31/93)  -25.34   (m)                       GP(       ) 3 2
 JU4313
 JU4313.Superseded values are not recommended for survey control.
 JU4313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4313.See file dsdata.txt to determine how the superseded data were derived.
 JU4313
 JU4313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4884367742(NAD 83)
 JU4313_MARKER: N = NAIL
 JU4313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU4313_SP_SET: WOOD DECK OF OBSERVATION TOWER
 JU4313_MARK LOGO: USE   
 JU4313_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JU4313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4313+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JU4313
 JU4313  HISTORY     - Date     Condition        Report By
 JU4313  HISTORY     - 1990     MONUMENTED       USE
 JU4313
 JU4313                          STATION DESCRIPTION
 JU4313
 JU4313'DESCRIBED BY US ENGINEERS 1990
 JU4313'THE STATION IS LOCATED IN GALLOWAY TOWNSHIP, TURTLE COVE, BRIGANTINE
 JU4313'WILDLIFE REFUGE OFF GREAT CREEK ROAD. THE CENTER NAIL IN A TRIANGLE
 JU4313'FORMED BY ELEVEN PK NAILS ON THE TOP OF AN OBSERVATION TOWER.  TO
 JU4313'REACH THE STATION FROM THE OCEANVILLE POST OFFICE, GO 200 FT
 JU4313'(61.0 M) NORTH ON U.S. HIGHWAY 9 TO GREAT CREEK ROAD, TURN RIGHT ON
 JU4313'GREAT CREEK ROAD AND GO 0.95 MI (1.53 KM) TO THE BRIGANTINE WILDLIFE
 JU4313'REFUGE OBSERVATION TOWER. THE STATION IS 10.18 FT (3.10 M) NORTH OF
 JU4313'THE SOUTH CORNER, 6.59 FT (2.01 M) SOUTH OF THE NORTH CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4314 ***********************************************************************
 JU4314  DESIGNATION -  NJGPS 23
 JU4314  PID         -  JU4314
 JU4314  STATE/COUNTY-  NJ/ATLANTIC
 JU4314  USGS QUAD   -  OCEANVILLE (1989)
 JU4314
 JU4314                         *CURRENT SURVEY CONTROL
 JU4314  ___________________________________________________________________
 JU4314* NAD 83(1996)-  39 27 01.93076(N)    074 23 53.95847(W)     ADJUSTED  
 JU4314* NAVD 88     -         0.6    (meters)       2.     (feet)  GPS OBS   
 JU4314  ___________________________________________________________________
 JU4314  X           -   1,326,363.315 (meters)                     COMP
 JU4314  Y           -  -4,749,962.435 (meters)                     COMP
 JU4314  Z           -   4,031,043.259 (meters)                     COMP
 JU4314  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 JU4314  ELLIP HEIGHT-         -33.42  (meters)          (10/23/02) GPS OBS
 JU4314  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JU4314
 JU4314  HORZ ORDER  -  FIRST
 JU4314  ELLP ORDER  -  FOURTH    CLASS I
 JU4314
 JU4314.The horizontal coordinates were established by GPS observations
 JU4314.and adjusted by the National Geodetic Survey in May 1999..
 JU4314
 JU4314.The orthometric height was determined by GPS observations and a
 JU4314.high-resolution geoid model.
 JU4314
 JU4314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4314
 JU4314.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4314
 JU4314.The ellipsoidal height was determined by GPS observations
 JU4314.and is referenced to NAD 83.
 JU4314
 JU4314.The geoid height was determined by GEOID03.
 JU4314
 JU4314;                    North         East     Units Scale Factor Converg.
 JU4314;SPC NJ       -    68,518.842   158,751.011   MT  0.99990094   +0 03 52.6
 JU4314;SPC NJ       -   224,798.90    520,835.61   sFT  0.99990094   +0 03 52.6
 JU4314;UTM  18      - 4,366,947.741   551,768.532   MT  0.99963300   +0 22 56.4
 JU4314
 JU4314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4314!SPC NJ       -   1.00000524  x   0.99990094  =   0.99990618
 JU4314!UTM  18      -   1.00000524  x   0.99963300  =   0.99963824
 JU4314
 JU4314                          SUPERSEDED SURVEY CONTROL
 JU4314
 JU4314  ELLIP H (05/14/99)  -33.44   (m)                       GP(       ) 4 1
 JU4314  NAD 83(1986)-  39 27 01.92803(N)    074 23 53.95675(W) AD(       ) 1
 JU4314  ELLIP H (03/31/93)  -33.50   (m)                       GP(       ) 3 2
 JU4314
 JU4314.Superseded values are not recommended for survey control.
 JU4314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4314.See file dsdata.txt to determine how the superseded data were derived.
 JU4314
 JU4314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5176966948(NAD 83)
 JU4314_MARKER: DD = SURVEY DISK
 JU4314_SETTING: 0 = UNSPECIFIED SETTING
 JU4314_STAMPING: NJGPS 23
 JU4314_MARK LOGO: USE   
 JU4314_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4314+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JU4314
 JU4314  HISTORY     - Date     Condition        Report By
 JU4314  HISTORY     - 1990     MONUMENTED       USE
 JU4314
 JU4314                          STATION DESCRIPTION
 JU4314
 JU4314'DESCRIBED BY US ENGINEERS 1990
 JU4314'THE STATION IS LOCATED IN GALLOWAY TOWNSHIP, ON BLACK POINT ISLAND, IN
 JU4314'THE EDWIN B. FORSYTHE NATIONAL WILDLIFE REFUGE, APPROXIMATLY 1500 FT
 JU4314'(457.2 M) DUE WEST OF BLACK POINT ON THE ATLANTIC INTRACOASTAL
 JU4314'WATERWAY, MILE 60.1, WEST OF CHANNEL BUOYS 24 AND 25.  THE STATION IS
 JU4314'AN ALUMINUM BERNTSEN BREAKAWAY MONUMENT, SET IN A POURED CONCRETE
 JU4314'POST 4.0 FT (1.2 M) DEEP BY 2.0 FT (0.6 M) IN DIAMETER.  NO WITNESS
 JU4314'POSTS WERE SET AT THIS TIME.  THE STATION CAN ONLY BE REACHED BY
 JU4314'BOAT. UPDATE 5JUN92 PER INFO JVS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4315 ***********************************************************************
 JU4315  DESIGNATION -  NJGPS 24
 JU4315  PID         -  JU4315
 JU4315  STATE/COUNTY-  NJ/ATLANTIC
 JU4315  USGS QUAD   -  OCEANVILLE (1989)
 JU4315
 JU4315                         *CURRENT SURVEY CONTROL
 JU4315  ___________________________________________________________________
 JU4315* NAD 83(1996)-  39 28 58.21595(N)    074 22 40.86579(W)     ADJUSTED  
 JU4315* NAVD 88     -         0.6    (meters)       2.     (feet)  GPS OBS   
 JU4315  ___________________________________________________________________
 JU4315  X           -   1,327,432.621 (meters)                     COMP
 JU4315  Y           -  -4,747,296.905 (meters)                     COMP
 JU4315  Z           -   4,033,811.884 (meters)                     COMP
 JU4315  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 JU4315  ELLIP HEIGHT-         -33.30  (meters)          (10/23/02) GPS OBS
 JU4315  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JU4315
 JU4315  HORZ ORDER  -  FIRST
 JU4315  ELLP ORDER  -  FOURTH    CLASS I
 JU4315
 JU4315.The horizontal coordinates were established by GPS observations
 JU4315.and adjusted by the National Geodetic Survey in May 1999..
 JU4315
 JU4315.The orthometric height was determined by GPS observations and a
 JU4315.high-resolution geoid model.
 JU4315
 JU4315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4315
 JU4315.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4315
 JU4315.The ellipsoidal height was determined by GPS observations
 JU4315.and is referenced to NAD 83.
 JU4315
 JU4315.The geoid height was determined by GEOID03.
 JU4315
 JU4315;                    North         East     Units Scale Factor Converg.
 JU4315;SPC NJ       -    72,106.901   160,493.597   MT  0.99990136   +0 04 39.2
 JU4315;SPC NJ       -   236,570.72    526,552.74   sFT  0.99990136   +0 04 39.2
 JU4315;UTM  18      - 4,370,544.449   553,490.728   MT  0.99963523   +0 23 43.8
 JU4315
 JU4315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4315!SPC NJ       -   1.00000522  x   0.99990136  =   0.99990658
 JU4315!UTM  18      -   1.00000522  x   0.99963523  =   0.99964045
 JU4315
 JU4315                          SUPERSEDED SURVEY CONTROL
 JU4315
 JU4315  ELLIP H (05/14/99)  -33.32   (m)                       GP(       ) 4 1
 JU4315  NAD 83(1986)-  39 28 58.21271(N)    074 22 40.86379(W) AD(       ) 1
 JU4315  ELLIP H (03/31/93)  -33.37   (m)                       GP(       ) 3 2
 JU4315
 JU4315.Superseded values are not recommended for survey control.
 JU4315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4315.See file dsdata.txt to determine how the superseded data were derived.
 JU4315
 JU4315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5349170544(NAD 83)
 JU4315_MARKER: DD = SURVEY DISK
 JU4315_SETTING: 0 = UNSPECIFIED SETTING
 JU4315_STAMPING: NJGPS 24
 JU4315_MARK LOGO: USE   
 JU4315_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4315+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JU4315
 JU4315  HISTORY     - Date     Condition        Report By
 JU4315  HISTORY     - 1990     MONUMENTED       USE
 JU4315
 JU4315                          STATION DESCRIPTION
 JU4315
 JU4315'DESCRIBED BY US ENGINEERS 1990
 JU4315'THE STATION, A BERNSTEN BREAKAWAY MONUMENT SET IN CONCRETE, FLUSH WITH
 JU4315'THE GROUND, ON THE MARSH, IS LOCATED IN THE BRIGANTINE NATIONAL
 JU4315'WILDLIFE REFUGE, NORTH OF LITTLE BAY AND WEST OF EGG ISLAND.  THE
 JU4315'STATION IS NEAR THE POINT OF LAND FORMED BY THE ENTRANCE OF MAIN
 JU4315'MARSH THOROFARE INTO GREAT BAY, WEST OF ATLANTIC INTRACOASTAL
 JU4315'WATERWAY FIXED CHANNEL MARKER, FL G 25, AT THE NORTH END OF MAIN
 JU4315'MARSH THOROFARE.  THE STATION IS 33 FT (10.1 M) NORTH OF
 JU4315'TRIANGULATION STATION, MAIN 1935 AND IS MARKED BY THREE 4 BY 4 INCH
 JU4315'WITNESS POSTS WITH PK NAILS IN THE TOPS.  THE STATION IS 6.66 FT
 JU4315'(2.03 M) EAST OF THE WEST POST, 6.48 FT (1.98 M) SOUTH OF THE NORTH
 JU4315'POST AND 6.43 FT (1.96 M) NORTH WEST OF THE EAST POST.  A BOAT IS
 JU4315'NEEDED TO REACH THE STATION AT ATLANTIC INTRACOASTAL WATERWAY MILE
 JU4315'56.8.  UPDATE 5JUN92 PER INFO JVS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4316 ***********************************************************************
 JU4316  DESIGNATION -  NJGPS 26
 JU4316  PID         -  JU4316
 JU4316  STATE/COUNTY-  NJ/OCEAN
 JU4316  USGS QUAD   -  TUCKERTON (1995)
 JU4316
 JU4316                         *CURRENT SURVEY CONTROL
 JU4316  ___________________________________________________________________
 JU4316* NAD 83(1996)-  39 32 22.38633(N)    074 15 47.51033(W)     ADJUSTED  
 JU4316* NAVD 88     -         1.6    (meters)       5.     (feet)  GPS OBS   
 JU4316  ___________________________________________________________________
 JU4316  X           -   1,335,857.224 (meters)                     COMP
 JU4316  Y           -  -4,740,771.974 (meters)                     COMP
 JU4316  Z           -   4,038,670.383 (meters)                     COMP
 JU4316  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 JU4316  ELLIP HEIGHT-         -32.31  (meters)          (10/23/02) GPS OBS
 JU4316  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JU4316
 JU4316  HORZ ORDER  -  FIRST
 JU4316  ELLP ORDER  -  FOURTH    CLASS I
 JU4316
 JU4316.The horizontal coordinates were established by GPS observations
 JU4316.and adjusted by the National Geodetic Survey in May 1999..
 JU4316
 JU4316.The orthometric height was determined by GPS observations and a
 JU4316.high-resolution geoid model.
 JU4316
 JU4316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4316
 JU4316.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4316
 JU4316.The ellipsoidal height was determined by GPS observations
 JU4316.and is referenced to NAD 83.
 JU4316
 JU4316.The geoid height was determined by GEOID03.
 JU4316
 JU4316;                    North         East     Units Scale Factor Converg.
 JU4316;SPC NJ       -    78,422.632   170,354.635   MT  0.99990510   +0 09 02.7
 JU4316;SPC NJ       -   257,291.59    558,905.16   sFT  0.99990510   +0 09 02.7
 JU4316;UTM  18      - 4,376,913.172   563,313.983   MT  0.99964935   +0 28 08.7
 JU4316
 JU4316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4316!SPC NJ       -   1.00000507  x   0.99990510  =   0.99991017
 JU4316!UTM  18      -   1.00000507  x   0.99964935  =   0.99965442
 JU4316
 JU4316                          SUPERSEDED SURVEY CONTROL
 JU4316
 JU4316  ELLIP H (05/14/99)  -32.33   (m)                       GP(       ) 4 1
 JU4316  NAD 83(1986)-  39 32 22.38140(N)    074 15 47.50815(W) AD(       ) 1
 JU4316  ELLIP H (03/31/93)  -32.37   (m)                       GP(       ) 3 2
 JU4316
 JU4316.Superseded values are not recommended for survey control.
 JU4316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4316.See file dsdata.txt to determine how the superseded data were derived.
 JU4316
 JU4316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6331476913(NAD 83)
 JU4316_MARKER: DD = SURVEY DISK
 JU4316_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 JU4316_SP_SET: ALUMINUM ALLOY ROD
 JU4316_STAMPING: NJGPS 26
 JU4316_MARK LOGO: USE   
 JU4316_PROJECTION: FLUSH
 JU4316_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4316+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1996
 JU4316_ROD/PIPE-DEPTH: 7    meters
 JU4316
 JU4316  HISTORY     - Date     Condition        Report By
 JU4316  HISTORY     - 1990     MONUMENTED       USE
 JU4316  HISTORY     - 19960523 GOOD             NJGS
 JU4316
 JU4316                          STATION DESCRIPTION
 JU4316
 JU4316'DESCRIBED BY US ENGINEERS 1990
 JU4316'THE STATION IS LOCATED IN THE TOWN OF HOLGATE, LONG BEACH TOWNSHIP, TO
 JU4316'REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 72 AND LONG BEACH
 JU4316'BOULEVARD IN SHIP BOTTOM, GO 9.7 MI (15.6 KM) SOUTH ON LONG BEACH
 JU4316'BOULEVARD TO THE JUNCTION WITH NEWPORT DRIVE, TURN RIGHT AND GO 0.2
 JU4316'MI (0.3 KM) WEST ON NEWPORT DRIVE TO THE ENTRANCE TO A PRIVATE
 JU4316'DEVELOPMENT, CONTINUE 0.2 MI (0.3 KM) INTO THE DEVELOPMENT TO THE END
 JU4316'OF THE ROAD.  THE STATION IS 54.05 FT (16.47 M) NORTHWEST OF A CROSS
 JU4316'CUT IN A FIRE HYDRANT AT THE NORTH END OF THE CUL DE SAC, 9.83 FT
 JU4316'(3.00 M) NORTHEAST OF A PK NAIL IN THE TOP OF A PILING, 6.07 FT
 JU4316'(1.85 M) WEST OF A BOLT IN THE FACE OF THE GUARD RAIL.
 JU4316
 JU4316                          STATION RECOVERY (1996)
 JU4316
 JU4316'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (CFL)
 JU4316'THE STATION IS LOCATED IN LONG BEACH TOWNSHIP IN THE COMMUNITY OF
 JU4316'HOLGATE.  TO REACH THE STATION FROM THE INTERSECTION OF 9TH STREET,
 JU4316'THE EASTBOUND LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE
 JU4316'BOROUGH OF SHIP BOTTOM, GO SOUTHWEST ON LONG BEACH BOULEVARD FOR 8.9
 JU4316'MI (14.3 KM) TO THE TEE INTERSECTION WITH HOLGATE AVENUE ON THE RIGHT.
 JU4316'TURN RIGHT AND GO NORTHWEST ON HOLGATE AVENUE FOR 0.05 MI (0.08 KM) TO
 JU4316'A TEE INTERSECTION WITH GLOUCESTER AVENUE AT A SIGN FOR SOUTHPORT, A
 JU4316'PRIVATE COMMUNITY.  TURN LEFT AND GO ABOUT 15 M (49.2 FT) TO THE TEE
 JU4316'INTERSECTION WITH NEWPORT DRIVE ON THE RIGHT. TURN RIGHT AND CONTINUE
 JU4316'NORTHWEST THEN SOUTHWEST ON NEWPORT DRIVE FOR 0.20 MI (0.32 KM) TO THE
 JU4316'STATION ON RIGHT AT THE END OF THE STREET AT A CUL DE SAC.  THE
 JU4316'STATION IS 54.05 FT (16.47 M) NORTH FROM A CROSS CUT IN A FIRE
 JU4316'HYDRANT, 9.83 FT (3.00 M) EAST FROM A PK NAIL IN THE TOP OF A TIMBER
 JU4316'PILE AND 4.3 FT (1.3 M) NORTH NORTHWEST FROM A PK NAIL IN THE CENTER
 JU4316'TOP RAIL OF A WOOD GUIDE RAIL.  THE STATION IS SET ABOUT 0.15 FT (4.57
 JU4316'CM) BELOW THE GROUND.  THE DISK EXHIBITS SOME CORROSION AND THE NAME
 JU4316'APPEARS ALMOST ILLEGIBLE.  IT APPEARS THAT THE DISK WAS MISTAKENLY
 JU4316'STAMPED NJGPS 29 INSTEAD OF NJGPS 26 AT THE ORIGINAL STAMPING.
 JU4316'HOWEVER, THE NUMBER NINE APPEARS TO HAVE BEEN ALTERED TO CORRECT THIS
 JU4316'MISTAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4317 ***********************************************************************
 JU4317  DESIGNATION -  NJGPS 28
 JU4317  PID         -  JU4317
 JU4317  STATE/COUNTY-  NJ/OCEAN
 JU4317  USGS QUAD   -  TUCKERTON (1995)
 JU4317
 JU4317                         *CURRENT SURVEY CONTROL
 JU4317  ___________________________________________________________________
 JU4317* NAD 83(1996)-  39 34 13.62885(N)    074 14 59.03661(W)     ADJUSTED  
 JU4317* NAVD 88     -         0.6    (meters)       2.     (feet)  GPS OBS   
 JU4317  ___________________________________________________________________
 JU4317  X           -   1,336,378.058 (meters)                     COMP
 JU4317  Y           -  -4,738,354.456 (meters)                     COMP
 JU4317  Z           -   4,041,314.946 (meters)                     COMP
 JU4317  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 JU4317  ELLIP HEIGHT-         -33.26  (meters)          (10/23/02) GPS OBS
 JU4317  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JU4317
 JU4317  HORZ ORDER  -  FIRST
 JU4317  ELLP ORDER  -  FOURTH    CLASS I
 JU4317
 JU4317.The horizontal coordinates were established by GPS observations
 JU4317.and adjusted by the National Geodetic Survey in May 1999..
 JU4317
 JU4317.The orthometric height was determined by GPS observations and a
 JU4317.high-resolution geoid model.
 JU4317
 JU4317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4317
 JU4317.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4317
 JU4317.The ellipsoidal height was determined by GPS observations
 JU4317.and is referenced to NAD 83.
 JU4317
 JU4317.The geoid height was determined by GEOID03.
 JU4317
 JU4317;                    North         East     Units Scale Factor Converg.
 JU4317;SPC NJ       -    81,856.211   171,502.486   MT  0.99990569   +0 09 33.9
 JU4317;SPC NJ       -   268,556.59    562,671.07   sFT  0.99990569   +0 09 33.9
 JU4317;UTM  18      - 4,380,352.200   564,442.446   MT  0.99965113   +0 28 40.6
 JU4317
 JU4317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4317!SPC NJ       -   1.00000522  x   0.99990569  =   0.99991091
 JU4317!UTM  18      -   1.00000522  x   0.99965113  =   0.99965635
 JU4317
 JU4317                          SUPERSEDED SURVEY CONTROL
 JU4317
 JU4317  ELLIP H (05/14/99)  -33.27   (m)                       GP(       ) 4 1
 JU4317  NAD 83(1986)-  39 34 13.62308(N)    074 14 59.03377(W) AD(       ) 1
 JU4317  ELLIP H (03/31/93)  -33.34   (m)                       GP(       ) 3 2
 JU4317
 JU4317.Superseded values are not recommended for survey control.
 JU4317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4317.See file dsdata.txt to determine how the superseded data were derived.
 JU4317
 JU4317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6444280352(NAD 83)
 JU4317_MARKER: DD = SURVEY DISK
 JU4317_SETTING: 0 = UNSPECIFIED SETTING
 JU4317_STAMPING: NJGPS 28
 JU4317_MARK LOGO: USE   
 JU4317_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4317+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JU4317
 JU4317  HISTORY     - Date     Condition        Report By
 JU4317  HISTORY     - 1990     MONUMENTED       USE
 JU4317
 JU4317                          STATION DESCRIPTION
 JU4317
 JU4317'DESCRIBED BY US ENGINEERS 1990
 JU4317'THE STATION IS LOCATED ON PARKER ISLAND, NORTHWEST OF 5TH STREET IN
 JU4317'BEACH HAVEN BORO AND THE ATLANTIC INTRACOASTAL WATERWAY.  THE STATION
 JU4317'IS MARKED BY AN ALUMINUM BREAKAWAY MONUMENT SET IN A POURED CONCRETE
 JU4317'POST THAT IS 2 FT (0.6 M) IN DIAMETER, 4 FT (1.2 M) DEEP AND FORMED
 JU4317'TO A TRIANGLE AT THE TOP.  A BOAT IS NEEDED TO REACH THE STATION.
 JU4317'UPDATE 5JUN92 PER INFO JVS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7848 ***********************************************************************
 AC7848  DESIGNATION -  NJGPS 29 RESET
 AC7848  PID         -  AC7848
 AC7848  STATE/COUNTY-  NJ/OCEAN
 AC7848  USGS QUAD   -  BEACH HAVEN (1977)
 AC7848
 AC7848                         *CURRENT SURVEY CONTROL
 AC7848  ___________________________________________________________________
 AC7848* NAD 83(1996)-  39 35 18.93206(N)    074 13 42.09301(W)     ADJUSTED  
 AC7848* NAVD 88     -         1.367  (meters)       4.48   (feet)  ADJUSTED  
 AC7848  ___________________________________________________________________
 AC7848  X           -   1,337,796.941 (meters)                     COMP
 AC7848  Y           -  -4,736,621.403 (meters)                     COMP
 AC7848  Z           -   4,042,867.801 (meters)                     COMP
 AC7848  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 AC7848  ELLIP HEIGHT-         -32.33  (meters)          (10/23/02) GPS OBS
 AC7848  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 AC7848  DYNAMIC HT  -           1.366 (meters)       4.48  (feet)  COMP
 AC7848  MODELED GRAV-     980,141.3   (mgal)                       NAVD 88
 AC7848
 AC7848  HORZ ORDER  -  FIRST
 AC7848  VERT ORDER  -  FIRST     CLASS I
 AC7848  ELLP ORDER  -  FOURTH    CLASS I
 AC7848
 AC7848.The horizontal coordinates were established by GPS observations
 AC7848.and adjusted by the National Geodetic Survey in May 1999..
 AC7848
 AC7848.The orthometric height was determined by differential leveling
 AC7848.and adjusted by the National Geodetic Survey in April 1997..
 AC7848
 AC7848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7848
 AC7848.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7848
 AC7848.The ellipsoidal height was determined by GPS observations
 AC7848.and is referenced to NAD 83.
 AC7848
 AC7848.The geoid height was determined by GEOID03.
 AC7848
 AC7848.The dynamic height is computed by dividing the NAVD 88
 AC7848.geopotential number by the normal gravity value computed on the
 AC7848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7848.degrees latitude (g = 980.6199 gals.).
 AC7848
 AC7848.The modeled gravity was interpolated from observed gravity values.
 AC7848
 AC7848;                    North         East     Units Scale Factor Converg.
 AC7848;SPC NJ       -    83,875.339   173,332.750   MT  0.99990670   +0 10 23.2
 AC7848;SPC NJ       -   275,181.01    568,675.86   sFT  0.99990670   +0 10 23.2
 AC7848;UTM  18      - 4,382,380.959   566,260.993   MT  0.99965405   +0 29 30.3
 AC7848
 AC7848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7848!SPC NJ       -   1.00000507  x   0.99990670  =   0.99991177
 AC7848!UTM  18      -   1.00000507  x   0.99965405  =   0.99965912
 AC7848
 AC7848|---------------------------------------------------------------------|
 AC7848| PID    Reference Object                     Distance      Geod. Az  |
 AC7848|                                                           dddmmss.s |
 AC7848| JU0196 TERRACE                             160.800 METERS 19957     |
 AC7848|---------------------------------------------------------------------|
 AC7848
 AC7848                          SUPERSEDED SURVEY CONTROL
 AC7848
 AC7848  ELLIP H (05/14/99)  -32.34   (m)                       GP(       ) 4 1
 AC7848  NAD 83(1986)-  39 35 18.92581(N)    074 13 42.08967(W) AD(       ) 1
 AC7848  NAVD 88 (01/17/03)    1.37   (m)            4.5    (f) LEVELING    3  
 AC7848
 AC7848.Superseded values are not recommended for survey control.
 AC7848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7848.See file dsdata.txt to determine how the superseded data were derived.
 AC7848
 AC7848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6626182381(NAD 83)
 AC7848_MARKER: DD = SURVEY DISK
 AC7848_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC7848_SP_SET: ALUMINUM ALLOY ROD
 AC7848_STAMPING: NJGPS 29
 AC7848_MARK LOGO: USE   
 AC7848_PROJECTION: FLUSH
 AC7848_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7848+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002
 AC7848_ROD/PIPE-DEPTH: 6.1  meters
 AC7848
 AC7848  HISTORY     - Date     Condition        Report By
 AC7848  HISTORY     - 1990     MONUMENTED       USE
 AC7848  HISTORY     - 19960721 GOOD             NJGS
 AC7848  HISTORY     - 20020924 GOOD             USFWS
 AC7848
 AC7848                          STATION DESCRIPTION
 AC7848
 AC7848'DESCRIBED BY US ENGINEERS 1990 (JVS)
 AC7848'THE STATION IS LOCATED IN LONG BEACH TOWNSHIP IN THE COMMUNITY OF
 AC7848'BEACH HAVEN TERRACE.  PERMISSION TO OCCUPY THE STATION SHOULD BE
 AC7848'OBTAINED FROM THE PROPERTY OWNER, MR.  WILLIAM W.  GAILLARD, PHONE 609
 AC7848'492 6934 OR 215 230 8176.  THE STATION IS LOCATED IN THE REAR YARD OF
 AC7848'HOUSE NUMBER 126 INDIANA AVENUE UNDERNEATH A WOODEN DECK WITH ACCESS
 AC7848'THROUGH A SCREWED DECK PLANK.  TO REACH THE STATION FROM THE
 AC7848'INTERSECTION OF THE 9TH STREET, THE EASTBOUND LANES OF STATE ROUTE 72
 AC7848'AND LONG BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM, GO SOUTHWEST
 AC7848'ON LONG BEACH BOULEVARD FOR 5.0 MI (8.0 KM) TO THE INTERSECTION WITH
 AC7848'INDIANA AVENUE ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON INDIANA
 AC7848'AVENUE FOR 0.3 MI (0.5 KM) TO THE END OF THE STREET AT A TIMBER
 AC7848'BULKHEAD AND THE PROPERTY WITH THE STATION ON THE LEFT.  THE STATION
 AC7848'IS 15.7 FT (4.8 M) SOUTHEAST FROM THE NORTHWEST CORNER OF THE
 AC7848'BULKHEAD, 9.4 FT (2.9 M) NORTHWEST FROM A FLAG POLE AND 33.0 FT (10.1
 AC7848'M) NORTHWEST FROM THE NORTHWEST CORNER OF THE TWO STORY FRAME
 AC7848'DWELLING, HOUSE NUMBER 126.
 AC7848
 AC7848                          STATION RECOVERY (1996)
 AC7848
 AC7848'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 AC7848'THE STATION IS LOCATED IN LONG BEACH TOWNSHIP, IN BEACH HAVEN TERRACE,
 AC7848'ON THE PROPERTY OF MRS. KANE, HOUSE NUMBER 126 INDIANA AVENUE, A
 AC7848'1.5-STORY CEDAR SIDED FRAME.  TO REACH THE STATION FROM THE
 AC7848'INTERSECTION OF 9TH STREET (EAST BOUND STATE ROUTE 72) AND LONG BEACH
 AC7848'AVENUE IN SHIP BOTTOM, PROCEED 5.0 MI (8.0 KM) SOUTHWEST ON LONG BEACH
 AC7848'AVENUE TO THE INTERSECTION WITH INDIANA AVENUE, TURN RIGHT AND GO 0.3
 AC7848'MI (0.5 KM) NORTHWEST TO THE END OF THE STREET AT THE BULKHEAD AND THE
 AC7848'PROPERTY WITH THE STATION ON THE LEFT.  THE STATION IS AT THE
 AC7848'NORTHWEST CORNER OF THE PROPERTY.
 AC7848'THE VICINITY OF THE ORIGINAL STATION HAS UNDERGONE NEW CONSTRUCTION
 AC7848'SINCE THE ESTABLISHMENT OF THE HORIZONTAL POSITION BY GPS504.  THE
 AC7848'STATION WAS RESET BY PERSONNEL UNKNOWN TO THIS OFFICE.  THE LAND OWNER
 AC7848'STATED THAT THE STEEL BULKHEAD HAD BEEN REPLACED IN THE AREA, SOMETIME
 AC7848'BETWEEN 1993 (GPS645) AND MAY 1996 (GPS1125).  A NEW DECK HAS BEEN
 AC7848'CONSTRUCTED OVER THE STATION.  THE STATION CAN BE ACCESSED BY A
 AC7848'SCREWED PLANK.  THE STATION PROPERTY OWNER CAN BE REACHED AT (609)
 AC7848'492-6934 OR (215) 230-8176.  THE STATION IS 15.7 FT (4.8 M) SOUTHEAST
 AC7848'OF THE NORTHWEST BULKHEAD POINT, 9.4 FT (2.9 M) NORTHWEST OF A FLAG
 AC7848'POLE, 33.0 FT (10.1 M) NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE.
 AC7848'FLUSH WITH THE GROUND.  THE ROD DEPTH IS UNKNOWN AT THIS TIME.
 AC7848
 AC7848                          STATION RECOVERY (2002)
 AC7848
 AC7848'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2002 (TJG)
 AC7848'RECOVERY NOTE BY U.S. FISH AND WILDLIFE SERVICE 2002 (TJG).
 AC7848'RECOVERED AS DESCRIBED.
 AC7848' 
 AC7848' 
 AC7848' 
 AC7848' 
 AC7848'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU2835 ***********************************************************************
 HU2835  DESIGNATION -  NJGPS 3
 HU2835  PID         -  HU2835
 HU2835  STATE/COUNTY-  NJ/CAPE MAY
 HU2835  USGS QUAD   -  CAPE MAY (1972)
 HU2835
 HU2835                         *CURRENT SURVEY CONTROL
 HU2835  ___________________________________________________________________
 HU2835* NAD 83(1996)-  38 57 40.02513(N)    074 55 21.77430(W)     ADJUSTED  
 HU2835* NAVD 88     -        18.5    (meters)      61.     (feet)  GPS OBS   
 HU2835  ___________________________________________________________________
 HU2835  X           -   1,291,772.139 (meters)                     COMP
 HU2835  Y           -  -4,795,078.018 (meters)                     COMP
 HU2835  Z           -   3,988,950.890 (meters)                     COMP
 HU2835  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 HU2835  ELLIP HEIGHT-         -16.98  (meters)          (10/23/02) GPS OBS
 HU2835  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 HU2835
 HU2835  HORZ ORDER  -  FIRST
 HU2835  ELLP ORDER  -  FOURTH    CLASS I
 HU2835
 HU2835.The horizontal coordinates were established by GPS observations
 HU2835.and adjusted by the National Geodetic Survey in May 1999..
 HU2835
 HU2835.The orthometric height was determined by GPS observations and a
 HU2835.high-resolution geoid model.
 HU2835
 HU2835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2835
 HU2835.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2835
 HU2835.The ellipsoidal height was determined by GPS observations
 HU2835.and is referenced to NAD 83.
 HU2835
 HU2835.The geoid height was determined by GEOID03.
 HU2835
 HU2835;                    North         East     Units Scale Factor Converg.
 HU2835;SPC NJ       -    14,269.394   113,365.273   MT  0.99991652   -0 15 56.9
 HU2835;SPC NJ       -    46,815.50    371,932.57   sFT  0.99991652   -0 15 56.9
 HU2835;UTM  18      - 4,312,464.670   506,695.898   MT  0.99960055   +0 02 54.9
 HU2835
 HU2835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2835!SPC NJ       -   1.00000266  x   0.99991652  =   0.99991918
 HU2835!UTM  18      -   1.00000266  x   0.99960055  =   0.99960321
 HU2835
 HU2835                          SUPERSEDED SURVEY CONTROL
 HU2835
 HU2835  ELLIP H (05/14/99)  -16.99   (m)                       GP(       ) 4 1
 HU2835  NAD 83(1991)-  38 57 40.02451(N)    074 55 21.77389(W) AD(       ) 1
 HU2835  ELLIP H (03/31/93)  -17.06   (m)                       GP(       ) 3 2
 HU2835
 HU2835.Superseded values are not recommended for survey control.
 HU2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2835.See file dsdata.txt to determine how the superseded data were derived.
 HU2835
 HU2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0669612465(NAD 83)
 HU2835_MARKER: DD = SURVEY DISK
 HU2835_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HU2835_SP_SET: CONCRETE SIDEWALK ON BRIDGE
 HU2835_STAMPING: NJGPS 3
 HU2835_MARK LOGO: USE   
 HU2835_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU2835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2835+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 HU2835
 HU2835  HISTORY     - Date     Condition        Report By
 HU2835  HISTORY     - 1980     MONUMENTED       USE
 HU2835  HISTORY     - 19900821 GOOD
 HU2835  HISTORY     - 19991002 GOOD             USPSQD
 HU2835  HISTORY     - 20010611 GOOD             NJGS
 HU2835  HISTORY     - 20051009 GOOD             GEOCAC
 HU2835
 HU2835                          STATION DESCRIPTION
 HU2835
 HU2835'DESCRIBED BY US ENGINEERS 1980
 HU2835'THE STATION IS LOCATED IN LOWER TOWNSHIP, NEAR THE SOUTH END OF THE
 HU2835'NORTHWEST WALKWAY ON THE STATE ROUTE 162, SEASHORE ROAD BRIDGE OVER
 HU2835'THE CAPE MAY CANAL. TO REACH THE STATION FROM THE JUNCTION OF STATE
 HU2835'ROUTE 109 AND THE GARDEN STATE PARKWAY AT MILE MARKER 0.0 OF THE
 HU2835'PARKWAY, GO 1.1 KM (0.7 MI) NORTHWEST ON ROUTE 109 TO THE JUNCTION
 HU2835'WITH STATE ROUTE 9 SOUTH IN COLD SPRING BOROUGH, TURN LEFT AND GO 0.6
 HU2835'KM (0.4 MI) ON ROUTE 9 SOUTH TO COUNTY ROAD 626, SEASHORE ROAD, TURN
 HU2835'LEFT AND GO 0.5 MI (0.8 KM) TO THE BRIDGE AND THE STATION IN THE
 HU2835'SIDEWALK ON THE RIGHT. THE STATION IS 0.97 M (3.18 FT) WEST OF THE
 HU2835'CURBLINE, 7.7 M (25.3 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD,
 HU2835'16.2 M (53.1 FT) SOUTHWEST OF A LAMPPOST ON THE NORTHWEST PARAPET,
 HU2835'9.42 M (30.91 FT) SOUTH OF A CROSS CUT OF TOP OF THE NORTHWEST
 HU2835'PARAPET, AND 15.12 M (49.61 FT) NORTHWEST OF A CROSS CUT ON TOP OF
 HU2835'THE SOUTHEAST PARAPET.
 HU2835
 HU2835                          STATION RECOVERY (1990)
 HU2835
 HU2835'RECOVERED 1990
 HU2835'RECOVERED IN GOOD CONDITION.
 HU2835
 HU2835                          STATION RECOVERY (1999)
 HU2835
 HU2835'RECOVERY NOTE BY US POWER SQUADRON 1999
 HU2835'RECOVERED IN GOOD CONDITION.
 HU2835
 HU2835                          STATION RECOVERY (2001)
 HU2835
 HU2835'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 HU2835'RECOVERED IN GOOD CONDITION.
 HU2835
 HU2835                          STATION RECOVERY (2005)
 HU2835
 HU2835'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 HU2835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4319 ***********************************************************************
 JU4319  DESIGNATION -  NJGPS 30
 JU4319  PID         -  JU4319
 JU4319  STATE/COUNTY-  NJ/OCEAN
 JU4319  USGS QUAD   -  BEACH HAVEN (1977)
 JU4319
 JU4319                         *CURRENT SURVEY CONTROL
 JU4319  ___________________________________________________________________
 JU4319* NAD 83(1996)-  39 36 48.40956(N)    074 12 30.11289(W)     ADJUSTED  
 JU4319* NAVD 88     -         0.778  (meters)       2.55   (feet)  ADJUSTED  
 JU4319  ___________________________________________________________________
 JU4319  X           -   1,338,970.983 (meters)                     COMP
 JU4319  Y           -  -4,734,461.231 (meters)                     COMP
 JU4319  Z           -   4,044,993.704 (meters)                     COMP
 JU4319  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 JU4319  ELLIP HEIGHT-         -32.85  (meters)          (10/23/02) GPS OBS
 JU4319  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JU4319  DYNAMIC HT  -           0.777 (meters)       2.55  (feet)  COMP
 JU4319  MODELED GRAV-     980,145.6   (mgal)                       NAVD 88
 JU4319
 JU4319  HORZ ORDER  -  FIRST
 JU4319  VERT ORDER  -  FIRST     CLASS I
 JU4319  ELLP ORDER  -  FOURTH    CLASS I
 JU4319
 JU4319.The horizontal coordinates were established by GPS observations
 JU4319.and adjusted by the National Geodetic Survey in May 1999..
 JU4319
 JU4319.The orthometric height was determined by differential leveling
 JU4319.and adjusted by the National Geodetic Survey in April 1997..
 JU4319.WARNING-GPS observations at this control monument resulted in a GPS
 JU4319.derived orthometric height which differed from the leveled height by
 JU4319.more than one decimeter (0.1 meter).
 JU4319
 JU4319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4319
 JU4319.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4319
 JU4319.The ellipsoidal height was determined by GPS observations
 JU4319.and is referenced to NAD 83.
 JU4319
 JU4319.The geoid height was determined by GEOID03.
 JU4319
 JU4319.The dynamic height is computed by dividing the NAVD 88
 JU4319.geopotential number by the normal gravity value computed on the
 JU4319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4319.degrees latitude (g = 980.6199 gals.).
 JU4319
 JU4319.The modeled gravity was interpolated from observed gravity values.
 JU4319
 JU4319;                    North         East     Units Scale Factor Converg.
 JU4319;SPC NJ       -    86,640.010   175,041.237   MT  0.99990772   +0 11 09.4
 JU4319;SPC NJ       -   284,251.43    574,281.13   sFT  0.99990772   +0 11 09.4
 JU4319;UTM  18      - 4,385,154.393   567,953.648   MT  0.99965685   +0 30 17.2
 JU4319
 JU4319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4319!SPC NJ       -   1.00000515  x   0.99990772  =   0.99991287
 JU4319!UTM  18      -   1.00000515  x   0.99965685  =   0.99966200
 JU4319
 JU4319                          SUPERSEDED SURVEY CONTROL
 JU4319
 JU4319  ELLIP H (05/14/99)  -32.87   (m)                       GP(       ) 4 1
 JU4319  NAD 83(1986)-  39 36 48.40335(N)    074 12 30.10957(W) AD(       ) 1
 JU4319  ELLIP H (03/31/93)  -32.94   (m)                       GP(       ) 3 2
 JU4319
 JU4319.Superseded values are not recommended for survey control.
 JU4319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4319.See file dsdata.txt to determine how the superseded data were derived.
 JU4319
 JU4319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6795485154(NAD 83)
 JU4319_MARKER: DD = SURVEY DISK
 JU4319_SETTING: 0 = UNSPECIFIED SETTING
 JU4319_STAMPING: NJGPS 30
 JU4319_MARK LOGO: USE   
 JU4319_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4319+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 JU4319
 JU4319  HISTORY     - Date     Condition        Report By
 JU4319  HISTORY     - 1990     MONUMENTED       USE
 JU4319  HISTORY     - 19960523 GOOD             NJGS
 JU4319  HISTORY     - 19960721 GOOD             NJGS
 JU4319  HISTORY     - 20051107 GOOD             INDIV
 JU4319
 JU4319                          STATION DESCRIPTION
 JU4319
 JU4319'DESCRIBED BY US ENGINEERS 1990
 JU4319'THE STATION, A DRIVE TYPE MONUMENT, IS LOCATED IN LONG BEACH TOWNSHIP,
 JU4319'IN THE TOWN OF BEACH HAVEN CREST, SET AT THE NORTHWEST END OF
 JU4319'JEANETTE AVENUE.  TO REACH THE STATION FROM THE JUNCTION OF 9TH
 JU4319'STREET, EAST BOUND STATE ROUTE 72 AND LONG BEACH AVENUE, IN SHIP
 JU4319'BOTTOM, PROCEED 3.0 MI (4.8 KM) SOUTHWEST ON LONG BEACH AVENUE TO THE
 JU4319'JUNCTION WITH JEANETTE AVENUE, ALSO KNOWN AS 78TH STREET, TURN RIGHT
 JU4319'AND GO 0.2 MI (0.3 KM) TO THE END OF THE STREET AT THE BULKHEAD AND
 JU4319'THE STATION ON THE RIGHT.  THE STATION IS 1.2 M (3.9 FT) SOUTHEAST OF
 JU4319'THE SOUTHEAST FACE OF THE WOODEN BULKHEAD WITH A COE WITNESS SIGN,
 JU4319'9.0 M (29.5 FT) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF A 2.5
 JU4319'STORY FRAME HOUSE, NUMBER 147, BELONGING TO MR. MAX SCHOENWALDER,
 JU4319'12.4 M (40.7 FT) EAST NORTHEAST OF THE SOUTHWEST INSIDE CORNER OF THE
 JU4319'BULKHEAD, 4.4 M (14.4 FT) NORTHEAST OF THE CENTERLINE OF JEANETTE
 JU4319'AVENUE, 4.5 M (14.8 FT) NORTHEAST OF A WATER VALVE AND 0.01 M
 JU4319'(0.03 FT) BELOW THE GROUND.
 JU4319
 JU4319                          STATION RECOVERY (1996)
 JU4319
 JU4319'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (RJK)
 JU4319'RECOVERED AS DESCRIBED.  THE STATION IS ALSO LOCATED INSIDE A 4 INCH
 JU4319'PVC PIPE WHICH IS RECESSED INSIDE A 0.7 FT (21.3 CM) PVC CASING PIPE.
 JU4319'THE CASING PIPE IS PROJECTING ABOUT 0.5 FT (15.2 CM) ABOVE THE GROUND.
 JU4319
 JU4319                          STATION RECOVERY (1996)
 JU4319
 JU4319'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU4319'RECOVERED AS DESCRIBED.
 JU4319
 JU4319                          STATION RECOVERY (2005)
 JU4319
 JU4319'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SDC)
 JU4319'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4320 ***********************************************************************
 JU4320  DESIGNATION -  NJGPS 31
 JU4320  PID         -  JU4320
 JU4320  STATE/COUNTY-  NJ/OCEAN
 JU4320  USGS QUAD   -  SHIP BOTTOM (1972)
 JU4320
 JU4320                         *CURRENT SURVEY CONTROL
 JU4320  ___________________________________________________________________
 JU4320* NAD 83(1996)-  39 39 39.51534(N)    074 12 05.06975(W)     ADJUSTED  
 JU4320* NAVD 88     -        11.222  (meters)      36.82   (feet)  ADJUSTED  
 JU4320  ___________________________________________________________________
 JU4320  X           -   1,338,631.509 (meters)                     COMP
 JU4320  Y           -  -4,731,067.302 (meters)                     COMP
 JU4320  Z           -   4,049,064.333 (meters)                     COMP
 JU4320  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 JU4320  ELLIP HEIGHT-         -22.23  (meters)          (10/23/02) GPS OBS
 JU4320  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU4320  DYNAMIC HT  -          11.217 (meters)      36.80  (feet)  COMP
 JU4320  MODELED GRAV-     980,154.4   (mgal)                       NAVD 88
 JU4320
 JU4320  HORZ ORDER  -  FIRST
 JU4320  VERT ORDER  -  FIRST     CLASS I
 JU4320  ELLP ORDER  -  FOURTH    CLASS I
 JU4320
 JU4320.The horizontal coordinates were established by GPS observations
 JU4320.and adjusted by the National Geodetic Survey in May 1999..
 JU4320
 JU4320.The orthometric height was determined by differential leveling
 JU4320.and adjusted by the National Geodetic Survey in April 1997..
 JU4320
 JU4320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4320
 JU4320.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4320
 JU4320.The ellipsoidal height was determined by GPS observations
 JU4320.and is referenced to NAD 83.
 JU4320
 JU4320.The geoid height was determined by GEOID03.
 JU4320
 JU4320.The dynamic height is computed by dividing the NAVD 88
 JU4320.geopotential number by the normal gravity value computed on the
 JU4320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4320.degrees latitude (g = 980.6199 gals.).
 JU4320
 JU4320.The modeled gravity was interpolated from observed gravity values.
 JU4320
 JU4320;                    North         East     Units Scale Factor Converg.
 JU4320;SPC NJ       -    91,918.534   175,621.009   MT  0.99990808   +0 11 26.1
 JU4320;SPC NJ       -   301,569.39    576,183.26   sFT  0.99990808   +0 11 26.1
 JU4320;UTM  18      - 4,390,434.739   568,503.886   MT  0.99965777   +0 30 35.0
 JU4320
 JU4320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4320!SPC NJ       -   1.00000349  x   0.99990808  =   0.99991157
 JU4320!UTM  18      -   1.00000349  x   0.99965777  =   0.99966126
 JU4320
 JU4320|---------------------------------------------------------------------|
 JU4320| PID    Reference Object                     Distance      Geod. Az  |
 JU4320|                                                           dddmmss.s |
 JU4320| JU0137 V 66                                  8.118 METERS 31029     |
 JU4320|---------------------------------------------------------------------|
 JU4320
 JU4320                          SUPERSEDED SURVEY CONTROL
 JU4320
 JU4320  ELLIP H (05/14/99)  -22.24   (m)                       GP(       ) 4 1
 JU4320  NAD 83(1986)-  39 39 39.50902(N)    074 12 05.06648(W) AD(       ) 1
 JU4320  ELLIP H (03/31/93)  -22.30   (m)                       GP(       ) 3 2
 JU4320
 JU4320.Superseded values are not recommended for survey control.
 JU4320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4320.See file dsdata.txt to determine how the superseded data were derived.
 JU4320
 JU4320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6850490435(NAD 83)
 JU4320_MARKER: DD = SURVEY DISK
 JU4320_SETTING: 0 = UNSPECIFIED SETTING
 JU4320_STAMPING: NJGPS31
 JU4320_MARK LOGO: USE   
 JU4320_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4320+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2001
 JU4320
 JU4320  HISTORY     - Date     Condition        Report By
 JU4320  HISTORY     - 1990     MONUMENTED       USE
 JU4320  HISTORY     - 19950131 GOOD             NJGS
 JU4320  HISTORY     - 19960522 GOOD             NJGS
 JU4320  HISTORY     - 19960523 GOOD             NJGS
 JU4320  HISTORY     - 20010302 GOOD             NJDEP
 JU4320
 JU4320                          STATION DESCRIPTION
 JU4320
 JU4320'DESCRIBED BY US ENGINEERS 1990
 JU4320'THE STATION LOCATED IN SHIP BOTTOM BOROUGH, SET NEAR THE SOUTH CORNER
 JU4320'OF THE SOUTHEAST END OF THE STATE ROUTE 72 BRIDGE SPANNING THE
 JU4320'MANAHAWKIN BAY.  THE STATION IS A ALUMINUM DISK ON A BREAKAWAY BASE
 JU4320'SET IN A 2 FT (0.6 M) DIAMETER BY 4 FT (1.2 M) DEEP CONCRETE POST
 JU4320'FORMED TO A TRIANGLE AT THE TOP, 26.75 FT (8.15 M) SOUTHWEST OF USCG
 JU4320'BENCHMARK V 66, 1964 SET IN THE WALKWAY OF THE BRIDGE, 19.08 FT
 JU4320'(5.82 M) NORTH NORTHEAST OF A CROSS CUT IN THE NORTHWEST BOLT OF A
 JU4320'LAMP POST, 3.71 FT (1.13 M) WEST SOUTHWEST OF A PK NAIL SET ON TOP OF
 JU4320'THE FIRST GUARD RAIL POST ON THE SOUTHWEST SIDE OF THE BRIDGE.
 JU4320
 JU4320                          STATION RECOVERY (1995)
 JU4320
 JU4320'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU4320'RECOVERED AS DESCRIBED.
 JU4320
 JU4320                          STATION RECOVERY (1996)
 JU4320
 JU4320'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 JU4320'RECOVERED AS DESCRIBED.
 JU4320
 JU4320                          STATION RECOVERY (1996)
 JU4320
 JU4320'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (CFL)
 JU4320'RECOVERED AS DESCRIBED.
 JU4320
 JU4320                          STATION RECOVERY (2001)
 JU4320
 JU4320'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2001 (BMC)
 JU4320'DESCRIPTION INACCURATE, LOCATION IS IN STAFFORD TOWNSHIP NOT SHIP
 JU4320'BOTTOM BOROUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4321 ***********************************************************************
 JU4321  DESIGNATION -  NJGPS 32
 JU4321  PID         -  JU4321
 JU4321  STATE/COUNTY-  NJ/OCEAN
 JU4321  USGS QUAD   -  SHIP BOTTOM (1972)
 JU4321
 JU4321                         *CURRENT SURVEY CONTROL
 JU4321  ___________________________________________________________________
 JU4321* NAD 83(1996)-  39 39 43.42394(N)    074 10 48.06866(W)     ADJUSTED  
 JU4321* NAVD 88     -         0.745  (meters)       2.44   (feet)  ADJUSTED  
 JU4321  ___________________________________________________________________
 JU4321  X           -   1,340,374.399 (meters)                     COMP
 JU4321  Y           -  -4,730,485.437 (meters)                     COMP
 JU4321  Z           -   4,049,150.425 (meters)                     COMP
 JU4321  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 JU4321  ELLIP HEIGHT-         -32.74  (meters)          (10/23/02) GPS OBS
 JU4321  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JU4321  DYNAMIC HT  -           0.744 (meters)       2.44  (feet)  COMP
 JU4321  MODELED GRAV-     980,153.4   (mgal)                       NAVD 88
 JU4321
 JU4321  HORZ ORDER  -  FIRST
 JU4321  VERT ORDER  -  FIRST     CLASS I
 JU4321  ELLP ORDER  -  FOURTH    CLASS I
 JU4321
 JU4321.The horizontal coordinates were established by GPS observations
 JU4321.and adjusted by the National Geodetic Survey in May 1999..
 JU4321
 JU4321.The orthometric height was determined by differential leveling
 JU4321.and adjusted by the National Geodetic Survey in April 1997..
 JU4321
 JU4321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4321
 JU4321.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4321
 JU4321.The ellipsoidal height was determined by GPS observations
 JU4321.and is referenced to NAD 83.
 JU4321
 JU4321.The geoid height was determined by GEOID03.
 JU4321
 JU4321.The dynamic height is computed by dividing the NAVD 88
 JU4321.geopotential number by the normal gravity value computed on the
 JU4321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4321.degrees latitude (g = 980.6199 gals.).
 JU4321
 JU4321.The modeled gravity was interpolated from observed gravity values.
 JU4321
 JU4321;                    North         East     Units Scale Factor Converg.
 JU4321;SPC NJ       -    92,045.391   177,455.907   MT  0.99990928   +0 12 15.2
 JU4321;SPC NJ       -   301,985.59    582,203.25   sFT  0.99990928   +0 12 15.2
 JU4321;UTM  18      - 4,390,571.781   570,337.592   MT  0.99966091   +0 31 24.2
 JU4321
 JU4321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4321!SPC NJ       -   1.00000514  x   0.99990928  =   0.99991442
 JU4321!UTM  18      -   1.00000514  x   0.99966091  =   0.99966604
 JU4321
 JU4321                          SUPERSEDED SURVEY CONTROL
 JU4321
 JU4321  ELLIP H (05/14/99)  -32.76   (m)                       GP(       ) 4 1
 JU4321  NAD 83(1986)-  39 39 43.41756(N)    074 10 48.06526(W) AD(       ) 1
 JU4321  ELLIP H (03/31/93)  -32.80   (m)                       GP(       ) 3 2
 JU4321
 JU4321.Superseded values are not recommended for survey control.
 JU4321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4321.See file dsdata.txt to determine how the superseded data were derived.
 JU4321
 JU4321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7033890572(NAD 83)
 JU4321_MARKER: DD = SURVEY DISK
 JU4321_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 JU4321_SP_SET: ALUMINUM ALLOY ROD
 JU4321_STAMPING: NJGPS 32
 JU4321_MARK LOGO: USE   
 JU4321_PROJECTION: FLUSH
 JU4321_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4321+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1996
 JU4321_ROD/PIPE-DEPTH: 7.62 meters
 JU4321
 JU4321  HISTORY     - Date     Condition        Report By
 JU4321  HISTORY     - 1990     MONUMENTED       USE
 JU4321  HISTORY     - 19950131 GOOD             NJGS
 JU4321  HISTORY     - 19960523 GOOD             NJGS
 JU4321  HISTORY     - 19960716 GOOD             NJGS
 JU4321
 JU4321                          STATION DESCRIPTION
 JU4321
 JU4321'DESCRIBED BY US ENGINEERS 1990
 JU4321'THE STATION IS LOCATED IN SURF CITY, IN A VACANT LOT AT THE WEST END
 JU4321'OF SCHODERER LANE.  TO REACH THE STATION FROM THE BOROUGH HALL AND
 JU4321'POST OFFICE AT SHIP BOTTOM GO 0.4 MI (0.6 KM) NORTHEAST ON LONG BEACH
 JU4321'BOULEVARD TO THE JUNCTION WITH STATE ROUTE 72 WESTBOUND, CONTINUE
 JU4321'NORTHEAST ON LONG BEACH BOULEVARD 0.6 MI (1.0 KM) TO NORTH 3RD
 JU4321'STREET, TURN LEFT AND GO WEST ON NORTH 3RD STREET TO BARNEGAT AVENUE,
 JU4321'CONTINUE WEST 0.4 MI (0.6 KM) ON NORTH 3RD STREET TO WHERE IT BECOMES
 JU4321'SCHODERER LANE, CONTINUE WEST TO THE END OF THE STREET AND THE
 JU4321'STATION ON THE RIGHT. THE STATION IS 25.O FT SOUTH OF THE BULKHEAD,
 JU4321'48.33 FT (14.73 M) NORTH NORTHEAST OF A PK NAIL IN POLE ACE T6016,
 JU4321'5.5 FT (1.7 M) NORTHEAST OF THE OUTSIDE EDGE OF A STORMWATER INLET,
 JU4321'1.8 FT (0.5 M) WEST OF A WITNESS POST AND 10 CM BELOW THE GROUND IN A
 JU4321'PVC PIPE. DESCRIPTION UPDATE 16JUN92 PER BMP.
 JU4321
 JU4321                          STATION RECOVERY (1995)
 JU4321
 JU4321'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU4321'RECOVERED AS DESCRIBED.
 JU4321
 JU4321                          STATION RECOVERY (1996)
 JU4321
 JU4321'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 JU4321'RECOVERED AS DESCRIBED.  THE STATION IS 35 FT (10.7 M) SOUTH OF THE
 JU4321'INSIDE ANGLE POINT OF THE WOODEN BULKHEAD, 48.5 FT (14.8 M) NORTHEAST
 JU4321'OF POLE NUMBER T-6016, 7 FT (2.1 M) NORTH OF AN INLET ON THE NORTHEAST
 JU4321'SIDE OF SCHODERER LANE.
 JU4321
 JU4321                          STATION RECOVERY (1996)
 JU4321
 JU4321'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 JU4321'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4323 ***********************************************************************
 JU4323  DESIGNATION -  NJGPS 35
 JU4323  PID         -  JU4323
 JU4323  STATE/COUNTY-  NJ/OCEAN
 JU4323  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU4323
 JU4323                         *CURRENT SURVEY CONTROL
 JU4323  ___________________________________________________________________
 JU4323* NAD 83(1996)-  39 46 09.36450(N)    074 06 00.92876(W)     ADJUSTED  
 JU4323* NAVD 88     -         9.1    (meters)      30.     (feet)  GPS OBS   
 JU4323  ___________________________________________________________________
 JU4323  X           -   1,344,876.541 (meters)                     COMP
 JU4323  Y           -  -4,721,306.464 (meters)                     COMP
 JU4323  Z           -   4,058,311.842 (meters)                     COMP
 JU4323  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 JU4323  ELLIP HEIGHT-         -24.28  (meters)          (10/23/02) GPS OBS
 JU4323  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JU4323
 JU4323  HORZ ORDER  -  FIRST
 JU4323  ELLP ORDER  -  FOURTH    CLASS I
 JU4323
 JU4323.The horizontal coordinates were established by GPS observations
 JU4323.and adjusted by the National Geodetic Survey in May 1999..
 JU4323
 JU4323.The orthometric height was determined by GPS observations and a
 JU4323.high-resolution geoid model.
 JU4323
 JU4323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4323
 JU4323.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4323
 JU4323.The ellipsoidal height was determined by GPS observations
 JU4323.and is referenced to NAD 83.
 JU4323
 JU4323.The geoid height was determined by GEOID03.
 JU4323
 JU4323;                    North         East     Units Scale Factor Converg.
 JU4323;SPC NJ       -   103,974.652   184,246.752   MT  0.99991443   +0 15 20.6
 JU4323;SPC NJ       -   341,123.50    604,482.89   sFT  0.99991443   +0 15 20.6
 JU4323;UTM  18      - 4,402,535.795   577,060.161   MT  0.99967311   +0 34 32.1
 JU4323
 JU4323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4323!SPC NJ       -   1.00000381  x   0.99991443  =   0.99991824
 JU4323!UTM  18      -   1.00000381  x   0.99967311  =   0.99967692
 JU4323
 JU4323:                Primary Azimuth Mark                     Grid Az
 JU4323:SPC NJ       -  NJGPS SOUTH                              215 16 45.0
 JU4323:UTM  18      -  NJGPS SOUTH                              214 57 33.5
 JU4323
 JU4323|---------------------------------------------------------------------|
 JU4323| PID    Reference Object                     Distance      Geod. Az  |
 JU4323|                                                           dddmmss.s |
 JU4323| JU4335 NJGPS SOUTH                         APPROX. 0.8 KM 2153205.6 |
 JU4323|---------------------------------------------------------------------|
 JU4323
 JU4323                          SUPERSEDED SURVEY CONTROL
 JU4323
 JU4323  ELLIP H (05/14/99)  -24.29   (m)                       GP(       ) 4 1
 JU4323  NAD 83(1986)-  39 46 09.35798(N)    074 06 00.92538(W) AD(       ) 1
 JU4323  ELLIP H (03/31/93)  -24.28   (m)                       GP(       ) 3 2
 JU4323
 JU4323.Superseded values are not recommended for survey control.
 JU4323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4323.See file dsdata.txt to determine how the superseded data were derived.
 JU4323
 JU4323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7706002536(NAD 83)
 JU4323_MARKER: DD = SURVEY DISK
 JU4323_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 JU4323_SP_SET: ALUMINUM ALLOY ROD
 JU4323_STAMPING: NJGPS 35
 JU4323_MARK LOGO: USE   
 JU4323_PROJECTION: FLUSH
 JU4323_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4323+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JU4323_ROD/PIPE-DEPTH: 7.6  meters
 JU4323
 JU4323  HISTORY     - Date     Condition        Report By
 JU4323  HISTORY     - 1990     MONUMENTED       USE
 JU4323
 JU4323                          STATION DESCRIPTION
 JU4323
 JU4323'DESCRIBED BY US ENGINEERS 1990
 JU4323'THE STATION IS LOCATED AT THE SOUTH END OF ISLAND BEACH STATE PARK, ON
 JU4323'THE NORTH SIDE OF BARNEGAT INLET.  TO REACH THE STATION FROM THE
 JU4323'JUNCTION OF ROUTE 37 AND CENTRAL AVENUE IN SEASIDE PARK, GO 2.8 MI
 JU4323'(4.5 KM) SOUTH ON CENTRAL AVENUE TO THE ENTRANCE TO ISLAND BEACH
 JU4323'STATE PARK, CONTINUE SOUTH 10.6 MI (17.1 KM) TO THE END OF ISLAND
 JU4323'BEACH THROUGH THE DUNE ROADS.  THE STATION IS OVERLOOKING THE WEST
 JU4323'END OF THE NORTH JETTY AND IS MARKED BY AN ORANGE WITNESS POST AND
 JU4323'THREE 4 BY 4 INCH POSTS WITH PK NAILS IN THE TOPS.  THE STATION IS
 JU4323'5.75 FT (1.75 M) NORTH OF THE SOUTH POST, 5.00 FT (1.52 M) WEST OF
 JU4323'THE EAST POST AND 4.48 FT (1.37 M) EAST OF THE WEST POST.
 JU4323'DESCRIPTION UPDATED 5JUN92 FROM INFO SUPPLIED BY JVS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4324 ***********************************************************************
 JU4324  DESIGNATION -  NJGPS 36
 JU4324  PID         -  JU4324
 JU4324  STATE/COUNTY-  NJ/OCEAN
 JU4324  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU4324
 JU4324                         *CURRENT SURVEY CONTROL
 JU4324  ___________________________________________________________________
 JU4324* NAD 83(1996)-  39 47 09.24827(N)    074 07 07.27947(W)     ADJUSTED  
 JU4324* NAVD 88     -         0.2    (meters)       1.     (feet)  GPS OBS   
 JU4324  ___________________________________________________________________
 JU4324  X           -   1,343,032.532 (meters)                     COMP
 JU4324  Y           -  -4,720,595.792 (meters)                     COMP
 JU4324  Z           -   4,059,725.653 (meters)                     COMP
 JU4324  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 JU4324  ELLIP HEIGHT-         -33.04  (meters)          (10/23/02) GPS OBS
 JU4324  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JU4324
 JU4324  HORZ ORDER  -  FIRST
 JU4324  ELLP ORDER  -  FOURTH    CLASS I
 JU4324
 JU4324.The horizontal coordinates were established by GPS observations
 JU4324.and adjusted by the National Geodetic Survey in May 1999..
 JU4324
 JU4324.The orthometric height was determined by GPS observations and a
 JU4324.high-resolution geoid model.
 JU4324
 JU4324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4324
 JU4324.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4324
 JU4324.The ellipsoidal height was determined by GPS observations
 JU4324.and is referenced to NAD 83.
 JU4324
 JU4324.The geoid height was determined by GEOID03.
 JU4324
 JU4324;                    North         East     Units Scale Factor Converg.
 JU4324;SPC NJ       -   105,814.512   182,659.882   MT  0.99991313   +0 14 38.4
 JU4324;SPC NJ       -   347,159.78    599,276.63   sFT  0.99991313   +0 14 38.4
 JU4324;UTM  18      - 4,404,366.322   575,463.429   MT  0.99967011   +0 33 50.4
 JU4324
 JU4324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4324!SPC NJ       -   1.00000518  x   0.99991313  =   0.99991831
 JU4324!UTM  18      -   1.00000518  x   0.99967011  =   0.99967529
 JU4324
 JU4324                          SUPERSEDED SURVEY CONTROL
 JU4324
 JU4324  ELLIP H (05/14/99)  -33.05   (m)                       GP(       ) 4 1
 JU4324  NAD 83(1986)-  39 47 09.24170(N)    074 07 07.27612(W) AD(       ) 1
 JU4324  ELLIP H (03/31/93)  -33.04   (m)                       GP(       ) 3 2
 JU4324
 JU4324.Superseded values are not recommended for survey control.
 JU4324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4324.See file dsdata.txt to determine how the superseded data were derived.
 JU4324
 JU4324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7546304366(NAD 83)
 JU4324_MARKER: DD = SURVEY DISK
 JU4324_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 JU4324_SP_SET: ALUMINUM ALLOY ROD
 JU4324_STAMPING: NJGPS 36
 JU4324_MARK LOGO: USE   
 JU4324_PROJECTION: FLUSH
 JU4324_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4324+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JU4324_ROD/PIPE-DEPTH: 7.6  meters
 JU4324
 JU4324  HISTORY     - Date     Condition        Report By
 JU4324  HISTORY     - 1990     MONUMENTED       USE
 JU4324
 JU4324                          STATION DESCRIPTION
 JU4324
 JU4324'DESCRIBED BY US ENGINEERS 1990
 JU4324'THE STATION IS MARKED BY AN ALUMINUM DISK ON AN ALUMINUM ROD ENCASED
 JU4324'IN A 4 INCH PVC PIPE.  THE STATION IS LOCATED JUST NORTHWEST OF
 JU4324'BARNEGAT INLET, IN THE ISLAND BEACH STATE PARK WILDLIFE REFUGE, ON
 JU4324'THE SOUTHWEST SIDE OF SEDGE ISLAND ALONG THE EAST BANK OF OYSTER
 JU4324'CREEK ACCESS CHANNEL.  THE STATION, WITNESSED BY THREE 4 BY 4 INCH
 JU4324'POSTS WITH PK NAILS IN THE TOPS, IS 6.7 FT (2.0 M) SOUTH OF THE NORTH
 JU4324'POST, 5.6 FT (1.7 M) NORTH OF THE SOUTH POST AND 6.2 FT (1.9 M) WEST
 JU4324'OF THE EAST POST.  A BOAT IS NEEDED TO REACH THE STATION.
 JU4324'DESCRIPTION UPDATE 5JUN92 PER INFO JVS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4325 ***********************************************************************
 JU4325  DESIGNATION -  NJGPS 37
 JU4325  PID         -  JU4325
 JU4325  STATE/COUNTY-  NJ/OCEAN
 JU4325  USGS QUAD   -  FORKED RIVER (1989)
 JU4325
 JU4325                         *CURRENT SURVEY CONTROL
 JU4325  ___________________________________________________________________
 JU4325* NAD 83(1996)-  39 49 22.50207(N)    074 09 37.71969(W)     ADJUSTED  
 JU4325* NAVD 88     -         0.7    (meters)       2.     (feet)  GPS OBS   
 JU4325  ___________________________________________________________________
 JU4325  X           -   1,338,871.195 (meters)                     COMP
 JU4325  Y           -  -4,719,043.419 (meters)                     COMP
 JU4325  Z           -   4,062,883.266 (meters)                     COMP
 JU4325  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 JU4325  ELLIP HEIGHT-         -32.51  (meters)          (10/23/02) GPS OBS
 JU4325  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JU4325
 JU4325  HORZ ORDER  -  FIRST
 JU4325  ELLP ORDER  -  FOURTH    CLASS I
 JU4325
 JU4325.The horizontal coordinates were established by GPS observations
 JU4325.and adjusted by the National Geodetic Survey in May 1999..
 JU4325
 JU4325.The orthometric height was determined by GPS observations and a
 JU4325.high-resolution geoid model.
 JU4325
 JU4325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4325
 JU4325.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4325
 JU4325.The ellipsoidal height was determined by GPS observations
 JU4325.and is referenced to NAD 83.
 JU4325
 JU4325.The geoid height was determined by GEOID03.
 JU4325
 JU4325;                    North         East     Units Scale Factor Converg.
 JU4325;SPC NJ       -   109,909.507   179,064.999   MT  0.99991040   +0 13 02.8
 JU4325;SPC NJ       -   360,594.77    587,482.42   sFT  0.99991040   +0 13 02.8
 JU4325;UTM  18      - 4,408,440.171   571,846.609   MT  0.99966355   +0 32 15.6
 JU4325
 JU4325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4325!SPC NJ       -   1.00000510  x   0.99991040  =   0.99991550
 JU4325!UTM  18      -   1.00000510  x   0.99966355  =   0.99966865
 JU4325
 JU4325                          SUPERSEDED SURVEY CONTROL
 JU4325
 JU4325  ELLIP H (05/14/99)  -32.53   (m)                       GP(       ) 4 1
 JU4325  NAD 83(1986)-  39 49 22.49635(N)    074 09 37.71775(W) AD(       ) 1
 JU4325  ELLIP H (03/31/93)  -32.47   (m)                       GP(       ) 3 2
 JU4325
 JU4325.Superseded values are not recommended for survey control.
 JU4325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4325.See file dsdata.txt to determine how the superseded data were derived.
 JU4325
 JU4325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7184708440(NAD 83)
 JU4325_MARKER: DD = SURVEY DISK
 JU4325_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 JU4325_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 JU4325_STAMPING: NJGPS 37
 JU4325_MARK LOGO: USE   
 JU4325_PROJECTION: FLUSH
 JU4325_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU4325+STABILITY: POSITION/ELEVATION WELL
 JU4325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4325+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2005
 JU4325_ROD/PIPE-DEPTH: 6.09 meters
 JU4325_SLEEVE-DEPTH  : 1.22 meters
 JU4325
 JU4325  HISTORY     - Date     Condition        Report By
 JU4325  HISTORY     - 1990     MONUMENTED       USE
 JU4325  HISTORY     - 20051103 GOOD             TWT
 JU4325
 JU4325                          STATION DESCRIPTION
 JU4325
 JU4325'DESCRIBED BY US ENGINEERS 1990
 JU4325'THE STATION, IS LOCATED IN LACEY TOWNSHIP, ON THE WESTERN SHORE OF
 JU4325'BARNEGAT BAY, ON THE SOUTH POINT OF LAND AT THE MOUTH OF FORKED
 JU4325'RIVER, ON PROPERTY BELIEVED OWNED BY LACEY TOWNSHIP OR THE BOROUGH OF
 JU4325'FORKED RIVER BEACH.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 JU4325'ROUTE 9, MAIN STREET, AND COUNTY ROAD 614, LACEY ROAD, IN FORKED
 JU4325'RIVER, GO 1.2 MI (1.9 KM) SOUTHWEST ON ROUTE 9 TO BEACH BOULEVARD,
 JU4325'TURN RIGHT AND GO ABOUT 2.4 MI (3.9 KM) EAST ON BEACH BOULEVARD TO
 JU4325'HOUSE NUMBER 1600 AND A DRIVE LEADING TO THE PLAY AREA ON THE POINT
 JU4325'OF LAND.  THE STATION IS SET NORTHEAST OF TWO SWING SETS AND A
 JU4325'BASKETBALL COURT, 137.4 FT (41.9 M) EAST OF THE NORTHWEST SUPPORT OF
 JU4325'THE MIDDLE SWING SET, 146.52 FT (44.66 M) NORTH NORTHEAST OF THE
 JU4325'NORTHWEST SUPPORT OF THE EAST SWING SET, 168.90 FT (51.48 M) EAST
 JU4325'SOUTHEAST OF THE NORTHEAST BASKETBALL SUPPORT.  THE STATION IS SET IN
 JU4325'A 4 INCH CAPPED PVC PIPE.
 JU4325
 JU4325                          STATION RECOVERY (2005)
 JU4325
 JU4325'RECOVERY NOTE BY TWT CONS ENG 2005 (JK)
 JU4325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4326 ***********************************************************************
 JU4326  DESIGNATION -  NJGPS 38
 JU4326  PID         -  JU4326
 JU4326  STATE/COUNTY-  NJ/OCEAN
 JU4326  USGS QUAD   -  FORKED RIVER (1989)
 JU4326
 JU4326                         *CURRENT SURVEY CONTROL
 JU4326  ___________________________________________________________________
 JU4326* NAD 83(1996)-  39 50 27.84855(N)    074 08 47.94970(W)     ADJUSTED  
 JU4326* NAVD 88     -         1.7    (meters)       6.     (feet)  GPS OBS   
 JU4326  ___________________________________________________________________
 JU4326  X           -   1,339,657.384 (meters)                     COMP
 JU4326  Y           -  -4,717,479.146 (meters)                     COMP
 JU4326  Z           -   4,064,431.618 (meters)                     COMP
 JU4326  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 JU4326  ELLIP HEIGHT-         -31.47  (meters)          (10/23/02) GPS OBS
 JU4326  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JU4326
 JU4326  HORZ ORDER  -  FIRST
 JU4326  ELLP ORDER  -  FOURTH    CLASS I
 JU4326
 JU4326.The horizontal coordinates were established by GPS observations
 JU4326.and adjusted by the National Geodetic Survey in May 1999..
 JU4326
 JU4326.The orthometric height was determined by GPS observations and a
 JU4326.high-resolution geoid model.
 JU4326
 JU4326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4326
 JU4326.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4326
 JU4326.The ellipsoidal height was determined by GPS observations
 JU4326.and is referenced to NAD 83.
 JU4326
 JU4326.The geoid height was determined by GEOID03.
 JU4326
 JU4326;                    North         East     Units Scale Factor Converg.
 JU4326;SPC NJ       -   111,929.315   180,240.537   MT  0.99991125   +0 13 35.0
 JU4326;SPC NJ       -   367,221.43    591,339.16   sFT  0.99991125   +0 13 35.0
 JU4326;UTM  18      - 4,410,466.020   573,010.552   MT  0.99966562   +0 32 48.2
 JU4326
 JU4326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4326!SPC NJ       -   1.00000494  x   0.99991125  =   0.99991619
 JU4326!UTM  18      -   1.00000494  x   0.99966562  =   0.99967056
 JU4326
 JU4326                          SUPERSEDED SURVEY CONTROL
 JU4326
 JU4326  ELLIP H (05/14/99)  -31.49   (m)                       GP(       ) 4 1
 JU4326  NAD 83(1986)-  39 50 27.84337(N)    074 08 47.94879(W) AD(       ) 1
 JU4326  ELLIP H (03/31/93)  -31.45   (m)                       GP(       ) 3 2
 JU4326
 JU4326.Superseded values are not recommended for survey control.
 JU4326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4326.See file dsdata.txt to determine how the superseded data were derived.
 JU4326
 JU4326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7301110466(NAD 83)
 JU4326_MARKER: DD = SURVEY DISK
 JU4326_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4326_SP_SET: DRILL HOLE IN CONCRETE CURB
 JU4326_STAMPING: NJGPS 38
 JU4326_MARK LOGO: USE   
 JU4326_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4326+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JU4326
 JU4326  HISTORY     - Date     Condition        Report By
 JU4326  HISTORY     - 1990     MONUMENTED       USE
 JU4326
 JU4326                          STATION DESCRIPTION
 JU4326
 JU4326'DESCRIBED BY US ENGINEERS 1990
 JU4326'THE STATION IS LOCATED IN LACEY TOWNSHIP, ON THE WESTERN SHORE OF
 JU4326'BARNEGAT BAY, AT THE NORTH END OF A STREET RUNNING NORTH AND SOUTH,
 JU4326'NO NAME, IN THE NEW HOUSING DEVELOPMENT, THE SANCTUARY, EAST OF SPAR
 JU4326'DRIVE AND 0.4 MI (0.6 KM) NORTH OF THE EAST END OF SUNRISE BOULEVARD
 JU4326'IN SUNRISE BEACH.  THE STATION IS JUST NORTH OF A CATCH BASIN ON THE
 JU4326'EAST SIDE OF THE CUL DE SAC, IN FRONT OF A N.J.BELL CO. UTILITY BOX
 JU4326'NO 1171, AT THE NORTH END OF THE NO NAME STREET.  TO REACH THE
 JU4326'STATION FROM THE JUNCTION OF U.S. HIGHWAY 9 AND LACY ROAD, COUNTY
 JU4326'ROAD 614, IN FORKED RIVER, GO 0.8 KM (0.5 MI) NORTH NORTHEAST ON U.S.
 JU4326'HIGHWAY 9 TO THE JUNCTION WITH SUNRISE BOULEVARD, TURN RIGHT AND GO
 JU4326'2.1 MI (3.4 KM) EAST ON SUNRISE BOULEVARD TO THE END AT SPAR DRIVE ON
 JU4326'THE LEFT, CONTINUE 0.08 KM (0.05 MI) EAST INTO THE HOUSING
 JU4326'DEVELOPMENT TO THE FIRST STREET ON THE LEFT, TURN NORTH ON THE
 JU4326'STREET, AND GO ABOUT 0.4 MI (0.6 KM) TO THE CUL DE SAC AND THE
 JU4326'STATION, IN THE CURB, ON THE RIGHT.  THE STATION IS 22.2 M (72.8 FT)
 JU4326'SOUTH SOUTHEAST OF THE HYDRANT, 3.9 M (12.8 FT) NORTH NORTHEAST OF THE
 JU4326'ELECTRICAL SERVICE BOX, NUMBER 1171 AND 12.0 M (39.4 FT) SOUTHEAST OF
 JU4326'THE CENTER OF THE CUL DE SAC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4327 ***********************************************************************
 JU4327  DESIGNATION -  NJGPS 39
 JU4327  PID         -  JU4327
 JU4327  STATE/COUNTY-  NJ/OCEAN
 JU4327  USGS QUAD   -  FORKED RIVER (1989)
 JU4327
 JU4327                         *CURRENT SURVEY CONTROL
 JU4327  ___________________________________________________________________
 JU4327* NAD 83(1996)-  39 51 22.53037(N)    074 07 52.65345(W)     ADJUSTED  
 JU4327* NAVD 88     -         1.6    (meters)       5.     (feet)  GPS OBS   
 JU4327  ___________________________________________________________________
 JU4327  X           -   1,340,626.512 (meters)                     COMP
 JU4327  Y           -  -4,716,080.310 (meters)                     COMP
 JU4327  Z           -   4,065,726.350 (meters)                     COMP
 JU4327  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 JU4327  ELLIP HEIGHT-         -31.56  (meters)          (10/23/02) GPS OBS
 JU4327  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JU4327
 JU4327  HORZ ORDER  -  FIRST
 JU4327  ELLP ORDER  -  FOURTH    CLASS I
 JU4327
 JU4327.The horizontal coordinates were established by GPS observations
 JU4327.and adjusted by the National Geodetic Survey in May 1999..
 JU4327
 JU4327.The orthometric height was determined by GPS observations and a
 JU4327.high-resolution geoid model.
 JU4327
 JU4327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4327
 JU4327.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4327
 JU4327.The ellipsoidal height was determined by GPS observations
 JU4327.and is referenced to NAD 83.
 JU4327
 JU4327.The geoid height was determined by GEOID03.
 JU4327
 JU4327;                    North         East     Units Scale Factor Converg.
 JU4327;SPC NJ       -   113,620.965   181,548.148   MT  0.99991225   +0 14 10.7
 JU4327;SPC NJ       -   372,771.45    595,629.22   sFT  0.99991225   +0 14 10.7
 JU4327;UTM  18      - 4,412,164.539   574,308.365   MT  0.99966798   +0 33 24.3
 JU4327
 JU4327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4327!SPC NJ       -   1.00000495  x   0.99991225  =   0.99991720
 JU4327!UTM  18      -   1.00000495  x   0.99966798  =   0.99967293
 JU4327
 JU4327                          SUPERSEDED SURVEY CONTROL
 JU4327
 JU4327  ELLIP H (05/14/99)  -31.58   (m)                       GP(       ) 4 1
 JU4327  NAD 83(1986)-  39 51 22.52625(N)    074 07 52.65350(W) AD(       ) 1
 JU4327  ELLIP H (03/31/93)  -31.54   (m)                       GP(       ) 3 2
 JU4327
 JU4327.Superseded values are not recommended for survey control.
 JU4327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4327.See file dsdata.txt to determine how the superseded data were derived.
 JU4327
 JU4327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7430812165(NAD 83)
 JU4327_MARKER: DD = SURVEY DISK
 JU4327_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4327_SP_SET: CONCRETE CURB
 JU4327_STAMPING: NJGPS 39
 JU4327_MARK LOGO: USE   
 JU4327_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4327+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1993
 JU4327
 JU4327  HISTORY     - Date     Condition        Report By
 JU4327  HISTORY     - 1990     MONUMENTED       USE
 JU4327  HISTORY     - 19930303 GOOD             NJHA
 JU4327
 JU4327                          STATION DESCRIPTION
 JU4327
 JU4327'DESCRIBED BY US ENGINEERS 1990
 JU4327'THE STATION IS LOCATED IN THE LACEY TOWNSHIP, SET IN THE EAST CONCRETE
 JU4327'CURB OF LAUREL BOULEVARD, ABOUT 100 M (328.1 FT) SOUTH OF HOUSE
 JU4327'NUMBER 1320, ON THE WEST SIDE OF BARNEGAT BAY, IN THE LAUREL HARBOR
 JU4327'HOUSING DEVELOPMENT, IN THE SHEPARDS COVE SUBDIVISION.  TO REACH THE
 JU4327'STATION FROM THE JUNCTION OF U.S. HIGHWAY 9 AND LACY ROAD, COUNTY
 JU4327'ROAD 614, IN FORKED RIVER, PROCEED 2.8 KM (1.7 MI) NORTH NORTHEAST ON
 JU4327'HIGHWAY 9 TO ITS JUNCTION WITH LAUREL BOULEVARD, TURN RIGHT AND GO
 JU4327'4.16 KM (2.58 MI) EAST THEN SOUTH ON LAUREL BOULEVARD TO THE STATION
 JU4327'ON THE LEFT, ON THE EASTERN EDGE OF THE SHORE.  THE STATION IS 39.2 M
 JU4327'(128.6 FT) SOUTHWEST OF LIGHT POLE NUMBER 845, 27.2 M (89.2 FT)
 JU4327'NORTHEAST OF LIGHT POLE NUMBER 846, 19.2 M (63.0 FT) SOUTHEAST OF AN
 JU4327'ELECTRICAL JUNCTION BOX NUMBER PAD 2605 A AND FLUSH IN THE CURB.
 JU4327
 JU4327                          STATION RECOVERY (1993)
 JU4327
 JU4327'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 JU4327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU2836 ***********************************************************************
 HU2836  DESIGNATION -  NJGPS 4
 HU2836  PID         -  HU2836
 HU2836  STATE/COUNTY-  NJ/CAPE MAY
 HU2836  USGS QUAD   -  CAPE MAY (1972)
 HU2836
 HU2836                         *CURRENT SURVEY CONTROL
 HU2836  ___________________________________________________________________
 HU2836* NAD 83(1996)-  38 57 16.45491(N)    074 54 18.32389(W)     ADJUSTED  
 HU2836* NAVD 88     -        17.087  (meters)      56.06   (feet)  ADJUSTED  
 HU2836  ___________________________________________________________________
 HU2836  X           -   1,293,365.852 (meters)                     COMP
 HU2836  Y           -  -4,795,120.610 (meters)                     COMP
 HU2836  Z           -   3,988,384.817 (meters)                     COMP
 HU2836  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 HU2836  ELLIP HEIGHT-         -18.37  (meters)          (10/23/02) GPS OBS
 HU2836  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 HU2836  DYNAMIC HT  -          17.077 (meters)      56.03  (feet)  COMP
 HU2836  MODELED GRAV-     980,049.1   (mgal)                       NAVD 88
 HU2836
 HU2836  HORZ ORDER  -  FIRST
 HU2836  VERT ORDER  -  FIRST     CLASS II
 HU2836  ELLP ORDER  -  FOURTH    CLASS I
 HU2836
 HU2836.The horizontal coordinates were established by GPS observations
 HU2836.and adjusted by the National Geodetic Survey in May 1999..
 HU2836
 HU2836.The orthometric height was determined by differential leveling
 HU2836.and adjusted by the National Geodetic Survey in September 1996..
 HU2836
 HU2836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2836
 HU2836.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2836
 HU2836.The ellipsoidal height was determined by GPS observations
 HU2836.and is referenced to NAD 83.
 HU2836
 HU2836.The geoid height was determined by GEOID03.
 HU2836
 HU2836.The dynamic height is computed by dividing the NAVD 88
 HU2836.geopotential number by the normal gravity value computed on the
 HU2836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2836.degrees latitude (g = 980.6199 gals.).
 HU2836
 HU2836.The modeled gravity was interpolated from observed gravity values.
 HU2836
 HU2836;                    North         East     Units Scale Factor Converg.
 HU2836;SPC NJ       -    13,535.680   114,889.533   MT  0.99991517   -0 15 16.9
 HU2836;SPC NJ       -    44,408.31    376,933.41   sFT  0.99991517   -0 15 16.9
 HU2836;UTM  18      - 4,311,739.559   508,223.680   MT  0.99960083   +0 03 34.8
 HU2836
 HU2836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2836!SPC NJ       -   1.00000288  x   0.99991517  =   0.99991805
 HU2836!UTM  18      -   1.00000288  x   0.99960083  =   0.99960371
 HU2836
 HU2836                          SUPERSEDED SURVEY CONTROL
 HU2836
 HU2836  ELLIP H (05/14/99)  -18.38   (m)                       GP(       ) 4 1
 HU2836  NAD 83(1991)-  38 57 16.45428(N)    074 54 18.32338(W) AD(       ) 1
 HU2836  ELLIP H (03/31/93)  -18.45   (m)                       GP(       ) 3 2
 HU2836
 HU2836.Superseded values are not recommended for survey control.
 HU2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2836.See file dsdata.txt to determine how the superseded data were derived.
 HU2836
 HU2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0822411740(NAD 83)
 HU2836_MARKER: Z = SEE DESCRIPTION
 HU2836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2836_SP_SET: CONCRETE POST
 HU2836_MARK LOGO: NONE  
 HU2836_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2836+STABILITY: SURFACE MOTION
 HU2836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2836+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2003
 HU2836
 HU2836  HISTORY     - Date     Condition        Report By
 HU2836  HISTORY     - 1990     MONUMENTED       USE
 HU2836  HISTORY     - 19930216 GOOD             NJHA
 HU2836  HISTORY     - 19950705 GOOD             NJGS
 HU2836  HISTORY     - 20030424 GOOD             NJGS
 HU2836
 HU2836                          STATION DESCRIPTION
 HU2836
 HU2836'DESCRIBED BY US ENGINEERS 1990
 HU2836'THE STATION IS LOCATED IN LOWER TOWNSHIP, ON THE EAST SIDE OF OF A
 HU2836'HIGH LEVEL BRIDGE SPANNING THE CAPE MAY CANAL AT THE SOUTHERLY
 HU2836'TERMINUS OF THE GARDEN STATE PARKWAY.  TO REACH THE STATION FROM THE
 HU2836'0.0 MILE MARKER OF THE GARDEN STATE PARKWAY, GO 0.5 MI (0.8 KM) SOUTH
 HU2836'TOWARDS CAPE MAY TO THE STATION ON THE LEFT, ABOUT 77 FT (23.5 M)
 HU2836'NORTH OF THE CENTER OF THE BRIDGE, BETWEEN THE 7TH AND 8TH POST OF A
 HU2836'METAL GUARD RAIL NORTH OF THE NORTH BRIDGE ABUTMENT, 27.72 FT
 HU2836'(8.45 M) SOUTH SOUTHWEST OF A PK NAIL IN POLE NUMBER W26313, 6.52 FT
 HU2836'(1.99 M) SOUTH SOUTHWEST OF A CROSS CUT IN THE CURBLINE, 2.7 FT
 HU2836'(0.8 M) SOUTH OF ANOTHER CROSS CUT IN THE CURB. THE STATION IS A
 HU2836'BRONZE 1 INCH PIN SET IN THE TOP OF A 0.5 FT (0.2 M) BY 0.5 FT
 HU2836'(0.2 M) CONCRETE POST.
 HU2836
 HU2836                          STATION RECOVERY (1993)
 HU2836
 HU2836'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 HU2836'RECOVERED IN GOOD CONDITION.
 HU2836
 HU2836                          STATION RECOVERY (1995)
 HU2836
 HU2836'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 HU2836'THE STATION MARK THAT WAS FOUND AT THIS LOCATION WAS A 1 INCH BRONZE
 HU2836'PIN IN A SQUARE MONUMENT AS REPORTED IN THE STATION DESCRIPTION TEXT
 HU2836'SUBMITTED BY THE CORPS OF ENGINEERS.  THE STATION IS LOCATED 2 FT (0.6
 HU2836'M) SOUTHEAST OF THE FACE OF THE GUIDE RAIL, 0.5 FT (15.2 CM) WEST OF A
 HU2836'CARSONITE CORPS OF ENGINEER WITNESS POST, 2.7 FT (0.8 M) SOUTH OF A
 HU2836'CROSS CUT IN THE CURB, 27.7 FT (8.4 M) SOUTH SOUTHWEST OF A PK NAIL IN
 HU2836'POLE NUMBER W26313 AND FLUSH WITH THE GROUND.
 HU2836
 HU2836                          STATION RECOVERY (2003)
 HU2836
 HU2836'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 HU2836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4328 ***********************************************************************
 JU4328  DESIGNATION -  NJGPS 40
 JU4328  PID         -  JU4328
 JU4328  STATE/COUNTY-  NJ/OCEAN
 JU4328  USGS QUAD   -  SEASIDE PARK (1989)
 JU4328
 JU4328                         *CURRENT SURVEY CONTROL
 JU4328  ___________________________________________________________________
 JU4328* NAD 83(1996)-  39 55 16.04397(N)    074 06 27.34411(W)     ADJUSTED  
 JU4328* NAVD 88     -         0.7    (meters)       2.     (feet)  GPS OBS   
 JU4328  ___________________________________________________________________
 JU4328  X           -   1,341,312.009 (meters)                     COMP
 JU4328  Y           -  -4,711,082.667 (meters)                     COMP
 JU4328  Z           -   4,071,251.897 (meters)                     COMP
 JU4328  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 JU4328  ELLIP HEIGHT-         -32.41  (meters)          (10/23/02) GPS OBS
 JU4328  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU4328
 JU4328  HORZ ORDER  -  FIRST
 JU4328  ELLP ORDER  -  FOURTH    CLASS I
 JU4328
 JU4328.The horizontal coordinates were established by GPS observations
 JU4328.and adjusted by the National Geodetic Survey in May 1999..
 JU4328
 JU4328.The orthometric height was determined by GPS observations and a
 JU4328.high-resolution geoid model.
 JU4328
 JU4328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4328
 JU4328.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4328
 JU4328.The ellipsoidal height was determined by GPS observations
 JU4328.and is referenced to NAD 83.
 JU4328
 JU4328.The geoid height was determined by GEOID03.
 JU4328
 JU4328;                    North         East     Units Scale Factor Converg.
 JU4328;SPC NJ       -   120,831.016   183,544.142   MT  0.99991385   +0 15 06.6
 JU4328;SPC NJ       -   396,426.42    602,177.74   sFT  0.99991385   +0 15 06.6
 JU4328;UTM  18      - 4,419,383.892   576,263.498   MT  0.99967160   +0 34 21.8
 JU4328
 JU4328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4328!SPC NJ       -   1.00000508  x   0.99991385  =   0.99991893
 JU4328!UTM  18      -   1.00000508  x   0.99967160  =   0.99967668
 JU4328
 JU4328                          SUPERSEDED SURVEY CONTROL
 JU4328
 JU4328  ELLIP H (05/14/99)  -32.43   (m)                       GP(       ) 4 1
 JU4328  NAD 83(1986)-  39 55 16.04091(N)    074 06 27.34486(W) AD(       ) 1
 JU4328  ELLIP H (03/31/93)  -32.37   (m)                       GP(       ) 3 2
 JU4328
 JU4328.Superseded values are not recommended for survey control.
 JU4328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4328.See file dsdata.txt to determine how the superseded data were derived.
 JU4328
 JU4328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7626319384(NAD 83)
 JU4328_MARKER: DD = SURVEY DISK
 JU4328_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JU4328+WITH SETTING: INFORMATION.
 JU4328_SP_SET: METAL ROD DRIVEN INTO GROUND
 JU4328_STAMPING: NJGPS 40
 JU4328_MARK LOGO: USE   
 JU4328_PROJECTION: FLUSH
 JU4328_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4328+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JU4328_ROD/PIPE-DEPTH: 1    meters
 JU4328
 JU4328  HISTORY     - Date     Condition        Report By
 JU4328  HISTORY     - 1990     MONUMENTED       USE
 JU4328
 JU4328                          STATION DESCRIPTION
 JU4328
 JU4328'DESCRIBED BY US ENGINEERS 1990
 JU4328'THE STATION, A DRIVE TYPE MONUMENT, IS LOCATED IN BERKELEY TOWNSHIP,
 JU4328'ON THE WESTERN SHORE OF BARNEGAT BAY, ON GOOD LUCK POINT, IN THE REAR
 JU4328'YARD OF NUMBER 40 GOOD LUCK ROAD.  THE DWELLING IS A SMALL WHITE
 JU4328'BUNGALOW, WITH AN OUTBUILDING LABELED OTTOS SHACK. TO REACH THE
 JU4328'STATION FROM THE JUG HANDLE JUNCTION OF U.S.HIGHWAY 9 AND OCEAN GATE
 JU4328'DRIVE, COUNTY ROAD 625, GO 1.76 KM (1.09 MI) NORTH ON OCEAN GATE
 JU4328'DRIVE TO THE JUNCTION WITH BAY VIEW DRIVE, COUNTY ROAD 617, TURN
 JU4328'RIGHT AND GO 2.88 KM (1.79 MI) EAST ON BAY VIEW AVENUE TO THE
 JU4328'JUNCTION WITH DORRANCE DRIVE, TURN LEFT AND GO 0.48 KM (0.30 MI) EAST
 JU4328'ON DORRANCE DRIVE TO THE JUNCTION WITH GOOD LUCK ROAD, TURN RIGHT AND
 JU4328'GO 0.16 KM (0.10 MI) SOUTH ON GOOD LUCK ROAD TO HOUSE NUMBER 40 AND
 JU4328'THE STATION ON THE LEFT.  THE STATION IS 12.35 M (40.52 FT) SOUTH OF
 JU4328'THE SOUTHEAST CORNER OF THE 1.5 STORY FRAME HOUSE, 8.9 M (29.2 FT)
 JU4328'NORTHEAST OF THE CORNER OF THE GARAGE, 3.7 M (12.1 FT) NORTHWEST OF
 JU4328'THE SOUTHEAST CORNER OF THE WOODEN BULKHEAD, 5.9 M (19.4 FT)
 JU4328'NORTHEAST OF THE NORTHWEST CORNER OF THE WOODEN BULKHEAD 7.65 M
 JU4328'(25.10 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE PAD AND
 JU4328'29.15 M (95.64 FT) EAST OF THE CENTERLINE OF GOOD LUCK ROAD, SET IN A
 JU4328'PVC PIPE IN THE YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4329 ***********************************************************************
 JU4329  DESIGNATION -  NJGPS 41
 JU4329  PID         -  JU4329
 JU4329  STATE/COUNTY-  NJ/OCEAN
 JU4329  USGS QUAD   -  SEASIDE PARK (1989)
 JU4329
 JU4329                         *CURRENT SURVEY CONTROL
 JU4329  ___________________________________________________________________
 JU4329* NAD 83(1996)-  39 59 20.56685(N)    074 06 47.83620(W)     ADJUSTED  
 JU4329* NAVD 88     -         0.5    (meters)       2.     (feet)  GPS OBS   
 JU4329  ___________________________________________________________________
 JU4329  X           -   1,339,518.172 (meters)                     COMP
 JU4329  Y           -  -4,706,557.575 (meters)                     COMP
 JU4329  Z           -   4,077,032.871 (meters)                     COMP
 JU4329  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 JU4329  ELLIP HEIGHT-         -32.58  (meters)          (10/23/02) GPS OBS
 JU4329  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JU4329
 JU4329  HORZ ORDER  -  FIRST
 JU4329  ELLP ORDER  -  FOURTH    CLASS I
 JU4329
 JU4329.The horizontal coordinates were established by GPS observations
 JU4329.and adjusted by the National Geodetic Survey in May 1999..
 JU4329
 JU4329.The orthometric height was determined by GPS observations and a
 JU4329.high-resolution geoid model.
 JU4329
 JU4329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4329
 JU4329.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4329
 JU4329.The ellipsoidal height was determined by GPS observations
 JU4329.and is referenced to NAD 83.
 JU4329
 JU4329.The geoid height was determined by GEOID03.
 JU4329
 JU4329;                    North         East     Units Scale Factor Converg.
 JU4329;SPC NJ       -   128,369.918   183,024.861   MT  0.99991342   +0 14 54.7
 JU4329;SPC NJ       -   421,160.31    600,474.06   sFT  0.99991342   +0 14 54.7
 JU4329;UTM  18      - 4,426,917.937   575,702.109   MT  0.99967055   +0 34 11.5
 JU4329
 JU4329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4329!SPC NJ       -   1.00000511  x   0.99991342  =   0.99991853
 JU4329!UTM  18      -   1.00000511  x   0.99967055  =   0.99967566
 JU4329
 JU4329                          SUPERSEDED SURVEY CONTROL
 JU4329
 JU4329  ELLIP H (05/14/99)  -32.60   (m)                       GP(       ) 4 1
 JU4329  NAD 83(1986)-  39 59 20.56599(N)    074 06 47.83879(W) AD(       ) 1
 JU4329  ELLIP H (03/31/93)  -32.47   (m)                       GP(       ) 3 2
 JU4329
 JU4329.Superseded values are not recommended for survey control.
 JU4329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4329.See file dsdata.txt to determine how the superseded data were derived.
 JU4329
 JU4329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7570226918(NAD 83)
 JU4329_MARKER: DD = SURVEY DISK
 JU4329_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JU4329+WITH SETTING: INFORMATION.
 JU4329_SP_SET: METAL ROD DRIVEN INTO GROUND
 JU4329_STAMPING: NJGPS 41 91
 JU4329_MARK LOGO: USE   
 JU4329_PROJECTION: PROJECTING 10 CENTIMETERS
 JU4329_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4329+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JU4329_ROD/PIPE-DEPTH: 2    meters
 JU4329
 JU4329  HISTORY     - Date     Condition        Report By
 JU4329  HISTORY     - 1990     MONUMENTED       USE
 JU4329
 JU4329                          STATION DESCRIPTION
 JU4329
 JU4329'DESCRIBED BY US ENGINEERS 1990
 JU4329'THE STATION IS A BREAK AWAY ROD, LOCATED IN DOVER TOWNSHIP, IN THE
 JU4329'CATTUS ISLAND COUNTY PARK.  TO REACH THE STATION FROM THE
 JU4329'INTERSECTION OF BAY AVENUE, COUNTY ROAD 571, AND FISHER BOULEVARD,
 JU4329'COUNTY ROAD 549 SPUR, PROCEED 1.12 KM (0.70 MI) NORTHWEST ON FISHER
 JU4329'BOULEVARD TO CATTUS ISLAND BOULEVARD, TURN RIGHT AND GO 0.05 KM
 JU4329'(0.03 MI) TO THE PARK ENTRANCE ON THE LEFT, TURN LEFT AND FOLLOW THE
 JU4329'PAVED PARK ROAD FOR 0.5 KM (0.3 MI)  THROUGH THE PARK TO A SIGN
 JU4329'MARKED NO VEHICLES BEYOND THIS POINT AT A GATE, GO STRAIGHT THROUGH
 JU4329'THE GATE FOR 0.16 KM (0.10 MI) TO THE END OF THE PAVED PORTION OF THE
 JU4329'ROAD AND THE COOPER ENVIRONMENTAL CENTER ON THE RIGHT, CONTINUE 0.72
 JU4329'KM (0.45 MI) NORTHEAST ON THE SAND DIRT ROAD TO THE END OF THE ROAD
 JU4329'AND A FOOT PATH TO THE SOUTHEAST, PACK SOUTH SOUTHEAST ALONG THE
 JU4329'CLEARED AND FLAGGED TRAIL FOR ABOUT 20 MINUTES TO THE SOUTHEAST EDGE
 JU4329'OF LAND AND THE STATION ON THE EDGE OF THE BANK.  THE STATION IS
 JU4329'ABOUT 100 M (328.1 FT) SOUTH OF AN AREA LABLED BY THE PARK AS WIDGEON
 JU4329'BEACH, 9.9 M (32.5 FT) EAST OF A PK NAIL IN A 4 INCH BY 4 INCH POST,
 JU4329'5.45 M (17.88 FT) NORTH OF ANOTHER 4 INCH BY 4 INCH POST, 5.4 M
 JU4329'(17.7 FT) SOUTH OF ANOTHER 4 INCH BY 4 INCH POST, 5.7 M (18.7 FT)
 JU4329'WEST OF THE SHORELINE AND SET IN A PVC PIPE PROJECTING 0.6 M (2.0 FT)
 JU4329'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6762 ***********************************************************************
 KV6762  DESIGNATION -  NJGPS 42
 KV6762  PID         -  KV6762
 KV6762  STATE/COUNTY-  NJ/OCEAN
 KV6762  USGS QUAD   -  POINT PLEASANT (1989)
 KV6762
 KV6762                         *CURRENT SURVEY CONTROL
 KV6762  ___________________________________________________________________
 KV6762* NAD 83(1996)-  40 00 47.25302(N)    074 05 07.43540(W)     ADJUSTED  
 KV6762* NAVD 88     -         0.5    (meters)       2.     (feet)  GPS OBS   
 KV6762  ___________________________________________________________________
 KV6762  X           -   1,341,337.723 (meters)                     COMP
 KV6762  Y           -  -4,704,252.298 (meters)                     COMP
 KV6762  Z           -   4,079,081.014 (meters)                     COMP
 KV6762  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 KV6762  ELLIP HEIGHT-         -32.51  (meters)          (10/23/02) GPS OBS
 KV6762  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV6762
 KV6762  HORZ ORDER  -  FIRST
 KV6762  ELLP ORDER  -  FOURTH    CLASS I
 KV6762
 KV6762.The horizontal coordinates were established by GPS observations
 KV6762.and adjusted by the National Geodetic Survey in May 1999..
 KV6762
 KV6762.The orthometric height was determined by GPS observations and a
 KV6762.high-resolution geoid model.
 KV6762
 KV6762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6762
 KV6762.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6762
 KV6762.The ellipsoidal height was determined by GPS observations
 KV6762.and is referenced to NAD 83.
 KV6762
 KV6762.The geoid height was determined by GEOID03.
 KV6762
 KV6762;                    North         East     Units Scale Factor Converg.
 KV6762;SPC NJ       -   131,054.025   185,394.137   MT  0.99991542   +0 15 59.7
 KV6762;SPC NJ       -   429,966.41    608,247.26   sFT  0.99991542   +0 15 59.7
 KV6762;UTM  18      - 4,429,614.641   578,055.722   MT  0.99967500   +0 35 17.1
 KV6762
 KV6762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6762!SPC NJ       -   1.00000510  x   0.99991542  =   0.99992052
 KV6762!UTM  18      -   1.00000510  x   0.99967500  =   0.99968010
 KV6762
 KV6762                          SUPERSEDED SURVEY CONTROL
 KV6762
 KV6762  ELLIP H (05/14/99)  -32.53   (m)                       GP(       ) 4 1
 KV6762  NAD 83(1986)-  40 00 47.25268(N)    074 05 07.43942(W) AD(       ) 1
 KV6762  ELLIP H (03/31/93)  -32.41   (m)                       GP(       ) 3 2
 KV6762
 KV6762.Superseded values are not recommended for survey control.
 KV6762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6762.See file dsdata.txt to determine how the superseded data were derived.
 KV6762
 KV6762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7805629615(NAD 83)
 KV6762_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV6762_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV6762_SP_SET: STAINLESS STEEL ROD
 KV6762_MARK LOGO: USE   
 KV6762_PROJECTION: PROJECTING 1 CENTIMETERS
 KV6762_MAGNETIC: I = MARKER IS A STEEL ROD
 KV6762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6762+SATELLITE: SATELLITE OBSERVATIONS - December 19, 1990
 KV6762_ROD/PIPE-DEPTH: 2    meters
 KV6762
 KV6762  HISTORY     - Date     Condition        Report By
 KV6762  HISTORY     - 1991     MONUMENTED       USE
 KV6762  HISTORY     - 19901219 GOOD
 KV6762
 KV6762                          STATION DESCRIPTION
 KV6762
 KV6762'DESCRIBED BY US ENGINEERS 1991
 KV6762'THE STATION IS LOCATED IN BRICK TOWNSHIP, ON SEAWEED POINT, AT THE
 KV6762'MOUTH OF KETTLE CREEK, ON THE WEST SHORE OF BARNEGAT BAY.  TO REACH
 KV6762'THE STATION FROM THE JUNCTION OF CEDAR BRIDGE AVENUE, COUNTY ROAD 528
 KV6762'AND BRICK BOULEVARD, COUNTY ROAD 549, PROCEED 1.0 KM (0.6 MI) SOUTH
 KV6762'ON BRICK BOULEVARD TO THE JUNCTION WITH DRUM POINT ROAD, TURN LEFT
 KV6762'AND GO 4.8 KM (3.0 MI) ON DRUM POINT ROAD TO MANDALAY ROAD, TURN LEFT
 KV6762'AND GO 1.76 KM (1.09 MI) TO THE JUNCTION WITH HAMILTON STREET, TURN
 KV6762'LEFT ON HAMILTON AND GO TO THE JUNCTION WITH ROCHESTER ROAD, TURN
 KV6762'RIGHT AND GO 0.56 KM (0.35 MI) TO HOUSE NUMBER 77 AND THE STATION IN
 KV6762'THE REAR YARD. THE STATION IS A COE ALUMINUM DISK, 3.5 M (11.5 FT)
 KV6762'SOUTHWEST OF THE INSIDE CORNER OF THE BULKHEAD, 19.1 M (62.7 FT)
 KV6762'NORTHEAST OF THE INSIDE CORNER OF THE BULKHEAD, 7.7 M (25.3 FT) SOUTH
 KV6762'SOUTHEAST OF THE SOUTHEAST CORNER OF THE FOUNDATION FOR THE HOUSE,
 KV6762'15.75 M (51.67 FT) SOUTH OF THE SOUTH CORNER OF A THREE CAR GARAGE,
 KV6762'1.72 M (5.64 FT) NORTHWEST OF STATION DESIGNATED SEAWEED ECC 1968,
 KV6762'AND IS 0.2 M (0.7 FT) ABOVE THE GROUND.
 KV6762
 KV6762                          STATION RECOVERY (1990)
 KV6762
 KV6762'RECOVERED 1990
 KV6762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6763 ***********************************************************************
 KV6763  DESIGNATION -  NJGPS 43
 KV6763  PID         -  KV6763
 KV6763  STATE/COUNTY-  NJ/OCEAN
 KV6763  USGS QUAD   -  POINT PLEASANT (1989)
 KV6763
 KV6763                         *CURRENT SURVEY CONTROL
 KV6763  ___________________________________________________________________
 KV6763* NAD 83(1996)-  40 02 25.03230(N)    074 03 20.08906(W)     ADJUSTED  
 KV6763* NAVD 88     -         6.512  (meters)      21.36   (feet)  ADJUSTED  
 KV6763  ___________________________________________________________________
 KV6763  X           -   1,343,254.216 (meters)                     COMP
 KV6763  Y           -  -4,701,693.014 (meters)                     COMP
 KV6763  Z           -   4,081,394.194 (meters)                     COMP
 KV6763  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 KV6763  ELLIP HEIGHT-         -26.53  (meters)          (10/23/02) GPS OBS
 KV6763  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KV6763  DYNAMIC HT  -           6.509 (meters)      21.35  (feet)  COMP
 KV6763  MODELED GRAV-     980,159.3   (mgal)                       NAVD 88
 KV6763
 KV6763  HORZ ORDER  -  FIRST
 KV6763  VERT ORDER  -  FIRST     CLASS I
 KV6763  ELLP ORDER  -  FOURTH    CLASS I
 KV6763
 KV6763.The horizontal coordinates were established by GPS observations
 KV6763.and adjusted by the National Geodetic Survey in May 1999..
 KV6763
 KV6763.The orthometric height was determined by differential leveling
 KV6763.and adjusted by the National Geodetic Survey in March 2001..
 KV6763
 KV6763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6763
 KV6763.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6763
 KV6763.The ellipsoidal height was determined by GPS observations
 KV6763.and is referenced to NAD 83.
 KV6763
 KV6763.The geoid height was determined by GEOID03.
 KV6763
 KV6763.The dynamic height is computed by dividing the NAVD 88
 KV6763.geopotential number by the normal gravity value computed on the
 KV6763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6763.degrees latitude (g = 980.6199 gals.).
 KV6763
 KV6763.The modeled gravity was interpolated from observed gravity values.
 KV6763
 KV6763;                    North         East     Units Scale Factor Converg.
 KV6763;SPC NJ       -   134,081.824   187,924.674   MT  0.99991770   +0 17 09.3
 KV6763;SPC NJ       -   439,900.12    616,549.53   sFT  0.99991770   +0 17 09.3
 KV6763;UTM  18      - 4,432,655.869   580,568.623   MT  0.99967991   +0 36 27.4
 KV6763
 KV6763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6763!SPC NJ       -   1.00000416  x   0.99991770  =   0.99992186
 KV6763!UTM  18      -   1.00000416  x   0.99967991  =   0.99968407
 KV6763
 KV6763|---------------------------------------------------------------------|
 KV6763| PID    Reference Object                     Distance      Geod. Az  |
 KV6763|                                                           dddmmss.s |
 KV6763| KV0858 MANTOLOKING AZ MK                   151.130 METERS 27535     |
 KV6763|---------------------------------------------------------------------|
 KV6763
 KV6763                          SUPERSEDED SURVEY CONTROL
 KV6763
 KV6763  ELLIP H (05/14/99)  -26.55   (m)                       GP(       ) 4 1
 KV6763  NAD 83(1986)-  40 02 25.03310(N)    074 03 20.09376(W) AD(       ) 1
 KV6763  ELLIP H (03/31/93)  -26.43   (m)                       GP(       ) 3 2
 KV6763
 KV6763.Superseded values are not recommended for survey control.
 KV6763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6763.See file dsdata.txt to determine how the superseded data were derived.
 KV6763
 KV6763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8056932656(NAD 83)
 KV6763_MARKER: DD = SURVEY DISK
 KV6763_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6763_SP_SET: BRIDGE SIDEWALK
 KV6763_STAMPING: NJGPS 43
 KV6763_MARK LOGO: USE   
 KV6763_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6763+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1998
 KV6763
 KV6763  HISTORY     - Date     Condition        Report By
 KV6763  HISTORY     - 1990     MONUMENTED       USE
 KV6763  HISTORY     - 19980601 GOOD             NJGS
 KV6763
 KV6763                          STATION DESCRIPTION
 KV6763
 KV6763'DESCRIBED BY US ENGINEERS 1990
 KV6763'THE STATION IS LOCATED IN BRICK TOWNSHIP, SET IN THE SOUTH WALKWAY OF
 KV6763'THE MANTOLOKING ROAD, COUNTY ROAD 528, BRIDGE SPANNING BARNEGAT BAY.
 KV6763'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND
 KV6763'HERBERT STREET, COUNTY ROAD 528, IN MANTOLOKING BOROUGH, PROCEED 0.48
 KV6763'KM (0.30 MI) WEST ON ROAD 528, PASSING THE CENTER DRAW SPAN TO THE
 KV6763'STATION ON THE LEFT, 19.1 M (62.7 FT) NORTHWEST OF THE WEST TRAFFIC
 KV6763'SIGNAL BASE, 5.0 M (16.4 FT) SOUTHWEST OF THE CENTERLINE OF ROAD 528,
 KV6763'37.2 M (122.0 FT) SOUTHEAST OF AN OVERHEAD LIGHT POST ON THE SOUTH
 KV6763'SIDE OF THE BRIDGE, 55.5 M (182.1 FT) NORTHEAST OF THE HINGE LINE OF
 KV6763'THE DRAW SPAN AND SET FLUSH IN THE SIDEWALK.
 KV6763
 KV6763                          STATION RECOVERY (1998)
 KV6763
 KV6763'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 KV6763'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6764 ***********************************************************************
 KV6764  DESIGNATION -  NJGPS 44
 KV6764  PID         -  KV6764
 KV6764  STATE/COUNTY-  NJ/OCEAN
 KV6764  USGS QUAD   -  POINT PLEASANT (1989)
 KV6764
 KV6764                         *CURRENT SURVEY CONTROL
 KV6764  ___________________________________________________________________
 KV6764* NAD 83(1996)-  40 03 45.83740(N)    074 03 14.90961(W)     ADJUSTED  
 KV6764* NAVD 88     -         0.7    (meters)       2.     (feet)  GPS OBS   
 KV6764  ___________________________________________________________________
 KV6764  X           -   1,342,930.461 (meters)                     COMP
 KV6764  Y           -  -4,700,112.971 (meters)                     COMP
 KV6764  Z           -   4,083,298.191 (meters)                     COMP
 KV6764  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 KV6764  ELLIP HEIGHT-         -32.37  (meters)          (10/23/02) GPS OBS
 KV6764  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV6764
 KV6764  HORZ ORDER  -  FIRST
 KV6764  ELLP ORDER  -  FOURTH    CLASS I
 KV6764
 KV6764.The horizontal coordinates were established by GPS observations
 KV6764.and adjusted by the National Geodetic Survey in May 1999..
 KV6764
 KV6764.The orthometric height was determined by GPS observations and a
 KV6764.high-resolution geoid model.
 KV6764
 KV6764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6764
 KV6764.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6764
 KV6764.The ellipsoidal height was determined by GPS observations
 KV6764.and is referenced to NAD 83.
 KV6764
 KV6764.The geoid height was determined by GEOID03.
 KV6764
 KV6764;                    North         East     Units Scale Factor Converg.
 KV6764;SPC NJ       -   136,574.492   188,034.971   MT  0.99991780   +0 17 13.1
 KV6764;SPC NJ       -   448,078.15    616,911.40   sFT  0.99991780   +0 17 13.1
 KV6764;UTM  18      - 4,435,148.524   580,664.897   MT  0.99968010   +0 36 31.7
 KV6764
 KV6764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6764!SPC NJ       -   1.00000508  x   0.99991780  =   0.99992288
 KV6764!UTM  18      -   1.00000508  x   0.99968010  =   0.99968518
 KV6764
 KV6764                          SUPERSEDED SURVEY CONTROL
 KV6764
 KV6764  ELLIP H (05/14/99)  -32.39   (m)                       GP(       ) 4 1
 KV6764  NAD 83(1986)-  40 03 45.83804(N)    074 03 14.91432(W) AD(       ) 1
 KV6764  ELLIP H (03/31/93)  -32.26   (m)                       GP(       ) 3 2
 KV6764
 KV6764.Superseded values are not recommended for survey control.
 KV6764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6764.See file dsdata.txt to determine how the superseded data were derived.
 KV6764
 KV6764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8066535149(NAD 83)
 KV6764_MARKER: DD = SURVEY DISK
 KV6764_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 KV6764_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 KV6764_STAMPING: NJGPS 44
 KV6764_MARK LOGO: USE   
 KV6764_PROJECTION: FLUSH
 KV6764_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV6764+STABILITY: POSITION/ELEVATION WELL
 KV6764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6764+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 KV6764_ROD/PIPE-DEPTH: 7.01 meters
 KV6764_SLEEVE-DEPTH  : 1.22 meters
 KV6764
 KV6764  HISTORY     - Date     Condition        Report By
 KV6764  HISTORY     - 1990     MONUMENTED       USE
 KV6764  HISTORY     - 19930426 GOOD             MCCRON
 KV6764  HISTORY     - 20030331 GOOD             JCLS
 KV6764
 KV6764                          STATION DESCRIPTION
 KV6764
 KV6764'DESCRIBED BY US ENGINEERS 1990
 KV6764'THE STATION, AN ALUMINUM DISK ON AN ALUMINUM ROD DRIVEN TO REFUSAL, IN
 KV6764'A 4 FT (1.2 M) BY 4 IN DIA P.V.C. PIPE, ENCASED IN POURED CONCRETE
 KV6764'AND COVERED BY AN ACCESS CAP, IS LOCATED IN POINT PLEASANT BOROUGH,
 KV6764'AT THE HEAD OF BARNEGAT BAY, JUST SOUTHWEST OF THE SOUTHEAST END OF
 KV6764'THE POINT PLEASANT CANAL, ON PROPERTY OF THE BAY HEAD SHORES POA, IN
 KV6764'THE 1700 BLOCK OF BARNEGAT BOULEVARD.  THE MARK IS JUST EAST OF A
 KV6764'SMALL SHACK AT A CRABBING DOCK.  TO REACH THE STATION FROM THE
 KV6764'JUNCTION OF MAIN AVENUE, STATE ROUTE 35 AND BRIDGE AVENUE, COUNTY
 KV6764'ROAD 632, IN BAY HEAD BOROUGH, GO 1.0 MI (1.6 KM) WEST ON BRIDGE
 KV6764'AVENUE, CROSSING THE CANAL, TO RUE LIDO, TURN LEFT AND GO 0.16 KM
 KV6764'(0.10 MI) TO BARNEGAT BOULEVARD, TURN LEFT AND GO 1.04 KM (0.65 MI)
 KV6764'ON BARNEGAT BOULEVARD TO BAY HEAD SHORES POA AND THE STATION AT THE
 KV6764'DOCK.  THE STATION IS 13.05 M (42.81 FT) WEST FROM A PK NAIL IN THE
 KV6764'TOP OF THE MOST NORTHWEST PILING OF THE DOCK, 15 M (49.2 FT) WEST
 KV6764'FROM THE MOST NORTHEAST PILING OF THE DOCK, 6.5 M (21.3 FT) SOUTHWEST
 KV6764'FROM THE SOUTHWEST CORNER OF THE SHACK, 6.9 M (22.6 FT) SOUTH
 KV6764'SOUTHWEST FROM THE SOUTHEAST CORNER OF THE SHACK AND 2.9 M (9.5 FT)
 KV6764'NORTHEAST FROM THE SOUTHWEST CORNER OF THE BULKHEAD AND FLUSH WITH THE
 KV6764'GROUND.
 KV6764
 KV6764                          STATION RECOVERY (1993)
 KV6764
 KV6764'RECOVERY NOTE BY J R MCCRONE JR INCORPORATED 1993
 KV6764'RECOVERED IN GOOD CONDITION.
 KV6764
 KV6764                          STATION RECOVERY (2003)
 KV6764
 KV6764'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 KV6764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6765 ***********************************************************************
 KV6765  DESIGNATION -  NJGPS 45
 KV6765  PID         -  KV6765
 KV6765  STATE/COUNTY-  NJ/OCEAN
 KV6765  USGS QUAD   -  POINT PLEASANT (1989)
 KV6765
 KV6765                         *CURRENT SURVEY CONTROL
 KV6765  ___________________________________________________________________
 KV6765* NAD 83(1996)-  40 05 16.98693(N)    074 04 04.37996(W)     ADJUSTED  
 KV6765* NAVD 88     -         1.1    (meters)       4.     (feet)  GPS OBS   
 KV6765  ___________________________________________________________________
 KV6765  X           -   1,341,306.416 (meters)                     COMP
 KV6765  Y           -  -4,698,694.819 (meters)                     COMP
 KV6765  Z           -   4,085,449.690 (meters)                     COMP
 KV6765  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 KV6765  ELLIP HEIGHT-         -31.96  (meters)          (10/23/02) GPS OBS
 KV6765  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV6765
 KV6765  HORZ ORDER  -  FIRST
 KV6765  ELLP ORDER  -  FOURTH    CLASS I
 KV6765
 KV6765.The horizontal coordinates were established by GPS observations
 KV6765.and adjusted by the National Geodetic Survey in May 1999..
 KV6765
 KV6765.The orthometric height was determined by GPS observations and a
 KV6765.high-resolution geoid model.
 KV6765
 KV6765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6765
 KV6765.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6765
 KV6765.The ellipsoidal height was determined by GPS observations
 KV6765.and is referenced to NAD 83.
 KV6765
 KV6765.The geoid height was determined by GEOID03.
 KV6765
 KV6765;                    North         East     Units Scale Factor Converg.
 KV6765;SPC NJ       -   139,379.801   186,849.045   MT  0.99991671   +0 16 41.8
 KV6765;SPC NJ       -   457,281.90    613,020.58   sFT  0.99991671   +0 16 41.8
 KV6765;UTM  18      - 4,437,946.459   579,463.514   MT  0.99967773   +0 36 01.0
 KV6765
 KV6765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6765!SPC NJ       -   1.00000501  x   0.99991671  =   0.99992172
 KV6765!UTM  18      -   1.00000501  x   0.99967773  =   0.99968274
 KV6765
 KV6765                          SUPERSEDED SURVEY CONTROL
 KV6765
 KV6765  ELLIP H (05/14/99)  -31.98   (m)                       GP(       ) 4 1
 KV6765  NAD 83(1986)-  40 05 16.98741(N)    074 04 04.38455(W) AD(       ) 1
 KV6765  ELLIP H (03/31/93)  -31.85   (m)                       GP(       ) 3 2
 KV6765
 KV6765.Superseded values are not recommended for survey control.
 KV6765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6765.See file dsdata.txt to determine how the superseded data were derived.
 KV6765
 KV6765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7946437946(NAD 83)
 KV6765_MARKER: DD = SURVEY DISK
 KV6765_SETTING: 0 = UNSPECIFIED SETTING
 KV6765_STAMPING: NJGPS 45
 KV6765_MARK LOGO: USE   
 KV6765_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6765+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2001
 KV6765
 KV6765  HISTORY     - Date     Condition        Report By
 KV6765  HISTORY     - 1990     MONUMENTED       USE
 KV6765  HISTORY     - 20010417 GOOD             NJGS
 KV6765
 KV6765                          STATION DESCRIPTION
 KV6765
 KV6765'DESCRIBED BY US ENGINEERS 1990
 KV6765'THE STATION IS LOCATED IN THE BOROUGH OF POINT PLEASANT.  TO REACH THE
 KV6765'STATION FROM THE JUNCTION OF STATE ROUTE 70 AND HERBERTSVILLE ROAD,
 KV6765'COUNTY ROAD 549 SPUR, PROCEED 2.40 KM (1.49 MI) SOUTH ON
 KV6765'HERBERTSVILLE ROAD TO THE JUNCTION WITH OSBORN AVENUE, TURN LEFT AND
 KV6765'GO 0.40 KM (0.25 MI) NORTH ON OSBORN AVENUE TO THE END OF THE STREET
 KV6765'AND THE POINT PLEASANT HOSPITAL GROUNDS, TURN RIGHT AND TAKE THE DEAD
 KV6765'END STREET TO ITS END, WALK DOWN THE ENBANKMENT TO THE POINT PLEASANT
 KV6765'CANAL, GO 100 M (328.1 FT) NORTH ALONG A FOOT PATH TO THE STATION.
 KV6765'THE STATION, AN ALUMINUM DISK ON AN ALUMINUM BREAKAWAY MONUMENT, IS
 KV6765'2.43 M (7.97 FT) SOUTH SOUTHWEST OF THE STEEL BULKHEAD LINE, 10.1 M
 KV6765'(33.1 FT) SOUTHEAST OF AN UNSTAMPED CORPS OF ENGINEERS DISK SET IN A
 KV6765'LEANING CONCRETE POST PROJECTING 0.3 M (1.0 FT) ABOVE THE GROUND,
 KV6765'17.02 FT (5.19 M) SOUTHEAST OF A PK NAIL SET 0.5 FT (0.2 M) ABOVE THE
 KV6765'GROUND IN SHEET PILING, 15.23 FT (4.64 M) EAST SOUTHEASTERLY OF A PK
 KV6765'NAIL SET 0.5 FT (0.2 M) ABOVE THE GROUND IN TOP OF SHEET PILING,
 KV6765'11.69 FT (3.56 M) NORTH OF A PK NAIL LOCATED ON TOP OF A 5 FT
 KV6765'(1.5 M) HIGH WOOD BULKHEAD, 0.3 M (1.0 FT) SOUTH SOUTHWEST OF A
 KV6765'CARSONITE WITNESS POST AND FLUSH WITH THE GROUND.
 KV6765
 KV6765                          STATION RECOVERY (2001)
 KV6765
 KV6765'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV6765'RECOVERED WITH THE FOLLOWING CHANGES/ADDITIONS, THE STAMPING IS NO
 KV6765'LONGER DISCERNABLE, PROBABLY DUE TO OXIDATION FROM SALT AIR/WATER
 KV6765'ENVIRONMENT.  THE WITNESS POST IS GONE, AND THE STATION IS 1.9M SOUTH
 KV6765'SOUTHWEST FROM AN ANGLE POINT IN A 3FT HIGH CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6766 ***********************************************************************
 KV6766  DESIGNATION -  NJGPS 46
 KV6766  PID         -  KV6766
 KV6766  STATE/COUNTY-  NJ/MONMOUTH
 KV6766  USGS QUAD   -  POINT PLEASANT (1989)
 KV6766
 KV6766                         *CURRENT SURVEY CONTROL
 KV6766  ___________________________________________________________________
 KV6766* NAD 83(1996)-  40 06 17.75089(N)    074 03 13.94405(W)     ADJUSTED  
 KV6766* NAVD 88     -        11.642  (meters)      38.20   (feet)  ADJUSTED  
 KV6766  ___________________________________________________________________
 KV6766  X           -   1,342,125.899 (meters)                     COMP
 KV6766  Y           -  -4,697,213.850 (meters)                     COMP
 KV6766  Z           -   4,086,890.185 (meters)                     COMP
 KV6766  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 KV6766  ELLIP HEIGHT-         -21.35  (meters)          (10/23/02) GPS OBS
 KV6766  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV6766  DYNAMIC HT  -          11.637 (meters)      38.18  (feet)  COMP
 KV6766  MODELED GRAV-     980,157.0   (mgal)                       NAVD 88
 KV6766
 KV6766  HORZ ORDER  -  FIRST
 KV6766  VERT ORDER  -  FIRST     CLASS II
 KV6766  ELLP ORDER  -  FOURTH    CLASS I
 KV6766
 KV6766.The horizontal coordinates were established by GPS observations
 KV6766.and adjusted by the National Geodetic Survey in May 1999..
 KV6766
 KV6766.The orthometric height was determined by differential leveling
 KV6766.and adjusted by the National Geodetic Survey in March 2001..
 KV6766
 KV6766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6766
 KV6766.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6766
 KV6766.The ellipsoidal height was determined by GPS observations
 KV6766.and is referenced to NAD 83.
 KV6766
 KV6766.The geoid height was determined by GEOID03.
 KV6766
 KV6766.The dynamic height is computed by dividing the NAVD 88
 KV6766.geopotential number by the normal gravity value computed on the
 KV6766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6766.degrees latitude (g = 980.6199 gals.).
 KV6766
 KV6766.The modeled gravity was interpolated from observed gravity values.
 KV6766
 KV6766;                    North         East     Units Scale Factor Converg.
 KV6766;SPC NJ       -   141,259.691   188,034.361   MT  0.99991780   +0 17 14.6
 KV6766;SPC NJ       -   463,449.50    616,909.40   sFT  0.99991780   +0 17 14.6
 KV6766;UTM  18      - 4,439,832.532   580,637.964   MT  0.99968005   +0 36 34.3
 KV6766
 KV6766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6766!SPC NJ       -   1.00000335  x   0.99991780  =   0.99992115
 KV6766!UTM  18      -   1.00000335  x   0.99968005  =   0.99968340
 KV6766
 KV6766:                Primary Azimuth Mark                     Grid Az
 KV6766:SPC NJ       -  NJGPS 47                                 090 07 40.3
 KV6766:UTM  18      -  NJGPS 47                                 089 48 20.6
 KV6766
 KV6766|---------------------------------------------------------------------|
 KV6766| PID    Reference Object                     Distance      Geod. Az  |
 KV6766|                                                           dddmmss.s |
 KV6766| KV6767 NJGPS 47                            APPROX. 1.4 KM 0902454.9 |
 KV6766|---------------------------------------------------------------------|
 KV6766
 KV6766                          SUPERSEDED SURVEY CONTROL
 KV6766
 KV6766  ELLIP H (05/14/99)  -21.37   (m)                       GP(       ) 4 1
 KV6766  NAD 83(1992)-  40 06 17.75023(N)    074 03 13.94698(W) AD(       ) 1
 KV6766  ELLIP H (05/22/95)  -21.28   (m)                       GP(       ) 3 1
 KV6766  NAD 83(1986)-  40 06 17.75136(N)    074 03 13.94872(W) AD(       ) 1
 KV6766  ELLIP H (03/31/93)  -21.24   (m)                       GP(       ) 3 2
 KV6766
 KV6766.Superseded values are not recommended for survey control.
 KV6766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6766.See file dsdata.txt to determine how the superseded data were derived.
 KV6766
 KV6766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8063839833(NAD 83)
 KV6766_MARKER: DD = SURVEY DISK
 KV6766_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6766_SP_SET: BRIDGE SIDEWALK
 KV6766_STAMPING: NJGPS 46 91
 KV6766_MARK LOGO: USE   
 KV6766_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6766+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2004
 KV6766
 KV6766  HISTORY     - Date     Condition        Report By
 KV6766  HISTORY     - 1991     MONUMENTED       USE
 KV6766  HISTORY     - 19940628 GOOD             NJGS
 KV6766  HISTORY     - 19980624 GOOD             NJGS
 KV6766  HISTORY     - 20010417 GOOD             NJGS
 KV6766  HISTORY     - 20041011 GOOD             ECOAST
 KV6766
 KV6766                          STATION DESCRIPTION
 KV6766
 KV6766'DESCRIBED BY US ENGINEERS 1991
 KV6766'THE STATION IS LOCATED IN WALL TOWNSHIP, SET IN A DRILL HOLE IN THE
 KV6766'CENTER OF THE SIDEWALK ON THE NORTHEAST SIDE OF THE STATE ROUTE 35
 KV6766'BRIDGE SPANNING THE MANASQUAN RIVER.  THE STATION IS ABOUT 118 M
 KV6766'(387.1 FT) NORTHWEST OF THE CENTER OF THE GRATE DRAWSPAN, ABOUT 65 M
 KV6766'(213.3 FT) SOUTHEAST OF THE NORTH END OF THE SIDEWALK ON THE
 KV6766'NORTHEAST SIDE OF THE BRIDGE, 1.0 M (3.3 FT) SOUTHEAST OF A JOINT FOR
 KV6766'A PIER, 0.9 M (3.0 FT) NORTHEAST OF THE NORTHEAST CURBLINE OF THE
 KV6766'NORTH BOUND LANES OF THE ROAD, 1.0 M (3.3 FT) SOUTHWEST OF THE
 KV6766'SOUTHWEST CORNER OF THE BASE FOR LIGHT POST NUMBER AC5 AND SET FLUSH
 KV6766'IN THE SIDEWALK.
 KV6766
 KV6766                          STATION RECOVERY (1994)
 KV6766
 KV6766'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 KV6766'THE STATION IS LOCATED IN WALL TOWNSHIP, SET IN A DRILL HOLE IN THE
 KV6766'CENTER OF THE SIDEWALK ON THE NORTHEAST SIDE OF THE STATE ROUTE 35
 KV6766'BRIDGE SPANNING THE MANASQUAN RIVER.  THE STATION IS ABOUT 118 M
 KV6766'(387.1 FT) NORTHWEST OF THE CENTER OF THE GRATE DRAWSPAN, ABOUT 65 M
 KV6766'(213.3 FT) SOUTHEAST OF THE NORTH END OF THE SIDEWALK ON THE NORTHEAST
 KV6766'SIDE OF THE BRIDGE, 1.0 M (3.3 FT) SOUTHEAST OF A JOINT FOR A PIER,
 KV6766'0.9 M (3.0 FT) NORTHEAST OF THE NORTHEAST CURBLINE OF THE NORTH BOUND
 KV6766'LANES OF THE ROAD, 1.0 M (3.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 KV6766'THE BASE FOR LIGHT POST NUMBER AC5 AND SET FLUSH IN THE SIDEWALK.
 KV6766
 KV6766                          STATION RECOVERY (1998)
 KV6766
 KV6766'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV6766'RECOVERED AS DESCRIBED.
 KV6766
 KV6766                          STATION RECOVERY (2001)
 KV6766
 KV6766'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV6766'RECOVERED IN GOOD CONDITION.
 KV6766
 KV6766                          STATION RECOVERY (2004)
 KV6766
 KV6766'RECOVERY NOTE BY EAST COAST ENGINEERING 2004 (JFP)
 KV6766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6767 ***********************************************************************
 KV6767  DESIGNATION -  NJGPS 47
 KV6767  PID         -  KV6767
 KV6767  STATE/COUNTY-  NJ/MONMOUTH
 KV6767  USGS QUAD   -  POINT PLEASANT (1989)
 KV6767
 KV6767                         *CURRENT SURVEY CONTROL
 KV6767  ___________________________________________________________________
 KV6767* NAD 83(1996)-  40 06 17.41672(N)    074 02 14.65555(W)     ADJUSTED  
 KV6767* NAVD 88     -         1.5    (meters)       5.     (feet)  GPS OBS   
 KV6767  ___________________________________________________________________
 KV6767  X           -   1,343,475.696 (meters)                     COMP
 KV6767  Y           -  -4,696,826.797 (meters)                     COMP
 KV6767  Z           -   4,086,875.763 (meters)                     COMP
 KV6767  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 KV6767  ELLIP HEIGHT-         -31.50  (meters)          (10/23/02) GPS OBS
 KV6767  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV6767
 KV6767  HORZ ORDER  -  FIRST
 KV6767  ELLP ORDER  -  FOURTH    CLASS I
 KV6767
 KV6767.The horizontal coordinates were established by GPS observations
 KV6767.and adjusted by the National Geodetic Survey in May 1999..
 KV6767
 KV6767.The orthometric height was determined by GPS observations and a
 KV6767.high-resolution geoid model.
 KV6767
 KV6767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6767
 KV6767.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6767
 KV6767.The ellipsoidal height was determined by GPS observations
 KV6767.and is referenced to NAD 83.
 KV6767
 KV6767.The geoid height was determined by GEOID03.
 KV6767
 KV6767;                    North         East     Units Scale Factor Converg.
 KV6767;SPC NJ       -   141,256.558   189,438.481   MT  0.99991914   +0 17 52.8
 KV6767;SPC NJ       -   463,439.22    621,516.08   sFT  0.99991914   +0 17 52.8
 KV6767;UTM  18      - 4,439,837.292   582,041.746   MT  0.99968286   +0 37 12.5
 KV6767
 KV6767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6767!SPC NJ       -   1.00000494  x   0.99991914  =   0.99992408
 KV6767!UTM  18      -   1.00000494  x   0.99968286  =   0.99968780
 KV6767
 KV6767:                Primary Azimuth Mark                     Grid Az
 KV6767:SPC NJ       -  NJGPS 46                                 270 07 40.3
 KV6767:UTM  18      -  NJGPS 46                                 269 48 20.6
 KV6767
 KV6767|---------------------------------------------------------------------|
 KV6767| PID    Reference Object                     Distance      Geod. Az  |
 KV6767|                                                           dddmmss.s |
 KV6767| KV6766 NJGPS 46                            APPROX. 1.4 KM 2702533.1 |
 KV6767|---------------------------------------------------------------------|
 KV6767
 KV6767                          SUPERSEDED SURVEY CONTROL
 KV6767
 KV6767  ELLIP H (05/14/99)  -31.52   (m)                       GP(       ) 4 1
 KV6767  NAD 83(1992)-  40 06 17.41603(N)    074 02 14.65852(W) AD(       ) 1
 KV6767  ELLIP H (05/22/95)  -31.42   (m)                       GP(       ) 3 1
 KV6767  NAD 83(1986)-  40 06 17.41725(N)    074 02 14.66000(W) AD(       ) 1
 KV6767  ELLIP H (03/31/93)  -31.39   (m)                       GP(       ) 3 2
 KV6767
 KV6767.Superseded values are not recommended for survey control.
 KV6767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6767.See file dsdata.txt to determine how the superseded data were derived.
 KV6767
 KV6767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8204239837(NAD 83)
 KV6767_MARKER: DD = SURVEY DISK
 KV6767_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6767_SP_SET: CONCRETE SIDEWALK
 KV6767_MARK LOGO: USE   
 KV6767_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6767+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1994
 KV6767
 KV6767  HISTORY     - Date     Condition        Report By
 KV6767  HISTORY     - 1990     MONUMENTED       USE
 KV6767  HISTORY     - 19940628 GOOD             NJGS
 KV6767  HISTORY     - 20041011 POOR             ECOAST
 KV6767
 KV6767                          STATION DESCRIPTION
 KV6767
 KV6767'DESCRIBED BY US ENGINEERS 1990
 KV6767'THE STATION IS LOCATED IN MANASQUAN BOROUGH, AT THE NORTHWEST END OF
 KV6767'THE MANASQUAN INLET. TO REACH THE STATION FROM THE JUNCTION OF STATE
 KV6767'ROUTES 35, 34 AND 70 IN BRIELLE GO 1.44 KM (0.89 MI) SOUTH ON ROUTE
 KV6767'35 TO THE JUNCTION WITH STATE ROUTE 71. EXIT ON ROUTE 71 AND GO 0.64
 KV6767'KM (0.40 MI) NORTH ON ROUTE 71 TO THE JUNCTION WITH FISK AVENUE, TURN
 KV6767'RIGHT AND GO 1.68 KM (1.04 MI) TO THE JUNCTION WITH THIRD AVENUE,
 KV6767'TURN RIGHT AND GO 0.56 KM (0.35 MI) ON THIRD AVENUE TO THE JUNCTION
 KV6767'WITH RIVERSIDE DRIVE AND THE STATION ON THE RIGHT.  THE STATION IS
 KV6767'SET IN THE WEST CORNER OF THE INLET CONCRETE BULKHEAD, 0.55 M
 KV6767'(1.80 FT) NORTHWEST OF THE END OF A 1 M (3.3 FT) HIGH CHAIN LINK
 KV6767'FENCE, 5.1 M (16.7 FT) SOUTHWEST OF THE NORTH CORNER OF THE BULKHEAD,
 KV6767'22.8 M (74.8 FT) SOUTH WEST OF POLE NUMBER JC 584 MS, 36.4 M
 KV6767'(119.4 FT) WEST OF A FIRE HYDRANT AT THE INTERSECTION OF THIRD AVENUE
 KV6767'AND RIVERSIDE DRIVE.
 KV6767
 KV6767                          STATION RECOVERY (1994)
 KV6767
 KV6767'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 KV6767'THE STATION IS LOCATED IN MANASQUAN BOROUGH, AT THE NORTHWEST END OF
 KV6767'THE MANASQUAN INLET.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 KV6767'ROUTES 35, 34 AND 70 IN BRIELLE GO 1.44 KM (0.90 MI) SOUTH ON ROUTE 35
 KV6767'TO THE JUNCTION WITH STATE ROUTE 71.  EXIT ON ROUTE 71 AND GO 0.64 KM
 KV6767'(0.40 MI) NORTH ON ROUTE 71 TO THE JUNCTION WITH FISK AVENUE. TURN
 KV6767'RIGHT AND GO 1.68 KM (1.05 MI) TO THE JUNCTION WITH THIRD AVENUE. TURN
 KV6767'RIGHT AND GO 0.56 KM (0.35 MI) ON THIRD AVENUE TO THE JUNCTION WITH
 KV6767'RIVERSIDE DRIVE AND THE STATION ON THE RIGHT.  THE STATION IS SET IN
 KV6767'THE WEST CORNER OF THE INLET CONCRETE BULKHEAD, 0.55 M (1.80 FT)
 KV6767'NORTHWEST OF THE END OF A 1 M (3.3 FT) HIGH CHAIN LINK FENCE, 5.1 M
 KV6767'(16.7 FT) SOUTHWEST OF THE NORTH CORNER OF THE BULKHEAD, 22.8 M (74.8
 KV6767'FT) SOUTH WEST OF POLE NUMBER JC 584 MS, 36.4 M (119.4 FT) WEST OF A
 KV6767'FIRE HYDRANT AT THE INTERSECTION OF THIRD AVENUE AND RIVERSIDE DRIVE.
 KV6767
 KV6767                          STATION RECOVERY (2004)
 KV6767
 KV6767'RECOVERY NOTE BY EAST COAST ENGINEERING 2004 (JFP)
 KV6767'CONC BULKHEAD IS BROKEN IN PIECES, CAN SEE DISK IN BROKEN PIECE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU2837 ***********************************************************************
 HU2837  DESIGNATION -  NJGPS 5
 HU2837  PID         -  HU2837
 HU2837  STATE/COUNTY-  NJ/CAPE MAY
 HU2837  USGS QUAD   -  WILDWOOD (1972)
 HU2837
 HU2837                         *CURRENT SURVEY CONTROL
 HU2837  ___________________________________________________________________
 HU2837* NAD 83(1996)-  38 58 22.11130(N)    074 50 55.07289(W)     ADJUSTED  
 HU2837* NAVD 88     -         0.6    (meters)       2.     (feet)  GPS OBS   
 HU2837  ___________________________________________________________________
 HU2837  X           -   1,297,754.172 (meters)                     COMP
 HU2837  Y           -  -4,792,602.566 (meters)                     COMP
 HU2837  Z           -   3,989,948.747 (meters)                     COMP
 HU2837  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 HU2837  ELLIP HEIGHT-         -34.81  (meters)          (10/23/02) GPS OBS
 HU2837  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 HU2837
 HU2837  HORZ ORDER  -  FIRST
 HU2837  ELLP ORDER  -  FOURTH    CLASS I
 HU2837
 HU2837.The horizontal coordinates were established by GPS observations
 HU2837.and adjusted by the National Geodetic Survey in May 1999..
 HU2837
 HU2837.The orthometric height was determined by GPS observations and a
 HU2837.high-resolution geoid model.
 HU2837
 HU2837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2837
 HU2837.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2837
 HU2837.The ellipsoidal height was determined by GPS observations
 HU2837.and is referenced to NAD 83.
 HU2837
 HU2837.The geoid height was determined by GEOID03.
 HU2837
 HU2837;                    North         East     Units Scale Factor Converg.
 HU2837;SPC NJ       -    15,539.924   119,790.745   MT  0.99991123   -0 13 09.4
 HU2837;SPC NJ       -    50,983.90    393,013.47   sFT  0.99991123   -0 13 09.4
 HU2837;UTM  18      - 4,313,770.036   513,112.295   MT  0.99960212   +0 05 42.7
 HU2837
 HU2837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2837!SPC NJ       -   1.00000546  x   0.99991123  =   0.99991669
 HU2837!UTM  18      -   1.00000546  x   0.99960212  =   0.99960758
 HU2837
 HU2837                          SUPERSEDED SURVEY CONTROL
 HU2837
 HU2837  ELLIP H (05/14/99)  -34.82   (m)                       GP(       ) 4 1
 HU2837  NAD 83(1991)-  38 58 22.11070(N)    074 50 55.07249(W) AD(       ) 1
 HU2837  ELLIP H (03/31/93)  -34.90   (m)                       GP(       ) 3 2
 HU2837
 HU2837.Superseded values are not recommended for survey control.
 HU2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2837.See file dsdata.txt to determine how the superseded data were derived.
 HU2837
 HU2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1311213770(NAD 83)
 HU2837_MARKER: DD = SURVEY DISK
 HU2837_SETTING: 0 = UNSPECIFIED SETTING
 HU2837_MARK LOGO: USE   
 HU2837_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU2837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2837+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HU2837
 HU2837  HISTORY     - Date     Condition        Report By
 HU2837  HISTORY     - 1990     MONUMENTED       USE
 HU2837
 HU2837                          STATION DESCRIPTION
 HU2837
 HU2837'DESCRIBED BY US ENGINEERS 1990
 HU2837'THE STATION IS LOCATED IN LOWER TOWNSHIP, ON THE SOUTHWEST BANK OF
 HU2837'SUNSET LAKE NEAR THE SOUTHWEST POINT OF CREESE ISLAND, NORTHWEST OF
 HU2837'WILDWOOD GABLES.  THE STATION IS A BREAKAWAY ALUMINUM MONUMENT
 HU2837'SURROUNDED BY A CONCRETE COLLAR.  TO REACH THE STATION FROM EXIT 4B
 HU2837'OF THE GARDEN STATE PARKWAY, PROCEED 2.8 MI (4.5 KM) SOUTHEAST ON
 HU2837'STATE ROUTE 47 TO THE JUNCTION WITH PARK BOULEVARD, TURN RIGHT AND GO
 HU2837'1.1 MI (1.8 KM) SOUTHWEST TO THE JUNCTION WITH NEW JERSEY AVENUE,
 HU2837'CONTINUE  0.3 MI (0.5 KM) SOUTHWESTERLY ON NEW JERSEY AVENUE TO THE
 HU2837'FORK IN THE ROAD WITH EAST RAILROAD AVENUE, BEAR TO THE RIGHT AND GO
 HU2837'ABOUT 0.2 MI (0.3 KM) WEST ON EAST RAILROAD AVENUE TO THE MARINER INN
 HU2837'RESTURANT ON THE RIGHT.  A PACK IS NEEDED TO REACH THE STATION FROM
 HU2837'THIS POINT.  FOLLOW THE SHORELINE BEHIND THE INN FOR ABOUT 1500 FT
 HU2837'(457.2 M) TO THE STATION.  THE STATION IS 1.4 M (4.6 FT) SOUTHWEST OF
 HU2837'A 4X4 INCH WOOD POST, 1.5 M (4.9 FT) NORTHEAST OF A 4X4 INCH WOOD
 HU2837'POST, 1 M (3.3 FT) EAST OF A CARSONITE WITNESS POST AND SET FLUSH
 HU2837'WITH THE GROUND.  THE STATION IS BEST OCCUPIED AT LOW TIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU2838 ***********************************************************************
 HU2838  DESIGNATION -  NJGPS 6
 HU2838  PID         -  HU2838
 HU2838  STATE/COUNTY-  NJ/CAPE MAY
 HU2838  USGS QUAD   -  WILDWOOD (1972)
 HU2838
 HU2838                         *CURRENT SURVEY CONTROL
 HU2838  ___________________________________________________________________
 HU2838* NAD 83(1996)-  38 59 27.11161(N)    074 49 58.32266(W)     ADJUSTED  
 HU2838* NAVD 88     -        10.3    (meters)      34.     (feet)  GPS OBS   
 HU2838  ___________________________________________________________________
 HU2838  X           -   1,298,744.789 (meters)                     COMP
 HU2838  Y           -  -4,791,035.581 (meters)                     COMP
 HU2838  Z           -   3,991,512.985 (meters)                     COMP
 HU2838  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 HU2838  ELLIP HEIGHT-         -25.12  (meters)          (10/23/02) GPS OBS
 HU2838  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 HU2838
 HU2838  HORZ ORDER  -  FIRST
 HU2838  ELLP ORDER  -  FOURTH    CLASS I
 HU2838
 HU2838.The horizontal coordinates were established by GPS observations
 HU2838.and adjusted by the National Geodetic Survey in May 1999..
 HU2838
 HU2838.The orthometric height was determined by GPS observations and a
 HU2838.high-resolution geoid model.
 HU2838
 HU2838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2838
 HU2838.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU2838
 HU2838.The ellipsoidal height was determined by GPS observations
 HU2838.and is referenced to NAD 83.
 HU2838
 HU2838.The geoid height was determined by GEOID03.
 HU2838
 HU2838;                    North         East     Units Scale Factor Converg.
 HU2838;SPC NJ       -    17,539.071   121,164.036   MT  0.99991024   -0 12 34.0
 HU2838;SPC NJ       -    57,542.77    397,519.01   sFT  0.99991024   -0 12 34.0
 HU2838;UTM  18      - 4,315,776.072   514,474.170   MT  0.99960258   +0 06 18.6
 HU2838
 HU2838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2838!SPC NJ       -   1.00000394  x   0.99991024  =   0.99991418
 HU2838!UTM  18      -   1.00000394  x   0.99960258  =   0.99960652
 HU2838
 HU2838:                Primary Azimuth Mark                     Grid Az
 HU2838:SPC NJ       -  NJGPS 7                                  010 21 49.9
 HU2838:UTM  18      -  NJGPS 7                                  010 02 57.3
 HU2838
 HU2838|---------------------------------------------------------------------|
 HU2838| PID    Reference Object                     Distance      Geod. Az  |
 HU2838|                                                           dddmmss.s |
 HU2838| JU4330 NJGPS 7                             APPROX. 1.8 KM 0100915.9 |
 HU2838|---------------------------------------------------------------------|
 HU2838
 HU2838                          SUPERSEDED SURVEY CONTROL
 HU2838
 HU2838  ELLIP H (05/14/99)  -25.14   (m)                       GP(       ) 4 1
 HU2838  NAD 83(1991)-  38 59 27.11098(N)    074 49 58.32229(W) AD(       ) 1
 HU2838  ELLIP H (03/31/93)  -25.23   (m)                       GP(       ) 3 2
 HU2838
 HU2838.Superseded values are not recommended for survey control.
 HU2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2838.See file dsdata.txt to determine how the superseded data were derived.
 HU2838
 HU2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1447415776(NAD 83)
 HU2838_MARKER: DD = SURVEY DISK
 HU2838_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HU2838_SP_SET: SIDEWALK ON BRIDGE
 HU2838_STAMPING: NJGPS 6
 HU2838_MARK LOGO: USE   
 HU2838_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU2838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2838+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HU2838
 HU2838  HISTORY     - Date     Condition        Report By
 HU2838  HISTORY     - 1990     MONUMENTED       USE
 HU2838
 HU2838                          STATION DESCRIPTION
 HU2838
 HU2838'DESCRIBED BY US ENGINEERS 1990
 HU2838'THE STATION IS LOCATED IN LOWER TOWNSHIP, SET FLUSH IN THE CONCRETE
 HU2838'SIDEWALK OF THE RIO GRANDE, STATE ROUTE 47, BRIDGE OVER GRASSY SOUND
 HU2838'CHANNEL, THE INTRACOASTAL WATERWAY, ON THE SOUTHWEST SIDE OF THE CITY
 HU2838'OF WILDWOOD.  TO REACH THE STATION FROM THE GARDEN STATE PARKWAY,
 HU2838'EXIT 4B, GO EAST ON ROUTE 47 THE THE BRIDGE AND THE STATION ON THE
 HU2838'LEFT.  THE STATION IS 13.5 FT (4.1 M) SOUTH SOUTHEAST OF A CROSS CUT
 HU2838'ON THE EAST SIE OF A LIGHT POLE, 4.26 FT (1.30 M) NORTH NORTHEAST OF
 HU2838'THE CURBLINE, 45.60 FT (13.90 M) NORTH NORTHWEST OF THE CENTER OF A
 HU2838'SQUARE CUT IN THE SIDEWALK, ABOUT 52 FT (15.8 M) NORTH NORTHWEST OF
 HU2838'THE SOUTH END OF THE SIDEWALK ON THE EAST SIDE OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4330 ***********************************************************************
 JU4330  DESIGNATION -  NJGPS 7
 JU4330  PID         -  JU4330
 JU4330  STATE/COUNTY-  NJ/CAPE MAY
 JU4330  USGS QUAD   -  STONE HARBOR (1972)
 JU4330
 JU4330                         *CURRENT SURVEY CONTROL
 JU4330  ___________________________________________________________________
 JU4330* NAD 83(1996)-  39 00 23.09317(N)    074 49 45.47179(W)     ADJUSTED  
 JU4330* NAVD 88     -         2.0    (meters)       7.     (feet)  GPS OBS   
 JU4330  ___________________________________________________________________
 JU4330  X           -   1,298,757.302 (meters)                     COMP
 JU4330  Y           -  -4,789,899.945 (meters)                     COMP
 JU4330  Z           -   3,992,849.430 (meters)                     COMP
 JU4330  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 JU4330  ELLIP HEIGHT-         -33.37  (meters)          (10/23/02) GPS OBS
 JU4330  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 JU4330
 JU4330  HORZ ORDER  -  FIRST
 JU4330  ELLP ORDER  -  FOURTH    CLASS I
 JU4330
 JU4330.The horizontal coordinates were established by GPS observations
 JU4330.and adjusted by the National Geodetic Survey in May 1999..
 JU4330
 JU4330.The orthometric height was determined by GPS observations and a
 JU4330.high-resolution geoid model.
 JU4330
 JU4330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4330
 JU4330.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4330
 JU4330.The ellipsoidal height was determined by GPS observations
 JU4330.and is referenced to NAD 83.
 JU4330
 JU4330.The geoid height was determined by GEOID03.
 JU4330
 JU4330;                    North         East     Units Scale Factor Converg.
 JU4330;SPC NJ       -    19,264.118   121,479.518   MT  0.99991001   -0 12 26.1
 JU4330;SPC NJ       -    63,202.36    398,554.05   sFT  0.99991001   -0 12 26.1
 JU4330;UTM  18      - 4,317,502.295   514,780.080   MT  0.99960269   +0 06 26.8
 JU4330
 JU4330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4330!SPC NJ       -   1.00000524  x   0.99991001  =   0.99991525
 JU4330!UTM  18      -   1.00000524  x   0.99960269  =   0.99960792
 JU4330
 JU4330:                Primary Azimuth Mark                     Grid Az
 JU4330:SPC NJ       -  NJGPS 6                                  190 21 50.1
 JU4330:UTM  18      -  NJGPS 6                                  190 02 57.2
 JU4330
 JU4330|---------------------------------------------------------------------|
 JU4330| PID    Reference Object                     Distance      Geod. Az  |
 JU4330|                                                           dddmmss.s |
 JU4330| HU2838 NJGPS 6                             APPROX. 1.8 KM 1900924.0 |
 JU4330|---------------------------------------------------------------------|
 JU4330
 JU4330                          SUPERSEDED SURVEY CONTROL
 JU4330
 JU4330  ELLIP H (05/14/99)  -33.38   (m)                       GP(       ) 4 1
 JU4330  NAD 83(1992)-  39 00 23.09256(N)    074 49 45.47141(W) AD(       ) 1
 JU4330  ELLIP H (03/31/93)  -33.48   (m)                       GP(       ) 3 2
 JU4330
 JU4330.Superseded values are not recommended for survey control.
 JU4330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4330.See file dsdata.txt to determine how the superseded data were derived.
 JU4330
 JU4330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1478017502(NAD 83)
 JU4330_MARKER: DD = SURVEY DISK
 JU4330_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 JU4330_SP_SET: ALUMINUM ALLOY ROD
 JU4330_STAMPING: NJGPS 7
 JU4330_MARK LOGO: USE   
 JU4330_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4330+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JU4330
 JU4330  HISTORY     - Date     Condition        Report By
 JU4330  HISTORY     - 1990     MONUMENTED       USE
 JU4330
 JU4330                          STATION DESCRIPTION
 JU4330
 JU4330'DESCRIBED BY US ENGINEERS 1990
 JU4330'THE STATION IS LOCATED IN THE BOROUGH OF WEST WILDWOOD, IN THE
 JU4330'VICINITY OF THE SOUTH END OF THE REMAINS OF A RAILROAD BRIDGE OVER
 JU4330'GRASSY SOUND CHANNEL, THE INTRACOASTAL WATERWAY, SET IN THE BACK YARD
 JU4330'BETWEEN THE OLD RAILROAD BRIDGE FOUNDATION AND A BI LEVEL BRICK HOUSE
 JU4330'BELONGING TO AL TONEING.  TO REACH THE STATION FROM THE GARDEN STATE
 JU4330'PARKWAY, EXIT 4B, ROUTE 47, GO 2.7 MI (4.3 KM) EAST ON ROUTE 47 TO
 JU4330'THE JUNCTION WITH PARK BOULEVARD, TURN LEFT AND GO 0.9 MI (1.4 KM)
 JU4330'NORTH ON PARK BOULEVARD TO THE JUNCTION WITH GLENWOOD AVENUE, TURN
 JU4330'LEFT AND GO 1.05 MI (1.69 KM) ON GLENWOOD AVENUE TO THE END, TURN
 JU4330'LEFT AND GO THROUGH THE PILLARS ON EITHER SIDE OF A DRIVEWAY LEADING
 JU4330'TO A TWO STORY BRICK AND TUDOR STYLE HOUSE BELONGING TO MR. A.L.
 JU4330'TONEING. THE STATION IS IN THE BACK YARD OF THE HOUSE, 23.6 M
 JU4330'(77.4 FT) WEST OF POLE NUMBER W6936, 21.5 M (70.5 FT) NORTHWEST OF
 JU4330'THE NORTHWEST CORNER OF THE HOUSE, 24.5 M (80.4 FT) WEST NORTHWEST OF
 JU4330'THE NORTHEAST CORNER OF THE HOUSE, AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4331 ***********************************************************************
 JU4331  DESIGNATION -  NJGPS 8
 JU4331  PID         -  JU4331
 JU4331  STATE/COUNTY-  NJ/CAPE MAY
 JU4331  USGS QUAD   -  STONE HARBOR (1972)
 JU4331
 JU4331                         *CURRENT SURVEY CONTROL
 JU4331  ___________________________________________________________________
 JU4331* NAD 83(1996)-  39 02 22.17525(N)    074 46 45.83399(W)     ADJUSTED  
 JU4331* NAVD 88     -         7.870  (meters)      25.82   (feet)  ADJUSTED  
 JU4331  ___________________________________________________________________
 JU4331  X           -   1,302,322.562 (meters)                     COMP
 JU4331  Y           -  -4,786,540.435 (meters)                     COMP
 JU4331  Z           -   3,995,706.072 (meters)                     COMP
 JU4331  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 JU4331  ELLIP HEIGHT-         -27.45  (meters)          (10/23/02) GPS OBS
 JU4331  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 JU4331  DYNAMIC HT  -           7.866 (meters)      25.81  (feet)  COMP
 JU4331  MODELED GRAV-     980,058.1   (mgal)                       NAVD 88
 JU4331
 JU4331  HORZ ORDER  -  FIRST
 JU4331  VERT ORDER  -  FIRST     CLASS II
 JU4331  ELLP ORDER  -  FOURTH    CLASS I
 JU4331
 JU4331.The horizontal coordinates were established by GPS observations
 JU4331.and adjusted by the National Geodetic Survey in May 1999..
 JU4331
 JU4331.The orthometric height was determined by differential leveling
 JU4331.and adjusted by the National Geodetic Survey in March 2001..
 JU4331
 JU4331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4331
 JU4331.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4331
 JU4331.The ellipsoidal height was determined by GPS observations
 JU4331.and is referenced to NAD 83.
 JU4331
 JU4331.The geoid height was determined by GEOID03.
 JU4331
 JU4331.The dynamic height is computed by dividing the NAVD 88
 JU4331.geopotential number by the normal gravity value computed on the
 JU4331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4331.degrees latitude (g = 980.6199 gals.).
 JU4331
 JU4331.The modeled gravity was interpolated from observed gravity values.
 JU4331
 JU4331;                    North         East     Units Scale Factor Converg.
 JU4331;SPC NJ       -    22,921.535   125,812.587   MT  0.99990720   -0 10 33.5
 JU4331;SPC NJ       -    75,201.74    412,770.13   sFT  0.99990720   -0 10 33.5
 JU4331;UTM  18      - 4,321,182.342   519,091.672   MT  0.99960449   +0 08 20.2
 JU4331
 JU4331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4331!SPC NJ       -   1.00000431  x   0.99990720  =   0.99991151
 JU4331!UTM  18      -   1.00000431  x   0.99960449  =   0.99960880
 JU4331
 JU4331                          SUPERSEDED SURVEY CONTROL
 JU4331
 JU4331  ELLIP H (05/14/99)  -27.47   (m)                       GP(       ) 4 1
 JU4331  NAD 83(1992)-  39 02 22.17461(N)    074 46 45.83363(W) AD(       ) 1
 JU4331  ELLIP H (03/31/93)  -27.57   (m)                       GP(       ) 3 2
 JU4331
 JU4331.Superseded values are not recommended for survey control.
 JU4331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4331.See file dsdata.txt to determine how the superseded data were derived.
 JU4331
 JU4331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1909221182(NAD 83)
 JU4331_MARKER: DD = SURVEY DISK
 JU4331_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4331_SP_SET: BRIDGE SIDEWALK
 JU4331_STAMPING: NJGPS 8
 JU4331_MARK LOGO: USE   
 JU4331_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4331+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 JU4331
 JU4331  HISTORY     - Date     Condition        Report By
 JU4331  HISTORY     - 1990     MONUMENTED       USE
 JU4331  HISTORY     - 19970806 GOOD             NJGS
 JU4331  HISTORY     - 20060916 GOOD             GEOCAC
 JU4331
 JU4331                          STATION DESCRIPTION
 JU4331
 JU4331'DESCRIBED BY US ENGINEERS 1990
 JU4331'THE STATION IS LOCATED IN STONE HARBOR BOROUGH, ON THE SOUTH SIDE OF
 JU4331'THE OCEAN DRIVE DRAWBRIDGE OVER GREAT CHANNEL, JUST NORTH OF HEREFORD
 JU4331'INLET, ON THE EAST SIDE OF NUMMY AND OUTER ISLANDS. TO REACH THE
 JU4331'STATION FROM THE JUNCTION OF NORTH WILDWOOD ROAD, STATE ROUTE 147 AND
 JU4331'THE GARDEN STATE PARKWAY INTERCHANGE 6, IN MIDDLE TOWNSHIP, GO 4.2 KM
 JU4331'(2.6 MI) SOUTHEAST ON ROUTE 147 TO THE JUNCTION WITH OCEAN DRIVE,
 JU4331'COUNTY ROAD 621, GO 2.9 KM (1.8 MI) NORTHEAST ON ROUTE 621 TO THE
 JU4331'BRIDGE OVER GREAT CHANNEL AND THE STATION IN THE DECK OF THE OUTCOVE
 JU4331'ON THE RIGHT, OPPOSITE THE BRIDGE TENDERS HOUSE. THE STATION IS 6.3
 JU4331'M (20.7 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 3.14 M (10.30 FT)
 JU4331'SOUTHEAST OF A CROSSCUT ON THE NORTHWEST END OF THE OUTCOVE PARAPET,
 JU4331'2.28 M (7.48 FT) SOUTHWEST OF A CROSSCUT ON THE NORTHEAST END OF THE
 JU4331'OUTCOVE PARAPET AND 1.33 M (4.36 FT) NORTHWEST OF A CROSSCUT ON THE
 JU4331'SOUTHEAST CORNER OF THE OUTCOVE PARAPET.
 JU4331
 JU4331                          STATION RECOVERY (1997)
 JU4331
 JU4331'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU4331'RECOVERED AS DESCRIBED.
 JU4331
 JU4331                          STATION RECOVERY (2006)
 JU4331
 JU4331'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JU4331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4332 ***********************************************************************
 JU4332  DESIGNATION -  NJGPS 9
 JU4332  PID         -  JU4332
 JU4332  STATE/COUNTY-  NJ/CAPE MAY
 JU4332  USGS QUAD   -  STONE HARBOR (1972)
 JU4332
 JU4332                         *CURRENT SURVEY CONTROL
 JU4332  ___________________________________________________________________
 JU4332* NAD 83(1996)-  39 03 26.39450(N)    074 45 57.99008(W)     ADJUSTED  
 JU4332* NAVD 88     -         4.333  (meters)      14.22   (feet)  ADJUSTED  
 JU4332  ___________________________________________________________________
 JU4332  X           -   1,303,104.250 (meters)                     COMP
 JU4332  Y           -  -4,785,031.844 (meters)                     COMP
 JU4332  Z           -   3,997,241.849 (meters)                     COMP
 JU4332  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 JU4332  ELLIP HEIGHT-         -30.96  (meters)          (10/23/02) GPS OBS
 JU4332  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 JU4332  DYNAMIC HT  -           4.330 (meters)      14.21  (feet)  COMP
 JU4332  MODELED GRAV-     980,060.4   (mgal)                       NAVD 88
 JU4332
 JU4332  HORZ ORDER  -  FIRST
 JU4332  VERT ORDER  -  FIRST     CLASS II
 JU4332  ELLP ORDER  -  FOURTH    CLASS I
 JU4332
 JU4332.The horizontal coordinates were established by GPS observations
 JU4332.and adjusted by the National Geodetic Survey in May 1999..
 JU4332
 JU4332.The orthometric height was determined by differential leveling
 JU4332.and adjusted by the National Geodetic Survey in March 2001..
 JU4332
 JU4332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4332
 JU4332.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4332
 JU4332.The ellipsoidal height was determined by GPS observations
 JU4332.and is referenced to NAD 83.
 JU4332
 JU4332.The geoid height was determined by GEOID03.
 JU4332
 JU4332.The dynamic height is computed by dividing the NAVD 88
 JU4332.geopotential number by the normal gravity value computed on the
 JU4332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4332.degrees latitude (g = 980.6199 gals.).
 JU4332
 JU4332.The modeled gravity was interpolated from observed gravity values.
 JU4332
 JU4332;                    North         East     Units Scale Factor Converg.
 JU4332;SPC NJ       -    24,898.278   126,968.891   MT  0.99990653   -0 10 03.6
 JU4332;SPC NJ       -    81,687.10    416,563.77   sFT  0.99990653   -0 10 03.6
 JU4332;UTM  18      - 4,323,164.813   520,236.745   MT  0.99960504   +0 08 50.6
 JU4332
 JU4332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4332!SPC NJ       -   1.00000486  x   0.99990653  =   0.99991139
 JU4332!UTM  18      -   1.00000486  x   0.99960504  =   0.99960990
 JU4332
 JU4332                          SUPERSEDED SURVEY CONTROL
 JU4332
 JU4332  ELLIP H (05/14/99)  -30.98   (m)                       GP(       ) 4 1
 JU4332  NAD 83(1992)-  39 03 26.39392(N)    074 45 57.98972(W) AD(       ) 1
 JU4332  ELLIP H (03/31/93)  -31.08   (m)                       GP(       ) 3 2
 JU4332
 JU4332.Superseded values are not recommended for survey control.
 JU4332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4332.See file dsdata.txt to determine how the superseded data were derived.
 JU4332
 JU4332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2023723165(NAD 83)
 JU4332_MARKER: DD = SURVEY DISK
 JU4332_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4332_SP_SET: BRIDGE SIDEWALK
 JU4332_STAMPING: NJGPS 9
 JU4332_MARK LOGO: USE   
 JU4332_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4332+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2006
 JU4332
 JU4332  HISTORY     - Date     Condition        Report By
 JU4332  HISTORY     - 1990     MONUMENTED       USE
 JU4332  HISTORY     - 19930903 GOOD             STEWRT
 JU4332  HISTORY     - 19960924 GOOD             NJGS
 JU4332  HISTORY     - 20050426 GOOD             INDIV
 JU4332  HISTORY     - 20050428 GOOD             INDIV
 JU4332  HISTORY     - 20060917 GOOD             GEOCAC
 JU4332
 JU4332                          STATION DESCRIPTION
 JU4332
 JU4332'DESCRIBED BY US ENGINEERS 1990
 JU4332'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF STONE HARBOR, IN THE
 JU4332'STONE HARBOR BOULEVARD, COUNTY ROAD 629, BRIDGE OVER GREAT CHANNEL,
 JU4332'THE INTRACOASTAL WATERWAY, SET IN THE SOUTH WALKWAY OF THE BRIDGE. TO
 JU4332'REACH THE STATION FROM THE JUNCTION OF STONE HARBOR BOULEVARD, COUNTY
 JU4332'ROAD 629 AND THE GARDEN STATE PARKWAY INTERCHANGE 10, IN CAPE MAY
 JU4332'COURT HOUSE, GO 5.3 KM (3.3 MI) EAST ON ROUTE 629 TO THE WEST SIDE OF
 JU4332'GREAT CHANNEL AND THE STATION ABOUT 85 FT (25.9 M) WEST OF THE
 JU4332'TRAFFIC LIGHT ON THE SOUTH SIDE OF THE BRIDGE. THE STATION IS 6.1 M
 JU4332'(20.0 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 28.9 M (94.8 FT)
 JU4332'SOUTHEAST OF A CROSSCUT IN THE SIDEWALK AT THE SECOND LIGHTPOST WEST
 JU4332'OF THE DRAWSPAN AND 15.07 M (49.44 FT) NORTHWEST OF A CROSSCUT IN THE
 JU4332'SIDEWALK AT THE FIRST LIGHTPOST WEST OF THE DRAWSPAN.
 JU4332
 JU4332                          STATION RECOVERY (1993)
 JU4332
 JU4332'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1993 (JMS)
 JU4332'GOOD.
 JU4332
 JU4332                          STATION RECOVERY (1996)
 JU4332
 JU4332'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU4332'RECOVERED AS DESCRIBED.
 JU4332
 JU4332                          STATION RECOVERY (2005)
 JU4332
 JU4332'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JE)
 JU4332'RECOVERED IN GOOD CONDITION
 JU4332
 JU4332                          STATION RECOVERY (2005)
 JU4332
 JU4332'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JE)
 JU4332'RECOVERED IN GOOD CONDITION
 JU4332
 JU4332                          STATION RECOVERY (2006)
 JU4332
 JU4332'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JU4332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4333 ***********************************************************************
 JU4333  DESIGNATION -  NJGPS AC
 JU4333  PID         -  JU4333
 JU4333  STATE/COUNTY-  NJ/ATLANTIC
 JU4333  USGS QUAD   -  ATLANTIC CITY (1994)
 JU4333
 JU4333                         *CURRENT SURVEY CONTROL
 JU4333  ___________________________________________________________________
 JU4333* NAD 83(1996)-  39 22 19.34656(N)    074 25 35.80123(W)     ADJUSTED  
 JU4333* NAVD 88     -         1.7    (meters)       6.     (feet)  GPS OBS   
 JU4333  ___________________________________________________________________
 JU4333  X           -   1,325,503.449 (meters)                     COMP
 JU4333  Y           -  -4,755,947.044 (meters)                     COMP
 JU4333  Z           -   4,024,310.601 (meters)                     COMP
 JU4333  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 JU4333  ELLIP HEIGHT-         -32.68  (meters)          (10/23/02) GPS OBS
 JU4333  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 JU4333
 JU4333  HORZ ORDER  -  FIRST
 JU4333  ELLP ORDER  -  FOURTH    CLASS I
 JU4333
 JU4333.The horizontal coordinates were established by GPS observations
 JU4333.and adjusted by the National Geodetic Survey in May 1999..
 JU4333
 JU4333.The orthometric height was determined by GPS observations and a
 JU4333.high-resolution geoid model.
 JU4333
 JU4333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4333
 JU4333.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4333
 JU4333.The ellipsoidal height was determined by GPS observations
 JU4333.and is referenced to NAD 83.
 JU4333
 JU4333.The geoid height was determined by GEOID03.
 JU4333
 JU4333;                    North         East     Units Scale Factor Converg.
 JU4333;SPC NJ       -    59,802.504   156,323.327   MT  0.99990049   +0 02 47.6
 JU4333;SPC NJ       -   196,202.05    512,870.78   sFT  0.99990049   +0 02 47.6
 JU4333;UTM  18      - 4,358,220.436   549,389.819   MT  0.99963003   +0 21 49.5
 JU4333
 JU4333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4333!SPC NJ       -   1.00000513  x   0.99990049  =   0.99990562
 JU4333!UTM  18      -   1.00000513  x   0.99963003  =   0.99963516
 JU4333
 JU4333:                Primary Azimuth Mark                     Grid Az
 JU4333:SPC NJ       -  NJGPS 20                                 004 38 39.0
 JU4333:UTM  18      -  NJGPS 20                                 004 19 37.1
 JU4333
 JU4333|---------------------------------------------------------------------|
 JU4333| PID    Reference Object                     Distance      Geod. Az  |
 JU4333|                                                           dddmmss.s |
 JU4333| JU4311 NJGPS 20                            APPROX. 1.3 KM 0044126.6 |
 JU4333|---------------------------------------------------------------------|
 JU4333
 JU4333                          SUPERSEDED SURVEY CONTROL
 JU4333
 JU4333  ELLIP H (05/14/99)  -32.70   (m)                       GP(       ) 4 1
 JU4333  NAD 83(1986)-  39 22 19.34474(N)    074 25 35.79988(W) AD(       ) 1
 JU4333  ELLIP H (03/31/93)  -32.75   (m)                       GP(       ) 3 2
 JU4333
 JU4333.Superseded values are not recommended for survey control.
 JU4333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4333.See file dsdata.txt to determine how the superseded data were derived.
 JU4333
 JU4333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4939058220(NAD 83)
 JU4333_MARKER: DD = SURVEY DISK
 JU4333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4333_SP_SET: CONCRETE POST
 JU4333_STAMPING: NJGPS AC
 JU4333_MARK LOGO: USE   
 JU4333_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4333+STABILITY: SURFACE MOTION
 JU4333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4333+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JU4333
 JU4333  HISTORY     - Date     Condition        Report By
 JU4333  HISTORY     - 1990     MONUMENTED       USE
 JU4333
 JU4333                          STATION DESCRIPTION
 JU4333
 JU4333'DESCRIBED BY US ENGINEERS 1990
 JU4333'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE GROUNDS OF THE U.S.
 JU4333'ARMY CORPS OF ENGINEERS ATLANTIC CITY SUB OFFICE ON THE NORTHEAST
 JU4333'SIDE OF THE TEE JUNCTION OF MARYLAND AVENUE AND SWELL AVENUE.  TO
 JU4333'REACH THE STATION FROM THE ATLANTIC CITY POST OFFICE, GO 0.6 MI
 JU4333'(1.0 KM) NORTH ON PACIFIC AVENUE TO THE JUNCTION WITH MARYLAND
 JU4333'AVENUE, GO 0.7 MI (1.1 KM) WEST ON MARYLAND AVENUE TO THE U.S. ARMY
 JU4333'CORPS OF ENGINEERS OFFICE AND THE STATION ON THE RIGHT.  THE STATION
 JU4333'IS 29.0 FT (8.8 M) SOUTH OF THE SOUTHEAST CORNER OF THE OFFICE
 JU4333'BUILDING, 26.2 FT (8.0 M) NORTHWEST OF THE SOUTHEAST CORNER OF THE
 JU4333'OFFICE BUILDING, 21.5 FT (6.6 M) WEST NORTHWEST OF POLE NUMBER AC
 JU4333'10086 AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4334 ***********************************************************************
 JU4334  DESIGNATION -  NJGPS HIGHBAR
 JU4334  PID         -  JU4334
 JU4334  STATE/COUNTY-  NJ/OCEAN
 JU4334  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU4334
 JU4334                         *CURRENT SURVEY CONTROL
 JU4334  ___________________________________________________________________
 JU4334* NAD 83(1996)-  39 45 30.79740(N)    074 07 09.92534(W)     ADJUSTED  
 JU4334* NAVD 88     -         4.0    (meters)      13.     (feet)  GPS OBS   
 JU4334  ___________________________________________________________________
 JU4334  X           -   1,343,504.283 (meters)                     COMP
 JU4334  Y           -  -4,722,484.097 (meters)                     COMP
 JU4334  Z           -   4,057,394.270 (meters)                     COMP
 JU4334  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 JU4334  ELLIP HEIGHT-         -29.35  (meters)          (10/23/02) GPS OBS
 JU4334  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JU4334
 JU4334  HORZ ORDER  -  FIRST
 JU4334  ELLP ORDER  -  FOURTH    CLASS I
 JU4334
 JU4334.The horizontal coordinates were established by GPS observations
 JU4334.and adjusted by the National Geodetic Survey in May 1999..
 JU4334
 JU4334.The orthometric height was determined by GPS observations and a
 JU4334.high-resolution geoid model.
 JU4334
 JU4334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4334
 JU4334.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4334
 JU4334.The ellipsoidal height was determined by GPS observations
 JU4334.and is referenced to NAD 83.
 JU4334
 JU4334.The geoid height was determined by GEOID03.
 JU4334
 JU4334;                    North         East     Units Scale Factor Converg.
 JU4334;SPC NJ       -   102,778.139   182,609.833   MT  0.99991309   +0 14 36.2
 JU4334;SPC NJ       -   337,197.94    599,112.43   sFT  0.99991309   +0 14 36.2
 JU4334;UTM  18      - 4,401,330.455   575,430.341   MT  0.99967005   +0 33 47.5
 JU4334
 JU4334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4334!SPC NJ       -   1.00000460  x   0.99991309  =   0.99991769
 JU4334!UTM  18      -   1.00000460  x   0.99967005  =   0.99967465
 JU4334
 JU4334                          SUPERSEDED SURVEY CONTROL
 JU4334
 JU4334  ELLIP H (05/14/99)  -29.36   (m)                       GP(       ) 4 1
 JU4334  NAD 83(1986)-  39 45 30.79109(N)    074 07 09.92238(W) AD(       ) 1
 JU4334  ELLIP H (03/31/93)  -29.35   (m)                       GP(       ) 3 2
 JU4334
 JU4334.Superseded values are not recommended for survey control.
 JU4334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4334.See file dsdata.txt to determine how the superseded data were derived.
 JU4334
 JU4334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7543001330(NAD 83)
 JU4334_MARKER: DD = SURVEY DISK
 JU4334_SETTING: 0 = UNSPECIFIED SETTING
 JU4334_STAMPING: HIGHBAR
 JU4334_MARK LOGO: USE   
 JU4334_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4334+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JU4334
 JU4334  HISTORY     - Date     Condition        Report By
 JU4334  HISTORY     - 1990     MONUMENTED       USE
 JU4334
 JU4334                          STATION DESCRIPTION
 JU4334
 JU4334'DESCRIBED BY US ENGINEERS 1990
 JU4334'THE STATION IS LOCATED IN LONG BEACH TOWNSHIP APPROXIMATELY 300 FEET
 JU4334'NORTHEAST OF THE NORTHEAST END OF SUNSET BOULEVARD IN HIGHBAR HARBOR
 JU4334'AT THE NORTH END OF LONG BEACH ISLAND, BETWEEN HOUSE NUMBERS 215 AND
 JU4334'38.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 72 AND
 JU4334'CENTRAL AVENUE GO 7.7 MI (12.4 KM) NORTH ON CENTRAL AVENUE TO AUBURN
 JU4334'AVENUE, TURN LEFT AND GO 0.4 MI (0.6 KM) WEST TO THE JUNCTION WITH
 JU4334'ARNOLD BOULEVARD, TAKE ARNOLD BOULEVARD FOR 0.1 MI (0.2 KM) TO SUNSET
 JU4334'BOULEVARD, GO NORTH ON SUNSET BOULEVARD FOR 0.4 MI (0.6 KM) TO THE
 JU4334'STATION AHEAD.  THE STATION IS A STANDARD DISK, SET ON TOP OF A 0.85
 JU4334'M (2.79 FT) LONG ROD DRIVEN IN THE GROUND.  THE STATION IS 147.39 FT
 JU4334'(44.92 M) NORTH OF A PK NAIL SET IN THE CENTER OF A PILING, 169.51 FT
 JU4334'(51.67 M) NORTHEAST OF A PK NAIL IN THE TOP OF A PILING, 164.69 FT
 JU4334'(50.20 M) NORTHWEST OF A PK NAIL IN THE TOP OF A PILING.  THE STATION
 JU4334'IS MARKED BY AN ALUMINUM MOMUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4335 ***********************************************************************
 JU4335  DESIGNATION -  NJGPS SOUTH
 JU4335  PID         -  JU4335
 JU4335  STATE/COUNTY-  NJ/OCEAN
 JU4335  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU4335
 JU4335                         *CURRENT SURVEY CONTROL
 JU4335  ___________________________________________________________________
 JU4335* NAD 83(1996)-  39 45 48.28411(N)    074 06 20.43701(W)     ADJUSTED  
 JU4335* NAVD 88     -         8.6    (meters)      28.     (feet)  GPS OBS   
 JU4335  ___________________________________________________________________
 JU4335  X           -   1,344,543.803 (meters)                     COMP
 JU4335  Y           -  -4,721,833.297 (meters)                     COMP
 JU4335  Z           -   4,057,811.821 (meters)                     COMP
 JU4335  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 JU4335  ELLIP HEIGHT-         -24.71  (meters)          (10/23/02) GPS OBS
 JU4335  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JU4335
 JU4335  HORZ ORDER  -  FIRST
 JU4335  ELLP ORDER  -  FOURTH    CLASS I
 JU4335
 JU4335.The horizontal coordinates were established by GPS observations
 JU4335.and adjusted by the National Geodetic Survey in May 1999..
 JU4335
 JU4335.The orthometric height was determined by GPS observations and a
 JU4335.high-resolution geoid model.
 JU4335
 JU4335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4335
 JU4335.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4335
 JU4335.The ellipsoidal height was determined by GPS observations
 JU4335.and is referenced to NAD 83.
 JU4335
 JU4335.The geoid height was determined by GEOID03.
 JU4335
 JU4335;                    North         East     Units Scale Factor Converg.
 JU4335;SPC NJ       -   103,322.501   183,785.359   MT  0.99991405   +0 15 08.0
 JU4335;SPC NJ       -   338,983.91    602,969.13   sFT  0.99991405   +0 15 08.0
 JU4335;UTM  18      - 4,401,881.237   576,602.526   MT  0.99967224   +0 34 19.4
 JU4335
 JU4335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4335!SPC NJ       -   1.00000388  x   0.99991405  =   0.99991793
 JU4335!UTM  18      -   1.00000388  x   0.99967224  =   0.99967612
 JU4335
 JU4335:                Primary Azimuth Mark                     Grid Az
 JU4335:SPC NJ       -  NJGPS 35                                 035 16 45.1
 JU4335:UTM  18      -  NJGPS 35                                 034 57 33.7
 JU4335
 JU4335|---------------------------------------------------------------------|
 JU4335| PID    Reference Object                     Distance      Geod. Az  |
 JU4335|                                                           dddmmss.s |
 JU4335| JU4323 NJGPS 35                            APPROX. 0.8 KM 0353153.1 |
 JU4335| JU2475 BARNEGAT LIGHT 3 RESET              174.666 METERS 25245     |
 JU4335|---------------------------------------------------------------------|
 JU4335
 JU4335                          SUPERSEDED SURVEY CONTROL
 JU4335
 JU4335  ELLIP H (05/14/99)  -24.72   (m)                       GP(       ) 4 1
 JU4335  NAD 83(1986)-  39 45 48.27762(N)    074 06 20.43366(W) AD(       ) 1
 JU4335  ELLIP H (03/31/93)  -24.71   (m)                       GP(       ) 3 2
 JU4335
 JU4335.Superseded values are not recommended for survey control.
 JU4335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4335.See file dsdata.txt to determine how the superseded data were derived.
 JU4335
 JU4335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7660301881(NAD 83)
 JU4335_MARKER: DD = SURVEY DISK
 JU4335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4335_SP_SET: CONCRETE POST
 JU4335_STAMPING: SOUTH GPS 1990
 JU4335_MARK LOGO: USE   
 JU4335_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4335+STABILITY: SURFACE MOTION
 JU4335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4335+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JU4335
 JU4335  HISTORY     - Date     Condition        Report By
 JU4335  HISTORY     - 1990     MONUMENTED       USE
 JU4335
 JU4335                          STATION DESCRIPTION
 JU4335
 JU4335'DESCRIBED BY US ENGINEERS 1990
 JU4335'THE STATION IS LOCATED AT THE NORTH END OF LONG BEACH ISLAND, ON THE
 JU4335'SOUTH SIDE OF BARNEGAT INLET, IN THE TOP OF A DUNE, JUST SOUTHEAST OF
 JU4335'THE LIGHTHOUSE AND ON THE GROUNDS OF THE BARNEGAT LIGHT STATE PARK.
 JU4335'THE STATION IS 4.25 FT (1.30 M) WEST FROM A 1 INCH DIAMETER STEEL ROD
 JU4335'SET 1.5 FT (0.5 M) ABOVE THE GROUND WITH CROSS CUT IN THE CENTER,
 JU4335'3.90 FT (1.19 M) NORTH FROM A STEEL FENCE POST WITH CROSS CUT IN THE
 JU4335'CENTER AND 3.81 FT (1.16 M) SOUTH FROM A STEEL FENCE POST WITH A
 JU4335'CROSS CUT IN THE CENTER.  THE DISK, STAMPED NJGPS SOUTH, IS SET FLUSH
 JU4335'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4336 ***********************************************************************
 JU4336  DESIGNATION -  NJGPS WARE
 JU4336  PID         -  JU4336
 JU4336  STATE/COUNTY-  NJ/OCEAN
 JU4336  USGS QUAD   -  FORKED RIVER (1989)
 JU4336
 JU4336                         *CURRENT SURVEY CONTROL
 JU4336  ___________________________________________________________________
 JU4336* NAD 83(1996)-  39 47 48.62982(N)    074 10 51.89256(W)     ADJUSTED  
 JU4336* NAVD 88     -         1.1    (meters)       4.     (feet)  GPS OBS   
 JU4336  ___________________________________________________________________
 JU4336  X           -   1,337,679.525 (meters)                     COMP
 JU4336  Y           -  -4,721,308.319 (meters)                     COMP
 JU4336  Z           -   4,060,659.542 (meters)                     COMP
 JU4336  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 JU4336  ELLIP HEIGHT-         -32.07  (meters)          (10/23/02) GPS OBS
 JU4336  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JU4336
 JU4336  HORZ ORDER  -  FIRST
 JU4336  ELLP ORDER  -  FOURTH    CLASS I
 JU4336
 JU4336.The horizontal coordinates were established by GPS observations
 JU4336.and adjusted by the National Geodetic Survey in May 1999..
 JU4336
 JU4336.The orthometric height was determined by GPS observations and a
 JU4336.high-resolution geoid model.
 JU4336
 JU4336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4336
 JU4336.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4336
 JU4336.The ellipsoidal height was determined by GPS observations
 JU4336.and is referenced to NAD 83.
 JU4336
 JU4336.The geoid height was determined by GEOID03.
 JU4336
 JU4336;                    North         East     Units Scale Factor Converg.
 JU4336;SPC NJ       -   107,008.096   177,311.531   MT  0.99990918   +0 12 14.9
 JU4336;SPC NJ       -   351,075.73    581,729.58   sFT  0.99990918   +0 12 14.9
 JU4336;UTM  18      - 4,405,529.729   570,109.812   MT  0.99966051   +0 31 27.1
 JU4336
 JU4336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4336!SPC NJ       -   1.00000503  x   0.99990918  =   0.99991421
 JU4336!UTM  18      -   1.00000503  x   0.99966051  =   0.99966554
 JU4336
 JU4336                          SUPERSEDED SURVEY CONTROL
 JU4336
 JU4336  ELLIP H (05/14/99)  -32.09   (m)                       GP(       ) 4 1
 JU4336  NAD 83(1986)-  39 47 48.62348(N)    074 10 51.88944(W) AD(       ) 1
 JU4336  ELLIP H (03/31/93)  -32.07   (m)                       GP(       ) 3 2
 JU4336
 JU4336.Superseded values are not recommended for survey control.
 JU4336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4336.See file dsdata.txt to determine how the superseded data were derived.
 JU4336
 JU4336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7011005530(NAD 83)
 JU4336_MARKER: DD = SURVEY DISK
 JU4336_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 JU4336_SP_SET: ALUMINUM ALLOY ROD
 JU4336_STAMPING: NJGPS WARE
 JU4336_MARK LOGO: USE   
 JU4336_PROJECTION: FLUSH
 JU4336_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4336+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2000
 JU4336_ROD/PIPE-DEPTH: 7.01 meters
 JU4336
 JU4336  HISTORY     - Date     Condition        Report By
 JU4336  HISTORY     - 1990     MONUMENTED       USE
 JU4336  HISTORY     - 20001015 GOOD             NJDEP
 JU4336
 JU4336                          STATION DESCRIPTION
 JU4336
 JU4336'DESCRIBED BY US ENGINEERS 1990
 JU4336'THE STATION, IS LOCATED IN OCEAN TOWNSHIP, ON THE WEST SHORE OF
 JU4336'BARNEGAT BAY, AT THE EAST END OF HORNBLOWER AVENUE IN THE SKIPPERS
 JU4336'COVE DEVELOPMENT JUST NORTH OF NORTH HARBOR WHICH IS AT THE MOUTH OF
 JU4336'WARETOWN CREEK, IN WARETOWN.  TO REACH THE STATION FROM THE JUNCTION
 JU4336'OF U.S.HIGHWAY 9 AND COUNTY ROAD 532, BRYANT ROAD IN WARETOWN, GO 0.3
 JU4336'MI (0.5 KM) EAST ON BRYANT ROAD TO MAIN STREET, GO 0.2 MI (0.3 KM)
 JU4336'NORTH ON MAIN STREET TO SKIPPERS BOULEVARD, TURN RIGHT ON SKIPPERS
 JU4336'BOULEVARD AND GO 0.2 MI (0.3 KM) TO HAWKINS WAY, TURN LEFT AND GO 0.1
 JU4336'MI (0.2 KM) NORTH ON HAWKINS WAY TO HORNBLOWER DRIVE, TURN RIGHT AND
 JU4336'GO 0.5 MI (0.8 KM) EAST TO THE END OF HORNBLOWER DRIVE AND THE
 JU4336'STATION ON THE RIGHT.  THE STATION IS MARKED BY AN ALUMINUM DISK SET
 JU4336'ON AN ALUMINUM ROD DRIVEN 23 FT (7.0 M) TO REFUSAL, AND IS INSIDE A
 JU4336'0.33 FT (0.10 M) DIAMETER PLASTIC PIPE IMBEDED 4 FT (1.2 M) IN POURED
 JU4336'CONCRETE, THE TOP OF THE PIPE IS COVERED BY AN ACCESS CAP SET FLUSH
 JU4336'WITH THE GROUND.  THE STATION IS 200.0 FT (61.0 M) EAST OF THE
 JU4336'BLUEBEARD AVENUE CENTERLINE, 19.0 FT (5.8 M) SOUTH OF THE HORNBLOWER
 JU4336'DRIVE CENTERLINE, 11.0 FT (3.4 M) NORTHWEST OF THE CORNER OF THE
 JU4336'BULKHEAD, 44.96 FT (13.70 M) SOUTHEAST OF A NAIL SET 0.5 FT (0.2 M)
 JU4336'ABOVE THE GROUND IN POLE NUMBER 3MV BT137, 18.93 FT (5.77 M) WEST OF A
 JU4336'NAIL IN THE TOP OF THE SOUTHERNMOST PILE OF A DIAGONAL BULKHEAD AND
 JU4336'8.48 FT (2.58 M) WEST OF A NAIL IN THE TOP OF A PILE OF THE BULKHEAD.
 JU4336'A WITNESS POST IS ATTACHED TO THE PILE.
 JU4336
 JU4336                          STATION RECOVERY (2000)
 JU4336
 JU4336'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2000 (DEW)
 JU4336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5047 ***********************************************************************
 AJ5047  FBN         -  This is a Federal Base Network Control Station.
 AJ5047  DESIGNATION -  NJIT A
 AJ5047  PID         -  AJ5047
 AJ5047  STATE/COUNTY-  NJ/ESSEX
 AJ5047  USGS QUAD   -  ORANGE (1981)
 AJ5047
 AJ5047                         *CURRENT SURVEY CONTROL
 AJ5047  ___________________________________________________________________
 AJ5047* NAD 83(1996)-  40 45 23.80427(N)    074 10 58.31688(W)     ADJUSTED  
 AJ5047* NAVD 88     -        27.8    (meters)      91.     (feet)  GPS OBS   
 AJ5047  ___________________________________________________________________
 AJ5047  X           -   1,318,759.298 (meters)                     COMP
 AJ5047  Y           -  -4,655,082.627 (meters)                     COMP
 AJ5047  Z           -   4,141,983.944 (meters)                     COMP
 AJ5047  LAPLACE CORR-           5.44  (seconds)                    DEFLEC99
 AJ5047  ELLIP HEIGHT-          -4.48  (meters)          (09/24/01) GPS OBS
 AJ5047  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 AJ5047
 AJ5047  HORZ ORDER  -  B
 AJ5047  ELLP ORDER  -  FOURTH    CLASS I
 AJ5047
 AJ5047.The horizontal coordinates were established by GPS observations
 AJ5047.and adjusted by the National Geodetic Survey in September 2001..
 AJ5047
 AJ5047.The orthometric height was determined by GPS observations and a
 AJ5047.high-resolution geoid model.
 AJ5047
 AJ5047.Photographs are available for this station.
 AJ5047
 AJ5047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5047
 AJ5047.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5047
 AJ5047.The ellipsoidal height was determined by GPS observations
 AJ5047.and is referenced to NAD 83.
 AJ5047
 AJ5047.The geoid height was determined by GEOID03.
 AJ5047
 AJ5047;                    North         East     Units Scale Factor Converg.
 AJ5047;SPC NJ       -   213,570.065   176,777.396   MT  0.99990882   +0 12 25.3
 AJ5047;SPC NJ       -   700,687.79    579,977.17   sFT  0.99990882   +0 12 25.3
 AJ5047;UTM  18      - 4,512,060.403   568,974.761   MT  0.99965856   +0 32 00.5
 AJ5047
 AJ5047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5047!SPC NJ       -   1.00000070  x   0.99990882  =   0.99990952
 AJ5047!UTM  18      -   1.00000070  x   0.99965856  =   0.99965926
 AJ5047
 AJ5047                          SUPERSEDED SURVEY CONTROL
 AJ5047
 AJ5047.No superseded survey control is available for this station.
 AJ5047
 AJ5047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6897512060(NAD 83)
 AJ5047_MARKER: I = METAL ROD
 AJ5047_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ5047+WITH SETTING: INFORMATION.
 AJ5047_STAMPING: NJIT A 2000
 AJ5047_MARK LOGO: NGS   
 AJ5047_PROJECTION: FLUSH
 AJ5047_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5047+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 AJ5047_ROD/PIPE-DEPTH: 2.6  meters
 AJ5047_SLEEVE-DEPTH  : 0.91 meters
 AJ5047
 AJ5047  HISTORY     - Date     Condition        Report By
 AJ5047  HISTORY     - 2000     MONUMENTED       NGS
 AJ5047  HISTORY     - 20030703 GOOD             GILMOR
 AJ5047
 AJ5047                          STATION DESCRIPTION
 AJ5047
 AJ5047'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AJ5047'THE STATION IS LOCATED IN NEWARK, IN THE SOUTHERN SECTION OF
 AJ5047'BRANCH BROOK PARK, ABOUT 0.16 KM (0.10 MI) SOUTH OF THE PARK AVENUE
 AJ5047'(BRANCH BROOK) OVERPASS BRIDGE, AT THE NORTH CORNER OF A JOG IN
 AJ5047'THE CONCRETE BALUSTRADE ALONG THE WEST BANK OF THE BROOK.
 AJ5047'OWNERSHIP--ESSEX COUNTY DEPARTMENT OF PARKS.  CONTACT MR DAN
 AJ5047'SALVANTE, COUNTY PARK DIRECTOR, ONE DAY IN ADVANCE BEFORE
 AJ5047'OCCUPYING THE STATION, PHONE 973-268-3518. ALTERNATE CONTACT IS MR
 AJ5047'RAJASHEKAR RAVILLA, ESSEX COUNTY ENGINEER, PHONE 973-226-8500 EXT
 AJ5047'266.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AJ5047'HIGHWAY 280 EASTBOUND AND THE EAST END OF THE EXIT RAMP FOR FIRST
 AJ5047'STREET-BRANCH BROOK PARK (EXIT 13), GO NORTH ON FIRST STREET FOR
 AJ5047'0.16 KM (0.10 MI) TO THE INTERSECTION OF ORANGE STREET. TURN RIGHT,
 AJ5047'EAST ON ORANGE STREET FOR 0.48 KM (0.30 MI) TO THE JUNCTION OF
 AJ5047'NORFOLK STREET ON THE RIGHT AND CLIFTON STREET ON THE LEFT.  TURN
 AJ5047'LEFT, NORTH ON CLIFTON STREET, PASSING OVER INTERSTATE HIGHWAY
 AJ5047'280, AND GO 0.89 KM (0.55 MI) TO THE INTERSECTION OF PARK AVENUE.
 AJ5047'TURN LEFT, WEST ON PARK AVENUE FOR 0.48 KM (0.30 MI) TO THE WEST END
 AJ5047'OF THE PARK AVENUE BRIDGE OVER BRANCH BROOK.  CONTINUE AHEAD,
 AJ5047'WEST ON PARK AVENUE FOR 0.16 KM (0.10 MI) TO AN ENTRANCE ROAD TO
 AJ5047'BRANCH BROOK PARK ON THE LEFT.  TURN LEFT, SOUTH ON THE PARK
 AJ5047'ROAD FOR 0.08 KM (0.05 MI) TO A T-JUNCTION.  TURN LEFT, EAST ON THE
 AJ5047'PARK ROAD FOR 0.16 KM (0.10 MI) TO THE ENTRANCE DRIVE OF A TRACK
 AJ5047'ROAD ON THE RIGHT ON THE EAST SIDE OF A BROWN ABANDONED
 AJ5047'CONCRETE BUILDING, ABOUT 0.16 KM (0.10 MI) SOUTH OF THE PARK ROAD
 AJ5047'UNDERPASS BENEATH PARK STREET.  TURN RIGHT, SOUTH ON THE TRACK
 AJ5047'ROAD FOR ABOUT 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT, JUST
 AJ5047'BEFORE REACHING THE NORTH ONE OF TWO CONCRETE LIONS AT
 AJ5047'CONCRETE STEPS LEADING TO WATER.  THE STATION IS A PUNCH MARK ON
 AJ5047'THE TOP OF A STAINLESS STEEL ROD IN A GREASE-FILLED SLEEVE, ENCASED
 AJ5047'IN A 13 CM PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE
 AJ5047'FLUSH WITH GROUND.  LOCATED 34.45 M (113.02 FT) SOUTHWEST OF THE
 AJ5047'SOUTHWEST CORNER OF THE CONCRETE BUILDING (OLD REST ROOMS), 18.6
 AJ5047'M (61.0 FT) SOUTHEAST OF THE SOUTH CORNER OF THE CONCRETE
 AJ5047'FOUNDATION FOR THE SOUTH ONE OF TWO WATER FOUNTAINS, 10.06 M
 AJ5047'(33.01 FT) NORTHEAST OF THE EAST CORNER OF THE NORTH ONE OF THE
 AJ5047'TWO CONCRETE LIONS AND 0.4 M (1.3 FT) NORTH OF THE NORTH CORNER OF
 AJ5047'THE JOG IN THE CONCRETE BALUSTRADE.
 AJ5047'
 AJ5047
 AJ5047                          STATION RECOVERY (2003)
 AJ5047
 AJ5047'RECOVERY NOTE BY GILMORE AND ASSOCIATES, INCORPORATED 2003 (SJK)
 AJ5047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH3768 ***********************************************************************
 DH3768  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3768  DESIGNATION -  NJMT CORS ARP
 DH3768  CORS_ID     -  NJMT
 DH3768  PID         -  DH3768
 DH3768  STATE/COUNTY-  NJ/MORRIS
 DH3768  USGS QUAD   -  MORRISTOWN (1981)
 DH3768
 DH3768                         *CURRENT SURVEY CONTROL
 DH3768  ___________________________________________________________________
 DH3768* NAD 83(CORS)-  40 47 47.35023(N)    074 28 59.34006(W)     ADJUSTED  
 DH3768* NAVD 88     -                                                        
 DH3768  ___________________________________________________________________
 DH3768  EPOCH DATE  -        2002.00
 DH3768  X           -   1,293,591.980 (meters)                     COMP
 DH3768  Y           -  -4,659,220.706 (meters)                     COMP
 DH3768  Z           -   4,145,406.092 (meters)                     COMP
 DH3768  ELLIP HEIGHT-         101.14  (meters)          (06/??/05) GPS OBS
 DH3768  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 DH3768
 DH3768  HORZ ORDER  -  SPECIAL (CORS)
 DH3768  ELLP ORDER  -  SPECIAL (CORS)
 DH3768
 DH3768.ITRF positions are available for this station.
 DH3768.The coordinates were established by GPS observations
 DH3768.and adjusted by the National Geodetic Survey in June 2005..
 DH3768.The coordinates are valid at the epoch date displayed above.
 DH3768.The epoch date for horizontal control is a decimal equivalence
 DH3768.of Year/Month/Day.
 DH3768
 DH3768
 DH3768.The PID for the CORS L1 Phase Center is DH3769.
 DH3768
 DH3768.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3768
 DH3768.The ellipsoidal height was determined by GPS observations
 DH3768.and is referenced to NAD 83.
 DH3768
 DH3768.The geoid height was determined by GEOID03.
 DH3768
 DH3768;                    North         East     Units Scale Factor Converg.
 DH3768;SPC NJ       -   217,949.356   151,421.886   MT  0.99990002   +0 00 39.6
 DH3768;SPC NJ       -   715,055.51    496,789.97   sFT  0.99990002   +0 00 39.6
 DH3768
 DH3768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3768!SPC NJ       -   0.99998414  x   0.99990002  =   0.99988416
 DH3768
 DH3768                          SUPERSEDED SURVEY CONTROL
 DH3768
 DH3768.No superseded survey control is available for this station.
 DH3768
 DH3768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4360116294(NAD 83)
 DH3768_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3768
 DH3768                          STATION DESCRIPTION
 DH3768
 DH3768'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3768'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3768'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3768'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3768'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3768'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH3769 ***********************************************************************
 DH3769  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3769  DESIGNATION -  NJMT CORS L1 PHASE CENTER
 DH3769  CORS_ID     -  NJMT
 DH3769  PID         -  DH3769
 DH3769  STATE/COUNTY-  NJ/MORRIS
 DH3769  USGS QUAD   -  MORRISTOWN (1981)
 DH3769
 DH3769                         *CURRENT SURVEY CONTROL
 DH3769  ___________________________________________________________________
 DH3769* NAD 83(CORS)-  40 47 47.35031(N)    074 28 59.34000(W)     ADJUSTED  
 DH3769* NAVD 88     -                                                        
 DH3769  ___________________________________________________________________
 DH3769  EPOCH DATE  -        2002.00
 DH3769  X           -   1,293,592.003 (meters)                     COMP
 DH3769  Y           -  -4,659,220.784 (meters)                     COMP
 DH3769  Z           -   4,145,406.166 (meters)                     COMP
 DH3769  ELLIP HEIGHT-         101.25  (meters)          (06/??/05) GPS OBS
 DH3769  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 DH3769
 DH3769  HORZ ORDER  -  SPECIAL (CORS)
 DH3769  ELLP ORDER  -  SPECIAL (CORS)
 DH3769
 DH3769.ITRF positions are available for this station.
 DH3769.The coordinates were established by GPS observations
 DH3769.and adjusted by the National Geodetic Survey in June 2005..
 DH3769.The coordinates are valid at the epoch date displayed above.
 DH3769.The epoch date for horizontal control is a decimal equivalence
 DH3769.of Year/Month/Day.
 DH3769
 DH3769
 DH3769.The PID for the CORS ARP is DH3768.
 DH3769
 DH3769.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3769
 DH3769.The ellipsoidal height was determined by GPS observations
 DH3769.and is referenced to NAD 83.
 DH3769
 DH3769.The geoid height was determined by GEOID03.
 DH3769
 DH3769;                    North         East     Units Scale Factor Converg.
 DH3769;SPC NJ       -   217,949.358   151,421.887   MT  0.99990002   +0 00 39.6
 DH3769;SPC NJ       -   715,055.52    496,789.97   sFT  0.99990002   +0 00 39.6
 DH3769
 DH3769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3769!SPC NJ       -   0.99998412  x   0.99990002  =   0.99988414
 DH3769
 DH3769                          SUPERSEDED SURVEY CONTROL
 DH3769
 DH3769.No superseded survey control is available for this station.
 DH3769
 DH3769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4360116294(NAD 83)
 DH3769_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3769
 DH3769                          STATION DESCRIPTION
 DH3769
 DH3769'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3769'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3769'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3769'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3769'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3769'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI1077 ***********************************************************************
 DI1077  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1077  DESIGNATION -  NJOC CORS ARP
 DI1077  CORS_ID     -  NJOC
 DI1077  PID         -  DI1077
 DI1077  STATE/COUNTY-  NJ/OCEAN
 DI1077  USGS QUAD   -  TOMS RIVER (1989)
 DI1077
 DI1077                         *CURRENT SURVEY CONTROL
 DI1077  ___________________________________________________________________
 DI1077* NAD 83(CORS)-  39 57 10.02338(N)    074 11 36.59353(W)     ADJUSTED  
 DI1077* NAVD 88     -                                                        
 DI1077  ___________________________________________________________________
 DI1077  EPOCH DATE  -        2002.00
 DI1077  X           -   1,333,637.617 (meters)                     COMP
 DI1077  Y           -  -4,710,934.896 (meters)                     COMP
 DI1077  Z           -   4,073,962.904 (meters)                     COMP
 DI1077  ELLIP HEIGHT-          -8.17  (meters)          (08/??/06) GPS OBS
 DI1077  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 DI1077
 DI1077  HORZ ORDER  -  SPECIAL (CORS)
 DI1077  ELLP ORDER  -  SPECIAL (CORS)
 DI1077
 DI1077.ITRF positions are available for this station.
 DI1077.The coordinates were established by GPS observations
 DI1077.and adjusted by the National Geodetic Survey in August 2006..
 DI1077.The coordinates are valid at the epoch date displayed above.
 DI1077.The epoch date for horizontal control is a decimal equivalence
 DI1077.of Year/Month/Day.
 DI1077
 DI1077
 DI1077.The PID for the CORS L1 Phase Center is DI1078.
 DI1077
 DI1077.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1077
 DI1077.The ellipsoidal height was determined by GPS observations
 DI1077.and is referenced to NAD 83.
 DI1077
 DI1077.The geoid height was determined by GEOID03.
 DI1077
 DI1077;                    North         East     Units Scale Factor Converg.
 DI1077;SPC NJ       -   124,317.355   176,188.792   MT  0.99990844   +0 11 48.6
 DI1077;SPC NJ       -   407,864.52    578,046.06   sFT  0.99990844   +0 11 48.6
 DI1077
 DI1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1077!SPC NJ       -   1.00000128  x   0.99990844  =   0.99990972
 DI1077
 DI1077                          SUPERSEDED SURVEY CONTROL
 DI1077
 DI1077.No superseded survey control is available for this station.
 DI1077
 DI1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6889122828(NAD 83)
 DI1077_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1077
 DI1077                          STATION DESCRIPTION
 DI1077
 DI1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI1077'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1077'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1077'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1077'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1077'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI1078 ***********************************************************************
 DI1078  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1078  DESIGNATION -  NJOC CORS L1 PHASE CENTER
 DI1078  CORS_ID     -  NJOC
 DI1078  PID         -  DI1078
 DI1078  STATE/COUNTY-  NJ/OCEAN
 DI1078  USGS QUAD   -  TOMS RIVER (1989)
 DI1078
 DI1078                         *CURRENT SURVEY CONTROL
 DI1078  ___________________________________________________________________
 DI1078* NAD 83(CORS)-  39 57 10.02346(N)    074 11 36.59347(W)     ADJUSTED  
 DI1078* NAVD 88     -                                                        
 DI1078  ___________________________________________________________________
 DI1078  EPOCH DATE  -        2002.00
 DI1078  X           -   1,333,637.641 (meters)                     COMP
 DI1078  Y           -  -4,710,934.975 (meters)                     COMP
 DI1078  Z           -   4,073,962.977 (meters)                     COMP
 DI1078  ELLIP HEIGHT-          -8.06  (meters)          (08/??/06) GPS OBS
 DI1078  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 DI1078
 DI1078  HORZ ORDER  -  SPECIAL (CORS)
 DI1078  ELLP ORDER  -  SPECIAL (CORS)
 DI1078
 DI1078.ITRF positions are available for this station.
 DI1078.The coordinates were established by GPS observations
 DI1078.and adjusted by the National Geodetic Survey in August 2006..
 DI1078.The coordinates are valid at the epoch date displayed above.
 DI1078.The epoch date for horizontal control is a decimal equivalence
 DI1078.of Year/Month/Day.
 DI1078
 DI1078
 DI1078.The PID for the CORS ARP is DI1077.
 DI1078
 DI1078.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1078
 DI1078.The ellipsoidal height was determined by GPS observations
 DI1078.and is referenced to NAD 83.
 DI1078
 DI1078.The geoid height was determined by GEOID03.
 DI1078
 DI1078;                    North         East     Units Scale Factor Converg.
 DI1078;SPC NJ       -   124,317.357   176,188.793   MT  0.99990844   +0 11 48.6
 DI1078;SPC NJ       -   407,864.53    578,046.07   sFT  0.99990844   +0 11 48.6
 DI1078
 DI1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1078!SPC NJ       -   1.00000126  x   0.99990844  =   0.99990970
 DI1078
 DI1078                          SUPERSEDED SURVEY CONTROL
 DI1078
 DI1078.No superseded survey control is available for this station.
 DI1078
 DI1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6889122828(NAD 83)
 DI1078_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1078
 DI1078                          STATION DESCRIPTION
 DI1078
 DI1078'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1078'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1078'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1078'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1078'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1078'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0288 ***********************************************************************
 JU0288  DESIGNATION -  NJSS 33
 JU0288  PID         -  JU0288
 JU0288  STATE/COUNTY-  NJ/ATLANTIC
 JU0288  USGS QUAD   -  OCEANVILLE (1989)
 JU0288
 JU0288                         *CURRENT SURVEY CONTROL
 JU0288  ___________________________________________________________________
 JU0288* NAD 83(1986)-  39 26 08.     (N)    074 24 15.     (W)     SCALED    
 JU0288* NAVD 88     -         0.633  (meters)       2.08   (feet)  ADJUSTED  
 JU0288  ___________________________________________________________________
 JU0288  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JU0288  DYNAMIC HT  -           0.633 (meters)       2.08  (feet)  COMP
 JU0288  MODELED GRAV-     980,120.8   (mgal)                       NAVD 88
 JU0288
 JU0288  VERT ORDER  -  SECOND    CLASS 0
 JU0288
 JU0288.The horizontal coordinates were scaled from a topographic map and have
 JU0288.an estimated accuracy of +/- 6 seconds.
 JU0288
 JU0288.The orthometric height was determined by differential leveling
 JU0288.and adjusted by the National Geodetic Survey in June 1991..
 JU0288
 JU0288.The geoid height was determined by GEOID03.
 JU0288
 JU0288.The dynamic height is computed by dividing the NAVD 88
 JU0288.geopotential number by the normal gravity value computed on the
 JU0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0288.degrees latitude (g = 980.6199 gals.).
 JU0288
 JU0288.The modeled gravity was interpolated from observed gravity values.
 JU0288
 JU0288;                    North         East    Units  Estimated Accuracy
 JU0288;SPC NJ       -    66,860.      158,250.      MT  (+/- 180 meters Scaled)
 JU0288
 JU0288                          SUPERSEDED SURVEY CONTROL
 JU0288
 JU0288  NGVD 29 (??/??/??)    1.014  (m)            3.33   (f) ADJUSTED    2 0
 JU0288
 JU0288.Superseded values are not recommended for survey control.
 JU0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0288.See file dsdata.txt to determine how the superseded data were derived.
 JU0288
 JU0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ512652(NAD 83)
 JU0288_MARKER: P = PIPE CAP
 JU0288_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU0288_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JU0288_STAMPING: NJSS 33 1934
 JU0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0288
 JU0288  HISTORY     - Date     Condition        Report By
 JU0288  HISTORY     - 1934     MONUMENTED       NJGS
 JU0288  HISTORY     - 1961     GOOD             CGS
 JU0288
 JU0288                          STATION DESCRIPTION
 JU0288
 JU0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0288'4.4 MI SE FROM OCEANVILLE.
 JU0288'0.75 MILE SOUTHEAST ALONG GREAT CREEK ROAD FROM THE JUNCTION OF
 JU0288'U.S. HIGHWAY 9 AT OCEANVILLE, TO THE BRIGANTINE NATIONAL WILDLIFE
 JU0288'SURVEY OFFICE, THENCE 2.35 MILES SOUTHEAST ALONG DIKE TO THE
 JU0288'SOUTHEAST DIKE, THENCE 0.65 MILE SOUTHEAST ACROSS MARSH, NEAR THE
 JU0288'NORTHWEST SHORE OF GRASSY BAY, ABOUT 300 FEET WEST OF THE POINT
 JU0288'OF THE MARSH AND ABOUT 610 FEET SOUTH OF AN OLD RAILROAD GRADE
 JU0288'AND GRASSY RM 2.  A BRONZE CAP RIVETED TO THE TOP OF A 1 1/2
 JU0288'INCH IRON PIPE SET IN CONCRETE PROJECTING 6 INCHES.  THE CONCRETE
 JU0288'AROUND THE PIPE IS BADLY CRACKED BUT THE PIPE IS FIRM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0636 ***********************************************************************
 JU0636  DESIGNATION -  NL 49
 JU0636  PID         -  JU0636
 JU0636  STATE/COUNTY-  NJ/BURLINGTON
 JU0636  USGS QUAD   -  PEMBERTON (1981)
 JU0636
 JU0636                         *CURRENT SURVEY CONTROL
 JU0636  ___________________________________________________________________
 JU0636* NAD 83(1986)-  39 57 30.     (N)    074 37 38.     (W)     SCALED    
 JU0636* NAVD 88     -        14.611  (meters)      47.94   (feet)  ADJUSTED  
 JU0636  ___________________________________________________________________
 JU0636  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JU0636  DYNAMIC HT  -          14.605 (meters)      47.92  (feet)  COMP
 JU0636  MODELED GRAV-     980,186.8   (mgal)                       NAVD 88
 JU0636
 JU0636  VERT ORDER  -  SECOND    CLASS 0
 JU0636
 JU0636.The horizontal coordinates were scaled from a topographic map and have
 JU0636.an estimated accuracy of +/- 6 seconds.
 JU0636
 JU0636.The orthometric height was determined by differential leveling
 JU0636.and adjusted by the National Geodetic Survey in June 1991..
 JU0636
 JU0636.The geoid height was determined by GEOID03.
 JU0636
 JU0636.The dynamic height is computed by dividing the NAVD 88
 JU0636.geopotential number by the normal gravity value computed on the
 JU0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0636.degrees latitude (g = 980.6199 gals.).
 JU0636
 JU0636.The modeled gravity was interpolated from observed gravity values.
 JU0636
 JU0636;                    North         East    Units  Estimated Accuracy
 JU0636;SPC NJ       -   124,900.      139,130.      MT  (+/- 180 meters Scaled)
 JU0636
 JU0636                          SUPERSEDED SURVEY CONTROL
 JU0636
 JU0636  NGVD 29 (??/??/??)   14.994  (m)           49.19   (f) ADJUSTED    2 0
 JU0636
 JU0636.Superseded values are not recommended for survey control.
 JU0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0636.See file dsdata.txt to determine how the superseded data were derived.
 JU0636
 JU0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK318231(NAD 83)
 JU0636_MARKER: DD = SURVEY DISK
 JU0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0636_STAMPING: 02 NL ELEV 49 FT
 JU0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0636+STABILITY: SURFACE MOTION
 JU0636
 JU0636  HISTORY     - Date     Condition        Report By
 JU0636  HISTORY     - UNK      MONUMENTED       DOD
 JU0636  HISTORY     - 1935     GOOD             CGS
 JU0636  HISTORY     - 1947     GOOD             CGS
 JU0636  HISTORY     - 19950224 MARK NOT FOUND   NJGS
 JU0636
 JU0636                          STATION DESCRIPTION
 JU0636
 JU0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0636'3.9 MI E FROM PEMBERTON.
 JU0636'3.9 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE CITY
 JU0636'WATER TOWER AT PEMBERTON, BURLINGTON COUNTY, AND ABOUT 25 YARDS
 JU0636'SOUTH OF THE STATION AT NEW LISBON.  A CORPS OF ENGINEERS,
 JU0636'U.S. ARMY, STANDARD DISK, STAMPED 02 NL ELEV. 49 FT.  AND SET
 JU0636'IN THE TOP OF A CONCRETE POST.
 JU0636
 JU0636                          STATION RECOVERY (1947)
 JU0636
 JU0636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JU0636'RECOVERED IN GOOD CONDITION.
 JU0636
 JU0636                          STATION RECOVERY (1995)
 JU0636
 JU0636'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0636'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0636'SEARCH BY A TWO MAN PARTY.  THE NEW LISBON TRAIN STATION HAS BEEN
 JU0636'DEMOLISHED AT SOME TIME IN THE PAST AND THERE WERE NO MEASURED TIES IN
 JU0636'THE PREVIOUS RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2800 ***********************************************************************
 KU2800  DESIGNATION -  NO 6268 NJGS 1940
 KU2800  PID         -  KU2800
 KU2800  STATE/COUNTY-  NJ/MONMOUTH
 KU2800  USGS QUAD   -  SANDY HOOK (1981)
 KU2800
 KU2800                         *CURRENT SURVEY CONTROL
 KU2800  ___________________________________________________________________
 KU2800* NAD 83(1996)-  40 23 45.49984(N)    073 58 34.34151(W)     ADJUSTED  
 KU2800* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KU2800  ___________________________________________________________________
 KU2800  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 KU2800  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KU2800
 KU2800  HORZ ORDER  -  SECOND
 KU2800
 KU2800.The horizontal coordinates were established by classical geodetic methods
 KU2800.and adjusted by the National Geodetic Survey in September 1999..
 KU2800
 KU2800.The orthometric height was scaled from a topographic map.
 KU2800
 KU2800.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2800
 KU2800.The geoid height was determined by GEOID03.
 KU2800
 KU2800;                    North         East     Units Scale Factor Converg.
 KU2800;SPC NJ       -   173,609.865   194,465.013   MT  0.99992433   +0 20 22.1
 KU2800;SPC NJ       -   569,585.03    638,007.30   sFT  0.99992433   +0 20 22.1
 KU2800;UTM  18      - 4,472,210.857   586,884.623   MT  0.99969292   +0 39 48.7
 KU2800
 KU2800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2800!SPC NJ       -   1.00000484  x   0.99992433  =   0.99992917
 KU2800!UTM  18      -   1.00000484  x   0.99969292  =   0.99969776
 KU2800
 KU2800                          SUPERSEDED SURVEY CONTROL
 KU2800
 KU2800  NAD 83(1986)-  40 23 45.50020(N)    073 58 34.34109(W) AD(       ) 2
 KU2800  NAD 27      -  40 23 45.10900(N)    073 58 35.85200(W) AD(       ) 2
 KU2800
 KU2800.Superseded values are not recommended for survey control.
 KU2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2800.See file dsdata.txt to determine how the superseded data were derived.
 KU2800
 KU2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8688572211(NAD 83)
 KU2800_MARKER: DD = SURVEY DISK
 KU2800_SETTING: 0 = UNSPECIFIED SETTING
 KU2800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2800
 KU2800  HISTORY     - Date     Condition        Report By
 KU2800  HISTORY     - 1940     MONUMENTED       NJGS
 KU2800  HISTORY     - 1952     GOOD             CGS
 KU2800  HISTORY     - 19920822 MARK NOT FOUND   USPSQD
 KU2800
 KU2800                          STATION DESCRIPTION
 KU2800
 KU2800'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1940 (CIA)
 KU2800'STATION IS A NEW JERSEY STATE GEODETIC SURVEY TRAVERSE MARK,
 KU2800'LOCATED ABOUT 50 YD. N OF THE HIGHLANDS BEACH RAILROAD STATION,
 KU2800'AND ABOUT 1 FT. W OF THE SIDEWALK ON THE W SIDE OF THE ROAD LEADING
 KU2800'INTO FORT HANCOCK MILITARY RESERVATION.
 KU2800'
 KU2800'THE STATION IS MARKED BY A BRONZE DISK, SET IN THE SIDEWALK AND
 KU2800'STAMPED STATION NO 6268.
 KU2800'
 KU2800'THIS IS A TRAVERSE STATION.
 KU2800
 KU2800                          STATION RECOVERY (1952)
 KU2800
 KU2800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CS)
 KU2800'AT HIGHLANDS, ABOUT 70 YD. N ALONG SANDY HOOK ROAD FROM THE
 KU2800'JUNCTION OF STATE HIGHWAY 36, ABOUT 100 YD. E OF THE E END OF THE
 KU2800'STATE HIGHWAY 36 BRIDGE OVER SHREWSBURY RIVER, 20-1/2 FT. W OF
 KU2800'THE CENTERLINE OF SANDY HOOK ROAD, 32 FT. S OF THE SE CORNER OF
 KU2800'A STONE FENCE, 107 FT. N OF A POWER POLE THAT IS SET IN THE
 KU2800'SIDEWALK, AND 1 FT. W OF THE W EDGE OF THE SIDEWALK.  A NEW
 KU2800'JERSEY GEODETIC SURVEY DISK, STAMPED 6268 AND SET IN THE TOP OF A
 KU2800'CONCRETE POST PROJECTING 1 IN.
 KU2800'
 KU2800'ELEVATION--2.552 METERS (8.373 FEET).
 KU2800
 KU2800                          STATION RECOVERY (1992)
 KU2800
 KU2800'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4908 ***********************************************************************
 KV4908  DESIGNATION -  NONSENSE
 KV4908  PID         -  KV4908
 KV4908  STATE/COUNTY-  NJ/MORRIS
 KV4908  USGS QUAD   -  MORRISTOWN (1981)
 KV4908
 KV4908                         *CURRENT SURVEY CONTROL
 KV4908  ___________________________________________________________________
 KV4908* NAD 83(1996)-  40 47 37.64588(N)    074 29 17.95088(W)     ADJUSTED  
 KV4908* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 KV4908  ___________________________________________________________________
 KV4908  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 KV4908  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV4908
 KV4908  HORZ ORDER  -  FIRST
 KV4908
 KV4908.The horizontal coordinates were established by classical geodetic methods
 KV4908.and adjusted by the National Geodetic Survey in September 1999..
 KV4908
 KV4908.The orthometric height was scaled from a topographic map.
 KV4908
 KV4908.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4908
 KV4908.The geoid height was determined by GEOID03.
 KV4908
 KV4908;                    North         East     Units Scale Factor Converg.
 KV4908;SPC NJ       -   217,649.963   150,985.683   MT  0.99990001   +0 00 27.5
 KV4908;SPC NJ       -   714,073.25    495,358.86   sFT  0.99990001   +0 00 27.5
 KV4908;UTM  18      - 4,515,992.198   543,167.021   MT  0.99962293   +0 20 03.5
 KV4908
 KV4908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4908!SPC NJ       -   0.99997696  x   0.99990001  =   0.99987697
 KV4908!UTM  18      -   0.99997696  x   0.99962293  =   0.99959990
 KV4908
 KV4908:                Primary Azimuth Mark                     Grid Az
 KV4908:SPC NJ       -  AIR BCN RED LIGHT FLASHING M             139 11 36.1
 KV4908:UTM  18      -  AIR BCN RED LIGHT FLASHING M             138 52 00.1
 KV4908
 KV4908|---------------------------------------------------------------------|
 KV4908| PID    Reference Object                     Distance      Geod. Az  |
 KV4908|                                                           dddmmss.s |
 KV4908| KV4895 AIR BCN RED LIGHT FLASHING M        APPROX.14.5 KM 1391203.6 |
 KV4908| CF3188 NONSENSE RM 1                        29.083 METERS 15044     |
 KV4908| CF3189 NONSENSE RM 2                        24.794 METERS 19731     |
 KV4908| KV4911 WATNONG 2                           APPROX. 6.1 KM 3552934.8 |
 KV4908|---------------------------------------------------------------------|
 KV4908
 KV4908                          SUPERSEDED SURVEY CONTROL
 KV4908
 KV4908  NAD 83(1996)-  40 47 37.64484(N)    074 29 17.95124(W) AD(       ) 1
 KV4908  NAD 83(1986)-  40 47 37.64374(N)    074 29 17.95090(W) AD(       ) 1
 KV4908  NAD 27      -  40 47 37.28400(N)    074 29 19.39200(W) AD(       ) 1
 KV4908
 KV4908.Superseded values are not recommended for survey control.
 KV4908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4908.See file dsdata.txt to determine how the superseded data were derived.
 KV4908
 KV4908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4316715992(NAD 83)
 KV4908_MARKER: DS = TRIANGULATION STATION DISK
 KV4908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4908_STAMPING: NONSENCE 1935
 KV4908_MARK LOGO: CGS   
 KV4908_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4908+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2005
 KV4908
 KV4908  HISTORY     - Date     Condition        Report By
 KV4908  HISTORY     - 1935     MONUMENTED       CGS
 KV4908  HISTORY     - 1983     GOOD             USPSQD
 KV4908  HISTORY     - 19860615 GOOD             NJGS
 KV4908  HISTORY     - 1991     GOOD             USPSQD
 KV4908  HISTORY     - 20050528 GOOD             GEOCAC
 KV4908
 KV4908                          STATION DESCRIPTION
 KV4908
 KV4908'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV4908'STATION IS ON THE HIGHEST POINT OF A SMALL HILL OVERLOOKING THE
 KV4908'TOWN OF MORRISTOWN AND ABOUT 1/2 MILE SW OF THE CENTER OF TOWN, AT
 KV4908'THE SITE OF OLD FORT NONSENSE WHICH IS NOW INCLUDED IN THE
 KV4908'WASHINGTON HOLLOW NATIONAL MONUMENT, 37 PACES SSW OF THE
 KV4908'COMMEMORATIVE TABLET, 25 PACES WSW OF THE FLAGPOLE, 9 PACES N OF
 KV4908'THE GATE IN A CHAIN BARRIER AND 4 PACES NW OF A GRAVEL PATH.
 KV4908'THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 KV4908'
 KV4908'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KV4908'DISKS SET IN CONCRETE.
 KV4908'
 KV4908'REFERENCE MARK NO.1 IS 2 PACES W OF 14-INCH OAK, 4 PACES NW
 KV4908'OF CENTER LINE OF N-S ROAD AND 15 PACES SW OF SUNDIAL.  MARK
 KV4908'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 KV4908'
 KV4908'REFERENCE MARK NO.2 IS 4 PACES NW OF N-S ROAD AND 16 PACES SSE
 KV4908'OF 16-INCH OAK, THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF
 KV4908'THE GROUND.
 KV4908'
 KV4908'TO REACH FROM THE CORNER OF WASHINGTON AND COURT STREETS IN
 KV4908'MORRISTOWN GO SW ON COURT STREET FOR 0.1 MILE (CROSSING ANN STREET)
 KV4908'AND TURN LEFT AT SIGN FORT NONSENSE.  CONTINUE 0.1 MILE AND TAKE
 KV4908'EXTREME RIGHT FORK AT TRIPLE FORK.  GO 0.15 MILE TO THE TOP OF
 KV4908'HILL AND STATION SITE.
 KV4908'
 KV4908'A 77-FOOT TOWER WILL CLEAR ALL LINES OBSERVED FROM THIS STATION.
 KV4908
 KV4908                          STATION RECOVERY (1983)
 KV4908
 KV4908'RECOVERY NOTE BY US POWER SQUADRON 1983 (JBD)
 KV4908'1935 NONSENSE RECOVERED GOOD.
 KV4908'
 KV4908'NOW AT GROUND LEVEL.  FLAGPOLE, GATE, AND GRAVEL PATH DESTROYED.
 KV4908'TABLET DISTANCE INCORRECT.  STATION LOCATED 19 PACES S FROM GRANITE
 KV4908'COMMEMORATIVE TABLET (1888), 9 PACES NE FROM CURBSTONE OF MACADAM
 KV4908'ROAD, AND 27 PACES W OF PARK PLAQUE.  (SEARCHED FOR BUT FAILED TO
 KV4908'RECOVER R.M. NO. 1 AND R.M. NO. 2.) FORT NONSENSE IS NOW A PART
 KV4908'OF MORRISTOWN NATIONAL PARK AND TO REACH SITE FROM CORNER OF
 KV4908'WASHINGTON AND COURT ST.S GO SW ON COURT ST. 0.1 MILE TO ANN ST.,
 KV4908'TURN RT. ON ANN ST. AND GO 0.1 MILE TO CHESTNUT ST., TURN LEFT
 KV4908'AND FOLLOW SIGNS ON BRANCH ROAD 0.4 MILE SW TO FT. NONSENSE.
 KV4908
 KV4908                          STATION RECOVERY (1986)
 KV4908
 KV4908'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1986 (JRD)
 KV4908'STATION RM 2 RECOVERED IN GOOD CONDITION.  RM 1 PAVED OVER IN PARKING
 KV4908'LOT OR KNOCKED OUT.  FLAGPOLE ON GREY STONE CHURCH, ST PETERS
 KV4908'EPISCOPAL, MORRISTOWN 1935 V.G.  TO REACH STATION FROM SQUARE IN
 KV4908'CENTER OF MORRISTOWN, FOLLOW RT 24 WASHINGTON ST W 0.15 TO WESTERN AVE
 KV4908'FIRST BAPTIST CHURCH ON RIGHT.  TURN LEFT UP HILL ON WESTERN AVE FOR
 KV4908'0.1 MILE (0.2 KM) TO ANN ST.  JOG LEFT THEN IMMEDIATE RIGHT CONTINUING
 KV4908'UP HILL WITH SIGNS FOR FORT NONSENSE AND COUNTY JUROR PARKING LOT.
 KV4908'BEAR OFF TO LEFT AT Y AFTER 0.1 MILE, (0.2 KM) PASS COUNTY JUROR
 KV4908'PARKING LOT AT 0.15 MILE (0.24 KM) AND CONTINUE TO STATION AT TOP OF
 KV4908'HILL AT 0.55 MILE (0.89 KM) BEYOND ANN ST.
 KV4908' 
 KV4908'STATION IS 21.4 FT (6.5 M) N OF CONCRETE CURB, 27.1 WEST OF 36 INCH
 KV4908'OAK, 46.0 SE OF 4 FT (1.2 M) X 4 FT (1.2 M) COMMEMORATIVE ROCK TABLET
 KV4908'FROM CENTER OF TOP, 66.7 WSW OF PARK INFORMATION SIGN.
 KV4908'STAMPED--NONSENSE 1935--, SET INTO THE TOP OF A SQUARE CONCRETE POST.
 KV4908'UNDERGROUND MARK IS A STANDARD DISK SET INTO A IRREGULAR MASS OF
 KV4908'CONCRETE, FLUSH WITH GROUND.
 KV4908' 
 KV4908'RM 2 IS 30.6 E OF W CURB OF LARGE ISLAND IN MIDDLE OF PARKING AREA, 37
 KV4908'FT (11.3 M) W OF E CURB OF ISLAND, 41.2 S OF NORTH CURB, 28.5 SE OF 30
 KV4908'INCH OAK, 26.3 E OF 20 INCH OAK.  STAMPED--NONSENSE NO 2 1935--, A
 KV4908'STANDARD REFERENCE MARK DISK, SET INTO A SQUARE CONCRETE POST 0.3 FT
 KV4908'(9.1 CM) BELOW GROUND IN GRASS.
 KV4908' 
 KV4908'A MONUMENT SET BY UNKNOWN ORGANIZATION WAS USED AS A REPLACEMENT FOR
 KV4908'RM 1.  IT IS A 4 INCH DIAMETER CONCRETE POST WRAPPED WITH STAINLESS
 KV4908'STEEL, WITH A 2 INCH DIAMETER BRASS PLATE ON TOP.  THE ROUND BRASS
 KV4908'PLATE IS STAMPED--P P 3-- AND CENTER PUNCHED. IT IS 3.2 FT (1.0 M)
 KV4908'LOWER THAN ELEVATION OF STATION.  THE MONUMENT STAMPED P P 3 IS 36.8
 KV4908'FT (11.2 M) NE OF NORTHERLY CURB RADIUS PARKING AREA, 21.6 FT (6.6 M)
 KV4908'N OF NE CORNER OF CURB FOR PARKING AREA, 57.1 S OF PARK INFORMATION
 KV4908'SIGN AND 45.4 FT (13.8 M) E OF 36 INCH OAK.  IT IS FLUSH WITH GROUND,
 KV4908'ON A SLIGHT DOWNHILL SLOPE TO THE E. RM 2 IS 2.2 FT (0.7 M) BELOW
 KV4908'STATION.  DISTANCE BETWEEN RM 2 AND P P 3 MEASURED 92.01 FT (28.04 M)
 KV4908'AREA IS STILL PART OF A NATIONAL PARK.  THE MONUMENT STAMPED P P 3 IS
 KV4908'36.8 FT (11.2 M) NE OF NORTHERLY CURB RADIUS PARKING AREA, 21.6 FT
 KV4908'(6.6 M) N OF NE CORNER OF CURB FOR PARKING AREA, 57.1 S OF PARK
 KV4908'INFORMATION SIGN AND 45.4 FT (13.8 M) E OF 36 INCH OAK.  IT IS FLUSH
 KV4908'WITH GROUND, ON A SLIGHT DOWNHILL SLOPE TO THE E.
 KV4908
 KV4908                          STATION RECOVERY (1991)
 KV4908
 KV4908'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWK)
 KV4908'RECOVERED IN GOOD CONDITION.
 KV4908
 KV4908                          STATION RECOVERY (2005)
 KV4908
 KV4908'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV4908'STATION IS LOCATED IN THE FORT NONSENSE SECTION OF MORRISTOWN NATIONAL
 KV4908'HISTORIC PARK, OFF WESTERN AVENUE.  STATION IS LOCATED 19 PACES NORTH
 KV4908'OF THE GRANITE STONE MEMORIAL (1888).  COORDINATES ARE GOOD.
 KV4908' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2831 ***********************************************************************
 KU2831  DESIGNATION -  NORMAN
 KU2831  PID         -  KU2831
 KU2831  STATE/COUNTY-  NJ/MONMOUTH
 KU2831  USGS QUAD   -  SANDY HOOK (1981)
 KU2831
 KU2831                         *CURRENT SURVEY CONTROL
 KU2831  ___________________________________________________________________
 KU2831* NAD 83(1996)-  40 22 47.50114(N)    073 58 44.68387(W)     ADJUSTED  
 KU2831* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 KU2831  ___________________________________________________________________
 KU2831  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 KU2831  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KU2831
 KU2831  HORZ ORDER  -  THIRD
 KU2831
 KU2831.The horizontal coordinates were established by classical geodetic methods
 KU2831.and adjusted by the National Geodetic Survey in September 1999..
 KU2831
 KU2831.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2831
 KU2831.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2831
 KU2831.The geoid height was determined by GEOID03.
 KU2831
 KU2831;                    North         East     Units Scale Factor Converg.
 KU2831;SPC NJ       -   171,819.619   194,231.671   MT  0.99992408   +0 20 14.9
 KU2831;SPC NJ       -   563,711.53    637,241.74   sFT  0.99992408   +0 20 14.9
 KU2831;UTM  18      - 4,470,419.735   586,661.460   MT  0.99969245   +0 39 41.2
 KU2831
 KU2831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2831!SPC NJ       -   1.00000477  x   0.99992408  =   0.99992885
 KU2831!UTM  18      -   1.00000477  x   0.99969245  =   0.99969722
 KU2831
 KU2831:                Primary Azimuth Mark                     Grid Az
 KU2831:SPC NJ       -  SEA BRIGHT                               167 42 39.6
 KU2831:UTM  18      -  SEA BRIGHT                               167 23 13.3
 KU2831
 KU2831|---------------------------------------------------------------------|
 KU2831| PID    Reference Object                     Distance      Geod. Az  |
 KU2831|                                                           dddmmss.s |
 KU2831| KU2782 SEA BRIGHT                          APPROX. 1.6 KM 1680254.5 |
 KU2831|---------------------------------------------------------------------|
 KU2831
 KU2831                          SUPERSEDED SURVEY CONTROL
 KU2831
 KU2831  NAD 83(1986)-  40 22 47.50133(N)    073 58 44.68334(W) AD(       ) 3
 KU2831  NAD 27      -  40 22 47.10974(N)    073 58 46.19401(W) AD(       ) 3
 KU2831  NGVD 29 (07/19/86)    2.5    (m)            8.     (f) VERT ANG       
 KU2831
 KU2831.Superseded values are not recommended for survey control.
 KU2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2831.See file dsdata.txt to determine how the superseded data were derived.
 KU2831
 KU2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8666170420(NAD 83)
 KU2831_MARKER: DE = TRAVERSE STATION DISK
 KU2831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU2831_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KU2831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU2831+STABILITY: SURFACE MOTION
 KU2831
 KU2831  HISTORY     - Date     Condition        Report By
 KU2831  HISTORY     - 1981     MONUMENTED       NOS
 KU2831  HISTORY     - 1982     GOOD             NOS
 KU2831
 KU2831                          STATION DESCRIPTION
 KU2831
 KU2831'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 KU2831'THE STATION IS LOCATED ON AN ISLAND AT THE JUNCTION
 KU2831'OF THE SHREWSBURY RIVER AND NAVESINK RIVER. IT IS
 KU2831'LOCATED ON THE ONLY ISLAND IMMEDIATELY AT THE MOUTH
 KU2831'OF THE NAVESINK RIVER WITH HIGH GROUND AND IMMEDIATELY
 KU2831'WEST OF A COMMUNITY DESIGNATED AS NORMANDIE.
 KU2831'
 KU2831'TO REACH THE STATION FROM THE MONMOUTH BEACH MARINA
 KU2831'LAUNCH BOAT AND PROCEED NORTHERLY ALONG THE
 KU2831'SHREWSBURY RIVER TO THE MOUTH OF THE NAVESINK
 KU2831'RIVER AND LAND BOAT ON THE EAST SIDE OF THE
 KU2831'ONLY ISLAND WITH HIGH GROUND AND WALK TO THE
 KU2831'HIGH POINT ON ISLAND AND STATION.
 KU2831'
 KU2831'THE STATION IS A STANDARD  NOS DISK
 KU2831'STAMPED---NORMAN, 1981------,
 KU2831'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 KU2831'FLUSH WITH GROUND.  IT IS LOCATED
 KU2831'25.24 METERS (82.81 FT) WEST OF THE HIGH WATER LINE
 KU2831'10.9 METERS (35.76 FT) NNE FROM THE CENTER OF THE
 KU2831'DOORWAY TO AN UNDERGROUND SHELTER
 KU2831'10.9 METERS (35.76 FT) NE FROM THE HIGHEST POINT OF
 KU2831'THE ISLAND.
 KU2831'THE STATION IS APPROXIMATELY 400 FT SOUTH FROM THE
 KU2831'NORTH END OF THE ISLAND.
 KU2831'
 KU2831'HEIGHT OF LIGHT ABOVE STATION WAS 1.56 METERS.
 KU2831
 KU2831                          STATION RECOVERY (1982)
 KU2831
 KU2831'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 KU2831'RECOVERED AS DESCRIBED.
 KU2831'
 KU2831'RECOVERED BY J. DUNFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2581 ***********************************************************************
 JU2581  DESIGNATION -  NORMANDY BEACH WATER TANK
 JU2581  PID         -  JU2581
 JU2581  STATE/COUNTY-  NJ/OCEAN
 JU2581  USGS QUAD   -  SEASIDE PARK (1989)
 JU2581
 JU2581                         *CURRENT SURVEY CONTROL
 JU2581  ___________________________________________________________________
 JU2581* NAD 83(1996)-  39 59 53.80782(N)    074 03 45.46412(W)     ADJUSTED  
 JU2581* NAVD 88     -                                                        
 JU2581  ___________________________________________________________________
 JU2581  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 JU2581  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JU2581
 JU2581  HORZ ORDER  -  THIRD
 JU2581
 JU2581.The horizontal coordinates were established by classical geodetic methods
 JU2581.and adjusted by the National Geodetic Survey in September 1999..
 JU2581
 JU2581
 JU2581.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2581
 JU2581.The geoid height was determined by GEOID03.
 JU2581
 JU2581;                    North         East     Units Scale Factor Converg.
 JU2581;SPC NJ       -   129,415.064   187,346.069   MT  0.99991716   +0 16 52.1
 JU2581;SPC NJ       -   424,589.26    614,651.23   sFT  0.99991716   +0 16 52.1
 JU2581;UTM  18      - 4,427,987.047   580,016.349   MT  0.99967882   +0 36 09.1
 JU2581
 JU2581                          SUPERSEDED SURVEY CONTROL
 JU2581
 JU2581  NAD 83(1986)-  39 59 53.80267(N)    074 03 45.46041(W) AD(       ) 4
 JU2581  NAD 27      -  39 59 53.37000(N)    074 03 46.97400(W) AD(       ) 3
 JU2581
 JU2581.Superseded values are not recommended for survey control.
 JU2581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2581.See file dsdata.txt to determine how the superseded data were derived.
 JU2581
 JU2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK8001627987(NAD 83)
 JU2581_MARKER: 53 = ELEVATED TANK
 JU2581_SETTING: 0 = UNSPECIFIED SETTING
 JU2581
 JU2581  HISTORY     - Date     Condition        Report By
 JU2581  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2581  HISTORY     - 1984     GOOD             USPSQD
 JU2581  HISTORY     - 1987     GOOD             USPSQD
 JU2581  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 JU2581
 JU2581                          STATION DESCRIPTION
 JU2581
 JU2581'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2581'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A
 JU2581'SILVER STRUCTURE WITH THE TANK SET UP ON 4 LEGS.  THE OVERALL
 JU2581'HEIGHT OF THE TANK IS ABOUT 125 FEET.  THE TANK IS OWNED AND
 JU2581'OPERATED BY THE OCEAN COUNTY WATER COMPANY, WITH OFFICES AT
 JU2581'516 MAIN AVENUE, BAY HEAD, NEW JERSEY.
 JU2581'
 JU2581'THE TANK IS LOCATED IN THE DIVIDING STRIP OF N.J. ROUTE 35,
 JU2581'JUST SOUTH OF NORMANDY WAY IN NORMANDY BEACH.
 JU2581
 JU2581                          STATION RECOVERY (1984)
 JU2581
 JU2581'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 JU2581'STATION RECOVERED GOOD.
 JU2581'
 JU2581'RECOVERED AS DESCRIBED BY V.B. MILLER IN 1962.
 JU2581'
 JU2581'EXCEPTION - TANK IS NOW PAINTED WHITE WITH THE LEGEND SAVE WATER
 JU2581'IN BLACK LETTERS ON THE SIDE OF THE STORAGE TANK.
 JU2581
 JU2581                          STATION RECOVERY (1987)
 JU2581
 JU2581'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU2581'RECOVERED IN GOOD CONDITION.
 JU2581
 JU2581                          STATION RECOVERY (1995)
 JU2581
 JU2581'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3318 ***********************************************************************
 JU3318  DESIGNATION -  NORTH
 JU3318  PID         -  JU3318
 JU3318  STATE/COUNTY-  NJ/GLOUCESTER
 JU3318  USGS QUAD   -  MARCUS HOOK (1993)
 JU3318
 JU3318                         *CURRENT SURVEY CONTROL
 JU3318  ___________________________________________________________________
 JU3318* NAD 83(1996)-  39 46 54.02004(N)    075 26 19.84658(W)     ADJUSTED  
 JU3318* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU3318  ___________________________________________________________________
 JU3318  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 JU3318  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JU3318
 JU3318  HORZ ORDER  -  THIRD
 JU3318
 JU3318.The horizontal coordinates were established by classical geodetic methods
 JU3318.and adjusted by the National Geodetic Survey in September 1999..
 JU3318
 JU3318.The orthometric height was scaled from a topographic map.
 JU3318
 JU3318.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3318
 JU3318.The geoid height was determined by GEOID03.
 JU3318
 JU3318;                    North         East     Units Scale Factor Converg.
 JU3318;SPC NJ       -   105,696.956    69,580.930   MT  0.99997959   -0 36 02.8
 JU3318;SPC NJ       -   346,774.10    228,283.43   sFT  0.99997959   -0 36 02.8
 JU3318;SPC DE       -   197,788.772   198,099.989   MT  0.99999504   -0 00 51.1
 JU3318;SPC DE       -   648,912.00    649,933.05   sFT  0.99999504   -0 00 51.1
 JU3318;UTM  18      - 4,403,617.516   462,421.117   MT  0.99961739   -0 16 50.9
 JU3318
 JU3318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3318!SPC NJ       -   1.00000522  x   0.99997959  =   0.99998481
 JU3318!SPC DE       -   1.00000522  x   0.99999504  =   1.00000026
 JU3318!UTM  18      -   1.00000522  x   0.99961739  =   0.99962261
 JU3318
 JU3318:                Primary Azimuth Mark                     Grid Az
 JU3318:SPC NJ       -  MARCUS                                   022 41 58.8
 JU3318:SPC DE       -  MARCUS                                   022 06 47.1
 JU3318:UTM  18      -  MARCUS                                   022 22 46.9
 JU3318
 JU3318|---------------------------------------------------------------------|
 JU3318| PID    Reference Object                     Distance      Geod. Az  |
 JU3318|                                                           dddmmss.s |
 JU3318| JU3326 MARCUS                              APPROX. 3.1 KM 0220556.0 |
 JU3318| CB2349 NORTH RM                                           05102     |
 JU3318|---------------------------------------------------------------------|
 JU3318
 JU3318                          SUPERSEDED SURVEY CONTROL
 JU3318
 JU3318  NAD 83(1991)-  39 46 54.01998(N)    075 26 19.84649(W) AD(       ) 3
 JU3318  NAD 83(1986)-  39 46 54.01582(N)    075 26 19.84912(W) AD(       ) 3
 JU3318  NAD 27      -  39 46 53.60700(N)    075 26 21.15300(W) AD(       ) 3
 JU3318
 JU3318.Superseded values are not recommended for survey control.
 JU3318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3318.See file dsdata.txt to determine how the superseded data were derived.
 JU3318
 JU3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6242103618(NAD 83)
 JU3318_MARKER: Z = SEE DESCRIPTION
 JU3318_SETTING: 0 = UNSPECIFIED SETTING
 JU3318
 JU3318  HISTORY     - Date     Condition        Report By
 JU3318  HISTORY     - 1934     MONUMENTED       CGS
 JU3318  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3318
 JU3318                          STATION DESCRIPTION
 JU3318
 JU3318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JHB)
 JU3318'ON THE NEW JERSEY SHORE OF THE DELAWARE RIVER, ABOUT 2 MILES SE OF
 JU3318'MARCUS HOOK, PENNSYLVANIA, ON THE POINT ON THE N SIDE OF THE MOUTH
 JU3318'OF OLDMANS CREEK, 33 FEET NE OF THE HIGH WATER LINE ON THE POINT,
 JU3318'12 FEET W OF HIGH WATER LINE IN OLDMANS CREEK AND 10 FEET E OF
 JU3318'THE HIGH WATER LINE OF THE DELAWARE RIVER.
 JU3318'
 JU3318'THE STATION IS ON MARSH.  THE STATION MARK IS SET IN THE TOP OF
 JU3318'A CONCRETE FILLED 8-INCH TILE WHICH IS SUPPORTED BY A 4 BY 4
 JU3318'DRIVEN 13 FEET INTO THE GROUND.  THE STATION IS FLUSH WITH THE
 JU3318'GROUND.
 JU3318'
 JU3318'THE REFERENCE MARK IS NE OF THE STATION, SET IN A CONCRETE POST
 JU3318'FLUSH WITH THE GROUND.  THE POST IS SUPPORTED BY 4 BY 4 DRIVEN
 JU3318'13 FEET INTO THE GROUND.
 JU3318
 JU3318                          STATION RECOVERY (1946)
 JU3318
 JU3318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3318'A SEARCH WAS MADE BY TWO FIELD PARTIES FOR THIS STATION, IT COULD
 JU3318'NOT BE FOUND.  A PREVIOUS SEARCH BY THE U.S.E.D. IN 1938 FAILED TO
 JU3318'RECOVER THIS STATION.  IT IS RECOMMENDED THAT THIS STATION BE
 JU3318'CONSIDERED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4176 ***********************************************************************
 KV4176  DESIGNATION -  NORTH ARLINGTON E TRANS TOWER
 KV4176  PID         -  KV4176
 KV4176  STATE/COUNTY-  NJ/BERGEN
 KV4176  USGS QUAD   -  ORANGE (1981)
 KV4176
 KV4176                         *CURRENT SURVEY CONTROL
 KV4176  ___________________________________________________________________
 KV4176* NAD 83(1996)-  40 47 59.80997(N)    074 08 12.59606(W)     ADJUSTED  
 KV4176* NAVD 88     -                                                        
 KV4176  ___________________________________________________________________
 KV4176  LAPLACE CORR-           6.19  (seconds)                    DEFLEC99
 KV4176  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KV4176
 KV4176  HORZ ORDER  -  THIRD
 KV4176
 KV4176.The horizontal coordinates were established by classical geodetic methods
 KV4176.and adjusted by the National Geodetic Survey in September 1999..
 KV4176
 KV4176
 KV4176.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4176
 KV4176.The geoid height was determined by GEOID03.
 KV4176
 KV4176;                    North         East     Units Scale Factor Converg.
 KV4176;SPC NJ       -   218,396.989   180,644.351   MT  0.99991155   +0 14 14.3
 KV4176;SPC NJ       -   716,524.12    592,664.01   sFT  0.99991155   +0 14 14.3
 KV4176;SPC NY L     -    70,332.412   288,452.915   MT  0.99999528   -0 05 22.2
 KV4176;SPC NY L     -   230,748.92    946,365.94   sFT  0.99999528   -0 05 22.2
 KV4176;UTM  18      - 4,516,908.087   572,813.186   MT  0.99966525   +0 33 50.5
 KV4176
 KV4176                          SUPERSEDED SURVEY CONTROL
 KV4176
 KV4176  NAD 83(1996)-  40 47 59.80973(N)    074 08 12.59622(W) AD(       ) 4
 KV4176  NAD 83(1986)-  40 47 59.80730(N)    074 08 12.59917(W) AD(       ) 4
 KV4176  NAD 27      -  40 47 59.44800(N)    074 08 14.08000(W) AD(       ) 3
 KV4176
 KV4176.Superseded values are not recommended for survey control.
 KV4176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4176.See file dsdata.txt to determine how the superseded data were derived.
 KV4176
 KV4176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7281316908(NAD 83)
 KV4176_MARKER: 55 = TOWER
 KV4176
 KV4176  HISTORY     - Date     Condition        Report By
 KV4176  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4176  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV4176
 KV4176                          STATION DESCRIPTION
 KV4176
 KV4176'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4176'THE TALL TOWER, ON THE E BANK OF THE PASSAIC RIVER, IN NORTH
 KV4176'ARLINGTON W OF RIVER ROAD NEAR THE LYNDHURST AND NORTH ARLINGTON
 KV4176'CITY LINE.  THIS TOWER DIFFERS FROM THE OTHERS ALONG
 KV4176'THE SAME HIGH-TENSION LINE ONLY IN ITS INCREASED HEIGHT.  IT IS
 KV4176'A LATTICE-STEEL TRANSMISSION TOWER.
 KV4176'
 KV4176'THE STATION IS THE TOWER-APEX, APPROXIMATELY 150 FEET ABOVE GROUND.
 KV4176
 KV4176                          STATION RECOVERY (1989)
 KV4176
 KV4176'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV4176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4059 ***********************************************************************
 KV4059  DESIGNATION -  NORTH BERGEN ARMOUR SOAP TANK
 KV4059  PID         -  KV4059
 KV4059  STATE/COUNTY-  NJ/HUDSON
 KV4059  USGS QUAD   -  WEEHAWKEN (1995)
 KV4059
 KV4059                         *CURRENT SURVEY CONTROL
 KV4059  ___________________________________________________________________
 KV4059* NAD 83(1996)-  40 48 37.77576(N)    074 01 28.46235(W)     ADJUSTED  
 KV4059* NAVD 88     -                                                        
 KV4059  ___________________________________________________________________
 KV4059  LAPLACE CORR-           7.51  (seconds)                    DEFLEC99
 KV4059  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KV4059
 KV4059  HORZ ORDER  -  THIRD
 KV4059
 KV4059.The horizontal coordinates were established by classical geodetic methods
 KV4059.and adjusted by the National Geodetic Survey in September 1999..
 KV4059
 KV4059
 KV4059.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4059
 KV4059.The geoid height was determined by GEOID03.
 KV4059
 KV4059;                    North         East     Units Scale Factor Converg.
 KV4059;SPC NJ       -   219,613.315   190,110.554   MT  0.99991980   +0 18 38.6
 KV4059;SPC NJ       -   720,514.68    623,721.04   sFT  0.99991980   +0 18 38.6
 KV4059;SPC NY L     -    71,494.819   297,926.657   MT  0.99999514   -0 00 57.9
 KV4059;SPC NY L     -   234,562.59    977,447.71   sFT  0.99999514   -0 00 57.9
 KV4059;UTM  18      - 4,518,178.075   582,270.014   MT  0.99968331   +0 38 15.1
 KV4059
 KV4059                          SUPERSEDED SURVEY CONTROL
 KV4059
 KV4059  NAD 83(1996)-  40 48 37.77562(N)    074 01 28.46248(W) AD(       ) 4
 KV4059  NAD 83(1996)-  40 48 37.77442(N)    074 01 28.46406(W) AD(       ) 4
 KV4059  NAD 83(1992)-  40 48 37.77346(N)    074 01 28.46496(W) AD(       ) 4
 KV4059  NAD 83(1986)-  40 48 37.77723(N)    074 01 28.45922(W) AD(       ) 4
 KV4059  NAD 27      -  40 48 37.41500(N)    074 01 29.95900(W) AD(       ) 3
 KV4059
 KV4059.Superseded values are not recommended for survey control.
 KV4059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4059.See file dsdata.txt to determine how the superseded data were derived.
 KV4059
 KV4059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8227018178(NAD 83)
 KV4059_MARKER: 53 = ELEVATED TANK
 KV4059
 KV4059  HISTORY     - Date     Condition        Report By
 KV4059  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4059
 KV4059                          STATION DESCRIPTION
 KV4059
 KV4059'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4059'THE TANK E OF THE HACKENSACK RIVER, IN N BERGEN AT THE W END OF
 KV4059'38TH STREET, IN THE PLANT OF THE ARMOUR SOAP WORKS (FORMERLY THE
 KV4059'B.T. BABBITT COMPANY), RISING FROM THE GROUND AT THE S END OF THE
 KV4059'BOILER ROOM.  IT IS AN ORDINARY-TYPE, CONICAL-TOP, BLACK, STEEL
 KV4059'WATER TANK SUPPORTED BY STEEL SPIDER STRUCTURE.
 KV4059'
 KV4059'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 125 FEET ABOVE
 KV4059'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4076 ***********************************************************************
 KV4076  DESIGNATION -  NORTH BERGEN ARMOUR SOAP CHIM
 KV4076  PID         -  KV4076
 KV4076  STATE/COUNTY-  NJ/HUDSON
 KV4076  USGS QUAD   -  WEEHAWKEN (1995)
 KV4076
 KV4076                         *CURRENT SURVEY CONTROL
 KV4076  ___________________________________________________________________
 KV4076* NAD 83(1996)-  40 48 39.63505(N)    074 01 29.44774(W)     ADJUSTED  
 KV4076* NAVD 88     -                                                        
 KV4076  ___________________________________________________________________
 KV4076  LAPLACE CORR-           7.52  (seconds)                    DEFLEC99
 KV4076  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV4076
 KV4076  HORZ ORDER  -  THIRD
 KV4076
 KV4076.The horizontal coordinates were established by classical geodetic methods
 KV4076.and adjusted by the National Geodetic Survey in September 1999..
 KV4076
 KV4076
 KV4076.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4076
 KV4076.The geoid height was determined by GEOID03.
 KV4076
 KV4076;                    North         East     Units Scale Factor Converg.
 KV4076;SPC NJ       -   219,670.539   190,087.150   MT  0.99991977   +0 18 38.0
 KV4076;SPC NJ       -   720,702.43    623,644.26   sFT  0.99991977   +0 18 38.0
 KV4076;SPC NY L     -    71,552.180   297,903.578   MT  0.99999513   -0 00 58.5
 KV4076;SPC NY L     -   234,750.78    977,371.99   sFT  0.99999513   -0 00 58.5
 KV4076;UTM  18      - 4,518,235.150   582,246.290   MT  0.99968326   +0 38 14.5
 KV4076
 KV4076                          SUPERSEDED SURVEY CONTROL
 KV4076
 KV4076  NAD 83(1996)-  40 48 39.63492(N)    074 01 29.44787(W) AD(       ) 4
 KV4076  NAD 83(1996)-  40 48 39.63370(N)    074 01 29.44949(W) AD(       ) 4
 KV4076  NAD 83(1992)-  40 48 39.63277(N)    074 01 29.45037(W) AD(       ) 4
 KV4076  NAD 83(1986)-  40 48 39.63667(N)    074 01 29.44486(W) AD(       ) 4
 KV4076  NAD 27      -  40 48 39.27700(N)    074 01 30.94900(W) AD(       ) 3
 KV4076
 KV4076.Superseded values are not recommended for survey control.
 KV4076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4076.See file dsdata.txt to determine how the superseded data were derived.
 KV4076
 KV4076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8224618235(NAD 83)
 KV4076_MARKER: 85 = CHIMNEY
 KV4076
 KV4076  HISTORY     - Date     Condition        Report By
 KV4076  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4076
 KV4076                          STATION DESCRIPTION
 KV4076
 KV4076'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4076'THE CHIMNEY E OF THE HACKENSACK RIVER, IN N BERGEN AT THE W END OF
 KV4076'38TH STREET, IN THE PLANT OF THE ARMOUR SOAP WORKS (FORMERLY THE
 KV4076'B.T. BABBITT COMPANY), RISING FROM THE GROUND AT THE W SIDE OF THE
 KV4076'2-STORY, RED BRICK POWER HOUSE.  IT IS AN ORANGE BRICK CHIMNEY
 KV4076'HAVING THE NAME B.T. BABBITT ON ITS S SIDE.
 KV4076'
 KV4076'THE STATION IS THE CHIMNEY TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4069 ***********************************************************************
 KV4069  DESIGNATION -  NORTH BERGEN NYC RR SHOPS CHIM
 KV4069  PID         -  KV4069
 KV4069  STATE/COUNTY-  NJ/HUDSON
 KV4069  USGS QUAD   -  WEEHAWKEN (1995)
 KV4069
 KV4069                         *CURRENT SURVEY CONTROL
 KV4069  ___________________________________________________________________
 KV4069* NAD 83(1996)-  40 47 55.98804(N)    074 01 26.11994(W)     ADJUSTED  
 KV4069* NAVD 88     -                                                        
 KV4069  ___________________________________________________________________
 KV4069  LAPLACE CORR-           7.22  (seconds)                    DEFLEC99
 KV4069  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV4069
 KV4069  HORZ ORDER  -  THIRD
 KV4069
 KV4069.The horizontal coordinates were established by classical geodetic methods
 KV4069.and adjusted by the National Geodetic Survey in September 1999..
 KV4069
 KV4069
 KV4069.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4069
 KV4069.The geoid height was determined by GEOID03.
 KV4069
 KV4069;                    North         East     Units Scale Factor Converg.
 KV4069;SPC NJ       -   218,324.699   190,172.448   MT  0.99991986   +0 18 39.9
 KV4069;SPC NJ       -   716,286.95    623,924.11   sFT  0.99991986   +0 18 39.9
 KV4069;SPC NY L     -    70,205.774   297,981.205   MT  0.99999530   -0 00 56.3
 KV4069;SPC NY L     -   230,333.44    977,626.67   sFT  0.99999530   -0 00 56.3
 KV4069;UTM  18      - 4,516,890.137   582,339.240   MT  0.99968345   +0 38 16.1
 KV4069
 KV4069                          SUPERSEDED SURVEY CONTROL
 KV4069
 KV4069  NAD 83(1996)-  40 47 55.98793(N)    074 01 26.12009(W) AD(       ) 4
 KV4069  NAD 83(1996)-  40 47 55.98683(N)    074 01 26.12184(W) AD(       ) 4
 KV4069  NAD 83(1992)-  40 47 55.98587(N)    074 01 26.12253(W) AD(       ) 4
 KV4069  NAD 83(1986)-  40 47 55.98893(N)    074 01 26.11752(W) AD(       ) 4
 KV4069  NAD 27      -  40 47 55.63500(N)    074 01 27.62100(W) AD(       ) 3
 KV4069
 KV4069.Superseded values are not recommended for survey control.
 KV4069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4069.See file dsdata.txt to determine how the superseded data were derived.
 KV4069
 KV4069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8233916890(NAD 83)
 KV4069_MARKER: 85 = CHIMNEY
 KV4069
 KV4069  HISTORY     - Date     Condition        Report By
 KV4069  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4069
 KV4069                          STATION DESCRIPTION
 KV4069
 KV4069'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4069'A LARGE YELLOW CHIMNEY E OF THE HACKENSACK RIVER, IN N BERGEN ON
 KV4069'THE E SIDE OF THE BERGEN TURNPIKE, APPROXIMATELY 1/2 MILE S OF A
 KV4069'STONE QUARRY, ON THE PROPERTY OF THE N BERGEN SHOPS OF THE NEW
 KV4069'YORK CENTRAL RAILROAD, RISING FROM THE GROUND JUST N OF THE POWER
 KV4069'HOUSE.
 KV4069'
 KV4069'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 175 FEET ABOVE
 KV4069'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4081 ***********************************************************************
 KV4081  DESIGNATION -  NORTH BERGEN WATER CO CHIMNEY
 KV4081  PID         -  KV4081
 KV4081  STATE/COUNTY-  NJ/HUDSON
 KV4081  USGS QUAD   -  WEEHAWKEN (1995)
 KV4081
 KV4081                         *CURRENT SURVEY CONTROL
 KV4081  ___________________________________________________________________
 KV4081* NAD 83(1996)-  40 47 36.74362(N)    074 01 35.75780(W)     ADJUSTED  
 KV4081* NAVD 88     -                                                        
 KV4081  ___________________________________________________________________
 KV4081  LAPLACE CORR-           7.10  (seconds)                    DEFLEC99
 KV4081  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KV4081
 KV4081  HORZ ORDER  -  THIRD
 KV4081
 KV4081.The horizontal coordinates were established by classical geodetic methods
 KV4081.and adjusted by the National Geodetic Survey in September 1999..
 KV4081
 KV4081
 KV4081.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4081
 KV4081.The geoid height was determined by GEOID03.
 KV4081
 KV4081;                    North         East     Units Scale Factor Converg.
 KV4081;SPC NJ       -   217,729.896   189,949.745   MT  0.99991964   +0 18 33.5
 KV4081;SPC NJ       -   714,335.50    623,193.46   sFT  0.99991964   +0 18 33.5
 KV4081;SPC NY L     -    69,612.205   297,755.097   MT  0.99999539   -0 01 02.6
 KV4081;SPC NY L     -   228,386.04    976,884.85   sFT  0.99999539   -0 01 02.6
 KV4081;UTM  18      - 4,516,294.214   582,119.985   MT  0.99968300   +0 38 09.6
 KV4081
 KV4081                          SUPERSEDED SURVEY CONTROL
 KV4081
 KV4081  NAD 83(1996)-  40 47 36.74352(N)    074 01 35.75796(W) AD(       ) 4
 KV4081  NAD 83(1996)-  40 47 36.74249(N)    074 01 35.75973(W) AD(       ) 4
 KV4081  NAD 83(1992)-  40 47 36.74149(N)    074 01 35.76041(W) AD(       ) 4
 KV4081  NAD 83(1986)-  40 47 36.74433(N)    074 01 35.75586(W) AD(       ) 4
 KV4081  NAD 27      -  40 47 36.38600(N)    074 01 37.25500(W) AD(       ) 3
 KV4081
 KV4081.Superseded values are not recommended for survey control.
 KV4081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4081.See file dsdata.txt to determine how the superseded data were derived.
 KV4081
 KV4081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8212016294(NAD 83)
 KV4081_MARKER: 85 = CHIMNEY
 KV4081
 KV4081  HISTORY     - Date     Condition        Report By
 KV4081  HISTORY     - 1914     FIRST OBSERVED   CGS
 KV4081  HISTORY     - 1932     GOOD             CGS
 KV4081
 KV4081                          STATION DESCRIPTION
 KV4081
 KV4081'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4081'STATION RECOVERED IN GOOD CONDITION.  NO DESCRIPTION AVAILABLE.
 KV4081'
 KV4081'THE CHIMNEY E OF THE HACKENSACK RIVER, IN NORTH BERGEN ON THE
 KV4081'E SIDE OF BERGEN TURNPIKE AT THE NORTHERN BOUNDARY OF MC PHELAN
 KV4081'CEMETERY, NEAR THE W CORNER OF A SMALL RESERVOIR OF THE
 KV4081'HACKENSACK WATER COMPANY, RISING FROM THE ROOF AT THE E SIDE OF
 KV4081'THE POWER-HOUSE AND COAL SHED.  IT IS AN ORANGE-BRICK CHIMNEY.
 KV4081'
 KV4081'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 200 FEET ABOVE
 KV4081'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2880 ***********************************************************************
 JU2880  DESIGNATION -  NORTH ELECTRIC TOWER
 JU2880  PID         -  JU2880
 JU2880  STATE/COUNTY-  NJ/ATLANTIC
 JU2880  USGS QUAD   -  MARMORA (1994)
 JU2880
 JU2880                         *CURRENT SURVEY CONTROL
 JU2880  ___________________________________________________________________
 JU2880* NAD 83(1996)-  39 17 52.96435(N)    074 40 36.69103(W)     ADJUSTED  
 JU2880* NAVD 88     -                                                        
 JU2880  ___________________________________________________________________
 JU2880  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 JU2880  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 JU2880
 JU2880  HORZ ORDER  -  THIRD
 JU2880
 JU2880.The horizontal coordinates were established by classical geodetic methods
 JU2880.and adjusted by the National Geodetic Survey in September 1999..
 JU2880
 JU2880
 JU2880.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2880
 JU2880.The geoid height was determined by GEOID03.
 JU2880
 JU2880;                    North         East     Units Scale Factor Converg.
 JU2880;SPC NJ       -    51,600.597   134,745.377   MT  0.99990286   -0 06 43.3
 JU2880;SPC NJ       -   169,292.96    442,077.12   sFT  0.99990286   -0 06 43.3
 JU2880;UTM  18      - 4,349,901.643   527,863.638   MT  0.99960956   +0 12 16.8
 JU2880
 JU2880                          SUPERSEDED SURVEY CONTROL
 JU2880
 JU2880  NAD 83(1986)-  39 17 52.95046(N)    074 40 36.69282(W) AD(       ) 4
 JU2880  NAD 27      -  39 17 52.53300(N)    074 40 38.12100(W) AD(       ) 3
 JU2880
 JU2880.Superseded values are not recommended for survey control.
 JU2880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2880.See file dsdata.txt to determine how the superseded data were derived.
 JU2880
 JU2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2786449902(NAD 83)
 JU2880_MARKER: 55 = TOWER
 JU2880
 JU2880  HISTORY     - Date     Condition        Report By
 JU2880  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU2880  HISTORY     - 1937     GOOD             CGS
 JU2880  HISTORY     - 1950     GOOD             CGS
 JU2880
 JU2880                          STATION DESCRIPTION
 JU2880
 JU2880'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2880'THESE TWO INTERSECTION STATIONS ON THE TWO STEEL TOWERS IN THE
 JU2880'ELECTRIC TRANSMISSION LINE WHERE IT SPANS TUCKAHOE RIVER.  THE
 JU2880'CENTER OF THE TOP OF THE TOWER WAS USED TO POINT ON IN EACH
 JU2880'CASE.  NORTH ELECTRIC TOWER IS THE ONE TO THE N AND SOUTH
 JU2880'ELECTRIC TOWER IS THE ONE TO THE S.  NO MARKS WERE PUT IN.
 JU2880
 JU2880                          STATION RECOVERY (1937)
 JU2880
 JU2880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2880'THE STATION IS A TALL STEEL TOWER ABOUT 110 FEET HIGH THAT
 JU2880'SUPPORTS ELECTRIC CABLES CROSSING THE TUCKAHOE RIVER.  IT IS IN
 JU2880'A BEND ON THE NORTHERN SHORE OF THE RIVER 2.5 NAUTICAL MILES
 JU2880'FROM ITS MOUTH.
 JU2880'
 JU2880'IT IS NOT MARKED.  IT CAN BE REACHED ONLY BY BOAT.
 JU2880
 JU2880                          STATION RECOVERY (1950)
 JU2880
 JU2880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2880'STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 JU2880'DESCRIPTION IS ADEQUATE AND CORRECT WITH THE FOLLOWING EXCEPTION--
 JU2880'
 JU2880'THE TOWER IS ABOUT 145.0 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5032 ***********************************************************************
 KV5032  DESIGNATION -  NORTH GOOSENECK USE 1934
 KV5032  PID         -  KV5032
 KV5032  STATE/COUNTY-  NJ/MONMOUTH
 KV5032  USGS QUAD   -  LONG BRANCH (1981)
 KV5032
 KV5032                         *CURRENT SURVEY CONTROL
 KV5032  ___________________________________________________________________
 KV5032* NAD 83(1996)-  40 19 37.86219(N)    074 01 17.07992(W)     ADJUSTED  
 KV5032* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 KV5032  ___________________________________________________________________
 KV5032  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 KV5032  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KV5032
 KV5032  HORZ ORDER  -  THIRD
 KV5032
 KV5032.The horizontal coordinates were established by classical geodetic methods
 KV5032.and adjusted by the National Geodetic Survey in September 1999..
 KV5032
 KV5032.The orthometric height was scaled from a topographic map.
 KV5032
 KV5032.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5032
 KV5032.The geoid height was determined by GEOID03.
 KV5032
 KV5032;                    North         East     Units Scale Factor Converg.
 KV5032;SPC NJ       -   165,950.475   190,668.840   MT  0.99992035   +0 18 35.0
 KV5032;SPC NJ       -   544,455.85    625,552.69   sFT  0.99992035   +0 18 35.0
 KV5032;UTM  18      - 4,464,531.926   583,132.677   MT  0.99968507   +0 37 60.0
 KV5032
 KV5032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5032!SPC NJ       -   1.00000328  x   0.99992035  =   0.99992363
 KV5032!UTM  18      -   1.00000328  x   0.99968507  =   0.99968835
 KV5032
 KV5032:                Primary Azimuth Mark                     Grid Az
 KV5032:SPC NJ       -  MAY                                      030 09 56.4
 KV5032:UTM  18      -  MAY                                      029 50 31.4
 KV5032
 KV5032|---------------------------------------------------------------------|
 KV5032| PID    Reference Object                     Distance      Geod. Az  |
 KV5032|                                                           dddmmss.s |
 KV5032| KV5030 MAY                                 APPROX. 1.3 KM 0302831.4 |
 KV5032| KV5033 LITTLE SILVER GOOSENECK BRI LT      274.621 METERS 14337     |
 KV5032|---------------------------------------------------------------------|
 KV5032
 KV5032                          SUPERSEDED SURVEY CONTROL
 KV5032
 KV5032  NAD 83(1986)-  40 19 37.85884(N)    074 01 17.07662(W) AD(       ) 3
 KV5032  NAD 27      -  40 19 37.46300(N)    074 01 18.58200(W) AD(       ) 3
 KV5032
 KV5032.Superseded values are not recommended for survey control.
 KV5032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5032.See file dsdata.txt to determine how the superseded data were derived.
 KV5032
 KV5032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8313364532(NAD 83)
 KV5032_MARKER: N = NAIL
 KV5032_SETTING: 0 = UNSPECIFIED SETTING
 KV5032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5032
 KV5032  HISTORY     - Date     Condition        Report By
 KV5032  HISTORY     - 1934     MONUMENTED       USE
 KV5032  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 KV5032
 KV5032                          STATION DESCRIPTION
 KV5032
 KV5032'DESCRIBED BY US ENGINEERS 1934 (ERM)
 KV5032'STATION NORTH GOOSENECK IS A COPPER NAIL IN THE CENTER OF 3 NAILS
 KV5032'IN WALK AT N END OF GOOSENECK HIGHWAY BRIDGE.
 KV5032
 KV5032                          STATION RECOVERY (1983)
 KV5032
 KV5032'RECOVERY NOTE BY US POWER SQUADRON 1983 (PJM)
 KV5032'BRIDGE HAS BEEN RECOVERED ACCORDING TO WM THOMPSON MONMOUTH BEACH NJ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4180 ***********************************************************************
 KV4180  DESIGNATION -  NORTH ISLAND
 KV4180  PID         -  KV4180
 KV4180  STATE/COUNTY-  NJ/BERGEN
 KV4180  USGS QUAD   -  ORANGE (1981)
 KV4180
 KV4180                         *CURRENT SURVEY CONTROL
 KV4180  ___________________________________________________________________
 KV4180* NAD 83(1996)-  40 48 18.66883(N)    074 08 20.89546(W)     ADJUSTED  
 KV4180* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4180  ___________________________________________________________________
 KV4180  LAPLACE CORR-           6.14  (seconds)                    DEFLEC99
 KV4180  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KV4180
 KV4180  HORZ ORDER  -  THIRD
 KV4180
 KV4180.The horizontal coordinates were established by classical geodetic methods
 KV4180.and adjusted by the National Geodetic Survey in September 1999..
 KV4180
 KV4180.The orthometric height was scaled from a topographic map.
 KV4180
 KV4180.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4180
 KV4180.The geoid height was determined by GEOID03.
 KV4180
 KV4180;                    North         East     Units Scale Factor Converg.
 KV4180;SPC NJ       -   218,977.874   180,447.426   MT  0.99991141   +0 14 09.0
 KV4180;SPC NJ       -   718,429.91    592,017.93   sFT  0.99991141   +0 14 09.0
 KV4180;SPC NY L     -    70,914.459   288,259.291   MT  0.99999521   -0 05 27.6
 KV4180;SPC NY L     -   232,658.52    945,730.69   sFT  0.99999521   -0 05 27.6
 KV4180;UTM  18      - 4,517,487.696   572,613.001   MT  0.99966490   +0 33 45.3
 KV4180
 KV4180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4180!SPC NJ       -   1.00000494  x   0.99991141  =   0.99991635
 KV4180!SPC NY L     -   1.00000494  x   0.99999521  =   1.00000015
 KV4180!UTM  18      -   1.00000494  x   0.99966490  =   0.99966984
 KV4180
 KV4180|---------------------------------------------------------------------|
 KV4180| PID    Reference Object                     Distance      Geod. Az  |
 KV4180|                                                           dddmmss.s |
 KV4180| KV4186 DANCE HALL FLAGPOLE                 394.937 METERS 01210     |
 KV4180| KV4183 DANCE                               403.024 METERS 0125453.7 |
 KV4180| CF3190 NORTH ISLAND RM 1                    12.863 METERS 04148     |
 KV4180| KV4175 RED ROOF CHIMNEY                    APPROX. 1.1 KM 1192833.3 |
 KV4180| CF3191 NORTH ISLAND RM 2                    16.322 METERS 15515     |
 KV4180| KV4178 SEWER                               314.100 METERS 20108     |
 KV4180| KV4181 CIDER 1913                          111.346 METERS 27633     |
 KV4180| KV4182 CHIMNEY NEAR CIDER                  472.287 METERS 3062937.6 |
 KV4180|---------------------------------------------------------------------|
 KV4180
 KV4180                          SUPERSEDED SURVEY CONTROL
 KV4180
 KV4180  NAD 83(1996)-  40 48 18.66859(N)    074 08 20.89575(W) AD(       ) 3
 KV4180  NAD 83(1986)-  40 48 18.66563(N)    074 08 20.90292(W) AD(       ) 3
 KV4180  NAD 27      -  40 48 18.30300(N)    074 08 22.37100(W) AD(       ) 3
 KV4180
 KV4180.Superseded values are not recommended for survey control.
 KV4180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4180.See file dsdata.txt to determine how the superseded data were derived.
 KV4180
 KV4180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7261317488(NAD 83)
 KV4180_MARKER: DS = TRIANGULATION STATION DISK
 KV4180_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4180_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4180
 KV4180  HISTORY     - Date     Condition        Report By
 KV4180  HISTORY     - 1913     MONUMENTED       CGS
 KV4180  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4180
 KV4180                          STATION DESCRIPTION
 KV4180
 KV4180'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4180'STATION IS ON THE E SIDE OF PASSAIC RIVER, ABOUT 3/8 MILE ABOVE
 KV4180'THE NORTHERN RESERVOIR OF THE OLD NEWARK WATER WORKS AT BELLEVILLE
 KV4180'AND THE SAME DISTANCE BELOW THE JOINT COUNTY BRIDGE.  THE STATION,
 KV4180'AT HIGH WATER IS ON AN ISLAND, AND IS DIRECTLY OPPOSITE TO A LARGE
 KV4180'DOCK ON THE W SIDE OF THE RIVER.
 KV4180'
 KV4180'THE STATION MARK IS A C. AND G.S. STANDARD BRASS DISK CEMENTED
 KV4180'IN THE TOP OF A 4-INCH TILE PIPE AND SUNK TO THE GROUND LEVEL.
 KV4180'
 KV4180'THE SUBSURFACE MARK IS A BURIED BOTTLE SET IN CONCRETE.
 KV4180'
 KV4180'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CONCRETE CONTAINED
 KV4180'IN A 4-INCH TILE PIPE, ARE PLACED RESPECTIVELY 42.2 FEET N 51 DEG
 KV4180'E AND 53.55 FEET S 15 DEG E FROM THE STATION.
 KV4180
 KV4180                          STATION RECOVERY (1933)
 KV4180
 KV4180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4180'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5476 ***********************************************************************
 KV5476  DESIGNATION -  NORTH NEW BRUNSWICK TWP TANK
 KV5476  PID         -  KV5476
 KV5476  STATE/COUNTY-  NJ/MIDDLESEX
 KV5476  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5476
 KV5476                         *CURRENT SURVEY CONTROL
 KV5476  ___________________________________________________________________
 KV5476* NAD 83(1996)-  40 28 15.38638(N)    074 27 35.85648(W)     ADJUSTED  
 KV5476* NAVD 88     -                                                        
 KV5476  ___________________________________________________________________
 KV5476  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 KV5476  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV5476
 KV5476  HORZ ORDER  -  THIRD
 KV5476
 KV5476.The horizontal coordinates were established by classical geodetic methods
 KV5476.and adjusted by the National Geodetic Survey in September 1999..
 KV5476
 KV5476
 KV5476.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5476
 KV5476.The geoid height was determined by GEOID03.
 KV5476
 KV5476;                    North         East     Units Scale Factor Converg.
 KV5476;SPC NJ       -   181,802.805   153,395.215   MT  0.99990014   +0 01 33.6
 KV5476;SPC NJ       -   596,464.70    503,264.13   sFT  0.99990014   +0 01 33.6
 KV5476;UTM  18      - 4,480,169.193   545,779.508   MT  0.99962580   +0 21 01.9
 KV5476
 KV5476                          SUPERSEDED SURVEY CONTROL
 KV5476
 KV5476  NAD 83(1996)-  40 28 15.38652(N)    074 27 35.85800(W) AD(       ) 4
 KV5476  NAD 83(1986)-  40 28 15.38792(N)    074 27 35.85919(W) AD(       ) 4
 KV5476  NAD 27      -  40 28 15.01500(N)    074 27 37.30800(W) AD(       ) 3
 KV5476
 KV5476.Superseded values are not recommended for survey control.
 KV5476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5476.See file dsdata.txt to determine how the superseded data were derived.
 KV5476
 KV5476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4578080169(NAD 83)
 KV5476_MARKER: 53 = ELEVATED TANK
 KV5476
 KV5476  HISTORY     - Date     Condition        Report By
 KV5476  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5476  HISTORY     - 1933     GOOD             CGS
 KV5476
 KV5476                          STATION DESCRIPTION
 KV5476
 KV5476'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5476'THE TANK--S OF THE RARITAN RIVER, IN N BRUNSWICK ON THE N SIDE
 KV5476'OF GLENRIDGE STREET BETWEEN LINWOOD STREET AND ASHWOOD PLACE--IN
 KV5476'THE PLANT OF THE NORTH BRUNSWICK WATER DEPARTMENT.  IT IS AN
 KV5476'ORDINARY-TYPE, CONICAL-TOP, BLACK, WATER TANK.
 KV5476'
 KV5476'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 110 FEET
 KV5476'ABOVE GROUND.
 KV5476'
 KV5476'AIR-PHOTO CONTROL MEASUREMENTS ARE SHOWN ON THE ACCOMPANYING
 KV5476'SKETCH.
 KV5476
 KV5476                          STATION RECOVERY (1933)
 KV5476
 KV5476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5476'AT NW CORNER OF ASHWOOD AND LINWOOD STREETS ON PROPERTY OF
 KV5476'NORTH NEW BRUNSWICK TOWNSHIP.  TANK IS WELL PROPORTIONED,
 KV5476'PAINTED BLACK ALL OVER, CONICAL TOP, HEMISPHERICAL BOTTOM,
 KV5476'WIDE LEG SPREAD.  ABOUT 150 FEET HIGH.  NO LETTERING ON TANK.
 KV5476'
 KV5476'CARETAKERS FRAME DWELLING 70 FEET NW OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4847 ***********************************************************************
 KV4847  DESIGNATION -  NORTH PERTH AMBOY INCIN CHIM
 KV4847  PID         -  KV4847
 KV4847  STATE/COUNTY-  NJ/MIDDLESEX
 KV4847  USGS QUAD   -  PERTH AMBOY (1981)
 KV4847
 KV4847                         *CURRENT SURVEY CONTROL
 KV4847  ___________________________________________________________________
 KV4847* NAD 83(1996)-  40 30 56.62523(N)    074 17 18.57630(W)     ADJUSTED  
 KV4847* NAVD 88     -                                                        
 KV4847  ___________________________________________________________________
 KV4847  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 KV4847  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KV4847
 KV4847  HORZ ORDER  -  THIRD
 KV4847
 KV4847.The horizontal coordinates were established by classical geodetic methods
 KV4847.and adjusted by the National Geodetic Survey in September 1999..
 KV4847
 KV4847
 KV4847.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4847
 KV4847.The geoid height was determined by GEOID03.
 KV4847
 KV4847;                    North         East     Units Scale Factor Converg.
 KV4847;SPC NJ       -   186,796.537   167,922.966   MT  0.99990395   +0 08 14.7
 KV4847;SPC NJ       -   612,848.31    550,927.26   sFT  0.99990395   +0 08 14.7
 KV4847;SPC NY L     -    38,801.967   275,550.526   MT  1.00001183   -0 11 19.3
 KV4847;SPC NY L     -   127,302.79    904,035.35   sFT  1.00001183   -0 11 19.3
 KV4847;UTM  18      - 4,485,243.817   560,274.858   MT  0.99964472   +0 27 44.1
 KV4847
 KV4847                          SUPERSEDED SURVEY CONTROL
 KV4847
 KV4847  NAD 83(1996)-  40 30 56.62514(N)    074 17 18.57663(W) AD(       ) 4
 KV4847  NAD 83(1986)-  40 30 56.62740(N)    074 17 18.57322(W) AD(       ) 4
 KV4847  NAD 27      -  40 30 56.24400(N)    074 17 20.04700(W) AD(       ) 3
 KV4847
 KV4847.Superseded values are not recommended for survey control.
 KV4847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4847.See file dsdata.txt to determine how the superseded data were derived.
 KV4847
 KV4847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6027585244(NAD 83)
 KV4847_MARKER: 85 = CHIMNEY
 KV4847
 KV4847  HISTORY     - Date     Condition        Report By
 KV4847  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4847  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV4847
 KV4847                          STATION DESCRIPTION
 KV4847
 KV4847'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4847'THE CHIMNEY N OF THE RARITAN RIVER, IN N PERTH AMBOY ON THE N
 KV4847'SIDE OF SMITH STREET AT THE END OF FAYETTE STREET, RISING ABOVE THE
 KV4847'S END OF THE PERTH AMBOY INCINERATOR.  IT IS A ROUND, RED-BRICK
 KV4847'CHIMNEY (3.8 METERS DIAMETER).
 KV4847'
 KV4847'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 130 FEET ABOVE
 KV4847'GROUND.
 KV4847
 KV4847                          STATION RECOVERY (1990)
 KV4847
 KV4847'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV4847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2957 ***********************************************************************
 JU2957  DESIGNATION -  NORTH WILDWOOD
 JU2957  PID         -  JU2957
 JU2957  STATE/COUNTY-  NJ/CAPE MAY
 JU2957  USGS QUAD   -  STONE HARBOR (1972)
 JU2957
 JU2957                         *CURRENT SURVEY CONTROL
 JU2957  ___________________________________________________________________
 JU2957* NAD 83(1996)-  39 00 25.33856(N)    074 47 28.94703(W)     ADJUSTED  
 JU2957* NAVD 88     -         1.5    (meters)       5.     (feet)  GPS OBS   
 JU2957  ___________________________________________________________________
 JU2957  X           -   1,301,915.871 (meters)                     COMP
 JU2957  Y           -  -4,788,996.823 (meters)                     COMP
 JU2957  Z           -   3,992,902.915 (meters)                     COMP
 JU2957  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 JU2957  ELLIP HEIGHT-         -33.88  (meters)          (10/23/02) GPS OBS
 JU2957  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 JU2957
 JU2957  HORZ ORDER  -  FIRST
 JU2957  ELLP ORDER  -  FOURTH    CLASS I
 JU2957
 JU2957.The horizontal coordinates were established by GPS observations
 JU2957.and adjusted by the National Geodetic Survey in May 1999..
 JU2957
 JU2957.The orthometric height was determined by GPS observations and a
 JU2957.high-resolution geoid model.
 JU2957
 JU2957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2957
 JU2957.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2957
 JU2957.The ellipsoidal height was determined by GPS observations
 JU2957.and is referenced to NAD 83.
 JU2957
 JU2957.The geoid height was determined by GEOID03.
 JU2957
 JU2957;                    North         East     Units Scale Factor Converg.
 JU2957;SPC NJ       -    19,322.157   124,764.305   MT  0.99990784   -0 11 00.2
 JU2957;SPC NJ       -    63,392.78    409,330.89   sFT  0.99990784   -0 11 00.2
 JU2957;UTM  18      - 4,317,578.352   518,063.494   MT  0.99960402   +0 07 52.7
 JU2957
 JU2957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2957!SPC NJ       -   1.00000532  x   0.99990784  =   0.99991316
 JU2957!UTM  18      -   1.00000532  x   0.99960402  =   0.99960933
 JU2957
 JU2957:                Primary Azimuth Mark                     Grid Az
 JU2957:SPC NJ       -  STONE HARBOR STANDPIPE                   028 47 58.8
 JU2957:UTM  18      -  STONE HARBOR STANDPIPE                   028 29 05.9
 JU2957
 JU2957|---------------------------------------------------------------------|
 JU2957| PID    Reference Object                     Distance      Geod. Az  |
 JU2957|                                                           dddmmss.s |
 JU2957| JU2960 STONE HARBOR STANDPIPE              APPROX. 5.9 KM 0283658.6 |
 JU2957| CB2353 NORTH WILDWOOD RM 1                  47.445 METERS 19504     |
 JU2957| JU2956 HEREFORD INLET LIGHTHOUSE            30.384 METERS 20850     |
 JU2957| HU1277 CAPE MAY CG ELECTRONICS MAST 1      APPROX. 9.1 KM 2254646.8 |
 JU2957| HU1272 WILDWOOD LARGE STANDPIPE            APPROX. 5.5 KM 2282859.4 |
 JU2957| HU1263 WILDWOOD STANDPIPE                  APPROX. 2.5 KM 2295855.4 |
 JU2957| JU2953 NORTH WILDWOOD STANDPIPE            APPROX. 0.5 KM 2441057.6 |
 JU2957| JU2954 NORTH WILDWOOD NORTH STANDPIPE      493.379 METERS 2444945.6 |
 JU2957| CB2355 NORTH WILDWOOD RM 4                  50.627 METERS 30232     |
 JU2957| AI8796 NORTH WILDWOOD RM 2 AZ MK                          3141200.8 |
 JU2957| CB2354 NORTH WILDWOOD RM 3                  37.582 METERS 31608     |
 JU2957|---------------------------------------------------------------------|
 JU2957
 JU2957                          SUPERSEDED SURVEY CONTROL
 JU2957
 JU2957  ELLIP H (05/14/99)  -33.89   (m)                       GP(       ) 4 1
 JU2957  NAD 83(1992)-  39 00 25.33796(N)    074 47 28.94661(W) AD(       ) 1
 JU2957  ELLIP H (03/31/93)  -33.97   (m)                       GP(       ) 3 2
 JU2957  NAD 83(1991)-  39 00 25.31895(N)    074 47 28.95216(W) AD(       ) 1
 JU2957  NAD 83(1986)-  39 00 25.31590(N)    074 47 28.95198(W) AD(       ) 1
 JU2957  NAD 27      -  39 00 24.90930(N)    074 47 30.35630(W) AD(       ) 1
 JU2957  NGVD 29 (07/19/86)    2.0    (m)            7.     (f) VERT ANG       
 JU2957
 JU2957.Superseded values are not recommended for survey control.
 JU2957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2957.See file dsdata.txt to determine how the superseded data were derived.
 JU2957
 JU2957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1806317578(NAD 83)
 JU2957_MARKER: DS = TRIANGULATION STATION DISK
 JU2957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2957_SP_SET: CONCRETE POST
 JU2957_STAMPING: N. WILDWOOD 1932
 JU2957_MARK LOGO: CGS   
 JU2957_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2957+STABILITY: SURFACE MOTION
 JU2957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2957+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1990
 JU2957
 JU2957  HISTORY     - Date     Condition        Report By
 JU2957  HISTORY     - 1932     MONUMENTED       CGS
 JU2957  HISTORY     - 1932     GOOD             CGS
 JU2957  HISTORY     - 1943     GOOD             CGS
 JU2957  HISTORY     - 1962     GOOD             CGS
 JU2957  HISTORY     - 1972     GOOD             NGS
 JU2957  HISTORY     - 1974     GOOD             NGS
 JU2957  HISTORY     - 19900807 GOOD             NJGS
 JU2957
 JU2957                          STATION DESCRIPTION
 JU2957
 JU2957'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2957'LOCATED IN N WILDWOOD, N.J., BETWEEN HEREFORD INLET LIGHTHOUSE AND
 JU2957'HEREFORD INLET COAST GUARD STATION.  124 FEET E OF THE CENTER
 JU2957'LINE OF CENTRAL AVENUE.  75.1 FEET N OF THE NW CORNER OF THE
 JU2957'LIGHTHOUSE BUILDING CHIMNEY.  57 FEET S OF PROPERTY LINE FENCE
 JU2957'OF LIGHTHOUSE GROUNDS.
 JU2957'
 JU2957'SURFACE, UNDERGROUND AND REFERENCE MARKS NO.1 AND NO. 2 ARE
 JU2957'STANDARD BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A,
 JU2957'AND 11A.  REFERENCE MARK NO. 3 IS A STANDARD BRONZE DISK SET IN
 JU2957'CONCRETE AS DESCRIBED IN NOTE 11C.
 JU2957'
 JU2957'REFERENCE MARK NO.1 IS 155.7 FEET S OF STATION.  ABOUT 12 METERS
 JU2957'SE OF SE CORNER OF LIGHTHOUSE BUILDING, IN FENCE LINE.
 JU2957'
 JU2957'REFERENCE MARK NO. 2 IS ABOUT 1/4 MILE W OF STATION.  NEAR THE END
 JU2957'OF CHESTNUT AVENUE, IN THE SE CORNER OF THE YARD OF LARGE WHITE
 JU2957'HOUSE.  4 FEET N OF THE N SIDE OF SIDEWALK ON N SIDE OF STREET.
 JU2957'
 JU2957'REFERENCE MARK NO. 3 IS 123.3 FEET W OF STATION.  IN THE CONCRETE
 JU2957'BASE OF LIGHT POST AT THE INTERSECTION OF THE CENTER LINES OF
 JU2957'CENTRAL AND CHESTNUT AVENUES.
 JU2957'
 JU2957'TO REACH, TURN E OFF STATE HIGHWAY 4 AT WILDWOOD JUNCTION.
 JU2957'
 JU2957'HEIGHT OF SIGNAL ABOVE STATION MARK - 31 METERS.
 JU2957
 JU2957                          STATION RECOVERY (1932)
 JU2957
 JU2957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 JU2957'RECOVERED IN GOOD CONDITION.
 JU2957
 JU2957                          STATION RECOVERY (1943)
 JU2957
 JU2957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 JU2957'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE EXCEPT FOR THE
 JU2957'FOLLOWING DISCREPANCY--
 JU2957'
 JU2957'DUE TO FILLING OF THE COAST GUARD STATION PROPERTY, THE STATION
 JU2957'IS COVERED BY 8 INCHES OF SAND.
 JU2957
 JU2957                          STATION RECOVERY (1962)
 JU2957
 JU2957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2957'NO MEASUREMENT BETWEEN RMS, BUILDINGS ON LINE.
 JU2957'
 JU2957'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 JU2957'CONDITION.  REFERENCE MARK 3 HAS BEEN DESTROYED.  THE DIRECTION
 JU2957'TO REFERENCE MARK 1 DID NOT CHECK BY 1 MINUTE AND 17 SECONDS.  THE
 JU2957'DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE 0.15 MILE LONGER
 JU2957'THAN PREVIOUSLY MEASURED.  THE DIRECTION TO REFERENCE MARK 2 DID
 JU2957'NOT CHECK BY 15.5 SECONDS.  A REFERENCE MARK 4 WAS ESTABLISHED
 JU2957'AT THIS TIME.
 JU2957'
 JU2957'A NEW DESCRIPTION FOLLOWS--
 JU2957'
 JU2957'THE STATION IS LOCATED IN THE NORTH PART OF NORTH WILDWOOD, ON
 JU2957'THE EAST SIDE OF CENTRAL AVE., BETWEEN THE HEREFORD INLET COAST
 JU2957'GUARD STATION AND THE HEREFORD INLET LIGHTHOUSE.  IT IS 79 FEET
 JU2957'NORTHEAST OF THE NORTHWEST CORNER OF THE LIGHTHOUSE BUILDING,
 JU2957'36.5 FEET WEST OF THE SOUTHEAST CORNER OF THE COAST GUARD STATION
 JU2957'BUILDING, 124 FEET SOUTHEAST OF THE INTERSECTION OF CENTRAL
 JU2957'AVE. AND CHESTNUT AVE., 24 FEET SOUTHEAST OF THE CENTER OF A
 JU2957'SIDEWALK, AND 14 FEET SOUTHWEST OF THE CENTER OF A SIDEWALK.
 JU2957'THE MONUMENT IS 14 INCHES UNDERGROUND AND THE DISK IS STAMPED
 JU2957'N. WILDWOOD 1932.  NOTE 1A 7A.
 JU2957'
 JU2957'REFERENCE MARK 1 IS 43 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 JU2957'LIGHTHOUSE BUILDING, 3 FEET NORTHWEST OF A WITNESS POST, AND 6
 JU2957'INCHES NORTHEAST OF AN IRON PIPE FENCE.  THE MONUMENT PROJECTS 8
 JU2957'INCHES AND THE DISK IS STAMPED N. WILDWOOD NO 1 1932.
 JU2957'
 JU2957'REFERENCE MARK 2 IS 32 FEET NORTHEAST OF THE CENTERLINE OF
 JU2957'CHESTNUT AVE., 51 FEET SOUTHEAST OF THE SOUTH CORNER OF A LARGE
 JU2957'WHITE HOUSE, 11 FEET WEST OF THE WEST CORNER OF A FRAME HOUSE
 JU2957'NUMBER 327, 7 FEET NORTHEAST OF THE CENTER OF A SIDEWALK, AND 2
 JU2957'FEET SOUTHWEST OF A WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES
 JU2957'AND THE DISK IS STAMPED N. WILDWOOD NO 2 1932.
 JU2957'
 JU2957'REFERENCE MARK 4 IS 46 FEET WEST OF THE INTERSECTION OF CENTRAL
 JU2957'AVE. AND CHESTNUT AVE., 5 FEET NORTHEAST OF A FIRE HYDRANT, 2 FEET
 JU2957'NORTHWEST OF A CURB, AND 1 FOOT SOUTHEAST OF A WITNESS POST.  THE
 JU2957'MONUMENT IS FLUSH AND THE DISK IS STAMPED NORTH WILDWOOD NO 4
 JU2957'1932.
 JU2957'
 JU2957'TO REACH REFERENCE MARK 2 FROM THE STATION, GO NORTHWEST ON
 JU2957'CHESTNUT AVE. FOR 0.4 MILE TO THE MARK ON THE RIGHT, JUST BEFORE
 JU2957'REACHING THE END OF THE STREET.
 JU2957'
 JU2957'HEIGHT OF LIGHT ABOVE STATION MARK 30.04 METERS.
 JU2957
 JU2957                          STATION RECOVERY (1972)
 JU2957
 JU2957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RST)
 JU2957'STATION AND REFERENCE MARKS 1,2, AND 4 WERE RECOVERED IN GOOD
 JU2957'CONDITION AS DESCRIBED.  HOWEVER PLEASE NOTE--
 JU2957'
 JU2957'STATION IS DESCRIBED AS BEING ON THE HEREFORD INLET COAST
 JU2957'GUARD STATION.  SINCE 1932 THE COAST GUARD STATION HAS BEEN
 JU2957'CHANGED TO THE NEW JERSEY MARINE POLICE STATION.
 JU2957'
 JU2957'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2957'AT NORTH WILDWOOD.
 JU2957
 JU2957                          STATION RECOVERY (1974)
 JU2957
 JU2957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU2957'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 JU2957'CONDITION AS DESCRIBED IN THE PREVIOUS DESCRIPTIONS.  THIS
 JU2957'STATION WAS NOT OCCUPIED AT THIS DATE, IT WAS RECOVERED IN
 JU2957'CONJUNCTION WITH THE NEW JERSEY GEODETIC SURVEY RECOVERY PROGRAM.
 JU2957'
 JU2957'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2957'IN NORTH EDGE OF NORTH WILDWOOD.
 JU2957
 JU2957                          STATION RECOVERY (1990)
 JU2957
 JU2957'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2957'THE STATION IS LOCATED IN THE BOROUGH OF NORTH WILDWOOD, ON THE
 JU2957'SOUTHEAST SIDE OF CENTRAL AVENUE, OPPOSITE CHESTNUT AVENUE, ON THE
 JU2957'GROUNDS OF HEREFORD INLET LIGHTHOUSE PARK AND SITUATED BETWEEN THE
 JU2957'ORIGINAL LIGHTHOUSE BUILDING AND THE FORMER COAST GUARD BUILDING, NOW
 JU2957'THE NORTH WILDWOOD STATION OF THE NEW JERSEY STATE POLICE MARINE
 JU2957'BUREAU. TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 621,
 JU2957'NEW JERSEY AVENUE, AND CHESTNUT AVENUE IN NORTH WILDWOOD, GO 0.2 MI
 JU2957'(0.3 KM) SOUTHEAST ON CHESTNUT AVENUE TO CENTRAL AVENUE AND THE PARK
 JU2957'AND THE STATION STRAIGHT AHEAD. THE STATION IS 0.5 M (1.6 FT)
 JU2957'SOUTHWEST OF THE WHITE PICKET FENCE ON THE SOUTHWEST SIDE OF THE
 JU2957'MARINE POLICE BUILDING, 3.0 M (9.8 FT) SOUTHEAST OF THE FENCE
 JU2957'SEPARATING THE PARKING AREA FROM THE GAZEBO AREA, 6.85 M (22.47 FT)
 JU2957'SOUTHWEST OF THE SOUTH CORNER OF THE MARINE POLICE BUILDING, 23.0 M
 JU2957'(75.5 FT) EAST NORTHEAST OF THE NORTHEAST CORNER OF THE LIGHTHOUSE
 JU2957'BUILDING FIREPLACE WALL, 27.4 M (89.9 FT) SOUTHEAST OF THE SOUTHEAST
 JU2957'CURBLINE OF CENTRAL AVENUE, 4.9 M (16.1 FT) EAST OF THE NORTHEASTERLY
 JU2957'OF FOUR BLACK LIGHT POSTS IN THE PEDESTRIAN AREA AND 0.6 M (2.0 FT)
 JU2957'BELOW THE GROUND.  AT THE BOTTOM OF A 4 INCH DIAMETER, WHITE PVC PIPE
 JU2957'ON THE EASTERLY SIDE OF THE PEDESTRIAN AREA. ILLUMINATION IS NEEDED
 JU2957'TO SEE THE DISK IN THE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2954 ***********************************************************************
 JU2954  DESIGNATION -  NORTH WILDWOOD NORTH STANDPIPE
 JU2954  PID         -  JU2954
 JU2954  STATE/COUNTY-  NJ/CAPE MAY
 JU2954  USGS QUAD   -  STONE HARBOR (1972)
 JU2954
 JU2954                         *CURRENT SURVEY CONTROL
 JU2954  ___________________________________________________________________
 JU2954* NAD 83(1996)-  39 00 18.53342(N)    074 47 47.50518(W)     ADJUSTED  
 JU2954* NAVD 88     -                                                        
 JU2954  ___________________________________________________________________
 JU2954  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 JU2954  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 JU2954
 JU2954  HORZ ORDER  -  THIRD
 JU2954
 JU2954.The horizontal coordinates were established by classical geodetic methods
 JU2954.and adjusted by the National Geodetic Survey in September 1999..
 JU2954
 JU2954
 JU2954.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2954
 JU2954.The geoid height was determined by GEOID03.
 JU2954
 JU2954;                    North         East     Units Scale Factor Converg.
 JU2954;SPC NJ       -    19,113.764   124,317.146   MT  0.99990812   -0 11 11.9
 JU2954;SPC NJ       -    62,709.07    407,863.84   sFT  0.99990812   -0 11 11.9
 JU2954;UTM  18      - 4,317,367.570   517,617.623   MT  0.99960382   +0 07 41.0
 JU2954
 JU2954                          SUPERSEDED SURVEY CONTROL
 JU2954
 JU2954  NAD 83(1991)-  39 00 18.51358(N)    074 47 47.50992(W) AD(       ) 4
 JU2954  NAD 83(1986)-  39 00 18.51035(N)    074 47 47.50991(W) AD(       ) 4
 JU2954  NAD 27      -  39 00 18.10300(N)    074 47 48.91300(W) AD(       ) 3
 JU2954
 JU2954.Superseded values are not recommended for survey control.
 JU2954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2954.See file dsdata.txt to determine how the superseded data were derived.
 JU2954
 JU2954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1761817368(NAD 83)
 JU2954_MARKER: 52 = STANDPIPE TANK
 JU2954
 JU2954  HISTORY     - Date     Condition        Report By
 JU2954  HISTORY     - 1936     FIRST OBSERVED   CGS
 JU2954  HISTORY     - 1937     GOOD             CGS
 JU2954  HISTORY     - 1962     GOOD             CGS
 JU2954  HISTORY     - 1970     GOOD             NGS
 JU2954  HISTORY     - 1972     GOOD             NGS
 JU2954
 JU2954                          STATION DESCRIPTION
 JU2954
 JU2954'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2954'THE NEW, ALUMINUM-PAINTED STANDPIPE AT N WILDWOOD.  STANDPIPE
 JU2954'IS ABOUT ONE METER NE OF AND IS WIDER AND HIGHER THAN THE BLACK
 JU2954'STANDPIPE LOCATED IN 1932 (N WILDWOOD STANDPIPE).
 JU2954
 JU2954                          STATION RECOVERY (1937)
 JU2954
 JU2954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2954'THE STANDPIPE WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 JU2954'WAS NOT AVAILABLE.  THE STANDPIPE IS ON THE NE SIDE OF 6TH AVENUE
 JU2954'BETWEEN NEW JERSEY AND CENTRAL AVENUE AND IS ABOUT 15 METERS NE
 JU2954'OF THE BLACK STANDPIPE AND ABOUT THREE FEET TALLER, BEING ABOUT
 JU2954'120 FEET ABOVE HIGH WATER AND ABOUT 30 FEET IN DIAMETER.
 JU2954
 JU2954                          STATION RECOVERY (1962)
 JU2954
 JU2954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2954'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE.  IT IS
 JU2954'A BLACK PAINTED STANDPIPE WITH AN ORANGE STRIPE AROUND IT NEAR
 JU2954'THE TOP.  THE OVERALL HEIGHT IS 110 FEET.  THE TANK IS OWNED AND
 JU2954'OPERATED BY THE CITY OF WILDWOOD, BUREAU OF WATER.
 JU2954'
 JU2954'THE STATION IS LOCATED 150 FEET SOUTHEAST OF THE INTERSECTION
 JU2954'OF NEW JERSEY AVENUE AND 6TH AVENUE IN NORTH WILDWOOD.
 JU2954
 JU2954                          STATION RECOVERY (1970)
 JU2954
 JU2954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU2954'STATION RECOVERED IN GOOD CONDITION.  THE 1962 RECOVERY NOTE BY
 JU2954'V.B.M. IS ADEQUATE WITH THE FOLLOWING CORRECTION.  THE STANDPIPE
 JU2954'IS PAINTED BLUE WITH A WHITE BAND NEAR THE TOP.
 JU2954'
 JU2954'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2954'AT NORTH WILDWOOD.
 JU2954
 JU2954                          STATION RECOVERY (1972)
 JU2954
 JU2954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RST)
 JU2954'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THE 1962 DESCRIPTION
 JU2954'IS ADEQUATE WITH THE EXCEPTION THAT THE STANDPIPE IS NOW PAINTED
 JU2954'BLUE WITH A WHITE BAND AT THE TOP.
 JU2954'
 JU2954'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2954'AT NORTH WILDWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8796 ***********************************************************************
 AI8796  DESIGNATION -  NORTH WILDWOOD RM 2 AZ MK
 AI8796  PID         -  AI8796
 AI8796  STATE/COUNTY-  NJ/CAPE MAY
 AI8796  USGS QUAD   -  STONE HARBOR (1972)
 AI8796
 AI8796                         *CURRENT SURVEY CONTROL
 AI8796  ___________________________________________________________________
 AI8796* NAD 83(1986)-  39 00 42.     (N)    074 47 28.     (W)     SCALED    
 AI8796* NAVD 88     -         1.072  (meters)       3.52   (feet)  ADJUSTED  
 AI8796  ___________________________________________________________________
 AI8796  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 AI8796  DYNAMIC HT  -           1.071 (meters)       3.51  (feet)  COMP
 AI8796  MODELED GRAV-     980,053.4   (mgal)                       NAVD 88
 AI8796
 AI8796  VERT ORDER  -  FIRST     CLASS II
 AI8796
 AI8796.The horizontal coordinates were scaled from a topographic map and have
 AI8796.an estimated accuracy of +/- 6 seconds.
 AI8796
 AI8796.The orthometric height was determined by differential leveling
 AI8796.and adjusted by the National Geodetic Survey in March 2001..
 AI8796
 AI8796.The geoid height was determined by GEOID03.
 AI8796
 AI8796.The dynamic height is computed by dividing the NAVD 88
 AI8796.geopotential number by the normal gravity value computed on the
 AI8796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8796.degrees latitude (g = 980.6199 gals.).
 AI8796
 AI8796.The modeled gravity was interpolated from observed gravity values.
 AI8796
 AI8796;                    North         East    Units  Estimated Accuracy
 AI8796;SPC NJ       -    19,840.      124,790.      MT  (+/- 180 meters Scaled)
 AI8796
 AI8796                          SUPERSEDED SURVEY CONTROL
 AI8796
 AI8796.No superseded survey control is available for this station.
 AI8796
 AI8796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ180180(NAD 83)
 AI8796_MARKER: DR = REFERENCE MARK DISK
 AI8796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8796_STAMPING: N WILDWOOD NO 2 1932
 AI8796_MARK LOGO: CGS   
 AI8796_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8796+STABILITY: SURFACE MOTION
 AI8796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8796+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1998
 AI8796
 AI8796  HISTORY     - Date     Condition        Report By
 AI8796  HISTORY     - 1932     MONUMENTED       CGS
 AI8796  HISTORY     - 19980914 GOOD             NJGS
 AI8796
 AI8796                          STATION DESCRIPTION
 AI8796
 AI8796'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI8796'THE STATION IS LOCATED IN THE CITY OF NORTH WILDWOOD ON THE NORTHEAST
 AI8796'SIDE OF CHESTNUT AVENUE, NEAR THE JUNCTION WITH MARYLAND AVENUE.  TO
 AI8796'REACH THE STATION FROM THE JUNCTION OF NEW JERSEY AVENUE AND CHESTNUT
 AI8796'AVENUE, GO 0.2 MI (0.3 KM) NORTHWEST ON CHESTNUT AVENUE TO THE STATION
 AI8796'ON THE RIGHT, PROJECTING ABOUT 0.05 M (0.16 FT) ABOVE THE GROUND.  THE
 AI8796'STATION IS ALSO ABOUT 0.4 MI (0.6 KM) NORTHEAST ON CHESTNUT AVENUE
 AI8796'FROM THE HISTORIC HEREFORD INLET LIGHTHOUSE.  THE STATION IS 34.5 M
 AI8796'(113.2 FT) SOUTHEAST FROM THE SOUTHEAST CURB OF MARYLAND AVENUE, 4.4 M
 AI8796'(14.4 FT) NORTHEAST FROM THE NORTHEAST CURB OF CHESTNUT AVENUE AND 6.4
 AI8796'M (21.0 FT) WEST FROM THE SOUTHWEST CORNER OF HOUSE NUMBER 327, A TWO
 AI8796'STORY FRAME DWELLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4720 ***********************************************************************
 KV4720  DESIGNATION -  NUCOA BUTTER CO STACK
 KV4720  PID         -  KV4720
 KV4720  STATE/COUNTY-  NJ/HUDSON
 KV4720  USGS QUAD   -  ELIZABETH (1995)
 KV4720
 KV4720                         *CURRENT SURVEY CONTROL
 KV4720  ___________________________________________________________________
 KV4720* NAD 83(1996)-  40 39 07.81150(N)    074 08 24.67705(W)     ADJUSTED  
 KV4720* NAVD 88     -                                                        
 KV4720  ___________________________________________________________________
 KV4720  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 KV4720  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KV4720
 KV4720  HORZ ORDER  -  THIRD
 KV4720
 KV4720.The horizontal coordinates were established by classical geodetic methods
 KV4720.and adjusted by the National Geodetic Survey in September 1999..
 KV4720
 KV4720
 KV4720.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4720
 KV4720.The geoid height was determined by GEOID03.
 KV4720
 KV4720;                    North         East     Units Scale Factor Converg.
 KV4720;SPC NJ       -   201,986.943   180,428.416   MT  0.99991139   +0 14 03.9
 KV4720;SPC NJ       -   662,685.50    591,955.56   sFT  0.99991139   +0 14 03.9
 KV4720;SPC NY L     -    53,922.451   288,143.459   MT  1.00000084   -0 05 30.1
 KV4720;SPC NY L     -   176,910.57    945,350.67   sFT  1.00000084   -0 05 30.1
 KV4720;UTM  18      - 4,500,501.121   572,690.724   MT  0.99966504   +0 33 36.6
 KV4720
 KV4720                          SUPERSEDED SURVEY CONTROL
 KV4720
 KV4720  NAD 83(1996)-  40 39 07.81149(N)    074 08 24.67706(W) AD(       ) 4
 KV4720  NAD 83(1986)-  40 39 07.81032(N)    074 08 24.67692(W) AD(       ) 4
 KV4720  NAD 27      -  40 39 07.42600(N)    074 08 26.16600(W) AD(       ) 3
 KV4720
 KV4720.Superseded values are not recommended for survey control.
 KV4720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4720.See file dsdata.txt to determine how the superseded data were derived.
 KV4720
 KV4720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7269100501(NAD 83)
 KV4720_MARKER: 63 = STACK
 KV4720
 KV4720  HISTORY     - Date     Condition        Report By
 KV4720  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4720
 KV4720                          STATION DESCRIPTION
 KV4720
 KV4720'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4722 ***********************************************************************
 KV4722  DESIGNATION -  NUT AND BOLT CO CHIMNEY
 KV4722  PID         -  KV4722
 KV4722  STATE/COUNTY-  NJ/HUDSON
 KV4722  USGS QUAD   -  ELIZABETH (1995)
 KV4722
 KV4722                         *CURRENT SURVEY CONTROL
 KV4722  ___________________________________________________________________
 KV4722* NAD 83(1996)-  40 38 46.68455(N)    074 08 09.87148(W)     ADJUSTED  
 KV4722* NAVD 88     -                                                        
 KV4722  ___________________________________________________________________
 KV4722  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 KV4722  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KV4722
 KV4722  HORZ ORDER  -  THIRD
 KV4722
 KV4722.The horizontal coordinates were established by classical geodetic methods
 KV4722.and adjusted by the National Geodetic Survey in September 1999..
 KV4722
 KV4722
 KV4722.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4722
 KV4722.The geoid height was determined by GEOID03.
 KV4722
 KV4722;                    North         East     Units Scale Factor Converg.
 KV4722;SPC NJ       -   201,336.747   180,778.910   MT  0.99991166   +0 14 13.4
 KV4722;SPC NJ       -   660,552.31    593,105.47   sFT  0.99991166   +0 14 13.4
 KV4722;SPC NY L     -    53,270.212   288,490.278   MT  1.00000119   -0 05 20.4
 KV4722;SPC NY L     -   174,770.69    946,488.52   sFT  1.00000119   -0 05 20.4
 KV4722;UTM  18      - 4,499,853.087   573,044.822   MT  0.99966567   +0 33 46.0
 KV4722
 KV4722                          SUPERSEDED SURVEY CONTROL
 KV4722
 KV4722  NAD 83(1996)-  40 38 46.68456(N)    074 08 09.87148(W) AD(       ) 4
 KV4722  NAD 83(1986)-  40 38 46.68364(N)    074 08 09.87130(W) AD(       ) 4
 KV4722  NAD 27      -  40 38 46.31000(N)    074 08 11.36000(W) AD(       ) 3
 KV4722
 KV4722.Superseded values are not recommended for survey control.
 KV4722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4722.See file dsdata.txt to determine how the superseded data were derived.
 KV4722
 KV4722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7304599853(NAD 83)
 KV4722_MARKER: 85 = CHIMNEY
 KV4722
 KV4722  HISTORY     - Date     Condition        Report By
 KV4722  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4722  HISTORY     - 19940901 MARK NOT FOUND   USPSQD
 KV4722
 KV4722                          STATION DESCRIPTION
 KV4722
 KV4722'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4171 ***********************************************************************
 KV4171  DESIGNATION -  NUTLEY
 KV4171  PID         -  KV4171
 KV4171  STATE/COUNTY-  NJ/ESSEX
 KV4171  USGS QUAD   -  ORANGE (1981)
 KV4171
 KV4171                         *CURRENT SURVEY CONTROL
 KV4171  ___________________________________________________________________
 KV4171* NAD 83(1996)-  40 49 05.70206(N)    074 08 13.67540(W)     ADJUSTED  
 KV4171* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4171  ___________________________________________________________________
 KV4171  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 KV4171  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KV4171
 KV4171  HORZ ORDER  -  THIRD
 KV4171
 KV4171.The horizontal coordinates were established by classical geodetic methods
 KV4171.and adjusted by the National Geodetic Survey in September 1999..
 KV4171
 KV4171.The orthometric height was scaled from a topographic map.
 KV4171
 KV4171.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4171
 KV4171.The geoid height was determined by GEOID03.
 KV4171
 KV4171;                    North         East     Units Scale Factor Converg.
 KV4171;SPC NJ       -   220,429.279   180,610.640   MT  0.99991153   +0 14 13.9
 KV4171;SPC NJ       -   723,191.73    592,553.41   sFT  0.99991153   +0 14 13.9
 KV4171;SPC NY L     -    72,365.031   288,430.796   MT  0.99999505   -0 05 22.9
 KV4171;SPC NY L     -   237,417.61    946,293.37   sFT  0.99999505   -0 05 22.9
 KV4171;UTM  18      - 4,518,939.651   572,767.896   MT  0.99966517   +0 33 50.6
 KV4171
 KV4171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4171!SPC NJ       -   1.00000494  x   0.99991153  =   0.99991647
 KV4171!SPC NY L     -   1.00000494  x   0.99999505  =   0.99999999
 KV4171!UTM  18      -   1.00000494  x   0.99966517  =   0.99967011
 KV4171
 KV4171:                Primary Azimuth Mark                     Grid Az
 KV4171:SPC NJ       -  POND                                     062 23 47.2
 KV4171:SPC NY L     -  POND                                     062 43 24.0
 KV4171:UTM  18      -  POND                                     062 04 10.5
 KV4171
 KV4171|---------------------------------------------------------------------|
 KV4171| PID    Reference Object                     Distance      Geod. Az  |
 KV4171|                                                           dddmmss.s |
 KV4171| KV4184 POND                                APPROX. 0.9 KM 0623801.1 |
 KV4171| KV4168 ROOT                                220.714 METERS 09659     |
 KV4171| KV4153 SQUARE CHIMNEY NEAR JOINT           APPROX. 0.8 KM 1931908.7 |
 KV4171| CF3193 NUTLEY RM 2                          18.974 METERS 25249     |
 KV4171| CF3192 NUTLEY RM 1                          12.588 METERS 34423     |
 KV4171|---------------------------------------------------------------------|
 KV4171
 KV4171                          SUPERSEDED SURVEY CONTROL
 KV4171
 KV4171  NAD 83(1996)-  40 49 05.70182(N)    074 08 13.67570(W) AD(       ) 3
 KV4171  NAD 83(1986)-  40 49 05.69828(N)    074 08 13.68398(W) AD(       ) 3
 KV4171  NAD 27      -  40 49 05.34100(N)    074 08 15.14700(W) AD(       ) 3
 KV4171
 KV4171.Superseded values are not recommended for survey control.
 KV4171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4171.See file dsdata.txt to determine how the superseded data were derived.
 KV4171
 KV4171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7276818940(NAD 83)
 KV4171_MARKER: DS = TRIANGULATION STATION DISK
 KV4171_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4171_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4171
 KV4171  HISTORY     - Date     Condition        Report By
 KV4171  HISTORY     - 1913     MONUMENTED       CGS
 KV4171  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4171
 KV4171                          STATION DESCRIPTION
 KV4171
 KV4171'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4171'STATION IS ON A SMALL POINT OF THE W SHORE OF PASSAIC RIVER, ABOUT
 KV4171'1/2 MILE BELOW THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 KV4171'BRIDGE, AND THE SAME DISTANCE ABOVE THE JOINT COUNTY BRIDGE.  THE
 KV4171'STATION IS ON MR. LARKINS PROPERTY AND IS 3 METERS FROM THE SHORE
 KV4171'AND ABOUT 20 METERS E OF A ROAD OR STREET OF NUTLEY.
 KV4171'
 KV4171'THE MARK IS A C. AND G.S. STANDARD BRASS DISK CEMENTED IN THE TOP
 KV4171'OF A 4-INCH TILE PIPE AND SUNK TO THE GROUND LEVEL.
 KV4171'
 KV4171'TWO REFERENCE MARKS, EACH A 4-INCH TILE PIPE FILLED WITH CONCRETE
 KV4171'AND SUNK TO THE GROUND LEVEL, ARE PLACED RESPECTIVELY 41.3 FEET
 KV4171'N 5 DEG W AND 62.25 FEET S 86 DEG W FROM THE STATION.
 KV4171
 KV4171                          STATION RECOVERY (1933)
 KV4171
 KV4171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4171'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4195 ***********************************************************************
 KV4195  DESIGNATION -  NUTLEY GRACE CHURCH SPIRE
 KV4195  PID         -  KV4195
 KV4195  STATE/COUNTY-  NJ/ESSEX
 KV4195  USGS QUAD   -  ORANGE (1981)
 KV4195
 KV4195                         *CURRENT SURVEY CONTROL
 KV4195  ___________________________________________________________________
 KV4195* NAD 83(1996)-  40 49 09.39258(N)    074 08 49.31371(W)     ADJUSTED  
 KV4195* NAVD 88     -                                                        
 KV4195  ___________________________________________________________________
 KV4195  LAPLACE CORR-           5.87  (seconds)                    DEFLEC99
 KV4195  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KV4195
 KV4195  HORZ ORDER  -  THIRD
 KV4195
 KV4195.The horizontal coordinates were established by classical geodetic methods
 KV4195.and adjusted by the National Geodetic Survey in September 1999..
 KV4195
 KV4195
 KV4195.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4195
 KV4195.The geoid height was determined by GEOID03.
 KV4195
 KV4195;                    North         East     Units Scale Factor Converg.
 KV4195;SPC NJ       -   220,539.701   179,775.080   MT  0.99991091   +0 13 50.6
 KV4195;SPC NJ       -   723,554.00    589,812.07   sFT  0.99991091   +0 13 50.6
 KV4195;SPC NY L     -    72,480.228   287,595.810   MT  0.99999504   -0 05 46.2
 KV4195;SPC NY L     -   237,795.55    943,553.92   sFT  0.99999504   -0 05 46.2
 KV4195;UTM  18      - 4,519,045.278   571,931.926   MT  0.99966368   +0 33 27.3
 KV4195
 KV4195                          SUPERSEDED SURVEY CONTROL
 KV4195
 KV4195  NAD 83(1996)-  40 49 09.39233(N)    074 08 49.31384(W) AD(       ) 4
 KV4195  NAD 83(1986)-  40 49 09.38561(N)    074 08 49.31617(W) AD(       ) 4
 KV4195  NAD 27      -  40 49 09.02900(N)    074 08 50.79700(W) AD(       ) 3
 KV4195
 KV4195.Superseded values are not recommended for survey control.
 KV4195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4195.See file dsdata.txt to determine how the superseded data were derived.
 KV4195
 KV4195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7193219045(NAD 83)
 KV4195_MARKER: 90 = CHURCH SPIRE
 KV4195
 KV4195  HISTORY     - Date     Condition        Report By
 KV4195  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4195  HISTORY     - 1956     GOOD             CGS
 KV4195
 KV4195                          STATION DESCRIPTION
 KV4195
 KV4195'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4195'THE SPIRE, W OF THE PASSAIC RIVER, IN NUTLEY ON THE NW CORNER
 KV4195'OF NORTH ROAD AND HIGHFIELD LANE, ATOP THE GRACE CHURCH (A
 KV4195'BROWN STONE L-SHAPED STRUCTURE).  IT IS A SPIRE OF GREEN COPPER
 KV4195'SET ON A BROWN STONE BASE ON THE W WING OF THE BUILDING.
 KV4195'
 KV4195'THE STATION IS THE SPIRE-APEX.
 KV4195
 KV4195                          STATION RECOVERY (1956)
 KV4195
 KV4195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 KV4195'THE SPIRE WAS DESTROYED BY A STORM IN 1950 AND NOT REPLACED.  THE
 KV4195'SQUARE. BROWN-STONE TOWER SUPPORTING THE SPIRE IS STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2859 ***********************************************************************
 JU2859  DESIGNATION -  NW BRIDGE TENDERS HOUSE
 JU2859  PID         -  JU2859
 JU2859  STATE/COUNTY-  NJ/ATLANTIC
 JU2859  USGS QUAD   -  OCEAN CITY (1994)
 JU2859
 JU2859                         *CURRENT SURVEY CONTROL
 JU2859  ___________________________________________________________________
 JU2859* NAD 83(1996)-  39 17 56.54652(N)    074 33 24.96715(W)     ADJUSTED  
 JU2859* NAVD 88     -                                                        
 JU2859  ___________________________________________________________________
 JU2859  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 JU2859  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 JU2859
 JU2859  HORZ ORDER  -  THIRD
 JU2859
 JU2859.The horizontal coordinates were established by classical geodetic methods
 JU2859.and adjusted by the National Geodetic Survey in September 1999..
 JU2859
 JU2859
 JU2859.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2859
 JU2859.The geoid height was determined by GEOID03.
 JU2859
 JU2859;                    North         East     Units Scale Factor Converg.
 JU2859;SPC NJ       -    51,697.692   145,089.217   MT  0.99990030   -0 02 09.8
 JU2859;SPC NJ       -   169,611.51    476,013.54   sFT  0.99990030   -0 02 09.8
 JU2859;UTM  18      - 4,350,055.863   538,203.806   MT  0.99961797   +0 16 50.3
 JU2859
 JU2859                          SUPERSEDED SURVEY CONTROL
 JU2859
 JU2859  NAD 83(1986)-  39 17 56.53216(N)    074 33 24.96308(W) AD(       ) 4
 JU2859  NAD 27      -  39 17 56.11600(N)    074 33 26.41100(W) AD(       ) 3
 JU2859
 JU2859.Superseded values are not recommended for survey control.
 JU2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2859.See file dsdata.txt to determine how the superseded data were derived.
 JU2859
 JU2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3820450056(NAD 83)
 JU2859
 JU2859  HISTORY     - Date     Condition        Report By
 JU2859  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU2859  HISTORY     - 1950     GOOD             CGS
 JU2859  HISTORY     - 20060324 MARK NOT FOUND   GEOCAC
 JU2859
 JU2859                          STATION DESCRIPTION
 JU2859
 JU2859'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2859'THIS INTERSECTION STATION IS THE CENTER OF THE NORTHWEST BRIDGE
 JU2859'TENDERS HOUSE NEAR THE DRAW ON THE BRIDGE OVER GREAT EGG HARBOR
 JU2859'INLET LEADING FROM LONGPORT TO OCEAN CITY.  NO MARKS WERE PUT
 JU2859'IN.  THE HOUSE IS MADE OF CONCRETE.
 JU2859
 JU2859                          STATION RECOVERY (1950)
 JU2859
 JU2859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2859'STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 JU2859'DESCRIPTION IS ADEQUATE AND CORRECT.
 JU2859
 JU2859                          STATION RECOVERY (2006)
 JU2859
 JU2859'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2859'THERE IS NO CONCRETE HOUSE AT THE LOCATION OF THE PUBLISHED
 JU2859'COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0644 ***********************************************************************
 JU0644  DESIGNATION -  NX 9
 JU0644  PID         -  JU0644
 JU0644  STATE/COUNTY-  NJ/SALEM
 JU0644  USGS QUAD   -  SALEM (1995)
 JU0644
 JU0644                         *CURRENT SURVEY CONTROL
 JU0644  ___________________________________________________________________
 JU0644* NAD 83(1986)-  39 31 47.     (N)    075 22 35.     (W)     SCALED    
 JU0644* NAVD 88     -        35.940  (meters)     117.91   (feet)  ADJUSTED  
 JU0644  ___________________________________________________________________
 JU0644  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JU0644  DYNAMIC HT  -          35.922 (meters)     117.85  (feet)  COMP
 JU0644  MODELED GRAV-     980,112.1   (mgal)                       NAVD 88
 JU0644
 JU0644  VERT ORDER  -  FIRST     CLASS II
 JU0644
 JU0644.The horizontal coordinates were scaled from a topographic map and have
 JU0644.an estimated accuracy of +/- 6 seconds.
 JU0644
 JU0644.The orthometric height was determined by differential leveling
 JU0644.and adjusted by the National Geodetic Survey in June 1991..
 JU0644
 JU0644.The geoid height was determined by GEOID03.
 JU0644
 JU0644.The dynamic height is computed by dividing the NAVD 88
 JU0644.geopotential number by the normal gravity value computed on the
 JU0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0644.degrees latitude (g = 980.6199 gals.).
 JU0644
 JU0644.The modeled gravity was interpolated from observed gravity values.
 JU0644
 JU0644;                    North         East    Units  Estimated Accuracy
 JU0644;SPC NJ       -    77,670.       74,660.      MT  (+/- 180 meters Scaled)
 JU0644
 JU0644                          SUPERSEDED SURVEY CONTROL
 JU0644
 JU0644  NGVD 29 (??/??/??)   36.302  (m)          119.10   (f) ADJUSTED    1 2
 JU0644
 JU0644.Superseded values are not recommended for survey control.
 JU0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0644.See file dsdata.txt to determine how the superseded data were derived.
 JU0644
 JU0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ676756(NAD 83)
 JU0644_MARKER: DB = BENCH MARK DISK
 JU0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0644_STAMPING: 119.101 NX 9 1930
 JU0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0644+STABILITY: SURFACE MOTION
 JU0644
 JU0644  HISTORY     - Date     Condition        Report By
 JU0644  HISTORY     - 1930     MONUMENTED       CGS
 JU0644  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU0644
 JU0644                          STATION DESCRIPTION
 JU0644
 JU0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0644'2 MI SE FROM QUINTON.
 JU0644'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 49 FROM QUINTON, SALEM
 JU0644'COUNTY, 72.1 FEET SOUTHEAST OF POLE 490, 24.5 FEET NORTHWEST OF
 JU0644'POLE 489, 38 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JU0644'AND 51.4 FEET NORTHWEST OF THE END OF THE GUARDRAIL.  A
 JU0644'STANDARD DISK, STAMPED 119.101 NX 9 1930 AND SET IN THE TOP OF
 JU0644'A CONCRETE POST.
 JU0644
 JU0644                          STATION RECOVERY (1946)
 JU0644
 JU0644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 JU0644'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6493 ***********************************************************************
 KV6493  DESIGNATION -  NY HBR KILL VAN KULL LT 16A
 KV6493  PID         -  KV6493
 KV6493  STATE/COUNTY-  NJ/UNION
 KV6493  USGS QUAD   -  ELIZABETH (1995)
 KV6493
 KV6493                         *CURRENT SURVEY CONTROL
 KV6493  ___________________________________________________________________
 KV6493* NAD 83(1996)-  40 38 52.31204(N)    074 09 41.56678(W)     ADJUSTED  
 KV6493* NAVD 88     -         8.1    (meters)      27.     (feet)  VERTCON   
 KV6493  ___________________________________________________________________
 KV6493  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 KV6493  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV6493
 KV6493  HORZ ORDER  -  THIRD
 KV6493
 KV6493.The horizontal coordinates were established by classical geodetic methods
 KV6493.and adjusted by the National Geodetic Survey in September 1999..
 KV6493
 KV6493.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6493
 KV6493.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6493
 KV6493.The geoid height was determined by GEOID03.
 KV6493
 KV6493;                    North         East     Units Scale Factor Converg.
 KV6493;SPC NJ       -   201,501.717   178,624.036   MT  0.99991008   +0 13 13.7
 KV6493;SPC NJ       -   661,093.55    586,035.69   sFT  0.99991008   +0 13 13.7
 KV6493;SPC NY L     -    53,447.460   286,336.184   MT  1.00000110   -0 06 20.4
 KV6493;SPC NY L     -   175,352.21    939,421.30   sFT  1.00000110   -0 06 20.4
 KV6493;SPC NY E     -   201,501.717   178,624.036   MT  0.99991008   +0 13 13.7
 KV6493;SPC NY E     -   661,093.55    586,035.69   sFT  0.99991008   +0 13 13.7
 KV6493;UTM  18      - 4,500,005.766   570,889.578   MT  0.99966185   +0 32 46.3
 KV6493
 KV6493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6493!SPC NJ       -   1.00000379  x   0.99991008  =   0.99991387
 KV6493!SPC NY L     -   1.00000379  x   1.00000110  =   1.00000489
 KV6493!SPC NY E     -   1.00000379  x   0.99991008  =   0.99991387
 KV6493!UTM  18      -   1.00000379  x   0.99966185  =   0.99966564
 KV6493
 KV6493                          SUPERSEDED SURVEY CONTROL
 KV6493
 KV6493  NAD 83(1996)-  40 38 52.31204(N)    074 09 41.56678(W) AD(       ) 4
 KV6493  NAD 83(1986)-  40 38 52.31244(N)    074 09 41.56737(W) AD(       ) 4
 KV6493  NGVD 29 (09/24/91)    8.4    (m)           28.     (f) VERT ANG       
 KV6493
 KV6493.Superseded values are not recommended for survey control.
 KV6493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6493.See file dsdata.txt to determine how the superseded data were derived.
 KV6493
 KV6493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7089000006(NAD 83)
 KV6493_MARKER: 14 = NAVIGATION LIGHT
 KV6493
 KV6493  HISTORY     - Date     Condition        Report By
 KV6493  HISTORY     - 1985     FIRST OBSERVED   B+OINC
 KV6493
 KV6493                          STATION DESCRIPTION
 KV6493
 KV6493'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6493'PUBLISHED IN COAST GUARD LIGHT LIST AS LIGHT NO. 1820-10.  STATION
 KV6493'IS LOCATED IN THE CENTER AND AT THE SOUTH END OF NEWARK BAY ABOUT
 KV6493'0.2 MILE NORTH OF SHOOTERS ISLAND, 0.9 MILE WEST OF BERGEN PT AND
 KV6493'0.8 MILE EAST OF THE SINGER PLANT.  STATION IS THE CENTER OF THE
 KV6493'NAVIGATION LIGHT AT THE TOP AND IN ONE CORNER OF THE SKELETON TOWER
 KV6493'ON TOP OF A SMALL WHITE BLDG.  THE TOWER HAS AN ORANGE AND BLACK TR
 KV6493'MARKER FASTENED TO IT WITH THE NO. 16A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6494 ***********************************************************************
 KV6494  DESIGNATION -  NY HBR KILL VAN KULL LT 18
 KV6494  PID         -  KV6494
 KV6494  STATE/COUNTY-  NJ/UNION
 KV6494  USGS QUAD   -  ELIZABETH (1995)
 KV6494
 KV6494                         *CURRENT SURVEY CONTROL
 KV6494  ___________________________________________________________________
 KV6494* NAD 83(1996)-  40 38 51.69335(N)    074 10 18.24045(W)     ADJUSTED  
 KV6494* NAVD 88     -         8.8    (meters)      29.     (feet)  VERTCON   
 KV6494  ___________________________________________________________________
 KV6494  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 KV6494  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KV6494
 KV6494  HORZ ORDER  -  THIRD
 KV6494
 KV6494.The horizontal coordinates were established by classical geodetic methods
 KV6494.and adjusted by the National Geodetic Survey in September 1999..
 KV6494
 KV6494.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6494
 KV6494.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6494
 KV6494.The geoid height was determined by GEOID03.
 KV6494
 KV6494;                    North         East     Units Scale Factor Converg.
 KV6494;SPC NJ       -   201,479.369   177,762.550   MT  0.99990948   +0 12 49.8
 KV6494;SPC NJ       -   661,020.23    583,209.30   sFT  0.99990948   +0 12 49.8
 KV6494;SPC NY L     -    53,430.014   285,474.506   MT  1.00000111   -0 06 44.4
 KV6494;SPC NY L     -   175,294.97    936,594.28   sFT  1.00000111   -0 06 44.4
 KV6494;SPC NY E     -   201,479.369   177,762.550   MT  0.99990948   +0 12 49.8
 KV6494;SPC NY E     -   661,020.23    583,209.30   sFT  0.99990948   +0 12 49.8
 KV6494;UTM  18      - 4,499,978.528   570,028.446   MT  0.99966036   +0 32 22.4
 KV6494
 KV6494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6494!SPC NJ       -   1.00000368  x   0.99990948  =   0.99991316
 KV6494!SPC NY L     -   1.00000368  x   1.00000111  =   1.00000479
 KV6494!SPC NY E     -   1.00000368  x   0.99990948  =   0.99991316
 KV6494!UTM  18      -   1.00000368  x   0.99966036  =   0.99966404
 KV6494
 KV6494                          SUPERSEDED SURVEY CONTROL
 KV6494
 KV6494  NAD 83(1996)-  40 38 51.69335(N)    074 10 18.24045(W) AD(       ) 4
 KV6494  NAD 83(1986)-  40 38 51.69381(N)    074 10 18.24098(W) AD(       ) 4
 KV6494  NGVD 29 (09/24/91)    9.2    (m)           30.     (f) VERT ANG       
 KV6494
 KV6494.Superseded values are not recommended for survey control.
 KV6494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6494.See file dsdata.txt to determine how the superseded data were derived.
 KV6494
 KV6494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7002899979(NAD 83)
 KV6494_MARKER: 14 = NAVIGATION LIGHT
 KV6494
 KV6494  HISTORY     - Date     Condition        Report By
 KV6494  HISTORY     - 1985     FIRST OBSERVED   B+OINC
 KV6494
 KV6494                          STATION DESCRIPTION
 KV6494
 KV6494'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6494'PUBLISHED IN COAST GUARD LIGHT LIST AS LIGHT NO. 1824.  STATION IS
 KV6494'THE CENTER OF THE RED NAVIGATION LIGHT AT THE TOP AND NEAR ONE
 KV6494'CORNER OF A 25-FT SKELETON TOWER THAT IS LOCATED AT THE ENTRANCE
 KV6494'TO THE ARTHUR KILL RIVER FROM NEWARK BAY, 0.5 MILE WEST OF SHOOTERS
 KV6494'ISLAND AND 0.8 MILE EAST OF ELIZABETHPORT, NEW JERSEY.  AN ORANGE
 KV6494'AND BLACK TR MARKER WITH THE NO. 18 ON IT IS FASTENED TO THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0551 ***********************************************************************
 JU0551  DESIGNATION -  O 3
 JU0551  PID         -  JU0551
 JU0551  STATE/COUNTY-  NJ/CAMDEN
 JU0551  USGS QUAD   -  WILLIAMSTOWN (1981)
 JU0551
 JU0551                         *CURRENT SURVEY CONTROL
 JU0551  ___________________________________________________________________
 JU0551* NAD 83(1986)-  39 42 55.     (N)    074 54 01.     (W)     SCALED    
 JU0551* NAVD 88     -        37.588  (meters)     123.32   (feet)  ADJUSTED  
 JU0551  ___________________________________________________________________
 JU0551  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JU0551  DYNAMIC HT  -          37.570 (meters)     123.26  (feet)  COMP
 JU0551  MODELED GRAV-     980,137.1   (mgal)                       NAVD 88
 JU0551
 JU0551  VERT ORDER  -  FIRST     CLASS I
 JU0551
 JU0551.The horizontal coordinates were scaled from a topographic map and have
 JU0551.an estimated accuracy of +/- 6 seconds.
 JU0551
 JU0551.The orthometric height was determined by differential leveling
 JU0551.and adjusted by the National Geodetic Survey in June 1991..
 JU0551
 JU0551.The geoid height was determined by GEOID03.
 JU0551
 JU0551.The dynamic height is computed by dividing the NAVD 88
 JU0551.geopotential number by the normal gravity value computed on the
 JU0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0551.degrees latitude (g = 980.6199 gals.).
 JU0551
 JU0551.The modeled gravity was interpolated from observed gravity values.
 JU0551
 JU0551;                    North         East    Units  Estimated Accuracy
 JU0551;SPC NJ       -    97,980.      115,680.      MT  (+/- 180 meters Scaled)
 JU0551
 JU0551                          SUPERSEDED SURVEY CONTROL
 JU0551
 JU0551  NGVD 29 (??/??/??)   37.951  (m)          124.51   (f) ADJUSTED    1 1
 JU0551
 JU0551.Superseded values are not recommended for survey control.
 JU0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0551.See file dsdata.txt to determine how the superseded data were derived.
 JU0551
 JU0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ085961(NAD 83)
 JU0551_MARKER: DB = BENCH MARK DISK
 JU0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0551_STAMPING: O-3 1924
 JU0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0551+STABILITY: SURFACE MOTION
 JU0551
 JU0551  HISTORY     - Date     Condition        Report By
 JU0551  HISTORY     - 1924     MONUMENTED       CGS
 JU0551  HISTORY     - 1963     GOOD             CGS
 JU0551  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 JU0551
 JU0551                          STATION DESCRIPTION
 JU0551
 JU0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0551'2.9 MI SE FROM WILLIAMSTOWN JCT.
 JU0551'2.9 MILES SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0551'FROM THE STATION AT WILLIAMSTOWN JUNCTION, ABOUT 0.15 MILE
 JU0551'NORTHWEST OF A OVERPASS OVER A BLACK TOP ROAD, AT THE COMMUNITY OF
 JU0551'CEDAR BROOK, 90.4 FEET SOUTHEAST OF EAST CORNER OF THE ABANDONED
 JU0551'FOUNDATION OF THE FORMER STATION, 31.4 FEET SOUTHWEST OF SOUTHWEST
 JU0551'RAIL, 24.5 FEET NORTHEAST OF CENTER LINE OF BLACK TOP ROAD THAT
 JU0551'PARALLELS TRACK AT THIS POINT, 1 FOOT NORTHWEST OF A STEEL
 JU0551'WITNESS POST, 1 FOOT ABOVE LEVEL OF TRACK, AND SET IN THE TOP OF
 JU0551'A CONCRETE POST 1 FOOT BELOW SURFACE OF GROUND.
 JU0551
 JU0551                          STATION RECOVERY (1983)
 JU0551
 JU0551'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JU0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5064 ***********************************************************************
 KV5064  DESIGNATION -  OAKHURST BELL CO N RADIO TOWER
 KV5064  PID         -  KV5064
 KV5064  STATE/COUNTY-  NJ/MONMOUTH
 KV5064  USGS QUAD   -  LONG BRANCH (1981)
 KV5064
 KV5064                         *CURRENT SURVEY CONTROL
 KV5064  ___________________________________________________________________
 KV5064* NAD 83(1996)-  40 15 31.82087(N)    074 01 34.36508(W)     ADJUSTED  
 KV5064* NAVD 88     -                                                        
 KV5064  ___________________________________________________________________
 KV5064  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 KV5064  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KV5064
 KV5064  HORZ ORDER  -  THIRD
 KV5064
 KV5064.The horizontal coordinates were established by classical geodetic methods
 KV5064.and adjusted by the National Geodetic Survey in September 1999..
 KV5064
 KV5064
 KV5064.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5064
 KV5064.The geoid height was determined by GEOID03.
 KV5064
 KV5064;                    North         East     Units Scale Factor Converg.
 KV5064;SPC NJ       -   158,359.970   190,301.410   MT  0.99991999   +0 18 22.3
 KV5064;SPC NJ       -   519,552.67    624,347.21   sFT  0.99991999   +0 18 22.3
 KV5064;UTM  18      - 4,456,941.255   582,808.170   MT  0.99968441   +0 37 45.6
 KV5064
 KV5064                          SUPERSEDED SURVEY CONTROL
 KV5064
 KV5064  NAD 83(1986)-  40 15 31.82009(N)    074 01 34.36126(W) AD(       ) 4
 KV5064  NAD 27      -  40 15 31.41600(N)    074 01 35.86400(W) AD(       ) 3
 KV5064
 KV5064.Superseded values are not recommended for survey control.
 KV5064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5064.See file dsdata.txt to determine how the superseded data were derived.
 KV5064
 KV5064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8280856941(NAD 83)
 KV5064_MARKER: 43 = RADIO/TV TOWER
 KV5064
 KV5064  HISTORY     - Date     Condition        Report By
 KV5064  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5064  HISTORY     - 19970827 MARK NOT FOUND   USPSQD
 KV5064
 KV5064                          STATION DESCRIPTION
 KV5064
 KV5064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5064'THE STATIONS ARE THE RESPECTIVE APICES OF THE N AND S RADIO
 KV5064'TOWERS AT THE BELL TELEPHONE AND TELEGRAPH COMPANY EXPERIMENTAL
 KV5064'LABORATORY AT OAKHURST.  THESE TOWERS ARE FOUR SIDED OPEN STEEL
 KV5064'STRUCTURES COMING TO A SHARP POINT AT THE TOP (HAVE NO CROSS
 KV5064'ARMS ON THEM) AND ARE LOCATED JUST E OF THE MAIN BUILDING.
 KV5064'
 KV5064'LOCATED IN OAKHURST ON PARK AVENUE, 0.5 MILE E OF STATE
 KV5064'HIGHWAY 35 ON THE PROPERTY OF THE BELL TELEPHONE AND TELEGRAPH
 KV5064'COMPANY OF 463 WEST STREET, NEW YORK.
 KV5064
 KV5064                          STATION RECOVERY (1997)
 KV5064
 KV5064'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV5064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5065 ***********************************************************************
 KV5065  DESIGNATION -  OAKHURST BELL CO S RADIO TOWER
 KV5065  PID         -  KV5065
 KV5065  STATE/COUNTY-  NJ/MONMOUTH
 KV5065  USGS QUAD   -  LONG BRANCH (1981)
 KV5065
 KV5065                         *CURRENT SURVEY CONTROL
 KV5065  ___________________________________________________________________
 KV5065* NAD 83(1996)-  40 15 28.01145(N)    074 01 30.28213(W)     ADJUSTED  
 KV5065* NAVD 88     -                                                        
 KV5065  ___________________________________________________________________
 KV5065  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 KV5065  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KV5065
 KV5065  HORZ ORDER  -  THIRD
 KV5065
 KV5065.The horizontal coordinates were established by classical geodetic methods
 KV5065.and adjusted by the National Geodetic Survey in September 1999..
 KV5065
 KV5065
 KV5065.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5065
 KV5065.The geoid height was determined by GEOID03.
 KV5065
 KV5065;                    North         East     Units Scale Factor Converg.
 KV5065;SPC NJ       -   158,242.998   190,398.513   MT  0.99992008   +0 18 24.9
 KV5065;SPC NJ       -   519,168.90    624,665.79   sFT  0.99992008   +0 18 24.9
 KV5065;UTM  18      - 4,456,824.861   582,905.909   MT  0.99968461   +0 37 48.2
 KV5065
 KV5065                          SUPERSEDED SURVEY CONTROL
 KV5065
 KV5065  NAD 83(1986)-  40 15 28.01027(N)    074 01 30.27803(W) AD(       ) 4
 KV5065  NAD 27      -  40 15 27.60700(N)    074 01 31.78000(W) AD(       ) 3
 KV5065
 KV5065.Superseded values are not recommended for survey control.
 KV5065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5065.See file dsdata.txt to determine how the superseded data were derived.
 KV5065
 KV5065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8290656825(NAD 83)
 KV5065_MARKER: 43 = RADIO/TV TOWER
 KV5065
 KV5065  HISTORY     - Date     Condition        Report By
 KV5065  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5065  HISTORY     - 19970827 MARK NOT FOUND   USPSQD
 KV5065
 KV5065                          STATION DESCRIPTION
 KV5065
 KV5065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5065'THE STATIONS ARE THE RESPECTIVE APICES OF THE N AND S RADIO
 KV5065'TOWERS AT THE BELL TELEPHONE AND TELEGRAPH COMPANY EXPERIMENTAL
 KV5065'LABORATORY AT OAKHURST.  THESE TOWERS ARE FOUR SIDED OPEN STEEL
 KV5065'STRUCTURES COMING TO A SHARP POINT AT THE TOP (HAVE NO CROSS
 KV5065'ARMS ON THEM) AND ARE LOCATED JUST E OF THE MAIN BUILDING.
 KV5065'
 KV5065'LOCATED IN OAKHURST ON PARK AVENUE, 0.5 MILE E OF STATE
 KV5065'HIGHWAY 35 ON THE PROPERTY OF THE BELL TELEPHONE AND TELEGRAPH
 KV5065'COMPANY OF 463 WEST STREET, NEW YORK.
 KV5065
 KV5065                          STATION RECOVERY (1997)
 KV5065
 KV5065'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV5065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5060 ***********************************************************************
 KV5060  DESIGNATION -  OAKHURST BELL TEL CO RAD MAST
 KV5060  PID         -  KV5060
 KV5060  STATE/COUNTY-  NJ/MONMOUTH
 KV5060  USGS QUAD   -  LONG BRANCH (1981)
 KV5060
 KV5060                         *CURRENT SURVEY CONTROL
 KV5060  ___________________________________________________________________
 KV5060* NAD 83(1996)-  40 15 34.85482(N)    074 01 57.21121(W)     ADJUSTED  
 KV5060* NAVD 88     -                                                        
 KV5060  ___________________________________________________________________
 KV5060  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 KV5060  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KV5060
 KV5060  HORZ ORDER  -  THIRD
 KV5060
 KV5060.The horizontal coordinates were established by classical geodetic methods
 KV5060.and adjusted by the National Geodetic Survey in September 1999..
 KV5060
 KV5060
 KV5060.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5060
 KV5060.The geoid height was determined by GEOID03.
 KV5060
 KV5060;                    North         East     Units Scale Factor Converg.
 KV5060;SPC NJ       -   158,450.676   189,761.097   MT  0.99991945   +0 18 07.5
 KV5060;SPC NJ       -   519,850.26    622,574.53   sFT  0.99991945   +0 18 07.5
 KV5060;UTM  18      - 4,457,028.892   582,267.482   MT  0.99968331   +0 37 30.9
 KV5060
 KV5060                          SUPERSEDED SURVEY CONTROL
 KV5060
 KV5060  NAD 83(1986)-  40 15 34.85370(N)    074 01 57.20711(W) AD(       ) 4
 KV5060  NAD 27      -  40 15 34.45000(N)    074 01 58.71000(W) AD(       ) 3
 KV5060
 KV5060.Superseded values are not recommended for survey control.
 KV5060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5060.See file dsdata.txt to determine how the superseded data were derived.
 KV5060
 KV5060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8226757029(NAD 83)
 KV5060_MARKER: 42 = RADIO/TV MAST
 KV5060
 KV5060  HISTORY     - Date     Condition        Report By
 KV5060  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5060  HISTORY     - 19970827 MARK NOT FOUND   USPSQD
 KV5060
 KV5060                          STATION DESCRIPTION
 KV5060
 KV5060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5060'THE STATION IS THE TOP OF THE YELLOW AND BLACK STRIPED METAL
 KV5060'RADIO MAST ON THE PROPERTY OF THE BELL TELEPHONE AND TELEGRAPH
 KV5060'COMPANY AT OAKHURST.
 KV5060'
 KV5060'REACHED FROM THE N VIA STATE HIGHWAY 35 TO W. PARK AVENUE.  GO
 KV5060'E 1.5 MILES TO WELL POND ROAD, HENCE S 0.8 MILE TO THE BELL
 KV5060'TELEPHONE AND TELEGRAPH COMPANY LABORATORY AND STATION.
 KV5060
 KV5060                          STATION RECOVERY (1997)
 KV5060
 KV5060'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV5060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5062 ***********************************************************************
 KV5062  DESIGNATION -  OAKHURST BELL TEL MID RAD TWR
 KV5062  PID         -  KV5062
 KV5062  STATE/COUNTY-  NJ/MONMOUTH
 KV5062  USGS QUAD   -  LONG BRANCH (1981)
 KV5062
 KV5062                         *CURRENT SURVEY CONTROL
 KV5062  ___________________________________________________________________
 KV5062* NAD 83(1996)-  40 15 27.08656(N)    074 01 37.31155(W)     ADJUSTED  
 KV5062* NAVD 88     -                                                        
 KV5062  ___________________________________________________________________
 KV5062  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 KV5062  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KV5062
 KV5062  HORZ ORDER  -  THIRD
 KV5062
 KV5062.The horizontal coordinates were established by classical geodetic methods
 KV5062.and adjusted by the National Geodetic Survey in September 1999..
 KV5062
 KV5062
 KV5062.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5062
 KV5062.The geoid height was determined by GEOID03.
 KV5062
 KV5062;                    North         East     Units Scale Factor Converg.
 KV5062;SPC NJ       -   158,213.585   190,232.568   MT  0.99991992   +0 18 20.3
 KV5062;SPC NJ       -   519,072.40    624,121.35   sFT  0.99991992   +0 18 20.3
 KV5062;UTM  18      - 4,456,794.519   582,740.171   MT  0.99968427   +0 37 43.7
 KV5062
 KV5062                          SUPERSEDED SURVEY CONTROL
 KV5062
 KV5062  NAD 83(1986)-  40 15 27.08540(N)    074 01 37.30736(W) AD(       ) 4
 KV5062  NAD 27      -  40 15 26.68100(N)    074 01 38.81000(W) AD(       ) 3
 KV5062
 KV5062.Superseded values are not recommended for survey control.
 KV5062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5062.See file dsdata.txt to determine how the superseded data were derived.
 KV5062
 KV5062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8274056795(NAD 83)
 KV5062_MARKER: 43 = RADIO/TV TOWER
 KV5062
 KV5062  HISTORY     - Date     Condition        Report By
 KV5062  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5062  HISTORY     - 19970827 MARK NOT FOUND   USPSQD
 KV5062
 KV5062                          STATION DESCRIPTION
 KV5062
 KV5062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5062'THE STATIONS ARE THE RESPECTIVE CENTERS OF THE TOPS OF THE
 KV5062'N, MIDDLE AND S TALL RADIO TOWERS (WITH CROSS ARMS) AT THE BELL
 KV5062'TELEPHONE AND TELEGRAPH COMPANY EXPERIMENTAL LABORATORY AT
 KV5062'OAKHURST.
 KV5062'
 KV5062'LOCATED AT OAKHURST ON PARK AVENUE 0.5 MILE E OF STATE
 KV5062'HIGHWAY 35 ON THE PROPERTY OF THE BELL TELEPHONE AND TELEGRAPH
 KV5062'COMPANY OF 463 WEST STREET, NEW YORK.
 KV5062
 KV5062                          STATION RECOVERY (1997)
 KV5062
 KV5062'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV5062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5047 ***********************************************************************
 KV5047  DESIGNATION -  OAKHURST STUCILE FARMS W GABLE
 KV5047  PID         -  KV5047
 KV5047  STATE/COUNTY-  NJ/MONMOUTH
 KV5047  USGS QUAD   -  LONG BRANCH (1981)
 KV5047
 KV5047                         *CURRENT SURVEY CONTROL
 KV5047  ___________________________________________________________________
 KV5047* NAD 83(1996)-  40 15 16.58469(N)    074 02 03.72755(W)     ADJUSTED  
 KV5047* NAVD 88     -                                                        
 KV5047  ___________________________________________________________________
 KV5047  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 KV5047  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KV5047
 KV5047  HORZ ORDER  -  THIRD
 KV5047
 KV5047.The horizontal coordinates were established by classical geodetic methods
 KV5047.and adjusted by the National Geodetic Survey in September 1999..
 KV5047
 KV5047
 KV5047.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5047
 KV5047.The geoid height was determined by GEOID03.
 KV5047
 KV5047;                    North         East     Units Scale Factor Converg.
 KV5047;SPC NJ       -   157,886.389   189,610.087   MT  0.99991931   +0 18 03.2
 KV5047;SPC NJ       -   517,998.93    622,079.09   sFT  0.99991931   +0 18 03.2
 KV5047;UTM  18      - 4,456,463.896   582,119.692   MT  0.99968301   +0 37 26.4
 KV5047
 KV5047                          SUPERSEDED SURVEY CONTROL
 KV5047
 KV5047  NAD 83(1986)-  40 15 16.58366(N)    074 02 03.72331(W) AD(       ) 4
 KV5047  NAD 27      -  40 15 16.17800(N)    074 02 05.22800(W) AD(       ) 3
 KV5047
 KV5047.Superseded values are not recommended for survey control.
 KV5047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5047.See file dsdata.txt to determine how the superseded data were derived.
 KV5047
 KV5047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8212056464(NAD 83)
 KV5047_MARKER: 81 = GABLE
 KV5047
 KV5047  HISTORY     - Date     Condition        Report By
 KV5047  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5047  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 KV5047  HISTORY     - 19970827 MARK NOT FOUND   USPSQD
 KV5047
 KV5047                          STATION DESCRIPTION
 KV5047
 KV5047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5047'STATION IS THE TOP CENTER OF THE W GABLE ON THE WHITE BIRD
 KV5047'HOUSE ON A WOODEN TOWER AT THE STUCILE FARM, WHICH IS LOCATED
 KV5047'ON POPLAR ROAD 0.6 MILE E OF STATE HIGHWAY 35, IN OAKHURST.
 KV5047
 KV5047                          STATION RECOVERY (1995)
 KV5047
 KV5047'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5047'MARK NOT FOUND.
 KV5047
 KV5047                          STATION RECOVERY (1997)
 KV5047
 KV5047'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV5047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5181 ***********************************************************************
 KV5181  DESIGNATION -  OAKHURST US ARMY TOWER
 KV5181  PID         -  KV5181
 KV5181  STATE/COUNTY-  NJ/MONMOUTH
 KV5181  USGS QUAD   -  ASBURY PARK (1989)
 KV5181
 KV5181                         *CURRENT SURVEY CONTROL
 KV5181  ___________________________________________________________________
 KV5181* NAD 83(1996)-  40 14 21.32329(N)    074 02 31.26673(W)     ADJUSTED  
 KV5181* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 KV5181  ___________________________________________________________________
 KV5181  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 KV5181  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KV5181
 KV5181  HORZ ORDER  -  THIRD
 KV5181
 KV5181.The horizontal coordinates were established by classical geodetic methods
 KV5181.and adjusted by the National Geodetic Survey in September 1999..
 KV5181
 KV5181.The orthometric height was scaled from a topographic map.
 KV5181
 KV5181.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5181
 KV5181.The geoid height was determined by GEOID03.
 KV5181
 KV5181;                    North         East     Units Scale Factor Converg.
 KV5181;SPC NJ       -   156,178.663   188,968.140   MT  0.99991869   +0 17 45.1
 KV5181;SPC NJ       -   512,396.16    619,972.97   sFT  0.99991869   +0 17 45.1
 KV5181;UTM  18      - 4,454,752.982   581,487.534   MT  0.99968174   +0 37 07.9
 KV5181
 KV5181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5181!SPC NJ       -   0.99998087  x   0.99991869  =   0.99989956
 KV5181!UTM  18      -   0.99998087  x   0.99968174  =   0.99966262
 KV5181
 KV5181                          SUPERSEDED SURVEY CONTROL
 KV5181
 KV5181  NAD 83(1986)-  40 14 21.32204(N)    074 02 31.26211(W) AD(       ) 4
 KV5181  NAD 27      -  40 14 20.91500(N)    074 02 32.75800(W) AD(       ) 3
 KV5181
 KV5181.Superseded values are not recommended for survey control.
 KV5181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5181.See file dsdata.txt to determine how the superseded data were derived.
 KV5181
 KV5181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8148854753(NAD 83)
 KV5181_MARKER: 55 = TOWER
 KV5181
 KV5181  HISTORY     - Date     Condition        Report By
 KV5181  HISTORY     - 1944     FIRST OBSERVED   CGS
 KV5181  HISTORY     - 1962     GOOD             CGS
 KV5181  HISTORY     - 1987     GOOD             NJGS
 KV5181  HISTORY     - 1988     GOOD             CGS
 KV5181  HISTORY     - 19950708 GOOD             USPSQD
 KV5181  HISTORY     - 19970827 GOOD             USPSQD
 KV5181
 KV5181                          STATION DESCRIPTION
 KV5181
 KV5181'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (LGS)
 KV5181'STATION IS LOCATED ABOUT 1.5 MILES W OF ASBURY PARK, 0.15 MILE W
 KV5181'OF STATE HIGHWAY 35.  THE TOWER IS A FOUR-LEGGED STEEL STRUCTURE
 KV5181'400 FEET HIGH AND IS A RADAR TOWER OF THE U.S. ARMY.
 KV5181'
 KV5181'THE POINT OBSERVED WAS JUST BELOW THE MECHANISM THAT IS ON THE
 KV5181'TOP OF THE TOWER.
 KV5181'
 KV5181'TO REACH THE TOWER FROM THE JUNCTION OF STATE HIGHWAYS 33
 KV5181'AND 35 ABOUT 1 MILE W OF ASBURY PARK, GO N ON STATE HIGHWAY 35
 KV5181'FOR 2.4 MILES TO A T MACADAM ROAD LEFT, TURN LEFT AND GO 0.15
 KV5181'MILE TO THE TOWER ON THE LEFT.
 KV5181
 KV5181                          STATION RECOVERY (1962)
 KV5181
 KV5181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV5181'THE STATION IS LOCATED AT THE TOP OF AN INTERNATIONAL RED
 KV5181'AND WHITE STEEL TOWER, PRESENTLY BEING USED IN CONNECTION WITH
 KV5181'METEOROLOGICAL OBSERVATION.  THE TOWER HAS TWO RED GONDOLAS AT
 KV5181'THE TOP.  THE HEIGHT TO THE BOTTOM OF THESE GONDOLAS IS EXACTLY
 KV5181'400 FEET.
 KV5181'
 KV5181'TO REACH THE STATION FROM THE INTERSECTION OF N. J. ROUTE 35 AND
 KV5181'DEAL ROAD, GO SOUTH ON ROUTE 35 FOR 0.7 MILE TO A BLACKTOP ROAD ON
 KV5181'THE RIGHT.  GO WEST FOR 0.25 MILE TO THE TOWER AT THE TOP OF HILL.
 KV5181
 KV5181                          STATION RECOVERY (1987)
 KV5181
 KV5181'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1987 (JRO)
 KV5181'THE STATION WAS RECOVERED AT THIS DATE.
 KV5181'THE TOWER IS STILL IN PLACE PAINTED RED AND WHITE.  IT IS LOCATED
 KV5181'ABOUT 0.48 KM (0.3 MI) WEST OF STATE ROUTE 35 AND ABOUT
 KV5181'4.8 KM (3.0 MI) EAST OF THE GARDEN STATE PARKWAY NEAR ASBURY PARK.
 KV5181'THERE IS A CABIN NEAR THE TOP.
 KV5181'
 KV5181'DESCRIBED BY J.R. OLSEN.
 KV5181
 KV5181                          STATION RECOVERY (1988)
 KV5181
 KV5181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1988 (CSM)
 KV5181'THE STATION IS LOCATED ON AN ABANDOWED U.S. MILITARY RESERVATION IN
 KV5181'OAKHURST JUST WEST OF DEAL LAKE, N.J. THE TOWER IS APPROXIMATELY 400
 KV5181'FEET TALL AND IS VISIBLE FROM THE COAST. TO REACH THE STATION FROM
 KV5181'HIGHWAY 35 AND SUNSET AVENUE PROCEED NORTH ON HIGHWAY 35 FOR
 KV5181'APPROXIMATELY 0.4 MILE AND TAKE A LEFT ON VALLEY ROAD AND PROCEED 0.1
 KV5181'MILE TURN LEFT ON AN OLD PAVED ROAD TO THE TOWER AND STATION. THE
 KV5181'STATION IS AN OLD SIGNAL TOWER APPROXIMATELY 400 FEET HIGH AND IS
 KV5181'COLORED ORANGE AND WHITE.
 KV5181
 KV5181                          STATION RECOVERY (1995)
 KV5181
 KV5181'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5181'RECOVERED IN GOOD CONDITION.
 KV5181
 KV5181                          STATION RECOVERY (1997)
 KV5181
 KV5181'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV5181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5306 ***********************************************************************
 KV5306  DESIGNATION -  OBHONAN
 KV5306  PID         -  KV5306
 KV5306  STATE/COUNTY-  NJ/OCEAN
 KV5306  USGS QUAD   -  LAKEHURST (1971)
 KV5306
 KV5306                         *CURRENT SURVEY CONTROL
 KV5306  ___________________________________________________________________
 KV5306* NAD 83(1996)-  40 02 36.82392(N)    074 20 30.99132(W)     ADJUSTED  
 KV5306* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 KV5306  ___________________________________________________________________
 KV5306  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 KV5306  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KV5306
 KV5306  HORZ ORDER  -  SECOND
 KV5306
 KV5306.This mark is at Lakehurst (NAWC) Airport (NEL)
 KV5306
 KV5306.The horizontal coordinates were established by classical geodetic methods
 KV5306.and adjusted by the National Geodetic Survey in September 1999..
 KV5306
 KV5306.The orthometric height was scaled from a topographic map.
 KV5306
 KV5306.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5306
 KV5306.The geoid height was determined by GEOID03.
 KV5306
 KV5306;                    North         East     Units Scale Factor Converg.
 KV5306;SPC NJ       -   134,362.824   163,487.253   MT  0.99990224   +0 06 06.1
 KV5306;SPC NJ       -   440,822.03    536,374.43   sFT  0.99990224   +0 06 06.1
 KV5306;UTM  18      - 4,432,799.623   556,136.135   MT  0.99963879   +0 25 24.2
 KV5306
 KV5306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5306!SPC NJ       -   0.99999969  x   0.99990224  =   0.99990193
 KV5306!UTM  18      -   0.99999969  x   0.99963879  =   0.99963848
 KV5306
 KV5306:                Primary Azimuth Mark                     Grid Az
 KV5306:SPC NJ       -  SMALL TK ON W END LARGE HANGAR           126 46 52.1
 KV5306:UTM  18      -  SMALL TK ON W END LARGE HANGAR           126 27 34.0
 KV5306
 KV5306|---------------------------------------------------------------------|
 KV5306| PID    Reference Object                     Distance      Geod. Az  |
 KV5306|                                                           dddmmss.s |
 KV5306| KV5304 SMALL TK ON W END LARGE HANGAR      APPROX. 2.6 KM 1265258.2 |
 KV5306| CF3194 OBHONAN AZ MK                                      1631554.6 |
 KV5306| CF3195 OBHONAN RM 1                         53.900 METERS 17405     |
 KV5306| CF3196 OBHONAN RM 2                         49.938 METERS 22325     |
 KV5306| KV5305 RADIO MAST 1944                      42.200 METERS 27010     |
 KV5306|---------------------------------------------------------------------|
 KV5306
 KV5306                          SUPERSEDED SURVEY CONTROL
 KV5306
 KV5306  NAD 83(1986)-  40 02 36.81865(N)    074 20 30.98721(W) AD(       ) 2
 KV5306  NAD 27      -  40 02 36.39800(N)    074 20 32.45500(W) AD(       ) 2
 KV5306
 KV5306.Superseded values are not recommended for survey control.
 KV5306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5306.See file dsdata.txt to determine how the superseded data were derived.
 KV5306
 KV5306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5613632800(NAD 83)
 KV5306_MARKER: DS = TRIANGULATION STATION DISK
 KV5306_SETTING: 0 = UNSPECIFIED SETTING
 KV5306
 KV5306  HISTORY     - Date     Condition        Report By
 KV5306  HISTORY     - 1944     MONUMENTED       CGS
 KV5306  HISTORY     - 19940926 MARK NOT FOUND   USPSQD
 KV5306
 KV5306                          STATION DESCRIPTION
 KV5306
 KV5306'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (LGS)
 KV5306'STATION IS LOCATED ABOUT 2 MILES NW OF THE MAIN HANGAR AT THE
 KV5306'U.S. NAVAL STATION, LAKEHURST, N.J. AND ON PROPERTY OF THE U.S.
 KV5306'GOVERNMENT.  IT IS LOCATED IN THE E SECTION OF A LOW GRAVELLY
 KV5306'AREA, 138.45 FEET E OF A RADIO MAST.  THE MARK IS STAMPED
 KV5306'OBHONAN 1944 AND PROJECTS ABOUT 4 INCHES.
 KV5306'
 KV5306'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 KV5306'DISKS SET IN CONCRETE.
 KV5306'
 KV5306'REFERENCE MARK 1 IS 176.84 FEET S OF THE STATION, 14 FEET SE
 KV5306'OF THE APPROXIMATE CENTER LINE OF A GRAVELED ROAD, 12 FEET SW
 KV5306'OF A FENCE CORNERPOST, AND 1 FOOT NW OF A WOVEN-WIRE FENCE.  IT
 KV5306'IS STAMPED OBHONAN NO 1 1944 AND PROJECTS ABOUT 2 INCHES.
 KV5306'
 KV5306'REFERENCE MARK 2 IS 163.84 FEET SW OF THE STATION, 75 FEET WNW
 KV5306'OF A WOVEN-WIRE FENCE, AND ABOUT 5 FEET HIGHER IN ELEVATION
 KV5306'THAN THE STATION MARK.  IT IS STAMPED OBHONAN NO 2 1944 AND
 KV5306'PROJECTS ABOUT 2 INCHES.
 KV5306'
 KV5306'AZIMUTH MARK IS SSE OF THE STATION, 84 FEET E OF THE
 KV5306'APPROXIMATE CENTER LINE OF GRAVELED ROAD, 4 FEET S OF A
 KV5306'TRIANGULAR-BLAZED 8-INCH PINE TREE, AND 2-1/2 FEET NW OF A
 KV5306'WOODEN WITNESS POST.  IT IS STAMPED OBHONAN 1944 AND PROJECTS
 KV5306'ABOUT 3 INCHES.
 KV5306'
 KV5306'A TRAVERSE CONNECTION WAS MADE TO THE BASE OF THE RADIO MAST.  IT
 KV5306'IS 42.200 METERS (138.45 FEET) W OF THE STATION AND THE
 KV5306'POINT OBSERVED WAS THE BASE OF THE MAST.  THE MAST IS MADE OF
 KV5306'IRON AND IS 7 INCHES IN DIAMETER AT THE BASE AND 50 FEET HIGH.
 KV5306'
 KV5306'TO REACH THE STATION FROM THE RECREATION BUILDING OF THE U.S.
 KV5306'NAVAL STATION, GO SW FOR 0.2 MILE TO A FORK, CONTINUE STRAIGHT
 KV5306'AHEAD FOR 0.3 MILE.  KEEP STRAIGHT AHEAD ON GRAVELED ROAD FOR 0.6
 KV5306'MILE TO A WOVEN-WIRE FENCE AND A SIGN WHICH READS GATE NO 4,
 KV5306'HERE TURN RIGHT AND GO 0.3 MILE TO THE AZIMUTH MARK ON THE
 KV5306'RIGHT.  CONTINUE N FOR 0.2 MILE TO A LOW GRAVELLY AREA AND
 KV5306'STATION.
 KV5306'
 KV5306'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KV5306
 KV5306                          STATION RECOVERY (1994)
 KV5306
 KV5306'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV5306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5172 ***********************************************************************
 KV5172  DESIGNATION -  OBSERVATORY 2 1918
 KV5172  PID         -  KV5172
 KV5172  STATE/COUNTY-  NJ/MONMOUTH
 KV5172  USGS QUAD   -  ASBURY PARK (1989)
 KV5172
 KV5172                         *CURRENT SURVEY CONTROL
 KV5172  ___________________________________________________________________
 KV5172* NAD 83(1996)-  40 13 29.51409(N)    074 03 11.80539(W)     ADJUSTED  
 KV5172* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 KV5172  ___________________________________________________________________
 KV5172  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 KV5172  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV5172
 KV5172  HORZ ORDER  -  THIRD
 KV5172
 KV5172.The horizontal coordinates were established by classical geodetic methods
 KV5172.and adjusted by the National Geodetic Survey in September 1999..
 KV5172
 KV5172.The orthometric height was scaled from a topographic map.
 KV5172
 KV5172.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5172
 KV5172.The geoid height was determined by GEOID03.
 KV5172
 KV5172;                    North         East     Units Scale Factor Converg.
 KV5172;SPC NJ       -   154,575.915   188,018.044   MT  0.99991779   +0 17 18.6
 KV5172;SPC NJ       -   507,137.81    616,855.87   sFT  0.99991779   +0 17 18.6
 KV5172;UTM  18      - 4,453,145.286   580,546.711   MT  0.99967986   +0 36 41.1
 KV5172
 KV5172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5172!SPC NJ       -   0.99999750  x   0.99991779  =   0.99991529
 KV5172!UTM  18      -   0.99999750  x   0.99967986  =   0.99967736
 KV5172
 KV5172:                Primary Azimuth Mark                     Grid Az
 KV5172:SPC NJ       -  ALLENHURST TANK                          073 06 41.0
 KV5172:UTM  18      -  ALLENHURST TANK                          072 47 18.5
 KV5172
 KV5172|---------------------------------------------------------------------|
 KV5172| PID    Reference Object                     Distance      Geod. Az  |
 KV5172|                                                           dddmmss.s |
 KV5172| KV5122 ALLENHURST TANK                     APPROX. 4.0 KM 0732359.6 |
 KV5172| KU2748 MONTEREY HOTEL                      APPROX. 4.6 KM 0875123.4 |
 KV5172| KV5135 ELECTRIC                            APPROX. 3.8 KM 1031331.7 |
 KV5172| KV5142 BELMAR SILVER TANK                  APPROX. 3.8 KM 1323318.5 |
 KV5172| KV5145 AVON WATER TANK                     APPROX. 4.4 KM 1422921.1 |
 KV5172| KV5137 MONUMENT                            APPROX. 1.4 KM 1430557.9 |
 KV5172| KV5139 GREEN                               APPROX. 2.1 KM 1494247.4 |
 KV5172| KV5151 CROSS                               APPROX. 5.4 KM 1513018.1 |
 KV5172| KV5155 BELMAR STANDPIPE                    APPROX. 5.6 KM 1584133.0 |
 KV5172| KV5158 BELMAR STACK                        APPROX. 5.9 KM 1594058.7 |
 KV5172| KV5157 BELMAR TANK                         APPROX. 5.8 KM 1594907.6 |
 KV5172| KV5159 COMO                                APPROX. 8.2 KM 1605218.1 |
 KV5172| KV5187 SPRING LAKE PUMPING STATION TK      APPROX. 8.9 KM 1702830.5 |
 KV5172| KV6249 OBSERVATORY 2 AZ MK 2               APPROX. 0.6 KM 1702944.2 |
 KV5172| KV5185 SPRING LAKE HEIGHTS TANK            APPROX. 8.9 KM 1705002.8 |
 KV5172| CS4381 OBSERVATORY 2 RM 2                    7.521 METERS 23344     |
 KV5172| KV5133 CLUB TANK                           APPROX. 2.6 KM 2515648.0 |
 KV5172| CS4382 OBSERVATORY 2 RM 3                    5.378 METERS 34635     |
 KV5172|---------------------------------------------------------------------|
 KV5172
 KV5172                          SUPERSEDED SURVEY CONTROL
 KV5172
 KV5172  NAD 83(1986)-  40 13 29.51301(N)    074 03 11.80098(W) AD(       ) 3
 KV5172  NAD 27      -  40 13 29.10700(N)    074 03 13.29900(W) AD(       ) 3
 KV5172
 KV5172.Superseded values are not recommended for survey control.
 KV5172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5172.See file dsdata.txt to determine how the superseded data were derived.
 KV5172
 KV5172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8054753145(NAD 83)
 KV5172_MARKER: DS = TRIANGULATION STATION DISK
 KV5172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5172_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5172_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5172+STABILITY: SURFACE MOTION
 KV5172
 KV5172  HISTORY     - Date     Condition        Report By
 KV5172  HISTORY     - 1918     MONUMENTED       CGS
 KV5172  HISTORY     - 1932     GOOD             CGS
 KV5172  HISTORY     - 1933     GOOD             CGS
 KV5172  HISTORY     - 1934     GOOD             CGS
 KV5172  HISTORY     - 1959     GOOD             CGS
 KV5172  HISTORY     - 1962     GOOD             CGS
 KV5172  HISTORY     - 1962     GOOD             CGS
 KV5172  HISTORY     - 1985     GOOD             NGS
 KV5172
 KV5172                          STATION DESCRIPTION
 KV5172
 KV5172'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (IW)
 KV5172'VERY NEAR THE LOCATION OF THE STATION OBSERVATORY ESTABLISHED BY
 KV5172'O.B. FRENCH.  LOCATED IN INDIAN LADY HILL PARK ON THE E END OF
 KV5172'HILL OF SAME NAME OWNED BY THE RAPID TRANSIT REALTY COMPANY OF
 KV5172'71 WEST THIRTY FIFTH STREET, NEW YORK, NEW YORK, AND IS NEAR THE
 KV5172'INDIAN LADY SPRING.
 KV5172'
 KV5172'THE POSITION OF A PROPERTY STAKE OF THE REALTY COMPANY WAS USED
 KV5172'AS THE STATION.
 KV5172'
 KV5172'(SPECIAL PUBLICATION NO. 26 NOT AVAILABLE)
 KV5172'
 KV5172'A MASS OF CONCRETE WITH A NAIL IN IT TO MARK THE STATION WAS
 KV5172'PLACED WITH THE UPPER SURFACE 3 FEET BENEATH THE SURFACE OF THE
 KV5172'GROUND WAS USED AS THE UNDERGROUND MARK.
 KV5172'
 KV5172'A TERRA COTTA PIPE 4 INCHES BY 2 FEET 6 INCHES FILLED WITH
 KV5172'CEMENT AND SAND AND WITH A STANDARD STATION MARK IN THE UPPER
 KV5172'END WAS USED AS THE SURFACE MARK WITH ITS UPPER END AT THE
 KV5172'SURFACE OF THE GROUND.
 KV5172'
 KV5172'THE SURFACE MARK IS SURROUNDED BY A MASS OF SAND AND CEMENT AT
 KV5172'THE LOWER END.  A SIMILAR PIPE FILLED AS STATED, WITH A STANDARD
 KV5172'REFERENCE MARK IN THE UPPER END WAS USED AS THE REFERENCE
 KV5172'MARK.  SEVERAL HOUSES HAVE BEEN BUILT ON THE HILL N AND W OF THE
 KV5172'STATION.
 KV5172
 KV5172                          STATION RECOVERY (1932)
 KV5172
 KV5172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 KV5172'ON THE EASTERN SIDE OF INDIAN LADY HILL PARK, ON PROPERTY
 KV5172'FORMERLY CLAIMED BY THE RAPID TRANSIT COMPANY OF ASBURY PARK AND
 KV5172'NOW CLAIMED BY THE HEIRS OF L. JONAF.  A STANDARD STATION MARK
 KV5172'AND A STANDARD REFERENCE MARK DISTANT 6.41 METERS W OF THE
 KV5172'STATION WERE RECOVERED.  TWO NEW REFERENCE MARKS WERE
 KV5172'ESTABLISHED AND MARKED WITH THE NAME OF THE STATION, 1932 AND
 KV5172'NUMBERED 2 AND 3.  REFERENCE MARK NO.2 IS 7.53 METERS N 68 DEG E
 KV5172'IN BEARING FROM THE STATION.  REFERENCE MARK NO.3 IS 5.371
 KV5172'METERS S 0 DEG E IN BEARING FROM THE STATION.  A 50 FOOT STEEL
 KV5172'LIGHT STAND WAS BUILT OVER THE STATION AND OBSERVED ON IN
 KV5172'1932.
 KV5172'
 KV5172'TO REACH THE STATION FROM THE JUNCTION OF BANGS AVENUE AND
 KV5172'NEPTUNE HIGHWAY GO N ON BANGS AVENUE, 1.3 MILES TO SIGN ON THE
 KV5172'RIGHT INDIAN LADY SPRING, PASSING WCAP BROADCASTING STATION ON
 KV5172'THE RIGHT.  FROM THE INDIAN LADY SPRING SIGN CONTINUE ON THE DIRT
 KV5172'ROAD 0.3 MILE TO STONE GATEPOSTS AND SIGN INDIAN LADY HILL
 KV5172'PARK.  TURN RIGHT HERE AND RUN 0.2 MILE TO THE E END OF THE
 KV5172'ROAD.  THE STATION IS ON THE E END OF THE HILL.
 KV5172
 KV5172                          STATION RECOVERY (1933)
 KV5172
 KV5172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (PCD)
 KV5172'THE DESCRIPTION FROM THE RECOVERY NOTE OF C.D. MEANEY
 KV5172'1932 IS COMPLETE FOR THIS STATION.  STATION RECOVERED AS
 KV5172'DESCRIBED BY C.D. MEANEY IN 1932.
 KV5172'
 KV5172'A 30-FOOT TRIPOD AND PLATFORM WAS ERECTED OVER THE MARK AND
 KV5172'OCCUPIED.
 KV5172'
 KV5172'ALL MARKS IN GOOD CONDITION.
 KV5172
 KV5172                          STATION RECOVERY (1934)
 KV5172
 KV5172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5172'RECOVERED AS DESCRIBED IN 1932.  STATION AND REFERENCE MARKS IN
 KV5172'GOOD CONDITION.  DESCRIPTION BY C.D. MEANEY 1932 ADEQUATE AND
 KV5172'CORRECT.  A 4-FOOT SIGNAL WAS NEEDED TO SEE ALL STATIONS.
 KV5172
 KV5172                          STATION RECOVERY (1959)
 KV5172
 KV5172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ADS)
 KV5172'STATION WAS FOUND 3 INCHES BELOW GROUND AT INTERSECTION AS
 KV5172'DETERMINED BY DIRECTIONAL ARROWS ON REFERENCE MONUMENTS 2 AND 3.
 KV5172'
 KV5172'REFERENCE MARK 2 WAS RECOVERED IN EXCELLENT CONDITION.
 KV5172
 KV5172                          STATION RECOVERY (1962)
 KV5172
 KV5172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (DHU)
 KV5172'SUGGESTED CHANGE IN LAST PARAGRAPH OF DESCRIPTION OF MONUMENT
 KV5172'OBSERVATORY 2 AS FOLLOWS--
 KV5172'
 KV5172'CONDITION GOOD.  TO REACH THE STATION FROM THE FIVE-WAY JUNCTION
 KV5172'OF ASBURY AVENUE, ROUTE 66, AND WAYSIDE ROAD, GO SOUTH ON
 KV5172'WAYSIDE ROAD 0.6 MILE TO INTERSECTION OF WEST BANGS AVENUE.  THEN
 KV5172'GO EAST ON WEST BANGS AVENUE 0.1 MILES TO POINT WHERE WEST BANGS
 KV5172'AVENUE MAKES SHARP RIGHT TURN.  AT THIS POINT, INSTEAD OF
 KV5172'TURNING RIGHT WITH WEST BANGS AVENUE, GO STRAIGHT AHEAD UP DIRT
 KV5172'ROAD.  DIRT ROAD WINDS 0.3 MILES TO HIGHEST GROUND AND ENDS AT
 KV5172'MONUMENT ON EAST END OF HILL, ABOUT 350 FEET BEYOND NEW JERSEY
 KV5172'BELL TELEPHONE COMPANY RADIO TOWER.
 KV5172
 KV5172                          STATION RECOVERY (1962)
 KV5172
 KV5172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5172'THE STATION MARK AND RMS 2 AND 3 WERE RECOVERED IN GOOD
 KV5172'CONDITION.  RM 1 WAS NOT FOUND.  A WITNESS POST WAS SET, AND
 KV5172'THE STATION DISK WAS STAMPED AT THIS TIME.
 KV5172'
 KV5172'STATION MARK IS A STANDARD DISK STAMPED OBSERVATORY 2 1918,
 KV5172'SET IN A 4-INCH DIAMETER PIPE FILLED WITH CONCRETE AND FLUSH.  IT
 KV5172'IS 7.8 FEET SOUTH OF THE WITNESS POST.
 KV5172'
 KV5172'RM 2 IS A STANDARD DISK STAMPED OBSERVATORY 2 NO 2 1932,
 KV5172'PROJECTING 6 INCHES AND 23.2 FEET SOUTHWEST OF THE WITNESS POST.
 KV5172'
 KV5172'RM 3 IS A STANDARD DISK STAMPED OBSERVATORY 2 NO 3 1932,
 KV5172'PROJECTING 3 INCHES AND 13.0 FEET NORTHEAST OF THE WITNESS POST.
 KV5172'
 KV5172'THERE IS A NEW MICROWAVE TOWER ABOUT 300 FEET FROM THE STATION
 KV5172'N 79 DEG W.
 KV5172
 KV5172                          STATION RECOVERY (1985)
 KV5172
 KV5172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 KV5172'THE STATION WAS RECOVERED AT THIS DATE.
 KV5172'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN
 KV5172'GOOD CONDITION AS DESCRIBED WITH ONE EXCEPTION.  A LONGER DISTANCE
 KV5172'OF 0.1 FT. WAS FOUND TO REFERENCE MARK 2.  IT LOOKS LIKE A ERROR OF
 KV5172'0.1 FT. WAS MADE WHEN THE FORMER DISTANCE TO REFERENCE MARK TWO WAS
 KV5172'MADE.
 KV5172'A LONG LINE WAS CLEARED THROUGH THE TIMBER WHICH ALLOWED A NEW
 KV5172'AZIMUTH MARK TO BE ESTABLISHED.
 KV5172'
 KV5172'THE STATION IS LOCATED ABOUT 1 KM (.5 MI) EAST OF LADY HILL PARK
 KV5172'OWNERSHIP--UNKNOWN
 KV5172'
 KV5172'TO REACH THE STATION FROM POST OFFICE IN ASBURY PARK,
 KV5172'PROCEED WESTERLY ALONG WEST BANGS AVE. FOR 1.6 KM(1.0 MI) TO
 KV5172'INTERSECTION WITH STATE ROUTE 35, CONTINUE 2.2 KM(1.4 MI TO HARD
 KV5172'RIGHT CURVE, CONTINUE 0.24 KM(0.15 MI) TO HARD LEFT CURVE AND DIRT
 KV5172'ROAD OFF TO RIGHT TAKE THIS DIRT ROAD AND FOLLOW WINDING RD. 0.48
 KV5172'KM(0.3 MI)TO THE TOP OF THE HILL AND STATION. STATION IS IN
 KV5172'APPROXIMATE CENTERLINE OF GRAVEL ROAD.
 KV5172'
 KV5172'THE STATION IS A STANDARD DISK STAMPED---OBSERVATORY 2 1918
 KV5172'1984---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON SIDE
 KV5172'FLUSH WITH GROUND.
 KV5172'
 KV5172'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK
 KV5172'STAMPED---OBSERVATORY 2 NO 2 1932---,
 KV5172'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV5172'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 KV5172'0.3 METERS (1.0 FT) SOUTH FROM A WITNESS POST AND
 KV5172'3.1 METERS (10.0 FT) SOUTH FROM THE CENTER OF THE ROAD.
 KV5172'MARK IS LEVEL WITH THE STATION.
 KV5172'
 KV5172'REFERENCE MARK NO. 3 IS A STANDARD CGS DISK
 KV5172'STAMPED---OBSERVATORY 2 NO 3 1932---,
 KV5172'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV5172'30 CM ON SIDE PROJECTING 10 CM ABOVE GROUND.  LOCATED
 KV5172'0.3 METERS (1.0 FT) SOUTH FROM A WITNESS POST AND
 KV5172'5.3 METERS (17.5 FT) NORTH FROM THE CENTER OF THE ROAD.
 KV5172'MARK IS LEVEL WITH THE STATION.
 KV5172'
 KV5172'AZIMUTH MARK NO. 2 IS A STANDARD NGS DISK
 KV5172'STAMPED---OBSERVATORY 2 1918 NO 2 1984---,
 KV5172'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5172'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5172'8.4 METERS (27.6 FT) EAST FROM THE CENTER OF THE SOUTH BOUND LANE
 KV5172'OF STATE HIGHWAY 18,
 KV5172'9.4 METERS (31 FT) NORTH-NORTHWEST FROM THE NORTH ONE OF TWO
 KV5172'SUPPORT COLUMNS FOR A OVERHEAD BRIDGE,
 KV5172'40.2 METERS (132 FT) SOUTHEAST FROM A DROP INLET ALONG THE WEST
 KV5172'SIDE OF THE SOUTH BOUND LANE OF STATE HIGHWAY 18 AND
 KV5172'3.5 METERS (11.5 FT) WEST FROM A GUIDERAIL AND CARSONITE WITNESS
 KV5172'POST.
 KV5172'
 KV5172'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 18 AND 66,
 KV5172'GO SOUTH FOR 0.95 KM (0.6 MI) ON STATE HIGHWAY 18 TO THE STATION
 KV5172'ON THE LEFT.
 KV5172'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 KV5172'STAMPED---OBSERVATORY 2 1918 NO 2 1984---,
 KV5172'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 KV5172'
 KV5172'DESCRIBED BY RALPH G POUST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6249 ***********************************************************************
 KV6249  DESIGNATION -  OBSERVATORY 2 AZ MK 2
 KV6249  PID         -  KV6249
 KV6249  STATE/COUNTY-  NJ/MONMOUTH
 KV6249  USGS QUAD   -  ASBURY PARK (1989)
 KV6249
 KV6249                         *CURRENT SURVEY CONTROL
 KV6249  ___________________________________________________________________
 KV6249* NAD 83(1996)-  40 13 10.27015(N)    074 03 07.60249(W)     ADJUSTED  
 KV6249* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 KV6249  ___________________________________________________________________
 KV6249  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 KV6249  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KV6249
 KV6249  HORZ ORDER  -  THIRD
 KV6249
 KV6249.The horizontal coordinates were established by classical geodetic methods
 KV6249.and adjusted by the National Geodetic Survey in September 1999..
 KV6249.No horizontal observational check was made to the station.
 KV6249
 KV6249.The orthometric height was scaled from a topographic map.
 KV6249
 KV6249.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6249
 KV6249.The geoid height was determined by GEOID03.
 KV6249
 KV6249;                    North         East     Units Scale Factor Converg.
 KV6249;SPC NJ       -   153,982.910   188,120.397   MT  0.99991788   +0 17 21.2
 KV6249;SPC NJ       -   505,192.26    617,191.67   sFT  0.99991788   +0 17 21.2
 KV6249;UTM  18      - 4,452,553.008   580,652.380   MT  0.99968007   +0 36 43.6
 KV6249
 KV6249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6249!SPC NJ       -   1.00000187  x   0.99991788  =   0.99991975
 KV6249!UTM  18      -   1.00000187  x   0.99968007  =   0.99968194
 KV6249
 KV6249                          SUPERSEDED SURVEY CONTROL
 KV6249
 KV6249  NAD 83(1986)-  40 13 10.26871(N)    074 03 07.59843(W) AD(       ) 3
 KV6249
 KV6249.Superseded values are not recommended for survey control.
 KV6249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6249.See file dsdata.txt to determine how the superseded data were derived.
 KV6249
 KV6249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8065252553(NAD 83)
 KV6249_MARKER: DG = GRAVITY STATION DISK
 KV6249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6249_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6249+STABILITY: SURFACE MOTION
 KV6249
 KV6249  HISTORY     - Date     Condition        Report By
 KV6249  HISTORY     - 1985     MONUMENTED       NGS
 KV6249  HISTORY     - 19920809 MARK NOT FOUND   USPSQD
 KV6249
 KV6249                          STATION DESCRIPTION
 KV6249
 KV6249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 KV6249'THE STATION IS LOCATED ABOUT 11.25 KM (7.0 MI)
 KV6249'SOUTHWEST OF LONG BRANCH,
 KV6249'1.5 KM (1.0 MI) NORTH OF NEPTUNE CITY,
 KV6249'1.5 KM (1.0 MI) SOUTHWEST OF WANAMASSA AND IN THE MEDIUM STRIP FOR
 KV6249'STATE HIGHWAY 18.
 KV6249'OWNERSHIP--UNKNOWN.
 KV6249'
 KV6249'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 18 AND 66 NEAR
 KV6249'WANAMASSA, GO SOUTH ON STATE HIGHWAY 18 FOR 0.95 KM(0.6 MI) TO THE
 KV6249'STATION ON THE LEFT.
 KV6249'
 KV6249'THE STATION IS A STANDARD NGS DISK
 KV6249'STAMPED---OBSERVATORY 2 1918 NO 2 1984---,
 KV6249'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6249'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6249'8.4 METERS (27.6 FT) EAST FROM THE CENTER OF THE SOUTH BOUND LANE
 KV6249'OF STATE HIGHWAY 18,
 KV6249'9.4 METERS (31 FT) NORTH-NORTHWEST FROM THE NORTH ONE OF TWO
 KV6249'SUPPORT COLUMMS FOR A OVERHEAD BRIDGE,
 KV6249'40.2 METERS (132 FT) SOUTHEAST FROM A DROP INLET ALONG THE WEST
 KV6249'SIDE OF THE SOUTH BOUND LANE OF STATE HIGHWAY I8 AND
 KV6249'3.5 METERS (11.5 FT) WEST FROM A GUIDERAIL AND CARSONITE WITNESS
 KV6249'POST.
 KV6249'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 KV6249'STAMPED---OBSERVATORY 2 1918 NO 2 1984---,
 KV6249'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 KV6249'
 KV6249'DESCRIBEB BY R G POUST.
 KV6249
 KV6249                          STATION RECOVERY (1992)
 KV6249
 KV6249'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV6249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5212 ***********************************************************************
 AI5212  DESIGNATION -  OCCOVE
 AI5212  PID         -  AI5212
 AI5212  STATE/COUNTY-  NJ/MONMOUTH
 AI5212  USGS QUAD   -  LONG BRANCH (1981)
 AI5212
 AI5212                         *CURRENT SURVEY CONTROL
 AI5212  ___________________________________________________________________
 AI5212* NAD 83(1996)-  40 16 48.87013(N)    073 59 00.00497(W)     ADJUSTED  
 AI5212* NAVD 88     -        42.6    (meters)     140.     (feet)  VERTCON   
 AI5212  ___________________________________________________________________
 AI5212  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 AI5212  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 AI5212
 AI5212  HORZ ORDER  -  THIRD
 AI5212
 AI5212.The horizontal coordinates were established by classical geodetic methods
 AI5212.and adjusted by the National Geodetic Survey in May 2000..
 AI5212
 AI5212.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI5212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI5212
 AI5212.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5212
 AI5212.The geoid height was determined by GEOID03.
 AI5212
 AI5212;                    North         East     Units Scale Factor Converg.
 AI5212;SPC NJ       -   160,756.659   193,934.855   MT  0.99992375   +0 20 02.6
 AI5212;SPC NJ       -   527,415.81    636,267.94   sFT  0.99992375   +0 20 02.6
 AI5212;UTM  18      - 4,459,357.839   586,427.191   MT  0.99969195   +0 39 26.4
 AI5212
 AI5212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5212!SPC NJ       -   0.99999845  x   0.99992375  =   0.99992220
 AI5212!UTM  18      -   0.99999845  x   0.99969195  =   0.99969040
 AI5212
 AI5212                          SUPERSEDED SURVEY CONTROL
 AI5212
 AI5212  NGVD 29 (05/18/00)   42.9    (m)          141.     (f) VERT ANG       
 AI5212
 AI5212.Superseded values are not recommended for survey control.
 AI5212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5212.See file dsdata.txt to determine how the superseded data were derived.
 AI5212
 AI5212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8642759358(NAD 83)
 AI5212_MARKER: DD = SURVEY DISK
 AI5212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5212+STABILITY: SURFACE MOTION
 AI5212
 AI5212  HISTORY     - Date     Condition        Report By
 AI5212  HISTORY     - 1988     MONUMENTED       NOSAMC
 AI5212
 AI5212                          STATION DESCRIPTION
 AI5212
 AI5212'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5212'THE STATION IS LOCATED JUST SOUTH OF THE INTERSECTION OF CEDAR AND
 AI5212'OCEAN AVENUES. IT IS TWO BUILDINGS NORTH OF THE IMPERIAL HOUSE
 AI5212'CONDOMINIUMS AND STATION IMPERIAL. THE STATION IS ON THE EASTERN
 AI5212'PORTION OF THE ROOF OF THE OCEAN COVE CONDOMINIUMS. THE STATION IS A
 AI5212'STANDARD NOS BRONZE DISK STAMPED---OCCOVE 1988--- EPOXIED TO THE TAR
 AI5212'ROOF. IT IS-- 12.764 M (41.880 FT.) NORTH OF THE SOUTH WALL. 11.655 M
 AI5212'(38.238 FT.) SOUTH OF THE NORTH WALL. 1.530 M (5.020 FT.) WEST OF THE
 AI5212'EAST WALL. CONTACT--GUY TAMASI MANAGER DESCRIBED BY CMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2389 ***********************************************************************
 JU2389  DESIGNATION -  OCEAN
 JU2389  PID         -  JU2389
 JU2389  STATE/COUNTY-  NJ/CAPE MAY
 JU2389  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2389
 JU2389                         *CURRENT SURVEY CONTROL
 JU2389  ___________________________________________________________________
 JU2389* NAD 83(1986)-  39 10 50.     (N)    074 44 21.     (W)     SCALED    
 JU2389* NAVD 88     -        12.376  (meters)      40.60   (feet)  ADJUSTED  
 JU2389  ___________________________________________________________________
 JU2389  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 JU2389  DYNAMIC HT  -          12.369 (meters)      40.58  (feet)  COMP
 JU2389  MODELED GRAV-     980,080.9   (mgal)                       NAVD 88
 JU2389
 JU2389  VERT ORDER  -  FIRST     CLASS II
 JU2389
 JU2389.The horizontal coordinates were scaled from a topographic map and have
 JU2389.an estimated accuracy of +/- 6 seconds.
 JU2389
 JU2389.The orthometric height was determined by differential leveling
 JU2389.and adjusted by the National Geodetic Survey in June 1991..
 JU2389
 JU2389.The geoid height was determined by GEOID03.
 JU2389
 JU2389.The dynamic height is computed by dividing the NAVD 88
 JU2389.geopotential number by the normal gravity value computed on the
 JU2389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2389.degrees latitude (g = 980.6199 gals.).
 JU2389
 JU2389.The modeled gravity was interpolated from observed gravity values.
 JU2389
 JU2389;                    North         East    Units  Estimated Accuracy
 JU2389;SPC NJ       -    38,570.      129,340.      MT  (+/- 180 meters Scaled)
 JU2389
 JU2389                          SUPERSEDED SURVEY CONTROL
 JU2389
 JU2389  NGVD 29 (01/10/92)   12.762  (m)           41.87   (f) ADJUSTED    1 2
 JU2389
 JU2389.Superseded values are not recommended for survey control.
 JU2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2389.See file dsdata.txt to determine how the superseded data were derived.
 JU2389
 JU2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ225368(NAD 83)
 JU2389_MARKER: DS = TRIANGULATION STATION DISK
 JU2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2389_SP_SET: CONCRETE POST
 JU2389_STAMPING: OCEAN 1932
 JU2389_PROJECTION: PROJECTING 8 CENTIMETERS
 JU2389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2389+STABILITY: SURFACE MOTION
 JU2389
 JU2389  HISTORY     - Date     Condition        Report By
 JU2389  HISTORY     - 1932     MONUMENTED       CGS
 JU2389  HISTORY     - 1979     GOOD             NGS
 JU2389
 JU2389                          STATION DESCRIPTION
 JU2389
 JU2389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2389'0.5 MI SW FROM OCEAN VIEW.
 JU2389'0.5 MILE SOUTHWEST ALONG STATE ROUTE 9 FROM THE OCEAN VIEW POST
 JU2389'OFFICE, THENCE 0.45 MILE NORTHWEST ALONG A DIRT RIAD, AT THE TOP
 JU2389'OF A KNOLL, BETWEEN A 6 FOOT CHAIN LINK FENCE AND A POWER LINE,
 JU2389'14.3 FEET SOUTHWEST OF THE FENCE, 32.5 FEET NORTHEAST OF POWER POLE
 JU2389'ACE 7827.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2903 ***********************************************************************
 JU2903  DESIGNATION -  OCEAN
 JU2903  PID         -  JU2903
 JU2903  STATE/COUNTY-  NJ/CAPE MAY
 JU2903  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2903
 JU2903                         *CURRENT SURVEY CONTROL
 JU2903  ___________________________________________________________________
 JU2903* NAD 83(1996)-  39 10 50.90192(N)    074 44 20.44217(W)     ADJUSTED  
 JU2903* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 JU2903  ___________________________________________________________________
 JU2903  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 JU2903  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 JU2903
 JU2903  HORZ ORDER  -  FIRST
 JU2903
 JU2903.The horizontal coordinates were established by classical geodetic methods
 JU2903.and adjusted by the National Geodetic Survey in September 1999..
 JU2903
 JU2903.The orthometric height was scaled from a topographic map.
 JU2903
 JU2903.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2903
 JU2903.The geoid height was determined by GEOID03.
 JU2903
 JU2903;                    North         East     Units Scale Factor Converg.
 JU2903;SPC NJ       -    38,598.256   129,350.126   MT  0.99990525   -0 09 03.6
 JU2903;SPC NJ       -   126,634.44    424,376.21   sFT  0.99990525   -0 09 03.6
 JU2903;UTM  18      - 4,336,873.576   522,541.820   MT  0.99960626   +0 09 53.6
 JU2903
 JU2903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2903!SPC NJ       -   1.00000365  x   0.99990525  =   0.99990890
 JU2903!UTM  18      -   1.00000365  x   0.99960626  =   0.99960991
 JU2903
 JU2903|---------------------------------------------------------------------|
 JU2903| PID    Reference Object                     Distance      Geod. Az  |
 JU2903|                                                           dddmmss.s |
 JU2903| CB2357 OCEAN RM 1                           27.331 METERS 03253     |
 JU2903| JU2929 SEA ISLE CITY STANDPIPE             APPROX. 4.8 KM 1225049.6 |
 JU2903| CB2358 OCEAN RM 2                                         12801     |
 JU2903| JU2896 AVALON                              APPROX. 8.5 KM 1650957.0 |
 JU2903| JU2390 OCEAN RM 3                           26.923 METERS 30201     |
 JU2903|---------------------------------------------------------------------|
 JU2903
 JU2903                          SUPERSEDED SURVEY CONTROL
 JU2903
 JU2903  NAD 83(1986)-  39 10 50.88192(N)    074 44 20.44209(W) AD(       ) 1
 JU2903  NAD 27      -  39 10 50.47100(N)    074 44 21.85600(W) AD(       ) 1
 JU2903
 JU2903.Superseded values are not recommended for survey control.
 JU2903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2903.See file dsdata.txt to determine how the superseded data were derived.
 JU2903
 JU2903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2254236874(NAD 83)
 JU2903_MARKER: DS = TRIANGULATION STATION DISK
 JU2903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2903_SP_SET: CONCRETE POST
 JU2903_STAMPING: OCEAN 1932
 JU2903_MARK LOGO: CGS   
 JU2903_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2903+STABILITY: SURFACE MOTION
 JU2903_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2903+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1990
 JU2903
 JU2903  HISTORY     - Date     Condition        Report By
 JU2903  HISTORY     - 1932     MONUMENTED       CGS
 JU2903  HISTORY     - 1932     GOOD             CGS
 JU2903  HISTORY     - 1935     GOOD             CGS
 JU2903  HISTORY     - 1950     GOOD             CGS
 JU2903  HISTORY     - 19900925 GOOD             NJGS
 JU2903
 JU2903                          STATION DESCRIPTION
 JU2903
 JU2903'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2903'ABOUT 9 MILES NE OF CAPE MAY COURT HOUSE ON HIGH GROUND 0.45
 JU2903'MILE NW OF STATE HIGHWAY NO. 4.
 JU2903'
 JU2903'REACHED FROM CAPE MAY COURT HOUSE BY HIGHWAY NO. 4 IN A NORTHERLY
 JU2903'DIRECTION FROM THE COURTHOUSE 8.3 MILES TO A DIRT ROAD LEADING NW
 JU2903'FROM THE HIGHWAY AT AN ELECTRIC SIGN SEA ISLE CITY AND JUST NE OF
 JU2903'A POWER SUB-STATION ON NW SIDE OF HIGHWAY.  TURN NW AND FOLLOW THE
 JU2903'SAND-DIRT ROAD 0.45 MILE TO TOP OF RISE TO A POINT WHERE THE SAND
 JU2903'ROAD TURNS RIGHT.  STATION IS ON THE TOP OF RISE 9.1 METERS SW
 JU2903'OF SAND ROAD.  9.8 METERS NE OF POWER LINE.
 JU2903'
 JU2903'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2903'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU2903'
 JU2903'REFERENCE MARK NO.1 IS NE OF STATION, 14.6 METERS NE OF TURN IN
 JU2903'SAND ROAD.  7.9 METERS ESE OF CENTER LINE OF SAND ROAD.
 JU2903'
 JU2903'REFERENCE MARK NO. 2 IS SE OF STATION ON NW SIDE OF HIGHWAY NO. 4,
 JU2903'7 METERS FROM CENTER LINE.  APPROXIMATELY 76 METERS NNE OF
 JU2903'INTERSECTION OF HIGHWAY NO. 4 AND ROAD LEADING TO SEA ISLE
 JU2903'CITY.  2 METERS W OF CONCRETE SIGN POST.  21 METERS NE OF NE
 JU2903'CORNER SMALL FRAME HOUSE.
 JU2903'
 JU2903'REFERENCE MARK NO. 3 IS WNW OF STATION AT FOOT OF TELEPHONE POLE.
 JU2903'
 JU2903'HEIGHT OF SIGNAL ABOVE STATION MARK - 26 METERS.
 JU2903
 JU2903                          STATION RECOVERY (1932)
 JU2903
 JU2903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 JU2903'RECOVERED IN GOOD CONDITION.
 JU2903
 JU2903                          STATION RECOVERY (1935)
 JU2903
 JU2903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 JU2903'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED, WITH THE
 JU2903'FOLLOWING EXCEPTION--DISTANCE TO REFERENCE MARK NO.1 SHOULD BE
 JU2903'87.05 FEET INSTEAD OF 89.67 FEET AS RECORDED.
 JU2903
 JU2903                          STATION RECOVERY (1950)
 JU2903
 JU2903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2903'STATION AND REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 JU2903'CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AFTER AN HOURS SEARCH
 JU2903'BY TWO MEN.  THE AREA HAS BEEN FILLED IN AND A LAWN NOW COVERS
 JU2903'THE DESCRIBED LOCATION.  ACCORDING TO N.J.G.C.S. PUBLISHED
 JU2903'DESCRIPTIONS, IT HAS BEEN DESTROYED.
 JU2903'
 JU2903'THE DISTANCES TO REFERENCE MARKS 1 AND 3 WERE MEASURED WITH A
 JU2903'STEEL TAPE AND FOUND TO BE CORRECT.  DISTANCE TO REFERENCE MARK
 JU2903'1 (87.05 FEET) AS GIVEN IN THE RECOVERY NOTE OF 1935 IS CORRECT.
 JU2903'
 JU2903'THE PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT.
 JU2903
 JU2903                          STATION RECOVERY (1990)
 JU2903
 JU2903'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2903'THE STATION IS LOCATED IN DENNIS TOWNSHIP, ON LOT NUMBER T213 OF THE
 JU2903'OCEAN VIEW CAMPGROUND, ROUTE 9, P.O. BOX 607, OCEAN VIEW, N.J. 08230,
 JU2903'PHONE 609 624 1675.  TO REACH THE CAMPGROUND FROM EXIT 17 OF THE
 JU2903'GARDEN STATE PARKWAY, GO 0.4 MI (0.6 KM) NORTHWEST ON COUNTY ROAD 625
 JU2903'TO THE JUNCTION WITH U.S. HIGHWAY 9, TURN RIGHT AND GO ABOUT 0.20 MI
 JU2903'(0.32 KM) TO THE ENTRANCE TO THE CAMPGROUND ON THE LEFT, TURN LEFT
 JU2903'AND GO TO THE SECURITY BOOTH TO GAIN DIRECTION TO LOT NUMBER T213,
 JU2903'NEAR THE SOUTHWEST CORNER OF TRAILS END LAKE.  THE STATION IS 32.0 FT
 JU2903'(9.8 M) EAST OF POLE NUMBER ACE 7827, LOCATED WEST OF THE PROPERTY,
 JU2903'3.5 FT (1.1 M) NORTHEAST OF A CHAINLINK FENCE AND PROJECTING 0.3 FT
 JU2903'(0.1 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2854 ***********************************************************************
 JU2854  DESIGNATION -  OCEAN CITY FLANDERS HOTEL CUP
 JU2854  PID         -  JU2854
 JU2854  STATE/COUNTY-  NJ/CAPE MAY
 JU2854  USGS QUAD   -  OCEAN CITY (1994)
 JU2854
 JU2854                         *CURRENT SURVEY CONTROL
 JU2854  ___________________________________________________________________
 JU2854* NAD 83(1996)-  39 16 28.25598(N)    074 34 34.44252(W)     ADJUSTED  
 JU2854* NAVD 88     -                                                        
 JU2854  ___________________________________________________________________
 JU2854  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 JU2854  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 JU2854
 JU2854  HORZ ORDER  -  THIRD
 JU2854
 JU2854.The horizontal coordinates were established by classical geodetic methods
 JU2854.and adjusted by the National Geodetic Survey in September 1999..
 JU2854
 JU2854
 JU2854.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2854
 JU2854.The geoid height was determined by GEOID03.
 JU2854
 JU2854;                    North         East     Units Scale Factor Converg.
 JU2854;SPC NJ       -    48,976.383   143,422.371   MT  0.99990053   -0 02 53.7
 JU2854;SPC NJ       -   160,683.35    470,544.90   sFT  0.99990053   -0 02 53.7
 JU2854;UTM  18      - 4,347,326.158   536,552.491   MT  0.99961645   +0 16 05.7
 JU2854
 JU2854                          SUPERSEDED SURVEY CONTROL
 JU2854
 JU2854  NAD 83(1986)-  39 16 28.24118(N)    074 34 34.43863(W) AD(       ) 4
 JU2854  NAD 27      -  39 16 27.82400(N)    074 34 35.88300(W) AD(       ) 3
 JU2854
 JU2854.Superseded values are not recommended for survey control.
 JU2854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2854.See file dsdata.txt to determine how the superseded data were derived.
 JU2854
 JU2854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3655247326(NAD 83)
 JU2854_MARKER: 86 = CUPOLA
 JU2854
 JU2854  HISTORY     - Date     Condition        Report By
 JU2854  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2854  HISTORY     - 1983     GOOD             NGS
 JU2854
 JU2854                          STATION DESCRIPTION
 JU2854
 JU2854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 JU2854'THE STATION WAS RECOVERED AT THIS DATE.
 JU2854'THE STATION HAD NO PREVIOUS PUBLISHED DESCRIPTION.  THE STATION IS
 JU2854'A TOWER ON TOP OF THE LARGE SEVEN STORY FLANDERS HOTEL ON ELEVENTH
 JU2854'STREET AND THE BOARDWALK IN OCEAN CITY.
 JU2854'
 JU2854'DESCRIBED BY R G POUST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2852 ***********************************************************************
 JU2852  DESIGNATION -  OCEAN CITY NORTH STANDPIPE
 JU2852  PID         -  JU2852
 JU2852  STATE/COUNTY-  NJ/CAPE MAY
 JU2852  USGS QUAD   -  OCEAN CITY (1994)
 JU2852
 JU2852                         *CURRENT SURVEY CONTROL
 JU2852  ___________________________________________________________________
 JU2852* NAD 83(1996)-  39 16 42.76393(N)    074 34 44.70349(W)     ADJUSTED  
 JU2852* NAVD 88     -                                                        
 JU2852  ___________________________________________________________________
 JU2852  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 JU2852  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 JU2852
 JU2852  HORZ ORDER  -  THIRD
 JU2852
 JU2852.The horizontal coordinates were established by classical geodetic methods
 JU2852.and adjusted by the National Geodetic Survey in September 1999..
 JU2852
 JU2852
 JU2852.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2852
 JU2852.The geoid height was determined by GEOID03.
 JU2852
 JU2852;                    North         East     Units Scale Factor Converg.
 JU2852;SPC NJ       -    49,423.961   143,176.835   MT  0.99990057   -0 03 00.2
 JU2852;SPC NJ       -   162,151.78    469,739.33   sFT  0.99990057   -0 03 00.2
 JU2852;UTM  18      - 4,347,772.247   536,304.556   MT  0.99961623   +0 15 59.3
 JU2852
 JU2852                          SUPERSEDED SURVEY CONTROL
 JU2852
 JU2852  NAD 83(1986)-  39 16 42.74917(N)    074 34 44.69831(W) AD(       ) 4
 JU2852  NAD 27      -  39 16 42.33200(N)    074 34 46.14100(W) AD(       ) 3
 JU2852
 JU2852.Superseded values are not recommended for survey control.
 JU2852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2852.See file dsdata.txt to determine how the superseded data were derived.
 JU2852
 JU2852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3630547772(NAD 83)
 JU2852_MARKER: 52 = STANDPIPE TANK
 JU2852
 JU2852  HISTORY     - Date     Condition        Report By
 JU2852  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2852  HISTORY     - 20060224 MARK NOT FOUND   GEOCAC
 JU2852
 JU2852                          STATION DESCRIPTION
 JU2852
 JU2852'DESCRIBED BY GEOCACHING 2006 (WD)
 JU2852'THERE IS NO STANDPIPE AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0486 ***********************************************************************
 JU0486  DESIGNATION -  OCEAN CITY PRIMARY
 JU0486  PID         -  JU0486
 JU0486  STATE/COUNTY-  NJ/CAPE MAY
 JU0486  USGS QUAD   -  OCEAN CITY (1994)
 JU0486
 JU0486                         *CURRENT SURVEY CONTROL
 JU0486  ___________________________________________________________________
 JU0486* NAD 83(1986)-  39 16 55.     (N)    074 33 56.     (W)     SCALED    
 JU0486* NAVD 88     -         2.663  (meters)       8.74   (feet)  ADJUSTED  
 JU0486  ___________________________________________________________________
 JU0486  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 JU0486  DYNAMIC HT  -           2.662 (meters)       8.73  (feet)  COMP
 JU0486  MODELED GRAV-     980,098.5   (mgal)                       NAVD 88
 JU0486
 JU0486  VERT ORDER  -  FIRST     CLASS II
 JU0486
 JU0486.The horizontal coordinates were scaled from a topographic map and have
 JU0486.an estimated accuracy of +/- 6 seconds.
 JU0486
 JU0486.The orthometric height was determined by differential leveling
 JU0486.and adjusted by the National Geodetic Survey in March 2005..
 JU0486.No vertical observational check was made to the station.
 JU0486
 JU0486.The geoid height was determined by GEOID03.
 JU0486
 JU0486.The dynamic height is computed by dividing the NAVD 88
 JU0486.geopotential number by the normal gravity value computed on the
 JU0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0486.degrees latitude (g = 980.6199 gals.).
 JU0486
 JU0486.The modeled gravity was interpolated from observed gravity values.
 JU0486
 JU0486;                    North         East    Units  Estimated Accuracy
 JU0486;SPC NJ       -    49,800.      144,340.      MT  (+/- 180 meters Scaled)
 JU0486
 JU0486                          SUPERSEDED SURVEY CONTROL
 JU0486
 JU0486  NAVD 88 (06/15/91)    2.671  (m)            8.76   (f) UNKNOWN     1 2
 JU0486  NGVD 29 (04/16/92)    3.062  (m)           10.05   (f) ADJUSTED    1 2
 JU0486
 JU0486.Superseded values are not recommended for survey control.
 JU0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0486.See file dsdata.txt to determine how the superseded data were derived.
 JU0486
 JU0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ374481(NAD 83)
 JU0486_MARKER: V = STONE MONUMENT
 JU0486_SETTING: 0 = UNSPECIFIED SETTING
 JU0486_MARK LOGO: CGS   
 JU0486_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0486+STABILITY: SURFACE MOTION
 JU0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0486+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2000
 JU0486
 JU0486  HISTORY     - Date     Condition        Report By
 JU0486  HISTORY     - UNK      MONUMENTED       LOCENG
 JU0486  HISTORY     - 1961     GOOD             CGS
 JU0486  HISTORY     - 1979     GOOD             NGS
 JU0486  HISTORY     - 20000622 GOOD             NJGS
 JU0486
 JU0486                          STATION DESCRIPTION
 JU0486
 JU0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0486'AT OCEAN CITY.
 JU0486'IT IS THE TOP OF A GRANITE POST 10 INCHES IN DIAMETER, WITH ROUND
 JU0486'TOP PROJECTING 2 INCHES ABOVE GROUND, ON THE GROUNDS OF A
 JU0486'FORMER COAST GUARD STATION, 110 FEET NORTHEAST OF THE NORTHEAST
 JU0486'CURB OF 4TH STREET, 18 FEET SOUTHEAST OF THE SOUTHEAST CURB OF
 JU0486'ATLANTIC AVENUE, 10 FEET SOUTHWEST OF THE CENTER LINE OF AN
 JU0486'ALLEY.  THIS MARK HAS BEEN USED BY THE CITY SINCE 1895.
 JU0486
 JU0486                          STATION RECOVERY (1979)
 JU0486
 JU0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0486'RECOVERED IN GOOD CONDITION.
 JU0486
 JU0486                          STATION RECOVERY (2000)
 JU0486
 JU0486'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU0486'RECOVERED AS DESCRIBED.  THE SITE IS CURRENTLY FOR SALE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2851 ***********************************************************************
 JU2851  DESIGNATION -  OCEAN CITY STANDPIPE
 JU2851  PID         -  JU2851
 JU2851  STATE/COUNTY-  NJ/CAPE MAY
 JU2851  USGS QUAD   -  OCEAN CITY (1994)
 JU2851
 JU2851                         *CURRENT SURVEY CONTROL
 JU2851  ___________________________________________________________________
 JU2851* NAD 83(1996)-  39 16 38.09477(N)    074 34 49.72452(W)     ADJUSTED  
 JU2851* NAVD 88     -                                                        
 JU2851  ___________________________________________________________________
 JU2851  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 JU2851  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 JU2851
 JU2851  HORZ ORDER  -  THIRD
 JU2851
 JU2851.The horizontal coordinates were established by classical geodetic methods
 JU2851.and adjusted by the National Geodetic Survey in September 1999..
 JU2851
 JU2851
 JU2851.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2851
 JU2851.The geoid height was determined by GEOID03.
 JU2851
 JU2851;                    North         East     Units Scale Factor Converg.
 JU2851;SPC NJ       -    49,280.089   143,056.374   MT  0.99990059   -0 03 03.4
 JU2851;SPC NJ       -   161,679.76    469,344.12   sFT  0.99990059   -0 03 03.4
 JU2851;UTM  18      - 4,347,627.752   536,184.925   MT  0.99961612   +0 15 56.1
 JU2851
 JU2851                          SUPERSEDED SURVEY CONTROL
 JU2851
 JU2851  NAD 83(1986)-  39 16 38.07836(N)    074 34 49.72285(W) AD(       ) 4
 JU2851  NAD 27      -  39 16 37.66100(N)    074 34 51.16800(W) AD(       ) 3
 JU2851
 JU2851.Superseded values are not recommended for survey control.
 JU2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2851.See file dsdata.txt to determine how the superseded data were derived.
 JU2851
 JU2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3618547628(NAD 83)
 JU2851_MARKER: 52 = STANDPIPE TANK
 JU2851
 JU2851  HISTORY     - Date     Condition        Report By
 JU2851  HISTORY     - 1932     FIRST OBSERVED   CGS
 JU2851  HISTORY     - 1935     GOOD             CGS
 JU2851  HISTORY     - 1937     GOOD             CGS
 JU2851  HISTORY     - 1951     GOOD             NJSFC
 JU2851  HISTORY     - 1971     GOOD             NGS
 JU2851  HISTORY     - 1983     GOOD             NGS
 JU2851  HISTORY     - 20060224 GOOD             GEOCAC
 JU2851
 JU2851                          STATION DESCRIPTION
 JU2851
 JU2851'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RCB)
 JU2851'STATION RECOVERED IN GOOD CONDITION.  NO DESCRIPTION WAS AVAILABLE.
 JU2851'
 JU2851'BLACK STANDPIPE, 100 FEET HIGH, ON THE PROPERTY OF THE OCEAN
 JU2851'CITY WATER COMPANY.  ON THE S SIDE OF ELEVENTH STREET BETWEEN
 JU2851'HAVEN AVENUE AND WEST AVENUE.
 JU2851
 JU2851                          STATION RECOVERY (1937)
 JU2851
 JU2851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2851'THE STATION WAS RECOVERED AS DESCRIBED BY R.C. BOLSTAD IN
 JU2851'1935.  THE DESCRIPTION IS COMPLETE.  EXCEPT THE STANDPIPE IS
 JU2851'LOWER, LARGER, AND SOUTHWESTERN MOST OF TWO STANDPIPES IN OCEAN
 JU2851'CITY.  THE TWO STANDPIPES ARE ABOUT 188 METERS APART.
 JU2851
 JU2851                          STATION RECOVERY (1951)
 JU2851
 JU2851'RECOVERY NOTE BY NEW JERSEY SHELL FISHERIES COMMISSION 1951 (LAH)
 JU2851'STANDPIPE IS LOCATED W OF THE INTERSECTION OF WEST AVENUE AND
 JU2851'ELEVENTH STREET.  IT IS 125 FT. HIGH AND PAINTED GRAY.
 JU2851'
 JU2851'ANOTHER STANDPIPE IS LOCATED ON THE SW SIDE OF 10TH STREET,
 JU2851'BETWEEN WEST AVENUE AND THE PENN-READING RAILROAD TRACKS.  STANDPIPE
 JU2851'IS 125 FT. HIGH AND PAINTED GRAY.
 JU2851
 JU2851                          STATION RECOVERY (1971)
 JU2851
 JU2851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU2851'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JU2851'
 JU2851'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2851'IN OCEAN CITY, N.J..
 JU2851
 JU2851                          STATION RECOVERY (1983)
 JU2851
 JU2851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 JU2851'THE STATION WAS RECOVERED AT THIS DATE.
 JU2851'THE STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JU2851'
 JU2851'DESCRIBED BY RALPH G POUST.
 JU2851
 JU2851                          STATION RECOVERY (2006)
 JU2851
 JU2851'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2856 ***********************************************************************
 JU2856  DESIGNATION -  OCEAN CITY WATER TANK
 JU2856  PID         -  JU2856
 JU2856  STATE/COUNTY-  NJ/CAPE MAY
 JU2856  USGS QUAD   -  OCEAN CITY (1994)
 JU2856
 JU2856                         *CURRENT SURVEY CONTROL
 JU2856  ___________________________________________________________________
 JU2856* NAD 83(1996)-  39 16 54.00850(N)    074 34 33.95027(W)     ADJUSTED  
 JU2856* NAVD 88     -                                                        
 JU2856  ___________________________________________________________________
 JU2856  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 JU2856  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 JU2856
 JU2856  HORZ ORDER  -  THIRD
 JU2856
 JU2856.The horizontal coordinates were established by classical geodetic methods
 JU2856.and adjusted by the National Geodetic Survey in September 1999..
 JU2856
 JU2856
 JU2856.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2856
 JU2856.The geoid height was determined by GEOID03.
 JU2856
 JU2856;                    North         East     Units Scale Factor Converg.
 JU2856;SPC NJ       -    49,770.478   143,434.837   MT  0.99990053   -0 02 53.4
 JU2856;SPC NJ       -   163,288.64    470,585.79   sFT  0.99990053   -0 02 53.4
 JU2856;UTM  18      - 4,348,120.085   536,560.567   MT  0.99961646   +0 16 06.2
 JU2856
 JU2856                          SUPERSEDED SURVEY CONTROL
 JU2856
 JU2856  NAD 83(1986)-  39 16 53.99519(N)    074 34 33.94758(W) AD(       ) 4
 JU2856  NAD 27      -  39 16 53.57800(N)    074 34 35.39300(W) AD(       ) 3
 JU2856
 JU2856.Superseded values are not recommended for survey control.
 JU2856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2856.See file dsdata.txt to determine how the superseded data were derived.
 JU2856
 JU2856_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3656148120(NAD 83)
 JU2856_MARKER: 53 = ELEVATED TANK
 JU2856
 JU2856  HISTORY     - Date     Condition        Report By
 JU2856  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2856  HISTORY     - 1971     GOOD             NGS
 JU2856  HISTORY     - 1982     GOOD             NGS
 JU2856  HISTORY     - 20051008 GOOD             GEOCAC
 JU2856
 JU2856                          STATION DESCRIPTION
 JU2856
 JU2856'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2856'THE STATION IS AT THE CENTER OF THE TOP OF THE TANK.  IT IS A
 JU2856'GRAY-PAINTED TANK SET UP ON 8 LEGS.  THE WORDS OCEAN CITY ARE
 JU2856'LETTERED IN YELLOW ON THE NORTHWEST SIDE.  THE OVERALL HEIGHT IS
 JU2856'130 FEET.  THE TANK IS OWNED AND OPERATED BY THE OCEAN CITY WATER
 JU2856'SERVICE COMPANY.
 JU2856'
 JU2856'THE STATION IS LOCATED ABOUT 250 FEET NORTHWEST OF THE
 JU2856'INTERSECTION OF HAVEN AVENUE AND 8TH STREET AT THE NORTHWEST
 JU2856'EDGE OF OCEAN CITY.
 JU2856
 JU2856                          STATION RECOVERY (1971)
 JU2856
 JU2856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU2856'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JU2856'
 JU2856'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2856'IN OCEAN CITY, N.J..
 JU2856
 JU2856                          STATION RECOVERY (1982)
 JU2856
 JU2856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 JU2856'THE STATION WAS RECOVERED AT THIS DATE.
 JU2856'STATION RECOVERED AS DESCRIBED IN 1971.
 JU2856'
 JU2856'DESCRIBED BY R G POUST.
 JU2856
 JU2856                          STATION RECOVERY (2005)
 JU2856
 JU2856'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 JU2856'TANK IS PAINTED LIGHT BLUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5204 ***********************************************************************
 KV5204  DESIGNATION -  OCEAN GROVE AUDITOR SM CUPOLA
 KV5204  PID         -  KV5204
 KV5204  STATE/COUNTY-  NJ/MONMOUTH
 KV5204  USGS QUAD   -  ASBURY PARK (1989)
 KV5204
 KV5204                         *CURRENT SURVEY CONTROL
 KV5204  ___________________________________________________________________
 KV5204* NAD 83(1996)-  40 12 51.29379(N)    074 00 25.24865(W)     ADJUSTED  
 KV5204* NAVD 88     -                                                        
 KV5204  ___________________________________________________________________
 KV5204  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 KV5204  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV5204
 KV5204  HORZ ORDER  -  THIRD
 KV5204
 KV5204.The horizontal coordinates were established by classical geodetic methods
 KV5204.and adjusted by the National Geodetic Survey in September 1999..
 KV5204
 KV5204
 KV5204.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5204
 KV5204.The geoid height was determined by GEOID03.
 KV5204
 KV5204;                    North         East     Units Scale Factor Converg.
 KV5204;SPC NJ       -   153,418.006   191,962.043   MT  0.99992167   +0 19 05.9
 KV5204;SPC NJ       -   503,338.91    629,795.47   sFT  0.99992167   +0 19 05.9
 KV5204;UTM  18      - 4,452,009.890   584,496.241   MT  0.99968789   +0 38 28.2
 KV5204
 KV5204                          SUPERSEDED SURVEY CONTROL
 KV5204
 KV5204  NAD 83(1986)-  40 12 51.29265(N)    074 00 25.24329(W) AD(       ) 4
 KV5204  NAD 27      -  40 12 50.88900(N)    074 00 26.74800(W) AD(       ) 3
 KV5204
 KV5204.Superseded values are not recommended for survey control.
 KV5204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5204.See file dsdata.txt to determine how the superseded data were derived.
 KV5204
 KV5204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8449652010(NAD 83)
 KV5204_MARKER: 86 = CUPOLA
 KV5204
 KV5204  HISTORY     - Date     Condition        Report By
 KV5204  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5204  HISTORY     - 1962     GOOD             CGS
 KV5204  HISTORY     - 1984     GOOD             USPSQD
 KV5204  HISTORY     - 19920801 GOOD             USPSQD
 KV5204
 KV5204                          STATION DESCRIPTION
 KV5204
 KV5204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5204'THE STATIONS ARE THE RESPECTIVE APICES OF THE E (LARGER) AND W
 KV5204'(SMALLER) CUPOLAS (CONICAL SHAPED) ON THE OCEAN GROVE
 KV5204'AUDITORIUM ON LAKE AVENUE IN OCEAN GROVE.
 KV5204
 KV5204                          STATION RECOVERY (1962)
 KV5204
 KV5204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5204'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV5204
 KV5204                          STATION RECOVERY (1984)
 KV5204
 KV5204'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5204'STATION FOUND GOOD.
 KV5204'
 KV5204'RECOVERED AS DESCRIBED.
 KV5204
 KV5204                          STATION RECOVERY (1992)
 KV5204
 KV5204'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5211 ***********************************************************************
 KV5211  DESIGNATION -  OCEAN GROVE AUDITOR LGE CUPOLA
 KV5211  PID         -  KV5211
 KV5211  STATE/COUNTY-  NJ/MONMOUTH
 KV5211  USGS QUAD   -  ASBURY PARK (1989)
 KV5211
 KV5211                         *CURRENT SURVEY CONTROL
 KV5211  ___________________________________________________________________
 KV5211* NAD 83(1996)-  40 12 50.99016(N)    074 00 23.81747(W)     ADJUSTED  
 KV5211* NAVD 88     -                                                        
 KV5211  ___________________________________________________________________
 KV5211  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 KV5211  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV5211
 KV5211  HORZ ORDER  -  THIRD
 KV5211
 KV5211.The horizontal coordinates were established by classical geodetic methods
 KV5211.and adjusted by the National Geodetic Survey in September 1999..
 KV5211
 KV5211
 KV5211.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5211
 KV5211.The geoid height was determined by GEOID03.
 KV5211
 KV5211;                    North         East     Units Scale Factor Converg.
 KV5211;SPC NJ       -   153,408.830   191,995.934   MT  0.99992170   +0 19 06.8
 KV5211;SPC NJ       -   503,308.80    629,906.66   sFT  0.99992170   +0 19 06.8
 KV5211;UTM  18      - 4,452,000.907   584,530.175   MT  0.99968796   +0 38 29.1
 KV5211
 KV5211                          SUPERSEDED SURVEY CONTROL
 KV5211
 KV5211  NAD 83(1986)-  40 12 50.98904(N)    074 00 23.81210(W) AD(       ) 4
 KV5211  NAD 27      -  40 12 50.58500(N)    074 00 25.31700(W) AD(       ) 3
 KV5211
 KV5211.Superseded values are not recommended for survey control.
 KV5211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5211.See file dsdata.txt to determine how the superseded data were derived.
 KV5211
 KV5211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8453052001(NAD 83)
 KV5211_MARKER: 86 = CUPOLA
 KV5211
 KV5211  HISTORY     - Date     Condition        Report By
 KV5211  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5211  HISTORY     - 1962     GOOD             CGS
 KV5211  HISTORY     - 1984     GOOD             USPSQD
 KV5211  HISTORY     - 19920801 GOOD             USPSQD
 KV5211
 KV5211                          STATION DESCRIPTION
 KV5211
 KV5211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5211'THE STATIONS ARE THE RESPECTIVE APICES OF THE E (LARGER) AND W
 KV5211'(SMALLER) CUPOLAS (CONICAL SHAPED) ON THE OCEAN GROVE AUDITORIUM
 KV5211'ON LAKE AVENUE IN OCEAN GROVE.
 KV5211
 KV5211                          STATION RECOVERY (1962)
 KV5211
 KV5211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5211'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV5211
 KV5211                          STATION RECOVERY (1984)
 KV5211
 KV5211'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5211'STATION FOUND GOOD AS DESCRIBED - RECOVERED.
 KV5211
 KV5211                          STATION RECOVERY (1992)
 KV5211
 KV5211'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5210 ***********************************************************************
 KV5210  DESIGNATION -  OCEAN GROVE FLAGPOLE
 KV5210  PID         -  KV5210
 KV5210  STATE/COUNTY-  NJ/MONMOUTH
 KV5210  USGS QUAD   -  ASBURY PARK (1989)
 KV5210
 KV5210                         *CURRENT SURVEY CONTROL
 KV5210  ___________________________________________________________________
 KV5210* NAD 83(1996)-  40 12 37.31832(N)    074 00 13.46845(W)     ADJUSTED  
 KV5210* NAVD 88     -                                                        
 KV5210  ___________________________________________________________________
 KV5210  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 KV5210  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV5210
 KV5210  HORZ ORDER  -  THIRD
 KV5210
 KV5210.The horizontal coordinates were established by classical geodetic methods
 KV5210.and adjusted by the National Geodetic Survey in September 1999..
 KV5210
 KV5210
 KV5210.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5210
 KV5210.The geoid height was determined by GEOID03.
 KV5210
 KV5210;                    North         East     Units Scale Factor Converg.
 KV5210;SPC NJ       -   152,988.539   192,242.985   MT  0.99992196   +0 19 13.4
 KV5210;SPC NJ       -   501,929.90    630,717.19   sFT  0.99992196   +0 19 13.4
 KV5210;UTM  18      - 4,451,582.112   584,779.532   MT  0.99968848   +0 38 35.6
 KV5210
 KV5210                          SUPERSEDED SURVEY CONTROL
 KV5210
 KV5210  NAD 83(1986)-  40 12 37.31723(N)    074 00 13.46282(W) AD(       ) 4
 KV5210  NAD 27      -  40 12 36.91000(N)    074 00 14.97000(W) AD(       ) 3
 KV5210
 KV5210.Superseded values are not recommended for survey control.
 KV5210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5210.See file dsdata.txt to determine how the superseded data were derived.
 KV5210
 KV5210_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8478051582(NAD 83)
 KV5210_MARKER: 62 = FLAGPOLE
 KV5210
 KV5210  HISTORY     - Date     Condition        Report By
 KV5210  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5210  HISTORY     - 1962     GOOD             CGS
 KV5210  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV5210  HISTORY     - 19920801 MARK NOT FOUND   USPSQD
 KV5210
 KV5210                          STATION DESCRIPTION
 KV5210
 KV5210'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5210'STATION IS THE CENTER OF THE GILT BALL ON TOP OF THE LARGE
 KV5210'FLAGPOLE JUST W OF THE BOARDWALK AND APPROXIMATELY 500 METERS
 KV5210'S OF THE LAKE SEPARATING ASBURY PARK AND OCEAN GROVE IN SMALL
 KV5210'PLOT OF GROUND BELONGING TO THE CITY.
 KV5210
 KV5210                          STATION RECOVERY (1962)
 KV5210
 KV5210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5210'RECOVERED IN GOOD CONDITION.  A LARGE METAL POLE ON OCEAN AVENUE,
 KV5210'AT THE FOOT OF EMBURY STREET.
 KV5210
 KV5210                          STATION RECOVERY (1984)
 KV5210
 KV5210'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5210'FLAGPOLE RECOVERED IN 1962 WAS NOT IN DESCRIBED 1934 LOCATION.
 KV5210'SINCE IT WAS AT LEAST .8 MILE FROM LAKE NEITHER THE ORIGINAL NOR THE
 KV5210'POLE REPORTED IN 1962 EXIST.  THERE IS ONLY 1 POLE ON THE STRIP
 KV5210'DESCRIBED.  IT IS LOCATED AT THE OCEAN END OF MAIN AVE AND IS
 KV5210'ABOUT 1/2 MILE SOUTH OF THE ORIGINAL LOCATION.  STATION SHOULD BE
 KV5210'CONSIDERED LOST.
 KV5210
 KV5210                          STATION RECOVERY (1992)
 KV5210
 KV5210'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2390 ***********************************************************************
 JU2390  DESIGNATION -  OCEAN RM 3
 JU2390  PID         -  JU2390
 JU2390  STATE/COUNTY-  NJ/CAPE MAY
 JU2390  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2390
 JU2390                         *CURRENT SURVEY CONTROL
 JU2390  ___________________________________________________________________
 JU2390* NAD 83(1986)-  39 10 50.     (N)    074 44 21.     (W)     SCALED    
 JU2390* NAVD 88     -        11.298  (meters)      37.07   (feet)  ADJUSTED  
 JU2390  ___________________________________________________________________
 JU2390  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 JU2390  DYNAMIC HT  -          11.292 (meters)      37.05  (feet)  COMP
 JU2390  MODELED GRAV-     980,080.9   (mgal)                       NAVD 88
 JU2390
 JU2390  VERT ORDER  -  FIRST     CLASS II
 JU2390
 JU2390.The horizontal coordinates were scaled from a topographic map and have
 JU2390.an estimated accuracy of +/- 6 seconds.
 JU2390
 JU2390.The orthometric height was determined by differential leveling
 JU2390.and adjusted by the National Geodetic Survey in June 1991..
 JU2390
 JU2390.The geoid height was determined by GEOID03.
 JU2390
 JU2390.The dynamic height is computed by dividing the NAVD 88
 JU2390.geopotential number by the normal gravity value computed on the
 JU2390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2390.degrees latitude (g = 980.6199 gals.).
 JU2390
 JU2390.The modeled gravity was interpolated from observed gravity values.
 JU2390
 JU2390;                    North         East    Units  Estimated Accuracy
 JU2390;SPC NJ       -    38,570.      129,340.      MT  (+/- 180 meters Scaled)
 JU2390
 JU2390                          SUPERSEDED SURVEY CONTROL
 JU2390
 JU2390  NGVD 29 (01/10/92)   11.684  (m)           38.33   (f) ADJUSTED    1 2
 JU2390
 JU2390.Superseded values are not recommended for survey control.
 JU2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2390.See file dsdata.txt to determine how the superseded data were derived.
 JU2390
 JU2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ225368(NAD 83)
 JU2390_MARKER: DR = REFERENCE MARK DISK
 JU2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2390_SP_SET: CONCRETE POST
 JU2390_STAMPING: OCEAM NO 3 1932
 JU2390_PROJECTION: PROJECTING 13 CENTIMETERS
 JU2390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2390+STABILITY: SURFACE MOTION
 JU2390
 JU2390  HISTORY     - Date     Condition        Report By
 JU2390  HISTORY     - 1932     MONUMENTED       CGS
 JU2390  HISTORY     - 1979     GOOD             NGS
 JU2390
 JU2390                          STATION DESCRIPTION
 JU2390
 JU2390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2390'0.5 MI SW FROM OCEAN VIEW.
 JU2390'0.5 MILE SOUTHWEST ALONG STATE ROUTE 9 FROM THE OCEAN VIEW POST
 JU2390'OFFICE, THENCE 0.45 MILE NORTHWEST ALONG A DIRT ROAD, AT THE TOP
 JU2390'OF A KNOLL, UNDER A POWER LINE, 32.2 FEET SOUTHWEST OF A 6 FOOT
 JU2390'CHAIN LINK FENCE, 4.4 FEET SOUTHEAST OF POWER POLE O 4449.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9081 ***********************************************************************
 AA9081  DESIGNATION -  OCEAN VIEW RESET
 AA9081  PID         -  AA9081
 AA9081  STATE/COUNTY-  NJ/OCEAN
 AA9081  USGS QUAD   -  SEASIDE PARK (1989)
 AA9081
 AA9081                         *CURRENT SURVEY CONTROL
 AA9081  ___________________________________________________________________
 AA9081* NAD 83(1996)-  39 53 44.55624(N)    074 04 55.31329(W)     ADJUSTED  
 AA9081* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AA9081  ___________________________________________________________________
 AA9081  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 AA9081  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 AA9081
 AA9081  HORZ ORDER  -  SECOND
 AA9081
 AA9081.The horizontal coordinates were established by classical geodetic methods
 AA9081.and adjusted by the National Geodetic Survey in September 1999..
 AA9081
 AA9081.The orthometric height was scaled from a topographic map.
 AA9081
 AA9081.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9081
 AA9081.The geoid height was determined by GEOID03.
 AA9081
 AA9081;                    North         East     Units Scale Factor Converg.
 AA9081;SPC NJ       -   118,019.495   185,742.666   MT  0.99991572   +0 16 05.1
 AA9081;SPC NJ       -   387,202.29    609,390.73   sFT  0.99991572   +0 16 05.1
 AA9081;UTM  18      - 4,416,585.400   578,477.197   MT  0.99967582   +0 35 19.7
 AA9081
 AA9081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9081!SPC NJ       -   1.00000478  x   0.99991572  =   0.99992050
 AA9081!UTM  18      -   1.00000478  x   0.99967582  =   0.99968060
 AA9081
 AA9081:                Primary Azimuth Mark                     Grid Az
 AA9081:SPC NJ       -  OCEAN VIEW AZ MK                         001 47 04.4
 AA9081:UTM  18      -  OCEAN VIEW AZ MK                         001 27 49.8
 AA9081
 AA9081|---------------------------------------------------------------------|
 AA9081| PID    Reference Object                     Distance      Geod. Az  |
 AA9081|                                                           dddmmss.s |
 AA9081| CB2360 OCEAN VIEW AZ MK                                   0020309.5 |
 AA9081| CB2363 OCEAN VIEW RM 3                      26.176 METERS 00355     |
 AA9081| CB2364 OCEAN VIEW RM 4                      36.256 METERS 00440     |
 AA9081| JU2650 TANK WINDMILL                       APPROX.11.8 KM 2261028.5 |
 AA9081| CB2361 OCEAN VIEW RM 1                      37.490 METERS 27530     |
 AA9081| JU2616 LONE BUILDING CUPOLA                236.658 METERS 28315     |
 AA9081| CB2362 OCEAN VIEW RM 2 AZIMUTH                            35414     |
 AA9081| JU2614 SEASIDE PARK SHORE WATER TANK       APPROX. 1.2 KM 3585413.8 |
 AA9081|---------------------------------------------------------------------|
 AA9081
 AA9081                          SUPERSEDED SURVEY CONTROL
 AA9081
 AA9081  NAD 83(1986)-  39 53 44.54947(N)    074 04 55.30807(W) AD(       ) 2
 AA9081
 AA9081.Superseded values are not recommended for survey control.
 AA9081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9081.See file dsdata.txt to determine how the superseded data were derived.
 AA9081
 AA9081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7847716585(NAD 83)
 AA9081_MARKER: DS = TRIANGULATION STATION DISK
 AA9081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AA9081_STAMPING: OCEANVIEW 1932 1967 BM RESET
 AA9081_PROJECTION: RECESSED 5 CENTIMETERS
 AA9081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9081+STABILITY: SURFACE MOTION
 AA9081
 AA9081  HISTORY     - Date     Condition        Report By
 AA9081  HISTORY     - 1967     MONUMENTED       CGS
 AA9081  HISTORY     - 1967     SEE DESCRIPTION  CGS
 AA9081  HISTORY     - 1973     MARK NOT FOUND   NGS
 AA9081  HISTORY     - 1984     GOOD             USPSQD
 AA9081
 AA9081                          STATION DESCRIPTION
 AA9081
 AA9081'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JCB)
 AA9081'STATION UNDERGROUND MARK, REFERENCE MARKS 1 AND 4, AND AZIMUTH
 AA9081'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 AA9081'STATION SURFACE MARK WAS DESTROYED BY THE STATE PARK COMMISSION
 AA9081'IN EXCAVATING FOR A NEW WALL UNDER THE BUILDING AND FOR A CONCRETE
 AA9081'RAMP LEADING INTO THE BUILDING.  A NEW STATION MARK WAS SET
 AA9081'DIRECTLY OVER UNDERGROUND MARK.  THE AZIMUTH MARK IS NOT VISIBLE
 AA9081'FROM THE GROUND WITHOUT CLEARING.  A SMALL DIFFERENCE WAS FOUND
 AA9081'IN THE DIRECTION TO REFERENCE MARK NO. 4 AND IN THE DISTANCE
 AA9081'TO REFERENCE MARK NO. 1.  HOWEVER, REFERENCE MARK NO. 1 WAS
 AA9081'MEASURED SLOPE AND CHECKED THE SLOPE MEASURED DISTANCE OF THE
 AA9081'ORIGINAL DESCRIPTION.  ALL OTHER DISTANCES AND DIRECTIONS
 AA9081'CHECKED THE 1962 RECOVERY DESCRIPTION OF V.B. MILLER WHICH
 AA9081'IS ADEQUATE.  THE FLAGPOLE TOWER HAS BEEN TORN DOWN AND THE
 AA9081'SOUTHWEST LEG AND SOUTHEAST LEG BASES HAVE BEEN REMOVED
 AA9081'BUT THE OTHER TWO BASES ARE STILL IN PLACE.  MARK IS NOW 12
 AA9081'FEET NORTHEAST OF THE NORTHWEST CORNER OF BUILDING, 9
 AA9081'FEET NORTH OF THE NORTH WALL OF BUILDING AND 8 FEET WEST OF
 AA9081'CONCRETE RAMP.  THE MARK IS A STANDARD DISK SET FLUSH IN A
 AA9081'CONCRETE MONUMENT ABOUT 12 INCHES IN DIAMETER, ABOUT 2 INCHES
 AA9081'BELOW THE SURFACE AND THE DISK IS STAMPED OCEAN VIEW 1932
 AA9081'1967 BM RESET.
 AA9081'
 AA9081'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AA9081'1.0 MILE SOUTH OF SEASIDE PARK.
 AA9081
 AA9081                          STATION RECOVERY (1973)
 AA9081
 AA9081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (NAP)
 AA9081'STATION WAS NOT RECOVERED.  THE THREE STRUCTURAL FLAGPOLE
 AA9081'FOUNDATIONS REMAIN.  FRESH GRAVEL COVERS AREA WHERE STATION IS
 AA9081'LOCATED AND NO DIGGING WAS ATTEMPTED.  R.M. 4 WAS RECOVERED IN
 AA9081'GOOD CONDITION.  IT IS LOCATED APPROXIMATELY 100 FEET NORTH OF
 AA9081'THE NW CORNER OF THE OLD COAST GUARD BLDG. R.M. 4 IS STAMPED
 AA9081'OCEAN VIEW R.M. 4 1932.  NO OTHER REFERENCE MARKS WERE
 AA9081'RECOVERED.
 AA9081'
 AA9081'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AA9081'1.5 N.M. SOUTH OF SEASIDE PARK, N.J.
 AA9081
 AA9081                          STATION RECOVERY (1984)
 AA9081
 AA9081'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 AA9081'STATION FOUND GOOD.
 AA9081'
 AA9081'MARK RECOVERED IN GOOD CONDITION AT LOCATION DESCRIBED IN HORIZONTAL
 AA9081'CONTROL DATA.
 AA9081'
 AA9081'NOTE--MARK NOW ABOUT 10 INCHES BELOW SURFACE OF BLACK TOP DRIVEWAY.
 AA9081'BLACK TOP BROKEN OVER MARK AND FILLED IN WITH GRAVEL.
 AA9081'
 AA9081'RM 1 FOUND GOOD.
 AA9081'
 AA9081'MARK RECOVERED IN GOOD CONDITION AT LOCATION DESCRIBED IN HORIZONTAL
 AA9081'CONTROL DATA.
 AA9081'
 AA9081'NOTE--MARK NOW 1 FT. EAST OF WITNESS POST SET IN CONCRETE POST
 AA9081'PAINTED RED ABOUT 2 INCHES BELOW LEVEL OF SAND.
 AA9081'
 AA9081'RM 3 NOT RECOVERED.
 AA9081'
 AA9081'MADE CAREFUL SEARCH OF AREA HELPED BY PARK WORKERS ONE WITH A GEIGER
 AA9081'COUNTER.  MARK COULD NOT BE FOUND.
 AA9081'
 AA9081'NOTE--DID FIND A RUSTED MONKEY WRENCH DRIVEN INTO GROUND OF APPROX.
 AA9081'POSITION GIVEN FOR MARK.
 AA9081'
 AA9081'RM 4 NOT RECOVERED.
 AA9081'
 AA9081'AREA SEARCHED, NO MARK FOUND.  SHIFTING SANDS AND HEAVY UNDERBRUSH
 AA9081'COVER AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4993 ***********************************************************************
 KV4993  DESIGNATION -  OCEANIC
 KV4993  PID         -  KV4993
 KV4993  STATE/COUNTY-  NJ/MONMOUTH
 KV4993  USGS QUAD   -  SANDY HOOK (1981)
 KV4993
 KV4993                         *CURRENT SURVEY CONTROL
 KV4993  ___________________________________________________________________
 KV4993* NAD 83(1996)-  40 22 59.23449(N)    074 00 55.68280(W)     ADJUSTED  
 KV4993* NAVD 88     -         6.2    (meters)      20.     (feet)  GPS OBS   
 KV4993  ___________________________________________________________________
 KV4993  X           -   1,339,777.634 (meters)                     COMP
 KV4993  Y           -  -4,677,124.858 (meters)                     COMP
 KV4993  Z           -   4,110,465.201 (meters)                     COMP
 KV4993  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 KV4993  ELLIP HEIGHT-         -26.33  (meters)          (10/23/02) GPS OBS
 KV4993  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KV4993
 KV4993  HORZ ORDER  -  FIRST
 KV4993  ELLP ORDER  -  FOURTH    CLASS I
 KV4993
 KV4993.The horizontal coordinates were established by GPS observations
 KV4993.and adjusted by the National Geodetic Survey in May 1999..
 KV4993
 KV4993.The orthometric height was determined by GPS observations and a
 KV4993.high-resolution geoid model.
 KV4993
 KV4993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4993
 KV4993.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4993
 KV4993.The ellipsoidal height was determined by GPS observations
 KV4993.and is referenced to NAD 83.
 KV4993
 KV4993.The geoid height was determined by GEOID03.
 KV4993
 KV4993;                    North         East     Units Scale Factor Converg.
 KV4993;SPC NJ       -   172,163.936   191,139.902   MT  0.99992083   +0 18 50.2
 KV4993;SPC NJ       -   564,841.18    627,098.16   sFT  0.99992083   +0 18 50.2
 KV4993;UTM  18      - 4,470,746.488   583,568.516   MT  0.99968596   +0 38 16.5
 KV4993
 KV4993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4993!SPC NJ       -   1.00000413  x   0.99992083  =   0.99992496
 KV4993!UTM  18      -   1.00000413  x   0.99968596  =   0.99969009
 KV4993
 KV4993:                Primary Azimuth Mark                     Grid Az
 KV4993:SPC NJ       -  NORMAN                                   096 21 16.5
 KV4993:UTM  18      -  NORMAN                                   096 01 50.2
 KV4993
 KV4993|---------------------------------------------------------------------|
 KV4993| PID    Reference Object                     Distance      Geod. Az  |
 KV4993|                                                           dddmmss.s |
 KV4993| KU2831 NORMAN                              APPROX. 3.1 KM 0964006.7 |
 KV4993| KV4994 PP 17                               180.179 METERS 32748     |
 KV4993|---------------------------------------------------------------------|
 KV4993
 KV4993                          SUPERSEDED SURVEY CONTROL
 KV4993
 KV4993  ELLIP H (05/14/99)  -26.35   (m)                       GP(       ) 4 1
 KV4993  NAD 83(1992)-  40 22 59.23400(N)    074 00 55.68349(W) AD(       ) 1
 KV4993  ELLIP H (09/14/94)  -26.39   (m)                       GP(       ) 3 1
 KV4993  NAD 83(1986)-  40 22 59.23454(N)    074 00 55.68311(W) AD(       ) 3
 KV4993  NAD 27      -  40 22 58.84389(N)    074 00 57.18881(W) AD(       ) 3
 KV4993  NGVD 29 (07/19/86)    6.7    (m)           22.     (f) VERT ANG       
 KV4993
 KV4993.Superseded values are not recommended for survey control.
 KV4993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4993.See file dsdata.txt to determine how the superseded data were derived.
 KV4993
 KV4993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8356970746(NAD 83)
 KV4993_MARKER: DE = TRAVERSE STATION DISK
 KV4993_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV4993_SP_SET: BRIDGE SIDEWALK
 KV4993_STAMPING: OCEANIC 1981
 KV4993_MARK LOGO: NOS   
 KV4993_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4993+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2001
 KV4993
 KV4993  HISTORY     - Date     Condition        Report By
 KV4993  HISTORY     - 1981     MONUMENTED       NOS
 KV4993  HISTORY     - 1981     GOOD             NOS
 KV4993  HISTORY     - 19881010 GOOD             NJGS
 KV4993  HISTORY     - 19930811 GOOD             NJGS
 KV4993  HISTORY     - 20010823 GOOD             USPSQD
 KV4993
 KV4993                          STATION DESCRIPTION
 KV4993
 KV4993'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 KV4993'THE STATION IS LOCATED ON THE EAST SIDE NEAR THE NORTH
 KV4993'END OF THE OCEANIC BRIDGE IMMEDIATELY NNW OF RUMSON. IT
 KV4993'IS LOCATED IN THE VICINITY OF THE EIGHTH STEEL EXPANSION
 KV4993'JOINT SOUTH OF THE NORTH END OF THE BRIDGE, NEAR THE FIRST
 KV4993'PIER SOUTH OF THE NORTH END OF THE BRIDGE.
 KV4993'
 KV4993'TO REACH THE STATION FROM THE NORTH END OF THE
 KV4993'OCEANIC BRIDGE, WALK ON SIDEWALK IN A SOUTHERLY DIRECTION
 KV4993'TO VICINITY OF EIGHTH STEEL EXPANSION JOINT AND STATION.
 KV4993'
 KV4993'THE STATION IS A STANDARD NOS DISK
 KV4993'STAMPED---OCEANIC 1981------,
 KV4993'SET IN A DRILL HOLE IN THE SIDEWALK.
 KV4993'STATION IS FLUSH WITH SIDEWALK AND 25 CM ABOVE LEVEL OF
 KV4993'THE HIGHWAY.
 KV4993'IT IS LOCATED
 KV4993'178 METERS (584 FT) SOUTH FROM THE NORTH END OF THE BRIDGE
 KV4993'137 METERS (450 FT) SOUTH FROM AN X CHISELED INTO THE SIDEWALK
 KV4993'5.75 METERS (18.86 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY
 KV4993'1.45 METERS (4.76 FT) SOUTHWEST FROM THE FIFTH LAMP POST ON THE
 KV4993'NORTHEAST SIDE OF THE BRIDGE.
 KV4993'1.17 METERS (3.84 FT) WEST FROM THE EAST EDGE OF THE BRIDGE.
 KV4993'
 KV4993'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.63 METERS.
 KV4993
 KV4993                          STATION RECOVERY (1981)
 KV4993
 KV4993'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981
 KV4993'RECOVERED IN GOOD CONDITION.
 KV4993
 KV4993                          STATION RECOVERY (1988)
 KV4993
 KV4993'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV4993'RECOVERED IN GOOD CONDITION.
 KV4993
 KV4993                          STATION RECOVERY (1993)
 KV4993
 KV4993'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV4993'THE STATION IS LOCATED IN MIDDLETOWN TOWNSHIP ON THE EAST SIDE NEAR
 KV4993'THE NORTH END OF THE OCEANIC BRIDGE OVER THE NAVESINK RIVER, JUST
 KV4993'NORTH NORTHWEST FROM THE BOROUGH OF RUMSON.  THE STATION IS LOCATED
 KV4993'IN THE VICINITY OF THE EIGHTH STEEL EXPANSION JOINT SOUTH FROM THE
 KV4993'NORTH END OF THE BRIDGE, NEAR THE FIRST PIER SOUTH FROM THE NORTH END
 KV4993'OF THE BRIDGE.  THE STATION IS A STANDARD NOS DISK, STAMPED OCEANIC
 KV4993'1981, SET FLUSH IN A DRILL HOLE IN THE CENTER OF THE SIDEWALK.
 KV4993
 KV4993                          STATION RECOVERY (2001)
 KV4993
 KV4993'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAL)
 KV4993'RECOVERED AS DESCRIBED.  ADDITIONAL DESCRIPTION, STATION LOCATED SW OF
 KV4993'LIGHT POLE MARKED NUMBER 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0217 ***********************************************************************
 JU0217  DESIGNATION -  OCEANVIEW RESET
 JU0217  PID         -  JU0217
 JU0217  STATE/COUNTY-  NJ/OCEAN
 JU0217  USGS QUAD   -  SEASIDE PARK (1989)
 JU0217
 JU0217                         *CURRENT SURVEY CONTROL
 JU0217  ___________________________________________________________________
 JU0217* NAD 83(1986)-  39 53 44.     (N)    074 04 54.     (W)     SCALED    
 JU0217* NAVD 88     -         2.98   (+/-2cm)       9.8    (feet)  VERTCON   
 JU0217  ___________________________________________________________________
 JU0217  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JU0217
 JU0217  VERT ORDER  -  THIRD (See Below)
 JU0217
 JU0217.The horizontal coordinates were scaled from a topographic map and have
 JU0217.an estimated accuracy of +/- 6 seconds.
 JU0217
 JU0217.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU0217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU0217.The vertical order pertains to the NGVD 29 superseded value.
 JU0217
 JU0217.The geoid height was determined by GEOID03.
 JU0217
 JU0217;                    North         East    Units  Estimated Accuracy
 JU0217;SPC NJ       -   118,000.      185,770.      MT  (+/- 180 meters Scaled)
 JU0217
 JU0217                          SUPERSEDED SURVEY CONTROL
 JU0217
 JU0217  NGVD 29 (??/??/??)    3.35   (m)           11.0    (f) RESET       3  
 JU0217
 JU0217.Superseded values are not recommended for survey control.
 JU0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0217.See file dsdata.txt to determine how the superseded data were derived.
 JU0217
 JU0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK785165(NAD 83)
 JU0217_MARKER: DS = TRIANGULATION STATION DISK
 JU0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0217_SP_SET: CONCRETE POST
 JU0217_STAMPING: OCEANVIEW 1932 1967 BM RESET
 JU0217_MARK LOGO: CGS   
 JU0217_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0217+STABILITY: SURFACE MOTION
 JU0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0217+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1990
 JU0217
 JU0217  HISTORY     - Date     Condition        Report By
 JU0217  HISTORY     - 1967     MONUMENTED       CGS
 JU0217  HISTORY     - 1984     GOOD             USPSQD
 JU0217  HISTORY     - 19900810 GOOD             NJGS
 JU0217
 JU0217                          STATION DESCRIPTION
 JU0217
 JU0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JU0217'1 MI S FROM SEASIDE PARK.
 JU0217'AT THE ISLAND BEACH STATE PARK HEADQUARTERS BUILDING, FORMERLY
 JU0217'U.S. COAST GUARD STATION, 12 FEET NORTHEAST OF THE NORTHWEST
 JU0217'CORNER OF BUILDING, 9 FEET NORTH OF THE NORTH WALL OF BUILDING
 JU0217'AND 8 FEET WEST OF CONCRETE RAMP LEADING INTO BUILDING.  THE
 JU0217'MARK IS A STANDARD DISK SET FLUSH IN A CONCRETE MONUENT ABOUT
 JU0217'12 INCHES IN DIAMETER AND ABOUT 2 INCHES BELOW THE SURFACE.
 JU0217
 JU0217                          STATION RECOVERY (1984)
 JU0217
 JU0217'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0217'NOTE:- MARK NOW ABOUT 10' BELOW SURFACE OF BLACK TOP DRIVEWAY. BLACK
 JU0217'TOP BROKEN OVER MARK AND FILLED IN WITH GRAVEL.
 JU0217
 JU0217                          STATION RECOVERY (1990)
 JU0217
 JU0217'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0217'THE STATION WAS RECOVERED AT THIS TIME.  NO MEASUREMENTS WERE TAKEN AT
 JU0217'THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0218 ***********************************************************************
 JU0218  DESIGNATION -  OCEANVIEW RM 1
 JU0218  PID         -  JU0218
 JU0218  STATE/COUNTY-  NJ/OCEAN
 JU0218  USGS QUAD   -  SEASIDE PARK (1989)
 JU0218
 JU0218                         *CURRENT SURVEY CONTROL
 JU0218  ___________________________________________________________________
 JU0218* NAD 83(1986)-  39 53 44.     (N)    074 04 54.     (W)     SCALED    
 JU0218* NAVD 88     -         1.30   (+/-2cm)       4.3    (feet)  VERTCON   
 JU0218  ___________________________________________________________________
 JU0218  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JU0218
 JU0218  VERT ORDER  -  ? (See Below)
 JU0218
 JU0218.The horizontal coordinates were scaled from a topographic map and have
 JU0218.an estimated accuracy of +/- 6 seconds.
 JU0218
 JU0218.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU0218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU0218.The vertical order pertains to the NGVD 29 superseded value.
 JU0218
 JU0218.The geoid height was determined by GEOID03.
 JU0218
 JU0218;                    North         East    Units  Estimated Accuracy
 JU0218;SPC NJ       -   118,000.      185,770.      MT  (+/- 180 meters Scaled)
 JU0218
 JU0218                          SUPERSEDED SURVEY CONTROL
 JU0218
 JU0218  NGVD 29 (??/??/??)    1.663  (m)            5.46   (f) ADJUSTED    ?  
 JU0218
 JU0218.Superseded values are not recommended for survey control.
 JU0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0218.See file dsdata.txt to determine how the superseded data were derived.
 JU0218
 JU0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK785165(NAD 83)
 JU0218_MARKER: DR = REFERENCE MARK DISK
 JU0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0218_STAMPING: OCEANVIEW NO 1 1932
 JU0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0218+STABILITY: SURFACE MOTION
 JU0218
 JU0218  HISTORY     - Date     Condition        Report By
 JU0218  HISTORY     - 1932     MONUMENTED       CGS
 JU0218  HISTORY     - 1951     GOOD             CGS
 JU0218  HISTORY     - 1967     GOOD             CGS
 JU0218  HISTORY     - 1983     GOOD             LOCSUR
 JU0218  HISTORY     - 1984     GOOD             USPSQD
 JU0218  HISTORY     - 19950809 GOOD             USPSQD
 JU0218
 JU0218                          STATION DESCRIPTION
 JU0218
 JU0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JU0218'1 MI S FROM SEASIDE PARK.
 JU0218'THE SIDEWALK NO LONGER EXISTS.  THE MARK IS 29.0 FEET SOUTH OF
 JU0218'TELEPHONE POLE NO. 21 AND 19.2 FEET EAST OF THE CENTERLINE OF
 JU0218'THE ROAD.  ORIGINAL DESCRIPTION-- A STANDARD TRIANGULATION
 JU0218'STATION REFERENCE MARK DISK, STAMPED OCEANVIEW NO. 1 1932, IN
 JU0218'CONCRETE POST ABOUT 40 YARDS WEST OF TRIANGULATION STATION
 JU0218'OCEANVIEW, ABOUT 3 1/2 FEET SOUTH OF THE SOUTH SIDE OF THE
 JU0218'SIDEWALK TO THE COAST GUARD STATION.
 JU0218
 JU0218                          STATION RECOVERY (1967)
 JU0218
 JU0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JU0218'RECOVERED IN GOOD CONDITION.
 JU0218
 JU0218                          STATION RECOVERY (1983)
 JU0218
 JU0218'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JU0218'RECOVERED IN GOOD CONDITION.
 JU0218
 JU0218                          STATION RECOVERY (1984)
 JU0218
 JU0218'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0218'NOTE: MARK NOW 1 FT. EAST OF METAL WITNESS POST. MARK IS SET IN
 JU0218'CONCRETE POST PAINTED RED ABOUT 2' BELOW LEVEL OF SAND.
 JU0218
 JU0218                          STATION RECOVERY (1995)
 JU0218
 JU0218'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0219 ***********************************************************************
 JU0219  DESIGNATION -  OCEANVIEW RM 2
 JU0219  PID         -  JU0219
 JU0219  STATE/COUNTY-  NJ/OCEAN
 JU0219  USGS QUAD   -  SEASIDE PARK (1989)
 JU0219
 JU0219                         *CURRENT SURVEY CONTROL
 JU0219  ___________________________________________________________________
 JU0219* NAD 83(1986)-  39 53 44.     (N)    074 04 54.     (W)     SCALED    
 JU0219* NAVD 88     -         1.31   (+/-2cm)       4.3    (feet)  VERTCON   
 JU0219  ___________________________________________________________________
 JU0219  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JU0219
 JU0219  VERT ORDER  -  ? (See Below)
 JU0219
 JU0219.The horizontal coordinates were scaled from a topographic map and have
 JU0219.an estimated accuracy of +/- 6 seconds.
 JU0219
 JU0219.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU0219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU0219.The vertical order pertains to the NGVD 29 superseded value.
 JU0219
 JU0219.The geoid height was determined by GEOID03.
 JU0219
 JU0219;                    North         East    Units  Estimated Accuracy
 JU0219;SPC NJ       -   118,000.      185,770.      MT  (+/- 180 meters Scaled)
 JU0219
 JU0219                          SUPERSEDED SURVEY CONTROL
 JU0219
 JU0219  NGVD 29 (??/??/??)    1.676  (m)            5.50   (f) ADJUSTED    ?  
 JU0219
 JU0219.Superseded values are not recommended for survey control.
 JU0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0219.See file dsdata.txt to determine how the superseded data were derived.
 JU0219
 JU0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK785165(NAD 83)
 JU0219_MARKER: DR = REFERENCE MARK DISK
 JU0219_SETTING: 0 = UNSPECIFIED SETTING
 JU0219_STAMPING: OCEANVIEW NO 2 1932
 JU0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0219
 JU0219  HISTORY     - Date     Condition        Report By
 JU0219  HISTORY     - 1932     MONUMENTED       CGS
 JU0219  HISTORY     - 1951     GOOD             CGS
 JU0219  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU0219
 JU0219                          STATION DESCRIPTION
 JU0219
 JU0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JU0219'1 MI S FROM SEASIDE PARK.
 JU0219'THE MARK IS 61.6 FEET NORTHWEST OF TELEPHONE POLE NO. 16 AND 21.4
 JU0219'FEET WEST OF CENTERLINE OF THE ROAD.  ORIGINAL DESCRIPTION-- A
 JU0219'STANDARD TRIANGULATION STATION REFERENCE MARK DISK, STAMPED
 JU0219'OCEANVIEW NO. 2 1932, IN CONCRETE POST ABOUT 0.15 MILE NORTH OF
 JU0219'TRIANGULATION STATION OCEANVIEW, ABOUT 0.5 MILE SOUTH OF SEASIDE
 JU0219'PARK RAILROAD STATION, ABOUT 9 FEET WEST OF THE WEST SIDE OF
 JU0219'THE ROAD AND ABOUT 1 FOOT EAST OF THE JERSEY CENTRAL AND LIGHT
 JU0219'CO. POLE NO. B-74.
 JU0219
 JU0219                          STATION RECOVERY (1984)
 JU0219
 JU0219'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0220 ***********************************************************************
 JU0220  DESIGNATION -  OCEANVIEW RM 4
 JU0220  PID         -  JU0220
 JU0220  STATE/COUNTY-  NJ/OCEAN
 JU0220  USGS QUAD   -  SEASIDE PARK (1989)
 JU0220
 JU0220                         *CURRENT SURVEY CONTROL
 JU0220  ___________________________________________________________________
 JU0220* NAD 83(1986)-  39 53 44.     (N)    074 04 54.     (W)     SCALED    
 JU0220* NAVD 88     -         3.15   (+/-2cm)      10.3    (feet)  VERTCON   
 JU0220  ___________________________________________________________________
 JU0220  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JU0220
 JU0220  VERT ORDER  -  THIRD (See Below)
 JU0220
 JU0220.The horizontal coordinates were scaled from a topographic map and have
 JU0220.an estimated accuracy of +/- 6 seconds.
 JU0220
 JU0220.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU0220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU0220.The vertical order pertains to the NGVD 29 superseded value.
 JU0220
 JU0220.The geoid height was determined by GEOID03.
 JU0220
 JU0220;                    North         East    Units  Estimated Accuracy
 JU0220;SPC NJ       -   118,000.      185,770.      MT  (+/- 180 meters Scaled)
 JU0220
 JU0220                          SUPERSEDED SURVEY CONTROL
 JU0220
 JU0220  NGVD 29 (??/??/??)    3.52   (m)           11.5    (f) RESET       3  
 JU0220
 JU0220.Superseded values are not recommended for survey control.
 JU0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0220.See file dsdata.txt to determine how the superseded data were derived.
 JU0220
 JU0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK785165(NAD 83)
 JU0220_MARKER: DR = REFERENCE MARK DISK
 JU0220_SETTING: 0 = UNSPECIFIED SETTING
 JU0220_STAMPING: OCEAN VIEW NO 4 1932
 JU0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0220
 JU0220  HISTORY     - Date     Condition        Report By
 JU0220  HISTORY     - 1932     MONUMENTED       CGS
 JU0220  HISTORY     - 1967     GOOD             CGS
 JU0220  HISTORY     - 1983     GOOD             LOCSUR
 JU0220  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU0220  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 JU0220
 JU0220                          STATION DESCRIPTION
 JU0220
 JU0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JU0220'1 MI S FROM SEASIDE PARK.
 JU0220'AT THE ISLAND BEACH STATE PARK HEADQUARTERS BUILDING, FORMERLY
 JU0220'ISLAND BEACH U.S. COAST GUARD STATION, 119 FEET NORTH OF
 JU0220'TRIANGULATION STATION OCEAN VIEW DESCRIBED, 88 FEET NORTH OF
 JU0220'THE CENTERLINE OF DRIVEWAY LEADING TO BUILDING AND PROJECTING
 JU0220'ABOUT 6 INCHES.
 JU0220
 JU0220                          STATION RECOVERY (1983)
 JU0220
 JU0220'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JU0220'RECOVERED IN GOOD CONDITION.
 JU0220
 JU0220                          STATION RECOVERY (1984)
 JU0220
 JU0220'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0220'MARK NOT FOUND.
 JU0220
 JU0220                          STATION RECOVERY (1995)
 JU0220
 JU0220'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5201 ***********************************************************************
 AI5201  DESIGNATION -  OCELOW
 AI5201  PID         -  AI5201
 AI5201  STATE/COUNTY-  NJ/MONMOUTH
 AI5201  USGS QUAD   -  ASBURY PARK (1989)
 AI5201
 AI5201                         *CURRENT SURVEY CONTROL
 AI5201  ___________________________________________________________________
 AI5201* NAD 83(1996)-  40 09 33.78210(N)    074 01 10.76607(W)     ADJUSTED  
 AI5201* NAVD 88     -        13.2    (meters)      43.     (feet)  VERTCON   
 AI5201  ___________________________________________________________________
 AI5201  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AI5201  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 AI5201
 AI5201  HORZ ORDER  -  THIRD
 AI5201
 AI5201.The horizontal coordinates were established by classical geodetic methods
 AI5201.and adjusted by the National Geodetic Survey in May 2000..
 AI5201
 AI5201.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI5201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI5201
 AI5201.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5201
 AI5201.The geoid height was determined by GEOID03.
 AI5201
 AI5201;                    North         East     Units Scale Factor Converg.
 AI5201;SPC NJ       -   147,320.636   190,918.784   MT  0.99992060   +0 18 35.2
 AI5201;SPC NJ       -   483,334.45    626,372.71   sFT  0.99992060   +0 18 35.2
 AI5201;UTM  18      - 4,445,908.171   583,487.573   MT  0.99968580   +0 37 56.2
 AI5201
 AI5201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5201!SPC NJ       -   1.00000309  x   0.99992060  =   0.99992369
 AI5201!UTM  18      -   1.00000309  x   0.99968580  =   0.99968889
 AI5201
 AI5201                          SUPERSEDED SURVEY CONTROL
 AI5201
 AI5201  NGVD 29 (05/18/00)   13.6    (m)           45.     (f) VERT ANG       
 AI5201
 AI5201.Superseded values are not recommended for survey control.
 AI5201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5201.See file dsdata.txt to determine how the superseded data were derived.
 AI5201
 AI5201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8348845908(NAD 83)
 AI5201_MARKER: DD = SURVEY DISK
 AI5201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5201+STABILITY: SURFACE MOTION
 AI5201
 AI5201  HISTORY     - Date     Condition        Report By
 AI5201  HISTORY     - 1988     MONUMENTED       NOSAMC
 AI5201
 AI5201                          STATION DESCRIPTION
 AI5201
 AI5201'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5201'THE STATION IS LOCATED IN SPRING LAKE, NEW JERSEY AT THE SE CORNER OF
 AI5201'THE T INTERSECTION OF OCEAN AVE AND LUDLOW AVENUE IN THE ROOF OF THE
 AI5201'NORTHERN MOST OF TWO PUBLIC BEACH PAVILIONS. IT IS A STANDARD NOS
 AI5201'BRONZE DISK STAMPED---OCELOW 1988---, EPOXIED INTO THE ROOF NEAR THE
 AI5201'NORTH END OF THE BUILDING, IT IS 2.777 M W OF THE EAST EDGE OF TOP
 AI5201'PORTION OF ROOF, 2.327 M E OF THE W EDGE OF TOP PORTION OF ROOF, 1.850
 AI5201'M. S OF THE N EDGE OF THE TOP PORTION OF ROOF, AND 0.309 M. E OF A
 AI5201'COOPER CLAD VENT PIPE. CONTACT--MORY ANNE COOGAN ADMINISTRATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0682 ***********************************************************************
 LY0682  DESIGNATION -  OGDENSBURG
 LY0682  PID         -  LY0682
 LY0682  STATE/COUNTY-  NJ/SUSSEX
 LY0682  USGS QUAD   -  FRANKLIN (1971)
 LY0682
 LY0682                         *CURRENT SURVEY CONTROL
 LY0682  ___________________________________________________________________
 LY0682* NAD 83(1986)-  41 04 47.     (N)    074 35 33.     (W)     SCALED    
 LY0682* NAVD 88     -       210.956  (meters)     692.11   (feet)  ADJUSTED  
 LY0682  ___________________________________________________________________
 LY0682  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LY0682  DYNAMIC HT  -         210.864 (meters)     691.81  (feet)  COMP
 LY0682  MODELED GRAV-     980,180.7   (mgal)                       NAVD 88
 LY0682
 LY0682  VERT ORDER  -  FIRST     CLASS II
 LY0682
 LY0682.The horizontal coordinates were scaled from a topographic map and have
 LY0682.an estimated accuracy of +/- 6 seconds.
 LY0682
 LY0682.The orthometric height was determined by differential leveling
 LY0682.and adjusted by the National Geodetic Survey in June 1991..
 LY0682
 LY0682.The geoid height was determined by GEOID03.
 LY0682
 LY0682.The dynamic height is computed by dividing the NAVD 88
 LY0682.geopotential number by the normal gravity value computed on the
 LY0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0682.degrees latitude (g = 980.6199 gals.).
 LY0682
 LY0682.The modeled gravity was interpolated from observed gravity values.
 LY0682
 LY0682;                    North         East    Units  Estimated Accuracy
 LY0682;SPC NJ       -   249,400.      142,230.      MT  (+/- 180 meters Scaled)
 LY0682
 LY0682                          SUPERSEDED SURVEY CONTROL
 LY0682
 LY0682  NGVD 29 (??/??/92)  211.148  (m)          692.74   (f) ADJ UNCH    1 2
 LY0682
 LY0682.Superseded values are not recommended for survey control.
 LY0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0682.See file dsdata.txt to determine how the superseded data were derived.
 LY0682
 LY0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL342476(NAD 83)
 LY0682_MARKER: DB = BENCH MARK DISK
 LY0682_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0682_SP_SET: WALL
 LY0682_STAMPING: 692.741 OGDENSBURG 1933
 LY0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0682
 LY0682  HISTORY     - Date     Condition        Report By
 LY0682  HISTORY     - 1933     MONUMENTED       CGS
 LY0682  HISTORY     - 1934     GOOD             NGS
 LY0682  HISTORY     - 20040919 GOOD             GEOCAC
 LY0682
 LY0682                          STATION DESCRIPTION
 LY0682
 LY0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0682'AT OGDENSBURG.
 LY0682'AT OGDENSBURG, SUSSEX COUNTY, AT THE MUNICIPAL BUILDING, 300 FEET
 LY0682'EAST OF MAIN STREET, 30 FEET SOUTH OF A SIDE STREET, IN THE
 LY0682'RETAINING WALL OF THE DRIVEWAY, 2 FEET FROM THE NORTH END, AND
 LY0682'ABOUT 1 FOOT HIGHER THAN THE DRIVEWAY.  A STANDARD DISK,
 LY0682'STAMPED 692.741 OGDENSBURG 1933.
 LY0682
 LY0682                          STATION RECOVERY (2004)
 LY0682
 LY0682'RECOVERY NOTE BY GEOCACHING 2004 (JRI)
 LY0682'AT OGDENSBURG, SUSSEX COUNTY, AT 14 HIGHLAND AVE, THE SITE OF THE
 LY0682'FORMER MUNICIPAL BUILDING, 300 FEET EAST OF SUSSEX COUNTY ROUTE 517,
 LY0682'IN THE WEST RETAINING WALL OF THE DRIVEWAY, 2 FEET FROM THE NORTH END,
 LY0682'AND ABOUT 1 FOOT HIGHER THAN THE THAN THE DRIVEWAY.
 LY0682' 
 LY0682'HANDHELD CONSUMER GPS COORDINATES 41 04 47.5 (N) 74 35 31.0 (W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3958 ***********************************************************************
 KV3958  DESIGNATION -  OIL
 KV3958  PID         -  KV3958
 KV3958  STATE/COUNTY-  NJ/BERGEN
 KV3958  USGS QUAD   -  WEEHAWKEN (1995)
 KV3958
 KV3958                         *CURRENT SURVEY CONTROL
 KV3958  ___________________________________________________________________
 KV3958* NAD 83(1996)-  40 52 06.13165(N)    074 02 14.32005(W)     ADJUSTED  
 KV3958* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV3958  ___________________________________________________________________
 KV3958  LAPLACE CORR-           7.61  (seconds)                    DEFLEC99
 KV3958  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KV3958
 KV3958  HORZ ORDER  -  THIRD
 KV3958
 KV3958.The horizontal coordinates were established by classical geodetic methods
 KV3958.and adjusted by the National Geodetic Survey in September 1999..
 KV3958
 KV3958.The orthometric height was scaled from a topographic map.
 KV3958
 KV3958.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3958
 KV3958.The geoid height was determined by GEOID03.
 KV3958
 KV3958;                    North         East     Units Scale Factor Converg.
 KV3958;SPC NJ       -   226,034.200   189,001.918   MT  0.99991872   +0 18 09.9
 KV3958;SPC NJ       -   741,580.54    620,083.79   sFT  0.99991872   +0 18 09.9
 KV3958;SPC NY L     -    77,922.413   296,854.601   MT  0.99999495   -0 01 27.9
 KV3958;SPC NY L     -   255,650.45    973,930.47   sFT  0.99999495   -0 01 27.9
 KV3958;UTM  18      - 4,524,591.007   581,125.023   MT  0.99968100   +0 37 47.8
 KV3958
 KV3958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3958!SPC NJ       -   1.00000488  x   0.99991872  =   0.99992360
 KV3958!SPC NY L     -   1.00000488  x   0.99999495  =   0.99999983
 KV3958!UTM  18      -   1.00000488  x   0.99968100  =   0.99968588
 KV3958
 KV3958|---------------------------------------------------------------------|
 KV3958| PID    Reference Object                     Distance      Geod. Az  |
 KV3958|                                                           dddmmss.s |
 KV3958| KV3957 EAST STANDARD USE 1914              188.625 METERS 08428     |
 KV3958| CF3198 OIL RM 2                                           09349     |
 KV3958| KV3945 WEST MANHATTAN                      APPROX. 0.6 KM 1510625.9 |
 KV3958| KV3947 WEST                                APPROX. 0.7 KM 1521142.7 |
 KV3958| CF3197 OIL RM 1                                           29446     |
 KV3958|---------------------------------------------------------------------|
 KV3958
 KV3958                          SUPERSEDED SURVEY CONTROL
 KV3958
 KV3958  NAD 83(1996)-  40 52 06.13151(N)    074 02 14.32016(W) AD(       ) 3
 KV3958  NAD 83(1996)-  40 52 06.13064(N)    074 02 14.32165(W) AD(       ) 3
 KV3958  NAD 83(1992)-  40 52 06.12818(N)    074 02 14.32203(W) AD(       ) 3
 KV3958  NAD 83(1986)-  40 52 06.13763(N)    074 02 14.31922(W) AD(       ) 3
 KV3958  NAD 27      -  40 52 05.77600(N)    074 02 15.82000(W) AD(       ) 3
 KV3958
 KV3958.Superseded values are not recommended for survey control.
 KV3958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3958.See file dsdata.txt to determine how the superseded data were derived.
 KV3958
 KV3958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8112524591(NAD 83)
 KV3958_MARKER: DS = TRIANGULATION STATION DISK
 KV3958_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV3958_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV3958
 KV3958  HISTORY     - Date     Condition        Report By
 KV3958  HISTORY     - 1914     MONUMENTED       CGS
 KV3958  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV3958
 KV3958                          STATION DESCRIPTION
 KV3958
 KV3958'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV3958'STATION IS ON THE W SIDE OF HACKENSACK RIVER, ABOUT 60 METERS
 KV3958'(197 FEET) FROM SHORE, 20 METERS (66 FEET) N OF THE ROAD LEADING
 KV3958'TO THE STANDARD OIL COMPANYS DOCK, AND IN LINE WITH THE W END
 KV3958'WALL OF THEIR SHED.
 KV3958'
 KV3958'STATION MARKED BY A STANDARD DISK CEMENTED IN THE TOP OF A
 KV3958'4-INCH TILE PIPE.
 KV3958'
 KV3958'THE SUBSURFACE MARK IS A BURIED BOTTLE.
 KV3958'
 KV3958'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CEMENT IN A 3-INCH
 KV3958'TILE PIPE, ARE PLACED RESPECTIVELY 12.991 METERS (42.62 FEET)
 KV3958'N 54 DEG W AND 15.313 METERS (50.02 FEET) S 76 DEG E FROM THE
 KV3958'STATION.  THE STATION IS IN HACKENSACK, ABOUT 3/4 MILE S OF THE
 KV3958'COURTHOUSE.
 KV3958
 KV3958                          STATION RECOVERY (1932)
 KV3958
 KV3958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3958'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5316 ***********************************************************************
 KV5316  DESIGNATION -  OIL
 KV5316  PID         -  KV5316
 KV5316  STATE/COUNTY-  NJ/OCEAN
 KV5316  USGS QUAD   -  ROOSEVELT (1981)
 KV5316
 KV5316                         *CURRENT SURVEY CONTROL
 KV5316  ___________________________________________________________________
 KV5316* NAD 83(1996)-  40 07 39.87640(N)    074 22 38.15597(W)     ADJUSTED  
 KV5316* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 KV5316  ___________________________________________________________________
 KV5316  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 KV5316  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV5316
 KV5316  HORZ ORDER  -  FIRST
 KV5316
 KV5316.The horizontal coordinates were established by classical geodetic methods
 KV5316.and adjusted by the National Geodetic Survey in September 1999..
 KV5316
 KV5316.The orthometric height was scaled from a topographic map.
 KV5316
 KV5316.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5316
 KV5316.The geoid height was determined by GEOID03.
 KV5316
 KV5316;                    North         East     Units Scale Factor Converg.
 KV5316;SPC NJ       -   143,704.313   160,460.167   MT  0.99990135   +0 04 44.8
 KV5316;SPC NJ       -   471,469.90    526,443.06   sFT  0.99990135   +0 04 44.8
 KV5316;UTM  18      - 4,442,121.482   553,057.419   MT  0.99963465   +0 24 04.9
 KV5316
 KV5316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5316!SPC NJ       -   0.99999589  x   0.99990135  =   0.99989724
 KV5316!UTM  18      -   0.99999589  x   0.99963465  =   0.99963054
 KV5316
 KV5316|---------------------------------------------------------------------|
 KV5316| PID    Reference Object                     Distance      Geod. Az  |
 KV5316|                                                           dddmmss.s |
 KV5316| CF3200 OIL RM 2                             17.562 METERS 23203     |
 KV5316| KV5308 SUGAR                               APPROX. 6.4 KM 2371759.8 |
 KV5316| CF3199 OIL RM 1                             15.855 METERS 35747     |
 KV5316|---------------------------------------------------------------------|
 KV5316
 KV5316                          SUPERSEDED SURVEY CONTROL
 KV5316
 KV5316  NAD 83(1986)-  40 07 39.87304(N)    074 22 38.15244(W) AD(       ) 1
 KV5316  NAD 27      -  40 07 39.46700(N)    074 22 39.61900(W) AD(       ) 1
 KV5316
 KV5316.Superseded values are not recommended for survey control.
 KV5316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5316.See file dsdata.txt to determine how the superseded data were derived.
 KV5316
 KV5316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5305742121(NAD 83)
 KV5316_MARKER: DS = TRIANGULATION STATION DISK
 KV5316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5316
 KV5316  HISTORY     - Date     Condition        Report By
 KV5316  HISTORY     - 1935     MONUMENTED       CGS
 KV5316  HISTORY     - 1943     MARK NOT FOUND   CGS
 KV5316
 KV5316                          STATION DESCRIPTION
 KV5316
 KV5316'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5316'THE STATION IS LOCATED 1.8 MILES AIRLINE NORTHEAST OF
 KV5316'CASSVILLE, ON THE PROPERTY OF THE PHILADELPHIA OIL COMPANY,
 KV5316'CHARLES LINEMAN, PRESIDENT, ON THE WESTERN PART OF A HILL KNOWN
 KV5316'LOCALLY AS STONY HILL, 8 PACES NORTH-NORTHEAST OF THE NORTH
 KV5316'EDGE OF AN EXCAVATION BELIEVED TO BE AN OLD ROCK PIT, 6 PACES
 KV5316'SOUTHEAST OF A 14-INCH OAK TREE WITH A 6-INCH SNAG PROJECTING
 KV5316'FROM ITS ROOT, 5 PACES EAST OF AN 18-INCH CHESTNUT OAK TREE,
 KV5316'AND 4 PACES NORTH-NORTHEAST OF A 20-INCH OAK TREE LYING ON
 KV5316'THE GROUND.  THE MARK PROJECTS 8 INCHES AND IS STAMPED OIL
 KV5316'1935.
 KV5316'
 KV5316'TO REACH THE STATION FROM THE CASSVILLE HOTEL IN CASSVILLE AT
 KV5316'THE TRAFFIC LIGHT GO NORTHWARD ON THE ROAD TOWARD TRENTON FOR
 KV5316'0.45 MILE TO A BRIDGE AND A LAKE ON THE LEFT, CONTINUE 0.1 MILE
 KV5316'TO A DIM SAND T-ROAD RIGHT OPPOSITE RAVO FARM DANCE HALL ON THE
 KV5316'LEFT, TURN RIGHT ON A NARROW SAND ROAD FOR 0.8 MILE TO A BRIDGE
 KV5316'AND BEYOND FOR 0.4 MILE TO A DIM WOODS ROAD LEFT (A SIGN ON A
 KV5316'20-INCH OAK TREE ON THE LEFT, KEEP OUT), TURN LEFT AND
 KV5316'IMMEDIATELY BEAR TO THE LEFT FOLLOWING A VERY DIM ROAD IN A
 KV5316'NORTHWESTERLY AND THEN IN A NORTHERLY DIRECTION FOR 0.4 MILE
 KV5316'TO THE STATION ON THE WESTERN PART OF THE HILL.  WATCH FOR
 KV5316'STUMPS IN ROAD.
 KV5316'
 KV5316'REFERENCE MARK NO. 1 IS 15.855 METERS (52.02 FEET) NORTHWEST
 KV5316'OF THE STATION, 4 PACES SOUTHWEST OF A TRIPLE 10-INCH OAK TREE,
 KV5316'AND 4 PACES NORTHWEST OF THE CENTERLINE OF A VERY DIM ROAD.  THE
 KV5316'MARK PROJECTS 4 INCHES AND IS STAMPED OIL NO 1 1935.
 KV5316'
 KV5316'REFERENCE MARK NO. 2 IS 17.562 METERS (57.62 FEET)
 KV5316'SOUTH-SOUTHWEST OF THE STATION, 7 PACES FROM A 12-INCH OAK
 KV5316'TREE, AND 3 PACES WEST-NORTHWEST OF ANOTHER 12-INCH OAK
 KV5316'TREE.  THE MARK PROJECTS 4 INCHES AND IS STAMPED OIL NO 2 1935,
 KV5316'
 KV5316'NO AZIMUTH MARK WAS SET AS THERE WAS NO PLACE WHERE IT WOULD
 KV5316'BE VISIBLE FROM THE GROUND.
 KV5316'
 KV5316'THE DISTANCE BETWEEN THE REFERENCE MARKS COULD NOT BE MEASURED
 KV5316'BECAUSE OF A TREE ON LINE.
 KV5316'
 KV5316'A 64-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 KV5316
 KV5316                          STATION RECOVERY (1943)
 KV5316
 KV5316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (TAK)
 KV5316'UNABLE TO LOCATE THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2945 ***********************************************************************
 JU2945  DESIGNATION -  OLD
 JU2945  PID         -  JU2945
 JU2945  STATE/COUNTY-  NJ/CAPE MAY
 JU2945  USGS QUAD   -  STONE HARBOR (1972)
 JU2945
 JU2945                         *CURRENT SURVEY CONTROL
 JU2945  ___________________________________________________________________
 JU2945* NAD 83(1996)-  39 01 06.83242(N)    074 50 29.26030(W)     ADJUSTED  
 JU2945* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2945  ___________________________________________________________________
 JU2945  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 JU2945  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 JU2945
 JU2945  HORZ ORDER  -  THIRD
 JU2945
 JU2945.The horizontal coordinates were established by classical geodetic methods
 JU2945.and adjusted by the National Geodetic Survey in September 1999..
 JU2945
 JU2945.The orthometric height was scaled from a topographic map.
 JU2945
 JU2945.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2945
 JU2945.The geoid height was determined by GEOID03.
 JU2945
 JU2945;                    North         East     Units Scale Factor Converg.
 JU2945;SPC NJ       -    20,616.688   120,431.096   MT  0.99991076   -0 12 53.9
 JU2945;SPC NJ       -    67,639.92    395,114.35   sFT  0.99991076   -0 12 53.9
 JU2945;UTM  18      - 4,318,848.670   513,724.569   MT  0.99960232   +0 05 59.3
 JU2945
 JU2945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2945!SPC NJ       -   1.00000545  x   0.99991076  =   0.99991621
 JU2945!UTM  18      -   1.00000545  x   0.99960232  =   0.99960777
 JU2945
 JU2945|---------------------------------------------------------------------|
 JU2945| PID    Reference Object                     Distance      Geod. Az  |
 JU2945|                                                           dddmmss.s |
 JU2945| CB2802 OLD RM 1                             13.235 METERS 00231     |
 JU2945| JU2946 ROAD                                APPROX. 2.2 KM 0264250.7 |
 JU2945|---------------------------------------------------------------------|
 JU2945
 JU2945                          SUPERSEDED SURVEY CONTROL
 JU2945
 JU2945  NAD 83(1991)-  39 01 06.81417(N)    074 50 29.26477(W) AD(       ) 3
 JU2945  NAD 83(1986)-  39 01 06.81089(N)    074 50 29.26642(W) AD(       ) 3
 JU2945  NAD 27      -  39 01 06.40400(N)    074 50 30.65800(W) AD(       ) 3
 JU2945
 JU2945.Superseded values are not recommended for survey control.
 JU2945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2945.See file dsdata.txt to determine how the superseded data were derived.
 JU2945
 JU2945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1372518849(NAD 83)
 JU2945_MARKER: DS = TRIANGULATION STATION DISK
 JU2945_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU2945_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU2945
 JU2945  HISTORY     - Date     Condition        Report By
 JU2945  HISTORY     - 1936     MONUMENTED       CGS
 JU2945  HISTORY     - 1974     MARK NOT FOUND   NGS
 JU2945
 JU2945                          STATION DESCRIPTION
 JU2945
 JU2945'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2945'LOCATED 34-1/2 FEET N OF PHILADELPHIA AND READING RAILROAD, 86
 JU2945'FEET TO THE W OF W END OF RAILROAD BRIDGE OVER OLD TURTLE
 JU2945'THOROFARE.
 JU2945'
 JU2945'STATION IS MARKED, AS DESCRIBED IN NOTE 6A, BY A STANDARD DISK,
 JU2945'STAMPED OLD 1936, SET IN TOP OF AN 8-INCH CONCRETE-FILLED TILE
 JU2945'WHICH PROJECTS 10 INCHES ABOVE GROUND.  THE STATION IS
 JU2945'APPROXIMATELY 5 FEET BELOW THE LEVEL OF THE RAILWAY TRACKS.
 JU2945'
 JU2945'REFERENCE MARK NO.1 IS SET TO THE N OF THE STATION IN THE
 JU2945'MARSH.  IT IS MARKED, AS DESCRIBED IN NOTE 13A, BY A STANDARD
 JU2945'DISK, STAMPED NO.1 OLD 1936, SET IN AN 8-INCH CONCRETE-FILLED
 JU2945'TILE WHICH PROJECTS 6 INCHES ABOVE GROUND.
 JU2945
 JU2945                          STATION RECOVERY (1974)
 JU2945
 JU2945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU2945'A SEARCH WAS MADE FOR THE STATION AND NO MARKS WERE FOUND.  THE
 JU2945'ROAD HAS BEEN WIDENED SINCE THE STATION WAS ESTABLISHED AND IT
 JU2945'IS BELIEVED THE STATION MARK WAS DESTROYED AT THAT TIME.  IT IS
 JU2945'BELIEVED THAT THE REFERENCE MARK WAS WASHED AWAY BY HIGH WATER
 JU2945'DURING THE STORM IN THE 1960S.
 JU2945'
 JU2945'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2945'1-1/4 MILES NORTHEAST OF RIO GRANDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5351 ***********************************************************************
 KV5351  DESIGNATION -  OLD BRIDGE EASTERN PROD STACK
 KV5351  PID         -  KV5351
 KV5351  STATE/COUNTY-  NJ/MIDDLESEX
 KV5351  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5351
 KV5351                         *CURRENT SURVEY CONTROL
 KV5351  ___________________________________________________________________
 KV5351* NAD 83(1996)-  40 25 30.19613(N)    074 21 16.82306(W)     ADJUSTED  
 KV5351* NAVD 88     -                                                        
 KV5351  ___________________________________________________________________
 KV5351  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 KV5351  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KV5351
 KV5351  HORZ ORDER  -  THIRD
 KV5351
 KV5351.The horizontal coordinates were established by classical geodetic methods
 KV5351.and adjusted by the National Geodetic Survey in September 1999..
 KV5351
 KV5351
 KV5351.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5351
 KV5351.The geoid height was determined by GEOID03.
 KV5351
 KV5351;                    North         East     Units Scale Factor Converg.
 KV5351;SPC NJ       -   176,717.335   162,331.506   MT  0.99990187   +0 05 39.3
 KV5351;SPC NJ       -   579,780.12    532,582.62   sFT  0.99990187   +0 05 39.3
 KV5351;UTM  18      - 4,475,135.756   554,742.030   MT  0.99963689   +0 25 06.5
 KV5351
 KV5351                          SUPERSEDED SURVEY CONTROL
 KV5351
 KV5351  NAD 83(1996)-  40 25 30.19498(N)    074 21 16.82419(W) AD(       ) 4
 KV5351  NAD 83(1986)-  40 25 30.19550(N)    074 21 16.82367(W) AD(       ) 4
 KV5351  NAD 27      -  40 25 29.81600(N)    074 21 18.28900(W) AD(       ) 3
 KV5351
 KV5351.Superseded values are not recommended for survey control.
 KV5351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5351.See file dsdata.txt to determine how the superseded data were derived.
 KV5351
 KV5351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5474275136(NAD 83)
 KV5351_MARKER: 63 = STACK
 KV5351
 KV5351  HISTORY     - Date     Condition        Report By
 KV5351  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5351
 KV5351                          STATION DESCRIPTION
 KV5351
 KV5351'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5351'THIS STATION IS THE CENTER OF THE TOP OF THE BLACK METAL STACK
 KV5351'AT THE EASTERN TERRA COTTA COMPANY PLANT AT OLD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5353 ***********************************************************************
 KV5353  DESIGNATION -  OLD BRIDGE PARAGON BRICK CO TK
 KV5353  PID         -  KV5353
 KV5353  STATE/COUNTY-  NJ/MIDDLESEX
 KV5353  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5353
 KV5353                         *CURRENT SURVEY CONTROL
 KV5353  ___________________________________________________________________
 KV5353* NAD 83(1996)-  40 26 05.85421(N)    074 20 48.65581(W)     ADJUSTED  
 KV5353* NAVD 88     -                                                        
 KV5353  ___________________________________________________________________
 KV5353  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 KV5353  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KV5353
 KV5353  HORZ ORDER  -  THIRD
 KV5353
 KV5353.The horizontal coordinates were established by classical geodetic methods
 KV5353.and adjusted by the National Geodetic Survey in September 1999..
 KV5353
 KV5353
 KV5353.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5353
 KV5353.The geoid height was determined by GEOID03.
 KV5353
 KV5353;                    North         East     Units Scale Factor Converg.
 KV5353;SPC NJ       -   177,818.230   162,993.514   MT  0.99990208   +0 05 57.6
 KV5353;SPC NJ       -   583,391.98    534,754.55   sFT  0.99990208   +0 05 57.6
 KV5353;UTM  18      - 4,476,240.087   555,397.623   MT  0.99963778   +0 25 25.1
 KV5353
 KV5353                          SUPERSEDED SURVEY CONTROL
 KV5353
 KV5353  NAD 83(1996)-  40 26 05.85317(N)    074 20 48.65680(W) AD(       ) 4
 KV5353  NAD 83(1986)-  40 26 05.85387(N)    074 20 48.65611(W) AD(       ) 4
 KV5353  NAD 27      -  40 26 05.47400(N)    074 20 50.12200(W) AD(       ) 3
 KV5353
 KV5353.Superseded values are not recommended for survey control.
 KV5353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5353.See file dsdata.txt to determine how the superseded data were derived.
 KV5353
 KV5353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5539876240(NAD 83)
 KV5353_MARKER: 51 = TANK
 KV5353
 KV5353  HISTORY     - Date     Condition        Report By
 KV5353  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5353
 KV5353                          STATION DESCRIPTION
 KV5353
 KV5353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5353'STATION IS FINIAL ON WHITE WOOD TANK AT PARAGON BRICK COMPANY
 KV5353'PLANT AT OLD BRIDGE, NEW JERSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5398 ***********************************************************************
 KV5398  DESIGNATION -  OLD BRIDGE PARAGON BRICK W STK
 KV5398  PID         -  KV5398
 KV5398  STATE/COUNTY-  NJ/MIDDLESEX
 KV5398  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5398
 KV5398                         *CURRENT SURVEY CONTROL
 KV5398  ___________________________________________________________________
 KV5398* NAD 83(1996)-  40 26 06.33006(N)    074 20 48.29774(W)     ADJUSTED  
 KV5398* NAVD 88     -                                                        
 KV5398  ___________________________________________________________________
 KV5398  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 KV5398  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KV5398
 KV5398  HORZ ORDER  -  THIRD
 KV5398
 KV5398.The horizontal coordinates were established by classical geodetic methods
 KV5398.and adjusted by the National Geodetic Survey in September 1999..
 KV5398
 KV5398
 KV5398.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5398
 KV5398.The geoid height was determined by GEOID03.
 KV5398
 KV5398;                    North         East     Units Scale Factor Converg.
 KV5398;SPC NJ       -   177,832.921   163,001.927   MT  0.99990208   +0 05 57.8
 KV5398;SPC NJ       -   583,440.17    534,782.16   sFT  0.99990208   +0 05 57.8
 KV5398;UTM  18      - 4,476,254.822   555,405.951   MT  0.99963779   +0 25 25.3
 KV5398
 KV5398                          SUPERSEDED SURVEY CONTROL
 KV5398
 KV5398  NAD 83(1996)-  40 26 06.32902(N)    074 20 48.29873(W) AD(       ) 4
 KV5398  NAD 83(1986)-  40 26 06.32974(N)    074 20 48.29805(W) AD(       ) 4
 KV5398  NAD 27      -  40 26 05.95100(N)    074 20 49.76300(W) AD(       ) 3
 KV5398
 KV5398.Superseded values are not recommended for survey control.
 KV5398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5398.See file dsdata.txt to determine how the superseded data were derived.
 KV5398
 KV5398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5540676255(NAD 83)
 KV5398_MARKER: 63 = STACK
 KV5398
 KV5398  HISTORY     - Date     Condition        Report By
 KV5398  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5398
 KV5398                          STATION DESCRIPTION
 KV5398
 KV5398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5398'THIS STATION IS THE CENTER OF TOP OF MOST WESTERLY OF TWO BLACK
 KV5398'METAL STACKS AT PARAGON BRICK COMPANY WORKS AT OLD BRIDGE, NEW
 KV5398'JERSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5399 ***********************************************************************
 KV5399  DESIGNATION -  OLD BRIDGE PARAGON BRICK E STK
 KV5399  PID         -  KV5399
 KV5399  STATE/COUNTY-  NJ/MIDDLESEX
 KV5399  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5399
 KV5399                         *CURRENT SURVEY CONTROL
 KV5399  ___________________________________________________________________
 KV5399* NAD 83(1996)-  40 26 06.38487(N)    074 20 48.18936(W)     ADJUSTED  
 KV5399* NAVD 88     -                                                        
 KV5399  ___________________________________________________________________
 KV5399  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 KV5399  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KV5399
 KV5399  HORZ ORDER  -  THIRD
 KV5399
 KV5399.The horizontal coordinates were established by classical geodetic methods
 KV5399.and adjusted by the National Geodetic Survey in September 1999..
 KV5399
 KV5399
 KV5399.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5399
 KV5399.The geoid height was determined by GEOID03.
 KV5399
 KV5399;                    North         East     Units Scale Factor Converg.
 KV5399;SPC NJ       -   177,834.615   163,004.478   MT  0.99990208   +0 05 57.9
 KV5399;SPC NJ       -   583,445.73    534,790.52   sFT  0.99990208   +0 05 57.9
 KV5399;UTM  18      - 4,476,256.531   555,408.492   MT  0.99963779   +0 25 25.4
 KV5399
 KV5399                          SUPERSEDED SURVEY CONTROL
 KV5399
 KV5399  NAD 83(1996)-  40 26 06.38383(N)    074 20 48.19034(W) AD(       ) 4
 KV5399  NAD 83(1986)-  40 26 06.38454(N)    074 20 48.18964(W) AD(       ) 4
 KV5399  NAD 27      -  40 26 06.00600(N)    074 20 49.65700(W) AD(       ) 3
 KV5399
 KV5399.Superseded values are not recommended for survey control.
 KV5399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5399.See file dsdata.txt to determine how the superseded data were derived.
 KV5399
 KV5399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5540876257(NAD 83)
 KV5399_MARKER: 63 = STACK
 KV5399
 KV5399  HISTORY     - Date     Condition        Report By
 KV5399  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5399
 KV5399                          STATION DESCRIPTION
 KV5399
 KV5399'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5399'THIS STATION IS THE CENTER OF MOST EASTERLY OF TWO BLACK METAL
 KV5399'STACKS AT PARAGON BRICK COMPANY WORKS AT OLD BRIDGE, NEW JERSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5898 ***********************************************************************
 KV5898  DESIGNATION -  OLD BRIDGE PRIMARY PAIR 1
 KV5898  PID         -  KV5898
 KV5898  STATE/COUNTY-  NJ/MIDDLESEX
 KV5898  USGS QUAD   -  FREEHOLD (1981)
 KV5898
 KV5898                         *CURRENT SURVEY CONTROL
 KV5898  ___________________________________________________________________
 KV5898* NAD 83(1996)-  40 19 41.38835(N)    074 20 59.34947(W)     ADJUSTED  
 KV5898* NAVD 88     -        19.5    (meters)      64.     (feet)  GPS OBS   
 KV5898  ___________________________________________________________________
 KV5898  X           -   1,313,530.164 (meters)                     COMP
 KV5898  Y           -  -4,688,678.396 (meters)                     COMP
 KV5898  Z           -   4,105,823.511 (meters)                     COMP
 KV5898  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 KV5898  ELLIP HEIGHT-         -12.94  (meters)          (10/23/02) GPS OBS
 KV5898  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV5898
 KV5898  HORZ ORDER  -  FIRST
 KV5898  ELLP ORDER  -  FOURTH    CLASS I
 KV5898
 KV5898.This mark is at Old Bridge Airport (3N6)
 KV5898
 KV5898.The horizontal coordinates were established by GPS observations
 KV5898.and adjusted by the National Geodetic Survey in May 1999..
 KV5898
 KV5898.The orthometric height was determined by GPS observations and a
 KV5898.high-resolution geoid model.
 KV5898
 KV5898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5898
 KV5898.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5898
 KV5898.The ellipsoidal height was determined by GPS observations
 KV5898.and is referenced to NAD 83.
 KV5898
 KV5898.The geoid height was determined by GEOID03.
 KV5898
 KV5898;                    North         East     Units Scale Factor Converg.
 KV5898;SPC NJ       -   165,960.130   162,761.633   MT  0.99990200   +0 05 49.9
 KV5898;SPC NJ       -   544,487.53    533,993.79   sFT  0.99990200   +0 05 49.9
 KV5898;UTM  18      - 4,464,384.001   555,232.835   MT  0.99963755   +0 25 14.8
 KV5898
 KV5898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5898!SPC NJ       -   1.00000203  x   0.99990200  =   0.99990403
 KV5898!UTM  18      -   1.00000203  x   0.99963755  =   0.99963958
 KV5898
 KV5898|---------------------------------------------------------------------|
 KV5898| PID    Reference Object                     Distance      Geod. Az  |
 KV5898|                                                           dddmmss.s |
 KV5898| KV5899 OLD BRIDGE PRIMARY PAIR 2           262.035 METERS 23330     |
 KV5898|---------------------------------------------------------------------|
 KV5898
 KV5898                          SUPERSEDED SURVEY CONTROL
 KV5898
 KV5898  NAD 83(1986)-  40 19 41.38862(N)    074 20 59.35177(W) AD(       ) 1
 KV5898  ELLIP H (01/27/92)  -12.83   (m)                       GP(       ) 4 1
 KV5898  NAD 83(1986)-  40 19 41.38552(N)    074 20 59.34734(W) AD(       ) 2
 KV5898  NAD 27      -  40 19 40.99069(N)    074 21 00.81448(W) AD(       ) 2
 KV5898  NGVD 29 (08/10/88)   20.1    (m)           66.     (f) GPS OBS        
 KV5898
 KV5898.Superseded values are not recommended for survey control.
 KV5898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5898.See file dsdata.txt to determine how the superseded data were derived.
 KV5898
 KV5898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5523364384(NAD 83)
 KV5898_MARKER: I = METAL ROD
 KV5898_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5898_SP_SET: STAINLESS STEEL ROD
 KV5898_STAMPING: OLD BRIDGE PP1 1987
 KV5898_MARK LOGO: AEROS 
 KV5898_PROJECTION: RECESSED 10 CENTIMETERS
 KV5898_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5898+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1993
 KV5898_ROD/PIPE-DEPTH: 9.7  meters
 KV5898
 KV5898  HISTORY     - Date     Condition        Report By
 KV5898  HISTORY     - 1987     MONUMENTED       AEROS
 KV5898  HISTORY     - 1987     GOOD             AEROS
 KV5898  HISTORY     - 19901114 GOOD             NJGS
 KV5898  HISTORY     - 19910731 GOOD
 KV5898  HISTORY     - 19920828 GOOD
 KV5898  HISTORY     - 19930623 GOOD             NJGS
 KV5898
 KV5898                          STATION DESCRIPTION
 KV5898
 KV5898'DESCRIBED BY AERO SERVICE CORPORATION 1987 (UNK)
 KV5898'THE STATION IS LOCATED ABOUT 2.6 KM (1.6 MI) NORTH-NORTHEAST OF THE
 KV5898'TOWN OF MOUNT MILLS, 5.9 KM (3.7 MI) EAST-NORTHEAST OF MONROE,
 KV5898'8.5 KM (5.3 MI) SOUTH OF OLD BRIDGE, WITHIN THE BOUNDARY OF THE OLD
 KV5898'BRIDGE AIRPORT.
 KV5898'OWNERSHIP--MADISON TOWNSHIP APARTMENTS, INC., ROUTE 2, BOX 239, A1
 KV5898'PENSION ROAD, ENGLISHTOWN, NEW JERSEY 07726.  MANAGER--MR. BILL
 KV5898'REILLY, OLD BRIDGE AIRPORT, P.O. BOX 616, OLD BRIDGE, NEW JERSEY
 KV5898'08857, PHONE NUMBER (201)446-7800.
 KV5898'
 KV5898'TO REACH THE STATION FROM THE POST OFFICE IN ENGLISHTOWN, MONMOUTH
 KV5898'COUNTY, NEW JERSEY, LOCATED AT THE INTERSECTION OF MONMOUTH COUNTY
 KV5898'ROUTES 522 AND 527 (MAIN STREET),
 KV5898'GO NORTH FOR 5.07 KM (3.15 MI) ON COUNTY ROUTE 527 TO A REVERSE (Y)
 KV5898'INTERSECTION AT PENSION ROAD.
 KV5898'TURN RIGHT AND GO SOUTH-SOUTHEAST FOR 1.70 KM (1.05 MI) ON PENSION
 KV5898'ROAD TO A PAVED ROAD ON THE LEFT AT THE ENTRANCE TO THE OLD BRIDGE
 KV5898'AIRPORT.
 KV5898'TURN LEFT AND GO NORTH FOR 0.32 KM (0.2 MI) ON THE PAVED ENTRANCE
 KV5898'ROAD TO THE AIRPORT OFFICE AND THE STATION AS DESCRIBED.
 KV5898'
 KV5898'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KV5898'FLANGE WITH ACCESS COVER IS STAMPED---OLD BRIDGE PP1 1987---, AND IS
 KV5898'FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KV5898'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT THE DEPTH OF 9.7 METERS (32
 KV5898'FT), AND IS RECESSED 10 CM BELOW THE GROUND.  LOCATED
 KV5898'15.2 METERS (50 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A METAL
 KV5898'HANGAR,
 KV5898'14.9 METERS (49.0 FT) SOUTH FROM THE EAST-WEST TAXIWAY LEADING TO
 KV5898'THE RUNWAY,
 KV5898'13.2 METERS (43.5 FT) WEST FROM THE NORTH-SOUTH TAXIWAY,
 KV5898'0.7 METERS (2.4 FT) NORTH FROM A CARSONITE WITNESS POST.
 KV5898
 KV5898                          STATION RECOVERY (1987)
 KV5898
 KV5898'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 KV5898'RECOVERED IN GOOD CONDITION.
 KV5898
 KV5898                          STATION RECOVERY (1990)
 KV5898
 KV5898'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5898'THE STATION IS LOCATED IN MONROE TOWNSHIP IN MIDDLESEX COUNTY WITHIN
 KV5898'THE BOUNDARY OF THE OLD BRIDGE AIRPORT, LOCATED ON THE SOUTHEAST SIDE
 KV5898'OF PENSION ROAD.  THE AIRPORT IS OWNED BY MADISON INCORPORATED.  182
 KV5898'PENSION ROAD, ENGLISHTOWN NEW JERSEY 07726.  THE AIRPORT MANAGER IS
 KV5898'MR. PAUL CERNIGLIA, OLD BRIDGE AIRPORT, P O BOX 616, OLD BRIDGE NEW
 KV5898'JERSEY 08857.  PHONE NUMBER 908 446 7800 OR 908 446 0303. TO REACH
 KV5898'THE STATION FROM THE FORMER POST OFFICE IN THE BOROUGH OF
 KV5898'ENGLISHTOWN, MONMOUTH COUNTY, LOCATED AT THE SOUTHERLY CORNER OF
 KV5898'MONMOUTH COUNTY ROADS 522 AND 527, NORTH MAIN STREET, GO NORTH ON
 KV5898'ROUTE 527, CROSSING THE MIDDLESEX COUNTY LINE, FOR 3.25 MI (5.23 KM)
 KV5898'TO A REVERSE WYE INTERSECTION WITH PENSION ROAD ON THE RIGHT.  TURN
 KV5898'RIGHT ONTO PENSION ROAD AND GO SOUTH SOUTHEAST FOR 1.1 MI (1.8 KM) TO
 KV5898'A PAVED ROAD AND THE ENTRANCE TO THE OLD BRIDGE AIRPORT ON THE LEFT.
 KV5898'TURN LEFT AND GO NORTHEAST ON THE PAVED ROAD FOR 0.2 MI (0.3 KM) TO
 KV5898'THE STATION 15.2 M (49.9 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A
 KV5898'METAL HANGER NUMBER 1832V, 14.9 M (48.9 FT) SOUTH OF THE EAST WEST
 KV5898'TAXIWAY LEADING TO THE RUNWAY, 13.2 M (43.3 FT) WEST OF THE NORTH
 KV5898'SOUTH TAXIWAY, 0.2 M (0.7 FT) WEST OF A WITNESS POST INSTALLED BY
 KV5898'THIS PARTY.
 KV5898
 KV5898                          STATION RECOVERY (1991)
 KV5898
 KV5898'RECOVERED 1991
 KV5898'RECOVERED IN GOOD CONDITION.
 KV5898
 KV5898                          STATION RECOVERY (1992)
 KV5898
 KV5898'RECOVERED 1992
 KV5898'RECOVERED IN GOOD CONDITION.
 KV5898
 KV5898                          STATION RECOVERY (1993)
 KV5898
 KV5898'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV5898'ADDITIONAL NOTES.  THE STATION IS A STANDARD NGS THREE
 KV5898'DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS COVER IS STAMPED  OLD
 KV5898'BRIDGE PP1 1987  AND IS SET FLUSH WITH THE GROUND.  THE STATION IS A
 KV5898'NINE SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD DRIVEN TO REFUSAL
 KV5898'AT A DEPTH OF 9.7 M (31.8 FT) AND IS RECESSED 10 CM BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5899 ***********************************************************************
 KV5899  DESIGNATION -  OLD BRIDGE PRIMARY PAIR 2
 KV5899  PID         -  KV5899
 KV5899  STATE/COUNTY-  NJ/MIDDLESEX
 KV5899  USGS QUAD   -  FREEHOLD (1981)
 KV5899
 KV5899                         *CURRENT SURVEY CONTROL
 KV5899  ___________________________________________________________________
 KV5899* NAD 83(1996)-  40 19 36.33471(N)    074 21 08.27182(W)     ADJUSTED  
 KV5899* NAVD 88     -        17.2    (meters)      56.     (feet)  GPS OBS   
 KV5899  ___________________________________________________________________
 KV5899  X           -   1,313,354.081 (meters)                     COMP
 KV5899  Y           -  -4,688,830.660 (meters)                     COMP
 KV5899  Z           -   4,105,703.188 (meters)                     COMP
 KV5899  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 KV5899  ELLIP HEIGHT-         -15.24  (meters)          (10/23/02) GPS OBS
 KV5899  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV5899
 KV5899  HORZ ORDER  -  FIRST
 KV5899  ELLP ORDER  -  FOURTH    CLASS I
 KV5899
 KV5899.This mark is at Old Bridge Airport (3N6)
 KV5899
 KV5899.The horizontal coordinates were established by GPS observations
 KV5899.and adjusted by the National Geodetic Survey in May 1999..
 KV5899
 KV5899.The orthometric height was determined by GPS observations and a
 KV5899.high-resolution geoid model.
 KV5899
 KV5899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5899
 KV5899.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5899
 KV5899.The ellipsoidal height was determined by GPS observations
 KV5899.and is referenced to NAD 83.
 KV5899
 KV5899.The geoid height was determined by GEOID03.
 KV5899
 KV5899;                    North         East     Units Scale Factor Converg.
 KV5899;SPC NJ       -   165,803.913   162,551.288   MT  0.99990194   +0 05 44.1
 KV5899;SPC NJ       -   543,975.00    533,303.68   sFT  0.99990194   +0 05 44.1
 KV5899;UTM  18      - 4,464,226.641   555,023.431   MT  0.99963727   +0 25 09.0
 KV5899
 KV5899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5899!SPC NJ       -   1.00000239  x   0.99990194  =   0.99990433
 KV5899!UTM  18      -   1.00000239  x   0.99963727  =   0.99963966
 KV5899
 KV5899|---------------------------------------------------------------------|
 KV5899| PID    Reference Object                     Distance      Geod. Az  |
 KV5899|                                                           dddmmss.s |
 KV5899| KV5898 OLD BRIDGE PRIMARY PAIR 1           262.035 METERS 05330     |
 KV5899|---------------------------------------------------------------------|
 KV5899
 KV5899                          SUPERSEDED SURVEY CONTROL
 KV5899
 KV5899  ELLIP H (05/14/99)  -15.25   (m)                       GP(       ) 4 1
 KV5899  NAD 83(1986)-  40 19 36.33497(N)    074 21 08.27423(W) AD(       ) 1
 KV5899  ELLIP H (01/27/92)  -15.14   (m)                       GP(       ) 4 1
 KV5899  NAD 83(1986)-  40 19 36.33186(N)    074 21 08.26995(W) AD(       ) 2
 KV5899  NAD 27      -  40 19 35.93703(N)    074 21 09.73680(W) AD(       ) 2
 KV5899  NGVD 29 (08/10/88)   17.8    (m)           58.     (f) GPS OBS        
 KV5899
 KV5899.Superseded values are not recommended for survey control.
 KV5899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5899.See file dsdata.txt to determine how the superseded data were derived.
 KV5899
 KV5899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5502364227(NAD 83)
 KV5899_MARKER: I = METAL ROD
 KV5899_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5899_SP_SET: STAINLESS STEEL ROD
 KV5899_STAMPING: OLD BRIDGE PP2 1987
 KV5899_MARK LOGO: AEROS 
 KV5899_PROJECTION: RECESSED 10 CENTIMETERS
 KV5899_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5899+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1993
 KV5899_ROD/PIPE-DEPTH: 7.3  meters
 KV5899
 KV5899  HISTORY     - Date     Condition        Report By
 KV5899  HISTORY     - 1987     MONUMENTED       AEROS
 KV5899  HISTORY     - 1987     GOOD             AEROS
 KV5899  HISTORY     - 19910913 GOOD             NJGS
 KV5899  HISTORY     - 19920828 GOOD
 KV5899  HISTORY     - 19930623 GOOD             NJGS
 KV5899
 KV5899                          STATION DESCRIPTION
 KV5899
 KV5899'DESCRIBED BY AERO SERVICE CORPORATION 1987 (UNK)
 KV5899'THE STATION IS LOCATED ABOUT 2.6 KM (1.6 MI) NORTH-NORHTEAST OF THE
 KV5899'TOWN OF MOUNT MILLS, 5.9 KM (3.7 MI) EAST-NORTHEAST OF MONROE,
 KV5899'8.5 KM (5.3 MI) SOUTH OF OLD BRIDGE, WITHIN THE BOUNDARY OF THE OLD
 KV5899'BRIDGE AIRPORT.
 KV5899'OWNERSHIP--MADISON TOWNSHIP APARTMENTS, INC., ROUTE 2, BOX 239, A1
 KV5899'PENSION ROAD, ENGLISHTOWN, NEW JERSEY 07726.  MANAGER--MR. BILL
 KV5899'REILLY, OLD BRIDGE AIRPORT, P.O. BOX 616, OLD BRIDGE, NEW JERSEY
 KV5899'08857, PHONE NUMBER (201)446-7800.
 KV5899'
 KV5899'TO REACH THE STATION FROM THE POST OFFICE IN ENGLISHTOWN, MONMOUTH
 KV5899'COUNTY, NEW JERSEY, LOCATED AT THE INTERSECTION OF MONMOUTH COUNTY
 KV5899'ROUTES 522 AND 527 (MAIN STREET), GO NORTH FOR
 KV5899'5.07 KM (3.15 MI) ON COUNTY ROUTE 527 TO A REVERSE (Y) INTERSECTION
 KV5899'AT PENSION ROAD.
 KV5899'TURN RIGHT AND GO SOUTH-SOUTHEAST FOR 1.70 KM (1.05 MI) ON PENSION
 KV5899'ROAD TO A PAVED ROAD ON THE LEFT AT THE ENTRANCE TO THE OLD BRIDGE
 KV5899'AIRPORT.
 KV5899'TURN LEFT AND GO NORTH FOR 0.32 KM (0.2 MI) ON THE PAVED ENTRANCE
 KV5899'ROAD TO THE AIRPORT OFFICE AND THE STATION AS DESCRIBED.
 KV5899'
 KV5899'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KV5899'FLANGE WITH ACCESS COVER IS STAMPED---OLD BRIDGE PP2 1987---, AND IS
 KV5899'FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KV5899'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT THE DEPTH OF 7.3 METERS (24
 KV5899'FT), AND IS RECESSED 10 CM BELOW THE GROUND.  LOCATED
 KV5899'46.6 METERS (153 FT) NORTHEAST FROM THE NORTH GATE POST AT THE
 KV5899'ENTRANCE TO THE AIRPORT,
 KV5899'20.9 METERS (68.5 FT) EAST FROM THE ENTRANCE ROAD,
 KV5899'0.7 METERS (2.3 FT) NORTH FROM A CARSONITE WITNESS POST.
 KV5899
 KV5899                          STATION RECOVERY (1987)
 KV5899
 KV5899'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 KV5899'RECOVERED IN GOOD CONDITION.
 KV5899
 KV5899                          STATION RECOVERY (1991)
 KV5899
 KV5899'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5899'THE STATION IS LOCATED IN MONROE TOWNSHIP IN MIDDLESEX COUNTY WITHIN
 KV5899'THE BOUNDARY OF THE OLD BRIDGE AIRPORT, LOCATED ON THE SOUTHEAST SIDE
 KV5899'OF PENSION ROAD.  THE AIRPORT IS OWNED BY MADISON INCORPORATED.  182
 KV5899'PENSION ROAD, ENGLISHTOWN NEW JERSEY 07726.  THE AIRPORT MANAGER IS
 KV5899'MR. PAUL CERNIGLIA, OLD BRIDGE AIRPORT, P O BOX 616, OLD BRIDGE NEW
 KV5899'JERSEY 08857.  PHONE NUMBER 908 446 7800 OR 908 446 0303. TO REACH
 KV5899'THE STATION FROM THE FORMER POST OFFICE IN THE BOROUGH OF
 KV5899'ENGLISHTOWN, MONMOUTH COUNTY, LOCATED AT THE SOUTHERLY CORNER OF
 KV5899'MONMOUTH COUNTY ROADS 522 AND 527, NORTH MAIN STREET, GO NORTH ON
 KV5899'ROUTE 527, CROSSING THE MIDDLESEX COUNTY LINE, FOR 3.25 MI (5.23 KM)
 KV5899'TO A REVERSE WYE INTERSECTION WITH PENSION ROAD ON THE RIGHT.  TURN
 KV5899'RIGHT ONTO PENSION ROAD AND GO SOUTH SOUTHEAST FOR 1.10 MI (1.77 KM)
 KV5899'TO A PAVED ROAD AND THE ENTRANCE TO THE OLD BRIDGE AIRPORT ON THE
 KV5899'LEFT.  TURN LEFT AND GO NORTHEAST ON THE PAVED ROAD FOR 0.05 MI
 KV5899'(0.08 KM) TO THE STATION ON THE RIGHT. THE STATION IS 68.0 FT
 KV5899'(20.7 M) SOUTHEAST OF THE CENTERLINE OF THE AIRPORT ENTRANCE ROAD,
 KV5899'58.0 FT (17.7 M) SOUTHEAST OF THE EAST EDGE OF PAVING OF THE AIRPORT
 KV5899'ENTRANCE ROAD, 174.5 FT (53.2 M) NORTHEAST OF THE METAL GATE POST AT
 KV5899'THE ENTRANCE TO THE AIRPORT, 203.8 FT (62.1 M) NORTHWEST OF THE
 KV5899'CENTERLINE EXTENDED OF THE TAXIWAY FOR THE AIRPORT, 1.3 FT (0.4 M)
 KV5899'NORTH OF A CARSONITE WITNESS POST, AND ABOUT 860.7 FT (262.3 M)
 KV5899'SOUTHWEST OF OLD BRIDGE PRIMARY PAIR NUMBER 1 LOCATED NEAR THE
 KV5899'NORTHWEST CORNER OF METAL HANGER NUMBER 1832V.
 KV5899
 KV5899                          STATION RECOVERY (1992)
 KV5899
 KV5899'RECOVERED 1992
 KV5899'RECOVERED IN GOOD CONDITION.
 KV5899
 KV5899                          STATION RECOVERY (1993)
 KV5899
 KV5899'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV5899'ADDITIONAL NOTES.  THE STATION IS 68.0 FT (20.7 M) SOUTHEAST FROM THE
 KV5899'CENTERLINE OF THE AIRPORT ENTRANCE ROAD, 58.0 FT (17.7 M) SOUTHEAST
 KV5899'FROM THE EAST EDGE OF PAVING OF THE AIRPORT ENTRANCE ROAD, 174.5 FT
 KV5899'(53.2 M) NORTHEAST FROM A METAL GATE POST AT THE ENTRANCE TO THE
 KV5899'AIRPORT, 1.3 FT (0.4 M) NORTH FROM A CARSONITE WITNESS POST AND ABOUT
 KV5899'860.7 FT (262.3 M) SOUTHWEST FROM STATION OLD BRIDGE PP1 1987,
 KV5899'LOCATED NEAR THE NORTHWEST CORNER OF A METAL HANGAR, NUMBER 1832V.
 KV5899'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KV5899'FLANGE WITH ACCESS COVER IS STAMPED  OLD BRIDGE PP2 1987  AND IS SET
 KV5899'FLUSH WITH THE GROUND.  THE STATION IS A NINE SIXTEENTHS INCH
 KV5899'DIAMETER STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 7.3 M
 KV5899'(24.0 FT) AND IS RECESSED 10 CM BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5466 ***********************************************************************
 KV5466  DESIGNATION -  OLD BRIDGE SALPA CO TANK
 KV5466  PID         -  KV5466
 KV5466  STATE/COUNTY-  NJ/MIDDLESEX
 KV5466  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5466
 KV5466                         *CURRENT SURVEY CONTROL
 KV5466  ___________________________________________________________________
 KV5466* NAD 83(1996)-  40 24 05.51726(N)    074 22 35.69141(W)     ADJUSTED  
 KV5466* NAVD 88     -                                                        
 KV5466  ___________________________________________________________________
 KV5466  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 KV5466  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KV5466
 KV5466  HORZ ORDER  -  THIRD
 KV5466
 KV5466.The horizontal coordinates were established by classical geodetic methods
 KV5466.and adjusted by the National Geodetic Survey in September 1999..
 KV5466
 KV5466
 KV5466.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5466
 KV5466.The geoid height was determined by GEOID03.
 KV5466
 KV5466;                    North         East     Units Scale Factor Converg.
 KV5466;SPC NJ       -   174,102.835   160,476.192   MT  0.99990135   +0 04 48.0
 KV5466;SPC NJ       -   571,202.38    526,495.64   sFT  0.99990135   +0 04 48.0
 KV5466;UTM  18      - 4,472,511.499   552,902.027   MT  0.99963445   +0 24 14.7
 KV5466
 KV5466                          SUPERSEDED SURVEY CONTROL
 KV5466
 KV5466  NAD 83(1986)-  40 24 05.51649(N)    074 22 35.69233(W) AD(       ) 4
 KV5466  NAD 27      -  40 24 05.18000(N)    074 22 37.12000(W) AD(       ) 3
 KV5466
 KV5466.Superseded values are not recommended for survey control.
 KV5466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5466.See file dsdata.txt to determine how the superseded data were derived.
 KV5466
 KV5466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5290272511(NAD 83)
 KV5466_MARKER: 51 = TANK
 KV5466
 KV5466  HISTORY     - Date     Condition        Report By
 KV5466  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5466
 KV5466                          STATION DESCRIPTION
 KV5466
 KV5466'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5395 ***********************************************************************
 KV5395  DESIGNATION -  OLD BRIDGE TILE CO SQ STACK
 KV5395  PID         -  KV5395
 KV5395  STATE/COUNTY-  NJ/MIDDLESEX
 KV5395  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5395
 KV5395                         *CURRENT SURVEY CONTROL
 KV5395  ___________________________________________________________________
 KV5395* NAD 83(1996)-  40 25 08.72242(N)    074 21 27.63521(W)     ADJUSTED  
 KV5395* NAVD 88     -                                                        
 KV5395  ___________________________________________________________________
 KV5395  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 KV5395  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KV5395
 KV5395  HORZ ORDER  -  THIRD
 KV5395
 KV5395.The horizontal coordinates were established by classical geodetic methods
 KV5395.and adjusted by the National Geodetic Survey in September 1999..
 KV5395
 KV5395
 KV5395.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5395
 KV5395.The geoid height was determined by GEOID03.
 KV5395
 KV5395;                    North         East     Units Scale Factor Converg.
 KV5395;SPC NJ       -   176,054.625   162,077.726   MT  0.99990180   +0 05 32.2
 KV5395;SPC NJ       -   577,605.88    531,750.01   sFT  0.99990180   +0 05 32.2
 KV5395;UTM  18      - 4,474,471.797   554,492.070   MT  0.99963655   +0 24 59.3
 KV5395
 KV5395                          SUPERSEDED SURVEY CONTROL
 KV5395
 KV5395  NAD 83(1996)-  40 25 08.72120(N)    074 21 27.63640(W) AD(       ) 4
 KV5395  NAD 83(1986)-  40 25 08.72160(N)    074 21 27.63596(W) AD(       ) 4
 KV5395  NAD 27      -  40 25 08.34200(N)    074 21 29.10200(W) AD(       ) 3
 KV5395
 KV5395.Superseded values are not recommended for survey control.
 KV5395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5395.See file dsdata.txt to determine how the superseded data were derived.
 KV5395
 KV5395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5449274472(NAD 83)
 KV5395_MARKER: 63 = STACK
 KV5395
 KV5395  HISTORY     - Date     Condition        Report By
 KV5395  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5395
 KV5395                          STATION DESCRIPTION
 KV5395
 KV5395'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5395'THIS STATION IS THE CENTER OF TOP OF SQUARE RED BRICK STACK AT
 KV5395'THE OLD BRIDGE ENAMEL BRICK AND TILE COMPANY PLANT AT OLD BRIDGE,
 KV5395'NEW JERSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5358 ***********************************************************************
 KV5358  DESIGNATION -  OLD BRIDGE WATER WKS SMALL STK
 KV5358  PID         -  KV5358
 KV5358  STATE/COUNTY-  NJ/MIDDLESEX
 KV5358  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5358
 KV5358                         *CURRENT SURVEY CONTROL
 KV5358  ___________________________________________________________________
 KV5358* NAD 83(1996)-  40 25 34.37596(N)    074 20 18.07055(W)     ADJUSTED  
 KV5358* NAVD 88     -                                                        
 KV5358  ___________________________________________________________________
 KV5358  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 KV5358  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KV5358
 KV5358  HORZ ORDER  -  THIRD
 KV5358
 KV5358.The horizontal coordinates were established by classical geodetic methods
 KV5358.and adjusted by the National Geodetic Survey in September 1999..
 KV5358
 KV5358
 KV5358.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5358
 KV5358.The geoid height was determined by GEOID03.
 KV5358
 KV5358;                    North         East     Units Scale Factor Converg.
 KV5358;SPC NJ       -   176,848.656   163,716.093   MT  0.99990232   +0 06 17.4
 KV5358;SPC NJ       -   580,210.97    537,125.22   sFT  0.99990232   +0 06 17.4
 KV5358;UTM  18      - 4,475,274.873   556,125.486   MT  0.99963877   +0 25 44.6
 KV5358
 KV5358                          SUPERSEDED SURVEY CONTROL
 KV5358
 KV5358  NAD 83(1996)-  40 25 34.37475(N)    074 20 18.07147(W) AD(       ) 4
 KV5358  NAD 83(1986)-  40 25 34.37529(N)    074 20 18.07062(W) AD(       ) 4
 KV5358  NAD 27      -  40 25 33.99600(N)    074 20 19.53800(W) AD(       ) 3
 KV5358
 KV5358.Superseded values are not recommended for survey control.
 KV5358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5358.See file dsdata.txt to determine how the superseded data were derived.
 KV5358
 KV5358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5612575275(NAD 83)
 KV5358_MARKER: 63 = STACK
 KV5358
 KV5358  HISTORY     - Date     Condition        Report By
 KV5358  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5358
 KV5358                          STATION DESCRIPTION
 KV5358
 KV5358'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5358'THIS STATION IS THE CENTER OF TOP OF SHORTER OF TWO BRICK STACKS
 KV5358'AT THE OLD BRIDGE WATER WORKS AT OLD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5359 ***********************************************************************
 KV5359  DESIGNATION -  OLD BRIDGE WATER WKS TALL STK
 KV5359  PID         -  KV5359
 KV5359  STATE/COUNTY-  NJ/MIDDLESEX
 KV5359  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5359
 KV5359                         *CURRENT SURVEY CONTROL
 KV5359  ___________________________________________________________________
 KV5359* NAD 83(1996)-  40 25 34.15090(N)    074 20 16.24645(W)     ADJUSTED  
 KV5359* NAVD 88     -                                                        
 KV5359  ___________________________________________________________________
 KV5359  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 KV5359  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KV5359
 KV5359  HORZ ORDER  -  THIRD
 KV5359
 KV5359.The horizontal coordinates were established by classical geodetic methods
 KV5359.and adjusted by the National Geodetic Survey in September 1999..
 KV5359
 KV5359
 KV5359.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5359
 KV5359.The geoid height was determined by GEOID03.
 KV5359
 KV5359;                    North         East     Units Scale Factor Converg.
 KV5359;SPC NJ       -   176,841.793   163,759.100   MT  0.99990233   +0 06 18.5
 KV5359;SPC NJ       -   580,188.45    537,266.31   sFT  0.99990233   +0 06 18.5
 KV5359;UTM  18      - 4,475,268.256   556,168.519   MT  0.99963883   +0 25 45.8
 KV5359
 KV5359                          SUPERSEDED SURVEY CONTROL
 KV5359
 KV5359  NAD 83(1996)-  40 25 34.14969(N)    074 20 16.24736(W) AD(       ) 4
 KV5359  NAD 83(1986)-  40 25 34.15024(N)    074 20 16.24651(W) AD(       ) 4
 KV5359  NAD 27      -  40 25 33.77100(N)    074 20 17.71500(W) AD(       ) 3
 KV5359
 KV5359.Superseded values are not recommended for survey control.
 KV5359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5359.See file dsdata.txt to determine how the superseded data were derived.
 KV5359
 KV5359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5616975268(NAD 83)
 KV5359_MARKER: 63 = STACK
 KV5359
 KV5359  HISTORY     - Date     Condition        Report By
 KV5359  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5359
 KV5359                          STATION DESCRIPTION
 KV5359
 KV5359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5359'THIS STATION IS THE CENTER OF TOP OF TALLER OF TWO BRICK STACKS
 KV5359'AT THE OLD BRIDGE WATER WORKS AT OLD BRIDGE, NEW JERSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB4000 ***********************************************************************
 AB4000  CORS        -  This is a GPS Continuously Operating Reference Station.
 AB4000  DESIGNATION -  OLD SANDY HOOK 1 CORS L1 PHASE CENTER
 AB4000  CORS_ID     -  SHK0
 AB4000  PID         -  AB4000
 AB4000  STATE/COUNTY-  NJ/MONMOUTH
 AB4000  USGS QUAD   -  SANDY HOOK (1981)
 AB4000
 AB4000                         *CURRENT SURVEY CONTROL
 AB4000  ___________________________________________________________________
 AB4000* NAD 83(CORS)-  40 28 17.34125(N)    074 00 41.74269(W)     ADJUSTED  
 AB4000* NAVD 88     -                                                        
 AB4000  ___________________________________________________________________
 AB4000  EPOCH DATE  -        1996.00
 AB4000  X           -   1,338,341.746 (meters)                     COMP
 AB4000  Y           -  -4,670,919.744 (meters)                     COMP
 AB4000  Z           -   4,117,936.405 (meters)                     COMP
 AB4000  ELLIP HEIGHT-         -23.26  (meters)          (08/??/95) GPS OBS
 AB4000  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 AB4000
 AB4000  HORZ ORDER  -  SPECIAL (CORS)
 AB4000  ELLP ORDER  -  SPECIAL (CORS)
 AB4000
 AB4000.ITRF positions are available for this station.
 AB4000.The coordinates were established by GPS observations
 AB4000.and adjusted by the National Geodetic Survey in August 1995..
 AB4000.The coordinates are valid at the epoch date displayed above.
 AB4000.The epoch date for horizontal control is a decimal equivalence
 AB4000.of Year/Month/Day.
 AB4000
 AB4000
 AB4000.The PID for the CORS ARP is AF9555.
 AB4000
 AB4000.The XYZ, and position/ellipsoidal ht. are equivalent.
 AB4000
 AB4000.The ellipsoidal height was determined by GPS observations
 AB4000.and is referenced to NAD 83.
 AB4000
 AB4000.The geoid height was determined by GEOID03.
 AB4000
 AB4000;                    North         East     Units Scale Factor Converg.
 AB4000;SPC NJ       -   181,976.899   191,414.447   MT  0.99992111   +0 19 01.2
 AB4000;SPC NJ       -   597,035.88    627,998.90   sFT  0.99992111   +0 19 01.2
 AB4000
 AB4000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4000!SPC NJ       -   1.00000365  x   0.99992111  =   0.99992476
 AB4000
 AB4000                          SUPERSEDED SURVEY CONTROL
 AB4000
 AB4000.No superseded survey control is available for this station.
 AB4000
 AB4000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8378780559(NAD 83)
 AB4000_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AB4000_MARK LOGO: NONE  
 AB4000
 AB4000                          STATION DESCRIPTION
 AB4000
 AB4000'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AB4000'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AB4000'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AB4000'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AB4000'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AB4000'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AF9555 ***********************************************************************
 AF9555  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9555  DESIGNATION -  OLD SANDY HOOK 1 CORS ARP
 AF9555  CORS_ID     -  SHK0
 AF9555  PID         -  AF9555
 AF9555  STATE/COUNTY-  NJ/MONMOUTH
 AF9555  USGS QUAD   -  SANDY HOOK (1981)
 AF9555
 AF9555                         *CURRENT SURVEY CONTROL
 AF9555  ___________________________________________________________________
 AF9555* NAD 83(CORS)-  40 28 17.34127(N)    074 00 41.74271(W)     ADJUSTED  
 AF9555* NAVD 88     -                                                        
 AF9555  ___________________________________________________________________
 AF9555  EPOCH DATE  -        1996.00
 AF9555  X           -   1,338,341.727 (meters)                     COMP
 AF9555  Y           -  -4,670,919.678 (meters)                     COMP
 AF9555  Z           -   4,117,936.347 (meters)                     COMP
 AF9555  ELLIP HEIGHT-         -23.35  (meters)          (08/??/95) GPS OBS
 AF9555  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 AF9555
 AF9555  HORZ ORDER  -  SPECIAL (CORS)
 AF9555  ELLP ORDER  -  SPECIAL (CORS)
 AF9555
 AF9555.ITRF positions are available for this station.
 AF9555.The coordinates were established by GPS observations
 AF9555.and adjusted by the National Geodetic Survey in August 1995..
 AF9555.The coordinates are valid at the epoch date displayed above.
 AF9555.The epoch date for horizontal control is a decimal equivalence
 AF9555.of Year/Month/Day.
 AF9555
 AF9555
 AF9555.The PID for the CORS L1 Phase Center is AB4000.
 AF9555
 AF9555.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9555
 AF9555.The ellipsoidal height was determined by GPS observations
 AF9555.and is referenced to NAD 83.
 AF9555
 AF9555.The geoid height was determined by GEOID03.
 AF9555
 AF9555;                    North         East     Units Scale Factor Converg.
 AF9555;SPC NJ       -   181,976.900   191,414.446   MT  0.99992111   +0 19 01.2
 AF9555;SPC NJ       -   597,035.88    627,998.89   sFT  0.99992111   +0 19 01.2
 AF9555
 AF9555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9555!SPC NJ       -   1.00000366  x   0.99992111  =   0.99992477
 AF9555
 AF9555                          SUPERSEDED SURVEY CONTROL
 AF9555
 AF9555.No superseded survey control is available for this station.
 AF9555
 AF9555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8378780559(NAD 83)
 AF9555_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9555
 AF9555                          STATION DESCRIPTION
 AF9555
 AF9555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995
 AF9555'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9555'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9555'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9555'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9555'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3235 ***********************************************************************
 JU3235  TIDAL BM    -  This is a Tidal Bench Mark.
 JU3235  DESIGNATION -  OLDMAN
 JU3235  PID         -  JU3235
 JU3235  STATE/COUNTY-  NJ/GLOUCESTER
 JU3235  USGS QUAD   -  WOODSTOWN (1982)
 JU3235
 JU3235                         *CURRENT SURVEY CONTROL
 JU3235  ___________________________________________________________________
 JU3235* NAD 83(1996)-  39 42 58.09198(N)    075 21 38.65141(W)     ADJUSTED  
 JU3235* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3235  ___________________________________________________________________
 JU3235  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 JU3235  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JU3235
 JU3235  HORZ ORDER  -  SECOND
 JU3235
 JU3235.The horizontal coordinates were established by classical geodetic methods
 JU3235.and adjusted by the National Geodetic Survey in September 1999..
 JU3235
 JU3235.The orthometric height was scaled from a topographic map.
 JU3235
 JU3235.This Tidal Bench Mark is designated as VM 2816
 JU3235.by the Center for Operational Oceanographic Products and Services.
 JU3235
 JU3235.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3235
 JU3235.The geoid height was determined by GEOID03.
 JU3235
 JU3235;                    North         East     Units Scale Factor Converg.
 JU3235;SPC NJ       -    98,353.891    76,201.806   MT  0.99996703   -0 33 00.1
 JU3235;SPC NJ       -   322,682.72    250,005.43   sFT  0.99996703   -0 33 00.1
 JU3235;SPC PA S     -    45,276.131   804,854.170   MT  1.00004106   +1 33 00.5
 JU3235;SPC PA S     -   148,543.44  2,640,592.39   sFT  1.00004106   +1 33 00.5
 JU3235;UTM  18      - 4,396,314.134   469,080.477   MT  0.99961177   -0 13 49.8
 JU3235
 JU3235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3235!SPC NJ       -   1.00000494  x   0.99996703  =   0.99997197
 JU3235!SPC PA S     -   1.00000494  x   1.00004106  =   1.00004600
 JU3235!UTM  18      -   1.00000494  x   0.99961177  =   0.99961671
 JU3235
 JU3235|---------------------------------------------------------------------|
 JU3235| PID    Reference Object                     Distance      Geod. Az  |
 JU3235|                                                           dddmmss.s |
 JU3235| JU3234 AUBURN 1933 AZ MK                   260.002 METERS 20158     |
 JU3235| JU3236 AUBURN                              354.789 METERS 22307     |
 JU3235|---------------------------------------------------------------------|
 JU3235
 JU3235                          SUPERSEDED SURVEY CONTROL
 JU3235
 JU3235  NAD 83(1991)-  39 42 58.09054(N)    075 21 38.65034(W) AD(       ) 2
 JU3235  NAD 83(1986)-  39 42 58.08635(N)    075 21 38.65402(W) AD(       ) 2
 JU3235  NAD 27      -  39 42 57.68200(N)    075 21 39.96900(W) AD(       ) 2
 JU3235
 JU3235.Superseded values are not recommended for survey control.
 JU3235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3235.See file dsdata.txt to determine how the superseded data were derived.
 JU3235
 JU3235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6908096314(NAD 83)
 JU3235_MARKER: DS = TRIANGULATION STATION DISK
 JU3235_SETTING: 0 = UNSPECIFIED SETTING
 JU3235
 JU3235  HISTORY     - Date     Condition        Report By
 JU3235  HISTORY     - 1933     MONUMENTED       CGS
 JU3235  HISTORY     - 1965     GOOD             CGS
 JU3235  HISTORY     - 19981114 GOOD             USPSQD
 JU3235
 JU3235                          STATION DESCRIPTION
 JU3235
 JU3235'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3235'THIS STATION IS ON THE SOUTHEASTERLY CONCRETE RAILING OF BRIDGE
 JU3235'OVER OLDMANS CREEK ABOUT 0.65 MILE N OF AUBURN ON SWEDESBORO
 JU3235'ROAD.  THE STATION MARK IS A STANDARD DISK STAMPED OLDMAN 1933
 JU3235'SET IN TOP OF CONCRETE RAILING.
 JU3235'
 JU3235'A TRIANGULATION CONNECTION WAS MADE WITH STATION AUBURN AND
 JU3235'AUBURN AZIMUTH MARK.
 JU3235
 JU3235                          STATION RECOVERY (1965)
 JU3235
 JU3235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 JU3235'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 JU3235'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THE
 JU3235'DISTANCE SHOWN TO AUBURN AZ. MK. (AZ. MK.) OF 85.3 FEET IS
 JU3235'INCORRECT.
 JU3235
 JU3235                          STATION RECOVERY (1998)
 JU3235
 JU3235'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3329 ***********************************************************************
 JU3329  DESIGNATION -  OLDMAN USE 1934
 JU3329  PID         -  JU3329
 JU3329  STATE/COUNTY-  NJ/SALEM
 JU3329  USGS QUAD   -  MARCUS HOOK (1993)
 JU3329
 JU3329                         *CURRENT SURVEY CONTROL
 JU3329  ___________________________________________________________________
 JU3329* NAD 83(1996)-  39 46 18.73725(N)    075 26 52.14515(W)     ADJUSTED  
 JU3329* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3329  ___________________________________________________________________
 JU3329  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 JU3329  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU3329
 JU3329  HORZ ORDER  -  THIRD
 JU3329
 JU3329.The horizontal coordinates were established by classical geodetic methods
 JU3329.and adjusted by the National Geodetic Survey in September 1999..
 JU3329
 JU3329.The orthometric height was scaled from a topographic map.
 JU3329
 JU3329.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3329
 JU3329.The geoid height was determined by GEOID03.
 JU3329
 JU3329;                    North         East     Units Scale Factor Converg.
 JU3329;SPC NJ       -   104,616.951    68,800.898   MT  0.99998115   -0 36 23.0
 JU3329;SPC NJ       -   343,230.78    225,724.28   sFT  0.99998115   -0 36 23.0
 JU3329;SPC DE       -   196,700.823   197,331.041   MT  0.99999509   -0 01 11.7
 JU3329;SPC DE       -   645,342.62    647,410.26   sFT  0.99999509   -0 01 11.7
 JU3329;UTM  18      - 4,402,533.566   461,647.408   MT  0.99961811   -0 17 11.4
 JU3329
 JU3329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3329!SPC NJ       -   1.00000491  x   0.99998115  =   0.99998606
 JU3329!SPC DE       -   1.00000491  x   0.99999509  =   1.00000000
 JU3329!UTM  18      -   1.00000491  x   0.99961811  =   0.99962302
 JU3329
 JU3329                          SUPERSEDED SURVEY CONTROL
 JU3329
 JU3329  NAD 83(1991)-  39 46 18.73724(N)    075 26 52.14500(W) AD(       ) 3
 JU3329  NAD 83(1986)-  39 46 18.73300(N)    075 26 52.14771(W) AD(       ) 3
 JU3329  NAD 27      -  39 46 18.32500(N)    075 26 53.44900(W) AD(       ) 3
 JU3329
 JU3329.Superseded values are not recommended for survey control.
 JU3329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3329.See file dsdata.txt to determine how the superseded data were derived.
 JU3329
 JU3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6164702534(NAD 83)
 JU3329_MARKER: U = CONCRETE POST
 JU3329_SETTING: 0 = UNSPECIFIED SETTING
 JU3329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3329
 JU3329  HISTORY     - Date     Condition        Report By
 JU3329  HISTORY     - 1934     MONUMENTED       CGS
 JU3329  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3329
 JU3329                          STATION DESCRIPTION
 JU3329
 JU3329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JHB)
 JU3329'THE STATION WAS ESTABLISHED BY THE U.S. ARMY ENGINEERS.  IT IS IN
 JU3329'THE EXPLOSIVE AREA OF THE DELAWARE ORDNANCE DEPOT, ON THE NEW
 JU3329'JERSEY SHORE OF THE DELAWARE RIVER, ABOUT 200 FEET E OF THE
 JU3329'HIGH WATER LINE, AND ABOUT 400 FEET N OF THE MOST NORTHERLY OF THE
 JU3329'W ROW OF STOREHOUSES IN THE EXPLOSIVE AREA.  THE STATION IS ABOUT
 JU3329'50 FEET S OF THE EMBANKMENT SEPARATING THE DISPOSAL AREA OF THE
 JU3329'U.S. ARMY ENGINEERS FROM THE ORDNANCE DEPOT.
 JU3329'
 JU3329'THE STATION IS MARKED WITH A CONCRETE POST 6 INCHES SQUARE FLUSH
 JU3329'WITH THE GROUND.  A WOODEN TRIPOD ABOUT 35 FEET IN HEIGHT IS OVER
 JU3329'THE STATION.
 JU3329
 JU3329                          STATION RECOVERY (1946)
 JU3329
 JU3329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3329'A 1-HOUR SEARCH WAS MADE FOR THIS STATION.  THE WOODEN TRIPOD HAS
 JU3329'BEEN TORN OUT.  THE DESCRIPTION IS INADEQUATE.  STATION COULD NOT
 JU3329'BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1626 ***********************************************************************
 KU1626  DESIGNATION -  OPHIDIA
 KU1626  PID         -  KU1626
 KU1626  STATE/COUNTY-  NJ/BERGEN
 KU1626  USGS QUAD   -  YONKERS (1979)
 KU1626
 KU1626                         *CURRENT SURVEY CONTROL
 KU1626  ___________________________________________________________________
 KU1626* NAD 83(1996)-  40 58 39.55185(N)    073 54 50.20491(W)     ADJUSTED  
 KU1626* NAVD 88     -       166.306  (meters)     545.62   (feet)  ADJUSTED  
 KU1626  ___________________________________________________________________
 KU1626  LAPLACE CORR-           6.74  (seconds)                    DEFLEC99
 KU1626  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KU1626  DYNAMIC HT  -         166.246 (meters)     545.43  (feet)  COMP
 KU1626  MODELED GRAV-     980,256.0   (mgal)                       NAVD 88
 KU1626
 KU1626  HORZ ORDER  -  FIRST
 KU1626  VERT ORDER  -  SECOND    CLASS 0
 KU1626
 KU1626.The horizontal coordinates were established by classical geodetic methods
 KU1626.and adjusted by the National Geodetic Survey in September 1999..
 KU1626
 KU1626.The orthometric height was determined by differential leveling
 KU1626.and adjusted by the National Geodetic Survey in June 1991..
 KU1626
 KU1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU1626
 KU1626.The geoid height was determined by GEOID03.
 KU1626
 KU1626.The dynamic height is computed by dividing the NAVD 88
 KU1626.geopotential number by the normal gravity value computed on the
 KU1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1626.degrees latitude (g = 980.6199 gals.).
 KU1626
 KU1626.The modeled gravity was interpolated from observed gravity values.
 KU1626
 KU1626;                    North         East     Units Scale Factor Converg.
 KU1626;SPC NJ       -   238,231.538   199,319.617   MT  0.99992993   +0 23 03.6
 KU1626;SPC NJ       -   781,597.97    653,934.44   sFT  0.99992993   +0 23 03.6
 KU1626;SPC NY L     -    90,061.435   307,242.610   MT  0.99999737   +0 03 22.6
 KU1626;SPC NY L     -   295,476.56  1,008,011.80   sFT  0.99999737   +0 03 22.6
 KU1626;UTM  18      - 4,536,844.281   591,370.440   MT  0.99970275   +0 42 44.1
 KU1626
 KU1626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU1626!SPC NJ       -   0.99997883  x   0.99992993  =   0.99990876
 KU1626!SPC NY L     -   0.99997883  x   0.99999737  =   0.99997620
 KU1626!UTM  18      -   0.99997883  x   0.99970275  =   0.99968158
 KU1626
 KU1626:                Primary Azimuth Mark                     Grid Az
 KU1626:SPC NJ       -  OPHIDIA AZ MK RESET                      007 19 13.8
 KU1626:SPC NY L     -  OPHIDIA AZ MK RESET                      007 38 54.8
 KU1626:UTM  18      -  OPHIDIA AZ MK RESET                      006 59 33.3
 KU1626
 KU1626|---------------------------------------------------------------------|
 KU1626| PID    Reference Object                     Distance      Geod. Az  |
 KU1626|                                                           dddmmss.s |
 KU1626| CB7208 OPHIDIA AZ MK RESET                                0074217.4 |
 KU1626| CB7209 OPHIDIA RM 1                         17.304 METERS 01043     |
 KU1626| KU4049 OPHIDIA RM 5                         14.397 METERS 09709     |
 KU1626| CB7211 OPHIDIA RM 3                         25.381 METERS 19144     |
 KU1626| KU1625 OPHIDIA AZ MK                                      1961319.9 |
 KU1626| KU4054 ALPINE TELEVISION TOWER             APPROX. 2.0 KM 2011714.4 |
 KU1626| CB7210 OPHIDIA RM 2                         39.188 METERS 24621     |
 KU1626| KU4048 ALPINE SCOUT CAMP TANK              461.985 METERS 2903706.6 |
 KU1626| CB7212 OPHIDIA RM 4                         23.773 METERS 32202     |
 KU1626| LX4167 NYACK USAF RADAR DOME               APPROX. 8.1 KM 3514504.6 |
 KU1626|---------------------------------------------------------------------|
 KU1626
 KU1626                          SUPERSEDED SURVEY CONTROL
 KU1626
 KU1626  NAD 83(1996)-  40 58 39.55185(N)    073 54 50.20491(W) AD(       ) 1
 KU1626  NAD 83(1996)-  40 58 39.55246(N)    073 54 50.20573(W) AD(       ) 1
 KU1626  NAD 83(1992)-  40 58 39.55100(N)    073 54 50.20662(W) AD(       ) 1
 KU1626  NAD 83(1986)-  40 58 39.55379(N)    073 54 50.20461(W) AD(       ) 1
 KU1626  NAD 27      -  40 58 39.20218(N)    073 54 51.71245(W) AD(       ) 1
 KU1626  NGVD 29 (??/??/92)  166.61   (m)          546.6    (f) COMPUTED    2 0
 KU1626
 KU1626.Superseded values are not recommended for survey control.
 KU1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1626.See file dsdata.txt to determine how the superseded data were derived.
 KU1626
 KU1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9137036844(NAD 83)
 KU1626_MARKER: DS = TRIANGULATION STATION DISK
 KU1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU1626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU1626_STAMPING: OPHIDIA 1938
 KU1626_MARK LOGO: CGS   
 KU1626_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1626+STABILITY: SURFACE MOTION
 KU1626_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1626+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 KU1626
 KU1626  HISTORY     - Date     Condition        Report By
 KU1626  HISTORY     - 1938     MONUMENTED       CGS
 KU1626  HISTORY     - 1956     GOOD             NGS
 KU1626  HISTORY     - 1959     GOOD             CGS
 KU1626  HISTORY     - 1964     GOOD             CGS
 KU1626  HISTORY     - 1964     GOOD             CGS
 KU1626  HISTORY     - 1966     GOOD             CGS
 KU1626  HISTORY     - 19911219 GOOD             NJGS
 KU1626  HISTORY     - 19950915 MARK NOT FOUND   USPSQD
 KU1626  HISTORY     - 20060430 GOOD             GEOCAC
 KU1626
 KU1626                          STATION DESCRIPTION
 KU1626
 KU1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 KU1626'STATION IS ABOUT 10 MILES S OF NYACK, NEW YORK, 1.5 MILES N OF
 KU1626'ALPINE, NEW JERSEY, ON E SIDE OF U.S. 9W, APPROXIMATELY 300 METERS
 KU1626'S OF JUNCTION OF WHERE 9W LANES COME TOGETHER, AT PRIVATE
 KU1626'ENTRANCE TO DR. BURNETT ESTATE.  IT IS A STANDARD BRONZE DISK SET
 KU1626'IN CONCRETE PROJECTING 2 INCHES ABOVE GROUND.
 KU1626'
 KU1626'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KU1626'BRONZE DISKS SET IN CONCRETE, OUTCROPPING BEDROCK, AND A BOULDER.
 KU1626'
 KU1626'REFERENCE MARK NO.1 IS 56.775 FEET N OF STATION SET IN OUTCROPPING
 KU1626'ROCK.  REFERENCE MARK NO.2 IS 128.52 FEET W OF STATION SET IN BEDROCK.
 KU1626'
 KU1626'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE S OF STATION.  IT IS A
 KU1626'STANDARD BRONZE DISK SET IN ROCK CULVERT ON W SIDE OF ROAD.
 KU1626'
 KU1626'TO REACH STATION FROM PALISADES POST OFFICE, GO S ON 9W 2.5 MILES
 KU1626'TO A Y.  BEAR R AND GO 1.8 MILES TO A REVERSED Y.  CONTINUE 0.2
 KU1626'MILE TO STATION ON L AT GATE TO PRIVATE ESTATE.
 KU1626'
 KU1626'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KU1626
 KU1626                          STATION RECOVERY (1956)
 KU1626
 KU1626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 KU1626'2.4 MI NE FROM ALPINE.
 KU1626'0.2 MILE EAST ALONG CLOSTER DOCK ROAD FROM THE ALPINE METHODIST
 KU1626'CHURCH, 2.2 MILES NORTH ALONG U.S. HIGHWAY 9W, AT THE ENTRANCE
 KU1626'TO AN ESTATE, 54 FEET EAST AND ACROSS THE HIGHWAY FROM POWER POLE
 KU1626'NO. 20286, 29.7 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 20
 KU1626'FEET NORTHWEST OF THE CENTERLINE OF AN IRON GATE ACROSS DRIVEWAY
 KU1626'LEADING EAST, 8.1 FEET WEST OF A 6 FEET HIGH WIRE FENCE, SET IN
 KU1626'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KU1626
 KU1626                          STATION RECOVERY (1959)
 KU1626
 KU1626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JAW)
 KU1626'THE STATION AND AZIMUTH MARKS WERE RECOVERED.  BY C.D.M. IN 1938.
 KU1626'THE REFERENCE MARKS WERE NOT RECOVERED, BUT A THOROUGH SEARCH WAS
 KU1626'NOT MADE.  IT APPEARS THAT U.S. 9W HAS BEEN WIDENED SINCE 1938 AS
 KU1626'THE MARK IS NEAR THE EAST EDGE OF THE PAVEMENT.
 KU1626'
 KU1626'REACHED FROM THE ALPINE METHODIST CHURCH IN ALPINE AS FOLLOWS--GO
 KU1626'EAST 0.2 MILE ALONG CLOSTER DOCK ROAD, THENCE 2.2 MILES NORTH
 KU1626'ALONG U.S. 9 W TO A WIRE GATE ON RIGHT AND STATION ABOUT OPPOSITE
 KU1626'POWER POLE NO 20286.  (54 FT. FROM THE POWER POLE, 29.7 FEET EAST
 KU1626'OF THE CENTERLINE OF U.S. 9 W, 20 FEET NW OF THE CENTER OF THE
 KU1626'IRON GATE, 8.1 FEET WEST OF A 6 FT. WIRE FENCE, SET FLUSH.)
 KU1626'
 KU1626'OPHIDIA AZIMUTH IS 0.2 MILE SOUTH OF THE STATION, NEAR THE
 KU1626'JUNCTION OF A GRAVEL ROAD LEADING WEST, 25 FEET SOUTH OF THE
 KU1626'CENTERLINE OF THE GRAVEL ROAD, 24.0 FEET WEST OF THE CENTERLINE OF
 KU1626'U.S. 9 W, 6 FEET NORTH OF POWER POLE NO 20275, SET IN THE TOP OF
 KU1626'THE WEST HEADWALL OF A ROCK CULVERT, 1.0 FOOT ABOVE THE LEVEL OF
 KU1626'HIGHWAY.
 KU1626
 KU1626                          STATION RECOVERY (1964)
 KU1626
 KU1626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (MSF)
 KU1626'STATION WAS RECOVERED IN GOOD CONDITION.
 KU1626'
 KU1626'STATION IS LOCATED ON SYLVAN ROAD, 1000 FT BEFORE PEDESTRIAN
 KU1626'OVERPASS TO STATE LINE OVERLOOK.  TO NORTH (15 FT) AND WEST (5
 KU1626'FT) OF GATE IN FENCE WHERE OLD ROAD WAS.
 KU1626
 KU1626                          STATION RECOVERY (1964)
 KU1626
 KU1626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFK)
 KU1626'NO MEASUREMENT BETWEEN RMS, BUSY HIGHWAY.
 KU1626'
 KU1626'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 KU1626'THE DISTANCE TO REFERENCE MARK 2 DID NOT CHECK BY .05 FEET.  THE
 KU1626'DIRECTION TO REFERENCE MARK 2 WAS FOUND TO BE OFF 100 DEGREES.
 KU1626'THE AZIMUTH MARK WAS FOUND DESTROYED.  REFERENCE MARK 1 WAS
 KU1626'SEARCHED FOR, BUT WAS NOT RECOVERED AND SHOULD BE CONSIDERED
 KU1626'LOST.  A REFERENCE MARK 3, 4 AND A NEW AZIMUTH MARK WERE
 KU1626'ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 KU1626'
 KU1626'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF NYACK NEW YORK,
 KU1626'ABOUT 1-1/2 MILES NORTH OF ALPINE NEW JERSEY, ABOUT 1-3/4 MILES
 KU1626'SOUTH OF THE NEW JERSEY-NEW YORK STATE LINE, ABOUT 2-1/2 MILES
 KU1626'SOUTH OF PALISADES NEW YORK, ON THE EAST RIGHT-OF-WAY OF U.S.
 KU1626'HIGHWAY 9W.  IT IS 62 FEET NORTHEAST OF THE INTERSECTION OF U.S.
 KU1626'HIGHWAY 9W AND A DRIVEWAY WEST, 30 FEET EAST-SOUTHEAST OF THE
 KU1626'CENTERLINE OF HIGHWAY 9W, 20 FEET NORTH OF THE CENTER OF A WIRE
 KU1626'GATE, AND 8 FEET WEST-NORTHWEST OF A CYCLONE FENCE.  THE MONUMENT
 KU1626'PROJECTS 1 INCH AND THE DISK IS STAMPED OPHIDIA 1938.
 KU1626'
 KU1626'TO REACH FROM THE POST OFFICE IN PALISADES NEW YORK, GO EAST ON
 KU1626'OAK TREE ROAD FOR 0.1 MILE TO THE JUNCTION WITH U.S. HIGHWAY 9W.
 KU1626'TURN RIGHT AND GO SOUTH ON HIGHWAY 9W FOR 0.9 MILE TO THE NEW
 KU1626'JERSEY-NEW YORK STATE LINE.  CONTINUE SOUTH ON HIGHWAY 9W FOR 0.7
 KU1626'MILE TO A SIDE ROAD LEFT (ENTRANCE TO THE PALISADES PARKWAY)*.
 KU1626'CONTINUE SOUTH ON HIGHWAY 9W FOR 1.0 MILE TO A DRIVEWAY ON THE
 KU1626'RIGHT, A WIRE GATE ON THE LEFT AND THE STATION ON THE LEFT.
 KU1626'
 KU1626'REFERENCE MARK 2 IS 75 FEET WEST OF THE INTERSECTION OF HIGHWAY 9W
 KU1626'AND THE DRIVEWAY WEST, 24 FEET WEST OF A 14 INCH OAK TREE, AND 15
 KU1626'FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE DRIVEWAY.  THE
 KU1626'BOULDER IS A 3 X 8 FOOT AND PROJECTS ABOUT 16 INCHES.  THE DISK IS
 KU1626'STAMPED OPHIDIA NO 2 1938.
 KU1626'
 KU1626'REFERENCE MARK 3 IS 41 FEET SOUTHEAST OF THE INTERSECTION OF
 KU1626'HIGHWAY 9W AND THE DRIVEWAY WEST, 32 FEET EAST-SOUTHEAST OF THE
 KU1626'CENTERLINE OF HIGHWAY 9W, AND 6 FEET WEST-NORTHWEST OF THE CYCLONE
 KU1626'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED OPHIDIA NO 3
 KU1626'1938.
 KU1626'
 KU1626'REFERENCE MARK 4 IS 110 FEET NORTH OF THE INTERSECTION OF HIGHWAY
 KU1626'9W AND THE DRIVEWAY WEST, 41 FEET SOUTHWEST OF A POWER POLE, 31
 KU1626'FEET WEST-NORTHWEST OF THE CENTERLINE OF HIGHWAY 9W, AND 4 FEET
 KU1626'NORTHWEST OF A DITCH LINE.  THE MONUMENT PROJECTS 3 INCHES AND THE
 KU1626'DISK IS STAMPED OPHIDIA NO 4 1938.
 KU1626'
 KU1626'THE AZIMUTH MARK IS 83 FEET WEST OF AN 18 INCH OAK TREE, 80 FEET
 KU1626'NORTHEAST OF A 24 INCH OAK TREE, 46 FEET EAST-SOUTHEAST OF A TWIN
 KU1626'TRUNKED 18 INCH OAK TREE, AND 7 FEET WEST OF THE WEST CURB OF THE
 KU1626'SOUTH BOUND LANE OF THE PALISADES PARKWAY.  THE MONUMENT IS FLUSH
 KU1626'AND THE DISK IS STAMPED OPHIDIA 1938 RESET 1964.
 KU1626'
 KU1626'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON THE
 KU1626'PALISADES PARKWAY FOR 0.5 MILE TO A SIDE ROAD LEFT AND THE AZIMUTH
 KU1626'MARK ON THE RIGHT.
 KU1626'
 KU1626'HEIGHT OF LIGHT ABOVE STATION MARK 26.28 METERS.
 KU1626
 KU1626                          STATION RECOVERY (1966)
 KU1626
 KU1626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 KU1626'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 2, 3 AND 4 WERE
 KU1626'RECOVERED.  IN THE 1964 RECOVERY NOTE BY C.F.K.  REFERENCE MARK
 KU1626'NO. 5 WAS ESTABLISHED AND OCCUPIED AT THIS TIME.  SEE DESCRIPTION
 KU1626'THEREOF.
 KU1626
 KU1626                          STATION RECOVERY (1991)
 KU1626
 KU1626'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991 (ECB)
 KU1626'RECOVERED AS DESCRIBED.
 KU1626
 KU1626                          STATION RECOVERY (1995)
 KU1626
 KU1626'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU1626'MARK NOT FOUND.
 KU1626
 KU1626                          STATION RECOVERY (2006)
 KU1626
 KU1626'RECOVERY NOTE BY GEOCACHING 2006
 KU1626'LOCATED BY 1964 RECOVERY.  20 FEET NORTH OF THE CENTER OF A WIRE
 KU1626'GATE, AND 8 FEET WEST-NORTHWEST OF A CYCLONE FENCE.  DISK IS TWO
 KU1626'INCHES BELOW GROUND LEVEL.  DISK IS IN GOOD CONDITION.  RM2 AND RM4
 KU1626'LOCATED BY DESCRIPTION.  UNABLE TO LOCATE RM1 AND RM3.  RM3 IS
 KU1626'PROBABLY BELOW GRADE LEVEL.  RM5 IS BEHIND CYCLONE FENCE, AND NOT
 KU1626'RECOVEREY.
 KU1626'HAND-HELD GPS COORDINATES ARE AS FOLLOWS  OPHIDIA N 40 58 09.9 W 073
 KU1626'55 01.0.  RM2 N 40 58 39.2 W 073 54 51.6.  RM4 N 40 58 40.0 W 073 54
 KU1626'51.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1625 ***********************************************************************
 KU1625  DESIGNATION -  OPHIDIA AZ MK
 KU1625  PID         -  KU1625
 KU1625  STATE/COUNTY-  NJ/BERGEN
 KU1625  USGS QUAD   -  YONKERS (1979)
 KU1625
 KU1625                         *CURRENT SURVEY CONTROL
 KU1625  ___________________________________________________________________
 KU1625* NAD 83(1986)-  40 58 29.     (N)    073 54 53.     (W)     SCALED    
 KU1625* NAVD 88     -       164.665  (meters)     540.24   (feet)  ADJUSTED  
 KU1625  ___________________________________________________________________
 KU1625  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KU1625  DYNAMIC HT  -         164.605 (meters)     540.04  (feet)  COMP
 KU1625  MODELED GRAV-     980,256.3   (mgal)                       NAVD 88
 KU1625
 KU1625  VERT ORDER  -  SECOND    CLASS 0
 KU1625
 KU1625.The horizontal coordinates were scaled from a topographic map and have
 KU1625.an estimated accuracy of +/- 6 seconds.
 KU1625
 KU1625.The orthometric height was determined by differential leveling
 KU1625.and adjusted by the National Geodetic Survey in June 1991..
 KU1625
 KU1625.The geoid height was determined by GEOID03.
 KU1625
 KU1625.The dynamic height is computed by dividing the NAVD 88
 KU1625.geopotential number by the normal gravity value computed on the
 KU1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1625.degrees latitude (g = 980.6199 gals.).
 KU1625
 KU1625.The modeled gravity was interpolated from observed gravity values.
 KU1625
 KU1625;                    North         East    Units  Estimated Accuracy
 KU1625;SPC NJ       -   237,910.      199,260.      MT  (+/- 180 meters Scaled)
 KU1625
 KU1625                          SUPERSEDED SURVEY CONTROL
 KU1625
 KU1625  NGVD 29 (??/??/92)  164.973  (m)          541.25   (f) ADJ UNCH    2 0
 KU1625
 KU1625.Superseded values are not recommended for survey control.
 KU1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1625.See file dsdata.txt to determine how the superseded data were derived.
 KU1625
 KU1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL913365(NAD 83)
 KU1625_MARKER: DZ = AZIMUTH MARK DISK
 KU1625_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1625_SP_SET: CULVERT
 KU1625_STAMPING: OPHIDIA 1938
 KU1625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1625
 KU1625  HISTORY     - Date     Condition        Report By
 KU1625  HISTORY     - 1938     MONUMENTED       CGS
 KU1625  HISTORY     - 1956     GOOD             NGS
 KU1625  HISTORY     - 19920221 MARK NOT FOUND   NJGS
 KU1625
 KU1625                          STATION DESCRIPTION
 KU1625
 KU1625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1625'2.2 MI NE FROM ALPINE.
 KU1625'0.2 MILE EAST ALONG CLOSTER DOCK ROAD FROM THE ALPINE METHODIST
 KU1625'CHURCH, 2 MILES NORTH ALONG U.S. HIGHWAY 9W, AT THE JUNCTION OF A
 KU1625'GRAVEL ROAD LEADING WEST, 25 FEET SOUTH OF THE CENTERLINE OF THE
 KU1625'GRAVEL ROAD, 24.6 FEET WEST OF THE CENTERLINE OF HIGHWAY, 6 FEET
 KU1625'NORTH OF POWER POLE NO. 20275, SET IN TOP OF THE WEST HEADWALL
 KU1625'OF A ROCK CULVERT UNDER HIGHWAY, 1.6 FEET ABOVE THE LEVEL OF
 KU1625'HIGHWAY.
 KU1625
 KU1625                          STATION RECOVERY (1992)
 KU1625
 KU1625'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KU1625'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KU1625'SEARCH BY A TWO MAN PARTY.  PART OF THE CULVERT HEADWALL HAS BEEN
 KU1625'DEMOLISHED.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2987 ***********************************************************************
 JU2987  DESIGNATION -  ORIENTAL
 JU2987  PID         -  JU2987
 JU2987  STATE/COUNTY-  NJ/BURLINGTON
 JU2987  USGS QUAD   -  INDIAN MILLS (1977)
 JU2987
 JU2987                         *CURRENT SURVEY CONTROL
 JU2987  ___________________________________________________________________
 JU2987* NAD 83(1996)-  39 48 41.91193(N)    074 42 22.53843(W)     ADJUSTED  
 JU2987* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 JU2987  ___________________________________________________________________
 JU2987  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 JU2987  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU2987
 JU2987  HORZ ORDER  -  FIRST
 JU2987
 JU2987.The horizontal coordinates were established by classical geodetic methods
 JU2987.and adjusted by the National Geodetic Survey in September 1999..
 JU2987
 JU2987.The orthometric height was scaled from a topographic map.
 JU2987
 JU2987.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2987
 JU2987.The geoid height was determined by GEOID03.
 JU2987
 JU2987;                    North         East     Units Scale Factor Converg.
 JU2987;SPC NJ       -   108,622.954   132,340.065   MT  0.99990384   -0 07 55.4
 JU2987;SPC NJ       -   356,373.81    434,185.70   sFT  0.99990384   -0 07 55.4
 JU2987;UTM  18      - 4,406,892.951   525,142.277   MT  0.99960778   +0 11 17.1
 JU2987
 JU2987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2987!SPC NJ       -   0.99999784  x   0.99990384  =   0.99990168
 JU2987!UTM  18      -   0.99999784  x   0.99960778  =   0.99960562
 JU2987
 JU2987:                Primary Azimuth Mark                     Grid Az
 JU2987:SPC NJ       -  ORIENTAL AZ MK                           020 42 58.0
 JU2987:UTM  18      -  ORIENTAL AZ MK                           020 23 45.5
 JU2987
 JU2987|---------------------------------------------------------------------|
 JU2987| PID    Reference Object                     Distance      Geod. Az  |
 JU2987|                                                           dddmmss.s |
 JU2987| CB2804 ORIENTAL AZ MK                                     0203502.6 |
 JU2987| CB2805 ORIENTAL RM 1                        17.160 METERS 16011     |
 JU2987| CB2806 ORIENTAL RM 2                        17.315 METERS 25125     |
 JU2987|---------------------------------------------------------------------|
 JU2987
 JU2987                          SUPERSEDED SURVEY CONTROL
 JU2987
 JU2987  NAD 83(1986)-  39 48 41.90370(N)    074 42 22.53349(W) AD(       ) 1
 JU2987  NAD 27      -  39 48 41.48100(N)    074 42 23.96300(W) AD(       ) 1
 JU2987
 JU2987.Superseded values are not recommended for survey control.
 JU2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2987.See file dsdata.txt to determine how the superseded data were derived.
 JU2987
 JU2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2514206893(NAD 83)
 JU2987_MARKER: DS = TRIANGULATION STATION DISK
 JU2987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2987_STAMPING: ORIENTAL 1935
 JU2987_MARK LOGO: CGS   
 JU2987_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2987+STABILITY: SURFACE MOTION
 JU2987_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2987+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1990
 JU2987
 JU2987  HISTORY     - Date     Condition        Report By
 JU2987  HISTORY     - 1935     MONUMENTED       CGS
 JU2987  HISTORY     - 1947     GOOD             CGS
 JU2987  HISTORY     - 1979     GOOD             NGS
 JU2987  HISTORY     - 19900614 GOOD             NJGS
 JU2987
 JU2987                          STATION DESCRIPTION
 JU2987
 JU2987'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU2987'IN THE LOCALITY OF RED LION, ON THE SUMMIT OF A LOW ROUNDED HILL
 JU2987'AT THE EDGE OF A SMALL CLUMP OF OAK TREES, ON PROPERTY OWNED
 JU2987'JOINTLY BY THOMAS WARNER AND P. GRISCOMB, 4 PACES WEST OF A
 JU2987'2-INCH OAK WITH TRIANGULAR BLAZE, 8 PACES WEST OF CENTERLINE OF
 JU2987'ROAD AND 7 PACES NORTH OF A 2-INCH OAK WITH A TRIANGULAR
 JU2987'BLAZE, NOTE 1A AND 7A.
 JU2987'
 JU2987'REFERENCE MARK NO. 1 IS 56.30 FEET (17.160 METERS) SOUTHEAST OF
 JU2987'STATION, 3 PACES EAST OF CENTERLINE OF ROAD AND 5 PACES NORTH
 JU2987'OF 10-INCH OAK STUMP, NOTE 11A.
 JU2987'
 JU2987'REFERENCE MARK NO. 2 IS 56.80 FEET (17.315 METERS)
 JU2987'WEST-SOUTHWEST OF STATION, NOTE 11A.
 JU2987'
 JU2987'REFERENCE MARK NO. 1 IS APPROXIMATELY 80 FEET FROM REFERENCE
 JU2987'MARK NO. 2.  UNABLE TO MEASURE ACCURATELY BECAUSE LINE WAS
 JU2987'PARTIALLY OBSTRUCTED.
 JU2987'
 JU2987'AZIMUTH MARK IS 0.6 MILE NORTH-NORTHEAST FROM STATION.  TO
 JU2987'REACH AZIMUTH MARK, GO .55 MILE NORTHEAST ON ROAD LEADING TO
 JU2987'STATION TO T-ROAD AND TURN LEFT AND GO 0.3 MILE TO CROSS
 JU2987'ROAD.  THE MARK IS SET 12 PACES SOUTHEAST OF CENTERLINE OF
 JU2987'ROAD LEADING TO FARMHOUSE AND 8 PACES SOUTHWEST OF CENTERLINE
 JU2987'OF ROAD, NOTE 11A.
 JU2987'
 JU2987'TO REACH THE STATION FROM HAMMONTON, GO NORTH ON U.S. HIGHWAY
 JU2987'206 (STATE HIGHWAY 39) APPROXIMATELY 12 MILES TO A SIGN,
 JU2987'TABERNACLE 4, BEAR RIGHT AND GO 1.3 MILES TO T-ROAD JUNCTION,
 JU2987'TURN RIGHT AND GO 1.1 MILES AND TURN LEFT AT FARM ROAD AND GO
 JU2987'0.1 MILE TO STATION.
 JU2987'
 JU2987'A 64-FOOT TOWER WILL CLEAR ALL LINES.
 JU2987'
 JU2987'ALL MARKS PROJECT 6 INCHES.
 JU2987
 JU2987                          STATION RECOVERY (1947)
 JU2987
 JU2987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DLS)
 JU2987'STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 WERE
 JU2987'RECOVERED IN GOOD CONDITION.  AZIMUTH MARK WAS NOT SEARCHED
 JU2987'FOR.  DESCRIPTION IS ADEQUATE.
 JU2987
 JU2987                          STATION RECOVERY (1979)
 JU2987
 JU2987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 JU2987'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 JU2987'AS PREVIOUSLY DESCRIBED.  A NEW WITNESS POST WAS SET 2.5 FEET SOUTH
 JU2987'OF REFERENCE MARK ONE AND ALSO ONE WAS SET 2.2 FEET SOUTHWEST OF
 JU2987'REFERENCE MARK TWO.
 JU2987'
 JU2987'ORIENTAL REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 JU2987'MONUMENT.
 JU2987'
 JU2987'ORIENTAL REFERENCE MARK 2 IS A STANDARD DISK SET IN A SQUARE
 JU2987'CONCRETE MONUMENT.
 JU2987
 JU2987                          STATION RECOVERY (1990)
 JU2987
 JU2987'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 JU2987'THE STATION IS LOCATED IN TABERNACLE TOWNSHIP ON THE NORTH SIDE OF
 JU2987'TUCKERTON ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 JU2987'HIGHWAY 206 AND TUCKERTON ROAD, GO SOUTHEAST ON TUCKERTON ROAD FOR
 JU2987'1.60 MI (2.57 KM) TO A STONE DRIVEWAY LEADING NORTH ON THE HIGHEST
 JU2987'POINT OF TUCKETON ROAD.  TURN LEFT ON THE STONE DRIVEWAY ADJACENT TO
 JU2987'MAILBOX FOR HOUSE NUMBER 368, AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE
 JU2987'STATION ON THE LEFT.  THE STONE DRIVEWAY LEADING TO THE STATION IS
 JU2987'SOUTHEAST OF POLE NUMBER H28362 WHICH IS ACROSS THE ROAD.  THE STATION
 JU2987'IS 10.8 M (35.4 FT) NORTHWEST FROM THE CENTERLINE OF THE STONE DRIVE
 JU2987'LEADING TO THE TOP OF THE HILL, 0.7 M (2.3 FT) SOUTHEAST FROM A METAL
 JU2987'WITNESS POST, 17.15 M (56.27 FT) NORTH FROM REFERENCE MARK NUMBER 1,
 JU2987'17.25 M (56.59 FT) NORTHEAST FROM REFERENCE MARK NUMBER 2, 30.5 M
 JU2987'(100.1 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A GARAGE FOR HOUSE
 JU2987'NUMBER 366 AND 38.9 M (127.6 FT) NORTH FROM THE NORTHWEST CORNER OF
 JU2987'THE GARAGE.  THE STATION IS PROJECTING 3 INCHES ABOVE THE GROUND.  THE
 JU2987'STATION IS ALSO LOCATED 1.2 MI (1.9 KM) SOUTHEAST FROM THE CROSSROADS
 JU2987'OF ORIENTAL INDIAN MILLS TUCKERTON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5200 ***********************************************************************
 AI5200  DESIGNATION -  OSSEX
 AI5200  PID         -  AI5200
 AI5200  STATE/COUNTY-  NJ/MONMOUTH
 AI5200  USGS QUAD   -  ASBURY PARK (1989)
 AI5200
 AI5200                         *CURRENT SURVEY CONTROL
 AI5200  ___________________________________________________________________
 AI5200* NAD 83(1996)-  40 08 38.37062(N)    074 01 27.33197(W)     ADJUSTED  
 AI5200* NAVD 88     -        11.9    (meters)      39.     (feet)  VERTCON   
 AI5200  ___________________________________________________________________
 AI5200  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AI5200  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 AI5200
 AI5200  HORZ ORDER  -  THIRD
 AI5200
 AI5200.The horizontal coordinates were established by classical geodetic methods
 AI5200.and adjusted by the National Geodetic Survey in May 2000..
 AI5200
 AI5200.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI5200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI5200
 AI5200.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5200
 AI5200.The geoid height was determined by GEOID03.
 AI5200
 AI5200;                    North         East     Units Scale Factor Converg.
 AI5200;SPC NJ       -   145,609.589   190,535.934   MT  0.99992022   +0 18 24.2
 AI5200;SPC NJ       -   477,720.79    625,116.64   sFT  0.99992022   +0 18 24.2
 AI5200;UTM  18      - 4,444,195.399   583,114.446   MT  0.99968504   +0 37 44.8
 AI5200
 AI5200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5200!SPC NJ       -   1.00000331  x   0.99992022  =   0.99992353
 AI5200!UTM  18      -   1.00000331  x   0.99968504  =   0.99968835
 AI5200
 AI5200                          SUPERSEDED SURVEY CONTROL
 AI5200
 AI5200  NGVD 29 (05/18/00)   12.2    (m)           40.     (f) VERT ANG       
 AI5200
 AI5200.Superseded values are not recommended for survey control.
 AI5200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5200.See file dsdata.txt to determine how the superseded data were derived.
 AI5200
 AI5200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8311444195(NAD 83)
 AI5200_MARKER: DD = SURVEY DISK
 AI5200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5200+STABILITY: SURFACE MOTION
 AI5200
 AI5200  HISTORY     - Date     Condition        Report By
 AI5200  HISTORY     - 1988     MONUMENTED       NOSAMC
 AI5200
 AI5200                          STATION DESCRIPTION
 AI5200
 AI5200'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5200'THE STATION IS LOCATED IN SPRING LAKE, N.J. AT THE SE CORNER OF THE T
 AI5200'INTERSECTION OF OCEAN AVE AND LUDLOW AVENUE IN THE ROOF OF THE
 AI5200'NORTHERN MOST OF TWO PUBLIC BEACH PAVILLIONS. IT IS A STANDARD NOS
 AI5200'BRONZE DISK STAMPED---OCELOW 1988---, IT IS 2.777 M W FO THE EAST EDGE
 AI5200'OF TOP PORTION OF ROOF, 2.327 M M E OF THE W EDGE OF THE TOP PORTION
 AI5200'OF ROOF, 1.850 M S OF THE N EDGE OF THE TOP PORTION OF THE ROOF, 0.309
 AI5200'M E FO A COPPER CLAD VENT PIPE. CONTACT MORY ANNE COOGAN
 AI5200'ADMINISTRATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0657 ***********************************************************************
 KV0657  DESIGNATION -  OT
 KV0657  PID         -  KV0657
 KV0657  STATE/COUNTY-  NJ/MORRIS
 KV0657  USGS QUAD   -  MORRISTOWN (1981)
 KV0657
 KV0657                         *CURRENT SURVEY CONTROL
 KV0657  ___________________________________________________________________
 KV0657* NAD 83(1996)-  40 49 09.20708(N)    074 24 34.33150(W)     ADJUSTED  
 KV0657* NAVD 88     -        68.841  (meters)     225.86   (feet)  ADJUSTED  
 KV0657  ___________________________________________________________________
 KV0657  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 KV0657  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KV0657  DYNAMIC HT  -          68.811 (meters)     225.76  (feet)  COMP
 KV0657  MODELED GRAV-     980,194.8   (mgal)                       NAVD 88
 KV0657
 KV0657  HORZ ORDER  -  SECOND
 KV0657  VERT ORDER  -  SECOND    CLASS 0
 KV0657
 KV0657.The horizontal coordinates were established by classical geodetic methods
 KV0657.and adjusted by the National Geodetic Survey in September 1999..
 KV0657
 KV0657.The orthometric height was determined by differential leveling
 KV0657.and adjusted by the National Geodetic Survey in June 1991..
 KV0657
 KV0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0657
 KV0657.The geoid height was determined by GEOID03.
 KV0657
 KV0657.The dynamic height is computed by dividing the NAVD 88
 KV0657.geopotential number by the normal gravity value computed on the
 KV0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0657.degrees latitude (g = 980.6199 gals.).
 KV0657
 KV0657.The modeled gravity was interpolated from observed gravity values.
 KV0657
 KV0657;                    North         East     Units Scale Factor Converg.
 KV0657;SPC NJ       -   220,477.966   157,631.156   MT  0.99990072   +0 03 32.9
 KV0657;SPC NJ       -   723,351.46    517,161.55   sFT  0.99990072   +0 03 32.9
 KV0657;UTM  18      - 4,518,857.270   549,794.443   MT  0.99963052   +0 23 09.5
 KV0657
 KV0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0657!SPC NJ       -   0.99999433  x   0.99990072  =   0.99989506
 KV0657!UTM  18      -   0.99999433  x   0.99963052  =   0.99962486
 KV0657
 KV0657|---------------------------------------------------------------------|
 KV0657| PID    Reference Object                     Distance      Geod. Az  |
 KV0657|                                                           dddmmss.s |
 KV0657| KV0652 OT RM 1                              21.445 METERS 08312     |
 KV0657| KV4909 HAIT 1935 RM 3                      APPROX. 2.0 KM 1225716.3 |
 KV0657| KV0653 OT RM 2                              12.326 METERS 21410     |
 KV0657| KV4907 ANTENNA TELESCOPE 1960               86.778 METERS 29656     |
 KV0657| KV0658 ANTENNA ECC                          82.611 METERS 29756     |
 KV0657| KV0656 LAB                                  69.547 METERS 31533     |
 KV0657|---------------------------------------------------------------------|
 KV0657
 KV0657                          SUPERSEDED SURVEY CONTROL
 KV0657
 KV0657  NAD 83(1996)-  40 49 09.20705(N)    074 24 34.33153(W) AD(       ) 2
 KV0657  NAD 83(1986)-  40 49 09.20564(N)    074 24 34.33137(W) AD(       ) 2
 KV0657  NAD 27      -  40 49 08.84660(N)    074 24 35.78360(W) AD(       ) 2
 KV0657  NGVD 29 (??/??/??)   69.127  (m)          226.79   (f) ADJUSTED    2 0
 KV0657
 KV0657.Superseded values are not recommended for survey control.
 KV0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0657.See file dsdata.txt to determine how the superseded data were derived.
 KV0657
 KV0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4979418857(NAD 83)
 KV0657_MARKER: Z = SEE DESCRIPTION
 KV0657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0657_SP_SET: CONCRETE CYLINDER
 KV0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0657
 KV0657  HISTORY     - Date     Condition        Report By
 KV0657  HISTORY     - 1960     MONUMENTED       CGS
 KV0657  HISTORY     - 1960     GOOD             CGS
 KV0657  HISTORY     - 1966     MARK NOT FOUND   CGS
 KV0657  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0657
 KV0657                          STATION DESCRIPTION
 KV0657
 KV0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CWT)
 KV0657'THE STATION IS LOCATED IN THE NORTH SECTION OF THE BELL TELEPHONE
 KV0657'LABORATORIES ABOUT 0.5 MILE SOUTH OF WHIPPANY.
 KV0657'
 KV0657'TO REACH THE STATION FROM THE MAIN GATE TO THE BELL TELEPHONE
 KV0657'LABORATORIES, GO EAST ON THE MAIN ROAD FOR 0.15 MILE TO A SIDE
 KV0657'ROAD LEFT.  TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR 0.2 MILE
 KV0657'TO A STANDARD METAL WITNESS POST ON THE RIGHT AND THE STATION
 KV0657'ABOUT 196 FEET SOUTHEAST OF HERE.
 KV0657'
 KV0657'THE STATION, IS THE SOUTH ONE OF TWO ORIENTATION TARGET IN WHICH
 KV0657'ARE A CONCRETE CYLINDER WHICH PROJECTS ABOUT 9-1/2 FEET HIGH AND
 KV0657'ABOUT 3.8 FEET IN DIAMETER AND A CONNECTING STEEL CAT WALK BETWEEN
 KV0657'THE TWO.  THE POINT OBSERVED WAS THE CENTER OF A 2 INCH PIPE IN
 KV0657'WHICH THE ORIENTATION TARGETS ARE MOUNTED.  IT IS 42 FEET
 KV0657'SOUTHWEST OF THE HIGHWAY, 43 FEET NORTH-NORTHEAST OF THE ENTRANCE
 KV0657'TO BUILDING NUMBER 4-A, 52.2 FEET EAST-NORTHEAST OF THE
 KV0657'NORTHWEST CORNER OF BUILDING NUMBER 4-A, 196 FEET SOUTHEAST
 KV0657'OF A STANDARD METAL WITNESS POST AND MARKER.
 KV0657'
 KV0657'REFERENCE MARK 1, A STANDARD DISK STAMPED OT NO 1 1960, CEMENTED
 KV0657'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KV0657'SURFACE OF THE GROUND.  IT IS 11 FEET SOUTH OF THE FENCE LINE,
 KV0657'21 FEET SOUTH-SOUTHEAST OF POWER LINE POLE NUMBER 5-30, 23 FEET
 KV0657'NORTHEAST OF THE CENTER OF THE ROAD, 90 FEET EAST-NORTHEAST OF
 KV0657'THE NORTHEAST CORNER OF BUILDING NUMBER 4-A, 256 FEET SOUTHEAST
 KV0657'OF THE STANDARD WITNESS POST AND IS ABOUT 10 FEET LOWER THAN THE
 KV0657'STATION.
 KV0657'
 KV0657'REFERENCE MARK 2, A STANDARD DISK STAMPED OT NO 2 1960, CEMENTED
 KV0657'IN A DRILL HOLE IN THE CENTER OF A SQUARE CONCRETE FOUNDATION AT
 KV0657'THE NORTH ENTRANCE OF BUILDING NUMBER 4-A.  IT IS 4 FEET SOUTH OF
 KV0657'THE NORTHWEST CORNER OF BUILDING NUMBER 4-A, 2.5 FEET NORTHEAST
 KV0657'OF THE ENTRANCE.  25 FEET SOUTHEAST OF THE NORTHWEST CORNER OF
 KV0657'THE BUILDING, 228 FEET SOUTH-SOUTHEAST OF THE STANDARD WITNESS
 KV0657'POST AND IS ABOUT 9 FEET LOWER THAN THE STATION.
 KV0657'
 KV0657'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION AS TRIANGULATION
 KV0657'STATION HAIT RM 3, ANTENNA ECC AND LAB ARE VISIBLE FROM THE GROUND.
 KV0657'
 KV0657'HEIGHT OF LIGHT ABOVE STATION MARK 0.28 METER.
 KV0657
 KV0657                          STATION RECOVERY (1960)
 KV0657
 KV0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV0657'AT WHIPPANY.
 KV0657'AT THE BELL LABORATORIES IN WHIPPANY, NORTH OF BUILDING 4A,
 KV0657'THE BM IS THE TIP OF THE ORIENTATION TARGET WHICH IS SET IN
 KV0657'THE CENTER OF A 3.8 FOOT (IN DIAMETER) CONCRETE CYLINDER.  IT
 KV0657'PROJECTS ABOUT 9.6 FEET AND IS THE SOUTH ONE OF TWO CYLINDERS,
 KV0657'52.2 FEET EAST-NORTH EAST OF NORTH WEST CORNER OF BUILDING
 KV0657'4A, 42 FEET SOUTH WEST OF THE CENTERLINE OF BLACKTOP ROAD, 43
 KV0657'FEET NORTH-NORTH EAST OF DOOR TO BUILDING 4A, 196 FEET SOUTH
 KV0657'EAST OF STANDARD METAL WITNESS POST.
 KV0657
 KV0657                          STATION RECOVERY (1966)
 KV0657
 KV0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EP)
 KV0657'THIS STATION HAS BEEN DESTROYED.  WHEN THE ANTENNA WAS TORN OUT
 KV0657'THE ORIENTATION TARGETS WERE ALSO REMOVED.
 KV0657
 KV0657                          STATION RECOVERY (1985)
 KV0657
 KV0657'RECOVERY NOTE BY US POWER SQUADRON 1985 (CWK)
 KV0657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0652 ***********************************************************************
 KV0652  DESIGNATION -  OT RM 1
 KV0652  PID         -  KV0652
 KV0652  STATE/COUNTY-  NJ/MORRIS
 KV0652  USGS QUAD   -  MORRISTOWN (1981)
 KV0652
 KV0652                         *CURRENT SURVEY CONTROL
 KV0652  ___________________________________________________________________
 KV0652* NAD 83(1986)-  40 49 08.     (N)    074 24 35.     (W)     SCALED    
 KV0652* NAVD 88     -        65.228  (meters)     214.00   (feet)  ADJUSTED  
 KV0652  ___________________________________________________________________
 KV0652  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KV0652  DYNAMIC HT  -          65.200 (meters)     213.91  (feet)  COMP
 KV0652  MODELED GRAV-     980,194.8   (mgal)                       NAVD 88
 KV0652
 KV0652  VERT ORDER  -  SECOND    CLASS 0
 KV0652
 KV0652.The horizontal coordinates were scaled from a topographic map and have
 KV0652.an estimated accuracy of +/- 6 seconds.
 KV0652
 KV0652.The orthometric height was determined by differential leveling
 KV0652.and adjusted by the National Geodetic Survey in June 1991..
 KV0652
 KV0652.The geoid height was determined by GEOID03.
 KV0652
 KV0652.The dynamic height is computed by dividing the NAVD 88
 KV0652.geopotential number by the normal gravity value computed on the
 KV0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0652.degrees latitude (g = 980.6199 gals.).
 KV0652
 KV0652.The modeled gravity was interpolated from observed gravity values.
 KV0652
 KV0652;                    North         East    Units  Estimated Accuracy
 KV0652;SPC NJ       -   220,440.      157,620.      MT  (+/- 180 meters Scaled)
 KV0652
 KV0652                          SUPERSEDED SURVEY CONTROL
 KV0652
 KV0652  NGVD 29 (??/??/??)   65.514  (m)          214.94   (f) ADJUSTED    2 0
 KV0652
 KV0652.Superseded values are not recommended for survey control.
 KV0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0652.See file dsdata.txt to determine how the superseded data were derived.
 KV0652
 KV0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL497188(NAD 83)
 KV0652_MARKER: DR = REFERENCE MARK DISK
 KV0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0652_STAMPING: OT NO 1 1960
 KV0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0652+STABILITY: SURFACE MOTION
 KV0652
 KV0652  HISTORY     - Date     Condition        Report By
 KV0652  HISTORY     - 1960     MONUMENTED       CGS
 KV0652  HISTORY     - 1984     GOOD             USPSQD
 KV0652  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0652
 KV0652                          STATION DESCRIPTION
 KV0652
 KV0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV0652'AT WHIPPANY.
 KV0652'AT THE BELL LABORATORIES IN WHIPPANY, NORTH OF BUILDING 4A,
 KV0652'90 FEET EAST-NORTH EAST OF NORTH EAST CORNER OF BUILDING 4A,
 KV0652'23 FEET NORTH EAST OF THE CENTERLINE OF BLACKTOP ROAD, 11 FEET
 KV0652'SOUTH WEST OF FENCE LINE, 21 FEET SOUTH-SOUTH EAST OF POWER
 KV0652'LINE POLE 5-30, 256 FEET SOUTH EAST OF STANDARD METAL WITNESS
 KV0652'POST, FLUSH WITH THE GROUND.
 KV0652
 KV0652                          STATION RECOVERY (1984)
 KV0652
 KV0652'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0652'THE SURVEY SITE IS NOW AT AND T BELL LABORATORIES IN WHIPPANY,
 KV0652'BUILDING '4 A' IS NOW CALLED BUILDING '7 E'. MARK IS VERY NEARLY 100
 KV0652'FT. DUE EAST OF THE NORTHEAST CORNER OF BUILDING 7 E. THE WITNESS
 KV0652'POST WAS NOT FOUND.
 KV0652
 KV0652                          STATION RECOVERY (1985)
 KV0652
 KV0652'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0653 ***********************************************************************
 KV0653  DESIGNATION -  OT RM 2
 KV0653  PID         -  KV0653
 KV0653  STATE/COUNTY-  NJ/MORRIS
 KV0653  USGS QUAD   -  MORRISTOWN (1981)
 KV0653
 KV0653                         *CURRENT SURVEY CONTROL
 KV0653  ___________________________________________________________________
 KV0653* NAD 83(1986)-  40 49 08.     (N)    074 24 35.     (W)     SCALED    
 KV0653* NAVD 88     -        66.204  (meters)     217.20   (feet)  ADJUSTED  
 KV0653  ___________________________________________________________________
 KV0653  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KV0653  DYNAMIC HT  -          66.175 (meters)     217.11  (feet)  COMP
 KV0653  MODELED GRAV-     980,194.8   (mgal)                       NAVD 88
 KV0653
 KV0653  VERT ORDER  -  SECOND    CLASS 0
 KV0653
 KV0653.The horizontal coordinates were scaled from a topographic map and have
 KV0653.an estimated accuracy of +/- 6 seconds.
 KV0653
 KV0653.The orthometric height was determined by differential leveling
 KV0653.and adjusted by the National Geodetic Survey in June 1991..
 KV0653
 KV0653.The geoid height was determined by GEOID03.
 KV0653
 KV0653.The dynamic height is computed by dividing the NAVD 88
 KV0653.geopotential number by the normal gravity value computed on the
 KV0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0653.degrees latitude (g = 980.6199 gals.).
 KV0653
 KV0653.The modeled gravity was interpolated from observed gravity values.
 KV0653
 KV0653;                    North         East    Units  Estimated Accuracy
 KV0653;SPC NJ       -   220,440.      157,620.      MT  (+/- 180 meters Scaled)
 KV0653
 KV0653                          SUPERSEDED SURVEY CONTROL
 KV0653
 KV0653  NGVD 29 (??/??/??)   66.490  (m)          218.14   (f) ADJUSTED    2 0
 KV0653
 KV0653.Superseded values are not recommended for survey control.
 KV0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0653.See file dsdata.txt to determine how the superseded data were derived.
 KV0653
 KV0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL497188(NAD 83)
 KV0653_MARKER: DR = REFERENCE MARK DISK
 KV0653_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0653_SP_SET: CONCRETE FOUNDATION
 KV0653_STAMPING: OT NO 2 1960
 KV0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0653
 KV0653  HISTORY     - Date     Condition        Report By
 KV0653  HISTORY     - 1960     MONUMENTED       CGS
 KV0653  HISTORY     - 1984     GOOD             USPSQD
 KV0653  HISTORY     - 1985     GOOD             USPSQD
 KV0653
 KV0653                          STATION DESCRIPTION
 KV0653
 KV0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV0653'AT WHIPPANY.
 KV0653'AT THE BELL LABORATORIES IN WHIPPANY, SET IN A 5 FOOT BY 6 FOOT
 KV0653'CONCRETE FOUNDATION FOR THE ENTRANCE TO BUILDING 4A, PROJECTING
 KV0653'ABOUT 2 INCHES, 4 FOOT SOUTH OF NORTH WEST CORNER OF THE FOUNDATION,
 KV0653'25 FEET SOUTH EAST OF NORTH WEST CORNER OF BUILDING 4A, 2.5
 KV0653'FEET NORTH EAST OF ENTRANCE TO BUILDING 4A, 228 FEET SOUTH-SOUTH
 KV0653'EAST OF STANDARD METAL WITNESS POST, 8 FEET LOWER THAN STATION
 KV0653'POINT.
 KV0653
 KV0653                          STATION RECOVERY (1984)
 KV0653
 KV0653'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0653'THE SURVEY SITE IS NOW AT AND T BELL LABORATORIES IN WHIPPANY.
 KV0653'BUILDING '4 A' IS NOW BUILDING '7 E'. MARK IS NEARLY EAST OF THE
 KV0653'NORTHWEST CORNER OF BUILDING 7 E. THE WITNESS POST WAS NOT FOUND. THE
 KV0653'CONCRETE SLAB IN WHICH THE DISK IS SET IS IN POOR CONDITION IN SOME
 KV0653'AREAS, ONE AREA IS WITHIN 8 IN. OF THE DISK.
 KV0653
 KV0653                          STATION RECOVERY (1985)
 KV0653
 KV0653'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0653'BUILDING '4 A NOW REIDENTIFIELD AS BUILDING '7 E' WITNESS POST
 KV0653'GONE--SEE GUARD AT GATE FOR ACCESS TO GROUNDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2543 ***********************************************************************
 JU2543  DESIGNATION -  OUT
 JU2543  PID         -  JU2543
 JU2543  STATE/COUNTY-  NJ/SALEM
 JU2543  USGS QUAD   -  SALEM (1995)
 JU2543
 JU2543                         *CURRENT SURVEY CONTROL
 JU2543  ___________________________________________________________________
 JU2543* NAD 83(1996)-  39 35 04.13034(N)    075 29 31.73310(W)     ADJUSTED  
 JU2543* NAVD 88     -         1.     (meters)       3.     (feet)  VERTCON   
 JU2543  ___________________________________________________________________
 JU2543  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 JU2543  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JU2543
 JU2543  HORZ ORDER  -  THIRD
 JU2543
 JU2543.The horizontal coordinates were established by classical geodetic methods
 JU2543.and adjusted by the National Geodetic Survey in September 1999..
 JU2543.No horizontal observational check was made to the station.
 JU2543
 JU2543.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2543
 JU2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2543
 JU2543.The geoid height was determined by GEOID03.
 JU2543
 JU2543;                    North         East     Units Scale Factor Converg.
 JU2543;SPC NJ       -    83,853.871    64,773.067   MT  0.99998940   -0 37 56.1
 JU2543;SPC NJ       -   275,110.58    212,509.64   sFT  0.99998940   -0 37 56.1
 JU2543;SPC DE       -   175,897.473   193,515.484   MT  0.99999552   -0 02 53.2
 JU2543;SPC DE       -   577,090.29    634,892.05   sFT  0.99999552   -0 02 53.2
 JU2543;UTM  18      - 4,381,755.956   457,736.766   MT  0.99962199   -0 18 49.0
 JU2543
 JU2543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2543!SPC NJ       -   1.00000509  x   0.99998940  =   0.99999449
 JU2543!SPC DE       -   1.00000509  x   0.99999552  =   1.00000061
 JU2543!UTM  18      -   1.00000509  x   0.99962199  =   0.99962707
 JU2543
 JU2543                          SUPERSEDED SURVEY CONTROL
 JU2543
 JU2543  NAD 83(1991)-  39 35 04.12932(N)    075 29 31.73262(W) AD(       ) 3
 JU2543  NAD 83(1986)-  39 35 04.12173(N)    075 29 31.74083(W) AD(       ) 3
 JU2543  NGVD 29 (06/08/88)    1.     (m)            3.     (f) VERT ANG       
 JU2543
 JU2543.Superseded values are not recommended for survey control.
 JU2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2543.See file dsdata.txt to determine how the superseded data were derived.
 JU2543
 JU2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5773781756(NAD 83)
 JU2543_MARKER: DD = SURVEY DISK
 JU2543_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU2543_SP_SET: METAL PIPE AND CONCRETE SURROUND
 JU2543_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JU2543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2543
 JU2543  HISTORY     - Date     Condition        Report By
 JU2543  HISTORY     - 1984     MONUMENTED       NOS
 JU2543
 JU2543                          STATION DESCRIPTION
 JU2543
 JU2543'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2543'THE STATION IS LOCATED ON AN ERODED POINT OF LAND ON THE NORTH
 JU2543'SHORE OF SALEM RIVER WHERE FREAS ROAD COMES CLOSEST TO THE
 JU2543'RIVER.
 JU2543'
 JU2543'TO REACH THE STATION FROM THE MOUTH OF SALEM RIVER, GO BY BOAT UP
 JU2543'THE RIVER, TURNING NORTH AT THE NEW CUT AND CONTINUING UP THE
 JU2543'RIVER ABOUT 1.0 MILE, TO THE STATION AT THE NORTH SIDE OF THE
 JU2543'FIRST BEND TO THE EAST.
 JU2543'
 JU2543'THE STATION IS A STANDARD NOS DISK
 JU2543'STAMPED---OUT 1983---,
 JU2543'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 18 CM IN DIAMETER
 JU2543'RECESSED 8 CM BELOW THE GROUND.  IT IS LOCATED
 JU2543'2.70 METERS (8.86 FT) SOUTHWEST FROM A 12 INCH STUMP,
 JU2543'1.50 METERS (4.92 FT) WEST FROM A 3 INCH TWIN-TRUNKED CHERRY TREE
 JU2543'WITH A STANDARD NOS WITNESS POST SIGN NAILED TO IT, AND
 JU2543'0.82 METER (2.69 FT) EAST FROM A 10 INCH STUMP.
 JU2543'
 JU2543'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.54 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4657 ***********************************************************************
 KV4657  DESIGNATION -  OUTER
 KV4657  PID         -  KV4657
 KV4657  STATE/COUNTY-  NJ/MIDDLESEX
 KV4657  USGS QUAD   -  ARTHUR KILL (1981)
 KV4657
 KV4657                         *CURRENT SURVEY CONTROL
 KV4657  ___________________________________________________________________
 KV4657* NAD 83(1996)-  40 31 28.79948(N)    074 14 52.15344(W)     ADJUSTED  
 KV4657* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 KV4657  ___________________________________________________________________
 KV4657  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 KV4657  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KV4657
 KV4657  HORZ ORDER  -  THIRD
 KV4657
 KV4657.The horizontal coordinates were established by classical geodetic methods
 KV4657.and adjusted by the National Geodetic Survey in September 1999..
 KV4657
 KV4657.The orthometric height was scaled from a topographic map.
 KV4657
 KV4657.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4657
 KV4657.The geoid height was determined by GEOID03.
 KV4657
 KV4657;                    North         East     Units Scale Factor Converg.
 KV4657;SPC NJ       -   187,797.938   171,366.743   MT  0.99990562   +0 09 49.9
 KV4657;SPC NJ       -   616,133.73    562,225.72   sFT  0.99990562   +0 09 49.9
 KV4657;SPC NY L     -    39,783.860   279,000.313   MT  1.00001094   -0 09 43.5
 KV4657;SPC NY L     -   130,524.21    915,353.53   sFT  1.00001094   -0 09 43.5
 KV4657;UTM  18      - 4,486,264.466   563,712.017   MT  0.99964996   +0 29 19.6
 KV4657
 KV4657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4657!SPC NJ       -   1.00000043  x   0.99990562  =   0.99990605
 KV4657!SPC NY L     -   1.00000043  x   1.00001094  =   1.00001137
 KV4657!UTM  18      -   1.00000043  x   0.99964996  =   0.99965039
 KV4657
 KV4657:                Primary Azimuth Mark                     Grid Az
 KV4657:SPC NJ       -  OUTER AZ MK                              085 43 30.7
 KV4657:SPC NY L     -  OUTER AZ MK                              086 03 04.1
 KV4657:UTM  18      -  OUTER AZ MK                              085 24 01.0
 KV4657
 KV4657|---------------------------------------------------------------------|
 KV4657| PID    Reference Object                     Distance      Geod. Az  |
 KV4657|                                                           dddmmss.s |
 KV4657| CF3206 OUTER AZ MK                                        0855320.6 |
 KV4657| CF3207 OUTER RM 1                            8.286 METERS 08623     |
 KV4657| KV4638 SEQUINE PT SS W DENT MFG CHIM       APPROX. 4.6 KM 1085731.4 |
 KV4657| KV4619 MOUNT LORETTO ORPHANAGE CHIM        APPROX. 2.6 KM 1205211.7 |
 KV4657| KV4620 MOUNT LORETTO ORPHANAGE CH          APPROX. 2.7 KM 1223159.2 |
 KV4657| KV4658 PRINCESS BAY LH ECC 2               APPROX. 3.5 KM 1225445.7 |
 KV4657| KV4621 MOUNT LORETTO ORPHANAGE CUP         APPROX. 3.3 KM 1331513.1 |
 KV4657| KV4872 ST PETERS CHURCH                    APPROX. 2.8 KM 2122643.1 |
 KV4657| KV5402 SOUTH AMBOY SEABOARD CHIM 1962      APPROX. 4.8 KM 2123720.3 |
 KV4657| KV5403 S AMBOY JERSEY C PWR STACK NEW      APPROX. 4.7 KM 2180038.1 |
 KV4657| KV4857 PERTH AMBOY GENERAL CABLE TK        APPROX. 1.7 KM 2230244.3 |
 KV4657| KV4855 PERTH AMBOY FORD PORCELAIN TK       APPROX. 2.8 KM 2453238.6 |
 KV4657| CF3208 OUTER RM 2                            8.637 METERS 26525     |
 KV4657|---------------------------------------------------------------------|
 KV4657
 KV4657                          SUPERSEDED SURVEY CONTROL
 KV4657
 KV4657  NAD 83(1996)-  40 31 28.79950(N)    074 14 52.15355(W) AD(       ) 3
 KV4657  NAD 83(1986)-  40 31 28.79972(N)    074 14 52.15050(W) AD(       ) 3
 KV4657  NAD 27      -  40 31 28.41979(N)    074 14 53.62830(W) AD(       ) 3
 KV4657
 KV4657.Superseded values are not recommended for survey control.
 KV4657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4657.See file dsdata.txt to determine how the superseded data were derived.
 KV4657
 KV4657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6371286264(NAD 83)
 KV4657_MARKER: DS = TRIANGULATION STATION DISK
 KV4657_SETTING: 0 = UNSPECIFIED SETTING
 KV4657
 KV4657  HISTORY     - Date     Condition        Report By
 KV4657  HISTORY     - 1962     MONUMENTED       CGS
 KV4657
 KV4657                          STATION DESCRIPTION
 KV4657
 KV4657'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV4657'IT IS NEAR THE CENTER OF THE OUTER BRIDGE CROSSING BETWEEN NEW
 KV4657'JERSEY AND STATEN ISLAND ABOUT 0.05 OF A MILE WEST OF THE NEW JERSEY
 KV4657'AND NEW YORK STATE LINE.  IT IS 29 FEET SOUTH OF THE CENTERLINE OF
 KV4657'THE BIRDGE, 16 FEET NORTHEAST OF LIGHT POLE 72 AND 2 FEET NORTH OF
 KV4657'THE SOUTH RAILING OF THE BRIDGE.  THE DISK IS A STANDARD
 KV4657'TRIANGULATION STATION DISK SET IN A DRILL HOLE IN THE SOUTH CONCRETE
 KV4657'SIDEWALK OF THE BRIDGE AND IS STAMPED---OUTER 1962---.
 KV4657'
 KV4657'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE SIDEWALK
 KV4657'FOR 0.05 MILE TO THE NEW YORK STATE LINE.  CONTINUE EAST ON THE
 KV4657'SIDEWALK FRO 0.1 MILE TO THE AZIMUTH MARK.
 KV4657'
 KV4657'REFERENCE MARK 1 IS 44 FEET EAST OF THE LIGHT POLE 72, 29 FEET SOUTH
 KV4657'OF THE CENTERLINE OF THE BRIDGE AND 2 FEET NORTH OF THE SOUTH RAIL.
 KV4657'IT IS A STANDARD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 KV4657'CONCRETE SIDEWALK OF THE BRIDGE AND IS STAMPED---OUTER NO 1 1962---.
 KV4657'
 KV4657'REFERENCE MARK 2 IS 29 FEET SOUTH OF THE CENTERLINE OF THE BRIDGE,
 KV4657'12 FEET NORTHWEST OF THE LIGHT POLE AND 2 FEET NORTH OF THE SOUTH
 KV4657'RAIL.  IT IS A STANDARD REFERENCE MARK DISK SET IN A DRILL HOLE IN
 KV4657'THE CONCRETE SIDEWALK OF THE BRIDGE AND IS STAMPED---OUTER NO 2
 KV4657'1962---.
 KV4657'
 KV4657'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE CENTERLINE OF THE BRIDGE,
 KV4657'12 FEET NORTHWEST OF LIGHT POLE 60 AND 2 FEET NORTH OF THE RAILING.
 KV4657'IT IS A STANDARD AZIMUTH MARK DISK SET IN A DRILL HOLE IN THE
 KV4657'CONCRETE SIDEWALK AND IS STAMPED---OUTER 1962---.
 KV4657'
 KV4657'HEIGHT OF LIGHT ABOVE STATION MARK--1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6498 ***********************************************************************
 KV6498  DESIGNATION -  OUTERBRIDGE REACH RNG FR LT
 KV6498  PID         -  KV6498
 KV6498  STATE/COUNTY-  NJ/MIDDLESEX
 KV6498  USGS QUAD   -  PERTH AMBOY (1981)
 KV6498
 KV6498                         *CURRENT SURVEY CONTROL
 KV6498  ___________________________________________________________________
 KV6498* NAD 83(1996)-  40 33 06.44548(N)    074 15 12.66582(W)     ADJUSTED  
 KV6498* NAVD 88     -         8.5    (meters)      28.     (feet)  VERTCON   
 KV6498  ___________________________________________________________________
 KV6498  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 KV6498  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV6498
 KV6498  HORZ ORDER  -  THIRD
 KV6498
 KV6498.The horizontal coordinates were established by classical geodetic methods
 KV6498.and adjusted by the National Geodetic Survey in September 1999..
 KV6498
 KV6498.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6498
 KV6498.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6498
 KV6498.The geoid height was determined by GEOID03.
 KV6498
 KV6498;                    North         East     Units Scale Factor Converg.
 KV6498;SPC NJ       -   190,808.248   170,875.550   MT  0.99990536   +0 09 36.9
 KV6498;SPC NJ       -   626,010.06    560,614.20   sFT  0.99990536   +0 09 36.9
 KV6498;SPC NY L     -    42,797.230   278,526.207   MT  1.00000838   -0 09 57.0
 KV6498;SPC NY L     -   140,410.58    913,798.06   sFT  1.00000838   -0 09 57.0
 KV6498;UTM  18      - 4,489,271.172   563,203.887   MT  0.99964917   +0 29 07.2
 KV6498
 KV6498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6498!SPC NJ       -   1.00000377  x   0.99990536  =   0.99990913
 KV6498!SPC NY L     -   1.00000377  x   1.00000838  =   1.00001215
 KV6498!UTM  18      -   1.00000377  x   0.99964917  =   0.99965294
 KV6498
 KV6498                          SUPERSEDED SURVEY CONTROL
 KV6498
 KV6498  NAD 83(1996)-  40 33 06.44548(N)    074 15 12.66582(W) AD(       ) 4
 KV6498  NAD 83(1986)-  40 33 06.44560(N)    074 15 12.66499(W) AD(       ) 4
 KV6498  NGVD 29 (09/24/91)    8.8    (m)           29.     (f) VERT ANG       
 KV6498
 KV6498.Superseded values are not recommended for survey control.
 KV6498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6498.See file dsdata.txt to determine how the superseded data were derived.
 KV6498
 KV6498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6320489271(NAD 83)
 KV6498_MARKER: 14 = NAVIGATION LIGHT
 KV6498
 KV6498  HISTORY     - Date     Condition        Report By
 KV6498  HISTORY     - 1985     FIRST OBSERVED   B+OINC
 KV6498
 KV6498                          STATION DESCRIPTION
 KV6498
 KV6498'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6498'PUBLISHED IN COAST GUARD LIGHT LIST AS LIGHT NO. 1743.
 KV6498'
 KV6498'STATION IS LOCATED ON THE SHORE OF THE ARTHUR KILL RIVER JUST EAST OF
 KV6498'WHERE SMITH CREEK ENTERS THE RIVER ABOUT 0.4 MILE WEST OF A POWER
 KV6498'PLANT AND 0.4 MILE EAST OF SEWAREN, NEW JERSEY.  STATION IS THE CENTER
 KV6498'OF THE DIRECTIONAL LIGHT THAT IS MOUNTED ON THE TOP OF A 20-FOOT
 KV6498'SKELETON TOWER THAT IS ABOUT 50 FEET NORTH OF THE HIGH WATER LINE.  A
 KV6498'KRW MARKER IS ATTACHED TO THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6499 ***********************************************************************
 KV6499  DESIGNATION -  OUTERBRIDGE REACH RNG R LT
 KV6499  PID         -  KV6499
 KV6499  STATE/COUNTY-  NJ/MIDDLESEX
 KV6499  USGS QUAD   -  PERTH AMBOY (1981)
 KV6499
 KV6499                         *CURRENT SURVEY CONTROL
 KV6499  ___________________________________________________________________
 KV6499* NAD 83(1996)-  40 33 13.57978(N)    074 15 14.05314(W)     ADJUSTED  
 KV6499* NAVD 88     -        13.8    (meters)      45.     (feet)  VERTCON   
 KV6499  ___________________________________________________________________
 KV6499  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 KV6499  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV6499
 KV6499  HORZ ORDER  -  THIRD
 KV6499
 KV6499.The horizontal coordinates were established by classical geodetic methods
 KV6499.and adjusted by the National Geodetic Survey in September 1999..
 KV6499
 KV6499.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6499
 KV6499.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6499
 KV6499.The geoid height was determined by GEOID03.
 KV6499
 KV6499;                    North         East     Units Scale Factor Converg.
 KV6499;SPC NJ       -   191,028.199   170,842.297   MT  0.99990535   +0 09 36.0
 KV6499;SPC NJ       -   626,731.68    560,505.10   sFT  0.99990535   +0 09 36.0
 KV6499;SPC NY L     -    43,017.390   278,494.203   MT  1.00000820   -0 09 57.9
 KV6499;SPC NY L     -   141,132.89    913,693.06   sFT  1.00000820   -0 09 57.9
 KV6499;UTM  18      - 4,489,490.874   563,169.396   MT  0.99964912   +0 29 06.4
 KV6499
 KV6499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6499!SPC NJ       -   1.00000293  x   0.99990535  =   0.99990827
 KV6499!SPC NY L     -   1.00000293  x   1.00000820  =   1.00001113
 KV6499!UTM  18      -   1.00000293  x   0.99964912  =   0.99965204
 KV6499
 KV6499                          SUPERSEDED SURVEY CONTROL
 KV6499
 KV6499  NAD 83(1996)-  40 33 13.57977(N)    074 15 14.05314(W) AD(       ) 4
 KV6499  NAD 83(1986)-  40 33 13.57985(N)    074 15 14.05233(W) AD(       ) 4
 KV6499  NGVD 29 (09/24/91)   14.2    (m)           47.     (f) VERT ANG       
 KV6499
 KV6499.Superseded values are not recommended for survey control.
 KV6499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6499.See file dsdata.txt to determine how the superseded data were derived.
 KV6499
 KV6499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6316989491(NAD 83)
 KV6499_MARKER: 14 = NAVIGATION LIGHT
 KV6499
 KV6499  HISTORY     - Date     Condition        Report By
 KV6499  HISTORY     - 1985     FIRST OBSERVED   B+OINC
 KV6499
 KV6499                          STATION DESCRIPTION
 KV6499
 KV6499'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6499'PUBLISHED IN THE COAST GUARD LIGHT LIST AS LIGHT NO. 1744.
 KV6499'
 KV6499'THE STATION IS LOCATED ABOUT 800 FEET NORTH OF THE ARTHUR KILL RIVER,
 KV6499'400 FEET EAST OF SMITH CREEK AND ABOUT 1500 FEET NORTH OF THE
 KV6499'ENTRANCE OF SMITH CREEK INTO THE ARTHUR KILL RIVER AND JUST EAST
 KV6499'OF SEWAREN, N.J.  STATION IS THE CENTER OF THE DIRECTION LIGHT THAT
 KV6499'IS MOUNTED AT THE TOP OF A SKELETON TOWER THAT IS APPROXIMATELY
 KV6499'35 FEET IN HEIGHT.  A KRW MARKER IS ATTACHED TO THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2544 ***********************************************************************
 JU2544  DESIGNATION -  OVER
 JU2544  PID         -  JU2544
 JU2544  STATE/COUNTY-  NJ/SALEM
 JU2544  USGS QUAD   -  DELAWARE CITY (1993)
 JU2544
 JU2544                         *CURRENT SURVEY CONTROL
 JU2544  ___________________________________________________________________
 JU2544* NAD 83(1996)-  39 34 05.05613(N)    075 30 29.10570(W)     ADJUSTED  
 JU2544* NAVD 88     -         1.0    (meters)       3.     (feet)  VERTCON   
 JU2544  ___________________________________________________________________
 JU2544  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 JU2544  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JU2544
 JU2544  HORZ ORDER  -  THIRD
 JU2544
 JU2544.The horizontal coordinates were established by classical geodetic methods
 JU2544.and adjusted by the National Geodetic Survey in September 1999..
 JU2544
 JU2544.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2544
 JU2544.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2544
 JU2544.The geoid height was determined by GEOID03.
 JU2544
 JU2544;                    North         East     Units Scale Factor Converg.
 JU2544;SPC NJ       -    82,047.339    63,383.621   MT  0.99999234   -0 38 31.9
 JU2544;SPC NJ       -   269,183.64    207,951.10   sFT  0.99999234   -0 38 31.9
 JU2544;SPC DE       -   174,076.862   192,144.518   MT  0.99999576   -0 03 29.6
 JU2544;SPC DE       -   571,117.17    630,394.14   sFT  0.99999576   -0 03 29.6
 JU2544;UTM  18      - 4,379,942.394   456,357.894   MT  0.99962345   -0 19 25.1
 JU2544
 JU2544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2544!SPC NJ       -   1.00000508  x   0.99999234  =   0.99999742
 JU2544!SPC DE       -   1.00000508  x   0.99999576  =   1.00000084
 JU2544!UTM  18      -   1.00000508  x   0.99962345  =   0.99962853
 JU2544
 JU2544                          SUPERSEDED SURVEY CONTROL
 JU2544
 JU2544  NAD 83(1991)-  39 34 05.05560(N)    075 30 29.10607(W) AD(       ) 3
 JU2544  NAD 83(1986)-  39 34 05.04817(N)    075 30 29.11455(W) AD(       ) 3
 JU2544  NGVD 29 (06/08/88)    1.3    (m)            4.     (f) VERT ANG       
 JU2544
 JU2544.Superseded values are not recommended for survey control.
 JU2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2544.See file dsdata.txt to determine how the superseded data were derived.
 JU2544
 JU2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5635879942(NAD 83)
 JU2544_MARKER: DD = SURVEY DISK
 JU2544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU2544_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JU2544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2544+STABILITY: SURFACE MOTION
 JU2544
 JU2544  HISTORY     - Date     Condition        Report By
 JU2544  HISTORY     - 1984     MONUMENTED       NOS
 JU2544
 JU2544                          STATION DESCRIPTION
 JU2544
 JU2544'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2544'THE STATION IS LOCATED ON A SANDY BEACH ON THE SOUTH SHORE OF THE
 JU2544'SALEM RIVER AT THE RIVERS MOUTH.
 JU2544'
 JU2544'TO REACH THE STATION FROM
 JU2544'THE MOUTH O SALEM RIVER, GO BY BOAT SOUTH
 JU2544'TO THE SHORELINE.
 JU2544'
 JU2544'THE STATION IS A STANDARD NOS DISK
 JU2544'STAMPED---OVER 1983---,
 JU2544'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 JU2544'FLUSH WITH GROUND.  IT IS LOCATED
 JU2544'7.30 METERS (27.80 FT) NORTH FROM AN NOS WITNESS POST SIGN NAILED
 JU2544'TO A 14 INCH POPLAR TREE.
 JU2544'
 JU2544'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.58 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2735 ***********************************************************************
 JU2735  DESIGNATION -  OYSTER
 JU2735  PID         -  JU2735
 JU2735  STATE/COUNTY-  NJ/ATLANTIC
 JU2735  USGS QUAD   -  NEW GRETNA (1977)
 JU2735
 JU2735                         *CURRENT SURVEY CONTROL
 JU2735  ___________________________________________________________________
 JU2735* NAD 83(1996)-  39 30 22.95699(N)    074 24 41.87924(W)     ADJUSTED  
 JU2735* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2735  ___________________________________________________________________
 JU2735  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 JU2735  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JU2735
 JU2735  HORZ ORDER  -  THIRD
 JU2735
 JU2735.The horizontal coordinates were established by classical geodetic methods
 JU2735.and adjusted by the National Geodetic Survey in September 1999..
 JU2735
 JU2735.The orthometric height was scaled from a topographic map.
 JU2735
 JU2735.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2735
 JU2735.The geoid height was determined by GEOID03.
 JU2735
 JU2735;                    North         East     Units Scale Factor Converg.
 JU2735;SPC NJ       -    74,716.701   157,599.283   MT  0.99990071   +0 03 22.4
 JU2735;SPC NJ       -   245,133.04    517,056.98   sFT  0.99990071   +0 03 22.4
 JU2735;UTM  18      - 4,373,137.450   550,582.752   MT  0.99963150   +0 22 27.5
 JU2735
 JU2735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2735!SPC NJ       -   1.00000520  x   0.99990071  =   0.99990591
 JU2735!UTM  18      -   1.00000520  x   0.99963150  =   0.99963670
 JU2735
 JU2735:                Primary Azimuth Mark                     Grid Az
 JU2735:SPC NJ       -  TUCKERTON RADIO TOWER                    031 06 32.9
 JU2735:UTM  18      -  TUCKERTON RADIO TOWER                    030 47 27.8
 JU2735
 JU2735|---------------------------------------------------------------------|
 JU2735| PID    Reference Object                     Distance      Geod. Az  |
 JU2735|                                                           dddmmss.s |
 JU2735| JU2721 TUCKERTON RADIO TOWER               APPROX. 6.8 KM 0310955.3 |
 JU2735| CB2807 OYSTER RM 1                          28.803 METERS 11014     |
 JU2735| CB2808 OYSTER RM 2                          27.493 METERS 18818     |
 JU2735|---------------------------------------------------------------------|
 JU2735
 JU2735                          SUPERSEDED SURVEY CONTROL
 JU2735
 JU2735  NAD 83(1986)-  39 30 22.94975(N)    074 24 41.87256(W) AD(       ) 3
 JU2735  NAD 27      -  39 30 22.52600(N)    074 24 43.34000(W) AD(       ) 3
 JU2735
 JU2735.Superseded values are not recommended for survey control.
 JU2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2735.See file dsdata.txt to determine how the superseded data were derived.
 JU2735
 JU2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5058373137(NAD 83)
 JU2735_MARKER: DS = TRIANGULATION STATION DISK
 JU2735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2735
 JU2735  HISTORY     - Date     Condition        Report By
 JU2735  HISTORY     - 1935     MONUMENTED       CGS
 JU2735  HISTORY     - 1950     GOOD             CGS
 JU2735  HISTORY     - 1962     POOR             CGS
 JU2735
 JU2735                          STATION DESCRIPTION
 JU2735
 JU2735'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2735'BEGINNING AT THE JUNCTION OF U.S. HIGHWAY 30 (N.J. 43) AND
 JU2735'U.S. HIGHWAY 9 (N.J. 4) AT ABSECON, PROCEED N ON U.S. HIGHWAY 9
 JU2735'(N.J. 4) FOR 3.8 MILES TO OCEANVILLE.  TAKE RIGHT (E) FORK TO
 JU2735'OYSTER CREEK OR THE END OF THE ROAD.  TURN OFF 300 FEET FROM THE
 JU2735'END OF THE ROAD INTO THE GRAVEL ROAD ACROSS THE MARSH AND
 JU2735'PARELLELING OYSTER CREEK.  WALK ALONG CREEK BANK TO THE
 JU2735'STATION.  STATION IS ON A 5-FOOT SHELL BANK, ABOUT 150 METERS
 JU2735'FROM THE MOUTH OF THE CREEK.  STATION AND REFERENCE MARKS
 JU2735'STAMPED OYSTER-1935 AND NO. 1 AND NO. 2 RESPECTIVELY.  ALL
 JU2735'MARKS PROTRUDE 8 INCHES ABOVE GROUND AND ARE SET ON WOODEN 2X4
 JU2735'PILES.
 JU2735'
 JU2735'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2735'CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2735'
 JU2735'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 JU2735
 JU2735                          STATION RECOVERY (1950)
 JU2735
 JU2735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2735'STATION AND R.M. 2 RECOVERED IN GOOD CONDITION.  R.M. 1 HAS BEEN
 JU2735'DESTROYED.  THE CONCRETE BASE HAS DISINTEGRATED IN THE MARSH
 JU2735'GROUND IN WHICH IT HAD BEEN SET.  DESCRIPTION IS ADEQUATE EXCEPT
 JU2735'THAT--
 JU2735'
 JU2735'1.  5-FOOT SHELL BANK SHOULD BE CHANGED TO READ 5-FOOT
 JU2735'BRUSH-COVERED BANK.
 JU2735'
 JU2735'2.  R.M. 2 IS ON BRUSH-COVERED BANK ABOUT 15 FEET FROM LONE
 JU2735'CEDAR TOWARD AND IN LINE WITH STATION.
 JU2735'
 JU2735'3.  STATION IS MORE EASILY REACHED BY BOAT FROM OYSTER CREEK
 JU2735'CHANNEL.
 JU2735
 JU2735                          STATION RECOVERY (1962)
 JU2735
 JU2735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2735'STATION MARK ONLY RECOVERED IN POOR CONDITION.  THE SHELL BANK
 JU2735'HAS ERODED AND THE MARK PROJECTS 2 FEET.  THE ENTIRE MONUMENT AT
 JU2735'RM 2 WAS LYING ON THE SURFACE AND THE DISK WAS REMOVED AT THIS
 JU2735'TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU4518 ***********************************************************************
 KU4518  DESIGNATION -  OYSTER
 KU4518  PID         -  KU4518
 KU4518  STATE/COUNTY-  NJ/MONMOUTH
 KU4518  USGS QUAD   -  LONG BRANCH (1981)
 KU4518
 KU4518                         *CURRENT SURVEY CONTROL
 KU4518  ___________________________________________________________________
 KU4518* NAD 83(1996)-  40 21 32.13507(N)    073 58 58.24631(W)     ADJUSTED  
 KU4518* NAVD 88     -         1.4    (meters)       5.     (feet)  VERTCON   
 KU4518  ___________________________________________________________________
 KU4518  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 KU4518  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KU4518
 KU4518  HORZ ORDER  -  THIRD
 KU4518
 KU4518.The horizontal coordinates were established by classical geodetic methods
 KU4518.and adjusted by the National Geodetic Survey in September 1999..
 KU4518
 KU4518.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4518
 KU4518.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4518
 KU4518.The geoid height was determined by GEOID03.
 KU4518
 KU4518;                    North         East     Units Scale Factor Converg.
 KU4518;SPC NJ       -   169,493.298   193,925.372   MT  0.99992374   +0 20 05.6
 KU4518;SPC NJ       -   556,079.26    636,236.82   sFT  0.99992374   +0 20 05.6
 KU4518;UTM  18      - 4,468,092.259   586,368.385   MT  0.99969182   +0 39 31.4
 KU4518
 KU4518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4518!SPC NJ       -   1.00000490  x   0.99992374  =   0.99992864
 KU4518!UTM  18      -   1.00000490  x   0.99969182  =   0.99969672
 KU4518
 KU4518                          SUPERSEDED SURVEY CONTROL
 KU4518
 KU4518  NAD 83(1986)-  40 21 32.13433(N)    073 58 58.24322(W) AD(       ) 3
 KU4518  NGVD 29 (07/14/89)    1.7    (m)            6.     (f) VERT ANG       
 KU4518
 KU4518.Superseded values are not recommended for survey control.
 KU4518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4518.See file dsdata.txt to determine how the superseded data were derived.
 KU4518
 KU4518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8636868092(NAD 83)
 KU4518_MARKER: DE = TRAVERSE STATION DISK
 KU4518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU4518_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KU4518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4518+STABILITY: SURFACE MOTION
 KU4518
 KU4518  HISTORY     - Date     Condition        Report By
 KU4518  HISTORY     - 1982     MONUMENTED       NOS
 KU4518  HISTORY     - 19920611 MARK NOT FOUND   USPSQD
 KU4518
 KU4518                          STATION DESCRIPTION
 KU4518
 KU4518'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 KU4518'THE STATION IS LOCATED ON THE WEST SIDE OF THE ENTRANCE TO OYSTER
 KU4518'BAY OFF THE SHREWSBURY RIVER IN RUMSON.
 KU4518'
 KU4518'TO REACH THE STATION FROM THE INTERSECTION OF OCEAN AVENUE
 KU4518'AND RUMSON ROAD IN SEA BRIGHT, GO WEST ON RUMSON ROAD 1.6 KM
 KU4518'(1.0 MILE) TO AVENUE OF TWO RIVERS.  TURN LEFT AND GO SOUTHERLY
 KU4518'TO A RESIDENCE AT THE TERMINATION OF OYSTER BAY DRIVE (WHICH
 KU4518'IS THE CONTINUATION OF AVENUE OF TWO RIVERS) AND THE VICINITY
 KU4518'OF THE STATION AT THE ENTRANCE TO OYSTER BAY.
 KU4518'
 KU4518'THE STATION IS A STANDARD NOS DISK
 KU4518'STAMPED---OYSTER 1982---,
 KU4518'ATTACHED ATOP AN ALUMINUM ROD AND SET IN A 20 CM CONCRETE
 KU4518'MONUMENT SET FLUSH WITH THE GROUND.
 KU4518'IT IS LOCATED
 KU4518'48.2 METERS (158.13 FT) NORTHWEST FROM THE SOUTHEAST CORNER OF THE
 KU4518'BULKHEAD,
 KU4518'26.0 METERS (85.30 FT) SOUTHEAST FROM THE NORTHWEST
 KU4518'CORNER OF THE BULKHEAD, AND
 KU4518'2.5 METERS (8.20 FT) SOUTHWEST FROM THE BULKHEAD FACE.
 KU4518'
 KU4518'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.46 METERS.
 KU4518'DESCRIBED BY B. LINK.
 KU4518
 KU4518                          STATION RECOVERY (1992)
 KU4518
 KU4518'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU4518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0671 ***********************************************************************
 JU0671  DESIGNATION -  P 10
 JU0671  PID         -  JU0671
 JU0671  STATE/COUNTY-  NJ/GLOUCESTER
 JU0671  USGS QUAD   -  WOODBURY (1995)
 JU0671
 JU0671                         *CURRENT SURVEY CONTROL
 JU0671  ___________________________________________________________________
 JU0671* NAD 83(1996)-  39 49 52.68036(N)    075 09 07.83021(W)     ADJUSTED  
 JU0671* NAVD 88     -        10.167  (meters)      33.36   (feet)  POSTED    
 JU0671  ___________________________________________________________________
 JU0671  X           -   1,256,844.876 (meters)                     COMP
 JU0671  Y           -  -4,740,940.144 (meters)                     COMP
 JU0671  Z           -   4,063,604.326 (meters)                     COMP
 JU0671  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 JU0671  ELLIP HEIGHT-         -22.74  (meters)          (09/25/02) GPS OBS
 JU0671  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU0671  DYNAMIC HT  -          10.160 (meters)      33.33  (feet)  COMP
 JU0671  MODELED GRAV-     980,173.9   (mgal)                       NAVD 88
 JU0671
 JU0671  HORZ ORDER  -  FIRST
 JU0671  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0671  ELLP ORDER  -  FOURTH    CLASS I
 JU0671
 JU0671.The horizontal coordinates were established by GPS observations
 JU0671.and adjusted by the National Geodetic Survey in March 2000..
 JU0671
 JU0671.The orthometric height was determined by differential leveling
 JU0671.and adjusted by the National Geodetic Survey in 1992..
 JU0671.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0671.rate of 0.0 thru 1.0 mm/km.
 JU0671
 JU0671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0671
 JU0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0671
 JU0671.The ellipsoidal height was determined by GPS observations
 JU0671.and is referenced to NAD 83.
 JU0671
 JU0671.The geoid height was determined by GEOID03.
 JU0671
 JU0671.The dynamic height is computed by dividing the NAVD 88
 JU0671.geopotential number by the normal gravity value computed on the
 JU0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0671.degrees latitude (g = 980.6199 gals.).
 JU0671
 JU0671.The modeled gravity was interpolated from observed gravity values.
 JU0671
 JU0671;                    North         East     Units Scale Factor Converg.
 JU0671;SPC NJ       -   110,988.528    94,176.812   MT  0.99993835   -0 25 03.9
 JU0671;SPC NJ       -   364,134.86    308,978.42   sFT  0.99993835   -0 25 03.9
 JU0671;UTM  18      - 4,409,044.529   486,978.471   MT  0.99960209   -0 05 50.9
 JU0671
 JU0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0671!SPC NJ       -   1.00000357  x   0.99993835  =   0.99994192
 JU0671!UTM  18      -   1.00000357  x   0.99960209  =   0.99960566
 JU0671
 JU0671                          SUPERSEDED SURVEY CONTROL
 JU0671
 JU0671  ELLIP H (03/31/00)  -22.73   (m)                       GP(       ) 3 1
 JU0671  NAVD 88 (03/31/00)   10.17   (m)           33.4    (f) LEVELING    3  
 JU0671  NGVD 29 (??/??/??)   10.528  (m)           34.54   (f) ADJUSTED    1 2
 JU0671
 JU0671.Superseded values are not recommended for survey control.
 JU0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0671.See file dsdata.txt to determine how the superseded data were derived.
 JU0671
 JU0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8697809045(NAD 83)
 JU0671_MARKER: DB = BENCH MARK DISK
 JU0671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0671_SP_SET: CONCRETE BASE OF BANJO SIGNAL
 JU0671_STAMPING: 34.541 P 10 1930
 JU0671_MARK LOGO: CGS   
 JU0671_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0671+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2004
 JU0671
 JU0671  HISTORY     - Date     Condition        Report By
 JU0671  HISTORY     - 1930     MONUMENTED       CGS
 JU0671  HISTORY     - 1946     GOOD             CGS
 JU0671  HISTORY     - 19990615 GOOD             NJGS
 JU0671  HISTORY     - 20001122 GOOD             TWT
 JU0671  HISTORY     - 20041123 GOOD             STEWRT
 JU0671
 JU0671                          STATION DESCRIPTION
 JU0671
 JU0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0671'AT WOODBURY.
 JU0671'AT WOODBURY, GLOUCESTER COUNTY, ON THE PENNSYLVANIA-READING
 JU0671'SEASHORE LINES, AT THE CARPENTER STREET CROSSING, 45.4 FEET NORTH
 JU0671'OF THE CENTER LINE OF CARPENTER STREET, 6.8 FEET WEST OF THE
 JU0671'WEST RAIL, 20 FEET SOUTH OF THE YARD-LIMIT SIGN, AT A BANJO
 JU0671'SIGNAL, AND ON THE SOUTHEAST CORNER OF THE BASE.  A STANDARD
 JU0671'DISK, STAMPED 34.541 P 10 1930.
 JU0671
 JU0671                          STATION RECOVERY (1946)
 JU0671
 JU0671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 JU0671'RECOVERED IN GOOD CONDITION.
 JU0671
 JU0671                          STATION RECOVERY (1999)
 JU0671
 JU0671'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (JVS)
 JU0671'RECOVERED AS DESCRIBED WITH A NEW DESCRIPTION TO FOLLOW.  THE STATION
 JU0671'IS LOCATED IN THE CITY OF WOODBURY, WITHIN THE CONRAIL RAILROAD RIGHT
 JU0671'OF WAY AND NORTHEAST FROM THE DEAD END JUNCTION OF CARPENTER STREET
 JU0671'AND SEVERAL SETS OF TRACKS.  TO REACH THE STATION FROM THE
 JU0671'INTERSECTION OF CARPENTER STREET AND STATE ROUTE 45, GO EAST ON
 JU0671'CARPENTER STREET FOR 0.25 MI (0.40 KM) TO THE DEAD END JUNCTION WITH
 JU0671'THE RAILROAD TRACKS AND THE STATION ON THE LEFT, SET FLUSH IN A DRILL
 JU0671'HOLE AT THE SOUTHEAST CORNER OF A CONCRETE BASE FOR A FORMER BANJO
 JU0671'SIGNAL, NOW REMOVED.  THE STATION IS 7.0 FT (2.1 M) WEST FROM THE WEST
 JU0671'RAIL OF THE MOST WESTERLY OF THREE TRACKS, 8.4 FT (2.6 M) NORTHEAST
 JU0671'FROM THE NORTHEAST CORNER OF AN ELECTRICAL JUNCTION BOX, 50.0 FT (15.2
 JU0671'M) NORTHEAST FROM THE CENTERLINE EXTENDED OF CARPENTER STREET, 79.4 FT
 JU0671'(24.2 M) WEST FROM AN A.T.  AND T.  FIBER OPTICS CABLE MARKER POST
 JU0671'NUMBER 8 111 ON THE EAST SIDE OF THE TRACKS, 47.0 FT (14.3 M) EAST
 JU0671'FROM THE SOUTHEAST CORNER OF HOUSE NUMBER 94 AND 43.0 FT (13.1 M) EAST
 JU0671'NORTHEAST FROM POLE NUMBER 61294 WB.
 JU0671
 JU0671                          STATION RECOVERY (2000)
 JU0671
 JU0671'RECOVERY NOTE BY TWT CONS ENG 2000 (JTS)
 JU0671'RECOVERED IN GOOD CONDITION.
 JU0671
 JU0671                          STATION RECOVERY (2004)
 JU0671
 JU0671'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2004 (DEN)
 JU0671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3425 ***********************************************************************
 KV3425  DESIGNATION -  P 101
 KV3425  PID         -  KV3425
 KV3425  STATE/COUNTY-  NJ/BERGEN
 KV3425  USGS QUAD   -  HACKENSACK (1997)
 KV3425
 KV3425                         *CURRENT SURVEY CONTROL
 KV3425  ___________________________________________________________________
 KV3425* NAD 83(1996)-  40 55 29.89881(N)    074 06 24.74874(W)     ADJUSTED  
 KV3425* NAVD 88     -        22.098  (meters)      72.50   (feet)  ADJUSTED  
 KV3425  ___________________________________________________________________
 KV3425  X           -   1,321,582.811 (meters)                     COMP
 KV3425  Y           -  -4,641,566.156 (meters)                     COMP
 KV3425  Z           -   4,156,124.789 (meters)                     COMP
 KV3425  LAPLACE CORR-           6.31  (seconds)                    DEFLEC99
 KV3425  ELLIP HEIGHT-          -9.94  (meters)          (10/23/02) GPS OBS
 KV3425  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KV3425  DYNAMIC HT  -          22.089 (meters)      72.47  (feet)  COMP
 KV3425  MODELED GRAV-     980,227.9   (mgal)                       NAVD 88
 KV3425
 KV3425  HORZ ORDER  -  FIRST
 KV3425  VERT ORDER  -  FIRST     CLASS II
 KV3425  ELLP ORDER  -  FOURTH    CLASS I
 KV3425
 KV3425.The horizontal coordinates were established by GPS observations
 KV3425.and adjusted by the National Geodetic Survey in May 1999..
 KV3425
 KV3425.The orthometric height was determined by differential leveling
 KV3425.and adjusted by the National Geodetic Survey in June 1991..
 KV3425
 KV3425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV3425
 KV3425.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3425
 KV3425.The ellipsoidal height was determined by GPS observations
 KV3425.and is referenced to NAD 83.
 KV3425
 KV3425.The geoid height was determined by GEOID03.
 KV3425
 KV3425.The dynamic height is computed by dividing the NAVD 88
 KV3425.geopotential number by the normal gravity value computed on the
 KV3425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3425.degrees latitude (g = 980.6199 gals.).
 KV3425
 KV3425.The modeled gravity was interpolated from observed gravity values.
 KV3425
 KV3425;                    North         East     Units Scale Factor Converg.
 KV3425;SPC NJ       -   232,290.697   183,109.878   MT  0.99991349   +0 15 27.1
 KV3425;SPC NJ       -   762,107.06    600,752.99   sFT  0.99991349   +0 15 27.1
 KV3425;UTM  18      - 4,530,812.237   575,198.759   MT  0.99966960   +0 35 06.3
 KV3425
 KV3425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3425!SPC NJ       -   1.00000156  x   0.99991349  =   0.99991505
 KV3425!UTM  18      -   1.00000156  x   0.99966960  =   0.99967116
 KV3425
 KV3425                          SUPERSEDED SURVEY CONTROL
 KV3425
 KV3425  ELLIP H (05/14/99)   -9.93   (m)                       GP(       ) 4 1
 KV3425  NAD 83(1996)-  40 55 29.89875(N)    074 06 24.74880(W) AD(       ) 1
 KV3425  NAD 83(1996)-  40 55 29.89828(N)    074 06 24.74926(W) AD(       ) 1
 KV3425  NAD 83(1992)-  40 55 29.89397(N)    074 06 24.75110(W) AD(       ) 1
 KV3425  ELLIP H (04/30/95)   -9.98   (m)                       GP(       ) 3 2
 KV3425  NAD 83(1986)-  40 55 29.89766(N)    074 06 24.75043(W) AD(       ) 1
 KV3425  NAVD 88 (11/16/93)   22.10   (m)           72.5    (f) LEVELING    3  
 KV3425  NGVD 29 (??/??/??)   22.404  (m)           73.50   (f) ADJUSTED    1 2
 KV3425
 KV3425.Superseded values are not recommended for survey control.
 KV3425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3425.See file dsdata.txt to determine how the superseded data were derived.
 KV3425
 KV3425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7519930812(NAD 83)
 KV3425_MARKER: DV = VERTICAL CONTROL DISK
 KV3425_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KV3425_SP_SET: STAINLESS STEEL ROD
 KV3425_STAMPING: P 101 1979
 KV3425_MARK LOGO: NGS   
 KV3425_PROJECTION: FLUSH
 KV3425_MAGNETIC: I = MARKER IS A STEEL ROD
 KV3425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3425+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 KV3425_ROD/PIPE-DEPTH: 5.8  meters
 KV3425_SLEEVE-DEPTH  : 0.1 meters
 KV3425
 KV3425  HISTORY     - Date     Condition        Report By
 KV3425  HISTORY     - 1979     MONUMENTED       NGS
 KV3425  HISTORY     - 19920219 GOOD             NJGS
 KV3425  HISTORY     - 19940520 GOOD             NJGS
 KV3425  HISTORY     - 20040624 GOOD             MACDEL
 KV3425
 KV3425                          STATION DESCRIPTION
 KV3425
 KV3425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3425'1.65 MI NE FROM PATERSON.
 KV3425'1.55 MILES NORTHEAST ALONG STATE HIGHWAY 4 (BROADWAY) FROM THE
 KV3425'BRIDGE OVER THE PASSAIC RIVER (AT THE PASSAIC COUNTY LINE), THENCE
 KV3425'0.1 MILE NORTHWEST ALONG 30TH STREET AT THE REAR OF THE EPISCOPAL
 KV3425'CHURCH OF THE ATONEMENT, IN LINE WITH THE PROPERTY BOUNDARY OF TWO
 KV3425'ADJOINING YARDS, 127.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 KV3425'STREET, 16.4 FEET SOUTHEAST OF THE SOUTH CORNER OF THE CHURCH, 1.2
 KV3425'FEET NORTHEAST OF A 3-FOOT CHAIN LINK FENCE, 220 FEET NORTHWEST OF
 KV3425'A 10-INCH MAPLE TREE.
 KV3425'THE MARK IS 1 FT  N FROM A WITNESS POST.
 KV3425'THE MARK IS 1 FT ABOVE STREET.
 KV3425
 KV3425                          STATION RECOVERY (1992)
 KV3425
 KV3425'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV3425'THE STATION IS LOCATED IN THE BOROUGH OF FAIRLAWN ON THE NORTHWEST
 KV3425'SIDE OF 30TH STREET AT THE REAR OF THE EPISCOPAL CHURCH OF THE
 KV3425'ATONEMENT AND IN LINE WITH THE PROPERTY LINE OF TWO ADJOINING
 KV3425'PROPERTIES.  TO REACH THE STATION FROM THE GARDEN STATE PARKWAY
 KV3425'BRIDGE OVER STATE HIGHWAY 4 AT EXIT 161, GO WEST ON STATE HIGHWAY 4
 KV3425'FOR 1.5 MI (2.4 KM) TO THE JUNCTION WITH 30TH STREET ON THE RIGHT.
 KV3425'TURN RIGHT AND GO NORTHWEST ON 30TH STREET FOR 0.05 MI (0.08 KM) TO
 KV3425'A PAVED PARKING LOT ON THE LEFT, IN THE REAR OF THE EPISCOPAL CHURCH
 KV3425'OF THE ATONEMENT AND DIRECTLY OPPOSITE THE WARREN POINT SCHOOL.  TURN
 KV3425'LEFT INTO THE PARKING LOT AND GO WEST FOR 33 M (108.3 FT) TO THE
 KV3425'STATION AHEAD.  THE STATION IS 33.4 M (109.6 FT) WEST FROM THE WEST
 KV3425'CURBLINE OF 30TH STREET, 5.0 M (16.4 FT) SOUTHWEST FROM THE SOUTHWEST
 KV3425'CORNER OF THE CHURCH BUILDING, 1.5 M (4.9 FT) WEST FROM THE WEST EDGE
 KV3425'OF THE PAVED PARKING LOT, 0.35 M (1.15 FT) EAST FROM THE COMMON
 KV3425'CORNER OF THE TWO ADJOINING PROPERTIES, 7.7 M (25.3 FT) NORTH FROM
 KV3425'THE NORTHEAST CORNER OF A SIX FOOT HIGH CHAIN LINK FENCE BELONGING TO
 KV3425'COMMERCIAL PROPERTY FRONTING ON STATE HIGHWAY 4 AND 0.3 M (1.0 FT)
 KV3425'EAST FROM A METAL WITNESS POST.
 KV3425
 KV3425                          STATION RECOVERY (1994)
 KV3425
 KV3425'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 KV3425'THE STATION IS LOCATED IN THE BOROUGH OF FAIRLAWN ON THE NORTHWEST
 KV3425'SIDE OF 30TH STREET AT THE REAR OF THE EPISCOPAL CHURCH OF THE
 KV3425'ATONEMENT AND IN LINE WITH THE PROPERTY LINE OF TWO ADJOINING
 KV3425'PROPERTIES.  TO REACH THE STATION FROM THE GARDEN STATE PARKWAY BRIDGE
 KV3425'OVER STATE HIGHWAY 4 AT EXIT 161, GO WEST ON STATE HIGHWAY 4 FOR 1.5
 KV3425'MI (2.4 KM) TO THE JUNCTION WITH 30TH STREET ON THE RIGHT. TURN RIGHT
 KV3425'AND GO NORTHWEST ON 30TH STREET FOR 0.05 MI (0.08 KM) TO A PAVED
 KV3425'PARKING LOT ON THE LEFT, IN THE REAR OF THE EPISCOPAL CHURCH OF THE
 KV3425'ATONEMENT AND DIRECTLY OPPOSITE THE WARREN POINT SCHOOL.  TURN LEFT
 KV3425'INTO THE PARKING LOT AND GO WEST FOR 33 M (108.3 FT) TO THE STATION
 KV3425'AHEAD.  THE STATION IS 33.4 M (109.6 FT) WEST FROM THE WEST CURBLINE
 KV3425'OF 30TH STREET, 5.0 M (16.4 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 KV3425'THE CHURCH BUILDING, 1.5 M (4.9 FT) WEST FROM THE WEST EDGE OF THE
 KV3425'PAVED PARKING LOT, 0.35 M (1.15 FT) EAST FROM THE COMMON CORNER OF THE
 KV3425'TWO ADJOINING PROPERTIES, 7.7 M (25.3 FT) NORTH FROM THE NORTHEAST
 KV3425'CORNER OF A SIX FOOT HIGH CHAIN LINK FENCE BELONGING TO COMMERCIAL
 KV3425'PROPERTY FRONTING ON STATE HIGHWAY 4 AND 0.3 M (1.0 FT) EAST FROM A
 KV3425'METAL WITNESS POST.
 KV3425
 KV3425                          STATION RECOVERY (2004)
 KV3425
 KV3425'RECOVERY NOTE BY MACDEL ENGINEERING 2004 (RFH)
 KV3425'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2239 ***********************************************************************
 LY2239  DESIGNATION -  P 102
 LY2239  PID         -  LY2239
 LY2239  STATE/COUNTY-  NJ/PASSAIC
 LY2239  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY2239
 LY2239                         *CURRENT SURVEY CONTROL
 LY2239  ___________________________________________________________________
 LY2239* NAD 83(1986)-  41 01 42.     (N)    074 24 53.     (W)     SCALED    
 LY2239* NAVD 88     -       212.608  (meters)     697.53   (feet)  ADJUSTED  
 LY2239  ___________________________________________________________________
 LY2239  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 LY2239  DYNAMIC HT  -         212.515 (meters)     697.23  (feet)  COMP
 LY2239  MODELED GRAV-     980,183.8   (mgal)                       NAVD 88
 LY2239
 LY2239  VERT ORDER  -  FIRST     CLASS II
 LY2239
 LY2239.The horizontal coordinates were scaled from a topographic map and have
 LY2239.an estimated accuracy of +/- 6 seconds.
 LY2239
 LY2239.The orthometric height was determined by differential leveling
 LY2239.and adjusted by the National Geodetic Survey in June 1991..
 LY2239
 LY2239.The geoid height was determined by GEOID03.
 LY2239
 LY2239.The dynamic height is computed by dividing the NAVD 88
 LY2239.geopotential number by the normal gravity value computed on the
 LY2239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2239.degrees latitude (g = 980.6199 gals.).
 LY2239
 LY2239.The modeled gravity was interpolated from observed gravity values.
 LY2239
 LY2239;                    North         East    Units  Estimated Accuracy
 LY2239;SPC NJ       -   243,700.      157,170.      MT  (+/- 180 meters Scaled)
 LY2239
 LY2239                          SUPERSEDED SURVEY CONTROL
 LY2239
 LY2239  NGVD 29 (??/??/92)  212.916  (m)          698.54   (f) ADJ UNCH    1 2
 LY2239
 LY2239.Superseded values are not recommended for survey control.
 LY2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2239.See file dsdata.txt to determine how the superseded data were derived.
 LY2239
 LY2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL492420(NAD 83)
 LY2239_MARKER: DB = BENCH MARK DISK
 LY2239_SETTING: 66 = SET IN ROCK OUTCROP
 LY2239_SP_SET: ROCK OUTCROP
 LY2239_STAMPING: P 102 1979
 LY2239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2239+STABILITY: POSITION/ELEVATION WELL
 LY2239
 LY2239  HISTORY     - Date     Condition        Report By
 LY2239  HISTORY     - 1979     MONUMENTED       NGS
 LY2239
 LY2239                          STATION DESCRIPTION
 LY2239
 LY2239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2239'5.35 MI NW FROM BLOOMINGDALE.
 LY2239'2.55 MILES NORTHWEST ALONG HAMBURG TURNPIKE FROM THE POST OFFICE AT
 LY2239'BLOOMINGDALE, THENCE 2.8 MILES NORTHWEST ALONG STATE HIGHWAY 23, TO
 LY2239'MARK ON THE RIGHT, 2.75 MILES SOUTHEAST OF THE JUNCTION OF CLINTON
 LY2239'ROAD IN NEWFOUNDLAND, 0.55 MILE SOUTHEAST OF THE JUNCTION OF ECHO LAKE
 LY2239'ROAD, IN THE BASE OF A MASSIVE ROCK CUT, 0.1 MILE SOUTHEAST OF A POWER
 LY2239'LINE CROSSING, 39 FEET NORTHEAST OF CATCH BASIN NUMBER 39, 24 FEET
 LY2239'NORTHEAST OF THE NORTHEAST CURB OF HIGHWAY 23.
 LY2239'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 LY2239'THE MARK IS 5 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0080 ***********************************************************************
 KV0080  DESIGNATION -  P 11
 KV0080  PID         -  KV0080
 KV0080  STATE/COUNTY-  NJ/ESSEX
 KV0080  USGS QUAD   -  ELIZABETH (1995)
 KV0080
 KV0080                         *CURRENT SURVEY CONTROL
 KV0080  ___________________________________________________________________
 KV0080* NAD 83(1986)-  40 41 55.     (N)    074 11 50.     (W)     SCALED    
 KV0080* NAVD 88     -         6.597  (meters)      21.64   (feet)  ADJUSTED  
 KV0080  ___________________________________________________________________
 KV0080  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV0080  DYNAMIC HT  -           6.594 (meters)      21.63  (feet)  COMP
 KV0080  MODELED GRAV-     980,218.4   (mgal)                       NAVD 88
 KV0080
 KV0080  VERT ORDER  -  FIRST     CLASS I
 KV0080
 KV0080.The horizontal coordinates were scaled from a topographic map and have
 KV0080.an estimated accuracy of +/- 6 seconds.
 KV0080
 KV0080.The orthometric height was determined by differential leveling
 KV0080.and adjusted by the National Geodetic Survey in June 1991..
 KV0080
 KV0080.The geoid height was determined by GEOID03.
 KV0080
 KV0080.The dynamic height is computed by dividing the NAVD 88
 KV0080.geopotential number by the normal gravity value computed on the
 KV0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0080.degrees latitude (g = 980.6199 gals.).
 KV0080
 KV0080.The modeled gravity was interpolated from observed gravity values.
 KV0080
 KV0080;                    North         East    Units  Estimated Accuracy
 KV0080;SPC NJ       -   207,130.      175,590.      MT  (+/- 180 meters Scaled)
 KV0080
 KV0080                          SUPERSEDED SURVEY CONTROL
 KV0080
 KV0080  NGVD 29 (04/16/92)    6.933  (m)           22.75   (f) ADJUSTED    1 1
 KV0080
 KV0080.Superseded values are not recommended for survey control.
 KV0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0080.See file dsdata.txt to determine how the superseded data were derived.
 KV0080
 KV0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL678056(NAD 83)
 KV0080_MARKER: DB = BENCH MARK DISK
 KV0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0080_SP_SET: PILLAR
 KV0080_STAMPING: P 11 1933 22.739
 KV0080_MARK LOGO: CGS   
 KV0080_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0080+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1995
 KV0080
 KV0080  HISTORY     - Date     Condition        Report By
 KV0080  HISTORY     - 1933     MONUMENTED       CGS
 KV0080  HISTORY     - 1965     GOOD             CGS
 KV0080  HISTORY     - 1982     GOOD             NJGS
 KV0080  HISTORY     - 19950310 GOOD             NJGS
 KV0080
 KV0080                          STATION DESCRIPTION
 KV0080
 KV0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0080'AT NEWARK.
 KV0080'AT NEWARK, ALONG FRELINGHUYSEN AVENUE NEAR THE JUNCTION OF LOWELL
 KV0080'PLACE, SET VERTICALLY IN THE NORTHWEST FACE OF A LARGE CONCRETE
 KV0080'PILLOW AT THE NORTH CORNER OF A BRICK BUILDING PRESENTLY HOUSING
 KV0080'THE LINGE CO. (DIVISION OF UNION CARBIDE), 15 FEET SOUTHEAST OF
 KV0080'THE SOUTHEAST CURB OF THE AVENUE, 11.3 FEET SOUTHWEST OF THE NORTH
 KV0080'CORNER OF THE BUILDING, 5.1 FEET ABOVE THE GROUND AND ABOUT 5 1/2
 KV0080'FEET ABOVE THE LEVEL OF THE AVENUE.
 KV0080
 KV0080                          STATION RECOVERY (1982)
 KV0080
 KV0080'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1982
 KV0080'ELEVATION CHECKED WITHIN SECOND-ORDER CLASS 1 SPECS AGAINST 9720.
 KV0080
 KV0080                          STATION RECOVERY (1995)
 KV0080
 KV0080'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0080'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0152 ***********************************************************************
 KV0152  DESIGNATION -  P 12
 KV0152  PID         -  KV0152
 KV0152  STATE/COUNTY-  NJ/BERGEN
 KV0152  USGS QUAD   -  HACKENSACK (1997)
 KV0152
 KV0152                         *CURRENT SURVEY CONTROL
 KV0152  ___________________________________________________________________
 KV0152* NAD 83(1986)-  40 55 18.     (N)    074 06 54.     (W)     SCALED    
 KV0152* NAVD 88     -        17.458  (meters)      57.28   (feet)  ADJUSTED  
 KV0152  ___________________________________________________________________
 KV0152  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KV0152  DYNAMIC HT  -          17.451 (meters)      57.25  (feet)  COMP
 KV0152  MODELED GRAV-     980,226.0   (mgal)                       NAVD 88
 KV0152
 KV0152  VERT ORDER  -  FIRST     CLASS II
 KV0152
 KV0152.The horizontal coordinates were scaled from a topographic map and have
 KV0152.an estimated accuracy of +/- 6 seconds.
 KV0152
 KV0152.The orthometric height was determined by differential leveling
 KV0152.and adjusted by the National Geodetic Survey in June 1991..
 KV0152
 KV0152.The geoid height was determined by GEOID03.
 KV0152
 KV0152.The dynamic height is computed by dividing the NAVD 88
 KV0152.geopotential number by the normal gravity value computed on the
 KV0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0152.degrees latitude (g = 980.6199 gals.).
 KV0152
 KV0152.The modeled gravity was interpolated from observed gravity values.
 KV0152
 KV0152;                    North         East    Units  Estimated Accuracy
 KV0152;SPC NJ       -   231,920.      182,430.      MT  (+/- 180 meters Scaled)
 KV0152
 KV0152                          SUPERSEDED SURVEY CONTROL
 KV0152
 KV0152  NGVD 29 (??/??/??)   17.754  (m)           58.25   (f) ADJUSTED    1 2
 KV0152
 KV0152.Superseded values are not recommended for survey control.
 KV0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0152.See file dsdata.txt to determine how the superseded data were derived.
 KV0152
 KV0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL745304(NAD 83)
 KV0152_MARKER: DB = BENCH MARK DISK
 KV0152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0152_SP_SET: UNDERPASS
 KV0152_STAMPING: P 12 1933
 KV0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0152
 KV0152  HISTORY     - Date     Condition        Report By
 KV0152  HISTORY     - 1933     MONUMENTED       CGS
 KV0152  HISTORY     - 20060604 MARK NOT FOUND   GEOCAC
 KV0152
 KV0152                          STATION DESCRIPTION
 KV0152
 KV0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KV0152'IN WARREN POINT.
 KV0152'ON NEW JERSEY STATE HIGHWAY NO. 4 AT OVERHEAD CROSSING OF ERIE
 KV0152'RAILROAD, 1600 FEET NORTH OF WARREN POINT POST OFFICE, ON SOUTH
 KV0152'END OF EAST WINGWALL OF UNDERPASS, 33 FEET EAST OF CENTER OF
 KV0152'HIGHWAY, AND 2 FEET ABOVE SIDEWALK.
 KV0152
 KV0152                          STATION RECOVERY (2006)
 KV0152
 KV0152'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0152'THIS DISK WAS SET IN 1933.  THE RAILROAD BRIDGE HERE WAS BUILT IN
 KV0152'1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0153 ***********************************************************************
 KV0153  DESIGNATION -  P 12 RESET
 KV0153  PID         -  KV0153
 KV0153  STATE/COUNTY-  NJ/BERGEN
 KV0153  USGS QUAD   -  HACKENSACK (1997)
 KV0153
 KV0153                         *CURRENT SURVEY CONTROL
 KV0153  ___________________________________________________________________
 KV0153* NAD 83(1986)-  40 55 19.     (N)    074 06 52.     (W)     SCALED    
 KV0153* NAVD 88     -        22.136  (meters)      72.62   (feet)  ADJUSTED  
 KV0153  ___________________________________________________________________
 KV0153  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KV0153  DYNAMIC HT  -          22.128 (meters)      72.60  (feet)  COMP
 KV0153  MODELED GRAV-     980,226.0   (mgal)                       NAVD 88
 KV0153
 KV0153  VERT ORDER  -  FIRST     CLASS II
 KV0153
 KV0153.The horizontal coordinates were scaled from a topographic map and have
 KV0153.an estimated accuracy of +/- 6 seconds.
 KV0153
 KV0153.The orthometric height was determined by differential leveling
 KV0153.and adjusted by the National Geodetic Survey in June 1991..
 KV0153
 KV0153.The geoid height was determined by GEOID03.
 KV0153
 KV0153.The dynamic height is computed by dividing the NAVD 88
 KV0153.geopotential number by the normal gravity value computed on the
 KV0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0153.degrees latitude (g = 980.6199 gals.).
 KV0153
 KV0153.The modeled gravity was interpolated from observed gravity values.
 KV0153
 KV0153;                    North         East    Units  Estimated Accuracy
 KV0153;SPC NJ       -   231,950.      182,470.      MT  (+/- 180 meters Scaled)
 KV0153
 KV0153                          SUPERSEDED SURVEY CONTROL
 KV0153
 KV0153  NGVD 29 (??/??/??)   22.443  (m)           73.63   (f) ADJUSTED    1 2
 KV0153
 KV0153.Superseded values are not recommended for survey control.
 KV0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0153.See file dsdata.txt to determine how the superseded data were derived.
 KV0153
 KV0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL745304(NAD 83)
 KV0153_MARKER: DB = BENCH MARK DISK
 KV0153_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KV0153_SP_SET: BRIDGE WINGWALL
 KV0153_STAMPING: P 12 RESET 1945
 KV0153_MARK LOGO: CGS   
 KV0153_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0153+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1992
 KV0153
 KV0153  HISTORY     - Date     Condition        Report By
 KV0153  HISTORY     - 1945     MONUMENTED       ERIERR
 KV0153  HISTORY     - 1979     GOOD             NGS
 KV0153  HISTORY     - 19920226 GOOD             NJGS
 KV0153  HISTORY     - 20060527 GOOD             GEOCAC
 KV0153
 KV0153                          STATION DESCRIPTION
 KV0153
 KV0153'DESCRIBED BY ERIE RAILROAD 1945
 KV0153'AT WARREN POINT.
 KV0153'AT WARREN POINT, BERGEN COUNTY, ON STATE HIGHWAY 4, ABOUT 1,600
 KV0153'FEET WEST OF THE POST OFFICE, AT ERIE RAILROAD BRIDGE 15.39 OVER
 KV0153'THE HIGHWAY, IN THE TOP OF THE EAST WING WALL OF THE NORTH ABUTMENT,
 KV0153'21 FEET FROM THE END OF THE WING WALL, AND 11 FEET EAST OF THE
 KV0153'CENTERLINE OF THE EAST TRACK.  A STANDARD DISK, STAMPED P 12 RESET
 KV0153'1945.  NOTE-- THIS MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED
 KV0153'BY ENGINEERS OF THE ERIE RAILROAD IN JULY 1947.
 KV0153
 KV0153                          STATION RECOVERY (1979)
 KV0153
 KV0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0153'RECOVERED IN GOOD CONDITION.
 KV0153
 KV0153                          STATION RECOVERY (1992)
 KV0153
 KV0153'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KV0153'RECOVERED AS DESCRIBED.
 KV0153
 KV0153                          STATION RECOVERY (2006)
 KV0153
 KV0153'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0424 ***********************************************************************
 LY0424  DESIGNATION -  P 13
 LY0424  PID         -  LY0424
 LY0424  STATE/COUNTY-  NJ/PASSAIC
 LY0424  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY0424
 LY0424                         *CURRENT SURVEY CONTROL
 LY0424  ___________________________________________________________________
 LY0424* NAD 83(1986)-  41 04 43.     (N)    074 29 22.     (W)     SCALED    
 LY0424* NAVD 88     -       277.604  (meters)     910.77   (feet)  ADJUSTED  
 LY0424  ___________________________________________________________________
 LY0424  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LY0424  DYNAMIC HT  -         277.481 (meters)     910.37  (feet)  COMP
 LY0424  MODELED GRAV-     980,175.1   (mgal)                       NAVD 88
 LY0424
 LY0424  VERT ORDER  -  FIRST     CLASS II
 LY0424
 LY0424.The horizontal coordinates were scaled from a topographic map and have
 LY0424.an estimated accuracy of +/- 6 seconds.
 LY0424
 LY0424.The orthometric height was determined by differential leveling
 LY0424.and adjusted by the National Geodetic Survey in June 1991..
 LY0424
 LY0424.The geoid height was determined by GEOID03.
 LY0424
 LY0424.The dynamic height is computed by dividing the NAVD 88
 LY0424.geopotential number by the normal gravity value computed on the
 LY0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0424.degrees latitude (g = 980.6199 gals.).
 LY0424
 LY0424.The modeled gravity was interpolated from observed gravity values.
 LY0424
 LY0424;                    North         East    Units  Estimated Accuracy
 LY0424;SPC NJ       -   249,280.      150,890.      MT  (+/- 180 meters Scaled)
 LY0424
 LY0424                          SUPERSEDED SURVEY CONTROL
 LY0424
 LY0424  NGVD 29 (??/??/92)  277.795  (m)          911.40   (f) ADJ UNCH    1 2
 LY0424
 LY0424.Superseded values are not recommended for survey control.
 LY0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0424.See file dsdata.txt to determine how the superseded data were derived.
 LY0424
 LY0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL428476(NAD 83)
 LY0424_MARKER: DB = BENCH MARK DISK
 LY0424_SETTING: 80 = SET IN A BOULDER
 LY0424_SP_SET: BOULDER
 LY0424_STAMPING: 911.399 P 13 1933
 LY0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0424+STABILITY: SURFACE MOTION
 LY0424
 LY0424  HISTORY     - Date     Condition        Report By
 LY0424  HISTORY     - 1933     MONUMENTED       CGS
 LY0424  HISTORY     - 1934     GOOD             NGS
 LY0424
 LY0424                          STATION DESCRIPTION
 LY0424
 LY0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0424'1.2 MI E FROM STOCKHOLM.
 LY0424'IN PASSAIC COUNTY, 1.2 MILES EAST ALONG THE NEW YORK, SUSQUEHANNA
 LY0424'AND WESTERN RAILROAD FROM STOCKHOLM, SUSSEX COUNTY, ABOUT 1,140
 LY0424'FEET EAST OF BRIDGE 49.08, AT THE EAST END OF A ROCK CUT, 200
 LY0424'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 23, 8 FEET NORTH
 LY0424'OF THE NORTH RAIL, IN THE TOP OF A LARGE PROJECTING BOULDER,
 LY0424'AND ABOUT 2-1/2 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD
 LY0424'DISK, STAMPED 911.399 P 13 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0521 ***********************************************************************
 KV0521  DESIGNATION -  P 14
 KV0521  PID         -  KV0521
 KV0521  STATE/COUNTY-  NJ/BERGEN
 KV0521  USGS QUAD   -  PATERSON (1995)
 KV0521
 KV0521                         *CURRENT SURVEY CONTROL
 KV0521  ___________________________________________________________________
 KV0521* NAD 83(1986)-  40 58 18.     (N)    074 07 31.     (W)     SCALED    
 KV0521* NAVD 88     -        35.520  (meters)     116.54   (feet)  ADJUSTED  
 KV0521  ___________________________________________________________________
 KV0521  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 KV0521  DYNAMIC HT  -          35.506 (meters)     116.49  (feet)  COMP
 KV0521  MODELED GRAV-     980,224.1   (mgal)                       NAVD 88
 KV0521
 KV0521  VERT ORDER  -  FIRST     CLASS II
 KV0521
 KV0521.The horizontal coordinates were scaled from a topographic map and have
 KV0521.an estimated accuracy of +/- 6 seconds.
 KV0521
 KV0521.The orthometric height was determined by differential leveling
 KV0521.and adjusted by the National Geodetic Survey in June 1991..
 KV0521
 KV0521.The geoid height was determined by GEOID03.
 KV0521
 KV0521.The dynamic height is computed by dividing the NAVD 88
 KV0521.geopotential number by the normal gravity value computed on the
 KV0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0521.degrees latitude (g = 980.6199 gals.).
 KV0521
 KV0521.The modeled gravity was interpolated from observed gravity values.
 KV0521
 KV0521;                    North         East    Units  Estimated Accuracy
 KV0521;SPC NJ       -   237,470.      181,540.      MT  (+/- 180 meters Scaled)
 KV0521
 KV0521                          SUPERSEDED SURVEY CONTROL
 KV0521
 KV0521  NGVD 29 (??/??/??)   35.829  (m)          117.55   (f) ADJUSTED    1 2
 KV0521
 KV0521.Superseded values are not recommended for survey control.
 KV0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0521.See file dsdata.txt to determine how the superseded data were derived.
 KV0521
 KV0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL735359(NAD 83)
 KV0521_MARKER: DB = BENCH MARK DISK
 KV0521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0521_SP_SET: RAILING
 KV0521_STAMPING: P 14 1933
 KV0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0521
 KV0521  HISTORY     - Date     Condition        Report By
 KV0521  HISTORY     - 1933     MONUMENTED       CGS
 KV0521  HISTORY     - 1979     GOOD             NGS
 KV0521
 KV0521                          STATION DESCRIPTION
 KV0521
 KV0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KV0521'0.7 MI S FROM RIDGEWOOD.
 KV0521'0.7 MILE SOUTH ALONG THE ERIE LACKAWANNA RAILROAD FROM THE
 KV0521'STATION AT RIDGEWOOD, BERGEN COUNTY, 250 FEET SOUTH OF A SIGNAL
 KV0521'HOUSE AT A JUNCTION, IN THE RAILING OF BRIDGE NO. 20.26 OVER A
 KV0521'HIGHWAY, 2-1/2 YARDS WEST OF THE SOUTH-BOUND TRACK, 6 FEET FROM
 KV0521'THE NORTH END OF THE RAILING, AND ABOUT 6 INCHES LOWER THAN
 KV0521'THE TRACK.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 KV0521'IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW
 KV0521'THE ERIE LACKAWANNA RAILROAD.
 KV0521
 KV0521                          STATION RECOVERY (1979)
 KV0521
 KV0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1279 ***********************************************************************
 KV1279  DESIGNATION -  P 15
 KV1279  PID         -  KV1279
 KV1279  STATE/COUNTY-  NJ/WARREN
 KV1279  USGS QUAD   -  WASHINGTON (1976)
 KV1279
 KV1279                         *CURRENT SURVEY CONTROL
 KV1279  ___________________________________________________________________
 KV1279* NAD 83(1986)-  40 47 08.     (N)    074 54 58.     (W)     SCALED    
 KV1279* NAVD 88     -       180.814  (meters)     593.22   (feet)  ADJUSTED  
 KV1279  ___________________________________________________________________
 KV1279  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KV1279  DYNAMIC HT  -         180.732 (meters)     592.95  (feet)  COMP
 KV1279  MODELED GRAV-     980,168.3   (mgal)                       NAVD 88
 KV1279
 KV1279  VERT ORDER  -  SECOND    CLASS 0
 KV1279
 KV1279.The horizontal coordinates were scaled from a topographic map and have
 KV1279.an estimated accuracy of +/- 6 seconds.
 KV1279
 KV1279.The orthometric height was determined by differential leveling
 KV1279.and adjusted by the National Geodetic Survey in June 1991..
 KV1279
 KV1279.The geoid height was determined by GEOID03.
 KV1279
 KV1279.The dynamic height is computed by dividing the NAVD 88
 KV1279.geopotential number by the normal gravity value computed on the
 KV1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1279.degrees latitude (g = 980.6199 gals.).
 KV1279
 KV1279.The modeled gravity was interpolated from observed gravity values.
 KV1279
 KV1279;                    North         East    Units  Estimated Accuracy
 KV1279;SPC NJ       -   216,820.      114,880.      MT  (+/- 180 meters Scaled)
 KV1279
 KV1279                          SUPERSEDED SURVEY CONTROL
 KV1279
 KV1279  NGVD 29 (??/??/??)  181.036  (m)          593.95   (f) ADJUSTED    2 0
 KV1279
 KV1279.Superseded values are not recommended for survey control.
 KV1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1279.See file dsdata.txt to determine how the superseded data were derived.
 KV1279
 KV1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL070149(NAD 83)
 KV1279_MARKER: DB = BENCH MARK DISK
 KV1279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1279_SP_SET: BRIDGE WALL
 KV1279_STAMPING: P 15 1933 593.949
 KV1279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1279
 KV1279  HISTORY     - Date     Condition        Report By
 KV1279  HISTORY     - 1933     MONUMENTED       CGS
 KV1279  HISTORY     - 1934     GOOD             CGS
 KV1279
 KV1279                          STATION DESCRIPTION
 KV1279
 KV1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV1279'AT PORT MURRAY.
 KV1279'AT PORT MURRAY, WARREN COUNTY 10 1/2 RAILS WEST OF THE DELAWARE,
 KV1279'LACKAWANNA AND WESTERN RAILROAD STATION, AT A HIGHWAY BRIDGE OVER
 KV1279'THE TRACK, IN THE SOUTH FACE OF THE EAST END OF THE NORTHEAST
 KV1279'WING WALL, 6 FEET NORTH OF THE NORTH RAIL, AND ABOUT 3 FEET
 KV1279'HIGHER THAN THE TRACK.  NOTE-- THE DELAWARE, LACKAWANNA AND
 KV1279'WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE
 KV1279'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1218 ***********************************************************************
 KV1218  DESIGNATION -  P 18
 KV1218  PID         -  KV1218
 KV1218  STATE/COUNTY-  NJ/SUSSEX
 KV1218  USGS QUAD   -  STANHOPE (1981)
 KV1218
 KV1218                         *CURRENT SURVEY CONTROL
 KV1218  ___________________________________________________________________
 KV1218* NAD 83(1986)-  40 58 04.     (N)    074 42 22.     (W)     SCALED    
 KV1218* NAVD 88     -       234.672  (meters)     769.92   (feet)  ADJUSTED  
 KV1218  ___________________________________________________________________
 KV1218  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV1218  DYNAMIC HT  -         234.565 (meters)     769.57  (feet)  COMP
 KV1218  MODELED GRAV-     980,165.7   (mgal)                       NAVD 88
 KV1218
 KV1218  VERT ORDER  -  SECOND    CLASS 0
 KV1218
 KV1218.The horizontal coordinates were scaled from a topographic map and have
 KV1218.an estimated accuracy of +/- 6 seconds.
 KV1218
 KV1218.The orthometric height was determined by differential leveling
 KV1218.and adjusted by the National Geodetic Survey in June 1991..
 KV1218
 KV1218.The geoid height was determined by GEOID03.
 KV1218
 KV1218.The dynamic height is computed by dividing the NAVD 88
 KV1218.geopotential number by the normal gravity value computed on the
 KV1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1218.degrees latitude (g = 980.6199 gals.).
 KV1218
 KV1218.The modeled gravity was interpolated from observed gravity values.
 KV1218
 KV1218;                    North         East    Units  Estimated Accuracy
 KV1218;SPC NJ       -   236,990.      132,650.      MT  (+/- 180 meters Scaled)
 KV1218
 KV1218                          SUPERSEDED SURVEY CONTROL
 KV1218
 KV1218  NGVD 29 (??/??/??)  234.884  (m)          770.62   (f) ADJUSTED    2 0
 KV1218
 KV1218.Superseded values are not recommended for survey control.
 KV1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1218.See file dsdata.txt to determine how the superseded data were derived.
 KV1218
 KV1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL247352(NAD 83)
 KV1218_MARKER: DB = BENCH MARK DISK
 KV1218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1218_SP_SET: UNDERPASS
 KV1218_STAMPING: P 18 1935
 KV1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1218
 KV1218  HISTORY     - Date     Condition        Report By
 KV1218  HISTORY     - 1935     MONUMENTED       CGS
 KV1218
 KV1218                          STATION DESCRIPTION
 KV1218
 KV1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1218'2.1 MI SE FROM ANDOVER.
 KV1218'2.1 MILES SOUTHEAST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1218'RAILROAD FROM THE STATION AT ANDOVER, SUSSEX COUNTY, 500 FEET
 KV1218'SOUTH OF A SHORT TUNNEL AND SMALL STATION, AT A SMALL LAKE, AT
 KV1218'A HIGHWAY UNDERPASS, AND IN THE TOP OF THE SOUTHEAST CORNER OF
 KV1218'THE CONCRETE.  A STANDARD DISK, STAMPED P 18 1935.  NOTE-- THE
 KV1218'DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV1218'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0906 ***********************************************************************
 KV0906  DESIGNATION -  P 19
 KV0906  PID         -  KV0906
 KV0906  STATE/COUNTY-  NJ/MONMOUTH
 KV0906  USGS QUAD   -  FREEHOLD (1981)
 KV0906
 KV0906                         *CURRENT SURVEY CONTROL
 KV0906  ___________________________________________________________________
 KV0906* NAD 83(1986)-  40 16 45.     (N)    074 20 05.     (W)     SCALED    
 KV0906* NAVD 88     -        26.934  (meters)      88.37   (feet)  ADJUSTED  
 KV0906  ___________________________________________________________________
 KV0906  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV0906  DYNAMIC HT  -          26.923 (meters)      88.33  (feet)  COMP
 KV0906  MODELED GRAV-     980,216.6   (mgal)                       NAVD 88
 KV0906
 KV0906  VERT ORDER  -  SECOND    CLASS 0
 KV0906
 KV0906.The horizontal coordinates were scaled from a topographic map and have
 KV0906.an estimated accuracy of +/- 6 seconds.
 KV0906
 KV0906.The orthometric height was determined by differential leveling
 KV0906.and adjusted by the National Geodetic Survey in June 1991..
 KV0906
 KV0906.The geoid height was determined by GEOID03.
 KV0906
 KV0906.The dynamic height is computed by dividing the NAVD 88
 KV0906.geopotential number by the normal gravity value computed on the
 KV0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0906.degrees latitude (g = 980.6199 gals.).
 KV0906
 KV0906.The modeled gravity was interpolated from observed gravity values.
 KV0906
 KV0906;                    North         East    Units  Estimated Accuracy
 KV0906;SPC NJ       -   160,520.      164,060.      MT  (+/- 180 meters Scaled)
 KV0906
 KV0906                          SUPERSEDED SURVEY CONTROL
 KV0906
 KV0906  NGVD 29 (??/??/??)   27.295  (m)           89.55   (f) ADJUSTED    2 0
 KV0906
 KV0906.Superseded values are not recommended for survey control.
 KV0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0906.See file dsdata.txt to determine how the superseded data were derived.
 KV0906
 KV0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK565589(NAD 83)
 KV0906_MARKER: DB = BENCH MARK DISK
 KV0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0906_STAMPING: P-19 1935
 KV0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0906+STABILITY: SURFACE MOTION
 KV0906
 KV0906  HISTORY     - Date     Condition        Report By
 KV0906  HISTORY     - 1935     MONUMENTED       CGS
 KV0906  HISTORY     - 1953     MARK NOT FOUND   CGS
 KV0906
 KV0906                          STATION DESCRIPTION
 KV0906
 KV0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KV0906'AT TENNENT.
 KV0906'AT TENNENT, MONMOUTH COUNTY, 2 POLES SOUTH OF THE PENNSYLVANIA
 KV0906'RAILROAD STATION, AT THE FOOT OF A GRADE, 40 FEET EAST OF THE
 KV0906'CENTERLINE OF THE TRACK, 5 FEET SOUTH OF A POLE, AND IN LINE WITH
 KV0906'A ROW OF POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0966 ***********************************************************************
 JU0966  DESIGNATION -  P 20
 JU0966  PID         -  JU0966
 JU0966  STATE/COUNTY-  NJ/CUMBERLAND
 JU0966  USGS QUAD   -  BRIDGETON (1977)
 JU0966
 JU0966                         *CURRENT SURVEY CONTROL
 JU0966  ___________________________________________________________________
 JU0966* NAD 83(1986)-  39 28 42.     (N)    075 07 50.     (W)     SCALED    
 JU0966* NAVD 88     -        32.867  (meters)     107.83   (feet)  ADJUSTED  
 JU0966  ___________________________________________________________________
 JU0966  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JU0966  DYNAMIC HT  -          32.850 (meters)     107.78  (feet)  COMP
 JU0966  MODELED GRAV-     980,118.6   (mgal)                       NAVD 88
 JU0966
 JU0966  VERT ORDER  -  SECOND    CLASS 0
 JU0966
 JU0966.The horizontal coordinates were scaled from a topographic map and have
 JU0966.an estimated accuracy of +/- 6 seconds.
 JU0966
 JU0966.The orthometric height was determined by differential leveling
 JU0966.and adjusted by the National Geodetic Survey in June 1991..
 JU0966
 JU0966.The geoid height was determined by GEOID03.
 JU0966
 JU0966.The dynamic height is computed by dividing the NAVD 88
 JU0966.geopotential number by the normal gravity value computed on the
 JU0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0966.degrees latitude (g = 980.6199 gals.).
 JU0966
 JU0966.The modeled gravity was interpolated from observed gravity values.
 JU0966
 JU0966;                    North         East    Units  Estimated Accuracy
 JU0966;SPC NJ       -    71,790.       95,750.      MT  (+/- 180 meters Scaled)
 JU0966
 JU0966                          SUPERSEDED SURVEY CONTROL
 JU0966
 JU0966  NGVD 29 (??/??/??)   33.234  (m)          109.04   (f) ADJUSTED    2 0
 JU0966
 JU0966.Superseded values are not recommended for survey control.
 JU0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0966.See file dsdata.txt to determine how the superseded data were derived.
 JU0966
 JU0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ887698(NAD 83)
 JU0966_MARKER: DB = BENCH MARK DISK
 JU0966_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0966_SP_SET: DOOR STEP
 JU0966_STAMPING: P 20 1935
 JU0966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0966
 JU0966  HISTORY     - Date     Condition        Report By
 JU0966  HISTORY     - 1935     MONUMENTED       CGS
 JU0966  HISTORY     - 1936     GOOD             CGS
 JU0966  HISTORY     - 19950129 MARK NOT FOUND   USPSQD
 JU0966
 JU0966                          STATION DESCRIPTION
 JU0966
 JU0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 JU0966'AT ROSENHAYN.
 JU0966'AT THE CENTRAL RAILROAD OF NEW JERSEY STATION, AT THE ENTRANCE AT
 JU0966'THE SOUTH SIDE, AND IN THE TOP OF THE CONCRETE DOORSTEP.  A
 JU0966'STANDARD DISK, STAMPED P 20 1935.
 JU0966
 JU0966                          STATION RECOVERY (1995)
 JU0966
 JU0966'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1248 ***********************************************************************
 KV1248  DESIGNATION -  P 22
 KV1248  PID         -  KV1248
 KV1248  STATE/COUNTY-  NJ/WARREN
 KV1248  USGS QUAD   -  WASHINGTON (1976)
 KV1248
 KV1248                         *CURRENT SURVEY CONTROL
 KV1248  ___________________________________________________________________
 KV1248* NAD 83(1986)-  40 52 08.     (N)    074 54 58.     (W)     SCALED    
 KV1248* NAVD 88     -       166.904  (meters)     547.58   (feet)  ADJUSTED  
 KV1248  ___________________________________________________________________
 KV1248  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KV1248  DYNAMIC HT  -         166.828 (meters)     547.33  (feet)  COMP
 KV1248  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 KV1248
 KV1248  VERT ORDER  -  SECOND    CLASS 0
 KV1248
 KV1248.The horizontal coordinates were scaled from a topographic map and have
 KV1248.an estimated accuracy of +/- 6 seconds.
 KV1248
 KV1248.The orthometric height was determined by differential leveling
 KV1248.and adjusted by the National Geodetic Survey in June 1991..
 KV1248
 KV1248.The geoid height was determined by GEOID03.
 KV1248
 KV1248.The dynamic height is computed by dividing the NAVD 88
 KV1248.geopotential number by the normal gravity value computed on the
 KV1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1248.degrees latitude (g = 980.6199 gals.).
 KV1248
 KV1248.The modeled gravity was interpolated from observed gravity values.
 KV1248
 KV1248;                    North         East    Units  Estimated Accuracy
 KV1248;SPC NJ       -   226,070.      114,930.      MT  (+/- 180 meters Scaled)
 KV1248
 KV1248                          SUPERSEDED SURVEY CONTROL
 KV1248
 KV1248  NGVD 29 (??/??/??)  167.115  (m)          548.28   (f) ADJUSTED    2 0
 KV1248
 KV1248.Superseded values are not recommended for survey control.
 KV1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1248.See file dsdata.txt to determine how the superseded data were derived.
 KV1248
 KV1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL070242(NAD 83)
 KV1248_MARKER: DB = BENCH MARK DISK
 KV1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1248_STAMPING: P 22 1942
 KV1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1248+STABILITY: SURFACE MOTION
 KV1248
 KV1248  HISTORY     - Date     Condition        Report By
 KV1248  HISTORY     - 1942     MONUMENTED       CGS
 KV1248  HISTORY     - 1964     GOOD             CGS
 KV1248  HISTORY     - 1978     GOOD             LOCENG
 KV1248  HISTORY     - 19950317 MARK NOT FOUND   NJGS
 KV1248
 KV1248                          STATION DESCRIPTION
 KV1248
 KV1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1248'0.3 MI SW FROM GREAT MEADOWS.
 KV1248'0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 46 FROM THE POST OFFICE
 KV1248'AT GREAT MEADOWS, WARREN COUNTY, AT A ROAD JUNCTION, 37.9 FEET
 KV1248'WEST OF THE WEST CORNER OF A 2-STORY GROCERY AND HARDWARE STORE,
 KV1248'27 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 14 FEET
 KV1248'SOUTHEAST OF A POWER-TRANSMISSION LINE POLE, AND ABOUT 3 FEET
 KV1248'HIGHER THAN THE HIGHWAY.
 KV1248
 KV1248                          STATION RECOVERY (1964)
 KV1248
 KV1248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV1248'RECOVERED IN GOOD CONDITION.
 KV1248
 KV1248                          STATION RECOVERY (1978)
 KV1248
 KV1248'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 KV1248'CHANGE-- 2-STORY GROCERY AND HARDWARE STORE TO 2-STORY BUILDING
 KV1248'(PETER MATSKO AGENCY) INSURANCE 27 FT. SOUTHEAST OF CENTERLINE TO
 KV1248'28.4 FT. SOUTH OF CENTERLINE. 14 FT. SOUTHEAST OF A
 KV1248'POWER-TRANSMISSION POLE, 12.06 FT. SOUTHEAST OF A POWER-TRANSMISSION
 KV1248'POLE (NO. 42, 1X-297) AT A ROAD LEADING TO HOPE AND TO MT. LAKES, NEW
 KV1248'JERSEY.
 KV1248
 KV1248                          STATION RECOVERY (1995)
 KV1248
 KV1248'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1248'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV1248'SEARCH BY A TWO MAN PARTY.  ONLY THE CONCRETE BASE OF THE MONUMENT WAS
 KV1248'FOUND.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1237 ***********************************************************************
 KV1237  DESIGNATION -  P 23
 KV1237  PID         -  KV1237
 KV1237  STATE/COUNTY-  NJ/WARREN
 KV1237  USGS QUAD   -  BLAIRSTOWN (1971)
 KV1237
 KV1237                         *CURRENT SURVEY CONTROL
 KV1237  ___________________________________________________________________
 KV1237* NAD 83(1986)-  40 54 33.     (N)    074 58 03.     (W)     SCALED    
 KV1237* NAVD 88     -       131.666  (meters)     431.97   (feet)  ADJUSTED  
 KV1237  ___________________________________________________________________
 KV1237  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KV1237  DYNAMIC HT  -         131.607 (meters)     431.78  (feet)  COMP
 KV1237  MODELED GRAV-     980,176.9   (mgal)                       NAVD 88
 KV1237
 KV1237  VERT ORDER  -  SECOND    CLASS 0
 KV1237
 KV1237.The horizontal coordinates were scaled from a topographic map and have
 KV1237.an estimated accuracy of +/- 6 seconds.
 KV1237
 KV1237.The orthometric height was determined by differential leveling
 KV1237.and adjusted by the National Geodetic Survey in June 1991..
 KV1237
 KV1237.The geoid height was determined by GEOID03.
 KV1237
 KV1237.The dynamic height is computed by dividing the NAVD 88
 KV1237.geopotential number by the normal gravity value computed on the
 KV1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1237.degrees latitude (g = 980.6199 gals.).
 KV1237
 KV1237.The modeled gravity was interpolated from observed gravity values.
 KV1237
 KV1237;                    North         East    Units  Estimated Accuracy
 KV1237;SPC NJ       -   230,570.      110,620.      MT  (+/- 180 meters Scaled)
 KV1237
 KV1237                          SUPERSEDED SURVEY CONTROL
 KV1237
 KV1237  NGVD 29 (??/??/??)  131.870  (m)          432.64   (f) ADJUSTED    2 0
 KV1237
 KV1237.Superseded values are not recommended for survey control.
 KV1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1237.See file dsdata.txt to determine how the superseded data were derived.
 KV1237
 KV1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL027286(NAD 83)
 KV1237_MARKER: DB = BENCH MARK DISK
 KV1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1237_STAMPING: P 23 1942
 KV1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1237+STABILITY: SURFACE MOTION
 KV1237
 KV1237  HISTORY     - Date     Condition        Report By
 KV1237  HISTORY     - 1942     MONUMENTED       CGS
 KV1237  HISTORY     - 19950910 MARK NOT FOUND   USPSQD
 KV1237
 KV1237                          STATION DESCRIPTION
 KV1237
 KV1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1237'0.2 MI S FROM HOPE.
 KV1237'0.2 MILE SOUTH ALONG STATE HIGHWAY 543 FROM THE POST OFFICE AT
 KV1237'HOPE, WARREN COUNTY, 22 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 KV1237'28.9 FEET SOUTHEAST OF A 22-INCH APPLE TREE, 15.3 FEET NORTHEAST OF
 KV1237'THE NORTHEAST CORNER OF A RED BARN, 4 FEET WEST OF A
 KV1237'POWER-TRANSMISSION LINE POLE, 2 FEET WEST OF A FENCE, AND ABOUT
 KV1237'2 FEET LOWER THAN THE HIGHWAY.
 KV1237
 KV1237                          STATION RECOVERY (1995)
 KV1237
 KV1237'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1294 ***********************************************************************
 KV1294  DESIGNATION -  P 24
 KV1294  PID         -  KV1294
 KV1294  STATE/COUNTY-  NJ/MORRIS
 KV1294  USGS QUAD   -  CHESTER (1981)
 KV1294
 KV1294                         *CURRENT SURVEY CONTROL
 KV1294  ___________________________________________________________________
 KV1294* NAD 83(1986)-  40 51 34.     (N)    074 41 57.     (W)     SCALED    
 KV1294* NAVD 88     -       281.021  (meters)     921.98   (feet)  ADJUSTED  
 KV1294  ___________________________________________________________________
 KV1294  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV1294  DYNAMIC HT  -         280.891 (meters)     921.56  (feet)  COMP
 KV1294  MODELED GRAV-     980,152.7   (mgal)                       NAVD 88
 KV1294
 KV1294  VERT ORDER  -  SECOND    CLASS 0
 KV1294
 KV1294.The horizontal coordinates were scaled from a topographic map and have
 KV1294.an estimated accuracy of +/- 6 seconds.
 KV1294
 KV1294.The orthometric height was determined by differential leveling
 KV1294.and adjusted by the National Geodetic Survey in June 1991..
 KV1294
 KV1294.The geoid height was determined by GEOID03.
 KV1294
 KV1294.The dynamic height is computed by dividing the NAVD 88
 KV1294.geopotential number by the normal gravity value computed on the
 KV1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1294.degrees latitude (g = 980.6199 gals.).
 KV1294
 KV1294.The modeled gravity was interpolated from observed gravity values.
 KV1294
 KV1294;                    North         East    Units  Estimated Accuracy
 KV1294;SPC NJ       -   224,960.      133,210.      MT  (+/- 180 meters Scaled)
 KV1294
 KV1294                          SUPERSEDED SURVEY CONTROL
 KV1294
 KV1294  NGVD 29 (??/??/??)  281.240  (m)          922.70   (f) ADJUSTED    2 0
 KV1294
 KV1294.Superseded values are not recommended for survey control.
 KV1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1294.See file dsdata.txt to determine how the superseded data were derived.
 KV1294
 KV1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL253231(NAD 83)
 KV1294_MARKER: DB = BENCH MARK DISK
 KV1294_SETTING: 80 = SET IN A BOULDER
 KV1294_SP_SET: BOULDER
 KV1294_STAMPING: P 24 1942
 KV1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1294+STABILITY: SURFACE MOTION
 KV1294
 KV1294  HISTORY     - Date     Condition        Report By
 KV1294  HISTORY     - 1942     MONUMENTED       CGS
 KV1294  HISTORY     - 1954     MARK NOT FOUND   CGS
 KV1294  HISTORY     - 1985     GOOD             USPSQD
 KV1294
 KV1294                          STATION DESCRIPTION
 KV1294
 KV1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1294'3 MI SE FROM NETCONG.
 KV1294'3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 31 FROM THE DELAWARE,
 KV1294'LACKAWANNA AND WESTERN RAILROAD STATION AT NETCONG, MORRIS
 KV1294'COUNTY, 87.7 FEET NORTH ACROSS THE HIGHWAY FROM A POWER-TRANSMISSION
 KV1294'LINE POLE, 82 FEET NORTHWEST ACROSS THE HIGHWAY FROM A BLAZED
 KV1294'POPLAR TREE, 41.1 FEET NORTHWEST OF THE CENTERLINE OF THE
 KV1294'HIGHWAY, ABOUT 2.5 FEET HIGHER THAN THE HIGHWAY, AND IN THE
 KV1294'TOP OF A BOULDER.
 KV1294
 KV1294                          STATION RECOVERY (1954)
 KV1294
 KV1294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KV1294'MARK NOT FOUND.
 KV1294
 KV1294                          STATION RECOVERY (1985)
 KV1294
 KV1294'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV1294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1353 ***********************************************************************
 KV1353  DESIGNATION -  P 25
 KV1353  PID         -  KV1353
 KV1353  STATE/COUNTY-  NJ/SOMERSET
 KV1353  USGS QUAD   -  GLADSTONE (1995)
 KV1353
 KV1353                         *CURRENT SURVEY CONTROL
 KV1353  ___________________________________________________________________
 KV1353* NAD 83(1986)-  40 42 26.     (N)    074 43 01.     (W)     SCALED    
 KV1353* NAVD 88     -        59.747  (meters)     196.02   (feet)  ADJUSTED  
 KV1353  ___________________________________________________________________
 KV1353  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KV1353  DYNAMIC HT  -          59.720 (meters)     195.93  (feet)  COMP
 KV1353  MODELED GRAV-     980,179.7   (mgal)                       NAVD 88
 KV1353
 KV1353  VERT ORDER  -  SECOND    CLASS 0
 KV1353
 KV1353.The horizontal coordinates were scaled from a topographic map and have
 KV1353.an estimated accuracy of +/- 6 seconds.
 KV1353
 KV1353.The orthometric height was determined by differential leveling
 KV1353.and adjusted by the National Geodetic Survey in June 1991..
 KV1353
 KV1353.The geoid height was determined by GEOID03.
 KV1353
 KV1353.The dynamic height is computed by dividing the NAVD 88
 KV1353.geopotential number by the normal gravity value computed on the
 KV1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1353.degrees latitude (g = 980.6199 gals.).
 KV1353
 KV1353.The modeled gravity was interpolated from observed gravity values.
 KV1353
 KV1353;                    North         East    Units  Estimated Accuracy
 KV1353;SPC NJ       -   208,060.      131,670.      MT  (+/- 180 meters Scaled)
 KV1353
 KV1353                          SUPERSEDED SURVEY CONTROL
 KV1353
 KV1353  NGVD 29 (??/??/??)   59.988  (m)          196.81   (f) ADJUSTED    2 0
 KV1353
 KV1353.Superseded values are not recommended for survey control.
 KV1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1353.See file dsdata.txt to determine how the superseded data were derived.
 KV1353
 KV1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL239062(NAD 83)
 KV1353_MARKER: DB = BENCH MARK DISK
 KV1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1353_SP_SET: CONCRETE POST
 KV1353_STAMPING: P 25 1942
 KV1353_MARK LOGO: CGS   
 KV1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1353+STABILITY: SURFACE MOTION
 KV1353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1353+SATELLITE: SATELLITE OBSERVATIONS - December 14, 1989
 KV1353
 KV1353  HISTORY     - Date     Condition        Report By
 KV1353  HISTORY     - 1942     MONUMENTED       CGS
 KV1353  HISTORY     - 1982     GOOD             USGS
 KV1353  HISTORY     - 19891214 GOOD             NJGS
 KV1353
 KV1353                          STATION DESCRIPTION
 KV1353
 KV1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1353'0.5 MI S FROM POTTERSVILLE.
 KV1353'0.5 MILE SOUTH ALONG A MACADAM ROAD FROM THE POTTERSVILLE
 KV1353'REFORMED CHURCH AT POTTERSVILLE, SOMERSET COUNTY, 125 FEET NORTH
 KV1353'OF A CONCRETE BRIDGE, 65.6 FEET SOUTHWEST ACROSS THE ROAD FROM
 KV1353'POLE BT-141, 33.2 FEET WEST OF THE CENTERLINE OF THE ROAD,
 KV1353'18.3 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY LEADING TO A
 KV1353'1-STORY WHITE HOUSE, AND ABOUT 2 FEET FROM A WHITE WOODEN
 KV1353'WITNESS POST PAINTED USBM.
 KV1353
 KV1353                          STATION RECOVERY (1982)
 KV1353
 KV1353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KV1353'RECOVERED IN GOOD CONDITION.
 KV1353
 KV1353                          STATION RECOVERY (1989)
 KV1353
 KV1353'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV1353'THE STATION IS LOCATED IN BEDMINSTER TOWNSHIP, ON THE WEST SIDE OF
 KV1353'BLACK RIVER ROAD.  TO REACH THE STATION FROM THE POTTERSVILLE
 KV1353'REFORMED CHURCH, AT THE JUNCTION OF POTTERSVILLE ROAD, COUNTY ROUTE
 KV1353'512 AND BLACK RIVER ROAD, IN POTTERSVILLE, GO 0.55 KM (0.34 MI) SOUTH
 KV1353'ON BLACK RIVER ROAD TO THE FIRST DRIVEWAY NORTH OF HERZOG BROOK AND
 KV1353'THE STATION ON THE SOUTH SIDE OF THE DRIVE.  THE STATION IS 5.0 M
 KV1353'(16.40 FT) SOUTH OF THE STONE DRIVEWAY CENTERLINE, 10.7 M (35.10 FT)
 KV1353'WEST OF THE BLACK RIVER ROAD CENTERLINE, 25.85 M (84.81 FT) SOUTHEAST
 KV1353'OF THE SOUTHWEST CORNER OF A 2.5 STORY RED BARN, 19.85 M (65.12 FT)
 KV1353'SOUTH OF THE SOUTHEAST CORNER OF THE BARN, 7.7 M (25.26 FT) WEST OF
 KV1353'THE EDGE OF ROAD, 20. 5 M (16.40 FT) SOUTHWEST OF POLE NJ 141 BDR,
 KV1353'14.55 M (47.74 FT) SOUTH SOUTHWEST OF SOMERSET COUNTY GPS MONUMENT
 KV1353'128  AND 56.9 M (186.68 FT) NORTH OF THE HERZOG BROOK CENTERLINE AT
 KV1353'THE BRIDGE.  THE STATION IS 0.1 M (0.33 FT) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0548 ***********************************************************************
 KV0548  DESIGNATION -  P 26
 KV0548  PID         -  KV0548
 KV0548  STATE/COUNTY-  NJ/MIDDLESEX
 KV0548  USGS QUAD   -  PLAINFIELD (1995)
 KV0548
 KV0548                         *CURRENT SURVEY CONTROL
 KV0548  ___________________________________________________________________
 KV0548* NAD 83(1986)-  40 34 21.     (N)    074 29 33.     (W)     SCALED    
 KV0548* NAVD 88     -        18.200  (meters)      59.71   (feet)  ADJUSTED  
 KV0548  ___________________________________________________________________
 KV0548  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KV0548  DYNAMIC HT  -          18.192 (meters)      59.68  (feet)  COMP
 KV0548  MODELED GRAV-     980,187.9   (mgal)                       NAVD 88
 KV0548
 KV0548  VERT ORDER  -  FIRST     CLASS II
 KV0548
 KV0548.The horizontal coordinates were scaled from a topographic map and have
 KV0548.an estimated accuracy of +/- 6 seconds.
 KV0548
 KV0548.The orthometric height was determined by differential leveling
 KV0548.and adjusted by the National Geodetic Survey in June 1991..
 KV0548
 KV0548.The geoid height was determined by GEOID03.
 KV0548
 KV0548.The dynamic height is computed by dividing the NAVD 88
 KV0548.geopotential number by the normal gravity value computed on the
 KV0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0548.degrees latitude (g = 980.6199 gals.).
 KV0548
 KV0548.The modeled gravity was interpolated from observed gravity values.
 KV0548
 KV0548;                    North         East    Units  Estimated Accuracy
 KV0548;SPC NJ       -   193,080.      150,640.      MT  (+/- 180 meters Scaled)
 KV0548
 KV0548                          SUPERSEDED SURVEY CONTROL
 KV0548
 KV0548  NGVD 29 (??/??/??)   18.500  (m)           60.70   (f) ADJUSTED    1 2
 KV0548
 KV0548.Superseded values are not recommended for survey control.
 KV0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0548.See file dsdata.txt to determine how the superseded data were derived.
 KV0548
 KV0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK429914(NAD 83)
 KV0548_MARKER: DB = BENCH MARK DISK
 KV0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0548_STAMPING: P 26 1942
 KV0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0548+STABILITY: SURFACE MOTION
 KV0548
 KV0548  HISTORY     - Date     Condition        Report By
 KV0548  HISTORY     - 1942     MONUMENTED       CGS
 KV0548  HISTORY     - 1971     MARK NOT FOUND   USGS
 KV0548  HISTORY     - 1978     MARK NOT FOUND   NGS
 KV0548
 KV0548                          STATION DESCRIPTION
 KV0548
 KV0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV0548'AT MIDDLESEX.
 KV0548'AT MIDDLESEX COUNTY, 69.3 FEET NORTHEAST OF THE NORTHEAST CORNER
 KV0548'OF THE CENTRAL RAILROAD OF NEW JERSEY STATION, IN THE SOUTHEAST
 KV0548'CORNER OF A LARGE GRASSY PLOT OF GROUND, 47 FEET WEST OF THE
 KV0548'CENTERLINE OF A STREET, 15 FEET NORTH OF A SIDE TRACK LEADING TO
 KV0548'A COAL YARD, AND 10 FEET WEST OF A MAPLE TREE.
 KV0548
 KV0548                          STATION RECOVERY (1971)
 KV0548
 KV0548'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KV0548'MARK NOT FOUND.
 KV0548
 KV0548                          STATION RECOVERY (1978)
 KV0548
 KV0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0548'THE LOCATION OF THE MARK HAS BEEN CLEARED FOR TRUCK
 KV0548'PARKING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1373 ***********************************************************************
 KV1373  DESIGNATION -  P 27
 KV1373  PID         -  KV1373
 KV1373  STATE/COUNTY-  NJ/HUNTERDON
 KV1373  USGS QUAD   -  PITTSTOWN (1970)
 KV1373
 KV1373                         *CURRENT SURVEY CONTROL
 KV1373  ___________________________________________________________________
 KV1373* NAD 83(1986)-  40 30 27.     (N)    074 55 02.     (W)     SCALED    
 KV1373* NAVD 88     -       161.505  (meters)     529.87   (feet)  ADJUSTED  
 KV1373  ___________________________________________________________________
 KV1373  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KV1373  DYNAMIC HT  -         161.426 (meters)     529.61  (feet)  COMP
 KV1373  MODELED GRAV-     980,136.4   (mgal)                       NAVD 88
 KV1373
 KV1373  VERT ORDER  -  SECOND    CLASS 0
 KV1373
 KV1373.The horizontal coordinates were scaled from a topographic map and have
 KV1373.an estimated accuracy of +/- 6 seconds.
 KV1373
 KV1373.The orthometric height was determined by differential leveling
 KV1373.and adjusted by the National Geodetic Survey in June 1991..
 KV1373
 KV1373.The geoid height was determined by GEOID03.
 KV1373
 KV1373.The dynamic height is computed by dividing the NAVD 88
 KV1373.geopotential number by the normal gravity value computed on the
 KV1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1373.degrees latitude (g = 980.6199 gals.).
 KV1373
 KV1373.The modeled gravity was interpolated from observed gravity values.
 KV1373
 KV1373;                    North         East    Units  Estimated Accuracy
 KV1373;SPC NJ       -   185,950.      114,640.      MT  (+/- 180 meters Scaled)
 KV1373
 KV1373                          SUPERSEDED SURVEY CONTROL
 KV1373
 KV1373  NGVD 29 (??/??/??)  161.750  (m)          530.67   (f) ADJUSTED    2 0
 KV1373
 KV1373.Superseded values are not recommended for survey control.
 KV1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1373.See file dsdata.txt to determine how the superseded data were derived.
 KV1373
 KV1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK070840(NAD 83)
 KV1373_MARKER: DB = BENCH MARK DISK
 KV1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1373_STAMPING: P 27 1942
 KV1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1373+STABILITY: SURFACE MOTION
 KV1373
 KV1373  HISTORY     - Date     Condition        Report By
 KV1373  HISTORY     - 1942     MONUMENTED       CGS
 KV1373  HISTORY     - 1956     GOOD             CGS
 KV1373  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 KV1373
 KV1373                          STATION DESCRIPTION
 KV1373
 KV1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1373'3.3 MI W FROM FLEMINGTON.
 KV1373'0.1 MILE SOUTH ALONG MAIN STREET FROM THE COUNTY COURTHOUSE AT
 KV1373'FLEMINGTON, THENCE 0.7 MILE WEST ALONG MINE STREET, THENCE 2.5
 KV1373'MILES WEST ALONG STATE HIGHWAY 12, AT THE T JUNCTION OF A FARM
 KV1373'ROAD LEADING SOUTH, 87 FEET WEST OF TELEPHONE POLE NO. 74, 68.8
 KV1373'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 37.7 FEET SOUTH OF
 KV1373'THE SOUTH END OF THE EAST CONCRETE HEADWALL OF AN 18-INCH
 KV1373'CORRUGATED METAL PIPE CULVERT UNDER THE FARM ROAD, 12 1/2 FEET
 KV1373'EAST OF THE CENTER LINE OF THE FARM ROAD, 6 FEET SOUTH OF A
 KV1373'LONE 24-INCH FORKED TREE, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY
 KV1373'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES.
 KV1373
 KV1373                          STATION RECOVERY (1995)
 KV1373
 KV1373'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1063 ***********************************************************************
 KV1063  DESIGNATION -  P 29
 KV1063  PID         -  KV1063
 KV1063  STATE/COUNTY-  NJ/HUNTERDON
 KV1063  USGS QUAD   -  STOCKTON (1981)
 KV1063
 KV1063                         *CURRENT SURVEY CONTROL
 KV1063  ___________________________________________________________________
 KV1063* NAD 83(1986)-  40 24 52.     (N)    074 58 08.     (W)     SCALED    
 KV1063* NAVD 88     -        89.559  (meters)     293.83   (feet)  ADJUSTED  
 KV1063  ___________________________________________________________________
 KV1063  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KV1063  DYNAMIC HT  -          89.516 (meters)     293.69  (feet)  COMP
 KV1063  MODELED GRAV-     980,146.2   (mgal)                       NAVD 88
 KV1063
 KV1063  VERT ORDER  -  FIRST     CLASS I
 KV1063
 KV1063.The horizontal coordinates were scaled from a topographic map and have
 KV1063.an estimated accuracy of +/- 6 seconds.
 KV1063
 KV1063.The orthometric height was determined by differential leveling
 KV1063.and adjusted by the National Geodetic Survey in June 1991..
 KV1063
 KV1063.The geoid height was determined by GEOID03.
 KV1063
 KV1063.The dynamic height is computed by dividing the NAVD 88
 KV1063.geopotential number by the normal gravity value computed on the
 KV1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1063.degrees latitude (g = 980.6199 gals.).
 KV1063
 KV1063.The modeled gravity was interpolated from observed gravity values.
 KV1063
 KV1063;                    North         East    Units  Estimated Accuracy
 KV1063;SPC NJ       -   175,640.      110,210.      MT  (+/- 180 meters Scaled)
 KV1063
 KV1063                          SUPERSEDED SURVEY CONTROL
 KV1063
 KV1063  NGVD 29 (01/10/92)   89.832  (m)          294.72   (f) ADJUSTED    1 1
 KV1063
 KV1063.Superseded values are not recommended for survey control.
 KV1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1063.See file dsdata.txt to determine how the superseded data were derived.
 KV1063
 KV1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK026737(NAD 83)
 KV1063_MARKER: DB = BENCH MARK DISK
 KV1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1063_SP_SET: CONCRETE POST
 KV1063_STAMPING: P 29 1942
 KV1063_MARK LOGO: CGS   
 KV1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1063+STABILITY: SURFACE MOTION
 KV1063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1063+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1989
 KV1063
 KV1063  HISTORY     - Date     Condition        Report By
 KV1063  HISTORY     - 1942     MONUMENTED       CGS
 KV1063  HISTORY     - 19890606 GOOD             NJGS
 KV1063
 KV1063                          STATION DESCRIPTION
 KV1063
 KV1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1063'1 MI NE FROM STOCKTON.
 KV1063'1 MILE NORTHEAST ALONG SECONDARY ROAD 522 FROM THE PENNSYLVANIA
 KV1063'RAILROAD STATION AT STOCKTON, HUNTERDON COUNTY, AT THE JUNCTION
 KV1063'OF A FARM ROAD LEADING NORTH, OPPOSITE A 2-STORY WHITE FARMHOUSE,
 KV1063'AT THE SOUTHWEST CORNER OF A CULTIVATED FIELD, 28 FEET NORTHWEST
 KV1063'OF THE CENTERLINE OF THE MAIN ROAD, 18 FEET SOUTHEAST OF THE
 KV1063'CENTERLINE OF THE FARM ROAD, 12.7 FEET NORTHWEST OF A POLE,
 KV1063'6 FEET SOUTHEAST OF A 26-INCH CHERRY TREE, AND 3 FEET SOUTHWEST
 KV1063'OF A WITNESS POST.
 KV1063
 KV1063                          STATION RECOVERY (1989)
 KV1063
 KV1063'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV1063'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1063'IN DELAWARE TOWNSHIP, 1.3 KM (0.80 MI) NORTHWEST ALONG HUNTERDON
 KV1063'COUNTY ROUTE 523 FROM THE JUNCTION WITH STATE HIGHWAY 29 IN THE
 KV1063'BOROUGH OF STOCKTON, TO THE MARK ON THE LEFT AT THE NORTHWEST CORNER
 KV1063'OF A FARM ROAD LEADING TO THE ESTATE OF AUSTIN L. DAVISON, RD 3 BOX
 KV1063'23.  THE STATION IS ALSO OPPOSITE A TWO STORY FRAME HOUSE, RD 3 BOX
 KV1063'22, 23.4 M (76.8 FT) NORTH OF THE NORTHWEST CORNER OF THE FRAME HOUSE,
 KV1063'23.3 M (76.4 FT) NORTHWEST OF THE NORTH CORNER OF THE SAME HOUSE, 3.5
 KV1063'M (11.5 FT) NORTH OF POLE NUMBER BT511 50, 5.5 M (18.0 FT) NORTHEAST
 KV1063'OF THE CENTERLINE OF THE FARM ROAD, 8.5 M (27.9 FT) NORTHWEST OF ROUTE
 KV1063'523, 0.06 M (0.2 FT) SOUTHWEST OF A WITNESS POST, ABOUT 0.67 M
 KV1063'(2.2 FT) ABOVE THE PAVED SURFACE OF ROUTE 523 AND FLUSH WITH THE
 KV1063'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0780 ***********************************************************************
 LY0780  DESIGNATION -  P 30
 LY0780  PID         -  LY0780
 LY0780  STATE/COUNTY-  NJ/SUSSEX
 LY0780  USGS QUAD   -  CULVERS GAP (1997)
 LY0780
 LY0780                         *CURRENT SURVEY CONTROL
 LY0780  ___________________________________________________________________
 LY0780* NAD 83(1986)-  41 08 07.     (N)    074 46 37.     (W)     SCALED    
 LY0780* NAVD 88     -       272.994  (meters)     895.65   (feet)  ADJUSTED  
 LY0780  ___________________________________________________________________
 LY0780  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 LY0780  DYNAMIC HT  -         272.875 (meters)     895.26  (feet)  COMP
 LY0780  MODELED GRAV-     980,181.4   (mgal)                       NAVD 88
 LY0780
 LY0780  VERT ORDER  -  SECOND    CLASS 0
 LY0780
 LY0780.The horizontal coordinates were scaled from a topographic map and have
 LY0780.an estimated accuracy of +/- 6 seconds.
 LY0780
 LY0780.The orthometric height was determined by differential leveling
 LY0780.and adjusted by the National Geodetic Survey in June 1991..
 LY0780
 LY0780.The geoid height was determined by GEOID03.
 LY0780
 LY0780.The dynamic height is computed by dividing the NAVD 88
 LY0780.geopotential number by the normal gravity value computed on the
 LY0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0780.degrees latitude (g = 980.6199 gals.).
 LY0780
 LY0780.The modeled gravity was interpolated from observed gravity values.
 LY0780
 LY0780;                    North         East    Units  Estimated Accuracy
 LY0780;SPC NJ       -   255,610.      126,750.      MT  (+/- 180 meters Scaled)
 LY0780
 LY0780                          SUPERSEDED SURVEY CONTROL
 LY0780
 LY0780  NGVD 29 (??/??/92)  273.190  (m)          896.29   (f) ADJ UNCH    2 0
 LY0780
 LY0780.Superseded values are not recommended for survey control.
 LY0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0780.See file dsdata.txt to determine how the superseded data were derived.
 LY0780
 LY0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL187537(NAD 83)
 LY0780_MARKER: DB = BENCH MARK DISK
 LY0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0780_STAMPING: P 30 1942
 LY0780_MARK LOGO: CGS   
 LY0780_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0780+STABILITY: SURFACE MOTION
 LY0780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0780+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2006
 LY0780
 LY0780  HISTORY     - Date     Condition        Report By
 LY0780  HISTORY     - 1942     MONUMENTED       CGS
 LY0780  HISTORY     - 19950112 GOOD             NJGS
 LY0780  HISTORY     - 20060611 GOOD             GEOCAC
 LY0780
 LY0780                          STATION DESCRIPTION
 LY0780
 LY0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0780'2.6 MI SW FROM BRANCHVILLE.
 LY0780'1.3 MILES WEST ALONG STATE HIGHWAY NO. S 31 FROM THE HIGHWAY
 LY0780'BRIDGE OVER THE D. L. AND W. RAILROAD ON THE SOUTH EDGE OF
 LY0780'BRANCHVILLE, THENCE 1.3 MILES SOUTHWEST ALONG A GRAVEL ROAD,
 LY0780'ABOUT 300 FEET SOUTH OF A 2-STORY STONE HOUSE, AT AN INTERSECTION
 LY0780'OF THE GRAVEL ROAD AND A DIRT ROAD LEADING NORTHWEST, 31 FEET
 LY0780'NORTHEAST OF THE CENTER LINE OF THE DIRT ROAD, 30 FEET NORTHWEST
 LY0780'OF THE CENTER LINE OF THE GRAVEL ROAD, 2.7 FEET SOUTH OF THE
 LY0780'SOUTH CORNER OF A STONE PILLAR, AND 1 FOOT SOUTHEAST OF A
 LY0780'STANDARD REFERENCE POST.  A STANDARD DISK, SET IN THE TOP OF A
 LY0780'CONCRETE POST.
 LY0780
 LY0780                          STATION RECOVERY (1995)
 LY0780
 LY0780'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0780'RECOVERED AS DESCRIBED.
 LY0780
 LY0780                          STATION RECOVERY (2006)
 LY0780
 LY0780'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0780'GRAVEL ROAD IS NOW PAVED, AND IS KEMAH LAKE ROAD.  DIRT ROAD LEADING
 LY0780'NORTHWEST IS NOW THE ENTRANCE TO BEAR SWAMP STATE WILDLIFE MANAGEMENT
 LY0780'AREA.  STATION IS SOUTH OF SECOND STONE PILLAR NORTHEAST OF DIRT ROAD.
 LY0780' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0486 ***********************************************************************
 LY0486  DESIGNATION -  P 31
 LY0486  PID         -  LY0486
 LY0486  STATE/COUNTY-  NJ/PASSAIC
 LY0486  USGS QUAD   -  GREENWOOD LAKE (1954)
 LY0486
 LY0486                         *CURRENT SURVEY CONTROL
 LY0486  ___________________________________________________________________
 LY0486* NAD 83(1986)-  41 09 40.     (N)    074 22 27.     (W)     SCALED    
 LY0486* NAVD 88     -       305.609  (meters)    1002.65   (feet)  ADJUSTED  
 LY0486  ___________________________________________________________________
 LY0486  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LY0486  DYNAMIC HT  -         305.474 (meters)    1002.21  (feet)  COMP
 LY0486  MODELED GRAV-     980,173.6   (mgal)                       NAVD 88
 LY0486
 LY0486  VERT ORDER  -  FIRST     CLASS II
 LY0486
 LY0486.The horizontal coordinates were scaled from a topographic map and have
 LY0486.an estimated accuracy of +/- 6 seconds.
 LY0486
 LY0486.The orthometric height was determined by differential leveling
 LY0486.and adjusted by the National Geodetic Survey in June 1991..
 LY0486
 LY0486.The geoid height was determined by GEOID03.
 LY0486
 LY0486.The dynamic height is computed by dividing the NAVD 88
 LY0486.geopotential number by the normal gravity value computed on the
 LY0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0486.degrees latitude (g = 980.6199 gals.).
 LY0486
 LY0486.The modeled gravity was interpolated from observed gravity values.
 LY0486
 LY0486;                    North         East    Units  Estimated Accuracy
 LY0486;SPC NJ       -   258,450.      160,560.      MT  (+/- 180 meters Scaled)
 LY0486
 LY0486                          SUPERSEDED SURVEY CONTROL
 LY0486
 LY0486  NGVD 29 (??/??/92)  305.912  (m)         1003.65   (f) ADJ UNCH    1 2
 LY0486
 LY0486.Superseded values are not recommended for survey control.
 LY0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0486.See file dsdata.txt to determine how the superseded data were derived.
 LY0486
 LY0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL525568(NAD 83)
 LY0486_MARKER: DB = BENCH MARK DISK
 LY0486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0486_SP_SET: BASE OF CONCRETE BALUSTRADE
 LY0486_STAMPING: P 31 1942
 LY0486_MARK LOGO: CGS   
 LY0486_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY0486+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1992
 LY0486
 LY0486  HISTORY     - Date     Condition        Report By
 LY0486  HISTORY     - 1942     MONUMENTED       CGS
 LY0486  HISTORY     - 1979     GOOD             NGS
 LY0486  HISTORY     - 19921016 GOOD             NJGS
 LY0486  HISTORY     - 19950912 GOOD             USPSQD
 LY0486
 LY0486                          STATION DESCRIPTION
 LY0486
 LY0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0486'2.1 MI W FROM BROWNS.
 LY0486'2.1 MILES WEST ALONG A SURFACED ROAD FROM THE POST OFFICE AT
 LY0486'BROWNS PASSAIC COUNTY, AT A CONCRETE BRIDGE, IN THE NORTHEND
 LY0486'OF THE BASE OF THE EAST RAILING, AND 15.5 FEET WEST OF THE
 LY0486'CENTERLINE OF THE ROAD.
 LY0486
 LY0486                          STATION RECOVERY (1979)
 LY0486
 LY0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0486'RECOVERED IN GOOD CONDITION.
 LY0486
 LY0486                          STATION RECOVERY (1992)
 LY0486
 LY0486'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 LY0486'THE STATION IS LCATED IN WEST MILFORD TOWNSHIP ON THE SOUTHWEST SIDE
 LY0486'OF THE WARWICK TURNPIKE.  TO REACH THE STATION FROM THE WYE
 LY0486'INTERSECTION OF WARWICK TURNPIKE AND THE END OF UNION VALLEY ROAD,
 LY0486'COUNTY ROAD 513, IN BROWNS, GO NORTHWEST ON WARWICK TURNPIKE FOR 1.15
 LY0486'MI (1.85 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN THE BASE OF
 LY0486'THE NORTHEAST CONCRETE BALUSTRADE OF BRIDGE NUMBER 447 OVER GREEN
 LY0486'BROOK. THE STATION IS 15.5 FT (4.7 M) EAST FROM THE CENTERLINE OF THE
 LY0486'ROAD AND ABOUT 1.5 M (4.9 FT) SOUTHEAST FROM THE NORTHEAST END OF THE
 LY0486'BRIDGE.
 LY0486
 LY0486                          STATION RECOVERY (1995)
 LY0486
 LY0486'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0842 ***********************************************************************
 LY0842  DESIGNATION -  P 32
 LY0842  PID         -  LY0842
 LY0842  STATE/COUNTY-  NJ/SUSSEX
 LY0842  USGS QUAD   -  HAMBURG (1976)
 LY0842
 LY0842                         *CURRENT SURVEY CONTROL
 LY0842  ___________________________________________________________________
 LY0842* NAD 83(1986)-  41 10 42.     (N)    074 32 20.     (W)     SCALED    
 LY0842* NAVD 88     -       132.412  (meters)     434.42   (feet)  ADJUSTED  
 LY0842  ___________________________________________________________________
 LY0842  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 LY0842  DYNAMIC HT  -         132.355 (meters)     434.23  (feet)  COMP
 LY0842  MODELED GRAV-     980,196.5   (mgal)                       NAVD 88
 LY0842
 LY0842  VERT ORDER  -  SECOND    CLASS 0
 LY0842
 LY0842.The horizontal coordinates were scaled from a topographic map and have
 LY0842.an estimated accuracy of +/- 6 seconds.
 LY0842
 LY0842.The orthometric height was determined by differential leveling
 LY0842.and adjusted by the National Geodetic Survey in June 1991..
 LY0842
 LY0842.The geoid height was determined by GEOID03.
 LY0842
 LY0842.The dynamic height is computed by dividing the NAVD 88
 LY0842.geopotential number by the normal gravity value computed on the
 LY0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0842.degrees latitude (g = 980.6199 gals.).
 LY0842
 LY0842.The modeled gravity was interpolated from observed gravity values.
 LY0842
 LY0842;                    North         East    Units  Estimated Accuracy
 LY0842;SPC NJ       -   260,350.      146,740.      MT  (+/- 180 meters Scaled)
 LY0842
 LY0842                          SUPERSEDED SURVEY CONTROL
 LY0842
 LY0842  NGVD 29 (??/??/92)  132.618  (m)          435.10   (f) ADJ UNCH    2 0
 LY0842
 LY0842.Superseded values are not recommended for survey control.
 LY0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0842.See file dsdata.txt to determine how the superseded data were derived.
 LY0842
 LY0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL386586(NAD 83)
 LY0842_MARKER: DB = BENCH MARK DISK
 LY0842_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0842_SP_SET: BRIDGE WALL
 LY0842_STAMPING: P 32 1942
 LY0842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0842
 LY0842  HISTORY     - Date     Condition        Report By
 LY0842  HISTORY     - 1942     MONUMENTED       CGS
 LY0842  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LY0842
 LY0842                          STATION DESCRIPTION
 LY0842
 LY0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0842'AT MC AFEE.
 LY0842'AT MC AFEE, SUSSEX COUNTY, ON THE LEHIGH AND HUDSON RIVER RAILWAY,
 LY0842'AT A ROAD CROSSING, 106 FEET NORTHWEST OF THE CENTERLINE OF THE
 LY0842'TRACK, AT A CONCRETE HIGHWAY BRIDGE, IN THE TOP OF THE SOUTHWEST
 LY0842'WING WALL, AND 11 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD.
 LY0842
 LY0842                          STATION RECOVERY (1985)
 LY0842
 LY0842'RECOVERY NOTE BY US POWER SQUADRON 1985
 LY0842'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0820 ***********************************************************************
 LY0820  DESIGNATION -  P 34
 LY0820  PID         -  LY0820
 LY0820  STATE/COUNTY-  NJ/SUSSEX
 LY0820  USGS QUAD   -  BRANCHVILLE (1995)
 LY0820
 LY0820                         *CURRENT SURVEY CONTROL
 LY0820  ___________________________________________________________________
 LY0820* NAD 83(1986)-  41 13 10.     (N)    074 42 23.     (W)     SCALED    
 LY0820* NAVD 88     -       299.996  (meters)     984.24   (feet)  ADJUSTED  
 LY0820  ___________________________________________________________________
 LY0820  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LY0820  DYNAMIC HT  -         299.857 (meters)     983.78  (feet)  COMP
 LY0820  MODELED GRAV-     980,155.2   (mgal)                       NAVD 88
 LY0820
 LY0820  VERT ORDER  -  SECOND    CLASS 0
 LY0820
 LY0820.The horizontal coordinates were scaled from a topographic map and have
 LY0820.an estimated accuracy of +/- 6 seconds.
 LY0820
 LY0820.The orthometric height was determined by differential leveling
 LY0820.and adjusted by the National Geodetic Survey in June 1991..
 LY0820
 LY0820.The geoid height was determined by GEOID03.
 LY0820
 LY0820.The dynamic height is computed by dividing the NAVD 88
 LY0820.geopotential number by the normal gravity value computed on the
 LY0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0820.degrees latitude (g = 980.6199 gals.).
 LY0820
 LY0820.The modeled gravity was interpolated from observed gravity values.
 LY0820
 LY0820;                    North         East    Units  Estimated Accuracy
 LY0820;SPC NJ       -   264,940.      132,700.      MT  (+/- 180 meters Scaled)
 LY0820
 LY0820                          SUPERSEDED SURVEY CONTROL
 LY0820
 LY0820  NGVD 29 (??/??/92)  300.168  (m)          984.80   (f) ADJ UNCH    2 0
 LY0820
 LY0820.Superseded values are not recommended for survey control.
 LY0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0820.See file dsdata.txt to determine how the superseded data were derived.
 LY0820
 LY0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL246631(NAD 83)
 LY0820_MARKER: DB = BENCH MARK DISK
 LY0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0820_STAMPING: P 34 1942
 LY0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0820+STABILITY: SURFACE MOTION
 LY0820
 LY0820  HISTORY     - Date     Condition        Report By
 LY0820  HISTORY     - 1942     MONUMENTED       CGS
 LY0820  HISTORY     - 1954     MARK NOT FOUND   USGS
 LY0820
 LY0820                          STATION DESCRIPTION
 LY0820
 LY0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0820'5.9 MI SW FROM COLESVILLE.
 LY0820'4.2 MILES SOUTHWEST ALONG THE COLESVILLE TO BEEMERVILLE GRAVEL
 LY0820'ROAD FROM THE POST OFFICE AT COLESVILLE, THENCE 1.7 MILES
 LY0820'SOUTHWEST ALONG A SMALLER GRAVEL ROAD, ABOUT 1 MILE NORTHWEST OF
 LY0820'BEEMERVILLE, AT AN INTERSECTION OF THE NORTHEAST-SOUTHWEST GRAVEL
 LY0820'ROAD AND A GRAVEL ROAD LEADING SOUTHEAST TO BEEMERVILLE AND AN
 LY0820'OLD ABANDONED ROAD LEADING NORTHWEST ACROSS KITTATINNY MOUNTAIN,
 LY0820'27 FEET NORTHWEST OF THE CENTER LINE OF THE GRAVEL ROAD, 9 FEET
 LY0820'SOUTHWEST OF THE CENTER LINE OF THE ABANDONED ROAD, 6.2 FEET
 LY0820'NORTHEAST OF A FENCE, AND 1.2 FEET SOUTHEAST OF A STANDARD
 LY0820'REFERENCE POST.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 LY0820'POST.
 LY0820
 LY0820                          STATION RECOVERY (1954)
 LY0820
 LY0820'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LY0820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0812 ***********************************************************************
 LY0812  DESIGNATION -  P 35
 LY0812  PID         -  LY0812
 LY0812  STATE/COUNTY-  NJ/SUSSEX
 LY0812  USGS QUAD   -  NEWTON EAST (1971)
 LY0812
 LY0812                         *CURRENT SURVEY CONTROL
 LY0812  ___________________________________________________________________
 LY0812* NAD 83(1986)-  41 05 07.     (N)    074 41 53.     (W)     SCALED    
 LY0812* NAVD 88     -       170.559  (meters)     559.58   (feet)  ADJUSTED  
 LY0812  ___________________________________________________________________
 LY0812  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 LY0812  DYNAMIC HT  -         170.485 (meters)     559.33  (feet)  COMP
 LY0812  MODELED GRAV-     980,188.1   (mgal)                       NAVD 88
 LY0812
 LY0812  VERT ORDER  -  SECOND    CLASS 0
 LY0812
 LY0812.The horizontal coordinates were scaled from a topographic map and have
 LY0812.an estimated accuracy of +/- 6 seconds.
 LY0812
 LY0812.The orthometric height was determined by differential leveling
 LY0812.and adjusted by the National Geodetic Survey in June 1991..
 LY0812
 LY0812.The geoid height was determined by GEOID03.
 LY0812
 LY0812.The dynamic height is computed by dividing the NAVD 88
 LY0812.geopotential number by the normal gravity value computed on the
 LY0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0812.degrees latitude (g = 980.6199 gals.).
 LY0812
 LY0812.The modeled gravity was interpolated from observed gravity values.
 LY0812
 LY0812;                    North         East    Units  Estimated Accuracy
 LY0812;SPC NJ       -   250,040.      133,360.      MT  (+/- 180 meters Scaled)
 LY0812
 LY0812                          SUPERSEDED SURVEY CONTROL
 LY0812
 LY0812  NGVD 29 (??/??/92)  170.760  (m)          560.24   (f) ADJ UNCH    2 0
 LY0812
 LY0812.Superseded values are not recommended for survey control.
 LY0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0812.See file dsdata.txt to determine how the superseded data were derived.
 LY0812
 LY0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL253482(NAD 83)
 LY0812_MARKER: DB = BENCH MARK DISK
 LY0812_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0812_SP_SET: BRIDGE
 LY0812_STAMPING: P 35 1942
 LY0812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0812
 LY0812  HISTORY     - Date     Condition        Report By
 LY0812  HISTORY     - 1942     MONUMENTED       CGS
 LY0812  HISTORY     - 20041010 GOOD             GEOCAC
 LY0812
 LY0812                          STATION DESCRIPTION
 LY0812
 LY0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0812'0.9 MI SW FROM LAFAYETTE.
 LY0812'0.9 MILE SOUTHWEST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 LY0812'RAILROAD FROM THE STATION AT LAFAYETTE, 11 RAILS NORTHEAST OF
 LY0812'THE BRANCHVILLE JUNCTION, AT A RAILROAD BRIDGE OVER A CREEK.
 LY0812'A STANDARD DISK, SET IN THE TOP OF THE SOUTHEAST END OF THE
 LY0812'SOUTHWEST ABUTMENT, AND 4.3 FEET SOUTHEAST OF THE SOUTHEAST
 LY0812'RAIL OF THE TRACK.
 LY0812
 LY0812                          STATION RECOVERY (2004)
 LY0812
 LY0812'RECOVERY NOTE BY GEOCACHING 2004
 LY0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0749 ***********************************************************************
 KV0749  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0749  DESIGNATION -  P 36 RESET
 KV0749  PID         -  KV0749
 KV0749  STATE/COUNTY-  NJ/MONMOUTH
 KV0749  USGS QUAD   -  KEYPORT (1977)
 KV0749
 KV0749                         *CURRENT SURVEY CONTROL
 KV0749  ___________________________________________________________________
 KV0749* NAD 83(1986)-  40 26 21.     (N)    074 11 18.     (W)     SCALED    
 KV0749* NAVD 88     -         2.795  (meters)       9.17   (feet)  ADJUSTED  
 KV0749  ___________________________________________________________________
 KV0749  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV0749  DYNAMIC HT  -           2.794 (meters)       9.17  (feet)  COMP
 KV0749  MODELED GRAV-     980,223.1   (mgal)                       NAVD 88
 KV0749
 KV0749  VERT ORDER  -  FIRST     CLASS II
 KV0749
 KV0749.The horizontal coordinates were scaled from a topographic map and have
 KV0749.an estimated accuracy of +/- 6 seconds.
 KV0749
 KV0749.The orthometric height was determined by differential leveling
 KV0749.and adjusted by the National Geodetic Survey in June 1991..
 KV0749
 KV0749.This Tidal Bench Mark is designated as VM 2550
 KV0749.by the Center for Operational Oceanographic Products and Services.
 KV0749
 KV0749.The geoid height was determined by GEOID03.
 KV0749
 KV0749.The dynamic height is computed by dividing the NAVD 88
 KV0749.geopotential number by the normal gravity value computed on the
 KV0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0749.degrees latitude (g = 980.6199 gals.).
 KV0749
 KV0749.The modeled gravity was interpolated from observed gravity values.
 KV0749
 KV0749;                    North         East    Units  Estimated Accuracy
 KV0749;SPC NJ       -   178,320.      176,440.      MT  (+/- 180 meters Scaled)
 KV0749
 KV0749                          SUPERSEDED SURVEY CONTROL
 KV0749
 KV0749  NGVD 29 (01/10/92)    3.097  (m)           10.16   (f) ADJUSTED    1 2
 KV0749
 KV0749.Superseded values are not recommended for survey control.
 KV0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0749.See file dsdata.txt to determine how the superseded data were derived.
 KV0749
 KV0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK688768(NAD 83)
 KV0749_MARKER: DB = BENCH MARK DISK
 KV0749_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0749_SP_SET: BRIDGE ABUTMENT
 KV0749_STAMPING: P 36 1965
 KV0749_MARK LOGO: NJGS  
 KV0749_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0749+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1998
 KV0749
 KV0749  HISTORY     - Date     Condition        Report By
 KV0749  HISTORY     - 1965     MONUMENTED       NJGS
 KV0749  HISTORY     - 1979     GOOD             NGS
 KV0749  HISTORY     - 1986     GOOD             USPSQD
 KV0749  HISTORY     - 19920819 MARK NOT FOUND   USPSQD
 KV0749  HISTORY     - 19980706 GOOD             NJGS
 KV0749
 KV0749                          STATION DESCRIPTION
 KV0749
 KV0749'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1965
 KV0749'0.8 MI NE FROM KEYPORT.
 KV0749'0.75 MILE NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 KV0749'FROM THE STATION AT KEYPORT, ABOUT 0.85 MILE SOUTHWEST OF STATION
 KV0749'AT UNION BEACH, AT THE INTERSECTION OF 2ND AND STONE STREET IN
 KV0749'KEYPORT, SET IN THE TOP OF SOUTH END OF WEST ABUTMENT OF BRIDGE
 KV0749'OVER CHINGARORA CREEK, 15.4 FEET SOUTH OF THE CENTER LINE OF STONE
 KV0749'STREET, 0.8 FOOT WEST OF EAST EDGE OF ABUTMENT, 49.4 FEET EAST
 KV0749'OF POLE 100 W, NOTE-- USE WITH CAUTION
 KV0749
 KV0749                          STATION RECOVERY (1979)
 KV0749
 KV0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0749'RECOVERED IN GOOD CONDITION.
 KV0749
 KV0749                          STATION RECOVERY (1986)
 KV0749
 KV0749'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0749'RECOVERED IN GOOD CONDITION.
 KV0749
 KV0749                          STATION RECOVERY (1992)
 KV0749
 KV0749'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0749'MARK NOT FOUND.
 KV0749
 KV0749                          STATION RECOVERY (1998)
 KV0749
 KV0749'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV0749'RECOVERED AS DESCRIBED WITH A NEW DESCRIPTION AS FOLLOWS.  THE STATION
 KV0749'IS LOCATED IN THE BOROUGH OF KEYPORT.  TO REACH THE STATION FROM THE
 KV0749'INTERSECTION OF STATE ROUTE 36 AND MIDDLE ROAD, COUNTY ROAD 516 IN
 KV0749'HAZLET TOWNSHIP, GO WEST ON COUNTY ROAD 516 FOR 0.15 MI (0.24 KM) TO
 KV0749'THE INTERSECTION WITH FLORENCE AVENUE.  TURN RIGHT AND GO NORTHEAST ON
 KV0749'FLORENCE AVENUE FOR 0.55 MI (0.89 KM) TO THE INTERSECTION WITH STONE
 KV0749'ROAD.  TURN LEFT AND GO WEST NORTHWEST ON STONE ROAD FOR 0.2 MI (0.3
 KV0749'KM) TO THE BRIDGE CARRYING STONE ROAD OVER THE CHINGARORA CREEK AND
 KV0749'THE STATION BEYOND ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE TOP
 KV0749'OF THE SOUTH END OF THE WEST ABUTMENT.  THE STATION IS 5.2 M (17.1 FT)
 KV0749'SOUTH FROM THE CENTERLINE OF STONE ROAD, 15.2 M (49.9 FT) EAST FROM
 KV0749'POLE NUMBER 100W AND 0.2 M (0.7 FT) WEST FROM THE EAST EDGE OF THE
 KV0749'SOUTHWEST CORNER ABUTMENT.  THE DATE STAMPED ON THE DISK IS 1964 AND
 KV0749'NOT 1965 AS MENTIONED IN THE PREVIOUS RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0227 ***********************************************************************
 KV0227  DESIGNATION -  P 37
 KV0227  PID         -  KV0227
 KV0227  STATE/COUNTY-  NJ/UNION
 KV0227  USGS QUAD   -  ELIZABETH (1995)
 KV0227
 KV0227                         *CURRENT SURVEY CONTROL
 KV0227  ___________________________________________________________________
 KV0227* NAD 83(1986)-  40 38 16.     (N)    074 12 02.     (W)     SCALED    
 KV0227* NAVD 88     -         3.360  (meters)      11.02   (feet)  ADJUSTED  
 KV0227  ___________________________________________________________________
 KV0227  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV0227  DYNAMIC HT  -           3.359 (meters)      11.02  (feet)  COMP
 KV0227  MODELED GRAV-     980,221.5   (mgal)                       NAVD 88
 KV0227
 KV0227  VERT ORDER  -  FIRST     CLASS II
 KV0227
 KV0227.The horizontal coordinates were scaled from a topographic map and have
 KV0227.an estimated accuracy of +/- 6 seconds.
 KV0227
 KV0227.The orthometric height was determined by differential leveling
 KV0227.and adjusted by the National Geodetic Survey in June 1991..
 KV0227
 KV0227.The geoid height was determined by GEOID03.
 KV0227
 KV0227.The dynamic height is computed by dividing the NAVD 88
 KV0227.geopotential number by the normal gravity value computed on the
 KV0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0227.degrees latitude (g = 980.6199 gals.).
 KV0227
 KV0227.The modeled gravity was interpolated from observed gravity values.
 KV0227
 KV0227;                    North         East    Units  Estimated Accuracy
 KV0227;SPC NJ       -   200,370.      175,330.      MT  (+/- 180 meters Scaled)
 KV0227
 KV0227                          SUPERSEDED SURVEY CONTROL
 KV0227
 KV0227  NGVD 29 (04/16/92)    3.690  (m)           12.11   (f) ADJUSTED    1 2
 KV0227
 KV0227.Superseded values are not recommended for survey control.
 KV0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0227.See file dsdata.txt to determine how the superseded data were derived.
 KV0227
 KV0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK676988(NAD 83)
 KV0227_MARKER: DB = BENCH MARK DISK
 KV0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0227_SP_SET: PIER FOUNDATION
 KV0227_STAMPING: P 37 1952
 KV0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0227+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2001
 KV0227
 KV0227  HISTORY     - Date     Condition        Report By
 KV0227  HISTORY     - 1952     MONUMENTED       CGS
 KV0227  HISTORY     - 20010315 GOOD             PORANY
 KV0227
 KV0227                          STATION DESCRIPTION
 KV0227
 KV0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0227'IN ELIZABETHPORT.
 KV0227'AT ELIZABETHPORT, ALONG SOUTH FRONT STREET, IN THE TOP OF THE
 KV0227'CONCRETE FOUNDATION OF THE SOUTHWEST COLUMN OF THE FIRST GOETHALS
 KV0227'BRIDGE PIER NORTHWEST OF SOUTH FRONT STREET, 1 1/2 FEET NORTH OF
 KV0227'THE CORNER OF THE FOUNDATION AND 3 FEET ABOVE THE GROUND.
 KV0227
 KV0227                          STATION RECOVERY (2001)
 KV0227
 KV0227'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0333 ***********************************************************************
 KV0333  DESIGNATION -  P 38
 KV0333  PID         -  KV0333
 KV0333  STATE/COUNTY-  NJ/HUDSON
 KV0333  USGS QUAD   -  JERSEY CITY (1981)
 KV0333
 KV0333                         *CURRENT SURVEY CONTROL
 KV0333  ___________________________________________________________________
 KV0333* NAD 83(1996)-  40 39 38.86246(N)    074 06 59.82137(W)     ADJUSTED  
 KV0333* NAVD 88     -         6.684  (meters)      21.93   (feet)  ADJUSTED  
 KV0333  ___________________________________________________________________
 KV0333  X           -   1,326,035.816 (meters)                     COMP
 KV0333  Y           -  -4,660,214.189 (meters)                     COMP
 KV0333  Z           -   4,133,904.534 (meters)                     COMP
 KV0333  LAPLACE CORR-           5.06  (seconds)                    DEFLEC99
 KV0333  ELLIP HEIGHT-         -25.46  (meters)          (10/23/02) GPS OBS
 KV0333  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KV0333  DYNAMIC HT  -           6.682 (meters)      21.92  (feet)  COMP
 KV0333  MODELED GRAV-     980,230.9   (mgal)                       NAVD 88
 KV0333
 KV0333  HORZ ORDER  -  FIRST
 KV0333  VERT ORDER  -  FIRST     CLASS II
 KV0333  ELLP ORDER  -  FOURTH    CLASS I
 KV0333
 KV0333.The horizontal coordinates were established by GPS observations
 KV0333.and adjusted by the National Geodetic Survey in May 1999..
 KV0333
 KV0333.The orthometric height was determined by differential leveling
 KV0333.and adjusted by the National Geodetic Survey in June 1991..
 KV0333
 KV0333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0333
 KV0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0333
 KV0333.The ellipsoidal height was determined by GPS observations
 KV0333.and is referenced to NAD 83.
 KV0333
 KV0333.The geoid height was determined by GEOID03.
 KV0333
 KV0333.The dynamic height is computed by dividing the NAVD 88
 KV0333.geopotential number by the normal gravity value computed on the
 KV0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0333.degrees latitude (g = 980.6199 gals.).
 KV0333
 KV0333.The modeled gravity was interpolated from observed gravity values.
 KV0333
 KV0333;                    North         East     Units Scale Factor Converg.
 KV0333;SPC NJ       -   202,953.086   182,417.589   MT  0.99991293   +0 14 59.3
 KV0333;SPC NJ       -   665,855.25    598,481.71   sFT  0.99991293   +0 14 59.3
 KV0333;UTM  18      - 4,501,478.318   574,673.884   MT  0.99966863   +0 34 32.2
 KV0333
 KV0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0333!SPC NJ       -   1.00000399  x   0.99991293  =   0.99991692
 KV0333!UTM  18      -   1.00000399  x   0.99966863  =   0.99967262
 KV0333
 KV0333                          SUPERSEDED SURVEY CONTROL
 KV0333
 KV0333  ELLIP H (05/14/99)  -25.45   (m)                       GP(       ) 4 1
 KV0333  NAD 83(1996)-  40 39 38.86238(N)    074 06 59.82146(W) AD(       ) 1
 KV0333  NAD 83(1996)-  40 39 38.86103(N)    074 06 59.82304(W) AD(       ) 1
 KV0333  NAD 83(1986)-  40 39 38.86068(N)    074 06 59.82364(W) AD(       ) 1
 KV0333  NAVD 88 (04/12/96)    6.68   (m)           21.9    (f) LEVELING    3  
 KV0333  NGVD 29 (04/16/92)    7.023  (m)           23.04   (f) ADJUSTED    1 2
 KV0333
 KV0333.Superseded values are not recommended for survey control.
 KV0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0333.See file dsdata.txt to determine how the superseded data were derived.
 KV0333
 KV0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7467401478(NAD 83)
 KV0333_MARKER: DB = BENCH MARK DISK
 KV0333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0333_SP_SET: ABUTMENT
 KV0333_STAMPING: P 38 1952
 KV0333_MARK LOGO: CGS   
 KV0333_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0333+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2001
 KV0333
 KV0333  HISTORY     - Date     Condition        Report By
 KV0333  HISTORY     - 1952     MONUMENTED       CGS
 KV0333  HISTORY     - 19950920 GOOD             NJGS
 KV0333  HISTORY     - 20000516 GOOD             PORANY
 KV0333  HISTORY     - 20010830 GOOD             TWT
 KV0333
 KV0333                          STATION DESCRIPTION
 KV0333
 KV0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0333'AT BAYONNE.
 KV0333'AT BAYONNE, ALONG THE CENTRAL RAILROAD OF NEW JERSEY, AT THE 22ND
 KV0333'STREET STATION (STATION IS NEARER 21ST STREET BUT IS MARKED 22ND
 KV0333'STREET STATION), SET IN THE TOP OF THE SOUTHEAST END OF THE
 KV0333'NORTHEAST ABUTMENT OF THE RAILROAD OVERPASS OVER 21ST STREET, 10
 KV0333'FEET SOUTHEAST OF SOUTHEAST RAIL OF SOUTHEAST TRACK, 1 1/2 FEET
 KV0333'NORTHWEST OF SOUTHEAST END OF ABUTMENT, 30 FEET SOUTHWEST OF
 KV0333'WEST CORNER OF STATION AND ABOUT LEVEL WITH TRACK.
 KV0333
 KV0333                          STATION RECOVERY (1995)
 KV0333
 KV0333'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0333'RECOVERED AS DESCRIBED.
 KV0333
 KV0333                          STATION RECOVERY (2000)
 KV0333
 KV0333'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2000 (SSZ)
 KV0333'RECOVERED IN GOOD CONDITION.
 KV0333
 KV0333                          STATION RECOVERY (2001)
 KV0333
 KV0333'RECOVERY NOTE BY TWT CONS ENG 2001 (DRF)
 KV0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0504 ***********************************************************************
 KV0504  DESIGNATION -  P 40
 KV0504  PID         -  KV0504
 KV0504  STATE/COUNTY-  NJ/BERGEN
 KV0504  USGS QUAD   -  HACKENSACK (1997)
 KV0504
 KV0504                         *CURRENT SURVEY CONTROL
 KV0504  ___________________________________________________________________
 KV0504* NAD 83(1986)-  40 54 54.     (N)    074 01 08.     (W)     SCALED    
 KV0504* NAVD 88     -        13.755  (meters)      45.13   (feet)  ADJUSTED  
 KV0504  ___________________________________________________________________
 KV0504  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 KV0504  DYNAMIC HT  -          13.750 (meters)      45.11  (feet)  COMP
 KV0504  MODELED GRAV-     980,243.9   (mgal)                       NAVD 88
 KV0504
 KV0504  VERT ORDER  -  SECOND    CLASS 0
 KV0504
 KV0504.The horizontal coordinates were scaled from a topographic map and have
 KV0504.an estimated accuracy of +/- 6 seconds.
 KV0504
 KV0504.The orthometric height was determined by differential leveling
 KV0504.and adjusted by the National Geodetic Survey in June 1991..
 KV0504
 KV0504.The geoid height was determined by GEOID03.
 KV0504
 KV0504.The dynamic height is computed by dividing the NAVD 88
 KV0504.geopotential number by the normal gravity value computed on the
 KV0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0504.degrees latitude (g = 980.6199 gals.).
 KV0504
 KV0504.The modeled gravity was interpolated from observed gravity values.
 KV0504
 KV0504;                    North         East    Units  Estimated Accuracy
 KV0504;SPC NJ       -   231,220.      190,530.      MT  (+/- 180 meters Scaled)
 KV0504
 KV0504                          SUPERSEDED SURVEY CONTROL
 KV0504
 KV0504  NGVD 29 (??/??/??)   14.062  (m)           46.14   (f) ADJUSTED    2 0
 KV0504
 KV0504.Superseded values are not recommended for survey control.
 KV0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0504.See file dsdata.txt to determine how the superseded data were derived.
 KV0504
 KV0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL826297(NAD 83)
 KV0504_MARKER: DB = BENCH MARK DISK
 KV0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0504_STAMPING: P 40 1956
 KV0504_MARK LOGO: CGS   
 KV0504_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0504+STABILITY: SURFACE MOTION
 KV0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0504+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1992
 KV0504
 KV0504  HISTORY     - Date     Condition        Report By
 KV0504  HISTORY     - 1956     MONUMENTED       CGS
 KV0504  HISTORY     - 19920221 GOOD             NJGS
 KV0504
 KV0504                          STATION DESCRIPTION
 KV0504
 KV0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0504'1.2 MI NW FROM BERGENFIELD.
 KV0504'0.1 MILE NORTH ALONG WASHINGTON AVENUE FROM THE FOSTER VILLAGE
 KV0504'STATION POST OFFICE AT BERGENFIELD, THENCE 1 MILE WEST ALONG NEW
 KV0504'BRIDGE ROAD, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF NEW
 KV0504'BRIDGE AND ROSMER AVENUE, 19 FEET SOUTH OF THE CENTERLINE OF NEW
 KV0504'BRIDGE ROAD, 9.6 FEET EAST OF A FIRE PLUG, 2.8 FEET EAST OF POWER
 KV0504'POLE, 1.8 FEET WEST OF A WITNESS POST, SET IN TOP OF A CONCRETE
 KV0504'POST PROJECTING 2 INCHES.
 KV0504
 KV0504                          STATION RECOVERY (1992)
 KV0504
 KV0504'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KV0504'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1101 ***********************************************************************
 KV1101  DESIGNATION -  P 41
 KV1101  PID         -  KV1101
 KV1101  STATE/COUNTY-  NJ/MERCER
 KV1101  USGS QUAD   -  PENNINGTON (1995)
 KV1101
 KV1101                         *CURRENT SURVEY CONTROL
 KV1101  ___________________________________________________________________
 KV1101* NAD 83(1986)-  40 16 44.     (N)    074 48 53.     (W)     SCALED    
 KV1101* NAVD 88     -        61.333  (meters)     201.22   (feet)  ADJUSTED  
 KV1101  ___________________________________________________________________
 KV1101  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KV1101  DYNAMIC HT  -          61.304 (meters)     201.13  (feet)  COMP
 KV1101  MODELED GRAV-     980,160.7   (mgal)                       NAVD 88
 KV1101
 KV1101  VERT ORDER  -  SECOND    CLASS 0
 KV1101
 KV1101.This mark is at Mercer County Airport (TTN)
 KV1101
 KV1101.The horizontal coordinates were scaled from a topographic map and have
 KV1101.an estimated accuracy of +/- 6 seconds.
 KV1101
 KV1101.The orthometric height was determined by differential leveling
 KV1101.and adjusted by the National Geodetic Survey in June 1991..
 KV1101
 KV1101.The geoid height was determined by GEOID03.
 KV1101
 KV1101.The dynamic height is computed by dividing the NAVD 88
 KV1101.geopotential number by the normal gravity value computed on the
 KV1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1101.degrees latitude (g = 980.6199 gals.).
 KV1101
 KV1101.The modeled gravity was interpolated from observed gravity values.
 KV1101
 KV1101;                    North         East    Units  Estimated Accuracy
 KV1101;SPC NJ       -   160,530.      123,240.      MT  (+/- 180 meters Scaled)
 KV1101
 KV1101                          SUPERSEDED SURVEY CONTROL
 KV1101
 KV1101  NGVD 29 (??/??/??)   61.630  (m)          202.20   (f) ADJUSTED    2 0
 KV1101
 KV1101.Superseded values are not recommended for survey control.
 KV1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1101.See file dsdata.txt to determine how the superseded data were derived.
 KV1101
 KV1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK157587(NAD 83)
 KV1101_MARKER: DB = BENCH MARK DISK
 KV1101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1101_SP_SET: BUILDING
 KV1101_STAMPING: P 41 1963
 KV1101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1101
 KV1101  HISTORY     - Date     Condition        Report By
 KV1101  HISTORY     - 1963     MONUMENTED       CGS
 KV1101  HISTORY     - 1968     GOOD             CGS
 KV1101
 KV1101                          STATION DESCRIPTION
 KV1101
 KV1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KV1101'AT MERCER COUNTY AIRPORT.
 KV1101'AT THE MERCER COUNTY AIRPORT, SET VERTICALLY IN THE EAST CONCRETE
 KV1101'FACE AND NEAR THE SOUTHEAST CORNER OF THE EAST HANGAR OF TWO,
 KV1101'38 FEET EAST OF THE CENTER OF THE DOOR AT THE MAIN ENTRANCE TO
 KV1101'THE AIRPORT MANAGERS OFFICE, 1.0 FOOT NORTH OF THE SOUTHEAST
 KV1101'CORNER OF THE HANGAR AND 2.3 FEET ABOVE THE LEVEL OF THE ASPHALT
 KV1101'AT BASE OF HANGAR.
 KV1101
 KV1101                          STATION RECOVERY (1968)
 KV1101
 KV1101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KV1101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0814 ***********************************************************************
 KU0814  DESIGNATION -  P 5
 KU0814  PID         -  KU0814
 KU0814  STATE/COUNTY-  NJ/MONMOUTH
 KU0814  USGS QUAD   -  LONG BRANCH (1981)
 KU0814
 KU0814                         *CURRENT SURVEY CONTROL
 KU0814  ___________________________________________________________________
 KU0814* NAD 83(1986)-  40 15 55.     (N)    073 59 52.     (W)     SCALED    
 KU0814* NAVD 88     -        11.585  (meters)      38.01   (feet)  ADJUSTED  
 KU0814  ___________________________________________________________________
 KU0814  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KU0814  DYNAMIC HT  -          11.579 (meters)      37.99  (feet)  COMP
 KU0814  MODELED GRAV-     980,174.0   (mgal)                       NAVD 88
 KU0814
 KU0814  VERT ORDER  -  FIRST     CLASS I
 KU0814
 KU0814.The horizontal coordinates were scaled from a topographic map and have
 KU0814.an estimated accuracy of +/- 6 seconds.
 KU0814
 KU0814.The orthometric height was determined by differential leveling
 KU0814.and adjusted by the National Geodetic Survey in June 1991..
 KU0814
 KU0814.The geoid height was determined by GEOID03.
 KU0814
 KU0814.The dynamic height is computed by dividing the NAVD 88
 KU0814.geopotential number by the normal gravity value computed on the
 KU0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0814.degrees latitude (g = 980.6199 gals.).
 KU0814
 KU0814.The modeled gravity was interpolated from observed gravity values.
 KU0814
 KU0814;                    North         East    Units  Estimated Accuracy
 KU0814;SPC NJ       -   159,090.      192,720.      MT  (+/- 180 meters Scaled)
 KU0814
 KU0814                          SUPERSEDED SURVEY CONTROL
 KU0814
 KU0814  NGVD 29 (04/16/92)   11.909  (m)           39.07   (f) ADJUSTED    1 1
 KU0814
 KU0814.Superseded values are not recommended for survey control.
 KU0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0814.See file dsdata.txt to determine how the superseded data were derived.
 KU0814
 KU0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK852576(NAD 83)
 KU0814_MARKER: DB = BENCH MARK DISK
 KU0814_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0814_SP_SET: BUILDING
 KU0814_STAMPING: 39.272 P 5 1930
 KU0814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0814
 KU0814  HISTORY     - Date     Condition        Report By
 KU0814  HISTORY     - 1930     MONUMENTED       CGS
 KU0814  HISTORY     - 1937     GOOD             NGS
 KU0814  HISTORY     - 1964     GOOD             NGS
 KU0814  HISTORY     - 1979     GOOD             NGS
 KU0814  HISTORY     - 19920801 MARK NOT FOUND   USPSQD
 KU0814
 KU0814                          STATION DESCRIPTION
 KU0814
 KU0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 KU0814'AT ELBERON.
 KU0814'AT ELBERON, ON THE PENNSYLVANIA RAILROAD AT THE STATION, IN THE
 KU0814'WEST WALL, AT THE NORTHWEST CORNER OF THE CENTRAL SECTION OF THE
 KU0814'STATION, 36 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 2.5
 KU0814'FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED 39.272 P 5 1930
 KU0814'AND SET VERTICALLY.
 KU0814
 KU0814                          STATION RECOVERY (1964)
 KU0814
 KU0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU0814'RECOVERED IN GOOD CONDITION.
 KU0814
 KU0814                          STATION RECOVERY (1979)
 KU0814
 KU0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KU0814'RECOVERED IN GOOD CONDITION.
 KU0814
 KU0814                          STATION RECOVERY (1992)
 KU0814
 KU0814'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0924 ***********************************************************************
 KV0924  DESIGNATION -  P 53
 KV0924  PID         -  KV0924
 KV0924  STATE/COUNTY-  NJ/MIDDLESEX
 KV0924  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0924
 KV0924                         *CURRENT SURVEY CONTROL
 KV0924  ___________________________________________________________________
 KV0924* NAD 83(1986)-  40 28 06.     (N)    074 21 40.     (W)     SCALED    
 KV0924* NAVD 88     -         8.212  (meters)      26.94   (feet)  ADJUSTED  
 KV0924  ___________________________________________________________________
 KV0924  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KV0924  DYNAMIC HT  -           8.208 (meters)      26.93  (feet)  COMP
 KV0924  MODELED GRAV-     980,202.3   (mgal)                       NAVD 88
 KV0924
 KV0924  VERT ORDER  -  SECOND    CLASS 0
 KV0924
 KV0924.The horizontal coordinates were scaled from a topographic map and have
 KV0924.an estimated accuracy of +/- 6 seconds.
 KV0924
 KV0924.The orthometric height was determined by differential leveling
 KV0924.and adjusted by the National Geodetic Survey in June 1991..
 KV0924
 KV0924.The geoid height was determined by GEOID03.
 KV0924
 KV0924.The dynamic height is computed by dividing the NAVD 88
 KV0924.geopotential number by the normal gravity value computed on the
 KV0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0924.degrees latitude (g = 980.6199 gals.).
 KV0924
 KV0924.The modeled gravity was interpolated from observed gravity values.
 KV0924
 KV0924;                    North         East    Units  Estimated Accuracy
 KV0924;SPC NJ       -   181,520.      161,780.      MT  (+/- 180 meters Scaled)
 KV0924
 KV0924                          SUPERSEDED SURVEY CONTROL
 KV0924
 KV0924  NGVD 29 (04/16/92)    8.509  (m)           27.92   (f) ADJUSTED    2 0
 KV0924
 KV0924.Superseded values are not recommended for survey control.
 KV0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0924.See file dsdata.txt to determine how the superseded data were derived.
 KV0924
 KV0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK541799(NAD 83)
 KV0924_MARKER: DB = BENCH MARK DISK
 KV0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0924_STAMPING: P 53 1961
 KV0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0924+STABILITY: SURFACE MOTION
 KV0924
 KV0924  HISTORY     - Date     Condition        Report By
 KV0924  HISTORY     - 1961     MONUMENTED       CGS
 KV0924
 KV0924                          STATION DESCRIPTION
 KV0924
 KV0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0924'AT SAYERVILLE.
 KV0924'0.35 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 KV0924'SAYERVILLE, 42 FEET SOUTHWEST OF THE SOUTHWEST DRIVEWAY TO A
 KV0924'BRICK YARD, 26 FEET NORTHWEST OF THE CENTERLINE OF MAIN STREET,
 KV0924'17.5 FEET NORTH OF A POWER POLE AND 2 INCHES ABOVE THE LEVEL OF
 KV0924'THE SIDEWALK.  SET IN A ROUND CONCRETE POST IN LINE WITH A ROW
 KV0924'OF TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0040 ***********************************************************************
 JU0040  DESIGNATION -  P 54
 JU0040  PID         -  JU0040
 JU0040  STATE/COUNTY-  NJ/OCEAN
 JU0040  USGS QUAD   -  TOMS RIVER (1989)
 JU0040
 JU0040                         *CURRENT SURVEY CONTROL
 JU0040  ___________________________________________________________________
 JU0040* NAD 83(1986)-  39 55 30.     (N)    074 10 14.     (W)     SCALED    
 JU0040* NAVD 88     -         6.494  (meters)      21.31   (feet)  ADJUSTED  
 JU0040  ___________________________________________________________________
 JU0040  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JU0040  DYNAMIC HT  -           6.490 (meters)      21.29  (feet)  COMP
 JU0040  MODELED GRAV-     980,161.2   (mgal)                       NAVD 88
 JU0040
 JU0040  VERT ORDER  -  FIRST     CLASS I
 JU0040
 JU0040.The horizontal coordinates were scaled from a topographic map and have
 JU0040.an estimated accuracy of +/- 6 seconds.
 JU0040
 JU0040.The orthometric height was determined by differential leveling
 JU0040.and adjusted by the National Geodetic Survey in June 1991..
 JU0040
 JU0040.The geoid height was determined by GEOID03.
 JU0040
 JU0040.The dynamic height is computed by dividing the NAVD 88
 JU0040.geopotential number by the normal gravity value computed on the
 JU0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0040.degrees latitude (g = 980.6199 gals.).
 JU0040
 JU0040.The modeled gravity was interpolated from observed gravity values.
 JU0040
 JU0040;                    North         East    Units  Estimated Accuracy
 JU0040;SPC NJ       -   121,240.      178,160.      MT  (+/- 180 meters Scaled)
 JU0040
 JU0040                          SUPERSEDED SURVEY CONTROL
 JU0040
 JU0040  NGVD 29 (04/16/92)    6.867  (m)           22.53   (f) ADJUSTED    1 1
 JU0040
 JU0040.Superseded values are not recommended for survey control.
 JU0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0040.See file dsdata.txt to determine how the superseded data were derived.
 JU0040
 JU0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK708197(NAD 83)
 JU0040_MARKER: DB = BENCH MARK DISK
 JU0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0040_SP_SET: BRIDGE
 JU0040_STAMPING: P 54 1961
 JU0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0040
 JU0040  HISTORY     - Date     Condition        Report By
 JU0040  HISTORY     - 1961     MONUMENTED       CGS
 JU0040  HISTORY     - 1964     GOOD             CGS
 JU0040  HISTORY     - 1979     GOOD             NGS
 JU0040  HISTORY     - 1987     GOOD             USPSQD
 JU0040  HISTORY     - 19940712 GOOD             USPSQD
 JU0040  HISTORY     - 19990722 GOOD             USPSQD
 JU0040
 JU0040                          STATION DESCRIPTION
 JU0040
 JU0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0040'2.2 MI NW FROM BAYVILLE.
 JU0040'ABOUT 2.25 MILES NORTH AND NORTHWEST ALONG U.S. HIGHWAY 9 FROM
 JU0040'THE POST OFFICE AT BAYVILLE, 0.85 MILE NORTHWEST OF BAYVILLE SCHOOL,
 JU0040'SET IN TOP OF CONCRETE BASE OF CONCRETE BANISTER OVER THE
 JU0040'SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF A 14-FOOT BRIDGE OVER
 JU0040'MILL CREEK, 20.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JU0040'HIGHWAY, 19 FEET NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST
 JU0040'CONCRETE BANISTER AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE
 JU0040'HIGHWAY.  NOTE-- DISK NOT LEVEL, THE SOUTHWEST EDGE OF THE DISK IS
 JU0040'THE HIGHEST.  MARK MAY ALSO BE REACHED BY GOING 1.45 MILES
 JU0040'SOUTHEAST ALONG STATE HIGHWAY 166 AND U.S. HIGHWAY 9 FROM THE
 JU0040'FIRE HOUSE AND CITY HALL AT BEACHWOOD.
 JU0040
 JU0040                          STATION RECOVERY (1979)
 JU0040
 JU0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0040'RECOVERED IN GOOD CONDITION.
 JU0040
 JU0040                          STATION RECOVERY (1987)
 JU0040
 JU0040'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0040'RECOVERED IN GOOD CONDITION.
 JU0040
 JU0040                          STATION RECOVERY (1994)
 JU0040
 JU0040'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0040'RECOVERED IN GOOD CONDITION.
 JU0040
 JU0040                          STATION RECOVERY (1999)
 JU0040
 JU0040'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0238 ***********************************************************************
 JU0238  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0238  DESIGNATION -  P 55
 JU0238  PID         -  JU0238
 JU0238  STATE/COUNTY-  NJ/OCEAN
 JU0238  USGS QUAD   -  TUCKERTON (1995)
 JU0238
 JU0238                         *CURRENT SURVEY CONTROL
 JU0238  ___________________________________________________________________
 JU0238* NAD 83(1986)-  39 31 29.     (N)    074 19 05.     (W)     SCALED    
 JU0238* NAVD 88     -         0.778  (meters)       2.55   (feet)  ADJUSTED  
 JU0238  ___________________________________________________________________
 JU0238  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JU0238  DYNAMIC HT  -           0.778 (meters)       2.55  (feet)  COMP
 JU0238  MODELED GRAV-     980,134.0   (mgal)                       NAVD 88
 JU0238
 JU0238  VERT ORDER  -  FIRST     CLASS II
 JU0238
 JU0238.The horizontal coordinates were scaled from a topographic map and have
 JU0238.an estimated accuracy of +/- 6 seconds.
 JU0238
 JU0238.The orthometric height was determined by differential leveling
 JU0238.and adjusted by the National Geodetic Survey in March 2001..
 JU0238.No vertical observational check was made to the station.
 JU0238
 JU0238.This Tidal Bench Mark is designated as VM 2670
 JU0238.by the Center for Operational Oceanographic Products and Services.
 JU0238
 JU0238.The geoid height was determined by GEOID03.
 JU0238
 JU0238.The dynamic height is computed by dividing the NAVD 88
 JU0238.geopotential number by the normal gravity value computed on the
 JU0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0238.degrees latitude (g = 980.6199 gals.).
 JU0238
 JU0238.The modeled gravity was interpolated from observed gravity values.
 JU0238
 JU0238;                    North         East    Units  Estimated Accuracy
 JU0238;SPC NJ       -    76,770.      165,640.      MT  (+/- 180 meters Scaled)
 JU0238
 JU0238                          SUPERSEDED SURVEY CONTROL
 JU0238
 JU0238  NAVD 88 (06/15/91)    0.840  (m)            2.76   (f) UNKNOWN     2 0
 JU0238  NGVD 29 (??/??/??)    1.227  (m)            4.03   (f) ADJUSTED    2 0
 JU0238
 JU0238.Superseded values are not recommended for survey control.
 JU0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0238.See file dsdata.txt to determine how the superseded data were derived.
 JU0238
 JU0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ586752(NAD 83)
 JU0238_MARKER: DB = BENCH MARK DISK
 JU0238_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU0238_SP_SET: CEDAR POST
 JU0238_STAMPING: P 55 1961
 JU0238_MARK LOGO: CGS   
 JU0238_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0238+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1998
 JU0238
 JU0238  HISTORY     - Date     Condition        Report By
 JU0238  HISTORY     - 1961     MONUMENTED       CGS
 JU0238  HISTORY     - 19980901 GOOD             NJGS
 JU0238
 JU0238                          STATION DESCRIPTION
 JU0238
 JU0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0238'5.9 MI S FROM TUCKERTON.
 JU0238'0.3 MILE SOUTHWEST ON U.S. HIGHWAY 9 FROM THE POST OFFICE AT
 JU0238'TUCKERTON, THENCE 5.6 MILES SOUTH ON GREAT BAY BOULEVARD, 0.2
 JU0238'MILE NORTH OF BRIDGE OVER LITTLE SHEEPSHEAD, 0.15 MILE NORTH
 JU0238'OF A FISH PRODUCTS WAREHOUSE, ABOUT MIDWAY BETWEEN TWO POWER LINE
 JU0238'POLES, 41.5 FEET EAST OF THE CENTERLINE OF THE ROAD AND ONE
 JU0238'FOOT ABOVE THE CENTERLINE OF THE ROAD.  SET IN A 6-INCH TILE
 JU0238'FILLED WITH CONCRETE AND SET ON TOP OF A FIVE FOOT CEDAR POST.
 JU0238'MARK PROJECTS TWO INCHES.
 JU0238
 JU0238                          STATION RECOVERY (1998)
 JU0238
 JU0238'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 JU0238'RECOVERED AS DESCRIBED WITH A COMPLETE NEW DESCRIPTION TO FOLLOW.  THE
 JU0238'STATION IS LOCATED IN LITTLE EGG HARBOR TOWNSHIP ON THE EAST SIDE OF
 JU0238'GREAT BAY BOULEVARD.  TO REACH THE STATION FROM THE INTERSECTION OF
 JU0238'U.S.  HIGHWAY 9 AND GREAT BAY BOULEVARD IN THE BOROUGH OF TUCKERTON,
 JU0238'GO SOUTH ON GREAT BAY BOULEVARD FOR 5.7 MI (9.2 KM) TO THE STATION ON
 JU0238'THE LEFT.  THE STATION IS ALSO ABOUT 0.2 MI (0.3 KM) NORTH FROM THE
 JU0238'NORTH END OF THE TIMBER BRIDGE CARRYING GREAT BAY BOULEVARD OVER
 JU0238'LITTLE SHEEPSHEAD CREEK.  THE STATION IS 41.5 FT (12.6 M) EAST FROM
 JU0238'THE CENTERLINE OF GREAT BAY BOULEVARD AND ABOUT MIDWAY BETWEEN POLE
 JU0238'NUMBERS P 18919 AND P 18920, LOCATED ON THE WEST SIDE OF GREAT BAY
 JU0238'BOULEVARD AND PROJECTS 04 CENTIMETERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0365 ***********************************************************************
 JU0365  DESIGNATION -  P 56
 JU0365  PID         -  JU0365
 JU0365  STATE/COUNTY-  NJ/CAPE MAY
 JU0365  USGS QUAD   -  OCEAN CITY (1994)
 JU0365
 JU0365                         *CURRENT SURVEY CONTROL
 JU0365  ___________________________________________________________________
 JU0365* NAD 83(1986)-  39 17 24.     (N)    074 35 03.     (W)     SCALED    
 JU0365* NAVD 88     -         2.447  (meters)       8.03   (feet)  ADJUSTED  
 JU0365  ___________________________________________________________________
 JU0365  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 JU0365  DYNAMIC HT  -           2.446 (meters)       8.02  (feet)  COMP
 JU0365  MODELED GRAV-     980,100.1   (mgal)                       NAVD 88
 JU0365
 JU0365  VERT ORDER  -  FIRST     CLASS II
 JU0365
 JU0365.The horizontal coordinates were scaled from a topographic map and have
 JU0365.an estimated accuracy of +/- 6 seconds.
 JU0365
 JU0365.The orthometric height was determined by differential leveling
 JU0365.and adjusted by the National Geodetic Survey in March 2005..
 JU0365.WARNING-Repeat measurements at this control monument indicate possible
 JU0365.vertical movement.
 JU0365
 JU0365.The geoid height was determined by GEOID03.
 JU0365
 JU0365.The dynamic height is computed by dividing the NAVD 88
 JU0365.geopotential number by the normal gravity value computed on the
 JU0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0365.degrees latitude (g = 980.6199 gals.).
 JU0365
 JU0365.The modeled gravity was interpolated from observed gravity values.
 JU0365
 JU0365;                    North         East    Units  Estimated Accuracy
 JU0365;SPC NJ       -    50,700.      142,740.      MT  (+/- 180 meters Scaled)
 JU0365
 JU0365                          SUPERSEDED SURVEY CONTROL
 JU0365
 JU0365  NAVD 88 (06/15/91)    2.407  (m)            7.90   (f) UNKNOWN     1 1
 JU0365  NGVD 29 (04/16/92)    2.801  (m)            9.19   (f) ADJUSTED    1 1
 JU0365
 JU0365.Superseded values are not recommended for survey control.
 JU0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0365.See file dsdata.txt to determine how the superseded data were derived.
 JU0365
 JU0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ358490(NAD 83)
 JU0365_MARKER: DB = BENCH MARK DISK
 JU0365_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU0365_SP_SET: BRIDGE ABUTMENT
 JU0365_STAMPING: P 56 1961
 JU0365_MARK LOGO: CGS   
 JU0365_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0365+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1999
 JU0365
 JU0365  HISTORY     - Date     Condition        Report By
 JU0365  HISTORY     - 1961     MONUMENTED       CGS
 JU0365  HISTORY     - 1964     GOOD             CGS
 JU0365  HISTORY     - 1979     GOOD             NGS
 JU0365  HISTORY     - 19990427 POOR             NJGS
 JU0365
 JU0365                          STATION DESCRIPTION
 JU0365
 JU0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0365'0.9 MI NW FROM OCEAN CITY.
 JU0365'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 52 (9TH STREET IN OCEAN
 JU0365'CITY) FROM THE CITY HALL IN OCEAN CITY, SET ON TOP AT THE NORTHEAST
 JU0365'END OF THE SOUTHEAST CONCRETE ABUTMENT OF BRIDGE OVER RAINBOW
 JU0365'CHANNEL, 25 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY
 JU0365'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 JU0365
 JU0365                          STATION RECOVERY (1979)
 JU0365
 JU0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0365'RECOVERED IN GOOD CONDITION.
 JU0365
 JU0365                          STATION RECOVERY (1999)
 JU0365
 JU0365'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (JVS)
 JU0365'RECOVERED AS DESCRIBED.  ABUTMENT IS LEANING TOWARDS THE NORTHEAST.
 JU0365'THE ELEVATION IS ESTABLISHED ON THE HIGH POINT OF THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0502 ***********************************************************************
 JU0502  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0502  DESIGNATION -  P 57
 JU0502  PID         -  JU0502
 JU0502  STATE/COUNTY-  NJ/ATLANTIC
 JU0502  USGS QUAD   -  MARMORA (1994)
 JU0502
 JU0502                         *CURRENT SURVEY CONTROL
 JU0502  ___________________________________________________________________
 JU0502* NAD 83(1986)-  39 22 20.     (N)    074 42 39.     (W)     SCALED    
 JU0502* NAVD 88     -         4.838  (meters)      15.87   (feet)  ADJUSTED  
 JU0502  ___________________________________________________________________
 JU0502  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JU0502  DYNAMIC HT  -           4.835 (meters)      15.86  (feet)  COMP
 JU0502  MODELED GRAV-     980,115.2   (mgal)                       NAVD 88
 JU0502
 JU0502  VERT ORDER  -  SECOND    CLASS 0
 JU0502
 JU0502.The horizontal coordinates were scaled from a topographic map and have
 JU0502.an estimated accuracy of +/- 6 seconds.
 JU0502
 JU0502.The orthometric height was determined by differential leveling
 JU0502.and adjusted by the National Geodetic Survey in June 1991..
 JU0502
 JU0502.This Tidal Bench Mark is designated as VM 2720
 JU0502.by the Center for Operational Oceanographic Products and Services.
 JU0502
 JU0502.The geoid height was determined by GEOID03.
 JU0502
 JU0502.The dynamic height is computed by dividing the NAVD 88
 JU0502.geopotential number by the normal gravity value computed on the
 JU0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0502.degrees latitude (g = 980.6199 gals.).
 JU0502
 JU0502.The modeled gravity was interpolated from observed gravity values.
 JU0502
 JU0502;                    North         East    Units  Estimated Accuracy
 JU0502;SPC NJ       -    59,840.      131,830.      MT  (+/- 180 meters Scaled)
 JU0502
 JU0502                          SUPERSEDED SURVEY CONTROL
 JU0502
 JU0502  NGVD 29 (??/??/??)    5.231  (m)           17.16   (f) ADJUSTED    2 0
 JU0502
 JU0502.Superseded values are not recommended for survey control.
 JU0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0502.See file dsdata.txt to determine how the superseded data were derived.
 JU0502
 JU0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ249581(NAD 83)
 JU0502_MARKER: DB = BENCH MARK DISK
 JU0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0502_SP_SET: STEP
 JU0502_STAMPING: P 57 1961
 JU0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0502+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 JU0502
 JU0502  HISTORY     - Date     Condition        Report By
 JU0502  HISTORY     - 1961     MONUMENTED       CGS
 JU0502  HISTORY     - 20060427 GOOD             CANJDE
 JU0502
 JU0502                          STATION DESCRIPTION
 JU0502
 JU0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0502'5.6 MI SE FROM MAYS LANDING.
 JU0502'5.65 MILES SOUTHEAST AND SOUTH ON COUNTY ROAD 559 FROM JUNCTION
 JU0502'WITH U.S. HIGHWAY 40 OR 3.75 MILES NORTHWEST OF SCULLVILLE PUBLIC
 JU0502'SCHOOL NO. 1.  34 FEET EAST OF THE CENTER LINE OF COUNTY ROAD
 JU0502'559, SET IN A DRILL HOLE IN THE BOTTOM CONCRETE STEP OF MR.
 JU0502'THOMAS HAINES HOME, 1.5 FOOT EAST OF THE WEST EDGE OF THE STEP
 JU0502'AND 0.7 FOOT SOUTH OF THE NORTH EDGE OF THE STEP.
 JU0502
 JU0502                          STATION RECOVERY (2006)
 JU0502
 JU0502'RECOVERY NOTE BY   2006 (GAC)
 JU0502'LOCATED AT MILEPOST 8.1 ON ATLANTIC COUNTY ROUTE 559. HOUSE HAS BEEN
 JU0502'TORN DOWN BUT STEPS REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0434 ***********************************************************************
 JU0434  DESIGNATION -  P 58
 JU0434  PID         -  JU0434
 JU0434  STATE/COUNTY-  NJ/CAPE MAY
 JU0434  USGS QUAD   -  RIO GRANDE (1994)
 JU0434
 JU0434                         *CURRENT SURVEY CONTROL
 JU0434  ___________________________________________________________________
 JU0434* NAD 83(1986)-  39 00 13.     (N)    074 54 30.     (W)     SCALED    
 JU0434* NAVD 88     -         6.852  (meters)      22.48   (feet)  ADJUSTED  
 JU0434  ___________________________________________________________________
 JU0434  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 JU0434  DYNAMIC HT  -           6.848 (meters)      22.47  (feet)  COMP
 JU0434  MODELED GRAV-     980,056.8   (mgal)                       NAVD 88
 JU0434
 JU0434  VERT ORDER  -  FIRST     CLASS II
 JU0434
 JU0434.This mark is at Cape May County Airport (WWD)
 JU0434
 JU0434.The horizontal coordinates were scaled from a topographic map and have
 JU0434.an estimated accuracy of +/- 6 seconds.
 JU0434
 JU0434.The orthometric height was determined by differential leveling
 JU0434.and adjusted by the National Geodetic Survey in June 1991..
 JU0434
 JU0434.The geoid height was determined by GEOID03.
 JU0434
 JU0434.The dynamic height is computed by dividing the NAVD 88
 JU0434.geopotential number by the normal gravity value computed on the
 JU0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0434.degrees latitude (g = 980.6199 gals.).
 JU0434
 JU0434.The modeled gravity was interpolated from observed gravity values.
 JU0434
 JU0434;                    North         East    Units  Estimated Accuracy
 JU0434;SPC NJ       -    18,980.      114,630.      MT  (+/- 180 meters Scaled)
 JU0434
 JU0434                          SUPERSEDED SURVEY CONTROL
 JU0434
 JU0434  NGVD 29 (04/16/92)    7.254  (m)           23.80   (f) ADJUSTED    1 2
 JU0434
 JU0434.Superseded values are not recommended for survey control.
 JU0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0434.See file dsdata.txt to determine how the superseded data were derived.
 JU0434
 JU0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ079171(NAD 83)
 JU0434_MARKER: DB = BENCH MARK DISK
 JU0434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0434_SP_SET: FOUNDATION
 JU0434_STAMPING: P 58 1961
 JU0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0434+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2001
 JU0434
 JU0434  HISTORY     - Date     Condition        Report By
 JU0434  HISTORY     - 1961     MONUMENTED       CGS
 JU0434  HISTORY     - 1982     GOOD             NGS
 JU0434  HISTORY     - 19991002 GOOD             USPSQD
 JU0434  HISTORY     - 20010611 GOOD             NJGS
 JU0434
 JU0434                          STATION DESCRIPTION
 JU0434
 JU0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0434'2.5 MI SW FROM RIO GRANDE.
 JU0434'1.2 MILE SOUTHWEST ON U.S. HIGHWAY 9 FROM THE JUNCTION WITH STATE
 JU0434'HIGHWAY 47 IN RIO GRANDE THENCE 1.3 MILE SOUTHWEST AND WEST ON
 JU0434'BAY SHORE WEST ROAD, AT THE CAPE MAY COUNTY AIRPORT.  SET IN A
 JU0434'VERTICAL DRILL HOLE IN THE CONCRETE FOUNDATION IN THE EAST SIDE
 JU0434'AT THE SOUTHEAST CORNER OF THE HANGER AND OFFICE USED BY THE
 JU0434'PARAMOUNT AIR SERVICE THAT IS SOUTH OF THE BUILDING THAT WAS ONCE
 JU0434'THE CONTROL TOWER, 2.5 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 JU0434'BUILDING AND 1.5 FEET ABOVE THE LEVEL OF THE GROUND.
 JU0434
 JU0434                          STATION RECOVERY (1982)
 JU0434
 JU0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JU0434'RECOVERED IN GOOD CONDITION.
 JU0434
 JU0434                          STATION RECOVERY (1999)
 JU0434
 JU0434'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU0434'RECOVERED IN GOOD CONDITION.
 JU0434
 JU0434                          STATION RECOVERY (2001)
 JU0434
 JU0434'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 JU0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0985 ***********************************************************************
 JU0985  DESIGNATION -  P 59
 JU0985  PID         -  JU0985
 JU0985  STATE/COUNTY-  NJ/CUMBERLAND
 JU0985  USGS QUAD   -  MILLVILLE (1997)
 JU0985
 JU0985                         *CURRENT SURVEY CONTROL
 JU0985  ___________________________________________________________________
 JU0985* NAD 83(1986)-  39 25 52.     (N)    075 02 28.     (W)     SCALED    
 JU0985* NAVD 88     -        18.980  (meters)      62.27   (feet)  ADJUSTED  
 JU0985  ___________________________________________________________________
 JU0985  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JU0985  DYNAMIC HT  -          18.970 (meters)      62.24  (feet)  COMP
 JU0985  MODELED GRAV-     980,120.7   (mgal)                       NAVD 88
 JU0985
 JU0985  VERT ORDER  -  SECOND    CLASS 0
 JU0985
 JU0985.The horizontal coordinates were scaled from a topographic map and have
 JU0985.an estimated accuracy of +/- 6 seconds.
 JU0985
 JU0985.The orthometric height was determined by differential leveling
 JU0985.and adjusted by the National Geodetic Survey in June 1991..
 JU0985
 JU0985.The geoid height was determined by GEOID03.
 JU0985
 JU0985.The dynamic height is computed by dividing the NAVD 88
 JU0985.geopotential number by the normal gravity value computed on the
 JU0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0985.degrees latitude (g = 980.6199 gals.).
 JU0985
 JU0985.The modeled gravity was interpolated from observed gravity values.
 JU0985
 JU0985;                    North         East    Units  Estimated Accuracy
 JU0985;SPC NJ       -    66,500.      103,420.      MT  (+/- 180 meters Scaled)
 JU0985
 JU0985                          SUPERSEDED SURVEY CONTROL
 JU0985
 JU0985  NGVD 29 (04/16/92)   19.311  (m)           63.36   (f) ADJUSTED    2 0
 JU0985
 JU0985.Superseded values are not recommended for survey control.
 JU0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0985.See file dsdata.txt to determine how the superseded data were derived.
 JU0985
 JU0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ964646(NAD 83)
 JU0985_MARKER: DB = BENCH MARK DISK
 JU0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0985_STAMPING: P 59 1961
 JU0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0985+STABILITY: SURFACE MOTION
 JU0985
 JU0985  HISTORY     - Date     Condition        Report By
 JU0985  HISTORY     - 1961     MONUMENTED       CGS
 JU0985  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 JU0985
 JU0985                          STATION DESCRIPTION
 JU0985
 JU0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0985'2.1 MI N FROM MILLVILLE.
 JU0985'2.1 MILES NORTH ON STATE HIGHWAY 47 FROM THE POST OFFICE IN
 JU0985'MILLVILLE AND AT THE ENTRANCE TO THE VINELAND AIRPORT.  77 YARDS
 JU0985'SOUTHEAST OF THE NORHEAST CORNER OF THE EAST HANGAR, 150 FEET
 JU0985'WEST OF THE CENTER LINE OF HIGHWAY 47, 18.6 FEET NORTH OF THE
 JU0985'CENTER OF THE DRIVEWAY TO THE AIRPORT, 3 FEET EAST OF THE BOARD
 JU0985'FENCE ON THE WEST END OF THE AIRPORT, 2.5 FEET NORTH OF THE FIRST
 JU0985'POWER LINE POLE LEADING TO THE AIRPORT.  SET IN THE TOP OF A
 JU0985'CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH THE DRIVEWAY.
 JU0985
 JU0985                          STATION RECOVERY (1995)
 JU0985
 JU0985'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0985'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0048 ***********************************************************************
 JU0048  DESIGNATION -  P 6
 JU0048  PID         -  JU0048
 JU0048  STATE/COUNTY-  NJ/OCEAN
 JU0048  USGS QUAD   -  TOMS RIVER (1989)
 JU0048
 JU0048                         *CURRENT SURVEY CONTROL
 JU0048  ___________________________________________________________________
 JU0048* NAD 83(1986)-  39 53 59.     (N)    074 10 25.     (W)     SCALED    
 JU0048* NAVD 88     -        15.141  (meters)      49.68   (feet)  ADJUSTED  
 JU0048  ___________________________________________________________________
 JU0048  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JU0048  DYNAMIC HT  -          15.134 (meters)      49.65  (feet)  COMP
 JU0048  MODELED GRAV-     980,161.8   (mgal)                       NAVD 88
 JU0048
 JU0048  VERT ORDER  -  FIRST     CLASS I
 JU0048
 JU0048.The horizontal coordinates were scaled from a topographic map and have
 JU0048.an estimated accuracy of +/- 6 seconds.
 JU0048
 JU0048.The orthometric height was determined by differential leveling
 JU0048.and adjusted by the National Geodetic Survey in June 1991..
 JU0048
 JU0048.The geoid height was determined by GEOID03.
 JU0048
 JU0048.The dynamic height is computed by dividing the NAVD 88
 JU0048.geopotential number by the normal gravity value computed on the
 JU0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0048.degrees latitude (g = 980.6199 gals.).
 JU0048
 JU0048.The modeled gravity was interpolated from observed gravity values.
 JU0048
 JU0048;                    North         East    Units  Estimated Accuracy
 JU0048;SPC NJ       -   118,430.      177,910.      MT  (+/- 180 meters Scaled)
 JU0048
 JU0048                          SUPERSEDED SURVEY CONTROL
 JU0048
 JU0048  NGVD 29 (04/16/92)   15.506  (m)           50.87   (f) ADJUSTED    1 1
 JU0048
 JU0048.Superseded values are not recommended for survey control.
 JU0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0048.See file dsdata.txt to determine how the superseded data were derived.
 JU0048
 JU0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK706169(NAD 83)
 JU0048_MARKER: DB = BENCH MARK DISK
 JU0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0048_STAMPING: P 6 1930 50.974
 JU0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0048+STABILITY: SURFACE MOTION
 JU0048
 JU0048  HISTORY     - Date     Condition        Report By
 JU0048  HISTORY     - 1930     MONUMENTED       CGS
 JU0048  HISTORY     - 1964     GOOD             CGS
 JU0048  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU0048  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0048  HISTORY     - 19960712 MARK NOT FOUND   USPSQD
 JU0048
 JU0048                          STATION DESCRIPTION
 JU0048
 JU0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0048'1 MI W FROM BAYVILLE.
 JU0048'ABOUT 0.95 MILE WEST ALONG STATION ROAD FROM THE POST OFFICE
 JU0048'AT BAYVILLE, ALONG THE CENTRAL RAILROAD OF NEW JERSEY, NEAR A SAND
 JU0048'ROAD CROSSING, 160.0 FEET WEST OF THE CENTER LINE OF WHEATON
 JU0048'AVENUE, 93.5 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 70
 JU0048'FEET NORTH OF THE CENTER LINE OF THE SAND ROAD, 54.5 FEET EAST
 JU0048'OF THE EAST RAIL, 89 FEET NORTH-NORTHEAST OF AND ACROSS SAND ROAD
 JU0048'FROM POWER POLE 1727, AND SET IN THE TOP OF A CONCRETE POST
 JU0048'PROJECTING 0.2 FOOT.  NOTE-- THIS MARK MAY ALSO BE REACHED BY
 JU0048'GOING 2.9 MILES SOUTH ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 JU0048'FROM STATION AT BEACHWOOD.
 JU0048
 JU0048                          STATION RECOVERY (1984)
 JU0048
 JU0048'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0048'MARK NOT FOUND.
 JU0048
 JU0048                          STATION RECOVERY (1987)
 JU0048
 JU0048'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0048'MARK NOT FOUND.
 JU0048
 JU0048                          STATION RECOVERY (1996)
 JU0048
 JU0048'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0558 ***********************************************************************
 JU0558  DESIGNATION -  P 62
 JU0558  PID         -  JU0558
 JU0558  STATE/COUNTY-  NJ/CAMDEN
 JU0558  USGS QUAD   -  HAMMONTON (1981)
 JU0558
 JU0558                         *CURRENT SURVEY CONTROL
 JU0558  ___________________________________________________________________
 JU0558* NAD 83(1996)-  39 39 17.54110(N)    074 49 58.44161(W)     ADJUSTED  
 JU0558* NAVD 88     -        34.192  (meters)     112.18   (feet)  ADJUSTED  
 JU0558  ___________________________________________________________________
 JU0558  X           -   1,286,525.054 (meters)                     COMP
 JU0558  Y           -  -4,745,968.135 (meters)                     COMP
 JU0558  Z           -   4,048,557.316 (meters)                     COMP
 JU0558  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 JU0558  ELLIP HEIGHT-           0.85  (meters)          (09/25/02) GPS OBS
 JU0558  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JU0558  DYNAMIC HT  -          34.175 (meters)     112.12  (feet)  COMP
 JU0558  MODELED GRAV-     980,132.5   (mgal)                       NAVD 88
 JU0558
 JU0558  HORZ ORDER  -  FIRST
 JU0558  VERT ORDER  -  FIRST     CLASS I
 JU0558  ELLP ORDER  -  FOURTH    CLASS I
 JU0558
 JU0558.The horizontal coordinates were established by GPS observations
 JU0558.and adjusted by the National Geodetic Survey in March 2000..
 JU0558
 JU0558.The orthometric height was determined by differential leveling
 JU0558.and adjusted by the National Geodetic Survey in June 1991..
 JU0558
 JU0558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0558
 JU0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0558
 JU0558.The ellipsoidal height was determined by GPS observations
 JU0558.and is referenced to NAD 83.
 JU0558
 JU0558.The geoid height was determined by GEOID03.
 JU0558
 JU0558.The dynamic height is computed by dividing the NAVD 88
 JU0558.geopotential number by the normal gravity value computed on the
 JU0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0558.degrees latitude (g = 980.6199 gals.).
 JU0558
 JU0558.The modeled gravity was interpolated from observed gravity values.
 JU0558
 JU0558;                    North         East     Units Scale Factor Converg.
 JU0558;SPC NJ       -    91,251.244   121,432.573   MT  0.99991004   -0 12 44.8
 JU0558;SPC NJ       -   299,380.12    398,400.03   sFT  0.99991004   -0 12 44.8
 JU0558;UTM  18      - 4,389,465.928   514,335.121   MT  0.99960253   +0 06 23.9
 JU0558
 JU0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0558!SPC NJ       -   0.99999987  x   0.99991004  =   0.99990991
 JU0558!UTM  18      -   0.99999987  x   0.99960253  =   0.99960240
 JU0558
 JU0558                          SUPERSEDED SURVEY CONTROL
 JU0558
 JU0558  ELLIP H (03/31/00)    0.82   (m)                       GP(       ) 3 1
 JU0558  NAVD 88 (03/31/00)   34.19   (m)          112.2    (f) LEVELING    3  
 JU0558  NGVD 29 (??/??/??)   34.558  (m)          113.38   (f) ADJUSTED    1 1
 JU0558
 JU0558.Superseded values are not recommended for survey control.
 JU0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0558.See file dsdata.txt to determine how the superseded data were derived.
 JU0558
 JU0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1433589466(NAD 83)
 JU0558_MARKER: DB = BENCH MARK DISK
 JU0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0558_STAMPING: P 62 1963
 JU0558_MARK LOGO: CGS   
 JU0558_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0558+STABILITY: SURFACE MOTION
 JU0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0558+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2006
 JU0558
 JU0558  HISTORY     - Date     Condition        Report By
 JU0558  HISTORY     - 1963     MONUMENTED       CGS
 JU0558  HISTORY     - 1964     GOOD             CGS
 JU0558  HISTORY     - 19950317 GOOD             NJGS
 JU0558  HISTORY     - 19990713 GOOD             NJGS
 JU0558  HISTORY     - 20050926 POOR             INDIV
 JU0558  HISTORY     - 20060407 GOOD             MACDEL
 JU0558
 JU0558                          STATION DESCRIPTION
 JU0558
 JU0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0558'1.1 MI SE FROM WINSLOW JUNCTION.
 JU0558'1.1 MILES SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0558'FROM THE STATION AT WINSLOW JUNCTION, AT A BLACK TOP ROAD CROSSING
 JU0558'AT THE COMMUNITY OF MURPHY, 135 NORTH-NORTHWEST OF CENTER OF THE
 JU0558'CROSSING, 23 FEET SOUTHWEST OF CENTERLINE OF ROAD LEADING
 JU0558'NORTHWEST AND NORTH, 16 FEET NORTHEAST OF NORTHEAST RAIL, 5 FEET
 JU0558'NORTHWEST OF A TELEPHONE POLE, 1.5 FEET SOUTHEAST OF A STEEL
 JU0558'WITNESS POST, 1 FOOT BELOW LEVEL OF TRACK, AND SET IN THE TOP OF
 JU0558'A CONCRETE POST PROJECTING 3 INCHES.
 JU0558
 JU0558                          STATION RECOVERY (1995)
 JU0558
 JU0558'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 JU0558'THE STATION IS LOCATED IN WINSLOW TOWNSHIP ON THE NORTHEAST SIDE OF
 JU0558'THE NEW JERSEY TRANSIT RAILROAD RIGHT OF WAY AND SOUTHWEST OF
 JU0558'FLITTERTOWN ROAD.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 JU0558'HIGHWAYS 30 AND 206 AND STATE ROUTE 54 IN HAMMONTON, GO WEST ON U.S.
 JU0558'HIGHWAY 30 FOR 1.2 MI (1.9 KM) TO THE TEE JUNCTION WITH OLD FORKS ROAD
 JU0558'ON THE LEFT.  TURN LEFT AND GO SOUTHWEST ON OLD FORKS ROAD FOR 1.5 MI
 JU0558'(2.4 KM) TO THE RAILROAD GRADE CROSSING AND FLITTERTOWN ROAD ON THE
 JU0558'LEFT, TURN LEFT AND GO ABOUT 0.05 MI (0.08 KM) TO THE STATION ON THE
 JU0558'LEFT.  THE STATION IS 16 FT (4.9 M) NORTHEAST FROM THE NORTHEAST RAIL,
 JU0558'73 FT (22.3 M) NORTHWEST FROM A METAL POST FOR A DOUBLE LAMP RAILROAD
 JU0558'CROSSING SIGNAL ON FLITTERTOWN ROAD, 92 FT (28.0 M) NORTHWEST FROM AN
 JU0558'ELECTRICAL BOX FOR A RAILROAD SIGNAL, 137 FT (41.8 M) NORTHWEST FROM
 JU0558'THE CENTER OF THE GRADE CROSSING AT OLD FORKS ROAD AND 25 FT (7.6 M)
 JU0558'WEST SOUTHWEST FROM THE CENTERLINE OF FLITTERTOWN ROAD.
 JU0558
 JU0558                          STATION RECOVERY (1999)
 JU0558
 JU0558'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (JVS)
 JU0558'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  TO REACH THE
 JU0558'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 30 AND OLD FORKS ROAD, GO
 JU0558'SOUTHWEST ON OLD FORKS ROAD FOR 1.5 MI (2.4 KM) TO A RAILROAD GRADE
 JU0558'CROSSING AND THE JUNCTION OF FLITTERTOWN ROAD ON THE RIGHT.  TURN
 JU0558'RIGHT AND GO WEST ON FLITTERTOWN ROAD FOR ABOUT 42 M (137.8 FT) TO THE
 JU0558'STATION ON THE LEFT.
 JU0558
 JU0558                          STATION RECOVERY (2005)
 JU0558
 JU0558'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JFL)
 JU0558'THE MONUMENT IS IN GOOD PHYSICAL CONDITION BUT APEARS TO HAVE BEEN HIT
 JU0558'FROM THE SIDE AND IS NOW LEANING.
 JU0558
 JU0558                          STATION RECOVERY (2006)
 JU0558
 JU0558'RECOVERY NOTE BY MACDEL ENGINEERING 2006 (RFH)
 JU0558'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0699 ***********************************************************************
 JU0699  DESIGNATION -  P 63
 JU0699  PID         -  JU0699
 JU0699  STATE/COUNTY-  NJ/CAMDEN
 JU0699  USGS QUAD   -  CAMDEN (1995)
 JU0699
 JU0699                         *CURRENT SURVEY CONTROL
 JU0699  ___________________________________________________________________
 JU0699* NAD 83(1986)-  39 56 08.     (N)    075 06 39.     (W)     SCALED    
 JU0699* NAVD 88     -         9.770  (meters)      32.05   (feet)  ADJUSTED  
 JU0699  ___________________________________________________________________
 JU0699  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU0699  DYNAMIC HT  -           9.766 (meters)      32.04  (feet)  COMP
 JU0699  MODELED GRAV-     980,187.9   (mgal)                       NAVD 88
 JU0699
 JU0699  VERT ORDER  -  FIRST     CLASS I
 JU0699
 JU0699.The horizontal coordinates were scaled from a topographic map and have
 JU0699.an estimated accuracy of +/- 6 seconds.
 JU0699
 JU0699.The orthometric height was determined by differential leveling
 JU0699.and adjusted by the National Geodetic Survey in June 1991..
 JU0699
 JU0699.The geoid height was determined by GEOID03.
 JU0699
 JU0699.The dynamic height is computed by dividing the NAVD 88
 JU0699.geopotential number by the normal gravity value computed on the
 JU0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0699.degrees latitude (g = 980.6199 gals.).
 JU0699
 JU0699.The modeled gravity was interpolated from observed gravity values.
 JU0699
 JU0699;                    North         East    Units  Estimated Accuracy
 JU0699;SPC NJ       -   122,540.       97,800.      MT  (+/- 180 meters Scaled)
 JU0699
 JU0699                          SUPERSEDED SURVEY CONTROL
 JU0699
 JU0699  NGVD 29 (??/??/??)   10.110  (m)           33.17   (f) ADJUSTED    1 1
 JU0699
 JU0699.Superseded values are not recommended for survey control.
 JU0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0699.See file dsdata.txt to determine how the superseded data were derived.
 JU0699
 JU0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK905206(NAD 83)
 JU0699_MARKER: DB = BENCH MARK DISK
 JU0699_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0699_SP_SET: CONCRETE ABUTMENT
 JU0699_STAMPING: P 63 1963
 JU0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0699+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1995
 JU0699
 JU0699  HISTORY     - Date     Condition        Report By
 JU0699  HISTORY     - 1963     MONUMENTED       CGS
 JU0699  HISTORY     - 1964     GOOD             CGS
 JU0699  HISTORY     - 19951206 MARK NOT FOUND   NJGS
 JU0699
 JU0699                          STATION DESCRIPTION
 JU0699
 JU0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0699'0.6 MI SE FROM CAMDEN.
 JU0699'0.55 MILE SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0699'FROM THE CENTER JUNCTION TOWER AT CAMDEN, AT THE RAILROAD OVERPASS
 JU0699'OVER WALNUT STREET, SET ON TOP OF THE NORTHEAST END OF THE
 JU0699'NORTHWEST CONCRETE ABUTMENT, 10 FEET NORTHEAST OF NORTHEAST RAIL,
 JU0699'AND ABOUT 1 FOOT ABOVE LEVEL OF TRACK.
 JU0699
 JU0699                          STATION RECOVERY (1995)
 JU0699
 JU0699'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 JU0699'THE STATION WAS NOT RECOVERED AT THIS TIME.  THE SITE WAS VISITED AND
 JU0699'THE LOCATION OF THE STATION WAS SPALLING.  THERE WAS NO EVIDENCE OF
 JU0699'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0299 ***********************************************************************
 JU0299  DESIGNATION -  P 64
 JU0299  PID         -  JU0299
 JU0299  STATE/COUNTY-  NJ/ATLANTIC
 JU0299  USGS QUAD   -  ATLANTIC CITY (1994)
 JU0299
 JU0299                         *CURRENT SURVEY CONTROL
 JU0299  ___________________________________________________________________
 JU0299* NAD 83(1986)-  39 21 53.     (N)    074 26 48.     (W)     SCALED    
 JU0299* NAVD 88     -         3.002  (meters)       9.85   (feet)  ADJUSTED  
 JU0299  ___________________________________________________________________
 JU0299  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 JU0299  DYNAMIC HT  -           3.001 (meters)       9.85  (feet)  COMP
 JU0299  MODELED GRAV-     980,107.8   (mgal)                       NAVD 88
 JU0299
 JU0299  VERT ORDER  -  FIRST     CLASS I
 JU0299
 JU0299.The horizontal coordinates were scaled from a topographic map and have
 JU0299.an estimated accuracy of +/- 6 seconds.
 JU0299
 JU0299.The orthometric height was determined by differential leveling
 JU0299.and adjusted by the National Geodetic Survey in June 1991..
 JU0299
 JU0299.The geoid height was determined by GEOID03.
 JU0299
 JU0299.The dynamic height is computed by dividing the NAVD 88
 JU0299.geopotential number by the normal gravity value computed on the
 JU0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0299.degrees latitude (g = 980.6199 gals.).
 JU0299
 JU0299.The modeled gravity was interpolated from observed gravity values.
 JU0299
 JU0299;                    North         East    Units  Estimated Accuracy
 JU0299;SPC NJ       -    58,990.      154,600.      MT  (+/- 180 meters Scaled)
 JU0299
 JU0299                          SUPERSEDED SURVEY CONTROL
 JU0299
 JU0299  NGVD 29 (01/10/92)    3.401  (m)           11.16   (f) ADJUSTED    1 1
 JU0299
 JU0299.Superseded values are not recommended for survey control.
 JU0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0299.See file dsdata.txt to determine how the superseded data were derived.
 JU0299
 JU0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ476573(NAD 83)
 JU0299_MARKER: DB = BENCH MARK DISK
 JU0299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0299_SP_SET: BRIDGE
 JU0299_STAMPING: P 64 1963
 JU0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0299+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1989
 JU0299
 JU0299  HISTORY     - Date     Condition        Report By
 JU0299  HISTORY     - 1963     MONUMENTED       CGS
 JU0299  HISTORY     - 1964     GOOD             CGS
 JU0299  HISTORY     - 1979     GOOD             NGS
 JU0299  HISTORY     - 19891101 MARK NOT FOUND   NJGS
 JU0299
 JU0299                          STATION DESCRIPTION
 JU0299
 JU0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0299'0.4 MI NW FROM ATLANTIC CITY.
 JU0299'0.4 MILE NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0299'FROM THE STATION AT ATLANTIC CITY, AT THE RAILROAD BRIDGE OVER
 JU0299'INTRACOASTAL WATERWAY, 11 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 JU0299'ABOUT LEVEL WITH THE TRACK, AND SET ON TOP OF THE WEST WING WALL
 JU0299'FOR BRIDGE.
 JU0299
 JU0299                          STATION RECOVERY (1979)
 JU0299
 JU0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0299'RECOVERED IN GOOD CONDITION.
 JU0299
 JU0299                          STATION RECOVERY (1989)
 JU0299
 JU0299'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 JU0299'A NEW RAILROAD WINGWALL HAS BEEN CONSTRUCTED AT THIS LOCATION. STATION
 JU0299'P 64 RESET 1987 WAS FOUND IN THE NEW WINGWALL. P 64 CAN BE CONSIDERED
 JU0299'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0085 ***********************************************************************
 JU0085  DESIGNATION -  P 66
 JU0085  PID         -  JU0085
 JU0085  STATE/COUNTY-  NJ/OCEAN
 JU0085  USGS QUAD   -  WEST CREEK (1972)
 JU0085
 JU0085                         *CURRENT SURVEY CONTROL
 JU0085  ___________________________________________________________________
 JU0085* NAD 83(1986)-  39 39 50.     (N)    074 16 56.     (W)     SCALED    
 JU0085* NAVD 88     -        10.936  (meters)      35.88   (feet)  ADJUSTED  
 JU0085  ___________________________________________________________________
 JU0085  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JU0085  DYNAMIC HT  -          10.931 (meters)      35.86  (feet)  COMP
 JU0085  MODELED GRAV-     980,159.9   (mgal)                       NAVD 88
 JU0085
 JU0085  VERT ORDER  -  FIRST     CLASS I
 JU0085
 JU0085.The horizontal coordinates were scaled from a topographic map and have
 JU0085.an estimated accuracy of +/- 6 seconds.
 JU0085
 JU0085.The orthometric height was determined by differential leveling
 JU0085.and adjusted by the National Geodetic Survey in June 1991..
 JU0085
 JU0085.The geoid height was determined by GEOID03.
 JU0085
 JU0085.The dynamic height is computed by dividing the NAVD 88
 JU0085.geopotential number by the normal gravity value computed on the
 JU0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0085.degrees latitude (g = 980.6199 gals.).
 JU0085
 JU0085.The modeled gravity was interpolated from observed gravity values.
 JU0085
 JU0085;                    North         East    Units  Estimated Accuracy
 JU0085;SPC NJ       -    92,220.      168,690.      MT  (+/- 180 meters Scaled)
 JU0085
 JU0085                          SUPERSEDED SURVEY CONTROL
 JU0085
 JU0085  NGVD 29 (04/16/92)   11.316  (m)           37.13   (f) ADJUSTED    1 1
 JU0085
 JU0085.Superseded values are not recommended for survey control.
 JU0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0085.See file dsdata.txt to determine how the superseded data were derived.
 JU0085
 JU0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ615906(NAD 83)
 JU0085_MARKER: DB = BENCH MARK DISK
 JU0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0085_STAMPING: P 66 1964
 JU0085_MARK LOGO: CGS   
 JU0085_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0085+STABILITY: SURFACE MOTION
 JU0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0085+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1995
 JU0085
 JU0085  HISTORY     - Date     Condition        Report By
 JU0085  HISTORY     - 1964     MONUMENTED       CGS
 JU0085  HISTORY     - 1979     GOOD             NGS
 JU0085  HISTORY     - 1985     GOOD             USPSQD
 JU0085  HISTORY     - 19940721 GOOD             USPSQD
 JU0085  HISTORY     - 19950201 GOOD             NJGS
 JU0085
 JU0085                          STATION DESCRIPTION
 JU0085
 JU0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0085'2.6 MI NE FROM WEST CREEK.
 JU0085'ABOUT 2.55 MILES NORTHEAST ALONG U.S. HIGHWAY 9 FROM THE POST
 JU0085'OFFICE AT WEST CREEK, AT SMALL VILLAGE OF STAFFORDVILLE, 37.0
 JU0085'FEET NORTH OF THE NORTH CORNER OF A TALL 2 STORIED HOUSE, 61.5
 JU0085'FEET WEST OF THE WEST CORNER OF A 2 STORIED HOUSE PRESENTLY
 JU0085'OWNED BY P.W. LAFFERTY, 32.0 FEET SOUTHEAST OF THE CENTER LINE
 JU0085'OF THE HIGHWAY, ON THE OUTSIDE OF A SLIGHT CURVE WITH TANGENTS
 JU0085'EXTENDING WEST AND NORTHEAST, 4.0 FEET NORTHEAST OF A 2-BY-2 INCH
 JU0085'CONCRETE POST PROJECTING ABOUT 4 FEET, ABOUT LEVEL WITH THE HIGHWAY
 JU0085'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 JU0085
 JU0085                          STATION RECOVERY (1979)
 JU0085
 JU0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0085'NOTE--45.5 FEET SOUTH SOUTHWEST OF CABLE LINE POLE B 1164.
 JU0085
 JU0085                          STATION RECOVERY (1985)
 JU0085
 JU0085'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0085'MARK ABOUT 75' SOUTH OF MILE MARKER 68 AND 1' UNDER SOD.
 JU0085
 JU0085                          STATION RECOVERY (1994)
 JU0085
 JU0085'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0085'RECOVERED IN GOOD CONDITION.
 JU0085
 JU0085                          STATION RECOVERY (1995)
 JU0085
 JU0085'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0085'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0159 ***********************************************************************
 JU0159  DESIGNATION -  P 67
 JU0159  PID         -  JU0159
 JU0159  STATE/COUNTY-  NJ/OCEAN
 JU0159  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0159
 JU0159                         *CURRENT SURVEY CONTROL
 JU0159  ___________________________________________________________________
 JU0159* NAD 83(1986)-  39 42 06.     (N)    074 08 11.     (W)     SCALED    
 JU0159* NAVD 88     -         1.451  (meters)       4.76   (feet)  ADJUSTED  
 JU0159  ___________________________________________________________________
 JU0159  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JU0159  DYNAMIC HT  -           1.451 (meters)       4.76  (feet)  COMP
 JU0159  MODELED GRAV-     980,157.1   (mgal)                       NAVD 88
 JU0159
 JU0159  VERT ORDER  -  FIRST     CLASS II
 JU0159
 JU0159.The horizontal coordinates were scaled from a topographic map and have
 JU0159.an estimated accuracy of +/- 6 seconds.
 JU0159
 JU0159.The orthometric height was determined by differential leveling
 JU0159.and adjusted by the National Geodetic Survey in March 2005..
 JU0159
 JU0159.The geoid height was determined by GEOID03.
 JU0159
 JU0159.The dynamic height is computed by dividing the NAVD 88
 JU0159.geopotential number by the normal gravity value computed on the
 JU0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0159.degrees latitude (g = 980.6199 gals.).
 JU0159
 JU0159.The modeled gravity was interpolated from observed gravity values.
 JU0159
 JU0159;                    North         East    Units  Estimated Accuracy
 JU0159;SPC NJ       -    96,460.      181,180.      MT  (+/- 180 meters Scaled)
 JU0159
 JU0159                          SUPERSEDED SURVEY CONTROL
 JU0159
 JU0159  NAVD 88 (06/15/91)    1.443  (m)            4.73   (f) UNKNOWN     1 1
 JU0159  NGVD 29 (??/??/??)    1.826  (m)            5.99   (f) ADJUSTED    1 1
 JU0159
 JU0159.Superseded values are not recommended for survey control.
 JU0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0159.See file dsdata.txt to determine how the superseded data were derived.
 JU0159
 JU0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ740950(NAD 83)
 JU0159_MARKER: DB = BENCH MARK DISK
 JU0159_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0159_SP_SET: 63 FEET
 JU0159_STAMPING: P 67 1964
 JU0159_MARK LOGO: CGS   
 JU0159_PROJECTION: FLUSH
 JU0159_MAGNETIC: I = MARKER IS A STEEL ROD
 JU0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0159+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 JU0159
 JU0159  HISTORY     - Date     Condition        Report By
 JU0159  HISTORY     - 1964     MONUMENTED       CGS
 JU0159  HISTORY     - 1984     GOOD             USPSQD
 JU0159  HISTORY     - 1987     GOOD             USPSQD
 JU0159  HISTORY     - 20010606 GOOD             NJGS
 JU0159  HISTORY     - 20060421 GOOD             GEOCAC
 JU0159
 JU0159                          STATION DESCRIPTION
 JU0159
 JU0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0159'AT HARVEY CEDARS.
 JU0159'ON LONG BEACH ISLAND, AT HARVEY CEDARS, ABOUT 0.2 MILE SOUTHWEST
 JU0159'ALONG LONG BEACH BOULEVARD FROM THE HARVEY CEDARS POST OFFICE,
 JU0159'AT THE ENTRANCE OF THE MARIS STELLA SISTER OF CHARITY SAINT
 JU0159'ELIZABETH CONVENT, 206.0 FEET NORTH-NORTHWEST OF THE NORTH CORNER
 JU0159'OF THE DINING HALL, 56.8 FEET SOUTHEAST OF THE CENTER LINE OF
 JU0159'LONG BEACH BOULEVARD, 15.0 FEET SOUTHWEST OF THE CENTER LINE OF
 JU0159'DRIVEWAY LEADING TO CONVENT, 7.0 FEET NORTHWEST OF THE NORTHWEST
 JU0159'SIDE OF STONE GATE POST, 1.0 FOOT SOUTHWEST OF THE STONE FENCE
 JU0159'ON SOUTHWEST SIDE OF DRIVEWAY, 0.5 FOOT NORTHWEST OF A METAL
 JU0159'WITNESS POST AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD
 JU0159'FLUSH WITH THE GROUND AND PROTECTED BY A 8 INCH SQUARE TILE FLUSH
 JU0159'WITH THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 63
 JU0159'FEET.
 JU0159
 JU0159                          STATION RECOVERY (1984)
 JU0159
 JU0159'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0159'RECOVERED IN GOOD CONDITION.
 JU0159
 JU0159                          STATION RECOVERY (1987)
 JU0159
 JU0159'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0159'RECOVERED IN GOOD CONDITION.
 JU0159
 JU0159                          STATION RECOVERY (2001)
 JU0159
 JU0159'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0159'RECOVERED AS DESCRIBED WITH A NEW DESCRIPTION TO FOLLOW.  THE STATION
 JU0159'IS LOCATED IN THE BOROUGH OF HARVEY CEDARS ON THE SOUTHEAST SIDE OF
 JU0159'LONG BEACH BOULEVARD.  TO REACH THE STATION FROM THE INTERSECTION OF
 JU0159'THE WESTBOUND LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE
 JU0159'BOROUGH OF SHIP BOTTOM, GO NORTHEAST ON LONG BEACH BOULEVARD FOR 4.2
 JU0159'MI (6.8 KM) TO THE ENTRANCE DRIVE LEADING TO THE MARIS STELLA SISTERS
 JU0159'OF CHARITY SAINT ELIZABETH CONVENT AND THE STATION ON THE RIGHT.  THE
 JU0159'STATION IS 20.0 M (65.6 FT) NORTHEAST FROM THE CENTERLINE OF EAST 72TH
 JU0159'STREET ANS IS FLUSH WITH THE GROUND.
 JU0159
 JU0159                          STATION RECOVERY (2006)
 JU0159
 JU0159'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0159'HANDHELD COORDINATES ARE N39-42-07.20 W074-08-10.56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0054 ***********************************************************************
 JU0054  DESIGNATION -  P 68
 JU0054  PID         -  JU0054
 JU0054  STATE/COUNTY-  NJ/OCEAN
 JU0054  USGS QUAD   -  FORKED RIVER (1989)
 JU0054
 JU0054                         *CURRENT SURVEY CONTROL
 JU0054  ___________________________________________________________________
 JU0054* NAD 83(1986)-  39 50 33.     (N)    074 11 21.     (W)     SCALED    
 JU0054* NAVD 88     -         4.905  (meters)      16.09   (feet)  ADJUSTED  
 JU0054  ___________________________________________________________________
 JU0054  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU0054  DYNAMIC HT  -           4.903 (meters)      16.09  (feet)  COMP
 JU0054  MODELED GRAV-     980,165.7   (mgal)                       NAVD 88
 JU0054  OBS GRAVITY -     980,168.4   (mgal)                       GRAV_OBS
 JU0054
 JU0054  VERT ORDER  -  FIRST     CLASS I
 JU0054
 JU0054.The horizontal coordinates were scaled from a topographic map and have
 JU0054.an estimated accuracy of +/- 6 seconds.
 JU0054
 JU0054.The orthometric height was determined by differential leveling
 JU0054.and adjusted by the National Geodetic Survey in June 1991..
 JU0054
 JU0054.The geoid height was determined by GEOID03.
 JU0054
 JU0054.The dynamic height is computed by dividing the NAVD 88
 JU0054.geopotential number by the normal gravity value computed on the
 JU0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0054.degrees latitude (g = 980.6199 gals.).
 JU0054
 JU0054.The modeled gravity was interpolated from observed gravity values.
 JU0054.The observed gravity was obtained from relative gravimeter ties
 JU0054.to the IGSN71 gravity network.
 JU0054
 JU0054;                    North         East    Units  Estimated Accuracy
 JU0054;SPC NJ       -   112,080.      176,600.      MT  (+/- 180 meters Scaled)
 JU0054
 JU0054                          SUPERSEDED SURVEY CONTROL
 JU0054
 JU0054  NGVD 29 (04/16/92)    5.278  (m)           17.32   (f) ADJUSTED    1 1
 JU0054
 JU0054.Superseded values are not recommended for survey control.
 JU0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0054.See file dsdata.txt to determine how the superseded data were derived.
 JU0054
 JU0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK693105(NAD 83)
 JU0054_MARKER: DB = BENCH MARK DISK
 JU0054_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JU0054+WITH SETTING: INTO GROUND
 JU0054_SP_SET: 72 FEET
 JU0054_STAMPING: P 68 1964
 JU0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0054+STABILITY: SURFACE MOTION
 JU0054
 JU0054  HISTORY     - Date     Condition        Report By
 JU0054  HISTORY     - 1964     MONUMENTED       CGS
 JU0054  HISTORY     - 1979     GOOD             NGS
 JU0054  HISTORY     - 1987     GOOD             USPSQD
 JU0054  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0054
 JU0054                          STATION DESCRIPTION
 JU0054
 JU0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0054'0.4 MI NE FROM FORKED RIVER.
 JU0054'ABOUT 0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 9 FROM THE POST
 JU0054'OFFICE AT FORKED RIVER, NEAR THE ENTRANCE OF A STATE GAME FARM,
 JU0054'ON THE GROUNDS ON THE PRESBYTERIAN CHURCH, 50.0 FEET NORTH OF THE
 JU0054'NORTH CORNER OF THE BUILDING, 35.0 FEET SOUTHEAST OF THE CENTER
 JU0054'LINE OF THE HIGHWAY, 42.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JU0054'DRIVE LEADING INTO THE GAME FARM, 1.5 FEET FROM A METAL WITNESS
 JU0054'POST AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD FLUSH AND
 JU0054'PROTECTED BY A 8 INCH SQUARE TILE FLUSH.  THE ROD WAS DRIVEN TO A
 JU0054'DEPTH OF 72 FEET.
 JU0054
 JU0054                          STATION RECOVERY (1979)
 JU0054
 JU0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0054'RECOVERED IN GOOD CONDITION.
 JU0054
 JU0054                          STATION RECOVERY (1987)
 JU0054
 JU0054'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0054'RECOVERED IN GOOD CONDITION.
 JU0054
 JU0054                          STATION RECOVERY (1987)
 JU0054
 JU0054'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0871 ***********************************************************************
 KV0871  DESIGNATION -  P 69
 KV0871  PID         -  KV0871
 KV0871  STATE/COUNTY-  NJ/OCEAN
 KV0871  USGS QUAD   -  POINT PLEASANT (1989)
 KV0871
 KV0871                         *CURRENT SURVEY CONTROL
 KV0871  ___________________________________________________________________
 KV0871* NAD 83(1996)-  40 00 12.66114(N)    074 03 38.08502(W)     ADJUSTED  
 KV0871* NAVD 88     -         1.529  (meters)       5.02   (feet)  ADJUSTED  
 KV0871  ___________________________________________________________________
 KV0871  X           -   1,343,563.974 (meters)                     COMP
 KV0871  Y           -  -4,704,331.086 (meters)                     COMP
 KV0871  Z           -   4,078,264.448 (meters)                     COMP
 KV0871  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 KV0871  ELLIP HEIGHT-         -31.52  (meters)          (10/23/02) GPS OBS
 KV0871  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KV0871  DYNAMIC HT  -           1.528 (meters)       5.01  (feet)  COMP
 KV0871  MODELED GRAV-     980,161.1   (mgal)                       NAVD 88
 KV0871  OBS GRAVITY -     980,165.2   (mgal)                       GRAV_OBS
 KV0871
 KV0871  HORZ ORDER  -  FIRST
 KV0871  VERT ORDER  -  FIRST     CLASS I
 KV0871  ELLP ORDER  -  FOURTH    CLASS I
 KV0871
 KV0871.The horizontal coordinates were established by GPS observations
 KV0871.and adjusted by the National Geodetic Survey in May 1999..
 KV0871
 KV0871.The orthometric height was determined by differential leveling
 KV0871.and adjusted by the National Geodetic Survey in June 1991..
 KV0871
 KV0871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0871
 KV0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0871
 KV0871.The ellipsoidal height was determined by GPS observations
 KV0871.and is referenced to NAD 83.
 KV0871
 KV0871.The geoid height was determined by GEOID03.
 KV0871
 KV0871.The dynamic height is computed by dividing the NAVD 88
 KV0871.geopotential number by the normal gravity value computed on the
 KV0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0871.degrees latitude (g = 980.6199 gals.).
 KV0871
 KV0871.The modeled gravity was interpolated from observed gravity values.
 KV0871.The observed gravity was obtained from relative gravimeter ties
 KV0871.to the IGSN71 gravity network.
 KV0871
 KV0871;                    North         East     Units Scale Factor Converg.
 KV0871;SPC NJ       -   129,997.362   187,518.227   MT  0.99991732   +0 16 56.9
 KV0871;SPC NJ       -   426,499.68    615,216.05   sFT  0.99991732   +0 16 56.9
 KV0871;UTM  18      - 4,428,570.163   580,185.197   MT  0.99967915   +0 36 14.1
 KV0871
 KV0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0871!SPC NJ       -   1.00000494  x   0.99991732  =   0.99992226
 KV0871!UTM  18      -   1.00000494  x   0.99967915  =   0.99968409
 KV0871
 KV0871                          SUPERSEDED SURVEY CONTROL
 KV0871
 KV0871  ELLIP H (05/14/99)  -31.54   (m)                       GP(       ) 4 1
 KV0871  NAD 83(1986)-  40 00 12.66170(N)    074 03 38.08959(W) AD(       ) 1
 KV0871  NAVD 88 (05/17/94)    1.53   (m)            5.0    (f) LEVELING    3  
 KV0871  NGVD 29 (04/16/92)    1.875  (m)            6.15   (f) ADJUSTED    1 1
 KV0871
 KV0871.Superseded values are not recommended for survey control.
 KV0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0871.See file dsdata.txt to determine how the superseded data were derived.
 KV0871
 KV0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8018528570(NAD 83)
 KV0871_MARKER: DB = BENCH MARK DISK
 KV0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0871_SP_SET: CONCRETE POST
 KV0871_STAMPING: P 69 1964
 KV0871_MARK LOGO: CGS   
 KV0871_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0871+STABILITY: SURFACE MOTION
 KV0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0871+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1993
 KV0871
 KV0871  HISTORY     - Date     Condition        Report By
 KV0871  HISTORY     - 1964     MONUMENTED       CGS
 KV0871  HISTORY     - 1979     GOOD             NGS
 KV0871  HISTORY     - 1987     GOOD             USPSQD
 KV0871  HISTORY     - 1988     GOOD             USPSQD
 KV0871  HISTORY     - 1990     GOOD             USPSQD
 KV0871  HISTORY     - 19930426 GOOD             MCCRON
 KV0871
 KV0871                          STATION DESCRIPTION
 KV0871
 KV0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0871'AT NORMANDY BEACH.
 KV0871'AT NORMANDY BEACH, ABOUT 0.1 MILE NORTH ALONG OCEAN BLVD.
 KV0871'(STATE HIGHWAY 35) FROM THE POST OFFICE, AT THE INTERSECTION OF
 KV0871'8TH AVENUE, AT THE OUT LADY OF PEACE CHURCH, 51 FEET EAST-NORTHEAST
 KV0871'OF THE NORTHEAST CORNER OF THE CHURCH, 35 FEET NORTH OF THE
 KV0871'NORTH EDGE OF THE SIDEWALK LEADING FROM THE BOULEVARD TO THE
 KV0871'CHURCH, 11 FEET WEST OF THE WEST CURB OF THE BOULEVARD, 16 FEET
 KV0871'NORTHWEST OF POWER LINE POLE 1371, 1.0 FOOT ABOVE THE LEVEL
 KV0871'OF THE BOULEVARD AND IS A DISK ON A COPPER COATED STEEL ROD
 KV0871'FLUSH WITH THE SURFACE OF THE GROUND AND PROTECTED BY A 8-INCH
 KV0871'SQUARE TILE FLUSH WITH THE SURFACE OF THE GROUND.  THE ROD WAS
 KV0871'DRIVEN TO REFUSAL AT A DEPTH OF 70 FEET.
 KV0871
 KV0871                          STATION RECOVERY (1979)
 KV0871
 KV0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0871'RECOVERED IN GOOD CONDITION.
 KV0871
 KV0871                          STATION RECOVERY (1987)
 KV0871
 KV0871'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0871'RECOVERED IN GOOD CONDITION.
 KV0871
 KV0871                          STATION RECOVERY (1988)
 KV0871
 KV0871'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 KV0871'RECOVERED IN GOOD CONDITION.
 KV0871
 KV0871                          STATION RECOVERY (1990)
 KV0871
 KV0871'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0871'RECOVERED IN GOOD CONDITION.
 KV0871
 KV0871                          STATION RECOVERY (1993)
 KV0871
 KV0871'RECOVERY NOTE BY J R MCCRONE JR INCORPORATED 1993
 KV0871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0147 ***********************************************************************
 JU0147  DESIGNATION -  P 7
 JU0147  PID         -  JU0147
 JU0147  STATE/COUNTY-  NJ/OCEAN
 JU0147  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0147
 JU0147                         *CURRENT SURVEY CONTROL
 JU0147  ___________________________________________________________________
 JU0147* NAD 83(1996)-  39 39 49.34345(N)    074 09 54.16067(W)     ADJUSTED  
 JU0147* NAVD 88     -         1.638  (meters)       5.37   (feet)  ADJUSTED  
 JU0147  ___________________________________________________________________
 JU0147  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 JU0147  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JU0147  DYNAMIC HT  -           1.637 (meters)       5.37  (feet)  COMP
 JU0147  MODELED GRAV-     980,152.8   (mgal)                       NAVD 88
 JU0147
 JU0147  HORZ ORDER  -  SECOND
 JU0147  VERT ORDER  -  FIRST     CLASS I
 JU0147
 JU0147.The horizontal coordinates were established by classical geodetic methods
 JU0147.and adjusted by the National Geodetic Survey in September 1999..
 JU0147
 JU0147.The orthometric height was determined by differential leveling
 JU0147.and adjusted by the National Geodetic Survey in June 1991..
 JU0147.WARNING-Repeat measurements at this control monument indicate possible
 JU0147.vertical movement.
 JU0147
 JU0147.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0147
 JU0147.The geoid height was determined by GEOID03.
 JU0147
 JU0147.The dynamic height is computed by dividing the NAVD 88
 JU0147.geopotential number by the normal gravity value computed on the
 JU0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0147.degrees latitude (g = 980.6199 gals.).
 JU0147
 JU0147.The modeled gravity was interpolated from observed gravity values.
 JU0147
 JU0147;                    North         East     Units Scale Factor Converg.
 JU0147;SPC NJ       -    92,232.625   178,740.108   MT  0.99991017   +0 12 49.7
 JU0147;SPC NJ       -   302,599.87    586,416.50   sFT  0.99991017   +0 12 49.7
 JU0147;UTM  18      - 4,390,766.117   571,620.412   MT  0.99966315   +0 31 58.6
 JU0147
 JU0147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0147!SPC NJ       -   1.00000500  x   0.99991017  =   0.99991517
 JU0147!UTM  18      -   1.00000500  x   0.99966315  =   0.99966815
 JU0147
 JU0147                          SUPERSEDED SURVEY CONTROL
 JU0147
 JU0147  NAD 83(1986)-  39 39 49.33383(N)    074 09 54.15492(W) AD(       ) 2
 JU0147  NAD 27      -  39 39 48.90130(N)    074 09 55.66370(W) AD(       ) 2
 JU0147  NGVD 29 (??/??/??)    2.021  (m)            6.63   (f) ADJUSTED    1 1
 JU0147
 JU0147.Superseded values are not recommended for survey control.
 JU0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0147.See file dsdata.txt to determine how the superseded data were derived.
 JU0147
 JU0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7162090766(NAD 83)
 JU0147_MARKER: DB = BENCH MARK DISK
 JU0147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0147_SP_SET: WATER TOWER
 JU0147_STAMPING: P 7 1930 6.716
 JU0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0147
 JU0147  HISTORY     - Date     Condition        Report By
 JU0147  HISTORY     - 1930     MONUMENTED       CGS
 JU0147  HISTORY     - 1964     GOOD             CGS
 JU0147  HISTORY     - 1974     GOOD             NGS
 JU0147  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0147  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU0147
 JU0147                          STATION DESCRIPTION
 JU0147
 JU0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0147'AT SURF CITY.
 JU0147'ON LONG BEACH ISLAND, AT SURF CITY, 0.15 MILE NORTHEAST ALONG
 JU0147'LONG BEACH BOULEVARD FROM THE SURF CITY BOROUGH HALL, NEAR THE
 JU0147'INTERSECTION OF 14TH STREET, 126.5 FEET NORTHWEST OF THE NORTHWEST
 JU0147'CURB OF LONG BEACH BOULEVARD, 58.0 FEET SOUTHWEST OF THE CENTER
 JU0147'LINE OF 14TH STREET, ON CITY PROPERTY AT THE SIGHT OF THE SURF
 JU0147'CITY STANDPIPE, INSIDE A CYCLONE FENCE, 27.0 FEET SOUTHWEST OF
 JU0147'THE NORTHWEST SIDE OF THE FENCE, 16.5 FEET SOUTHEAST OF THE
 JU0147'SOUTHEAST SIDE OF THE STANDPIPE, 38.9 FEET NORTH OF SURF R M 2
 JU0147'DESCRIBED, 45.2 FEET WEST OF STATION SURF DESCRIBED, 40.6 FEET
 JU0147'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE GROUND AND SET
 JU0147'IN THE TOP OF THE EAST CORNER OF THE NORTH ONE OF SEVERAL CONCRETE
 JU0147'BASES WHICH AT ONE TIME SUPPORTED A WATER TOWER.
 JU0147
 JU0147                          STATION RECOVERY (1974)
 JU0147
 JU0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JU0147'RECOVERED IN GOOD CONDITION.
 JU0147
 JU0147                          STATION RECOVERY (1987)
 JU0147
 JU0147'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0147'MARK NOT FOUND.
 JU0147
 JU0147                          STATION RECOVERY (2001)
 JU0147
 JU0147'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0147'THE STATION WAS NOT RECOVERED AT THIS TIME. THE AREA HAS UNDERGONE
 JU0147'MAJOR REVISIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0021 ***********************************************************************
 KV0021  DESIGNATION -  P 71 CHOCO RESET 1974
 KV0021  PID         -  KV0021
 KV0021  STATE/COUNTY-  NJ/MIDDLESEX
 KV0021  USGS QUAD   -  PERTH AMBOY (1981)
 KV0021
 KV0021                         *CURRENT SURVEY CONTROL
 KV0021  ___________________________________________________________________
 KV0021* NAD 83(1986)-  40 32 06.     (N)    074 16 19.     (W)     SCALED    
 KV0021* NAVD 88     -         7.88   (+/-2cm)      25.9    (feet)  VERTCON   
 KV0021  ___________________________________________________________________
 KV0021  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV0021
 KV0021  VERT ORDER  -  THIRD (See Below)
 KV0021
 KV0021.The horizontal coordinates were scaled from a topographic map and have
 KV0021.an estimated accuracy of +/- 6 seconds.
 KV0021
 KV0021.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV0021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV0021.The vertical order pertains to the NGVD 29 superseded value.
 KV0021
 KV0021.The geoid height was determined by GEOID03.
 KV0021
 KV0021;                    North         East    Units  Estimated Accuracy
 KV0021;SPC NJ       -   188,940.      169,320.      MT  (+/- 180 meters Scaled)
 KV0021
 KV0021                          SUPERSEDED SURVEY CONTROL
 KV0021
 KV0021  NGVD 29 (??/??/??)    8.19   (m)           26.9    (f) RESET       3  
 KV0021
 KV0021.Superseded values are not recommended for survey control.
 KV0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0021.See file dsdata.txt to determine how the superseded data were derived.
 KV0021
 KV0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK616873(NAD 83)
 KV0021_MARKER: DB = BENCH MARK DISK
 KV0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0021_SP_SET: CONCRETE FOUNDATION
 KV0021_STAMPING: P 71 RESET 1974
 KV0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0021
 KV0021  HISTORY     - Date     Condition        Report By
 KV0021  HISTORY     - 1974     MONUMENTED       CHOCO
 KV0021
 KV0021                          STATION DESCRIPTION
 KV0021
 KV0021'DESCRIBED BY CHEVRON OIL COMPANY 1974
 KV0021'AT PERTH AMBOY.
 KV0021'AT PERTH AMBOY, NEW JERSEY, COUNTY OF MIDDLESEX, ABOUT 0.7 MILES
 KV0021'SOUTHEAST ALONG AMBOY AVENUE FROM THE JUNCTION OF STATE HIGHWAY
 KV0021'35 AT PERTH AMBOY, APPROXIMATELY 110 YARDS SOUTH OF THE JUNCTION
 KV0021'OF AMBOY AVENUE AND MAURER ROAD, 190.0 FEET NORTH OF RELOCATED
 KV0021'GATE NO. 82 TO CHEVRON OIL COMPANY REFINERY KNOWN AS WEST YARD
 KV0021'OFF OF AMBOY AVENUE 2.0 FEET EAST OF A METAL WITNESS POST, ABOUT
 KV0021'LEVEL WITH THE TOP OF THE EAST CURB ALONG AMBOY AVENUE IS A DISK
 KV0021'SET IN THE TOP OF A CONCRETE FOUNDATION 2.0 FEET DIAMETER X 3.5
 KV0021'FEET DEEP, WHICH PROJECTS 2 INCHES ABOVE THE LEVEL OF THE
 KV0021'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0971 ***********************************************************************
 KV0971  DESIGNATION -  P 73
 KV0971  PID         -  KV0971
 KV0971  STATE/COUNTY-  NJ/MIDDLESEX
 KV0971  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV0971
 KV0971                         *CURRENT SURVEY CONTROL
 KV0971  ___________________________________________________________________
 KV0971* NAD 83(1986)-  40 23 04.     (N)    074 24 16.     (W)     SCALED    
 KV0971* NAVD 88     -         9.090  (meters)      29.82   (feet)  ADJUSTED  
 KV0971  ___________________________________________________________________
 KV0971  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KV0971  DYNAMIC HT  -           9.086 (meters)      29.81  (feet)  COMP
 KV0971  MODELED GRAV-     980,199.3   (mgal)                       NAVD 88
 KV0971
 KV0971  VERT ORDER  -  FIRST     CLASS II
 KV0971
 KV0971.The horizontal coordinates were scaled from a topographic map and have
 KV0971.an estimated accuracy of +/- 6 seconds.
 KV0971
 KV0971.The orthometric height was determined by differential leveling
 KV0971.and adjusted by the National Geodetic Survey in June 1991..
 KV0971
 KV0971.The geoid height was determined by GEOID03.
 KV0971
 KV0971.The dynamic height is computed by dividing the NAVD 88
 KV0971.geopotential number by the normal gravity value computed on the
 KV0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0971.degrees latitude (g = 980.6199 gals.).
 KV0971
 KV0971.The modeled gravity was interpolated from observed gravity values.
 KV0971
 KV0971;                    North         East    Units  Estimated Accuracy
 KV0971;SPC NJ       -   172,200.      158,110.      MT  (+/- 180 meters Scaled)
 KV0971
 KV0971                          SUPERSEDED SURVEY CONTROL
 KV0971
 KV0971  NGVD 29 (01/10/92)    9.418  (m)           30.90   (f) ADJUSTED    1 2
 KV0971
 KV0971.Superseded values are not recommended for survey control.
 KV0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0971.See file dsdata.txt to determine how the superseded data were derived.
 KV0971
 KV0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK505705(NAD 83)
 KV0971_MARKER: DB = BENCH MARK DISK
 KV0971_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 KV0971+WITH SETTING: INTO GROUND
 KV0971_STAMPING: P 73 1974
 KV0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0971+STABILITY: SURFACE MOTION
 KV0971
 KV0971  HISTORY     - Date     Condition        Report By
 KV0971  HISTORY     - 1974     MONUMENTED       NGS
 KV0971
 KV0971                          STATION DESCRIPTION
 KV0971
 KV0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV0971'1.2 MI SW FROM SPOTWOOD.
 KV0971'1.15 MILES SOUTHWEST ALONG MANALAPAN ROAD FROM THE POST OFFICE AT
 KV0971'SPOTWOOD, 1.2 FEET EAST OF THE EAST CORNER OF A MESH-WIRE FENCE
 KV0971'AROUND A SUB-STATION, 53.6 FEET NORTHWEST OF THE CENTER LINE OF
 KV0971'THE ROAD, 12.2 FEET SOUTHEAST OF THE CENTER OF A SMALL GATE AT THE
 KV0971'NORTHEAST SIDE OF THE SUB-STATION, 1.6 FEET NORTHWEST OF A
 KV0971'WITNESS POST, A DISK ON THE TOP OF A COPPER ROD 4-FEET LONG WITH A
 KV0971'BASE PLATE ATTACHED.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 KV0971'PLASTIC PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.  1.4 MILES
 KV0971'NORTHEAST OF THE POST OFFICE AT HELMETTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1135 ***********************************************************************
 KV1135  DESIGNATION -  P 74
 KV1135  PID         -  KV1135
 KV1135  STATE/COUNTY-  NJ/MERCER
 KV1135  USGS QUAD   -  TRENTON EAST (1981)
 KV1135
 KV1135                         *CURRENT SURVEY CONTROL
 KV1135  ___________________________________________________________________
 KV1135* NAD 83(1986)-  40 11 20.     (N)    074 39 09.     (W)     SCALED    
 KV1135* NAVD 88     -        15.540  (meters)      50.98   (feet)  ADJUSTED  
 KV1135  ___________________________________________________________________
 KV1135  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV1135  DYNAMIC HT  -          15.533 (meters)      50.96  (feet)  COMP
 KV1135  MODELED GRAV-     980,196.5   (mgal)                       NAVD 88
 KV1135
 KV1135  VERT ORDER  -  FIRST     CLASS II
 KV1135
 KV1135.The horizontal coordinates were scaled from a topographic map and have
 KV1135.an estimated accuracy of +/- 6 seconds.
 KV1135
 KV1135.The orthometric height was determined by differential leveling
 KV1135.and adjusted by the National Geodetic Survey in June 1991..
 KV1135
 KV1135.The geoid height was determined by GEOID03.
 KV1135
 KV1135.The dynamic height is computed by dividing the NAVD 88
 KV1135.geopotential number by the normal gravity value computed on the
 KV1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1135.degrees latitude (g = 980.6199 gals.).
 KV1135
 KV1135.The modeled gravity was interpolated from observed gravity values.
 KV1135
 KV1135;                    North         East    Units  Estimated Accuracy
 KV1135;SPC NJ       -   150,500.      137,020.      MT  (+/- 180 meters Scaled)
 KV1135
 KV1135                          SUPERSEDED SURVEY CONTROL
 KV1135
 KV1135  NGVD 29 (01/10/92)   15.867  (m)           52.06   (f) ADJUSTED    1 2
 KV1135
 KV1135.Superseded values are not recommended for survey control.
 KV1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1135.See file dsdata.txt to determine how the superseded data were derived.
 KV1135
 KV1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK295487(NAD 83)
 KV1135_MARKER: DB = BENCH MARK DISK
 KV1135_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1135_SP_SET: BRIDGE WINGWALL
 KV1135_STAMPING: P 74 1974
 KV1135_MARK LOGO: NGS   
 KV1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1135+STABILITY: SURFACE MOTION
 KV1135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1135+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1990
 KV1135
 KV1135  HISTORY     - Date     Condition        Report By
 KV1135  HISTORY     - 1974     MONUMENTED       NGS
 KV1135  HISTORY     - 19900606 GOOD             NJGS
 KV1135
 KV1135                          STATION DESCRIPTION
 KV1135
 KV1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1135'1.2 MI NE FROM YARDVILLE.
 KV1135'1.25 MILES NORTHEAST ALONG U.S. HIGHWAY 130 FROM SOUTH BROAD
 KV1135'STREET OVERPASS AT YARDVILLE, SET IN THE TOP OF THE SOUTHWEST
 KV1135'END OF THE NORTHWEST WING WALL OF BRIDGE OVER BLACK CREEK,
 KV1135'ALSO AT A SEWER PIPE LINE CROSSING, 32.6 FEET NORTHWEST
 KV1135'OF CENTER LINE OF THE SOUTHWEST BOUND LANE OF THE HIGHWAY,
 KV1135'15 FEET NORTHEAST OF THE EAST CORNER OF A CHAIN LINK FENCE
 KV1135'AROUND THE SEWER CONTROL SUBSTATION, 2.2 FEET WEST-SOUTHWEST
 KV1135'OF THE SOUTHWEST END OF THE CONCRETE GUARDRAIL, 0.3 FOOT
 KV1135'NORTHWEST OF THE SEWER PIPE AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 KV1135'THE HIGHWAY.  BENCH MARK CAN ALSO BE REACHED BY GOING 2.4 MILES
 KV1135'SOUTHWEST ALONG U.S. HIGHWAY 130 FROM THE INTERSECTION OF
 KV1135'COUNTY ROAD 526 AT ROBBINSVILLE.
 KV1135
 KV1135                          STATION RECOVERY (1990)
 KV1135
 KV1135'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV1135'THE STATION IS LOCATED IN HAMILTON TOWNSHIP, 3.7 KM (2.3 MI)
 KV1135'SOUTHWEST ON U.S. HIGHWAY ROUTE 130 FROM ITS JUNCTION WITH
 KV1135'ROBBINSVILLE ALLENTOWN ROAD, COUNTY ROUTE 526, TO THE STATION ON THE
 KV1135'RIGHT, ALSO 1.85 KM (1.15 MI) NORTHEAST ON ROUTE U.S. 130 TO THE
 KV1135'YARDVILLE ALLENTOWN ROAD, COUNTY ROUTE 524 OVERPASS AT YARDVILLE, TO
 KV1135'THE STATION ACROSS THE HIGHWAY ON THE LEFT.  THE STATION IS SET IN
 KV1135'THE TOP OF THE SOUTHWEST END OF THE NORTHWEST WINGWALL OF A BRIDGE
 KV1135'OVER BACK CREEK, 9.9 M (32.5 FT) NORTHWEST OF THE CENTERLINE OF THE
 KV1135'SOUTH BOUND LANES, 4.6 M (15.1 FT) NORTHEAST OF THE EAST CORNER OF A
 KV1135'CHAIN LINK FENCE SURROUNDING A SEWAGE PUMPING STATION, 0.7 M (2.3 FT)
 KV1135'WEST SOUTHWEST OF THE SOUTHWEST END OF THE CONCRETE BALUSTRADE AND
 KV1135'ABOUT 0.3 M (1.0 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1150 ***********************************************************************
 KV1150  DESIGNATION -  P 75
 KV1150  PID         -  KV1150
 KV1150  STATE/COUNTY-  NJ/BURLINGTON
 KV1150  USGS QUAD   -  BRISTOL (1981)
 KV1150
 KV1150                         *CURRENT SURVEY CONTROL
 KV1150  ___________________________________________________________________
 KV1150* NAD 83(1996)-  40 06 45.51846(N)    074 46 11.13749(W)     ADJUSTED  
 KV1150* NAVD 88     -         3.597  (meters)      11.80   (feet)  ADJUSTED  
 KV1150  ___________________________________________________________________
 KV1150  X           -   1,283,186.401 (meters)                     COMP
 KV1150  Y           -  -4,713,077.917 (meters)                     COMP
 KV1150  Z           -   4,087,540.170 (meters)                     COMP
 KV1150  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 KV1150  ELLIP HEIGHT-         -29.18  (meters)          (10/23/02) GPS OBS
 KV1150  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV1150  DYNAMIC HT  -           3.596 (meters)      11.80  (feet)  COMP
 KV1150  MODELED GRAV-     980,196.0   (mgal)                       NAVD 88
 KV1150
 KV1150  HORZ ORDER  -  FIRST
 KV1150  VERT ORDER  -  FIRST     CLASS II
 KV1150  ELLP ORDER  -  FOURTH    CLASS I
 KV1150
 KV1150.The horizontal coordinates were established by GPS observations
 KV1150.and adjusted by the National Geodetic Survey in May 1999..
 KV1150
 KV1150.The orthometric height was determined by differential leveling
 KV1150.and adjusted by the National Geodetic Survey in June 1991..
 KV1150
 KV1150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1150
 KV1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1150
 KV1150.The ellipsoidal height was determined by GPS observations
 KV1150.and is referenced to NAD 83.
 KV1150
 KV1150.The geoid height was determined by GEOID03.
 KV1150
 KV1150.The dynamic height is computed by dividing the NAVD 88
 KV1150.geopotential number by the normal gravity value computed on the
 KV1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1150.degrees latitude (g = 980.6199 gals.).
 KV1150
 KV1150.The modeled gravity was interpolated from observed gravity values.
 KV1150
 KV1150;                    North         East     Units Scale Factor Converg.
 KV1150;SPC NJ       -   142,055.545   127,004.300   MT  0.99990651   -0 10 25.7
 KV1150;SPC NJ       -   466,060.57    416,679.94   sFT  0.99990651   -0 10 25.7
 KV1150;UTM  18      - 4,440,285.124   519,620.859   MT  0.99960474   +0 08 54.0
 KV1150
 KV1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1150!SPC NJ       -   1.00000458  x   0.99990651  =   0.99991109
 KV1150!UTM  18      -   1.00000458  x   0.99960474  =   0.99960932
 KV1150
 KV1150|---------------------------------------------------------------------|
 KV1150| PID    Reference Object                     Distance      Geod. Az  |
 KV1150|                                                           dddmmss.s |
 KV1150| AB8768 3 S 1                               316.990 METERS 34707     |
 KV1150|---------------------------------------------------------------------|
 KV1150
 KV1150                          SUPERSEDED SURVEY CONTROL
 KV1150
 KV1150  ELLIP H (05/14/99)  -29.19   (m)                       GP(       ) 4 1
 KV1150  NAD 83(1992)-  40 06 45.51768(N)    074 46 11.13751(W) AD(       ) 1
 KV1150  ELLIP H (12/16/96)  -29.22   (m)                       GP(       ) 2 1
 KV1150  NAVD 88 (12/16/96)    3.60   (m)           11.8    (f) LEVELING    3  
 KV1150  NGVD 29 (01/10/92)    3.920  (m)           12.86   (f) ADJUSTED    1 2
 KV1150
 KV1150.Superseded values are not recommended for survey control.
 KV1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1150.See file dsdata.txt to determine how the superseded data were derived.
 KV1150
 KV1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1962140285(NAD 83)
 KV1150_MARKER: DV = VERTICAL CONTROL DISK
 KV1150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1150_SP_SET: WINGWALL
 KV1150_STAMPING: P 75 1974
 KV1150_MARK LOGO: NGS   
 KV1150_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1150+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 KV1150
 KV1150  HISTORY     - Date     Condition        Report By
 KV1150  HISTORY     - 1974     MONUMENTED       NGS
 KV1150  HISTORY     - 19900524 GOOD             NJGS
 KV1150  HISTORY     - 20010202 GOOD             NJGS
 KV1150  HISTORY     - 20060607 GOOD             AAAS
 KV1150
 KV1150                          STATION DESCRIPTION
 KV1150
 KV1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1150'4.2 MI SW FROM BORDENTOWN.
 KV1150'4.20 MILES SOUTHWEST ALONG U.S. HIGHWAY 130 FROM THE SOUTH
 KV1150'INTERSECTION OF U.S. HIGHWAY 206 AT BORDENTOWN, ON TOP OF THE
 KV1150'NORTHWEST END OF THE SOUTHWEST ABUTMENT OF BRIDGE OVER CRAFTS
 KV1150'CREEK, 7.5 FEET NORTHWEST OF THE NORTHWEST CURB OF THE HIGHWAY,
 KV1150'9.9 FEET EAST OF THE EAST EDGE OF HORNBURGER ROAD AND ABOUT 1/2
 KV1150'FOOT ABOVE THE LEVEL OF THE ROAD.
 KV1150
 KV1150                          STATION RECOVERY (1990)
 KV1150
 KV1150'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV1150'THE STATION IS LOCATED IN FLORENCE TOWNSHIP NEAR THE TOWN OF ROEBLING
 KV1150'AND ON THE NORTH SIDE OF U.S.  HIGHWAY 130.  TO REACH THE STATION FROM
 KV1150'THE INTERSECTION OF U.S.  HIGHWAYS 130 AND 206 IN BORDENTOWN, GO
 KV1150'SOUTHWEST ON U.S.  HIGHWAY 130 FOR 4.20 MI (6.76 KM) TO THE BRIDGE
 KV1150'OVER CRAFTS CREEK, STRUCTURE NUMBER 0317155, AT THE INTERSECTION WITH
 KV1150'HORNBERGER AVENUE AND THE STATION ON THE RIGHT, SET FLUSH IN THE TOP
 KV1150'OF THE NORTHWEST WINGWALL.  THE STATION IS 2.6 M (8.5 FT) SOUTHEAST
 KV1150'FROM A STATE HIGHWAY DEPARTMENT MANHOLE, 5.2 M (17.1 FT) SOUTHEAST
 KV1150'FROM AN INLET AND 0.6 M (2.0 FT) WEST FROM THE WEST END OF THE
 KV1150'NORTHWEST CONCRETE BALUSTRADE.
 KV1150
 KV1150                          STATION RECOVERY (2001)
 KV1150
 KV1150'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV1150'RECOVERED IN GOOD CONDITION.
 KV1150
 KV1150                          STATION RECOVERY (2006)
 KV1150
 KV1150'RECOVERY NOTE BY ARORA AND ASSOCIATES 2006 (LUD)
 KV1150'THE BRIDGE OVER CRAFT'S CREEK IS AT MILE MARKER 51.62. THE MILE
 KV1150'MARKERS INCREASE SOUTH TO NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2935 ***********************************************************************
 KV2935  DESIGNATION -  P 77
 KV2935  PID         -  KV2935
 KV2935  STATE/COUNTY-  NJ/HUNTERDON
 KV2935  USGS QUAD   -  HIGH BRIDGE (1970)
 KV2935
 KV2935                         *CURRENT SURVEY CONTROL
 KV2935  ___________________________________________________________________
 KV2935* NAD 83(1986)-  40 37 55.     (N)    074 55 46.     (W)     SCALED    
 KV2935* NAVD 88     -        90.836  (meters)     298.02   (feet)  ADJUSTED  
 KV2935  ___________________________________________________________________
 KV2935  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KV2935  DYNAMIC HT  -          90.794 (meters)     297.88  (feet)  COMP
 KV2935  MODELED GRAV-     980,166.5   (mgal)                       NAVD 88
 KV2935
 KV2935  VERT ORDER  -  FIRST     CLASS II
 KV2935
 KV2935.The horizontal coordinates were scaled from a topographic map and have
 KV2935.an estimated accuracy of +/- 6 seconds.
 KV2935
 KV2935.The orthometric height was determined by differential leveling
 KV2935.and adjusted by the National Geodetic Survey in June 1991..
 KV2935
 KV2935.The geoid height was determined by GEOID03.
 KV2935
 KV2935.The dynamic height is computed by dividing the NAVD 88
 KV2935.geopotential number by the normal gravity value computed on the
 KV2935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2935.degrees latitude (g = 980.6199 gals.).
 KV2935
 KV2935.The modeled gravity was interpolated from observed gravity values.
 KV2935
 KV2935;                    North         East    Units  Estimated Accuracy
 KV2935;SPC NJ       -   199,770.      113,670.      MT  (+/- 180 meters Scaled)
 KV2935
 KV2935                          SUPERSEDED SURVEY CONTROL
 KV2935
 KV2935  NGVD 29 (01/10/92)   91.067  (m)          298.78   (f) ADJUSTED    1 2
 KV2935
 KV2935.Superseded values are not recommended for survey control.
 KV2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2935.See file dsdata.txt to determine how the superseded data were derived.
 KV2935
 KV2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK059979(NAD 83)
 KV2935_MARKER: DB = BENCH MARK DISK
 KV2935_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2935_SP_SET: STAINLESS STEEL ROD
 KV2935_STAMPING: P 77 1978
 KV2935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2935
 KV2935  HISTORY     - Date     Condition        Report By
 KV2935  HISTORY     - 1978     MONUMENTED       NGS
 KV2935
 KV2935                          STATION DESCRIPTION
 KV2935
 KV2935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2935'1.0 MI WEST FROM CLINTON.
 KV2935'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 173 AND COUNTY ROAD 514 FROM
 KV2935'THE CONCRETE BRIDGE OVER THE SOUTH BRANCH OF THE RARITAN RIVER AT
 KV2935'CLINTON, THENCE 0.6 MILE WEST ALONG STATE HIGHWAY 173 AND THE ENTRANCE
 KV2935'RAMP TO INTERSTATE 78 WEST BOUND LANES, SET ACROSS THE INTERSTATE
 KV2935'FROM THE ENTRANCE RAMP, 8.2 FEET EAST OF THE EAST END OF A CHAIN
 KV2935'LEAK FENCE, AND 52.5 FEET SOUTH OF THE CENTER OF THE THREE EAST
 KV2935'BOUND LANES OF THE INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2276 ***********************************************************************
 JU2276  DESIGNATION -  P 78
 JU2276  PID         -  JU2276
 JU2276  STATE/COUNTY-  NJ/CUMBERLAND
 JU2276  USGS QUAD   -  MILLVILLE (1997)
 JU2276
 JU2276                         *CURRENT SURVEY CONTROL
 JU2276  ___________________________________________________________________
 JU2276* NAD 83(1986)-  39 23 53.     (N)    075 03 30.     (W)     SCALED    
 JU2276* NAVD 88     -        16.359  (meters)      53.67   (feet)  ADJUSTED  
 JU2276  ___________________________________________________________________
 JU2276  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JU2276  DYNAMIC HT  -          16.351 (meters)      53.64  (feet)  COMP
 JU2276  MODELED GRAV-     980,122.9   (mgal)                       NAVD 88
 JU2276
 JU2276  VERT ORDER  -  FIRST     CLASS II
 JU2276
 JU2276.The horizontal coordinates were scaled from a topographic map and have
 JU2276.an estimated accuracy of +/- 6 seconds.
 JU2276
 JU2276.The orthometric height was determined by differential leveling
 JU2276.and adjusted by the National Geodetic Survey in June 1991..
 JU2276
 JU2276.The geoid height was determined by GEOID03.
 JU2276
 JU2276.The dynamic height is computed by dividing the NAVD 88
 JU2276.geopotential number by the normal gravity value computed on the
 JU2276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2276.degrees latitude (g = 980.6199 gals.).
 JU2276
 JU2276.The modeled gravity was interpolated from observed gravity values.
 JU2276
 JU2276;                    North         East    Units  Estimated Accuracy
 JU2276;SPC NJ       -    62,840.      101,910.      MT  (+/- 180 meters Scaled)
 JU2276
 JU2276                          SUPERSEDED SURVEY CONTROL
 JU2276
 JU2276  NGVD 29 (01/10/92)   16.688  (m)           54.75   (f) ADJUSTED    1 2
 JU2276
 JU2276.Superseded values are not recommended for survey control.
 JU2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2276.See file dsdata.txt to determine how the superseded data were derived.
 JU2276
 JU2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ949609(NAD 83)
 JU2276_MARKER: DB = BENCH MARK DISK
 JU2276_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2276_SP_SET: STAINLESS STEEL ROD
 JU2276_STAMPING: P 78 1979
 JU2276_PROJECTION: RECESSED 5 CENTIMETERS
 JU2276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2276_ROD/PIPE-DEPTH: 6.10 meters
 JU2276
 JU2276  HISTORY     - Date     Condition        Report By
 JU2276  HISTORY     - 1979     MONUMENTED       NGS
 JU2276  HISTORY     - 19950129 GOOD             USPSQD
 JU2276
 JU2276                          STATION DESCRIPTION
 JU2276
 JU2276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2276'1.15 MI WEST FROM MILLVILLE.
 JU2276'1.15 MILES WEST ALONG STATE ROUTE 49 FROM THE JUNCTION OF STATE
 JU2276'ROUTE 47 IN MILLVILLE, AT THE JUNCTION OF PEARLE ROAD, 114 FEET
 JU2276'NORTH OF THE CENTER LINE OF THE HIGHWAY, 69.3 FEET SOUTH OF THE
 JU2276'SOUTHWEST CORNER OF THE MT. PLEASANT CHURCH, 19 FEET EAST OF THE
 JU2276'CENTER OF THE ROAD, 2 FEET SOUTH OF POWER POLE NUMBER 1415 WITH
 JU2276'TWO GUY WIRES AND A TRANSFORMER.
 JU2276'THE MARK IS 1 FT  N FROM A WITNESS POST.
 JU2276'THE MARK IS ABOVE LEVEL WITH PEARLE ROAD.
 JU2276
 JU2276                          STATION RECOVERY (1995)
 JU2276
 JU2276'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2414 ***********************************************************************
 JU2414  DESIGNATION -  P 79
 JU2414  PID         -  JU2414
 JU2414  STATE/COUNTY-  NJ/CAPE MAY
 JU2414  USGS QUAD   -  OCEAN CITY (1994)
 JU2414
 JU2414                         *CURRENT SURVEY CONTROL
 JU2414  ___________________________________________________________________
 JU2414* NAD 83(1986)-  39 15 46.     (N)    074 35 50.     (W)     SCALED    
 JU2414* NAVD 88     -         1.529  (meters)       5.02   (feet)  ADJUSTED  
 JU2414  ___________________________________________________________________
 JU2414  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 JU2414  DYNAMIC HT  -           1.528 (meters)       5.01  (feet)  COMP
 JU2414  MODELED GRAV-     980,095.4   (mgal)                       NAVD 88
 JU2414
 JU2414  VERT ORDER  -  FIRST     CLASS II
 JU2414
 JU2414.The horizontal coordinates were scaled from a topographic map and have
 JU2414.an estimated accuracy of +/- 6 seconds.
 JU2414
 JU2414.The orthometric height was determined by differential leveling
 JU2414.and adjusted by the National Geodetic Survey in June 1991..
 JU2414
 JU2414.The geoid height was determined by GEOID03.
 JU2414
 JU2414.The dynamic height is computed by dividing the NAVD 88
 JU2414.geopotential number by the normal gravity value computed on the
 JU2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2414.degrees latitude (g = 980.6199 gals.).
 JU2414
 JU2414.The modeled gravity was interpolated from observed gravity values.
 JU2414
 JU2414;                    North         East    Units  Estimated Accuracy
 JU2414;SPC NJ       -    47,680.      141,610.      MT  (+/- 180 meters Scaled)
 JU2414
 JU2414                          SUPERSEDED SURVEY CONTROL
 JU2414
 JU2414  NGVD 29 (01/10/92)    1.918  (m)            6.29   (f) ADJUSTED    1 2
 JU2414
 JU2414.Superseded values are not recommended for survey control.
 JU2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2414.See file dsdata.txt to determine how the superseded data were derived.
 JU2414
 JU2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ347460(NAD 83)
 JU2414_MARKER: DV = VERTICAL CONTROL DISK
 JU2414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2414_SP_SET: STAINLESS STEEL ROD
 JU2414_STAMPING: P 79 1979
 JU2414_MARK LOGO: NGS   
 JU2414_PROJECTION: FLUSH
 JU2414_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2414+SATELLITE: SATELLITE OBSERVATIONS - September 17, 1996
 JU2414_ROD/PIPE-DEPTH: 12.2 meters
 JU2414
 JU2414  HISTORY     - Date     Condition        Report By
 JU2414  HISTORY     - 1979     MONUMENTED       NGS
 JU2414  HISTORY     - 19960917 GOOD             NJGS
 JU2414
 JU2414                          STATION DESCRIPTION
 JU2414
 JU2414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2414'1.65 MI SW FROM OCEAN CITY.
 JU2414'1.65 MILES SOUTHWEST ALONG ASBURY AVENUE FROM THE CITY HALL IN
 JU2414'OCEAN CITY, AT THE JUNCTION OF 24TH STREET, 29 FEET NORTHEAST
 JU2414'OF THE CENTER OF THE STREET, 2.5 FEET NORTHWEST OF THE CURB
 JU2414'ON THE NORTHWEST SIDE OF THE AVENUE, 2 FEET NORTH OF POWER POLE
 JU2414'NUMBER O 2614 WITH A STREET LAMP FLASHING CAUTION LIGHT AND A FIRE
 JU2414'ALARM ATTACHED TO IT, 2 FEET WEST OF A 4 BY 4 WOOD POST SUPPORTING
 JU2414'A METAL METER BOX, 1 FOOT SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 JU2414'SIDEWALK.
 JU2414'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 JU2414
 JU2414                          STATION RECOVERY (1996)
 JU2414
 JU2414'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU2414'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  REMOVE REFERENCE TO
 JU2414'FLASHING CAUTION LIGHT AND FIRE ALARM ATTACHED TO POLE NUMBER O 2614
 JU2414'AND THE WOOD POST SUPPORTING A METAL METER BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3501 ***********************************************************************
 KV3501  DESIGNATION -  P 80
 KV3501  PID         -  KV3501
 KV3501  STATE/COUNTY-  NJ/OCEAN
 KV3501  USGS QUAD   -  POINT PLEASANT (1989)
 KV3501
 KV3501                         *CURRENT SURVEY CONTROL
 KV3501  ___________________________________________________________________
 KV3501* NAD 83(1986)-  40 04 06.     (N)    074 02 41.     (W)     SCALED    
 KV3501* NAVD 88     -         1.233  (meters)       4.05   (feet)  ADJUSTED  
 KV3501  ___________________________________________________________________
 KV3501  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV3501  DYNAMIC HT  -           1.232 (meters)       4.04  (feet)  COMP
 KV3501  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 KV3501
 KV3501  VERT ORDER  -  FIRST     CLASS II
 KV3501
 KV3501.The horizontal coordinates were scaled from a topographic map and have
 KV3501.an estimated accuracy of +/- 6 seconds.
 KV3501
 KV3501.The orthometric height was determined by differential leveling
 KV3501.and adjusted by the National Geodetic Survey in June 1991..
 KV3501
 KV3501.The geoid height was determined by GEOID03.
 KV3501
 KV3501.The dynamic height is computed by dividing the NAVD 88
 KV3501.geopotential number by the normal gravity value computed on the
 KV3501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3501.degrees latitude (g = 980.6199 gals.).
 KV3501
 KV3501.The modeled gravity was interpolated from observed gravity values.
 KV3501
 KV3501;                    North         East    Units  Estimated Accuracy
 KV3501;SPC NJ       -   137,200.      188,840.      MT  (+/- 180 meters Scaled)
 KV3501
 KV3501                          SUPERSEDED SURVEY CONTROL
 KV3501
 KV3501  NGVD 29 (01/10/92)    1.571  (m)            5.15   (f) ADJUSTED    1 2
 KV3501
 KV3501.Superseded values are not recommended for survey control.
 KV3501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3501.See file dsdata.txt to determine how the superseded data were derived.
 KV3501
 KV3501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK814357(NAD 83)
 KV3501_MARKER: DB = BENCH MARK DISK
 KV3501_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KV3501_SP_SET: FOUNDATION BASE
 KV3501_STAMPING: P 80 1979
 KV3501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV3501+STABILITY: POSITION/ELEVATION WELL
 KV3501
 KV3501  HISTORY     - Date     Condition        Report By
 KV3501  HISTORY     - 1979     MONUMENTED       NGS
 KV3501
 KV3501                          STATION DESCRIPTION
 KV3501
 KV3501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3501'IN BAY HEAD.
 KV3501'IN BAY HEAD, AT THE CITY WATER TANK ON LAKE AVENUE, BETWEEN HOWEL
 KV3501'AND MOUNT STREETS, SET IN TOP OF THE SOUTH CORNER OF THE 7 BY 7 FOOT
 KV3501'CONCRETE BASE AROUND THE MAIN STAND PIPE OF THE WATER TANK, 50 FEET
 KV3501'SOUTHEAST OF THE SOUTHEAST CURB OF LAKE AVENUE, 34.5 FEET NORTH OF
 KV3501'THE NORTH CORNER OF PUMPING STATION BUILDING, 27 FEET SOUTHWEST OF
 KV3501'A 7 FOOT HIGH WOOD FENCE, AND 24 FEET NORTHEAST OF THE CENTER OF
 KV3501'THE SAND ENTRANCE DRIVE TO THE TANK.
 KV3501'THE MARK IS 1 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3506 ***********************************************************************
 KV3506  DESIGNATION -  P 81
 KV3506  PID         -  KV3506
 KV3506  STATE/COUNTY-  NJ/MONMOUTH
 KV3506  USGS QUAD   -  ASBURY PARK (1989)
 KV3506
 KV3506                         *CURRENT SURVEY CONTROL
 KV3506  ___________________________________________________________________
 KV3506* NAD 83(1986)-  40 11 18.     (N)    074 01 22.     (W)     SCALED    
 KV3506* NAVD 88     -         2.472  (meters)       8.11   (feet)  ADJUSTED  
 KV3506  ___________________________________________________________________
 KV3506  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV3506  DYNAMIC HT  -           2.471 (meters)       8.11  (feet)  COMP
 KV3506  MODELED GRAV-     980,167.5   (mgal)                       NAVD 88
 KV3506
 KV3506  VERT ORDER  -  FIRST     CLASS II
 KV3506
 KV3506.The horizontal coordinates were scaled from a topographic map and have
 KV3506.an estimated accuracy of +/- 6 seconds.
 KV3506
 KV3506.The orthometric height was determined by differential leveling
 KV3506.and adjusted by the National Geodetic Survey in June 1991..
 KV3506
 KV3506.The geoid height was determined by GEOID03.
 KV3506
 KV3506.The dynamic height is computed by dividing the NAVD 88
 KV3506.geopotential number by the normal gravity value computed on the
 KV3506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3506.degrees latitude (g = 980.6199 gals.).
 KV3506
 KV3506.The modeled gravity was interpolated from observed gravity values.
 KV3506
 KV3506;                    North         East    Units  Estimated Accuracy
 KV3506;SPC NJ       -   150,530.      190,640.      MT  (+/- 180 meters Scaled)
 KV3506
 KV3506                          SUPERSEDED SURVEY CONTROL
 KV3506
 KV3506  NGVD 29 (01/10/92)    2.803  (m)            9.20   (f) ADJUSTED    1 2
 KV3506
 KV3506.Superseded values are not recommended for survey control.
 KV3506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3506.See file dsdata.txt to determine how the superseded data were derived.
 KV3506
 KV3506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK831491(NAD 83)
 KV3506_MARKER: DB = BENCH MARK DISK
 KV3506_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV3506_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KV3506_STAMPING: P 81 1979
 KV3506_MARK LOGO: NGS   
 KV3506_PROJECTION: RECESSED 5 CENTIMETERS
 KV3506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3506+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1989
 KV3506_ROD/PIPE-DEPTH: 12.2 meters
 KV3506
 KV3506  HISTORY     - Date     Condition        Report By
 KV3506  HISTORY     - 1979     MONUMENTED       NGS
 KV3506  HISTORY     - 19890509 GOOD             NJGS
 KV3506
 KV3506                          STATION DESCRIPTION
 KV3506
 KV3506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3506'IN AVON.
 KV3506'THE MARK IS 1 FT ABOVE STREET.
 KV3506'IN AVON, 0.2 MILE SOUTHWEST ALONG MAIN STREET (STATE ROUTE 71) FROM
 KV3506'THE MUNICIPAL BUILDING, NEAR THE JUNCTION OF JEFFERSON AVENUE, SET
 KV3506'AT THE NORTH CORNER OF THE SSORE AWNING CO., 40 MAIN STREET, 74 FEET
 KV3506'SOUTHWEST OF THE SOUTHWESTCURB OF JEFFERSON AVENUE, 24.2 FEET
 KV3506'SOUTHEAST OF THE SOUTHEAST CURB OF MAIN STREET, 3.7 FEET NORTHWEST
 KV3506'OF A WHITE WODEN SLAT FENCE, 2.3 FEET NORTHEAST OF THE NORTH CORNER
 KV3506'OF THE BUILDING.
 KV3506
 KV3506                          STATION RECOVERY (1989)
 KV3506
 KV3506'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV3506'IN AVON, NEAR THE SOUTHEAST CORNER OF THE INTERSECTION OF STATE
 KV3506'HIGHWAY 71, MAIN STREET, AND JEFFERSON AVENUE, SET AT THE NORTH
 KV3506'CORNER OF THE SHORE AWNING COMPANY, 40 MAIN STREET, 22.56 M (74.02
 KV3506'FT) SOUTHWEST OF THE SOUTHWEST CURB OF JEFFERSON AVENUE, 7.38 M
 KV3506'(24.21 FT) SOTHEAST OF THE SOUTHEAST CURB OF MAIN STREET, 1.13 M
 KV3506'(3.71 FT) NORTHWEST OF A WHITE WOODEN FENCE AND 0.7 M (2.3 FT)
 KV3506'NORTHEAST OF THE NORTH CORNER OF THE AWNING BUILDING.  A PIPE DRIVEN
 KV3506'12.2 M AND FLUSH WITH THE GROUND.  THE STATION IS 0.1 M (0.3 FT)
 KV3506'BELOW TOP OF A PVC PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2263 ***********************************************************************
 JU2263  DESIGNATION -  P 82
 JU2263  PID         -  JU2263
 JU2263  STATE/COUNTY-  NJ/CUMBERLAND
 JU2263  USGS QUAD   -  SHILOH (1993)
 JU2263
 JU2263                         *CURRENT SURVEY CONTROL
 JU2263  ___________________________________________________________________
 JU2263* NAD 83(1986)-  39 28 35.     (N)    075 18 28.     (W)     SCALED    
 JU2263* NAVD 88     -        28.624  (meters)      93.91   (feet)  ADJUSTED  
 JU2263  ___________________________________________________________________
 JU2263  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JU2263  DYNAMIC HT  -          28.609 (meters)      93.86  (feet)  COMP
 JU2263  MODELED GRAV-     980,117.2   (mgal)                       NAVD 88
 JU2263
 JU2263  VERT ORDER  -  FIRST     CLASS II
 JU2263
 JU2263.The horizontal coordinates were scaled from a topographic map and have
 JU2263.an estimated accuracy of +/- 6 seconds.
 JU2263
 JU2263.The orthometric height was determined by differential leveling
 JU2263.and adjusted by the National Geodetic Survey in June 1991..
 JU2263
 JU2263.The geoid height was determined by GEOID03.
 JU2263
 JU2263.The dynamic height is computed by dividing the NAVD 88
 JU2263.geopotential number by the normal gravity value computed on the
 JU2263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2263.degrees latitude (g = 980.6199 gals.).
 JU2263
 JU2263.The modeled gravity was interpolated from observed gravity values.
 JU2263
 JU2263;                    North         East    Units  Estimated Accuracy
 JU2263;SPC NJ       -    71,700.       80,500.      MT  (+/- 180 meters Scaled)
 JU2263
 JU2263                          SUPERSEDED SURVEY CONTROL
 JU2263
 JU2263  NGVD 29 (01/10/92)   28.923  (m)           94.89   (f) ADJUSTED    1 2
 JU2263
 JU2263.Superseded values are not recommended for survey control.
 JU2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2263.See file dsdata.txt to determine how the superseded data were derived.
 JU2263
 JU2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ735696(NAD 83)
 JU2263_MARKER: DV = VERTICAL CONTROL DISK
 JU2263_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2263_SP_SET: STAINLESS STEEL ROD
 JU2263_STAMPING: P 82 1979
 JU2263_MARK LOGO: NGS   
 JU2263_PROJECTION: RECESSED 3 CENTIMETERS
 JU2263_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2263+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1994
 JU2263_ROD/PIPE-DEPTH: 13.4 meters
 JU2263
 JU2263  HISTORY     - Date     Condition        Report By
 JU2263  HISTORY     - 1979     MONUMENTED       NGS
 JU2263  HISTORY     - 19940913 GOOD             NJGS
 JU2263  HISTORY     - 19950129 GOOD             USPSQD
 JU2263  HISTORY     - 19961228 MARK NOT FOUND   USPSQD
 JU2263
 JU2263                          STATION DESCRIPTION
 JU2263
 JU2263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2263'1.45 MI NW FROM SHILOH.
 JU2263'1.45 MILES NORTH-NORTHWEST ALONG STATE ROUTE 49 FROM THE FARMERS
 JU2263'MERCHANTS NATIONAL BANK AT THE 4 POINT-JUNCTION WITH ROUTE 49 IN
 JU2263'SHILOH TO THE MARK ON THE LEFT, SOUTHWEST OF POWER POLE 28492,
 JU2263'0.05 MILE NORTHWEST OF MILE POST 20, 92.5 FEET SOUTHEAST OF THE
 JU2263'SOUTHEAST END OF A WOOD POST AND CABLE GUARD RAIL, 34 FEET SOUTHWEST
 JU2263'OF THE CENTER LINE OF ROUTE 49, 18 FEET SOUTHWEST OF THE BASE OF THE
 JU2263'GUY WIRE OF POWER POLE 28492, 10 FEET SOUTHWEST OF POWER POLE 28492.
 JU2263'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 JU2263'THE MARK IS 1 FT ABOVE HIGHWAY.
 JU2263
 JU2263                          STATION RECOVERY (1994)
 JU2263
 JU2263'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 JU2263'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS
 JU2263'10.5 FT (3.2 M) WEST FROM POLE NUMBER B 28492, 33.5 FT (10.2 M) WEST
 JU2263'FROM THE CENTERLINE OF STATE ROUTE 49, 38.0 FT (11.6 M) EAST SOUTHEAST
 JU2263'FROM THE SOUTHEAST END POST OF THE WEST SIDE METAL GUIDERAIL, 18.0 FT
 JU2263'(5.5 M) NORTHWEST FROM THE SOUTHERLY OF TWO GUIDE WIRES AND 76.9 FT
 JU2263'(23.4 M) WEST NORTHWEST FROM AND ACROSS THE ROAD FROM A POLE WITH NO
 JU2263'NUMBER.
 JU2263
 JU2263                          STATION RECOVERY (1995)
 JU2263
 JU2263'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2263'RECOVERED IN GOOD CONDITION.
 JU2263
 JU2263                          STATION RECOVERY (1996)
 JU2263
 JU2263'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0645 ***********************************************************************
 JU0645  DESIGNATION -  P 9
 JU0645  PID         -  JU0645
 JU0645  STATE/COUNTY-  NJ/SALEM
 JU0645  USGS QUAD   -  SALEM (1995)
 JU0645
 JU0645                         *CURRENT SURVEY CONTROL
 JU0645  ___________________________________________________________________
 JU0645* NAD 83(1986)-  39 32 35.     (N)    075 24 40.     (W)     SCALED    
 JU0645* NAVD 88     -         6.013  (meters)      19.73   (feet)  ADJUSTED  
 JU0645  ___________________________________________________________________
 JU0645  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JU0645  DYNAMIC HT  -           6.010 (meters)      19.72  (feet)  COMP
 JU0645  MODELED GRAV-     980,116.5   (mgal)                       NAVD 88
 JU0645
 JU0645  VERT ORDER  -  FIRST     CLASS II
 JU0645
 JU0645.The horizontal coordinates were scaled from a topographic map and have
 JU0645.an estimated accuracy of +/- 6 seconds.
 JU0645
 JU0645.The orthometric height was determined by differential leveling
 JU0645.and adjusted by the National Geodetic Survey in October 1996..
 JU0645
 JU0645.The geoid height was determined by GEOID03.
 JU0645
 JU0645.The dynamic height is computed by dividing the NAVD 88
 JU0645.geopotential number by the normal gravity value computed on the
 JU0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0645.degrees latitude (g = 980.6199 gals.).
 JU0645
 JU0645.The modeled gravity was interpolated from observed gravity values.
 JU0645
 JU0645;                    North         East    Units  Estimated Accuracy
 JU0645;SPC NJ       -    79,180.       71,690.      MT  (+/- 180 meters Scaled)
 JU0645
 JU0645                          SUPERSEDED SURVEY CONTROL
 JU0645
 JU0645  NAVD 88 (06/15/91)    6.016  (m)           19.74   (f) UNKNOWN     1 2
 JU0645  NGVD 29 (01/10/92)    6.302  (m)           20.68   (f) ADJUSTED    1 2
 JU0645
 JU0645.Superseded values are not recommended for survey control.
 JU0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0645.See file dsdata.txt to determine how the superseded data were derived.
 JU0645
 JU0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ646771(NAD 83)
 JU0645_MARKER: DB = BENCH MARK DISK
 JU0645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0645_SP_SET: BRICK WALL
 JU0645_STAMPING: 20.932 P 9 1930
 JU0645_MARK LOGO: CGS   
 JU0645_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0645+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 JU0645
 JU0645  HISTORY     - Date     Condition        Report By
 JU0645  HISTORY     - 1930     MONUMENTED       CGS
 JU0645  HISTORY     - 1946     GOOD             CGS
 JU0645  HISTORY     - 1979     GOOD             NGS
 JU0645  HISTORY     - 19940829 GOOD             NJGS
 JU0645  HISTORY     - 19960802 GOOD             USPSQD
 JU0645
 JU0645                          STATION DESCRIPTION
 JU0645
 JU0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0645'AT QUINTON.
 JU0645'AT QUINTON, SALEM COUNTY, AT THE GRAMMAR SCHOOL, AT THE NORTHWEST
 JU0645'CORNER OF THE BUILDING, AND IN THE BRICK WALL.  A STANDARD DISK,
 JU0645'STAMPED 20.932 P 9 1930 AND SET VERTICALLY.
 JU0645
 JU0645                          STATION RECOVERY (1946)
 JU0645
 JU0645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 JU0645'RECOVERED IN GOOD CONDITION.
 JU0645
 JU0645                          STATION RECOVERY (1979)
 JU0645
 JU0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0645'CORRECTION, NORTHEAST FACE OF NORTH CORNER OF QUINTON TOWNSHIP
 JU0645'SCHOOL.
 JU0645
 JU0645                          STATION RECOVERY (1994)
 JU0645
 JU0645'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU0645'RECOVERED AS DESCRIBED.
 JU0645
 JU0645                          STATION RECOVERY (1996)
 JU0645
 JU0645'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4679 ***********************************************************************
 KV4679  DESIGNATION -  PAINT
 KV4679  PID         -  KV4679
 KV4679  STATE/COUNTY-  NJ/ESSEX
 KV4679  USGS QUAD   -  ELIZABETH (1995)
 KV4679
 KV4679                         *CURRENT SURVEY CONTROL
 KV4679  ___________________________________________________________________
 KV4679* NAD 83(1996)-  40 44 24.82391(N)    074 08 19.01750(W)     ADJUSTED  
 KV4679* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4679  ___________________________________________________________________
 KV4679  LAPLACE CORR-           6.19  (seconds)                    DEFLEC99
 KV4679  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KV4679
 KV4679  HORZ ORDER  -  THIRD
 KV4679
 KV4679.The horizontal coordinates were established by classical geodetic methods
 KV4679.and adjusted by the National Geodetic Survey in September 1999..
 KV4679
 KV4679.The orthometric height was scaled from a topographic map.
 KV4679
 KV4679.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4679
 KV4679.The geoid height was determined by GEOID03.
 KV4679
 KV4679;                    North         East     Units Scale Factor Converg.
 KV4679;SPC NJ       -   211,765.320   180,521.151   MT  0.99991146   +0 14 09.1
 KV4679;SPC NJ       -   694,766.72    592,259.81   sFT  0.99991146   +0 14 09.1
 KV4679;SPC NY L     -    63,700.993   288,291.895   MT  0.99999673   -0 05 26.4
 KV4679;SPC NY L     -   208,992.34    945,837.66   sFT  0.99999673   -0 05 26.4
 KV4679;UTM  18      - 4,510,277.457   572,727.804   MT  0.99966510   +0 33 43.9
 KV4679
 KV4679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4679!SPC NJ       -   1.00000495  x   0.99991146  =   0.99991641
 KV4679!SPC NY L     -   1.00000495  x   0.99999673  =   1.00000168
 KV4679!UTM  18      -   1.00000495  x   0.99966510  =   0.99967004
 KV4679
 KV4679:                Primary Azimuth Mark                     Grid Az
 KV4679:SPC NJ       -  ARLINGTON COMPANY CHIMNEY                003 39 27.6
 KV4679:SPC NY L     -  ARLINGTON COMPANY CHIMNEY                003 59 03.1
 KV4679:UTM  18      -  ARLINGTON COMPANY CHIMNEY                003 19 52.8
 KV4679
 KV4679|---------------------------------------------------------------------|
 KV4679| PID    Reference Object                     Distance      Geod. Az  |
 KV4679|                                                           dddmmss.s |
 KV4679| KV4137 ARLINGTON COMPANY CHIMNEY           APPROX. 3.1 KM 0035336.7 |
 KV4679| KV4708 SWIFT ARMOUR COMPANY STACK          APPROX. 0.8 KM 0114509.1 |
 KV4679| KV4201 N ARLINGTON SEABOARD MET CHIM       APPROX. 4.3 KM 0125109.7 |
 KV4679| CF3212 PAINT RM 2                                         11617     |
 KV4679| KV4682 PAPER MILL CHIMNEY                  APPROX. 1.0 KM 1245226.4 |
 KV4679| KV4704 HAY FOUNDRY CHIMNEY                 APPROX. 0.7 KM 1713655.9 |
 KV4679| CF3211 PAINT RM 1                                         17513     |
 KV4679| KV4683 FARMERS FEED COMPANY CHIMNEY        APPROX. 0.6 KM 1843231.9 |
 KV4679| KV4713 RIELLY                              APPROX. 1.2 KM 2253714.8 |
 KV4679| KV4690 MALT COMPANY CHIMNEY                APPROX. 2.0 KM 2514347.0 |
 KV4679| KV4674 WEST POWER HOUSE CHIMNEY            APPROX. 2.2 KM 2610746.4 |
 KV4679| KV4676 LIFE INSURANCE COMPANY SPIRE        APPROX. 2.9 KM 2624128.1 |
 KV4679| KV4692 CENTRAL ELECTRIC CO CHIMNEY         APPROX. 1.4 KM 2820012.6 |
 KV4679| KV4707 HARRISON CHURCH SPIRE               APPROX. 1.6 KM 2950419.7 |
 KV4679| KV4705 HYDRAULIC WORKS CHIMNEY             APPROX. 0.8 KM 3204833.1 |
 KV4679| KV4686 TRANSFER                            171.762 METERS 35132     |
 KV4679| KV4148 LONE CHIMNEY                        APPROX. 3.2 KM 3594922.6 |
 KV4679|---------------------------------------------------------------------|
 KV4679
 KV4679                          SUPERSEDED SURVEY CONTROL
 KV4679
 KV4679  NAD 83(1996)-  40 44 24.82380(N)    074 08 19.01774(W) AD(       ) 3
 KV4679  NAD 83(1986)-  40 44 24.82231(N)    074 08 19.02203(W) AD(       ) 3
 KV4679  NAD 27      -  40 44 24.45300(N)    074 08 20.51100(W) AD(       ) 3
 KV4679
 KV4679.Superseded values are not recommended for survey control.
 KV4679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4679.See file dsdata.txt to determine how the superseded data were derived.
 KV4679
 KV4679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7272810277(NAD 83)
 KV4679_MARKER: DS = TRIANGULATION STATION DISK
 KV4679_SETTING: 0 = UNSPECIFIED SETTING
 KV4679
 KV4679  HISTORY     - Date     Condition        Report By
 KV4679  HISTORY     - 1913     MONUMENTED       CGS
 KV4679  HISTORY     - 1932     GOOD             CGS
 KV4679
 KV4679                          STATION DESCRIPTION
 KV4679
 KV4679'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4679'STATION IS ON THE S SIDE OF AN E-AND-W STRETCH OF PASSAIC RIVER,
 KV4679'ON THE ROOF OF THE SHERWIN-WILLIAMS PAINT COMPANYS FACTORY,
 KV4679'PLANT NO. 4 IN EAST NEWARK.  THE STATION IS 2.6 FEET FROM THE
 KV4679'INNER FACE OF THE W WALL AND 3.18 FEET FROM THE INNER FACE OF
 KV4679'THE N WALL, AND IS MARKED BY A C. AND G.S. STANDARD BRASS DISK
 KV4679'CEMENTED TO THE ROOF.
 KV4679
 KV4679                          STATION RECOVERY (1932)
 KV4679
 KV4679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4679'STATION RECOVERED IN GOOD CONDITION FROM DESCRIPTION.
 KV4679'
 KV4679'A COMPLETE DESCRIPTION FOLLOWS--
 KV4679'
 KV4679'THIS STATION IS ON THE S SIDE OF THE PASSAIC RIVER IN EAST
 KV4679'NEWARK AT THE FOOT OF BROWN STREET, ATOP THE HIGHEST (6-STORY)
 KV4679'PORTION OF THE SHERWIN-WILLIAMS PAINT COMPANYS PLANT (A RED
 KV4679'BRICK STRUCTURE 5 STORIES HIGH WITH A SMALL CENTER SECTION
 KV4679'RISING 1 STORY HIGHER).  IT IS NEAR THE W END OF THE CENTER
 KV4679'SECTION.  THERE IS AN ELECTRIC SIGN DIRECTLY OVER THE STATION,
 KV4679'WITH A VERTICAL CLEARANCE OF ONLY 4-1/2 FEET.
 KV4679'
 KV4679'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK SET
 KV4679'IN A SMALL MOUND OF CONCRETE ON THE TAR AND SLAG ROOF.
 KV4679'
 KV4679'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4679'
 KV4679'TO NW CORNER OF COPING WALL (INSIDE) 1.30 METERS
 KV4679'
 KV4679'TO SW CORNER OF COPING WALL (INSIDE) 5.46 METERS
 KV4679'
 KV4679'NORMAL TO N COPING WALL (INSIDE) 1.00 METER
 KV4679'
 KV4679'NORMAL TO W COPING WALL (INSIDE) 0.905 METER
 KV4679'
 KV4679'IT WILL BE DIFFICULT TO OCCUPY THE STATION BECAUSE OF THE SMALL
 KV4679'CLEARANCE UNDER THE ELECTRIC SIGN.  THE ROOF IS RATHER UNSTABLE
 KV4679'AND AN OBSERVERS PLATFORM WOULD BE REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2922 ***********************************************************************
 JU2922  DESIGNATION -  PALERMO
 JU2922  PID         -  JU2922
 JU2922  STATE/COUNTY-  NJ/CAPE MAY
 JU2922  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2922
 JU2922                         *CURRENT SURVEY CONTROL
 JU2922  ___________________________________________________________________
 JU2922* NAD 83(1996)-  39 14 10.77461(N)    074 39 56.59525(W)     ADJUSTED  
 JU2922* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2922  ___________________________________________________________________
 JU2922  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 JU2922  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 JU2922
 JU2922  HORZ ORDER  -  THIRD
 JU2922
 JU2922.The horizontal coordinates were established by classical geodetic methods
 JU2922.and adjusted by the National Geodetic Survey in September 1999..
 JU2922
 JU2922.The orthometric height was scaled from a topographic map.
 JU2922
 JU2922.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2922
 JU2922.The geoid height was determined by GEOID03.
 JU2922
 JU2922;                    North         East     Units Scale Factor Converg.
 JU2922;SPC NJ       -    44,747.337   135,693.499   MT  0.99990252   -0 06 17.4
 JU2922;SPC NJ       -   146,808.55    445,187.75   sFT  0.99990252   -0 06 17.4
 JU2922;UTM  18      - 4,343,055.729   528,849.310   MT  0.99961025   +0 12 41.2
 JU2922
 JU2922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2922!SPC NJ       -   1.00000519  x   0.99990252  =   0.99990771
 JU2922!UTM  18      -   1.00000519  x   0.99961025  =   0.99961544
 JU2922
 JU2922:                Primary Azimuth Mark                     Grid Az
 JU2922:SPC NJ       -  PECK                                     038 17 19.0
 JU2922:UTM  18      -  PECK                                     037 58 20.4
 JU2922
 JU2922|---------------------------------------------------------------------|
 JU2922| PID    Reference Object                     Distance      Geod. Az  |
 JU2922|                                                           dddmmss.s |
 JU2922| JU2867 PECK                                APPROX. 3.5 KM 0381101.6 |
 JU2922| JU2871 TILE                                APPROX. 3.8 KM 0611238.2 |
 JU2922| JU2919 HIGH                                APPROX. 1.7 KM 1041242.9 |
 JU2922| CB2810 PALERMO RM 2                         19.377 METERS 18121     |
 JU2922| CB2809 PALERMO RM 1                         23.953 METERS 27922     |
 JU2922|---------------------------------------------------------------------|
 JU2922
 JU2922                          SUPERSEDED SURVEY CONTROL
 JU2922
 JU2922  NAD 83(1986)-  39 14 10.75505(N)    074 39 56.59623(W) AD(       ) 3
 JU2922  NAD 27      -  39 14 10.34300(N)    074 39 58.02000(W) AD(       ) 3
 JU2922
 JU2922.Superseded values are not recommended for survey control.
 JU2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2922.See file dsdata.txt to determine how the superseded data were derived.
 JU2922
 JU2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2884943056(NAD 83)
 JU2922_MARKER: DS = TRIANGULATION STATION DISK
 JU2922_SETTING: 0 = UNSPECIFIED SETTING
 JU2922
 JU2922  HISTORY     - Date     Condition        Report By
 JU2922  HISTORY     - 1936     MONUMENTED       CGS
 JU2922  HISTORY     - 1950     GOOD             CGS
 JU2922
 JU2922                          STATION DESCRIPTION
 JU2922
 JU2922'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2922'STATION PALERMO IS LOCATED ON THE W EDGE OF THE MEADOW ABOUT
 JU2922'100 METERS N OF THE A.C.R.R. TO PECK BEACH AND OCEAN CITY
 JU2922'ON THE EASTERN TIP OF A SAND BANK FORMED BY PUMPINGS FROM
 JU2922'GRAVEL PITS.  THE GRAVEL PITS ALMOST SURROUND THIS POINT FORMING
 JU2922'A SAND ISLAND.
 JU2922'
 JU2922'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY NO. 4 AND
 JU2922'ROAD TO PECK BEACH AND OCEAN CITY GO S 2.05 MILES TO LANE
 JU2922'LEADING E.  FOLLOW THIS LANE, BEARING RIGHT, TO THE END.  THE
 JU2922'STATION IS ABOUT 100 METERS SE ON THE EASTERN TIP OF SAND ISLAND.
 JU2922'
 JU2922'STATION IS MARKED BY A STANDARD DISK SET IN THE TOP OF A CONCRETE
 JU2922'MONUMENT STAMPED PALERMO - 1936 WHICH PROJECTS 4 INCHES ABOVE
 JU2922'GROUND.
 JU2922'
 JU2922'REFERENCE MARK NO.1 IS MARKED BY A STANDARD DISK SET IN THE TOP
 JU2922'OF A CONCRETE MONUMENT STAMPED NO.1 - PALERMO - 1936 WHICH
 JU2922'PROJECTS 4 INCHES ABOVE GROUND.  MARK IS SW OF STATION.
 JU2922'
 JU2922'REFERENCE MARK NO. 2 IS MARKED BY A STANDARD DISK SET IN THE
 JU2922'TOP OF A CONCRETE MONUMENT STAMPED NO. 2 - PALERMO - 1936 WHICH
 JU2922'PROJECTS 4 INCHES ABOVE GROUND.  MARK IS SE OF STATION.
 JU2922'
 JU2922'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 JU2922
 JU2922                          STATION RECOVERY (1950)
 JU2922
 JU2922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2922'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU2922'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL
 JU2922'TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS
 JU2922'ADEQUATE AND CORRECT, WITH THE FOLLOWING EXCEPTIONS--
 JU2922'
 JU2922'REFERENCE MARK 1 IS STAMPED PALERMO R M 1 1936.  REFERENCE
 JU2922'MARK 2 IS STAMPED PALERMO R M 2 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2910 ***********************************************************************
 JU2910  DESIGNATION -  PALERMO AF BASE RADAR DOME
 JU2910  PID         -  JU2910
 JU2910  STATE/COUNTY-  NJ/CAPE MAY
 JU2910  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2910
 JU2910                         *CURRENT SURVEY CONTROL
 JU2910  ___________________________________________________________________
 JU2910* NAD 83(1996)-  39 13 15.32128(N)    074 41 09.84428(W)     ADJUSTED  
 JU2910* NAVD 88     -                                                        
 JU2910  ___________________________________________________________________
 JU2910  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 JU2910  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 JU2910
 JU2910  HORZ ORDER  -  THIRD
 JU2910
 JU2910.The horizontal coordinates were established by classical geodetic methods
 JU2910.and adjusted by the National Geodetic Survey in September 1999..
 JU2910
 JU2910
 JU2910.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2910
 JU2910.The geoid height was determined by GEOID03.
 JU2910
 JU2910;                    North         East     Units Scale Factor Converg.
 JU2910;SPC NJ       -    43,040.800   133,933.456   MT  0.99990318   -0 07 03.6
 JU2910;SPC NJ       -   141,209.69    439,413.35   sFT  0.99990318   -0 07 03.6
 JU2910;UTM  18      - 4,341,340.008   527,099.225   MT  0.99960904   +0 11 54.6
 JU2910
 JU2910                          SUPERSEDED SURVEY CONTROL
 JU2910
 JU2910  NAD 83(1986)-  39 13 15.30237(N)    074 41 09.84565(W) AD(       ) 4
 JU2910  NAD 27      -  39 13 14.89100(N)    074 41 11.26900(W) AD(       ) 3
 JU2910
 JU2910.Superseded values are not recommended for survey control.
 JU2910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2910.See file dsdata.txt to determine how the superseded data were derived.
 JU2910
 JU2910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2709941340(NAD 83)
 JU2910_MARKER: 87 = DOME
 JU2910
 JU2910  HISTORY     - Date     Condition        Report By
 JU2910  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2910  HISTORY     - 20060128 MARK NOT FOUND   GEOCAC
 JU2910
 JU2910                          STATION DESCRIPTION
 JU2910
 JU2910'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2910'THE STATION IS THE TOP AND CENTER OF A WHITE RUBBERIZED SURVEILLANCE
 JU2910'RADAR DOME, APPROXIMATELY 90 FEET IN HEIGHT.  IT IS LOCATED ON
 JU2910'PALERMO AIR FORCE BASE, NORTH OF CAPE MAY ON U.S. ROUTE 9.
 JU2910
 JU2910                          STATION RECOVERY (2006)
 JU2910
 JU2910'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2910'THERE IS NO RADOME AT THE LOCATION OF THE PUBLISHED COORDINATES.  THE
 JU2910'MILITARY FACILITY APPEARS TO BE CLOSED AND UNUSED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU3890 ***********************************************************************
 KU3890  DESIGNATION -  PALISADES
 KU3890  PID         -  KU3890
 KU3890  STATE/COUNTY-  NJ/BERGEN
 KU3890  USGS QUAD   -  CENTRAL PARK (1979)
 KU3890
 KU3890                         *CURRENT SURVEY CONTROL
 KU3890  ___________________________________________________________________
 KU3890* NAD 83(1996)-  40 51 08.50420(N)    073 57 38.87585(W)     ADJUSTED  
 KU3890* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 KU3890  ___________________________________________________________________
 KU3890  LAPLACE CORR-           6.14  (seconds)                    DEFLEC99
 KU3890  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 KU3890
 KU3890  HORZ ORDER  -  SECOND
 KU3890
 KU3890.The horizontal coordinates were established by classical geodetic methods
 KU3890.and adjusted by the National Geodetic Survey in September 1999..
 KU3890
 KU3890.The orthometric height was scaled from a topographic map.
 KU3890
 KU3890.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3890
 KU3890.The geoid height was determined by GEOID03.
 KU3890
 KU3890;                    North         East     Units Scale Factor Converg.
 KU3890;SPC NJ       -   224,293.598   195,462.417   MT  0.99992543   +0 21 09.7
 KU3890;SPC NJ       -   735,869.91    641,279.61   sFT  0.99992543   +0 21 09.7
 KU3890;SPC NY L     -    76,144.826   303,305.528   MT  0.99999490   +0 01 32.3
 KU3890;SPC NY L     -   249,818.48    995,094.89   sFT  0.99999490   +0 01 32.3
 KU3890;UTM  18      - 4,522,887.720   587,593.839   MT  0.99969444   +0 40 47.3
 KU3890
 KU3890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3890!SPC NJ       -   0.99999308  x   0.99992543  =   0.99991851
 KU3890!SPC NY L     -   0.99999308  x   0.99999490  =   0.99998798
 KU3890!UTM  18      -   0.99999308  x   0.99969444  =   0.99968752
 KU3890
 KU3890:                Primary Azimuth Mark                     Grid Az
 KU3890:SPC NJ       -  FORT LEE WRNY AND 2XAL S TOWER           007 43 28.8
 KU3890:SPC NY L     -  FORT LEE WRNY AND 2XAL S TOWER           008 03 06.2
 KU3890:UTM  18      -  FORT LEE WRNY AND 2XAL S TOWER           007 23 51.2
 KU3890
 KU3890|---------------------------------------------------------------------|
 KU3890| PID    Reference Object                     Distance      Geod. Az  |
 KU3890|                                                           dddmmss.s |
 KU3890| KU3883 FORT LEE WRNY AND 2XAL S TOWER      APPROX. 0.8 KM 0080438.5 |
 KU3890| KU3882 FORT LEE WRNY AND 2XAL N TOWER      APPROX. 0.8 KM 0092341.5 |
 KU3890| KU4127 FULTON MON                          APPROX. 4.9 KM 0470234.1 |
 KU3890| KU3931 NEW YORK VET HOSP 81 CEN CUP        APPROX. 5.0 KM 0700014.9 |
 KU3890| KU3967 NEW YORK RIVERSIDE DR FLAGPOLE      APPROX. 2.1 KM 0710451.8 |
 KU3890| KU4030 NEW YORK G WASH HS CUPOLA           APPROX. 2.9 KM 0823621.7 |
 KU3890| KU3942 NEW YORK RIVERSIDE DR MANSION       APPROX. 1.7 KM 0865120.8 |
 KU3890| KU3965 NEW YORK FORT WASH PRESB CH         APPROX. 2.1 KM 1115559.4 |
 KU3890| KU3973 HIGHBRIDGE 1898                     APPROX. 2.6 KM 1143925.5 |
 KU3890| KU3935 NEW YORK PRESB HOSP STACK           APPROX. 2.0 KM 1270122.7 |
 KU3890| KU3932 MANHATTAN DEAF DUMB INST CUP        APPROX. 1.9 KM 1341730.0 |
 KU3890| KU3990 BRONX IMM CON CATH CH SPIRE         APPROX. 5.3 KM 1372534.8 |
 KU3890| KU3968 MANHATTAN NY MOTOR BOAT CLUB        APPROX. 2.7 KM 1662708.5 |
 KU3890| KU3999 MANHATTAN CONSOL GE GASHOLDER       APPROX. 3.7 KM 1770704.9 |
 KU3890| KU4022 MANHATTAN RIVERSIDE BAP CH TWR      APPROX. 4.5 KM 1823059.2 |
 KU3890| KU4009 MANHATTAN GRANTS TOMB DOME          APPROX. 4.3 KM 1823112.5 |
 KU3890| KU3959 MANHATTAN SOLDIERS SAILORS MON      APPROX. 6.9 KM 1925221.3 |
 KU3890| CB7228 PALISADES RM 2                       31.850 METERS 20013     |
 KU3890| KU3901 EDGEWATER NATL SUGAR REFIN CHY      APPROX. 3.4 KM 2004428.3 |
 KU3890| KU3902 EDGEWATER US ALUM CO CHIMNEY        APPROX. 3.8 KM 2012027.1 |
 KU3890| CB7229 PALISADES WM 1                       19.150 METERS 23239     |
 KU3890| CB7227 PALISADES RM 1                       19.120 METERS 29957     |
 KU3890| CB7230 PALISADES WM 2                       18.350 METERS 31648     |
 KU3890| CB7231 PALISADES WM 3                        5.750 METERS 35853     |
 KU3890|---------------------------------------------------------------------|
 KU3890
 KU3890                          SUPERSEDED SURVEY CONTROL
 KU3890
 KU3890  NAD 83(1996)-  40 51 08.50420(N)    073 57 38.87585(W) AD(       ) 2
 KU3890  NAD 83(1996)-  40 51 08.50408(N)    073 57 38.87685(W) AD(       ) 2
 KU3890  NAD 83(1992)-  40 51 08.50225(N)    073 57 38.87737(W) AD(       ) 2
 KU3890  NAD 83(1986)-  40 51 08.50781(N)    073 57 38.87517(W) AD(       ) 2
 KU3890  NAD 27      -  40 51 08.14300(N)    073 57 40.38400(W) AD(       ) 2
 KU3890
 KU3890.Superseded values are not recommended for survey control.
 KU3890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3890.See file dsdata.txt to determine how the superseded data were derived.
 KU3890
 KU3890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8759422888(NAD 83)
 KU3890_MARKER: B = BOLT
 KU3890_SETTING: 66 = SET IN ROCK OUTCROP
 KU3890_SP_SET: PARTIALLY EXPOSED BEDROCK
 KU3890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU3890+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2000
 KU3890
 KU3890  HISTORY     - Date     Condition        Report By
 KU3890  HISTORY     - 1898     MONUMENTED       CGS
 KU3890  HISTORY     - 1930     GOOD             CGS
 KU3890  HISTORY     - 1932     GOOD             CGS
 KU3890  HISTORY     - 1933     GOOD             CGS
 KU3890  HISTORY     - 1933     GOOD             CGS
 KU3890  HISTORY     - 1934     GOOD             NJGS
 KU3890  HISTORY     - 19920205 MARK NOT FOUND   NJGS
 KU3890  HISTORY     - 20000721 GOOD             PORANY
 KU3890
 KU3890                          STATION DESCRIPTION
 KU3890
 KU3890'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (DBW)
 KU3890'PALISADES IS ON THE TOP OF THE PALISADES JUST ABOVE TWO POWDER
 KU3890'HOUSES.  IT IS N OF FORT LEE AND S OF A LARGE QUARRY WHERE THEY
 KU3890'ARE CUTTING AWAY THE TOP OF THE PALISADES.  IT IS MARKED WITH ONE
 KU3890'OF THE COPPER BOLTS MADE FOR ME THIS YEAR TO MARK MAGNETIC
 KU3890'STATIONS AND MERIDIAN LINES.  THE COPPER BOLT IS SET IN THE SOLID
 KU3890'ROCK.  THERE ARE NO OBJECTS NEARBY WORTH MEASURING.
 KU3890
 KU3890                          STATION RECOVERY (1930)
 KU3890
 KU3890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (CAE)
 KU3890'STATION RECOVERED IN GOOD CONDITION.  THE POWDER HOUSES HAVE BEEN
 KU3890'REMOVED.  THE QUARRY IS NOW THE W APPROACH TO THE HUDSON RIVER
 KU3890'BRIDGE.  STATION IS ON A BARE LEDGE, 11 METERS N 50 DEG W OF EDGE
 KU3890'OF CLIFF AND ABOUT 70 METERS S OF W ANCHOR FOR THE BRIDGE.  AN
 KU3890'IRON FENCE RUNS NW AND SE AND PASSES 1.505 METERS NE OF STATION.
 KU3890'
 KU3890'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK IN OUTCROPPING
 KU3890'BEDROCK.  REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK, SET IN
 KU3890'CONCRETE, IN OUTCROPPING BEDROCK.
 KU3890'
 KU3890'WITNESS MARK NO.1 - NE CORNER OF A SHINGLE COVERED HOUSE RESTING
 KU3890'ON MASONRY FOUNDATION.
 KU3890'
 KU3890'WITNESS MARK NO.2 - SW CORNER OF A STUCCO HOUSE WITH A MASONRY
 KU3890'FOUNDATION, NOW OCCUPIED BY PORT OF NEW YORK AUTHORITY AS AN
 KU3890'OFFICE BUILDING.
 KU3890'
 KU3890'WITNESS MARK NO.3 IS THE APEX OF A ROCK PIER WITH PYRAMIDAL
 KU3890'CONCRETE CAP, WHICH IS PART OF A RETAINING WALL WITH HANDRAIL.
 KU3890'
 KU3890'GRANTS TOMB AND TALL TOWER OF BAPTIST CHURCH, NEW YORK CITY ARE IN
 KU3890'RANGE.
 KU3890
 KU3890                          STATION RECOVERY (1932)
 KU3890
 KU3890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3890'RECOVERED IN GOOD CONDITION FROM THE ORIGINAL DESCRIPTION AND AS
 KU3890'OF THE 1930 RECOVERY NOTE.  A COMPLETE DESCRIPTION FOLLOWS--THIS
 KU3890'STATION IS ON THE W SIDE OF THE HUDSON RIVER ATOP AND ON THE EDGE
 KU3890'OF THE PALISADES APPROXIMATELY 200 METERS S OF GEORGE WASHINGTON
 KU3890'BRIDGE.  IT IS LOCATED JUST OUTSIDE THE PORT AUTHORITY FENCE, SE
 KU3890'OF THEIR OFFICE (A SMALL STUCCO STRUCTURE), ON A BARE ROCK LEDGE
 KU3890'11 METERS IN FROM THE CLIFF EDGE.
 KU3890'
 KU3890'CENTER IS MARKED BY THE CROSS AND DRILL HOLE ATOP A BRASS PLUG
 KU3890'SUNK IN BEDROCK.  TWO STANDARD COAST AND GEODETIC SURVEY BRONZE
 KU3890'REFERENCE DISKS WERE PLACED IN 1930 -- NO.1 CEMENTED IN A
 KU3890'DEPRESSION IN THE BEDROCK TO THE WESTWARD.  NO.2 CEMENTED IN A
 KU3890'DRILL HOLE IN THE BEDROCK TO THE SOUTHWARD.  ADDITIONAL REFERENCE
 KU3890'MEASUREMENTS WERE TAKEN, AS FOLLOWS--
 KU3890'
 KU3890'NORMAL TO IRON FENCE TO N 1.525 METERS
 KU3890'
 KU3890'TO SE CORNER OF STUCCO BUILDING
 KU3890'
 KU3890'(PORT AUTHORITY OFFICE) 21.50 METERS
 KU3890'
 KU3890'NORMAL TO INSIDE EDGE OF STONE WALL 3.235 METERS
 KU3890'
 KU3890'TO S END (SW CORNER) OF STONE WALL 6.45 METERS
 KU3890'
 KU3890'THERE IS AMPLE ROOM AND EXCELLENT FOOTING FOR CENTRAL TRIPOD SET-UPS.
 KU3890'
 KU3890'POSSIBLE AIR-PHOTO CONTROL MEASUREMENTS ARE SHOWN ON THE
 KU3890'ACCOMPANYING SKETCH.
 KU3890
 KU3890                          STATION RECOVERY (1933)
 KU3890
 KU3890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KU3890'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED, WITH THE
 KU3890'FOLLOWING ADDITION--
 KU3890'
 KU3890'REFERENCE DISKS ARE STAMPED PALISADE I AND PALISADE II.
 KU3890
 KU3890                          STATION RECOVERY (1933)
 KU3890
 KU3890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JB)
 KU3890'RECOVERED.  BY H.C. WARWICK IN 1933, IN GOOD CONDITION.
 KU3890'
 KU3890'FOLLOWING COMPLETE DESCRIPTION GIVEN IN 1933 BY H.C. WARWICK IN
 KU3890'HIS RECONNAISSANCE NOTES--
 KU3890'
 KU3890'THIS STATION IS ON THE W SIDE OF THE HUDSON RIVER ON THE EDGE OF
 KU3890'THE PALISADES, APPROXIMATELY 200 METERS S OF THE W END OF THE
 KU3890'GEORGE WASHINGTON BRIDGE, ON PROPERTY OF PORT OF NEW YORK
 KU3890'AUTHORITY AND AT PRESENT LEASED BY C AND W HOLDING CORPORATION.
 KU3890'JUST INSIDE OF AN IRON FENCE ALONG THE EDGE OF THE PALISADES, SE
 KU3890'OF A SMALL STUCCO STRUCTURE WHICH WAS FORMERLY THE OFFICE OF THE
 KU3890'PORT OF NEW YORK AUTHORITY, ON A BARE ROCK LEDGE 11 METERS IN FROM
 KU3890'THE EDGE OF THE CLIFF.  CENTER IS MARKED BY THE CROSS AND DRILL
 KU3890'HOLE ATOP A BRASS PLUG SUNK IN BEDROCK.
 KU3890'
 KU3890'REFERENCE MARK NO.1 STAMPED PALISADE I, IS CEMENTED INTO A
 KU3890'DEPRESSION IN THE BEDROCK TO THE WESTWARD, AND IT POINTS TO THE
 KU3890'NORTHWARD OF THE STATION.
 KU3890'
 KU3890'REFERENCE MARK NO.2, STAMPED PALISADE II, IS CEMENTED INTO A DRILL
 KU3890'HOLE IN THE BEDROCK TO THE SOUTHWARD, AND IT POINTS TO THE
 KU3890'WESTWARD OF THE STATION.  REFERENCE MEASUREMENTS WERE MADE AS
 KU3890'FOLLOWS--
 KU3890'
 KU3890'TO THE SE CORNER OF STUCCO BUILDING 21.50 METERS
 KU3890'
 KU3890'NORMAL TO INSIDE EDGE OF STONE WALL 3.235 METERS
 KU3890'
 KU3890'TO S END (SW CORNER) OF STONE WALL 6.45 METERS
 KU3890
 KU3890                          STATION RECOVERY (1934)
 KU3890
 KU3890'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1934
 KU3890'RECOVERED IN GOOD CONDITION FROM THE ORIGINAL DESCRIPTION AND AS
 KU3890'OF THE 1932 RECOVERY NOTE.
 KU3890
 KU3890                          STATION RECOVERY (1992)
 KU3890
 KU3890'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KU3890'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A HALF HOUR
 KU3890'SEARCH BY A ONE MAN PARTY.  THE SITE IS NOW PART OF THE FORT LEE
 KU3890'HISTORICAL PARK AND CONSIDERABLE IMPROVEMENTS HAVE BEEN MADE TO THE
 KU3890'AREA SINCE THE LAST RECOVERY.  A SCENIC OVERLOOK HAS BEEN CONSTRUCTED
 KU3890'IN THE AREA OF THE STATION.  NO ORIGINAL TIES EXIST.
 KU3890
 KU3890                          STATION RECOVERY (2000)
 KU3890
 KU3890'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2000 (SSZ)
 KU3890'MARK IS AT SCENIC OVERLOOK WITH CONC. CURB AND RAIL.  12.5' E. OF CUT
 KU3890'ON CURB AND 18.5' SW. OF A CROSS ON STONE WALL. AN ECCENTRIC
 KU3890'CONSISTING OF A 1/2 INCH HOLE WITH CROSS AND TRIANGLE IS CUT IN ROCK
 KU3890'5' LOWER AND 20' EAST. CREWS HAVE CUT FOLIAGE/TREES.  TWO BRASS PLUGS
 KU3890'FOUND IN ROCK OUTCROPPINGS TO S.(MAYBE KU1644 AND KU1645).  EXTREME
 KU3890'CAUTION MUST BE EXERCISED IN THIS AREA AS STATION IS ON CLIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU3888 ***********************************************************************
 KU3888  DESIGNATION -  PALISADES PORT OF NY AUTH FLAG
 KU3888  PID         -  KU3888
 KU3888  STATE/COUNTY-  NJ/BERGEN
 KU3888  USGS QUAD   -  CENTRAL PARK (1979)
 KU3888
 KU3888                         *CURRENT SURVEY CONTROL
 KU3888  ___________________________________________________________________
 KU3888* NAD 83(1996)-  40 51 10.17415(N)    073 57 39.75412(W)     ADJUSTED  
 KU3888* NAVD 88     -                                                        
 KU3888  ___________________________________________________________________
 KU3888  LAPLACE CORR-           6.16  (seconds)                    DEFLEC99
 KU3888  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 KU3888
 KU3888  HORZ ORDER  -  THIRD
 KU3888
 KU3888.The horizontal coordinates were established by classical geodetic methods
 KU3888.and adjusted by the National Geodetic Survey in September 1999..
 KU3888
 KU3888
 KU3888.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3888
 KU3888.The geoid height was determined by GEOID03.
 KU3888
 KU3888;                    North         East     Units Scale Factor Converg.
 KU3888;SPC NJ       -   224,344.981   195,441.531   MT  0.99992541   +0 21 09.2
 KU3888;SPC NJ       -   736,038.49    641,211.09   sFT  0.99992541   +0 21 09.2
 KU3888;SPC NY L     -    76,196.330   303,284.933   MT  0.99999490   +0 01 31.7
 KU3888;SPC NY L     -   249,987.46    995,027.32   sFT  0.99999490   +0 01 31.7
 KU3888;UTM  18      - 4,522,938.970   587,572.664   MT  0.99969439   +0 40 46.7
 KU3888
 KU3888                          SUPERSEDED SURVEY CONTROL
 KU3888
 KU3888  NAD 83(1996)-  40 51 10.17415(N)    073 57 39.75412(W) AD(       ) 4
 KU3888  NAD 83(1996)-  40 51 10.17404(N)    073 57 39.75515(W) AD(       ) 4
 KU3888  NAD 83(1992)-  40 51 10.17220(N)    073 57 39.75562(W) AD(       ) 4
 KU3888  NAD 83(1986)-  40 51 10.17776(N)    073 57 39.75330(W) AD(       ) 4
 KU3888  NAD 27      -  40 51 09.81400(N)    073 57 41.26200(W) AD(       ) 3
 KU3888
 KU3888.Superseded values are not recommended for survey control.
 KU3888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3888.See file dsdata.txt to determine how the superseded data were derived.
 KU3888
 KU3888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8757322939(NAD 83)
 KU3888_MARKER: 62 = FLAGPOLE
 KU3888
 KU3888  HISTORY     - Date     Condition        Report By
 KU3888  HISTORY     - 1932     FIRST OBSERVED   CGS
 KU3888  HISTORY     - 20000721 MARK NOT FOUND   PORANY
 KU3888
 KU3888                          STATION DESCRIPTION
 KU3888
 KU3888'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3888'THE FLAGPOLE, W OF THE HUDSON RIVER, IN PALISADES APPROXIMATELY
 KU3888'100 METERS S OF THE GEORGE WASHINGTON BRIDGE, ON THE PROPERTY OF
 KU3888'THE PORT OF NEW YORK AUTHORITY.  IT IS A 69-FOOT, WHITE STEEL
 KU3888'FLAGPOLE.
 KU3888'
 KU3888'THE STATION IS THE BASE OF THE FLAGPOLE.
 KU3888
 KU3888                          STATION RECOVERY (2000)
 KU3888
 KU3888'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2000 (SSZ)
 KU3888'AREA NOW A PARK WITH NO BUILDINGS OR FLAGPOLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1644 ***********************************************************************
 KU1644  DESIGNATION -  PALISADES RM 1
 KU1644  PID         -  KU1644
 KU1644  STATE/COUNTY-  NJ/BERGEN
 KU1644  USGS QUAD   -  CENTRAL PARK (1979)
 KU1644
 KU1644                         *CURRENT SURVEY CONTROL
 KU1644  ___________________________________________________________________
 KU1644* NAD 83(1986)-  40 51 18.     (N)    073 57 39.     (W)     SCALED    
 KU1644* NAVD 88     -        88.722  (meters)     291.08   (feet)  ADJUSTED  
 KU1644  ___________________________________________________________________
 KU1644  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 KU1644  DYNAMIC HT  -          88.689 (meters)     290.97  (feet)  COMP
 KU1644  MODELED GRAV-     980,253.1   (mgal)                       NAVD 88
 KU1644
 KU1644  VERT ORDER  -  SECOND    CLASS 0
 KU1644
 KU1644.The horizontal coordinates were scaled from a topographic map and have
 KU1644.an estimated accuracy of +/- 6 seconds.
 KU1644
 KU1644.The orthometric height was determined by differential leveling
 KU1644.and adjusted by the National Geodetic Survey in June 1991..
 KU1644
 KU1644.The geoid height was determined by GEOID03.
 KU1644
 KU1644.The dynamic height is computed by dividing the NAVD 88
 KU1644.geopotential number by the normal gravity value computed on the
 KU1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1644.degrees latitude (g = 980.6199 gals.).
 KU1644
 KU1644.The modeled gravity was interpolated from observed gravity values.
 KU1644
 KU1644;                    North         East    Units  Estimated Accuracy
 KU1644;SPC NJ       -   224,590.      195,460.      MT  (+/- 180 meters Scaled)
 KU1644
 KU1644                          SUPERSEDED SURVEY CONTROL
 KU1644
 KU1644  NGVD 29 (??/??/92)   89.030  (m)          292.09   (f) ADJ UNCH    2 0
 KU1644
 KU1644.Superseded values are not recommended for survey control.
 KU1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1644.See file dsdata.txt to determine how the superseded data were derived.
 KU1644
 KU1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL875231(NAD 83)
 KU1644_MARKER: DR = REFERENCE MARK DISK
 KU1644_SETTING: 66 = SET IN ROCK OUTCROP
 KU1644_SP_SET: ROCK OUTCROP
 KU1644_STAMPING: PALISADES 1
 KU1644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU1644+STABILITY: POSITION/ELEVATION WELL
 KU1644
 KU1644  HISTORY     - Date     Condition        Report By
 KU1644  HISTORY     - UNK      MONUMENTED       CGS
 KU1644  HISTORY     - 1956     GOOD             NGS
 KU1644
 KU1644                          STATION DESCRIPTION
 KU1644
 KU1644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1644'2.5 MI S FROM ENGLEWOOD CLIFFS.
 KU1644'0.15 MILE EAST ALONG PALISADES AVENUE FROM THE MUNICIPAL
 KU1644'BUILDING AT ENGLEWOOD CLIFFS, THENCE 2.35 MILES SOUTH ALONG
 KU1644'HUDSON AVENUE, ABOUT 200 METERS SOUTH OF GEORGE WASHINGTON BRIDGE,
 KU1644'ON PROPERTY OF PORT OF NEW YORK AUTHORITY, SET IN TOP OF A ROCK
 KU1644'OUTCROP, ABOUT 45 PACES SOUTHEAST OF THE SOUTHEAST CORNER OF A
 KU1644'TWO STORY STUCCO HOUSE, 17 FEET NORTH OF THE SOUTHEAST CORNER
 KU1644'OF A FENCE, 9 FEET EAST OF THE NORTH-SOUTH IRON FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1645 ***********************************************************************
 KU1645  DESIGNATION -  PALISADES RM 2
 KU1645  PID         -  KU1645
 KU1645  STATE/COUNTY-  NJ/BERGEN
 KU1645  USGS QUAD   -  CENTRAL PARK (1979)
 KU1645
 KU1645                         *CURRENT SURVEY CONTROL
 KU1645  ___________________________________________________________________
 KU1645* NAD 83(1986)-  40 51 18.     (N)    073 57 39.     (W)     SCALED    
 KU1645* NAVD 88     -        86.264  (meters)     283.02   (feet)  ADJUSTED  
 KU1645  ___________________________________________________________________
 KU1645  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 KU1645  DYNAMIC HT  -          86.232 (meters)     282.91  (feet)  COMP
 KU1645  MODELED GRAV-     980,253.1   (mgal)                       NAVD 88
 KU1645
 KU1645  VERT ORDER  -  SECOND    CLASS 0
 KU1645
 KU1645.The horizontal coordinates were scaled from a topographic map and have
 KU1645.an estimated accuracy of +/- 6 seconds.
 KU1645
 KU1645.The orthometric height was determined by differential leveling
 KU1645.and adjusted by the National Geodetic Survey in June 1991..
 KU1645
 KU1645.The geoid height was determined by GEOID03.
 KU1645
 KU1645.The dynamic height is computed by dividing the NAVD 88
 KU1645.geopotential number by the normal gravity value computed on the
 KU1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1645.degrees latitude (g = 980.6199 gals.).
 KU1645
 KU1645.The modeled gravity was interpolated from observed gravity values.
 KU1645
 KU1645;                    North         East    Units  Estimated Accuracy
 KU1645;SPC NJ       -   224,590.      195,460.      MT  (+/- 180 meters Scaled)
 KU1645
 KU1645                          SUPERSEDED SURVEY CONTROL
 KU1645
 KU1645  NGVD 29 (??/??/92)   86.571  (m)          284.02   (f) ADJ UNCH    2 0
 KU1645
 KU1645.Superseded values are not recommended for survey control.
 KU1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1645.See file dsdata.txt to determine how the superseded data were derived.
 KU1645
 KU1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL875231(NAD 83)
 KU1645_MARKER: DR = REFERENCE MARK DISK
 KU1645_SETTING: 66 = SET IN ROCK OUTCROP
 KU1645_SP_SET: ROCK OUTCROP
 KU1645_STAMPING: PALISADES 2
 KU1645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU1645+STABILITY: POSITION/ELEVATION WELL
 KU1645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU1645+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2001
 KU1645
 KU1645  HISTORY     - Date     Condition        Report By
 KU1645  HISTORY     - UNK      MONUMENTED       CGS
 KU1645  HISTORY     - 1956     GOOD             NGS
 KU1645  HISTORY     - 20010326 GOOD             PORANY
 KU1645
 KU1645                          STATION DESCRIPTION
 KU1645
 KU1645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1645'2.5 MI S FROM ENGLEWOOD CLIFFS.
 KU1645'0.15 MILE EAST ALONG PALISADES AVENUE FROM THE MUNICIPAL BUILDING
 KU1645'AT ENGLEWOOD CLIFFS, THENCE 2.35 MILES SOUTH ALONG HUDSON AVENUE,
 KU1645'ABOUT 200 METERS SOUTH OF GEORGE WASHINGTON BRIDGE, ON PROPERTY
 KU1645'OF PORT OF NEW YORK AUTHORITY, SET IN TOP OF A ROCK OUTCROP,
 KU1645'ABOUT 45 PACES SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO STORY
 KU1645'STUCCO HOUSE, 17 FEET NORTH OF THE SOUTHEAST CORNER OF A FENCE,
 KU1645'9 FEET EAST OF THE NORTH-SOUTH IRON FENCE.
 KU1645
 KU1645                          STATION RECOVERY (2001)
 KU1645
 KU1645'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KU1645'TRAVERSE FROM PALISADES CONFIRMS STATION.  STATION IS A BRASS PLUG,
 KU1645'NOT A REFERENCE DISK, APPROXIMATELY 1 INCH IN DIAMETER WITH A CENTER
 KU1645'PUNCH.  STATION IS ON PROMINENT BOULDER NEAR EDGE OF CLIFF, CAUTION IS
 KU1645'ADVISED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU4053 ***********************************************************************
 KU4053  DESIGNATION -  PALISADES WATER TANK
 KU4053  PID         -  KU4053
 KU4053  STATE/COUNTY-  NJ/BERGEN
 KU4053  USGS QUAD   -  YONKERS (1979)
 KU4053
 KU4053                         *CURRENT SURVEY CONTROL
 KU4053  ___________________________________________________________________
 KU4053* NAD 83(1996)-  40 57 39.10028(N)    073 55 07.17338(W)     ADJUSTED  
 KU4053* NAVD 88     -                                                        
 KU4053  ___________________________________________________________________
 KU4053  LAPLACE CORR-           6.44  (seconds)                    DEFLEC99
 KU4053  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 KU4053
 KU4053  HORZ ORDER  -  THIRD
 KU4053
 KU4053.The horizontal coordinates were established by classical geodetic methods
 KU4053.and adjusted by the National Geodetic Survey in September 1999..
 KU4053
 KU4053
 KU4053.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4053
 KU4053.The geoid height was determined by GEOID03.
 KU4053
 KU4053;                    North         East     Units Scale Factor Converg.
 KU4053;SPC NJ       -   236,364.242   198,935.357   MT  0.99992946   +0 22 52.0
 KU4053;SPC NJ       -   775,471.68    652,673.75   sFT  0.99992946   +0 22 52.0
 KU4053;SPC NY L     -    88,196.244   306,847.641   MT  0.99999676   +0 03 11.5
 KU4053;SPC NY L     -   289,357.18  1,006,715.97   sFT  0.99999676   +0 03 11.5
 KU4053;UTM  18      - 4,534,975.242   590,996.956   MT  0.99970191   +0 42 32.1
 KU4053
 KU4053                          SUPERSEDED SURVEY CONTROL
 KU4053
 KU4053  NAD 83(1996)-  40 57 39.10028(N)    073 55 07.17339(W) AD(       ) 4
 KU4053  NAD 83(1996)-  40 57 39.10077(N)    073 55 07.17388(W) AD(       ) 4
 KU4053  NAD 83(1992)-  40 57 39.09907(N)    073 55 07.17444(W) AD(       ) 4
 KU4053  NAD 83(1986)-  40 57 39.10208(N)    073 55 07.17197(W) AD(       ) 4
 KU4053  NAD 27      -  40 57 38.74900(N)    073 55 08.68500(W) AD(       ) 3
 KU4053
 KU4053.Superseded values are not recommended for survey control.
 KU4053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4053.See file dsdata.txt to determine how the superseded data were derived.
 KU4053
 KU4053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9099734975(NAD 83)
 KU4053_MARKER: 51 = TANK
 KU4053
 KU4053  HISTORY     - Date     Condition        Report By
 KU4053  HISTORY     - 1921     FIRST OBSERVED   NY6820
 KU4053  HISTORY     - 1930     GOOD             CGS
 KU4053
 KU4053                          STATION DESCRIPTION
 KU4053
 KU4053'DESCRIBED BY CITY OF YONKERS NEW YORK 1921
 KU4053'STATION IS THE GREY STEEL, WATER TANK ON THE RINGLING PROPERTY ON
 KU4053'TOP OF THE PALISADES.
 KU4053'
 KU4053'UNIONTOWN, IN BEARING N 53 DEG 34 MIN 15 SEC E.
 KU4053'
 KU4053'LAKE AVENUE, IN BEARING S 59 DEG 44 MIN 06 SEC E.
 KU4053
 KU4053                          STATION RECOVERY (1930)
 KU4053
 KU4053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (CAE)
 KU4053'STATION RECOVERED. THIS IS A SECONDARY STATION OF THE YONKERS CITY
 KU4053'SCHEME AND IS THE STEEL WATER TANK (GREY IN 1930) ON THE OLD
 KU4053'RINGLING ESTATE.  IT IS 0.8 MILE N OF SYLVAN BOULEVARD FROM POINT
 KU4053'WHERE ROAD LEADS DOWN TO YONKERS FERRY, AND 160 METERS E OF SAME
 KU4053'BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3674 ***********************************************************************
 KV3674  DESIGNATION -  PALMYRA 33 USE
 KV3674  PID         -  KV3674
 KV3674  STATE/COUNTY-  NJ/BURLINGTON
 KV3674  USGS QUAD   -  FRANKFORD (1997)
 KV3674
 KV3674                         *CURRENT SURVEY CONTROL
 KV3674  ___________________________________________________________________
 KV3674* NAD 83(1996)-  40 00 30.77508(N)    075 02 25.87322(W)     ADJUSTED  
 KV3674* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV3674  ___________________________________________________________________
 KV3674  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 KV3674  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV3674
 KV3674  HORZ ORDER  -  THIRD
 KV3674
 KV3674.The horizontal coordinates were established by classical geodetic methods
 KV3674.and adjusted by the National Geodetic Survey in September 1999..
 KV3674
 KV3674.The orthometric height was scaled from a topographic map.
 KV3674
 KV3674.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3674
 KV3674.The geoid height was determined by GEOID03.
 KV3674
 KV3674;                    North         East     Units Scale Factor Converg.
 KV3674;SPC NJ       -   130,603.452   103,853.135   MT  0.99992621   -0 20 51.0
 KV3674;SPC NJ       -   428,488.16    340,724.83   sFT  0.99992621   -0 20 51.0
 KV3674;SPC PA S     -    78,520.915   831,305.247   MT  0.99998909   +1 45 28.4
 KV3674;SPC PA S     -   257,614.04  2,727,373.96   sFT  0.99998909   +1 45 28.4
 KV3674;UTM  18      - 4,428,706.820   496,541.627   MT  0.99960015   -0 01 33.8
 KV3674
 KV3674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3674!SPC NJ       -   1.00000506  x   0.99992621  =   0.99993127
 KV3674!SPC PA S     -   1.00000506  x   0.99998909  =   0.99999415
 KV3674!UTM  18      -   1.00000506  x   0.99960015  =   0.99960520
 KV3674
 KV3674                          SUPERSEDED SURVEY CONTROL
 KV3674
 KV3674  NAD 83(1991)-  40 00 30.77240(N)    075 02 25.87589(W) AD(       ) 3
 KV3674  NAD 83(1986)-  40 00 30.77171(N)    075 02 25.87823(W) AD(       ) 3
 KV3674  NAD 27      -  40 00 30.37000(N)    075 02 27.25600(W) AD(       ) 3
 KV3674
 KV3674.Superseded values are not recommended for survey control.
 KV3674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3674.See file dsdata.txt to determine how the superseded data were derived.
 KV3674
 KV3674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9654228707(NAD 83)
 KV3674_MARKER: Z = SEE DESCRIPTION
 KV3674_SETTING: 0 = UNSPECIFIED SETTING
 KV3674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3674
 KV3674  HISTORY     - Date     Condition        Report By
 KV3674  HISTORY     - 1935     MONUMENTED       CGS
 KV3674  HISTORY     - 1946     MARK NOT FOUND   CGS
 KV3674
 KV3674                          STATION DESCRIPTION
 KV3674
 KV3674'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV3674'AT PALMYRA, ON THE W SIDE OF THE TACONY-PALMYRA BRIDGE, 43.36 FEET
 KV3674'S OF SW CORNER OF SIXTH BRIDGE PIER FROM THE NEW JERSEY ABUTMENT,
 KV3674'20.50 FEET W OF NW CORNER OF SEVENTH PIER, 12.57 FEET N FROM S
 KV3674'END OF WOODEN BULKHEAD, 2.58 FEET E OF BULKHEAD.  A 1 1/4-INCH
 KV3674'IRON PIPE PROTRUDING 6 INCHES.
 KV3674'
 KV3674'AN INTERSECTION STATION.
 KV3674'
 KV3674'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV3674
 KV3674                          STATION RECOVERY (1946)
 KV3674
 KV3674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 KV3674'STATION WAS NOT RECOVERED DURING A ONE-HOUR SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3681 ***********************************************************************
 KV3681  DESIGNATION -  PALMYRA CL USE
 KV3681  PID         -  KV3681
 KV3681  STATE/COUNTY-  NJ/BURLINGTON
 KV3681  USGS QUAD   -  FRANKFORD (1997)
 KV3681
 KV3681                         *CURRENT SURVEY CONTROL
 KV3681  ___________________________________________________________________
 KV3681* NAD 83(1996)-  40 00 36.10419(N)    075 02 16.88923(W)     ADJUSTED  
 KV3681* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV3681  ___________________________________________________________________
 KV3681  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 KV3681  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV3681
 KV3681  HORZ ORDER  -  THIRD
 KV3681
 KV3681.The horizontal coordinates were established by classical geodetic methods
 KV3681.and adjusted by the National Geodetic Survey in September 1999..
 KV3681
 KV3681.The orthometric height was scaled from a topographic map.
 KV3681
 KV3681.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3681
 KV3681.The geoid height was determined by GEOID03.
 KV3681
 KV3681;                    North         East     Units Scale Factor Converg.
 KV3681;SPC NJ       -   130,766.513   104,067.186   MT  0.99992596   -0 20 45.3
 KV3681;SPC NJ       -   429,023.13    341,427.09   sFT  0.99992596   -0 20 45.3
 KV3681;SPC PA S     -    78,691.741   831,513.176   MT  0.99998889   +1 45 34.2
 KV3681;SPC PA S     -   258,174.49  2,728,056.14   sFT  0.99998889   +1 45 34.2
 KV3681;UTM  18      - 4,428,871.026   496,754.691   MT  0.99960013   -0 01 28.0
 KV3681
 KV3681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3681!SPC NJ       -   1.00000506  x   0.99992596  =   0.99993102
 KV3681!SPC PA S     -   1.00000506  x   0.99998889  =   0.99999395
 KV3681!UTM  18      -   1.00000506  x   0.99960013  =   0.99960518
 KV3681
 KV3681                          SUPERSEDED SURVEY CONTROL
 KV3681
 KV3681  NAD 83(1991)-  40 00 36.10151(N)    075 02 16.89189(W) AD(       ) 3
 KV3681  NAD 83(1986)-  40 00 36.10090(N)    075 02 16.89404(W) AD(       ) 3
 KV3681  NAD 27      -  40 00 35.69900(N)    075 02 18.27300(W) AD(       ) 3
 KV3681
 KV3681.Superseded values are not recommended for survey control.
 KV3681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3681.See file dsdata.txt to determine how the superseded data were derived.
 KV3681
 KV3681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9675528871(NAD 83)
 KV3681_MARKER: Z = SEE DESCRIPTION
 KV3681_SETTING: 0 = UNSPECIFIED SETTING
 KV3681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3681
 KV3681  HISTORY     - Date     Condition        Report By
 KV3681  HISTORY     - 1935     MONUMENTED       CGS
 KV3681
 KV3681                          STATION DESCRIPTION
 KV3681
 KV3681'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV3681'STATION IS N OF PALMYRA ON EIGHT MILE POINT, ON CREST OF A
 KV3681'NW-SE LEVEE, ABOUT 0.2 MILE NE OF TACONY-PALMYRA BRIDGE TOLL
 KV3681'GATE, ON RANGE WITH THE SECOND INSHORE UPPER COLUMN OF THE
 KV3681'BRIDGE AND THE CHURCH SPIRE JUST BELOW TENNINGS STANDPIPE,
 KV3681'115 FEET INSHORE FROM BEND IN LEVEE, (NE CORNER), 114.32 FEET
 KV3681'FROM A 2-NAIL BLAZE ON BUSH AT THIS CORNER, 245.3 METERS NW ALONG
 KV3681'THE LEVEE FROM STATION RIVERTON CENTER LINE UNITED STATES ARMY
 KV3681'ENGINEERS.  A STANDARD UNITED STATES ARNY ENGINEERS 8-INCH
 KV3681'GALVANIZED TOP MONUMENT.
 KV3681'
 KV3681'AN INTERSECTION STATION.
 KV3681'
 KV3681'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3709 ***********************************************************************
 KV3709  DESIGNATION -  PALMYRA EPWORTH ME CH SPIRE
 KV3709  PID         -  KV3709
 KV3709  STATE/COUNTY-  NJ/BURLINGTON
 KV3709  USGS QUAD   -  FRANKFORD (1997)
 KV3709
 KV3709                         *CURRENT SURVEY CONTROL
 KV3709  ___________________________________________________________________
 KV3709* NAD 83(1996)-  40 00 22.37146(N)    075 01 15.63784(W)     ADJUSTED  
 KV3709* NAVD 88     -                                                        
 KV3709  ___________________________________________________________________
 KV3709  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 KV3709  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV3709
 KV3709  HORZ ORDER  -  THIRD
 KV3709
 KV3709.The horizontal coordinates were established by classical geodetic methods
 KV3709.and adjusted by the National Geodetic Survey in September 1999..
 KV3709
 KV3709
 KV3709.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3709
 KV3709.The geoid height was determined by GEOID03.
 KV3709
 KV3709;                    North         East     Units Scale Factor Converg.
 KV3709;SPC NJ       -   130,334.363   105,517.277   MT  0.99992435   -0 20 05.8
 KV3709;SPC NJ       -   427,605.32    346,184.60   sFT  0.99992435   -0 20 05.8
 KV3709;SPC PA S     -    78,313.133   832,978.259   MT  0.99998940   +1 46 14.0
 KV3709;SPC PA S     -   256,932.34  2,732,862.84   sFT  0.99998940   +1 46 14.0
 KV3709;UTM  18      - 4,428,447.156   498,206.712   MT  0.99960004   -0 00 48.6
 KV3709
 KV3709                          SUPERSEDED SURVEY CONTROL
 KV3709
 KV3709  NAD 83(1991)-  40 00 22.36869(N)    075 01 15.64011(W) AD(       ) 4
 KV3709  NAD 83(1986)-  40 00 22.36790(N)    075 01 15.64144(W) AD(       ) 4
 KV3709  NAD 27      -  40 00 21.96500(N)    075 01 17.02300(W) AD(       ) 3
 KV3709
 KV3709.Superseded values are not recommended for survey control.
 KV3709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3709.See file dsdata.txt to determine how the superseded data were derived.
 KV3709
 KV3709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9820728447(NAD 83)
 KV3709_MARKER: 90 = CHURCH SPIRE
 KV3709
 KV3709  HISTORY     - Date     Condition        Report By
 KV3709  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV3709  HISTORY     - 1946     GOOD             CGS
 KV3709
 KV3709                          STATION DESCRIPTION
 KV3709
 KV3709'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV3709'STATION IN PALMYRA, ON FIFTH STREET BETWEEN MORGAN AND
 KV3709'GARFIELD STREETS, THE SPIRE ON THE NE CORNER OF THE CHURCH.
 KV3709
 KV3709                          STATION RECOVERY (1946)
 KV3709
 KV3709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 KV3709'STATION RECOVERED IN ORIGINAL POSITION AND IN GOOD
 KV3709'CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3696 ***********************************************************************
 KV3696  DESIGNATION -  PALMYRA R P WATER CO STANDPIPE
 KV3696  PID         -  KV3696
 KV3696  STATE/COUNTY-  NJ/BURLINGTON
 KV3696  USGS QUAD   -  FRANKFORD (1997)
 KV3696
 KV3696                         *CURRENT SURVEY CONTROL
 KV3696  ___________________________________________________________________
 KV3696* NAD 83(1996)-  40 00 00.50839(N)    075 00 38.84350(W)     ADJUSTED  
 KV3696* NAVD 88     -                                                        
 KV3696  ___________________________________________________________________
 KV3696  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 KV3696  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV3696
 KV3696  HORZ ORDER  -  THIRD
 KV3696
 KV3696.The horizontal coordinates were established by classical geodetic methods
 KV3696.and adjusted by the National Geodetic Survey in September 1999..
 KV3696
 KV3696
 KV3696.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3696
 KV3696.The geoid height was determined by GEOID03.
 KV3696
 KV3696;                    North         East     Units Scale Factor Converg.
 KV3696;SPC NJ       -   129,655.052   106,386.034   MT  0.99992341   -0 19 42.0
 KV3696;SPC NJ       -   425,376.62    349,034.85   sFT  0.99992341   -0 19 42.0
 KV3696;SPC PA S     -    77,666.156   833,871.445   MT  0.99999023   +1 46 37.9
 KV3696;SPC PA S     -   254,809.71  2,735,793.23   sFT  0.99999023   +1 46 37.9
 KV3696;UTM  18      - 4,427,772.948   499,078.983   MT  0.99960001   -0 00 25.0
 KV3696
 KV3696                          SUPERSEDED SURVEY CONTROL
 KV3696
 KV3696  NAD 83(1991)-  40 00 00.50570(N)    075 00 38.84642(W) AD(       ) 4
 KV3696  NAD 83(1986)-  40 00 00.50496(N)    075 00 38.84813(W) AD(       ) 4
 KV3696  NAD 27      -  40 00 00.10200(N)    075 00 40.24400(W) AD(       ) 3
 KV3696
 KV3696.Superseded values are not recommended for survey control.
 KV3696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3696.See file dsdata.txt to determine how the superseded data were derived.
 KV3696
 KV3696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9907927773(NAD 83)
 KV3696_MARKER: 52 = STANDPIPE TANK
 KV3696
 KV3696  HISTORY     - Date     Condition        Report By
 KV3696  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV3696  HISTORY     - 1950     GOOD             CGS
 KV3696  HISTORY     - 1976     GOOD             NGS
 KV3696
 KV3696                          STATION DESCRIPTION
 KV3696
 KV3696'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV3696'THIS STATION IS THE CENTER OF THE LARGER AND MOST SOUTHERLY OF TWO
 KV3696'STANDPIPES OWNED BY THE RIVERTON PALMYRA WATER COMPANY, JUST S
 KV3696'OF HIGHLAND STREET AND ONE BLOCK E OF CLEVELAND AVENUE,
 KV3696'PALMYRA.  IT IS A PLAIN BLACK CYLINDRICAL STANDPIPE.  BOTH
 KV3696'STANDPIPES ARE ABOUT 100 FEET HIGH.  THE LARGER IS 30 FEET IN
 KV3696'DIAMETER AND THE SMALLER IS 20 FEET IN DIAMETER.
 KV3696
 KV3696                          STATION RECOVERY (1950)
 KV3696
 KV3696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HAP)
 KV3696'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 KV3696'
 KV3696'1.  AT THIS DATE, BOTH TANKS ARE PAINTED SILVER AND ARE 78
 KV3696'(SEVENTY-EIGHT) FEET TALL.
 KV3696
 KV3696                          STATION RECOVERY (1976)
 KV3696
 KV3696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV3696'STATION WAS RECOVERED.  THE HEIGHT WAS NOT MEASURED BUT 78 FEET IS
 KV3696'REASONABLE.  THE TWO STANDPIPES ARE THE ORIGINALS AND ARE STILL IN
 KV3696'USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3898 ***********************************************************************
 KV3898  DESIGNATION -  PAPER
 KV3898  PID         -  KV3898
 KV3898  STATE/COUNTY-  NJ/PASSAIC
 KV3898  USGS QUAD   -  HACKENSACK (1997)
 KV3898
 KV3898                         *CURRENT SURVEY CONTROL
 KV3898  ___________________________________________________________________
 KV3898* NAD 83(1996)-  40 52 45.27662(N)    074 07 15.80329(W)     ADJUSTED  
 KV3898* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 KV3898  ___________________________________________________________________
 KV3898  LAPLACE CORR-           6.29  (seconds)                    DEFLEC99
 KV3898  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KV3898
 KV3898  HORZ ORDER  -  THIRD
 KV3898
 KV3898.The horizontal coordinates were established by classical geodetic methods
 KV3898.and adjusted by the National Geodetic Survey in September 1999..
 KV3898
 KV3898.The orthometric height was scaled from a topographic map.
 KV3898
 KV3898.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3898
 KV3898.The geoid height was determined by GEOID03.
 KV3898
 KV3898;                    North         East     Units Scale Factor Converg.
 KV3898;SPC NJ       -   227,207.687   181,937.441   MT  0.99991255   +0 14 52.8
 KV3898;SPC NJ       -   745,430.55    596,906.42   sFT  0.99991255   +0 14 52.8
 KV3898;SPC NY L     -    79,136.317   289,796.379   MT  0.99999503   -0 04 45.1
 KV3898;SPC NY L     -   259,633.07    950,773.62   sFT  0.99999503   -0 04 45.1
 KV3898;UTM  18      - 4,525,723.855   574,055.667   MT  0.99966750   +0 34 31.0
 KV3898
 KV3898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3898!SPC NJ       -   1.00000430  x   0.99991255  =   0.99991685
 KV3898!SPC NY L     -   1.00000430  x   0.99999503  =   0.99999933
 KV3898!UTM  18      -   1.00000430  x   0.99966750  =   0.99967180
 KV3898
 KV3898|---------------------------------------------------------------------|
 KV3898| PID    Reference Object                     Distance      Geod. Az  |
 KV3898|                                                           dddmmss.s |
 KV3898| KV3889 WHITE 1913                          169.637 METERS 05943     |
 KV3898| CB5415 PAPER RM 2                                         15022     |
 KV3898| KV4221 END                                 APPROX. 0.6 KM 3045817.2 |
 KV3898| CB5414 PAPER RM 1                                         35641     |
 KV3898|---------------------------------------------------------------------|
 KV3898
 KV3898                          SUPERSEDED SURVEY CONTROL
 KV3898
 KV3898  NAD 83(1996)-  40 52 45.27647(N)    074 07 15.80369(W) AD(       ) 3
 KV3898  NAD 83(1996)-  40 52 45.28094(N)    074 07 15.81652(W) AD(       ) 3
 KV3898  NAD 83(1992)-  40 52 45.28091(N)    074 07 15.81662(W) AD(       ) 3
 KV3898  NAD 83(1986)-  40 52 45.28210(N)    074 07 15.81874(W) AD(       ) 3
 KV3898  NAD 27      -  40 52 44.90300(N)    074 07 17.27500(W) AD(       ) 3
 KV3898
 KV3898.Superseded values are not recommended for survey control.
 KV3898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3898.See file dsdata.txt to determine how the superseded data were derived.
 KV3898
 KV3898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7405625724(NAD 83)
 KV3898_MARKER: DS = TRIANGULATION STATION DISK
 KV3898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3898
 KV3898  HISTORY     - Date     Condition        Report By
 KV3898  HISTORY     - 1913     MONUMENTED       CGS
 KV3898  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV3898
 KV3898                          STATION DESCRIPTION
 KV3898
 KV3898'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV3898'STATION IS ON THE W SIDE OF PASSAIC RIVER, ABOUT 90 METERS FROM
 KV3898'SHORE, 40 METERS FROM HIGH-WATER LINE AND 20 METERS BELOW
 KV3898'ACKERMAN AVENUE, AND 35 METERS FROM THE W END OF THE BRIDGE.  THE
 KV3898'STATION IS ON THE ROOF OF THE CLIFTON PAPER MILL, 26.55 FEET FROM
 KV3898'THE SE CORNER AND 27.5 FEET FROM THE NE CORNER.
 KV3898'
 KV3898'STATION IS MARKED BY A C. AND G.S. BRASS DISK SET IN A CONCRETE
 KV3898'BLOCK CEMENTED TO THE ROOF.
 KV3898
 KV3898                          STATION RECOVERY (1933)
 KV3898
 KV3898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3898'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4682 ***********************************************************************
 KV4682  DESIGNATION -  PAPER MILL CHIMNEY
 KV4682  PID         -  KV4682
 KV4682  STATE/COUNTY-  NJ/ESSEX
 KV4682  USGS QUAD   -  ELIZABETH (1995)
 KV4682
 KV4682                         *CURRENT SURVEY CONTROL
 KV4682  ___________________________________________________________________
 KV4682* NAD 83(1996)-  40 44 06.42483(N)    074 07 44.31383(W)     ADJUSTED  
 KV4682* NAVD 88     -                                                        
 KV4682  ___________________________________________________________________
 KV4682  LAPLACE CORR-           6.30  (seconds)                    DEFLEC99
 KV4682  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KV4682
 KV4682  HORZ ORDER  -  THIRD
 KV4682
 KV4682.The horizontal coordinates were established by classical geodetic methods
 KV4682.and adjusted by the National Geodetic Survey in September 1999..
 KV4682
 KV4682
 KV4682.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4682
 KV4682.The geoid height was determined by GEOID03.
 KV4682
 KV4682;                    North         East     Units Scale Factor Converg.
 KV4682;SPC NJ       -   211,201.216   181,337.702   MT  0.99991208   +0 14 31.6
 KV4682;SPC NJ       -   692,915.99    594,938.78   sFT  0.99991208   +0 14 31.6
 KV4682;SPC NY L     -    63,132.197   289,105.287   MT  0.99999690   -0 05 03.7
 KV4682;SPC NY L     -   207,126.22    948,506.26   sFT  0.99999690   -0 05 03.7
 KV4682;UTM  18      - 4,509,718.151   573,547.352   MT  0.99966658   +0 34 06.3
 KV4682
 KV4682                          SUPERSEDED SURVEY CONTROL
 KV4682
 KV4682  NAD 83(1996)-  40 44 06.42470(N)    074 07 44.31402(W) AD(       ) 4
 KV4682  NAD 83(1986)-  40 44 06.42356(N)    074 07 44.31838(W) AD(       ) 4
 KV4682  NAD 27      -  40 44 06.05100(N)    074 07 45.80400(W) AD(       ) 3
 KV4682
 KV4682.Superseded values are not recommended for survey control.
 KV4682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4682.See file dsdata.txt to determine how the superseded data were derived.
 KV4682
 KV4682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7354709718(NAD 83)
 KV4682_MARKER: 85 = CHIMNEY
 KV4682
 KV4682  HISTORY     - Date     Condition        Report By
 KV4682  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4682
 KV4682                          STATION DESCRIPTION
 KV4682
 KV4682'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5355 ***********************************************************************
 KV5355  DESIGNATION -  PARAGON
 KV5355  PID         -  KV5355
 KV5355  STATE/COUNTY-  NJ/MIDDLESEX
 KV5355  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5355
 KV5355                         *CURRENT SURVEY CONTROL
 KV5355  ___________________________________________________________________
 KV5355* NAD 83(1996)-  40 26 08.88665(N)    074 20 42.50870(W)     ADJUSTED  
 KV5355* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 KV5355  ___________________________________________________________________
 KV5355  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 KV5355  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KV5355
 KV5355  HORZ ORDER  -  SECOND
 KV5355
 KV5355.The horizontal coordinates were established by classical geodetic methods
 KV5355.and adjusted by the National Geodetic Survey in September 1999..
 KV5355
 KV5355.The orthometric height was scaled from a topographic map.
 KV5355
 KV5355.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5355
 KV5355.The geoid height was determined by GEOID03.
 KV5355
 KV5355;                    North         East     Units Scale Factor Converg.
 KV5355;SPC NJ       -   177,912.009   163,138.219   MT  0.99990212   +0 06 01.6
 KV5355;SPC NJ       -   583,699.65    535,229.31   sFT  0.99990212   +0 06 01.6
 KV5355;UTM  18      - 4,476,334.660   555,541.757   MT  0.99963797   +0 25 29.1
 KV5355
 KV5355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5355!SPC NJ       -   1.00000014  x   0.99990212  =   0.99990226
 KV5355!UTM  18      -   1.00000014  x   0.99963797  =   0.99963811
 KV5355
 KV5355:                Primary Azimuth Mark                     Grid Az
 KV5355:SPC NJ       -  HERCULES                                 022 39 55.7
 KV5355:UTM  18      -  HERCULES                                 022 20 28.2
 KV5355
 KV5355|---------------------------------------------------------------------|
 KV5355| PID    Reference Object                     Distance      Geod. Az  |
 KV5355|                                                           dddmmss.s |
 KV5355| KV5334 HERCULES                            APPROX. 1.8 KM 0224557.3 |
 KV5355| CB5417 PARAGON RM 1                         17.874 METERS 05934     |
 KV5355| KV5395 OLD BRIDGE TILE CO SQ STACK         APPROX. 2.1 KM 2094930.3 |
 KV5355| KV5351 OLD BRIDGE EASTERN PROD STACK       APPROX. 1.4 KM 2140747.7 |
 KV5355| KV5467 SALPA RED STACK                     APPROX. 4.6 KM 2145913.5 |
 KV5355| KV5322 ANHEUSER BUSCH RED STACK            APPROX. 3.7 KM 2154417.3 |
 KV5355| KV5398 OLD BRIDGE PARAGON BRICK W STK      157.592 METERS 23958     |
 KV5355| KV5399 OLD BRIDGE PARAGON BRICK E STK      154.535 METERS 24003     |
 KV5355| CB5418 PARAGON RM 2                         15.371 METERS 24135     |
 KV5355|---------------------------------------------------------------------|
 KV5355
 KV5355                          SUPERSEDED SURVEY CONTROL
 KV5355
 KV5355  NAD 83(1996)-  40 26 08.88562(N)    074 20 42.50966(W) AD(       ) 2
 KV5355  NAD 83(1986)-  40 26 08.88634(N)    074 20 42.50895(W) AD(       ) 2
 KV5355  NAD 27      -  40 26 08.50700(N)    074 20 43.97600(W) AD(       ) 2
 KV5355
 KV5355.Superseded values are not recommended for survey control.
 KV5355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5355.See file dsdata.txt to determine how the superseded data were derived.
 KV5355
 KV5355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5554276335(NAD 83)
 KV5355_MARKER: DS = TRIANGULATION STATION DISK
 KV5355_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV5355_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5355
 KV5355  HISTORY     - Date     Condition        Report By
 KV5355  HISTORY     - 1934     MONUMENTED       CGS
 KV5355  HISTORY     - 1974     MARK NOT FOUND   NGS
 KV5355
 KV5355                          STATION DESCRIPTION
 KV5355
 KV5355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5355'STATION IS LOCATED ON THE E SIDE OF THE S RIVER AT OLD BRIDGE ON
 KV5355'THE PROPERTY OF PARAGON BRICK COMPANY ON THE HIGHEST POINT OF
 KV5355'DENSELY WOODED HILL 300 METERS DUE E OF THE PLANT.
 KV5355'
 KV5355'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN THE
 KV5355'TOP OF A TILE.
 KV5355'
 KV5355'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 KV5355'
 KV5355'REFERENCE MARK NO.1 IS E OF STATION ON THE HILLTOP AMONG BRUSH
 KV5355'AND TREES.
 KV5355'
 KV5355'REFERENCE MARK NO.2 IS W OF STATION JUST BELOW HIGHEST POINT
 KV5355'OF HILL AND AMONG TREES AND BRUSH.
 KV5355'
 KV5355'REACHED FROM OLD BRIDGE AS FOLLOWS--FOLLOW HIGHWAY TO S AMBOY
 KV5355'NE FOR 1.2 MILES TO DIRT ROAD LEADING W, FOLLOW 0.5 MILE TO
 KV5355'PARAGON BRICK WORKS.  TAKE PATH LEADING TO TOP OF HILL AND
 KV5355'STATION.  A TRUCK CAN BE TAKEN DIRECT TO STATION AS
 KV5355'FOLLOWS--FOLLOW S AMBOY HIGHWAY 1.5 MILES TO THIRD DIRT ROAD
 KV5355'LEADING W (JUST BEYOND CONCRETE CULVERT) FOLLOW THIS DIRT ROAD
 KV5355'THROUGH WOODS TO POINT WHERE IT BRANCHES, TAKE SW (LEFT) FORK,
 KV5355'THIS LEADS UP SIDE OF HILL (SCENE OF RECENT LOGGING
 KV5355'OPERATIONS).  ROAD ENDS ON THE HILL BUT A TRUCK MAY BE TAKEN
 KV5355'TO STATION BY CLEARING SMALL TREES AND UNDERBRUSH.
 KV5355'
 KV5355'A 45-FOOT SIGNAL WAS NECESSARY TO SEE ALL STATIONS.
 KV5355
 KV5355                          STATION RECOVERY (1974)
 KV5355
 KV5355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KV5355'THE ENTIRE HILL WHICH THE STATION WAS LOCATED ON, IS BEING CUT
 KV5355'AWAY BY A SAND AND GRAVEL PIT.  THE PART OF THE HILL WHICH THE
 KV5355'STATION WAS LOCATED ON HAS BEEN CUT AWAY.  NO MARKS WERE FOUND
 KV5355'AND IT IS BELIEVED ALL MARKS WERE DESTROYED.
 KV5355'
 KV5355'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5355'AT OLD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6859 ***********************************************************************
 KV6859  DESIGNATION -  PARAMUS 1
 KV6859  PID         -  KV6859
 KV6859  STATE/COUNTY-  NJ/BERGEN
 KV6859  USGS QUAD   -  HACKENSACK (1997)
 KV6859
 KV6859                         *CURRENT SURVEY CONTROL
 KV6859  ___________________________________________________________________
 KV6859* NAD 83(1996)-  40 57 16.39660(N)    074 03 57.72249(W)     ADJUSTED  
 KV6859* NAVD 88     -        15.7    (meters)      52.     (feet)  GPS OBS   
 KV6859  ___________________________________________________________________
 KV6859  X           -   1,324,298.719 (meters)                     COMP
 KV6859  Y           -  -4,638,548.403 (meters)                     COMP
 KV6859  Z           -   4,158,602.343 (meters)                     COMP
 KV6859  LAPLACE CORR-           6.79  (seconds)                    DEFLEC99
 KV6859  ELLIP HEIGHT-         -16.21  (meters)          (10/23/02) GPS OBS
 KV6859  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KV6859
 KV6859  HORZ ORDER  -  FIRST
 KV6859  ELLP ORDER  -  FOURTH    CLASS I
 KV6859
 KV6859.The horizontal coordinates were established by GPS observations
 KV6859.and adjusted by the National Geodetic Survey in May 1999..
 KV6859
 KV6859.The orthometric height was determined by GPS observations and a
 KV6859.high-resolution geoid model.
 KV6859
 KV6859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6859
 KV6859.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6859
 KV6859.The ellipsoidal height was determined by GPS observations
 KV6859.and is referenced to NAD 83.
 KV6859
 KV6859.The geoid height was determined by GEOID03.
 KV6859
 KV6859;                    North         East     Units Scale Factor Converg.
 KV6859;SPC NJ       -   235,591.888   186,533.271   MT  0.99991642   +0 17 04.0
 KV6859;SPC NJ       -   772,937.72    611,984.57   sFT  0.99991642   +0 17 04.0
 KV6859;UTM  18      - 4,534,132.147   578,602.392   MT  0.99967604   +0 36 44.0
 KV6859
 KV6859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6859!SPC NJ       -   1.00000254  x   0.99991642  =   0.99991896
 KV6859!UTM  18      -   1.00000254  x   0.99967604  =   0.99967858
 KV6859
 KV6859:                Primary Azimuth Mark                     Grid Az
 KV6859:SPC NJ       -  PARAMUS 2                                359 01 09.9
 KV6859:UTM  18      -  PARAMUS 2                                358 41 29.9
 KV6859
 KV6859|---------------------------------------------------------------------|
 KV6859| PID    Reference Object                     Distance      Geod. Az  |
 KV6859|                                                           dddmmss.s |
 KV6859| KV6860 PARAMUS 2                           APPROX. 0.8 KM 3591813.9 |
 KV6859|---------------------------------------------------------------------|
 KV6859
 KV6859                          SUPERSEDED SURVEY CONTROL
 KV6859
 KV6859  ELLIP H (05/14/99)  -16.20   (m)                       GP(       ) 4 1
 KV6859  NAD 83(1996)-  40 57 16.39655(N)    074 03 57.72253(W) AD(       ) 1
 KV6859  NAD 83(1996)-  40 57 16.39624(N)    074 03 57.72315(W) AD(       ) 1
 KV6859  NAD 83(1992)-  40 57 16.39272(N)    074 03 57.72467(W) AD(       ) 1
 KV6859  NAD 83(1986)-  40 57 16.39577(N)    074 03 57.72398(W) AD(       ) 1
 KV6859
 KV6859.Superseded values are not recommended for survey control.
 KV6859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6859.See file dsdata.txt to determine how the superseded data were derived.
 KV6859
 KV6859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7860234132(NAD 83)
 KV6859_MARKER: DD = SURVEY DISK
 KV6859_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV6859_SP_SET: CULVERT HEADWALL
 KV6859_STAMPING: PARAMUS 1
 KV6859_MARK LOGO: NJHA  
 KV6859_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6859+STABILITY: SURFACE MOTION
 KV6859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6859+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1992
 KV6859
 KV6859  HISTORY     - Date     Condition        Report By
 KV6859  HISTORY     - 1991     MONUMENTED       NJDT
 KV6859  HISTORY     - 19920422 GOOD             NJGS
 KV6859
 KV6859                          STATION DESCRIPTION
 KV6859
 KV6859'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6859'THE STATION IS LOCATED IN THE BOROUGH OF PARAMUS ON THE EAST SIDE OF
 KV6859'THE SOUTHBOUND LANES AT MILEPOINT 164.23, ON THE TOP OF A CULVERT
 KV6859'HEADWALL BETWEEN THE NORTHBOUND AND THE SOUTHBOUND ROADWAYS, ABOUT
 KV6859'0.7 MI (1.1 KM) SOUTH FROM THE INTERSECTION OF THE RIDGEWOOD AVENUE
 KV6859'BRIDGE AND THE GARDEN STATE PARKWAY AND DIRECTLY ACROSS THE
 KV6859'SOUTHBOUND LANES FROM THE SEARS DEPARTMENT STORE IN THE PARAMUS PARK
 KV6859'MALL.  THE STATION IS 3.5 M (11.5 FT) EAST FROM THE FACE OF THE EAST
 KV6859'GUIDERAIL ALONG THE EAST EDGE OF THE SOUTHBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6860 ***********************************************************************
 KV6860  DESIGNATION -  PARAMUS 2
 KV6860  PID         -  KV6860
 KV6860  STATE/COUNTY-  NJ/BERGEN
 KV6860  USGS QUAD   -  HACKENSACK (1997)
 KV6860
 KV6860                         *CURRENT SURVEY CONTROL
 KV6860  ___________________________________________________________________
 KV6860* NAD 83(1996)-  40 57 42.83886(N)    074 03 58.14633(W)     ADJUSTED  
 KV6860* NAVD 88     -        17.8    (meters)      58.     (feet)  GPS OBS   
 KV6860  ___________________________________________________________________
 KV6860  X           -   1,324,142.842 (meters)                     COMP
 KV6860  Y           -  -4,638,038.522 (meters)                     COMP
 KV6860  Z           -   4,159,219.739 (meters)                     COMP
 KV6860  LAPLACE CORR-           6.74  (seconds)                    DEFLEC99
 KV6860  ELLIP HEIGHT-         -14.08  (meters)          (10/23/02) GPS OBS
 KV6860  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KV6860
 KV6860  HORZ ORDER  -  FIRST
 KV6860  ELLP ORDER  -  FOURTH    CLASS I
 KV6860
 KV6860.The horizontal coordinates were established by GPS observations
 KV6860.and adjusted by the National Geodetic Survey in May 1999..
 KV6860
 KV6860.The orthometric height was determined by GPS observations and a
 KV6860.high-resolution geoid model.
 KV6860
 KV6860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6860
 KV6860.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6860
 KV6860.The ellipsoidal height was determined by GPS observations
 KV6860.and is referenced to NAD 83.
 KV6860
 KV6860.The geoid height was determined by GEOID03.
 KV6860
 KV6860;                    North         East     Units Scale Factor Converg.
 KV6860;SPC NJ       -   236,407.453   186,519.311   MT  0.99991641   +0 17 03.9
 KV6860;SPC NJ       -   775,613.45    611,938.77   sFT  0.99991641   +0 17 03.9
 KV6860;UTM  18      - 4,534,947.423   578,583.771   MT  0.99967600   +0 36 44.0
 KV6860
 KV6860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6860!SPC NJ       -   1.00000221  x   0.99991641  =   0.99991862
 KV6860!UTM  18      -   1.00000221  x   0.99967600  =   0.99967821
 KV6860
 KV6860:                Primary Azimuth Mark                     Grid Az
 KV6860:SPC NJ       -  PARAMUS 1                                179 01 09.7
 KV6860:UTM  18      -  PARAMUS 1                                178 41 29.6
 KV6860
 KV6860|---------------------------------------------------------------------|
 KV6860| PID    Reference Object                     Distance      Geod. Az  |
 KV6860|                                                           dddmmss.s |
 KV6860| KV6859 PARAMUS 1                           APPROX. 0.8 KM 1791813.6 |
 KV6860|---------------------------------------------------------------------|
 KV6860
 KV6860                          SUPERSEDED SURVEY CONTROL
 KV6860
 KV6860  ELLIP H (05/14/99)  -14.07   (m)                       GP(       ) 4 1
 KV6860  NAD 83(1996)-  40 57 42.83883(N)    074 03 58.14635(W) AD(       ) 1
 KV6860  NAD 83(1996)-  40 57 42.83874(N)    074 03 58.14692(W) AD(       ) 1
 KV6860  NAD 83(1992)-  40 57 42.83534(N)    074 03 58.14840(W) AD(       ) 1
 KV6860  NAD 83(1986)-  40 57 42.83835(N)    074 03 58.14764(W) AD(       ) 1
 KV6860
 KV6860.Superseded values are not recommended for survey control.
 KV6860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6860.See file dsdata.txt to determine how the superseded data were derived.
 KV6860
 KV6860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7858434947(NAD 83)
 KV6860_MARKER: DD = SURVEY DISK
 KV6860_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV6860_SP_SET: CULVERT WINGWALL
 KV6860_STAMPING: PARAMUS 2 1991
 KV6860_MARK LOGO: NJHA  
 KV6860_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6860+STABILITY: SURFACE MOTION
 KV6860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6860+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1992
 KV6860
 KV6860  HISTORY     - Date     Condition        Report By
 KV6860  HISTORY     - 1991     MONUMENTED       NJDT
 KV6860  HISTORY     - 19920422 GOOD             NJGS
 KV6860
 KV6860                          STATION DESCRIPTION
 KV6860
 KV6860'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6860'THE STATION IS LOCATED IN THE BOROUGH OF PARAMUS ON THE WEST SIDE OF
 KV6860'THE SOUTHBOUND LANES OF THE GARDEN STATE PARKWAY ON TOP OF A WINGWALL
 KV6860'OF A SMALL CULVERT IN THE GRASS MEDIAN AREA, JUST EAST OF MARGINAL
 KV6860'ROAD, AT MILEPOINT 164.75.  THE STATION IS 0.2 MI (0.3 KM) SOUTH FROM
 KV6860'THE INTERSECTION OF THE RIDGEWOOD AVENUE BRIDGE AND THE GARDEN STATE
 KV6860'PARKWAY.  THE STATION IS 22.2 M (72.8 FT) WEST FROM WHITE PAINT LINE
 KV6860'AT THE EDGE OF THE SOUTHBOUND LANES, 14.0 M (45.9 FT) EAST NORTHEAST
 KV6860'FROM THE EAST EDGE OF PAVING OF MARGINAL ROAD, 21.3 M (69.9 FT)
 KV6860'NORTHEAST FROM GUY POLE NUMBER 64611 PRS ON THE EAST SIDE OF MARGINAL
 KV6860'ROAD AND 7.9 M (25.9 FT) NORTHEAST FROM AN INLET SET FLUSH IN THE
 KV6860'MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3934 ***********************************************************************
 KV3934  DESIGNATION -  PARK
 KV3934  PID         -  KV3934
 KV3934  STATE/COUNTY-  NJ/BERGEN
 KV3934  USGS QUAD   -  WEEHAWKEN (1995)
 KV3934
 KV3934                         *CURRENT SURVEY CONTROL
 KV3934  ___________________________________________________________________
 KV3934* NAD 83(1996)-  40 51 24.32341(N)    074 01 44.41237(W)     ADJUSTED  
 KV3934* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV3934  ___________________________________________________________________
 KV3934  LAPLACE CORR-           7.74  (seconds)                    DEFLEC99
 KV3934  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KV3934
 KV3934  HORZ ORDER  -  THIRD
 KV3934
 KV3934.The horizontal coordinates were established by classical geodetic methods
 KV3934.and adjusted by the National Geodetic Survey in September 1999..
 KV3934
 KV3934.The orthometric height was scaled from a topographic map.
 KV3934
 KV3934.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3934
 KV3934.The geoid height was determined by GEOID03.
 KV3934
 KV3934;                    North         East     Units Scale Factor Converg.
 KV3934;SPC NJ       -   224,748.374   189,709.145   MT  0.99991940   +0 18 29.2
 KV3934;SPC NJ       -   737,361.96    622,404.09   sFT  0.99991940   +0 18 29.2
 KV3934;SPC NY L     -    76,632.472   297,554.528   MT  0.99999491   -0 01 08.3
 KV3934;SPC NY L     -   251,418.37    976,226.81   sFT  0.99999491   -0 01 08.3
 KV3934;UTM  18      - 4,523,309.544   581,839.410   MT  0.99968244   +0 38 06.8
 KV3934
 KV3934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3934!SPC NJ       -   1.00000457  x   0.99991940  =   0.99992397
 KV3934!SPC NY L     -   1.00000457  x   0.99999491  =   0.99999948
 KV3934!UTM  18      -   1.00000457  x   0.99968244  =   0.99968700
 KV3934
 KV3934|---------------------------------------------------------------------|
 KV3934| PID    Reference Object                     Distance      Geod. Az  |
 KV3934|                                                           dddmmss.s |
 KV3934| CB5421 PARK RM 2                                          08543     |
 KV3934| KV3933 RIDGEFIELD PARK BELL TOWER          376.109 METERS 10110     |
 KV3934| KV4030 EAST RIDGEFIELD BOATHOUSE USE       472.916 METERS 1701240.1 |
 KV3934| KV3988 W RIDGEFIELD BOATHOUSE              494.867 METERS 1860201.8 |
 KV3934| KV4025 RIDGE                               165.507 METERS 24104     |
 KV3934| KV3940 SAND                                487.136 METERS 3082911.8 |
 KV3934| KV3939 FILL                                416.532 METERS 3221805.0 |
 KV3934| CB5420 PARK RM 1                                          34154     |
 KV3934|---------------------------------------------------------------------|
 KV3934
 KV3934                          SUPERSEDED SURVEY CONTROL
 KV3934
 KV3934  NAD 83(1996)-  40 51 24.32325(N)    074 01 44.41247(W) AD(       ) 3
 KV3934  NAD 83(1996)-  40 51 24.32213(N)    074 01 44.41389(W) AD(       ) 3
 KV3934  NAD 83(1992)-  40 51 24.32022(N)    074 01 44.41468(W) AD(       ) 3
 KV3934  NAD 83(1986)-  40 51 24.32779(N)    074 01 44.40985(W) AD(       ) 3
 KV3934  NAD 27      -  40 51 23.96800(N)    074 01 45.91200(W) AD(       ) 3
 KV3934
 KV3934.Superseded values are not recommended for survey control.
 KV3934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3934.See file dsdata.txt to determine how the superseded data were derived.
 KV3934
 KV3934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8183923310(NAD 83)
 KV3934_MARKER: DS = TRIANGULATION STATION DISK
 KV3934_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV3934_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV3934
 KV3934  HISTORY     - Date     Condition        Report By
 KV3934  HISTORY     - 1914     MONUMENTED       CGS
 KV3934
 KV3934                          STATION DESCRIPTION
 KV3934
 KV3934'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV3934'STATION IS ON THE E SIDE OF THE HACKENSACK RIVER, JUST BELOW
 KV3934'RIDGEFIELD STATION OF THE NEW YORK, SUSQUEHANNA AND WESTERN
 KV3934'RAILROAD, 1.161 METERS (3.81 FEET) FROM THE E RAIL OF A SIDE
 KV3934'TRACK, ABOUT 3 METERS (9.84 FEET) FROM HIGH-WATER LINE, AND ABOUT
 KV3934'3/5 MILE ABOVE THE BERGEN TURNPIKE BRIDGE.  THE STATION IS MARKED
 KV3934'BY A STANDARD DISK CEMENTED IN THE TOP OF A 4-INCH TILE PIPE
 KV3934'PROJECTING 2 INCHES ABOVE THE GROUND.  THE SUBSURFACE MARK IS A
 KV3934'BURIED BOTTLE.  TWO REFERENCE MARKS, EACH COPPER NAIL SET IN
 KV3934'CEMENT IN A 3-INCH TILE PIPE, ARE PLACED RESPECTIVELY 17.044
 KV3934'METERS (55.92 FEET) N 6 DEG W 17.413 METERS (57.13 FEET) S
 KV3934'85 DEG E FROM THE STATION.  THE FIRST IS ON THE N SIDE OF THE
 KV3934'DOCK ABOUT 2 METERS (7 FEET) FROM HIGH-WATER LINE.  THE OTHER IS
 KV3934'ABOUT 8 METERS (26 FEET) FROM HIGH-WATER LINE AND NEAR A
 KV3934'CLUMP OF TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4733 ***********************************************************************
 KV4733  DESIGNATION -  PARK
 KV4733  PID         -  KV4733
 KV4733  STATE/COUNTY-  NJ/HUDSON
 KV4733  USGS QUAD   -  ELIZABETH (1995)
 KV4733
 KV4733                         *CURRENT SURVEY CONTROL
 KV4733  ___________________________________________________________________
 KV4733* NAD 83(1996)-  40 39 47.24882(N)    074 07 49.77730(W)     ADJUSTED  
 KV4733* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 KV4733  ___________________________________________________________________
 KV4733  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 KV4733  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KV4733
 KV4733  HORZ ORDER  -  THIRD
 KV4733
 KV4733.The horizontal coordinates were established by classical geodetic methods
 KV4733.and adjusted by the National Geodetic Survey in September 1999..
 KV4733
 KV4733.The orthometric height was scaled from a topographic map.
 KV4733
 KV4733.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4733
 KV4733.The geoid height was determined by GEOID03.
 KV4733
 KV4733;                    North         East     Units Scale Factor Converg.
 KV4733;SPC NJ       -   203,206.727   181,243.136   MT  0.99991201   +0 14 26.8
 KV4733;SPC NJ       -   666,687.40    594,628.52   sFT  0.99991201   +0 14 26.8
 KV4733;SPC NY L     -    55,137.686   288,965.182   MT  1.00000020   -0 05 07.3
 KV4733;SPC NY L     -   180,897.56    948,046.60   sFT  1.00000020   -0 05 07.3
 KV4733;UTM  18      - 4,501,725.216   573,498.296   MT  0.99966649   +0 33 59.8
 KV4733
 KV4733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4733!SPC NJ       -   1.00000385  x   0.99991201  =   0.99991586
 KV4733!SPC NY L     -   1.00000385  x   1.00000020  =   1.00000405
 KV4733!UTM  18      -   1.00000385  x   0.99966649  =   0.99967034
 KV4733
 KV4733:                Primary Azimuth Mark                     Grid Az
 KV4733:SPC NJ       -  BAYONNE LEOLASTIC WORKS CO TK            032 35 54.1
 KV4733:SPC NY L     -  BAYONNE LEOLASTIC WORKS CO TK            032 55 28.2
 KV4733:UTM  18      -  BAYONNE LEOLASTIC WORKS CO TK            032 16 21.1
 KV4733
 KV4733|---------------------------------------------------------------------|
 KV4733| PID    Reference Object                     Distance      Geod. Az  |
 KV4733|                                                           dddmmss.s |
 KV4733| KV4232 BAYONNE LEOLASTIC WORKS CO TK       APPROX. 1.5 KM 0325020.9 |
 KV4733| CB5996 HARBOR LINE RM 7                                   0544929.6 |
 KV4733| CB5419 PARK RM 1                            22.281 METERS 06527     |
 KV4733| KV4735 HARBOR LINE 1913 RM 6                80.685 METERS 18814     |
 KV4733| KV4727 ST PETER AND PAUL CATH CH           APPROX. 4.4 KM 2584117.9 |
 KV4733| KV4776 NEW CHIMNEY IN MARSH                APPROX. 5.6 KM 3374259.3 |
 KV4733| KV4673 BEACON                              APPROX. 0.9 KM 3395831.7 |
 KV4733|---------------------------------------------------------------------|
 KV4733
 KV4733                          SUPERSEDED SURVEY CONTROL
 KV4733
 KV4733  NAD 83(1996)-  40 39 47.24877(N)    074 07 49.77735(W) AD(       ) 3
 KV4733  NAD 83(1986)-  40 39 47.24760(N)    074 07 49.77785(W) AD(       ) 3
 KV4733  NAD 27      -  40 39 46.87800(N)    074 07 51.25800(W) AD(       ) 3
 KV4733
 KV4733.Superseded values are not recommended for survey control.
 KV4733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4733.See file dsdata.txt to determine how the superseded data were derived.
 KV4733
 KV4733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7349801725(NAD 83)
 KV4733_MARKER: DS = TRIANGULATION STATION DISK
 KV4733_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4733_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4733
 KV4733  HISTORY     - Date     Condition        Report By
 KV4733  HISTORY     - 1913     MONUMENTED       CGS
 KV4733  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4733
 KV4733                          STATION DESCRIPTION
 KV4733
 KV4733'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4733'ON THE E SIDE OF NEWARK BAY ON A POINT AT THE SOUTHERN
 KV4733'EXTREMITY OF BAYONNE CITY PARK, AND IN LINE WITH THE N SIDE OF
 KV4733'16TH STREET.  THE STATION IS 4 METERS BACK OF THE TOP OF THE
 KV4733'BANK, JUST E OF THE OUTLET OF THE 16TH STREET SEWER AND 40
 KV4733'METERS N OF THE HOUSE OF THE VOLUNTEER LIFE SAVING CORPS.  IT
 KV4733'IS MARKED BY A C. AND G.S. STANDARD BRASS DISK CEMENTED IN THE
 KV4733'TOP OF PIECE OF 3-INCH TILE PIPE AND SUNK TO GROUND LEVEL.  THE
 KV4733'SUBSURFACE MARK IS A BURIED BOTTLE SET IN CONCRETE.
 KV4733'
 KV4733'TWO REFERENCE MARKS EACH A NAIL IN CONCRETE CONTAINED IN A
 KV4733'3-INCH TILE PIPE AND SUNK TO GROUND LEVEL, ARE PLACED
 KV4733'RESPECTIVELY, 73.10 FEET N 78 DEG E AND 73.85 FEET S 53 DEG E
 KV4733'FROM THE STATION.
 KV4733
 KV4733                          STATION RECOVERY (1931)
 KV4733
 KV4733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4733'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU4059 ***********************************************************************
 KU4059  DESIGNATION -  PARK
 KU4059  PID         -  KU4059
 KU4059  STATE/COUNTY-  NJ/BERGEN
 KU4059  USGS QUAD   -  YONKERS (1979)
 KU4059
 KU4059                         *CURRENT SURVEY CONTROL
 KU4059  ___________________________________________________________________
 KU4059* NAD 83(1996)-  40 55 08.21449(N)    073 55 41.62324(W)     ADJUSTED  
 KU4059* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 KU4059  ___________________________________________________________________
 KU4059  LAPLACE CORR-           6.07  (seconds)                    DEFLEC99
 KU4059  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 KU4059
 KU4059  HORZ ORDER  -  SECOND
 KU4059
 KU4059.The horizontal coordinates were established by classical geodetic methods
 KU4059.and adjusted by the National Geodetic Survey in September 1999..
 KU4059
 KU4059.The orthometric height was scaled from a topographic map.
 KU4059
 KU4059.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4059
 KU4059.The geoid height was determined by GEOID03.
 KU4059
 KU4059;                    North         East     Units Scale Factor Converg.
 KU4059;SPC NJ       -   231,704.838   198,160.267   MT  0.99992854   +0 22 28.2
 KU4059;SPC NJ       -   760,184.96    650,130.81   sFT  0.99992854   +0 22 28.2
 KU4059;SPC NY L     -    83,541.037   306,045.857   MT  0.99999562   +0 02 49.0
 KU4059;SPC NY L     -   274,084.22  1,004,085.45   sFT  0.99999562   +0 02 49.0
 KU4059;SPC NY E     -   231,704.838   198,160.267   MT  0.99992854   +0 22 28.2
 KU4059;SPC NY E     -   760,184.96    650,130.81   sFT  0.99992854   +0 22 28.2
 KU4059;UTM  18      - 4,530,312.545   590,248.696   MT  0.99970025   +0 42 07.4
 KU4059
 KU4059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4059!SPC NJ       -   0.99998819  x   0.99992854  =   0.99991673
 KU4059!SPC NY L     -   0.99998819  x   0.99999562  =   0.99998381
 KU4059!SPC NY E     -   0.99998819  x   0.99992854  =   0.99991673
 KU4059!UTM  18      -   0.99998819  x   0.99970025  =   0.99968844
 KU4059
 KU4059:                Primary Azimuth Mark                     Grid Az
 KU4059:SPC NJ       -  SQUARE CUPOLA S OF STA ALPINE            009 10 21.4
 KU4059:SPC NY L     -  SQUARE CUPOLA S OF STA ALPINE            009 30 00.6
 KU4059:SPC NY E     -  SQUARE CUPOLA S OF STA ALPINE            009 10 21.4
 KU4059:UTM  18      -  SQUARE CUPOLA S OF STA ALPINE            008 50 42.2
 KU4059
 KU4059|---------------------------------------------------------------------|
 KU4059| PID    Reference Object                     Distance      Geod. Az  |
 KU4059|                                                           dddmmss.s |
 KU4059| KU4056 SQUARE CUPOLA S OF STA ALPINE       APPROX. 2.3 KM 0093249.6 |
 KU4059| KU4113 YONKERS OTIS ELEVATOR CO TANK       APPROX. 3.4 KM 0461423.7 |
 KU4059| KU4111 YONKERS ALEXANDER SMITH CO STK      APPROX. 3.5 KM 0573756.3 |
 KU4059| KU4095 ST VINCENT CHURCH STEEPLE           APPROX. 1.7 KM 1094907.5 |
 KU4059| KU4098 MT ST VINCENT SCH HOUSE CUPOLA      APPROX. 1.9 KM 1223351.2 |
 KU4059| KU4096 S YONKERS VISIT MONASTERY CUP       APPROX. 2.2 KM 1313129.2 |
 KU4059| KU4094 JOINT HSE FLAGPOLE YONKERS          APPROX. 2.3 KM 1402454.1 |
 KU4059| CB7234 PARK RM 1                            10.840 METERS 27002     |
 KU4059| CB7235 PARK RM 2                            19.450 METERS 32512     |
 KU4059|---------------------------------------------------------------------|
 KU4059
 KU4059                          SUPERSEDED SURVEY CONTROL
 KU4059
 KU4059  NAD 83(1996)-  40 55 08.21449(N)    073 55 41.62323(W) AD(       ) 2
 KU4059  NAD 83(1996)-  40 55 08.21495(N)    073 55 41.62394(W) AD(       ) 2
 KU4059  NAD 83(1992)-  40 55 08.21325(N)    073 55 41.62470(W) AD(       ) 2
 KU4059  NAD 83(1986)-  40 55 08.21732(N)    073 55 41.62143(W) AD(       ) 2
 KU4059  NAD 27      -  40 55 07.85800(N)    073 55 43.13500(W) AD(       ) 2
 KU4059
 KU4059.Superseded values are not recommended for survey control.
 KU4059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4059.See file dsdata.txt to determine how the superseded data were derived.
 KU4059
 KU4059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9024930313(NAD 83)
 KU4059_MARKER: DS = TRIANGULATION STATION DISK
 KU4059_SETTING: 66 = SET IN ROCK OUTCROP
 KU4059
 KU4059  HISTORY     - Date     Condition        Report By
 KU4059  HISTORY     - 1930     MONUMENTED       CGS
 KU4059  HISTORY     - 19920227 MARK NOT FOUND   NJGS
 KU4059
 KU4059                          STATION DESCRIPTION
 KU4059
 KU4059'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 KU4059'ON THE BROW OF THE PALISADES, 3.1 MILES N ALONG THE SYLVAN
 KU4059'BOULEVARD FROM ROAD LEADING TO ENGLEWOOD FERRY OR 2.1 MILES FROM
 KU4059'ROAD LEADING TO YONKERS FERRY, IN THE PALISADES INTERSTATE PARK,
 KU4059'100 METERS S OF RAINBOW FALLS, OVER WHICH A CONCRETE ARCH BRIDGE
 KU4059'HAS BEEN BUILT, MIDWAY DOWN THE CLIFF.  STATION IS ABOUT 15 METERS
 KU4059'E OF A PATH ALONG TOP OF CLIFF.
 KU4059'
 KU4059'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN A
 KU4059'DRILL HOLE IN OUTCROPPING BEDROCK.
 KU4059'
 KU4059'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.5 METERS.
 KU4059
 KU4059                          STATION RECOVERY (1992)
 KU4059
 KU4059'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KU4059'THE STATION SITE IS LOCATED IN THE BOROUGH OF TENAFLY ON THE GROUNDS
 KU4059'OF THE GREENBROOK SANCTUARY, NANCY SLOVIK, SUPERINTENDENT.  REFERENCE
 KU4059'MARK 1 WAS RECOVERED AT THIS TIME.  STATION SITE WAS VISITED AND NO
 KU4059'DISK FOUND, EXCEPT FOR A DRILL HOLE IN THE APPROXIMATE LOCATION OF THE
 KU4059'STATION.  NO MEASUREMENTS WERE MADE TO VERIFY THE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU3896 ***********************************************************************
 KU3896  DESIGNATION -  PARK 1932
 KU3896  PID         -  KU3896
 KU3896  STATE/COUNTY-  NJ/BERGEN
 KU3896  USGS QUAD   -  CENTRAL PARK (1979)
 KU3896
 KU3896                         *CURRENT SURVEY CONTROL
 KU3896  ___________________________________________________________________
 KU3896* NAD 83(1996)-  40 49 50.69861(N)    073 59 09.11681(W)     ADJUSTED  
 KU3896* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 KU3896  ___________________________________________________________________
 KU3896  LAPLACE CORR-           6.63  (seconds)                    DEFLEC99
 KU3896  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 KU3896
 KU3896  HORZ ORDER  -  SECOND
 KU3896
 KU3896.The horizontal coordinates were established by classical geodetic methods
 KU3896.and adjusted by the National Geodetic Survey in September 1999..
 KU3896
 KU3896.The orthometric height was scaled from a topographic map.
 KU3896
 KU3896.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3896
 KU3896.The geoid height was determined by GEOID03.
 KU3896
 KU3896;                    North         East     Units Scale Factor Converg.
 KU3896;SPC NJ       -   221,881.011   193,362.989   MT  0.99992314   +0 20 10.2
 KU3896;SPC NJ       -   727,954.62    634,391.74   sFT  0.99992314   +0 20 10.2
 KU3896;SPC NY L     -    73,744.090   301,192.216   MT  0.99999496   +0 00 33.3
 KU3896;SPC NY L     -   241,942.07    988,161.46   sFT  0.99999496   +0 00 33.3
 KU3896;UTM  18      - 4,520,463.752   585,508.699   MT  0.99968999   +0 39 47.2
 KU3896
 KU3896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3896!SPC NJ       -   0.99999137  x   0.99992314  =   0.99991451
 KU3896!SPC NY L     -   0.99999137  x   0.99999496  =   0.99998633
 KU3896!UTM  18      -   0.99999137  x   0.99968999  =   0.99968136
 KU3896
 KU3896:                Primary Azimuth Mark                     Grid Az
 KU3896:SPC NJ       -  ELECTRIC                                 097 39 41.6
 KU3896:SPC NY L     -  ELECTRIC                                 097 59 18.5
 KU3896:UTM  18      -  ELECTRIC                                 097 20 04.6
 KU3896
 KU3896|---------------------------------------------------------------------|
 KU3896| PID    Reference Object                     Distance      Geod. Az  |
 KU3896|                                                           dddmmss.s |
 KU3896| KU3946 ELECTRIC                            APPROX. 3.2 KM 0975951.8 |
 KU3896|---------------------------------------------------------------------|
 KU3896
 KU3896                          SUPERSEDED SURVEY CONTROL
 KU3896
 KU3896  NAD 83(1996)-  40 49 50.69860(N)    073 59 09.11690(W) AD(       ) 2
 KU3896  NAD 83(1996)-  40 49 50.69832(N)    073 59 09.11848(W) AD(       ) 2
 KU3896  NAD 83(1992)-  40 49 50.69682(N)    073 59 09.11912(W) AD(       ) 2
 KU3896  NAD 83(1986)-  40 49 50.70297(N)    073 59 09.11552(W) AD(       ) 2
 KU3896  NAD 27      -  40 49 50.33600(N)    073 59 10.61800(W) AD(       ) 2
 KU3896
 KU3896.Superseded values are not recommended for survey control.
 KU3896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3896.See file dsdata.txt to determine how the superseded data were derived.
 KU3896
 KU3896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8550920464(NAD 83)
 KU3896_MARKER: DS = TRIANGULATION STATION DISK
 KU3896_SETTING: 0 = UNSPECIFIED SETTING
 KU3896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3896
 KU3896  HISTORY     - Date     Condition        Report By
 KU3896  HISTORY     - 1932     MONUMENTED       CGS
 KU3896
 KU3896                          STATION DESCRIPTION
 KU3896
 KU3896'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KU3896'THIS STATION IS E OF THE HACKENSACK RIVER, IN CLIFFSIDE PARK ON
 KU3896'THE NW CORNER OF ANDERSON AND PLEASANT AVENUES ATOP THE SMALL
 KU3896'PENTHOUSE ON THE S SIDE OF THE 5-STORY, RED-BRICK, APARTMENT
 KU3896'HOUSE AT 755 ANDERSON AVENUE.  THE STATION IS NEAR THE CENTER OF
 KU3896'THIS COPPER-ROOFED PENTHOUSE OVER THE ELEVATOR SHAFT AND STAIR WELL.
 KU3896'
 KU3896'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK STAMPED
 KU3896'PARK-1932 WHICH IS FASTENED INTO A DRILL HOLE IN THE COPPER
 KU3896'SHEATHED WOODEN ROOF.  NO REFERENCE MARKS WERE PLACED.  REFERENCE
 KU3896'MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KU3896'
 KU3896'NORMAL TO NEAR SIDE OF N GUTTER 1.203 METERS
 KU3896'
 KU3896'NORMAL TO NEAR SIDE OF S BRICK WALL 1.295 METERS
 KU3896'
 KU3896'TO NW CORNER OF E SKYLIGHT 1.180 METERS
 KU3896'
 KU3896'TO SW CORNER OF E SKYLIGHT 1.291 METERS
 KU3896'
 KU3896'TO NE CORNER OF W SKYLIGHT 1.273 METERS
 KU3896'
 KU3896'TO SE CORNER OF W SKYLIGHT 1.188 METERS
 KU3896'
 KU3896'THERE IS AMPLE ROOM AND FAIR FOOTING FOR CENTRAL TRIPOD SET-UPS.
 KU3896'LEAD-BLOCK FOOTINGS ARE RECOMMENDED TO PROHIBIT LEG-SLIP ON THE
 KU3896'COPPER-SHEATHED ROOF.  THE UNSTABLE WOODEN ROOF NECESSITATES AN
 KU3896'OBSERVERS PLATFORM.
 KU3896'
 KU3896'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2597 ***********************************************************************
 JU2597  DESIGNATION -  PARK 1935
 JU2597  PID         -  JU2597
 JU2597  STATE/COUNTY-  NJ/OCEAN
 JU2597  USGS QUAD   -  SEASIDE PARK (1989)
 JU2597
 JU2597                         *CURRENT SURVEY CONTROL
 JU2597  ___________________________________________________________________
 JU2597* NAD 83(1996)-  39 56 53.03801(N)    074 06 55.19033(W)     ADJUSTED  
 JU2597* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU2597  ___________________________________________________________________
 JU2597  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 JU2597  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JU2597
 JU2597  HORZ ORDER  -  THIRD
 JU2597
 JU2597.The horizontal coordinates were established by classical geodetic methods
 JU2597.and adjusted by the National Geodetic Survey in September 1999..
 JU2597
 JU2597.The orthometric height was scaled from a topographic map.
 JU2597
 JU2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2597
 JU2597.The geoid height was determined by GEOID03.
 JU2597
 JU2597;                    North         East     Units Scale Factor Converg.
 JU2597;SPC NJ       -   123,819.400   182,870.028   MT  0.99991330   +0 14 49.2
 JU2597;SPC NJ       -   406,230.81    599,966.08   sFT  0.99991330   +0 14 49.2
 JU2597;UTM  18      - 4,422,367.728   575,572.821   MT  0.99967031   +0 34 05.0
 JU2597
 JU2597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2597!SPC NJ       -   1.00000524  x   0.99991330  =   0.99991854
 JU2597!UTM  18      -   1.00000524  x   0.99967031  =   0.99967555
 JU2597
 JU2597                          SUPERSEDED SURVEY CONTROL
 JU2597
 JU2597  NAD 83(1986)-  39 56 53.03258(N)    074 06 55.18641(W) AD(       ) 3
 JU2597  NAD 27      -  39 56 52.60400(N)    074 06 56.69600(W) AD(       ) 3
 JU2597
 JU2597.Superseded values are not recommended for survey control.
 JU2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2597.See file dsdata.txt to determine how the superseded data were derived.
 JU2597
 JU2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7557322368(NAD 83)
 JU2597_MARKER: I = METAL ROD
 JU2597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2597_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU2597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2597+STABILITY: SURFACE MOTION
 JU2597
 JU2597  HISTORY     - Date     Condition        Report By
 JU2597  HISTORY     - 1935     MONUMENTED       NJBCN
 JU2597  HISTORY     - 1951     MARK NOT FOUND   CGS
 JU2597  HISTORY     - 1954     MARK NOT FOUND   NJDCED
 JU2597  HISTORY     - 1962     MARK NOT FOUND   CGS
 JU2597  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 JU2597
 JU2597                          STATION DESCRIPTION
 JU2597
 JU2597'DESCRIBED BY NJ BOARD OF COMMERCE 1935 (JCS)
 JU2597'STATION WAS ESTABLISHED AND MARKED BY THE BUREAU OF COMMERCE AND
 JU2597'NAVIGATION OF THE STATE OF NEW JERSEY.  IT WAS RECOVERED, LOCATED
 JU2597'AND DESCRIBED BY R.C. BOLSTEAD IN 1934 AS A TOPOGRAPHIC
 JU2597'STATION.  IT WAS RELOCATED BY THIS PARTY AS AN INTERSECTION
 JU2597'TRIANGULATION STATION.  THE STATION IS LOCATED ON THE W SIDE OF
 JU2597'BARNEGAT BAY AT THE N BANK OF THE MOUTH OF TOMS RIVER.  IT IS
 JU2597'150 METERS S OF THE W END OF THE HIGHWAY NO.37 BRIDGE ACROSS THE
 JU2597'BAY AND IS 22 METERS W OF THE GRASS LINE OF THE BAY.  IT IS IN
 JU2597'BACK OF THE PROPERTY KNOWN AS HYRES INN.  IT IS MARKED BY AN IRON
 JU2597'PIPE PROJECTING 2 INCHES ABOVE THE SURFACE OF A 10- BY
 JU2597'10-INCH CONCRETE MONUMENT IN WHICH THE LETTERS PARK 1930 C. AND
 JU2597'N. N.J. ARE INSCRIBED.  THERE ARE NO REFERENCE MARKS.
 JU2597'
 JU2597'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 JU2597
 JU2597                          STATION RECOVERY (1951)
 JU2597
 JU2597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2597'STATION NOT RECOVERED AFTER A THIRTY-MINUTE SEARCH BY A THREE-MAN
 JU2597'PARTY.  STATION IS BELIEVED TO HAVE BEEN DESTROYED BY A CANAL
 JU2597'WHICH HAS BEEN CUT TO A YACHT BASIN AT THE STATION SITE.
 JU2597
 JU2597                          STATION RECOVERY (1954)
 JU2597
 JU2597'RECOVERY NOTE BY NJ CONS AND ECON DEV 1954
 JU2597'STATION NOT FOUND.  PROPERTY IMPROVEMENTS IN THIS AREA MAKE IT
 JU2597'DIFFICULT TO RECOVER THIS STATION.
 JU2597
 JU2597                          STATION RECOVERY (1962)
 JU2597
 JU2597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2597'NOT RECOVERED.  BULKHEADS, DEEP FILL AND DUG WATERWAYS COVER THE
 JU2597'ENTIRE AREA.
 JU2597
 JU2597                          STATION RECOVERY (1995)
 JU2597
 JU2597'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2711 ***********************************************************************
 JU2711  DESIGNATION -  PARKER
 JU2711  PID         -  JU2711
 JU2711  STATE/COUNTY-  NJ/OCEAN
 JU2711  USGS QUAD   -  TUCKERTON (1995)
 JU2711
 JU2711                         *CURRENT SURVEY CONTROL
 JU2711  ___________________________________________________________________
 JU2711* NAD 83(1996)-  39 36 30.85244(N)    074 17 29.64806(W)     ADJUSTED  
 JU2711* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2711  ___________________________________________________________________
 JU2711  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 JU2711  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JU2711
 JU2711  HORZ ORDER  -  THIRD
 JU2711
 JU2711.The horizontal coordinates were established by classical geodetic methods
 JU2711.and adjusted by the National Geodetic Survey in September 1999..
 JU2711
 JU2711.The orthometric height was scaled from a topographic map.
 JU2711
 JU2711.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2711
 JU2711.The geoid height was determined by GEOID03.
 JU2711
 JU2711;                    North         East     Units Scale Factor Converg.
 JU2711;SPC NJ       -    86,078.708   167,898.164   MT  0.99990394   +0 07 58.4
 JU2711;SPC NJ       -   282,409.89    550,845.89   sFT  0.99990394   +0 07 58.4
 JU2711;UTM  18      - 4,384,553.507   560,815.627   MT  0.99964553   +0 27 06.0
 JU2711
 JU2711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2711!SPC NJ       -   1.00000516  x   0.99990394  =   0.99990910
 JU2711!UTM  18      -   1.00000516  x   0.99964553  =   0.99965069
 JU2711
 JU2711|---------------------------------------------------------------------|
 JU2711| PID    Reference Object                     Distance      Geod. Az  |
 JU2711|                                                           dddmmss.s |
 JU2711| CB2812 PARKER RM 2                          17.432 METERS 03013     |
 JU2711| JU2712 JESSIE                              APPROX. 4.8 KM 2230415.9 |
 JU2711| CB2811 PARKER RM 1                          17.718 METERS 23050     |
 JU2711|---------------------------------------------------------------------|
 JU2711
 JU2711                          SUPERSEDED SURVEY CONTROL
 JU2711
 JU2711  NAD 83(1986)-  39 36 30.84257(N)    074 17 29.63966(W) AD(       ) 3
 JU2711  NAD 27      -  39 36 30.41300(N)    074 17 31.12700(W) AD(       ) 3
 JU2711
 JU2711.Superseded values are not recommended for survey control.
 JU2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2711.See file dsdata.txt to determine how the superseded data were derived.
 JU2711
 JU2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6081684554(NAD 83)
 JU2711_MARKER: DS = TRIANGULATION STATION DISK
 JU2711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2711
 JU2711  HISTORY     - Date     Condition        Report By
 JU2711  HISTORY     - 1935     MONUMENTED       CGS
 JU2711  HISTORY     - 1950     GOOD             CGS
 JU2711  HISTORY     - 1962     SEE DESCRIPTION  CGS
 JU2711
 JU2711                          STATION DESCRIPTION
 JU2711
 JU2711'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2711'BEGINNING AT THE N EDGE OF THE POND FORMED BY TUCKERTON CREEK,
 JU2711'PROCEED 2.05 MILES ON U.S. HIGHWAY 9 (N.J. 4) TURN RIGHT (E) AND
 JU2711'GO 0.3 MILE, BEAR RIGHT (S) AND GO 1.2 MILES TO END OF ROAD AND
 JU2711'SMALL OYSTER HOUSES AND DOCKS.  A SKIFF MAY BE BORROWED TO CROSS
 JU2711'PARKER RUN.  THE STATION IS LOCATED ON THE SOUTHERN BANK OF
 JU2711'PARKER RUN NEAR PARKER COVE.  THE STATION IS 35.4 METERS FROM
 JU2711'THE CREEK BANK AND 39.1 METERS FROM HWL OF PARKER COVE.
 JU2711'FLASHING BEACON ON POINT IS 63.7 METERS NE OF THE STATION.
 JU2711'
 JU2711'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2711'CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2711'
 JU2711'REFERENCE MARK NO.2 IS APPROXIMATELY ON RANGE WITH THE FLASHING
 JU2711'BEACON.  REFERENCE MARK NO.1 IS ON LINE BY EYE AND BETWEEN
 JU2711'TUCKERTON RADIO TOWER AND THE STATION MARK.  ALL MARKS WERE SET
 JU2711'ON 2X4 WOODEN PILES AND STANDARD DISKS WERE STAMPED PARKER 1935
 JU2711'WITH THE REFERENCE MARKS NUMBERED 1 AND 2 RESPECTIVELY.
 JU2711'
 JU2711'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 JU2711
 JU2711                          STATION RECOVERY (1950)
 JU2711
 JU2711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2711'THE STATION AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.  THE
 JU2711'ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.  R.M. 1 HAS BEEN
 JU2711'DESTROYED AND THE DISK REMOVED.  THE FLASHING BEACON IS NOW
 JU2711'147.2 FEET FROM THE STATION.
 JU2711
 JU2711                          STATION RECOVERY (1962)
 JU2711
 JU2711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2711'DESTROYED.  THE STATION MARK WAS PICKED UP LYING BESIDE THE
 JU2711'DECOMPOSED CONCRETE MONUMENT.  RM 1 WAS REPORTED DESTROYED IN
 JU2711'1950, RM 2 WAS NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5347 ***********************************************************************
 KV5347  DESIGNATION -  PARLIN HERCULES POWDER TOWER
 KV5347  PID         -  KV5347
 KV5347  STATE/COUNTY-  NJ/MIDDLESEX
 KV5347  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5347
 KV5347                         *CURRENT SURVEY CONTROL
 KV5347  ___________________________________________________________________
 KV5347* NAD 83(1996)-  40 27 04.70583(N)    074 20 23.41174(W)     ADJUSTED  
 KV5347* NAVD 88     -                                                        
 KV5347  ___________________________________________________________________
 KV5347  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 KV5347  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KV5347
 KV5347  HORZ ORDER  -  THIRD
 KV5347
 KV5347.The horizontal coordinates were established by classical geodetic methods
 KV5347.and adjusted by the National Geodetic Survey in September 1999..
 KV5347
 KV5347
 KV5347.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5347
 KV5347.The geoid height was determined by GEOID03.
 KV5347
 KV5347;                    North         East     Units Scale Factor Converg.
 KV5347;SPC NJ       -   179,634.401   163,585.149   MT  0.99990227   +0 06 14.1
 KV5347;SPC NJ       -   589,350.53    536,695.61   sFT  0.99990227   +0 06 14.1
 KV5347;UTM  18      - 4,478,059.099   555,978.814   MT  0.99963857   +0 25 42.0
 KV5347
 KV5347                          SUPERSEDED SURVEY CONTROL
 KV5347
 KV5347  NAD 83(1996)-  40 27 04.70498(N)    074 20 23.41256(W) AD(       ) 4
 KV5347  NAD 83(1986)-  40 27 04.70603(N)    074 20 23.41168(W) AD(       ) 4
 KV5347  NAD 27      -  40 27 04.32700(N)    074 20 24.88100(W) AD(       ) 3
 KV5347
 KV5347.Superseded values are not recommended for survey control.
 KV5347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5347.See file dsdata.txt to determine how the superseded data were derived.
 KV5347
 KV5347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5597978059(NAD 83)
 KV5347_MARKER: 56 = SKELETON TOWER
 KV5347
 KV5347  HISTORY     - Date     Condition        Report By
 KV5347  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5347  HISTORY     - 20010317 MARK NOT FOUND   PORANY
 KV5347
 KV5347                          STATION DESCRIPTION
 KV5347
 KV5347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5347'THIS STATION IS THE CENTER LINE OF TOP OF TALL OPEN STEEL TOWER
 KV5347'(EXPANSION VALVE - LARGEST IN WORLD) AT THE HERCULES POWDER
 KV5347'COMPANY PLANT AT PARLIN, NEW JERSEY.
 KV5347
 KV5347                          STATION RECOVERY (2001)
 KV5347
 KV5347'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV5347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5348 ***********************************************************************
 KV5348  DESIGNATION -  PARLIN HERCULES POWDER STACK
 KV5348  PID         -  KV5348
 KV5348  STATE/COUNTY-  NJ/MIDDLESEX
 KV5348  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5348
 KV5348                         *CURRENT SURVEY CONTROL
 KV5348  ___________________________________________________________________
 KV5348* NAD 83(1996)-  40 27 06.94752(N)    074 20 22.70071(W)     ADJUSTED  
 KV5348* NAVD 88     -                                                        
 KV5348  ___________________________________________________________________
 KV5348  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 KV5348  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KV5348
 KV5348  HORZ ORDER  -  THIRD
 KV5348
 KV5348.The horizontal coordinates were established by classical geodetic methods
 KV5348.and adjusted by the National Geodetic Survey in September 1999..
 KV5348
 KV5348
 KV5348.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5348
 KV5348.The geoid height was determined by GEOID03.
 KV5348
 KV5348;                    North         East     Units Scale Factor Converg.
 KV5348;SPC NJ       -   179,703.571   163,601.776   MT  0.99990228   +0 06 14.6
 KV5348;SPC NJ       -   589,577.47    536,750.16   sFT  0.99990228   +0 06 14.6
 KV5348;SPC NY L     -    31,732.920   271,188.542   MT  1.00001890   -0 13 19.7
 KV5348;SPC NY L     -   104,110.42    889,724.41   sFT  1.00001890   -0 13 19.7
 KV5348;UTM  18      - 4,478,128.343   555,995.045   MT  0.99963859   +0 25 42.5
 KV5348
 KV5348                          SUPERSEDED SURVEY CONTROL
 KV5348
 KV5348  NAD 83(1996)-  40 27 06.94661(N)    074 20 22.70146(W) AD(       ) 4
 KV5348  NAD 83(1986)-  40 27 06.94772(N)    074 20 22.70047(W) AD(       ) 4
 KV5348  NAD 27      -  40 27 06.57100(N)    074 20 24.17500(W) AD(       ) 3
 KV5348
 KV5348.Superseded values are not recommended for survey control.
 KV5348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5348.See file dsdata.txt to determine how the superseded data were derived.
 KV5348
 KV5348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5599578128(NAD 83)
 KV5348_MARKER: 63 = STACK
 KV5348
 KV5348  HISTORY     - Date     Condition        Report By
 KV5348  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5348  HISTORY     - 20010317 MARK NOT FOUND   PORANY
 KV5348
 KV5348                          STATION DESCRIPTION
 KV5348
 KV5348'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5348'THE TALL STACK, APPROXIMATELY 3 MILES SSW OF S AMBOY AND 2 MILES
 KV5348'S OF THE RARITAN RIVER, IN PARLIN, THE LARGEST AND TALLEST OF
 KV5348'3 IN THE PLANT OF THE HERCULES POWDER COMPANY, RISING FROM ONE
 KV5348'END OF THE IRREGULARLY-SHAPED POWER PLANT.  IT IS AN
 KV5348'ORDINARY-TYPE, BLACK, STEEL STACK.
 KV5348'
 KV5348'THE STATION IS THE STACK-TOP, APPROXIMATELY 200 FEET ABOVE GROUND.
 KV5348
 KV5348                          STATION RECOVERY (2001)
 KV5348
 KV5348'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV5348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5368 ***********************************************************************
 KV5368  DESIGNATION -  PARLIN HERCULES POWDER TK 1
 KV5368  PID         -  KV5368
 KV5368  STATE/COUNTY-  NJ/MIDDLESEX
 KV5368  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5368
 KV5368                         *CURRENT SURVEY CONTROL
 KV5368  ___________________________________________________________________
 KV5368* NAD 83(1996)-  40 27 11.81716(N)    074 20 14.03966(W)     ADJUSTED  
 KV5368* NAVD 88     -                                                        
 KV5368  ___________________________________________________________________
 KV5368  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 KV5368  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KV5368
 KV5368  HORZ ORDER  -  THIRD
 KV5368
 KV5368.The horizontal coordinates were established by classical geodetic methods
 KV5368.and adjusted by the National Geodetic Survey in September 1999..
 KV5368
 KV5368
 KV5368.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5368
 KV5368.The geoid height was determined by GEOID03.
 KV5368
 KV5368;                    North         East     Units Scale Factor Converg.
 KV5368;SPC NJ       -   179,854.135   163,805.563   MT  0.99990235   +0 06 20.2
 KV5368;SPC NJ       -   590,071.44    537,418.75   sFT  0.99990235   +0 06 20.2
 KV5368;SPC NY L     -    31,882.339   271,393.206   MT  1.00001874   -0 13 14.1
 KV5368;SPC NY L     -   104,600.64    890,395.88   sFT  1.00001874   -0 13 14.1
 KV5368;UTM  18      - 4,478,280.019   556,197.923   MT  0.99963887   +0 25 48.1
 KV5368
 KV5368                          SUPERSEDED SURVEY CONTROL
 KV5368
 KV5368  NAD 83(1996)-  40 27 11.81630(N)    074 20 14.04043(W) AD(       ) 4
 KV5368  NAD 83(1986)-  40 27 11.81736(N)    074 20 14.03948(W) AD(       ) 4
 KV5368  NAD 27      -  40 27 11.44300(N)    074 20 15.51400(W) AD(       ) 3
 KV5368
 KV5368.Superseded values are not recommended for survey control.
 KV5368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5368.See file dsdata.txt to determine how the superseded data were derived.
 KV5368
 KV5368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5619878280(NAD 83)
 KV5368_MARKER: 51 = TANK
 KV5368
 KV5368  HISTORY     - Date     Condition        Report By
 KV5368  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5368  HISTORY     - 1934     GOOD             CGS
 KV5368  HISTORY     - 20010317 MARK NOT FOUND   PORANY
 KV5368
 KV5368                          STATION DESCRIPTION
 KV5368
 KV5368'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5368'THE NORTHERLY AND SHORTER OF TWO TANKS, APPROXIMATELY 3 MILES
 KV5368'SSW OF S AMBOY AND APPROXIMATELY 2 MILES S OF THE RARITAN RIVER,
 KV5368'IN PARLIN, IN THE PLANT OF THE HERCULES POWDER COMPANY, RISING
 KV5368'NEAR THE OFFICE.  IT IS AN ORDINARY-TYPE, CONICAL-TOP, BLACK
 KV5368'TANK WITH THE WHITE LETTERS SAFETY-SAVE SUFFERING ON ITS SIDE.
 KV5368'
 KV5368'THE STATION IS THE TANKS BALL APEX, APPROXIMATELY 120 FEET ABOVE
 KV5368'GROUND.
 KV5368
 KV5368                          STATION RECOVERY (1934)
 KV5368
 KV5368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5368'RECOVERED.
 KV5368
 KV5368                          STATION RECOVERY (2001)
 KV5368
 KV5368'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV5368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3230 ***********************************************************************
 JU3230  DESIGNATION -  PARVIN
 JU3230  PID         -  JU3230
 JU3230  STATE/COUNTY-  NJ/SALEM
 JU3230  USGS QUAD   -  ELMER (1994)
 JU3230
 JU3230                         *CURRENT SURVEY CONTROL
 JU3230  ___________________________________________________________________
 JU3230* NAD 83(1996)-  39 30 26.03708(N)    075 09 10.53713(W)     ADJUSTED  
 JU3230* NAVD 88     -        33.     (meters)     108.     (feet)  SCALED    
 JU3230  ___________________________________________________________________
 JU3230  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 JU3230  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JU3230
 JU3230  HORZ ORDER  -  FIRST
 JU3230
 JU3230.The horizontal coordinates were established by classical geodetic methods
 JU3230.and adjusted by the National Geodetic Survey in September 1999..
 JU3230
 JU3230.The orthometric height was scaled from a topographic map.
 JU3230
 JU3230.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3230
 JU3230.The geoid height was determined by GEOID03.
 JU3230
 JU3230;                    North         East     Units Scale Factor Converg.
 JU3230;SPC NJ       -    75,011.491    93,850.720   MT  0.99993880   -0 24 55.4
 JU3230;SPC NJ       -   246,100.20    307,908.57   sFT  0.99993880   -0 24 55.4
 JU3230;UTM  18      - 4,373,078.340   486,852.849   MT  0.99960213   -0 05 50.2
 JU3230
 JU3230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3230!SPC NJ       -   1.00000016  x   0.99993880  =   0.99993896
 JU3230!UTM  18      -   1.00000016  x   0.99960213  =   0.99960229
 JU3230
 JU3230:                Primary Azimuth Mark                     Grid Az
 JU3230:SPC NJ       -  VINELAND STATE COLONY TANK               098 07 35.4
 JU3230:UTM  18      -  VINELAND STATE COLONY TANK               097 48 30.2
 JU3230
 JU3230|---------------------------------------------------------------------|
 JU3230| PID    Reference Object                     Distance      Geod. Az  |
 JU3230|                                                           dddmmss.s |
 JU3230| JU3350 VINELAND STATE COLONY TANK          APPROX. 8.7 KM 0974240.0 |
 JU3230| CB2814 PARVIN AZ MK                                       1502641.6 |
 JU3230| CB2815 PARVIN RM 1                          25.277 METERS 16118     |
 JU3230| JU3344 ESIBILL                             APPROX.11.6 KM 1625728.4 |
 JU3230| JU3359 BRIDGETON OWENS ILL GLASS STK       APPROX. 9.8 KM 2215749.4 |
 JU3230| CB2816 PARVIN RM 2                          29.198 METERS 25416     |
 JU3230| CB2817 PARVIN RM 3                          41.666 METERS 30253     |
 JU3230|---------------------------------------------------------------------|
 JU3230
 JU3230                          SUPERSEDED SURVEY CONTROL
 JU3230
 JU3230  NAD 83(1991)-  39 30 26.02992(N)    075 09 10.53065(W) AD(       ) 1
 JU3230  NAD 83(1986)-  39 30 26.02205(N)    075 09 10.53567(W) AD(       ) 1
 JU3230  NAD 27      -  39 30 25.60300(N)    075 09 11.87700(W) AD(       ) 1
 JU3230
 JU3230.Superseded values are not recommended for survey control.
 JU3230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3230.See file dsdata.txt to determine how the superseded data were derived.
 JU3230
 JU3230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8685373078(NAD 83)
 JU3230_MARKER: DS = TRIANGULATION STATION DISK
 JU3230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3230
 JU3230  HISTORY     - Date     Condition        Report By
 JU3230  HISTORY     - 1935     MONUMENTED       CGS
 JU3230  HISTORY     - 1968     GOOD             LOCENG
 JU3230
 JU3230                          STATION DESCRIPTION
 JU3230
 JU3230'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU3230'THE STATION IS LOCATED AT A T-INTERSECTION OF GRAVEL ROADS IN PARVIN
 JU3230'STATE PARK, 26 PACES EAST OF THE CENTER OF A T-INTERSECTION, 20
 JU3230'PACES NORTHEAST OF THE CENTERLINE OF A THROUGH GRAVEL ROAD, 16
 JU3230'PACES NORTH OF A 16-INCH OAK TREE WITH A TRIANGULAR BLAZE, 6 PACES
 JU3230'SOUTH-SOUTHWEST OF A 10-INCH OAK TREE, AND IN THE NORTHEAST ANGLE
 JU3230'OF THE T-INTERSECTION.
 JU3230'
 JU3230'TO REACH THE STATION FROM BRIDGETON AT THE CORNER OF E. COMMERCE
 JU3230'AND N. PEARL STREETS, GO NORTHWARD ON N. PEARL STREET (THE ROAD
 JU3230'TO VINELAND AND ALSO STATE HIGHWAY 46) FOR 1.4 MILES TO A FORK
 JU3230'WHERE STATE HIGHWAY 46 TURNS LEFT, HERE BEAR TO THE RIGHT ON THE
 JU3230'ROAD TO VINELAND FOR 5.4 MILES TO A MACADAM CROSS ROAD (JIMS
 JU3230'AUTO SERVICE IN THE NORTHEAST ANGLE), TURN LEFT ON A MACADAM
 JU3230'ROAD FOR 1.0 MILE TO A CROSS ROAD WITH A GRAVEL ROAD LEADING
 JU3230'STRAIGHT AHEAD AND A COUNTY-LINE SIGN.  HERE CONTINUE AHEAD ON
 JU3230'A GRAVEL ROAD FOR 1.1 MILES TO A T-ROAD RIGHT AND THE
 JU3230'STATION.
 JU3230'
 JU3230'REFERENCE MARK NO. 1 IS 25.310 METERS (83.03 FEET) SOUTH-SOUTHEAST
 JU3230'OF THE STATION, 10 PACES NORTHEAST OF THE CENTERLINE OF A GRAVEL
 JU3230'ROAD, AND 3 PACES SOUTH-SOUTHWEST OF AN 18-INCH OAK TREE.  THE
 JU3230'MARK PROJECTS 6 INCHES AND IS STAMPED PARVIN NO 1 1935.
 JU3230'
 JU3230'REFERENCE MARK NO. 2 IS 29.198 METERS (95.79 FEET) SOUTHWEST
 JU3230'OF THE STATION, 12 PACES SOUTH OF THE CENTER OF A T-INTERSECTION,
 JU3230'3 PACES EAST OF THE CENTERLINE OF AN OLD DIM WOODS ROAD.  THE
 JU3230'MARK PROJECTS 6 INCHES AND IS STAMPED PARVIN NO 2 1935.
 JU3230'
 JU3230'AZIMUTH MARK IS APPROXIMATELY 0.1 MILE SOUTH-SOUTHEAST OF THE
 JU3230'STATION, 20 PACES SOUTHWEST OF THE CENTERLINE OF A GRAVEL ROAD,
 JU3230'AND 4 PACES NORTHEAST OF TWO 4-INCH OAK TREES.  THE MARK PROJECTS
 JU3230'6 INCHES AND IS STAMPED PARVIN 1935.
 JU3230'
 JU3230'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 JU3230'
 JU3230'REFERENCE MARK NO. 1 IS 39.621 METERS (130.01 FEET) FROM REFERENCE
 JU3230'MARK NO. 2.
 JU3230
 JU3230                          STATION RECOVERY (1968)
 JU3230
 JU3230'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 (HLS)
 JU3230'REFERENCE MARK NO. 2 WAS RECEIVED AT THIS OFFICE FROM HARRY
 JU3230'L. SYMES, TOWNSHIP ENGINEER, WHO WAS GIVEN THE PERMISSION TO
 JU3230'DESTROY MARK AS IT WAS WITHIN CONSTRUCTION LIMITS OF MORTON AVENUE.
 JU3230'
 JU3230'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3230'8-1/2 MILES NORTH OF BRIDGETON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2811 ***********************************************************************
 JU2811  DESIGNATION -  PASS
 JU2811  PID         -  JU2811
 JU2811  STATE/COUNTY-  NJ/ATLANTIC
 JU2811  USGS QUAD   -  OCEANVILLE (1989)
 JU2811
 JU2811                         *CURRENT SURVEY CONTROL
 JU2811  ___________________________________________________________________
 JU2811* NAD 83(1996)-  39 24 44.85680(N)    074 25 40.21586(W)     ADJUSTED  
 JU2811* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2811  ___________________________________________________________________
 JU2811  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 JU2811  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JU2811
 JU2811  HORZ ORDER  -  THIRD
 JU2811
 JU2811.The horizontal coordinates were established by classical geodetic methods
 JU2811.and adjusted by the National Geodetic Survey in September 1999..
 JU2811
 JU2811.The orthometric height was scaled from a topographic map.
 JU2811
 JU2811.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2811
 JU2811.The geoid height was determined by GEOID03.
 JU2811
 JU2811;                    North         East     Units Scale Factor Converg.
 JU2811;SPC NJ       -    64,289.465   156,214.081   MT  0.99990048   +0 02 44.9
 JU2811;SPC NJ       -   210,923.02    512,512.36   sFT  0.99990048   +0 02 44.9
 JU2811;UTM  18      - 4,362,705.509   549,255.760   MT  0.99962987   +0 21 47.8
 JU2811
 JU2811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2811!SPC NJ       -   1.00000526  x   0.99990048  =   0.99990574
 JU2811!UTM  18      -   1.00000526  x   0.99962987  =   0.99963513
 JU2811
 JU2811|---------------------------------------------------------------------|
 JU2811| PID    Reference Object                     Distance      Geod. Az  |
 JU2811|                                                           dddmmss.s |
 JU2811| CB2819 PASS RM 2                            26.163 METERS 00306     |
 JU2811| JU2797 GRASSY                              APPROX. 3.5 KM 0371555.9 |
 JU2811| CB2818 PASS RM 1                            21.035 METERS 10610     |
 JU2811| JU2813 RED BEACON                          APPROX. 2.6 KM 1681629.4 |
 JU2811| JU2810 SEAVIEW COUNTRY CLUB STANDPIPE      APPROX. 5.8 KM 3153740.2 |
 JU2811| JU2805 SEAVIEW COUNTRY CLUB STACK          APPROX. 5.8 KM 3155828.3 |
 JU2811|---------------------------------------------------------------------|
 JU2811
 JU2811                          SUPERSEDED SURVEY CONTROL
 JU2811
 JU2811  NAD 83(1986)-  39 24 44.84645(N)    074 25 40.20764(W) AD(       ) 3
 JU2811  NAD 27      -  39 24 44.42400(N)    074 25 41.67500(W) AD(       ) 3
 JU2811
 JU2811.Superseded values are not recommended for survey control.
 JU2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2811.See file dsdata.txt to determine how the superseded data were derived.
 JU2811
 JU2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4925662706(NAD 83)
 JU2811_MARKER: DS = TRIANGULATION STATION DISK
 JU2811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2811
 JU2811  HISTORY     - Date     Condition        Report By
 JU2811  HISTORY     - 1935     MONUMENTED       CGS
 JU2811  HISTORY     - 1950     GOOD             CGS
 JU2811  HISTORY     - 1952     SEE DESCRIPTION  CGS
 JU2811
 JU2811                          STATION DESCRIPTION
 JU2811
 JU2811'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2811'STATION IS LOCATED BETWEEN REED BAY AND MAIN CHANNEL ON A
 JU2811'MARSH ISLAND.  THIS ISLAND IS BETWEEN BIG FISH AND LITTLE FISH
 JU2811'THOROUGHFARES.  THE INLAND WATERWAY IS TO THE NE OF
 JU2811'STATION.  FLASHING BEACON NO. 17 IS NNE OF STATION.  ALL MARKS
 JU2811'ARE IN ACCORDANCE WITH THE ABOVE NOTES EXCEPT MONUMENTS ARE
 JU2811'FASTENED TO THE UPPER ENDS OF 2X4 PILES DRIVEN INTO THE
 JU2811'GROUND.  ALL DISKS ARE STAMPED PASS 1935.  REFERENCE MARKS ARE
 JU2811'STAMPED NO.1 AND NO. 2 RESPECTIVELY.  REFERENCE MARK NO.1 IS IN
 JU2811'LINE WITH HOTEL IN BRIGANTINE.
 JU2811'
 JU2811'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2811'CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2811'
 JU2811'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 JU2811
 JU2811                          STATION RECOVERY (1950)
 JU2811
 JU2811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2811'THE STATION AND R.M.S 1 AND 2 WERE RECOVERED IN GOOD
 JU2811'CONDITION.  THE DISTANCES BETWEEN THE STATION AND REFERENCE MARKS
 JU2811'WERE MEASURED WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE
 JU2811'ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT, EXCEPT THAT FLASHING
 JU2811'BEACON 17 HAS BEEN REPLACED BY LIGHT 99 WHICH IS N OF THE
 JU2811'STATION.
 JU2811
 JU2811                          STATION RECOVERY (1952)
 JU2811
 JU2811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 JU2811'STATION MARK WAS FOUND TO BE DESTROYED.  REFERENCE MARKS 1 AND 2
 JU2811'WERE RECOVERED IN POOR CONDITION.  THE 1950 RECOVERY NOTE OF
 JU2811'H.F.G. IS ADEQUATE WITH THE ABOVE CORRECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4325 ***********************************************************************
 KV4325  DESIGNATION -  PASSAIC
 KV4325  PID         -  KV4325
 KV4325  STATE/COUNTY-  NJ/HUDSON
 KV4325  USGS QUAD   -  JERSEY CITY (1981)
 KV4325
 KV4325                         *CURRENT SURVEY CONTROL
 KV4325  ___________________________________________________________________
 KV4325* NAD 83(1996)-  40 43 19.94785(N)    074 07 05.49869(W)     ADJUSTED  
 KV4325* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4325  ___________________________________________________________________
 KV4325  LAPLACE CORR-           6.25  (seconds)                    DEFLEC99
 KV4325  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV4325
 KV4325  HORZ ORDER  -  THIRD
 KV4325
 KV4325.The horizontal coordinates were established by classical geodetic methods
 KV4325.and adjusted by the National Geodetic Survey in September 1999..
 KV4325
 KV4325.The orthometric height was scaled from a topographic map.
 KV4325
 KV4325.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4325
 KV4325.The geoid height was determined by GEOID03.
 KV4325
 KV4325;                    North         East     Units Scale Factor Converg.
 KV4325;SPC NJ       -   209,771.591   182,254.613   MT  0.99991280   +0 14 56.7
 KV4325;SPC NJ       -   688,225.63    597,947.01   sFT  0.99991280   +0 14 56.7
 KV4325;SPC NY L     -    61,697.249   290,014.115   MT  0.99999738   -0 04 38.3
 KV4325;SPC NY L     -   202,418.39    951,487.98   sFT  0.99999738   -0 04 38.3
 KV4325;UTM  18      - 4,508,294.119   574,472.162   MT  0.99966826   +0 34 31.1
 KV4325
 KV4325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4325!SPC NJ       -   1.00000462  x   0.99991280  =   0.99991742
 KV4325!SPC NY L     -   1.00000462  x   0.99999738  =   1.00000200
 KV4325!UTM  18      -   1.00000462  x   0.99966826  =   0.99967288
 KV4325
 KV4325:                Primary Azimuth Mark                     Grid Az
 KV4325:SPC NJ       -  EASTERN NODULIZING CO CHIMNEY            071 09 39.9
 KV4325:SPC NY L     -  EASTERN NODULIZING CO CHIMNEY            071 29 14.9
 KV4325:UTM  18      -  EASTERN NODULIZING CO CHIMNEY            070 50 05.5
 KV4325
 KV4325|---------------------------------------------------------------------|
 KV4325| PID    Reference Object                     Distance      Geod. Az  |
 KV4325|                                                           dddmmss.s |
 KV4325| KV4334 EASTERN NODULIZING CO CHIMNEY       APPROX. 1.4 KM 0712436.6 |
 KV4325| CB5423 PASSAIC RM 2                          9.903 METERS 10909     |
 KV4325| KV4317 POINT                               APPROX. 0.6 KM 1594119.2 |
 KV4325| KV4299 NEWARK GROSS CO STACK               APPROX. 1.4 KM 1994337.9 |
 KV4325| CB5422 PASSAIC RM 1                         11.332 METERS 29043     |
 KV4325| KV4332 CENTRAL                             429.569 METERS 3182425.9 |
 KV4325| KV4274 LADEW CHIMNEY                       APPROX. 1.4 KM 3543839.0 |
 KV4325|---------------------------------------------------------------------|
 KV4325
 KV4325                          SUPERSEDED SURVEY CONTROL
 KV4325
 KV4325  NAD 83(1996)-  40 43 19.94774(N)    074 07 05.49882(W) AD(       ) 3
 KV4325  NAD 83(1996)-  40 43 19.94606(N)    074 07 05.50114(W) AD(       ) 3
 KV4325  NAD 83(1992)-  40 43 19.94570(N)    074 07 05.50181(W) AD(       ) 3
 KV4325  NAD 83(1986)-  40 43 19.94573(N)    074 07 05.50304(W) AD(       ) 3
 KV4325  NAD 27      -  40 43 19.57500(N)    074 07 06.98700(W) AD(       ) 3
 KV4325
 KV4325.Superseded values are not recommended for survey control.
 KV4325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4325.See file dsdata.txt to determine how the superseded data were derived.
 KV4325
 KV4325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7447208294(NAD 83)
 KV4325_MARKER: DS = TRIANGULATION STATION DISK
 KV4325_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4325_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4325
 KV4325  HISTORY     - Date     Condition        Report By
 KV4325  HISTORY     - 1913     MONUMENTED       CGS
 KV4325  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4325
 KV4325                          STATION DESCRIPTION
 KV4325
 KV4325'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4325'STATION IS ON THE E SIDE OF PASSAIC RIVER ABOUT 1/2 MILE ABOVE
 KV4325'ITS MOUTH, ON THE RAILROAD EMBANKMENT AT THE E END OF THE NEW
 KV4325'JERSEY CENTRAL RAILROAD BRIDGE.  THE STATION IS MARKED BY A C.
 KV4325'AND G.S. STANDARD BRASS DISK CEMENTED IN THE TOP OF A PIECE OF
 KV4325'5-INCH TILE PIPE AND SUNK TO THE SURFACE LEVEL.
 KV4325'
 KV4325'THE SUBSURFACE MARK IS A BURIED BOTTLE SET IN CONCRETE.
 KV4325'
 KV4325'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CONCRETE CONTAINED
 KV4325'IN A 3-INCH TILE PIPE SET IN THE CENTER OF THE EMBANKMENT AND
 KV4325'SUNK TO THE SURFACE LEVEL, ARE LOCATED RESPECTIVELY 37.18 FEET
 KV4325'N 61 DEG W AND 32.49 FEET S 60 DEG E FROM THE STATION.
 KV4325
 KV4325                          STATION RECOVERY (1931)
 KV4325
 KV4325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4325'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3925 ***********************************************************************
 KV3925  DESIGNATION -  PASSAIC BOTANY WORSTED CHIMNEY
 KV3925  PID         -  KV3925
 KV3925  STATE/COUNTY-  NJ/PASSAIC
 KV3925  USGS QUAD   -  WEEHAWKEN (1995)
 KV3925
 KV3925                         *CURRENT SURVEY CONTROL
 KV3925  ___________________________________________________________________
 KV3925* NAD 83(1996)-  40 52 21.90257(N)    074 07 06.85600(W)     ADJUSTED  
 KV3925* NAVD 88     -                                                        
 KV3925  ___________________________________________________________________
 KV3925  LAPLACE CORR-           6.36  (seconds)                    DEFLEC99
 KV3925  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV3925
 KV3925  HORZ ORDER  -  THIRD
 KV3925
 KV3925.The horizontal coordinates were established by classical geodetic methods
 KV3925.and adjusted by the National Geodetic Survey in September 1999..
 KV3925
 KV3925
 KV3925.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3925
 KV3925.The geoid height was determined by GEOID03.
 KV3925
 KV3925;                    North         East     Units Scale Factor Converg.
 KV3925;SPC NJ       -   226,487.632   182,150.049   MT  0.99991272   +0 14 58.6
 KV3925;SPC NJ       -   743,068.17    597,603.95   sFT  0.99991272   +0 14 58.6
 KV3925;SPC NY L     -    78,415.001   290,004.889   MT  0.99999498   -0 04 39.2
 KV3925;SPC NY L     -   257,266.55    951,457.71   sFT  0.99999498   -0 04 39.2
 KV3925;UTM  18      - 4,525,005.202   574,272.331   MT  0.99966790   +0 34 36.5
 KV3925
 KV3925                          SUPERSEDED SURVEY CONTROL
 KV3925
 KV3925  NAD 83(1996)-  40 52 21.90240(N)    074 07 06.85633(W) AD(       ) 4
 KV3925  NAD 83(1996)-  40 52 21.90039(N)    074 07 06.86070(W) AD(       ) 4
 KV3925  NAD 83(1992)-  40 52 21.90018(N)    074 07 06.86082(W) AD(       ) 4
 KV3925  NAD 83(1986)-  40 52 21.90686(N)    074 07 06.87014(W) AD(       ) 4
 KV3925  NAD 27      -  40 52 21.54600(N)    074 07 08.35300(W) AD(       ) 3
 KV3925
 KV3925.Superseded values are not recommended for survey control.
 KV3925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3925.See file dsdata.txt to determine how the superseded data were derived.
 KV3925
 KV3925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7427225005(NAD 83)
 KV3925_MARKER: 85 = CHIMNEY
 KV3925
 KV3925  HISTORY     - Date     Condition        Report By
 KV3925  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV3925  HISTORY     - 1933     GOOD             CGS
 KV3925  HISTORY     - 20051218 GOOD             GEOCAC
 KV3925
 KV3925                          STATION DESCRIPTION
 KV3925
 KV3925'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3925'STATION RECOVERED IN GOOD CONDITION.  NO DESCRIPTION AVAILABLE.
 KV3925'
 KV3925'THE TALL CHIMNEY ON THE W SIDE OF THE PASSAIC RIVER, IN PASSAIC
 KV3925'ON THE E SIDE OF DAYTON AVENUE BETWEEN MATTIMORE AND PRESIDENT
 KV3925'STREETS, IN THE PLANT OF THE BOTANY WORSTED MILLS, RISING AT THE
 KV3925'E SIDE OF BOILERHOUSE 1.  IT IS A RED BRICK, BELL TOP CHIMNEY.
 KV3925'
 KV3925'THE STATION IS THE CHIMNEY TOP 228 FEET ABOVE GROUND.
 KV3925
 KV3925                          STATION RECOVERY (2005)
 KV3925
 KV3925'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV3925'LOCATED ON THE EAST SIDE OF DAYTON AVENUE, IN THE PASSAIC INDUSTRIAL
 KV3925'PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4677 ***********************************************************************
 KV4677  DESIGNATION -  PASSAIC CHIMNEY
 KV4677  PID         -  KV4677
 KV4677  STATE/COUNTY-  NJ/ESSEX
 KV4677  USGS QUAD   -  ELIZABETH (1995)
 KV4677
 KV4677                         *CURRENT SURVEY CONTROL
 KV4677  ___________________________________________________________________
 KV4677* NAD 83(1996)-  40 44 19.74439(N)    074 07 54.17183(W)     ADJUSTED  
 KV4677* NAVD 88     -                                                        
 KV4677  ___________________________________________________________________
 KV4677  LAPLACE CORR-           6.28  (seconds)                    DEFLEC99
 KV4677  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KV4677
 KV4677  HORZ ORDER  -  THIRD
 KV4677
 KV4677.The horizontal coordinates were established by classical geodetic methods
 KV4677.and adjusted by the National Geodetic Survey in September 1999..
 KV4677
 KV4677
 KV4677.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4677
 KV4677.The geoid height was determined by GEOID03.
 KV4677
 KV4677;                    North         East     Units Scale Factor Converg.
 KV4677;SPC NJ       -   211,611.070   181,104.691   MT  0.99991190   +0 14 25.3
 KV4677;SPC NJ       -   694,260.65    594,174.31   sFT  0.99991190   +0 14 25.3
 KV4677;SPC NY L     -    63,543.407   288,874.595   MT  0.99999678   -0 05 10.1
 KV4677;SPC NY L     -   208,475.33    947,749.40   sFT  0.99999678   -0 05 10.1
 KV4677;UTM  18      - 4,510,126.570   573,312.069   MT  0.99966615   +0 34 00.0
 KV4677
 KV4677                          SUPERSEDED SURVEY CONTROL
 KV4677
 KV4677  NAD 83(1996)-  40 44 19.74428(N)    074 07 54.17198(W) AD(       ) 4
 KV4677  NAD 83(1986)-  40 44 19.74286(N)    074 07 54.17728(W) AD(       ) 4
 KV4677  NAD 27      -  40 44 19.37000(N)    074 07 55.66000(W) AD(       ) 3
 KV4677
 KV4677.Superseded values are not recommended for survey control.
 KV4677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4677.See file dsdata.txt to determine how the superseded data were derived.
 KV4677
 KV4677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7331210127(NAD 83)
 KV4677_MARKER: 85 = CHIMNEY
 KV4677
 KV4677  HISTORY     - Date     Condition        Report By
 KV4677  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4677
 KV4677                          STATION DESCRIPTION
 KV4677
 KV4677'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4218 ***********************************************************************
 KV4218  DESIGNATION -  PASSAIC CITY HALL SPIRE
 KV4218  PID         -  KV4218
 KV4218  STATE/COUNTY-  NJ/PASSAIC
 KV4218  USGS QUAD   -  ORANGE (1981)
 KV4218
 KV4218                         *CURRENT SURVEY CONTROL
 KV4218  ___________________________________________________________________
 KV4218* NAD 83(1996)-  40 51 22.71098(N)    074 07 38.73460(W)     ADJUSTED  
 KV4218* NAVD 88     -                                                        
 KV4218  ___________________________________________________________________
 KV4218  LAPLACE CORR-           6.19  (seconds)                    DEFLEC99
 KV4218  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KV4218
 KV4218  HORZ ORDER  -  THIRD
 KV4218
 KV4218.The horizontal coordinates were established by classical geodetic methods
 KV4218.and adjusted by the National Geodetic Survey in September 1999..
 KV4218
 KV4218
 KV4218.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4218
 KV4218.The geoid height was determined by GEOID03.
 KV4218
 KV4218;                    North         East     Units Scale Factor Converg.
 KV4218;SPC NJ       -   224,658.678   181,411.427   MT  0.99991214   +0 14 37.4
 KV4218;SPC NJ       -   737,067.68    595,180.66   sFT  0.99991214   +0 14 37.4
 KV4218;SPC NY L     -    76,590.143   289,255.776   MT  0.99999491   -0 05 00.1
 KV4218;SPC NY L     -   251,279.49    948,999.99   sFT  0.99999491   -0 05 00.1
 KV4218;UTM  18      - 4,523,172.510   573,544.342   MT  0.99966657   +0 34 15.0
 KV4218
 KV4218                          SUPERSEDED SURVEY CONTROL
 KV4218
 KV4218  NAD 83(1996)-  40 51 22.71078(N)    074 07 38.73491(W) AD(       ) 4
 KV4218  NAD 83(1986)-  40 51 22.71139(N)    074 07 38.74830(W) AD(       ) 4
 KV4218  NAD 27      -  40 51 22.36200(N)    074 07 40.22200(W) AD(       ) 3
 KV4218
 KV4218.Superseded values are not recommended for survey control.
 KV4218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4218.See file dsdata.txt to determine how the superseded data were derived.
 KV4218
 KV4218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7354423173(NAD 83)
 KV4218_MARKER: 89 = SPIRE
 KV4218
 KV4218  HISTORY     - Date     Condition        Report By
 KV4218  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4218  HISTORY     - 1933     GOOD             CGS
 KV4218
 KV4218                          STATION DESCRIPTION
 KV4218
 KV4218'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4218'STATION RECOVERED IN GOOD CONDITION.  NO DESCRIPTION AVAILABLE.
 KV4218'
 KV4218'A COMPLETE DESCRIPTION FOLLOWS--
 KV4218'
 KV4218'THE FINIAL W OF THE PASSAIC RIVER, IN PASSAIC ON A HILL AT THE
 KV4218'N SIDE OF PAULISON AVENUE BETWEEN PASSAIC AND PENNINGTON AVENUES,
 KV4218'ATOP THE CITY HALL, AN IRREGULARLY-SHAPED, 2 1/2-STORY, BROWN,
 KV4218'STONE BUILDING.  IT CONSISTS OF 5 BALLS ATOP THE SQUARE,
 KV4218'PYRAMIDAL, SLATE-ROOFED CUPOLA OF THE BUILDING.
 KV4218'
 KV4218'THE STATION IS THE BASE OF THE FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3941 ***********************************************************************
 KV3941  DESIGNATION -  PASSAIC GEN CHEM BLACK CHIM
 KV3941  PID         -  KV3941
 KV3941  STATE/COUNTY-  NJ/PASSAIC
 KV3941  USGS QUAD   -  WEEHAWKEN (1995)
 KV3941
 KV3941                         *CURRENT SURVEY CONTROL
 KV3941  ___________________________________________________________________
 KV3941* NAD 83(1996)-  40 51 33.84233(N)    074 06 43.05140(W)     ADJUSTED  
 KV3941* NAVD 88     -                                                        
 KV3941  ___________________________________________________________________
 KV3941  LAPLACE CORR-           6.51  (seconds)                    DEFLEC99
 KV3941  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KV3941
 KV3941  HORZ ORDER  -  THIRD
 KV3941
 KV3941.The horizontal coordinates were established by classical geodetic methods
 KV3941.and adjusted by the National Geodetic Survey in September 1999..
 KV3941
 KV3941
 KV3941.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3941
 KV3941.The geoid height was determined by GEOID03.
 KV3941
 KV3941;                    North         East     Units Scale Factor Converg.
 KV3941;SPC NJ       -   225,007.682   182,713.968   MT  0.99991317   +0 15 13.9
 KV3941;SPC NJ       -   738,212.70    599,454.08   sFT  0.99991317   +0 15 13.9
 KV3941;SPC NY L     -    76,931.733   290,560.394   MT  0.99999491   -0 04 23.6
 KV3941;SPC NY L     -   252,400.19    953,280.23   sFT  0.99999491   -0 04 23.6
 KV3941;UTM  18      - 4,523,528.857   574,844.550   MT  0.99966895   +0 34 51.6
 KV3941
 KV3941                          SUPERSEDED SURVEY CONTROL
 KV3941
 KV3941  NAD 83(1996)-  40 51 33.84217(N)    074 06 43.05175(W) AD(       ) 4
 KV3941  NAD 83(1996)-  40 51 33.83879(N)    074 06 43.05585(W) AD(       ) 4
 KV3941  NAD 83(1992)-  40 51 33.83872(N)    074 06 43.05613(W) AD(       ) 4
 KV3941  NAD 83(1986)-  40 51 33.84441(N)    074 06 43.06274(W) AD(       ) 4
 KV3941  NAD 27      -  40 51 33.49000(N)    074 06 44.55000(W) AD(       ) 3
 KV3941
 KV3941.Superseded values are not recommended for survey control.
 KV3941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3941.See file dsdata.txt to determine how the superseded data were derived.
 KV3941
 KV3941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7484523529(NAD 83)
 KV3941_MARKER: 85 = CHIMNEY
 KV3941
 KV3941  HISTORY     - Date     Condition        Report By
 KV3941  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV3941
 KV3941                          STATION DESCRIPTION
 KV3941
 KV3941'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3936 ***********************************************************************
 KV3936  DESIGNATION -  PASSAIC GERA MILLS WATER TANK
 KV3936  PID         -  KV3936
 KV3936  STATE/COUNTY-  NJ/PASSAIC
 KV3936  USGS QUAD   -  WEEHAWKEN (1995)
 KV3936
 KV3936                         *CURRENT SURVEY CONTROL
 KV3936  ___________________________________________________________________
 KV3936* NAD 83(1996)-  40 51 32.95423(N)    074 06 34.40498(W)     ADJUSTED  
 KV3936* NAVD 88     -                                                        
 KV3936  ___________________________________________________________________
 KV3936  LAPLACE CORR-           6.56  (seconds)                    DEFLEC99
 KV3936  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KV3936
 KV3936  HORZ ORDER  -  THIRD
 KV3936
 KV3936.The horizontal coordinates were established by classical geodetic methods
 KV3936.and adjusted by the National Geodetic Survey in September 1999..
 KV3936
 KV3936
 KV3936.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3936
 KV3936.The geoid height was determined by GEOID03.
 KV3936
 KV3936;                    North         East     Units Scale Factor Converg.
 KV3936;SPC NJ       -   224,981.189   182,916.574   MT  0.99991333   +0 15 19.6
 KV3936;SPC NJ       -   738,125.78    600,118.79   sFT  0.99991333   +0 15 19.6
 KV3936;SPC NY L     -    76,904.082   290,762.862   MT  0.99999491   -0 04 18.0
 KV3936;SPC NY L     -   252,309.48    953,944.49   sFT  0.99999491   -0 04 18.0
 KV3936;UTM  18      - 4,523,503.528   575,047.255   MT  0.99966932   +0 34 57.2
 KV3936
 KV3936                          SUPERSEDED SURVEY CONTROL
 KV3936
 KV3936  NAD 83(1996)-  40 51 32.95407(N)    074 06 34.40532(W) AD(       ) 4
 KV3936  NAD 83(1996)-  40 51 32.95068(N)    074 06 34.40940(W) AD(       ) 4
 KV3936  NAD 83(1992)-  40 51 32.95060(N)    074 06 34.40970(W) AD(       ) 4
 KV3936  NAD 83(1986)-  40 51 32.95640(N)    074 06 34.41576(W) AD(       ) 4
 KV3936  NAD 27      -  40 51 32.60600(N)    074 06 35.90000(W) AD(       ) 3
 KV3936
 KV3936.Superseded values are not recommended for survey control.
 KV3936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3936.See file dsdata.txt to determine how the superseded data were derived.
 KV3936
 KV3936_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7504723504(NAD 83)
 KV3936_MARKER: 51 = TANK
 KV3936
 KV3936  HISTORY     - Date     Condition        Report By
 KV3936  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV3936
 KV3936                          STATION DESCRIPTION
 KV3936
 KV3936'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4217 ***********************************************************************
 KV4217  DESIGNATION -  PASSAIC HIGH SCHOOL FLAGPOLE
 KV4217  PID         -  KV4217
 KV4217  STATE/COUNTY-  NJ/PASSAIC
 KV4217  USGS QUAD   -  ORANGE (1981)
 KV4217
 KV4217                         *CURRENT SURVEY CONTROL
 KV4217  ___________________________________________________________________
 KV4217* NAD 83(1996)-  40 51 24.24527(N)    074 07 57.42069(W)     ADJUSTED  
 KV4217* NAVD 88     -                                                        
 KV4217  ___________________________________________________________________
 KV4217  LAPLACE CORR-           6.05  (seconds)                    DEFLEC99
 KV4217  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV4217
 KV4217  HORZ ORDER  -  THIRD
 KV4217
 KV4217.The horizontal coordinates were established by classical geodetic methods
 KV4217.and adjusted by the National Geodetic Survey in September 1999..
 KV4217
 KV4217
 KV4217.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4217
 KV4217.The geoid height was determined by GEOID03.
 KV4217
 KV4217;                    North         East     Units Scale Factor Converg.
 KV4217;SPC NJ       -   224,704.154   180,973.614   MT  0.99991180   +0 14 25.2
 KV4217;SPC NJ       -   737,216.88    593,744.27   sFT  0.99991180   +0 14 25.2
 KV4217;SPC NY L     -    76,638.121   288,818.193   MT  0.99999491   -0 05 12.3
 KV4217;SPC NY L     -   251,436.90    947,564.35   sFT  0.99999491   -0 05 12.3
 KV4217;UTM  18      - 4,523,215.475   573,106.384   MT  0.99966578   +0 34 02.8
 KV4217
 KV4217                          SUPERSEDED SURVEY CONTROL
 KV4217
 KV4217  NAD 83(1996)-  40 51 24.24509(N)    074 07 57.42096(W) AD(       ) 4
 KV4217  NAD 83(1986)-  40 51 24.24553(N)    074 07 57.43624(W) AD(       ) 4
 KV4217  NAD 27      -  40 51 23.88900(N)    074 07 58.91500(W) AD(       ) 3
 KV4217
 KV4217.Superseded values are not recommended for survey control.
 KV4217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4217.See file dsdata.txt to determine how the superseded data were derived.
 KV4217
 KV4217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7310623215(NAD 83)
 KV4217_MARKER: 62 = FLAGPOLE
 KV4217
 KV4217  HISTORY     - Date     Condition        Report By
 KV4217  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4217
 KV4217                          STATION DESCRIPTION
 KV4217
 KV4217'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4217'THE FLAGPOLE W OF THE PASSAIC RIVER, IN PASSAIC E OF BROADWAY
 KV4217'BETWEEN LAFAYETTE AVENUE AND THE BOULEVARD.  IT RISES ABOVE THE
 KV4217'N WING OF THIS 4-STORY, YELLOW BRICK BUILDING.
 KV4217'
 KV4217'THE STATION IS THE BASE OF THE FLAGPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3986 ***********************************************************************
 KV3986  DESIGNATION -  PASSAIC JUNIOR HIGH SCHOOL CUP
 KV3986  PID         -  KV3986
 KV3986  STATE/COUNTY-  NJ/BERGEN
 KV3986  USGS QUAD   -  WEEHAWKEN (1995)
 KV3986
 KV3986                         *CURRENT SURVEY CONTROL
 KV3986  ___________________________________________________________________
 KV3986* NAD 83(1996)-  40 50 12.28925(N)    074 06 54.47961(W)     ADJUSTED  
 KV3986* NAVD 88     -                                                        
 KV3986  ___________________________________________________________________
 KV3986  LAPLACE CORR-           6.47  (seconds)                    DEFLEC99
 KV3986  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KV3986
 KV3986  HORZ ORDER  -  THIRD
 KV3986
 KV3986.The horizontal coordinates were established by classical geodetic methods
 KV3986.and adjusted by the National Geodetic Survey in September 1999..
 KV3986
 KV3986
 KV3986.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3986
 KV3986.The geoid height was determined by GEOID03.
 KV3986
 KV3986;                    North         East     Units Scale Factor Converg.
 KV3986;SPC NJ       -   222,491.037   182,457.391   MT  0.99991296   +0 15 06.0
 KV3986;SPC NJ       -   729,956.01    598,612.29   sFT  0.99991296   +0 15 06.0
 KV3986;SPC NY L     -    74,416.387   290,289.435   MT  0.99999493   -0 04 31.1
 KV3986;SPC NY L     -   244,147.76    952,391.25   sFT  0.99999493   -0 04 31.1
 KV3986;UTM  18      - 4,521,011.403   574,602.402   MT  0.99966850   +0 34 43.1
 KV3986
 KV3986                          SUPERSEDED SURVEY CONTROL
 KV3986
 KV3986  NAD 83(1996)-  40 50 12.28909(N)    074 06 54.47964(W) AD(       ) 4
 KV3986  NAD 83(1996)-  40 50 12.28706(N)    074 06 54.48179(W) AD(       ) 4
 KV3986  NAD 83(1992)-  40 50 12.28725(N)    074 06 54.48192(W) AD(       ) 4
 KV3986  NAD 83(1986)-  40 50 12.28673(N)    074 06 54.48707(W) AD(       ) 4
 KV3986  NAD 27      -  40 50 11.93000(N)    074 06 55.96700(W) AD(       ) 3
 KV3986
 KV3986.Superseded values are not recommended for survey control.
 KV3986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3986.See file dsdata.txt to determine how the superseded data were derived.
 KV3986
 KV3986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7460221011(NAD 83)
 KV3986_MARKER: 86 = CUPOLA
 KV3986
 KV3986  HISTORY     - Date     Condition        Report By
 KV3986  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV3986
 KV3986                          STATION DESCRIPTION
 KV3986
 KV3986'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4192 ***********************************************************************
 KV4192  DESIGNATION -  PASSAIC MANHATTAN RUBBER CHIM
 KV4192  PID         -  KV4192
 KV4192  STATE/COUNTY-  NJ/PASSAIC
 KV4192  USGS QUAD   -  ORANGE (1981)
 KV4192
 KV4192                         *CURRENT SURVEY CONTROL
 KV4192  ___________________________________________________________________
 KV4192* NAD 83(1996)-  40 51 19.22638(N)    074 08 32.22245(W)     ADJUSTED  
 KV4192* NAVD 88     -                                                        
 KV4192  ___________________________________________________________________
 KV4192  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 KV4192  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KV4192
 KV4192  HORZ ORDER  -  THIRD
 KV4192
 KV4192.The horizontal coordinates were established by classical geodetic methods
 KV4192.and adjusted by the National Geodetic Survey in September 1999..
 KV4192
 KV4192
 KV4192.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4192
 KV4192.The geoid height was determined by GEOID03.
 KV4192
 KV4192;                    North         East     Units Scale Factor Converg.
 KV4192;SPC NJ       -   224,545.975   180,159.219   MT  0.99991119   +0 14 02.4
 KV4192;SPC NJ       -   736,697.92    591,072.37   sFT  0.99991119   +0 14 02.4
 KV4192;SPC NY L     -    76,484.581   288,002.840   MT  0.99999490   -0 05 35.0
 KV4192;SPC NY L     -   250,933.16    944,889.32   sFT  0.99999490   -0 05 35.0
 KV4192;UTM  18      - 4,523,052.689   572,293.106   MT  0.99966432   +0 33 40.0
 KV4192
 KV4192                          SUPERSEDED SURVEY CONTROL
 KV4192
 KV4192  NAD 83(1996)-  40 51 19.22618(N)    074 08 32.22256(W) AD(       ) 4
 KV4192  NAD 83(1986)-  40 51 19.22608(N)    074 08 32.23144(W) AD(       ) 4
 KV4192  NAD 27      -  40 51 18.86900(N)    074 08 33.71000(W) AD(       ) 3
 KV4192
 KV4192.Superseded values are not recommended for survey control.
 KV4192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4192.See file dsdata.txt to determine how the superseded data were derived.
 KV4192
 KV4192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7229323053(NAD 83)
 KV4192_MARKER: 85 = CHIMNEY
 KV4192
 KV4192  HISTORY     - Date     Condition        Report By
 KV4192  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4192  HISTORY     - 20010430 MARK NOT FOUND   USPSQD
 KV4192
 KV4192                          STATION DESCRIPTION
 KV4192
 KV4192'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4192'THE TALL CHIMNEY W OF THE PASSAIC RIVER, IN PASSAIC ON THE BLOCK
 KV4192'FORMED BY WILLET STREET, VAN HOUTEN AVENUE, FACTORY STREET, AND
 KV4192'MANHATTAN AVENUE IN THE PLANT OF THE MANHATTAN RUBBER MANUFACTURING
 KV4192'COMPANY.  IT IS A TALL, BLUE CONCRETE CHIMNEY.
 KV4192'
 KV4192'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 225 FEET ABOVE
 KV4192'GROUND.
 KV4192
 KV4192                          STATION RECOVERY (2001)
 KV4192
 KV4192'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV4192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3935 ***********************************************************************
 KV3935  DESIGNATION -  PASSAIC PATTERSON PARCH CHIM
 KV3935  PID         -  KV3935
 KV3935  STATE/COUNTY-  NJ/PASSAIC
 KV3935  USGS QUAD   -  WEEHAWKEN (1995)
 KV3935
 KV3935                         *CURRENT SURVEY CONTROL
 KV3935  ___________________________________________________________________
 KV3935* NAD 83(1996)-  40 51 23.72730(N)    074 06 40.20677(W)     ADJUSTED  
 KV3935* NAVD 88     -                                                        
 KV3935  ___________________________________________________________________
 KV3935  LAPLACE CORR-           6.53  (seconds)                    DEFLEC99
 KV3935  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KV3935
 KV3935  HORZ ORDER  -  THIRD
 KV3935
 KV3935.The horizontal coordinates were established by classical geodetic methods
 KV3935.and adjusted by the National Geodetic Survey in September 1999..
 KV3935
 KV3935
 KV3935.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3935
 KV3935.The geoid height was determined by GEOID03.
 KV3935
 KV3935;                    North         East     Units Scale Factor Converg.
 KV3935;SPC NJ       -   224,695.984   182,781.969   MT  0.99991322   +0 15 15.7
 KV3935;SPC NJ       -   737,190.07    599,677.18   sFT  0.99991322   +0 15 15.7
 KV3935;SPC NY L     -    76,619.626   290,626.621   MT  0.99999491   -0 04 21.8
 KV3935;SPC NY L     -   251,376.22    953,497.51   sFT  0.99999491   -0 04 21.8
 KV3935;UTM  18      - 4,523,217.628   574,914.313   MT  0.99966907   +0 34 53.3
 KV3935
 KV3935                          SUPERSEDED SURVEY CONTROL
 KV3935
 KV3935  NAD 83(1996)-  40 51 23.72714(N)    074 06 40.20693(W) AD(       ) 4
 KV3935  NAD 83(1996)-  40 51 23.72549(N)    074 06 40.20937(W) AD(       ) 4
 KV3935  NAD 83(1992)-  40 51 23.72527(N)    074 06 40.20975(W) AD(       ) 4
 KV3935  NAD 83(1986)-  40 51 23.72899(N)    074 06 40.21620(W) AD(       ) 4
 KV3935  NAD 27      -  40 51 23.37400(N)    074 06 41.69900(W) AD(       ) 3
 KV3935
 KV3935.Superseded values are not recommended for survey control.
 KV3935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3935.See file dsdata.txt to determine how the superseded data were derived.
 KV3935
 KV3935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7491423218(NAD 83)
 KV3935_MARKER: 85 = CHIMNEY
 KV3935
 KV3935  HISTORY     - Date     Condition        Report By
 KV3935  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV3935
 KV3935                          STATION DESCRIPTION
 KV3935
 KV3935'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3935'THE TALL CHIMNEY ON THE E SIDE OF THE PASSAIC RIVER, IN PASSAIC
 KV3935'ON THE NW CORNER OF 8TH AND WORTHEN STREETS, IN THE PLANT OF THE
 KV3935'PATERSON PARCHMENT PAPER COMPANY, RISING FROM THE GROUND AT THE
 KV3935'S SIDE OF THE POWER HOUSE.  IT IS A ROUND, RED BRICK CHIMNEY
 KV3935'(5.2 METERS BASE DIAMETER) WITH P.P.P. CO. LETTERED VERTICALLY
 KV3935'IN WHITE.
 KV3935'
 KV3935'THE STATION IS THE CHIMNEY TOP 210 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4216 ***********************************************************************
 KV4216  DESIGNATION -  PASSAIC PEOPLES BANK SMOKEPIPE
 KV4216  PID         -  KV4216
 KV4216  STATE/COUNTY-  NJ/PASSAIC
 KV4216  USGS QUAD   -  ORANGE (1981)
 KV4216
 KV4216                         *CURRENT SURVEY CONTROL
 KV4216  ___________________________________________________________________
 KV4216* NAD 83(1996)-  40 51 39.65790(N)    074 07 35.61302(W)     ADJUSTED  
 KV4216* NAVD 88     -                                                        
 KV4216  ___________________________________________________________________
 KV4216  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 KV4216  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV4216
 KV4216  HORZ ORDER  -  THIRD
 KV4216
 KV4216.The horizontal coordinates were established by classical geodetic methods
 KV4216.and adjusted by the National Geodetic Survey in September 1999..
 KV4216
 KV4216
 KV4216.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4216
 KV4216.The geoid height was determined by GEOID03.
 KV4216
 KV4216;                    North         East     Units Scale Factor Converg.
 KV4216;SPC NJ       -   225,181.710   181,482.304   MT  0.99991220   +0 14 39.5
 KV4216;SPC NJ       -   738,783.66    595,413.19   sFT  0.99991220   +0 14 39.5
 KV4216;SPC NY L     -    77,112.804   289,329.643   MT  0.99999492   -0 04 58.0
 KV4216;SPC NY L     -   252,994.26    949,242.34   sFT  0.99999492   -0 04 58.0
 KV4216;UTM  18      - 4,523,695.809   573,612.215   MT  0.99966669   +0 34 17.2
 KV4216
 KV4216                          SUPERSEDED SURVEY CONTROL
 KV4216
 KV4216  NAD 83(1996)-  40 51 39.65770(N)    074 07 35.61331(W) AD(       ) 4
 KV4216  NAD 83(1986)-  40 51 39.65912(N)    074 07 35.62719(W) AD(       ) 4
 KV4216  NAD 27      -  40 51 39.30300(N)    074 07 37.10300(W) AD(       ) 3
 KV4216
 KV4216.Superseded values are not recommended for survey control.
 KV4216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4216.See file dsdata.txt to determine how the superseded data were derived.
 KV4216
 KV4216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7361223696(NAD 83)
 KV4216
 KV4216  HISTORY     - Date     Condition        Report By
 KV4216  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4216
 KV4216                          STATION DESCRIPTION
 KV4216
 KV4216'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4216'THE SMOKE PIPE W OF THE PASSAIC RIVER, IN PASSAIC ON THE W SIDE OF
 KV4216'MAIN AVENUE BETWEEN BROADWAY AND HOWE AVENUE, ATOP THE YELLOW
 KV4216'BRICK BUILDING WHICH HOUSES THE PEOPLES BANK AND TRUST
 KV4216'COMPANY.  IT IS A SMOKE PIPE PROJECTING SLIGHTLY ABOVE EIGHT
 KV4216'SQUARE COLUMNS (CONNECTED BY ARCHES) AT THE HIGHEST PART OF THE
 KV4216'STRUCTURE.
 KV4216'
 KV4216'THE STATION IS THE CENTER OF THE SMOKE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4200 ***********************************************************************
 KV4200  DESIGNATION -  PASSAIC R MAAS WALDSTEIN CHIM
 KV4200  PID         -  KV4200
 KV4200  STATE/COUNTY-  NJ/ESSEX
 KV4200  USGS QUAD   -  ORANGE (1981)
 KV4200
 KV4200                         *CURRENT SURVEY CONTROL
 KV4200  ___________________________________________________________________
 KV4200* NAD 83(1996)-  40 46 43.06486(N)    074 09 08.92542(W)     ADJUSTED  
 KV4200* NAVD 88     -                                                        
 KV4200  ___________________________________________________________________
 KV4200  LAPLACE CORR-           6.01  (seconds)                    DEFLEC99
 KV4200  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KV4200
 KV4200  HORZ ORDER  -  THIRD
 KV4200
 KV4200.The horizontal coordinates were established by classical geodetic methods
 KV4200.and adjusted by the National Geodetic Survey in September 1999..
 KV4200
 KV4200
 KV4200.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4200
 KV4200.The geoid height was determined by GEOID03.
 KV4200
 KV4200;                    North         East     Units Scale Factor Converg.
 KV4200;SPC NJ       -   216,024.499   179,333.420   MT  0.99991059   +0 13 37.1
 KV4200;SPC NJ       -   708,740.38    588,363.06   sFT  0.99991059   +0 13 37.1
 KV4200;SPC NY L     -    67,967.237   287,128.363   MT  0.99999567   -0 05 59.0
 KV4200;SPC NY L     -   222,989.18    942,020.30   sFT  0.99999567   -0 05 59.0
 KV4200;UTM  18      - 4,514,528.749   571,516.123   MT  0.99966295   +0 33 12.9
 KV4200
 KV4200                          SUPERSEDED SURVEY CONTROL
 KV4200
 KV4200  NAD 83(1996)-  40 46 43.06464(N)    074 09 08.92564(W) AD(       ) 4
 KV4200  NAD 83(1986)-  40 46 43.06155(N)    074 09 08.92859(W) AD(       ) 4
 KV4200  NAD 27      -  40 46 42.70000(N)    074 09 10.41000(W) AD(       ) 3
 KV4200
 KV4200.Superseded values are not recommended for survey control.
 KV4200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4200.See file dsdata.txt to determine how the superseded data were derived.
 KV4200
 KV4200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7151614529(NAD 83)
 KV4200_MARKER: 85 = CHIMNEY
 KV4200
 KV4200  HISTORY     - Date     Condition        Report By
 KV4200  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4200  HISTORY     - 20010423 MARK NOT FOUND   USPSQD
 KV4200
 KV4200                          STATION DESCRIPTION
 KV4200
 KV4200'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4200'THE TALL CHIMNEY IS ON THE W SIDE OF THE PASSAIC RIVER ON THE
 KV4200'NW CORNER FORMED BY THE ERIE RAILROAD TRACKS (GREENWOOD LAKE
 KV4200'DIVISION) CROSSING RIVER ROAD, ON THE PROPERTY OF MAAS AND
 KV4200'WALDSTEIN COMPANY.  IT IS A YELLOW BRICK CHIMNEY.
 KV4200'
 KV4200'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 125 FEET ABOVE
 KV4200'GROUND.
 KV4200
 KV4200                          STATION RECOVERY (2001)
 KV4200
 KV4200'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV4200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4179 ***********************************************************************
 KV4179  DESIGNATION -  PASSAIC RIVER W TRANS TOWER
 KV4179  PID         -  KV4179
 KV4179  STATE/COUNTY-  NJ/ESSEX
 KV4179  USGS QUAD   -  ORANGE (1981)
 KV4179
 KV4179                         *CURRENT SURVEY CONTROL
 KV4179  ___________________________________________________________________
 KV4179* NAD 83(1996)-  40 48 08.19940(N)    074 08 27.22509(W)     ADJUSTED  
 KV4179* NAVD 88     -                                                        
 KV4179  ___________________________________________________________________
 KV4179  LAPLACE CORR-           6.13  (seconds)                    DEFLEC99
 KV4179  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KV4179
 KV4179  HORZ ORDER  -  THIRD
 KV4179
 KV4179.The horizontal coordinates were established by classical geodetic methods
 KV4179.and adjusted by the National Geodetic Survey in September 1999..
 KV4179
 KV4179
 KV4179.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4179
 KV4179.The geoid height was determined by GEOID03.
 KV4179
 KV4179;                    North         East     Units Scale Factor Converg.
 KV4179;SPC NJ       -   218,654.343   180,300.400   MT  0.99991130   +0 14 04.8
 KV4179;SPC NJ       -   717,368.46    591,535.56   sFT  0.99991130   +0 14 04.8
 KV4179;SPC NY L     -    70,591.745   288,110.409   MT  0.99999525   -0 05 31.8
 KV4179;SPC NY L     -   231,599.75    945,242.23   sFT  0.99999525   -0 05 31.8
 KV4179;UTM  18      - 4,517,163.412   572,467.858   MT  0.99966464   +0 33 41.1
 KV4179
 KV4179                          SUPERSEDED SURVEY CONTROL
 KV4179
 KV4179  NAD 83(1996)-  40 48 08.19917(N)    074 08 27.22525(W) AD(       ) 4
 KV4179  NAD 83(1986)-  40 48 08.19643(N)    074 08 27.22787(W) AD(       ) 4
 KV4179  NAD 27      -  40 48 07.83700(N)    074 08 28.71000(W) AD(       ) 3
 KV4179
 KV4179.Superseded values are not recommended for survey control.
 KV4179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4179.See file dsdata.txt to determine how the superseded data were derived.
 KV4179
 KV4179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7246817163(NAD 83)
 KV4179_MARKER: 55 = TOWER
 KV4179
 KV4179  HISTORY     - Date     Condition        Report By
 KV4179  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4179
 KV4179                          STATION DESCRIPTION
 KV4179
 KV4179'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4179'THE TALL TOWER, ON THE W BANK OF THE PASSAIC RIVER, BETWEEN
 KV4179'NUTLEY AND BELLEVILLE.  IT IS ONE OF A LINE OF SIMILAR
 KV4179'TRANSMISSION TOWERS, DIFFERING FROM THE OTHERS ONLY IN ITS
 KV4179'INCREASED HEIGHT.  IT IS A LATTICE-STEEL TOWER.
 KV4179'
 KV4179'THE STATION IS THE TOWER-APEX, APPROXIMATELY 150 FEET ABOVE
 KV4179'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3956 ***********************************************************************
 KV3956  DESIGNATION -  PASSAIC RUSSIAN CATH CH SPIRE
 KV3956  PID         -  KV3956
 KV3956  STATE/COUNTY-  NJ/PASSAIC
 KV3956  USGS QUAD   -  WEEHAWKEN (1995)
 KV3956
 KV3956                         *CURRENT SURVEY CONTROL
 KV3956  ___________________________________________________________________
 KV3956* NAD 83(1996)-  40 52 06.97713(N)    074 06 57.63818(W)     ADJUSTED  
 KV3956* NAVD 88     -                                                        
 KV3956  ___________________________________________________________________
 KV3956  LAPLACE CORR-           6.42  (seconds)                    DEFLEC99
 KV3956  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV3956
 KV3956  HORZ ORDER  -  THIRD
 KV3956
 KV3956.The horizontal coordinates were established by classical geodetic methods
 KV3956.and adjusted by the National Geodetic Survey in September 1999..
 KV3956
 KV3956
 KV3956.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3956
 KV3956.The geoid height was determined by GEOID03.
 KV3956
 KV3956;                    North         East     Units Scale Factor Converg.
 KV3956;SPC NJ       -   226,028.206   182,367.890   MT  0.99991289   +0 15 04.5
 KV3956;SPC NJ       -   741,560.87    598,318.65   sFT  0.99991289   +0 15 04.5
 KV3956;SPC NY L     -    77,954.300   290,220.121   MT  0.99999495   -0 04 33.2
 KV3956;SPC NY L     -   255,755.07    952,163.85   sFT  0.99999495   -0 04 33.2
 KV3956;UTM  18      - 4,524,547.139   574,492.737   MT  0.99966830   +0 34 42.4
 KV3956
 KV3956                          SUPERSEDED SURVEY CONTROL
 KV3956
 KV3956  NAD 83(1996)-  40 52 06.97698(N)    074 06 57.63855(W) AD(       ) 4
 KV3956  NAD 83(1996)-  40 52 06.97398(N)    074 06 57.64428(W) AD(       ) 4
 KV3956  NAD 83(1992)-  40 52 06.97386(N)    074 06 57.64451(W) AD(       ) 4
 KV3956  NAD 83(1986)-  40 52 06.98088(N)    074 06 57.65140(W) AD(       ) 4
 KV3956  NAD 27      -  40 52 06.62200(N)    074 06 59.12600(W) AD(       ) 3
 KV3956
 KV3956.Superseded values are not recommended for survey control.
 KV3956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3956.See file dsdata.txt to determine how the superseded data were derived.
 KV3956
 KV3956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7449324547(NAD 83)
 KV3956_MARKER: 90 = CHURCH SPIRE
 KV3956
 KV3956  HISTORY     - Date     Condition        Report By
 KV3956  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV3956  HISTORY     - 1933     GOOD             CGS
 KV3956  HISTORY     - 20051218 GOOD             GEOCAC
 KV3956
 KV3956                          STATION DESCRIPTION
 KV3956
 KV3956'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV3956'THE SHORTEST OF THREE SPIRES OF THE RUSSIAN CATHOLIC CHURCH OF
 KV3956'PASSAIC, ON THE NW CORNER OF FIRST AND BERGEN STREETS AND FACING
 KV3956'FIRST STREET AND THE DUNDEE CANAL.  THE PUBLIC SERVICE TROLLEY
 KV3956'RAILROAD IS TWO BLOCKS S OF THE CHURCH.
 KV3956
 KV3956                          STATION RECOVERY (1933)
 KV3956
 KV3956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3956'STATION RECOVERED IN GOOD CONDITION FROM THE ORIGINAL DESCRIPTION.
 KV3956'
 KV3956'A COMPLETE DESCRIPTION FOLLOWS--
 KV3956'
 KV3956'THIS STATION IS W OF THE PASSAIC RIVER, IN PASSAIC, ON THE E
 KV3956'SIDE OF FIRST STREET (FRONTING ON DUNDEE CANAL) N OF BERGEN
 KV3956'STREET.  IT IS THE SHORTEST SPIRE OF THREE ATOP ST. MICHAELS
 KV3956'RUSSIAN CATHOLIC CHURCH (A RED BRICK BUILDING WITH GRAY BRICK
 KV3956'TOWERS RISING AT THE W SIDE).  THE STATION SPIRE IS SLATE-ROOFED
 KV3956'AND SURMOUNTED BY A COPPER-SHEATHED DOME AND GOLD CROSS.
 KV3956'
 KV3956'STATION IS THE BASE OF THE CROSS.
 KV3956'
 KV3956'THIS STATION WAS NOT OCCUPIED.
 KV3956
 KV3956                          STATION RECOVERY (2005)
 KV3956
 KV3956'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV3956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4215 ***********************************************************************
 KV4215  DESIGNATION -  PASSAIC ST JOHNS CHURCH SPIRE
 KV4215  PID         -  KV4215
 KV4215  STATE/COUNTY-  NJ/PASSAIC
 KV4215  USGS QUAD   -  ORANGE (1981)
 KV4215
 KV4215                         *CURRENT SURVEY CONTROL
 KV4215  ___________________________________________________________________
 KV4215* NAD 83(1996)-  40 52 04.06668(N)    074 07 37.63285(W)     ADJUSTED  
 KV4215* NAVD 88     -                                                        
 KV4215  ___________________________________________________________________
 KV4215  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 KV4215  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV4215
 KV4215  HORZ ORDER  -  THIRD
 KV4215
 KV4215.The horizontal coordinates were established by classical geodetic methods
 KV4215.and adjusted by the National Geodetic Survey in September 1999..
 KV4215
 KV4215
 KV4215.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4215
 KV4215.The geoid height was determined by GEOID03.
 KV4215
 KV4215;                    North         East     Units Scale Factor Converg.
 KV4215;SPC NJ       -   225,934.387   181,431.798   MT  0.99991216   +0 14 38.3
 KV4215;SPC NJ       -   741,253.07    595,247.49   sFT  0.99991216   +0 14 38.3
 KV4215;SPC NY L     -    77,865.820   289,283.432   MT  0.99999495   -0 04 59.3
 KV4215;SPC NY L     -   255,464.78    949,090.73   sFT  0.99999495   -0 04 59.3
 KV4215;UTM  18      - 4,524,448.001   573,557.426   MT  0.99966659   +0 34 16.2
 KV4215
 KV4215                          SUPERSEDED SURVEY CONTROL
 KV4215
 KV4215  NAD 83(1996)-  40 52 04.06646(N)    074 07 37.63310(W) AD(       ) 4
 KV4215  NAD 83(1986)-  40 52 04.06923(N)    074 07 37.64796(W) AD(       ) 4
 KV4215  NAD 27      -  40 52 03.71200(N)    074 07 39.12600(W) AD(       ) 3
 KV4215
 KV4215.Superseded values are not recommended for survey control.
 KV4215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4215.See file dsdata.txt to determine how the superseded data were derived.
 KV4215
 KV4215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7355724448(NAD 83)
 KV4215_MARKER: 90 = CHURCH SPIRE
 KV4215
 KV4215  HISTORY     - Date     Condition        Report By
 KV4215  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV4215  HISTORY     - 1934     GOOD             CGS
 KV4215
 KV4215                          STATION DESCRIPTION
 KV4215
 KV4215'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4215'THE SLIM SPIRE IS W OF THE PASSAIC RIVER, IN PASSAIC ON THE BLOCK
 KV4215'FORMED BY VAN BUREN STREET, SHERMAN STREET, HAMILTON AVENUE, AND
 KV4215'LEXINGTON AVENUE, ATOP ST. JOHNS CHURCH (A TALL, NARROW, RED
 KV4215'BRICK BUILDING WITH A GRAY SLATE, RIDGED ROOF).  THE ORNATE COPPER
 KV4215'SPIRE RISES FROM THE CENTER OF THE BUILDING AT THE N END.
 KV4215'
 KV4215'THE STATION IS THE BASE OF THE ORNATE CROSS AT THE SPIRE-APEX,
 KV4215'APPROXIMATELY 150 FEET ABOVE GROUND.
 KV4215
 KV4215                          STATION RECOVERY (1934)
 KV4215
 KV4215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4215'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED, WITH THE
 KV4215'FOLLOWING EXCEPTION--
 KV4215'
 KV4215'THE NAME OF THE CHURCH AS POSTED ON THE BULLETIN BOARD IS
 KV4215'ST. JOHANNES KIRCHE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4213 ***********************************************************************
 KV4213  DESIGNATION -  PASSAIC ST MARYS HOSP CUPOLA
 KV4213  PID         -  KV4213
 KV4213  STATE/COUNTY-  NJ/PASSAIC
 KV4213  USGS QUAD   -  ORANGE (1981)
 KV4213
 KV4213                         *CURRENT SURVEY CONTROL
 KV4213  ___________________________________________________________________
 KV4213* NAD 83(1996)-  40 51 04.94741(N)    074 07 43.47421(W)     ADJUSTED  
 KV4213* NAVD 88     -                                                        
 KV4213  ___________________________________________________________________
 KV4213  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 KV4213  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KV4213
 KV4213  HORZ ORDER  -  THIRD
 KV4213
 KV4213.The horizontal coordinates were established by classical geodetic methods
 KV4213.and adjusted by the National Geodetic Survey in September 1999..
 KV4213
 KV4213
 KV4213.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4213
 KV4213.The geoid height was determined by GEOID03.
 KV4213
 KV4213;                    North         East     Units Scale Factor Converg.
 KV4213;SPC NJ       -   224,110.298   181,302.751   MT  0.99991206   +0 14 34.2
 KV4213;SPC NJ       -   735,268.54    594,824.11   sFT  0.99991206   +0 14 34.2
 KV4213;SPC NY L     -    76,042.346   289,143.962   MT  0.99999490   -0 05 03.2
 KV4213;SPC NY L     -   249,482.26    948,633.15   sFT  0.99999490   -0 05 03.2
 KV4213;UTM  18      - 4,522,623.653   573,438.825   MT  0.99966638   +0 34 11.7
 KV4213
 KV4213                          SUPERSEDED SURVEY CONTROL
 KV4213
 KV4213  NAD 83(1996)-  40 51 04.94721(N)    074 07 43.47457(W) AD(       ) 4
 KV4213  NAD 83(1986)-  40 51 04.94672(N)    074 07 43.48810(W) AD(       ) 4
 KV4213  NAD 27      -  40 51 04.59800(N)    074 07 44.96400(W) AD(       ) 3
 KV4213
 KV4213.Superseded values are not recommended for survey control.
 KV4213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4213.See file dsdata.txt to determine how the superseded data were derived.
 KV4213
 KV4213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7343922624(NAD 83)
 KV4213_MARKER: 86 = CUPOLA
 KV4213
 KV4213  HISTORY     - Date     Condition        Report By
 KV4213  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4213  HISTORY     - 1932     GOOD             CGS
 KV4213
 KV4213                          STATION DESCRIPTION
 KV4213
 KV4213'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4213'STATION RECOVERED IN GOOD CONDITION.  NO DESCRIPTION AVAILABLE.
 KV4213'
 KV4213'A COMPLETE DESCRIPTION FOLLOWS--
 KV4213'
 KV4213'THE CUPOLA W OF THE PASSAIC RIVER, IN PASSAIC ON THE SE CORNER
 KV4213'OF AYGRIGG AND PENNINGTON AVENUES, ATOP THE OLD (N) PORTION OF
 KV4213'ST. MARYS HOSPITAL, A 4-STORY, RED BRICK BUILDING.  TRIANGULATION
 KV4213'STATION HOSP-1933 IS LOCATED ATOP THE NEW ADDITION TO THE S
 KV4213'WHICH IS HIGHER THAN THE OLD CUPOLA.  IT IS A BROWN-ROOFED, GREY
 KV4213'CUPOLA, SURMOUNTED BY A METAL CROSS AND LIGHTNING ROD.
 KV4213'
 KV4213'THE STATION IS THE BASE OF THE CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3952 ***********************************************************************
 KV3952  DESIGNATION -  PASSAIC TALL YELLOW CHIMNEY
 KV3952  PID         -  KV3952
 KV3952  STATE/COUNTY-  NJ/PASSAIC
 KV3952  USGS QUAD   -  WEEHAWKEN (1995)
 KV3952
 KV3952                         *CURRENT SURVEY CONTROL
 KV3952  ___________________________________________________________________
 KV3952* NAD 83(1996)-  40 51 38.41560(N)    074 06 29.36657(W)     ADJUSTED  
 KV3952* NAVD 88     -                                                        
 KV3952  ___________________________________________________________________
 KV3952  LAPLACE CORR-           6.59  (seconds)                    DEFLEC99
 KV3952  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KV3952
 KV3952  HORZ ORDER  -  THIRD
 KV3952
 KV3952.The horizontal coordinates were established by classical geodetic methods
 KV3952.and adjusted by the National Geodetic Survey in September 1999..
 KV3952
 KV3952
 KV3952.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3952
 KV3952.The geoid height was determined by GEOID03.
 KV3952
 KV3952;                    North         East     Units Scale Factor Converg.
 KV3952;SPC NJ       -   225,150.170   183,033.811   MT  0.99991343   +0 15 22.9
 KV3952;SPC NJ       -   738,680.18    600,503.43   sFT  0.99991343   +0 15 22.9
 KV3952;SPC NY L     -    77,072.404   290,881.072   MT  0.99999492   -0 04 14.7
 KV3952;SPC NY L     -   252,861.71    954,332.32   sFT  0.99999492   -0 04 14.7
 KV3952;UTM  18      - 4,523,673.133   575,163.497   MT  0.99966953   +0 35 00.6
 KV3952
 KV3952                          SUPERSEDED SURVEY CONTROL
 KV3952
 KV3952  NAD 83(1996)-  40 51 38.41545(N)    074 06 29.36690(W) AD(       ) 4
 KV3952  NAD 83(1996)-  40 51 38.41209(N)    074 06 29.37079(W) AD(       ) 4
 KV3952  NAD 83(1992)-  40 51 38.41200(N)    074 06 29.37109(W) AD(       ) 4
 KV3952  NAD 83(1986)-  40 51 38.41821(N)    074 06 29.37722(W) AD(       ) 4
 KV3952  NAD 27      -  40 51 38.04100(N)    074 06 30.85600(W) AD(       ) 3
 KV3952
 KV3952.Superseded values are not recommended for survey control.
 KV3952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3952.See file dsdata.txt to determine how the superseded data were derived.
 KV3952
 KV3952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7516323673(NAD 83)
 KV3952_MARKER: 85 = CHIMNEY
 KV3952
 KV3952  HISTORY     - Date     Condition        Report By
 KV3952  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV3952
 KV3952                          STATION DESCRIPTION
 KV3952
 KV3952'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3951 ***********************************************************************
 KV3951  DESIGNATION -  PASSAIC WOOLEN SPINNING CO TK
 KV3951  PID         -  KV3951
 KV3951  STATE/COUNTY-  NJ/PASSAIC
 KV3951  USGS QUAD   -  WEEHAWKEN (1995)
 KV3951
 KV3951                         *CURRENT SURVEY CONTROL
 KV3951  ___________________________________________________________________
 KV3951* NAD 83(1996)-  40 51 39.87619(N)    074 06 27.74194(W)     ADJUSTED  
 KV3951* NAVD 88     -                                                        
 KV3951  ___________________________________________________________________
 KV3951  LAPLACE CORR-           6.60  (seconds)                    DEFLEC99
 KV3951  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KV3951
 KV3951  HORZ ORDER  -  THIRD
 KV3951
 KV3951.The horizontal coordinates were established by classical geodetic methods
 KV3951.and adjusted by the National Geodetic Survey in September 1999..
 KV3951
 KV3951
 KV3951.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3951
 KV3951.The geoid height was determined by GEOID03.
 KV3951
 KV3951;                    North         East     Units Scale Factor Converg.
 KV3951;SPC NJ       -   225,195.391   183,071.654   MT  0.99991346   +0 15 23.9
 KV3951;SPC NJ       -   738,828.55    600,627.58   sFT  0.99991346   +0 15 23.9
 KV3951;SPC NY L     -    77,117.413   290,919.176   MT  0.99999492   -0 04 13.6
 KV3951;SPC NY L     -   253,009.38    954,457.33   sFT  0.99999492   -0 04 13.6
 KV3951;UTM  18      - 4,523,718.559   575,201.072   MT  0.99966960   +0 35 01.6
 KV3951
 KV3951                          SUPERSEDED SURVEY CONTROL
 KV3951
 KV3951  NAD 83(1996)-  40 51 39.87608(N)    074 06 27.74213(W) AD(       ) 4
 KV3951  NAD 83(1996)-  40 51 39.87428(N)    074 06 27.74474(W) AD(       ) 4
 KV3951  NAD 83(1992)-  40 51 39.87400(N)    074 06 27.74518(W) AD(       ) 4
 KV3951  NAD 83(1986)-  40 51 39.87943(N)    074 06 27.75147(W) AD(       ) 4
 KV3951  NAD 27      -  40 51 39.52300(N)    074 06 29.23600(W) AD(       ) 3
 KV3951
 KV3951.Superseded values are not recommended for survey control.
 KV3951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3951.See file dsdata.txt to determine how the superseded data were derived.
 KV3951
 KV3951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7520123719(NAD 83)
 KV3951_MARKER: 51 = TANK
 KV3951
 KV3951  HISTORY     - Date     Condition        Report By
 KV3951  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV3951
 KV3951                          STATION DESCRIPTION
 KV3951
 KV3951'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3951'THE TANK ON THE W SIDE OF THE PASSAIC RIVER, IN PASSAIC AT THE
 KV3951'FOOT OF 9TH STREET ON THE RIVER, IN THE PLANT OF THE PASSAIC
 KV3951'WOOLEN SPINNING COMPANY, RISING FROM THE GROUND AT THE NE CORNER
 KV3951'OF THE MAIN BUILDING (A 5-STORY, RED BRICK STRUCTURE).  IT IS A
 KV3951'STEEL TANK, APPROXIMATELY 35 FEET IN DIAMETER.  THERE IS A BASE
 KV3951'FOR ANOTHER TANK JUST SOUTHWARD.
 KV3951'
 KV3951'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 185 FEET ABOVE
 KV3951'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4154 ***********************************************************************
 KV4154  DESIGNATION -  PATTON 1913
 KV4154  PID         -  KV4154
 KV4154  STATE/COUNTY-  NJ/ESSEX
 KV4154  USGS QUAD   -  ORANGE (1981)
 KV4154
 KV4154                         *CURRENT SURVEY CONTROL
 KV4154  ___________________________________________________________________
 KV4154* NAD 83(1996)-  40 45 59.10120(N)    074 09 35.04589(W)     ADJUSTED  
 KV4154* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 KV4154  ___________________________________________________________________
 KV4154  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 KV4154  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KV4154
 KV4154  HORZ ORDER  -  THIRD
 KV4154
 KV4154.The horizontal coordinates were established by classical geodetic methods
 KV4154.and adjusted by the National Geodetic Survey in September 1999..
 KV4154
 KV4154.The orthometric height was scaled from a topographic map.
 KV4154
 KV4154.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4154
 KV4154.The geoid height was determined by GEOID03.
 KV4154
 KV4154;                    North         East     Units Scale Factor Converg.
 KV4154;SPC NJ       -   214,666.079   178,726.242   MT  0.99991015   +0 13 19.9
 KV4154;SPC NJ       -   704,283.63    586,371.01   sFT  0.99991015   +0 13 19.9
 KV4154;SPC NY L     -    66,612.185   286,513.398   MT  0.99999596   -0 06 16.1
 KV4154;SPC NY L     -   218,543.48    940,002.71   sFT  0.99999596   -0 06 16.1
 KV4154;UTM  18      - 4,513,167.229   570,916.846   MT  0.99966190   +0 32 55.3
 KV4154
 KV4154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4154!SPC NJ       -   1.00000433  x   0.99991015  =   0.99991448
 KV4154!SPC NY L     -   1.00000433  x   0.99999596  =   1.00000029
 KV4154!UTM  18      -   1.00000433  x   0.99966190  =   0.99966622
 KV4154
 KV4154:                Primary Azimuth Mark                     Grid Az
 KV4154:SPC NJ       -  LIN 2 1933                               175 55 10.4
 KV4154:SPC NY L     -  LIN 2 1933                               176 14 46.4
 KV4154:UTM  18      -  LIN 2 1933                               175 35 35.0
 KV4154
 KV4154|---------------------------------------------------------------------|
 KV4154| PID    Reference Object                     Distance      Geod. Az  |
 KV4154|                                                           dddmmss.s |
 KV4154| KV4194 LIN 2 1933                          APPROX. 0.6 KM 1760830.3 |
 KV4154| KV4160 PROS                                APPROX. 0.9 KM 2575308.1 |
 KV4154|---------------------------------------------------------------------|
 KV4154
 KV4154                          SUPERSEDED SURVEY CONTROL
 KV4154
 KV4154  NAD 83(1996)-  40 45 59.10097(N)    074 09 35.04614(W) AD(       ) 3
 KV4154  NAD 83(1986)-  40 45 59.09654(N)    074 09 35.05126(W) AD(       ) 3
 KV4154  NAD 27      -  40 45 58.73700(N)    074 09 36.53300(W) AD(       ) 3
 KV4154
 KV4154.Superseded values are not recommended for survey control.
 KV4154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4154.See file dsdata.txt to determine how the superseded data were derived.
 KV4154
 KV4154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7091713167(NAD 83)
 KV4154
 KV4154  HISTORY     - Date     Condition        Report By
 KV4154  HISTORY     - 1913     MONUMENTED       CGS
 KV4154  HISTORY     - 1933     GOOD             CGS
 KV4154  HISTORY     - 1933     GOOD             CGS
 KV4154
 KV4154                          STATION DESCRIPTION
 KV4154
 KV4154'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4154'STATION IS ON THE W SIDE OF PASSAIC RIVER, ABOUT 7/8 MILE BELOW
 KV4154'THE ERIE RAILROAD BRIDGE TO ARLINGTON AND ON THE PROPERTY OF
 KV4154'THE PATTON PAINT COMPANY OF NORTH NEWARK.  THE STATION IS ABOUT
 KV4154'90 METERS W OF THEIR DOCK, 100 METERS FROM THE NE CORNER OF
 KV4154'MOUNT PLEASANT CEMETERY, 42 METERS S OF THE STREET LEADING TO
 KV4154'THE DOCK, AND 15 METERS E OF THE ERIE RAILROAD.
 KV4154'
 KV4154'THE MARKING OF THE STATION IS NOT GIVEN BUT PROBABLY IS A
 KV4154'C. AND G.S. STANDARD BRASS DISK.
 KV4154
 KV4154                          STATION RECOVERY (1933)
 KV4154
 KV4154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4154'STATION RECOVERED IN GOOD CONDITION ALTHOUGH THE ORIGINAL
 KV4154'DESCRIPTION WAS COMPLETELY IN ERROR.  A CORRECT AND COMPLETE
 KV4154'DESCRIPTION FOLLOWS--
 KV4154'
 KV4154'THIS STATION IS ON THE W SIDE OF THE PASSAIC RIVER, IN NORTH
 KV4154'NEWARK AT THE FOOT OF RIVERSIDE AND CHESTER AVENUES.  IT IS
 KV4154'LOCATED ATOP THE TALLEST TOWER OF THE PITTSBURG PLATE GLASS
 KV4154'COMPANYS (FORMERLY THE PLANT OF THE PATTON PAINT COMPANY)
 KV4154'BUILDING NO.4.
 KV4154'
 KV4154'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK SET IN
 KV4154'A SMALL MOUND OF CONCRETE ON THE SLOPING ROOF OF THE TOWER.  NO
 KV4154'REFERENCE MARKS WERE PLACED.
 KV4154'
 KV4154'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4154'
 KV4154'NORMAL TO S INSIDE WALL OF PARAPET 1.83 METERS
 KV4154'
 KV4154'TO NE INSIDE CORNER OF PARAPET WALL 3.82 METERS
 KV4154'
 KV4154'TO SE INSIDE CORNER OF PARAPET WALL 2.51 METERS
 KV4154'
 KV4154'TO SW INSIDE CORNER OF PARAPET WALL 3.93 METERS
 KV4154
 KV4154                          STATION RECOVERY (1933)
 KV4154
 KV4154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4154'STATION RECOVERED AS DESCRIBED IN THE 1933 RECOVERY NOTE, WITH
 KV4154'THE FOLLOWING CHANGE--
 KV4154'
 KV4154'A NEW SET OF REFERENCE MEASUREMENTS WERE TAKEN TO SUPPLANT THE
 KV4154'ORIGINAL SET AS FOLLOWS--
 KV4154'
 KV4154'NORMAL TO INSIDE OF S COPING 1.826 METERS
 KV4154'
 KV4154'NORMAL TO INSIDE OF E COPING 1.782 METERS
 KV4154'
 KV4154'NORMAL TO INSIDE OF N COPING 3.337 METERS
 KV4154'
 KV4154'NORMAL TO INSIDE OF W COPING 1.002 METERS
 KV4154'
 KV4154'TO NEAR CIRCUMFERENCE OF FLAGPOLE BUTT 1.002 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4158 ***********************************************************************
 KV4158  DESIGNATION -  PATTONS CHIMNEY
 KV4158  PID         -  KV4158
 KV4158  STATE/COUNTY-  NJ/ESSEX
 KV4158  USGS QUAD   -  ORANGE (1981)
 KV4158
 KV4158                         *CURRENT SURVEY CONTROL
 KV4158  ___________________________________________________________________
 KV4158* NAD 83(1996)-  40 45 57.50179(N)    074 09 32.56915(W)     ADJUSTED  
 KV4158* NAVD 88     -                                                        
 KV4158  ___________________________________________________________________
 KV4158  LAPLACE CORR-           5.91  (seconds)                    DEFLEC99
 KV4158  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KV4158
 KV4158  HORZ ORDER  -  THIRD
 KV4158
 KV4158.The horizontal coordinates were established by classical geodetic methods
 KV4158.and adjusted by the National Geodetic Survey in September 1999..
 KV4158
 KV4158
 KV4158.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4158
 KV4158.The geoid height was determined by GEOID03.
 KV4158
 KV4158;                    North         East     Units Scale Factor Converg.
 KV4158;SPC NJ       -   214,616.972   178,784.516   MT  0.99991019   +0 13 21.5
 KV4158;SPC NJ       -   704,122.52    586,562.20   sFT  0.99991019   +0 13 21.5
 KV4158;SPC NY L     -    66,562.743   286,571.395   MT  0.99999597   -0 06 14.5
 KV4158;SPC NY L     -   218,381.27    940,192.99   sFT  0.99999597   -0 06 14.5
 KV4158;UTM  18      - 4,513,118.467   570,975.384   MT  0.99966200   +0 32 56.9
 KV4158
 KV4158                          SUPERSEDED SURVEY CONTROL
 KV4158
 KV4158  NAD 83(1996)-  40 45 57.50156(N)    074 09 32.56941(W) AD(       ) 4
 KV4158  NAD 83(1986)-  40 45 57.49718(N)    074 09 32.57450(W) AD(       ) 4
 KV4158  NAD 27      -  40 45 57.14000(N)    074 09 34.06000(W) AD(       ) 3
 KV4158
 KV4158.Superseded values are not recommended for survey control.
 KV4158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4158.See file dsdata.txt to determine how the superseded data were derived.
 KV4158
 KV4158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7097513118(NAD 83)
 KV4158_MARKER: 85 = CHIMNEY
 KV4158
 KV4158  HISTORY     - Date     Condition        Report By
 KV4158  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4158
 KV4158                          STATION DESCRIPTION
 KV4158
 KV4158'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3083 ***********************************************************************
 JU3083  DESIGNATION -  PAULSBORO
 JU3083  PID         -  JU3083
 JU3083  STATE/COUNTY-  NJ/GLOUCESTER
 JU3083  USGS QUAD   -  WOODBURY (1995)
 JU3083
 JU3083                         *CURRENT SURVEY CONTROL
 JU3083  ___________________________________________________________________
 JU3083* NAD 83(1996)-  39 49 52.97161(N)    075 14 11.24022(W)     ADJUSTED  
 JU3083* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU3083  ___________________________________________________________________
 JU3083  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 JU3083  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU3083
 JU3083  HORZ ORDER  -  SECOND
 JU3083
 JU3083.The horizontal coordinates were established by classical geodetic methods
 JU3083.and adjusted by the National Geodetic Survey in September 1999..
 JU3083
 JU3083.The orthometric height was scaled from a topographic map.
 JU3083
 JU3083.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3083
 JU3083.The geoid height was determined by GEOID03.
 JU3083
 JU3083;                    North         East     Units Scale Factor Converg.
 JU3083;SPC NJ       -   111,053.509    86,962.789   MT  0.99994890   -0 28 18.3
 JU3083;SPC NJ       -   364,348.05    285,310.42   sFT  0.99994890   -0 28 18.3
 JU3083;SPC PA S     -    58,362.719   815,142.986   MT  1.00001751   +1 37 50.8
 JU3083;SPC PA S     -   191,478.35  2,674,348.28   sFT  1.00001751   +1 37 50.8
 JU3083;SPC DE       -   203,323.259   215,426.629   MT  0.99999793   +0 06 55.6
 JU3083;SPC DE       -   667,069.73    706,778.87   sFT  0.99999793   +0 06 55.6
 JU3083;UTM  18      - 4,409,069.175   479,766.651   MT  0.99960504   -0 09 05.2
 JU3083
 JU3083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3083!SPC NJ       -   1.00000522  x   0.99994890  =   0.99995412
 JU3083!SPC PA S     -   1.00000522  x   1.00001751  =   1.00002273
 JU3083!SPC DE       -   1.00000522  x   0.99999793  =   1.00000315
 JU3083!UTM  18      -   1.00000522  x   0.99960504  =   0.99961026
 JU3083
 JU3083|---------------------------------------------------------------------|
 JU3083| PID    Reference Object                     Distance      Geod. Az  |
 JU3083|                                                           dddmmss.s |
 JU3083| CB2820 PAULSBORO RM 1                                     09037     |
 JU3083| CB2821 PAULSBORO RM 2                                     17352     |
 JU3083| JU3084 AIRWAY BEACON 67                    APPROX. 2.8 KM 1763550.2 |
 JU3083| JU3266 AIRWAY BEACON 66 B                  APPROX.17.3 KM 2374130.8 |
 JU3083| JU3081 PAULSBORO SANDURA WILD CORP TK      465.963 METERS 3450417.7 |
 JU3083|---------------------------------------------------------------------|
 JU3083
 JU3083                          SUPERSEDED SURVEY CONTROL
 JU3083
 JU3083  NAD 83(1991)-  39 49 52.96918(N)    075 14 11.24050(W) AD(       ) 2
 JU3083  NAD 83(1986)-  39 49 52.96409(N)    075 14 11.24477(W) AD(       ) 2
 JU3083  NAD 27      -  39 49 52.56100(N)    075 14 12.58400(W) AD(       ) 2
 JU3083
 JU3083.Superseded values are not recommended for survey control.
 JU3083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3083.See file dsdata.txt to determine how the superseded data were derived.
 JU3083
 JU3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7976709069(NAD 83)
 JU3083_MARKER: DS = TRIANGULATION STATION DISK
 JU3083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3083_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3083
 JU3083  HISTORY     - Date     Condition        Report By
 JU3083  HISTORY     - 1933     MONUMENTED       CGS
 JU3083  HISTORY     - 1935     GOOD             CGS
 JU3083  HISTORY     - 1938     GOOD             CGS
 JU3083  HISTORY     - 1946     GOOD             CGS
 JU3083  HISTORY     - 1973     MARK NOT FOUND   NGS
 JU3083  HISTORY     - 19981114 MARK NOT FOUND   USPSQD
 JU3083
 JU3083                          STATION DESCRIPTION
 JU3083
 JU3083'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3083'THIS STATION IS IN THE TOWN OF PAULSBORO, THE E EDGE.  IT IS ON
 JU3083'THE N SIDE OF ROUTE 44 AND THE W SIDE OF MANTUA CREEK, ON
 JU3083'PROPERTY OWNED BY A.R. GELLENTHIN COAL YARD COMPANY.  THE MARK
 JU3083'IS IN THE SE CORNER OF THE COAL YARD.  49 FEET E OF COAL YARD
 JU3083'OFFICE.  27 FEET W OF CREEK BANK.  30.45 FEET N OF NW GUARD WALL
 JU3083'OF BRIDGE.  IT IS FLUSH WITH THE GROUND.
 JU3083'
 JU3083'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 JU3083'IN CONCRETE.
 JU3083'
 JU3083'REFERENCE MARK NO.1 IS IN THE NE GUARD WALL OF THE BRIDGE.  12.55
 JU3083'FEET NE OF CENTER OF E ABUTMENT.  62 FEET N OF CENTER OF BRIDGE
 JU3083'SPAN.  THE MARK IS SET IN A DRILLED HOLE WITH CONCRETE.
 JU3083'
 JU3083'REFERENCE MARK NO.2 IS IN SW GUARD WALL OF THE BRIDGE.  47.84
 JU3083'FEET S OF CENTER OF W ABUTMENT.  106.6 FEET S OF CENTER OF BRIDGE
 JU3083'SPAN.  THE MARK IS SET IN A DRILLED HOLE WITH CONCRETE.
 JU3083
 JU3083                          STATION RECOVERY (1935)
 JU3083
 JU3083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 JU3083'STATION IS E OF PAULSBORO, ON N SIDE OF ROUTE 44 W SIDE OF MANTUA
 JU3083'CREEK, ON PROPERTY OWNED BY A.R. GELLENTHIN COAL YARD COMPANY.
 JU3083'
 JU3083'THE REFERENCE MARKS HAVE BEEN DESTROYED BY DEMOLITION OF THE
 JU3083'BRIDGE ON WHICH THEY WERE SET.  THE STATION IS UNDISTURBED, BUT
 JU3083'WHEN VISITED WAS COVERED BY STORED STRUCTURAL STEEL AND BRIDGE
 JU3083'MATERIALS, AND COULD NOT BE EXAMINED.
 JU3083'
 JU3083'REPAIRS WERE NOT FEASIBLE AT TIME OF THIS RECOVERY.
 JU3083
 JU3083                          STATION RECOVERY (1938)
 JU3083
 JU3083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CAT)
 JU3083'RECOVERED IN EXCELLENT CONDITION APPROXIMATELY 2 FEET
 JU3083'UNDER GROUND.  A TERRA COTTA PIPE 12 INCHES IN DIAMETER EXTENDS
 JU3083'WITHIN 3 INCHES OF SURFACE OF GROUND, THIS BEING COVERED BY A
 JU3083'PIECE OF CAST IRON PLATE 14 INCHES SQUARE.
 JU3083'
 JU3083'NOTE.--IN FIELD BOOK NO.2, NEW JERSEY 1938 BY C.A. TURNER,
 JU3083'U.S.G.S.  DUE TO FACT NEW BRIDGE HAS BEEN BUILT IN 1935 AND
 JU3083'REFERENCE MARKS TO NEW BRIDGE THAT DOES NOT SHOW IN NOTES OF
 JU3083'1933.  DIRECTION AZIMUTH PAULSBORO TRIANGULATION STATION TO
 JU3083'BELLEVUE HOTEL REFERENCE MARK TO REFERENCE MARK NO.1, DOES NOT
 JU3083'AGREE WITH MY OBSERVED AZIMUTH (BOOK 1-PAGE 49 1918) BY 6 DEG
 JU3083'59 MIN 43.9 SEC.
 JU3083'
 JU3083'I THEREFORE RECHAINED DISTANCE FROM PAULSBORO TRIANGULATION
 JU3083'STATION TO REFERENCE MARK NO.1 AND REFERENCE MARK NO.2.
 JU3083'
 JU3083'INSTRUMENT ON PAULSBORO.  SIGHT ON REFERENCE MARK NO.1 TURNED
 JU3083'THREE DIRECT ANGLES AND THREE REVERSE TO REFERENCE MARK NO.2.
 JU3083'
 JU3083'CHAINED DISTANCE FROM PAULSBORO TRIANGULATION STATION TO
 JU3083'REFERENCE MARK NO.1=184.98 FEET.
 JU3083'
 JU3083'CHAINED DISTANCE FROM PAULSBORO TRIANGULATION STATION TO
 JU3083'REFERENCE MARK NO.2=14.70 FEET.
 JU3083'
 JU3083'REFERENCE MARK NO.1 IS IN THE NE END OF BRIDGE SEAT.
 JU3083'
 JU3083'REFERENCE MARK NO.2 IS IN THE NW END OF GUARD RAIL OF BRIDGE.
 JU3083'
 JU3083'MY OBSERVED AZIMUTH FROM PAULSBORO TRIANGULATION STATION TO
 JU3083'REFERENCE MARK NO.1=263 DEG 37 MIN 27 SEC (NEW POSITION OF
 JU3083'REFERENCE MARK NO.1) OBSERVED AZIMUTH 263 DEG 37 MIN 27 SEC CHECKS
 JU3083'THE COAST AND GEODETIC SURVEY AZIMUTH PAULSBORO TO TANK, BLACK,
 JU3083'AZIMUTH MARK (DIRECTION) 299 DEG 24 MIN 12.1 SEC (FROM BELLEVUE
 JU3083'HOTEL R.M.) BY PLUS 16 SECONDS, GIVING GOOD INDICATION THAT
 JU3083'PAULSBORO IS IN GOOD POSITION.
 JU3083
 JU3083                          STATION RECOVERY (1946)
 JU3083
 JU3083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3083'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD
 JU3083'CONDITION.  THE 1938 DESCRIPTION IS ADEQUATE FOR PRESENT-DAY
 JU3083'RECOVERY EXCEPT FOR THE FOLLOWING ADDITION AND CHANGE--
 JU3083'
 JU3083'ADD - VERTICAL LIFT TO NEW BRIDGE.
 JU3083'
 JU3083'CHANGE - A.R. GELLENTHIN COAL YARD COMPANY TO E.G. MILLER
 JU3083'LUMBER COMPANY.
 JU3083
 JU3083                          STATION RECOVERY (1973)
 JU3083
 JU3083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 JU3083'THE STATION MARK WAS NOT RECOVERED AS IT WAS COVERED WITH EXCESS
 JU3083'ANCHOR CHAIN.
 JU3083'
 JU3083'REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED IN THE 1938
 JU3083'DESCRIPTION.
 JU3083'
 JU3083'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3083'AT PAULSBORO.
 JU3083
 JU3083                          STATION RECOVERY (1998)
 JU3083
 JU3083'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3080 ***********************************************************************
 JU3080  DESIGNATION -  PAULSBORO MUNICIPAL TANK
 JU3080  PID         -  JU3080
 JU3080  STATE/COUNTY-  NJ/GLOUCESTER
 JU3080  USGS QUAD   -  WOODBURY (1995)
 JU3080
 JU3080                         *CURRENT SURVEY CONTROL
 JU3080  ___________________________________________________________________
 JU3080* NAD 83(1996)-  39 50 23.79794(N)    075 14 39.78159(W)     ADJUSTED  
 JU3080* NAVD 88     -                                                        
 JU3080  ___________________________________________________________________
 JU3080  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 JU3080  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JU3080
 JU3080  HORZ ORDER  -  THIRD
 JU3080
 JU3080.The horizontal coordinates were established by classical geodetic methods
 JU3080.and adjusted by the National Geodetic Survey in September 1999..
 JU3080
 JU3080
 JU3080.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3080
 JU3080.The geoid height was determined by GEOID03.
 JU3080
 JU3080;                    North         East     Units Scale Factor Converg.
 JU3080;SPC NJ       -   112,009.794    86,292.081   MT  0.99994995   -0 28 36.8
 JU3080;SPC NJ       -   367,485.47    283,109.94   sFT  0.99994995   -0 28 36.8
 JU3080;SPC PA S     -    59,293.816   814,437.598   MT  1.00001592   +1 37 32.3
 JU3080;SPC PA S     -   194,533.13  2,672,034.02   sFT  1.00001592   +1 37 32.3
 JU3080;SPC DE       -   204,272.666   214,746.123   MT  0.99999768   +0 06 37.3
 JU3080;SPC DE       -   670,184.57    704,546.24   sFT  0.99999768   +0 06 37.3
 JU3080;UTM  18      - 4,410,021.368   479,090.840   MT  0.99960538   -0 09 23.6
 JU3080
 JU3080                          SUPERSEDED SURVEY CONTROL
 JU3080
 JU3080  NAD 83(1991)-  39 50 23.79583(N)    075 14 39.78303(W) AD(       ) 4
 JU3080  NAD 83(1986)-  39 50 23.79072(N)    075 14 39.78700(W) AD(       ) 4
 JU3080  NAD 27      -  39 50 23.38600(N)    075 14 41.12900(W) AD(       ) 3
 JU3080
 JU3080.Superseded values are not recommended for survey control.
 JU3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3080.See file dsdata.txt to determine how the superseded data were derived.
 JU3080
 JU3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7909110021(NAD 83)
 JU3080_MARKER: 53 = ELEVATED TANK
 JU3080
 JU3080  HISTORY     - Date     Condition        Report By
 JU3080  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3080  HISTORY     - 1959     GOOD             CGS
 JU3080  HISTORY     - 1975     GOOD             NGS
 JU3080  HISTORY     - 1976     GOOD             NGS
 JU3080  HISTORY     - 19981114 GOOD             USPSQD
 JU3080
 JU3080                          STATION DESCRIPTION
 JU3080
 JU3080'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3080'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE LARGE TALL
 JU3080'PAULSBORO MUNICIPAL WATER TANK ABOUT 75 FEET W OF NASSAU STREET
 JU3080'AND ABOUT 500 FEET N OF THE V INTERSECTION OF NASSAU STREET AND
 JU3080'N. DELAWARE AVENUE.  THE TANK IS ABOUT 115 FEET HIGH AND IS
 JU3080'SUPPORTED BY SIX STEEL LEGS.  IT IS SILVER AND IS LETTERED
 JU3080'PAULSBORO ON THE SE AND SW SIDES.  THERE IS A SMALL BLACK
 JU3080'STANDPIPE NEARBY.
 JU3080
 JU3080                          STATION RECOVERY (1959)
 JU3080
 JU3080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GDB)
 JU3080'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THE TANK IS NOW
 JU3080'PAINTED GREY AND IS NO LONGER LETTERED PAULSBORO.
 JU3080
 JU3080                          STATION RECOVERY (1975)
 JU3080
 JU3080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3080'THE STATION WAS RECOVERED IN FAIR CONDITION AND THE ORIGINAL
 JU3080'DESCRIPTION IS ADEQUATE, THE STANDPIPE MENTIONED IS NOT NOW PRESENT.
 JU3080
 JU3080                          STATION RECOVERY (1976)
 JU3080
 JU3080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 JU3080'THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THAT THE TANK IS NOW
 JU3080'A WELL WEATHERED SHADE OF DARK GREEN.
 JU3080
 JU3080                          STATION RECOVERY (1998)
 JU3080
 JU3080'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3081 ***********************************************************************
 JU3081  DESIGNATION -  PAULSBORO SANDURA WILD CORP TK
 JU3081  PID         -  JU3081
 JU3081  STATE/COUNTY-  NJ/GLOUCESTER
 JU3081  USGS QUAD   -  WOODBURY (1995)
 JU3081
 JU3081                         *CURRENT SURVEY CONTROL
 JU3081  ___________________________________________________________________
 JU3081* NAD 83(1996)-  39 50 07.56889(N)    075 14 16.28835(W)     ADJUSTED  
 JU3081* NAVD 88     -                                                        
 JU3081  ___________________________________________________________________
 JU3081  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 JU3081  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JU3081
 JU3081  HORZ ORDER  -  THIRD
 JU3081
 JU3081.The horizontal coordinates were established by classical geodetic methods
 JU3081.and adjusted by the National Geodetic Survey in September 1999..
 JU3081
 JU3081
 JU3081.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3081
 JU3081.The geoid height was determined by GEOID03.
 JU3081
 JU3081;                    North         East     Units Scale Factor Converg.
 JU3081;SPC NJ       -   111,504.670    86,846.475   MT  0.99994909   -0 28 21.6
 JU3081;SPC NJ       -   365,828.24    284,928.81   sFT  0.99994909   -0 28 21.6
 JU3081;SPC PA S     -    58,809.340   815,010.189   MT  1.00001675   +1 37 47.5
 JU3081;SPC PA S     -   192,943.64  2,673,912.60   sFT  1.00001675   +1 37 47.5
 JU3081;SPC DE       -   203,773.226   215,305.692   MT  0.99999788   +0 06 52.4
 JU3081;SPC DE       -   668,545.99    706,382.09   sFT  0.99999788   +0 06 52.4
 JU3081;UTM  18      - 4,409,519.524   479,647.857   MT  0.99960510   -0 09 08.5
 JU3081
 JU3081                          SUPERSEDED SURVEY CONTROL
 JU3081
 JU3081  NAD 83(1991)-  39 50 07.56658(N)    075 14 16.28865(W) AD(       ) 4
 JU3081  NAD 83(1986)-  39 50 07.56219(N)    075 14 16.29318(W) AD(       ) 4
 JU3081  NAD 27      -  39 50 07.15400(N)    075 14 17.62900(W) AD(       ) 3
 JU3081
 JU3081.Superseded values are not recommended for survey control.
 JU3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3081.See file dsdata.txt to determine how the superseded data were derived.
 JU3081
 JU3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7964809520(NAD 83)
 JU3081_MARKER: 51 = TANK
 JU3081
 JU3081  HISTORY     - Date     Condition        Report By
 JU3081  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3081  HISTORY     - 1946     GOOD             CGS
 JU3081  HISTORY     - 19981114 MARK NOT FOUND   USPSQD
 JU3081
 JU3081                          STATION DESCRIPTION
 JU3081
 JU3081'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3081'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE SQUAT BLACK
 JU3081'WATER TANK AT THE SANDURA-WILD CORPORATION AT THE NE CORNER OF
 JU3081'THE INTERSECTION OF THE PENNSYLVANIA RAILROAD AND N. COMMERCE
 JU3081'AVENUE.  THE TANK IS ABOUT 200 FEET N OF THE TRACK AND 400 FEET E
 JU3081'OF N. COMMERCE AVENUE.  THE TANK IS ABOUT 100 FEET HIGH.  THERE
 JU3081'IS A SMALL WOODEN TANK NEARBY.
 JU3081
 JU3081                          STATION RECOVERY (1946)
 JU3081
 JU3081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3081'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU3081'IS ADEQUATE EXCEPT FOR THE FOLLOWING--
 JU3081'
 JU3081'CHANGE - 100 FEET HIGH TO 135 FEET HIGH.
 JU3081'
 JU3081'DELETE - THERE IS A SMALL WOODEN TANK NEARBY AND SUBSTITUTE THE
 JU3081'REMAINS OF A SMALL WOODEN TANK ARE NEARBY.
 JU3081
 JU3081                          STATION RECOVERY (1998)
 JU3081
 JU3081'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3273 ***********************************************************************
 JU3273  DESIGNATION -  PAULSBORO VACUUM OIL N STACK
 JU3273  PID         -  JU3273
 JU3273  STATE/COUNTY-  NJ/GLOUCESTER
 JU3273  USGS QUAD   -  BRIDGEPORT (1995)
 JU3273
 JU3273                         *CURRENT SURVEY CONTROL
 JU3273  ___________________________________________________________________
 JU3273* NAD 83(1996)-  39 50 32.20784(N)    075 15 25.57655(W)     ADJUSTED  
 JU3273* NAVD 88     -                                                        
 JU3273  ___________________________________________________________________
 JU3273  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 JU3273  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU3273
 JU3273  HORZ ORDER  -  THIRD
 JU3273
 JU3273.The horizontal coordinates were established by classical geodetic methods
 JU3273.and adjusted by the National Geodetic Survey in September 1999..
 JU3273
 JU3273
 JU3273.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3273
 JU3273.The geoid height was determined by GEOID03.
 JU3273
 JU3273;                    North         East     Units Scale Factor Converg.
 JU3273;SPC NJ       -   112,278.291    85,205.556   MT  0.99995167   -0 29 06.3
 JU3273;SPC NJ       -   368,366.36    279,545.23   sFT  0.99995167   -0 29 06.3
 JU3273;SPC PA S     -    59,522.286   813,341.883   MT  1.00001549   +1 37 02.5
 JU3273;SPC PA S     -   195,282.70  2,668,439.16   sFT  1.00001549   +1 37 02.5
 JU3273;SPC DE       -   204,530.024   213,656.852   MT  0.99999730   +0 06 08.0
 JU3273;SPC DE       -   671,028.92    700,972.52   sFT  0.99999730   +0 06 08.0
 JU3273;UTM  18      - 4,410,283.695   478,003.207   MT  0.99960596   -0 09 53.0
 JU3273
 JU3273                          SUPERSEDED SURVEY CONTROL
 JU3273
 JU3273  NAD 83(1991)-  39 50 32.20578(N)    075 15 25.57696(W) AD(       ) 4
 JU3273  NAD 83(1986)-  39 50 32.20135(N)    075 15 25.58134(W) AD(       ) 4
 JU3273  NAD 27      -  39 50 31.79400(N)    075 15 26.91800(W) AD(       ) 3
 JU3273
 JU3273.Superseded values are not recommended for survey control.
 JU3273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3273.See file dsdata.txt to determine how the superseded data were derived.
 JU3273
 JU3273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7800310284(NAD 83)
 JU3273_MARKER: 63 = STACK
 JU3273
 JU3273  HISTORY     - Date     Condition        Report By
 JU3273  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3273  HISTORY     - 1946     GOOD             CGS
 JU3273
 JU3273                          STATION DESCRIPTION
 JU3273
 JU3273'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3273'THE STATION IS THE CENTER OF THE NORTHERLY OF TWO RED BRICK
 JU3273'STACKS AT THE VACUUM OIL COMPANY REFINING PLANT ON BRAMELL
 JU3273'POINT IN THE NORTHWESTERN PART OF PAULSBORO.  THE TWO BRICK
 JU3273'STACKS ARE JUST N OF TWO LARGE CONCRETE STACKS.  BOTH BRICK
 JU3273'STACKS ARE LETTERED VACUUM OIL COMPANY INLAID WITH YELLOW
 JU3273'BRICK.  THE STACKS ARE ABOUT 140 FEET HIGH.
 JU3273
 JU3273                          STATION RECOVERY (1946)
 JU3273
 JU3273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3273'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3275 ***********************************************************************
 JU3275  DESIGNATION -  PAULSBORO VACUUM OIL E STACK
 JU3275  PID         -  JU3275
 JU3275  STATE/COUNTY-  NJ/GLOUCESTER
 JU3275  USGS QUAD   -  BRIDGEPORT (1995)
 JU3275
 JU3275                         *CURRENT SURVEY CONTROL
 JU3275  ___________________________________________________________________
 JU3275* NAD 83(1996)-  39 50 29.72220(N)    075 15 27.14820(W)     ADJUSTED  
 JU3275* NAVD 88     -                                                        
 JU3275  ___________________________________________________________________
 JU3275  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 JU3275  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU3275
 JU3275  HORZ ORDER  -  THIRD
 JU3275
 JU3275.The horizontal coordinates were established by classical geodetic methods
 JU3275.and adjusted by the National Geodetic Survey in September 1999..
 JU3275
 JU3275
 JU3275.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3275
 JU3275.The geoid height was determined by GEOID03.
 JU3275
 JU3275;                    North         East     Units Scale Factor Converg.
 JU3275;SPC NJ       -   112,201.951    85,167.544   MT  0.99995173   -0 29 07.3
 JU3275;SPC NJ       -   368,115.90    279,420.52   sFT  0.99995173   -0 29 07.3
 JU3275;SPC PA S     -    59,444.598   813,306.695   MT  1.00001561   +1 37 01.5
 JU3275;SPC PA S     -   195,027.82  2,668,323.72   sFT  1.00001561   +1 37 01.5
 JU3275;SPC DE       -   204,453.295   213,619.623   MT  0.99999728   +0 06 07.0
 JU3275;SPC DE       -   670,777.19    700,850.38   sFT  0.99999728   +0 06 07.0
 JU3275;UTM  18      - 4,410,207.171   477,965.635   MT  0.99960598   -0 09 54.0
 JU3275
 JU3275                          SUPERSEDED SURVEY CONTROL
 JU3275
 JU3275  NAD 83(1991)-  39 50 29.72016(N)    075 15 27.14890(W) AD(       ) 4
 JU3275  NAD 83(1986)-  39 50 29.71544(N)    075 15 27.15319(W) AD(       ) 4
 JU3275  NAD 27      -  39 50 29.30600(N)    075 15 28.48500(W) AD(       ) 3
 JU3275
 JU3275.Superseded values are not recommended for survey control.
 JU3275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3275.See file dsdata.txt to determine how the superseded data were derived.
 JU3275
 JU3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7796610207(NAD 83)
 JU3275_MARKER: 63 = STACK
 JU3275
 JU3275  HISTORY     - Date     Condition        Report By
 JU3275  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3275  HISTORY     - 1946     GOOD             CGS
 JU3275  HISTORY     - 1959     GOOD             CGS
 JU3275
 JU3275                          STATION DESCRIPTION
 JU3275
 JU3275'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3275'THIS STATION IS THE CENTER OF THE EASTERLY OF TWO LARGE
 JU3275'CONCRETE STACKS AT THE VACUUM OIL COMPANY REFINING PLANT ON
 JU3275'BRAMELL POINT IN THE NORTHWESTERN PART OF PAULSBORO.  THE TWO
 JU3275'CONCRETE STACKS ARE JUST S OF TWO BRICK STACKS LETTERED VACUUM
 JU3275'OIL COMPANY.  THE STACKS ARE ABOUT 140 FEET HIGH.
 JU3275
 JU3275                          STATION RECOVERY (1946)
 JU3275
 JU3275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3275'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 JU3275'
 JU3275'PREVIOUSLY LISTED AS PAULSBORO VACUUM OIL STACK.
 JU3275
 JU3275                          STATION RECOVERY (1959)
 JU3275
 JU3275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GDB)
 JU3275'RECOVERED AS DESCRIBED.  PREVIOUS DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3073 ***********************************************************************
 JU3073  DESIGNATION -  PAVONIA HIGH STANDPIPE
 JU3073  PID         -  JU3073
 JU3073  STATE/COUNTY-  NJ/CAMDEN
 JU3073  USGS QUAD   -  CAMDEN (1995)
 JU3073
 JU3073                         *CURRENT SURVEY CONTROL
 JU3073  ___________________________________________________________________
 JU3073* NAD 83(1996)-  39 57 11.88343(N)    075 05 32.24725(W)     ADJUSTED  
 JU3073* NAVD 88     -                                                        
 JU3073  ___________________________________________________________________
 JU3073  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 JU3073  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU3073
 JU3073  HORZ ORDER  -  THIRD
 JU3073
 JU3073.The horizontal coordinates were established by classical geodetic methods
 JU3073.and adjusted by the National Geodetic Survey in September 1999..
 JU3073
 JU3073
 JU3073.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3073
 JU3073.The geoid height was determined by GEOID03.
 JU3073
 JU3073;                    North         East     Units Scale Factor Converg.
 JU3073;SPC NJ       -   124,497.714    99,392.459   MT  0.99993152   -0 22 49.3
 JU3073;SPC NJ       -   408,456.25    326,090.09   sFT  0.99993152   -0 22 49.3
 JU3073;SPC PA S     -    72,255.048   827,071.583   MT  0.99999694   +1 43 27.5
 JU3073;SPC PA S     -   237,056.77  2,713,484.02   sFT  0.99999694   +1 43 27.5
 JU3073;UTM  18      - 4,422,578.179   492,116.712   MT  0.99960077   -0 03 33.4
 JU3073
 JU3073                          SUPERSEDED SURVEY CONTROL
 JU3073
 JU3073  NAD 83(1991)-  39 57 11.88118(N)    075 05 32.24985(W) AD(       ) 4
 JU3073  NAD 83(1986)-  39 57 11.87927(N)    075 05 32.25245(W) AD(       ) 4
 JU3073  NAD 27      -  39 57 11.46900(N)    075 05 33.63400(W) AD(       ) 3
 JU3073
 JU3073.Superseded values are not recommended for survey control.
 JU3073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3073.See file dsdata.txt to determine how the superseded data were derived.
 JU3073
 JU3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9211722578(NAD 83)
 JU3073_MARKER: 52 = STANDPIPE TANK
 JU3073
 JU3073  HISTORY     - Date     Condition        Report By
 JU3073  HISTORY     - 1925     FIRST OBSERVED   CGS
 JU3073  HISTORY     - 1946     GOOD             CGS
 JU3073
 JU3073                          STATION DESCRIPTION
 JU3073
 JU3073'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3073'THIS IS A HIGH STANDPIPE OF LARGE DIAMETER, LOCATED NEAR THE
 JU3073'INTERSECTION OF TWENTY-SIXTH AND TWENTY-SEVENTH STREETS, PAVONIA.
 JU3073
 JU3073                          STATION RECOVERY (1946)
 JU3073
 JU3073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3073'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU3073'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2802 ***********************************************************************
 KU2802  DESIGNATION -  PAYNE
 KU2802  PID         -  KU2802
 KU2802  STATE/COUNTY-  NJ/MONMOUTH
 KU2802  USGS QUAD   -  SANDY HOOK (1981)
 KU2802
 KU2802                         *CURRENT SURVEY CONTROL
 KU2802  ___________________________________________________________________
 KU2802* NAD 83(1996)-  40 23 27.74457(N)    073 58 38.73023(W)     ADJUSTED  
 KU2802* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU2802  ___________________________________________________________________
 KU2802  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 KU2802  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KU2802
 KU2802  HORZ ORDER  -  THIRD
 KU2802
 KU2802.The horizontal coordinates were established by classical geodetic methods
 KU2802.and adjusted by the National Geodetic Survey in September 1999..
 KU2802
 KU2802.The orthometric height was scaled from a topographic map.
 KU2802
 KU2802.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2802
 KU2802.The geoid height was determined by GEOID03.
 KU2802
 KU2802;                    North         East     Units Scale Factor Converg.
 KU2802;SPC NJ       -   173,061.641   194,364.760   MT  0.99992422   +0 20 19.1
 KU2802;SPC NJ       -   567,786.40    637,678.38   sFT  0.99992422   +0 20 19.1
 KU2802;UTM  18      - 4,471,662.202   586,787.495   MT  0.99969271   +0 39 45.6
 KU2802
 KU2802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2802!SPC NJ       -   1.00000500  x   0.99992422  =   0.99992922
 KU2802!UTM  18      -   1.00000500  x   0.99969271  =   0.99969771
 KU2802
 KU2802|---------------------------------------------------------------------|
 KU2802| PID    Reference Object                     Distance      Geod. Az  |
 KU2802|                                                           dddmmss.s |
 KU2802| CB7254 PAYNE RM 1                           21.816 METERS 08121     |
 KU2802| CB7255 PAYNE RM 2                           28.417 METERS 16517     |
 KU2802| KU2795 NAVESINK LIGHT SOUTH                APPROX. 0.9 KM 3085542.9 |
 KU2802| KU0842 NEW BRIDGE                          APPROX. 0.6 KM 3594451.8 |
 KU2802|---------------------------------------------------------------------|
 KU2802
 KU2802                          SUPERSEDED SURVEY CONTROL
 KU2802
 KU2802  NAD 83(1986)-  40 23 27.74530(N)    073 58 38.72961(W) AD(       ) 3
 KU2802  NAD 27      -  40 23 27.35400(N)    073 58 40.24000(W) AD(       ) 3
 KU2802
 KU2802.Superseded values are not recommended for survey control.
 KU2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2802.See file dsdata.txt to determine how the superseded data were derived.
 KU2802
 KU2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8678771662(NAD 83)
 KU2802_MARKER: DS = TRIANGULATION STATION DISK
 KU2802_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KU2802_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU2802
 KU2802  HISTORY     - Date     Condition        Report By
 KU2802  HISTORY     - 1934     MONUMENTED       CGS
 KU2802  HISTORY     - 1962     MARK NOT FOUND   CGS
 KU2802  HISTORY     - 19920722 MARK NOT FOUND   USPSQD
 KU2802
 KU2802                          STATION DESCRIPTION
 KU2802
 KU2802'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KU2802'LOCATED ON THE E BANK OF THE SHREWSBURY RIVER 0.4 MILE S OF THE
 KU2802'HIGHLANDS HIGHWAY BRIDGE AT THE S END OF THE FIRST BULKHEAD BELOW
 KU2802'BRIDGE AND ON THE NW CORNER OF PROPERTY OF MR. JOHN PAYNE 2.5
 KU2802'METERS E OF BULKHEAD, AND 1.7 METERS S OF BARBED WIRE FENCE.
 KU2802'
 KU2802'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 KU2802'REFERENCE MARK NO.1 AND 2 ARE STANDARD
 KU2802'BRONZE DISKS SET IN CONCRETE.
 KU2802'
 KU2802'REFERENCE MARK NO.1 IS ALONG FENCE LINE TO EASTWARD 0.4 METER
 KU2802'S OF FENCE.
 KU2802'
 KU2802'REFERENCE MARK NO.2 IS TO THE SOUTHWARD 4 METERS N OF BULKHEAD
 KU2802'AND 7 METERS E OF BULKHEAD.
 KU2802'
 KU2802'REACHED VIA OCEAN AVENUE 0.4 MILE S OF BRIDGE.  TURN RIGHT ON
 KU2802'PRIVATE CINDER ROAD THENCE TO STATION.
 KU2802'
 KU2802'ALL STATIONS VISIBLE FROM GROUND.
 KU2802
 KU2802                          STATION RECOVERY (1962)
 KU2802
 KU2802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2802'NOT RECOVERED.  THE PROPERTY IS AT 240 OCEAN AVENUE, IN THE
 KU2802'VICINITY OF DARBY LANE.  NEW FILL, NEW BULKHEADS AND PROPERTY
 KU2802'DEVELOPMENT HAVE OCCURRED HERE.  NONE OF THE RESIDENTS QUESTIONED
 KU2802'KNEW OF THE MARKS.
 KU2802
 KU2802                          STATION RECOVERY (1992)
 KU2802
 KU2802'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0233 ***********************************************************************
 KV0233  DESIGNATION -  PBM 65 33 USE
 KV0233  PID         -  KV0233
 KV0233  STATE/COUNTY-  NJ/UNION
 KV0233  USGS QUAD   -  ELIZABETH (1995)
 KV0233
 KV0233                         *CURRENT SURVEY CONTROL
 KV0233  ___________________________________________________________________
 KV0233* NAD 83(1986)-  40 39 07.     (N)    074 11 11.     (W)     SCALED    
 KV0233* NAVD 88     -         7.441  (meters)      24.41   (feet)  ADJUSTED  
 KV0233  ___________________________________________________________________
 KV0233  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV0233  DYNAMIC HT  -           7.438 (meters)      24.40  (feet)  COMP
 KV0233  MODELED GRAV-     980,222.8   (mgal)                       NAVD 88
 KV0233
 KV0233  VERT ORDER  -  FIRST     CLASS II
 KV0233
 KV0233.The horizontal coordinates were scaled from a topographic map and have
 KV0233.an estimated accuracy of +/- 6 seconds.
 KV0233
 KV0233.The orthometric height was determined by differential leveling
 KV0233.and adjusted by the National Geodetic Survey in June 1991..
 KV0233
 KV0233.The geoid height was determined by GEOID03.
 KV0233
 KV0233.The dynamic height is computed by dividing the NAVD 88
 KV0233.geopotential number by the normal gravity value computed on the
 KV0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0233.degrees latitude (g = 980.6199 gals.).
 KV0233
 KV0233.The modeled gravity was interpolated from observed gravity values.
 KV0233
 KV0233;                    North         East    Units  Estimated Accuracy
 KV0233;SPC NJ       -   201,950.      176,520.      MT  (+/- 180 meters Scaled)
 KV0233
 KV0233                          SUPERSEDED SURVEY CONTROL
 KV0233
 KV0233  NGVD 29 (04/16/92)    7.775  (m)           25.51   (f) ADJUSTED    1 2
 KV0233
 KV0233.Superseded values are not recommended for survey control.
 KV0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0233.See file dsdata.txt to determine how the superseded data were derived.
 KV0233
 KV0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL687004(NAD 83)
 KV0233_MARKER: X = CHISELED CROSS
 KV0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0233_SP_SET: STEP
 KV0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0233
 KV0233  HISTORY     - Date     Condition        Report By
 KV0233  HISTORY     - 1952     MONUMENTED       DOD
 KV0233  HISTORY     - 1952     GOOD             CGS
 KV0233
 KV0233                          STATION DESCRIPTION
 KV0233
 KV0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0233'AT ELIZABETHPORT.
 KV0233'AT ELIZABETHPORT, ABOUT 0.3 MILE EAST ALONG SECOND STREET FROM
 KV0233'THE JUNCTION OF FULTON STREET, IN THE NORTHEAST QUARTER OF THE
 KV0233'CROSSING OF SECOND STREET AND COURT STREET, A 2-INCH CHISELED
 KV0233'CROSS ON TOP OF THE SOUTH END OF THE BOTTOM STEP OF THE SOUTH
 KV0233'ONE OF THREE ENTRANCES TO WEST SIDE OF CATHOLIC CHURCH AND ABOUT
 KV0233'1/2 FOOT ABOVE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5050 ***********************************************************************
 KV5050  DESIGNATION -  PBM B 12 33 USE 1944
 KV5050  PID         -  KV5050
 KV5050  STATE/COUNTY-  NJ/MONMOUTH
 KV5050  USGS QUAD   -  LONG BRANCH (1981)
 KV5050
 KV5050                         *CURRENT SURVEY CONTROL
 KV5050  ___________________________________________________________________
 KV5050* NAD 83(1996)-  40 20 22.88976(N)    074 05 36.47347(W)     ADJUSTED  
 KV5050* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 KV5050  ___________________________________________________________________
 KV5050  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 KV5050  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KV5050
 KV5050  HORZ ORDER  -  SECOND
 KV5050
 KV5050.The horizontal coordinates were established by classical geodetic methods
 KV5050.and adjusted by the National Geodetic Survey in September 1999..
 KV5050
 KV5050.The orthometric height was scaled from a topographic map.
 KV5050
 KV5050.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5050
 KV5050.The geoid height was determined by GEOID03.
 KV5050
 KV5050;                    North         East     Units Scale Factor Converg.
 KV5050;SPC NJ       -   167,308.598   184,539.563   MT  0.99991468   +0 15 47.4
 KV5050;SPC NJ       -   548,911.63    605,443.55   sFT  0.99991468   +0 15 47.4
 KV5050;UTM  18      - 4,465,855.089   576,997.290   MT  0.99967298   +0 35 12.6
 KV5050
 KV5050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5050!SPC NJ       -   0.99999934  x   0.99991468  =   0.99991402
 KV5050!UTM  18      -   0.99999934  x   0.99967298  =   0.99967232
 KV5050
 KV5050                          SUPERSEDED SURVEY CONTROL
 KV5050
 KV5050  NAD 83(1986)-  40 20 22.88994(N)    074 05 36.46823(W) AD(       ) 2
 KV5050  NAD 27      -  40 20 22.49200(N)    074 05 37.95900(W) AD(       ) 2
 KV5050
 KV5050.Superseded values are not recommended for survey control.
 KV5050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5050.See file dsdata.txt to determine how the superseded data were derived.
 KV5050
 KV5050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7699765855(NAD 83)
 KV5050_MARKER: DD = SURVEY DISK
 KV5050_SETTING: 0 = UNSPECIFIED SETTING
 KV5050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5050
 KV5050  HISTORY     - Date     Condition        Report By
 KV5050  HISTORY     - 1944     MONUMENTED       USE
 KV5050  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 KV5050  HISTORY     - 19970710 MARK NOT FOUND   USPSQD
 KV5050
 KV5050                          STATION DESCRIPTION
 KV5050
 KV5050'DESCRIBED BY US ENGINEERS 1944 (LGS)
 KV5050'STATION IS LOCATED ON THE GROUNDS OF THE CAMP COLES SIGNAL
 KV5050'LABORATORY NEAR RED BANK 21.037 METERS (69.02 FEET) SW OF
 KV5050'TRIANGULATION STATION COLES, 58 FEET E OF THE CENTER LINE OF A
 KV5050'GRAVELED ROAD, AND 35 FEET N OF THE NW CORNER OF A BUILDING ON
 KV5050'THE SUMMIT OF THE HILL.
 KV5050'
 KV5050'STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY, BRONZE DISK
 KV5050'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1/2 INCH.  IT
 KV5050'IS STAMPED P.B.M. B 12-33 AND WITH AN ELEVATION OF 120 FEET.
 KV5050'
 KV5050'THIS IS A TRAVERSE STATION.
 KV5050
 KV5050                          STATION RECOVERY (1995)
 KV5050
 KV5050'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5050'MARK NOT FOUND.
 KV5050
 KV5050                          STATION RECOVERY (1997)
 KV5050
 KV5050'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV5050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0215 ***********************************************************************
 KV0215  DESIGNATION -  PBM B 34 33 USE
 KV0215  PID         -  KV0215
 KV0215  STATE/COUNTY-  NJ/MIDDLESEX
 KV0215  USGS QUAD   -  PERTH AMBOY (1981)
 KV0215
 KV0215                         *CURRENT SURVEY CONTROL
 KV0215  ___________________________________________________________________
 KV0215* NAD 83(1986)-  40 35 56.     (N)    074 16 16.     (W)     SCALED    
 KV0215* NAVD 88     -         2.441  (meters)       8.01   (feet)  ADJUSTED  
 KV0215  ___________________________________________________________________
 KV0215  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KV0215  DYNAMIC HT  -           2.440 (meters)       8.01  (feet)  COMP
 KV0215  MODELED GRAV-     980,213.8   (mgal)                       NAVD 88
 KV0215
 KV0215  VERT ORDER  -  FIRST     CLASS II
 KV0215
 KV0215.The horizontal coordinates were scaled from a topographic map and have
 KV0215.an estimated accuracy of +/- 6 seconds.
 KV0215
 KV0215.The orthometric height was determined by differential leveling
 KV0215.and adjusted by the National Geodetic Survey in June 1991..
 KV0215
 KV0215.The geoid height was determined by GEOID03.
 KV0215
 KV0215.The dynamic height is computed by dividing the NAVD 88
 KV0215.geopotential number by the normal gravity value computed on the
 KV0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0215.degrees latitude (g = 980.6199 gals.).
 KV0215
 KV0215.The modeled gravity was interpolated from observed gravity values.
 KV0215
 KV0215;                    North         East    Units  Estimated Accuracy
 KV0215;SPC NJ       -   196,030.      169,370.      MT  (+/- 180 meters Scaled)
 KV0215
 KV0215                          SUPERSEDED SURVEY CONTROL
 KV0215
 KV0215  NGVD 29 (04/16/92)    2.762  (m)            9.06   (f) ADJUSTED    1 2
 KV0215
 KV0215.Superseded values are not recommended for survey control.
 KV0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0215.See file dsdata.txt to determine how the superseded data were derived.
 KV0215
 KV0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK616944(NAD 83)
 KV0215_MARKER: B = BOLT
 KV0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0215_SP_SET: R/W MARKER POST
 KV0215_STAMPING: N J
 KV0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0215
 KV0215  HISTORY     - Date     Condition        Report By
 KV0215  HISTORY     - 1952     MONUMENTED       DOD
 KV0215  HISTORY     - 1952     GOOD             CGS
 KV0215  HISTORY     - 20040407 MARK NOT FOUND   GEOCAC
 KV0215
 KV0215                          STATION DESCRIPTION
 KV0215
 KV0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0215'AT RAHWAY.
 KV0215'AT RAHWAY, AT THE OVERPASS OF U.S. HIGHWAY 1 AND 9 OVER HAZELWOOD
 KV0215'AVENUE, (THE BRIDGE IS ALSO OVER RAHWAY RIVER), 33 FEET SOUTH
 KV0215'OF CENTER LINE OF EAST HAZELWOOD AVENUE, 24 FEET EAST OF CENTER
 KV0215'LINE OF STREET ALONG EAST SIDE OF OVERPASS (ONE WAY STREET
 KV0215'FROM HIGHWAY TO EAST HAZELWOOD AVENUE), 39 1/2 FEET EAST AND
 KV0215'ACROSS STREET FROM EAST END OF FIRST PIER SOUTH OF EAST HAZELWOOD
 KV0215'AVENUE OF OVERPASS, 4 1/2 FEET SOUTH OF SOUTH EDGE OF AN
 KV0215'EAST-WEST SIDE WALK, AND SET IN THE TOP OF A CONCRETE HIGHWAY
 KV0215'R/W MARKER POST PROJECTING 2 INCHES.
 KV0215
 KV0215                          STATION RECOVERY (2004)
 KV0215
 KV0215'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 KV0215'THE DESCRIBED LOCATION IS NOW A CONSTRUCTION SITE AND THE MARK'S
 KV0215'LOCATION HAS BEEN EXTENSIVELY DISTURBED BY HEAVY EQUIPMENT OPERATIONS.
 KV0215' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5082 ***********************************************************************
 KV5082  DESIGNATION -  PBM H 14 33 USE 1944
 KV5082  PID         -  KV5082
 KV5082  STATE/COUNTY-  NJ/MONMOUTH
 KV5082  USGS QUAD   -  MARLBORO (1981)
 KV5082
 KV5082                         *CURRENT SURVEY CONTROL
 KV5082  ___________________________________________________________________
 KV5082* NAD 83(1996)-  40 15 20.33401(N)    074 07 36.81656(W)     ADJUSTED  
 KV5082* NAVD 88     -        74.05   (+/-2cm)     242.9    (feet)  VERTCON   
 KV5082  ___________________________________________________________________
 KV5082  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 KV5082  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KV5082
 KV5082  HORZ ORDER  -  SECOND
 KV5082  VERT ORDER  -  THIRD ? (See Below)
 KV5082
 KV5082.The horizontal coordinates were established by classical geodetic methods
 KV5082.and adjusted by the National Geodetic Survey in September 1999..
 KV5082
 KV5082.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5082.The vertical order pertains to the NGVD 29 superseded value.
 KV5082
 KV5082.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5082
 KV5082.The geoid height was determined by GEOID03.
 KV5082
 KV5082;                    North         East     Units Scale Factor Converg.
 KV5082;SPC NJ       -   157,964.796   181,738.732   MT  0.99991240   +0 14 28.0
 KV5082;SPC NJ       -   518,256.17    596,254.49   sFT  0.99991240   +0 14 28.0
 KV5082;UTM  18      - 4,456,497.902   574,249.913   MT  0.99966786   +0 33 51.2
 KV5082
 KV5082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5082!SPC NJ       -   0.99999349  x   0.99991240  =   0.99990589
 KV5082!UTM  18      -   0.99999349  x   0.99966786  =   0.99966135
 KV5082
 KV5082                          SUPERSEDED SURVEY CONTROL
 KV5082
 KV5082  NAD 83(1986)-  40 15 20.33416(N)    074 07 36.81099(W) AD(       ) 2
 KV5082  NAD 27      -  40 15 19.93200(N)    074 07 38.30200(W) AD(       ) 2
 KV5082  NGVD 29 (07/19/86)   74.40   (m)          244.1    (f) LEVELING    3  
 KV5082
 KV5082.Superseded values are not recommended for survey control.
 KV5082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5082.See file dsdata.txt to determine how the superseded data were derived.
 KV5082
 KV5082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7425056498(NAD 83)
 KV5082_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV5082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5082_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5082+STABILITY: SURFACE MOTION
 KV5082
 KV5082  HISTORY     - Date     Condition        Report By
 KV5082  HISTORY     - 1944     MONUMENTED       USE
 KV5082
 KV5082                          STATION DESCRIPTION
 KV5082
 KV5082'DESCRIBED BY US ENGINEERS 1944 (LGS)
 KV5082'STATION IS LOCATED ON THE SUMMIT OF A SANDY HILL THAT IS
 KV5082'COVERED WITH SMALL PINE TREES AND BRUSH.  THIS HILL IS KNOWN AS
 KV5082'LIPPENCOTT HILL.  STATION IS 35 FEET W OF THE SW CORNER OF A
 KV5082'SMALL SHACK AND 6 FEET W OF A POWER-TRANSMISSION LINE POLE.
 KV5082'
 KV5082'STATION MARK IS A GRAVEL AND CONCRETE POST THAT IS 6 BY 6
 KV5082'INCHES SQUARE AND PROJECTS ABOUT 2 INCHES.  THE N HALF OF THE
 KV5082'PROJECTING PART HAS BEEN CHIPPED AWAY. THE DISK IS STAMPED PBM H 14-33
 KV5082'WITH AN ELEVATION OF 244.1 FEET.
 KV5082'
 KV5082'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION LIPP
 KV5082'TO THIS STATION AND IT IS 19.510 METERS (64.01 FEET) SW OF THE
 KV5082'STATION.
 KV5082'
 KV5082'TO REACH THE STATION FROM ASBURY AVENUE AND MAIN STREET IN
 KV5082'ASBURY PARK, GO W ON ASBURY AVENUE FOR 6.8 MILES OR 5.4 MILES
 KV5082'BEYOND THE CROSSING OF STATE HIGHWAY 35 TO THE E ENTRANCE TO
 KV5082'THE U.S. NAVY AMMUNITION DEPOT EARLE.  HERE PASS GUARD GATE AND
 KV5082'GO W FOR 0.2 MILE TO A SHARP T SANDY ROAD LEFT WHICH IS JUST
 KV5082'BEFORE REACHING A RAILROAD TRACK, HERE TURN LEFT AND FOLLOW SANDY
 KV5082'ROAD FOR 0.5 MILE TO THE SUMMIT OF THE HILL AND STATION LIPP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4448 ***********************************************************************
 JU4448  DESIGNATION -  PC 66886.73
 JU4448  PID         -  JU4448
 JU4448  STATE/COUNTY-  NJ/CAPE MAY
 JU4448  USGS QUAD   -  STONE HARBOR (1972)
 JU4448
 JU4448                         *CURRENT SURVEY CONTROL
 JU4448  ___________________________________________________________________
 JU4448* NAD 83(1996)-  39 06 15.50215(N)    074 48 04.16752(W)     ADJUSTED  
 JU4448* NAVD 88     -         4.7    (meters)      15.     (feet)  GPS OBS   
 JU4448  ___________________________________________________________________
 JU4448  X           -   1,299,315.092 (meters)                     COMP
 JU4448  Y           -  -4,782,655.931 (meters)                     COMP
 JU4448  Z           -   4,001,290.328 (meters)                     COMP
 JU4448  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 JU4448  ELLIP HEIGHT-         -30.40  (meters)          (10/23/02) GPS OBS
 JU4448  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 JU4448
 JU4448  HORZ ORDER  -  FIRST
 JU4448  ELLP ORDER  -  FOURTH    CLASS I
 JU4448
 JU4448.The horizontal coordinates were established by GPS observations
 JU4448.and adjusted by the National Geodetic Survey in May 1999..
 JU4448
 JU4448.The orthometric height was determined by GPS observations and a
 JU4448.high-resolution geoid model.
 JU4448
 JU4448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4448
 JU4448.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4448
 JU4448.The ellipsoidal height was determined by GPS observations
 JU4448.and is referenced to NAD 83.
 JU4448
 JU4448.The geoid height was determined by GEOID03.
 JU4448
 JU4448;                    North         East     Units Scale Factor Converg.
 JU4448;SPC NJ       -    30,122.186   123,952.723   MT  0.99990835   -0 11 23.8
 JU4448;SPC NJ       -    98,825.87    406,668.23   sFT  0.99990835   -0 11 23.8
 JU4448;UTM  18      - 4,328,370.470   517,192.807   MT  0.99960364   +0 07 31.5
 JU4448
 JU4448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4448!SPC NJ       -   1.00000477  x   0.99990835  =   0.99991312
 JU4448!UTM  18      -   1.00000477  x   0.99960364  =   0.99960841
 JU4448
 JU4448                          SUPERSEDED SURVEY CONTROL
 JU4448
 JU4448  ELLIP H (05/14/99)  -30.42   (m)                       GP(       ) 4 1
 JU4448  NAD 83(1992)-  39 06 15.50166(N)    074 48 04.16703(W) AD(       ) 1
 JU4448  ELLIP H (04/25/94)  -30.52   (m)                       GP(       ) 3 1
 JU4448
 JU4448.Superseded values are not recommended for survey control.
 JU4448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4448.See file dsdata.txt to determine how the superseded data were derived.
 JU4448
 JU4448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1719328370(NAD 83)
 JU4448_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JU4448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4448_SP_SET: CONCRETE POST
 JU4448_MARK LOGO: NJHA  
 JU4448_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4448+STABILITY: SURFACE MOTION
 JU4448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4448+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1993
 JU4448
 JU4448  HISTORY     - Date     Condition        Report By
 JU4448  HISTORY     - 1992     MONUMENTED       NJDT
 JU4448  HISTORY     - 19920917 GOOD             NJHA
 JU4448  HISTORY     - 19930623 GOOD
 JU4448
 JU4448                          STATION DESCRIPTION
 JU4448
 JU4448'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1992
 JU4448'THE STATION IS LOCATED IN THE TOWNSHIP OF MIDDLE IN THE GRASS MEDIAN
 JU4448'BETWEEN THE SOUTHBOUND AND NORTHBOUND ROADWAYS OF THE GARDEN STATE
 JU4448'PARKWAY AT ABOUT MILE POINT 11.46 SOUTHBOUND.  THE STATION, FLUSH
 JU4448'WITH THE GROUND IS 20.2 FT (6.2 M) SOUTH SOUTHEAST FROM THE SOLID
 JU4448'YELLOW LINE AT THE WEST EDGE OF THE NORTHBOUND LANE, 124 FT (37.8 M)
 JU4448'WEST SOUTHWEST ALONG THE CENTER OF THE MEDIAN FROM A LINE NORMAL TO
 JU4448'THE ROADWAY WHICH PASSES THROUGH THE POST OF A SIGN, READING
 JU4448'INFORMATION AHEAD AT THE WEST SIDE OF THE SOUTHBOUND LANES.  THE
 JU4448'CONCRETE MONUMENT WAS SET AS CENTERLINE OF THE GARDEN STATE PARKWAY
 JU4448'AFTER THE ORIGINAL CONSTRUCTION.  THE MONUMENT IS 0.42 FT (12.80 CM)
 JU4448'SQUARE ON TOP, WITH A BRASS PLUG IN THE CENTER, NO STAMPING.
 JU4448
 JU4448                          STATION RECOVERY (1993)
 JU4448
 JU4448'RECOVERED 1993
 JU4448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6861 ***********************************************************************
 KV6861  DESIGNATION -  PCR 15 66
 KV6861  PID         -  KV6861
 KV6861  STATE/COUNTY-  NJ/HUDSON
 KV6861  USGS QUAD   -  ELIZABETH (1995)
 KV6861
 KV6861                         *CURRENT SURVEY CONTROL
 KV6861  ___________________________________________________________________
 KV6861* NAD 83(1996)-  40 44 06.99622(N)    074 09 02.12506(W)     ADJUSTED  
 KV6861* NAVD 88     -         3.3    (meters)      11.     (feet)  GPS OBS   
 KV6861  ___________________________________________________________________
 KV6861  X           -   1,321,798.650 (meters)                     COMP
 KV6861  Y           -  -4,655,808.844 (meters)                     COMP
 KV6861  Z           -   4,140,172.980 (meters)                     COMP
 KV6861  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 KV6861  ELLIP HEIGHT-         -28.94  (meters)          (10/23/02) GPS OBS
 KV6861  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV6861
 KV6861  HORZ ORDER  -  FIRST
 KV6861  ELLP ORDER  -  FOURTH    CLASS I
 KV6861
 KV6861.The horizontal coordinates were established by GPS observations
 KV6861.and adjusted by the National Geodetic Survey in May 1999..
 KV6861
 KV6861.The orthometric height was determined by GPS observations and a
 KV6861.high-resolution geoid model.
 KV6861
 KV6861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6861
 KV6861.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6861
 KV6861.The ellipsoidal height was determined by GPS observations
 KV6861.and is referenced to NAD 83.
 KV6861
 KV6861.The geoid height was determined by GEOID03.
 KV6861
 KV6861;                    North         East     Units Scale Factor Converg.
 KV6861;SPC NJ       -   211,211.350   179,512.031   MT  0.99991072   +0 13 40.9
 KV6861;SPC NJ       -   692,949.24    588,949.06   sFT  0.99991072   +0 13 40.9
 KV6861;UTM  18      - 4,509,717.887   571,722.103   MT  0.99966331   +0 33 15.5
 KV6861
 KV6861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6861!SPC NJ       -   1.00000454  x   0.99991072  =   0.99991526
 KV6861!UTM  18      -   1.00000454  x   0.99966331  =   0.99966785
 KV6861
 KV6861                          SUPERSEDED SURVEY CONTROL
 KV6861
 KV6861  ELLIP H (05/14/99)  -28.93   (m)                       GP(       ) 4 1
 KV6861  NAD 83(1996)-  40 44 06.99609(N)    074 09 02.12523(W) AD(       ) 1
 KV6861  NAD 83(1986)-  40 44 06.99431(N)    074 09 02.12728(W) AD(       ) 1
 KV6861
 KV6861.Superseded values are not recommended for survey control.
 KV6861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6861.See file dsdata.txt to determine how the superseded data were derived.
 KV6861
 KV6861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7172209718(NAD 83)
 KV6861_MARKER: DD = SURVEY DISK
 KV6861_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV6861_SP_SET: SURROUNDED BY MASS OF CONCRETE
 KV6861_STAMPING: PCR 15-66 1966 NY DIST
 KV6861_MARK LOGO: USE   
 KV6861_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6861+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1992
 KV6861
 KV6861  HISTORY     - Date     Condition        Report By
 KV6861  HISTORY     - 1966     MONUMENTED       USE
 KV6861  HISTORY     - 19920306 GOOD             NJGS
 KV6861
 KV6861                          STATION DESCRIPTION
 KV6861
 KV6861'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6861'THE STATION IS LOCATED IN THE TOWN OF HARRISON ON THE SOUTH SIDE OF
 KV6861'CAPE MAY STREET.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV6861'HARRISON AVENUE AND FOURTH STREET, ALSO KNOWN AS FRANK E. ROGERS
 KV6861'BOULEVARD SOUTH, GO SOUTH ON FOURTH STREET FOR 0.8 MI (1.3 KM) TO THE
 KV6861'TEE INTERSECTION WITH CAPE MAY STREET ON THE LEFT, JUST BEFORE THE
 KV6861'BRIDGE OVER THE PASSAIC RIVER.  TURN LEFT AND GO 0.25 MI (0.40 KM) TO
 KV6861'THE STATION ON THE RIGHT, AT THE FIRST LEFT HAND BEND IN CAPE MAY
 KV6861'STREET.  GO ABOUT 200 M (656.2 FT) ALONG CAPE MAY STREET TO THE GATE
 KV6861'IN THE FENCE TO GAIN ACCESS TO THE STATION.  THE STATION IS 2.4 M
 KV6861'(7.9 FT) SOUTH SOUTHWEST FROM THE ANGLE POINT OF AN 8 FT (2.4 M)
 KV6861'CHAIN LINK FENCE, 6.8 M (22.3 FT) EAST SOUTHEAST FROM A FIRE HYDRANT,
 KV6861'3.2 M (10.5 FT) NORTHWEST FROM A PUBLIC SERVICE ELECTRIC AND GAS
 KV6861'COMPANY YELLOW PIPELINE MARKER, 8.0 M (26.2 FT) WEST NORTHWEST FROM
 KV6861'GUY POLE NUMBER 60689 HN AND 4.3 M (14.1 FT) SOUTHEAST FROM POLE
 KV6861'NUMBER 1424 ON THE SOUTH SIDE OF CAPE MAY STREET.  THE STATION IS SET
 KV6861'FLUSH IN THE SOUTHEAST CORNER OF A 1.6 M (5.2 FT) BY 1.6 M (5.2 FT)
 KV6861'SQUARE CONCRETE PAD WITH A MANHOLE AND A CAST IRON BOX SET INTO IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4197 ***********************************************************************
 KV4197  DESIGNATION -  PCR 30 USE 1933
 KV4197  PID         -  KV4197
 KV4197  STATE/COUNTY-  NJ/ESSEX
 KV4197  USGS QUAD   -  ORANGE (1981)
 KV4197
 KV4197                         *CURRENT SURVEY CONTROL
 KV4197  ___________________________________________________________________
 KV4197* NAD 83(1996)-  40 46 38.13129(N)    074 09 03.55515(W)     ADJUSTED  
 KV4197* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4197  ___________________________________________________________________
 KV4197  LAPLACE CORR-           6.03  (seconds)                    DEFLEC99
 KV4197  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KV4197
 KV4197  HORZ ORDER  -  THIRD
 KV4197
 KV4197.The horizontal coordinates were established by classical geodetic methods
 KV4197.and adjusted by the National Geodetic Survey in September 1999..
 KV4197
 KV4197.The orthometric height was scaled from a topographic map.
 KV4197
 KV4197.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4197
 KV4197.The geoid height was determined by GEOID03.
 KV4197
 KV4197;                    North         East     Units Scale Factor Converg.
 KV4197;SPC NJ       -   215,872.827   179,459.940   MT  0.99991068   +0 13 40.6
 KV4197;SPC NJ       -   708,242.77    588,778.15   sFT  0.99991068   +0 13 40.6
 KV4197;SPC NY L     -    67,814.833   287,254.027   MT  0.99999570   -0 05 55.5
 KV4197;SPC NY L     -   222,489.16    942,432.59   sFT  0.99999570   -0 05 55.5
 KV4197;UTM  18      - 4,514,377.838   571,643.474   MT  0.99966318   +0 33 16.3
 KV4197
 KV4197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4197!SPC NJ       -   1.00000495  x   0.99991068  =   0.99991563
 KV4197!SPC NY L     -   1.00000495  x   0.99999570  =   1.00000065
 KV4197!UTM  18      -   1.00000495  x   0.99966318  =   0.99966813
 KV4197
 KV4197:                Primary Azimuth Mark                     Grid Az
 KV4197:SPC NJ       -  SPIRE                                    009 48 27.8
 KV4197:SPC NY L     -  SPIRE                                    010 08 03.9
 KV4197:UTM  18      -  SPIRE                                    009 28 52.1
 KV4197
 KV4197|---------------------------------------------------------------------|
 KV4197| PID    Reference Object                     Distance      Geod. Az  |
 KV4197|                                                           dddmmss.s |
 KV4197| KV4162 SPIRE                               APPROX. 1.1 KM 0100208.4 |
 KV4197| KV4135 BELLEVILLE NEALY WIRE WKS CHIM      APPROX. 1.9 KM 0144902.1 |
 KV4197| KV4157 KEARNY CONGOLEUM NAIRN CHIMNEY      APPROX. 1.9 KM 2051705.2 |
 KV4197| KV4161 NEWARK MUT BEN INS BLDG FLAG        APPROX. 2.3 KM 2204617.5 |
 KV4197|---------------------------------------------------------------------|
 KV4197
 KV4197                          SUPERSEDED SURVEY CONTROL
 KV4197
 KV4197  NAD 83(1996)-  40 46 38.13107(N)    074 09 03.55536(W) AD(       ) 3
 KV4197  NAD 83(1986)-  40 46 38.12803(N)    074 09 03.55797(W) AD(       ) 3
 KV4197  NAD 27      -  40 46 37.76700(N)    074 09 05.03800(W) AD(       ) 3
 KV4197
 KV4197.Superseded values are not recommended for survey control.
 KV4197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4197.See file dsdata.txt to determine how the superseded data were derived.
 KV4197
 KV4197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7164314378(NAD 83)
 KV4197_MARKER: Z = SEE DESCRIPTION
 KV4197_SETTING: 0 = UNSPECIFIED SETTING
 KV4197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4197
 KV4197  HISTORY     - Date     Condition        Report By
 KV4197  HISTORY     - 1933     MONUMENTED       USE
 KV4197  HISTORY     - 1933     GOOD             CGS
 KV4197
 KV4197                          STATION DESCRIPTION
 KV4197
 KV4197'DESCRIBED BY US ENGINEERS 1933 (RWW)
 KV4197'THIS STATION IS ON THE W SHORE OF THE PASSAIC RIVER, IN BELLEVILLE
 KV4197'ON THE S SIDE OF THE W BRIDGE ABUTMENT OF THE MONTCLAIR AND
 KV4197'GREENWOOD LAKE DIVISION OF THE ERIE RAILROAD.  IT IS 7.7 METERS
 KV4197'INSHORE OF HIGHWATER LINE AND 4.2 METERS S OF THE BRIDGE CENTER
 KV4197'LINE.
 KV4197'
 KV4197'STATION IS MARKED BY A 1/2-INCH BRASS PLUG SET FLUSH WITH THE
 KV4197'SANDSTONE ABUTMENT.
 KV4197'
 KV4197'NO REFERENCE MARKS WERE PLACED.  REFERENCE MEASUREMENTS WERE
 KV4197'TAKEN AS FOLLOWS--
 KV4197'
 KV4197'NORMAL TO N SIDE OF STONE 0.300 METERS
 KV4197'
 KV4197'NORMAL TO S SIDE OF STONE 0.913 METERS
 KV4197'
 KV4197'NORMAL TO E SIDE OF STONE 0.471 METERS
 KV4197'
 KV4197'NORMAL TO W SIDE OF STONE 0.605 METERS
 KV4197'
 KV4197'THERE IS RESTRICTED ROOM BUT GOOD FOOTING FOR CENTRAL TRIPOD
 KV4197'SET-UPS ON THE STONE ABUTMENT.  PASSING TRAINS MAY NECESSITATE
 KV4197'RE-LEVELING OF THE INSTRUMENT.
 KV4197'
 KV4197'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/3 METERS.
 KV4197
 KV4197                          STATION RECOVERY (1933)
 KV4197
 KV4197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4197'RECOVERED AS ORIGINALLY DESCRIBED, WITH THE FOLLOWING EXCEPTION--
 KV4197'
 KV4197'ONE REFERENCE MEASUREMENT SHOULD BE CHANGED TO READ NORMAL TO
 KV4197'S SIDE OF STONE 0.94 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4199 ***********************************************************************
 KV4199  DESIGNATION -  PCR 37 USE 1933
 KV4199  PID         -  KV4199
 KV4199  STATE/COUNTY-  NJ/HUDSON
 KV4199  USGS QUAD   -  ORANGE (1981)
 KV4199
 KV4199                         *CURRENT SURVEY CONTROL
 KV4199  ___________________________________________________________________
 KV4199* NAD 83(1996)-  40 46 44.14075(N)    074 08 49.97036(W)     ADJUSTED  
 KV4199* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 KV4199  ___________________________________________________________________
 KV4199  LAPLACE CORR-           6.07  (seconds)                    DEFLEC99
 KV4199  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KV4199
 KV4199  HORZ ORDER  -  THIRD
 KV4199
 KV4199.The horizontal coordinates were established by classical geodetic methods
 KV4199.and adjusted by the National Geodetic Survey in September 1999..
 KV4199
 KV4199.The orthometric height was scaled from a topographic map.
 KV4199
 KV4199.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4199
 KV4199.The geoid height was determined by GEOID03.
 KV4199
 KV4199;                    North         East     Units Scale Factor Converg.
 KV4199;SPC NJ       -   216,059.458   179,777.718   MT  0.99991091   +0 13 49.5
 KV4199;SPC NJ       -   708,855.07    589,820.73   sFT  0.99991091   +0 13 49.5
 KV4199;SPC NY L     -    67,999.664   287,572.892   MT  0.99999567   -0 05 46.6
 KV4199;SPC NY L     -   223,095.56    943,478.73   sFT  0.99999567   -0 05 46.6
 KV4199;UTM  18      - 4,514,566.231   571,960.105   MT  0.99966373   +0 33 25.3
 KV4199
 KV4199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4199!SPC NJ       -   1.00000322  x   0.99991091  =   0.99991413
 KV4199!SPC NY L     -   1.00000322  x   0.99999567  =   0.99999889
 KV4199!UTM  18      -   1.00000322  x   0.99966373  =   0.99966695
 KV4199
 KV4199|---------------------------------------------------------------------|
 KV4199| PID    Reference Object                     Distance      Geod. Az  |
 KV4199|                                                           dddmmss.s |
 KV4199| KV4197 PCR 30 USE 1933                     368.563 METERS 23948     |
 KV4199| KV4162 SPIRE                               APPROX. 0.9 KM 3505954.5 |
 KV4199|---------------------------------------------------------------------|
 KV4199
 KV4199                          SUPERSEDED SURVEY CONTROL
 KV4199
 KV4199  NAD 83(1996)-  40 46 44.14051(N)    074 08 49.97061(W) AD(       ) 3
 KV4199  NAD 83(1986)-  40 46 44.13644(N)    074 08 49.97569(W) AD(       ) 3
 KV4199  NAD 27      -  40 46 43.78000(N)    074 08 51.45000(W) AD(       ) 3
 KV4199
 KV4199.Superseded values are not recommended for survey control.
 KV4199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4199.See file dsdata.txt to determine how the superseded data were derived.
 KV4199
 KV4199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7196014566(NAD 83)
 KV4199_MARKER: DD = SURVEY DISK
 KV4199_SETTING: 0 = UNSPECIFIED SETTING
 KV4199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4199
 KV4199  HISTORY     - Date     Condition        Report By
 KV4199  HISTORY     - 1933     MONUMENTED       USE
 KV4199  HISTORY     - 1934     GOOD             USE
 KV4199  HISTORY     - 20010423 GOOD             USPSQD
 KV4199  HISTORY     - 20051127 MARK NOT FOUND   GEOCAC
 KV4199
 KV4199                          STATION DESCRIPTION
 KV4199
 KV4199'DESCRIBED BY US ENGINEERS 1933 (RWW)
 KV4199'THIS STATION IS ON THE E SHORE OF THE PASSAIC RIVER, IN
 KV4199'ARLINGTON ON THE W SIDE OF RIVER ROAD AT THE FOOT OF MAGNOLIA
 KV4199'AVENUE.  IT IS ON A CONCRETE RETAINING WALL 49 METERS INSHORE
 KV4199'OF HIGH-WATER LINE AND 7 METERS FROM THE CENTER LINE OF RIVER
 KV4199'ROAD.
 KV4199'
 KV4199'STATION IS MARKED BY A STANDARD U.S. HARBOR LINE BRONZE DISK
 KV4199'CEMENTED IN A DRILL HOLE AND SET FLUSH IN THE TOP OF THE
 KV4199'RETAINING WALL.
 KV4199'
 KV4199'NO REFERENCE MARKS WERE PLACED.  REFERENCE MEASUREMENTS WERE
 KV4199'TAKEN AS FOLLOWS--
 KV4199'
 KV4199'NORMAL TO N END OF RETAINING WALL 17.76 METERS
 KV4199'
 KV4199'NORMAL TO S END OF RETAINING WALL 0.431 METERS
 KV4199'
 KV4199'NORMAL TO E SIDE OF RETAINING WALL 0.235 METERS
 KV4199'
 KV4199'NORMAL TO W SIDE OF RETAINING WALL 0.073 METERS
 KV4199'
 KV4199'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD
 KV4199'SET-UPS ON THE HARD CLAY BANK.
 KV4199'
 KV4199'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/3 METERS.
 KV4199
 KV4199                          STATION RECOVERY (1934)
 KV4199
 KV4199'RECOVERY NOTE BY US ENGINEERS 1934 (RCB)
 KV4199'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION--THE
 KV4199'STATION IS 2.4 METERS S OF MAGNOLIA AVENUE.
 KV4199
 KV4199                          STATION RECOVERY (2001)
 KV4199
 KV4199'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV4199'RECOVERED IN GOOD CONDITION.
 KV4199
 KV4199                          STATION RECOVERY (2005)
 KV4199
 KV4199'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV4199'A NEW RETAINING WALL HAS BEEN BUILT.  STATION SHOULD BE CONSIDERED
 KV4199'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4191 ***********************************************************************
 KV4191  DESIGNATION -  PCR 52 USE 1933
 KV4191  PID         -  KV4191
 KV4191  STATE/COUNTY-  NJ/ESSEX
 KV4191  USGS QUAD   -  ORANGE (1981)
 KV4191
 KV4191                         *CURRENT SURVEY CONTROL
 KV4191  ___________________________________________________________________
 KV4191* NAD 83(1996)-  40 49 11.27519(N)    074 07 56.96701(W)     ADJUSTED  
 KV4191* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV4191  ___________________________________________________________________
 KV4191  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 KV4191  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KV4191
 KV4191  HORZ ORDER  -  THIRD
 KV4191
 KV4191.The horizontal coordinates were established by classical geodetic methods
 KV4191.and adjusted by the National Geodetic Survey in September 1999..
 KV4191
 KV4191.The orthometric height was scaled from a topographic map.
 KV4191
 KV4191.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4191
 KV4191.The geoid height was determined by GEOID03.
 KV4191
 KV4191;                    North         East     Units Scale Factor Converg.
 KV4191;SPC NJ       -   220,602.810   181,001.442   MT  0.99991183   +0 14 24.8
 KV4191;SPC NJ       -   723,761.05    593,835.56   sFT  0.99991183   +0 14 24.8
 KV4191;SPC NY L     -    72,536.344   288,822.614   MT  0.99999504   -0 05 12.0
 KV4191;SPC NY L     -   237,979.66    947,578.86   sFT  0.99999504   -0 05 12.0
 KV4191;UTM  18      - 4,519,115.365   573,157.605   MT  0.99966587   +0 34 01.6
 KV4191
 KV4191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4191!SPC NJ       -   1.00000509  x   0.99991183  =   0.99991692
 KV4191!SPC NY L     -   1.00000509  x   0.99999504  =   1.00000013
 KV4191!UTM  18      -   1.00000509  x   0.99966587  =   0.99967096
 KV4191
 KV4191:                Primary Azimuth Mark                     Grid Az
 KV4191:SPC NJ       -  PCR 54 USE 1933                          071 54 13.9
 KV4191:SPC NY L     -  PCR 54 USE 1933                          072 13 50.7
 KV4191:UTM  18      -  PCR 54 USE 1933                          071 34 37.1
 KV4191
 KV4191|---------------------------------------------------------------------|
 KV4191| PID    Reference Object                     Distance      Geod. Az  |
 KV4191|                                                           dddmmss.s |
 KV4191| KV4188 PCR 54 USE 1933                     489.813 METERS 0720838.7 |
 KV4191| KV4203 FRANK 1933                          APPROX. 1.0 KM 1583426.9 |
 KV4191|---------------------------------------------------------------------|
 KV4191
 KV4191                          SUPERSEDED SURVEY CONTROL
 KV4191
 KV4191  NAD 83(1996)-  40 49 11.27494(N)    074 07 56.96718(W) AD(       ) 3
 KV4191  NAD 83(1986)-  40 49 11.26850(N)    074 07 56.97131(W) AD(       ) 3
 KV4191  NAD 27      -  40 49 10.91200(N)    074 07 58.45400(W) AD(       ) 3
 KV4191
 KV4191.Superseded values are not recommended for survey control.
 KV4191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4191.See file dsdata.txt to determine how the superseded data were derived.
 KV4191
 KV4191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7315819115(NAD 83)
 KV4191_MARKER: DD = SURVEY DISK
 KV4191_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4191
 KV4191  HISTORY     - Date     Condition        Report By
 KV4191  HISTORY     - 1933     MONUMENTED       USE
 KV4191
 KV4191                          STATION DESCRIPTION
 KV4191
 KV4191'DESCRIBED BY US ENGINEERS 1933 (RWW)
 KV4191'THIS STATION IS ON THE W SHORE OF THE PASSAIC RIVER, IN NUTLEY
 KV4191'APPROXIMATELY 200 METERS S OF DELAWARE, LACKAWANNA AND WESTERN
 KV4191'FREIGHT DIVISION BRIDGE.  IT IS IN THE PLANT OF THE HERMATITE
 KV4191'CORPORATION, APPROXIMATELY E OF THE N WALL OF THEIR MAIN BUILDING,
 KV4191'ON A SMALL BULK-HEADED PENINSULA.  IT IS 5.5 METERS INSHORE OF
 KV4191'THE E BULKHEAD AND 7.5 METERS FROM THE S BULKHEAD.
 KV4191'
 KV4191'STATION IS MARKED BY A STANDARD U.S. HARBOR LINE BRONZE DISK
 KV4191'EMBEDDED IN A CONCRETE MASS SET FLUSH WITH THE SURFACE OF THE
 KV4191'GROUND.
 KV4191'
 KV4191'NO REFERENCE MARKS WERE PLACED.
 KV4191'
 KV4191'THERE IS AMPLE ROOM BUT POOR FOOTING FOR CENTRAL TRIPOD SETUPS,
 KV4191'IT BEING NECESSARY TO DRIVE INSTRUMENT STAKES IN THE
 KV4191'GROUND.  VISIBILITY FROM THIS STATION IS LIMITED.
 KV4191'
 KV4191'HEIGHT OF LIGHT ABOVE STATION MARK 1-2/3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4188 ***********************************************************************
 KV4188  DESIGNATION -  PCR 54 USE 1933
 KV4188  PID         -  KV4188
 KV4188  STATE/COUNTY-  NJ/PASSAIC
 KV4188  USGS QUAD   -  ORANGE (1981)
 KV4188
 KV4188                         *CURRENT SURVEY CONTROL
 KV4188  ___________________________________________________________________
 KV4188* NAD 83(1996)-  40 49 16.14348(N)    074 07 37.07199(W)     ADJUSTED  
 KV4188* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 KV4188  ___________________________________________________________________
 KV4188  LAPLACE CORR-           6.27  (seconds)                    DEFLEC99
 KV4188  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV4188
 KV4188  HORZ ORDER  -  THIRD
 KV4188
 KV4188.The horizontal coordinates were established by classical geodetic methods
 KV4188.and adjusted by the National Geodetic Survey in September 1999..
 KV4188
 KV4188.The orthometric height was scaled from a topographic map.
 KV4188
 KV4188.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4188
 KV4188.The geoid height was determined by GEOID03.
 KV4188
 KV4188;                    North         East     Units Scale Factor Converg.
 KV4188;SPC NJ       -   220,754.939   181,466.986   MT  0.99991218   +0 14 37.9
 KV4188;SPC NJ       -   724,260.16    595,362.94   sFT  0.99991218   +0 14 37.9
 KV4188;SPC NY L     -    72,685.826   289,289.057   MT  0.99999503   -0 04 59.0
 KV4188;SPC NY L     -   238,470.08    949,109.18   sFT  0.99999503   -0 04 59.0
 KV4188;UTM  18      - 4,519,270.109   573,622.160   MT  0.99966671   +0 34 14.6
 KV4188
 KV4188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4188!SPC NJ       -   1.00000321  x   0.99991218  =   0.99991539
 KV4188!SPC NY L     -   1.00000321  x   0.99999503  =   0.99999824
 KV4188!UTM  18      -   1.00000321  x   0.99966671  =   0.99966992
 KV4188
 KV4188:                Primary Azimuth Mark                     Grid Az
 KV4188:SPC NJ       -  LYNDHURST SACRED HEART CH TWR            156 03 19.0
 KV4188:SPC NY L     -  LYNDHURST SACRED HEART CH TWR            156 22 55.9
 KV4188:UTM  18      -  LYNDHURST SACRED HEART CH TWR            155 43 42.3
 KV4188
 KV4188|---------------------------------------------------------------------|
 KV4188| PID    Reference Object                     Distance      Geod. Az  |
 KV4188|                                                           dddmmss.s |
 KV4188| KV4052 LYNDHURST SACRED HEART CH TWR       APPROX. 1.7 KM 1561756.9 |
 KV4188| KV4176 NORTH ARLINGTON E TRANS TOWER       APPROX. 2.5 KM 1992835.5 |
 KV4188| KV4179 PASSAIC RIVER W TRANS TOWER         APPROX. 2.4 KM 2091723.4 |
 KV4188| KV4134 BELLEVILLE WESTINGHSE LAMP CHY      APPROX. 2.4 KM 2190221.8 |
 KV4188| KV4133 BELLEVILLE WESTINGHSE LAMP TK       APPROX. 2.4 KM 2195948.8 |
 KV4188| KV4209 DELAWANNA GOODLATTE OILCL CHIM      APPROX. 1.3 KM 3480417.0 |
 KV4188|---------------------------------------------------------------------|
 KV4188
 KV4188                          SUPERSEDED SURVEY CONTROL
 KV4188
 KV4188  NAD 83(1996)-  40 49 16.14323(N)    074 07 37.07216(W) AD(       ) 3
 KV4188  NAD 83(1986)-  40 49 16.13675(N)    074 07 37.07707(W) AD(       ) 3
 KV4188  NAD 27      -  40 49 15.78000(N)    074 07 38.55900(W) AD(       ) 3
 KV4188
 KV4188.Superseded values are not recommended for survey control.
 KV4188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4188.See file dsdata.txt to determine how the superseded data were derived.
 KV4188
 KV4188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7362219270(NAD 83)
 KV4188_MARKER: DD = SURVEY DISK
 KV4188_SETTING: 0 = UNSPECIFIED SETTING
 KV4188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4188
 KV4188  HISTORY     - Date     Condition        Report By
 KV4188  HISTORY     - 1933     MONUMENTED       USE
 KV4188  HISTORY     - 1933     GOOD             CGS
 KV4188  HISTORY     - 20060413 MARK NOT FOUND   GEOCAC
 KV4188
 KV4188                          STATION DESCRIPTION
 KV4188
 KV4188'DESCRIBED BY US ENGINEERS 1933 (RWW)
 KV4188'THIS STATION IS ON THE W SHORE OF THE PASSAIC RIVER, IN
 KV4188'DELAWANNA ON THE W ABUTMENT OF THE DELAWARE, LACKAWANNA AND
 KV4188'WESTERN RAILROAD BRIDGE.  IT IS 3.6 METERS W OF THE CENTER LINE
 KV4188'OF THE TRACKS AND 7.0 METERS INSHORE OF HIGH-WATER LINE.
 KV4188'
 KV4188'STATION IS MARKED BY A STANDARD U.S. HARBOR LINE BRONZE DISK
 KV4188'CEMENTED IN A DRILL HOLE AND SET FLUSH IN THE TOP OF THE BROWN
 KV4188'STONE ABUTMENT.
 KV4188'
 KV4188'NO REFERENCE MARKS WERE PLACED.
 KV4188'
 KV4188'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4188'
 KV4188'NORMAL TO E EDGE OF STONE 0.70 METERS
 KV4188'
 KV4188'NORMAL TO W EDGE OF STONE 0.74 METERS
 KV4188'
 KV4188'NORMAL TO S EDGE OF STONE 0.18 METERS
 KV4188'
 KV4188'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD SET-UPS
 KV4188'ON THE STONE ABUTMENT.  PASSING TRAINS MAY NECESSITATE RELEVELING
 KV4188'OF THE INSTRUMENT.
 KV4188'
 KV4188'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/3 METERS.
 KV4188
 KV4188                          STATION RECOVERY (1933)
 KV4188
 KV4188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4188'RECOVERED AS ORIGINALLY DESCRIBED, WITH THE FOLLOWING EXCEPTION--
 KV4188'
 KV4188'ONE REFERENCE MEASUREMENT SHOULD BE CHANGED TO READ--NORMAL
 KV4188'TO E EDGE OF STONE 0.80 METER.
 KV4188
 KV4188                          STATION RECOVERY (2006)
 KV4188
 KV4188'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV4188'ONLY THE STEM REMAINS, ABOUT THREE INCHES NORTHWEST OF KV0124, ON WEST
 KV4188'SIDE OF TOP STONE OF NORTHWEST ABUTMENT OF RAILROAD TRESTLE OVER
 KV4188'PASSAIC RIVER IN CLIFTON.  DELAWARE, LACKAWANNA AND WESTERN
 KV4188'RAILRAILROAD ISN NOW NEW JERSEY TRANSIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4190 ***********************************************************************
 KV4190  DESIGNATION -  PCR 61 USE 1933
 KV4190  PID         -  KV4190
 KV4190  STATE/COUNTY-  NJ/BERGEN
 KV4190  USGS QUAD   -  ORANGE (1981)
 KV4190
 KV4190                         *CURRENT SURVEY CONTROL
 KV4190  ___________________________________________________________________
 KV4190* NAD 83(1996)-  40 49 12.15042(N)    074 07 34.63054(W)     ADJUSTED  
 KV4190* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 KV4190  ___________________________________________________________________
 KV4190  LAPLACE CORR-           6.28  (seconds)                    DEFLEC99
 KV4190  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV4190
 KV4190  HORZ ORDER  -  THIRD
 KV4190
 KV4190.The horizontal coordinates were established by classical geodetic methods
 KV4190.and adjusted by the National Geodetic Survey in September 1999..
 KV4190
 KV4190.The orthometric height was scaled from a topographic map.
 KV4190
 KV4190.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4190
 KV4190.The geoid height was determined by GEOID03.
 KV4190
 KV4190;                    North         East     Units Scale Factor Converg.
 KV4190;SPC NJ       -   220,632.019   181,524.718   MT  0.99991223   +0 14 39.5
 KV4190;SPC NJ       -   723,856.88    595,552.35   sFT  0.99991223   +0 14 39.5
 KV4190;SPC NY L     -    72,562.569   289,346.092   MT  0.99999504   -0 04 57.4
 KV4190;SPC NY L     -   238,065.70    949,296.30   sFT  0.99999504   -0 04 57.4
 KV4190;UTM  18      - 4,519,147.551   573,680.578   MT  0.99966682   +0 34 16.2
 KV4190
 KV4190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4190!SPC NJ       -   1.00000321  x   0.99991223  =   0.99991544
 KV4190!SPC NY L     -   1.00000321  x   0.99999504  =   0.99999825
 KV4190!UTM  18      -   1.00000321  x   0.99966682  =   0.99967003
 KV4190
 KV4190:                Primary Azimuth Mark                     Grid Az
 KV4190:SPC NJ       -  PASSAIC JUNIOR HIGH SCHOOL CUP           026 38 34.9
 KV4190:SPC NY L     -  PASSAIC JUNIOR HIGH SCHOOL CUP           026 58 11.8
 KV4190:UTM  18      -  PASSAIC JUNIOR HIGH SCHOOL CUP           026 18 58.2
 KV4190
 KV4190|---------------------------------------------------------------------|
 KV4190| PID    Reference Object                     Distance      Geod. Az  |
 KV4190|                                                           dddmmss.s |
 KV4190| KV3986 PASSAIC JUNIOR HIGH SCHOOL CUP      APPROX. 2.1 KM 0265314.4 |
 KV4190| KV4195 NUTLEY GRACE CHURCH SPIRE           APPROX. 1.8 KM 2671326.1 |
 KV4190| KV4211 DELAWANNA GIVAUDAN DELAWA CHIM      APPROX. 1.2 KM 3424518.8 |
 KV4190| KV4210 DELAWANNA GIVAUDAN DELAWA TANK      APPROX. 1.2 KM 3431706.8 |
 KV4190|---------------------------------------------------------------------|
 KV4190
 KV4190                          SUPERSEDED SURVEY CONTROL
 KV4190
 KV4190  NAD 83(1996)-  40 49 12.15017(N)    074 07 34.63072(W) AD(       ) 3
 KV4190  NAD 83(1986)-  40 49 12.14384(N)    074 07 34.63567(W) AD(       ) 3
 KV4190  NAD 27      -  40 49 11.78700(N)    074 07 36.11800(W) AD(       ) 3
 KV4190
 KV4190.Superseded values are not recommended for survey control.
 KV4190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4190.See file dsdata.txt to determine how the superseded data were derived.
 KV4190
 KV4190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7368119148(NAD 83)
 KV4190_MARKER: DD = SURVEY DISK
 KV4190_SETTING: 0 = UNSPECIFIED SETTING
 KV4190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4190
 KV4190  HISTORY     - Date     Condition        Report By
 KV4190  HISTORY     - 1933     MONUMENTED       USE
 KV4190
 KV4190                          STATION DESCRIPTION
 KV4190
 KV4190'DESCRIBED BY US ENGINEERS 1933 (RWW)
 KV4190'STATION IS ON THE E SIDE OF THE PASSAIC RIVER, IN LYNDHURST ON
 KV4190'THE INSHORE SIDE OF RIVER ROAD ATOP THE E ABUTMENT OF THE
 KV4190'DELAWARE, LACKAWANNA AND WESTERN RAILROAD BRIDGE.  IT IS 10.0
 KV4190'METERS S OF THE CENTER LINE OF RIVER ROAD AND 4.8 METERS E OF THE
 KV4190'CENTER LINE OF THE TRACKS.
 KV4190'
 KV4190'STATION IS MARKED BY A STANDARD U.S. HARBOR LINE BRONZE DISK
 KV4190'CEMENTED IN A DRILL HOLE AND SET FLUSH IN THE TOP OF THE BROWN
 KV4190'STONE ABUTMENT.
 KV4190'
 KV4190'NO REFERENCE MARKS WERE PLACED.
 KV4190'
 KV4190'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4190'
 KV4190'NORMAL TO N SIDE OF STONE 0.58 METERS.
 KV4190'
 KV4190'NORMAL TO S SIDE OF STONE 0.56 METERS.
 KV4190'
 KV4190'NORMAL TO E SIDE OF STONE 0.80 METERS.
 KV4190'
 KV4190'NORMAL TO W SIDE OF STONE 1.53 METERS.
 KV4190'
 KV4190'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD SET-UPS
 KV4190'ON THE STONE ABUTMENT.  PASSING TRAINS MAY NECESSITATE RELEVELING
 KV4190'OF THE INSTRUMENT.
 KV4190'
 KV4190'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3998 ***********************************************************************
 KV3998  DESIGNATION -  PCR 68 USE 1933
 KV3998  PID         -  KV3998
 KV3998  STATE/COUNTY-  NJ/PASSAIC
 KV3998  USGS QUAD   -  WEEHAWKEN (1995)
 KV3998
 KV3998                         *CURRENT SURVEY CONTROL
 KV3998  ___________________________________________________________________
 KV3998* NAD 83(1996)-  40 50 50.25164(N)    074 07 18.54452(W)     ADJUSTED  
 KV3998* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV3998  ___________________________________________________________________
 KV3998  LAPLACE CORR-           6.33  (seconds)                    DEFLEC99
 KV3998  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KV3998
 KV3998  HORZ ORDER  -  THIRD
 KV3998
 KV3998.The horizontal coordinates were established by classical geodetic methods
 KV3998.and adjusted by the National Geodetic Survey in September 1999..
 KV3998
 KV3998.The orthometric height was scaled from a topographic map.
 KV3998
 KV3998.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3998
 KV3998.The geoid height was determined by GEOID03.
 KV3998
 KV3998;                    North         East     Units Scale Factor Converg.
 KV3998;SPC NJ       -   223,659.512   181,888.588   MT  0.99991251   +0 14 50.5
 KV3998;SPC NJ       -   733,789.58    596,746.14   sFT  0.99991251   +0 14 50.5
 KV3998;SPC NY L     -    75,588.186   289,727.264   MT  0.99999490   -0 04 46.8
 KV3998;SPC NY L     -   247,992.24    950,546.87   sFT  0.99999490   -0 04 46.8
 KV3998;UTM  18      - 4,522,176.328   574,027.080   MT  0.99966745   +0 34 27.8
 KV3998
 KV3998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3998!SPC NJ       -   1.00000462  x   0.99991251  =   0.99991712
 KV3998!SPC NY L     -   1.00000462  x   0.99999490  =   0.99999952
 KV3998!UTM  18      -   1.00000462  x   0.99966745  =   0.99967206
 KV3998
 KV3998:                Primary Azimuth Mark                     Grid Az
 KV3998:SPC NJ       -  PASSAIC WOOLEN SPINNING CO TK            037 36 23.7
 KV3998:SPC NY L     -  PASSAIC WOOLEN SPINNING CO TK            037 56 01.0
 KV3998:UTM  18      -  PASSAIC WOOLEN SPINNING CO TK            037 16 46.4
 KV3998
 KV3998|---------------------------------------------------------------------|
 KV3998| PID    Reference Object                     Distance      Geod. Az  |
 KV3998|                                                           dddmmss.s |
 KV3998| KV3951 PASSAIC WOOLEN SPINNING CO TK       APPROX. 1.9 KM 0375114.2 |
 KV3998| KV3986 PASSAIC JUNIOR HIGH SCHOOL CUP      APPROX. 1.3 KM 1541727.3 |
 KV3998|---------------------------------------------------------------------|
 KV3998
 KV3998                          SUPERSEDED SURVEY CONTROL
 KV3998
 KV3998  NAD 83(1996)-  40 50 50.25140(N)    074 07 18.54465(W) AD(       ) 3
 KV3998  NAD 83(1996)-  40 50 50.24927(N)    074 07 18.54682(W) AD(       ) 3
 KV3998  NAD 83(1992)-  40 50 50.24947(N)    074 07 18.54698(W) AD(       ) 3
 KV3998  NAD 83(1986)-  40 50 50.24943(N)    074 07 18.55493(W) AD(       ) 3
 KV3998  NAD 27      -  40 50 49.89400(N)    074 07 20.03400(W) AD(       ) 3
 KV3998
 KV3998.Superseded values are not recommended for survey control.
 KV3998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3998.See file dsdata.txt to determine how the superseded data were derived.
 KV3998
 KV3998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7402722176(NAD 83)
 KV3998_MARKER: DD = SURVEY DISK
 KV3998_SETTING: 0 = UNSPECIFIED SETTING
 KV3998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3998
 KV3998  HISTORY     - Date     Condition        Report By
 KV3998  HISTORY     - 1933     MONUMENTED       USE
 KV3998
 KV3998                          STATION DESCRIPTION
 KV3998
 KV3998'DESCRIBED BY US ENGINEERS 1933 (RWW)
 KV3998'THIS STATION IS ON THE W SHORE OF THE PASSAIC RIVER, IN PASSAIC
 KV3998'PARK ON THE S SIDE OF THE W ABUTMENT OF THE ERIE RAILROAD
 KV3998'BRIDGE.  IT IS 4.9 METERS S OF THE CENTER LINE OF THE TRACKS AND
 KV3998'3.6 METERS INSHORE OF HIGH-WATER LINE.
 KV3998'
 KV3998'STATION IS MARKED BY A STANDARD U.S. HARBOR LINE BRONZE DISK
 KV3998'CEMENTED IN A DRILL HOLE AND SET FLUSH IN THE TOP OF THE BROWN
 KV3998'STONE ABUTMENT.
 KV3998'
 KV3998'A STANDARD C. AND G.S. BRONZE REFERENCE DISK (NO.1) WAS EMBEDDED
 KV3998'IN THE BROWN STONE RETAINING WALL ACROSS THE TRACKS TO THE
 KV3998'N.  ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV3998'
 KV3998'NORMAL TO S SIDE OF ABUTMENT 1.05 METERS
 KV3998'
 KV3998'NORMAL TO E SIDE OF ABUTMENT 0.454 METERS
 KV3998'
 KV3998'THERE IS AMPLE ROOM AND FAIR FOOTING FOR CENTRAL TRIPOD
 KV3998'SETUPS.  PASSING TRAINS MAY NECESSITATE RE-LEVELING OF THE
 KV3998'INSTRUMENT.
 KV3998'
 KV3998'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4266 ***********************************************************************
 KV4266  DESIGNATION -  PCR 7
 KV4266  PID         -  KV4266
 KV4266  STATE/COUNTY-  NJ/HUDSON
 KV4266  USGS QUAD   -  JERSEY CITY (1981)
 KV4266
 KV4266                         *CURRENT SURVEY CONTROL
 KV4266  ___________________________________________________________________
 KV4266* NAD 83(1996)-  40 44 32.84543(N)    074 07 13.33249(W)     ADJUSTED  
 KV4266* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4266  ___________________________________________________________________
 KV4266  LAPLACE CORR-           6.40  (seconds)                    DEFLEC99
 KV4266  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV4266
 KV4266  HORZ ORDER  -  THIRD
 KV4266
 KV4266.The horizontal coordinates were established by classical geodetic methods
 KV4266.and adjusted by the National Geodetic Survey in September 1999..
 KV4266
 KV4266.The orthometric height was scaled from a topographic map.
 KV4266
 KV4266.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4266
 KV4266.The geoid height was determined by GEOID03.
 KV4266
 KV4266;                    North         East     Units Scale Factor Converg.
 KV4266;SPC NJ       -   212,019.239   182,061.060   MT  0.99991265   +0 14 52.0
 KV4266;SPC NJ       -   695,599.79    597,311.99   sFT  0.99991265   +0 14 52.0
 KV4266;SPC NY L     -    63,946.153   289,833.356   MT  0.99999666   -0 04 43.4
 KV4266;SPC NY L     -   209,796.67    950,894.94   sFT  0.99999666   -0 04 43.4
 KV4266;UTM  18      - 4,510,540.078   574,265.863   MT  0.99966789   +0 34 26.9
 KV4266
 KV4266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4266!SPC NJ       -   1.00000462  x   0.99991265  =   0.99991727
 KV4266!SPC NY L     -   1.00000462  x   0.99999666  =   1.00000128
 KV4266!UTM  18      -   1.00000462  x   0.99966789  =   0.99967251
 KV4266
 KV4266|---------------------------------------------------------------------|
 KV4266| PID    Reference Object                     Distance      Geod. Az  |
 KV4266|                                                           dddmmss.s |
 KV4266| KV4257 PCR 8                               230.646 METERS 20738     |
 KV4266| KV4145 KIN                                 APPROX. 3.0 KM 2981850.6 |
 KV4266|---------------------------------------------------------------------|
 KV4266
 KV4266                          SUPERSEDED SURVEY CONTROL
 KV4266
 KV4266  NAD 83(1996)-  40 44 32.84528(N)    074 07 13.33269(W) AD(       ) 3
 KV4266  NAD 83(1996)-  40 44 32.84257(N)    074 07 13.33421(W) AD(       ) 3
 KV4266  NAD 83(1992)-  40 44 32.84132(N)    074 07 13.33457(W) AD(       ) 3
 KV4266  NAD 83(1986)-  40 44 32.84446(N)    074 07 13.33840(W) AD(       ) 3
 KV4266  NAD 27      -  40 44 32.47900(N)    074 07 14.82100(W) AD(       ) 3
 KV4266
 KV4266.Superseded values are not recommended for survey control.
 KV4266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4266.See file dsdata.txt to determine how the superseded data were derived.
 KV4266
 KV4266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7426610540(NAD 83)
 KV4266_MARKER: Z = SEE DESCRIPTION
 KV4266_SETTING: 0 = UNSPECIFIED SETTING
 KV4266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4266
 KV4266  HISTORY     - Date     Condition        Report By
 KV4266  HISTORY     - 1933     MONUMENTED       USE
 KV4266  HISTORY     - 1934     GOOD             CGS
 KV4266  HISTORY     - 1983     GOOD             LOCENG
 KV4266  HISTORY     - 19920221 MARK NOT FOUND   NJGS
 KV4266
 KV4266                          STATION DESCRIPTION
 KV4266
 KV4266'DESCRIBED BY US ENGINEERS 1933 (RWW)
 KV4266'THIS STATION IS ON THE N SHORE OF THE PASSAIC RIVER, IN KEARNY E OF
 KV4266'MANHATTAN TRANSFER ON THE E SIDE OF THE TRACKS OF THE PENNSYLVANIA
 KV4266'RAILROAD FREIGHT DIVISION.  IT IS EMBEDDED IN THE E SIDE OF THE N
 KV4266'BROWN STONE ABUTMENT OF THE DOUBLE TRACK BRIDGE 5.1 METERS E OF
 KV4266'THE CENTER LINE OF THE TRACKS, 0.16 METER N OF THE BASE OF A STEEL
 KV4266'SIGNAL POLE, AND APPROXIMATELY 12.5 METERS INSHORE OF
 KV4266'HIGH-WATER LINE.
 KV4266'
 KV4266'STATION IS MARKED BY A PLAIN COPPER PLUG APPROXIMATELY 1 1/4-INCH
 KV4266'IN DIAMETER.  NO REFERENCE MARKS WERE PLACED.
 KV4266'
 KV4266'REFERENCE MEASUREMENTS TAKEN AS FOLLOWS--
 KV4266'
 KV4266'NORMAL TO S WALL OF ABUTMENT 0.90 METERS
 KV4266'
 KV4266'NORMAL TO E WALL OF ABUTMENT 0.41 METERS
 KV4266'
 KV4266'NORMAL TO W WALL OF ABUTMENT 0.52 METERS
 KV4266'
 KV4266'THERE IS AMPLE ROOM FOR CENTRAL TRIPOD SET-UPS.  PASSING TRAINS
 KV4266'MAY NECESSITATE RE-LEVELING OF THE INSTRUMENT.
 KV4266'
 KV4266'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 METERS.
 KV4266
 KV4266                          STATION RECOVERY (1934)
 KV4266
 KV4266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4266'STATION RECOVERED AS DESCRIBED.
 KV4266
 KV4266                          STATION RECOVERY (1983)
 KV4266
 KV4266'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (TL)
 KV4266'STATION GOOD.
 KV4266'
 KV4266'DESCRIPTION IS ADEQUATE.
 KV4266
 KV4266                          STATION RECOVERY (1992)
 KV4266
 KV4266'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KV4266'THE STATION WAS NOT RECOVERED AT THIS TIME.  THERE IS NO ACCESS TO THE
 KV4266'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3997 ***********************************************************************
 KV3997  DESIGNATION -  PCR 75 USE 1933
 KV3997  PID         -  KV3997
 KV3997  STATE/COUNTY-  NJ/BERGEN
 KV3997  USGS QUAD   -  WEEHAWKEN (1995)
 KV3997
 KV3997                         *CURRENT SURVEY CONTROL
 KV3997  ___________________________________________________________________
 KV3997* NAD 83(1996)-  40 50 47.94451(N)    074 07 15.05646(W)     ADJUSTED  
 KV3997* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 KV3997  ___________________________________________________________________
 KV3997  LAPLACE CORR-           6.35  (seconds)                    DEFLEC99
 KV3997  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KV3997
 KV3997  HORZ ORDER  -  THIRD
 KV3997
 KV3997.The horizontal coordinates were established by classical geodetic methods
 KV3997.and adjusted by the National Geodetic Survey in September 1999..
 KV3997
 KV3997.The orthometric height was scaled from a topographic map.
 KV3997
 KV3997.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3997
 KV3997.The geoid height was determined by GEOID03.
 KV3997
 KV3997;                    North         East     Units Scale Factor Converg.
 KV3997;SPC NJ       -   223,588.703   181,970.595   MT  0.99991258   +0 14 52.7
 KV3997;SPC NJ       -   733,557.27    597,015.19   sFT  0.99991258   +0 14 52.7
 KV3997;SPC NY L     -    75,516.904   289,808.872   MT  0.99999490   -0 04 44.6
 KV3997;SPC NY L     -   247,758.38    950,814.61   sFT  0.99999490   -0 04 44.6
 KV3997;UTM  18      - 4,522,106.005   574,109.470   MT  0.99966760   +0 34 30.1
 KV3997
 KV3997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3997!SPC NJ       -   1.00000414  x   0.99991258  =   0.99991672
 KV3997!SPC NY L     -   1.00000414  x   0.99999490  =   0.99999904
 KV3997!UTM  18      -   1.00000414  x   0.99966760  =   0.99967174
 KV3997
 KV3997:                Primary Azimuth Mark                     Grid Az
 KV3997:SPC NJ       -  RUBBER                                   011 06 40.2
 KV3997:SPC NY L     -  RUBBER                                   011 26 17.5
 KV3997:UTM  18      -  RUBBER                                   010 47 02.8
 KV3997
 KV3997|---------------------------------------------------------------------|
 KV3997| PID    Reference Object                     Distance      Geod. Az  |
 KV3997|                                                           dddmmss.s |
 KV3997| KV3954 RUBBER                              APPROX. 1.5 KM 0112132.9 |
 KV3997| KV3998 PCR 68 USE 1933                     108.357 METERS 31103     |
 KV3997|---------------------------------------------------------------------|
 KV3997
 KV3997                          SUPERSEDED SURVEY CONTROL
 KV3997
 KV3997  NAD 83(1996)-  40 50 47.94428(N)    074 07 15.05660(W) AD(       ) 3
 KV3997  NAD 83(1996)-  40 50 47.94213(N)    074 07 15.05873(W) AD(       ) 3
 KV3997  NAD 83(1992)-  40 50 47.94230(N)    074 07 15.05883(W) AD(       ) 3
 KV3997  NAD 83(1986)-  40 50 47.94233(N)    074 07 15.06661(W) AD(       ) 3
 KV3997  NAD 27      -  40 50 47.58700(N)    074 07 16.54700(W) AD(       ) 3
 KV3997
 KV3997.Superseded values are not recommended for survey control.
 KV3997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3997.See file dsdata.txt to determine how the superseded data were derived.
 KV3997
 KV3997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7410922106(NAD 83)
 KV3997_MARKER: DD = SURVEY DISK
 KV3997_SETTING: 0 = UNSPECIFIED SETTING
 KV3997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3997
 KV3997  HISTORY     - Date     Condition        Report By
 KV3997  HISTORY     - 1933     MONUMENTED       USE
 KV3997
 KV3997                          STATION DESCRIPTION
 KV3997
 KV3997'DESCRIBED BY US ENGINEERS 1933 (RWW)
 KV3997'THIS STATION IS ON THE E SHORE OF THE PASSAIC RIVER, IN EAST
 KV3997'RUTHERFORD ON THE E ABUTMENT OF THE ERIE RAILROAD BRIDGE.  IT
 KV3997'IS 2.5 METERS S OF THE CENTER LINE OF THE TRACKS, AND 3 METERS
 KV3997'INSHORE OF HIGH-WATER LINE.
 KV3997'
 KV3997'STATION IS MARKED BY A STANDARD U.S. HARBOR LINE BRONZE DISK
 KV3997'EMBEDDED IN THE SAND STONE ABUTMENT.
 KV3997'
 KV3997'NO REFERENCE MARKS WERE PLACED.  REFERENCE MEASUREMENTS WERE
 KV3997'TAKEN AS FOLLOWS--
 KV3997'
 KV3997'NORMAL TO S EDGE OF STONE SHOULDER 0.59 METERS
 KV3997'
 KV3997'NORMAL TO W EDGE OF STONE SHOULDER 0.46 METERS
 KV3997'
 KV3997'THERE IS SUFFICIENT ROOM AND FAIR FOOTING FOR CENTRAL TRIPOD
 KV3997'SET-UPS.  PASSING TRAINS MAY NECESSITATE RE-LEVELING OF THE
 KV3997'INSTRUMENT.
 KV3997'
 KV3997'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3989 ***********************************************************************
 KV3989  DESIGNATION -  PCR 77 USE 1933
 KV3989  PID         -  KV3989
 KV3989  STATE/COUNTY-  NJ/BERGEN
 KV3989  USGS QUAD   -  WEEHAWKEN (1995)
 KV3989
 KV3989                         *CURRENT SURVEY CONTROL
 KV3989  ___________________________________________________________________
 KV3989* NAD 83(1996)-  40 51 04.01438(N)    074 07 07.46767(W)     ADJUSTED  
 KV3989* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 KV3989  ___________________________________________________________________
 KV3989  LAPLACE CORR-           6.38  (seconds)                    DEFLEC99
 KV3989  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KV3989
 KV3989  HORZ ORDER  -  THIRD
 KV3989
 KV3989.The horizontal coordinates were established by classical geodetic methods
 KV3989.and adjusted by the National Geodetic Survey in September 1999..
 KV3989
 KV3989.The orthometric height was scaled from a topographic map.
 KV3989
 KV3989.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3989
 KV3989.The geoid height was determined by GEOID03.
 KV3989
 KV3989;                    North         East     Units Scale Factor Converg.
 KV3989;SPC NJ       -   224,085.141   182,146.187   MT  0.99991271   +0 14 57.8
 KV3989;SPC NJ       -   735,186.00    597,591.28   sFT  0.99991271   +0 14 57.8
 KV3989;SPC NY L     -    76,012.373   289,987.310   MT  0.99999490   -0 04 39.6
 KV3989;SPC NY L     -   249,383.93    951,400.03   sFT  0.99999490   -0 04 39.6
 KV3989;UTM  18      - 4,522,603.316   574,282.183   MT  0.99966791   +0 34 35.2
 KV3989
 KV3989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3989!SPC NJ       -   1.00000430  x   0.99991271  =   0.99991701
 KV3989!SPC NY L     -   1.00000430  x   0.99999490  =   0.99999920
 KV3989!UTM  18      -   1.00000430  x   0.99966791  =   0.99967221
 KV3989
 KV3989:                Primary Azimuth Mark                     Grid Az
 KV3989:SPC NJ       -  E RUTHERFORD STAND BLEACH CHIM           159 42 46.0
 KV3989:SPC NY L     -  E RUTHERFORD STAND BLEACH CHIM           160 02 23.4
 KV3989:UTM  18      -  E RUTHERFORD STAND BLEACH CHIM           159 23 08.6
 KV3989
 KV3989|---------------------------------------------------------------------|
 KV3989| PID    Reference Object                     Distance      Geod. Az  |
 KV3989|                                                           dddmmss.s |
 KV3989| KV3975 E RUTHERFORD STAND BLEACH CHIM      APPROX. 0.9 KM 1595743.8 |
 KV3989| KV4209 DELAWANNA GOODLATTE OILCL CHIM      APPROX. 2.3 KM 2045951.0 |
 KV3989| KV4216 PASSAIC PEOPLES BANK SMOKEPIPE      APPROX. 1.3 KM 3290328.4 |
 KV3989|---------------------------------------------------------------------|
 KV3989
 KV3989                          SUPERSEDED SURVEY CONTROL
 KV3989
 KV3989  NAD 83(1996)-  40 51 04.01415(N)    074 07 07.46783(W) AD(       ) 3
 KV3989  NAD 83(1996)-  40 51 04.01213(N)    074 07 07.46996(W) AD(       ) 3
 KV3989  NAD 83(1992)-  40 51 04.01224(N)    074 07 07.47019(W) AD(       ) 3
 KV3989  NAD 83(1986)-  40 51 04.01355(N)    074 07 07.47801(W) AD(       ) 3
 KV3989  NAD 27      -  40 51 03.65800(N)    074 07 08.95800(W) AD(       ) 3
 KV3989
 KV3989.Superseded values are not recommended for survey control.
 KV3989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3989.See file dsdata.txt to determine how the superseded data were derived.
 KV3989
 KV3989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7428222603(NAD 83)
 KV3989_MARKER: DD = SURVEY DISK
 KV3989_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV3989_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV3989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3989
 KV3989  HISTORY     - Date     Condition        Report By
 KV3989  HISTORY     - 1933     MONUMENTED       USE
 KV3989
 KV3989                          STATION DESCRIPTION
 KV3989
 KV3989'DESCRIBED BY US ENGINEERS 1933 (RWW)
 KV3989'THIS STATION IS ON THE E SHORE OF THE PASSAIC RIVER, IN CARLTON
 KV3989'HILL BETWEEN THE ERIE MAIN-LINE RAILROAD BRIDGE AND THE GREGORY
 KV3989'AVENUE BRIDGE.  IT IS 13.7 METERS E OF A MANHOLE PLATE AT THE
 KV3989'BEND OF CARLTON AVENUE, AND 5.0 METERS INSHORE OF HIGH-WATER LINE.
 KV3989'
 KV3989'STATION IS MARKED BY A U.S. HARBOR LINE BRONZE DISK SET IN THE
 KV3989'10-INCH TOP OF A CONCRETE-FILLED TILE PIPE SET 2 INCHES BELOW THE
 KV3989'GROUND SURFACE.  NO REFERENCE MARKS WERE PLACED NOR ANY REFERENCE
 KV3989'MEASUREMENTS TAKEN.
 KV3989'
 KV3989'THERE IS GOOD FOOTING FOR CENTRAL TRIPOD SET-UPS ON THE SOLID
 KV3989'CLAY GROUND.
 KV3989'
 KV3989'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4257 ***********************************************************************
 KV4257  DESIGNATION -  PCR 8
 KV4257  PID         -  KV4257
 KV4257  STATE/COUNTY-  NJ/ESSEX
 KV4257  USGS QUAD   -  JERSEY CITY (1981)
 KV4257
 KV4257                         *CURRENT SURVEY CONTROL
 KV4257  ___________________________________________________________________
 KV4257* NAD 83(1996)-  40 44 26.22110(N)    074 07 17.89180(W)     ADJUSTED  
 KV4257* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4257  ___________________________________________________________________
 KV4257  LAPLACE CORR-           6.37  (seconds)                    DEFLEC99
 KV4257  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV4257
 KV4257  HORZ ORDER  -  THIRD
 KV4257
 KV4257.The horizontal coordinates were established by classical geodetic methods
 KV4257.and adjusted by the National Geodetic Survey in September 1999..
 KV4257
 KV4257.The orthometric height was scaled from a topographic map.
 KV4257
 KV4257.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4257
 KV4257.The geoid height was determined by GEOID03.
 KV4257
 KV4257;                    North         East     Units Scale Factor Converg.
 KV4257;SPC NJ       -   211,814.456   181,954.982   MT  0.99991256   +0 14 49.0
 KV4257;SPC NJ       -   694,927.93    596,963.97   sFT  0.99991256   +0 14 49.0
 KV4257;SPC NY L     -    63,741.962   289,726.104   MT  0.99999672   -0 04 46.4
 KV4257;SPC NY L     -   209,126.75    950,543.06   sFT  0.99999672   -0 04 46.4
 KV4257;UTM  18      - 4,510,334.745   574,160.979   MT  0.99966769   +0 34 23.8
 KV4257
 KV4257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4257!SPC NJ       -   1.00000462  x   0.99991256  =   0.99991718
 KV4257!SPC NY L     -   1.00000462  x   0.99999672  =   1.00000134
 KV4257!UTM  18      -   1.00000462  x   0.99966769  =   0.99967231
 KV4257
 KV4257|---------------------------------------------------------------------|
 KV4257| PID    Reference Object                     Distance      Geod. Az  |
 KV4257|                                                           dddmmss.s |
 KV4257| KV4266 PCR 7                               230.646 METERS 02738     |
 KV4257| KV4145 KIN                                 APPROX. 3.1 KM 3023848.8 |
 KV4257|---------------------------------------------------------------------|
 KV4257
 KV4257                          SUPERSEDED SURVEY CONTROL
 KV4257
 KV4257  NAD 83(1996)-  40 44 26.22095(N)    074 07 17.89200(W) AD(       ) 3
 KV4257  NAD 83(1996)-  40 44 26.21810(N)    074 07 17.89346(W) AD(       ) 3
 KV4257  NAD 83(1992)-  40 44 26.21677(N)    074 07 17.89401(W) AD(       ) 3
 KV4257  NAD 83(1986)-  40 44 26.22030(N)    074 07 17.89743(W) AD(       ) 3
 KV4257  NAD 27      -  40 44 25.85600(N)    074 07 19.38000(W) AD(       ) 3
 KV4257
 KV4257.Superseded values are not recommended for survey control.
 KV4257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4257.See file dsdata.txt to determine how the superseded data were derived.
 KV4257
 KV4257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7416110335(NAD 83)
 KV4257_MARKER: I = METAL ROD
 KV4257_SETTING: 0 = UNSPECIFIED SETTING
 KV4257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4257
 KV4257  HISTORY     - Date     Condition        Report By
 KV4257  HISTORY     - 1933     MONUMENTED       USE
 KV4257  HISTORY     - 19920221 MARK NOT FOUND   NJGS
 KV4257
 KV4257                          STATION DESCRIPTION
 KV4257
 KV4257'DESCRIBED BY US ENGINEERS 1933 (RWW)
 KV4257'THIS STATION IS ON THE S SHORE OF THE PASSAIC RIVER, IN NEWARK ON
 KV4257'THE E SIDE OF THE TRACKS OF THE PENNSYLVANIA RAILROAD FREIGHT
 KV4257'DIVISION.  IT IS LOCATED ON THE S BROWN STONE ABUTMENT OF THE
 KV4257'DOUBLE-TRACK BRIDGE 4.7 METERS E OF THE CENTER LINE OF THE TRACKS,
 KV4257'AND 1.3 METERS INSHORE OF HIGH-WATER LINE.
 KV4257'
 KV4257'STATION IS MARKED BY A 1/4-INCH COPPER ROD DRILLED AND EMBEDDED
 KV4257'FLUSH WITH THE SURFACE OF THE CROWN (CARVED LINES APPROXIMATELY 2
 KV4257'INCHES LONG RADIATE FROM THIS ROD AS CENTER).
 KV4257'
 KV4257'NO REFERENCE MARKS WERE PLACED.  REFERENCE MEASUREMENTS WERE TAKEN
 KV4257'AS FOLLOWS--
 KV4257'
 KV4257'TO NW CORNER OF POWER PLANT 40.94 METERS
 KV4257'
 KV4257'NORMAL TO S WALL OF ABUTMENT 0.31 METERS
 KV4257'
 KV4257'NORMAL TO N WALL OF ABUTMENT 1.26 METERS
 KV4257'
 KV4257'NORMAL TO E WALL OF ABUTMENT 0.61 METERS
 KV4257'
 KV4257'NORMAL TO W WALL OF ABUTMENT 0.31 METERS
 KV4257'
 KV4257'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD
 KV4257'SET-UPS.  PASSING TRAINS MAY NECESSITATE RE-LEVELING OF THE
 KV4257'INSTRUMENT.
 KV4257'
 KV4257'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 METERS.
 KV4257
 KV4257                          STATION RECOVERY (1992)
 KV4257
 KV4257'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KV4257'STATION WAS NOT RECOVERED AT THIS TIME.  THERE IS NO ACCESS TO THE
 KV4257'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4372 ***********************************************************************
 JU4372  DESIGNATION -  PEACE
 JU4372  PID         -  JU4372
 JU4372  STATE/COUNTY-  NJ/ATLANTIC
 JU4372  USGS QUAD   -  NEWTONVILLE (1972)
 JU4372
 JU4372                         *CURRENT SURVEY CONTROL
 JU4372  ___________________________________________________________________
 JU4372* NAD 83(1996)-  39 32 22.76175(N)    074 45 34.41166(W)     ADJUSTED  
 JU4372* NAVD 88     -        15.1    (meters)      50.     (feet)  GPS OBS   
 JU4372  ___________________________________________________________________
 JU4372  X           -   1,294,738.475 (meters)                     COMP
 JU4372  Y           -  -4,752,169.758 (meters)                     COMP
 JU4372  Z           -   4,038,688.053 (meters)                     COMP
 JU4372  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 JU4372  ELLIP HEIGHT-         -18.58  (meters)          (10/23/02) GPS OBS
 JU4372  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 JU4372
 JU4372  HORZ ORDER  -  FIRST
 JU4372  ELLP ORDER  -  FOURTH    CLASS I
 JU4372
 JU4372.The horizontal coordinates were established by GPS observations
 JU4372.and adjusted by the National Geodetic Survey in May 1999..
 JU4372
 JU4372.The orthometric height was determined by GPS observations and a
 JU4372.high-resolution geoid model.
 JU4372
 JU4372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4372
 JU4372.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4372
 JU4372.The ellipsoidal height was determined by GPS observations
 JU4372.and is referenced to NAD 83.
 JU4372
 JU4372.The geoid height was determined by GEOID03.
 JU4372
 JU4372;                    North         East     Units Scale Factor Converg.
 JU4372;SPC NJ       -    78,439.603   127,689.370   MT  0.99990613   -0 09 54.9
 JU4372;SPC NJ       -   257,347.26    418,927.54   sFT  0.99990613   -0 09 54.9
 JU4372;UTM  18      - 4,376,693.174   520,661.157   MT  0.99960526   +0 09 11.0
 JU4372
 JU4372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4372!SPC NJ       -   1.00000291  x   0.99990613  =   0.99990904
 JU4372!UTM  18      -   1.00000291  x   0.99960526  =   0.99960817
 JU4372
 JU4372                          SUPERSEDED SURVEY CONTROL
 JU4372
 JU4372  NAD 83(1992)-  39 32 22.75200(N)    074 45 34.41097(W) AD(       ) 1
 JU4372
 JU4372.Superseded values are not recommended for survey control.
 JU4372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4372.See file dsdata.txt to determine how the superseded data were derived.
 JU4372
 JU4372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2066176693(NAD 83)
 JU4372_MARKER: DD = SURVEY DISK
 JU4372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4372_SP_SET: CONCRETE POST
 JU4372_STAMPING: PEACE 1993
 JU4372_MARK LOGO: HAMTWP
 JU4372_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 JU4372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4372+STABILITY: SURFACE MOTION
 JU4372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4372+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JU4372
 JU4372  HISTORY     - Date     Condition        Report By
 JU4372  HISTORY     - 1993     MONUMENTED       HAMTWP
 JU4372
 JU4372                          STATION DESCRIPTION
 JU4372
 JU4372'DESCRIBED BY HAMILTON TOWNSHIP NEW JERSEY 1993
 JU4372'IN HAMILTON TOWNSHIP.  TO REACH FROM THE JUNCTION OF U.S. ROUTE 322
 JU4372'AND COUNTY ROUTE 559 IN WEYMOUTH, GO NORTHEAST ON COUNTY ROUTE 559
 JU4372'FOR 0.7 KM (0.4 MI) TO THE WYE JUNCTION WITH ELWOOD WEYMOUTH ROAD.
 JU4372'BEAR TO THE RIGHT AND CONTINUE NORTHEAST ON ELWOOD WEYMOUTH ROAD FOR
 JU4372'2.7 KM (1.7 MI) TO A CURVE IN THE ROAD BEARING TO THE RIGHT AND THE
 JU4372'STATION ON THE LEFT.
 JU4372'THE STATION IS SET ABOUT 5 CM BELOW GROUND AND IS LOCATED 18.3 M
 JU4372'(60.0 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 3.0 M (9.8 FT)
 JU4372'SOUTHWEST OF A STOP SIGN POST, 11.85 M (38.88 FT) NORTHWEST OF A
 JU4372'CONCRETE PROPERTY MONUMENT, AND 12.573 M (41.250 FT) SOUTHEAST OF A
 JU4372'U.S. ARMY CORPS OF ENGINEERS MONUMENT DESIGNATED 15/12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2669 ***********************************************************************
 JU2669  DESIGNATION -  PEAHALL
 JU2669  PID         -  JU2669
 JU2669  STATE/COUNTY-  NJ/OCEAN
 JU2669  USGS QUAD   -  BEACH HAVEN (1977)
 JU2669
 JU2669                         *CURRENT SURVEY CONTROL
 JU2669  ___________________________________________________________________
 JU2669* NAD 83(1996)-  39 36 16.47663(N)    074 12 37.43431(W)     ADJUSTED  
 JU2669* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2669  ___________________________________________________________________
 JU2669  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 JU2669  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 JU2669
 JU2669  HORZ ORDER  -  SECOND
 JU2669
 JU2669.The horizontal coordinates were established by classical geodetic methods
 JU2669.and adjusted by the National Geodetic Survey in September 1999..
 JU2669
 JU2669.The orthometric height was scaled from a topographic map.
 JU2669
 JU2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2669
 JU2669.The geoid height was determined by GEOID03.
 JU2669
 JU2669;                    North         East     Units Scale Factor Converg.
 JU2669;SPC NJ       -    85,654.702   174,869.784   MT  0.99990761   +0 11 04.6
 JU2669;SPC NJ       -   281,018.80    573,718.62   sFT  0.99990761   +0 11 04.6
 JU2669;UTM  18      - 4,384,168.394   567,787.721   MT  0.99965657   +0 30 12.2
 JU2669
 JU2669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2669!SPC NJ       -   1.00000519  x   0.99990761  =   0.99991280
 JU2669!UTM  18      -   1.00000519  x   0.99965657  =   0.99966175
 JU2669
 JU2669|---------------------------------------------------------------------|
 JU2669| PID    Reference Object                     Distance      Geod. Az  |
 JU2669|                                                           dddmmss.s |
 JU2669| CB2823 PEAHALL RM 1                         56.845 METERS 08740     |
 JU2669| CB2824 PEAHALL RM 2                         56.205 METERS 15218     |
 JU2669| CB2825 PEAHALL RM 3 AZIMUTH                               19719     |
 JU2669| JU0196 TERRACE                             APPROX. 2.5 KM 2194058.9 |
 JU2669|---------------------------------------------------------------------|
 JU2669
 JU2669                          SUPERSEDED SURVEY CONTROL
 JU2669
 JU2669  NAD 83(1986)-  39 36 16.46779(N)    074 12 37.42875(W) AD(       ) 2
 JU2669  NAD 27      -  39 36 16.04100(N)    074 12 38.93100(W) AD(       ) 2
 JU2669
 JU2669.Superseded values are not recommended for survey control.
 JU2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2669.See file dsdata.txt to determine how the superseded data were derived.
 JU2669
 JU2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6778884168(NAD 83)
 JU2669_MARKER: DS = TRIANGULATION STATION DISK
 JU2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2669
 JU2669  HISTORY     - Date     Condition        Report By
 JU2669  HISTORY     - 1932     MONUMENTED       CGS
 JU2669  HISTORY     - 1935     GOOD             CGS
 JU2669  HISTORY     - 1947     GOOD             CGS
 JU2669  HISTORY     - 1950     GOOD             CGS
 JU2669  HISTORY     - 1962     SEE DESCRIPTION  CGS
 JU2669
 JU2669                          STATION DESCRIPTION
 JU2669
 JU2669'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2669'STATION IS ABOUT 1.5 MILES S OF STATION BRANT AND THE BRANT
 JU2669'BEACH WATER TANK ON THE CONTINUATION OF BAY AVENUE ABOUT HALFWAY
 JU2669'BETWEEN SOUND AND BAY AVENUES.  FROM THE STATION THE NEAREST
 JU2669'WATER TANK TO N IS IN RANGE WITH THE W END OF SOME GASOLINE
 JU2669'TANKS AND THE TALLEST TUCKERTON RADIO MAST IS JUST TO THE RIGHT
 JU2669'OF THE NEXT POINT OF MARSH TO THE S.
 JU2669'
 JU2669'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2669'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2669'
 JU2669'REFERENCE MARK NO. 1 IS 186.5 FEET FROM THE STATION AND IS
 JU2669'BETWEEN THE ROAD AND THE RAILROAD TRACK.  IT IS 36.7 FEET W OF
 JU2669'THE W EDGE OF BAY AVENUE AND 31.7 FEET E OF THE E RAIL OF THE
 JU2669'RAILROAD AND 27 FEET N OF TELEPHONE POLE.  REFERENCE MARK NO. 2 IS
 JU2669'184.4 FEET SE OF THE STATION.  IT IS BETWEEN ROAD AND THE
 JU2669'RAILROAD STATION.  IT IS 35 FEET W OF THE W EDGE OF BAY AVENUE
 JU2669'AND 32.9 FEET E OF THE E EDGE OF THE E RAIL OF THE RAILROAD
 JU2669'TANK BEHIND A SIGNBOARD.  REFERENCE MARK NO. 3 IS ON THE E
 JU2669'SIDE OF BAY AVENUE ABOUT 0.2 MILE SE OF THE STATION.  IT IS ON
 JU2669'THE SE CORNER OF THE INTERSECTION OF A GRAVEL ROAD TO THE
 JU2669'BEACH FROM BAY AVENUE, AND BAY AVENUE ACROSS THE GRAVEL ROAD
 JU2669'FROM A REAL ESTATE ADVERTISING COTTAGE AT BEACH HAVEN PARK.
 JU2669'IT IS 4 FEET N OF A FIRE HYDRANT AND 6.7 FEET NE OF WATER PLUG
 JU2669'AND 21.5 FEET E OF THE E EDGE OF TARVIA ON BAY AVENUE AND 4
 JU2669'PACES S OF THE S EDGE OF GRAVEL ROAD.
 JU2669'
 JU2669'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 JU2669
 JU2669                          STATION RECOVERY (1935)
 JU2669
 JU2669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2669'PEAHALA WAS CALLED PEAHALL ON C.D. MEANEYS DESCRIPTION AND ON
 JU2669'THE LIST OF GEOGRAPHIC POSITIONS.  THE STATION DISK WAS STAMPED
 JU2669'PEAHALA THE NAME OF THE TOWN.  NO OTHER CHANGES WERE NOTED AND
 JU2669'THE ORIGINAL DESCRIPTION IS CONSIDERED ADEQUATE.
 JU2669
 JU2669                          STATION RECOVERY (1947)
 JU2669
 JU2669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DLS)
 JU2669'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS ALSO ABOUT
 JU2669'HALFWAY BETWEEN THE PROJECTIONS OF MARINNER LANE AND BAYBERRY
 JU2669'DRIVE.  REFERENCE MARK 1 IS ABOUT OPPOSITE THE CENTER OF
 JU2669'BAYBERRY DRIVE.  REFERENCE MARK 2 IS 5 FEET SE OF POLE 335 AND
 JU2669'ABOUT OPPOSITE THE N CURB LINE OF MARRINER LANE.  REFERENCE MARK
 JU2669'3 IS 23 FEET S OF THE CENTER LINE OF MURIEL AVENUE.
 JU2669
 JU2669                          STATION RECOVERY (1950)
 JU2669
 JU2669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2669'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD
 JU2669'CONDITION.  R.M. 3 HAS BEEN DESTROYED BY ROAD CONSTRUCTION AND
 JU2669'ITS DISK REMOVED.  STATION IS LOCATED 188.0 FEET W OF THE CENTER
 JU2669'LINE OF LONG BEACH BOULEVARD, ABOUT MIDWAY BETWEEN THE EXTENSIONS
 JU2669'OF MAY BERRY AVENUE AND MARINER LANE IN DENSE UNDERBRUSH.  THE
 JU2669'STATION DISK IS STAMPED PEAHALLA 1932.  R.M.S 1 AND 2 WERE
 JU2669'RECOVERED AS ORIGINALLY DESCRIBED.
 JU2669
 JU2669                          STATION RECOVERY (1962)
 JU2669
 JU2669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2669'STATION IS DESTROYED.  RM 1 AND 2 COULD NOT BE FOUND, AND RM 3
 JU2669'HAD BEEN DUG UP AND THE DISK REMOVED, THE CONCRETE MONUMENT IS
 JU2669'LYING ON THE EAST SIDE OF BAY AVENUE.  THE STATION MARK
 JU2669'MONUMENT WAS FOUND UNDER A PILE OF FLOTSAM ON THE WEST SIDE OF
 JU2669'THE AVENUE BETWEEN BAYBERRY AND MARRINER, ALSO DUG OUT, PROBABLY
 JU2669'DURING THE WIDENING AND RELOCATION OF BAY AVENUE.  AS THE
 JU2669'STATION DISK WAS STILL IMBEDDED IN THE CONCRETE, IT WAS BROKEN
 JU2669'OUT AND SENT TO THE NEW YORK OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2867 ***********************************************************************
 JU2867  DESIGNATION -  PECK
 JU2867  PID         -  JU2867
 JU2867  STATE/COUNTY-  NJ/CAPE MAY
 JU2867  USGS QUAD   -  MARMORA (1994)
 JU2867
 JU2867                         *CURRENT SURVEY CONTROL
 JU2867  ___________________________________________________________________
 JU2867* NAD 83(1996)-  39 15 39.14979(N)    074 38 27.18031(W)     ADJUSTED  
 JU2867* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2867  ___________________________________________________________________
 JU2867  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 JU2867  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 JU2867
 JU2867  HORZ ORDER  -  THIRD
 JU2867
 JU2867.The horizontal coordinates were established by classical geodetic methods
 JU2867.and adjusted by the National Geodetic Survey in September 1999..
 JU2867
 JU2867.The orthometric height was scaled from a topographic map.
 JU2867
 JU2867.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2867
 JU2867.The geoid height was determined by GEOID03.
 JU2867
 JU2867;                    North         East     Units Scale Factor Converg.
 JU2867;SPC NJ       -    47,468.835   137,841.931   MT  0.99990182   -0 05 21.0
 JU2867;SPC NJ       -   155,737.34    452,236.40   sFT  0.99990182   -0 05 21.0
 JU2867;UTM  18      - 4,345,788.252   530,982.062   MT  0.99961182   +0 13 38.2
 JU2867
 JU2867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2867!SPC NJ       -   1.00000518  x   0.99990182  =   0.99990699
 JU2867!UTM  18      -   1.00000518  x   0.99961182  =   0.99961699
 JU2867
 JU2867:                Primary Azimuth Mark                     Grid Az
 JU2867:SPC NJ       -  OCEAN CITY STANDPIPE                     070 50 42.6
 JU2867:UTM  18      -  OCEAN CITY STANDPIPE                     070 31 43.4
 JU2867
 JU2867|---------------------------------------------------------------------|
 JU2867| PID    Reference Object                     Distance      Geod. Az  |
 JU2867|                                                           dddmmss.s |
 JU2867| JU2851 OCEAN CITY STANDPIPE                APPROX. 5.5 KM 0704521.6 |
 JU2867| JU2854 OCEAN CITY FLANDERS HOTEL CUP       APPROX. 5.8 KM 0744736.0 |
 JU2867| JU2871 TILE                                APPROX. 1.5 KM 1283309.2 |
 JU2867| CB2829 PECK RM 1                            26.957 METERS 13356     |
 JU2867| JU2919 HIGH                                APPROX. 3.2 KM 1882125.5 |
 JU2867| CS4383 PECK RM 3                            24.981 METERS 21916     |
 JU2867| CB2830 PECK RM 2                            21.475 METERS 30747     |
 JU2867| JU4086 2706                                APPROX. 0.7 KM 3094202.7 |
 JU2867|---------------------------------------------------------------------|
 JU2867
 JU2867                          SUPERSEDED SURVEY CONTROL
 JU2867
 JU2867  NAD 83(1986)-  39 15 39.13107(N)    074 38 27.18162(W) AD(       ) 3
 JU2867  NAD 27      -  39 15 38.71700(N)    074 38 28.61000(W) AD(       ) 3
 JU2867
 JU2867.Superseded values are not recommended for survey control.
 JU2867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2867.See file dsdata.txt to determine how the superseded data were derived.
 JU2867
 JU2867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3098245788(NAD 83)
 JU2867_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JU2867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2867_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU2867_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2867+STABILITY: SURFACE MOTION
 JU2867
 JU2867  HISTORY     - Date     Condition        Report By
 JU2867  HISTORY     - 1936     MONUMENTED       CGS
 JU2867  HISTORY     - 1950     GOOD             CGS
 JU2867  HISTORY     - 1983     MARK NOT FOUND   USGS
 JU2867  HISTORY     - 1983     GOOD             NGS
 JU2867  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU2867
 JU2867                          STATION DESCRIPTION
 JU2867
 JU2867'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2867'STATION PECK IS LOCATED 0.4 MILE E OF INTERSECTION OF HIGHWAY
 JU2867'NO. 4 AND ROAD TO OCEAN CITY AND PECK BEACH, 8.84 METERS
 JU2867'(29.0 FEET) NE OF THE CENTER LINE OF THE HIGHWAY.
 JU2867'
 JU2867'STATION IS MARKED BY A STANDARD DISK SET IN THE TOP OF A
 JU2867'CONCRETE MONUMENT STAMPED PECK - 1936 WHICH PROJECTS 4 INCHES
 JU2867'ABOVE GROUND.
 JU2867'
 JU2867'REFERENCE MARK NO.1, IN NE SHOULDER OF ROAD SE OF STATION,
 JU2867'IS MARKED BY A STANDARD DISK SET IN THE TOP OF A CONCRETE
 JU2867'MONUMENT STAMPED NO.1 - PECK - 1936 WHICH PROJECTS 4 INCHES
 JU2867'ABOVE GROUND.
 JU2867'
 JU2867'REFERENCE MARK NO. 2, IN THE NE SHOULDER OF THE ROAD NW OF
 JU2867'STATION, IS MARKED BY A STANDARD DISK SET IN THE TOP OF A
 JU2867'CONCRETE MONUMENT STAMPED NO. 2 - PECK - 1936 WHICH PROJECTS
 JU2867'4 INCHES ABOVE GROUND.
 JU2867'
 JU2867'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 JU2867
 JU2867                          STATION RECOVERY (1950)
 JU2867
 JU2867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2867'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU2867'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL
 JU2867'TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS
 JU2867'ADEQUATE AND CORRECT WITH THE FOLLOWING EXCEPTIONS--
 JU2867'
 JU2867'STATION MARK IS 50.5 FEET E OF TELEPHONE POLE NO. 2511.  REFERENCE
 JU2867'MARK 1 IS 22.5 FEET NE OF THE CENTER LINE OF THE
 JU2867'HIGHWAY.  REFERENCE MARK 2 IS 26.4 FEET NE OF THE CENTER LINE OF
 JU2867'THE HIGHWAY AND 20.5 FEET NW OF TELEPHONE POLE NO. 2511.
 JU2867'
 JU2867'STATION AND REFERENCE MARKS ARE 1.0 FOOT BELOW THE SURFACE
 JU2867'OF THE GROUND.  A 4- BY 4-INCH WITNESS POST WAS SET 3.0 FEET
 JU2867'E OF THE STATION.
 JU2867
 JU2867                          STATION RECOVERY (1983)
 JU2867
 JU2867'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JU2867'A FILLED PARKING AREA AND A BUILDING IS ON THE SITE OF THE
 JU2867'MARK AND THE MARK SHOULD BE CONSIDERED LOST.
 JU2867
 JU2867                          STATION RECOVERY (1983)
 JU2867
 JU2867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 JU2867'THE STATION WAS RECOVERED AT THIS DATE.
 JU2867'THE STATION MARKER AND REFERENCE MARK NO 1 WERE RECOVERED.  AN ANGLE
 JU2867'DIFFERENCE OF 3 MINUTES IN DIRECTION AND 0.008 METERS IN DISTANCE
 JU2867'TO THE REFERENCE MARK.  A NEW AZIMUTH WAS ESTABLISHED BY
 JU2867'OBSERVATION OF LANDMARKS IN OCEAN CITY.  A NEW REFERENCE MARK NO 3
 JU2867'WAS SET.
 JU2867'
 JU2867'THE STATION IS LOCATED ABOUT 21.0 KM (13.0 MI)
 JU2867'SOUTHWEST OF ATLANTIC CITY,
 JU2867'8 KM (5 MI) WEST-SOUTHWEST OF OCEAN CITY AND
 JU2867'0.75 KM (0.5 MI) SOUTH OF MARMORA.
 JU2867'OWNERSHIP--HIGHWAY RIGHT OF WAY
 JU2867'
 JU2867'TO REACH THE STATION FROM THE POST OFFICE IN MARMORA, GO NORTHWEST
 JU2867'ON U.S. HIGHWAY 9 FOR 0.3 KM (0.2 MI) TO A SIDE ROAD RIGHT.  TURN
 JU2867'RIGHT A GO SOUTHEAST ON COUNTY ROAD 623 FOR 0.5 KM (0.3 MI) TO THE
 JU2867'GARDEN STATE PARKWAY.  CONTINUE SOUTHEAST FOR 0.25 KM (0.15 MI) TO
 JU2867'THE STATION ON THE LEFT.
 JU2867'
 JU2867'THE STATION IS A STANDARD CGS DISK
 JU2867'STAMPED---PECK 1936---,
 JU2867'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU2867'20 CM ON SIDE RECESSED 50 CM BELOW GROUND.  LOCATED
 JU2867'32.4 METERS (106.2 FT) NORTHWEST FROM A POWER POLE 2513
 JU2867'26.2 METERS (85.9 FT) NORTHWEST FROM THE NORTHWEST CORNER OF AN
 JU2867'ABANDONED HOUSE,
 JU2867'25.1 METERS (82.4 FT) NORTHEAST FROM A WITNESS POST,
 JU2867'15.2 METERS (50.0 FT) SOUTHEAST FROM A POWER POLE 2511
 JU2867'8.7 METERS (28.5 FT) NORTHEAST FROM THE CENTER OF THE ROAD.
 JU2867'
 JU2867'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK
 JU2867'STAMPED---PECK NO 1 1936---,
 JU2867'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU2867'20 CM ON A SIDE RECESSED 8 CM BELOW GROUND.  LOCATED
 JU2867'17.0 METERS (55.8 FT) WEST FROM THE SOUTHWEST CORNER OF THE HOUSE,
 JU2867'14.6 METERS (47.8 FT) SOUTH FROM THE NORTHWEST CORNER OF THE HOUSE,
 JU2867'6.9 METERS (22.6 FT) NORTHEAST FROM THE CENTER OF THE ROAD AND
 JU2867'5.5 METERS (18.2 FT) NORTHWEST FROM A POWER POLE 2513
 JU2867'MARK IS 0.3 METERS ABOVE THE STATION.
 JU2867'
 JU2867'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK
 JU2867'STAMPED---PECK 1936 NO 3 1983---,
 JU2867'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU2867'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JU2867'25.9 METERS (85.1 FT) SOUTHEAST FROM A POWER POLE 6299,
 JU2867'16.4 METERS (53.7 FT) SOUTHWEST FROM THE CENTER OF THE ROAD,
 JU2867'2.4 METERS (8.0 FT) NORTHEAST FROM THE EDGE OF THE SWAMP AND
 JU2867'1.0 METERS (3.4 FT) SOUTHEAST FROM A WITNESS POST.
 JU2867'MARK IS 0.3 METERS BELOW THE STATION.
 JU2867'
 JU2867'AZIMUTH MARK NO. 1 IS A STANDARD NJGS DISK
 JU2867'STAMPED---2706---,
 JU2867'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU2867'18 CM ON SIDE RECESSED 8 CM BELOW GROUND.  LOCATED
 JU2867'15.5 METERS (50.8 FT) NORTHWEST FROM A POWER POLE 03249,
 JU2867'13.0 METERS (42.3 FT) NORTHEAST FROM THE EXTENDED CENTER OF COUNTY
 JU2867'ROAD 623,
 JU2867'10.3 METERS (33.7 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE
 JU2867'TRINITY METHODIST CHURCH AND
 JU2867'6.2 METERS (20.4 FT) NORTHWEST FROM THE CENTER OF U.S. HIGHWAY 9.
 JU2867'
 JU2867'TO REACH THE AZIMUTH FROM THE STATION,
 JU2867'GO NORTHWEST FOR 0.7 KM (0.45 MI) ON COUNTY ROAD 623 TO THE
 JU2867'TEE JUNCTION WITH U.S. HIGHWAY 9 AND THE STATION AHEAD ACROSS THE
 JU2867'ROAD.
 JU2867'
 JU2867'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 JU2867'
 JU2867'DESCRIBED BY R G POUST
 JU2867
 JU2867                          STATION RECOVERY (2001)
 JU2867
 JU2867'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU2867'THE AREA AND ROADWAY HAVE BEEN MODIFIED, THE TIES ARE NO LONGER VALID.
 JU2867' 
 JU2867'THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3308 ***********************************************************************
 JU3308  TIDAL BM    -  This is a Tidal Bench Mark.
 JU3308  DESIGNATION -  PEDRICKTOWN
 JU3308  PID         -  JU3308
 JU3308  STATE/COUNTY-  NJ/SALEM
 JU3308  USGS QUAD   -  MARCUS HOOK (1993)
 JU3308
 JU3308                         *CURRENT SURVEY CONTROL
 JU3308  ___________________________________________________________________
 JU3308* NAD 83(1996)-  39 45 39.42756(N)    075 24 07.74028(W)     ADJUSTED  
 JU3308* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3308  ___________________________________________________________________
 JU3308  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 JU3308  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JU3308
 JU3308  HORZ ORDER  -  SECOND
 JU3308
 JU3308.The horizontal coordinates were established by classical geodetic methods
 JU3308.and adjusted by the National Geodetic Survey in September 1999..
 JU3308
 JU3308.The orthometric height was scaled from a topographic map.
 JU3308
 JU3308.This Tidal Bench Mark is designated as VM 2826
 JU3308.by the Center for Operational Oceanographic Products and Services.
 JU3308
 JU3308.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3308
 JU3308.The geoid height was determined by GEOID03.
 JU3308
 JU3308;                    North         East     Units Scale Factor Converg.
 JU3308;SPC NJ       -   103,364.256    72,701.104   MT  0.99997354   -0 34 37.3
 JU3308;SPC NJ       -   339,120.90    238,520.21   sFT  0.99997354   -0 34 37.3
 JU3308;SPC DE       -   195,488.088   201,243.933   MT  0.99999502   +0 00 33.4
 JU3308;SPC DE       -   641,363.84    660,247.80   sFT  0.99999502   +0 00 33.4
 JU3308;SPC PA S     -    50,155.159   801,171.959   MT  1.00003143   +1 31 23.8
 JU3308;SPC PA S     -   164,550.72  2,628,511.67   sFT  1.00003143   +1 31 23.8
 JU3308;UTM  18      - 4,401,303.108   465,553.136   MT  0.99961461   -0 15 26.0
 JU3308
 JU3308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3308!SPC NJ       -   1.00000492  x   0.99997354  =   0.99997846
 JU3308!SPC DE       -   1.00000492  x   0.99999502  =   0.99999994
 JU3308!SPC PA S     -   1.00000492  x   1.00003143  =   1.00003635
 JU3308!UTM  18      -   1.00000492  x   0.99961461  =   0.99961953
 JU3308
 JU3308:                Primary Azimuth Mark                     Grid Az
 JU3308:SPC NJ       -  BORELLI                                  003 10 05.0
 JU3308:SPC DE       -  BORELLI                                  002 34 54.3
 JU3308:SPC PA S     -  BORELLI                                  001 04 03.9
 JU3308:UTM  18      -  BORELLI                                  002 50 53.7
 JU3308
 JU3308|---------------------------------------------------------------------|
 JU3308| PID    Reference Object                     Distance      Geod. Az  |
 JU3308|                                                           dddmmss.s |
 JU3308| JU3303 BORELLI                             APPROX. 3.6 KM 0023527.7 |
 JU3308| CB2831 PEDRICKTOWN RM 1                     22.007 METERS 06040     |
 JU3308| JU3084 AIRWAY BEACON 67                    APPROX.15.2 KM 0704304.2 |
 JU3308| CB2832 PEDRICKTOWN RM 2                     29.688 METERS 12741     |
 JU3308| JU3266 AIRWAY BEACON 66 B                  APPROX. 1.5 KM 1972229.1 |
 JU3308|---------------------------------------------------------------------|
 JU3308
 JU3308                          SUPERSEDED SURVEY CONTROL
 JU3308
 JU3308  NAD 83(1991)-  39 45 39.42728(N)    075 24 07.74001(W) AD(       ) 2
 JU3308  NAD 83(1986)-  39 45 39.42304(N)    075 24 07.74324(W) AD(       ) 2
 JU3308  NAD 27      -  39 45 39.01700(N)    075 24 09.05200(W) AD(       ) 2
 JU3308
 JU3308.Superseded values are not recommended for survey control.
 JU3308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3308.See file dsdata.txt to determine how the superseded data were derived.
 JU3308
 JU3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6555301303(NAD 83)
 JU3308_MARKER: DS = TRIANGULATION STATION DISK
 JU3308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3308_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3308
 JU3308  HISTORY     - Date     Condition        Report By
 JU3308  HISTORY     - 1933     MONUMENTED       CGS
 JU3308  HISTORY     - 1946     GOOD             CGS
 JU3308
 JU3308                          STATION DESCRIPTION
 JU3308
 JU3308'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3308'THIS STATION IS ON LAND OWNED BY SMITHS MILL COMPANY, IN THE E
 JU3308'PART OF PEDRICKTOWN, NEW JERSEY.  ON THE S SIDE OF OLDMANS
 JU3308'CREEK.  41 FEET N OF PAVED ROAD.  52.7 FEET S OF CREEK.  39.8 FEET
 JU3308'WSW FROM W GUARD WALL ON S SIDE OF CREEK.
 JU3308'
 JU3308'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JU3308'DISKS SET IN CONCRETE.
 JU3308'
 JU3308'REFERENCE MARK NO.1 IS IN THE E GUARD WALL ON THE S SIDE OF
 JU3308'OLDMANS CREEK, SET IN A DRILLED HOLE WITH CONCRETE AND N OF E
 JU3308'FROM THE STATION.  THE MARK IS 12 FEET E OF CENTER OF ROAD.  67.9
 JU3308'FEET SSE OF S CENTER OF ABUTMENT.
 JU3308'
 JU3308'REFERENCE MARK NO.2 IS SE OF STATION.  34.5 FEET S OF ELECTRIC
 JU3308'POLE.  78 FEET SW OF SW CORNER OF BRIDGE TENDERS HOUSE.  162.9
 JU3308'FEET S OF CENTER OF S ABUTMENT.  THE MARK PROJECTS 2 INCHES.
 JU3308
 JU3308                          STATION RECOVERY (1946)
 JU3308
 JU3308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3308'ORIGINAL DESCRIPTION ADEQUATE AND MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8725 ***********************************************************************
 AB8725  DESIGNATION -  PEMBERTON 1
 AB8725  PID         -  AB8725
 AB8725  STATE/COUNTY-  NJ/BURLINGTON
 AB8725  USGS QUAD   -  PEMBERTON (1981)
 AB8725
 AB8725                         *CURRENT SURVEY CONTROL
 AB8725  ___________________________________________________________________
 AB8725* NAD 83(1996)-  39 58 43.99957(N)    074 41 48.08382(W)     ADJUSTED  
 AB8725* NAVD 88     -        19.4    (meters)      64.     (feet)  GPS OBS   
 AB8725  ___________________________________________________________________
 AB8725  X           -   1,291,721.224 (meters)                     COMP
 AB8725  Y           -  -4,720,666.036 (meters)                     COMP
 AB8725  Z           -   4,076,181.130 (meters)                     COMP
 AB8725  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AB8725  ELLIP HEIGHT-         -13.23  (meters)          (10/23/02) GPS OBS
 AB8725  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 AB8725
 AB8725  HORZ ORDER  -  FIRST
 AB8725  ELLP ORDER  -  FOURTH    CLASS I
 AB8725
 AB8725.The horizontal coordinates were established by GPS observations
 AB8725.and adjusted by the National Geodetic Survey in May 1999..
 AB8725
 AB8725.The orthometric height was determined by GPS observations and a
 AB8725.high-resolution geoid model.
 AB8725
 AB8725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8725
 AB8725.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8725
 AB8725.The ellipsoidal height was determined by GPS observations
 AB8725.and is referenced to NAD 83.
 AB8725
 AB8725.The geoid height was determined by GEOID03.
 AB8725
 AB8725;                    North         East     Units Scale Factor Converg.
 AB8725;SPC NJ       -   127,189.096   133,200.390   MT  0.99990347   -0 07 34.9
 AB8725;SPC NJ       -   417,286.23    437,008.28   sFT  0.99990347   -0 07 34.9
 AB8725;UTM  18      - 4,425,458.127   525,898.447   MT  0.99960826   +0 11 41.6
 AB8725
 AB8725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8725!SPC NJ       -   1.00000208  x   0.99990347  =   0.99990555
 AB8725!UTM  18      -   1.00000208  x   0.99960826  =   0.99961033
 AB8725
 AB8725:                Primary Azimuth Mark                     Grid Az
 AB8725:SPC NJ       -  PEMBERTON 2                              024 59 34.0
 AB8725:UTM  18      -  PEMBERTON 2                              024 40 17.5
 AB8725
 AB8725|---------------------------------------------------------------------|
 AB8725| PID    Reference Object                     Distance      Geod. Az  |
 AB8725|                                                           dddmmss.s |
 AB8725| AB8726 PEMBERTON 2                         APPROX. 0.6 KM 0245159.1 |
 AB8725|---------------------------------------------------------------------|
 AB8725
 AB8725                          SUPERSEDED SURVEY CONTROL
 AB8725
 AB8725  ELLIP H (05/14/99)  -13.25   (m)                       GP(       ) 4 1
 AB8725  NAD 83(1992)-  39 58 43.99915(N)    074 41 48.08375(W) AD(       ) 1
 AB8725  ELLIP H (12/16/96)  -13.27   (m)                       GP(       ) 2 1
 AB8725
 AB8725.Superseded values are not recommended for survey control.
 AB8725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8725.See file dsdata.txt to determine how the superseded data were derived.
 AB8725
 AB8725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2589825458(NAD 83)
 AB8725_MARKER: DD = SURVEY DISK
 AB8725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8725_STAMPING: PEMBERTON 1 1995
 AB8725_MARK LOGO: NJGS  
 AB8725_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8725+STABILITY: SURFACE MOTION
 AB8725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8725+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB8725
 AB8725  HISTORY     - Date     Condition        Report By
 AB8725  HISTORY     - 1995     MONUMENTED       NJGS
 AB8725
 AB8725                          STATION DESCRIPTION
 AB8725
 AB8725'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB8725'THE STATION IS LOCATED IN PEMBERTON TOWNSHIP, ON THE GROUNDS OF THE
 AB8725'PEMBERTON AIRPORT.  THE AIRPORT IS ABOUT 1 MI (1.6 KM) NORTHWEST OF
 AB8725'THE BOROUGH OF PEMBERTON.  TO REACH THE STATION FROM THE JUNCTION OF
 AB8725'U.S.  HIGHWAY 206 AND COUNTY ROUTE 630, GO 2.4 MI (3.9 KM) EAST
 AB8725'SOUTHEAST ON COUNTY ROUTE 630 TO THE ENTRANCE TO THE PEMBERTON AIRPORT
 AB8725'ON THE RIGHT, TURN RIGHT AND FOLLOW THE DIRT ENTRANCE ROAD SOUTH FOR
 AB8725'0.1 MI (0.2 KM) TO THE END OF THE GRASS RUNWAY AND THE BEGINNING OF A
 AB8725'DIRT ROAD PARALLELING THE GRASS RUNWAY ON THE LEFT, CONTINUE SOUTH
 AB8725'SOUTHWEST ON THE DIRT ROAD FOR 0.35 MI (0.56 KM) TO THE STATION ON THE
 AB8725'RIGHT.  THE STATION IS ABOUT 250 FT (76.2 M) NORTHEAST OF THE SOUTH
 AB8725'END OF THE GRASS RUNWAY, 11.0 FT (3.4 M) WEST OF THE CENTERLINE OF THE
 AB8725'DIRT ROAD, 1.5 FT (0.5 M) WEST OF A METAL WITNESS POST, 1.7 FT (0.5 M)
 AB8725'EAST OF METAL SIGN POST.  THE STATION IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8726 ***********************************************************************
 AB8726  DESIGNATION -  PEMBERTON 2
 AB8726  PID         -  AB8726
 AB8726  STATE/COUNTY-  NJ/BURLINGTON
 AB8726  USGS QUAD   -  PEMBERTON (1981)
 AB8726
 AB8726                         *CURRENT SURVEY CONTROL
 AB8726  ___________________________________________________________________
 AB8726* NAD 83(1996)-  39 59 02.06312(N)    074 41 37.20056(W)     ADJUSTED  
 AB8726* NAVD 88     -        16.3    (meters)      53.     (feet)  GPS OBS   
 AB8726  ___________________________________________________________________
 AB8726  X           -   1,291,875.192 (meters)                     COMP
 AB8726  Y           -  -4,720,250.362 (meters)                     COMP
 AB8726  Z           -   4,076,606.092 (meters)                     COMP
 AB8726  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AB8726  ELLIP HEIGHT-         -16.25  (meters)          (10/23/02) GPS OBS
 AB8726  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 AB8726
 AB8726  HORZ ORDER  -  FIRST
 AB8726  ELLP ORDER  -  FOURTH    CLASS I
 AB8726
 AB8726.The horizontal coordinates were established by GPS observations
 AB8726.and adjusted by the National Geodetic Survey in May 1999..
 AB8726
 AB8726.The orthometric height was determined by GPS observations and a
 AB8726.high-resolution geoid model.
 AB8726
 AB8726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8726
 AB8726.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8726
 AB8726.The ellipsoidal height was determined by GPS observations
 AB8726.and is referenced to NAD 83.
 AB8726
 AB8726.The geoid height was determined by GEOID03.
 AB8726
 AB8726;                    North         East     Units Scale Factor Converg.
 AB8726;SPC NJ       -   127,745.607   133,459.810   MT  0.99990337   -0 07 28.0
 AB8726;SPC NJ       -   419,112.05    437,859.39   sFT  0.99990337   -0 07 28.0
 AB8726;UTM  18      - 4,426,015.919   526,154.668   MT  0.99960842   +0 11 48.6
 AB8726
 AB8726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8726!SPC NJ       -   1.00000255  x   0.99990337  =   0.99990592
 AB8726!UTM  18      -   1.00000255  x   0.99960842  =   0.99961097
 AB8726
 AB8726:                Primary Azimuth Mark                     Grid Az
 AB8726:SPC NJ       -  PEMBERTON 1                              204 59 34.1
 AB8726:UTM  18      -  PEMBERTON 1                              204 40 17.5
 AB8726
 AB8726|---------------------------------------------------------------------|
 AB8726| PID    Reference Object                     Distance      Geod. Az  |
 AB8726|                                                           dddmmss.s |
 AB8726| AB8725 PEMBERTON 1                         APPROX. 0.6 KM 2045206.1 |
 AB8726|---------------------------------------------------------------------|
 AB8726
 AB8726                          SUPERSEDED SURVEY CONTROL
 AB8726
 AB8726  ELLIP H (05/14/99)  -16.27   (m)                       GP(       ) 4 1
 AB8726  NAD 83(1992)-  39 59 02.06269(N)    074 41 37.20047(W) AD(       ) 1
 AB8726  ELLIP H (12/16/96)  -16.29   (m)                       GP(       ) 2 1
 AB8726
 AB8726.Superseded values are not recommended for survey control.
 AB8726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8726.See file dsdata.txt to determine how the superseded data were derived.
 AB8726
 AB8726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2615526016(NAD 83)
 AB8726_MARKER: DD = SURVEY DISK
 AB8726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8726_STAMPING: PEMBERTON 2 1995
 AB8726_MARK LOGO: NJGS  
 AB8726_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8726+STABILITY: SURFACE MOTION
 AB8726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8726+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB8726
 AB8726  HISTORY     - Date     Condition        Report By
 AB8726  HISTORY     - 1995     MONUMENTED       NJGS
 AB8726
 AB8726                          STATION DESCRIPTION
 AB8726
 AB8726'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB8726'THE STATION IS LOCATED IN PEMBERTON TOWNSHIP, ON THE GROUNDS OF THE
 AB8726'PEMBERTON AIRPORT.  THE AIRPORT IS ABOUT 1 MI (1.6 KM) NORTHWEST OF
 AB8726'THE BOROUGH OF PEMBERTON.  TO REACH THE STATION FROM THE JUNCTION OF
 AB8726'U.S.  HIGHWAY 206 AND COUNTY ROUTE 630, GO 2.4 MI (3.9 KM) EAST
 AB8726'SOUTHEAST ON COUNTY ROUTE 630 TO THE ENTRANCE TO THE PEMBERTON AIRPORT
 AB8726'ON THE RIGHT, TURN RIGHT AND FOLLOW THE DIRT ENTRANCE ROAD SOUTH FOR
 AB8726'0.1 MI (0.2 KM) TO THE END OF THE GRASS RUNWAY AND THE BEGINNING OF A
 AB8726'DIRT ROAD PARALLELING THE GRASS RUNWAY ON THE LEFT, CONTINUE SOUTH
 AB8726'SOUTHWEST ON THE DIRT ROAD FOR 0.05 MI (0.08 KM) TO THE STATION ON THE
 AB8726'LEFT.  THE STATION IS 15.3 FT (4.7 M) SOUTH SOUTHWEST OF A WINDSOCK
 AB8726'BETWEEN THE DIRT ROAD AND A FARM FIELD, 12.6 FT (3.8 M) SOUTHEAST OF
 AB8726'THE CENTERLINE OF THE DIRT ROAD, ABOUT 169 FT (51.5 M) SOUTHEAST OF
 AB8726'THE SOUTHEAST CORNER OF THE HANGER, 2.0 FT (0.6 M) NORTHWEST OF A
 AB8726'METAL WITNESS POST.  THE STATION IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0639 ***********************************************************************
 JU0639  DESIGNATION -  PEMBERTON TOWER
 JU0639  PID         -  JU0639
 JU0639  STATE/COUNTY-  NJ/BURLINGTON
 JU0639  USGS QUAD   -  PEMBERTON (1981)
 JU0639
 JU0639                         *CURRENT SURVEY CONTROL
 JU0639  ___________________________________________________________________
 JU0639* NAD 83(1986)-  39 58 26.     (N)    074 41 06.     (W)     SCALED    
 JU0639* NAVD 88     -        24.550  (meters)      80.54   (feet)  ADJUSTED  
 JU0639  ___________________________________________________________________
 JU0639  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JU0639  DYNAMIC HT  -          24.540 (meters)      80.51  (feet)  COMP
 JU0639  MODELED GRAV-     980,193.1   (mgal)                       NAVD 88
 JU0639
 JU0639  VERT ORDER  -  SECOND    CLASS 0
 JU0639
 JU0639.The horizontal coordinates were scaled from a topographic map and have
 JU0639.an estimated accuracy of +/- 6 seconds.
 JU0639
 JU0639.The orthometric height was determined by differential leveling
 JU0639.and adjusted by the National Geodetic Survey in September 1996..
 JU0639
 JU0639.The geoid height was determined by GEOID03.
 JU0639
 JU0639.The dynamic height is computed by dividing the NAVD 88
 JU0639.geopotential number by the normal gravity value computed on the
 JU0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0639.degrees latitude (g = 980.6199 gals.).
 JU0639
 JU0639.The modeled gravity was interpolated from observed gravity values.
 JU0639
 JU0639;                    North         East    Units  Estimated Accuracy
 JU0639;SPC NJ       -   126,630.      134,200.      MT  (+/- 180 meters Scaled)
 JU0639
 JU0639                          SUPERSEDED SURVEY CONTROL
 JU0639
 JU0639  NAVD 88 (06/15/91)   24.539  (m)           80.51   (f) UNKNOWN     2 0
 JU0639  NGVD 29 (??/??/??)   24.916  (m)           81.75   (f) ADJUSTED    2 0
 JU0639
 JU0639.Superseded values are not recommended for survey control.
 JU0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0639.See file dsdata.txt to determine how the superseded data were derived.
 JU0639
 JU0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK268249(NAD 83)
 JU0639_MARKER: DB = BENCH MARK DISK
 JU0639_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0639+WITH SETTING: PAVEMENT
 JU0639_SP_SET: WATER TANK FOOTING
 JU0639_STAMPING: PEMBERTON TOWER
 JU0639_MARK LOGO: CGS   
 JU0639_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0639+STABILITY: SURFACE MOTION
 JU0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0639+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1995
 JU0639
 JU0639  HISTORY     - Date     Condition        Report By
 JU0639  HISTORY     - 1935     MONUMENTED       CGS
 JU0639  HISTORY     - 1935     GOOD             CGS
 JU0639  HISTORY     - 1941     GOOD             CGS
 JU0639  HISTORY     - 19950224 GOOD             NJGS
 JU0639
 JU0639                          STATION DESCRIPTION
 JU0639
 JU0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0639'AT PEMBERTON.
 JU0639'AT PEMBERTON, BURLINGTON COUNTY, AT THE CITY WATER TOWER, AND
 JU0639'IN THE TOP OF THE SOUTHEAST CONCRETE BASE.  A STANDARD DISK,
 JU0639'STAMPED PEMBERTON TOWER.
 JU0639
 JU0639                          STATION RECOVERY (1941)
 JU0639
 JU0639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 JU0639'RECOVERED IN GOOD CONDITION.
 JU0639
 JU0639                          STATION RECOVERY (1995)
 JU0639
 JU0639'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0639'THE STATION IS LOCATED IN THE BOROUGH OF PEMBERTON ON THE GROUNDS OF
 JU0639'THE PEMBERTON WATER TANK, ALSO BEING USED BY THE COMCAST CELLULAR
 JU0639'COMMUNICATIONS COMPANY.  THE TANK IS SURROUNDED BY A LOCKED CHAIN LINK
 JU0639'FENCE.  TO GAIN ACCESS TO THE GATE OBTAIN A KEY FROM THE PEMBERTON
 JU0639'BOROUGH OFFICE.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 JU0639'HIGHWAY 206 AND SOUTH PEMBERTON ROAD, COUNTY ROAD 530, GO EAST ON
 JU0639'COUNTY ROAD 530 FOR 2.7 MI (4.3 KM) TO INTERSECTION WITH HANOVER
 JU0639'STREET, COUNTY ROAD 616 IN PEMBERTON.  TURN LEFT AND GO NORTH ON
 JU0639'COUNTY ROAD 616 FOR 0.3 MI (0.5 KM) TO THE TEE JUNCTION WITH ANTIS
 JU0639'STREET ON THE LEFT.  TURN LEFT AND GO NORTHWEST ON ANTIS STREET FOR
 JU0639'0.1 MI (0.2 KM) TO THE TEE JUNCTION WITH BUDD AVENUE ON THE RIGHT.
 JU0639'TURN RIGHT AND GO 0.1 MI (0.2 KM) TO THE PEMBERTON WATER TANK AND THE
 JU0639'STATION ON THE LEFT.  THE STATION IS SET FLUSH IN THE TOP OF THE SOUTH
 JU0639'FOOTING FOR THE SOUTH LEG OF THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2990 ***********************************************************************
 JU2990  DESIGNATION -  PEMBERTON WATER TANK
 JU2990  PID         -  JU2990
 JU2990  STATE/COUNTY-  NJ/BURLINGTON
 JU2990  USGS QUAD   -  PEMBERTON (1981)
 JU2990
 JU2990                         *CURRENT SURVEY CONTROL
 JU2990  ___________________________________________________________________
 JU2990* NAD 83(1996)-  39 58 26.48672(N)    074 41 07.75222(W)     ADJUSTED  
 JU2990* NAVD 88     -                                                        
 JU2990  ___________________________________________________________________
 JU2990  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 JU2990  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JU2990
 JU2990  HORZ ORDER  -  THIRD
 JU2990
 JU2990.The horizontal coordinates were established by classical geodetic methods
 JU2990.and adjusted by the National Geodetic Survey in September 1999..
 JU2990
 JU2990
 JU2990.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2990
 JU2990.The geoid height was determined by GEOID03.
 JU2990
 JU2990;                    North         East     Units Scale Factor Converg.
 JU2990;SPC NJ       -   126,646.953   134,156.152   MT  0.99990309   -0 07 09.0
 JU2990;SPC NJ       -   415,507.54    440,143.98   sFT  0.99990309   -0 07 09.0
 JU2990;UTM  18      - 4,424,921.509   526,856.952   MT  0.99960888   +0 12 07.4
 JU2990
 JU2990                          SUPERSEDED SURVEY CONTROL
 JU2990
 JU2990  NAD 83(1986)-  39 58 26.48146(N)    074 41 07.75138(W) AD(       ) 4
 JU2990  NAD 27      -  39 58 26.07700(N)    074 41 09.18500(W) AD(       ) 3
 JU2990
 JU2990.Superseded values are not recommended for survey control.
 JU2990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2990.See file dsdata.txt to determine how the superseded data were derived.
 JU2990
 JU2990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2685724922(NAD 83)
 JU2990_MARKER: 51 = TANK
 JU2990_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2990+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1995
 JU2990
 JU2990  HISTORY     - Date     Condition        Report By
 JU2990  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU2990  HISTORY     - 1947     GOOD             AMS
 JU2990  HISTORY     - 19950613 GOOD             NJGS
 JU2990
 JU2990                          STATION DESCRIPTION
 JU2990
 JU2990'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1947
 JU2990'STATION WAS RECOVERED IN GOOD CONDITION.
 JU2990
 JU2990                          STATION RECOVERY (1995)
 JU2990
 JU2990'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 JU2990'THE TANK IS LOCATED IN THE BOROUGH OF PEMBERTON, ON THE WEST SIDE OF
 JU2990'BUDD AVENUE.  THE TANK IS A FOUR LEGGED STRUCTURE WITH THE WORD
 JU2990'PEMBERTON PAINTED ON IT.  THE TANK ALSO CONTAINS BENCHMARK PEMBERTON
 JU2990'(JU0639) ON ITS SOUTH LEG FOOTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2764 ***********************************************************************
 KU2764  DESIGNATION -  PENINSULA
 KU2764  PID         -  KU2764
 KU2764  STATE/COUNTY-  NJ/MONMOUTH
 KU2764  USGS QUAD   -  LONG BRANCH (1981)
 KU2764
 KU2764                         *CURRENT SURVEY CONTROL
 KU2764  ___________________________________________________________________
 KU2764* NAD 83(1996)-  40 21 09.34381(N)    073 59 47.57935(W)     ADJUSTED  
 KU2764* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU2764  ___________________________________________________________________
 KU2764  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 KU2764  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KU2764
 KU2764  HORZ ORDER  -  THIRD
 KU2764
 KU2764.The horizontal coordinates were established by classical geodetic methods
 KU2764.and adjusted by the National Geodetic Survey in September 1999..
 KU2764
 KU2764.The orthometric height was scaled from a topographic map.
 KU2764
 KU2764.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2764
 KU2764.The geoid height was determined by GEOID03.
 KU2764
 KU2764;                    North         East     Units Scale Factor Converg.
 KU2764;SPC NJ       -   168,783.657   192,765.425   MT  0.99992251   +0 19 33.5
 KU2764;SPC NJ       -   553,751.05    632,431.23   sFT  0.99992251   +0 19 33.5
 KU2764;UTM  18      - 4,467,376.241   585,212.736   MT  0.99968938   +0 38 59.1
 KU2764
 KU2764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2764!SPC NJ       -   1.00000501  x   0.99992251  =   0.99992752
 KU2764!UTM  18      -   1.00000501  x   0.99968938  =   0.99969439
 KU2764
 KU2764:                Primary Azimuth Mark                     Grid Az
 KU2764:SPC NJ       -  RACOON                                   177 11 38.4
 KU2764:UTM  18      -  RACOON                                   176 52 12.8
 KU2764
 KU2764|---------------------------------------------------------------------|
 KU2764| PID    Reference Object                     Distance      Geod. Az  |
 KU2764|                                                           dddmmss.s |
 KU2764| KU0852 RACOON                              APPROX. 2.0 KM 1773111.9 |
 KU2764| CB7265 PENINSULA RM 1                        9.804 METERS 28635     |
 KU2764| CB7266 PENINSULA RM 2                       30.265 METERS 28636     |
 KU2764|---------------------------------------------------------------------|
 KU2764
 KU2764                          SUPERSEDED SURVEY CONTROL
 KU2764
 KU2764  NAD 83(1986)-  40 21 09.34179(N)    073 59 47.57469(W) AD(       ) 3
 KU2764  NAD 27      -  40 21 08.94800(N)    073 59 49.08100(W) AD(       ) 3
 KU2764
 KU2764.Superseded values are not recommended for survey control.
 KU2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2764.See file dsdata.txt to determine how the superseded data were derived.
 KU2764
 KU2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8521367376(NAD 83)
 KU2764_MARKER: DS = TRIANGULATION STATION DISK
 KU2764_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KU2764_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU2764
 KU2764  HISTORY     - Date     Condition        Report By
 KU2764  HISTORY     - 1934     MONUMENTED       USE
 KU2764  HISTORY     - 1967     POOR             CGS
 KU2764
 KU2764                          STATION DESCRIPTION
 KU2764
 KU2764'DESCRIBED BY US ENGINEERS 1934 (ERM)
 KU2764'ESTABLISHED BY USE DEPARTMENT, NO DESCRIPTION AVAILABLE BY THAT
 KU2764'ORGANIZATION.  DESCRIPTION AS FOLLOWS--
 KU2764'
 KU2764'LOCATED ON THE NW BANK OF THE SHREWSBURY RIVER DUE W AND
 KU2764'ACROSS THE RIVER FROM THE LOW MOOR STATION OF THE CENTRAL
 KU2764'RAILROAD OF NEW JERSEY ON A PROMINENT AND CONSPICUOUSLY LONG THIN
 KU2764'POINT.  LOCATED ON THE END OF THE POINT 8.1 METERS FROM THE
 KU2764'EXTREME TIP, 5.0 METERS S OF THE N SIDE AND 4.5 METERS N OF THE
 KU2764'S BANK IN THICK GRASS ON THE PROPERTY OF A MR. D.H. HARDING.
 KU2764'
 KU2764'STATION MARK IS A STANDARD BRONZE DISK IN A TILE.
 KU2764'
 KU2764'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 KU2764'
 KU2764'REFERENCE MARK NO.1 AND REFERENCE MARK NO.2 ARE IN RANGE AND
 KU2764'ARE W OF THE STATION ALONG THE AXIS OF THE POINT IN THICK GRASS.
 KU2764'
 KU2764'STATION IS REACHED FROM RED BANK AS FOLLOWS--GO SE ON
 KU2764'BRANCH AVENUE TO RUMSON ROAD, FOLLOW NE 3.2 MILES TO PRIVATE
 KU2764'DRIVE LEADING TO MR. D.H. HARDINGS RESIDENCE, TURN S AND FOLLOW
 KU2764'DRIVE TO WITHIN 200 FEET OF THE STATION.
 KU2764
 KU2764                          STATION RECOVERY (1967)
 KU2764
 KU2764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GMW)
 KU2764'STATION WAS RECOVERED IN POOR CONDITION.  THE MONUMENT IS LOOSE
 KU2764'AND IN IMMEDIATE DANGER OF BEING WASHED OUT.  IT IS NOW 5 FEET
 KU2764'WEST OF THE TIP OF THE POINT, 1 FOOT EAST OF THE EAST EDGE OF A
 KU2764'DUCK BLIND, AND PROJECTS 1 FOOT.
 KU2764'
 KU2764'REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION PROJECTING
 KU2764'1/2 INCH, 8 FEET NORTH AND 14 FEET SOUTH OF THE RESPECTIVE
 KU2764'EDGES OF THE THIN POINT.  REFERENCE MARK NO.2 WAS FOUND
 KU2764'DESTROYED.  THE TOP OF THE SQUARE CONCRETE POST HAVING BEEN BROKEN
 KU2764'OFF.
 KU2764'
 KU2764'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KU2764'3-1/2 MILES EAST OF RED BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2612 ***********************************************************************
 JU2612  DESIGNATION -  PENN
 JU2612  PID         -  JU2612
 JU2612  STATE/COUNTY-  NJ/OCEAN
 JU2612  USGS QUAD   -  SEASIDE PARK (1989)
 JU2612
 JU2612                         *CURRENT SURVEY CONTROL
 JU2612  ___________________________________________________________________
 JU2612* NAD 83(1996)-  39 55 15.21808(N)    074 07 05.82336(W)     ADJUSTED  
 JU2612* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2612  ___________________________________________________________________
 JU2612  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 JU2612  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU2612
 JU2612  HORZ ORDER  -  SECOND
 JU2612
 JU2612.The horizontal coordinates were established by classical geodetic methods
 JU2612.and adjusted by the National Geodetic Survey in September 1999..
 JU2612
 JU2612.The orthometric height was scaled from a topographic map.
 JU2612
 JU2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2612
 JU2612.The geoid height was determined by GEOID03.
 JU2612
 JU2612;                    North         East     Units Scale Factor Converg.
 JU2612;SPC NJ       -   120,801.585   182,630.542   MT  0.99991310   +0 14 41.9
 JU2612;SPC NJ       -   396,329.87    599,180.37   sFT  0.99991310   +0 14 41.9
 JU2612;UTM  18      - 4,419,349.353   575,350.299   MT  0.99966990   +0 33 57.1
 JU2612
 JU2612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2612!SPC NJ       -   1.00000493  x   0.99991310  =   0.99991803
 JU2612!UTM  18      -   1.00000493  x   0.99966990  =   0.99967483
 JU2612
 JU2612|---------------------------------------------------------------------|
 JU2612| PID    Reference Object                     Distance      Geod. Az  |
 JU2612|                                                           dddmmss.s |
 JU2612| CB2834 PENN RM 1                           105.600 METERS 02202     |
 JU2612| JU2587 LAVALLETTE STANDPIPE                APPROX. 6.7 KM 0365750.5 |
 JU2612| JU2600 SEASIDE HEIGHTS STANDPIPE           APPROX. 4.3 KM 0540742.4 |
 JU2612| JU2601 SEASIDE HEIGHTS WATER TANK          APPROX. 4.3 KM 0542546.6 |
 JU2612| JU0213 SEASIDE PARK                        APPROX. 3.1 KM 1034350.6 |
 JU2612| JU2617 ISLAND BEACH CG LOOKOUT SPIRE       APPROX. 4.2 KM 1315746.6 |
 JU2612| JU2618 CEDAR TREE TEMPORARY                APPROX. 6.2 KM 1513252.4 |
 JU2612| JU2620 CEDAR CREEK CG STATION              APPROX. 8.1 KM 1604842.3 |
 JU2612| CB2835 PENN RM 2                           209.400 METERS 29211     |
 JU2612|---------------------------------------------------------------------|
 JU2612
 JU2612                          SUPERSEDED SURVEY CONTROL
 JU2612
 JU2612  NAD 83(1986)-  39 55 15.21092(N)    074 07 05.81739(W) AD(       ) 2
 JU2612  NAD 27      -  39 55 14.77900(N)    074 07 07.32600(W) AD(       ) 2
 JU2612
 JU2612.Superseded values are not recommended for survey control.
 JU2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2612.See file dsdata.txt to determine how the superseded data were derived.
 JU2612
 JU2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7535019349(NAD 83)
 JU2612_MARKER: DS = TRIANGULATION STATION DISK
 JU2612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2612_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU2612
 JU2612  HISTORY     - Date     Condition        Report By
 JU2612  HISTORY     - 1926     MONUMENTED       CGS
 JU2612  HISTORY     - 1932     GOOD             CGS
 JU2612  HISTORY     - 1951     POOR             CGS
 JU2612  HISTORY     - 1951     SEE DESCRIPTION  ATT
 JU2612  HISTORY     - 1962     POOR             CGS
 JU2612
 JU2612                          STATION DESCRIPTION
 JU2612
 JU2612'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (WHB)
 JU2612'STATION IS ABOUT 1 MILE SW FROM THE EXTREMITY OF GOODLUCK
 JU2612'POINT, 1/2 MILE W OF THE WESTERN END OF THE PENNSYLVANIA
 JU2612'RAILROAD TRESTLE ACROSS BARNEGAT BAY, AND 355 FEET S OF THE
 JU2612'PENNSYLVANIA RAILROAD TRACK, ON HIGH GROUND AT THE EDGE OF THE
 JU2612'MARSH MEADOW.  A FEW LOW PINE TREES ARE SCATTERED ABOUT TO THE
 JU2612'WESTWARD OF THE STATION, THE NEAREST BEING ABOUT 20 FEET
 JU2612'DISTANT.  THE CONCRETE CYLINDER HOLDING THE MARK PROJECTS ABOUT
 JU2612'10 INCHES ABOVE THE SURFACE OF THE GROUND.
 JU2612'
 JU2612'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2612'CONCRETE AS DESCRIBED IN NOTES 1B AND 11B.
 JU2612'
 JU2612'THE REFERENCE MARK IS SET ON THE S SIDE OF THE RAILROAD BED
 JU2612'ABOUT 12 FEET FROM THE CENTER OF THE RAILS.  THE CONCRETE
 JU2612'CYLINDER PROJECTS ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 JU2612
 JU2612                          STATION RECOVERY (1932)
 JU2612
 JU2612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2612'STATION WAS RECOVERED AS DESCRIBED.  AN ADDITIONAL REFERENCE
 JU2612'MARK WAS ESTABLISHED 20.94 METERS 303 DEGREES (MAGNETIC) FROM
 JU2612'THE STATION.
 JU2612'
 JU2612'THE STATION IS ABOUT 1 MILE SW OF THE EXTREMITY OF GOODLUCK
 JU2612'POINT, 1/2 MILE W OF THE WESTERN END OF THE RAILROAD TRESTLE
 JU2612'WHICH CROSSES BARNEGAT BAY AND 355 FEET S OF THE PENNSYLVANIA
 JU2612'RAILROAD TRACK ON THE EDGE OF THE MARSH.  THERE ARE A FEW LOW
 JU2612'PINE TREES SCATTERED TO THE W OF THE STATION.  THE CONCRETE
 JU2612'CYLINDER IN WHICH THE MARK IS SET PROJECTS 10 INCHES ABOVE THE
 JU2612'GROUND.
 JU2612'
 JU2612'REFERENCE MARK NO.1, 1926, IS A STANDARD DISK IN A CONCRETE
 JU2612'CYLINDER WHICH PROJECTS 8 INCHES ABOVE THE GROUND ON THE S SIDE
 JU2612'OF THE RAILROAD BED 12 FEET FROM THE CENTER OF THE TRACK.
 JU2612'
 JU2612'TO REACH THE STATION FROM TOMS RIVER GO S ON HIGHWAY 4 AND
 JU2612'FOLLOW SIGNS TO BAY LANDING AND THE W END OF THE TRESTLE OF THE
 JU2612'PENNSYLVANIA RAILROAD TRACK.  WALK W ALONG THE TRACK 1/4 MILE
 JU2612'TO REFERENCE MARK NO.1.
 JU2612'
 JU2612'THE FOLLOWING DIRECTIONS WERE MEASURED WITH A 4-INCH THEODOLITE.
 JU2612
 JU2612                          STATION RECOVERY (1951)
 JU2612
 JU2612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2612'STATION MARK RECOVERED IN POOR CONDITION.  IT HAS BEEN BROKEN
 JU2612'OFF FLUSH WITH THE GROUND AND A 1/2-INCH IRON PIPE NOW PROJECTS
 JU2612'6 INCHES FROM THE CENTER OF THE MONUMENT.  R.M.S 1 AND 2 WERE
 JU2612'RECOVERED IN GOOD CONDITION.  THE DIRECTIONS FROM SEASIDE PARK
 JU2612'WATER TANK TO THE REFERENCE MARKS WERE OBSERVED AND FOUND TO BE
 JU2612'CORRECT.  THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED
 JU2612'WITH A STEEL TAPE.  THE DISTANCE TO R.M. 2 IS CORRECT, BUT THE
 JU2612'DISTANCE TO R.M. 1 IS IN ERROR.  THE CORRECT DISTANCE IS 65.60
 JU2612'METERS.
 JU2612'
 JU2612'THE PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT WITH THE
 JU2612'FOLLOWING EXCEPTIONS--
 JU2612'
 JU2612'THE RAILROAD TRACK HAS BEEN DISMANTLED.
 JU2612'
 JU2612'A 4- BY 4-INCH WITNESS POST WAS SET 3.0 FEET N OF R.M. 1.
 JU2612
 JU2612                          STATION RECOVERY (1951)
 JU2612
 JU2612'RECOVERY NOTE BY AMERICAN T AND T CO 1951 (MOL)
 JU2612'IN 1944 REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AND A
 JU2612'RELIC OF THE STATION MARK WAS RECOVERED.  DISCREPANCY IN
 JU2612'DISTANCE FROM STATION TO REFERENCE MARK 1.
 JU2612'
 JU2612'IN JUNE 1951, REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 JU2612'AND UNDISTURBED.  STATION MARK SPALLED TO GROUND LEVEL LEAVING
 JU2612'3/4-INCH GALVANIZED IRON PIPE PROJECTING 6 INCHES AND
 JU2612'APPROXIMATELY CENTERED IN MONUMENT BASE.  DISK MISSING BUT
 JU2612'FRAGMENTS SHOW DISK OUTLINE.  TWO OF THREE OLD TRIPOD STAKES 2
 JU2612'FEET FROM PIPE.  TRACK REMOVED FROM PENNSYLVANIA RAILROAD
 JU2612'RIGHT-OF-WAY.  OTHER ELEMENTS OF DESCRIPTION, EXCEPT
 JU2612'MEASUREMENTS, ARE CORRECT.  DESCRIPTION MEASUREMENTS OF 1926
 JU2612'AND 1932 ARE INCONGRUOUS WITH DISTANCE BETWEEN REFERENCE
 JU2612'MARKS.  THE PLAUSIBLE ASSUMPTION THAT THE REPORTED 105.60
 JU2612'METERS PENN-R.M. 1 INVOLVED A MISREADING OF A MANUAL RECORD
 JU2612'OF 65.60 METERS WOULD CENTER THE MARK IN THE PIPE RELIC.
 JU2612'EACH OF THE FOLLOWING IS AS MEASURED JUNE 1951 WITHOUT
 JU2612'ADJUSTMENT FOR MINOR INCONSISTENCIES.  THE ANGLE AT PENN
 JU2612'BETWEEN REFERENCE MARK 2 AND REFERENCE MARK 1 IS 89 DEG 48
 JU2612'MIN 38 SEC.  THE ANGLE AT REFERENCE MARK 2 BETWEEN REFERENCE
 JU2612'MARK 1 AND PENN IS 72 DEG 29 MIN 30 SEC.  THE ANGLE AT
 JU2612'REFERENCE MARK 1 BETWEEN PENN AND REFERENCE MARK 2 IS 17 DEG
 JU2612'41 MIN 56 SEC.  THESE ANGLES ARE NOT ADJUSTED.  THE DISTANCE
 JU2612'FROM REFERENCE MARK 1 TO REFERENCE MARK 2 IS 68.759 METERS OR
 JU2612'225.587 FEET.
 JU2612
 JU2612                          STATION RECOVERY (1962)
 JU2612
 JU2612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2612'RECOVERED IN POOR CONDITION.  THE STATION MARK IS AS IT WAS IN
 JU2612'1951, THE DISK IS GONE AND ONLY A HALF-INCH IRON PIPE PROJECTS
 JU2612'FROM THE MONUMENT.
 JU2612'
 JU2612'RM 1 WAS RECOVERED IN FAIR CONDITION BESIDE A WITNESS POST.  A
 JU2612'DEEP DITCH NOW SEPARATES IT FROM THE STATION MARK.  THE CORRECT
 JU2612'DISTANCE TO THE STATION MARK IS 65.6 METERS AS GIVEN IN THE
 JU2612'1951 DESCRIPTION, DIRECTION IS 213 DEGREES MAGNETIC.
 JU2612'
 JU2612'RM 2 WAS RECOVERED IN GOOD CONDITION, NOW IN DENSE WOODS, AS
 JU2612'IS THE STATION MARK.
 JU2612'
 JU2612'TO REACH THE STATION FROM THE OCEAN GATE POST OFFICE, GO NORTH
 JU2612'ON OCEAN GATE AVENUE FOR ONE BLOCK TO BAY VIEW AVENUE, TURN
 JU2612'RIGHT AND FOLLOW BAY VIEW AVENUE EAST AND SOUTH FOR 1.9 MILES
 JU2612'TO A CINDER CROSSROAD ALONG AN OLD RAILROAD BED, TURN RIGHT AND
 JU2612'FOLLOW THE CINDER ROAD WESTERLY FOR 0.25 MILE TO THE WITNESS
 JU2612'POST AT RM 1 ON THE LEFT, 170 FEET EAST OF POLE JC 241 B, WHICH
 JU2612'HAS A BRACER POLE ON THE OPPOSITE SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4675 ***********************************************************************
 KV4675  DESIGNATION -  PENN
 KV4675  PID         -  KV4675
 KV4675  STATE/COUNTY-  NJ/HUDSON
 KV4675  USGS QUAD   -  ELIZABETH (1995)
 KV4675
 KV4675                         *CURRENT SURVEY CONTROL
 KV4675  ___________________________________________________________________
 KV4675* NAD 83(1996)-  40 44 13.00406(N)    074 09 34.18076(W)     ADJUSTED  
 KV4675* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4675  ___________________________________________________________________
 KV4675  LAPLACE CORR-           5.78  (seconds)                    DEFLEC99
 KV4675  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KV4675
 KV4675  HORZ ORDER  -  THIRD
 KV4675
 KV4675.The horizontal coordinates were established by classical geodetic methods
 KV4675.and adjusted by the National Geodetic Survey in September 1999..
 KV4675
 KV4675.The orthometric height was scaled from a topographic map.
 KV4675
 KV4675.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4675
 KV4675.The geoid height was determined by GEOID03.
 KV4675
 KV4675;                    North         East     Units Scale Factor Converg.
 KV4675;SPC NJ       -   211,393.701   178,759.226   MT  0.99991018   +0 13 20.0
 KV4675;SPC NJ       -   693,547.50    586,479.23   sFT  0.99991018   +0 13 20.0
 KV4675;SPC NY L     -    63,339.390   286,527.729   MT  0.99999684   -0 06 15.6
 KV4675;SPC NY L     -   207,805.98    940,049.72   sFT  0.99999684   -0 06 15.6
 KV4675;UTM  18      - 4,509,895.903   570,968.459   MT  0.99966199   +0 32 54.7
 KV4675
 KV4675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4675!SPC NJ       -   1.00000464  x   0.99991018  =   0.99991482
 KV4675!SPC NY L     -   1.00000464  x   0.99999684  =   1.00000148
 KV4675!UTM  18      -   1.00000464  x   0.99966199  =   0.99966663
 KV4675
 KV4675:                Primary Azimuth Mark                     Grid Az
 KV4675:SPC NJ       -  HARRISON CHURCH SPIRE                    015 30 02.2
 KV4675:SPC NY L     -  HARRISON CHURCH SPIRE                    015 49 37.8
 KV4675:UTM  18      -  HARRISON CHURCH SPIRE                    015 10 27.5
 KV4675
 KV4675|---------------------------------------------------------------------|
 KV4675| PID    Reference Object                     Distance      Geod. Az  |
 KV4675|                                                           dddmmss.s |
 KV4675| KV4707 HARRISON CHURCH SPIRE               APPROX. 1.1 KM 0154322.2 |
 KV4675| CB5428 PENN RM 2                            21.458 METERS 08836     |
 KV4675| KV4685 MANHATTAN                           APPROX. 0.8 KM 1080452.0 |
 KV4675| CB5427 PENN RM 1                            18.349 METERS 18539     |
 KV4675| KV4756 NEWARK ST JAMES CATH CH SPIRE       APPROX. 0.9 KM 1942651.2 |
 KV4675| KV4729 ITALIAN CHURCH SPIRE                APPROX. 0.9 KM 2070717.4 |
 KV4675| KV4684 VAN                                 284.547 METERS 21532     |
 KV4675| KV4688 ST PATRICKS CHURCH SPIRE            APPROX. 1.2 KM 2980005.1 |
 KV4675| KV4695 REFORMED CHURCH SPIRE               APPROX. 1.2 KM 3133322.0 |
 KV4675| KV4687 FARMER 1913                         APPROX. 0.6 KM 3354503.0 |
 KV4675|---------------------------------------------------------------------|
 KV4675
 KV4675                          SUPERSEDED SURVEY CONTROL
 KV4675
 KV4675  NAD 83(1996)-  40 44 13.00394(N)    074 09 34.18098(W) AD(       ) 3
 KV4675  NAD 83(1986)-  40 44 13.00205(N)    074 09 34.18413(W) AD(       ) 3
 KV4675  NAD 27      -  40 44 12.63500(N)    074 09 35.66200(W) AD(       ) 3
 KV4675
 KV4675.Superseded values are not recommended for survey control.
 KV4675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4675.See file dsdata.txt to determine how the superseded data were derived.
 KV4675
 KV4675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7096809896(NAD 83)
 KV4675_MARKER: DS = TRIANGULATION STATION DISK
 KV4675_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4675_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4675
 KV4675  HISTORY     - Date     Condition        Report By
 KV4675  HISTORY     - 1913     MONUMENTED       CGS
 KV4675  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4675
 KV4675                          STATION DESCRIPTION
 KV4675
 KV4675'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4675'STATION IS ON THE E SIDE OF PASSAIC RIVER, ABOUT 140 METERS
 KV4675'FROM THE E END OF THE PENNSYLVANIA RAILROAD BRIDGE, AND ON THE
 KV4675'SE SIDE OF THE RAILROAD EMBANKMENT.  THE STATION IS 5 FEET
 KV4675'FROM THE RAILROAD TRACK AND 4 FEET FROM THE EDGE OF THE
 KV4675'EMBANKMENT, AND IS MARKED BY A C. AND G.S. STANDARD BRASS DISK
 KV4675'CEMENTED IN THE TOP OF A 4-INCH TILE PIPE SUNK TO THE SURFACE
 KV4675'LEVEL.
 KV4675'
 KV4675'THE SUBSURFACE MARK IS A BURIED BOTTLE SET IN CONCRETE.
 KV4675'
 KV4675'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CONCRETE CONTAINED
 KV4675'IN A 3-INCH TILE PIPE, ARE PLACED RESPECTIVELY 60.2 FEET S 20 DEG
 KV4675'E AND 70.4 FEET E FROM THE STATION.
 KV4675
 KV4675                          STATION RECOVERY (1933)
 KV4675
 KV4675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4675'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5779 ***********************************************************************
 KV5779  DESIGNATION -  PENNINGTON MUNICIPAL STANDPIPE
 KV5779  PID         -  KV5779
 KV5779  STATE/COUNTY-  NJ/MERCER
 KV5779  USGS QUAD   -  PENNINGTON (1995)
 KV5779
 KV5779                         *CURRENT SURVEY CONTROL
 KV5779  ___________________________________________________________________
 KV5779* NAD 83(1996)-  40 19 42.34767(N)    074 47 31.54849(W)     ADJUSTED  
 KV5779* NAVD 88     -                                                        
 KV5779  ___________________________________________________________________
 KV5779  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 KV5779  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KV5779
 KV5779  HORZ ORDER  -  THIRD
 KV5779
 KV5779.The horizontal coordinates were established by classical geodetic methods
 KV5779.and adjusted by the National Geodetic Survey in September 1999..
 KV5779
 KV5779
 KV5779.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5779
 KV5779.The geoid height was determined by GEOID03.
 KV5779
 KV5779;                    North         East     Units Scale Factor Converg.
 KV5779;SPC NJ       -   166,019.839   125,179.104   MT  0.99990758   -0 11 20.5
 KV5779;SPC NJ       -   544,683.42    410,691.78   sFT  0.99990758   -0 11 20.5
 KV5779;SPC PA S     -   114,699.457   851,315.870   MT  0.99996177   +1 55 08.6
 KV5779;SPC PA S     -   376,309.80  2,793,025.48   sFT  0.99996177   +1 55 08.6
 KV5779;UTM  18      - 4,464,231.500   517,661.246   MT  0.99960384   +0 08 04.4
 KV5779
 KV5779                          SUPERSEDED SURVEY CONTROL
 KV5779
 KV5779  NAD 83(1986)-  40 19 42.34486(N)    074 47 31.55161(W) AD(       ) 4
 KV5779  NAD 27      -  40 19 41.96500(N)    074 47 32.96600(W) AD(       ) 3
 KV5779
 KV5779.Superseded values are not recommended for survey control.
 KV5779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5779.See file dsdata.txt to determine how the superseded data were derived.
 KV5779
 KV5779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1766164231(NAD 83)
 KV5779_MARKER: 52 = STANDPIPE TANK
 KV5779
 KV5779  HISTORY     - Date     Condition        Report By
 KV5779  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5779  HISTORY     - 1977     GOOD             NGS
 KV5779  HISTORY     - 20051125 MARK NOT FOUND   USPSQD
 KV5779
 KV5779                          STATION DESCRIPTION
 KV5779
 KV5779'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5779'AT REAR OF NO.17 DELAWARE AVENUE IN PENNINGTON, NEW
 KV5779'JERSEY.  ABOUT 100 FEET N OF N PROPERTY LINE, DELAWARE AVENUE
 KV5779'AND IS 200 FEET W OF N MAIN STREET (NEW JERSEY NO.30).
 KV5779'
 KV5779'TANK PAINTED BLACK, ABOUT 90 FEET HIGH, 14 FEET IN
 KV5779'DIAMETER.  PROPERTY OF MUNICIPALITY OF PENNINGTON.
 KV5779
 KV5779                          STATION RECOVERY (1977)
 KV5779
 KV5779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DRM)
 KV5779'STATION IS TO BE DISMANTLED IN JUNE OF 1977.
 KV5779'
 KV5779'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5779'IN PENNINGTON.
 KV5779
 KV5779                          STATION RECOVERY (2005)
 KV5779
 KV5779'RECOVERY NOTE BY US POWER SQUADRON 2005 (RRL)
 KV5779'AS MENTIONED IN THE STATION DESCRIPTION, THE TANK WAS DISMANTLED AND
 KV5779'WAS REPLACED BY A GRAY PAINTED WATER TANK.  A PLAQUE ON THE TANK IS
 KV5779'DATED 1977.  A SEARCH OF THE TANK AND THE PARKING LOT DID NOT LOCATE
 KV5779'ANY MONUMENT OR MARKER.  THERE IS NO MARKER AT THE LISTED LATITUDE AND
 KV5779'LONGITUDE AS DETERMINED BY GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2549 ***********************************************************************
 JU2549  DESIGNATION -  PENNS GROVE ST PAULS CH SPIRE
 JU2549  PID         -  JU2549
 JU2549  STATE/COUNTY-  NJ/SALEM
 JU2549  USGS QUAD   -  PENNS GROVE (1995)
 JU2549
 JU2549                         *CURRENT SURVEY CONTROL
 JU2549  ___________________________________________________________________
 JU2549* NAD 83(1996)-  39 43 57.46388(N)    075 28 16.81105(W)     ADJUSTED  
 JU2549* NAVD 88     -                                                        
 JU2549  ___________________________________________________________________
 JU2549  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 JU2549  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU2549
 JU2549  HORZ ORDER  -  THIRD
 JU2549
 JU2549.The horizontal coordinates were established by classical geodetic methods
 JU2549.and adjusted by the National Geodetic Survey in September 1999..
 JU2549.No horizontal observational check was made to the station.
 JU2549
 JU2549
 JU2549.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2549
 JU2549.The geoid height was determined by GEOID03.
 JU2549
 JU2549;                    North         East     Units Scale Factor Converg.
 JU2549;SPC NJ       -   100,281.759    66,738.825   MT  0.99998532   -0 37 15.3
 JU2549;SPC NJ       -   329,007.74    218,958.96   sFT  0.99998532   -0 37 15.3
 JU2549;SPC DE       -   192,344.708   195,313.407   MT  0.99999527   -0 02 05.8
 JU2549;SPC DE       -   631,050.93    640,790.74   sFT  0.99999527   -0 02 05.8
 JU2549;UTM  18      - 4,398,188.516   459,610.304   MT  0.99962008   -0 18 04.6
 JU2549
 JU2549                          SUPERSEDED SURVEY CONTROL
 JU2549
 JU2549  NAD 83(1991)-  39 43 57.46413(N)    075 28 16.81085(W) AD(       ) 4
 JU2549  NAD 83(1986)-  39 43 57.46025(N)    075 28 16.81297(W) AD(       ) 4
 JU2549
 JU2549.Superseded values are not recommended for survey control.
 JU2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2549.See file dsdata.txt to determine how the superseded data were derived.
 JU2549
 JU2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5961098189(NAD 83)
 JU2549_MARKER: 89 = SPIRE
 JU2549_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2549
 JU2549  HISTORY     - Date     Condition        Report By
 JU2549  HISTORY     - 1982     FIRST OBSERVED   NOS
 JU2549
 JU2549                          STATION DESCRIPTION
 JU2549
 JU2549'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU2549'THE PENNS GROVE ST PAULS CHURCH IS STILL STANDING ON THIS SPOT
 JU2549'AND THERE IS A SPIRE ON THE CHURCH, BUT TWO DIRECTIONS TURNED
 JU2549'TO THE SPIRE DID NOT CHECK WITH THE ORIGINAL POSITION.
 JU2549'THE SPIRE WAS NOT REPOSITIONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3257 ***********************************************************************
 JU3257  DESIGNATION -  PENNS GROVE STANDPIPE
 JU3257  PID         -  JU3257
 JU3257  STATE/COUNTY-  NJ/SALEM
 JU3257  USGS QUAD   -  PENNS GROVE (1995)
 JU3257
 JU3257                         *CURRENT SURVEY CONTROL
 JU3257  ___________________________________________________________________
 JU3257* NAD 83(1996)-  39 44 07.66550(N)    075 27 50.28786(W)     ADJUSTED  
 JU3257* NAVD 88     -                                                        
 JU3257  ___________________________________________________________________
 JU3257  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 JU3257  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU3257
 JU3257  HORZ ORDER  -  THIRD
 JU3257
 JU3257.The horizontal coordinates were established by classical geodetic methods
 JU3257.and adjusted by the National Geodetic Survey in September 1999..
 JU3257
 JU3257
 JU3257.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3257
 JU3257.The geoid height was determined by GEOID03.
 JU3257
 JU3257;                    North         East     Units Scale Factor Converg.
 JU3257;SPC NJ       -   100,589.551    67,373.753   MT  0.99998402   -0 36 58.5
 JU3257;SPC NJ       -   330,017.55    221,042.05   sFT  0.99998402   -0 36 58.5
 JU3257;SPC DE       -   192,658.981   195,945.160   MT  0.99999520   -0 01 48.9
 JU3257;SPC DE       -   632,082.01    642,863.41   sFT  0.99999520   -0 01 48.9
 JU3257;UTM  18      - 4,398,499.732   460,243.274   MT  0.99961946   -0 17 47.7
 JU3257
 JU3257                          SUPERSEDED SURVEY CONTROL
 JU3257
 JU3257  NAD 83(1991)-  39 44 07.66571(N)    075 27 50.28751(W) AD(       ) 4
 JU3257  NAD 83(1986)-  39 44 07.66216(N)    075 27 50.29031(W) AD(       ) 4
 JU3257  NAD 27      -  39 44 07.25400(N)    075 27 51.59300(W) AD(       ) 3
 JU3257
 JU3257.Superseded values are not recommended for survey control.
 JU3257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3257.See file dsdata.txt to determine how the superseded data were derived.
 JU3257
 JU3257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6024398500(NAD 83)
 JU3257_MARKER: 52 = STANDPIPE TANK
 JU3257_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3257
 JU3257  HISTORY     - Date     Condition        Report By
 JU3257  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3257  HISTORY     - 1946     GOOD             CGS
 JU3257  HISTORY     - 1975     GOOD             NGS
 JU3257  HISTORY     - 1982     GOOD             NOS
 JU3257
 JU3257                          STATION DESCRIPTION
 JU3257
 JU3257'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3257'THIS STATION IS THE CENTER OF THE PENNS GROVE MUNICIPAL STANDPIPE
 JU3257'ABOUT 80 FEET SE OF THE INTERSECTION OF ROUTE N.J. 44 (N. BROAD
 JU3257'STREET) AND THE PENNSYLVANIA RAILROAD.  IT IS A CYLINDRICAL
 JU3257'BLACK STEEL STANDPIPE WITH A FENCED PLATFORM ABOUT 5 FEET BELOW
 JU3257'THE TOP.  IT IS ABOUT 15 FEET IN DIAMETER AND 115 FEET HIGH.
 JU3257
 JU3257                          STATION RECOVERY (1946)
 JU3257
 JU3257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3257'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU3257'IS ADEQUATE EXCEPT FOR THE FOLLOWING CHANGE--
 JU3257'
 JU3257'CHANGE - BLACK TO - OLIVE DRAB.
 JU3257
 JU3257                          STATION RECOVERY (1975)
 JU3257
 JU3257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3257'THE STANDPIPE WAS RECOVERED IN GOOD CONDITION.  THE STANDPIPE IS
 JU3257'NOW BLUE.
 JU3257
 JU3257                          STATION RECOVERY (1982)
 JU3257
 JU3257'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU3257'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3762 ***********************************************************************
 JU3762  DESIGNATION -  PENNSVILLE TRINITY ME CH SPIRE
 JU3762  PID         -  JU3762
 JU3762  STATE/COUNTY-  NJ/SALEM
 JU3762  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU3762
 JU3762                         *CURRENT SURVEY CONTROL
 JU3762  ___________________________________________________________________
 JU3762* NAD 83(1996)-  39 39 06.34581(N)    075 31 14.00186(W)     ADJUSTED  
 JU3762* NAVD 88     -                                                        
 JU3762  ___________________________________________________________________
 JU3762  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 JU3762  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JU3762
 JU3762  HORZ ORDER  -  THIRD
 JU3762
 JU3762.The horizontal coordinates were established by classical geodetic methods
 JU3762.and adjusted by the National Geodetic Survey in September 1999..
 JU3762
 JU3762
 JU3762.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3762
 JU3762.The geoid height was determined by GEOID03.
 JU3762
 JU3762;                    North         East     Units Scale Factor Converg.
 JU3762;SPC NJ       -    91,350.811    62,417.583   MT  0.99999441   -0 39 04.6
 JU3762;SPC NJ       -   299,706.79    204,781.69   sFT  0.99999441   -0 39 04.6
 JU3762;SPC DE       -   183,370.019   191,083.625   MT  0.99999598   -0 03 58.7
 JU3762;SPC DE       -   601,606.47    626,913.53   sFT  0.99999598   -0 03 58.7
 JU3762;UTM  18      - 4,389,236.912   455,340.479   MT  0.99962455   -0 19 55.9
 JU3762
 JU3762                          SUPERSEDED SURVEY CONTROL
 JU3762
 JU3762  NAD 83(1991)-  39 39 06.34528(N)    075 31 13.99886(W) AD(       ) 4
 JU3762  NAD 83(1986)-  39 39 06.33861(N)    075 31 14.00560(W) AD(       ) 4
 JU3762  NAD 27      -  39 39 05.93400(N)    075 31 15.28200(W) AD(       ) 3
 JU3762
 JU3762.Superseded values are not recommended for survey control.
 JU3762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3762.See file dsdata.txt to determine how the superseded data were derived.
 JU3762
 JU3762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5534089237(NAD 83)
 JU3762_MARKER: 90 = CHURCH SPIRE
 JU3762
 JU3762  HISTORY     - Date     Condition        Report By
 JU3762  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3762  HISTORY     - 1975     GOOD             NGS
 JU3762
 JU3762                          STATION DESCRIPTION
 JU3762
 JU3762'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3762'THIS STATION IS THE FINIAL OF THE SPIRE OF THE TRINITY METHODIST
 JU3762'EPISCOPAL CHURCH ON THE W SIDE OF SALEM ROAD AT TRINITY
 JU3762'AVENUE, PENNSVILLE.
 JU3762'
 JU3762'THE CHURCH IS A YELLOW WOODEN BUILDING WITH A SQUARE WOODEN
 JU3762'BELFRY OVER THE S ENTRANCE.  THE ROOF OF THE BELFRY IS PYRAMIDAL
 JU3762'SLATE COVERED WITH A FANCY CARVED WOOD FINIAL.  THE BUILDING WAS
 JU3762'ERECTED IN 1886.
 JU3762
 JU3762                          STATION RECOVERY (1975)
 JU3762
 JU3762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3762'STATION RECOVERED IN GOOD CONDITION.  TO REACH FROM THE POST
 JU3762'OFFICE IN PENNSVILLE, GO SOUTH ON RT. 49 0.2 MILE TO STATION ON
 JU3762'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3036 ***********************************************************************
 JU3036  DESIGNATION -  PENSAUKEN M P WATER STANDPIPE
 JU3036  PID         -  JU3036
 JU3036  STATE/COUNTY-  NJ/CAMDEN
 JU3036  USGS QUAD   -  CAMDEN (1995)
 JU3036
 JU3036                         *CURRENT SURVEY CONTROL
 JU3036  ___________________________________________________________________
 JU3036* NAD 83(1996)-  39 57 57.84107(N)    075 03 06.35747(W)     ADJUSTED  
 JU3036* NAVD 88     -                                                        
 JU3036  ___________________________________________________________________
 JU3036  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 JU3036  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 JU3036
 JU3036  HORZ ORDER  -  THIRD
 JU3036
 JU3036.The horizontal coordinates were established by classical geodetic methods
 JU3036.and adjusted by the National Geodetic Survey in September 1999..
 JU3036
 JU3036
 JU3036.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3036
 JU3036.The geoid height was determined by GEOID03.
 JU3036
 JU3036;                    North         East     Units Scale Factor Converg.
 JU3036;SPC NJ       -   125,892.843   102,863.847   MT  0.99992734   -0 21 15.9
 JU3036;SPC NJ       -   413,033.44    337,479.14   sFT  0.99992734   -0 21 15.9
 JU3036;SPC PA S     -    73,776.835   830,489.615   MT  0.99999504   +1 45 02.1
 JU3036;SPC PA S     -   242,049.50  2,724,698.01   sFT  0.99999504   +1 45 02.1
 JU3036;UTM  18      - 4,423,992.277   495,579.086   MT  0.99960024   -0 01 59.7
 JU3036
 JU3036                          SUPERSEDED SURVEY CONTROL
 JU3036
 JU3036  NAD 83(1991)-  39 57 57.83852(N)    075 03 06.36051(W) AD(       ) 4
 JU3036  NAD 83(1986)-  39 57 57.83553(N)    075 03 06.36280(W) AD(       ) 4
 JU3036  NAD 27      -  39 57 57.43400(N)    075 03 07.74500(W) AD(       ) 3
 JU3036
 JU3036.Superseded values are not recommended for survey control.
 JU3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3036.See file dsdata.txt to determine how the superseded data were derived.
 JU3036
 JU3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9557923992(NAD 83)
 JU3036_MARKER: 52 = STANDPIPE TANK
 JU3036
 JU3036  HISTORY     - Date     Condition        Report By
 JU3036  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3036  HISTORY     - 1946     GOOD             CGS
 JU3036  HISTORY     - 1989     GOOD             USPSQD
 JU3036
 JU3036                          STATION DESCRIPTION
 JU3036
 JU3036'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3036'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE STANDPIPE
 JU3036'OWNED BY THE MERCHANTVILLE PENSAUKEN WATER COMMISSION.  IT IS ON
 JU3036'THE HIGH GROUND IN THE NORTHERN PART OF PENSAUKEN TOWNSHIP, IN
 JU3036'ABOUT THE CENTER OF THE BLOCK BETWEEN WESTFIELD AVENUE AND HIGH
 JU3036'STREET, BETHEL AVENUE AND CLEMENTS AVENUE.  IT IS A CYLINDRICAL
 JU3036'BLACK STEEL STANDPIPE WITH A CONICAL TOP AND A BALL AT THE TIP.
 JU3036'IT HAS A YELLOW BAND ABOUT 5 FEET WIDE AND ABOUT 5 FEET BELOW THE
 JU3036'TOP.  IT IS 35 FEET IN DIAMETER AND 110 FEET HIGH AND WAS
 JU3036'ERECTED IN 1931.
 JU3036'
 JU3036'IT IS VERY PROMINENT AND IS EASILY IDENTIFIED BY THE CONICAL TOP.
 JU3036
 JU3036                          STATION RECOVERY (1946)
 JU3036
 JU3036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3036'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN ORIGINAL
 JU3036'DESCRIPTION.
 JU3036
 JU3036                          STATION RECOVERY (1989)
 JU3036
 JU3036'RECOVERY NOTE BY US POWER SQUADRON 1989 (NM)
 JU3036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2531 ***********************************************************************
 LY2531  DESIGNATION -  PERK RESET
 LY2531  PID         -  LY2531
 LY2531  STATE/COUNTY-  NJ/BERGEN
 LY2531  USGS QUAD   -  PARK RIDGE (1995)
 LY2531
 LY2531                         *CURRENT SURVEY CONTROL
 LY2531  ___________________________________________________________________
 LY2531* NAD 83(1996)-  41 00 51.25624(N)    074 04 23.32853(W)     ADJUSTED  
 LY2531* NAVD 88     -       124.0    (meters)     407.     (feet)  VERTCON   
 LY2531  ___________________________________________________________________
 LY2531  LAPLACE CORR-           5.79  (seconds)                    DEFLEC99
 LY2531  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 LY2531
 LY2531  HORZ ORDER  -  SECOND
 LY2531
 LY2531.The horizontal coordinates were established by classical geodetic methods
 LY2531.and adjusted by the National Geodetic Survey in September 1999..
 LY2531
 LY2531.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2531
 LY2531.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2531
 LY2531.The geoid height was determined by GEOID03.
 LY2531
 LY2531;                    North         East     Units Scale Factor Converg.
 LY2531;SPC NJ       -   242,216.341   185,902.099   MT  0.99991586   +0 16 48.4
 LY2531;SPC NJ       -   794,671.45    609,913.80   sFT  0.99991586   +0 16 48.4
 LY2531;SPC NY E     -   242,216.341   185,902.099   MT  0.99991586   +0 16 48.4
 LY2531;SPC NY E     -   794,671.45    609,913.80   sFT  0.99991586   +0 16 48.4
 LY2531;UTM  18      - 4,540,751.285   577,933.474   MT  0.99967475   +0 36 29.8
 LY2531
 LY2531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2531!SPC NJ       -   0.99998555  x   0.99991586  =   0.99990141
 LY2531!SPC NY E     -   0.99998555  x   0.99991586  =   0.99990141
 LY2531!UTM  18      -   0.99998555  x   0.99967475  =   0.99966030
 LY2531
 LY2531|---------------------------------------------------------------------|
 LY2531| PID    Reference Object                     Distance      Geod. Az  |
 LY2531|                                                           dddmmss.s |
 LY2531| CB4119 PERK RM 4                             4.458 METERS 02541     |
 LY2531| LX4157 ROCKLAND STATE HOSPITAL N STK       APPROX. 9.1 KM 0643941.2 |
 LY2531| LY2530 PERK RM 3                             2.298 METERS 13803     |
 LY2531|---------------------------------------------------------------------|
 LY2531
 LY2531                          SUPERSEDED SURVEY CONTROL
 LY2531
 LY2531  NAD 83(1996)-  41 00 51.25624(N)    074 04 23.32854(W) AD(       ) 2
 LY2531  NAD 83(1996)-  41 00 51.25716(N)    074 04 23.32960(W) AD(       ) 2
 LY2531  NAD 83(1992)-  41 00 51.25666(N)    074 04 23.33052(W) AD(       ) 2
 LY2531  NAD 83(1986)-  41 00 51.25761(N)    074 04 23.32871(W) AD(       ) 2
 LY2531  NAD 27      -  41 00 50.90942(N)    074 04 24.81708(W) AD(       ) 2
 LY2531  NGVD 29 (07/19/86)  124.3    (m)          408.     (f) VERT ANG       
 LY2531
 LY2531.Superseded values are not recommended for survey control.
 LY2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2531.See file dsdata.txt to determine how the superseded data were derived.
 LY2531
 LY2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7793340751(NAD 83)
 LY2531_MARKER: Z = SEE DESCRIPTION
 LY2531_SETTING: 0 = UNSPECIFIED SETTING
 LY2531
 LY2531  HISTORY     - Date     Condition        Report By
 LY2531  HISTORY     - 1935     MONUMENTED       NJGS
 LY2531  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LY2531  HISTORY     - 19911218 MARK NOT FOUND   NJGS
 LY2531
 LY2531                          STATION DESCRIPTION
 LY2531
 LY2531'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1935
 LY2531'A STANDARD STATE SURVEY DISK, STAMPED PERK 1935, SET IN A DRILL
 LY2531'HOLE IN SANDSTONE OUTCROP, ABOUT 10 INCHES BELOW GROUND SURFACE,
 LY2531'INSIDE A STONE CAIRN ON THE PROPERTY OF CLARENCE FELTER.
 LY2531'
 LY2531'REFERENCE MARKS ARE STANDARD STATE SURVEY DISKS SET IN DRILL
 LY2531'HOLES IN SANDSTONE OUTCROP STAMPED PERK 1935 R.M. NO. 1, AND
 LY2531'PERK 1935 R.M. NO. 2, RESPECTIVELY.
 LY2531'
 LY2531'AZIMUTH MARK (STATE SURVEY MON. 892) IS A STANDARD STATE
 LY2531'SURVEY DISK, SET IN CONCRETE, LOCATED IN THE BOROUGH OF
 LY2531'HILLSDALE, ON THE NORTHERLY SIDE OF WIERIMUS AVENUE ABOUT 1,880
 LY2531'FEET W OF PASCACK ROAD.  THE MONUMENT IS 42.79 FEET NE OF A
 LY2531'CROSS ON THE W SIDE OF W STANDARD, 3 FEET ABOVE GRADE, OF HAMMER
 LY2531'RING BELL FIRE ALARM.  52.0 FEET NW OF COPPER TACK ON THE N SIDE
 LY2531'OF POLE NO. 60404-HD.  31.08 FEET SE OF CROSS ON THE SW END OF
 LY2531'WALL COPING OF PRIVATE DRIVE ON THE N SIDE OF WIERIMUS AVENUE.
 LY2531'
 LY2531'THIS STATION MAY BE REACHED FROM THE INTERSECTION OF BROADWAY
 LY2531'AND HILLSDALE AVENUE, IN HILLSDALE, AS FOLLOWS--PROCEED W ON
 LY2531'HILLSDALE AVENUE 0.9 MILE TO PASCACK ROAD.  THENCE N 0.35 MILE
 LY2531'TO WIERIMUS LANE, THENCE W 0.8 MILE TO WIERIMUS ROAD, CROSS
 LY2531'WIERIMUS ROAD AND PROCEED 0.1 MILE ALONG STORMS PLACE, THENCE
 LY2531'ALONG A PRIVATE ROAD 0.3 MILE TO A PATH IN OPEN FIELD.  THENCE
 LY2531'N, 0.175 MILE ALONG THIS PATH TO A POINT OPPOSITE STATION, AND
 LY2531'THENCE 57 FEET E TO STATION.
 LY2531
 LY2531                          STATION RECOVERY (1964)
 LY2531
 LY2531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFK)
 LY2531'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LY2531'REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND.  REFERENCE MARKS 3
 LY2531'AND 4 WERE ESTABLISHED AT THIS TIME.  THE PREVIOUS DESCRIPTION
 LY2531'STATED THAT THE STATION MARK WAS STAMPED PERK 1935, BUT THE
 LY2531'MARK RECOVERED AT THIS TIME WAS FOUND TO BE UNSTAMPED.  THE
 LY2531'PREVIOUS DESCRIPTION IS VERY VAGUE AND A NEW DESCRIPTION
 LY2531'FOLLOWS.
 LY2531'
 LY2531'ABOUT 7 MILES SOUTH SOUTHWEST OF SPRING VALLEY, 4 MILES
 LY2531'SOUTHWEST OF MONTVALE, 1/2 MILE WEST OF THE GARDEN STATE
 LY2531'PARKWAY, AND ON THE PROPERTY OF MR. FRANK TICE.  IT IS 80 FEET
 LY2531'SOUTHEAST OF THE INTERSECTION OF CROSS TRACK ROADS, 44 FEET
 LY2531'SOUTH OF THE CENTERLINE OF A TRACK ROAD, 40 FEET SOUTHEAST OF A
 LY2531'14 INCH OAK TREE, AND 40 FEET NORTHWEST OF THE SOUTHWEST 1 OF
 LY2531'3 6 INCH HICKORY TREES.  IT IS A STANDARD COAST AND GEODETIC
 LY2531'AND STATE SURVEY STATION MARK DISK SET IN A DRILL HOLE IN
 LY2531'OUTCROPPING BEDROCK ABOUT 10 INCHES BELOW THE SURFACE OF THE
 LY2531'GROUND.  THE DISK IS UNSTAMPED.
 LY2531'
 LY2531'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 59 IN
 LY2531'SPRING VALLEY, GO SOUTH ON HIGHWAY 45 FOR 3.0 MILES TO THE NEW
 LY2531'JERSEY STATE LINE.  CONTINUE SOUTH ON BERGEN COUNTY ROAD 73
 LY2531'FOR 2.05 MILES TO THE TICE FARMS ON THE RIGHT.  CONTINUE SOUTH
 LY2531'ON THE ROAD FOR 1.05 MILES TO A ROAD FORK.  KEEP RIGHT FORK
 LY2531'FOR 0.05 MILE TO A GRADED ROAD LEFT.  TURN LEFT AND GO SOUTH
 LY2531'FOR 0.15 MILE TO A CROSS STREET IN A NEW HOUSING
 LY2531'PROJECT.  CONTINUE SOUTH FOR 0.2 MILE TO A LOCKED CHAIN GATE
 LY2531'AND A CROSSROAD.  TURN LEFT AND GO EAST AND SOUTH ON THE
 LY2531'GRADED ROAD FOR 0.2 MILE TO A ROAD FORK.  KEEP LEFT AND GO
 LY2531'EASTERLY FOR 0.2 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT ON
 LY2531'THE TRACK ROAD AND GO SOUTH FOR 0.2 MILE TO A SIDE ROAD
 LY2531'RIGHT.  CONTINUE SOUTH AND EAST ON THE TRACK ROAD FOR
 LY2531'0.1 MILE TO A CROSSROAD AND THE STATION.
 LY2531'
 LY2531'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK SET IN A
 LY2531'DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 3 INCHES BELOW THE
 LY2531'SURFACE OF THE GROUND.  IT IS 86 FEET SOUTHEAST OF THE
 LY2531'INTERSECTION, 48 FEET SOUTHEAST OF THE 14 INCH OAK TREE, 34
 LY2531'FEET NORTHWEST OF THE HICKORY TREES, AND 51 FEET SOUTH OF THE
 LY2531'CENTERLINE OF THE ROAD.  THE DISK IS STAMPED PERK NJGS NO 3
 LY2531'1935.
 LY2531'
 LY2531'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK SET IN A
 LY2531'DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 43 FEET NORTHWEST OF
 LY2531'THE HICKORY TREES, 40 FEET SOUTHEAST OF THE 14 INCH OAK TREE AND
 LY2531'32 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD.  THE DISK IS
 LY2531'STAMPED PERK NJGS NO 4 1935.
 LY2531'
 LY2531'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LY2531
 LY2531                          STATION RECOVERY (1991)
 LY2531
 LY2531'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991 (RJK)
 LY2531'THE STATION WAS SEARCHED FOR AND NOT FOUND AFTER A TWO HOUR SEARCH BY
 LY2531'A TWO MAN PARTY.  THE STATION IS LOCATED IN A HOUSING SUBDIVISION WITH
 LY2531'NUMEROUS IMPROVEMENTS TO THE AREA SINCE THE LAST RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2530 ***********************************************************************
 LY2530  DESIGNATION -  PERK RM 3
 LY2530  PID         -  LY2530
 LY2530  STATE/COUNTY-  NJ/BERGEN
 LY2530  USGS QUAD   -  PARK RIDGE (1995)
 LY2530
 LY2530                         *CURRENT SURVEY CONTROL
 LY2530  ___________________________________________________________________
 LY2530* NAD 83(1996)-  41 00 51.20084(N)    074 04 23.26279(W)     ADJUSTED  
 LY2530* NAVD 88     -       124.0    (meters)     407.     (feet)  VERTCON   
 LY2530  ___________________________________________________________________
 LY2530  LAPLACE CORR-           5.79  (seconds)                    DEFLEC99
 LY2530  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 LY2530
 LY2530  HORZ ORDER  -  FIRST
 LY2530
 LY2530.The horizontal coordinates were established by classical geodetic methods
 LY2530.and adjusted by the National Geodetic Survey in September 1999..
 LY2530
 LY2530.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2530
 LY2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2530
 LY2530.The geoid height was determined by GEOID03.
 LY2530
 LY2530;                    North         East     Units Scale Factor Converg.
 LY2530;SPC NJ       -   242,214.639   185,903.643   MT  0.99991586   +0 16 48.5
 LY2530;SPC NJ       -   794,665.86    609,918.87   sFT  0.99991586   +0 16 48.5
 LY2530;SPC NY E     -   242,214.639   185,903.643   MT  0.99991586   +0 16 48.5
 LY2530;SPC NY E     -   794,665.86    609,918.87   sFT  0.99991586   +0 16 48.5
 LY2530;UTM  18      - 4,540,749.593   577,935.028   MT  0.99967475   +0 36 29.8
 LY2530
 LY2530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2530!SPC NJ       -   0.99998555  x   0.99991586  =   0.99990141
 LY2530!SPC NY E     -   0.99998555  x   0.99991586  =   0.99990141
 LY2530!UTM  18      -   0.99998555  x   0.99967475  =   0.99966030
 LY2530
 LY2530:                Primary Azimuth Mark                     Grid Az
 LY2530:SPC NJ       -  ROCKLAND STATE HOSPITAL N STK            064 22 03.1
 LY2530:SPC NY E     -  ROCKLAND STATE HOSPITAL N STK            064 22 03.1
 LY2530:UTM  18      -  ROCKLAND STATE HOSPITAL N STK            064 02 21.8
 LY2530
 LY2530|---------------------------------------------------------------------|
 LY2530| PID    Reference Object                     Distance      Geod. Az  |
 LY2530|                                                           dddmmss.s |
 LY2530| LX4157 ROCKLAND STATE HOSPITAL N STK       APPROX. 9.1 KM 0643851.6 |
 LY2530| LX4167 NYACK USAF RADAR DOME               APPROX.12.8 KM 0720613.8 |
 LY2530| KU4048 ALPINE SCOUT CAMP TANK              APPROX.13.5 KM 1064122.7 |
 LY2530| KU4054 ALPINE TELEVISION TOWER             APPROX.14.0 KM 1150618.3 |
 LY2530| LY2531 PERK RESET                            2.298 METERS 31803     |
 LY2530|---------------------------------------------------------------------|
 LY2530
 LY2530                          SUPERSEDED SURVEY CONTROL
 LY2530
 LY2530  NAD 83(1996)-  41 00 51.20083(N)    074 04 23.26280(W) AD(       ) 1
 LY2530  NAD 83(1996)-  41 00 51.20175(N)    074 04 23.26386(W) AD(       ) 1
 LY2530  NAD 83(1992)-  41 00 51.20125(N)    074 04 23.26478(W) AD(       ) 1
 LY2530  NAD 83(1986)-  41 00 51.20216(N)    074 04 23.26291(W) AD(       ) 1
 LY2530  NAD 27      -  41 00 50.85399(N)    074 04 24.75137(W) AD(       ) 1
 LY2530  NGVD 29 (07/19/86)  124.3    (m)          408.     (f) VERT ANG       
 LY2530
 LY2530.Superseded values are not recommended for survey control.
 LY2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2530.See file dsdata.txt to determine how the superseded data were derived.
 LY2530
 LY2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7793540750(NAD 83)
 LY2530
 LY2530  HISTORY     - Date     Condition        Report By
 LY2530  HISTORY     - 1964     MONUMENTED       CGS
 LY2530
 LY2530                          STATION DESCRIPTION
 LY2530
 LY2530'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LY2530'SEE STATION PERK NJGS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4865 ***********************************************************************
 KV4865  DESIGNATION -  PERTH AMBOY BAKELITE ROOF TANK
 KV4865  PID         -  KV4865
 KV4865  STATE/COUNTY-  NJ/MIDDLESEX
 KV4865  USGS QUAD   -  PERTH AMBOY (1981)
 KV4865
 KV4865                         *CURRENT SURVEY CONTROL
 KV4865  ___________________________________________________________________
 KV4865* NAD 83(1996)-  40 30 33.46373(N)    074 15 46.25883(W)     ADJUSTED  
 KV4865* NAVD 88     -                                                        
 KV4865  ___________________________________________________________________
 KV4865  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 KV4865  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV4865
 KV4865  HORZ ORDER  -  THIRD
 KV4865
 KV4865.The horizontal coordinates were established by classical geodetic methods
 KV4865.and adjusted by the National Geodetic Survey in September 1999..
 KV4865
 KV4865
 KV4865.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4865
 KV4865.The geoid height was determined by GEOID03.
 KV4865
 KV4865;                    North         East     Units Scale Factor Converg.
 KV4865;SPC NJ       -   186,087.702   170,097.927   MT  0.99990497   +0 09 14.6
 KV4865;SPC NJ       -   610,522.74    558,062.95   sFT  0.99990497   +0 09 14.6
 KV4865;SPC NY L     -    38,080.689   277,721.652   MT  1.00001249   -0 10 18.9
 KV4865;SPC NY L     -   124,936.39    911,158.45   sFT  1.00001249   -0 10 18.9
 KV4865;UTM  18      - 4,484,547.504   562,453.240   MT  0.99964801   +0 28 43.9
 KV4865
 KV4865                          SUPERSEDED SURVEY CONTROL
 KV4865
 KV4865  NAD 83(1996)-  40 30 33.46369(N)    074 15 46.25896(W) AD(       ) 4
 KV4865  NAD 83(1986)-  40 30 33.46514(N)    074 15 46.25510(W) AD(       ) 4
 KV4865  NAD 27      -  40 30 33.08400(N)    074 15 47.73300(W) AD(       ) 3
 KV4865
 KV4865.Superseded values are not recommended for survey control.
 KV4865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4865.See file dsdata.txt to determine how the superseded data were derived.
 KV4865
 KV4865_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6245384548(NAD 83)
 KV4865_MARKER: 53 = ELEVATED TANK
 KV4865
 KV4865  HISTORY     - Date     Condition        Report By
 KV4865  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4865  HISTORY     - 1990     GOOD             USPSQD
 KV4865
 KV4865                          STATION DESCRIPTION
 KV4865
 KV4865'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4865'THE LARGEST AND TALLEST OF 5 ROOF-TANKS, ON THE PERTH AMBOY
 KV4865'WATER FRONT, ON THE NE CORNER OF RECTOR AND FAYETTE STREETS,
 KV4865'ATOP THE 5-STORY, RED-BRICK BUILDING OF THE BAKELITE COMPANY.  IT
 KV4865'IS AN ORDINARY TYPE, CONICAL-TOP, GREEN, WOODEN TANK SUPPORTED BY
 KV4865'A STEEL, SPIDER STRUCTURE (ALL OTHER TANKS ARE MOUNTED ON
 KV4865'CONCRETE).
 KV4865'
 KV4865'THE STATION IS THE TANKS POLE APEX, APPROXIMATELY 100 FEET
 KV4865'ABOVE STREET LEVEL.
 KV4865
 KV4865                          STATION RECOVERY (1990)
 KV4865
 KV4865'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV4865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4878 ***********************************************************************
 KV4878  DESIGNATION -  PERTH AMBOY BANK BUILDING TANK
 KV4878  PID         -  KV4878
 KV4878  STATE/COUNTY-  NJ/MIDDLESEX
 KV4878  USGS QUAD   -  PERTH AMBOY (1981)
 KV4878
 KV4878                         *CURRENT SURVEY CONTROL
 KV4878  ___________________________________________________________________
 KV4878* NAD 83(1996)-  40 30 33.14689(N)    074 16 04.00808(W)     ADJUSTED  
 KV4878* NAVD 88     -                                                        
 KV4878  ___________________________________________________________________
 KV4878  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 KV4878  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV4878
 KV4878  HORZ ORDER  -  THIRD
 KV4878
 KV4878.The horizontal coordinates were established by classical geodetic methods
 KV4878.and adjusted by the National Geodetic Survey in September 1999..
 KV4878
 KV4878
 KV4878.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4878
 KV4878.The geoid height was determined by GEOID03.
 KV4878
 KV4878;                    North         East     Units Scale Factor Converg.
 KV4878;SPC NJ       -   186,076.818   169,680.117   MT  0.99990477   +0 09 03.0
 KV4878;SPC NJ       -   610,487.03    556,692.18   sFT  0.99990477   +0 09 03.0
 KV4878;SPC NY L     -    38,072.182   277,303.742   MT  1.00001250   -0 10 30.5
 KV4878;SPC NY L     -   124,908.48    909,787.36   sFT  1.00001250   -0 10 30.5
 KV4878;UTM  18      - 4,484,534.255   562,035.606   MT  0.99964737   +0 28 32.3
 KV4878
 KV4878                          SUPERSEDED SURVEY CONTROL
 KV4878
 KV4878  NAD 83(1996)-  40 30 33.14686(N)    074 16 04.00823(W) AD(       ) 4
 KV4878  NAD 83(1986)-  40 30 33.14857(N)    074 16 04.00443(W) AD(       ) 4
 KV4878  NAD 27      -  40 30 32.76700(N)    074 16 05.48100(W) AD(       ) 3
 KV4878
 KV4878.Superseded values are not recommended for survey control.
 KV4878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4878.See file dsdata.txt to determine how the superseded data were derived.
 KV4878
 KV4878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6203684534(NAD 83)
 KV4878_MARKER: 51 = TANK
 KV4878
 KV4878  HISTORY     - Date     Condition        Report By
 KV4878  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4878  HISTORY     - 1990     GOOD             USPSQD
 KV4878
 KV4878                          STATION DESCRIPTION
 KV4878
 KV4878'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4878'STATION IS ON THE PERTH AMBOY BANK BUILDING, AT THE JUNCTURE OF
 KV4878'SMITH STREET, STATE STREET, AND NEW BRUNSWICK AVENUE, THE TALLEST
 KV4878'AND MOST PROMINENT BUILDING IN PERTH AMBOY.  IT WAS COMPLETED
 KV4878'DURING 1931.  THE STATION IS THE CONICAL TOP, WOODEN TANK
 KV4878'SURMOUNTING THE ELEVATOR TOWER, THE HIGHEST PART OF THE BUILDING.
 KV4878'
 KV4878'STATION IS THE FINIAL AT THE TANK APEX, APPROXIMATELY 200 FEET
 KV4878'ABOVE GROUND.  THIS WAS USED AS AN ECCENTRIC SIGNAL FOR A
 KV4878'MONUMENTED STATION ON THE SAME ROOF.
 KV4878
 KV4878                          STATION RECOVERY (1990)
 KV4878
 KV4878'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV4878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4843 ***********************************************************************
 KV4843  DESIGNATION -  PERTH AMBOY CALVIN MAGYAR CH
 KV4843  PID         -  KV4843
 KV4843  STATE/COUNTY-  NJ/MIDDLESEX
 KV4843  USGS QUAD   -  PERTH AMBOY (1981)
 KV4843
 KV4843                         *CURRENT SURVEY CONTROL
 KV4843  ___________________________________________________________________
 KV4843* NAD 83(1996)-  40 31 05.41141(N)    074 16 33.24431(W)     ADJUSTED  
 KV4843* NAVD 88     -                                                        
 KV4843  ___________________________________________________________________
 KV4843  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 KV4843  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV4843
 KV4843  HORZ ORDER  -  THIRD
 KV4843
 KV4843.The horizontal coordinates were established by classical geodetic methods
 KV4843.and adjusted by the National Geodetic Survey in September 1999..
 KV4843
 KV4843
 KV4843.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4843
 KV4843.The geoid height was determined by GEOID03.
 KV4843
 KV4843;                    North         East     Units Scale Factor Converg.
 KV4843;SPC NJ       -   187,070.161   168,989.337   MT  0.99990444   +0 08 44.1
 KV4843;SPC NJ       -   613,746.02    554,425.85   sFT  0.99990444   +0 08 44.1
 KV4843;SPC NY L     -    39,069.547   276,618.551   MT  1.00001159   -0 10 49.7
 KV4843;SPC NY L     -   128,180.67    907,539.36   sFT  1.00001159   -0 10 49.7
 KV4843;UTM  18      - 4,485,523.411   561,339.385   MT  0.99964631   +0 28 13.6
 KV4843
 KV4843                          SUPERSEDED SURVEY CONTROL
 KV4843
 KV4843  NAD 83(1996)-  40 31 05.41138(N)    074 16 33.24450(W) AD(       ) 4
 KV4843  NAD 83(1986)-  40 31 05.41318(N)    074 16 33.24055(W) AD(       ) 4
 KV4843  NAD 27      -  40 31 05.03400(N)    074 16 34.71800(W) AD(       ) 3
 KV4843
 KV4843.Superseded values are not recommended for survey control.
 KV4843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4843.See file dsdata.txt to determine how the superseded data were derived.
 KV4843
 KV4843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6133985523(NAD 83)
 KV4843_MARKER: 90 = CHURCH SPIRE
 KV4843
 KV4843  HISTORY     - Date     Condition        Report By
 KV4843  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4843
 KV4843                          STATION DESCRIPTION
 KV4843
 KV4843'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4843'THE TALL SPIRE OF THE JOHN CALVIN MAGYAR REFORMED CHURCH ON THE
 KV4843'NW CORNER OF THE AMBOY AVENUE AND LAWRIE STREET.  THE CHURCH
 KV4843'IS OF RED BRICK, THE COPPER-SHEATHED SPIRE SURMOUNTS A SQUARE,
 KV4843'RED-BRICK TOWER ARISING FROM ITS E END.
 KV4843'
 KV4843'THE STATION IS THE SPIRE APEX.
 KV4843'
 KV4843'CENTER OF AMBOY AVENUE 17.0 METERS.
 KV4843'
 KV4843'CENTER LINE OF AMBOY AVENUE AND LAWRIE STREET- 29.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4855 ***********************************************************************
 KV4855  DESIGNATION -  PERTH AMBOY FORD PORCELAIN TK
 KV4855  PID         -  KV4855
 KV4855  STATE/COUNTY-  NJ/MIDDLESEX
 KV4855  USGS QUAD   -  PERTH AMBOY (1981)
 KV4855
 KV4855                         *CURRENT SURVEY CONTROL
 KV4855  ___________________________________________________________________
 KV4855* NAD 83(1996)-  40 30 50.80438(N)    074 16 41.57493(W)     ADJUSTED  
 KV4855* NAVD 88     -                                                        
 KV4855  ___________________________________________________________________
 KV4855  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 KV4855  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV4855
 KV4855  HORZ ORDER  -  THIRD
 KV4855
 KV4855.The horizontal coordinates were established by classical geodetic methods
 KV4855.and adjusted by the National Geodetic Survey in September 1999..
 KV4855
 KV4855
 KV4855.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4855
 KV4855.The geoid height was determined by GEOID03.
 KV4855
 KV4855;                    North         East     Units Scale Factor Converg.
 KV4855;SPC NJ       -   186,619.146   168,794.384   MT  0.99990435   +0 08 38.7
 KV4855;SPC NJ       -   612,266.31    553,786.24   sFT  0.99990435   +0 08 38.7
 KV4855;SPC NY L     -    38,619.600   276,421.014   MT  1.00001200   -0 10 55.1
 KV4855;SPC NY L     -   126,704.47    906,891.28   sFT  1.00001200   -0 10 55.1
 KV4855;UTM  18      - 4,485,071.414   561,147.043   MT  0.99964602   +0 28 08.1
 KV4855
 KV4855                          SUPERSEDED SURVEY CONTROL
 KV4855
 KV4855  NAD 83(1996)-  40 30 50.80432(N)    074 16 41.57513(W) AD(       ) 4
 KV4855  NAD 83(1986)-  40 30 50.80589(N)    074 16 41.57119(W) AD(       ) 4
 KV4855  NAD 27      -  40 30 50.43600(N)    074 16 43.05000(W) AD(       ) 3
 KV4855
 KV4855.Superseded values are not recommended for survey control.
 KV4855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4855.See file dsdata.txt to determine how the superseded data were derived.
 KV4855
 KV4855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6114785071(NAD 83)
 KV4855_MARKER: 53 = ELEVATED TANK
 KV4855
 KV4855  HISTORY     - Date     Condition        Report By
 KV4855  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4855  HISTORY     - 1962     GOOD             CGS
 KV4855
 KV4855                          STATION DESCRIPTION
 KV4855
 KV4855'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4855'THE TALLEST AND MOST PROMINENT OF SEVERAL WATER TANKS IN PERTH
 KV4855'AMBOY, AT THE FORD PORCELAIN WORKS, NEAR THE NW END OF LEHIGH
 KV4855'AVENUE.  THE LARGEST OF THE RED-BRICK FACTORY BUILDINGS LIES TO
 KV4855'THE NE ACROSS LEHIGH AVENUE.  THE TANK IS AN ORDINARY CONICAL-TOP,
 KV4855'BLACK, IRON TYPE SURMOUNTING A SPIDER SUPPORTING STRUCTURE.
 KV4855'
 KV4855'THE STATION IS THE TANK APEX, APPROXIMATELY 75 FEET ABOVE GROUND.
 KV4855
 KV4855                          STATION RECOVERY (1962)
 KV4855
 KV4855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV4855'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4858 ***********************************************************************
 KV4858  DESIGNATION -  PERTH AMBOY GEN CABLE N CHIM
 KV4858  PID         -  KV4858
 KV4858  STATE/COUNTY-  NJ/MIDDLESEX
 KV4858  USGS QUAD   -  PERTH AMBOY (1981)
 KV4858
 KV4858                         *CURRENT SURVEY CONTROL
 KV4858  ___________________________________________________________________
 KV4858* NAD 83(1996)-  40 30 49.17172(N)    074 15 42.95509(W)     ADJUSTED  
 KV4858* NAVD 88     -                                                        
 KV4858  ___________________________________________________________________
 KV4858  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 KV4858  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV4858
 KV4858  HORZ ORDER  -  THIRD
 KV4858
 KV4858.The horizontal coordinates were established by classical geodetic methods
 KV4858.and adjusted by the National Geodetic Survey in September 1999..
 KV4858
 KV4858
 KV4858.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4858
 KV4858.The geoid height was determined by GEOID03.
 KV4858
 KV4858;                    North         East     Units Scale Factor Converg.
 KV4858;SPC NJ       -   186,572.388   170,174.393   MT  0.99990501   +0 09 16.8
 KV4858;SPC NJ       -   612,112.91    558,313.82   sFT  0.99990501   +0 09 16.8
 KV4858;SPC NY L     -    38,564.984   277,800.882   MT  1.00001204   -0 10 16.8
 KV4858;SPC NY L     -   126,525.29    911,418.39   sFT  1.00001204   -0 10 16.8
 KV4858;UTM  18      - 4,485,032.491   562,526.938   MT  0.99964812   +0 28 46.2
 KV4858
 KV4858                          SUPERSEDED SURVEY CONTROL
 KV4858
 KV4858  NAD 83(1996)-  40 30 49.17171(N)    074 15 42.95523(W) AD(       ) 4
 KV4858  NAD 83(1986)-  40 30 49.17318(N)    074 15 42.95118(W) AD(       ) 4
 KV4858  NAD 27      -  40 30 48.79200(N)    074 15 44.43100(W) AD(       ) 3
 KV4858
 KV4858.Superseded values are not recommended for survey control.
 KV4858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4858.See file dsdata.txt to determine how the superseded data were derived.
 KV4858
 KV4858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6252785032(NAD 83)
 KV4858_MARKER: 85 = CHIMNEY
 KV4858
 KV4858  HISTORY     - Date     Condition        Report By
 KV4858  HISTORY     - 1915     FIRST OBSERVED   CGS
 KV4858  HISTORY     - 1931     GOOD             CGS
 KV4858
 KV4858                          STATION DESCRIPTION
 KV4858
 KV4858'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4858'STATION RECOVERED IN GOOD CONDITION.  NO DESCRIPTION AVAILABLE.
 KV4858'
 KV4858'A COMPLETE DESCRIPTION FOLLOWS--
 KV4858'
 KV4858'THE NORTHERLY OF 2 CHIMNEYS NEAR THE PERTH AMBOY WATER FRONT ON
 KV4858'THE NE CORNER OF WASHINGTON AND HIGH STREETS, JUST WESTERLY OF
 KV4858'THE VERY PROMINENT TWIN PUBLIC SERVICE CHIMNEYS, IN THE GENERAL
 KV4858'CABLE COMPANYS STANDARD UNDERGROUND PLANT.  IT IS AN ORDINARY
 KV4858'TYPE, ROUND, RED BRICK CHIMNEY.  THE STATION IS THE CHIMNEY TOP.
 KV4858'
 KV4858'IT WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4860 ***********************************************************************
 KV4860  DESIGNATION -  PERTH AMBOY GEN CABLE S CHIM
 KV4860  PID         -  KV4860
 KV4860  STATE/COUNTY-  NJ/MIDDLESEX
 KV4860  USGS QUAD   -  PERTH AMBOY (1981)
 KV4860
 KV4860                         *CURRENT SURVEY CONTROL
 KV4860  ___________________________________________________________________
 KV4860* NAD 83(1996)-  40 30 48.71914(N)    074 15 42.56627(W)     ADJUSTED  
 KV4860* NAVD 88     -                                                        
 KV4860  ___________________________________________________________________
 KV4860  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 KV4860  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV4860
 KV4860  HORZ ORDER  -  THIRD
 KV4860
 KV4860.The horizontal coordinates were established by classical geodetic methods
 KV4860.and adjusted by the National Geodetic Survey in September 1999..
 KV4860
 KV4860
 KV4860.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4860
 KV4860.The geoid height was determined by GEOID03.
 KV4860
 KV4860;                    North         East     Units Scale Factor Converg.
 KV4860;SPC NJ       -   186,558.454   170,183.583   MT  0.99990501   +0 09 17.0
 KV4860;SPC NJ       -   612,067.19    558,343.97   sFT  0.99990501   +0 09 17.0
 KV4860;SPC NY L     -    38,550.996   277,809.994   MT  1.00001206   -0 10 16.5
 KV4860;SPC NY L     -   126,479.39    911,448.29   sFT  1.00001206   -0 10 16.5
 KV4860;UTM  18      - 4,485,018.612   562,536.205   MT  0.99964814   +0 28 46.4
 KV4860
 KV4860                          SUPERSEDED SURVEY CONTROL
 KV4860
 KV4860  NAD 83(1996)-  40 30 48.71913(N)    074 15 42.56641(W) AD(       ) 4
 KV4860  NAD 83(1986)-  40 30 48.72061(N)    074 15 42.56237(W) AD(       ) 4
 KV4860  NAD 27      -  40 30 48.34000(N)    074 15 44.04200(W) AD(       ) 3
 KV4860
 KV4860.Superseded values are not recommended for survey control.
 KV4860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4860.See file dsdata.txt to determine how the superseded data were derived.
 KV4860
 KV4860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6253685019(NAD 83)
 KV4860_MARKER: 85 = CHIMNEY
 KV4860
 KV4860  HISTORY     - Date     Condition        Report By
 KV4860  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4860
 KV4860                          STATION DESCRIPTION
 KV4860
 KV4860'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4860'THE SOUTHERLY OF TWO CHIMNEYS, NEAR THE PERTH AMBOY WATER FRONT
 KV4860'ON THE NE CORNER OF WASHINGTON AND HIGH STREETS, JUST WESTERLY
 KV4860'OF THE VERY PROMINENT TWIN PUBLIC SERVICE CHIMNEYS, IN THE
 KV4860'GENERAL CABLE COMPANYS STANDARD UNDERGROUND PLANT.  IT IS AN
 KV4860'ORDINARY TYPE, ROUND, BRICK CHIMNEY.
 KV4860'
 KV4860'THE STATION IS THE CHIMNEY TOP.  IT WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4857 ***********************************************************************
 KV4857  DESIGNATION -  PERTH AMBOY GENERAL CABLE TK
 KV4857  PID         -  KV4857
 KV4857  STATE/COUNTY-  NJ/MIDDLESEX
 KV4857  USGS QUAD   -  PERTH AMBOY (1981)
 KV4857
 KV4857                         *CURRENT SURVEY CONTROL
 KV4857  ___________________________________________________________________
 KV4857* NAD 83(1996)-  40 30 49.41115(N)    074 15 40.35284(W)     ADJUSTED  
 KV4857* NAVD 88     -                                                        
 KV4857  ___________________________________________________________________
 KV4857  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 KV4857  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV4857
 KV4857  HORZ ORDER  -  THIRD
 KV4857
 KV4857.The horizontal coordinates were established by classical geodetic methods
 KV4857.and adjusted by the National Geodetic Survey in September 1999..
 KV4857
 KV4857
 KV4857.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4857
 KV4857.The geoid height was determined by GEOID03.
 KV4857
 KV4857;                    North         East     Units Scale Factor Converg.
 KV4857;SPC NJ       -   186,579.938   170,235.628   MT  0.99990504   +0 09 18.5
 KV4857;SPC NJ       -   612,137.68    558,514.72   sFT  0.99990504   +0 09 18.5
 KV4857;SPC NY L     -    38,572.186   277,862.166   MT  1.00001204   -0 10 15.1
 KV4857;SPC NY L     -   126,548.91    911,619.46   sFT  1.00001204   -0 10 15.1
 KV4857;UTM  18      - 4,485,040.386   562,588.115   MT  0.99964822   +0 28 47.8
 KV4857
 KV4857                          SUPERSEDED SURVEY CONTROL
 KV4857
 KV4857  NAD 83(1996)-  40 30 49.41113(N)    074 15 40.35298(W) AD(       ) 4
 KV4857  NAD 83(1986)-  40 30 49.41257(N)    074 15 40.34891(W) AD(       ) 4
 KV4857  NAD 27      -  40 30 49.03100(N)    074 15 41.82900(W) AD(       ) 3
 KV4857
 KV4857.Superseded values are not recommended for survey control.
 KV4857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4857.See file dsdata.txt to determine how the superseded data were derived.
 KV4857
 KV4857_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6258885040(NAD 83)
 KV4857_MARKER: 53 = ELEVATED TANK
 KV4857
 KV4857  HISTORY     - Date     Condition        Report By
 KV4857  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4857  HISTORY     - 1962     GOOD             CGS
 KV4857
 KV4857                          STATION DESCRIPTION
 KV4857
 KV4857'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4857'THE ROOF TANK, NEAR THE PERTH AMBOY WATER FRONT, ON THE NE CORNER
 KV4857'OF WASHINGTON AND HIGH STREETS, ATOP THE 4-STORY, RED-BRICK
 KV4857'RESEARCH LABORATORY BUILDING OF THE GENERAL CABLE COMPANYS
 KV4857'STANDARD UNDERGROUND PLANT.  IT IS AN ORDINARY TYPE, CONICAL-TOP,
 KV4857'BLACK, IRON TANK.
 KV4857'
 KV4857'THE STATION IS THE TANKS BALL APEX, APPROXIMATELY 150 FEET
 KV4857'ABOVE GROUND.
 KV4857
 KV4857                          STATION RECOVERY (1962)
 KV4857
 KV4857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV4857'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED ATOP
 KV4857'AND NEAR THE EAST END OF THE GENERAL CABLE CORPORATION BUILDING,
 KV4857'ON THE EAST SIDE OF WASHINGTON STREET BETWEEN HIGH AND RECTOR
 KV4857'STREETS.  IT IS A FOUR LEGGED STEEL TANK PAINTED BLACK WITH THE
 KV4857'LEGEND GENERAL CABLE CORPORATION ON ITS NORTH AND SOUTH SIDES.
 KV4857'ITS OVERALL HEIGHT IS ABOUT 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4861 ***********************************************************************
 KV4861  DESIGNATION -  PERTH AMBOY GREEN SPIRE
 KV4861  PID         -  KV4861
 KV4861  STATE/COUNTY-  NJ/MIDDLESEX
 KV4861  USGS QUAD   -  PERTH AMBOY (1981)
 KV4861
 KV4861                         *CURRENT SURVEY CONTROL
 KV4861  ___________________________________________________________________
 KV4861* NAD 83(1996)-  40 30 48.13829(N)    074 16 53.05919(W)     ADJUSTED  
 KV4861* NAVD 88     -                                                        
 KV4861  ___________________________________________________________________
 KV4861  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 KV4861  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KV4861
 KV4861  HORZ ORDER  -  THIRD
 KV4861
 KV4861.The horizontal coordinates were established by classical geodetic methods
 KV4861.and adjusted by the National Geodetic Survey in September 1999..
 KV4861
 KV4861
 KV4861.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4861
 KV4861.The geoid height was determined by GEOID03.
 KV4861
 KV4861;                    North         East     Units Scale Factor Converg.
 KV4861;SPC NJ       -   186,536.242   168,524.256   MT  0.99990422   +0 08 31.2
 KV4861;SPC NJ       -   611,994.32    552,900.00   sFT  0.99990422   +0 08 31.2
 KV4861;SPC NY L     -    38,538.225   276,150.390   MT  1.00001207   -0 11 02.6
 KV4861;SPC NY L     -   126,437.49    906,003.40   sFT  1.00001207   -0 11 02.6
 KV4861;UTM  18      - 4,484,987.002   560,877.459   MT  0.99964562   +0 28 00.6
 KV4861
 KV4861                          SUPERSEDED SURVEY CONTROL
 KV4861
 KV4861  NAD 83(1996)-  40 30 48.13824(N)    074 16 53.05946(W) AD(       ) 4
 KV4861  NAD 83(1986)-  40 30 48.13984(N)    074 16 53.05599(W) AD(       ) 4
 KV4861  NAD 27      -  40 30 47.75700(N)    074 16 54.53100(W) AD(       ) 3
 KV4861
 KV4861.Superseded values are not recommended for survey control.
 KV4861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4861.See file dsdata.txt to determine how the superseded data were derived.
 KV4861
 KV4861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6087784987(NAD 83)
 KV4861_MARKER: 90 = CHURCH SPIRE
 KV4861
 KV4861  HISTORY     - Date     Condition        Report By
 KV4861  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4861
 KV4861                          STATION DESCRIPTION
 KV4861
 KV4861'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4861'A CHURCH SPIRE N OF THE RARITAN RIVER, IN PERTH AMBOY APPROXIMATELY
 KV4861'1 MILE WNW OF THE PROMINENT PERTH AMBOY BANK BUILDING.  IT IS A
 KV4861'SHORT GREEN SPIRE SURMOUNTING A SQUARE YELLOW TOWER.
 KV4861'
 KV4861'THE STATION IS THE SPIRE APEX.  IT WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4835 ***********************************************************************
 KV4835  DESIGNATION -  PERTH AMBOY NATL LEAD TALL CHY
 KV4835  PID         -  KV4835
 KV4835  STATE/COUNTY-  NJ/MIDDLESEX
 KV4835  USGS QUAD   -  PERTH AMBOY (1981)
 KV4835
 KV4835                         *CURRENT SURVEY CONTROL
 KV4835  ___________________________________________________________________
 KV4835* NAD 83(1996)-  40 31 50.80373(N)    074 15 31.66665(W)     ADJUSTED  
 KV4835* NAVD 88     -                                                        
 KV4835  ___________________________________________________________________
 KV4835  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 KV4835  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV4835
 KV4835  HORZ ORDER  -  THIRD
 KV4835
 KV4835.The horizontal coordinates were established by classical geodetic methods
 KV4835.and adjusted by the National Geodetic Survey in September 1999..
 KV4835
 KV4835
 KV4835.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4835
 KV4835.The geoid height was determined by GEOID03.
 KV4835
 KV4835;                    North         East     Units Scale Factor Converg.
 KV4835;SPC NJ       -   188,474.008   170,434.917   MT  0.99990514   +0 09 24.3
 KV4835;SPC NJ       -   618,351.81    559,168.56   sFT  0.99990514   +0 09 24.3
 KV4835;SPC NY L     -    40,465.292   278,072.251   MT  1.00001034   -0 10 09.4
 KV4835;SPC NY L     -   132,759.88    912,308.71   sFT  1.00001034   -0 10 09.4
 KV4835;UTM  18      - 4,486,935.068   562,776.612   MT  0.99964851   +0 28 54.1
 KV4835
 KV4835                          SUPERSEDED SURVEY CONTROL
 KV4835
 KV4835  NAD 83(1996)-  40 31 50.80381(N)    074 15 31.66683(W) AD(       ) 4
 KV4835  NAD 83(1986)-  40 31 50.80530(N)    074 15 31.66202(W) AD(       ) 4
 KV4835  NAD 27      -  40 31 50.42700(N)    074 15 33.13900(W) AD(       ) 3
 KV4835
 KV4835.Superseded values are not recommended for survey control.
 KV4835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4835.See file dsdata.txt to determine how the superseded data were derived.
 KV4835
 KV4835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6277786935(NAD 83)
 KV4835_MARKER: 85 = CHIMNEY
 KV4835
 KV4835  HISTORY     - Date     Condition        Report By
 KV4835  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4835
 KV4835                          STATION DESCRIPTION
 KV4835
 KV4835'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4835'THE TALLEST CHIMNEY ON THE W SIDE OF ARTHUR KILL, APPROXIMATELY
 KV4835'1/4 MILE N OF OUTERBRIDGE, IN THE PLANT OF THE NATIONAL LEAD
 KV4835'COMPANY.  IT IS LOCATED APPROXIMATELY 1/4 MILE SE OF THE SHOT-TOWER
 KV4835'(THE TALLEST BUILDING IN THE PLANT).  THE CHIMNEY IS AN ORDINARY,
 KV4835'ROUND, BRICK TYPE.
 KV4835'
 KV4835'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 125 FEET ABOVE
 KV4835'GROUND.
 KV4835'
 KV4835'IT WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4840 ***********************************************************************
 KV4840  DESIGNATION -  PERTH AMBOY NATL LEAD STKY CHY
 KV4840  PID         -  KV4840
 KV4840  STATE/COUNTY-  NJ/MIDDLESEX
 KV4840  USGS QUAD   -  PERTH AMBOY (1981)
 KV4840
 KV4840                         *CURRENT SURVEY CONTROL
 KV4840  ___________________________________________________________________
 KV4840* NAD 83(1996)-  40 31 51.33840(N)    074 15 36.64064(W)     ADJUSTED  
 KV4840* NAVD 88     -                                                        
 KV4840  ___________________________________________________________________
 KV4840  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 KV4840  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV4840
 KV4840  HORZ ORDER  -  THIRD
 KV4840
 KV4840.The horizontal coordinates were established by classical geodetic methods
 KV4840.and adjusted by the National Geodetic Survey in September 1999..
 KV4840
 KV4840
 KV4840.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4840
 KV4840.The geoid height was determined by GEOID03.
 KV4840
 KV4840;                    North         East     Units Scale Factor Converg.
 KV4840;SPC NJ       -   188,490.179   170,317.817   MT  0.99990508   +0 09 21.1
 KV4840;SPC NJ       -   618,404.86    558,784.37   sFT  0.99990508   +0 09 21.1
 KV4840;SPC NY L     -    40,482.131   277,955.233   MT  1.00001033   -0 10 12.6
 KV4840;SPC NY L     -   132,815.12    911,924.79   sFT  1.00001033   -0 10 12.6
 KV4840;UTM  18      - 4,486,950.571   562,659.452   MT  0.99964833   +0 28 50.9
 KV4840
 KV4840                          SUPERSEDED SURVEY CONTROL
 KV4840
 KV4840  NAD 83(1996)-  40 31 51.33848(N)    074 15 36.64081(W) AD(       ) 4
 KV4840  NAD 83(1986)-  40 31 51.33993(N)    074 15 36.63602(W) AD(       ) 4
 KV4840  NAD 27      -  40 31 50.96200(N)    074 15 38.11300(W) AD(       ) 3
 KV4840
 KV4840.Superseded values are not recommended for survey control.
 KV4840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4840.See file dsdata.txt to determine how the superseded data were derived.
 KV4840
 KV4840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6265986951(NAD 83)
 KV4840_MARKER: 85 = CHIMNEY
 KV4840
 KV4840  HISTORY     - Date     Condition        Report By
 KV4840  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4840
 KV4840                          STATION DESCRIPTION
 KV4840
 KV4840'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4840'THE SHORT STOCKY CHIMNEY, ON THE W SIDE OF ARTHUR KILL,
 KV4840'APPROXIMATELY 1/4 MILE N OF OUTERBRIDGE, IN THE PLANT OF THE
 KV4840'NATIONAL LEAD COMPANY.  IT IS LOCATED JUST SE OF THE SHOT-TOWER
 KV4840'(THE TALLEST BUILDING IN THE PLANT).  THE CHIMNEY IS AN ORDINARY,
 KV4840'ROUND, BRICK TYPE.
 KV4840'
 KV4840'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 75 FEET ABOVE GROUND.
 KV4840'
 KV4840'IT WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4876 ***********************************************************************
 KV4876  DESIGNATION -  PERTH AMBOY NATL LEAD CO STACK
 KV4876  PID         -  KV4876
 KV4876  STATE/COUNTY-  NJ/MIDDLESEX
 KV4876  USGS QUAD   -  PERTH AMBOY (1981)
 KV4876
 KV4876                         *CURRENT SURVEY CONTROL
 KV4876  ___________________________________________________________________
 KV4876* NAD 83(1996)-  40 31 48.78680(N)    074 15 40.78980(W)     ADJUSTED  
 KV4876* NAVD 88     -                                                        
 KV4876  ___________________________________________________________________
 KV4876  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 KV4876  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV4876
 KV4876  HORZ ORDER  -  THIRD
 KV4876
 KV4876.The horizontal coordinates were established by classical geodetic methods
 KV4876.and adjusted by the National Geodetic Survey in September 1999..
 KV4876
 KV4876
 KV4876.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4876
 KV4876.The geoid height was determined by GEOID03.
 KV4876
 KV4876;                    North         East     Units Scale Factor Converg.
 KV4876;SPC NJ       -   188,411.216   170,220.386   MT  0.99990503   +0 09 18.4
 KV4876;SPC NJ       -   618,145.80    558,464.72   sFT  0.99990503   +0 09 18.4
 KV4876;SPC NY L     -    40,403.716   277,857.344   MT  1.00001040   -0 10 15.4
 KV4876;SPC NY L     -   132,557.86    911,603.64   sFT  1.00001040   -0 10 15.4
 KV4876;UTM  18      - 4,486,871.077   562,562.495   MT  0.99964818   +0 28 48.1
 KV4876
 KV4876                          SUPERSEDED SURVEY CONTROL
 KV4876
 KV4876  NAD 83(1996)-  40 31 48.78677(N)    074 15 40.79001(W) AD(       ) 4
 KV4876  NAD 83(1986)-  40 31 48.78827(N)    074 15 40.78535(W) AD(       ) 4
 KV4876  NAD 27      -  40 31 48.41000(N)    074 15 42.26200(W) AD(       ) 3
 KV4876
 KV4876.Superseded values are not recommended for survey control.
 KV4876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4876.See file dsdata.txt to determine how the superseded data were derived.
 KV4876
 KV4876_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6256286871(NAD 83)
 KV4876_MARKER: 63 = STACK
 KV4876
 KV4876  HISTORY     - Date     Condition        Report By
 KV4876  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4876
 KV4876                          STATION DESCRIPTION
 KV4876
 KV4876'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4876'THIS STATION IS W OF ARTHUR KILL, APPROXIMATELY 1/4 MILE N OF
 KV4876'THE OUTER BRIDGE RAMP, IN THE PLANT OF THE NATIONAL LEAD COMPANY
 KV4876'FRONTING ON STATE STREET, PERTH AMBOY.  IT IS LOCATED ATOP THE
 KV4876'PLANTS TALLEST BUILDING, THE SQUARE SHOT-TOWER, A
 KV4876'SUBSTANTIALLY-BUILT AND VERY STABLE STRUCTURE.  THE STATION IS
 KV4876'THE PROMINENT SHORT, BLACK IRON STACK RISING ABOVE THE E-W RIDGE.
 KV4876'THIS STACK, 1.945 METERS IN CIRCUMFERENCE, RISES 3.80 METERS
 KV4876'ABOVE THE RIDGE.  IT IS SYMMETRICAL AND PLUMB.
 KV4876'
 KV4876'STATION IS THE TOP-CENTER OF THE STACK.  THIS WAS USED AS THE
 KV4876'ECCENTRIC SIGNAL FOR THE MONUMENTED STATION ON THE SAME ROOF.  NO
 KV4876'ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN.
 KV4876'
 KV4876'THERE IS AMPLE ROOM AND FAIR FOOTING FOR ECCENTRIC TRIPOD
 KV4876'SET-UPS.  LEAD-BLOCK FOOTINGS (OBTAINABLE ON THE FLOOR BELOW) ARE
 KV4876'NEEDED TO PROHIBIT LEG-SLIP ON THE TAR AND RUBBER ROOFING.  AN
 KV4876'OBSERVERS PLATFORM IS NOT NECESSARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4582 ***********************************************************************
 KV4582  DESIGNATION -  PERTH AMBOY OUT BRIDGE W BR HD
 KV4582  PID         -  KV4582
 KV4582  STATE/COUNTY-  NJ/MIDDLESEX
 KV4582  USGS QUAD   -  ARTHUR KILL (1981)
 KV4582
 KV4582                         *CURRENT SURVEY CONTROL
 KV4582  ___________________________________________________________________
 KV4582* NAD 83(1996)-  40 31 28.76182(N)    074 14 57.96509(W)     ADJUSTED  
 KV4582* NAVD 88     -                                                        
 KV4582  ___________________________________________________________________
 KV4582  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 KV4582  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KV4582
 KV4582  HORZ ORDER  -  THIRD
 KV4582
 KV4582.The horizontal coordinates were established by classical geodetic methods
 KV4582.and adjusted by the National Geodetic Survey in September 1999..
 KV4582
 KV4582
 KV4582.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4582
 KV4582.The geoid height was determined by GEOID03.
 KV4582
 KV4582;                    North         East     Units Scale Factor Converg.
 KV4582;SPC NJ       -   187,796.387   171,229.965   MT  0.99990555   +0 09 46.1
 KV4582;SPC NJ       -   616,128.65    561,776.98   sFT  0.99990555   +0 09 46.1
 KV4582;SPC NY L     -    39,783.087   278,863.515   MT  1.00001094   -0 09 47.3
 KV4582;SPC NY L     -   130,521.68    914,904.72   sFT  1.00001094   -0 09 47.3
 KV4582;UTM  18      - 4,486,262.140   563,575.285   MT  0.99964975   +0 29 15.8
 KV4582
 KV4582                          SUPERSEDED SURVEY CONTROL
 KV4582
 KV4582  NAD 83(1996)-  40 31 28.76180(N)    074 14 57.96532(W) AD(       ) 4
 KV4582  NAD 83(1986)-  40 31 28.76289(N)    074 14 57.96144(W) AD(       ) 4
 KV4582  NAD 27      -  40 31 28.38500(N)    074 14 59.44000(W) AD(       ) 3
 KV4582
 KV4582.Superseded values are not recommended for survey control.
 KV4582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4582.See file dsdata.txt to determine how the superseded data were derived.
 KV4582
 KV4582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6357586262(NAD 83)
 KV4582_MARKER: 55 = TOWER
 KV4582
 KV4582  HISTORY     - Date     Condition        Report By
 KV4582  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4582
 KV4582                          STATION DESCRIPTION
 KV4582
 KV4582'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4582'THE WESTERLY OF TWO MAIN SUPPORT TOWERS OF OUTER BRIDGE.  THE
 KV4582'STATION IS THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4848 ***********************************************************************
 KV4848  DESIGNATION -  PERTH AMBOY P S PWRHSE N CHIM
 KV4848  PID         -  KV4848
 KV4848  STATE/COUNTY-  NJ/MIDDLESEX
 KV4848  USGS QUAD   -  PERTH AMBOY (1981)
 KV4848
 KV4848                         *CURRENT SURVEY CONTROL
 KV4848  ___________________________________________________________________
 KV4848* NAD 83(1996)-  40 30 55.04116(N)    074 15 31.53881(W)     ADJUSTED  
 KV4848* NAVD 88     -                                                        
 KV4848  ___________________________________________________________________
 KV4848  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 KV4848  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KV4848
 KV4848  HORZ ORDER  -  THIRD
 KV4848
 KV4848.The horizontal coordinates were established by classical geodetic methods
 KV4848.and adjusted by the National Geodetic Survey in September 1999..
 KV4848
 KV4848
 KV4848.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4848
 KV4848.The geoid height was determined by GEOID03.
 KV4848
 KV4848;                    North         East     Units Scale Factor Converg.
 KV4848;SPC NJ       -   186,754.147   170,442.631   MT  0.99990514   +0 09 24.2
 KV4848;SPC NJ       -   612,709.23    559,193.87   sFT  0.99990514   +0 09 24.2
 KV4848;SPC NY L     -    38,745.233   278,070.179   MT  1.00001188   -0 10 09.3
 KV4848;SPC NY L     -   127,116.65    912,301.91   sFT  1.00001188   -0 10 09.3
 KV4848;UTM  18      - 4,485,215.721   562,794.073   MT  0.99964854   +0 28 53.6
 KV4848
 KV4848                          SUPERSEDED SURVEY CONTROL
 KV4848
 KV4848  NAD 83(1996)-  40 30 55.04116(N)    074 15 31.53894(W) AD(       ) 4
 KV4848  NAD 83(1986)-  40 30 55.04260(N)    074 15 31.53485(W) AD(       ) 4
 KV4848  NAD 27      -  40 30 54.66200(N)    074 15 33.01400(W) AD(       ) 3
 KV4848
 KV4848.Superseded values are not recommended for survey control.
 KV4848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4848.See file dsdata.txt to determine how the superseded data were derived.
 KV4848
 KV4848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6279485216(NAD 83)
 KV4848_MARKER: 85 = CHIMNEY
 KV4848
 KV4848  HISTORY     - Date     Condition        Report By
 KV4848  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4848
 KV4848                          STATION DESCRIPTION
 KV4848
 KV4848'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4848'THE MORE NORTHERLY AND EASTERLY OF TWO VERY PROMINENT CHIMNEYS,
 KV4848'ON THE PERTH AMBOY WATER FRONT, APPROXIMATELY 1/2 MILE S OF THE
 KV4848'OUTERBRIDGE AT THE EASTERN EXTREMITY OF BUCKINGHAM STREET,
 KV4848'RISING FROM THE ROOF OF THE PUBLIC SERVICE POWER HOUSE.  IT IS
 KV4848'A VERY STOCKY, ROUND, BRICK CHIMNEY.
 KV4848'
 KV4848'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 150 FEET ABOVE
 KV4848'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4849 ***********************************************************************
 KV4849  DESIGNATION -  PERTH AMBOY P S PWRHSE S CHIM
 KV4849  PID         -  KV4849
 KV4849  STATE/COUNTY-  NJ/MIDDLESEX
 KV4849  USGS QUAD   -  PERTH AMBOY (1981)
 KV4849
 KV4849                         *CURRENT SURVEY CONTROL
 KV4849  ___________________________________________________________________
 KV4849* NAD 83(1996)-  40 30 54.55033(N)    074 15 31.78190(W)     ADJUSTED  
 KV4849* NAVD 88     -                                                        
 KV4849  ___________________________________________________________________
 KV4849  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 KV4849  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV4849
 KV4849  HORZ ORDER  -  THIRD
 KV4849
 KV4849.The horizontal coordinates were established by classical geodetic methods
 KV4849.and adjusted by the National Geodetic Survey in September 1999..
 KV4849
 KV4849
 KV4849.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4849
 KV4849.The geoid height was determined by GEOID03.
 KV4849
 KV4849;                    North         East     Units Scale Factor Converg.
 KV4849;SPC NJ       -   186,738.993   170,436.950   MT  0.99990514   +0 09 24.0
 KV4849;SPC NJ       -   612,659.51    559,175.23   sFT  0.99990514   +0 09 24.0
 KV4849;SPC NY L     -    38,730.110   278,064.412   MT  1.00001189   -0 10 09.5
 KV4849;SPC NY L     -   127,067.04    912,282.99   sFT  1.00001189   -0 10 09.5
 KV4849;UTM  18      - 4,485,200.539   562,788.480   MT  0.99964853   +0 28 53.5
 KV4849
 KV4849                          SUPERSEDED SURVEY CONTROL
 KV4849
 KV4849  NAD 83(1996)-  40 30 54.55033(N)    074 15 31.78204(W) AD(       ) 4
 KV4849  NAD 83(1986)-  40 30 54.55177(N)    074 15 31.77794(W) AD(       ) 4
 KV4849  NAD 27      -  40 30 54.17100(N)    074 15 33.25700(W) AD(       ) 3
 KV4849
 KV4849.Superseded values are not recommended for survey control.
 KV4849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4849.See file dsdata.txt to determine how the superseded data were derived.
 KV4849
 KV4849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6278885201(NAD 83)
 KV4849_MARKER: 85 = CHIMNEY
 KV4849
 KV4849  HISTORY     - Date     Condition        Report By
 KV4849  HISTORY     - 1915     FIRST OBSERVED   CGS
 KV4849  HISTORY     - 1931     GOOD             CGS
 KV4849
 KV4849                          STATION DESCRIPTION
 KV4849
 KV4849'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4849'STATION RECOVERED IN GOOD CONDITION.  NO DESCRIPTION
 KV4849'AVAILABLE.  RENAMED S. CHY. PUBLIC SERVICE.
 KV4849'
 KV4849'A COMPLETE DESCRIPTION FOLLOWS--
 KV4849'
 KV4849'THE MORE SOUTHERLY AND WESTERLY OF TWO VERY PROMINENT CHIMNEYS,
 KV4849'ON THE PERTH AMBOY WATER FRONT, APPROXIMATELY 1/2 MILE S OF THE
 KV4849'OUTER BRIDGE AT THE EASTERN EXTREMITY OF BUCKINGHAM STREET,
 KV4849'RISING FROM THE ROOF OF THE PUBLIC SERVICE POWER-HOUSE.  IT IS A
 KV4849'VERY STOCKY, ROUND, BRICK CHIMNEY.
 KV4849'
 KV4849'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 150 FEET ABOVE
 KV4849'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4864 ***********************************************************************
 KV4864  DESIGNATION -  PERTH AMBOY R AND H CHEM CHIM
 KV4864  PID         -  KV4864
 KV4864  STATE/COUNTY-  NJ/MIDDLESEX
 KV4864  USGS QUAD   -  PERTH AMBOY (1981)
 KV4864
 KV4864                         *CURRENT SURVEY CONTROL
 KV4864  ___________________________________________________________________
 KV4864* NAD 83(1996)-  40 30 36.91922(N)    074 15 43.20047(W)     ADJUSTED  
 KV4864* NAVD 88     -                                                        
 KV4864  ___________________________________________________________________
 KV4864  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 KV4864  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV4864
 KV4864  HORZ ORDER  -  THIRD
 KV4864
 KV4864.The horizontal coordinates were established by classical geodetic methods
 KV4864.and adjusted by the National Geodetic Survey in September 1999..
 KV4864
 KV4864
 KV4864.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4864
 KV4864.The geoid height was determined by GEOID03.
 KV4864
 KV4864;                    North         East     Units Scale Factor Converg.
 KV4864;SPC NJ       -   186,194.473   170,169.636   MT  0.99990501   +0 09 16.6
 KV4864;SPC NJ       -   610,873.03    558,298.21   sFT  0.99990501   +0 09 16.6
 KV4864;SPC NY L     -    38,187.061   277,793.975   MT  1.00001239   -0 10 16.9
 KV4864;SPC NY L     -   125,285.38    911,395.73   sFT  1.00001239   -0 10 16.9
 KV4864;UTM  18      - 4,484,654.652   562,524.325   MT  0.99964812   +0 28 45.9
 KV4864
 KV4864                          SUPERSEDED SURVEY CONTROL
 KV4864
 KV4864  NAD 83(1996)-  40 30 36.91918(N)    074 15 43.20060(W) AD(       ) 4
 KV4864  NAD 83(1986)-  40 30 36.92064(N)    074 15 43.19667(W) AD(       ) 4
 KV4864  NAD 27      -  40 30 36.54000(N)    074 15 44.67500(W) AD(       ) 3
 KV4864
 KV4864.Superseded values are not recommended for survey control.
 KV4864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4864.See file dsdata.txt to determine how the superseded data were derived.
 KV4864
 KV4864_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6252484655(NAD 83)
 KV4864_MARKER: 85 = CHIMNEY
 KV4864
 KV4864  HISTORY     - Date     Condition        Report By
 KV4864  HISTORY     - 1915     FIRST OBSERVED   CGS
 KV4864  HISTORY     - 1931     GOOD             CGS
 KV4864
 KV4864                          STATION DESCRIPTION
 KV4864
 KV4864'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4864'STATION RECOVERED IN GOOD CONDITION.  NO DESCRIPTION
 KV4864'AVAILABLE.  RENAMED CHIMNEY R AND H CO.
 KV4864'
 KV4864'A COMPLETE DESCRIPTION FOLLOWS--
 KV4864'
 KV4864'THE FAIRLY PROMINENT CHIMNEY ON THE PERTH AMBOY WATER FRONT,
 KV4864'ON THE S SIDE OF THE E EXTREMITY OF COMMERCE STREET W OF FRONT
 KV4864'STREET, IN THE PLANT OF THE ROESSLER AND HASSLACKER CHEMICAL
 KV4864'COMPANY, RISING AT THE NE CORNER OF THE RED-BRICK POWER-HOUSE.  IT
 KV4864'IS AN ORDINARY TYPE, ROUND, YELLOW-BRICK CHIMNEY.
 KV4864'
 KV4864'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 200 FEET ABOVE
 KV4864'GROUND.
 KV4864'
 KV4864'THE POWER HOUSE IS SUFFICIENTLY LARGE TO PERMIT AIR-PHOTO
 KV4864'IDENTIFICATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0019 ***********************************************************************
 KV0019  DESIGNATION -  PERTH AMBOY RESET 1966
 KV0019  PID         -  KV0019
 KV0019  STATE/COUNTY-  NJ/MIDDLESEX
 KV0019  USGS QUAD   -  PERTH AMBOY (1981)
 KV0019
 KV0019                         *CURRENT SURVEY CONTROL
 KV0019  ___________________________________________________________________
 KV0019* NAD 83(1986)-  40 31 41.     (N)    074 16 33.     (W)     SCALED    
 KV0019* NAVD 88     -        31.36   (+/-2cm)     102.9    (feet)  VERTCON   
 KV0019  ___________________________________________________________________
 KV0019  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KV0019
 KV0019  VERT ORDER  -  THIRD (See Below)
 KV0019
 KV0019.The horizontal coordinates were scaled from a topographic map and have
 KV0019.an estimated accuracy of +/- 6 seconds.
 KV0019
 KV0019.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV0019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV0019.The vertical order pertains to the NGVD 29 superseded value.
 KV0019
 KV0019.The geoid height was determined by GEOID03.
 KV0019
 KV0019;                    North         East    Units  Estimated Accuracy
 KV0019;SPC NJ       -   188,170.      168,990.      MT  (+/- 180 meters Scaled)
 KV0019
 KV0019                          SUPERSEDED SURVEY CONTROL
 KV0019
 KV0019  NGVD 29 (??/??/??)   31.67   (m)          103.9    (f) RESET       3  
 KV0019
 KV0019.Superseded values are not recommended for survey control.
 KV0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0019.See file dsdata.txt to determine how the superseded data were derived.
 KV0019
 KV0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK613866(NAD 83)
 KV0019_MARKER: DB = BENCH MARK DISK
 KV0019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0019_SP_SET: CONCRETE FOUNDATION
 KV0019_STAMPING: PERTH AMBOY RESET 1966
 KV0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0019
 KV0019  HISTORY     - Date     Condition        Report By
 KV0019  HISTORY     - 1966     MONUMENTED       CGS
 KV0019
 KV0019                          STATION DESCRIPTION
 KV0019
 KV0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV0019'AT PERTH AMBOY.
 KV0019'THE MARK IS A STANDARD BENCH MARK DISK CEMENTED IN A DRILL HOLE
 KV0019'IN THE CONCRETE FOUNDATION FOR A METAL FENCE ALONG THE EAST BOUNDARY
 KV0019'OF THE ALPINE CEMETERY IN PERTH AMBOY.  IT IS 42 FEET WEST-SOUTHWEST
 KV0019'OF THE INTERSECTION OF AMBOY AVENUE AND KEENE STREET, 15.9 FEET
 KV0019'WEST OF TELEPHONE POLE NUMBER 62802 PAY, 8.4 FEET WEST OF THE
 KV0019'WEST EDGE OF THE WEST SIDEWALK ALONG AMBOY AVENUE AND 6.4 FEET
 KV0019'SOUTH OF THE NORTHEAST CORNER OF THE ALPINE CEMETERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4846 ***********************************************************************
 KV4846  DESIGNATION -  PERTH AMBOY ST STEPHEN CATH CH
 KV4846  PID         -  KV4846
 KV4846  STATE/COUNTY-  NJ/MIDDLESEX
 KV4846  USGS QUAD   -  PERTH AMBOY (1981)
 KV4846
 KV4846                         *CURRENT SURVEY CONTROL
 KV4846  ___________________________________________________________________
 KV4846* NAD 83(1996)-  40 30 57.22659(N)    074 15 50.36299(W)     ADJUSTED  
 KV4846* NAVD 88     -                                                        
 KV4846  ___________________________________________________________________
 KV4846  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 KV4846  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV4846
 KV4846  HORZ ORDER  -  THIRD
 KV4846
 KV4846.The horizontal coordinates were established by classical geodetic methods
 KV4846.and adjusted by the National Geodetic Survey in September 1999..
 KV4846
 KV4846
 KV4846.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4846
 KV4846.The geoid height was determined by GEOID03.
 KV4846
 KV4846;                    North         East     Units Scale Factor Converg.
 KV4846;SPC NJ       -   186,820.353   169,999.349   MT  0.99990492   +0 09 12.0
 KV4846;SPC NJ       -   612,926.44    557,739.53   sFT  0.99990492   +0 09 12.0
 KV4846;SPC NY L     -    38,813.967   277,627.234   MT  1.00001182   -0 10 21.6
 KV4846;SPC NY L     -   127,342.16    910,848.68   sFT  1.00001182   -0 10 21.6
 KV4846;UTM  18      - 4,485,279.396   562,350.538   MT  0.99964785   +0 28 41.4
 KV4846
 KV4846                          SUPERSEDED SURVEY CONTROL
 KV4846
 KV4846  NAD 83(1996)-  40 30 57.22656(N)    074 15 50.36315(W) AD(       ) 4
 KV4846  NAD 83(1986)-  40 30 57.22806(N)    074 15 50.35901(W) AD(       ) 4
 KV4846  NAD 27      -  40 30 56.84700(N)    074 15 51.83600(W) AD(       ) 3
 KV4846
 KV4846.Superseded values are not recommended for survey control.
 KV4846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4846.See file dsdata.txt to determine how the superseded data were derived.
 KV4846
 KV4846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6235185279(NAD 83)
 KV4846
 KV4846  HISTORY     - Date     Condition        Report By
 KV4846  HISTORY     - UNK      MONUMENTED
 KV4846  HISTORY     - 1931     SEE DESCRIPTION  CGS
 KV4846
 KV4846                          STATION DESCRIPTION
 KV4846
 KV4846'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4846'RECOVERED IN GOOD CONDITION.  NO DESCRIPTION AVAILABLE.
 KV4846'
 KV4846'A COMPLETE DESCRIPTION FOLLOWS--THE PROMINENT SPIRE, IN PERTH
 KV4846'AMBOY, ON THE SE CORNER OF BUCKINGHAM AND STATE STREETS, ATOP
 KV4846'THE ST. STEPHENS POLISH CATHOLIC CHURCH, RISING FROM THE SQUARE,
 KV4846'GRAY-STONE TOWER ON THE W SIDE OF THE BUILDING.  IT IS AN
 KV4846'OCTAGONAL, GREEN, COPPER-SHEATHED SPIRE.
 KV4846'
 KV4846'THE STATION IS THE BASE OF THE CROSS, APPROXIMATELY 150 FEET
 KV4846'ABOVE STREET LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4842 ***********************************************************************
 KV4842  DESIGNATION -  PERTH AMBOY STANDPIPE
 KV4842  PID         -  KV4842
 KV4842  STATE/COUNTY-  NJ/MIDDLESEX
 KV4842  USGS QUAD   -  PERTH AMBOY (1981)
 KV4842
 KV4842                         *CURRENT SURVEY CONTROL
 KV4842  ___________________________________________________________________
 KV4842* NAD 83(1996)-  40 31 22.10979(N)    074 17 00.02346(W)     ADJUSTED  
 KV4842* NAVD 88     -                                                        
 KV4842  ___________________________________________________________________
 KV4842  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 KV4842  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KV4842
 KV4842  HORZ ORDER  -  THIRD
 KV4842
 KV4842.The horizontal coordinates were established by classical geodetic methods
 KV4842.and adjusted by the National Geodetic Survey in September 1999..
 KV4842
 KV4842
 KV4842.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4842
 KV4842.The geoid height was determined by GEOID03.
 KV4842
 KV4842;                    North         East     Units Scale Factor Converg.
 KV4842;SPC NJ       -   187,583.609   168,357.746   MT  0.99990415   +0 08 26.8
 KV4842;SPC NJ       -   615,430.56    552,353.71   sFT  0.99990415   +0 08 26.8
 KV4842;SPC NY L     -    39,586.636   275,989.826   MT  1.00001112   -0 11 07.2
 KV4842;SPC NY L     -   129,877.15    905,476.62   sFT  1.00001112   -0 11 07.2
 KV4842;UTM  18      - 4,486,033.138   560,705.057   MT  0.99964536   +0 27 56.4
 KV4842
 KV4842                          SUPERSEDED SURVEY CONTROL
 KV4842
 KV4842  NAD 83(1996)-  40 31 22.10971(N)    074 17 00.02368(W) AD(       ) 4
 KV4842  NAD 83(1986)-  40 31 22.11144(N)    074 17 00.01976(W) AD(       ) 4
 KV4842  NAD 27      -  40 31 21.73800(N)    074 17 01.50200(W) AD(       ) 3
 KV4842
 KV4842.Superseded values are not recommended for survey control.
 KV4842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4842.See file dsdata.txt to determine how the superseded data were derived.
 KV4842
 KV4842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6070586033(NAD 83)
 KV4842_MARKER: 52 = STANDPIPE TANK
 KV4842
 KV4842  HISTORY     - Date     Condition        Report By
 KV4842  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4842  HISTORY     - 1931     GOOD             CGS
 KV4842
 KV4842                          STATION DESCRIPTION
 KV4842
 KV4842'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4842'THE PERTH AMBOY WATER-SUPPLY STORAGE TANK ON THE S SIDE OF BRACE
 KV4842'AVENUE BETWEEN CAPSON AVENUE AND THE FOOT OF HOMMAN AVENUE.  IT
 KV4842'IS AN ORDINARY TYPE FLAT-TOPPED, CYLINDRICAL, BLACK, IRON
 KV4842'STANDPIPE, 12.24 METERS IN DIAMETER.
 KV4842'
 KV4842'THE STATION IS THE TOP CENTER, APPROXIMATELY 80 FEET ABOVE GROUND.
 KV4842
 KV4842                          STATION RECOVERY (1931)
 KV4842
 KV4842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4842'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3353 ***********************************************************************
 JU3353  DESIGNATION -  PETTINOS
 JU3353  PID         -  JU3353
 JU3353  STATE/COUNTY-  NJ/CUMBERLAND
 JU3353  USGS QUAD   -  DIVIDING CREEK (1986)
 JU3353
 JU3353                         *CURRENT SURVEY CONTROL
 JU3353  ___________________________________________________________________
 JU3353* NAD 83(1996)-  39 21 07.80465(N)    075 01 46.39807(W)     ADJUSTED  
 JU3353* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 JU3353  ___________________________________________________________________
 JU3353  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 JU3353  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JU3353
 JU3353  HORZ ORDER  -  SECOND
 JU3353
 JU3353.The horizontal coordinates were established by classical geodetic methods
 JU3353.and adjusted by the National Geodetic Survey in September 1999..
 JU3353
 JU3353.The orthometric height was scaled from a topographic map.
 JU3353
 JU3353.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3353
 JU3353.The geoid height was determined by GEOID03.
 JU3353
 JU3353;                    North         East     Units Scale Factor Converg.
 JU3353;SPC NJ       -    57,727.576   104,359.259   MT  0.99992564   -0 20 08.8
 JU3353;SPC NJ       -   189,394.56    342,385.34   sFT  0.99992564   -0 20 08.8
 JU3353;SPC DE       -   150,173.970   233,367.105   MT  1.00000870   +0 14 43.7
 JU3353;SPC DE       -   492,695.77    765,638.58   sFT  1.00000870   +0 14 43.7
 JU3353;UTM  18      - 4,355,858.640   497,453.514   MT  0.99960008   -0 01 07.5
 JU3353
 JU3353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3353!SPC NJ       -   1.00000445  x   0.99992564  =   0.99993009
 JU3353!SPC DE       -   1.00000445  x   1.00000870  =   1.00001315
 JU3353!UTM  18      -   1.00000445  x   0.99960008  =   0.99960453
 JU3353
 JU3353|---------------------------------------------------------------------|
 JU3353| PID    Reference Object                     Distance      Geod. Az  |
 JU3353|                                                           dddmmss.s |
 JU3353| CB2841 PETTINOS RM 1                        23.330 METERS 03155     |
 JU3353| CB2842 PETTINOS RM 2                        23.214 METERS 12001     |
 JU3353| CB2840 PETTINOS AZ MK                                     1245240.5 |
 JU3353|---------------------------------------------------------------------|
 JU3353
 JU3353                          SUPERSEDED SURVEY CONTROL
 JU3353
 JU3353  NAD 83(1991)-  39 21 07.79543(N)    075 01 46.39778(W) AD(       ) 2
 JU3353  NAD 83(1986)-  39 21 07.78749(N)    075 01 46.39859(W) AD(       ) 2
 JU3353  NAD 27      -  39 21 07.37300(N)    075 01 47.76400(W) AD(       ) 2
 JU3353
 JU3353.Superseded values are not recommended for survey control.
 JU3353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3353.See file dsdata.txt to determine how the superseded data were derived.
 JU3353
 JU3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9745455859(NAD 83)
 JU3353_MARKER: DS = TRIANGULATION STATION DISK
 JU3353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3353
 JU3353  HISTORY     - Date     Condition        Report By
 JU3353  HISTORY     - 1935     MONUMENTED       CGS
 JU3353  HISTORY     - 1946     GOOD             CGS
 JU3353  HISTORY     - 1950     GOOD             CGS
 JU3353  HISTORY     - 1970     GOOD             NGS
 JU3353  HISTORY     - 19950429 GOOD             USPSQD
 JU3353
 JU3353                          STATION DESCRIPTION
 JU3353
 JU3353'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU3353'THE STATION IS LOCATED ON THE PROPERTY OF GEORGE F. PETTINOS.
 JU3353'APPROXIMATELY 3.0 MILES SOUTH OF VINELAND, 9 PACES WEST OF
 JU3353'CENTERLINE OF ROAD, 4 PACES SOUTH OF CENTERLINE OF ROAD AND ABOUT
 JU3353'10 PACES SOUTHWEST OF A TALL BLUFF.  THE STATION IS SOUTHWEST OF
 JU3353'WHERE THE TWO ROADS BRANCH.  ONE RUNS TO THE COTTAGES ON THE
 JU3353'RIVER AND THE OTHER RUNS STRAIGHT TO THE RIVER.  THE STATION
 JU3353'MARK PROJECTS 4 INCHES.
 JU3353'
 JU3353'REFERENCE MARK NO. 1 IS 76.54 FEET (23.330 METERS) EAST-SOUTHEAST
 JU3353'OF STATION, 2 PACES EAST OF CENTERLINE OF ROAD TO RIVER, AND
 JU3353'PROJECTS 6 INCHES.
 JU3353'
 JU3353'REFERENCE MARK NO. 2 IS 76.20 FEET (23.214 METERS) SOUTH-SOUTHEAST
 JU3353'OF STATION, 5 PACES NORTH OF TWO 12-INCH TWIN OAK TREES, 14
 JU3353'PACES EAST OF CENTERLINE OF ROAD, AND PROJECTS 6 INCHES.
 JU3353'
 JU3353'AZIMUTH MARK IS 0.3 MILE SOUTH-SOUTHEAST OF STATION, ON NORTH SIDE
 JU3353'OF SECOND TURN OF DIKE, APPROXIMATELY 8 FEET FROM CENTERLINE OF
 JU3353'ROAD ACROSS DIKE, AND PROJECTS 6 INCHES.
 JU3353'
 JU3353'TO REACH STATION FROM BRIDGE OVER RIVER IN VINELAND, GO 0.1 MILE
 JU3353'ON STATE HIGHWAY 49 TO A AND P STORE ON LEFT.  HERE TURN LEFT, AND
 JU3353'GO 0.2 MILE TO MACADAM ROAD AND BEAR LEFT ON MACADAM ROAD FOR 1.2
 JU3353'MILES TO FORKS, KEEP LEFT FORK FOR 1.6 MILES TO DIRT ROAD LEFT.
 JU3353'TURN LEFT AND GO 0.5 MILE TO RIVER.  STATION IS APPROXIMATELY 40
 JU3353'YARDS SOUTHWEST OF WATER EDGE.
 JU3353'
 JU3353'NO PROMINENT NATURAL OBJECTS VISIBLE FROM THE GROUND.
 JU3353'
 JU3353'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 JU3353
 JU3353                          STATION RECOVERY (1946)
 JU3353
 JU3353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3353'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 JU3353'ADEQUATE.  REFERENCE AND AZIMUTH MARKS ARE IN GOOD CONDITION, BUT
 JU3353'IT WILL TAKE CONSIDERABLE CLEARING TO SEE AZIMUTH MARK FROM THE
 JU3353'STATION.
 JU3353
 JU3353                          STATION RECOVERY (1950)
 JU3353
 JU3353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RGH)
 JU3353'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 JU3353'CONDITION.  DISTANCES WERE TAPED TO REFERENCE MARKS WITH STEEL
 JU3353'TAPE.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE CORRECT
 JU3353'BUT THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE 70.66 FEET
 JU3353'INSTEAD OF 76.20 FEET AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 JU3353'
 JU3353'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT EXCEPT FOR THE
 JU3353'FOLLOWING CORRECTION--STATION IS LOCATED APPROXIMATELY 3.0 MILES
 JU3353'S OF MILLVILLE INSTEAD OF VINELAND AS ORIGINALLY DESCRIBED.
 JU3353
 JU3353                          STATION RECOVERY (1970)
 JU3353
 JU3353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU3353'THE STATION MARK AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD
 JU3353'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 JU3353'EXCEPTIONS--THE STATION IS 10 PACES NORTHEAST OF A TALL
 JU3353'BLUFF.  THE MEASUREMENT TO R.M. 2 IS 70.60 FEET AND NOT 76.20
 JU3353'FEET.
 JU3353'
 JU3353'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3353'3 MILES SOUTH OF VINELAND.
 JU3353
 JU3353                          STATION RECOVERY (1995)
 JU3353
 JU3353'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU3353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3593 ***********************************************************************
 KV3593  DESIGNATION -  PHILLIPSBURG CATHOLIC CH SPIRE
 KV3593  PID         -  KV3593
 KV3593  STATE/COUNTY-  NJ/WARREN
 KV3593  USGS QUAD   -  EASTON (1994)
 KV3593
 KV3593                         *CURRENT SURVEY CONTROL
 KV3593  ___________________________________________________________________
 KV3593* NAD 83(1996)-  40 41 07.88713(N)    075 11 27.67318(W)     ADJUSTED  
 KV3593* NAVD 88     -                                                        
 KV3593  ___________________________________________________________________
 KV3593  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 KV3593  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KV3593
 KV3593  HORZ ORDER  -  THIRD
 KV3593
 KV3593.The horizontal coordinates were established by classical geodetic methods
 KV3593.and adjusted by the National Geodetic Survey in September 1999..
 KV3593
 KV3593
 KV3593.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3593
 KV3593.The geoid height was determined by GEOID03.
 KV3593
 KV3593;                    North         East     Units Scale Factor Converg.
 KV3593;SPC NJ       -   205,857.868    91,591.051   MT  0.99994198   -0 27 01.8
 KV3593;SPC NJ       -   675,385.36    300,494.97   sFT  0.99994198   -0 27 01.8
 KV3593;SPC PA S     -   153,275.881   816,283.058   MT  0.99996788   +1 39 36.9
 KV3593;SPC PA S     -   502,872.62  2,678,088.67   sFT  0.99996788   +1 39 36.9
 KV3593;UTM  18      - 4,503,865.761   483,858.780   MT  0.99960321   -0 07 28.3
 KV3593
 KV3593                          SUPERSEDED SURVEY CONTROL
 KV3593
 KV3593  NAD 83(1986)-  40 41 07.88552(N)    075 11 27.67617(W) AD(       ) 4
 KV3593  NAD 27      -  40 41 07.52800(N)    075 11 29.04500(W) AD(       ) 3
 KV3593
 KV3593.Superseded values are not recommended for survey control.
 KV3593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3593.See file dsdata.txt to determine how the superseded data were derived.
 KV3593
 KV3593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8385903866(NAD 83)
 KV3593_MARKER: 90 = CHURCH SPIRE
 KV3593
 KV3593  HISTORY     - Date     Condition        Report By
 KV3593  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV3593
 KV3593                          STATION DESCRIPTION
 KV3593
 KV3593'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV3593'THE SPIRE (CROSS) AT THE TOP OF THE CLOCK TOWER ON THE CATHOLIC
 KV3593'CHURCH AT THE SW CORNER OF SOUTH MAIN AND STOCKTON STREETS,
 KV3593'PHILLIPSBURG, N.J.  THE CHURCH IS A RED BRICK WITH A GREY CLOCK
 KV3593'TOWER AND WAS CONSTRUCTED IN 1873.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3582 ***********************************************************************
 KV3582  DESIGNATION -  PHILLIPSBURG HIGH SCH FINIAL
 KV3582  PID         -  KV3582
 KV3582  STATE/COUNTY-  NJ/WARREN
 KV3582  USGS QUAD   -  EASTON (1994)
 KV3582
 KV3582                         *CURRENT SURVEY CONTROL
 KV3582  ___________________________________________________________________
 KV3582* NAD 83(1996)-  40 41 51.94699(N)    075 11 29.21021(W)     ADJUSTED  
 KV3582* NAVD 88     -                                                        
 KV3582  ___________________________________________________________________
 KV3582  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 KV3582  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KV3582
 KV3582  HORZ ORDER  -  THIRD
 KV3582
 KV3582.The horizontal coordinates were established by classical geodetic methods
 KV3582.and adjusted by the National Geodetic Survey in September 1999..
 KV3582
 KV3582
 KV3582.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3582
 KV3582.The geoid height was determined by GEOID03.
 KV3582
 KV3582;                    North         East     Units Scale Factor Converg.
 KV3582;SPC NJ       -   207,217.131    91,565.656   MT  0.99994202   -0 27 03.2
 KV3582;SPC NJ       -   679,844.87    300,411.66   sFT  0.99994202   -0 27 03.2
 KV3582;SPC PA S     -   154,633.322   816,207.614   MT  0.99996877   +1 39 35.9
 KV3582;SPC PA S     -   507,326.16  2,677,841.15   sFT  0.99996877   +1 39 35.9
 KV3582;UTM  18      - 4,505,224.396   483,825.662   MT  0.99960322   -0 07 29.4
 KV3582
 KV3582                          SUPERSEDED SURVEY CONTROL
 KV3582
 KV3582  NAD 83(1986)-  40 41 51.94556(N)    075 11 29.21313(W) AD(       ) 4
 KV3582  NAD 27      -  40 41 51.59000(N)    075 11 30.58000(W) AD(       ) 3
 KV3582
 KV3582.Superseded values are not recommended for survey control.
 KV3582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3582.See file dsdata.txt to determine how the superseded data were derived.
 KV3582
 KV3582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8382605224(NAD 83)
 KV3582_MARKER: 82 = FINIAL
 KV3582
 KV3582  HISTORY     - Date     Condition        Report By
 KV3582  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV3582  HISTORY     - 20051002 GOOD             GEOCAC
 KV3582
 KV3582                          STATION DESCRIPTION
 KV3582
 KV3582'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV3582'THE HIGH SCHOOL IS AT THE N EDGE OF PHILLIPSBURG, N.J.  IT IS A
 KV3582'RED BRICK BUILDING OF COLONIAL DESIGN BUILT IN 1927.  THE MARK IS
 KV3582'THE FINIAL OF A 25-FOOT WHITE CUPOLA ON THE CENTER OF THE BUILDING.
 KV3582
 KV3582                          STATION RECOVERY (2005)
 KV3582
 KV3582'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 KV3582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3583 ***********************************************************************
 KV3583  DESIGNATION -  PHILLIPSBURG INGERSOL RAND STK
 KV3583  PID         -  KV3583
 KV3583  STATE/COUNTY-  NJ/WARREN
 KV3583  USGS QUAD   -  EASTON (1994)
 KV3583
 KV3583                         *CURRENT SURVEY CONTROL
 KV3583  ___________________________________________________________________
 KV3583* NAD 83(1996)-  40 41 34.85652(N)    075 10 07.40217(W)     ADJUSTED  
 KV3583* NAVD 88     -                                                        
 KV3583  ___________________________________________________________________
 KV3583  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 KV3583  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KV3583
 KV3583  HORZ ORDER  -  THIRD
 KV3583
 KV3583.The horizontal coordinates were established by classical geodetic methods
 KV3583.and adjusted by the National Geodetic Survey in September 1999..
 KV3583
 KV3583
 KV3583.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3583
 KV3583.The geoid height was determined by GEOID03.
 KV3583
 KV3583;                    North         East     Units Scale Factor Converg.
 KV3583;SPC NJ       -   206,675.129    93,482.106   MT  0.99993930   -0 26 09.7
 KV3583;SPC NJ       -   678,066.65    306,699.21   sFT  0.99993930   -0 26 09.7
 KV3583;SPC PA S     -   154,162.261   818,142.780   MT  0.99996842   +1 40 29.0
 KV3583;SPC PA S     -   505,780.68  2,684,190.10   sFT  0.99996842   +1 40 29.0
 KV3583;UTM  18      - 4,504,693.488   485,744.517   MT  0.99960250   -0 06 36.0
 KV3583
 KV3583                          SUPERSEDED SURVEY CONTROL
 KV3583
 KV3583  NAD 83(1986)-  40 41 34.85487(N)    075 10 07.40504(W) AD(       ) 4
 KV3583  NAD 27      -  40 41 34.49800(N)    075 10 08.77600(W) AD(       ) 3
 KV3583
 KV3583.Superseded values are not recommended for survey control.
 KV3583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3583.See file dsdata.txt to determine how the superseded data were derived.
 KV3583
 KV3583_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8574504693(NAD 83)
 KV3583_MARKER: 63 = STACK
 KV3583
 KV3583  HISTORY     - Date     Condition        Report By
 KV3583  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV3583  HISTORY     - 20051002 MARK NOT FOUND   GEOCAC
 KV3583
 KV3583                          STATION DESCRIPTION
 KV3583
 KV3583'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3583'THIS INTERSECTION STATION IS THE TALLER OF TWO STACKS AT THE
 KV3583'INGERSOLL RAND COMPANY, AT THE CORNER OF ROSEBERRY AND CENTER
 KV3583'STREETS IN PHILLIPSBURG.  IT IS A RED BRICK STACK ABOUT 150
 KV3583'FEET HIGH.
 KV3583'
 KV3583'THE POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF THE STACK.
 KV3583
 KV3583                          STATION RECOVERY (2005)
 KV3583
 KV3583'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 KV3583'SEVERAL METAL VENT PIPES SEEN, BUT NO BRICK STACK OBSERVED AT THIS
 KV3583'LOCATION.
 KV3583' 
 KV3583'FACILITY NOW KNOWN AS PHILLIPSBURG COMMERCE PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3592 ***********************************************************************
 KV3592  DESIGNATION -  PHILLIPSBURG STANDARD SILK STK
 KV3592  PID         -  KV3592
 KV3592  STATE/COUNTY-  NJ/WARREN
 KV3592  USGS QUAD   -  EASTON (1994)
 KV3592
 KV3592                         *CURRENT SURVEY CONTROL
 KV3592  ___________________________________________________________________
 KV3592* NAD 83(1996)-  40 41 17.48432(N)    075 11 13.13871(W)     ADJUSTED  
 KV3592* NAVD 88     -                                                        
 KV3592  ___________________________________________________________________
 KV3592  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 KV3592  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KV3592
 KV3592  HORZ ORDER  -  THIRD
 KV3592
 KV3592.The horizontal coordinates were established by classical geodetic methods
 KV3592.and adjusted by the National Geodetic Survey in September 1999..
 KV3592
 KV3592
 KV3592.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3592
 KV3592.The geoid height was determined by GEOID03.
 KV3592
 KV3592;                    North         East     Units Scale Factor Converg.
 KV3592;SPC NJ       -   206,151.208    91,934.628   MT  0.99994149   -0 26 52.4
 KV3592;SPC NJ       -   676,347.75    301,622.19   sFT  0.99994149   -0 26 52.4
 KV3592;SPC PA S     -   153,581.684   816,615.606   MT  0.99996807   +1 39 46.3
 KV3592;SPC PA S     -   503,875.91  2,679,179.70   sFT  0.99996807   +1 39 46.3
 KV3592;UTM  18      - 4,504,160.950   484,200.566   MT  0.99960307   -0 07 18.8
 KV3592
 KV3592                          SUPERSEDED SURVEY CONTROL
 KV3592
 KV3592  NAD 83(1986)-  40 41 17.48274(N)    075 11 13.14167(W) AD(       ) 4
 KV3592  NAD 27      -  40 41 17.12600(N)    075 11 14.51400(W) AD(       ) 3
 KV3592
 KV3592.Superseded values are not recommended for survey control.
 KV3592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3592.See file dsdata.txt to determine how the superseded data were derived.
 KV3592
 KV3592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8420104161(NAD 83)
 KV3592_MARKER: 63 = STACK
 KV3592
 KV3592  HISTORY     - Date     Condition        Report By
 KV3592  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV3592
 KV3592                          STATION DESCRIPTION
 KV3592
 KV3592'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3592'THIS INTERSECTION STATION IS THE STACK AT THE STANDARD SILK
 KV3592'PLANT OF THE A.D. JUILLIARD COMPANY.  IT IS A RED BRICK STACK,
 KV3592'175 FEET HIGH, WITH THE NAME STANDARD IN WHITE, VERTICALLY ON THE
 KV3592'STACK.  IT IS AT THE CORNER OF SILK AVENUE AND STOCKTON STREET
 KV3592'IN PHILLIPSBURG.
 KV3592'
 KV3592'THE POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5818 ***********************************************************************
 KV5818  DESIGNATION -  PICKLE RESET
 KV5818  PID         -  KV5818
 KV5818  STATE/COUNTY-  NJ/HUNTERDON
 KV5818  USGS QUAD   -  FLEMINGTON (1977)
 KV5818
 KV5818                         *CURRENT SURVEY CONTROL
 KV5818  ___________________________________________________________________
 KV5818* NAD 83(1996)-  40 35 41.05153(N)    074 49 24.81524(W)     ADJUSTED  
 KV5818* NAVD 88     -       247.7    (meters)     813.     (feet)  VERTCON   
 KV5818  ___________________________________________________________________
 KV5818  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 KV5818  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KV5818
 KV5818  HORZ ORDER  -  FIRST
 KV5818
 KV5818.The horizontal coordinates were established by classical geodetic methods
 KV5818.and adjusted by the National Geodetic Survey in September 1999..
 KV5818
 KV5818.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5818
 KV5818.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5818
 KV5818.The geoid height was determined by GEOID03.
 KV5818
 KV5818;                    North         East     Units Scale Factor Converg.
 KV5818;SPC NJ       -   195,597.877   122,613.897   MT  0.99990923   -0 12 38.0
 KV5818;SPC NJ       -   641,724.03    402,275.76   sFT  0.99990923   -0 12 38.0
 KV5818;UTM  18      - 4,493,785.516   514,929.412   MT  0.99960274   +0 06 53.3
 KV5818
 KV5818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5818!SPC NJ       -   0.99996643  x   0.99990923  =   0.99987566
 KV5818!UTM  18      -   0.99996643  x   0.99960274  =   0.99956918
 KV5818
 KV5818|---------------------------------------------------------------------|
 KV5818| PID    Reference Object                     Distance      Geod. Az  |
 KV5818|                                                           dddmmss.s |
 KV5818| CB5429 PICKLE RM 4                          26.079 METERS 01123     |
 KV5818| KV5789 MT OLIVE RESET                      APPROX.31.7 KM 0165613.9 |
 KV5818| CS4385 PICKLE RM 3                          36.761 METERS 12905     |
 KV5818| CB5430 PICKLE RM 5                          27.365 METERS 27154     |
 KV5818| CS4384 PICKLE RM 2                          57.787 METERS 35903     |
 KV5818|---------------------------------------------------------------------|
 KV5818
 KV5818                          SUPERSEDED SURVEY CONTROL
 KV5818
 KV5818  NAD 83(1986)-  40 35 41.05031(N)    074 49 24.81864(W) AD(       ) 1
 KV5818  NAD 27      -  40 35 40.68200(N)    074 49 26.22600(W) AD(       ) 1
 KV5818  NGVD 29 (07/19/86)  247.9    (m)          813.     (f) VERT ANG       
 KV5818
 KV5818.Superseded values are not recommended for survey control.
 KV5818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5818.See file dsdata.txt to determine how the superseded data were derived.
 KV5818
 KV5818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1492993786(NAD 83)
 KV5818_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV5818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5818_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5818_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5818+STABILITY: SURFACE MOTION
 KV5818
 KV5818  HISTORY     - Date     Condition        Report By
 KV5818  HISTORY     - 1876     MONUMENTED       CGS
 KV5818  HISTORY     - 1935     SEE DESCRIPTION  NJGS
 KV5818  HISTORY     - 1936     GOOD             CGS
 KV5818  HISTORY     - 1937     GOOD             NJGS
 KV5818  HISTORY     - 1955     GOOD             CGS
 KV5818  HISTORY     - 1974     GOOD             NGS
 KV5818  HISTORY     - 1984     GOOD             NGS
 KV5818  HISTORY     - 19981115 GOOD             USPSQD
 KV5818  HISTORY     - 20050416 GOOD             USPSQD
 KV5818
 KV5818                          STATION DESCRIPTION
 KV5818
 KV5818'DESCRIBED BY COAST AND GEODETIC SURVEY 1876 (EAB)
 KV5818'STATION IS ON THE SOUTHERNMOST SUMMIT OF A HIGH HILL LYING TO THE
 KV5818'SW OF ROUND VALLEY.  IT IS ABOUT 3 MILES S 1/2 E OF LEBANON, THE
 KV5818'SAME DISTANCE WSW OF WHITE HORSE RAILROAD STATION, AND 1-1/2 MILES
 KV5818'NE BY N OF STANTON VILLAGE.  THE HIGHER SUMMIT IS ABOUT 1/4 MILE
 KV5818'TO THE NNW.  THE STATION IS ABOUT 5/8 MILE N OF THE ROAD FROM
 KV5818'STANTON TO WHITE HORSE AND THE SAME DISTANCE E OF THE ROAD FROM
 KV5818'STANTON TO LEBANON.  IT IS ON LAND OWNED BY JOHN V. SCHOMP OF
 KV5818'RARITAN, AND THE NEAREST HOUSE IS THAT OF G.W. COOK ABOUT 3/8
 KV5818'MILE TO THE WNW.  THE STATION IS MOST READILY REACHED BY THE
 KV5818'W SIDE OF THE HILL.  A WOOD ROAD, WHICH IS THE COMBINATION OF
 KV5818'MARY MC CLOUGHANS FARM ROAD, PASSES ABOUT 25 FEET N OF THE
 KV5818'STATION.  THE STATION IS MARKED BY THE INTERSECTION OF CROSS LINES
 KV5818'CUT ON THE TOP OF A 6- BY 6-INCH STONE POST, SET SO AS TO
 KV5818'PROJECT 6 INCHES.  ANOTHER STONE OF 1 CUBIC FOOT
 KV5818'DIMENSIONS, IS DIRECTLY UNDER THIS AND HAS INTERSECTING LINES
 KV5818'CUT ON ITS UPPER FACE.  THE SUBSURFACE STONE WILL ONLY BE
 KV5818'REFERRED TO IN CASE OF THE REMOVAL (OF DISTURBANCE) OF THE
 KV5818'POST.
 KV5818
 KV5818                          STATION RECOVERY (1935)
 KV5818
 KV5818'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1935
 KV5818'STATION RECOVERED AS ORIGINALLY DESCRIBED.
 KV5818'
 KV5818'TWO REFERENCES GIVEN IN ORIGINAL DESCRIPTION HAVE BEEN DESTROYED.
 KV5818'
 KV5818'THE SURFACE MONUMENT MEASURING 2 FEET LONG BY 6 INCHES SQUARE
 KV5818'HAD BEEN DISTURBED AND WAS FOUND TO BE LEANING.  THE SUBSURFACE
 KV5818'MARK WAS UNDISTURBED.  A NEW SURFACE MONUMENT WAS PLACED
 KV5818'CONSISTING OF A STANDARD U.S.C. AND G.S. DISK STAMPED PICKLE
 KV5818'1876-1935 SET IN A FIELD CAST CONCRETE MONUMENT MEASURING 1 FOOT
 KV5818'SQUARE AT TOP, 2 FEET SQUARE AT BOTTOM BY 3 FEET DEEP.  THE TOP
 KV5818'OF THE MONUMENT IS ABOUT 1 FOOT ABOVE GRADE.  A LAYER OF SAND
 KV5818'ABOUT 2 INCHES THICK WAS PLACED BETWEEN THE SUBSURFACE AND
 KV5818'SURFACE MONUMENTS.
 KV5818'
 KV5818'THREE NEW REFERENCE MARKS ARE STANDARD U.S.C. AND G.S. BRONZE
 KV5818'REFERENCE DISKS SET IN FIELD CAST CONCRETE MONUMENTS WERE
 KV5818'ESTABLISHED.
 KV5818'
 KV5818'TO REACH THE STATION FROM THE TOWN OF STANTON, PROCEED FROM
 KV5818'INTERSECTION OF SECONDARY HIGHWAY TO WHITE HOUSE AND SECONDARY
 KV5818'HIGHWAY TO LEBANON ALONG THE LATTER HIGHWAY A DISTANCE OF 1.4
 KV5818'MILES.  TAKE RIGHT FORK 0.1 MILE BEYOND TO HOUSE OF
 KV5818'MRS. MC CLOUGHAN, TURN RIGHT ALONG A FARM ROAD AND LEFT ALONG AN
 KV5818'OLD WOOD ROAD A DISTANCE OF 0.25 MILE TO REFERENCE MARK NO. 1
 KV5818'LOCATED IN A FIELD BESIDE THE ROAD.
 KV5818
 KV5818                          STATION RECOVERY (1936)
 KV5818
 KV5818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JPL)
 KV5818'STATION WAS RE-MARKED BY THE NEW JERSEY CONTROL SURVEY IN
 KV5818'1935.  THE DESCRIPTION AS SUBMITTED BY THE NEW JERSEY CONTROL
 KV5818'SURVEY IS ADEQUATE AND CORRECT.  MARKS FOUND IN EXCELLENT
 KV5818'CONDITION.
 KV5818
 KV5818                          STATION RECOVERY (1937)
 KV5818
 KV5818'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1937
 KV5818'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED AND RE-MARKED
 KV5818'IN 1935.
 KV5818
 KV5818                          STATION RECOVERY (1955)
 KV5818
 KV5818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RGB)
 KV5818'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THE OWNER OF THE
 KV5818'WOODS LOT ON WHICH STATION IS LOCATED IS MOST EMPHATIC THAT
 KV5818'PERMISSION BE OBTAINED AT THE MC CLOUGHAM DWELLING BEFORE ENTERING
 KV5818'THE PROPERTY.
 KV5818
 KV5818                          STATION RECOVERY (1974)
 KV5818
 KV5818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 KV5818'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES ON LINE.
 KV5818'
 KV5818'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 KV5818'CONDITION.  REFERENCE MARKS 1, 2, AND 3 WAS SEARCHED FOR BUT NOT
 KV5818'RECOVERED.  REFERENCE MARKS 4 AND 5 WAS ESTABLISHED AT THIS TIME,
 KV5818'BUT NO SUITABLE PLACE WAS FOUND TO SET AN AZIMUTH MARK, FOLLOWING
 KV5818'IS A NEW AND COMPLETE DESCRIPTION--
 KV5818'
 KV5818'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF FLEMINGTON,
 KV5818'3 MILES NORTHEAST OF STANTON AND 3 MILES SOUTHWEST OF WHITEHOUSE
 KV5818'STATION, AND IS ON PROPERTY OWNED BY MR. RYMAN HERR JR. LEBANON,
 KV5818'NEW JERSEY, PHONE NUMBER 236-6565.
 KV5818'
 KV5818'TO REACH THE STATION FROM THE STANTON REFORMED CHURCH AND THE
 KV5818'STANTON GENERAL STORE AT A T-INTERSECTION IN STANTON.  GO
 KV5818'NORTHERLY ON STANTON MOUNTAIN ROAD FOR 1.3 MILES TO A SIDE ROAD
 KV5818'LEFT AND A PRIVATE ROAD STRAIGHT AHEAD, CONTINUE AHEAD ON PRIVATE
 KV5818'ROAD FOR 0.1 MILE TO MR. HERRS HOUSE ON THE RIGHT, CONTINUE AHEAD
 KV5818'ON PRIVATE ROAD LEADING TO MR. SCHARRS HOME FOR 0.25 MILE TO A
 KV5818'FIELD ROAD ON THE RIGHT AND A LOCKED CABLE GATE, TURN RIGHT
 KV5818'PASSING THROUGH GATE AND GO EAST UP A SLIGHT GRADE ON THE FIELD
 KV5818'ROAD FOR 0.2 MILE TO THE TOP OF HILL AND A WOODS ROAD RIGHT,
 KV5818'TURN RIGHT AND GO SOUTHWEST ON WOODS ROAD FOR ABOUT 200 FEET
 KV5818'AND THE STATION ON THE LEFT.
 KV5818'
 KV5818'THE STATION MARK, A STANDARD DISK STAMPED PICKLE 1876 1935 IS
 KV5818'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 KV5818'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET EAST OF WOODS
 KV5818'ROAD, 19 FEET NORTH OF A LEANING 14 INCH OAK TREE AND 5.8 FEET
 KV5818'WEST-NORTHWEST OF A METAL WITNESS POST.
 KV5818'
 KV5818'REFERENCE MARK 4, A STANDARD DISK STAMPED PICKLE 1876 NO 4 1974
 KV5818'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KV5818'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 49 FEET EAST
 KV5818'OF THE WOODS ROAD, 6 FEET SOUTHWEST OF A 16 INCH OAK TREE AND
 KV5818'3.5 FEET NORTHWEST OF A METAL WITNESS POST.  NOTE 11B.
 KV5818'
 KV5818'REFERENCE MARK 5, A STANDARD DISK STAMPED PICKLE 1876 NO 5
 KV5818'1974 IS CEMENTED IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 KV5818'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 70 FEET
 KV5818'WEST OF THE WOODS ROAD AND 2 FEET NORTHEAST OF A METAL WITNESS
 KV5818'POST.  NOTE 12A.
 KV5818'
 KV5818'HEIGHT OF LIGHT ABOVE STATION MARK 111.4 FEET.
 KV5818'
 KV5818'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5818'3.0 MILES NORTHEAST OF STANTON.
 KV5818
 KV5818                          STATION RECOVERY (1984)
 KV5818
 KV5818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 KV5818'THE STATION WAS RECOVERED AT THIS DATE.
 KV5818'THE STATION AND ALL FOUR REFERENCE MARKS WERE RECOVERED AND FOUND IN
 KV5818'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND. IT
 KV5818'IS HIGHLY POSSIBLE THAT IT STILL REMAINS INTACT BUT DUE TO LACK OF
 KV5818'VISIBILITY, IT WAS IMPOSSIBLE TO LOCATE AT THIS DATE.  A NEW WITNESS
 KV5818'POST WAS SET AT EACH MARK.  A SHORTER DISTANCE OF
 KV5818'0.041 METERS (0.14 FT)
 KV5818'WAS FOUND TO REFERENCE MARK FOUR.  A SHORTER DISTANCE OF 0.020
 KV5818'METER (0.07 FT) WAS FOUND TO REFERENCE MARK FIVE.  THE SLOPE
 KV5818'TO THE TWO MARKS WERE WITHIN CLOSE AGREEMENT WITH THE MOST RECENT
 KV5818'INFORMATION AVAILABLE.
 KV5818'THE INITIAL STATION SHOWN ON THE 1974 RECOVERY FOR THIS STATION
 KV5818'APPEARS TO BE IN ERROR.  IT SHOULD BE SHOWN AS CROTON 2, NOT MT
 KV5818'OLIVE 1879.
 KV5818'NO OTHER CHANGES WERE FOUND AT THIS STATION.
 KV5818'
 KV5818'DESCRIBED BY--RALPH G POUST
 KV5818
 KV5818                          STATION RECOVERY (1998)
 KV5818
 KV5818'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV5818'RECOVERED IN GOOD CONDITION.
 KV5818
 KV5818                          STATION RECOVERY (2005)
 KV5818
 KV5818'RECOVERY NOTE BY US POWER SQUADRON 2005 (JC)
 KV5818'TO REACH THE STATION FROM THE STANTON REFORMED CHURCH AT THE
 KV5818'T-INTERSECTION IN STANTON, GO NORTHERLY ON STANTON MOUNTAIN ROAD FOR
 KV5818'1.3 MILES WHERE THE ROAD TURNS LEFT AND A PRIVATE DIRT ROAD IS STRAGHT
 KV5818'AHEAD.  CONTINUE ON THE DIRT ROAD PAST A HOUSE AND BARN ON THE RIGHT
 KV5818'TO A HOUSE ON THE LEFT.  TURN RIGHT AND FOLLOW DIRT
 KV5818'ROAD INTO FIELD AND PAST A BARN ON RIGHT, TURNING RIGHT AT BARN INTO
 KV5818' 
 KV5818'OPEN FIELD.
 KV5818' IN THE SE (FAR) CORNER OF THIS FIELD, WALK SE INTO WOODS ON A WOOD
 KV5818'ROAD/TRAIL PASSING THROUGH AN OPENING IN A LOW STONE FENCE.  WITNESS
 KV5818'POST IS ON LEFT 165 FEET PAST STONE WALL.  MARKER IS 12 FEET FROM
 KV5818'WITNESS POST IN NE DIRECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4253 ***********************************************************************
 KV4253  DESIGNATION -  PILE
 KV4253  PID         -  KV4253
 KV4253  STATE/COUNTY-  NJ/HUDSON
 KV4253  USGS QUAD   -  JERSEY CITY (1981)
 KV4253
 KV4253                         *CURRENT SURVEY CONTROL
 KV4253  ___________________________________________________________________
 KV4253* NAD 83(1996)-  40 44 16.01595(N)    074 05 42.84086(W)     ADJUSTED  
 KV4253* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4253  ___________________________________________________________________
 KV4253  LAPLACE CORR-           6.43  (seconds)                    DEFLEC99
 KV4253  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KV4253
 KV4253  HORZ ORDER  -  THIRD
 KV4253
 KV4253.The horizontal coordinates were established by classical geodetic methods
 KV4253.and adjusted by the National Geodetic Survey in September 1999..
 KV4253
 KV4253.The orthometric height was scaled from a topographic map.
 KV4253
 KV4253.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4253
 KV4253.The geoid height was determined by GEOID03.
 KV4253
 KV4253;                    North         East     Units Scale Factor Converg.
 KV4253;SPC NJ       -   211,509.635   184,186.328   MT  0.99991438   +0 15 50.9
 KV4253;SPC NJ       -   693,927.86    604,284.64   sFT  0.99991438   +0 15 50.9
 KV4253;SPC NY L     -    63,424.405   291,955.863   MT  0.99999681   -0 03 44.2
 KV4253;SPC NY L     -   208,084.90    957,858.53   sFT  0.99999681   -0 03 44.2
 KV4253;UTM  18      - 4,510,042.709   576,393.481   MT  0.99967183   +0 35 25.7
 KV4253
 KV4253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4253!SPC NJ       -   1.00000493  x   0.99991438  =   0.99991931
 KV4253!SPC NY L     -   1.00000493  x   0.99999681  =   1.00000174
 KV4253!UTM  18      -   1.00000493  x   0.99967183  =   0.99967675
 KV4253
 KV4253:                Primary Azimuth Mark                     Grid Az
 KV4253:SPC NJ       -  TRAP                                     012 41 13.0
 KV4253:SPC NY L     -  TRAP                                     013 00 48.1
 KV4253:UTM  18      -  TRAP                                     012 21 38.2
 KV4253
 KV4253|---------------------------------------------------------------------|
 KV4253| PID    Reference Object                     Distance      Geod. Az  |
 KV4253|                                                           dddmmss.s |
 KV4253| KV4115 TRAP                                APPROX. 2.3 KM 0125703.9 |
 KV4253| KV4111 SECAUCUS TB HOSP PWRHSE SW CHY      APPROX. 2.4 KM 0180617.6 |
 KV4253| CB5431 PILE RM 1                            15.374 METERS 05130     |
 KV4253| KV4251 JERSEY CITY GAS ELEC W CHIMNEY      APPROX. 2.0 KM 0632602.7 |
 KV4253| KV4260 HARBOR LINE 1913 RM 1               415.897 METERS 1221224.9 |
 KV4253| KV4259 MEADOW                              365.924 METERS 12712     |
 KV4253| KV4329 STONE CHURCH SPIRE                  APPROX. 2.0 KM 1372319.5 |
 KV4253| KV4271 NEW CHIMNEY                         351.257 METERS 22619     |
 KV4253| KV4254 HARBOR LINE 1913 RM 2                39.723 METERS 30830     |
 KV4253| CB5432 PILE RM 2                            17.102 METERS 32004     |
 KV4253|---------------------------------------------------------------------|
 KV4253
 KV4253                          SUPERSEDED SURVEY CONTROL
 KV4253
 KV4253  NAD 83(1996)-  40 44 16.01585(N)    074 05 42.84099(W) AD(       ) 3
 KV4253  NAD 83(1996)-  40 44 16.01493(N)    074 05 42.84286(W) AD(       ) 3
 KV4253  NAD 83(1992)-  40 44 16.01448(N)    074 05 42.84345(W) AD(       ) 3
 KV4253  NAD 83(1986)-  40 44 16.01502(N)    074 05 42.84409(W) AD(       ) 3
 KV4253  NAD 27      -  40 44 15.64600(N)    074 05 44.33000(W) AD(       ) 3
 KV4253
 KV4253.Superseded values are not recommended for survey control.
 KV4253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4253.See file dsdata.txt to determine how the superseded data were derived.
 KV4253
 KV4253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7639310043(NAD 83)
 KV4253_MARKER: DS = TRIANGULATION STATION DISK
 KV4253_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4253_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4253
 KV4253  HISTORY     - Date     Condition        Report By
 KV4253  HISTORY     - 1913     MONUMENTED       CGS
 KV4253  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4253
 KV4253                          STATION DESCRIPTION
 KV4253
 KV4253'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4253'STATION IS ON THE W SIDE OF HACKENSACK RIVER ABOUT 3/4 MILE
 KV4253'ABOVE THE PLANK ROAD BRIDGE, 1/2 MILE BELOW THE PENNSYLVANIA
 KV4253'RAILROAD BRIDGE, AND 300 METERS ABOVE THE VACKEYS MANUFACTURING
 KV4253'ESTABLISHMENT.  THE STATION IS ABOUT 20 METERS FROM THE SHORE
 KV4253'AND ON THE E EDGE OF THE RAISED FOOT PATH ACROSS THE MEADOWS.
 KV4253'
 KV4253'THE MARK IS A C. AND G.S. STANDARD BRASS DISK SET IN THE TOP
 KV4253'OF A PIECE OF 5-INCH TILE PIPE FILLED WITH CONCRETE AND SUNK TO
 KV4253'THE SURFACE LEVEL.
 KV4253'
 KV4253'THE SUBSURFACE MARK IS A BURIED BOTTLE SET IN CONCRETE.
 KV4253'
 KV4253'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CONCRETE CONTAINED
 KV4253'IN A PIECE OF 3-INCH TILE PIPE ARE PLACED RESPECTIVELY, 50.44
 KV4253'FEET N 64 DEG E AND 56.11 FEET N 29 DEG W FROM THE STATION.
 KV4253
 KV4253                          STATION RECOVERY (1931)
 KV4253
 KV4253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4253'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2807 ***********************************************************************
 JU2807  DESIGNATION -  PILE 14A ABANDONED LIGHT
 JU2807  PID         -  JU2807
 JU2807  STATE/COUNTY-  NJ/ATLANTIC
 JU2807  USGS QUAD   -  OCEANVILLE (1989)
 JU2807
 JU2807                         *CURRENT SURVEY CONTROL
 JU2807  ___________________________________________________________________
 JU2807* NAD 83(1996)-  39 23 48.90251(N)    074 26 59.57006(W)     ADJUSTED  
 JU2807* NAVD 88     -                                                        
 JU2807  ___________________________________________________________________
 JU2807  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 JU2807  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JU2807
 JU2807  HORZ ORDER  -  THIRD
 JU2807
 JU2807.The horizontal coordinates were established by classical geodetic methods
 JU2807.and adjusted by the National Geodetic Survey in September 1999..
 JU2807
 JU2807
 JU2807.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2807
 JU2807.The geoid height was determined by GEOID03.
 JU2807
 JU2807;                    North         East     Units Scale Factor Converg.
 JU2807;SPC NJ       -    62,562.734   154,316.873   MT  0.99990023   +0 01 54.5
 JU2807;SPC NJ       -   205,257.90    506,287.94   sFT  0.99990023   +0 01 54.5
 JU2807;UTM  18      - 4,360,968.766   547,368.660   MT  0.99962763   +0 20 57.0
 JU2807
 JU2807                          SUPERSEDED SURVEY CONTROL
 JU2807
 JU2807  NAD 83(1986)-  39 23 48.89193(N)    074 26 59.56180(W) AD(       ) 4
 JU2807  NAD 27      -  39 23 48.47000(N)    074 27 01.02000(W) AD(       ) 3
 JU2807
 JU2807.Superseded values are not recommended for survey control.
 JU2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2807.See file dsdata.txt to determine how the superseded data were derived.
 JU2807
 JU2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4736960969(NAD 83)
 JU2807_MARKER: 14 = NAVIGATION LIGHT
 JU2807
 JU2807  HISTORY     - Date     Condition        Report By
 JU2807  HISTORY     - 1950     FIRST OBSERVED   CGS
 JU2807
 JU2807                          STATION DESCRIPTION
 JU2807
 JU2807'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5733 ***********************************************************************
 KV5733  DESIGNATION -  PINE
 KV5733  PID         -  KV5733
 KV5733  STATE/COUNTY-  NJ/BURLINGTON
 KV5733  USGS QUAD   -  BEVERLY (1973)
 KV5733
 KV5733                         *CURRENT SURVEY CONTROL
 KV5733  ___________________________________________________________________
 KV5733* NAD 83(1996)-  40 03 11.27089(N)    074 57 23.38616(W)     ADJUSTED  
 KV5733* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KV5733  ___________________________________________________________________
 KV5733  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 KV5733  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV5733
 KV5733  HORZ ORDER  -  SECOND
 KV5733
 KV5733.The horizontal coordinates were established by classical geodetic methods
 KV5733.and adjusted by the National Geodetic Survey in September 1999..
 KV5733
 KV5733.The orthometric height was scaled from a topographic map.
 KV5733
 KV5733.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5733
 KV5733.The geoid height was determined by GEOID03.
 KV5733
 KV5733;                    North         East     Units Scale Factor Converg.
 KV5733;SPC NJ       -   135,513.048   111,052.085   MT  0.99991867   -0 17 37.5
 KV5733;SPC NJ       -   444,595.72    364,343.38   sFT  0.99991867   -0 17 37.5
 KV5733;SPC PA S     -    83,692.050   838,319.382   MT  0.99998343   +1 48 44.7
 KV5733;SPC PA S     -   274,579.67  2,750,386.17   sFT  0.99998343   +1 48 44.7
 KV5733;UTM  18      - 4,433,655.152   503,710.595   MT  0.99960017   +0 01 40.8
 KV5733
 KV5733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5733!SPC NJ       -   1.00000459  x   0.99991867  =   0.99992326
 KV5733!SPC PA S     -   1.00000459  x   0.99998343  =   0.99998802
 KV5733!UTM  18      -   1.00000459  x   0.99960017  =   0.99960475
 KV5733
 KV5733:                Primary Azimuth Mark                     Grid Az
 KV5733:SPC NJ       -  ANDALUSIA 2                              005 09 03.5
 KV5733:SPC PA S     -  ANDALUSIA 2                              003 02 41.3
 KV5733:UTM  18      -  ANDALUSIA 2                              004 49 45.2
 KV5733
 KV5733|---------------------------------------------------------------------|
 KV5733| PID    Reference Object                     Distance      Geod. Az  |
 KV5733|                                                           dddmmss.s |
 KV5733| KV5734 ANDALUSIA 2                         APPROX. 0.9 KM 0045126.0 |
 KV5733| CB5434 PINE WM 1                                          12313     |
 KV5733| CB5433 PINE RM 1                            13.903 METERS 20142     |
 KV5733| CB5435 PINE WM 2                            14.452 METERS 20336     |
 KV5733| KV5724 TORRESDALE EDEN HALL CLOCKTWR       APPROX. 2.9 KM 2713333.4 |
 KV5733|---------------------------------------------------------------------|
 KV5733
 KV5733                          SUPERSEDED SURVEY CONTROL
 KV5733
 KV5733  NAD 83(1991)-  40 03 11.26967(N)    074 57 23.38749(W) AD(       ) 2
 KV5733  NAD 83(1986)-  40 03 11.26980(N)    074 57 23.38731(W) AD(       ) 2
 KV5733  NAD 27      -  40 03 10.86900(N)    074 57 24.77900(W) AD(       ) 2
 KV5733
 KV5733.Superseded values are not recommended for survey control.
 KV5733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5733.See file dsdata.txt to determine how the superseded data were derived.
 KV5733
 KV5733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0371133655(NAD 83)
 KV5733_MARKER: DS = TRIANGULATION STATION DISK
 KV5733_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV5733_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5733_MARK LOGO: CGS   
 KV5733_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5733+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1990
 KV5733
 KV5733  HISTORY     - Date     Condition        Report By
 KV5733  HISTORY     - 1911     MONUMENTED       CGS
 KV5733  HISTORY     - 1935     GOOD             CGS
 KV5733  HISTORY     - 1947     GOOD             CGS
 KV5733  HISTORY     - 19900524 GOOD             NJGS
 KV5733
 KV5733                          STATION DESCRIPTION
 KV5733
 KV5733'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5733'STATION IS IN DELANCO, ON DELAWARE AVENUE, ABOUT 60 METERS SW FROM
 KV5733'HAZEL AVENUE, 15.05 METERS SE FROM OUTSIDE EDGE RIVER WALL, 3.60
 KV5733'METERS S OF A SMALL EVERGREEN TREE, 3.70 METERS NW FROM CENTER
 KV5733'OF A SUNDIAL.  STATION, NOTES 6B AND 10A, IS 4 INCHES
 KV5733'UNDERGROUND.
 KV5733'
 KV5733'REFERENCE MARK NO.1 IS A NAIL CONCRETED IN UPPER END OF A TILE
 KV5733'PIPE SURROUNDED BY CONCRETE.
 KV5733'
 KV5733'WITNESS MARK NO.1 IS THE CENTER OF A CROSS IN TOP OF A 6-BY
 KV5733'6-INCH CONCRETE POST ON S EDGE OF SIDEWALK ACROSS DELAWARE AVENUE
 KV5733'AND S OF STATION.
 KV5733'
 KV5733'WITNESS MARK NO.2 IS A 5-BY 5-INCH PROPERTY MONUMENT.
 KV5733'
 KV5733'MAIN SCHEME STATION.
 KV5733'
 KV5733'ELEVATION OF SIGNAL 1.5 METERS.
 KV5733
 KV5733                          STATION RECOVERY (1947)
 KV5733
 KV5733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5733'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5733'ADEQUATE.
 KV5733
 KV5733                          STATION RECOVERY (1990)
 KV5733
 KV5733'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV5733'THE STATION IS LOCATED IN DELANCO TOWNSHIP ON THE NORTH SIDE OF
 KV5733'DELAWARE AVENUE.  THE STATION IS ON THE PROPERTY OF HOUSE NUMBER 725
 KV5733'DELAWARE AVENUE, DELANCO.  TO REACH THE STATION FROM THE BRIDGE
 KV5733'SPANNING THE RANCOCAS CREEK, GO NORTH THEN NORTHEAST ON BURLINGTON
 KV5733'AVENUE FOR 0.55 MI (0.89 KM) TO THE INTERSECTION WITH HAZEL AVENUE ON
 KV5733'THE LEFT.  TURN LEFT AND GO NORTHWEST ON HAZEL AVENUE FOR 0.20 MI
 KV5733'(0.32 KM) TO THE JUNCTION WITH DELAWARE AVENUE.  TURN LEFT AND GO
 KV5733'SOUTHWEST ON DELAWARE AVENUE FOR 64.9 M (212.9 FT) TO THE STATION ON
 KV5733'THE RIGHT OPPOSITE A 1.5 STORY STONE DWELLING, HOUSE NUMBER 725.  THE
 KV5733'STATION IS 64.9 M (212.9 FT) SOUTHWEST FROM THE SOUTHWEST CURBLINE OF
 KV5733'HAZEL AVENUE EXTENDED, 10.65 M (34.94 FT) NORTHWEST FROM THE NORTHWEST
 KV5733'CURBLINE OF DELAWARE AVENUE, 21.95 M (72.01 FT) NORTHWEST FROM WITNESS
 KV5733'MONUMENT NUMBER 1, 5.5 M (18.0 FT) SOUTHEAST FROM A 16 INCH MAPLE
 KV5733'TREE, 15.40 M (50.52 FT) SOUTHEAST FROM A CONCRETE RETAINING WALL, 3.7
 KV5733'M (12.1 FT) NORTHWEST FROM A TREE STUMP IN A CRESCENT SHAPED IVY BED
 KV5733'AND 36.3 M (119.1 FT) SOUTHWEST FROM A 4 INCH IRON PIPE, 6 FT (1.8 M)
 KV5733'HIGH, WITH FLANGE ADJACENT TO THE RETAINING WALL.  THE STATION IS 0.1
 KV5733'M (0.3 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4901 ***********************************************************************
 KV4901  DESIGNATION -  PINE BROOK
 KV4901  PID         -  KV4901
 KV4901  STATE/COUNTY-  NJ/MORRIS
 KV4901  USGS QUAD   -  CALDWELL (1995)
 KV4901
 KV4901                         *CURRENT SURVEY CONTROL
 KV4901  ___________________________________________________________________
 KV4901* NAD 83(1996)-  40 51 35.53907(N)    074 20 27.85057(W)     ADJUSTED  
 KV4901* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 KV4901  ___________________________________________________________________
 KV4901  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 KV4901  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KV4901
 KV4901  HORZ ORDER  -  SECOND
 KV4901
 KV4901.The horizontal coordinates were established by classical geodetic methods
 KV4901.and adjusted by the National Geodetic Survey in September 1999..
 KV4901
 KV4901.The orthometric height was scaled from a topographic map.
 KV4901
 KV4901.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4901
 KV4901.The geoid height was determined by GEOID03.
 KV4901
 KV4901;                    North         East     Units Scale Factor Converg.
 KV4901;SPC NJ       -   224,999.702   163,398.580   MT  0.99990221   +0 06 14.3
 KV4901;SPC NJ       -   738,186.52    536,083.51   sFT  0.99990221   +0 06 14.3
 KV4901;UTM  18      - 4,523,410.629   555,534.434   MT  0.99963796   +0 25 51.9
 KV4901
 KV4901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4901!SPC NJ       -   0.99999512  x   0.99990221  =   0.99989733
 KV4901!UTM  18      -   0.99999512  x   0.99963796  =   0.99963308
 KV4901
 KV4901                          SUPERSEDED SURVEY CONTROL
 KV4901
 KV4901  NAD 83(1996)-  40 51 35.53887(N)    074 20 27.85098(W) AD(       ) 2
 KV4901  NAD 83(1986)-  40 51 35.53917(N)    074 20 27.84659(W) AD(       ) 2
 KV4901  NAD 27      -  40 51 35.18000(N)    074 20 29.30900(W) AD(       ) 2
 KV4901
 KV4901.Superseded values are not recommended for survey control.
 KV4901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4901.See file dsdata.txt to determine how the superseded data were derived.
 KV4901
 KV4901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5553423411(NAD 83)
 KV4901_MARKER: DS = TRIANGULATION STATION DISK
 KV4901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4901_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV4901_STAMPING: PINE BROOK 1935
 KV4901_MARK LOGO: CGS   
 KV4901_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV4901+STABILITY: SURFACE MOTION
 KV4901
 KV4901  HISTORY     - Date     Condition        Report By
 KV4901  HISTORY     - 1935     MONUMENTED       CGS
 KV4901  HISTORY     - 1938     GOOD             NJDCED
 KV4901  HISTORY     - 1980     GOOD             NGS
 KV4901  HISTORY     - 19860905 SEE DESCRIPTION  NGS
 KV4901
 KV4901                          STATION DESCRIPTION
 KV4901
 KV4901'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV4901'THE STATION IS A TRIANGULATION STATION OF THE PASSAIC VALLEY FLOOD
 KV4901'CONTROL COMMISSION LOCATED IN THE VILLAGE OF PINE BROOK.  IT IS ON
 KV4901'TOP OF A 20-FOOT HIGH ROAD BANK ABOUT 50 FEET S OF THE CENTER LINE
 KV4901'OF ROUTE 6 AND ABOUT 0.3 MILE E OF THE ROCKAWAY RIVER BRIDGE IN
 KV4901'PINE BROOK.  IT IS ALSO 3.8 MILES E OF THE JERSEY CITY RESERVOIR,
 KV4901'AND PROJECTS 6 INCHES.
 KV4901'
 KV4901'THE STATION WAS USED AS A CUT-IN STATION.  IT COULD NOT BE
 KV4901'OCCUPIED WITH AN INSTRUMENT AS THERE WAS NO TRIPOD, AND NO WAY TO
 KV4901'BUILD ONE EXCEPT AS PART OF THE LIGHT STAND, WHICH WAS NOT A
 KV4901'RIGID ENOUGH STRUCTURE.
 KV4901'
 KV4901'THE PASSAIC VALLEY FLOOD CONTROL COMMISSIONS MARKS WERE REPLACED
 KV4901'BY STANDARD U.S.C. AND G.S. MARKS AS FOLLOWS--
 KV4901'
 KV4901'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 KV4901'SET IN CONCRETE.
 KV4901'
 KV4901'STATION MARK IS STAMPED PINE BROOK 1935.
 KV4901'
 KV4901'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN A LARGE ROCK.
 KV4901'
 KV4901'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN A LARGE ROCK
 KV4901'ACROSS THE HIGHWAY.
 KV4901'
 KV4901'AZIMUTH MARK IS SE OF THE CENTER LINE OF ROAD IN WHAT WOULD BE THE
 KV4901'CURB LINE WERE THERE ONE, 0.1 MILE NW OF T ROAD.  MARK IS SET FLUSH
 KV4901'WITH GROUND.
 KV4901'
 KV4901'TO REACH FROM DOVER, GO E ON ROUTE 6 FOR APPROXIMATELY 15 MILES
 KV4901'TO THE VILLAGE OF PINE BROOK UNTIL YOU COME TO THE ROCKAWAY RIVER
 KV4901'BRIDGE IN PINE BROOK.  CONTINUE E ON ROUTE 6 FOR 0.3 MILE TO WHERE
 KV4901'THE ROAD CUTS THROUGH A LARGE ROCK OUTCROP.  THE STATION IS IN THE
 KV4901'APPROXIMATE CENTER OF THE 20-FOOT HIGH ROAD BANK ON THE S SIDE OF
 KV4901'ROUTE 6.
 KV4901
 KV4901                          STATION RECOVERY (1938)
 KV4901
 KV4901'RECOVERY NOTE BY NJ CONS AND ECON DEV 1938
 KV4901'STATION RECOVERED AS DESCRIBED.
 KV4901
 KV4901                          STATION RECOVERY (1980)
 KV4901
 KV4901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 KV4901'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 KV4901'CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 KV4901'FOUND.  THERE IS NO SUITABLE LOCATION TO SET A NEW AZIMUTH MARK AT
 KV4901'THIS DATE.
 KV4901
 KV4901                          STATION RECOVERY (1986)
 KV4901
 KV4901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 KV4901'PINE BROOK SURFACE AND UNDERGROUND MARKS, ALONG WITH RM 1, WERE
 KV4901'DESTROYED BY ROAD WIDENING.  PRIOR TO THIS DESTRUCTION, PINE BROOK RM
 KV4901'3 WAS ESTABLISHED, IN DECEMBER 1985, ACROSS THE ROAD FROM THE OLD
 KV4901'STATION, ON THE SAME SIDE OF BLOOMFIELD AVE AS RM 2.  STATION SURFACE
 KV4901'MARK WAS TORN OUT DURING THE 1985 WORK AND THE BALANCE OF WORK WAS
 KV4901'COMPLETED FROM THE UNDERGROUND MARK.  ANGLES AND DISTANCES TO THE RMS
 KV4901'FROM TRHE UNDERGROUND MARK DISAGREE SLIGHTLY.  UNDERGROUND MARK MAY
 KV4901'HAVE BEEN DISTURBED BY THE REMOVAL OF THE SURFACE MARK.
 KV4901' 
 KV4901'REFERENCE MARK NO 3 IS A STANDARD NJGS MARK STAMPED--PINE BROOK 1935
 KV4901'RM 3 1985--, SET IN THE OUTCROP OF A HILL ON THE NORTH SIDE OF
 KV4901'BLOOMFIELD AVENUE, 220 FEET FROM THE INTERSECTION OF BLOOMFIELD AVENUE
 KV4901'AND HOOK MOUNTAIN ROAD.
 KV4901' 
 KV4901'REFERENCE MARK NO 2 IS A STANDARD CGS MARK STAMPED--PINE BROOK 1935 NO
 KV4901'2 1935--,SET IN THE OUTCROP OF A HILL ON THE NORTH SIDE OF BLOOMFIELD
 KV4901'AVENUE, 400 FEET FROM THE INTERSECTION OF BLOOMFIELD AVENUE AND HOOK
 KV4901'MOUNTAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3013 ***********************************************************************
 JU3013  DESIGNATION -  PINE HILL 1838
 JU3013  PID         -  JU3013
 JU3013  STATE/COUNTY-  NJ/CAMDEN
 JU3013  USGS QUAD   -  CLEMENTON (1981)
 JU3013
 JU3013                         *CURRENT SURVEY CONTROL
 JU3013  ___________________________________________________________________
 JU3013* NAD 83(1996)-  39 47 54.09859(N)    074 59 34.85012(W)     ADJUSTED  
 JU3013* NAVD 88     -        61.0    (meters)     200.     (feet)  VERTCON   
 JU3013  ___________________________________________________________________
 JU3013  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 JU3013  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU3013
 JU3013  HORZ ORDER  -  FIRST
 JU3013
 JU3013.The horizontal coordinates were established by classical geodetic methods
 JU3013.and adjusted by the National Geodetic Survey in September 1999..
 JU3013
 JU3013.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3013
 JU3013.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3013
 JU3013.The geoid height was determined by GEOID03.
 JU3013
 JU3013;                    North         East     Units Scale Factor Converg.
 JU3013;SPC NJ       -   107,244.364   107,780.195   MT  0.99992194   -0 18 56.1
 JU3013;SPC NJ       -   351,850.88    353,608.86   sFT  0.99992194   -0 18 56.1
 JU3013;SPC PA S     -    55,319.933   836,087.975   MT  1.00002385   +1 47 19.4
 JU3013;SPC PA S     -   181,495.48  2,743,065.30   sFT  1.00002385   +1 47 19.4
 JU3013;UTM  18      - 4,405,377.644   500,598.080   MT  0.99960000   +0 00 16.1
 JU3013
 JU3013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3013!SPC NJ       -   0.99999559  x   0.99992194  =   0.99991753
 JU3013!SPC PA S     -   0.99999559  x   1.00002385  =   1.00001944
 JU3013!UTM  18      -   0.99999559  x   0.99960000  =   0.99959559
 JU3013
 JU3013:                Primary Azimuth Mark                     Grid Az
 JU3013:SPC NJ       -  LIPPINCOTT 1837                          253 20 32.3
 JU3013:SPC PA S     -  LIPPINCOTT 1837                          251 14 16.8
 JU3013:UTM  18      -  LIPPINCOTT 1837                          253 01 20.1
 JU3013
 JU3013|---------------------------------------------------------------------|
 JU3013| PID    Reference Object                     Distance      Geod. Az  |
 JU3013|                                                           dddmmss.s |
 JU3013| JU3242 LIPPINCOTT 1837                     APPROX.28.7 KM 2530136.2 |
 JU3013|---------------------------------------------------------------------|
 JU3013
 JU3013                          SUPERSEDED SURVEY CONTROL
 JU3013
 JU3013  NAD 83(1986)-  39 47 54.09187(N)    074 59 34.85163(W) AD(       ) 1
 JU3013  NAD 27      -  39 47 53.69000(N)    074 59 36.24400(W) AD(       ) 1
 JU3013  NGVD 29 (07/19/86)   61.4    (m)          201.     (f) VERT ANG       
 JU3013
 JU3013.Superseded values are not recommended for survey control.
 JU3013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3013.See file dsdata.txt to determine how the superseded data were derived.
 JU3013
 JU3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0059805378(NAD 83)
 JU3013_MARKER: V = STONE MONUMENT
 JU3013_SETTING: 0 = UNSPECIFIED SETTING
 JU3013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3013
 JU3013  HISTORY     - Date     Condition        Report By
 JU3013  HISTORY     - 1838     MONUMENTED       CGS
 JU3013  HISTORY     - 1951     GOOD             USGS
 JU3013
 JU3013                          STATION DESCRIPTION
 JU3013
 JU3013'DESCRIBED BY COAST AND GEODETIC SURVEY 1838 (JF)
 JU3013'THE ORIGINAL STATION PINE HILL APPEARS TO HAVE BEEN ESTABLISHED
 JU3013'BY J. FERGUSON IN 1838 AND SINCE THAT TIME HAS BEEN RECOVERED
 JU3013'AND/OR MARKED BY THE FOLLOWING PERSONS AND ORGANIZATIONS AT THE
 JU3013'TIME INDICATED.  F.R. HASSLER 1842.  J. FARLEY, 1869.  F.P.
 JU3013'GERDES, 1880.  M.P. PIERCE, 1881.  E.A. BOWSER, 1889.  W.T. MC
 JU3013'CULLOUGH, 1900.  U.C. COAST AND GEODETIC SURVEY AND STATE
 JU3013'SURVEY, 1934.  IT IS NOT APPARENT THAT ALL OF THESE STATIONS
 JU3013'WERE THE SAME AND PINE HILL 2, AS RESET AND REMARKED BY THE
 JU3013'STATE CONTROL SURVEY IN 1934, IS CERTAINLY NONE OF THE
 JU3013'ORIGINAL ONES.  FOR, ALTHOUGH AN OLD STONE POST, PROBABLY THE
 JU3013'ONE SET BY E.A. BOWSER IN 1889 WAS RESET, THE UNDERGROUND
 JU3013'MARK WAS NOT RECOVERED AND ACCORDING TO LOCAL INFORMATION
 JU3013'OBTAINED BY THE STATE CONTROL SURVEY ORGANIZATION, IT
 JU3013'HAS BEEN DESTROYED.
 JU3013
 JU3013                          STATION RECOVERY (1951)
 JU3013
 JU3013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 JU3013'STATION RECOVERED IN GOOD CONDITION.  CHANGE STREET NAMES
 JU3013'WOODLAND-TO DAVIS STREET.  EVENSON TO TOMLINSON AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3014 ***********************************************************************
 JU3014  DESIGNATION -  PINE HILL 2 RESET
 JU3014  PID         -  JU3014
 JU3014  STATE/COUNTY-  NJ/CAMDEN
 JU3014  USGS QUAD   -  CLEMENTON (1981)
 JU3014
 JU3014                         *CURRENT SURVEY CONTROL
 JU3014  ___________________________________________________________________
 JU3014* NAD 83(1996)-  39 47 54.10901(N)    074 59 34.85823(W)     ADJUSTED  
 JU3014* NAVD 88     -        60.426  (meters)     198.25   (feet)  ADJUSTED  
 JU3014  ___________________________________________________________________
 JU3014  X           -   1,270,625.921 (meters)                     COMP
 JU3014  Y           -  -4,739,729.503 (meters)                     COMP
 JU3014  Z           -   4,060,827.475 (meters)                     COMP
 JU3014  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 JU3014  ELLIP HEIGHT-          27.45  (meters)          (09/23/02) GPS OBS
 JU3014  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU3014  DYNAMIC HT  -          60.398 (meters)     198.16  (feet)  COMP
 JU3014  MODELED GRAV-     980,159.4   (mgal)                       NAVD 88
 JU3014
 JU3014  HORZ ORDER  -  B
 JU3014  VERT ORDER  -  FIRST     CLASS II
 JU3014  ELLP ORDER  -  FOURTH    CLASS II
 JU3014
 JU3014.The horizontal coordinates were established by GPS observations
 JU3014.and adjusted by the National Geodetic Survey in July 1997..
 JU3014
 JU3014.The orthometric height was determined by differential leveling
 JU3014.and adjusted by the National Geodetic Survey in September 1996..
 JU3014.WARNING-GPS observations at this control monument resulted in a GPS
 JU3014.derived orthometric height which differed from the leveled height by
 JU3014.more than one decimeter (0.1 meter).
 JU3014
 JU3014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3014
 JU3014.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3014
 JU3014.The ellipsoidal height was determined by GPS observations
 JU3014.and is referenced to NAD 83.
 JU3014
 JU3014.The geoid height was determined by GEOID03.
 JU3014
 JU3014.The dynamic height is computed by dividing the NAVD 88
 JU3014.geopotential number by the normal gravity value computed on the
 JU3014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU3014.degrees latitude (g = 980.6199 gals.).
 JU3014
 JU3014.The modeled gravity was interpolated from observed gravity values.
 JU3014
 JU3014;                    North         East     Units Scale Factor Converg.
 JU3014;SPC NJ       -   107,244.687   107,780.004   MT  0.99992194   -0 18 56.1
 JU3014;SPC NJ       -   351,851.94    353,608.23   sFT  0.99992194   -0 18 56.1
 JU3014;UTM  18      - 4,405,377.966   500,597.887   MT  0.99960000   +0 00 16.1
 JU3014
 JU3014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3014!SPC NJ       -   0.99999569  x   0.99992194  =   0.99991763
 JU3014!UTM  18      -   0.99999569  x   0.99960000  =   0.99959570
 JU3014
 JU3014|---------------------------------------------------------------------|
 JU3014| PID    Reference Object                     Distance      Geod. Az  |
 JU3014|                                                           dddmmss.s |
 JU3014| CB2856 PINE HILL 2 RM 2                     24.780 METERS 04751     |
 JU3014| AB6658 PINE HILL 2 RM 4                     24.795 METERS 04834     |
 JU3014| JU3011 BERLIN STANDPIPE                    APPROX. 4.3 KM 0685807.3 |
 JU3014| JU3012 BERLIN RESET                        APPROX. 7.2 KM 0743535.4 |
 JU3014| CB2857 PINE HILL 2 RM 3                     27.704 METERS 16032     |
 JU3014| CB2855 MON 3915                                           1934019.7 |
 JU3014| AB6657 PINE HILL 2 RM 1                     23.436 METERS 21510     |
 JU3014|---------------------------------------------------------------------|
 JU3014
 JU3014                          SUPERSEDED SURVEY CONTROL
 JU3014
 JU3014  ELLIP H (07/24/97)   27.47   (m)                       GP(       ) 1 1
 JU3014  NAD 83(1992)-  39 47 54.10836(N)    074 59 34.85813(W) AD(       ) B
 JU3014  ELLIP H (10/07/92)   27.41   (m)                       GP(       ) 4 1
 JU3014  NAD 83(1991)-  39 47 54.10139(N)    074 59 34.85498(W) AD(       ) 1
 JU3014  ELLIP H (01/27/92)   27.41   (m)                       GP(       ) 4 1
 JU3014  NAD 83(1986)-  39 47 54.09630(N)    074 59 34.85432(W) AD(       ) 1
 JU3014  NAD 27      -  39 47 53.68300(N)    074 59 36.26500(W) AD(       ) 1
 JU3014  NAVD 88 (12/16/96)   60.43   (m)          198.3    (f) LEVELING    3  
 JU3014  NGVD 29 (08/10/88)   60.7    (m)          199.     (f) GPS OBS        
 JU3014
 JU3014.Superseded values are not recommended for survey control.
 JU3014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3014.See file dsdata.txt to determine how the superseded data were derived.
 JU3014
 JU3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0059805378(NAD 83)
 JU3014_MARKER: DS = TRIANGULATION STATION DISK
 JU3014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3014_SP_SET: CONCRETE POST
 JU3014_STAMPING: PINE HILL 2 1935 1979
 JU3014_MARK LOGO: NGS   
 JU3014_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3014+STABILITY: SURFACE MOTION
 JU3014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3014+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1995
 JU3014
 JU3014  HISTORY     - Date     Condition        Report By
 JU3014  HISTORY     - 1979     MONUMENTED       NGS
 JU3014  HISTORY     - 1935     GOOD             CGS
 JU3014  HISTORY     - 1937     GOOD             NJGS
 JU3014  HISTORY     - 1946     GOOD             CGS
 JU3014  HISTORY     - 1948     GOOD             NJGS
 JU3014  HISTORY     - 1979     SEE DESCRIPTION  NGS
 JU3014  HISTORY     - 1987     GOOD             AEROS
 JU3014  HISTORY     - 19911206 GOOD             NJGS
 JU3014  HISTORY     - 19930601 GOOD             ADRGS
 JU3014  HISTORY     - 19950914 GOOD             NJGS
 JU3014  HISTORY     - 20060316 POOR             PMK
 JU3014
 JU3014                          STATION DESCRIPTION
 JU3014
 JU3014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (JB)
 JU3014'AN OLD 12- BY 12-INCH STONE POST, PROBABLY THE ONE USED BY
 JU3014'E.A. BOWSER IN 1889, WAS RESET 10 INCHES BELOW THE SURFACE OF
 JU3014'THE GROUND BY THE STATE CONTROL SURVEY IN 1934 AND MARKED BY A
 JU3014'CROSS CUT IN THE CENTER OF A TRIANGLE OF 6-INCH BASE AND 7 INCHES
 JU3014'ON THE LONG SIDE.
 JU3014'
 JU3014'IN 1935 J. BOWIE JR. REPLACED THIS CROSS BY A STANDARD STATION
 JU3014'MARK DISK WITH THE MARK SET IN THE SAME POSITION AS THE CROSS.  THE
 JU3014'STANDARD STATION MARK DISK WAS INCORRECTLY STAMPED PINE HILL
 JU3014'1838 1935 INSTEAD OF PINE HILL 2.
 JU3014'
 JU3014'PINE HILL 2 IS ON THE SUMMIT OF A PROMINENT HILL KNOWN AS PINE
 JU3014'HILL, AT THE NORTH EDGE OF THE SUMMIT, ON THE HIGHEST POINT IN
 JU3014'A CLEARED, SANDY AREA, 150 PACES NORTH OF DAVIS AVENUE, 28 PACES
 JU3014'NORTHEAST OF TRIPLE OAKS, AND 14 PACES SOUTHWEST OF TWIN OAKS.
 JU3014'
 JU3014'TO REACH THE STATION FROM THE RAILROAD STATION IN CLEMENTON,
 JU3014'GO SOUTH-SOUTHEAST ON AERIAL ROAD, ALONG THE SOUTHWEST SIDE OF
 JU3014'THE RAILROAD TRACK FOR 0.55 MILE AND TURN RIGHT UP THE HILL ON
 JU3014'DAVIS AVENUE FOR 0.15 MILE, TURN RIGHT ON SAND ROAD FOR 0.10
 JU3014'MILE TO THE END OF THE ROAD AND STATION, NOTE 1A.
 JU3014'
 JU3014'THREE REFERENCE MARKS AND AN AZIMUTH MARK WERE SET BY THE STATE
 JU3014'CONTROL SURVEY IN 1934.  THEY CONSIST OF STANDARD STATE DISKS
 JU3014'SET IN THE TOP OF 6- BY 6-INCH CONCRETE POSTS, WITH THE LINE
 JU3014'MARKING THE CENTER OF THE DISK POINTING TOWARDS THE STATION.
 JU3014'
 JU3014'REFERENCE MARK NO. 1 IS 76.90 FEET (23.440 METERS) SOUTHWEST OF
 JU3014'THE STATION, 3 PACES NORTHWEST OF TRIANGLE OAKS, AND PROJECTS
 JU3014'1 INCH, NOTE 11A.
 JU3014'
 JU3014'REFERENCE MARK NO. 2 IS 81.30 FEET (24.780 METERS) EAST-NORTHEAST
 JU3014'OF THE STATION 5 PACES SOUTHEAST OF DOUBLE CHESTNUT, AND PROJECTS
 JU3014'2 INCHES, NOTE 11A.
 JU3014'
 JU3014'REFERENCE MARK NO. 3 IS 90.9 FEET (27.705 METERS) SOUTH OF THE
 JU3014'STATION, AND PROJECTS 2 INCHES, NOTE 11A.
 JU3014'
 JU3014'AZIMUTH MARK IS 0.25 MILE SOUTH-SOUTHWEST OF THE STATION, 12
 JU3014'PACES EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD (PINE LANE),
 JU3014'15 PACES SOUTH OF EAST-WEST ROAD (EVENSON AVENUE), STAMPED AZ M
 JU3014'AND PROJECTS 4 INCHES, NOTE 11A.
 JU3014'
 JU3014'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED FROM THIS STATION.
 JU3014'
 JU3014'NO PROMINENT OBJECTS WERE VISIBLE FROM THE GROUND AT THIS STATION.
 JU3014
 JU3014                          STATION RECOVERY (1935)
 JU3014
 JU3014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 JU3014'RECOVERED IN GOOD CONDITION.
 JU3014
 JU3014                          STATION RECOVERY (1937)
 JU3014
 JU3014'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1937
 JU3014'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ANGLE TO AZIMUTH MARK
 JU3014'WAS RE-OBSERVED, AND OBSERVATIONS WERE ALSO TAKEN TO A BUFF
 JU3014'STACK WITH 3 BLACK BANDS, VISIBLE FROM THE GROUND.
 JU3014'
 JU3014'A STANDARD UNITED STATES COAST AND GEODETIC SURVEY AZIMUTH MARK
 JU3014'SET IN CONCRETE ON EVENSON AVENUE, ABOUT 0.30 MILE WEST OF THE
 JU3014'CLEMENTON HEIGHT ROAD, AT A POINT ABOUT 0.80 MILE SOUTH OF THE
 JU3014'BLACKWOOD-CLEMENTON ROAD.  IT IS LOCATED ON THE SOUTH SIDE OF
 JU3014'THE ROAD, IN FRONT OF THE 2-STORY FRAME HOUSE OF MABEL BROWN,
 JU3014'AND PROJECTS 0.33 FEET ABOVE GROUND, NOTE 1A.
 JU3014'
 JU3014'THE MONUMENT IS 53.7 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 JU3014'THE HOUSE, 54.01 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 JU3014'2-STORY FRAME HOUSE, AND 99.7 FEET SOUTHWEST OF THE SOUTHWEST
 JU3014'CORNER OF THE FRAME BUNGALOW OF FRED BARNES, ACROSS EVENSON
 JU3014'AVENUE.  COMPANION MONUMENT TRIANGULATION STATION PINE HILL 2 IS
 JU3014'1083.99 FEET NORTHEAST.
 JU3014
 JU3014                          STATION RECOVERY (1946)
 JU3014
 JU3014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3014'STATION, REFERENCE MARK 1 AND AZIMUTH MARK RECOVERED IN GOOD
 JU3014'CONDITION.  THE ORIGINAL DESCRIPTION AND 1935 RECOVERY ARE
 JU3014'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES, ADDITIONS AND
 JU3014'DELETIONS--
 JU3014'
 JU3014'1.  ADD STUMPS TO TRIPLE OAKS.
 JU3014'
 JU3014'2.  DELETE AND 14 PACES SW OF TWIN OAKS.
 JU3014'
 JU3014'3.  ADD STUMPS TO TRIANGLE OAKS.
 JU3014'
 JU3014'4.  ADD REFERENCE MARK 2 HAS BEEN MUTILATED, THERE BEING NOW
 JU3014'ONLY 1/8 OF A STANDARD DISK.
 JU3014'
 JU3014'5.  ADD STUMPS TO DOUBLE CHESTNUTS.
 JU3014'
 JU3014'6.  UNABLE TO LOCATE REFERENCE MARK 3.
 JU3014'
 JU3014'7.  DELETE HOUSE OF MABLE BROWN AND SUBSTITUTE HOUSE OF
 JU3014'P. LEONARDI.
 JU3014'
 JU3014'8.  DELETE PROJECTS 0.33 FEET ABOVE GROUND AND SUBSTITUTE IS IN
 JU3014'WALK TO HOUSE.
 JU3014
 JU3014                          STATION RECOVERY (1948)
 JU3014
 JU3014'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1948 (DLS)
 JU3014'STATION RECOVERED AS DESCRIBED.  ALL REFERENCE MARKS WERE FOUND IN
 JU3014'GOOD CONDITION.  A RADAR STATION HAS BEEN ERECTED ON THE HILL AND
 JU3014'IS BETWEEN REFERENCE MARK 1 AND THE STATION.
 JU3014
 JU3014                          STATION RECOVERY (1979)
 JU3014
 JU3014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 JU3014'THE STATION SURFACE DISK WAS FOUND SEVERELY DAMAGED BY
 JU3014'VANDALS.  REFERENCE MARK TWO WAS FOUND DESTROYED.  REFERENCE MARKS
 JU3014'ONE AND THREE WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 JU3014'FOUND IN GOOD CONDITION BUT OBSTRUCTED FROM THE STATION.  A NEW
 JU3014'STATION SURFACE DISK WAS SET ALONG WITH A NEW REFERENCE MARK FOUR.
 JU3014'
 JU3014'A SHORTER DISTANCE OF 0.02 FOOT OR 0.004 METER WAS NOTED TO REFERENCE
 JU3014'MARK ONE.  A DIFFERENCE OF 15 MINUTES IN DIRECTION WAS NOTED BETWEEN
 JU3014'REFERENCE MARKS ONE AND THREE.  THE REASON FOR THE DIFFERENCE IS
 JU3014'UNKNOWN.
 JU3014'
 JU3014'A COMPLETE NEW DESCRIPTION FOLLOWS.
 JU3014'
 JU3014'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTH-SOUTHWEST OF CLEMENTON,
 JU3014'3/4 MILE NORTH-NORTHWEST OF PINE HILL, 12 MILES SOUTHEAST CAMDEN AND
 JU3014'ON STATE PROPERTY.  THE HILL IS LOCALLY KNOWN AS PINE HILL.
 JU3014'
 JU3014'TO REACH THE STATION FROM THE POST OFFICE IN PINE HILL, GO NORTH ON
 JU3014'ERIAL ROAD FOR 0.65 MILE TO EVANSON ROAD.  TURN LEFT AND GO WEST ON
 JU3014'EVANSON FOR 0.2 MILE TO CHERRY LANE.  (THE AZIMUTH MARK IS 0.05 MILE
 JU3014'WEST OF THIS POINT ON THE SOUTH SIDE OF EVANSON ROAD) TURN RIGHT AND
 JU3014'GO NORTH ON CHERRY LANE FOR 0.15 MILE TO DAVIS STREET AND A SAND ROAD
 JU3014'STRAIGHT AHEAD UP A SMALL HILL.  KEEP STRAIGHT AHEAD UP THE HILL ON
 JU3014'THE SAND ROAD FOR 0.05 MILE TO REFERENCE MARK THREE ON THE LEFT IN
 JU3014'THE NORTHWEST ANGLE OF A DIM CROSSROADS.  CONTINUE NORTH UP THE HILL
 JU3014'FOR ABOUT 100 FEET TO THE STATION ON THE HIGHEST POINT OF THE HILL
 JU3014'AND JUST EAST OF A 15-FOOT SQUARE CONCRETE PAD.
 JU3014'
 JU3014'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 JU3014'---PINE HILL 2 1935 1979---SET IN THE TOP OF A 12-INCH SQUARE
 JU3014'GRANITE POST WHICH PROJECTS 1-INCH.  THE GRANITE POST HAS U.S. CARVED
 JU3014'ON ITS SIDES.  IT IS LOCATED 8.2 METERS (27 FEET) NW FROM A 12-INCH
 JU3014'OAK TREE, 6.86 METERS (22.5 FEET) NE FROM THE SOUTHEAST CORNER OF THE
 JU3014'CONCRETE PAD, 5.94 METERS (19.5 FEET) E FROM THE NORTHEAST CORNER OF
 JU3014'THE CONCRETE PAD, AND 0.3 METER (1 FOOT) W FROM A WITNESS POST.
 JU3014'
 JU3014'REFERENCE MARK NO. 1 IS A USC AND GS AND STATE SURVEY DISK STAMPED
 JU3014'NO. 1, SET IN A 6-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 JU3014'SURFACE.  IT IS LOCATED 23.74 METERS (77.9 FEET) SW FROM THE WITNESS
 JU3014'POST, 11.3 METERS (37 FEET) SW FROM THE NORTHWEST CORNER OF THE
 JU3014'CONCRETE PAD, 10.4 METERS (34 FEET) NW FROM THE SOUTHWEST CORNER OF
 JU3014'THE CONCRETE PAD, 1.8 METERS (6 FEET) NW FROM A 6-INCH PINE TREE, AND
 JU3014'0.3 METER (1 FOOT) LOWER THAN THE STATION.
 JU3014'
 JU3014'REFERENCE MARK NO. 3 IS A USC AND GS AND STATE SURVEY DISK STAMPED
 JU3014'NO. 3, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST WHICH IS FLUSH
 JU3014'WITH THE SURFACE.  IT IS LOCATED 27.7 METERS (91 FEET) S FROM THE
 JU3014'WITNESS POST, 20.4 METERS (67 FEET) S FROM THE SOUTHWEST CORNER OF
 JU3014'THE CONCRETE PAD, 10.4 METERS (34 FEET) NE FROM THE CENTER OF THE DIM
 JU3014'SAND CROSSROADS, AND 1.8 METERS (6 FEET) LOWER THAN THE STATION.
 JU3014'
 JU3014'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JU3014'STAMPED---PINE HILL 2 1935 NO 4 1979---SET INTO THE TOP OF A SQUARE
 JU3014'CONCRETE MONUMENT 15 CM (6 INCHES) ON SIDE PROJECTING 10 CM (4
 JU3014'INCHES) ABOVE THE GROUND LOCATED 24.63 METERS (80.8 FEET) E FROM THE
 JU3014'WITNESS POST, 30.8 METERS (101 FEET) E FROM THE NORTHEAST CORNER OF
 JU3014'THE CONCRETE PAD, 1.5 METERS (5 FEET) N FROM THE CENTER OF A TRAIL,
 JU3014'AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 JU3014'
 JU3014'AZIMUTH MARK IS A USC AND GS AND STATE SURVEY DISK STAMPED 3915 AZ M
 JU3014'201.608, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT WHICH
 JU3014'PROJECTS 4-INCHES.  IT IS LOCATED 16.5 METERS (54 FEET) NW FROM THE
 JU3014'NORTHEAST CORNER OF A TWO STORY FRAME HOUSE, 16.5 METERS (54 FEET) NE
 JU3014'FROM THE NORTHWEST CORNER, 11.0 METERS (36 FEET) W FROM A POWERLINE
 JU3014'POLE WITH A TRANSFORMER, AND 7.6 METERS (25 FEET) S FROM THE CENTER
 JU3014'OF EVANSON ROAD NEAR WHERE IT ENDS.
 JU3014
 JU3014                          STATION RECOVERY (1987)
 JU3014
 JU3014'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (JKP)
 JU3014'THE STATION WAS RECOVERED AT THIS DATE.
 JU3014'THE TO REACH DESCRIPTION OF 1935 WAS INADEQUATE.  A NEW TO REACH
 JU3014'DESCRIPTION FOLLOWS.  TO REACH THE STATION FROM THE INTERSECTION OF
 JU3014'AERIAL RD (ROUTE 703) AND GIBBSBORO-RD-CLEMENTON AVE (ROUTE 686) IN
 JU3014'CLEMENTON GO SOUTH FOR 1.53 KM (0.95 MI) ON AERIAL RD TO THE (T)
 JU3014'INTERSECTION RIGHT OF DAVIS STREET.  TURN RIGHT AND GO WEST FOR 0.4
 JU3014'KM (0.25 MI) ON DAVIS STREET TO THE END OF DAVIS STREET AND A
 JU3014'CONCRETE SIGN POST MARKED DAVIS STREET AND A DIRT ROAD ON THE RIGHT
 JU3014'WITH A SMALL DIRT BARRICADE ACROSS IT.  TURN RIGHT AND GO NORTH FOR
 JU3014'ABOUT 61 METERS (200 FEET) ON THE DIRT ROAD TO A REVERSE (Y)
 JU3014'INTERSECTION WITH ANOTHER DIRT ROAD.  CONTINUE STRAIGHT AHEAD AND GO
 JU3014'NORTHWEST FOR ABOUT 76 METERS (250 FEET) ON THE DIRT ROAD TO A FIVE
 JU3014'POINT INTERSECTION OF DIRT ROADS.  CONTINUE STRAIGHT AHEAD AND GO
 JU3014'NORTH FOR ABOUT 30 METERS (100 FEET) ON THE DIRT ROAD TO THE STATION
 JU3014'IN THE MIDDLE OF THE DIRT ROAD.  STATION IS A STANDARD NGS
 JU3014'HORIZONTAL CONTROL MARK DISK STAMPED--PINE HILL 2 1935 1979--, SET
 JU3014'IN A DRILL HOLE ON TOP OF A 12 INCH DIAMETER SQUARE GRANITE POST.
 JU3014'STATION IS PROJECTING 10 CM ABOVE THE GROUND.  OWNERSHIP--MR.
 JU3014'RICHARD KARPF, ROUTE 38 AND 46 COLES AVENUE, CHERRY HILL, NEW JERSEY
 JU3014'08002, PHONE NUMBER (609)482-1110.  MR. KARPF ASKS FOR A LETTER OF
 JU3014'INTENT FROM BOTH THE CONTRACTOR AND THE NGS BEFORE OCCUPATION OF
 JU3014'THE STATION.  NOTE- THE TRAIN STATION AND THE RADAR STATION IN THE
 JU3014'1948 DESCRIPTION NO LONGER EXIST.
 JU3014
 JU3014                          STATION RECOVERY (1991)
 JU3014
 JU3014'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 JU3014'THE STATION IS LOCATED IN THE BOROUGH OF CLEMENTON ON THE SUMMIT OF A
 JU3014'PROMINENT HILL KNOWN AS PINE HILL, AT THE NORTH EDGE OF THE SUMMIT,
 JU3014'ON THE HIGHEST POINT IN A CLEARED SANDY AREA.  TO REACH THE STATION
 JU3014'FROM THE INTERSECTION OF ERIAL ROAD AND BLACKWOOD CLEMENTON ROAD,
 JU3014'COUNTY ROAD 534 IN CLEMENTON, GO SOUTH ON ERIAL ROAD FOR 0.88 KM
 JU3014'(0.55 MI) TO THE TEE INTERSECTION WITH DAVIS AVENUE.  TURN RIGHT AND
 JU3014'GO WEST ON DAVIS AVENUE FOR 0.35 KM (0.22 MI) TO THE END OF THE
 JU3014'BITUMINOUS PAVED ROAD AT THE INTERSECTION OF DAVIS AVENUE AND CHERRY
 JU3014'LANE.  TURN RIGHT AND GO NORTH ABOUT 0.15 KM (0.09 MI) ALONG A GRAVEL
 JU3014'AND SANDY LANE THROUGH A WOODED AREA TO THE CLEARING ON THE SUMMIT OF
 JU3014'THE HILL AND THE STATION.  THE STATION IS 76.9 FT (23.44 M) SOUTHWEST
 JU3014'OF REFERENCE MARK NUMBER 1, 81.3 FT (24.78 M) EAST NORTHEAST OF
 JU3014'REFERENCE MARK NUMBER 4, 22.5 FT (6.86 M) NORTHEAST FROM THE
 JU3014'SOUTHEAST CORNER OF A CONCRETE PAD, FOR A RADAR TOWER, NOW REMOVED
 JU3014'AND 19.5 FT (5.94 M) EAST FROM THE NORTHEAST CORNER OF THE CONCRETE
 JU3014'PAD.  THE STATION IS A STANDARD DISK SET IN THE TOP OF A 12 INCH
 JU3014'SQUARE GRANITE POST, PROJECTING 0.5 FT (0.15 M) ABOVE THE GROUND.
 JU3014'THE SIDES OF THE GRANITE POST HAVE BEEN CHIPPED AND THE DISK APPEARS
 JU3014
 JU3014                          STATION RECOVERY (1993)
 JU3014
 JU3014'RECOVERY NOTE BY ADR GEODETIC SERVICES 1993
 JU3014'RECOVERED IN GOOD CONDITION.
 JU3014
 JU3014                          STATION RECOVERY (1995)
 JU3014
 JU3014'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 JU3014'THE STATION WAS RECOVERED AS DESCRIBED AND IS PROJECTING 0.5 FT (15.2
 JU3014'CM) ABOVE THE GROUND.  THE SIDES OF THE GRANITE POST HAVE BEEN CHIPPED
 JU3014'AND THE DISK APPEARS TO HAVE BEEN GOUGED IN THE PAST.  THE MARKING IS
 JU3014'STILL LEGIBLE.
 JU3014
 JU3014                          STATION RECOVERY (2006)
 JU3014
 JU3014'RECOVERY NOTE BY PMK GROUP 2006 (RMF)
 JU3014'STATION IS LOCATED IN ATV TRAIL.  DISK IS MISSING AND IT APPEARS THAT
 JU3014'SOMEONE TRIED TO DRAG IT OUT OF POSITION WITH CHAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6657 ***********************************************************************
 AB6657  DESIGNATION -  PINE HILL 2 RM 1
 AB6657  PID         -  AB6657
 AB6657  STATE/COUNTY-  NJ/CAMDEN
 AB6657  USGS QUAD   -  CLEMENTON (1981)
 AB6657
 AB6657                         *CURRENT SURVEY CONTROL
 AB6657  ___________________________________________________________________
 AB6657* NAD 83(1986)-  39 47 54.     (N)    074 59 35.     (W)     SCALED    
 AB6657* NAVD 88     -        60.815  (meters)     199.52   (feet)  ADJUSTED  
 AB6657  ___________________________________________________________________
 AB6657  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 AB6657  DYNAMIC HT  -          60.787 (meters)     199.43  (feet)  COMP
 AB6657  MODELED GRAV-     980,159.5   (mgal)                       NAVD 88
 AB6657
 AB6657  VERT ORDER  -  FIRST     CLASS II
 AB6657
 AB6657.The horizontal coordinates were scaled from a topographic map and have
 AB6657.an estimated accuracy of +/- 6 seconds.
 AB6657
 AB6657.The orthometric height was determined by differential leveling
 AB6657.and adjusted by the National Geodetic Survey in September 1996..
 AB6657
 AB6657.The geoid height was determined by GEOID03.
 AB6657
 AB6657.The dynamic height is computed by dividing the NAVD 88
 AB6657.geopotential number by the normal gravity value computed on the
 AB6657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6657.degrees latitude (g = 980.6199 gals.).
 AB6657
 AB6657.The modeled gravity was interpolated from observed gravity values.
 AB6657
 AB6657;                    North         East    Units  Estimated Accuracy
 AB6657;SPC NJ       -   107,240.      107,780.      MT  (+/- 180 meters Scaled)
 AB6657
 AB6657                          SUPERSEDED SURVEY CONTROL
 AB6657
 AB6657.No superseded survey control is available for this station.
 AB6657
 AB6657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK005053(NAD 83)
 AB6657_MARKER: DR = REFERENCE MARK DISK
 AB6657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6657_STAMPING: 1
 AB6657_MARK LOGO: CGS+SS
 AB6657_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6657+STABILITY: SURFACE MOTION
 AB6657_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6657+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1995
 AB6657
 AB6657  HISTORY     - Date     Condition        Report By
 AB6657  HISTORY     - 1934     MONUMENTED       NJDCED
 AB6657  HISTORY     - 19950914 GOOD             NJGS
 AB6657
 AB6657                          STATION DESCRIPTION
 AB6657
 AB6657'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6657'THE STATION IS LOCATED IN THE BOROUGH OF CLEMENTON ON THE SUMMIT OF A
 AB6657'PROMINENT HILL KNOWN AS PINE HILL, AT THE NORTH EDGE OF THE SUMMIT. TO
 AB6657'REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 30 AND
 AB6657'GIBBSBORO ROAD, GO SOUTHWEST ON GIBBSBORO ROAD FOR 0.60 MI (0.97 KM)
 AB6657'TO THE INTERSECTION WITH ERIAL ROAD.  CONTINUE AHEAD AND GO SOUTH ON
 AB6657'ERIAL ROAD FOR 0.88 KM (0.55 MI) TO THE TEE INTERSECTION WITH DAVIS
 AB6657'AVENUE.  TURN RIGHT AND GO WEST ON DAVIS AVENUE FOR 0.35 KM (0.20 MI)
 AB6657'TO THE END OF THE BITUMINOUS PAVED ROAD AT THE INTERSECTION OF DAVIS
 AB6657'AVENUE AND CHERRY LANE.  TURN RIGHT AND GO NORTH ABOUT 0.15 KM (0.10
 AB6657'MI) ALONG A GRAVEL AND SANDY LANE THROUGH A WOODED AREA TO A CLEARING
 AB6657'ON THE SUMMIT OF THE HILL AND THE STATION ON THE LEFT.  THE STATION IS
 AB6657'76.9 FT (23.4 M) SOUTHWEST FROM STATION PINE HILL 2 RESET, 37.7 FT
 AB6657'(11.5 M) SOUTH SOUTHWEST FROM THE NORTHWEST CORNER OF A CONCRETE
 AB6657'FOUNDATION, FOR A RADAR TOWER, NOW REMOVED AND 34.3 FT (10.5 M) WEST
 AB6657'SOUTHWEST FROM THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION.  THE
 AB6657'STATION IS A STANDARD COAST AND GEODETIC SURVEY AND STATE SURVEY DISK
 AB6657'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT SET FLUSH WITH THE
 AB6657'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6658 ***********************************************************************
 AB6658  DESIGNATION -  PINE HILL 2 RM 4
 AB6658  PID         -  AB6658
 AB6658  STATE/COUNTY-  NJ/CAMDEN
 AB6658  USGS QUAD   -  CLEMENTON (1981)
 AB6658
 AB6658                         *CURRENT SURVEY CONTROL
 AB6658  ___________________________________________________________________
 AB6658* NAD 83(1986)-  39 47 54.     (N)    074 59 35.     (W)     SCALED    
 AB6658* NAVD 88     -        59.812  (meters)     196.23   (feet)  ADJUSTED  
 AB6658  ___________________________________________________________________
 AB6658  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 AB6658  DYNAMIC HT  -          59.784 (meters)     196.14  (feet)  COMP
 AB6658  MODELED GRAV-     980,159.5   (mgal)                       NAVD 88
 AB6658
 AB6658  VERT ORDER  -  FIRST     CLASS II
 AB6658
 AB6658.The horizontal coordinates were scaled from a topographic map and have
 AB6658.an estimated accuracy of +/- 6 seconds.
 AB6658
 AB6658.The orthometric height was determined by differential leveling
 AB6658.and adjusted by the National Geodetic Survey in September 1996..
 AB6658
 AB6658.The geoid height was determined by GEOID03.
 AB6658
 AB6658.The dynamic height is computed by dividing the NAVD 88
 AB6658.geopotential number by the normal gravity value computed on the
 AB6658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6658.degrees latitude (g = 980.6199 gals.).
 AB6658
 AB6658.The modeled gravity was interpolated from observed gravity values.
 AB6658
 AB6658;                    North         East    Units  Estimated Accuracy
 AB6658;SPC NJ       -   107,240.      107,780.      MT  (+/- 180 meters Scaled)
 AB6658
 AB6658                          SUPERSEDED SURVEY CONTROL
 AB6658
 AB6658.No superseded survey control is available for this station.
 AB6658
 AB6658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK005053(NAD 83)
 AB6658_MARKER: DR = REFERENCE MARK DISK
 AB6658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6658_STAMPING: PINE HILL 2 NO 4 1935 1979
 AB6658_MARK LOGO: NGS   
 AB6658_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6658+STABILITY: SURFACE MOTION
 AB6658_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6658+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1995
 AB6658
 AB6658  HISTORY     - Date     Condition        Report By
 AB6658  HISTORY     - 1979     MONUMENTED       NGS
 AB6658  HISTORY     - 19950914 GOOD             NJGS
 AB6658
 AB6658                          STATION DESCRIPTION
 AB6658
 AB6658'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6658'THE STATION IS LOCATED IN THE BOROUGH OF CLEMENTON ON THE SUMMIT OF A
 AB6658'PROMINENT HILL KNOWN AS PINE HILL, AT THE NORTH EDGE OF THE SUMMIT. TO
 AB6658'REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 30 AND
 AB6658'GIBBSBORO ROAD, GO SOUTHWEST ON GIBBSBORO ROAD FOR 0.60 MI (0.97 KM)
 AB6658'TO THE INTERSECTION WITH ERIAL ROAD.  CONTINUE AHEAD AND GO SOUTH ON
 AB6658'ERIAL ROAD FOR 0.88 KM (0.55 MI) TO THE TEE INTERSECTION WITH DAVIS
 AB6658'AVENUE.  TURN RIGHT AND GO WEST ON DAVIS AVENUE FOR 0.35 KM (0.20 MI)
 AB6658'TO THE END OF THE BITUMINOUS PAVED ROAD AT THE INTERSECTION OF DAVIS
 AB6658'AVENUE AND CHERRY LANE.  TURN RIGHT AND GO NORTH ABOUT 0.15 KM (0.10
 AB6658'MI) ALONG A GRAVEL AND SANDY LANE THROUGH A WOODED AREA TO A CLEARING
 AB6658'ON THE SUMMIT OF THE HILL AND THE STATION ON THE RIGHT.  THE STATION
 AB6658'IS 81.4 FT (24.8 M) NORTHEAST FROM STATION PINE HILL 2 RESET, 101.0 FT
 AB6658'(30.8 M) NORTHEAST FROM THE NORTHEAST CORNER OF A CONCRETE FOUNDATION,
 AB6658'FOR A RADAR TOWER, NOW REMOVED AND 100.4 FT (30.6 M) NORTHEAST FROM
 AB6658'THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION.  THE STATION IS A
 AB6658'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A SQUARE CONCRETE
 AB6658'MONUMENT SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5309 ***********************************************************************
 KV5309  DESIGNATION -  PINEHURST
 KV5309  PID         -  KV5309
 KV5309  STATE/COUNTY-  NJ/OCEAN
 KV5309  USGS QUAD   -  CASSVILLE (1971)
 KV5309
 KV5309                         *CURRENT SURVEY CONTROL
 KV5309  ___________________________________________________________________
 KV5309* NAD 83(1996)-  40 00 59.77473(N)    074 26 19.91037(W)     ADJUSTED  
 KV5309* NAVD 88     -        58.2    (meters)     191.     (feet)  GPS OBS   
 KV5309  ___________________________________________________________________
 KV5309  X           -   1,312,236.556 (meters)                     COMP
 KV5309  Y           -  -4,712,241.298 (meters)                     COMP
 KV5309  Z           -   4,079,414.191 (meters)                     COMP
 KV5309  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 KV5309  ELLIP HEIGHT-          25.64  (meters)          (10/23/02) GPS OBS
 KV5309  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KV5309
 KV5309  HORZ ORDER  -  FIRST
 KV5309  ELLP ORDER  -  FOURTH    CLASS I
 KV5309
 KV5309.The horizontal coordinates were established by GPS observations
 KV5309.and adjusted by the National Geodetic Survey in May 1999..
 KV5309
 KV5309.The orthometric height was determined by GPS observations and a
 KV5309.high-resolution geoid model.
 KV5309
 KV5309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5309
 KV5309.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5309
 KV5309.The ellipsoidal height was determined by GPS observations
 KV5309.and is referenced to NAD 83.
 KV5309
 KV5309.The geoid height was determined by GEOID03.
 KV5309
 KV5309;                    North         East     Units Scale Factor Converg.
 KV5309;SPC NJ       -   131,359.646   155,218.853   MT  0.99990034   +0 02 21.5
 KV5309;SPC NJ       -   430,969.11    509,247.19   sFT  0.99990034   +0 02 21.5
 KV5309;UTM  18      - 4,429,750.898   547,886.932   MT  0.99962823   +0 21 39.0
 KV5309
 KV5309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5309!SPC NJ       -   0.99999598  x   0.99990034  =   0.99989632
 KV5309!UTM  18      -   0.99999598  x   0.99962823  =   0.99962421
 KV5309
 KV5309:                Primary Azimuth Mark                     Grid Az
 KV5309:SPC NJ       -  PINEHURST AZ MK 2                        166 26 10.2
 KV5309:UTM  18      -  PINEHURST AZ MK 2                        166 06 52.7
 KV5309
 KV5309|---------------------------------------------------------------------|
 KV5309| PID    Reference Object                     Distance      Geod. Az  |
 KV5309|                                                           dddmmss.s |
 KV5309| KV5310 PINEHURST AZ MK 2                   APPROX. 0.9 KM 1662831.7 |
 KV5309| CB5452 PINEHURST AZ MK 2 POT                              16629     |
 KV5309| CB5436 PINEHURST AZ MK                                    1663305.2 |
 KV5309| CB5439 PINEHURST RM 3                       14.379 METERS 25859     |
 KV5309| CB5438 PINEHURST RM 2                       23.287 METERS 25902     |
 KV5309| CB5437 PINEHURST RM 1                       19.697 METERS 34305     |
 KV5309|---------------------------------------------------------------------|
 KV5309
 KV5309                          SUPERSEDED SURVEY CONTROL
 KV5309
 KV5309  ELLIP H (05/14/99)   25.62   (m)                       GP(       ) 4 1
 KV5309  NAD 83(1992)-  40 00 59.77419(N)    074 26 19.91028(W) AD(       ) 1
 KV5309  ELLIP H (12/16/96)   25.59   (m)                       GP(       ) 2 1
 KV5309  NAD 83(1986)-  40 00 59.77064(N)    074 26 19.90669(W) AD(       ) 1
 KV5309  NAD 27      -  40 00 59.35300(N)    074 26 21.36700(W) AD(       ) 1
 KV5309
 KV5309.Superseded values are not recommended for survey control.
 KV5309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5309.See file dsdata.txt to determine how the superseded data were derived.
 KV5309
 KV5309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4788729751(NAD 83)
 KV5309_MARKER: DS = TRIANGULATION STATION DISK
 KV5309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5309_STAMPING: PINEHURST 1935
 KV5309_MARK LOGO: CGS   
 KV5309_PROJECTION: PROJECTING 10 CENTIMETERS
 KV5309_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5309+STABILITY: SURFACE MOTION
 KV5309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5309+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2005
 KV5309
 KV5309  HISTORY     - Date     Condition        Report By
 KV5309  HISTORY     - 1935     MONUMENTED       CGS
 KV5309  HISTORY     - 1977     GOOD             NGS
 KV5309  HISTORY     - 1984     GOOD             USE
 KV5309  HISTORY     - 19900615 GOOD             NJGS
 KV5309  HISTORY     - 19950809 GOOD             USPSQD
 KV5309  HISTORY     - 20020202 GOOD             NJGS
 KV5309  HISTORY     - 20030615 GOOD             INDIV
 KV5309  HISTORY     - 20031003 GOOD             USMC
 KV5309  HISTORY     - 20050304 GOOD             INDIV
 KV5309
 KV5309                          STATION DESCRIPTION
 KV5309
 KV5309'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5309'THE STATION IS LOCATED ON THE INTERSECTION OF GRAND CONCOURSE AND
 KV5309'FIFTH AVENUE OF THE SUBDIVISION OF THE PINEHURST ESTATES.  STATION
 KV5309'IS 8 PACES SOUTH OF THE CENTERLINE OF FIFTH AVENUE, AND 12 PACES
 KV5309'EAST OF THE CENTERLINE OF GRAND CONCOURSE.  MARK PROJECTS 6 INCHES.
 KV5309'
 KV5309'REFERENCE MARK NO.1 IS 64.65 FEET (19.705 METERS) NORTH OF
 KV5309'STATION, 11 PACES NORTH OF CENTERLINE OF FIFTH AVENUE, 11 PACES
 KV5309'EAST OF CENTERLINE OF GRAND CONCOURSE, AND PROJECTS 6 INCHES.
 KV5309'
 KV5309'REFERENCE MARK NO.2 IS 76.40 FEET (23.287 METERS) WEST OF
 KV5309'STATION, 12 PACES WEST OF GRAND CONCOURSE, 9 PACES SOUTH OF
 KV5309'CENTERLINE OF FIFTH AVENUE, AND PROJECTS 6 INCHES.
 KV5309'
 KV5309'AZIMUTH MARK IS 0.6 MILE SOUTH OF STATION, 13 PACES WEST OF
 KV5309'CENTERLINE OF ROAD, AND 6 FEET EAST OF 6-INCH PINE.
 KV5309'
 KV5309'TO REACH STATION FROM RAILROAD CROSSING IN LAKEHURST, GO
 KV5309'SOUTHWEST ON STATE HIGHWAY 40 FOR 7.5 MILES TO ENTRANCE TO THE
 KV5309'PINEHURST ESTATES, TURN RIGHT INTO THE PINEHURST ESTATES AND GO
 KV5309'4.3 MILES TO INTERSECTION OF FIFTH AVENUE AND GRAND CONCOURSE,
 KV5309'AND STATION SITE.
 KV5309'
 KV5309'A 64-FOOT TOWER WILL CLEAR ALL LINES.
 KV5309'
 KV5309'DISTANCE BETWEEN REFERENCE MARK NO.1 AND REFERENCE MARK NO.2
 KV5309'IS 94.88 FEET.
 KV5309'
 KV5309'NO PROMINENT NATURAL OBJECTS VISIBLE FROM THE GROUND.
 KV5309
 KV5309                          STATION RECOVERY (1977)
 KV5309
 KV5309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KV5309'THE STATION MARK AND REFERENCE MARK ONE WERE RECOVERED IN GOOD
 KV5309'CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED.  REFERENCE MARK 2
 KV5309'WAS FOUND ON ITS SIDE.  A NEW AZIMUTH MARK WAS SET ALONG WITH A NEW
 KV5309'REFERENCE MARK 3.  THE NEW REFERENCE MARK WAS SET NEAR WHERE THE
 KV5309'FORMER REFERENCE MARK 2 WAS LOCATED.  A SHORTER DISTANCE OF 0.03
 KV5309'FOOT WAS NOTED.
 KV5309'
 KV5309'A COMPLETE NEW DESCRIPTION FOLLOWS.
 KV5309'
 KV5309'THE STATION IS LOCATED 36 MILES SOUTHEAST OF TRENTON, 9-1/2 MILES
 KV5309'WEST OF LAKEHURST, 5-1/2 MILES NORTH-NORTHWEST OF WHITING, AND ON
 KV5309'ROAD RIGHT-OF-WAY.
 KV5309'
 KV5309'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 70 AND COUNTY ROAD
 KV5309'539 WHICH IS ONE MILE NORTHWEST OF WHITING, GO NORTH-NORTHWEST ON
 KV5309'COUNTY ROAD 539 FOR 4.65 MILES TO THE STATION ON THE RIGHT.
 KV5309'
 KV5309'THE STATION MARK IS A STANDARD DISK STAMPED PINEHURST 1935, SET IN
 KV5309'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KV5309'4-INCHES.  IT IS 41 FEET EAST OF THE CENTER OF COUNTY ROAD 539, 21
 KV5309'FEET SOUTH OF THE CENTER OF A SAND ROAD LEADING EAST, 79.5 FEET
 KV5309'SOUTHEAST OF A POWERLINE POLE NUMBERED JC2024 PA, AND 3.8 FEET
 KV5309'WEST OF A WITNESS POST.
 KV5309'
 KV5309'REFERENCE MARK ONE IS A STANDARD DISK STAMPED PINEHURST NO 1935 SET
 KV5309'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KV5309'4-INCHES.  IT IS 65.4 FEET NORTH OF THE WITNESS POST, 62.5 FEET
 KV5309'EAST-NORTHEAST OF THE POWERLINE POLE, 44 FEET NORTH OF THE CENTER
 KV5309'OF THE SAND ROAD, AND 38.5 FEET EAST OF THE CENTER OF COUNTY ROAD
 KV5309'539.
 KV5309'
 KV5309'REFERENCE MARK 3 IS A STANDARD DISK STAMPED PINEHURST 1935 NO 3 1977
 KV5309'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 KV5309'WITH THE SURFACE.  IT IS 76.6 FEET WEST OF THE WITNESS POST, 79.5
 KV5309'FEET SOUTHEAST OF THE POWERLINE POLE AND 41 FEET WEST OF THE CENTER
 KV5309'OF COUNTY ROAD 539.
 KV5309'
 KV5309'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PINEHURST 1935 AZ 2
 KV5309'1977, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS
 KV5309'FLUSH WITH THE SURFACE.  IT IS 54.8 FEET SOUTHEAST OF A 9-INCH PINE
 KV5309'TREE, 32.1 FEET WEST OF THE CENTER OF GRAND CONCORD ROAD, 2 FEET
 KV5309'EAST OF A POWERLINE POLE NUMBERED RC2-302, 1.9 FEET NORTH OF A
 KV5309'WITNESS POST.
 KV5309'
 KV5309'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON COUNTY ROAD
 KV5309'539 FOR 0.1 MILE TO A DIRT CROSS OVER ROAD ON THE RIGHT.  TURN
 KV5309'RIGHT AND GO WEST ON THE DIRT ROAD FOR 100 FEET TO GRAND CONCORD
 KV5309'ROAD.  TURN LEFT, GO SOUTH FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 KV5309'
 KV5309'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 KV5309'NORTH-NORTHWEST OF WHITING.
 KV5309
 KV5309                          STATION RECOVERY (1984)
 KV5309
 KV5309'RECOVERY NOTE BY US ENGINEERS 1984 (RE)
 KV5309'STATION RECOVERED GOOD.
 KV5309'
 KV5309'RECOVERED BY TIES AS PER DESCRIPTION.
 KV5309'
 KV5309'REFERENCE MARKERS ALSO RECOVERED AS PER DESCRIPTION.
 KV5309
 KV5309                          STATION RECOVERY (1990)
 KV5309
 KV5309'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV5309'THE STATION IS LOCATED IN JACKSON TOWNSHIP, ON THE GROUNDS OF THE U.S.
 KV5309'GOVERNMENT FORT DIX MILITARY BASE.  TO REACH THE STATION FROM THE
 KV5309'INTERSECTION OF COUNTY ROAD 539 AND COUNTY ROAD 528, AT MARSHALLS
 KV5309'CORNER, GO 5.15 MI (8.29 KM) SOUTHEAST ON ROAD 539 TO THE STATION ON
 KV5309'THE LEFT.  TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 539
 KV5309'AND STATE ROUTE 70, GO 4.50 MI (7.24 KM) NORTHWEST OF COUNTY ROAD 539
 KV5309'TO THE STATION ON THE RIGHT.  THE STATION IS SET ON THE SOUTHEAST
 KV5309'CORNER OF THE JUNCTION OF A SAND ROAD LEADING EAST NORTHEAST AND
 KV5309'COUNTY ROAD 539, JUST NORTH OF THE REALIGNED SECTION OF ROUTE 539
 KV5309'JOGGING SOUTHEAST AWAY FROM THE MILITARY BASE.  THE STATION IS 7.32 M
 KV5309'(24.02 FT) EAST FROM THE EAST EDGE OF PAVING OF COUNTY ROAD 539, 12.15
 KV5309'M (39.86 FT) EAST FROM THE CENTERLINE OF COUNTY ROAD 539, 24.3 M (79.7
 KV5309'FT) SOUTHEAST FROM POLE NUMBER JC 2024EA, 5.6 M (18.4 FT) SOUTH FROM
 KV5309'THE CENTERLINE OF THE SAND ROAD, 1.22 M (4.00 FT) WEST FROM A METAL
 KV5309'WITNESS POST, 19.73 M (64.73 FT) SOUTH FROM REFERENCE MARK NUMBER 1
 KV5309'FOUND ON THE WEST SIDE OF THE ROAD, 43.8 M (143.7 FT) NORTH NORTHEAST
 KV5309'FROM A TRAFFIC SIGN FOR COUNTY ROAD 539 NORTH, ABOUT 1.1 M (3.6 FT)
 KV5309'ABOVE THE LEVEL OF THE ROAD AND SET FLUSH WITH THE GROUND.
 KV5309
 KV5309                          STATION RECOVERY (1995)
 KV5309
 KV5309'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5309'RECOVERED IN GOOD CONDITION.
 KV5309
 KV5309                          STATION RECOVERY (2002)
 KV5309
 KV5309'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV5309'RECOVERED AS DESCRIBED
 KV5309' 
 KV5309'
 KV5309
 KV5309                          STATION RECOVERY (2003)
 KV5309
 KV5309'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (GJT)
 KV5309'RECOVERED IN GOOD CONDITION.
 KV5309
 KV5309                          STATION RECOVERY (2003)
 KV5309
 KV5309'RECOVERY NOTE BY US MARINE CORPS 2003 (GHB)
 KV5309'RECOVERED AS DESCRIBED, DESCRIPTION IS ADEQUATE, NEARBY TREES CAUSE
 KV5309'SOME SATTELITE MASKING BUT GPS OBSERVATION IS STILL POSSIBLE
 KV5309
 KV5309                          STATION RECOVERY (2005)
 KV5309
 KV5309'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 KV5309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5310 ***********************************************************************
 KV5310  DESIGNATION -  PINEHURST AZ MK 2
 KV5310  PID         -  KV5310
 KV5310  STATE/COUNTY-  NJ/OCEAN
 KV5310  USGS QUAD   -  CASSVILLE (1971)
 KV5310
 KV5310                         *CURRENT SURVEY CONTROL
 KV5310  ___________________________________________________________________
 KV5310* NAD 83(1996)-  40 00 30.79772(N)    074 26 10.84655(W)     ADJUSTED  
 KV5310* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 KV5310  ___________________________________________________________________
 KV5310  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 KV5310  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KV5310
 KV5310  HORZ ORDER  -  THIRD
 KV5310
 KV5310.The horizontal coordinates were established by classical geodetic methods
 KV5310.and adjusted by the National Geodetic Survey in September 1999..
 KV5310.No horizontal observational check was made to the station.
 KV5310
 KV5310.The orthometric height was scaled from a topographic map.
 KV5310
 KV5310.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5310
 KV5310.The geoid height was determined by GEOID03.
 KV5310
 KV5310;                    North         East     Units Scale Factor Converg.
 KV5310;SPC NJ       -   130,466.147   155,434.416   MT  0.99990036   +0 02 27.3
 KV5310;SPC NJ       -   428,037.68    509,954.41   sFT  0.99990036   +0 02 27.3
 KV5310;UTM  18      - 4,428,858.865   548,107.445   MT  0.99962849   +0 21 44.6
 KV5310
 KV5310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5310!SPC NJ       -   0.99999686  x   0.99990036  =   0.99989722
 KV5310!UTM  18      -   0.99999686  x   0.99962849  =   0.99962535
 KV5310
 KV5310                          SUPERSEDED SURVEY CONTROL
 KV5310
 KV5310  NAD 83(1986)-  40 00 30.79362(N)    074 26 10.84291(W) AD(       ) 3
 KV5310  NAD 27      -  40 00 30.37573(N)    074 26 12.30292(W) AD(       ) 3
 KV5310
 KV5310.Superseded values are not recommended for survey control.
 KV5310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5310.See file dsdata.txt to determine how the superseded data were derived.
 KV5310
 KV5310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4810728859(NAD 83)
 KV5310_MARKER: DG = GRAVITY STATION DISK
 KV5310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5310+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2003
 KV5310
 KV5310  HISTORY     - Date     Condition        Report By
 KV5310  HISTORY     - 1977     MONUMENTED       NGS
 KV5310  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 KV5310  HISTORY     - 20030404 GOOD             USMC
 KV5310
 KV5310                          STATION DESCRIPTION
 KV5310
 KV5310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KV5310'TO REACH PINEHURST FROM THE INTERSECTION OF STATE HIGHWAY 70 AND CNTY
 KV5310'ROAD 539 WHICH IS ONE MILE NORTHWEST OF WHITING, GO NORTH-NORTHWEST ON
 KV5310'COUNTY ROAD 539 FOR 4.65 MILES TO THE STATION ON THE RIGHT.
 KV5310'
 KV5310'THE STAION, PINEHURST AZ MK 2, IS A STANDARD DISK STAMPED PINEHURST
 KV5310'1935 AZ 2 1977, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 KV5310'WHICH IS FLUSH WITH THE SURFACE.  IT IS 54.8 FEET SOUTHEAST OF A
 KV5310'9-INCH PINE TREE, 32.1 FEET WEST OF THE CENTER OF GRAND CONCORD ROAD,
 KV5310'2 FEET EAST OF A POWERLINE POLE NUMBERED RC2-302, 1.9 FEET NORTH OF A
 KV5310'WITNESS POST.
 KV5310'
 KV5310'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON COUNTY ROAD
 KV5310'539 FOR 0.1 MILE TO A DIRT CROSS OVER ROAD ON THE RIGHT.  TURN RIGHT
 KV5310'AND GO WEST ON THE DIRT ROAD FOR 100 FEET TO GRAND CONCORD ROAD.
 KV5310'TURN LEFT, GO SOUTH FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 KV5310'
 KV5310'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 KV5310'NORTH-NORTHWEST OF WHITING.
 KV5310
 KV5310                          STATION RECOVERY (1995)
 KV5310
 KV5310'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5310'MARK NOT FOUND.
 KV5310
 KV5310                          STATION RECOVERY (2003)
 KV5310
 KV5310'RECOVERY NOTE BY US MARINE CORPS 2003 (GHB)
 KV5310'RECOVERED AS DESCRIBED, DESCRIPTION IS ADEQUATE, DISK IS APPROXIMATELY
 KV5310'12 INCHES BELOW GRADE, POINT WAS OBSERVED WITH RTK-GPS AND FOUND TO BE
 KV5310'COMMON WITH PINEHURST (KV5309)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4099 ***********************************************************************
 JU4099  DESIGNATION -  PINEY AZ MK
 JU4099  PID         -  JU4099
 JU4099  STATE/COUNTY-  NJ/ATLANTIC
 JU4099  USGS QUAD   -  NEWTONVILLE (1972)
 JU4099
 JU4099                         *CURRENT SURVEY CONTROL
 JU4099  ___________________________________________________________________
 JU4099* NAD 83(1996)-  39 36 33.41732(N)    074 45 30.05307(W)     ADJUSTED  
 JU4099* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 JU4099  ___________________________________________________________________
 JU4099  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 JU4099  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JU4099
 JU4099  HORZ ORDER  -  THIRD
 JU4099
 JU4099.The horizontal coordinates were established by classical geodetic methods
 JU4099.and adjusted by the National Geodetic Survey in September 1999..
 JU4099.No horizontal observational check was made to the station.
 JU4099
 JU4099.The orthometric height was scaled from a topographic map.
 JU4099
 JU4099.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4099
 JU4099.The geoid height was determined by GEOID03.
 JU4099
 JU4099;                    North         East     Units Scale Factor Converg.
 JU4099;SPC NJ       -    86,168.935   127,815.643   MT  0.99990606   -0 09 53.0
 JU4099;SPC NJ       -   282,705.91    419,341.82   sFT  0.99990606   -0 09 53.0
 JU4099;UTM  18      - 4,384,420.763   520,744.431   MT  0.99960530   +0 09 14.6
 JU4099
 JU4099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4099!SPC NJ       -   1.00000071  x   0.99990606  =   0.99990677
 JU4099!UTM  18      -   1.00000071  x   0.99960530  =   0.99960601
 JU4099
 JU4099                          SUPERSEDED SURVEY CONTROL
 JU4099
 JU4099  NAD 83(1991)-  39 36 33.40187(N)    074 45 30.04843(W) AD(       ) 3
 JU4099  NAD 83(1986)-  39 36 33.40113(N)    074 45 30.04706(W) AD(       ) 3
 JU4099
 JU4099.Superseded values are not recommended for survey control.
 JU4099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4099.See file dsdata.txt to determine how the superseded data were derived.
 JU4099
 JU4099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2074484421(NAD 83)
 JU4099_MARKER: DZ = AZIMUTH MARK DISK
 JU4099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU4099_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4099+STABILITY: SURFACE MOTION
 JU4099
 JU4099  HISTORY     - Date     Condition        Report By
 JU4099  HISTORY     - 1988     MONUMENTED       NJGS
 JU4099
 JU4099                          STATION DESCRIPTION
 JU4099
 JU4099'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988 (LJM)
 JU4099'THE STATION IS LOCATED ABOUT 12.6 KM (7.8 MI)
 JU4099'NORTHWEST OF EGG HARBOR AND
 JU4099'4.8 KM (3.0 MI) EAST-SOUTHEAST OF HAMMONTON.
 JU4099'OWNERSHIP--STREET RIGHT OF WAY
 JU4099'
 JU4099'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 206
 JU4099'GO EAST ON U.S. HIGHWAY 30 FOR 4.1 KM (3.0 MI) TO THE CROSSING OF
 JU4099'COUNTY ROAD 561.  TURN LEFT NOW ON MOSS MILL ROAD FOR
 JU4099'1.4 KM (0.9 MI) TO THE STATION ON THE RIGHT AT A SAND ROAD LEFT.
 JU4099'
 JU4099'THE STATION IS A STANDARD NJGS DISK
 JU4099'STAMPED---PINEY 1988 AZ MK---,
 JU4099'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU4099'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JU4099'8.4 METERS (27.6 FT) NORTH-NORTHWEST FROM AN 8
 JU4099'8.4 METERS (27.6 FT) NORTH-NORTHWEST FROM AN 8 INCH PINE TREE,
 JU4099'6.75 METERS (22.1 FT) SOUTH FROM THE CENTER OF MOSS MILL ROAD,
 JU4099'5.7 METERS (18.7 FT) WEST-NORTHWEST FROM A 6 INCH OAK TREE AND
 JU4099'3.0 METERS (9.8 FT) WEST FROM A DIM WOODS ROAD.
 JU4099'
 JU4099'DESCRIBED BY LOUIS J MARCHUK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4373 ***********************************************************************
 JU4373  DESIGNATION -  PINEY RESET
 JU4373  PID         -  JU4373
 JU4373  STATE/COUNTY-  NJ/ATLANTIC
 JU4373  USGS QUAD   -  NEWTONVILLE (1972)
 JU4373
 JU4373                         *CURRENT SURVEY CONTROL
 JU4373  ___________________________________________________________________
 JU4373* NAD 83(1996)-  39 36 50.01734(N)    074 45 10.31124(W)     ADJUSTED  
 JU4373* NAVD 88     -        35.0    (meters)     115.     (feet)  GPS OBS   
 JU4373  ___________________________________________________________________
 JU4373  X           -   1,293,916.794 (meters)                     COMP
 JU4373  Y           -  -4,746,966.947 (meters)                     COMP
 JU4373  Z           -   4,045,053.818 (meters)                     COMP
 JU4373  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 JU4373  ELLIP HEIGHT-           1.52  (meters)          (10/23/02) GPS OBS
 JU4373  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JU4373
 JU4373  HORZ ORDER  -  FIRST
 JU4373  ELLP ORDER  -  FOURTH    CLASS I
 JU4373
 JU4373.The horizontal coordinates were established by GPS observations
 JU4373.and adjusted by the National Geodetic Survey in May 1999..
 JU4373
 JU4373.The orthometric height was determined by GPS observations and a
 JU4373.high-resolution geoid model.
 JU4373
 JU4373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4373
 JU4373.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4373
 JU4373.The ellipsoidal height was determined by GPS observations
 JU4373.and is referenced to NAD 83.
 JU4373
 JU4373.The geoid height was determined by GEOID03.
 JU4373
 JU4373;                    North         East     Units Scale Factor Converg.
 JU4373;SPC NJ       -    86,679.504   128,287.981   MT  0.99990580   -0 09 40.4
 JU4373;SPC NJ       -   284,381.01    420,891.48   sFT  0.99990580   -0 09 40.4
 JU4373;UTM  18      - 4,384,933.799   521,213.780   MT  0.99960554   +0 09 27.3
 JU4373
 JU4373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4373!SPC NJ       -   0.99999976  x   0.99990580  =   0.99990556
 JU4373!UTM  18      -   0.99999976  x   0.99960554  =   0.99960530
 JU4373
 JU4373                          SUPERSEDED SURVEY CONTROL
 JU4373
 JU4373  ELLIP H (05/14/99)    1.50   (m)                       GP(       ) 4 1
 JU4373  NAD 83(1992)-  39 36 50.00715(N)    074 45 10.31056(W) AD(       ) 1
 JU4373
 JU4373.Superseded values are not recommended for survey control.
 JU4373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4373.See file dsdata.txt to determine how the superseded data were derived.
 JU4373
 JU4373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2121484934(NAD 83)
 JU4373_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4373_SP_SET: CONCRETE POST
 JU4373_STAMPING: PINEY 1935 1985
 JU4373_MARK LOGO: NGS   
 JU4373_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4373+STABILITY: SURFACE MOTION
 JU4373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4373+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1993
 JU4373
 JU4373  HISTORY     - Date     Condition        Report By
 JU4373  HISTORY     - 1985     MONUMENTED       NGS
 JU4373  HISTORY     - 19850403 GOOD             NGS
 JU4373  HISTORY     - 1988     GOOD             NJGS
 JU4373  HISTORY     - 19930603 GOOD             NJGS
 JU4373
 JU4373                          STATION DESCRIPTION
 JU4373
 JU4373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 JU4373'THE STATION SURFACE MARK WAS FOUND DESTROYED.  THE SUB-SURFACE MARK
 JU4373'WAS FOUND IN GOOD CONDITION ABOUT 18-INCHES BELOW THE SURFACE.  A NEW
 JU4373'SURFACE AND SUB-SURFACE MARK WAS SET IN THE SAME HORIZONTAL POSITION
 JU4373'AS WAS THE OLD SUB-SURFACE MARK.  RMS ONE AND TWO WERE RECOVERED AND
 JU4373'FOUND IN GOOD CONDITION.  A SHORTER DISTANCE OF 0.011 METERS (0.036
 JU4373'FT) OR 0.04 FT (1.22 CM) WAS NOTED TO RM ONE.  A DIFFERENCE OF 5
 JU4373'MINUTES AND 43 SECONDS IN DIRECTION WAS NOTED BETWEEN THE TWO RMS.
 JU4373'THESE DIFFERENCES WERE CHECKED IN THE FIELD AND THE REASON FOR THE
 JU4373'DIFFERENCES COULD NOT BE DETERMINED.  NO OTHER DIFFERENCES WAS NOTED
 JU4373'FROM THE MOST RECENT INFORMATION AVAILABLE.  THERE IS NO SUITABLE
 JU4373'LOCATION AVAILABLE TO ESTABLISH A AZ MK AT THIS TIME.  A COMPLETE NEW
 JU4373'DESCRIPTION OF THIS STATION FOLLOWS.  THE STATION IS LOCATED ABOUT
 JU4373'12-3/4 KM NW FROM EGG HARBOR, 4-3/4 KM E FROM HAMMONTON AND NEAR THE
 JU4373'HEADWATER OF HAMMONTON CREEK.  OWNERSHIP--ROAD RIGHT-OF-WAY.  TO REACH
 JU4373'THE STATION FROM THE INTERSECTION OF U.S HWYS 30 AND 206 WHICH IS
 JU4373'3-1/4 KM N OF HAMMONTON, GO SE ON U.S HWY 30 FOR 4.1 KM (2.55 MI) TO A
 JU4373'ROAD LEFT.  TURN LEFT AND GO E ON COUNTY ROAD 561 (ROSS MILL ROAD) FOR
 JU4373'1.45 KM (0.90 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO N ON SIXTH
 JU4373'STREET FOR 0.65 KM (0.40 MI) TO THE STATION ON THE RIGHT.
 JU4373' 
 JU4373'THE STATION IS A STANDARD NGS DISK STAMPED---PINEY 1935 1985---, SET
 JU4373'IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 JU4373'DIAMETER, RECESSED 10 INCHES (24 CM) BELOW THE GROUND.  THE STATION IS
 JU4373'LOCATED 14.6 FT (4.5 M) E FROM THE CENTER OF SIXTH STREET, 1.8 FT (0.5
 JU4373'M) N FROM A CARSONITE WITNESS POST AND 0.7 FT (21.3 CM) SW FROM 6-INCH
 JU4373'OAK TREE.  RM 1 IS A STANDARD CGS DISK STAMPED---PINEY NO 1 1935---,
 JU4373'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 JU4373'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 20.0 FT (6.1 M) W
 JU4373'FROM THE CENTER OF SIXTH STREET, 59.2 FT (18.0 M) SW FROM THE WITNESS
 JU4373'POST AND 54.00 FT (16.46 M) S FROM THE APPROXIMATE TOP OF THE HILL.
 JU4373'RM NO 2, IS A STANDARD CGS DISK STAMPED---PINEY NO 2 1935---, SET INTO
 JU4373'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 JU4373'RECESSED 5 INCHES (12 CM) BELOW THE GROUND, LOCATED 37.6 FT (11.5 M) W
 JU4373'FROM THE CENTER OF SIXTH STREET, 66.7 FT (20.3 M) NW FROM THE WITNESS
 JU4373'POST AND 36.0 FT (11.0 M) N FROM THE APPROXIMATE CENTER OF THE TOP OF
 JU4373'THE HILL.
 JU4373
 JU4373                          STATION RECOVERY (1988)
 JU4373
 JU4373'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988 (GRC)
 JU4373'THE STATION WAS RECOVERED AT THIS DATE.
 JU4373'THE STATION MARK HAD BEEN SET IN 1985 BY SOMEONE BUT RECORDS WERE
 JU4373'LOST OR MISPLACED.  THE STATION MARK AND REFERENCE MARKS 1 AND 2
 JU4373'WERE RECOVERED.  AFTER FOUR HOURS OF CLEARING AN AZIMUTH MARK WAS
 JU4373'SET AND POLARIS OBSERVED.  THE OLD REFERENCE MARK DISTANCES CHECKED
 JU4373'WITHIN 2 MILLIMETERS.  THE ANGLE MISSED BY 5.5 MINUTES WITH THE
 JU4373'PUBLISHED BUT AGREED WITH OBSERVATIONS BY NJGS IN 1984.
 JU4373'
 JU4373'THE STATION IS LOCATED ABOUT 12.8 KM (7.9 MI)
 JU4373'NORTHWEST OF EGG HARBOR,
 JU4373'4.8 KM (3.0 MI) EAST-SOUTHEAST OF MAMMONTON AND
 JU4373'1.2 KM (0.8 MI) NORTHEAST OF THE AMTRAK RAILWAY LINE IN AN AREA OF
 JU4373'SCRUB PINE AND UNDERBRUSH.
 JU4373'OWNERSHIP--STREET RIGHT OF WAY
 JU4373'
 JU4373'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 206
 JU4373'GO EAST ON U.S. HIGHWAY 30 FOR 4.1 KM (2.55 MI) TO A ROAD CROSSING.
 JU4373'TURN LEFT EAST ON ATLANTIC COUNTY ROUTE 561, MOSS MILL ROAD FOR
 JU4373'1.4 KM (0.9 MI) TO A SAND TEE ROAD LEFT, 6TH STREET ON THE USGS
 JU4373'QUADRANGLE MAP.  TURN LEFT AND NORTH FOR 0.6 KM (0.4 MI) TO THE TOP
 JU4373'OF A RISE AND THE STATION IN THE RIGHT.
 JU4373'
 JU4373'THE STATION IS A STANDARD NGS DISK
 JU4373'STAMPED---PINEY 1935 1985---,
 JU4373'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU4373'30 CM IN DIAMETER RECESSED 25 CM BELOW GROUND.  LOCATED
 JU4373'4.5 METERS (14.6 FT) EAST FROM THE CENTER OF THE ROAD,
 JU4373'1.8 METERS (6.0 FT) NORTH FROM A WITNESS POST AND
 JU4373'0.7 METERS (2.3 FT) SOUTHWEST FROM A 6 INCH OAK STUMP.
 JU4373'THE UNDERGROUND MARK IS A STANDARD CGS DISK
 JU4373'STAMPED---PINEY 1935---,
 JU4373'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 JU4373'
 JU4373'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK
 JU4373'STAMPED---PINEY 1935 NO 1---,
 JU4373'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU4373'30 CM ON SIDE PROJECTING 3 CM ABOVE GROUND.  LOCATED
 JU4373'6.5 METERS (21.0 FT) WEST FROM THE CENTER OF THE ROAD AND
 JU4373'18.0 METERS (59.2 FT) SOUTHWEST FROM A WITNESS POST.
 JU4373'MARK IS LEVEL WITH THE STATION.
 JU4373'
 JU4373'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK
 JU4373'STAMPED---PINEY NO 2 1935---,
 JU4373'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU4373'30 CM ON SIDE PROJECTING 3 CM ABOVE GROUND.  LOCATED
 JU4373'11.4 METERS (37.6 FT) WEST FROM THE CENTER OF THE ROAD AND
 JU4373'20.3 METERS (66.7 FT) NORTHWEST FROM THE WITNESS POST.
 JU4373'MARK IS LEVEL WITH THE STATION.
 JU4373'
 JU4373'AZIMUTH MARK NO. 1 IS A STANDARD NJGS DISK
 JU4373'STAMPED---PINEY 1988 AZ MK---,
 JU4373'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU4373'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JU4373'8.4 METERS (27.6 FT) NORTH-NORTHWEST FROM A 8 INCH PINE TREE,
 JU4373'6.75 METERS (22.1 FT) SOUTH FROM THE CENTER OF MOSS MILL ROAD,
 JU4373'5.7 METERS (18.7 FT) WEST-NORTHWEST FROM A 6 INCH OAK TREE AND
 JU4373'3.0 METERS (9.8 FT) WEST FROM A DIM WOODS ROAD.
 JU4373'
 JU4373'TO REACH THE AZIMUTH FROM THE STATION,
 JU4373'GO SOUTH FOR 0.64 KM (0.4 MI) ON THE SAND ROAD TO THE STATION.
 JU4373'
 JU4373'DESCRIBED BY LOUIS MARCHUK.
 JU4373
 JU4373                          STATION RECOVERY (1993)
 JU4373
 JU4373'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 JU4373'THE STATION IS LOCATED IN MULLICA TOWNSHIP ON THE SOUTHWEST SIDE OF
 JU4373'MOSS MILL ROAD, COUNTY ROAD 561.  TO REACH THE STATION FROM THE
 JU4373'JUNCTION OF U.S. HIGHWAY 30 AND COUNTY ROAD 561, GO 1.0 MI (1.6 KM)
 JU4373'SOUTHEAST ON COUNTY ROAD 561 TO A SAND ROAD ON THE LEFT.  TURN LEFT
 JU4373'AND GO NORTHEAST ON THE SAND ROAD FOR 0.45 MI (0.72 KM) TO THE
 JU4373'STATION ON THE RIGHT, SET ABOUT 1.5 FT (0.5 M) BELOW THE GROUND,
 JU4373'ADJACENT TO THE ORIGINAL MONUMENT FOR THE STATION, NOW BROKEN IN
 JU4373'SEVERAL PIECES, AND ON THE SUMMIT OF THE LAND.  THE STATION IS 0.55 M
 JU4373'(1.80 FT) NORTH NORTHWEST FROM AN ORANGE CARSONITE WITNESS POST AND
 JU4373'4.5 M (14.8 FT) SOUTHEAST FROM THE CENTERLINE OF THE SAND ROAD.
 JU4373'REFERENCE MARK NUMBER 2 WAS ALSO RECOVERED.  NO MEASUREMENTS WERE
 JU4373'MADE TO VERIFY ITS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4891 ***********************************************************************
 KV4891  DESIGNATION -  PISCATAWAY VILL WATER WKS TANK
 KV4891  PID         -  KV4891
 KV4891  STATE/COUNTY-  NJ/MIDDLESEX
 KV4891  USGS QUAD   -  PLAINFIELD (1995)
 KV4891
 KV4891                         *CURRENT SURVEY CONTROL
 KV4891  ___________________________________________________________________
 KV4891* NAD 83(1996)-  40 30 21.92891(N)    074 24 06.19263(W)     ADJUSTED  
 KV4891* NAVD 88     -                                                        
 KV4891  ___________________________________________________________________
 KV4891  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 KV4891  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV4891
 KV4891  HORZ ORDER  -  THIRD
 KV4891
 KV4891.The horizontal coordinates were established by classical geodetic methods
 KV4891.and adjusted by the National Geodetic Survey in September 1999..
 KV4891
 KV4891
 KV4891.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4891
 KV4891.The geoid height was determined by GEOID03.
 KV4891
 KV4891;                    North         East     Units Scale Factor Converg.
 KV4891;SPC NJ       -   185,709.561   158,329.375   MT  0.99990085   +0 03 49.8
 KV4891;SPC NJ       -   609,282.12    519,452.29   sFT  0.99990085   +0 03 49.8
 KV4891;UTM  18      - 4,484,102.775   550,690.117   MT  0.99963163   +0 23 19.0
 KV4891
 KV4891                          SUPERSEDED SURVEY CONTROL
 KV4891
 KV4891  NAD 83(1996)-  40 30 21.92858(N)    074 24 06.19369(W) AD(       ) 4
 KV4891  NAD 83(1986)-  40 30 21.93015(N)    074 24 06.19398(W) AD(       ) 4
 KV4891  NAD 27      -  40 30 21.56000(N)    074 24 07.63800(W) AD(       ) 3
 KV4891
 KV4891.Superseded values are not recommended for survey control.
 KV4891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4891.See file dsdata.txt to determine how the superseded data were derived.
 KV4891
 KV4891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5069084103(NAD 83)
 KV4891_MARKER: 53 = ELEVATED TANK
 KV4891
 KV4891  HISTORY     - Date     Condition        Report By
 KV4891  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4891  HISTORY     - 1933     GOOD             CGS
 KV4891
 KV4891                          STATION DESCRIPTION
 KV4891
 KV4891'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4891'THE TANK N OF THE RARITAN RIVER IS IN RARITAN TOWNSHIP ON THE N
 KV4891'SIDE OF JEFFERSON BOULEVARD JUST E OF SUPER HIGHWAY 25, THE
 KV4891'PROPERTY OF THE RARITAN TOWNSHIP WATER DEPARTMENT.  IT IS AN
 KV4891'ORDINARY TYPE, CONICAL TOP, BLACK, STEEL TANK (27.8 METERS
 KV4891'CIRCUMFERENCE) SUPPORTED BY A SKELETON STEEL FRAMEWORK.  ON ITS
 KV4891'SIDE IN WHITE IS THE NAME RARITAN TOWNSHIP WATER DEPARTMENT.
 KV4891'
 KV4891'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 100 FEET
 KV4891'ABOVE GROUND.
 KV4891
 KV4891                          STATION RECOVERY (1933)
 KV4891
 KV4891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV4891'WATER TANK IS APPROXIMATELY 2 MILES NE OF NEW BRUNSWICK IN
 KV4891'PISCATAWAY VILLAGE, APPROXIMATELY 0.2 MILE NW OF HIGHWAY 1, AND
 KV4891'CAN BE SEEN FROM HIGHWAY RARITAN TOWNSHIP WATER DEPARTMENT IN
 KV4891'LARGE WHITE LETTERS ON BOTH N AND S SIDES OF TANK.  TANK IS
 KV4891'APPROXIMATELY 100 FEET HIGH, 0.1 MILE W OF INTERSECTION OF
 KV4891'PLAINFIELD AVENUE AND JEFFERSON BOULEVARD.  (BOULEVARD IN NAME
 KV4891'ONLY, AS IT IS A DIRT ROAD).  TANK SETS IN FIELD WITH WHICH IS
 KV4891'A SUBDIVISION PLOT BUT SPARSELY BUILT UP.  THE NEAREST HOUSE
 KV4891'IS 100 YARDS DISTANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3231 ***********************************************************************
 JU3231  DESIGNATION -  PITMAN MUNICIPAL STANDPIPE
 JU3231  PID         -  JU3231
 JU3231  STATE/COUNTY-  NJ/GLOUCESTER
 JU3231  USGS QUAD   -  PITMAN WEST (1995)
 JU3231
 JU3231                         *CURRENT SURVEY CONTROL
 JU3231  ___________________________________________________________________
 JU3231* NAD 83(1996)-  39 44 04.95702(N)    075 07 43.92311(W)     ADJUSTED  
 JU3231* NAVD 88     -                                                        
 JU3231  ___________________________________________________________________
 JU3231  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 JU3231  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JU3231
 JU3231  HORZ ORDER  -  THIRD
 JU3231
 JU3231.The horizontal coordinates were established by classical geodetic methods
 JU3231.and adjusted by the National Geodetic Survey in September 1999..
 JU3231
 JU3231
 JU3231.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3231
 JU3231.The geoid height was determined by GEOID03.
 JU3231
 JU3231;                    North         East     Units Scale Factor Converg.
 JU3231;SPC NJ       -   100,250.784    96,096.528   MT  0.99993576   -0 24 07.2
 JU3231;SPC NJ       -   328,906.11    315,276.69   sFT  0.99993576   -0 24 07.2
 JU3231;SPC PA S     -    47,901.474   824,667.710   MT  1.00003699   +1 42 02.1
 JU3231;SPC PA S     -   157,156.75  2,705,597.31   sFT  1.00003699   +1 42 02.1
 JU3231;UTM  18      - 4,398,321.269   488,957.454   MT  0.99960150   -0 04 56.6
 JU3231
 JU3231                          SUPERSEDED SURVEY CONTROL
 JU3231
 JU3231  NAD 83(1991)-  39 44 04.95659(N)    075 07 43.92567(W) AD(       ) 4
 JU3231  NAD 83(1986)-  39 44 04.95021(N)    075 07 43.92826(W) AD(       ) 4
 JU3231  NAD 27      -  39 44 04.54900(N)    075 07 45.27800(W) AD(       ) 3
 JU3231
 JU3231.Superseded values are not recommended for survey control.
 JU3231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3231.See file dsdata.txt to determine how the superseded data were derived.
 JU3231
 JU3231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8895798321(NAD 83)
 JU3231_MARKER: 52 = STANDPIPE TANK
 JU3231
 JU3231  HISTORY     - Date     Condition        Report By
 JU3231  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3231  HISTORY     - 1946     GOOD             CGS
 JU3231  HISTORY     - 19981114 GOOD             USPSQD
 JU3231  HISTORY     - 20040122 GOOD             GEOCAC
 JU3231
 JU3231                          STATION DESCRIPTION
 JU3231
 JU3231'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3231'THIS STATION IS THE CENTER OF THE MUNICIPAL STANDPIPE, PITMAN,
 JU3231'NEW JERSEY.  IT IS IN THE HIGHEST PART OF TOWN, ABOUT 100 FEET
 JU3231'W OF NORTH SUMMIT AVENUE AND ABOUT 300 FEET N OF EAST HOLLY
 JU3231'AVENUE.  IT IS A BLACK CYLINDRICAL STEEL STANDPIPE ABOUT 25
 JU3231'FEET IN DIAMETER AND 125 FEET HIGH.  IT IS LETTERED PITMAN ON
 JU3231'E AND W SIDES.
 JU3231
 JU3231                          STATION RECOVERY (1946)
 JU3231
 JU3231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3231'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 JU3231'ADEQUATE.
 JU3231
 JU3231                          STATION RECOVERY (1998)
 JU3231
 JU3231'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3231'RECOVERED IN GOOD CONDITION.
 JU3231
 JU3231                          STATION RECOVERY (2004)
 JU3231
 JU3231'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 JU3231'FOUND AS DESCRIBED, EXCEPT TANK IS NOW A PALE, FADED BLUE, NOT BLACK
 JU3231'AS DESCRIBED IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5213 ***********************************************************************
 AI5213  DESIGNATION -  PK PIER
 AI5213  PID         -  AI5213
 AI5213  STATE/COUNTY-  NJ/MONMOUTH
 AI5213  USGS QUAD   -  LONG BRANCH (1981)
 AI5213
 AI5213                         *CURRENT SURVEY CONTROL
 AI5213  ___________________________________________________________________
 AI5213* NAD 83(1996)-  40 18 10.24834(N)    073 58 32.56512(W)     ADJUSTED  
 AI5213* NAVD 88     -         7.6    (meters)      25.     (feet)  VERTCON   
 AI5213  ___________________________________________________________________
 AI5213  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 AI5213  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 AI5213
 AI5213  HORZ ORDER  -  THIRD
 AI5213
 AI5213.The horizontal coordinates were established by classical geodetic methods
 AI5213.and adjusted by the National Geodetic Survey in May 2000..
 AI5213
 AI5213.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI5213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI5213
 AI5213.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5213
 AI5213.The geoid height was determined by GEOID03.
 AI5213
 AI5213;                    North         East     Units Scale Factor Converg.
 AI5213;SPC NJ       -   163,270.304   194,568.161   MT  0.99992444   +0 20 20.9
 AI5213;SPC NJ       -   535,662.66    638,345.71   sFT  0.99992444   +0 20 20.9
 AI5213;UTM  18      - 4,461,874.435   587,046.157   MT  0.99969327   +0 39 45.3
 AI5213
 AI5213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5213!SPC NJ       -   1.00000394  x   0.99992444  =   0.99992838
 AI5213!UTM  18      -   1.00000394  x   0.99969327  =   0.99969721
 AI5213
 AI5213                          SUPERSEDED SURVEY CONTROL
 AI5213
 AI5213  NGVD 29 (05/18/00)    7.9    (m)           26.     (f) VERT ANG       
 AI5213
 AI5213.Superseded values are not recommended for survey control.
 AI5213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5213.See file dsdata.txt to determine how the superseded data were derived.
 AI5213
 AI5213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8704661874(NAD 83)
 AI5213_MARKER: DD = SURVEY DISK
 AI5213_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI5213+WITH SETTING: PAVEMENT
 AI5213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5213+STABILITY: SURFACE MOTION
 AI5213
 AI5213  HISTORY     - Date     Condition        Report By
 AI5213  HISTORY     - 1988     MONUMENTED       NOSAMC
 AI5213
 AI5213                          STATION DESCRIPTION
 AI5213
 AI5213'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5213'THE STATION IS LOCATED IN LONG BRANCH ON THE LONG BRANCH PIER AND NEAR
 AI5213'THE EAST END OF THE REMAINING WHOLE PORTION OF THE PIER, WHICH IS IN A
 AI5213'STATE OF RUINS. THE STATION IS AN ALUMINUM PK MASONRY NAIL DRIVEN INTO
 AI5213'A CONCERET AND NEAR THE EAST END OF THE REMAINING WHOLE PORTION OF THE
 AI5213'PIER. WHICH IS IN A STATE OF RUINS. THE STATION IS AN ALUMINUM PK
 AI5213'MASONRY NAIL DRIVEN INTO A CONCRETE WHICH IS IN A STAOXIMATE PK
 AI5213'MASONRY NAIL DRIVEN INTO A CONCRETE JOINT AT THE APPROXIMATE CENTER OF
 AI5213'THE PIER. IT IS-- 9.570 M (31.390 FT.) S OF THE N EDGE OF THE PEIR.
 AI5213'9.575 M (31.414 FT.) N OF THE S SDIE OF THE PEIR. 1.500 M (4.921 FT.)
 AI5213'W OF THE E EDGE OF THE PIER WHERE A U IS FORMED. AND 5.140 M (16.863
 AI5213'FT.) E FO THE E SIDE OF THE RAMINS OF A WOODEN BAIT SHOP. AN ORANGE
 AI5213'BLAZE IS PAINTED AROUND THE NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG9909 ***********************************************************************
 DG9909  DESIGNATION -  PL 100 AZ MK
 DG9909  PID         -  DG9909
 DG9909  STATE/COUNTY-  NJ/MONMOUTH
 DG9909  USGS QUAD   -  LONG BRANCH (1981)
 DG9909
 DG9909                         *CURRENT SURVEY CONTROL
 DG9909  ___________________________________________________________________
 DG9909* NAD 83(1986)-  40 22 02.     (N)    073 58 28.     (W)     SCALED    
 DG9909* NAVD 88     -         1.687  (meters)       5.53   (feet)  ADJUSTED  
 DG9909  ___________________________________________________________________
 DG9909  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 DG9909  DYNAMIC HT  -           1.686 (meters)       5.53  (feet)  COMP
 DG9909  MODELED GRAV-     980,178.8   (mgal)                       NAVD 88
 DG9909
 DG9909  VERT ORDER  -  FIRST     CLASS II
 DG9909
 DG9909.The horizontal coordinates were scaled from a topographic map and have
 DG9909.an estimated accuracy of +/- 6 seconds.
 DG9909
 DG9909.The orthometric height was determined by differential leveling
 DG9909.and adjusted by the National Geodetic Survey in May 2006..
 DG9909
 DG9909.The geoid height was determined by GEOID03.
 DG9909
 DG9909.The dynamic height is computed by dividing the NAVD 88
 DG9909.geopotential number by the normal gravity value computed on the
 DG9909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9909.degrees latitude (g = 980.6199 gals.).
 DG9909
 DG9909.The modeled gravity was interpolated from observed gravity values.
 DG9909
 DG9909;                    North         East    Units  Estimated Accuracy
 DG9909;SPC NJ       -   170,420.      194,630.      MT  (+/- 180 meters Scaled)
 DG9909
 DG9909                          SUPERSEDED SURVEY CONTROL
 DG9909
 DG9909.No superseded survey control is available for this station.
 DG9909
 DG9909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK870690(NAD 83)
 DG9909_MARKER: DD = SURVEY DISK
 DG9909_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG9909_SP_SET: CURB
 DG9909_STAMPING: PL 100 AZ
 DG9909_MARK LOGO: USE   
 DG9909_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG9909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9909+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003
 DG9909
 DG9909  HISTORY     - Date     Condition        Report By
 DG9909  HISTORY     - 20030717 MONUMENTED       USE
 DG9909  HISTORY     - 20030724 GOOD             NJGS
 DG9909
 DG9909                          STATION DESCRIPTION
 DG9909
 DG9909'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DG9909'THE STATION IS LOCATED IN THE BOROUGH OF SEA BRIGHT, SET IN A DRILL
 DG9909'HOLE IN THE WEST  CURBLINE OF STATE ROUTE 36 (OCEAN AVENUE).
 DG9909' 
 DG9909'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 36 (OCEAN
 DG9909'AVENUE) AND COUNTY  ROUTE 520 (RUMSON ROAD) AT THE BRIDGE OVER THE
 DG9909'SHREWSBURY RIVER IN SEA BRIGHT, GO  ABOUT 0.15 MILES NORTH ON ROUTE 36
 DG9909'TO THE STATION ON THE LEFT.
 DG9909' 
 DG9909'THE STATION IS 4.6 M WEST OF THE CENTERLINE OF ROUTE 36, 23.2 M
 DG9909'SOUTHWEST OF POLE NUMBER  JC 167 SBR, 19.4 M NORTHEAST OF POLE NUMBER
 DG9909'JC 166 SBR, 20.4 M SOUTHEAST OF THE SOUTHEAST  CORNER OF HOUSE NUMBER
 DG9909'932 (2 STORY FRAME), 14.4 M NORTH OF THE CENTERLINE OF THE  DRIVEWAY
 DG9909'INTO THE ANCHORAGE MOTEL WHICH IS ON THE NORTHWEST CORNER OF ROUTE 36
 DG9909'AND  COUNTY ROUTE 520 ADJACENT TO THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG9908 ***********************************************************************
 DG9908  DESIGNATION -  PL 100 OFFSET
 DG9908  PID         -  DG9908
 DG9908  STATE/COUNTY-  NJ/MONMOUTH
 DG9908  USGS QUAD   -  LONG BRANCH (1981)
 DG9908
 DG9908                         *CURRENT SURVEY CONTROL
 DG9908  ___________________________________________________________________
 DG9908* NAD 83(1986)-  40 22 19.     (N)    073 58 29.     (W)     SCALED    
 DG9908* NAVD 88     -         1.494  (meters)       4.90   (feet)  ADJUSTED  
 DG9908  ___________________________________________________________________
 DG9908  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DG9908  DYNAMIC HT  -           1.494 (meters)       4.90  (feet)  COMP
 DG9908  MODELED GRAV-     980,179.9   (mgal)                       NAVD 88
 DG9908
 DG9908  VERT ORDER  -  FIRST     CLASS II
 DG9908
 DG9908.The horizontal coordinates were scaled from a topographic map and have
 DG9908.an estimated accuracy of +/- 6 seconds.
 DG9908
 DG9908.The orthometric height was determined by differential leveling
 DG9908.and adjusted by the National Geodetic Survey in May 2006..
 DG9908
 DG9908.The geoid height was determined by GEOID03.
 DG9908
 DG9908.The dynamic height is computed by dividing the NAVD 88
 DG9908.geopotential number by the normal gravity value computed on the
 DG9908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9908.degrees latitude (g = 980.6199 gals.).
 DG9908
 DG9908.The modeled gravity was interpolated from observed gravity values.
 DG9908
 DG9908;                    North         East    Units  Estimated Accuracy
 DG9908;SPC NJ       -   170,940.      194,610.      MT  (+/- 180 meters Scaled)
 DG9908
 DG9908                          SUPERSEDED SURVEY CONTROL
 DG9908
 DG9908.No superseded survey control is available for this station.
 DG9908
 DG9908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK870695(NAD 83)
 DG9908_MARKER: DD = SURVEY DISK
 DG9908_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG9908_SP_SET: CURB
 DG9908_STAMPING: PL 100 OFFSET
 DG9908_MARK LOGO: USE   
 DG9908_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG9908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9908+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003
 DG9908
 DG9908  HISTORY     - Date     Condition        Report By
 DG9908  HISTORY     - 20030717 MONUMENTED       USE
 DG9908  HISTORY     - 20030724 GOOD             NJGS
 DG9908
 DG9908                          STATION DESCRIPTION
 DG9908
 DG9908'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DG9908'THE STATION IS LOCATED IN THE BOROUGH OF SEA BRIGHT, SET IN A DRILL
 DG9908'HOLE IN THE WEST  CURBLINE OF STATE ROUTE 36 (OCEAN AVENUE), NORTH OF
 DG9908'MCLOONES RESTURANT, OPPOSITE AND  ACROSS THE ROAD FROM THE NORTH GATE
 DG9908'LEADING TO A PARKING LOT FOR THE SHIP AHOY BEACH  CLUB.
 DG9908' 
 DG9908'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 36 (OCEAN
 DG9908'AVENUE) AND COUNTY  ROUTE 520 (RUMSON ROAD) AT THE BRIDGE OVER THE
 DG9908'SHREWSBURY RIVER IN SEA BRIGHT, GO  ABOUT 0.05 MILES NORTH ON ROUTE 36
 DG9908'TO THE STATION ON THE LEFT.
 DG9908' 
 DG9908'THE STATION IS 4.6 M WEST OF THE CENTERLINE OF ROUTE 36, 22.4 M NORTH
 DG9908'OF THE CENTERLINE OF  THE NORTH DRIVEWAY INTO MCLOONES RESTURANT, 13.4
 DG9908'M NORTHWEST OF POLE NUMBER JC 178  SBR, 31.5 M SOUTH SOUTHEAST OF THE
 DG9908'NORTHEAST FENCE CORNER AT THE NORTHEAST CORNER OF  MCLOONES PARKING
 DG9908'LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG9907 ***********************************************************************
 DG9907  DESIGNATION -  PL 70 AZ MK
 DG9907  PID         -  DG9907
 DG9907  STATE/COUNTY-  NJ/MONMOUTH
 DG9907  USGS QUAD   -  SANDY HOOK (1981)
 DG9907
 DG9907                         *CURRENT SURVEY CONTROL
 DG9907  ___________________________________________________________________
 DG9907* NAD 83(1986)-  40 24 39.     (N)    073 58 49.     (W)     SCALED    
 DG9907* NAVD 88     -         3.444  (meters)      11.30   (feet)  ADJUSTED  
 DG9907  ___________________________________________________________________
 DG9907  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DG9907  DYNAMIC HT  -           3.442 (meters)      11.29  (feet)  COMP
 DG9907  MODELED GRAV-     980,189.3   (mgal)                       NAVD 88
 DG9907
 DG9907  VERT ORDER  -  FIRST     CLASS II
 DG9907
 DG9907.The horizontal coordinates were scaled from a topographic map and have
 DG9907.an estimated accuracy of +/- 6 seconds.
 DG9907
 DG9907.The orthometric height was determined by differential leveling
 DG9907.and adjusted by the National Geodetic Survey in May 2006..
 DG9907
 DG9907.The geoid height was determined by GEOID03.
 DG9907
 DG9907.The dynamic height is computed by dividing the NAVD 88
 DG9907.geopotential number by the normal gravity value computed on the
 DG9907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9907.degrees latitude (g = 980.6199 gals.).
 DG9907
 DG9907.The modeled gravity was interpolated from observed gravity values.
 DG9907
 DG9907;                    North         East    Units  Estimated Accuracy
 DG9907;SPC NJ       -   175,260.      194,110.      MT  (+/- 180 meters Scaled)
 DG9907
 DG9907                          SUPERSEDED SURVEY CONTROL
 DG9907
 DG9907.No superseded survey control is available for this station.
 DG9907
 DG9907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK865738(NAD 83)
 DG9907_MARKER: DD = SURVEY DISK
 DG9907_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG9907_SP_SET: CURB
 DG9907_STAMPING: PL 70 AZ
 DG9907_MARK LOGO: USE   
 DG9907_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG9907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9907+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2003
 DG9907
 DG9907  HISTORY     - Date     Condition        Report By
 DG9907  HISTORY     - UNK      MONUMENTED       USE
 DG9907  HISTORY     - 20030523 GOOD             NJGS
 DG9907
 DG9907                          STATION DESCRIPTION
 DG9907
 DG9907'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DG9907'THE STATION IS LOCATED IN THE GATEWAY NATIONAL RECREATION AREA, SANDY
 DG9907'HOOK.
 DG9907' 
 DG9907'THE STATION IS SET IN THE WEST CURBLINE OF THE SOUTHBOUND LANES OF THE
 DG9907'SANDY HOOK  ROAD.
 DG9907' 
 DG9907'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 36 (OCEAN
 DG9907'AVENUE) AND COUNTY  ROUTE 520 (RUMSON ROAD) AT THE BRIDGE OVER THE
 DG9907'SHREWSBURY RIVER IN SEA BRIGHT, GO  ABOUT 2.0 MILES NORTH ON ROUTE 36
 DG9907'TO THE JUNCTION WITH SANDY HOOK ROAD (THE ENTRANCE  ROAD TO THE PARK),
 DG9907'CONTINUE NORTH ON SANDY HOOK ROAD, INTO THE PARK FOR ABOUT 1.1 MILES
 DG9907'TO THE STATION ON THE LEFT.
 DG9907' 
 DG9907'THE STATION IS 36.2 M NORTHWEST AND ACROSS THE ROAD FROM POLE NUMBER
 DG9907'JC 8352 MDT, 35.9     M SOUTHWEST AND ACROSS THE ROAD FROM POLE NUMBER
 DG9907'JC 8353 MDT,  62.5 M SOUTH AND  ACROSS THE ROAD FROM BENCHMARK H 70,
 DG9907'WHICH IS SET ON TOP OF THE SEAWALL, 7.2  M WEST OF  THE  CENTERLINE OF
 DG9907'SANDY HOOK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG9906 ***********************************************************************
 DG9906  DESIGNATION -  PL 80 AZ MK
 DG9906  PID         -  DG9906
 DG9906  STATE/COUNTY-  NJ/MONMOUTH
 DG9906  USGS QUAD   -  SANDY HOOK (1981)
 DG9906
 DG9906                         *CURRENT SURVEY CONTROL
 DG9906  ___________________________________________________________________
 DG9906* NAD 83(1986)-  40 23 53.     (N)    073 58 38.     (W)     SCALED    
 DG9906* NAVD 88     -         2.713  (meters)       8.90   (feet)  ADJUSTED  
 DG9906  ___________________________________________________________________
 DG9906  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 DG9906  DYNAMIC HT  -           2.712 (meters)       8.90  (feet)  COMP
 DG9906  MODELED GRAV-     980,186.2   (mgal)                       NAVD 88
 DG9906
 DG9906  VERT ORDER  -  FIRST     CLASS II
 DG9906
 DG9906.The horizontal coordinates were scaled from a topographic map and have
 DG9906.an estimated accuracy of +/- 6 seconds.
 DG9906
 DG9906.The orthometric height was determined by differential leveling
 DG9906.and adjusted by the National Geodetic Survey in May 2006..
 DG9906
 DG9906.The geoid height was determined by GEOID03.
 DG9906
 DG9906.The dynamic height is computed by dividing the NAVD 88
 DG9906.geopotential number by the normal gravity value computed on the
 DG9906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9906.degrees latitude (g = 980.6199 gals.).
 DG9906
 DG9906.The modeled gravity was interpolated from observed gravity values.
 DG9906
 DG9906;                    North         East    Units  Estimated Accuracy
 DG9906;SPC NJ       -   173,840.      194,380.      MT  (+/- 180 meters Scaled)
 DG9906
 DG9906                          SUPERSEDED SURVEY CONTROL
 DG9906
 DG9906.No superseded survey control is available for this station.
 DG9906
 DG9906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK867724(NAD 83)
 DG9906_MARKER: DD = SURVEY DISK
 DG9906_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG9906_SP_SET: CURB
 DG9906_STAMPING: PL 80 AZ
 DG9906_MARK LOGO: USE   
 DG9906_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG9906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9906+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2003
 DG9906
 DG9906  HISTORY     - Date     Condition        Report By
 DG9906  HISTORY     - UNK      MONUMENTED       USE
 DG9906  HISTORY     - 20030523 GOOD             NJGS
 DG9906
 DG9906                          STATION DESCRIPTION
 DG9906
 DG9906'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DG9906'THE STATION IS LOCATED IN THE GATEWAY NATIONAL RECREATION AREA, SANDY
 DG9906'HOOK.
 DG9906' 
 DG9906'THE STATION IS SET IN THE WEST CURBLINE OF THE SOUTHBOUND LANES OF THE
 DG9906'SANDY HOOK  ROAD, JUST SOUTH OF THE FORMER PARK ENTRANCE BUILDING
 DG9906'(BRICK STRUCTURE).
 DG9906' 
 DG9906'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 36 (OCEAN
 DG9906'AVENUE) AND COUNTY  ROUTE 520 (RUMSON ROAD) AT THE BRIDGE OVER THE
 DG9906'SHREWSBURY RIVER IN SEA BRIGHT, GO  ABOUT 2.0 MILES NORTH ON ROUTE 36
 DG9906'TO THE JUNCTION WITH SANDY HOOK ROAD (THE ENTRANCE  ROAD FOR THE
 DG9906'PARK), CONTINUE NORTH ON SANDY HOOK ROAD, INTO THE PARK FOR ABOUT 0.3
 DG9906'MILE  TO THE STATION ON THE LEFT.
 DG9906' 
 DG9906'THE STATION IS 16.1 M NORTH NORTHEAST OF POLE NUMBER JC 245 SBR, 18.6
 DG9906'M SOUTH SOUTHWEST  OF THE SOUTHEAST CORNER OF A CHAINLINK FENCE, 6.8 M
 DG9906'WEST OF THE CENTERLINE OF SANDY  HOOK  ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3950 ***********************************************************************
 KV3950  DESIGNATION -  PLANE 1 1913
 KV3950  PID         -  KV3950
 KV3950  STATE/COUNTY-  NJ/BERGEN
 KV3950  USGS QUAD   -  WEEHAWKEN (1995)
 KV3950
 KV3950                         *CURRENT SURVEY CONTROL
 KV3950  ___________________________________________________________________
 KV3950* NAD 83(1996)-  40 51 40.10663(N)    074 06 22.53707(W)     ADJUSTED  
 KV3950* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 KV3950  ___________________________________________________________________
 KV3950  LAPLACE CORR-           6.63  (seconds)                    DEFLEC99
 KV3950  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KV3950
 KV3950  HORZ ORDER  -  THIRD
 KV3950
 KV3950.The horizontal coordinates were established by classical geodetic methods
 KV3950.and adjusted by the National Geodetic Survey in September 1999..
 KV3950
 KV3950.The orthometric height was scaled from a topographic map.
 KV3950
 KV3950.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3950
 KV3950.The geoid height was determined by GEOID03.
 KV3950
 KV3950;                    North         East     Units Scale Factor Converg.
 KV3950;SPC NJ       -   225,203.046   183,193.508   MT  0.99991356   +0 15 27.4
 KV3950;SPC NJ       -   738,853.66    601,027.37   sFT  0.99991356   +0 15 27.4
 KV3950;SPC NY L     -    77,124.372   291,041.081   MT  0.99999492   -0 04 10.2
 KV3950;SPC NY L     -   253,032.21    954,857.28   sFT  0.99999492   -0 04 10.2
 KV3950;UTM  18      - 4,523,726.908   575,322.851   MT  0.99966983   +0 35 05.1
 KV3950
 KV3950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3950!SPC NJ       -   1.00000367  x   0.99991356  =   0.99991723
 KV3950!SPC NY L     -   1.00000367  x   0.99999492  =   0.99999859
 KV3950!UTM  18      -   1.00000367  x   0.99966983  =   0.99967349
 KV3950
 KV3950:                Primary Azimuth Mark                     Grid Az
 KV3950:SPC NJ       -  ROOF 1913                                265 55 07.7
 KV3950:SPC NY L     -  ROOF 1913                                266 14 45.3
 KV3950:UTM  18      -  ROOF 1913                                265 35 30.0
 KV3950
 KV3950|---------------------------------------------------------------------|
 KV3950| PID    Reference Object                     Distance      Geod. Az  |
 KV3950|                                                           dddmmss.s |
 KV3950| KV3953 ROOF 1913                           APPROX. 0.9 KM 2661035.1 |
 KV3950|---------------------------------------------------------------------|
 KV3950
 KV3950                          SUPERSEDED SURVEY CONTROL
 KV3950
 KV3950  NAD 83(1996)-  40 51 40.10648(N)    074 06 22.53740(W) AD(       ) 3
 KV3950  NAD 83(1996)-  40 51 40.10307(N)    074 06 22.54157(W) AD(       ) 3
 KV3950  NAD 83(1992)-  40 51 40.10297(N)    074 06 22.54187(W) AD(       ) 3
 KV3950  NAD 83(1986)-  40 51 40.10946(N)    074 06 22.54743(W) AD(       ) 3
 KV3950  NAD 27      -  40 51 39.75200(N)    074 06 24.03800(W) AD(       ) 3
 KV3950
 KV3950.Superseded values are not recommended for survey control.
 KV3950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3950.See file dsdata.txt to determine how the superseded data were derived.
 KV3950
 KV3950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7532323727(NAD 83)
 KV3950_MARKER: DS = TRIANGULATION STATION DISK
 KV3950_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV3950_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV3950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3950
 KV3950  HISTORY     - Date     Condition        Report By
 KV3950  HISTORY     - 1913     MONUMENTED       CGS
 KV3950  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV3950
 KV3950                          STATION DESCRIPTION
 KV3950
 KV3950'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV3950'STATION IS ON THE E SIDE OF PASSAIC RIVER, ABOUT 1/8 MILE BELOW
 KV3950'THE MOUTH OF SADDLE RIVER 5 METERS FROM THE EDGE OF A PERPENDICULAR
 KV3950'BLUFF, AND CLOSE TO THE W SIDE OF THE RIVER ROAD.  THE CHIMNEY
 KV3950'OF A PAPER MILL BEARS N 25 DEG E AT AN ESTIMATED DISTANCE OF
 KV3950'200 METERS.
 KV3950'
 KV3950'THE STATION IS MARKED BY A C. AND G.S. STANDARD BRASS DISK
 KV3950'CEMENTED IN THE TOP OF A 4-INCH TILE PIPE AND SUNK TO THE GROUND
 KV3950'LEVEL.  THE SUBSURFACE MARK IS A BURIED BOTTLE.
 KV3950
 KV3950                          STATION RECOVERY (1933)
 KV3950
 KV3950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3950'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4037 ***********************************************************************
 KV4037  DESIGNATION -  PLANE 2 1913
 KV4037  PID         -  KV4037
 KV4037  STATE/COUNTY-  NJ/BERGEN
 KV4037  USGS QUAD   -  WEEHAWKEN (1995)
 KV4037
 KV4037                         *CURRENT SURVEY CONTROL
 KV4037  ___________________________________________________________________
 KV4037* NAD 83(1996)-  40 51 18.97386(N)    074 06 29.95955(W)     ADJUSTED  
 KV4037* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 KV4037  ___________________________________________________________________
 KV4037  LAPLACE CORR-           6.58  (seconds)                    DEFLEC99
 KV4037  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KV4037
 KV4037  HORZ ORDER  -  THIRD
 KV4037
 KV4037.The horizontal coordinates were established by classical geodetic methods
 KV4037.and adjusted by the National Geodetic Survey in September 1999..
 KV4037
 KV4037.The orthometric height was scaled from a topographic map.
 KV4037
 KV4037.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4037
 KV4037.The geoid height was determined by GEOID03.
 KV4037
 KV4037;                    North         East     Units Scale Factor Converg.
 KV4037;SPC NJ       -   224,550.436   183,022.606   MT  0.99991342   +0 15 22.4
 KV4037;SPC NJ       -   736,712.56    600,466.67   sFT  0.99991342   +0 15 22.4
 KV4037;SPC NY L     -    76,472.695   290,866.443   MT  0.99999490   -0 04 15.1
 KV4037;SPC NY L     -   250,894.17    954,284.32   sFT  0.99999490   -0 04 15.1
 KV4037;UTM  18      - 4,523,073.491   575,155.719   MT  0.99966952   +0 34 59.9
 KV4037
 KV4037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4037!SPC NJ       -   1.00000414  x   0.99991342  =   0.99991756
 KV4037!SPC NY L     -   1.00000414  x   0.99999490  =   0.99999904
 KV4037!UTM  18      -   1.00000414  x   0.99966952  =   0.99967366
 KV4037
 KV4037|---------------------------------------------------------------------|
 KV4037| PID    Reference Object                     Distance      Geod. Az  |
 KV4037|                                                           dddmmss.s |
 KV4037| KV4019 PLANE 3 1913                        353.015 METERS 27549     |
 KV4037|---------------------------------------------------------------------|
 KV4037
 KV4037                          SUPERSEDED SURVEY CONTROL
 KV4037
 KV4037  NAD 83(1996)-  40 51 18.97370(N)    074 06 29.95988(W) AD(       ) 3
 KV4037  NAD 83(1996)-  40 51 18.97022(N)    074 06 29.96430(W) AD(       ) 3
 KV4037  NAD 83(1992)-  40 51 18.97017(N)    074 06 29.96461(W) AD(       ) 3
 KV4037  NAD 83(1986)-  40 51 18.97530(N)    074 06 29.96968(W) AD(       ) 3
 KV4037  NAD 27      -  40 51 18.62200(N)    074 06 31.46100(W) AD(       ) 3
 KV4037
 KV4037.Superseded values are not recommended for survey control.
 KV4037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4037.See file dsdata.txt to determine how the superseded data were derived.
 KV4037
 KV4037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7515623073(NAD 83)
 KV4037_MARKER: DS = TRIANGULATION STATION DISK
 KV4037_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV4037_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4037
 KV4037  HISTORY     - Date     Condition        Report By
 KV4037  HISTORY     - 1913     MONUMENTED       CGS
 KV4037  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4037
 KV4037                          STATION DESCRIPTION
 KV4037
 KV4037'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4037'STATION IS ON THE E SIDE OF PASSAIC RIVER, ABOUT 3/4 MILE BELOW
 KV4037'THE GARFIELD BRIDGE, 5/8 MILE ABOVE SECOND STREET BRIDGE, AND
 KV4037'ABOUT 45 METERS ABOVE THE JUNCTION OF PASH STREET, WALLINGTON,
 KV4037'WITH THE RIVER ROAD.
 KV4037'
 KV4037'THE STATION IS 3 FEET FROM THE EDGE OF A PERPENDICULAR BLUFF
 KV4037'AND IS MARKED BY A C. AND G.S. STANDARD BRASS DISK CEMENTED IN
 KV4037'THE TOP OF A 4-INCH TILE PIPE AND SUNK TO THE GROUND LEVEL.  THE
 KV4037'SUBSURFACE MARK IS A BURIED BOTTLE.
 KV4037
 KV4037                          STATION RECOVERY (1933)
 KV4037
 KV4037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4037'STATION IS REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4019 ***********************************************************************
 KV4019  DESIGNATION -  PLANE 3 1913
 KV4019  PID         -  KV4019
 KV4019  STATE/COUNTY-  NJ/BERGEN
 KV4019  USGS QUAD   -  WEEHAWKEN (1995)
 KV4019
 KV4019                         *CURRENT SURVEY CONTROL
 KV4019  ___________________________________________________________________
 KV4019* NAD 83(1996)-  40 51 20.13297(N)    074 06 44.95408(W)     ADJUSTED  
 KV4019* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4019  ___________________________________________________________________
 KV4019  LAPLACE CORR-           6.50  (seconds)                    DEFLEC99
 KV4019  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KV4019
 KV4019  HORZ ORDER  -  THIRD
 KV4019
 KV4019.The horizontal coordinates were established by classical geodetic methods
 KV4019.and adjusted by the National Geodetic Survey in September 1999..
 KV4019
 KV4019.The orthometric height was scaled from a topographic map.
 KV4019
 KV4019.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4019
 KV4019.The geoid height was determined by GEOID03.
 KV4019
 KV4019;                    North         East     Units Scale Factor Converg.
 KV4019;SPC NJ       -   224,584.626   182,671.281   MT  0.99991313   +0 15 12.6
 KV4019;SPC NJ       -   736,824.73    599,314.03   sFT  0.99991313   +0 15 12.6
 KV4019;SPC NY L     -    76,508.893   290,515.290   MT  0.99999491   -0 04 24.9
 KV4019;SPC NY L     -   251,012.93    953,132.25   sFT  0.99999491   -0 04 24.9
 KV4019;UTM  18      - 4,523,105.667   574,804.290   MT  0.99966887   +0 34 50.2
 KV4019
 KV4019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4019!SPC NJ       -   1.00000461  x   0.99991313  =   0.99991774
 KV4019!SPC NY L     -   1.00000461  x   0.99999491  =   0.99999952
 KV4019!UTM  18      -   1.00000461  x   0.99966887  =   0.99967348
 KV4019
 KV4019|---------------------------------------------------------------------|
 KV4019| PID    Reference Object                     Distance      Geod. Az  |
 KV4019|                                                           dddmmss.s |
 KV4019| KV4037 PLANE 2 1913                        353.015 METERS 09549     |
 KV4019| KV3953 ROOF 1913                           APPROX. 0.7 KM 3285053.6 |
 KV4019|---------------------------------------------------------------------|
 KV4019
 KV4019                          SUPERSEDED SURVEY CONTROL
 KV4019
 KV4019  NAD 83(1996)-  40 51 20.13280(N)    074 06 44.95441(W) AD(       ) 3
 KV4019  NAD 83(1996)-  40 51 20.12943(N)    074 06 44.95889(W) AD(       ) 3
 KV4019  NAD 83(1992)-  40 51 20.12939(N)    074 06 44.95917(W) AD(       ) 3
 KV4019  NAD 83(1986)-  40 51 20.13420(N)    074 06 44.96511(W) AD(       ) 3
 KV4019  NAD 27      -  40 51 19.78200(N)    074 06 46.45400(W) AD(       ) 3
 KV4019
 KV4019.Superseded values are not recommended for survey control.
 KV4019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4019.See file dsdata.txt to determine how the superseded data were derived.
 KV4019
 KV4019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7480423106(NAD 83)
 KV4019_MARKER: DS = TRIANGULATION STATION DISK
 KV4019_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV4019_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4019
 KV4019  HISTORY     - Date     Condition        Report By
 KV4019  HISTORY     - 1913     MONUMENTED       CGS
 KV4019  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4019
 KV4019                          STATION DESCRIPTION
 KV4019
 KV4019'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4019'STATION IS ON THE E SIDE OF PASSAIC RIVER, IN WALLINGTON, ABOUT
 KV4019'50 METERS BELOW THE PINE OIL COMPANY BUILDING AND 15 METERS FROM
 KV4019'HIGH-WATER LINE.  THE STATION IS ON GROUND BELONGING TO CAMPBELL
 KV4019'AND MORRELL AND IS MARKED BY A C. AND G.S. STANDARD BRASS DISK
 KV4019'CEMENTED IN THE TOP OF A 4-INCH TILE PIPE AND SUNK TO THE GROUND
 KV4019'LEVEL.  THE SUBSURFACE MARK IS A BURIED BOTTLE.
 KV4019
 KV4019                          STATION RECOVERY (1933)
 KV4019
 KV4019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4019'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4355 ***********************************************************************
 KV4355  DESIGNATION -  PLANK
 KV4355  PID         -  KV4355
 KV4355  STATE/COUNTY-  NJ/HUDSON
 KV4355  USGS QUAD   -  JERSEY CITY (1981)
 KV4355
 KV4355                         *CURRENT SURVEY CONTROL
 KV4355  ___________________________________________________________________
 KV4355* NAD 83(1996)-  40 43 56.10940(N)    074 06 55.85910(W)     ADJUSTED  
 KV4355* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4355  ___________________________________________________________________
 KV4355  LAPLACE CORR-           6.35  (seconds)                    DEFLEC99
 KV4355  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KV4355
 KV4355  HORZ ORDER  -  THIRD
 KV4355
 KV4355.The horizontal coordinates were established by classical geodetic methods
 KV4355.and adjusted by the National Geodetic Survey in September 1999..
 KV4355
 KV4355.The orthometric height was scaled from a topographic map.
 KV4355
 KV4355.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4355
 KV4355.The geoid height was determined by GEOID03.
 KV4355
 KV4355;                    North         East     Units Scale Factor Converg.
 KV4355;SPC NJ       -   210,887.940   182,475.936   MT  0.99991298   +0 15 03.2
 KV4355;SPC NJ       -   691,888.18    598,673.13   sFT  0.99991298   +0 15 03.2
 KV4355;SPC NY L     -    62,812.413   290,241.814   MT  0.99999701   -0 04 32.0
 KV4355;SPC NY L     -   206,077.06    952,235.02   sFT  0.99999701   -0 04 32.0
 KV4355;UTM  18      - 4,509,411.436   574,687.073   MT  0.99966866   +0 34 37.8
 KV4355
 KV4355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4355!SPC NJ       -   1.00000494  x   0.99991298  =   0.99991792
 KV4355!SPC NY L     -   1.00000494  x   0.99999701  =   1.00000195
 KV4355!UTM  18      -   1.00000494  x   0.99966866  =   0.99967359
 KV4355
 KV4355:                Primary Azimuth Mark                     Grid Az
 KV4355:SPC NJ       -  KEARNY PRR MEADOW SHOPS CHIM             044 49 00.1
 KV4355:SPC NY L     -  KEARNY PRR MEADOW SHOPS CHIM             045 08 35.3
 KV4355:UTM  18      -  KEARNY PRR MEADOW SHOPS CHIM             044 29 25.5
 KV4355
 KV4355|---------------------------------------------------------------------|
 KV4355| PID    Reference Object                     Distance      Geod. Az  |
 KV4355|                                                           dddmmss.s |
 KV4355| KV4286 KEARNY PRR MEADOW SHOPS CHIM        APPROX. 1.9 KM 0450403.3 |
 KV4355| KV4268 PUBLIC SERVICE LONE CHIMNEY         APPROX. 3.5 KM 0733612.5 |
 KV4355| CB5443 PLANK RM 2                           20.909 METERS 10521     |
 KV4355| KV4334 EASTERN NODULIZING CO CHIMNEY       APPROX. 1.3 KM 1210702.1 |
 KV4355| KV4325 PASSAIC                             APPROX. 1.1 KM 1912753.0 |
 KV4355| CB5442 PLANK RM 1                            6.197 METERS 29017     |
 KV4355|---------------------------------------------------------------------|
 KV4355
 KV4355                          SUPERSEDED SURVEY CONTROL
 KV4355
 KV4355  NAD 83(1996)-  40 43 56.10929(N)    074 06 55.85924(W) AD(       ) 3
 KV4355  NAD 83(1996)-  40 43 56.10792(N)    074 06 55.86183(W) AD(       ) 3
 KV4355  NAD 83(1992)-  40 43 56.10765(N)    074 06 55.86240(W) AD(       ) 3
 KV4355  NAD 83(1986)-  40 43 56.10779(N)    074 06 55.86359(W) AD(       ) 3
 KV4355  NAD 27      -  40 43 55.73700(N)    074 06 57.34700(W) AD(       ) 3
 KV4355
 KV4355.Superseded values are not recommended for survey control.
 KV4355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4355.See file dsdata.txt to determine how the superseded data were derived.
 KV4355
 KV4355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7468709411(NAD 83)
 KV4355_MARKER: X = CHISELED CROSS
 KV4355_SETTING: 0 = UNSPECIFIED SETTING
 KV4355
 KV4355  HISTORY     - Date     Condition        Report By
 KV4355  HISTORY     - 1913     MONUMENTED       CGS
 KV4355  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4355
 KV4355                          STATION DESCRIPTION
 KV4355
 KV4355'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4355'STATION IS ON THE E SIDE OF PASSAIC RIVER, ON THE CURB STONE OF
 KV4355'THE N SIDE OF THE PLANK ROAD AND 334.7 FEET FROM THE E ABUTMENT
 KV4355'OF THE BRIDGE WHICH CROSSES THE RIVER.  THE STATION IS MARKED BY
 KV4355'A CROSS IN THE CENTER OF A TRIANGLE CUT IN THE CURB, AND THE
 KV4355'LETTERS U.S.C. AND G.S. ARE ALSO CUT JUST TO THE WESTWARD.
 KV4355'
 KV4355'REFERENCE MARK NO.1, A TRIANGLE AND LETTERS R.M. NO.1 CUT ON
 KV4355'THE THIRD IRON POST FROM THE BRIDGE, IS 20.33 FEET TO WESTWARD
 KV4355'OF THE STATION.
 KV4355'
 KV4355'REFERENCE MARK NO.2, A TRIANGLE AND LETTERS R.M. NO.2 CUT ON
 KV4355'THE FOURTH IRON POST, IS 68.6 FEET TO EASTWARD OF THE STATION.
 KV4355'
 KV4355'REFERENCE MARK NO.3, ON THE CURB OF THE S SIDE OF THE ROAD, AT
 KV4355'THE NW CORNER OF AN OPENING LEFT FOR A DRIVEWAY, IS 81.2 FEET
 KV4355'TO SOUTHWARD OF THE STATION.
 KV4355
 KV4355                          STATION RECOVERY (1931)
 KV4355
 KV4355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4355'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2827 ***********************************************************************
 JU2827  DESIGNATION -  PLEASANTVILLE HAMMELL MON TANK
 JU2827  PID         -  JU2827
 JU2827  STATE/COUNTY-  NJ/ATLANTIC
 JU2827  USGS QUAD   -  PLEASANTVILLE (1994)
 JU2827
 JU2827                         *CURRENT SURVEY CONTROL
 JU2827  ___________________________________________________________________
 JU2827* NAD 83(1996)-  39 23 36.87709(N)    074 31 59.02688(W)     ADJUSTED  
 JU2827* NAVD 88     -                                                        
 JU2827  ___________________________________________________________________
 JU2827  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 JU2827  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JU2827
 JU2827  HORZ ORDER  -  THIRD
 JU2827
 JU2827.The horizontal coordinates were established by classical geodetic methods
 JU2827.and adjusted by the National Geodetic Survey in September 1999..
 JU2827
 JU2827
 JU2827.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2827
 JU2827.The geoid height was determined by GEOID03.
 JU2827
 JU2827;                    North         East     Units Scale Factor Converg.
 JU2827;SPC NJ       -    62,191.233   147,152.089   MT  0.99990010   -0 01 15.5
 JU2827;SPC NJ       -   204,039.07    482,781.48   sFT  0.99990010   -0 01 15.5
 JU2827;UTM  18      - 4,360,557.702   540,208.024   MT  0.99961990   +0 17 46.8
 JU2827
 JU2827                          SUPERSEDED SURVEY CONTROL
 JU2827
 JU2827  NAD 83(1986)-  39 23 36.86533(N)    074 31 59.02214(W) AD(       ) 4
 JU2827  NAD 27      -  39 23 36.44600(N)    074 32 00.47200(W) AD(       ) 3
 JU2827
 JU2827.Superseded values are not recommended for survey control.
 JU2827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2827.See file dsdata.txt to determine how the superseded data were derived.
 JU2827
 JU2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4020860558(NAD 83)
 JU2827_MARKER: 53 = ELEVATED TANK
 JU2827
 JU2827  HISTORY     - Date     Condition        Report By
 JU2827  HISTORY     - 1932     FIRST OBSERVED   CGS
 JU2827  HISTORY     - 1935     GOOD             CGS
 JU2827  HISTORY     - 1950     GOOD             CGS
 JU2827  HISTORY     - 1975     GOOD             NGS
 JU2827
 JU2827                          STATION DESCRIPTION
 JU2827
 JU2827'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RCB)
 JU2827'RECOVERED IN GOOD CONDITION.  NO DESCRIPTION WAS AVAILABLE.  STEEL
 JU2827'WATER TANK, STRUCTURAL STEEL BASE, 125 FEET HIGH, ON THE NE SIDE OF
 JU2827'U.S. HIGHWAY 40, AND NW OF NEW JERSEY HIGHWAY 4.  TANK HAS A
 JU2827'ROUND BOTTOM AND A CONICAL TOP, SURMOUNTED BY A SMALL BALL.  THE
 JU2827'TANK WAS ORIGINALLY BLACK, BUT THE SIDES HAVE RECENTLY BEEN
 JU2827'PAINTED ALUMINUM.  THIS STATION IS MISNAMED, AS THE TANK IS ON
 JU2827'THE PROPERTY OF THE MONUMENT WORKS OF O.J. HAMELL COMPANY.
 JU2827
 JU2827                          STATION RECOVERY (1950)
 JU2827
 JU2827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2827'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 JU2827'IS ADEQUATE AND CORRECT BUT FOR THE FOLLOWING EXCEPTION--
 JU2827'
 JU2827'THE CORRECT SPELLING OF THE MONUMENT WORKS IS HAMELL, NOT MAMELL.
 JU2827
 JU2827                          STATION RECOVERY (1975)
 JU2827
 JU2827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (PC)
 JU2827'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 JU2827'
 JU2827'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2827'IN PLEASANTVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2826 ***********************************************************************
 JU2826  DESIGNATION -  PLEASANTVILLE WATER TANK
 JU2826  PID         -  JU2826
 JU2826  STATE/COUNTY-  NJ/ATLANTIC
 JU2826  USGS QUAD   -  PLEASANTVILLE (1994)
 JU2826
 JU2826                         *CURRENT SURVEY CONTROL
 JU2826  ___________________________________________________________________
 JU2826* NAD 83(1996)-  39 22 40.39112(N)    074 32 22.07634(W)     ADJUSTED  
 JU2826* NAVD 88     -                                                        
 JU2826  ___________________________________________________________________
 JU2826  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 JU2826  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JU2826
 JU2826  HORZ ORDER  -  THIRD
 JU2826
 JU2826.The horizontal coordinates were established by classical geodetic methods
 JU2826.and adjusted by the National Geodetic Survey in September 1999..
 JU2826
 JU2826
 JU2826.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2826
 JU2826.The geoid height was determined by GEOID03.
 JU2826
 JU2826;                    North         East     Units Scale Factor Converg.
 JU2826;SPC NJ       -    60,449.619   146,599.832   MT  0.99990014   -0 01 30.1
 JU2826;SPC NJ       -   198,325.13    480,969.62   sFT  0.99990014   -0 01 30.1
 JU2826;UTM  18      - 4,358,813.547   539,665.572   MT  0.99961937   +0 17 31.9
 JU2826
 JU2826                          SUPERSEDED SURVEY CONTROL
 JU2826
 JU2826  NAD 83(1986)-  39 22 40.37978(N)    074 32 22.07264(W) AD(       ) 4
 JU2826  NAD 27      -  39 22 39.95600(N)    074 32 23.51700(W) AD(       ) 3
 JU2826
 JU2826.Superseded values are not recommended for survey control.
 JU2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2826.See file dsdata.txt to determine how the superseded data were derived.
 JU2826
 JU2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3966658814(NAD 83)
 JU2826_MARKER: 53 = ELEVATED TANK
 JU2826
 JU2826  HISTORY     - Date     Condition        Report By
 JU2826  HISTORY     - 1932     FIRST OBSERVED   CGS
 JU2826  HISTORY     - 1935     GOOD             CGS
 JU2826  HISTORY     - 1950     GOOD             CGS
 JU2826  HISTORY     - 1975     GOOD             NGS
 JU2826
 JU2826                          STATION DESCRIPTION
 JU2826
 JU2826'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RCB)
 JU2826'RECOVERED IN GOOD CONDITION.  NO DESCRIPTION WAS AVAILABLE.  SHORT
 JU2826'STEEL WATER TANK, STRUCTURAL STEEL BASE, ALUMINUM COLOR, 100
 JU2826'FEET HIGH, ON THE GROUNDS OF THE ATLANTIC COUNTY INSANE ASYLUM.  ON
 JU2826'THE NW SIDE OF SHORE ROAD, 1.2 MILES SW OF U.S. HIGHWAY 40.  TANK
 JU2826'HAS A ROUND BOTTOM AND A CONICAL TOP, SURMOUNTED BY A SMALL KNOB.
 JU2826
 JU2826                          STATION RECOVERY (1950)
 JU2826
 JU2826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2826'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION IS
 JU2826'ADEQUATE AND CORRECT WITH THE FOLLOWING EXCEPTION--
 JU2826'
 JU2826'THE TANK IS ABOUT 145 FEET HIGH.
 JU2826
 JU2826                          STATION RECOVERY (1975)
 JU2826
 JU2826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (PC)
 JU2826'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 JU2826'
 JU2826'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2826'IN PLEASANTVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU4519 ***********************************************************************
 KU4519  DESIGNATION -  PLEASURE
 KU4519  PID         -  KU4519
 KU4519  STATE/COUNTY-  NJ/MONMOUTH
 KU4519  USGS QUAD   -  LONG BRANCH (1981)
 KU4519
 KU4519                         *CURRENT SURVEY CONTROL
 KU4519  ___________________________________________________________________
 KU4519* NAD 83(1996)-  40 19 13.33781(N)    073 59 47.88333(W)     ADJUSTED  
 KU4519* NAVD 88     -         8.8    (meters)      29.     (feet)  GPS OBS   
 KU4519  ___________________________________________________________________
 KU4519  X           -   1,342,559.235 (meters)                     COMP
 KU4519  Y           -  -4,681,022.636 (meters)                     COMP
 KU4519  Z           -   4,105,156.815 (meters)                     COMP
 KU4519  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 KU4519  ELLIP HEIGHT-         -23.86  (meters)          (10/23/02) GPS OBS
 KU4519  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KU4519
 KU4519  HORZ ORDER  -  FIRST
 KU4519  ELLP ORDER  -  FOURTH    CLASS I
 KU4519
 KU4519.The horizontal coordinates were established by GPS observations
 KU4519.and adjusted by the National Geodetic Survey in May 1999..
 KU4519
 KU4519.The orthometric height was determined by GPS observations and a
 KU4519.high-resolution geoid model.
 KU4519
 KU4519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4519
 KU4519.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4519
 KU4519.The ellipsoidal height was determined by GPS observations
 KU4519.and is referenced to NAD 83.
 KU4519
 KU4519.The geoid height was determined by GEOID03.
 KU4519
 KU4519;                    North         East     Units Scale Factor Converg.
 KU4519;SPC NJ       -   165,205.775   192,778.599   MT  0.99992252   +0 19 32.6
 KU4519;SPC NJ       -   542,012.61    632,474.45   sFT  0.99992252   +0 19 32.6
 KU4519;UTM  18      - 4,463,799.324   585,246.113   MT  0.99968945   +0 38 57.4
 KU4519
 KU4519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4519!SPC NJ       -   1.00000374  x   0.99992252  =   0.99992626
 KU4519!UTM  18      -   1.00000374  x   0.99968945  =   0.99969319
 KU4519
 KU4519                          SUPERSEDED SURVEY CONTROL
 KU4519
 KU4519  ELLIP H (05/14/99)  -23.88   (m)                       GP(       ) 4 1
 KU4519  NAD 83(1992)-  40 19 13.33752(N)    073 59 47.88444(W) AD(       ) 1
 KU4519  ELLIP H (09/14/94)  -23.91   (m)                       GP(       ) 3 1
 KU4519  NAD 83(1986)-  40 19 13.33619(N)    073 59 47.87581(W) AD(       ) 3
 KU4519  NGVD 29 (07/14/89)    9.2    (m)           30.     (f) VERT ANG       
 KU4519
 KU4519.Superseded values are not recommended for survey control.
 KU4519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4519.See file dsdata.txt to determine how the superseded data were derived.
 KU4519
 KU4519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8524663799(NAD 83)
 KU4519_MARKER: DD = SURVEY DISK
 KU4519_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KU4519_SP_SET: WEST SIDEWALK
 KU4519_STAMPING: PLEASURE 1982
 KU4519_MARK LOGO: NOS   
 KU4519_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU4519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4519+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2001
 KU4519
 KU4519  HISTORY     - Date     Condition        Report By
 KU4519  HISTORY     - 1982     MONUMENTED       NOS
 KU4519  HISTORY     - 1982     GOOD             NOS
 KU4519  HISTORY     - 19920803 GOOD             USPSQD
 KU4519  HISTORY     - 19931029 GOOD             NJGS
 KU4519  HISTORY     - 19940706 GOOD             NJGS
 KU4519  HISTORY     - 20010607 GOOD             USPSQD
 KU4519  HISTORY     - 20010607 GOOD             USPSQD
 KU4519
 KU4519                          STATION DESCRIPTION
 KU4519
 KU4519'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 KU4519'THE STATION IS LOCATED EAST OF NORTH LONG BRANCH ON THE WEST SIDE
 KU4519'OF PLEASURE POINT BRIDGE.
 KU4519'
 KU4519'TO REACH THE STATION FROM THE INTERSECTION OF ATLANTIC AVENUE AND
 KU4519'LONG BRANCH AVENUE IN NORTH LONG BRANCH, GO SOUTHWEST ON ATLANTIC
 KU4519'AVENUE FOR 0.5 KM (0.3 MILE) TO FLORENCE AVENUE.  TURN RIGHT
 KU4519'ON FLORENCE AND GO NORTHWEST FOR 0.1 KM (0.15 MILE) TO
 KU4519'PLEASURE POINT BRIDGE AND THE STATION AS DESCRIBED.
 KU4519'
 KU4519'THE STATION IS A STANDARD NOS DISK
 KU4519'STAMPED---PLEASURE 1982---,
 KU4519'CEMENTED IN A DRILL HOLE IN THE SIDEWALK OF THE BRIDGE.  IT IS
 KU4519'LOCATED
 KU4519'294 FT EAST OF THE WEST END OF THE BRIDGE, 17.8 FT NORTH OF
 KU4519'THE CENTERLINE OF THE BRIDGE, AND 3.5 FT SOUTH OF THE NORTH
 KU4519'EDGE OF THE BRIDGE.
 KU4519'
 KU4519'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.81 METERS.
 KU4519'DESCRIBED BY J. DUNFORD.
 KU4519
 KU4519                          STATION RECOVERY (1982)
 KU4519
 KU4519'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982
 KU4519'RECOVERED IN GOOD CONDITION.
 KU4519
 KU4519                          STATION RECOVERY (1992)
 KU4519
 KU4519'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU4519'RECOVERED IN GOOD CONDITION.
 KU4519
 KU4519                          STATION RECOVERY (1993)
 KU4519
 KU4519'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KU4519'THE STATION IS LOCATED EAST OF THE BOROUGH OF NORTH LONG BRANCH.  TO
 KU4519'REACH THE STATION FROM THE INTERSECTION OF ATLANTIC AVENUE AND LONG
 KU4519'BRANCH AVENUE IN THE BOROUGH OF NORTH LONG BRANCH, GO SOUTHWEST ON
 KU4519'ATLANTIC AVENUE FOR 0.3 MI (0.5 KM) TO THE INTERSECTION WITH FLORENCE
 KU4519'AVENUE. TURN RIGHT AND GO NORTHWEST ON FLORENCE AVENUE FOR 0.15 MI
 KU4519'(0.24 KM) TO THE PLEASURE POINT BRIDGE AND THE STATION ON THE RIGHT.
 KU4519'THE STATION IS 294 FT (89.6 M) EAST FROM THE WEST END OF THE BRIDGE,
 KU4519'17.8 FT (5.4 M) NORTH FROM THE CENTERLINE OF THE BRIDGE AND 3.5 FT
 KU4519'(1.1 M) SOUTH FROM THE NORTH EDGE OF THE BRIDGE.
 KU4519
 KU4519                          STATION RECOVERY (1994)
 KU4519
 KU4519'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 KU4519'THE STATION IS LOCATED EAST OF THE BOROUGH OF NORTH LONG BRANCH.  TO
 KU4519'REACH THE STATION FROM THE INTERSECTION OF ATLANTIC AVENUE AND LONG
 KU4519'BRANCH AVENUE IN THE BOROUGH OF NORTH LONG BRANCH, GO SOUTHWEST ON
 KU4519'ATLANTIC AVENUE FOR 0.3 MI (0.5 KM) TO THE INTERSECTION WITH FLORENCE
 KU4519'AVENUE.  TURN RIGHT AND GO NORTHWEST ON FLORENCE AVENUE FOR 0.15 MI
 KU4519'(0.24 KM) TO THE PLEASURE POINT BRIDGE AND THE STATION ON THE RIGHT.
 KU4519'THE STATION IS 294 FT (89.6 M) EAST FROM THE WEST END OF THE BRIDGE,
 KU4519'17.8 FT (5.4 M) NORTH FROM THE CENTERLINE OF THE BRIDGE AND 3.5 FT
 KU4519'(1.1 M) SOUTH FROM THE NORTH EDGE OF THE BRIDGE.
 KU4519
 KU4519                          STATION RECOVERY (2001)
 KU4519
 KU4519'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAL)
 KU4519'STATION IS PUNCH HOLE OUTLINED BY SCRATCH MARKS ON EITHER SIDE LOCATED
 KU4519'IN NORTHEAST CORNER OF BRONZE PLAQUE AT FLAGPOLE BASE. LIGHT ABOVE IS
 KU4519'INOPERABLE. WILLOW TREE LOCATED NORTH-NORTHWEST OF MARK IS NOW 30
 KU4519'INCHES IN DIAMETER.
 KU4519
 KU4519                          STATION RECOVERY (2001)
 KU4519
 KU4519'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAL)
 KU4519'GEODETIC DISK IS 295.5 FEET EAST FROM WEST END OF BRIDGE FROM
 KU4519'NAIL-DISK MARKER IDENTIFIED AS PP-13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2769 ***********************************************************************
 KU2769  DESIGNATION -  PLEASURE BAY BRIDGE 1934
 KU2769  PID         -  KU2769
 KU2769  STATE/COUNTY-  NJ/MONMOUTH
 KU2769  USGS QUAD   -  LONG BRANCH (1981)
 KU2769
 KU2769                         *CURRENT SURVEY CONTROL
 KU2769  ___________________________________________________________________
 KU2769* NAD 83(1996)-  40 19 11.89865(N)    073 59 45.53503(W)     ADJUSTED  
 KU2769* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KU2769  ___________________________________________________________________
 KU2769  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 KU2769  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KU2769
 KU2769  HORZ ORDER  -  THIRD
 KU2769
 KU2769.The horizontal coordinates were established by classical geodetic methods
 KU2769.and adjusted by the National Geodetic Survey in September 1999..
 KU2769
 KU2769.The orthometric height was scaled from a topographic map.
 KU2769
 KU2769.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2769
 KU2769.The geoid height was determined by GEOID03.
 KU2769
 KU2769;                    North         East     Units Scale Factor Converg.
 KU2769;SPC NJ       -   165,161.704   192,834.288   MT  0.99992258   +0 19 34.1
 KU2769;SPC NJ       -   541,868.02    632,657.16   sFT  0.99992258   +0 19 34.1
 KU2769;UTM  18      - 4,463,755.579   585,302.037   MT  0.99968957   +0 38 58.9
 KU2769
 KU2769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2769!SPC NJ       -   1.00000517  x   0.99992258  =   0.99992775
 KU2769!UTM  18      -   1.00000517  x   0.99968957  =   0.99969474
 KU2769
 KU2769                          SUPERSEDED SURVEY CONTROL
 KU2769
 KU2769  NAD 83(1986)-  40 19 11.89848(N)    073 59 45.52833(W) AD(       ) 3
 KU2769  NAD 27      -  40 19 11.51000(N)    073 59 47.03000(W) AD(       ) 3
 KU2769
 KU2769.Superseded values are not recommended for survey control.
 KU2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2769.See file dsdata.txt to determine how the superseded data were derived.
 KU2769
 KU2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8530263756(NAD 83)
 KU2769_MARKER: N = NAIL
 KU2769_SETTING: 0 = UNSPECIFIED SETTING
 KU2769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2769
 KU2769  HISTORY     - Date     Condition        Report By
 KU2769  HISTORY     - 1934     MONUMENTED       CGS
 KU2769  HISTORY     - 19950704 MARK NOT FOUND   USPSQD
 KU2769
 KU2769                          STATION DESCRIPTION
 KU2769
 KU2769'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KU2769'STATION IS A 16-PENNY GALVANIZED IRON NAIL DRIVEN IN THE
 KU2769'PLANKING OF THE NORTH LONG BRANCH BRIDGE OVER PLEASURE BAY, AND
 KU2769'IT IS SURROUNDED BY FOUR SIMILAR NAILS IN SUCH A WAY THAT THE
 KU2769'INTERSECTION OF TWO LINES DRAWN BETWEEN THEM WILL GIVE THE CENTER
 KU2769'OF THE NAIL MARKING THE STATION.
 KU2769'
 KU2769'LOCATED ON THE BRIDGE IN THE CENTER LINE OF THE GUARD PIERS,
 KU2769'AND ABOUT 1.0 FOOT N OF THE CENTER LINE OF THE BRIDGE.
 KU2769'
 KU2769'A BLACK AND WHITE TARGET POLE WAS ERECTED OVER THIS POINT
 KU2769'ON THE TOP OF THE SUPERSTRUCTURE OF THE BRIDGE AND WAS LEFT
 KU2769'STANDING.
 KU2769
 KU2769                          STATION RECOVERY (1995)
 KU2769
 KU2769'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU2769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5702 ***********************************************************************
 KV5702  DESIGNATION -  PLUM USE 1935
 KV5702  PID         -  KV5702
 KV5702  STATE/COUNTY-  NJ/BURLINGTON
 KV5702  USGS QUAD   -  BEVERLY (1973)
 KV5702
 KV5702                         *CURRENT SURVEY CONTROL
 KV5702  ___________________________________________________________________
 KV5702* NAD 83(1996)-  40 01 57.36427(N)    074 59 24.87321(W)     ADJUSTED  
 KV5702* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5702  ___________________________________________________________________
 KV5702  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 KV5702  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV5702
 KV5702  HORZ ORDER  -  THIRD
 KV5702
 KV5702.The horizontal coordinates were established by classical geodetic methods
 KV5702.and adjusted by the National Geodetic Survey in September 1999..
 KV5702
 KV5702.The orthometric height was scaled from a topographic map.
 KV5702
 KV5702.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5702
 KV5702.The geoid height was determined by GEOID03.
 KV5702
 KV5702;                    North         East     Units Scale Factor Converg.
 KV5702;SPC NJ       -   133,249.054   108,160.308   MT  0.99992154   -0 18 55.2
 KV5702;SPC NJ       -   437,167.94    354,855.94   sFT  0.99992154   -0 18 55.2
 KV5702;SPC PA S     -    81,323.163   835,512.575   MT  0.99998596   +1 47 25.8
 KV5702;SPC PA S     -   266,807.74  2,741,177.51   sFT  0.99998596   +1 47 25.8
 KV5702;UTM  18      - 4,431,375.687   500,832.496   MT  0.99960001   +0 00 22.6
 KV5702
 KV5702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5702!SPC NJ       -   1.00000506  x   0.99992154  =   0.99992660
 KV5702!SPC PA S     -   1.00000506  x   0.99998596  =   0.99999102
 KV5702!UTM  18      -   1.00000506  x   0.99960001  =   0.99960506
 KV5702
 KV5702                          SUPERSEDED SURVEY CONTROL
 KV5702
 KV5702  NAD 83(1986)-  40 01 57.36277(N)    074 59 24.87421(W) AD(       ) 3
 KV5702  NAD 27      -  40 01 56.96000(N)    074 59 26.26000(W) AD(       ) 3
 KV5702
 KV5702.Superseded values are not recommended for survey control.
 KV5702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5702.See file dsdata.txt to determine how the superseded data were derived.
 KV5702
 KV5702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0083231376(NAD 83)
 KV5702_MARKER: I = METAL ROD
 KV5702_SETTING: 0 = UNSPECIFIED SETTING
 KV5702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5702
 KV5702  HISTORY     - Date     Condition        Report By
 KV5702  HISTORY     - 1935     MONUMENTED       CGS
 KV5702  HISTORY     - 1947     GOOD             CGS
 KV5702
 KV5702                          STATION DESCRIPTION
 KV5702
 KV5702'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5702'STATION IS SW OF RIVERSIDE, NEAR RIVER END OF TAYLORS LANE, 100
 KV5702'PACES NW OF A 40-INCH TREE ON LEVEE, 21.67 METERS NE OF NE
 KV5702'CORNER LOW WOODEN BULKHEAD, 6.4 METERS N OF NW CORNER OF VICTOR
 KV5702'BIFFAS CLUBHOUSE, 5.15 METERS NW OF NE CORNER OF SAME, 8.1
 KV5702'METERS N OF CENTER OF N TRUNK OF A TREE, 8.30 METERS NW OF
 KV5702'CENTER OF ANOTHER TREE, 1.7 METERS NW OF A LOW STONE WALL.  A
 KV5702'1 1/4-INCH PIPE DRIVEN FLUSH WITH GROUND.
 KV5702'
 KV5702'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV5702
 KV5702                          STATION RECOVERY (1947)
 KV5702
 KV5702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5702'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5702'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5829 ***********************************************************************
 KV5829  DESIGNATION -  POHATCONG
 KV5829  PID         -  KV5829
 KV5829  STATE/COUNTY-  NJ/WARREN
 KV5829  USGS QUAD   -  HACKETTSTOWN (1976)
 KV5829
 KV5829                         *CURRENT SURVEY CONTROL
 KV5829  ___________________________________________________________________
 KV5829* NAD 83(1996)-  40 50 28.57769(N)    074 51 42.33886(W)     ADJUSTED  
 KV5829* NAVD 88     -       375.     (meters)    1230.     (feet)  SCALED    
 KV5829  ___________________________________________________________________
 KV5829  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 KV5829  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KV5829
 KV5829  HORZ ORDER  -  FIRST
 KV5829
 KV5829.The horizontal coordinates were established by classical geodetic methods
 KV5829.and adjusted by the National Geodetic Survey in September 1999..
 KV5829
 KV5829.The orthometric height was scaled from a topographic map.
 KV5829
 KV5829.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5829
 KV5829.The geoid height was determined by GEOID03.
 KV5829
 KV5829;                    North         East     Units Scale Factor Converg.
 KV5829;SPC NJ       -   222,985.142   119,493.309   MT  0.99991145   -0 14 11.7
 KV5829;SPC NJ       -   731,577.09    392,037.63   sFT  0.99991145   -0 14 11.7
 KV5829;SPC PA S     -   171,420.088   843,536.930   MT  0.99998269   +1 52 25.9
 KV5829;SPC PA S     -   562,400.74  2,767,504.08   sFT  0.99998269   +1 52 25.9
 KV5829;UTM  18      - 4,521,146.139   511,653.977   MT  0.99960167   +0 05 25.5
 KV5829
 KV5829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5829!SPC NJ       -   0.99994642  x   0.99991145  =   0.99985787
 KV5829!SPC PA S     -   0.99994642  x   0.99998269  =   0.99992911
 KV5829!UTM  18      -   0.99994642  x   0.99960167  =   0.99954811
 KV5829
 KV5829:                Primary Azimuth Mark                     Grid Az
 KV5829:SPC NJ       -  BUDDS LAKE 95 MILE TREE LOT              057 43 56.8
 KV5829:SPC PA S     -  BUDDS LAKE 95 MILE TREE LOT              055 37 19.2
 KV5829:UTM  18      -  BUDDS LAKE 95 MILE TREE LOT              057 24 19.6
 KV5829
 KV5829|---------------------------------------------------------------------|
 KV5829| PID    Reference Object                     Distance      Geod. Az  |
 KV5829|                                                           dddmmss.s |
 KV5829| KV5826 BUDDS LAKE 95 MILE TREE LOT         APPROX.11.1 KM 0572945.1 |
 KV5829| CB5445 POHATCONG RM 1                       11.226 METERS 09933     |
 KV5829| CB5444 POHATCONG AZ MK                                    2434838.3 |
 KV5829| CB5446 POHATCONG RM 2                       16.026 METERS 35046     |
 KV5829|---------------------------------------------------------------------|
 KV5829
 KV5829                          SUPERSEDED SURVEY CONTROL
 KV5829
 KV5829  NAD 83(1986)-  40 50 28.57659(N)    074 51 42.34072(W) AD(       ) 1
 KV5829  NAD 27      -  40 50 28.22000(N)    074 51 43.73700(W) AD(       ) 1
 KV5829
 KV5829.Superseded values are not recommended for survey control.
 KV5829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5829.See file dsdata.txt to determine how the superseded data were derived.
 KV5829
 KV5829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1165421146(NAD 83)
 KV5829_MARKER: DS = TRIANGULATION STATION DISK
 KV5829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5829
 KV5829  HISTORY     - Date     Condition        Report By
 KV5829  HISTORY     - 1935     MONUMENTED       CGS
 KV5829  HISTORY     - 1942     GOOD             CGS
 KV5829
 KV5829                          STATION DESCRIPTION
 KV5829
 KV5829'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5829'STATION IS ON THE HIGHEST WOODED RIDGE OF A PART OF THE
 KV5829'POHATCONG RANGE.  ON THE PROPERTY OF MR. J.J. MC DONALD.  1-1/2
 KV5829'MILES WSW OF HACKETTSTOWN, 5 PACES S OF CENTER LINE OF OLD
 KV5829'LOGGING ROAD, 7 PACES SW OF 4-INCH TREE WITH TRIANGULATION
 KV5829'BLAZE, 6 PACES S OF 4-FOOT SQUARE BOULDER.  MARK PROJECTS 6
 KV5829'INCHES.
 KV5829'
 KV5829'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 KV5829'IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 7A.
 KV5829'
 KV5829'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN BOULDERS.
 KV5829'
 KV5829'NO AZIMUTH MARK.
 KV5829'
 KV5829'NO PROMINENT NATURAL OBJECTS VISIBLE FROM GROUND.
 KV5829
 KV5829                          STATION RECOVERY (1942)
 KV5829
 KV5829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV5829'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KV5829'IN VERY GOOD CONDITION.  REFERENCE MARK NO. 1 IS 11.226 METERS
 KV5829'INSTEAD OF 11.232 METERS AS LISTED IN THE ORIGINAL
 KV5829'DESCRIPTION.  AN AZIMUTH MARK WAS ESTABLISHED.  A COMPLETE
 KV5829'DESCRIPTION FOLLOWS--
 KV5829'
 KV5829'THE STATION MARK IS ABOUT 1.5 MILES WSW OF THE
 KV5829'TOWN OF HACKETTSTOWN, ON THE PROPERTY OF J.J. MC DONALD.  IT
 KV5829'IS ON THE HIGHEST PART OF A WOODED RIDGE OF THE POHATCONG
 KV5829'RANGE, 26 FEET SE OF A TRIANGLE BLAZED 6-INCH OAK TREE, 21.4 FEET
 KV5829'WSW OF ANOTHER TRIANGLE BLAZED, 6-INCH OAK TREE, AND 12 FEET S
 KV5829'OF THE CENTER OF THE OLD LOGGING ROAD.  IT IS STAMPED POHATCONG
 KV5829'1935 AND PROJECTS ABOUT 6 INCHES.
 KV5829'
 KV5829'REFERENCE MARK NO. 1 IS E OF THE STATION, SET FLUSH
 KV5829'IN A 1- BY 3-FOOT BOULDER THAT PROJECTS ABOUT 4 INCHES.  IT IS
 KV5829'5 FEET S OF A 2-INCH BLAZED OAK TREE AND IS STAMPED POHATCONG
 KV5829'NO.1 1935.
 KV5829'
 KV5829'REFERENCE MARK NO.2 IS N OF THE STATION, SET FLUSH
 KV5829'IN A 5- BY 4-FOOT BOULDER THAT PROJECTS ABOUT 2 FEET.  IT IS
 KV5829'3 FEET E OF A TRIANGLE BLAZED 4-INCH OAK TREE AND IS STAMPED
 KV5829'POHATCONG NO.2 1935.
 KV5829'
 KV5829'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT
 KV5829'IS ABOUT 0.4 MILE WSW OF THE STATION, AT THE SW CORNER OF A
 KV5829'CAR GARAGE.  IT IS 13 FEET S OF THE CENTER OF THE GRAVEL ROAD,
 KV5829'77 FEET S OF THE SE CORNER OF THE BARN, AND 45 FEET WSW OF
 KV5829'THE CENTER OF THE ENTRANCE INTO THE RESIDENCE OF F.H. NAUMAN,
 KV5829'MANAGER OF HACKETTSTOWN NURSERIES.  IT IS STAMPED POHATCONG 1942
 KV5829'AND PROJECTS ABOUT 6 INCHES.  IT IS NOT VISIBLE FROM THE GROUND
 KV5829'WITHOUT EXTENSIVE CLEARING.  A 40-FOOT TOWER WILL BE REQUIRED
 KV5829'TO CLEAR THE TREES.
 KV5829'
 KV5829'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN THE CENTER OF
 KV5829'HACKETTSTOWN GO W ON STATE HIGHWAY 6 FOR 1.05 MILES TO A MACADAM
 KV5829'ROAD LEFT, TURN LEFT AS PER SIGN MT. BETHEL 4 AND GO 2 MILES TO
 KV5829'A T-ROAD, KEEP LEFT AND CONTINUE 0.15 MILE TO A POINT WHERE THE
 KV5829'MAIN ROAD TURNS SHARP RIGHT AND A GRAVEL ROAD CONTINUES STRAIGHT
 KV5829'AHEAD, KEEP STRAIGHT AHEAD ON THE GRAVEL ROAD AND CONTINUE FOR
 KV5829'0.75 MILE TO A LANE ON THE LEFT AND THE ENTRANCE TO KNOCKBAWN
 KV5829'ESTATE ON THE RIGHT, TURN LEFT INTO THE LANE AND GO 0.25 MILE
 KV5829'(AZIMUTH MARK ON THE RIGHT) TO THE BUILDINGS OF THE
 KV5829'HACKETTSTOWN NURSERIES.  DRIVE AROUND THE W END OF THE BARN AND
 KV5829'THEN TURN E AND FOLLOW A DIM LOGGING ROAD IN A EASTERLY
 KV5829'DIRECTION FOR 0.5 MILE TO THE SUMMIT AND THE STATION.
 KV5829'
 KV5829'A 37-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT STATION THOMAS.
 KV5829'
 KV5829'A 37-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION SMITH 1935.
 KV5829'
 KV5829'A 50-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT STATION DANVILLE 2
 KV5829'(N.J.G.S. 1938).
 KV5829'
 KV5829'A 50-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT STATION STUYVESANT
 KV5829'1935.
 KV5829'
 KV5829'A 50-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION MT. OLIVE
 KV5829'1879.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2847 ***********************************************************************
 JU2847  DESIGNATION -  POINT
 JU2847  PID         -  JU2847
 JU2847  STATE/COUNTY-  NJ/ATLANTIC
 JU2847  USGS QUAD   -  OCEAN CITY (1994)
 JU2847
 JU2847                         *CURRENT SURVEY CONTROL
 JU2847  ___________________________________________________________________
 JU2847* NAD 83(1996)-  39 18 15.72405(N)    074 32 14.31588(W)     ADJUSTED  
 JU2847* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2847  ___________________________________________________________________
 JU2847  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 JU2847  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 JU2847
 JU2847  HORZ ORDER  -  SECOND
 JU2847
 JU2847.The horizontal coordinates were established by classical geodetic methods
 JU2847.and adjusted by the National Geodetic Survey in September 1999..
 JU2847
 JU2847.The orthometric height was scaled from a topographic map.
 JU2847
 JU2847.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2847
 JU2847.The geoid height was determined by GEOID03.
 JU2847
 JU2847;                    North         East     Units Scale Factor Converg.
 JU2847;SPC NJ       -    52,288.171   146,782.186   MT  0.99990013   -0 01 25.1
 JU2847;SPC NJ       -   171,548.77    481,567.89   sFT  0.99990013   -0 01 25.1
 JU2847;UTM  18      - 4,350,655.522   539,893.010   MT  0.99961959   +0 17 35.1
 JU2847
 JU2847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2847!SPC NJ       -   1.00000532  x   0.99990013  =   0.99990545
 JU2847!UTM  18      -   1.00000532  x   0.99961959  =   0.99962491
 JU2847
 JU2847|---------------------------------------------------------------------|
 JU2847| PID    Reference Object                     Distance      Geod. Az  |
 JU2847|                                                           dddmmss.s |
 JU2847| JU0478 POINT RM 1                           55.138 METERS 04108     |
 JU2847| JU0477 POINT RM 2                                         0634346.1 |
 JU2847| CB2863 POINT RM 3                           69.342 METERS 09621     |
 JU2847|---------------------------------------------------------------------|
 JU2847
 JU2847                          SUPERSEDED SURVEY CONTROL
 JU2847
 JU2847  NAD 83(1986)-  39 18 15.71001(N)    074 32 14.31076(W) AD(       ) 2
 JU2847  NAD 27      -  39 18 15.29300(N)    074 32 15.76000(W) AD(       ) 2
 JU2847
 JU2847.Superseded values are not recommended for survey control.
 JU2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2847.See file dsdata.txt to determine how the superseded data were derived.
 JU2847
 JU2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3989350656(NAD 83)
 JU2847_MARKER: DS = TRIANGULATION STATION DISK
 JU2847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2847
 JU2847  HISTORY     - Date     Condition        Report By
 JU2847  HISTORY     - 1932     MONUMENTED       CGS
 JU2847  HISTORY     - 1937     GOOD             CGS
 JU2847  HISTORY     - 1950     SEE DESCRIPTION  CGS
 JU2847  HISTORY     - 1952     MARK NOT FOUND   CGS
 JU2847  HISTORY     - 1974     SEE DESCRIPTION  NGS
 JU2847
 JU2847                          STATION DESCRIPTION
 JU2847
 JU2847'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2847'THE STATION IS ON THE POINT S OF LONGPORT.  IT IS ON THE E SIDE
 JU2847'OF THE SANDY SECTION OF THE END OF ATLANTIC AVENUE.  IT IS 40.65
 JU2847'FEET SE OF THE LAST TELEPHONE POLE ON ATLANTIC AVENUE, AND 66.3
 JU2847'FEET W OF THE WOODEN BULKHEAD ON THE SOUND SIDE OF THE
 JU2847'STREET.  IT IS 50 PACES S OF THE N SIDE OF ELEVENTH STREET.  IT
 JU2847'IS ABOUT THE SAME ELEVATION AS THE STREET BUT THERE IS A GRASSY
 JU2847'KNOLL BETWEEN IT AND THE STREET.
 JU2847'
 JU2847'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2847'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 JU2847'
 JU2847'REFERENCE MARK NO.1 IS IN THE CURB OF THE SIDEWALK ON THE NE
 JU2847'CORNER OF THE INTERSECTION OF ATLANTIC AVENUE AND ELEVENTH
 JU2847'STREET.  IT IS 180.90 FEET N OF THE STATION.  IT IS 0.78 FOOT
 JU2847'W OF THE E EDGE OF THE ATLANTIC AVENUE SIDEWALK AND ON THE
 JU2847'ELEVENTH AVENUE PART OF THE CURB.
 JU2847'
 JU2847'REFERENCE MARK NO. 3 IS ON THE S SIDE OF ELEVENTH AVENUE NEAR
 JU2847'THE THIRD TELEPHONE POLE COUNTING FROM ATLANTIC AVENUE.  IT IS
 JU2847'227.50 FEET NE OF THE STATION AND IS 1.55 FEET FROM THE TELEPHONE
 JU2847'POLE TOWARD THE STATION.
 JU2847'
 JU2847'REFERENCE MARK NO. 2 IS SET IN THE N EDGE OF THE N SIDEWALK OF
 JU2847'FOURTEENTH STREET.  IT IS 99.4 FEET W OF THE W EDGE OF THE
 JU2847'BOARDWALK.
 JU2847'
 JU2847'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 JU2847
 JU2847                          STATION RECOVERY (1937)
 JU2847
 JU2847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2847'THE STATION WAS RECOVERED IN GOOD CONDITION.  EXCEPT, THE
 JU2847'SURFACE OF THE GROUND HAS ERODED, SO THAT THE TOP OF THE MARK
 JU2847'PROJECTS 2 FEET ABOVE THE SURFACE OF THE GROUND.  THE REFERENCE
 JU2847'MARKS ARE IN EXCELLENT CONDITION.  THE ORIGINAL DESCRIPTION WAS
 JU2847'FOUND TO BE COMPLETE.
 JU2847
 JU2847                          STATION RECOVERY (1950)
 JU2847
 JU2847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2847'THE UNDERGROUND MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 JU2847'CONDITION.  THE STATION MARK WHICH WAS EXPOSED 2 FEET IN 1935
 JU2847'WAS NOT RECOVERED.  IT HAS PROBABLY BEEN WASHED AWAY.  THE
 JU2847'ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING
 JU2847'ADDITIONAL INFORMATION--
 JU2847'
 JU2847'UNDERGROUND MARK IS 2 FEET BELOW THE SURFACE.  THE TELEGRAPH
 JU2847'POLE WHICH HAD BEEN 40.65 FEET FROM THE STATION HAS BEEN
 JU2847'REMOVED.  A 1-FOOT SQUARE BLOCK OF CONCRETE 2 FEET LONG WAS SET
 JU2847'OVER THE UNDERGROUND MARK.  IT EXTENDS 1 FOOT ABOVE THE
 JU2847'SURFACE.  THE UNDERGROUND MARK IS A STANDARD DISK, STAMPED POINT
 JU2847'1932, AND SET IN CONCRETE.
 JU2847'
 JU2847'REFERENCE MARK 2 IS 92.7 FEET W OF THE E END OF THE CONCRETE
 JU2847'PAVEMENT, ACROSS THE STREET FROM HOUSE NO. 116, AND 1.7 FEET
 JU2847'WEST OF A BRICK SIDEWALK LEADING TO A SHINGLE-SIDED HOUSE.  IT IS
 JU2847'A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT
 JU2847'EXTENDING 8 INCHES ABOVE THE GROUND.
 JU2847'
 JU2847'REFERENCE MARK 3 IS 2.9 FEET TOWARD THE STATION FROM THE S
 JU2847'CORNER OF THE W END OF A CONCRETE SEA WALL, 1.55 FEET TOWARD
 JU2847'THE STATION FROM A SAWED-OFF TELEPHONE POLE, AND 1.7 FEET S OF
 JU2847'A.C.E. POLE NO. A6973.
 JU2847'
 JU2847'THE DISTANCES TO THE STATION FROM REFERENCE MARKS 1 AND 2 WERE
 JU2847'MEASURED WITH A STEEL TAPE AND FOUND TO BE CORRECT.
 JU2847
 JU2847                          STATION RECOVERY (1952)
 JU2847
 JU2847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCC)
 JU2847'REFERENCE MARK 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 JU2847'POINT NO 2 1932 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU2847'0.8 FT. ABOVE GROUND.  IT IS AT LONGPORT, 234.5 FT. NW OF BENCH
 JU2847'MARK 7, 10.9 FT. NE OF THE NE CURB OF 14TH STREET, AND 348
 JU2847'FT. SE OF BENCH MARK 6.
 JU2847
 JU2847                          STATION RECOVERY (1974)
 JU2847
 JU2847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU2847'THE STATION MARK WAS DESTROYED, REFERENCE MARK 1 WAS FOUND IN
 JU2847'GOOD CONDITION, REFERENCE MARK 2 WAS FOUND IN POOR CONDITION,
 JU2847'A SEARCH WAS MADE FOR REFERENCE MARK THREE BUT THE MARK WAS
 JU2847'NOT FOUND.
 JU2847'
 JU2847'THIS STATION WAS REPLACED BY TRIANGULATION STATION POINT 2
 JU2847'1962.  DUE TO THE NEW STATION IN THE IMMEDIATE AREA, NO ATTEMPT
 JU2847'WAS MADE TO REPLACE THIS OLD STATION.
 JU2847'
 JU2847'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2847'IN SW EDGE OF LONGPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4317 ***********************************************************************
 KV4317  DESIGNATION -  POINT
 KV4317  PID         -  KV4317
 KV4317  STATE/COUNTY-  NJ/HUDSON
 KV4317  USGS QUAD   -  JERSEY CITY (1981)
 KV4317
 KV4317                         *CURRENT SURVEY CONTROL
 KV4317  ___________________________________________________________________
 KV4317* NAD 83(1996)-  40 43 02.09537(N)    074 06 56.81416(W)     ADJUSTED  
 KV4317* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV4317  ___________________________________________________________________
 KV4317  LAPLACE CORR-           6.19  (seconds)                    DEFLEC99
 KV4317  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KV4317
 KV4317  HORZ ORDER  -  THIRD
 KV4317
 KV4317.The horizontal coordinates were established by classical geodetic methods
 KV4317.and adjusted by the National Geodetic Survey in September 1999..
 KV4317
 KV4317.The orthometric height was scaled from a topographic map.
 KV4317
 KV4317.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4317
 KV4317.The geoid height was determined by GEOID03.
 KV4317
 KV4317;                    North         East     Units Scale Factor Converg.
 KV4317;SPC NJ       -   209,221.841   182,460.817   MT  0.99991297   +0 15 02.3
 KV4317;SPC NJ       -   686,421.99    598,623.53   sFT  0.99991297   +0 15 02.3
 KV4317;SPC NY L     -    61,146.287   290,217.201   MT  0.99999758   -0 04 32.6
 KV4317;SPC NY L     -   200,610.78    952,154.27   sFT  0.99999758   -0 04 32.6
 KV4317;UTM  18      - 4,507,745.686   574,681.442   MT  0.99966865   +0 34 36.6
 KV4317
 KV4317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4317!SPC NJ       -   1.00000509  x   0.99991297  =   0.99991806
 KV4317!SPC NY L     -   1.00000509  x   0.99999758  =   1.00000267
 KV4317!UTM  18      -   1.00000509  x   0.99966865  =   0.99967374
 KV4317
 KV4317|---------------------------------------------------------------------|
 KV4317| PID    Reference Object                     Distance      Geod. Az  |
 KV4317|                                                           dddmmss.s |
 KV4317| CB5448 POINT RM 2                           14.829 METERS 07634     |
 KV4317| KV4306 MUTUAL CHEMICAL CO STACK            APPROX. 1.6 KM 1093227.0 |
 KV4317| KV4291 JERSEY CITY GERMAN LUTH CH          APPROX. 2.6 KM 1311316.6 |
 KV4317| KV4296 LEHIGH                              APPROX. 1.9 KM 1981734.7 |
 KV4317| KV4299 NEWARK GROSS CO STACK               APPROX. 1.0 KM 2211647.8 |
 KV4317| CB5447 POINT RM 1                           15.712 METERS 33756     |
 KV4317| KV4325 PASSAIC                             APPROX. 0.6 KM 3394124.8 |
 KV4317|---------------------------------------------------------------------|
 KV4317
 KV4317                          SUPERSEDED SURVEY CONTROL
 KV4317
 KV4317  NAD 83(1996)-  40 43 02.09526(N)    074 06 56.81429(W) AD(       ) 3
 KV4317  NAD 83(1996)-  40 43 02.09352(N)    074 06 56.81638(W) AD(       ) 3
 KV4317  NAD 83(1992)-  40 43 02.09310(N)    074 06 56.81704(W) AD(       ) 3
 KV4317  NAD 83(1986)-  40 43 02.09303(N)    074 06 56.81826(W) AD(       ) 3
 KV4317  NAD 27      -  40 43 01.72200(N)    074 06 58.30200(W) AD(       ) 3
 KV4317
 KV4317.Superseded values are not recommended for survey control.
 KV4317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4317.See file dsdata.txt to determine how the superseded data were derived.
 KV4317
 KV4317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7468107746(NAD 83)
 KV4317_MARKER: DS = TRIANGULATION STATION DISK
 KV4317_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4317_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4317
 KV4317  HISTORY     - Date     Condition        Report By
 KV4317  HISTORY     - 1913     MONUMENTED       CGS
 KV4317  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4317
 KV4317                          STATION DESCRIPTION
 KV4317
 KV4317'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4317'AT THE UPPER END OF NEWARK BAY, ON THE POINT SEPARATING THE
 KV4317'MOUTHS OF HACKENSACK AND PASSAIC RIVERS.
 KV4317'
 KV4317'THE STATION IS ABOUT MIDWAY BETWEEN NEWARK AND JERSEY CITY AND
 KV4317'ABOUT 1/4 MILE S OF THE RAILROAD BETWEEN THE TWO CITIES.  IT IS
 KV4317'ABOUT 40 METERS FROM THE SOUTHERN END OF THE POINT AND IS
 KV4317'MARKED BY A STANDARD BRASS DISK SET IN THE TOP OF A PIECE OF
 KV4317'4-INCH TILE PIPE FILLED WITH CONCRETE AND SUNK TO THE GROUND
 KV4317'LEVEL.
 KV4317'
 KV4317'TWO REFERENCE MARKS, EACH A COPPER NAIL IN THE TOP OF A
 KV4317'CYLINDER OF CONCRETE CONTAINED IN A PIECE OF 3-INCH TILE PIPE
 KV4317'AND PROJECTING 3 INCHES ABOVE THE SURFACE, ARE PLACED
 KV4317'RESPECTIVELY 51.55 FEET N BY W AND 48.65 FEET E FROM THE STATION.
 KV4317
 KV4317                          STATION RECOVERY (1931)
 KV4317
 KV4317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4317'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2467 ***********************************************************************
 JU2467  DESIGNATION -  POINT 2 RESET
 JU2467  PID         -  JU2467
 JU2467  STATE/COUNTY-  NJ/ATLANTIC
 JU2467  USGS QUAD   -  OCEAN CITY (1994)
 JU2467
 JU2467                         *CURRENT SURVEY CONTROL
 JU2467  ___________________________________________________________________
 JU2467* NAD 83(1996)-  39 18 12.69593(N)    074 32 07.74815(W)     ADJUSTED  
 JU2467* NAVD 88     -         3.178  (meters)      10.43   (feet)  ADJUSTED  
 JU2467  ___________________________________________________________________
 JU2467  X           -   1,317,749.701 (meters)                     COMP
 JU2467  Y           -  -4,763,105.350 (meters)                     COMP
 JU2467  Z           -   4,018,428.406 (meters)                     COMP
 JU2467  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 JU2467  ELLIP HEIGHT-         -31.32  (meters)          (09/23/02) GPS OBS
 JU2467  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 JU2467  DYNAMIC HT  -           3.176 (meters)      10.42  (feet)  COMP
 JU2467  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 JU2467
 JU2467  HORZ ORDER  -  A
 JU2467  VERT ORDER  -  FIRST     CLASS II
 JU2467  ELLP ORDER  -  FOURTH    CLASS I
 JU2467
 JU2467.The horizontal coordinates were established by GPS observations
 JU2467.and adjusted by the National Geodetic Survey in July 1997..
 JU2467
 JU2467.The orthometric height was determined by differential leveling
 JU2467.and adjusted by the National Geodetic Survey in March 2005..
 JU2467.No vertical observational check was made to the station.
 JU2467.WARNING-GPS observations at this control monument resulted in a GPS
 JU2467.derived orthometric height which differed from the leveled height by
 JU2467.more than one decimeter (0.1 meter).
 JU2467
 JU2467.Photographs are available for this station.
 JU2467
 JU2467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2467
 JU2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2467
 JU2467.The ellipsoidal height was determined by GPS observations
 JU2467.and is referenced to NAD 83.
 JU2467
 JU2467.The geoid height was determined by GEOID03.
 JU2467
 JU2467.The dynamic height is computed by dividing the NAVD 88
 JU2467.geopotential number by the normal gravity value computed on the
 JU2467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2467.degrees latitude (g = 980.6199 gals.).
 JU2467
 JU2467.The modeled gravity was interpolated from observed gravity values.
 JU2467
 JU2467;                    North         East     Units Scale Factor Converg.
 JU2467;SPC NJ       -    52,194.732   146,939.493   MT  0.99990012   -0 01 20.9
 JU2467;SPC NJ       -   171,242.22    482,083.99   sFT  0.99990012   -0 01 20.9
 JU2467;UTM  18      - 4,350,562.980   540,050.786   MT  0.99961975   +0 17 39.3
 JU2467
 JU2467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2467!SPC NJ       -   1.00000491  x   0.99990012  =   0.99990503
 JU2467!UTM  18      -   1.00000491  x   0.99961975  =   0.99962466
 JU2467
 JU2467|---------------------------------------------------------------------|
 JU2467| PID    Reference Object                     Distance      Geod. Az  |
 JU2467|                                                           dddmmss.s |
 JU2467| JU2466 POINT 2 RM 5                         11.652 METERS 04719     |
 JU2467| CB2864 POINT 2 RM 1                          6.888 METERS 04817     |
 JU2467| JU2468 POINT 2 RM 3                         15.478 METERS 15245     |
 JU2467| JU2854 OCEAN CITY FLANDERS HOTEL CUP       APPROX. 4.8 KM 2273102.6 |
 JU2467| JU2852 OCEAN CITY NORTH STANDPIPE          APPROX. 4.7 KM 2333636.4 |
 JU2467| JU2856 OCEAN CITY WATER TANK               APPROX. 4.3 KM 2351818.0 |
 JU2467| JU2469 POINT 2 RM 4                         10.137 METERS 27740     |
 JU2467| CB2865 POINT 2 RM 2                         10.126 METERS 27743     |
 JU2467| JU2839 SOMERS POINT STANDPIPE              APPROX. 5.8 KM 2870235.8 |
 JU2467| JU2864 GREAT EGG                           APPROX. 1.4 KM 3084903.9 |
 JU2467|---------------------------------------------------------------------|
 JU2467
 JU2467                          SUPERSEDED SURVEY CONTROL
 JU2467
 JU2467  ELLIP H (07/24/97)  -31.40   (m)                       GP(       ) 3 2
 JU2467  NAD 83(1992)-  39 18 12.69548(N)    074 32 07.74750(W) AD(       ) A
 JU2467  ELLIP H (04/04/94)  -31.47   (m)                       GP(       ) 3 1
 JU2467  NAD 83(1992)-  39 18 12.69547(N)    074 32 07.74751(W) AD(       ) A
 JU2467  ELLIP H (12/31/92)  -31.46   (m)                       GP(       ) 4 1
 JU2467  NAD 83(1986)-  39 18 12.68107(N)    074 32 07.74246(W) AD(       ) 2
 JU2467  NAD 27      -  39 18 12.26440(N)    074 32 09.18860(W) AD(       ) 2
 JU2467  NAVD 88 (01/25/94)    3.160  (m)           10.37   (f) UNKNOWN     1 2
 JU2467  NGVD 29 (01/10/92)    3.553  (m)           11.66   (f) ADJUSTED    1 2
 JU2467
 JU2467.Superseded values are not recommended for survey control.
 JU2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2467.See file dsdata.txt to determine how the superseded data were derived.
 JU2467
 JU2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4005150563(NAD 83)
 JU2467_MARKER: DH = HORIZONTAL CONTROL DISK
 JU2467_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JU2467_SP_SET: CONCRETE SEAWALL
 JU2467_STAMPING: POINT 2 1962 1982
 JU2467_MARK LOGO: NGS   
 JU2467_PROJECTION: FLUSH
 JU2467_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2467+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2001
 JU2467
 JU2467  HISTORY     - Date     Condition        Report By
 JU2467  HISTORY     - 1982     MONUMENTED       NGS
 JU2467  HISTORY     - 1982     GOOD             NGS
 JU2467  HISTORY     - 19910520 GOOD             NJGS
 JU2467  HISTORY     - 19910520 GOOD             NJGS
 JU2467  HISTORY     - 19910607 GOOD             NJGS
 JU2467  HISTORY     - 19920910 GOOD             NGS
 JU2467  HISTORY     - 19930303 GOOD             NJHA
 JU2467  HISTORY     - 19940520 GOOD             NJGS
 JU2467  HISTORY     - 19961029 GOOD             NJGS
 JU2467  HISTORY     - 19970114 GOOD             NGS
 JU2467  HISTORY     - 19970121 GOOD             NGS
 JU2467  HISTORY     - 20000827 GOOD             NJGS
 JU2467  HISTORY     - 20011020 GOOD             NGS
 JU2467
 JU2467                          STATION DESCRIPTION
 JU2467
 JU2467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 JU2467'IN LONGPORT.
 JU2467'THE MARK IS 0.6 M ABOVE 11TH AVENUE.
 JU2467'0.1 KM (0.05 MI) SOUTHEAST ALONG 27TH AVENUE FROM THE POST OFFICE
 JU2467'IN LONGPORT, THENCE 1.4 KM (0.9 MI) SOUTHWEST ALONG ATLANTIC AVENUE,
 JU2467'THENCE 0.15 KM (0.1 MI) SOUTHEAST ALONG 11TH AVENUE, 137.2 METERS
 JU2467'(450.0 FEET) SOUTHEAST OF THE CENTER OF POINT DRIVE, 5.0 METERS
 JU2467'(1.5 FEET) SOUTHWEST OF THE CENTER OF 11TH AVENUE, 3.0 METERS
 JU2467'(9.8 FEET) SOUTH OF A POWERLINE POLE WITH NO NUMBERS, 3.7 METERS
 JU2467'(12.0 FEET) NORTHEAST OF THE CENTER OF A ROCK JETTY, AND 0.6
 JU2467'METER (2.0 FEET) NORTHEAST OF THE SOUTHWEST END OF THE SEAWALL.
 JU2467
 JU2467                          STATION RECOVERY (1982)
 JU2467
 JU2467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 JU2467'THE OLD STATION WAS RECOVERED AT THIS DATE.
 JU2467'THE OLD STATION AND REFERENCE MARK 1 WERE RECOVERED.  BOTH WERE
 JU2467'TO BE DESTROYED SO NEW REFERNCES WERE SET SO AS TO RESET THE
 JU2467'STATION BACK IN PLACE.  THE NEW DISK ENDED UP 0.392 METERS
 JU2467'THE DISTANCE TO TO REFERENCE MARK 1 WAS FOUND SHORTER BY 0.010
 JU2467'METERS THAN THE OLD SLOPE DISTANCE. WE MEASURED HORIZONTALLY.
 JU2467'
 JU2467'THE STATION IS LOCATED ABOUT 4.75 KM (3.0 MI)
 JU2467'NORTHEAST OF OCEAN CITY,
 JU2467'1.5 KM (1.0 MI) SOUTHWEST OF THE CENTER OF LONGPORT ON THE
 JU2467'NORTHEAST SHORE OF GREAT EGG HARBOR INLET.
 JU2467'OWNERSHIP--LONGPORT CITY
 JU2467'
 JU2467'TO REACH THE STATION FROM THE POST OFFICE IN LONGPORT, GO SOUTHEAST
 JU2467'ON 27TH AVENUE FOR 0.1 KM (0.05 MI) TO A CROSSROAD.  TURN RIGHT AND
 JU2467'GO SOUTHWEST ON ATLANTIC AVENUE FOR 1.5 KM (0.9 MI) TO A
 JU2467'T JUNCTION.  TURN RIGHT AND GO SOUTHEAST ON 11TH AVENUE FOR
 JU2467'0.15 KM (0.1 MI) TO THE END OF THE STREET AND A ROCK JETTY AND
 JU2467'THE STATION.
 JU2467'
 JU2467'THE STATION IS A STANDARD NGS DISK
 JU2467'STAMPED---POINT 2 1962 1982---,
 JU2467'SET INTO A DRILL HOLE IN A 1 METER WIDE AND 0.6 METER HIGH SEA WALL,
 JU2467'137.2 METERS (450.0 FT) SOUTHEAST FROM THE CENTER OF POINT DRIVE,
 JU2467'3.7 METERS (12.0 FT) NORTHEAST FROM THE CENTER OF A ROCK JETTY,
 JU2467'3.0 METERS (9.8 FT) SOUTH FROM THE CENTER OF A POWER POLE,
 JU2467'1.5 METERS (5.0 FT) SOUTHWEST FROM THE CENTER OF 11TH AVENUE AND
 JU2467'0.6 METERS (2.0 FT) NORTHEAST FROM THE SOUTHWEST END OF THE SEA
 JU2467'WALL.
 JU2467'
 JU2467'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK
 JU2467'STAMPED---POINT 2 1962 NO 3 1982---,
 JU2467'SET INTO A DRILL HOLE IN A GRANITE BLOCK OF A JETTY LOCATED
 JU2467'18.2 METERS (59.7 FT) SOUTH FROM A POWER POLE,
 JU2467'16.3 METERS (53.5 FT) SOUTHEAST FROM THE NORTHWEST END OF THE JETTY,
 JU2467'3.0 METERS (10.0 FT) SOUTHWEST FROM THE NORTHEAST EDGE OF THE JETTY,
 JU2467'2.6 METERS (8.5 FT) NORTHEAST FROM THE SOUTHWEST EDGE OF THE JETTY.
 JU2467'MARK IS LEVEL WITH THE STATION.
 JU2467'
 JU2467'REFERENCE MARK NO. 4 IS A STANDARD NGS DISK
 JU2467'STAMPED---POINT 2 1962 NO 4 1982---,
 JU2467'SET INTO A DRILL HOLE IN A CURB ALONG THE NORTHWEST SIDE OF 11TH
 JU2467'AVENUE LOCATED
 JU2467'40.7 METERS (133.6 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 JU2467'A HOUSE 117 11TH AVENUE,
 JU2467'8.2 METERS (27.0 FT) SOUTHWEST FROM THE CENTER OF 11TH AVENUE AND
 JU2467'7.9 METERS (25.9 FT) WEST FROM A POWER POLE.
 JU2467'MARK IS 0.3 METERS BELOW THE STATION.
 JU2467'
 JU2467'REFERENCE MARK NO. 5 IS A STANDARD NGS DISK
 JU2467'STAMPED---POINT 2 1962 NO 5 1982---,
 JU2467'SET INTO A DRILL HOLE IN A CONCRETE SEA WALL PROJECTING 0.6 METERS
 JU2467'ABOVE THE SAND BEACH AND LOCATED
 JU2467'15.8 METERS (52.0 FT) NORTHEAST FROM THE CENTER OF THE ROCK JETTY,
 JU2467'12.3 METERS (40.3 FT) NORTHEAST FROM THE SOUTHWEST END OF THE SEA
 JU2467'WALL,
 JU2467'12.1 METERS (39.8 FT) NORTHEAST FROM A POWER POLE AND
 JU2467'10.4 METERS (34.0 FT) NORTHEAST FROM THE CENTER OF 11TH AVENUE.
 JU2467'MARK IS LEVEL WITH THE STATION.
 JU2467'
 JU2467'DESCRIBED BY R G POUST.
 JU2467
 JU2467                          STATION RECOVERY (1991)
 JU2467
 JU2467'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 JU2467'THE STATION IS LOCATED IN THE BOROUGH OF LONGPORT, NEAR THE NORTHEAST
 JU2467'POINT OF GREAT EGG HARBOR INLET AT THE SOUTHEAST END OF ELEVENTH
 JU2467'STREET.
 JU2467'TO REACH THE STATION FROM THE MUNICIPAL AND FIRE DEPARTMENT BUILDING
 JU2467'IN THE BOROUGH OF LONGPORT, GO 0.7 MI (1.13 KM) SOUTHEAST ON ATLANTIC
 JU2467'AVENUE TO ITS END AT ELEVENTH STREET.  TURN LEFT AND GO 0.15 MI
 JU2467'(0.24 KM) TO THE END OF ELEVENTH STREET AND THE STATION ON THE LEFT,
 JU2467'SET FLUSH IN A DRILL HOLE ON THE TOP OF A CONCRETE SEAWALL AT THE
 JU2467'NORTHWEST END OF THE ELEVENTH STREET JETTY.
 JU2467'THE STATION IS 0.62 M (2.03 FT) NORTHEAST FROM THE SOUTHEAST END OF
 JU2467'THE WALL, 6.4 M (21.00 FT) SOUTHWEST FROM THE CURBLINE OF ELEVENTH
 JU2467'STREET, 0.3 M (0.98 FT) SOUTHEAST FROM THE NORTHWEST FACE OF THE WALL
 JU2467', 3.1 M (10.17 FT) SOUTHEAST FROM A POLE WITH A STREET LIGHT ATTACHED
 JU2467'AND ABOUT 1.0 M (3.28 FT) ABOVE THE LEVEL OF ELEVENTH STREET.
 JU2467
 JU2467                          STATION RECOVERY (1991)
 JU2467
 JU2467'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 JU2467'THE STATION IS LOCATED IN THE TOWN OF LONGPORT, NEAR THE NORTHEAST
 JU2467'POINT GREAT EGG HARBOR INLET SET IN A DRILL HOLE AT THE SOUTHWEST END
 JU2467'OF A CONCRETE SEAWALL AT THE SOUTHEAST END OF 11TH STREET.  TO REACH
 JU2467'THE STATION FROM THE MUNICIPAL AND FIRE DEPARTMENT BUILDING IN
 JU2467'LONGPORT, GO 1.1 KM (0.7 MI) SOUTHEAST ON ATLANTIC AVENUE TO ITS END
 JU2467'AT 11TH STREET, TURN LEFT AND GO 0.24 KM (0.15 MI) TO THE END OF 11TH
 JU2467'STREET AND THE STATION ON THE SEAWALL WHICH IS AT THE NORTHWEST END
 JU2467'OF THE 11TH STREET JETTY. THE STATION IS 0.62 M (2.03 FT) NORTHEAST
 JU2467'OF THE SOUTHEAST END OF THE WALL, 6.4 M (21.0 FT) SOUTHWEST OF THE
 JU2467'CURBLINE OF 11TH STREET, 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST
 JU2467'FACE OF THE WALL, 3.1 M (10.2 FT) SOUTHEAST OF A POLE WITH A STREET
 JU2467'LIGHT AND ABOUT 1.0 M (3.3 FT) ABOVE THE PAVING OF 11TH STREET
 JU2467
 JU2467                          STATION RECOVERY (1991)
 JU2467
 JU2467'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 JU2467'THE STATION IS LOCATED IN THE BOROUGH OF LONGPORT.  TO REACH THE
 JU2467'STATION FROM THE BOROUGH HALL AT THE INTERSECTION OF ATLANTIC AVENUE
 JU2467'AND 24TH AVENUE, PROCEED 1.15 KM (0.71 MI) SOUTHEAST ON ATLANTIC
 JU2467'AVENUE TO ITS JUNCTION WITH 11TH STREET ON THE LEFT, TURN LEFT AND GO
 JU2467'0.15 KM (0.09 MI) SOUTHEAST TO THE END OF THE STREET AND THE STATION
 JU2467'AHEAD, SET IN A DRILL HOLE ON TOP OF THE CONCRETE SEAWALL.  THE
 JU2467'STATION IS 0.62 M (2.03 FT) NORTHEAST OF THE SOUTHEAST END OF THE
 JU2467'WALL, 6.4 M (21.0 FT) SOUTHWEST OF THE CURBLINE OF 11TH STREET, 0.3 M
 JU2467'(1.0 FT) SOUTHEAST OF THE NORTHWEST FACE OF THE WALL, 3.1 M
 JU2467'(10.2 FT) SOUTHEAST OF A POLE WITH A STREET LIGHT AND ABOUT 1 M
 JU2467'(3.3 FT) ABOVE THE PAVING OF THE STREET.
 JU2467
 JU2467                          STATION RECOVERY (1992)
 JU2467
 JU2467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 JU2467'THE STATION IS LOCATED IN THE TOWN OF LONGPORT, NEAR THE NORTHEAST
 JU2467'POINT GREAT EGG HARBOR INLET, SET IN A DRILL HOLE IN THE SOUTHWEST
 JU2467'END OF A CONCRETE SEAWALL AT THE SOUTHEAST END OF 11TH STREET.
 JU2467'OWNERSHIP--UNKNOWN.
 JU2467'TO REACH THE STATION FROM THE MUNICIPAL AND FIRE DEPARTMENT BUILDING
 JU2467'IN LONGPORT, GO 1.1 KM (0.70 MI) SOUTHEAST ON ATLANTIC AVENUE TO ITS
 JU2467'END AT 11TH STREET.  TURN LEFT AND GO 0.24 KM (0.15 MI) TO THE END OF
 JU2467'11TH STREET AND THE STATION, ON THE SEAWALL WHICH IS AT THE NORTHEAST
 JU2467'END OF THE 11TH STREET JETTY.
 JU2467'LOCATED 6.4 M (21.0 FT) SOUTHWEST OF THE CURB LINE OF 11TH STREET, 3.1
 JU2467'M (10.2 FT) SOUTHEAST OF A POLE WITH A STREET LIGHT, 0.62 M
 JU2467'(2.03 FT) NORTHEAST OF THE SOUTHEAST END OF THE WALL AND ABOUT 1.0 M
 JU2467'(3.3 FT) ABOVE THE PAVING OF 11TH STREET.
 JU2467
 JU2467                          STATION RECOVERY (1993)
 JU2467
 JU2467'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 JU2467'RECOVERED IN GOOD CONDITION.
 JU2467
 JU2467                          STATION RECOVERY (1994)
 JU2467
 JU2467'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 JU2467'THE STATION IS LOCATED IN THE TOWN OF LONGPORT, NEAR THE NORTHEAST
 JU2467'POINT GREAT EGG HARBOR INLET SET IN A DRILL HOLE AT THE SOUTHWEST END
 JU2467'OF A CONCRETE SEAWALL AT THE SOUTHEAST END OF 11TH STREET.  TO REACH
 JU2467'THE STATION FROM THE MUNICIPAL AND FIRE DEPARTMENT BUILDING IN
 JU2467'LONGPORT, GO 1.1 KM (0.70 MI) SOUTHEAST ON ATLANTIC AVENUE TO ITS END
 JU2467'AT 11TH STREET, TURN LEFT AND GO 0.24 KM (0.15 MI) TO THE END OF 11TH
 JU2467'STREET AND THE STATION ON THE SEAWALL WHICH IS AT THE NORTHWEST END OF
 JU2467'THE 11TH STREET JETTY. THE STATION IS 0.62 M (2.03 FT) NORTHEAST OF
 JU2467'THE SOUTHEAST END OF THE WALL, 6.4 M (21.0 FT) SOUTHWEST OF THE
 JU2467'CURBLINE OF 11TH STREET, 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST
 JU2467'FACE OF THE WALL, 3.1 M (10.2 FT) SOUTHEAST OF A POLE WITH A STREET
 JU2467'LIGHT AND ABOUT 1.0 M (3.3 FT) ABOVE THE PAVING OF 11TH STREET
 JU2467
 JU2467                          STATION RECOVERY (1996)
 JU2467
 JU2467'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU2467'RECOVERED AS DESCRIBED.
 JU2467
 JU2467                          STATION RECOVERY (1997)
 JU2467
 JU2467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 JU2467'RECOVERED AS DESCRIBED.
 JU2467
 JU2467                          STATION RECOVERY (1997)
 JU2467
 JU2467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 JU2467'RECOVERED AS DESCRIBED.
 JU2467
 JU2467                          STATION RECOVERY (2000)
 JU2467
 JU2467'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU2467'RECOVERED AS DESCRIBED.
 JU2467
 JU2467                          STATION RECOVERY (2001)
 JU2467
 JU2467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 JU2467'RECOVERED AS DESCRIBED 10/20/2001 BY R.G. HAYES
 JU2467'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2468 ***********************************************************************
 JU2468  CBN         -  This is a Cooperative Base Network Control Station.
 JU2468  DESIGNATION -  POINT 2 RM 3
 JU2468  PID         -  JU2468
 JU2468  STATE/COUNTY-  NJ/ATLANTIC
 JU2468  USGS QUAD   -  OCEAN CITY (1994)
 JU2468
 JU2468                         *CURRENT SURVEY CONTROL
 JU2468  ___________________________________________________________________
 JU2468* NAD 83(1996)-  39 18 12.24977(N)    074 32 07.45229(W)     ADJUSTED  
 JU2468* NAVD 88     -         2.608  (meters)       8.56   (feet)  ADJUSTED  
 JU2468  ___________________________________________________________________
 JU2468  X           -   1,317,758.737 (meters)                     COMP
 JU2468  Y           -  -4,763,111.427 (meters)                     COMP
 JU2468  Z           -   4,018,417.392 (meters)                     COMP
 JU2468  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 JU2468  ELLIP HEIGHT-         -31.90  (meters)          (09/23/02) GPS OBS
 JU2468  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 JU2468  DYNAMIC HT  -           2.606 (meters)       8.55  (feet)  COMP
 JU2468  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 JU2468
 JU2468  HORZ ORDER  -  B
 JU2468  VERT ORDER  -  FIRST     CLASS II
 JU2468  ELLP ORDER  -  FOURTH    CLASS I
 JU2468
 JU2468.The horizontal coordinates were established by GPS observations
 JU2468.and adjusted by the National Geodetic Survey in July 1997..
 JU2468.No horizontal observational check was made to the station.
 JU2468
 JU2468.The orthometric height was determined by differential leveling
 JU2468.and adjusted by the National Geodetic Survey in March 2005..
 JU2468.No vertical observational check was made to the station.
 JU2468
 JU2468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2468
 JU2468.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2468
 JU2468.The ellipsoidal height was determined by GPS observations
 JU2468.and is referenced to NAD 83.
 JU2468
 JU2468.The geoid height was determined by GEOID03.
 JU2468
 JU2468.The dynamic height is computed by dividing the NAVD 88
 JU2468.geopotential number by the normal gravity value computed on the
 JU2468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2468.degrees latitude (g = 980.6199 gals.).
 JU2468
 JU2468.The modeled gravity was interpolated from observed gravity values.
 JU2468
 JU2468;                    North         East     Units Scale Factor Converg.
 JU2468;SPC NJ       -    52,180.971   146,946.576   MT  0.99990011   -0 01 20.7
 JU2468;SPC NJ       -   171,197.07    482,107.22   sFT  0.99990011   -0 01 20.7
 JU2468;UTM  18      - 4,350,549.263   540,057.943   MT  0.99961976   +0 17 39.5
 JU2468
 JU2468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2468!SPC NJ       -   1.00000500  x   0.99990011  =   0.99990511
 JU2468!UTM  18      -   1.00000500  x   0.99961976  =   0.99962476
 JU2468
 JU2468|---------------------------------------------------------------------|
 JU2468| PID    Reference Object                     Distance      Geod. Az  |
 JU2468|                                                           dddmmss.s |
 JU2468| JU2467 POINT 2 RESET                        15.478 METERS 33245     |
 JU2468|---------------------------------------------------------------------|
 JU2468
 JU2468                          SUPERSEDED SURVEY CONTROL
 JU2468
 JU2468  ELLIP H (07/24/97)  -31.87   (m)                       GP(       ) 2 1
 JU2468  NAD 83(1992)-  39 18 12.25028(N)    074 32 07.45148(W) AD(       ) B
 JU2468  ELLIP H (05/11/95)  -31.78   (m)                       GP(       ) 1 1
 JU2468  NAD 83(1986)-  39 18 12.23424(N)    074 32 07.44666(W) AD(       ) 3
 JU2468  NAVD 88 (01/25/94)    2.591  (m)            8.50   (f) UNKNOWN     1 2
 JU2468  NGVD 29 (01/10/92)    2.984  (m)            9.79   (f) ADJUSTED    1 2
 JU2468
 JU2468.Superseded values are not recommended for survey control.
 JU2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2468.See file dsdata.txt to determine how the superseded data were derived.
 JU2468
 JU2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4005850549(NAD 83)
 JU2468_MARKER: DR = REFERENCE MARK DISK
 JU2468_SETTING: 80 = SET IN A BOULDER
 JU2468_SP_SET: STONE CONCRETE JETTY
 JU2468_STAMPING: POINT 2 1963 NO 3 1982
 JU2468_MARK LOGO: CGS   
 JU2468_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2468+STABILITY: SURFACE MOTION
 JU2468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2468+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2000
 JU2468
 JU2468  HISTORY     - Date     Condition        Report By
 JU2468  HISTORY     - 1982     MONUMENTED       NGS
 JU2468  HISTORY     - 19910607 SEE DESCRIPTION  NJGS
 JU2468  HISTORY     - 19940603 SEE DESCRIPTION  NGS
 JU2468  HISTORY     - 19961024 GOOD             NJGS
 JU2468  HISTORY     - 20000827 GOOD             NJGS
 JU2468
 JU2468                          STATION DESCRIPTION
 JU2468
 JU2468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 JU2468'IN LONGPORT.
 JU2468'THE MARK IS 1.0 M ABOVE BEACH.
 JU2468'0.1 KM (0.05 MI) SOUTHEAST ALONG 27TH AVENUE FROM THE POST OFFICE
 JU2468'IN LONGPORT, THENCE 1.4 KM (0.9 MI) SOUTHWEST ALONG ATLANTIC AVENUE,
 JU2468'THENCE 0.15 KM (0.1 MI) SOUTHEAST ALONG 11TH AVENUE,
 JU2468'18.2 METERS (59.7 FEET) SOUTH OF A POWERLINE POLE WITH NO NUMBERS,
 JU2468'16.3 METERS (53.5 FEET) SOUTHEAST OF THE NORTHWEST END OF THE ROCK
 JU2468'JETTY, 3.0 METERS (10.0 FEET) SOUTHWEST OF THE NORTHEAST SIDE OF THE
 JU2468'JETTY, 2.6 METERS (8.5 FEET) NORTHEAST OF THE SOUTHWEST SIDE
 JU2468'OF THE JETTY, AND 15.5 METERS (50.8 FEET) SOUTHEAST OF BENCH MARK
 JU2468'POINT 2 1962 1982.
 JU2468
 JU2468                          STATION RECOVERY (1991)
 JU2468
 JU2468'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 JU2468'THE STATION IS LOCATED IN THE BOROUGH OF LONGPORT.  TO REACH THE
 JU2468'STATION FROM THE BOROUGH HALL AT THE INTERSECTION OF ATLANTIC AVENUE
 JU2468'AND 24TH AVENUE, PROCEED 1.15 KM (0.71 MI) SOUTHEAST ON ATLANTIC
 JU2468'AVENUE TO THE JUNCTION WITH 11TH STREET, TURN LEFT AND GO 0.15 KM
 JU2468'(0.09 MI) SOUTHEAST ON 11TH STREET TO THE STATION AHEAD, SET IN A
 JU2468'DRILL HOLE IN A ROCK IN THE CENTER OF THE JETTY AT THE END ON THE
 JU2468'STREET. 15 M (49.2 FT) SOUTHEAST OF STATION POINT 2, 21.7 M
 JU2468'(71.2 FT) SOUTHWEST OF POINT 2 RM 5, 7.0 M (23.0 FT) SOUTHWEST OF THE
 JU2468'CENTERLINE EXTENDED OF 11TH STREET AND FLUSH WITH THE ROCK. THE EDGE
 JU2468'OF THE STATION DISK IS BENT AND THE STAMPING IS WORN.
 JU2468
 JU2468                          STATION RECOVERY (1994)
 JU2468
 JU2468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 JU2468'RECOVERED AS DESCRIBED.
 JU2468' 
 JU2468'STAMPING OF MARK IS BADLY WORN.
 JU2468
 JU2468                          STATION RECOVERY (1996)
 JU2468
 JU2468'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU2468'RECOVERED AS DESCRIBED.
 JU2468
 JU2468                          STATION RECOVERY (2000)
 JU2468
 JU2468'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU2468'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2469 ***********************************************************************
 JU2469  DESIGNATION -  POINT 2 RM 4
 JU2469  PID         -  JU2469
 JU2469  STATE/COUNTY-  NJ/ATLANTIC
 JU2469  USGS QUAD   -  OCEAN CITY (1994)
 JU2469
 JU2469                         *CURRENT SURVEY CONTROL
 JU2469  ___________________________________________________________________
 JU2469* NAD 83(1996)-  39 18 12.73975(N)    074 32 08.16745(W)     ADJUSTED  
 JU2469* NAVD 88     -         2.476  (meters)       8.12   (feet)  ADJUSTED  
 JU2469  ___________________________________________________________________
 JU2469  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 JU2469  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 JU2469  DYNAMIC HT  -           2.475 (meters)       8.12  (feet)  COMP
 JU2469  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 JU2469
 JU2469  HORZ ORDER  -  THIRD
 JU2469  VERT ORDER  -  FIRST     CLASS II
 JU2469
 JU2469.The horizontal coordinates were established by classical geodetic methods
 JU2469.and adjusted by the National Geodetic Survey in September 1999..
 JU2469.No horizontal observational check was made to the station.
 JU2469
 JU2469.The orthometric height was determined by differential leveling
 JU2469.and adjusted by the National Geodetic Survey in March 2005..
 JU2469.No vertical observational check was made to the station.
 JU2469
 JU2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2469
 JU2469.The geoid height was determined by GEOID03.
 JU2469
 JU2469.The dynamic height is computed by dividing the NAVD 88
 JU2469.geopotential number by the normal gravity value computed on the
 JU2469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2469.degrees latitude (g = 980.6199 gals.).
 JU2469
 JU2469.The modeled gravity was interpolated from observed gravity values.
 JU2469
 JU2469;                    North         East     Units Scale Factor Converg.
 JU2469;SPC NJ       -    52,196.087   146,929.448   MT  0.99990012   -0 01 21.2
 JU2469;SPC NJ       -   171,246.66    482,051.03   sFT  0.99990012   -0 01 21.2
 JU2469;UTM  18      - 4,350,564.280   540,040.737   MT  0.99961974   +0 17 39.0
 JU2469
 JU2469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2469!SPC NJ       -   1.00000503  x   0.99990012  =   0.99990515
 JU2469!UTM  18      -   1.00000503  x   0.99961974  =   0.99962476
 JU2469
 JU2469                          SUPERSEDED SURVEY CONTROL
 JU2469
 JU2469  NAD 83(1986)-  39 18 12.72486(N)    074 32 08.16151(W) AD(       ) 3
 JU2469  NGVD 29 (06/22/90)    2.86   (m)            9.4    (f) LEVELING    3  
 JU2469
 JU2469.Superseded values are not recommended for survey control.
 JU2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2469.See file dsdata.txt to determine how the superseded data were derived.
 JU2469
 JU2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4004150564(NAD 83)
 JU2469_MARKER: DR = REFERENCE MARK DISK
 JU2469_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU2469_SP_SET: CURB
 JU2469_STAMPING: POINT 2 1962 NO 4 1982
 JU2469_MARK LOGO: NGS   
 JU2469_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2469+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2000
 JU2469
 JU2469  HISTORY     - Date     Condition        Report By
 JU2469  HISTORY     - 1982     MONUMENTED       NGS
 JU2469  HISTORY     - 20000720 GOOD             NJGS
 JU2469
 JU2469                          STATION DESCRIPTION
 JU2469
 JU2469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 JU2469'IN LONGPORT.
 JU2469'0.1 KM (0.05 MI) SOUTHEAST ALONG 27TH AVENUE FROM THE POST OFFICE
 JU2469'IN LONGPORT, THENCE 1.4 KM (0.9 MI) SOUTHWEST ALONG ATLANTIC AVENUE,
 JU2469'THENCE 0.15 KM (0.1 MI) SOUTHEAST ALONG 11TH AVENUE, 40.7 METERS
 JU2469'(133.6 FEET) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE
 JU2469'WITH NUMBER 117 ELEVENTH AVENUE, 8.2 METERS (27.0 FEET) SOUTHWEST
 JU2469'OF THE CENTER OF 11TH AVENUE, 7.9 METERS (25.9 FEET) WEST OF A
 JU2469'POWERLINE POLE WITH NO NUMBERS, AND 10.1 METERS (32.2 FEET) WEST
 JU2469'OF BENCH MARK POINT 2 1962 1982.
 JU2469'THE MARK IS 0.5 METERS  ENE FROM A WITNESS POST.
 JU2469'THE MARK IS 0.2 M ABOVE 11TH AVENUE.
 JU2469
 JU2469                          STATION RECOVERY (2000)
 JU2469
 JU2469'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU2469'THE STATION IS LOCATED IN THE BOROUGH OF LONGPORT ON THE SOUTHWEST
 JU2469'SIDE OF 11TH STREET.  TO REACH THE STATION FROM THE BOROUGH HALL AT
 JU2469'THE INTERSECTION OF ATLANTIC AVENUE AND 24TH STREET, GO SOUTHWEST ON
 JU2469'ATLANTIC AVENUE FOR 0.7 MI (1.1 KM) TO THE END OF STREET AT THE
 JU2469'JUNCTION WITH 11TH STREET.  TURN LEFT AND GO SOUTHEAST ON 11TH STREET
 JU2469'FOR ABOUT 0.15 MI (0.24 KM) TO THE END OF THE STREET AT A CONCRETE
 JU2469'SEAWALL AND STONE JETTY AND THE STATION ON THE RIGHT, SET FLUSH IN A
 JU2469'DRILL HOLE IN THE END OF THE NORTHWEST CONCRETE CURB, ABOUT 0.2 M (0.7
 JU2469'FT) BELOW THE GROUND.  THE STATION IS 7.6 M (24.9 FT) SOUTHWEST FROM
 JU2469'THE CENTERLINE OF 11TH STREET, 8.0 M (26.2 FT) WEST FROM UTILITY POLE
 JU2469'NUMBER A6975 WITH NUMEROUS MUNICIPAL SIGN ATTACHED, 10.2 M (33.5 FT)
 JU2469'NORTHWEST FROM STATION POINT 2 RESET AND 22.8 M (74.8 FT) NORTHWEST
 JU2469'FROM STATION POINT 2 RM 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2466 ***********************************************************************
 JU2466  DESIGNATION -  POINT 2 RM 5
 JU2466  PID         -  JU2466
 JU2466  STATE/COUNTY-  NJ/ATLANTIC
 JU2466  USGS QUAD   -  OCEAN CITY (1994)
 JU2466
 JU2466                         *CURRENT SURVEY CONTROL
 JU2466  ___________________________________________________________________
 JU2466* NAD 83(1996)-  39 18 12.95211(N)    074 32 07.39068(W)     ADJUSTED  
 JU2466* NAVD 88     -         3.177  (meters)      10.42   (feet)  ADJUSTED  
 JU2466  ___________________________________________________________________
 JU2466  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 JU2466  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 JU2466  DYNAMIC HT  -           3.175 (meters)      10.42  (feet)  COMP
 JU2466  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 JU2466
 JU2466  HORZ ORDER  -  THIRD
 JU2466  VERT ORDER  -  FIRST     CLASS II
 JU2466
 JU2466.The horizontal coordinates were established by classical geodetic methods
 JU2466.and adjusted by the National Geodetic Survey in September 1999..
 JU2466.No horizontal observational check was made to the station.
 JU2466
 JU2466.The orthometric height was determined by differential leveling
 JU2466.and adjusted by the National Geodetic Survey in March 2005..
 JU2466.No vertical observational check was made to the station.
 JU2466
 JU2466.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2466
 JU2466.The geoid height was determined by GEOID03.
 JU2466
 JU2466.The dynamic height is computed by dividing the NAVD 88
 JU2466.geopotential number by the normal gravity value computed on the
 JU2466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2466.degrees latitude (g = 980.6199 gals.).
 JU2466
 JU2466.The modeled gravity was interpolated from observed gravity values.
 JU2466
 JU2466;                    North         East     Units Scale Factor Converg.
 JU2466;SPC NJ       -    52,202.628   146,948.060   MT  0.99990011   -0 01 20.7
 JU2466;SPC NJ       -   171,268.12    482,112.09   sFT  0.99990011   -0 01 20.7
 JU2466;UTM  18      - 4,350,570.922   540,059.307   MT  0.99961976   +0 17 39.5
 JU2466
 JU2466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2466!SPC NJ       -   1.00000492  x   0.99990011  =   0.99990503
 JU2466!UTM  18      -   1.00000492  x   0.99961976  =   0.99962467
 JU2466
 JU2466                          SUPERSEDED SURVEY CONTROL
 JU2466
 JU2466  NAD 83(1986)-  39 18 12.93701(N)    074 32 07.38528(W) AD(       ) 3
 JU2466  NAVD 88 (01/25/94)    3.161  (m)           10.37   (f) UNKNOWN     1 2
 JU2466  NGVD 29 (01/10/92)    3.554  (m)           11.66   (f) ADJUSTED    1 2
 JU2466
 JU2466.Superseded values are not recommended for survey control.
 JU2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2466.See file dsdata.txt to determine how the superseded data were derived.
 JU2466
 JU2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4005950571(NAD 83)
 JU2466_MARKER: DR = REFERENCE MARK DISK
 JU2466_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JU2466_SP_SET: SEA WALL
 JU2466_STAMPING: POINT 2 NO 5 1962 1982
 JU2466_MARK LOGO: CGS   
 JU2466_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2466+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 JU2466
 JU2466  HISTORY     - Date     Condition        Report By
 JU2466  HISTORY     - 1982     MONUMENTED       NGS
 JU2466  HISTORY     - 19910607 GOOD             NJGS
 JU2466  HISTORY     - 20000808 GOOD             NJGS
 JU2466
 JU2466                          STATION DESCRIPTION
 JU2466
 JU2466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 JU2466'IN LONGPORT.
 JU2466'THE MARK IS 1.0 M ABOVE BEACH.
 JU2466'0.1 KM (0.05 MI) SOUTHEAST ALONG 27TH AVENUE FROM THE POST OFFICE
 JU2466'IN LONGPORT, THENCE 1.4 KM (0.9 MI) SOUTHWEST ALONG ATLANTIC AVENUE,
 JU2466'THENCE 0.15 KM (0.1 MI) SOUTHEAST ALONG 11TH AVENUE, 12.1 METERS
 JU2466'(39.8 FEET) NORTHEAST FROM A POWERLINE POLE WITH NO NUMBERS, 12.3
 JU2466'METERS (40.3 FEET) NORTHEAST FROM THE SOUTHWEST END OF A CONCRETE
 JU2466'SEAWALL, 15.8 METERS (52.0 FEET) NORTHEAST FROM THE CENTER OF A
 JU2466'ROCK JETTY, 10.4 METERS (34.0 FEET) NORTHEAST OF THE CENTER OF THE
 JU2466'END OF 11TH AVENUE, AND 11.6 METERS (38.2 FEET) NORTHEAST OF
 JU2466'BENCH MARK POINT 2 1962 1982.
 JU2466
 JU2466                          STATION RECOVERY (1991)
 JU2466
 JU2466'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 JU2466'THE STATION IS LOCATED IN THE BOROUGH OF LONGPORT.  TO REACH THE
 JU2466'STATION FROM THE BOROUGH HALL AT THE INTERSECTION OF ATLANTIC AVENUE
 JU2466'AND 24TH AVENUE, PROCEED 1.15 KM (0.71 MI) SOUTHEAST ON ATLANTIC
 JU2466'AVENUE TO THE JUNCTION WITH 11TH STREET, TURN LEFT AND GO 0.15 KM
 JU2466'(0.09 MI) SOUTHEAST ON 11TH STREET TO THE STATION AHEAD, SET IN A
 JU2466'DRILL HOLE IN THE CONCRETE SEA WALL.  THE STATION IS 0.5 M (1.6 FT)
 JU2466'EAST OF THE WEST EDGE OF THE WALL, 5.85 M (19.19 FT) SOUTHWEST OF THE
 JU2466'SOUTHWEST CORNER OF A THREE STORY FRAME HOUSE, 12.2 M (40.0 FT) EAST
 JU2466'OF A POLE WITH NO NUMBER SUPPORTING A LIGHT, 11.65 M (38.22 FT) OF
 JU2466'STATION POINT 2 WHICH IS LOCATED ST THE SOUTHWEST END OF THE WALL AND
 JU2466'IS ABOUT 1.0 M (3.3 FT) ABOVE THE PAVING.
 JU2466
 JU2466                          STATION RECOVERY (2000)
 JU2466
 JU2466'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU2466'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE STATION IS
 JU2466'11.65 M (38.22 FT) NORTHEAST FROM STATION POINT 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5344 ***********************************************************************
 KV5344  DESIGNATION -  POINT 3
 KV5344  PID         -  KV5344
 KV5344  STATE/COUNTY-  NJ/MIDDLESEX
 KV5344  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5344
 KV5344                         *CURRENT SURVEY CONTROL
 KV5344  ___________________________________________________________________
 KV5344* NAD 83(1996)-  40 27 16.95790(N)    074 22 16.77828(W)     ADJUSTED  
 KV5344* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5344  ___________________________________________________________________
 KV5344  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 KV5344  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KV5344
 KV5344  HORZ ORDER  -  THIRD
 KV5344
 KV5344.The horizontal coordinates were established by classical geodetic methods
 KV5344.and adjusted by the National Geodetic Survey in September 1999..
 KV5344
 KV5344.The orthometric height was scaled from a topographic map.
 KV5344
 KV5344.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5344
 KV5344.The geoid height was determined by GEOID03.
 KV5344
 KV5344;                    North         East     Units Scale Factor Converg.
 KV5344;SPC NJ       -   180,007.915   160,913.539   MT  0.99990147   +0 05 00.6
 KV5344;SPC NJ       -   590,575.97    527,930.50   sFT  0.99990147   +0 05 00.6
 KV5344;UTM  18      - 4,478,417.385   553,305.840   MT  0.99963498   +0 24 28.5
 KV5344
 KV5344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5344!SPC NJ       -   1.00000502  x   0.99990147  =   0.99990649
 KV5344!UTM  18      -   1.00000502  x   0.99963498  =   0.99964000
 KV5344
 KV5344|---------------------------------------------------------------------|
 KV5344| PID    Reference Object                     Distance      Geod. Az  |
 KV5344|                                                           dddmmss.s |
 KV5344| CB5450 POINT 3 RM 2                         47.082 METERS 07614     |
 KV5344| KV5320 BISSETT                             APPROX. 1.7 KM 1795706.0 |
 KV5344| CB5451 TIDAL 3                              39.838 METERS 25647     |
 KV5344| CB5449 POINT 3 RM 1                         12.341 METERS 35003     |
 KV5344|---------------------------------------------------------------------|
 KV5344
 KV5344                          SUPERSEDED SURVEY CONTROL
 KV5344
 KV5344  NAD 83(1996)-  40 27 16.95716(N)    074 22 16.77948(W) AD(       ) 3
 KV5344  NAD 83(1986)-  40 27 16.95824(N)    074 22 16.77925(W) AD(       ) 3
 KV5344  NAD 27      -  40 27 16.58100(N)    074 22 18.24400(W) AD(       ) 3
 KV5344
 KV5344.Superseded values are not recommended for survey control.
 KV5344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5344.See file dsdata.txt to determine how the superseded data were derived.
 KV5344
 KV5344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5330678417(NAD 83)
 KV5344_MARKER: Z = SEE DESCRIPTION
 KV5344_SETTING: 0 = UNSPECIFIED SETTING
 KV5344
 KV5344  HISTORY     - Date     Condition        Report By
 KV5344  HISTORY     - 1934     MONUMENTED       USE
 KV5344  HISTORY     - 1934     SEE DESCRIPTION  CGS
 KV5344  HISTORY     - 1953     GOOD             CGS
 KV5344  HISTORY     - 1953     GOOD             CGS
 KV5344
 KV5344                          STATION DESCRIPTION
 KV5344
 KV5344'DESCRIBED BY US ENGINEERS 1934 (ERM)
 KV5344'THE STATION, THE CENTER OF 1/2- BY 1 1/2-INCH RECTANGLE, 1/2
 KV5344'INCH DEEP CUT IN THE CONCRETE SIDEWALK, WAS ESTABLISHED BY
 KV5344'U.S.E. IN 1928.
 KV5344
 KV5344                          STATION RECOVERY (1934)
 KV5344
 KV5344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5344'THE STATION WAS RECOVERED AND RE-MARKED BY CEMENTING A
 KV5344'STANDARD TRIANGULATION DISK IN A HOLE DRILLED IN THE CENTER OF
 KV5344'THE RECTANGLE AND IS LOCATED ON S SIDEWALK AT E END OF DRAW ON
 KV5344'HIGHWAY BRIDGE OVER S RIVER BETWEEN S RIVER AND SAYREVILLE,
 KV5344'1.5 METERS E OF E END OF DRAW, 1.0 METER N OF S SIDE OF BRIDGE.
 KV5344'
 KV5344'REFERENCE MARK NO.1 IS N OF STATION IN N SIDEWALK.
 KV5344'
 KV5344'REFERENCE MARK NO.2 IS E OF STATION IN THE CURB 20 METERS E
 KV5344'OF E END OF BRIDGE.
 KV5344'
 KV5344'BOTH REFERENCE MARKS ARE WEDGED AND CEMENTED IN HOLES DRILLED
 KV5344'IN CEMENT SIDEWALK.
 KV5344
 KV5344                          STATION RECOVERY (1953)
 KV5344
 KV5344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JB)
 KV5344'STATION AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 KV5344'UNDER DATE OF 14 MAY 1953.  THE DESCRIPTION IS ADEQUATE.
 KV5344'
 KV5344'UNDER DATE OF 21 JULY 1953 THE NEW JERSEY BELL TELEPHONE COMPANY
 KV5344'MOVED REFERENCE MARK 2 DURING THE CONSTRUCTION OF AN
 KV5344'UNDERGROUND CONDUIT.  MARK WAS RETURNED TO THE EASTERN DISTRICT
 KV5344'HEADQUARTERS.
 KV5344'
 KV5344'A NEW REFERENCE MARK WILL BE ESTABLISHED THIS FALL.
 KV5344
 KV5344                          STATION RECOVERY (1953)
 KV5344
 KV5344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JB)
 KV5344'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.  ON
 KV5344'MAY 14, 1953, THE STATION WAS VISITED AND ALL MARKS WERE RECOVERED,
 KV5344'AND THE DISTANCES TO THE REFERENCE MARKS CHECKED.  THIS WAS DONE
 KV5344'AT THE REQUEST OF THE NEW JERSEY BELL TELEPHONE COMPANY WHO
 KV5344'WERE LAYING A NEW CONDUIT NEAR REFERENCE MARK 2.  ON THE
 KV5344'ORIGINAL PLANS FOR THE CONDUIT, THE REFERENCE MARK WOULD NOT
 KV5344'HAVE BEEN DISTURBED.  HOWEVER, DUE TO A CHANGE IN THE PLANS,
 KV5344'THE MARK WAS LOOSENED, AND THEY WERE GIVEN PERMISSION TO
 KV5344'REMOVE THE MARK.  THE DISK HAS BEEN RETURNED TO THE EASTERN
 KV5344'DISTRICT HEADQUARTERS.  A TIDAL BENCH MARK (NO. 3 1934) ON
 KV5344'THE OPPOSITE END OF THE BRIDGE FROM REFERENCE MARK 1 WAS USED
 KV5344'AS REFERENCE MARK 3.  THE DESCRIPTION IS ADEQUATE WITH THE
 KV5344'FOLLOWING ADDED INFORMATION--
 KV5344'
 KV5344'TIDAL BENCH MARK 3 1934 IS USED AS REFERENCE MARK 3 AND IS IN
 KV5344'THE SW BRIDGE APPROACH.  IT IS 39.838 M. (130.69 FT.) SW OF THE
 KV5344'STATION, 18 FT. S OF THE CENTERLINE OF THE HIGHWAY, AND IN A
 KV5344'RAISED CURBING UNDER THE GUARDRAILING.  IT IS A STANDARD
 KV5344'BENCH MARK DISK, STAMPED NO 3 1934 AND SET FLUSH WITH THE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5382 ***********************************************************************
 KV5382  DESIGNATION -  POINT 5 USE 1934
 KV5382  PID         -  KV5382
 KV5382  STATE/COUNTY-  NJ/MIDDLESEX
 KV5382  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5382
 KV5382                         *CURRENT SURVEY CONTROL
 KV5382  ___________________________________________________________________
 KV5382* NAD 83(1996)-  40 26 53.63543(N)    074 22 13.62315(W)     ADJUSTED  
 KV5382* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5382  ___________________________________________________________________
 KV5382  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 KV5382  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KV5382
 KV5382  HORZ ORDER  -  SECOND
 KV5382
 KV5382.The horizontal coordinates were established by classical geodetic methods
 KV5382.and adjusted by the National Geodetic Survey in September 1999..
 KV5382
 KV5382.The orthometric height was scaled from a topographic map.
 KV5382
 KV5382.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5382
 KV5382.The geoid height was determined by GEOID03.
 KV5382
 KV5382;                    North         East     Units Scale Factor Converg.
 KV5382;SPC NJ       -   179,288.706   160,988.929   MT  0.99990149   +0 05 02.6
 KV5382;SPC NJ       -   588,216.36    528,177.84   sFT  0.99990149   +0 05 02.6
 KV5382;UTM  18      - 4,477,698.805   553,385.280   MT  0.99963508   +0 24 30.4
 KV5382
 KV5382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5382!SPC NJ       -   1.00000486  x   0.99990149  =   0.99990635
 KV5382!UTM  18      -   1.00000486  x   0.99963508  =   0.99963994
 KV5382
 KV5382                          SUPERSEDED SURVEY CONTROL
 KV5382
 KV5382  NAD 83(1996)-  40 26 53.63462(N)    074 22 13.62437(W) AD(       ) 2
 KV5382  NAD 83(1986)-  40 26 53.63559(N)    074 22 13.62413(W) AD(       ) 2
 KV5382  NAD 27      -  40 26 53.26000(N)    074 22 15.09000(W) AD(       ) 2
 KV5382
 KV5382.Superseded values are not recommended for survey control.
 KV5382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5382.See file dsdata.txt to determine how the superseded data were derived.
 KV5382
 KV5382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5338577699(NAD 83)
 KV5382_MARKER: Z = SEE DESCRIPTION
 KV5382_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV5382_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5382
 KV5382  HISTORY     - Date     Condition        Report By
 KV5382  HISTORY     - 1934     MONUMENTED       USE
 KV5382  HISTORY     - 1928     SEE DESCRIPTION  CGS
 KV5382
 KV5382                          STATION DESCRIPTION
 KV5382
 KV5382'DESCRIBED BY US ENGINEERS 1934 (ERM)
 KV5382'THIS STATION AS ESTABLISHED BY U.S.E. IN 1928 WAS A COPPER TACK
 KV5382'IN THE CENTER OF A 2- BY 4-INCH STAKE DRIVEN FLUSH WITH THE GROUND.
 KV5382
 KV5382                          STATION RECOVERY (1928)
 KV5382
 KV5382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928
 KV5382'THIS WAS RECOVERED AND THE EXACT CENTER RE-MARKED BY A STANDARD
 KV5382'DISK SET IN THE TOP OF A TILE LOCATED IN S RIVER ON RARITAN
 KV5382'RIVER RAILROAD COMPANY PROPERTY 10 METERS W OF W END OF BRIDGE
 KV5382'OVER S RIVER, 3 METERS S OF S RAIL IN THE CINDER-FILLED BRIDGE
 KV5382'APPROACH.
 KV5382'
 KV5382'A DIRECT TIE WAS MADE TO THIS STATION FROM STATION RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5115 ***********************************************************************
 KV5115  DESIGNATION -  POINT COMFORT AMUSE PARK MAST
 KV5115  PID         -  KV5115
 KV5115  STATE/COUNTY-  NJ/MONMOUTH
 KV5115  USGS QUAD   -  KEYPORT (1977)
 KV5115
 KV5115                         *CURRENT SURVEY CONTROL
 KV5115  ___________________________________________________________________
 KV5115* NAD 83(1996)-  40 27 20.93020(N)    074 08 09.68335(W)     ADJUSTED  
 KV5115* NAVD 88     -                                                        
 KV5115  ___________________________________________________________________
 KV5115  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 KV5115  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KV5115
 KV5115  HORZ ORDER  -  THIRD
 KV5115
 KV5115.The horizontal coordinates were established by classical geodetic methods
 KV5115.and adjusted by the National Geodetic Survey in September 1999..
 KV5115
 KV5115
 KV5115.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5115
 KV5115.The geoid height was determined by GEOID03.
 KV5115
 KV5115;                    North         East     Units Scale Factor Converg.
 KV5115;SPC NJ       -   180,186.103   180,870.683   MT  0.99991173   +0 14 10.2
 KV5115;SPC NJ       -   591,160.57    593,406.57   sFT  0.99991173   +0 14 10.2
 KV5115;UTM  18      - 4,478,708.504   573,256.545   MT  0.99966606   +0 33 38.3
 KV5115
 KV5115                          SUPERSEDED SURVEY CONTROL
 KV5115
 KV5115  NAD 83(1996)-  40 27 20.93003(N)    074 08 09.68267(W) AD(       ) 4
 KV5115  NAD 83(1986)-  40 27 20.93022(N)    074 08 09.67941(W) AD(       ) 4
 KV5115  NAD 27      -  40 27 20.54200(N)    074 08 11.16500(W) AD(       ) 3
 KV5115
 KV5115.Superseded values are not recommended for survey control.
 KV5115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5115.See file dsdata.txt to determine how the superseded data were derived.
 KV5115
 KV5115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7325778709(NAD 83)
 KV5115_MARKER: 56 = SKELETON TOWER
 KV5115
 KV5115  HISTORY     - Date     Condition        Report By
 KV5115  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV5115  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 KV5115
 KV5115                          STATION DESCRIPTION
 KV5115
 KV5115'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5115'THE EASTERLY, AND MORE PROMINENT, OF TWO WHITE SKELETON MASTS
 KV5115'OF CIRCULAR SWINGS, IN THE POINT COMFORT AMUSEMENT PARK.  IT IS
 KV5115'A 4-SIDED LATTICE STRUCTURE OF ANGLE-IRON.
 KV5115'
 KV5115'THE STATION IS THE MAST-APEX, APPROXIMATELY 75 FEET ABOVE GROUND.
 KV5115
 KV5115                          STATION RECOVERY (1983)
 KV5115
 KV5115'RECOVERY NOTE BY US POWER SQUADRON 1983 (PJM)
 KV5115'MAST IS LONG GONE TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5283 ***********************************************************************
 KV5283  DESIGNATION -  POINT PLEASANT E TELEPHON POLE
 KV5283  PID         -  KV5283
 KV5283  STATE/COUNTY-  NJ/OCEAN
 KV5283  USGS QUAD   -  POINT PLEASANT (1989)
 KV5283
 KV5283                         *CURRENT SURVEY CONTROL
 KV5283  ___________________________________________________________________
 KV5283* NAD 83(1996)-  40 05 01.60154(N)    074 03 58.92403(W)     ADJUSTED  
 KV5283* NAVD 88     -                                                        
 KV5283  ___________________________________________________________________
 KV5283  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 KV5283  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV5283
 KV5283  HORZ ORDER  -  THIRD
 KV5283
 KV5283.The horizontal coordinates were established by classical geodetic methods
 KV5283.and adjusted by the National Geodetic Survey in September 1999..
 KV5283
 KV5283
 KV5283.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5283
 KV5283.The geoid height was determined by GEOID03.
 KV5283
 KV5283;                    North         East     Units Scale Factor Converg.
 KV5283;SPC NJ       -   138,905.937   186,980.596   MT  0.99991683   +0 16 45.2
 KV5283;SPC NJ       -   455,727.23    613,452.17   sFT  0.99991683   +0 16 45.2
 KV5283;UTM  18      - 4,437,473.455   579,597.694   MT  0.99967799   +0 36 04.3
 KV5283
 KV5283                          SUPERSEDED SURVEY CONTROL
 KV5283
 KV5283  NAD 83(1986)-  40 05 01.59457(N)    074 03 58.91650(W) AD(       ) 4
 KV5283  NAD 27      -  40 05 01.18100(N)    074 04 00.42000(W) AD(       ) 3
 KV5283
 KV5283.Superseded values are not recommended for survey control.
 KV5283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5283.See file dsdata.txt to determine how the superseded data were derived.
 KV5283
 KV5283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7959837473(NAD 83)
 KV5283_MARKER: 61 = POLE
 KV5283
 KV5283  HISTORY     - Date     Condition        Report By
 KV5283  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5283  HISTORY     - 1951     GOOD             CGS
 KV5283  HISTORY     - 1962     GOOD             CGS
 KV5283  HISTORY     - 1984     GOOD             USPSQD
 KV5283  HISTORY     - 19950824 GOOD             USPSQD
 KV5283
 KV5283                          STATION DESCRIPTION
 KV5283
 KV5283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5283'THE STATIONS ARE THE RESPECTIVE CENTERS OF THE TOPS OF THE TWO
 KV5283'TALL TELEPHONE POLES ON THE HIGHWAY BRIDGE OVER THE
 KV5283'BAYHEAD-MANASQUAN CANAL IN WEST POINT PLEASANT.
 KV5283
 KV5283                          STATION RECOVERY (1951)
 KV5283
 KV5283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV5283'THE STATIONS WERE RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 KV5283'DESCRIPTION IS ADEQUATE AND CORRECT WITH THE FOLLOWING
 KV5283'EXCEPTION--THE STATIONS ARE IN OCEAN COUNTY AND NOT IN MONMOUTH
 KV5283'COUNTY AS STATED IN THE PUBLISHED DESCRIPTION.
 KV5283
 KV5283                          STATION RECOVERY (1962)
 KV5283
 KV5283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5283'THERE ARE TWO TALL POLES HERE, BEARING WIRES THAT SPAN THE
 KV5283'WATER.  THE JCP AND L CO. WAS NOT INTERVIEWED AS TO WHETHER THESE
 KV5283'ARE THE SAME POLES THAT STOOD HERE IN 1934.
 KV5283
 KV5283                          STATION RECOVERY (1984)
 KV5283
 KV5283'RECOVERY NOTE BY US POWER SQUADRON 1984 (AWT)
 KV5283'STATION FOUND GOOD.
 KV5283'
 KV5283'RECOVERED AS DESCRIBED IN 1962.  THESE 2 POLES ARE LOCATED AT THE
 KV5283'RTE 88 BRIDGE SPANNING THE BAY HEAD-MANASQUAN CANAL.  A NEW BRIDGE
 KV5283'IS CURRENTLY UNDER CONSTRUCTION AND IS SCHEDULED FOR COMPLETION IN
 KV5283'1985.  THE NEW BRIDGE IS ABOUT 150 FT EAST OF THE CURRENT
 KV5283'BRIDGE.  WILL RECHECK STATIONS AFTER OPENING AND REMOVAL OF OLD
 KV5283'BRIDGE.
 KV5283
 KV5283                          STATION RECOVERY (1995)
 KV5283
 KV5283'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5278 ***********************************************************************
 KV5278  DESIGNATION -  POINT PLEASANT MUNICIPAL TANK
 KV5278  PID         -  KV5278
 KV5278  STATE/COUNTY-  NJ/OCEAN
 KV5278  USGS QUAD   -  POINT PLEASANT (1989)
 KV5278
 KV5278                         *CURRENT SURVEY CONTROL
 KV5278  ___________________________________________________________________
 KV5278* NAD 83(1996)-  40 05 10.17517(N)    074 02 48.47786(W)     ADJUSTED  
 KV5278* NAVD 88     -                                                        
 KV5278  ___________________________________________________________________
 KV5278  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 KV5278  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV5278
 KV5278  HORZ ORDER  -  THIRD
 KV5278
 KV5278.The horizontal coordinates were established by classical geodetic methods
 KV5278.and adjusted by the National Geodetic Survey in September 1999..
 KV5278
 KV5278
 KV5278.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5278
 KV5278.The geoid height was determined by GEOID03.
 KV5278
 KV5278;                    North         East     Units Scale Factor Converg.
 KV5278;SPC NJ       -   139,178.668   188,648.067   MT  0.99991838   +0 17 30.6
 KV5278;SPC NJ       -   456,622.01    618,922.87   sFT  0.99991838   +0 17 30.6
 KV5278;UTM  18      - 4,437,755.485   581,263.209   MT  0.99968129   +0 36 49.8
 KV5278
 KV5278                          SUPERSEDED SURVEY CONTROL
 KV5278
 KV5278  NAD 83(1986)-  40 05 10.17019(N)    074 02 48.47292(W) AD(       ) 4
 KV5278  NAD 27      -  40 05 09.76000(N)    074 02 49.97900(W) AD(       ) 3
 KV5278
 KV5278.Superseded values are not recommended for survey control.
 KV5278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5278.See file dsdata.txt to determine how the superseded data were derived.
 KV5278
 KV5278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8126337755(NAD 83)
 KV5278_MARKER: 51 = TANK
 KV5278_SETTING: 0 = UNSPECIFIED SETTING
 KV5278
 KV5278  HISTORY     - Date     Condition        Report By
 KV5278  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5278  HISTORY     - 1951     GOOD             CGS
 KV5278  HISTORY     - 1962     GOOD             CGS
 KV5278  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV5278  HISTORY     - 19950824 MARK NOT FOUND   USPSQD
 KV5278
 KV5278                          STATION DESCRIPTION
 KV5278
 KV5278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5278'STATION IS THE BALL APEX ON THE BLACK METAL WATER TANK OF THE
 KV5278'POINT PLEASANT WATER WORKS LOCATED AT THE CORNER OF ATLANTIC AND
 KV5278'CINCINNATI AVENUES IN POINT PLEASANT.
 KV5278
 KV5278                          STATION RECOVERY (1951)
 KV5278
 KV5278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV5278'STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 KV5278'DESCRIPTION IS ADEQUATE AND CORRECT WITH THE FOLLOWING
 KV5278'ADDITION--THE TANK IS ABOUT 130.0 FEET HIGH.
 KV5278
 KV5278                          STATION RECOVERY (1962)
 KV5278
 KV5278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV5278'THE STATION WAS RECOVERED IN GOOD CONDITION.
 KV5278
 KV5278                          STATION RECOVERY (1984)
 KV5278
 KV5278'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5278'STATION FOUND LOST.
 KV5278'
 KV5278'THERE NO LONGER IS A TANK AT THE PUBLISHED LOCATION.  THERE IS A TANK
 KV5278'ABOUT 2 BLOCKS AWAY BETWEEN NEW JERSEY AVE AND PHILADELPHIA AVE -
 KV5278'WEST OF NEW JERSEY TRANSIT RAILROAD TRACKS.
 KV5278
 KV5278                          STATION RECOVERY (1995)
 KV5278
 KV5278'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5284 ***********************************************************************
 KV5284  DESIGNATION -  POINT PLEASANT NEW EAST TANK
 KV5284  PID         -  KV5284
 KV5284  STATE/COUNTY-  NJ/OCEAN
 KV5284  USGS QUAD   -  POINT PLEASANT (1989)
 KV5284
 KV5284                         *CURRENT SURVEY CONTROL
 KV5284  ___________________________________________________________________
 KV5284* NAD 83(1996)-  40 04 58.96317(N)    074 03 55.31280(W)     ADJUSTED  
 KV5284* NAVD 88     -                                                        
 KV5284  ___________________________________________________________________
 KV5284  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 KV5284  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV5284
 KV5284  HORZ ORDER  -  THIRD
 KV5284
 KV5284.The horizontal coordinates were established by classical geodetic methods
 KV5284.and adjusted by the National Geodetic Survey in September 1999..
 KV5284
 KV5284
 KV5284.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5284
 KV5284.The geoid height was determined by GEOID03.
 KV5284
 KV5284;                    North         East     Units Scale Factor Converg.
 KV5284;SPC NJ       -   138,824.986   187,066.541   MT  0.99991691   +0 16 47.5
 KV5284;SPC NJ       -   455,461.64    613,734.14   sFT  0.99991691   +0 16 47.5
 KV5284;UTM  18      - 4,437,393.007   579,684.072   MT  0.99967816   +0 36 06.6
 KV5284
 KV5284                          SUPERSEDED SURVEY CONTROL
 KV5284
 KV5284  NAD 83(1986)-  40 04 58.95859(N)    074 03 55.30869(W) AD(       ) 4
 KV5284  NAD 27      -  40 04 58.54600(N)    074 03 56.81600(W) AD(       ) 3
 KV5284
 KV5284.Superseded values are not recommended for survey control.
 KV5284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5284.See file dsdata.txt to determine how the superseded data were derived.
 KV5284
 KV5284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7968437393(NAD 83)
 KV5284_MARKER: 51 = TANK
 KV5284
 KV5284  HISTORY     - Date     Condition        Report By
 KV5284  HISTORY     - 1962     FIRST OBSERVED   CGS
 KV5284
 KV5284                          STATION DESCRIPTION
 KV5284
 KV5284'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5287 ***********************************************************************
 KV5287  DESIGNATION -  POINT PLEASANT NEW WEST TANK
 KV5287  PID         -  KV5287
 KV5287  STATE/COUNTY-  NJ/OCEAN
 KV5287  USGS QUAD   -  POINT PLEASANT (1989)
 KV5287
 KV5287                         *CURRENT SURVEY CONTROL
 KV5287  ___________________________________________________________________
 KV5287* NAD 83(1996)-  40 04 53.32103(N)    074 04 12.49623(W)     ADJUSTED  
 KV5287* NAVD 88     -                                                        
 KV5287  ___________________________________________________________________
 KV5287  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 KV5287  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV5287
 KV5287  HORZ ORDER  -  THIRD
 KV5287
 KV5287.The horizontal coordinates were established by classical geodetic methods
 KV5287.and adjusted by the National Geodetic Survey in September 1999..
 KV5287
 KV5287
 KV5287.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5287
 KV5287.The geoid height was determined by GEOID03.
 KV5287
 KV5287;                    North         East     Units Scale Factor Converg.
 KV5287;SPC NJ       -   138,649.002   186,660.315   MT  0.99991654   +0 16 36.4
 KV5287;SPC NJ       -   454,884.27    612,401.38   sFT  0.99991654   +0 16 36.4
 KV5287;UTM  18      - 4,437,214.786   579,278.938   MT  0.99967737   +0 35 55.5
 KV5287
 KV5287                          SUPERSEDED SURVEY CONTROL
 KV5287
 KV5287  NAD 83(1986)-  40 04 53.31658(N)    074 04 12.49301(W) AD(       ) 4
 KV5287  NAD 27      -  40 04 52.90300(N)    074 04 13.99800(W) AD(       ) 3
 KV5287
 KV5287.Superseded values are not recommended for survey control.
 KV5287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5287.See file dsdata.txt to determine how the superseded data were derived.
 KV5287
 KV5287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7927937215(NAD 83)
 KV5287_MARKER: 53 = ELEVATED TANK
 KV5287_SETTING: 0 = UNSPECIFIED SETTING
 KV5287
 KV5287  HISTORY     - Date     Condition        Report By
 KV5287  HISTORY     - 1962     FIRST OBSERVED   CGS
 KV5287  HISTORY     - 1984     GOOD             USPSQD
 KV5287
 KV5287                          STATION DESCRIPTION
 KV5287
 KV5287'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV5287'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  THE TANK IS
 KV5287'135 FEET HIGH OVERALL, AND IS SET UP ON 7 LEGS.  IT IS PAINTED
 KV5287'SILVER WITH THE LEGEND POINT PLEASANT ON THE EAST AND WEST SIDES
 KV5287'IN BLACK LETTERS.
 KV5287'
 KV5287'TO REACH THE STATION FROM THE JUNCTION OF N.J. HIGHWAYS 35 AND
 KV5287'88, GO WEST ON ROUTE 88 FOR 0.9 MILE TO A GRAVEL SIDE ROAD ON THE
 KV5287'LEFT.  TURN LEFT AND GO SOUTH ON MEMORIAL DRIVE FOR 0.05 MILE
 KV5287'TO THE TANK.
 KV5287
 KV5287                          STATION RECOVERY (1984)
 KV5287
 KV5287'RECOVERY NOTE BY US POWER SQUADRON 1984 (AWT)
 KV5287'STATION FOUND GOOD.
 KV5287'
 KV5287'RECOVERED AS DESCRIBED IN 1962.  REVISED DIRECTIONS FROM JUNCTION OF
 KV5287'RTES 88 AND 35 GO WEST FOR .95 MILE TO MEMORIAL DRIVE ON LEFT (JUST
 KV5287'PAST A TRAFFIC LIGHT) TURN LEFT TO TANK AND POINT PLEASANT FIRE CO
 KV5287'NO. 1, TANK IS ABOUT 300 FT EAST OF NEW RT 88 BRIDGE SCHEDULED TO
 KV5287'OPEN IN 1985 AND ABOUT 200 FT NORTH OF BAYHEAD - MANASQUAN CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5277 ***********************************************************************
 KV5277  DESIGNATION -  POINT PLEASANT NJ POWER MAST
 KV5277  PID         -  KV5277
 KV5277  STATE/COUNTY-  NJ/OCEAN
 KV5277  USGS QUAD   -  POINT PLEASANT (1989)
 KV5277
 KV5277                         *CURRENT SURVEY CONTROL
 KV5277  ___________________________________________________________________
 KV5277* NAD 83(1996)-  40 05 15.27924(N)    074 02 48.49391(W)     ADJUSTED  
 KV5277* NAVD 88     -                                                        
 KV5277  ___________________________________________________________________
 KV5277  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 KV5277  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV5277
 KV5277  HORZ ORDER  -  THIRD
 KV5277
 KV5277.The horizontal coordinates were established by classical geodetic methods
 KV5277.and adjusted by the National Geodetic Survey in September 1999..
 KV5277
 KV5277
 KV5277.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5277
 KV5277.The geoid height was determined by GEOID03.
 KV5277
 KV5277;                    North         East     Units Scale Factor Converg.
 KV5277;SPC NJ       -   139,336.078   188,646.885   MT  0.99991838   +0 17 30.6
 KV5277;SPC NJ       -   457,138.45    618,918.99   sFT  0.99991838   +0 17 30.6
 KV5277;UTM  18      - 4,437,912.849   581,261.143   MT  0.99968129   +0 36 49.9
 KV5277
 KV5277                          SUPERSEDED SURVEY CONTROL
 KV5277
 KV5277  NAD 83(1986)-  40 05 15.27516(N)    074 02 48.48943(W) AD(       ) 4
 KV5277  NAD 27      -  40 05 14.86000(N)    074 02 49.99500(W) AD(       ) 3
 KV5277
 KV5277.Superseded values are not recommended for survey control.
 KV5277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5277.See file dsdata.txt to determine how the superseded data were derived.
 KV5277
 KV5277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8126137913(NAD 83)
 KV5277_MARKER: 42 = RADIO/TV MAST
 KV5277
 KV5277  HISTORY     - Date     Condition        Report By
 KV5277  HISTORY     - 1962     FIRST OBSERVED   CGS
 KV5277  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV5277
 KV5277                          STATION DESCRIPTION
 KV5277
 KV5277'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV5277'THE STATION IS THE CENTER OF THE TOP OF A UNIFORM STEEL MAST
 KV5277'PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL ORANGE AND
 KV5277'WHITE, AND IS SUPPORTED BY GUY WIRES.  THE OVERALL HEIGHT IS
 KV5277'APPROXIMATELY 150 FEET.  TO REACH FROM THE JUNCTION OF
 KV5277'N.J. HIGHWAYS 35 AND 88 IN POINT PLEASANT, GO NORTHERLY ON
 KV5277'HIGHWAY 35 FOR 0.9 MILE TO A T-STREET.  TURN RIGHT AND GO EAST
 KV5277'ON PHILADELPHIA AVENUE FOR 0.05 MILE TO ANOTHER T-STREET.  TURN
 KV5277'LEFT AND GO NORTH ON CINCINNATI AVENUE (ON WEST SIDE OF A
 KV5277'RAILROAD TRACK) FOR 0.1 MILE TO A JUNCTION WITH NEW JERSEY
 KV5277'AVENUE.  TURN RIGHT AND GO EAST ON NEW JERSEY AVENUE FOR
 KV5277'0.05 MILE TO THE STATION ON THE LEFT.
 KV5277
 KV5277                          STATION RECOVERY (1984)
 KV5277
 KV5277'RECOVERY NOTE BY US POWER SQUADRON 1984 (AWT)
 KV5277'STATION FOUND DESTROYED.
 KV5277'
 KV5277'THIS STATION NO LONGER EXISTS AT THE LOCATION DESCRIBED AT THIS
 KV5277'LOCATION, POSSIBLY IN THE SAME LOCATION, BUT NOT DEFINITELY, A VERY
 KV5277'HIGH WOODEN POLE HAS BEEN PLACED WITH ANTENNA STRUCTURES AFFIXED.
 KV5277'STATION SHOULD PROBABLY BE CONSIDERED LOST.  NEW DIRECTIONS -
 KV5277'FROM JCT. RTE 88 AND 35 NORTH .9 MILE ON RTE 35 (DUAL HWY) WHICH
 KV5277'IS NAMED CINCINNATI AVENUE NORTHBOUND.  RIGHT ACROSS RAILROAD
 KV5277'TRACKS AT NEW JERSEY AVE.  OLD STATION ON LEFT ABOUT 150 FEET EAST
 KV5277'OF RR TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5279 ***********************************************************************
 KV5279  DESIGNATION -  POINT PLEASANT STANDPIPE
 KV5279  PID         -  KV5279
 KV5279  STATE/COUNTY-  NJ/OCEAN
 KV5279  USGS QUAD   -  POINT PLEASANT (1989)
 KV5279
 KV5279                         *CURRENT SURVEY CONTROL
 KV5279  ___________________________________________________________________
 KV5279* NAD 83(1996)-  40 05 15.87209(N)    074 02 47.82331(W)     ADJUSTED  
 KV5279* NAVD 88     -                                                        
 KV5279  ___________________________________________________________________
 KV5279  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 KV5279  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV5279
 KV5279  HORZ ORDER  -  THIRD
 KV5279
 KV5279.The horizontal coordinates were established by classical geodetic methods
 KV5279.and adjusted by the National Geodetic Survey in September 1999..
 KV5279
 KV5279
 KV5279.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5279
 KV5279.The geoid height was determined by GEOID03.
 KV5279
 KV5279;                    North         East     Units Scale Factor Converg.
 KV5279;SPC NJ       -   139,354.443   188,662.677   MT  0.99991840   +0 17 31.1
 KV5279;SPC NJ       -   457,198.70    618,970.80   sFT  0.99991840   +0 17 31.1
 KV5279;UTM  18      - 4,437,931.298   581,276.828   MT  0.99968132   +0 36 50.3
 KV5279
 KV5279                          SUPERSEDED SURVEY CONTROL
 KV5279
 KV5279  NAD 83(1986)-  40 05 15.86728(N)    074 02 47.81823(W) AD(       ) 4
 KV5279  NAD 27      -  40 05 15.45400(N)    074 02 49.32500(W) AD(       ) 3
 KV5279
 KV5279.Superseded values are not recommended for survey control.
 KV5279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5279.See file dsdata.txt to determine how the superseded data were derived.
 KV5279
 KV5279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8127737931(NAD 83)
 KV5279_MARKER: 52 = STANDPIPE TANK
 KV5279
 KV5279  HISTORY     - Date     Condition        Report By
 KV5279  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5279  HISTORY     - 1951     GOOD             CGS
 KV5279  HISTORY     - 1962     GOOD             CGS
 KV5279  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV5279
 KV5279                          STATION DESCRIPTION
 KV5279
 KV5279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5279'STATION IS THE CENTER OF THE TOP OF THE BLACK METAL STANDPIPE
 KV5279'(100 FEET) OF THE POINT PLEASANT WATER WORKS LOCATED ON THE
 KV5279'CORNER OF CINCINNATI AND ATLANTIC AVENUES IN POINT PLEASANT.
 KV5279
 KV5279                          STATION RECOVERY (1951)
 KV5279
 KV5279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV5279'STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 KV5279'DESCRIPTION IS ADEQUATE AND CORRECT WITH THE FOLLOWING
 KV5279'EXCEPTION--THE STANDPIPE IS ABOUT 130.0 FEET HIGH.
 KV5279
 KV5279                          STATION RECOVERY (1962)
 KV5279
 KV5279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5279'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV5279
 KV5279                          STATION RECOVERY (1984)
 KV5279
 KV5279'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5279'STATION FOUND LOST.
 KV5279'
 KV5279'THE STANDPIPE NO LONGER EXISTS AT THE PUBLISHED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5282 ***********************************************************************
 KV5282  DESIGNATION -  POINT PLEASANT W TELEPHON POLE
 KV5282  PID         -  KV5282
 KV5282  STATE/COUNTY-  NJ/OCEAN
 KV5282  USGS QUAD   -  POINT PLEASANT (1989)
 KV5282
 KV5282                         *CURRENT SURVEY CONTROL
 KV5282  ___________________________________________________________________
 KV5282* NAD 83(1996)-  40 05 01.02390(N)    074 04 01.73153(W)     ADJUSTED  
 KV5282* NAVD 88     -                                                        
 KV5282  ___________________________________________________________________
 KV5282  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 KV5282  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV5282
 KV5282  HORZ ORDER  -  THIRD
 KV5282
 KV5282.The horizontal coordinates were established by classical geodetic methods
 KV5282.and adjusted by the National Geodetic Survey in September 1999..
 KV5282
 KV5282
 KV5282.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5282
 KV5282.The geoid height was determined by GEOID03.
 KV5282
 KV5282;                    North         East     Units Scale Factor Converg.
 KV5282;SPC NJ       -   138,887.799   186,914.175   MT  0.99991677   +0 16 43.4
 KV5282;SPC NJ       -   455,667.72    613,234.26   sFT  0.99991677   +0 16 43.4
 KV5282;UTM  18      - 4,437,454.947   579,531.392   MT  0.99967786   +0 36 02.5
 KV5282
 KV5282                          SUPERSEDED SURVEY CONTROL
 KV5282
 KV5282  NAD 83(1986)-  40 05 01.01709(N)    074 04 01.72404(W) AD(       ) 4
 KV5282  NAD 27      -  40 05 00.60300(N)    074 04 03.22800(W) AD(       ) 3
 KV5282
 KV5282.Superseded values are not recommended for survey control.
 KV5282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5282.See file dsdata.txt to determine how the superseded data were derived.
 KV5282
 KV5282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7953137455(NAD 83)
 KV5282_MARKER: 61 = POLE
 KV5282
 KV5282  HISTORY     - Date     Condition        Report By
 KV5282  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5282  HISTORY     - 1951     GOOD             CGS
 KV5282  HISTORY     - 1962     GOOD             CGS
 KV5282  HISTORY     - 1984     GOOD             USPSQD
 KV5282
 KV5282                          STATION DESCRIPTION
 KV5282
 KV5282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5282'THE STATIONS ARE THE RESPECTIVE CENTERS OF THE TOPS OF THE TWO
 KV5282'TALL TELEPHONE POLES ON THE HIGHWAY BRIDGE OVER THE
 KV5282'BAYHEAD-MANASQUAN CANAL IN WEST POINT PLEASANT.
 KV5282
 KV5282                          STATION RECOVERY (1951)
 KV5282
 KV5282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV5282'THE STATIONS WERE RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 KV5282'DESCRIPTION IS ADEQUATE AND CORRECT WITH THE FOLLOWING
 KV5282'EXCEPTION--THE STATIONS ARE IN OCEAN COUNTY AND NOT IN MONMOUTH
 KV5282'COUNTY AS STATED IN THE PUBLISHED DESCRIPTION.
 KV5282
 KV5282                          STATION RECOVERY (1962)
 KV5282
 KV5282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5282'THERE ARE TWO TALL POLES HERE, BEARING WIRES THAT SPAN THE
 KV5282'WATER.  THE JCP AND L CO. WAS NOT INTERVIEWED AS TO WHETHER THESE
 KV5282'ARE THE SAME POLES THAT STOOD HERE IN 1954.
 KV5282
 KV5282                          STATION RECOVERY (1984)
 KV5282
 KV5282'RECOVERY NOTE BY US POWER SQUADRON 1984 (AWT)
 KV5282'STATION FOUND GOOD.
 KV5282'
 KV5282'RECOVERED AS DESCRIBED IN 1962.  THESE 2 POLES ARE LOCATED AT THE
 KV5282'RTE 88 BRIDGE SPANNING THE BAYHEAD MANASQUAN CANAL.  A NEW BRIDGE
 KV5282'IS CURRENTLY UNDER CONSTRUCTION AND IS SCHEDULED FOR COMPLETION IN
 KV5282'1985, THE NEW BRIDGE IS ABOUT 150 EAST OF THE CURRENT BRIDGE, WILL
 KV5282'RECHECK AFTER OLD BRIDGE IS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2705 ***********************************************************************
 JU2705  DESIGNATION -  POLE
 JU2705  PID         -  JU2705
 JU2705  STATE/COUNTY-  NJ/OCEAN
 JU2705  USGS QUAD   -  TUCKERTON (1995)
 JU2705
 JU2705                         *CURRENT SURVEY CONTROL
 JU2705  ___________________________________________________________________
 JU2705* NAD 83(1996)-  39 32 43.61091(N)    074 17 46.62734(W)     ADJUSTED  
 JU2705* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2705  ___________________________________________________________________
 JU2705  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 JU2705  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JU2705
 JU2705  HORZ ORDER  -  THIRD
 JU2705
 JU2705.The horizontal coordinates were established by classical geodetic methods
 JU2705.and adjusted by the National Geodetic Survey in September 1999..
 JU2705
 JU2705.The orthometric height was scaled from a topographic map.
 JU2705
 JU2705.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2705
 JU2705.The geoid height was determined by GEOID03.
 JU2705
 JU2705;                    North         East     Units Scale Factor Converg.
 JU2705;SPC NJ       -    79,070.184   167,509.031   MT  0.99990377   +0 07 46.9
 JU2705;SPC NJ       -   259,416.10    549,569.21   sFT  0.99990377   +0 07 46.9
 JU2705;UTM  18      - 4,377,544.741   560,465.558   MT  0.99964501   +0 26 53.0
 JU2705
 JU2705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2705!SPC NJ       -   1.00000520  x   0.99990377  =   0.99990897
 JU2705!UTM  18      -   1.00000520  x   0.99964501  =   0.99965021
 JU2705
 JU2705:                Primary Azimuth Mark                     Grid Az
 JU2705:SPC NJ       -  BONDS                                    119 03 04.6
 JU2705:UTM  18      -  BONDS                                    118 43 58.5
 JU2705
 JU2705|---------------------------------------------------------------------|
 JU2705| PID    Reference Object                     Distance      Geod. Az  |
 JU2705|                                                           dddmmss.s |
 JU2705| JU2719 BONDS                               APPROX. 3.1 KM 1191051.5 |
 JU2705| CB2877 POLE RM 2                            21.748 METERS 12845     |
 JU2705| CB2876 POLE RM 1                            25.015 METERS 30105     |
 JU2705|---------------------------------------------------------------------|
 JU2705
 JU2705                          SUPERSEDED SURVEY CONTROL
 JU2705
 JU2705  NAD 83(1986)-  39 32 43.60362(N)    074 17 46.61903(W) AD(       ) 3
 JU2705  NAD 27      -  39 32 43.18000(N)    074 17 48.10300(W) AD(       ) 3
 JU2705
 JU2705.Superseded values are not recommended for survey control.
 JU2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2705.See file dsdata.txt to determine how the superseded data were derived.
 JU2705
 JU2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6046677545(NAD 83)
 JU2705_MARKER: DS = TRIANGULATION STATION DISK
 JU2705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2705
 JU2705  HISTORY     - Date     Condition        Report By
 JU2705  HISTORY     - 1935     MONUMENTED       CGS
 JU2705  HISTORY     - 1950     GOOD             CGS
 JU2705  HISTORY     - 1962     GOOD             CGS
 JU2705  HISTORY     - 1971     GOOD             NGS
 JU2705
 JU2705                          STATION DESCRIPTION
 JU2705
 JU2705'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2705'STATION IS LOCATED ON S END OF SMALL MARSH ISLAND IN LITTLE
 JU2705'EGG HARBOR BETWEEN STORY ISLAND AND HITHER ISLAND.  STATION CAN
 JU2705'BE REACHED ONLY BY BOAT.  GENERAL LOCALITY OF STATION MAY BE
 JU2705'IDENTIFIED FOR SEVERAL MILES BY LONE BRICK STACK ON STORY
 JU2705'ISLAND.  STATION IS ON POINT OF MARSH ACROSS FIRST CREEK TO E OF
 JU2705'THIS STACK.  DISKS WERE STAMPED POLE 1935 AND REFERENCE MARKS
 JU2705'STAMPED NO.1 AND NO.2 RESPECTIVELY.  ALL MARKS WERE SET ON
 JU2705'2X4 PILES.
 JU2705'
 JU2705'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2705'CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2705'
 JU2705'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 JU2705
 JU2705                          STATION RECOVERY (1950)
 JU2705
 JU2705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2705'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED, IN GOOD
 JU2705'CONDITION.  DISTANCES TO THE REFERENCE MARKS WERE CHECKED AS
 JU2705'BEING CORRECT WITH A STEEL TAPE.  FROM THE STATION TO THE MARSH
 JU2705'LINE ON RANGE WITH TRIANGULATION STATIONS FISH FACTORY TANK
 JU2705'1950, STORY ISLAND STACK 1935, AND AERO BEACON (RCA) 1931 THE
 JU2705'DISTANCES ARE 73.0, 84.0, AND 120.0 FEET, RESPECTIVELY.
 JU2705
 JU2705                          STATION RECOVERY (1962)
 JU2705
 JU2705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2705'RECOVERED IN GOOD CONDITION AS DESCRIBED.  STATION AND RM 2
 JU2705'PROJECT 2 INCHES, RM 1 PROJECTS 1 INCH.  IT IS NOT ON THE POINT
 JU2705'OF THE S EDGE.
 JU2705
 JU2705                          STATION RECOVERY (1971)
 JU2705
 JU2705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU2705'THE TRIANGULATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN
 JU2705'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5084 ***********************************************************************
 KV5084  DESIGNATION -  POLHEMUS 2
 KV5084  PID         -  KV5084
 KV5084  STATE/COUNTY-  NJ/MONMOUTH
 KV5084  USGS QUAD   -  MARLBORO (1981)
 KV5084
 KV5084                         *CURRENT SURVEY CONTROL
 KV5084  ___________________________________________________________________
 KV5084* NAD 83(1996)-  40 19 02.86250(N)    074 08 55.05242(W)     ADJUSTED  
 KV5084* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 KV5084  ___________________________________________________________________
 KV5084  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 KV5084  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV5084
 KV5084  HORZ ORDER  -  THIRD
 KV5084
 KV5084.The horizontal coordinates were established by classical geodetic methods
 KV5084.and adjusted by the National Geodetic Survey in September 1999..
 KV5084
 KV5084.The orthometric height was scaled from a topographic map.
 KV5084
 KV5084.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5084
 KV5084.The geoid height was determined by GEOID03.
 KV5084
 KV5084;                    North         East     Units Scale Factor Converg.
 KV5084;SPC NJ       -   164,820.355   179,862.839   MT  0.99991097   +0 13 38.5
 KV5084;SPC NJ       -   540,748.11    590,100.00   sFT  0.99991097   +0 13 38.5
 KV5084;UTM  18      - 4,463,341.085   572,335.833   MT  0.99966441   +0 33 03.2
 KV5084
 KV5084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5084!SPC NJ       -   1.00000043  x   0.99991097  =   0.99991140
 KV5084!UTM  18      -   1.00000043  x   0.99966441  =   0.99966484
 KV5084
 KV5084|---------------------------------------------------------------------|
 KV5084| PID    Reference Object                     Distance      Geod. Az  |
 KV5084|                                                           dddmmss.s |
 KV5084| CB5455 POLHEMUS 2 RM 3                                    08211     |
 KV5084| KV5044 DEAL J C P AND L STANDPIPE          APPROX.14.3 KM 1195812.4 |
 KV5084| KV5089 LIPPINCOTT 2                        APPROX. 7.1 KM 1645200.6 |
 KV5084| CB5453 POLHEMUS 2 RM 1                                    20540     |
 KV5084| CB5454 POLHEMUS 2 RM 2                                    27954     |
 KV5084|---------------------------------------------------------------------|
 KV5084
 KV5084                          SUPERSEDED SURVEY CONTROL
 KV5084
 KV5084  NAD 83(1986)-  40 19 02.86167(N)    074 08 55.04803(W) AD(       ) 3
 KV5084  NAD 27      -  40 19 02.46500(N)    074 08 56.53600(W) AD(       ) 3
 KV5084
 KV5084.Superseded values are not recommended for survey control.
 KV5084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5084.See file dsdata.txt to determine how the superseded data were derived.
 KV5084
 KV5084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7233663341(NAD 83)
 KV5084_MARKER: S = SPIKE
 KV5084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5084_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5084_MARK LOGO: NONE  
 KV5084_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV5084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5084+STABILITY: SURFACE MOTION
 KV5084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5084+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1993
 KV5084
 KV5084  HISTORY     - Date     Condition        Report By
 KV5084  HISTORY     - 1918     MONUMENTED       CGS
 KV5084  HISTORY     - 1932     GOOD             CGS
 KV5084  HISTORY     - 1934     GOOD             CGS
 KV5084  HISTORY     - 1935     GOOD             NJGS
 KV5084  HISTORY     - 19930804 GOOD             NJGS
 KV5084  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 KV5084  HISTORY     - 20010410 GOOD             INDIV
 KV5084
 KV5084                          STATION DESCRIPTION
 KV5084
 KV5084'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (WMG)
 KV5084'THE STATION IS LOCATED ON THE HIGHEST POINT OF SUGARLOAF HILL
 KV5084'ABOUT FIVE MILE SW OF RED BANK, NEW JERSEY.  IT IS MARKED BY A
 KV5084'CYLINDER OF CONCRETE 8 INCHES IN DIAMETER AND ABOUT 30 INCHES
 KV5084'LONG, SUNK FLUSH WITH THE GROUND.  THE EXACT CENTER OF STATION
 KV5084'IS MARKED BY HEAD OF A GALVANIZED IRON SPIKE EMBEDDED IN
 KV5084'CONCRETE.
 KV5084'
 KV5084'REFERENCE MARK NO.1 IS A 6-INCH CEDAR TREE.
 KV5084'
 KV5084'REFERENCE MARK NO.2 IS AN 8-INCH CEDAR TREE.
 KV5084'
 KV5084'REFERENCE NO.3 IS A BUNCH OF SMALL CEDARS.
 KV5084'
 KV5084'HEIGHT OF SIGNAL ABOVE STATION MARK - 10 METERS.
 KV5084
 KV5084                          STATION RECOVERY (1932)
 KV5084
 KV5084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 KV5084'ON PROPERTY OWNED BY MR. DANIEL MCCORMICK, RED BANK, NEW
 KV5084'JERSEY.  THE STATION WAS RECOVERED.  TWO REFERENCE
 KV5084'MARKS 11A WERE ESTABLISHED.
 KV5084'
 KV5084'REFERENCE MARK NO.1 IS 6.64 METERS N 23 DEG W. FROM
 KV5084'THE STATION.
 KV5084'
 KV5084'REFERENCE MARK NO.2 IS 4.27 METERS S 74 DEG E. FROM
 KV5084'THE STATION.  AN ELEVEN-FOOT WOODEN LIGHT STAND WAS BUILT OVER
 KV5084'THE STATION.
 KV5084'
 KV5084'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 34 AT COLTS
 KV5084'NECK JUNCTION AND COUNTY ROAD FROM FREEHOLD RUN 8 MILES NW ON
 KV5084'ROUTE 34 (STUCCO GARAGE AND FILLING STATION ON THE RIGHT), TURN
 KV5084'RIGHT HERE AND RUN 1.7 MILES E ON A DIRT ROAD PAST A BARN ON
 KV5084'THE RIGHT (WITH THREE VENTILATORS), THEN TURN LEFT AND RUN 0.3 OF
 KV5084'A MILE TO A GATE MADE OF LOGS.  FROM HERE GO E TO THE HIGHEST
 KV5084'POINT OF SUGARLOAF HILL AND THE STATION.
 KV5084
 KV5084                          STATION RECOVERY (1934)
 KV5084
 KV5084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5084'STATION AND REFERENCE MARKS IN
 KV5084'GOOD CONDITION, 1932 DESCRIPTIONS ADEQUATE AND CORRECT.  A
 KV5084'20-FOOT SIGNAL WAS NEEDED TO SEE ALL STATIONS.
 KV5084'
 KV5084'REACHED FROM RED BANK AS FOLLOWS--GO W ON THE RED BANK TO
 KV5084'HOLMDEL ROAD 2 MILES TO LINCROFT, TAKE PHALANX ROAD SW 2 MILES,
 KV5084'SUGARLOAF HILL AND STATION IS 0.5 MILE W OF ROAD.
 KV5084
 KV5084                          STATION RECOVERY (1935)
 KV5084
 KV5084'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1935
 KV5084'FOUND AS PER DESCRIPTIONS.  CONDITION OF STATION - GOOD.
 KV5084
 KV5084                          STATION RECOVERY (1993)
 KV5084
 KV5084'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (RJK)
 KV5084'THE STATION IS LOCATED IN COLTS NECK TOWNSHIP, ON TOP OF A HILL KNOWN
 KV5084'AS SUGARLOAF HILL.  THE STATION IS A SPIKE INBEDDED IN A ROUND
 KV5084'CONCRETE MONUMENT WITH USA INSCRIBED IN THE TOP.  TO REACH THE STATION
 KV5084'FROM THE JUNCTION OF STATE ROUTE 34 AND COUNTY ROAD 537, IN COLTS
 KV5084'NECK, GO 1.8 MI (2.9 KM) EAST NORTHEAST ON COUNTY ROAD 537 TO THE TEE
 KV5084'JUNCTION WITH LAIDS ROAD ON THE LEFT, TURN LEFT AND GO 1.15 MI (1.85
 KV5084'KM) NORTH NORTHWEST ON LAIDS ROAD TO THE JUNCTION WITH PHALANX ROAD,
 KV5084'CONTINUE AHEAD FOR ANOTHER 0.25 MI (0.40 KM) TO FIRESIDE ROAD ON THE
 KV5084'RIGHT, TURN RIGHT AND GO 0.2 MI (0.3 KM) TO THE TEE JUNCTION WITH
 KV5084'SPRUCE LANE, TURN LEFT AND GO 0.15 MI (0.24 KM) NORTH TO THE END OF
 KV5084'THE CUL DE SAC AND HOUSE NUMBER 42 ON THE RIGHT. FROM HERE PACK EAST
 KV5084'UP THE DRIVEWAY AND TO THE TOP OF THE HILL, ABOUT 10 MINUTES, THROUGH
 KV5084'THE WOODS TO THE TOP OF THE HILL AND THE STATION, 8.5 FT (2.6 M) EAST
 KV5084'OF A LONE POWER POLE, 14.0 FT (4.3 M) SOUTHEAST OF REFERENCE MARK
 KV5084'NUMBER 2, WHICH IS 7.7 FT (2.3 M) NORTH OF THE POLE AND IS PROJECTING
 KV5084'0.05 M.  (0.16 FT) REFERENCE MARK 1 WAS ALSO RECOVERED WAS PROJECTING
 KV5084'0.05 M.  (0.16 FT) REFERENCE MARK NUMBER 1 IS 6.6 M, (21.7 FT) 157
 KV5084'DEGREES MAGNETIC FROM THE STATION, REFERENCE MARK 2 IS 4.3 M, (14.1
 KV5084'FT) 285 DEGREES MAGNETIC FROM THE STATION. THE STATION IS FLUSH WITH
 KV5084'THE GROUND.
 KV5084
 KV5084                          STATION RECOVERY (1995)
 KV5084
 KV5084'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5084'MARK NOT FOUND.
 KV5084
 KV5084                          STATION RECOVERY (2001)
 KV5084
 KV5084'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RWS)
 KV5084'LOCATION IS MARK VIA A UTILITY POLE NEAR MONUMENT
 KV5084'STATION WAS FOUND BY USING CURRENT DESCRIPTION OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4184 ***********************************************************************
 KV4184  DESIGNATION -  POND
 KV4184  PID         -  KV4184
 KV4184  STATE/COUNTY-  NJ/PASSAIC
 KV4184  USGS QUAD   -  ORANGE (1981)
 KV4184
 KV4184                         *CURRENT SURVEY CONTROL
 KV4184  ___________________________________________________________________
 KV4184* NAD 83(1996)-  40 49 19.58131(N)    074 07 38.37399(W)     ADJUSTED  
 KV4184* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 KV4184  ___________________________________________________________________
 KV4184  LAPLACE CORR-           6.27  (seconds)                    DEFLEC99
 KV4184  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV4184
 KV4184  HORZ ORDER  -  THIRD
 KV4184
 KV4184.The horizontal coordinates were established by classical geodetic methods
 KV4184.and adjusted by the National Geodetic Survey in September 1999..
 KV4184
 KV4184.The orthometric height was scaled from a topographic map.
 KV4184
 KV4184.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4184
 KV4184.The geoid height was determined by GEOID03.
 KV4184
 KV4184;                    North         East     Units Scale Factor Converg.
 KV4184;SPC NJ       -   220,860.846   181,436.027   MT  0.99991216   +0 14 37.0
 KV4184;SPC NJ       -   724,607.63    595,261.37   sFT  0.99991216   +0 14 37.0
 KV4184;SPC NY L     -    72,791.918   289,258.701   MT  0.99999502   -0 04 59.8
 KV4184;SPC NY L     -   238,818.15    949,009.59   sFT  0.99999502   -0 04 59.8
 KV4184;UTM  18      - 4,519,375.813   573,590.605   MT  0.99966666   +0 34 13.8
 KV4184
 KV4184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4184!SPC NJ       -   1.00000321  x   0.99991216  =   0.99991537
 KV4184!SPC NY L     -   1.00000321  x   0.99999502  =   0.99999823
 KV4184!UTM  18      -   1.00000321  x   0.99966666  =   0.99966987
 KV4184
 KV4184|---------------------------------------------------------------------|
 KV4184| PID    Reference Object                     Distance      Geod. Az  |
 KV4184|                                                           dddmmss.s |
 KV4184| KV4039 HOTEL                               258.170 METERS 07315     |
 KV4184| KV4043 FORD                                328.478 METERS 08938     |
 KV4184| KV4189 LAKE                                249.417 METERS 14536     |
 KV4184| CB5456 POND RM 1                            27.624 METERS 20647     |
 KV4184| CB5457 POND RM 2                             9.287 METERS 31906     |
 KV4184|---------------------------------------------------------------------|
 KV4184
 KV4184                          SUPERSEDED SURVEY CONTROL
 KV4184
 KV4184  NAD 83(1996)-  40 49 19.58107(N)    074 07 38.37429(W) AD(       ) 3
 KV4184  NAD 83(1986)-  40 49 19.57780(N)    074 07 38.38336(W) AD(       ) 3
 KV4184  NAD 27      -  40 49 19.21400(N)    074 07 39.85700(W) AD(       ) 3
 KV4184
 KV4184.Superseded values are not recommended for survey control.
 KV4184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4184.See file dsdata.txt to determine how the superseded data were derived.
 KV4184
 KV4184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7359119376(NAD 83)
 KV4184_MARKER: DS = TRIANGULATION STATION DISK
 KV4184_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4184_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4184
 KV4184  HISTORY     - Date     Condition        Report By
 KV4184  HISTORY     - 1913     MONUMENTED       CGS
 KV4184  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4184  HISTORY     - 20010430 MARK NOT FOUND   USPSQD
 KV4184
 KV4184                          STATION DESCRIPTION
 KV4184
 KV4184'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4184'STATION IS ON THE W SIDE OF PASSAIC RIVER, ON THE E SIDE OF THE
 KV4184'HIGH EMBANKMENT OF THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD,
 KV4184'ABOUT 125 METERS FROM SHORE AND 110 METERS FROM THE W END OF THE
 KV4184'RAILROAD BRIDGE.  THE STATION IS ABOUT 7 METERS E OF THE TRACK AND
 KV4184'2 FEET FROM THE EDGE OF THE EMBANKMENT.
 KV4184'
 KV4184'IT IS MARKED BY A C. AND G.S. STANDARD BRASS DISK CEMENTED IN THE
 KV4184'TOP OF A 4-INCH TILE PIPE AND SUNK TO THE SURFACE LEVEL.
 KV4184'
 KV4184'A SEMAPHORE IS 90.63 FEET N 33 DEG W FROM THE STATION.
 KV4184
 KV4184                          STATION RECOVERY (1933)
 KV4184
 KV4184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4184'STATION REPORTED LOST.
 KV4184
 KV4184                          STATION RECOVERY (2001)
 KV4184
 KV4184'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV4184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5578 ***********************************************************************
 KV5578  DESIGNATION -  PONTOON USE 1935
 KV5578  PID         -  KV5578
 KV5578  STATE/COUNTY-  NJ/BURLINGTON
 KV5578  USGS QUAD   -  TRENTON WEST (1995)
 KV5578
 KV5578                         *CURRENT SURVEY CONTROL
 KV5578  ___________________________________________________________________
 KV5578* NAD 83(1996)-  40 07 33.67087(N)    074 49 14.22332(W)     ADJUSTED  
 KV5578* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5578  ___________________________________________________________________
 KV5578  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 KV5578  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV5578
 KV5578  HORZ ORDER  -  THIRD
 KV5578
 KV5578.The horizontal coordinates were established by classical geodetic methods
 KV5578.and adjusted by the National Geodetic Survey in September 1999..
 KV5578
 KV5578.The orthometric height was scaled from a topographic map.
 KV5578
 KV5578.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5578
 KV5578.The geoid height was determined by GEOID03.
 KV5578
 KV5578;                    North         East     Units Scale Factor Converg.
 KV5578;SPC NJ       -   143,554.984   122,674.333   MT  0.99990919   -0 12 23.9
 KV5578;SPC NJ       -   470,979.98    402,474.04   sFT  0.99990919   -0 12 23.9
 KV5578;SPC PA S     -    92,156.346   849,638.891   MT  0.99997546   +1 54 02.0
 KV5578;SPC PA S     -   302,349.61  2,787,523.59   sFT  0.99997546   +1 54 02.0
 KV5578;UTM  18      - 4,441,759.743   515,283.848   MT  0.99960288   +0 06 56.2
 KV5578
 KV5578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5578!SPC NJ       -   1.00000474  x   0.99990919  =   0.99991393
 KV5578!SPC PA S     -   1.00000474  x   0.99997546  =   0.99998020
 KV5578!UTM  18      -   1.00000474  x   0.99960288  =   0.99960762
 KV5578
 KV5578                          SUPERSEDED SURVEY CONTROL
 KV5578
 KV5578  NAD 83(1986)-  40 07 33.66947(N)    074 49 14.22415(W) AD(       ) 3
 KV5578  NAD 27      -  40 07 33.27300(N)    074 49 15.63400(W) AD(       ) 3
 KV5578
 KV5578.Superseded values are not recommended for survey control.
 KV5578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5578.See file dsdata.txt to determine how the superseded data were derived.
 KV5578
 KV5578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1528441760(NAD 83)
 KV5578_MARKER: I = METAL ROD
 KV5578_SETTING: 0 = UNSPECIFIED SETTING
 KV5578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5578
 KV5578  HISTORY     - Date     Condition        Report By
 KV5578  HISTORY     - 1935     MONUMENTED       USE
 KV5578  HISTORY     - 1947     MARK NOT FOUND   CGS
 KV5578
 KV5578                          STATION DESCRIPTION
 KV5578
 KV5578'DESCRIBED BY US ENGINEERS 1935 (EBR)
 KV5578'AT FLORENCE, ON PROPERTY OF THE FLORENCE PIPE FOUNDRY AND
 KV5578'MANUFACTURING COMPANY, ON RANGE WITH THE S END OF THE PATTERSON
 KV5578'PARCHMENT PAPER COMPANY TULLYTOWN WHARF AND A SMALL TANK ON
 KV5578'SAME PROPERTY, 1.2 METERS E OF RIVER BANK, AT W BASE OF A
 KV5578'PIG-IRON PILE LABELED S-S KENBANKHEAD-7.  A 1 1/2-INCH IRON
 KV5578'PIPE PROTRUDING 5 INCHES.
 KV5578'
 KV5578'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV5578
 KV5578                          STATION RECOVERY (1947)
 KV5578
 KV5578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5578'STATION NOT RECOVERED.  THE PIG-IRON PILE HAS BEEN MOVED AND
 KV5578'LARGE CONCRETE SECTIONS HAVE BEEN PLACED ALONG THE TOP OF THE
 KV5578'RIVERBANK WHICH MADE DIGGING FOR THE STATION IMPRACTICAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2677 ***********************************************************************
 JU2677  DESIGNATION -  POPULAR
 JU2677  PID         -  JU2677
 JU2677  STATE/COUNTY-  NJ/OCEAN
 JU2677  USGS QUAD   -  SHIP BOTTOM (1972)
 JU2677
 JU2677                         *CURRENT SURVEY CONTROL
 JU2677  ___________________________________________________________________
 JU2677* NAD 83(1996)-  39 38 41.65153(N)    074 13 07.14638(W)     ADJUSTED  
 JU2677* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2677  ___________________________________________________________________
 JU2677  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 JU2677  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JU2677
 JU2677  HORZ ORDER  -  THIRD
 JU2677
 JU2677.The horizontal coordinates were established by classical geodetic methods
 JU2677.and adjusted by the National Geodetic Survey in September 1999..
 JU2677
 JU2677.The orthometric height was scaled from a topographic map.
 JU2677
 JU2677.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2677
 JU2677.The geoid height was determined by GEOID03.
 JU2677
 JU2677;                    North         East     Units Scale Factor Converg.
 JU2677;SPC NJ       -    90,129.346   174,146.999   MT  0.99990718   +0 10 46.2
 JU2677;SPC NJ       -   295,699.36    571,347.28   sFT  0.99990718   +0 10 46.2
 JU2677;UTM  18      - 4,388,637.821   567,040.231   MT  0.99965533   +0 29 54.7
 JU2677
 JU2677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2677!SPC NJ       -   1.00000516  x   0.99990718  =   0.99991234
 JU2677!UTM  18      -   1.00000516  x   0.99965533  =   0.99966049
 JU2677
 JU2677|---------------------------------------------------------------------|
 JU2677| PID    Reference Object                     Distance      Geod. Az  |
 JU2677|                                                           dddmmss.s |
 JU2677| CB2881 POPULAR RM 1                         29.755 METERS 09045     |
 JU2677| JU0189 BRANT RESET                         APPROX. 3.0 KM 1414749.8 |
 JU2677| CB2882 POPULAR RM 2                         21.970 METERS 18415     |
 JU2677|---------------------------------------------------------------------|
 JU2677
 JU2677                          SUPERSEDED SURVEY CONTROL
 JU2677
 JU2677  NAD 83(1986)-  39 38 41.64272(N)    074 13 07.14029(W) AD(       ) 3
 JU2677  NAD 27      -  39 38 41.21600(N)    074 13 08.64000(W) AD(       ) 3
 JU2677
 JU2677.Superseded values are not recommended for survey control.
 JU2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2677.See file dsdata.txt to determine how the superseded data were derived.
 JU2677
 JU2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6704088638(NAD 83)
 JU2677_MARKER: DS = TRIANGULATION STATION DISK
 JU2677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2677
 JU2677  HISTORY     - Date     Condition        Report By
 JU2677  HISTORY     - 1935     MONUMENTED       CGS
 JU2677  HISTORY     - 1950     GOOD             CGS
 JU2677
 JU2677                          STATION DESCRIPTION
 JU2677
 JU2677'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2677'STATION IS ABOUT 3-1/2 MILES SE BY S OF THE TOWN OF
 JU2677'MANAHAWKIN.  AT THE SOUTHWESTERN EXTREMITY OF MANAHAWKIN BAY.  IS
 JU2677'13 MILES SW OF THE MANAHAWKIN-LONG BEACH HIGHWAY.  ON THE SW SIDE
 JU2677'OF MILL CREEK MOUTH.  ON POPULAR POINT.  CAN BE REACHED ONLY
 JU2677'BY BOAT.  IS ON RANGE WITH SHIP BOTTOM STANDPIPE AND
 JU2677'NORTHWESTERLY PILE IN REMAINS OF SMALL WHARF AND 80.1 METERS FROM
 JU2677'THE MARSH EDGE OF THIS LINE.  IS ON LINE WITH WESTERLY EDGE
 JU2677'OF SMALL LAKE EXTENDED SOUTHERLY.  22.2 METERS S OF SW CORNER
 JU2677'OF LAKE ON THIS LINE.  IS 2 METERS E OF THE LINE THAT CONNECTS
 JU2677'THE SW CORNER OF LAKE AND TERRACE STANDPIPE.  IS 33.1
 JU2677'METERS FROM THE MARSH EDGE IN LINE WITH TERRACE STANDPIPE.
 JU2677'THIS LINE PASSES THE EASTERLY SIDE OF A DITCH MOUTH.  IS
 JU2677'14.3 METERS E BY N FROM THE EASTERLY EDGE OF A DITCH.
 JU2677'
 JU2677'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2677'CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2677'
 JU2677'REFERENCE MARK NO.1 IS E OF THE STATION ON LINE TO SHIP BOTTOM
 JU2677'STANDPIPE.  REFERENCE MARK NO.2 IS S OF THE STATION ON LINE TO
 JU2677'TERRACE STANDPIPE.
 JU2677'
 JU2677'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 JU2677
 JU2677                          STATION RECOVERY (1950)
 JU2677
 JU2677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2677'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  ORIGINAL
 JU2677'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING DISCREPANCIES--
 JU2677'
 JU2677'LOCATED APPROXIMATELY 1.3 MILES SW OF THE MANAHAWKIN, LONG BEACH
 JU2677'HIGHWAY, NOT 13 MILES.  THE STATION IS 79 METERS W OF THE MARSH
 JU2677'LINE ON RANGE WITH THE BEACH ARLINGTON STANDPIPE AND 30.0 METERS
 JU2677'N OF THE MARSH LINE ON RANGE WITH STANDPIPE, 1932.
 JU2677'
 JU2677'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL
 JU2677'TAPE AND FOUND TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3225 ***********************************************************************
 JU3225  DESIGNATION -  PORCHTOWN
 JU3225  PID         -  JU3225
 JU3225  STATE/COUNTY-  NJ/GLOUCESTER
 JU3225  USGS QUAD   -  NEWFIELD (1994)
 JU3225
 JU3225                         *CURRENT SURVEY CONTROL
 JU3225  ___________________________________________________________________
 JU3225* NAD 83(1996)-  39 34 48.39291(N)    075 04 15.78147(W)     ADJUSTED  
 JU3225* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 JU3225  ___________________________________________________________________
 JU3225  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 JU3225  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JU3225
 JU3225  HORZ ORDER  -  FIRST
 JU3225
 JU3225.The horizontal coordinates were established by classical geodetic methods
 JU3225.and adjusted by the National Geodetic Survey in September 1999..
 JU3225
 JU3225.The orthometric height was scaled from a topographic map.
 JU3225
 JU3225.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3225
 JU3225.The geoid height was determined by GEOID03.
 JU3225
 JU3225;                    North         East     Units Scale Factor Converg.
 JU3225;SPC NJ       -    83,054.102   100,943.187   MT  0.99992962   -0 21 49.9
 JU3225;SPC NJ       -   272,486.67    331,177.77   sFT  0.99992962   -0 21 49.9
 JU3225;UTM  18      - 4,381,157.543   493,898.174   MT  0.99960046   -0 02 43.0
 JU3225
 JU3225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3225!SPC NJ       -   1.00000046  x   0.99992962  =   0.99993008
 JU3225!UTM  18      -   1.00000046  x   0.99960046  =   0.99960092
 JU3225
 JU3225|---------------------------------------------------------------------|
 JU3225| PID    Reference Object                     Distance      Geod. Az  |
 JU3225|                                                           dddmmss.s |
 JU3225| CB2885 PORCHTOWN RM 2                       42.880 METERS 08813     |
 JU3225| JU3229 PORCHTOWN 2                          17.286 METERS 22208     |
 JU3225| CB2883 PORCHTOWN AZ MK                                    3104314.2 |
 JU3225| JU3224 GLASSBORO OWENS BOTTLE CO TANK      APPROX.13.7 KM 3414405.1 |
 JU3225| CB2884 PORCHTOWN RM 1                       34.833 METERS 35905     |
 JU3225|---------------------------------------------------------------------|
 JU3225
 JU3225                          SUPERSEDED SURVEY CONTROL
 JU3225
 JU3225  NAD 83(1991)-  39 34 48.38225(N)    075 04 15.77335(W) AD(       ) 1
 JU3225  NAD 83(1986)-  39 34 48.37684(N)    075 04 15.77859(W) AD(       ) 1
 JU3225  NAD 27      -  39 34 47.95600(N)    075 04 17.13700(W) AD(       ) 1
 JU3225
 JU3225.Superseded values are not recommended for survey control.
 JU3225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3225.See file dsdata.txt to determine how the superseded data were derived.
 JU3225
 JU3225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9389881158(NAD 83)
 JU3225_MARKER: DS = TRIANGULATION STATION DISK
 JU3225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3225
 JU3225  HISTORY     - Date     Condition        Report By
 JU3225  HISTORY     - 1935     MONUMENTED       CGS
 JU3225  HISTORY     - 1961     GOOD             NJGS
 JU3225  HISTORY     - 1972     GOOD             NGS
 JU3225
 JU3225                          STATION DESCRIPTION
 JU3225
 JU3225'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU3225'THE STATION IS ON THE WEST SIDE OF U.S. HIGHWAY 40 AND STATE
 JU3225'HIGHWAY 48, OWNER OF PROPERTY UNKNOWN, JUST OFF THE HIGHWAY
 JU3225'RIGHT-OF-WAY AND AT THE EDGE OF A SCRUB-OAK WOODS, 14 PACES
 JU3225'WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4 PACES NORTHWEST
 JU3225'OF A 6-INCH OAK TREE WITH A TRIANGULAR BLAZE, AND 1 PACE
 JU3225'WEST-SOUTHWEST OF THE RIGHT-OF-WAY LINE.  THE MARK PROJECTS 6
 JU3225'INCHES AND IS STAMPED PORCHTOWN 1935.
 JU3225'
 JU3225'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN THE WESTERN
 JU3225'PART OF VINELAND, FOLLOW STATE HIGHWAY 47 NORTHWARD FOR 6.0 MILES
 JU3225'TO ITS JUNCTION WITH U.S. HIGHWAY 40 AND STATE HIGHWAY 48, HERE
 JU3225'TURN LEFT (WESTWARD) ON U.S. HIGHWAY 40 AND STATE HIGHWAY 48 FOR
 JU3225'0.2 MILE TO MALAGA LAKE, CONTINUE FOR 0.9 MILE TO THE STATION ON
 JU3225'THE LEFT.
 JU3225'
 JU3225'REFERENCE MARK NO. 1 IS 34.833 METERS (114.29 FEET)
 JU3225'NORTH-NORTHEAST OF THE STATION, SLOPE DISTANCE, THE MARK IS ABOUT
 JU3225'1 FOOT HIGHER THAN THE STATION, ACROSS THE HIGHWAY FROM THE
 JU3225'STATION, 14 PACES EAST-NORTHEAST OF THE CENTERLINE OF THE
 JU3225'HIGHWAY.  THE MARK PROJECTS 4 INCHES AND IS STAMPED PORCHTOWN NO
 JU3225'1 1935.
 JU3225'
 JU3225'REFERENCE MARK NO. 2 IS 42.880 METERS (140.68 FEET)
 JU3225'EAST-SOUTHEAST OF THE STATION, ABOUT 3 FEET HIGHER THAN THE
 JU3225'STATION, SLOPE DISTANCE, AND 17 PACES EAST-NORTHEAST OF THE
 JU3225'CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS 4 INCHES AND IS
 JU3225'STAMPED PORCHTOWN NO 2 1935.
 JU3225'
 JU3225'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTH-NORTHWEST OF THE
 JU3225'STATION, 35 PACES EAST OF A U.S. HIGHWAY 40-STATE HIGHWAY 48 ROAD
 JU3225'SIGN, WHICH IS AT THE SOUTHEAST END OF A GUARD RAIL, AND 14 PACES
 JU3225'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  THE MARK
 JU3225'PROJECTS 4 INCHES AND IS STAMPED PORCHTOWN 1935.
 JU3225'
 JU3225'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2
 JU3225'COULD NOT BE MEASURED WITHOUT CLEARING TREES.
 JU3225'
 JU3225'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 JU3225
 JU3225                          STATION RECOVERY (1961)
 JU3225
 JU3225'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1961
 JU3225'STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 JU3225'CONDITION.  ORIGINAL DESCRIPTION IS STILL ADEQUATE.
 JU3225'
 JU3225'STATION MONUMENT NOW PROJECTS ABOUT 10 INCHES AND IS CLEARLY
 JU3225'VISIBLE FROM HIGHWAY.
 JU3225'
 JU3225'R.M. 1 STAMPED PORCHTOWN NO 1 1935 NOW PROJECTS ABOUT 24 INCHES
 JU3225'ABOVE GROUND DUE TO RECENT GRADE CHANGES.  IT HAS BEEN PROTECTED BY
 JU3225'A HILLOCK LEFT IN PLACE AND TWO SMALL STAKES.  MARK IS CLEARLY
 JU3225'VISIBLE FROM HIGHWAY.  RELOCATION MAY BE ADVISABLE DUE TO A
 JU3225'NEARBY DEVELOPMENT WHICH IS SPREADING.
 JU3225'
 JU3225'R.M. 2 STAMPED PORCHTOWN NO 2 1935 NOW PROJECTS ABOUT 12 INCHES
 JU3225'ABOVE GROUND DUE TO RECENT GRADE CHANGES.  IT HAS BEEN PROTECTED
 JU3225'IN THE SAME MANNER AS R.M. 1.
 JU3225
 JU3225                          STATION RECOVERY (1972)
 JU3225
 JU3225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JU3225'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND IN GOOD
 JU3225'CONDITION.  HOWEVER, THE MARK WAS FOUND PROJECTING ABOUT 11 INCHES
 JU3225'ABOVE THE GROUND SURFACE.  THE STATION IS IN THE WAY OF NEW
 JU3225'HIGHWAY CONSTRUCTION.  IT WAS DESTROYED AFTER PORCHTOWN 2 WAS
 JU3225'ESTABLISHED.
 JU3225'
 JU3225'REFERENCE MARK NO. 1 WAS NOT FOUND.  FROM ALL EVIDENCE IT HAS BEEN
 JU3225'DESTROYED, AS IT WAS REPORTED PROJECTING 24 INCHES OUT OF THE
 JU3225'GROUND IN 1961.
 JU3225'
 JU3225'REFERENCE MARK NO. 2 WAS RECOVERED AND WAS SOLID IN POSITION,
 JU3225'ALTHOUGH IT WAS PROJECTING OUT OF THE GROUND ABOUT 18-INCHES.  THE
 JU3225'DISTANCES AND DIRECTION TO THIS MARK CHECKED SATISFACTORY.
 JU3225'
 JU3225'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3225'1.0 MILE NORTHWEST OF MALAGA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3229 ***********************************************************************
 JU3229  DESIGNATION -  PORCHTOWN 2
 JU3229  PID         -  JU3229
 JU3229  STATE/COUNTY-  NJ/GLOUCESTER
 JU3229  USGS QUAD   -  NEWFIELD (1994)
 JU3229
 JU3229                         *CURRENT SURVEY CONTROL
 JU3229  ___________________________________________________________________
 JU3229* NAD 83(1996)-  39 34 47.97723(N)    075 04 16.26735(W)     ADJUSTED  
 JU3229* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 JU3229  ___________________________________________________________________
 JU3229  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 JU3229  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JU3229
 JU3229  HORZ ORDER  -  FIRST
 JU3229
 JU3229.The horizontal coordinates were established by classical geodetic methods
 JU3229.and adjusted by the National Geodetic Survey in September 1999..
 JU3229
 JU3229.The orthometric height was scaled from a topographic map.
 JU3229
 JU3229.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3229
 JU3229.The geoid height was determined by GEOID03.
 JU3229
 JU3229;                    North         East     Units Scale Factor Converg.
 JU3229;SPC NJ       -    83,041.357   100,931.511   MT  0.99992963   -0 21 50.2
 JU3229;SPC NJ       -   272,444.85    331,139.47   sFT  0.99992963   -0 21 50.2
 JU3229;UTM  18      - 4,381,144.737   493,886.573   MT  0.99960046   -0 02 43.3
 JU3229
 JU3229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3229!SPC NJ       -   1.00000046  x   0.99992963  =   0.99993009
 JU3229!UTM  18      -   1.00000046  x   0.99960046  =   0.99960092
 JU3229
 JU3229|---------------------------------------------------------------------|
 JU3229| PID    Reference Object                     Distance      Geod. Az  |
 JU3229|                                                           dddmmss.s |
 JU3229| JU3225 PORCHTOWN                            17.286 METERS 04208     |
 JU3229| JU3228 PORCHTOWN 2 1972 AZ MK 2            391.092 METERS 17018     |
 JU3229| CB2886 PORCHTOWN 2 RM 3                      6.025 METERS 20155     |
 JU3229| CB2887 PORCHTOWN 2 RM 4                      7.983 METERS 29434     |
 JU3229| CB2883 PORCHTOWN AZ MK                                    3120921.3 |
 JU3229|---------------------------------------------------------------------|
 JU3229
 JU3229                          SUPERSEDED SURVEY CONTROL
 JU3229
 JU3229  NAD 83(1991)-  39 34 47.96657(N)    075 04 16.25924(W) AD(       ) 1
 JU3229  NAD 83(1986)-  39 34 47.96116(N)    075 04 16.26446(W) AD(       ) 1
 JU3229  NAD 27      -  39 34 47.54031(N)    075 04 17.62286(W) AD(       ) 1
 JU3229
 JU3229.Superseded values are not recommended for survey control.
 JU3229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3229.See file dsdata.txt to determine how the superseded data were derived.
 JU3229
 JU3229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9388781145(NAD 83)
 JU3229_MARKER: DS = TRIANGULATION STATION DISK
 JU3229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3229_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3229
 JU3229  HISTORY     - Date     Condition        Report By
 JU3229  HISTORY     - 1972     MONUMENTED       NGS
 JU3229  HISTORY     - 1973     GOOD             NGS
 JU3229  HISTORY     - 1974     GOOD             NGS
 JU3229  HISTORY     - 1978     GOOD             NGS
 JU3229
 JU3229                          STATION DESCRIPTION
 JU3229
 JU3229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JU3229'STATION IS LOCATED ABOUT 8.0 MILES SOUTH-SOUTHEAST OF GLASSBORO, 7.0
 JU3229'MILES NORTH-NORTHWEST OF VINELAND, ABOUT 1.0 MILE NORTHWEST OF
 JU3229'MALAGA, AND AT THE INTERCHANGE OF A NEW SUPER HIGHWAY WITH U.S.
 JU3229'HIGHWAY NO. 40.  THE STATION IS IN A SMALL WOODED AREA INSIDE
 JU3229'THE SOUTHEAST CLOVERLEAF OF HIGHWAY INTERCHANGE.  IT IS 100 FEET
 JU3229'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 40, 85 FEET EAST OF
 JU3229'EDGE OF WOODS, 12 FEET SOUTHWEST OF EDGE OF WOODS, AND 3.5 FEET
 JU3229'NORTHWEST OF A METAL WITNESS POST AND SIGN.  THE MARK
 JU3229'PROJECTS ABOUT ONE INCH AND THE DISK IS STAMPED PORCHTOWN 2 1972.
 JU3229'
 JU3229'REFERENCE MARK NO. 3 IS IN WOODED AREA AND ABOUT ONE FOOT LOWER
 JU3229'IN ELEVATION THAN THE STATION.  IT IS 120 FEET SOUTHWEST OF THE
 JU3229'CENTERLINE OF U.S. HIGHWAY 40, 75 FEET EAST OF EDGE OF WOODS,
 JU3229'32 FEET SOUTHWEST OF EDGE OF WOODS, AND 19.2 FEET SOUTHWEST OF A
 JU3229'METAL WITNESS POST AND SIGN.  IT PROJECTS ABOUT TWO INCHES AND
 JU3229'THE DISK IS STAMPED PORCHTOWN 2 NO 3 1972.
 JU3229'
 JU3229'REFERENCE MARK NO. 4 IS IN WOODED AREA AND ABOUT THE SAME ELEVATION
 JU3229'AS THE STATION.  IT IS 104 FEET SOUTHWEST OF THE CENTERLINE OF
 JU3229'U.S. HIGHWAY NO. 40, 65 FEET EAST OF EDGE OF WOODS, 20 FEET
 JU3229'SOUTHWEST OF EDGE OF WOODS, AND IS 29.6 FEET NORTHWEST OF A METAL
 JU3229'WITNESS POST AND SIGN.  IT PROJECTS ABOUT ONE INCH ABOVE GROUND
 JU3229'AND THE DISK IS STAMPED PROCHTOWN 2 NO 4 1972.
 JU3229'
 JU3229'THE AZIMUTH MARK IS THE ORIGINAL AZIMUTH MARK FOR THE 1935
 JU3229'STATION.  IT IS SET IN A ROUND CONCRETE MONUMENT THAT PROJECTS
 JU3229'ABOUT 10 INCHES, 0.4 MILE NORTHWEST OF STATION, 40.2 FEET
 JU3229'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 40, 2.0 FEET WEST OF A
 JU3229'METAL WITNESS POST AND SIGN, AND AT THE SOUTHEAST END OF A LONG
 JU3229'CURVE IN THE HIGHWAY.  THE DISK IS STAMPED PORCHTOWN 1935.
 JU3229'
 JU3229'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 40 AND STATE
 JU3229'HIGHWAY 47 IN MALAGA.  GO NORTHWEST ON U.S. HIGHWAY 40 FOR 1.0
 JU3229'MILE TO THE STATION ON THE LEFT, INSIDE A LARGE CLOVERLEAF
 JU3229'SOUTHEAST OF THE INTERSECTION POINT OF THE TWO HIGHWAYS, U.S.
 JU3229'40 AND A NEW SUPER HIGHWAY, PRESENTLY UNDER CONSTRUCTION.
 JU3229
 JU3229                          STATION RECOVERY (1973)
 JU3229
 JU3229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CMC)
 JU3229'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  THE AZIMUTH
 JU3229'MARK WAS NOT FOUND, PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 JU3229
 JU3229                          STATION RECOVERY (1974)
 JU3229
 JU3229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU3229'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 JU3229'AS DESCRIBED IN THE 1972 DESCRIPTION.  THIS STATION WAS RECOVERED
 JU3229'IN CONJUNCTION WITH THE NEW JERSEY GEODETIC SURVEY SYSTEM.  NO
 JU3229'WORK WAS PERFORMED AT THIS DATE.
 JU3229'
 JU3229'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NW OF
 JU3229'MALAGA.
 JU3229
 JU3229                          STATION RECOVERY (1978)
 JU3229
 JU3229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JU3229'NO OTHER OBJECTS V.G.
 JU3229'
 JU3229'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN
 JU3229'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND BELIEVED
 JU3229'DESTROYED BY CONSTRUCTION ALONG U.S. HIGHWAY 40.  THE DISTANCES AND
 JU3229'DIRECTIONS BETWEEN THE REFERENCE MARKS WERE WITHIN CLOSE AGREEMENT
 JU3229'WITH THE 1972 OBSERVATIONS.  A NEW AZIMUTH MARK WAS ESTABLISHED
 JU3229'AT THIS DATE.
 JU3229'
 JU3229'A COMPLETE NEW DESCRIPTION FOLLOWS.
 JU3229'
 JU3229'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHEAST OF GLASSBORO,
 JU3229'7 MILES NORTH-NORTHWEST OF VINELAND AND 1 MILE NORTHWEST OF MALAGA.
 JU3229'IT IS IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 40
 JU3229'AND STATE HIGHWAY 55 AND ON ROAD RIGHT-OF-WAY.
 JU3229'
 JU3229'THERE IS NO TO REACH REQUIRED FOR THIS STATION.  THE LOCATION
 JU3229'IS ADEQUATE TO FIND IT BY.
 JU3229'
 JU3229'THE STATION MARK IS A STANDARD DISK STAMPED PORCHTOWN 2 1972,
 JU3229'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 JU3229'WITH THE SURFACE.  IT IS 144 FEET EAST OF THE EAST EDGE OF THE
 JU3229'NORTH BOUND LANE OF STATE HIGHWAY 55, 188 FEET EAST-SOUTHEAST OF
 JU3229'THE SOUTHEAST EDGE OF THE BRIDGE OVER STATE HIGHWAY 55 FOR
 JU3229'THE EAST BOUND LANE OF U.S. HIGHWAY 40, 51 FEET SOUTH OF THE
 JU3229'SOUTH GUARD RAIL ALONG THE SOUTH SIDE OF THE EAST BOUND LANE OF
 JU3229'U.S. HIGHWAY 40, 7 FEET EAST OF A 14-INCH OAK TREE AND 4.5
 JU3229'FEET NORTHWEST OF A WITNESS POST.
 JU3229'
 JU3229'REFERENCE MARK 3 IS A STANDARD DISK STAMPED PORCHTOWN 2 NO 3 1972,
 JU3229'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 JU3229'WITH THE SURFACE.  IT IS 71 FEET SOUTH OF THE SOUTH GUARD RAIL
 JU3229'ALONG THE SOUTH SIDE OF U.S. HIGHWAY 40, 23 FEET SOUTHEAST OF THE
 JU3229'14-INCH OAK TREE AND 17 FEET SOUTH OF THE WITNESS POST.
 JU3229'
 JU3229'REFERENCE MARK 4 IS A STANDARD DISK STAMPED PORCHTOWN 2 NO 4 1972,
 JU3229'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 JU3229'WITH THE SURFACE.  IT IS 58 FEET SOUTH OF THE SOUTH GUARD RAIL
 JU3229'ALONG THE EAST BOUND LANE OF U.S. HIGHWAY 40, 30 FEET
 JU3229'WEST-NORTHWEST OF THE WITNESS POST AND 19.5 FEET WEST OF THE OAK
 JU3229'TREE.
 JU3229'
 JU3229'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PORCHTOWN 2 1972 AZ 2
 JU3229'1978, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS
 JU3229'FLUSH WITH THE SURFACE.  IT IS 38.5 FEET WEST OF THE CENTER OF THE
 JU3229'SOUTH BOUND LANE OF STATE HIGHWAY 55, 13.6 FEET NORTH OF A HIGHWAY
 JU3229'SIGN SPEED 55 AND 1.9 FEET NORTHWEST OF A WITNESS POST.
 JU3229'
 JU3229'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 40
 JU3229'AND STATE HIGHWAY 55, GO SOUTH ON STATE HIGHWAY 55 FOR 0.25 MILE
 JU3229'TO MARK.
 JU3229'
 JU3229'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTHWEST
 JU3229'OF MALAGA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3228 ***********************************************************************
 JU3228  DESIGNATION -  PORCHTOWN 2 1972 AZ MK 2
 JU3228  PID         -  JU3228
 JU3228  STATE/COUNTY-  NJ/GLOUCESTER
 JU3228  USGS QUAD   -  NEWFIELD (1994)
 JU3228
 JU3228                         *CURRENT SURVEY CONTROL
 JU3228  ___________________________________________________________________
 JU3228* NAD 83(1996)-  39 34 35.47757(N)    075 04 13.50569(W)     ADJUSTED  
 JU3228* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 JU3228  ___________________________________________________________________
 JU3228  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 JU3228  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JU3228
 JU3228  HORZ ORDER  -  THIRD
 JU3228
 JU3228.The horizontal coordinates were established by classical geodetic methods
 JU3228.and adjusted by the National Geodetic Survey in September 1999..
 JU3228.No horizontal observational check was made to the station.
 JU3228
 JU3228.The orthometric height was scaled from a topographic map.
 JU3228
 JU3228.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3228
 JU3228.The geoid height was determined by GEOID03.
 JU3228
 JU3228;                    North         East     Units Scale Factor Converg.
 JU3228;SPC NJ       -    82,655.476   100,994.967   MT  0.99992956   -0 21 48.3
 JU3228;SPC NJ       -   271,178.84    331,347.65   sFT  0.99992956   -0 21 48.3
 JU3228;UTM  18      - 4,380,759.341   493,952.153   MT  0.99960045   -0 02 41.5
 JU3228
 JU3228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3228!SPC NJ       -   1.00000062  x   0.99992956  =   0.99993018
 JU3228!UTM  18      -   1.00000062  x   0.99960045  =   0.99960107
 JU3228
 JU3228                          SUPERSEDED SURVEY CONTROL
 JU3228
 JU3228  NAD 83(1991)-  39 34 35.46691(N)    075 04 13.49761(W) AD(       ) 3
 JU3228  NAD 83(1986)-  39 34 35.46150(N)    075 04 13.50284(W) AD(       ) 3
 JU3228  NAD 27      -  39 34 35.04049(N)    075 04 14.86133(W) AD(       ) 3
 JU3228
 JU3228.Superseded values are not recommended for survey control.
 JU3228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3228.See file dsdata.txt to determine how the superseded data were derived.
 JU3228
 JU3228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9395280759(NAD 83)
 JU3228_MARKER: DZ = AZIMUTH MARK DISK
 JU3228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU3228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3228+STABILITY: SURFACE MOTION
 JU3228
 JU3228  HISTORY     - Date     Condition        Report By
 JU3228  HISTORY     - 1978     MONUMENTED       NGS
 JU3228
 JU3228                          STATION DESCRIPTION
 JU3228
 JU3228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JU3228'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHEAST OF GLASSBORO,
 JU3228'7 MILES NORTH-NORTHWEST OF VINELAND AND 1 MILE NORTHWEST OF
 JU3228'MALAGA.
 JU3228'
 JU3228'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PORCHTOWN 2 1972 AZ 2
 JU3228'1978, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS
 JU3228'FLUSH WITH THE SURFACE.  IT IS 38.5 FEET WEST OF THE CENTER OF
 JU3228'THE SOUTH BOUND LANE OF STATE HIGHWAY 55, 13.6 FEET NORTH OF A
 JU3228'HIGHWAY SIGN SPEED 55 AND 1.9 FEET NORTHWEST OF A WITNESS POST.
 JU3228'
 JU3228'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 40
 JU3228'AND STATE HIGHWAY 55, GO SOUTH ON STATE HIGHWAY 55 FOR 0.25 MILE TO
 JU3228'MARK.
 JU3228'
 JU3228'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 JU3228'NORTHWEST OF MALAGA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2860 ***********************************************************************
 JU2860  DESIGNATION -  PORK
 JU2860  PID         -  JU2860
 JU2860  STATE/COUNTY-  NJ/ATLANTIC
 JU2860  USGS QUAD   -  OCEAN CITY (1994)
 JU2860
 JU2860                         *CURRENT SURVEY CONTROL
 JU2860  ___________________________________________________________________
 JU2860* NAD 83(1996)-  39 20 15.15069(N)    074 30 59.90626(W)     ADJUSTED  
 JU2860* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2860  ___________________________________________________________________
 JU2860  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 JU2860  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 JU2860
 JU2860  HORZ ORDER  -  THIRD
 JU2860
 JU2860.The horizontal coordinates were established by classical geodetic methods
 JU2860.and adjusted by the National Geodetic Survey in September 1999..
 JU2860
 JU2860.The orthometric height was scaled from a topographic map.
 JU2860
 JU2860.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2860
 JU2860.The geoid height was determined by GEOID03.
 JU2860
 JU2860;                    North         East     Units Scale Factor Converg.
 JU2860;SPC NJ       -    55,970.309   148,565.500   MT  0.99990003   -0 00 38.0
 JU2860;SPC NJ       -   183,629.26    487,418.64   sFT  0.99990003   -0 00 38.0
 JU2860;UTM  18      - 4,354,346.434   541,655.441   MT  0.99962136   +0 18 23.0
 JU2860
 JU2860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2860!SPC NJ       -   1.00000530  x   0.99990003  =   0.99990533
 JU2860!UTM  18      -   1.00000530  x   0.99962136  =   0.99962666
 JU2860
 JU2860|---------------------------------------------------------------------|
 JU2860| PID    Reference Object                     Distance      Geod. Az  |
 JU2860|                                                           dddmmss.s |
 JU2860| CB2889 PORK RM 2                            18.326 METERS 10359     |
 JU2860| JU2853 SOM                                 APPROX. 7.4 KM 2481808.8 |
 JU2860| CB2888 PORK RM 1                            21.052 METERS 26851     |
 JU2860|---------------------------------------------------------------------|
 JU2860
 JU2860                          SUPERSEDED SURVEY CONTROL
 JU2860
 JU2860  NAD 83(1986)-  39 20 15.13827(N)    074 30 59.90030(W) AD(       ) 3
 JU2860  NAD 27      -  39 20 14.71600(N)    074 31 01.35400(W) AD(       ) 3
 JU2860
 JU2860.Superseded values are not recommended for survey control.
 JU2860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2860.See file dsdata.txt to determine how the superseded data were derived.
 JU2860
 JU2860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4165554346(NAD 83)
 JU2860_MARKER: DS = TRIANGULATION STATION DISK
 JU2860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2860
 JU2860  HISTORY     - Date     Condition        Report By
 JU2860  HISTORY     - 1935     MONUMENTED       CGS
 JU2860  HISTORY     - 1946     GOOD             CGS
 JU2860  HISTORY     - 1950     GOOD             CGS
 JU2860
 JU2860                          STATION DESCRIPTION
 JU2860
 JU2860'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2860'STATION IS LOCATED ON THE S SIDE OF ROAD LEADING FROM MARGATE
 JU2860'CITY TO NORTHFIELD.  IT IS IN THE MARSH ON PORK ISLAND 16.8
 JU2860'METERS FROM THE CENTER LINE OF THE ROAD AND 3.2 METERS FROM
 JU2860'WOODEN BULKHEAD.  IT IS 143 METERS FROM THE CONCRETE SLAB ON THE
 JU2860'PORK ISLAND SIDE OF THE LIFT BRIDGE OVER BEACH THOROFARE.
 JU2860'
 JU2860'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2860'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.  ALL MARKS ARE IN
 JU2860'ACCORDANCE WITH THE ABOVE NOTES EXCEPT MONUMENTS WERE FASTENED
 JU2860'TO THE UPPER ENDS OF 2 X 4 PILES DRIVEN INTO THE MARSH.  DISKS
 JU2860'STAMPED PORK 1935.  REFERENCE MARKS STAMPED 1 AND 2 RESPECTIVELY.
 JU2860'
 JU2860'THE ROAD IS CLOSED AT THIS TIME AND LIFT BRIDGE IS OPEN.
 JU2860'
 JU2860'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 JU2860
 JU2860                          STATION RECOVERY (1946)
 JU2860
 JU2860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU2860'RECOVERED IN GOOD CONDITION.  THE STATION MARK WAS COVERED WITH
 JU2860'A FEW INCHES OF SAND.
 JU2860
 JU2860                          STATION RECOVERY (1950)
 JU2860
 JU2860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2860'STATION WAS RECOVERED IN GOOD CONDITION.  THE DISTANCES BETWEEN
 JU2860'THE STATION AND THE REFERENCE MARKS WERE MEASURED WITH A STEEL
 JU2860'TAPE AND FOUND TO BE CORRECT.  THE ORIGINAL DESCRIPTION AND THE
 JU2860'1946 RECOVERY NOTE ARE ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4068 ***********************************************************************
 KV4068  DESIGNATION -  PORT
 KV4068  PID         -  KV4068
 KV4068  STATE/COUNTY-  NJ/BERGEN
 KV4068  USGS QUAD   -  WEEHAWKEN (1995)
 KV4068
 KV4068                         *CURRENT SURVEY CONTROL
 KV4068  ___________________________________________________________________
 KV4068* NAD 83(1996)-  40 47 57.10311(N)    074 04 14.92782(W)     ADJUSTED  
 KV4068* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4068  ___________________________________________________________________
 KV4068  LAPLACE CORR-           6.85  (seconds)                    DEFLEC99
 KV4068  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KV4068
 KV4068  HORZ ORDER  -  THIRD
 KV4068
 KV4068.The horizontal coordinates were established by classical geodetic methods
 KV4068.and adjusted by the National Geodetic Survey in September 1999..
 KV4068
 KV4068.The orthometric height was scaled from a topographic map.
 KV4068
 KV4068.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4068
 KV4068.The geoid height was determined by GEOID03.
 KV4068
 KV4068;                    North         East     Units Scale Factor Converg.
 KV4068;SPC NJ       -   218,338.668   186,215.500   MT  0.99991614   +0 16 49.6
 KV4068;SPC NJ       -   716,332.78    610,942.02   sFT  0.99991614   +0 16 49.6
 KV4068;SPC NY L     -    70,242.310   294,024.095   MT  0.99999529   -0 02 46.7
 KV4068;SPC NY L     -   230,453.31    964,644.05   sFT  0.99999529   -0 02 46.7
 KV4068;UTM  18      - 4,516,881.543   578,383.221   MT  0.99967562   +0 36 25.8
 KV4068
 KV4068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4068!SPC NJ       -   1.00000491  x   0.99991614  =   0.99992105
 KV4068!SPC NY L     -   1.00000491  x   0.99999529  =   1.00000020
 KV4068!UTM  18      -   1.00000491  x   0.99967562  =   0.99968053
 KV4068
 KV4068:                Primary Azimuth Mark                     Grid Az
 KV4068:SPC NJ       -  BER                                      043 10 27.1
 KV4068:SPC NY L     -  BER                                      043 30 03.4
 KV4068:UTM  18      -  BER                                      042 50 50.9
 KV4068
 KV4068|---------------------------------------------------------------------|
 KV4068| PID    Reference Object                     Distance      Geod. Az  |
 KV4068|                                                           dddmmss.s |
 KV4068| KV4053 BER                                 APPROX. 1.2 KM 0432716.7 |
 KV4068| KV3917 ART                                 272.869 METERS 14703     |
 KV4068| CB5459 PORT RM 2                                          24836     |
 KV4068|---------------------------------------------------------------------|
 KV4068
 KV4068                          SUPERSEDED SURVEY CONTROL
 KV4068
 KV4068  NAD 83(1996)-  40 47 57.10303(N)    074 04 14.92790(W) AD(       ) 3
 KV4068  NAD 83(1996)-  40 47 57.10210(N)    074 04 14.92930(W) AD(       ) 3
 KV4068  NAD 83(1992)-  40 47 57.10109(N)    074 04 14.93030(W) AD(       ) 3
 KV4068  NAD 83(1986)-  40 47 57.10523(N)    074 04 14.92820(W) AD(       ) 3
 KV4068  NAD 27      -  40 47 56.74300(N)    074 04 16.41700(W) AD(       ) 3
 KV4068
 KV4068.Superseded values are not recommended for survey control.
 KV4068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4068.See file dsdata.txt to determine how the superseded data were derived.
 KV4068
 KV4068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7838316882(NAD 83)
 KV4068_MARKER: DS = TRIANGULATION STATION DISK
 KV4068_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4068_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4068
 KV4068  HISTORY     - Date     Condition        Report By
 KV4068  HISTORY     - 1914     MONUMENTED       CGS
 KV4068
 KV4068                          STATION DESCRIPTION
 KV4068
 KV4068'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV4068'STATION IS ON THE W SIDE OF HACKENSACK RIVER OPPOSITE SECAUCUS,
 KV4068'ABOUT 1/5 MILE ABOVE THE MOUTH OF BERRY CREEK CANAL AND 3/4 MILE
 KV4068'BELOW THE PATERSON PLANK ROAD BRIDGE.
 KV4068'
 KV4068'THE STATION IS ABOUT 75 METERS FROM SHORE AND IS MARKED BY A
 KV4068'STANDARD BRASS DISK CEMENTED IN THE TOP OF A 4-INCH TILE PIPE
 KV4068'PROJECTING 2 INCHES ABOVE THE GROUND.
 KV4068'
 KV4068'A BURIED BOTTLE SERVES AS SUBSURFACE MARK.
 KV4068'
 KV4068'TWO REFERENCE MARKS, EACH A COPPER NAIL SET IN CEMENT CONTAINED IN
 KV4068'A 3-INCH TILE PIPE WHICH PROJECTS ABOUT 2 INCHES, ARE PLACED
 KV4068'RESPECTIVELY 48.81 FEET N 15 DEG E, AND 45.08 FEET S 80 DEG W
 KV4068'FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2562 ***********************************************************************
 JU2562  DESIGNATION -  PORT
 JU2562  PID         -  JU2562
 JU2562  STATE/COUNTY-  NJ/SALEM
 JU2562  USGS QUAD   -  SALEM (1995)
 JU2562
 JU2562                         *CURRENT SURVEY CONTROL
 JU2562  ___________________________________________________________________
 JU2562* NAD 83(1996)-  39 34 30.80114(N)    075 28 45.59080(W)     ADJUSTED  
 JU2562* NAVD 88     -         2.     (meters)       7.     (feet)  VERTCON   
 JU2562  ___________________________________________________________________
 JU2562  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 JU2562  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU2562
 JU2562  HORZ ORDER  -  THIRD
 JU2562
 JU2562.The horizontal coordinates were established by classical geodetic methods
 JU2562.and adjusted by the National Geodetic Survey in September 1999..
 JU2562.No horizontal observational check was made to the station.
 JU2562
 JU2562.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2562
 JU2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2562
 JU2562.The geoid height was determined by GEOID03.
 JU2562
 JU2562;                    North         East     Units Scale Factor Converg.
 JU2562;SPC NJ       -    82,813.977    65,862.918   MT  0.99998713   -0 37 26.3
 JU2562;SPC NJ       -   271,698.86    216,085.26   sFT  0.99998713   -0 37 26.3
 JU2562;SPC DE       -   174,868.735   194,615.887   MT  0.99999536   -0 02 23.7
 JU2562;SPC DE       -   573,715.17    638,502.29   sFT  0.99999536   -0 02 23.7
 JU2562;UTM  18      - 4,380,722.518   458,831.981   MT  0.99962087   -0 18 19.4
 JU2562
 JU2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2562!SPC NJ       -   1.00000500  x   0.99998713  =   0.99999213
 JU2562!SPC DE       -   1.00000500  x   0.99999536  =   1.00000036
 JU2562!UTM  18      -   1.00000500  x   0.99962087  =   0.99962587
 JU2562
 JU2562                          SUPERSEDED SURVEY CONTROL
 JU2562
 JU2562  NAD 83(1991)-  39 34 30.79971(N)    075 28 45.59081(W) AD(       ) 3
 JU2562  NAD 83(1986)-  39 34 30.79199(N)    075 28 45.59918(W) AD(       ) 3
 JU2562  NGVD 29 (06/08/88)    2.     (m)            7.     (f) VERT ANG       
 JU2562
 JU2562.Superseded values are not recommended for survey control.
 JU2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2562.See file dsdata.txt to determine how the superseded data were derived.
 JU2562
 JU2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5883280723(NAD 83)
 JU2562_MARKER: DD = SURVEY DISK
 JU2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU2562_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JU2562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2562+STABILITY: SURFACE MOTION
 JU2562
 JU2562  HISTORY     - Date     Condition        Report By
 JU2562  HISTORY     - 1984     MONUMENTED       NOS
 JU2562
 JU2562                          STATION DESCRIPTION
 JU2562
 JU2562'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2562'THE STATION IS LOCATED ON THE SOUTH SHORE OF SALEM RIVER, JUST
 JU2562'SOUTHWEST FROM THE NJ 49 BRIDGE OVER THE RIVER, AND NEAR SOME OIL
 JU2562'TANKS AT THE PORT AUTHORITY.
 JU2562'
 JU2562'TO REACH THE STATION FROM THE SOUTHEAST END OF THE NJ 49 BRIDGE
 JU2562'OVER SALEM RIVER, GO SOUTH ON THE FIRST RIGHT PAST THE BRIDGE.
 JU2562'TURN RIGHT AT THE NEXT INTERSECTION AND GO WEST TO THE LAST ROAD
 JU2562'ON THE RIGHT JUST BEFORE THE RAILROAD TRACKS.  GO TO THE RIVER
 JU2562'AND THE VICINITY OF THE STATION.
 JU2562'
 JU2562'THE STATION IS A STANDARD NOS DISK
 JU2562'STAMPED---PORT 1983---,
 JU2562'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 22 CM IN DIAMETER
 JU2562'RECESSED 8 CM BELOW THE GROUND.  IT IS LOCATED
 JU2562'27.31 METERS (89.60 FT) NORTHEAST FROM A GRAIN STORAGE TANK,
 JU2562'11.35 METERS (37.24 FT) NORTHWEST FROM A STANDARD NOS WITNESS
 JU2562'WOODEN POLE WITH 2 NIGHT LIGHTS,
 JU2562'1.24 METERS (4.07 FT) SOUTH FROM THE EASTERNMOST BULKHEAD WOOD
 JU2562'PILING, AND
 JU2562'0.67 METER (2.20 FT) SOUTH-SOUTHWEST FROM THE CORNER OF THE 8-1/2
 JU2562'INCH WIDE STEEL BULKHEAD.
 JU2562'
 JU2562'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.75 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4449 ***********************************************************************
 JU4449  DESIGNATION -  PORT 1
 JU4449  PID         -  JU4449
 JU4449  STATE/COUNTY-  NJ/ATLANTIC
 JU4449  USGS QUAD   -  NEW GRETNA (1977)
 JU4449
 JU4449                         *CURRENT SURVEY CONTROL
 JU4449  ___________________________________________________________________
 JU4449* NAD 83(1996)-  39 32 37.52133(N)    074 28 09.78011(W)     ADJUSTED  
 JU4449* NAVD 88     -         2.1    (meters)       7.     (feet)  GPS OBS   
 JU4449  ___________________________________________________________________
 JU4449  X           -   1,318,708.950 (meters)                     COMP
 JU4449  Y           -  -4,745,262.806 (meters)                     COMP
 JU4449  Z           -   4,039,030.853 (meters)                     COMP
 JU4449  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 JU4449  ELLIP HEIGHT-         -31.50  (meters)          (10/23/02) GPS OBS
 JU4449  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JU4449
 JU4449  HORZ ORDER  -  FIRST
 JU4449  ELLP ORDER  -  FOURTH    CLASS I
 JU4449
 JU4449.The horizontal coordinates were established by GPS observations
 JU4449.and adjusted by the National Geodetic Survey in May 1999..
 JU4449
 JU4449.The orthometric height was determined by GPS observations and a
 JU4449.high-resolution geoid model.
 JU4449
 JU4449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4449
 JU4449.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4449
 JU4449.The ellipsoidal height was determined by GPS observations
 JU4449.and is referenced to NAD 83.
 JU4449
 JU4449.The geoid height was determined by GEOID03.
 JU4449
 JU4449;                    North         East     Units Scale Factor Converg.
 JU4449;SPC NJ       -    78,863.026   152,631.526   MT  0.99990009   +0 01 10.2
 JU4449;SPC NJ       -   258,736.44    500,758.60   sFT  0.99990009   +0 01 10.2
 JU4449;UTM  18      - 4,377,255.002   545,593.401   MT  0.99962559   +0 20 16.2
 JU4449
 JU4449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4449!SPC NJ       -   1.00000494  x   0.99990009  =   0.99990503
 JU4449!UTM  18      -   1.00000494  x   0.99962559  =   0.99963053
 JU4449
 JU4449:                Primary Azimuth Mark                     Grid Az
 JU4449:SPC NJ       -  PORT 2                                   033 05 47.9
 JU4449:UTM  18      -  PORT 2                                   032 46 41.9
 JU4449
 JU4449|---------------------------------------------------------------------|
 JU4449| PID    Reference Object                     Distance      Geod. Az  |
 JU4449|                                                           dddmmss.s |
 JU4449| JU4450 PORT 2                              440.081 METERS 0330658.1 |
 JU4449|---------------------------------------------------------------------|
 JU4449
 JU4449                          SUPERSEDED SURVEY CONTROL
 JU4449
 JU4449  ELLIP H (05/14/99)  -31.53   (m)                       GP(       ) 4 1
 JU4449  NAD 83(1992)-  39 32 37.51890(N)    074 28 09.77868(W) AD(       ) 1
 JU4449  ELLIP H (04/25/94)  -31.57   (m)                       GP(       ) 3 1
 JU4449
 JU4449.Superseded values are not recommended for survey control.
 JU4449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4449.See file dsdata.txt to determine how the superseded data were derived.
 JU4449
 JU4449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4559377255(NAD 83)
 JU4449_MARKER: DD = SURVEY DISK
 JU4449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4449_SP_SET: CONCRETE POST
 JU4449_STAMPING: PORT 1 1991
 JU4449_MARK LOGO: NJHA  
 JU4449_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4449+STABILITY: SURFACE MOTION
 JU4449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4449+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1993
 JU4449
 JU4449  HISTORY     - Date     Condition        Report By
 JU4449  HISTORY     - 1991     MONUMENTED       NJHA
 JU4449  HISTORY     - 19931027 GOOD
 JU4449  HISTORY     - 20001016 POOR             NJDEP
 JU4449
 JU4449                          STATION DESCRIPTION
 JU4449
 JU4449'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 JU4449'THE STATION IS LOCATED IN THE CITY OF PORT REPUBLIC IN THE GRASS AREA
 JU4449'TO EAST OF THE GARDEN STATE PARKWAY NORTHBOUND LANES AT ABOUT
 JU4449'MILEPOINT 48.01.  TO REACH THE STATION FROM THE GARDEN STATE PARKWAY
 JU4449'NORTHBOUND, ENTER FROM ENGLISH CREEK ROAD AT INTERCHANGE 44, GO NORTH
 JU4449'4.0 MI (6.4 KM) TO THE STATION ON THE RIGHT, SET FLUSH WITH THE
 JU4449'GROUND, ABOUT 0.3 MI (0.5 KM) SOUTH FROM THE ROUTE 9 CONNECTOR
 JU4449'OVERPASS. THE STATION IS 31.5 FT (9.6 M) SOUTH SOUTHEAST FROM THE
 JU4449'SOLID WHITE LINE AT THE EAST EDGE OF THE NORTHBOUND LANES, 25.9 FT
 JU4449'(7.9 M) EAST FROM THE WOODEN POST AT MILEMARKER 48, 225.3 FT
 JU4449'(68.7 M) SOUTHWEST FROM THE SOUTH END OF GUIDE RAIL TO THE EAST OF
 JU4449'THE NORTHBOUND LANES.
 JU4449
 JU4449                          STATION RECOVERY (1993)
 JU4449
 JU4449'RECOVERED 1993
 JU4449'RECOVERED IN GOOD CONDITION.
 JU4449
 JU4449                          STATION RECOVERY (2000)
 JU4449
 JU4449'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2000 (THS)
 JU4449'CONCRETE MONUMENT IS INTACT, HOWEVER SURVEY DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4450 ***********************************************************************
 JU4450  DESIGNATION -  PORT 2
 JU4450  PID         -  JU4450
 JU4450  STATE/COUNTY-  NJ/ATLANTIC
 JU4450  USGS QUAD   -  NEW GRETNA (1977)
 JU4450
 JU4450                         *CURRENT SURVEY CONTROL
 JU4450  ___________________________________________________________________
 JU4450* NAD 83(1996)-  39 32 49.47290(N)    074 27 59.71025(W)     ADJUSTED  
 JU4450* NAVD 88     -         8.2    (meters)      27.     (feet)  GPS OBS   
 JU4450  ___________________________________________________________________
 JU4450  X           -   1,318,879.012 (meters)                     COMP
 JU4450  Y           -  -4,744,976.802 (meters)                     COMP
 JU4450  Z           -   4,039,318.927 (meters)                     COMP
 JU4450  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 JU4450  ELLIP HEIGHT-         -25.46  (meters)          (10/23/02) GPS OBS
 JU4450  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JU4450
 JU4450  HORZ ORDER  -  FIRST
 JU4450  ELLP ORDER  -  FOURTH    CLASS I
 JU4450
 JU4450.The horizontal coordinates were established by GPS observations
 JU4450.and adjusted by the National Geodetic Survey in May 1999..
 JU4450
 JU4450.The orthometric height was determined by GPS observations and a
 JU4450.high-resolution geoid model.
 JU4450
 JU4450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4450
 JU4450.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4450
 JU4450.The ellipsoidal height was determined by GPS observations
 JU4450.and is referenced to NAD 83.
 JU4450
 JU4450.The geoid height was determined by GEOID03.
 JU4450
 JU4450;                    North         East     Units Scale Factor Converg.
 JU4450;SPC NJ       -    79,231.668   152,871.810   MT  0.99990010   +0 01 16.6
 JU4450;SPC NJ       -   259,945.90    501,546.93   sFT  0.99990010   +0 01 16.6
 JU4450;UTM  18      - 4,377,624.871   545,831.567   MT  0.99962586   +0 20 22.7
 JU4450
 JU4450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4450!SPC NJ       -   1.00000399  x   0.99990010  =   0.99990409
 JU4450!UTM  18      -   1.00000399  x   0.99962586  =   0.99962985
 JU4450
 JU4450:                Primary Azimuth Mark                     Grid Az
 JU4450:SPC NJ       -  PORT 1                                   213 05 47.9
 JU4450:UTM  18      -  PORT 1                                   212 46 41.8
 JU4450
 JU4450|---------------------------------------------------------------------|
 JU4450| PID    Reference Object                     Distance      Geod. Az  |
 JU4450|                                                           dddmmss.s |
 JU4450| JU4449 PORT 1                              440.081 METERS 2130704.5 |
 JU4450|---------------------------------------------------------------------|
 JU4450
 JU4450                          SUPERSEDED SURVEY CONTROL
 JU4450
 JU4450  ELLIP H (05/14/99)  -25.49   (m)                       GP(       ) 4 1
 JU4450  NAD 83(1992)-  39 32 49.47043(N)    074 27 59.70881(W) AD(       ) 1
 JU4450  ELLIP H (04/25/94)  -25.54   (m)                       GP(       ) 3 1
 JU4450
 JU4450.Superseded values are not recommended for survey control.
 JU4450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4450.See file dsdata.txt to determine how the superseded data were derived.
 JU4450
 JU4450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4583277625(NAD 83)
 JU4450_MARKER: DD = SURVEY DISK
 JU4450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4450_SP_SET: CONCRETE POST
 JU4450_STAMPING: PORT 2 1993
 JU4450_MARK LOGO: NJHA  
 JU4450_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4450+STABILITY: SURFACE MOTION
 JU4450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4450+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 JU4450
 JU4450  HISTORY     - Date     Condition        Report By
 JU4450  HISTORY     - 1993     MONUMENTED       NJHA
 JU4450  HISTORY     - 20020717 GOOD             NJDEP
 JU4450
 JU4450                          STATION DESCRIPTION
 JU4450
 JU4450'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1993
 JU4450'THE STATION IS LOCATED IN THE CITY OF PORT REPUBLIC IN THE BERM AREA
 JU4450'AT THE SOUTH END OF THE BRIDGE CARRYING ROUTE 9 CONNECTOR RAMP OVER
 JU4450'THE GARDEN STATE PARKWAY AT INTERCHANGE 48.  THE STATION, SET FLUSH
 JU4450'TO THE GROUND AT THE WESTERLY SIDE OF THE RAMP, IS 4.1 FT (1.2 M)
 JU4450'WEST SOUTHWEST FROM THE BACK OF GUIDE RAIL AT THE WESTERLY SIDE OF THE
 JU4450'RAMP, 34.0 FT (10.4 M) WEST SOUTHWEST FROM POLE NUMBER 29420 AT THE
 JU4450'EASTERLY SIDE OF THE RAMP AND 9.8 FT (3.0 M) SOUTH FROM THE EAST
 JU4450'CORNER OF SHEAR FACE ABUTMENT WALL AT THE WEST SIDE OF RAMP.
 JU4450
 JU4450                          STATION RECOVERY (2002)
 JU4450
 JU4450'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2002 (MAP)
 JU4450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4790 ***********************************************************************
 KV4790  DESIGNATION -  PORT NEWARK AIR MAIL PO CUP
 KV4790  PID         -  KV4790
 KV4790  STATE/COUNTY-  NJ/ESSEX
 KV4790  USGS QUAD   -  ELIZABETH (1995)
 KV4790
 KV4790                         *CURRENT SURVEY CONTROL
 KV4790  ___________________________________________________________________
 KV4790* NAD 83(1996)-  40 42 18.86782(N)    074 09 15.42095(W)     ADJUSTED  
 KV4790* NAVD 88     -                                                        
 KV4790  ___________________________________________________________________
 KV4790  LAPLACE CORR-           6.00  (seconds)                    DEFLEC99
 KV4790  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KV4790
 KV4790  HORZ ORDER  -  THIRD
 KV4790
 KV4790.This mark is at Newark Airport (EWR)
 KV4790
 KV4790.The horizontal coordinates were established by classical geodetic methods
 KV4790.and adjusted by the National Geodetic Survey in September 1999..
 KV4790
 KV4790
 KV4790.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4790
 KV4790.The geoid height was determined by GEOID03.
 KV4790
 KV4790;                    North         East     Units Scale Factor Converg.
 KV4790;SPC NJ       -   207,875.024   179,213.212   MT  0.99991050   +0 13 31.7
 KV4790;SPC NJ       -   682,003.31    587,968.68   sFT  0.99991050   +0 13 31.7
 KV4790;SPC NY L     -    59,817.877   286,961.697   MT  0.99999808   -0 06 03.3
 KV4790;SPC NY L     -   196,252.48    941,473.50   sFT  0.99999808   -0 06 03.3
 KV4790;UTM  18      - 4,506,380.740   571,442.354   MT  0.99966282   +0 33 05.7
 KV4790
 KV4790                          SUPERSEDED SURVEY CONTROL
 KV4790
 KV4790  NAD 83(1996)-  40 42 18.86770(N)    074 09 15.42108(W) AD(       ) 4
 KV4790  NAD 83(1986)-  40 42 18.86660(N)    074 09 15.42336(W) AD(       ) 4
 KV4790  NAD 27      -  40 42 18.50000(N)    074 09 16.90400(W) AD(       ) 3
 KV4790
 KV4790.Superseded values are not recommended for survey control.
 KV4790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4790.See file dsdata.txt to determine how the superseded data were derived.
 KV4790
 KV4790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7144206381(NAD 83)
 KV4790_MARKER: 86 = CUPOLA
 KV4790
 KV4790  HISTORY     - Date     Condition        Report By
 KV4790  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4790  HISTORY     - 1946     GOOD             CGS
 KV4790  HISTORY     - 20010315 MARK NOT FOUND   PORANY
 KV4790
 KV4790                          STATION DESCRIPTION
 KV4790
 KV4790'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4790'THIS STATION IS JUST W OF PORT NEWARK, IN THE NE CORNER OF
 KV4790'NEWARK AIRPORT, ON THE S SIDE OF PORT STREET OPPOSITE MAY
 KV4790'AVENUE.  IT IS ATOP THE NEWARK AIR MAIL POST OFFICE, A NEW
 KV4790'TWO-STORY, FLAT-ROOFED RED BRICK STRUCTURE.
 KV4790'
 KV4790'THE STATION IS THE CONSPICUOUS IRON-AND-GLASS OBSERVING CUPOLA
 KV4790'CENTERED ON THE ROOF, AN OCTAGONAL, PEAK-ROOFED STRUCTURE
 KV4790'APPROXIMATELY 11 FEET IN DIAMETER AND 11 FEET HIGH.
 KV4790'
 KV4790'STATION IS THE CUPOLA-APEX, APPROXIMATELY 60 FEET ABOVE
 KV4790'GROUND.  THERE IS ALSO A MONUMENTED STATION ON THE SAME ROOF.
 KV4790'
 KV4790'CARE SHOULD BE TAKEN NOT TO OBSERVE ON A SMALL RED LIGHT
 KV4790'PROJECTING UPWARD FROM THE CUPOLA ROOF AND ECCENTRIC TO THE ROOF
 KV4790'APEX.
 KV4790
 KV4790                          STATION RECOVERY (1946)
 KV4790
 KV4790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAN)
 KV4790'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  THE BUILDING IS
 KV4790'NO LONGER USED AS AIRMAIL POST OFFICE, AND IS NOW A PORTION OF
 KV4790'THE NEWARK ARMY AIR BASE.
 KV4790
 KV4790                          STATION RECOVERY (2001)
 KV4790
 KV4790'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV4790'CUPOLA REMOVER FROM ROOF OF BUILDING NUMBER 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4772 ***********************************************************************
 KV4772  DESIGNATION -  PORT NEWARK E P N TANK
 KV4772  PID         -  KV4772
 KV4772  STATE/COUNTY-  NJ/ESSEX
 KV4772  USGS QUAD   -  ELIZABETH (1995)
 KV4772
 KV4772                         *CURRENT SURVEY CONTROL
 KV4772  ___________________________________________________________________
 KV4772* NAD 83(1996)-  40 41 48.12736(N)    074 08 06.69427(W)     ADJUSTED  
 KV4772* NAVD 88     -                                                        
 KV4772  ___________________________________________________________________
 KV4772  LAPLACE CORR-           6.04  (seconds)                    DEFLEC99
 KV4772  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KV4772
 KV4772  HORZ ORDER  -  THIRD
 KV4772
 KV4772.The horizontal coordinates were established by classical geodetic methods
 KV4772.and adjusted by the National Geodetic Survey in September 1999..
 KV4772
 KV4772
 KV4772.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4772
 KV4772.The geoid height was determined by GEOID03.
 KV4772
 KV4772;                    North         East     Units Scale Factor Converg.
 KV4772;SPC NJ       -   206,933.397   180,830.330   MT  0.99991170   +0 14 16.4
 KV4772;SPC NJ       -   678,913.99    593,274.17   sFT  0.99991170   +0 14 16.4
 KV4772;SPC NY L     -    58,866.972   288,573.566   MT  0.99999847   -0 05 18.3
 KV4772;SPC NY L     -   193,132.72    946,761.77   sFT  0.99999847   -0 05 18.3
 KV4772;UTM  18      - 4,505,448.562   573,064.404   MT  0.99966571   +0 33 50.1
 KV4772
 KV4772                          SUPERSEDED SURVEY CONTROL
 KV4772
 KV4772  NAD 83(1996)-  40 41 48.12725(N)    074 08 06.69436(W) AD(       ) 4
 KV4772  NAD 83(1986)-  40 41 48.12431(N)    074 08 06.69728(W) AD(       ) 4
 KV4772  NAD 27      -  40 41 47.75600(N)    074 08 08.18000(W) AD(       ) 3
 KV4772
 KV4772.Superseded values are not recommended for survey control.
 KV4772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4772.See file dsdata.txt to determine how the superseded data were derived.
 KV4772
 KV4772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7306405449(NAD 83)
 KV4772_MARKER: 51 = TANK
 KV4772
 KV4772  HISTORY     - Date     Condition        Report By
 KV4772  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4772
 KV4772                          STATION DESCRIPTION
 KV4772
 KV4772'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4760 ***********************************************************************
 KV4760  DESIGNATION -  PORT NEWARK WEYERH TIMBER TANK
 KV4760  PID         -  KV4760
 KV4760  STATE/COUNTY-  NJ/ESSEX
 KV4760  USGS QUAD   -  ELIZABETH (1995)
 KV4760
 KV4760                         *CURRENT SURVEY CONTROL
 KV4760  ___________________________________________________________________
 KV4760* NAD 83(1996)-  40 41 37.37876(N)    074 08 51.29301(W)     ADJUSTED  
 KV4760* NAVD 88     -                                                        
 KV4760  ___________________________________________________________________
 KV4760  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 KV4760  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV4760
 KV4760  HORZ ORDER  -  THIRD
 KV4760
 KV4760.The horizontal coordinates were established by classical geodetic methods
 KV4760.and adjusted by the National Geodetic Survey in September 1999..
 KV4760
 KV4760
 KV4760.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4760
 KV4760.The geoid height was determined by GEOID03.
 KV4760
 KV4760;                    North         East     Units Scale Factor Converg.
 KV4760;SPC NJ       -   206,597.598   179,784.686   MT  0.99991092   +0 13 47.2
 KV4760;SPC NJ       -   677,812.29    589,843.59   sFT  0.99991092   +0 13 47.2
 KV4760;SPC NY L     -    58,537.105   287,525.935   MT  0.99999861   -0 05 47.5
 KV4760;SPC NY L     -   192,050.49    943,324.67   sFT  0.99999861   -0 05 47.5
 KV4760;UTM  18      - 4,505,106.903   572,020.945   MT  0.99966384   +0 33 20.9
 KV4760
 KV4760                          SUPERSEDED SURVEY CONTROL
 KV4760
 KV4760  NAD 83(1996)-  40 41 37.37866(N)    074 08 51.29312(W) AD(       ) 4
 KV4760  NAD 83(1986)-  40 41 37.37718(N)    074 08 51.29489(W) AD(       ) 4
 KV4760  NAD 27      -  40 41 37.00800(N)    074 08 52.77600(W) AD(       ) 3
 KV4760
 KV4760.Superseded values are not recommended for survey control.
 KV4760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4760.See file dsdata.txt to determine how the superseded data were derived.
 KV4760
 KV4760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7202105107(NAD 83)
 KV4760_MARKER: 51 = TANK
 KV4760
 KV4760  HISTORY     - Date     Condition        Report By
 KV4760  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4760  HISTORY     - 1963     GOOD             CGS
 KV4760  HISTORY     - 20010314 MARK NOT FOUND   PORANY
 KV4760
 KV4760                          STATION DESCRIPTION
 KV4760
 KV4760'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4760'THE PROMINENT TANK IN PORT NEWARK, JUST E OF THE SEARS-ROEBUCK
 KV4760'PLANT, ON THE S SIDE OF MARSH STREET JUST E OF UNNAMED STREET, IN
 KV4760'THE PROPERTY OF THE WEYERHAEUSER TIMBER COMPANY, RISING JUST S OF
 KV4760'THE LONGEST AND LARGEST BUILDING IN THE VICINITY.  IT IS AN
 KV4760'ORDINARY TYPE, CONICAL TOP, BLACK, IRON, WATER TANK.
 KV4760'
 KV4760'THE STATION IS THE TANKS BALL-APEX, 130 FEET ABOVE THE GROUND.
 KV4760
 KV4760                          STATION RECOVERY (1963)
 KV4760
 KV4760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ETO)
 KV4760'THE STATION IS A BALL ON TOP OF A CONICAL TOPPED, SILVER WATER
 KV4760'TANK.  THE TANK IS IN PORT NEWARK EAST OF THE NEW JERSEY TURNPIKE
 KV4760'AND LOCATED IN THE CENTER OF THE WEYERHAEUSER TIMBER CO. YARD.
 KV4760
 KV4760                          STATION RECOVERY (2001)
 KV4760
 KV4760'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV4760'AREA REBUILT IN LATE 1960'S EARLY 1970'S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4578 ***********************************************************************
 KV4578  DESIGNATION -  PORT READING READING CO N TANK
 KV4578  PID         -  KV4578
 KV4578  STATE/COUNTY-  NJ/MIDDLESEX
 KV4578  USGS QUAD   -  ARTHUR KILL (1981)
 KV4578
 KV4578                         *CURRENT SURVEY CONTROL
 KV4578  ___________________________________________________________________
 KV4578* NAD 83(1996)-  40 34 00.90781(N)    074 13 54.81798(W)     ADJUSTED  
 KV4578* NAVD 88     -                                                        
 KV4578  ___________________________________________________________________
 KV4578  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 KV4578  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KV4578
 KV4578  HORZ ORDER  -  THIRD
 KV4578
 KV4578.The horizontal coordinates were established by classical geodetic methods
 KV4578.and adjusted by the National Geodetic Survey in September 1999..
 KV4578
 KV4578
 KV4578.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4578
 KV4578.The geoid height was determined by GEOID03.
 KV4578
 KV4578;                    North         East     Units Scale Factor Converg.
 KV4578;SPC NJ       -   192,493.372   172,701.900   MT  0.99990634   +0 10 27.7
 KV4578;SPC NJ       -   631,538.67    566,606.15   sFT  0.99990634   +0 10 27.7
 KV4578;SPC NY L     -    44,472.105   280,362.305   MT  1.00000705   -0 09 06.0
 KV4578;SPC NY L     -   145,905.56    919,822.00   sFT  1.00000705   -0 09 06.0
 KV4578;UTM  18      - 4,490,966.200   565,020.182   MT  0.99965204   +0 29 58.4
 KV4578
 KV4578                          SUPERSEDED SURVEY CONTROL
 KV4578
 KV4578  NAD 83(1996)-  40 34 00.90775(N)    074 13 54.81844(W) AD(       ) 4
 KV4578  NAD 83(1986)-  40 34 00.90952(N)    074 13 54.81276(W) AD(       ) 4
 KV4578  NAD 27      -  40 34 00.53500(N)    074 13 56.29300(W) AD(       ) 3
 KV4578
 KV4578.Superseded values are not recommended for survey control.
 KV4578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4578.See file dsdata.txt to determine how the superseded data were derived.
 KV4578
 KV4578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6502090966(NAD 83)
 KV4578_MARKER: 51 = TANK
 KV4578
 KV4578  HISTORY     - Date     Condition        Report By
 KV4578  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4578
 KV4578                          STATION DESCRIPTION
 KV4578
 KV4578'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4578'STATION IS THE NORTHERLY OF TWIN TANKS IN PORT READING,
 KV4578'APPROXIMATELY 250 METERS S OF WOODBRIDGE AVENUE AND APPROXIMATELY
 KV4578'50 METERS W OF A DIRT ROAD, ON THE PROPERTY OF THE READING
 KV4578'COMPANY.  IT IS A CYLINDRICAL, WOODEN TANK (20.2-METER
 KV4578'CIRCUMFERENCE) WITH OCTAGONAL-PYRAMIDAL TOP.
 KV4578'
 KV4578'THE STATION IS THE TANKS POLE-APEX, APPROXIMATELY 25 FEET
 KV4578'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4579 ***********************************************************************
 KV4579  DESIGNATION -  PORT READING READING CO S TANK
 KV4579  PID         -  KV4579
 KV4579  STATE/COUNTY-  NJ/MIDDLESEX
 KV4579  USGS QUAD   -  ARTHUR KILL (1981)
 KV4579
 KV4579                         *CURRENT SURVEY CONTROL
 KV4579  ___________________________________________________________________
 KV4579* NAD 83(1996)-  40 34 00.51005(N)    074 13 54.82835(W)     ADJUSTED  
 KV4579* NAVD 88     -                                                        
 KV4579  ___________________________________________________________________
 KV4579  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 KV4579  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KV4579
 KV4579  HORZ ORDER  -  THIRD
 KV4579
 KV4579.The horizontal coordinates were established by classical geodetic methods
 KV4579.and adjusted by the National Geodetic Survey in September 1999..
 KV4579
 KV4579
 KV4579.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4579
 KV4579.The geoid height was determined by GEOID03.
 KV4579
 KV4579;                    North         East     Units Scale Factor Converg.
 KV4579;SPC NJ       -   192,481.103   172,701.694   MT  0.99990634   +0 10 27.7
 KV4579;SPC NJ       -   631,498.42    566,605.47   sFT  0.99990634   +0 10 27.7
 KV4579;SPC NY L     -    44,459.836   280,362.028   MT  1.00000706   -0 09 06.0
 KV4579;SPC NY L     -   145,865.31    919,821.09   sFT  1.00000706   -0 09 06.0
 KV4579;UTM  18      - 4,490,953.933   565,020.045   MT  0.99965204   +0 29 58.3
 KV4579
 KV4579                          SUPERSEDED SURVEY CONTROL
 KV4579
 KV4579  NAD 83(1996)-  40 34 00.50999(N)    074 13 54.82882(W) AD(       ) 4
 KV4579  NAD 83(1986)-  40 34 00.51177(N)    074 13 54.82315(W) AD(       ) 4
 KV4579  NAD 27      -  40 34 00.13700(N)    074 13 56.30300(W) AD(       ) 3
 KV4579
 KV4579.Superseded values are not recommended for survey control.
 KV4579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4579.See file dsdata.txt to determine how the superseded data were derived.
 KV4579
 KV4579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6502090954(NAD 83)
 KV4579_MARKER: 51 = TANK
 KV4579
 KV4579  HISTORY     - Date     Condition        Report By
 KV4579  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4579
 KV4579                          STATION DESCRIPTION
 KV4579
 KV4579'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4579'THE SOUTHERLY OF TWIN TANKS IN PORT READING, APPROXIMATELY 250
 KV4579'METERS S OF WOODBRIDGE AVENUE AND APPROXIMATELY 50 METERS W OF
 KV4579'A DIRT ROAD, ON THE PROPERTY OF THE READING COMPANY.  IT IS A
 KV4579'CYLINDRICAL, WOODEN TANK (20.2-METER CIRCUMFERENCE) WITH
 KV4579'OCTAGONAL-PYRAMIDAL TOP.
 KV4579'
 KV4579'THE STATION IS THE TANKS POLE-APEX, APPROXIMATELY 25 FEET
 KV4579'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5850 ***********************************************************************
 KV5850  DESIGNATION -  PORTER
 KV5850  PID         -  KV5850
 KV5850  STATE/COUNTY-  NJ/HUNTERDON
 KV5850  USGS QUAD   -  BLOOMSBURY (1970)
 KV5850
 KV5850                         *CURRENT SURVEY CONTROL
 KV5850  ___________________________________________________________________
 KV5850* NAD 83(1996)-  40 37 54.07869(N)    075 03 06.32259(W)     ADJUSTED  
 KV5850* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV5850  ___________________________________________________________________
 KV5850  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 KV5850  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KV5850
 KV5850  HORZ ORDER  -  FIRST
 KV5850
 KV5850.The horizontal coordinates were established by classical geodetic methods
 KV5850.and adjusted by the National Geodetic Survey in September 1999..
 KV5850
 KV5850.The orthometric height was scaled from a topographic map.
 KV5850
 KV5850.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5850
 KV5850.The geoid height was determined by GEOID03.
 KV5850
 KV5850;                    North         East     Units Scale Factor Converg.
 KV5850;SPC NJ       -   199,796.888   103,324.992   MT  0.99992681   -0 21 33.5
 KV5850;SPC NJ       -   655,500.29    338,992.08   sFT  0.99992681   -0 21 33.5
 KV5850;SPC PA S     -   147,650.916   828,232.609   MT  0.99996448   +1 45 02.2
 KV5850;SPC PA S     -   484,418.05  2,717,293.15   sFT  0.99996448   +1 45 02.2
 KV5850;UTM  18      - 4,497,873.591   495,623.078   MT  0.99960024   -0 02 01.3
 KV5850
 KV5850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5850!SPC NJ       -   1.00000535  x   0.99992681  =   0.99993216
 KV5850!SPC PA S     -   1.00000535  x   0.99996448  =   0.99996983
 KV5850!UTM  18      -   1.00000535  x   0.99960024  =   0.99960559
 KV5850
 KV5850:                Primary Azimuth Mark                     Grid Az
 KV5850:SPC NJ       -  AIRWAY BN 67B NE OF PORTER               049 21 06.1
 KV5850:SPC PA S     -  AIRWAY BN 67B NE OF PORTER               047 14 30.4
 KV5850:UTM  18      -  AIRWAY BN 67B NE OF PORTER               049 01 33.9
 KV5850
 KV5850|---------------------------------------------------------------------|
 KV5850| PID    Reference Object                     Distance      Geod. Az  |
 KV5850|                                                           dddmmss.s |
 KV5850| KV3577 AIRWAY BN 67B NE OF PORTER          APPROX. 2.7 KM 0485932.6 |
 KV5850| KV5821 GLEN GARDNER TANK                   APPROX.13.2 KM 0573516.4 |
 KV5850| KV5819 AIRWAY BEACON 68                    APPROX.21.6 KM 0953057.9 |
 KV5850| KV1690 PORTER AZ MK                                       1205526.5 |
 KV5850| CB4174 PORTER RM 1                          27.920 METERS 13239     |
 KV5850| KV3581 MILFORD RIEGEL PAPER CO STACK       APPROX. 8.4 KM 2004125.3 |
 KV5850| CB4175 PORTER RM 2                          65.980 METERS 21227     |
 KV5850| KV3595 EASTON AIR BEACON 66                APPROX.14.1 KM 2850442.3 |
 KV5850|---------------------------------------------------------------------|
 KV5850
 KV5850                          SUPERSEDED SURVEY CONTROL
 KV5850
 KV5850  NAD 83(1986)-  40 37 54.07660(N)    075 03 06.32587(W) AD(       ) 1
 KV5850  NAD 27      -  40 37 53.71200(N)    075 03 07.70700(W) AD(       ) 1
 KV5850
 KV5850.Superseded values are not recommended for survey control.
 KV5850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5850.See file dsdata.txt to determine how the superseded data were derived.
 KV5850
 KV5850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9562397874(NAD 83)
 KV5850_MARKER: DS = TRIANGULATION STATION DISK
 KV5850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5850_STAMPING: PORTER 1929
 KV5850_MARK LOGO: CGS   
 KV5850_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5850+STABILITY: SURFACE MOTION
 KV5850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5850+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1993
 KV5850
 KV5850  HISTORY     - Date     Condition        Report By
 KV5850  HISTORY     - 1929     MONUMENTED       CGS
 KV5850  HISTORY     - 1933     GOOD             CGS
 KV5850  HISTORY     - 1937     GOOD             NJGS
 KV5850  HISTORY     - 1942     GOOD             CGS
 KV5850  HISTORY     - 19930129 GOOD             NJGS
 KV5850
 KV5850                          STATION DESCRIPTION
 KV5850
 KV5850'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 KV5850'STATION IS IN ALEXANDRIA TOWNSHIP, ABOUT 10 MILES SE OF EASTON,
 KV5850'PA. AND ABOUT 2.5 MILES W OF PATTENBURG, NEAR A SUMMIT OF
 KV5850'MUSCONETCONG MOUNTAIN AND ON LAND OWNED BY JOHN W. PORTER.
 KV5850'
 KV5850'STATION IS ABOUT 100 METERS W OF MR. PORTERS DWELLING, AT
 KV5850'THE S EDGE OF A WOODLAND THAT COVERS THE TOP OF THE RIDGE, AND
 KV5850'IS 33 METERS NW OF WHERE A ROADWAY ENTERS THE WOODLAND AND LEADS
 KV5850'ALONG S SIDE OF SAME.  STATION IS ABOUT 32 METERS NW OF CENTER
 KV5850'OF ROADWAY, 6.7 METERS NW OF THE REMAINS OF AN OLD FENCE, AND
 KV5850'IS 10 METERS SW OF AN OLD RAIL FENCE.  STATION IS NOT ON TOP OF
 KV5850'RIDGE, BUT IS ABOUT 50 METERS SSE OF THE TOP.
 KV5850'
 KV5850'SURFACE, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 KV5850'CONCRETE, AS DESCRIBED.
 KV5850'
 KV5850'THE UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE IN
 KV5850'BEDROCK.
 KV5850'
 KV5850'REFERENCE MARK NO.1 IS IN SE FENCE CORNER, AT NW SIDE OF ROCK
 KV5850'PILE IN FENCE CORNER AT DRAW BARS, AND EXTENDS ABOUT 6 INCHES
 KV5850'ABOVE GROUND.
 KV5850'
 KV5850'REFERENCE MARK NO.2 IS IN LINE WITH RAIL FENCE, ALONG S SIDE
 KV5850'OF WOODLAND AND EXTENDS 6 INCHES ABOVE GROUND.
 KV5850'
 KV5850'TO REACH STATION FROM EASTON TAKE HIGHWAY 28 OUT OF
 KV5850'PHILLIPSBURG TO A POINT ABOUT 5 MILES E OF BLOOMSBURY AT A SIGN
 KV5850'BLOOMSBURY 5 MILES AND PATTENBURG 1 MILE.  HERE TAKE THE ROAD
 KV5850'LEADING TO THE RIGHT TO PATTENBURG, 1.3 MILES DISTANT, HERE
 KV5850'CONTINUE AHEAD ON MACADAM ROAD TOWARD LITTLE YORK ABOUT 1.3
 KV5850'MILES TO A CROSS ROAD AT A WHITE HOUSE WITH A HEMLOCK TREE IN
 KV5850'FRONT CORNER.  TURN RIGHT AND FOLLOW DIRT ROAD N ABOUT 3/4
 KV5850'MILE TO MR. PORTERS HOUSE, THENCE 100 YARDS W TO THE STATION.
 KV5850'
 KV5850'HEIGHT OF SIGNAL ABOVE STATION MARK - 30.7 METERS.
 KV5850
 KV5850                          STATION RECOVERY (1933)
 KV5850
 KV5850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5850'THIS STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 KV5850'CONDITION.  THE ORIGINAL 1929 DESCRIPTION IS ENTIRELY ADEQUATE.
 KV5850
 KV5850                          STATION RECOVERY (1937)
 KV5850
 KV5850'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1937
 KV5850'RECOVERED IN GOOD CONDITION AS DESCRIBED.  AN AZIMUTH MARK WAS
 KV5850'SET ON THE N SIDE OF A WOODS ROAD ON THE PROPERTY OF RUSSELL
 KV5850'WRIGHT IN UNION TOWNSHIP.  IT IS A STANDARD N.J.G.C.S. BRONZE
 KV5850'DISK, STAMPED 4645, SET IN CONCRETE 0.5 FOOT BELOW GROUND
 KV5850'SURFACE, 27.95 FEET N OF A NAIL IN AN 8-INCH OAK ON THE S SIDE OF
 KV5850'WOODS ROAD, 5.06 FEET W OF NAIL IN A 4-INCH OAK, AND 10.55 FEET
 KV5850'NE OF NAIL IN 4-INCH MAPLE.
 KV5850'
 KV5850'TO REACH THE MARK FROM PATTENBURG, GO SW 0.6 MILE ON MACADAM
 KV5850'ROAD LEADING TO LITTLE YORK, AT INTERSECTION TURN LEFT ON DIRT
 KV5850'ROAD TO JUTLAND, AND PROCEED 0.5 MILE, BEAR RIGHT ON WOODS ROAD
 KV5850'AND GO ABOUT 250 FEET TO AZIMUTH MARK ON RIGHT.
 KV5850
 KV5850                          STATION RECOVERY (1942)
 KV5850
 KV5850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV5850'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT FOR THE FACT THAT
 KV5850'IT IS NO LONGER AT THE EDGE OF THE WOODS DUE TO THE GROWTH OF
 KV5850'TREES.  NONE OF THE RAIL FENCES REMAIN.  ALL THE MARKS WERE
 KV5850'RECOVERED AND FOUND IN EXCELLENT CONDITION.  DISTANCE TO
 KV5850'REFERENCE MARK NO.1 IS 27.920 METERS INSTEAD OF 27.930
 KV5850'METERS.  STATE SURVEY MONUMENT 4645 ESTABLISHED AS AN AZIMUTH
 KV5850'MARK BY THE NEW JERSEY GEODETIC SURVEY IN 1937 WAS NOT
 KV5850'RECOVERED.  A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS
 KV5850'PARTY.  THE LAND PREVIOUSLY OWNED BY JOHN W. PORTER IS NOW
 KV5850'OWNED BY NATHAN GLOTSTEIN.  A COMPLETE NEW DESCRIPTION
 KV5850'FOLLOWS--
 KV5850'
 KV5850'THE STATION MARK IS ABOUT 2.5 MILES S OF
 KV5850'BLOOMSBURY ON THE PROPERTY OF NATHAN GLOTSTEIN, ABOUT 165 FEET
 KV5850'SSE OF A SUMMIT OF MUSCONETCONG MOUNTAIN.  IT IS IN THE S EDGE OF
 KV5850'THE WOODS THAT COVERS THE RIDGE, ABOUT 300 FEET W OF THE MAIN
 KV5850'ROAD, 102 FEET NW OF THE WOODS ROAD AT THE POINT WHERE IT ENTERS
 KV5850'THE WOODS, 112 FEET NW OF A RAIL FENCE, AND 30 FEET SW OF A
 KV5850'BARBED WIRE FENCE.  IT IS STAMPED PORTER 1929 AND PROJECTS
 KV5850'ABOUT 4 INCHES.
 KV5850'
 KV5850'REFERENCE MARK NO.1 IS SE OF THE STATION, 12 FEET
 KV5850'WNW OF THE SW FENCE CORNER, AT THE NW EDGE OF A PILE OF ROCKS
 KV5850'AND BRICKS, AND 12 FEET N OF AN OLD UNUSED ROAD.  IT IS STAMPED
 KV5850'PORTER NO.1 1929 AND PROJECTS ABOUT 6 INCHES.
 KV5850'
 KV5850'REFERENCE MARK NO.2 IS SW OF THE STATION, IN A
 KV5850'BARBED WIRE FENCE LINE, 20 FEET N OF THE S EDGE OF THE WOODS AND
 KV5850'6 FEET S OF THE CENTER OF AN OLD UNUSED ROAD.  IT IS STAMPED
 KV5850'PORTER NO.2 1929 AND PROJECTS ABOUT 6 INCHES.
 KV5850'
 KV5850'THE AZIMUTH MARK IS A STANDARD DISK SET IN CONCRETE
 KV5850'MONUMENT.  MARK IS ABOUT 1 MILE ESE OF THE STATION, 24 FEET SSE
 KV5850'OF THE CENTER OF THE ROAD, AND 73 FEET S OF THE CENTER OF A DIRT
 KV5850'ROAD THAT ENTERS THE WOODS FROM THE N SIDE OF THE MACADAM ROAD.
 KV5850'IT IS STAMPED PORTER 1942 AND PROJECTS ABOUT 8 INCHES.  TO REACH
 KV5850'FROM THE STATION RETURN TO THE MACADAM ROAD, TURN RIGHT AND GO
 KV5850'SE FOR 1.35 MILES (STRAIGHT AHEAD AT CROSS ROAD) TO THE MARK
 KV5850'ON THE RIGHT.
 KV5850'
 KV5850'TO REACH THE STATION FROM THE EXTREME NW END OF THE MAIN
 KV5850'STREET IN BLOOMSBURY GO SE ON THE MAIN STREET AND EXTENSION FOR
 KV5850'2.95 MILES TO A HOUSE ON THE LEFT, DIRT ROAD AND BARN ON THE
 KV5850'RIGHT, TURN RIGHT AT BARN, CONTINUE SOUTHWESTERLY PAST CHICKEN
 KV5850'HOUSE AND ENTER A DIM ROAD THROUGH THE RIGHT OF TWO GATES.  THE
 KV5850'STATION IS 102 FEET TO THE RIGHT.
 KV5850'
 KV5850'A 37-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT FILAX.
 KV5850'
 KV5850'A 37-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT CRAIG.
 KV5850'
 KV5850'A 37-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT GAME.
 KV5850'
 KV5850'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT GARDEN 1929.
 KV5850'
 KV5850'A 50-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT HAYCOCK 2 1929.
 KV5850
 KV5850                          STATION RECOVERY (1993)
 KV5850
 KV5850'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (ECB)
 KV5850'THE STATION IS LOCATED IN ALEXANDRIA TOWNSHIP.  TO REACH THE STATION
 KV5850'FROM THE INTERSECTION OF COUNTY ROAD 579 AND THE MUSCONETCONG RIVER IN
 KV5850'BLOOMSBURY, GO SOUTH ON COUNTY ROAD 579 FOR 3.1 MI (5.0 KM) TO THE
 KV5850'DRIVEWAY FOR HOUSE NUMBER 326, A TWO STORY COLONIAL STYLE DWELLING ON
 KV5850'THE RIGHT.  TURN RIGHT AND GO UP THE DRIVEWAY, PARK TRUCK AND PACK
 KV5850'SOUTHWEST INTO THE WOODS TO AN OLD STONE FENCE LINE.  THE STATION IS
 KV5850'ABOUT 7.0 M (23.0 FT) BEYOND THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1690 ***********************************************************************
 KV1690  DESIGNATION -  PORTER AZ MK
 KV1690  PID         -  KV1690
 KV1690  STATE/COUNTY-  NJ/HUNTERDON
 KV1690  USGS QUAD   -  FRENCHTOWN (1997)
 KV1690
 KV1690                         *CURRENT SURVEY CONTROL
 KV1690  ___________________________________________________________________
 KV1690* NAD 83(1986)-  40 37 18.     (N)    075 01 47.     (W)     SCALED    
 KV1690* NAVD 88     -       247.077  (meters)     810.62   (feet)  ADJUSTED  
 KV1690  ___________________________________________________________________
 KV1690  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KV1690  DYNAMIC HT  -         246.957 (meters)     810.22  (feet)  COMP
 KV1690  MODELED GRAV-     980,131.3   (mgal)                       NAVD 88
 KV1690
 KV1690  VERT ORDER  -  SECOND    CLASS 0
 KV1690
 KV1690.The horizontal coordinates were scaled from a topographic map and have
 KV1690.an estimated accuracy of +/- 6 seconds.
 KV1690
 KV1690.The orthometric height was determined by differential leveling
 KV1690.and adjusted by the National Geodetic Survey in June 1991..
 KV1690
 KV1690.The geoid height was determined by GEOID03.
 KV1690
 KV1690.The dynamic height is computed by dividing the NAVD 88
 KV1690.geopotential number by the normal gravity value computed on the
 KV1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1690.degrees latitude (g = 980.6199 gals.).
 KV1690
 KV1690.The modeled gravity was interpolated from observed gravity values.
 KV1690
 KV1690;                    North         East    Units  Estimated Accuracy
 KV1690;SPC NJ       -   198,670.      105,180.      MT  (+/- 180 meters Scaled)
 KV1690
 KV1690                          SUPERSEDED SURVEY CONTROL
 KV1690
 KV1690  NGVD 29 (??/??/??)  247.312  (m)          811.39   (f) ADJUSTED    2 0
 KV1690
 KV1690.Superseded values are not recommended for survey control.
 KV1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1690.See file dsdata.txt to determine how the superseded data were derived.
 KV1690
 KV1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK974967(NAD 83)
 KV1690_MARKER: DZ = AZIMUTH MARK DISK
 KV1690_SETTING: 0 = UNSPECIFIED SETTING
 KV1690_STAMPING: PORTER 1942
 KV1690_MARK LOGO: CGS   
 KV1690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1690
 KV1690  HISTORY     - Date     Condition        Report By
 KV1690  HISTORY     - 1929     MONUMENTED       CGS
 KV1690  HISTORY     - 1942     GOOD             CGS
 KV1690
 KV1690                          STATION DESCRIPTION
 KV1690
 KV1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1690'4.5 MI SE FROM BLOOMSBURY.
 KV1690'4.3 MILES SOUTHEAST ALONG A TAR ROAD FROM THE CENTRAL RAILROAD OF
 KV1690'NEW JERSEY CROSSING AT BLOOMSBURY, HUNTERDON COUNTY, AT AN
 KV1690'UNCULTIVATED FIELD WITH SMALL TREES AND BUSHES, 75 FEET SOUTH OF
 KV1690'A DIM TRAIL ON THE EAST SIDE OF THE ROAD, 26 FEET SOUTHWEST OF
 KV1690'THE CENTERLINE OF THE ROAD, AND ABOUT 3.5 FEET HIGHER THAN THE
 KV1690'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3042 ***********************************************************************
 KV3042  DESIGNATION -  POSTLEWIS
 KV3042  PID         -  KV3042
 KV3042  STATE/COUNTY-  NJ/BURLINGTON
 KV3042  USGS QUAD   -  COLUMBUS (1981)
 KV3042
 KV3042                         *CURRENT SURVEY CONTROL
 KV3042  ___________________________________________________________________
 KV3042* NAD 83(1986)-  40 00 15.     (N)    074 38 59.     (W)     SCALED    
 KV3042* NAVD 88     -        26.195  (meters)      85.94   (feet)  ADJUSTED  
 KV3042  ___________________________________________________________________
 KV3042  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KV3042  DYNAMIC HT  -          26.184 (meters)      85.91  (feet)  COMP
 KV3042  MODELED GRAV-     980,196.8   (mgal)                       NAVD 88
 KV3042
 KV3042  VERT ORDER  -  SECOND    CLASS 0
 KV3042
 KV3042.The horizontal coordinates were scaled from a topographic map and have
 KV3042.an estimated accuracy of +/- 6 seconds.
 KV3042
 KV3042.The orthometric height was determined by differential leveling
 KV3042.and adjusted by the National Geodetic Survey in June 1991..
 KV3042
 KV3042.The geoid height was determined by GEOID03.
 KV3042
 KV3042.The dynamic height is computed by dividing the NAVD 88
 KV3042.geopotential number by the normal gravity value computed on the
 KV3042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3042.degrees latitude (g = 980.6199 gals.).
 KV3042
 KV3042.The modeled gravity was interpolated from observed gravity values.
 KV3042
 KV3042;                    North         East    Units  Estimated Accuracy
 KV3042;SPC NJ       -   129,990.      137,220.      MT  (+/- 180 meters Scaled)
 KV3042
 KV3042                          SUPERSEDED SURVEY CONTROL
 KV3042
 KV3042  NGVD 29 (??/??/??)   26.564  (m)           87.15   (f) ADJUSTED    2 0
 KV3042
 KV3042.Superseded values are not recommended for survey control.
 KV3042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3042.See file dsdata.txt to determine how the superseded data were derived.
 KV3042
 KV3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK298282(NAD 83)
 KV3042_MARKER: B = BOLT
 KV3042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV3042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3042+STABILITY: SURFACE MOTION
 KV3042
 KV3042  HISTORY     - Date     Condition        Report By
 KV3042  HISTORY     - UNK      MONUMENTED       PRR
 KV3042  HISTORY     - 1935     GOOD             NGS
 KV3042  HISTORY     - 19950224 MARK NOT FOUND   NJGS
 KV3042
 KV3042                          STATION DESCRIPTION
 KV3042
 KV3042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KV3042'2.4 MI N FROM PEMBERTON.
 KV3042'2.4 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE CITY
 KV3042'WATER TOWER AT PEMBERTON, BURLINGTON COUNTY, AT LEWIS, AT THE
 KV3042'JUNCTION OF THE ATLANTIC RAILROAD, OPPOSITE A SMALL HOUSE AND
 KV3042'SERVICE STATION, AT POLE P.S. 237 PM, ABOUT 50 FEET SOUTH OF THE
 KV3042'CENTER LINE OF STATE HIGHWAY 38, AND 30 FEET NORTH OF THE
 KV3042'CENTER LINE OF THE TRACK.  A COPPER BOLT, SET IN THE TOP OF A STONE
 KV3042'POST.
 KV3042
 KV3042                          STATION RECOVERY (1995)
 KV3042
 KV3042'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV3042'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV3042'SEARCH BY A TWO MAN PARTY.  CONSIDERABLE IMPROVEMENTS HAVE BEEN MADE
 KV3042'TO THE AREA SINCE THE LAST RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2657 ***********************************************************************
 JU2657  DESIGNATION -  POTTERY
 JU2657  PID         -  JU2657
 JU2657  STATE/COUNTY-  NJ/OCEAN
 JU2657  USGS QUAD   -  TOMS RIVER (1989)
 JU2657
 JU2657                         *CURRENT SURVEY CONTROL
 JU2657  ___________________________________________________________________
 JU2657* NAD 83(1996)-  39 53 44.69712(N)    074 07 59.32286(W)     ADJUSTED  
 JU2657* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2657  ___________________________________________________________________
 JU2657  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 JU2657  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU2657
 JU2657  HORZ ORDER  -  THIRD
 JU2657
 JU2657.The horizontal coordinates were established by classical geodetic methods
 JU2657.and adjusted by the National Geodetic Survey in September 1999..
 JU2657
 JU2657.The orthometric height was scaled from a topographic map.
 JU2657
 JU2657.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2657
 JU2657.The geoid height was determined by GEOID03.
 JU2657
 JU2657;                    North         East     Units Scale Factor Converg.
 JU2657;SPC NJ       -   118,004.639   181,371.632   MT  0.99991211   +0 14 07.1
 JU2657;SPC NJ       -   387,153.55    595,050.10   sFT  0.99991211   +0 14 07.1
 JU2657;UTM  18      - 4,416,546.085   574,107.373   MT  0.99966761   +0 33 21.7
 JU2657
 JU2657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2657!SPC NJ       -   1.00000509  x   0.99991211  =   0.99991720
 JU2657!UTM  18      -   1.00000509  x   0.99966761  =   0.99967270
 JU2657
 JU2657:                Primary Azimuth Mark                     Grid Az
 JU2657:SPC NJ       -  SEASIDE PARK                             064 08 13.3
 JU2657:UTM  18      -  SEASIDE PARK                             063 48 58.7
 JU2657
 JU2657|---------------------------------------------------------------------|
 JU2657| PID    Reference Object                     Distance      Geod. Az  |
 JU2657|                                                           dddmmss.s |
 JU2657| JU0213 SEASIDE PARK                        APPROX. 4.8 KM 0642220.4 |
 JU2657| CB2890 POTTERY RM 1                         15.700 METERS 20641     |
 JU2657| CB2891 POTTERY RM 2                         10.770 METERS 29316     |
 JU2657|---------------------------------------------------------------------|
 JU2657
 JU2657                          SUPERSEDED SURVEY CONTROL
 JU2657
 JU2657  NAD 83(1986)-  39 53 44.69027(N)    074 07 59.31795(W) AD(       ) 3
 JU2657  NAD 27      -  39 53 44.25800(N)    074 08 00.82300(W) AD(       ) 3
 JU2657
 JU2657.Superseded values are not recommended for survey control.
 JU2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2657.See file dsdata.txt to determine how the superseded data were derived.
 JU2657
 JU2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7410716546(NAD 83)
 JU2657_MARKER: DS = TRIANGULATION STATION DISK
 JU2657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2657
 JU2657  HISTORY     - Date     Condition        Report By
 JU2657  HISTORY     - 1935     MONUMENTED       CGS
 JU2657  HISTORY     - 1951     GOOD             CGS
 JU2657  HISTORY     - 1962     GOOD             CGS
 JU2657  HISTORY     - 19960516 MARK NOT FOUND   USPSQD
 JU2657
 JU2657                          STATION DESCRIPTION
 JU2657
 JU2657'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2657'STATION IS LOCATED ON THE W SIDE OF BARNEGAT BAY, 3 MILES S OF
 JU2657'TOMS RIVER, JUST S OF THE MOUTH OF POTTER CREEK.  THE STATION IS
 JU2657'IN THE DEVELOPMENT KNOWN AS HOLLY OAKS AND IS 80 FEET W OF THE
 JU2657'HIGH-WATER LINE AND 70 FEET S OF THE NEW BULKHEAD DOCK.  IT CAN
 JU2657'BE REACHED BY EITHER TRUCK OR BOAT.
 JU2657'
 JU2657'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2657'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 JU2657'
 JU2657'STATION IS MARKED BY A STANDARD DISK STAMPED, POTTERY 1935, IN
 JU2657'A CEMENT MONUMENT 12- BY 12-INCH BY 3-FOOT, PROJECTING 6 INCHES
 JU2657'ABOVE THE SURFACE OF THE GROUND.
 JU2657'
 JU2657'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED, POTTERY 1935
 JU2657'NO.1 IN A 10- BY 10- BY 3-INCH CEMENT MONUMENT SW OF THE
 JU2657'STATION.  REFERENCE MARK NO.2 IS A SIMILAR MARK NW OF THE STATION.
 JU2657'
 JU2657'ANGLE AT R.M.NO.1 FROM R.M.NO.2 TO POTTERY IS 35 DEG 34 MIN
 JU2657'30 SEC.
 JU2657'
 JU2657'ANGLE AT R.M.NO.2 FROM POTTERY TO R.M.NO.1 IS 57 DEG 51 MIN
 JU2657'00 SEC.
 JU2657'
 JU2657'DISTANCE FROM R.M.NO.1 TO R.M.NO.2 IS 18.51 METERS.
 JU2657'
 JU2657'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 JU2657
 JU2657                          STATION RECOVERY (1951)
 JU2657
 JU2657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2657'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 JU2657'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED
 JU2657'WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED
 JU2657'DESCRIPTION IS ADEQUATE AND CORRECT WITH THE FOLLOWING
 JU2657'EXCEPTIONS--
 JU2657'
 JU2657'THE STATION MARK IS 40.0 FEET W OF THE HIGH-WATER LINE AND 28.5
 JU2657'FEET S OF THE LAST TELEPHONE POLE IN THE BLOCK.  A 4- BY 4-INCH
 JU2657'WITNESS POST WAS SET 2.0 FEET W OF THE STATION.
 JU2657
 JU2657                          STATION RECOVERY (1962)
 JU2657
 JU2657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2657'STATION MARK ONLY WAS RECOVERED, BENEATH 3 FEET OF FILL.  RMS
 JU2657'MAY BE RECOVERABLE, ALSO BENEATH THE FILL.
 JU2657'
 JU2657'TO REACH THE STATION FROM THE BAYVILLE POST OFFICE, GO
 JU2657'SOUTHERLY ON ROUTE 9 FOR 0.2 MILE TO A ROAD LEFT AT SIGN HOLLY
 JU2657'PARK, TURN LEFT AND GO 1.3 MILES TO 9TH AVENUE, TURN RIGHT ON 9TH
 JU2657'AND GO 0.1 MILE, TURN LEFT ON MAIN STREET AND GO 0.1 MILE TO THE
 JU2657'WATERS EDGE AND THE STATION ON THE RIGHT.
 JU2657
 JU2657                          STATION RECOVERY (1996)
 JU2657
 JU2657'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6500 ***********************************************************************
 KV6500  DESIGNATION -  PRALLS IS CHANNEL RNG FR LT
 KV6500  PID         -  KV6500
 KV6500  STATE/COUNTY-  NJ/UNION
 KV6500  USGS QUAD   -  ARTHUR KILL (1981)
 KV6500
 KV6500                         *CURRENT SURVEY CONTROL
 KV6500  ___________________________________________________________________
 KV6500* NAD 83(1996)-  40 36 13.21201(N)    074 12 17.68565(W)     ADJUSTED  
 KV6500* NAVD 88     -         9.3    (meters)      31.     (feet)  VERTCON   
 KV6500  ___________________________________________________________________
 KV6500  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 KV6500  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV6500
 KV6500  HORZ ORDER  -  THIRD
 KV6500
 KV6500.The horizontal coordinates were established by classical geodetic methods
 KV6500.and adjusted by the National Geodetic Survey in September 1999..
 KV6500
 KV6500.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6500
 KV6500.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6500
 KV6500.The geoid height was determined by GEOID03.
 KV6500
 KV6500;                    North         East     Units Scale Factor Converg.
 KV6500;SPC NJ       -   196,581.341   174,972.865   MT  0.99990767   +0 11 31.4
 KV6500;SPC NJ       -   644,950.62    574,056.81   sFT  0.99990767   +0 11 31.4
 KV6500;SPC NY L     -    48,547.486   282,656.722   MT  1.00000410   -0 08 02.5
 KV6500;SPC NY L     -   159,276.21    927,349.60   sFT  1.00000410   -0 08 02.5
 KV6500;SPC NY E     -   196,581.341   174,972.865   MT  0.99990767   +0 11 31.4
 KV6500;SPC NY E     -   644,950.62    574,056.81   sFT  0.99990767   +0 11 31.4
 KV6500;UTM  18      - 4,495,065.958   567,267.331   MT  0.99965570   +0 31 02.9
 KV6500
 KV6500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6500!SPC NJ       -   1.00000362  x   0.99990767  =   0.99991129
 KV6500!SPC NY L     -   1.00000362  x   1.00000410  =   1.00000772
 KV6500!SPC NY E     -   1.00000362  x   0.99990767  =   0.99991129
 KV6500!UTM  18      -   1.00000362  x   0.99965570  =   0.99965932
 KV6500
 KV6500                          SUPERSEDED SURVEY CONTROL
 KV6500
 KV6500  NAD 83(1996)-  40 36 13.21202(N)    074 12 17.68565(W) AD(       ) 4
 KV6500  NAD 83(1986)-  40 36 13.21244(N)    074 12 17.68592(W) AD(       ) 4
 KV6500  NGVD 29 (09/24/91)    9.6    (m)           31.     (f) VERT ANG       
 KV6500
 KV6500.Superseded values are not recommended for survey control.
 KV6500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6500.See file dsdata.txt to determine how the superseded data were derived.
 KV6500
 KV6500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6726795066(NAD 83)
 KV6500_MARKER: 14 = NAVIGATION LIGHT
 KV6500
 KV6500  HISTORY     - Date     Condition        Report By
 KV6500  HISTORY     - 1985     FIRST OBSERVED   B+OINC
 KV6500
 KV6500                          STATION DESCRIPTION
 KV6500
 KV6500'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6500'PUBLISHED IN COAST GUARD LIGHT LIST AS LIGHT NO. 1769.
 KV6500'
 KV6500'STATION IS LOCATED IN THE ARTHUR KILL RIVER ON THE NORTHEAST SIDE OF
 KV6500'TREMLEY POINT AT THE WEST END OF THE AMOCO OIL CO LOADING DOCK.
 KV6500'STATION IS THE CENTER OF THE RED NAVIGATION LIGHT THAT IS MOUNTED
 KV6500'ON THE TOP OF A 25-FOOT SKELETON TOWER THAT IS SUPPORTED BY 4 WOOD
 KV6500'PILINGS.  A KRW MARKER IS ATTACHED TO THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6501 ***********************************************************************
 KV6501  DESIGNATION -  PRALLS IS CHANNEL RNG R LT
 KV6501  PID         -  KV6501
 KV6501  STATE/COUNTY-  NJ/UNION
 KV6501  USGS QUAD   -  ARTHUR KILL (1981)
 KV6501
 KV6501                         *CURRENT SURVEY CONTROL
 KV6501  ___________________________________________________________________
 KV6501* NAD 83(1996)-  40 36 07.62953(N)    074 12 18.34760(W)     ADJUSTED  
 KV6501* NAVD 88     -        12.5    (meters)      41.     (feet)  VERTCON   
 KV6501  ___________________________________________________________________
 KV6501  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 KV6501  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV6501
 KV6501  HORZ ORDER  -  THIRD
 KV6501
 KV6501.The horizontal coordinates were established by classical geodetic methods
 KV6501.and adjusted by the National Geodetic Survey in September 1999..
 KV6501
 KV6501.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6501
 KV6501.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6501
 KV6501.The geoid height was determined by GEOID03.
 KV6501
 KV6501;                    North         East     Units Scale Factor Converg.
 KV6501;SPC NJ       -   196,409.108   174,957.881   MT  0.99990766   +0 11 30.9
 KV6501;SPC NJ       -   644,385.55    574,007.65   sFT  0.99990766   +0 11 30.9
 KV6501;SPC NY L     -    48,375.324   282,640.756   MT  1.00000422   -0 08 02.9
 KV6501;SPC NY L     -   158,711.38    927,297.21   sFT  1.00000422   -0 08 02.9
 KV6501;SPC NY E     -   196,409.108   174,957.881   MT  0.99990766   +0 11 30.9
 KV6501;SPC NY E     -   644,385.55    574,007.65   sFT  0.99990766   +0 11 30.9
 KV6501;UTM  18      - 4,494,893.686   567,253.329   MT  0.99965567   +0 31 02.4
 KV6501
 KV6501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6501!SPC NJ       -   1.00000312  x   0.99990766  =   0.99991078
 KV6501!SPC NY L     -   1.00000312  x   1.00000422  =   1.00000734
 KV6501!SPC NY E     -   1.00000312  x   0.99990766  =   0.99991078
 KV6501!UTM  18      -   1.00000312  x   0.99965567  =   0.99965879
 KV6501
 KV6501                          SUPERSEDED SURVEY CONTROL
 KV6501
 KV6501  NAD 83(1996)-  40 36 07.62953(N)    074 12 18.34760(W) AD(       ) 4
 KV6501  NAD 83(1986)-  40 36 07.63004(N)    074 12 18.34775(W) AD(       ) 4
 KV6501  NGVD 29 (09/24/91)   12.8    (m)           42.     (f) VERT ANG       
 KV6501
 KV6501.Superseded values are not recommended for survey control.
 KV6501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6501.See file dsdata.txt to determine how the superseded data were derived.
 KV6501
 KV6501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6725394894(NAD 83)
 KV6501_MARKER: 14 = NAVIGATION LIGHT
 KV6501
 KV6501  HISTORY     - Date     Condition        Report By
 KV6501  HISTORY     - 1985     FIRST OBSERVED   B+OINC
 KV6501
 KV6501                          STATION DESCRIPTION
 KV6501
 KV6501'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6501'PUBLISHED IN COAST GUARD LIGHT LIST AS LIGHT NO. 1770.
 KV6501'
 KV6501'STATION IS LOCATED ON PROPERTY OF THE AMOCO OIL COMPANY ON TREMLEY
 KV6501'POINT ON THE WEST BANK OF THE ARTHUR KILL RIVER.  STATION IS THE
 KV6501'CENTER OF THE RED NAVIGATION LIGHT THAT IS MOUNTED AT THE TOP OF
 KV6501'A 30-FOOT SKELETON TOWER THAT IS PAINTED WHITE IN COLOR.  A KRW
 KV6501'TARGET IS ATTACHED TO THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4026 ***********************************************************************
 KV4026  DESIGNATION -  PRESCOTT ENAMALINE YELLOW CHIM
 KV4026  PID         -  KV4026
 KV4026  STATE/COUNTY-  NJ/PASSAIC
 KV4026  USGS QUAD   -  WEEHAWKEN (1995)
 KV4026
 KV4026                         *CURRENT SURVEY CONTROL
 KV4026  ___________________________________________________________________
 KV4026* NAD 83(1996)-  40 51 20.23003(N)    074 06 39.98424(W)     ADJUSTED  
 KV4026* NAVD 88     -                                                        
 KV4026  ___________________________________________________________________
 KV4026  LAPLACE CORR-           6.53  (seconds)                    DEFLEC99
 KV4026  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KV4026
 KV4026  HORZ ORDER  -  THIRD
 KV4026
 KV4026.The horizontal coordinates were established by classical geodetic methods
 KV4026.and adjusted by the National Geodetic Survey in September 1999..
 KV4026
 KV4026
 KV4026.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4026
 KV4026.The geoid height was determined by GEOID03.
 KV4026
 KV4026;                    North         East     Units Scale Factor Converg.
 KV4026;SPC NJ       -   224,588.135   182,787.659   MT  0.99991323   +0 15 15.8
 KV4026;SPC NJ       -   736,836.24    599,695.84   sFT  0.99991323   +0 15 15.8
 KV4026;SPC NY L     -    76,511.738   290,631.696   MT  0.99999491   -0 04 21.6
 KV4026;SPC NY L     -   251,022.26    953,514.16   sFT  0.99999491   -0 04 21.6
 KV4026;UTM  18      - 4,523,109.840   574,920.618   MT  0.99966909   +0 34 53.4
 KV4026
 KV4026                          SUPERSEDED SURVEY CONTROL
 KV4026
 KV4026  NAD 83(1996)-  40 51 20.22986(N)    074 06 39.98457(W) AD(       ) 4
 KV4026  NAD 83(1996)-  40 51 20.22634(N)    074 06 39.98889(W) AD(       ) 4
 KV4026  NAD 83(1992)-  40 51 20.22630(N)    074 06 39.98919(W) AD(       ) 4
 KV4026  NAD 83(1986)-  40 51 20.23135(N)    074 06 39.99493(W) AD(       ) 4
 KV4026  NAD 27      -  40 51 19.87600(N)    074 06 41.48100(W) AD(       ) 3
 KV4026
 KV4026.Superseded values are not recommended for survey control.
 KV4026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4026.See file dsdata.txt to determine how the superseded data were derived.
 KV4026
 KV4026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7492123110(NAD 83)
 KV4026_MARKER: 85 = CHIMNEY
 KV4026
 KV4026  HISTORY     - Date     Condition        Report By
 KV4026  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4026
 KV4026                          STATION DESCRIPTION
 KV4026
 KV4026'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5879 ***********************************************************************
 KV5879  FBN         -  This is a Federal Base Network Control Station.
 KV5879  DESIGNATION -  PRINCETON 1
 KV5879  PID         -  KV5879
 KV5879  STATE/COUNTY-  NJ/MERCER
 KV5879  USGS QUAD   -  ROCKY HILL (1970)
 KV5879
 KV5879                         *CURRENT SURVEY CONTROL
 KV5879  ___________________________________________________________________
 KV5879* NAD 83(1996)-  40 23 54.73486(N)    074 39 47.26299(W)     ADJUSTED  
 KV5879* NAVD 88     -        36.672  (meters)     120.31   (feet)  ADJUSTED  
 KV5879  ___________________________________________________________________
 KV5879  X           -   1,286,536.351 (meters)                     COMP
 KV5879  Y           -  -4,690,922.287 (meters)                     COMP
 KV5879  Z           -   4,111,788.263 (meters)                     COMP
 KV5879  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 KV5879  ELLIP HEIGHT-           3.30  (meters)          (09/24/01) GPS OBS
 KV5879  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KV5879  DYNAMIC HT  -          36.655 (meters)     120.26  (feet)  COMP
 KV5879  MODELED GRAV-     980,163.9   (mgal)                       NAVD 88
 KV5879
 KV5879  HORZ ORDER  -  A
 KV5879  VERT ORDER  -  FIRST     CLASS II
 KV5879  ELLP ORDER  -  FOURTH    CLASS I
 KV5879
 KV5879.This mark is at Princeton Airport (39N)
 KV5879
 KV5879.The horizontal coordinates were established by GPS observations
 KV5879.and adjusted by the National Geodetic Survey in July 1997..
 KV5879
 KV5879.The orthometric height was determined by differential leveling
 KV5879.and adjusted by the National Geodetic Survey in September 1996..
 KV5879
 KV5879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5879
 KV5879.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5879
 KV5879.The ellipsoidal height was determined by GPS observations
 KV5879.and is referenced to NAD 83.
 KV5879
 KV5879.The geoid height was determined by GEOID03.
 KV5879
 KV5879.The dynamic height is computed by dividing the NAVD 88
 KV5879.geopotential number by the normal gravity value computed on the
 KV5879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV5879.degrees latitude (g = 980.6199 gals.).
 KV5879
 KV5879.The modeled gravity was interpolated from observed gravity values.
 KV5879
 KV5879;                    North         East     Units Scale Factor Converg.
 KV5879;SPC NJ       -   173,775.747   136,152.523   MT  0.99990236   -0 06 20.6
 KV5879;SPC NJ       -   570,129.26    446,693.74   sFT  0.99990236   -0 06 20.6
 KV5879;UTM  18      - 4,472,046.972   528,587.398   MT  0.99961006   +0 13 06.0
 KV5879
 KV5879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5879!SPC NJ       -   0.99999948  x   0.99990236  =   0.99990184
 KV5879!UTM  18      -   0.99999948  x   0.99961006  =   0.99960954
 KV5879
 KV5879:                Primary Azimuth Mark                     Grid Az
 KV5879:SPC NJ       -  PRINCETON 2                              088 09 34.2
 KV5879:UTM  18      -  PRINCETON 2                              087 50 07.6
 KV5879
 KV5879|---------------------------------------------------------------------|
 KV5879| PID    Reference Object                     Distance      Geod. Az  |
 KV5879|                                                           dddmmss.s |
 KV5879| KV5880 PRINCETON 2                         APPROX. 0.9 KM 0880313.6 |
 KV5879|---------------------------------------------------------------------|
 KV5879
 KV5879                          SUPERSEDED SURVEY CONTROL
 KV5879
 KV5879  ELLIP H (07/24/97)    3.32   (m)                       GP(       ) 2 1
 KV5879  NAD 83(1992)-  40 23 54.73383(N)    074 39 47.26286(W) AD(       ) A
 KV5879  ELLIP H (07/31/92)    3.25   (m)                       GP(       ) 1 1
 KV5879  ELLIP H (01/27/92)    3.45   (m)                       GP(       ) 4 1
 KV5879  NAD 83(1986)-  40 23 54.73363(N)    074 39 47.26489(W) AD(       ) 2
 KV5879  NAD 83(1986)-  40 23 54.73461(N)    074 39 47.26517(W) AD(       ) 3
 KV5879  NAD 27      -  40 23 54.35210(N)    074 39 48.69406(W) AD(       ) 3
 KV5879  NAVD 88 (07/24/97)   36.67   (m)          120.3    (f) LEVELING    3  
 KV5879  NGVD 29 (10/04/91)   37.0    (m)          121.     (f) GPS OBS        
 KV5879
 KV5879.Superseded values are not recommended for survey control.
 KV5879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5879.See file dsdata.txt to determine how the superseded data were derived.
 KV5879
 KV5879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2858772047(NAD 83)
 KV5879_MARKER: I = METAL ROD
 KV5879_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5879_SP_SET: STAINLESS STEEL ROD
 KV5879_STAMPING: PRINCETON 1 1987
 KV5879_MARK LOGO: NGS   
 KV5879_PROJECTION: RECESSED 10 CENTIMETERS
 KV5879_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5879+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 KV5879_ROD/PIPE-DEPTH: 20.0 meters
 KV5879_SLEEVE-DEPTH  : 0 meters
 KV5879
 KV5879  HISTORY     - Date     Condition        Report By
 KV5879  HISTORY     - 1987     MONUMENTED       AEROS
 KV5879  HISTORY     - 1987     GOOD             NGS
 KV5879  HISTORY     - 1987     GOOD             NGS
 KV5879  HISTORY     - 19900206 GOOD             NJGS
 KV5879  HISTORY     - 19900510 GOOD             NGS
 KV5879  HISTORY     - 19911206 GOOD             NJGS
 KV5879  HISTORY     - 19920420 GOOD             NGS
 KV5879  HISTORY     - 19930419 GOOD             NJGS
 KV5879  HISTORY     - 19950418 GOOD             NJGS
 KV5879  HISTORY     - 19961126 GOOD             NJGS
 KV5879  HISTORY     - 20000626 GOOD             NGS
 KV5879  HISTORY     - 20010326 GOOD             NJGS
 KV5879  HISTORY     - 20050411 GOOD             NJGS
 KV5879
 KV5879                          STATION DESCRIPTION
 KV5879
 KV5879'DESCRIBED BY AERO SERVICE CORPORATION 1987 (PCO)
 KV5879'THE STATION IS LOCATED ABOUT 2.41 KM (1.5 MI)
 KV5879'WEST OF ROCKY HILL,
 KV5879'4.83 KM (3.0 MI) NORTH OF PRINCETON,
 KV5879'13.03 KM (8.1 MI) SOUTH-SOUTHWEST OF MILLSTONE, WITHIN THE BOUNDARY
 KV5879'OF THE PRINCETON AIRPORT.
 KV5879'OWNERSHIP--RICHARD M. NIERENBERG, MANAGER, ROUTE 206, PRINCETON,
 KV5879'NEW JERSEY 08540, PHONE NUMBER (609)921-3100.
 KV5879'
 KV5879'TO REACH THE STATION FROM THE PRINCETON TOWNSHIP HALL, LOCATED AT
 KV5879'THE SOUTHEAST CORNER OF THE INTERSECTION OF VALLEY ROAD AND STATE
 KV5879'HIGHWAY 206 IN THE TOWN OF PRINCETON, GO NORTH FOR
 KV5879'4.51 KM (2.8 MI) ON STATE HIGHWAY 206 TO THE INTERSECTION OF
 KV5879'AIRPARK ROAD LEFT AND A SIGN MARKED--PRINCETON AIRPORT--.
 KV5879'TURN LEFT AND GO WEST FOR 0.72 KM (0.45 MI) ON AIRPARK ROAD TO THE
 KV5879'PRINCETON AIRPORT OFFICE.  TURN LEFT AND GO WEST AROUND THE OFFICE
 KV5879'FOR 0.16 KM (0.1 MI) ON A PAVED ROAD TO A TAXIWAY PARALLELING THE
 KV5879'RUNWAY ON THE SOUTH SIDE.
 KV5879'TURN LEFT AND GO WEST FOR 0.32 KM (0.2 MI) ON THE TAXIWAY TO THE
 KV5879'WEST END OF THE RUNWAY AND THE STATION.
 KV5879'
 KV5879'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KV5879'FLANGE WITH ACCESS COVER IS STAMPED---PRINCETON 1 1987---, AND IS
 KV5879'SET FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KV5879'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 1.37 METERS (4.5 FT) AND
 KV5879'IS RECESSED 10 CM BELOW THE GROUND.  LOCATED 38.40 METERS (126.0
 KV5879'FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE WEST END OF THE
 KV5879'RUNWAY, 22.40 METERS (73.5 FT) SOUTH-SOUTHWEST FROM AN EAST-WEST
 KV5879'FENCELINE, 21.64 METERS (71.0 FT) NORTHEAST FROM A CLEAR RUNWAY
 KV5879'MARKER WHICH IS ABOUT 4 FEET ABOVE THE GROUND, 21.03 METERS (69.0
 KV5879'FT) EAST-SOUTHEAST FROM A NORTH-SOUTH FENCELINE.
 KV5879
 KV5879                          STATION RECOVERY (1987)
 KV5879
 KV5879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 KV5879'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH OF PRINCETON
 KV5879'N.J. ON THE WEST SIDE OF U.S HIGHWAY 206 AT THE PRINCETON
 KV5879'AIRPORT.
 KV5879'OWNERSHIP -- RICHARD NIERENBERG (OWNER), RT 206,
 KV5879'PRINCETON, N.J. PHONE  609-921-3100.
 KV5879'TO REACH THE STATION FROM SEE STATION LOCATED ABOVE
 KV5879'(* 51 *)
 KV5879'THE STATION MARK IS A STAINLESS STEEL ROD DRIVEN INTO
 KV5879'GROUND (UNKNOWN DEPTH) ENCASED IN A 1-INCH PVC PIPE,
 KV5879'CEMENTED IN A 5 INCH ROUND PVC PIPE WITH METAL ACCESS COVER
 KV5879'PLATE FLUSH WITH GROUND, THE ROD HAS A PUNCH MARK IN
 KV5879'CENTER AND IS ABOUT 3 INCHS BELOW GROUND.
 KV5879'LOCATED 98.0 FT NORTH FROM NORTHWEST EDGE OF PAVEMENT
 KV5879'OF RUNWAY 10, LOCATED 91.0 FT NORTHEAST FROM A 3 BY 3 FT
 KV5879'ROCK ABUTMENT FOR A 8-INCH DRAINAGE TILE, LOCATED 68.0 FT
 KV5879'EAST OF A CHAINKINK FENCE, LOCATED 71.0 FT NORTH OF A
 KV5879'VASI LIGHT (STROBE) AND 73.0 FT. SOUTH OF A CHAINLINK
 KV5879'FENCE.
 KV5879
 KV5879                          STATION RECOVERY (1987)
 KV5879
 KV5879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 KV5879'RECOVERED IN GOOD CONDITION.
 KV5879
 KV5879                          STATION RECOVERY (1990)
 KV5879
 KV5879'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5879'THE STATION IS LOCATED IN MONTGOMERY TOWNSHIP, ON THE WEST SIDE OF
 KV5879'U.S. HIGHWAY 206, ON THE GROUNDS OF THE PRINCETON AIRPORT.  TO REACH
 KV5879'THE STATION FROM THE PRINCETON TOWNSHIP HALL, AT THE JUNCTION OF
 KV5879'VALLEY ROAD AND U.S.HIGHWAY 206, IN PRINCETON TOWNSHIP, GO 4.51 KM
 KV5879'(2.80 MI) NORTH ON ROUTE 206 TO THE TEE JUNCTION LEFT WITH AIRPARK
 KV5879'ROAD, TURN LEFT AND GO 0.72 KM (0.45 MI) WEST TO THE AIRPORT OFFICE,
 KV5879'TURN LEFT AND GO 0.16 KM (0.10 MI) WEST, AROUND THE OFFICE, ON A
 KV5879'PAVED ROAD, TO A TAXIWAY PARALLELING THE RUNWAY ON THE SOUTH SIDE,
 KV5879'TURN LEFT AND GO 0.32 KM (0.20 MI) WEST ON THE TAXIWAY TO THE WEST
 KV5879'END OF THE RUNWAY AND THE STATION.  THE STATION IS 38.4 M
 KV5879'(125.98 FT) NORTH NORTHWEST FROM THE WEST END OF THE RUNWAY
 KV5879'CENTERLINE, 22.4 M (73.49 FT) SOUTH SOUTHWEST FROM AN EAST WEST
 KV5879'FENCELINE, 21.64 M (71.00 FT) NORTHEAST FROM A 4 FEET HIGH CLEAR
 KV5879'LENSE, RUNWAY MARKER LIGHT, AND 21.13 M (69.32 FT) EAST SOUTHEAST
 KV5879'FROM A NORTH SOUTH FENCELINE.  THE STATION, A STANDARD NGS THREE
 KV5879'DIMENSIONAL MARK, IS 0.1 M (0.33 FT) BELOW THE GROUND.  THE LOGO
 KV5879'FLANGE, OF A 5 INCH DIAMETER PROTECTIVE CAP, STAMPED, PRINCETON 1
 KV5879'1987, IS FLUSH WITH THE GROUND.
 KV5879
 KV5879                          STATION RECOVERY (1990)
 KV5879
 KV5879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KV5879'RECOVERED IN GOOD CONDITION.
 KV5879
 KV5879                          STATION RECOVERY (1991)
 KV5879
 KV5879'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5879'THE STAION IS LOCATED IN MONTGOMERY TOWNSHIP, ON THE WEST SIDE OF U.S.
 KV5879'HIGHWAY 206, ON THE GROUNDS OF THE PRINCETON AIRPORT.  TO  REACH THE
 KV5879'STATION FROM THE PRINCETON TOWNSHIP HALL, AT THE JUNCTION OF VALLEY
 KV5879'ROAD AND U.S. HIGHWAY 206 IN PRINCETON TOWNSHIP, GO 2.80 MI
 KV5879'(4.51 KM) NORTH ON U.S. HIGHWAY 206 TO THE TEE JUNCTION WITH AIRPARK
 KV5879'ROAD ON THE LEFT. TURN LEFT AND GO 0.45 MI (0.72 KM) WEST TO THE
 KV5879'AIRPORT OFFICE.  TURN LEFT AND GO 0.10 MI (0.16 KM) WEST, AROUND THE
 KV5879'OFFICE, ON A PAVED ROAD, TO A TAXIWAY PARALLELING THE RUNWAY ON THE
 KV5879'SOUTH SIDE.  TURN LEFT AND GO 0.20 MI (0.32 KM) WEST ON THE TAXIWAY
 KV5879'TO THE WEST END OF THE RUNWAY AND THE STATION. THE STATION IS 38.4 M
 KV5879'(125.98 FT) NORTH NORTHWEST FROM THE WEST END OF THE RUNWAY
 KV5879'CENTERLINE, 22.4 M (73.49 FT) SOUTH SOUTHWEST FROM AN EAST WEST
 KV5879'FENCELINE, 21.64 M (71.00 FT) NORTHEAST FROM A FOUR FOOT HIGH CLEAR
 KV5879'LENSE, RUNWAY MARKER LIGHT AND 21.13 M (69.32 FT) EAST SOUTHEAST FROM
 KV5879'A NORTH SOUTH FENCELINE.  THE STATION, A STANDARD NGS THREE
 KV5879'DIMENSIONAL MARK, IS 0.1 M (0.33 FT) BELOW THE GROUND.  THE LOGO
 KV5879'FLANGE, OF A FIVE INCH DIAMETER PROTECTIVE CAP, STAMPED, PRINCETON 1
 KV5879'1987, IS SET FLUSH WITH THE GROUND.
 KV5879
 KV5879                          STATION RECOVERY (1992)
 KV5879
 KV5879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 KV5879'THE 1991 RECOVERY NOTE FOLLOWS WITH A FEW MINOR CHANGES.
 KV5879'STATION IS LOCATED IN MONTGOMERY TOWNSHIP, ON THE WEST SIDE OF U.S.
 KV5879'HIGHWAY 206, ON THE GROUNDS OF THE PRINCETON AIRPORT.
 KV5879'OWNERSHIP--CITY OF PRINCETON, CONTACT WAS KEN OR DICK (MANAGERS),
 KV5879'PHONE 609-921-3100.
 KV5879'TO REACH THE STATION FROM THE PRINCETON TOWNSHIP HALL, AT THE JUNCTION
 KV5879'OF VALLEY ROAD AND U.S. HIGHWAY 206 IN PRINCETON TOWNSHIP, GO 4.51 KM
 KV5879'(2.80 MI) NORTH ALONG U.S. HIGHWAY 206 TO THE JUNCTION OF AIRPARK
 KV5879'ROAD ON THE LEFT.  TURN LEFT AND GO 0.72 KM (0.45 MI) WEST TO THE
 KV5879'AIRPORT OFFICE.  TURN LEFT AND GO 0.16 KM (0.10 MI) WEST AROUND THE
 KV5879'OFFICE ON A PAVED ROAD TO A TAXIWAY PARALLELING THE RUNWAY ON THE
 KV5879'SOUTH SIDE. TURN LEFT AND GO 0.32 KM (0.20 MI) WEST ON THE TAXIWAY TO
 KV5879'THE WEST END OF THE RUNWAY AND THE STATION ON THE NORTH SIDE.
 KV5879'STATION IS 38.4 M (126.0 FT) NORTH-NORTHWEST OF THE WEST END OF THE
 KV5879'RUNWAY CENTERLINE, 22.4 M (73.5 FT) SOUTH-SOUTHWEST OF AN EAST-WEST
 KV5879'FENCE LINE, 21.6 M (70.9 FT) NORTHEAST OF A 4 FT (1.2 M) HIGH CLEAR
 KV5879'LENSE RUNWAY MARKER LIGHT, 21.1 M (69.2 FT) EAST-SOUTHEAST OF A
 KV5879'NORTH-SOUTH FENCE LINE, AT A FIBERGLASS WITNESS POST, AND ABOUT FLUSH
 KV5879'WITH THE GROUND SURFACE.
 KV5879'NOTE-STAY ON HIGH GROUND.  MAY NEED TWO 30M CABLES WHEN WET.
 KV5879
 KV5879                          STATION RECOVERY (1993)
 KV5879
 KV5879'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV5879'RECOVERED IN GOOD CONDITION.
 KV5879
 KV5879                          STATION RECOVERY (1995)
 KV5879
 KV5879'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV5879'RECOVERED AS DESCRIBED.
 KV5879
 KV5879                          STATION RECOVERY (1996)
 KV5879
 KV5879'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV5879'RECOVERED AS DESCRIBED.
 KV5879
 KV5879                          STATION RECOVERY (2000)
 KV5879
 KV5879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 KV5879'A NEW RUNWAY WAS UNDER CONSTRUCTION ON DATE OF RECOVERY.
 KV5879'CONTACT WAS MADE WITH THE AIRPORT MANAGER, MR KEN NIERENBERG
 KV5879'AND OWNER, MR DICK NIERENBERG.  THEY STATED THAT THE STATION WAS
 KV5879'IN THE CONSTRUCTION ZONE BUT THE CONTRACTOR WAS NOTIFIED OF ITS
 KV5879'POSITION AND THE STATION WILL NOT BE DISTURBED.  THEY ALSO STATED
 KV5879'THAT THE EXISTING RUNWAY WILL BE NARROWED AND BECOME A
 KV5879'PARALLEL TAXIWAY.  AFTER CONSTRUCTION, THE STATION WILL BE
 KV5879'LOCATED BETWEEN THE TAXIWAY AND RUNWAY.  CONTACT WITH THE
 KV5879'AIRPORT MANAGER AND AN ESCORT MAY BE NECESSARY TO RECOVER THE
 KV5879'STATION.  THE STATION DESCRIPTION WILL NEED TO BE REWRITTEN.
 KV5879'NOTE--THE AIRPORT MANAGER STATED HE IS RELUCTANT TO LET PRIVATE
 KV5879'AND LOCAL ENGINEERS OCCUPY THE STATION AND HAS REQUESTED THEY
 KV5879'NOT DO SO. HE AGREED TO ALLOW THE NEW JERSEY GEODETIC SURVEY
 KV5879'AND US GOVERNMENT SURVEYORS TO OCCUPY THE STATION.  HE
 KV5879'REQUESTS TO BE CONTACTED ONE DAY IN ADVANCE BEFORE OCCUPYING
 KV5879'THE STATION, PHONE 609-921-3100.
 KV5879'
 KV5879
 KV5879                          STATION RECOVERY (2001)
 KV5879
 KV5879'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV5879'THE STAINLESS STEEL ROD IS OFFSET APPROXIMATELY 36 MM TOWARDS THE
 KV5879'SOUTH EAST FROM THE CENTER OF THE PVC PIPE.  IT HAS BEEN THIS WAY FOR
 KV5879'AT LEAST 9 YEARS.
 KV5879
 KV5879                          STATION RECOVERY (2005)
 KV5879
 KV5879'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2005 (ECB)
 KV5879'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5880 ***********************************************************************
 KV5880  DESIGNATION -  PRINCETON 2
 KV5880  PID         -  KV5880
 KV5880  STATE/COUNTY-  NJ/SOMERSET
 KV5880  USGS QUAD   -  ROCKY HILL (1970)
 KV5880
 KV5880                         *CURRENT SURVEY CONTROL
 KV5880  ___________________________________________________________________
 KV5880* NAD 83(1996)-  40 23 55.76801(N)    074 39 07.42198(W)     ADJUSTED  
 KV5880* NAVD 88     -        37.308  (meters)     122.40   (feet)  ADJUSTED  
 KV5880  ___________________________________________________________________
 KV5880  X           -   1,287,437.067 (meters)                     COMP
 KV5880  Y           -  -4,690,654.267 (meters)                     COMP
 KV5880  Z           -   4,111,812.959 (meters)                     COMP
 KV5880  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 KV5880  ELLIP HEIGHT-           3.96  (meters)          (10/23/02) GPS OBS
 KV5880  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KV5880  DYNAMIC HT  -          37.291 (meters)     122.35  (feet)  COMP
 KV5880  MODELED GRAV-     980,166.5   (mgal)                       NAVD 88
 KV5880
 KV5880  HORZ ORDER  -  FIRST
 KV5880  VERT ORDER  -  FIRST     CLASS II
 KV5880  ELLP ORDER  -  FOURTH    CLASS I
 KV5880
 KV5880.This mark is at Princeton Airport (39N)
 KV5880
 KV5880.The horizontal coordinates were established by GPS observations
 KV5880.and adjusted by the National Geodetic Survey in May 1999..
 KV5880
 KV5880.The orthometric height was determined by differential leveling
 KV5880.and adjusted by the National Geodetic Survey in September 1996..
 KV5880
 KV5880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5880
 KV5880.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5880
 KV5880.The ellipsoidal height was determined by GPS observations
 KV5880.and is referenced to NAD 83.
 KV5880
 KV5880.The geoid height was determined by GEOID03.
 KV5880
 KV5880.The dynamic height is computed by dividing the NAVD 88
 KV5880.geopotential number by the normal gravity value computed on the
 KV5880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV5880.degrees latitude (g = 980.6199 gals.).
 KV5880
 KV5880.The modeled gravity was interpolated from observed gravity values.
 KV5880
 KV5880;                    North         East     Units Scale Factor Converg.
 KV5880;SPC NJ       -   173,805.936   137,092.017   MT  0.99990205   -0 05 54.8
 KV5880;SPC NJ       -   570,228.31    449,776.06   sFT  0.99990205   -0 05 54.8
 KV5880;UTM  18      - 4,472,082.465   529,526.432   MT  0.99961073   +0 13 31.8
 KV5880
 KV5880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5880!SPC NJ       -   0.99999938  x   0.99990205  =   0.99990143
 KV5880!UTM  18      -   0.99999938  x   0.99961073  =   0.99961011
 KV5880
 KV5880:                Primary Azimuth Mark                     Grid Az
 KV5880:SPC NJ       -  PRINCETON 1                              268 09 34.2
 KV5880:UTM  18      -  PRINCETON 1                              267 50 07.6
 KV5880
 KV5880|---------------------------------------------------------------------|
 KV5880| PID    Reference Object                     Distance      Geod. Az  |
 KV5880|                                                           dddmmss.s |
 KV5880| KV5879 PRINCETON 1                         APPROX. 0.9 KM 2680339.4 |
 KV5880|---------------------------------------------------------------------|
 KV5880
 KV5880                          SUPERSEDED SURVEY CONTROL
 KV5880
 KV5880  ELLIP H (05/14/99)    3.98   (m)                       GP(       ) 4 1
 KV5880  NAD 83(1986)-  40 23 55.76713(N)    074 39 07.42395(W) AD(       ) 1
 KV5880  ELLIP H (01/27/92)    4.11   (m)                       GP(       ) 4 1
 KV5880  NAD 83(1986)-  40 23 55.76693(N)    074 39 07.42389(W) AD(       ) 2
 KV5880  NAD 83(1986)-  40 23 55.76748(N)    074 39 07.42379(W) AD(       ) 3
 KV5880  NAD 27      -  40 23 55.38490(N)    074 39 08.85383(W) AD(       ) 3
 KV5880  NGVD 29 (10/04/91)   37.6    (m)          123.     (f) GPS OBS        
 KV5880
 KV5880.Superseded values are not recommended for survey control.
 KV5880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5880.See file dsdata.txt to determine how the superseded data were derived.
 KV5880
 KV5880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2952672082(NAD 83)
 KV5880_MARKER: I = METAL ROD
 KV5880_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5880_SP_SET: STAINLESS STEEL ROD
 KV5880_STAMPING: PRINCETON 2 1987
 KV5880_MARK LOGO: NGS   
 KV5880_PROJECTION: RECESSED 10 CENTIMETERS
 KV5880_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5880+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2001
 KV5880_ROD/PIPE-DEPTH: 20   meters
 KV5880
 KV5880  HISTORY     - Date     Condition        Report By
 KV5880  HISTORY     - 1987     MONUMENTED       AEROS
 KV5880  HISTORY     - 1987     GOOD             AEROS
 KV5880  HISTORY     - 19900206 GOOD             NJGS
 KV5880  HISTORY     - 19930419 GOOD             NJGS
 KV5880  HISTORY     - 19950418 GOOD             NJGS
 KV5880  HISTORY     - 20011120 GOOD             NJGS
 KV5880
 KV5880                          STATION DESCRIPTION
 KV5880
 KV5880'DESCRIBED BY AERO SERVICE CORPORATION 1987 (PCO)
 KV5880'THE STATION IS LOCATED ABOUT 2.41 KM (1.5 MI)
 KV5880'WEST OF ROCKY HILL,
 KV5880'4.83 KM (3.0 MI) NORTH OF PRINCETON,
 KV5880'13.03 KM (8.1 MI) SOUTH-SOUTHWEST OF MILLSTONE, WITHIN THE BOUNDARY
 KV5880'OF THE PRINCETON AIRPORT.
 KV5880'OWNERSHIP--RICHARD M. NIERENBERG, MANAGER, ROUTE 206, PRINCETON,
 KV5880'NEW JERSEY 08540, PHONE NUMBER (609)921-3100.
 KV5880'
 KV5880'TO REACH THE STATION FROM THE PRINCETON TOWNSHIP HALL, LOCATED AT
 KV5880'THE SOUTHEAST CORNER OF THE INTERSECTION OF VALLEY ROAD AND STATE
 KV5880'HIGHWAY 206 IN THE TOWN OF PRINCETON, GO NORTH FOR
 KV5880'4.51 KM (2.8 MI) ON STATE HIGHWAY 206 TO THE INTERSECTION OF
 KV5880'AIRPARK ROAD LEFT AND A SIGN MARKED--PRINCETON AIRPORT--.
 KV5880'TURN LEFT AND GO WEST FOR 0.72 KM (0.45 MI) ON AIRPARK ROAD TO THE
 KV5880'PRINCETON AIRPORT OFFICE.
 KV5880'TURN RIGHT AND GO NORTH FOR 0.16 KM (0.1 MI) ON A PAVED AREA,
 KV5880'CROSSING OVER THE RUNWAY TO A TAXIWAY PARALLELING THE RUNWAY ON THE
 KV5880'NORTH SIDE.
 KV5880'TURN RIGHT AND GO EAST FOR 0.56 KM (0.35 MI) ON THE TAXIWAY TO THE
 KV5880'EAST END OF THE RUNWAY AND THE STATION.
 KV5880'
 KV5880'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KV5880'FLANGE WITH ACCESS COVER IS STAMPED---PRINCETON 2 1987---, AND IS
 KV5880'SET FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KV5880'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 5.03 METERS (16.5 FT) AND
 KV5880'IS RECESSED 10 CM BELOW THE GROUND.  LOCATED 35.66 METERS (117.0
 KV5880'FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE EAST END OF THE
 KV5880'RUNWAY, 28.99 METERS (95.1 FT) WEST-NORTHWEST FROM A NORTH-SOUTH
 KV5880'FENCELINE, 25.82 METERS (84.7 FT) SOUTH-SOUTHEAST FROM AN EAST-WEST
 KV5880'FENCELINE, 23.87 METERS (78.3 FT) NORTHWEST FROM THE MOST EASTERLY
 KV5880'BLUE RUNWAY LIGHT WHICH IS ABOUT 2 FEET ABOVE THE GROUND.
 KV5880
 KV5880                          STATION RECOVERY (1987)
 KV5880
 KV5880'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 KV5880'RECOVERED IN GOOD CONDITION.
 KV5880
 KV5880                          STATION RECOVERY (1990)
 KV5880
 KV5880'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5880'THE STATION IS LOCATED IN MONTGOMERY TOWNSHIP, ON THE WEST SIDE OF
 KV5880'U.S. HIGHWAY 206, ON THE GROUNDS OF THE PRINCETON AIRPORT.  TO REACH
 KV5880'THE STATION FROM THE PRINCETON TOWNSHIP HALL, AT THE JUNCTION OF
 KV5880'VALLEY ROAD AND U.S.HIGHWAY 206, IN PRINCETON TOWNSHIP, GO 4.51 KM
 KV5880'(2.80 MI) NORTH ON ROUTE 206 TO THE TEE JUNCTION LEFT WITH AIRPARK
 KV5880'ROAD, TURN LEFT AND GO 0.72 KM (0.45 MI) WEST TO THE AIRPORT OFFICE,
 KV5880'TURN RIGHT AND GO NORTH 0.16 KM (0.10 MI) ON A PAVED AREA, CROSSING
 KV5880'OVER THE RUNWAY TO A TAXIWAY PARALLELING THE RUNWAY ON THE NORTH
 KV5880'SIDE. TURN RIGHT AND GO 0.56 KM (0.35 MI) EAST ON THE TAXIWAY TO THE
 KV5880'EAST END OF THE RUNWAY AND THE STATION.  IT IS 35.66 M (116.99 FT)
 KV5880'NORTH NORTHEAST FROM THE THE EAST END OF THE RUNWAY CENTERLINE, 28.99
 KV5880'M (95.11 FT) WEST NORTHWEST FROM A NORTH SOUTH FENCELINE, 25.82 M
 KV5880'(84.71 FT) SOUTH SOUTHEAST FROM AN EAST WEST FENCELINE AND 23.87 M
 KV5880'(78.31 FT) NORTHWEST FROM THE MOST EASTERLY BLUE LENSED RUNWAY LIGHT.
 KV5880'THE STATION, A STANDARD NGS THREE DIMENSIONAL MARK, IS 0.1 M
 KV5880'(0.33 FT) BELOW THE GROUND.  THE LOGO FLANGE, OF A 5 INCH DIAMETER
 KV5880'PROTECTIVE CAP, STAMPED, PRINCETON 2 1987, IS FLUSH WITH THE GROUND.
 KV5880
 KV5880                          STATION RECOVERY (1993)
 KV5880
 KV5880'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV5880'RECOVERED IN GOOD CONDITION.
 KV5880
 KV5880                          STATION RECOVERY (1995)
 KV5880
 KV5880'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV5880'RECOVERED AS DESCRIBED.
 KV5880
 KV5880                          STATION RECOVERY (2001)
 KV5880
 KV5880'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV5880'THE AREA AROUND THE MARK HAS BEEN REGRADED AND THE STATION IS NOW
 KV5880'APPROXIMATLY 0.5 METER BELOW GROUND.  THE STATION IS PROTECTED BY A 12
 KV5880'INCH DIAMETER BLACK PLASTIC PIPE WHICH EXTENDS FROM THE MARK TO
 KV5880'SLIGHTLY ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5498 ***********************************************************************
 KV5498  DESIGNATION -  PRINCETON MUNICIPAL TANK
 KV5498  PID         -  KV5498
 KV5498  STATE/COUNTY-  NJ/MERCER
 KV5498  USGS QUAD   -  PRINCETON (1981)
 KV5498
 KV5498                         *CURRENT SURVEY CONTROL
 KV5498  ___________________________________________________________________
 KV5498* NAD 83(1996)-  40 21 12.30893(N)    074 39 51.50047(W)     ADJUSTED  
 KV5498* NAVD 88     -                                                        
 KV5498  ___________________________________________________________________
 KV5498  LAPLACE CORR-           5.13  (seconds)                    DEFLEC99
 KV5498  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KV5498
 KV5498  HORZ ORDER  -  THIRD
 KV5498
 KV5498.The horizontal coordinates were established by classical geodetic methods
 KV5498.and adjusted by the National Geodetic Survey in September 1999..
 KV5498
 KV5498
 KV5498.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5498
 KV5498.The geoid height was determined by GEOID03.
 KV5498
 KV5498;                    North         East     Units Scale Factor Converg.
 KV5498;SPC NJ       -   168,766.408   136,043.299   MT  0.99990240   -0 06 23.0
 KV5498;SPC NJ       -   553,694.46    446,335.39   sFT  0.99990240   -0 06 23.0
 KV5498;UTM  18      - 4,467,038.560   528,506.518   MT  0.99961000   +0 13 02.5
 KV5498
 KV5498                          SUPERSEDED SURVEY CONTROL
 KV5498
 KV5498  NAD 83(1986)-  40 21 12.30693(N)    074 39 51.50214(W) AD(       ) 4
 KV5498  NAD 27      -  40 21 11.92200(N)    074 39 52.92500(W) AD(       ) 3
 KV5498
 KV5498.Superseded values are not recommended for survey control.
 KV5498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5498.See file dsdata.txt to determine how the superseded data were derived.
 KV5498
 KV5498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2850767039(NAD 83)
 KV5498_MARKER: 51 = TANK
 KV5498
 KV5498  HISTORY     - Date     Condition        Report By
 KV5498  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5498
 KV5498                          STATION DESCRIPTION
 KV5498
 KV5498'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5498'STATION IS IN REAR OF FRAME DWELLING AT 166 JOHN STREET, S 200
 KV5498'FEET FROM MC LAREN STREET, AND ON RANGE WITH (E AND W) CHAMBERS
 KV5498'STREET.
 KV5498'
 KV5498'TANK IS ABOUT 110 FEET TALL, PAINTED GRAY, CONICAL ROOF,
 KV5498'HEMISPHERICAL BOTTOM.  HILLS AND TREES MAKE TANK INCONSPICUOUS
 KV5498'FROM ANY BUT W SIDE.  CAPACITY 535,000 GALLONS.  NO LETTERING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5510 ***********************************************************************
 KV5510  DESIGNATION -  PRINCETON NE BASE
 KV5510  PID         -  KV5510
 KV5510  STATE/COUNTY-  NJ/SOMERSET
 KV5510  USGS QUAD   -  ROCKY HILL (1970)
 KV5510
 KV5510                         *CURRENT SURVEY CONTROL
 KV5510  ___________________________________________________________________
 KV5510* NAD 83(1996)-  40 28 00.78606(N)    074 39 43.60175(W)     ADJUSTED  
 KV5510* NAVD 88     -        33.9    (meters)     111.     (feet)  VERTCON   
 KV5510  ___________________________________________________________________
 KV5510  X           -   1,285,317.063 (meters)                     COMP
 KV5510  Y           -  -4,686,150.458 (meters)                     COMP
 KV5510  Z           -   4,117,563.313 (meters)                     COMP
 KV5510  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 KV5510  ELLIP HEIGHT-           0.45  (meters)          (10/23/02) GPS OBS
 KV5510  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KV5510
 KV5510  HORZ ORDER  -  FIRST
 KV5510  ELLP ORDER  -  FOURTH    CLASS I
 KV5510
 KV5510.The horizontal coordinates were established by classical geodetic methods
 KV5510.and adjusted by the National Geodetic Survey in May 1999..
 KV5510
 KV5510.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5510
 KV5510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5510
 KV5510.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5510
 KV5510.The ellipsoidal height was determined by GPS observations
 KV5510.and is referenced to NAD 83.
 KV5510
 KV5510.The geoid height was determined by GEOID03.
 KV5510
 KV5510;                    North         East     Units Scale Factor Converg.
 KV5510;SPC NJ       -   181,364.349   136,252.780   MT  0.99990233   -0 06 18.8
 KV5510;SPC NJ       -   595,026.20    447,022.66   sFT  0.99990233   -0 06 18.8
 KV5510;UTM  18      - 4,479,633.802   528,644.687   MT  0.99961010   +0 13 09.5
 KV5510
 KV5510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5510!SPC NJ       -   0.99999993  x   0.99990233  =   0.99990226
 KV5510!UTM  18      -   0.99999993  x   0.99961010  =   0.99961003
 KV5510
 KV5510:                Primary Azimuth Mark                     Grid Az
 KV5510:SPC NJ       -  SOMERVILLE GAS TANK                      022 55 33.1
 KV5510:UTM  18      -  SOMERVILLE GAS TANK                      022 36 04.8
 KV5510
 KV5510|---------------------------------------------------------------------|
 KV5510| PID    Reference Object                     Distance      Geod. Az  |
 KV5510|                                                           dddmmss.s |
 KV5510| KV5797 SOMERVILLE GAS TANK                 APPROX.11.7 KM 0224914.3 |
 KV5510| KV5801 EAST MILLSTONE SOMERST RUB STK      APPROX. 7.7 KM 0595217.0 |
 KV5510| KV6246 MON 27530                            35.605 METERS 07509     |
 KV5510| KV5494 FRANKLIN PARK 6 MI RUN REF CH       APPROX.11.1 KM 1062043.5 |
 KV5510| KV5491 TEN MILE                            APPROX. 7.5 KM 1382439.1 |
 KV5510| CB5464 PRINCETON NE BASE RM 1              159.139 METERS 13838     |
 KV5510| CS4386 PRINCETON NE BASE RM 4              171.086 METERS 13939     |
 KV5510| KV6250 PRINCETON NE BASE AZ MK 2           336.832 METERS 14342     |
 KV5510| KV5503 AIRWAY BN 72 E OF MT ROSE           APPROX.10.5 KM 1901918.0 |
 KV5510| KV5507 STATE VILLAGE EPILEPTICS TANK       APPROX. 6.4 KM 2030915.6 |
 KV5510| CB5465 PRINCETON NE BASE RM 2              131.447 METERS 21412     |
 KV5510| KV5819 AIRWAY BEACON 68                    APPROX.19.8 KM 3244639.5 |
 KV5510| KV5813 AIRWAY BEACON 69                    APPROX.14.9 KM 3315002.7 |
 KV5510| CB5466 PRINCETON NE BASE RM 3               23.101 METERS 35019     |
 KV5510|---------------------------------------------------------------------|
 KV5510
 KV5510                          SUPERSEDED SURVEY CONTROL
 KV5510
 KV5510  ELLIP H (05/14/99)    0.46   (m)                       GP(       ) 4 1
 KV5510  ELLIP H (01/27/92)    0.56   (m)                       GP(       ) 4 1
 KV5510  NAD 83(1986)-  40 28 00.78527(N)    074 39 43.60345(W) AD(       ) 1
 KV5510  NAD 27      -  40 28 00.40900(N)    074 39 45.03100(W) AD(       ) 1
 KV5510  NGVD 29 (06/22/90)   34.2    (m)          112.     (f) VERT ANG       
 KV5510
 KV5510.Superseded values are not recommended for survey control.
 KV5510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5510.See file dsdata.txt to determine how the superseded data were derived.
 KV5510
 KV5510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2864579634(NAD 83)
 KV5510_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV5510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5510_SP_SET: SQUARE CONCRETE MONUMENT
 KV5510_STAMPING: PRINCETON NE BASE 1929
 KV5510_MARK LOGO: CGS   
 KV5510_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5510+STABILITY: SURFACE MOTION
 KV5510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5510+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1990
 KV5510
 KV5510  HISTORY     - Date     Condition        Report By
 KV5510  HISTORY     - 1929     MONUMENTED       CGS
 KV5510  HISTORY     - 1929     GOOD             CGS
 KV5510  HISTORY     - 1933     GOOD             CGS
 KV5510  HISTORY     - 1948     GOOD             NJGS
 KV5510  HISTORY     - 1965     GOOD             CGS
 KV5510  HISTORY     - 1973     GOOD             NGS
 KV5510  HISTORY     - 1977     GOOD             NGS
 KV5510  HISTORY     - 1982     GOOD             NGS
 KV5510  HISTORY     - 19891220 GOOD             NJGS
 KV5510  HISTORY     - 19900206 GOOD
 KV5510  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 KV5510
 KV5510                          STATION DESCRIPTION
 KV5510
 KV5510'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 KV5510'STATION IS ABOUT 8-1/4 MILES N OF PRINCETON, 8 MILES NE OF
 KV5510'HOPEWELL, IN THE VILLAGE OF BELLE MEAD.  ABOUT 75 YARDS S OF THE
 KV5510'RAILROAD STATION ON LAND OWNED BY A RESIDENT OF VIRGINIA AND IS IN
 KV5510'CHARGE OF EDWIN MILLER WHO LIVES ON HIGHWAY 31, 1 MILE NE OF BELLE
 KV5510'MEAD.  STATION IS IN THE NE CORNER OF A SMALL MEADOW, 75 FEET W
 KV5510'OF CENTER LINE OF THE HIGHWAY 31 AND 26 FEET S OF FENCE ALONG
 KV5510'RAILROAD RIGHT-OF-WAY AND EXTENDS 6 INCHES ABOVE THE GROUND.
 KV5510'
 KV5510'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 KV5510'IN CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.  UNDERGROUND MARK
 KV5510'IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE AS DESCRIBED IN
 KV5510'NOTE 8A.
 KV5510'
 KV5510'REFERENCE MARK NO.1 IS SE OF THE STATION.  26 FEET W OF CENTER
 KV5510'LINE OF HIGHWAY 31, AND AT THE SOUTHERN APPROACH TO RAILROAD
 KV5510'BRIDGE.  REFERENCE MARK NO.2 IS SW OF THE STATION, 64 FEET S OF
 KV5510'FENCE ALONG RAILROAD RIGHT-OF-WAY AND IN THE N AND S FENCE
 KV5510'LINE.  BOTH REFERENCE MARKS SET 6 INCHES ABOVE SURFACE OF THE
 KV5510'GROUND.
 KV5510'
 KV5510'TO REACH STATION FROM PRINCETON FOLLOW HIGHWAY 31 N TO THE
 KV5510'VILLAGE OF BELLE MEAD WHERE STATION IS LOCATED.
 KV5510'
 KV5510'NOTE.--REFERENCE MARK NO.3 WAS ESTABLISHED WHEN BASE LINE
 KV5510'WAS MEASURED.  IT IS BRASS DISK IN CONCRETE COPING UNDER OVERHEAD
 KV5510'HIGHWAY BRIDGE.
 KV5510'
 KV5510'HEIGHT OF SIGNAL ABOVE STATION MARK - 26 METERS.
 KV5510
 KV5510                          STATION RECOVERY (1929)
 KV5510
 KV5510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929
 KV5510'RECOVERED IN GOOD CONDITION.
 KV5510
 KV5510                          STATION RECOVERY (1933)
 KV5510
 KV5510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HCW)
 KV5510'STATION IS ABOUT 8-1/4 MILES N OF PRINCETON, 8 MILES NE OF
 KV5510'HOPEWELL, IN THE VILLAGE OF BELLE MEAD.  REACHED BY HIGHWAY 31
 KV5510'8-3/4 MILES N FROM PRINCETON.  THE STATION IS ABOUT 75 YARDS S OF
 KV5510'THE RAILROAD STATION IN THE NE CORNER OF A SMALL MEADOW.  75 FEET
 KV5510'W OF CENTER LINE OF HIGHWAY 31, 26 FEET S OF THE FENCE ALONG
 KV5510'RAILROAD RIGHT-OF-WAY AND EXTENDS 6 INCHES ABOVE THE GROUND.
 KV5510'
 KV5510'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5510'TABLETS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 8A, AND 11A.
 KV5510'
 KV5510'REFERENCE MARK NO.1 IS SE OF THE STATION, 26 FEET W OF CENTER
 KV5510'LINE OF HIGHWAY 31, AND AT THE SOUTHERN APPROACH TO THE RAILROAD
 KV5510'BRIDGE.  REFERENCE MARK NO.2 IS SW OF THE STATION, 64 FEET S OF
 KV5510'THE FENCE ALONG THE RAILROAD RIGHT-OF-WAY AND IN THE N AND S
 KV5510'FENCE LINE.  THE ABOVE REFERENCE MARKS ARE SET 6 INCHES ABOVE THE
 KV5510'GROUND.  REFERENCE MARK NO.3 IS SET IN THE CONCRETE WALL UNDER
 KV5510'THE RAILROAD OVERHEAD BRIDGE, ABOUT 6 FEET S OF THE S RAIL.
 KV5510
 KV5510                          STATION RECOVERY (1948)
 KV5510
 KV5510'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1948
 KV5510'RECOVERED STATION AND ALL REFERENCE MARKS IN GOOD CONDITION.
 KV5510'
 KV5510'R.M. 2 IS 63.5 FEET S OF S RAIL OF NEAR TRACK, INSTEAD OF
 KV5510'FENCE LINE.  (FENCE GONE.) IT IS 13.5 FEET E OF A POLE LINE AND
 KV5510'102.3 FEET S OF S RAIL.
 KV5510
 KV5510                          STATION RECOVERY (1965)
 KV5510
 KV5510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 KV5510'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 KV5510'REFERENCE MARK NO. 3 WERE ALL RECOVERED IN GOOD CONDITION.
 KV5510'
 KV5510'FOLLOWING ARE SOME ADDITIONAL NOTES THAT MAY ASSIST IN
 KV5510'RECOVERY--THE STATION IS AS DESCRIBED WITH THE EXCEPTION.  IT IS
 KV5510'PRESENTLY FLUSH WITH THE GROUND SURFACE, IT IS ALSO 52 FEET
 KV5510'SOUTHWEST OF THE SOUTH END OF THE WEST CONCRETE RAIL ALONG
 KV5510'WALKWAY OF THE OVERHEAD BRIDGE.  REFERENCE MARK 2 RECOVERED
 KV5510'AS DESCRIBED 131.47 METERS SOUTHWEST FROM THE STATION.
 KV5510'REFERENCE MARK NO. 1 NOW PROJECTS ABOUT ONE INCH, IS 26 FEET
 KV5510'WEST FROM CENTERLINE OF HIGHWAY, AND 60 FEET
 KV5510'NORTH-NORTHWEST FROM THE INTERSECTION OF A ROAD GOING
 KV5510'NORTHEAST FROM THE HIGHWAY.  REFERENCE MARK
 KV5510'NO. 3 IS AS DESCRIBED WITH THE EXCEPTION.  ONE OF THE
 KV5510'RAILROAD TRACKS HAS BEEN TAKEN UP AND THE MARK IS NOW 19
 KV5510'FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD.
 KV5510
 KV5510                          STATION RECOVERY (1973)
 KV5510
 KV5510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 KV5510'HAD A REPORT THAT REFERENCE MARK ONE WAS NOT FOUND.  I RECOVERED
 KV5510'THE STATION MARK, REFERENCE MARK TWO AND REFERENCE MARK THREE.  DUE
 KV5510'TO THE CORN FIELD WHICH IS LOCATED ALL AROUND THE STATION,
 KV5510'VISIBILITY WAS RESTRICTED.  IT IS BELIEVED REFERENCE MARK ONE
 KV5510'IS STILL INTACT.  DUE TO THE HIGH CORN THE ANGLES OR DISTANCES
 KV5510'COULD NOT BE MEASURED AT THIS DATE TO VERIFY IF THE MARK IS GONE OR
 KV5510'STILL INTACT.
 KV5510'
 KV5510'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5510'IN BELLE MEAD.
 KV5510
 KV5510                          STATION RECOVERY (1977)
 KV5510
 KV5510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KV5510'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KV5510'CONDITION AS PREVIOUSLY DESCRIBED.  THIS STATION WAS NOT
 KV5510'OCCUPIED AT THIS DATE.
 KV5510'
 KV5510'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5510'8-3/4 MILES NORTH OF PRINCETON.
 KV5510
 KV5510                          STATION RECOVERY (1982)
 KV5510
 KV5510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RGP)
 KV5510'THE STATION WAS RECOVERED AT THIS DATE.
 KV5510'THE STATION AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
 KV5510'CONDITION.  THE AZIMUTH 1933 SPIRE WAS NOT RECOVERED AND REFERENCE
 KV5510'MARK 1 WAS FOUND DESTROYED.  A DIFFERENCE OF 3 MINUTES WAS FOUND
 KV5510'BETWEEN REFERENCE MARKS.  SHORTER DISTANCES WERE FOUND, 2.3 CM TO
 KV5510'REFERENCE MARK 2 AND 25 CM TO REFERENCE MARK 3, SLOPE AGREED.
 KV5510'
 KV5510'THE STATION IS LOCATED ABOUT 13.3 KM (8.25 MI)
 KV5510'NORTH OF PRINCETON,
 KV5510'12.9 KM (8.0 MI) NORTHEAST OF HOPEWELL AND ABOUT 100 METERS SOUTH
 KV5510'OF THE BELLE HEAD RAILROAD STATION.
 KV5510'OWNERSHIP--HIGHWAY RIGHT OF WAY.
 KV5510'
 KV5510'TO REACH THE STATION FROM THE POST OFFICE IN BELLE HEAD GO SOUTH ON
 KV5510'U.S. HIGHWAY 206 FOR 0.3 KM (0.2 MI) TO A BRIDGE OVERPASS AND THE
 KV5510'STATION ON THE RIGHT.
 KV5510'
 KV5510'THE STATION IS A STANDARD CGS DISK
 KV5510'STAMPED---PRINCETON N. E. BASE 1929---,
 KV5510'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV5510'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 KV5510'22.9 METERS (75.0 FT) SOUTHWEST FROM THE CENTER OF THE HIGHWAY,
 KV5510'19.4 METERS (63.5 FT) SOUTHEAST FROM THE SOUTH RAIL OF THE RAILWAY,
 KV5510'7.6 METERS (25.0 FT) NORTH FROM THE NORTHEAST CORNER OF A
 KV5510'CULTIVATED FIELD AND
 KV5510'0.9 METERS (3.1 FT) NORTHWEST FROM A WITNESS POST.
 KV5510'
 KV5510'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK
 KV5510'STAMPED---PRINCETON N.E. BASE NO 2 1929---,
 KV5510'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV5510'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 KV5510'34.7 METERS (114.0 FT) SOUTHEAST FROM THE EAST RAIL OF THE RAILWAY,
 KV5510'15.4 METERS (50.6 FT) NORTHWEST FROM A POWER POLE 743 MT,
 KV5510'12.6 METERS (41.3 FT) NORTHEAST FROM A POWER POLE 744 MT AND
 KV5510'0.3 METERS (1.0 FT) SOUTH FROM A WITNESS POST.
 KV5510'MARK IS 1.1 METERS ABOVE THE STATION.
 KV5510'
 KV5510'REFERENCE MARK NO. 3 IS A STANDARD CGS DISK
 KV5510'STAMPED---PRINCETON N.E. BASE NO 2 1929---,
 KV5510'SET INTO A DRILL HOLE IN A CONCRETE WALL UNDER THE WEST EDGE OF THE
 KV5510'BRIDGE WHERE U.S. HIGHWAY 206 PASSES OVER THE TRACK, AND IS ABOUT
 KV5510'0.5 METERS ABOVE THE TRACKS.
 KV5510'24.1 METERS (79.0 FT) NORTHWEST FROM A WITNESS POST,
 KV5510'5.8 METERS (19.0 FT) SOUTHEAST FROM THE EAST RAIL,
 KV5510'2.7 METERS (8.7 FT) NORTHWEST FROM THE BRIDGE ABUTMENT AND
 KV5510'0.6 METERS (2.0 FT) SOUTHEAST FROM THE NORTHEAST EDGE OF THE WALL.
 KV5510'MARK IS 2.5 METERS BELOW THE STATION.
 KV5510'
 KV5510'REFERENCE MARK NO. 4 IS A STANDARD NGS DISK
 KV5510'STAMPED---PRINCETON NORTHEAST BASE 1929 NO 4 1982---,
 KV5510'SET INTO A DRILL HOLE IN A CURB ON THE WEST SIDE OF THE HIGHWAY AND
 KV5510'PROJECTING 20 CM ABOVE IT.
 KV5510'36.9 METERS (121 FT) NORTHWEST FROM A POWER POLE 1112 MT,
 KV5510'22.2 METERS (72.8 FT) SOUTHWEST FROM A POWER POLE 1664,
 KV5510'7.7 METERS (25.3 FT) WEST FROM THE CENTER OF THE HIGHWAY AND
 KV5510'0.9 METERS (2.8 FT) EAST FROM A WITNESS POST.
 KV5510'MARK IS 0.9 METERS BELOW THE STATION.
 KV5510'
 KV5510'AZIMUTH MARK NO. 2 IS A STANDARD NGS DISK
 KV5510'STAMPED---PRINCETON NORTHEAST BASE 1929 1982---,
 KV5510'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5510'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5510'28.2 METERS (92.5 FT) SOUTH-SOUTHEAST FROM A POWER POLE PS1110 MT,
 KV5510'22.1 METERS (72.5 FT) NORTH FROM A POWER POLE PS3727 MT,
 KV5510'16.3 METERS (53.5 FT) SOUTH FROM AN INLET AND
 KV5510'6.7 METERS (22.0 FT) EAST FROM THE EAST EDGE OF THE NEW HIGHWAY.
 KV5510'TO REACH THE AZIMUTH FROM THE STATION,
 KV5510'GO SOUTH FOR 0.4 KM (0.25 MI) ON U.S. HIGHWAY 206 TO THE STATION ON
 KV5510'THE LEFT.
 KV5510'
 KV5510'NEW JERSEY GEODETIC SURVEY MARKER 27530 IS EAST NORTHEAST OF THE
 KV5510'STATION.
 KV5510'
 KV5510'DESCRIBED BY RALPH G POUST.
 KV5510
 KV5510                          STATION RECOVERY (1989)
 KV5510
 KV5510'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV5510'THE STATION IS LOCATED IN MONTGOMERY TOWNSHIP, IN THE NORTH CORNER OF
 KV5510'A FIELD, ON THE SOUTHWEST SIDE OF THE U.S.HIGHWAY 206 BRIDGE OVER AN
 KV5510'ACTIVE, CONRAIL, HIGHSPEED FREIGHT RAILWAY, FORMERLY THE READING
 KV5510'RAILROAD, IN BELLE MEADE.  TO REACH THE STATION FROM THE BELLE MEADE
 KV5510'POST OFFICE GO 0.53 KM (0.33 MI) SOUTH ON ROUTE 206, CROSSING THE
 KV5510'BRIDGE OVER THE RAILWAY, TO A DRIVEWAY, AND A REFERENCE MARK AT THE
 KV5510'END OF THE SOUTHWEST CURB.  TURN RIGHT AND FOLLOW THE NORTHEAST EDGE
 KV5510'OF THE FIELD TO THE BRIDGE AND THE STATION ON THE RIGHT.  THE STATION
 KV5510'CAN ALSO BE REACHED, WITH CONRAIL PERMISSION, BY GOING SOUTHWEST
 KV5510'ALONG THE SOUTHEAST SIDE OF THE TRACKS FROM AN ACCESS DRIVE AT THE
 KV5510'HARD RIGHT TURN ON TOWNSHIP LINE ROAD NORTH OF THE STATION.  THE
 KV5510'STATION IS 22.9 M (75.13 FT) SOUTHWEST OF THE ROUTE 206 CENTERLINE,
 KV5510'19.4 M (63.65 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACKS, 7.6
 KV5510'M (24.93 FT) NORTH OF THE CULTIVATED EDGE OF A FIELD AND 0.9 M
 KV5510'(2.95 FT) NORTHWEST OF A WITNESS POST.  NO MEASUREMENTS WERE TAKEN TO
 KV5510'THE REFERENCE MARKS OR AZMIUTH MARK AT THIS TIME.
 KV5510
 KV5510                          STATION RECOVERY (1990)
 KV5510
 KV5510'RECOVERED 1990
 KV5510'RECOVERED IN GOOD CONDITION.
 KV5510
 KV5510                          STATION RECOVERY (1998)
 KV5510
 KV5510'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV5510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6250 ***********************************************************************
 KV6250  DESIGNATION -  PRINCETON NE BASE AZ MK 2
 KV6250  PID         -  KV6250
 KV6250  STATE/COUNTY-  NJ/SOMERSET
 KV6250  USGS QUAD   -  ROCKY HILL (1970)
 KV6250
 KV6250                         *CURRENT SURVEY CONTROL
 KV6250  ___________________________________________________________________
 KV6250* NAD 83(1996)-  40 27 51.98472(N)    074 39 35.13846(W)     ADJUSTED  
 KV6250* NAVD 88     -        30.     (meters)      98.     (feet)  VERTCON   
 KV6250  ___________________________________________________________________
 KV6250  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 KV6250  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KV6250
 KV6250  HORZ ORDER  -  THIRD
 KV6250
 KV6250.The horizontal coordinates were established by classical geodetic methods
 KV6250.and adjusted by the National Geodetic Survey in September 1999..
 KV6250.No horizontal observational check was made to the station.
 KV6250
 KV6250.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6250
 KV6250.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6250
 KV6250.The geoid height was determined by GEOID03.
 KV6250
 KV6250;                    North         East     Units Scale Factor Converg.
 KV6250;SPC NJ       -   181,092.531   136,451.648   MT  0.99990226   -0 06 13.3
 KV6250;SPC NJ       -   594,134.41    447,675.12   sFT  0.99990226   -0 06 13.3
 KV6250;UTM  18      - 4,479,363.194   528,845.034   MT  0.99961024   +0 13 14.9
 KV6250
 KV6250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6250!SPC NJ       -   1.00000047  x   0.99990226  =   0.99990273
 KV6250!UTM  18      -   1.00000047  x   0.99961024  =   0.99961071
 KV6250
 KV6250                          SUPERSEDED SURVEY CONTROL
 KV6250
 KV6250  NAD 83(1986)-  40 27 51.98404(N)    074 39 35.13991(W) AD(       ) 3
 KV6250  NGVD 29 (06/22/90)   31.     (m)          102.     (f) VERT ANG       
 KV6250
 KV6250.Superseded values are not recommended for survey control.
 KV6250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6250.See file dsdata.txt to determine how the superseded data were derived.
 KV6250
 KV6250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2884579363(NAD 83)
 KV6250_MARKER: DZ = AZIMUTH MARK DISK
 KV6250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6250_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6250+STABILITY: SURFACE MOTION
 KV6250
 KV6250  HISTORY     - Date     Condition        Report By
 KV6250  HISTORY     - 1982     MONUMENTED       NGS
 KV6250  HISTORY     - 19940507 GOOD             USPSQD
 KV6250
 KV6250                          STATION DESCRIPTION
 KV6250
 KV6250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 KV6250'THE STATION IS LOCATED ABOUT 13.3 KM (8.25 MI)
 KV6250'NORTH OF PRINCETON,
 KV6250'13.2 KM (8.25 MI) NORTHEAST OF HOPEWELL AND
 KV6250'0.7 KM (0.5 MI) SOUTH-SOUTHEAST OF BELLE MEAD.
 KV6250'OWNERSHIP--RAILWAY RIGHT OF WAY.
 KV6250'
 KV6250'TO REACH THE STATION FROM THE POST OFFICE IN BELLE MEAD GO SOUTH ON
 KV6250'U.S. HIGHWAY 206 FOR 0.3 KM (0.2 MI) TO A RAILWAY OVERPASS.
 KV6250'CONTINUE AHEAD FOR 0.4 KM (0.25 MI) TO THE STATION ON THE LEFT.
 KV6250'
 KV6250'THE STATION IS A STANDARD NGS DISK
 KV6250'STAMPED---PRINCETON NORTHEAST BASE 1929 1982---,
 KV6250'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6250'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6250'28.2 METERS (92.5 FT) SOUTH-SOUTHEAST FROM A POWER POLE PS1110 MT,
 KV6250'22.1 METERS (72.3 FT) NORTH FROM A POWER POLE PS3727 MT,
 KV6250'16.3 METERS (53.5 FT) SOUTH FROM AN INLET AND
 KV6250'6.7 METERS (22.0 FT) EAST FROM THE PROPOSED EDGE OF U.S. HIGHWAY
 KV6250'206.
 KV6250'
 KV6250'DESCRIBED BY R G POUST.
 KV6250
 KV6250                          STATION RECOVERY (1994)
 KV6250
 KV6250'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV6250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5501 ***********************************************************************
 KV5501  DESIGNATION -  PRINCETON RESET
 KV5501  PID         -  KV5501
 KV5501  STATE/COUNTY-  NJ/MERCER
 KV5501  USGS QUAD   -  PRINCETON (1981)
 KV5501
 KV5501                         *CURRENT SURVEY CONTROL
 KV5501  ___________________________________________________________________
 KV5501* NAD 83(1996)-  40 20 53.43232(N)    074 39 15.55036(W)     ADJUSTED  
 KV5501* NAVD 88     -        61.633  (meters)     202.21   (feet)  ADJUSTED  
 KV5501  ___________________________________________________________________
 KV5501  X           -   1,288,221.273 (meters)                     COMP
 KV5501  Y           -  -4,694,236.198 (meters)                     COMP
 KV5501  Z           -   4,107,544.094 (meters)                     COMP
 KV5501  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 KV5501  ELLIP HEIGHT-          28.39  (meters)          (10/23/02) GPS OBS
 KV5501  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KV5501  DYNAMIC HT  -          61.604 (meters)     202.11  (feet)  COMP
 KV5501  MODELED GRAV-     980,163.8   (mgal)                       NAVD 88
 KV5501
 KV5501  HORZ ORDER  -  FIRST
 KV5501  VERT ORDER  -  FIRST     CLASS II
 KV5501  ELLP ORDER  -  FOURTH    CLASS I
 KV5501
 KV5501.The horizontal coordinates were established by GPS observations
 KV5501.and adjusted by the National Geodetic Survey in May 1999..
 KV5501
 KV5501.The orthometric height was determined by differential leveling
 KV5501.and adjusted by the National Geodetic Survey in April 1995..
 KV5501
 KV5501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5501
 KV5501.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5501
 KV5501.The ellipsoidal height was determined by GPS observations
 KV5501.and is referenced to NAD 83.
 KV5501
 KV5501.The geoid height was determined by GEOID03.
 KV5501
 KV5501.The dynamic height is computed by dividing the NAVD 88
 KV5501.geopotential number by the normal gravity value computed on the
 KV5501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV5501.degrees latitude (g = 980.6199 gals.).
 KV5501
 KV5501.The modeled gravity was interpolated from observed gravity values.
 KV5501
 KV5501;                    North         East     Units Scale Factor Converg.
 KV5501;SPC NJ       -   168,182.692   136,890.542   MT  0.99990211   -0 05 59.7
 KV5501;SPC NJ       -   551,779.38    449,115.05   sFT  0.99990211   -0 05 59.7
 KV5501;UTM  18      - 4,466,459.811   529,356.797   MT  0.99961061   +0 13 25.7
 KV5501
 KV5501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5501!SPC NJ       -   0.99999555  x   0.99990211  =   0.99989766
 KV5501!UTM  18      -   0.99999555  x   0.99961061  =   0.99960616
 KV5501
 KV5501:                Primary Azimuth Mark                     Grid Az
 KV5501:SPC NJ       -  AIRWAY BEACON 72 C                       068 36 59.5
 KV5501:UTM  18      -  AIRWAY BEACON 72 C                       068 17 34.1
 KV5501
 KV5501|---------------------------------------------------------------------|
 KV5501| PID    Reference Object                     Distance      Geod. Az  |
 KV5501|                                                           dddmmss.s |
 KV5501| KV5496 AIRWAY BEACON 72 C                  APPROX. 7.9 KM 0683059.8 |
 KV5501| CB5463 PRINCETON AZ MK 2                                  07224     |
 KV5501| KV5412 EAST OF DAYTON SQUAT TANK           APPROX.16.1 KM 0914053.5 |
 KV5501| KV6456 PRINCETON RM 1                       32.034 METERS 12417     |
 KV5501| CB5462 PRINCETON AZ MK                                    1300307.9 |
 KV5501| KV5504 AIRWAY BEACON 72 A                  APPROX. 6.8 KM 1912202.5 |
 KV5501| KV6455 PRINCETON RM 2                       33.348 METERS 19952     |
 KV5501| KV5506 PRINCETON U CLEV HALL SE SPIRE      APPROX. 1.2 KM 2255043.5 |
 KV5501| KV5505 PRINCETON TRINITY CHURCH SPIRE      APPROX. 0.9 KM 2632302.7 |
 KV5501| KV5499 PRINCETON U HOLD HALL E SPIRE       APPROX. 0.7 KM 2755006.1 |
 KV5501| KV5500 PRINCETON U NASSAU HALL SPIRE       429.343 METERS 2780006.7 |
 KV5501| KV5498 PRINCETON MUNICIPAL TANK            APPROX. 1.0 KM 3042755.1 |
 KV5501|---------------------------------------------------------------------|
 KV5501
 KV5501                          SUPERSEDED SURVEY CONTROL
 KV5501
 KV5501  ELLIP H (05/14/99)   28.40   (m)                       GP(       ) 4 1
 KV5501  NAD 83(1986)-  40 20 53.43184(N)    074 39 15.55286(W) AD(       ) 1
 KV5501  ELLIP H (01/27/92)   28.51   (m)                       GP(       ) 4 1
 KV5501  NAD 83(1986)-  40 20 53.43184(N)    074 39 15.55286(W) AD(       ) 2
 KV5501  NAD 83(1986)-  40 20 53.43029(N)    074 39 15.55214(W) AD(       ) 1
 KV5501  NAD 27      -  40 20 53.04800(N)    074 39 16.97900(W) AD(       ) 1
 KV5501  NAVD 88 (01/21/93)   61.64   (m)          202.2    (f) LEVELING    3  
 KV5501  NGVD 29 (01/10/92)   61.968  (m)          203.31   (f) ADJUSTED    1 2
 KV5501
 KV5501.Superseded values are not recommended for survey control.
 KV5501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5501.See file dsdata.txt to determine how the superseded data were derived.
 KV5501
 KV5501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2935766460(NAD 83)
 KV5501_MARKER: DS = TRIANGULATION STATION DISK
 KV5501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5501_SP_SET: CONCRETE POST
 KV5501_STAMPING: PRINCETON 1933 1965
 KV5501_MARK LOGO: CGS   
 KV5501_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5501+STABILITY: SURFACE MOTION
 KV5501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5501+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 KV5501
 KV5501  HISTORY     - Date     Condition        Report By
 KV5501  HISTORY     - 1933     MONUMENTED       CGS
 KV5501  HISTORY     - 1934     GOOD             NJGS
 KV5501  HISTORY     - 1957     GOOD             NJDCED
 KV5501  HISTORY     - 1965     SEE DESCRIPTION  CGS
 KV5501  HISTORY     - 1965     GOOD             CGS
 KV5501  HISTORY     - 1973     GOOD             NGS
 KV5501  HISTORY     - 19900530 GOOD             NJGS
 KV5501  HISTORY     - 19901115 GOOD             NJGS
 KV5501  HISTORY     - 19901115 GOOD             NJGS
 KV5501  HISTORY     - 19911105 GOOD             NJGS
 KV5501  HISTORY     - 19950418 GOOD             NJGS
 KV5501  HISTORY     - 20000724 MARK NOT FOUND   STEWRT
 KV5501
 KV5501                          STATION DESCRIPTION
 KV5501
 KV5501'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCM)
 KV5501'THIS STATION IS ON THE CAMPUS OF PRINCETON UNIVERSITY, IN THE
 KV5501'TOWN OF PRINCETON.  IT IS ON THE LAWN IN FRONT OF THE OLD
 KV5501'ASTRONOMIC BUILDING.  THE MARK IS 47 FEET N OF THE N CURB OF
 KV5501'PROSPECT AVENUE (THE STREET LEADING PAST THE OLD ASTRONOMIC
 KV5501'BUILDING).  45 FEET E OF THE DRIVEWAY LEADING IN ON THE W SIDE
 KV5501'OF THE BUILDING.  29 FEET SE OF THE SE FACE OF THE
 KV5501'OBSERVATORY.  AND 10 FEET W OF THE SIDEWALK LEADING UP TO THE
 KV5501'BUILDING.  THE MARK IS SET FLUSH WITH THE GROUND.
 KV5501'
 KV5501'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5501'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A, AND 11B.
 KV5501'
 KV5501'REFERENCE MARK NO.1 IS SE OF THE STATION.  SET IN THE GRASS
 KV5501'PLOT BETWEEN THE STREET AND THE SIDEWALK IN FRONT OF THE TOWER
 KV5501'CLUB.  THE MARK IS 7.5 FEET S OF THE S CURB OF PROSPECT PLACE.  16
 KV5501'FEET W OF THE CURB OF THE DRIVEWAY LEADING IN TO THE TOWER
 KV5501'CLUB.  7 FEET N OF THE EDGE OF THE SIDEWALK.  AND IS SET
 KV5501'FLUSH.  REFERENCE MARK NO.2 IS SW OF THE STATION.  SET IN THE
 KV5501'GRASS PLOT BETWEEN THE STREET AND THE SIDEWALK IN FRONT OF THE
 KV5501'CAMPUS CLUB.  THE MARK IS IN THE LINE OF TREES ALONG THE
 KV5501'STREET.  7.5 FEET N OF THE EDGE OF THE SIDEWALK.  AND IS SET
 KV5501'FLUSH.
 KV5501'
 KV5501'THE AZIMUTH MARK IS SSE OF THE STATION.  SET IN THE LINE OF
 KV5501'TREES ALONG THE S EDGE OF A VACANT LOT OPPOSITE THE TENNIS
 KV5501'COURTS, APPROXIMATELY ON LINE WITH THE E SIDE OF THE SECOND
 KV5501'COURT FROM THE E.  IT IS 18 FEET N OF THE CENTER OF A CINDER
 KV5501'ROAD LEADING PAST THE TENNIS COURTS AND PROJECTS 4 INCHES.
 KV5501'
 KV5501'AT THE TIME THE WORK WAS DONE THE UNIVERSITY AUTHORITIES DESIRED
 KV5501'TO LOCATE THE POSITION OF THE NEW ASTRONOMIC BUILDING, SO AN
 KV5501'ADDITIONAL REFERENCE MARK WAS SET.  IT WAS CEMENTED IN THE
 KV5501'MACADAM ON PROSPECT PLACE, NEAR ITS INTERSECTION WITH MURRAY
 KV5501'STREET AND FITZRANDOLPH STREET.  THE MARK IS SET FLUSH, 10 FEET
 KV5501'N OF THE S CURB OF PROSPECT PLACE.  15 FEET S OF THE N CURB.
 KV5501'AND 15 FEET E OF THE EXTENSION OF THE CENTER LINE OF
 KV5501'FITZRANDOLPH STREET.  AS THE MARK IS PRESUMABLY NOT
 KV5501'PERMANENT AND IS NOT VISIBLE FROM THE GROUND AT THE
 KV5501'STATION, NO NUMBER WAS GIVEN TO IT.  IT WAS STAMPED PRINCETON
 KV5501'1933.  THE ANGLE AT THE STATION, FROM THE REFERENCE MARK TO A
 KV5501'MARKED STONE IN THE FACE OF THE NEW ASTRONOMIC BUILDING WAS
 KV5501'MEASURED BY THE OBSERVING PARTY, AND THE OTHER ANGLES WERE
 KV5501'MEASURED BY THE UNIVERSITY.
 KV5501'
 KV5501'TO REACH THE STATION FROM THE MAIN SECTION OF TOWN, GO E ON
 KV5501'THE MAIN STREET TO WASHINGTON ROAD, THEN S (RIGHT) ON THIS
 KV5501'STREET TWO BLOCKS TO PROSPECT PLACE.  TURN E (LEFT) AND GO
 KV5501'ABOUT 1/2 BLOCK TO THE FIRST WHITE BUILDING ON THE N SIDE
 KV5501'OF THE STREET.  THIS IS THE ASTRONOMIC BUILDING AND THE SITE
 KV5501'OF THE STATION.
 KV5501
 KV5501                          STATION RECOVERY (1934)
 KV5501
 KV5501'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1934
 KV5501'STATION, REFERENCE MARK NO.1, AZIMUTH MARK, AND REFERENCE MARK
 KV5501'NO.2 RECOVERED AS DESCRIBED, IN GOOD CONDITION.  EXTRA REFERENCE
 KV5501'MARK AS DESCRIBED IN LAST PARAGRAPH, MARKED
 KV5501'PRINCETON-1933, LOCATED IN MACADAM ON PROSPECT PLACE, NEAR ITS
 KV5501'INTERSECTION WITH MURRAY STREET AND FITZRANDOLPH STREET, WAS
 KV5501'DESTROYED IN 1934.  DISK WAS CEMENTED IN ROADWAY ABOUT 6 INCHES
 KV5501'DEEP AND WAS HEAVED UP, PROBABLY BY FROST.
 KV5501
 KV5501                          STATION RECOVERY (1957)
 KV5501
 KV5501'RECOVERY NOTE BY NJ CONS AND ECON DEV 1957 (EAW)
 KV5501'REPORT OF MR. ELMER A. WILLIAMS, ENGINEER, STATE OF NEW JERSEY,
 KV5501'DEPT. OF CONSERVATION AND ECONOMIC DEVELOPMENT, TRENTON
 KV5501'N. JERSEY, DATED 10/4/57.
 KV5501'
 KV5501'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 KV5501'GOOD CONDITION.  THE ELEVATION OF THE THREE MARKS WAS DETERMINED
 KV5501'BY A ZEISS NI2 THREE READING LEVEL.
 KV5501'
 KV5501'STATION PRINCETON ELEV. 204.427 FEET
 KV5501'
 KV5501'REFERENCE MARK NO. 1 ELEV. 199.957 FEET.
 KV5501'
 KV5501'REFERENCE MARK NO. 2 ELEV. 201.876 FEET.
 KV5501
 KV5501                          STATION RECOVERY (1965)
 KV5501
 KV5501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 KV5501'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION AS
 KV5501'ORIGINALLY DESCRIBED.  WITH THE EXCEPTIONS THAT THE ASTRONOMIC
 KV5501'BUILDING HAS BEEN REMOVED AND A NEW BUILDING, WOODROW WILSON
 KV5501'SCHOOL OF PUBLIC AND INTERNATIONAL AFFAIRS, HAS BEEN ERECTED IN
 KV5501'ITS LOCATION.  IT WAS REQUESTED THAT THE MARK BE LOWERED TO BE
 KV5501'FLUSH WITH THE NEW GRADE CONTOUR.  THE MARK WAS LOWERED 1.27
 KV5501'FEET, HOLDING THE EXACT LOCATION OF THE ORIGINAL MARK WITH
 KV5501'PRECISE ACCURACY.
 KV5501'
 KV5501'A COMPLETE NEW DESCRIPTION FOLLOWS--THE STATION IS LOCATED ON
 KV5501'THE CAMPUS OF PRINCETON UNIVERSITY IN THE CITY OF PRINCETON.  IT
 KV5501'IS ON THE LAWN OF THE WOODROW WILSON SCHOOL OF PUBLIC AND
 KV5501'INTERNATIONAL AFFAIRS BUILDING, ABOUT 1/4 BLOCK EAST OF
 KV5501'WASHINGTON ROAD AND 47 FEET NORTH OF THE NORTH CURB ALONG
 KV5501'PROSPECT AVENUE.  IT IS ALSO 75.5 FEET SOUTH OF THE SOUTH EDGE
 KV5501'OF THE PORCH ON SOUTH SIDE OF BUILDING, 58 FEET NORTHEAST OF A
 KV5501'LAMP POST, THAT IS INSIDE AN ISLAND FORMED BY CURBS, AND 40
 KV5501'FEET EAST OF THE EAST EDGE OF WALKWAY LEADING FROM STREET TO
 KV5501'BUILDING.  THE DISK IS STAMPED PRINCETON 1933 1965 AND
 KV5501'SHOULD BE ABOUT TWO INCHES BELOW SURFACE OF GROUND.
 KV5501'
 KV5501'REFERENCE MARK NO. 1 IS IN PLOT OF GROUND BETWEEN STREET AND
 KV5501'SIDEWALK, 16 FEET WEST OF CURB OF DRIVEWAY, 7.5 FEET SOUTH OF
 KV5501'CURB OF PROSPECT AVE., AND 7 FEET NORTH OF EDGE OF
 KV5501'SIDEWALK.  THE MARK PROJECTS ONE INCH AND THE DISK IS STAMPED,
 KV5501'PRINCETON NO 1 1933.
 KV5501'
 KV5501'REFERENCE MARK NO. 2 IS SET IN BARREN PLOT BETWEEN STREET AND
 KV5501'SIDEWALK, 7.5 FEET NORTH OF EDGE OF SIDEWALK, 7.5 FEET SOUTH OF
 KV5501'CURB ALONG AVENUE, AND IN TREE LINE ALONG STREET.  IT PROJECTS
 KV5501'ABOUT ONE INCH AND THE DISK IS STAMPED PRINCETON NO 2 1933.
 KV5501'
 KV5501'THE AZIMUTH MARK IS LOCATED ALONG THE FIRST STREET TO SOUTH OF
 KV5501'THE STATION.  IT IS 64 FEET WEST OF THE WEST END OF A BRICK WALL,
 KV5501'19 FEET NORTH OF CENTERLINE OF STREET, AND ON EXTENDED LINE
 KV5501'NORTH FROM LINE BETWEEN THE FIRST AND SECOND TENNIS COURTS FROM
 KV5501'THE EAST.  IT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 KV5501'PRINCETON 1933 AZIMUTH.  NOTE--THIS MARK IS NOT VISIBLE FROM THE
 KV5501'GROUND AT STATION.
 KV5501'
 KV5501'THERE WAS ANOTHER AZIMUTH MARK RECOVERED THAT NO DESCRIPTION
 KV5501'WAS HAD FOR.  IT IS 0.2 MILE EAST OF STATION, 24 FEET NORTH OF
 KV5501'THE CENTERLINE OF PROSPECT AVENUE, 12 FEET SOUTH OF A 15-FOOT
 KV5501'RED BRICK WALL, 150 FEET EAST OF WEST END OF WALL, AND 99 FEET
 KV5501'WEST OF CENTER OF LARGE IRON GATE.  IT IS DESCRIBED BY NOTE 11B,
 KV5501'SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED, PRINCETON
 KV5501'3100 1933 1934.
 KV5501
 KV5501                          STATION RECOVERY (1965)
 KV5501
 KV5501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV5501'RECOVERED IN GOOD CONDITION.
 KV5501
 KV5501                          STATION RECOVERY (1973)
 KV5501
 KV5501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 KV5501'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KV5501'CONDITION.  THIS STATION WAS NOT FOUND BY SOME PRIVATE SURVEYOR,
 KV5501'AFTER A SEARCH WAS MADE IT WAS FOUND UNDER 4 INCHES OF FILL.  A
 KV5501'SHORTER DISTANCE OF 0.06 FOOT WAS NOTED TO REFERENCE MARK
 KV5501'ONE.  THE DIRECTION TO BOTH REFERENCE MARKS WERE WITHIN CLOSE
 KV5501'AGREEMENT WITH THE 1933 OBSERVATIONS.  THE AZIMUTH MARK WAS
 KV5501'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE
 KV5501'FROM THE GROUND AT THIS DATE.  THE TREES HAVE GROWN AND THEY
 KV5501'ARE NOW BLOCKING LINE OF SITE TO THE AZIMUTH MARK.
 KV5501'
 KV5501'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 KV5501'
 KV5501'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHEAST OF
 KV5501'TRENTON, 9 MILES NORTHWEST OF HIGHTSTOWN AND ON THE PRINCETON
 KV5501'UNIVERSITY CAMPUS.  IT IS IN THE FRONT YARD OF THE WOODROW
 KV5501'WILSON SCHOOL OF PUBLIC AND INTERNATIONAL AFFAIRS BUILDING.  THIS
 KV5501'IS JUST NORTHEAST OF THE INTERSECTION OF WASHINGTON ROAD AND
 KV5501'PROSPECT AVENUE IN PRINCETON.  THE PROPERTY IS OWNED BY THE
 KV5501'PRINCETON UNIVERSITY.
 KV5501'
 KV5501'THE LOCATION OF THIS STATION IS ADEQUATE FOR A TO REACH.
 KV5501'
 KV5501'THE STATION MARK IS A STANDARD DISK STAMPED PRINCETON 1933
 KV5501'1965, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 KV5501'IS 4 INCHES BELOW THE SURFACE OF THE LAWN.  IT IS 150 FEET
 KV5501'NORTHEAST OF THE INTERSECTION OF WASHINGTON ROAD AND PROSPECT
 KV5501'AVENUE, 109 FEET SOUTHEAST OF THE SOUTH ENTRANCE TO THE WOODROW
 KV5501'WILSON BUILDING, 101 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 KV5501'WOODROW WILSON BUILDING AND 47 FEET NORTH OF THE NORTH CURB OF
 KV5501'PROSPECT AVENUE.
 KV5501'
 KV5501'REFERENCE MARK ONE IS A STANDARD DISK STAMPED PRINCETON NO 1
 KV5501'1933, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 KV5501'PROJECTS 2 INCHES.  IT IS 24 FEET WEST OF THE CENTER OF A DRIVE
 KV5501'WAY AND 7.5 FEET SOUTH OF THE SOUTH CURB OF PROSPECT
 KV5501'AVENUE.
 KV5501'
 KV5501'REFERENCE MARK TWO IS A STANDARD DISK STAMPED PRINCETON NO 2
 KV5501'1933, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 KV5501'PROJECTS 1 INCH.  IT IS 158 FEET EAST OF THE INTERSECTION OF
 KV5501'WASHINGTON ROAD AND PROSPECT AVENUE AND 7 FEET SOUTH OF THE
 KV5501'SOUTH CURB OF PROSPECT AVENUE.  (NOTE 11A)
 KV5501'
 KV5501'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PRINCETON AZIMUTH
 KV5501'1933, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 KV5501'PROJECTS 1 INCH.  IT IS 0.4 MILE SOUTH-SOUTHEAST OF THE STATION
 KV5501'ALONG WASHINGTON ROAD, THENCE 0.1 MILE EAST ON IVY LANE TO MARK
 KV5501'ON LEFT.
 KV5501'
 KV5501'THE AZIMUTH MARK IS 0.1 MILE EAST OF THE INTERSECTION OF
 KV5501'WASHINGTON R AND IVY LANE, 15 FEET NORTH OF THE CENTER OF IVY
 KV5501'LANE, 4 FEET WEST OF A LARGE TREE AND ON THE OPPOSITE SIDE OF
 KV5501'THE ROAD OF A LARGE BUILDING WITH SEVERAL HIGH NARROW WINDOWS
 KV5501'ON THE NORTH SIDE.
 KV5501'
 KV5501'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5501'IN PRINCETON.
 KV5501
 KV5501                          STATION RECOVERY (1990)
 KV5501
 KV5501'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5501'THE STATION IS LOCATED IN THE BOROUGH OF PRINCETON, ON THE CAMPUS OF
 KV5501'PRINCETON UNIVERSITY, ON THE SOUTH SIDE OF ROBERTSON HALL, ON THE
 KV5501'NORTH SIDE OF PROSPECT AVENUE.  TO REACH THE STATION FROM THE
 KV5501'JUNCTION OF WASHINGTON ROAD AND PROSPECT AVENUE, PROCEED 67.5 M
 KV5501'(221.5 FT) NORTHEAST FROM THE EAST CURBLINE OF WASHINGTON ROAD TO THE
 KV5501'STATION ON THE LEFT, 18.3 M (60.0 FT) NORTH OF THE CENTERLINE OF
 KV5501'PROSPECT AVENUE, 14.45 M (47.41 FT) NORTH OF THE NORTH CURBLINE OF
 KV5501'PROSPECT AVENUE, 16.05 M (52.66 FT) EAST OF THE CENTERLINE OF THE
 KV5501'MAIN ENTRANCE WALK TO ROBERTSON HALL, 13.2 M (43.3 FT) SOUTHEAST OF A
 KV5501'12 INCH MAPLE TREE.  THE STATION IS CURRENTLY IN A TEMPORARY
 KV5501'CONSTRUCTION DRIVEWAY AND IS ABOUT 0.2 M (0.7 FT) BELOW THE PAVING.
 KV5501
 KV5501                          STATION RECOVERY (1990)
 KV5501
 KV5501'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5501'RECOVERED IN GOOD CONDITION.
 KV5501
 KV5501                          STATION RECOVERY (1990)
 KV5501
 KV5501'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5501'THE STATION IS LOCATED IN THE BOROUGH OF PRINCETON, SET ON THE NORTH
 KV5501'SIDE OF PROSPECT STREET, IN THE LAWN, ON THE SOUTH SIDE OF ROBERTSON
 KV5501'HALL WHICH IS EAST OF THE JUNCTION OF WASHINGTON ROAD AND PROSPECT
 KV5501'STREET.  THE STATION IS 67.5 M (221.5 FT) EAST OF THE EAST CURB OF
 KV5501'WASHINGTON ROAD, 18.3 M (60.0 FT) NORTH OF THE CENTERLINE OF PROSPECT
 KV5501'STREET, 14.45 M (47.41 FT) NORTH OF THE NORTH CURBLINE OF PROSPECT
 KV5501'STREET, 16.05 M (52.66 FT) EAST OF THE CENTERLINE TO THE SOUTH
 KV5501'ENTRANCE TO ROBERTSON HALL, 24.9 M (81.7 FT) NORTH OF NJGS MONUMENT
 KV5501'100, 13.2 M (43.3 FT) NORTHWEST OF A 12 INCH MAPLE TREE, 1.32 M
 KV5501'(4.33 FT) NORTHEAST OF A CARSONITE WITNESS POST SET IN A SEMICIRCULAR
 KV5501'LANDSCAPED AREA, 6.40 M (21.00 FT) WEST OF THE WEST CORNER OF AN
 KV5501'INLET, 10.20 M (33.46 FT) NORTHWEST OF A METAL LAMP POST AND IS
 KV5501'RECESSED 0.15 M (0.49 FT) BELOW THE GROUND.
 KV5501
 KV5501                          STATION RECOVERY (1991)
 KV5501
 KV5501'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5501'RECOVERED IN GOOD CONDITION.
 KV5501
 KV5501                          STATION RECOVERY (1995)
 KV5501
 KV5501'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV5501'THE STATION IS LOCATED IN THE BOROUGH OF PRINCETON ON THE GROUNDS OF
 KV5501'PRINCETON UNIVERSITY, SET IN THE SOUTH LAWN IN FRONT OF THE WOODROW
 KV5501'WILSON SCHOOL OF INTERNATIONAL AFFAIRS, ON PROSPECT STREET.  THE
 KV5501'STATION IS 68.5 M (224.7 FT) EAST FROM THE EAST CURB OF WASHINGTON
 KV5501'STREET, 16.3 M (53.5 FT) EAST FROM THE CENTERLINE OF THE WALKWAY TO
 KV5501'THE WOODROW WILSON SCHOOL, 14.4 M (47.2 FT) NORTH FROM THE NORTH
 KV5501'CURBLINE OF PROSPECT STREET, 7.2 M (23.6 FT) WEST FROM THE CENTER OF
 KV5501'AN INLET IN THE SOUTHEAST GRASS AREA, 10.2 M (33.5 FT) NORTHWEST FROM
 KV5501'A METAL LIGHT POLE, 6.0 M (19.7 FT) NORTHWEST FROM THE NORTHWEST
 KV5501'CORNER OF A LOW CONCRETE RETAINING WALL, 13.3 M (43.6 FT) SOUTHEAST
 KV5501'FROM A 1.5 FT (0.5 M) DIAMETER BEECH TREE AND ABOUT 0.15 M (0.49 FT)
 KV5501'BELOW THE GROUND.
 KV5501
 KV5501                          STATION RECOVERY (2000)
 KV5501
 KV5501'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2000 (JMS)
 KV5501'PROBABLY DESTROYED BY NEW CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6456 ***********************************************************************
 KV6456  DESIGNATION -  PRINCETON RM 1
 KV6456  PID         -  KV6456
 KV6456  STATE/COUNTY-  NJ/MERCER
 KV6456  USGS QUAD   -  PRINCETON (1981)
 KV6456
 KV6456                         *CURRENT SURVEY CONTROL
 KV6456  ___________________________________________________________________
 KV6456* NAD 83(1986)-  40 20 53.     (N)    074 39 13.     (W)     SCALED    
 KV6456* NAVD 88     -        60.622  (meters)     198.89   (feet)  ADJUSTED  
 KV6456  ___________________________________________________________________
 KV6456  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KV6456  DYNAMIC HT  -          60.594 (meters)     198.80  (feet)  COMP
 KV6456  MODELED GRAV-     980,163.8   (mgal)                       NAVD 88
 KV6456
 KV6456  VERT ORDER  -  FIRST     CLASS II
 KV6456
 KV6456.The horizontal coordinates were scaled from a topographic map and have
 KV6456.an estimated accuracy of +/- 6 seconds.
 KV6456
 KV6456.The orthometric height was determined by differential leveling
 KV6456.and adjusted by the National Geodetic Survey in April 1995..
 KV6456
 KV6456.The geoid height was determined by GEOID03.
 KV6456
 KV6456.The dynamic height is computed by dividing the NAVD 88
 KV6456.geopotential number by the normal gravity value computed on the
 KV6456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6456.degrees latitude (g = 980.6199 gals.).
 KV6456
 KV6456.The modeled gravity was interpolated from observed gravity values.
 KV6456
 KV6456;                    North         East    Units  Estimated Accuracy
 KV6456;SPC NJ       -   168,170.      136,950.      MT  (+/- 180 meters Scaled)
 KV6456
 KV6456                          SUPERSEDED SURVEY CONTROL
 KV6456
 KV6456  NGVD 29 (01/10/92)   60.957  (m)          199.99   (f) ADJUSTED    1 2
 KV6456
 KV6456.Superseded values are not recommended for survey control.
 KV6456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6456.See file dsdata.txt to determine how the superseded data were derived.
 KV6456
 KV6456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK294664(NAD 83)
 KV6456_MARKER: DR = REFERENCE MARK DISK
 KV6456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6456_SP_SET: CONCRETE POST
 KV6456_STAMPING: PRINCETON NO 1 1933
 KV6456_MARK LOGO: CGS   
 KV6456_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6456+STABILITY: SURFACE MOTION
 KV6456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6456+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1995
 KV6456
 KV6456  HISTORY     - Date     Condition        Report By
 KV6456  HISTORY     - 1933     MONUMENTED       CGS
 KV6456  HISTORY     - 19900530 GOOD             NJGS
 KV6456  HISTORY     - 19911114 GOOD             NJGS
 KV6456  HISTORY     - 19950523 GOOD             NJGS
 KV6456
 KV6456                          STATION DESCRIPTION
 KV6456
 KV6456'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6456'THE STATION IS LOCATED IN THE BOROUGH OF PRINCETON, ON THE CAMPUS OF
 KV6456'PRINCETON UNIVERSITY, ON THE SOUTH SIDE OF PROSPECT AVENUE.  TO REACH
 KV6456'THE STATION FROM THE JUNCTION OF WASHINGTON ROAD AND PROSPECT AVENUE,
 KV6456'PROCEED 85.0 M (278.9 FT) NORTHEAST FROM THE EAST CURBLINE OF
 KV6456'WASHINGTON ROAD TO THE STATION ON THE RIGHT, 2.25 M (7.38 FT) SOUTH
 KV6456'OF THE SOUTH CURBLINE OF PROSPECT AVENUE, 7.1 M (23.3 FT) SOUTH OF
 KV6456'THE CENTERLINE OF PROSPECT AVENUE, 2.0 M (6.6 FT) NORTH OF THE NORTH
 KV6456'EDGE OF THE SIDEWALK, IN FRONT OF HOUSE NUMBER 13 AND FLUSH WITH THE
 KV6456'GROUND.
 KV6456
 KV6456                          STATION RECOVERY (1991)
 KV6456
 KV6456'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV6456'RECOVERED IN GOOD CONDITION.
 KV6456
 KV6456                          STATION RECOVERY (1995)
 KV6456
 KV6456'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV6456'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6455 ***********************************************************************
 KV6455  DESIGNATION -  PRINCETON RM 2
 KV6455  PID         -  KV6455
 KV6455  STATE/COUNTY-  NJ/MERCER
 KV6455  USGS QUAD   -  PRINCETON (1981)
 KV6455
 KV6455                         *CURRENT SURVEY CONTROL
 KV6455  ___________________________________________________________________
 KV6455* NAD 83(1986)-  40 20 53.     (N)    074 39 13.     (W)     SCALED    
 KV6455* NAVD 88     -        60.972  (meters)     200.04   (feet)  ADJUSTED  
 KV6455  ___________________________________________________________________
 KV6455  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KV6455  DYNAMIC HT  -          60.944 (meters)     199.95  (feet)  COMP
 KV6455  MODELED GRAV-     980,163.8   (mgal)                       NAVD 88
 KV6455
 KV6455  VERT ORDER  -  FIRST     CLASS II
 KV6455
 KV6455.The horizontal coordinates were scaled from a topographic map and have
 KV6455.an estimated accuracy of +/- 6 seconds.
 KV6455
 KV6455.The orthometric height was determined by differential leveling
 KV6455.and adjusted by the National Geodetic Survey in April 1995..
 KV6455.WARNING-Repeat measurements at this control monument indicate possible
 KV6455.vertical movement.
 KV6455
 KV6455.The geoid height was determined by GEOID03.
 KV6455
 KV6455.The dynamic height is computed by dividing the NAVD 88
 KV6455.geopotential number by the normal gravity value computed on the
 KV6455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6455.degrees latitude (g = 980.6199 gals.).
 KV6455
 KV6455.The modeled gravity was interpolated from observed gravity values.
 KV6455
 KV6455;                    North         East    Units  Estimated Accuracy
 KV6455;SPC NJ       -   168,170.      136,950.      MT  (+/- 180 meters Scaled)
 KV6455
 KV6455                          SUPERSEDED SURVEY CONTROL
 KV6455
 KV6455  NGVD 29 (01/10/92)   61.308  (m)          201.14   (f) ADJUSTED    1 2
 KV6455
 KV6455.Superseded values are not recommended for survey control.
 KV6455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6455.See file dsdata.txt to determine how the superseded data were derived.
 KV6455
 KV6455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK294664(NAD 83)
 KV6455_MARKER: DR = REFERENCE MARK DISK
 KV6455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6455_SP_SET: CONCRETE POST
 KV6455_STAMPING: PRINCETON NO 2 1933
 KV6455_MARK LOGO: CGS   
 KV6455_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6455+STABILITY: SURFACE MOTION
 KV6455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6455+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1995
 KV6455
 KV6455  HISTORY     - Date     Condition        Report By
 KV6455  HISTORY     - 1933     MONUMENTED       CGS
 KV6455  HISTORY     - 19900530 GOOD             NJGS
 KV6455  HISTORY     - 19911114 GOOD             NJGS
 KV6455  HISTORY     - 19950523 GOOD             NJGS
 KV6455
 KV6455                          STATION DESCRIPTION
 KV6455
 KV6455'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6455'THE STATION IS LOCATED IN THE BOROUGH OF PRINCETON, ON THE CAMPUS OF
 KV6455'PRINCETON UNIVERSITY, ON THE SOUTH SIDE OF PROSPECT AVENUE.  TO REACH
 KV6455'THE STATION FROM THE JUNCTION OF WASHINGTON ROAD AND PROSPECT AVENUE,
 KV6455'PROCEED 45.0 M (147.6 FT) NORTHEAST FROM THE EAST CURBLINE OF
 KV6455'WASHINGTON ROAD TO THE STATION ON THE RIGHT, 2.21 M (7.25 FT) SOUTH
 KV6455'OF THE SOUTH CURB OF PROSPECT AVENUE, 2.25 M (7.38 FT) NORTH OF THE
 KV6455'NORTH EDGE OF THE SIDEWALK, 33.33 M (109.35 FT) SOUTH SOUTHWEST AND
 KV6455'ACROSS PROSPECT AVENUE FROM TRIANGULATION STATION PRINCETON, 7.9 M
 KV6455'(25.9 FT) SOUTH OF THE CENTERLINE OF PROSPECT AVENUE AND 0.02 M
 KV6455'(0.07 FT) ABOVE THE GROUND.
 KV6455
 KV6455                          STATION RECOVERY (1991)
 KV6455
 KV6455'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV6455'RECOVERED IN GOOD CONDITION.
 KV6455
 KV6455                          STATION RECOVERY (1995)
 KV6455
 KV6455'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV6455'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5509 ***********************************************************************
 KV5509  DESIGNATION -  PRINCETON SW BASE
 KV5509  PID         -  KV5509
 KV5509  STATE/COUNTY-  NJ/SOMERSET
 KV5509  USGS QUAD   -  ROCKY HILL (1970)
 KV5509
 KV5509                         *CURRENT SURVEY CONTROL
 KV5509  ___________________________________________________________________
 KV5509* NAD 83(1996)-  40 24 26.30940(N)    074 43 33.02651(W)     ADJUSTED  
 KV5509* NAVD 88     -        46.3    (meters)     152.     (feet)  GPS OBS   
 KV5509  ___________________________________________________________________
 KV5509  X           -   1,281,236.832 (meters)                     COMP
 KV5509  Y           -  -4,691,725.684 (meters)                     COMP
 KV5509  Z           -   4,112,536.092 (meters)                     COMP
 KV5509  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 KV5509  ELLIP HEIGHT-          12.84  (meters)          (10/23/02) GPS OBS
 KV5509  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KV5509
 KV5509  HORZ ORDER  -  FIRST
 KV5509  ELLP ORDER  -  FOURTH    CLASS I
 KV5509
 KV5509.The horizontal coordinates were established by GPS observations
 KV5509.and adjusted by the National Geodetic Survey in May 1999..
 KV5509
 KV5509.The orthometric height was determined by GPS observations and a
 KV5509.high-resolution geoid model.
 KV5509
 KV5509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5509
 KV5509.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5509
 KV5509.The ellipsoidal height was determined by GPS observations
 KV5509.and is referenced to NAD 83.
 KV5509
 KV5509.The geoid height was determined by GEOID03.
 KV5509
 KV5509;                    North         East     Units Scale Factor Converg.
 KV5509;SPC NJ       -   174,761.282   130,831.575   MT  0.99990452   -0 08 47.0
 KV5509;SPC NJ       -   573,362.64    429,236.59   sFT  0.99990452   -0 08 47.0
 KV5509;UTM  18      - 4,473,002.113   523,262.532   MT  0.99960666   +0 10 39.8
 KV5509
 KV5509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5509!SPC NJ       -   0.99999799  x   0.99990452  =   0.99990251
 KV5509!UTM  18      -   0.99999799  x   0.99960666  =   0.99960465
 KV5509
 KV5509:                Primary Azimuth Mark                     Grid Az
 KV5509:SPC NJ       -  STATE VILLAGE EPILEPTICS TANK            075 55 58.0
 KV5509:UTM  18      -  STATE VILLAGE EPILEPTICS TANK            075 36 31.2
 KV5509
 KV5509|---------------------------------------------------------------------|
 KV5509| PID    Reference Object                     Distance      Geod. Az  |
 KV5509|                                                           dddmmss.s |
 KV5509| KV5507 STATE VILLAGE EPILEPTICS TANK       APPROX. 3.0 KM 0754711.0 |
 KV5509| KV5491 TEN MILE                            APPROX.10.5 KM 0843741.2 |
 KV5509| CB5467 PRINCETON SW BASE RM 1              120.850 METERS 12317     |
 KV5509| KV5503 AIRWAY BN 72 E OF MT ROSE           APPROX. 5.1 KM 1362737.2 |
 KV5509| CB5468 PRINCETON SW BASE RM 2              131.653 METERS 21305     |
 KV5509| KV5777 HOPEWELL ST MICHAELS SCH CROSS      APPROX. 3.4 KM 2233921.1 |
 KV5509|---------------------------------------------------------------------|
 KV5509
 KV5509                          SUPERSEDED SURVEY CONTROL
 KV5509
 KV5509  ELLIP H (05/14/99)   12.86   (m)                       GP(       ) 4 1
 KV5509  NAD 83(1986)-  40 24 26.30851(N)    074 43 33.02835(W) AD(       ) 1
 KV5509  ELLIP H (01/27/92)   12.96   (m)                       GP(       ) 4 1
 KV5509  NAD 83(1986)-  40 24 26.30772(N)    074 43 33.02829(W) AD(       ) 1
 KV5509  NAD 27      -  40 24 25.92900(N)    074 43 34.44900(W) AD(       ) 1
 KV5509  NGVD 29 (10/04/91)   46.6    (m)          153.     (f) GPS OBS        
 KV5509
 KV5509.Superseded values are not recommended for survey control.
 KV5509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5509.See file dsdata.txt to determine how the superseded data were derived.
 KV5509
 KV5509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2326373002(NAD 83)
 KV5509_MARKER: DS = TRIANGULATION STATION DISK
 KV5509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5509_SP_SET: CONCRETE POST
 KV5509_STAMPING: PRINCETON SW BASE 1929
 KV5509_MARK LOGO: CGS   
 KV5509_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5509+STABILITY: SURFACE MOTION
 KV5509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5509+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1993
 KV5509
 KV5509  HISTORY     - Date     Condition        Report By
 KV5509  HISTORY     - 1929     MONUMENTED       CGS
 KV5509  HISTORY     - 1929     GOOD             CGS
 KV5509  HISTORY     - 1965     GOOD             CGS
 KV5509  HISTORY     - 1977     GOOD             NGS
 KV5509  HISTORY     - 19910328 GOOD
 KV5509  HISTORY     - 19930505 GOOD             NJGS
 KV5509
 KV5509                          STATION DESCRIPTION
 KV5509
 KV5509'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 KV5509'STATION IS ABOUT 2 MILES NE OF HOPEWELL, AND 3/4 MILE NE OF
 KV5509'STOUTSBURG, ON A LOW RIDGE OF LAND OWNED BY EMIL DUDKIN.  THE
 KV5509'STATION IS ABOUT 1/8 MILE W OF DUDKINS HOUSE IN HIS WESTERN
 KV5509'LINE FENCE, AND ON THE WESTERN EXTENSION OF A TANGENT OF THE
 KV5509'PHILADELPHIA AND READING RAILWAY.
 KV5509'
 KV5509'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5509'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 KV5509'
 KV5509'REFERENCE MARK NO.1 IS SE OF THE STATION ON S BANK OF DITCH
 KV5509'AND NO.2 IS SW OF THE STATION IN LINE OF BRUSH ON THE N BANK OF
 KV5509'THE SAME DITCH.  ALL MARKS PROJECT 6 INCHES ABOVE SURFACE.
 KV5509'
 KV5509'TO REACH STATION FROM HOPEWELL BY MACADAM ROAD THROUGH
 KV5509'STOUTSBURG, AND E TO SECOND LEFT HAND ROAD, WHICH IS 1 MILE E
 KV5509'OF STOUTSBURG, TURN LEFT 0.3 MILE TO EMIL DUDKINS HOUSE, WHICH
 KV5509'IS ON LEFT.  TURN LEFT IN FARM LAND AND FOLLOW W TO DUDKINS
 KV5509'WESTERN LINE FENCE, AND THEN PROCEED S ABOUT 50 METERS TO
 KV5509'STATION.
 KV5509'
 KV5509'HEIGHT OF SIGNAL ABOVE STATION MARK - 27 METERS.
 KV5509
 KV5509                          STATION RECOVERY (1929)
 KV5509
 KV5509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929
 KV5509'RECOVERED IN GOOD CONDITION.
 KV5509
 KV5509                          STATION RECOVERY (1965)
 KV5509
 KV5509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 KV5509'THE STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 KV5509'ALL RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 KV5509'
 KV5509'FOLLOWING ARE SOME ADDITIONAL NOTES AND A TO REACH DESCRIPTION--
 KV5509'
 KV5509'THE STATION IS ON PROPERTY OF THE KAUFMAN DAIRY AND POULTRY
 KV5509'FARM.  IT IS APPROXIMATELY 400 YARDS WEST OF THE BARNS IN A
 KV5509'NORTH-SOUTH FENCE LINE, 100 FEET SOUTH OF A T-FENCE INTERSECTION,
 KV5509'114 FEET SOUTH OF THE CREST OF RIDGE, AND 1.5 FEET EAST OF A
 KV5509'FENCE LINE.  IT PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 KV5509'PRINCETON SW BASE 1929.
 KV5509'
 KV5509'REFERENCE MARK NO. 1 IS 120.85 METERS SOUTHEAST OF THE STATION
 KV5509'IN PASTURE LAND AND ON TOP OF OLD RAILROAD BED.  REFERENCE MARK
 KV5509'NO. 2 IS 131.65 METERS SOUTHWEST OF THE STATION, ON NORTH BANK OF
 KV5509'DITCH IN BRUSH LINE AND 25 FEET NORTH OF TWO OLD STONE ABUTMENTS
 KV5509'FOR RAILROAD BRIDGE.
 KV5509'
 KV5509'TO REACH FROM CROSSROAD IN VILLAGE OF STOUTSBURG.  GO EAST ON
 KV5509'SURFACED ROAD FOR 1.0 MILE TO A ROAD LEFT, HOLLOW RD TO ZION,
 KV5509'(THIS ROAD IS 3.85 MILES WEST FROM THE JUNCTION OF
 KV5509'U.S. HWY. 206 AND ST. HWY. 518 ON ST. HWY. 518), TURN LEFT AND
 KV5509'GO NORTH ON HOLLOW RD. FOR 0.25 MILE, TURN LEFT INTO DRIVEWAY
 KV5509'AND GO WEST TO BARNS, DRIVE AROUND NORTH SIDE OF BARNS AND
 KV5509'CONTINUE WEST ON LANE FOR 0.25 MILE TO STATION ABOUT 150 FEET
 KV5509'TO LEFT.
 KV5509
 KV5509                          STATION RECOVERY (1977)
 KV5509
 KV5509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KV5509'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KV5509'CONDITION AS PREVIOUSLY DESCRIBED.  THIS STATION WAS NOT OCCUPIED
 KV5509'AT THIS DATE.
 KV5509'
 KV5509'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5509'3/4 MILES NORTHEAST OF STOUTSBURG.
 KV5509
 KV5509                          STATION RECOVERY (1991)
 KV5509
 KV5509'RECOVERED 1991
 KV5509'RECOVERED IN GOOD CONDITION.
 KV5509
 KV5509                          STATION RECOVERY (1993)
 KV5509
 KV5509'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV5509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5505 ***********************************************************************
 KV5505  DESIGNATION -  PRINCETON TRINITY CHURCH SPIRE
 KV5505  PID         -  KV5505
 KV5505  STATE/COUNTY-  NJ/MERCER
 KV5505  USGS QUAD   -  PRINCETON (1981)
 KV5505
 KV5505                         *CURRENT SURVEY CONTROL
 KV5505  ___________________________________________________________________
 KV5505* NAD 83(1996)-  40 20 50.03261(N)    074 39 53.84037(W)     ADJUSTED  
 KV5505* NAVD 88     -                                                        
 KV5505  ___________________________________________________________________
 KV5505  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 KV5505  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KV5505
 KV5505  HORZ ORDER  -  THIRD
 KV5505
 KV5505.The horizontal coordinates were established by classical geodetic methods
 KV5505.and adjusted by the National Geodetic Survey in September 1999..
 KV5505
 KV5505
 KV5505.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5505
 KV5505.The geoid height was determined by GEOID03.
 KV5505
 KV5505;                    North         East     Units Scale Factor Converg.
 KV5505;SPC NJ       -   168,079.469   135,986.807   MT  0.99990242   -0 06 24.5
 KV5505;SPC NJ       -   551,440.72    446,150.05   sFT  0.99990242   -0 06 24.5
 KV5505;UTM  18      - 4,466,351.515   528,453.924   MT  0.99960997   +0 13 00.9
 KV5505
 KV5505                          SUPERSEDED SURVEY CONTROL
 KV5505
 KV5505  NAD 83(1986)-  40 20 50.03064(N)    074 39 53.84160(W) AD(       ) 4
 KV5505  NAD 27      -  40 20 49.64700(N)    074 39 55.27300(W) AD(       ) 3
 KV5505
 KV5505.Superseded values are not recommended for survey control.
 KV5505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5505.See file dsdata.txt to determine how the superseded data were derived.
 KV5505
 KV5505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2845466352(NAD 83)
 KV5505_MARKER: 90 = CHURCH SPIRE
 KV5505
 KV5505  HISTORY     - Date     Condition        Report By
 KV5505  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5505
 KV5505                          STATION DESCRIPTION
 KV5505
 KV5505'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5505'STATION IS ON U.S. HIGHWAY 31 OPPOSITE THE WASHINGTON MONUMENT
 KV5505'PARK ON S SIDE OF HIGHWAY.  SETS BACK FROM STREET ABOUT 125
 KV5505'FEET WITH LAWN IN FRONT.
 KV5505'
 KV5505'CHURCH IS OF SANDSTONE WITH RED TRIM.  LARGE TOWER IN CENTER
 KV5505'WITH BELFRY WHICH MOUNTS AN OCTAGONAL SPIRE, WIDE AT BASE.  BASE
 KV5505'HAS FOUR SMALL PYRAMIDAL SPIRES.  MAIN SPIRE TOP ABOUT 115 FEET
 KV5505'FROM GROUND.  AT TOP A WROUGHT IRON CROSS.  ALL SPIRES ARE SLATE
 KV5505'COVERED.  CHIMES IN BELFRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5506 ***********************************************************************
 KV5506  DESIGNATION -  PRINCETON U CLEV HALL SE SPIRE
 KV5506  PID         -  KV5506
 KV5506  STATE/COUNTY-  NJ/MERCER
 KV5506  USGS QUAD   -  PRINCETON (1981)
 KV5506
 KV5506                         *CURRENT SURVEY CONTROL
 KV5506  ___________________________________________________________________
 KV5506* NAD 83(1996)-  40 20 26.00710(N)    074 39 52.46261(W)     ADJUSTED  
 KV5506* NAVD 88     -                                                        
 KV5506  ___________________________________________________________________
 KV5506  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 KV5506  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KV5506
 KV5506  HORZ ORDER  -  THIRD
 KV5506
 KV5506.The horizontal coordinates were established by classical geodetic methods
 KV5506.and adjusted by the National Geodetic Survey in September 1999..
 KV5506
 KV5506
 KV5506.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5506
 KV5506.The geoid height was determined by GEOID03.
 KV5506
 KV5506;                    North         East     Units Scale Factor Converg.
 KV5506;SPC NJ       -   167,338.421   136,017.941   MT  0.99990241   -0 06 23.5
 KV5506;SPC NJ       -   549,009.47    446,252.19   sFT  0.99990241   -0 06 23.5
 KV5506;UTM  18      - 4,465,610.871   528,489.233   MT  0.99960999   +0 13 01.7
 KV5506
 KV5506                          SUPERSEDED SURVEY CONTROL
 KV5506
 KV5506  NAD 83(1986)-  40 20 26.00526(N)    074 39 52.46398(W) AD(       ) 4
 KV5506  NAD 27      -  40 20 25.61800(N)    074 39 53.89400(W) AD(       ) 3
 KV5506
 KV5506.Superseded values are not recommended for survey control.
 KV5506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5506.See file dsdata.txt to determine how the superseded data were derived.
 KV5506
 KV5506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2848965611(NAD 83)
 KV5506_MARKER: 89 = SPIRE
 KV5506
 KV5506  HISTORY     - Date     Condition        Report By
 KV5506  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5506
 KV5506                          STATION DESCRIPTION
 KV5506
 KV5506'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5506'STATION IS ABOUT 1/4 MILE E OF NASSAU STREET, ON S SIDE OF GOLF
 KV5506'COURSE, IN S SIDE OF PRINCETON.  LOCATED ABOUT 1/2 MILE S OF
 KV5506'MAIN SCHOOL (PRINCETON).
 KV5506'
 KV5506'CLEVELAND HALL BUILT OF NATIVE SANDSTONE, TRIMMED WITH
 KV5506'LIMESTONE, AND IS VERY IMPOSING STRUCTURE.  UNOBSTRUCTED VIEW
 KV5506'TO E.  HIDDEN FROM W.
 KV5506'
 KV5506'SPIRE IS AT SE CORNER OF BUILDING.  ABOUT 150 FEET HIGH, 40
 KV5506'FEET SQUARE.  EACH CORNER MOUNTS A VERY ORNATE CUT STONE BELFRY,
 KV5506'PROBABLY COPPER WORK AT PINNACLES, PAINTED GRAY.  LIGHTNING ROD
 KV5506'ON EACH PINNACLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5499 ***********************************************************************
 KV5499  DESIGNATION -  PRINCETON U HOLD HALL E SPIRE
 KV5499  PID         -  KV5499
 KV5499  STATE/COUNTY-  NJ/MERCER
 KV5499  USGS QUAD   -  PRINCETON (1981)
 KV5499
 KV5499                         *CURRENT SURVEY CONTROL
 KV5499  ___________________________________________________________________
 KV5499* NAD 83(1996)-  40 20 55.58118(N)    074 39 43.04499(W)     ADJUSTED  
 KV5499* NAVD 88     -                                                        
 KV5499  ___________________________________________________________________
 KV5499  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 KV5499  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KV5499
 KV5499  HORZ ORDER  -  THIRD
 KV5499
 KV5499.The horizontal coordinates were established by classical geodetic methods
 KV5499.and adjusted by the National Geodetic Survey in September 1999..
 KV5499
 KV5499
 KV5499.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5499
 KV5499.The geoid height was determined by GEOID03.
 KV5499
 KV5499;                    North         East     Units Scale Factor Converg.
 KV5499;SPC NJ       -   168,250.126   136,241.865   MT  0.99990233   -0 06 17.5
 KV5499;SPC NJ       -   552,000.62    446,986.85   sFT  0.99990233   -0 06 17.5
 KV5499;UTM  18      - 4,466,523.560   528,707.939   MT  0.99961014   +0 13 07.9
 KV5499
 KV5499                          SUPERSEDED SURVEY CONTROL
 KV5499
 KV5499  NAD 83(1986)-  40 20 55.57913(N)    074 39 43.04634(W) AD(       ) 4
 KV5499  NAD 27      -  40 20 55.19500(N)    074 39 44.47300(W) AD(       ) 3
 KV5499
 KV5499.Superseded values are not recommended for survey control.
 KV5499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5499.See file dsdata.txt to determine how the superseded data were derived.
 KV5499
 KV5499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2870866524(NAD 83)
 KV5499_MARKER: 89 = SPIRE
 KV5499
 KV5499  HISTORY     - Date     Condition        Report By
 KV5499  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5499
 KV5499                          STATION DESCRIPTION
 KV5499
 KV5499'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5499'STATION IS ON E SIDE OF NASSAU STREET AT S END OF PRINCETON
 KV5499'UNIVERSITY CAMPUS.  SPIRES ARE ON TOWER AT SW CORNER OF
 KV5499'BUILDING, WHICH IS BUILT IN SHAPE OF A SQUARE, AND IS ONE OF
 KV5499'THE LARGE DORMITORIES AT PRINCETON UNIVERSITY.
 KV5499'
 KV5499'SPIRES ARE VERY ORNATE, CUT STONE PINNACLES, MOUNTING LION
 KV5499'RAMPANT WEATHER VANES.  ABOUT 125 FEET FROM STREET LEVEL TO VANE.
 KV5499'
 KV5499'SPIRE IS OPPOSITE CHAMBERS STREET, WHICH TS INTO NASSAU FROM THE N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5500 ***********************************************************************
 KV5500  DESIGNATION -  PRINCETON U NASSAU HALL SPIRE
 KV5500  PID         -  KV5500
 KV5500  STATE/COUNTY-  NJ/MERCER
 KV5500  USGS QUAD   -  PRINCETON (1981)
 KV5500
 KV5500                         *CURRENT SURVEY CONTROL
 KV5500  ___________________________________________________________________
 KV5500* NAD 83(1996)-  40 20 55.36959(N)    074 39 33.56617(W)     ADJUSTED  
 KV5500* NAVD 88     -                                                        
 KV5500  ___________________________________________________________________
 KV5500  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 KV5500  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KV5500
 KV5500  HORZ ORDER  -  THIRD
 KV5500
 KV5500.The horizontal coordinates were established by classical geodetic methods
 KV5500.and adjusted by the National Geodetic Survey in September 1999..
 KV5500
 KV5500
 KV5500.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5500
 KV5500.The geoid height was determined by GEOID03.
 KV5500
 KV5500;                    North         East     Units Scale Factor Converg.
 KV5500;SPC NJ       -   168,243.195   136,465.526   MT  0.99990225   -0 06 11.3
 KV5500;SPC NJ       -   551,977.88    447,720.65   sFT  0.99990225   -0 06 11.3
 KV5500;UTM  18      - 4,466,517.894   528,931.570   MT  0.99961030   +0 13 14.0
 KV5500
 KV5500                          SUPERSEDED SURVEY CONTROL
 KV5500
 KV5500  NAD 83(1986)-  40 20 55.36755(N)    074 39 33.56752(W) AD(       ) 4
 KV5500  NAD 27      -  40 20 54.98600(N)    074 39 34.99300(W) AD(       ) 3
 KV5500
 KV5500.Superseded values are not recommended for survey control.
 KV5500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5500.See file dsdata.txt to determine how the superseded data were derived.
 KV5500
 KV5500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2893266518(NAD 83)
 KV5500_MARKER: 89 = SPIRE
 KV5500
 KV5500  HISTORY     - Date     Condition        Report By
 KV5500  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5500
 KV5500                          STATION DESCRIPTION
 KV5500
 KV5500'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5500'STATION IS ON TOP OF NASSAU HALL, OLDEST BUILDING AT PRINCETON
 KV5500'UNIVERSITY, FRONTS ON NASSAU STREET TOWARD W.  BUILDING
 KV5500'CONSTRUCTED OF RED SANDSTONE, 3 STORIES HIGH, IN SHAPE OF T
 KV5500'WITH BELFRY AT CENTER.  BELFRY WHITE WITH CLOCK NEAR
 KV5500'TOP.  MOUNTS A BLACK DOME AND CUPOLA ABOVE (WHITE) WITH GOLD
 KV5500'BALL AND WEATHER VANE ARROW AT TOP.  ABOUT 100 FEET FROM GROUND
 KV5500'LEVEL.  HIGH TREES ALL AROUND.  ABOUT 200 FEET TO S PROPERTY
 KV5500'LINE OF NASSAU STREET.  FRONTS N TOWARD ARTHERSPOON AVENUE
 KV5500'WHICH TS INTO NASSAU STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4160 ***********************************************************************
 KV4160  DESIGNATION -  PROS
 KV4160  PID         -  KV4160
 KV4160  STATE/COUNTY-  NJ/ESSEX
 KV4160  USGS QUAD   -  ORANGE (1981)
 KV4160
 KV4160                         *CURRENT SURVEY CONTROL
 KV4160  ___________________________________________________________________
 KV4160* NAD 83(1996)-  40 45 52.95107(N)    074 10 12.72011(W)     ADJUSTED  
 KV4160* NAVD 88     -        67.6    (meters)     222.     (feet)  GPS OBS   
 KV4160  ___________________________________________________________________
 KV4160  X           -   1,319,636.407 (meters)                     COMP
 KV4160  Y           -  -4,654,255.221 (meters)                     COMP
 KV4160  Z           -   4,142,690.929 (meters)                     COMP
 KV4160  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 KV4160  ELLIP HEIGHT-          35.30  (meters)          (10/23/02) GPS OBS
 KV4160  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV4160
 KV4160  HORZ ORDER  -  FIRST
 KV4160  ELLP ORDER  -  FOURTH    CLASS I
 KV4160
 KV4160.The horizontal coordinates were established by GPS observations
 KV4160.and adjusted by the National Geodetic Survey in May 1999..
 KV4160
 KV4160.The orthometric height was determined by GPS observations and a
 KV4160.high-resolution geoid model.
 KV4160
 KV4160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4160
 KV4160.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4160
 KV4160.The ellipsoidal height was determined by GPS observations
 KV4160.and is referenced to NAD 83.
 KV4160
 KV4160.The geoid height was determined by GEOID03.
 KV4160
 KV4160;                    North         East     Units Scale Factor Converg.
 KV4160;SPC NJ       -   214,473.011   177,843.460   MT  0.99990954   +0 12 55.2
 KV4160;SPC NJ       -   703,650.20    583,474.75   sFT  0.99990954   +0 12 55.2
 KV4160;SPC NY L     -    66,424.137   285,629.453   MT  0.99999601   -0 06 40.8
 KV4160;SPC NY L     -   217,926.52    937,102.63   sFT  0.99999601   -0 06 40.8
 KV4160;UTM  18      - 4,512,969.182   570,035.398   MT  0.99966037   +0 32 30.6
 KV4160
 KV4160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4160!SPC NJ       -   0.99999446  x   0.99990954  =   0.99990400
 KV4160!SPC NY L     -   0.99999446  x   0.99999601  =   0.99999047
 KV4160!UTM  18      -   0.99999446  x   0.99966037  =   0.99965483
 KV4160
 KV4160:                Primary Azimuth Mark                     Grid Az
 KV4160:SPC NJ       -  SPIRE                                    036 22 47.1
 KV4160:SPC NY L     -  SPIRE                                    036 42 23.1
 KV4160:UTM  18      -  SPIRE                                    036 03 11.7
 KV4160
 KV4160|---------------------------------------------------------------------|
 KV4160| PID    Reference Object                     Distance      Geod. Az  |
 KV4160|                                                           dddmmss.s |
 KV4160| KV4162 SPIRE                               APPROX. 3.0 KM 0363542.3 |
 KV4160| KV4198 N NEWARK MONO SERVICE TANK          APPROX. 1.8 KM 0420138.0 |
 KV4160| KV4200 PASSAIC R MAAS WALDSTEIN CHIM       APPROX. 2.2 KM 0440323.2 |
 KV4160| KV4149 KEARNY SACRED HEART CH SPIRE        APPROX. 1.6 KM 0752948.9 |
 KV4160| CB5469 PROS RM 1                             0.970 METERS 10707     |
 KV4160| KV4157 KEARNY CONGOLEUM NAIRN CHIMNEY      APPROX. 0.9 KM 1085502.0 |
 KV4160| KV4145 KIN                                 APPROX. 1.8 KM 1235430.9 |
 KV4160| KV4144 HARRISON ST CELIA CHURCH CROSS      APPROX. 1.6 KM 1242804.2 |
 KV4160| KV4161 NEWARK MUT BEN INS BLDG FLAG        395.410 METERS 16706     |
 KV4160| KV4693 NEWARK N J BELL TELE BLDG FLAG      APPROX. 2.4 KM 1770708.5 |
 KV4160| CB5470 PROS RM 2                            13.286 METERS 19915     |
 KV4160| CB5471 PROS RM 3                            16.227 METERS 29909     |
 KV4160|---------------------------------------------------------------------|
 KV4160
 KV4160                          SUPERSEDED SURVEY CONTROL
 KV4160
 KV4160  ELLIP H (05/14/99)   35.31   (m)                       GP(       ) 4 1
 KV4160  NAD 83(1996)-  40 45 52.95084(N)    074 10 12.72032(W) AD(       ) 1
 KV4160  NAD 83(1986)-  40 45 52.94884(N)    074 10 12.72269(W) AD(       ) 1
 KV4160  NAD 83(1986)-  40 45 52.94615(N)    074 10 12.72422(W) AD(       ) 2
 KV4160  NAD 27      -  40 45 52.58500(N)    074 10 14.20300(W) AD(       ) 2
 KV4160
 KV4160.Superseded values are not recommended for survey control.
 KV4160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4160.See file dsdata.txt to determine how the superseded data were derived.
 KV4160
 KV4160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7003512969(NAD 83)
 KV4160_MARKER: DS = TRIANGULATION STATION DISK
 KV4160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4160_SP_SET: CONCRETE POST
 KV4160_STAMPING: PROS 1933
 KV4160_MARK LOGO: CGS   
 KV4160_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV4160+STABILITY: SURFACE MOTION
 KV4160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4160+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1992
 KV4160
 KV4160  HISTORY     - Date     Condition        Report By
 KV4160  HISTORY     - 1933     MONUMENTED       CGS
 KV4160  HISTORY     - 1933     GOOD             CGS
 KV4160  HISTORY     - 19920211 GOOD             NJGS
 KV4160
 KV4160                          STATION DESCRIPTION
 KV4160
 KV4160'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4160'STATION IS W OF THE PASSAIC RIVER, IN NEWARK ON THE E SIDE OF
 KV4160'MOUNT PROSPECT AVENUE BETWEEN ARLINGTON AVENUE AND MOUNT PROSPECT
 KV4160'PLACE.  IT IS ATOP AN APARTMENT BUILDING AT 375 MOUNT PROSPECT
 KV4160'AVENUE (AN 8-STORY, MODERN, RED BRICK STRUCTURE) ON THE NE
 KV4160'CORNER OF THE ROOF.
 KV4160'
 KV4160'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KV4160'STAMPED PROS-1933 SET IN THE TOP OF A DOME-SHAPED CONCRETE
 KV4160'MONUMENT, SECURED TO THE CONCRETE ROOF WITH LAG-SCREWS.
 KV4160'
 KV4160'THREE STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE
 KV4160'PLACED.  NO.1 IN THE COPING TO THE E.  NO.2 IN THE COPING TO THE
 KV4160'S.  NO.3 IN THE COPING TO THE NW.  ADDITIONAL REFERENCE
 KV4160'MEASUREMENTS WERE TAKEN AS FOLLOWS --
 KV4160'
 KV4160'NORMAL TO INSIDE OF E WALL 0.800 METERS.
 KV4160'
 KV4160'NORMAL TO INSIDE OF N WALL 0.862 METERS.
 KV4160'
 KV4160'TO NE INSIDE CORNER 1.168 METERS.
 KV4160'
 KV4160'THE FINIAL OF A WOODEN WATER TANK LOCATED S OF THE STATION
 KV4160'SERVED AS AN ECCENTRIC FOR POINTINGS FROM STATION WLWL.
 KV4160'
 KV4160'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD
 KV4160'SETUPS.  LEAD-BLOCK FOOTINGS ARE RECOMMENDED TO PROHIBIT
 KV4160'LEG-SLIP ON THE TAR AND SLAG ROOFING.
 KV4160'
 KV4160'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 METERS.
 KV4160
 KV4160                          STATION RECOVERY (1933)
 KV4160
 KV4160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 KV4160'RECOVERED IN GOOD CONDITION.
 KV4160
 KV4160                          STATION RECOVERY (1992)
 KV4160
 KV4160'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV4160'THE STATION IS LOCATED IN THE CITY OF NEWARK ON THE EAST SIDE OF MOUNT
 KV4160'PROSPECT AVENUE ON TOP OF THE NORTHEAST CORNER OF THE ROOF OF AN
 KV4160'EIGHT STORY RED BRICK APARTMENT BUILDING, NUMBER 375 MOUNT PROSPECT
 KV4160'AVENUE.  PERMISSION TO OCCUPY THE STATION MUST BE OBTAINED FROM
 KV4160'CAROLYN BEAR, PHONE  201 482 1170.  THE STATION, STAMPED PROS 1933,
 KV4160'IS A STANDARD TRIANGULATION STATION DISK SET IN THE TOP OF A DOME
 KV4160'SHAPED CONCRETE MONUMENT ATTACHED TO THE ROOF WITH LAG SCREWS.
 KV4160'REFERENCE MARK NUMBERS 1,2 AND 3 WERE ALSO RECOVERED.  NO
 KV4160'MEASUREMENTS WERE TAKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6531 ***********************************************************************
 KV6531  DESIGNATION -  PROSPECT RESET
 KV6531  PID         -  KV6531
 KV6531  STATE/COUNTY-  NJ/SOMERSET
 KV6531  USGS QUAD   -  GLADSTONE (1995)
 KV6531
 KV6531                         *CURRENT SURVEY CONTROL
 KV6531  ___________________________________________________________________
 KV6531* NAD 83(1996)-  40 39 28.66521(N)    074 37 37.48068(W)     ADJUSTED  
 KV6531* NAVD 88     -       179.7    (meters)     590.     (feet)  VERTCON   
 KV6531  ___________________________________________________________________
 KV6531  X           -   1,284,553.747 (meters)                     COMP
 KV6531  Y           -  -4,672,166.373 (meters)                     COMP
 KV6531  Z           -   4,133,777.906 (meters)                     COMP
 KV6531  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 KV6531  ELLIP HEIGHT-         146.42  (meters)          (10/23/02) GPS OBS
 KV6531  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KV6531
 KV6531  HORZ ORDER  -  SECOND
 KV6531  ELLP ORDER  -  FOURTH    CLASS I
 KV6531
 KV6531.The horizontal coordinates were established by GPS observations
 KV6531.and adjusted by the National Geodetic Survey in May 1999..
 KV6531
 KV6531.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6531
 KV6531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6531
 KV6531.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6531
 KV6531.The ellipsoidal height was determined by GPS observations
 KV6531.and is referenced to NAD 83.
 KV6531
 KV6531.The geoid height was determined by GEOID03.
 KV6531
 KV6531;                    North         East     Units Scale Factor Converg.
 KV6531;SPC NJ       -   202,575.663   139,254.266   MT  0.99990142   -0 04 58.1
 KV6531;SPC NJ       -   664,616.99    456,870.04   sFT  0.99990142   -0 04 58.1
 KV6531;UTM  18      - 4,500,855.635   531,524.919   MT  0.99961223   +0 14 34.7
 KV6531
 KV6531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6531!SPC NJ       -   0.99997703  x   0.99990142  =   0.99987845
 KV6531!UTM  18      -   0.99997703  x   0.99961223  =   0.99958927
 KV6531
 KV6531:                Primary Azimuth Mark                     Grid Az
 KV6531:SPC NJ       -  RED LIGHT ON TOP WATER TANK              013 23 56.1
 KV6531:UTM  18      -  RED LIGHT ON TOP WATER TANK              013 04 23.3
 KV6531
 KV6531|---------------------------------------------------------------------|
 KV6531| PID    Reference Object                     Distance      Geod. Az  |
 KV6531|                                                           dddmmss.s |
 KV6531| KV5793 RED LIGHT ON TOP WATER TANK         APPROX. 7.7 KM 0131858.0 |
 KV6531| CB5472 PROSPECT RM 1                        18.910 METERS 09434     |
 KV6531| KV5803 MT HOREB RESET                      APPROX. 7.0 KM 1370952.7 |
 KV6531| CB5473 PROSPECT RM 2                        16.060 METERS 16344     |
 KV6531|---------------------------------------------------------------------|
 KV6531
 KV6531                          SUPERSEDED SURVEY CONTROL
 KV6531
 KV6531  ELLIP H (05/14/99)  146.43   (m)                       GP(       ) 4 1
 KV6531  NAD 83(1986)-  40 39 28.66468(N)    074 37 37.48173(W) AD(       ) 2
 KV6531  NGVD 29 (10/04/91)  179.9    (m)          590.     (f) GPS OBS        
 KV6531
 KV6531.Superseded values are not recommended for survey control.
 KV6531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6531.See file dsdata.txt to determine how the superseded data were derived.
 KV6531
 KV6531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3152500856(NAD 83)
 KV6531_MARKER: DH = HORIZONTAL CONTROL DISK
 KV6531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6531_SP_SET: CONCRETE POST
 KV6531_STAMPING: PROSPECT 1933 1977 1989
 KV6531_MARK LOGO: NGS   
 KV6531_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV6531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6531+STABILITY: SURFACE MOTION
 KV6531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6531+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1990
 KV6531
 KV6531  HISTORY     - Date     Condition        Report By
 KV6531  HISTORY     - 1989     MONUMENTED       NJGS
 KV6531  HISTORY     - 19900212 GOOD
 KV6531
 KV6531                          STATION DESCRIPTION
 KV6531
 KV6531'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6531'THE STATION IS LOCATED IN A PLAYGROUND OF A RECENTLY BUILT HOUSING
 KV6531'PROJECT, ON THE HIGHEST GROUND AT THE HIGHLANDS RECREATION CENTRE,
 KV6531'ABOUT 1.6 KM (0.99 MI) NORTHEAST OF PLUCKEMIN.
 KV6531'TO REACH THE STATION FROM THE
 KV6531'JUNCTION OF U.S. HIGHWAY 202,206 AND COUNTY ROAD 525 IN PLUCKEMIN, GO
 KV6531'1.2 KM (0.75 MI) NORTH ON ROUTE 206 TO INTERSTATE HIGHWAY I 287,
 KV6531'NORTHBOUND ENTRANCE 18.  TURN RIGHT, GO 0.64 KM (0.40 MI) NORTHEAST
 KV6531'TO SCHLEY MOUNTAIN ROAD ON THE RIGHT.  TURN RIGHT AND GO 1.6 KM
 KV6531'(0.99 MI) UPHILL  ONTO ALLEN ROAD.  CONTINUE 1.1 KM (0.68 MI) UPHILL
 KV6531'TO RANSOM ROAD ON THE RIGHT.  TURN RIGHT, GO 0.16 KM (0.10 MI) TO
 KV6531'SIGNAL POINT ROAD ON THE RIGHT.  TURN RIGHT, GO 0.16 KM (0.10 MI) TO
 KV6531'THE HIGHLANDS RECREATION CENTRE AND PARKING LOT ON THE RIGHT.  THE
 KV6531'STATION IS LOCATED ABOUT 100 M (328.08 FT) NORTH OF THE CENTER ON THE
 KV6531'HIGHEST GROUND, 9.1 M (29.86 FT) WEST OF THE WEST CORNER OF A FOUR
 KV6531'FOOT SQUARE CONCRETE PAD, 5.6 M (18.37 FT) SOUTH OF THE NORTH SIDE OF
 KV6531'A CHAIN LINK FENCE AND 3.95 M (12.96 FT) NORTH NORTHEAST OF A CENTER
 KV6531'POLE FOR A SPIRAL SLIDE.
 KV6531
 KV6531                          STATION RECOVERY (1990)
 KV6531
 KV6531'RECOVERED 1990
 KV6531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5837 ***********************************************************************
 KV5837  DESIGNATION -  PSE+G 1
 KV5837  PID         -  KV5837
 KV5837  STATE/COUNTY-  NJ/HUDSON
 KV5837  USGS QUAD   -  JERSEY CITY (1981)
 KV5837
 KV5837                         *CURRENT SURVEY CONTROL
 KV5837  ___________________________________________________________________
 KV5837* NAD 83(1996)-  40 39 19.99055(N)    074 07 07.53173(W)     ADJUSTED  
 KV5837* NAVD 88     -         4.4    (meters)      14.     (feet)  VERTCON   
 KV5837  ___________________________________________________________________
 KV5837  X           -   1,325,965.100 (meters)                     COMP
 KV5837  Y           -  -4,660,627.503 (meters)                     COMP
 KV5837  Z           -   4,133,461.979 (meters)                     COMP
 KV5837  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 KV5837  ELLIP HEIGHT-         -26.91  (meters)          (10/23/02) GPS OBS
 KV5837  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KV5837
 KV5837  HORZ ORDER  -  SECOND
 KV5837  ELLP ORDER  -  FOURTH    CLASS I
 KV5837
 KV5837.The horizontal coordinates were established by GPS observations
 KV5837.and adjusted by the National Geodetic Survey in May 1999..
 KV5837
 KV5837.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5837
 KV5837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5837
 KV5837.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5837
 KV5837.The ellipsoidal height was determined by GPS observations
 KV5837.and is referenced to NAD 83.
 KV5837
 KV5837.The geoid height was determined by GEOID03.
 KV5837
 KV5837;                    North         East     Units Scale Factor Converg.
 KV5837;SPC NJ       -   202,370.223   182,239.011   MT  0.99991279   +0 14 54.2
 KV5837;SPC NJ       -   663,942.97    597,895.82   sFT  0.99991279   +0 14 54.2
 KV5837;SPC NY L     -    54,295.453   289,956.367   MT  1.00000064   -0 04 39.6
 KV5837;SPC NY L     -   178,134.33    951,298.51   sFT  1.00000064   -0 04 39.6
 KV5837;UTM  18      - 4,500,894.591   574,498.667   MT  0.99966831   +0 34 27.0
 KV5837
 KV5837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5837!SPC NJ       -   1.00000422  x   0.99991279  =   0.99991701
 KV5837!SPC NY L     -   1.00000422  x   1.00000064  =   1.00000486
 KV5837!UTM  18      -   1.00000422  x   0.99966831  =   0.99967253
 KV5837
 KV5837                          SUPERSEDED SURVEY CONTROL
 KV5837
 KV5837  ELLIP H (05/14/99)  -26.90   (m)                       GP(       ) 4 1
 KV5837  NAD 83(1996)-  40 39 19.99046(N)    074 07 07.53179(W) AD(       ) 2
 KV5837  NAD 83(1996)-  40 39 19.98922(N)    074 07 07.53311(W) AD(       ) 2
 KV5837  NAD 83(1992)-  40 39 19.98875(N)    074 07 07.53397(W) AD(       ) 2
 KV5837  NAD 83(1986)-  40 39 19.98962(N)    074 07 07.53231(W) AD(       ) 2
 KV5837  NGVD 29 (09/27/88)    4.7    (m)           15.     (f) GPS OBS        
 KV5837
 KV5837.Superseded values are not recommended for survey control.
 KV5837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5837.See file dsdata.txt to determine how the superseded data were derived.
 KV5837
 KV5837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7449900895(NAD 83)
 KV5837_MARKER: I = METAL ROD
 KV5837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5837_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5837+STABILITY: SURFACE MOTION
 KV5837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5837+SATELLITE: SATELLITE OBSERVATIONS - 1986
 KV5837
 KV5837  HISTORY     - Date     Condition        Report By
 KV5837  HISTORY     - 1986     MONUMENTED       PSEG
 KV5837  HISTORY     - 19920221 MARK NOT FOUND   NJGS
 KV5837
 KV5837                          STATION DESCRIPTION
 KV5837
 KV5837'DESCRIBED BY PUBLIC SERVICE E + G 1986 (AH)
 KV5837'THE STATION IS LOCATED 0.1 KM (0.06 MI) NORTH OF THE INTERSECTION OF
 KV5837'ISABELLA AND OAK STREETS IN BAYONNE, N.J. AT THE NW CORNER OF A CHAIN
 KV5837'LINK FENCE SURROUNDING A FUEL STORAGE DEPOT.
 KV5837'
 KV5837'TO REACH THE STATION FROM THE INTERSECTION OF THE ROUTE 169 OVERPASS
 KV5837'AND BROADWAY (GARFIELD) IN BAYONNE, N.J., GO SOUTHWEST ON BROADWAY
 KV5837'FOR 5.0 KM (3.1 MI) TO THE INTERSECTION OF BROADWAY AND LINNETT STS.
 KV5837'(ONE BLOCK NORTH OF 8TH ST.).  TURN LEFT ON LINNETT ST AND GO EAST FOR
 KV5837'0.16KM (0.1 MI) TO THE INTERSECTION OF LINNETT AND OAK STREETS BEAR
 KV5837'LEFT ON TO OAK ST. AND GO EAST ON OAK FOR 0.5 KM (0.3 MI) JUST PAST
 KV5837'INTERSECTION OF OAK AND ISABELLA STREETS TO INTERSECTION OF RAILROAD
 KV5837'TRACKS WITH OAK ST.
 KV5837'
 KV5837'STATION IS AT NW CORNER OF CHAINLINK FENCE SURROUNDING FUEL STORAGE
 KV5837'DEPOT.  TO REACH STATION FROM INTERSECTION OF RAILROAD TRACKS AND OAK
 KV5837'ST. GO NORTH ALONG WEST SIDE FENCE SURROUNDING FUEL STORAGE DEPOT
 KV5837'ABOUT 100 METERS TO NW CORNER OF FENCE.  STATION IS SET FLUSH WITH THE
 KV5837'GROUND HALF WAY BETWEEN THE FENCE CORNER AND A UTILITY POLE.  THE MARK
 KV5837'IS A SQUARE BRASS PLUG SET IN A SQUARE CONCRETE MONUMENT.  THE MARK
 KV5837'CONTAINS NO STAMPING.
 KV5837
 KV5837                          STATION RECOVERY (1992)
 KV5837
 KV5837'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KV5837'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A HALF HOUR
 KV5837'SEARCH BY A TWO MAN PARTY.  THE TIES DID NOT MATCH THE ORIGINAL
 KV5837'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6532 ***********************************************************************
 KV6532  DESIGNATION -  PSEG 1
 KV6532  PID         -  KV6532
 KV6532  STATE/COUNTY-  NJ/SOMERSET
 KV6532  USGS QUAD   -  RARITAN (1981)
 KV6532
 KV6532                         *CURRENT SURVEY CONTROL
 KV6532  ___________________________________________________________________
 KV6532* NAD 83(1996)-  40 32 46.12192(N)    074 44 36.71471(W)     ADJUSTED  
 KV6532* NAVD 88     -        54.9    (meters)     180.     (feet)  VERTCON   
 KV6532  ___________________________________________________________________
 KV6532  X           -   1,277,156.356 (meters)                     COMP
 KV6532  Y           -  -4,682,472.191 (meters)                     COMP
 KV6532  Z           -   4,124,268.833 (meters)                     COMP
 KV6532  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 KV6532  ELLIP HEIGHT-          21.30  (meters)          (10/23/02) GPS OBS
 KV6532  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KV6532
 KV6532  HORZ ORDER  -  SECOND
 KV6532  ELLP ORDER  -  FOURTH    CLASS I
 KV6532
 KV6532.The horizontal coordinates were established by GPS observations
 KV6532.and adjusted by the National Geodetic Survey in May 1999..
 KV6532
 KV6532.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6532
 KV6532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6532
 KV6532.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6532
 KV6532.The ellipsoidal height was determined by GPS observations
 KV6532.and is referenced to NAD 83.
 KV6532
 KV6532.The geoid height was determined by GEOID03.
 KV6532
 KV6532;                    North         East     Units Scale Factor Converg.
 KV6532;SPC NJ       -   190,180.717   129,372.553   MT  0.99990524   -0 09 29.9
 KV6532;SPC NJ       -   623,951.24    424,449.78   sFT  0.99990524   -0 09 29.9
 KV6532;UTM  18      - 4,488,408.433   521,716.648   MT  0.99960580   +0 10 00.2
 KV6532
 KV6532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6532!SPC NJ       -   0.99999666  x   0.99990524  =   0.99990190
 KV6532!UTM  18      -   0.99999666  x   0.99960580  =   0.99960246
 KV6532
 KV6532:                Primary Azimuth Mark                     Grid Az
 KV6532:SPC NJ       -  PSEG 2                                   061 12 44.5
 KV6532:UTM  18      -  PSEG 2                                   060 53 14.4
 KV6532
 KV6532|---------------------------------------------------------------------|
 KV6532| PID    Reference Object                     Distance      Geod. Az  |
 KV6532|                                                           dddmmss.s |
 KV6532| KV6533 PSEG 2                              APPROX. 0.5 KM 0610314.6 |
 KV6532|---------------------------------------------------------------------|
 KV6532
 KV6532                          SUPERSEDED SURVEY CONTROL
 KV6532
 KV6532  ELLIP H (05/14/99)   21.31   (m)                       GP(       ) 4 1
 KV6532  NAD 83(1986)-  40 32 46.12173(N)    074 44 36.71654(W) AD(       ) 2
 KV6532  NGVD 29 (10/04/91)   55.1    (m)          181.     (f) GPS OBS        
 KV6532
 KV6532.Superseded values are not recommended for survey control.
 KV6532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6532.See file dsdata.txt to determine how the superseded data were derived.
 KV6532
 KV6532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2171788408(NAD 83)
 KV6532_MARKER: DD = SURVEY DISK
 KV6532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV6532_SP_SET: FIELD DRAIN HEADWALL
 KV6532_MARK LOGO: PSEG  
 KV6532_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6532+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1990
 KV6532
 KV6532  HISTORY     - Date     Condition        Report By
 KV6532  HISTORY     - UNK      MONUMENTED       PSEG
 KV6532  HISTORY     - 19900215 GOOD             NJGS
 KV6532  HISTORY     - 20031122 GOOD             USPSQD
 KV6532
 KV6532                          STATION DESCRIPTION
 KV6532
 KV6532'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6532'THE STATION IS LOCATED IN BRANCHBURG TOWNSHIP, ON THE SOUTHEAST SIDE
 KV6532'OF U.S.HIGHWAY 202, AT A POWER TRANSMISSION SUBSTATION OF PUBLIC
 KV6532'SERVICE ELECTRIC AND GAS COMPANY.  TO REACH THE STATION FROM THE
 KV6532'JUNCTION OF U.S. HIGHWAY 202 AND PLEASANT RUN ROAD, COUNTY ROAD 629,
 KV6532'GO 1.9 KM (1.18 MI) NORTHEAST ON ROUTE 202 TO THE STATION ON THE
 KV6532'RIGHT.  THE STATION IS 0.32 KM (0.20 MI) NORTHEAST ON ROUTE 202 FROM
 KV6532'ITS JUNCTION WITH OLD YORK ROAD, WHICH LEADS TO CENTERVILLE.  ALSO
 KV6532'0.60 KM (0.37 MI) SOUTHWEST ON ROUTE 202 FROM ITS JUNCTION WITH
 KV6532'WHITON ROAD.  THE STATION IS 2.1 M (6.89 FT) SOUTHEAST OF AN INLET
 KV6532'CURBPIECE ON ROUTE 202 AND 17.0 M (55.77 FT) NORTHEAST OF POLE BT 758
 KV6532'BG.  THE STATION IS FLUSH WITH THE TOP OF THE HEADWALL AND ABOUT 1.2
 KV6532'M (3.94 FT) ABOVE THE ROADWAY.
 KV6532
 KV6532                          STATION RECOVERY (2003)
 KV6532
 KV6532'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV6532'REMOVE SENTENCE IS PREVIOUS STATION DESCRIPTION THAT READS 'THE
 KV6532'STATION IS .32 KM (0.20 MI) NORTHEAST ON ROUTE 202 FROM IT'S JUNCTION
 KV6532'WITH OLD YORK ROAD...'
 KV6532'THIS DIRECTION IS WRONG AND IN CONFLICT WITH THE REST OF THE STATION
 KV6532'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5838 ***********************************************************************
 KV5838  DESIGNATION -  PSE+G 2
 KV5838  PID         -  KV5838
 KV5838  STATE/COUNTY-  NJ/HUDSON
 KV5838  USGS QUAD   -  JERSEY CITY (1981)
 KV5838
 KV5838                         *CURRENT SURVEY CONTROL
 KV5838  ___________________________________________________________________
 KV5838* NAD 83(1996)-  40 41 37.05603(N)    074 06 30.58762(W)     ADJUSTED  
 KV5838* NAVD 88     -         8.2    (meters)      27.     (feet)  VERTCON   
 KV5838  ___________________________________________________________________
 KV5838  X           -   1,326,046.123 (meters)                     COMP
 KV5838  Y           -  -4,657,742.485 (meters)                     COMP
 KV5838  Z           -   4,136,671.148 (meters)                     COMP
 KV5838  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 KV5838  ELLIP HEIGHT-         -22.97  (meters)          (10/23/02) GPS OBS
 KV5838  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV5838
 KV5838  HORZ ORDER  -  SECOND
 KV5838  ELLP ORDER  -  FOURTH    CLASS I
 KV5838
 KV5838.The horizontal coordinates were established by GPS observations
 KV5838.and adjusted by the National Geodetic Survey in May 1999..
 KV5838
 KV5838.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5838
 KV5838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5838
 KV5838.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5838
 KV5838.The ellipsoidal height was determined by GPS observations
 KV5838.and is referenced to NAD 83.
 KV5838
 KV5838.The geoid height was determined by GEOID03.
 KV5838
 KV5838;                    North         East     Units Scale Factor Converg.
 KV5838;SPC NJ       -   206,601.626   183,087.995   MT  0.99991347   +0 15 19.0
 KV5838;SPC NJ       -   677,825.50    600,681.20   sFT  0.99991347   +0 15 19.0
 KV5838;SPC NY L     -    58,522.321   290,829.499   MT  0.99999861   -0 04 15.5
 KV5838;SPC NY L     -   192,001.98    954,163.11   sFT  0.99999861   -0 04 15.5
 KV5838;UTM  18      - 4,505,129.722   575,323.367   MT  0.99966983   +0 34 52.7
 KV5838
 KV5838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5838!SPC NJ       -   1.00000360  x   0.99991347  =   0.99991707
 KV5838!SPC NY L     -   1.00000360  x   0.99999861  =   1.00000221
 KV5838!UTM  18      -   1.00000360  x   0.99966983  =   0.99967343
 KV5838
 KV5838                          SUPERSEDED SURVEY CONTROL
 KV5838
 KV5838  ELLIP H (05/14/99)  -22.96   (m)                       GP(       ) 4 1
 KV5838  NAD 83(1996)-  40 41 37.05593(N)    074 06 30.58768(W) AD(       ) 2
 KV5838  NAD 83(1996)-  40 41 37.05471(N)    074 06 30.58890(W) AD(       ) 2
 KV5838  NAD 83(1992)-  40 41 37.05420(N)    074 06 30.58995(W) AD(       ) 2
 KV5838  NAD 83(1986)-  40 41 37.05360(N)    074 06 30.58952(W) AD(       ) 2
 KV5838  NGVD 29 (09/27/88)    8.6    (m)           28.     (f) GPS OBS        
 KV5838
 KV5838.Superseded values are not recommended for survey control.
 KV5838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5838.See file dsdata.txt to determine how the superseded data were derived.
 KV5838
 KV5838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7532305130(NAD 83)
 KV5838_MARKER: DD = SURVEY DISK
 KV5838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5838_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5838+STABILITY: SURFACE MOTION
 KV5838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5838+SATELLITE: SATELLITE OBSERVATIONS - 1986
 KV5838
 KV5838  HISTORY     - Date     Condition        Report By
 KV5838  HISTORY     - 1986     MONUMENTED       PSEG
 KV5838  HISTORY     - 19920221 MARK NOT FOUND   NJGS
 KV5838
 KV5838                          STATION DESCRIPTION
 KV5838
 KV5838'DESCRIBED BY PUBLIC SERVICE E + G 1986 (AH)
 KV5838'THE STATION IS LOCATED NEAR THE CONRAIL RAILROAD TRACKS OFF W 59TH ST
 KV5838'IN BAYONNE, N.J. JUST NORTH OF THE ROUTE 78 OVERPASS.
 KV5838'
 KV5838'TO REACH THE STATION FROM ROUTE 169 (59TH ST) AND BROADWAY GO WEST ON
 KV5838'W 59TH ST. 0.9 KM (0.55 MI) TO A SHARP LEFT CURVE IN RD. AND A GRAVEL
 KV5838'ROAD ON RIGHT.  TURN RIGHT ON TO GRAVEL RD. AND FOLLOW IT UP A HILL TO
 KV5838'RAILROAD TRACKS AND STATION.
 KV5838'
 KV5838'THE STATION IS 4.9 M (16 FT) SOUTH OF RAILROAD TRACK AND 16.5 M
 KV5838'(54 FT) NORTH OF SHORT POWER POLE, AND 4.3 M (14 FT) WEST OF NO. 5
 KV5838'RAIL MARKER.  THE MARK IS A BRASS DISK SET IN A SQUARE CONCRETE
 KV5838'MONUMENT 0.03 M (0.1 FT) ABOVE GROUND AND STAMPED---PSE+G CONTROL
 KV5838'SURVEY MARK---.
 KV5838
 KV5838                          STATION RECOVERY (1992)
 KV5838
 KV5838'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KV5838'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A HALF HOUR
 KV5838'SEARCH BY A TWO MAN PARTY.  THE TIES DID NOT MATCH THE ORIGINAL
 KV5838'DESCRIPTION.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6533 ***********************************************************************
 KV6533  DESIGNATION -  PSEG 2
 KV6533  PID         -  KV6533
 KV6533  STATE/COUNTY-  NJ/SOMERSET
 KV6533  USGS QUAD   -  RARITAN (1981)
 KV6533
 KV6533                         *CURRENT SURVEY CONTROL
 KV6533  ___________________________________________________________________
 KV6533* NAD 83(1996)-  40 32 53.97297(N)    074 44 18.10470(W)     ADJUSTED  
 KV6533* NAVD 88     -        46.9    (meters)     154.     (feet)  VERTCON   
 KV6533  ___________________________________________________________________
 KV6533  X           -   1,277,535.791 (meters)                     COMP
 KV6533  Y           -  -4,682,199.235 (meters)                     COMP
 KV6533  Z           -   4,124,447.685 (meters)                     COMP
 KV6533  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 KV6533  ELLIP HEIGHT-          13.35  (meters)          (10/23/02) GPS OBS
 KV6533  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KV6533
 KV6533  HORZ ORDER  -  SECOND
 KV6533  ELLP ORDER  -  FOURTH    CLASS I
 KV6533
 KV6533.The horizontal coordinates were established by GPS observations
 KV6533.and adjusted by the National Geodetic Survey in May 1999..
 KV6533
 KV6533.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6533
 KV6533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6533
 KV6533.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6533
 KV6533.The ellipsoidal height was determined by GPS observations
 KV6533.and is referenced to NAD 83.
 KV6533
 KV6533.The geoid height was determined by GEOID03.
 KV6533
 KV6533;                    North         East     Units Scale Factor Converg.
 KV6533;SPC NJ       -   190,421.669   129,811.067   MT  0.99990502   -0 09 17.8
 KV6533;SPC NJ       -   624,741.76    425,888.48   sFT  0.99990502   -0 09 17.8
 KV6533;UTM  18      - 4,488,651.796   522,153.657   MT  0.99960604   +0 10 12.3
 KV6533
 KV6533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6533!SPC NJ       -   0.99999791  x   0.99990502  =   0.99990293
 KV6533!UTM  18      -   0.99999791  x   0.99960604  =   0.99960395
 KV6533
 KV6533:                Primary Azimuth Mark                     Grid Az
 KV6533:SPC NJ       -  PSEG 1                                   241 12 44.5
 KV6533:UTM  18      -  PSEG 1                                   240 53 14.4
 KV6533
 KV6533|---------------------------------------------------------------------|
 KV6533| PID    Reference Object                     Distance      Geod. Az  |
 KV6533|                                                           dddmmss.s |
 KV6533| KV6532 PSEG 1                              APPROX. 0.5 KM 2410326.7 |
 KV6533|---------------------------------------------------------------------|
 KV6533
 KV6533                          SUPERSEDED SURVEY CONTROL
 KV6533
 KV6533  ELLIP H (05/14/99)   13.36   (m)                       GP(       ) 4 1
 KV6533  NAD 83(1986)-  40 32 53.97278(N)    074 44 18.10655(W) AD(       ) 2
 KV6533  NGVD 29 (10/04/91)   47.2    (m)          155.     (f) GPS OBS        
 KV6533
 KV6533.Superseded values are not recommended for survey control.
 KV6533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6533.See file dsdata.txt to determine how the superseded data were derived.
 KV6533
 KV6533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2215488652(NAD 83)
 KV6533_MARKER: DD = SURVEY DISK
 KV6533_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV6533_SP_SET: DISUSED CONCRETE SIGNAL FOOTIN
 KV6533_MARK LOGO: PSEG  
 KV6533_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6533+STABILITY: SURFACE MOTION
 KV6533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6533+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1990
 KV6533
 KV6533  HISTORY     - Date     Condition        Report By
 KV6533  HISTORY     - UNK      MONUMENTED       PSEG
 KV6533  HISTORY     - 19900215 GOOD             NJGS
 KV6533  HISTORY     - 20031122 GOOD             USPSQD
 KV6533
 KV6533                          STATION DESCRIPTION
 KV6533
 KV6533'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6533'THE STATION IS LOCATED IN BRANCHBURG TOWNSHIP, IN THE JUGHANDLE ISLAND
 KV6533', ON THE NORTHWEST SIDE OF U.S.HIGHWAY 202, AT WHITON ROAD.  TO REACH
 KV6533'THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 202 AND PLEASANT RUN
 KV6533'ROAD, COUNTY ROAD 629, AT CENTERVILLE, GO 0.87 KM (0.54 MI) NORTHEAST
 KV6533'ON ROUTE 202, CROSSING THE HUNTERDON SOMERSET COUNTY LINE, TO THE
 KV6533'JUNCTION WITH OLD YORK ROAD, CONTINUE 1.01 KM (0.63 MI) FARTHER ON
 KV6533'ROUTE 202 TO THE JUNCTION WITH WHITON ROAD AND THE STATION ON THE
 KV6533'LEFT.  ALL TURNS OFF ROUTE 202 ARE FROM THE RIGHT LANE AT THIS
 KV6533'JUNCTION.  THE STATION IS 8.1 M (26.57 FT) NORTHWEST OF THE ROUTE 202
 KV6533'WESTBOUND LANES CENTERLINE, 11.1 M (36.42 FT) NORTHEAST OF THE WHITON
 KV6533'ROAD CENTERLINE, 9.7 M (31.82 FT) EAST OF THE CENTER OF A TYPE B
 KV6533'INLET ON WHITON ROAD, 1.35 M (4.43 FT) NORTHWEST OF THE ROUTE 202
 KV6533'CURBLINE, 7.4 M (24.28 FT) EAST OF A POLE, NO NUMBER AND 0.65 M
 KV6533'(2.13 FT) SOUTH OF THE SIGN, WHITON ROAD.  THE STATION IS FLUSH WITH
 KV6533'THE CONCRETE.
 KV6533
 KV6533                          STATION RECOVERY (2003)
 KV6533
 KV6533'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV6533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5839 ***********************************************************************
 KV5839  DESIGNATION -  PSE+G 3
 KV5839  PID         -  KV5839
 KV5839  STATE/COUNTY-  NJ/HUDSON
 KV5839  USGS QUAD   -  JERSEY CITY (1981)
 KV5839
 KV5839                         *CURRENT SURVEY CONTROL
 KV5839  ___________________________________________________________________
 KV5839* NAD 83(1996)-  40 41 07.46840(N)    074 05 29.77676(W)     ADJUSTED  
 KV5839* NAVD 88     -        15.1    (meters)      50.     (feet)  VERTCON   
 KV5839  ___________________________________________________________________
 KV5839  X           -   1,327,583.781 (meters)                     COMP
 KV5839  Y           -  -4,657,928.580 (meters)                     COMP
 KV5839  Z           -   4,135,983.581 (meters)                     COMP
 KV5839  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 KV5839  ELLIP HEIGHT-         -16.11  (meters)          (10/23/02) GPS OBS
 KV5839  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KV5839
 KV5839  HORZ ORDER  -  SECOND
 KV5839  ELLP ORDER  -  FOURTH    CLASS I
 KV5839
 KV5839.The horizontal coordinates were established by GPS observations
 KV5839.and adjusted by the National Geodetic Survey in May 1999..
 KV5839
 KV5839.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5839
 KV5839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5839
 KV5839.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5839
 KV5839.The ellipsoidal height was determined by GPS observations
 KV5839.and is referenced to NAD 83.
 KV5839
 KV5839.The geoid height was determined by GEOID03.
 KV5839
 KV5839;                    North         East     Units Scale Factor Converg.
 KV5839;SPC NJ       -   205,695.533   184,519.863   MT  0.99991466   +0 15 58.5
 KV5839;SPC NJ       -   674,852.76    605,378.92   sFT  0.99991466   +0 15 58.5
 KV5839;SPC NY L     -    57,608.013   292,256.306   MT  0.99999901   -0 03 35.7
 KV5839;SPC NY L     -   189,002.29    958,844.23   sFT  0.99999901   -0 03 35.7
 KV5839;UTM  18      - 4,504,232.008   576,760.018   MT  0.99967252   +0 35 32.0
 KV5839
 KV5839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5839!SPC NJ       -   1.00000253  x   0.99991466  =   0.99991719
 KV5839!SPC NY L     -   1.00000253  x   0.99999901  =   1.00000154
 KV5839!UTM  18      -   1.00000253  x   0.99967252  =   0.99967505
 KV5839
 KV5839                          SUPERSEDED SURVEY CONTROL
 KV5839
 KV5839  ELLIP H (05/14/99)  -16.10   (m)                       GP(       ) 4 1
 KV5839  NAD 83(1996)-  40 41 07.46830(N)    074 05 29.77683(W) AD(       ) 2
 KV5839  NAD 83(1996)-  40 41 07.46708(N)    074 05 29.77805(W) AD(       ) 2
 KV5839  NAD 83(1992)-  40 41 07.46657(N)    074 05 29.77910(W) AD(       ) 2
 KV5839  NAD 83(1986)-  40 41 07.46591(N)    074 05 29.77866(W) AD(       ) 2
 KV5839  NGVD 29 (09/27/88)   15.4    (m)           51.     (f) GPS OBS        
 KV5839
 KV5839.Superseded values are not recommended for survey control.
 KV5839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5839.See file dsdata.txt to determine how the superseded data were derived.
 KV5839
 KV5839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7676004232(NAD 83)
 KV5839_MARKER: DZ = AZIMUTH MARK DISK
 KV5839_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV5839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5839+SATELLITE: SATELLITE OBSERVATIONS - 1986
 KV5839
 KV5839  HISTORY     - Date     Condition        Report By
 KV5839  HISTORY     - 1986     MONUMENTED       PSEG
 KV5839
 KV5839                          STATION DESCRIPTION
 KV5839
 KV5839'DESCRIBED BY PUBLIC SERVICE E + G 1986 (AH)
 KV5839'THE STATION IS LOCATED NEAR THE CONRAIL RAILROAD TRACKS SOUTH OF THE
 KV5839'NEW JERSEY TURNPIKE IN BAYONNE, N.J. ON THE WEST SIDE OF THE CONRAIL
 KV5839'GREENVILLE YARDS.
 KV5839'
 KV5839'TO REACH THE STATION FROM ROUTE 169 (W 59TH ST.) OVERPASS AND BROADWAY
 KV5839'GO EAST ON ROUTE 169 0.3 KM (0.2 MI) TO A BREAK IN THE MEDIAN JUST
 KV5839'PAST THE NEW JERSEY TURNPIKE OVERPASS.  TURN LEFT THROUGH THE BREAK IN
 KV5839'THE MEDIAN, GO 0.16 KM (0.1 MI) ON A DIRT PATH TO A FORK IN THE ROAD
 KV5839'AT SECOND SET OF RAILROAD TRACKS, BEAR LEFT UP A SMALL EMBANKMENT, GO
 KV5839'0.16 KM (0.1 MI) TO STATION ON THE LEFT.
 KV5839'
 KV5839'THE STATION IS 1.5 M (5 FT) WEST OF RAILROAD TRACK ON HILL AND 1.4 M
 KV5839'(4.5 FT) EAST OF RAILROAD TRACK AT BOTTOM OF HILL AND 0.16 KM (0.1 MI)
 KV5839'SOUTH OF NEW JERSEY TURNPIKE OVERPASS.
 KV5839'
 KV5839'THE MARK IS AN (I) BEAM EMBEDED IN THE GROUND AND PROTRUDING 1.0 M
 KV5839'(3.0 FT) ABOVE THE GROUND, AN (X) HAS BEEN SCRATCHED IN THE TOP OF THE
 KV5839'(I) BEAM WEB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG9905 ***********************************************************************
 DG9905  DESIGNATION -  PT 1051
 DG9905  PID         -  DG9905
 DG9905  STATE/COUNTY-  NJ/MONMOUTH
 DG9905  USGS QUAD   -  LONG BRANCH (1981)
 DG9905
 DG9905                         *CURRENT SURVEY CONTROL
 DG9905  ___________________________________________________________________
 DG9905* NAD 83(1986)-  40 21 57.     (N)    073 58 32.     (W)     SCALED    
 DG9905* NAVD 88     -         6.237  (meters)      20.46   (feet)  ADJUSTED  
 DG9905  ___________________________________________________________________
 DG9905  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 DG9905  DYNAMIC HT  -           6.234 (meters)      20.45  (feet)  COMP
 DG9905  MODELED GRAV-     980,178.7   (mgal)                       NAVD 88
 DG9905
 DG9905  VERT ORDER  -  FIRST     CLASS II
 DG9905
 DG9905.The horizontal coordinates were scaled from a topographic map and have
 DG9905.an estimated accuracy of +/- 6 seconds.
 DG9905
 DG9905.The orthometric height was determined by differential leveling
 DG9905.and adjusted by the National Geodetic Survey in May 2006..
 DG9905.No vertical observational check was made to the station.
 DG9905
 DG9905.The geoid height was determined by GEOID03.
 DG9905
 DG9905.The dynamic height is computed by dividing the NAVD 88
 DG9905.geopotential number by the normal gravity value computed on the
 DG9905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9905.degrees latitude (g = 980.6199 gals.).
 DG9905
 DG9905.The modeled gravity was interpolated from observed gravity values.
 DG9905
 DG9905;                    North         East    Units  Estimated Accuracy
 DG9905;SPC NJ       -   170,260.      194,540.      MT  (+/- 180 meters Scaled)
 DG9905
 DG9905                          SUPERSEDED SURVEY CONTROL
 DG9905
 DG9905.No superseded survey control is available for this station.
 DG9905
 DG9905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK869688(NAD 83)
 DG9905_MARKER: DD = SURVEY DISK
 DG9905_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG9905_SP_SET: BRIDGE ABUTMENT
 DG9905_STAMPING: PT 1051 1988
 DG9905_MARK LOGO: USE   
 DG9905_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9905+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003
 DG9905
 DG9905  HISTORY     - Date     Condition        Report By
 DG9905  HISTORY     - 19880717 MONUMENTED       USE
 DG9905  HISTORY     - 20030724 GOOD             NJGS
 DG9905
 DG9905                          STATION DESCRIPTION
 DG9905
 DG9905'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 DG9905'THE STATION IS LOCATED IN THE BOROUGH OF SEA BRIGHT, SET IN A DRILL
 DG9905'HOLE  IN THE  SIDEWALK-ABUTMENT AT THE NORTH OUTCOVE ON THE EAST SIDE
 DG9905'OF THE COUNTY ROUTE 520  (RUMSON ROAD) BASCULE BRIDGE SPANNING THE
 DG9905'SHREWSBURY RIVER IN SEA BRIGHT.
 DG9905' 
 DG9905'THE STATION IS 2.5 M NORTH NORTHEAST OF THE NORTH CURBLINE OF ROUTE
 DG9905'520, 19.2 M EAST OF  THE EAST FACE OF THE BRIDGE TENDERS BUILDING ON
 DG9905'THE NORTH EAST SIDE OF THE DRAW SPAN,  29.0 M WEST OF THE DRAW SPAN
 DG9905'TRAFFIC SIGNAL FOR THE WESTBOUND LANES OF ROUTE 520, 57.4 M  WEST OF
 DG9905'BENCHMARK, J 5 RESET, WHICH IS SET VERTICALLY IN THE SOUTH FACE OF THE
 DG9905'MOST EASTERLY CONCRETE  GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3256 ***********************************************************************
 JU3256  DESIGNATION -  PT 6096
 JU3256  PID         -  JU3256
 JU3256  STATE/COUNTY-  NJ/SALEM
 JU3256  USGS QUAD   -  SALEM (1995)
 JU3256
 JU3256                         *CURRENT SURVEY CONTROL
 JU3256  ___________________________________________________________________
 JU3256* NAD 83(1996)-  39 32 30.11250(N)    075 24 18.63682(W)     ADJUSTED  
 JU3256* NAVD 88     -         8.48   (+/-2cm)      27.8    (feet)  VERTCON   
 JU3256  ___________________________________________________________________
 JU3256  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 JU3256  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JU3256
 JU3256  HORZ ORDER  -  SECOND
 JU3256  VERT ORDER  -  THIRD ? (See Below)
 JU3256
 JU3256.The horizontal coordinates were established by classical geodetic methods
 JU3256.and adjusted by the National Geodetic Survey in September 1999..
 JU3256.No horizontal observational check was made to the station.
 JU3256
 JU3256.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3256.The vertical order pertains to the NGVD 29 superseded value.
 JU3256
 JU3256.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3256
 JU3256.The geoid height was determined by GEOID03.
 JU3256
 JU3256;                    North         East     Units Scale Factor Converg.
 JU3256;SPC NJ       -    79,025.395    72,196.344   MT  0.99997451   -0 34 34.7
 JU3256;SPC NJ       -   259,269.15    236,864.17   sFT  0.99997451   -0 34 34.7
 JU3256;UTM  18      - 4,376,970.559   465,184.060   MT  0.99961492   -0 15 28.6
 JU3256
 JU3256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3256!SPC NJ       -   1.00000394  x   0.99997451  =   0.99997845
 JU3256!UTM  18      -   1.00000394  x   0.99961492  =   0.99961886
 JU3256
 JU3256                          SUPERSEDED SURVEY CONTROL
 JU3256
 JU3256  NAD 83(1991)-  39 32 30.11190(N)    075 24 18.63674(W) AD(       ) 2
 JU3256  NAD 83(1986)-  39 32 30.10268(N)    075 24 18.64697(W) AD(       ) 2
 JU3256  NAD 27      -  39 32 29.70210(N)    075 24 19.94546(W) AD(       ) 2
 JU3256  NGVD 29 (07/19/86)    8.77   (m)           28.8    (f) LEVELING    3  
 JU3256
 JU3256.Superseded values are not recommended for survey control.
 JU3256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3256.See file dsdata.txt to determine how the superseded data were derived.
 JU3256
 JU3256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6518476971(NAD 83)
 JU3256_MARKER: DB = BENCH MARK DISK
 JU3256_SETTING: 0 = UNSPECIFIED SETTING
 JU3256
 JU3256  HISTORY     - Date     Condition        Report By
 JU3256  HISTORY     - 1977     MONUMENTED       NJDCED
 JU3256
 JU3256                          STATION DESCRIPTION
 JU3256
 JU3256'DESCRIBED BY NJ CONS AND ECON DEV 1977 (JLC)
 JU3256'THE STATION IS ABOUT 4-1/2 MILES SOUTHEAST OF SALEM AND 3/4 MILE
 JU3256'SOUTHEAST OF QUINTON ALONG THE NORTHEAST SIDE OF STATE HIGHWAY 49.
 JU3256'
 JU3256'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49 AND
 JU3256'STATE HIGHWAY 581 IN QUINTON, GO SOUTHEAST ON STATE HIGHWAY 49
 JU3256'FOR 0.7 MILE TO THE STATION ON THE LEFT.
 JU3256'
 JU3256'THE STATION MARK STAMPED PT 6096, IS A NEW JERSEY DEPARTMENT OF
 JU3256'CONSERVATION AND DEVELOPMENT GEODETIC SURVEY BENCH MARK DISK THAT
 JU3256'IS CEMENTED IN A DRILL HOLE IN THE NORTHWEST END OF A SMALL
 JU3256'CONCRETE CULVERT.  IT IS 27.8 FEET NORTHWEST OF TELEPHONE POLE
 JU3256'NUMBER 563, 21 FEET NORTHEAST OF THE CENTER OF HIGHWAY 49, 20
 JU3256'FEET NORTHWEST OF THE CENTER OF A DRIVEWAY AND 8.3 FEET SOUTHWEST
 JU3256'OF THE CENTER OF A WATERLINE COVER.
 JU3256'
 JU3256'A TRAVERSE CONNECTION WAS MADE BY ELECTRONIC DISTANCE MEASUREMENT
 JU3256'FROM TRIANGULATION STATION BURDEN 3 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4978 ***********************************************************************
 KV4978  DESIGNATION -  PT COMFORT BEACON LH OLD
 KV4978  PID         -  KV4978
 KV4978  STATE/COUNTY-  NJ/MONMOUTH
 KV4978  USGS QUAD   -  SANDY HOOK (1981)
 KV4978
 KV4978                         *CURRENT SURVEY CONTROL
 KV4978  ___________________________________________________________________
 KV4978* NAD 83(1996)-  40 26 53.29513(N)    074 07 16.19335(W)     ADJUSTED  
 KV4978* NAVD 88     -                                                        
 KV4978  ___________________________________________________________________
 KV4978  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 KV4978  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV4978
 KV4978  HORZ ORDER  -  THIRD
 KV4978
 KV4978.The horizontal coordinates were established by classical geodetic methods
 KV4978.and adjusted by the National Geodetic Survey in September 1999..
 KV4978
 KV4978
 KV4978.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4978
 KV4978.The geoid height was determined by GEOID03.
 KV4978
 KV4978;                    North         East     Units Scale Factor Converg.
 KV4978;SPC NJ       -   179,339.072   182,134.551   MT  0.99991271   +0 14 44.8
 KV4978;SPC NJ       -   588,381.61    597,553.11   sFT  0.99991271   +0 14 44.8
 KV4978;UTM  18      - 4,477,868.848   574,524.878   MT  0.99966836   +0 34 12.6
 KV4978
 KV4978                          SUPERSEDED SURVEY CONTROL
 KV4978
 KV4978  NAD 83(1996)-  40 26 53.29514(N)    074 07 16.19336(W) AD(       ) 4
 KV4978  NAD 83(1986)-  40 26 53.29534(N)    074 07 16.19258(W) AD(       ) 4
 KV4978  NAD 27      -  40 26 52.91000(N)    074 07 17.71600(W) AD(       ) 3
 KV4978
 KV4978.Superseded values are not recommended for survey control.
 KV4978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4978.See file dsdata.txt to determine how the superseded data were derived.
 KV4978
 KV4978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7452577869(NAD 83)
 KV4978_MARKER: 13 = LIGHTHOUSE
 KV4978
 KV4978  HISTORY     - Date     Condition        Report By
 KV4978  HISTORY     - 1867     FIRST OBSERVED   CGS
 KV4978  HISTORY     - 1926     GOOD             CGS
 KV4978  HISTORY     - 1932     GOOD             CGS
 KV4978
 KV4978                          STATION DESCRIPTION
 KV4978
 KV4978'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (RFS)
 KV4978'THE LIGHT HAS BEEN REMOVED, BUT THE HOUSE REMAINS.  THE
 KV4978'LOCATION OF THE LIGHT WAS RECOVERED AND THE STATION OCCUPIED
 KV4978'CENTRALLY, MAKING THE NECESSARY OBSERVATIONS THROUGH THE
 KV4978'WINDOWS.  TREES HAVE OBSTRUCTED THIS STATION, SO THAT IT IS OF
 KV4978'LITTLE VALUE.
 KV4978
 KV4978                          STATION RECOVERY (1932)
 KV4978
 KV4978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4978'RECOVERED IN FAIR CONDITION FROM THE 1926 RECOVERY NOTE.
 KV4978'
 KV4978'A COMPLETE DESCRIPTION FOLLOWS--THIS STATION IS ON THE S SIDE
 KV4978'OF LOWER BAY, E OF POINT COMFORT, IN THE VICINITY OF KEANSBURG.  IT
 KV4978'IS THE OLD LIGHTHOUSE STRUCTURE RISING FROM THE GROUND
 KV4978'APPROXIMATELY 10 METERS SW OF THE NEW LIGHT, AND IS ON RANGE
 KV4978'WITH THE NEW LIGHT AND WAACKAACK LIGHTHOUSE.  THE LIGHT HAS
 KV4978'BEEN REMOVED, BUT THE STRUCTURE REMAINS OTHERWISE UNCHANGED.
 KV4978'
 KV4978'THE STATION IS THE APEX OF THE LIGHT CUPOLA ROOF.
 KV4978'
 KV4978'THE STATION MAY BE OCCUPIED CENTRALLY BY OBSERVING THROUGH THE
 KV4978'OPEN WINDOWS.  THE VISIBILITY IS OBSTRUCTED BY NEARBY TREES SO
 KV4978'THAT THE STATION IS OF LITTLE VALUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4979 ***********************************************************************
 KV4979  DESIGNATION -  PT COMFORT BEACON LH NEW
 KV4979  PID         -  KV4979
 KV4979  STATE/COUNTY-  NJ/MONMOUTH
 KV4979  USGS QUAD   -  SANDY HOOK (1981)
 KV4979
 KV4979                         *CURRENT SURVEY CONTROL
 KV4979  ___________________________________________________________________
 KV4979* NAD 83(1996)-  40 26 53.42051(N)    074 07 15.82270(W)     ADJUSTED  
 KV4979* NAVD 88     -                                                        
 KV4979  ___________________________________________________________________
 KV4979  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 KV4979  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV4979
 KV4979  HORZ ORDER  -  THIRD
 KV4979
 KV4979.The horizontal coordinates were established by classical geodetic methods
 KV4979.and adjusted by the National Geodetic Survey in September 1999..
 KV4979
 KV4979
 KV4979.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4979
 KV4979.The geoid height was determined by GEOID03.
 KV4979
 KV4979;                    North         East     Units Scale Factor Converg.
 KV4979;SPC NJ       -   179,342.977   182,143.268   MT  0.99991271   +0 14 45.0
 KV4979;SPC NJ       -   588,394.42    597,581.71   sFT  0.99991271   +0 14 45.0
 KV4979;UTM  18      - 4,477,872.801   574,533.571   MT  0.99966838   +0 34 12.9
 KV4979
 KV4979                          SUPERSEDED SURVEY CONTROL
 KV4979
 KV4979  NAD 83(1996)-  40 26 53.42051(N)    074 07 15.82272(W) AD(       ) 4
 KV4979  NAD 83(1986)-  40 26 53.42221(N)    074 07 15.82132(W) AD(       ) 4
 KV4979  NAD 27      -  40 26 53.01400(N)    074 07 17.29800(W) AD(       ) 3
 KV4979
 KV4979.Superseded values are not recommended for survey control.
 KV4979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4979.See file dsdata.txt to determine how the superseded data were derived.
 KV4979
 KV4979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7453477873(NAD 83)
 KV4979_MARKER: 13 = LIGHTHOUSE
 KV4979
 KV4979  HISTORY     - Date     Condition        Report By
 KV4979  HISTORY     - 1926     FIRST OBSERVED   CGS
 KV4979  HISTORY     - 1933     GOOD             CGS
 KV4979
 KV4979                          STATION DESCRIPTION
 KV4979
 KV4979'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (RFS)
 KV4979'AT POINT COMFORT, VICINITY KEANSBURG.  THE NEW BEACON IS AN
 KV4979'AUTOMATICALLY CONTROLLED LIGHT ON A STEEL TOWER, ABOUT 30 FEET
 KV4979'HIGH AND 10.37 METERS NE OF THE OLD BEACON S 71 DEG
 KV4979'59 MIN W.  IT IS ON RANGE WITH THE OLD BEACON (WHOSE
 KV4979'LIGHT HAS BEEN REMOVED) AND WAACKAACK LIGHTHOUSE.
 KV4979
 KV4979                          STATION RECOVERY (1933)
 KV4979
 KV4979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4979'RECOVERED IN GOOD CONDITION FROM THE ORIGINAL DESCRIPTION.
 KV4979'
 KV4979'A DESCRIPTION FOLLOWS--THIS STATION IS ON THE S SIDE OF LOWER
 KV4979'BAY IN THE VICINITY OF IDEAL BEACH JUST INSHORE OF HIGHWATER
 KV4979'LINE.  IT IS A STEEL LATTICE TOWER CONTAINING AN AUTOMATIC
 KV4979'LIGHT, AND IS THE FRONT RANGE (THE REAR RANGE IS WAACKAACK
 KV4979'L.H.) FOR MAIN CHANNEL.  IT IS 10.37 METERS NE OF THE OLD
 KV4979'BEACON WHICH STILL STANDS (THE LIGHT HAS BEEN REMOVED.)
 KV4979'
 KV4979'THE STATION IS THE LANTERN APEX, APPROXIMATELY 30 FEET ABOVE
 KV4979'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6922 ***********************************************************************
 KV6922  DESIGNATION -  PTH 1
 KV6922  PID         -  KV6922
 KV6922  STATE/COUNTY-  NJ/MORRIS
 KV6922  USGS QUAD   -  CALDWELL (1995)
 KV6922
 KV6922                         *CURRENT SURVEY CONTROL
 KV6922  ___________________________________________________________________
 KV6922* NAD 83(1996)-  40 50 24.87647(N)    074 20 20.32514(W)     ADJUSTED  
 KV6922* NAVD 88     -        54.1    (meters)     177.     (feet)  GPS OBS   
 KV6922  ___________________________________________________________________
 KV6922  X           -   1,304,437.956 (meters)                     COMP
 KV6922  Y           -  -4,652,834.508 (meters)                     COMP
 KV6922  Z           -   4,149,031.511 (meters)                     COMP
 KV6922  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 KV6922  ELLIP HEIGHT-          21.53  (meters)          (10/23/02) GPS OBS
 KV6922  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KV6922
 KV6922  HORZ ORDER  -  FIRST
 KV6922  ELLP ORDER  -  FOURTH    CLASS I
 KV6922
 KV6922.The horizontal coordinates were established by GPS observations
 KV6922.and adjusted by the National Geodetic Survey in May 1999..
 KV6922
 KV6922.The orthometric height was determined by GPS observations and a
 KV6922.high-resolution geoid model.
 KV6922
 KV6922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6922
 KV6922.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6922
 KV6922.The ellipsoidal height was determined by GPS observations
 KV6922.and is referenced to NAD 83.
 KV6922
 KV6922.The geoid height was determined by GEOID03.
 KV6922
 KV6922;                    North         East     Units Scale Factor Converg.
 KV6922;SPC NJ       -   222,820.475   163,578.817   MT  0.99990227   +0 06 19.1
 KV6922;SPC NJ       -   731,036.84    536,674.84   sFT  0.99990227   +0 06 19.1
 KV6922;UTM  18      - 4,521,233.043   555,727.057   MT  0.99963822   +0 25 56.2
 KV6922
 KV6922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6922!SPC NJ       -   0.99999662  x   0.99990227  =   0.99989889
 KV6922!UTM  18      -   0.99999662  x   0.99963822  =   0.99963484
 KV6922
 KV6922                          SUPERSEDED SURVEY CONTROL
 KV6922
 KV6922  ELLIP H (05/14/99)   21.55   (m)                       GP(       ) 4 1
 KV6922  NAD 83(1996)-  40 50 24.87611(N)    074 20 20.32548(W) AD(       ) 1
 KV6922  NAD 83(1986)-  40 50 24.87488(N)    074 20 20.32617(W) AD(       ) 1
 KV6922
 KV6922.Superseded values are not recommended for survey control.
 KV6922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6922.See file dsdata.txt to determine how the superseded data were derived.
 KV6922
 KV6922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5572721233(NAD 83)
 KV6922_MARKER: DH = HORIZONTAL CONTROL DISK
 KV6922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6922_SP_SET: CONCRETE POST
 KV6922_STAMPING: GPS 1
 KV6922_MARK LOGO: PTHT  
 KV6922_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6922+STABILITY: SURFACE MOTION
 KV6922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6922+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1993
 KV6922
 KV6922  HISTORY     - Date     Condition        Report By
 KV6922  HISTORY     - 1991     MONUMENTED       AMGEOD
 KV6922  HISTORY     - 19930415 GOOD
 KV6922
 KV6922                          STATION DESCRIPTION
 KV6922
 KV6922'DESCRIBED BY AMERICAN GEODETIC SURVEY 1991
 KV6922'THE STATIION IS LOCATED ABOUT 1000 FEET (304.8 M) EAST OF THE HANOVER
 KV6922'AIRPORT.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE I280
 KV6922'AND THE EISENHOWER PARKWAY, GO NORTHWEST IN THE INTERSTATE FOR 2.2 KM
 KV6922'(1.35 MI) TO THE STATION ON THE RIGHT, 9.4 M (30.8 FT) EAST OF THE
 KV6922'HIGHWAY WEST BOUND CENTERLINE, 1.9 M (6.2 FT) EAST OF THE EDGE OF THE
 KV6922'PAVEMENT, 17.2 M (56.4 FT) NORTH FROM THE NORTH END OF A GUARDRAIL,
 KV6922'AND 12.7 M (41.7 FT) WEST OF A METAL POST.  THE STATION IS FLUSH WITH
 KV6922'THE GROUND.
 KV6922
 KV6922                          STATION RECOVERY (1993)
 KV6922
 KV6922'RECOVERED 1993
 KV6922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6914 ***********************************************************************
 KV6914  DESIGNATION -  PTH 107
 KV6914  PID         -  KV6914
 KV6914  STATE/COUNTY-  NJ/MORRIS
 KV6914  USGS QUAD   -  MORRISTOWN (1981)
 KV6914
 KV6914                         *CURRENT SURVEY CONTROL
 KV6914  ___________________________________________________________________
 KV6914* NAD 83(1996)-  40 50 45.80491(N)    074 25 19.29002(W)     ADJUSTED  
 KV6914* NAVD 88     -        80.3    (meters)     263.     (feet)  GPS OBS   
 KV6914  ___________________________________________________________________
 KV6914  X           -   1,297,584.570 (meters)                     COMP
 KV6914  Y           -  -4,654,332.575 (meters)                     COMP
 KV6914  Z           -   4,149,536.933 (meters)                     COMP
 KV6914  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 KV6914  ELLIP HEIGHT-          47.57  (meters)          (10/23/02) GPS OBS
 KV6914  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KV6914
 KV6914  HORZ ORDER  -  FIRST
 KV6914  ELLP ORDER  -  FOURTH    CLASS I
 KV6914
 KV6914.The horizontal coordinates were established by GPS observations
 KV6914.and adjusted by the National Geodetic Survey in May 1999..
 KV6914
 KV6914.The orthometric height was determined by GPS observations and a
 KV6914.high-resolution geoid model.
 KV6914
 KV6914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6914
 KV6914.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6914
 KV6914.The ellipsoidal height was determined by GPS observations
 KV6914.and is referenced to NAD 83.
 KV6914
 KV6914.The geoid height was determined by GEOID03.
 KV6914
 KV6914;                    North         East     Units Scale Factor Converg.
 KV6914;SPC NJ       -   223,456.449   156,575.024   MT  0.99990053   +0 03 03.6
 KV6914;SPC NJ       -   733,123.37    513,696.56   sFT  0.99990053   +0 03 03.6
 KV6914;UTM  18      - 4,521,828.873   548,721.623   MT  0.99962922   +0 22 40.9
 KV6914
 KV6914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6914!SPC NJ       -   0.99999254  x   0.99990053  =   0.99989307
 KV6914!UTM  18      -   0.99999254  x   0.99962922  =   0.99962176
 KV6914
 KV6914                          SUPERSEDED SURVEY CONTROL
 KV6914
 KV6914  ELLIP H (05/14/99)   47.59   (m)                       GP(       ) 4 1
 KV6914  NAD 83(1996)-  40 50 45.80452(N)    074 25 19.29044(W) AD(       ) 1
 KV6914  NAD 83(1986)-  40 50 45.80343(N)    074 25 19.29078(W) AD(       ) 1
 KV6914
 KV6914.Superseded values are not recommended for survey control.
 KV6914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6914.See file dsdata.txt to determine how the superseded data were derived.
 KV6914
 KV6914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4872221829(NAD 83)
 KV6914_MARKER: DH = HORIZONTAL CONTROL DISK
 KV6914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6914_SP_SET: CONCRETE POST
 KV6914_STAMPING: GPS 107
 KV6914_MARK LOGO: PTHT  
 KV6914_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6914+STABILITY: SURFACE MOTION
 KV6914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6914+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1993
 KV6914
 KV6914  HISTORY     - Date     Condition        Report By
 KV6914  HISTORY     - 1991     MONUMENTED       NJ2498
 KV6914  HISTORY     - 19920928 GOOD             NJGS
 KV6914  HISTORY     - 19930414 GOOD
 KV6914  HISTORY     - 20041007 GOOD             GEOCAC
 KV6914
 KV6914                          STATION DESCRIPTION
 KV6914
 KV6914'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6914'THE STATION IS LOCATED IN PARSIPPANY TROY HILLS TOWNSHIP.  TO REACH
 KV6914'THE STATION FROM THE NORTHBOUND LANES OF INTERSTATE HIGHWAY 287, AT
 KV6914'INTERCHANGE 40, PARSIPPANY ROAD, COUNTY ROAD 511, GO ABOUT 0.2 MI
 KV6914'(0.32 KM) SOUTHEAST ON COUNTY ROAD 511 FROM THE END OF THE EXIT RAMP
 KV6914'TO A TEE JUNCTION WITH JEFFERSON ROAD ON THE LEFT.  THE TEE
 KV6914'INTERSECTION IS ALSO ABOUT 0.1 MI (0.16 KM) NORTHWEST OF THE JUNCTION
 KV6914'OF COUNTY ROAD 511 AND NORTH JEFFERSON ROAD.  TURN LEFT AND GO NORTH
 KV6914'NORTHEAST ON JEFFERSON ROAD FOR 0.1 MI (0.16 KM) TO THE EXIT DRIVE
 KV6914'FOR THE DAILY RECORD GRAPHIC ARTS CENTER AND THE STATION ON THE LEFT.
 KV6914'THE STATION IS 29.2 FT (8.90 M) WEST FROM THE CENTERLINE OF
 KV6914'JEFFERSON ROAD, 16.1 FT (4.91 M) NORTH FROM THE CENTERLINE OF THE
 KV6914'EXIT DRIVE FOR THE DAILY RECORD GRAPHIC ARTS CENTER, 48.0 FT
 KV6914'(14.63 M) WEST FROM POLE NUMBER BT 3714 PTH AND 41.7 FT (12.71 M)
 KV6914'SOUTHWEST FROM A FIRE HYDRANT ON THE WEST SIDE OF JEFFERSON ROAD.  THE
 KV6914'STATION IS SET FLUSH WITH THE GROUND.
 KV6914'THE STATION IS LOCATED IN PARSIPPANY TROY HILLS TOWNSHIP.  TO REACH
 KV6914'THE STATION FROM THE NORTHBOUND LANES OF INTERSTATE HIGHWAY 287, AT
 KV6914'INTERCHANGE 40, PARSIPPANY ROAD, COUNTY ROAD 511, GO ABOUT 0.2 MI
 KV6914'(0.3 KM) SOUTHEAST ON COUNTY ROAD 511 FROM THE END OF THE EXIT RAMP
 KV6914'TO A TEE JUNCTION WITH JEFFERSON ROAD ON THE LEFT.  THE TEE JUNCTION
 KV6914'IS ALSO ABOUT 0.1 MI (0.2 KM) NORTHWEST OF THE JUNCTION OF COUNTY
 KV6914'ROAD 511 AND NORTH JEFFERSON ROAD.  TURN LEFT AND GO NORTH NORTHEAST
 KV6914'ON JEFFERSON ROAD FOR 0.1 MI (0.2 KM) TO THE EXIT DRIVE FOR THE DAILY
 KV6914'RECORD GRAPHIC ARTS CENTER AND THE STATION ON THE LEFT. THE STATION
 KV6914'IS 29.2 FT (8.9 M) WEST FROM THE CENTERLINE OF JEFFERSON ROAD, 16.1
 KV6914'FT (4.9 M) NORTH FROM THE CENTERLINE OF THE EXIT DRIVE FOR THE DAILY
 KV6914'RECORD GRAPHIC ARTS CENTER, 48.0 FT (14.6 M) WEST FROM POLE NUMBER BT
 KV6914'3714 PTH AND 41.7 FT (12.7 M) SOUTHWEST FROM A FIRE HYDRANT ON THE
 KV6914'WEST SIDE OF JEFFERSON ROAD.  THE STATION IS SET FLUSH WITH THE
 KV6914'GROUND.
 KV6914
 KV6914                          STATION RECOVERY (1993)
 KV6914
 KV6914'RECOVERED 1993
 KV6914'RECOVERED IN GOOD CONDITION.
 KV6914
 KV6914                          STATION RECOVERY (2004)
 KV6914
 KV6914'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 KV6914'DAILY RECORD BUILDING IS AT 800 JEFFERSON ROAD. TURNING FROM JEFFERSON
 KV6914'ROAD INTO THE DAILY RECORD BUILDING, THE MARK WILL BE ON THE RIGHT
 KV6914'SIDE OF THE DRIVEWAY AT THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6923 ***********************************************************************
 KV6923  DESIGNATION -  PTH 111
 KV6923  PID         -  KV6923
 KV6923  STATE/COUNTY-  NJ/MORRIS
 KV6923  USGS QUAD   -  MORRISTOWN (1981)
 KV6923
 KV6923                         *CURRENT SURVEY CONTROL
 KV6923  ___________________________________________________________________
 KV6923* NAD 83(1996)-  40 50 55.50025(N)    074 26 25.18796(W)     ADJUSTED  
 KV6923* NAVD 88     -        87.3    (meters)     286.     (feet)  GPS OBS   
 KV6923  ___________________________________________________________________
 KV6923  X           -   1,296,046.474 (meters)                     COMP
 KV6923  Y           -  -4,654,563.544 (meters)                     COMP
 KV6923  Z           -   4,149,767.745 (meters)                     COMP
 KV6923  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 KV6923  ELLIP HEIGHT-          54.56  (meters)          (10/23/02) GPS OBS
 KV6923  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KV6923
 KV6923  HORZ ORDER  -  FIRST
 KV6923  ELLP ORDER  -  FOURTH    CLASS I
 KV6923
 KV6923.The horizontal coordinates were established by GPS observations
 KV6923.and adjusted by the National Geodetic Survey in May 1999..
 KV6923
 KV6923.The orthometric height was determined by GPS observations and a
 KV6923.high-resolution geoid model.
 KV6923
 KV6923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6923
 KV6923.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6923
 KV6923.The ellipsoidal height was determined by GPS observations
 KV6923.and is referenced to NAD 83.
 KV6923
 KV6923.The geoid height was determined by GEOID03.
 KV6923
 KV6923;                    North         East     Units Scale Factor Converg.
 KV6923;SPC NJ       -   223,754.283   155,031.303   MT  0.99990031   +0 02 20.5
 KV6923;SPC NJ       -   734,100.51    508,631.87   sFT  0.99990031   +0 02 20.5
 KV6923;UTM  18      - 4,522,117.813   547,176.649   MT  0.99962739   +0 21 57.8
 KV6923
 KV6923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6923!SPC NJ       -   0.99999144  x   0.99990031  =   0.99989175
 KV6923!UTM  18      -   0.99999144  x   0.99962739  =   0.99961883
 KV6923
 KV6923                          SUPERSEDED SURVEY CONTROL
 KV6923
 KV6923  ELLIP H (05/14/99)   54.59   (m)                       GP(       ) 4 1
 KV6923  NAD 83(1996)-  40 50 55.49988(N)    074 26 25.18833(W) AD(       ) 1
 KV6923  NAD 83(1986)-  40 50 55.49879(N)    074 26 25.18856(W) AD(       ) 1
 KV6923
 KV6923.Superseded values are not recommended for survey control.
 KV6923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6923.See file dsdata.txt to determine how the superseded data were derived.
 KV6923
 KV6923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4717722118(NAD 83)
 KV6923_MARKER: DH = HORIZONTAL CONTROL DISK
 KV6923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6923_SP_SET: CONCRETE POST
 KV6923_STAMPING: GPS 111
 KV6923_MARK LOGO: PTHT  
 KV6923_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6923+STABILITY: SURFACE MOTION
 KV6923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6923+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1993
 KV6923
 KV6923  HISTORY     - Date     Condition        Report By
 KV6923  HISTORY     - 1991     MONUMENTED       AMGEOD
 KV6923  HISTORY     - 19930414 GOOD
 KV6923  HISTORY     - 20041008 GOOD             GEOCAC
 KV6923
 KV6923                          STATION DESCRIPTION
 KV6923
 KV6923'DESCRIBED BY AMERICAN GEODETIC SURVEY 1991
 KV6923'THE STATIION IS LOCATED IN PARSIPANY/TROY HILLS TOWNSHIP ON THE
 KV6923'SOUTHWEST SHORE OF LAKE PARSIPPANY.  TO REACH THE STATION FROM THE
 KV6923'NORTHBOUND LANE OF INTERSTATE I287 AT INTERCHANGE 36, EXIT TO THE
 KV6923'RIGHT TO A STOP SIGN.  TURN LEFT, NORTHWEST ONTO PARSIPPANY ROAD FOR
 KV6923'0.5 KM (0.30 MI) TO A TRAFFIC LIGHT.  TURN LEFT AND AFTER 60 M
 KV6923'(196.8 FT) LEFT AGAIN INTO LAKE SHORE DRIVE.  CONTINUE AHEAD, SOUTH
 KV6923'SOUTHWEST ON LAKE SHORE DRIVE FOR 1.6 KM (1.00 MI) TO THE STATION ON
 KV6923'THE RIGHT NEAR THE SHORE.  THE STATION IS LOCATED 23.2 METERS
 KV6923'(76.1 FT) SOUTHEAST FROM POWER POLE JC 882PTH, 23.0 M (75.5 FT)
 KV6923'NORTHWEST FROM POWER POLE 883PTH, AND 8.1 M (26.6 FT) NORTH FROM THE
 KV6923'CENTERLINE OF LAKE SHORE DRIVE.
 KV6923
 KV6923                          STATION RECOVERY (1993)
 KV6923
 KV6923'RECOVERED 1993
 KV6923'RECOVERED IN GOOD CONDITION.
 KV6923
 KV6923                          STATION RECOVERY (2004)
 KV6923
 KV6923'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 KV6923'NEAR THE SOUTH CORNER OF A CONCRETE OBSERVATION/FISHING PLATFORM
 KV6923'OVERLOOKING LAKE PARSIPPANY.
 KV6923' 
 KV6923''TO REACH' IN 1991 DESCRIPTION GIVES DIRECTIONS FROM I-287 EXIT 40,
 KV6923'NOT EXIT 36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6915 ***********************************************************************
 KV6915  DESIGNATION -  PTH 131
 KV6915  PID         -  KV6915
 KV6915  STATE/COUNTY-  NJ/MORRIS
 KV6915  USGS QUAD   -  MORRISTOWN (1981)
 KV6915
 KV6915                         *CURRENT SURVEY CONTROL
 KV6915  ___________________________________________________________________
 KV6915* NAD 83(1996)-  40 52 12.64217(N)    074 26 00.47825(W)     ADJUSTED  
 KV6915* NAVD 88     -        94.9    (meters)     311.     (feet)  GPS OBS   
 KV6915  ___________________________________________________________________
 KV6915  X           -   1,296,187.842 (meters)                     COMP
 KV6915  Y           -  -4,652,914.145 (meters)                     COMP
 KV6915  Z           -   4,151,572.533 (meters)                     COMP
 KV6915  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 KV6915  ELLIP HEIGHT-          62.22  (meters)          (10/23/02) GPS OBS
 KV6915  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KV6915
 KV6915  HORZ ORDER  -  FIRST
 KV6915  ELLP ORDER  -  FOURTH    CLASS I
 KV6915
 KV6915.The horizontal coordinates were established by GPS observations
 KV6915.and adjusted by the National Geodetic Survey in May 1999..
 KV6915
 KV6915.The orthometric height was determined by GPS observations and a
 KV6915.high-resolution geoid model.
 KV6915
 KV6915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6915
 KV6915.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6915
 KV6915.The ellipsoidal height was determined by GPS observations
 KV6915.and is referenced to NAD 83.
 KV6915
 KV6915.The geoid height was determined by GEOID03.
 KV6915
 KV6915;                    North         East     Units Scale Factor Converg.
 KV6915;SPC NJ       -   226,134.102   155,608.244   MT  0.99990039   +0 02 36.7
 KV6915;SPC NJ       -   741,908.30    510,524.71   sFT  0.99990039   +0 02 36.7
 KV6915;UTM  18      - 4,524,500.237   547,739.840   MT  0.99962805   +0 22 14.6
 KV6915
 KV6915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6915!SPC NJ       -   0.99999024  x   0.99990039  =   0.99989063
 KV6915!UTM  18      -   0.99999024  x   0.99962805  =   0.99961829
 KV6915
 KV6915                          SUPERSEDED SURVEY CONTROL
 KV6915
 KV6915  ELLIP H (05/14/99)   62.25   (m)                       GP(       ) 4 1
 KV6915  NAD 83(1996)-  40 52 12.64175(N)    074 26 00.47872(W) AD(       ) 1
 KV6915  NAD 83(1986)-  40 52 12.64059(N)    074 26 00.47891(W) AD(       ) 1
 KV6915
 KV6915.Superseded values are not recommended for survey control.
 KV6915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6915.See file dsdata.txt to determine how the superseded data were derived.
 KV6915
 KV6915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4774024500(NAD 83)
 KV6915_MARKER: DD = SURVEY DISK
 KV6915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6915_SP_SET: CONCRETE POST
 KV6915_STAMPING: 131
 KV6915_MARK LOGO: PTHT  
 KV6915_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6915+STABILITY: SURFACE MOTION
 KV6915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6915+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 KV6915
 KV6915  HISTORY     - Date     Condition        Report By
 KV6915  HISTORY     - 1991     MONUMENTED       NJ2498
 KV6915  HISTORY     - 19921022 GOOD             NJGS
 KV6915  HISTORY     - 19921022 GOOD             NJGS
 KV6915  HISTORY     - 19930115 GOOD
 KV6915  HISTORY     - 19930414 GOOD
 KV6915  HISTORY     - 19931005 GOOD
 KV6915  HISTORY     - 20060424 GOOD             AASCO
 KV6915
 KV6915                          STATION DESCRIPTION
 KV6915
 KV6915'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6915'THE STATION IS LOCATED IN PARSIPPANY TROY HILLS TOWNSHIP.  TO REACH
 KV6915'THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 46 AND CHERRY HILL
 KV6915'ROAD, GO SOUTH ON CHERRY HILL ROAD FOR 0.3 MI (0.48 KM) TO THE
 KV6915'INTERSECTION WITH GRECIAN STREET.  TURN LEFT ON GRECIAN STREET AND GO
 KV6915'0.2 MI (0.32 KM) TO THE INTERSECTION WITH HOMER STREET ON THE LEFT.
 KV6915'TURN LEFT AND GO 0.15 MI (0.24 KM) TO THE HILLS OF TROY PARK AND THE
 KV6915'STATION ON THE RIGHT.  THE STATION IS 2.6 M (8.53 FT) SOUTH FROM THE
 KV6915'GUTTERLINE OF HOMER STREET, 6.6 M (21.65 FT) SOUTH FROM THE
 KV6915'CENTERLINE OF HOMER STREET, 10.9 M (35.76 FT) SOUTHEAST FROM A
 KV6915'MANHOLE IN THE CENTER OF HOMER STREET, 20.5 M (67.26 FT) SOUTHEAST
 KV6915'FROM POLE NUMBER BT2180 PTH AND 31.8 M (104.33 FT) SOUTH SOUTHWEST
 KV6915'FROM THE SOUTHEAST CORNER OF HOUSE NUMBER 15, ON THE NORTH SIDE OF
 KV6915'HOMER STREET.
 KV6915'THE STATION IS LOCATED IN PARSIPPANY TROY HILLS TOWNSHIP.  TO REACH
 KV6915'THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 46 AND CHERRY HILL
 KV6915'ROAD, GO SOUTH ON CHERRY HILL ROAD FOR 0.3 MI (0.5 KM) TO THE
 KV6915'INTERSECTION WITH GRECIAN STREET.  TURN LEFT ON GRECIAN STREET AND GO
 KV6915'0.2 MI (0.3 KM) TO THE INTERSECTION WITH HOMER STREET ON THE LEFT.
 KV6915'TURN LEFT AND GO 0.15 MI (0.24 KM) TO THE HILLS OF TROY PARK AND THE
 KV6915'STATION ON THE RIGHT.  THE STATION IS 2.6 M (8.5 FT) SOUTH FROM THE
 KV6915'GUTTERLINE OF HOMER STREET, 6.6 M (21.7 FT) SOUTH FROM THE CENTERLINE
 KV6915'OF HOMER STREET, 10.9 M (35.8 FT) SOUTHEAST FROM A MANHOLE IN THE
 KV6915'CENTER OF HOMER STREET, 20.5 M (67.3 FT) SOUTHEAST FROM POLE NUMBER
 KV6915'BT2180 PTH AND 31.8 M (104.3 FT) SOUTH SOUTHWEST FROM THE SOUTHEAST
 KV6915'CORNER OF HOUSE NUMBER 15, ON THE NORTH SIDE OF HOMER STREET.
 KV6915
 KV6915                          STATION RECOVERY (1992)
 KV6915
 KV6915'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV6915'THE STATION IS LOCATED IN PARSIPPANY TROY HILLS TOWNSHIP.  TO REACH
 KV6915'THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 46 AND CHERRY HILL
 KV6915'ROAD, GO SOUTH ON CHERRY HILL ROAD FOR 0.3 MI (0.5 KM) TO THE
 KV6915'INTERSECTION WITH GRECIAN STREET.  TURN LEFT ON GRECIAN STREET AND GO
 KV6915'0.2 MI (0.3 KM) TO THE INTERSECTION WITH HOMER STREET ON THE LEFT.
 KV6915'TURN LEFT AND GO 0.15 MI (0.24 KM) TO THE HILLS OF TROY PARK AND THE
 KV6915'STATION ON THE RIGHT.  THE STATION IS 2.6 M (8.5 FT) SOUTH FROM THE
 KV6915'GUTTERLINE OF HOMER STREET, 6.6 M (21.7 FT) SOUTH FROM THE CENTERLINE
 KV6915'OF HOMER STREET, 10.9 M (35.8 FT) SOUTHEAST FROM A MANHOLE IN THE
 KV6915'CENTER OF HOMER STREET, 20.5 M (67.3 FT) SOUTHEAST FROM POLE NUMBER
 KV6915'BT2180 PTH AND 31.8 M (104.3 FT) SOUTH SOUTHWEST FROM THE SOUTHEAST
 KV6915'CORNER OF HOUSE NUMBER 15, ON THE NORTH SIDE OF HOMER STREET.
 KV6915
 KV6915                          STATION RECOVERY (1993)
 KV6915
 KV6915'RECOVERED 1993
 KV6915'RECOVERED IN GOOD CONDITION.
 KV6915
 KV6915                          STATION RECOVERY (1993)
 KV6915
 KV6915'RECOVERED 1993
 KV6915'RECOVERED IN GOOD CONDITION.
 KV6915
 KV6915                          STATION RECOVERY (1993)
 KV6915
 KV6915'RECOVERED 1993
 KV6915'RECOVERED IN GOOD CONDITION.
 KV6915
 KV6915                          STATION RECOVERY (2006)
 KV6915
 KV6915'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV6915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6924 ***********************************************************************
 KV6924  DESIGNATION -  PTH 14
 KV6924  PID         -  KV6924
 KV6924  STATE/COUNTY-  NJ/MORRIS
 KV6924  USGS QUAD   -  CALDWELL (1995)
 KV6924
 KV6924                         *CURRENT SURVEY CONTROL
 KV6924  ___________________________________________________________________
 KV6924* NAD 83(1996)-  40 51 48.17871(N)    074 20 01.56640(W)     ADJUSTED  
 KV6924* NAVD 88     -        53.8    (meters)     177.     (feet)  GPS OBS   
 KV6924  ___________________________________________________________________
 KV6924  X           -   1,304,407.151 (meters)                     COMP
 KV6924  Y           -  -4,651,097.213 (meters)                     COMP
 KV6924  Z           -   4,150,975.001 (meters)                     COMP
 KV6924  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 KV6924  ELLIP HEIGHT-          21.19  (meters)          (10/23/02) GPS OBS
 KV6924  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KV6924
 KV6924  HORZ ORDER  -  FIRST
 KV6924  ELLP ORDER  -  FOURTH    CLASS I
 KV6924
 KV6924.The horizontal coordinates were established by GPS observations
 KV6924.and adjusted by the National Geodetic Survey in May 1999..
 KV6924
 KV6924.The orthometric height was determined by GPS observations and a
 KV6924.high-resolution geoid model.
 KV6924
 KV6924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6924
 KV6924.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6924
 KV6924.The ellipsoidal height was determined by GPS observations
 KV6924.and is referenced to NAD 83.
 KV6924
 KV6924.The geoid height was determined by GEOID03.
 KV6924
 KV6924;                    North         East     Units Scale Factor Converg.
 KV6924;SPC NJ       -   225,390.708   164,013.362   MT  0.99990242   +0 06 31.5
 KV6924;SPC NJ       -   739,469.35    538,100.51   sFT  0.99990242   +0 06 31.5
 KV6924;UTM  18      - 4,523,805.035   556,146.812   MT  0.99963880   +0 26 09.2
 KV6924
 KV6924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6924!SPC NJ       -   0.99999668  x   0.99990242  =   0.99989910
 KV6924!UTM  18      -   0.99999668  x   0.99963880  =   0.99963548
 KV6924
 KV6924                          SUPERSEDED SURVEY CONTROL
 KV6924
 KV6924  ELLIP H (05/14/99)   21.22   (m)                       GP(       ) 4 1
 KV6924  NAD 83(1996)-  40 51 48.17834(N)    074 20 01.56675(W) AD(       ) 1
 KV6924  NAD 83(1986)-  40 51 48.17707(N)    074 20 01.56743(W) AD(       ) 1
 KV6924
 KV6924.Superseded values are not recommended for survey control.
 KV6924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6924.See file dsdata.txt to determine how the superseded data were derived.
 KV6924
 KV6924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5614723805(NAD 83)
 KV6924_MARKER: DH = HORIZONTAL CONTROL DISK
 KV6924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6924_SP_SET: CONCRETE POST
 KV6924_STAMPING: GPS 14
 KV6924_MARK LOGO: PTHT  
 KV6924_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6924+STABILITY: SURFACE MOTION
 KV6924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6924+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1993
 KV6924
 KV6924  HISTORY     - Date     Condition        Report By
 KV6924  HISTORY     - 1991     MONUMENTED       AMGEOD
 KV6924  HISTORY     - 19930415 GOOD
 KV6924
 KV6924                          STATION DESCRIPTION
 KV6924
 KV6924'DESCRIBED BY AMERICAN GEODETIC SURVEY 1991
 KV6924'THE STATIION IS LOCATED IN PINEBROOK IN MONTVILLE TOWNSHIP.  TO REACH
 KV6924'THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 46 AND HOOK
 KV6924'MOUNTAIN ROAD, GO NORTH ON HOOK MOUNTAIN ROAD FOR 0.3 KM (0.20 MI) TO
 KV6924'A JUNCTION WITH A ROAD TO THE EAST.  TURN RIGHT, EAST, FOR 0.6 KM
 KV6924'(0.35 MI) TO THE JUNCTION WITH MAPLE AVENUE.  THE STATION IS LOCATED
 KV6924'IN THE CURBED GRASS TRIANGLE, 24.7 M (81.0 FT) SOUTHWEST OF A FIRE
 KV6924'HYDRANT, 5.3 M (17.4 FT) EAST OF A STREET SIGN POST, 7.9 M (25.9 FT)
 KV6924'NORTH OF THE NORTHEAST CORNER OF A CATCH BASIN AND 30.4 M (99.7 FT)
 KV6924'NORTHWEST OF THE NORTHWEST CORNER OF AN ELECTRIC COMPANY MANHOLE.
 KV6924
 KV6924                          STATION RECOVERY (1993)
 KV6924
 KV6924'RECOVERED 1993
 KV6924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6916 ***********************************************************************
 KV6916  DESIGNATION -  PTH 32
 KV6916  PID         -  KV6916
 KV6916  STATE/COUNTY-  NJ/MORRIS
 KV6916  USGS QUAD   -  MORRISTOWN (1981)
 KV6916
 KV6916                         *CURRENT SURVEY CONTROL
 KV6916  ___________________________________________________________________
 KV6916* NAD 83(1996)-  40 52 19.20112(N)    074 23 14.99539(W)     ADJUSTED  
 KV6916* NAVD 88     -        79.1    (meters)     260.     (feet)  GPS OBS   
 KV6916  ___________________________________________________________________
 KV6916  X           -   1,299,881.534 (meters)                     COMP
 KV6916  Y           -  -4,651,733.720 (meters)                     COMP
 KV6916  Z           -   4,151,715.193 (meters)                     COMP
 KV6916  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 KV6916  ELLIP HEIGHT-          46.42  (meters)          (10/23/02) GPS OBS
 KV6916  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KV6916
 KV6916  HORZ ORDER  -  FIRST
 KV6916  ELLP ORDER  -  FOURTH    CLASS I
 KV6916
 KV6916.The horizontal coordinates were established by GPS observations
 KV6916.and adjusted by the National Geodetic Survey in May 1999..
 KV6916
 KV6916.The orthometric height was determined by GPS observations and a
 KV6916.high-resolution geoid model.
 KV6916
 KV6916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6916
 KV6916.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6916
 KV6916.The ellipsoidal height was determined by GPS observations
 KV6916.and is referenced to NAD 83.
 KV6916
 KV6916.The geoid height was determined by GEOID03.
 KV6916
 KV6916;                    North         East     Units Scale Factor Converg.
 KV6916;SPC NJ       -   226,340.371   159,482.656   MT  0.99990111   +0 04 25.0
 KV6916;SPC NJ       -   742,585.03    523,236.01   sFT  0.99990111   +0 04 25.0
 KV6916;UTM  18      - 4,524,728.566   551,611.964   MT  0.99963279   +0 24 02.9
 KV6916
 KV6916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6916!SPC NJ       -   0.99999272  x   0.99990111  =   0.99989383
 KV6916!UTM  18      -   0.99999272  x   0.99963279  =   0.99962551
 KV6916
 KV6916                          SUPERSEDED SURVEY CONTROL
 KV6916
 KV6916  ELLIP H (05/14/99)   46.44   (m)                       GP(       ) 4 1
 KV6916  NAD 83(1996)-  40 52 19.20071(N)    074 23 14.99583(W) AD(       ) 1
 KV6916  NAD 83(1986)-  40 52 19.19951(N)    074 23 14.99629(W) AD(       ) 1
 KV6916
 KV6916.Superseded values are not recommended for survey control.
 KV6916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6916.See file dsdata.txt to determine how the superseded data were derived.
 KV6916
 KV6916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5161224729(NAD 83)
 KV6916_MARKER: DS = TRIANGULATION STATION DISK
 KV6916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6916_SP_SET: CONCRETE POST
 KV6916_STAMPING: GPS 32
 KV6916_MARK LOGO: PTHT  
 KV6916_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6916+STABILITY: SURFACE MOTION
 KV6916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6916+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1993
 KV6916
 KV6916  HISTORY     - Date     Condition        Report By
 KV6916  HISTORY     - 1991     MONUMENTED       NJ2498
 KV6916  HISTORY     - 19921022 GOOD             NJGS
 KV6916  HISTORY     - 19930414 GOOD
 KV6916
 KV6916                          STATION DESCRIPTION
 KV6916
 KV6916'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6916'THE STATION IS LOCATED IN THE TOWNSHIP OF PARSIPPANY TROY HILLS, THE
 KV6916'LAKE HIAWATHA LOCALE. TO REACH THE STATION FROM INTERCHANGE 37A OF
 KV6916'INTERSTATE HIGHWAY 287 NORTHBOUND IN PARSIPPANY TROY HILLS TOWNSHIP,
 KV6916'KEEP TO THE RIGHT, FOLLOWING SIGNS TO U.S. HIGHWAY 46 TO A TRAFFIC
 KV6916'LIGHT AT THE JUNCTION WITH SMITH ROAD. TURN LEFT AND GO 0.3 MI
 KV6916'(0.48 KM) TO THE INTERSECTION WITH U.S. HIGHWAY 46.  TURN RIGHT AND
 KV6916'GO EAST ON U.S. HIGHWAY 46 FOR 1.6 MI (2.57 KM) TO THE INTERSECTION
 KV6916'WITH BEVERWYCK ROAD.  TURN LEFT AND GO NORTH ON BEVERWYCK ROAD FOR
 KV6916'0.7 MI (1.13 KM) TO THE INTERSECTION WITH VAIL ROAD.  TURN LEFT AND
 KV6916'GO WEST ON VAIL ROAD FOR 0.20 MI (0.32 KM) TO HOUSE NUMBER 680, A TWO
 KV6916'STORY BRICK DWELLING AND THE STATION ON THE RIGHT.  THE STATION IS
 KV6916'3.0 M (9.84 FT) NORTH FROM THE GUTTERLINE OF VAIL ROAD, 9.0 M
 KV6916'(29.53 FT) NORTH FROM THE CENTERLINE OF VAIL ROAD, 14.8 M (48.56 FT)
 KV6916'SOUTH FROM THE SOUTHWEST CORNER OF HOUSE NUMBER 680, 9.5 M (31.17 FT)
 KV6916'WEST NORTHWEST FROM A SIGN, 35 SPEED LIMIT NO PARKING ANYTIME AND 25.7
 KV6916'M (84.32 FT) WEST FROM POLE NUMBER BT1083 PTH, 0.3 M (0.98 FT) WEST
 KV6916'OF THE WEST BELGIUM BLOCK DRIVEWAY AND ALSO 67 M (219.82 FT) WEST OF
 KV6916'THE CENTERLINE OF SOUTH ROOSEVELT AVENUE.
 KV6916'THE STATION IS LOCATED IN THE TOWNSHIP OF PARSIPPANY TROY HILLS, THE
 KV6916'LAKE HIAWATHA LOCALE.  TO REACH THE STATION FROM INTERCHANGE 37A OF
 KV6916'INTERSTATE HIGHWAY 287 NORTHBOUND IN PARSIPPANY TROY HILLS TOWNSHIP,
 KV6916'KEEP TO THE RIGHT, FOLLOWING SIGNS TO U.S. HIGHWAY 46 TO A TRAFFIC
 KV6916'LIGHT AT THE JUNCTION WITH SMITH ROAD.  TURN LEFT AND GO 0.3 MI
 KV6916'(0.5 KM) TO THE INTERSECTION WITH U.S. HIGHWAY 46.  TURN RIGHT AND GO
 KV6916'EAST ON U.S. HIGHWAY 46 FOR 1.6 MI (2.6 KM) TO THE INTERSECTION WITH
 KV6916'BEVERWYCK ROAD.  TURN LEFT AND GO NORTH ON BEVERWYCK ROAD FOR 0.7 MI
 KV6916'(1.1 KM) TO THE INTERSECTION WITH VAIL ROAD.  TURN LEFT AND GO WEST
 KV6916'ON VAIL ROAD FOR 0.20 MI (0.32 KM) TO HOUSE NUMBER 680, A TWO STORY
 KV6916'BRICK DWELLING AND THE STATION ON THE RIGHT.  THE STATION IS 3.0 M
 KV6916'(9.8 FT) NORTH FROM THE GUTTERLINE OF VAIL ROAD, 9.0 M (29.5 FT)
 KV6916'NORTH FROM THE CENTERLINE OF VAIL ROAD, 14.8 M (48.6 FT) SOUTH FROM
 KV6916'THE SOUTHWEST CORNER OF HOUSE NUMBER 680, 9.5 M (31.2 FT) WEST
 KV6916'NORTHWEST FROM A SIGN, 35 SPEED LIMIT NO PARKING ANYTIME AND 25.7 M
 KV6916'(84.3 FT) WEST FROM POLE NUMBER BT1083 PTH, 0.3 M (1.0 FT) WEST OF
 KV6916'THE WEST BELGIUM BLOCK DRIVEWAY AND ALSO 67 M (219.8 FT) WEST OF THE
 KV6916'CENTERLINE OF SOUTH ROOSEVELT AVENUE.
 KV6916
 KV6916                          STATION RECOVERY (1993)
 KV6916
 KV6916'RECOVERED 1993
 KV6916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6925 ***********************************************************************
 KV6925  DESIGNATION -  PTH 44
 KV6925  PID         -  KV6925
 KV6925  STATE/COUNTY-  NJ/MORRIS
 KV6925  USGS QUAD   -  POMPTON PLAINS (1995)
 KV6925
 KV6925                         *CURRENT SURVEY CONTROL
 KV6925  ___________________________________________________________________
 KV6925* NAD 83(1996)-  40 54 19.80245(N)    074 22 23.98558(W)     ADJUSTED  
 KV6925* NAVD 88     -        61.1    (meters)     200.     (feet)  GPS OBS   
 KV6925  ___________________________________________________________________
 KV6925  X           -   1,300,372.252 (meters)                     COMP
 KV6925  Y           -  -4,649,053.833 (meters)                     COMP
 KV6925  Z           -   4,154,515.966 (meters)                     COMP
 KV6925  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 KV6925  ELLIP HEIGHT-          28.54  (meters)          (10/23/02) GPS OBS
 KV6925  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KV6925
 KV6925  HORZ ORDER  -  FIRST
 KV6925  ELLP ORDER  -  FOURTH    CLASS I
 KV6925
 KV6925.The horizontal coordinates were established by GPS observations
 KV6925.and adjusted by the National Geodetic Survey in May 1999..
 KV6925
 KV6925.The orthometric height was determined by GPS observations and a
 KV6925.high-resolution geoid model.
 KV6925
 KV6925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6925
 KV6925.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6925
 KV6925.The ellipsoidal height was determined by GPS observations
 KV6925.and is referenced to NAD 83.
 KV6925
 KV6925.The geoid height was determined by GEOID03.
 KV6925
 KV6925;                    North         East     Units Scale Factor Converg.
 KV6925;SPC NJ       -   230,061.906   160,671.601   MT  0.99990140   +0 04 58.6
 KV6925;SPC NJ       -   754,794.77    527,136.74   sFT  0.99990140   +0 04 58.6
 KV6925;UTM  18      - 4,528,455.834   552,779.318   MT  0.99963429   +0 24 37.3
 KV6925
 KV6925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6925!SPC NJ       -   0.99999552  x   0.99990140  =   0.99989692
 KV6925!UTM  18      -   0.99999552  x   0.99963429  =   0.99962981
 KV6925
 KV6925                          SUPERSEDED SURVEY CONTROL
 KV6925
 KV6925  ELLIP H (05/14/99)   28.56   (m)                       GP(       ) 4 1
 KV6925  NAD 83(1996)-  40 54 19.80204(N)    074 22 23.98604(W) AD(       ) 1
 KV6925  NAD 83(1986)-  40 54 19.80084(N)    074 22 23.98651(W) AD(       ) 1
 KV6925
 KV6925.Superseded values are not recommended for survey control.
 KV6925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6925.See file dsdata.txt to determine how the superseded data were derived.
 KV6925
 KV6925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5277928456(NAD 83)
 KV6925_MARKER: DH = HORIZONTAL CONTROL DISK
 KV6925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6925_SP_SET: CONCRETE POST
 KV6925_STAMPING: GPS 44
 KV6925_MARK LOGO: PTHT  
 KV6925_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6925+STABILITY: SURFACE MOTION
 KV6925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6925+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1993
 KV6925
 KV6925  HISTORY     - Date     Condition        Report By
 KV6925  HISTORY     - 1991     MONUMENTED       AMGEOD
 KV6925  HISTORY     - 19930414 GOOD
 KV6925
 KV6925                          STATION DESCRIPTION
 KV6925
 KV6925'DESCRIBED BY AMERICAN GEODETIC SURVEY 1991
 KV6925'THE STATIION IS LOCATED IN MONTVILLE IN MONTVILLE TOWNSHIP. TO REACH
 KV6925'THE STATION FROM THE OVERPASS INTERSECTION OF INTERSTATE HIGHWAY 287
 KV6925'AND RIVER ROAD, GO SOUTH ON RIVER ROAD FOR 0.8 KM (0.50 MI) TO THE
 KV6925'JUNCTION OF MILLER LANE ON THE LEFT.  TURN LEFT AND GO 0.3 KM
 KV6925'(0.20 MI) TO RHE RIVER HILL ESTATES ON THE RIGHT.  TURN RIGHT FOR
 KV6925'0.16 KM (0.10 MI) TO THE STATION ON THE RIGHT, 0.5 M (1.6 FT) WEST
 KV6925'FROM THE CURB, 10.0 M (32.8 FT) WEST FROM THE SOUTHWEST CORNER OF A
 KV6925'CATCH BASIN, 18.8 M (61.7 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 KV6925'CATCH BASIN AND 2.4 M (7.9 FT) NORHTWEST OF A MANHOLE.
 KV6925
 KV6925                          STATION RECOVERY (1993)
 KV6925
 KV6925'RECOVERED 1993
 KV6925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6917 ***********************************************************************
 KV6917  DESIGNATION -  PTH 60
 KV6917  PID         -  KV6917
 KV6917  STATE/COUNTY-  NJ/MORRIS
 KV6917  USGS QUAD   -  CALDWELL (1995)
 KV6917
 KV6917                         *CURRENT SURVEY CONTROL
 KV6917  ___________________________________________________________________
 KV6917* NAD 83(1996)-  40 51 15.32508(N)    074 20 25.42538(W)     ADJUSTED  
 KV6917* NAVD 88     -        53.4    (meters)     175.     (feet)  GPS OBS   
 KV6917  ___________________________________________________________________
 KV6917  X           -   1,304,048.013 (meters)                     COMP
 KV6917  Y           -  -4,651,886.144 (meters)                     COMP
 KV6917  Z           -   4,150,208.217 (meters)                     COMP
 KV6917  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 KV6917  ELLIP HEIGHT-          20.76  (meters)          (10/23/02) GPS OBS
 KV6917  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KV6917
 KV6917  HORZ ORDER  -  FIRST
 KV6917  ELLP ORDER  -  FOURTH    CLASS I
 KV6917
 KV6917.The horizontal coordinates were established by GPS observations
 KV6917.and adjusted by the National Geodetic Survey in May 1999..
 KV6917
 KV6917.The orthometric height was determined by GPS observations and a
 KV6917.high-resolution geoid model.
 KV6917
 KV6917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6917
 KV6917.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6917
 KV6917.The ellipsoidal height was determined by GPS observations
 KV6917.and is referenced to NAD 83.
 KV6917
 KV6917.The geoid height was determined by GEOID03.
 KV6917
 KV6917;                    North         East     Units Scale Factor Converg.
 KV6917;SPC NJ       -   224,376.315   163,456.509   MT  0.99990223   +0 06 15.9
 KV6917;SPC NJ       -   736,141.29    536,273.56   sFT  0.99990223   +0 06 15.9
 KV6917;UTM  18      - 4,522,787.748   555,595.905   MT  0.99963804   +0 25 53.3
 KV6917
 KV6917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6917!SPC NJ       -   0.99999674  x   0.99990223  =   0.99989897
 KV6917!UTM  18      -   0.99999674  x   0.99963804  =   0.99963478
 KV6917
 KV6917                          SUPERSEDED SURVEY CONTROL
 KV6917
 KV6917  ELLIP H (05/14/99)   20.79   (m)                       GP(       ) 4 1
 KV6917  NAD 83(1996)-  40 51 15.32472(N)    074 20 25.42573(W) AD(       ) 1
 KV6917  NAD 83(1986)-  40 51 15.32344(N)    074 20 25.42642(W) AD(       ) 1
 KV6917
 KV6917.Superseded values are not recommended for survey control.
 KV6917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6917.See file dsdata.txt to determine how the superseded data were derived.
 KV6917
 KV6917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5559622788(NAD 83)
 KV6917_MARKER: DH = HORIZONTAL CONTROL DISK
 KV6917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6917_SP_SET: CONCRETE POST
 KV6917_STAMPING: GPS 60
 KV6917_MARK LOGO: PTHT  
 KV6917_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6917+STABILITY: SURFACE MOTION
 KV6917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6917+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 KV6917
 KV6917  HISTORY     - Date     Condition        Report By
 KV6917  HISTORY     - 1991     MONUMENTED       NJ2498
 KV6917  HISTORY     - 19921022 GOOD             NJGS
 KV6917  HISTORY     - 19930415 GOOD
 KV6917  HISTORY     - 20060504 GOOD             AASCO
 KV6917
 KV6917                          STATION DESCRIPTION
 KV6917
 KV6917'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6917'THE STATION IS LOCATED IN PINEBROOK IN MONTVILLE TOWNSHIP.  TO REACH
 KV6917'THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 46 AND CHAPIN ROAD,
 KV6917'TURN RIGHT ONTO CHAPIN ROAD AND GO 0.3 MI (0.48 KM) TO THE TEE
 KV6917'INTERSECTION WITH RIVERSIDE DRIVE ON THE RIGHT.  TURN RIGHT AND GO
 KV6917'0.15 MI (0.24 KM) TO THE NEWARK STAR LEDGER BUILDING AND THE STATION
 KV6917'ON THE LEFT, SET IN THE NORTHWEST EDGE OF A CIRCULAR LANDSCAPED AREA
 KV6917'IN FRONT OF THE MAIN ENTRANCE TO THE BUILDING.  THE STATION IS 11.4 M
 KV6917'(37.40 FT) SOUTHEAST FROM POLE NUMBER JC76 MTE, 19.5 M (63.98 FT)
 KV6917'NORTHEAST FROM AN INLET ON THE SOUTHWEST SIDE OF THE CIRCULAR DRIVE,
 KV6917'24.0 M (78.74 FT) NORTH FROM A FIRE HYDRANT ON THE SOUTHWEST SIDE OF
 KV6917'THE CIRCULAR DRIVE, 5.8 M (19.03 FT) SOUTHEAST FROM THE CENTERLINE OF
 KV6917'RIVERSIDE DRIVE, 0.6 M (1.97 FT) SOUTHEAST FROM THE GUTTERLINE OF THE
 KV6917'LANDSCAPED AREA AND 1.5 M (4.92 FT) SOUTHWEST FROM A SPRINKLER HEAD
 KV6917'IN THE LANDSCAPED AREA.
 KV6917'THE STATION IS LOCATED IN PINEBROOK IN MONTVILLE TOWNSHIP.  TO REACH
 KV6917'THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 46 AND CHAPIN ROAD,
 KV6917'TURN RIGHT ONTO CHAPIN ROAD AND GO 0.3 MI (0.5 KM) TO THE TEE
 KV6917'INTERSECTION WITH RIVERSIDE DRIVE ON THE RIGHT.  TURN RIGHT AND GO
 KV6917'0.15 MI (0.24 KM) TO THE NEWARK STAR LEDGER BUILDING AND THE STATION
 KV6917'ON THE LEFT, SET IN THE NORTHWEST EDGE OF A CIRCULAR LANDSCAPED AREA
 KV6917'IN FRONT OF THE MAIN ENTRANCE TO THE BUILDING.  THE STATION IS 11.4 M
 KV6917'(37.4 FT) SOUTHEAST FROM POLE NUMBER JC76 MTE, 19.5 M (64.0 FT)
 KV6917'NORTHEAST FROM AN INLET ON THE SOUTHWEST SIDE OF THE CIRCULAR DRIVE,
 KV6917'24.0 M (78.7 FT) NORTH FROM A FIRE HYDRANT ON THE SOUTHWEST SIDE OF
 KV6917'THE CIRCULAR DRIVE, 5.8 M (19.0 FT) SOUTHEAST FROM THE CENTERLINE OF
 KV6917'RIVERSIDE DRIVE, 0.6 M (2.0 FT) SOUTHEAST FROM THE GUTTERLINE OF THE
 KV6917'LANDSCAPED AREA AND 1.5 M (4.9 FT) SOUTHWEST FROM A SPRINKLER HEAD IN
 KV6917'THE LANDSCAPED AREA.
 KV6917
 KV6917                          STATION RECOVERY (1993)
 KV6917
 KV6917'RECOVERED 1993
 KV6917'RECOVERED IN GOOD CONDITION.
 KV6917
 KV6917                          STATION RECOVERY (2006)
 KV6917
 KV6917'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV6917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6926 ***********************************************************************
 KV6926  DESIGNATION -  PTH 66
 KV6926  PID         -  KV6926
 KV6926  STATE/COUNTY-  NJ/MORRIS
 KV6926  USGS QUAD   -  BOONTON (1981)
 KV6926
 KV6926                         *CURRENT SURVEY CONTROL
 KV6926  ___________________________________________________________________
 KV6926* NAD 83(1996)-  40 53 33.23906(N)    074 24 57.98184(W)     ADJUSTED  
 KV6926* NAVD 88     -       118.8    (meters)     390.     (feet)  GPS OBS   
 KV6926  ___________________________________________________________________
 KV6926  X           -   1,297,165.282 (meters)                     COMP
 KV6926  Y           -  -4,650,971.219 (meters)                     COMP
 KV6926  Z           -   4,153,467.982 (meters)                     COMP
 KV6926  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 KV6926  ELLIP HEIGHT-          86.17  (meters)          (10/23/02) GPS OBS
 KV6926  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KV6926
 KV6926  HORZ ORDER  -  FIRST
 KV6926  ELLP ORDER  -  FOURTH    CLASS I
 KV6926
 KV6926.The horizontal coordinates were established by GPS observations
 KV6926.and adjusted by the National Geodetic Survey in May 1999..
 KV6926
 KV6926.The orthometric height was determined by GPS observations and a
 KV6926.high-resolution geoid model.
 KV6926
 KV6926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6926
 KV6926.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6926
 KV6926.The ellipsoidal height was determined by GPS observations
 KV6926.and is referenced to NAD 83.
 KV6926
 KV6926.The geoid height was determined by GEOID03.
 KV6926
 KV6926;                    North         East     Units Scale Factor Converg.
 KV6926;SPC NJ       -   228,621.337   157,069.174   MT  0.99990061   +0 03 17.7
 KV6926;SPC NJ       -   750,068.50    515,317.78   sFT  0.99990061   +0 03 17.7
 KV6926;UTM  18      - 4,526,995.098   549,186.146   MT  0.99962978   +0 22 56.1
 KV6926
 KV6926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6926!SPC NJ       -   0.99998648  x   0.99990061  =   0.99988709
 KV6926!UTM  18      -   0.99998648  x   0.99962978  =   0.99961627
 KV6926
 KV6926                          SUPERSEDED SURVEY CONTROL
 KV6926
 KV6926  ELLIP H (05/14/99)   86.19   (m)                       GP(       ) 4 1
 KV6926  NAD 83(1996)-  40 53 33.23861(N)    074 24 57.98234(W) AD(       ) 1
 KV6926  NAD 83(1986)-  40 53 33.23751(N)    074 24 57.98265(W) AD(       ) 1
 KV6926
 KV6926.Superseded values are not recommended for survey control.
 KV6926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6926.See file dsdata.txt to determine how the superseded data were derived.
 KV6926
 KV6926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4918626995(NAD 83)
 KV6926_MARKER: DD = SURVEY DISK
 KV6926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6926_SP_SET: CONCRETE POST
 KV6926_STAMPING: GPS 66
 KV6926_MARK LOGO: PTHT  
 KV6926_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6926+STABILITY: SURFACE MOTION
 KV6926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6926+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 KV6926
 KV6926  HISTORY     - Date     Condition        Report By
 KV6926  HISTORY     - 1991     MONUMENTED       NJ2498
 KV6926  HISTORY     - 19930914 GOOD             NJGS
 KV6926  HISTORY     - 20041007 GOOD             GEOCAC
 KV6926  HISTORY     - 20060323 GOOD             AASCO
 KV6926
 KV6926                          STATION DESCRIPTION
 KV6926
 KV6926'DESCRIBED BY CITY OF PARSIPPANY NEW JERSEY 1991
 KV6926'THE STATIION IS LOCATED IN PARSIPANY/TROY HILLS TOWNSHIP.  TO REACH
 KV6926'THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 46 AND PARSIPPANY
 KV6926'BOULEVARD GO NORTH ON PARSIPPANY BOULEVARD FOR 2.4 KM (1.50 MI) TO
 KV6926'THE JUNCTION WITH INTERVALE ROAD AND THE STATION IN A CURBRD GRASS
 KV6926'AREA AT THE INTERSECTION OF PARSIPPANY BOULEVARD, INTERVALE ROAD AND
 KV6926'FAIRWAY PLACE.  IT IS LOCATED 15.8 M (51.8 FT) NORTH FROM POWER POLE
 KV6926'JC 22OPT D4-4, 9.3 M (30.5 FT) FROM A MAIL BOX, 0.9 M (3.0 FT) SOUTH
 KV6926'FROM THE FACE OF THE CURB AND 6.4 M (21.0 FT) NORTHWEST FROM A
 KV6926'TRAFFIC LIGHT POLE.
 KV6926
 KV6926                          STATION RECOVERY (1993)
 KV6926
 KV6926'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6926'THE STATION IS LOCATED IN PARSIPANY TROY HILLS TOWNSHIP.  TO REACH THE
 KV6926'STATION FROM THE INTERSECTION OF U. S. HIGHWAY 46 AND PARSIPPANY
 KV6926'BOULEVARD, GO NORTH ON PARSIPPANY BOULEVARD FOR 2.4 KM (1.50 MI) TO
 KV6926'THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND IN A LANDSCAPED
 KV6926'AREA AT THE INTERSECTION OF PARSIPPANY BOULEVARD, INTERVALE ROAD,
 KV6926'FAIRWAY PLACE AND FANNY ROAD.  THE STATION IS 15.8 M (51.8 FT) NORTH
 KV6926'FROM POWER POLE JC 22OPT D4-4 WITH THREE GUY WIRES ATTACHED, 9.3 M
 KV6926'(30.5 FT) NORTHEAST FROM A MAIL BOX, 0.9 M (3.0 FT) SOUTH FROM THE
 KV6926'FACE OF THE CURB AND 6.4 M (21.0 FT) NORTHWEST FROM A TRAFFIC LIGHT
 KV6926'POLE.
 KV6926
 KV6926                          STATION RECOVERY (2004)
 KV6926
 KV6926'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 KV6926'RECOVERED IN GOOD CONDITION.
 KV6926
 KV6926                          STATION RECOVERY (2006)
 KV6926
 KV6926'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV6926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6927 ***********************************************************************
 KV6927  DESIGNATION -  PTH 85
 KV6927  PID         -  KV6927
 KV6927  STATE/COUNTY-  NJ/MORRIS
 KV6927  USGS QUAD   -  MORRISTOWN (1981)
 KV6927
 KV6927                         *CURRENT SURVEY CONTROL
 KV6927  ___________________________________________________________________
 KV6927* NAD 83(1996)-  40 50 37.13139(N)    074 23 35.36341(W)     ADJUSTED  
 KV6927* NAVD 88     -        54.6    (meters)     179.     (feet)  GPS OBS   
 KV6927  ___________________________________________________________________
 KV6927  X           -   1,299,971.351 (meters)                     COMP
 KV6927  Y           -  -4,653,828.049 (meters)                     COMP
 KV6927  Z           -   4,149,317.762 (meters)                     COMP
 KV6927  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 KV6927  ELLIP HEIGHT-          21.93  (meters)          (10/23/02) GPS OBS
 KV6927  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KV6927
 KV6927  HORZ ORDER  -  FIRST
 KV6927  ELLP ORDER  -  FOURTH    CLASS I
 KV6927
 KV6927.The horizontal coordinates were established by GPS observations
 KV6927.and adjusted by the National Geodetic Survey in May 1999..
 KV6927
 KV6927.The orthometric height was determined by GPS observations and a
 KV6927.high-resolution geoid model.
 KV6927
 KV6927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6927
 KV6927.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6927
 KV6927.The ellipsoidal height was determined by GPS observations
 KV6927.and is referenced to NAD 83.
 KV6927
 KV6927.The geoid height was determined by GEOID03.
 KV6927
 KV6927;                    North         East     Units Scale Factor Converg.
 KV6927;SPC NJ       -   223,191.487   159,009.606   MT  0.99990100   +0 04 11.6
 KV6927;SPC NJ       -   732,254.07    521,684.02   sFT  0.99990100   +0 04 11.6
 KV6927;UTM  18      - 4,521,577.879   551,157.020   MT  0.99963221   +0 23 48.8
 KV6927
 KV6927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6927!SPC NJ       -   0.99999656  x   0.99990100  =   0.99989756
 KV6927!UTM  18      -   0.99999656  x   0.99963221  =   0.99962877
 KV6927
 KV6927                          SUPERSEDED SURVEY CONTROL
 KV6927
 KV6927  ELLIP H (05/14/99)   21.96   (m)                       GP(       ) 4 1
 KV6927  NAD 83(1996)-  40 50 37.13104(N)    074 23 35.36374(W) AD(       ) 1
 KV6927  NAD 83(1986)-  40 50 37.12996(N)    074 23 35.36396(W) AD(       ) 1
 KV6927
 KV6927.Superseded values are not recommended for survey control.
 KV6927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6927.See file dsdata.txt to determine how the superseded data were derived.
 KV6927
 KV6927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5115721578(NAD 83)
 KV6927_MARKER: DH = HORIZONTAL CONTROL DISK
 KV6927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6927_SP_SET: CONCRETE POST
 KV6927_STAMPING: GPS 85
 KV6927_MARK LOGO: PTHT  
 KV6927_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6927+STABILITY: SURFACE MOTION
 KV6927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6927+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1993
 KV6927
 KV6927  HISTORY     - Date     Condition        Report By
 KV6927  HISTORY     - 1991     MONUMENTED       AMGEOD
 KV6927  HISTORY     - 19930414 GOOD
 KV6927
 KV6927                          STATION DESCRIPTION
 KV6927
 KV6927'DESCRIBED BY AMERICAN GEODETIC SURVEY 1991
 KV6927'THE STATIION IS LOCATED IN PARSIPANY/TROY HILLS TOWNSHIP.  TO REACH
 KV6927'THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 46 AND SOUTH
 KV6927'BEVERWYCK ROAD, GO SOUTH ON SOUTH BEVERWYCK ROAD FOR 2.4 KM
 KV6927'(1.50 MI) TO THE STATION ON THE RIGHT ACROSS THE ROAD FROM HOUSES
 KV6927'NUMBERED 839 AND 841. IT IS LOCATED 19.4 M (63.6 FT) SOUTH FROM A 0.5
 KV6927'M (1.6 FT) IN DIAMETER TREE, 6.8 M (22.3 FT) SOUTHEAST OF A FIRE
 KV6927'HYDRANT, 4.4 M (14.4 FT) EAST FROM A FENCE CORNER, 10.9 M (35.8 FT)
 KV6927'NORTH FROM A 0.75 M (2.46 FT) IN DIAMETER TREE AND 2.4 M (7.9 FT)
 KV6927'SOUTHWEST FROM THE SOUTHWEST CORNER OF A CATCH BASIN.
 KV6927
 KV6927                          STATION RECOVERY (1993)
 KV6927
 KV6927'RECOVERED 1993
 KV6927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6918 ***********************************************************************
 KV6918  DESIGNATION -  PTH 91
 KV6918  PID         -  KV6918
 KV6918  STATE/COUNTY-  NJ/MORRIS
 KV6918  USGS QUAD   -  MORRISTOWN (1981)
 KV6918
 KV6918                         *CURRENT SURVEY CONTROL
 KV6918  ___________________________________________________________________
 KV6918* NAD 83(1996)-  40 48 50.07528(N)    074 22 39.99670(W)     ADJUSTED  
 KV6918* NAVD 88     -        61.8    (meters)     203.     (feet)  GPS OBS   
 KV6918  ___________________________________________________________________
 KV6918  X           -   1,301,803.404 (meters)                     COMP
 KV6918  Y           -  -4,655,563.506 (meters)                     COMP
 KV6918  Z           -   4,146,823.609 (meters)                     COMP
 KV6918  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 KV6918  ELLIP HEIGHT-          29.08  (meters)          (10/23/02) GPS OBS
 KV6918  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KV6918
 KV6918  HORZ ORDER  -  FIRST
 KV6918  ELLP ORDER  -  FOURTH    CLASS I
 KV6918
 KV6918.The horizontal coordinates were established by GPS observations
 KV6918.and adjusted by the National Geodetic Survey in May 1999..
 KV6918
 KV6918.The orthometric height was determined by GPS observations and a
 KV6918.high-resolution geoid model.
 KV6918
 KV6918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6918
 KV6918.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6918
 KV6918.The ellipsoidal height was determined by GPS observations
 KV6918.and is referenced to NAD 83.
 KV6918
 KV6918.The geoid height was determined by GEOID03.
 KV6918
 KV6918;                    North         East     Units Scale Factor Converg.
 KV6918;SPC NJ       -   219,891.110   160,311.104   MT  0.99990131   +0 04 47.6
 KV6918;SPC NJ       -   721,426.08    525,954.01   sFT  0.99990131   +0 04 47.6
 KV6918;UTM  18      - 4,518,285.865   552,476.974   MT  0.99963389   +0 24 24.1
 KV6918
 KV6918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6918!SPC NJ       -   0.99999544  x   0.99990131  =   0.99989675
 KV6918!UTM  18      -   0.99999544  x   0.99963389  =   0.99962933
 KV6918
 KV6918:                Primary Azimuth Mark                     Grid Az
 KV6918:SPC NJ       -  PTH 92                                   314 05 53.7
 KV6918:UTM  18      -  PTH 92                                   313 46 17.2
 KV6918
 KV6918|---------------------------------------------------------------------|
 KV6918| PID    Reference Object                     Distance      Geod. Az  |
 KV6918|                                                           dddmmss.s |
 KV6918| KV6919 PTH 92                              486.068 METERS 3141041.3 |
 KV6918|---------------------------------------------------------------------|
 KV6918
 KV6918                          SUPERSEDED SURVEY CONTROL
 KV6918
 KV6918  ELLIP H (05/14/99)   29.10   (m)                       GP(       ) 4 1
 KV6918  NAD 83(1996)-  40 48 50.07492(N)    074 22 39.99703(W) AD(       ) 1
 KV6918  NAD 83(1986)-  40 48 50.07371(N)    074 22 39.99776(W) AD(       ) 1
 KV6918
 KV6918.Superseded values are not recommended for survey control.
 KV6918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6918.See file dsdata.txt to determine how the superseded data were derived.
 KV6918
 KV6918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5247718286(NAD 83)
 KV6918_MARKER: DH = HORIZONTAL CONTROL DISK
 KV6918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6918_SP_SET: CONCRETE POST
 KV6918_STAMPING: GPS 91
 KV6918_MARK LOGO: PTHT  
 KV6918_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6918+STABILITY: SURFACE MOTION
 KV6918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6918+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1993
 KV6918
 KV6918  HISTORY     - Date     Condition        Report By
 KV6918  HISTORY     - 1991     MONUMENTED       NJ2498
 KV6918  HISTORY     - 19921027 GOOD             NJGS
 KV6918  HISTORY     - 19930414 GOOD
 KV6918
 KV6918                          STATION DESCRIPTION
 KV6918
 KV6918'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6918'THE STATION IS LOCATED IN EAST HANOVER TOWNSHIP ON THE SOUTHWEST SIDE
 KV6918'OF MURRAY ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV6918'INTERSTATE HIGHWAY 287 AND STATE ROUTE 10, NORTH OF THE TOWN OF
 KV6918'MORRISTOWN, GO EAST ON STATE ROUTE 10 FOR 2.8 MI (4.51 KM) TO THE
 KV6918'JUGHANDLE INTERSECTION WITH RIDGEDALE AVENUE.  TURN LEFT AND GO
 KV6918'NORTHEAST ON RIDGEDALE AVENUE FOR 0.5 MI (0.80 KM) TO THE TEE
 KV6918'INTERSECTION WITH MURRAY ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.3 MI
 KV6918'(0.48 KM) TO A PAVED ROADWAY, LEADING TO A INDUSTRIAL COMPLEX AND THE
 KV6918'STATION ON THE RIGHT. THE STATION IS 11.1 M (36.42 FT) SOUTHWEST FROM
 KV6918'THE CENTERLINE OF MURRAY ROAD, 5.7 M (18.70 FT) SOUTHEAST FROM THE
 KV6918'CENTERLINE OF THE PAVED ROADWAY, 15.1 M (49.54 FT) SOUTH SOUTHEAST
 KV6918'FROM AN INLET ON THE SOUTHWEST SIDE OF MURRAY ROAD, 2.5 M (8.20 FT)
 KV6918'SOUTHEAST FROM THE SOUTHEAST RAIL, 13.3 M (43.64 FT) EAST FROM AN
 KV6918'INLET ON THE NORTHWEST SIDE OF THE PAVED DRIVEWAY AND 9.2 M
 KV6918'(30.18 FT) NORTHEAST FROM AN INLET ON THE SOUTHEAST SIDE OF THE PAVED
 KV6918'DRIVEWAY, 26.6 M (87.27 FT) WEST SOUTHWEST FROM POLE NUMBER JC 16 EHT
 KV6918', 11.6 M (38.06 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A CHAINLINK
 KV6918'FENCE, 0.01 M (0.03 FT) BELOW THE GROUND.
 KV6918'THE STATION IS LOCATED IN EAST HANOVER TOWNSHIP ON THE SOUTHWEST SIDE
 KV6918'OF MURRAY ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV6918'INTERSTATE HIGHWAY 287 AND STATE HIGHWAY 10, NORTH OF THE TOWN OF
 KV6918'MORRISTOWN, GO EAST ON STATE HIGHWAY 10 FOR 2.8 MI (4.5 KM) TO THE
 KV6918'JUGHANDLE INTERSECTION WITH RIDGEDALE AVENUE.  TURN LEFT AND GO
 KV6918'NORTHEAST ON RIDGEDALE AVENUE FOR 0.5 MI (0.8 KM) TO THE TEE
 KV6918'INTERSECTION WITH MURRAY ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.3 MI
 KV6918'(0.5 KM) TO A PAVED ROADWAY, LEADING TO A INDUSTRIAL COMPLEX AND THE
 KV6918'STATION ON THE RIGHT. THE STATION IS 11.1 M (36.4 FT) SOUTHWEST FROM
 KV6918'THE CENTERLINE OF MURRAY ROAD, 5.7 M (18.7 FT) SOUTHEAST FROM THE
 KV6918'CENTERLINE OF THE PAVED ROADWAY, 15.1 M (49.5 FT) SOUTH SOUTHEAST
 KV6918'FROM AN INLET ON THE SOUTHWEST SIDE OF MURRAY ROAD, 2.5 M (8.2 FT)
 KV6918'SOUTHEAST FROM THE SOUTHEAST RAIL, 13.3 M (43.6 FT) EAST FROM AN INLET
 KV6918'ON THE NORTHWEST SIDE OF THE PAVED DRIVEWAY AND 9.2 M (30.2 FT)
 KV6918'NORTHEAST FROM AN INLET ON THE SOUTHEAST SIDE OF THE PAVED DRIVEWAY,
 KV6918'26.6 M (87.3 FT) WEST SOUTHWEST FROM POLE NUMBER JC 16 EHT, 11.6 M
 KV6918'(38.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A CHAINLINK FENCE,
 KV6918'0.01 M (0.03 FT) BELOW THE GROUND.
 KV6918
 KV6918                          STATION RECOVERY (1993)
 KV6918
 KV6918'RECOVERED 1993
 KV6918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6919 ***********************************************************************
 KV6919  DESIGNATION -  PTH 92
 KV6919  PID         -  KV6919
 KV6919  STATE/COUNTY-  NJ/MORRIS
 KV6919  USGS QUAD   -  MORRISTOWN (1981)
 KV6919
 KV6919                         *CURRENT SURVEY CONTROL
 KV6919  ___________________________________________________________________
 KV6919* NAD 83(1996)-  40 49 01.05608(N)    074 22 54.87147(W)     ADJUSTED  
 KV6919* NAVD 88     -        57.5    (meters)     189.     (feet)  GPS OBS   
 KV6919  ___________________________________________________________________
 KV6919  X           -   1,301,407.176 (meters)                     COMP
 KV6919  Y           -  -4,655,440.990 (meters)                     COMP
 KV6919  Z           -   4,147,077.136 (meters)                     COMP
 KV6919  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 KV6919  ELLIP HEIGHT-          24.75  (meters)          (10/23/02) GPS OBS
 KV6919  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KV6919
 KV6919  HORZ ORDER  -  FIRST
 KV6919  ELLP ORDER  -  FOURTH    CLASS I
 KV6919
 KV6919.The horizontal coordinates were established by GPS observations
 KV6919.and adjusted by the National Geodetic Survey in May 1999..
 KV6919
 KV6919.The orthometric height was determined by GPS observations and a
 KV6919.high-resolution geoid model.
 KV6919
 KV6919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6919
 KV6919.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6919
 KV6919.The ellipsoidal height was determined by GPS observations
 KV6919.and is referenced to NAD 83.
 KV6919
 KV6919.The geoid height was determined by GEOID03.
 KV6919
 KV6919;                    North         East     Units Scale Factor Converg.
 KV6919;SPC NJ       -   220,229.327   159,962.070   MT  0.99990122   +0 04 37.9
 KV6919;SPC NJ       -   722,535.72    524,808.89   sFT  0.99990122   +0 04 37.9
 KV6919;UTM  18      - 4,518,621.995   552,126.110   MT  0.99963344   +0 24 14.5
 KV6919
 KV6919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6919!SPC NJ       -   0.99999612  x   0.99990122  =   0.99989734
 KV6919!UTM  18      -   0.99999612  x   0.99963344  =   0.99962956
 KV6919
 KV6919:                Primary Azimuth Mark                     Grid Az
 KV6919:SPC NJ       -  PTH 91                                   134 05 53.6
 KV6919:UTM  18      -  PTH 91                                   133 46 17.0
 KV6919
 KV6919|---------------------------------------------------------------------|
 KV6919| PID    Reference Object                     Distance      Geod. Az  |
 KV6919|                                                           dddmmss.s |
 KV6919| KV6918 PTH 91                              486.068 METERS 1341031.5 |
 KV6919|---------------------------------------------------------------------|
 KV6919
 KV6919                          SUPERSEDED SURVEY CONTROL
 KV6919
 KV6919  ELLIP H (05/14/99)   24.78   (m)                       GP(       ) 4 1
 KV6919  NAD 83(1996)-  40 49 01.05574(N)    074 22 54.87179(W) AD(       ) 1
 KV6919  NAD 83(1986)-  40 49 01.05460(N)    074 22 54.87236(W) AD(       ) 1
 KV6919
 KV6919.Superseded values are not recommended for survey control.
 KV6919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6919.See file dsdata.txt to determine how the superseded data were derived.
 KV6919
 KV6919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5212618622(NAD 83)
 KV6919_MARKER: DH = HORIZONTAL CONTROL DISK
 KV6919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6919_SP_SET: CONCRETE POST
 KV6919_STAMPING: GPS 92
 KV6919_MARK LOGO: PTHT  
 KV6919_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6919+STABILITY: SURFACE MOTION
 KV6919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6919+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1993
 KV6919
 KV6919  HISTORY     - Date     Condition        Report By
 KV6919  HISTORY     - 1991     MONUMENTED       NJ2498
 KV6919  HISTORY     - 19921027 GOOD             NJGS
 KV6919  HISTORY     - 19930414 GOOD
 KV6919
 KV6919                          STATION DESCRIPTION
 KV6919
 KV6919'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6919'THE STATION IS LOCATED IN EAST HANOVER TOWNSHIP ON THE SOUTHWEST SIDE
 KV6919'OF MURRAY ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV6919'INTERSTATE HIGHWAY 287 AND STATE HIGHWAY 10, NORTH OF THE TOWN OF
 KV6919'MORRISTOWN, GO EAST ON STATE HIGHWAY 10 FOR 2.8 MI (4.51 KM) TO THE
 KV6919'JUGHANDLE INTERSECTION WITH RIDGEDALE AVENUE.  TURN LEFT AND GO
 KV6919'NORTHEAST ON RIDGEDALE AVENUE FOR 0.5 MI (0.80 KM) TO THE TEE
 KV6919'INTERSECTION WITH MURRAY ROAD AND THE STATION ON THE RIGHT.  THE
 KV6919'STATION IS 8.3 M (27.23 FT) NORTHEAST FROM THE CENTERLINE OF MURRAY
 KV6919'ROAD, 40.3 M (132.22 FT) SOUTHEAST FROM THE CENTERLINE OF RIDGEDALE
 KV6919'AVENUE, 11.9 M (39.04 FT) NORTH NORTHWEST FROM POLE NUMBER 14 4 JC7
 KV6919'EHT, 16.1 M (52.82 FT) SOUTH SOUTHEAST FROM POLE NUMBER BT 656 EHT,
 KV6919'6.2 M (20.34 FT) NORTHWEST FROM THE CENTERLINE OF THE FIRST DRIVEWAY
 KV6919'ON THE NORTHEAST SIDE OF MURRAY FROM FROM THE INTERSECTION WITH
 KV6919'RIDGEDALE AVENUE, 0.65 M (2.13 FT) NORTH FROM THE BELGIAN BLICK
 KV6919'CURBLINE AND 25.6 M (83.99 FT) WEST FROM THE WEST CORNER OF THE
 KV6919'PAPERMART, INC. BUILDING.
 KV6919'THE STATION IS LOCATED IN EAST HANOVER TOWNSHIP ON THE SOUTHWEST SIDE
 KV6919'OF MURRAY ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV6919'INTERSTATE HIGHWAY 287 AND STATE HIGHWAY 10, NORTH OF THE TOWN OF
 KV6919'MORRISTOWN, GO EAST ON STATE HIGHWAY 10 FOR 2.8 MI (4.5 KM) TO THE
 KV6919'JUGHANDLE INTERSECTION WITH RIDGEDALE AVENUE.  TURN LEFT AND GO
 KV6919'NORTHEAST ON RIDGEDALE AVENUE FOR 0.5 MI (0.8 KM) TO THE TEE
 KV6919'INTERSECTION WITH MURRAY ROAD AND THE STATION ON THE RIGHT.  THE
 KV6919'STATION IS 8.3 M (27.2 FT) NORTHEAST FROM THE CENTERLINE OF MURRAY
 KV6919'ROAD, 40.3 M (132.2 FT) SOUTHEAST FROM THE CENTERLINE OF RIDGEDALE
 KV6919'AVENUE, 11.9 M (39.0 FT) NORTH NORTHWEST FROM POLE NUMBER 14 4 JC7
 KV6919'EHT, 16.1 M (52.8 FT) SOUTH SOUTHEAST FROM POLE NUMBER BT 656 EHT,
 KV6919'6.2 M (20.3 FT) NORTHWEST FROM THE CENTERLINE OF THE FIRST DRIVEWAY
 KV6919'ON THE NORTHEAST SIDE OF MURRAY FROM FROM THE INTERSECTION WITH
 KV6919'RIDGEDALE AVENUE, 0.65 M (2.13 FT) NORTH FROM THE BELGIAN BLICK
 KV6919'CURBLINE AND 25.6 M (84.0 FT) WEST FROM THE WEST CORNER OF THE
 KV6919'PAPERMART, INC. BUILDING.
 KV6919
 KV6919                          STATION RECOVERY (1993)
 KV6919
 KV6919'RECOVERED 1993
 KV6919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2879 ***********************************************************************
 JU2879  DESIGNATION -  PUBLIC
 JU2879  PID         -  JU2879
 JU2879  STATE/COUNTY-  NJ/CAPE MAY
 JU2879  USGS QUAD   -  MARMORA (1994)
 JU2879
 JU2879                         *CURRENT SURVEY CONTROL
 JU2879  ___________________________________________________________________
 JU2879* NAD 83(1996)-  39 16 51.77030(N)    074 40 40.72264(W)     ADJUSTED  
 JU2879* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2879  ___________________________________________________________________
 JU2879  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 JU2879  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 JU2879
 JU2879  HORZ ORDER  -  THIRD
 JU2879
 JU2879.The horizontal coordinates were established by classical geodetic methods
 JU2879.and adjusted by the National Geodetic Survey in September 1999..
 JU2879
 JU2879.The orthometric height was scaled from a topographic map.
 JU2879
 JU2879.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2879
 JU2879.The geoid height was determined by GEOID03.
 JU2879
 JU2879;                    North         East     Units Scale Factor Converg.
 JU2879;SPC NJ       -    49,713.800   134,645.071   MT  0.99990290   -0 06 45.7
 JU2879;SPC NJ       -   163,102.69    441,748.04   sFT  0.99990290   -0 06 45.7
 JU2879;UTM  18      - 4,348,014.874   527,773.786   MT  0.99960950   +0 12 14.0
 JU2879
 JU2879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2879!SPC NJ       -   1.00000516  x   0.99990290  =   0.99990806
 JU2879!UTM  18      -   1.00000516  x   0.99960950  =   0.99961466
 JU2879
 JU2879|---------------------------------------------------------------------|
 JU2879| PID    Reference Object                     Distance      Geod. Az  |
 JU2879|                                                           dddmmss.s |
 JU2879| CB2897 PUBLIC RM 1                          79.507 METERS 11533     |
 JU2879| CB2898 PUBLIC RM 2                         110.973 METERS 11535     |
 JU2879| JU2877 ELECTRIC WEST                       APPROX. 5.3 KM 3572042.9 |
 JU2879| JU2878 ELECTRIC EAST                       APPROX. 4.9 KM 3584759.9 |
 JU2879|---------------------------------------------------------------------|
 JU2879
 JU2879                          SUPERSEDED SURVEY CONTROL
 JU2879
 JU2879  NAD 83(1986)-  39 16 51.75597(N)    074 40 40.72466(W) AD(       ) 3
 JU2879  NAD 27      -  39 16 51.33900(N)    074 40 42.15300(W) AD(       ) 3
 JU2879
 JU2879.Superseded values are not recommended for survey control.
 JU2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2879.See file dsdata.txt to determine how the superseded data were derived.
 JU2879
 JU2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2777448015(NAD 83)
 JU2879_MARKER: DS = TRIANGULATION STATION DISK
 JU2879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2879
 JU2879  HISTORY     - Date     Condition        Report By
 JU2879  HISTORY     - 1935     MONUMENTED       CGS
 JU2879  HISTORY     - 1950     GOOD             CGS
 JU2879
 JU2879                          STATION DESCRIPTION
 JU2879
 JU2879'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2879'STATION IS LOCATED IN THE MARSH ON PUBLIC FISHING AND HUNTING
 JU2879'GROUND W OF BEESLEYS POINT.
 JU2879'
 JU2879'TO REACH STATION BY TRUCK STARTING AT S END OF BRIDGE OVER
 JU2879'GREAT EGG HARBOR RIVER BETWEEN SOMERS POINT AND BEESLEYS POINT,
 JU2879'PROCEED S ON N.J HIGHWAY 4, U.S. 9 FOR 1.65 MILES.  TURN TO
 JU2879'RIGHT ON OLD MACADAM ROAD MARKED TUCKAHOE, 0.75 MILE FROM HERE
 JU2879'MACADAM ROAD JOINS CONCRETE N.J. HIGHWAY 50.  AT 0.5 MILE FROM
 JU2879'THIS JUNCTION THERE IS A COUNTRY ROAD MAKING OFF TO THE
 JU2879'RIGHT.  THERE ARE TWO HOUSES ON THE RIGHT OF THE CONCRETE
 JU2879'HIGHWAY JUST BEFORE COUNTRY ROAD IS REACHED.  TURN RIGHT ON
 JU2879'THIS ROAD.  AT 0.2 MILE TAKE RIGHT FORK AND 0.3 MILE FURTHER
 JU2879'TURN LEFT AT EDGE OF FIELD.  PASS NEGRO HOUSE ON RIGHT AT
 JU2879'0.15 MILE AND ENTER DENSE WOODS 0.3 MILE FROM HOUSE.  TAKE
 JU2879'RIGHT FORK 0.35 MILE AFTER ENTERING WOODS AND THEN TAKE ANOTHER
 JU2879'RIGHT FORK 0.2 MILE FURTHER.  0.1 MILE FROM HERE THE END OF
 JU2879'THE ROAD IS REACHED AT EDGE OF MARSH AND RED HUNTING LODGE IS
 JU2879'SEEN IN WOODS ON LEFT OF ROAD.  FROM END OF ROAD REFERENCE
 JU2879'MARK NO. 2 CAN BE SEEN IN THE MARSH 32 FEET FROM TREE LINE.
 JU2879'STATION MARK IS 364 FEET TO WESTWARD AND 210 FEET FROM EDGE
 JU2879'OF WOODS.
 JU2879'
 JU2879'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2879'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A, EXCEPT
 JU2879'AT STATION, CONCRETE MONUMENT IS FASTENED TO UPPER END OF 2 X 4
 JU2879'PILE DRIVEN INTO THE GROUND.
 JU2879'
 JU2879'REFERENCE MARK NO. 2 IS 469 FEET FROM WOODEN ELECTRIC POWERLINE
 JU2879'POLE WHICH IS THE FIRST POLE OUT IN THE MARSH FROM TREE LINE.
 JU2879'
 JU2879'REFERENCE MARK NO.1 IS 40 FEET FROM THE TREE LINE.  STATION IS
 JU2879'24.5 FEET FROM EDGE OF DITCH, 72.0 FEET FROM EDGE OF SMALL CREEK,
 JU2879'AND 91.0 FEET FROM THE POINT OF MARSH AT THE JUNCTION OF THE
 JU2879'CREEK AND DITCH.
 JU2879'
 JU2879'ALL MARKS AND POWERLINE POLE ARE IN LINE.  MARKS ARE STAMPED
 JU2879'PUBLIC 1935.  REFERENCE MARKS ARE STAMPED 1 AND 2 RESPECTIVELY.
 JU2879'
 JU2879'A 16-FOOT TOWER WAS NECESSARY TO SEE OVER MARSH AND BUSHES OUT
 JU2879'IN THE MARSH.  NO MAIN SCHEME STATIONS CAN BE SEEN FROM THE GROUND.
 JU2879'
 JU2879'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 JU2879
 JU2879                          STATION RECOVERY (1950)
 JU2879
 JU2879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2879'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 JU2879'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED
 JU2879'WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED
 JU2879'DESCRIPTION IS ADEQUATE AND CORRECT WITH THE FOLLOWING
 JU2879'EXCEPTIONS--
 JU2879'
 JU2879'REFERENCE MARKS 1 AND 2 ARE STAMPED PUBLIC 1 1935 AND PUBLIC
 JU2879'2 1935, RESPECTIVELY.  A 4- BY 4-INCH WITNESS POST WAS SET 2.0
 JU2879'FEET N OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4288 ***********************************************************************
 KV4288  DESIGNATION -  PUBLIC 1913
 KV4288  PID         -  KV4288
 KV4288  STATE/COUNTY-  NJ/HUDSON
 KV4288  USGS QUAD   -  JERSEY CITY (1981)
 KV4288
 KV4288                         *CURRENT SURVEY CONTROL
 KV4288  ___________________________________________________________________
 KV4288* NAD 83(1996)-  40 44 56.69524(N)    074 04 27.12562(W)     ADJUSTED  
 KV4288* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4288  ___________________________________________________________________
 KV4288  LAPLACE CORR-           6.49  (seconds)                    DEFLEC99
 KV4288  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KV4288
 KV4288  HORZ ORDER  -  THIRD
 KV4288
 KV4288.The horizontal coordinates were established by classical geodetic methods
 KV4288.and adjusted by the National Geodetic Survey in September 1999..
 KV4288
 KV4288.The orthometric height was scaled from a topographic map.
 KV4288
 KV4288.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4288
 KV4288.The geoid height was determined by GEOID03.
 KV4288
 KV4288;                    North         East     Units Scale Factor Converg.
 KV4288;SPC NJ       -   212,772.749   185,956.598   MT  0.99991591   +0 16 40.6
 KV4288;SPC NJ       -   698,071.93    610,092.61   sFT  0.99991591   +0 16 40.6
 KV4288;SPC NY L     -    64,677.513   293,733.446   MT  0.99999645   -0 02 54.7
 KV4288;SPC NY L     -   212,196.14    963,690.48   sFT  0.99999645   -0 02 54.7
 KV4288;UTM  18      - 4,511,315.578   578,156.102   MT  0.99967518   +0 36 15.6
 KV4288
 KV4288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4288!SPC NJ       -   1.00000491  x   0.99991591  =   0.99992082
 KV4288!SPC NY L     -   1.00000491  x   0.99999645  =   1.00000136
 KV4288!UTM  18      -   1.00000491  x   0.99967518  =   0.99968009
 KV4288
 KV4288:                Primary Azimuth Mark                     Grid Az
 KV4288:SPC NJ       -  ARMY HARBOR LINE RM IV 1913              249 29 08.4
 KV4288:SPC NY L     -  ARMY HARBOR LINE RM IV 1913              249 48 43.7
 KV4288:UTM  18      -  ARMY HARBOR LINE RM IV 1913              249 09 33.4
 KV4288
 KV4288|---------------------------------------------------------------------|
 KV4288| PID    Reference Object                     Distance      Geod. Az  |
 KV4288|                                                           dddmmss.s |
 KV4288| KV4223 ARMY HARBOR LINE RM IV 1913         451.962 METERS 2494549.0 |
 KV4288|---------------------------------------------------------------------|
 KV4288
 KV4288                          SUPERSEDED SURVEY CONTROL
 KV4288
 KV4288  NAD 83(1996)-  40 44 56.69513(N)    074 04 27.12574(W) AD(       ) 3
 KV4288  NAD 83(1996)-  40 44 56.69433(N)    074 04 27.12768(W) AD(       ) 3
 KV4288  NAD 83(1992)-  40 44 56.69357(N)    074 04 27.12856(W) AD(       ) 3
 KV4288  NAD 83(1986)-  40 44 56.69476(N)    074 04 27.12748(W) AD(       ) 3
 KV4288  NAD 27      -  40 44 56.32800(N)    074 04 28.61000(W) AD(       ) 3
 KV4288
 KV4288.Superseded values are not recommended for survey control.
 KV4288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4288.See file dsdata.txt to determine how the superseded data were derived.
 KV4288
 KV4288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7815611316(NAD 83)
 KV4288_MARKER: DS = TRIANGULATION STATION DISK
 KV4288_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV4288_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4288
 KV4288  HISTORY     - Date     Condition        Report By
 KV4288  HISTORY     - 1913     MONUMENTED       CGS
 KV4288
 KV4288                          STATION DESCRIPTION
 KV4288
 KV4288'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4288'STATION IS ON THE E BANK OF HACKENSACK RIVER, ABOUT 1/2 MILE
 KV4288'ABOVE THE DELAWARE LACKAWANNA AND WESTERN RAILROAD BRIDGE, AND
 KV4288'ABOUT 300 METERS N OF THE PUBLIC SERVICE CHIMNEY.  THE STATION
 KV4288'IS 3 METERS FROM HIGH-WATER LINE AND ABOUT 1/4 MILE BELOW THE
 KV4288'MOUTH OF PENHORN CREEK.  IT IS MARKED BY A C. AND G.S. STANDARD
 KV4288'BRASS DISK CEMENTED IN THE TOP OF A 4-INCH TILE PIPE AND SUNK TO
 KV4288'THE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4268 ***********************************************************************
 KV4268  DESIGNATION -  PUBLIC SERVICE LONE CHIMNEY
 KV4268  PID         -  KV4268
 KV4268  STATE/COUNTY-  NJ/HUDSON
 KV4268  USGS QUAD   -  JERSEY CITY (1981)
 KV4268
 KV4268                         *CURRENT SURVEY CONTROL
 KV4268  ___________________________________________________________________
 KV4268* NAD 83(1996)-  40 44 28.00080(N)    074 04 33.25422(W)     ADJUSTED  
 KV4268* NAVD 88     -                                                        
 KV4268  ___________________________________________________________________
 KV4268  LAPLACE CORR-           6.33  (seconds)                    DEFLEC99
 KV4268  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KV4268
 KV4268  HORZ ORDER  -  THIRD
 KV4268
 KV4268.The horizontal coordinates were established by classical geodetic methods
 KV4268.and adjusted by the National Geodetic Survey in September 1999..
 KV4268
 KV4268
 KV4268.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4268
 KV4268.The geoid height was determined by GEOID03.
 KV4268
 KV4268;                    North         East     Units Scale Factor Converg.
 KV4268;SPC NJ       -   211,887.002   185,817.115   MT  0.99991579   +0 16 36.4
 KV4268;SPC NJ       -   695,165.94    609,634.98   sFT  0.99991579   +0 16 36.4
 KV4268;SPC NY L     -    63,792.504   293,588.907   MT  0.99999670   -0 02 58.7
 KV4268;SPC NY L     -   209,292.57    963,216.27   sFT  0.99999670   -0 02 58.7
 KV4268;UTM  18      - 4,510,429.265   578,021.699   MT  0.99967493   +0 36 11.3
 KV4268
 KV4268                          SUPERSEDED SURVEY CONTROL
 KV4268
 KV4268  NAD 83(1996)-  40 44 28.00071(N)    074 04 33.25436(W) AD(       ) 4
 KV4268  NAD 83(1996)-  40 44 28.00049(N)    074 04 33.25528(W) AD(       ) 4
 KV4268  NAD 83(1992)-  40 44 27.99997(N)    074 04 33.25600(W) AD(       ) 4
 KV4268  NAD 83(1986)-  40 44 28.00037(N)    074 04 33.25629(W) AD(       ) 4
 KV4268  NAD 27      -  40 44 27.64400(N)    074 04 34.72600(W) AD(       ) 3
 KV4268
 KV4268.Superseded values are not recommended for survey control.
 KV4268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4268.See file dsdata.txt to determine how the superseded data were derived.
 KV4268
 KV4268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7802210429(NAD 83)
 KV4268_MARKER: 85 = CHIMNEY
 KV4268
 KV4268  HISTORY     - Date     Condition        Report By
 KV4268  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4268
 KV4268                          STATION DESCRIPTION
 KV4268
 KV4268'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4164 ***********************************************************************
 KV4164  DESIGNATION -  PUMP 1913
 KV4164  PID         -  KV4164
 KV4164  STATE/COUNTY-  NJ/BERGEN
 KV4164  USGS QUAD   -  ORANGE (1981)
 KV4164
 KV4164                         *CURRENT SURVEY CONTROL
 KV4164  ___________________________________________________________________
 KV4164* NAD 83(1996)-  40 47 17.18665(N)    074 08 38.51506(W)     ADJUSTED  
 KV4164* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 KV4164  ___________________________________________________________________
 KV4164  LAPLACE CORR-           6.11  (seconds)                    DEFLEC99
 KV4164  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KV4164
 KV4164  HORZ ORDER  -  THIRD
 KV4164
 KV4164.The horizontal coordinates were established by classical geodetic methods
 KV4164.and adjusted by the National Geodetic Survey in September 1999..
 KV4164
 KV4164.The orthometric height was scaled from a topographic map.
 KV4164
 KV4164.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4164
 KV4164.The geoid height was determined by GEOID03.
 KV4164
 KV4164;                    North         East     Units Scale Factor Converg.
 KV4164;SPC NJ       -   217,079.815   180,042.169   MT  0.99991111   +0 13 57.2
 KV4164;SPC NJ       -   712,202.69    590,688.35   sFT  0.99991111   +0 13 57.2
 KV4164;SPC NY L     -    69,018.584   287,843.179   MT  0.99999548   -0 05 39.2
 KV4164;SPC NY L     -   226,438.47    944,365.50   sFT  0.99999548   -0 05 39.2
 KV4164;UTM  18      - 4,515,587.827   572,218.671   MT  0.99966419   +0 33 33.1
 KV4164
 KV4164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4164!SPC NJ       -   1.00000416  x   0.99991111  =   0.99991527
 KV4164!SPC NY L     -   1.00000416  x   0.99999548  =   0.99999964
 KV4164!UTM  18      -   1.00000416  x   0.99966419  =   0.99966835
 KV4164
 KV4164:                Primary Azimuth Mark                     Grid Az
 KV4164:SPC NJ       -  CHIMNEY NEAR CIDER                       000 38 36.9
 KV4164:SPC NY L     -  CHIMNEY NEAR CIDER                       000 58 13.3
 KV4164:UTM  18      -  CHIMNEY NEAR CIDER                       000 19 01.0
 KV4164
 KV4164|---------------------------------------------------------------------|
 KV4164| PID    Reference Object                     Distance      Geod. Az  |
 KV4164|                                                           dddmmss.s |
 KV4164| KV4182 CHIMNEY NEAR CIDER                  APPROX. 2.2 KM 0005234.1 |
 KV4164| KV4174 NEW CHIMNEY 4                       APPROX. 1.1 KM 0050415.6 |
 KV4164| KV4173 RESEVOIR CHIMNEY                    APPROX. 1.2 KM 0193549.3 |
 KV4164| KV4172 BOX                                 APPROX. 1.3 KM 0260146.3 |
 KV4164| KV4162 SPIRE                               436.905 METERS 2472735.2 |
 KV4164| KV4166 SQUARE CHIMNEY 2                    APPROX. 0.6 KM 3440401.2 |
 KV4164| KV4135 BELLEVILLE NEALY WIRE WKS CHIM      APPROX. 0.6 KM 3504812.1 |
 KV4164|---------------------------------------------------------------------|
 KV4164
 KV4164                          SUPERSEDED SURVEY CONTROL
 KV4164
 KV4164  NAD 83(1996)-  40 47 17.18644(N)    074 08 38.51533(W) AD(       ) 3
 KV4164  NAD 83(1986)-  40 47 17.18378(N)    074 08 38.52115(W) AD(       ) 3
 KV4164  NAD 27      -  40 47 16.80500(N)    074 08 40.00200(W) AD(       ) 3
 KV4164
 KV4164.Superseded values are not recommended for survey control.
 KV4164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4164.See file dsdata.txt to determine how the superseded data were derived.
 KV4164
 KV4164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7221915588(NAD 83)
 KV4164_MARKER: DS = TRIANGULATION STATION DISK
 KV4164_SETTING: 0 = UNSPECIFIED SETTING
 KV4164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4164
 KV4164  HISTORY     - Date     Condition        Report By
 KV4164  HISTORY     - 1913     MONUMENTED       CGS
 KV4164  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4164  HISTORY     - 20010430 MARK NOT FOUND   USPSQD
 KV4164
 KV4164                          STATION DESCRIPTION
 KV4164
 KV4164'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4164'STATION IS ON THE E SIDE OF PASSAIC RIVER, ABOUT 300 METERS
 KV4164'ABOVE THE BELLEVILLE AVENUE AND BRIDGE, AND ABOUT 150 METERS
 KV4164'FROM SHORE.  THE STATION IS ON THE TOWER OF THE OLD JERSEY CITY
 KV4164'PLUMBING STATION, NEAR ITS SW CORNER.  A SO CALLED SPIRE,
 KV4164'HAVING A RECTANGULAR BASE, RISES 20 FEET ABOVE THE PLATFORM.  THE
 KV4164'STATION IS 3.35 FEET W OF THE SW CORNER OF THE SPIRE BASE AND
 KV4164'8.35 FEET FROM THE SW CORNER OF THE PLATFORM.  THE MARK IS A
 KV4164'C. AND G.S. BRASS DISK CEMENTED TO THE TOP OF A CONCRETE BLOCK
 KV4164'WHICH IS CEMENTED TO THE TIN ROOF.
 KV4164
 KV4164                          STATION RECOVERY (1933)
 KV4164
 KV4164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4164'STATION REPORTED LOST.
 KV4164
 KV4164                          STATION RECOVERY (2001)
 KV4164
 KV4164'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV4164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4200 ***********************************************************************
 JU4200  DESIGNATION -  PUSEY
 JU4200  PID         -  JU4200
 JU4200  STATE/COUNTY-  NJ/GLOUCESTER
 JU4200  USGS QUAD   -  PHILADELPHIA (1994)
 JU4200
 JU4200                         *CURRENT SURVEY CONTROL
 JU4200  ___________________________________________________________________
 JU4200* NAD 83(1996)-  39 53 26.39243(N)    075 07 59.52415(W)     ADJUSTED  
 JU4200* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU4200  ___________________________________________________________________
 JU4200  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 JU4200  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU4200
 JU4200  HORZ ORDER  -  THIRD
 JU4200
 JU4200.The horizontal coordinates were established by classical geodetic methods
 JU4200.and adjusted by the National Geodetic Survey in September 1999..
 JU4200.No horizontal observational check was made to the station.
 JU4200
 JU4200.The orthometric height was scaled from a topographic map.
 JU4200
 JU4200.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4200
 JU4200.The geoid height was determined by GEOID03.
 JU4200
 JU4200;                    North         East     Units Scale Factor Converg.
 JU4200;SPC NJ       -   117,567.626    95,847.588   MT  0.99993609   -0 24 22.0
 JU4200;SPC NJ       -   385,719.79    314,459.96   sFT  0.99993609   -0 24 22.0
 JU4200;SPC PA S     -    65,198.992   823,783.338   MT  1.00000695   +1 41 51.9
 JU4200;SPC PA S     -   213,907.03  2,702,695.83   sFT  1.00000695   +1 41 51.9
 JU4200;UTM  18      - 4,415,630.659   488,611.874   MT  0.99960160   -0 05 07.5
 JU4200
 JU4200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4200!SPC NJ       -   1.00000505  x   0.99993609  =   0.99994114
 JU4200!SPC PA S     -   1.00000505  x   1.00000695  =   1.00001200
 JU4200!UTM  18      -   1.00000505  x   0.99960160  =   0.99960665
 JU4200
 JU4200                          SUPERSEDED SURVEY CONTROL
 JU4200
 JU4200  NAD 83(1991)-  39 53 26.38722(N)    075 07 59.52053(W) AD(       ) 3
 JU4200  NAD 83(1986)-  39 53 26.38823(N)    075 07 59.55153(W) AD(       ) 3
 JU4200
 JU4200.Superseded values are not recommended for survey control.
 JU4200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4200.See file dsdata.txt to determine how the superseded data were derived.
 JU4200
 JU4200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8861215631(NAD 83)
 JU4200_MARKER: DD = SURVEY DISK
 JU4200_SETTING: 0 = UNSPECIFIED SETTING
 JU4200_STAMPING: PUSEY 1951
 JU4200_MARK LOGO: USE   
 JU4200_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4200+SATELLITE: SATELLITE OBSERVATIONS - 1951
 JU4200
 JU4200  HISTORY     - Date     Condition        Report By
 JU4200  HISTORY     - 1951     MONUMENTED       USE
 JU4200
 JU4200                          STATION DESCRIPTION
 JU4200
 JU4200'DESCRIBED BY US ENGINEERS 1951
 JU4200'THE STATION IS LOCATED ON THE EASTERN SIDE OF THE DELAWARE RIVER, 0.9
 JU4200'MI S OF THE WALT WHITMAN BRIDGE.
 JU4200'TO REACH STATION PROCEED BY BOAT.
 JU4200'STATION MARK IS A STANDARD CE DISK SET IN CONCRETE IN THE UPPER
 JU4200'OUTSHORE CORNER OF RUBBEROID COMPANIES (FORMERLY PUSEY AND JONES)
 JU4200'UPPER WHARF.  IT IS LOCATED 2.07 M (6.8 FT) S OF THE N EDGE OF A
 JU4200'CONCRETE BULKHEAD, 1.65 M (5.4 FT) E OF THE W EDGE OF A CONCRETE
 JU4200'BULKHEAD, AND 0.53 M (1.7 FT) SW OF A MOORING POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4955 ***********************************************************************
 KV4955  DESIGNATION -  PUSEY 1940
 KV4955  PID         -  KV4955
 KV4955  STATE/COUNTY-  NJ/MONMOUTH
 KV4955  USGS QUAD   -  SANDY HOOK (1981)
 KV4955
 KV4955                         *CURRENT SURVEY CONTROL
 KV4955  ___________________________________________________________________
 KV4955* NAD 83(1996)-  40 28 00.95120(N)    074 00 06.36079(W)     ADJUSTED  
 KV4955* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KV4955  ___________________________________________________________________
 KV4955  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 KV4955  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV4955
 KV4955  HORZ ORDER  -  SECOND
 KV4955
 KV4955.The horizontal coordinates were established by classical geodetic methods
 KV4955.and adjusted by the National Geodetic Survey in September 1999..
 KV4955
 KV4955.The orthometric height was scaled from a topographic map.
 KV4955
 KV4955.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4955
 KV4955.The geoid height was determined by GEOID03.
 KV4955
 KV4955;                    North         East     Units Scale Factor Converg.
 KV4955;SPC NJ       -   181,476.046   192,250.698   MT  0.99992197   +0 19 24.1
 KV4955;SPC NJ       -   595,392.66    630,742.50   sFT  0.99992197   +0 19 24.1
 KV4955;UTM  18      - 4,480,062.552   584,626.345   MT  0.99968815   +0 38 52.4
 KV4955
 KV4955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4955!SPC NJ       -   1.00000451  x   0.99992197  =   0.99992648
 KV4955!UTM  18      -   1.00000451  x   0.99968815  =   0.99969266
 KV4955
 KV4955|---------------------------------------------------------------------|
 KV4955| PID    Reference Object                     Distance      Geod. Az  |
 KV4955|                                                           dddmmss.s |
 KV4955| KU2181 TOWER H NE                          221.576 METERS 05112     |
 KV4955| KU2821 SAND 1940                           412.336 METERS 0843334.9 |
 KV4955| KV4934 BC GRANGER 1940                     300.257 METERS 16113     |
 KV4955| KV4913 MASON 1940                          APPROX. 0.6 KM 1711543.4 |
 KV4955| KV5008 B 1 PECK                             36.042 METERS 18203     |
 KV4955| KV5010 M 2                                  32.802 METERS 18830     |
 KV4955| KV5009 B 1 GUNNISON                         25.343 METERS 18842     |
 KV4955| KV5011 B 1 GRANGER                          21.426 METERS 19641     |
 KV4955| KV4960 SANDY HOOK FORT HANCOCK FP          APPROX. 0.7 KM 1993053.5 |
 KV4955| KV4932 C 1 TOWER CENTER 1940               101.610 METERS 20510     |
 KV4955| KV5012 B 1 RICHARDSON                       18.046 METERS 20814     |
 KV4955| KV5013 B 1 BLOOMFIELD                       16.856 METERS 22521     |
 KV4955| KV4931 GUN LIFT USCA 1940                   13.490 METERS 23753     |
 KV4955| KV5014 B 1 HALLECK                          17.327 METERS 24253     |
 KV4955| KV4930 MET 1940                             43.949 METERS 27209     |
 KV4955| KV5015 F 2                                  23.090 METERS 27816     |
 KV4955| KV5016 B 1 ALEXANDER                        28.113 METERS 28014     |
 KV4955| KV0708 SIMPSON                             APPROX. 0.6 KM 2844708.2 |
 KV4955| KV4997 MET A 1940                           23.201 METERS 31235     |
 KV4955| KV4927 NORTH BEACON                        429.548 METERS 3283504.3 |
 KV4955| KV3106 ALEXANDER                           APPROX. 0.5 KM 3352400.2 |
 KV4955| KV4962 RICHARDSON USCA 1940                242.742 METERS 35820     |
 KV4955|---------------------------------------------------------------------|
 KV4955
 KV4955                          SUPERSEDED SURVEY CONTROL
 KV4955
 KV4955  NAD 83(1996)-  40 28 00.95114(N)    074 00 06.36075(W) AD(       ) 2
 KV4955  NAD 83(1986)-  40 28 00.95016(N)    074 00 06.35970(W) AD(       ) 2
 KV4955  NAD 27      -  40 28 00.56200(N)    074 00 07.85900(W) AD(       ) 2
 KV4955
 KV4955.Superseded values are not recommended for survey control.
 KV4955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4955.See file dsdata.txt to determine how the superseded data were derived.
 KV4955
 KV4955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8462680063(NAD 83)
 KV4955_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV4955_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV4955_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV4955+STABILITY: SURFACE MOTION
 KV4955
 KV4955  HISTORY     - Date     Condition        Report By
 KV4955  HISTORY     - 1940     MONUMENTED       CGS
 KV4955  HISTORY     - 1973     POOR             NGS
 KV4955  HISTORY     - 1986     GOOD             NOS
 KV4955  HISTORY     - 1986     POOR             USPSQD
 KV4955  HISTORY     - 19950830 MARK NOT FOUND   USPSQD
 KV4955
 KV4955                          STATION DESCRIPTION
 KV4955
 KV4955'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KV4955'IT IS A TRIANGULATION STATION LOCATED ON OLD BATTERY POTTER.  IT
 KV4955'IS ON THE E SLOPE OF THE CONCRETE CASEMENT, 26.5 FT. FROM THE E
 KV4955'EDGE OF THE CASEMENT, AND 93.0 FT. FROM THE S EDGE.  IT IS
 KV4955'MARKED BY A U.S.C. AND G.S. DISK.
 KV4955'
 KV4955'FROM THIS STATION THE FOLLOWING POINTS WERE LOCATED--
 KV4955'
 KV4955'B 1 ALEXANDER (CENTER OF DPF INSTRUMENT)
 KV4955'
 KV4955'F 2 (CENTER OF DPF INSTRUMENT)
 KV4955'
 KV4955'B 1 HALLECK (CENTER OF DPF INSTRUMENT)
 KV4955'
 KV4955'GUN LIFT (A U.S.C.A. DIDK)
 KV4955'
 KV4955'B 1 BLOOMFIELD (CENTER OF DPF INSTRUMENT)
 KV4955'
 KV4955'B 1 RICHARDSON (CENTER OF DPF INSTRUMENT)
 KV4955'
 KV4955'B 1 GRANGER (CENTER OF DPF INSTRUMENT)
 KV4955'
 KV4955'B 1 GUNNISON (CENTER OF DPF INSTRUMENT)
 KV4955'
 KV4955'M 2 (CENTER OF DPF INSTRUMENT)
 KV4955'
 KV4955'B 1 PECK (CENTER OF DPF INSTRUMENT)
 KV4955'
 KV4955'MET WAS LOCATED BY A SHORT TRAVERSE FROM PUSEY THROUGH MET A
 KV4955'AN A STATION.  FROM MET A THE ABOVE STATIONS WERE ALSO INTERSECTED.
 KV4955
 KV4955                          STATION RECOVERY (1973)
 KV4955
 KV4955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (NAP)
 KV4955'STATION RECOVERED IN POOR CONDITION.  ONE HALF OF THE STANDARD
 KV4955'DISC REMAINS IN PLACE.  A LARGE WHITE CROSS HAS BEEN PAINTED
 KV4955'ON BATTERY POTTER WITH PUSEY AT THE CENTER.
 KV4955'
 KV4955'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV4955'4 N.M. NORTH OF HIGHLANDS, N.J.
 KV4955
 KV4955                          STATION RECOVERY (1986)
 KV4955
 KV4955'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KV4955'THE STATION WAS RECOVERED AT THIS DATE.
 KV4955'MOST OF THE SURVEY DISK IS GONE AT THIS TIME.  NO EFFORT WAS
 KV4955'SPENT ON RESETTING THE DISK OR REPLACING IT.
 KV4955'
 KV4955'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 KV4955'
 KV4955'RECOVERED BY R DECROIX.
 KV4955
 KV4955                          STATION RECOVERY (1986)
 KV4955
 KV4955'RECOVERY NOTE BY US POWER SQUADRON 1986 (CWK)
 KV4955'MARK RECOVERED IN POOR CONDITION.
 KV4955
 KV4955                          STATION RECOVERY (1995)
 KV4955
 KV4955'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4955'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6064 ***********************************************************************
 KV6064  DESIGNATION -  PVILLE
 KV6064  PID         -  KV6064
 KV6064  STATE/COUNTY-  NJ/HUNTERDON
 KV6064  USGS QUAD   -  STOCKTON (1981)
 KV6064
 KV6064                         *CURRENT SURVEY CONTROL
 KV6064  ___________________________________________________________________
 KV6064* NAD 83(1986)-  40 24 30.     (N)    074 59 06.     (W)     SCALED    
 KV6064* NAVD 88     -        24.120  (meters)      79.13   (feet)  ADJUSTED  
 KV6064  ___________________________________________________________________
 KV6064  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KV6064  DYNAMIC HT  -          24.109 (meters)      79.10  (feet)  COMP
 KV6064  MODELED GRAV-     980,145.2   (mgal)                       NAVD 88
 KV6064
 KV6064  VERT ORDER  -  FIRST     CLASS I
 KV6064
 KV6064.The horizontal coordinates were scaled from a topographic map and have
 KV6064.an estimated accuracy of +/- 6 seconds.
 KV6064
 KV6064.The orthometric height was determined by differential leveling
 KV6064.and adjusted by the National Geodetic Survey in June 1991..
 KV6064
 KV6064.The geoid height was determined by GEOID03.
 KV6064
 KV6064.The dynamic height is computed by dividing the NAVD 88
 KV6064.geopotential number by the normal gravity value computed on the
 KV6064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6064.degrees latitude (g = 980.6199 gals.).
 KV6064
 KV6064.The modeled gravity was interpolated from observed gravity values.
 KV6064
 KV6064;                    North         East    Units  Estimated Accuracy
 KV6064;SPC NJ       -   174,960.      108,840.      MT  (+/- 180 meters Scaled)
 KV6064
 KV6064                          SUPERSEDED SURVEY CONTROL
 KV6064
 KV6064  NGVD 29 (01/10/92)   24.393  (m)           80.03   (f) ADJUSTED    1 1
 KV6064
 KV6064.Superseded values are not recommended for survey control.
 KV6064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6064.See file dsdata.txt to determine how the superseded data were derived.
 KV6064
 KV6064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK012730(NAD 83)
 KV6064_MARKER: DD = SURVEY DISK
 KV6064_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV6064_SP_SET: CONCRETE CANAL LOCK
 KV6064_STAMPING: PVILLE 80.004
 KV6064_MARK LOGO: NJGS  
 KV6064_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6064+STABILITY: SURFACE MOTION
 KV6064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6064+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1989
 KV6064
 KV6064  HISTORY     - Date     Condition        Report By
 KV6064  HISTORY     - 1948     MONUMENTED       NJGS
 KV6064  HISTORY     - 19890115 GOOD             NJGS
 KV6064
 KV6064                          STATION DESCRIPTION
 KV6064
 KV6064'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6064'0.8 KM (0.50 MI) NORTH ALONG STATE ROUTE 29 FROM THE JUNCTION WITH
 KV6064'BRIDGE STREET IN STOCKTON TO A STORAGE BUILDING ON THE LEFT BETWEEN
 KV6064'TWO DIRT DRIVEWAYS ON THE LEFT AT PRALLSVILLE, THEN WEST FOR 75.0 M
 KV6064'(246.1 FT) TO AND OLD LOCK FOR THE CANAL JUST WEST OF BICYCLE PATH.
 KV6064'21.4 M (70.2 FT) WEST OF POWERPOLE SR 158, 14.1 M (46.3 FT) NORTH OF
 KV6064'THE CENTER OF A DIRT ROAD AT THE SOUTH SIDE OF THE LOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0673 ***********************************************************************
 JU0673  DESIGNATION -  Q 10
 JU0673  PID         -  JU0673
 JU0673  STATE/COUNTY-  NJ/GLOUCESTER
 JU0673  USGS QUAD   -  WOODBURY (1995)
 JU0673
 JU0673                         *CURRENT SURVEY CONTROL
 JU0673  ___________________________________________________________________
 JU0673* NAD 83(1986)-  39 50 13.     (N)    075 08 59.     (W)     SCALED    
 JU0673* NAVD 88     -        11.389  (meters)      37.37   (feet)  POSTED    
 JU0673  ___________________________________________________________________
 JU0673  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU0673  DYNAMIC HT  -          11.380 (meters)      37.34  (feet)  COMP
 JU0673  MODELED GRAV-     980,175.2   (mgal)                       NAVD 88
 JU0673
 JU0673  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0673
 JU0673.The horizontal coordinates were scaled from a topographic map and have
 JU0673.an estimated accuracy of +/- 6 seconds.
 JU0673
 JU0673.The orthometric height was determined by differential leveling
 JU0673.and adjusted by the National Geodetic Survey in 1992..
 JU0673.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0673.rate of 0.0 thru 1.0 mm/km.
 JU0673
 JU0673.The geoid height was determined by GEOID03.
 JU0673
 JU0673.The dynamic height is computed by dividing the NAVD 88
 JU0673.geopotential number by the normal gravity value computed on the
 JU0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0673.degrees latitude (g = 980.6199 gals.).
 JU0673
 JU0673.The modeled gravity was interpolated from observed gravity values.
 JU0673
 JU0673;                    North         East    Units  Estimated Accuracy
 JU0673;SPC NJ       -   111,610.       94,390.      MT  (+/- 180 meters Scaled)
 JU0673
 JU0673                          SUPERSEDED SURVEY CONTROL
 JU0673
 JU0673  NGVD 29 (??/??/??)   11.750  (m)           38.55   (f) ADJUSTED    1 2
 JU0673
 JU0673.Superseded values are not recommended for survey control.
 JU0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0673.See file dsdata.txt to determine how the superseded data were derived.
 JU0673
 JU0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK871096(NAD 83)
 JU0673_MARKER: DB = BENCH MARK DISK
 JU0673_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0673_SP_SET: RETAINING WALL
 JU0673_STAMPING: 38.550 Q 10 1930
 JU0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0673
 JU0673  HISTORY     - Date     Condition        Report By
 JU0673  HISTORY     - 1930     MONUMENTED       CGS
 JU0673  HISTORY     - 1946     GOOD             CGS
 JU0673  HISTORY     - 20050730 GOOD             GEOCAC
 JU0673
 JU0673                          STATION DESCRIPTION
 JU0673
 JU0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0673'AT WOODBURY.
 JU0673'AT WOODBURY, GLOUCESTER COUNTY, ON THE PENNSYLVANIA-READING
 JU0673'SEASHORE LINES, ABOUT 100 YARDS NORTHEAST OF THE STATION, AT
 JU0673'THE SOUTHWEST END OF A LONG RETAINING WALL, 8.3 FEET NORTHWEST OF
 JU0673'THE NORTHWEST RAIL, AND 2.6 FEET ABOVE THE GROUND.  A STANDARD
 JU0673'DISK, STAMPED 38.550 Q 10 1930.
 JU0673
 JU0673                          STATION RECOVERY (1946)
 JU0673
 JU0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 JU0673'RECOVERED IN GOOD CONDITION.
 JU0673
 JU0673                          STATION RECOVERY (2005)
 JU0673
 JU0673'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 JU0673'FOUND AS DESCRIBED, ACROSS THE TRACKS FROM A SMALL PARKING LOT. THE
 JU0673'FORMER WOODBURY TRAIN STATION IS NOW COOPER EXPRESS CAFE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3426 ***********************************************************************
 KV3426  DESIGNATION -  Q 101
 KV3426  PID         -  KV3426
 KV3426  STATE/COUNTY-  NJ/PASSAIC
 KV3426  USGS QUAD   -  PATERSON (1995)
 KV3426
 KV3426                         *CURRENT SURVEY CONTROL
 KV3426  ___________________________________________________________________
 KV3426* NAD 83(1986)-  40 55 04.     (N)    074 08 49.     (W)     SCALED    
 KV3426* NAVD 88     -        25.057  (meters)      82.21   (feet)  ADJUSTED  
 KV3426  ___________________________________________________________________
 KV3426  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KV3426  DYNAMIC HT  -          25.047 (meters)      82.17  (feet)  COMP
 KV3426  MODELED GRAV-     980,217.4   (mgal)                       NAVD 88
 KV3426
 KV3426  VERT ORDER  -  FIRST     CLASS II
 KV3426
 KV3426.The horizontal coordinates were scaled from a topographic map and have
 KV3426.an estimated accuracy of +/- 6 seconds.
 KV3426
 KV3426.The orthometric height was determined by differential leveling
 KV3426.and adjusted by the National Geodetic Survey in June 1991..
 KV3426
 KV3426.The geoid height was determined by GEOID03.
 KV3426
 KV3426.The dynamic height is computed by dividing the NAVD 88
 KV3426.geopotential number by the normal gravity value computed on the
 KV3426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3426.degrees latitude (g = 980.6199 gals.).
 KV3426
 KV3426.The modeled gravity was interpolated from observed gravity values.
 KV3426
 KV3426;                    North         East    Units  Estimated Accuracy
 KV3426;SPC NJ       -   231,480.      179,740.      MT  (+/- 180 meters Scaled)
 KV3426
 KV3426                          SUPERSEDED SURVEY CONTROL
 KV3426
 KV3426  NGVD 29 (??/??/??)   25.364  (m)           83.22   (f) ADJUSTED    1 2
 KV3426
 KV3426.Superseded values are not recommended for survey control.
 KV3426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3426.See file dsdata.txt to determine how the superseded data were derived.
 KV3426
 KV3426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL718299(NAD 83)
 KV3426_MARKER: DV = VERTICAL CONTROL DISK
 KV3426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV3426_SP_SET: BASEMENT WINDOW
 KV3426_STAMPING: Q 101 1979
 KV3426_MARK LOGO: NGS   
 KV3426_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3426+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1992
 KV3426
 KV3426  HISTORY     - Date     Condition        Report By
 KV3426  HISTORY     - 1979     MONUMENTED       NGS
 KV3426  HISTORY     - 19920226 GOOD             NJGS
 KV3426
 KV3426                          STATION DESCRIPTION
 KV3426
 KV3426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3426'IN PATERSON.
 KV3426'IN PATERSON, AT THE JUNCTION OF BROADWAY AND 27TH STREET, IN NORTH
 KV3426'LARGE BASEMENT WINDOW VENT ON THE WEST SIDE OF THE FAITH CHAPLE
 KV3426'CHURCH, 95 FEET EAST OF THE EAST CURB OF 27TH STREET, 70.5 FEET
 KV3426'SOUTH OF THE SOUTH CURB OF BROADWAY, 18 FEET SOUTH OF THE NORTHWEST
 KV3426'CORNER OF THE CHURCH, 1 FOOT WEST OF THE WEST FACE OF THE CHURCH,
 KV3426'DIRECTLY ACROSS BROADWAY FROM THE MEDICAL ARTS BUILDING NUMBER 625
 KV3426'BROADWAY.
 KV3426'THE MARK IS 4 FT ABOVE BROADWAY.
 KV3426
 KV3426                          STATION RECOVERY (1992)
 KV3426
 KV3426'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KV3426'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2240 ***********************************************************************
 LY2240  DESIGNATION -  Q 102
 LY2240  PID         -  LY2240
 LY2240  STATE/COUNTY-  NJ/PASSAIC
 LY2240  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY2240
 LY2240                         *CURRENT SURVEY CONTROL
 LY2240  ___________________________________________________________________
 LY2240* NAD 83(1986)-  41 02 20.     (N)    074 25 47.     (W)     SCALED    
 LY2240* NAVD 88     -       242.605  (meters)     795.95   (feet)  ADJUSTED  
 LY2240  ___________________________________________________________________
 LY2240  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 LY2240  DYNAMIC HT  -         242.498 (meters)     795.60  (feet)  COMP
 LY2240  MODELED GRAV-     980,177.5   (mgal)                       NAVD 88
 LY2240
 LY2240  VERT ORDER  -  FIRST     CLASS II
 LY2240
 LY2240.The horizontal coordinates were scaled from a topographic map and have
 LY2240.an estimated accuracy of +/- 6 seconds.
 LY2240
 LY2240.The orthometric height was determined by differential leveling
 LY2240.and adjusted by the National Geodetic Survey in June 1991..
 LY2240
 LY2240.The geoid height was determined by GEOID03.
 LY2240
 LY2240.The dynamic height is computed by dividing the NAVD 88
 LY2240.geopotential number by the normal gravity value computed on the
 LY2240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2240.degrees latitude (g = 980.6199 gals.).
 LY2240
 LY2240.The modeled gravity was interpolated from observed gravity values.
 LY2240
 LY2240;                    North         East    Units  Estimated Accuracy
 LY2240;SPC NJ       -   244,870.      155,910.      MT  (+/- 180 meters Scaled)
 LY2240
 LY2240                          SUPERSEDED SURVEY CONTROL
 LY2240
 LY2240  NGVD 29 (??/??/92)  242.912  (m)          796.95   (f) ADJ UNCH    1 2
 LY2240
 LY2240.Superseded values are not recommended for survey control.
 LY2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2240.See file dsdata.txt to determine how the superseded data were derived.
 LY2240
 LY2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL479432(NAD 83)
 LY2240_MARKER: DB = BENCH MARK DISK
 LY2240_SETTING: 66 = SET IN ROCK OUTCROP
 LY2240_SP_SET: ROCK OUTCROP
 LY2240_STAMPING: Q 102 1979
 LY2240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2240+STABILITY: POSITION/ELEVATION WELL
 LY2240
 LY2240  HISTORY     - Date     Condition        Report By
 LY2240  HISTORY     - 1979     MONUMENTED       NGS
 LY2240  HISTORY     - 20050414 GOOD             GEOCAC
 LY2240
 LY2240                          STATION DESCRIPTION
 LY2240
 LY2240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2240'1.6 MI SE FROM NEWFOUNDLAND.
 LY2240'1.6 MILES SOUTHEAST ALONG STATE ROUTE 23 FROM THE JUNCTION OF
 LY2240'CLINTON ROAD IN NEWFOUNDLAND TO THE MARK ON THE LEFT, AT THE BASE
 LY2240'OF A MASSIVE ROCK CUT ON THE NORTHBOUND LANE OF ROUTE 23, 0.6 MILE
 LY2240'NORTHWEST OF THE JUNCTION OF ECHO LAKE ROAD, 0.25 MILE NORTHWEST OF
 LY2240'THE CENTER OF A REST AREA, 89 FEET NORTHWEST OF THE SOUTHEAST END
 LY2240'OF THE ROCK CUT, 8 FEET NORTHEAST OF THE NORTHEAST CURB OF THE
 LY2240'NORTHBOUND LANE OF ROUTE 23.
 LY2240'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 LY2240'THE MARK IS 3 FT ABOVE HIGHWAY.
 LY2240
 LY2240                          STATION RECOVERY (2005)
 LY2240
 LY2240'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 LY2240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0085 ***********************************************************************
 KV0085  DESIGNATION -  Q 11
 KV0085  PID         -  KV0085
 KV0085  STATE/COUNTY-  NJ/ESSEX
 KV0085  USGS QUAD   -  ELIZABETH (1995)
 KV0085
 KV0085                         *CURRENT SURVEY CONTROL
 KV0085  ___________________________________________________________________
 KV0085* NAD 83(1986)-  40 42 40.     (N)    074 11 24.     (W)     SCALED    
 KV0085* NAVD 88     -         4.409  (meters)      14.47   (feet)  ADJUSTED  
 KV0085  ___________________________________________________________________
 KV0085  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV0085  DYNAMIC HT  -           4.407 (meters)      14.46  (feet)  COMP
 KV0085  MODELED GRAV-     980,218.8   (mgal)                       NAVD 88
 KV0085
 KV0085  VERT ORDER  -  FIRST     CLASS I
 KV0085
 KV0085.The horizontal coordinates were scaled from a topographic map and have
 KV0085.an estimated accuracy of +/- 6 seconds.
 KV0085
 KV0085.The orthometric height was determined by differential leveling
 KV0085.and adjusted by the National Geodetic Survey in June 1991..
 KV0085
 KV0085.The geoid height was determined by GEOID03.
 KV0085
 KV0085.The dynamic height is computed by dividing the NAVD 88
 KV0085.geopotential number by the normal gravity value computed on the
 KV0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0085.degrees latitude (g = 980.6199 gals.).
 KV0085
 KV0085.The modeled gravity was interpolated from observed gravity values.
 KV0085
 KV0085;                    North         East    Units  Estimated Accuracy
 KV0085;SPC NJ       -   208,520.      176,190.      MT  (+/- 180 meters Scaled)
 KV0085
 KV0085                          SUPERSEDED SURVEY CONTROL
 KV0085
 KV0085  NGVD 29 (04/16/92)    4.745  (m)           15.57   (f) ADJUSTED    1 1
 KV0085
 KV0085.Superseded values are not recommended for survey control.
 KV0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0085.See file dsdata.txt to determine how the superseded data were derived.
 KV0085
 KV0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL684070(NAD 83)
 KV0085_MARKER: DB = BENCH MARK DISK
 KV0085_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0085_SP_SET: RAILROAD BRIDGE PIER
 KV0085_STAMPING: 15.623 Q 11 1933
 KV0085_MARK LOGO: CGS   
 KV0085_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0085+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1995
 KV0085
 KV0085  HISTORY     - Date     Condition        Report By
 KV0085  HISTORY     - 1933     MONUMENTED       CGS
 KV0085  HISTORY     - 1934     GOOD             CGS
 KV0085  HISTORY     - 1965     GOOD             CGS
 KV0085  HISTORY     - 1984     GOOD             NJGS
 KV0085  HISTORY     - 1985     GOOD             LOCSUR
 KV0085  HISTORY     - 19950310 GOOD             NJGS
 KV0085  HISTORY     - 20000406 GOOD             STEWRT
 KV0085
 KV0085                          STATION DESCRIPTION
 KV0085
 KV0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0085'AT NEWARK.
 KV0085'AT NEWARK, ESSEX COUNTY, ON FRELINGHUYSEN AVENUE, 160 FEET SOUTH
 KV0085'OF W. PEDDIE STREET, 160 FEET NORTH OF LIDGERWOOD PLACE, AT
 KV0085'THE LEHIGH VALLEY RAILROAD OVERHEAD CROSSING, IN THE SOUTH END
 KV0085'OF THE CONCRETE PIER, AT THE CENTERLINE OF THE AVENUE, AND ABOUT
 KV0085'5 FEET HIGHER THAN THE AVENUE.  A STANDARD DISK, STAMPED 15.623
 KV0085'Q 11 1933.
 KV0085
 KV0085                          STATION RECOVERY (1965)
 KV0085
 KV0085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0085'RECOVERED IN GOOD CONDITION.
 KV0085
 KV0085                          STATION RECOVERY (1984)
 KV0085
 KV0085'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1984
 KV0085'RECOVERED IN GOOD CONDITION.
 KV0085
 KV0085                          STATION RECOVERY (1985)
 KV0085
 KV0085'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 KV0085'RECOVERED IN GOOD CONDITION.
 KV0085
 KV0085                          STATION RECOVERY (1995)
 KV0085
 KV0085'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0085'RECOVERED AS DESCRIBED.
 KV0085
 KV0085                          STATION RECOVERY (2000)
 KV0085
 KV0085'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2000 (JES)
 KV0085'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0155 ***********************************************************************
 KV0155  DESIGNATION -  Q 12
 KV0155  PID         -  KV0155
 KV0155  STATE/COUNTY-  NJ/PASSAIC
 KV0155  USGS QUAD   -  PATERSON (1995)
 KV0155
 KV0155                         *CURRENT SURVEY CONTROL
 KV0155  ___________________________________________________________________
 KV0155* NAD 83(1986)-  40 55 06.     (N)    074 07 50.     (W)     SCALED    
 KV0155* NAVD 88     -        16.462  (meters)      54.01   (feet)  ADJUSTED  
 KV0155  ___________________________________________________________________
 KV0155  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KV0155  DYNAMIC HT  -          16.455 (meters)      53.99  (feet)  COMP
 KV0155  MODELED GRAV-     980,221.9   (mgal)                       NAVD 88
 KV0155
 KV0155  VERT ORDER  -  FIRST     CLASS II
 KV0155
 KV0155.The horizontal coordinates were scaled from a topographic map and have
 KV0155.an estimated accuracy of +/- 6 seconds.
 KV0155
 KV0155.The orthometric height was determined by differential leveling
 KV0155.and adjusted by the National Geodetic Survey in June 1991..
 KV0155
 KV0155.The geoid height was determined by GEOID03.
 KV0155
 KV0155.The dynamic height is computed by dividing the NAVD 88
 KV0155.geopotential number by the normal gravity value computed on the
 KV0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0155.degrees latitude (g = 980.6199 gals.).
 KV0155
 KV0155.The modeled gravity was interpolated from observed gravity values.
 KV0155
 KV0155;                    North         East    Units  Estimated Accuracy
 KV0155;SPC NJ       -   231,550.      181,120.      MT  (+/- 180 meters Scaled)
 KV0155
 KV0155                          SUPERSEDED SURVEY CONTROL
 KV0155
 KV0155  NGVD 29 (??/??/??)   16.768  (m)           55.01   (f) ADJUSTED    1 2
 KV0155
 KV0155.Superseded values are not recommended for survey control.
 KV0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0155.See file dsdata.txt to determine how the superseded data were derived.
 KV0155
 KV0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL732300(NAD 83)
 KV0155_MARKER: DB = BENCH MARK DISK
 KV0155_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0155_SP_SET: BALUSTRADE
 KV0155_STAMPING: Q 12 1933 54.980
 KV0155_MARK LOGO: CGS   
 KV0155_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0155+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1992
 KV0155
 KV0155  HISTORY     - Date     Condition        Report By
 KV0155  HISTORY     - 1933     MONUMENTED       CGS
 KV0155  HISTORY     - 1944     GOOD             CGS
 KV0155  HISTORY     - 1979     GOOD             NGS
 KV0155  HISTORY     - 19920226 GOOD             NJGS
 KV0155  HISTORY     - 20060527 GOOD             GEOCAC
 KV0155
 KV0155                          STATION DESCRIPTION
 KV0155
 KV0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV0155'AT PATERSON.
 KV0155'AT PATERSON, PASSAIC COUNTY, AT THE EAST END OF BROADWAY, AT
 KV0155'THE CONCRETE BRIDGE OVER PASSAIC RIVER, IN THE TOP OF THE WEST
 KV0155'END OF THE NORTH CONCRETE BALUSTRADE, 45 FEET NORTH OF THE
 KV0155'CENTERLINE OF THE STREET, AND ABOUT 4-1/2 FEET HIGHER THAN THE
 KV0155'SIDEWALK.  A STANDARD DISK, STAMPED 54.980 Q 12 1933.
 KV0155
 KV0155                          STATION RECOVERY (1979)
 KV0155
 KV0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0155'RECOVERED IN GOOD CONDITION.
 KV0155
 KV0155                          STATION RECOVERY (1992)
 KV0155
 KV0155'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KV0155'RECOVERED AS DESCRIBED.
 KV0155
 KV0155                          STATION RECOVERY (2006)
 KV0155
 KV0155'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0670 ***********************************************************************
 LY0670  DESIGNATION -  Q 13
 LY0670  PID         -  LY0670
 LY0670  STATE/COUNTY-  NJ/SUSSEX
 LY0670  USGS QUAD   -  FRANKLIN (1971)
 LY0670
 LY0670                         *CURRENT SURVEY CONTROL
 LY0670  ___________________________________________________________________
 LY0670* NAD 83(1986)-  41 05 24.     (N)    074 30 53.     (W)     SCALED    
 LY0670* NAVD 88     -       309.047  (meters)    1013.93   (feet)  ADJUSTED  
 LY0670  ___________________________________________________________________
 LY0670  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 LY0670  DYNAMIC HT  -         308.910 (meters)    1013.48  (feet)  COMP
 LY0670  MODELED GRAV-     980,170.1   (mgal)                       NAVD 88
 LY0670
 LY0670  VERT ORDER  -  FIRST     CLASS II
 LY0670
 LY0670.The horizontal coordinates were scaled from a topographic map and have
 LY0670.an estimated accuracy of +/- 6 seconds.
 LY0670
 LY0670.The orthometric height was determined by differential leveling
 LY0670.and adjusted by the National Geodetic Survey in June 1991..
 LY0670
 LY0670.The geoid height was determined by GEOID03.
 LY0670
 LY0670.The dynamic height is computed by dividing the NAVD 88
 LY0670.geopotential number by the normal gravity value computed on the
 LY0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0670.degrees latitude (g = 980.6199 gals.).
 LY0670
 LY0670.The modeled gravity was interpolated from observed gravity values.
 LY0670
 LY0670;                    North         East    Units  Estimated Accuracy
 LY0670;SPC NJ       -   250,540.      148,760.      MT  (+/- 180 meters Scaled)
 LY0670
 LY0670                          SUPERSEDED SURVEY CONTROL
 LY0670
 LY0670  NGVD 29 (??/??/92)  309.232  (m)         1014.54   (f) ADJ UNCH    1 2
 LY0670
 LY0670.Superseded values are not recommended for survey control.
 LY0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0670.See file dsdata.txt to determine how the superseded data were derived.
 LY0670
 LY0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL407488(NAD 83)
 LY0670_MARKER: DB = BENCH MARK DISK
 LY0670_SETTING: 66 = SET IN ROCK OUTCROP
 LY0670_SP_SET: ROCK OUTCROP
 LY0670_STAMPING: Q 13 1933 1014.539
 LY0670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0670+STABILITY: POSITION/ELEVATION WELL
 LY0670
 LY0670  HISTORY     - Date     Condition        Report By
 LY0670  HISTORY     - 1933     MONUMENTED       CGS
 LY0670  HISTORY     - 1934     GOOD             NGS
 LY0670
 LY0670                          STATION DESCRIPTION
 LY0670
 LY0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0670'0.5 MI N FROM STOCKHOLM.
 LY0670'0.5 MILE NORTH ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0670'RAILROAD FROM THE STATION AT STOCKHOLM, 90 FEET SOUTH OF A PAVED
 LY0670'COUNTY HIGHWAY, 60 FEET WEST OF THE CENTERLINE OF THE TRACK,
 LY0670'AND IN THE TOP OF A ROCK OUTCROP IN A GROUP OF BOULDERS.  A
 LY0670'STANDARD DISK, STAMPED 1014.539 Q 13 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0528 ***********************************************************************
 KV0528  DESIGNATION -  Q 14 RESET
 KV0528  PID         -  KV0528
 KV0528  STATE/COUNTY-  NJ/PASSAIC
 KV0528  USGS QUAD   -  PATERSON (1995)
 KV0528
 KV0528                         *CURRENT SURVEY CONTROL
 KV0528  ___________________________________________________________________
 KV0528* NAD 83(1986)-  40 56 28.     (N)    074 09 10.     (W)     SCALED    
 KV0528* NAVD 88     -        15.370  (meters)      50.43   (feet)  ADJUSTED  
 KV0528  ___________________________________________________________________
 KV0528  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV0528  DYNAMIC HT  -          15.364 (meters)      50.41  (feet)  COMP
 KV0528  MODELED GRAV-     980,219.7   (mgal)                       NAVD 88
 KV0528
 KV0528  VERT ORDER  -  FIRST     CLASS II
 KV0528
 KV0528.The horizontal coordinates were scaled from a topographic map and have
 KV0528.an estimated accuracy of +/- 6 seconds.
 KV0528
 KV0528.The orthometric height was determined by differential leveling
 KV0528.and adjusted by the National Geodetic Survey in June 1991..
 KV0528
 KV0528.The geoid height was determined by GEOID03.
 KV0528
 KV0528.The dynamic height is computed by dividing the NAVD 88
 KV0528.geopotential number by the normal gravity value computed on the
 KV0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0528.degrees latitude (g = 980.6199 gals.).
 KV0528
 KV0528.The modeled gravity was interpolated from observed gravity values.
 KV0528
 KV0528;                    North         East    Units  Estimated Accuracy
 KV0528;SPC NJ       -   234,070.      179,240.      MT  (+/- 180 meters Scaled)
 KV0528
 KV0528                          SUPERSEDED SURVEY CONTROL
 KV0528
 KV0528  NGVD 29 (??/??/??)   15.679  (m)           51.44   (f) ADJUSTED    1 2
 KV0528
 KV0528.Superseded values are not recommended for survey control.
 KV0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0528.See file dsdata.txt to determine how the superseded data were derived.
 KV0528
 KV0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL713325(NAD 83)
 KV0528_MARKER: DB = BENCH MARK DISK
 KV0528_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0528_SP_SET: ABUTMENT
 KV0528_STAMPING: Q 14 RESET 1949
 KV0528_MARK LOGO: CGS   
 KV0528_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0528+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2004
 KV0528
 KV0528  HISTORY     - Date     Condition        Report By
 KV0528  HISTORY     - 1949     MONUMENTED       ELRR
 KV0528  HISTORY     - 1951     GOOD             CGS
 KV0528  HISTORY     - 1979     POOR             NGS
 KV0528  HISTORY     - 1990     POOR             USPSQD
 KV0528  HISTORY     - 19920226 GOOD             NJGS
 KV0528  HISTORY     - 20040113 GOOD             BOSWEL
 KV0528
 KV0528                          STATION DESCRIPTION
 KV0528
 KV0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KV0528'AT HAWTHORNE.
 KV0528'AT HAWTHORNE, PASSAIC COUNTY, ON THE ERIE LACKAWANNA RAILROAD,
 KV0528'SOUTH OF THE STATION, AT THE WAGARAW ROAD OVERPASS, AT THE SOUTH
 KV0528'ABUTMENT, IN THE TOP OF THE WING WALL, AND BETWEEN THE MAIN
 KV0528'TRACKS AND A PUMPHOUSE.  A STANDARD DISK, STAMPED Q 14 RESET 1949.
 KV0528
 KV0528                          STATION RECOVERY (1979)
 KV0528
 KV0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0528'DISK BATTERED. BUT SOLID.
 KV0528
 KV0528                          STATION RECOVERY (1990)
 KV0528
 KV0528'RECOVERY NOTE BY US POWER SQUADRON 1990 (AK)
 KV0528'MARK RECOVERED IN POOR CONDITION.
 KV0528
 KV0528                          STATION RECOVERY (1992)
 KV0528
 KV0528'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KV0528'RECOVERED AS DESCRIBED.
 KV0528
 KV0528                          STATION RECOVERY (2004)
 KV0528
 KV0528'RECOVERY NOTE BY BOSWELL ENGINEERING 2004 (AA)
 KV0528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1281 ***********************************************************************
 KV1281  DESIGNATION -  Q 15 NJGS RESET 1934
 KV1281  PID         -  KV1281
 KV1281  STATE/COUNTY-  NJ/WARREN
 KV1281  USGS QUAD   -  WASHINGTON (1976)
 KV1281
 KV1281                         *CURRENT SURVEY CONTROL
 KV1281  ___________________________________________________________________
 KV1281* NAD 83(1986)-  40 45 47.     (N)    074 57 19.     (W)     SCALED    
 KV1281* NAVD 88     -       156.846  (meters)     514.59   (feet)  ADJUSTED  
 KV1281  ___________________________________________________________________
 KV1281  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 KV1281  DYNAMIC HT  -         156.775 (meters)     514.35  (feet)  COMP
 KV1281  MODELED GRAV-     980,169.8   (mgal)                       NAVD 88
 KV1281
 KV1281  VERT ORDER  -  SECOND    CLASS 0
 KV1281
 KV1281.The horizontal coordinates were scaled from a topographic map and have
 KV1281.an estimated accuracy of +/- 6 seconds.
 KV1281
 KV1281.The orthometric height was determined by differential leveling
 KV1281.and adjusted by the National Geodetic Survey in June 1991..
 KV1281
 KV1281.The geoid height was determined by GEOID03.
 KV1281
 KV1281.The dynamic height is computed by dividing the NAVD 88
 KV1281.geopotential number by the normal gravity value computed on the
 KV1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1281.degrees latitude (g = 980.6199 gals.).
 KV1281
 KV1281.The modeled gravity was interpolated from observed gravity values.
 KV1281
 KV1281;                    North         East    Units  Estimated Accuracy
 KV1281;SPC NJ       -   214,340.      111,560.      MT  (+/- 180 meters Scaled)
 KV1281
 KV1281                          SUPERSEDED SURVEY CONTROL
 KV1281
 KV1281  NGVD 29 (??/??/??)  157.072  (m)          515.33   (f) ADJUSTED    2 0
 KV1281
 KV1281.Superseded values are not recommended for survey control.
 KV1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1281.See file dsdata.txt to determine how the superseded data were derived.
 KV1281
 KV1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL037124(NAD 83)
 KV1281_MARKER: DB = BENCH MARK DISK
 KV1281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1281_SP_SET: BRIDGE ABUTMENT
 KV1281_STAMPING: Q 15 1933 RESET IN 1934
 KV1281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1281
 KV1281  HISTORY     - Date     Condition        Report By
 KV1281  HISTORY     - 1934     MONUMENTED       NJGS
 KV1281  HISTORY     - 1934     GOOD             CGS
 KV1281
 KV1281                          STATION DESCRIPTION
 KV1281
 KV1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV1281'1 MI NE FROM WASHINGTON.
 KV1281'1.0 MILE NORTHEAST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1281'RAILROAD FROM THE STATION AT WASHINGTON, WARREN COUNTY, 7 RAILS
 KV1281'WEST OF AUTOMATIC SIGNAL 65.9, AT A HIGHWAY BRIDGE OVER THE
 KV1281'TRACK, IN THE EAST END OF THE SOUTH FACE OF THE NORTH ABUTMENT,
 KV1281'7 FEET NORTH OF THE NORTH RAIL, AND ABOUT 3.7 FEET HIGHER THAN
 KV1281'THE RAIL.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN
 KV1281'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD
 KV1281'IS NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1219 ***********************************************************************
 KV1219  DESIGNATION -  Q 18
 KV1219  PID         -  KV1219
 KV1219  STATE/COUNTY-  NJ/SUSSEX
 KV1219  USGS QUAD   -  STANHOPE (1981)
 KV1219
 KV1219                         *CURRENT SURVEY CONTROL
 KV1219  ___________________________________________________________________
 KV1219* NAD 83(1986)-  40 57 30.     (N)    074 41 31.     (W)     SCALED    
 KV1219* NAVD 88     -       247.793  (meters)     812.97   (feet)  ADJUSTED  
 KV1219  ___________________________________________________________________
 KV1219  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV1219  DYNAMIC HT  -         247.680 (meters)     812.60  (feet)  COMP
 KV1219  MODELED GRAV-     980,161.1   (mgal)                       NAVD 88
 KV1219
 KV1219  VERT ORDER  -  SECOND    CLASS 0
 KV1219
 KV1219.The horizontal coordinates were scaled from a topographic map and have
 KV1219.an estimated accuracy of +/- 6 seconds.
 KV1219
 KV1219.The orthometric height was determined by differential leveling
 KV1219.and adjusted by the National Geodetic Survey in June 1991..
 KV1219
 KV1219.The geoid height was determined by GEOID03.
 KV1219
 KV1219.The dynamic height is computed by dividing the NAVD 88
 KV1219.geopotential number by the normal gravity value computed on the
 KV1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1219.degrees latitude (g = 980.6199 gals.).
 KV1219
 KV1219.The modeled gravity was interpolated from observed gravity values.
 KV1219
 KV1219;                    North         East    Units  Estimated Accuracy
 KV1219;SPC NJ       -   235,940.      133,840.      MT  (+/- 180 meters Scaled)
 KV1219
 KV1219                          SUPERSEDED SURVEY CONTROL
 KV1219
 KV1219  NGVD 29 (??/??/??)  248.002  (m)          813.65   (f) ADJUSTED    2 0
 KV1219
 KV1219.Superseded values are not recommended for survey control.
 KV1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1219.See file dsdata.txt to determine how the superseded data were derived.
 KV1219
 KV1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL259341(NAD 83)
 KV1219_MARKER: DB = BENCH MARK DISK
 KV1219_SETTING: 66 = SET IN ROCK OUTCROP
 KV1219_SP_SET: IN A DRILL HOLE IN BEDROCK
 KV1219_STAMPING: Q 18 1935
 KV1219_MARK LOGO: CGS   
 KV1219_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV1219+STABILITY: POSITION/ELEVATION WELL
 KV1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1219+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1991
 KV1219
 KV1219  HISTORY     - Date     Condition        Report By
 KV1219  HISTORY     - 1935     MONUMENTED       CGS
 KV1219  HISTORY     - 19910711 GOOD             NJGS
 KV1219  HISTORY     - 20011024 GOOD             LOCENG
 KV1219
 KV1219                          STATION DESCRIPTION
 KV1219
 KV1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1219'3.1 MI SE FROM ANDOVER.
 KV1219'3.1 MILES SOUTHEAST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1219'RAILROAD FROM THE STATION AT ANDOVER, SUSSEX COUNTY, NEAR
 KV1219'ROSEVILLE AND LAKE LACKAWANNA, 200 FEET NORTH OF ONE UNDERPASS,
 KV1219'AT ANOTHER UNDERPASS, IN THE TOP OF THE PROJECTING BED ROCK, ON
 KV1219'THE EAST SIDE OF THE TRACK, AND ABOUT 2 FEET HIGHER THAN THE
 KV1219'GROUND.  A STANDARD DISK, STAMPED Q 18 1935.  NOTE-- THE DELAWARE,
 KV1219'LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV1219'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV1219
 KV1219                          STATION RECOVERY (1991)
 KV1219
 KV1219'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV1219'THE STATION IS LOCATED IN BYRAM TOWHSIP IN SUSSEX COUNTY ALONG THE
 KV1219'RIGHT OF WAY OF AN ABANDONED RAILROAD, JUST WEST OF A CONCRETE ARCH
 KV1219'BRIDGE OVER LACKAWANNA DRIVE, COUNTY ROAD 607.  TO REACH THE STATION
 KV1219'FROM THE INTERSECTION OF U.S. HIGHWAY 206 AND LACKAWANNA DRIVE, GO
 KV1219'EAST, THEN NORTH ON LACKAWANNA DRIVE FOR 2.0 MI (3.2 KM) TO A FORK.
 KV1219'BEAR TO THE RIGHT, PASSING LAKE LACKAWANNA ON THE RIGHT, AND GO 0.52
 KV1219'MI (0.84 KM) TO A CONCRETE ARCH BRIDGE FOR AN UNDERPASS.  PARK TRUCK
 KV1219'AND PACK UP A VERY STEEP SLOPE COVERED WITH LARGE BOULDERS AND LOOSE
 KV1219'STONES TO THE LEVEL OF THE FORMER TRACKS.  PACK NORTHWEST FOR 220
 KV1219'PACES FROM THE APPROXIMATE CENTERLINE OF THE ROAD PASSING UNDER THE
 KV1219'BRIDGE TO THE STATION ON THE RIGHT, SET FLUSH IN THE TOP OF THE
 KV1219'PROJECTING BEDROCK.  THE STATION IS 30.2 FT (9.2 M) EAST FROM THE
 KV1219'CENTER OF THE ABANDONED RAILROAD BED WITH TIES REMAINING AND 33 PACES
 KV1219'NORTHWEST FROM AN ABANDONED SEMAPHORE SIGNAL ON THE SOUTH SIDE OF THE
 KV1219'FORMER RAILROAD TRACKS.  THE STATION, A STANDARD BENCHMARK DISK,
 KV1219'STAMPED Q 18 1935, IS SET ABOUT 2.0 FT (0.6 M) HIGHER THAN THE
 KV1219'SURROUNDING GROUND.
 KV1219
 KV1219                          STATION RECOVERY (2001)
 KV1219
 KV1219'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (AB)
 KV1219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0912 ***********************************************************************
 KV0912  DESIGNATION -  Q 19
 KV0912  PID         -  KV0912
 KV0912  STATE/COUNTY-  NJ/MONMOUTH
 KV0912  USGS QUAD   -  ADELPHIA (1981)
 KV0912
 KV0912                         *CURRENT SURVEY CONTROL
 KV0912  ___________________________________________________________________
 KV0912* NAD 83(1986)-  40 14 34.     (N)    074 14 59.     (W)     SCALED    
 KV0912* NAVD 88     -        38.204  (meters)     125.34   (feet)  ADJUSTED  
 KV0912  ___________________________________________________________________
 KV0912  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV0912  DYNAMIC HT  -          38.188 (meters)     125.29  (feet)  COMP
 KV0912  MODELED GRAV-     980,212.5   (mgal)                       NAVD 88
 KV0912
 KV0912  VERT ORDER  -  SECOND    CLASS 0
 KV0912
 KV0912.The horizontal coordinates were scaled from a topographic map and have
 KV0912.an estimated accuracy of +/- 6 seconds.
 KV0912
 KV0912.The orthometric height was determined by differential leveling
 KV0912.and adjusted by the National Geodetic Survey in June 1991..
 KV0912
 KV0912.The geoid height was determined by GEOID03.
 KV0912
 KV0912.The dynamic height is computed by dividing the NAVD 88
 KV0912.geopotential number by the normal gravity value computed on the
 KV0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0912.degrees latitude (g = 980.6199 gals.).
 KV0912
 KV0912.The modeled gravity was interpolated from observed gravity values.
 KV0912
 KV0912;                    North         East    Units  Estimated Accuracy
 KV0912;SPC NJ       -   156,500.      171,290.      MT  (+/- 180 meters Scaled)
 KV0912
 KV0912                          SUPERSEDED SURVEY CONTROL
 KV0912
 KV0912  NGVD 29 (??/??/??)   38.579  (m)          126.57   (f) ADJUSTED    2 0
 KV0912
 KV0912.Superseded values are not recommended for survey control.
 KV0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0912.See file dsdata.txt to determine how the superseded data were derived.
 KV0912
 KV0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK638549(NAD 83)
 KV0912_MARKER: DB = BENCH MARK DISK
 KV0912_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0912_SP_SET: CONC BASE
 KV0912_STAMPING: Q-19 1935
 KV0912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0912
 KV0912  HISTORY     - Date     Condition        Report By
 KV0912  HISTORY     - 1935     MONUMENTED       CGS
 KV0912
 KV0912                          STATION DESCRIPTION
 KV0912
 KV0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0912'1.1 MI NW FROM HOWELL.
 KV0912'1.1 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV0912'STATION AT HOWELL, MONMOUTH COUNTY, AT A ROAD CROSSING, WEST OF
 KV0912'THE TRACK, AT SIGNAL POST F 190, AND IN THE TOP OF THE CONCRETE
 KV0912'BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0973 ***********************************************************************
 JU0973  DESIGNATION -  Q 20
 JU0973  PID         -  JU0973
 JU0973  STATE/COUNTY-  NJ/CUMBERLAND
 JU0973  USGS QUAD   -  BRIDGETON (1977)
 JU0973
 JU0973                         *CURRENT SURVEY CONTROL
 JU0973  ___________________________________________________________________
 JU0973* NAD 83(1986)-  39 26 13.     (N)    075 13 56.     (W)     SCALED    
 JU0973* NAVD 88     -         6.454  (meters)      21.17   (feet)  ADJUSTED  
 JU0973  ___________________________________________________________________
 JU0973  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JU0973  DYNAMIC HT  -           6.450 (meters)      21.16  (feet)  COMP
 JU0973  MODELED GRAV-     980,119.7   (mgal)                       NAVD 88
 JU0973
 JU0973  VERT ORDER  -  SECOND    CLASS 0
 JU0973
 JU0973.The horizontal coordinates were scaled from a topographic map and have
 JU0973.an estimated accuracy of +/- 6 seconds.
 JU0973
 JU0973.The orthometric height was determined by differential leveling
 JU0973.and adjusted by the National Geodetic Survey in June 1991..
 JU0973
 JU0973.The geoid height was determined by GEOID03.
 JU0973
 JU0973.The dynamic height is computed by dividing the NAVD 88
 JU0973.geopotential number by the normal gravity value computed on the
 JU0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0973.degrees latitude (g = 980.6199 gals.).
 JU0973
 JU0973.The modeled gravity was interpolated from observed gravity values.
 JU0973
 JU0973;                    North         East    Units  Estimated Accuracy
 JU0973;SPC NJ       -    67,260.       86,970.      MT  (+/- 180 meters Scaled)
 JU0973
 JU0973                          SUPERSEDED SURVEY CONTROL
 JU0973
 JU0973  NGVD 29 (??/??/??)    6.828  (m)           22.40   (f) ADJUSTED    2 0
 JU0973
 JU0973.Superseded values are not recommended for survey control.
 JU0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0973.See file dsdata.txt to determine how the superseded data were derived.
 JU0973
 JU0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ800652(NAD 83)
 JU0973_MARKER: DB = BENCH MARK DISK
 JU0973_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0973_SP_SET: FOUNDATION
 JU0973_STAMPING: Q 20 1935
 JU0973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0973
 JU0973  HISTORY     - Date     Condition        Report By
 JU0973  HISTORY     - 1935     MONUMENTED       CGS
 JU0973  HISTORY     - 1936     GOOD             CGS
 JU0973  HISTORY     - 19950129 MARK NOT FOUND   USPSQD
 JU0973
 JU0973                          STATION DESCRIPTION
 JU0973
 JU0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 JU0973'AT BRIDGETON.
 JU0973'ABOUT 0.2 MILE NORTHEAST OF THE CENTRAL RAILROAD OF NEW JERSEY
 JU0973'STATION, ABOUT 90 FEET EAST OF A WATER TANK, AT A WATER CRANE, IN
 JU0973'THE TOP OF THE NORTHEAST CORNER OF THE FOUNDATION, AND 9 FEET EAST
 JU0973'OF THE EAST RAIL.  A STANDARD DISK, STAMPED Q 20 1935.
 JU0973
 JU0973                          STATION RECOVERY (1995)
 JU0973
 JU0973'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0255 ***********************************************************************
 JU0255  DESIGNATION -  Q 21
 JU0255  PID         -  JU0255
 JU0255  STATE/COUNTY-  NJ/OCEAN
 JU0255  USGS QUAD   -  WHITING (1971)
 JU0255
 JU0255                         *CURRENT SURVEY CONTROL
 JU0255  ___________________________________________________________________
 JU0255* NAD 83(1986)-  39 54 09.     (N)    074 25 32.     (W)     SCALED    
 JU0255* NAVD 88     -        43.973  (meters)     144.27   (feet)  ADJUSTED  
 JU0255  ___________________________________________________________________
 JU0255  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JU0255  DYNAMIC HT  -          43.952 (meters)     144.20  (feet)  COMP
 JU0255  MODELED GRAV-     980,160.8   (mgal)                       NAVD 88
 JU0255
 JU0255  VERT ORDER  -  SECOND    CLASS 0
 JU0255
 JU0255.The horizontal coordinates were scaled from a topographic map and have
 JU0255.an estimated accuracy of +/- 6 seconds.
 JU0255
 JU0255.The orthometric height was determined by differential leveling
 JU0255.and adjusted by the National Geodetic Survey in June 1991..
 JU0255
 JU0255.The geoid height was determined by GEOID03.
 JU0255
 JU0255.The dynamic height is computed by dividing the NAVD 88
 JU0255.geopotential number by the normal gravity value computed on the
 JU0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0255.degrees latitude (g = 980.6199 gals.).
 JU0255
 JU0255.The modeled gravity was interpolated from observed gravity values.
 JU0255
 JU0255;                    North         East    Units  Estimated Accuracy
 JU0255;SPC NJ       -   118,690.      156,370.      MT  (+/- 180 meters Scaled)
 JU0255
 JU0255                          SUPERSEDED SURVEY CONTROL
 JU0255
 JU0255  NGVD 29 (??/??/??)   44.358  (m)          145.53   (f) ADJUSTED    2 0
 JU0255
 JU0255.Superseded values are not recommended for survey control.
 JU0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0255.See file dsdata.txt to determine how the superseded data were derived.
 JU0255
 JU0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK491170(NAD 83)
 JU0255_MARKER: DB = BENCH MARK DISK
 JU0255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0255_SP_SET: ELECTRIC CONTROL BOX
 JU0255_STAMPING: Q 21 1935
 JU0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0255
 JU0255  HISTORY     - Date     Condition        Report By
 JU0255  HISTORY     - 1935     MONUMENTED       CGS
 JU0255  HISTORY     - 1947     GOOD             CGS
 JU0255  HISTORY     - 19950303 MARK NOT FOUND   NJGS
 JU0255  HISTORY     - 19960805 MARK NOT FOUND   USPSQD
 JU0255
 JU0255                          STATION DESCRIPTION
 JU0255
 JU0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0255'AT PASADENA.
 JU0255'AT PASADENA, OCEAN COUNTY, ABOUT 0.3 MILE NORTHEAST OF THE CENTRAL
 JU0255'RAILROAD OF NEW JERSEY STATION, 45 FEET NORTHEAST OF MILEPOST 76,
 JU0255'AT ELECTRIC CONTROL-BOX A 762, IN THE SOUTH END OF THE EAST SIDE
 JU0255'OF THE CONCRETE BASE, ABOUT 1 FOOT LOWER THAN THE TRACK, AND
 JU0255'ABOUT 4 INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED Q 21 1935
 JU0255'AND SET VERTICALLY.
 JU0255
 JU0255                          STATION RECOVERY (1947)
 JU0255
 JU0255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JU0255'RECOVERED IN GOOD CONDITION.
 JU0255
 JU0255                          STATION RECOVERY (1995)
 JU0255
 JU0255'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0255'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0255'SEARCH BY A TWO MAN PARTY.  THE REMAINS OF A BASE AND ELECTRIC CABLES
 JU0255'WERE FOUND IN THE APPROXIMATE AREA OF THE STATION.  THE STATION IS
 JU0255'CONSIDERED LOST.
 JU0255
 JU0255                          STATION RECOVERY (1996)
 JU0255
 JU0255'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1247 ***********************************************************************
 KV1247  DESIGNATION -  Q 22
 KV1247  PID         -  KV1247
 KV1247  STATE/COUNTY-  NJ/WARREN
 KV1247  USGS QUAD   -  BLAIRSTOWN (1971)
 KV1247
 KV1247                         *CURRENT SURVEY CONTROL
 KV1247  ___________________________________________________________________
 KV1247* NAD 83(1986)-  40 52 43.     (N)    074 55 48.     (W)     SCALED    
 KV1247* NAVD 88     -       166.686  (meters)     546.87   (feet)  ADJUSTED  
 KV1247  ___________________________________________________________________
 KV1247  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KV1247  DYNAMIC HT  -         166.611 (meters)     546.62  (feet)  COMP
 KV1247  MODELED GRAV-     980,166.4   (mgal)                       NAVD 88
 KV1247
 KV1247  VERT ORDER  -  SECOND    CLASS 0
 KV1247
 KV1247.The horizontal coordinates were scaled from a topographic map and have
 KV1247.an estimated accuracy of +/- 6 seconds.
 KV1247
 KV1247.The orthometric height was determined by differential leveling
 KV1247.and adjusted by the National Geodetic Survey in June 1991..
 KV1247
 KV1247.The geoid height was determined by GEOID03.
 KV1247
 KV1247.The dynamic height is computed by dividing the NAVD 88
 KV1247.geopotential number by the normal gravity value computed on the
 KV1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1247.degrees latitude (g = 980.6199 gals.).
 KV1247
 KV1247.The modeled gravity was interpolated from observed gravity values.
 KV1247
 KV1247;                    North         East    Units  Estimated Accuracy
 KV1247;SPC NJ       -   227,160.      113,760.      MT  (+/- 180 meters Scaled)
 KV1247
 KV1247                          SUPERSEDED SURVEY CONTROL
 KV1247
 KV1247  NGVD 29 (??/??/??)  166.896  (m)          547.56   (f) ADJUSTED    2 0
 KV1247
 KV1247.Superseded values are not recommended for survey control.
 KV1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1247.See file dsdata.txt to determine how the superseded data were derived.
 KV1247
 KV1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL058252(NAD 83)
 KV1247_MARKER: DB = BENCH MARK DISK
 KV1247_SETTING: 80 = SET IN A BOULDER
 KV1247_SP_SET: BOULDER
 KV1247_STAMPING: Q 22 1942
 KV1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1247+STABILITY: SURFACE MOTION
 KV1247
 KV1247  HISTORY     - Date     Condition        Report By
 KV1247  HISTORY     - 1942     MONUMENTED       CGS
 KV1247  HISTORY     - 1964     GOOD             CGS
 KV1247  HISTORY     - 1977     GOOD             LOCENG
 KV1247  HISTORY     - 19950317 MARK NOT FOUND   NJGS
 KV1247
 KV1247                          STATION DESCRIPTION
 KV1247
 KV1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1247'1.3 ME W FROM GREAT MEADOWS.
 KV1247'1.0 MILE NORTHWEST ALONG A MACADAM ROAD FROM THE JUNCTION OF
 KV1247'U.S. HIGHWAY 46 ABOUT 0.3 MILE SOUTHWEST OF THE POST OFFICE AT
 KV1247'GREAT MEADOWS, WARREN COUNTY, 250 FEET SOUTH OF THE SOUTHWEST
 KV1247'CORNER OF A 2-STORY CONCRETE TILE HOUSE, 33.6 FEET NORTH OF A
 KV1247'BLAZED HICKORY TREE, 27.1 FEET EAST OF THE CENTERLINE OF THE
 KV1247'ROAD, 22.3 FEET SOUTHEAST OF A 24-INCH IRON PIPE CULVERT, 19.3
 KV1247'FEET NORTHWEST OF AN APPLE TREE, 4.1 FEET EAST OF A WIRE FENCE,
 KV1247'ABOUT LEVEL WITH THE ROAD.
 KV1247
 KV1247                          STATION RECOVERY (1964)
 KV1247
 KV1247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV1247'RECOVERED IN GOOD CONDITION.
 KV1247
 KV1247                          STATION RECOVERY (1977)
 KV1247
 KV1247'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 KV1247'REMOVE-- 250 FT. SOUTH OF THE SOUTHWEST CORNER OF 2-STORY CONCRETE
 KV1247'TILE HOUSE. 19.3 FT. NORTHWEST OF AN APPLE TREE, 4.1 FT. EAST OF A
 KV1247'WIRE FENCE, CHANGE 33.6 FT. NORTH TO 33.0 FT. NORTH OF A BLAZED
 KV1247'HICKORY TREE,. 27.1 FT. EAST TO 29.0 FT. EAST OF THE CENTERLINE OF
 KV1247'THE ROAD. 14.1 FT. SOUTHEAST OF TACK IN POLE NO. W.J. TEL. CO. E-21.
 KV1247'47.6 FT. SOUTHEAST OF TACK IN POLE NO. LY-505, IN LARGE BOULDER.
 KV1247
 KV1247                          STATION RECOVERY (1995)
 KV1247
 KV1247'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1247'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV1247'SEARCH BY A TWO MAN PARTY.  THE BOULDER THAT THE STATION WAS SET IN
 KV1247'COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1238 ***********************************************************************
 KV1238  DESIGNATION -  Q 23
 KV1238  PID         -  KV1238
 KV1238  STATE/COUNTY-  NJ/WARREN
 KV1238  USGS QUAD   -  BLAIRSTOWN (1971)
 KV1238
 KV1238                         *CURRENT SURVEY CONTROL
 KV1238  ___________________________________________________________________
 KV1238* NAD 83(1986)-  40 55 21.     (N)    074 57 48.     (W)     SCALED    
 KV1238* NAVD 88     -       129.812  (meters)     425.89   (feet)  ADJUSTED  
 KV1238  ___________________________________________________________________
 KV1238  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KV1238  DYNAMIC HT  -         129.755 (meters)     425.70  (feet)  COMP
 KV1238  MODELED GRAV-     980,179.4   (mgal)                       NAVD 88
 KV1238
 KV1238  VERT ORDER  -  SECOND    CLASS 0
 KV1238
 KV1238.The horizontal coordinates were scaled from a topographic map and have
 KV1238.an estimated accuracy of +/- 6 seconds.
 KV1238
 KV1238.The orthometric height was determined by differential leveling
 KV1238.and adjusted by the National Geodetic Survey in June 1991..
 KV1238
 KV1238.The geoid height was determined by GEOID03.
 KV1238
 KV1238.The dynamic height is computed by dividing the NAVD 88
 KV1238.geopotential number by the normal gravity value computed on the
 KV1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1238.degrees latitude (g = 980.6199 gals.).
 KV1238
 KV1238.The modeled gravity was interpolated from observed gravity values.
 KV1238
 KV1238;                    North         East    Units  Estimated Accuracy
 KV1238;SPC NJ       -   232,050.      110,980.      MT  (+/- 180 meters Scaled)
 KV1238
 KV1238                          SUPERSEDED SURVEY CONTROL
 KV1238
 KV1238  NGVD 29 (??/??/??)  130.016  (m)          426.56   (f) ADJUSTED    2 0
 KV1238
 KV1238.Superseded values are not recommended for survey control.
 KV1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1238.See file dsdata.txt to determine how the superseded data were derived.
 KV1238
 KV1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL030301(NAD 83)
 KV1238_MARKER: DB = BENCH MARK DISK
 KV1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1238_STAMPING: Q 23 1942
 KV1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1238+STABILITY: SURFACE MOTION
 KV1238
 KV1238  HISTORY     - Date     Condition        Report By
 KV1238  HISTORY     - 1942     MONUMENTED       CGS
 KV1238  HISTORY     - 19950910 MARK NOT FOUND   USPSQD
 KV1238
 KV1238                          STATION DESCRIPTION
 KV1238
 KV1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1238'0.8 MI N FROM HOPE.
 KV1238'0.8 MILE NORTH ALONG STATE HIGHWAY 543 FROM THE POST OFFICE AT
 KV1238'HOPE, WARREN COUNTY, 24.6 FEET SOUTHEAST OF THE CENTERLINE OF THE
 KV1238'HIGHWAY, 14.9 FEET SOUTH OF THE SOUTHWEST END OF THE HEADWALL OF A
 KV1238'24-INCH IRON CULVERT, 13.1 FEET SOUTH OF A BLAZED MAPLE TREE,
 KV1238'3.6 FEET SOUTHEAST OF A FENCE, AND ABOUT 1 FOOT LOWER THAN THE
 KV1238'HIGHWAY.
 KV1238
 KV1238                          STATION RECOVERY (1995)
 KV1238
 KV1238'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1295 ***********************************************************************
 KV1295  DESIGNATION -  Q 24
 KV1295  PID         -  KV1295
 KV1295  STATE/COUNTY-  NJ/MORRIS
 KV1295  USGS QUAD   -  CHESTER (1981)
 KV1295
 KV1295                         *CURRENT SURVEY CONTROL
 KV1295  ___________________________________________________________________
 KV1295* NAD 83(1986)-  40 50 39.     (N)    074 42 15.     (W)     SCALED    
 KV1295* NAVD 88     -       213.281  (meters)     699.74   (feet)  ADJUSTED  
 KV1295  ___________________________________________________________________
 KV1295  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV1295  DYNAMIC HT  -         213.182 (meters)     699.41  (feet)  COMP
 KV1295  MODELED GRAV-     980,155.9   (mgal)                       NAVD 88
 KV1295
 KV1295  VERT ORDER  -  SECOND    CLASS 0
 KV1295
 KV1295.The horizontal coordinates were scaled from a topographic map and have
 KV1295.an estimated accuracy of +/- 6 seconds.
 KV1295
 KV1295.The orthometric height was determined by differential leveling
 KV1295.and adjusted by the National Geodetic Survey in June 1991..
 KV1295
 KV1295.The geoid height was determined by GEOID03.
 KV1295
 KV1295.The dynamic height is computed by dividing the NAVD 88
 KV1295.geopotential number by the normal gravity value computed on the
 KV1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1295.degrees latitude (g = 980.6199 gals.).
 KV1295
 KV1295.The modeled gravity was interpolated from observed gravity values.
 KV1295
 KV1295;                    North         East    Units  Estimated Accuracy
 KV1295;SPC NJ       -   223,260.      132,780.      MT  (+/- 180 meters Scaled)
 KV1295
 KV1295                          SUPERSEDED SURVEY CONTROL
 KV1295
 KV1295  NGVD 29 (??/??/??)  213.501  (m)          700.46   (f) ADJUSTED    2 0
 KV1295
 KV1295.Superseded values are not recommended for survey control.
 KV1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1295.See file dsdata.txt to determine how the superseded data were derived.
 KV1295
 KV1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL249215(NAD 83)
 KV1295_MARKER: DB = BENCH MARK DISK
 KV1295_SETTING: 80 = SET IN A BOULDER
 KV1295_SP_SET: BOULDER
 KV1295_STAMPING: Q 24 1942
 KV1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1295+STABILITY: SURFACE MOTION
 KV1295
 KV1295  HISTORY     - Date     Condition        Report By
 KV1295  HISTORY     - 1942     MONUMENTED       CGS
 KV1295  HISTORY     - 1954     MARK NOT FOUND   CGS
 KV1295
 KV1295                          STATION DESCRIPTION
 KV1295
 KV1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1295'4.2 MI SE FROM NETCONG.
 KV1295'4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 31 FROM THE DELAWARE,
 KV1295'LACKAWANNA AND WESTERN RAILROAD STATION NETCONG, MORRIS COUNTY,
 KV1295'525 FEET NORTHEAST OF A GULF SERVICE STATION, 51.8 FEET NORTHWEST
 KV1295'OF THE CENTERLINE OF THE HIGHWAY, 11 FEET NORTHWEST OF A WIRE
 KV1295'FENCE PARALLELING THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY.
 KV1295
 KV1295                          STATION RECOVERY (1954)
 KV1295
 KV1295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KV1295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1352 ***********************************************************************
 KV1352  DESIGNATION -  Q 25
 KV1352  PID         -  KV1352
 KV1352  STATE/COUNTY-  NJ/SOMERSET
 KV1352  USGS QUAD   -  GLADSTONE (1995)
 KV1352
 KV1352                         *CURRENT SURVEY CONTROL
 KV1352  ___________________________________________________________________
 KV1352* NAD 83(1986)-  40 41 37.     (N)    074 43 08.     (W)     SCALED    
 KV1352* NAVD 88     -        53.513  (meters)     175.57   (feet)  ADJUSTED  
 KV1352  ___________________________________________________________________
 KV1352  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KV1352  DYNAMIC HT  -          53.490 (meters)     175.49  (feet)  COMP
 KV1352  MODELED GRAV-     980,181.7   (mgal)                       NAVD 88
 KV1352
 KV1352  VERT ORDER  -  SECOND    CLASS 0
 KV1352
 KV1352.The horizontal coordinates were scaled from a topographic map and have
 KV1352.an estimated accuracy of +/- 6 seconds.
 KV1352
 KV1352.The orthometric height was determined by differential leveling
 KV1352.and adjusted by the National Geodetic Survey in June 1991..
 KV1352
 KV1352.The geoid height was determined by GEOID03.
 KV1352
 KV1352.The dynamic height is computed by dividing the NAVD 88
 KV1352.geopotential number by the normal gravity value computed on the
 KV1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1352.degrees latitude (g = 980.6199 gals.).
 KV1352
 KV1352.The modeled gravity was interpolated from observed gravity values.
 KV1352
 KV1352;                    North         East    Units  Estimated Accuracy
 KV1352;SPC NJ       -   206,550.      131,500.      MT  (+/- 180 meters Scaled)
 KV1352
 KV1352                          SUPERSEDED SURVEY CONTROL
 KV1352
 KV1352  NGVD 29 (??/??/??)   53.754  (m)          176.36   (f) ADJUSTED    2 0
 KV1352
 KV1352.Superseded values are not recommended for survey control.
 KV1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1352.See file dsdata.txt to determine how the superseded data were derived.
 KV1352
 KV1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL237047(NAD 83)
 KV1352_MARKER: DB = BENCH MARK DISK
 KV1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1352_STAMPING: Q 25 1942
 KV1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1352+STABILITY: SURFACE MOTION
 KV1352
 KV1352  HISTORY     - Date     Condition        Report By
 KV1352  HISTORY     - 1942     MONUMENTED       CGS
 KV1352  HISTORY     - 19940507 MARK NOT FOUND   USPSQD
 KV1352
 KV1352                          STATION DESCRIPTION
 KV1352
 KV1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1352'1.6 MI S FROM POTTERSVILLE.
 KV1352'1.6 MILE SOUTH ALONG A MACADAM ROAD FROM THE POTTERSVILLE
 KV1352'REFORMED CHURCH AT POTTERSVILLE, SOMERSET COUNTY, 100 FEET WEST
 KV1352'ACROSS THE ROAD FROM SEVERAL OAK TREES, 35.8 FEET WEST OF A
 KV1352'28-INCH OAK TREE, 25.8 FEET NORTHWEST OF THE CENTERLINE OF THE
 KV1352'ROAD, 1.5 FEET SOUTH OF A WIRE FENCE PARALLELING THE ROAD,
 KV1352'1.5 FEET FROM A WHITE WOODEN WITNESS POST PAINTED USBM,
 KV1352'AND ABOUT LEVEL WITH THE ROAD.
 KV1352
 KV1352                          STATION RECOVERY (1994)
 KV1352
 KV1352'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0547 ***********************************************************************
 KV0547  DESIGNATION -  Q 26
 KV0547  PID         -  KV0547
 KV0547  STATE/COUNTY-  NJ/MIDDLESEX
 KV0547  USGS QUAD   -  PLAINFIELD (1995)
 KV0547
 KV0547                         *CURRENT SURVEY CONTROL
 KV0547  ___________________________________________________________________
 KV0547* NAD 83(1986)-  40 34 48.     (N)    074 28 40.     (W)     SCALED    
 KV0547* NAVD 88     -        14.621  (meters)      47.97   (feet)  ADJUSTED  
 KV0547  ___________________________________________________________________
 KV0547  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KV0547  DYNAMIC HT  -          14.615 (meters)      47.95  (feet)  COMP
 KV0547  MODELED GRAV-     980,188.6   (mgal)                       NAVD 88
 KV0547
 KV0547  VERT ORDER  -  FIRST     CLASS II
 KV0547
 KV0547.The horizontal coordinates were scaled from a topographic map and have
 KV0547.an estimated accuracy of +/- 6 seconds.
 KV0547
 KV0547.The orthometric height was determined by differential leveling
 KV0547.and adjusted by the National Geodetic Survey in June 1991..
 KV0547
 KV0547.The geoid height was determined by GEOID03.
 KV0547
 KV0547.The dynamic height is computed by dividing the NAVD 88
 KV0547.geopotential number by the normal gravity value computed on the
 KV0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0547.degrees latitude (g = 980.6199 gals.).
 KV0547
 KV0547.The modeled gravity was interpolated from observed gravity values.
 KV0547
 KV0547;                    North         East    Units  Estimated Accuracy
 KV0547;SPC NJ       -   193,910.      151,880.      MT  (+/- 180 meters Scaled)
 KV0547
 KV0547                          SUPERSEDED SURVEY CONTROL
 KV0547
 KV0547  NGVD 29 (01/10/92)   14.906  (m)           48.90   (f) ADJUSTED    1 2
 KV0547
 KV0547.Superseded values are not recommended for survey control.
 KV0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0547.See file dsdata.txt to determine how the superseded data were derived.
 KV0547
 KV0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK441922(NAD 83)
 KV0547_MARKER: DB = BENCH MARK DISK
 KV0547_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0547_SP_SET: BRIDGE
 KV0547_STAMPING: Q 26 1942
 KV0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0547
 KV0547  HISTORY     - Date     Condition        Report By
 KV0547  HISTORY     - 1942     MONUMENTED       CGS
 KV0547  HISTORY     - 1971     GOOD             USGS
 KV0547  HISTORY     - 1978     GOOD             NGS
 KV0547  HISTORY     - 1985     GOOD             LOCSUR
 KV0547
 KV0547                          STATION DESCRIPTION
 KV0547
 KV0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV0547'0.9 MI W FROM NEW MARKET.
 KV0547'0.9 MILE WEST ALONG THE LEHIGH VALLEY RAILROAD FROM THE STATION
 KV0547'AT NEW MARKET, MIDDLESEX COUNTY, 6 RAILS WEST OF MILEPOST 30, AT
 KV0547'A TAR-ROAD CROSSING, IN THE TOP OF THE SOUTH HEADWALL OF A STONE
 KV0547'BRIDGE, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 KV0547
 KV0547                          STATION RECOVERY (1971)
 KV0547
 KV0547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KV0547'RECOVERED IN GOOD CONDITION.
 KV0547
 KV0547                          STATION RECOVERY (1978)
 KV0547
 KV0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0547'RECOVERED IN GOOD CONDITION.
 KV0547
 KV0547                          STATION RECOVERY (1985)
 KV0547
 KV0547'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 KV0547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1374 ***********************************************************************
 KV1374  DESIGNATION -  Q 27
 KV1374  PID         -  KV1374
 KV1374  STATE/COUNTY-  NJ/HUNTERDON
 KV1374  USGS QUAD   -  PITTSTOWN (1970)
 KV1374
 KV1374                         *CURRENT SURVEY CONTROL
 KV1374  ___________________________________________________________________
 KV1374* NAD 83(1986)-  40 30 32.     (N)    074 56 17.     (W)     SCALED    
 KV1374* NAVD 88     -       151.881  (meters)     498.30   (feet)  ADJUSTED  
 KV1374  ___________________________________________________________________
 KV1374  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 KV1374  DYNAMIC HT  -         151.806 (meters)     498.05  (feet)  COMP
 KV1374  MODELED GRAV-     980,132.0   (mgal)                       NAVD 88
 KV1374
 KV1374  VERT ORDER  -  SECOND    CLASS 0
 KV1374
 KV1374.The horizontal coordinates were scaled from a topographic map and have
 KV1374.an estimated accuracy of +/- 6 seconds.
 KV1374
 KV1374.The orthometric height was determined by differential leveling
 KV1374.and adjusted by the National Geodetic Survey in June 1991..
 KV1374
 KV1374.The geoid height was determined by GEOID03.
 KV1374
 KV1374.The dynamic height is computed by dividing the NAVD 88
 KV1374.geopotential number by the normal gravity value computed on the
 KV1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1374.degrees latitude (g = 980.6199 gals.).
 KV1374
 KV1374.The modeled gravity was interpolated from observed gravity values.
 KV1374
 KV1374;                    North         East    Units  Estimated Accuracy
 KV1374;SPC NJ       -   186,110.      112,880.      MT  (+/- 180 meters Scaled)
 KV1374
 KV1374                          SUPERSEDED SURVEY CONTROL
 KV1374
 KV1374  NGVD 29 (??/??/??)  152.129  (m)          499.11   (f) ADJUSTED    2 0
 KV1374
 KV1374.Superseded values are not recommended for survey control.
 KV1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1374.See file dsdata.txt to determine how the superseded data were derived.
 KV1374
 KV1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK052842(NAD 83)
 KV1374_MARKER: DB = BENCH MARK DISK
 KV1374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1374_SP_SET: BRIDGE WALL
 KV1374_STAMPING: Q 27 1942
 KV1374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1374
 KV1374  HISTORY     - Date     Condition        Report By
 KV1374  HISTORY     - 1942     MONUMENTED       CGS
 KV1374  HISTORY     - 1956     GOOD             CGS
 KV1374  HISTORY     - 19950909 GOOD             USPSQD
 KV1374
 KV1374                          STATION DESCRIPTION
 KV1374
 KV1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1374'4.4 MI W FROM FLEMINGTON.
 KV1374'0.1 MILE SOUTH ALONG MAIN STREET FROM THE COUNTY COURTHOUSE AT
 KV1374'FLEMINGTON, THENCE 0.7 MILE WEST ALONG MINE STREET, THENCE 3.6
 KV1374'MILES WEST ALONG STATE HIGHWAY 12, ON TOP OF THE SOUTHWEST
 KV1374'CONCRETE WING WALL OF A CONCRETE BRIDGE OVER WICKECHEOKE CREEK,
 KV1374'24 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1-FOOT
 KV1374'LOWER THAN THE HIGHWAY.
 KV1374
 KV1374                          STATION RECOVERY (1995)
 KV1374
 KV1374'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1202 ***********************************************************************
 KV1202  DESIGNATION -  Q 28
 KV1202  PID         -  KV1202
 KV1202  STATE/COUNTY-  NJ/HUNTERDON
 KV1202  USGS QUAD   -  HIGH BRIDGE (1970)
 KV1202
 KV1202                         *CURRENT SURVEY CONTROL
 KV1202  ___________________________________________________________________
 KV1202* NAD 83(1986)-  40 40 01.     (N)    074 53 45.     (W)     SCALED    
 KV1202* NAVD 88     -       101.044  (meters)     331.51   (feet)  ADJUSTED  
 KV1202  ___________________________________________________________________
 KV1202  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KV1202  DYNAMIC HT  -         100.998 (meters)     331.36  (feet)  COMP
 KV1202  MODELED GRAV-     980,169.1   (mgal)                       NAVD 88
 KV1202
 KV1202  VERT ORDER  -  FIRST     CLASS II
 KV1202
 KV1202.The horizontal coordinates were scaled from a topographic map and have
 KV1202.an estimated accuracy of +/- 6 seconds.
 KV1202
 KV1202.The orthometric height was determined by differential leveling
 KV1202.and adjusted by the National Geodetic Survey in June 1991..
 KV1202
 KV1202.The geoid height was determined by GEOID03.
 KV1202
 KV1202.The dynamic height is computed by dividing the NAVD 88
 KV1202.geopotential number by the normal gravity value computed on the
 KV1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1202.degrees latitude (g = 980.6199 gals.).
 KV1202
 KV1202.The modeled gravity was interpolated from observed gravity values.
 KV1202
 KV1202;                    North         East    Units  Estimated Accuracy
 KV1202;SPC NJ       -   203,640.      116,530.      MT  (+/- 180 meters Scaled)
 KV1202
 KV1202                          SUPERSEDED SURVEY CONTROL
 KV1202
 KV1202  NGVD 29 (??/??/??)  101.284  (m)          332.30   (f) ADJUSTED    1 2
 KV1202
 KV1202.Superseded values are not recommended for survey control.
 KV1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1202.See file dsdata.txt to determine how the superseded data were derived.
 KV1202
 KV1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL088017(NAD 83)
 KV1202_MARKER: DB = BENCH MARK DISK
 KV1202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1202_SP_SET: OVERPASS HEADWALL
 KV1202_STAMPING: Q 28 1942
 KV1202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1202
 KV1202  HISTORY     - Date     Condition        Report By
 KV1202  HISTORY     - 1942     MONUMENTED       CGS
 KV1202  HISTORY     - 1989     POOR             USPSQD
 KV1202  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV1202
 KV1202                          STATION DESCRIPTION
 KV1202
 KV1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1202'AT HIGH BRIDGE.
 KV1202'AT HIGH BRIDGE, HUNTERDON COUNTY, ON THE CENTRAL RAILROAD OF
 KV1202'NEW JERSEY, 100 FEET NORTHEAST ACROSS THE TRACKS FROM THE
 KV1202'STATION, AT A LARGE CONCRETE BRIDGE OVER STATE HIGHWAY 507,
 KV1202'IN THE TOP OF THE SOUTHEAST END OF THE HEADWALL, AND ABOUT 1
 KV1202'FOOT HIGHER THAN THE TRACK.
 KV1202
 KV1202                          STATION RECOVERY (1989)
 KV1202
 KV1202'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBD)
 KV1202'MARK RECOVERED IN POOR CONDITION.
 KV1202
 KV1202                          STATION RECOVERY (2001)
 KV1202
 KV1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1202'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0556 ***********************************************************************
 JU0556  DESIGNATION -  Q 3
 JU0556  PID         -  JU0556
 JU0556  STATE/COUNTY-  NJ/CAMDEN
 JU0556  USGS QUAD   -  HAMMONTON (1981)
 JU0556
 JU0556                         *CURRENT SURVEY CONTROL
 JU0556  ___________________________________________________________________
 JU0556* NAD 83(1986)-  39 39 49.     (N)    074 50 58.     (W)     SCALED    
 JU0556* NAVD 88     -        31.322  (meters)     102.76   (feet)  ADJUSTED  
 JU0556  ___________________________________________________________________
 JU0556  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JU0556  DYNAMIC HT  -          31.307 (meters)     102.71  (feet)  COMP
 JU0556  MODELED GRAV-     980,131.7   (mgal)                       NAVD 88
 JU0556
 JU0556  VERT ORDER  -  FIRST     CLASS I
 JU0556
 JU0556.The horizontal coordinates were scaled from a topographic map and have
 JU0556.an estimated accuracy of +/- 6 seconds.
 JU0556
 JU0556.The orthometric height was determined by differential leveling
 JU0556.and adjusted by the National Geodetic Survey in June 1991..
 JU0556
 JU0556.The geoid height was determined by GEOID03.
 JU0556
 JU0556.The dynamic height is computed by dividing the NAVD 88
 JU0556.geopotential number by the normal gravity value computed on the
 JU0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0556.degrees latitude (g = 980.6199 gals.).
 JU0556
 JU0556.The modeled gravity was interpolated from observed gravity values.
 JU0556
 JU0556;                    North         East    Units  Estimated Accuracy
 JU0556;SPC NJ       -    92,230.      120,020.      MT  (+/- 180 meters Scaled)
 JU0556
 JU0556                          SUPERSEDED SURVEY CONTROL
 JU0556
 JU0556  NGVD 29 (??/??/??)   31.690  (m)          103.97   (f) ADJUSTED    1 1
 JU0556
 JU0556.Superseded values are not recommended for survey control.
 JU0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0556.See file dsdata.txt to determine how the superseded data were derived.
 JU0556
 JU0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ129904(NAD 83)
 JU0556_MARKER: DB = BENCH MARK DISK
 JU0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0556_STAMPING: 103.970 Q-3 1924
 JU0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0556+STABILITY: SURFACE MOTION
 JU0556
 JU0556  HISTORY     - Date     Condition        Report By
 JU0556  HISTORY     - 1924     MONUMENTED       CGS
 JU0556  HISTORY     - 1963     GOOD             CGS
 JU0556  HISTORY     - 1983     GOOD             LOCSUR
 JU0556
 JU0556                          STATION DESCRIPTION
 JU0556
 JU0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0556'AT WINSLOW JUNCTION.
 JU0556'ALONG THE PENNSYLVANIA-READING SEASHORE LINES, AT THE OVERPASS
 JU0556'OVER THE CENTRAL RAILROAD OF NEW JERSEY (SOUTHWESTERN MOST ONE OF
 JU0556'TWO OVERPASSES), AT THE SOUTHEAST ABUTMENT OF THE OVERPASS, 5.5
 JU0556'FEET NORTHEAST OF NORTH CORNER OF THE ABUTMENT, 48 FEET SOUTHEAST
 JU0556'OF THE EAST CORNER OF THE CENTER SUPPORT FOUNDATION, 80 FEET
 JU0556'SOUTHWEST OF SOUTHWEST CORNER OF THE STATION, 1 FOOT SOUTHEAST OF
 JU0556'A STEEL WITNESS POST, 28 FEET BELOW LEVEL OF THE P.-R. S.L. TRACK,
 JU0556'AND SET IN THE TOP OF A CONCRETE POST 2 FEET BELOW SURFACE OF
 JU0556'GROUND.
 JU0556
 JU0556                          STATION RECOVERY (1983)
 JU0556
 JU0556'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JU0556'3' SOUTHEAST OF WITNESS POST, BM IS MEASURES 16' BELOW RR TRACK. IT
 JU0556'WAS BURIED IN GROUND 2' BELOW EXISTING GRADE. WE DUG IN GENERAL AREA
 JU0556'UNTIL IT WAS EXPOSED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0781 ***********************************************************************
 LY0781  DESIGNATION -  Q 30
 LY0781  PID         -  LY0781
 LY0781  STATE/COUNTY-  NJ/SUSSEX
 LY0781  USGS QUAD   -  CULVERS GAP (1997)
 LY0781
 LY0781                         *CURRENT SURVEY CONTROL
 LY0781  ___________________________________________________________________
 LY0781* NAD 83(1986)-  41 08 31.     (N)    074 46 01.     (W)     SCALED    
 LY0781* NAVD 88     -       256.652  (meters)     842.03   (feet)  ADJUSTED  
 LY0781  ___________________________________________________________________
 LY0781  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 LY0781  DYNAMIC HT  -         256.540 (meters)     841.66  (feet)  COMP
 LY0781  MODELED GRAV-     980,182.5   (mgal)                       NAVD 88
 LY0781
 LY0781  VERT ORDER  -  SECOND    CLASS 0
 LY0781
 LY0781.The horizontal coordinates were scaled from a topographic map and have
 LY0781.an estimated accuracy of +/- 6 seconds.
 LY0781
 LY0781.The orthometric height was determined by differential leveling
 LY0781.and adjusted by the National Geodetic Survey in June 1991..
 LY0781
 LY0781.The geoid height was determined by GEOID03.
 LY0781
 LY0781.The dynamic height is computed by dividing the NAVD 88
 LY0781.geopotential number by the normal gravity value computed on the
 LY0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0781.degrees latitude (g = 980.6199 gals.).
 LY0781
 LY0781.The modeled gravity was interpolated from observed gravity values.
 LY0781
 LY0781;                    North         East    Units  Estimated Accuracy
 LY0781;SPC NJ       -   256,340.      127,590.      MT  (+/- 180 meters Scaled)
 LY0781
 LY0781                          SUPERSEDED SURVEY CONTROL
 LY0781
 LY0781  NGVD 29 (??/??/92)  256.847  (m)          842.67   (f) ADJ UNCH    2 0
 LY0781
 LY0781.Superseded values are not recommended for survey control.
 LY0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0781.See file dsdata.txt to determine how the superseded data were derived.
 LY0781
 LY0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL195545(NAD 83)
 LY0781_MARKER: DB = BENCH MARK DISK
 LY0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0781_STAMPING: Q 30 1942
 LY0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0781+STABILITY: SURFACE MOTION
 LY0781
 LY0781  HISTORY     - Date     Condition        Report By
 LY0781  HISTORY     - 1942     MONUMENTED       CGS
 LY0781  HISTORY     - 19950112 MARK NOT FOUND   NJGS
 LY0781
 LY0781                          STATION DESCRIPTION
 LY0781
 LY0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0781'1.9 MI SW FROM BRANCHVILLE.
 LY0781'1.3 MILES NORTHWEST ALONG STATE HIGHWAY NO. S 31 FROM THE HIGHWAY
 LY0781'BRIDGE OVER THE D. L. AND W. RAILROAD ON THE SOUTH EDGE OF
 LY0781'BRANCHVILLE, THENCE 0.6 MILE SOUTH ALONG A GRAVEL ROAD, AT A
 LY0781'Y INTERSECTION OF GRAVEL ROADS, 28 FEET NORTHWEST OF THE CENTER
 LY0781'LINE OF THE ROADS AT THE POINT OF INTERSECTION, 7.7 FEET
 LY0781'SOUTHWEST OF A NORTHWEST-SOUTHEAST FENCE, 9.5 FEET NORTHWEST
 LY0781'OF A RIGHT-OF-WAY FENCE, AND 1.5 FEET SOUTHEAST OF A STANDARD
 LY0781'REFERENCE POST.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 LY0781'POST.
 LY0781
 LY0781                          STATION RECOVERY (1995)
 LY0781
 LY0781'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0781'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 LY0781'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0487 ***********************************************************************
 LY0487  DESIGNATION -  Q 31
 LY0487  PID         -  LY0487
 LY0487  STATE/COUNTY-  NJ/PASSAIC
 LY0487  USGS QUAD   -  WAWAYANDA (1994)
 LY0487
 LY0487                         *CURRENT SURVEY CONTROL
 LY0487  ___________________________________________________________________
 LY0487* NAD 83(1986)-  41 09 47.     (N)    074 23 25.     (W)     SCALED    
 LY0487* NAVD 88     -       335.484  (meters)    1100.67   (feet)  ADJUSTED  
 LY0487  ___________________________________________________________________
 LY0487  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LY0487  DYNAMIC HT  -         335.334 (meters)    1100.17  (feet)  COMP
 LY0487  MODELED GRAV-     980,166.9   (mgal)                       NAVD 88
 LY0487
 LY0487  VERT ORDER  -  SECOND    CLASS 0
 LY0487
 LY0487.The horizontal coordinates were scaled from a topographic map and have
 LY0487.an estimated accuracy of +/- 6 seconds.
 LY0487
 LY0487.The orthometric height was determined by differential leveling
 LY0487.and adjusted by the National Geodetic Survey in June 1991..
 LY0487
 LY0487.The geoid height was determined by GEOID03.
 LY0487
 LY0487.The dynamic height is computed by dividing the NAVD 88
 LY0487.geopotential number by the normal gravity value computed on the
 LY0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0487.degrees latitude (g = 980.6199 gals.).
 LY0487
 LY0487.The modeled gravity was interpolated from observed gravity values.
 LY0487
 LY0487;                    North         East    Units  Estimated Accuracy
 LY0487;SPC NJ       -   258,660.      159,210.      MT  (+/- 180 meters Scaled)
 LY0487
 LY0487                          SUPERSEDED SURVEY CONTROL
 LY0487
 LY0487  NGVD 29 (??/??/92)  335.695  (m)         1101.36   (f) ADJ UNCH    2 0
 LY0487
 LY0487.Superseded values are not recommended for survey control.
 LY0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0487.See file dsdata.txt to determine how the superseded data were derived.
 LY0487
 LY0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL511570(NAD 83)
 LY0487_MARKER: DB = BENCH MARK DISK
 LY0487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0487_SP_SET: BRIDGE
 LY0487_STAMPING: Q 31 1942
 LY0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0487
 LY0487  HISTORY     - Date     Condition        Report By
 LY0487  HISTORY     - 1942     MONUMENTED       CGS
 LY0487  HISTORY     - 1979     MARK NOT FOUND   NGS
 LY0487  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 LY0487
 LY0487                          STATION DESCRIPTION
 LY0487
 LY0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0487'3.1 MI W FROM BROWNS.
 LY0487'3.1 MILES WEST ALONG A SURFACED ROAD FROM THE POST OFFICE AT
 LY0487'BROWNS, PASSAIC COUNTY, AT THE SOUTH END OF UPPER GREENWOOD
 LY0487'LAKE, 63 FEET NORTH OF POLE BD-78, AT A CONCRETE BRIDGE, IN THE
 LY0487'SOUTHEAST WING WALL, AND 14 FEET NORTHEAST OF THE CENTERLINE
 LY0487'OF THE ROAD.
 LY0487
 LY0487                          STATION RECOVERY (1979)
 LY0487
 LY0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0487'CONSIDERED DESTROYED AS WING WALLS ARE GONE FROM DETERIOATION OVER
 LY0487'THE YEARS.
 LY0487
 LY0487                          STATION RECOVERY (1984)
 LY0487
 LY0487'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LY0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0843 ***********************************************************************
 LY0843  DESIGNATION -  Q 32
 LY0843  PID         -  LY0843
 LY0843  STATE/COUNTY-  NJ/SUSSEX
 LY0843  USGS QUAD   -  HAMBURG (1976)
 LY0843
 LY0843                         *CURRENT SURVEY CONTROL
 LY0843  ___________________________________________________________________
 LY0843* NAD 83(1986)-  41 11 42.     (N)    074 30 39.     (W)     SCALED    
 LY0843* NAVD 88     -       123.149  (meters)     404.03   (feet)  ADJUSTED  
 LY0843  ___________________________________________________________________
 LY0843  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 LY0843  DYNAMIC HT  -         123.097 (meters)     403.86  (feet)  COMP
 LY0843  MODELED GRAV-     980,198.8   (mgal)                       NAVD 88
 LY0843
 LY0843  VERT ORDER  -  SECOND    CLASS 0
 LY0843
 LY0843.The horizontal coordinates were scaled from a topographic map and have
 LY0843.an estimated accuracy of +/- 6 seconds.
 LY0843
 LY0843.The orthometric height was determined by differential leveling
 LY0843.and adjusted by the National Geodetic Survey in June 1991..
 LY0843
 LY0843.The geoid height was determined by GEOID03.
 LY0843
 LY0843.The dynamic height is computed by dividing the NAVD 88
 LY0843.geopotential number by the normal gravity value computed on the
 LY0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0843.degrees latitude (g = 980.6199 gals.).
 LY0843
 LY0843.The modeled gravity was interpolated from observed gravity values.
 LY0843
 LY0843;                    North         East    Units  Estimated Accuracy
 LY0843;SPC NJ       -   262,200.      149,090.      MT  (+/- 180 meters Scaled)
 LY0843
 LY0843                          SUPERSEDED SURVEY CONTROL
 LY0843
 LY0843  NGVD 29 (??/??/92)  123.359  (m)          404.72   (f) ADJ UNCH    2 0
 LY0843
 LY0843.Superseded values are not recommended for survey control.
 LY0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0843.See file dsdata.txt to determine how the superseded data were derived.
 LY0843
 LY0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL410605(NAD 83)
 LY0843_MARKER: DB = BENCH MARK DISK
 LY0843_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0843_SP_SET: BRIDGE WALL
 LY0843_STAMPING: Q 32 1942
 LY0843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY0843+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2002
 LY0843
 LY0843  HISTORY     - Date     Condition        Report By
 LY0843  HISTORY     - 1942     MONUMENTED       CGS
 LY0843  HISTORY     - 1985     GOOD             USPSQD
 LY0843  HISTORY     - 20021105 GOOD             AASCO
 LY0843
 LY0843                          STATION DESCRIPTION
 LY0843
 LY0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0843'1.4 MI SW FROM VERNON.
 LY0843'1.4 MILE SOUTHWEST ALONG THE LEHIGH AND HUDSON RIVER RAILWAY
 LY0843'FROM THE STATION AT VERNON, SUSSEX COUNTY, AT THE SAND HILL
 LY0843'CROSSING, 87 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AT A
 LY0843'CONCRETE HIGHWAY BRIDGE, IN THE NORTHWEST WING WALL, AND 17 FEET
 LY0843'WEST OF THE CENTERLINE OF THE ROAD.
 LY0843
 LY0843                          STATION RECOVERY (1985)
 LY0843
 LY0843'RECOVERY NOTE BY US POWER SQUADRON 1985
 LY0843'THE LEHIGH AND HUDSON RIVER RAILROAD HAS CEASED OPERATIONS.
 LY0843
 LY0843                          STATION RECOVERY (2002)
 LY0843
 LY0843'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (CAS)
 LY0843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0821 ***********************************************************************
 LY0821  DESIGNATION -  Q 34
 LY0821  PID         -  LY0821
 LY0821  STATE/COUNTY-  NJ/SUSSEX
 LY0821  USGS QUAD   -  BRANCHVILLE (1995)
 LY0821
 LY0821                         *CURRENT SURVEY CONTROL
 LY0821  ___________________________________________________________________
 LY0821* NAD 83(1986)-  41 13 33.     (N)    074 42 37.     (W)     SCALED    
 LY0821* NAVD 88     -       432.505  (meters)    1418.98   (feet)  ADJUSTED  
 LY0821  ___________________________________________________________________
 LY0821  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 LY0821  DYNAMIC HT  -         432.309 (meters)    1418.33  (feet)  COMP
 LY0821  MODELED GRAV-     980,157.6   (mgal)                       NAVD 88
 LY0821
 LY0821  VERT ORDER  -  SECOND    CLASS 0
 LY0821
 LY0821.The horizontal coordinates were scaled from a topographic map and have
 LY0821.an estimated accuracy of +/- 6 seconds.
 LY0821
 LY0821.The orthometric height was determined by differential leveling
 LY0821.and adjusted by the National Geodetic Survey in June 1991..
 LY0821
 LY0821.The geoid height was determined by GEOID03.
 LY0821
 LY0821.The dynamic height is computed by dividing the NAVD 88
 LY0821.geopotential number by the normal gravity value computed on the
 LY0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0821.degrees latitude (g = 980.6199 gals.).
 LY0821
 LY0821.The modeled gravity was interpolated from observed gravity values.
 LY0821
 LY0821;                    North         East    Units  Estimated Accuracy
 LY0821;SPC NJ       -   265,650.      132,370.      MT  (+/- 180 meters Scaled)
 LY0821
 LY0821                          SUPERSEDED SURVEY CONTROL
 LY0821
 LY0821  NGVD 29 (??/??/92)  432.683  (m)         1419.56   (f) ADJ UNCH    2 0
 LY0821
 LY0821.Superseded values are not recommended for survey control.
 LY0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0821.See file dsdata.txt to determine how the superseded data were derived.
 LY0821
 LY0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL242638(NAD 83)
 LY0821_MARKER: DB = BENCH MARK DISK
 LY0821_SETTING: 80 = SET IN A BOULDER
 LY0821_SP_SET: BOULDER
 LY0821_STAMPING: Q 34 1942
 LY0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0821+STABILITY: SURFACE MOTION
 LY0821
 LY0821  HISTORY     - Date     Condition        Report By
 LY0821  HISTORY     - 1942     MONUMENTED       CGS
 LY0821  HISTORY     - 20060702 MARK NOT FOUND   GEOCAC
 LY0821
 LY0821                          STATION DESCRIPTION
 LY0821
 LY0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0821'6.6 MI SW FROM COLESVILLE.
 LY0821'4.2 MILES SOUTHWEST ALONG THE COLESVILLE TO BEEMERVILLE GRAVEL
 LY0821'ROAD FROM THE POST OFFICE AT COLESVILLE, THENCE 1.7 MILES
 LY0821'SOUTHWEST ALONG A NARROW GRAVEL ROAD, THENCE 0.7 MILE NORTHWEST
 LY0821'ALONG AN OLD ABANDONED ROAD, AT THE END OF THIS OLD ROAD AND
 LY0821'THE BEGINNING OF CRIGGER ROAD, AT THE APPALACHIAN TRAIL CROSSING,
 LY0821'30 FEET WEST OF THE CENTER LINE OF CRIGGER ROAD, AND 8 FEET
 LY0821'NORTHWEST OF THE CENTER LINE OF THE APPALACHIAN TRAIL.  A
 LY0821'STANDARD DISK, SET IN THE TOP OF AN OUTCROPPING BOULDER.
 LY0821
 LY0821                          STATION RECOVERY (2006)
 LY0821
 LY0821'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0821'TWO MEN SEARCHED FOR AN HOUR, BUT WERE UNABLT TO LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0813 ***********************************************************************
 LY0813  DESIGNATION -  Q 35
 LY0813  PID         -  LY0813
 LY0813  STATE/COUNTY-  NJ/SUSSEX
 LY0813  USGS QUAD   -  NEWTON EAST (1971)
 LY0813
 LY0813                         *CURRENT SURVEY CONTROL
 LY0813  ___________________________________________________________________
 LY0813* NAD 83(1986)-  41 04 37.     (N)    074 41 43.     (W)     SCALED    
 LY0813* NAVD 88     -       170.879  (meters)     560.63   (feet)  ADJUSTED  
 LY0813  ___________________________________________________________________
 LY0813  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LY0813  DYNAMIC HT  -         170.804 (meters)     560.38  (feet)  COMP
 LY0813  MODELED GRAV-     980,186.0   (mgal)                       NAVD 88
 LY0813
 LY0813  VERT ORDER  -  SECOND    CLASS 0
 LY0813
 LY0813.The horizontal coordinates were scaled from a topographic map and have
 LY0813.an estimated accuracy of +/- 6 seconds.
 LY0813
 LY0813.The orthometric height was determined by differential leveling
 LY0813.and adjusted by the National Geodetic Survey in June 1991..
 LY0813
 LY0813.The geoid height was determined by GEOID03.
 LY0813
 LY0813.The dynamic height is computed by dividing the NAVD 88
 LY0813.geopotential number by the normal gravity value computed on the
 LY0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0813.degrees latitude (g = 980.6199 gals.).
 LY0813
 LY0813.The modeled gravity was interpolated from observed gravity values.
 LY0813
 LY0813;                    North         East    Units  Estimated Accuracy
 LY0813;SPC NJ       -   249,110.      133,590.      MT  (+/- 180 meters Scaled)
 LY0813
 LY0813                          SUPERSEDED SURVEY CONTROL
 LY0813
 LY0813  NGVD 29 (??/??/92)  171.080  (m)          561.28   (f) ADJ UNCH    2 0
 LY0813
 LY0813.Superseded values are not recommended for survey control.
 LY0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0813.See file dsdata.txt to determine how the superseded data were derived.
 LY0813
 LY0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL255473(NAD 83)
 LY0813_MARKER: DB = BENCH MARK DISK
 LY0813_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0813_SP_SET: ABUTMENT
 LY0813_STAMPING: Q 35 1942
 LY0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0813
 LY0813  HISTORY     - Date     Condition        Report By
 LY0813  HISTORY     - 1942     MONUMENTED       CGS
 LY0813  HISTORY     - 20060218 MARK NOT FOUND   GEOCAC
 LY0813
 LY0813                          STATION DESCRIPTION
 LY0813
 LY0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0813'1.5 MI S FROM LAFAYETTE.
 LY0813'1.0 MILE SOUTHWEST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 LY0813'RAILROAD FROM THE STATION AT LAFAYETTE, THENCE 0.5 MILE SOUTHEAST
 LY0813'ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN RAILROAD, 5 RAILS
 LY0813'NORTH OF A GRAVEL ROAD CROSSING, ABOUT 50 FEET EAST OF BRIDGE
 LY0813'NO. 64.49, AT A BRIDGE WHICH WAS ABANDONED BY THE D.L. AND W.
 LY0813'RAILROAD.  A STANDARD DISK, SET IN THE TOP OF THE WEST END OF
 LY0813'THE SOUTH ABUTMENT.
 LY0813
 LY0813                          STATION RECOVERY (2006)
 LY0813
 LY0813'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0813'THE ABANDONED BRIDGE WAS EASY TO FIND.  THERE IS NO DISK ON THE SOUTH
 LY0813'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0758 ***********************************************************************
 KV0758  DESIGNATION -  Q 36
 KV0758  PID         -  KV0758
 KV0758  STATE/COUNTY-  NJ/MONMOUTH
 KV0758  USGS QUAD   -  KEYPORT (1977)
 KV0758
 KV0758                         *CURRENT SURVEY CONTROL
 KV0758  ___________________________________________________________________
 KV0758* NAD 83(1986)-  40 25 46.     (N)    074 11 11.     (W)     SCALED    
 KV0758* NAVD 88     -         9.990  (meters)      32.78   (feet)  ADJUSTED  
 KV0758  ___________________________________________________________________
 KV0758  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV0758  DYNAMIC HT  -           9.986 (meters)      32.76  (feet)  COMP
 KV0758  MODELED GRAV-     980,222.6   (mgal)                       NAVD 88
 KV0758
 KV0758  VERT ORDER  -  FIRST     CLASS II
 KV0758
 KV0758.The horizontal coordinates were scaled from a topographic map and have
 KV0758.an estimated accuracy of +/- 6 seconds.
 KV0758
 KV0758.The orthometric height was determined by differential leveling
 KV0758.and adjusted by the National Geodetic Survey in June 1991..
 KV0758
 KV0758.The geoid height was determined by GEOID03.
 KV0758
 KV0758.The dynamic height is computed by dividing the NAVD 88
 KV0758.geopotential number by the normal gravity value computed on the
 KV0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0758.degrees latitude (g = 980.6199 gals.).
 KV0758
 KV0758.The modeled gravity was interpolated from observed gravity values.
 KV0758
 KV0758;                    North         East    Units  Estimated Accuracy
 KV0758;SPC NJ       -   177,240.      176,610.      MT  (+/- 180 meters Scaled)
 KV0758
 KV0758                          SUPERSEDED SURVEY CONTROL
 KV0758
 KV0758  NGVD 29 (04/16/92)   10.210  (m)           33.50   (f) ADJUSTED    1 2
 KV0758
 KV0758.Superseded values are not recommended for survey control.
 KV0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0758.See file dsdata.txt to determine how the superseded data were derived.
 KV0758
 KV0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK690757(NAD 83)
 KV0758_MARKER: DB = BENCH MARK DISK
 KV0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0758_STAMPING: Q 36 1952
 KV0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0758+STABILITY: SURFACE MOTION
 KV0758
 KV0758  HISTORY     - Date     Condition        Report By
 KV0758  HISTORY     - 1952     MONUMENTED       CGS
 KV0758  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KV0758
 KV0758                          STATION DESCRIPTION
 KV0758
 KV0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0758'AT KEYPORT.
 KV0758'AT KEYPORT, IN THE SOUTHEAST PART OF TOWN, AT THE WILLING AIRPORT,
 KV0758'ABOUT 0.1 MILE SOUTH OF STATE HIGHWAY 36, AT THE WEST CORNER OF A
 KV0758'HANGAR WITH STONE SIDING (THE SOUTHEAST ONE OF TWO HANGERS,
 KV0758'2 1/2 FEET SOUTHWEST OF WEST CORNER OF HANGAR AND IS IN LINE WITH
 KV0758'THE EXTENDED NORTHWEST FACE OF HANGAR AND SET IN THE TOP OF A
 KV0758'CONCRETE POST ABOUT FLUSH WITH GROUND.
 KV0758
 KV0758                          STATION RECOVERY (1986)
 KV0758
 KV0758'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0759 ***********************************************************************
 KV0759  DESIGNATION -  Q 36 RESET 1956
 KV0759  PID         -  KV0759
 KV0759  STATE/COUNTY-  NJ/MONMOUTH
 KV0759  USGS QUAD   -  KEYPORT (1977)
 KV0759
 KV0759                         *CURRENT SURVEY CONTROL
 KV0759  ___________________________________________________________________
 KV0759* NAD 83(1986)-  40 25 46.     (N)    074 11 11.     (W)     SCALED    
 KV0759* NAVD 88     -         9.41   (meters)      30.9    (feet)  RESET     
 KV0759  ___________________________________________________________________
 KV0759  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV0759
 KV0759  VERT ORDER  -  THIRD
 KV0759
 KV0759.The horizontal coordinates were scaled from a topographic map and have
 KV0759.an estimated accuracy of +/- 6 seconds.
 KV0759
 KV0759.The orthometric height was computed from unverified reset data.
 KV0759
 KV0759.The geoid height was determined by GEOID03.
 KV0759
 KV0759;                    North         East    Units  Estimated Accuracy
 KV0759;SPC NJ       -   177,240.      176,610.      MT  (+/- 180 meters Scaled)
 KV0759
 KV0759                          SUPERSEDED SURVEY CONTROL
 KV0759
 KV0759  NGVD 29 (??/??/??)    9.77   (m)           32.1    (f) RESET       3  
 KV0759
 KV0759.Superseded values are not recommended for survey control.
 KV0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0759.See file dsdata.txt to determine how the superseded data were derived.
 KV0759
 KV0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK690757(NAD 83)
 KV0759_MARKER: DB = BENCH MARK DISK
 KV0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0759_STAMPING: Q 36 RESET 1956
 KV0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0759+STABILITY: SURFACE MOTION
 KV0759
 KV0759  HISTORY     - Date     Condition        Report By
 KV0759  HISTORY     - 1956     MONUMENTED       CGS
 KV0759  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0759
 KV0759                          STATION DESCRIPTION
 KV0759
 KV0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0759'AT KEYPORT.
 KV0759'AT KEYPORT, MONMOUTH COUNTY, IN THE SOUTHEAST PART OF TOWN, 0.1
 KV0759'MILE SOUTH OF STATE HIGHWAY 36 ON THE EAST SIDE OF MIDDLE ROAD,
 KV0759'15 FEET EAST OF THE CENTERLINE OF MIDDLE ROAD, 2 FEET WEST OF
 KV0759'POWER LINE POLE NO. 16 AND ON PROPERTY OWNED BY THE RARITAN
 KV0759'AIRPORT VILLAGE INC.  A STANDARD DISK, STAMPED Q 36 RESET 1956
 KV0759'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 KV0759'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0456 ***********************************************************************
 KV0456  DESIGNATION -  Q 37
 KV0456  PID         -  KV0456
 KV0456  STATE/COUNTY-  NJ/UNION
 KV0456  USGS QUAD   -  ELIZABETH (1995)
 KV0456
 KV0456                         *CURRENT SURVEY CONTROL
 KV0456  ___________________________________________________________________
 KV0456* NAD 83(1986)-  40 38 30.     (N)    074 12 24.     (W)     SCALED    
 KV0456* NAVD 88     -         8.872  (meters)      29.11   (feet)  ADJUSTED  
 KV0456  ___________________________________________________________________
 KV0456  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV0456  DYNAMIC HT  -           8.868 (meters)      29.09  (feet)  COMP
 KV0456  MODELED GRAV-     980,220.5   (mgal)                       NAVD 88
 KV0456
 KV0456  VERT ORDER  -  FIRST     CLASS II
 KV0456
 KV0456.The horizontal coordinates were scaled from a topographic map and have
 KV0456.an estimated accuracy of +/- 6 seconds.
 KV0456
 KV0456.The orthometric height was determined by differential leveling
 KV0456.and adjusted by the National Geodetic Survey in June 1991..
 KV0456
 KV0456.The geoid height was determined by GEOID03.
 KV0456
 KV0456.The dynamic height is computed by dividing the NAVD 88
 KV0456.geopotential number by the normal gravity value computed on the
 KV0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0456.degrees latitude (g = 980.6199 gals.).
 KV0456
 KV0456.The modeled gravity was interpolated from observed gravity values.
 KV0456
 KV0456;                    North         East    Units  Estimated Accuracy
 KV0456;SPC NJ       -   200,800.      174,810.      MT  (+/- 180 meters Scaled)
 KV0456
 KV0456                          SUPERSEDED SURVEY CONTROL
 KV0456
 KV0456  NGVD 29 (04/16/92)    9.203  (m)           30.19   (f) ADJUSTED    1 2
 KV0456
 KV0456.Superseded values are not recommended for survey control.
 KV0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0456.See file dsdata.txt to determine how the superseded data were derived.
 KV0456
 KV0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK670992(NAD 83)
 KV0456_MARKER: DB = BENCH MARK DISK
 KV0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0456_SP_SET: PEDESTRIAN WALK
 KV0456_STAMPING: Q 37 1952
 KV0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0456
 KV0456  HISTORY     - Date     Condition        Report By
 KV0456  HISTORY     - 1952     MONUMENTED       CGS
 KV0456
 KV0456                          STATION DESCRIPTION
 KV0456
 KV0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0456'AT ELIZABETHPORT.
 KV0456'AT ELIZABETHPORT, SET IN THE TOP OF THE NORTHEAST EDGE OF THE
 KV0456'SOUTHWEST PEDESTRIAN WALK AND DIRECTLY OVER THE NORTHWEST ABUTMENT
 KV0456'OF GOETHALS BRIDGE CONNECTING NEW JERSEY AND STATEN ISLAND, 21
 KV0456'FEET SOUTHWEST OF CENTER LINE OF BRIDGE, 4 FEET NORTHEAST OF LIGHT
 KV0456'POST NO. 136 WHICH IS ON TOP OF SOUTHWEST BRIDGE BANISTER AND
 KV0456'ABOUT 1 FOOT ABOVE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0334 ***********************************************************************
 KV0334  DESIGNATION -  Q 38
 KV0334  PID         -  KV0334
 KV0334  STATE/COUNTY-  NJ/HUDSON
 KV0334  USGS QUAD   -  JERSEY CITY (1981)
 KV0334
 KV0334                         *CURRENT SURVEY CONTROL
 KV0334  ___________________________________________________________________
 KV0334* NAD 83(1986)-  40 40 03.     (N)    074 06 37.     (W)     SCALED    
 KV0334* NAVD 88     -         8.206  (meters)      26.92   (feet)  ADJUSTED  
 KV0334  ___________________________________________________________________
 KV0334  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KV0334  DYNAMIC HT  -           8.203 (meters)      26.91  (feet)  COMP
 KV0334  MODELED GRAV-     980,232.6   (mgal)                       NAVD 88
 KV0334
 KV0334  VERT ORDER  -  FIRST     CLASS II
 KV0334
 KV0334.The horizontal coordinates were scaled from a topographic map and have
 KV0334.an estimated accuracy of +/- 6 seconds.
 KV0334
 KV0334.The orthometric height was determined by differential leveling
 KV0334.and adjusted by the National Geodetic Survey in June 1991..
 KV0334
 KV0334.The geoid height was determined by GEOID03.
 KV0334
 KV0334.The dynamic height is computed by dividing the NAVD 88
 KV0334.geopotential number by the normal gravity value computed on the
 KV0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0334.degrees latitude (g = 980.6199 gals.).
 KV0334
 KV0334.The modeled gravity was interpolated from observed gravity values.
 KV0334
 KV0334;                    North         East    Units  Estimated Accuracy
 KV0334;SPC NJ       -   203,700.      182,950.      MT  (+/- 180 meters Scaled)
 KV0334
 KV0334                          SUPERSEDED SURVEY CONTROL
 KV0334
 KV0334  NGVD 29 (04/16/92)    8.546  (m)           28.04   (f) ADJUSTED    1 2
 KV0334
 KV0334.Superseded values are not recommended for survey control.
 KV0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0334.See file dsdata.txt to determine how the superseded data were derived.
 KV0334
 KV0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL752022(NAD 83)
 KV0334_MARKER: DB = BENCH MARK DISK
 KV0334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0334_SP_SET: SCHOOL BUILDING
 KV0334_STAMPING: Q 38 1952
 KV0334_MARK LOGO: CGS   
 KV0334_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0334+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 KV0334
 KV0334  HISTORY     - Date     Condition        Report By
 KV0334  HISTORY     - 1952     MONUMENTED       CGS
 KV0334  HISTORY     - 19950920 GOOD             NJGS
 KV0334  HISTORY     - 20050503 GOOD             KSENG
 KV0334
 KV0334                          STATION DESCRIPTION
 KV0334
 KV0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0334'AT BAYONNE.
 KV0334'AT BAYONNE, AT THE INTERSECTION OF 30TH STREET AND PROSPECT
 KV0334'AVENUE, ABOUT 50 YARDS SOUTHEAST OF THE 30TH STREET OVERPASS
 KV0334'OVER THE CENTRAL RAILROAD OF NEW JERSEY, SET VERTICALLY IN THE
 KV0334'NORTHEAST FACE AT NORTH CORNER OF PUBLIC SCHOOL NO. 5, 1 1/2
 KV0334'FEET SOUTHEAST OF CORNER AND ABOUT 2 FEET ABOVE GROUND.
 KV0334
 KV0334                          STATION RECOVERY (1995)
 KV0334
 KV0334'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0334'RECOVERED AS DESCRIBED.
 KV0334
 KV0334                          STATION RECOVERY (2005)
 KV0334
 KV0334'RECOVERY NOTE BY KS ENGINEERS PC 2005 (HGP)
 KV0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0503 ***********************************************************************
 KV0503  DESIGNATION -  Q 40
 KV0503  PID         -  KV0503
 KV0503  STATE/COUNTY-  NJ/BERGEN
 KV0503  USGS QUAD   -  HACKENSACK (1997)
 KV0503
 KV0503                         *CURRENT SURVEY CONTROL
 KV0503  ___________________________________________________________________
 KV0503* NAD 83(1986)-  40 54 50.     (N)    074 01 50.     (W)     SCALED    
 KV0503* NAVD 88     -         4.924  (meters)      16.15   (feet)  ADJUSTED  
 KV0503  ___________________________________________________________________
 KV0503  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 KV0503  DYNAMIC HT  -           4.922 (meters)      16.15  (feet)  COMP
 KV0503  MODELED GRAV-     980,241.9   (mgal)                       NAVD 88
 KV0503
 KV0503  VERT ORDER  -  SECOND    CLASS 0
 KV0503
 KV0503.The horizontal coordinates were scaled from a topographic map and have
 KV0503.an estimated accuracy of +/- 6 seconds.
 KV0503
 KV0503.The orthometric height was determined by differential leveling
 KV0503.and adjusted by the National Geodetic Survey in June 1991..
 KV0503
 KV0503.The geoid height was determined by GEOID03.
 KV0503
 KV0503.The dynamic height is computed by dividing the NAVD 88
 KV0503.geopotential number by the normal gravity value computed on the
 KV0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0503.degrees latitude (g = 980.6199 gals.).
 KV0503
 KV0503.The modeled gravity was interpolated from observed gravity values.
 KV0503
 KV0503;                    North         East    Units  Estimated Accuracy
 KV0503;SPC NJ       -   231,090.      189,540.      MT  (+/- 180 meters Scaled)
 KV0503
 KV0503                          SUPERSEDED SURVEY CONTROL
 KV0503
 KV0503  NGVD 29 (??/??/??)    5.231  (m)           17.16   (f) ADJUSTED    2 0
 KV0503
 KV0503.Superseded values are not recommended for survey control.
 KV0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0503.See file dsdata.txt to determine how the superseded data were derived.
 KV0503
 KV0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL816296(NAD 83)
 KV0503_MARKER: DB = BENCH MARK DISK
 KV0503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0503_SP_SET: BRIDGE
 KV0503_STAMPING: Q 40 1956
 KV0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0503
 KV0503  HISTORY     - Date     Condition        Report By
 KV0503  HISTORY     - 1956     MONUMENTED       CGS
 KV0503  HISTORY     - 1984     MARK NOT FOUND   LOCENG
 KV0503
 KV0503                          STATION DESCRIPTION
 KV0503
 KV0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0503'1.8 MI NW FROM BERGENFIELD.
 KV0503'0.1 MILE NORTH ALONG WASHINGTON AVENUE FROM THE FOSTER VILLAGE
 KV0503'STATION POST OFFICE AT BERGENFIELD, THENCE 1.6 MILES WEST ALONG
 KV0503'NEW BRIDGE ROAD, SET IN TOP OF THE CONCRETE WINGWALL AT THE
 KV0503'NORTHWEST CORNER OF THE CONCRETE BRIDGE OVER HACKENSACK RIVER,
 KV0503'5 FEET NORTHWEST OF THE NORTHWEST CORNER OF BRIDGE, 4 FEET
 KV0503'NORTH OF THE NORTH EDGE OF SIDEWALK.
 KV0503
 KV0503                          STATION RECOVERY (1984)
 KV0503
 KV0503'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984
 KV0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1100 ***********************************************************************
 KV1100  DESIGNATION -  Q 41
 KV1100  PID         -  KV1100
 KV1100  STATE/COUNTY-  NJ/MERCER
 KV1100  USGS QUAD   -  PENNINGTON (1995)
 KV1100
 KV1100                         *CURRENT SURVEY CONTROL
 KV1100  ___________________________________________________________________
 KV1100* NAD 83(1993)-  40 16 57.21913(N)    074 48 45.67842(W)     ADJUSTED  
 KV1100* NAVD 88     -        60.966  (meters)     200.02   (feet)  ADJUSTED  
 KV1100  ___________________________________________________________________
 KV1100  X           -   1,276,475.986 (meters)                     COMP
 KV1100  Y           -  -4,702,327.644 (meters)                     COMP
 KV1100  Z           -   4,101,988.018 (meters)                     COMP
 KV1100  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 KV1100  ELLIP HEIGHT-          27.49  (meters)          (01/21/03) GPS OBS
 KV1100  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KV1100  DYNAMIC HT  -          60.938 (meters)     199.93  (feet)  COMP
 KV1100  MODELED GRAV-     980,160.4   (mgal)                       NAVD 88
 KV1100
 KV1100  HORZ ORDER  -  THIRD
 KV1100  VERT ORDER  -  SECOND    CLASS 0
 KV1100  ELLP ORDER  -  FOURTH    CLASS I
 KV1100
 KV1100.This mark is at Mercer County Airport (TTN)
 KV1100
 KV1100.The horizontal coordinates were established by GPS observations
 KV1100.and adjusted by the National Geodetic Survey in October 1998..
 KV1100
 KV1100.The orthometric height was determined by differential leveling
 KV1100.and adjusted by the National Geodetic Survey in June 1991..
 KV1100
 KV1100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1100
 KV1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1100
 KV1100.The ellipsoidal height was determined by GPS observations
 KV1100.and is referenced to NAD 83.
 KV1100
 KV1100.The geoid height was determined by GEOID03.
 KV1100
 KV1100.The dynamic height is computed by dividing the NAVD 88
 KV1100.geopotential number by the normal gravity value computed on the
 KV1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1100.degrees latitude (g = 980.6199 gals.).
 KV1100
 KV1100.The modeled gravity was interpolated from observed gravity values.
 KV1100
 KV1100;                    North         East     Units Scale Factor Converg.
 KV1100;SPC NJ       -   160,932.990   123,411.350   MT  0.99990870   -0 12 07.8
 KV1100;SPC NJ       -   527,994.32    404,892.07   sFT  0.99990870   -0 12 07.8
 KV1100;UTM  18      - 4,459,136.307   515,922.764   MT  0.99960312   +0 07 16.0
 KV1100
 KV1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1100!SPC NJ       -   0.99999569  x   0.99990870  =   0.99990439
 KV1100!UTM  18      -   0.99999569  x   0.99960312  =   0.99959881
 KV1100
 KV1100                          SUPERSEDED SURVEY CONTROL
 KV1100
 KV1100  ELLIP H (10/15/98)   27.55   (m)                       GP(       ) 4 1
 KV1100  NAVD 88 (10/15/98)   60.97   (m)          200.0    (f) LEVELING    3  
 KV1100  NGVD 29 (??/??/??)   61.264  (m)          201.00   (f) ADJUSTED    2 0
 KV1100
 KV1100.Superseded values are not recommended for survey control.
 KV1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1100.See file dsdata.txt to determine how the superseded data were derived.
 KV1100
 KV1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1592359136(NAD 83)
 KV1100_MARKER: DB = BENCH MARK DISK
 KV1100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1100_SP_SET: CATCH BASIN
 KV1100_STAMPING: Q 41 1963
 KV1100_MARK LOGO: CGS   
 KV1100_PROJECTION: FLUSH
 KV1100_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1100+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1996
 KV1100
 KV1100  HISTORY     - Date     Condition        Report By
 KV1100  HISTORY     - 1963     MONUMENTED       CGS
 KV1100  HISTORY     - 1968     GOOD             CGS
 KV1100  HISTORY     - 19961108 GOOD             NGS
 KV1100
 KV1100                          STATION DESCRIPTION
 KV1100
 KV1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KV1100'AT MERCER COUNTY AIRPORT.
 KV1100'AT THE MERCER COUNTY AIRPORT, SET ON THE TOP AND AT THE WEST
 KV1100'SIDE OF A LARGE 10-FOOT DEEP CONCRETE CATCH BASIN, 16.3 FEET
 KV1100'NORTH OF THE NORTHWEST CORNER OF THE WEST HANGAR OF TWO, 1.0
 KV1100'FOOT SOUTH OF THE SOUTHWEST CORNER OF THE MANHOLE COVER, AND
 KV1100'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE PARKING AREA IN VICINITY.
 KV1100
 KV1100                          STATION RECOVERY (1968)
 KV1100
 KV1100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KV1100'RECOVERED IN GOOD CONDITION.
 KV1100
 KV1100                          STATION RECOVERY (1996)
 KV1100
 KV1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 KV1100'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0931 ***********************************************************************
 KV0931  DESIGNATION -  Q 53
 KV0931  PID         -  KV0931
 KV0931  STATE/COUNTY-  NJ/MIDDLESEX
 KV0931  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV0931
 KV0931                         *CURRENT SURVEY CONTROL
 KV0931  ___________________________________________________________________
 KV0931* NAD 83(1986)-  40 27 10.     (N)    074 23 07.     (W)     SCALED    
 KV0931* NAVD 88     -         4.311  (meters)      14.14   (feet)  ADJUSTED  
 KV0931  ___________________________________________________________________
 KV0931  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KV0931  DYNAMIC HT  -           4.309 (meters)      14.14  (feet)  COMP
 KV0931  MODELED GRAV-     980,198.1   (mgal)                       NAVD 88
 KV0931
 KV0931  VERT ORDER  -  SECOND    CLASS 0
 KV0931
 KV0931.The horizontal coordinates were scaled from a topographic map and have
 KV0931.an estimated accuracy of +/- 6 seconds.
 KV0931
 KV0931.The orthometric height was determined by differential leveling
 KV0931.and adjusted by the National Geodetic Survey in June 1991..
 KV0931
 KV0931.The geoid height was determined by GEOID03.
 KV0931
 KV0931.The dynamic height is computed by dividing the NAVD 88
 KV0931.geopotential number by the normal gravity value computed on the
 KV0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0931.degrees latitude (g = 980.6199 gals.).
 KV0931
 KV0931.The modeled gravity was interpolated from observed gravity values.
 KV0931
 KV0931;                    North         East    Units  Estimated Accuracy
 KV0931;SPC NJ       -   179,790.      159,730.      MT  (+/- 180 meters Scaled)
 KV0931
 KV0931                          SUPERSEDED SURVEY CONTROL
 KV0931
 KV0931  NGVD 29 (04/16/92)    4.607  (m)           15.11   (f) ADJUSTED    2 0
 KV0931
 KV0931.Superseded values are not recommended for survey control.
 KV0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0931.See file dsdata.txt to determine how the superseded data were derived.
 KV0931
 KV0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK521781(NAD 83)
 KV0931_MARKER: DB = BENCH MARK DISK
 KV0931_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0931_SP_SET: WALL
 KV0931_STAMPING: Q 53 1961
 KV0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0931
 KV0931  HISTORY     - Date     Condition        Report By
 KV0931  HISTORY     - 1961     MONUMENTED       CGS
 KV0931  HISTORY     - 1985     GOOD
 KV0931  HISTORY     - 20040301 GOOD             NJGS
 KV0931
 KV0931                          STATION DESCRIPTION
 KV0931
 KV0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0931'AT SOUTH RIVER.
 KV0931'SET VERTICALLY IN A DRILL HOLE IN THE SOUTH WALL AT THE SOUTHEAST
 KV0931'CORNER OF THE LINCOLN GRAMMAR SCHOOL, 100 FEET NORTH OF THE NORTH
 KV0931'CURB OF PROSPECT STREET, 4.5 FEET ABOVE THE LEVEL OF THE GROUND
 KV0931'AND 1.5 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING.
 KV0931
 KV0931                          STATION RECOVERY (1985)
 KV0931
 KV0931'RECOVERED 1985
 KV0931'RECOVERED IN GOOD CONDITION.
 KV0931
 KV0931                          STATION RECOVERY (2004)
 KV0931
 KV0931'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2004 (MVI)
 KV0931'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0243 ***********************************************************************
 JU0243  DESIGNATION -  Q 55
 JU0243  PID         -  JU0243
 JU0243  STATE/COUNTY-  NJ/OCEAN
 JU0243  USGS QUAD   -  TUCKERTON (1995)
 JU0243
 JU0243                         *CURRENT SURVEY CONTROL
 JU0243  ___________________________________________________________________
 JU0243* NAD 83(1986)-  39 31 08.     (N)    074 19 57.     (W)     SCALED    
 JU0243* NAVD 88     -         0.556  (meters)       1.82   (feet)  ADJUSTED  
 JU0243  ___________________________________________________________________
 JU0243  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JU0243  DYNAMIC HT  -           0.556 (meters)       1.82  (feet)  COMP
 JU0243  MODELED GRAV-     980,134.1   (mgal)                       NAVD 88
 JU0243
 JU0243  VERT ORDER  -  SECOND    CLASS 0
 JU0243
 JU0243.The horizontal coordinates were scaled from a topographic map and have
 JU0243.an estimated accuracy of +/- 6 seconds.
 JU0243
 JU0243.The orthometric height was determined by differential leveling
 JU0243.and adjusted by the National Geodetic Survey in June 1991..
 JU0243
 JU0243.The geoid height was determined by GEOID03.
 JU0243
 JU0243.The dynamic height is computed by dividing the NAVD 88
 JU0243.geopotential number by the normal gravity value computed on the
 JU0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0243.degrees latitude (g = 980.6199 gals.).
 JU0243
 JU0243.The modeled gravity was interpolated from observed gravity values.
 JU0243
 JU0243;                    North         East    Units  Estimated Accuracy
 JU0243;SPC NJ       -    76,120.      164,400.      MT  (+/- 180 meters Scaled)
 JU0243
 JU0243                          SUPERSEDED SURVEY CONTROL
 JU0243
 JU0243  NGVD 29 (??/??/??)    0.943  (m)            3.09   (f) ADJUSTED    2 0
 JU0243
 JU0243.Superseded values are not recommended for survey control.
 JU0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0243.See file dsdata.txt to determine how the superseded data were derived.
 JU0243
 JU0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ573745(NAD 83)
 JU0243_MARKER: DB = BENCH MARK DISK
 JU0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0243_STAMPING: Q 55 1961
 JU0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0243+STABILITY: SURFACE MOTION
 JU0243
 JU0243  HISTORY     - Date     Condition        Report By
 JU0243  HISTORY     - 1961     MONUMENTED       CGS
 JU0243
 JU0243                          STATION DESCRIPTION
 JU0243
 JU0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0243'6.9 MI S FROM TUCKERTON.
 JU0243'0.3 MILE SOUTHWEST ON U.S. HIGHWAY 9 FROM THE POST OFFICE AT
 JU0243'TUCKERTON, THENCE 5.9 MILES SOUTH ON GREAT BAY BOULEVARD, THENCE
 JU0243'0.6 MILE WEST THROUGH MARSH ALONG POWER LINE ON SOUTH SIDE OF
 JU0243'LITTLE SHEEPSHEAD, ABOUT 0.15 MILE EAST AND ACROSS NEWMANS
 JU0243'THOROFARE FROM A FISH PRODUCTS FACTORY, 53 FEET EAST OF THE EAST
 JU0243'SHORE LINE, 25 FEET NORTH OF THE LAST POWER POLE BEFORE CABLE
 JU0243'CROSSING, AND IN LINE WITH THE NORTH GUY WIRE FOR THE LAST POLE.
 JU0243'SET IN A CONCRETE TILE FILLED WITH CONCRETE AND PROJECTING 3
 JU0243'INCHES ABOVE THE GRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0381 ***********************************************************************
 JU0381  DESIGNATION -  Q 57
 JU0381  PID         -  JU0381
 JU0381  STATE/COUNTY-  NJ/CAPE MAY
 JU0381  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0381
 JU0381                         *CURRENT SURVEY CONTROL
 JU0381  ___________________________________________________________________
 JU0381* NAD 83(1986)-  39 13 57.     (N)    074 38 48.     (W)     SCALED    
 JU0381* NAVD 88     -         1.930  (meters)       6.33   (feet)  POSTED    
 JU0381  ___________________________________________________________________
 JU0381  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 JU0381  DYNAMIC HT  -           1.930 (meters)       6.33  (feet)  COMP
 JU0381  MODELED GRAV-     980,089.9   (mgal)                       NAVD 88
 JU0381
 JU0381  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JU0381
 JU0381.The horizontal coordinates were scaled from a topographic map and have
 JU0381.an estimated accuracy of +/- 6 seconds.
 JU0381
 JU0381.The orthometric height was determined by differential leveling
 JU0381.and adjusted by the National Geodetic Survey in 1992..
 JU0381.No vertical observational check was made to the station.
 JU0381.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JU0381.was located on a no-check spur therefore a value was not computed.
 JU0381
 JU0381.The geoid height was determined by GEOID03.
 JU0381
 JU0381.The dynamic height is computed by dividing the NAVD 88
 JU0381.geopotential number by the normal gravity value computed on the
 JU0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0381.degrees latitude (g = 980.6199 gals.).
 JU0381
 JU0381.The modeled gravity was interpolated from observed gravity values.
 JU0381
 JU0381;                    North         East    Units  Estimated Accuracy
 JU0381;SPC NJ       -    44,320.      137,340.      MT  (+/- 180 meters Scaled)
 JU0381
 JU0381                          SUPERSEDED SURVEY CONTROL
 JU0381
 JU0381  NGVD 29 (04/16/92)    2.320  (m)            7.61   (f) ADJUSTED    1 2
 JU0381
 JU0381.Superseded values are not recommended for survey control.
 JU0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0381.See file dsdata.txt to determine how the superseded data were derived.
 JU0381
 JU0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ304426(NAD 83)
 JU0381_MARKER: DB = BENCH MARK DISK
 JU0381_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0381_SP_SET: BRIDGE
 JU0381_STAMPING: Q 57 1961
 JU0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0381
 JU0381  HISTORY     - Date     Condition        Report By
 JU0381  HISTORY     - 1961     MONUMENTED       CGS
 JU0381
 JU0381                          STATION DESCRIPTION
 JU0381
 JU0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0381'0.8 MI NW FROM OCEAN CITY.
 JU0381'0.8 MILE NORTHWEST ON THE PENNSYLVANIA, READING AND SEASHORE
 JU0381'RAILROAD FROM THE RAILROAD STATION ON 51 STREET IN OCEAN CITY,
 JU0381'IN THE CENTER OF THE NORTHEAST CONCRETE ABUTMENT AT THE NORTHWEST
 JU0381'END OF THE RAILROAD BRIDGE OVER CROOK HORN CREEK AND 18 FEET
 JU0381'NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD.  SET IN A DRILL
 JU0381'HOLE LEVEL WITH THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0435 ***********************************************************************
 JU0435  DESIGNATION -  Q 58
 JU0435  PID         -  JU0435
 JU0435  STATE/COUNTY-  NJ/CAPE MAY
 JU0435  USGS QUAD   -  RIO GRANDE (1994)
 JU0435
 JU0435                         *CURRENT SURVEY CONTROL
 JU0435  ___________________________________________________________________
 JU0435* NAD 83(1986)-  39 00 16.     (N)    074 54 35.     (W)     SCALED    
 JU0435* NAVD 88     -         5.971  (meters)      19.59   (feet)  ADJUSTED  
 JU0435  ___________________________________________________________________
 JU0435  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 JU0435  DYNAMIC HT  -           5.967 (meters)      19.58  (feet)  COMP
 JU0435  MODELED GRAV-     980,056.9   (mgal)                       NAVD 88
 JU0435
 JU0435  VERT ORDER  -  FIRST     CLASS II
 JU0435
 JU0435.This mark is at Cape May County Airport (WWD)
 JU0435
 JU0435.The horizontal coordinates were scaled from a topographic map and have
 JU0435.an estimated accuracy of +/- 6 seconds.
 JU0435
 JU0435.The orthometric height was determined by differential leveling
 JU0435.and adjusted by the National Geodetic Survey in June 1991..
 JU0435
 JU0435.The geoid height was determined by GEOID03.
 JU0435
 JU0435.The dynamic height is computed by dividing the NAVD 88
 JU0435.geopotential number by the normal gravity value computed on the
 JU0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0435.degrees latitude (g = 980.6199 gals.).
 JU0435
 JU0435.The modeled gravity was interpolated from observed gravity values.
 JU0435
 JU0435;                    North         East    Units  Estimated Accuracy
 JU0435;SPC NJ       -    19,070.      114,510.      MT  (+/- 180 meters Scaled)
 JU0435
 JU0435                          SUPERSEDED SURVEY CONTROL
 JU0435
 JU0435  NGVD 29 (04/16/92)    6.373  (m)           20.91   (f) ADJUSTED    1 2
 JU0435
 JU0435.Superseded values are not recommended for survey control.
 JU0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0435.See file dsdata.txt to determine how the superseded data were derived.
 JU0435
 JU0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ078172(NAD 83)
 JU0435_MARKER: DB = BENCH MARK DISK
 JU0435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0435_SP_SET: MANHOLE
 JU0435_STAMPING: Q 58 1961
 JU0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0435+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2001
 JU0435
 JU0435  HISTORY     - Date     Condition        Report By
 JU0435  HISTORY     - 1961     MONUMENTED       CGS
 JU0435  HISTORY     - 1982     GOOD             NGS
 JU0435  HISTORY     - 19991002 GOOD             USPSQD
 JU0435  HISTORY     - 20010611 GOOD             NJGS
 JU0435  HISTORY     - 20060915 GOOD             GEOCAC
 JU0435
 JU0435                          STATION DESCRIPTION
 JU0435
 JU0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0435'2.5 MI SW FROM RIO GRANDE.
 JU0435'1.2 MILE SOUTHWEST ON U.S. HIGHWAY 9 FROM THE JUNCTION WITH STATE
 JU0435'HIGHWAY 47 IN RIO GRANDE THENCE 1.3 MILE SOUTHWEST AND WEST ON
 JU0435'BAY SHORE WEST ROAD AT CAPE MAY COUNTY AIRPORT.  SET IN A DRILL
 JU0435'HOLE IN THE NORTHEAST CORNER OF A 7 BY 7 FEET CONCRETE SEWAGE
 JU0435'MANHOLE.  35.6 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 JU0435'HANGER AND OFFICE BUILDING OF THE U.S. OVERSEAS AIRLINE AND THE
 JU0435'1ST HANGER SOUTHWEST OF WHAT USED TO BE THE CONTROL TOWER FOR
 JU0435'THE AIRPORT.  IT IS ABOUT LEVEL WITH THE STREET.
 JU0435
 JU0435                          STATION RECOVERY (1982)
 JU0435
 JU0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JU0435'RECOVERED IN GOOD CONDITION.
 JU0435
 JU0435                          STATION RECOVERY (1999)
 JU0435
 JU0435'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU0435'RECOVERED IN GOOD CONDITION.
 JU0435
 JU0435                          STATION RECOVERY (2001)
 JU0435
 JU0435'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 JU0435'RECOVERED IN GOOD CONDITION.
 JU0435
 JU0435                          STATION RECOVERY (2006)
 JU0435
 JU0435'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JU0435'HANGAR NOW HOUSES AN AVIATION MUSEUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0986 ***********************************************************************
 JU0986  DESIGNATION -  Q 59
 JU0986  PID         -  JU0986
 JU0986  STATE/COUNTY-  NJ/CUMBERLAND
 JU0986  USGS QUAD   -  MILLVILLE (1997)
 JU0986
 JU0986                         *CURRENT SURVEY CONTROL
 JU0986  ___________________________________________________________________
 JU0986* NAD 83(1986)-  39 25 52.     (N)    075 02 32.     (W)     SCALED    
 JU0986* NAVD 88     -        19.978  (meters)      65.54   (feet)  ADJUSTED  
 JU0986  ___________________________________________________________________
 JU0986  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JU0986  DYNAMIC HT  -          19.967 (meters)      65.51  (feet)  COMP
 JU0986  MODELED GRAV-     980,120.7   (mgal)                       NAVD 88
 JU0986
 JU0986  VERT ORDER  -  SECOND    CLASS 0
 JU0986
 JU0986.The horizontal coordinates were scaled from a topographic map and have
 JU0986.an estimated accuracy of +/- 6 seconds.
 JU0986
 JU0986.The orthometric height was determined by differential leveling
 JU0986.and adjusted by the National Geodetic Survey in June 1991..
 JU0986
 JU0986.The geoid height was determined by GEOID03.
 JU0986
 JU0986.The dynamic height is computed by dividing the NAVD 88
 JU0986.geopotential number by the normal gravity value computed on the
 JU0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0986.degrees latitude (g = 980.6199 gals.).
 JU0986
 JU0986.The modeled gravity was interpolated from observed gravity values.
 JU0986
 JU0986;                    North         East    Units  Estimated Accuracy
 JU0986;SPC NJ       -    66,500.      103,320.      MT  (+/- 180 meters Scaled)
 JU0986
 JU0986                          SUPERSEDED SURVEY CONTROL
 JU0986
 JU0986  NGVD 29 (04/16/92)   20.309  (m)           66.63   (f) ADJUSTED    2 0
 JU0986
 JU0986.Superseded values are not recommended for survey control.
 JU0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0986.See file dsdata.txt to determine how the superseded data were derived.
 JU0986
 JU0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ963646(NAD 83)
 JU0986_MARKER: DB = BENCH MARK DISK
 JU0986_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0986_SP_SET: FOUNDATION
 JU0986_STAMPING: Q 59 1961
 JU0986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0986
 JU0986  HISTORY     - Date     Condition        Report By
 JU0986  HISTORY     - 1961     MONUMENTED       CGS
 JU0986  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 JU0986
 JU0986                          STATION DESCRIPTION
 JU0986
 JU0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0986'2.1 MI N FROM MILLVILLE.
 JU0986'2.1 MILES NORTH ON STATE HIGHWAY 47 FROM THE POST OFFICE IN
 JU0986'MILLVILLE TO THE VINELAND AIRPORT.  SET IN A DRILL HOLE AT THE
 JU0986'NORTHWEST CORNER OF THE EASTERN MOST HANGAR IN THE CONCRETE
 JU0986'FOUNDATION OF THE BUILDING, 2.6 FEET SOUTHWEST OF THE NORTHWEST
 JU0986'CORNER OF THE HANGER AND 1.5 FOOT WEST OF THE SOUTHWEST SIDE
 JU0986'OF THE HANGER.  IT IS ABOUT LEVEL WITH THE GROUND.
 JU0986
 JU0986                          STATION RECOVERY (1995)
 JU0986
 JU0986'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0557 ***********************************************************************
 JU0557  DESIGNATION -  Q 62
 JU0557  PID         -  JU0557
 JU0557  STATE/COUNTY-  NJ/CAMDEN
 JU0557  USGS QUAD   -  HAMMONTON (1981)
 JU0557
 JU0557                         *CURRENT SURVEY CONTROL
 JU0557  ___________________________________________________________________
 JU0557* NAD 83(1986)-  39 39 39.     (N)    074 50 31.     (W)     SCALED    
 JU0557* NAVD 88     -        34.839  (meters)     114.30   (feet)  ADJUSTED  
 JU0557  ___________________________________________________________________
 JU0557  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JU0557  DYNAMIC HT  -          34.821 (meters)     114.24  (feet)  COMP
 JU0557  MODELED GRAV-     980,132.2   (mgal)                       NAVD 88
 JU0557
 JU0557  VERT ORDER  -  FIRST     CLASS I
 JU0557
 JU0557.The horizontal coordinates were scaled from a topographic map and have
 JU0557.an estimated accuracy of +/- 6 seconds.
 JU0557
 JU0557.The orthometric height was determined by differential leveling
 JU0557.and adjusted by the National Geodetic Survey in June 1991..
 JU0557
 JU0557.The geoid height was determined by GEOID03.
 JU0557
 JU0557.The dynamic height is computed by dividing the NAVD 88
 JU0557.geopotential number by the normal gravity value computed on the
 JU0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0557.degrees latitude (g = 980.6199 gals.).
 JU0557
 JU0557.The modeled gravity was interpolated from observed gravity values.
 JU0557
 JU0557;                    North         East    Units  Estimated Accuracy
 JU0557;SPC NJ       -    91,920.      120,660.      MT  (+/- 180 meters Scaled)
 JU0557
 JU0557                          SUPERSEDED SURVEY CONTROL
 JU0557
 JU0557  NGVD 29 (??/??/??)   35.206  (m)          115.50   (f) ADJUSTED    1 1
 JU0557
 JU0557.Superseded values are not recommended for survey control.
 JU0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0557.See file dsdata.txt to determine how the superseded data were derived.
 JU0557
 JU0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ135901(NAD 83)
 JU0557_MARKER: DB = BENCH MARK DISK
 JU0557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0557_SP_SET: OVERPASS
 JU0557_STAMPING: Q 62 1963
 JU0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0557
 JU0557  HISTORY     - Date     Condition        Report By
 JU0557  HISTORY     - 1963     MONUMENTED       CGS
 JU0557  HISTORY     - 1964     GOOD             CGS
 JU0557
 JU0557                          STATION DESCRIPTION
 JU0557
 JU0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0557'0.4 MI SE FROM WINSLOW JUNCTION.
 JU0557'0.45 MILE SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0557'FROM THE STATION AT WINSLOW JUNCTION, AT A RAILROAD OVERPASS OVER
 JU0557'THE PENNSYLVANIA-READING SEASHORE LINES LEADING SOUTHWEST, SET
 JU0557'VERTICALLY IN THE NORTH FACE OF THE NORTH WING WALL OF THE
 JU0557'SOUTHWEST ABUTMENT OF OVERPASS, 16 FEET SOUTHWEST OF SOUTHWEST
 JU0557'RAIL OF MAIN TRACK, 3 FEET WEST OF NORTHEAST CORNER OF THE
 JU0557'ABUTMENT, 3 FEET ABOVE GROUND, AND 1 FOOT ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0696 ***********************************************************************
 JU0696  DESIGNATION -  Q 63
 JU0696  PID         -  JU0696
 JU0696  STATE/COUNTY-  NJ/CAMDEN
 JU0696  USGS QUAD   -  CAMDEN (1995)
 JU0696
 JU0696                         *CURRENT SURVEY CONTROL
 JU0696  ___________________________________________________________________
 JU0696* NAD 83(1986)-  39 56 33.     (N)    075 06 45.     (W)     SCALED    
 JU0696* NAVD 88     -         9.308  (meters)      30.54   (feet)  ADJUSTED  
 JU0696  ___________________________________________________________________
 JU0696  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU0696  DYNAMIC HT  -           9.304 (meters)      30.52  (feet)  COMP
 JU0696  MODELED GRAV-     980,187.3   (mgal)                       NAVD 88
 JU0696
 JU0696  VERT ORDER  -  FIRST     CLASS I
 JU0696
 JU0696.The horizontal coordinates were scaled from a topographic map and have
 JU0696.an estimated accuracy of +/- 6 seconds.
 JU0696
 JU0696.The orthometric height was determined by differential leveling
 JU0696.and adjusted by the National Geodetic Survey in June 1991..
 JU0696
 JU0696.The geoid height was determined by GEOID03.
 JU0696
 JU0696.The dynamic height is computed by dividing the NAVD 88
 JU0696.geopotential number by the normal gravity value computed on the
 JU0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0696.degrees latitude (g = 980.6199 gals.).
 JU0696
 JU0696.The modeled gravity was interpolated from observed gravity values.
 JU0696
 JU0696;                    North         East    Units  Estimated Accuracy
 JU0696;SPC NJ       -   123,310.       97,660.      MT  (+/- 180 meters Scaled)
 JU0696
 JU0696                          SUPERSEDED SURVEY CONTROL
 JU0696
 JU0696  NGVD 29 (??/??/??)    9.648  (m)           31.65   (f) ADJUSTED    1 1
 JU0696
 JU0696.Superseded values are not recommended for survey control.
 JU0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0696.See file dsdata.txt to determine how the superseded data were derived.
 JU0696
 JU0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK903213(NAD 83)
 JU0696_MARKER: DB = BENCH MARK DISK
 JU0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0696_SP_SET: STONE MASONARY
 JU0696_STAMPING: Q 63 1963
 JU0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0696+STABILITY: SURFACE MOTION
 JU0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0696+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1995
 JU0696
 JU0696  HISTORY     - Date     Condition        Report By
 JU0696  HISTORY     - 1963     MONUMENTED       CGS
 JU0696  HISTORY     - 1964     GOOD             CGS
 JU0696  HISTORY     - 19951206 MARK NOT FOUND   NJGS
 JU0696
 JU0696                          STATION DESCRIPTION
 JU0696
 JU0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0696'AT CAMDEN.
 JU0696'AT CAMDEN, ALONG THE PENNSYLVANIA-READING SEASHORE LINES, ABOUT
 JU0696'115 YARDS SOUTH OF THE CENTER JUNCTION TOWER, AT THE OVERPASS
 JU0696'OVER WRIGHT AVENUE (BRIDGE 1-30), SET ON TOP OF THE NORTHWEST
 JU0696'STONE MASONRY PART OF THE ABUTMENT, 37 FEET SOUTHWEST OF NORTHEAST
 JU0696'END OF THE ABUTMENT, 18 FEET NORTHEAST OF NORTHEAST RAIL, AND
 JU0696'ABOUT 6 FEET BELOW LEVEL OF TRACK.
 JU0696
 JU0696                          STATION RECOVERY (1995)
 JU0696
 JU0696'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 JU0696'THE STATION WAS NOT RECOVERED AT THIS TIME.  THE MASONARY RAILROAD
 JU0696'BRIDGE ABUTMENT APPEARS TO HAVE BEEN REPLACED BY A CONCRETE BRIDGE
 JU0696'SUPERSTRUCTURE AT THIS SITE.  THE STATION IS CONSIDERED LOST.  THERE
 JU0696'ALSO IS A DISCREPANCY AS TO THE SETTING TYPE IN THE ORIGINAL
 JU0696'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0300 ***********************************************************************
 JU0300  DESIGNATION -  Q 64
 JU0300  PID         -  JU0300
 JU0300  STATE/COUNTY-  NJ/ATLANTIC
 JU0300  USGS QUAD   -  ATLANTIC CITY (1994)
 JU0300
 JU0300                         *CURRENT SURVEY CONTROL
 JU0300  ___________________________________________________________________
 JU0300* NAD 83(1986)-  39 21 43.     (N)    074 26 28.     (W)     SCALED    
 JU0300* NAVD 88     -         3.351  (meters)      10.99   (feet)  ADJUSTED  
 JU0300  ___________________________________________________________________
 JU0300  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 JU0300  DYNAMIC HT  -           3.350 (meters)      10.99  (feet)  COMP
 JU0300  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
 JU0300
 JU0300  VERT ORDER  -  FIRST     CLASS I
 JU0300
 JU0300.The horizontal coordinates were scaled from a topographic map and have
 JU0300.an estimated accuracy of +/- 6 seconds.
 JU0300
 JU0300.The orthometric height was determined by differential leveling
 JU0300.and adjusted by the National Geodetic Survey in June 1991..
 JU0300
 JU0300.The geoid height was determined by GEOID03.
 JU0300
 JU0300.The dynamic height is computed by dividing the NAVD 88
 JU0300.geopotential number by the normal gravity value computed on the
 JU0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0300.degrees latitude (g = 980.6199 gals.).
 JU0300
 JU0300.The modeled gravity was interpolated from observed gravity values.
 JU0300
 JU0300;                    North         East    Units  Estimated Accuracy
 JU0300;SPC NJ       -    58,680.      155,080.      MT  (+/- 180 meters Scaled)
 JU0300
 JU0300                          SUPERSEDED SURVEY CONTROL
 JU0300
 JU0300  NGVD 29 (01/10/92)    3.752  (m)           12.31   (f) ADJUSTED    1 1
 JU0300
 JU0300.Superseded values are not recommended for survey control.
 JU0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0300.See file dsdata.txt to determine how the superseded data were derived.
 JU0300
 JU0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ481570(NAD 83)
 JU0300_MARKER: DB = BENCH MARK DISK
 JU0300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0300_SP_SET: BUILDING
 JU0300_STAMPING: Q 64 1963
 JU0300_MARK LOGO: CGS   
 JU0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0300+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1989
 JU0300
 JU0300  HISTORY     - Date     Condition        Report By
 JU0300  HISTORY     - 1963     MONUMENTED       CGS
 JU0300  HISTORY     - 1964     GOOD             CGS
 JU0300  HISTORY     - 1979     GOOD             NGS
 JU0300  HISTORY     - 19891101 GOOD             NJGS
 JU0300
 JU0300                          STATION DESCRIPTION
 JU0300
 JU0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0300'AT ATLANTIC CITY.
 JU0300'AT ATLANTIC CITY, AT THE PENNSYLVANIA-READING SEASHORE LINES
 JU0300'STATION, SET VERTICALLY IN THE NORTHEAST BRICK WALL, 2 FEET SOUTHEAST
 JU0300'OF THE NORTH CORNER OF STATION, 96 FEET NORTHWEST OF THE NORTHWEST
 JU0300'CURB OF ARTIC AVENUE, 12 FEET SOUTHWEST OF THE SOUTHWEST CURB OF
 JU0300'ARKANSAS AVENUE, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 JU0300
 JU0300                          STATION RECOVERY (1979)
 JU0300
 JU0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0300'NOTE--THE PENNSYLVANIA-READING SHORE LINE RAILROAD STATION IS NOW
 JU0300'THE TRAILWAYS BUS DEPOT.
 JU0300
 JU0300                          STATION RECOVERY (1989)
 JU0300
 JU0300'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 JU0300'THE STATION IS LOCATED IN ATLANTIC CITY, ON THE SOUTHWEST SIDE OF
 JU0300'ARKANSAS AVENUE.  THE STATION IS SET VERTICALLY IN THE NORTHEAST WALL
 JU0300'OF THE ATLANTIC CITY MUNICIPAL BUS TERMINAL, A TWO STORY BRICK
 JU0300'BUILDING, LOCATED ON THE NORTHWEST CORNER OF THE JUNCTION OF ARKANSAS
 JU0300'AND ARCTIC AVENUES.  THE STATION IS 28.4 M (93.2 FT) NORTHWEST OF THE
 JU0300'NORTHWEST CURBLINE OF ARCTIC AVENUE, 20.8 M (68.2 FT) NORTHWEST OF
 JU0300'THE SOUTHEAST CORNER OF THE BUS TERMINAL BUILDING, 12.9 M (42.3 FT)
 JU0300'SOUTH SOUTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, 4.0 M
 JU0300'(13.1 FT) SOUTHWEST OF THE CURBLINE ARKANSAS AVENUE AND ABOUT 1.0 M
 JU0300'(3.3 FT) ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0345 ***********************************************************************
 JU0345  DESIGNATION -  Q 65
 JU0345  PID         -  JU0345
 JU0345  STATE/COUNTY-  NJ/ATLANTIC
 JU0345  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0345
 JU0345                         *CURRENT SURVEY CONTROL
 JU0345  ___________________________________________________________________
 JU0345* NAD 83(1986)-  39 24 06.     (N)    074 30 49.     (W)     SCALED    
 JU0345* NAVD 88     -         8.768  (meters)      28.77   (feet)  ADJUSTED  
 JU0345  ___________________________________________________________________
 JU0345  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JU0345  DYNAMIC HT  -           8.763 (meters)      28.75  (feet)  COMP
 JU0345  MODELED GRAV-     980,116.0   (mgal)                       NAVD 88
 JU0345
 JU0345  VERT ORDER  -  FIRST     CLASS I
 JU0345
 JU0345.The horizontal coordinates were scaled from a topographic map and have
 JU0345.an estimated accuracy of +/- 6 seconds.
 JU0345
 JU0345.The orthometric height was determined by differential leveling
 JU0345.and adjusted by the National Geodetic Survey in June 1991..
 JU0345
 JU0345.The geoid height was determined by GEOID03.
 JU0345
 JU0345.The dynamic height is computed by dividing the NAVD 88
 JU0345.geopotential number by the normal gravity value computed on the
 JU0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0345.degrees latitude (g = 980.6199 gals.).
 JU0345
 JU0345.The modeled gravity was interpolated from observed gravity values.
 JU0345
 JU0345;                    North         East    Units  Estimated Accuracy
 JU0345;SPC NJ       -    63,090.      148,830.      MT  (+/- 180 meters Scaled)
 JU0345
 JU0345                          SUPERSEDED SURVEY CONTROL
 JU0345
 JU0345  NGVD 29 (04/16/92)    9.158  (m)           30.05   (f) ADJUSTED    1 1
 JU0345
 JU0345.Superseded values are not recommended for survey control.
 JU0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0345.See file dsdata.txt to determine how the superseded data were derived.
 JU0345
 JU0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ418614(NAD 83)
 JU0345_MARKER: DB = BENCH MARK DISK
 JU0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0345_STAMPING: Q 65 1964
 JU0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0345+STABILITY: SURFACE MOTION
 JU0345
 JU0345  HISTORY     - Date     Condition        Report By
 JU0345  HISTORY     - 1964     MONUMENTED       CGS
 JU0345  HISTORY     - 1979     GOOD             NGS
 JU0345
 JU0345                          STATION DESCRIPTION
 JU0345
 JU0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0345'AT PLEASANTVILLE.
 JU0345'AT PLEASANTVILLE, ABOUT 0.9 MILE NORTHEAST ALONG NORTH MAIN
 JU0345'STREET FROM THE CROSSING OF THE PENNSYLVANIA-READING SEASHORE
 JU0345'LINES RAILROAD, IN THE YARD OF THE MT. PLEASANT METHODIST CHURCH,
 JU0345'AT THE INTERSECTION OF NORTH MAIN STREET AND W. READING AVENUE,
 JU0345'62.0 FEET NORTHWEST OF THE NORTHWEST CURB OF THE STREET, 8.0
 JU0345'FEET NORTHEAST OF THE NORTHEAST CURB OF THE AVENUE, 44 FEET SOUTH
 JU0345'OF THE WEST CORNER OF THE CHURCH, 34 FEET WEST OF THE SOUTH
 JU0345'CORNER OF THE CHURCH, 0.8 FOOT NORTHEAST OF THE NORTHEAST EDGE
 JU0345'OF THE SIDEWALK, ABOUT LEVEL WITH THE SIDEWALK AND SET IN THE
 JU0345'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 JU0345
 JU0345                          STATION RECOVERY (1979)
 JU0345
 JU0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0345'NOTE, 7 FEET NORTHEAST OF POWER POLE BT 5721, P 17317.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0083 ***********************************************************************
 JU0083  DESIGNATION -  Q 66
 JU0083  PID         -  JU0083
 JU0083  STATE/COUNTY-  NJ/OCEAN
 JU0083  USGS QUAD   -  WEST CREEK (1972)
 JU0083
 JU0083                         *CURRENT SURVEY CONTROL
 JU0083  ___________________________________________________________________
 JU0083* NAD 83(1986)-  39 40 23.     (N)    074 16 44.     (W)     SCALED    
 JU0083* NAVD 88     -        11.169  (meters)      36.64   (feet)  ADJUSTED  
 JU0083  ___________________________________________________________________
 JU0083  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JU0083  DYNAMIC HT  -          11.164 (meters)      36.63  (feet)  COMP
 JU0083  MODELED GRAV-     980,161.0   (mgal)                       NAVD 88
 JU0083
 JU0083  VERT ORDER  -  FIRST     CLASS I
 JU0083
 JU0083.The horizontal coordinates were scaled from a topographic map and have
 JU0083.an estimated accuracy of +/- 6 seconds.
 JU0083
 JU0083.The orthometric height was determined by differential leveling
 JU0083.and adjusted by the National Geodetic Survey in June 1991..
 JU0083
 JU0083.The geoid height was determined by GEOID03.
 JU0083
 JU0083.The dynamic height is computed by dividing the NAVD 88
 JU0083.geopotential number by the normal gravity value computed on the
 JU0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0083.degrees latitude (g = 980.6199 gals.).
 JU0083
 JU0083.The modeled gravity was interpolated from observed gravity values.
 JU0083
 JU0083;                    North         East    Units  Estimated Accuracy
 JU0083;SPC NJ       -    93,240.      168,970.      MT  (+/- 180 meters Scaled)
 JU0083
 JU0083                          SUPERSEDED SURVEY CONTROL
 JU0083
 JU0083  NGVD 29 (04/16/92)   11.553  (m)           37.90   (f) ADJUSTED    1 1
 JU0083
 JU0083.Superseded values are not recommended for survey control.
 JU0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0083.See file dsdata.txt to determine how the superseded data were derived.
 JU0083
 JU0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ618917(NAD 83)
 JU0083_MARKER: DB = BENCH MARK DISK
 JU0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0083_STAMPING: Q 66 1964
 JU0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0083+STABILITY: SURFACE MOTION
 JU0083
 JU0083  HISTORY     - Date     Condition        Report By
 JU0083  HISTORY     - 1964     MONUMENTED       CGS
 JU0083  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0083  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0083  HISTORY     - 19941010 MARK NOT FOUND   USPSQD
 JU0083  HISTORY     - 19950201 MARK NOT FOUND   NJGS
 JU0083
 JU0083                          STATION DESCRIPTION
 JU0083
 JU0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0083'3.2 MI NE FROM WEST CREEK.
 JU0083'ABOUT 3.25 MILES NORTHEAST ALONG U.S. HIGHWAY 9 FROM THE POST
 JU0083'OFFICE AT WEST CREEK, ABOUT 0.65 MILE SOUTHWEST OF HIGHWAY
 JU0083'BRIDGE OVER CEDAR CREEK, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 JU0083'EXTENDING EAST AND SOUTH, NEAR THE JUNCTION OF ROAD LEADING
 JU0083'NORTHWEST, 35.0 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY,
 JU0083'1.0 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JU0083'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 JU0083'NOTE-- THIS BENCH MARK MAY ALSO BE REACHED BY GOING ABOUT 1.9
 JU0083'MILES SOUTHWEST ALONG U.S. HIGHWAY 9 FROM THE JUNCTION OF STATE
 JU0083'HIGHWAY 72 AT MANAHAWKIN.
 JU0083
 JU0083                          STATION RECOVERY (1979)
 JU0083
 JU0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0083'NOTE-- MARK MAY BE BURIED.
 JU0083
 JU0083                          STATION RECOVERY (1985)
 JU0083
 JU0083'RECOVERY NOTE BY US POWER SQUADRON 1985 (CWK)
 JU0083'MARK NOT FOUND.
 JU0083
 JU0083                          STATION RECOVERY (1994)
 JU0083
 JU0083'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0083'MARK NOT FOUND.
 JU0083
 JU0083                          STATION RECOVERY (1995)
 JU0083
 JU0083'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0083'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0083'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0176 ***********************************************************************
 JU0176  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0176  DESIGNATION -  Q 67
 JU0176  PID         -  JU0176
 JU0176  STATE/COUNTY-  NJ/OCEAN
 JU0176  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU0176
 JU0176                         *CURRENT SURVEY CONTROL
 JU0176  ___________________________________________________________________
 JU0176* NAD 83(1986)-  39 45 29.     (N)    074 06 17.     (W)     SCALED    
 JU0176* NAVD 88     -         1.907  (meters)       6.26   (feet)  ADJUSTED  
 JU0176  ___________________________________________________________________
 JU0176  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JU0176  DYNAMIC HT  -           1.906 (meters)       6.25  (feet)  COMP
 JU0176  MODELED GRAV-     980,161.3   (mgal)                       NAVD 88
 JU0176
 JU0176  VERT ORDER  -  FIRST     CLASS I
 JU0176
 JU0176.The horizontal coordinates were scaled from a topographic map and have
 JU0176.an estimated accuracy of +/- 6 seconds.
 JU0176
 JU0176.The orthometric height was determined by differential leveling
 JU0176.and adjusted by the National Geodetic Survey in June 1991..
 JU0176
 JU0176.This Tidal Bench Mark is designated as VM 11482
 JU0176.by the Center for Operational Oceanographic Products and Services.
 JU0176
 JU0176.The geoid height was determined by GEOID03.
 JU0176
 JU0176.The dynamic height is computed by dividing the NAVD 88
 JU0176.geopotential number by the normal gravity value computed on the
 JU0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0176.degrees latitude (g = 980.6199 gals.).
 JU0176
 JU0176.The modeled gravity was interpolated from observed gravity values.
 JU0176
 JU0176;                    North         East    Units  Estimated Accuracy
 JU0176;SPC NJ       -   102,730.      183,870.      MT  (+/- 180 meters Scaled)
 JU0176
 JU0176                          SUPERSEDED SURVEY CONTROL
 JU0176
 JU0176  NGVD 29 (??/??/??)    2.291  (m)            7.52   (f) ADJUSTED    1 1
 JU0176
 JU0176.Superseded values are not recommended for survey control.
 JU0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0176.See file dsdata.txt to determine how the superseded data were derived.
 JU0176
 JU0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK766012(NAD 83)
 JU0176_MARKER: DB = BENCH MARK DISK
 JU0176_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0176_SP_SET: 86 FEET
 JU0176_STAMPING: Q 67 1964
 JU0176_MARK LOGO: CGS   
 JU0176_PROJECTION: FLUSH
 JU0176_MAGNETIC: I = MARKER IS A STEEL ROD
 JU0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0176+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 JU0176
 JU0176  HISTORY     - Date     Condition        Report By
 JU0176  HISTORY     - 1964     MONUMENTED       CGS
 JU0176  HISTORY     - 1980     GOOD             NGS
 JU0176  HISTORY     - 20010116 POOR             NGS
 JU0176  HISTORY     - 20010116 POOR             JMSI
 JU0176  HISTORY     - 20010606 GOOD             NJGS
 JU0176
 JU0176                          STATION DESCRIPTION
 JU0176
 JU0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0176'AT BARNEGAT LIGHT.
 JU0176'ON LONG BEACH ISLAND, AT BARNEGAT LIGHT, AT THE COAST GUARD STATION,
 JU0176'311.0 FEET SOUTHEAST OF THE CENTER LINE OF CENTRAL AVENUE, AT THE
 JU0176'SOUTH CORNER OF THE LAWN OF THE STATION, 31.0 FEET NORTHEAST
 JU0176'OF THE CENTER LINE OF 7TH STREET, 9.0 FEET SOUTHWEST OF THE WEST
 JU0176'LEG OF FLAGPOLE BASE, 37.0 FEET SOUTHEAST OF THE SOUTHEAST EDGE
 JU0176'OF SIDEWALK LEADING TO THE ENTRANCE OF THE STATION, 1.3 FEET
 JU0176'NORTHEAST OF THE NORTHEAST EDGE OF SIDEWALK IN FRONT OF THE
 JU0176'STATION, ABOUT LEVEL WITH THE SIDEWALK AND IS A DISK ON TOP OF A
 JU0176'COPPER COATED STEEL ROD FLUSH AND PROTECTED BY A 8 INCH SQUARE TILE
 JU0176'FLUSH.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 86 FEET.
 JU0176
 JU0176                          STATION RECOVERY (1980)
 JU0176
 JU0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 JU0176'RECOVERED IN GOOD CONDITION.
 JU0176
 JU0176                          STATION RECOVERY (2001)
 JU0176
 JU0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DWS)
 JU0176'MARK RECOVERED IN POOR CONDITION.
 JU0176
 JU0176                          STATION RECOVERY (2001)
 JU0176
 JU0176'RECOVERY NOTE BY JAMES M. STEWART INC. 2001 (JMS)
 JU0176'FLAGPOLE IS NO LONGER STANDING BUT OLD ORIGINAL BASE IS STILL INTACT.
 JU0176'DISC HAS SUFFERED FROM HORIZONTAL SURFACE MOVEMENT.
 JU0176
 JU0176                          STATION RECOVERY (2001)
 JU0176
 JU0176'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0176'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 JU0176'2.8 M (9.2 FT) NORTHWEST FROM A FIRE HYDRANT, 13.0 M (42.7 FT)
 JU0176'SOUTHEAST FROM THE SOUTHEAST CORNER OF THE FRONT PORCH OF THE OLD
 JU0176'BARNEGAT LIGHT COAST GUARD STATION AND 10.35 M (33.96 FT) SOUTHEAST
 JU0176'FROM THE FLAG POLE ON THE FRONT LAWN OF THE OLD BARNEGAT LIGHT COAST
 JU0176'GUARD STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0046 ***********************************************************************
 JU0046  DESIGNATION -  Q 68
 JU0046  PID         -  JU0046
 JU0046  STATE/COUNTY-  NJ/OCEAN
 JU0046  USGS QUAD   -  TOMS RIVER (1989)
 JU0046
 JU0046                         *CURRENT SURVEY CONTROL
 JU0046  ___________________________________________________________________
 JU0046* NAD 83(1986)-  39 54 29.     (N)    074 09 20.     (W)     SCALED    
 JU0046* NAVD 88     -        11.970  (meters)      39.27   (feet)  ADJUSTED  
 JU0046  ___________________________________________________________________
 JU0046  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JU0046  DYNAMIC HT  -          11.964 (meters)      39.25  (feet)  COMP
 JU0046  MODELED GRAV-     980,162.1   (mgal)                       NAVD 88
 JU0046
 JU0046  VERT ORDER  -  FIRST     CLASS I
 JU0046
 JU0046.The horizontal coordinates were scaled from a topographic map and have
 JU0046.an estimated accuracy of +/- 6 seconds.
 JU0046
 JU0046.The orthometric height was determined by differential leveling
 JU0046.and adjusted by the National Geodetic Survey in June 1991..
 JU0046
 JU0046.The geoid height was determined by GEOID03.
 JU0046
 JU0046.The dynamic height is computed by dividing the NAVD 88
 JU0046.geopotential number by the normal gravity value computed on the
 JU0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0046.degrees latitude (g = 980.6199 gals.).
 JU0046
 JU0046.The modeled gravity was interpolated from observed gravity values.
 JU0046
 JU0046;                    North         East    Units  Estimated Accuracy
 JU0046;SPC NJ       -   119,360.      179,450.      MT  (+/- 180 meters Scaled)
 JU0046
 JU0046                          SUPERSEDED SURVEY CONTROL
 JU0046
 JU0046  NGVD 29 (04/16/92)   12.332  (m)           40.46   (f) ADJUSTED    1 1
 JU0046
 JU0046.Superseded values are not recommended for survey control.
 JU0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0046.See file dsdata.txt to determine how the superseded data were derived.
 JU0046
 JU0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK721178(NAD 83)
 JU0046_MARKER: DB = BENCH MARK DISK
 JU0046_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JU0046+WITH SETTING: INTO GROUND
 JU0046_SP_SET: 16 FEET
 JU0046_STAMPING: Q 68 1964
 JU0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0046+STABILITY: SURFACE MOTION
 JU0046
 JU0046  HISTORY     - Date     Condition        Report By
 JU0046  HISTORY     - 1964     MONUMENTED       CGS
 JU0046  HISTORY     - 1965     GOOD             CGS
 JU0046  HISTORY     - 1979     GOOD             NGS
 JU0046  HISTORY     - 1987     GOOD             USPSQD
 JU0046  HISTORY     - 19940712 GOOD             USPSQD
 JU0046  HISTORY     - 19990722 GOOD             USPSQD
 JU0046
 JU0046                          STATION DESCRIPTION
 JU0046
 JU0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU0046'0.6 MI N FROM BAYVILLE.
 JU0046'ABOUT 0.65 MILE NORTH ALONG U.S. HIGHWAY 9 FROM THE POST OFFICE
 JU0046'AT BAYVILLE, 0.55 MILE SOUTHWEST OF THE JUNCTION OF A ROAD LEADING
 JU0046'TO OCEAN GATE, 157 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 JU0046'TRINITY METHODIST CHURCH, 30.0 FEET WEST OF THE CENTER LINE OF
 JU0046'THE HIGHWAY, 14.7 FEET NORTH OF THE SOUTH END OF PIPE FENCE ALONG
 JU0046'EAST SIDE OF CEMETERY, 13 FEET EAST-NORTHEAST OF THE NORTHEAST
 JU0046'CORNER OF TOMBSTONE OF HANNAH C. BRITTON, 1.4 FOOT SOUTH OF A
 JU0046'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY
 JU0046'AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD FLUSH AND
 JU0046'PROTECTED BY A 8 INCH SQUARE TILE PROJECTING 0.1 FOOT.  THE ROD
 JU0046'WAS DRIVEN TO REFUSAL AT A DEPTH OF 16 FEET.
 JU0046
 JU0046                          STATION RECOVERY (1979)
 JU0046
 JU0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0046'RECOVERED IN GOOD CONDITION.
 JU0046
 JU0046                          STATION RECOVERY (1987)
 JU0046
 JU0046'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0046'RECOVERED IN GOOD CONDITION.
 JU0046
 JU0046                          STATION RECOVERY (1994)
 JU0046
 JU0046'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0046'RECOVERED IN GOOD CONDITION.
 JU0046
 JU0046                          STATION RECOVERY (1999)
 JU0046
 JU0046'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0164 ***********************************************************************
 JU0164  DESIGNATION -  Q 7
 JU0164  PID         -  JU0164
 JU0164  STATE/COUNTY-  NJ/OCEAN
 JU0164  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0164
 JU0164                         *CURRENT SURVEY CONTROL
 JU0164  ___________________________________________________________________
 JU0164* NAD 83(1986)-  39 42 28.     (N)    074 08 04.     (W)     SCALED    
 JU0164* NAVD 88     -         0.835  (meters)       2.74   (feet)  ADJUSTED  
 JU0164  ___________________________________________________________________
 JU0164  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JU0164  DYNAMIC HT  -           0.835 (meters)       2.74  (feet)  COMP
 JU0164  MODELED GRAV-     980,157.8   (mgal)                       NAVD 88
 JU0164
 JU0164  VERT ORDER  -  FIRST     CLASS I
 JU0164
 JU0164.The horizontal coordinates were scaled from a topographic map and have
 JU0164.an estimated accuracy of +/- 6 seconds.
 JU0164
 JU0164.The orthometric height was determined by differential leveling
 JU0164.and adjusted by the National Geodetic Survey in June 1991..
 JU0164.WARNING-Repeat measurements at this control monument indicate possible
 JU0164.vertical movement.
 JU0164
 JU0164.The geoid height was determined by GEOID03.
 JU0164
 JU0164.The dynamic height is computed by dividing the NAVD 88
 JU0164.geopotential number by the normal gravity value computed on the
 JU0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0164.degrees latitude (g = 980.6199 gals.).
 JU0164
 JU0164.The modeled gravity was interpolated from observed gravity values.
 JU0164
 JU0164;                    North         East    Units  Estimated Accuracy
 JU0164;SPC NJ       -    97,140.      181,350.      MT  (+/- 180 meters Scaled)
 JU0164
 JU0164                          SUPERSEDED SURVEY CONTROL
 JU0164
 JU0164  NGVD 29 (??/??/??)    1.219  (m)            4.00   (f) ADJUSTED    1 1
 JU0164
 JU0164.Superseded values are not recommended for survey control.
 JU0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0164.See file dsdata.txt to determine how the superseded data were derived.
 JU0164
 JU0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ741956(NAD 83)
 JU0164_MARKER: DB = BENCH MARK DISK
 JU0164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0164_SP_SET: FORMER GARAGE FOUNDATION
 JU0164_STAMPING: Q 7 1930 4.252
 JU0164_MARK LOGO: CGS   
 JU0164_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0164+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 JU0164
 JU0164  HISTORY     - Date     Condition        Report By
 JU0164  HISTORY     - 1930     MONUMENTED       CGS
 JU0164  HISTORY     - 1964     GOOD             CGS
 JU0164  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0164  HISTORY     - 20010626 GOOD             NJGS
 JU0164
 JU0164                          STATION DESCRIPTION
 JU0164
 JU0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0164'AT HARVEY CEDARS.
 JU0164'ON LONG BEACH ISLAND, AT HARVEY CEDARS, ABOUT 0.15 MILE NORTHEAST
 JU0164'ALONG LONG BEACH BOULEVARD FROM THE HARVEY CEDARS POST OFFICE,
 JU0164'THENCE ABOUT 0.05 MILE NORTHWEST ALONG 80TH STREET, AT THE SIGHT
 JU0164'OF THE STANDPIPE AND WATER WORKS, SET VERTICALLY IN THE SOUTHWEST
 JU0164'CONCRETE FOUNDATION OF THE GARAGE NEAR THE STANDPIPE, 6.9 FEET
 JU0164'SOUTHEAST OF THE WEST CORNER OF THE BUILDING, 77.0 FEET NORTHWEST
 JU0164'OF THE CENTER LINE OF ANCHOR AVENUE, 50.0 FEET NORTHEAST OF THE
 JU0164'CENTER LINE OF 80TH STREET, 21.5 FEET NORTHWEST OF THE SOUTH
 JU0164'CORNER OF THE BUILDING AND ABOUT 1.5 FEET UNDERGROUND.
 JU0164
 JU0164                          STATION RECOVERY (1987)
 JU0164
 JU0164'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0164'MARK NOT FOUND.
 JU0164
 JU0164                          STATION RECOVERY (2001)
 JU0164
 JU0164'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0164'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS
 JU0164'LOCATED IN THE BOROUGH OF HARVEY CEDARS IN THE COMMUNITY KNOWN LOCALLY
 JU0164'AS HIGHPOINT AND ON THE GROUNDS OF THE DEPARTMENT OF PUBLIC WORKS
 JU0164'WATER FACILITY.  THE GARAGE HAS BEEN REMOVED AT SOME TIME IN THE PAST,
 JU0164'BUT THE FOUNDATION REMAINS INTACT.  THE STATION IS A STANDARD DISK SET
 JU0164'VERTICALLY IN THE SOUTHWEST CORNER OF THE GARAGE FOUNDATION, ABOUT
 JU0164'0.45 M (1.48 FT) BELOW THE GROUND AND IS O.5 M NORTH FROM A 4 INCH BY
 JU0164'4 INCH FENCE POST WITH A METAL WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0727 ***********************************************************************
 KV0727  DESIGNATION -  Q 70
 KV0727  PID         -  KV0727
 KV0727  STATE/COUNTY-  NJ/MONMOUTH
 KV0727  USGS QUAD   -  SANDY HOOK (1981)
 KV0727
 KV0727                         *CURRENT SURVEY CONTROL
 KV0727  ___________________________________________________________________
 KV0727* NAD 83(1986)-  40 24 51.     (N)    074 03 26.     (W)     SCALED    
 KV0727* NAVD 88     -         5.082  (meters)      16.67   (feet)  ADJUSTED  
 KV0727  ___________________________________________________________________
 KV0727  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV0727  DYNAMIC HT  -           5.080 (meters)      16.67  (feet)  COMP
 KV0727  MODELED GRAV-     980,208.9   (mgal)                       NAVD 88
 KV0727
 KV0727  VERT ORDER  -  FIRST     CLASS II
 KV0727
 KV0727.The horizontal coordinates were scaled from a topographic map and have
 KV0727.an estimated accuracy of +/- 6 seconds.
 KV0727
 KV0727.The orthometric height was determined by differential leveling
 KV0727.and adjusted by the National Geodetic Survey in June 1991..
 KV0727
 KV0727.The geoid height was determined by GEOID03.
 KV0727
 KV0727.The dynamic height is computed by dividing the NAVD 88
 KV0727.geopotential number by the normal gravity value computed on the
 KV0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0727.degrees latitude (g = 980.6199 gals.).
 KV0727
 KV0727.The modeled gravity was interpolated from observed gravity values.
 KV0727
 KV0727;                    North         East    Units  Estimated Accuracy
 KV0727;SPC NJ       -   175,590.      187,580.      MT  (+/- 180 meters Scaled)
 KV0727
 KV0727                          SUPERSEDED SURVEY CONTROL
 KV0727
 KV0727  NGVD 29 (??/??/??)    5.447  (m)           17.87   (f) ADJUSTED    1 2
 KV0727
 KV0727.Superseded values are not recommended for survey control.
 KV0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0727.See file dsdata.txt to determine how the superseded data were derived.
 KV0727
 KV0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK799741(NAD 83)
 KV0727_MARKER: DB = BENCH MARK DISK
 KV0727_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV0727_SP_SET: 40 FEET
 KV0727_STAMPING: Q 70 1964
 KV0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0727
 KV0727  HISTORY     - Date     Condition        Report By
 KV0727  HISTORY     - 1964     MONUMENTED       CGS
 KV0727  HISTORY     - 1979     MARK NOT FOUND   NGS
 KV0727  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KV0727  HISTORY     - 19970905 MARK NOT FOUND   USPSQD
 KV0727
 KV0727                          STATION DESCRIPTION
 KV0727
 KV0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0727'AT LEONARDO.
 KV0727'AT LEONARDO, AT THE INTERSECTION OF STATE HIGHWAY 36 AND LEONARD
 KV0727'AVENUE, AT THE SOUTHEAST CORNER OF INTERSECTION, 81.0 FEET
 KV0727'SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 36 AND LEONARD
 KV0727'AVENUE, 54.0 FEET EAST OF THE CENTER LINE LEONARD AVENUE, 53.0
 KV0727'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 36, 40.0 FEET
 KV0727'NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN BRIDGE, 35.0
 KV0727'FEET WEST OF LIGHT POLE NUMBER MV 175 W, ABOUT 1 FOOT ABOVE
 KV0727'THE HIGHWAY AND IS A DISK ON A COPPER COATED STEEL ROD PROJECTING
 KV0727'ABOUT 6 INCHES AND PROTECTED BY A 8-INCH TILE WHICH PROJECTS ABOUT
 KV0727'8-INCHES ABOVE THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 40
 KV0727'FEET.  NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING 0.9 MILE
 KV0727'WEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE RAILROAD
 KV0727'STATION AT ATLANTIC HIGHLANDS.
 KV0727
 KV0727                          STATION RECOVERY (1979)
 KV0727
 KV0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0727'MARK NOT FOUND.
 KV0727
 KV0727                          STATION RECOVERY (1986)
 KV0727
 KV0727'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0727'MARK NOT FOUND.
 KV0727
 KV0727                          STATION RECOVERY (1997)
 KV0727
 KV0727'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0035 ***********************************************************************
 KV0035  DESIGNATION -  Q 71
 KV0035  PID         -  KV0035
 KV0035  STATE/COUNTY-  NJ/UNION
 KV0035  USGS QUAD   -  PERTH AMBOY (1981)
 KV0035
 KV0035                         *CURRENT SURVEY CONTROL
 KV0035  ___________________________________________________________________
 KV0035* NAD 83(1986)-  40 35 48.     (N)    074 17 13.     (W)     SCALED    
 KV0035* NAVD 88     -         4.909  (meters)      16.11   (feet)  ADJUSTED  
 KV0035  ___________________________________________________________________
 KV0035  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KV0035  DYNAMIC HT  -           4.907 (meters)      16.10  (feet)  COMP
 KV0035  MODELED GRAV-     980,211.5   (mgal)                       NAVD 88
 KV0035
 KV0035  VERT ORDER  -  FIRST     CLASS I
 KV0035
 KV0035.The horizontal coordinates were scaled from a topographic map and have
 KV0035.an estimated accuracy of +/- 6 seconds.
 KV0035
 KV0035.The orthometric height was determined by differential leveling
 KV0035.and adjusted by the National Geodetic Survey in June 1991..
 KV0035
 KV0035.The geoid height was determined by GEOID03.
 KV0035
 KV0035.The dynamic height is computed by dividing the NAVD 88
 KV0035.geopotential number by the normal gravity value computed on the
 KV0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0035.degrees latitude (g = 980.6199 gals.).
 KV0035
 KV0035.The modeled gravity was interpolated from observed gravity values.
 KV0035
 KV0035;                    North         East    Units  Estimated Accuracy
 KV0035;SPC NJ       -   195,780.      168,030.      MT  (+/- 180 meters Scaled)
 KV0035
 KV0035                          SUPERSEDED SURVEY CONTROL
 KV0035
 KV0035  NGVD 29 (04/16/92)    5.226  (m)           17.15   (f) ADJUSTED    1 1
 KV0035
 KV0035.Superseded values are not recommended for survey control.
 KV0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0035.See file dsdata.txt to determine how the superseded data were derived.
 KV0035
 KV0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK603942(NAD 83)
 KV0035_MARKER: DB = BENCH MARK DISK
 KV0035_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV0035_SP_SET: 38 1/2 FEET
 KV0035_STAMPING: Q 71 1965
 KV0035_MARK LOGO: CGS   
 KV0035_PROJECTION: FLUSH
 KV0035_MAGNETIC: I = MARKER IS A STEEL ROD
 KV0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0035+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2004
 KV0035
 KV0035  HISTORY     - Date     Condition        Report By
 KV0035  HISTORY     - 1965     MONUMENTED       CGS
 KV0035  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV0035  HISTORY     - 19940629 MARK NOT FOUND   USPSQD
 KV0035  HISTORY     - 20040706 GOOD             NJGS
 KV0035
 KV0035                          STATION DESCRIPTION
 KV0035
 KV0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0035'AT RAHWAY.
 KV0035'AT RAHWAY, ABOUT 0.4 MILE NORTHEAST ALONG NEW BRUNSWICK AVENUE
 KV0035'FROM THE JUNCTION OF ST. GEORGES AVENUE, ABOUT 135 YARDS
 KV0035'SOUTHWEST OF THE PENNSYLVANIA RAILROAD OVER NEW BRUNSWICK AVENUE,
 KV0035'NEAR THE NORTH CORNER OF A STEEL FENCE AROUND THE GROUNDS OF
 KV0035'ALLEN INDUSTRIES INC., 17 FEET SOUTHEAST OF THE SOUTHEAST CURB
 KV0035'LINE OF NEW BRUNSWICK AVNUE, 2 FEET SOUTHEAST OF A FENCE CORNER,
 KV0035'0.8 FOOT NORTHEAST OF A FENCE LINE, 1.5 FEET NORTHWEST OF A METAL
 KV0035'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE AVENUE AND IS A DISK
 KV0035'ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 0.4 FOOT
 KV0035'ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 4 INCH METAL
 KV0035'PIPE WHICH PROJECTS 4 1/2 INCHES ABOVE THE LEVEL OF THE GROUND.
 KV0035'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 38 1/2 FEET.
 KV0035
 KV0035                          STATION RECOVERY (1989)
 KV0035
 KV0035'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0035'MARK NOT FOUND.
 KV0035
 KV0035                          STATION RECOVERY (1994)
 KV0035
 KV0035'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0035'MARK NOT FOUND.
 KV0035
 KV0035                          STATION RECOVERY (2004)
 KV0035
 KV0035'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2004 (RJK)
 KV0035'THE STATION WAS RECOVERED IN GOOD CONDITION.  NOTE CHANGES--IS LOCATED
 KV0035'THE CITY OF RAHWAY.  THE WITNESS  POST IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0791 ***********************************************************************
 KV0791  DESIGNATION -  Q 73
 KV0791  PID         -  KV0791
 KV0791  STATE/COUNTY-  NJ/MIDDLESEX
 KV0791  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0791
 KV0791                         *CURRENT SURVEY CONTROL
 KV0791  ___________________________________________________________________
 KV0791* NAD 83(1986)-  40 29 27.     (N)    074 16 55.     (W)     SCALED    
 KV0791* NAVD 88     -         3.568  (meters)      11.71   (feet)  ADJUSTED  
 KV0791  ___________________________________________________________________
 KV0791  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV0791  DYNAMIC HT  -           3.566 (meters)      11.70  (feet)  COMP
 KV0791  MODELED GRAV-     980,216.4   (mgal)                       NAVD 88
 KV0791  OBS GRAVITY -     980,217.2   (mgal)                       GRAV_OBS
 KV0791
 KV0791  VERT ORDER  -  FIRST     CLASS II
 KV0791
 KV0791.The horizontal coordinates were scaled from a topographic map and have
 KV0791.an estimated accuracy of +/- 6 seconds.
 KV0791
 KV0791.The orthometric height was determined by differential leveling
 KV0791.and adjusted by the National Geodetic Survey in June 1991..
 KV0791
 KV0791.The geoid height was determined by GEOID03.
 KV0791
 KV0791.The dynamic height is computed by dividing the NAVD 88
 KV0791.geopotential number by the normal gravity value computed on the
 KV0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0791.degrees latitude (g = 980.6199 gals.).
 KV0791
 KV0791.The modeled gravity was interpolated from observed gravity values.
 KV0791.The observed gravity was obtained from relative gravimeter ties
 KV0791.to the IGSN71 gravity network.
 KV0791
 KV0791;                    North         East    Units  Estimated Accuracy
 KV0791;SPC NJ       -   184,030.      168,490.      MT  (+/- 180 meters Scaled)
 KV0791
 KV0791                          SUPERSEDED SURVEY CONTROL
 KV0791
 KV0791  NGVD 29 (01/10/92)    3.868  (m)           12.69   (f) ADJUSTED    1 2
 KV0791
 KV0791.Superseded values are not recommended for survey control.
 KV0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0791.See file dsdata.txt to determine how the superseded data were derived.
 KV0791
 KV0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK608824(NAD 83)
 KV0791_MARKER: DV = VERTICAL CONTROL DISK
 KV0791_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0791_SP_SET: WALL HOUSE
 KV0791_STAMPING: Q 73 1974
 KV0791_MARK LOGO: NGS   
 KV0791_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0791+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 KV0791
 KV0791  HISTORY     - Date     Condition        Report By
 KV0791  HISTORY     - 1974     MONUMENTED       NGS
 KV0791  HISTORY     - 1978     GOOD             NGS
 KV0791  HISTORY     - 1979     GOOD             NGS
 KV0791  HISTORY     - 19980519 GOOD             NJGS
 KV0791  HISTORY     - 20020723 GOOD             USGS
 KV0791
 KV0791                          STATION DESCRIPTION
 KV0791
 KV0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV0791'AT SOUTH AMBOY.
 KV0791'AT SOUTH AMBOY, 0.5 MILE NORTH ALONG THE NEW YORK AND LONG BRANCH
 KV0791'RAILROAD FROM THE STATION, AT THE JERSEY CENTRAL POWER AND LIGHT
 KV0791'COMPANY STATION, SET VERTICALLY IN THE SOUTHWEST FACE 3.9 FEET
 KV0791'SOUTHEAST OF THE SOUTHWEST CORNER OF THE JERSEY CENTRAL POWER
 KV0791'BLDG, 25.6 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS
 KV0791'LEADING INTO THE SOUTHWEST TRAIN ENTRANCE, AND ABOUT 2.5 FEET
 KV0791'HIGHER THAN THE SIDEWALK.
 KV0791
 KV0791                          STATION RECOVERY (1978)
 KV0791
 KV0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0791'RECOVERED IN GOOD CONDITION.
 KV0791
 KV0791                          STATION RECOVERY (1979)
 KV0791
 KV0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0791'RECOVERED IN GOOD CONDITION.
 KV0791
 KV0791                          STATION RECOVERY (1998)
 KV0791
 KV0791'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV0791'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE STATION IS
 KV0791'LOCATED ON THE GROUNDS OF THE JERSEY CENTRAL POWER AND LIGHT COMPANY
 KV0791'WERNER GENERATION STATION.  ACCESS TO THE SITE CAN BE OBTAINED FROM
 KV0791'PERSONNEL AT THE JERSEY CENTRAL POWER AND LIGHT COMPANY SAYREVILLE
 KV0791'GENERATION STATION, PHONE 732 257 0133.
 KV0791
 KV0791                          STATION RECOVERY (2002)
 KV0791
 KV0791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 KV0791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1134 ***********************************************************************
 KV1134  DESIGNATION -  Q 74
 KV1134  PID         -  KV1134
 KV1134  STATE/COUNTY-  NJ/MERCER
 KV1134  USGS QUAD   -  TRENTON EAST (1981)
 KV1134
 KV1134                         *CURRENT SURVEY CONTROL
 KV1134  ___________________________________________________________________
 KV1134* NAD 83(1986)-  40 11 46.     (N)    074 38 31.     (W)     SCALED    
 KV1134* NAVD 88     -        19.235  (meters)      63.11   (feet)  ADJUSTED  
 KV1134  ___________________________________________________________________
 KV1134  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV1134  DYNAMIC HT  -          19.227 (meters)      63.08  (feet)  COMP
 KV1134  MODELED GRAV-     980,196.6   (mgal)                       NAVD 88
 KV1134
 KV1134  VERT ORDER  -  FIRST     CLASS II
 KV1134
 KV1134.The horizontal coordinates were scaled from a topographic map and have
 KV1134.an estimated accuracy of +/- 6 seconds.
 KV1134
 KV1134.The orthometric height was determined by differential leveling
 KV1134.and adjusted by the National Geodetic Survey in June 1991..
 KV1134.WARNING-Repeat measurements at this control monument indicate possible
 KV1134.vertical movement.
 KV1134
 KV1134.The geoid height was determined by GEOID03.
 KV1134
 KV1134.The dynamic height is computed by dividing the NAVD 88
 KV1134.geopotential number by the normal gravity value computed on the
 KV1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1134.degrees latitude (g = 980.6199 gals.).
 KV1134
 KV1134.The modeled gravity was interpolated from observed gravity values.
 KV1134
 KV1134;                    North         East    Units  Estimated Accuracy
 KV1134;SPC NJ       -   151,300.      137,920.      MT  (+/- 180 meters Scaled)
 KV1134
 KV1134                          SUPERSEDED SURVEY CONTROL
 KV1134
 KV1134  NGVD 29 (01/10/92)   19.563  (m)           64.18   (f) ADJUSTED    1 2
 KV1134
 KV1134.Superseded values are not recommended for survey control.
 KV1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1134.See file dsdata.txt to determine how the superseded data were derived.
 KV1134
 KV1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK304495(NAD 83)
 KV1134_MARKER: DB = BENCH MARK DISK
 KV1134_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1134_SP_SET: CONCRETE CULVERT HEADWALL
 KV1134_STAMPING: Q 74 1974
 KV1134_MARK LOGO: NGS   
 KV1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1134+STABILITY: SURFACE MOTION
 KV1134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1134+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1988
 KV1134
 KV1134  HISTORY     - Date     Condition        Report By
 KV1134  HISTORY     - 1974     MONUMENTED       NGS
 KV1134  HISTORY     - 19880817 GOOD             NJGS
 KV1134
 KV1134                          STATION DESCRIPTION
 KV1134
 KV1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1134'1.6 MI SW FROM ROBBINSVILLE.
 KV1134'1.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 130 FROM THE INTERSECTION
 KV1134'OF COUNTY ROAD 526 AT ROBBINSVILLE, IN THE TOP OF THE CENTER OF
 KV1134'THE NORTHWEST CONCRETE HEADWALL OF A CULVERT, 31.0 FEET
 KV1134'NORTHWEST OF THE CENTER LINE OF THE SOUTHBOUND LANES OF THE
 KV1134'HIGHWAY, 34 FEET SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY WEST
 KV1134'TO A FARMHOUSE, 31.2 FEET NORTHEAST OF POWER POLE 64, AND ABOUT
 KV1134'1 FOOT HIGHER THAN THE HIGHWAY.
 KV1134
 KV1134                          STATION RECOVERY (1988)
 KV1134
 KV1134'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1134'IN HAMILTON TOWNSHIP, 2.6 KM (1.6 MI) SOUTHWEST ON U.S. HIGHWAY
 KV1134'ROUTE 130 FROM ITS JUNCTION WITH ALLENTOWN ROBBINSVILLE ROAD, COUNTY
 KV1134'ROUTE 526, ALSO 0.8 KM (0.5 MI) SOUTHWEST ALONG ROUTE 130 FROM THE
 KV1134'ROUTE I195 OVERPASS, TO THE MARK ON THE RIGHT.  SET ON TOP AND AT THE
 KV1134'CENTER OF THE NORTHWEST CONCRETE HEADWALL OF A CULVERT CROSSING UNDER
 KV1134'ROUTE 130 OF A NORTHWEST FLOWING TRIBUTARY STREAM TO EDGES BROOK, 9.4
 KV1134'M (30.8 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 KV1134'ROUTE 130, 9.5 M (31.2 FT) NORTHEAST OF POLE NUMBER 64, ABOUT 0.3 M
 KV1134'(1.0 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1153 ***********************************************************************
 KV1153  DESIGNATION -  Q 75
 KV1153  PID         -  KV1153
 KV1153  STATE/COUNTY-  NJ/BURLINGTON
 KV1153  USGS QUAD   -  BRISTOL (1981)
 KV1153
 KV1153                         *CURRENT SURVEY CONTROL
 KV1153  ___________________________________________________________________
 KV1153* NAD 83(1986)-  40 06 10.     (N)    074 47 31.     (W)     SCALED    
 KV1153* NAVD 88     -        15.778  (meters)      51.77   (feet)  ADJUSTED  
 KV1153  ___________________________________________________________________
 KV1153  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KV1153  DYNAMIC HT  -          15.771 (meters)      51.74  (feet)  COMP
 KV1153  MODELED GRAV-     980,195.4   (mgal)                       NAVD 88
 KV1153
 KV1153  VERT ORDER  -  FIRST     CLASS II
 KV1153
 KV1153.The horizontal coordinates were scaled from a topographic map and have
 KV1153.an estimated accuracy of +/- 6 seconds.
 KV1153
 KV1153.The orthometric height was determined by differential leveling
 KV1153.and adjusted by the National Geodetic Survey in June 1991..
 KV1153
 KV1153.The geoid height was determined by GEOID03.
 KV1153
 KV1153.The dynamic height is computed by dividing the NAVD 88
 KV1153.geopotential number by the normal gravity value computed on the
 KV1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1153.degrees latitude (g = 980.6199 gals.).
 KV1153
 KV1153.The modeled gravity was interpolated from observed gravity values.
 KV1153
 KV1153;                    North         East    Units  Estimated Accuracy
 KV1153;SPC NJ       -   140,970.      125,110.      MT  (+/- 180 meters Scaled)
 KV1153
 KV1153                          SUPERSEDED SURVEY CONTROL
 KV1153
 KV1153  NGVD 29 (01/10/92)   16.101  (m)           52.82   (f) ADJUSTED    1 2
 KV1153
 KV1153.Superseded values are not recommended for survey control.
 KV1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1153.See file dsdata.txt to determine how the superseded data were derived.
 KV1153
 KV1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK177391(NAD 83)
 KV1153_MARKER: DB = BENCH MARK DISK
 KV1153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1153_SP_SET: PIER
 KV1153_STAMPING: Q 75 1974
 KV1153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1153
 KV1153  HISTORY     - Date     Condition        Report By
 KV1153  HISTORY     - 1974     MONUMENTED       NGS
 KV1153
 KV1153                          STATION DESCRIPTION
 KV1153
 KV1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1153'5.6 MI SW FROM BORDENTOWN.
 KV1153'5.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 130 FROM THE SOUTH
 KV1153'INTERSECTION OF U.S. HIGHWAY 206 AT BORDENTOWN, AT THE NEW JERSEY
 KV1153'TURNPIKE EXTENSION, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 KV1153'MOST SOUTHWEST PIER ALONG THE NORTHWEST SIDE OF THE HIGHWAY, 35.1
 KV1153'FEET NORTHWEST OF CENTER LINE OF THE SOUTHWEST BOUND LANE OF
 KV1153'THE HIGHWAY AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2934 ***********************************************************************
 KV2934  DESIGNATION -  Q 77
 KV2934  PID         -  KV2934
 KV2934  STATE/COUNTY-  NJ/HUNTERDON
 KV2934  USGS QUAD   -  HIGH BRIDGE (1970)
 KV2934
 KV2934                         *CURRENT SURVEY CONTROL
 KV2934  ___________________________________________________________________
 KV2934* NAD 83(1986)-  40 38 28.     (N)    074 53 48.     (W)     SCALED    
 KV2934* NAVD 88     -        75.566  (meters)     247.92   (feet)  ADJUSTED  
 KV2934  ___________________________________________________________________
 KV2934  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KV2934  DYNAMIC HT  -          75.532 (meters)     247.81  (feet)  COMP
 KV2934  MODELED GRAV-     980,169.9   (mgal)                       NAVD 88
 KV2934
 KV2934  VERT ORDER  -  FIRST     CLASS II
 KV2934
 KV2934.The horizontal coordinates were scaled from a topographic map and have
 KV2934.an estimated accuracy of +/- 6 seconds.
 KV2934
 KV2934.The orthometric height was determined by differential leveling
 KV2934.and adjusted by the National Geodetic Survey in June 1991..
 KV2934
 KV2934.The geoid height was determined by GEOID03.
 KV2934
 KV2934.The dynamic height is computed by dividing the NAVD 88
 KV2934.geopotential number by the normal gravity value computed on the
 KV2934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2934.degrees latitude (g = 980.6199 gals.).
 KV2934
 KV2934.The modeled gravity was interpolated from observed gravity values.
 KV2934
 KV2934;                    North         East    Units  Estimated Accuracy
 KV2934;SPC NJ       -   200,770.      116,450.      MT  (+/- 180 meters Scaled)
 KV2934
 KV2934                          SUPERSEDED SURVEY CONTROL
 KV2934
 KV2934  NGVD 29 (01/10/92)   75.803  (m)          248.70   (f) ADJUSTED    1 2
 KV2934
 KV2934.Superseded values are not recommended for survey control.
 KV2934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2934.See file dsdata.txt to determine how the superseded data were derived.
 KV2934
 KV2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK087989(NAD 83)
 KV2934_MARKER: DB = BENCH MARK DISK
 KV2934_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2934_SP_SET: ABUTMENT
 KV2934_STAMPING: Q 77 1978
 KV2934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2934+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2004
 KV2934
 KV2934  HISTORY     - Date     Condition        Report By
 KV2934  HISTORY     - 1978     MONUMENTED       NGS
 KV2934  HISTORY     - 20040409 GOOD             GEOCAC
 KV2934
 KV2934                          STATION DESCRIPTION
 KV2934
 KV2934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2934'1.0 MI EAST FROM CLINTON.
 KV2934'1.0 MILE EAST ALONG STATE HIGHWAY 173 AND COUNTY ROAD 514 FROM THE
 KV2934'CONCRETE BRIDGE OVER THE SOUTH BRANCH OF THE RARITAN RIVER AT CLINTON,
 KV2934'SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF
 KV2934'HIGHWAY 173 BRIDGE OVER INTERSTATE HIGHWAY 78, 24.5 FEET EAST OF THE
 KV2934'CENTER LINE OF THE HIGHWAY, AND 22.1 FEET NORTH OF POWER POLE NUMBER
 KV2934'CTH 3396. ALSO 1.0 MILE WEST ALONG BEAVER ROAD FROM THE POST OFFICE
 KV2934'AT ANNANDALE.
 KV2934
 KV2934                          STATION RECOVERY (2004)
 KV2934
 KV2934'RECOVERY NOTE BY GEOCACHING 2004 (JKS)
 KV2934'THE CO-ORDINATES ARE RIGHT ON BUT THE DESCRIPTION IS IN ERROR. THIS
 KV2934'BRIDGE IS OVER ROUTE 31 NOT 78 WHICH IS PARRALLEL AND ABOUT 1/4 MILE
 KV2934'TO THE EAST.
 KV2934'MARKER IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2278 ***********************************************************************
 JU2278  DESIGNATION -  Q 78
 JU2278  PID         -  JU2278
 JU2278  STATE/COUNTY-  NJ/CUMBERLAND
 JU2278  USGS QUAD   -  MILLVILLE (1997)
 JU2278
 JU2278                         *CURRENT SURVEY CONTROL
 JU2278  ___________________________________________________________________
 JU2278* NAD 83(1986)-  39 23 15.     (N)    075 02 00.     (W)     SCALED    
 JU2278* NAVD 88     -         4.167  (meters)      13.67   (feet)  ADJUSTED  
 JU2278  ___________________________________________________________________
 JU2278  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JU2278  DYNAMIC HT  -           4.164 (meters)      13.66  (feet)  COMP
 JU2278  MODELED GRAV-     980,125.4   (mgal)                       NAVD 88
 JU2278  OBS GRAVITY -     980,125.5   (mgal)                       GRAV_OBS
 JU2278
 JU2278  VERT ORDER  -  FIRST     CLASS II
 JU2278
 JU2278.The horizontal coordinates were scaled from a topographic map and have
 JU2278.an estimated accuracy of +/- 6 seconds.
 JU2278
 JU2278.The orthometric height was determined by differential leveling
 JU2278.and adjusted by the National Geodetic Survey in June 1991..
 JU2278
 JU2278.The geoid height was determined by GEOID03.
 JU2278
 JU2278.The dynamic height is computed by dividing the NAVD 88
 JU2278.geopotential number by the normal gravity value computed on the
 JU2278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2278.degrees latitude (g = 980.6199 gals.).
 JU2278
 JU2278.The modeled gravity was interpolated from observed gravity values.
 JU2278.The observed gravity was obtained from relative gravimeter ties
 JU2278.to the IGSN71 gravity network.
 JU2278
 JU2278;                    North         East    Units  Estimated Accuracy
 JU2278;SPC NJ       -    61,650.      104,060.      MT  (+/- 180 meters Scaled)
 JU2278
 JU2278                          SUPERSEDED SURVEY CONTROL
 JU2278
 JU2278  NGVD 29 (01/10/92)    4.499  (m)           14.76   (f) ADJUSTED    1 2
 JU2278
 JU2278.Superseded values are not recommended for survey control.
 JU2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2278.See file dsdata.txt to determine how the superseded data were derived.
 JU2278
 JU2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ971597(NAD 83)
 JU2278_MARKER: DB = BENCH MARK DISK
 JU2278_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2278_SP_SET: STAINLESS STEEL ROD
 JU2278_STAMPING: Q 78 1979
 JU2278_PROJECTION: RECESSED 5 CENTIMETERS
 JU2278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2278_ROD/PIPE-DEPTH: 6.10 meters
 JU2278
 JU2278  HISTORY     - Date     Condition        Report By
 JU2278  HISTORY     - 1979     MONUMENTED       NGS
 JU2278  HISTORY     - 19950129 GOOD             USPSQD
 JU2278
 JU2278                          STATION DESCRIPTION
 JU2278
 JU2278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2278'0.55 MI SE FROM MILLVILLE.
 JU2278'0.55 MILE SOUTHEAST ALONG STATE ROUTE 47 FROM THE JNCTION OF STATE
 JU2278'ROUTE 49 IN MILLVILLE, AT THE EAST CORNER OF A 6-FOOT HIGH CHAIN
 JU2278'LINK FENCE AROUND AN ELECTRICAL SUB STATION, 86.5 FEET NORTHWEST OF
 JU2278'POWER POLE NUMBER 56-475, 30 FEET SOUTHWEST OF THE CENTER LINE OF
 JU2278'THE HIGHWAY, 1.5 FEET SOUTHEAST OF THE FENCE CORNER.
 JU2278'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 JU2278'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2278
 JU2278                          STATION RECOVERY (1995)
 JU2278
 JU2278'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2415 ***********************************************************************
 JU2415  DESIGNATION -  Q 79
 JU2415  PID         -  JU2415
 JU2415  STATE/COUNTY-  NJ/CAPE MAY
 JU2415  USGS QUAD   -  OCEAN CITY (1994)
 JU2415
 JU2415                         *CURRENT SURVEY CONTROL
 JU2415  ___________________________________________________________________
 JU2415* NAD 83(1986)-  39 16 16.     (N)    074 35 10.     (W)     SCALED    
 JU2415* NAVD 88     -         1.375  (meters)       4.51   (feet)  ADJUSTED  
 JU2415  ___________________________________________________________________
 JU2415  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 JU2415  DYNAMIC HT  -           1.375 (meters)       4.51  (feet)  COMP
 JU2415  MODELED GRAV-     980,096.8   (mgal)                       NAVD 88
 JU2415
 JU2415  VERT ORDER  -  FIRST     CLASS II
 JU2415
 JU2415.The horizontal coordinates were scaled from a topographic map and have
 JU2415.an estimated accuracy of +/- 6 seconds.
 JU2415
 JU2415.The orthometric height was determined by differential leveling
 JU2415.and adjusted by the National Geodetic Survey in June 1991..
 JU2415
 JU2415.The geoid height was determined by GEOID03.
 JU2415
 JU2415.The dynamic height is computed by dividing the NAVD 88
 JU2415.geopotential number by the normal gravity value computed on the
 JU2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2415.degrees latitude (g = 980.6199 gals.).
 JU2415
 JU2415.The modeled gravity was interpolated from observed gravity values.
 JU2415
 JU2415;                    North         East    Units  Estimated Accuracy
 JU2415;SPC NJ       -    48,600.      142,570.      MT  (+/- 180 meters Scaled)
 JU2415
 JU2415                          SUPERSEDED SURVEY CONTROL
 JU2415
 JU2415  NGVD 29 (01/10/92)    1.766  (m)            5.79   (f) ADJUSTED    1 2
 JU2415
 JU2415.Superseded values are not recommended for survey control.
 JU2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2415.See file dsdata.txt to determine how the superseded data were derived.
 JU2415
 JU2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ357469(NAD 83)
 JU2415_MARKER: DJ = TIDAL STATION DISK
 JU2415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2415_SP_SET: STAINLESS STEEL ROD
 JU2415_STAMPING: Q 79 1979
 JU2415_MARK LOGO: NGS   
 JU2415_PROJECTION: FLUSH
 JU2415_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2415+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1997
 JU2415_ROD/PIPE-DEPTH: 12.2 meters
 JU2415
 JU2415  HISTORY     - Date     Condition        Report By
 JU2415  HISTORY     - 1979     MONUMENTED       NGS
 JU2415  HISTORY     - 19970502 GOOD             NJGS
 JU2415
 JU2415                          STATION DESCRIPTION
 JU2415
 JU2415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2415'0.8 MI SW FROM OCEAN CITY.
 JU2415'0.8 MILE SOUTHWEST ALONG ASBURY AVENUE FROM THE CITY AHLL IN
 JU2415'OCEAN CITY, AT THE JUNCTION OF 16TH STREET, IN FRONT OF HOUSE NUMBER
 JU2415'311, 38 FEET NORTHEAST OF THE CENTER OF 16TH STREET, 4.5 FEET
 JU2415'NORTHEAST OF FIRE HYDRANT, 2 FEET NORTHEAST OF POWER POLE NUMBER
 JU2415'O 2451 WITH A STREET LAMP AND A FIRE ALARM BOX, 2 FEET NORTHWEST
 JU2415'OF THE NORTHWEST CURB OF THE AVENUE, 1 FOOT SOUTHEAST OF A SIDEWALK.
 JU2415'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 JU2415
 JU2415                          STATION RECOVERY (1997)
 JU2415
 JU2415'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (JVS)
 JU2415'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGE.  HOUSE NUMBER 311
 JU2415'ASBURY AVENUE IS NOW HOUSE NUMBER 1560 ASBURY AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0458 ***********************************************************************
 JU0458  DESIGNATION -  Q 8
 JU0458  PID         -  JU0458
 JU0458  STATE/COUNTY-  NJ/CAPE MAY
 JU0458  USGS QUAD   -  WOODBINE (1972)
 JU0458
 JU0458                         *CURRENT SURVEY CONTROL
 JU0458  ___________________________________________________________________
 JU0458* NAD 83(1986)-  39 10 40.     (N)    074 45 43.     (W)     SCALED    
 JU0458* NAVD 88     -         6.382  (meters)      20.94   (feet)  ADJUSTED  
 JU0458  ___________________________________________________________________
 JU0458  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 JU0458  DYNAMIC HT  -           6.379 (meters)      20.93  (feet)  COMP
 JU0458  MODELED GRAV-     980,080.8   (mgal)                       NAVD 88
 JU0458
 JU0458  VERT ORDER  -  FIRST     CLASS II
 JU0458
 JU0458.The horizontal coordinates were scaled from a topographic map and have
 JU0458.an estimated accuracy of +/- 6 seconds.
 JU0458
 JU0458.The orthometric height was determined by differential leveling
 JU0458.and adjusted by the National Geodetic Survey in June 1991..
 JU0458
 JU0458.The geoid height was determined by GEOID03.
 JU0458
 JU0458.The dynamic height is computed by dividing the NAVD 88
 JU0458.geopotential number by the normal gravity value computed on the
 JU0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0458.degrees latitude (g = 980.6199 gals.).
 JU0458
 JU0458.The modeled gravity was interpolated from observed gravity values.
 JU0458
 JU0458;                    North         East    Units  Estimated Accuracy
 JU0458;SPC NJ       -    38,270.      127,370.      MT  (+/- 180 meters Scaled)
 JU0458
 JU0458                          SUPERSEDED SURVEY CONTROL
 JU0458
 JU0458  NGVD 29 (04/16/92)    6.771  (m)           22.21   (f) ADJUSTED    1 2
 JU0458
 JU0458.Superseded values are not recommended for survey control.
 JU0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0458.See file dsdata.txt to determine how the superseded data were derived.
 JU0458
 JU0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ205365(NAD 83)
 JU0458_MARKER: DB = BENCH MARK DISK
 JU0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0458_SP_SET: CONCRETE BASE
 JU0458_STAMPING: Q 8 1930 22.215
 JU0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0458
 JU0458  HISTORY     - Date     Condition        Report By
 JU0458  HISTORY     - 1930     MONUMENTED       CGS
 JU0458  HISTORY     - 1961     GOOD             CGS
 JU0458  HISTORY     - 1962     GOOD             CGS
 JU0458  HISTORY     - 1979     GOOD             NGS
 JU0458
 JU0458                          STATION DESCRIPTION
 JU0458
 JU0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0458'AT SEAVILLE.
 JU0458'0.05 MILE SOUTH OF COLLINS LUMBER COMPANY, 54 FEET EAST OF THE
 JU0458'CENTER OF THE BLACK TOPPED ROAD LEADING NORTH ALONG OLD RAILROAD
 JU0458'AND 22 FEET NORTH OF THE CENTER LINE OF THE BLACK TOPPED ROAD
 JU0458'NORTHEAST AND SOUTHWEST LEADING TO SOUTH DENNIS.  SET IN A DRILL
 JU0458'HOLE IN THE NORTH CORNER OF THE CONCRETE BASE OF AN ABANDONED
 JU0458'SEMAPHORE ON THE ABANDONED PENNSYLVANIA, READING AND SEASHORE
 JU0458'LINE RAILROAD.  NOTE-- LOCATED BY AN OLD RAILROAD, THE RAILS
 JU0458'OF WHICH HAVE LONG SINCE BEEN REMOVED.
 JU0458
 JU0458                          STATION RECOVERY (1962)
 JU0458
 JU0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 JU0458'RECOVERED IN GOOD CONDITION.
 JU0458
 JU0458                          STATION RECOVERY (1979)
 JU0458
 JU0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2102 ***********************************************************************
 KU2102  DESIGNATION -  Q 80
 KU2102  PID         -  KU2102
 KU2102  STATE/COUNTY-  NJ/MONMOUTH
 KU2102  USGS QUAD   -  SANDY HOOK (1981)
 KU2102
 KU2102                         *CURRENT SURVEY CONTROL
 KU2102  ___________________________________________________________________
 KU2102* NAD 83(1986)-  40 26 11.     (N)    073 59 20.     (W)     SCALED    
 KU2102* NAVD 88     -         1.994  (meters)       6.54   (feet)  ADJUSTED  
 KU2102  ___________________________________________________________________
 KU2102  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KU2102  DYNAMIC HT  -           1.993 (meters)       6.54  (feet)  COMP
 KU2102  MODELED GRAV-     980,196.0   (mgal)                       NAVD 88
 KU2102
 KU2102  VERT ORDER  -  FIRST     CLASS II
 KU2102
 KU2102.The horizontal coordinates were scaled from a topographic map and have
 KU2102.an estimated accuracy of +/- 6 seconds.
 KU2102
 KU2102.The orthometric height was determined by differential leveling
 KU2102.and adjusted by the National Geodetic Survey in June 1991..
 KU2102
 KU2102.The geoid height was determined by GEOID03.
 KU2102
 KU2102.The dynamic height is computed by dividing the NAVD 88
 KU2102.geopotential number by the normal gravity value computed on the
 KU2102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU2102.degrees latitude (g = 980.6199 gals.).
 KU2102
 KU2102.The modeled gravity was interpolated from observed gravity values.
 KU2102
 KU2102;                    North         East    Units  Estimated Accuracy
 KU2102;SPC NJ       -   178,090.      193,360.      MT  (+/- 180 meters Scaled)
 KU2102
 KU2102                          SUPERSEDED SURVEY CONTROL
 KU2102
 KU2102  NGVD 29 (01/10/92)    2.312  (m)            7.59   (f) ADJUSTED    1 2
 KU2102
 KU2102.Superseded values are not recommended for survey control.
 KU2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2102.See file dsdata.txt to determine how the superseded data were derived.
 KU2102
 KU2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK857766(NAD 83)
 KU2102_MARKER: DV = VERTICAL CONTROL DISK
 KU2102_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KU2102_SP_SET: STAINLESS STEEL ROD
 KU2102_STAMPING: Q 80 1979
 KU2102_MARK LOGO: NGS   
 KU2102_PROJECTION: RECESSED 5 CENTIMETERS
 KU2102_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU2102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU2102+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2003
 KU2102_ROD/PIPE-DEPTH: 7.62 meters
 KU2102
 KU2102  HISTORY     - Date     Condition        Report By
 KU2102  HISTORY     - 1979     MONUMENTED       NGS
 KU2102  HISTORY     - 19950622 GOOD             NJGS
 KU2102  HISTORY     - 19950624 GOOD             USPSQD
 KU2102  HISTORY     - 20030523 GOOD             NJGS
 KU2102
 KU2102                          STATION DESCRIPTION
 KU2102
 KU2102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KU2102'IN SANDYHOOK.
 KU2102'AT FORT HANCOCK, 0.5 MILE NORTH ALONG SANDY HOOK ROAD FROM THE
 KU2102'MAIN GATE TO THE MILITARY RESERVATION, AT A CROSS OVER BETWEEN THE
 KU2102'NORTH AND SOUTHBOUND LANES, 48 FEET EAST OF THE CENTERLINE OF THE
 KU2102'SOUTHBOUND LANES, 32 FEET NORTH OF THE CENTERLINE OF THE CROSSOVER,
 KU2102'10 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF HUT E, 5.1 FEET
 KU2102'SOUTH OF POWER POLE NUMBER JC 8398 MDT.
 KU2102'THE MARK IS 1 FT  N FROM A WITNESS POST.
 KU2102'THE MARK IS 1 FT BELOW SOUTH BOUND LANES.
 KU2102
 KU2102                          STATION RECOVERY (1995)
 KU2102
 KU2102'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KU2102'RECOVERED AS DESCRIBED.
 KU2102
 KU2102                          STATION RECOVERY (1995)
 KU2102
 KU2102'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU2102'RECOVERED IN GOOD CONDITION.
 KU2102
 KU2102                          STATION RECOVERY (2003)
 KU2102
 KU2102'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 KU2102'THE STATION IS LOCATED IN THE GATEWAY NATIONAL RECREATION AREA, SANDY
 KU2102'HOOK.
 KU2102' 
 KU2102'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 36 (OCEAN
 KU2102'AVENUE) AND COUNTY  ROUTE 520 (RUMSON ROAD) AT THE BRIDGE CROSSING THE
 KU2102'SHREWSBURY RIVER IN SEA BRIGHT, GO  ABOUT 2.0 MILES NORTH ON STATE
 KU2102'ROUTE 36 TO THE JUNCTION WITH SANDY HOOK ROAD,   CONTINUE AHEAD,
 KU2102'NORTH, FOR ABOUT 2.95 MILES ON SANDY HOOK ROAD TO A CROSS ROAD
 KU2102'JUNCTION, TURN LEFT AND GO TO THE NORTHEAST CORNER OF THE SOUTHBOUND
 KU2102'LANES OF SANDY  HOOK ROAD AND THE STATION ON THE RIGHT, 3.1 M NORTH
 KU2102'NORTHWEST OF THE NORTHWEST  CORNER OF A CONCRETE HUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2097 ***********************************************************************
 KU2097  DESIGNATION -  Q 81
 KU2097  PID         -  KU2097
 KU2097  STATE/COUNTY-  NJ/MONMOUTH
 KU2097  USGS QUAD   -  LONG BRANCH (1981)
 KU2097
 KU2097                         *CURRENT SURVEY CONTROL
 KU2097  ___________________________________________________________________
 KU2097* NAD 83(1986)-  40 16 35.     (N)    073 59 32.     (W)     SCALED    
 KU2097* NAVD 88     -         7.102  (meters)      23.30   (feet)  ADJUSTED  
 KU2097  ___________________________________________________________________
 KU2097  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KU2097  DYNAMIC HT  -           7.099 (meters)      23.29  (feet)  COMP
 KU2097  MODELED GRAV-     980,174.6   (mgal)                       NAVD 88
 KU2097
 KU2097  VERT ORDER  -  FIRST     CLASS II
 KU2097
 KU2097.The horizontal coordinates were scaled from a topographic map and have
 KU2097.an estimated accuracy of +/- 6 seconds.
 KU2097
 KU2097.The orthometric height was determined by differential leveling
 KU2097.and adjusted by the National Geodetic Survey in June 1991..
 KU2097
 KU2097.The geoid height was determined by GEOID03.
 KU2097
 KU2097.The dynamic height is computed by dividing the NAVD 88
 KU2097.geopotential number by the normal gravity value computed on the
 KU2097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU2097.degrees latitude (g = 980.6199 gals.).
 KU2097
 KU2097.The modeled gravity was interpolated from observed gravity values.
 KU2097
 KU2097;                    North         East    Units  Estimated Accuracy
 KU2097;SPC NJ       -   160,330.      193,180.      MT  (+/- 180 meters Scaled)
 KU2097
 KU2097                          SUPERSEDED SURVEY CONTROL
 KU2097
 KU2097  NGVD 29 (01/10/92)    7.428  (m)           24.37   (f) ADJUSTED    1 2
 KU2097
 KU2097.Superseded values are not recommended for survey control.
 KU2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2097.See file dsdata.txt to determine how the superseded data were derived.
 KU2097
 KU2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK856589(NAD 83)
 KU2097_MARKER: DB = BENCH MARK DISK
 KU2097_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KU2097_SP_SET: STAINLESS STEEL ROD
 KU2097_STAMPING: Q 81 1979
 KU2097_PROJECTION: RECESSED 5 CENTIMETERS
 KU2097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU2097_ROD/PIPE-DEPTH: 10.7 meters
 KU2097
 KU2097  HISTORY     - Date     Condition        Report By
 KU2097  HISTORY     - 1979     MONUMENTED       NGS
 KU2097  HISTORY     - 19920801 POOR             USPSQD
 KU2097
 KU2097                          STATION DESCRIPTION
 KU2097
 KU2097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KU2097'0.85 MI NE FROM ELBERTON.
 KU2097'0.85 MILE NORTHEAST ALONG THE NEW YORK AND LONG BRANCH RAILROAD FROM
 KU2097'THE RAILROAD STATION IN ELBERON TO THE MARK ON THE RIGHT, SET AT A
 KU2097'POWER LINE CROSSING 57 YARDS SOUTHWEST OF THE SOUTHWEST ABUTMENT OF
 KU2097'A RAILROAD OVERPASS BRIDGE ON THE WEST SIDE OF LAKE TAKANASSEE,
 KU2097'37 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE NORTHBOUND TRACK,
 KU2097'8.5 FEET SOUTHEAST OF A DIRT ACCESS ROAD TO THE RAILROAD, 2 FEET
 KU2097'SOUTHEAST OF POWER POLE JC 95 LB.
 KU2097'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 KU2097'THE MARK IS 4 FT BELOW TRACKS.
 KU2097
 KU2097                          STATION RECOVERY (1992)
 KU2097
 KU2097'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2097'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2264 ***********************************************************************
 JU2264  DESIGNATION -  Q 82
 JU2264  PID         -  JU2264
 JU2264  STATE/COUNTY-  NJ/CUMBERLAND
 JU2264  USGS QUAD   -  SHILOH (1993)
 JU2264
 JU2264                         *CURRENT SURVEY CONTROL
 JU2264  ___________________________________________________________________
 JU2264* NAD 83(1986)-  39 28 04.     (N)    075 18 00.     (W)     SCALED    
 JU2264* NAVD 88     -        36.552  (meters)     119.92   (feet)  ADJUSTED  
 JU2264  ___________________________________________________________________
 JU2264  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JU2264  DYNAMIC HT  -          36.533 (meters)     119.86  (feet)  COMP
 JU2264  MODELED GRAV-     980,117.5   (mgal)                       NAVD 88
 JU2264
 JU2264  VERT ORDER  -  FIRST     CLASS II
 JU2264
 JU2264.The horizontal coordinates were scaled from a topographic map and have
 JU2264.an estimated accuracy of +/- 6 seconds.
 JU2264
 JU2264.The orthometric height was determined by differential leveling
 JU2264.and adjusted by the National Geodetic Survey in October 1996..
 JU2264
 JU2264.The geoid height was determined by GEOID03.
 JU2264
 JU2264.The dynamic height is computed by dividing the NAVD 88
 JU2264.geopotential number by the normal gravity value computed on the
 JU2264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2264.degrees latitude (g = 980.6199 gals.).
 JU2264
 JU2264.The modeled gravity was interpolated from observed gravity values.
 JU2264
 JU2264;                    North         East    Units  Estimated Accuracy
 JU2264;SPC NJ       -    70,730.       81,160.      MT  (+/- 180 meters Scaled)
 JU2264
 JU2264                          SUPERSEDED SURVEY CONTROL
 JU2264
 JU2264  NAVD 88 (06/15/91)   36.545  (m)          119.90   (f) UNKNOWN     1 2
 JU2264  NGVD 29 (01/10/92)   36.846  (m)          120.89   (f) ADJUSTED    1 2
 JU2264
 JU2264.Superseded values are not recommended for survey control.
 JU2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2264.See file dsdata.txt to determine how the superseded data were derived.
 JU2264
 JU2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ741687(NAD 83)
 JU2264_MARKER: DV = VERTICAL CONTROL DISK
 JU2264_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2264_SP_SET: STAINLESS STEEL ROD
 JU2264_STAMPING: Q 82 1979
 JU2264_MARK LOGO: NGS   
 JU2264_PROJECTION: RECESSED 10 CENTIMETERS
 JU2264_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2264+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1994
 JU2264_ROD/PIPE-DEPTH: 11.9 meters
 JU2264
 JU2264  HISTORY     - Date     Condition        Report By
 JU2264  HISTORY     - 1979     MONUMENTED       NGS
 JU2264  HISTORY     - 19940830 GOOD             NJGS
 JU2264  HISTORY     - 19950129 GOOD             USPSQD
 JU2264
 JU2264                          STATION DESCRIPTION
 JU2264
 JU2264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2264'0.65 MI NW FROM SHILOH.
 JU2264'0.65 MILE NORTHWEST ALONG STATE ROUTE 49 FROM THE FARMERS MERCHANTS
 JU2264'NATIONAL BANK AT A 4 POINT-JUNCTION WITH ROUTE 49 IN SHILOH TO THE
 JU2264'MARK ON THE LEFT, AT THE EXTENDED CORNER OF A 2 STORY WOOD FRAME
 JU2264'HOUSE OWNED AT THIS TIME BY MR. HARRY D. TOMLINSON, 0.15 MILE NORTH OF
 JU2264'THE JUNCTION OF MILL ROAD, 141 FEET WEST OF THE CENTER LINE OF ROUTE
 JU2264'49, 18.4 FEET SOUTHEAST OF THE REAR ENTRANCE DOOR TO THE HOUSE,
 JU2264'9.5 FEET NORTH OF THE CENTER OF THE GRAVEL DRIVEWAY, 1.8 FEET SOUTH-
 JU2264'WEST OF THE EXTENDED SOUTHWEST CORNER OF THE HOUSE.
 JU2264'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2264
 JU2264                          STATION RECOVERY (1994)
 JU2264
 JU2264'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU2264'RECOVERED AS DESCRIBED.
 JU2264
 JU2264                          STATION RECOVERY (1995)
 JU2264
 JU2264'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0647 ***********************************************************************
 JU0647  DESIGNATION -  Q 9
 JU0647  PID         -  JU0647
 JU0647  STATE/COUNTY-  NJ/SALEM
 JU0647  USGS QUAD   -  SALEM (1995)
 JU0647
 JU0647                         *CURRENT SURVEY CONTROL
 JU0647  ___________________________________________________________________
 JU0647* NAD 83(1986)-  39 32 53.     (N)    075 24 53.     (W)     SCALED    
 JU0647* NAVD 88     -         2.431  (meters)       7.98   (feet)  ADJUSTED  
 JU0647  ___________________________________________________________________
 JU0647  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JU0647  DYNAMIC HT  -           2.430 (meters)       7.97  (feet)  COMP
 JU0647  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 JU0647
 JU0647  VERT ORDER  -  FIRST     CLASS II
 JU0647
 JU0647.The horizontal coordinates were scaled from a topographic map and have
 JU0647.an estimated accuracy of +/- 6 seconds.
 JU0647
 JU0647.The orthometric height was determined by differential leveling
 JU0647.and adjusted by the National Geodetic Survey in June 1991..
 JU0647
 JU0647.The geoid height was determined by GEOID03.
 JU0647
 JU0647.The dynamic height is computed by dividing the NAVD 88
 JU0647.geopotential number by the normal gravity value computed on the
 JU0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0647.degrees latitude (g = 980.6199 gals.).
 JU0647
 JU0647.The modeled gravity was interpolated from observed gravity values.
 JU0647
 JU0647;                    North         East    Units  Estimated Accuracy
 JU0647;SPC NJ       -    79,740.       71,380.      MT  (+/- 180 meters Scaled)
 JU0647
 JU0647                          SUPERSEDED SURVEY CONTROL
 JU0647
 JU0647  NGVD 29 (01/10/92)    2.716  (m)            8.91   (f) ADJUSTED    1 2
 JU0647
 JU0647.Superseded values are not recommended for survey control.
 JU0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0647.See file dsdata.txt to determine how the superseded data were derived.
 JU0647
 JU0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ643776(NAD 83)
 JU0647_MARKER: DB = BENCH MARK DISK
 JU0647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0647_SP_SET: CURB
 JU0647_STAMPING: 9.101 Q 9 1930
 JU0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0647
 JU0647  HISTORY     - Date     Condition        Report By
 JU0647  HISTORY     - 1930     MONUMENTED       CGS
 JU0647  HISTORY     - 1948     GOOD             CGS
 JU0647  HISTORY     - 1979     POOR             NGS
 JU0647  HISTORY     - 19960802 GOOD             USPSQD
 JU0647
 JU0647                          STATION DESCRIPTION
 JU0647
 JU0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0647'AT QUINTON.
 JU0647'AT QUINTON, SALEM COUNTY, ON STATE HIGHWAY 49, AT THE HIGHWAY
 JU0647'BRIDGE OVER ALLOWAY CREEK, AND IN THE SOUTH END OF THE NORTHEAST
 JU0647'CURB.  A STANDARD DISK, STAMPED 9.101 Q 9 1930.
 JU0647
 JU0647                          STATION RECOVERY (1948)
 JU0647
 JU0647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 JU0647'RECOVERED IN GOOD CONDITION.
 JU0647
 JU0647                          STATION RECOVERY (1979)
 JU0647
 JU0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0647'BRIDGE SPAN HAS SUBSIDED DISK IS SLOPING NOTICEABLY.
 JU0647
 JU0647                          STATION RECOVERY (1996)
 JU0647
 JU0647'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5820 ***********************************************************************
 KV5820  DESIGNATION -  QUAKERTOWN METH CHURCH SPIRE
 KV5820  PID         -  KV5820
 KV5820  STATE/COUNTY-  NJ/HUNTERDON
 KV5820  USGS QUAD   -  PITTSTOWN (1970)
 KV5820
 KV5820                         *CURRENT SURVEY CONTROL
 KV5820  ___________________________________________________________________
 KV5820* NAD 83(1996)-  40 33 53.09796(N)    074 56 29.82347(W)     ADJUSTED  
 KV5820* NAVD 88     -                                                        
 KV5820  ___________________________________________________________________
 KV5820  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 KV5820  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KV5820
 KV5820  HORZ ORDER  -  THIRD
 KV5820
 KV5820.The horizontal coordinates were established by classical geodetic methods
 KV5820.and adjusted by the National Geodetic Survey in September 1999..
 KV5820
 KV5820
 KV5820.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5820
 KV5820.The geoid height was determined by GEOID03.
 KV5820
 KV5820;                    North         East     Units Scale Factor Converg.
 KV5820;SPC NJ       -   192,311.671   112,604.759   MT  0.99991721   -0 17 13.9
 KV5820;SPC NJ       -   630,942.54    369,437.45   sFT  0.99991721   -0 17 13.9
 KV5820;SPC PA S     -   140,512.073   837,782.014   MT  0.99996148   +1 49 19.4
 KV5820;SPC PA S     -   460,996.69  2,748,623.16   sFT  0.99996148   +1 49 19.4
 KV5820;UTM  18      - 4,490,443.586   504,942.204   MT  0.99960030   +0 02 16.7
 KV5820
 KV5820                          SUPERSEDED SURVEY CONTROL
 KV5820
 KV5820  NAD 83(1986)-  40 33 53.09547(N)    074 56 29.82718(W) AD(       ) 4
 KV5820  NAD 27      -  40 33 52.72600(N)    074 56 31.22200(W) AD(       ) 3
 KV5820
 KV5820.Superseded values are not recommended for survey control.
 KV5820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5820.See file dsdata.txt to determine how the superseded data were derived.
 KV5820
 KV5820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0494290444(NAD 83)
 KV5820_MARKER: 90 = CHURCH SPIRE
 KV5820
 KV5820  HISTORY     - Date     Condition        Report By
 KV5820  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV5820
 KV5820                          STATION DESCRIPTION
 KV5820
 KV5820'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV5820'THIS INTERSECTION STATION IS THE METHODIST EPISCOPAL CHURCH
 KV5820'SPIRE.  THE CHURCH IS A WHITE FRAME BUILDING ON THE W SIDE OF
 KV5820'CROTON ROAD ABOUT 0.05 MILE S OF THE MAIN STREET OF
 KV5820'QUAKERTOWN.  THE SPIRE IS AT THE E END AND CENTER OF THE
 KV5820'BUILDING.  IT IS ABOUT 75 FEET HIGH AND IS 53 FEET W OF THE
 KV5820'CENTER OF CROTON ROAD.
 KV5820'
 KV5820'THE POINT OBSERVED UPON WAS THE TIP OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2599 ***********************************************************************
 LY2599  DESIGNATION -  QUARRY
 LY2599  PID         -  LY2599
 LY2599  STATE/COUNTY-  NJ/SUSSEX
 LY2599  USGS QUAD   -  UNIONVILLE (1969)
 LY2599
 LY2599                         *CURRENT SURVEY CONTROL
 LY2599  ___________________________________________________________________
 LY2599* NAD 83(1996)-  41 15 47.98683(N)    074 35 28.40940(W)     ADJUSTED  
 LY2599* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 LY2599  ___________________________________________________________________
 LY2599  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 LY2599  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 LY2599
 LY2599  HORZ ORDER  -  THIRD
 LY2599
 LY2599.The horizontal coordinates were established by classical geodetic methods
 LY2599.and adjusted by the National Geodetic Survey in September 1999..
 LY2599
 LY2599.The orthometric height was scaled from a topographic map.
 LY2599
 LY2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2599
 LY2599.The geoid height was determined by GEOID03.
 LY2599
 LY2599;                    North         East     Units Scale Factor Converg.
 LY2599;SPC NJ       -   269,793.113   142,356.174   MT  0.99990072   -0 03 36.6
 LY2599;SPC NJ       -   885,146.24    467,046.88   sFT  0.99990072   -0 03 36.6
 LY2599;SPC NY E     -   269,793.113   142,356.174   MT  0.99990072   -0 03 36.6
 LY2599;SPC NY E     -   885,146.24    467,046.88   sFT  0.99990072   -0 03 36.6
 LY2599;UTM  18      - 4,568,070.383   534,241.467   MT  0.99961443   +0 16 10.6
 LY2599
 LY2599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2599!SPC NJ       -   0.99995820  x   0.99990072  =   0.99985893
 LY2599!SPC NY E     -   0.99995820  x   0.99990072  =   0.99985893
 LY2599!UTM  18      -   0.99995820  x   0.99961443  =   0.99957265
 LY2599
 LY2599:                Primary Azimuth Mark                     Grid Az
 LY2599:SPC NJ       -  QUARRY AZ MK                             127 07 20.4
 LY2599:SPC NY E     -  QUARRY AZ MK                             127 07 20.4
 LY2599:UTM  18      -  QUARRY AZ MK                             126 47 33.2
 LY2599
 LY2599|---------------------------------------------------------------------|
 LY2599| PID    Reference Object                     Distance      Geod. Az  |
 LY2599|                                                           dddmmss.s |
 LY2599| CB4221 QUARRY AZ MK                                       1270343.8 |
 LY2599| CB4223 QUARRY RM 3                          19.585 METERS 27106     |
 LY2599| CB4222 QUARRY RM 1                          17.538 METERS 32400     |
 LY2599|---------------------------------------------------------------------|
 LY2599
 LY2599                          SUPERSEDED SURVEY CONTROL
 LY2599
 LY2599  NAD 83(1996)-  41 15 47.98661(N)    074 35 28.40963(W) AD(       ) 3
 LY2599  NAD 83(1986)-  41 15 47.99026(N)    074 35 28.41036(W) AD(       ) 3
 LY2599  NAD 27      -  41 15 47.64465(N)    074 35 29.83301(W) AD(       ) 3
 LY2599
 LY2599.Superseded values are not recommended for survey control.
 LY2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2599.See file dsdata.txt to determine how the superseded data were derived.
 LY2599
 LY2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3424168070(NAD 83)
 LY2599_MARKER: DD = SURVEY DISK
 LY2599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2599_SP_SET: CONCRETE POST
 LY2599_STAMPING: QUARRY
 LY2599_MARK LOGO: NJDCED
 LY2599_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2599+STABILITY: SURFACE MOTION
 LY2599_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2599+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1991
 LY2599
 LY2599  HISTORY     - Date     Condition        Report By
 LY2599  HISTORY     - UNK      MONUMENTED       NJDCED
 LY2599  HISTORY     - 1942     GOOD             CGS
 LY2599  HISTORY     - 19910502 GOOD             NJGS
 LY2599
 LY2599                          STATION DESCRIPTION
 LY2599
 LY2599'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2599'STATION IS ON A HIGH AND WOODED HILL AT AN OLD QUARRY SITE,
 LY2599'ABOUT 3 MILES, AIR LINE, SW OF THE VILLAGE OF UNIONVILLE.  ON
 LY2599'LAND OWNED BY NELSON PARKS.  IT IS A NEW JERSEY, DEPARTMENT OF
 LY2599'CONSERVATION AND DEVELOPMENT, GEODETIC CONTROL SURVEY DISK, SET
 LY2599'FLUSH IN A CONCRETE MONUMENT 14 INCHES IN DIAMETER.  IT IS
 LY2599'STAMPED QUARRY AND PROJECTS 16 INCHES.
 LY2599'
 LY2599'REFERENCE MARK NO. 1 IS NW OF THE STATION.  IT IS A NEW JERSEY,
 LY2599'DEPARTMENT OF CONSERVATION AND DEVELOPMENT, GEODETIC CONTROL
 LY2599'SURVEY DISK SET FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 LY2599'IS STAMPED R.M.1 QUARRY.
 LY2599'
 LY2599'REFERENCE MARK NO.3 IS W OF THE STATION, 7 FEET W OF THE CENTER
 LY2599'OF A WOODS ROAD.  IT IS A NEW JERSEY, DEPARTMENT OF CONSERVATION
 LY2599'AND DEVELOPMENT, GEODETIC CONTROL SURVEY DISK SET FLUSH IN A
 LY2599'CONCRETE POST.  IT IS STAMPED R.M.3 QUARRY AND PROJECTS 6 INCHES.
 LY2599'
 LY2599'THE AZIMUTH MARK IS ABOUT 0.6 MILE E BY S OF THE STATION, AT
 LY2599'THE SUSSEX COUNTY DISTILLERY.  IT IS 12 FEET W OF THE W END OF A
 LY2599'CONCRETE BRIDGE, 28 FEET NE OF THE NE CORNER OF THE DISTILLERY
 LY2599'BUILDING AND 28 FEET S OF THE CENTER OF A GRAVEL ROAD LEADING TO
 LY2599'THE STATION.  IT IS A NEW JERSEY DEPARTMENT OF CONSERVATION AND
 LY2599'DEVELOPMENT, GEODETIC CONTROL SURVEY DISK, SET FLUSH IN A
 LY2599'CONCRETE POST PROJECTING 6 INCHES.  IT IS STAMPED QUARRY AZ 1940.
 LY2599'
 LY2599'TO REACH THE STATION FROM THE CENTER OF UNIONVILLE, GO S ON
 LY2599'STATE ROUTE 84 FOR 3.95 MILES TO A GRAVEL ROAD RIGHT, TURN RIGHT
 LY2599'AND GO 0.85 MILE, KEEP LEFT AND GO 0.5 MILE TO A CROSS ROAD, TURN
 LY2599'RIGHT AND GO 0.3 MILE, TURN RIGHT AND GO 0.4 MILE TO A GATE, PASS
 LY2599'THROUGH GATE AND TURN SHARP RIGHT AND FOLLOW DIM TRAIL ROAD FOR
 LY2599'0.1 MILE, TURN SHARP LEFT AND FOLLOW WOODS ROAD FOR 0.15 MILE TO
 LY2599'A WIRE GATE, PASS THROUGH GATE AND FOLLOW WOODS ROAD S FOR 0.05
 LY2599'MILE, TURN SHARP LEFT AND GO 0.1 MILE TO THE STATION ON THE
 LY2599'RIGHT.
 LY2599'
 LY2599'A 37-FOOT TOWER WILL SEE A 10-FOOT LIGHT AT HIGH POINT 1881.
 LY2599'
 LY2599'A 37-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT CARR.
 LY2599'
 LY2599'A 37-FOOT TOWER WILL SEE A 28-FOOT LIGHT AT EVE.
 LY2599'
 LY2599'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS.
 LY2599
 LY2599                          STATION RECOVERY (1991)
 LY2599
 LY2599'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 LY2599'THE STATION IS LOCATED IN WANTAGE TOWNSHIP ON THE SOUTHEAST SIDE OF
 LY2599'QUARRY ROAD ON THE SUMMIT OF A HIGH AND WOODED HILL AT AN OLD QUARRY
 LY2599'SITE AND ON PROPERTY OWNED BY MR. HENDRIK KLEIN, 22 QUARRY ROAD,
 LY2599'WANTAGE, N.J. 07461, PHONE 201 875 6716.  TO REACH THE STATION FROM
 LY2599'THE TEE INTERSECTION OF N.J. ROUTE 284 AND ROSE MORROW ROAD IN
 LY2599'QUARRYVILLE, GO NORTHWEST ON ROSE MORROW ROAD FOR 0.9 MI (1.4 KM) TO
 LY2599'LOTT ROAD ON THE RIGHT.  BEARING TO THE LEFT, GO 0.5 MI (0.8 KM) TO A
 LY2599'CROSS ROADS INTERSECTION WITH SALLY HARDIN ROAD.  TURN RIGHT AND GO
 LY2599'0.3 MI (0.5 KM) TO THE INTERSECTION WITH QUARRY ROAD.  TURN RIGHT, GO
 LY2599'0.35 MI (0.56 KM) UPHILL ON QUARRY ROAD TO A PAVED DRIVEWAY ON THE
 LY2599'RIGHT.  TURN RIGHT AND GO UPHILL ON THE PAVED DRIVEWAY FOR 0.10 MI
 LY2599'(0.16 KM) TO THE HOUSE ON THE LEFT AT THE END OF THE DRIVE.  FROM THE
 LY2599'END OF THE DRIVE, PACK SOUTHEAST UP THE HILL FOR 50 M (164.0 FT) ,
 LY2599'STAYING TO THE LEFT, TO THE SUMMIT AND THE STATION, WHICH PROJECTS
 LY2599'0.15 M (0.49 FT) ABOVE THE GROUND.  REFERENCE MARKS NO. 1 AND NO 3
 LY2599'WERE RECOVERED AT THIS TIME.  NO MEASUREMENTS WERE TAKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3255 ***********************************************************************
 JU3255  DESIGNATION -  QUINTON ATT MICROWAVE
 JU3255  PID         -  JU3255
 JU3255  STATE/COUNTY-  NJ/SALEM
 JU3255  USGS QUAD   -  SALEM (1995)
 JU3255
 JU3255                         *CURRENT SURVEY CONTROL
 JU3255  ___________________________________________________________________
 JU3255* NAD 83(1996)-  39 31 48.79468(N)    075 22 50.92594(W)     ADJUSTED  
 JU3255* NAVD 88     -                                                        
 JU3255  ___________________________________________________________________
 JU3255  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 JU3255  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JU3255
 JU3255  HORZ ORDER  -  THIRD
 JU3255
 JU3255.The horizontal coordinates were established by classical geodetic methods
 JU3255.and adjusted by the National Geodetic Survey in September 1999..
 JU3255.No horizontal observational check was made to the station.
 JU3255
 JU3255
 JU3255.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3255
 JU3255.The geoid height was determined by GEOID03.
 JU3255
 JU3255;                    North         East     Units Scale Factor Converg.
 JU3255;SPC NJ       -    77,730.451    74,278.103   MT  0.99997057   -0 33 38.3
 JU3255;SPC NJ       -   255,020.65    243,694.08   sFT  0.99997057   -0 33 38.3
 JU3255;UTM  18      - 4,375,687.659   467,272.232   MT  0.99961319   -0 14 32.6
 JU3255
 JU3255                          SUPERSEDED SURVEY CONTROL
 JU3255
 JU3255  NAD 83(1991)-  39 31 48.79410(N)    075 22 50.92585(W) AD(       ) 4
 JU3255  NAD 83(1986)-  39 31 48.78472(N)    075 22 50.93623(W) AD(       ) 4
 JU3255  NAD 27      -  39 31 48.38383(N)    075 22 52.23746(W) AD(       ) 3
 JU3255
 JU3255.Superseded values are not recommended for survey control.
 JU3255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3255.See file dsdata.txt to determine how the superseded data were derived.
 JU3255
 JU3255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6727275688(NAD 83)
 JU3255_MARKER: 45 = MICROWAVE TOWER
 JU3255
 JU3255  HISTORY     - Date     Condition        Report By
 JU3255  HISTORY     - 1977     FIRST OBSERVED   NGS
 JU3255  HISTORY     - 19961228 GOOD             USPSQD
 JU3255  HISTORY     - 20040721 GOOD             GEOCAC
 JU3255  HISTORY     - 20060914 GOOD             GEOCAC
 JU3255
 JU3255                          STATION DESCRIPTION
 JU3255
 JU3255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 JU3255'THE STATION IS THE CENTER OF THE QUINTON AMERICAN TELEPHONE
 JU3255'AND TELEGRAPH MICROWAVE TOWER.  IT IS 350 FEET IN HEIGHT, PAINTED
 JU3255'RED AND WHITE AND HAS FOUR REFLECTORS.
 JU3255'
 JU3255'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 49 AND
 JU3255'581 IN QUINTON GO SOUTHEAST ON HIGHWAY 49 FOR 2.2 MILES TO A SIDE
 JU3255'ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON AN ASPHALT ROAD FOR 0.1
 JU3255'MILE TO A GATE AND THE STATION.
 JU3255'
 JU3255'A TRAVERSE CONNECTION WAS MADE TO THE CENTER OF THE TOWER THE
 JU3255'DISTANCE BEING 114.08 FEET OR 34.771 METERS.
 JU3255
 JU3255                          STATION RECOVERY (1996)
 JU3255
 JU3255'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU3255'RECOVERED IN GOOD CONDITION.
 JU3255
 JU3255                          STATION RECOVERY (2004)
 JU3255
 JU3255'RECOVERY NOTE BY GEOCACHING 2004 (STC)
 JU3255'RECOVERED IN GOOD CONDITION.
 JU3255
 JU3255                          STATION RECOVERY (2006)
 JU3255
 JU3255'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JU3255'REFLECTORS HAVE BEEN REPLACED WITH CELLULAR ANTENNAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0753 ***********************************************************************
 KV0753  DESIGNATION -  R
 KV0753  PID         -  KV0753
 KV0753  STATE/COUNTY-  NJ/MONMOUTH
 KV0753  USGS QUAD   -  KEYPORT (1977)
 KV0753
 KV0753                         *CURRENT SURVEY CONTROL
 KV0753  ___________________________________________________________________
 KV0753* NAD 83(1986)-  40 26 16.     (N)    074 12 07.     (W)     SCALED    
 KV0753* NAVD 88     -         6.652  (meters)      21.82   (feet)  ADJUSTED  
 KV0753  ___________________________________________________________________
 KV0753  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV0753  DYNAMIC HT  -           6.650 (meters)      21.82  (feet)  COMP
 KV0753  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 KV0753
 KV0753  VERT ORDER  -  FIRST     CLASS II
 KV0753
 KV0753.The horizontal coordinates were scaled from a topographic map and have
 KV0753.an estimated accuracy of +/- 6 seconds.
 KV0753
 KV0753.The orthometric height was determined by differential leveling
 KV0753.and adjusted by the National Geodetic Survey in June 1991..
 KV0753
 KV0753.The geoid height was determined by GEOID03.
 KV0753
 KV0753.The dynamic height is computed by dividing the NAVD 88
 KV0753.geopotential number by the normal gravity value computed on the
 KV0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0753.degrees latitude (g = 980.6199 gals.).
 KV0753
 KV0753.The modeled gravity was interpolated from observed gravity values.
 KV0753
 KV0753;                    North         East    Units  Estimated Accuracy
 KV0753;SPC NJ       -   178,160.      175,290.      MT  (+/- 180 meters Scaled)
 KV0753
 KV0753                          SUPERSEDED SURVEY CONTROL
 KV0753
 KV0753  NGVD 29 (04/16/92)    6.889  (m)           22.60   (f) ADJUSTED    1 2
 KV0753
 KV0753.Superseded values are not recommended for survey control.
 KV0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0753.See file dsdata.txt to determine how the superseded data were derived.
 KV0753
 KV0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK676766(NAD 83)
 KV0753_MARKER: X = CHISELED CROSS
 KV0753_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0753_SP_SET: DOOR SILL
 KV0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0753
 KV0753  HISTORY     - Date     Condition        Report By
 KV0753  HISTORY     - UNK      MONUMENTED       CGS
 KV0753  HISTORY     - 1952     GOOD             CGS
 KV0753  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0753
 KV0753                          STATION DESCRIPTION
 KV0753
 KV0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0753'AT KEYPORT.
 KV0753'AT KEYPORT, AT THE CROSSING OF BROAD AND FRONT STREETS, ON THE
 KV0753'TOP OF THE EAST END OF THE STONE DOOR SILL OF AN OLD BANK
 KV0753'BUILDING (NOW V.F.W. HALL), 90 FEET EAST OF CENTER LINE OF BROAD
 KV0753'STREET, 27 FEET SOUTH OF CENTER LINE OF FRONT STREET, 33 FEET EAST
 KV0753'OF NORTHEAST CORNER OF KEYPORT BANK BUILDING AND ABOUT 2 FEET
 KV0753'ABOVE SIDE WALK.
 KV0753
 KV0753                          STATION RECOVERY (1964)
 KV0753
 KV0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0674 ***********************************************************************
 JU0674  DESIGNATION -  R 10
 JU0674  PID         -  JU0674
 JU0674  STATE/COUNTY-  NJ/GLOUCESTER
 JU0674  USGS QUAD   -  WOODBURY (1995)
 JU0674
 JU0674                         *CURRENT SURVEY CONTROL
 JU0674  ___________________________________________________________________
 JU0674* NAD 83(1986)-  39 50 28.     (N)    075 08 51.     (W)     SCALED    
 JU0674* NAVD 88     -         8.457  (meters)      27.75   (feet)  POSTED    
 JU0674  ___________________________________________________________________
 JU0674  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU0674  DYNAMIC HT  -           8.450 (meters)      27.72  (feet)  COMP
 JU0674  MODELED GRAV-     980,176.0   (mgal)                       NAVD 88
 JU0674
 JU0674  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0674
 JU0674.The horizontal coordinates were scaled from a topographic map and have
 JU0674.an estimated accuracy of +/- 6 seconds.
 JU0674
 JU0674.The orthometric height was determined by differential leveling
 JU0674.and adjusted by the National Geodetic Survey in 1992..
 JU0674.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0674.rate of 0.0 thru 1.0 mm/km.
 JU0674
 JU0674.The geoid height was determined by GEOID03.
 JU0674
 JU0674.The dynamic height is computed by dividing the NAVD 88
 JU0674.geopotential number by the normal gravity value computed on the
 JU0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0674.degrees latitude (g = 980.6199 gals.).
 JU0674
 JU0674.The modeled gravity was interpolated from observed gravity values.
 JU0674
 JU0674;                    North         East    Units  Estimated Accuracy
 JU0674;SPC NJ       -   112,080.       94,590.      MT  (+/- 180 meters Scaled)
 JU0674
 JU0674                          SUPERSEDED SURVEY CONTROL
 JU0674
 JU0674  NGVD 29 (??/??/??)    8.818  (m)           28.93   (f) ADJUSTED    1 2
 JU0674
 JU0674.Superseded values are not recommended for survey control.
 JU0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0674.See file dsdata.txt to determine how the superseded data were derived.
 JU0674
 JU0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK873101(NAD 83)
 JU0674_MARKER: DB = BENCH MARK DISK
 JU0674_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0674_SP_SET: BRIDGE ABUTMENT
 JU0674_STAMPING: 28.930 R 10 1930
 JU0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0674
 JU0674  HISTORY     - Date     Condition        Report By
 JU0674  HISTORY     - 1930     MONUMENTED       CGS
 JU0674  HISTORY     - 1946     GOOD             CGS
 JU0674  HISTORY     - 19981114 MARK NOT FOUND   USPSQD
 JU0674  HISTORY     - 20020623 MARK NOT FOUND   INDIV
 JU0674
 JU0674                          STATION DESCRIPTION
 JU0674
 JU0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0674'0.3 MI N FROM WOODBURY.
 JU0674'0.3 MILE NORTH ALONG THE PENNSYLVANIA-READING SEASHORE LINES FROM
 JU0674'THE STATION AT WOODBURY, GLOUCESTER COUNTY, AT THE NORTH EDGE OF
 JU0674'TOWN, 75 YARDS NORTH OF BRIDGE SIGNAL 82 C, AT BRIDGE 8.10, IN
 JU0674'THE TOP OF THE SOUTHWEST ABUTMENT, AND 8 FEET WEST OF THE WEST
 JU0674'RAIL.  A STANDARD DISK, STAMPED 28.930 R 10 1930.
 JU0674
 JU0674                          STATION RECOVERY (1946)
 JU0674
 JU0674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 JU0674'RECOVERED IN GOOD CONDITION.
 JU0674
 JU0674                          STATION RECOVERY (1998)
 JU0674
 JU0674'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0674'MARK NOT FOUND.
 JU0674
 JU0674                          STATION RECOVERY (2002)
 JU0674
 JU0674'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 JU0674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3427 ***********************************************************************
 KV3427  DESIGNATION -  R 101
 KV3427  PID         -  KV3427
 KV3427  STATE/COUNTY-  NJ/PASSAIC
 KV3427  USGS QUAD   -  PATERSON (1995)
 KV3427
 KV3427                         *CURRENT SURVEY CONTROL
 KV3427  ___________________________________________________________________
 KV3427* NAD 83(1986)-  40 55 06.     (N)    074 09 21.     (W)     SCALED    
 KV3427* NAVD 88     -        31.539  (meters)     103.47   (feet)  ADJUSTED  
 KV3427  ___________________________________________________________________
 KV3427  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KV3427  DYNAMIC HT  -          31.526 (meters)     103.43  (feet)  COMP
 KV3427  MODELED GRAV-     980,215.0   (mgal)                       NAVD 88
 KV3427
 KV3427  VERT ORDER  -  FIRST     CLASS II
 KV3427
 KV3427.The horizontal coordinates were scaled from a topographic map and have
 KV3427.an estimated accuracy of +/- 6 seconds.
 KV3427
 KV3427.The orthometric height was determined by differential leveling
 KV3427.and adjusted by the National Geodetic Survey in June 1991..
 KV3427
 KV3427.The geoid height was determined by GEOID03.
 KV3427
 KV3427.The dynamic height is computed by dividing the NAVD 88
 KV3427.geopotential number by the normal gravity value computed on the
 KV3427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3427.degrees latitude (g = 980.6199 gals.).
 KV3427
 KV3427.The modeled gravity was interpolated from observed gravity values.
 KV3427
 KV3427;                    North         East    Units  Estimated Accuracy
 KV3427;SPC NJ       -   231,540.      178,990.      MT  (+/- 180 meters Scaled)
 KV3427
 KV3427                          SUPERSEDED SURVEY CONTROL
 KV3427
 KV3427  NGVD 29 (??/??/??)   31.846  (m)          104.48   (f) ADJUSTED    1 2
 KV3427
 KV3427.Superseded values are not recommended for survey control.
 KV3427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3427.See file dsdata.txt to determine how the superseded data were derived.
 KV3427
 KV3427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL710300(NAD 83)
 KV3427_MARKER: DB = BENCH MARK DISK
 KV3427_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3427_SP_SET: STAINLESS STEEL ROD
 KV3427_STAMPING: R 101 1979
 KV3427_PROJECTION: RECESSED 5 CENTIMETERS
 KV3427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3427_ROD/PIPE-DEPTH: 5.79 meters
 KV3427
 KV3427  HISTORY     - Date     Condition        Report By
 KV3427  HISTORY     - 1979     MONUMENTED       NGS
 KV3427  HISTORY     - 19920226 MARK NOT FOUND   NJGS
 KV3427
 KV3427                          STATION DESCRIPTION
 KV3427
 KV3427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3427'IN PATERSON.
 KV3427'IN PATERSON, ON THE EAST SIDE OF THE FLAG POLE IN FRONT OF NORTH
 KV3427'JERSEY AUTOMOBILE CLUB (AAA) 419 BROADWAY, 0.05 MILE WEST OF THE
 KV3427'JUNCTION OF 18TH STREET, 23.8 FEET NORTH OF THE NORTH CURB OF
 KV3427'BROADWAY, 22.3 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BUILDING,
 KV3427'2.4 FEET EAST OF THE FLAG POLE.
 KV3427'THE MARK IS 2 FT ABOVE BROADWAY.
 KV3427
 KV3427                          STATION RECOVERY (1992)
 KV3427
 KV3427'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KV3427'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV3427'SEARCH BY A TWO MAN PARTY.  THE FLAGPOLE LOCATED IN FRONT OF NUMBER
 KV3427'419 BROADWAY IS STILL INTACT, BUT EXTENSIVE LANDSCAPING IN THE AREA
 KV3427'APPEARS TO HAVE BURIED THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2241 ***********************************************************************
 LY2241  DESIGNATION -  R 102
 LY2241  PID         -  LY2241
 LY2241  STATE/COUNTY-  NJ/PASSAIC
 LY2241  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY2241
 LY2241                         *CURRENT SURVEY CONTROL
 LY2241  ___________________________________________________________________
 LY2241* NAD 83(1986)-  41 02 58.     (N)    074 26 30.     (W)     SCALED    
 LY2241* NAVD 88     -       231.606  (meters)     759.86   (feet)  ADJUSTED  
 LY2241  ___________________________________________________________________
 LY2241  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 LY2241  DYNAMIC HT  -         231.503 (meters)     759.52  (feet)  COMP
 LY2241  MODELED GRAV-     980,174.2   (mgal)                       NAVD 88
 LY2241
 LY2241  VERT ORDER  -  FIRST     CLASS II
 LY2241
 LY2241.The horizontal coordinates were scaled from a topographic map and have
 LY2241.an estimated accuracy of +/- 6 seconds.
 LY2241
 LY2241.The orthometric height was determined by differential leveling
 LY2241.and adjusted by the National Geodetic Survey in June 1991..
 LY2241
 LY2241.The geoid height was determined by GEOID03.
 LY2241
 LY2241.The dynamic height is computed by dividing the NAVD 88
 LY2241.geopotential number by the normal gravity value computed on the
 LY2241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2241.degrees latitude (g = 980.6199 gals.).
 LY2241
 LY2241.The modeled gravity was interpolated from observed gravity values.
 LY2241
 LY2241;                    North         East    Units  Estimated Accuracy
 LY2241;SPC NJ       -   246,040.      154,900.      MT  (+/- 180 meters Scaled)
 LY2241
 LY2241                          SUPERSEDED SURVEY CONTROL
 LY2241
 LY2241  NGVD 29 (??/??/92)  231.913  (m)          760.87   (f) ADJ UNCH    1 2
 LY2241
 LY2241.Superseded values are not recommended for survey control.
 LY2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2241.See file dsdata.txt to determine how the superseded data were derived.
 LY2241
 LY2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL469443(NAD 83)
 LY2241_MARKER: DB = BENCH MARK DISK
 LY2241_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LY2241_SP_SET: ABUTMENT
 LY2241_STAMPING: R 102 1979
 LY2241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2241
 LY2241  HISTORY     - Date     Condition        Report By
 LY2241  HISTORY     - 1979     MONUMENTED       NGS
 LY2241
 LY2241                          STATION DESCRIPTION
 LY2241
 LY2241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2241'0.6 MI SE FROM NEWFOUNDLAND.
 LY2241'0.6 MILE SOUTHEAST ALONG ROUTE 23 FROM THE JUNCTION OF CLINTON ROAD
 LY2241'IN NEWFOUNDLAND, IN TOP OF THE NORTH END OF THE SOUTHEAST ABUTMENT
 LY2241'OF THE NORTHWEST SPAN OVER CLINTON BROOK, 0.1 MILE NORTHWEST OF THE
 LY2241'JUNCTION OF UNION VALLEY ROAD, 6.2 FEET NORTHEAST OF A 2-FOOT
 LY2241'GALVANIZED METAL GUARD RAIL, 1 FOOT SOUTHEAST OF THE SOUTHEAST END
 LY2241'OF THE 2-FOOT CONCRETE GUARD RAIL.
 LY2241'THE MARK IS 1 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0160 ***********************************************************************
 KV0160  DESIGNATION -  R 12
 KV0160  PID         -  KV0160
 KV0160  STATE/COUNTY-  NJ/PASSAIC
 KV0160  USGS QUAD   -  PATERSON (1995)
 KV0160
 KV0160                         *CURRENT SURVEY CONTROL
 KV0160  ___________________________________________________________________
 KV0160* NAD 83(1986)-  40 55 06.     (N)    074 10 03.     (W)     SCALED    
 KV0160* NAVD 88     -        23.594  (meters)      77.41   (feet)  ADJUSTED  
 KV0160  ___________________________________________________________________
 KV0160  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KV0160  DYNAMIC HT  -          23.584 (meters)      77.38  (feet)  COMP
 KV0160  MODELED GRAV-     980,211.8   (mgal)                       NAVD 88
 KV0160
 KV0160  VERT ORDER  -  FIRST     CLASS II
 KV0160
 KV0160.The horizontal coordinates were scaled from a topographic map and have
 KV0160.an estimated accuracy of +/- 6 seconds.
 KV0160
 KV0160.The orthometric height was determined by differential leveling
 KV0160.and adjusted by the National Geodetic Survey in June 1991..
 KV0160
 KV0160.The geoid height was determined by GEOID03.
 KV0160
 KV0160.The dynamic height is computed by dividing the NAVD 88
 KV0160.geopotential number by the normal gravity value computed on the
 KV0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0160.degrees latitude (g = 980.6199 gals.).
 KV0160
 KV0160.The modeled gravity was interpolated from observed gravity values.
 KV0160
 KV0160;                    North         East    Units  Estimated Accuracy
 KV0160;SPC NJ       -   231,530.      178,010.      MT  (+/- 180 meters Scaled)
 KV0160
 KV0160                          SUPERSEDED SURVEY CONTROL
 KV0160
 KV0160  NGVD 29 (??/??/??)   23.902  (m)           78.42   (f) ADJUSTED    1 2
 KV0160
 KV0160.Superseded values are not recommended for survey control.
 KV0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0160.See file dsdata.txt to determine how the superseded data were derived.
 KV0160
 KV0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL701300(NAD 83)
 KV0160_MARKER: DB = BENCH MARK DISK
 KV0160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0160_SP_SET: BRIDGE
 KV0160_STAMPING: 78.340 R 12 1933
 KV0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0160+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2006
 KV0160
 KV0160  HISTORY     - Date     Condition        Report By
 KV0160  HISTORY     - 1933     MONUMENTED       CGS
 KV0160  HISTORY     - 1944     GOOD             CGS
 KV0160  HISTORY     - 1979     GOOD             NGS
 KV0160  HISTORY     - 20060527 GOOD             GEOCAC
 KV0160
 KV0160                          STATION DESCRIPTION
 KV0160
 KV0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV0160'AT PATERSON.
 KV0160'AT PATERSON, PASSAIC COUNTY, ON BROADWAY, AT THE ERIE RAILROAD
 KV0160'OVERHEAD CROSSING, IN THE FACE OF THE SOUTH CONCRETE BACK
 KV0160'WALL, 2 FEET 4 INCHES EAST OF THE WEST END, 36 FEET SOUTH OF THE
 KV0160'CENTERLINE OF THE STREET, AND 4 FEET 8-1/2 INCHES ABOVE THE
 KV0160'SIDEWALK.  A STANDARD DISK, STAMPED 78.340 R 12 1933 AND SET
 KV0160'VERTICALLY.
 KV0160
 KV0160                          STATION RECOVERY (1979)
 KV0160
 KV0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0160'RECOVERED IN GOOD CONDITION.
 KV0160
 KV0160                          STATION RECOVERY (2006)
 KV0160
 KV0160'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0675 ***********************************************************************
 LY0675  DESIGNATION -  R 13
 LY0675  PID         -  LY0675
 LY0675  STATE/COUNTY-  NJ/SUSSEX
 LY0675  USGS QUAD   -  FRANKLIN (1971)
 LY0675
 LY0675                         *CURRENT SURVEY CONTROL
 LY0675  ___________________________________________________________________
 LY0675* NAD 83(1986)-  41 06 27.     (N)    074 33 06.     (W)     SCALED    
 LY0675* NAVD 88     -       294.999  (meters)     967.84   (feet)  ADJUSTED  
 LY0675  ___________________________________________________________________
 LY0675  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LY0675  DYNAMIC HT  -         294.867 (meters)     967.41  (feet)  COMP
 LY0675  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 LY0675
 LY0675  VERT ORDER  -  FIRST     CLASS II
 LY0675
 LY0675.The horizontal coordinates were scaled from a topographic map and have
 LY0675.an estimated accuracy of +/- 6 seconds.
 LY0675
 LY0675.The orthometric height was determined by differential leveling
 LY0675.and adjusted by the National Geodetic Survey in June 1991..
 LY0675
 LY0675.The geoid height was determined by GEOID03.
 LY0675
 LY0675.The dynamic height is computed by dividing the NAVD 88
 LY0675.geopotential number by the normal gravity value computed on the
 LY0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0675.degrees latitude (g = 980.6199 gals.).
 LY0675
 LY0675.The modeled gravity was interpolated from observed gravity values.
 LY0675
 LY0675;                    North         East    Units  Estimated Accuracy
 LY0675;SPC NJ       -   252,490.      145,660.      MT  (+/- 180 meters Scaled)
 LY0675
 LY0675                          SUPERSEDED SURVEY CONTROL
 LY0675
 LY0675  NGVD 29 (??/??/92)  295.182  (m)          968.44   (f) ADJ UNCH    1 2
 LY0675
 LY0675.Superseded values are not recommended for survey control.
 LY0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0675.See file dsdata.txt to determine how the superseded data were derived.
 LY0675
 LY0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL376507(NAD 83)
 LY0675_MARKER: DB = BENCH MARK DISK
 LY0675_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0675_SP_SET: PIER
 LY0675_STAMPING: 968.443 R 13 1933
 LY0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0675+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2006
 LY0675
 LY0675  HISTORY     - Date     Condition        Report By
 LY0675  HISTORY     - 1933     MONUMENTED       CGS
 LY0675  HISTORY     - 1934     GOOD             NGS
 LY0675  HISTORY     - 20060211 GOOD             GEOCAC
 LY0675
 LY0675                          STATION DESCRIPTION
 LY0675
 LY0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0675'AT BEAVER LAKE.
 LY0675'AT BEAVER LAKE, SUSSEX COUNTY, 51 FEET EAST OF THE NEW YORK,
 LY0675'SUSQUEHANNA AND WESTERN RAILROAD STATION, AT THE CONCRETE
 LY0675'OVERHEAD CROSSING OF STATE HIGHWAY 23, IN THE WEST FACE OF THE
 LY0675'FIRST PIER WEST OF THE EAST ABUTMENT, 33 FEET EAST OF THE
 LY0675'CENTERLINE OF THE TRACK, AND ABOUT 3 FEET HIGHER THAN THE TOP
 LY0675'OF THE RAIL.  A STANDARD DISK, STAMPED 968.443 R 13 1933 AND SET
 LY0675'VERTICALLY.
 LY0675
 LY0675                          STATION RECOVERY (2006)
 LY0675
 LY0675'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1282 ***********************************************************************
 KV1282  DESIGNATION -  R 15
 KV1282  PID         -  KV1282
 KV1282  STATE/COUNTY-  NJ/WARREN
 KV1282  USGS QUAD   -  WASHINGTON (1976)
 KV1282
 KV1282                         *CURRENT SURVEY CONTROL
 KV1282  ___________________________________________________________________
 KV1282* NAD 83(1986)-  40 45 35.     (N)    074 57 47.     (W)     SCALED    
 KV1282* NAVD 88     -       153.990  (meters)     505.22   (feet)  ADJUSTED  
 KV1282  ___________________________________________________________________
 KV1282  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KV1282  DYNAMIC HT  -         153.920 (meters)     504.99  (feet)  COMP
 KV1282  MODELED GRAV-     980,169.2   (mgal)                       NAVD 88
 KV1282
 KV1282  VERT ORDER  -  SECOND    CLASS 0
 KV1282
 KV1282.The horizontal coordinates were scaled from a topographic map and have
 KV1282.an estimated accuracy of +/- 6 seconds.
 KV1282
 KV1282.The orthometric height was determined by differential leveling
 KV1282.and adjusted by the National Geodetic Survey in June 1991..
 KV1282
 KV1282.The geoid height was determined by GEOID03.
 KV1282
 KV1282.The dynamic height is computed by dividing the NAVD 88
 KV1282.geopotential number by the normal gravity value computed on the
 KV1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1282.degrees latitude (g = 980.6199 gals.).
 KV1282
 KV1282.The modeled gravity was interpolated from observed gravity values.
 KV1282
 KV1282;                    North         East    Units  Estimated Accuracy
 KV1282;SPC NJ       -   213,970.      110,900.      MT  (+/- 180 meters Scaled)
 KV1282
 KV1282                          SUPERSEDED SURVEY CONTROL
 KV1282
 KV1282  NGVD 29 (??/??/??)  154.217  (m)          505.96   (f) ADJUSTED    2 0
 KV1282
 KV1282.Superseded values are not recommended for survey control.
 KV1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1282.See file dsdata.txt to determine how the superseded data were derived.
 KV1282
 KV1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL031120(NAD 83)
 KV1282_MARKER: DB = BENCH MARK DISK
 KV1282_SETTING: 66 = SET IN ROCK OUTCROP
 KV1282_SP_SET: ROCK OUTCROP
 KV1282_STAMPING: R 15 1933 505.960
 KV1282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV1282+STABILITY: POSITION/ELEVATION WELL
 KV1282
 KV1282  HISTORY     - Date     Condition        Report By
 KV1282  HISTORY     - 1933     MONUMENTED       CGS
 KV1282  HISTORY     - 1942     GOOD             CGS
 KV1282
 KV1282                          STATION DESCRIPTION
 KV1282
 KV1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1282'NEAR WASHINGTON.
 KV1282'AT WASHINGTON, WARREN COUNTY, 500 YARDS EAST OF THE DELAWARE,
 KV1282'LACKAWANNA AND WESTERN RAILROAD STATION, 25 YARDS WEST OF AN
 KV1282'AUTOMATIC SIGNAL ON THE EAST-BOUND TRACK, 7 FEET SOUTH OF THE
 KV1282'SOUTH RAIL, IN THE FACE OF A LARGE ROCK OUTCROP, AND ABOUT 2
 KV1282'FEET HIGHER THAN THE RAIL, SET VERTICALLY.  NOTE-- THE DELAWARE,
 KV1282'LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV1282'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4451 ***********************************************************************
 JU4451  DESIGNATION -  R 150
 JU4451  PID         -  JU4451
 JU4451  STATE/COUNTY-  NJ/OCEAN
 JU4451  USGS QUAD   -  TOMS RIVER (1989)
 JU4451
 JU4451                         *CURRENT SURVEY CONTROL
 JU4451  ___________________________________________________________________
 JU4451* NAD 83(1996)-  39 55 57.63592(N)    074 12 29.00211(W)     ADJUSTED  
 JU4451* NAVD 88     -        18.2    (meters)      60.     (feet)  GPS OBS   
 JU4451  ___________________________________________________________________
 JU4451  X           -   1,332,829.295 (meters)                     COMP
 JU4451  Y           -  -4,712,647.951 (meters)                     COMP
 JU4451  Z           -   4,072,246.892 (meters)                     COMP
 JU4451  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 JU4451  ELLIP HEIGHT-         -14.86  (meters)          (10/23/02) GPS OBS
 JU4451  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU4451
 JU4451  HORZ ORDER  -  FIRST
 JU4451  ELLP ORDER  -  FOURTH    CLASS I
 JU4451
 JU4451.The horizontal coordinates were established by GPS observations
 JU4451.and adjusted by the National Geodetic Survey in May 1999..
 JU4451
 JU4451.The orthometric height was determined by GPS observations and a
 JU4451.high-resolution geoid model.
 JU4451
 JU4451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4451
 JU4451.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4451
 JU4451.The ellipsoidal height was determined by GPS observations
 JU4451.and is referenced to NAD 83.
 JU4451
 JU4451.The geoid height was determined by GEOID03.
 JU4451
 JU4451;                    North         East     Units Scale Factor Converg.
 JU4451;SPC NJ       -   122,080.780   174,952.202   MT  0.99990766   +0 11 14.6
 JU4451;SPC NJ       -   400,526.69    573,989.02   sFT  0.99990766   +0 11 14.6
 JU4451;UTM  18      - 4,420,585.215   567,666.815   MT  0.99965637   +0 30 30.1
 JU4451
 JU4451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4451!SPC NJ       -   1.00000233  x   0.99990766  =   0.99990999
 JU4451!UTM  18      -   1.00000233  x   0.99965637  =   0.99965870
 JU4451
 JU4451                          SUPERSEDED SURVEY CONTROL
 JU4451
 JU4451  ELLIP H (05/14/99)  -14.87   (m)                       GP(       ) 4 1
 JU4451  NAD 83(1992)-  39 55 57.63241(N)    074 12 29.00240(W) AD(       ) 1
 JU4451  ELLIP H (04/25/94)  -14.81   (m)                       GP(       ) 3 1
 JU4451
 JU4451.Superseded values are not recommended for survey control.
 JU4451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4451.See file dsdata.txt to determine how the superseded data were derived.
 JU4451
 JU4451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6766720585(NAD 83)
 JU4451_MARKER: DD = SURVEY DISK
 JU4451_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4451_SP_SET: CONCRETE BRIDGE SIDEWALK
 JU4451_STAMPING: R 150
 JU4451_MARK LOGO: NJHA  
 JU4451_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4451+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1993
 JU4451
 JU4451  HISTORY     - Date     Condition        Report By
 JU4451  HISTORY     - 1978     MONUMENTED       NJHA
 JU4451  HISTORY     - 19930514 GOOD
 JU4451  HISTORY     - 19990722 GOOD             USPSQD
 JU4451
 JU4451                          STATION DESCRIPTION
 JU4451
 JU4451'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1978
 JU4451'THE STATION IS LOCATED IN THE BOROUGH OF BEACHWOOD ON THE NORTH
 JU4451'SIDEWALK OF A BRIDGE CARRYING BIRCH STREET OVER THE GARDEN STATE
 JU4451'PARKWAY AT ABOUT MILEPOINT 80.2 OF THE NORTHBOUND LANES.  TO REACH
 JU4451'THE STATION FROM OFF THE GARDEN STATE PARKWAY, EXIT FROM THE
 JU4451'SOUTHBOUND LANES AT INTERCHANGE 80, THE EXIT RAMP INTERSECTS DOUBLE
 JU4451'TROUBLE ROAD, TURN LEFT ONTO DOUBLE TROUBLE ROAD, GO SOUTH O.5 MI TO
 JU4451'BIRCH STREET, TURN LEFT, GO EAST 0.2 MI (0.3 KM) ON BIRCH STREET TO
 JU4451'THE STATION ON THE LEFT, SET FLUSH WITH THE SIDEWALK AT THE EAST END
 JU4451'OF THE BRIDGE. THE STATION IS 1.7 FT (0.5 M) NE FROM THE NORTHERLY
 JU4451'CURB OF BIRCH STREET, 41.7 FT (12.7 M) SE FROM THE EASTERLY ABUTMENT
 JU4451'JOINT AND O.8 FT NW FROM THE EAST END OF THE SIDEWALK.
 JU4451
 JU4451                          STATION RECOVERY (1993)
 JU4451
 JU4451'RECOVERED 1993
 JU4451'RECOVERED IN GOOD CONDITION.
 JU4451
 JU4451                          STATION RECOVERY (1999)
 JU4451
 JU4451'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU4451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0294 ***********************************************************************
 KV0294  DESIGNATION -  R 16
 KV0294  PID         -  KV0294
 KV0294  STATE/COUNTY-  NJ/HUDSON
 KV0294  USGS QUAD   -  JERSEY CITY (1981)
 KV0294
 KV0294                         *CURRENT SURVEY CONTROL
 KV0294  ___________________________________________________________________
 KV0294* NAD 83(1986)-  40 43 47.     (N)    074 02 11.     (W)     SCALED    
 KV0294* NAVD 88     -        -0.306  (meters)      -1.00   (feet)  ADJUSTED  
 KV0294  ___________________________________________________________________
 KV0294  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 KV0294  DYNAMIC HT  -          -0.306 (meters)      -1.00  (feet)  COMP
 KV0294  MODELED GRAV-     980,246.0   (mgal)                       NAVD 88
 KV0294
 KV0294  VERT ORDER  -  FIRST     CLASS I
 KV0294
 KV0294.The horizontal coordinates were scaled from a topographic map and have
 KV0294.an estimated accuracy of +/- 6 seconds.
 KV0294
 KV0294.The orthometric height was determined by differential leveling
 KV0294.and adjusted by the National Geodetic Survey in June 1991..
 KV0294
 KV0294.The geoid height was determined by GEOID03.
 KV0294
 KV0294.The dynamic height is computed by dividing the NAVD 88
 KV0294.geopotential number by the normal gravity value computed on the
 KV0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0294.degrees latitude (g = 980.6199 gals.).
 KV0294
 KV0294.The modeled gravity was interpolated from observed gravity values.
 KV0294
 KV0294;                    North         East    Units  Estimated Accuracy
 KV0294;SPC NJ       -   210,640.      189,160.      MT  (+/- 180 meters Scaled)
 KV0294
 KV0294                          SUPERSEDED SURVEY CONTROL
 KV0294
 KV0294  NGVD 29 (04/16/92)    0.034  (m)            0.11   (f) ADJUSTED    1 1
 KV0294
 KV0294.Superseded values are not recommended for survey control.
 KV0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0294.See file dsdata.txt to determine how the superseded data were derived.
 KV0294
 KV0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL813092(NAD 83)
 KV0294_MARKER: DB = BENCH MARK DISK
 KV0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0294_SP_SET: WALL
 KV0294_STAMPING: R 16 1934
 KV0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0294+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001
 KV0294
 KV0294  HISTORY     - Date     Condition        Report By
 KV0294  HISTORY     - 1934     MONUMENTED       CGS
 KV0294  HISTORY     - 1952     GOOD             CGS
 KV0294  HISTORY     - 1965     GOOD             CGS
 KV0294  HISTORY     - 20010319 GOOD             PORANY
 KV0294
 KV0294                          STATION DESCRIPTION
 KV0294
 KV0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0294'AT JERSEY CITY.
 KV0294'AT JERSEY CITY, SET VERTICALLY IN SOUTH FACE OF NORTH WALL OF
 KV0294'APPROACH TO SOUTH TUNNEL OF HOLLAND TUNNELS, 38 FEET WEST OF
 KV0294'WEST END OF TUNNEL PROPER, 3 1/2 FEET ABOVE SIDE WALK AND
 KV0294'ABOUT 4 FEET ABOVE ROADWAY.
 KV0294
 KV0294                          STATION RECOVERY (1965)
 KV0294
 KV0294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0294'RECOVERED IN GOOD CONDITION.
 KV0294
 KV0294                          STATION RECOVERY (2001)
 KV0294
 KV0294'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV0294'MARK IS ON PROPERTY OF PORT AUTHORITY OF NEW YORK AND NEW JERSEY.
 KV0294'PERMISSION TO OCCUPY MUST BE OBTAINED AT HOLLAND TUNNEL ADMINISTRATION
 KV0294'BUILDING.  MARK SUFFERS VIBRATION AT PEAK TRAVEL TIMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4452 ***********************************************************************
 JU4452  DESIGNATION -  R 177
 JU4452  PID         -  JU4452
 JU4452  STATE/COUNTY-  NJ/OCEAN
 JU4452  USGS QUAD   -  FORKED RIVER (1989)
 JU4452
 JU4452                         *CURRENT SURVEY CONTROL
 JU4452  ___________________________________________________________________
 JU4452* NAD 83(1996)-  39 51 49.28384(N)    074 13 11.68605(W)     ADJUSTED  
 JU4452* NAVD 88     -        23.3    (meters)      76.     (feet)  GPS OBS   
 JU4452  ___________________________________________________________________
 JU4452  X           -   1,333,191.213 (meters)                     COMP
 JU4452  Y           -  -4,717,655.398 (meters)                     COMP
 JU4452  Z           -   4,066,373.679 (meters)                     COMP
 JU4452  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 JU4452  ELLIP HEIGHT-          -9.80  (meters)          (10/23/02) GPS OBS
 JU4452  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JU4452
 JU4452  HORZ ORDER  -  FIRST
 JU4452  ELLP ORDER  -  FOURTH    CLASS I
 JU4452
 JU4452.The horizontal coordinates were established by GPS observations
 JU4452.and adjusted by the National Geodetic Survey in May 1999..
 JU4452
 JU4452.The orthometric height was determined by GPS observations and a
 JU4452.high-resolution geoid model.
 JU4452
 JU4452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4452
 JU4452.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4452
 JU4452.The ellipsoidal height was determined by GPS observations
 JU4452.and is referenced to NAD 83.
 JU4452
 JU4452.The geoid height was determined by GEOID03.
 JU4452
 JU4452;                    North         East     Units Scale Factor Converg.
 JU4452;SPC NJ       -   114,418.506   173,962.838   MT  0.99990707   +0 10 46.3
 JU4452;SPC NJ       -   375,388.05    570,743.08   sFT  0.99990707   +0 10 46.3
 JU4452;UTM  18      - 4,412,919.453   566,720.596   MT  0.99965480   +0 30 00.1
 JU4452
 JU4452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4452!SPC NJ       -   1.00000154  x   0.99990707  =   0.99990861
 JU4452!UTM  18      -   1.00000154  x   0.99965480  =   0.99965634
 JU4452
 JU4452                          SUPERSEDED SURVEY CONTROL
 JU4452
 JU4452  ELLIP H (05/14/99)   -9.82   (m)                       GP(       ) 4 1
 JU4452  NAD 83(1992)-  39 51 49.28026(N)    074 13 11.68620(W) AD(       ) 1
 JU4452  ELLIP H (04/25/94)   -9.76   (m)                       GP(       ) 3 1
 JU4452
 JU4452.Superseded values are not recommended for survey control.
 JU4452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4452.See file dsdata.txt to determine how the superseded data were derived.
 JU4452
 JU4452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6672112919(NAD 83)
 JU4452_MARKER: DD = SURVEY DISK
 JU4452_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU4452_SP_SET: BRIDGE ABUTMENT
 JU4452_STAMPING: R 177
 JU4452_MARK LOGO: NJHA  
 JU4452_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4452+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2006
 JU4452
 JU4452  HISTORY     - Date     Condition        Report By
 JU4452  HISTORY     - 1978     MONUMENTED       NJHA
 JU4452  HISTORY     - 19930514 GOOD
 JU4452  HISTORY     - 20060104 GOOD             INDIV
 JU4452  HISTORY     - 20060120 GOOD             INDIV
 JU4452
 JU4452                          STATION DESCRIPTION
 JU4452
 JU4452'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1978
 JU4452'THE STATION IS LOCATED IN LACEY TOWNSHIP ON THE WEST ABUTMENT OF THE
 JU4452'BRIDGE CARRYING LACEY ROAD OVER THE GARDEN STATE PARKWAY AT
 JU4452'INTERCHANGE 74.  TO REACH THE STATION FROM THE GARDEN STATE PARKWAY
 JU4452'SOUTHBOUND, EXIT AT INTERCHANGE 74, TURN LEFT AND GO 0.05 MI
 JU4452'(0.08 KM) ON LACEY ROAD TO THE STATION ON THE RIGHT, SET FLUSH WITH
 JU4452'THE SIDEWALK AT THE WEST END OF THE BRIDGE.  THE STATION IS 4.4 FT
 JU4452'(1.3 M) WEST OF THE WEST ABUTMENT JOINT AND 0.5 FT (15.2 CM) SOUTH OF
 JU4452'THE SOUTH CURB OF LACEY ROAD.
 JU4452
 JU4452                          STATION RECOVERY (1993)
 JU4452
 JU4452'RECOVERED 1993
 JU4452'RECOVERED IN GOOD CONDITION.
 JU4452
 JU4452                          STATION RECOVERY (2006)
 JU4452
 JU4452'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 JU4452'RECOVERED IN GOOD CONDITION.
 JU4452' 
 JU4452
 JU4452                          STATION RECOVERY (2006)
 JU4452
 JU4452'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JFS)
 JU4452'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4453 ***********************************************************************
 JU4453  DESIGNATION -  R 179
 JU4453  PID         -  JU4453
 JU4453  STATE/COUNTY-  NJ/OCEAN
 JU4453  USGS QUAD   -  FORKED RIVER (1989)
 JU4453
 JU4453                         *CURRENT SURVEY CONTROL
 JU4453  ___________________________________________________________________
 JU4453* NAD 83(1996)-  39 51 28.46540(N)    074 13 22.41121(W)     ADJUSTED  
 JU4453* NAVD 88     -        11.0    (meters)      36.     (feet)  GPS OBS   
 JU4453  ___________________________________________________________________
 JU4453  X           -   1,333,055.239 (meters)                     COMP
 JU4453  Y           -  -4,718,111.675 (meters)                     COMP
 JU4453  Z           -   4,065,872.948 (meters)                     COMP
 JU4453  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 JU4453  ELLIP HEIGHT-         -22.07  (meters)          (10/23/02) GPS OBS
 JU4453  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JU4453
 JU4453  HORZ ORDER  -  FIRST
 JU4453  ELLP ORDER  -  FOURTH    CLASS I
 JU4453
 JU4453.The horizontal coordinates were established by GPS observations
 JU4453.and adjusted by the National Geodetic Survey in May 1999..
 JU4453
 JU4453.The orthometric height was determined by GPS observations and a
 JU4453.high-resolution geoid model.
 JU4453
 JU4453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4453
 JU4453.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4453
 JU4453.The ellipsoidal height was determined by GPS observations
 JU4453.and is referenced to NAD 83.
 JU4453
 JU4453.The geoid height was determined by GEOID03.
 JU4453
 JU4453;                    North         East     Units Scale Factor Converg.
 JU4453;SPC NJ       -   113,775.688   173,709.941   MT  0.99990692   +0 10 39.3
 JU4453;SPC NJ       -   373,279.07    569,913.36   sFT  0.99990692   +0 10 39.3
 JU4453;UTM  18      - 4,412,275.393   566,471.363   MT  0.99965439   +0 29 53.0
 JU4453
 JU4453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4453!SPC NJ       -   1.00000346  x   0.99990692  =   0.99991038
 JU4453!UTM  18      -   1.00000346  x   0.99965439  =   0.99965785
 JU4453
 JU4453                          SUPERSEDED SURVEY CONTROL
 JU4453
 JU4453  ELLIP H (05/14/99)  -22.09   (m)                       GP(       ) 4 1
 JU4453  NAD 83(1992)-  39 51 28.46188(N)    074 13 22.41106(W) AD(       ) 1
 JU4453  ELLIP H (04/25/94)  -22.03   (m)                       GP(       ) 3 1
 JU4453
 JU4453.Superseded values are not recommended for survey control.
 JU4453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4453.See file dsdata.txt to determine how the superseded data were derived.
 JU4453
 JU4453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6647112275(NAD 83)
 JU4453_MARKER: DD = SURVEY DISK
 JU4453_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4453_SP_SET: CONCRETE BRIDGE SAFETY CURB
 JU4453_STAMPING: R 179
 JU4453_MARK LOGO: NJHA  
 JU4453_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4453+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2006
 JU4453
 JU4453  HISTORY     - Date     Condition        Report By
 JU4453  HISTORY     - 1978     MONUMENTED       NJHA
 JU4453  HISTORY     - 19930518 GOOD
 JU4453  HISTORY     - 20060104 GOOD             INDIV
 JU4453  HISTORY     - 20060120 GOOD             INDIV
 JU4453
 JU4453                          STATION DESCRIPTION
 JU4453
 JU4453'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1978
 JU4453'THE STATION IS LOCATED IN LACEY TOWNSHIP ON THE WESTERLY SAFETY CURB
 JU4453'OF THE BRIDGE CARRYING THE GARDEN STATE PARKWAY SOUTHBOUND OVER THE
 JU4453'NOTRH BRANCH OF THE FORKED RIVER AT ABOUT MILEPOINT 74.88, ABOUT 0.4
 JU4453'MI (0.6 KM) SOUTH OF THE LACEY ROAD OVERPASS AT INTERCHANGE 74.  THE
 JU4453'STATION IS 9.0 FT (2.7 M) SOUTH FROM THE SOUTH ABUTMENT JOINT, 0.6 FT
 JU4453'(18.3 CM) NORTH FROM THE SOUTH END OF THE SAFETY CURB AND 0.5 FT
 JU4453'(15.2 CM) WEST FROM THE WEST FACE OF CURB OF THE SOUTHBOUND ROADWAY.
 JU4453
 JU4453                          STATION RECOVERY (1993)
 JU4453
 JU4453'RECOVERED 1993
 JU4453'RECOVERED IN GOOD CONDITION.
 JU4453
 JU4453                          STATION RECOVERY (2006)
 JU4453
 JU4453'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 JU4453'RECOVERED IN GOOD CONDITION
 JU4453
 JU4453                          STATION RECOVERY (2006)
 JU4453
 JU4453'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JFS)
 JU4453'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1220 ***********************************************************************
 KV1220  DESIGNATION -  R 18
 KV1220  PID         -  KV1220
 KV1220  STATE/COUNTY-  NJ/MORRIS
 KV1220  USGS QUAD   -  STANHOPE (1981)
 KV1220
 KV1220                         *CURRENT SURVEY CONTROL
 KV1220  ___________________________________________________________________
 KV1220* NAD 83(1986)-  40 54 53.     (N)    074 41 18.     (W)     SCALED    
 KV1220* NAVD 88     -       276.131  (meters)     905.94   (feet)  ADJUSTED  
 KV1220  ___________________________________________________________________
 KV1220  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV1220  DYNAMIC HT  -         276.005 (meters)     905.53  (feet)  COMP
 KV1220  MODELED GRAV-     980,159.2   (mgal)                       NAVD 88
 KV1220
 KV1220  VERT ORDER  -  SECOND    CLASS 0
 KV1220
 KV1220.The horizontal coordinates were scaled from a topographic map and have
 KV1220.an estimated accuracy of +/- 6 seconds.
 KV1220
 KV1220.The orthometric height was determined by differential leveling
 KV1220.and adjusted by the National Geodetic Survey in June 1991..
 KV1220
 KV1220.The geoid height was determined by GEOID03.
 KV1220
 KV1220.The dynamic height is computed by dividing the NAVD 88
 KV1220.geopotential number by the normal gravity value computed on the
 KV1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1220.degrees latitude (g = 980.6199 gals.).
 KV1220
 KV1220.The modeled gravity was interpolated from observed gravity values.
 KV1220
 KV1220;                    North         East    Units  Estimated Accuracy
 KV1220;SPC NJ       -   231,100.      134,140.      MT  (+/- 180 meters Scaled)
 KV1220
 KV1220                          SUPERSEDED SURVEY CONTROL
 KV1220
 KV1220  NGVD 29 (??/??/??)  276.333  (m)          906.60   (f) ADJUSTED    2 0
 KV1220
 KV1220.Superseded values are not recommended for survey control.
 KV1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1220.See file dsdata.txt to determine how the superseded data were derived.
 KV1220
 KV1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL262293(NAD 83)
 KV1220_MARKER: DB = BENCH MARK DISK
 KV1220_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1220_SP_SET: SOUTHWEST CORNER ABUTMENT
 KV1220_STAMPING: R 18 1935
 KV1220_MARK LOGO: CGS   
 KV1220_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1220+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1991
 KV1220
 KV1220  HISTORY     - Date     Condition        Report By
 KV1220  HISTORY     - 1935     MONUMENTED       CGS
 KV1220  HISTORY     - 1954     MARK NOT FOUND   CGS
 KV1220  HISTORY     - 19910711 SEE DESCRIPTION  NJGS
 KV1220
 KV1220                          STATION DESCRIPTION
 KV1220
 KV1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KV1220'5.6 MI NW FROM CHESTER.
 KV1220'5.6 MILES NORTHWEST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1220'RAILROAD FROM THE CROSSING OF THE CENTRAL RAILROAD CO. OF NEW
 KV1220'JERSEY TRACK AT CHESTER, MORRIS COUNTY, 500 FEET SOUTH OF MILEPOST
 KV1220'47, AT A HIGHWAY UNDERPASS, AND IN THE TOP OF THE SOUTHWEST
 KV1220'CORNER OF THE CONCRETE BASE.  A STANDARD DISK, STAMPED R 18 1935.
 KV1220'NOTE-- CONCRETE WHERE BENCH MARK SHOULD HAVE BEEN WAS BEGINNING
 KV1220'TO DISINTEGRATE.  NOTE-- THE DELAWARE,
 KV1220'LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV1220'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV1220
 KV1220                          STATION RECOVERY (1991)
 KV1220
 KV1220'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV1220'THE STATION WAS SEARCHED FOR AND NOT RECOVERED.  THE BRIDGE WAS
 KV1220'DEMOLISHED AND THE RAILROAD HAS BEEN ABANDONED.  THE STATION IS
 KV1220'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0915 ***********************************************************************
 KV0915  DESIGNATION -  R 19 NJGS
 KV0915  PID         -  KV0915
 KV0915  STATE/COUNTY-  NJ/MONMOUTH
 KV0915  USGS QUAD   -  FARMINGDALE (1989)
 KV0915
 KV0915                         *CURRENT SURVEY CONTROL
 KV0915  ___________________________________________________________________
 KV0915* NAD 83(1986)-  40 11 25.     (N)    074 10 07.     (W)     SCALED    
 KV0915* NAVD 88     -        22.154  (meters)      72.68   (feet)  ADJUSTED  
 KV0915  ___________________________________________________________________
 KV0915  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KV0915  DYNAMIC HT  -          22.145 (meters)      72.65  (feet)  COMP
 KV0915  MODELED GRAV-     980,191.5   (mgal)                       NAVD 88
 KV0915
 KV0915  VERT ORDER  -  SECOND    CLASS 0
 KV0915
 KV0915.The horizontal coordinates were scaled from a topographic map and have
 KV0915.an estimated accuracy of +/- 6 seconds.
 KV0915
 KV0915.The orthometric height was determined by differential leveling
 KV0915.and adjusted by the National Geodetic Survey in June 1991..
 KV0915
 KV0915.The geoid height was determined by GEOID03.
 KV0915
 KV0915.The dynamic height is computed by dividing the NAVD 88
 KV0915.geopotential number by the normal gravity value computed on the
 KV0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0915.degrees latitude (g = 980.6199 gals.).
 KV0915
 KV0915.The modeled gravity was interpolated from observed gravity values.
 KV0915
 KV0915;                    North         East    Units  Estimated Accuracy
 KV0915;SPC NJ       -   150,690.      178,220.      MT  (+/- 180 meters Scaled)
 KV0915
 KV0915                          SUPERSEDED SURVEY CONTROL
 KV0915
 KV0915  NGVD 29 (??/??/??)   22.556  (m)           74.00   (f) ADJUSTED    2 0
 KV0915
 KV0915.Superseded values are not recommended for survey control.
 KV0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0915.See file dsdata.txt to determine how the superseded data were derived.
 KV0915
 KV0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK707492(NAD 83)
 KV0915_MARKER: DD = SURVEY DISK
 KV0915_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0915_SP_SET: JUNCTION CENTRAL RR
 KV0915_STAMPING: R 19 1935
 KV0915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0915
 KV0915  HISTORY     - Date     Condition        Report By
 KV0915  HISTORY     - 1935     MONUMENTED       NJGS
 KV0915  HISTORY     - 1953     GOOD             CGS
 KV0915
 KV0915                          STATION DESCRIPTION
 KV0915
 KV0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KV0915'AT FARMINGDALE.
 KV0915'AT FARMINGDALE, MONMOUTH COUNTY, 100 FEET NORTH OF THE NORTH END
 KV0915'OF THE PENNSYLVANIA RAILROAD STATION, AT THE JUNCTION OF THE
 KV0915'CENTRAL RAILROAD OF NEW JERSEY, AND 38 FEET NORTH OF THE
 KV0915'CENTERLINE OF THE C.R.R. OF N.J.  THIS MARK PROJECTS 15 INCHES
 KV0915'ABOVE THE GROUND IN WEEDS, AND IS 30 FEET NORTH OF THE CENTERLINE
 KV0915'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0995 ***********************************************************************
 KV0995  DESIGNATION -  R 2
 KV0995  PID         -  KV0995
 KV0995  STATE/COUNTY-  NJ/MERCER
 KV0995  USGS QUAD   -  TRENTON WEST (1995)
 KV0995
 KV0995                         *CURRENT SURVEY CONTROL
 KV0995  ___________________________________________________________________
 KV0995* NAD 83(1986)-  40 11 45.     (N)    074 45 09.     (W)     SCALED    
 KV0995* NAVD 88     -        12.108  (meters)      39.72   (feet)  ADJUSTED  
 KV0995  ___________________________________________________________________
 KV0995  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KV0995  DYNAMIC HT  -          12.103 (meters)      39.71  (feet)  COMP
 KV0995  MODELED GRAV-     980,183.3   (mgal)                       NAVD 88
 KV0995
 KV0995  VERT ORDER  -  FIRST     CLASS II
 KV0995
 KV0995.The horizontal coordinates were scaled from a topographic map and have
 KV0995.an estimated accuracy of +/- 6 seconds.
 KV0995
 KV0995.The orthometric height was determined by differential leveling
 KV0995.and adjusted by the National Geodetic Survey in June 1991..
 KV0995
 KV0995.The geoid height was determined by GEOID03.
 KV0995
 KV0995.The dynamic height is computed by dividing the NAVD 88
 KV0995.geopotential number by the normal gravity value computed on the
 KV0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0995.degrees latitude (g = 980.6199 gals.).
 KV0995
 KV0995.The modeled gravity was interpolated from observed gravity values.
 KV0995
 KV0995;                    North         East    Units  Estimated Accuracy
 KV0995;SPC NJ       -   151,290.      128,500.      MT  (+/- 180 meters Scaled)
 KV0995
 KV0995                          SUPERSEDED SURVEY CONTROL
 KV0995
 KV0995  NGVD 29 (01/10/92)   12.437  (m)           40.80   (f) ADJUSTED    1 2
 KV0995
 KV0995.Superseded values are not recommended for survey control.
 KV0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0995.See file dsdata.txt to determine how the superseded data were derived.
 KV0995
 KV0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK210495(NAD 83)
 KV0995_MARKER: DB = BENCH MARK DISK
 KV0995_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0995_SP_SET: SIGNAL BASE
 KV0995_STAMPING: R 2 1924 40.866
 KV0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0995
 KV0995  HISTORY     - Date     Condition        Report By
 KV0995  HISTORY     - 1924     MONUMENTED       CGS
 KV0995  HISTORY     - 1956     GOOD             CGS
 KV0995  HISTORY     - 1975     GOOD             BAKER
 KV0995  HISTORY     - 20010525 MARK NOT FOUND   NJGS
 KV0995
 KV0995                          STATION DESCRIPTION
 KV0995
 KV0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0995'AT TRENTON.
 KV0995'AT TRENTON, ALONG THE TRENTON-BORDENTOWN BRANCH OF THE PENNSYLVANIA
 KV0995'RAILROAD, 30 1/2 RAILS SOUTH OF THE CROSSING OF LAYLOR STREET,
 KV0995'ON TOP OF A SIGNAL BASE, (SIGNAL NOW REMOVED), 5 1/2 RAILS SOUTH
 KV0995'OF THE SOUTH END OF A SPUR TRACK ON THE EAST SIDE OF THE MAIN
 KV0995'TRACK, 16 FEET SOUTHWEST OF A TELEGRAPH POLE WITH A PHONE BOX, 7.2
 KV0995'FEET EAST OF THE EAST RAIL AND ABOUT LEVEL WITH THE TRACK.
 KV0995'NOTE-- MOST OF THE SIGNALS AND SIGNAL BASES HAVE BEEN REMOVED
 KV0995'ALONG THIS SECTION OF THE RR BUT I WAS TOLD BY AN ENGINEER
 KV0995'EMPLOYED BY THE PRR THAT THIS BASE WOULD REMAIN DUE TO THE BENCH
 KV0995'MARK.
 KV0995
 KV0995                          STATION RECOVERY (1975)
 KV0995
 KV0995'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 KV0995'RECOVERED IN GOOD CONDITION.
 KV0995
 KV0995                          STATION RECOVERY (2001)
 KV0995
 KV0995'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 KV0995'THE REMAINS OF THE STATION WAS RECOVERED.  A SIGNAL BASE WAS FOUND
 KV0995'WITH NO DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0522 ***********************************************************************
 JU0522  CBN         -  This is a Cooperative Base Network Control Station.
 JU0522  DESIGNATION -  R 20
 JU0522  PID         -  JU0522
 JU0522  STATE/COUNTY-  NJ/ATLANTIC
 JU0522  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0522
 JU0522                         *CURRENT SURVEY CONTROL
 JU0522  ___________________________________________________________________
 JU0522* NAD 83(1996)-  39 28 17.97846(N)    074 35 25.33112(W)     ADJUSTED  
 JU0522* NAVD 88     -        20.929  (meters)      68.66   (feet)  ADJUSTED  
 JU0522  ___________________________________________________________________
 JU0522  X           -   1,310,042.784 (meters)                     COMP
 JU0522  Y           -  -4,752,959.842 (meters)                     COMP
 JU0522  Z           -   4,032,867.023 (meters)                     COMP
 JU0522  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 JU0522  ELLIP HEIGHT-         -12.88  (meters)          (09/24/01) GPS OBS
 JU0522  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JU0522  DYNAMIC HT  -          20.918 (meters)      68.63  (feet)  COMP
 JU0522  MODELED GRAV-     980,126.6   (mgal)                       NAVD 88
 JU0522
 JU0522  HORZ ORDER  -  B
 JU0522  VERT ORDER  -  FIRST     CLASS I
 JU0522  ELLP ORDER  -  FOURTH    CLASS I
 JU0522
 JU0522.The horizontal coordinates were established by GPS observations
 JU0522.and adjusted by the National Geodetic Survey in August 1998..
 JU0522
 JU0522.The orthometric height was determined by differential leveling
 JU0522.and adjusted by the National Geodetic Survey in June 1991..
 JU0522
 JU0522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0522
 JU0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0522
 JU0522.The ellipsoidal height was determined by GPS observations
 JU0522.and is referenced to NAD 83.
 JU0522
 JU0522.The geoid height was determined by GEOID03.
 JU0522
 JU0522.The dynamic height is computed by dividing the NAVD 88
 JU0522.geopotential number by the normal gravity value computed on the
 JU0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0522.degrees latitude (g = 980.6199 gals.).
 JU0522
 JU0522.The modeled gravity was interpolated from observed gravity values.
 JU0522
 JU0522;                    North         East     Units Scale Factor Converg.
 JU0522;SPC NJ       -    70,862.889   142,224.610   MT  0.99990074   -0 03 26.8
 JU0522;SPC NJ       -   232,489.33    466,615.24   sFT  0.99990074   -0 03 26.8
 JU0522;UTM  18      - 4,369,199.468   535,233.961   MT  0.99961528   +0 15 37.5
 JU0522
 JU0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0522!SPC NJ       -   1.00000202  x   0.99990074  =   0.99990276
 JU0522!UTM  18      -   1.00000202  x   0.99961528  =   0.99961730
 JU0522
 JU0522                          SUPERSEDED SURVEY CONTROL
 JU0522
 JU0522  ELLIP H (08/14/98)  -12.84   (m)                       GP(       ) 3 2
 JU0522  NAD 83(1992)-  39 28 17.96895(N)    074 35 25.33101(W) AD(       ) 1
 JU0522  NAVD 88 (02/08/94)   20.93   (m)           68.7    (f) LEVELING    3  
 JU0522  NGVD 29 (??/??/??)   21.310  (m)           69.91   (f) ADJUSTED    1 1
 JU0522
 JU0522.Superseded values are not recommended for survey control.
 JU0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0522.See file dsdata.txt to determine how the superseded data were derived.
 JU0522
 JU0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3523469199(NAD 83)
 JU0522_MARKER: DD = SURVEY DISK
 JU0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0522_SP_SET: CONCRETE POST
 JU0522_STAMPING: R 20
 JU0522_MARK LOGO: NONE  
 JU0522_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0522+STABILITY: SURFACE MOTION
 JU0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0522+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2000
 JU0522
 JU0522  HISTORY     - Date     Condition        Report By
 JU0522  HISTORY     - UNK      MONUMENTED       CAB
 JU0522  HISTORY     - 1964     GOOD             CGS
 JU0522  HISTORY     - 1965     GOOD             CGS
 JU0522  HISTORY     - 19930603 GOOD             NJGS
 JU0522  HISTORY     - 19950228 GOOD             NGS
 JU0522  HISTORY     - 19961024 GOOD             NJGS
 JU0522  HISTORY     - 20001003 GOOD             NJGS
 JU0522
 JU0522                          STATION DESCRIPTION
 JU0522
 JU0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0522'0.8 MI W FROM POMANA.
 JU0522'0.8 MILE WEST ALONG THE MAYS LANDING ROAD FROM THE CROSSING OF
 JU0522'THE PENNYSLVANIA-READING SEASHORE LINES AT POMONA, AT THE JUNCTION
 JU0522'OF A PRIVATE ROAD LEADING NORTH TO A FARM HOUSE, 26.5 FEET
 JU0522'SOUTHWEST OF CENTER OF THE JUNCTION, 15 FEET SOUTH OF CENTER LINE
 JU0522'OF ROAD, 28 FEET NORTH OF A FENCE SURROUNDING THE NATIONAL
 JU0522'AVIATION FACILITIES EXPERIMENTAL CENTER, 2 1/2 FEET NORTH OF A
 JU0522'POWER LINE BARCE POLE P23696, 2 FEET EAST OF A NARROW GAGE
 JU0522'VERTICAL RAIL, 2 FEET WEST OF A NARROW GAGE VERTICAL RAIL, AND
 JU0522'SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.  NOTE-- THIS
 JU0522'MARK MAY ALSO BE REACHED BY GOING 5.15 MILES SOUTHEAST ALONG THE
 JU0522'PENNSYLVANIA-READING SEASHORE LINES FROM THE STATION AT EGG
 JU0522'HARBOR CITY TO THE CROSSING OF MAYS LANDING ROAD AT POMONA THEN
 JU0522'FOLLOWING TO ABOVE DESCRIBTION.
 JU0522
 JU0522                          STATION RECOVERY (1965)
 JU0522
 JU0522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU0522'RECOVERED IN GOOD CONDITION.
 JU0522
 JU0522                          STATION RECOVERY (1993)
 JU0522
 JU0522'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 JU0522'THE STATION IS LOCATED IN HAMILTON TOWNSHIP ON THE SOUTH SIDE OF MAYS
 JU0522'LANDING PORT REPUBLIC ROAD, COUNTY ROAD 575, OPPOSITE THE FAA TECH
 JU0522'CENTER AT POMONA.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 JU0522'HIGHWAY 30 AND COUNTY ROAD 575, GO SOUTHWEST ON COUNTY ROAD 575 FOR
 JU0522'0.95 MI (1.53 KM) TO THE STATION ON THE LEFT.  TO REACH THE STATION
 JU0522'FROM THE INTERSECTION OF TILTON ROAD, COUNTY ROAD 563 AND COUNTY ROAD
 JU0522'575, GO NORTHEAST ON COUNTY ROAD 575 FOR 0.35 MI (0.56 KM) TO THE
 JU0522'STATION ON THE RIGHT, OPPOSITE THE EAST DRIVEWAY ENTRANCE FOR UNITED
 JU0522'WHOLESALE DISTRIBUTORS.  THE STATION IS 8.5 M (27.9 FT) NORTH FROM
 JU0522'AND NORMAL TO A 6 FT (1.8 M) HIGH CHAIN LINK FENCE TOPPED WITH BARBED
 JU0522'WIRE SURROUNDING THE FAA TECH CENTER, 5.3 M (17.4 FT) SOUTH FROM THE
 JU0522'CENTERLINE OF COUNTY ROAD 575, 21.9 M (71.9 FT) SOUTHEAST FROM POLE
 JU0522'NUMBER H 4595, 1.7 M (5.6 FT) SOUTH FROM THE SOUTH EDGE OF PAVING OF
 JU0522'COUNTY ROAD 575, 11.4 WEST FROM A YELLOW TRAFFIC SIGN FOR A WYE
 JU0522'JUNCTION AHEAD AND 19.3 M (63.3 FT) SOUTHWEST FROM A GREEN PLASTIC
 JU0522'PIPE FOR A TEST STATION ON THE NORTH SIDE OF COUNTY ROAD 575.
 JU0522
 JU0522                          STATION RECOVERY (1995)
 JU0522
 JU0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 JU0522'1.5 KM (0.95 MI) SOUTHWESTERLY ALONG COUNTY ROAD 575 FROM THE JUNCTION
 JU0522'OF U.S.  HIGHWAY 30 IN POMONA, 21.9 M (71.9 FT) EAST OF UTILITY POLE
 JU0522'NUMBER H 4595, 8.5 M (27.9 FT) NORTHWEST OF A CHAIN-LINK FENCE, 5.3 M
 JU0522'(17.4 FT) SOUTHEAST OF AND LEVEL WITH THE ROAD CENTERLINE, 1.7 M (5.6
 JU0522'FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE PAVEMENT, ON THE EXTENDED
 JU0522'CENTER OF THE MOST NORTHEASTERLY OF 2 ENTRANCE ROADS LEADING TO UNITED
 JU0522'WHOLESALER DISTRIBUTORS, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT)
 JU0522'BELOW THE GROUND SURFACE.
 JU0522
 JU0522                          STATION RECOVERY (1996)
 JU0522
 JU0522'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (RJK)
 JU0522'RECOVERED AS DESCRIBED.
 JU0522
 JU0522                          STATION RECOVERY (2000)
 JU0522
 JU0522'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (WHP)
 JU0522'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.
 JU0522'   THE STATION IS 8.5 M NORTHEAST OF A CHAIN-LINK FENCE, WITH AN
 JU0522'ATTACHED WITNESS SIGN, 5.3 M SOUTHEAST OF THE CENTERLINE OF
 JU0522'COUNTY ROUTE 575, 1.7 M SOUTHEAST OF THE SOUTHEAST EDGE OF
 JU0522'COUNTY ROUTE 575, 11.4 M SOUTHWEST OF A WYE ROAD SIGN WITH AN
 JU0522'ATTACHED WITNESS POST, 38 M NORTHEAST OF THE CENTER ISLAND
 JU0522'BETWEEN TWO DRIVEWAYS LEADING TO A NEWLY RENOVATED BUILDING,
 JU0522'FORMALLY THE UNITED WHOLESALER DISTRIBUTORS.
 JU0522' 
 JU0522' 
 JU0522' 
 JU0522'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0262 ***********************************************************************
 JU0262  DESIGNATION -  R 21
 JU0262  PID         -  JU0262
 JU0262  STATE/COUNTY-  NJ/BURLINGTON
 JU0262  USGS QUAD   -  WOODMANSIE (1995)
 JU0262
 JU0262                         *CURRENT SURVEY CONTROL
 JU0262  ___________________________________________________________________
 JU0262* NAD 83(1986)-  39 50 50.     (N)    074 29 34.     (W)     SCALED    
 JU0262* NAVD 88     -        46.457  (meters)     152.42   (feet)  ADJUSTED  
 JU0262  ___________________________________________________________________
 JU0262  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 JU0262  DYNAMIC HT  -          46.436 (meters)     152.35  (feet)  COMP
 JU0262  MODELED GRAV-     980,159.4   (mgal)                       NAVD 88
 JU0262
 JU0262  VERT ORDER  -  SECOND    CLASS 0
 JU0262
 JU0262.The horizontal coordinates were scaled from a topographic map and have
 JU0262.an estimated accuracy of +/- 6 seconds.
 JU0262
 JU0262.The orthometric height was determined by differential leveling
 JU0262.and adjusted by the National Geodetic Survey in June 1991..
 JU0262
 JU0262.The geoid height was determined by GEOID03.
 JU0262
 JU0262.The dynamic height is computed by dividing the NAVD 88
 JU0262.geopotential number by the normal gravity value computed on the
 JU0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0262.degrees latitude (g = 980.6199 gals.).
 JU0262
 JU0262.The modeled gravity was interpolated from observed gravity values.
 JU0262
 JU0262;                    North         East    Units  Estimated Accuracy
 JU0262;SPC NJ       -   112,550.      150,620.      MT  (+/- 180 meters Scaled)
 JU0262
 JU0262                          SUPERSEDED SURVEY CONTROL
 JU0262
 JU0262  NGVD 29 (??/??/??)   46.838  (m)          153.67   (f) ADJUSTED    2 0
 JU0262
 JU0262.Superseded values are not recommended for survey control.
 JU0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0262.See file dsdata.txt to determine how the superseded data were derived.
 JU0262
 JU0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK433109(NAD 83)
 JU0262_MARKER: DB = BENCH MARK DISK
 JU0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0262_SP_SET: BATTERY WELL
 JU0262_STAMPING: R 21 1935
 JU0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0262
 JU0262  HISTORY     - Date     Condition        Report By
 JU0262  HISTORY     - 1935     MONUMENTED       CGS
 JU0262  HISTORY     - 1947     GOOD             CGS
 JU0262  HISTORY     - 19950303 MARK NOT FOUND   NJGS
 JU0262
 JU0262                          STATION DESCRIPTION
 JU0262
 JU0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0262'3.7 MI NE FROM CHATSWORTH.
 JU0262'ABOUT 3.7 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW
 JU0262'JERSEY FROM CHATSWORTH, BURLINGTON COUNTY, ABOUT 0.2 MILE
 JU0262'SOUTHWEST OF MILEPOST 81, ABOUT 11 RAILS SOUTHWEST OF A NEW
 JU0262'HIGHWAY UNDERPASS, ABOUT 9 YARDS NORTHEAST OF THE CENTER LINE
 JU0262'OF STATE HIGHWAY 40 S, ABOUT 4 YARDS NORTHWEST OF THE NORTHWEST
 JU0262'RAIL, AT AN ELECTRIC-ALARM CONTROL, IN THE TOP OF THE NORTH
 JU0262'CORNER OF THE CONCRETE BASE OF THE BATTERY WELL, AND ABOUT 18
 JU0262'INCHES HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED R 21
 JU0262'1935.
 JU0262
 JU0262                          STATION RECOVERY (1947)
 JU0262
 JU0262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JU0262'RECOVERED IN GOOD CONDITION.
 JU0262
 JU0262                          STATION RECOVERY (1995)
 JU0262
 JU0262'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0262'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A HALF HOUR
 JU0262'SEARCH BY A TWO MAN PARTY.  CONSIDERABLE IMPROVEMENTS HAVE BEEN MADE
 JU0262'TO THE AREA SINCE THE LAST RECOVERY.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1246 ***********************************************************************
 KV1246  DESIGNATION -  R 22
 KV1246  PID         -  KV1246
 KV1246  STATE/COUNTY-  NJ/WARREN
 KV1246  USGS QUAD   -  BLAIRSTOWN (1971)
 KV1246
 KV1246                         *CURRENT SURVEY CONTROL
 KV1246  ___________________________________________________________________
 KV1246* NAD 83(1986)-  40 53 28.     (N)    074 56 15.     (W)     SCALED    
 KV1246* NAVD 88     -       205.518  (meters)     674.27   (feet)  ADJUSTED  
 KV1246  ___________________________________________________________________
 KV1246  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KV1246  DYNAMIC HT  -         205.426 (meters)     673.97  (feet)  COMP
 KV1246  MODELED GRAV-     980,171.0   (mgal)                       NAVD 88
 KV1246
 KV1246  VERT ORDER  -  SECOND    CLASS 0
 KV1246
 KV1246.The horizontal coordinates were scaled from a topographic map and have
 KV1246.an estimated accuracy of +/- 6 seconds.
 KV1246
 KV1246.The orthometric height was determined by differential leveling
 KV1246.and adjusted by the National Geodetic Survey in June 1991..
 KV1246
 KV1246.The geoid height was determined by GEOID03.
 KV1246
 KV1246.The dynamic height is computed by dividing the NAVD 88
 KV1246.geopotential number by the normal gravity value computed on the
 KV1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1246.degrees latitude (g = 980.6199 gals.).
 KV1246
 KV1246.The modeled gravity was interpolated from observed gravity values.
 KV1246
 KV1246;                    North         East    Units  Estimated Accuracy
 KV1246;SPC NJ       -   228,550.      113,130.      MT  (+/- 180 meters Scaled)
 KV1246
 KV1246                          SUPERSEDED SURVEY CONTROL
 KV1246
 KV1246  NGVD 29 (??/??/??)  205.728  (m)          674.96   (f) ADJUSTED    2 0
 KV1246
 KV1246.Superseded values are not recommended for survey control.
 KV1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1246.See file dsdata.txt to determine how the superseded data were derived.
 KV1246
 KV1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL052266(NAD 83)
 KV1246_MARKER: DB = BENCH MARK DISK
 KV1246_SETTING: 80 = SET IN A BOULDER
 KV1246_SP_SET: BOULDER
 KV1246_STAMPING: R 22 1942
 KV1246_MARK LOGO: CGS   
 KV1246_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1246+STABILITY: SURFACE MOTION
 KV1246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1246+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1995
 KV1246
 KV1246  HISTORY     - Date     Condition        Report By
 KV1246  HISTORY     - 1942     MONUMENTED       CGS
 KV1246  HISTORY     - 1978     GOOD             LOCENG
 KV1246  HISTORY     - 19950317 GOOD             NJGS
 KV1246
 KV1246                          STATION DESCRIPTION
 KV1246
 KV1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1246'2.3 MI W FROM GREAT MEADOWS.
 KV1246'2.0 MILES NORTHWEST ALONG A MACADAM ROAD FROM THE JUNCTION OF U.S.
 KV1246'HIGHWAY 46, 0.3 MILE SOUTHWEST OF THE POST OFFICE AT GREAT
 KV1246'MEADOWS, WARREN COUNTY, 275 FEET SOUTH OF A 2-STORY GRAY HOUSE,
 KV1246'94.5 FEET SOUTHEAST OF A 24-INCH IRON PIPE CULVERT, 37.6 FEET
 KV1246'EAST OF THE CENTERLINE OF THE ROAD, 27.1 FEET SOUTHEAST OF A
 KV1246'BLAZED MAPLE TREE, ABOUT 3 FEET HIGHER THAN THE ROAD.
 KV1246
 KV1246                          STATION RECOVERY (1978)
 KV1246
 KV1246'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 KV1246'CHANGE 275 FT. SOUTH OF A 2-STORY GRAY HOUSE, SHOULD BE 267 FT., 24
 KV1246'INCH PIPE NOT IRON PIPE, REMOVE 27.1 FT. SOUTHEAST OF A BLAZED MAPLE
 KV1246'TREE. ADD 26.4 FT. NORTHEAST OF TACK IN POLE NO. 49, 95.9 FT.
 KV1246'SOUTHEAST OF TACK IN POLE NO. LY-310.
 KV1246
 KV1246                          STATION RECOVERY (1995)
 KV1246
 KV1246'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1246'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS
 KV1246'19.O FT EAST FROM MILE POST MARKER 2 AND 7.6 M (24.9 FT) NORTH FROM
 KV1246'UTILITY POLE NUMBER 49.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1239 ***********************************************************************
 KV1239  DESIGNATION -  R 23
 KV1239  PID         -  KV1239
 KV1239  STATE/COUNTY-  NJ/WARREN
 KV1239  USGS QUAD   -  BLAIRSTOWN (1971)
 KV1239
 KV1239                         *CURRENT SURVEY CONTROL
 KV1239  ___________________________________________________________________
 KV1239* NAD 83(1986)-  40 56 01.     (N)    074 58 01.     (W)     SCALED    
 KV1239* NAVD 88     -       139.374  (meters)     457.26   (feet)  ADJUSTED  
 KV1239  ___________________________________________________________________
 KV1239  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KV1239  DYNAMIC HT  -         139.312 (meters)     457.06  (feet)  COMP
 KV1239  MODELED GRAV-     980,180.0   (mgal)                       NAVD 88
 KV1239
 KV1239  VERT ORDER  -  SECOND    CLASS 0
 KV1239
 KV1239.The horizontal coordinates were scaled from a topographic map and have
 KV1239.an estimated accuracy of +/- 6 seconds.
 KV1239
 KV1239.The orthometric height was determined by differential leveling
 KV1239.and adjusted by the National Geodetic Survey in June 1991..
 KV1239
 KV1239.The geoid height was determined by GEOID03.
 KV1239
 KV1239.The dynamic height is computed by dividing the NAVD 88
 KV1239.geopotential number by the normal gravity value computed on the
 KV1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1239.degrees latitude (g = 980.6199 gals.).
 KV1239
 KV1239.The modeled gravity was interpolated from observed gravity values.
 KV1239
 KV1239;                    North         East    Units  Estimated Accuracy
 KV1239;SPC NJ       -   233,280.      110,680.      MT  (+/- 180 meters Scaled)
 KV1239
 KV1239                          SUPERSEDED SURVEY CONTROL
 KV1239
 KV1239  NGVD 29 (??/??/??)  139.576  (m)          457.93   (f) ADJUSTED    2 0
 KV1239
 KV1239.Superseded values are not recommended for survey control.
 KV1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1239.See file dsdata.txt to determine how the superseded data were derived.
 KV1239
 KV1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL027313(NAD 83)
 KV1239_MARKER: DB = BENCH MARK DISK
 KV1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1239_STAMPING: R 23 1942
 KV1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1239+STABILITY: SURFACE MOTION
 KV1239
 KV1239  HISTORY     - Date     Condition        Report By
 KV1239  HISTORY     - 1942     MONUMENTED       CGS
 KV1239  HISTORY     - 19950910 MARK NOT FOUND   USPSQD
 KV1239
 KV1239                          STATION DESCRIPTION
 KV1239
 KV1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1239'1.8 MI N FROM HOPE.
 KV1239'1.8 MILE NORTH ALONG STATE HIGHWAY 543 FROM THE POST OFFICE AT
 KV1239'HOPE, WARREN COUNTY, 6.6 FEET NORTH OF THE WEST END OF THE
 KV1239'HEADWALL OF A 12-INCH IRON CORRUGATED-IRON PIPE CULVERT, 36.6
 KV1239'FEET EAST OF A MAPLE TREE, 16.5 FEET NORTHWEST OF A MAPLE TREE,
 KV1239'22 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH OF
 KV1239'A FENCE, AND ABOUT LEVEL WITH THE HIGHWAY.
 KV1239
 KV1239                          STATION RECOVERY (1995)
 KV1239
 KV1239'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1296 ***********************************************************************
 KV1296  DESIGNATION -  R 24
 KV1296  PID         -  KV1296
 KV1296  STATE/COUNTY-  NJ/MORRIS
 KV1296  USGS QUAD   -  CHESTER (1981)
 KV1296
 KV1296                         *CURRENT SURVEY CONTROL
 KV1296  ___________________________________________________________________
 KV1296* NAD 83(1986)-  40 50 01.     (N)    074 42 35.     (W)     SCALED    
 KV1296* NAVD 88     -       194.913  (meters)     639.48   (feet)  ADJUSTED  
 KV1296  ___________________________________________________________________
 KV1296  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KV1296  DYNAMIC HT  -         194.824 (meters)     639.19  (feet)  COMP
 KV1296  MODELED GRAV-     980,159.9   (mgal)                       NAVD 88
 KV1296
 KV1296  VERT ORDER  -  SECOND    CLASS 0
 KV1296
 KV1296.The horizontal coordinates were scaled from a topographic map and have
 KV1296.an estimated accuracy of +/- 6 seconds.
 KV1296
 KV1296.The orthometric height was determined by differential leveling
 KV1296.and adjusted by the National Geodetic Survey in June 1991..
 KV1296
 KV1296.The geoid height was determined by GEOID03.
 KV1296
 KV1296.The dynamic height is computed by dividing the NAVD 88
 KV1296.geopotential number by the normal gravity value computed on the
 KV1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1296.degrees latitude (g = 980.6199 gals.).
 KV1296
 KV1296.The modeled gravity was interpolated from observed gravity values.
 KV1296
 KV1296;                    North         East    Units  Estimated Accuracy
 KV1296;SPC NJ       -   222,090.      132,310.      MT  (+/- 180 meters Scaled)
 KV1296
 KV1296                          SUPERSEDED SURVEY CONTROL
 KV1296
 KV1296  NGVD 29 (??/??/??)  195.136  (m)          640.21   (f) ADJUSTED    2 0
 KV1296
 KV1296.Superseded values are not recommended for survey control.
 KV1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1296.See file dsdata.txt to determine how the superseded data were derived.
 KV1296
 KV1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL244203(NAD 83)
 KV1296_MARKER: DB = BENCH MARK DISK
 KV1296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1296_SP_SET: RETAINING WALL
 KV1296_STAMPING: R 24 1942
 KV1296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1296
 KV1296  HISTORY     - Date     Condition        Report By
 KV1296  HISTORY     - 1942     MONUMENTED       CGS
 KV1296  HISTORY     - 1985     GOOD             USPSQD
 KV1296  HISTORY     - 20060507 MARK NOT FOUND   GEOCAC
 KV1296
 KV1296                          STATION DESCRIPTION
 KV1296
 KV1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1296'5 MI SE FROM NETCONG.
 KV1296'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 31 FROM THE DELAWARE,
 KV1296'LACKWANNA AND WESTERN RAILROAD STATION AT NETCONG, MORRIS COUNTY,
 KV1296'AT A RAILROAD OVERPASS, IN THE EAST FACE OF THE WEST RETAINING
 KV1296'WALL, 3 FEET SOUTH OF THE NORTH CORNER, 25 FEET WEST OF THE
 KV1296'CENTERLINE OF THE HIGHWAY, AND ABOUT 4.7 FEET HIGHER THAN THE
 KV1296'HIGHWAY.
 KV1296
 KV1296                          STATION RECOVERY (1985)
 KV1296
 KV1296'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV1296'APPEARANCE POOR, MARK IS COVERED WITH RED PAINT. THE WEST RETAINING
 KV1296'WALL OF THE RAILROAD OVERPASS, IN WHICH THE MARK IS SET, IS PAINTED
 KV1296'WITH GRAPHETTI THAT PARTIALLY OBSUREES IT. THE NAME OF THE HIGHWAY
 KV1296'FROM NETCONG HAS BEEN CHANGED FROM STATE HWY 31 TO US HWY 206.
 KV1296
 KV1296                          STATION RECOVERY (2006)
 KV1296
 KV1296'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV1296'THE RAILROAD BRIDGES OVER US ROUTE 206 ARE NEW.  THE OLD BRIDGE, AND
 KV1296'THE STATION HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1351 ***********************************************************************
 KV1351  DESIGNATION -  R 25
 KV1351  PID         -  KV1351
 KV1351  STATE/COUNTY-  NJ/SOMERSET
 KV1351  USGS QUAD   -  GLADSTONE (1995)
 KV1351
 KV1351                         *CURRENT SURVEY CONTROL
 KV1351  ___________________________________________________________________
 KV1351* NAD 83(1986)-  40 40 47.     (N)    074 43 20.     (W)     SCALED    
 KV1351* NAVD 88     -        47.224  (meters)     154.93   (feet)  ADJUSTED  
 KV1351  ___________________________________________________________________
 KV1351  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KV1351  DYNAMIC HT  -          47.203 (meters)     154.87  (feet)  COMP
 KV1351  MODELED GRAV-     980,183.4   (mgal)                       NAVD 88
 KV1351
 KV1351  VERT ORDER  -  SECOND    CLASS 0
 KV1351
 KV1351.The horizontal coordinates were scaled from a topographic map and have
 KV1351.an estimated accuracy of +/- 6 seconds.
 KV1351
 KV1351.The orthometric height was determined by differential leveling
 KV1351.and adjusted by the National Geodetic Survey in June 1991..
 KV1351
 KV1351.The geoid height was determined by GEOID03.
 KV1351
 KV1351.The dynamic height is computed by dividing the NAVD 88
 KV1351.geopotential number by the normal gravity value computed on the
 KV1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1351.degrees latitude (g = 980.6199 gals.).
 KV1351
 KV1351.The modeled gravity was interpolated from observed gravity values.
 KV1351
 KV1351;                    North         East    Units  Estimated Accuracy
 KV1351;SPC NJ       -   205,010.      131,220.      MT  (+/- 180 meters Scaled)
 KV1351
 KV1351                          SUPERSEDED SURVEY CONTROL
 KV1351
 KV1351  NGVD 29 (??/??/??)   47.464  (m)          155.72   (f) ADJUSTED    2 0
 KV1351
 KV1351.Superseded values are not recommended for survey control.
 KV1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1351.See file dsdata.txt to determine how the superseded data were derived.
 KV1351
 KV1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL234032(NAD 83)
 KV1351_MARKER: DB = BENCH MARK DISK
 KV1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1351_STAMPING: R 25 1942
 KV1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1351+STABILITY: SURFACE MOTION
 KV1351
 KV1351  HISTORY     - Date     Condition        Report By
 KV1351  HISTORY     - 1942     MONUMENTED       CGS
 KV1351  HISTORY     - 19940507 MARK NOT FOUND   USPSQD
 KV1351
 KV1351                          STATION DESCRIPTION
 KV1351
 KV1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1351'2.5 MI S FROM POTTERSVILLE.
 KV1351'2.5 MILES SOUTH ALONG A MACADAM ROAD FROM THE POTTERSVILLE
 KV1351'REFORMED CHURCH AT POTTERSVILLE, SOMERSET COUNTY, 375 FEET
 KV1351'NORTHWEST OF A CONCRETE BRIDGE, 1.9 FEET SOUTH OF POLE 70031-TY,
 KV1351'IN LINE WITH THE TOW OF POLES, 30.8 FEET WEST OF THE CENTERLINE
 KV1351'OF THE ROAD, NEAR A WHITE WOODEN WITNESS POST PAINTED USBM,
 KV1351'AND ABOUT 5 FEET HIGHER THAN THE ROAD.
 KV1351
 KV1351                          STATION RECOVERY (1994)
 KV1351
 KV1351'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0546 ***********************************************************************
 KV0546  DESIGNATION -  R 26
 KV0546  PID         -  KV0546
 KV0546  STATE/COUNTY-  NJ/MIDDLESEX
 KV0546  USGS QUAD   -  PLAINFIELD (1995)
 KV0546
 KV0546                         *CURRENT SURVEY CONTROL
 KV0546  ___________________________________________________________________
 KV0546* NAD 83(1986)-  40 34 40.     (N)    074 27 13.     (W)     SCALED    
 KV0546* NAVD 88     -        17.468  (meters)      57.31   (feet)  ADJUSTED  
 KV0546  ___________________________________________________________________
 KV0546  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV0546  DYNAMIC HT  -          17.460 (meters)      57.28  (feet)  COMP
 KV0546  MODELED GRAV-     980,191.1   (mgal)                       NAVD 88
 KV0546
 KV0546  VERT ORDER  -  FIRST     CLASS II
 KV0546
 KV0546.The horizontal coordinates were scaled from a topographic map and have
 KV0546.an estimated accuracy of +/- 6 seconds.
 KV0546
 KV0546.The orthometric height was determined by differential leveling
 KV0546.and adjusted by the National Geodetic Survey in June 1991..
 KV0546
 KV0546.The geoid height was determined by GEOID03.
 KV0546
 KV0546.The dynamic height is computed by dividing the NAVD 88
 KV0546.geopotential number by the normal gravity value computed on the
 KV0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0546.degrees latitude (g = 980.6199 gals.).
 KV0546
 KV0546.The modeled gravity was interpolated from observed gravity values.
 KV0546
 KV0546;                    North         East    Units  Estimated Accuracy
 KV0546;SPC NJ       -   193,670.      153,930.      MT  (+/- 180 meters Scaled)
 KV0546
 KV0546                          SUPERSEDED SURVEY CONTROL
 KV0546
 KV0546  NGVD 29 (01/10/92)   17.757  (m)           58.26   (f) ADJUSTED    1 2
 KV0546
 KV0546.Superseded values are not recommended for survey control.
 KV0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0546.See file dsdata.txt to determine how the superseded data were derived.
 KV0546
 KV0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK462920(NAD 83)
 KV0546_MARKER: DB = BENCH MARK DISK
 KV0546_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0546_SP_SET: PIER FOUNDATION
 KV0546_STAMPING: R 26 1942
 KV0546_MARK LOGO: CGS   
 KV0546_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0546+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1997
 KV0546
 KV0546  HISTORY     - Date     Condition        Report By
 KV0546  HISTORY     - 1942     MONUMENTED       CGS
 KV0546  HISTORY     - 1978     GOOD             NGS
 KV0546  HISTORY     - 1984     GOOD             LOCSUR
 KV0546  HISTORY     - 1985     GOOD             LOCSUR
 KV0546  HISTORY     - 19970707 GOOD             NJGS
 KV0546
 KV0546                          STATION DESCRIPTION
 KV0546
 KV0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV0546'0.2 MI E FROM NEW MARKET.
 KV0546'0.2 MILE EAST ALONG THE LEHIGH VALLEY RAILROAD FROM THE STATION
 KV0546'AT NEW MARKET, MIDDLESEX COUNTY, AT A LARGE CONCRETE BRIDGE OVER
 KV0546'THE TRACKS AND A STREAM, AT THE THIRD PIER FROM THE NORTH END
 KV0546'OF THE BRIDGE, IN THE TOP OF THE EAST END OF THE FOUNDATION, 15
 KV0546'INCHES EAST OF THE EAST LEG, AND ABOUT LEVEL WITH THE TRACKS.
 KV0546
 KV0546                          STATION RECOVERY (1978)
 KV0546
 KV0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0546'RECOVERED IN GOOD CONDITION.
 KV0546
 KV0546                          STATION RECOVERY (1984)
 KV0546
 KV0546'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 KV0546'RECOVERED IN GOOD CONDITION.
 KV0546
 KV0546                          STATION RECOVERY (1985)
 KV0546
 KV0546'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 KV0546'RECOVERED IN GOOD CONDITION.
 KV0546
 KV0546                          STATION RECOVERY (1997)
 KV0546
 KV0546'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 KV0546'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1375 ***********************************************************************
 KV1375  DESIGNATION -  R 27
 KV1375  PID         -  KV1375
 KV1375  STATE/COUNTY-  NJ/HUNTERDON
 KV1375  USGS QUAD   -  PITTSTOWN (1970)
 KV1375
 KV1375                         *CURRENT SURVEY CONTROL
 KV1375  ___________________________________________________________________
 KV1375* NAD 83(1986)-  40 30 27.     (N)    074 57 03.     (W)     SCALED    
 KV1375* NAVD 88     -       156.894  (meters)     514.74   (feet)  ADJUSTED  
 KV1375  ___________________________________________________________________
 KV1375  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KV1375  DYNAMIC HT  -         156.816 (meters)     514.49  (feet)  COMP
 KV1375  MODELED GRAV-     980,129.9   (mgal)                       NAVD 88
 KV1375
 KV1375  VERT ORDER  -  SECOND    CLASS 0
 KV1375
 KV1375.The horizontal coordinates were scaled from a topographic map and have
 KV1375.an estimated accuracy of +/- 6 seconds.
 KV1375
 KV1375.The orthometric height was determined by differential leveling
 KV1375.and adjusted by the National Geodetic Survey in June 1991..
 KV1375
 KV1375.The geoid height was determined by GEOID03.
 KV1375
 KV1375.The dynamic height is computed by dividing the NAVD 88
 KV1375.geopotential number by the normal gravity value computed on the
 KV1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1375.degrees latitude (g = 980.6199 gals.).
 KV1375
 KV1375.The modeled gravity was interpolated from observed gravity values.
 KV1375
 KV1375;                    North         East    Units  Estimated Accuracy
 KV1375;SPC NJ       -   185,960.      111,790.      MT  (+/- 180 meters Scaled)
 KV1375
 KV1375                          SUPERSEDED SURVEY CONTROL
 KV1375
 KV1375  NGVD 29 (??/??/??)  157.143  (m)          515.56   (f) ADJUSTED    2 0
 KV1375
 KV1375.Superseded values are not recommended for survey control.
 KV1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1375.See file dsdata.txt to determine how the superseded data were derived.
 KV1375
 KV1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK041840(NAD 83)
 KV1375_MARKER: DB = BENCH MARK DISK
 KV1375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1375_SP_SET: BRIDGE WALL
 KV1375_STAMPING: R 27 1942
 KV1375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1375
 KV1375  HISTORY     - Date     Condition        Report By
 KV1375  HISTORY     - 1942     MONUMENTED       CGS
 KV1375  HISTORY     - 1956     GOOD             CGS
 KV1375  HISTORY     - 19950909 GOOD             USPSQD
 KV1375
 KV1375                          STATION DESCRIPTION
 KV1375
 KV1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1375'5.1 MI W FROM FLEMINGTON.
 KV1375'0.1 MILE SOUTH ALONG MAIN STREET FROM THE COUNTY COURTHOUSE AT
 KV1375'FLEMINGTON, THENCE 0.7 MILE WEST ALONG MINE STREET, THENCE 4.3
 KV1375'MILES WEST ALONG STATE HIGHWAY 12, ON TOP OF THE NORTHEAST
 KV1375'CONCRETE WINGWALL OF A CONCRETE BRIDGE OVER WICKECHEOKE CREEK,
 KV1375'27 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND 1-FOOT
 KV1375'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- 3.2 MILES EAST OF THE
 KV1375'INTERSECTION OF COUNTY ROAD 519 AT BAPTISTOWN.
 KV1375
 KV1375                          STATION RECOVERY (1995)
 KV1375
 KV1375'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1201 ***********************************************************************
 KV1201  DESIGNATION -  R 28
 KV1201  PID         -  KV1201
 KV1201  STATE/COUNTY-  NJ/HUNTERDON
 KV1201  USGS QUAD   -  HIGH BRIDGE (1970)
 KV1201
 KV1201                         *CURRENT SURVEY CONTROL
 KV1201  ___________________________________________________________________
 KV1201* NAD 83(1986)-  40 39 10.     (N)    074 53 20.     (W)     SCALED    
 KV1201* NAVD 88     -       106.640  (meters)     349.87   (feet)  ADJUSTED  
 KV1201  ___________________________________________________________________
 KV1201  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KV1201  DYNAMIC HT  -         106.592 (meters)     349.71  (feet)  COMP
 KV1201  MODELED GRAV-     980,168.2   (mgal)                       NAVD 88
 KV1201
 KV1201  VERT ORDER  -  FIRST     CLASS II
 KV1201
 KV1201.The horizontal coordinates were scaled from a topographic map and have
 KV1201.an estimated accuracy of +/- 6 seconds.
 KV1201
 KV1201.The orthometric height was determined by differential leveling
 KV1201.and adjusted by the National Geodetic Survey in June 1991..
 KV1201
 KV1201.The geoid height was determined by GEOID03.
 KV1201
 KV1201.The dynamic height is computed by dividing the NAVD 88
 KV1201.geopotential number by the normal gravity value computed on the
 KV1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1201.degrees latitude (g = 980.6199 gals.).
 KV1201
 KV1201.The modeled gravity was interpolated from observed gravity values.
 KV1201
 KV1201;                    North         East    Units  Estimated Accuracy
 KV1201;SPC NJ       -   202,070.      117,110.      MT  (+/- 180 meters Scaled)
 KV1201
 KV1201                          SUPERSEDED SURVEY CONTROL
 KV1201
 KV1201  NGVD 29 (??/??/??)  106.880  (m)          350.66   (f) ADJUSTED    1 2
 KV1201
 KV1201.Superseded values are not recommended for survey control.
 KV1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1201.See file dsdata.txt to determine how the superseded data were derived.
 KV1201
 KV1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL093002(NAD 83)
 KV1201_MARKER: DB = BENCH MARK DISK
 KV1201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1201_SP_SET: PEDESTAL FOUNDATION
 KV1201_STAMPING: R 28 1942
 KV1201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1201
 KV1201  HISTORY     - Date     Condition        Report By
 KV1201  HISTORY     - 1942     MONUMENTED       CGS
 KV1201  HISTORY     - 1977     GOOD             NGS
 KV1201
 KV1201                          STATION DESCRIPTION
 KV1201
 KV1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1201'1 MI SE FROM HIGH BRIDGE.
 KV1201'1 MILE SOUTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 KV1201'FROM THE STATION AT HIGH BRIDGE, HUNTERDON COUNTY, 0.1 MILE
 KV1201'NORTH OF MILEPOST 51, AT AN OVERHEAD BRIDGE, IN THE WEST FACE
 KV1201'OF THE EAST STONE PEDESTAL, AND ABOUT 2 1/2 FEET HIGHER THAN THE
 KV1201'TRACK.
 KV1201
 KV1201                          STATION RECOVERY (1977)
 KV1201
 KV1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KV1201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0530 ***********************************************************************
 JU0530  DESIGNATION -  R 28
 JU0530  PID         -  JU0530
 JU0530  STATE/COUNTY-  NJ/ATLANTIC
 JU0530  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0530
 JU0530                         *CURRENT SURVEY CONTROL
 JU0530  ___________________________________________________________________
 JU0530* NAD 83(1986)-  39 28 27.     (N)    074 34 21.     (W)     SCALED    
 JU0530* NAVD 88     -        19.680  (meters)      64.57   (feet)  ADJUSTED  
 JU0530  ___________________________________________________________________
 JU0530  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JU0530  DYNAMIC HT  -          19.670 (meters)      64.53  (feet)  COMP
 JU0530  MODELED GRAV-     980,127.3   (mgal)                       NAVD 88
 JU0530
 JU0530  VERT ORDER  -  FIRST     CLASS I
 JU0530
 JU0530.The horizontal coordinates were scaled from a topographic map and have
 JU0530.an estimated accuracy of +/- 6 seconds.
 JU0530
 JU0530.The orthometric height was determined by differential leveling
 JU0530.and adjusted by the National Geodetic Survey in June 1991..
 JU0530
 JU0530.The geoid height was determined by GEOID03.
 JU0530
 JU0530.The dynamic height is computed by dividing the NAVD 88
 JU0530.geopotential number by the normal gravity value computed on the
 JU0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0530.degrees latitude (g = 980.6199 gals.).
 JU0530
 JU0530.The modeled gravity was interpolated from observed gravity values.
 JU0530
 JU0530;                    North         East    Units  Estimated Accuracy
 JU0530;SPC NJ       -    71,140.      143,760.      MT  (+/- 180 meters Scaled)
 JU0530
 JU0530                          SUPERSEDED SURVEY CONTROL
 JU0530
 JU0530  NGVD 29 (??/??/??)   20.061  (m)           65.82   (f) ADJUSTED    1 1
 JU0530
 JU0530.Superseded values are not recommended for survey control.
 JU0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0530.See file dsdata.txt to determine how the superseded data were derived.
 JU0530
 JU0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ367694(NAD 83)
 JU0530_MARKER: DD = SURVEY DISK
 JU0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0530_STAMPING: R 28
 JU0530_MARK LOGO: CAB   
 JU0530_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0530+STABILITY: SURFACE MOTION
 JU0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0530+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1995
 JU0530
 JU0530  HISTORY     - Date     Condition        Report By
 JU0530  HISTORY     - UNK      MONUMENTED       CAB
 JU0530  HISTORY     - 1964     GOOD             CGS
 JU0530  HISTORY     - 1965     GOOD             CGS
 JU0530  HISTORY     - 19950228 GOOD             NGS
 JU0530
 JU0530                          STATION DESCRIPTION
 JU0530
 JU0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0530'5.2 MI NW FROM ABSECON.
 JU0530'5.15 MILES NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0530'FROM THE STATION AT ABSECON, ABOUT 5.55 MILES SOUTHEAST ALONG
 JU0530'THE PENNSYLVANIA-READING SEASHORE LINES FROM THE STATION AT EGG
 JU0530'HARBOR CITY, ABOUT 0.1 MILE NORTHWEST OF MILEPOST 47, NEAR THE
 JU0530'NORTH CORNER OF THE FENCE SURROUNDING THE NATIONAL AVIATION
 JU0530'FACILITIES EXPERIMENTAL CENTER, 21.7 FEET SOUTHWEST OF SOUTHWEST
 JU0530'RAIL, 35 FEET NORTH OF POWER POLE P 20402, 2 FEET SOUTH OF A NARROW
 JU0530'GAGE VERTICAL RAIL, 2 FEET NORTHWEST OF A NARROW GAGE VERTICAL
 JU0530'RAIL, 0.8 FOOT NORTHEAST OF A STANDARD GAGE VERTICAL RAIL PROJECTING
 JU0530'4 INCHES, ABOUT LEVEL WITH TRACK, AND SET IN THE TOP OF A CONCRETE
 JU0530'POST PROJECTING 2 INCHES.  NOTE-- THE MARK IS ACCESSIBLE BY AND
 JU0530'NEAR GATE 7.
 JU0530
 JU0530                          STATION RECOVERY (1965)
 JU0530
 JU0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU0530'RECOVERED IN GOOD CONDITION.
 JU0530
 JU0530                          STATION RECOVERY (1995)
 JU0530
 JU0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 JU0530'0.2 KM (0.10 MI) SOUTHWESTERLY ALONG COUNTY ROAD 575 FROM THE JUNCTION
 JU0530'OF U.S.  HIGHWAY 30 IN POMONA, THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY
 JU0530'ALONG THE PENNSYLVANIA, READING, AND SEASHORE RAILROAD, 22.1 M (72.5
 JU0530'FT) NORTH OF THE NORTHEAST CORNER OF A CHAIN-LINK FENCE ENCLOSING AN
 JU0530'AIRPORT, 10.7 M (35.1 FT) NORTH OF UTILITY POLE NUMBER P 20402, 6.6 M
 JU0530'(21.7 FT) SOUTHWEST OF THE NEAR RAIL, 0.5 M (1.6 FT) BELOW THE LEVEL
 JU0530'OF THE TRACKS, NEAR THE CENTER OF 3 VERTICAL RAILS, AND THE MONUMENT
 JU0530'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1065 ***********************************************************************
 KV1065  DESIGNATION -  R 29
 KV1065  PID         -  KV1065
 KV1065  STATE/COUNTY-  NJ/HUNTERDON
 KV1065  USGS QUAD   -  STOCKTON (1981)
 KV1065
 KV1065                         *CURRENT SURVEY CONTROL
 KV1065  ___________________________________________________________________
 KV1065* NAD 83(1986)-  40 26 19.     (N)    074 56 59.     (W)     SCALED    
 KV1065* NAVD 88     -        86.317  (meters)     283.19   (feet)  ADJUSTED  
 KV1065  ___________________________________________________________________
 KV1065  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KV1065  DYNAMIC HT  -          86.275 (meters)     283.05  (feet)  COMP
 KV1065  MODELED GRAV-     980,140.8   (mgal)                       NAVD 88
 KV1065
 KV1065  VERT ORDER  -  SECOND    CLASS 0
 KV1065
 KV1065.The horizontal coordinates were scaled from a topographic map and have
 KV1065.an estimated accuracy of +/- 6 seconds.
 KV1065
 KV1065.The orthometric height was determined by differential leveling
 KV1065.and adjusted by the National Geodetic Survey in June 1991..
 KV1065
 KV1065.The geoid height was determined by GEOID03.
 KV1065
 KV1065.The dynamic height is computed by dividing the NAVD 88
 KV1065.geopotential number by the normal gravity value computed on the
 KV1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1065.degrees latitude (g = 980.6199 gals.).
 KV1065
 KV1065.The modeled gravity was interpolated from observed gravity values.
 KV1065
 KV1065;                    North         East    Units  Estimated Accuracy
 KV1065;SPC NJ       -   178,310.      111,850.      MT  (+/- 180 meters Scaled)
 KV1065
 KV1065                          SUPERSEDED SURVEY CONTROL
 KV1065
 KV1065  NGVD 29 (??/??/??)   86.581  (m)          284.06   (f) ADJUSTED    2 0
 KV1065
 KV1065.Superseded values are not recommended for survey control.
 KV1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1065.See file dsdata.txt to determine how the superseded data were derived.
 KV1065
 KV1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK042764(NAD 83)
 KV1065_MARKER: DB = BENCH MARK DISK
 KV1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1065_STAMPING: R 29 1942
 KV1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1065+STABILITY: SURFACE MOTION
 KV1065
 KV1065  HISTORY     - Date     Condition        Report By
 KV1065  HISTORY     - 1942     MONUMENTED       CGS
 KV1065
 KV1065                          STATION DESCRIPTION
 KV1065
 KV1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1065'0.6 MI SW FROM SERGEANTSVILLE.
 KV1065'0.6 MILE SOUTHWEST ALONG SECONDARY ROAD 522 FROM THE ROAD
 KV1065'INTERSECTION AT SERGEANTSVILLE, HUNTERDON COUNTY, 100 FEET
 KV1065'NORTHEAST OF A DIRT ROAD LEADING SOUTHEAST, AT A 2-STORY WHITE
 KV1065'FARMHOUSE, 40.7 FEET SOUTHEAST ACROSS A DRIVEWAY FROM A WELL
 KV1065'PUMP, 20.8 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 11.7
 KV1065'FEET SOUTHWEST OF THE CENTERLINE OF THE DRIVEWAY, AND 3 FEET
 KV1065'SOUTHWEST OF A WHITE BOARD FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0531 ***********************************************************************
 JU0531  DESIGNATION -  R 29
 JU0531  PID         -  JU0531
 JU0531  STATE/COUNTY-  NJ/ATLANTIC
 JU0531  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0531
 JU0531                         *CURRENT SURVEY CONTROL
 JU0531  ___________________________________________________________________
 JU0531* NAD 83(1986)-  39 28 27.     (N)    074 34 20.     (W)     SCALED    
 JU0531* NAVD 88     -        19.576  (meters)      64.23   (feet)  ADJUSTED  
 JU0531  ___________________________________________________________________
 JU0531  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JU0531  DYNAMIC HT  -          19.566 (meters)      64.19  (feet)  COMP
 JU0531  MODELED GRAV-     980,127.3   (mgal)                       NAVD 88
 JU0531
 JU0531  VERT ORDER  -  FIRST     CLASS I
 JU0531
 JU0531.The horizontal coordinates were scaled from a topographic map and have
 JU0531.an estimated accuracy of +/- 6 seconds.
 JU0531
 JU0531.The orthometric height was determined by differential leveling
 JU0531.and adjusted by the National Geodetic Survey in June 1991..
 JU0531
 JU0531.The geoid height was determined by GEOID03.
 JU0531
 JU0531.The dynamic height is computed by dividing the NAVD 88
 JU0531.geopotential number by the normal gravity value computed on the
 JU0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0531.degrees latitude (g = 980.6199 gals.).
 JU0531
 JU0531.The modeled gravity was interpolated from observed gravity values.
 JU0531
 JU0531;                    North         East    Units  Estimated Accuracy
 JU0531;SPC NJ       -    71,140.      143,790.      MT  (+/- 180 meters Scaled)
 JU0531
 JU0531                          SUPERSEDED SURVEY CONTROL
 JU0531
 JU0531  NGVD 29 (??/??/??)   19.957  (m)           65.48   (f) ADJUSTED    1 1
 JU0531
 JU0531.Superseded values are not recommended for survey control.
 JU0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0531.See file dsdata.txt to determine how the superseded data were derived.
 JU0531
 JU0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ367694(NAD 83)
 JU0531_MARKER: DD = SURVEY DISK
 JU0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0531_STAMPING: R 29
 JU0531_MARK LOGO: CAB   
 JU0531_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0531+STABILITY: SURFACE MOTION
 JU0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0531+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1995
 JU0531
 JU0531  HISTORY     - Date     Condition        Report By
 JU0531  HISTORY     - UNK      MONUMENTED       CAB
 JU0531  HISTORY     - 1964     GOOD             CGS
 JU0531  HISTORY     - 1965     GOOD             CGS
 JU0531  HISTORY     - 19950228 GOOD             NGS
 JU0531
 JU0531                          STATION DESCRIPTION
 JU0531
 JU0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0531'5.2 MI NW FROM ABSECON.
 JU0531'5.15 MILES NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0531'LINES FROM THE STATION AT ABSECON, 0.1 MILE NORTHWEST OF
 JU0531'MILEPOST 47, AT THE NORTH CORNER OF A FENCE SURROUNDING THE
 JU0531'NATIONAL AVIATION FACILITIES EXPERIMENTAL CENTER, 82 FEET
 JU0531'SOUTHWEST OF SOUTHWEST RAIL, 69 FEET SOUTH OF BENCH MARK NO. R
 JU0531'28 DESCRIBED, 33 1/2 FEET SOUTH OF POWER POLE P20402, 3.5 FEET
 JU0531'NORTH OF THE NORTH CORNER OF THE FENCE, ABOUT LEVEL WITH TRACK,
 JU0531'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JU0531'NOTE-- THE MARK IS ACCESSIBLE BY AND NEAR GATE 7.
 JU0531
 JU0531                          STATION RECOVERY (1965)
 JU0531
 JU0531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU0531'RECOVERED IN GOOD CONDITION.
 JU0531
 JU0531                          STATION RECOVERY (1995)
 JU0531
 JU0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 JU0531'0.2 KM (0.10 MI) SOUTHWESTERLY ALONG COUNTY ROAD 575 FROM THE JUNCTION
 JU0531'OF U.S.  HIGHWAY 30 IN POMONA, THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY
 JU0531'ALONG THE PENNSYLVANIA, READING, AND SEASHORE RAILROAD, 25.0 M (82.0
 JU0531'FT) SOUTHWEST OF THE NEAR RAIL, 21.0 M (68.9 FT) SOUTH OF BENCH MARK R
 JU0531'28, 10.2 M (33.5 FT) SOUTH OF UTILITY POLE NUMBER P 20402, 1.1 M (3.6
 JU0531'FT) NORTH OF THE NORTHWEST CORNER OF THE CHAIN-LINK FENCE ENCLOSING AN
 JU0531'AIRPORT, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACKS, AND THE
 JU0531'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0562 ***********************************************************************
 JU0562  DESIGNATION -  R 3 RESET
 JU0562  PID         -  JU0562
 JU0562  STATE/COUNTY-  NJ/ATLANTIC
 JU0562  USGS QUAD   -  HAMMONTON (1981)
 JU0562
 JU0562                         *CURRENT SURVEY CONTROL
 JU0562  ___________________________________________________________________
 JU0562* NAD 83(1996)-  39 38 04.10205(N)    074 48 13.29283(W)     ADJUSTED  
 JU0562* NAVD 88     -        30.300  (meters)      99.41   (feet)  ADJUSTED  
 JU0562  ___________________________________________________________________
 JU0562  X           -   1,289,322.267 (meters)                     COMP
 JU0562  Y           -  -4,746,703.307 (meters)                     COMP
 JU0562  Z           -   4,046,810.764 (meters)                     COMP
 JU0562  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 JU0562  ELLIP HEIGHT-          -3.09  (meters)          (10/23/02) GPS OBS
 JU0562  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JU0562  DYNAMIC HT  -          30.285 (meters)      99.36  (feet)  COMP
 JU0562  MODELED GRAV-     980,132.8   (mgal)                       NAVD 88
 JU0562
 JU0562  HORZ ORDER  -  FIRST
 JU0562  VERT ORDER  -  FIRST     CLASS I
 JU0562  ELLP ORDER  -  FOURTH    CLASS I
 JU0562
 JU0562.The horizontal coordinates were established by GPS observations
 JU0562.and adjusted by the National Geodetic Survey in May 1999..
 JU0562
 JU0562.The orthometric height was determined by differential leveling
 JU0562.and adjusted by the National Geodetic Survey in June 1991..
 JU0562
 JU0562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0562
 JU0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0562
 JU0562.The ellipsoidal height was determined by GPS observations
 JU0562.and is referenced to NAD 83.
 JU0562
 JU0562.The geoid height was determined by GEOID03.
 JU0562
 JU0562.The dynamic height is computed by dividing the NAVD 88
 JU0562.geopotential number by the normal gravity value computed on the
 JU0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0562.degrees latitude (g = 980.6199 gals.).
 JU0562
 JU0562.The modeled gravity was interpolated from observed gravity values.
 JU0562
 JU0562;                    North         East     Units Scale Factor Converg.
 JU0562;SPC NJ       -    88,977.640   123,931.366   MT  0.99990836   -0 11 37.4
 JU0562;SPC NJ       -   291,920.81    406,598.16   sFT  0.99990836   -0 11 37.4
 JU0562;UTM  18      - 4,387,206.965   516,845.765   MT  0.99960349   +0 07 30.8
 JU0562
 JU0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0562!SPC NJ       -   1.00000048  x   0.99990836  =   0.99990884
 JU0562!UTM  18      -   1.00000048  x   0.99960349  =   0.99960397
 JU0562
 JU0562                          SUPERSEDED SURVEY CONTROL
 JU0562
 JU0562  ELLIP H (05/14/99)   -3.11   (m)                       GP(       ) 4 1
 JU0562  NAD 83(1992)-  39 38 04.09189(N)    074 48 13.29216(W) AD(       ) 1
 JU0562  NAVD 88 (02/08/94)   30.30   (m)           99.4    (f) LEVELING    3  
 JU0562  NGVD 29 (??/??/??)   30.663  (m)          100.60   (f) ADJUSTED    1 1
 JU0562
 JU0562.Superseded values are not recommended for survey control.
 JU0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0562.See file dsdata.txt to determine how the superseded data were derived.
 JU0562
 JU0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1684687207(NAD 83)
 JU0562_MARKER: DB = BENCH MARK DISK
 JU0562_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0562+WITH SETTING: PAVEMENT
 JU0562_SP_SET: SIGNAL BASE FOUNDATION
 JU0562_STAMPING: R 3 RESET 1934
 JU0562_MARK LOGO: CGS   
 JU0562_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0562+STABILITY: SURFACE MOTION
 JU0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0562+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 JU0562
 JU0562  HISTORY     - Date     Condition        Report By
 JU0562  HISTORY     - 1934     MONUMENTED       CGS
 JU0562  HISTORY     - 1963     GOOD             CGS
 JU0562  HISTORY     - 1984     POOR             USPSQD
 JU0562  HISTORY     - 19930603 GOOD             NJGS
 JU0562  HISTORY     - 19950418 GOOD             NJGS
 JU0562  HISTORY     - 20050927 MARK NOT FOUND   INDIV
 JU0562
 JU0562                          STATION DESCRIPTION
 JU0562
 JU0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0562'AT HAMMONTON.
 JU0562'ALONG THE PENNSYLVANIA-READING SEASHORE LINES, 132 FEET
 JU0562'SOUTH-SOUTHEAST OF SOUTH CORNER OF THE STATION, ABOUT 103 YARDS
 JU0562'SOUTHEAST OF THE CROSSING OF TWELFTH STREET, SET ON TOP OF THE
 JU0562'NORTH CORNER OF A CONCRETE FOUNDATION FOR SIGNAL LIGHT, 30 FEET
 JU0562'NORTHEAST OF THE EAST CORNER OF A CONCRETE BLOCK BUILDING,
 JU0562'6.5 FEET SOUTHWEST OF SOUTHWEST RAIL, AND ABOUT LEVEL WITH TRACK.
 JU0562
 JU0562                          STATION RECOVERY (1984)
 JU0562
 JU0562'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0562'MARK RECOVERED IN POOR CONDITION.
 JU0562
 JU0562                          STATION RECOVERY (1993)
 JU0562
 JU0562'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 JU0562'THE STATION IS LOCATED IN THE TOWN OF HAMMONTON ON THE GROUNDS OF THE
 JU0562'CONRAIL TRACK MAINTENANCE FACILITY, ALSO UTILIZED BY THE NEW JERSEY
 JU0562'TRANSIT RAILROAD.  BEFORE OCCUPYING THE STATION, PERMISSION TO GAIN
 JU0562'ACCESS TO THE SITE MUST BE OBTAINED FROM MR. KENNETH WEBB, PHONE 609
 JU0562'965 7823.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 JU0562'HIGHWAY 30 AND STATE HIGHWAY 54, GO 1.2 MI (1.9 KM) SOUTHWEST ON
 JU0562'STATE HIGHWAY 54, ALSO KNOWN AS BELLEVUE AVENUE, TO THE NEW JERSEY
 JU0562'TRANSIT RAILROAD GRADE CROSSING. CONTINUE SOUTHWEST ON STATE HIGHWAY
 JU0562'54 FOR 0.05 MI (0.08 KM) TO THE TEE INTERSECTION WITH FRONT STREET.
 JU0562'TURN LEFT AND GO SOUTHEAST ON FRONT STREET FOR 0.1 MI (0.2 KM) TO THE
 JU0562'INTERSECTION WITH PASSMORE STREET.  TURN LEFT AND GO NORTHEAST ON
 JU0562'PASSMORE STREET FOR ABOUT 30 M (98.4 FT) TO A RAILROAD GRADE CROSSING
 JU0562'AND THE ENTRANCE DRIVE LEADING TO THE AMTRAK MAINTENANCE FACILTY ON
 JU0562'THE LEFT.  TURN LEFT AND GO NORTHWEST ON A GRAVEL ROAD FOR 0.05 MI
 JU0562'(0.08 KM) TO THE STATION ON THE RIGHT, SET AT THE NORTHEAST CORNER OF
 JU0562'A 1.3 M (4.3 FT) BY 0.8 M (2.6 FT) CONCRETE FOUNDATION FOR A FORMER
 JU0562'SIGNAL LIGHT, OPPOSITE A ONE STORY CONCRETE BLOCK BUILDING. THE
 JU0562'STATION IS 100 M (328.1 FT) SOUTHEAST FROM THE CENTERLINE OF STATE
 JU0562'HIGHWAY 54, 9.15 M (30.02 FT) NORTHEAST FROM THE SOUTHEAST CORNER OF
 JU0562'THE CONCRETE BLOCK BUILDING, 13.2 M (43.3 FT) SOUTHEAST FROM THE
 JU0562'NORTHEAST CORNER OF THE CONCRETE BLOCK BUILDING, 7.75 M (25.43 FT)
 JU0562'NORTHWEST FROM A POLE WITH NO NUMBER AND 5.8 M (19.0 FT) SOUTHWEST
 JU0562'FROM THE SOUTHWEST RAIL.
 JU0562
 JU0562                          STATION RECOVERY (1995)
 JU0562
 JU0562'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0562'RECOVERED AS DESCRIBED.
 JU0562
 JU0562                          STATION RECOVERY (2005)
 JU0562
 JU0562'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JFL)
 JU0562'MONUMENT SEEMS TO HAVE BEEN DESTROYED OR COVERED OVER WITH A
 JU0562'STONE/GRAVEL LOT. A NEW BLOCK BLDG. WAS ERECTED CLOSE BY AND THIS
 JU0562'CONSTUCTION COULD HAVE AFFECTED THE MONUMENT. AN EMPLOYEE AT THE
 JU0562'PROPERTY STATED THAT OTHER SURVEYORS HAVE TRIED TO RECOVER THE POINT
 JU0562'AND COULD NOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0762 ***********************************************************************
 LY0762  DESIGNATION -  R 30
 LY0762  PID         -  LY0762
 LY0762  STATE/COUNTY-  NJ/SUSSEX
 LY0762  USGS QUAD   -  NEWTON WEST (1994)
 LY0762
 LY0762                         *CURRENT SURVEY CONTROL
 LY0762  ___________________________________________________________________
 LY0762* NAD 83(1986)-  41 05 21.     (N)    074 50 48.     (W)     SCALED    
 LY0762* NAVD 88     -       228.706  (meters)     750.35   (feet)  ADJUSTED  
 LY0762  ___________________________________________________________________
 LY0762  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 LY0762  DYNAMIC HT  -         228.605 (meters)     750.01  (feet)  COMP
 LY0762  MODELED GRAV-     980,177.8   (mgal)                       NAVD 88
 LY0762
 LY0762  VERT ORDER  -  SECOND    CLASS 0
 LY0762
 LY0762.The horizontal coordinates were scaled from a topographic map and have
 LY0762.an estimated accuracy of +/- 6 seconds.
 LY0762
 LY0762.The orthometric height was determined by differential leveling
 LY0762.and adjusted by the National Geodetic Survey in June 1991..
 LY0762
 LY0762.The geoid height was determined by GEOID03.
 LY0762
 LY0762.The dynamic height is computed by dividing the NAVD 88
 LY0762.geopotential number by the normal gravity value computed on the
 LY0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0762.degrees latitude (g = 980.6199 gals.).
 LY0762
 LY0762.The modeled gravity was interpolated from observed gravity values.
 LY0762
 LY0762;                    North         East    Units  Estimated Accuracy
 LY0762;SPC NJ       -   250,510.      120,880.      MT  (+/- 180 meters Scaled)
 LY0762
 LY0762                          SUPERSEDED SURVEY CONTROL
 LY0762
 LY0762  NGVD 29 (??/??/92)  228.903  (m)          750.99   (f) ADJ UNCH    2 0
 LY0762
 LY0762.Superseded values are not recommended for survey control.
 LY0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0762.See file dsdata.txt to determine how the superseded data were derived.
 LY0762
 LY0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL128486(NAD 83)
 LY0762_MARKER: DB = BENCH MARK DISK
 LY0762_SETTING: 80 = SET IN A BOULDER
 LY0762_SP_SET: BOULDER
 LY0762_STAMPING: R 30 1942
 LY0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0762+STABILITY: SURFACE MOTION
 LY0762
 LY0762  HISTORY     - Date     Condition        Report By
 LY0762  HISTORY     - 1942     MONUMENTED       CGS
 LY0762
 LY0762                          STATION DESCRIPTION
 LY0762
 LY0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0762'1.2 MI W FROM SWARTSWOOD.
 LY0762'0.4 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0762'AT SWARTSWOOD, THENCE 0.8 MILE WEST ALONG A BLACK TOP ROAD,
 LY0762'AT HILLTOP BOARDING HOUSE, 55 FEET NORTH OF THE CENTER LINE OF
 LY0762'THE ROAD, 32.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN,
 LY0762'AND 11 FEET WEST OF A FENCE.  A STANDARD DISK, SET IN THE TOP
 LY0762'OF AN OUTCROPPING ROCK BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0488 ***********************************************************************
 LY0488  DESIGNATION -  R 31
 LY0488  PID         -  LY0488
 LY0488  STATE/COUNTY-  NJ/PASSAIC
 LY0488  USGS QUAD   -  WAWAYANDA (1994)
 LY0488
 LY0488                         *CURRENT SURVEY CONTROL
 LY0488  ___________________________________________________________________
 LY0488* NAD 83(1986)-  41 09 14.     (N)    074 23 52.     (W)     SCALED    
 LY0488* NAVD 88     -       341.711  (meters)    1121.10   (feet)  ADJUSTED  
 LY0488  ___________________________________________________________________
 LY0488  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LY0488  DYNAMIC HT  -         341.558 (meters)    1120.59  (feet)  COMP
 LY0488  MODELED GRAV-     980,165.0   (mgal)                       NAVD 88
 LY0488
 LY0488  VERT ORDER  -  SECOND    CLASS 0
 LY0488
 LY0488.The horizontal coordinates were scaled from a topographic map and have
 LY0488.an estimated accuracy of +/- 6 seconds.
 LY0488
 LY0488.The orthometric height was determined by differential leveling
 LY0488.and adjusted by the National Geodetic Survey in June 1991..
 LY0488
 LY0488.The geoid height was determined by GEOID03.
 LY0488
 LY0488.The dynamic height is computed by dividing the NAVD 88
 LY0488.geopotential number by the normal gravity value computed on the
 LY0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0488.degrees latitude (g = 980.6199 gals.).
 LY0488
 LY0488.The modeled gravity was interpolated from observed gravity values.
 LY0488
 LY0488;                    North         East    Units  Estimated Accuracy
 LY0488;SPC NJ       -   257,640.      158,580.      MT  (+/- 180 meters Scaled)
 LY0488
 LY0488                          SUPERSEDED SURVEY CONTROL
 LY0488
 LY0488  NGVD 29 (??/??/92)  341.919  (m)         1121.78   (f) ADJ UNCH    2 0
 LY0488
 LY0488.Superseded values are not recommended for survey control.
 LY0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0488.See file dsdata.txt to determine how the superseded data were derived.
 LY0488
 LY0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL505560(NAD 83)
 LY0488_MARKER: DB = BENCH MARK DISK
 LY0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0488_SP_SET: CONCRETE POST
 LY0488_STAMPING: R 31 1942
 LY0488_MARK LOGO: CGS   
 LY0488_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0488+STABILITY: SURFACE MOTION
 LY0488
 LY0488  HISTORY     - Date     Condition        Report By
 LY0488  HISTORY     - 1942     MONUMENTED       CGS
 LY0488  HISTORY     - 1979     MARK NOT FOUND   NGS
 LY0488  HISTORY     - 19921016 SEE DESCRIPTION  NJGS
 LY0488
 LY0488                          STATION DESCRIPTION
 LY0488
 LY0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0488'4.1 MI W FROM BROWNS.
 LY0488'ABOUT 4.1 MILES WEST ALONG A SURFACED ROAD FROM THE POST OFFICE
 LY0488'AT BROWNS, PASSAIC COUNTY, AT THE JUNCTION OF A GRAVEL ROAD
 LY0488'LEADING NORTHWEST, 63 FEET WEST OF THE CENTER LINE OF THE
 LY0488'SURFACED ROAD, 26 FEET NORTH OF THE CENTER LINE OF THE GRAVEL
 LY0488'ROAD, 9.5 FEET EAST OF A 14-INCH MAPLE TREE, AND 1.7 FEET SOUTH
 LY0488'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK SET IN THE
 LY0488'TOP OF A CONCRETE POST.
 LY0488
 LY0488                          STATION RECOVERY (1979)
 LY0488
 LY0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0488'MARK NOT FOUND.
 LY0488
 LY0488                          STATION RECOVERY (1992)
 LY0488
 LY0488'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 LY0488'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 LY0488'SEARCH BY TWO MAN PARTY.  THE GRAVEL ROAD MENTIONED IN THE ORIGINAL
 LY0488'DESCRIPTION IS CHERRY RIDGE ROAD.  REMAINS OF THE CONCRETE BASE OF A
 LY0488'MONUMENT WAS DISCOVERED NEAR THE EDGE OF PAVING NEAR THE INTERSECTION
 LY0488'OF THE TWO ROADS.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0555 ***********************************************************************
 LY0555  DESIGNATION -  R 32
 LY0555  PID         -  LY0555
 LY0555  STATE/COUNTY-  NJ/SUSSEX
 LY0555  USGS QUAD   -  WAWAYANDA (1994)
 LY0555
 LY0555                         *CURRENT SURVEY CONTROL
 LY0555  ___________________________________________________________________
 LY0555* NAD 83(1986)-  41 12 24.     (N)    074 28 58.     (W)     SCALED    
 LY0555* NAVD 88     -       124.331  (meters)     407.91   (feet)  ADJUSTED  
 LY0555  ___________________________________________________________________
 LY0555  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 LY0555  DYNAMIC HT  -         124.279 (meters)     407.74  (feet)  COMP
 LY0555  MODELED GRAV-     980,204.4   (mgal)                       NAVD 88
 LY0555
 LY0555  VERT ORDER  -  SECOND    CLASS 0
 LY0555
 LY0555.The horizontal coordinates were scaled from a topographic map and have
 LY0555.an estimated accuracy of +/- 6 seconds.
 LY0555
 LY0555.The orthometric height was determined by differential leveling
 LY0555.and adjusted by the National Geodetic Survey in June 1991..
 LY0555
 LY0555.The geoid height was determined by GEOID03.
 LY0555
 LY0555.The dynamic height is computed by dividing the NAVD 88
 LY0555.geopotential number by the normal gravity value computed on the
 LY0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0555.degrees latitude (g = 980.6199 gals.).
 LY0555
 LY0555.The modeled gravity was interpolated from observed gravity values.
 LY0555
 LY0555;                    North         East    Units  Estimated Accuracy
 LY0555;SPC NJ       -   263,500.      151,440.      MT  (+/- 180 meters Scaled)
 LY0555
 LY0555                          SUPERSEDED SURVEY CONTROL
 LY0555
 LY0555  NGVD 29 (??/??/92)  124.541  (m)          408.60   (f) ADJ UNCH    2 0
 LY0555
 LY0555.Superseded values are not recommended for survey control.
 LY0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0555.See file dsdata.txt to determine how the superseded data were derived.
 LY0555
 LY0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL433618(NAD 83)
 LY0555_MARKER: DB = BENCH MARK DISK
 LY0555_SETTING: 0 = UNSPECIFIED SETTING
 LY0555_STAMPING: R 32 1942
 LY0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0555
 LY0555  HISTORY     - Date     Condition        Report By
 LY0555  HISTORY     - 1942     MONUMENTED       CGS
 LY0555  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LY0555
 LY0555                          STATION DESCRIPTION
 LY0555
 LY0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0555'AT VERNON.
 LY0555'AT VERNON, SUSSEX COUNTY, 95 FEET WEST OF THE NORTHWEST CORNER
 LY0555'OF THE LEHIGH AND HUDSON RIVER RAILWAY STATION, 24 FEET EAST OF
 LY0555'THE NORTHEAST CORNER OF A CEMETERY BUILDING, 21 FEET SOUTH OF THE
 LY0555'CENTERLINE OF THE TRACK, AND 1.3 FEET NORTH OF A WHITE WOODEN
 LY0555'WITNESS POST.
 LY0555
 LY0555                          STATION RECOVERY (1984)
 LY0555
 LY0555'RECOVERY NOTE BY US POWER SQUADRON 1984
 LY0555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0822 ***********************************************************************
 LY0822  DESIGNATION -  R 34
 LY0822  PID         -  LY0822
 LY0822  STATE/COUNTY-  NJ/SUSSEX
 LY0822  USGS QUAD   -  BRANCHVILLE (1995)
 LY0822
 LY0822                         *CURRENT SURVEY CONTROL
 LY0822  ___________________________________________________________________
 LY0822* NAD 83(1986)-  41 13 48.     (N)    074 43 11.     (W)     SCALED    
 LY0822* NAVD 88     -       339.525  (meters)    1113.92   (feet)  ADJUSTED  
 LY0822  ___________________________________________________________________
 LY0822  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 LY0822  DYNAMIC HT  -         339.373 (meters)    1113.43  (feet)  COMP
 LY0822  MODELED GRAV-     980,168.7   (mgal)                       NAVD 88
 LY0822
 LY0822  VERT ORDER  -  SECOND    CLASS 0
 LY0822
 LY0822.The horizontal coordinates were scaled from a topographic map and have
 LY0822.an estimated accuracy of +/- 6 seconds.
 LY0822
 LY0822.The orthometric height was determined by differential leveling
 LY0822.and adjusted by the National Geodetic Survey in June 1991..
 LY0822
 LY0822.The geoid height was determined by GEOID03.
 LY0822
 LY0822.The dynamic height is computed by dividing the NAVD 88
 LY0822.geopotential number by the normal gravity value computed on the
 LY0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0822.degrees latitude (g = 980.6199 gals.).
 LY0822
 LY0822.The modeled gravity was interpolated from observed gravity values.
 LY0822
 LY0822;                    North         East    Units  Estimated Accuracy
 LY0822;SPC NJ       -   266,110.      131,580.      MT  (+/- 180 meters Scaled)
 LY0822
 LY0822                          SUPERSEDED SURVEY CONTROL
 LY0822
 LY0822  NGVD 29 (??/??/92)  339.705  (m)         1114.52   (f) ADJ UNCH    2 0
 LY0822
 LY0822.Superseded values are not recommended for survey control.
 LY0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0822.See file dsdata.txt to determine how the superseded data were derived.
 LY0822
 LY0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL234643(NAD 83)
 LY0822_MARKER: DB = BENCH MARK DISK
 LY0822_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0822_SP_SET: BRIDGE
 LY0822_STAMPING: R 34 1942
 LY0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0822+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2006
 LY0822
 LY0822  HISTORY     - Date     Condition        Report By
 LY0822  HISTORY     - 1942     MONUMENTED       CGS
 LY0822  HISTORY     - 20060702 GOOD             GEOCAC
 LY0822
 LY0822                          STATION DESCRIPTION
 LY0822
 LY0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0822'7.3 MI SW FROM COLESVILLE.
 LY0822'4.2 MILES SOUTHWEST ALONG THE COLESVILLE TO BEEMERVILLE GRAVEL
 LY0822'ROAD FROM THE POST OFFICE AT COLESVILLE, THENCE 1.7 MILES
 LY0822'SOUTHWEST ALONG A NARROW GRAVEL ROAD, THENCE 0.7 MILE NORTHWEST
 LY0822'ALONG AN OLD ABANDONED DIRT ROAD, THENCE 0.7 MILE NORTHWEST
 LY0822'ALONG CRIGGER ROAD, AT THE SOUTHEAST EDGE OF STOKES STATE
 LY0822'FOREST, AT THE INTERSECTION OF CRIGGER ROAD AND SUNRISE
 LY0822'MOUNTAIN ROAD, AT A SMALL STONE AND CONCRETE BRIDGE UNDER
 LY0822'CRIGGER ROAD.  A STANDARD DISK, SET IN THE TOP OF THE
 LY0822'NORTHEAST HEAD WALL, AND 1.2 FEET NORTHEAST OF THE SOUTHWEST
 LY0822'END.
 LY0822
 LY0822                          STATION RECOVERY (2006)
 LY0822
 LY0822'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0814 ***********************************************************************
 LY0814  DESIGNATION -  R 35
 LY0814  PID         -  LY0814
 LY0814  STATE/COUNTY-  NJ/SUSSEX
 LY0814  USGS QUAD   -  NEWTON EAST (1971)
 LY0814
 LY0814                         *CURRENT SURVEY CONTROL
 LY0814  ___________________________________________________________________
 LY0814* NAD 83(1986)-  41 04 00.     (N)    074 41 17.     (W)     SCALED    
 LY0814* NAVD 88     -       172.055  (meters)     564.48   (feet)  ADJUSTED  
 LY0814  ___________________________________________________________________
 LY0814  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LY0814  DYNAMIC HT  -         171.980 (meters)     564.24  (feet)  COMP
 LY0814  MODELED GRAV-     980,182.8   (mgal)                       NAVD 88
 LY0814
 LY0814  VERT ORDER  -  SECOND    CLASS 0
 LY0814
 LY0814.The horizontal coordinates were scaled from a topographic map and have
 LY0814.an estimated accuracy of +/- 6 seconds.
 LY0814
 LY0814.The orthometric height was determined by differential leveling
 LY0814.and adjusted by the National Geodetic Survey in June 1991..
 LY0814
 LY0814.The geoid height was determined by GEOID03.
 LY0814
 LY0814.The dynamic height is computed by dividing the NAVD 88
 LY0814.geopotential number by the normal gravity value computed on the
 LY0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0814.degrees latitude (g = 980.6199 gals.).
 LY0814
 LY0814.The modeled gravity was interpolated from observed gravity values.
 LY0814
 LY0814;                    North         East    Units  Estimated Accuracy
 LY0814;SPC NJ       -   247,970.      134,200.      MT  (+/- 180 meters Scaled)
 LY0814
 LY0814                          SUPERSEDED SURVEY CONTROL
 LY0814
 LY0814  NGVD 29 (??/??/92)  172.257  (m)          565.15   (f) ADJ UNCH    2 0
 LY0814
 LY0814.Superseded values are not recommended for survey control.
 LY0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0814.See file dsdata.txt to determine how the superseded data were derived.
 LY0814
 LY0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL262462(NAD 83)
 LY0814_MARKER: DB = BENCH MARK DISK
 LY0814_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0814_SP_SET: BRIDGE
 LY0814_STAMPING: R 35 1942
 LY0814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0814
 LY0814  HISTORY     - Date     Condition        Report By
 LY0814  HISTORY     - 1942     MONUMENTED       CGS
 LY0814  HISTORY     - 1954     MARK NOT FOUND   USGS
 LY0814  HISTORY     - 20041010 GOOD             GEOCAC
 LY0814
 LY0814                          STATION DESCRIPTION
 LY0814
 LY0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0814'0.8 MI W FROM SPARTA JUNCTION.
 LY0814'0.8 MILE WEST ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0814'RAILROAD, AT A GRAVEL ROAD CROSSING, AT A CONCRETE BRIDGE
 LY0814'UNDER THE ROAD AND OVER A STREAM.  A STANDARD DISK, SET IN THE
 LY0814'TOP OF THE NORTH WING WALL, 10.5 FEET SOUTHWEST OF THE
 LY0814'SOUTHWEST RAIL OF THE TRACK, AND 9 FEET NORTHWEST OF THE
 LY0814'CENTER LINE OF THE ROAD.
 LY0814
 LY0814                          STATION RECOVERY (1954)
 LY0814
 LY0814'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LY0814'MARK NOT FOUND.
 LY0814
 LY0814                          STATION RECOVERY (2004)
 LY0814
 LY0814'RECOVERY NOTE BY GEOCACHING 2004
 LY0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0234 ***********************************************************************
 KV0234  DESIGNATION -  R 37
 KV0234  PID         -  KV0234
 KV0234  STATE/COUNTY-  NJ/UNION
 KV0234  USGS QUAD   -  ELIZABETH (1995)
 KV0234
 KV0234                         *CURRENT SURVEY CONTROL
 KV0234  ___________________________________________________________________
 KV0234* NAD 83(1986)-  40 39 10.     (N)    074 11 35.     (W)     SCALED    
 KV0234* NAVD 88     -         9.890  (meters)      32.45   (feet)  ADJUSTED  
 KV0234  ___________________________________________________________________
 KV0234  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV0234  DYNAMIC HT  -           9.886 (meters)      32.43  (feet)  COMP
 KV0234  MODELED GRAV-     980,221.8   (mgal)                       NAVD 88
 KV0234
 KV0234  VERT ORDER  -  FIRST     CLASS II
 KV0234
 KV0234.The horizontal coordinates were scaled from a topographic map and have
 KV0234.an estimated accuracy of +/- 6 seconds.
 KV0234
 KV0234.The orthometric height was determined by differential leveling
 KV0234.and adjusted by the National Geodetic Survey in June 1991..
 KV0234
 KV0234.The geoid height was determined by GEOID03.
 KV0234
 KV0234.The dynamic height is computed by dividing the NAVD 88
 KV0234.geopotential number by the normal gravity value computed on the
 KV0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0234.degrees latitude (g = 980.6199 gals.).
 KV0234
 KV0234.The modeled gravity was interpolated from observed gravity values.
 KV0234
 KV0234;                    North         East    Units  Estimated Accuracy
 KV0234;SPC NJ       -   202,040.      175,960.      MT  (+/- 180 meters Scaled)
 KV0234
 KV0234                          SUPERSEDED SURVEY CONTROL
 KV0234
 KV0234  NGVD 29 (04/16/92)   10.225  (m)           33.55   (f) ADJUSTED    1 2
 KV0234
 KV0234.Superseded values are not recommended for survey control.
 KV0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0234.See file dsdata.txt to determine how the superseded data were derived.
 KV0234
 KV0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL682005(NAD 83)
 KV0234_MARKER: DB = BENCH MARK DISK
 KV0234_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0234_SP_SET: BRIDGE ABUTMENT
 KV0234_STAMPING: R 37 1952
 KV0234_MARK LOGO: CGS   
 KV0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0234+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1989
 KV0234
 KV0234  HISTORY     - Date     Condition        Report By
 KV0234  HISTORY     - 1952     MONUMENTED       CGS
 KV0234  HISTORY     - 1969     GOOD             CGS
 KV0234  HISTORY     - 19891016 GOOD             NJGS
 KV0234
 KV0234                          STATION DESCRIPTION
 KV0234
 KV0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0234'AT ELIZABETHPORT.
 KV0234'AT ELOZABETHPORT, ABOUT 0.5 MILE NORTHWEST ALONG FULTON STREET
 KV0234'FROM THE JUNCTION OF SOUTH FRONT STREET, SET VERTICALLY IN THE
 KV0234'SOUTHEAST FACE OF THE NORTHEAST ABUTMENT OF THE CENTRAL RAILROAD
 KV0234'OF NEW JERSEY OVERPASS OVER FULTON STREET, 30 FEET NORTHEAST OF
 KV0234'CENTER LINE OF FULTON STREET, 1 1/2 FEET NORTHEAST OF SOUTHWEST
 KV0234'FACE OF ABUTMENT AND ABOUT 2 FEET ABOVE GROUND.
 KV0234
 KV0234                          STATION RECOVERY (1969)
 KV0234
 KV0234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KV0234'RECOVERED IN GOOD CONDITION.
 KV0234
 KV0234                          STATION RECOVERY (1989)
 KV0234
 KV0234'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV0234'IN ELIZABETH, AT ELIZABETHPORT, SET VERTICALLY IN THE SOUTHEAST FACE
 KV0234'OF THE NORTHEAST ABUTMENT OF THE CONRAIL OVERPASS OVER FULTON STREET,
 KV0234'THE RAILROAD RUNS PARARREL WITH AND ADJACENT WITH THE NEW JERSEY
 KV0234'TURNPIKE AT THIS POINT, 9.1 M (29.9 FT) NORTHEAST OF THE CENTERLINE
 KV0234'OF FULTON STREET, 0.5 M (1.6 FT) NORTHEAST OF THE SOUTH CORNER OF THE
 KV0234'ABUTMENT, 0.1 M (0.3 FT) NORTHEAST AND BEHIND THE NORTHWEST END OF A
 KV0234'TEN FOOT HIGH CHAINLINK FENCE AND ABOUT 1.1 M (3.6 FT) ABOVE THE
 KV0234'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0608 ***********************************************************************
 KV0608  DESIGNATION -  R 38
 KV0608  PID         -  KV0608
 KV0608  STATE/COUNTY-  NJ/HUDSON
 KV0608  USGS QUAD   -  JERSEY CITY (1981)
 KV0608
 KV0608                         *CURRENT SURVEY CONTROL
 KV0608  ___________________________________________________________________
 KV0608* NAD 83(1986)-  40 39 31.     (N)    074 06 06.     (W)     SCALED    
 KV0608* NAVD 88     -         2.311  (meters)       7.58   (feet)  ADJUSTED  
 KV0608  ___________________________________________________________________
 KV0608  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV0608  DYNAMIC HT  -           2.310 (meters)       7.58  (feet)  COMP
 KV0608  MODELED GRAV-     980,231.7   (mgal)                       NAVD 88
 KV0608
 KV0608  VERT ORDER  -  FIRST     CLASS II
 KV0608
 KV0608.The horizontal coordinates were scaled from a topographic map and have
 KV0608.an estimated accuracy of +/- 6 seconds.
 KV0608
 KV0608.The orthometric height was determined by differential leveling
 KV0608.and adjusted by the National Geodetic Survey in June 1991..
 KV0608
 KV0608.The geoid height was determined by GEOID03.
 KV0608
 KV0608.The dynamic height is computed by dividing the NAVD 88
 KV0608.geopotential number by the normal gravity value computed on the
 KV0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0608.degrees latitude (g = 980.6199 gals.).
 KV0608
 KV0608.The modeled gravity was interpolated from observed gravity values.
 KV0608
 KV0608;                    North         East    Units  Estimated Accuracy
 KV0608;SPC NJ       -   202,720.      183,680.      MT  (+/- 180 meters Scaled)
 KV0608
 KV0608                          SUPERSEDED SURVEY CONTROL
 KV0608
 KV0608  NGVD 29 (04/16/92)    2.651  (m)            8.70   (f) ADJUSTED    1 2
 KV0608
 KV0608.Superseded values are not recommended for survey control.
 KV0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0608.See file dsdata.txt to determine how the superseded data were derived.
 KV0608
 KV0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL759012(NAD 83)
 KV0608_MARKER: DB = BENCH MARK DISK
 KV0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0608_STAMPING: R 38 1952
 KV0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0608+STABILITY: SURFACE MOTION
 KV0608
 KV0608  HISTORY     - Date     Condition        Report By
 KV0608  HISTORY     - 1952     MONUMENTED       CGS
 KV0608  HISTORY     - 19950920 MARK NOT FOUND   NJGS
 KV0608
 KV0608                          STATION DESCRIPTION
 KV0608
 KV0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0608'AT BAYONNE.
 KV0608'AT BAYONNE, ABOUT 0.8 MILE SOUTHEAST ALONG EAST 30TH STREET FROM
 KV0608'PUBLIC SCHOOL NO. 5, NORTHEAST AND ACROSS EAST 30TH STREET FROM
 KV0608'ESSO OIL COMPANY STORAGE TANKS, AT AN OVERHEAD PIPE LINE CROSSING
 KV0608'OVER EAST 30TH STREET, 38 FEET NORTHEAST OF CENTER LINE OF STREET,
 KV0608'5 1/2 FEET SOUTH OF THE SOUTHEAST POST OF THE SECOND PIER
 KV0608'NORTHEAST OF ROAD SUPPORTING PIPE LINE, 1 1/2 FEET SOUTHEAST OF
 KV0608'A CONCRETE ANCHOR BLOCK TO FIRST PIER NORTHEAST OF ROAD AND SET
 KV0608'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KV0608
 KV0608                          STATION RECOVERY (1995)
 KV0608
 KV0608'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0608'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV0608'SEARCH BY A TWO MAN PARTY.  NUMEROUS CHANGES HAVE BEEN MADE TO THE
 KV0608'AREA SINCE THE PREVIOUS RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2365 ***********************************************************************
 JU2365  DESIGNATION -  R 4
 JU2365  PID         -  JU2365
 JU2365  STATE/COUNTY-  NJ/CAPE MAY
 JU2365  USGS QUAD   -  WOODBINE (1972)
 JU2365
 JU2365                         *CURRENT SURVEY CONTROL
 JU2365  ___________________________________________________________________
 JU2365* NAD 83(1986)-  39 08 17.     (N)    074 47 29.     (W)     SCALED    
 JU2365* NAVD 88     -         4.418  (meters)      14.49   (feet)  POSTED    
 JU2365  ___________________________________________________________________
 JU2365  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 JU2365  DYNAMIC HT  -           4.420 (meters)      14.50  (feet)  COMP
 JU2365  MODELED GRAV-     980,074.3   (mgal)                       NAVD 88
 JU2365
 JU2365  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU2365
 JU2365.The horizontal coordinates were scaled from a topographic map and have
 JU2365.an estimated accuracy of +/- 6 seconds.
 JU2365
 JU2365.The orthometric height was determined by differential leveling
 JU2365.and adjusted by the National Geodetic Survey in 1992..
 JU2365.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU2365.rate of 0.0 thru 1.0 mm/km.
 JU2365
 JU2365.The geoid height was determined by GEOID03.
 JU2365
 JU2365.The dynamic height is computed by dividing the NAVD 88
 JU2365.geopotential number by the normal gravity value computed on the
 JU2365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2365.degrees latitude (g = 980.6199 gals.).
 JU2365
 JU2365.The modeled gravity was interpolated from observed gravity values.
 JU2365
 JU2365;                    North         East    Units  Estimated Accuracy
 JU2365;SPC NJ       -    33,870.      124,810.      MT  (+/- 180 meters Scaled)
 JU2365
 JU2365                          SUPERSEDED SURVEY CONTROL
 JU2365
 JU2365  NGVD 29 (??/??/??)    4.813  (m)           15.79   (f) ADJUSTED    1 2
 JU2365
 JU2365.Superseded values are not recommended for survey control.
 JU2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2365.See file dsdata.txt to determine how the superseded data were derived.
 JU2365
 JU2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ180321(NAD 83)
 JU2365_MARKER: DB = BENCH MARK DISK
 JU2365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU2365_SP_SET: SEMAPHORE FOUNDATION
 JU2365_STAMPING: R 4 1924
 JU2365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2365
 JU2365  HISTORY     - Date     Condition        Report By
 JU2365  HISTORY     - 1924     MONUMENTED       CGS
 JU2365  HISTORY     - 1961     MARK NOT FOUND   CGS
 JU2365  HISTORY     - 1969     GOOD             CGS
 JU2365
 JU2365                          STATION DESCRIPTION
 JU2365
 JU2365'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU2365'1.0 MILE NORTHWEST FROM SWAINTON.
 JU2365'1 MILE NORTHWEST OF SWAIN, CAPE MAY COUNTY, ON THE ABANDONED
 JU2365'PENNSYLVANIA RAILROAD RIGHT-OF-WAY, 1 MILE NORTH OF THE REEDS BEACH
 JU2365'ROAD, 0.5 MILE WEST OF STATE HIGHWAY 4, 0.6 MILE SOUTH OF A DIRT ROAD
 JU2365'LEADING WEST FROM STATE HIGHWAY 4, 800 FEET SOUTH OF A PRIVATE-ROAD
 JU2365'CROSSING, 106.2 FEET SOUTHWEST OF A 10-INCH BLAZED PINE TREE, 93 FEET
 JU2365'WEST OF ANOTHER 10-INCH BLAZED PINE TREE, AND IN THE CONCRETE FOUNDA
 JU2365'TION OF AN ABANDONED SEMAPHORE. A STANDARD DISK, STAMPED 'R 4 1924'.
 JU2365'NOTE--A MILE WAS MEASURED OFF BY TRUCK ALONG THE TRAIL BESIDE THE OLD
 JU2365'RAILROAD TRACK AND THE AREA WAS SEARCHED BOTH WAYS FOR 0.1 TO 0.2
 JU2365'MILE. TWO SEMAPHORE CONCRETE BASES WERE FOUND BUT NO MARKS WERE IN
 JU2365'THEM.
 JU2365
 JU2365                          STATION RECOVERY (1969)
 JU2365
 JU2365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 JU2365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0500 ***********************************************************************
 KV0500  DESIGNATION -  R 40
 KV0500  PID         -  KV0500
 KV0500  STATE/COUNTY-  NJ/BERGEN
 KV0500  USGS QUAD   -  HACKENSACK (1997)
 KV0500
 KV0500                         *CURRENT SURVEY CONTROL
 KV0500  ___________________________________________________________________
 KV0500* NAD 83(1986)-  40 54 20.     (N)    074 02 00.     (W)     SCALED    
 KV0500* NAVD 88     -         9.681  (meters)      31.76   (feet)  ADJUSTED  
 KV0500  ___________________________________________________________________
 KV0500  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KV0500  DYNAMIC HT  -           9.677 (meters)      31.75  (feet)  COMP
 KV0500  MODELED GRAV-     980,241.4   (mgal)                       NAVD 88
 KV0500
 KV0500  VERT ORDER  -  SECOND    CLASS 0
 KV0500
 KV0500.The horizontal coordinates were scaled from a topographic map and have
 KV0500.an estimated accuracy of +/- 6 seconds.
 KV0500
 KV0500.The orthometric height was determined by differential leveling
 KV0500.and adjusted by the National Geodetic Survey in June 1991..
 KV0500
 KV0500.The geoid height was determined by GEOID03.
 KV0500
 KV0500.The dynamic height is computed by dividing the NAVD 88
 KV0500.geopotential number by the normal gravity value computed on the
 KV0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0500.degrees latitude (g = 980.6199 gals.).
 KV0500
 KV0500.The modeled gravity was interpolated from observed gravity values.
 KV0500
 KV0500;                    North         East    Units  Estimated Accuracy
 KV0500;SPC NJ       -   230,170.      189,320.      MT  (+/- 180 meters Scaled)
 KV0500
 KV0500                          SUPERSEDED SURVEY CONTROL
 KV0500
 KV0500  NGVD 29 (??/??/??)    9.988  (m)           32.77   (f) ADJUSTED    2 0
 KV0500
 KV0500.Superseded values are not recommended for survey control.
 KV0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0500.See file dsdata.txt to determine how the superseded data were derived.
 KV0500
 KV0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL814287(NAD 83)
 KV0500_MARKER: DB = BENCH MARK DISK
 KV0500_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0500_SP_SET: SIDEWALK
 KV0500_STAMPING: R 40 1956
 KV0500_MARK LOGO: CGS   
 KV0500_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0500+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1992
 KV0500
 KV0500  HISTORY     - Date     Condition        Report By
 KV0500  HISTORY     - 1956     MONUMENTED       CGS
 KV0500  HISTORY     - 19920221 GOOD             NJGS
 KV0500  HISTORY     - 19970311 GOOD             USPSQD
 KV0500  HISTORY     - 20060516 MARK NOT FOUND   MACDEL
 KV0500
 KV0500                          STATION DESCRIPTION
 KV0500
 KV0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0500'AT HACKENSACK.
 KV0500'AT THE HACKENSACK AVENUE OVER PASS OVER STATE HIGHWAY ROUTE 4,
 KV0500'SET IN TOP OF THE SOUTHWEST CORNER OF THE CONCRETE SIDEWALK ON
 KV0500'THE EAST SIDE OF HACKENSACK AVENUE, 1 FOOT EAST OF THE EAST CURB
 KV0500'OF HACKENSACK AVENUE, 1 FOOT ABOVE THE BRIDGE FLOOR, AT THE
 KV0500'SOUTHEAST CORNER OF BRIDGE.
 KV0500
 KV0500                          STATION RECOVERY (1992)
 KV0500
 KV0500'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KV0500'RECOVERED AS DESCRIBED.
 KV0500
 KV0500                          STATION RECOVERY (1997)
 KV0500
 KV0500'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV0500'RECOVERED IN GOOD CONDITION.
 KV0500
 KV0500                          STATION RECOVERY (2006)
 KV0500
 KV0500'RECOVERY NOTE BY MACDEL ENGINEERING 2006 (RFH)
 KV0500'STATION IS DESTROYED. THE OVERPASS WAS REBUILT IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0170 ***********************************************************************
 KV0170  DESIGNATION -  R 41 NJDT
 KV0170  PID         -  KV0170
 KV0170  STATE/COUNTY-  NJ/PASSAIC
 KV0170  USGS QUAD   -  PATERSON (1995)
 KV0170
 KV0170                         *CURRENT SURVEY CONTROL
 KV0170  ___________________________________________________________________
 KV0170* NAD 83(1986)-  40 53 46.     (N)    074 12 05.     (W)     SCALED    
 KV0170* NAVD 88     -        53.26   (meters)     174.7    (feet)  RESET     
 KV0170  ___________________________________________________________________
 KV0170  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KV0170
 KV0170  VERT ORDER  -  THIRD
 KV0170
 KV0170.The horizontal coordinates were scaled from a topographic map and have
 KV0170.an estimated accuracy of +/- 6 seconds.
 KV0170
 KV0170.The orthometric height was computed from unverified reset data.
 KV0170
 KV0170.The geoid height was determined by GEOID03.
 KV0170
 KV0170;                    North         East    Units  Estimated Accuracy
 KV0170;SPC NJ       -   229,050.      175,160.      MT  (+/- 180 meters Scaled)
 KV0170
 KV0170                          SUPERSEDED SURVEY CONTROL
 KV0170
 KV0170  NGVD 29 (??/??/??)   53.55   (m)          175.7    (f) RESET       3  
 KV0170
 KV0170.Superseded values are not recommended for survey control.
 KV0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0170.See file dsdata.txt to determine how the superseded data were derived.
 KV0170
 KV0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL672275(NAD 83)
 KV0170_MARKER: DD = SURVEY DISK
 KV0170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0170_SP_SET: BRIDGE
 KV0170_STAMPING: R 41 1961
 KV0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0170
 KV0170  HISTORY     - Date     Condition        Report By
 KV0170  HISTORY     - 1961     MONUMENTED       NJDT
 KV0170  HISTORY     - 1969     GOOD             CGS
 KV0170
 KV0170                          STATION DESCRIPTION
 KV0170
 KV0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KV0170'1.5 MI W FROM PATERSON.
 KV0170'ABOUT 1.5 MILES WEST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV0170'RAILROAD FROM PATERSON, SET IN THE CONCRETE SAFETY WALK ON SOUTH
 KV0170'CORNER OF EAST ABUTMENT OF INTERSTATE HIGHWAY 80 BRIDGE OVER THE
 KV0170'PASSAIC RIVER.  IN THE BOROUGH OF WEST PATERSON.  NOTE-- THIS MARK
 KV0170'WAS SET TO REPLACE BENCH MARK V 12 RESET 1967.  NOTE-- THE DELAWARE,
 KV0170'LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV0170'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6988 ***********************************************************************
 KV6988  DESIGNATION -  R 45
 KV6988  PID         -  KV6988
 KV6988  STATE/COUNTY-  NJ/MONMOUTH
 KV6988  USGS QUAD   -  ASBURY PARK (1989)
 KV6988
 KV6988                         *CURRENT SURVEY CONTROL
 KV6988  ___________________________________________________________________
 KV6988* NAD 83(1996)-  40 10 12.03388(N)    074 06 05.20161(W)     ADJUSTED  
 KV6988* NAVD 88     -        46.8    (meters)     154.     (feet)  GPS OBS   
 KV6988  ___________________________________________________________________
 KV6988  X           -   1,336,956.810 (meters)                     COMP
 KV6988  Y           -  -4,693,872.607 (meters)                     COMP
 KV6988  Z           -   4,092,437.368 (meters)                     COMP
 KV6988  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 KV6988  ELLIP HEIGHT-          14.01  (meters)          (10/23/02) GPS OBS
 KV6988  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KV6988
 KV6988  HORZ ORDER  -  FIRST
 KV6988  ELLP ORDER  -  FOURTH    CLASS I
 KV6988
 KV6988.The horizontal coordinates were established by GPS observations
 KV6988.and adjusted by the National Geodetic Survey in May 1999..
 KV6988
 KV6988.The orthometric height was determined by GPS observations and a
 KV6988.high-resolution geoid model.
 KV6988
 KV6988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6988
 KV6988.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6988
 KV6988.The ellipsoidal height was determined by GPS observations
 KV6988.and is referenced to NAD 83.
 KV6988
 KV6988.The geoid height was determined by GEOID03.
 KV6988
 KV6988;                    North         East     Units Scale Factor Converg.
 KV6988;SPC NJ       -   148,465.891   183,946.255   MT  0.99991418   +0 15 25.5
 KV6988;SPC NJ       -   487,091.84    603,497.00   sFT  0.99991418   +0 15 25.5
 KV6988;UTM  18      - 4,447,013.895   576,510.372   MT  0.99967206   +0 34 46.7
 KV6988
 KV6988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6988!SPC NJ       -   0.99999780  x   0.99991418  =   0.99991198
 KV6988!UTM  18      -   0.99999780  x   0.99967206  =   0.99966986
 KV6988
 KV6988:                Primary Azimuth Mark                     Grid Az
 KV6988:SPC NJ       -  WALL                                     188 23 04.9
 KV6988:UTM  18      -  WALL                                     188 03 43.7
 KV6988
 KV6988|---------------------------------------------------------------------|
 KV6988| PID    Reference Object                     Distance      Geod. Az  |
 KV6988|                                                           dddmmss.s |
 KV6988| KV6991 WALL                                456.389 METERS 1883830.4 |
 KV6988|---------------------------------------------------------------------|
 KV6988
 KV6988                          SUPERSEDED SURVEY CONTROL
 KV6988
 KV6988  ELLIP H (05/14/99)   13.99   (m)                       GP(       ) 4 1
 KV6988  NAD 83(1992)-  40 10 12.03330(N)    074 06 05.20480(W) AD(       ) 1
 KV6988  ELLIP H (04/25/94)   14.09   (m)                       GP(       ) 3 1
 KV6988  NAD 83(1986)-  40 10 12.03512(N)    074 06 05.20451(W) AD(       ) 1
 KV6988
 KV6988.Superseded values are not recommended for survey control.
 KV6988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6988.See file dsdata.txt to determine how the superseded data were derived.
 KV6988
 KV6988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7651047014(NAD 83)
 KV6988_MARKER: DD = SURVEY DISK
 KV6988_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6988_SP_SET: CONCRETE BRIDGE SIDEWALK
 KV6988_STAMPING: R 45
 KV6988_MARK LOGO: NJHA  
 KV6988_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6988+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6988
 KV6988  HISTORY     - Date     Condition        Report By
 KV6988  HISTORY     - 1991     MONUMENTED       NJHA
 KV6988  HISTORY     - 19930224 GOOD             NJGS
 KV6988  HISTORY     - 19931122 GOOD             NJGS
 KV6988  HISTORY     - 20020202 GOOD             NJGS
 KV6988
 KV6988                          STATION DESCRIPTION
 KV6988
 KV6988'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV6988'THE STATION IS LOCATED IN WALL TOWNSHIP ON THE SOUTH SIDEWALK OF THE
 KV6988'BRIDGE CARRYING STATE HIGHWAY 138 EASTBOUND OVER THE SOUTHBOUND LANES
 KV6988'OF THE GARDEN STATE PARKWAY, STRUCTURE NUMBER 0317152.  TO REACH THE
 KV6988'STATION FROM THE EXIT RAMP FROM THE SOUTHBOUND LANES OF THE GARDEN
 KV6988'STATE PARKWAY AT INTERCHANGE 98, GO ABOUT 0.4 MI (0.6 KM) BEYOND THE
 KV6988'TOLL GATES TO THE FIRST RAMP ON THE RIGHT.  STAY TO THE RIGHT AND
 KV6988'FOLLOW THE RAMP TOWARD THE EASTBOUND LANES OF STATE HIGHWAY 138 TO
 KV6988'THE END OF THE RAMP AND THE STATION ON THE RIGHT, SET FLUSH WITH THE
 KV6988'SIDEWALK AT THE WEST END OF THE BRIDGE.  THE STATION IS 1.9 FT
 KV6988'(0.6 M) EAST FROM THE WEST END OF THE BRIDGE AND 4.6 FT (1.4 M) SOUTH
 KV6988'FROM THE SOUTH CURB OF STATE HIGHWAY 138 EASTBOUND.
 KV6988'THE STATION IS LOCATED IN WALL TOWNSHIP ON THE SOUTH SIDEWALK OF THE
 KV6988'BRIDGE CARRYING ROUTE 138 OVER THE GARDEN STATE PARKWAY AT ABOUT
 KV6988'MILEPOINT 98.2 OF THE SOUTHBOUND LANES.  TO REACH THE STATION FROM
 KV6988'THE GARDEN STATE PARKWAY, EXIT FROM THE SOUTHBOUND AT INTERCHANGE 98,
 KV6988'GO ABOUT 0.4 MI (0.6 KM) BEYOND THE TOLL GATES TO THE FIRST RAMP TO
 KV6988'THE RIGHT, FOLLOW THE RAMP TOWARD ROUTE 138 EAST TO THE END OF THE
 KV6988'RAMP AND BEGINNING OF ROUTE 138 AND THE STATION ON THE RIGHT, FLUSH
 KV6988'WITH THE SIDEWALK AT THE WEST END OF THE BRIDGE.  THE STATION IS 1.9
 KV6988'FT (0.6 M) EAST FROM THE WEST ABUTMENT JOINT AND 4.6 FT (1.4 M) SOUTH
 KV6988'FROM THE ROUTE 138 CURB.
 KV6988'THE STATION IS ADJACENT TO A TRAFFIC LANE. CAUTION SHOULD BE
 KV6988'EXCERCIZED.  PARKING OF A VEHICLE BY THE STATION SHOULD NOT BE
 KV6988'ATTEMPTED.
 KV6988
 KV6988                          STATION RECOVERY (1993)
 KV6988
 KV6988'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (FAC)
 KV6988'THE STATION IS LOCATED IN WALL TOWNSHIP ON THE SOUTH SIDEWALK OF THE
 KV6988'BRIDGE CARRYING ROUTE 138 OVER THE GARDEN STATE PARKWAY AT ABOUT
 KV6988'MILEPOINT 98.2 OF THE SOUTHBOUND LANES.  TO REACH THE STATION FROM THE
 KV6988'GARDEN STATE PARKWAY, EXIT FROM THE SOUTHBOUND AT INTERCHANGE 98, GO
 KV6988'ABOUT 0.4 MI (0.6 KM) BEYOND THE TOLL GATES TO THE FIRST RAMP TO THE
 KV6988'RIGHT, FOLLOW THE RAMP TOWARD ROUTE 138 EAST TO THE END OF THE RAMP
 KV6988'AND BEGINNING OF ROUTE 138 AND THE STATION ON THE RIGHT, FLUSH WITH
 KV6988'THE SIDEWALK AT THE WEST END OF THE BRIDGE.  THE STATION IS 1.9 FT
 KV6988'(0.6 M) EAST FROM THE WEST ABUTMENT JOINT AND 4.6 FT (1.4 M) SOUTH
 KV6988'FROM THE ROUTE 138 CURB.
 KV6988
 KV6988                          STATION RECOVERY (2002)
 KV6988
 KV6988'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6988'RECOVERED AS DESCRIBED
 KV6988' 
 KV6988' 
 KV6988'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0799 ***********************************************************************
 KV0799  DESIGNATION -  R 5
 KV0799  PID         -  KV0799
 KV0799  STATE/COUNTY-  NJ/MONMOUTH
 KV0799  USGS QUAD   -  ASBURY PARK (1989)
 KV0799
 KV0799                         *CURRENT SURVEY CONTROL
 KV0799  ___________________________________________________________________
 KV0799* NAD 83(1986)-  40 13 35.     (N)    074 00 37.     (W)     SCALED    
 KV0799* NAVD 88     -         4.332  (meters)      14.21   (feet)  ADJUSTED  
 KV0799  ___________________________________________________________________
 KV0799  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV0799  DYNAMIC HT  -           4.330 (meters)      14.21  (feet)  COMP
 KV0799  MODELED GRAV-     980,171.5   (mgal)                       NAVD 88
 KV0799
 KV0799  VERT ORDER  -  FIRST     CLASS I
 KV0799
 KV0799.The horizontal coordinates were scaled from a topographic map and have
 KV0799.an estimated accuracy of +/- 6 seconds.
 KV0799
 KV0799.The orthometric height was determined by differential leveling
 KV0799.and adjusted by the National Geodetic Survey in June 1991..
 KV0799
 KV0799.The geoid height was determined by GEOID03.
 KV0799
 KV0799.The dynamic height is computed by dividing the NAVD 88
 KV0799.geopotential number by the normal gravity value computed on the
 KV0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0799.degrees latitude (g = 980.6199 gals.).
 KV0799
 KV0799.The modeled gravity was interpolated from observed gravity values.
 KV0799
 KV0799;                    North         East    Units  Estimated Accuracy
 KV0799;SPC NJ       -   154,760.      191,680.      MT  (+/- 180 meters Scaled)
 KV0799
 KV0799                          SUPERSEDED SURVEY CONTROL
 KV0799
 KV0799  NGVD 29 (04/16/92)    4.660  (m)           15.29   (f) ADJUSTED    1 1
 KV0799
 KV0799.Superseded values are not recommended for survey control.
 KV0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0799.See file dsdata.txt to determine how the superseded data were derived.
 KV0799
 KV0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK842533(NAD 83)
 KV0799_MARKER: DB = BENCH MARK DISK
 KV0799_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0799_SP_SET: BUILDING
 KV0799_STAMPING: 15.495 R 5 1930
 KV0799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0799
 KV0799  HISTORY     - Date     Condition        Report By
 KV0799  HISTORY     - 1930     MONUMENTED       CGS
 KV0799  HISTORY     - 1937     GOOD             CGS
 KV0799  HISTORY     - 1964     GOOD             CGS
 KV0799  HISTORY     - 1979     GOOD             NGS
 KV0799  HISTORY     - 1984     GOOD             USPSQD
 KV0799  HISTORY     - 1987     GOOD             USPSQD
 KV0799  HISTORY     - 19920801 GOOD             USPSQD
 KV0799
 KV0799                          STATION DESCRIPTION
 KV0799
 KV0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 KV0799'AT ASBURY PARK.
 KV0799'AT NORTH ASBURY PARK, ON THE PENNSYLVANIA RAILROAD, AT THE
 KV0799'STATION, IN THE WEST WALL, ON THE PROJECTION AT THE TICKET OFFICE,
 KV0799'AND 2 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED 15.495
 KV0799'R 5 1930 AND SET VERTICALLY.
 KV0799
 KV0799                          STATION RECOVERY (1964)
 KV0799
 KV0799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0799'RECOVERED IN GOOD CONDITION.
 KV0799
 KV0799                          STATION RECOVERY (1979)
 KV0799
 KV0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0799'RECOVERED IN GOOD CONDITION.
 KV0799
 KV0799                          STATION RECOVERY (1984)
 KV0799
 KV0799'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0799'BUILDING NOT BEING USED AS RAILROAD STATION. SEVERAL SMALL BUISNESS
 KV0799'NOW IN BUILDING.
 KV0799
 KV0799                          STATION RECOVERY (1987)
 KV0799
 KV0799'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0799'RECOVERED IN GOOD CONDITION.
 KV0799
 KV0799                          STATION RECOVERY (1992)
 KV0799
 KV0799'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0932 ***********************************************************************
 KV0932  DESIGNATION -  R 53
 KV0932  PID         -  KV0932
 KV0932  STATE/COUNTY-  NJ/MIDDLESEX
 KV0932  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV0932
 KV0932                         *CURRENT SURVEY CONTROL
 KV0932  ___________________________________________________________________
 KV0932* NAD 83(1996)-  40 27 41.26532(N)    074 24 05.81142(W)     ADJUSTED  
 KV0932* NAVD 88     -        32.592  (meters)     106.93   (feet)  ADJUSTED  
 KV0932  ___________________________________________________________________
 KV0932  X           -   1,306,714.398 (meters)                     COMP
 KV0932  Y           -  -4,680,634.207 (meters)                     COMP
 KV0932  Z           -   4,117,104.793 (meters)                     COMP
 KV0932  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 KV0932  ELLIP HEIGHT-          -0.19  (meters)          (10/23/02) GPS OBS
 KV0932  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV0932  DYNAMIC HT  -          32.578 (meters)     106.88  (feet)  COMP
 KV0932  MODELED GRAV-     980,196.2   (mgal)                       NAVD 88
 KV0932
 KV0932  HORZ ORDER  -  FIRST
 KV0932  VERT ORDER  -  SECOND    CLASS 0
 KV0932  ELLP ORDER  -  FOURTH    CLASS I
 KV0932
 KV0932.The horizontal coordinates were established by GPS observations
 KV0932.and adjusted by the National Geodetic Survey in May 1999..
 KV0932
 KV0932.The orthometric height was determined by differential leveling
 KV0932.and adjusted by the National Geodetic Survey in June 1991..
 KV0932
 KV0932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0932
 KV0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0932
 KV0932.The ellipsoidal height was determined by GPS observations
 KV0932.and is referenced to NAD 83.
 KV0932
 KV0932.The geoid height was determined by GEOID03.
 KV0932
 KV0932.The dynamic height is computed by dividing the NAVD 88
 KV0932.geopotential number by the normal gravity value computed on the
 KV0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0932.degrees latitude (g = 980.6199 gals.).
 KV0932
 KV0932.The modeled gravity was interpolated from observed gravity values.
 KV0932
 KV0932;                    North         East     Units Scale Factor Converg.
 KV0932;SPC NJ       -   180,754.310   158,343.874   MT  0.99990086   +0 03 49.8
 KV0932;SPC NJ       -   593,024.77    519,499.86   sFT  0.99990086   +0 03 49.8
 KV0932;UTM  18      - 4,479,149.020   550,732.679   MT  0.99963168   +0 23 18.0
 KV0932
 KV0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0932!SPC NJ       -   1.00000003  x   0.99990086  =   0.99990089
 KV0932!UTM  18      -   1.00000003  x   0.99963168  =   0.99963171
 KV0932
 KV0932:                Primary Azimuth Mark                     Grid Az
 KV0932:SPC NJ       -  12 K 1                                   033 04 41.7
 KV0932:UTM  18      -  12 K 1                                   032 45 13.5
 KV0932
 KV0932|---------------------------------------------------------------------|
 KV0932| PID    Reference Object                     Distance      Geod. Az  |
 KV0932|                                                           dddmmss.s |
 KV0932| KV6730 12 K 1                              476.904 METERS 0330831.5 |
 KV0932|---------------------------------------------------------------------|
 KV0932
 KV0932                          SUPERSEDED SURVEY CONTROL
 KV0932
 KV0932  ELLIP H (05/14/99)   -0.18   (m)                       GP(       ) 4 1
 KV0932  NAD 83(1996)-  40 27 41.26509(N)    074 24 05.81294(W) AD(       ) 1
 KV0932  NAD 83(1986)-  40 27 41.26477(N)    074 24 05.81373(W) AD(       ) 1
 KV0932  NAD 83(1986)-  40 27 41.26589(N)    074 24 05.81327(W) AD(       ) 1
 KV0932  NAD 83(1986)-  40 27 41.26589(N)    074 24 05.81327(W) AD(       ) 2
 KV0932  NAVD 88 (01/21/93)   32.59   (m)          106.9    (f) LEVELING    3  
 KV0932  NGVD 29 (04/16/92)   32.889  (m)          107.90   (f) ADJUSTED    2 0
 KV0932
 KV0932.Superseded values are not recommended for survey control.
 KV0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0932.See file dsdata.txt to determine how the superseded data were derived.
 KV0932
 KV0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5073379149(NAD 83)
 KV0932_MARKER: DB = BENCH MARK DISK
 KV0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0932_SP_SET: CONCRETE POST
 KV0932_STAMPING: R 53 1961
 KV0932_MARK LOGO: CGS   
 KV0932_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0932+STABILITY: SURFACE MOTION
 KV0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0932+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 KV0932
 KV0932  HISTORY     - Date     Condition        Report By
 KV0932  HISTORY     - 1961     MONUMENTED       CGS
 KV0932  HISTORY     - 1984     GOOD             LOCSUR
 KV0932  HISTORY     - 1985     GOOD             LOCSUR
 KV0932  HISTORY     - 19891212 GOOD             NJGS
 KV0932  HISTORY     - 19901130 GOOD             NJGS
 KV0932  HISTORY     - 19901130 GOOD             NJGS
 KV0932  HISTORY     - 19910806 GOOD
 KV0932  HISTORY     - 19920203 GOOD
 KV0932  HISTORY     - 20040301 GOOD             NJGS
 KV0932  HISTORY     - 20060302 MARK NOT FOUND   MERCLS
 KV0932
 KV0932                          STATION DESCRIPTION
 KV0932
 KV0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0932'1.1 MI NW FROM SOUTH RIVER.
 KV0932'1.1 MILE NORTHWEST ON PROSPECT AVE. FROM THE LINCOLN GRAMMAR
 KV0932'SCHOOL IN SOUTH RIVER, 0.1 MILE SOUTH OF THE JUNCTION OF OLD
 KV0932'BRIDGE TURNPIKE AND STATE HIGHWAY 18, 26 FEET WEST OF THE
 KV0932'CENTERLINE OF OLD BRIDGE TURNPIKE, 2.5 FEET SOUTH OF A CHAIN LINK
 KV0932'FENCE AROUND RARITAN HARDWARE AND LUMBER CO. BUILDINGS, 2.5 FEET
 KV0932'SOUTH OF A METAL WITNESS POST AND THREE INCHES ABOVE THE LEVEL
 KV0932'OF THE ROAD.  SET IN A ROUND TOPPED CONCRETE POST LEVEL WITH THE
 KV0932'GROUND.
 KV0932
 KV0932                          STATION RECOVERY (1984)
 KV0932
 KV0932'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 KV0932'RECOVERED IN GOOD CONDITION.
 KV0932
 KV0932                          STATION RECOVERY (1985)
 KV0932
 KV0932'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 KV0932'RECOVERED IN GOOD CONDITION.
 KV0932
 KV0932                          STATION RECOVERY (1989)
 KV0932
 KV0932'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV0932'THE STATION IS LOCATED IN EAST BRUNSWICK TOWNSHIP, ON THE SOUTHWEST
 KV0932'SIDE OF THE OLD BRIDGE NEW BRUNSWICK TURNPIKE, COUNTY ROAD 527.  THE
 KV0932'STATION IS ON THE NORTHWEST CORNER AT THE JUNCTION OF ROUTE 527 AND
 KV0932'THE ONE WAY RAMP FROM NORTHBOUND STATE ROUTE 18 TO EDGEBORO ROAD.  ON
 KV0932'ROUTE 18, THE RAMP IS LABELED EDGEBORO ROAD, EAST BRUNSWICK, SOUTH
 KV0932'RIVER.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 527 AND
 KV0932'EDGEBORO ROAD AND ROUTE 18, GO 0.16 KM (0.10 MI) SOUTHEAST ON ROUTE
 KV0932'527 TO THE RAMP AND THE STATION ON THE RIGHT.  IT IS 4.8 M
 KV0932'(15.75 FT) SOUTHEAST OF POLE 60214 EBW, 8.05 M (26.41 FT) SOUTH
 KV0932'SOUTHWEST OF THE ROUTE 527 CENTERLINE, 0.53 M (1.74 FT) SOUTHWEST OF
 KV0932'THE CURB, 2.4 M (7.87 FT) NORTHWEST OF A SIGN, DO NOT ENTER, AND 1.15
 KV0932'M (3.77 FT) NORTHEAST OF THE NORTHEAST CORNER OF A 6 FOOT HIGH CHAIN
 KV0932'LINK FENCE SURROUNDING A LARGE ARCHED ROOF BUILDING OF THE RARITAN
 KV0932'LUMBER COMPANY.  THE STATION IS FLUSH WITH THE GROUND.
 KV0932
 KV0932                          STATION RECOVERY (1990)
 KV0932
 KV0932'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV0932'RECOVERED IN GOOD CONDITION.
 KV0932
 KV0932                          STATION RECOVERY (1990)
 KV0932
 KV0932'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV0932'RECOVERED IN GOOD CONDITION.
 KV0932
 KV0932                          STATION RECOVERY (1991)
 KV0932
 KV0932'RECOVERED 1991
 KV0932'RECOVERED IN GOOD CONDITION.
 KV0932
 KV0932                          STATION RECOVERY (1992)
 KV0932
 KV0932'RECOVERED 1992
 KV0932'RECOVERED IN GOOD CONDITION.
 KV0932
 KV0932                          STATION RECOVERY (2004)
 KV0932
 KV0932'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2004 (MVI)
 KV0932'MARK NOT FOUND AFTER 30 MINUTE SEARCH BY THREE MAN CREW.
 KV0932
 KV0932                          STATION RECOVERY (2006)
 KV0932
 KV0932'RECOVERY NOTE BY MERCATOR LAND SURVEYING LLC 2006 (RLM)
 KV0932'MARK APPEARS TO BE LOST AS ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0844 ***********************************************************************
 KV0844  DESIGNATION -  R 54
 KV0844  PID         -  KV0844
 KV0844  STATE/COUNTY-  NJ/OCEAN
 KV0844  USGS QUAD   -  POINT PLEASANT (1989)
 KV0844
 KV0844                         *CURRENT SURVEY CONTROL
 KV0844  ___________________________________________________________________
 KV0844* NAD 83(1986)-  40 04 01.     (N)    074 03 00.     (W)     SCALED    
 KV0844* NAVD 88     -         0.444  (meters)       1.46   (feet)  ADJUSTED  
 KV0844  ___________________________________________________________________
 KV0844  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV0844  DYNAMIC HT  -           0.443 (meters)       1.45  (feet)  COMP
 KV0844  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 KV0844
 KV0844  VERT ORDER  -  FIRST     CLASS I
 KV0844
 KV0844.The horizontal coordinates were scaled from a topographic map and have
 KV0844.an estimated accuracy of +/- 6 seconds.
 KV0844
 KV0844.The orthometric height was determined by differential leveling
 KV0844.and adjusted by the National Geodetic Survey in June 1991..
 KV0844.WARNING-Repeat measurements at this control monument indicate possible
 KV0844.vertical movement.
 KV0844
 KV0844.The geoid height was determined by GEOID03.
 KV0844
 KV0844.The dynamic height is computed by dividing the NAVD 88
 KV0844.geopotential number by the normal gravity value computed on the
 KV0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0844.degrees latitude (g = 980.6199 gals.).
 KV0844
 KV0844.The modeled gravity was interpolated from observed gravity values.
 KV0844
 KV0844;                    North         East    Units  Estimated Accuracy
 KV0844;SPC NJ       -   137,040.      188,390.      MT  (+/- 180 meters Scaled)
 KV0844
 KV0844                          SUPERSEDED SURVEY CONTROL
 KV0844
 KV0844  NGVD 29 (04/16/92)    0.782  (m)            2.57   (f) ADJUSTED    1 1
 KV0844
 KV0844.Superseded values are not recommended for survey control.
 KV0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0844.See file dsdata.txt to determine how the superseded data were derived.
 KV0844
 KV0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK810356(NAD 83)
 KV0844_MARKER: DB = BENCH MARK DISK
 KV0844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0844_SP_SET: SIDEWALK
 KV0844_STAMPING: R 54 1961
 KV0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0844
 KV0844  HISTORY     - Date     Condition        Report By
 KV0844  HISTORY     - 1961     MONUMENTED       CGS
 KV0844  HISTORY     - 1964     GOOD             CGS
 KV0844  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0844  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0844  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV0844
 KV0844                          STATION DESCRIPTION
 KV0844
 KV0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0844'1 MI SW FROM BAY HEAD.
 KV0844'0.5 MILE WEST ALONG BRIDGE AVENUE FROM THE POST OFFICE AT BAY
 KV0844'HEAD, THENCE 0.3 MILE SOUTH ALONG BAY AVENUE, THENCE 0.2 MILE
 KV0844'SOUTHEAST THROUGH THE MORTON JOHNSON BOAT WORKS, 69.6 FEET WEST
 KV0844'OF THE SOUTHWEST CORNER OF A SMALL DRAWBRIDGE EAST OF THE OFFICE
 KV0844'BUILDING, 52.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF OFFICE
 KV0844'BUILDING, 4 FEET NORTH OF THE NORTH WALL OF SHOW ROOM, 4.0 FEET
 KV0844'NORTHEAST OF THE NORTHWEST CORNER OF THE SHOW ROOM, SET IN TOP
 KV0844'OF CONCRETE SIDEWALK ALONG NORTH SIDE OF BUILDING.  NOTE-- MARK
 KV0844'MAY ALSO BE REACHED BY GOING 0.15 MILES WEST ALONG BRIDGE
 KV0844'AVENUE FROM THE POST OFFICE AT BAY HEAD, THENCE 0.3 MILES SOUTH
 KV0844'ALONG WEST LAKE AVENUE TO THE DRAW BRIDGE LEADING TO MORTON
 KV0844'JOHNSON BOATWORKS.
 KV0844
 KV0844                          STATION RECOVERY (1987)
 KV0844
 KV0844'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0844'MARK NOT FOUND.
 KV0844
 KV0844                          STATION RECOVERY (1987)
 KV0844
 KV0844'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0844'MARK NOT FOUND.
 KV0844
 KV0844                          STATION RECOVERY (1990)
 KV0844
 KV0844'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0229 ***********************************************************************
 JU0229  DESIGNATION -  R 55
 JU0229  PID         -  JU0229
 JU0229  STATE/COUNTY-  NJ/OCEAN
 JU0229  USGS QUAD   -  TUCKERTON (1995)
 JU0229
 JU0229                         *CURRENT SURVEY CONTROL
 JU0229  ___________________________________________________________________
 JU0229* NAD 83(1986)-  39 35 12.     (N)    074 20 21.     (W)     SCALED    
 JU0229* NAVD 88     -         1.142  (meters)       3.75   (feet)  ADJUSTED  
 JU0229  ___________________________________________________________________
 JU0229  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JU0229  DYNAMIC HT  -           1.141 (meters)       3.74  (feet)  COMP
 JU0229  MODELED GRAV-     980,149.7   (mgal)                       NAVD 88
 JU0229
 JU0229  VERT ORDER  -  FIRST     CLASS II
 JU0229
 JU0229.The horizontal coordinates were scaled from a topographic map and have
 JU0229.an estimated accuracy of +/- 6 seconds.
 JU0229
 JU0229.The orthometric height was determined by differential leveling
 JU0229.and adjusted by the National Geodetic Survey in June 1991..
 JU0229
 JU0229.The geoid height was determined by GEOID03.
 JU0229
 JU0229.The dynamic height is computed by dividing the NAVD 88
 JU0229.geopotential number by the normal gravity value computed on the
 JU0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0229.degrees latitude (g = 980.6199 gals.).
 JU0229
 JU0229.The modeled gravity was interpolated from observed gravity values.
 JU0229
 JU0229;                    North         East    Units  Estimated Accuracy
 JU0229;SPC NJ       -    83,640.      163,820.      MT  (+/- 180 meters Scaled)
 JU0229
 JU0229                          SUPERSEDED SURVEY CONTROL
 JU0229
 JU0229  NGVD 29 (01/10/92)    1.533  (m)            5.03   (f) ADJUSTED    1 2
 JU0229
 JU0229.Superseded values are not recommended for survey control.
 JU0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0229.See file dsdata.txt to determine how the superseded data were derived.
 JU0229
 JU0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ567820(NAD 83)
 JU0229_MARKER: DB = BENCH MARK DISK
 JU0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0229_STAMPING: R 55 1961
 JU0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0229+STABILITY: SURFACE MOTION
 JU0229
 JU0229  HISTORY     - Date     Condition        Report By
 JU0229  HISTORY     - 1961     MONUMENTED       CGS
 JU0229  HISTORY     - 1979     GOOD             NGS
 JU0229  HISTORY     - 1983     GOOD             USPSQD
 JU0229  HISTORY     - 1985     GOOD             USPSQD
 JU0229  HISTORY     - 19961215 GOOD             USPSQD
 JU0229
 JU0229                          STATION DESCRIPTION
 JU0229
 JU0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0229'1.1 MI S FROM TUCKERTON.
 JU0229'1.1 MILE SOUTH ON SOUTH GREEN STREET FROM THE JUNCTION OF
 JU0229'U.S. HIGHWAY 9, 49 FEET WEST OF THE CENTERLINE OF GREEN STREET,
 JU0229'27 FEET NORTH OF THE CENTERLINE OF BASS ROAD, 6 FEET NORTHWEST
 JU0229'OF A POWER POLE AND ONE FOOT BELOW THE LEVEL OF THE STREET.
 JU0229'SET IN A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 JU0229
 JU0229                          STATION RECOVERY (1979)
 JU0229
 JU0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0229'RECOVERED IN GOOD CONDITION.
 JU0229
 JU0229                          STATION RECOVERY (1983)
 JU0229
 JU0229'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU0229'RECOVERED IN GOOD CONDITION.
 JU0229
 JU0229                          STATION RECOVERY (1985)
 JU0229
 JU0229'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHF)
 JU0229'RECOVERED IN GOOD CONDITION.
 JU0229
 JU0229                          STATION RECOVERY (1996)
 JU0229
 JU0229'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0387 ***********************************************************************
 JU0387  DESIGNATION -  R 57
 JU0387  PID         -  JU0387
 JU0387  STATE/COUNTY-  NJ/CAPE MAY
 JU0387  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0387
 JU0387                         *CURRENT SURVEY CONTROL
 JU0387  ___________________________________________________________________
 JU0387* NAD 83(1986)-  39 13 00.     (N)    074 38 49.     (W)     SCALED    
 JU0387* NAVD 88     -         2.030  (meters)       6.66   (feet)  POSTED    
 JU0387  ___________________________________________________________________
 JU0387  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 JU0387  DYNAMIC HT  -           2.030 (meters)       6.66  (feet)  COMP
 JU0387  MODELED GRAV-     980,086.9   (mgal)                       NAVD 88
 JU0387
 JU0387  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JU0387
 JU0387.The horizontal coordinates were scaled from a topographic map and have
 JU0387.an estimated accuracy of +/- 6 seconds.
 JU0387
 JU0387.The orthometric height was determined by differential leveling
 JU0387.and adjusted by the National Geodetic Survey in 1992..
 JU0387.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JU0387.rate of 3.1 thru 4.0 mm/km.
 JU0387
 JU0387.The geoid height was determined by GEOID03.
 JU0387
 JU0387.The dynamic height is computed by dividing the NAVD 88
 JU0387.geopotential number by the normal gravity value computed on the
 JU0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0387.degrees latitude (g = 980.6199 gals.).
 JU0387
 JU0387.The modeled gravity was interpolated from observed gravity values.
 JU0387
 JU0387;                    North         East    Units  Estimated Accuracy
 JU0387;SPC NJ       -    42,560.      137,310.      MT  (+/- 180 meters Scaled)
 JU0387
 JU0387                          SUPERSEDED SURVEY CONTROL
 JU0387
 JU0387  NGVD 29 (04/16/92)    2.421  (m)            7.94   (f) ADJUSTED    1 2
 JU0387
 JU0387.Superseded values are not recommended for survey control.
 JU0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0387.See file dsdata.txt to determine how the superseded data were derived.
 JU0387
 JU0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ304408(NAD 83)
 JU0387_MARKER: DB = BENCH MARK DISK
 JU0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0387_STAMPING: R 57 1961
 JU0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0387+STABILITY: SURFACE MOTION
 JU0387
 JU0387  HISTORY     - Date     Condition        Report By
 JU0387  HISTORY     - 1961     MONUMENTED       CGS
 JU0387  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0387
 JU0387                          STATION DESCRIPTION
 JU0387
 JU0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0387'5.8 MI SW FROM OCEAN CITY.
 JU0387'5.75 MILES SOUTHWEST ON CENTRAL AVENUE AND OCEAN DRIVE FROM THE
 JU0387'CITY HALL IN OCEAN CITY, 98 FEET NORTH OF THE NORTHEAST END OF THE
 JU0387'BRIDGE OVER MIDDLE THOROFARE AND 48.8 FEET NORTHWEST OF THE
 JU0387'CENTER LINE OF OCEAN DRIVE AND 1 FOOT ABOVE LEVEL OF THE HIGHWAY.
 JU0387'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JU0387
 JU0387                          STATION RECOVERY (1979)
 JU0387
 JU0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0387'NOT RECOVERED AFTER AN EXTENSIVE SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0436 ***********************************************************************
 JU0436  DESIGNATION -  R 58
 JU0436  PID         -  JU0436
 JU0436  STATE/COUNTY-  NJ/CAPE MAY
 JU0436  USGS QUAD   -  RIO GRANDE (1994)
 JU0436
 JU0436                         *CURRENT SURVEY CONTROL
 JU0436  ___________________________________________________________________
 JU0436* NAD 83(1986)-  39 00 19.     (N)    074 54 30.     (W)     SCALED    
 JU0436* NAVD 88     -         5.806  (meters)      19.05   (feet)  ADJUSTED  
 JU0436  ___________________________________________________________________
 JU0436  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 JU0436  DYNAMIC HT  -           5.802 (meters)      19.04  (feet)  COMP
 JU0436  MODELED GRAV-     980,057.0   (mgal)                       NAVD 88
 JU0436
 JU0436  VERT ORDER  -  FIRST     CLASS II
 JU0436
 JU0436.This mark is at Cape May County Airport (WWD)
 JU0436
 JU0436.The horizontal coordinates were scaled from a topographic map and have
 JU0436.an estimated accuracy of +/- 6 seconds.
 JU0436
 JU0436.The orthometric height was determined by differential leveling
 JU0436.and adjusted by the National Geodetic Survey in June 1991..
 JU0436
 JU0436.The geoid height was determined by GEOID03.
 JU0436
 JU0436.The dynamic height is computed by dividing the NAVD 88
 JU0436.geopotential number by the normal gravity value computed on the
 JU0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0436.degrees latitude (g = 980.6199 gals.).
 JU0436
 JU0436.The modeled gravity was interpolated from observed gravity values.
 JU0436
 JU0436;                    North         East    Units  Estimated Accuracy
 JU0436;SPC NJ       -    19,170.      114,630.      MT  (+/- 180 meters Scaled)
 JU0436
 JU0436                          SUPERSEDED SURVEY CONTROL
 JU0436
 JU0436  NGVD 29 (04/16/92)    6.208  (m)           20.37   (f) ADJUSTED    1 2
 JU0436
 JU0436.Superseded values are not recommended for survey control.
 JU0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0436.See file dsdata.txt to determine how the superseded data were derived.
 JU0436
 JU0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ079173(NAD 83)
 JU0436_MARKER: DB = BENCH MARK DISK
 JU0436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0436_SP_SET: MANHOLE
 JU0436_STAMPING: R 58 1961
 JU0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0436+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2001
 JU0436
 JU0436  HISTORY     - Date     Condition        Report By
 JU0436  HISTORY     - 1961     MONUMENTED       CGS
 JU0436  HISTORY     - 1982     GOOD             NGS
 JU0436  HISTORY     - 20010611 GOOD             NJGS
 JU0436
 JU0436                          STATION DESCRIPTION
 JU0436
 JU0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0436'2.5 MI SW FROM RIO GRANDE.
 JU0436'1.2 MILE SOUTHWEST ON U.S. HIGHWAY 9 FROM THE JUNCTION WITH STATE
 JU0436'HIGHWAY 47 IN RIO GRANDE THENCE 1.3 MILE SOUTHWEST AND WEST ON
 JU0436'BAYSHORE WEST ROAD, AT CAPE MAY COUNTY AIRPORT.  SET IN A DRILL
 JU0436'HOLE IN THE NORTHEAST CORNER OF A 5 BY 5 FEET CONCRETE COVER OVER
 JU0436'A SEWAGE MANHOLE.  34 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 JU0436'WHAT USED TO BE THE CONTROL TOWER NOW USED FOR OFFICES AND 13
 JU0436'FEET EAST OF THE BOTTOM STEP AT THE ENTRANCE ON THE EAST SIDE
 JU0436'OF THE BUILDING ABOUT LEVEL WITH THE SIDE WALK.
 JU0436
 JU0436                          STATION RECOVERY (1982)
 JU0436
 JU0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JU0436'RECOVERED IN GOOD CONDITION.
 JU0436
 JU0436                          STATION RECOVERY (2001)
 JU0436
 JU0436'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 JU0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0555 ***********************************************************************
 JU0555  DESIGNATION -  R 62
 JU0555  PID         -  JU0555
 JU0555  STATE/COUNTY-  NJ/CAMDEN
 JU0555  USGS QUAD   -  HAMMONTON (1981)
 JU0555
 JU0555                         *CURRENT SURVEY CONTROL
 JU0555  ___________________________________________________________________
 JU0555* NAD 83(1986)-  39 40 19.     (N)    074 51 40.     (W)     SCALED    
 JU0555* NAVD 88     -        36.333  (meters)     119.20   (feet)  ADJUSTED  
 JU0555  ___________________________________________________________________
 JU0555  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JU0555  DYNAMIC HT  -          36.315 (meters)     119.14  (feet)  COMP
 JU0555  MODELED GRAV-     980,131.4   (mgal)                       NAVD 88
 JU0555
 JU0555  VERT ORDER  -  FIRST     CLASS I
 JU0555
 JU0555.The horizontal coordinates were scaled from a topographic map and have
 JU0555.an estimated accuracy of +/- 6 seconds.
 JU0555
 JU0555.The orthometric height was determined by differential leveling
 JU0555.and adjusted by the National Geodetic Survey in June 1991..
 JU0555
 JU0555.The geoid height was determined by GEOID03.
 JU0555
 JU0555.The dynamic height is computed by dividing the NAVD 88
 JU0555.geopotential number by the normal gravity value computed on the
 JU0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0555.degrees latitude (g = 980.6199 gals.).
 JU0555
 JU0555.The modeled gravity was interpolated from observed gravity values.
 JU0555
 JU0555;                    North         East    Units  Estimated Accuracy
 JU0555;SPC NJ       -    93,160.      119,020.      MT  (+/- 180 meters Scaled)
 JU0555
 JU0555                          SUPERSEDED SURVEY CONTROL
 JU0555
 JU0555  NGVD 29 (??/??/??)   36.700  (m)          120.41   (f) ADJUSTED    1 1
 JU0555
 JU0555.Superseded values are not recommended for survey control.
 JU0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0555.See file dsdata.txt to determine how the superseded data were derived.
 JU0555
 JU0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ119913(NAD 83)
 JU0555_MARKER: DB = BENCH MARK DISK
 JU0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0555_STAMPING: R 62 1963
 JU0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0555+STABILITY: SURFACE MOTION
 JU0555
 JU0555  HISTORY     - Date     Condition        Report By
 JU0555  HISTORY     - 1963     MONUMENTED       CGS
 JU0555  HISTORY     - 1964     GOOD             CGS
 JU0555  HISTORY     - 1983     GOOD             LOCSUR
 JU0555
 JU0555                          STATION DESCRIPTION
 JU0555
 JU0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0555'0.8 MI NW FROM WINSLOW JUNCTION.
 JU0555'0.85 MILE NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0555'FROM THE STATION AT WINSLOW JUNCTION, AT A BLACK TOP ROAD
 JU0555'CROSSING, 40 FEET NORTH OF CENTER OF THE CROSSING, 18 FEET
 JU0555'NORTHEAST OF NORTHEAST RAIL, 13 FEET SOUTHEAST OF SOUTHEAST END
 JU0555'OF A SIGNAL CONTROL BOX, 4 1/2 FEET NORTH OF A TELEPHONE POLE,
 JU0555'1.5 FEET NORTHWEST OF A STEEL WITNESS POST, 3 FEET ABOVE LEVEL
 JU0555'OF TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 JU0555'INCHES.
 JU0555
 JU0555                          STATION RECOVERY (1983)
 JU0555
 JU0555'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JU0555'WITNESS POST GONE CONCRETE POST NOW PROJECTS 12' ABOVE SURROUNDING
 JU0555'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0694 ***********************************************************************
 JU0694  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0694  DESIGNATION -  R 63
 JU0694  PID         -  JU0694
 JU0694  STATE/COUNTY-  NJ/CAMDEN
 JU0694  USGS QUAD   -  CAMDEN (1995)
 JU0694
 JU0694                         *CURRENT SURVEY CONTROL
 JU0694  ___________________________________________________________________
 JU0694* NAD 83(1986)-  39 56 42.     (N)    075 06 13.     (W)     SCALED    
 JU0694* NAVD 88     -         2.408  (meters)       7.90   (feet)  ADJUSTED  
 JU0694  ___________________________________________________________________
 JU0694  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU0694  DYNAMIC HT  -           2.407 (meters)       7.90  (feet)  COMP
 JU0694  MODELED GRAV-     980,188.1   (mgal)                       NAVD 88
 JU0694
 JU0694  VERT ORDER  -  FIRST     CLASS I
 JU0694
 JU0694.The horizontal coordinates were scaled from a topographic map and have
 JU0694.an estimated accuracy of +/- 6 seconds.
 JU0694
 JU0694.The orthometric height was determined by differential leveling
 JU0694.and adjusted by the National Geodetic Survey in June 1991..
 JU0694
 JU0694.This Tidal Bench Mark is designated as VM 2859
 JU0694.by the Center for Operational Oceanographic Products and Services.
 JU0694
 JU0694.The geoid height was determined by GEOID03.
 JU0694
 JU0694.The dynamic height is computed by dividing the NAVD 88
 JU0694.geopotential number by the normal gravity value computed on the
 JU0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0694.degrees latitude (g = 980.6199 gals.).
 JU0694
 JU0694.The modeled gravity was interpolated from observed gravity values.
 JU0694
 JU0694;                    North         East    Units  Estimated Accuracy
 JU0694;SPC NJ       -   123,580.       98,420.      MT  (+/- 180 meters Scaled)
 JU0694
 JU0694                          SUPERSEDED SURVEY CONTROL
 JU0694
 JU0694  NGVD 29 (??/??/??)    2.748  (m)            9.02   (f) ADJUSTED    1 1
 JU0694
 JU0694.Superseded values are not recommended for survey control.
 JU0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0694.See file dsdata.txt to determine how the superseded data were derived.
 JU0694
 JU0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK911216(NAD 83)
 JU0694_MARKER: DB = BENCH MARK DISK
 JU0694_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU0694_SP_SET: RAILROAD BRIDGE ABUTMENT
 JU0694_STAMPING: R 63 1963
 JU0694_MARK LOGO: CGS   
 JU0694_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0694_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0694+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1995
 JU0694
 JU0694  HISTORY     - Date     Condition        Report By
 JU0694  HISTORY     - 1963     MONUMENTED       CGS
 JU0694  HISTORY     - 1964     GOOD             CGS
 JU0694  HISTORY     - 19951206 GOOD             NJGS
 JU0694
 JU0694                          STATION DESCRIPTION
 JU0694
 JU0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0694'0.5 MI NE FROM CAMDEN.
 JU0694'0.5 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE CENTER
 JU0694'JUNCTION TOWER AT CAMDEN, AT THE RAILROAD BRIDGE OVER COOPER
 JU0694'RIVER, ABOUT 100 YARDS WEST OF COOPER SWITCH TOWER, ABOUT 60 YARDS
 JU0694'WEST OF THE CROSSING OF RIVER AVENUE, SET ON TOP OF THE SOUTH END
 JU0694'OF THE EAST CONCRETE ABUTMENT, 6 FEET SOUTH OF SOUTH RAIL, AND
 JU0694'ABOUT 4 FEET BELOW LEVEL OF TRACK.
 JU0694
 JU0694                          STATION RECOVERY (1995)
 JU0694
 JU0694'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 JU0694'THE STATION IS LOCATED IN THE CITY OF CAMDEN, AT THE SOUTH END OF THE
 JU0694'EAST CONCRETE CONRAIL FREIGHT RAILROAD BRIDGE ABUTMENT SPANNING THE
 JU0694'COOPER RIVER.  THE STATION IS ABOUT 120 FT (36.6 M) WEST OF RIVER
 JU0694'AVENUE AT THE RAILROAD GRADE CROSSING, 6 FT (1.8 M) SOUTH OF THE SOUTH
 JU0694'RAIL AND 4 FT (1.2 M) BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0524 ***********************************************************************
 JU0524  DESIGNATION -  R 64
 JU0524  PID         -  JU0524
 JU0524  STATE/COUNTY-  NJ/ATLANTIC
 JU0524  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0524
 JU0524                         *CURRENT SURVEY CONTROL
 JU0524  ___________________________________________________________________
 JU0524* NAD 83(1986)-  39 27 25.     (N)    074 35 04.     (W)     SCALED    
 JU0524* NAVD 88     -        22.199  (meters)      72.83   (feet)  ADJUSTED  
 JU0524  ___________________________________________________________________
 JU0524  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JU0524  DYNAMIC HT  -          22.188 (meters)      72.80  (feet)  COMP
 JU0524  MODELED GRAV-     980,125.1   (mgal)                       NAVD 88
 JU0524
 JU0524  VERT ORDER  -  FIRST     CLASS I
 JU0524
 JU0524.This mark is at Atlantic City Intl Airport (ACY)
 JU0524
 JU0524.The horizontal coordinates were scaled from a topographic map and have
 JU0524.an estimated accuracy of +/- 6 seconds.
 JU0524
 JU0524.The orthometric height was determined by differential leveling
 JU0524.and adjusted by the National Geodetic Survey in June 1991..
 JU0524
 JU0524.The geoid height was determined by GEOID03.
 JU0524
 JU0524.The dynamic height is computed by dividing the NAVD 88
 JU0524.geopotential number by the normal gravity value computed on the
 JU0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0524.degrees latitude (g = 980.6199 gals.).
 JU0524
 JU0524.The modeled gravity was interpolated from observed gravity values.
 JU0524
 JU0524;                    North         East    Units  Estimated Accuracy
 JU0524;SPC NJ       -    69,230.      142,730.      MT  (+/- 180 meters Scaled)
 JU0524
 JU0524                          SUPERSEDED SURVEY CONTROL
 JU0524
 JU0524  NGVD 29 (??/??/??)   22.580  (m)           74.08   (f) ADJUSTED    1 1
 JU0524
 JU0524.Superseded values are not recommended for survey control.
 JU0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0524.See file dsdata.txt to determine how the superseded data were derived.
 JU0524
 JU0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ357675(NAD 83)
 JU0524_MARKER: DB = BENCH MARK DISK
 JU0524_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU0524_SP_SET: BUILDING
 JU0524_STAMPING: R 64 1963
 JU0524_MARK LOGO: CGS   
 JU0524_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0524+STABILITY: SURFACE MOTION
 JU0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0524+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1995
 JU0524
 JU0524  HISTORY     - Date     Condition        Report By
 JU0524  HISTORY     - 1963     MONUMENTED       CGS
 JU0524  HISTORY     - 1964     GOOD             CGS
 JU0524  HISTORY     - 1973     GOOD             NGS
 JU0524  HISTORY     - 1981     GOOD             USGS
 JU0524  HISTORY     - 19950228 GOOD             NGS
 JU0524
 JU0524                          STATION DESCRIPTION
 JU0524
 JU0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0524'1.6 MI SW FROM POMANA.
 JU0524'AT THE NATIONAL AVIATION FACILITIES EXPERIMENTAL CENTER, SET
 JU0524'VERTICALLY IN THE SOUTHEAST FACE OF THE CONCRETE FOUNDATION OF THE
 JU0524'CONTROL TOWER, 1 FOOT SOUTHWEST OF THE NORTHEAST CORNER OF THE
 JU0524'FOUNDATION AND 2.5 FEET ABOVE THE LEVEL OF THE GROUND.
 JU0524
 JU0524                          STATION RECOVERY (1973)
 JU0524
 JU0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JU0524'RECOVERED IN GOOD CONDITION.
 JU0524
 JU0524                          STATION RECOVERY (1981)
 JU0524
 JU0524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 JU0524'RECOVERED IN GOOD CONDITION.
 JU0524
 JU0524                          STATION RECOVERY (1995)
 JU0524
 JU0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 JU0524'2.1 KM (1.30 MI) SOUTHWESTERLY ALONG COUNTY ROAD 575 FROM THE JUNCTION
 JU0524'OF U.S.  HIGHWAY 30 IN POMONA, THENCE 1.4 KM (0.85 MI) SOUTHEASTERLY
 JU0524'ALONG TILTON ROAD, THENCE 0.5 KM (0.30 MI) EASTERLY THROUGH A LOCKED
 JU0524'GATE AND ALONG THE OLD ENTRANCE ROAD TO THE AIRPORT, SET VERTICALLY IN
 JU0524'THE SOUTHEAST FACE OF THE ABANDONED AIRPORT CONTROL TOWER, 140.0 M
 JU0524'(459.3 FT) SOUTH OF THE CENTER OF THE EASTBOUND LANES OF THE ENTANCE
 JU0524'ROAD, 0.3 M (1.0 FT) SOUTHWEST OF THE EAST CORNER OF THE TOWER, AND
 JU0524'0.7 M (2.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MARK IS ON
 JU0524'PROPERTY OWNED BY THE ATLANTIC CITY AIRPORT, ATLANTIC CITY, NJ 08405,
 JU0524'TELEPHONE NUMBER (609) 485-6821.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0343 ***********************************************************************
 JU0343  DESIGNATION -  R 65
 JU0343  PID         -  JU0343
 JU0343  STATE/COUNTY-  NJ/ATLANTIC
 JU0343  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0343
 JU0343                         *CURRENT SURVEY CONTROL
 JU0343  ___________________________________________________________________
 JU0343* NAD 83(1986)-  39 25 04.     (N)    074 30 44.     (W)     SCALED    
 JU0343* NAVD 88     -         3.365  (meters)      11.04   (feet)  ADJUSTED  
 JU0343  ___________________________________________________________________
 JU0343  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JU0343  DYNAMIC HT  -           3.363 (meters)      11.03  (feet)  COMP
 JU0343  MODELED GRAV-     980,118.8   (mgal)                       NAVD 88
 JU0343
 JU0343  VERT ORDER  -  FIRST     CLASS I
 JU0343
 JU0343.The horizontal coordinates were scaled from a topographic map and have
 JU0343.an estimated accuracy of +/- 6 seconds.
 JU0343
 JU0343.The orthometric height was determined by differential leveling
 JU0343.and adjusted by the National Geodetic Survey in June 1991..
 JU0343
 JU0343.The geoid height was determined by GEOID03.
 JU0343
 JU0343.The dynamic height is computed by dividing the NAVD 88
 JU0343.geopotential number by the normal gravity value computed on the
 JU0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0343.degrees latitude (g = 980.6199 gals.).
 JU0343
 JU0343.The modeled gravity was interpolated from observed gravity values.
 JU0343
 JU0343;                    North         East    Units  Estimated Accuracy
 JU0343;SPC NJ       -    64,880.      148,950.      MT  (+/- 180 meters Scaled)
 JU0343
 JU0343                          SUPERSEDED SURVEY CONTROL
 JU0343
 JU0343  NGVD 29 (04/16/92)    3.754  (m)           12.32   (f) ADJUSTED    1 1
 JU0343
 JU0343.Superseded values are not recommended for survey control.
 JU0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0343.See file dsdata.txt to determine how the superseded data were derived.
 JU0343
 JU0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ419632(NAD 83)
 JU0343_MARKER: DB = BENCH MARK DISK
 JU0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0343_STAMPING: R 65 1964
 JU0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0343+STABILITY: SURFACE MOTION
 JU0343
 JU0343  HISTORY     - Date     Condition        Report By
 JU0343  HISTORY     - 1964     MONUMENTED       CGS
 JU0343  HISTORY     - 1979     GOOD             NGS
 JU0343
 JU0343                          STATION DESCRIPTION
 JU0343
 JU0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0343'AT ABSECON.
 JU0343'AT ABSECON, ABOUT 0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY 9 FROM
 JU0343'THE JUNCTION OF U.S. HIGHWAY 30, AT THE MC GINNIS AIRPORT, 301
 JU0343'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 69 FEET
 JU0343'SOUTHEAST OF THE EAST CORNER OF A CONCRETE BLOCK HANGAR,
 JU0343'163 FEET SOUTH OF THE CENTER OF THE EAST-WEST RUNWAY, 4.4 FEET
 JU0343'NORTHEAST OF THE SOUTHWEST ONE OF SEVERAL WOODEN POST THAT
 JU0343'SUPPORTS A CABLE WHICH SERVES AS A FENCE, 71.1 FEET SOUTHEAST
 JU0343'OF BENCH MARK S 65 DESCRIBED, 1.9 FEET SOUTHWEST OF A METAL
 JU0343'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 JU0343'ABOUT 0.1 FOOT.
 JU0343
 JU0343                          STATION RECOVERY (1979)
 JU0343
 JU0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0082 ***********************************************************************
 JU0082  DESIGNATION -  R 66
 JU0082  PID         -  JU0082
 JU0082  STATE/COUNTY-  NJ/OCEAN
 JU0082  USGS QUAD   -  WEST CREEK (1972)
 JU0082
 JU0082                         *CURRENT SURVEY CONTROL
 JU0082  ___________________________________________________________________
 JU0082* NAD 83(1986)-  39 40 48.     (N)    074 16 13.     (W)     SCALED    
 JU0082* NAVD 88     -         5.822  (meters)      19.10   (feet)  ADJUSTED  
 JU0082  ___________________________________________________________________
 JU0082  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JU0082  DYNAMIC HT  -           5.820 (meters)      19.09  (feet)  COMP
 JU0082  MODELED GRAV-     980,161.5   (mgal)                       NAVD 88
 JU0082
 JU0082  VERT ORDER  -  FIRST     CLASS I
 JU0082
 JU0082.The horizontal coordinates were scaled from a topographic map and have
 JU0082.an estimated accuracy of +/- 6 seconds.
 JU0082
 JU0082.The orthometric height was determined by differential leveling
 JU0082.and adjusted by the National Geodetic Survey in June 1991..
 JU0082
 JU0082.The geoid height was determined by GEOID03.
 JU0082
 JU0082.The dynamic height is computed by dividing the NAVD 88
 JU0082.geopotential number by the normal gravity value computed on the
 JU0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0082.degrees latitude (g = 980.6199 gals.).
 JU0082
 JU0082.The modeled gravity was interpolated from observed gravity values.
 JU0082
 JU0082;                    North         East    Units  Estimated Accuracy
 JU0082;SPC NJ       -    94,010.      169,710.      MT  (+/- 180 meters Scaled)
 JU0082
 JU0082                          SUPERSEDED SURVEY CONTROL
 JU0082
 JU0082  NGVD 29 (04/16/92)    6.204  (m)           20.35   (f) ADJUSTED    1 1
 JU0082
 JU0082.Superseded values are not recommended for survey control.
 JU0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0082.See file dsdata.txt to determine how the superseded data were derived.
 JU0082
 JU0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ625924(NAD 83)
 JU0082_MARKER: DB = BENCH MARK DISK
 JU0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0082_SP_SET: BRIDGE
 JU0082_STAMPING: R 66 1964
 JU0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0082
 JU0082  HISTORY     - Date     Condition        Report By
 JU0082  HISTORY     - 1964     MONUMENTED       CGS
 JU0082  HISTORY     - 1979     GOOD             NGS
 JU0082  HISTORY     - 1985     GOOD             USPSQD
 JU0082  HISTORY     - 19941010 MARK NOT FOUND   USPSQD
 JU0082  HISTORY     - 19950201 MARK NOT FOUND   NJGS
 JU0082
 JU0082                          STATION DESCRIPTION
 JU0082
 JU0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0082'1.2 MI SW FROM MANAHAWKIN.
 JU0082'ABOUT 1.25 MILE SOUTHWEST ALONG U.S. HIGHWAY 9 FROM THE JUNCTION
 JU0082'OF STATE HIGHWAY 72 AT MANAHAWKIN, SET IN THE TOP OF THE SOUTH
 JU0082'END OF THE EAST CONCRETE ABUTMENT OF A 10-FOOT CONCRETE HIGHWAY
 JU0082'BRIDGE OVER CEDAR CREEK, 22.5 FEET SOUTH OF THE CENTER LINE OF
 JU0082'THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 JU0082
 JU0082                          STATION RECOVERY (1979)
 JU0082
 JU0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0082'RECOVERED IN GOOD CONDITION.
 JU0082
 JU0082                          STATION RECOVERY (1985)
 JU0082
 JU0082'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHF)
 JU0082'RECOVERED IN GOOD CONDITION.
 JU0082
 JU0082                          STATION RECOVERY (1994)
 JU0082
 JU0082'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0082'MARK NOT FOUND.
 JU0082
 JU0082                          STATION RECOVERY (1995)
 JU0082
 JU0082'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0082'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0082'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0167 ***********************************************************************
 JU0167  DESIGNATION -  R 67
 JU0167  PID         -  JU0167
 JU0167  STATE/COUNTY-  NJ/OCEAN
 JU0167  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0167
 JU0167                         *CURRENT SURVEY CONTROL
 JU0167  ___________________________________________________________________
 JU0167* NAD 83(1986)-  39 43 15.     (N)    074 07 38.     (W)     SCALED    
 JU0167* NAVD 88     -         0.738  (meters)       2.42   (feet)  ADJUSTED  
 JU0167  ___________________________________________________________________
 JU0167  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JU0167  DYNAMIC HT  -           0.737 (meters)       2.42  (feet)  COMP
 JU0167  MODELED GRAV-     980,159.0   (mgal)                       NAVD 88
 JU0167  OBS GRAVITY -     980,162.2   (mgal)                       GRAV_OBS
 JU0167
 JU0167  VERT ORDER  -  FIRST     CLASS II
 JU0167
 JU0167.The horizontal coordinates were scaled from a topographic map and have
 JU0167.an estimated accuracy of +/- 6 seconds.
 JU0167
 JU0167.The orthometric height was determined by differential leveling
 JU0167.and adjusted by the National Geodetic Survey in March 2005..
 JU0167
 JU0167.The geoid height was determined by GEOID03.
 JU0167
 JU0167.The dynamic height is computed by dividing the NAVD 88
 JU0167.geopotential number by the normal gravity value computed on the
 JU0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0167.degrees latitude (g = 980.6199 gals.).
 JU0167
 JU0167.The modeled gravity was interpolated from observed gravity values.
 JU0167.The observed gravity was obtained from relative gravimeter ties
 JU0167.to the IGSN71 gravity network.
 JU0167
 JU0167;                    North         East    Units  Estimated Accuracy
 JU0167;SPC NJ       -    98,590.      181,960.      MT  (+/- 180 meters Scaled)
 JU0167
 JU0167                          SUPERSEDED SURVEY CONTROL
 JU0167
 JU0167  NAVD 88 (06/15/91)    0.845  (m)            2.77   (f) UNKNOWN     1 1
 JU0167  NGVD 29 (??/??/??)    1.228  (m)            4.03   (f) ADJUSTED    1 1
 JU0167
 JU0167.Superseded values are not recommended for survey control.
 JU0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0167.See file dsdata.txt to determine how the superseded data were derived.
 JU0167
 JU0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ748971(NAD 83)
 JU0167_MARKER: DB = BENCH MARK DISK
 JU0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0167_STAMPING: R 67 1964
 JU0167_MARK LOGO: CGS   
 JU0167_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0167+STABILITY: SURFACE MOTION
 JU0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0167+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 JU0167
 JU0167  HISTORY     - Date     Condition        Report By
 JU0167  HISTORY     - 1964     MONUMENTED       CGS
 JU0167  HISTORY     - 19870120 GOOD             USPSQD
 JU0167  HISTORY     - 20010606 GOOD             NJGS
 JU0167  HISTORY     - 20060421 GOOD             GEOCAC
 JU0167
 JU0167                          STATION DESCRIPTION
 JU0167
 JU0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0167'AT HARVEY CEDARS.
 JU0167'ON LONG BEACH ISLAND, AT HARVEY CEDARS, ABOUT 1.15 MILES NORTHEAST
 JU0167'ALONG LONG BEACH BOULEVARD AND CENTRAL AVENUE FROM THE HARVEY
 JU0167'CEDARS POST OFFICE, AT THE JUNCTION OF LA BAIA STREET, 130.5 FEET
 JU0167'NORTHWEST OF THE CENTER LINE OF THE BOULEVARD, 18.0 FEET SOUTHWEST
 JU0167'OF THE CENTER LINE OF THE STREET, 55.5 FEET EAST OF THE EAST
 JU0167'CORNER OF A HOUSE, 3.0 FEET SOUTH-SOUTHEAST OF POWER POLE P 27469,
 JU0167'1.4 FEET NORTHWEST OF A METAL WITNESS POST AND SET IN THE TOP
 JU0167'OF A CONCRETE POST ABOUT 0.1 FOOT UNDERGROUND.
 JU0167
 JU0167                          STATION RECOVERY (1987)
 JU0167
 JU0167'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0167'RECOVERED IN GOOD CONDITION.
 JU0167
 JU0167                          STATION RECOVERY (2001)
 JU0167
 JU0167'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0167'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS
 JU0167'LOCATED IN LONG BEACH TOWNSHIP IN THE COMMUNITY OF LOVELADIES ON THE
 JU0167'SOUTHWEST SIDE OF LA BAIA STREET.  TO REACH THE STATION FROM THE
 JU0167'INTERSECTION OF THE WESTBOUND LANES OF STATE ROUTE 72 AND LONG BEACH
 JU0167'BOULEVARD IN THE BOROUGH OF SHIP BOTTOM, GO NORTHEAST ON LONG BEACH
 JU0167'BOULEVARD FOR 5.60 MI (9.01 KM) TO THE INTERSECTION WITH LA BAIA
 JU0167'STREET ON THE LEFT.  TURN LEFT AND GO NORTHWEST ON LA BAIA STREET FOR
 JU0167'ABOUT 35 M (114.8 FT) TO THE STATION ON THE LEFT, SET ABOUT 0.3 M (1.0
 JU0167'FT) BELOW THE GROUND BETWEEN HOUSE NUMBERS 1 AND 3.  THE STATION IS
 JU0167'6.1 M (20.0 FT) SOUTHWEST FROM THE CENTERLINE OF LA BAIA STREET, 0.7 M
 JU0167'(2.3 FT) SOUTHWEST FROM WOOD UTILITY POLE NUMBER P27469, 34.5 M (113.2
 JU0167'FT) NORTHWEST FROM THE CENTERLINE OF THE SOUTHBOUND LANES OF LONG
 JU0167'BEACH BOULEVARD, 18.2 M (59.7 FT) EAST NORTHEAST FROM THE SOUTHEAST
 JU0167'CORNER OF A THREE STORY FRAME DWELLING, HOUSE NUMBER 3 AND 0.3 M (1.0
 JU0167'FT) NORTHEAST FROM A METAL WITNESS POST AND SIGN.
 JU0167
 JU0167                          STATION RECOVERY (2006)
 JU0167
 JU0167'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0167'THE DISK IS 1.0 FEET BELOW THE SURFACE. HANDHELD COORDINATES ARE
 JU0167'N39-43-15.42 W074-07-39.84.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0032 ***********************************************************************
 JU0032  DESIGNATION -  R 68
 JU0032  PID         -  JU0032
 JU0032  STATE/COUNTY-  NJ/OCEAN
 JU0032  USGS QUAD   -  TOMS RIVER (1989)
 JU0032
 JU0032                         *CURRENT SURVEY CONTROL
 JU0032  ___________________________________________________________________
 JU0032* NAD 83(1986)-  39 57 07.     (N)    074 11 12.     (W)     SCALED    
 JU0032* NAVD 88     -         7.644  (meters)      25.08   (feet)  ADJUSTED  
 JU0032  ___________________________________________________________________
 JU0032  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU0032  DYNAMIC HT  -           7.641 (meters)      25.07  (feet)  COMP
 JU0032  MODELED GRAV-     980,161.1   (mgal)                       NAVD 88
 JU0032
 JU0032  VERT ORDER  -  FIRST     CLASS I
 JU0032
 JU0032.The horizontal coordinates were scaled from a topographic map and have
 JU0032.an estimated accuracy of +/- 6 seconds.
 JU0032
 JU0032.The orthometric height was determined by differential leveling
 JU0032.and adjusted by the National Geodetic Survey in June 1991..
 JU0032
 JU0032.The geoid height was determined by GEOID03.
 JU0032
 JU0032.The dynamic height is computed by dividing the NAVD 88
 JU0032.geopotential number by the normal gravity value computed on the
 JU0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0032.degrees latitude (g = 980.6199 gals.).
 JU0032
 JU0032.The modeled gravity was interpolated from observed gravity values.
 JU0032
 JU0032;                    North         East    Units  Estimated Accuracy
 JU0032;SPC NJ       -   124,230.      176,770.      MT  (+/- 180 meters Scaled)
 JU0032
 JU0032                          SUPERSEDED SURVEY CONTROL
 JU0032
 JU0032  NGVD 29 (04/16/92)    8.000  (m)           26.25   (f) ADJUSTED    1 1
 JU0032
 JU0032.Superseded values are not recommended for survey control.
 JU0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0032.See file dsdata.txt to determine how the superseded data were derived.
 JU0032
 JU0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK694227(NAD 83)
 JU0032_MARKER: DB = BENCH MARK DISK
 JU0032_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JU0032+WITH SETTING: INTO GROUND
 JU0032_SP_SET: 120 FEET
 JU0032_STAMPING: R 68 1964
 JU0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0032+STABILITY: SURFACE MOTION
 JU0032
 JU0032  HISTORY     - Date     Condition        Report By
 JU0032  HISTORY     - 1964     MONUMENTED       CGS
 JU0032  HISTORY     - 1979     GOOD             NGS
 JU0032  HISTORY     - 1987     GOOD             USPSQD
 JU0032  HISTORY     - 1987     GOOD             USPSQD
 JU0032  HISTORY     - 19940726 MARK NOT FOUND   USPSQD
 JU0032
 JU0032                          STATION DESCRIPTION
 JU0032
 JU0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0032'AT TOMS RIVER.
 JU0032'AT TOMS RIVER, AT THE JUNCTION OF WASHINGTON STREET AND CENTRAL
 JU0032'AVENUE, 41 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 56 FEET
 JU0032'SOUTHEAST OF POWER POLE 45188, 12.5 FEET SOUTH OF THE SOUTH CURB
 JU0032'OF WASHINGTON STREET, 3.0 FEET SOUTH OF THE SOUTH EDGE OF THE
 JU0032'SIDEWALK, 3.0 FEET WEST OF THE NORTHEAST CORNER OF A BOARD FENCE,
 JU0032'0.8 FOOT NORTH OF THE FENCE, 92.0 FEET NORTHWEST OF THE NORTHWEST
 JU0032'CORNER OF HOUSE NO. 405, AND IS A DISK ON TOP OF A COPPER COATED
 JU0032'STEEL ROD FLUSH AND PROTECTED BY A 8 INCH SQUARE TILE FLUSH.  THE
 JU0032'ROD WAS DRIVEN TO A DEPTH OF 120 FEET.
 JU0032
 JU0032                          STATION RECOVERY (1979)
 JU0032
 JU0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0032'NOTE--DISK HAS BEEN BENT DOWN ON ONE EDGE, SHOULD STILL BE CONSIDERED
 JU0032'A GOOD MARK.
 JU0032
 JU0032                          STATION RECOVERY (1987)
 JU0032
 JU0032'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0032'RECOVERED IN GOOD CONDITION.
 JU0032
 JU0032                          STATION RECOVERY (1987)
 JU0032
 JU0032'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0032'RECOVERED IN GOOD CONDITION.
 JU0032
 JU0032                          STATION RECOVERY (1994)
 JU0032
 JU0032'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0816 ***********************************************************************
 KV0816  DESIGNATION -  R 69
 KV0816  PID         -  KV0816
 KV0816  STATE/COUNTY-  NJ/MONMOUTH
 KV0816  USGS QUAD   -  ASBURY PARK (1989)
 KV0816
 KV0816                         *CURRENT SURVEY CONTROL
 KV0816  ___________________________________________________________________
 KV0816* NAD 83(1986)-  40 09 38.     (N)    074 01 59.     (W)     SCALED    
 KV0816* NAVD 88     -         6.117  (meters)      20.07   (feet)  ADJUSTED  
 KV0816  ___________________________________________________________________
 KV0816  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV0816  DYNAMIC HT  -           6.114 (meters)      20.06  (feet)  COMP
 KV0816  MODELED GRAV-     980,163.6   (mgal)                       NAVD 88
 KV0816  OBS GRAVITY -     980,161.9   (mgal)                       GRAV_OBS
 KV0816
 KV0816  VERT ORDER  -  FIRST     CLASS I
 KV0816
 KV0816.The horizontal coordinates were scaled from a topographic map and have
 KV0816.an estimated accuracy of +/- 6 seconds.
 KV0816
 KV0816.The orthometric height was determined by differential leveling
 KV0816.and adjusted by the National Geodetic Survey in June 1991..
 KV0816
 KV0816.The geoid height was determined by GEOID03.
 KV0816
 KV0816.The dynamic height is computed by dividing the NAVD 88
 KV0816.geopotential number by the normal gravity value computed on the
 KV0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0816.degrees latitude (g = 980.6199 gals.).
 KV0816
 KV0816.The modeled gravity was interpolated from observed gravity values.
 KV0816.The observed gravity was obtained from relative gravimeter ties
 KV0816.to the IGSN71 gravity network.
 KV0816
 KV0816;                    North         East    Units  Estimated Accuracy
 KV0816;SPC NJ       -   147,450.      189,780.      MT  (+/- 180 meters Scaled)
 KV0816
 KV0816                          SUPERSEDED SURVEY CONTROL
 KV0816
 KV0816  NGVD 29 (04/16/92)    6.447  (m)           21.15   (f) ADJUSTED    1 1
 KV0816
 KV0816.Superseded values are not recommended for survey control.
 KV0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0816.See file dsdata.txt to determine how the superseded data were derived.
 KV0816
 KV0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK823460(NAD 83)
 KV0816_MARKER: DB = BENCH MARK DISK
 KV0816_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV0816_SP_SET: 48 FEET
 KV0816_STAMPING: R 69 1964
 KV0816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0816
 KV0816  HISTORY     - Date     Condition        Report By
 KV0816  HISTORY     - 1964     MONUMENTED       CGS
 KV0816  HISTORY     - 1968     GOOD             LOCSUR
 KV0816  HISTORY     - 1979     GOOD             NGS
 KV0816  HISTORY     - 1984     POOR             USPSQD
 KV0816  HISTORY     - 1987     POOR             USPSQD
 KV0816  HISTORY     - 19920809 MARK NOT FOUND   USPSQD
 KV0816
 KV0816                          STATION DESCRIPTION
 KV0816
 KV0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0816'0.7 MI N FROM SPRING LAKE.
 KV0816'0.7 MILE NORTH ALONG THE NEW YORK AND LONG BRANCH RAILROAD FROM
 KV0816'THE STATION AT SPRING LAKE, NEAR THE CROSSING OF CHURCH STREET,
 KV0816'33 FEET WEST OF THE WEST RAIL OF THE SOUTH-BOUND TRACK, 107 FEET
 KV0816'NORTHWEST OF THE APPROXIMATE CENTER OF THE CROSSING, 2 1/2 FEET
 KV0816'SOUTH OF A POWER LINE POLE NO. 24, 30 FEET SOUTHWEST OF TELEPHONE
 KV0816'POLE NO. 24819, 2.4 FEET SOUTH OF A METAL WITNESS POST, A DISK
 KV0816'ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 1 INCH ABOVE
 KV0816'THE LEVEL OF THE GROUND AND PROTECTED BY AN 8-INCH TILE WHICH
 KV0816'PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 KV0816'DRIVEN TO A DEPTH OF 48 FEET.
 KV0816
 KV0816                          STATION RECOVERY (1968)
 KV0816
 KV0816'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 KV0816'RECOVERED IN GOOD CONDITION.
 KV0816
 KV0816                          STATION RECOVERY (1979)
 KV0816
 KV0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0816'RECOVERED IN GOOD CONDITION.
 KV0816
 KV0816                          STATION RECOVERY (1984)
 KV0816
 KV0816'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0816'NOTE:--MARK BADLY BENT--ROD PARTLY PULLED OUT OF TILE WHICH IS
 KV0816'TIPPED. MARK ABOUT 4 FT. SOUTH OF POLE 24.
 KV0816
 KV0816                          STATION RECOVERY (1987)
 KV0816
 KV0816'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWM)
 KV0816'MARK RECOVERED IN POOR CONDITION.
 KV0816
 KV0816                          STATION RECOVERY (1992)
 KV0816
 KV0816'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0172 ***********************************************************************
 JU0172  DESIGNATION -  R 7
 JU0172  PID         -  JU0172
 JU0172  STATE/COUNTY-  NJ/OCEAN
 JU0172  USGS QUAD   -  LONG BEACH NE (1977)
 JU0172
 JU0172                         *CURRENT SURVEY CONTROL
 JU0172  ___________________________________________________________________
 JU0172* NAD 83(1986)-  39 44 20.     (N)    074 07 04.     (W)     SCALED    
 JU0172* NAVD 88     -         1.237  (meters)       4.06   (feet)  ADJUSTED  
 JU0172  ___________________________________________________________________
 JU0172  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JU0172  DYNAMIC HT  -           1.237 (meters)       4.06  (feet)  COMP
 JU0172  MODELED GRAV-     980,160.3   (mgal)                       NAVD 88
 JU0172
 JU0172  VERT ORDER  -  FIRST     CLASS II
 JU0172
 JU0172.The horizontal coordinates were scaled from a topographic map and have
 JU0172.an estimated accuracy of +/- 6 seconds.
 JU0172
 JU0172.The orthometric height was determined by differential leveling
 JU0172.and adjusted by the National Geodetic Survey in June 1991..
 JU0172
 JU0172.The geoid height was determined by GEOID03.
 JU0172
 JU0172.The dynamic height is computed by dividing the NAVD 88
 JU0172.geopotential number by the normal gravity value computed on the
 JU0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0172.degrees latitude (g = 980.6199 gals.).
 JU0172
 JU0172.The modeled gravity was interpolated from observed gravity values.
 JU0172
 JU0172;                    North         East    Units  Estimated Accuracy
 JU0172;SPC NJ       -   100,600.      182,760.      MT  (+/- 180 meters Scaled)
 JU0172
 JU0172                          SUPERSEDED SURVEY CONTROL
 JU0172
 JU0172  NGVD 29 (??/??/??)    1.649  (m)            5.41   (f) ADJUSTED    1 2
 JU0172
 JU0172.Superseded values are not recommended for survey control.
 JU0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0172.See file dsdata.txt to determine how the superseded data were derived.
 JU0172
 JU0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ755991(NAD 83)
 JU0172_MARKER: DB = BENCH MARK DISK
 JU0172_SETTING: 0 = UNSPECIFIED SETTING
 JU0172_STAMPING: R7 1930
 JU0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0172
 JU0172  HISTORY     - Date     Condition        Report By
 JU0172  HISTORY     - 1930     MONUMENTED       CGS
 JU0172  HISTORY     - 1950     GOOD             CGS
 JU0172  HISTORY     - 1964     MARK NOT FOUND   CGS
 JU0172  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0172  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU0172
 JU0172                          STATION DESCRIPTION
 JU0172
 JU0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JU0172'1.6 MI S FROM BARNEGAT CITY.
 JU0172'A.C.E. SYSTEM POLE NO.
 JU0172'8314 HAVING BEEN REMOVED AND THE CENTERLINE OF THE ROAD HAVING BEEN
 JU0172'CHANGED DUE TO WIDENING.  A NEW DESCRIPTION FOLLOWS-- IT IS 28.6
 JU0172'FEET SOUTHWEST OF TELEPHONE POLE NO. 254, 45.5 FEET NORTHWEST OF
 JU0172'CENTERLINE OF BEACH ROAD, AND 105.7 FEET NORTH OF CENTERLINE OF
 JU0172'BEACH ROAD AND GRAVEL ROAD RUNNING EAST TO A PRIVATE HOME.  IT
 JU0172'IS 6.9 MILES NORTH OF THE TRAFFIC CIRCLE AT THE JUNCTION OF THE
 JU0172'BEACH AND MANAHAWKIN ROADS.  NOTE-- BELIEVED TO BE
 JU0172'COVERED BY SAND OR DESTROYED.
 JU0172
 JU0172                          STATION RECOVERY (1964)
 JU0172
 JU0172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0172'MARK NOT FOUND.
 JU0172
 JU0172                          STATION RECOVERY (1987)
 JU0172
 JU0172'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0172'MARK NOT FOUND.
 JU0172
 JU0172                          STATION RECOVERY (2001)
 JU0172
 JU0172'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0172'THE STATION WAS NOT RECOVERED AT THIS TIME. ALL TIES ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0722 ***********************************************************************
 KV0722  DESIGNATION -  R 70
 KV0722  PID         -  KV0722
 KV0722  STATE/COUNTY-  NJ/MONMOUTH
 KV0722  USGS QUAD   -  SANDY HOOK (1981)
 KV0722
 KV0722                         *CURRENT SURVEY CONTROL
 KV0722  ___________________________________________________________________
 KV0722* NAD 83(1986)-  40 24 08.     (N)    074 02 38.     (W)     SCALED    
 KV0722* NAVD 88     -        54.047  (meters)     177.32   (feet)  ADJUSTED  
 KV0722  ___________________________________________________________________
 KV0722  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV0722  DYNAMIC HT  -          54.024 (meters)     177.24  (feet)  COMP
 KV0722  MODELED GRAV-     980,203.3   (mgal)                       NAVD 88
 KV0722
 KV0722  VERT ORDER  -  FIRST     CLASS II
 KV0722
 KV0722.The horizontal coordinates were scaled from a topographic map and have
 KV0722.an estimated accuracy of +/- 6 seconds.
 KV0722
 KV0722.The orthometric height was determined by differential leveling
 KV0722.and adjusted by the National Geodetic Survey in June 1991..
 KV0722
 KV0722.The geoid height was determined by GEOID03.
 KV0722
 KV0722.The dynamic height is computed by dividing the NAVD 88
 KV0722.geopotential number by the normal gravity value computed on the
 KV0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0722.degrees latitude (g = 980.6199 gals.).
 KV0722
 KV0722.The modeled gravity was interpolated from observed gravity values.
 KV0722
 KV0722;                    North         East    Units  Estimated Accuracy
 KV0722;SPC NJ       -   174,270.      188,720.      MT  (+/- 180 meters Scaled)
 KV0722
 KV0722                          SUPERSEDED SURVEY CONTROL
 KV0722
 KV0722  NGVD 29 (??/??/??)   54.407  (m)          178.50   (f) ADJUSTED    1 2
 KV0722
 KV0722.Superseded values are not recommended for survey control.
 KV0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0722.See file dsdata.txt to determine how the superseded data were derived.
 KV0722
 KV0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK811728(NAD 83)
 KV0722_MARKER: DB = BENCH MARK DISK
 KV0722_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0722_SP_SET: CONC BASE
 KV0722_STAMPING: R 70 1964
 KV0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0722
 KV0722  HISTORY     - Date     Condition        Report By
 KV0722  HISTORY     - 1964     MONUMENTED       CGS
 KV0722  HISTORY     - 1979     MARK NOT FOUND   NGS
 KV0722  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KV0722  HISTORY     - 19920728 MARK NOT FOUND   USPSQD
 KV0722
 KV0722                          STATION DESCRIPTION
 KV0722
 KV0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0722'AT ATLANTIC HIGHLANDS.
 KV0722'AT ATLANTIC HIGHLANDS, ABOUT 0.35 MILE SOUTH ALONG FIRST
 KV0722'AVENUE FROM THE INTERSECTION OF STATE HIGHWAY 36 AND FIRST
 KV0722'AVENUE, THENCE EAST 80 FEET ON HILLSIDE AVENUE, THENCE 0.15
 KV0722'MILE SOUTHWEST UP STEEP HILL WHICH IS SEPRENTINE AVENUE TO THE
 KV0722'AMERICAN TELEPHONE AND TELEGRAPH TOWER, 35.0 FEET NORTHEST OF THE
 KV0722'NORTHEAST CORNER OF BUILDING, 8.7 FEET WEST OF A STEEL WOVEN
 KV0722'FENCE, ABOUT 1 FOOT ABOVE THE GROUND AND SET IN THE TOP OF
 KV0722'THE SOUTHEAST CONCRETE BASE AT THE EAST CORNER OF BASE.
 KV0722
 KV0722                          STATION RECOVERY (1979)
 KV0722
 KV0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0722'MARK NOT FOUND.
 KV0722
 KV0722                          STATION RECOVERY (1986)
 KV0722
 KV0722'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0722'MARK NOT FOUND.
 KV0722
 KV0722                          STATION RECOVERY (1992)
 KV0722
 KV0722'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0060 ***********************************************************************
 KV0060  DESIGNATION -  R 71
 KV0060  PID         -  KV0060
 KV0060  STATE/COUNTY-  NJ/UNION
 KV0060  USGS QUAD   -  ROSELLE (1995)
 KV0060
 KV0060                         *CURRENT SURVEY CONTROL
 KV0060  ___________________________________________________________________
 KV0060* NAD 83(1986)-  40 38 41.     (N)    074 15 08.     (W)     SCALED    
 KV0060* NAVD 88     -        11.056  (meters)      36.27   (feet)  ADJUSTED  
 KV0060  ___________________________________________________________________
 KV0060  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV0060  DYNAMIC HT  -          11.051 (meters)      36.26  (feet)  COMP
 KV0060  MODELED GRAV-     980,214.3   (mgal)                       NAVD 88
 KV0060
 KV0060  VERT ORDER  -  FIRST     CLASS I
 KV0060
 KV0060.The horizontal coordinates were scaled from a topographic map and have
 KV0060.an estimated accuracy of +/- 6 seconds.
 KV0060
 KV0060.The orthometric height was determined by differential leveling
 KV0060.and adjusted by the National Geodetic Survey in June 1991..
 KV0060
 KV0060.The geoid height was determined by GEOID03.
 KV0060
 KV0060.The dynamic height is computed by dividing the NAVD 88
 KV0060.geopotential number by the normal gravity value computed on the
 KV0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0060.degrees latitude (g = 980.6199 gals.).
 KV0060
 KV0060.The modeled gravity was interpolated from observed gravity values.
 KV0060
 KV0060;                    North         East    Units  Estimated Accuracy
 KV0060;SPC NJ       -   201,130.      170,960.      MT  (+/- 180 meters Scaled)
 KV0060
 KV0060                          SUPERSEDED SURVEY CONTROL
 KV0060
 KV0060  NGVD 29 (04/16/92)   11.384  (m)           37.35   (f) ADJUSTED    1 1
 KV0060
 KV0060.Superseded values are not recommended for survey control.
 KV0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0060.See file dsdata.txt to determine how the superseded data were derived.
 KV0060
 KV0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK632995(NAD 83)
 KV0060_MARKER: DB = BENCH MARK DISK
 KV0060_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV0060_SP_SET: 17.5 FEET
 KV0060_STAMPING: R 71 1965
 KV0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0060
 KV0060  HISTORY     - Date     Condition        Report By
 KV0060  HISTORY     - 1965     MONUMENTED       CGS
 KV0060  HISTORY     - 20010423 GOOD             USPSQD
 KV0060
 KV0060                          STATION DESCRIPTION
 KV0060
 KV0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0060'AT LINDEN.
 KV0060'AT LINDEN, ALONG THE BALTIMORE AND OHIO RAILROAD, ABOUT 55 YARDS
 KV0060'EAST OF THE CROSSING OF ST. GEORGES AVENUE, NEAR THE JUNCTION OF
 KV0060'ST. GEORGES AVENUE AND BALTIMORE AVENUE, 41.5 FEET NORTHEAST OF
 KV0060'THE NORTHEAST RAIL, 49 FEET SOUTHEAST OF THE SOUTHEAST CURB OF
 KV0060'THE ST. GEORGES AVENUE, 21.0 FEET SOUTHWEST OF THE SOUTHWEST
 KV0060'CURB OF BALTIMORE AVENUE, 2 FEET NORTH OF THE WET CORNER OF A
 KV0060'CONCRETE BASE OF A LARGE METAL POLE SUPPORTING LINES FOR
 KV0060'ELECTRIC TRAINS, 1.4 FEET SOUTHWEST OF A METAL WITNESS POST,
 KV0060'ABOUT LEVEL WITH THE TRACK AND IS A DISK ON TOP OF A COPPER
 KV0060'COATED STEEL ROD PROJECTING 0.4 FOOT AND PROTECTED BY A 4 INCH
 KV0060'IRON PIPE PROJECTING 0.4 FOOT.  THE ROD WAS DRIVEN TO REFUSAL
 KV0060'AT A DEPTH OF 17.5 FEET.  NOTE-- THIS MARK MAY BE REACHED BY
 KV0060'GOING 0.25 MILE SOUTHWEST ALONG ST. GEORGES AVENUE FROM THE
 KV0060'INTERSECTION OF CHANDLER AVENUE AT ROSELLE.
 KV0060
 KV0060                          STATION RECOVERY (2001)
 KV0060
 KV0060'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0972 ***********************************************************************
 KV0972  DESIGNATION -  R 73
 KV0972  PID         -  KV0972
 KV0972  STATE/COUNTY-  NJ/MIDDLESEX
 KV0972  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV0972
 KV0972                         *CURRENT SURVEY CONTROL
 KV0972  ___________________________________________________________________
 KV0972* NAD 83(1986)-  40 22 31.     (N)    074 25 38.     (W)     SCALED    
 KV0972* NAVD 88     -        12.543  (meters)      41.15   (feet)  ADJUSTED  
 KV0972  ___________________________________________________________________
 KV0972  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KV0972  DYNAMIC HT  -          12.538 (meters)      41.14  (feet)  COMP
 KV0972  MODELED GRAV-     980,197.6   (mgal)                       NAVD 88
 KV0972
 KV0972  VERT ORDER  -  FIRST     CLASS II
 KV0972
 KV0972.The horizontal coordinates were scaled from a topographic map and have
 KV0972.an estimated accuracy of +/- 6 seconds.
 KV0972
 KV0972.The orthometric height was determined by differential leveling
 KV0972.and adjusted by the National Geodetic Survey in June 1991..
 KV0972
 KV0972.The geoid height was determined by GEOID03.
 KV0972
 KV0972.The dynamic height is computed by dividing the NAVD 88
 KV0972.geopotential number by the normal gravity value computed on the
 KV0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0972.degrees latitude (g = 980.6199 gals.).
 KV0972
 KV0972.The modeled gravity was interpolated from observed gravity values.
 KV0972
 KV0972;                    North         East    Units  Estimated Accuracy
 KV0972;SPC NJ       -   171,180.      156,180.      MT  (+/- 180 meters Scaled)
 KV0972
 KV0972                          SUPERSEDED SURVEY CONTROL
 KV0972
 KV0972  NGVD 29 (01/10/92)   12.872  (m)           42.23   (f) ADJUSTED    1 2
 KV0972
 KV0972.Superseded values are not recommended for survey control.
 KV0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0972.See file dsdata.txt to determine how the superseded data were derived.
 KV0972
 KV0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK486695(NAD 83)
 KV0972_MARKER: DB = BENCH MARK DISK
 KV0972_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0972_SP_SET: BRICK WALL
 KV0972_STAMPING: R 73 1974
 KV0972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0972
 KV0972  HISTORY     - Date     Condition        Report By
 KV0972  HISTORY     - 1974     MONUMENTED       NGS
 KV0972
 KV0972                          STATION DESCRIPTION
 KV0972
 KV0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV0972'AT HELMETTA.
 KV0972'AT HELMETTA, SET VERTICALLY IN THE NORTHEAST FACE OF THE BRICK
 KV0972'WALL OF THE POST OFFICE BUILDING, 5.5 FEET SOUTHEAST OF THE
 KV0972'NORTH CORNER, 46.4 FEET SOUTHEAST OF THE CENTER LINE OF MANALAPAN
 KV0972'ROAD, AND 3.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1137 ***********************************************************************
 KV1137  DESIGNATION -  R 74
 KV1137  PID         -  KV1137
 KV1137  STATE/COUNTY-  NJ/MERCER
 KV1137  USGS QUAD   -  TRENTON EAST (1981)
 KV1137
 KV1137                         *CURRENT SURVEY CONTROL
 KV1137  ___________________________________________________________________
 KV1137* NAD 83(1986)-  40 10 42.     (N)    074 40 14.     (W)     SCALED    
 KV1137* NAVD 88     -        20.718  (meters)      67.97   (feet)  ADJUSTED  
 KV1137  ___________________________________________________________________
 KV1137  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV1137  DYNAMIC HT  -          20.710 (meters)      67.95  (feet)  COMP
 KV1137  MODELED GRAV-     980,196.0   (mgal)                       NAVD 88
 KV1137
 KV1137  VERT ORDER  -  FIRST     CLASS II
 KV1137
 KV1137.The horizontal coordinates were scaled from a topographic map and have
 KV1137.an estimated accuracy of +/- 6 seconds.
 KV1137
 KV1137.The orthometric height was determined by differential leveling
 KV1137.and adjusted by the National Geodetic Survey in June 1991..
 KV1137
 KV1137.The geoid height was determined by GEOID03.
 KV1137
 KV1137.The dynamic height is computed by dividing the NAVD 88
 KV1137.geopotential number by the normal gravity value computed on the
 KV1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1137.degrees latitude (g = 980.6199 gals.).
 KV1137
 KV1137.The modeled gravity was interpolated from observed gravity values.
 KV1137
 KV1137;                    North         East    Units  Estimated Accuracy
 KV1137;SPC NJ       -   149,330.      135,480.      MT  (+/- 180 meters Scaled)
 KV1137
 KV1137                          SUPERSEDED SURVEY CONTROL
 KV1137
 KV1137  NGVD 29 (01/10/92)   21.045  (m)           69.05   (f) ADJUSTED    1 2
 KV1137
 KV1137.Superseded values are not recommended for survey control.
 KV1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1137.See file dsdata.txt to determine how the superseded data were derived.
 KV1137
 KV1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK280476(NAD 83)
 KV1137_MARKER: DB = BENCH MARK DISK
 KV1137_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV1137_SP_SET: BALUSTRADE
 KV1137_STAMPING: R 74 1974
 KV1137_MARK LOGO: NGS   
 KV1137_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1137+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 KV1137
 KV1137  HISTORY     - Date     Condition        Report By
 KV1137  HISTORY     - 1974     MONUMENTED       NGS
 KV1137  HISTORY     - 1984     GOOD             NJGS
 KV1137  HISTORY     - 19940507 GOOD             USPSQD
 KV1137  HISTORY     - 20020708 GOOD             NJGS
 KV1137
 KV1137                          STATION DESCRIPTION
 KV1137
 KV1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1137'AT YARDVILLE.
 KV1137'AT YARDVILLE, ON THE SOUTHEAST END OF NORTHEAST CONCRETE GUARDRAIL
 KV1137'OF YARDVILLE-ALLENTOWN ROAD OVERPASS OVER U.S. HIGHWAY 130, 27.5
 KV1137'FEET NORTHEAST OF CENTER LINE OF THE ROAD, ABOUT 20 FEET ABOVE THE
 KV1137'HIGHWAY AND 3.5 FEET ABOVE THE SIDEWALK.
 KV1137
 KV1137                          STATION RECOVERY (1984)
 KV1137
 KV1137'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1984
 KV1137'CHANGE DESC. ROAD IS SOUTH BROAD ST, NOT YARDVILLE-ALLENTOWN ROAD.
 KV1137
 KV1137                          STATION RECOVERY (1994)
 KV1137
 KV1137'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1137'RECOVERED IN GOOD CONDITION.
 KV1137
 KV1137                          STATION RECOVERY (2002)
 KV1137
 KV1137'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV1137'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS SET
 KV1137'FLUSH IN THE TOP
 KV1137'OF THE SOUTHEAST CONCRETE BALUSTRADE PYLON OF THE BRIDGE CARRYING
 KV1137'YARDVILLE
 KV1137'ALLENTOWN ROAD, COUNTY ROAD 524, OVER U.S. HIGHWAY 130, STRUCTURE
 KV1137'NUMBER 1122 156, M.P.
 KV1137'58.99.  THE STATION IS 27.5 FT NORTHEAST FROM THE CENTERLINE OF COUNTY
 KV1137'ROAD 524 AND ABOUT
 KV1137'3.5 FT ABOVE THE LEVEL OF THE SIDEWALK.
 KV1137' 
 KV1137'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0690 ***********************************************************************
 JU0690  DESIGNATION -  R 75
 JU0690  PID         -  JU0690
 JU0690  STATE/COUNTY-  NJ/CAMDEN
 JU0690  USGS QUAD   -  CAMDEN (1995)
 JU0690
 JU0690                         *CURRENT SURVEY CONTROL
 JU0690  ___________________________________________________________________
 JU0690* NAD 83(1986)-  39 58 35.     (N)    075 02 50.     (W)     SCALED    
 JU0690* NAVD 88     -         6.162  (meters)      20.22   (feet)  ADJUSTED  
 JU0690  ___________________________________________________________________
 JU0690  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JU0690  DYNAMIC HT  -           6.159 (meters)      20.21  (feet)  COMP
 JU0690  MODELED GRAV-     980,189.0   (mgal)                       NAVD 88
 JU0690
 JU0690  VERT ORDER  -  FIRST     CLASS II
 JU0690
 JU0690.The horizontal coordinates were scaled from a topographic map and have
 JU0690.an estimated accuracy of +/- 6 seconds.
 JU0690
 JU0690.The orthometric height was determined by differential leveling
 JU0690.and adjusted by the National Geodetic Survey in June 1991..
 JU0690
 JU0690.The geoid height was determined by GEOID03.
 JU0690
 JU0690.The dynamic height is computed by dividing the NAVD 88
 JU0690.geopotential number by the normal gravity value computed on the
 JU0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0690.degrees latitude (g = 980.6199 gals.).
 JU0690
 JU0690.The modeled gravity was interpolated from observed gravity values.
 JU0690
 JU0690;                    North         East    Units  Estimated Accuracy
 JU0690;SPC NJ       -   127,040.      103,260.      MT  (+/- 180 meters Scaled)
 JU0690
 JU0690                          SUPERSEDED SURVEY CONTROL
 JU0690
 JU0690  NGVD 29 (01/10/92)    6.483  (m)           21.27   (f) ADJUSTED    1 2
 JU0690
 JU0690.Superseded values are not recommended for survey control.
 JU0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0690.See file dsdata.txt to determine how the superseded data were derived.
 JU0690
 JU0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK959251(NAD 83)
 JU0690_MARKER: DV = VERTICAL CONTROL DISK
 JU0690_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0690_SP_SET: 48 FEET
 JU0690_STAMPING: R 75 1974
 JU0690_MARK LOGO: NGS   
 JU0690_PROJECTION: FLUSH
 JU0690_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0690+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2000
 JU0690
 JU0690  HISTORY     - Date     Condition        Report By
 JU0690  HISTORY     - 1974     MONUMENTED       NGS
 JU0690  HISTORY     - 19941120 GOOD             USPSQD
 JU0690  HISTORY     - 19990506 GOOD             STEWRT
 JU0690  HISTORY     - 20000706 GOOD             NJGS
 JU0690
 JU0690                          STATION DESCRIPTION
 JU0690
 JU0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JU0690'AT PENNSAUKEN.
 JU0690'AT PENNSAUKEN, AT THE SOUTHEAST END OF BETSY ROSS
 JU0690'(PHILADELPHIA-PENNSAUKEN) BRIDGE OVER THE DELAWARE RIVER, IN AN
 JU0690'ANGLE FORMED BY A BRICK AND CONCRETE SIDEWALK, 156.5 FEET EAST OF
 JU0690'THE NORTHEAST END OF THE TOLL PLAZA, 121.3 FEET SOUTH OF THE
 JU0690'SOUTH CORNER OF THE DELAWARE RIVER PORT AUTHORITY ADMINISTRATION
 JU0690'BUILDING, 114.3 FEET NORTHWEST OF THE NORTHWEST SIDE OF THE
 JU0690'ROUNDHOUSE, 66.6 FEET SOUTH OF A FIRE HYDRANT, 6.3 FEET NORTHEAST
 JU0690'OF THE NORTHEAST CURB OF THE HIGHWAY, 6.9 FEET SOUTHEAST OF A
 JU0690'FLAGPOLE, 0.9 FOOT NORTHEAST OF THE NORTHEAST EDGE OF THE CONCRETE
 JU0690'SIDEWALK, 0.7 FOOT NORTHWEST OF THE NORTHWEST EDGE OF THE BRICK
 JU0690'WALKWAY, A DISK ON THE TOP OF A 7/8-INCH COPPER COATED ROD DRIVEN
 JU0690'TO GRADUAL REFUSAL AT A DEPTH OF 48 FEET.  THE UPPER PORTION OF
 JU0690'THE ROD IS ENCASED IN A CONCRETE POST 0.4 FOOT UNDERGROUND.
 JU0690
 JU0690                          STATION RECOVERY (1994)
 JU0690
 JU0690'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0690'RECOVERED IN GOOD CONDITION.
 JU0690
 JU0690                          STATION RECOVERY (1999)
 JU0690
 JU0690'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1999 (JMS)
 JU0690'RECOVERED AS GOOD.
 JU0690
 JU0690                          STATION RECOVERY (2000)
 JU0690
 JU0690'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (FAC)
 JU0690'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  THE STATION IS
 JU0690'SURROUNDED AND PROTECTED BY A 1 FT (0.3 M) SQUARE METAL BOX WITH
 JU0690'ACCESS DOOR THAT PROJECTS ABOUT 1 FT (0.3 M) ABOVE THE GROUND.  THE
 JU0690'EDGES OF THE DISK ARE BENT, BUT THE DATUM POINT IS STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2933 ***********************************************************************
 KV2933  DESIGNATION -  R 77
 KV2933  PID         -  KV2933
 KV2933  STATE/COUNTY-  NJ/HUNTERDON
 KV2933  USGS QUAD   -  HIGH BRIDGE (1970)
 KV2933
 KV2933                         *CURRENT SURVEY CONTROL
 KV2933  ___________________________________________________________________
 KV2933* NAD 83(1986)-  40 38 29.     (N)    074 52 52.     (W)     SCALED    
 KV2933* NAVD 88     -        92.374  (meters)     303.06   (feet)  ADJUSTED  
 KV2933  ___________________________________________________________________
 KV2933  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KV2933  DYNAMIC HT  -          92.332 (meters)     302.93  (feet)  COMP
 KV2933  MODELED GRAV-     980,164.2   (mgal)                       NAVD 88
 KV2933
 KV2933  VERT ORDER  -  FIRST     CLASS II
 KV2933
 KV2933.The horizontal coordinates were scaled from a topographic map and have
 KV2933.an estimated accuracy of +/- 6 seconds.
 KV2933
 KV2933.The orthometric height was determined by differential leveling
 KV2933.and adjusted by the National Geodetic Survey in June 1991..
 KV2933
 KV2933.The geoid height was determined by GEOID03.
 KV2933
 KV2933.The dynamic height is computed by dividing the NAVD 88
 KV2933.geopotential number by the normal gravity value computed on the
 KV2933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2933.degrees latitude (g = 980.6199 gals.).
 KV2933
 KV2933.The modeled gravity was interpolated from observed gravity values.
 KV2933
 KV2933;                    North         East    Units  Estimated Accuracy
 KV2933;SPC NJ       -   200,800.      117,770.      MT  (+/- 180 meters Scaled)
 KV2933
 KV2933                          SUPERSEDED SURVEY CONTROL
 KV2933
 KV2933  NGVD 29 (01/10/92)   92.613  (m)          303.85   (f) ADJUSTED    1 2
 KV2933
 KV2933.Superseded values are not recommended for survey control.
 KV2933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2933.See file dsdata.txt to determine how the superseded data were derived.
 KV2933
 KV2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK100989(NAD 83)
 KV2933_MARKER: DB = BENCH MARK DISK
 KV2933_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2933_SP_SET: STAINLESS STEEL ROD
 KV2933_STAMPING: R 77 1978
 KV2933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2933
 KV2933  HISTORY     - Date     Condition        Report By
 KV2933  HISTORY     - 1978     MONUMENTED       NGS
 KV2933
 KV2933                          STATION DESCRIPTION
 KV2933
 KV2933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2933'IN ANNANDALE.
 KV2933'AT THE POST OFFICE IN ANNANDALE, 28.5 FEET EAST OF THE CENTER OF
 KV2933'WEST STREET, 14.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE POST
 KV2933'OFFICE (WHICH IS THE SAME BUILDING THE MUNICIPAL COURT IS IN), 29 FEET
 KV2933'SOUTH OF THE CENTER OF WASHINGTON STREET, AND 2.3 FEET SOUTH OF A
 KV2933'FLAG POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2279 ***********************************************************************
 JU2279  DESIGNATION -  R 78
 JU2279  PID         -  JU2279
 JU2279  STATE/COUNTY-  NJ/CUMBERLAND
 JU2279  USGS QUAD   -  DIVIDING CREEK (1986)
 JU2279
 JU2279                         *CURRENT SURVEY CONTROL
 JU2279  ___________________________________________________________________
 JU2279* NAD 83(1986)-  39 22 26.     (N)    075 01 32.     (W)     SCALED    
 JU2279* NAVD 88     -         5.173  (meters)      16.97   (feet)  ADJUSTED  
 JU2279  ___________________________________________________________________
 JU2279  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JU2279  DYNAMIC HT  -           5.170 (meters)      16.96  (feet)  COMP
 JU2279  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 JU2279
 JU2279  VERT ORDER  -  FIRST     CLASS II
 JU2279
 JU2279.The horizontal coordinates were scaled from a topographic map and have
 JU2279.an estimated accuracy of +/- 6 seconds.
 JU2279
 JU2279.The orthometric height was determined by differential leveling
 JU2279.and adjusted by the National Geodetic Survey in June 1991..
 JU2279
 JU2279.The geoid height was determined by GEOID03.
 JU2279
 JU2279.The dynamic height is computed by dividing the NAVD 88
 JU2279.geopotential number by the normal gravity value computed on the
 JU2279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2279.degrees latitude (g = 980.6199 gals.).
 JU2279
 JU2279.The modeled gravity was interpolated from observed gravity values.
 JU2279
 JU2279;                    North         East    Units  Estimated Accuracy
 JU2279;SPC NJ       -    60,140.      104,720.      MT  (+/- 180 meters Scaled)
 JU2279
 JU2279                          SUPERSEDED SURVEY CONTROL
 JU2279
 JU2279  NGVD 29 (01/10/92)    5.508  (m)           18.07   (f) ADJUSTED    1 2
 JU2279
 JU2279.Superseded values are not recommended for survey control.
 JU2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2279.See file dsdata.txt to determine how the superseded data were derived.
 JU2279
 JU2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ977582(NAD 83)
 JU2279_MARKER: DB = BENCH MARK DISK
 JU2279_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2279_SP_SET: STAINLESS STEEL ROD
 JU2279_STAMPING: R 78 1979
 JU2279_PROJECTION: FLUSH
 JU2279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2279_ROD/PIPE-DEPTH: 6.10 meters
 JU2279
 JU2279  HISTORY     - Date     Condition        Report By
 JU2279  HISTORY     - 1979     MONUMENTED       NGS
 JU2279  HISTORY     - 19950129 GOOD             USPSQD
 JU2279
 JU2279                          STATION DESCRIPTION
 JU2279
 JU2279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2279'1.6 MI SE FROM MILLVILLE.
 JU2279'1.6 MILES SOUTHEAST ALONG STATE ROUTE 47 FROM THE JUNCTION
 JU2279'OF STATE ROUTE 49 IN MILLVILLE, INSIDE OF A 6-FOOT HIGH CHAIN
 JU2279'LINK FENCE AROUND THE SOUTH SECOND STREET PUMPING STATION, AT THE
 JU2279'NORTHWEST POST FOR GATE IN FENCE, 38 FEET WEST OF
 JU2279'THE SOUTH CORNER OF A 15-FOOT BRICK BUILDING FOR PUMPING
 JU2279'STATION, 29.5 FEET NORTH OF POWER POLE NUMBER 2519 MV, 35 FEET
 JU2279'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 1.5 FEET NORTH EAST O
 JU2279'THE CORNER POST.
 JU2279'THE MARK IS 1 FT  E FROM A WITNESS POST.
 JU2279'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2279
 JU2279                          STATION RECOVERY (1995)
 JU2279
 JU2279'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7004 ***********************************************************************
 KV7004  DESIGNATION -  R 78
 KV7004  PID         -  KV7004
 KV7004  STATE/COUNTY-  NJ/OCEAN
 KV7004  USGS QUAD   -  LAKEWOOD (1989)
 KV7004
 KV7004                         *CURRENT SURVEY CONTROL
 KV7004  ___________________________________________________________________
 KV7004* NAD 83(1996)-  40 05 50.48155(N)    074 08 34.69486(W)     ADJUSTED  
 KV7004* NAVD 88     -        16.6    (meters)      54.     (feet)  GPS OBS   
 KV7004  ___________________________________________________________________
 KV7004  X           -   1,334,968.988 (meters)                     COMP
 KV7004  Y           -  -4,699,820.084 (meters)                     COMP
 KV7004  Z           -   4,086,250.070 (meters)                     COMP
 KV7004  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 KV7004  ELLIP HEIGHT-         -16.33  (meters)          (10/23/02) GPS OBS
 KV7004  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV7004
 KV7004  HORZ ORDER  -  FIRST
 KV7004  ELLP ORDER  -  FOURTH    CLASS I
 KV7004
 KV7004.The horizontal coordinates were established by GPS observations
 KV7004.and adjusted by the National Geodetic Survey in May 1999..
 KV7004
 KV7004.The orthometric height was determined by GPS observations and a
 KV7004.high-resolution geoid model.
 KV7004
 KV7004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7004
 KV7004.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7004
 KV7004.The ellipsoidal height was determined by GPS observations
 KV7004.and is referenced to NAD 83.
 KV7004
 KV7004.The geoid height was determined by GEOID03.
 KV7004
 KV7004;                    North         East     Units Scale Factor Converg.
 KV7004;SPC NJ       -   140,384.394   180,441.748   MT  0.99991140   +0 13 47.9
 KV7004;SPC NJ       -   460,577.80    591,999.30   sFT  0.99991140   +0 13 47.9
 KV7004;UTM  18      - 4,438,914.788   573,052.226   MT  0.99966569   +0 33 07.3
 KV7004
 KV7004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7004!SPC NJ       -   1.00000256  x   0.99991140  =   0.99991396
 KV7004!UTM  18      -   1.00000256  x   0.99966569  =   0.99966825
 KV7004
 KV7004                          SUPERSEDED SURVEY CONTROL
 KV7004
 KV7004  ELLIP H (05/14/99)  -16.35   (m)                       GP(       ) 4 1
 KV7004  NAD 83(1992)-  40 05 50.48040(N)    074 08 34.69776(W) AD(       ) 1
 KV7004  ELLIP H (04/25/94)  -16.24   (m)                       GP(       ) 3 1
 KV7004
 KV7004.Superseded values are not recommended for survey control.
 KV7004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7004.See file dsdata.txt to determine how the superseded data were derived.
 KV7004
 KV7004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7305238915(NAD 83)
 KV7004_MARKER: DD = SURVEY DISK
 KV7004_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV7004_SP_SET: CONCRETE BRIDGE SIDEWALK
 KV7004_STAMPING: R 78
 KV7004_MARK LOGO: NJHA  
 KV7004_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV7004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7004+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1993
 KV7004
 KV7004  HISTORY     - Date     Condition        Report By
 KV7004  HISTORY     - 1978     MONUMENTED       NJHA
 KV7004  HISTORY     - 19920910 GOOD             NJGS
 KV7004  HISTORY     - 19930513 GOOD
 KV7004
 KV7004                          STATION DESCRIPTION
 KV7004
 KV7004'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1978
 KV7004'THE STATION IS LOCATED IN THE TOWNSHIP OF BRICK ON THE SOUTH SIDEWALK
 KV7004'OF THE BRIDGE CARRYING BURNT TAVERN ROAD OVER THE GARDEN STATE
 KV7004'PARKWAY, AT ABOUT MILEPOINT 92.62 SOUTHBOUND.  TO REACH THE STATION
 KV7004'FROM THE GARDEN STATE PARKWAY SOUTHBOUND, EXIT AT INTERCHANGE 91,
 KV7004'KEEP LEFT, TOWARD POINT PLEASANT AND HERBERTSVILLE, THE EXIT RAMP
 KV7004'CONNECTS WITH LANES MILL ROAD, GO ABOUT 0.1 MI (0.2 KM) NORTH ON
 KV7004'LANES MILL ROAD TO BURNT TAVERN ROAD,TURN RIGHT, GO EAST 0.05 MI
 KV7004'(0.08 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN THE SIDEWALK AT
 KV7004'THE WEST END OF THE BRIDGE.  THE STATION IS 1.3 FT (0.4 M) NW FROM
 KV7004'THE WEST ABUTMENT JOINT, 4.1 FT (1.2 M) SOUTH FROM THE BURNT TAVERN
 KV7004'ROAD SOUTH CURB AND 71.8 FT (21.9 M) SE FROM POLE NUMBER 731.
 KV7004'THE STATION IS ADJACENT TO A HIGH CHAIN LINK BRIDGE FENCE WHICH CURVES
 KV7004'INWARD AT THE TOP.  A HIGH SET-UP WILL BE NEEDED TO AVOID CYCLE
 KV7004'SLIPS.
 KV7004
 KV7004                          STATION RECOVERY (1992)
 KV7004
 KV7004'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KV7004'THE STATION IS LOCATED IN THE TOWNSHIP OF BRICK ON THE SOUTH SIDEWALK
 KV7004'OF THE BRIDGE CARRYING BURNT TABVERN ROAD OVER THE GARDEN STATE
 KV7004'PARKWAY, AT ABOUT MILEPOINT 92.62 SOUTHBOUND.  TO REACH THE STATION
 KV7004'FROM THE GARDEN STATE PARKWAY SOUTHBOUND, EXIT AT INTERCHANGE 91, KEEP
 KV7004'LEFT, TOWARD POINT PLEASANT AND HERBERTSVILLE, THE EXIT RAMP CONNECTS
 KV7004'WITH LANES MILL ROAD, GO ABOUT 0.1 MI (0.2 KM) NORTH ON LANES MILL
 KV7004'ROAD TO BURNT TAVERN ROAD,TURN RIGHT, GO EAST 0.05 MI (0.08 KM) TO THE
 KV7004'STATION ON THE RIGHT, SET FLUSH IN THE SIDEWALK AT THE WEST END OF THE
 KV7004'BRIDGE.  THE STATION IS 1.3 FT (0.4 M) NW FROM THE WEST ABUTMENT
 KV7004'JOINT, 4.1 FT (1.2 M) SOUTH FROM THE BURNT TAVERN ROAD SOUTH CURB AND
 KV7004'71.8 FT (21.9 M) SE FROM POLE NUMBER 731.
 KV7004
 KV7004                          STATION RECOVERY (1993)
 KV7004
 KV7004'RECOVERED 1993
 KV7004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2460 ***********************************************************************
 JU2460  DESIGNATION -  R 79
 JU2460  PID         -  JU2460
 JU2460  STATE/COUNTY-  NJ/ATLANTIC
 JU2460  USGS QUAD   -  OCEANVILLE (1989)
 JU2460
 JU2460                         *CURRENT SURVEY CONTROL
 JU2460  ___________________________________________________________________
 JU2460* NAD 83(1986)-  39 23 20.     (N)    074 29 32.     (W)     SCALED    
 JU2460* NAVD 88     -         1.227  (meters)       4.03   (feet)  ADJUSTED  
 JU2460  ___________________________________________________________________
 JU2460  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JU2460  DYNAMIC HT  -           1.226 (meters)       4.02  (feet)  COMP
 JU2460  MODELED GRAV-     980,113.3   (mgal)                       NAVD 88
 JU2460
 JU2460  VERT ORDER  -  FIRST     CLASS II
 JU2460
 JU2460.The horizontal coordinates were scaled from a topographic map and have
 JU2460.an estimated accuracy of +/- 6 seconds.
 JU2460
 JU2460.The orthometric height was determined by differential leveling
 JU2460.and adjusted by the National Geodetic Survey in June 1991..
 JU2460
 JU2460.The geoid height was determined by GEOID03.
 JU2460
 JU2460.The dynamic height is computed by dividing the NAVD 88
 JU2460.geopotential number by the normal gravity value computed on the
 JU2460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2460.degrees latitude (g = 980.6199 gals.).
 JU2460
 JU2460.The modeled gravity was interpolated from observed gravity values.
 JU2460
 JU2460;                    North         East    Units  Estimated Accuracy
 JU2460;SPC NJ       -    61,670.      150,670.      MT  (+/- 180 meters Scaled)
 JU2460
 JU2460                          SUPERSEDED SURVEY CONTROL
 JU2460
 JU2460  NGVD 29 (01/10/92)    1.623  (m)            5.32   (f) ADJUSTED    1 2
 JU2460
 JU2460.Superseded values are not recommended for survey control.
 JU2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2460.See file dsdata.txt to determine how the superseded data were derived.
 JU2460
 JU2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ437600(NAD 83)
 JU2460_MARKER: DB = BENCH MARK DISK
 JU2460_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2460_SP_SET: STAINLESS STEEL ROD
 JU2460_STAMPING: R 79 1979
 JU2460_PROJECTION: RECESSED 5 CENTIMETERS
 JU2460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2460_ROD/PIPE-DEPTH: 13.7 meters
 JU2460
 JU2460  HISTORY     - Date     Condition        Report By
 JU2460  HISTORY     - 1979     MONUMENTED       NGS
 JU2460
 JU2460                          STATION DESCRIPTION
 JU2460
 JU2460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2460'2.65 MI SE FROM ABSECON.
 JU2460'2.65 MILES SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU2460'FROM THE STATION IN ABSECON, 4 RAILS NORTHWEST OF A BRIDGE OVER A
 JU2460'SMALL STREAM, 55 FEET NORTHEAST AND ACROSS THE TRACKS FROM A TELEGRAPH
 JU2460'POLE WITH TWO GUY WIRES, 24 FEET NORTHEAST OF THE NORTHEAST RAIL,
 JU2460'4.5 FEET SOUTHWEST OF SECOND POLE NORTHWEST OF THE STREAM.
 JU2460'THE MARK IS 1.0 FT  SE FROM A WITNESS POST.
 JU2460'THE MARK IS 3 FT BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0461 ***********************************************************************
 JU0461  DESIGNATION -  R 8
 JU0461  PID         -  JU0461
 JU0461  STATE/COUNTY-  NJ/CAPE MAY
 JU0461  USGS QUAD   -  WOODBINE (1972)
 JU0461
 JU0461                         *CURRENT SURVEY CONTROL
 JU0461  ___________________________________________________________________
 JU0461* NAD 83(1986)-  39 10 25.     (N)    074 48 45.     (W)     SCALED    
 JU0461* NAVD 88     -         4.897  (meters)      16.07   (feet)  ADJUSTED  
 JU0461  ___________________________________________________________________
 JU0461  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 JU0461  DYNAMIC HT  -           4.894 (meters)      16.06  (feet)  COMP
 JU0461  MODELED GRAV-     980,081.2   (mgal)                       NAVD 88
 JU0461
 JU0461  VERT ORDER  -  FIRST     CLASS II
 JU0461
 JU0461.The horizontal coordinates were scaled from a topographic map and have
 JU0461.an estimated accuracy of +/- 6 seconds.
 JU0461
 JU0461.The orthometric height was determined by differential leveling
 JU0461.and adjusted by the National Geodetic Survey in June 1991..
 JU0461
 JU0461.The geoid height was determined by GEOID03.
 JU0461
 JU0461.The dynamic height is computed by dividing the NAVD 88
 JU0461.geopotential number by the normal gravity value computed on the
 JU0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0461.degrees latitude (g = 980.6199 gals.).
 JU0461
 JU0461.The modeled gravity was interpolated from observed gravity values.
 JU0461
 JU0461;                    North         East    Units  Estimated Accuracy
 JU0461;SPC NJ       -    37,820.      123,000.      MT  (+/- 180 meters Scaled)
 JU0461
 JU0461                          SUPERSEDED SURVEY CONTROL
 JU0461
 JU0461  NGVD 29 (04/16/92)    5.281  (m)           17.33   (f) ADJUSTED    1 2
 JU0461
 JU0461.Superseded values are not recommended for survey control.
 JU0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0461.See file dsdata.txt to determine how the superseded data were derived.
 JU0461
 JU0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ161360(NAD 83)
 JU0461_MARKER: DB = BENCH MARK DISK
 JU0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0461_STAMPING: R 8 1930 17.326
 JU0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0461+STABILITY: SURFACE MOTION
 JU0461
 JU0461  HISTORY     - Date     Condition        Report By
 JU0461  HISTORY     - 1930     MONUMENTED       CGS
 JU0461  HISTORY     - 1961     GOOD             CGS
 JU0461  HISTORY     - 1979     GOOD             NGS
 JU0461
 JU0461                          STATION DESCRIPTION
 JU0461
 JU0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0461'AT SOUTH DENNIS.
 JU0461'0.1 MILE NORTHWEST ON THE BLACK TOPPED ROAD FROM THE JUNCTION WITH
 JU0461'STATE HIGHWAY 83 IN SOUTH DENNIS THENCE 78 YARDS NORTHWEST OF THE
 JU0461'BLACK TOPPED CROSS ROAD WHICH IS JUST WEST OF HIGHWAY 83 CROSS
 JU0461'ROAD AND THE ROAD TO SOUTH SEAVILLE.  26.9 FEET NORTHEAST OF THE
 JU0461'CENTER LINE OF THE BLACK TOPPED ROAD, (THE BLACK TOPPED ROAD WAS
 JU0461'THE HIGHWAY UNTIL THE NEW HIGHWAY 83 WAS BUILT).  SET IN THE TOP
 JU0461'OF A CONCRETE POST PROJECTING 2 INCHES.
 JU0461
 JU0461                          STATION RECOVERY (1979)
 JU0461
 JU0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0461'ADD, 38.2 FEET SOUTHEAST OF POWER POLE 123.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2103 ***********************************************************************
 KU2103  DESIGNATION -  R 80
 KU2103  PID         -  KU2103
 KU2103  STATE/COUNTY-  NJ/MONMOUTH
 KU2103  USGS QUAD   -  SANDY HOOK (1981)
 KU2103
 KU2103                         *CURRENT SURVEY CONTROL
 KU2103  ___________________________________________________________________
 KU2103* NAD 83(1986)-  40 26 54.     (N)    073 59 49.     (W)     SCALED    
 KU2103* NAVD 88     -         2.274  (meters)       7.46   (feet)  ADJUSTED  
 KU2103  ___________________________________________________________________
 KU2103  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KU2103  DYNAMIC HT  -           2.273 (meters)       7.46  (feet)  COMP
 KU2103  MODELED GRAV-     980,199.8   (mgal)                       NAVD 88
 KU2103
 KU2103  VERT ORDER  -  FIRST     CLASS II
 KU2103
 KU2103.The horizontal coordinates were scaled from a topographic map and have
 KU2103.an estimated accuracy of +/- 6 seconds.
 KU2103
 KU2103.The orthometric height was determined by differential leveling
 KU2103.and adjusted by the National Geodetic Survey in June 1991..
 KU2103
 KU2103.The geoid height was determined by GEOID03.
 KU2103
 KU2103.The dynamic height is computed by dividing the NAVD 88
 KU2103.geopotential number by the normal gravity value computed on the
 KU2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU2103.degrees latitude (g = 980.6199 gals.).
 KU2103
 KU2103.The modeled gravity was interpolated from observed gravity values.
 KU2103
 KU2103;                    North         East    Units  Estimated Accuracy
 KU2103;SPC NJ       -   179,410.      192,670.      MT  (+/- 180 meters Scaled)
 KU2103
 KU2103                          SUPERSEDED SURVEY CONTROL
 KU2103
 KU2103  NGVD 29 (01/10/92)    2.592  (m)            8.50   (f) ADJUSTED    1 2
 KU2103
 KU2103.Superseded values are not recommended for survey control.
 KU2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2103.See file dsdata.txt to determine how the superseded data were derived.
 KU2103
 KU2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK850780(NAD 83)
 KU2103_MARKER: DV = VERTICAL CONTROL DISK
 KU2103_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KU2103_SP_SET: STAINLESS STEEL ROD
 KU2103_STAMPING: R 80 1979
 KU2103_MARK LOGO: NGS   
 KU2103_PROJECTION: FLUSH
 KU2103_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU2103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU2103+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 KU2103_ROD/PIPE-DEPTH: 21.3 meters
 KU2103
 KU2103  HISTORY     - Date     Condition        Report By
 KU2103  HISTORY     - 1979     MONUMENTED       NGS
 KU2103  HISTORY     - 19920701 GOOD             USPSQD
 KU2103  HISTORY     - 19950625 GOOD             USPSQD
 KU2103  HISTORY     - 19950626 GOOD             NJGS
 KU2103  HISTORY     - 19961203 GOOD             STEWRT
 KU2103  HISTORY     - 20030523 GOOD             NJGS
 KU2103  HISTORY     - 20030621 GOOD             GREOMA
 KU2103  HISTORY     - 20030709 GOOD             GREOMA
 KU2103
 KU2103                          STATION DESCRIPTION
 KU2103
 KU2103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KU2103'IN SANDY HOOK.
 KU2103'IN SANDY HOOK, AT FORT HANCOCK, 1.45 MILES NORTH ALONG SANDY HOOK
 KU2103'ROAD FROM THE MAIN GATE TO THE MILITARY RESERVATION, AT A WAR MEMORIAL
 KU2103'121 FEET WEST-SOUTHWEST OF THE WEST CORNER OF THE MEMORIAL, 50.2 FEET
 KU2103'SOUTHEAST OF POWER POLE NUMBER JC 8420 MDT, 36.3 FEET NORTHWEST
 KU2103'OF THE NORTHWEST EDGE OF THE STEPS LEADING TO SIDEWALK FOR MEMORIAL,
 KU2103'27 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTHEAST OF
 KU2103'THE NORTHWEST END OF A STONE FENCE IN FRONT OF MEMORIAL.
 KU2103'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 KU2103'THE MARK IS 1 FT BELOW ROAD.
 KU2103
 KU2103                          STATION RECOVERY (1992)
 KU2103
 KU2103'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2103'RECOVERED IN GOOD CONDITION.
 KU2103
 KU2103                          STATION RECOVERY (1995)
 KU2103
 KU2103'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU2103'RECOVERED IN GOOD CONDITION.
 KU2103
 KU2103                          STATION RECOVERY (1995)
 KU2103
 KU2103'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 KU2103'RECOVERED AS DESCRIBED.
 KU2103
 KU2103                          STATION RECOVERY (1996)
 KU2103
 KU2103'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1996 (SDE)
 KU2103'RECOVERED AS DESCRIBED.
 KU2103
 KU2103                          STATION RECOVERY (2003)
 KU2103
 KU2103'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 KU2103'RECOVERED IN GOOD CON DITION.  NOTE--ADD TO REACH THE STATION FROM THE
 KU2103'JUNCTION OF STATE ROUTE 36 (OCEAN AVENUE) AND COUNTY  ROUTE 520
 KU2103'(RUMSON ROAD) AT THE BRIDGE CROSSING THE SHREWSBURY RIVER IN SEA
 KU2103'BRIGHT, GO  ABOUT 2.0 MILES NORTH ON STATE ROUTE 36 TO THE JUNCTION
 KU2103'WITH SANDY HOOK ROAD, CONTINUE  AHEAD, NORTH INTO THE PARK, ON SANDY
 KU2103'HOOK ROAD FOR ANOTHER 3.9 MILES TO THE STATION ON  THE RIGHT.
 KU2103
 KU2103                          STATION RECOVERY (2003)
 KU2103
 KU2103'RECOVERY NOTE BY GREENHORNE-OMARA 2003 (TDT)
 KU2103'RECOVERED IN GOOD CONDITION.
 KU2103
 KU2103                          STATION RECOVERY (2003)
 KU2103
 KU2103'RECOVERY NOTE BY GREENHORNE-OMARA 2003 (TDT)
 KU2103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2099 ***********************************************************************
 KU2099  DESIGNATION -  R 81
 KU2099  PID         -  KU2099
 KU2099  STATE/COUNTY-  NJ/MONMOUTH
 KU2099  USGS QUAD   -  LONG BRANCH (1981)
 KU2099
 KU2099                         *CURRENT SURVEY CONTROL
 KU2099  ___________________________________________________________________
 KU2099* NAD 83(1986)-  40 21 24.     (N)    073 58 26.     (W)     SCALED    
 KU2099* NAVD 88     -         1.549  (meters)       5.08   (feet)  ADJUSTED  
 KU2099  ___________________________________________________________________
 KU2099  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KU2099  DYNAMIC HT  -           1.548 (meters)       5.08  (feet)  COMP
 KU2099  MODELED GRAV-     980,177.3   (mgal)                       NAVD 88
 KU2099
 KU2099  VERT ORDER  -  FIRST     CLASS II
 KU2099
 KU2099.The horizontal coordinates were scaled from a topographic map and have
 KU2099.an estimated accuracy of +/- 6 seconds.
 KU2099
 KU2099.The orthometric height was determined by differential leveling
 KU2099.and adjusted by the National Geodetic Survey in June 1991..
 KU2099
 KU2099.The geoid height was determined by GEOID03.
 KU2099
 KU2099.The dynamic height is computed by dividing the NAVD 88
 KU2099.geopotential number by the normal gravity value computed on the
 KU2099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU2099.degrees latitude (g = 980.6199 gals.).
 KU2099
 KU2099.The modeled gravity was interpolated from observed gravity values.
 KU2099
 KU2099;                    North         East    Units  Estimated Accuracy
 KU2099;SPC NJ       -   169,250.      194,690.      MT  (+/- 180 meters Scaled)
 KU2099
 KU2099                          SUPERSEDED SURVEY CONTROL
 KU2099
 KU2099  NGVD 29 (01/10/92)    1.867  (m)            6.13   (f) ADJUSTED    1 2
 KU2099
 KU2099.Superseded values are not recommended for survey control.
 KU2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2099.See file dsdata.txt to determine how the superseded data were derived.
 KU2099
 KU2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK871678(NAD 83)
 KU2099_MARKER: DV = VERTICAL CONTROL DISK
 KU2099_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KU2099_SP_SET: STAINLESS STEEL ROD
 KU2099_STAMPING: R 81 1979
 KU2099_MARK LOGO: NGS   
 KU2099_PROJECTION: RECESSED 5 CENTIMETERS
 KU2099_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU2099_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU2099+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1996
 KU2099_ROD/PIPE-DEPTH: 10.7 meters
 KU2099
 KU2099  HISTORY     - Date     Condition        Report By
 KU2099  HISTORY     - 1979     MONUMENTED       NGS
 KU2099  HISTORY     - 19920722 MARK NOT FOUND   USPSQD
 KU2099  HISTORY     - 19960906 POOR             NJGS
 KU2099  HISTORY     - 19990320 MARK NOT FOUND   USPSQD
 KU2099
 KU2099                          STATION DESCRIPTION
 KU2099
 KU2099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KU2099'0.55 MI SOUTH FROM SEA BRIGHT.
 KU2099'0.55 MILE SOUTH ALONG OCEAN AVENUE FROM THE EAST END OF THE BRIDGE
 KU2099'OVER THE SHREWSBURY RIVER IN SEA BRIGHT, SET IN FRONT OF A 5 FOOT
 KU2099'HIGH BRICK WALL AT THE NORTHEAST CORNER OF VILLAGE ROAD, 55 FEET
 KU2099'SOUTH OF A FIRE HYDRANT, 28 FEET EAST OF THE CENTER LINE OF OCEAN
 KU2099'AVENUE, 27 FEET NORTH OF THE CENTER OF VILLAGE ROAD, 5 FEET NORTH OF
 KU2099'THE SOUTH END OF THE BRICK WALL, AND 1.8 FEET WEST OF THE WEST FACE
 KU2099'OF THE BRICK WALL.
 KU2099'THE MARK IS 1 FT ABOVE AVENUE.
 KU2099
 KU2099                          STATION RECOVERY (1992)
 KU2099
 KU2099'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2099'MARK NOT FOUND.
 KU2099
 KU2099                          STATION RECOVERY (1996)
 KU2099
 KU2099'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KU2099'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE STATION DISK
 KU2099'WAS FOUND LEANING AND BENT UPWARD TO THE SOUTH.  THE HIGH PART OR
 KU2099'NORTH SIDE OF THE DISK WAS USED AS THE DATUM POINT.
 KU2099
 KU2099                          STATION RECOVERY (1999)
 KU2099
 KU2099'RECOVERY NOTE BY US POWER SQUADRON 1999
 KU2099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2262 ***********************************************************************
 JU2262  DESIGNATION -  R 82
 JU2262  PID         -  JU2262
 JU2262  STATE/COUNTY-  NJ/SALEM
 JU2262  USGS QUAD   -  SHILOH (1993)
 JU2262
 JU2262                         *CURRENT SURVEY CONTROL
 JU2262  ___________________________________________________________________
 JU2262* NAD 83(1986)-  39 29 40.     (N)    075 19 51.     (W)     SCALED    
 JU2262* NAVD 88     -        21.706  (meters)      71.21   (feet)  ADJUSTED  
 JU2262  ___________________________________________________________________
 JU2262  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JU2262  DYNAMIC HT  -          21.694 (meters)      71.17  (feet)  COMP
 JU2262  MODELED GRAV-     980,116.4   (mgal)                       NAVD 88
 JU2262  OBS GRAVITY -     980,111.0   (mgal)                       GRAV_OBS
 JU2262
 JU2262  VERT ORDER  -  FIRST     CLASS II
 JU2262
 JU2262.The horizontal coordinates were scaled from a topographic map and have
 JU2262.an estimated accuracy of +/- 6 seconds.
 JU2262
 JU2262.The orthometric height was determined by differential leveling
 JU2262.and adjusted by the National Geodetic Survey in June 1991..
 JU2262
 JU2262.The geoid height was determined by GEOID03.
 JU2262
 JU2262.The dynamic height is computed by dividing the NAVD 88
 JU2262.geopotential number by the normal gravity value computed on the
 JU2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2262.degrees latitude (g = 980.6199 gals.).
 JU2262
 JU2262.The modeled gravity was interpolated from observed gravity values.
 JU2262.The observed gravity was obtained from relative gravimeter ties
 JU2262.to the IGSN71 gravity network.
 JU2262
 JU2262;                    North         East    Units  Estimated Accuracy
 JU2262;SPC NJ       -    73,720.       78,540.      MT  (+/- 180 meters Scaled)
 JU2262
 JU2262                          SUPERSEDED SURVEY CONTROL
 JU2262
 JU2262  NGVD 29 (01/10/92)   22.003  (m)           72.19   (f) ADJUSTED    1 2
 JU2262
 JU2262.Superseded values are not recommended for survey control.
 JU2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2262.See file dsdata.txt to determine how the superseded data were derived.
 JU2262
 JU2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ715717(NAD 83)
 JU2262_MARKER: I = METAL ROD
 JU2262_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2262_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JU2262_STAMPING: R 82 1979
 JU2262_PROJECTION: RECESSED 5 CENTIMETERS
 JU2262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU2262+STABILITY: POSITION/ELEVATION WELL
 JU2262_ROD/PIPE-DEPTH: 12.2 meters
 JU2262_SLEEVE-DEPTH  : 6.10 meters
 JU2262
 JU2262  HISTORY     - Date     Condition        Report By
 JU2262  HISTORY     - 1979     MONUMENTED       NGS
 JU2262
 JU2262                          STATION DESCRIPTION
 JU2262
 JU2262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2262'IN MARLBORO.
 JU2262'IN MARLBORO, 0.4 MILE NORTHWEST ALONG STATE ROUTE 49 FROM THE
 JU2262'JUNCTION OF JERICHO ROAD TO THE MARK ON THE RIGHT, AT THE NORTHWEST
 JU2262'LEG OF A MAJOR POWER LINE TOWER WITH LINES CROSSING ROUTE 49, 122 FEET
 JU2262'NORTH OF POWER POLE 333, 121 FEET EAST OF POWER POLE 334, 106 FEET
 JU2262'NORTHEAST OF THE CENTER LINE OF ROUTE 49, 9.5 FEET SOUTHWEST OF
 JU2262'THE NORTHWEST LEG OF THE TOWER, THIS IS A QUALITY A MARK.
 JU2262'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 JU2262'THE MARK IS 5 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0649 ***********************************************************************
 JU0649  DESIGNATION -  R 9
 JU0649  PID         -  JU0649
 JU0649  STATE/COUNTY-  NJ/SALEM
 JU0649  USGS QUAD   -  SALEM (1995)
 JU0649
 JU0649                         *CURRENT SURVEY CONTROL
 JU0649  ___________________________________________________________________
 JU0649* NAD 83(1986)-  39 34 18.     (N)    075 28 02.     (W)     SCALED    
 JU0649* NAVD 88     -         5.473  (meters)      17.96   (feet)  ADJUSTED  
 JU0649  ___________________________________________________________________
 JU0649  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JU0649  DYNAMIC HT  -           5.471 (meters)      17.95  (feet)  COMP
 JU0649  MODELED GRAV-     980,124.6   (mgal)                       NAVD 88
 JU0649  OBS GRAVITY -     980,121.5   (mgal)                       GRAV_OBS
 JU0649
 JU0649  VERT ORDER  -  FIRST     CLASS II
 JU0649
 JU0649.The horizontal coordinates were scaled from a topographic map and have
 JU0649.an estimated accuracy of +/- 6 seconds.
 JU0649
 JU0649.The orthometric height was determined by differential leveling
 JU0649.and adjusted by the National Geodetic Survey in October 1996..
 JU0649
 JU0649.The geoid height was determined by GEOID03.
 JU0649
 JU0649.The dynamic height is computed by dividing the NAVD 88
 JU0649.geopotential number by the normal gravity value computed on the
 JU0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0649.degrees latitude (g = 980.6199 gals.).
 JU0649
 JU0649.The modeled gravity was interpolated from observed gravity values.
 JU0649.The observed gravity was obtained from relative gravimeter ties
 JU0649.to the IGSN71 gravity network.
 JU0649
 JU0649;                    North         East    Units  Estimated Accuracy
 JU0649;SPC NJ       -    82,410.       66,900.      MT  (+/- 180 meters Scaled)
 JU0649
 JU0649                          SUPERSEDED SURVEY CONTROL
 JU0649
 JU0649  NAVD 88 (06/15/91)    5.470  (m)           17.95   (f) UNKNOWN     1 2
 JU0649  NGVD 29 (01/10/92)    5.747  (m)           18.85   (f) ADJUSTED    1 2
 JU0649
 JU0649.Superseded values are not recommended for survey control.
 JU0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0649.See file dsdata.txt to determine how the superseded data were derived.
 JU0649
 JU0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ598803(NAD 83)
 JU0649_MARKER: DB = BENCH MARK DISK
 JU0649_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0649_SP_SET: BUILDING
 JU0649_STAMPING: 19.101 R 9 1930
 JU0649_MARK LOGO: CGS   
 JU0649_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0649+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 JU0649
 JU0649  HISTORY     - Date     Condition        Report By
 JU0649  HISTORY     - 1930     MONUMENTED       CGS
 JU0649  HISTORY     - 1965     GOOD             CGS
 JU0649  HISTORY     - 1979     GOOD             NGS
 JU0649  HISTORY     - 19940829 GOOD             NJGS
 JU0649  HISTORY     - 19960802 GOOD             USPSQD
 JU0649
 JU0649                          STATION DESCRIPTION
 JU0649
 JU0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0649'AT SALEM.
 JU0649'AT SALEM, SALEM COUNTY, AT THE SALEM NATIONAL BANK AND TRUST CO.,
 JU0649'AT THE NORTHEAST CORNER OF THE BUILDING, IN THE GRANITE FACE,
 JU0649'0.5 FOOT WEST OF THE EAST FACE, AND 3.5 FEET ABOVE THE SIDEWALK.
 JU0649'A STANDARD DISK, STAMPED 19.101 R 9 1930 AND SET VERTICALLY.
 JU0649
 JU0649                          STATION RECOVERY (1965)
 JU0649
 JU0649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU0649'RECOVERED IN GOOD CONDITION.
 JU0649
 JU0649                          STATION RECOVERY (1979)
 JU0649
 JU0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0649'RECOVERED IN GOOD CONDITION.
 JU0649
 JU0649                          STATION RECOVERY (1994)
 JU0649
 JU0649'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU0649'RECOVERED AS DESCRIBED.
 JU0649
 JU0649                          STATION RECOVERY (1996)
 JU0649
 JU0649'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0852 ***********************************************************************
 KU0852  DESIGNATION -  RACOON
 KU0852  PID         -  KU0852
 KU0852  STATE/COUNTY-  NJ/MONMOUTH
 KU0852  USGS QUAD   -  LONG BRANCH (1981)
 KU0852
 KU0852                         *CURRENT SURVEY CONTROL
 KU0852  ___________________________________________________________________
 KU0852* NAD 83(1996)-  40 20 04.47321(N)    073 59 43.90786(W)     ADJUSTED  
 KU0852* NAVD 88     -         0.600  (meters)       1.97   (feet)  ADJUSTED  
 KU0852  ___________________________________________________________________
 KU0852  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 KU0852  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KU0852  DYNAMIC HT  -           0.600 (meters)       1.97  (feet)  COMP
 KU0852  MODELED GRAV-     980,180.0   (mgal)                       NAVD 88
 KU0852
 KU0852  HORZ ORDER  -  THIRD
 KU0852  VERT ORDER  -  SECOND    CLASS 0
 KU0852
 KU0852.The horizontal coordinates were established by classical geodetic methods
 KU0852.and adjusted by the National Geodetic Survey in September 1999..
 KU0852
 KU0852.The orthometric height was determined by differential leveling
 KU0852.and adjusted by the National Geodetic Survey in June 1991..
 KU0852
 KU0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU0852
 KU0852.The geoid height was determined by GEOID03.
 KU0852
 KU0852.The dynamic height is computed by dividing the NAVD 88
 KU0852.geopotential number by the normal gravity value computed on the
 KU0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0852.degrees latitude (g = 980.6199 gals.).
 KU0852
 KU0852.The modeled gravity was interpolated from observed gravity values.
 KU0852
 KU0852;                    North         East     Units Scale Factor Converg.
 KU0852;SPC NJ       -   166,783.418   192,863.461   MT  0.99992261   +0 19 35.5
 KU0852;SPC NJ       -   547,188.60    632,752.87   sFT  0.99992261   +0 19 35.5
 KU0852;UTM  18      - 4,465,377.054   585,322.046   MT  0.99968961   +0 39 00.7
 KU0852
 KU0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU0852!SPC NJ       -   1.00000502  x   0.99992261  =   0.99992763
 KU0852!UTM  18      -   1.00000502  x   0.99968961  =   0.99969463
 KU0852
 KU0852|---------------------------------------------------------------------|
 KU0852| PID    Reference Object                     Distance      Geod. Az  |
 KU0852|                                                           dddmmss.s |
 KU0852| KU2789 RACOON USE 1934 RM 2                  8.728 METERS 04427     |
 KU0852| KU2780 STATION ELEVEN                      APPROX. 2.0 KM 0655216.8 |
 KU0852| CB7316 RACOON RM 1                          15.074 METERS 31803     |
 KU0852|---------------------------------------------------------------------|
 KU0852
 KU0852                          SUPERSEDED SURVEY CONTROL
 KU0852
 KU0852  NAD 83(1986)-  40 20 04.47171(N)    073 59 43.90217(W) AD(       ) 3
 KU0852  NAD 27      -  40 20 04.07800(N)    073 59 45.40800(W) AD(       ) 3
 KU0852  NGVD 29 (04/16/92)    0.923  (m)            3.03   (f) ADJUSTED    2 0
 KU0852
 KU0852.Superseded values are not recommended for survey control.
 KU0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0852.See file dsdata.txt to determine how the superseded data were derived.
 KU0852
 KU0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8532265377(NAD 83)
 KU0852_MARKER: DS = TRIANGULATION STATION DISK
 KU0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0852_STAMPING: RACOON 1934
 KU0852_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0852+STABILITY: SURFACE MOTION
 KU0852
 KU0852  HISTORY     - Date     Condition        Report By
 KU0852  HISTORY     - 1934     MONUMENTED       USE
 KU0852  HISTORY     - 1961     GOOD             NGS
 KU0852  HISTORY     - 1964     MARK NOT FOUND   CGS
 KU0852  HISTORY     - 1964     MARK NOT FOUND   NGS
 KU0852  HISTORY     - 1981     POOR             NOS
 KU0852  HISTORY     - 19920803 MARK NOT FOUND   USPSQD
 KU0852
 KU0852                          STATION DESCRIPTION
 KU0852
 KU0852'DESCRIBED BY US ENGINEERS 1934 (ERM)
 KU0852'ESTABLISHED BY THE UNITED STATES ENGINEERS IN 1933.  NO
 KU0852'DESCRIPTION AVAILABLE.  DESCRIBED AS FOLLOWS--LOCATED ON THE NE
 KU0852'SHORE OF PLEASURE BAY ON THE S SIDE OF A PROMINENT POINT WHICH
 KU0852'FORMS THE N SIDE OF THE ENTRANCE TO THE BAY, ON PROPERTY OF
 KU0852'O.T. GANT AND USED BY HIM AS A FISHING CAMP.  LOCATED 5.4 METERS
 KU0852'NE OF THE HIGH WATER LINE, DUE E OF THE N END OF A SMALL ISLET,
 KU0852'21.9 METERS NW OF AN OLD HUT AT THE FOOT OF A SMALL PIER IN
 KU0852'MARSH GRASS.
 KU0852'
 KU0852'STATION MARK IS A STANDARD BRONZE DISK IN A TILE.
 KU0852'
 KU0852'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 KU0852'
 KU0852'REFERENCE MARK NO.1 IS NE OF THE STATION IN HIGH GRASS.  REFERENCE
 KU0852'MARK NO.2 IS NNW OF THE STATION ALONG THE SHORE LINE IN HIGH GRASS.
 KU0852'
 KU0852'REACHED FROM MONMOUTH BEACH VIA WESLEY STREET TO MEADOW AVENUE
 KU0852'THENCE TO MR. GANTS PROPERTY AND STATION.
 KU0852'
 KU0852'A 10-FOOT SIGNAL WAS BUILT TO SEE OVER THE MARSH GRASS.
 KU0852
 KU0852                          STATION RECOVERY (1961)
 KU0852
 KU0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KU0852'0.9 MI NW FROM MONMOUTH BEACH.
 KU0852'0.4 MILE WEST ON WESLEY AVE. FROM THE POST OFFICE AT MONMOUTH
 KU0852'BEACH THENCE WEST AND NORTH FOR 0.5 MILE ON GRAVELED STREET.
 KU0852'LOCATED ON THE NORTHEAST SHORE OF PLEASANT BAY ON THE SOUTH
 KU0852'SIDE OF A PROMINENT POINT WHICH FORMS THE ENTRANCE TO THE BAY
 KU0852'ON PROPERTY OF O.T. GRANT, 72 FEET NORTHWEST OF A SMALL RED
 KU0852'HOUSE, 12 FEET NORTHEAST OF THE HIGH WATER LINE AT THE END
 KU0852'OF AN ABANDONED PIER, EAST OF THE NORTH END OF A SMALL INLET.
 KU0852'SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND IN HIGH
 KU0852'RANK GRASS.
 KU0852
 KU0852                          STATION RECOVERY (1964)
 KU0852
 KU0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RG)
 KU0852'A THOROUGH SEARCH WAS MADE FOR THE STATION AND RM 2 BUT THEY WERE
 KU0852'NOT RECOVERED AT THIS DATE.  THE DESCRIPTION WAS NOT ADEQUATE AT
 KU0852'THIS DATE.
 KU0852
 KU0852                          STATION RECOVERY (1964)
 KU0852
 KU0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU0852'MARK NOT FOUND.
 KU0852
 KU0852                          STATION RECOVERY (1981)
 KU0852
 KU0852'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 KU0852'STATION WAS RECOVERED BUT WAS FOUND TO BE DISLODGED
 KU0852'FROM THE TILE PIPE AND LOOSE. REFERENCE MARK 2 WAS
 KU0852'RECOVERED IN GOOD CONDITION, REFERENCE
 KU0852'MARK 1 WAS SEARCHED FOR BUT NOT FOUND. THE FOLLOWING
 KU0852'CHANGES TO THE DESCRIPTIVE TEXT ARE IN ORDER,
 KU0852'THE PIER REFERENCED FROM IN 1934 IS NO LONGER IN
 KU0852'EXISTENCE, THE STATION IS NOW AT THE APPROXIMATE
 KU0852'MEAN HIGH WATER LINE.
 KU0852'THE STATION WAS NOT RESET AT THIS TIME.
 KU0852'
 KU0852'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.51 METERS.
 KU0852
 KU0852                          STATION RECOVERY (1992)
 KU0852
 KU0852'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0853 ***********************************************************************
 KU0853  DESIGNATION -  RACOON RM 2
 KU0853  PID         -  KU0853
 KU0853  STATE/COUNTY-  NJ/MONMOUTH
 KU0853  USGS QUAD   -  LONG BRANCH (1981)
 KU0853
 KU0853                         *CURRENT SURVEY CONTROL
 KU0853  ___________________________________________________________________
 KU0853* NAD 83(1986)-  40 20 04.     (N)    073 59 43.     (W)     SCALED    
 KU0853* NAVD 88     -         0.500  (meters)       1.64   (feet)  ADJUSTED  
 KU0853  ___________________________________________________________________
 KU0853  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KU0853  DYNAMIC HT  -           0.500 (meters)       1.64  (feet)  COMP
 KU0853  MODELED GRAV-     980,180.0   (mgal)                       NAVD 88
 KU0853
 KU0853  VERT ORDER  -  SECOND    CLASS 0
 KU0853
 KU0853.The horizontal coordinates were scaled from a topographic map and have
 KU0853.an estimated accuracy of +/- 6 seconds.
 KU0853
 KU0853.The orthometric height was determined by differential leveling
 KU0853.and adjusted by the National Geodetic Survey in June 1991..
 KU0853
 KU0853.The geoid height was determined by GEOID03.
 KU0853
 KU0853.The dynamic height is computed by dividing the NAVD 88
 KU0853.geopotential number by the normal gravity value computed on the
 KU0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0853.degrees latitude (g = 980.6199 gals.).
 KU0853
 KU0853.The modeled gravity was interpolated from observed gravity values.
 KU0853
 KU0853;                    North         East    Units  Estimated Accuracy
 KU0853;SPC NJ       -   166,770.      192,890.      MT  (+/- 180 meters Scaled)
 KU0853
 KU0853                          SUPERSEDED SURVEY CONTROL
 KU0853
 KU0853  NGVD 29 (04/16/92)    0.823  (m)            2.70   (f) ADJUSTED    2 0
 KU0853
 KU0853.Superseded values are not recommended for survey control.
 KU0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0853.See file dsdata.txt to determine how the superseded data were derived.
 KU0853
 KU0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK853653(NAD 83)
 KU0853_MARKER: DR = REFERENCE MARK DISK
 KU0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0853_STAMPING: RACOON NO 2 1934
 KU0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0853+STABILITY: SURFACE MOTION
 KU0853
 KU0853  HISTORY     - Date     Condition        Report By
 KU0853  HISTORY     - 1934     MONUMENTED       CGS
 KU0853  HISTORY     - 1961     GOOD             NGS
 KU0853  HISTORY     - 1964     MARK NOT FOUND   NGS
 KU0853  HISTORY     - 19920803 MARK NOT FOUND   USPSQD
 KU0853
 KU0853                          STATION DESCRIPTION
 KU0853
 KU0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KU0853'0.9 MI NW FROM MONMOUTH BEACH.
 KU0853'0.4 MILE WEST ON WESLEY AVE. FROM THE POST OFFICE AT MONMOUTH
 KU0853'BEACH, THENCE WEST AND NORTH FOR 0.5 MILE ON GRAVELED STREET.
 KU0853'ON THE NORTHWEST SHORE OF PLEASANT BAY ON THE SOUTH SIDE OF A
 KU0853'PROMINENT POINT WHICH FORMS THE ENTRANCE TO THE BAY, ON PROPERTY
 KU0853'OF O.T. GRANT, 110 FEET NORTHWEST OF A SMALL RED HOUSE, 40 FEET
 KU0853'NORTHWEST OF A SMALL ABANDONED PIER AND 24 FEET NORTHEAST OF THE
 KU0853'HIGH WATER LINE.  SET IN THE TOP OF A CONCRETE POST LEVEL WITH
 KU0853'THE GROUND.
 KU0853
 KU0853                          STATION RECOVERY (1964)
 KU0853
 KU0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU0853'MARK NOT FOUND.
 KU0853
 KU0853                          STATION RECOVERY (1992)
 KU0853
 KU0853'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2789 ***********************************************************************
 KU2789  DESIGNATION -  RACOON USE 1934 RM 2
 KU2789  PID         -  KU2789
 KU2789  STATE/COUNTY-  NJ/MONMOUTH
 KU2789  USGS QUAD   -  LONG BRANCH (1981)
 KU2789
 KU2789                         *CURRENT SURVEY CONTROL
 KU2789  ___________________________________________________________________
 KU2789* NAD 83(1996)-  40 20 04.67519(N)    073 59 43.64891(W)     ADJUSTED  
 KU2789* NAVD 88     -         0.55   (+/-2cm)       1.8    (feet)  VERTCON   
 KU2789  ___________________________________________________________________
 KU2789  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 KU2789  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KU2789
 KU2789  HORZ ORDER  -  THIRD
 KU2789  VERT ORDER  -  THIRD ? (See Below)
 KU2789
 KU2789.The horizontal coordinates were established by classical geodetic methods
 KU2789.and adjusted by the National Geodetic Survey in September 1999..
 KU2789
 KU2789.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2789.The vertical order pertains to the NGVD 29 superseded value.
 KU2789
 KU2789.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2789
 KU2789.The geoid height was determined by GEOID03.
 KU2789
 KU2789;                    North         East     Units Scale Factor Converg.
 KU2789;SPC NJ       -   166,789.682   192,869.538   MT  0.99992262   +0 19 35.7
 KU2789;SPC NJ       -   547,209.15    632,772.81   sFT  0.99992262   +0 19 35.7
 KU2789;UTM  18      - 4,465,383.351   585,328.085   MT  0.99968962   +0 39 00.8
 KU2789
 KU2789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2789!SPC NJ       -   1.00000503  x   0.99992262  =   0.99992765
 KU2789!UTM  18      -   1.00000503  x   0.99968962  =   0.99969465
 KU2789
 KU2789:                Primary Azimuth Mark                     Grid Az
 KU2789:SPC NJ       -  FLAGPOLE PP                              174 19 54.9
 KU2789:UTM  18      -  FLAGPOLE PP                              174 00 29.8
 KU2789
 KU2789|---------------------------------------------------------------------|
 KU2789| PID    Reference Object                     Distance      Geod. Az  |
 KU2789|                                                           dddmmss.s |
 KU2789| KU2788 FLAGPOLE PP                         APPROX. 0.7 KM 1743930.6 |
 KU2789| KU0852 RACOON                                8.728 METERS 22427     |
 KU2789|---------------------------------------------------------------------|
 KU2789
 KU2789                          SUPERSEDED SURVEY CONTROL
 KU2789
 KU2789  NAD 83(1986)-  40 20 04.67373(N)    073 59 43.64318(W) AD(       ) 3
 KU2789  NAD 27      -  40 20 04.27997(N)    073 59 45.14917(W) AD(       ) 3
 KU2789  NGVD 29 (07/14/89)    0.87   (m)            2.9    (f) LEVELING    3  
 KU2789
 KU2789.Superseded values are not recommended for survey control.
 KU2789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2789.See file dsdata.txt to determine how the superseded data were derived.
 KU2789
 KU2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8532865383(NAD 83)
 KU2789_MARKER: DR = REFERENCE MARK DISK
 KU2789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU2789_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU2789+STABILITY: SURFACE MOTION
 KU2789
 KU2789  HISTORY     - Date     Condition        Report By
 KU2789  HISTORY     - 1981     MONUMENTED       NOS
 KU2789  HISTORY     - 1982     GOOD             NOS
 KU2789
 KU2789                          STATION DESCRIPTION
 KU2789
 KU2789'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 KU2789'THE STATION IS LOCATED IN THE WEST SIDE OF MONMOUTH BEACH
 KU2789'NEW JERSEY, ON THE NORTHEASTERN SHORE OF PLEASURE BAY,
 KU2789'SOUTHEAST OF THE POINT ON RACOON ISLAND FORMING THE
 KU2789'MOUTH OF PLEASURE BAY.
 KU2789'
 KU2789'TO REACH THE STATION FROM THE INTERSECTION OF ATLANTIC
 KU2789'AVENUE AND PATTEN AVENUE IN NORTH LONG BRANCH, NEW JERSEY,
 KU2789'PROCEED NORTHERLY ON PATTEN AVENUE FOR 1.8 KM (1.1 MILES)
 KU2789'TO THE INTERSECTION WITH MEADOW AVENUE, TURN LEFT ON
 KU2789'MEADOW AVENUE AND PROCEED 0.65 KM (0.4 MILE) TO A DIRT
 KU2789'ROAD ON THE LEFT, TURN LEFT AND PROCEED TO A WOODEN
 KU2789'FISHING SHACK ON THE RIGHT, PARK VEHICLE AND WALK TO
 KU2789'THE NORTHWEST OF THE SHACK TO STATION ON
 KU2789'LOW MARSHY SHORELINE.
 KU2789'
 KU2789'THE STATION IS A STANDARD NGS REFERENCE DISK
 KU2789'STAMPED---RACOON USE 1934 RM 2---,
 KU2789'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 KU2789'RECESSED 15 CM BELOW THE GROUND.  IT IS LOCATED
 KU2789'73 METERS (240 FT) NORTHWEST FROM A WOODEN FISHING
 KU2789'SHACK,
 KU2789'8.5 METERS (27.9 FT) EAST FROM THE HIGH WATER LINE,
 KU2789'4.2 METERS (13.8 FT) WEST FROM THE BRUSH LINE.
 KU2789'
 KU2789'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.68 METERS.
 KU2789
 KU2789                          STATION RECOVERY (1982)
 KU2789
 KU2789'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 KU2789'THE STATION WAS RECOVERED AS DESCRIBED.
 KU2789'
 KU2789'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 KU2789'RECOVERED BY J. DUNFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5171 ***********************************************************************
 KV5171  DESIGNATION -  RADIO 3
 KV5171  PID         -  KV5171
 KV5171  STATE/COUNTY-  NJ/MONMOUTH
 KV5171  USGS QUAD   -  ASBURY PARK (1989)
 KV5171
 KV5171                         *CURRENT SURVEY CONTROL
 KV5171  ___________________________________________________________________
 KV5171* NAD 83(1996)-  40 11 18.86457(N)    074 03 30.66269(W)     ADJUSTED  
 KV5171* NAVD 88     -                                                        
 KV5171  ___________________________________________________________________
 KV5171  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 KV5171  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV5171
 KV5171  HORZ ORDER  -  THIRD
 KV5171
 KV5171.The horizontal coordinates were established by classical geodetic methods
 KV5171.and adjusted by the National Geodetic Survey in September 1999..
 KV5171
 KV5171
 KV5171.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5171
 KV5171.The geoid height was determined by GEOID03.
 KV5171
 KV5171;                    North         East     Units Scale Factor Converg.
 KV5171;SPC NJ       -   150,544.305   187,592.295   MT  0.99991739   +0 17 05.6
 KV5171;SPC NJ       -   493,910.77    615,459.05   sFT  0.99991739   +0 17 05.6
 KV5171;UTM  18      - 4,449,112.302   580,143.779   MT  0.99967907   +0 36 27.3
 KV5171
 KV5171                          SUPERSEDED SURVEY CONTROL
 KV5171
 KV5171  NAD 83(1986)-  40 11 18.86248(N)    074 03 30.65778(W) AD(       ) 4
 KV5171  NAD 27      -  40 11 18.45000(N)    074 03 32.15000(W) AD(       ) 3
 KV5171
 KV5171.Superseded values are not recommended for survey control.
 KV5171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5171.See file dsdata.txt to determine how the superseded data were derived.
 KV5171
 KV5171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8014449112(NAD 83)
 KV5171_MARKER: 43 = RADIO/TV TOWER
 KV5171
 KV5171  HISTORY     - Date     Condition        Report By
 KV5171  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5171  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 KV5171
 KV5171                          STATION DESCRIPTION
 KV5171
 KV5171'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (PCD)
 KV5171'RADIO 3 IS THE CENTER OF THE TOP OF THE THIRD FROM THE S RADIO
 KV5171'TOWER OF A GROUP OF 4 TALL TOWERS ON THE W SIDE OF SHARK RIVER.
 KV5171'
 KV5171'STATION IS GOOD FOR TOPOGRAPHY AND HYDROGRAPHY BUT NOT FOR
 KV5171'EXTENDING TRIANGULATION.
 KV5171'
 KV5171'NO CHECK ON THIS POSITION.
 KV5171
 KV5171                          STATION RECOVERY (1995)
 KV5171
 KV5171'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5305 ***********************************************************************
 KV5305  DESIGNATION -  RADIO MAST 1944
 KV5305  PID         -  KV5305
 KV5305  STATE/COUNTY-  NJ/OCEAN
 KV5305  USGS QUAD   -  LAKEHURST (1971)
 KV5305
 KV5305                         *CURRENT SURVEY CONTROL
 KV5305  ___________________________________________________________________
 KV5305* NAD 83(1996)-  40 02 36.82809(N)    074 20 32.77150(W)     ADJUSTED  
 KV5305* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 KV5305  ___________________________________________________________________
 KV5305  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 KV5305  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KV5305
 KV5305  HORZ ORDER  -  THIRD
 KV5305
 KV5305.This mark is at Lakehurst (NAWC) Airport (NEL)
 KV5305
 KV5305.The horizontal coordinates were established by classical geodetic methods
 KV5305.and adjusted by the National Geodetic Survey in September 1999..
 KV5305
 KV5305.The orthometric height was scaled from a topographic map.
 KV5305
 KV5305.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5305
 KV5305.The geoid height was determined by GEOID03.
 KV5305
 KV5305;                    North         East     Units Scale Factor Converg.
 KV5305;SPC NJ       -   134,362.878   163,445.057   MT  0.99990222   +0 06 04.9
 KV5305;SPC NJ       -   440,822.21    536,235.99   sFT  0.99990222   +0 06 04.9
 KV5305;UTM  18      - 4,432,799.440   556,093.950   MT  0.99963873   +0 25 23.0
 KV5305
 KV5305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5305!SPC NJ       -   0.99999969  x   0.99990222  =   0.99990191
 KV5305!UTM  18      -   0.99999969  x   0.99963873  =   0.99963842
 KV5305
 KV5305                          SUPERSEDED SURVEY CONTROL
 KV5305
 KV5305  NAD 83(1986)-  40 02 36.82281(N)    074 20 32.76739(W) AD(       ) 4
 KV5305  NAD 27      -  40 02 36.40200(N)    074 20 34.23500(W) AD(       ) 3
 KV5305
 KV5305.Superseded values are not recommended for survey control.
 KV5305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5305.See file dsdata.txt to determine how the superseded data were derived.
 KV5305
 KV5305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5609432799(NAD 83)
 KV5305_MARKER: 42 = RADIO/TV MAST
 KV5305
 KV5305  HISTORY     - Date     Condition        Report By
 KV5305  HISTORY     - 1944     FIRST OBSERVED   CGS
 KV5305  HISTORY     - 19940926 MARK NOT FOUND   USPSQD
 KV5305
 KV5305                          STATION DESCRIPTION
 KV5305
 KV5305'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV5305'STATION OBHONAN IS LOCATED ABOUT 2 MILES NW OF THE MAIN HANGAR AT THE
 KV5305'U.S. NAVAL STATION, LAKEHURST, N.J. AND ON PROPERTY OF THE U.S.
 KV5305'GOVERNMENT.  IT IS LOCATED IN THE E SECTION OF A LOW GRAVELLY
 KV5305'AREA, 138.45 FEET E OF A RADIO MAST.  THE MARK IS STAMPED
 KV5305'OBHONAN 1944 AND PROJECTS ABOUT 4 INCHES.
 KV5305'
 KV5305'A TRAVERSE CONNECTION WAS MADE TO THE BASE OF THE RADIO MAST.  IT
 KV5305'IS 42.200 METERS (138.45 FEET) W OF STATION OBHONAN AND THE
 KV5305'POINT OBSERVED WAS THE BASE OF THE MAST.  THE MAST IS MADE OF
 KV5305'IRON AND IS 7 INCHES IN DIAMETER AT THE BASE AND 50 FEET HIGH.
 KV5305
 KV5305                          STATION RECOVERY (1994)
 KV5305
 KV5305'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV5305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3019 ***********************************************************************
 JU3019  DESIGNATION -  RADIO STATION WCAU MAST
 JU3019  PID         -  JU3019
 JU3019  STATE/COUNTY-  NJ/BURLINGTON
 JU3019  USGS QUAD   -  MOORESTOWN (1995)
 JU3019
 JU3019                         *CURRENT SURVEY CONTROL
 JU3019  ___________________________________________________________________
 JU3019* NAD 83(1996)-  39 58 46.12495(N)    074 59 11.51659(W)     ADJUSTED  
 JU3019* NAVD 88     -                                                        
 JU3019  ___________________________________________________________________
 JU3019  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 JU3019  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 JU3019
 JU3019  HORZ ORDER  -  THIRD
 JU3019
 JU3019.The horizontal coordinates were established by classical geodetic methods
 JU3019.and adjusted by the National Geodetic Survey in September 1999..
 JU3019
 JU3019
 JU3019.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3019
 JU3019.The geoid height was determined by GEOID03.
 JU3019
 JU3019;                    North         East     Units Scale Factor Converg.
 JU3019;SPC NJ       -   127,349.479   108,444.757   MT  0.99992125   -0 18 45.4
 JU3019;SPC NJ       -   417,812.42    355,789.17   sFT  0.99992125   -0 18 45.4
 JU3019;SPC PA S     -    75,437.622   836,013.633   MT  0.99999310   +1 47 34.5
 JU3019;SPC PA S     -   247,498.26  2,742,821.39   sFT  0.99999310   +1 47 34.5
 JU3019;UTM  18      - 4,425,479.696   501,149.936   MT  0.99960002   +0 00 31.2
 JU3019
 JU3019                          SUPERSEDED SURVEY CONTROL
 JU3019
 JU3019  NAD 83(1986)-  39 58 46.12060(N)    074 59 11.51916(W) AD(       ) 4
 JU3019  NAD 27      -  39 58 45.71900(N)    074 59 12.90500(W) AD(       ) 3
 JU3019
 JU3019.Superseded values are not recommended for survey control.
 JU3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3019.See file dsdata.txt to determine how the superseded data were derived.
 JU3019
 JU3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0115025480(NAD 83)
 JU3019_MARKER: 42 = RADIO/TV MAST
 JU3019
 JU3019  HISTORY     - Date     Condition        Report By
 JU3019  HISTORY     - 1958     FIRST OBSERVED   CGS
 JU3019
 JU3019                          STATION DESCRIPTION
 JU3019
 JU3019'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 JU3019'THE STATION IS LOCATED NEAR CHURCH ROAD, ABOUT 2-1/2 MILES WEST OF
 JU3019'MOORESTOWN AND ABOUT 2-1/2 MILES EAST OF PALMYRA.  IT IS A 10 FOOT
 JU3019'SQUARE STEEL MESH STRUCTURE THAT SITS ON A PIVOT INSULATOR
 JU3019'BASE.  THE STRUCTURE IS PAINTED ALTERNATELY ORANGE AND WHITE
 JU3019'AND HAS A RED FLASHING LIGHT ON TOP.  THE OVERALL HEIGHT OF THE
 JU3019'STRUCTURE IS 240 FEET.
 JU3019'
 JU3019'THE POINT INTERSECTED WAS THE RED FLASHING LIGHT ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1610 ***********************************************************************
 KV1610  DESIGNATION -  RADLE
 KV1610  PID         -  KV1610
 KV1610  STATE/COUNTY-  NJ/WARREN
 KV1610  USGS QUAD   -  BELVIDERE (1992)
 KV1610
 KV1610                         *CURRENT SURVEY CONTROL
 KV1610  ___________________________________________________________________
 KV1610* NAD 83(1986)-  40 45 55.     (N)    075 03 25.     (W)     SCALED    
 KV1610* NAVD 88     -       363.092  (meters)    1191.24   (feet)  ADJUSTED  
 KV1610  ___________________________________________________________________
 KV1610  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KV1610  DYNAMIC HT  -         362.915 (meters)    1190.66  (feet)  COMP
 KV1610  MODELED GRAV-     980,126.8   (mgal)                       NAVD 88
 KV1610
 KV1610  VERT ORDER  -  SECOND    CLASS 0
 KV1610
 KV1610.The horizontal coordinates were scaled from a topographic map and have
 KV1610.an estimated accuracy of +/- 6 seconds.
 KV1610
 KV1610.The orthometric height was determined by differential leveling
 KV1610.and adjusted by the National Geodetic Survey in June 1991..
 KV1610
 KV1610.The geoid height was determined by GEOID03.
 KV1610
 KV1610.The dynamic height is computed by dividing the NAVD 88
 KV1610.geopotential number by the normal gravity value computed on the
 KV1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1610.degrees latitude (g = 980.6199 gals.).
 KV1610
 KV1610.The modeled gravity was interpolated from observed gravity values.
 KV1610
 KV1610;                    North         East    Units  Estimated Accuracy
 KV1610;SPC NJ       -   214,630.      102,980.      MT  (+/- 180 meters Scaled)
 KV1610
 KV1610                          SUPERSEDED SURVEY CONTROL
 KV1610
 KV1610  NGVD 29 (??/??/??)  363.306  (m)         1191.95   (f) ADJUSTED    2 0
 KV1610
 KV1610.Superseded values are not recommended for survey control.
 KV1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1610.See file dsdata.txt to determine how the superseded data were derived.
 KV1610
 KV1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL951127(NAD 83)
 KV1610_MARKER: DG = GRAVITY STATION DISK
 KV1610_SETTING: 80 = SET IN A BOULDER
 KV1610_SP_SET: BOULDER
 KV1610_STAMPING: RADLE 1937
 KV1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1610+STABILITY: SURFACE MOTION
 KV1610
 KV1610  HISTORY     - Date     Condition        Report By
 KV1610  HISTORY     - 1937     MONUMENTED       CGS
 KV1610  HISTORY     - 20060101 MARK NOT FOUND   GEOCAC
 KV1610  HISTORY     - 20060910 GOOD             GEOCAC
 KV1610
 KV1610                          STATION DESCRIPTION
 KV1610
 KV1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 KV1610'1.4 MI W FROM WASHINGTON.
 KV1610'1.4 MILES WEST ALONG STATE HIGHWAY 24 FROM THE UNDERPASS
 KV1610'AT WASHINGTON, WARREN COUNTY, THENCE ABOUT 4 MILES NORTHWEST
 KV1610'ALONG A MACADAM ROAD, ABOUT 0.4 MILE SOUTHEAST OF THE JUNCTION
 KV1610'OF A ROAD LEADING WEST TO MONTANA, AT THE EDGE OF AN ABANDONED
 KV1610'FIELD, 16 FEET WEST OF THE CENTER LINE OF THE ROAD, AND IN AN
 KV1610'OUTCROPPING GRANITE BOULDER PROJECTING ABOUT 2 INCHES ABOVE
 KV1610'GROUND.  A STANDARD GRAVITY-STATION DISK, STAMPED RADLE 1937.
 KV1610
 KV1610                          STATION RECOVERY (2006)
 KV1610
 KV1610'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV1610'HARMONY BRASS CASTLE ROAD HAS OBVIOUS BEEN REBUILT AND PAVED SINCE
 KV1610'1937.  PAVEMENT EXTENDS TWELVE FEET SOUTH FROM CENTER LINE OF ROAD.
 KV1610'SEVERAL FEET OF FILL/BALLAST EXTEND SOUTH FROM THE PAVEMENT.  STATION
 KV1610'WAS NOT RECOVERED.
 KV1610
 KV1610                          STATION RECOVERY (2006)
 KV1610
 KV1610'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV1610'HAND-HELD GPS COORDINATES N 40 45.938 W 75 03.437.  STATION IS LOCATED
 KV1610'IN A LAWN ON THE SOUTHWEST SIDE OF HARMONY BRASS CASTLE ROAD, IN
 KV1610'HARMONY TOWNSHIP, WARREN COUNTY, NEW JERSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5796 ***********************************************************************
 KV5796  DESIGNATION -  RAFF
 KV5796  PID         -  KV5796
 KV5796  STATE/COUNTY-  NJ/SOMERSET
 KV5796  USGS QUAD   -  BOUND BROOK (1995)
 KV5796
 KV5796                         *CURRENT SURVEY CONTROL
 KV5796  ___________________________________________________________________
 KV5796* NAD 83(1996)-  40 30 23.44806(N)    074 35 12.09441(W)     ADJUSTED  
 KV5796* NAVD 88     -        29.4    (meters)      96.     (feet)  VERTCON   
 KV5796  ___________________________________________________________________
 KV5796  X           -   1,290,724.111 (meters)                     COMP
 KV5796  Y           -  -4,681,697.004 (meters)                     COMP
 KV5796  Z           -   4,120,907.321 (meters)                     COMP
 KV5796  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 KV5796  ELLIP HEIGHT-          -3.88  (meters)          (10/23/02) GPS OBS
 KV5796  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KV5796
 KV5796  HORZ ORDER  -  FIRST
 KV5796  ELLP ORDER  -  FOURTH    CLASS I
 KV5796
 KV5796.The horizontal coordinates were established by classical geodetic methods
 KV5796.and adjusted by the National Geodetic Survey in May 1999..
 KV5796
 KV5796.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5796
 KV5796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5796
 KV5796.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5796
 KV5796.The ellipsoidal height was determined by GPS observations
 KV5796.and is referenced to NAD 83.
 KV5796
 KV5796.The geoid height was determined by GEOID03.
 KV5796
 KV5796;                    North         East     Units Scale Factor Converg.
 KV5796;SPC NJ       -   185,755.386   142,652.683   MT  0.99990066   -0 03 22.7
 KV5796;SPC NJ       -   609,432.46    468,019.68   sFT  0.99990066   -0 03 22.7
 KV5796;UTM  18      - 4,484,059.751   535,017.766   MT  0.99961509   +0 16 06.5
 KV5796
 KV5796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5796!SPC NJ       -   1.00000061  x   0.99990066  =   0.99990127
 KV5796!UTM  18      -   1.00000061  x   0.99961509  =   0.99961570
 KV5796
 KV5796:                Primary Azimuth Mark                     Grid Az
 KV5796:SPC NJ       -  COVERT                                   025 57 52.8
 KV5796:UTM  18      -  COVERT                                   025 38 23.6
 KV5796
 KV5796|---------------------------------------------------------------------|
 KV5796| PID    Reference Object                     Distance      Geod. Az  |
 KV5796|                                                           dddmmss.s |
 KV5796| KV5802 COVERT                              APPROX. 2.1 KM 0255430.1 |
 KV5796| KV5799 BOUND BROOK CALCO CHEM STACK        APPROX. 6.3 KM 0270103.6 |
 KV5796| KV5812 BAKELITE CO WATER TANK              APPROX. 8.3 KM 0480605.1 |
 KV5796| KV5808 WJZ WEST RADIO MAST                 APPROX. 8.3 KM 0503346.8 |
 KV5796| KV5809 WJZ EAST RADIO MAST                 APPROX. 8.3 KM 0520536.0 |
 KV5796| CB5485 RAFF RM 2                            37.478 METERS 07456     |
 KV5796| CB5483 RAFF AZ MK                                         1884025.9 |
 KV5796| KV5813 AIRWAY BEACON 69                    APPROX.16.0 KM 3030413.5 |
 KV5796| KV5819 AIRWAY BEACON 68                    APPROX.21.4 KM 3033212.9 |
 KV5796| CB5484 RAFF RM 1                            33.869 METERS 34640     |
 KV5796| KV5795 MANVILLE MUNICIPAL TANK             APPROX. 4.1 KM 3494459.8 |
 KV5796| CB5486 RAFF RM 3                            59.214 METERS 35021     |
 KV5796|---------------------------------------------------------------------|
 KV5796
 KV5796                          SUPERSEDED SURVEY CONTROL
 KV5796
 KV5796  NAD 83(1986)-  40 30 23.44824(N)    074 35 12.09697(W) AD(       ) 1
 KV5796  NAD 27      -  40 30 23.07400(N)    074 35 13.53300(W) AD(       ) 1
 KV5796  NGVD 29 (10/04/91)   29.7    (m)           97.     (f) GPS OBS        
 KV5796
 KV5796.Superseded values are not recommended for survey control.
 KV5796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5796.See file dsdata.txt to determine how the superseded data were derived.
 KV5796
 KV5796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3501884060(NAD 83)
 KV5796_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5796_SP_SET: CONCRETE POST
 KV5796_STAMPING: RAFF 1933
 KV5796_MARK LOGO: CGS   
 KV5796_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5796+STABILITY: SURFACE MOTION
 KV5796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5796+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1990
 KV5796
 KV5796  HISTORY     - Date     Condition        Report By
 KV5796  HISTORY     - 1933     MONUMENTED       CGS
 KV5796  HISTORY     - 1933     GOOD             CGS
 KV5796  HISTORY     - 1974     GOOD             NGS
 KV5796  HISTORY     - 19891206 GOOD             NJGS
 KV5796  HISTORY     - 19900209 GOOD
 KV5796  HISTORY     - 20031122 GOOD             USPSQD
 KV5796
 KV5796                          STATION DESCRIPTION
 KV5796
 KV5796'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 KV5796'THIS STATION IS ON THE PROPERTY OF MARY RAFFANELLO, ABOUT 1/2 MILE
 KV5796'N OF MILLSTONE, AND ABOUT 1/2 MILE W OF THE RARITAN RIVER.  THE
 KV5796'STATION IS 12 FEET SE OF THE SE CORNER OF A HENHOUSE, THE MOST
 KV5796'EASTERLY OF THE GROUP OF BUILDINGS.  50 FEET S OF THE CENTER OF
 KV5796'THE LANE LEADING E FROM THE BARN.  AND 35 FEET S OF THE FIRST
 KV5796'TREE E OF THE BUILDINGS, ON THE S SIDE OF THE LANE.  THE MARK
 KV5796'PROJECTS 8 INCHES.
 KV5796'
 KV5796'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5796'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A, AND 11B.
 KV5796'
 KV5796'REFERENCE MARK NO.1 IS N OF THE STATION, 10 FEET E OF A LONE TREE
 KV5796'E OF THE HORSEBARN.  45 FEET E OF THE NE CORNER OF THE
 KV5796'HORSEBARN.  AND 60 FEET N OF THE CENTER OF THE LANE.  IT PROJECTS
 KV5796'8 INCHES.  REFERENCE MARK NO.2 IS E OF THE STATION, 12 FEET S OF
 KV5796'THE CENTER OF THE LANE, BETWEEN THE NINTH AND TENTH TREES E OF THE
 KV5796'BUILDINGS ON THE S SIDE OF THE LANE.  IT PROJECTS 10 INCHES.
 KV5796'
 KV5796'THE AZIMUTH MARK IS NW OF THE STATION, AND ON THE OPPOSITE
 KV5796'SIDE OF THE SAME FIELD THAT THE STATION IS IN.  AND 90 FEET E OF
 KV5796'THE NE CORNER OF A SCHOOLHOUSE.  IT PROJECTS 10 INCHES.
 KV5796'
 KV5796'TO REACH FROM THE W END OF THE BRIDGE OVER RARITAN RIVER
 KV5796'(BETWEEN MILLSTONE AND E MILLSTONE) GO N ON THE MAIN HIGHWAY
 KV5796'0.25 MILE TO A WHITE HOUSE WITH GREEN TRIMMINGS (MARY RAFFANELLOS
 KV5796'HOUSE) ON THE E SIDE OF THE ROAD AT THE TOP OF THE GRADE.  TURN
 KV5796'IN THE ROAD BESIDE THE HOUSE, AND CONTINUE OUT PAST THE BARN
 KV5796'TO THE STATION.
 KV5796
 KV5796                          STATION RECOVERY (1933)
 KV5796
 KV5796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 KV5796'RECOVERED IN GOOD CONDITION.
 KV5796
 KV5796                          STATION RECOVERY (1974)
 KV5796
 KV5796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KV5796'UNABLE TO MEASURE BETWEEN RMS.
 KV5796'
 KV5796'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 KV5796'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 KV5796'FOUND DESTROYED.  A NEW REFERENCE MARK 3 WAS ESTABLISHED AT
 KV5796'THIS DATE.  THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE
 KV5796'GROUND.  THE DISTANCE TO REFERENCE MARK 2 WAS WITHIN CLOSE
 KV5796'AGREEMENT WITH THE 1933 MEASUREMENT.  THERE ARE NO OTHER OBJECTS
 KV5796'VISIBLE FROM THE GROUND AT THIS STATION.
 KV5796'
 KV5796'A COMPLETE NEW DESCRIPTION FOLLOWS.
 KV5796'
 KV5796'THE STATION IS LOCATED 8 MILES WEST OF NEW BRUNSWICK, 1/2 MILE
 KV5796'NORTHWEST OF EAST MILLSTONE AND 1/2 MILE WEST OF THE RARITAN
 KV5796'RIVER.  THE PROPERTY IS OWNED BY MR. T. MATUSE, 1335 RIVER ROAD,
 KV5796'EAST MILLSTONE, NEW JERSEY AND MR. MATUSE LIVES IN THE HOUSE
 KV5796'AT THE STATION.
 KV5796'
 KV5796'TO REACH FROM THE POST OFFICE IN EAST MILLSTONE, GO WEST ON STATE
 KV5796'HIGHWAY 514 FOR 0.4 MILE TO A T-INTERSECTION.  TURN RIGHT AND
 KV5796'GO NORTH ON STATE HIGHWAY 533 FOR 0.1 MILE TO A SCHOOL HOUSE ON
 KV5796'THE RIGHT AND THE AZIMUTH MARK JUST NORTHEAST OF THE SCHOOL
 KV5796'HOUSE.  CONTINUE NORTH ON STATE HIGHWAY 533 FOR 0.15 MILE TO
 KV5796'MR. MATUSES HOME ON THE RIGHT AND THE STATION ON THE RIGHT.
 KV5796'
 KV5796'THE STATION MARK IS A STANDARD DISK STAMPED RAFF 1933, SET IN
 KV5796'THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT
 KV5796'1-INCH.  IT IS 239 FEET EAST OF MR. MATUSES HOUSE, 215 FEET SOUTH
 KV5796'OF THE CENTER OF BEARDSLEE ROAD, 192 FEET SOUTHEAST OF POWERLINE
 KV5796'POLE NUMBERED HM 4353.  127 FEET SOUTH OF THE SOUTHWEST CORNER OF
 KV5796'A HOUSE NUMBERED 6, 50 FEET SOUTH OF THE CENTER OF A OLD FARM ROAD
 KV5796'AND 1.8 FEET NORTH OF A WITNESS POST.
 KV5796'
 KV5796'REFERENCE MARK 2 IS A STANDARD DISK STAMPED RAFF NO 2 1933, SET
 KV5796'IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 KV5796'8-INCHES.  IT IS 208 FEET SOUTH OF THE CENTER OF BEARDSLEE ROAD,
 KV5796'124 FEET EAST OF THE WITNESS POST, 108 FEET SOUTH OF THE
 KV5796'SOUTHWEST CORNER OF A HOUSE NUMBERED 8 AND 12 FEET SOUTH OF THE
 KV5796'EXTENDED CENTER OF THE OLD FARM ROAD.
 KV5796'
 KV5796'REFERENCE MARK 3 IS A STANDARD DISK STAMPED RAFF 1933 NO 3 1974,
 KV5796'SET IN THE NORTH CURB OF BEARDSLEE ROAD.  IT IS 50.2 FEET NORTHWEST
 KV5796'OF THE NORTHWEST CORNER OF HOUSE NUMBERED 6, 17 FEET SOUTH OF THE
 KV5796'CENTER OF BEARDSLEE ROAD AND 2.3 FEET NORTHWEST OF POWERLINE POLE
 KV5796'NUMBERED HM 4353.
 KV5796'
 KV5796'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RAFF 1933, SET IN
 KV5796'THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT PROJECTING 1 FOOT.  IT
 KV5796'IS 360 FEET EAST OF THE CENTER OF STATE HIGHWAY 533, 174 FEET
 KV5796'NORTHEAST OF A POWERLINE POLE NUMBERED S 56 PS 132 MS AND 102 FEET
 KV5796'EAST OF THE NORTHEAST CORNER OF THE SCHOOL HOUSE.
 KV5796'
 KV5796'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5796'1/2 MILE NORTHWEST OF EAST MILLSTONE.
 KV5796
 KV5796                          STATION RECOVERY (1989)
 KV5796
 KV5796'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV5796'THE STATION IS LOCATED IN MILLSTONE BOROUGH, IN A LARGE VACANT LOT, ON
 KV5796'THE SOUTH SIDE OF MAPLE TERRACE, BELONGING TO MRS. ANNA PULDA OF 814
 KV5796'SOUTH MAIN STREET, MANVILLE, N.J. 08835.  TO REACH THE STATION FROM
 KV5796'THE NORTH JUNCTION OF AMWELL ROAD, COUNTY ROAD 514 AND MAIN STREET,
 KV5796'COUNTY ROAD 533, IN MILLSTONE BOROUGH, GO 0.48 KM (0.30 MI) NORTH ON
 KV5796'MAIN STREET TO BEARDSLEE STREET.  TURN RIGHT FOR 0.16 KM (0.10 MI) TO
 KV5796'6 BEARDSLEE STREET, A CREAM COLORED HOUSE, THE JENSEN RESIDENCE AND
 KV5796'THE STATION TO THE SOUTH.  REFERENCE MARK 3 IS IN THE CURB AT THE
 KV5796'NORTHWEST PROPERTY LINE.  THE STATION IS 59.2 M (194.23 FT) SOUTH OF
 KV5796'THE BEARDSLEE STREET CURB, 38.35 M (125.82 FT) SOUTH OF THE SOUTHWEST
 KV5796'CORNER AND 38.6 M (126.64 FT) SOUTH SOUTHWEST OF THE SOUTHEAST CORNER
 KV5796'OF THE JENSEN HOUSE, 46.5 M (152.56 FT) NORTHEAST OF THE NORTHEAST
 KV5796'CORNER OF A GOLD COLORED HOUSE AT 12 MAPLE TERRACE, AND 1.7 M
 KV5796'(5.58 FT) SOUTH OF A METAL WITNESS POST.  THE STATION IS 0.2 M
 KV5796'(0.66 FT) ABOVE THE GROUND.  TO SAVE PACKING IN GEAR TO OCCUPY THE
 KV5796'STATION, ASK TO USE THE DRIVEWAY AT 12 MAPLE TERRACE.
 KV5796
 KV5796                          STATION RECOVERY (1990)
 KV5796
 KV5796'RECOVERED 1990
 KV5796'RECOVERED IN GOOD CONDITION.
 KV5796
 KV5796                          STATION RECOVERY (2003)
 KV5796
 KV5796'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV5796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0039 ***********************************************************************
 KV0039  DESIGNATION -  RAHWAY
 KV0039  PID         -  KV0039
 KV0039  STATE/COUNTY-  NJ/UNION
 KV0039  USGS QUAD   -  PERTH AMBOY (1981)
 KV0039
 KV0039                         *CURRENT SURVEY CONTROL
 KV0039  ___________________________________________________________________
 KV0039* NAD 83(1986)-  40 36 29.     (N)    074 16 33.     (W)     SCALED    
 KV0039* NAVD 88     -         7.239  (meters)      23.75   (feet)  ADJUSTED  
 KV0039  ___________________________________________________________________
 KV0039  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KV0039  DYNAMIC HT  -           7.236 (meters)      23.74  (feet)  COMP
 KV0039  MODELED GRAV-     980,212.7   (mgal)                       NAVD 88
 KV0039
 KV0039  VERT ORDER  -  FIRST     CLASS I
 KV0039
 KV0039.The horizontal coordinates were scaled from a topographic map and have
 KV0039.an estimated accuracy of +/- 6 seconds.
 KV0039
 KV0039.The orthometric height was determined by differential leveling
 KV0039.and adjusted by the National Geodetic Survey in June 1991..
 KV0039
 KV0039.The geoid height was determined by GEOID03.
 KV0039
 KV0039.The dynamic height is computed by dividing the NAVD 88
 KV0039.geopotential number by the normal gravity value computed on the
 KV0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0039.degrees latitude (g = 980.6199 gals.).
 KV0039
 KV0039.The modeled gravity was interpolated from observed gravity values.
 KV0039
 KV0039;                    North         East    Units  Estimated Accuracy
 KV0039;SPC NJ       -   197,050.      168,970.      MT  (+/- 180 meters Scaled)
 KV0039
 KV0039                          SUPERSEDED SURVEY CONTROL
 KV0039
 KV0039  NGVD 29 (04/16/92)    7.558  (m)           24.80   (f) ADJUSTED    1 1
 KV0039
 KV0039.Superseded values are not recommended for survey control.
 KV0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0039.See file dsdata.txt to determine how the superseded data were derived.
 KV0039
 KV0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK612955(NAD 83)
 KV0039_MARKER: DB = BENCH MARK DISK
 KV0039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0039_SP_SET: BRIDGE
 KV0039_STAMPING: 24.888 RAHWAY 1933
 KV0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0039+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2004
 KV0039
 KV0039  HISTORY     - Date     Condition        Report By
 KV0039  HISTORY     - 1933     MONUMENTED       CGS
 KV0039  HISTORY     - 1936     GOOD             CGS
 KV0039  HISTORY     - 1965     GOOD             CGS
 KV0039  HISTORY     - 19940630 GOOD             USPSQD
 KV0039  HISTORY     - 20040407 GOOD             GEOCAC
 KV0039
 KV0039                          STATION DESCRIPTION
 KV0039
 KV0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 KV0039'AT RAHWAY.
 KV0039'AT RAHWAY, UNION COUNTY, ON POPLAR STREET, BETWEEN MAIN STREET
 KV0039'AND IRVING AVENUE, 145 FEET EAST OF THE CENTERLINE OF IRVING
 KV0039'AVENUE, 25 FEET SOUTH OF THE CENTERLINE OF POPLAR STREET, IN
 KV0039'THE WEST END OF THE SOUTHWEST WING WALL OF THE PENNSYLVANIA
 KV0039'RAILROAD BRIDGE OVER POPLAR STREET, AND ABOUT 2-1/2 FEET HIGHER
 KV0039'THAN THE SIDEWALK.  A STANDARD DISK, STAMPED 24.888 RAHWAY 1933.
 KV0039
 KV0039                          STATION RECOVERY (1965)
 KV0039
 KV0039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0039'RECOVERED IN GOOD CONDITION.
 KV0039
 KV0039                          STATION RECOVERY (1994)
 KV0039
 KV0039'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0039'RECOVERED IN GOOD CONDITION.
 KV0039
 KV0039                          STATION RECOVERY (2004)
 KV0039
 KV0039'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 KV0039'HANDHELD COORDINATES ARE N40-36.476 W074-16.516.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4827 ***********************************************************************
 KV4827  DESIGNATION -  RAHWAY
 KV4827  PID         -  KV4827
 KV4827  STATE/COUNTY-  NJ/MIDDLESEX
 KV4827  USGS QUAD   -  PERTH AMBOY (1981)
 KV4827
 KV4827                         *CURRENT SURVEY CONTROL
 KV4827  ___________________________________________________________________
 KV4827* NAD 83(1996)-  40 35 31.50701(N)    074 16 00.54056(W)     ADJUSTED  
 KV4827* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 KV4827  ___________________________________________________________________
 KV4827  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 KV4827  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KV4827
 KV4827  HORZ ORDER  -  FIRST
 KV4827
 KV4827.The horizontal coordinates were established by classical geodetic methods
 KV4827.and adjusted by the National Geodetic Survey in September 1999..
 KV4827
 KV4827.The orthometric height was scaled from a topographic map.
 KV4827
 KV4827.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4827
 KV4827.The geoid height was determined by GEOID03.
 KV4827
 KV4827;                    North         East     Units Scale Factor Converg.
 KV4827;SPC NJ       -   195,279.311   169,737.398   MT  0.99990479   +0 09 06.2
 KV4827;SPC NJ       -   640,678.87    556,880.11   sFT  0.99990479   +0 09 06.2
 KV4827;SPC NY L     -    47,275.155   277,413.412   MT  1.00000499   -0 10 28.3
 KV4827;SPC NY L     -   155,101.90    910,147.17   sFT  1.00000499   -0 10 28.3
 KV4827;UTM  18      - 4,493,734.556   562,040.674   MT  0.99964738   +0 28 37.5
 KV4827
 KV4827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4827!SPC NJ       -   1.00000390  x   0.99990479  =   0.99990869
 KV4827!SPC NY L     -   1.00000390  x   1.00000499  =   1.00000889
 KV4827!UTM  18      -   1.00000390  x   0.99964738  =   0.99965128
 KV4827
 KV4827:                Primary Azimuth Mark                     Grid Az
 KV4827:SPC NJ       -  RAHWAY AZ MK                             007 31 56.2
 KV4827:SPC NY L     -  RAHWAY AZ MK                             007 51 30.7
 KV4827:UTM  18      -  RAHWAY AZ MK                             007 12 24.9
 KV4827
 KV4827|---------------------------------------------------------------------|
 KV4827| PID    Reference Object                     Distance      Geod. Az  |
 KV4827|                                                           dddmmss.s |
 KV4827| CB5487 RAHWAY AZ MK                                       0074102.4 |
 KV4827| KV4822 LINDEN AERO BEACON                  APPROX. 3.3 KM 0111949.7 |
 KV4827| CB5488 RAHWAY RM 1                          20.018 METERS 18604     |
 KV4827| CB5489 RAHWAY RM 2                          23.096 METERS 27649     |
 KV4827|---------------------------------------------------------------------|
 KV4827
 KV4827                          SUPERSEDED SURVEY CONTROL
 KV4827
 KV4827  NAD 83(1996)-  40 35 31.50684(N)    074 16 00.54064(W) AD(       ) 1
 KV4827  NAD 83(1986)-  40 35 31.50723(N)    074 16 00.53646(W) AD(       ) 1
 KV4827  NAD 27      -  40 35 31.13600(N)    074 16 02.01200(W) AD(       ) 1
 KV4827
 KV4827.Superseded values are not recommended for survey control.
 KV4827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4827.See file dsdata.txt to determine how the superseded data were derived.
 KV4827
 KV4827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6204193735(NAD 83)
 KV4827_MARKER: DS = TRIANGULATION STATION DISK
 KV4827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4827
 KV4827  HISTORY     - Date     Condition        Report By
 KV4827  HISTORY     - 1935     MONUMENTED       CGS
 KV4827  HISTORY     - 1961     GOOD             CGS
 KV4827  HISTORY     - 1969     GOOD             CGS
 KV4827
 KV4827                          STATION DESCRIPTION
 KV4827
 KV4827'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV4827'STATION IS ON THE GROUNDS OF THE NEW JERSEY STATE REFORMATORY AT
 KV4827'RAHWAY, ON THE FRONT (E) SIDE OF THE INSTITUTION, AT THE NE CORNER
 KV4827'OF THE GROUNDS, APPROXIMATELY 250 FEET NNE OF THE FLAGPOLE, 11
 KV4827'PACES N OF THE N DRIVEWAY, 10 PACES S OF THE S EDGE OF A
 KV4827'CULTIVATED FIELD AND 6 PACES W OF THE HEDGE FENCE.  THE MARK IS
 KV4827'LEVEL WITH THE SURFACE OF THE GROUND.
 KV4827'
 KV4827'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KV4827'BRONZE DISKS SET IN CONCRETE.
 KV4827'
 KV4827'REFERENCE MARK NO.1 IS 9 PACES S OF THE CENTER LINE OF THE N
 KV4827'DRIVEWAY, 7 PACES N OF AN 8-INCH TREE AND IS FLUSH WITH THE SURFACE
 KV4827'OF THE GROUND.
 KV4827'
 KV4827'REFERENCE MARK NO.2 IS 2 FEET S OF THE S EDGE OF THE CULTIVATED
 KV4827'FIELD, AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 KV4827'
 KV4827'AZIMUTH MARK IS 4 PACES N OF FENCE LINE, 5 PACES S OF THE
 KV4827'CENTER LINE OF DIRT ROAD, 20 PACES E OF POLE NO.PS-1727-WB AND
 KV4827'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 KV4827'
 KV4827'A 64-FOOT TOWER WILL CLEAR ALL LINES OBSERVED FROM THIS STATION.
 KV4827'
 KV4827'R.M. NO. 1 IS 103.18 FEET SSW OF R.M. NO. 2.
 KV4827
 KV4827                          STATION RECOVERY (1961)
 KV4827
 KV4827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GRF)
 KV4827'STATION MARK, REFERENCE MARK NO. 1 AND AZIMUTH MARK RECOVERED IN
 KV4827'GOOD CONDITION.  REFERENCE MARK NO. 2 WAS NOT RECOVERED AT THIS TIME
 KV4827'BUT IT IS BELIEVED TO BE IN POSITION BUT COVERED WITH ABOUT 8 TO 10
 KV4827'INCHES OF SOD.  DESCRIPTION IS ADEQUATE.
 KV4827'
 KV4827'THE AZIMUTH MARK WAS REMOVED DUE TO NEW ROAD CONSTRUCTION.  NEW
 KV4827'BUILDINGS HAVE BEEN ERECTED AND THE AZIMUTH MARK COULD NOT BE
 KV4827'SEEN FROM THE STATION.  A NEW AZIMUTH MARK WAS NOT SET AT THIS
 KV4827'TIME.  THE YELLOW BRICK SMOKE STACK (APPROX. 0.4 MILE) AND THE
 KV4827'BLACK WATER TANK (KNOB ON TOP, APPROX. 0.3 MILE) LISTED IN THE
 KV4827'ORIGINAL DESCRIPTION OF THE STATION CAN BE USED FOR AZIMUTH.
 KV4827
 KV4827                          STATION RECOVERY (1969)
 KV4827
 KV4827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (AB)
 KV4827'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4825 ***********************************************************************
 KV4825  DESIGNATION -  RAHWAY MERCK CO TANK
 KV4825  PID         -  KV4825
 KV4825  STATE/COUNTY-  NJ/UNION
 KV4825  USGS QUAD   -  PERTH AMBOY (1981)
 KV4825
 KV4825                         *CURRENT SURVEY CONTROL
 KV4825  ___________________________________________________________________
 KV4825* NAD 83(1996)-  40 36 52.71135(N)    074 15 55.99200(W)     ADJUSTED  
 KV4825* NAVD 88     -                                                        
 KV4825  ___________________________________________________________________
 KV4825  LAPLACE CORR-           5.36  (seconds)                    DEFLEC99
 KV4825  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KV4825
 KV4825  HORZ ORDER  -  THIRD
 KV4825
 KV4825.The horizontal coordinates were established by classical geodetic methods
 KV4825.and adjusted by the National Geodetic Survey in September 1999..
 KV4825
 KV4825
 KV4825.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4825
 KV4825.The geoid height was determined by GEOID03.
 KV4825
 KV4825;                    North         East     Units Scale Factor Converg.
 KV4825;SPC NJ       -   197,784.192   169,837.674   MT  0.99990484   +0 09 09.4
 KV4825;SPC NJ       -   648,896.97    557,209.10   sFT  0.99990484   +0 09 09.4
 KV4825;SPC NY L     -    49,779.672   277,527.962   MT  1.00000330   -0 10 25.3
 KV4825;SPC NY L     -   163,318.81    910,522.99   sFT  1.00000330   -0 10 25.3
 KV4825;UTM  18      - 4,496,239.321   562,126.699   MT  0.99964751   +0 28 41.2
 KV4825
 KV4825                          SUPERSEDED SURVEY CONTROL
 KV4825
 KV4825  NAD 83(1996)-  40 36 52.71129(N)    074 15 55.99225(W) AD(       ) 4
 KV4825  NAD 83(1986)-  40 36 52.71208(N)    074 15 55.98730(W) AD(       ) 4
 KV4825  NAD 27      -  40 36 52.33000(N)    074 15 57.45700(W) AD(       ) 3
 KV4825
 KV4825.Superseded values are not recommended for survey control.
 KV4825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4825.See file dsdata.txt to determine how the superseded data were derived.
 KV4825
 KV4825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6212796239(NAD 83)
 KV4825_MARKER: 53 = ELEVATED TANK
 KV4825
 KV4825  HISTORY     - Date     Condition        Report By
 KV4825  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4825  HISTORY     - 1934     GOOD             CGS
 KV4825  HISTORY     - 1956     GOOD             CGS
 KV4825  HISTORY     - 19940629 MARK NOT FOUND   USPSQD
 KV4825
 KV4825                          STATION DESCRIPTION
 KV4825
 KV4825'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4825'THE TANK, IN RAHWAY, JUST NW OF THE INTERSECTION OF LINCOLN AVENUE
 KV4825'AND LAWRENCE STREET IN THE PLANT OF THE MERCK COMPANY.  IT IS A
 KV4825'CONICAL-TOP, BLACK, IRON TANK ATOP AN IRON, SPIDER
 KV4825'STRUCTURE.  THERE IS A WHITE CROSS AND THE NAME MERCK LETTERED
 KV4825'ON FOUR SIDES.  THIS TANK IS ILLUMINATED AT NIGHT, AND HAS A
 KV4825'FLASHING RED LIGHT INSTALLED ON ITS TOP.
 KV4825'
 KV4825'THE STATION IS THE TANKS BALL APEX, APPROXIMATELY 140 FEET
 KV4825'ABOVE GROUND.
 KV4825
 KV4825                          STATION RECOVERY (1934)
 KV4825
 KV4825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4825'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION--THERE
 KV4825'IS NOW A 100-WATT LIGHT (FLASHING TYPE) ON TOP OF THIS TANK.
 KV4825
 KV4825                          STATION RECOVERY (1956)
 KV4825
 KV4825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 KV4825'RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 KV4825
 KV4825                          STATION RECOVERY (1994)
 KV4825
 KV4825'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4828 ***********************************************************************
 KV4828  DESIGNATION -  RAHWAY NJ REFORMATORY DOME
 KV4828  PID         -  KV4828
 KV4828  STATE/COUNTY-  NJ/MIDDLESEX
 KV4828  USGS QUAD   -  PERTH AMBOY (1981)
 KV4828
 KV4828                         *CURRENT SURVEY CONTROL
 KV4828  ___________________________________________________________________
 KV4828* NAD 83(1996)-  40 35 27.49967(N)    074 16 05.49761(W)     ADJUSTED  
 KV4828* NAVD 88     -                                                        
 KV4828  ___________________________________________________________________
 KV4828  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 KV4828  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KV4828
 KV4828  HORZ ORDER  -  THIRD
 KV4828
 KV4828.The horizontal coordinates were established by classical geodetic methods
 KV4828.and adjusted by the National Geodetic Survey in September 1999..
 KV4828
 KV4828
 KV4828.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4828
 KV4828.The geoid height was determined by GEOID03.
 KV4828
 KV4828;                    North         East     Units Scale Factor Converg.
 KV4828;SPC NJ       -   195,155.405   169,621.173   MT  0.99990474   +0 09 03.0
 KV4828;SPC NJ       -   640,272.36    556,498.80   sFT  0.99990474   +0 09 03.0
 KV4828;SPC NY L     -    47,151.900   277,296.472   MT  1.00000507   -0 10 31.5
 KV4828;SPC NY L     -   154,697.53    909,763.51   sFT  1.00000507   -0 10 31.5
 KV4828;UTM  18      - 4,493,610.024   561,925.184   MT  0.99964720   +0 28 34.2
 KV4828
 KV4828                          SUPERSEDED SURVEY CONTROL
 KV4828
 KV4828  NAD 83(1996)-  40 35 27.49983(N)    074 16 05.49845(W) AD(       ) 4
 KV4828  NAD 83(1986)-  40 35 27.49931(N)    074 16 05.48865(W) AD(       ) 4
 KV4828  NAD 27      -  40 35 27.13000(N)    074 16 06.96500(W) AD(       ) 3
 KV4828
 KV4828.Superseded values are not recommended for survey control.
 KV4828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4828.See file dsdata.txt to determine how the superseded data were derived.
 KV4828
 KV4828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6192593610(NAD 83)
 KV4828_MARKER: 87 = DOME
 KV4828
 KV4828  HISTORY     - Date     Condition        Report By
 KV4828  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4828  HISTORY     - 1990     GOOD             USPSQD
 KV4828
 KV4828                          STATION DESCRIPTION
 KV4828
 KV4828'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4828'THE PROMINENT COPPERED-DOME, W OF ARTHUR KILL, IN RAHWAY ON THE
 KV4828'W SIDE OF LAWRENCE STREET, 0.3 MILE S OF RANDOLPH STREET AND
 KV4828'1/2 MILE S OF RAHWAY RIVER, ATOP THE NEW JERSEY REFORMATORY.  IT
 KV4828'IS A VERY LARGE, SYMMETRICAL, COPPER-SHEATHED DOME.
 KV4828'
 KV4828'THE STATION IS THE DOME-APEX.
 KV4828
 KV4828                          STATION RECOVERY (1990)
 KV4828
 KV4828'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV4828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4829 ***********************************************************************
 KV4829  DESIGNATION -  RAHWAY PHILA QUARTZ CO CHIMMEY
 KV4829  PID         -  KV4829
 KV4829  STATE/COUNTY-  NJ/MIDDLESEX
 KV4829  USGS QUAD   -  PERTH AMBOY (1981)
 KV4829
 KV4829                         *CURRENT SURVEY CONTROL
 KV4829  ___________________________________________________________________
 KV4829* NAD 83(1996)-  40 35 02.86481(N)    074 16 35.62618(W)     ADJUSTED  
 KV4829* NAVD 88     -                                                        
 KV4829  ___________________________________________________________________
 KV4829  LAPLACE CORR-           5.17  (seconds)                    DEFLEC99
 KV4829  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KV4829
 KV4829  HORZ ORDER  -  THIRD
 KV4829
 KV4829.The horizontal coordinates were established by classical geodetic methods
 KV4829.and adjusted by the National Geodetic Survey in September 1999..
 KV4829
 KV4829
 KV4829.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4829
 KV4829.The geoid height was determined by GEOID03.
 KV4829
 KV4829;                    North         East     Units Scale Factor Converg.
 KV4829;SPC NJ       -   194,393.759   168,914.704   MT  0.99990440   +0 08 43.3
 KV4829;SPC NJ       -   637,773.52    554,180.99   sFT  0.99990440   +0 08 43.3
 KV4829;SPC NY L     -    46,394.213   276,585.606   MT  1.00000562   -0 10 51.2
 KV4829;SPC NY L     -   152,211.68    907,431.28   sFT  1.00000562   -0 10 51.2
 KV4829;UTM  18      - 4,492,844.577   561,223.233   MT  0.99964614   +0 28 14.4
 KV4829
 KV4829                          SUPERSEDED SURVEY CONTROL
 KV4829
 KV4829  NAD 83(1996)-  40 35 02.86489(N)    074 16 35.62718(W) AD(       ) 4
 KV4829  NAD 83(1986)-  40 35 02.86509(N)    074 16 35.61616(W) AD(       ) 4
 KV4829  NAD 27      -  40 35 02.49700(N)    074 16 37.09300(W) AD(       ) 3
 KV4829
 KV4829.Superseded values are not recommended for survey control.
 KV4829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4829.See file dsdata.txt to determine how the superseded data were derived.
 KV4829
 KV4829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6122392845(NAD 83)
 KV4829_MARKER: 85 = CHIMNEY
 KV4829
 KV4829  HISTORY     - Date     Condition        Report By
 KV4829  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4829
 KV4829                          STATION DESCRIPTION
 KV4829
 KV4829'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4829'THE BELL-TOP CHIMNEY, W OF ARTHUR KILL, IN RAHWAY APPROXIMATELY
 KV4829'1 MILE S OF RAHWAY RIVER AND AT THE W END OF A PRIVATE ROAD
 KV4829'RUNNING W OFF LAWRENCE STREET AND E OF THE SUPER-HIGHWAY,
 KV4829'SITUATED IN THE PLANT OF THE PHILADELPHIA QUARTZ COMPANY, RISING
 KV4829'FROM THE E SIDE OF THE ENGINE ROOM ROOF.  IT IS OF CONCRETE AND
 KV4829'HAS A BELL-SHAPED TOP.
 KV4829'
 KV4829'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 125 FEET ABOVE
 KV4829'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4826 ***********************************************************************
 KV4826  DESIGNATION -  RAHWAY WHEATENA CO TANK
 KV4826  PID         -  KV4826
 KV4826  STATE/COUNTY-  NJ/UNION
 KV4826  USGS QUAD   -  PERTH AMBOY (1981)
 KV4826
 KV4826                         *CURRENT SURVEY CONTROL
 KV4826  ___________________________________________________________________
 KV4826* NAD 83(1996)-  40 36 40.75166(N)    074 16 21.01077(W)     ADJUSTED  
 KV4826* NAVD 88     -                                                        
 KV4826  ___________________________________________________________________
 KV4826  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 KV4826  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KV4826
 KV4826  HORZ ORDER  -  THIRD
 KV4826
 KV4826.The horizontal coordinates were established by classical geodetic methods
 KV4826.and adjusted by the National Geodetic Survey in September 1999..
 KV4826
 KV4826
 KV4826.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4826
 KV4826.The geoid height was determined by GEOID03.
 KV4826
 KV4826;                    North         East     Units Scale Factor Converg.
 KV4826;SPC NJ       -   197,413.774   169,250.582   MT  0.99990456   +0 08 53.1
 KV4826;SPC NJ       -   647,681.69    555,282.95   sFT  0.99990456   +0 08 53.1
 KV4826;SPC NY L     -    49,412.568   276,938.712   MT  1.00000354   -0 10 41.7
 KV4826;SPC NY L     -   162,114.40    908,589.76   sFT  1.00000354   -0 10 41.7
 KV4826;UTM  18      - 4,495,865.670   561,541.872   MT  0.99964662   +0 28 24.8
 KV4826
 KV4826                          SUPERSEDED SURVEY CONTROL
 KV4826
 KV4826  NAD 83(1996)-  40 36 40.75180(N)    074 16 21.01135(W) AD(       ) 4
 KV4826  NAD 83(1986)-  40 36 40.75067(N)    074 16 21.00386(W) AD(       ) 4
 KV4826  NAD 27      -  40 36 40.38000(N)    074 16 22.47600(W) AD(       ) 3
 KV4826
 KV4826.Superseded values are not recommended for survey control.
 KV4826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4826.See file dsdata.txt to determine how the superseded data were derived.
 KV4826
 KV4826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6154295866(NAD 83)
 KV4826_MARKER: 53 = ELEVATED TANK
 KV4826
 KV4826  HISTORY     - Date     Condition        Report By
 KV4826  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4826  HISTORY     - 19940623 MARK NOT FOUND   USPSQD
 KV4826
 KV4826                          STATION DESCRIPTION
 KV4826
 KV4826'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4826'THE SQUARE TANK, IN RAHWAY, JUST W OF THE PENNSYLVANIA RAILROAD
 KV4826'TRACKS, AND ON THE NE CORNER OF GRAND STREET AND ELIZABETH
 KV4826'AVENUE, IN THE GROUNDS OF THE WHEATENA COMPANY.  IT IS A SQUARE,
 KV4826'YELLOW TANK ATOP A WHITE, IRON SPIDER STRUCTURE.  THE LETTERS
 KV4826'WHEATENA ARE PAINTED DIAGONALLY ACROSS EACH SIDE.  THERE IS A
 KV4826'WHITE, SQUARE BUILDING AT ITS BASE.  THIS TANK IS ILLUMINATED
 KV4826'AT NIGHT.
 KV4826'
 KV4826'THE TOP CENTER OF THE TANK IS THE STATION, APPROXIMATELY 140
 KV4826'FEET ABOVE THE GROUND.
 KV4826
 KV4826                          STATION RECOVERY (1994)
 KV4826
 KV4826'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV4826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3021 ***********************************************************************
 JU3021  DESIGNATION -  RAIL
 JU3021  PID         -  JU3021
 JU3021  STATE/COUNTY-  NJ/CAMDEN
 JU3021  USGS QUAD   -  CAMDEN (1995)
 JU3021
 JU3021                         *CURRENT SURVEY CONTROL
 JU3021  ___________________________________________________________________
 JU3021* NAD 83(1996)-  39 58 15.24177(N)    075 05 21.64109(W)     ADJUSTED  
 JU3021* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3021  ___________________________________________________________________
 JU3021  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 JU3021  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU3021
 JU3021  HORZ ORDER  -  THIRD
 JU3021
 JU3021.The horizontal coordinates were established by classical geodetic methods
 JU3021.and adjusted by the National Geodetic Survey in September 1999..
 JU3021
 JU3021.The orthometric height was scaled from a topographic map.
 JU3021
 JU3021.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3021
 JU3021.The geoid height was determined by GEOID03.
 JU3021
 JU3021;                    North         East     Units Scale Factor Converg.
 JU3021;SPC NJ       -   126,450.015    99,657.100   MT  0.99993119   -0 22 43.0
 JU3021;SPC NJ       -   414,861.42    326,958.34   sFT  0.99993119   -0 22 43.0
 JU3021;SPC PA S     -    74,215.878   827,264.357   MT  0.99999434   +1 43 34.4
 JU3021;SPC PA S     -   243,489.93  2,714,116.48   sFT  0.99999434   +1 43 34.4
 JU3021;UTM  18      - 4,424,531.287   492,370.322   MT  0.99960072   -0 03 26.6
 JU3021
 JU3021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3021!SPC NJ       -   1.00000505  x   0.99993119  =   0.99993624
 JU3021!SPC PA S     -   1.00000505  x   0.99999434  =   0.99999939
 JU3021!UTM  18      -   1.00000505  x   0.99960072  =   0.99960577
 JU3021
 JU3021:                Primary Azimuth Mark                     Grid Az
 JU3021:SPC NJ       -  PHILADELPHIA ALL SAINTS SPIRE            025 48 25.3
 JU3021:SPC PA S     -  PHILADELPHIA ALL SAINTS SPIRE            023 42 07.9
 JU3021:UTM  18      -  PHILADELPHIA ALL SAINTS SPIRE            025 29 08.9
 JU3021
 JU3021|---------------------------------------------------------------------|
 JU3021| PID    Reference Object                     Distance      Geod. Az  |
 JU3021|                                                           dddmmss.s |
 JU3021| KV3667 PHILADELPHIA ALL SAINTS SPIRE       APPROX. 3.8 KM 0252542.3 |
 JU3021| JU3032 DELAIR KIECKHEFER CONTAIN STK       APPROX. 2.2 KM 0705857.9 |
 JU3021| JU3073 PAVONIA HIGH STANDPIPE              APPROX. 2.0 KM 1872027.8 |
 JU3021| CB2906 RAIL RM 2                            51.500 METERS 24348     |
 JU3021| JU3070 PETTY IS CREW LEVICK OIL CO TK      APPROX. 0.7 KM 2623021.6 |
 JU3021| JU3060 PHILADELPHIA WM CRAMP CHIMNEY       APPROX. 2.0 KM 2803037.0 |
 JU3021| JU3072 EAST PET                            391.855 METERS 28209     |
 JU3021| CB2905 RAIL RM 1                            29.770 METERS 29859     |
 JU3021| JU3071 PHILADELPHIA P AND L LUMBER TK      APPROX. 1.1 KM 3354028.2 |
 JU3021|---------------------------------------------------------------------|
 JU3021
 JU3021                          SUPERSEDED SURVEY CONTROL
 JU3021
 JU3021  NAD 83(1991)-  39 58 15.23957(N)    075 05 21.64356(W) AD(       ) 3
 JU3021  NAD 83(1986)-  39 58 15.23648(N)    075 05 21.64808(W) AD(       ) 3
 JU3021  NAD 27      -  39 58 14.83500(N)    075 05 23.01900(W) AD(       ) 3
 JU3021
 JU3021.Superseded values are not recommended for survey control.
 JU3021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3021.See file dsdata.txt to determine how the superseded data were derived.
 JU3021
 JU3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9237024531(NAD 83)
 JU3021_MARKER: DS = TRIANGULATION STATION DISK
 JU3021_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU3021_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU3021
 JU3021  HISTORY     - Date     Condition        Report By
 JU3021  HISTORY     - 1925     MONUMENTED       CGS
 JU3021  HISTORY     - 1946     GOOD             CGS
 JU3021
 JU3021                          STATION DESCRIPTION
 JU3021
 JU3021'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3021'LOCATED ON THE SOUTHERN SIDE OF PETTY ISLAND, NEAR THE EASTERN
 JU3021'END, JUST BEYOND THE BRIDGE OF THE PETTY BRANCH OF THE
 JU3021'PENNSYLVANIA RAILROAD.  IT IS 35 FEET FROM THE END OF THE
 JU3021'BRIDGE, AND 8.8 FEET BELOW THE LOWER RAIL.
 JU3021'
 JU3021'SURFACE MARK IS A STANDARD BRONZE DISK IN A TILE.
 JU3021'
 JU3021'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILLED
 JU3021'HOLE IN THE CONCRETE FOUNDATION OF THE TRAIN SIGNAL.  NO. 2 IS
 JU3021'A STANDARD DISK CEMENTED IN A DRILLED HOLE IN AN OLD CONCRETE
 JU3021'FOUNDATION.
 JU3021'
 JU3021'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 JU3021
 JU3021                          STATION RECOVERY (1946)
 JU3021
 JU3021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3021'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 JU3021'CONDITION.  DISTANCE WAS MEASURED AND FOUND TO BE
 JU3021'CORRECT.  REFERENCE MARK 2 WAS NOT RECOVERED.  OLD CONCRETE
 JU3021'FOUNDATION COULD NOT BE FOUND.  AREA HAS BEEN FILLED
 JU3021'HYDRAULICALLY.  REFERENCE MARK 2 IS NOW UNDER THIS FILL,
 JU3021'ACCORDING TO LOCAL INFORMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4265 ***********************************************************************
 KV4265  DESIGNATION -  RAIL
 KV4265  PID         -  KV4265
 KV4265  STATE/COUNTY-  NJ/HUDSON
 KV4265  USGS QUAD   -  JERSEY CITY (1981)
 KV4265
 KV4265                         *CURRENT SURVEY CONTROL
 KV4265  ___________________________________________________________________
 KV4265* NAD 83(1996)-  40 44 33.66619(N)    074 07 12.34820(W)     ADJUSTED  
 KV4265* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KV4265  ___________________________________________________________________
 KV4265  LAPLACE CORR-           6.41  (seconds)                    DEFLEC99
 KV4265  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV4265
 KV4265  HORZ ORDER  -  THIRD
 KV4265
 KV4265.The horizontal coordinates were established by classical geodetic methods
 KV4265.and adjusted by the National Geodetic Survey in September 1999..
 KV4265
 KV4265.The orthometric height was scaled from a topographic map.
 KV4265
 KV4265.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4265
 KV4265.The geoid height was determined by GEOID03.
 KV4265
 KV4265;                    North         East     Units Scale Factor Converg.
 KV4265;SPC NJ       -   212,044.654   182,084.041   MT  0.99991267   +0 14 52.6
 KV4265;SPC NJ       -   695,683.17    597,387.39   sFT  0.99991267   +0 14 52.6
 KV4265;SPC NY L     -    63,971.439   289,856.484   MT  0.99999665   -0 04 42.8
 KV4265;SPC NY L     -   209,879.63    950,970.81   sFT  0.99999665   -0 04 42.8
 KV4265;UTM  18      - 4,510,565.618   574,288.694   MT  0.99966793   +0 34 27.5
 KV4265
 KV4265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4265!SPC NJ       -   1.00000447  x   0.99991267  =   0.99991714
 KV4265!SPC NY L     -   1.00000447  x   0.99999665  =   1.00000112
 KV4265!UTM  18      -   1.00000447  x   0.99966793  =   0.99967240
 KV4265
 KV4265|---------------------------------------------------------------------|
 KV4265| PID    Reference Object                     Distance      Geod. Az  |
 KV4265|                                                           dddmmss.s |
 KV4265| CB5491 RAIL RM 2                                          05013     |
 KV4265| KV4270 CONTRACTING COMPANY CHIMNEY         406.895 METERS 1225641.2 |
 KV4265| KV4272 FOUNDATION COMPANY CHIMNEY          APPROX. 1.0 KM 1444438.1 |
 KV4265| KV4276 LADEW                               APPROX. 0.9 KM 1825410.3 |
 KV4265| KV4261 ROAD                                272.323 METERS 20834     |
 KV4265| KV4682 PAPER MILL CHIMNEY                  APPROX. 1.1 KM 2214510.2 |
 KV4265| CB5490 RAIL RM 1                                          22534     |
 KV4265| KV4705 HYDRAULIC WORKS CHIMNEY             APPROX. 2.1 KM 2791434.1 |
 KV4265| KV4139 HARRISON CLARK THREAD CHIMNEY       APPROX. 3.7 KM 2863836.3 |
 KV4265| KV4708 SWIFT ARMOUR COMPANY STACK          APPROX. 1.5 KM 2881415.2 |
 KV4265| KV4148 LONE CHIMNEY                        APPROX. 3.4 KM 3320711.0 |
 KV4265| KV4137 ARLINGTON COMPANY CHIMNEY           APPROX. 3.1 KM 3335816.7 |
 KV4265| KV4201 N ARLINGTON SEABOARD MET CHIM       APPROX. 4.0 KM 3512201.8 |
 KV4265|---------------------------------------------------------------------|
 KV4265
 KV4265                          SUPERSEDED SURVEY CONTROL
 KV4265
 KV4265  NAD 83(1996)-  40 44 33.66610(N)    074 07 12.34835(W) AD(       ) 3
 KV4265  NAD 83(1996)-  40 44 33.66512(N)    074 07 12.35153(W) AD(       ) 3
 KV4265  NAD 83(1992)-  40 44 33.66501(N)    074 07 12.35209(W) AD(       ) 3
 KV4265  NAD 83(1986)-  40 44 33.66492(N)    074 07 12.35322(W) AD(       ) 3
 KV4265  NAD 27      -  40 44 33.29500(N)    074 07 13.83600(W) AD(       ) 3
 KV4265
 KV4265.Superseded values are not recommended for survey control.
 KV4265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4265.See file dsdata.txt to determine how the superseded data were derived.
 KV4265
 KV4265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7428910566(NAD 83)
 KV4265_MARKER: DS = TRIANGULATION STATION DISK
 KV4265_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4265_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4265
 KV4265  HISTORY     - Date     Condition        Report By
 KV4265  HISTORY     - 1913     MONUMENTED       CGS
 KV4265  HISTORY     - 1931     GOOD             CGS
 KV4265
 KV4265                          STATION DESCRIPTION
 KV4265
 KV4265'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4265'STATION IS ON THE E SIDE OF PASSAIC RIVER NEAR THE NE END OF
 KV4265'THE PENNSYLVANIA RAILROAD BRIDGE, AND 3 FEET FROM THE TOP OF THE
 KV4265'EMBANKMENT FOR FREIGHT TRACK.  THE STATION IS 115 FEET FROM THE
 KV4265'ABUTMENT OF THE RAILROAD BRIDGE AND IS MARKED BY A
 KV4265'C. AND G.S. STANDARD DISK SET IN 4-INCH TILE PIPE FILLED WITH
 KV4265'CONCRETE AND SUNK TO GROUND LEVEL.
 KV4265'
 KV4265'THE SUBSURFACE MARK IS A BURIED BOTTLE SET IN CONCRETE.
 KV4265'
 KV4265'TWO REFERENCE MARKS ARE PLACED RESPECTIVELY 124.73 FEET N 75
 KV4265'DEG E AND 14.60 FEET S 63 DEG W FROM THE STATION.  THE FIRST IS
 KV4265'A RAILROAD SIGNAL POLE NEAR THE BRIDGE OVER THE HUDSON AND
 KV4265'MANHATTAN RAILROAD.  THE OTHER IS AN IRON POST, WITH A WOODEN
 KV4265'BOX ON TOP, ABOUT 100 FEET E OF THE ABUTMENT OF THE BRIDGE OVER
 KV4265'THE RIVER.
 KV4265
 KV4265                          STATION RECOVERY (1931)
 KV4265
 KV4265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4265'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5346 ***********************************************************************
 KV5346  DESIGNATION -  RAIL
 KV5346  PID         -  KV5346
 KV5346  STATE/COUNTY-  NJ/MIDDLESEX
 KV5346  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5346
 KV5346                         *CURRENT SURVEY CONTROL
 KV5346  ___________________________________________________________________
 KV5346* NAD 83(1996)-  40 26 52.96393(N)    074 22 14.20095(W)     ADJUSTED  
 KV5346* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5346  ___________________________________________________________________
 KV5346  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 KV5346  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KV5346
 KV5346  HORZ ORDER  -  SECOND
 KV5346
 KV5346.The horizontal coordinates were established by classical geodetic methods
 KV5346.and adjusted by the National Geodetic Survey in September 1999..
 KV5346
 KV5346.The orthometric height was scaled from a topographic map.
 KV5346
 KV5346.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5346
 KV5346.The geoid height was determined by GEOID03.
 KV5346
 KV5346;                    North         East     Units Scale Factor Converg.
 KV5346;SPC NJ       -   179,267.975   160,975.345   MT  0.99990148   +0 05 02.2
 KV5346;SPC NJ       -   588,148.35    528,133.28   sFT  0.99990148   +0 05 02.2
 KV5346;UTM  18      - 4,477,678.003   553,371.818   MT  0.99963506   +0 24 30.0
 KV5346
 KV5346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5346!SPC NJ       -   1.00000502  x   0.99990148  =   0.99990649
 KV5346!UTM  18      -   1.00000502  x   0.99963506  =   0.99964007
 KV5346
 KV5346|---------------------------------------------------------------------|
 KV5346| PID    Reference Object                     Distance      Geod. Az  |
 KV5346|                                                           dddmmss.s |
 KV5346| KV5382 POINT 5 USE 1934                     24.787 METERS 03319     |
 KV5346| KV5355 PARAGON                             APPROX. 2.6 KM 1221007.2 |
 KV5346| CB5492 RAIL RM 1                           101.131 METERS 23604     |
 KV5346|---------------------------------------------------------------------|
 KV5346
 KV5346                          SUPERSEDED SURVEY CONTROL
 KV5346
 KV5346  NAD 83(1996)-  40 26 52.96312(N)    074 22 14.20217(W) AD(       ) 2
 KV5346  NAD 83(1986)-  40 26 52.96409(N)    074 22 14.20193(W) AD(       ) 2
 KV5346  NAD 27      -  40 26 52.58600(N)    074 22 15.66600(W) AD(       ) 2
 KV5346
 KV5346.Superseded values are not recommended for survey control.
 KV5346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5346.See file dsdata.txt to determine how the superseded data were derived.
 KV5346
 KV5346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5337277678(NAD 83)
 KV5346_MARKER: DS = TRIANGULATION STATION DISK
 KV5346_SETTING: 0 = UNSPECIFIED SETTING
 KV5346
 KV5346  HISTORY     - Date     Condition        Report By
 KV5346  HISTORY     - 1934     MONUMENTED       CGS
 KV5346
 KV5346                          STATION DESCRIPTION
 KV5346
 KV5346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5346'STATION IS LOCATED IN THE TOWN OF S RIVER ON THE PROPERTY OF THE
 KV5346'RARITAN RIVER RAILROAD AND JUST W OF THE DRAW BRIDGE OVER THE S
 KV5346'RIVER.  IT IS LOCATED 30 METERS W OF BANK AND 13 METERS S OF THE
 KV5346'CENTER LINE OF THE RAILROAD IN OPEN GROUND.
 KV5346'
 KV5346'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A TILE.
 KV5346'
 KV5346'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 KV5346'
 KV5346'REFERENCE MARK NO.1 IS W OF THE STATION, 2.5 METERS S OF THE S
 KV5346'RAIL 4.0 METERS N OF THE CENTER LINE OF ROAD RUNNING BETWEEN
 KV5346'RAILROAD AND AMERICAN ENAMEL BRICK CORPORATION PLANT (BURNED OUT)
 KV5346'ON THE RAILROAD PROPERTY.
 KV5346'
 KV5346'STATION PT.5 (U.S.E.) 1928 WAS USED AS REFERENCE MARK NO.2
 KV5346'AND IS NE OF STATION 10 METERS W OF THE W END OF DRAWBRIDGE 3
 KV5346'METERS S OF S RAIL IN CINDER-FILLED BRIDGE APPROACH.
 KV5346'
 KV5346'REACHED FROM S RIVER AS FOLLOWS--FOLLOW WHITEHALL STREET TO
 KV5346'FIRST ROAD (DIRT) RUNNING E (ON S SIDE OF RARITAN RIVER RAILROAD
 KV5346'PROPERTY).  FOLLOW THIS TO ITS END AND STATION IS ABOUT 200 METERS
 KV5346'W IN OPEN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0357 ***********************************************************************
 LY0357  DESIGNATION -  RAMSEY
 LY0357  PID         -  LY0357
 LY0357  STATE/COUNTY-  NJ/BERGEN
 LY0357  USGS QUAD   -  RAMSEY (1995)
 LY0357
 LY0357                         *CURRENT SURVEY CONTROL
 LY0357  ___________________________________________________________________
 LY0357* NAD 83(1986)-  41 03 26.     (N)    074 08 23.     (W)     SCALED    
 LY0357* NAVD 88     -       105.400  (meters)     345.80   (feet)  ADJUSTED  
 LY0357  ___________________________________________________________________
 LY0357  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 LY0357  DYNAMIC HT  -         105.357 (meters)     345.66  (feet)  COMP
 LY0357  MODELED GRAV-     980,216.8   (mgal)                       NAVD 88
 LY0357
 LY0357  VERT ORDER  -  FIRST     CLASS II
 LY0357
 LY0357.The horizontal coordinates were scaled from a topographic map and have
 LY0357.an estimated accuracy of +/- 6 seconds.
 LY0357
 LY0357.The orthometric height was determined by differential leveling
 LY0357.and adjusted by the National Geodetic Survey in June 1991..
 LY0357
 LY0357.The geoid height was determined by GEOID03.
 LY0357
 LY0357.The dynamic height is computed by dividing the NAVD 88
 LY0357.geopotential number by the normal gravity value computed on the
 LY0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0357.degrees latitude (g = 980.6199 gals.).
 LY0357
 LY0357.The modeled gravity was interpolated from observed gravity values.
 LY0357
 LY0357;                    North         East    Units  Estimated Accuracy
 LY0357;SPC NJ       -   246,960.      180,280.      MT  (+/- 180 meters Scaled)
 LY0357
 LY0357                          SUPERSEDED SURVEY CONTROL
 LY0357
 LY0357  NGVD 29 (??/??/92)  105.709  (m)          346.81   (f) ADJ UNCH    1 2
 LY0357
 LY0357.Superseded values are not recommended for survey control.
 LY0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0357.See file dsdata.txt to determine how the superseded data were derived.
 LY0357
 LY0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL722454(NAD 83)
 LY0357_MARKER: DB = BENCH MARK DISK
 LY0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0357_SP_SET: BASE OF EAST LIMESTONE COLUMN
 LY0357_STAMPING: RAMSEY 1933
 LY0357_MARK LOGO: CGS   
 LY0357_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0357+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2006
 LY0357
 LY0357  HISTORY     - Date     Condition        Report By
 LY0357  HISTORY     - 1933     MONUMENTED       CGS
 LY0357  HISTORY     - 1979     GOOD             NGS
 LY0357  HISTORY     - 1989     GOOD             USPSQD
 LY0357  HISTORY     - 1990     GOOD             USPSQD
 LY0357  HISTORY     - 19940602 GOOD             NJGS
 LY0357  HISTORY     - 19940727 GOOD             USPSQD
 LY0357  HISTORY     - 20060621 GOOD             GEOCAC
 LY0357
 LY0357                          STATION DESCRIPTION
 LY0357
 LY0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LY0357'AT RAMSEY.
 LY0357'AT RAMSEY, BERGEN COUNTY, ON EAST MAIN STREET, AT THE FIRST
 LY0357'NATIONAL BANK AND TRUST CO., 4 FEET EAST OF THE ENTRANCE TO THE
 LY0357'BANK, ON THE TOP OF THE BASE OF THE EAST LIMESTONE COLUMN,
 LY0357'AND ABOUT 1-1/2 FEET ABOVE THE SOUTH EDGE OF THE SIDEWALK.  A
 LY0357'STANDARD DISK, STAMPED RAMSEY 1933.
 LY0357
 LY0357                          STATION RECOVERY (1979)
 LY0357
 LY0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0357'RECOVERED IN GOOD CONDITION.
 LY0357
 LY0357                          STATION RECOVERY (1989)
 LY0357
 LY0357'RECOVERY NOTE BY US POWER SQUADRON 1989 (HK)
 LY0357'RECOVERED IN GOOD CONDITION.
 LY0357
 LY0357                          STATION RECOVERY (1990)
 LY0357
 LY0357'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 LY0357'RECOVERED IN GOOD CONDITION.
 LY0357
 LY0357                          STATION RECOVERY (1994)
 LY0357
 LY0357'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 LY0357'RECOVERED AS DESCRIBED.  THE BANK IS NOW THE NAMED THE CITIZENS FIRST
 LY0357'NATIONAL BANK, LOCATED ON THE SOUTHWEST CORNER OF THE JUNCTION OF EAST
 LY0357'MAIN STREET AND SPRUCE STREET.
 LY0357
 LY0357                          STATION RECOVERY (1994)
 LY0357
 LY0357'RECOVERY NOTE BY US POWER SQUADRON 1994
 LY0357'RECOVERED IN GOOD CONDITION.
 LY0357
 LY0357                          STATION RECOVERY (2006)
 LY0357
 LY0357'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 LY0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7005 ***********************************************************************
 KV7005  DESIGNATION -  RARITAN 1
 KV7005  PID         -  KV7005
 KV7005  STATE/COUNTY-  NJ/MIDDLESEX
 KV7005  USGS QUAD   -  SOUTH AMBOY (1981)
 KV7005
 KV7005                         *CURRENT SURVEY CONTROL
 KV7005  ___________________________________________________________________
 KV7005* NAD 83(1996)-  40 28 54.67809(N)    074 18 06.42797(W)     ADJUSTED  
 KV7005* NAVD 88     -        38.0    (meters)     125.     (feet)  GPS OBS   
 KV7005  ___________________________________________________________________
 KV7005  X           -   1,314,471.158 (meters)                     COMP
 KV7005  Y           -  -4,676,939.568 (meters)                     COMP
 KV7005  Z           -   4,118,831.123 (meters)                     COMP
 KV7005  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 KV7005  ELLIP HEIGHT-           5.51  (meters)          (10/23/02) GPS OBS
 KV7005  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KV7005
 KV7005  HORZ ORDER  -  FIRST
 KV7005  ELLP ORDER  -  FOURTH    CLASS I
 KV7005
 KV7005.The horizontal coordinates were established by GPS observations
 KV7005.and adjusted by the National Geodetic Survey in May 1999..
 KV7005
 KV7005.The orthometric height was determined by GPS observations and a
 KV7005.high-resolution geoid model.
 KV7005
 KV7005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7005
 KV7005.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7005
 KV7005.The ellipsoidal height was determined by GPS observations
 KV7005.and is referenced to NAD 83.
 KV7005
 KV7005.The geoid height was determined by GEOID03.
 KV7005
 KV7005;                    North         East     Units Scale Factor Converg.
 KV7005;SPC NJ       -   183,032.758   166,805.047   MT  0.99990348   +0 07 43.3
 KV7005;SPC NJ       -   600,499.97    547,259.56   sFT  0.99990348   +0 07 43.3
 KV7005;SPC NY L     -    35,044.198   274,411.079   MT  1.00001543   -0 11 50.6
 KV7005;SPC NY L     -   114,974.17    900,297.02   sFT  1.00001543   -0 11 50.6
 KV7005;UTM  18      - 4,481,474.743   559,178.574   MT  0.99964311   +0 27 11.9
 KV7005
 KV7005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7005!SPC NJ       -   0.99999914  x   0.99990348  =   0.99990262
 KV7005!SPC NY L     -   0.99999914  x   1.00001543  =   1.00001457
 KV7005!UTM  18      -   0.99999914  x   0.99964311  =   0.99964225
 KV7005
 KV7005:                Primary Azimuth Mark                     Grid Az
 KV7005:SPC NJ       -  RARITAN 2                                352 55 23.6
 KV7005:SPC NY L     -  RARITAN 2                                353 14 57.5
 KV7005:UTM  18      -  RARITAN 2                                352 35 55.0
 KV7005
 KV7005|---------------------------------------------------------------------|
 KV7005| PID    Reference Object                     Distance      Geod. Az  |
 KV7005|                                                           dddmmss.s |
 KV7005| KV7006 RARITAN 2                           APPROX. 0.8 KM 3530306.9 |
 KV7005|---------------------------------------------------------------------|
 KV7005
 KV7005                          SUPERSEDED SURVEY CONTROL
 KV7005
 KV7005  NAD 83(1996)-  40 28 54.67773(N)    074 18 06.42836(W) AD(       ) 1
 KV7005  NAD 83(1992)-  40 28 54.67690(N)    074 18 06.42789(W) AD(       ) 1
 KV7005  ELLIP H (04/25/94)    5.44   (m)                       GP(       ) 3 1
 KV7005
 KV7005.Superseded values are not recommended for survey control.
 KV7005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7005.See file dsdata.txt to determine how the superseded data were derived.
 KV7005
 KV7005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5917981475(NAD 83)
 KV7005_MARKER: DD = SURVEY DISK
 KV7005_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV7005_SP_SET: SURROUNDED BY MASS OF CONCRETE
 KV7005_STAMPING: RARITAN 1 1991
 KV7005_MARK LOGO: NJHA  
 KV7005_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV7005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7005+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1993
 KV7005
 KV7005  HISTORY     - Date     Condition        Report By
 KV7005  HISTORY     - 1991     MONUMENTED       NJHA
 KV7005  HISTORY     - 19930902 GOOD             NJGS
 KV7005
 KV7005                          STATION DESCRIPTION
 KV7005
 KV7005'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 KV7005'THE STATION IS LOCATED IN THE BOROUGH OF SAYREVILLE ON THE WEST SIDE
 KV7005'OF THE GARDEN STATE PARKWAY NORTHBOUND LANES AT ABOUT MILEPOINT
 KV7005'125.39 IN THE GRASS AREA BETWEEN THE NORTHBOUND AND SOUTHBOUND LANES.
 KV7005'THE STATION IS ABOUT 0.1 MI (0.2 KM) SOUTH OF A PAVED TURNAROUND
 KV7005'CONNECTING THE NORTH AND SOUTHBOUND LANES.  THE STATION IS 52.0 FT
 KV7005'(15.8 M) NORTHWEST FROM THE CORNER OF A CONCRETE WALL AT THE
 KV7005'NORTHWEST CORNER OF A BRIDGE CARRYING THE NORTHBOUND LANES OVER
 KV7005'RARITAN RIVER RAILROAD, 11.4 FT (3.5 M) WEST FROM LAMP POST NUMBER
 KV7005'SC20 AND 23.8 FT (7.3 M) WEST FROM AND NORMAL TO THE SOLID YELLOW
 KV7005'LANE LINE AT THE WEST EDGE OF THE NORTHBOUND LANE. THE STATION IS SET
 KV7005'FLUSH IN THE GRASS AREA IN THE TOP OF A CONCRETE FOUNDATION FORMERLY
 KV7005'OCCUPIED BY A LAMP POST.
 KV7005
 KV7005                          STATION RECOVERY (1993)
 KV7005
 KV7005'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV7005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7006 ***********************************************************************
 KV7006  DESIGNATION -  RARITAN 2
 KV7006  PID         -  KV7006
 KV7006  STATE/COUNTY-  NJ/MIDDLESEX
 KV7006  USGS QUAD   -  SOUTH AMBOY (1981)
 KV7006
 KV7006                         *CURRENT SURVEY CONTROL
 KV7006  ___________________________________________________________________
 KV7006* NAD 83(1996)-  40 29 21.08943(N)    074 18 10.64361(W)     ADJUSTED  
 KV7006* NAVD 88     -        29.0    (meters)      95.     (feet)  GPS OBS   
 KV7006  ___________________________________________________________________
 KV7006  X           -   1,314,230.604 (meters)                     COMP
 KV7006  Y           -  -4,676,450.593 (meters)                     COMP
 KV7006  Z           -   4,119,444.856 (meters)                     COMP
 KV7006  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 KV7006  ELLIP HEIGHT-          -3.55  (meters)          (10/23/02) GPS OBS
 KV7006  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KV7006
 KV7006  HORZ ORDER  -  FIRST
 KV7006  ELLP ORDER  -  FOURTH    CLASS I
 KV7006
 KV7006.The horizontal coordinates were established by GPS observations
 KV7006.and adjusted by the National Geodetic Survey in May 1999..
 KV7006
 KV7006.The orthometric height was determined by GPS observations and a
 KV7006.high-resolution geoid model.
 KV7006
 KV7006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7006
 KV7006.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7006
 KV7006.The ellipsoidal height was determined by GPS observations
 KV7006.and is referenced to NAD 83.
 KV7006
 KV7006.The geoid height was determined by GEOID03.
 KV7006
 KV7006;                    North         East     Units Scale Factor Converg.
 KV7006;SPC NJ       -   183,847.127   166,703.947   MT  0.99990343   +0 07 40.6
 KV7006;SPC NJ       -   603,171.78    546,927.87   sFT  0.99990343   +0 07 40.6
 KV7006;SPC NY L     -    35,859.221   274,314.605   MT  1.00001463   -0 11 53.4
 KV7006;SPC NY L     -   117,648.13    899,980.50   sFT  1.00001463   -0 11 53.4
 KV7006;UTM  18      - 4,482,288.314   559,072.889   MT  0.99964295   +0 27 09.4
 KV7006
 KV7006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7006!SPC NJ       -   1.00000056  x   0.99990343  =   0.99990399
 KV7006!SPC NY L     -   1.00000056  x   1.00001463  =   1.00001519
 KV7006!UTM  18      -   1.00000056  x   0.99964295  =   0.99964351
 KV7006
 KV7006:                Primary Azimuth Mark                     Grid Az
 KV7006:SPC NJ       -  RARITAN 1                                172 55 23.6
 KV7006:SPC NY L     -  RARITAN 1                                173 14 57.6
 KV7006:UTM  18      -  RARITAN 1                                172 35 54.8
 KV7006
 KV7006|---------------------------------------------------------------------|
 KV7006| PID    Reference Object                     Distance      Geod. Az  |
 KV7006|                                                           dddmmss.s |
 KV7006| KV7005 RARITAN 1                           APPROX. 0.8 KM 1730304.2 |
 KV7006|---------------------------------------------------------------------|
 KV7006
 KV7006                          SUPERSEDED SURVEY CONTROL
 KV7006
 KV7006  ELLIP H (05/14/99)   -3.54   (m)                       GP(       ) 4 1
 KV7006  NAD 83(1996)-  40 29 21.08907(N)    074 18 10.64400(W) AD(       ) 1
 KV7006  NAD 83(1992)-  40 29 21.08824(N)    074 18 10.64352(W) AD(       ) 1
 KV7006  ELLIP H (04/25/94)   -3.61   (m)                       GP(       ) 3 1
 KV7006
 KV7006.Superseded values are not recommended for survey control.
 KV7006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7006.See file dsdata.txt to determine how the superseded data were derived.
 KV7006
 KV7006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5907382288(NAD 83)
 KV7006_MARKER: DD = SURVEY DISK
 KV7006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7006_SP_SET: CONCRETE POST
 KV7006_STAMPING: RARITAN 2 1991
 KV7006_MARK LOGO: NJHA  
 KV7006_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7006+STABILITY: SURFACE MOTION
 KV7006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7006+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1994
 KV7006
 KV7006  HISTORY     - Date     Condition        Report By
 KV7006  HISTORY     - 1991     MONUMENTED       NJHA
 KV7006  HISTORY     - 19930902 GOOD             NJGS
 KV7006  HISTORY     - 19940503 GOOD             NJGS
 KV7006
 KV7006                          STATION DESCRIPTION
 KV7006
 KV7006'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 KV7006'THE STATION IS LOCATED IN THE BOROUGH OF SAYREVILLE AT THE TOP OF A
 KV7006'GRASS SLOPE TO THE RIGHT OF THE GARDEN STATE PARKWAY SOUTHBOUND LANES
 KV7006'AT ABOUT MILEPOINT 125.85.  THE STATION, FLUSH WITH THE GROUND , IS
 KV7006'ABOUT 0.25 MI (0.40 KM) NORTH OF THE RARITAN SOUTH TOLL GATES.  THE
 KV7006'STATION IS 181.4 FT (55.3 M) NORTH NORTHEAST FROM THE NORTHERLY MOST
 KV7006'TOLL PLAZA LAMP POST ON THE WEST SIDE OF THE SOUTHBOUND LANES, 67.5
 KV7006'FT (20.6 M) WEST NORTHWEST FROM, AND NORMAL TO, THE BACK OF GUIDE
 KV7006'RAIL AT THE WEST SIDE OF THE SOUTBOUND LANES.
 KV7006
 KV7006                          STATION RECOVERY (1993)
 KV7006
 KV7006'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV7006'RECOVERED IN GOOD CONDITION.
 KV7006
 KV7006                          STATION RECOVERY (1994)
 KV7006
 KV7006'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 KV7006'THE STATION IS LOCATED IN THE BOROUGH OF SAYREVILLE AT THE TOP OF A
 KV7006'GRASS SLOPE TO THE RIGHT OF THE GARDEN STATE PARKWAY SOUTHBOUND LANES
 KV7006'AT ABOUT MILEPOINT 125.85.  THE STATION, SET FLUSH WITH THE GROUND, IS
 KV7006'ABOUT 0.25 MI (0.40 KM) NORTH OF THE RARITAN SOUTH TOLL PLAZA. THE
 KV7006'STATION IS 181.4 FT (55.3 M) NORTH NORTHEAST FROM THE NORTHERLY MOST
 KV7006'TOLL PLAZA LAMP POST ON THE WEST SIDE OF THE SOUTHBOUND LANES, 67.5 FT
 KV7006'(20.6 M) WEST NORTHWEST FROM, AND NORMAL TO, THE BACK OF GUIDE RAIL AT
 KV7006'THE WEST SIDE OF THE SOUTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4870 ***********************************************************************
 KV4870  DESIGNATION -  RARITAN ARSENAL TANK
 KV4870  PID         -  KV4870
 KV4870  STATE/COUNTY-  NJ/MIDDLESEX
 KV4870  USGS QUAD   -  PERTH AMBOY (1981)
 KV4870
 KV4870                         *CURRENT SURVEY CONTROL
 KV4870  ___________________________________________________________________
 KV4870* NAD 83(1996)-  40 30 17.53491(N)    074 22 01.55490(W)     ADJUSTED  
 KV4870* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 KV4870  ___________________________________________________________________
 KV4870  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 KV4870  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KV4870
 KV4870  HORZ ORDER  -  SECOND
 KV4870
 KV4870.The horizontal coordinates were established by classical geodetic methods
 KV4870.and adjusted by the National Geodetic Survey in September 1999..
 KV4870
 KV4870.The orthometric height was scaled from a topographic map.
 KV4870
 KV4870.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4870
 KV4870.The geoid height was determined by GEOID03.
 KV4870
 KV4870;                    North         East     Units Scale Factor Converg.
 KV4870;SPC NJ       -   185,577.883   161,263.816   MT  0.99990156   +0 05 10.8
 KV4870;SPC NJ       -   608,850.10    529,079.70   sFT  0.99990156   +0 05 10.8
 KV4870;SPC NY L     -    37,621.123   268,883.813   MT  1.00001295   -0 14 24.4
 KV4870;SPC NY L     -   123,428.63    882,162.98   sFT  1.00001295   -0 14 24.4
 KV4870;UTM  18      - 4,483,987.764   553,624.472   MT  0.99963540   +0 24 39.9
 KV4870
 KV4870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4870!SPC NJ       -   0.99999734  x   0.99990156  =   0.99989890
 KV4870!SPC NY L     -   0.99999734  x   1.00001295  =   1.00001029
 KV4870!UTM  18      -   0.99999734  x   0.99963540  =   0.99963274
 KV4870
 KV4870:                Primary Azimuth Mark                     Grid Az
 KV4870:SPC NJ       -  SAY                                      185 39 30.1
 KV4870:SPC NY L     -  SAY                                      185 59 05.3
 KV4870:UTM  18      -  SAY                                      185 20 01.0
 KV4870
 KV4870|---------------------------------------------------------------------|
 KV4870| PID    Reference Object                     Distance      Geod. Az  |
 KV4870|                                                           dddmmss.s |
 KV4870| KV5342 SAY                                 APPROX. 5.2 KM 1854440.9 |
 KV4870|---------------------------------------------------------------------|
 KV4870
 KV4870                          SUPERSEDED SURVEY CONTROL
 KV4870
 KV4870  NAD 83(1996)-  40 30 17.53473(N)    074 22 01.55585(W) AD(       ) 2
 KV4870  NAD 83(1986)-  40 30 17.53701(N)    074 22 01.55551(W) AD(       ) 2
 KV4870  NAD 27      -  40 30 17.15700(N)    074 22 03.01800(W) AD(       ) 2
 KV4870
 KV4870.Superseded values are not recommended for survey control.
 KV4870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4870.See file dsdata.txt to determine how the superseded data were derived.
 KV4870
 KV4870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5362483988(NAD 83)
 KV4870_MARKER: 53 = ELEVATED TANK
 KV4870
 KV4870  HISTORY     - Date     Condition        Report By
 KV4870  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4870  HISTORY     - 1934     GOOD             CGS
 KV4870
 KV4870                          STATION DESCRIPTION
 KV4870
 KV4870'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4870'STATION IS N OF THE RARITAN RIVER, IN THE GROUNDS OF THE RARITAN
 KV4870'ARSENAL (U.S. ARMY) JUST E OF BUILDING E-15, ATOP THE ARSENAL
 KV4870'WATER TANK, A VERY PROMINENT ORDINARY-TYPE, CONICAL-TOP, BLACK,
 KV4870'STEEL WATER TANK (38.7 METER CIRCUMFERENCE) SURMOUNTING A SKELETON
 KV4870'SUPPORTING STRUCTURE.
 KV4870'
 KV4870'STATION IS THE 1-INCH VENT-HOLE CENTERED ATOP THE TANKS
 KV4870'BALL-APEX, APPROXIMATELY 150 FEET ABOVE GROUND.  NO GROUND
 KV4870'MONUMENTS WERE PLACED, NOR ANY REFERENCE MEASUREMENTS TAKEN.
 KV4870'
 KV4870'THE STATION WAS OCCUPIED CENTRALLY USING AN INSTRUMENT STAND
 KV4870'SECURED TO THE BALL-APEX AND OBSERVERS PLATFORM SUPPORTED WELL OUT
 KV4870'ON THE TANK ROOF.
 KV4870
 KV4870                          STATION RECOVERY (1934)
 KV4870
 KV4870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV4870'STATION WAS RECOVERED AS DESCRIBED - ORIGINAL DESCRIPTION
 KV4870'ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5377 ***********************************************************************
 KV5377  DESIGNATION -  RARITAN BAY BEACON 1
 KV5377  PID         -  KV5377
 KV5377  STATE/COUNTY-  NJ/MIDDLESEX
 KV5377  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5377
 KV5377                         *CURRENT SURVEY CONTROL
 KV5377  ___________________________________________________________________
 KV5377* NAD 83(1996)-  40 29 08.05729(N)    074 15 35.64555(W)     ADJUSTED  
 KV5377* NAVD 88     -                                                        
 KV5377  ___________________________________________________________________
 KV5377  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 KV5377  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KV5377
 KV5377  HORZ ORDER  -  THIRD
 KV5377
 KV5377.The horizontal coordinates were established by classical geodetic methods
 KV5377.and adjusted by the National Geodetic Survey in September 1999..
 KV5377
 KV5377
 KV5377.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5377
 KV5377.The geoid height was determined by GEOID03.
 KV5377
 KV5377;                    North         East     Units Scale Factor Converg.
 KV5377;SPC NJ       -   183,454.224   170,354.943   MT  0.99990510   +0 09 21.2
 KV5377;SPC NJ       -   601,882.73    558,906.18   sFT  0.99990510   +0 09 21.2
 KV5377;SPC NY L     -    35,445.505   277,963.709   MT  1.00001502   -0 10 12.0
 KV5377;SPC NY L     -   116,290.79    911,952.60   sFT  1.00001502   -0 10 12.0
 KV5377;UTM  18      - 4,481,916.201   562,725.108   MT  0.99964843   +0 28 49.9
 KV5377
 KV5377                          SUPERSEDED SURVEY CONTROL
 KV5377
 KV5377  NAD 83(1996)-  40 29 08.05702(N)    074 15 35.64566(W) AD(       ) 4
 KV5377  NAD 83(1986)-  40 29 08.05827(N)    074 15 35.64252(W) AD(       ) 4
 KV5377  NAD 27      -  40 29 07.67500(N)    074 15 37.12100(W) AD(       ) 3
 KV5377
 KV5377.Superseded values are not recommended for survey control.
 KV5377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5377.See file dsdata.txt to determine how the superseded data were derived.
 KV5377
 KV5377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6272581916(NAD 83)
 KV5377_MARKER: 14 = NAVIGATION LIGHT
 KV5377
 KV5377  HISTORY     - Date     Condition        Report By
 KV5377  HISTORY     - 1926     FIRST OBSERVED   CGS
 KV5377  HISTORY     - 1930     GOOD             CGS
 KV5377
 KV5377                          STATION DESCRIPTION
 KV5377
 KV5377'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (RFS)
 KV5377'CENTER OF LIGHT ON BEACON NO.1, VICINITY OF GREAT BEDS LIGHTHOUSE.
 KV5377
 KV5377                          STATION RECOVERY (1930)
 KV5377
 KV5377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5377'STATION RECOVERED IN GOOD CONDITION.
 KV5377'
 KV5377'THE SMALL AUTOMATIC LIGHT, CENTRALLY ERECTED OVER A CIRCULAR
 KV5377'ROCK-FILL 1/2 MILE W OF GREAT BEDS LIGHTHOUSE, ON THE N SIDE OF
 KV5377'THE S AMBOY CHANNEL.  IT IS THE USUAL LATTICE STRUCTURE AND 4-SIDED
 KV5377'TANK SECURED TO A CONCRETE BASE, PAINTED RED AND WHITE.
 KV5377'
 KV5377'THE STATION IS THE LIGHT APEX, APPROXIMATELY 20 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5379 ***********************************************************************
 KV5379  DESIGNATION -  RARITAN BAY JER CEN PWR TANK
 KV5379  PID         -  KV5379
 KV5379  STATE/COUNTY-  NJ/MIDDLESEX
 KV5379  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5379
 KV5379                         *CURRENT SURVEY CONTROL
 KV5379  ___________________________________________________________________
 KV5379* NAD 83(1996)-  40 29 26.62178(N)    074 16 52.90319(W)     ADJUSTED  
 KV5379* NAVD 88     -                                                        
 KV5379  ___________________________________________________________________
 KV5379  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 KV5379  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV5379
 KV5379  HORZ ORDER  -  THIRD
 KV5379
 KV5379.The horizontal coordinates were established by classical geodetic methods
 KV5379.and adjusted by the National Geodetic Survey in September 1999..
 KV5379
 KV5379
 KV5379.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5379
 KV5379.The geoid height was determined by GEOID03.
 KV5379
 KV5379;                    North         East     Units Scale Factor Converg.
 KV5379;SPC NJ       -   184,022.071   168,534.159   MT  0.99990423   +0 08 31.1
 KV5379;SPC NJ       -   603,745.74    552,932.49   sFT  0.99990423   +0 08 31.1
 KV5379;SPC NY L     -    36,023.764   276,145.986   MT  1.00001446   -0 11 02.5
 KV5379;SPC NY L     -   118,187.97    905,988.96   sFT  1.00001446   -0 11 02.5
 KV5379;UTM  18      - 4,482,473.577   560,901.606   MT  0.99964565   +0 27 59.9
 KV5379
 KV5379                          SUPERSEDED SURVEY CONTROL
 KV5379
 KV5379  NAD 83(1996)-  40 29 26.62158(N)    074 16 52.90343(W) AD(       ) 4
 KV5379  NAD 83(1986)-  40 29 26.62325(N)    074 16 52.90016(W) AD(       ) 4
 KV5379  NAD 27      -  40 29 26.24200(N)    074 16 54.37300(W) AD(       ) 3
 KV5379
 KV5379.Superseded values are not recommended for survey control.
 KV5379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5379.See file dsdata.txt to determine how the superseded data were derived.
 KV5379
 KV5379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6090282474(NAD 83)
 KV5379_MARKER: 53 = ELEVATED TANK
 KV5379
 KV5379  HISTORY     - Date     Condition        Report By
 KV5379  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV5379  HISTORY     - 1984     GOOD             NGS
 KV5379
 KV5379                          STATION DESCRIPTION
 KV5379
 KV5379'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV5379'STATION IS THE PROMINENT WATER TANK ON RARITAN BAY WATERFRONT
 KV5379'NEAR THE S AMBOY END OF THE CENTRAL RAILROAD OF NEW JERSEY BRIDGE
 KV5379'(WHICH CROSSES THE RARITAN RIVER FROM PERTH AMBOY TO S AMBOY),
 KV5379'RISING IN THE PLANT OF THE JERSEY CENTRAL POWER AND LIGHT COMPANY,
 KV5379'SE OF THE LARGE POWERHOUSE.  IT IS AN ORDINARY TYPE, CONICAL-TOP,
 KV5379'GRAY, STEEL WATER-TANK SURMOUNTING A SKELETON STEEL SUPPORTING
 KV5379'STRUCTURE.
 KV5379'
 KV5379'THE STATION IS THE TANKS BALL-APEX.
 KV5379
 KV5379                          STATION RECOVERY (1984)
 KV5379
 KV5379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BB)
 KV5379'STATION FOUND, NO CHANGES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5472 ***********************************************************************
 KV5472  DESIGNATION -  RARITAN R ANTIMONY PROD CHIM
 KV5472  PID         -  KV5472
 KV5472  STATE/COUNTY-  NJ/MIDDLESEX
 KV5472  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5472
 KV5472                         *CURRENT SURVEY CONTROL
 KV5472  ___________________________________________________________________
 KV5472* NAD 83(1996)-  40 29 24.65999(N)    074 23 06.13929(W)     ADJUSTED  
 KV5472* NAVD 88     -                                                        
 KV5472  ___________________________________________________________________
 KV5472  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 KV5472  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KV5472
 KV5472  HORZ ORDER  -  THIRD
 KV5472
 KV5472.The horizontal coordinates were established by classical geodetic methods
 KV5472.and adjusted by the National Geodetic Survey in September 1999..
 KV5472
 KV5472
 KV5472.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5472
 KV5472.The geoid height was determined by GEOID03.
 KV5472
 KV5472;                    North         East     Units Scale Factor Converg.
 KV5472;SPC NJ       -   183,944.951   159,745.460   MT  0.99990117   +0 04 28.7
 KV5472;SPC NJ       -   603,492.73    524,098.23   sFT  0.99990117   +0 04 28.7
 KV5472;SPC NY L     -    35,996.686   267,356.005   MT  1.00001452   -0 15 06.6
 KV5472;SPC NY L     -   118,099.13    877,150.49   sFT  1.00001452   -0 15 06.6
 KV5472;UTM  18      - 4,482,346.690   552,115.797   MT  0.99963343   +0 23 57.5
 KV5472
 KV5472                          SUPERSEDED SURVEY CONTROL
 KV5472
 KV5472  NAD 83(1996)-  40 29 24.65973(N)    074 23 06.14042(W) AD(       ) 4
 KV5472  NAD 83(1986)-  40 29 24.66381(N)    074 23 06.13894(W) AD(       ) 4
 KV5472  NAD 27      -  40 29 24.28500(N)    074 23 07.59900(W) AD(       ) 3
 KV5472
 KV5472.Superseded values are not recommended for survey control.
 KV5472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5472.See file dsdata.txt to determine how the superseded data were derived.
 KV5472
 KV5472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5211682347(NAD 83)
 KV5472_MARKER: 85 = CHIMNEY
 KV5472
 KV5472  HISTORY     - Date     Condition        Report By
 KV5472  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5472
 KV5472                          STATION DESCRIPTION
 KV5472
 KV5472'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5472'THE TALL CHIMNEY, ON THE N SIDE OF THE RARITAN RIVER, SW OF
 KV5472'THE PROMINENT RARITAN ARSENAL TANK, IN THE PLANT OF THE
 KV5472'ANTIMONY PRODUCTS COMPANY, RISING FROM THE GROUND AT THE W END OF
 KV5472'THE LARGEST BUILDING.  IT IS AN ORDINARY TYPE, ROUND, YELLOW-BRICK
 KV5472'CHIMNEY (13.9 METER BASE CIRCUMFERENCE) HAVING A PLAIN TOP.
 KV5472'
 KV5472'THE STATION IS THE CHIMNEY-TOP, APPROXIMATELY 100 FEET ABOVE
 KV5472'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5465 ***********************************************************************
 KV5465  DESIGNATION -  RARITAN R MET CEMENT CO CHIM
 KV5465  PID         -  KV5465
 KV5465  STATE/COUNTY-  NJ/MIDDLESEX
 KV5465  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5465
 KV5465                         *CURRENT SURVEY CONTROL
 KV5465  ___________________________________________________________________
 KV5465* NAD 83(1996)-  40 29 23.04967(N)    074 23 19.86898(W)     ADJUSTED  
 KV5465* NAVD 88     -                                                        
 KV5465  ___________________________________________________________________
 KV5465  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 KV5465  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV5465
 KV5465  HORZ ORDER  -  THIRD
 KV5465
 KV5465.The horizontal coordinates were established by classical geodetic methods
 KV5465.and adjusted by the National Geodetic Survey in September 1999..
 KV5465
 KV5465
 KV5465.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5465
 KV5465.The geoid height was determined by GEOID03.
 KV5465
 KV5465;                    North         East     Units Scale Factor Converg.
 KV5465;SPC NJ       -   183,894.870   159,422.220   MT  0.99990109   +0 04 19.8
 KV5465;SPC NJ       -   603,328.42    523,037.73   sFT  0.99990109   +0 04 19.8
 KV5465;UTM  18      - 4,482,294.793   551,792.933   MT  0.99963302   +0 23 48.6
 KV5465
 KV5465                          SUPERSEDED SURVEY CONTROL
 KV5465
 KV5465  NAD 83(1996)-  40 29 23.04937(N)    074 23 19.87015(W) AD(       ) 4
 KV5465  NAD 83(1986)-  40 29 23.05316(N)    074 23 19.86988(W) AD(       ) 4
 KV5465  NAD 27      -  40 29 22.67400(N)    074 23 21.32900(W) AD(       ) 3
 KV5465
 KV5465.Superseded values are not recommended for survey control.
 KV5465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5465.See file dsdata.txt to determine how the superseded data were derived.
 KV5465
 KV5465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5179382295(NAD 83)
 KV5465_MARKER: 63 = STACK
 KV5465
 KV5465  HISTORY     - Date     Condition        Report By
 KV5465  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5465  HISTORY     - 1985     GOOD             NGS
 KV5465
 KV5465                          STATION DESCRIPTION
 KV5465
 KV5465'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5465'THE PROMINENT STUBBY CHIMNEY ON THE N SHORE OF THE RARITAN RIVER,
 KV5465'SW OF THE PROMINENT RARITAN ARSENAL TANK, IN THE PLANT OF THE
 KV5465'METROPOLITAN CEMENT COMPANY, RISING FROM THE GROUND ON THE S
 KV5465'SIDE OF THE POWER HOUSE.  IT IS A VERY STOCKY, CYLINDRICAL,
 KV5465'WHITE CONCRETE CHIMNEY (6.8 METER BASE DIAMETER) HAVING A PLAIN
 KV5465'TOP.
 KV5465'
 KV5465'THE STATION IS THE CHIMNEY-TOP, APPROXIMATELY 80 FEET ABOVE GROUND.
 KV5465
 KV5465                          STATION RECOVERY (1985)
 KV5465
 KV5465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (RGP)
 KV5465'THE STATION WAS RECOVERED AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4854 ***********************************************************************
 KV4854  DESIGNATION -  RARITAN RIVER ARSENAL CHIMNEY
 KV4854  PID         -  KV4854
 KV4854  STATE/COUNTY-  NJ/MIDDLESEX
 KV4854  USGS QUAD   -  PERTH AMBOY (1981)
 KV4854
 KV4854                         *CURRENT SURVEY CONTROL
 KV4854  ___________________________________________________________________
 KV4854* NAD 83(1996)-  40 30 42.62257(N)    074 21 26.11083(W)     ADJUSTED  
 KV4854* NAVD 88     -                                                        
 KV4854  ___________________________________________________________________
 KV4854  LAPLACE CORR-           5.17  (seconds)                    DEFLEC99
 KV4854  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KV4854
 KV4854  HORZ ORDER  -  THIRD
 KV4854
 KV4854.The horizontal coordinates were established by classical geodetic methods
 KV4854.and adjusted by the National Geodetic Survey in September 1999..
 KV4854
 KV4854
 KV4854.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4854
 KV4854.The geoid height was determined by GEOID03.
 KV4854
 KV4854;                    North         East     Units Scale Factor Converg.
 KV4854;SPC NJ       -   186,352.956   162,097.008   MT  0.99990180   +0 05 33.8
 KV4854;SPC NJ       -   611,392.99    531,813.27   sFT  0.99990180   +0 05 33.8
 KV4854;SPC NY L     -    38,391.522   269,721.500   MT  1.00001223   -0 14 01.2
 KV4854;SPC NY L     -   125,956.19    884,911.29   sFT  1.00001223   -0 14 01.2
 KV4854;UTM  18      - 4,484,767.340   554,453.036   MT  0.99963650   +0 25 03.2
 KV4854
 KV4854                          SUPERSEDED SURVEY CONTROL
 KV4854
 KV4854  NAD 83(1996)-  40 30 42.62240(N)    074 21 26.11160(W) AD(       ) 4
 KV4854  NAD 83(1986)-  40 30 42.62506(N)    074 21 26.11026(W) AD(       ) 4
 KV4854  NAD 27      -  40 30 42.24600(N)    074 21 27.57400(W) AD(       ) 3
 KV4854
 KV4854.Superseded values are not recommended for survey control.
 KV4854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4854.See file dsdata.txt to determine how the superseded data were derived.
 KV4854
 KV4854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5445384767(NAD 83)
 KV4854_MARKER: 85 = CHIMNEY
 KV4854
 KV4854  HISTORY     - Date     Condition        Report By
 KV4854  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4854
 KV4854                          STATION DESCRIPTION
 KV4854
 KV4854'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4854'STATION IS THE LONE CHIMNEY, N OF THE RARITAN RIVER, IN THE
 KV4854'UPPER RARITAN ARSENAL AREA S OF THE WOODBRIDGE TURNPIKE, THE
 KV4854'PROPERTY OF THE U.S. ARMY.  IT IS A ROUND RED-BRICK CHIMNEY.
 KV4854'
 KV4854'THE CHIMNEY TOP, APPROXIMATELY 100 FEET ABOVE THE GROUND,
 KV4854'WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4868 ***********************************************************************
 KV4868  DESIGNATION -  RARITAN RIVER BEACON 2
 KV4868  PID         -  KV4868
 KV4868  STATE/COUNTY-  NJ/MIDDLESEX
 KV4868  USGS QUAD   -  PERTH AMBOY (1981)
 KV4868
 KV4868                         *CURRENT SURVEY CONTROL
 KV4868  ___________________________________________________________________
 KV4868* NAD 83(1996)-  40 30 24.54600(N)    074 18 53.02478(W)     ADJUSTED  
 KV4868* NAVD 88     -                                                        
 KV4868  ___________________________________________________________________
 KV4868  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 KV4868  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KV4868
 KV4868  HORZ ORDER  -  THIRD
 KV4868
 KV4868.The horizontal coordinates were established by classical geodetic methods
 KV4868.and adjusted by the National Geodetic Survey in September 1999..
 KV4868
 KV4868
 KV4868.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4868
 KV4868.The geoid height was determined by GEOID03.
 KV4868
 KV4868;                    North         East     Units Scale Factor Converg.
 KV4868;SPC NJ       -   185,802.128   165,701.843   MT  0.99990303   +0 07 13.2
 KV4868;SPC NJ       -   609,585.81    543,640.13   sFT  0.99990303   +0 07 13.2
 KV4868;SPC NY L     -    37,820.111   273,323.536   MT  1.00001275   -0 12 21.1
 KV4868;SPC NY L     -   124,081.48    896,728.97   sFT  1.00001275   -0 12 21.1
 KV4868;UTM  18      - 4,484,237.095   558,059.986   MT  0.99964149   +0 26 42.4
 KV4868
 KV4868                          SUPERSEDED SURVEY CONTROL
 KV4868
 KV4868  NAD 83(1996)-  40 30 24.54579(N)    074 18 53.02527(W) AD(       ) 4
 KV4868  NAD 83(1986)-  40 30 24.54780(N)    074 18 53.02293(W) AD(       ) 4
 KV4868  NAD 27      -  40 30 24.12800(N)    074 18 54.48600(W) AD(       ) 3
 KV4868
 KV4868.Superseded values are not recommended for survey control.
 KV4868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4868.See file dsdata.txt to determine how the superseded data were derived.
 KV4868
 KV4868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5806084237(NAD 83)
 KV4868_MARKER: 14 = NAVIGATION LIGHT
 KV4868
 KV4868  HISTORY     - Date     Condition        Report By
 KV4868  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4868  HISTORY     - 1982     GOOD             NJGS
 KV4868
 KV4868                          STATION DESCRIPTION
 KV4868
 KV4868'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4868'A SMALL, LIGHTED CHANNEL-BEACON, ON THE N BANK OF THE RARITAN RIVER
 KV4868'APPROXIMATELY 1-1/2 MILES W OF VICTORY BRIDGE, ERECTED CENTRALLY
 KV4868'AND SYMMETRICALLY OVER A SMALL, SQUARE, VERTICAL-SIDED CONCRETE
 KV4868'BASE (APPROXIMATELY 2 BY 2 METERS) LOCATED NEAR THE EASTERN END
 KV4868'OF A WOODEN-PILE SHORE LINE BULKHEAD.  IT IS THE USUAL 4-SIDED
 KV4868'LATTICE STRUCTURE (RED) SURMOUNTING A 4-SIDED TANK (WHITE)
 KV4868'SECURED TO A SQUARE CONCRETE BASE (RED).
 KV4868'
 KV4868'THE STATION IS THE LIGHT-APEX, 26 FEET ABOVE HIGH WATER.
 KV4868
 KV4868                          STATION RECOVERY (1982)
 KV4868
 KV4868'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1982 (HN)
 KV4868'STATION RECOVERED GOOD.
 KV4868'
 KV4868'INVERSED AZIMUTH BETWEEN THIS MARK AND RNR 34 WAS SET OUT DURING
 KV4868'RECOVERY WORK.  OBSERVED AZIMUTH AGREED REASONABLY WITH INVERSED AZ.
 KV4868'POSITION OF MARK NOT CHECKED FROM ANY OTHER POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5356 ***********************************************************************
 KV5356  DESIGNATION -  RARITAN RIVER BEACON 5
 KV5356  PID         -  KV5356
 KV5356  STATE/COUNTY-  NJ/MIDDLESEX
 KV5356  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5356
 KV5356                         *CURRENT SURVEY CONTROL
 KV5356  ___________________________________________________________________
 KV5356* NAD 83(1996)-  40 29 03.44154(N)    074 20 37.21057(W)     ADJUSTED  
 KV5356* NAVD 88     -                                                        
 KV5356  ___________________________________________________________________
 KV5356  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 KV5356  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KV5356
 KV5356  HORZ ORDER  -  THIRD
 KV5356
 KV5356.The horizontal coordinates were established by classical geodetic methods
 KV5356.and adjusted by the National Geodetic Survey in September 1999..
 KV5356
 KV5356
 KV5356.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5356
 KV5356.The geoid height was determined by GEOID03.
 KV5356
 KV5356;                    North         East     Units Scale Factor Converg.
 KV5356;SPC NJ       -   183,295.912   163,253.546   MT  0.99990216   +0 06 05.4
 KV5356;SPC NJ       -   601,363.34    535,607.68   sFT  0.99990216   +0 06 05.4
 KV5356;SPC NY L     -    35,327.598   270,860.734   MT  1.00001516   -0 13 29.2
 KV5356;SPC NY L     -   115,903.96    888,648.92   sFT  1.00001516   -0 13 29.2
 KV5356;UTM  18      - 4,481,717.706   555,626.571   MT  0.99963809   +0 25 34.1
 KV5356
 KV5356                          SUPERSEDED SURVEY CONTROL
 KV5356
 KV5356  NAD 83(1996)-  40 29 03.44118(N)    074 20 37.21139(W) AD(       ) 4
 KV5356  NAD 83(1986)-  40 29 03.44272(N)    074 20 37.21055(W) AD(       ) 4
 KV5356  NAD 27      -  40 29 03.06200(N)    074 20 38.67900(W) AD(       ) 3
 KV5356
 KV5356.Superseded values are not recommended for survey control.
 KV5356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5356.See file dsdata.txt to determine how the superseded data were derived.
 KV5356
 KV5356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5562781718(NAD 83)
 KV5356_MARKER: 14 = NAVIGATION LIGHT
 KV5356
 KV5356  HISTORY     - Date     Condition        Report By
 KV5356  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5356  HISTORY     - 1982     GOOD             NJGS
 KV5356
 KV5356                          STATION DESCRIPTION
 KV5356
 KV5356'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5356'A SMALL LIGHTED CHANNEL BEACON, APPROXIMATELY 1 MILE NE OF
 KV5356'SAYREVILLE ON THE S SIDE OF THE N CHANNEL OF RARITAN RIVER - ERECTED
 KV5356'AT THE W END OF A SMALL, OBLONG, CONCRETE BASE, LOCATED NEAR THE
 KV5356'W END OF A WOODEN-PILE SHORE LINE BULKHEAD OF A LOW MARSH
 KV5356'FILL.  IT IS THE USUAL 4-SIDED LATTICE STRUCTURE (BLACK)
 KV5356'SURMOUNTING A 4-SIDED TANK (WHITE) SECURED TO AN OBLONG CONCRETE
 KV5356'BASE (BLACK).
 KV5356'
 KV5356'THE STATION IS THE LIGHT-APEX, 24 FEET ABOVE HIGH WATER.
 KV5356'
 KV5356'THE E END OF THE CONCRETE BASE MIGHT AFFORD SUFFICIENT ROOM
 KV5356'FOR A TRIPOD SET-UP.
 KV5356
 KV5356                          STATION RECOVERY (1982)
 KV5356
 KV5356'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1982 (HN)
 KV5356'STATION RECOVERED GOOD.  POSITION NOT CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5361 ***********************************************************************
 KV5361  DESIGNATION -  RARITAN RIVER BEACON 3
 KV5361  PID         -  KV5361
 KV5361  STATE/COUNTY-  NJ/MIDDLESEX
 KV5361  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5361
 KV5361                         *CURRENT SURVEY CONTROL
 KV5361  ___________________________________________________________________
 KV5361* NAD 83(1996)-  40 29 58.16984(N)    074 19 26.86325(W)     ADJUSTED  
 KV5361* NAVD 88     -                                                        
 KV5361  ___________________________________________________________________
 KV5361  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 KV5361  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KV5361
 KV5361  HORZ ORDER  -  THIRD
 KV5361
 KV5361.The horizontal coordinates were established by classical geodetic methods
 KV5361.and adjusted by the National Geodetic Survey in September 1999..
 KV5361
 KV5361
 KV5361.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5361
 KV5361.The geoid height was determined by GEOID03.
 KV5361
 KV5361;                    North         East     Units Scale Factor Converg.
 KV5361;SPC NJ       -   184,986.989   164,906.844   MT  0.99990273   +0 06 51.2
 KV5361;SPC NJ       -   606,911.48    541,031.87   sFT  0.99990273   +0 06 51.2
 KV5361;SPC NY L     -    37,009.421   272,523.821   MT  1.00001352   -0 12 43.2
 KV5361;SPC NY L     -   121,421.74    894,105.24   sFT  1.00001352   -0 12 43.2
 KV5361;UTM  18      - 4,483,417.677   557,269.826   MT  0.99964037   +0 26 20.2
 KV5361
 KV5361                          SUPERSEDED SURVEY CONTROL
 KV5361
 KV5361  NAD 83(1996)-  40 29 58.16955(N)    074 19 26.86380(W) AD(       ) 4
 KV5361  NAD 83(1986)-  40 29 58.17149(N)    074 19 26.86192(W) AD(       ) 4
 KV5361  NAD 27      -  40 29 57.79000(N)    074 19 28.33200(W) AD(       ) 3
 KV5361
 KV5361.Superseded values are not recommended for survey control.
 KV5361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5361.See file dsdata.txt to determine how the superseded data were derived.
 KV5361
 KV5361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5727083418(NAD 83)
 KV5361_MARKER: 14 = NAVIGATION LIGHT
 KV5361
 KV5361  HISTORY     - Date     Condition        Report By
 KV5361  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5361  HISTORY     - 1982     MARK NOT FOUND   NJGS
 KV5361
 KV5361                          STATION DESCRIPTION
 KV5361
 KV5361'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5361'A SMALL LIGHTED CHANNEL BEACON, ON THE N BANK OF THE RARITAN RIVER
 KV5361'MIDWAY OF PERTH AMBOY AND SAYREVILLE, ERECTED CENTRALLY OVER A
 KV5361'SMALL, TRUNCATED-PYRAMIDAL CONCRETE BASE (APPROXIMATELY 2 BY 2
 KV5361'METERS) LOCATED NEAR A WOODEN-PILE, SHORE LINE BULKHEAD.  IT
 KV5361'IS THE USUAL 4-SIDED LATTICE STRUCTURE (RED) SURMOUNTING A
 KV5361'4-SIDED TANK (WHITE) SECURED TO A SQUARE CONCRETE BASE (RED).
 KV5361'THIS STRUCTURE CANTS SLIGHTLY TOWARDS THE RIVER.
 KV5361'
 KV5361'THE STATION IS THE LIGHT-APEX, 26 FEET ABOVE HIGH WATER.
 KV5361
 KV5361                          STATION RECOVERY (1982)
 KV5361
 KV5361'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1982 (HN)
 KV5361'AZIMUTH TO BEACON 3 TURNED FROM STATION MARK CROSSMAN.  NO BEACON
 KV5361'VISIBLE.  MARK CONSIDERED DESTROYED, ALTHOUGH THIS WAS NOT VERIFIED
 KV5361'BY ANY EXTENSIVE SEARCH OR BY AZIMUTH FROM A SECOND POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5369 ***********************************************************************
 KV5369  DESIGNATION -  RARITAN RIVER BEACON 4
 KV5369  PID         -  KV5369
 KV5369  STATE/COUNTY-  NJ/MIDDLESEX
 KV5369  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5369
 KV5369                         *CURRENT SURVEY CONTROL
 KV5369  ___________________________________________________________________
 KV5369* NAD 83(1996)-  40 29 13.72866(N)    074 19 58.45368(W)     ADJUSTED  
 KV5369* NAVD 88     -                                                        
 KV5369  ___________________________________________________________________
 KV5369  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 KV5369  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KV5369
 KV5369  HORZ ORDER  -  THIRD
 KV5369
 KV5369.The horizontal coordinates were established by classical geodetic methods
 KV5369.and adjusted by the National Geodetic Survey in September 1999..
 KV5369
 KV5369
 KV5369.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5369
 KV5369.The geoid height was determined by GEOID03.
 KV5369
 KV5369;                    North         East     Units Scale Factor Converg.
 KV5369;SPC NJ       -   183,614.865   164,165.661   MT  0.99990247   +0 06 30.6
 KV5369;SPC NJ       -   602,409.77    538,600.17   sFT  0.99990247   +0 06 30.6
 KV5369;SPC NY L     -    35,641.387   271,774.753   MT  1.00001485   -0 13 03.9
 KV5369;SPC NY L     -   116,933.45    891,647.67   sFT  1.00001485   -0 13 03.9
 KV5369;UTM  18      - 4,482,041.737   556,536.623   MT  0.99963934   +0 25 59.3
 KV5369
 KV5369                          SUPERSEDED SURVEY CONTROL
 KV5369
 KV5369  NAD 83(1996)-  40 29 13.72832(N)    074 19 58.45428(W) AD(       ) 4
 KV5369  NAD 83(1986)-  40 29 13.73002(N)    074 19 58.45321(W) AD(       ) 4
 KV5369  NAD 27      -  40 29 13.34800(N)    074 19 59.92300(W) AD(       ) 3
 KV5369
 KV5369.Superseded values are not recommended for survey control.
 KV5369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5369.See file dsdata.txt to determine how the superseded data were derived.
 KV5369
 KV5369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5653782042(NAD 83)
 KV5369_MARKER: 14 = NAVIGATION LIGHT
 KV5369
 KV5369  HISTORY     - Date     Condition        Report By
 KV5369  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5369  HISTORY     - 1982     GOOD             NJGS
 KV5369
 KV5369                          STATION DESCRIPTION
 KV5369
 KV5369'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5369'STATION IS A SMALL, LIGHTED CHANNEL BEACON APPROXIMATELY 1-1/2
 KV5369'MILES NE OF SAYREVILLE ON THE S SIDE OF THE N CHANNEL OF THE
 KV5369'RARITAN RIVER, ERECTED CENTRALLY AND SYMMETRICALLY OVER A SMALL,
 KV5369'SQUARE, VERTICAL-SIDED CONCRETE BASE (APPROXIMATELY 2 BY 2
 KV5369'METERS), LOCATED AT THE MIDDLE OF THE WOODEN-PILE, SHORE LINE
 KV5369'BULKHEAD OF A LOW MARSH FILL.  IT IS THE USUAL 4-SIDED LATTICE
 KV5369'STRUCTURE (BLACK) SURMOUNTING A 4-SIDED TANK (WHITE) SECURED TO
 KV5369'A SQUARE CONCRETE BASE (BLACK).
 KV5369'
 KV5369'THE STATION IS THE LIGHT APEX, 26 FEET ABOVE HIGH WATER.
 KV5369
 KV5369                          STATION RECOVERY (1982)
 KV5369
 KV5369'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1982 (HN)
 KV5369'STATION RECOVERED GOOD.  POSITION NOT CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5384 ***********************************************************************
 KV5384  DESIGNATION -  RARITAN RIVER BEACON 7
 KV5384  PID         -  KV5384
 KV5384  STATE/COUNTY-  NJ/MIDDLESEX
 KV5384  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5384
 KV5384                         *CURRENT SURVEY CONTROL
 KV5384  ___________________________________________________________________
 KV5384* NAD 83(1996)-  40 28 18.27547(N)    074 22 03.35749(W)     ADJUSTED  
 KV5384* NAVD 88     -                                                        
 KV5384  ___________________________________________________________________
 KV5384  LAPLACE CORR-           5.08  (seconds)                    DEFLEC99
 KV5384  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KV5384
 KV5384  HORZ ORDER  -  THIRD
 KV5384
 KV5384.The horizontal coordinates were established by classical geodetic methods
 KV5384.and adjusted by the National Geodetic Survey in September 1999..
 KV5384
 KV5384
 KV5384.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5384
 KV5384.The geoid height was determined by GEOID03.
 KV5384
 KV5384;                    North         East     Units Scale Factor Converg.
 KV5384;SPC NJ       -   181,899.561   161,226.897   MT  0.99990155   +0 05 09.4
 KV5384;SPC NJ       -   596,782.14    528,958.58   sFT  0.99990155   +0 05 09.4
 KV5384;SPC NY L     -    33,942.655   268,825.934   MT  1.00001658   -0 14 25.6
 KV5384;SPC NY L     -   111,360.19    881,973.09   sFT  1.00001658   -0 14 25.6
 KV5384;UTM  18      - 4,480,310.271   553,608.400   MT  0.99963537   +0 24 37.7
 KV5384
 KV5384                          SUPERSEDED SURVEY CONTROL
 KV5384
 KV5384  NAD 83(1996)-  40 28 18.27494(N)    074 22 03.35851(W) AD(       ) 4
 KV5384  NAD 83(1986)-  40 28 18.27784(N)    074 22 03.35788(W) AD(       ) 4
 KV5384  NAD 27      -  40 28 17.90000(N)    074 22 04.82200(W) AD(       ) 3
 KV5384
 KV5384.Superseded values are not recommended for survey control.
 KV5384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5384.See file dsdata.txt to determine how the superseded data were derived.
 KV5384
 KV5384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5360880310(NAD 83)
 KV5384_MARKER: 14 = NAVIGATION LIGHT
 KV5384
 KV5384  HISTORY     - Date     Condition        Report By
 KV5384  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV5384  HISTORY     - 1932     GOOD             CGS
 KV5384  HISTORY     - 1982     GOOD             NJGS
 KV5384
 KV5384                          STATION DESCRIPTION
 KV5384
 KV5384'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV5384'A SMALL, LIGHTED CHANNEL-BEACON ERECTED CENTRALLY AND
 KV5384'SYMMETRICALLY OVER A CIRCULAR ROCK-FILL, APPROXIMATELY TWO MILES
 KV5384'N OF OUTERBRIDGE AND SE OF THE PORT READING COAL DOCKS, ON THE E
 KV5384'SIDE OF THE CHANNEL.  IT IS THE USUAL 4-SIDED LATTICE STRUCTURE
 KV5384'(RED) SURMOUNTING A 4-SIDED TANK (WHITE) SECURED TO A
 KV5384'TRUNCATED-PYRAMIDAL CONCRETE BASE.
 KV5384'
 KV5384'THE STATION IS THE LIGHT-APEX, APPROXIMATELY 25 FEET ABOVE
 KV5384'HIGH WATER.
 KV5384
 KV5384                          STATION RECOVERY (1932)
 KV5384
 KV5384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5384'A SMALL LIGHTED CHANNEL BEACON ON THE S BANK OF THE RARITAN
 KV5384'RIVER ON THE NW POINT OF WASHINGTON CANALS JUNCTURE WITH THE
 KV5384'RIVER, ERECTED AT THE W END OF A SMALL, OBLONG, CONCRETE BASE
 KV5384'LOCATED NEAR A WOODEN-PILE, SHORE-LINE BULKHEAD.  IT IS THE
 KV5384'USUAL 4-SIDED LATTICE STRUCTURE (BLACK) SURMOUNTING A 4-SIDED
 KV5384'TANK (WHITE) SECURED TO AN OBLONG CONCRETE BASE (BLACK).
 KV5384'
 KV5384'THE STATION IS THE LIGHT-APEX, 25 FEET ABOVE HIGH WATER.
 KV5384'
 KV5384'THE E END OF THE CONCRETE BASE MAY AFFORD SUFFICIENT ROOM
 KV5384'FOR A TRIPOD SET-UP.
 KV5384
 KV5384                          STATION RECOVERY (1982)
 KV5384
 KV5384'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1982 (HN)
 KV5384'BEACON STILL EXISTS IN GOOD CONDITION, BUT ITS POSITION IS
 KV5384'UNRELIABLE AS CHECKED FROM RNR 14A (MISSES BY 7 FEET + IN AZ).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5387 ***********************************************************************
 KV5387  DESIGNATION -  RARITAN RIVER BEACON 8
 KV5387  PID         -  KV5387
 KV5387  STATE/COUNTY-  NJ/MIDDLESEX
 KV5387  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5387
 KV5387                         *CURRENT SURVEY CONTROL
 KV5387  ___________________________________________________________________
 KV5387* NAD 83(1996)-  40 28 42.34599(N)    074 21 58.56843(W)     ADJUSTED  
 KV5387* NAVD 88     -                                                        
 KV5387  ___________________________________________________________________
 KV5387  LAPLACE CORR-           5.03  (seconds)                    DEFLEC99
 KV5387  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KV5387
 KV5387  HORZ ORDER  -  THIRD
 KV5387
 KV5387.The horizontal coordinates were established by classical geodetic methods
 KV5387.and adjusted by the National Geodetic Survey in September 1999..
 KV5387
 KV5387
 KV5387.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5387
 KV5387.The geoid height was determined by GEOID03.
 KV5387
 KV5387;                    North         East     Units Scale Factor Converg.
 KV5387;SPC NJ       -   182,642.124   161,338.575   MT  0.99990158   +0 05 12.5
 KV5387;SPC NJ       -   599,218.37    529,324.97   sFT  0.99990158   +0 05 12.5
 KV5387;SPC NY L     -    34,684.655   268,941.852   MT  1.00001582   -0 14 22.5
 KV5387;SPC NY L     -   113,794.57    882,353.39   sFT  1.00001582   -0 14 22.5
 KV5387;UTM  18      - 4,481,053.257   553,715.841   MT  0.99963552   +0 24 41.1
 KV5387
 KV5387                          SUPERSEDED SURVEY CONTROL
 KV5387
 KV5387  NAD 83(1996)-  40 28 42.34550(N)    074 21 58.56943(W) AD(       ) 4
 KV5387  NAD 83(1986)-  40 28 42.34582(N)    074 21 58.56983(W) AD(       ) 4
 KV5387  NAD 27      -  40 28 41.96600(N)    074 22 00.03400(W) AD(       ) 3
 KV5387
 KV5387.Superseded values are not recommended for survey control.
 KV5387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5387.See file dsdata.txt to determine how the superseded data were derived.
 KV5387
 KV5387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5371681053(NAD 83)
 KV5387_MARKER: 14 = NAVIGATION LIGHT
 KV5387
 KV5387  HISTORY     - Date     Condition        Report By
 KV5387  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5387  HISTORY     - 1982     GOOD             NJGS
 KV5387
 KV5387                          STATION DESCRIPTION
 KV5387
 KV5387'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5387'A SMALL LIGHTED CHANNEL BEACON ON THE W SIDE OF THE RARITAN RIVER,
 KV5387'NNW OF SAYREVILLE, ON THE EDGE OF THE FLATS NEAR THE N END OF LONG
 KV5387'REACH, ERECTED CENTRALLY AND SYMMETRICALLY OVER A LARGE SQUARE
 KV5387'CONCRETE BASE (APPROXIMATELY 5 BY 5 METERS) SURROUNDED BY A SMALL
 KV5387'ROCK-FILL.
 KV5387'
 KV5387'IT IS THE USUAL 4-SIDED LATTICE-STRUCTURE (BLACK) SURMOUNTING
 KV5387'A 4-SIDED TANK (WHITE) SECURED TO A TRUNCATED-PYRAMIDAL CONCRETE
 KV5387'BASE (BLACK).
 KV5387'
 KV5387'THE STATION IS THE LIGHT-APEX, 28 FEET ABOVE HIGH WATER.
 KV5387'
 KV5387'THERE IS SUFFICIENT ROOM FOR TRIPOD SET-UPS ON ANY CORNER OF
 KV5387'THE CONCRETE BASE.
 KV5387
 KV5387                          STATION RECOVERY (1982)
 KV5387
 KV5387'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1982 (HN)
 KV5387'STATION RECOVERED GOOD.  POSITION UNCHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5396 ***********************************************************************
 KV5396  DESIGNATION -  RARITAN RIVER BEACON 6
 KV5396  PID         -  KV5396
 KV5396  STATE/COUNTY-  NJ/MIDDLESEX
 KV5396  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5396
 KV5396                         *CURRENT SURVEY CONTROL
 KV5396  ___________________________________________________________________
 KV5396* NAD 83(1996)-  40 29 03.83995(N)    074 21 20.81065(W)     ADJUSTED  
 KV5396* NAVD 88     -                                                        
 KV5396  ___________________________________________________________________
 KV5396  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 KV5396  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KV5396
 KV5396  HORZ ORDER  -  THIRD
 KV5396
 KV5396.The horizontal coordinates were established by classical geodetic methods
 KV5396.and adjusted by the National Geodetic Survey in September 1999..
 KV5396
 KV5396
 KV5396.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5396
 KV5396.The geoid height was determined by GEOID03.
 KV5396
 KV5396;                    North         East     Units Scale Factor Converg.
 KV5396;SPC NJ       -   183,306.451   162,226.755   MT  0.99990184   +0 05 37.1
 KV5396;SPC NJ       -   601,397.91    532,238.95   sFT  0.99990184   +0 05 37.1
 KV5396;SPC NY L     -    35,343.987   269,833.904   MT  1.00001515   -0 13 57.8
 KV5396;SPC NY L     -   115,957.73    885,280.07   sFT  1.00001515   -0 13 57.8
 KV5396;UTM  18      - 4,481,722.427   554,600.008   MT  0.99963669   +0 25 05.7
 KV5396
 KV5396                          SUPERSEDED SURVEY CONTROL
 KV5396
 KV5396  NAD 83(1996)-  40 29 03.83959(N)    074 21 20.81151(W) AD(       ) 4
 KV5396  NAD 83(1986)-  40 29 03.84161(N)    074 21 20.80581(W) AD(       ) 4
 KV5396  NAD 27      -  40 29 03.46200(N)    074 21 22.27100(W) AD(       ) 3
 KV5396
 KV5396.Superseded values are not recommended for survey control.
 KV5396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5396.See file dsdata.txt to determine how the superseded data were derived.
 KV5396
 KV5396_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5460081722(NAD 83)
 KV5396_MARKER: 14 = NAVIGATION LIGHT
 KV5396
 KV5396  HISTORY     - Date     Condition        Report By
 KV5396  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5396  HISTORY     - 1982     GOOD             NJGS
 KV5396
 KV5396                          STATION DESCRIPTION
 KV5396
 KV5396'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5396'A SMALL LIGHTED CHANNEL BEACON, ON THE N BANK OF THE RARITAN
 KV5396'RIVER, AT DEEP POINT DUE N OF SAYREVILLE, ERECTED AT THE W END
 KV5396'OF A SMALL, OBLONG, CONCRETE BASE, LOCATED NEAR A WOODEN-PILE,
 KV5396'SHORE LINE BULKHEAD.  IT IS THE USUAL 4-SIDED LATTICE-STRUCTURE
 KV5396'(RED) SURMOUNTING A 4-SIDED TANK (WHITE) SECURED TO AN OBLONG
 KV5396'CONCRETE BASE (RED).
 KV5396'
 KV5396'THE STATION IS THE LIGHT-APEX, 24 FEET ABOVE HIGH WATER.
 KV5396'
 KV5396'THE E END OF THE CONCRETE BASE MIGHT AFFORD SUFFICIENT ROOM
 KV5396'FOR A TRIPOD SET-UP.
 KV5396
 KV5396                          STATION RECOVERY (1982)
 KV5396
 KV5396'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1982 (HN)
 KV5396'STATION RECOVERED GOOD.  POSITION NOT CHECKED.
 KV5396'
 KV5396'BEACON IS NOW NUMBERED 32 (PAINTED ON STRUCTURE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5460 ***********************************************************************
 KV5460  DESIGNATION -  RARITAN RIVER BEACON 11
 KV5460  PID         -  KV5460
 KV5460  STATE/COUNTY-  NJ/MIDDLESEX
 KV5460  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5460
 KV5460                         *CURRENT SURVEY CONTROL
 KV5460  ___________________________________________________________________
 KV5460* NAD 83(1996)-  40 29 06.38007(N)    074 23 35.38500(W)     ADJUSTED  
 KV5460* NAVD 88     -                                                        
 KV5460  ___________________________________________________________________
 KV5460  LAPLACE CORR-           5.37  (seconds)                    DEFLEC99
 KV5460  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV5460
 KV5460  HORZ ORDER  -  THIRD
 KV5460
 KV5460.The horizontal coordinates were established by classical geodetic methods
 KV5460.and adjusted by the National Geodetic Survey in September 1999..
 KV5460
 KV5460
 KV5460.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5460
 KV5460.The geoid height was determined by GEOID03.
 KV5460
 KV5460;                    North         East     Units Scale Factor Converg.
 KV5460;SPC NJ       -   183,380.287   159,057.474   MT  0.99990101   +0 04 09.7
 KV5460;SPC NJ       -   601,640.16    521,841.06   sFT  0.99990101   +0 04 09.7
 KV5460;SPC NY L     -    35,435.888   266,664.734   MT  1.00001507   -0 15 25.8
 KV5460;SPC NY L     -   116,259.24    874,882.55   sFT  1.00001507   -0 15 25.8
 KV5460;UTM  18      - 4,481,778.290   551,431.205   MT  0.99963256   +0 23 38.4
 KV5460
 KV5460                          SUPERSEDED SURVEY CONTROL
 KV5460
 KV5460  NAD 83(1996)-  40 29 06.37968(N)    074 23 35.38635(W) AD(       ) 4
 KV5460  NAD 83(1986)-  40 29 06.39035(N)    074 23 35.37867(W) AD(       ) 4
 KV5460  NAD 27      -  40 29 06.01200(N)    074 23 36.83900(W) AD(       ) 3
 KV5460
 KV5460.Superseded values are not recommended for survey control.
 KV5460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5460.See file dsdata.txt to determine how the superseded data were derived.
 KV5460
 KV5460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5143181778(NAD 83)
 KV5460_MARKER: 14 = NAVIGATION LIGHT
 KV5460
 KV5460  HISTORY     - Date     Condition        Report By
 KV5460  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5460
 KV5460                          STATION DESCRIPTION
 KV5460
 KV5460'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5460'A SMALL LIGHTED CHANNEL-BEACON ON THE S SIDE OF THE RARITAN RIVER,
 KV5460'JUST W OF THE ENTRANCE TO LAWRENCE CREEK--ERECTED CENTRALLY AND
 KV5460'SYMMETRICALLY OVER A BLACK, CYLINDRICAL, CONCRETE-FILLED IRON BASE
 KV5460'(APPROXIMATELY 2 METERS DIAMETER).  THE SUPERSTRUCTURE CONSISTS
 KV5460'OF THE USUAL 4-SIDED LATTICE FRAME (BLACK) SURMOUNTING A 4-SIDED
 KV5460'TANK (WHITE) SECURED TO THE CONCRETE.
 KV5460'
 KV5460'THE STATION IS THE LIGHT-APEX, 24 FEET ABOVE HIGH WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5471 ***********************************************************************
 KV5471  DESIGNATION -  RARITAN RIVER BEACON 9
 KV5471  PID         -  KV5471
 KV5471  STATE/COUNTY-  NJ/MIDDLESEX
 KV5471  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5471
 KV5471                         *CURRENT SURVEY CONTROL
 KV5471  ___________________________________________________________________
 KV5471* NAD 83(1996)-  40 28 39.25908(N)    074 22 37.76107(W)     ADJUSTED  
 KV5471* NAVD 88     -                                                        
 KV5471  ___________________________________________________________________
 KV5471  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 KV5471  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KV5471
 KV5471  HORZ ORDER  -  THIRD
 KV5471
 KV5471.The horizontal coordinates were established by classical geodetic methods
 KV5471.and adjusted by the National Geodetic Survey in September 1999..
 KV5471
 KV5471
 KV5471.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5471
 KV5471.The geoid height was determined by GEOID03.
 KV5471
 KV5471;                    North         East     Units Scale Factor Converg.
 KV5471;SPC NJ       -   182,545.575   160,415.650   MT  0.99990133   +0 04 47.1
 KV5471;SPC NJ       -   598,901.61    526,297.01   sFT  0.99990133   +0 04 47.1
 KV5471;SPC NY L     -    34,593.354   268,018.287   MT  1.00001591   -0 14 48.1
 KV5471;SPC NY L     -   113,495.03    879,323.33   sFT  1.00001591   -0 14 48.1
 KV5471;UTM  18      - 4,480,951.507   552,793.724   MT  0.99963431   +0 24 15.6
 KV5471
 KV5471                          SUPERSEDED SURVEY CONTROL
 KV5471
 KV5471  NAD 83(1996)-  40 28 39.25861(N)    074 22 37.76222(W) AD(       ) 4
 KV5471  NAD 83(1986)-  40 28 39.26096(N)    074 22 37.76177(W) AD(       ) 4
 KV5471  NAD 27      -  40 28 38.88200(N)    074 22 39.22400(W) AD(       ) 3
 KV5471
 KV5471.Superseded values are not recommended for survey control.
 KV5471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5471.See file dsdata.txt to determine how the superseded data were derived.
 KV5471
 KV5471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5279480952(NAD 83)
 KV5471_MARKER: 14 = NAVIGATION LIGHT
 KV5471
 KV5471  HISTORY     - Date     Condition        Report By
 KV5471  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5471  HISTORY     - 1982     GOOD             NJGS
 KV5471
 KV5471                          STATION DESCRIPTION
 KV5471
 KV5471'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5471'A SMALL LIGHTED CHANNEL BEACON ON THE S SIDE OF THE RARITAN RIVER,
 KV5471'ON THE EDGE OF THE FLATS OFF THE NW POINT OF S RIVERS JUNCTURE
 KV5471'WITH THE RARITAN, ERECTED CENTRALLY AND SYMMETRICALLY OVER A
 KV5471'LARGE SQUARE CONCRETE BASE (APPROXIMATELY 5 BY 5 METERS).  IT IS
 KV5471'THE USUAL 4-SIDED LATTICE-STRUCTURE (BLACK) SURMOUNTING A 4-SIDED
 KV5471'TANK (WHITE) SECURED TO A TRUNCATED-PYRAMIDAL CONCRETE BASE
 KV5471'(BLACK).
 KV5471'
 KV5471'THE STATION IS THE LIGHT-APEX, 28 FEET ABOVE HIGH WATER.
 KV5471'
 KV5471'THERE IS SUFFICIENT ROOM FOR TRIPOD SET-UPS ON ANY CORNER OF
 KV5471'THE CONCRETE BASE.
 KV5471
 KV5471                          STATION RECOVERY (1982)
 KV5471
 KV5471'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1982 (HN)
 KV5471'STATION RECOVERED GOOD.  POS. UNCHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5474 ***********************************************************************
 KV5474  DESIGNATION -  RARITAN RIVER BEACON 10
 KV5474  PID         -  KV5474
 KV5474  STATE/COUNTY-  NJ/MIDDLESEX
 KV5474  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5474
 KV5474                         *CURRENT SURVEY CONTROL
 KV5474  ___________________________________________________________________
 KV5474* NAD 83(1996)-  40 29 02.89119(N)    074 23 00.53340(W)     ADJUSTED  
 KV5474* NAVD 88     -                                                        
 KV5474  ___________________________________________________________________
 KV5474  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 KV5474  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV5474
 KV5474  HORZ ORDER  -  THIRD
 KV5474
 KV5474.The horizontal coordinates were established by classical geodetic methods
 KV5474.and adjusted by the National Geodetic Survey in September 1999..
 KV5474
 KV5474
 KV5474.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5474
 KV5474.The geoid height was determined by GEOID03.
 KV5474
 KV5474;                    North         East     Units Scale Factor Converg.
 KV5474;SPC NJ       -   183,273.720   159,878.352   MT  0.99990120   +0 04 32.3
 KV5474;SPC NJ       -   601,290.53    524,534.23   sFT  0.99990120   +0 04 32.3
 KV5474;SPC NY L     -    35,324.632   267,485.085   MT  1.00001518   -0 15 03.0
 KV5474;SPC NY L     -   115,894.23    877,573.98   sFT  1.00001518   -0 15 03.0
 KV5474;UTM  18      - 4,481,676.403   552,252.454   MT  0.99963361   +0 24 01.0
 KV5474
 KV5474                          SUPERSEDED SURVEY CONTROL
 KV5474
 KV5474  NAD 83(1996)-  40 29 02.89083(N)    074 23 00.53459(W) AD(       ) 4
 KV5474  NAD 83(1986)-  40 29 02.89270(N)    074 23 00.53478(W) AD(       ) 4
 KV5474  NAD 27      -  40 29 02.51400(N)    074 23 01.99600(W) AD(       ) 3
 KV5474
 KV5474.Superseded values are not recommended for survey control.
 KV5474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5474.See file dsdata.txt to determine how the superseded data were derived.
 KV5474
 KV5474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5225281676(NAD 83)
 KV5474_MARKER: 14 = NAVIGATION LIGHT
 KV5474
 KV5474  HISTORY     - Date     Condition        Report By
 KV5474  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5474
 KV5474                          STATION DESCRIPTION
 KV5474
 KV5474'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5474'A SMALL LIGHTED CHANNEL-BEACON ON THE W SIDE OF THE RARITAN
 KV5474'RIVER, ON THE EDGE OF THE FLATS NEAR THE N END OF ROCKY REACH,
 KV5474'ERECTED CENTRALLY AND SYMMETRICALLY OVER A LARGE SQUARE CONCRETE
 KV5474'BASE (APPROXIMATELY 5 BY 5 METERS) SURROUNDED BY A SMALL ROCK FILL
 KV5474'AND CRIBBING.  IT IS THE USUAL 4-SIDED LATTICE STRUCTURE (BLACK)
 KV5474'SURMOUNTING A 4-SIDED TANK (WHITE) SECURED TO A
 KV5474'TRUNCATED-PYRAMIDAL CONCRETE BASE (BLACK).
 KV5474'
 KV5474'THE STATION IS THE LIGHT-APEX, 24 FEET ABOVE HIGHWATER.
 KV5474'
 KV5474'THERE IS SUFFICIENT ROOM FOR TRIPOD SET-UPS ON ANY CORNER
 KV5474'OF THE CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5486 ***********************************************************************
 KV5486  DESIGNATION -  RARITAN RIVER BEACON 13
 KV5486  PID         -  KV5486
 KV5486  STATE/COUNTY-  NJ/MIDDLESEX
 KV5486  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5486
 KV5486                         *CURRENT SURVEY CONTROL
 KV5486  ___________________________________________________________________
 KV5486* NAD 83(1996)-  40 29 13.72854(N)    074 25 18.27206(W)     ADJUSTED  
 KV5486* NAVD 88     -                                                        
 KV5486  ___________________________________________________________________
 KV5486  LAPLACE CORR-           5.67  (seconds)                    DEFLEC99
 KV5486  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV5486
 KV5486  HORZ ORDER  -  THIRD
 KV5486
 KV5486.The horizontal coordinates were established by classical geodetic methods
 KV5486.and adjusted by the National Geodetic Survey in September 1999..
 KV5486
 KV5486
 KV5486.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5486
 KV5486.The geoid height was determined by GEOID03.
 KV5486
 KV5486;                    North         East     Units Scale Factor Converg.
 KV5486;SPC NJ       -   183,604.391   156,634.338   MT  0.99990054   +0 03 02.9
 KV5486;SPC NJ       -   602,375.41    513,891.16   sFT  0.99990054   +0 03 02.9
 KV5486;SPC NY L     -    35,673.828   264,242.639   MT  1.00001485   -0 16 33.1
 KV5486;SPC NY L     -   117,039.88    866,936.06   sFT  1.00001485   -0 16 33.1
 KV5486;UTM  18      - 4,481,988.604   549,007.493   MT  0.99962956   +0 22 31.6
 KV5486
 KV5486                          SUPERSEDED SURVEY CONTROL
 KV5486
 KV5486  NAD 83(1996)-  40 29 13.72828(N)    074 25 18.27332(W) AD(       ) 4
 KV5486  NAD 83(1986)-  40 29 13.73014(N)    074 25 18.27453(W) AD(       ) 4
 KV5486  NAD 27      -  40 29 13.35300(N)    074 25 19.73600(W) AD(       ) 3
 KV5486
 KV5486.Superseded values are not recommended for survey control.
 KV5486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5486.See file dsdata.txt to determine how the superseded data were derived.
 KV5486
 KV5486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4900781989(NAD 83)
 KV5486_MARKER: 14 = NAVIGATION LIGHT
 KV5486
 KV5486  HISTORY     - Date     Condition        Report By
 KV5486  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5486
 KV5486                          STATION DESCRIPTION
 KV5486
 KV5486'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5486'A SMALL LIGHTED CHANNEL BEACON ON THE S SIDE OF THE RARITAN
 KV5486'RIVER, MIDWAY OF THE SUPER HIGHWAY BRIDGE AND THE ENTRANCE TO
 KV5486'THE DELAWARE AND RARITAN CANAL ERECTED CENTRALLY AND SYMMENTRICALLY
 KV5486'OVER A SMALL TRUNCATED-PYRAMIDAL CONCRETE BASE SURROUNDED BY A
 KV5486'ROCK-FILL.  IT IS THE USUAL 4-SIDED LATTICE STRUCTURE (BLACK)
 KV5486'SURMOUNTING A 4-SIDED TANK (WHITE) SECURED TO THE CONCRETE BASE.
 KV5486'
 KV5486'THE STATION IS THE LIGHT-APEX, 22 FEET ABOVE HIGH WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4853 ***********************************************************************
 KV4853  DESIGNATION -  RARITAN RIVER CASTLES YEL STK
 KV4853  PID         -  KV4853
 KV4853  STATE/COUNTY-  NJ/MIDDLESEX
 KV4853  USGS QUAD   -  PERTH AMBOY (1981)
 KV4853
 KV4853                         *CURRENT SURVEY CONTROL
 KV4853  ___________________________________________________________________
 KV4853* NAD 83(1996)-  40 30 43.59273(N)    074 16 42.60617(W)     ADJUSTED  
 KV4853* NAVD 88     -                                                        
 KV4853  ___________________________________________________________________
 KV4853  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 KV4853  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV4853
 KV4853  HORZ ORDER  -  THIRD
 KV4853
 KV4853.The horizontal coordinates were established by classical geodetic methods
 KV4853.and adjusted by the National Geodetic Survey in September 1999..
 KV4853
 KV4853
 KV4853.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4853
 KV4853.The geoid height was determined by GEOID03.
 KV4853
 KV4853;                    North         East     Units Scale Factor Converg.
 KV4853;SPC NJ       -   186,396.659   168,770.668   MT  0.99990434   +0 08 38.0
 KV4853;SPC NJ       -   611,536.37    553,708.43   sFT  0.99990434   +0 08 38.0
 KV4853;SPC NY L     -    38,397.227   276,396.030   MT  1.00001220   -0 10 55.8
 KV4853;SPC NY L     -   125,974.90    906,809.31   sFT  1.00001220   -0 10 55.8
 KV4853;UTM  18      - 4,484,848.854   561,124.594   MT  0.99964599   +0 28 07.3
 KV4853
 KV4853                          SUPERSEDED SURVEY CONTROL
 KV4853
 KV4853  NAD 83(1996)-  40 30 43.59268(N)    074 16 42.60640(W) AD(       ) 4
 KV4853  NAD 83(1986)-  40 30 43.59444(N)    074 16 42.60296(W) AD(       ) 4
 KV4853  NAD 27      -  40 30 43.20200(N)    074 16 44.09300(W) AD(       ) 3
 KV4853
 KV4853.Superseded values are not recommended for survey control.
 KV4853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4853.See file dsdata.txt to determine how the superseded data were derived.
 KV4853
 KV4853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6112584849(NAD 83)
 KV4853_MARKER: 63 = STACK
 KV4853
 KV4853  HISTORY     - Date     Condition        Report By
 KV4853  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4853
 KV4853                          STATION DESCRIPTION
 KV4853
 KV4853'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5362 ***********************************************************************
 KV5362  DESIGNATION -  RARITAN RIVER CROSSMANS TANK
 KV5362  PID         -  KV5362
 KV5362  STATE/COUNTY-  NJ/MIDDLESEX
 KV5362  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5362
 KV5362                         *CURRENT SURVEY CONTROL
 KV5362  ___________________________________________________________________
 KV5362* NAD 83(1996)-  40 28 22.36791(N)    074 19 17.05456(W)     ADJUSTED  
 KV5362* NAVD 88     -                                                        
 KV5362  ___________________________________________________________________
 KV5362  LAPLACE CORR-           4.77  (seconds)                    DEFLEC99
 KV5362  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KV5362
 KV5362  HORZ ORDER  -  THIRD
 KV5362
 KV5362.The horizontal coordinates were established by classical geodetic methods
 KV5362.and adjusted by the National Geodetic Survey in September 1999..
 KV5362
 KV5362
 KV5362.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5362
 KV5362.The geoid height was determined by GEOID03.
 KV5362
 KV5362;                    North         East     Units Scale Factor Converg.
 KV5362;SPC NJ       -   182,032.682   165,143.764   MT  0.99990282   +0 06 57.3
 KV5362;SPC NJ       -   597,218.89    541,809.17   sFT  0.99990282   +0 06 57.3
 KV5362;SPC NY L     -    34,053.482   272,743.943   MT  1.00001645   -0 12 36.8
 KV5362;SPC NY L     -   111,723.80    894,827.42   sFT  1.00001645   -0 12 36.8
 KV5362;UTM  18      - 4,480,465.535   557,523.415   MT  0.99964073   +0 26 25.7
 KV5362
 KV5362                          SUPERSEDED SURVEY CONTROL
 KV5362
 KV5362  NAD 83(1996)-  40 28 22.36732(N)    074 19 17.05507(W) AD(       ) 4
 KV5362  NAD 83(1986)-  40 28 22.36836(N)    074 19 17.05339(W) AD(       ) 4
 KV5362  NAD 27      -  40 28 21.99000(N)    074 19 18.53000(W) AD(       ) 3
 KV5362
 KV5362.Superseded values are not recommended for survey control.
 KV5362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5362.See file dsdata.txt to determine how the superseded data were derived.
 KV5362
 KV5362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5752380466(NAD 83)
 KV5362_MARKER: 51 = TANK
 KV5362
 KV5362  HISTORY     - Date     Condition        Report By
 KV5362  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5362
 KV5362                          STATION DESCRIPTION
 KV5362
 KV5362'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6503 ***********************************************************************
 KV6503  DESIGNATION -  RARITAN RIVER CUTOFF CH LT 1
 KV6503  PID         -  KV6503
 KV6503  STATE/COUNTY-  NJ/MIDDLESEX
 KV6503  USGS QUAD   -  SOUTH AMBOY (1981)
 KV6503
 KV6503                         *CURRENT SURVEY CONTROL
 KV6503  ___________________________________________________________________
 KV6503* NAD 83(1996)-  40 29 54.27142(N)    074 15 40.77768(W)     ADJUSTED  
 KV6503* NAVD 88     -         9.0    (meters)      30.     (feet)  VERTCON   
 KV6503  ___________________________________________________________________
 KV6503  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 KV6503  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KV6503
 KV6503  HORZ ORDER  -  THIRD
 KV6503
 KV6503.The horizontal coordinates were established by classical geodetic methods
 KV6503.and adjusted by the National Geodetic Survey in September 1999..
 KV6503
 KV6503.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6503
 KV6503.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6503
 KV6503.The geoid height was determined by GEOID03.
 KV6503
 KV6503;                    North         East     Units Scale Factor Converg.
 KV6503;SPC NJ       -   184,879.257   170,230.229   MT  0.99990504   +0 09 18.0
 KV6503;SPC NJ       -   606,558.03    558,497.01   sFT  0.99990504   +0 09 18.0
 KV6503;SPC NY L     -    36,871.381   277,847.091   MT  1.00001363   -0 10 15.3
 KV6503;SPC NY L     -   120,968.86    911,570.00   sFT  1.00001363   -0 10 15.3
 KV6503;UTM  18      - 4,483,340.139   562,592.355   MT  0.99964822   +0 28 47.0
 KV6503
 KV6503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6503!SPC NJ       -   1.00000368  x   0.99990504  =   0.99990872
 KV6503!SPC NY L     -   1.00000368  x   1.00001363  =   1.00001731
 KV6503!UTM  18      -   1.00000368  x   0.99964822  =   0.99965190
 KV6503
 KV6503                          SUPERSEDED SURVEY CONTROL
 KV6503
 KV6503  NAD 83(1996)-  40 29 54.27135(N)    074 15 40.77773(W) AD(       ) 4
 KV6503  NAD 83(1986)-  40 29 54.27144(N)    074 15 40.77531(W) AD(       ) 4
 KV6503  NGVD 29 (09/24/91)    9.3    (m)           31.     (f) VERT ANG       
 KV6503
 KV6503.Superseded values are not recommended for survey control.
 KV6503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6503.See file dsdata.txt to determine how the superseded data were derived.
 KV6503
 KV6503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6259283340(NAD 83)
 KV6503_MARKER: 14 = NAVIGATION LIGHT
 KV6503
 KV6503  HISTORY     - Date     Condition        Report By
 KV6503  HISTORY     - 1985     FIRST OBSERVED   B+OINC
 KV6503
 KV6503                          STATION DESCRIPTION
 KV6503
 KV6503'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6503'PUBLISHED IN COAST GUARD LIGHT LIST AS LIGHT NO. 1738.  STATION IS
 KV6503'LOCATED AT THE MOUTH OF AND IN THE MIDDLE OF THE ARTHUR KILL RIVER ON
 KV6503'THE EAST SIDE OF THE RATITAN RIVER CUTOFF, IT IS 0.8 MILE WEST OF WARD
 KV6503'PT ON STATION ISLAND AND 0.3 MILE EAST OF SOUTH AMBOY, NEW JERSEY.
 KV6503'THE STATION IS THE GREEN LIGHT MOUNTED AT THE TOP OF A SKELETON TOWER
 KV6503'THAT IS MOUNTED ON A SMALL WHITE HOUSE.  A SG MARKER IS ATTACHED TO
 KV6503'THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6504 ***********************************************************************
 KV6504  DESIGNATION -  RARITAN RIVER CUTOFF CH LT 6
 KV6504  PID         -  KV6504
 KV6504  STATE/COUNTY-  NJ/MIDDLESEX
 KV6504  USGS QUAD   -  SOUTH AMBOY (1981)
 KV6504
 KV6504                         *CURRENT SURVEY CONTROL
 KV6504  ___________________________________________________________________
 KV6504* NAD 83(1996)-  40 29 34.44015(N)    074 16 14.53879(W)     ADJUSTED  
 KV6504* NAVD 88     -         9.9    (meters)      32.     (feet)  VERTCON   
 KV6504  ___________________________________________________________________
 KV6504  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 KV6504  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV6504
 KV6504  HORZ ORDER  -  THIRD
 KV6504
 KV6504.The horizontal coordinates were established by classical geodetic methods
 KV6504.and adjusted by the National Geodetic Survey in September 1999..
 KV6504
 KV6504.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6504
 KV6504.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6504
 KV6504.The geoid height was determined by GEOID03.
 KV6504
 KV6504;                    North         East     Units Scale Factor Converg.
 KV6504;SPC NJ       -   184,265.502   169,436.919   MT  0.99990465   +0 08 56.0
 KV6504;SPC NJ       -   604,544.40    555,894.29   sFT  0.99990465   +0 08 56.0
 KV6504;SPC NY L     -    36,262.082   277,050.215   MT  1.00001422   -0 10 37.4
 KV6504;SPC NY L     -   118,969.85    908,955.58   sFT  1.00001422   -0 10 37.4
 KV6504;UTM  18      - 4,482,722.056   561,802.739   MT  0.99964702   +0 28 24.9
 KV6504
 KV6504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6504!SPC NJ       -   1.00000354  x   0.99990465  =   0.99990819
 KV6504!SPC NY L     -   1.00000354  x   1.00001422  =   1.00001776
 KV6504!UTM  18      -   1.00000354  x   0.99964702  =   0.99965056
 KV6504
 KV6504                          SUPERSEDED SURVEY CONTROL
 KV6504
 KV6504  NAD 83(1996)-  40 29 34.44008(N)    074 16 14.53885(W) AD(       ) 4
 KV6504  NAD 83(1986)-  40 29 34.44013(N)    074 16 14.53675(W) AD(       ) 4
 KV6504  NGVD 29 (09/24/91)   10.2    (m)           33.     (f) VERT ANG       
 KV6504
 KV6504.Superseded values are not recommended for survey control.
 KV6504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6504.See file dsdata.txt to determine how the superseded data were derived.
 KV6504
 KV6504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6180382722(NAD 83)
 KV6504_MARKER: 14 = NAVIGATION LIGHT
 KV6504
 KV6504  HISTORY     - Date     Condition        Report By
 KV6504  HISTORY     - 1985     FIRST OBSERVED   B+OINC
 KV6504
 KV6504                          STATION DESCRIPTION
 KV6504
 KV6504'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6504'PUBLISHED IN COAST GUARD LIGHT LIST AS LIGHT NO. 1739.
 KV6504'
 KV6504'STATION IS LOCATED NEAR THE ENTRANCE TO ARTHUR KILL RIVER AT THE SE
 KV6504'CORNER OF RARITAN BAY ON THE WEST SIDE OF RARITAN RIVER CUTOFF AND
 KV6504'ON THE NORTH SIDE OF SOUTH AMBOY REACH, 0.5 MILE SOUTH OF THE SOUTH
 KV6504'AMBOY SHORELINE.  STATION IS THE RED LIGHT MOUNTED AT TOP OF A 20-FOOT
 KV6504'SKELETON TOWER.  A TR MARKER IS ATTACHED TO THE TOWER WITH THE NO. 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6505 ***********************************************************************
 KV6505  DESIGNATION -  RARITAN RIVER LIGHT 4
 KV6505  PID         -  KV6505
 KV6505  STATE/COUNTY-  NJ/MIDDLESEX
 KV6505  USGS QUAD   -  SOUTH AMBOY (1981)
 KV6505
 KV6505                         *CURRENT SURVEY CONTROL
 KV6505  ___________________________________________________________________
 KV6505* NAD 83(1996)-  40 29 08.02449(N)    074 15 35.66008(W)     ADJUSTED  
 KV6505* NAVD 88     -         7.1    (meters)      23.     (feet)  VERTCON   
 KV6505  ___________________________________________________________________
 KV6505  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 KV6505  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KV6505
 KV6505  HORZ ORDER  -  THIRD
 KV6505
 KV6505.The horizontal coordinates were established by classical geodetic methods
 KV6505.and adjusted by the National Geodetic Survey in September 1999..
 KV6505
 KV6505.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6505
 KV6505.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6505
 KV6505.The geoid height was determined by GEOID03.
 KV6505
 KV6505;                    North         East     Units Scale Factor Converg.
 KV6505;SPC NJ       -   183,453.211   170,354.603   MT  0.99990510   +0 09 21.2
 KV6505;SPC NJ       -   601,879.41    558,905.06   sFT  0.99990510   +0 09 21.2
 KV6505;SPC NY L     -    35,444.494   277,963.364   MT  1.00001502   -0 10 12.0
 KV6505;SPC NY L     -   116,287.48    911,951.47   sFT  1.00001502   -0 10 12.0
 KV6505;UTM  18      - 4,481,915.186   562,724.774   MT  0.99964843   +0 28 49.9
 KV6505
 KV6505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6505!SPC NJ       -   1.00000397  x   0.99990510  =   0.99990907
 KV6505!SPC NY L     -   1.00000397  x   1.00001502  =   1.00001899
 KV6505!UTM  18      -   1.00000397  x   0.99964843  =   0.99965240
 KV6505
 KV6505                          SUPERSEDED SURVEY CONTROL
 KV6505
 KV6505  NAD 83(1996)-  40 29 08.02445(N)    074 15 35.66008(W) AD(       ) 4
 KV6505  NAD 83(1986)-  40 29 08.02447(N)    074 15 35.65849(W) AD(       ) 4
 KV6505  NGVD 29 (09/24/91)    7.5    (m)           25.     (f) VERT ANG       
 KV6505
 KV6505.Superseded values are not recommended for survey control.
 KV6505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6505.See file dsdata.txt to determine how the superseded data were derived.
 KV6505
 KV6505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6272581915(NAD 83)
 KV6505_MARKER: 14 = NAVIGATION LIGHT
 KV6505
 KV6505  HISTORY     - Date     Condition        Report By
 KV6505  HISTORY     - 1985     FIRST OBSERVED   B+OINC
 KV6505
 KV6505                          STATION DESCRIPTION
 KV6505
 KV6505'DESCRIBED BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV6505'PUBLISHED IN COAST GUARD LIST AS LIGHT NO. 1719.
 KV6505'
 KV6505'STATION IS LOCATED IN THE RARITAN RIVER ABOUT 1.0 MILE SE OF THE
 KV6505'ENTRANCE TO THE CHEESEQUAKE RIVER AND 0.5 MILE SSW OF GREAT BEDS
 KV6505'LIGHTHOUSE.  THE STATION IS THE CENTER OF THE LIGHT THAT IS MOUNTED
 KV6505'ON THE TOP OF A 20-FOOT SKELETON TOWER.  A TR MARKED IS ATTACHED TO
 KV6505'THE TOWER WITH THE NO. 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4866 ***********************************************************************
 KV4866  DESIGNATION -  RARITAN RIVER VICT BRIDGE FP
 KV4866  PID         -  KV4866
 KV4866  STATE/COUNTY-  NJ/MIDDLESEX
 KV4866  USGS QUAD   -  PERTH AMBOY (1981)
 KV4866
 KV4866                         *CURRENT SURVEY CONTROL
 KV4866  ___________________________________________________________________
 KV4866* NAD 83(1996)-  40 30 31.26154(N)    074 17 26.27964(W)     ADJUSTED  
 KV4866* NAVD 88     -                                                        
 KV4866  ___________________________________________________________________
 KV4866  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 KV4866  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KV4866
 KV4866  HORZ ORDER  -  THIRD
 KV4866
 KV4866.The horizontal coordinates were established by classical geodetic methods
 KV4866.and adjusted by the National Geodetic Survey in September 1999..
 KV4866
 KV4866
 KV4866.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4866
 KV4866.The geoid height was determined by GEOID03.
 KV4866
 KV4866;                    North         East     Units Scale Factor Converg.
 KV4866;SPC NJ       -   186,013.821   167,743.496   MT  0.99990387   +0 08 09.6
 KV4866;SPC NJ       -   610,280.34    550,338.45   sFT  0.99990387   +0 08 09.6
 KV4866;SPC NY L     -    38,020.200   275,366.584   MT  1.00001255   -0 11 24.4
 KV4866;SPC NY L     -   124,737.94    903,431.87   sFT  1.00001255   -0 11 24.4
 KV4866;UTM  18      - 4,484,460.300   560,099.874   MT  0.99964446   +0 27 38.9
 KV4866
 KV4866                          SUPERSEDED SURVEY CONTROL
 KV4866
 KV4866  NAD 83(1996)-  40 30 31.26144(N)    074 17 26.27995(W) AD(       ) 4
 KV4866  NAD 83(1986)-  40 30 31.26332(N)    074 17 26.27674(W) AD(       ) 4
 KV4866  NAD 27      -  40 30 30.88000(N)    074 17 27.75100(W) AD(       ) 3
 KV4866
 KV4866.Superseded values are not recommended for survey control.
 KV4866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4866.See file dsdata.txt to determine how the superseded data were derived.
 KV4866
 KV4866_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6010084460(NAD 83)
 KV4866_MARKER: 62 = FLAGPOLE
 KV4866
 KV4866  HISTORY     - Date     Condition        Report By
 KV4866  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4866  HISTORY     - 1990     GOOD             USPSQD
 KV4866
 KV4866                          STATION DESCRIPTION
 KV4866
 KV4866'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4866'THE FLAGPOLE, ABOVE THE RARITAN RIVER, ATOP AND CENTERED OVER THE
 KV4866'DRAWSPAN OF THE VICTORY BRIDGE (U.S. HIGHWAY 9) CONNECTING S AMBOY
 KV4866'AND PERTH AMBOY.  THE TOP OF THE SHORT FLAGPOLE IS APPROXIMATELY
 KV4866'100 FEET ABOVE THE BRIDGE ROADWAY.  THE ONLY OTHER BRIDGE IN THIS
 KV4866'VICINITY IS A RAILROAD CROSSING 1 MILE DOWN THE RIVER.
 KV4866'
 KV4866'THE STATION IS THE BASE OF THE FLAGPOLE.
 KV4866
 KV4866                          STATION RECOVERY (1990)
 KV4866
 KV4866'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV4866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5516 ***********************************************************************
 KV5516  DESIGNATION -  RCA COMMUNICATIONS INC TOWER
 KV5516  PID         -  KV5516
 KV5516  STATE/COUNTY-  NJ/BURLINGTON
 KV5516  USGS QUAD   -  COLUMBUS (1981)
 KV5516
 KV5516                         *CURRENT SURVEY CONTROL
 KV5516  ___________________________________________________________________
 KV5516* NAD 83(1996)-  40 00 29.40996(N)    074 42 19.62213(W)     ADJUSTED  
 KV5516* NAVD 88     -                                                        
 KV5516  ___________________________________________________________________
 KV5516  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 KV5516  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KV5516
 KV5516  HORZ ORDER  -  THIRD
 KV5516
 KV5516.The horizontal coordinates were established by classical geodetic methods
 KV5516.and adjusted by the National Geodetic Survey in September 1999..
 KV5516
 KV5516
 KV5516.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5516
 KV5516.The geoid height was determined by GEOID03.
 KV5516
 KV5516;                    North         East     Units Scale Factor Converg.
 KV5516;SPC NJ       -   130,441.626   132,459.620   MT  0.99990379   -0 07 55.5
 KV5516;SPC NJ       -   427,957.23    434,577.94   sFT  0.99990379   -0 07 55.5
 KV5516;SPC PA S     -    79,410.698   859,900.518   MT  0.99998914   +1 58 31.0
 KV5516;SPC PA S     -   260,533.27  2,821,190.28   sFT  0.99998914   +1 58 31.0
 KV5516;UTM  18      - 4,428,705.490   525,139.672   MT  0.99960778   +0 11 21.7
 KV5516
 KV5516                          SUPERSEDED SURVEY CONTROL
 KV5516
 KV5516  NAD 83(1986)-  40 00 29.40439(N)    074 42 19.62192(W) AD(       ) 4
 KV5516  NAD 27      -  40 00 29.00000(N)    074 42 21.04400(W) AD(       ) 3
 KV5516
 KV5516.Superseded values are not recommended for survey control.
 KV5516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5516.See file dsdata.txt to determine how the superseded data were derived.
 KV5516
 KV5516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2514028705(NAD 83)
 KV5516_MARKER: 43 = RADIO/TV TOWER
 KV5516
 KV5516  HISTORY     - Date     Condition        Report By
 KV5516  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5516
 KV5516                          STATION DESCRIPTION
 KV5516
 KV5516'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5516'THIS STATION IS THE TIP OF THE SQUARE SKELETON STEEL TELEVISION
 KV5516'BROADCASTING TOWER AT THE R.C.A. COMMUNICATIONS, INCORPORATED
 KV5516'BROADCASTING STATION ABOUT 4 MILES E OF MOUNT HOLLY AND 2-1/2
 KV5516'MILES NNW OF PEMBERTON.  THE TOWER IS ABOUT 175 FEET HIGH AND
 KV5516'IS ON THE TOP OF A PROMINENT HIGH HILL.  NEAR THE TOP OF THE
 KV5516'TOWER IS A SCREEN ABOUT 5 FEET WIDE AND 10 FEET HIGH.  THE
 KV5516'SCREEN IS IN A VERTICAL E-W PLANE.  A POLE EXTENDS ABOUT 15
 KV5516'FEET VERTICALLY ABOVE THE SCREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2900 ***********************************************************************
 JU2900  DESIGNATION -  REACH
 JU2900  PID         -  JU2900
 JU2900  STATE/COUNTY-  NJ/CAPE MAY
 JU2900  USGS QUAD   -  AVALON (1994)
 JU2900
 JU2900                         *CURRENT SURVEY CONTROL
 JU2900  ___________________________________________________________________
 JU2900* NAD 83(1996)-  39 05 25.21089(N)    074 44 56.54860(W)     ADJUSTED  
 JU2900* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2900  ___________________________________________________________________
 JU2900  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 JU2900  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 JU2900
 JU2900  HORZ ORDER  -  THIRD
 JU2900
 JU2900.The horizontal coordinates were established by classical geodetic methods
 JU2900.and adjusted by the National Geodetic Survey in September 1999..
 JU2900
 JU2900.The orthometric height was scaled from a topographic map.
 JU2900
 JU2900.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2900
 JU2900.The geoid height was determined by GEOID03.
 JU2900
 JU2900;                    North         East     Units Scale Factor Converg.
 JU2900;SPC NJ       -    28,557.797   128,456.050   MT  0.99990571   -0 09 25.3
 JU2900;SPC NJ       -    93,693.37    421,442.89   sFT  0.99990571   -0 09 25.3
 JU2900;UTM  18      - 4,326,831.354   521,703.310   MT  0.99960580   +0 09 29.7
 JU2900
 JU2900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2900!SPC NJ       -   1.00000543  x   0.99990571  =   0.99991114
 JU2900!UTM  18      -   1.00000543  x   0.99960580  =   0.99961122
 JU2900
 JU2900|---------------------------------------------------------------------|
 JU2900| PID    Reference Object                     Distance      Geod. Az  |
 JU2900|                                                           dddmmss.s |
 JU2900| CB2907 REACH RM 1                           12.150 METERS 20348     |
 JU2900| JU2339 STITES                              APPROX. 4.3 KM 3335507.4 |
 JU2900|---------------------------------------------------------------------|
 JU2900
 JU2900                          SUPERSEDED SURVEY CONTROL
 JU2900
 JU2900  NAD 83(1986)-  39 05 25.19013(N)    074 44 56.54844(W) AD(       ) 3
 JU2900  NAD 27      -  39 05 24.77800(N)    074 44 57.96100(W) AD(       ) 3
 JU2900
 JU2900.Superseded values are not recommended for survey control.
 JU2900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2900.See file dsdata.txt to determine how the superseded data were derived.
 JU2900
 JU2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2170326831(NAD 83)
 JU2900_MARKER: DS = TRIANGULATION STATION DISK
 JU2900_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU2900_SP_SET: TOP OF METAL PIPE IN CONCRETE
 JU2900
 JU2900  HISTORY     - Date     Condition        Report By
 JU2900  HISTORY     - 1936     MONUMENTED       CGS
 JU2900  HISTORY     - 1951     GOOD             CGS
 JU2900  HISTORY     - 1957     GOOD             CGS
 JU2900
 JU2900                          STATION DESCRIPTION
 JU2900
 JU2900'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2900'LOCATED APPROXIMATELY MIDWAY BETWEEN AVALON AND STONE HARBOR
 JU2900'ON THE S BANK OF LONG REACH OPPOSITE THE MOUTH OF GRAVEN
 JU2900'THOROFARE.  IT IS 29 FEET SW OF THE SHORE LINE AND 42 FEET SE
 JU2900'OF A 6-FOOT CREEK.
 JU2900'
 JU2900'STATION IS MARKED, AS DESCRIBED IN NOTE 6C, BY A STANDARD DISK,
 JU2900'STAMPED REACH 1936, SET IN TOP OF AN 8-INCH CONCRETE-FILLED
 JU2900'TILE WHICH PROJECTS 8 INCHES ABOVE GROUND.
 JU2900'
 JU2900'REFERENCE MARK NO.1 IS MARKED, AS DESCRIBED IN NOTE 13C, BY
 JU2900'A STANDARD DISK, STAMPED NO.1 REACH 1936, SET IN AN 8-INCH
 JU2900'CONCRETE-FILLED TILE WHICH PROJECTS 6 INCHES ABOVE GROUND.
 JU2900
 JU2900                          STATION RECOVERY (1951)
 JU2900
 JU2900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2900'STATION MARK AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  THE
 JU2900'DISTANCE TO R.M. 1 WAS MEASURED WITH A STEEL TAPE AND FOUND TO BE
 JU2900'CORRECT.
 JU2900'
 JU2900'THE PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT.
 JU2900
 JU2900                          STATION RECOVERY (1957)
 JU2900
 JU2900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VES)
 JU2900'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 JU2900'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3208 ***********************************************************************
 JU3208  DESIGNATION -  READING
 JU3208  PID         -  JU3208
 JU3208  STATE/COUNTY-  NJ/CAMDEN
 JU3208  USGS QUAD   -  PHILADELPHIA (1994)
 JU3208
 JU3208                         *CURRENT SURVEY CONTROL
 JU3208  ___________________________________________________________________
 JU3208* NAD 83(1996)-  39 55 37.30218(N)    075 07 52.54725(W)     ADJUSTED  
 JU3208* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3208  ___________________________________________________________________
 JU3208  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 JU3208  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU3208
 JU3208  HORZ ORDER  -  THIRD
 JU3208
 JU3208.The horizontal coordinates were established by classical geodetic methods
 JU3208.and adjusted by the National Geodetic Survey in September 1999..
 JU3208
 JU3208.The orthometric height was scaled from a topographic map.
 JU3208
 JU3208.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3208
 JU3208.The geoid height was determined by GEOID03.
 JU3208
 JU3208;                    North         East     Units Scale Factor Converg.
 JU3208;SPC NJ       -   121,603.672    96,041.871   MT  0.99993583   -0 24 18.6
 JU3208;SPC NJ       -   398,961.38    315,097.37   sFT  0.99993583   -0 24 18.6
 JU3208;SPC DE       -   213,966.616   224,397.528   MT  1.00000232   +0 10 59.4
 JU3208;SPC DE       -   701,988.81    736,210.89   sFT  1.00000232   +0 10 59.4
 JU3208;UTM  18      - 4,419,666.380   488,783.500   MT  0.99960155   -0 05 03.3
 JU3208
 JU3208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3208!SPC NJ       -   1.00000505  x   0.99993583  =   0.99994088
 JU3208!SPC DE       -   1.00000505  x   1.00000232  =   1.00000737
 JU3208!UTM  18      -   1.00000505  x   0.99960155  =   0.99960660
 JU3208
 JU3208:                Primary Azimuth Mark                     Grid Az
 JU3208:SPC NJ       -  CAMDEN CROFTS CHIMNEY USE                132 31 23.0
 JU3208:SPC DE       -  CAMDEN CROFTS CHIMNEY USE                131 56 05.0
 JU3208:UTM  18      -  CAMDEN CROFTS CHIMNEY USE                132 12 07.7
 JU3208
 JU3208|---------------------------------------------------------------------|
 JU3208| PID    Reference Object                     Distance      Geod. Az  |
 JU3208|                                                           dddmmss.s |
 JU3208| JU3049 CAMDEN CROFTS CHIMNEY USE           APPROX. 1.2 KM 1320704.4 |
 JU3208| JU3190 CAMDEN ARMSTRONG CORK CHIMNEY       APPROX. 0.9 KM 1420036.5 |
 JU3208| JU3186 CAMDEN MC ANDREWS FORBES CHIM       APPROX. 1.0 KM 1505631.8 |
 JU3208| CB2909 READING RM 2                          9.740 METERS 17359     |
 JU3208| JU3127 PHILADELPHIA CAMPHOR CHIM USE       APPROX. 1.5 KM 2032603.5 |
 JU3208| JU3121 PHILADELPHIA BAUGHS CHIM USE        APPROX. 0.8 KM 2501701.4 |
 JU3208| CB2908 READING RM 1                          5.120 METERS 33420     |
 JU3208|---------------------------------------------------------------------|
 JU3208
 JU3208                          SUPERSEDED SURVEY CONTROL
 JU3208
 JU3208  NAD 83(1991)-  39 55 37.30013(N)    075 07 52.54755(W) AD(       ) 3
 JU3208  NAD 83(1986)-  39 55 37.29631(N)    075 07 52.55012(W) AD(       ) 3
 JU3208  NAD 27      -  39 55 36.89400(N)    075 07 53.91000(W) AD(       ) 3
 JU3208
 JU3208.Superseded values are not recommended for survey control.
 JU3208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3208.See file dsdata.txt to determine how the superseded data were derived.
 JU3208
 JU3208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8878319666(NAD 83)
 JU3208_MARKER: DS = TRIANGULATION STATION DISK
 JU3208_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU3208_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU3208
 JU3208  HISTORY     - Date     Condition        Report By
 JU3208  HISTORY     - 1925     MONUMENTED       CGS
 JU3208  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3208
 JU3208                          STATION DESCRIPTION
 JU3208
 JU3208'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3208'LOCATED ON READING TERMINAL DOCK NEAR KAIGN POINT, AT FOOT OF
 JU3208'ATLANTIC STREET, CAMDEN.  STATION IS 6 FEET FROM OUTER EDGE OF
 JU3208'CONCRETE BULKHEAD.  17.5 FEET ABOVE WATER PLUG LOCATED NEAR THE
 JU3208'CENTER OUTER PART OF THE DOCK.  AND 114.5 FEET BELOW UPPER CORNER
 JU3208'OF BULKHEAD, WHERE IT MEETS THE FERRY SLIP.
 JU3208'
 JU3208'SURFACE MARK IS A STANDARD BRONZE DISK IN A TILE.
 JU3208'
 JU3208'REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN DRILLED HOLES
 JU3208'IN BULKHEAD.
 JU3208'
 JU3208'HEIGHT OF SIGNAL ABOVE STATION MARK - 5-1/2 METERS.
 JU3208
 JU3208                          STATION RECOVERY (1946)
 JU3208
 JU3208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3208'A 1-HOUR SEARCH WAS MADE BY TWO MEN.  THE WATER PLUG WAS FOUND
 JU3208'BUT NEITHER THE REFERENCE MARKS NOR THE STATION COULD BE
 JU3208'LOCATED.  DUE TO CONSIDERABLE EXCAVATION AND BUILDING IN THIS
 JU3208'VICINITY, THIS STATION HAS UNDOUBTEDLY BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5883 ***********************************************************************
 KV5883  DESIGNATION -  READINGTON 1
 KV5883  PID         -  KV5883
 KV5883  STATE/COUNTY-  NJ/HUNTERDON
 KV5883  USGS QUAD   -  RARITAN (1981)
 KV5883
 KV5883                         *CURRENT SURVEY CONTROL
 KV5883  ___________________________________________________________________
 KV5883* NAD 83(1996)-  40 34 48.43368(N)    074 44 10.68477(W)     ADJUSTED  
 KV5883* NAVD 88     -        54.5    (meters)     179.     (feet)  VERTCON   
 KV5883  ___________________________________________________________________
 KV5883  X           -   1,277,101.308 (meters)                     COMP
 KV5883  Y           -  -4,679,943.893 (meters)                     COMP
 KV5883  Z           -   4,127,134.830 (meters)                     COMP
 KV5883  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 KV5883  ELLIP HEIGHT-          21.01  (meters)          (10/23/02) GPS OBS
 KV5883  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 KV5883
 KV5883  HORZ ORDER  -  SECOND
 KV5883  ELLP ORDER  -  FOURTH    CLASS I
 KV5883
 KV5883.This mark is at Solberg-Hunterdon Airport (N51)
 KV5883
 KV5883.The horizontal coordinates were established by GPS observations
 KV5883.and adjusted by the National Geodetic Survey in May 1999..
 KV5883
 KV5883.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5883
 KV5883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5883
 KV5883.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5883
 KV5883.The ellipsoidal height was determined by GPS observations
 KV5883.and is referenced to NAD 83.
 KV5883
 KV5883.The geoid height was determined by GEOID03.
 KV5883
 KV5883;                    North         East     Units Scale Factor Converg.
 KV5883;SPC NJ       -   193,951.502   129,995.107   MT  0.99990492   -0 09 13.4
 KV5883;SPC NJ       -   636,322.55    426,492.28   sFT  0.99990492   -0 09 13.4
 KV5883;UTM  18      - 4,492,181.561   522,317.614   MT  0.99960613   +0 10 17.5
 KV5883
 KV5883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5883!SPC NJ       -   0.99999670  x   0.99990492  =   0.99990162
 KV5883!UTM  18      -   0.99999670  x   0.99960613  =   0.99960284
 KV5883
 KV5883:                Primary Azimuth Mark                     Grid Az
 KV5883:SPC NJ       -  READINGTON 2                             306 12 43.9
 KV5883:UTM  18      -  READINGTON 2                             305 53 13.0
 KV5883
 KV5883|---------------------------------------------------------------------|
 KV5883| PID    Reference Object                     Distance      Geod. Az  |
 KV5883|                                                           dddmmss.s |
 KV5883| KV5884 READINGTON 2                        APPROX. 0.6 KM 3060330.5 |
 KV5883|---------------------------------------------------------------------|
 KV5883
 KV5883                          SUPERSEDED SURVEY CONTROL
 KV5883
 KV5883  ELLIP H (05/14/99)   21.02   (m)                       GP(       ) 4 1
 KV5883  NAD 83(1986)-  40 34 48.43356(N)    074 44 10.68616(W) AD(       ) 2
 KV5883  NAD 83(1986)-  40 34 48.43383(N)    074 44 10.68684(W) AD(       ) 3
 KV5883  NAD 27      -  40 34 48.06176(N)    074 44 12.10765(W) AD(       ) 3
 KV5883  NGVD 29 (10/04/91)   54.8    (m)          180.     (f) GPS OBS        
 KV5883
 KV5883.Superseded values are not recommended for survey control.
 KV5883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5883.See file dsdata.txt to determine how the superseded data were derived.
 KV5883
 KV5883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2231892182(NAD 83)
 KV5883_MARKER: I = METAL ROD
 KV5883_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5883_SP_SET: STAINLESS STEEL ROD
 KV5883_STAMPING: READINGTON 1 1987
 KV5883_MARK LOGO: NGS   
 KV5883_PROJECTION: FLUSH
 KV5883_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5883+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2000
 KV5883_ROD/PIPE-DEPTH: 2.59 meters
 KV5883
 KV5883  HISTORY     - Date     Condition        Report By
 KV5883  HISTORY     - 1987     MONUMENTED       AEROS
 KV5883  HISTORY     - 1987     GOOD             AEROS
 KV5883  HISTORY     - 19900108 GOOD             NJGS
 KV5883  HISTORY     - 19981115 GOOD             USPSQD
 KV5883  HISTORY     - 20001205 GOOD             LOCENG
 KV5883  HISTORY     - 20031122 GOOD             USPSQD
 KV5883
 KV5883                          STATION DESCRIPTION
 KV5883
 KV5883'DESCRIBED BY AERO SERVICE CORPORATION 1987 (PCO)
 KV5883'THE STATION IS LOCATED ABOUT 1.45 KM (0.9 MI)
 KV5883'NORTH-NORTHWEST OF READINGTON,
 KV5883'6.28 KM (3.9 MI) SOUTH-SOUTHEAST OF WHITEHOUSE,
 KV5883'8.05 KM (5.0 MI) SOUTHWEST OF NORTH BRANCH, WITHIN THE BOUNDARY OF
 KV5883'THE THOR SOLBERG AIRPORT.
 KV5883'OWNERSHIP--THOR SOLBERG, BOX 15, SOLBERG AIRPORT, READINGTON, NEW
 KV5883'JERSEY 08870.
 KV5883'
 KV5883'TO REACH THE STATION FROM THE READINGTON REFORMED CHURCH AND
 KV5883'CEMETERY ON COUNTY ROAD 620 (READINGTON ROAD) IN READINGTON, GO
 KV5883'WEST FOR 0.64 KM (0.4 MI) ON COUNTY ROAD 620 (READINGTON ROAD) TO
 KV5883'THE INTERSECTION OF THOR SOLBERG ROAD.
 KV5883'TURN RIGHT AND GO NORTH FOR 1.13 KM (0.7 MI) ON THOR SOLBERG ROAD
 KV5883'TO THE INTERSECTION OF FORTY OAKS ROAD RIGHT, AND THE PAVED
 KV5883'ENTRANCE ROAD TO THE THOR SOLBERG AIRPORT LEFT.
 KV5883'TURN LEFT AND GO WEST FOR 0.24 KM (0.15 MI) ON THE PAVED ENTRANCE
 KV5883'ROAD PASSING THE AIRPORT OFFICE AND CROSSING A GRASS AND PAVED
 KV5883'RUNWAY TO THE STATION, ABOUT 137 METERS (450 FT) NORTH-NORTHWEST
 KV5883'FROM THE AIRPORT OFFICE.
 KV5883'
 KV5883'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KV5883'FLANGE WITH ACCESS COVER IS STAMPED---READINGTON 1 1987---, AND IS
 KV5883'SET FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KV5883'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 2.59 METERS (8.5 FT) AND
 KV5883'IS RECESSED 10 CM BELOW THE GROUND.  LOCATED 24.38 METERS (80.0 FT)
 KV5883'NORTHWEST FROM THE CENTERLINE OF THE SOUTHWEST END OF RUNWAY 04,
 KV5883'19.84 METERS (65.1 FT) WEST-SOUTHWEST FROM THE FIRST RUNWAY LIGHT
 KV5883'ON THE NORTHWEST SIDE OF THE RUNWAY, 0.58 METERS (1.9 FT) SOUTHEAST
 KV5883'FROM A CARSONITE WITNESS POST.
 KV5883
 KV5883                          STATION RECOVERY (1987)
 KV5883
 KV5883'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 KV5883'RECOVERED IN GOOD CONDITION.
 KV5883
 KV5883                          STATION RECOVERY (1990)
 KV5883
 KV5883'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5883'THE STATION IS LOCATED IN READINGTON TOWNSHIP, AT THE THOR SOLEBERG
 KV5883'AIRPORT, ON THE NORTHWEST SIDE OF THE RUNWAY, OPPOSITE THE OFFICE
 KV5883'BUILDING.  PHONE 201 534 4000.  TO REACH THE STATION FROM THE
 KV5883'JUNCTION OF U.S. HIGHWAY 202 AND READINGTON ROAD, COUNTY ROAD 620, GO
 KV5883'3.84 KM (2.39 MI) NORTHWEST ON ROUTE 620 TO THE JUNCTION WITH THOR
 KV5883'SOLEBERG ROAD, TURN RIGHT AND GO 1.12 KM (0.70 MI) NORTHEAST TO THE
 KV5883'ENTRANCE TO THE AIRPORT, TURN LEFT INTO THE AIRPORT AND GO 0.24 KM
 KV5883'(0.15 MI) WEST ON THE ENTRANCE ROAD, PASSING THE OFFICE ON THE LEFT,
 KV5883'AND CROSS THE RUNWAY TO THE WIND DIRECTION INDICATOR AND WIND SOCK.
 KV5883'THE STATION IS 14.3 M (46.92 FT) WEST NORTHWEST OF THE NORTHWEST EDGE
 KV5883'OF THE RUNWAY, 48.3 M (158.46 FT) SOUTHWEST OF THE WIND DIRECTION
 KV5883'INDICATOR PIVOT POST, 75.8 M (248.69 FT) SOUTHWEST OF THE WIND SOCK
 KV5883'MAST, ABOUT 137 M (449.47 FT) NORTH NORTHWEST OF THE AIRPORT OFFICE
 KV5883'AND 0.5 M (1.64 FT) SOUTHEAST OF A CARSONITE WITNESS POST.  THE
 KV5883'STATION, A STANDARD NGS THREE DIMENSIONAL MARK, IS 0.1 M (0.33 FT)
 KV5883'BELOW THE GROUND.  THE LOGO FLANGE, OF A 5 INCH DIAMETER NGS
 KV5883'PROTECTIVE CAP, IS STAMPED, READINGTON 1 1987.
 KV5883
 KV5883                          STATION RECOVERY (1998)
 KV5883
 KV5883'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV5883'RECOVERED IN GOOD CONDITION.
 KV5883
 KV5883                          STATION RECOVERY (2000)
 KV5883
 KV5883'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (CL)
 KV5883'SHOULD SEEK PERMISSION FROM AIRPORT OFFICE PRIOR TO USE.
 KV5883
 KV5883                          STATION RECOVERY (2003)
 KV5883
 KV5883'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV5883'WITNESS POST NO LONGER EXISTS.  MARK IS LOCATED ATOP A SMALL MOUND OF
 KV5883'SOIL IN LINE WITH AIRPORT'S FLAGPOLE AND THE RADIO TOWER OF MARK
 KV5883'KV5884.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5884 ***********************************************************************
 KV5884  DESIGNATION -  READINGTON 2
 KV5884  PID         -  KV5884
 KV5884  STATE/COUNTY-  NJ/HUNTERDON
 KV5884  USGS QUAD   -  RARITAN (1981)
 KV5884
 KV5884                         *CURRENT SURVEY CONTROL
 KV5884  ___________________________________________________________________
 KV5884* NAD 83(1996)-  40 34 59.16375(N)    074 44 30.01496(W)     ADJUSTED  
 KV5884* NAVD 88     -        57.3    (meters)     188.     (feet)  VERTCON   
 KV5884  ___________________________________________________________________
 KV5884  X           -   1,276,606.603 (meters)                     COMP
 KV5884  Y           -  -4,679,857.841 (meters)                     COMP
 KV5884  Z           -   4,127,387.987 (meters)                     COMP
 KV5884  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 KV5884  ELLIP HEIGHT-          23.75  (meters)          (10/23/02) GPS OBS
 KV5884  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 KV5884
 KV5884  HORZ ORDER  -  SECOND
 KV5884  ELLP ORDER  -  FOURTH    CLASS I
 KV5884
 KV5884.This mark is at Solberg-Hunterdon Airport (N51)
 KV5884
 KV5884.The horizontal coordinates were established by GPS observations
 KV5884.and adjusted by the National Geodetic Survey in May 1999..
 KV5884
 KV5884.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5884
 KV5884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5884
 KV5884.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5884
 KV5884.The ellipsoidal height was determined by GPS observations
 KV5884.and is referenced to NAD 83.
 KV5884
 KV5884.The geoid height was determined by GEOID03.
 KV5884
 KV5884;                    North         East     Units Scale Factor Converg.
 KV5884;SPC NJ       -   194,283.683   129,541.441   MT  0.99990515   -0 09 26.0
 KV5884;SPC NJ       -   637,412.38    425,003.88   sFT  0.99990515   -0 09 26.0
 KV5884;UTM  18      - 4,492,511.063   521,862.206   MT  0.99960588   +0 10 05.0
 KV5884
 KV5884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5884!SPC NJ       -   0.99999627  x   0.99990515  =   0.99990142
 KV5884!UTM  18      -   0.99999627  x   0.99960588  =   0.99960216
 KV5884
 KV5884:                Primary Azimuth Mark                     Grid Az
 KV5884:SPC NJ       -  READINGTON 1                             126 12 43.9
 KV5884:UTM  18      -  READINGTON 1                             125 53 12.9
 KV5884
 KV5884|---------------------------------------------------------------------|
 KV5884| PID    Reference Object                     Distance      Geod. Az  |
 KV5884|                                                           dddmmss.s |
 KV5884| KV5883 READINGTON 1                        APPROX. 0.6 KM 1260317.9 |
 KV5884|---------------------------------------------------------------------|
 KV5884
 KV5884                          SUPERSEDED SURVEY CONTROL
 KV5884
 KV5884  ELLIP H (05/14/99)   23.76   (m)                       GP(       ) 4 1
 KV5884  NAD 83(1986)-  40 34 59.16363(N)    074 44 30.01596(W) AD(       ) 2
 KV5884  NAD 83(1986)-  40 34 59.16337(N)    074 44 30.01622(W) AD(       ) 3
 KV5884  NAD 27      -  40 34 58.79150(N)    074 44 31.43646(W) AD(       ) 3
 KV5884  NGVD 29 (10/04/91)   57.5    (m)          189.     (f) GPS OBS        
 KV5884
 KV5884.Superseded values are not recommended for survey control.
 KV5884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5884.See file dsdata.txt to determine how the superseded data were derived.
 KV5884
 KV5884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2186292511(NAD 83)
 KV5884_MARKER: I = METAL ROD
 KV5884_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5884_SP_SET: STAINLESS STEEL ROD
 KV5884_STAMPING: READINGTON 2 1987
 KV5884_MARK LOGO: NGS   
 KV5884_PROJECTION: FLUSH
 KV5884_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5884+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2000
 KV5884_ROD/PIPE-DEPTH: 3.66 meters
 KV5884
 KV5884  HISTORY     - Date     Condition        Report By
 KV5884  HISTORY     - 1987     MONUMENTED       AEROS
 KV5884  HISTORY     - 1987     GOOD             AEROS
 KV5884  HISTORY     - 19900108 GOOD             NJGS
 KV5884  HISTORY     - 19981115 GOOD             USPSQD
 KV5884  HISTORY     - 20001205 GOOD             LOCENG
 KV5884  HISTORY     - 20031122 GOOD             USPSQD
 KV5884
 KV5884                          STATION DESCRIPTION
 KV5884
 KV5884'DESCRIBED BY AERO SERVICE CORPORATION 1987 (PCO)
 KV5884'THE STATION IS LOCATED ABOUT 1.45 KM (0.9 MI)
 KV5884'NORTH-NORTHWEST OF READINGTON,
 KV5884'6.28 KM (3.9 MI) SOUTH-SOUTHEAST OF WHITEHOUSE,
 KV5884'8.05 KM (5.0 MI) SOUTHWEST OF NORTH BRANCH, WITHIN THE BOUNDARY OF
 KV5884'THE THOR SOLBERG AIRPORT.
 KV5884'OWNERSHIP--THOR SOLBERG, BOX 15, SOLBERG AIRPORT, READINGTON, NEW
 KV5884'JERSEY 08870.
 KV5884'
 KV5884'TO REACH THE STATION FROM THE READINGTON REFORMED CHURCH AND
 KV5884'CEMETERY ON COUNTY ROAD 620 (READINGTON ROAD) IN READINGTON, GO
 KV5884'WEST FOR 2.09 KM (1.3 MI) ON COUNTY ROAD 620 (READINGTON ROAD) TO
 KV5884'A (Y) INTERSECTION AT LIGHTFIELD ROAD.
 KV5884'FOLLOW THE RIGHT FORK AND GO NORTHEAST FOR 0.56 KM (0.35 MI) ON
 KV5884'LIGHTFIELD ROAD TO A PAVED ROAD RIGHT AND A GATE.  TURN RIGHT,
 KV5884'PASSING AROUND THE GATE ON A DIRT BYPASS ROAD TO THE SOUTHWEST, AND
 KV5884'GO SOUTHEAST FOR 0.40 KM (0.25 MI) ON THE PAVED ROAD TO A V.O.R.
 KV5884'AND THE STATION.
 KV5884'
 KV5884'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KV5884'FLANGE WITH ACCESS COVER IS STAMPED---READINGTON 2 1987---, AND IS
 KV5884'SET FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KV5884'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 3.66 METERS (12.0 FT) AND
 KV5884'IS RECESSED 10 CM BELOW THE GROUND.  LOCATED 12.25 METERS (40.2 FT)
 KV5884'EAST-SOUTHEAST FROM THE NORTH CORNER OF THE V.O.R. BUILDING, 5.09
 KV5884'METERS (16.7 FT) NORTHEAST FROM THE EAST CORNER OF THE V.O.R.
 KV5884'BUILDING AND IN LINE WITH THE SOUTHEAST FACE OF THE BUILDING, 2.35
 KV5884'METERS (7.7 FT) SOUTHEAST FROM A CARSONITE WITNESS POST.
 KV5884
 KV5884                          STATION RECOVERY (1987)
 KV5884
 KV5884'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 KV5884'RECOVERED IN GOOD CONDITION.
 KV5884
 KV5884                          STATION RECOVERY (1990)
 KV5884
 KV5884'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5884'THE STATION IS LOCATED IN READINGTON TOWNSHIP, AT THE THOR SOLEBERG
 KV5884'AIRPORT, ON THE SOUTHEAST SIDE OF LIGHTFIELD ROAD.  PHONE 201 534
 KV5884'4000.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 202 AND
 KV5884'READINGTON ROAD, COUNTY ROAD 620, GO 5.28 KM (3.28 MI) NORTHWEST ON
 KV5884'READINGTON ROAD TO THE JUNCTION WITH LIGHTFIELD ROAD, CONTINUE 0.56
 KV5884'KM (0.35 MI) ON LIGHTFIELD ROAD TO A GATED PAVED ROAD LEADING
 KV5884'SOUTHEAST, TURN RIGHT AND GO 0.40 KM (0.25 MI) ON THE PAVED ROAD TO
 KV5884'THE U.S. GOVERNMENT, F.A.A. AIR TRAFFIC RADAR INSTALLATION, A 1 STORY
 KV5884'INTERNATIONALLY PAINTED RED AND WHITE BUILDING WITH A RADAR CONE.
 KV5884'THE STATION IS 12.25 M (40.19 FT) SOUTHEAST OF THE NORTH CORNER OF
 KV5884'THE BUILDING, 5.15 M (16.90 FT) NORTHEAST OF THE EAST CORNER, ON
 KV5884'RANGE OF THE SOUTHEAST WALL, 10.0 M (32.81 FT) SOUTHWEST OF THE EAST
 KV5884'CORNER OF A SPLIT RAIL FENCE AND 5.2 M (17.06 FT) NORTHEAST OF A
 KV5884'CARSONITE WITNESS POST AT THE EAST CORNER OF THE BUILDING.  THE
 KV5884'STATION, A STANDARD NGS THREE DIMENSIONAL MARK, IS 0.1 M (0.33 FT)
 KV5884'BELOW THE GROUND.  THE LOGO FLANGE OF A 5 INCH DIAMETER NGS PROTECTIVE
 KV5884'CAP IS STAMPED, READINGTON 2 1987.
 KV5884
 KV5884                          STATION RECOVERY (1998)
 KV5884
 KV5884'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV5884'RECOVERED IN GOOD CONDITION.
 KV5884
 KV5884                          STATION RECOVERY (2000)
 KV5884
 KV5884'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (CL)
 KV5884'SHOULD SEEK PERMISSION FROM AIRPORT OFFICE PRIOR TO USE.
 KV5884
 KV5884                          STATION RECOVERY (2003)
 KV5884
 KV5884'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV5884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4021 ***********************************************************************
 KV4021  DESIGNATION -  RECKNER
 KV4021  PID         -  KV4021
 KV4021  STATE/COUNTY-  NJ/BERGEN
 KV4021  USGS QUAD   -  WEEHAWKEN (1995)
 KV4021
 KV4021                         *CURRENT SURVEY CONTROL
 KV4021  ___________________________________________________________________
 KV4021* NAD 83(1996)-  40 49 33.62860(N)    074 03 34.98002(W)     ADJUSTED  
 KV4021* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV4021  ___________________________________________________________________
 KV4021  LAPLACE CORR-           7.15  (seconds)                    DEFLEC99
 KV4021  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 KV4021
 KV4021  HORZ ORDER  -  SECOND
 KV4021
 KV4021.The horizontal coordinates were established by classical geodetic methods
 KV4021.and adjusted by the National Geodetic Survey in September 1999..
 KV4021
 KV4021.The orthometric height was scaled from a topographic map.
 KV4021
 KV4021.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4021
 KV4021.The geoid height was determined by GEOID03.
 KV4021
 KV4021;                    North         East     Units Scale Factor Converg.
 KV4021;SPC NJ       -   221,320.576   187,136.900   MT  0.99991697   +0 17 16.2
 KV4021;SPC NJ       -   726,115.92    613,964.98   sFT  0.99991697   +0 17 16.2
 KV4021;SPC NY L     -    73,219.148   294,962.563   MT  0.99999499   -0 02 20.6
 KV4021;SPC NY L     -   240,219.82    967,723.01   sFT  0.99999499   -0 02 20.6
 KV4021;UTM  18      - 4,519,867.941   579,287.380   MT  0.99967737   +0 36 53.1
 KV4021
 KV4021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4021!SPC NJ       -   1.00000474  x   0.99991697  =   0.99992171
 KV4021!SPC NY L     -   1.00000474  x   0.99999499  =   0.99999973
 KV4021!UTM  18      -   1.00000474  x   0.99967737  =   0.99968211
 KV4021
 KV4021|---------------------------------------------------------------------|
 KV4021| PID    Reference Object                     Distance      Geod. Az  |
 KV4021|                                                           dddmmss.s |
 KV4021| CB5494 RECKNER RM 1                         39.020 METERS 03104     |
 KV4021| CB5495 RECKNER RM 2                         27.050 METERS 11801     |
 KV4021| KV4038 HASBROUCK HTS BCN TWRS APT FP       APPROX. 3.5 KM 3354322.4 |
 KV4021| KV3937 HASBROUCK HTS FIRST METH CH         APPROX. 3.9 KM 3375325.3 |
 KV4021| KV4033 TETERBORO AIRPORT TANK              APPROX. 3.2 KM 3474829.7 |
 KV4021|---------------------------------------------------------------------|
 KV4021
 KV4021                          SUPERSEDED SURVEY CONTROL
 KV4021
 KV4021  NAD 83(1996)-  40 49 33.62842(N)    074 03 34.98015(W) AD(       ) 2
 KV4021  NAD 83(1996)-  40 49 33.62675(N)    074 03 34.98180(W) AD(       ) 2
 KV4021  NAD 83(1992)-  40 49 33.62610(N)    074 03 34.98312(W) AD(       ) 2
 KV4021  NAD 83(1986)-  40 49 33.62990(N)    074 03 34.98001(W) AD(       ) 2
 KV4021  NAD 27      -  40 49 33.26400(N)    074 03 36.48000(W) AD(       ) 2
 KV4021
 KV4021.Superseded values are not recommended for survey control.
 KV4021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4021.See file dsdata.txt to determine how the superseded data were derived.
 KV4021
 KV4021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7928719868(NAD 83)
 KV4021_MARKER: DS = TRIANGULATION STATION DISK
 KV4021_SETTING: 0 = UNSPECIFIED SETTING
 KV4021
 KV4021  HISTORY     - Date     Condition        Report By
 KV4021  HISTORY     - 1932     MONUMENTED       CGS
 KV4021  HISTORY     - 1950     MARK NOT FOUND   CGS
 KV4021  HISTORY     - 20010327 MARK NOT FOUND   PORANY
 KV4021
 KV4021                          STATION DESCRIPTION
 KV4021
 KV4021'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4021'THIS STATION IS W OF THE HACKENSACK RIVER, IN THE BOROUGH OF
 KV4021'CARLSTADT ON THE WESTERLY SIDE OF WASHINGTON AVENUE 0.65 MILE N
 KV4021'OF THE PATERSON PLANK ROAD.  IT IS ON THE FARM OF HERMAN RECKNER,
 KV4021'250 FEET W OF THE LARGEST BARN AND JUST SW OF A RIGHT-ANGLE TURN
 KV4021'IN THE S DRIVEWAY.  A LONE PEAR TREE IS 5.5 METERS TO THE
 KV4021'NORTHWARD.
 KV4021'
 KV4021'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KV4021'STAMPED RECKNER-1932 SET IN THE 12-INCH FLAT-TOP OF A
 KV4021'TRUNCATED-CONICAL CONCRETE MONUMENT SET 6 INCHES BELOW THE GROUND.
 KV4021'
 KV4021'TWO STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE SIMILARLY
 KV4021'PLACED, NO. 1 TO THE N BETWEEN TWO DRIVEWAYS AND NEAR THE
 KV4021'FARMHOUSE.  NO. 2 TO THE EASTWARD, S OF THE S DRIVEWAY AT THE
 KV4021'END OF A WINDBREAK PROTECTING MANY COLD-FRAMES.
 KV4021'
 KV4021'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD SET-UPS.
 KV4021'
 KV4021'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 KV4021
 KV4021                          STATION RECOVERY (1950)
 KV4021
 KV4021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HJB)
 KV4021'REFERENCE MARK 1 WAS RECOVERED IN EXCELLENT CONDITION.  UNDERGROUND
 KV4021'MARK, 6 IN. BELOW THE SURFACE OF THE GROUND, WAS NOT SEARCHED
 KV4021'FOR.  THE DESCRIPTION IS ADEQUATE.
 KV4021
 KV4021                          STATION RECOVERY (2001)
 KV4021
 KV4021'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV4021'SITE OF MARK NOW AN INDUSTRIAL WAREHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3091 ***********************************************************************
 JU3091  DESIGNATION -  RED
 JU3091  PID         -  JU3091
 JU3091  STATE/COUNTY-  NJ/GLOUCESTER
 JU3091  USGS QUAD   -  WOODBURY (1995)
 JU3091
 JU3091                         *CURRENT SURVEY CONTROL
 JU3091  ___________________________________________________________________
 JU3091* NAD 83(1996)-  39 52 25.88952(N)    075 11 12.55953(W)     ADJUSTED  
 JU3091* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 JU3091  ___________________________________________________________________
 JU3091  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 JU3091  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JU3091
 JU3091  HORZ ORDER  -  SECOND
 JU3091
 JU3091.The horizontal coordinates were established by classical geodetic methods
 JU3091.and adjusted by the National Geodetic Survey in September 1999..
 JU3091
 JU3091.The orthometric height was scaled from a topographic map.
 JU3091
 JU3091.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3091
 JU3091.The geoid height was determined by GEOID03.
 JU3091
 JU3091;                    North         East     Units Scale Factor Converg.
 JU3091;SPC NJ       -   115,735.617    91,247.456   MT  0.99994248   -0 26 25.2
 JU3091;SPC NJ       -   379,709.27    299,367.70   sFT  0.99994248   -0 26 25.2
 JU3091;SPC PA S     -    63,199.227   819,253.239   MT  1.00000983   +1 39 46.7
 JU3091;SPC PA S     -   207,346.13  2,687,833.33   sFT  1.00000983   +1 39 46.7
 JU3091;UTM  18      - 4,413,773.564   484,023.612   MT  0.99960314   -0 07 11.2
 JU3091
 JU3091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3091!SPC NJ       -   1.00000474  x   0.99994248  =   0.99994722
 JU3091!SPC PA S     -   1.00000474  x   1.00000983  =   1.00001457
 JU3091!UTM  18      -   1.00000474  x   0.99960314  =   0.99960788
 JU3091
 JU3091:                Primary Azimuth Mark                     Grid Az
 JU3091:SPC NJ       -  PHIL NAVY EME WAT SUP TANK               046 28 08.5
 JU3091:SPC PA S     -  PHIL NAVY EME WAT SUP TANK               044 21 56.6
 JU3091:UTM  18      -  PHIL NAVY EME WAT SUP TANK               046 08 54.5
 JU3091
 JU3091|---------------------------------------------------------------------|
 JU3091| PID    Reference Object                     Distance      Geod. Az  |
 JU3091|                                                           dddmmss.s |
 JU3091| JU3222 PHIL NAVY EME WAT SUP TANK          APPROX. 2.2 KM 0460143.3 |
 JU3091| CB2910 RED RM 1                             30.700 METERS 14625     |
 JU3091| CB2911 RED RM 2                             19.222 METERS 22151     |
 JU3091| JU3090 END                                 248.630 METERS 22856     |
 JU3091| JU3177 FT MIFFLIN WATER TANK               APPROX. 2.0 KM 2772737.1 |
 JU3091| JU3176 FORT MIFFLIN FLAGPOLE               APPROX. 1.7 KM 2902734.8 |
 JU3091| JU3174 WEST HORSESHOE REAR RANGE           APPROX. 2.1 KM 2993649.5 |
 JU3091| JU3163 WEST HORSESHOE FRONT RANGE          APPROX. 1.8 KM 3060045.1 |
 JU3091| JU3221 PHILADELPHIA I 95 BRIDGE            APPROX. 2.3 KM 3373921.6 |
 JU3091|---------------------------------------------------------------------|
 JU3091
 JU3091                          SUPERSEDED SURVEY CONTROL
 JU3091
 JU3091  NAD 83(1991)-  39 52 25.88593(N)    075 11 12.56113(W) AD(       ) 2
 JU3091  NAD 83(1986)-  39 52 25.88161(N)    075 11 12.56204(W) AD(       ) 2
 JU3091  NAD 27      -  39 52 25.48100(N)    075 11 13.91500(W) AD(       ) 2
 JU3091
 JU3091.Superseded values are not recommended for survey control.
 JU3091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3091.See file dsdata.txt to determine how the superseded data were derived.
 JU3091
 JU3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8402413774(NAD 83)
 JU3091_MARKER: DS = TRIANGULATION STATION DISK
 JU3091_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU3091_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU3091
 JU3091  HISTORY     - Date     Condition        Report By
 JU3091  HISTORY     - 1925     MONUMENTED       CGS
 JU3091  HISTORY     - 1926     GOOD             CGS
 JU3091  HISTORY     - 1932     GOOD             CGS
 JU3091  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3091  HISTORY     - 1972     SEE DESCRIPTION  NGS
 JU3091
 JU3091                          STATION DESCRIPTION
 JU3091
 JU3091'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3091'LOCATED IN TOWN OF NATIONAL PARK NEAR THE FOOT OF RIVER ROAD.  NO
 JU3091'UNDERGROUND MARK WAS LOCATED AS STATION IS ON SAND BEACH ON
 JU3091'RIVER SIDE OF SEA WALL, ON HIGH WATER LINE, AND WILL PROBABLY BE
 JU3091'WASHED AWAY WITHIN A YEAR.  STATION IS 28 FEET BELOW UPPER
 JU3091'CORNER OF SEA WALL, AND 7.5 FEET OUT FROM OUTER EDGE OF SEA WALL.
 JU3091'
 JU3091'SURFACE MARK IS A STANDARD BRONZE DISK IN A TILE.  REFERENCE
 JU3091'MARK NO.1 IS A STANDARD BRONZE DISK SET IN CONCRETE, IN THE TOP
 JU3091'OF A TILE.
 JU3091'
 JU3091'REFERENCE MARK NO.2 IS A STANDARD DISK CEMENTED IN A DRILLED
 JU3091'HOLE NEAR THE LOWER OUTER CORNER OF THE RIVER ROAD (CONCRETE ROAD).
 JU3091'
 JU3091'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
 JU3091
 JU3091                          STATION RECOVERY (1926)
 JU3091
 JU3091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (HSR)
 JU3091'THE STATION AND REFERENCE MARKS WERE FOUND WITHOUT DIFFICULTY
 JU3091'AND ARE APPARENTLY IN GOOD SHAPE THOUGH THE STATION MARK WAS
 JU3091'COVERED WITH A LAYER OF LOOSE SAND.  MANY PEOPLE IN THE
 JU3091'NEIGHBORHOOD KNOW ITS LOCATION AND CAN AID IN ITS
 JU3091'RECOVERY.  DISTANCES AND DIRECTIONS TO REFERENCE MARKS WERE
 JU3091'NOT CHECKED.
 JU3091
 JU3091                          STATION RECOVERY (1932)
 JU3091
 JU3091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (LGS)
 JU3091'STATION RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO.2
 JU3091'TABLET IN CONCRETE ROADWAY IS LIKELY TO BE TAKEN OUT, WHEN
 JU3091'ROADWAY IS REPAIRED.
 JU3091
 JU3091                          STATION RECOVERY (1946)
 JU3091
 JU3091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3091'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.  LOCAL
 JU3091'INFORMATION STATES THAT APPROXIMATELY 4 FEET OF GRAVEL, MUD,
 JU3091'ETC., HAS BEEN BLOWN OVER THE STATION TO LEVEL WITH THE TOP
 JU3091'OF THE SEA WALL WHERE RIVER WAS DREDGED IN 1941 FOR LAUNCHING
 JU3091'THE U.S.S. WASHINGTON FROM LEAGUE ISLAND.  IT IS NOT KNOWN
 JU3091'WHETHER THE STATION IS BENEATH THIS FILL, SINCE NO ATTEMPT WAS
 JU3091'MADE TO REMOVE THE COVER WHICH IS VERY COMPACT AND EXTENDS
 JU3091'ABOUT 200 FEET BEYOND THE FORMER SHORELINE.  REFERENCE MARK 1
 JU3091'IS ALSO BENEATH THE FILL, IT IS BELIEVED.
 JU3091
 JU3091                          STATION RECOVERY (1972)
 JU3091
 JU3091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JU3091'THE STATION MARK WAS FOUND TILTED TO THE SOUTH APPROXIMATELY
 JU3091'6 INCHES.  BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 JU3091'CONDITION.  AFTER IT WAS VERIFIED BY ANGLES AND DISTANCES TO THE
 JU3091'REFERENCE MARKS THE STATION MARK WAS RESET.
 JU3091'
 JU3091'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU3091'
 JU3091'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF PHILADELPHIA
 JU3091'CITY HALL, IN THE NORTH PART OF NATIONAL PARK AND JUST SOUTH
 JU3091'OF THE SOUTH SHORE OF THE DELAWARE RIVER.  THE PROPERTY IS OWNED
 JU3091'BY MR. ERNEST B. LEE WHO LIVES IN THE HOUSE AT THE STATION.
 JU3091'
 JU3091'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE PHILADELPHIA
 JU3091'U.S. NAVY SHIPYARD, GO NORTH ON BROAD STREET FOR 1.1 MILES TO
 JU3091'THE ENTRANCE TO INTERSTATE HIGHWAY 676.  ENTER INTERSTATE
 JU3091'HIGHWAY 676 AND GO EAST-SOUTHEAST FOR 0.9 MILE TO A TOLL GATE
 JU3091'AT THE ENTRANCE TO THE WALT WHITMAN BRIDGE.  CONTINUE
 JU3091'EAST-SOUTHEAST ON INTERSTATE HIGHWAY 676 FOR 4.7 MILES TO
 JU3091'INTERSTATE HIGHWAY 295.  BEAR LEFT ONTO INTERSTATE HIGHWAY 295
 JU3091'AND GO SOUTHERLY FOR 2.5 MILES TO STATE HIGHWAY 130.  BEAR
 JU3091'RIGHT OFF OF THE INTERSTATE HIGHWAY AND GO SOUTH ALONG THE WEST
 JU3091'SIDE OF THE INTERSTATE HIGHWAY FOR 0.9 MILE TO A T-INTERSECTION.
 JU3091'TURN RIGHT AND GO NORTHWEST ON HESSIAN AVENUE FOR 0.6 MILE
 JU3091'TO A CROSSROADS.  TURN RIGHT AND GO NORTHEAST ON RED BANK
 JU3091'ROAD FOR 0.3 MILE TO COLUMBIA BOULEVARD.  TURN LEFT AND GO
 JU3091'NORTHERLY ON COLUMBIA BOULEVARD FOR 1.05 MILE TO A SIDE
 JU3091'ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST DOWNHILL ON A
 JU3091'PAVED STREET (MONUMENT AVENUE) FOR 0.1 MILE TO A HOUSE ON
 JU3091'THE RIGHT AND THE STATION.
 JU3091'
 JU3091'THE STATION MARK IS A U.S. CORPS OF ENGINEERS DISK SET IN THE
 JU3091'TOP OF A 8-INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 JU3091'OF THE GROUND AND IT IS STAMPED RED 1925.  IT IS 29.2 FEET
 JU3091'EAST-NORTHEAST OF A POWERLINE POLE NUMBERED 60537, 26 FEET
 JU3091'NORTHEAST OF MR. LEES FRONT ENTRANCE TO HIS HOUSE AND 7.4 FEET
 JU3091'NORTH OF A WHITE PICKET FENCE AND WALL.  (DESC)
 JU3091'
 JU3091'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 1925 SET IN CEMENT
 JU3091'IN THE TOP OF A TILE WHICH IS 20 INCHES BELOW THE SURFACE OF
 JU3091'THE GROUND.  IT IS 30 FEET SOUTH-SOUTHEAST OF MR. LEES HOUSE
 JU3091'AND 3 FEET EAST OF A SMALL OUT BUILDING.  IT IS IN THE WEST PART
 JU3091'OF MR. LEES GARDEN.
 JU3091'
 JU3091'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 JU3091'WEST EDGE OF THE CONCRETE ROAD LEADING TO THE STATION.  IT IS
 JU3091'STAMPED 1925 AND FLUSH WITH THE SURFACE.  IT IS 29.8 FEET WEST
 JU3091'OF MR. LEES HOUSE, 6.7 FEET EAST OF A FIRE HYDRANT AND 14 FEET
 JU3091'WEST OF THE CENTER OF THE ROAD.
 JU3091'
 JU3091'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3091'IN NORTH EDGE OF NATIONAL PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5071 ***********************************************************************
 KV5071  DESIGNATION -  RED BANK
 KV5071  PID         -  KV5071
 KV5071  STATE/COUNTY-  NJ/MONMOUTH
 KV5071  USGS QUAD   -  LONG BRANCH (1981)
 KV5071
 KV5071                         *CURRENT SURVEY CONTROL
 KV5071  ___________________________________________________________________
 KV5071* NAD 83(1996)-  40 21 19.53943(N)    074 04 28.28796(W)     ADJUSTED  
 KV5071* NAVD 88     -         6.4    (meters)      21.     (feet)  VERTCON   
 KV5071  ___________________________________________________________________
 KV5071  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 KV5071  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KV5071
 KV5071  HORZ ORDER  -  THIRD
 KV5071
 KV5071.The horizontal coordinates were established by classical geodetic methods
 KV5071.and adjusted by the National Geodetic Survey in September 1999..
 KV5071
 KV5071.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5071
 KV5071.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5071
 KV5071.The geoid height was determined by GEOID03.
 KV5071
 KV5071;                    North         East     Units Scale Factor Converg.
 KV5071;SPC NJ       -   169,063.343   186,140.361   MT  0.99991607   +0 16 31.8
 KV5071;SPC NJ       -   554,668.65    610,695.50   sFT  0.99991607   +0 16 31.8
 KV5071;UTM  18      - 4,467,618.426   578,587.765   MT  0.99967602   +0 35 57.5
 KV5071
 KV5071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5071!SPC NJ       -   1.00000409  x   0.99991607  =   0.99992016
 KV5071!UTM  18      -   1.00000409  x   0.99967602  =   0.99968011
 KV5071
 KV5071:                Primary Azimuth Mark                     Grid Az
 KV5071:SPC NJ       -  FLAGPOLE                                 096 48 15.5
 KV5071:UTM  18      -  FLAGPOLE                                 096 28 49.8
 KV5071
 KV5071|---------------------------------------------------------------------|
 KV5071| PID    Reference Object                     Distance      Geod. Az  |
 KV5071|                                                           dddmmss.s |
 KV5071| KV5070 FLAGPOLE                            APPROX. 0.8 KM 0970447.3 |
 KV5071|---------------------------------------------------------------------|
 KV5071
 KV5071                          SUPERSEDED SURVEY CONTROL
 KV5071
 KV5071  NAD 83(1986)-  40 21 19.53742(N)    074 04 28.28654(W) AD(       ) 3
 KV5071  NAD 27      -  40 21 19.14368(N)    074 04 29.78324(W) AD(       ) 3
 KV5071  NGVD 29 (07/19/86)    6.7    (m)           22.     (f) VERT ANG       
 KV5071
 KV5071.Superseded values are not recommended for survey control.
 KV5071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5071.See file dsdata.txt to determine how the superseded data were derived.
 KV5071
 KV5071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7858867618(NAD 83)
 KV5071_MARKER: DE = TRAVERSE STATION DISK
 KV5071_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV5071+WITH SETTING: PAVEMENT
 KV5071_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5071+STABILITY: SURFACE MOTION
 KV5071
 KV5071  HISTORY     - Date     Condition        Report By
 KV5071  HISTORY     - 1981     MONUMENTED       NOS
 KV5071  HISTORY     - 1984     SEE DESCRIPTION  LOCENG
 KV5071  HISTORY     - 19920615 MARK NOT FOUND   USPSQD
 KV5071
 KV5071                          STATION DESCRIPTION
 KV5071
 KV5071'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 KV5071'THE STATION IS LOCATED IN THE BORO OF RED BANK, NEW
 KV5071'JERSEY, NEAR THE MOST PROMINENT POINT OF LAND IMMEDIATELY
 KV5071'EAST OF COOPERS BRIDGE (N.J. 35).
 KV5071'
 KV5071'TO REACH THE STATION FROM THE SOUTH END OF COOPERS BRIDGE
 KV5071'(N.J. 35) OVER THE NAVESINK RIVER IN RED BANK, NEW JERSEY,
 KV5071'TRAVEL SOUTH ON N.J. 35 TO THE FIRST INTERSECTION, WHERE
 KV5071'N.J. 35 TURNS TO THE EAST, FOLLOW N.J. 35 TO THE EAST TO
 KV5071'THE FIRST SIDE ROAD ON THE LEFT, TURN LEFT AND PROCEED
 KV5071'NORTH TO THE EAST SIDE OF THE POMPOUS MENAGERIE RESTAURANT
 KV5071'AND TO STATION.
 KV5071'
 KV5071'THE STATION IS A STANDARD NOS DISK
 KV5071'STAMPED---RED BANK 1981---,WHICH IS SET IN THE CENTER OF
 KV5071'A 1.2 METER BY 1.0 METER (4 FT BY 3FT) FORMER
 KV5071'TRANSMISSION TOWER CONCRETE PEDASTAL (THE MOST
 KV5071'NORTHWESTERLY OF 4 IDENTICAL CONCRETE PEDASTALS)
 KV5071'AND ON LINE WITH AN OVERHEAD CABLE CROSSING.
 KV5071'STATION IS LOCATED IMMEDIATELY EAST OF THE POMPOUS
 KV5071'MENAGERIE RESTAURANT AND ON TOP OF A MOUND BETWEEN
 KV5071'THE RESTAURANT AND THE PARKING LOT.  STATION IS
 KV5071'APPROXIMATELY 7 METERS ABOVE THE LEVEL OF THE
 KV5071'PARKING LOT.
 KV5071'IT IS LOCATED
 KV5071'28.749 METERS (93.44 FT) WEST FROM THE EDGE OF A WOODEN BULKHEAD
 KV5071'IMMEDIATLY EAST OF THE POMPOUS MENAGERIE RESTAURANT (THE DISTANCE
 KV5071'IS SLOPE)
 KV5071'18.540 METERS (60.83 FT) SOUTH FROM THE SOUTH FACING OF A STEEL
 KV5071'TRANSMISSION TOWER WITH THE NUMBERS JC173RBK ON THE NORTH AND
 KV5071'SOUTH FACINGS,
 KV5071'4.135 METERS (13.57 FT) WEST FROM THE WEST EDGE OF THE
 KV5071'NORTHEASTERNMOST OF 4 CONCRETE PEDASTALS
 KV5071'
 KV5071'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.77 METERS.
 KV5071
 KV5071                          STATION RECOVERY (1984)
 KV5071
 KV5071'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (RFK)
 KV5071'RED BANK 1981 FOUND DESTROYED.
 KV5071'
 KV5071'HOTEL COMPLEX CONSTRUCTION UNDER WAY, CONCRETE PEDESTAL BULLDOZED
 KV5071'OVER.
 KV5071
 KV5071                          STATION RECOVERY (1992)
 KV5071
 KV5071'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5052 ***********************************************************************
 KV5052  DESIGNATION -  RED BANK AERO BEACON
 KV5052  PID         -  KV5052
 KV5052  STATE/COUNTY-  NJ/MONMOUTH
 KV5052  USGS QUAD   -  LONG BRANCH (1981)
 KV5052
 KV5052                         *CURRENT SURVEY CONTROL
 KV5052  ___________________________________________________________________
 KV5052* NAD 83(1996)-  40 19 50.67193(N)    074 04 29.67809(W)     ADJUSTED  
 KV5052* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV5052  ___________________________________________________________________
 KV5052  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 KV5052  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KV5052
 KV5052  HORZ ORDER  -  SECOND
 KV5052
 KV5052.The horizontal coordinates were established by classical geodetic methods
 KV5052.and adjusted by the National Geodetic Survey in September 1999..
 KV5052
 KV5052.The orthometric height was scaled from a topographic map.
 KV5052
 KV5052.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5052
 KV5052.The geoid height was determined by GEOID03.
 KV5052
 KV5052;                    North         East     Units Scale Factor Converg.
 KV5052;SPC NJ       -   166,322.348   186,120.726   MT  0.99991606   +0 16 30.4
 KV5052;SPC NJ       -   545,675.90    610,631.08   sFT  0.99991606   +0 16 30.4
 KV5052;UTM  18      - 4,464,878.022   578,583.617   MT  0.99967602   +0 35 55.5
 KV5052
 KV5052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5052!SPC NJ       -   1.00000515  x   0.99991606  =   0.99992121
 KV5052!UTM  18      -   1.00000515  x   0.99967602  =   0.99968117
 KV5052
 KV5052:                Primary Azimuth Mark                     Grid Az
 KV5052:SPC NJ       -  MONMOUTH BEACH CG CUPOLA                 081 09 21.7
 KV5052:UTM  18      -  MONMOUTH BEACH CG CUPOLA                 080 49 56.6
 KV5052
 KV5052|---------------------------------------------------------------------|
 KV5052| PID    Reference Object                     Distance      Geod. Az  |
 KV5052|                                                           dddmmss.s |
 KV5052| KU2766 MONMOUTH BEACH CG CUPOLA            APPROX. 8.6 KM 0812552.1 |
 KV5052|---------------------------------------------------------------------|
 KV5052
 KV5052                          SUPERSEDED SURVEY CONTROL
 KV5052
 KV5052  NAD 83(1986)-  40 19 50.67038(N)    074 04 29.67460(W) AD(       ) 2
 KV5052  NAD 27      -  40 19 50.26900(N)    074 04 31.17900(W) AD(       ) 2
 KV5052
 KV5052.Superseded values are not recommended for survey control.
 KV5052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5052.See file dsdata.txt to determine how the superseded data were derived.
 KV5052
 KV5052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7858464878(NAD 83)
 KV5052_MARKER: 21 = AIRPORT BEACON
 KV5052
 KV5052  HISTORY     - Date     Condition        Report By
 KV5052  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV5052  HISTORY     - 1934     GOOD             CGS
 KV5052  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 KV5052
 KV5052                          STATION DESCRIPTION
 KV5052
 KV5052'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV5052'THIS STATION IS LOCATED APPROXIMATELY 1/2 MILE W OF RED BANK,
 KV5052'ON THE NE SIDE OF THE AIRPORT FIELD.  IT IS THE PRIVATELY
 KV5052'OPERATED AERO-BEACON MOUNTED ATOP A 60-FOOT STEEL TOWER.
 KV5052'
 KV5052'STATION CENTER IS THE CENTER OF THE 24-INCH LIGHT.  NO
 KV5052'REFERENCE MARKS WERE PLACED, NOR ANY REFERENCE MEASUREMENT TAKEN.
 KV5052'
 KV5052'THERE IS SUFFICIENT ROOM FOR ECCENTRIC TRIPOD SET-UPS ATOP
 KV5052'THE TOWER PLATFORM.
 KV5052
 KV5052                          STATION RECOVERY (1934)
 KV5052
 KV5052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5052'STATION RECOVERED - NO DESCRIPTION AVAILABLE - DESCRIPTION
 KV5052'AS FOLLOWS--STATION IS THE CENTER OF THE TOP LIGHT ON THE
 KV5052'AERO BEACON AT THE RED BANK AIRPORT.  LOCATED ON THE W SIDE OF
 KV5052'SHREWSBURY AVENUE ONE (1) MILE S OF THE INTERSECTION OF
 KV5052'MONMOUTH AND SHREWSBURY AVENUES IN RED BANK.
 KV5052'
 KV5052'REACHED FROM RED BANK VIA SHREWSBURY AVENUE DIRECT TO AIRPORT
 KV5052'AND STATION.
 KV5052
 KV5052                          STATION RECOVERY (1983)
 KV5052
 KV5052'RECOVERY NOTE BY US POWER SQUADRON 1983 (PJM)
 KV5052'BEACON WAS REMARKED WHEN AIRPORT WAS CLOSED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5056 ***********************************************************************
 KV5056  DESIGNATION -  RED BANK BROAD ST BANK BLDG FP
 KV5056  PID         -  KV5056
 KV5056  STATE/COUNTY-  NJ/MONMOUTH
 KV5056  USGS QUAD   -  LONG BRANCH (1981)
 KV5056
 KV5056                         *CURRENT SURVEY CONTROL
 KV5056  ___________________________________________________________________
 KV5056* NAD 83(1996)-  40 21 06.07127(N)    074 03 56.36961(W)     ADJUSTED  
 KV5056* NAVD 88     -                                                        
 KV5056  ___________________________________________________________________
 KV5056  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 KV5056  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV5056
 KV5056  HORZ ORDER  -  THIRD
 KV5056
 KV5056.The horizontal coordinates were established by classical geodetic methods
 KV5056.and adjusted by the National Geodetic Survey in September 1999..
 KV5056
 KV5056
 KV5056.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5056
 KV5056.The geoid height was determined by GEOID03.
 KV5056
 KV5056;                    North         East     Units Scale Factor Converg.
 KV5056;SPC NJ       -   168,651.618   186,895.508   MT  0.99991675   +0 16 52.4
 KV5056;SPC NJ       -   553,317.85    613,173.01   sFT  0.99991675   +0 16 52.4
 KV5056;UTM  18      - 4,467,211.073   579,345.045   MT  0.99967750   +0 36 18.0
 KV5056
 KV5056                          SUPERSEDED SURVEY CONTROL
 KV5056
 KV5056  NAD 83(1986)-  40 21 06.07032(N)    074 03 56.36693(W) AD(       ) 4
 KV5056  NAD 27      -  40 21 05.67700(N)    074 03 57.86700(W) AD(       ) 3
 KV5056
 KV5056.Superseded values are not recommended for survey control.
 KV5056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5056.See file dsdata.txt to determine how the superseded data were derived.
 KV5056
 KV5056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7934567211(NAD 83)
 KV5056_MARKER: 83 = FLAGSTAFF
 KV5056_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5056
 KV5056  HISTORY     - Date     Condition        Report By
 KV5056  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5056  HISTORY     - 1982     MARK NOT FOUND   NOS
 KV5056  HISTORY     - 19920611 MARK NOT FOUND   USPSQD
 KV5056
 KV5056                          STATION DESCRIPTION
 KV5056
 KV5056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5056'STATION IS THE CENTER OF THE GILT BALL OF THE FLAGSTAFF ON THE
 KV5056'BROAD STREET NATIONAL BANK BUILDING ON BROAD STREET IN RED BANK.
 KV5056'
 KV5056'THE STAFF IS 5.1 METERS W OF THE E END OF THE BUILDING.  5.9
 KV5056'METERS N OF THE S SIDE AND IS 30 FEET HIGH.
 KV5056
 KV5056                          STATION RECOVERY (1982)
 KV5056
 KV5056'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 KV5056'SEARCHED FOR AND NOT FOUND.
 KV5056'
 KV5056'NOT RECOVERED BY J. DUNFORD.
 KV5056
 KV5056                          STATION RECOVERY (1992)
 KV5056
 KV5056'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5054 ***********************************************************************
 KV5054  DESIGNATION -  RED BANK JCP AND L TALLEST STK
 KV5054  PID         -  KV5054
 KV5054  STATE/COUNTY-  NJ/MONMOUTH
 KV5054  USGS QUAD   -  LONG BRANCH (1981)
 KV5054
 KV5054                         *CURRENT SURVEY CONTROL
 KV5054  ___________________________________________________________________
 KV5054* NAD 83(1996)-  40 20 19.64757(N)    074 04 15.88977(W)     ADJUSTED  
 KV5054* NAVD 88     -                                                        
 KV5054  ___________________________________________________________________
 KV5054  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 KV5054  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KV5054
 KV5054  HORZ ORDER  -  THIRD
 KV5054
 KV5054.The horizontal coordinates were established by classical geodetic methods
 KV5054.and adjusted by the National Geodetic Survey in September 1999..
 KV5054
 KV5054
 KV5054.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5054
 KV5054.The geoid height was determined by GEOID03.
 KV5054
 KV5054;                    North         East     Units Scale Factor Converg.
 KV5054;SPC NJ       -   167,217.578   186,441.847   MT  0.99991634   +0 16 39.5
 KV5054;SPC NJ       -   548,613.00    611,684.63   sFT  0.99991634   +0 16 39.5
 KV5054;UTM  18      - 4,465,774.837   578,899.600   MT  0.99967663   +0 36 04.8
 KV5054
 KV5054                          SUPERSEDED SURVEY CONTROL
 KV5054
 KV5054  NAD 83(1986)-  40 20 19.64638(N)    074 04 15.88596(W) AD(       ) 4
 KV5054  NAD 27      -  40 20 19.25100(N)    074 04 17.38100(W) AD(       ) 3
 KV5054
 KV5054.Superseded values are not recommended for survey control.
 KV5054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5054.See file dsdata.txt to determine how the superseded data were derived.
 KV5054
 KV5054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7890065775(NAD 83)
 KV5054_MARKER: 63 = STACK
 KV5054
 KV5054  HISTORY     - Date     Condition        Report By
 KV5054  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5054  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 KV5054
 KV5054                          STATION DESCRIPTION
 KV5054
 KV5054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5054'STATION IS THE CENTER OF THE TOP OF THE 125-FOOT YELLOW BRICK
 KV5054'STACK AT THE JERSEY CENTRAL POWER AND LIGHT COMPANY
 KV5054'SUB-STATION.  STACK IS LOCATED BETWEEN PENNSYLVANIA RAILROAD
 KV5054'TRACKS AND THE RED BANK TO HOLMDEL ROAD IN RED BANK.
 KV5054
 KV5054                          STATION RECOVERY (1995)
 KV5054
 KV5054'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5053 ***********************************************************************
 KV5053  DESIGNATION -  RED BANK MUN WATER WORKS STACK
 KV5053  PID         -  KV5053
 KV5053  STATE/COUNTY-  NJ/MONMOUTH
 KV5053  USGS QUAD   -  LONG BRANCH (1981)
 KV5053
 KV5053                         *CURRENT SURVEY CONTROL
 KV5053  ___________________________________________________________________
 KV5053* NAD 83(1996)-  40 20 47.99641(N)    074 04 20.87991(W)     ADJUSTED  
 KV5053* NAVD 88     -                                                        
 KV5053  ___________________________________________________________________
 KV5053  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 KV5053  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV5053
 KV5053  HORZ ORDER  -  THIRD
 KV5053
 KV5053.The horizontal coordinates were established by classical geodetic methods
 KV5053.and adjusted by the National Geodetic Survey in September 1999..
 KV5053
 KV5053
 KV5053.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5053
 KV5053.The geoid height was determined by GEOID03.
 KV5053
 KV5053;                    North         East     Units Scale Factor Converg.
 KV5053;SPC NJ       -   168,091.339   186,319.853   MT  0.99991623   +0 16 36.5
 KV5053;SPC NJ       -   551,479.67    611,284.38   sFT  0.99991623   +0 16 36.5
 KV5053;UTM  18      - 4,466,647.685   578,772.702   MT  0.99967638   +0 36 01.9
 KV5053
 KV5053                          SUPERSEDED SURVEY CONTROL
 KV5053
 KV5053  NAD 83(1986)-  40 20 47.99530(N)    074 04 20.87599(W) AD(       ) 4
 KV5053  NAD 27      -  40 20 47.60000(N)    074 04 22.37000(W) AD(       ) 3
 KV5053
 KV5053.Superseded values are not recommended for survey control.
 KV5053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5053.See file dsdata.txt to determine how the superseded data were derived.
 KV5053
 KV5053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7877366648(NAD 83)
 KV5053_MARKER: 63 = STACK
 KV5053
 KV5053  HISTORY     - Date     Condition        Report By
 KV5053  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5053  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 KV5053
 KV5053                          STATION DESCRIPTION
 KV5053
 KV5053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5053'STATION IS THE CENTER LINE OF THE TOP OF 110-FOOT RED BRICK STACK
 KV5053'(WITH YELLOW DESIGNS ON TOP) AT THE RED BANK WATER WORKS PLANT.
 KV5053'
 KV5053'LOCATED ON S SIDE OF THE HOLMDEL TO RED BANK HIGHWAY 2 MILES
 KV5053'W OF BROAD STREET ON W BANK OF SWIMMING RIVER.
 KV5053'
 KV5053'REACHED FROM RED BANK VIA BROAD STREET AND RED BANK TO HOLMDEL
 KV5053'ROAD DIRECT TO STATION.
 KV5053
 KV5053                          STATION RECOVERY (1995)
 KV5053
 KV5053'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5944 ***********************************************************************
 KV5944  DESIGNATION -  RED BANK PRESBYTERIAN CH SPIRE
 KV5944  PID         -  KV5944
 KV5944  STATE/COUNTY-  NJ/MONMOUTH
 KV5944  USGS QUAD   -  LONG BRANCH (1981)
 KV5944
 KV5944                         *CURRENT SURVEY CONTROL
 KV5944  ___________________________________________________________________
 KV5944* NAD 83(1996)-  40 20 47.97723(N)    074 03 13.60127(W)     ADJUSTED  
 KV5944* NAVD 88     -                                                        
 KV5944  ___________________________________________________________________
 KV5944  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 KV5944  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KV5944
 KV5944  HORZ ORDER  -  THIRD
 KV5944
 KV5944.The horizontal coordinates were established by classical geodetic methods
 KV5944.and adjusted by the National Geodetic Survey in September 1999..
 KV5944.No horizontal observational check was made to the station.
 KV5944
 KV5944
 KV5944.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5944
 KV5944.The geoid height was determined by GEOID03.
 KV5944
 KV5944;                    North         East     Units Scale Factor Converg.
 KV5944;SPC NJ       -   168,098.585   187,907.489   MT  0.99991768   +0 17 20.0
 KV5944;SPC NJ       -   551,503.44    616,493.15   sFT  0.99991768   +0 17 20.0
 KV5944;UTM  18      - 4,466,663.897   580,359.892   MT  0.99967949   +0 36 45.5
 KV5944
 KV5944                          SUPERSEDED SURVEY CONTROL
 KV5944
 KV5944  NAD 83(1986)-  40 20 47.97129(N)    074 03 13.58851(W) AD(       ) 4
 KV5944
 KV5944.Superseded values are not recommended for survey control.
 KV5944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5944.See file dsdata.txt to determine how the superseded data were derived.
 KV5944
 KV5944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8036066664(NAD 83)
 KV5944_MARKER: 90 = CHURCH SPIRE
 KV5944_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5944
 KV5944  HISTORY     - Date     Condition        Report By
 KV5944  HISTORY     - 1982     FIRST OBSERVED   NOS
 KV5944  HISTORY     - 19920615 GOOD             USPSQD
 KV5944
 KV5944                          STATION DESCRIPTION
 KV5944
 KV5944'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 KV5944'THE STATION, RED BANK PRESBYTERIAN CH SPIRE,
 KV5944'IS THE CENTERLINE OF THE GOLD CROSS ATOP THE RED BANK PRESBYTERIAN
 KV5944'CHURCH SPIRE IN THE BOROUGH OF RED BANK.
 KV5944'
 KV5944'THE STATION IS LOCATED AT THE INTERSECTION OF HARDING ROAD AND
 KV5944'TOWER HILL AVENUE IN RED BANK.
 KV5944'
 KV5944'DESCRIBED BY B. LINK.
 KV5944
 KV5944                          STATION RECOVERY (1992)
 KV5944
 KV5944'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5057 ***********************************************************************
 KV5057  DESIGNATION -  RED BANK SAINT JAMES CH CROSS
 KV5057  PID         -  KV5057
 KV5057  STATE/COUNTY-  NJ/MONMOUTH
 KV5057  USGS QUAD   -  LONG BRANCH (1981)
 KV5057
 KV5057                         *CURRENT SURVEY CONTROL
 KV5057  ___________________________________________________________________
 KV5057* NAD 83(1996)-  40 20 55.17604(N)    074 03 55.79089(W)     ADJUSTED  
 KV5057* NAVD 88     -                                                        
 KV5057  ___________________________________________________________________
 KV5057  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 KV5057  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV5057
 KV5057  HORZ ORDER  -  THIRD
 KV5057
 KV5057.The horizontal coordinates were established by classical geodetic methods
 KV5057.and adjusted by the National Geodetic Survey in September 1999..
 KV5057
 KV5057
 KV5057.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5057
 KV5057.The geoid height was determined by GEOID03.
 KV5057
 KV5057;                    North         East     Units Scale Factor Converg.
 KV5057;SPC NJ       -   168,315.656   186,910.813   MT  0.99991677   +0 16 52.7
 KV5057;SPC NJ       -   552,215.61    613,223.23   sFT  0.99991677   +0 16 52.7
 KV5057;UTM  18      - 4,466,875.283   579,362.244   MT  0.99967753   +0 36 18.2
 KV5057
 KV5057                          SUPERSEDED SURVEY CONTROL
 KV5057
 KV5057  NAD 83(1986)-  40 20 55.17484(N)    074 03 55.78768(W) AD(       ) 4
 KV5057  NAD 27      -  40 20 54.78000(N)    074 03 57.28700(W) AD(       ) 3
 KV5057
 KV5057.Superseded values are not recommended for survey control.
 KV5057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5057.See file dsdata.txt to determine how the superseded data were derived.
 KV5057
 KV5057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7936266875(NAD 83)
 KV5057_MARKER: 91 = CHURCH CROSS
 KV5057
 KV5057  HISTORY     - Date     Condition        Report By
 KV5057  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5057  HISTORY     - 1983     GOOD             USPSQD
 KV5057  HISTORY     - 19920611 GOOD             USPSQD
 KV5057
 KV5057                          STATION DESCRIPTION
 KV5057
 KV5057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5057'STATION IS THE CENTER OF THE TOP OF THE GILT CROSS ON THE
 KV5057'ST. JAMES ROMAN CATHOLIC CHURCH ON BROAD STREET IN RED BANK,
 KV5057'NEW JERSEY.  BUILDING IS OF GREY STONE.
 KV5057
 KV5057                          STATION RECOVERY (1983)
 KV5057
 KV5057'RECOVERY NOTE BY US POWER SQUADRON 1983 (PJM)
 KV5057'MARKERS IS VERY VISIBLE IN EXCELLENT SHAPE AND CURRENT DESCRIPTION
 KV5057'IS MORE THAN ADEQUATE.
 KV5057
 KV5057                          STATION RECOVERY (1992)
 KV5057
 KV5057'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI4359 ***********************************************************************
 AI4359  DESIGNATION -  RED BANK USE
 AI4359  PID         -  AI4359
 AI4359  STATE/COUNTY-  NJ/GLOUCESTER
 AI4359  USGS QUAD   -  WOODBURY (1995)
 AI4359
 AI4359                         *CURRENT SURVEY CONTROL
 AI4359  ___________________________________________________________________
 AI4359* NAD 83(1996)-  39 52 14.79959(N)    075 11 23.88032(W)     ADJUSTED  
 AI4359* NAVD 88     -         9.0    (meters)      30.     (feet)  GPS OBS   
 AI4359  ___________________________________________________________________
 AI4359  X           -   1,252,999.332 (meters)                     COMP
 AI4359  Y           -  -4,739,051.777 (meters)                     COMP
 AI4359  Z           -   4,066,968.633 (meters)                     COMP
 AI4359  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AI4359  ELLIP HEIGHT-         -23.94  (meters)          (09/25/02) GPS OBS
 AI4359  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 AI4359
 AI4359  HORZ ORDER  -  FIRST
 AI4359  ELLP ORDER  -  FOURTH    CLASS I
 AI4359
 AI4359.The horizontal coordinates were established by GPS observations
 AI4359.and adjusted by the National Geodetic Survey in March 2000..
 AI4359
 AI4359.The orthometric height was determined by GPS observations and a
 AI4359.high-resolution geoid model.
 AI4359
 AI4359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4359
 AI4359.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4359
 AI4359.The ellipsoidal height was determined by GPS observations
 AI4359.and is referenced to NAD 83.
 AI4359
 AI4359.The geoid height was determined by GEOID03.
 AI4359
 AI4359;                    North         East     Units Scale Factor Converg.
 AI4359;SPC NJ       -   115,395.681    90,975.811   MT  0.99994288   -0 26 32.4
 AI4359;SPC NJ       -   378,594.00    298,476.47   sFT  0.99994288   -0 26 32.4
 AI4359;UTM  18      - 4,413,432.229   483,753.964   MT  0.99960325   -0 07 18.4
 AI4359
 AI4359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4359!SPC NJ       -   1.00000376  x   0.99994288  =   0.99994664
 AI4359!UTM  18      -   1.00000376  x   0.99960325  =   0.99960700
 AI4359
 AI4359                          SUPERSEDED SURVEY CONTROL
 AI4359
 AI4359  ELLIP H (03/31/00)  -23.93   (m)                       GP(       ) 3 1
 AI4359
 AI4359.Superseded values are not recommended for survey control.
 AI4359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4359.See file dsdata.txt to determine how the superseded data were derived.
 AI4359
 AI4359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8375413432(NAD 83)
 AI4359_MARKER: DD = SURVEY DISK
 AI4359_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI4359+WITH SETTING: PAVEMENT
 AI4359_SP_SET: BASE OF OBSERVATION PLATFORM
 AI4359_STAMPING: RED BANK 1991
 AI4359_MARK LOGO: USE   
 AI4359_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4359+STABILITY: SURFACE MOTION
 AI4359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4359+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 AI4359
 AI4359  HISTORY     - Date     Condition        Report By
 AI4359  HISTORY     - 1991     MONUMENTED       USE
 AI4359  HISTORY     - 19990615 GOOD             NJGS
 AI4359  HISTORY     - 20050730 GOOD             GEOCAC
 AI4359
 AI4359                          STATION DESCRIPTION
 AI4359
 AI4359'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (RJK)
 AI4359'THE STATION IS LOCATED IN THE BOROUGH OF NATIONAL PARK WITHIN THE
 AI4359'BOUNDARY OF THE RED BANK BATTLEFIELD PARK, A HISTORIC REVOLUTIONARY
 AI4359'WAR SITE, MAINTAINED BY THE GLOUCESTER COUNTY PARKS AND RECREATION
 AI4359'DEPARTMENT.  TO REACH THE STATION FROM THE INTERSECTION OF RED BANK
 AI4359'AVENUE, COUNTY ROAD 644 AND INTERSTATE HIGHWAY 295 AT INTERCHANGE 22,
 AI4359'GO NORTHWEST ON RED BANK AVENUE FOR 0.5 MI (0.8 KM) TO THE
 AI4359'INTERSECTION WITH HESSIAN AVENUE, COUNTY ROAD 642 AT A TRAFFIC LIGHT.
 AI4359'TURN LEFT AND GO WEST NORTHWEST ON HESSIAN AVENUE FOR 1.45 MI (2.33
 AI4359'KM) TO THE END OF THE ROAD AND THE PARK ENTRANCE ON THE RIGHT. TURN
 AI4359'RIGHT AND GO NORTHEAST ON A CIRCULAR PARK ROAD FOR ABOUT 0.15 MI (0.24
 AI4359'KM) TO A BRICK WALLED OBSERVATION PLATFORM WITH TWO TELESCOPES ON A
 AI4359'BLUFF OVERLOOKING THE DELAWARE RIVER AND THE STATION ON THE RIGHT, SET
 AI4359'FLUSH IN A DRILL HOLE IN THE TOP OF THE CONCRETE BASE OF THE
 AI4359'OBSERVATION PLATFORM.  THE STATION IS 4.2 M (13.8 FT) SOUTHWEST FROM
 AI4359'THE NORTHEAST CORNER OF THE BRICK WALL ENCLOSURE, 4.0 M (13.1 FT)
 AI4359'NORTHEAST FROM THE SOUTHWEST CORNER OF THE BRICK WALL ENCLOSURE AND
 AI4359'0.6 M (2.0 FT) SOUTHEAST FROM THE NORTHWEST INSIDE FACE OF THE BRICK
 AI4359'WALL ENCLOSURE.
 AI4359
 AI4359                          STATION RECOVERY (2005)
 AI4359
 AI4359'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 AI4359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5459 ***********************************************************************
 KV5459  DESIGNATION -  RED DYE WORKS STACK
 KV5459  PID         -  KV5459
 KV5459  STATE/COUNTY-  NJ/MIDDLESEX
 KV5459  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5459
 KV5459                         *CURRENT SURVEY CONTROL
 KV5459  ___________________________________________________________________
 KV5459* NAD 83(1996)-  40 28 42.69897(N)    074 23 43.06719(W)     ADJUSTED  
 KV5459* NAVD 88     -                                                        
 KV5459  ___________________________________________________________________
 KV5459  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 KV5459  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV5459
 KV5459  HORZ ORDER  -  THIRD
 KV5459
 KV5459.The horizontal coordinates were established by classical geodetic methods
 KV5459.and adjusted by the National Geodetic Survey in September 1999..
 KV5459
 KV5459
 KV5459.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5459
 KV5459.The geoid height was determined by GEOID03.
 KV5459
 KV5459;                    North         East     Units Scale Factor Converg.
 KV5459;SPC NJ       -   182,649.687   158,877.429   MT  0.99990097   +0 04 04.7
 KV5459;SPC NJ       -   599,243.18    521,250.36   sFT  0.99990097   +0 04 04.7
 KV5459;UTM  18      - 4,481,046.878   551,255.349   MT  0.99963234   +0 23 33.2
 KV5459
 KV5459                          SUPERSEDED SURVEY CONTROL
 KV5459
 KV5459  NAD 83(1996)-  40 28 42.69807(N)    074 23 43.06890(W) AD(       ) 4
 KV5459  NAD 83(1986)-  40 28 42.69847(N)    074 23 43.07020(W) AD(       ) 4
 KV5459  NAD 27      -  40 28 42.32000(N)    074 23 44.52000(W) AD(       ) 3
 KV5459
 KV5459.Superseded values are not recommended for survey control.
 KV5459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5459.See file dsdata.txt to determine how the superseded data were derived.
 KV5459
 KV5459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5125581047(NAD 83)
 KV5459_MARKER: 63 = STACK
 KV5459
 KV5459  HISTORY     - Date     Condition        Report By
 KV5459  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5459
 KV5459                          STATION DESCRIPTION
 KV5459
 KV5459'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5793 ***********************************************************************
 KV5793  DESIGNATION -  RED LIGHT ON TOP WATER TANK
 KV5793  PID         -  KV5793
 KV5793  STATE/COUNTY-  NJ/SOMERSET
 KV5793  USGS QUAD   -  BERNARDSVILLE (1981)
 KV5793
 KV5793                         *CURRENT SURVEY CONTROL
 KV5793  ___________________________________________________________________
 KV5793* NAD 83(1996)-  40 43 30.00296(N)    074 36 22.39652(W)     ADJUSTED  
 KV5793* NAVD 88     -                                                        
 KV5793  ___________________________________________________________________
 KV5793  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 KV5793  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KV5793
 KV5793  HORZ ORDER  -  THIRD
 KV5793
 KV5793.The horizontal coordinates were established by classical geodetic methods
 KV5793.and adjusted by the National Geodetic Survey in September 1999..
 KV5793
 KV5793
 KV5793.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5793
 KV5793.The geoid height was determined by GEOID03.
 KV5793
 KV5793;                    North         East     Units Scale Factor Converg.
 KV5793;SPC NJ       -   210,017.042   141,026.910   MT  0.99990099   -0 04 09.5
 KV5793;SPC NJ       -   689,030.91    462,685.79   sFT  0.99990099   -0 04 09.5
 KV5793;UTM  18      - 4,508,304.832   533,254.697   MT  0.99961361   +0 15 24.9
 KV5793
 KV5793                          SUPERSEDED SURVEY CONTROL
 KV5793
 KV5793  NAD 83(1986)-  40 43 30.00061(N)    074 36 22.39799(W) AD(       ) 4
 KV5793  NAD 27      -  40 43 29.63700(N)    074 36 23.82700(W) AD(       ) 3
 KV5793
 KV5793.Superseded values are not recommended for survey control.
 KV5793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5793.See file dsdata.txt to determine how the superseded data were derived.
 KV5793
 KV5793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3325508305(NAD 83)
 KV5793_MARKER: 51 = TANK
 KV5793
 KV5793  HISTORY     - Date     Condition        Report By
 KV5793  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5793
 KV5793                          STATION DESCRIPTION
 KV5793
 KV5793'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4047 ***********************************************************************
 JU4047  DESIGNATION -  RED LION
 JU4047  PID         -  JU4047
 JU4047  STATE/COUNTY-  NJ/BURLINGTON
 JU4047  USGS QUAD   -  PEMBERTON (1981)
 JU4047
 JU4047                         *CURRENT SURVEY CONTROL
 JU4047  ___________________________________________________________________
 JU4047* NAD 83(1996)-  39 54 28.04145(N)    074 44 44.16813(W)     ADJUSTED  
 JU4047* NAVD 88     -        12.2    (meters)      40.     (feet)  GPS OBS   
 JU4047  ___________________________________________________________________
 JU4047  X           -   1,289,022.875 (meters)                     COMP
 JU4047  Y           -  -4,726,651.509 (meters)                     COMP
 JU4047  Z           -   4,070,123.969 (meters)                     COMP
 JU4047  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 JU4047  ELLIP HEIGHT-         -20.52  (meters)          (10/23/02) GPS OBS
 JU4047  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JU4047
 JU4047  HORZ ORDER  -  FIRST
 JU4047  ELLP ORDER  -  FOURTH    CLASS I
 JU4047
 JU4047.This mark is at Red Lion Airport (N73)
 JU4047
 JU4047.The horizontal coordinates were established by GPS observations
 JU4047.and adjusted by the National Geodetic Survey in May 1999..
 JU4047
 JU4047.The orthometric height was determined by GPS observations and a
 JU4047.high-resolution geoid model.
 JU4047
 JU4047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4047
 JU4047.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4047
 JU4047.The ellipsoidal height was determined by GPS observations
 JU4047.and is referenced to NAD 83.
 JU4047
 JU4047.The geoid height was determined by GEOID03.
 JU4047
 JU4047;                    North         East     Units Scale Factor Converg.
 JU4047;SPC NJ       -   119,305.806   129,000.981   MT  0.99990543   -0 09 27.2
 JU4047;SPC NJ       -   391,422.47    423,230.72   sFT  0.99990543   -0 09 27.2
 JU4047;UTM  18      - 4,417,553.784   521,744.509   MT  0.99960582   +0 09 47.6
 JU4047
 JU4047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4047!SPC NJ       -   1.00000322  x   0.99990543  =   0.99990865
 JU4047!UTM  18      -   1.00000322  x   0.99960582  =   0.99960904
 JU4047
 JU4047:                Primary Azimuth Mark                     Grid Az
 JU4047:SPC NJ       -  RED LION AZ MK                           217 30 51.7
 JU4047:UTM  18      -  RED LION AZ MK                           217 11 36.9
 JU4047
 JU4047|---------------------------------------------------------------------|
 JU4047| PID    Reference Object                     Distance      Geod. Az  |
 JU4047|                                                           dddmmss.s |
 JU4047| JU4048 RED LION AZ MK                      APPROX. 0.9 KM 2172124.5 |
 JU4047|---------------------------------------------------------------------|
 JU4047
 JU4047                          SUPERSEDED SURVEY CONTROL
 JU4047
 JU4047  NAD 83(1992)-  39 54 28.04084(N)    074 44 44.16803(W) AD(       ) 1
 JU4047  ELLIP H (12/16/96)  -20.55   (m)                       GP(       ) 2 1
 JU4047  ELLIP H (01/27/92)  -20.09   (m)                       GP(       ) 4 1
 JU4047  NAD 83(1986)-  39 54 28.02615(N)    074 44 44.16389(W) AD(       ) 3
 JU4047  NGVD 29 (09/11/89)   13.0    (m)           43.     (f) GPS OBS        
 JU4047
 JU4047.Superseded values are not recommended for survey control.
 JU4047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4047.See file dsdata.txt to determine how the superseded data were derived.
 JU4047
 JU4047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2174517554(NAD 83)
 JU4047_MARKER: DD = SURVEY DISK
 JU4047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4047_SP_SET: CONCRETE POST
 JU4047_STAMPING: RED LION 1987
 JU4047_MARK LOGO: PSEG  
 JU4047_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4047+STABILITY: SURFACE MOTION
 JU4047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4047+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2005
 JU4047
 JU4047  HISTORY     - Date     Condition        Report By
 JU4047  HISTORY     - 1987     MONUMENTED       PSEG
 JU4047  HISTORY     - 19881109 GOOD             NGS
 JU4047  HISTORY     - 19890117 GOOD
 JU4047  HISTORY     - 19951201 GOOD             TWT
 JU4047  HISTORY     - 20050513 GOOD             GEOCAC
 JU4047
 JU4047                          STATION DESCRIPTION
 JU4047
 JU4047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 JU4047'THE STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 JU4047'FOLLOWS.
 JU4047'THE STATION IS LOCATED ABOUT 11.0 KM (6.85 MI) SOUTH-SOUTHEAST OF
 JU4047'MOUNT HOLLY, 8.0 KM (4.95 MI) SOUTH OF EWANSVILLE, 2.4 KM (1.50 MI)
 JU4047'NORTH OF RED LION, AT THE VINCENTOWN-RED LION AIRPORT, IN THE GRASS
 JU4047'AREA ON THE NORTHWEST SIDE OF THE GRAVEL AIRPORT PARKING AREA JUST
 JU4047'NORTH OF THE AIRPORT OFFICE AND CAFE.
 JU4047'OWNERSHIP--AFFILIATED AIR SERVICES INCORPORATED, C/O OWNER RAY
 JU4047'DANIELS, RED LION ROAD, VINCENTOWN NJ 08088.  PHONE 609-859-2368.
 JU4047'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 206 AND STATE
 JU4047'HIGHWAY 70 AT THE TRAFFIC CIRCLE IN RED LION, GO NORTH FOR 1.9 KM
 JU4047'(1.20 MI) ON HIGHWAY 206 TO A PAVED CROSSROAD.  TURN LEFT AND GO WEST
 JU4047'FOR 0.3 KM (0.20 MI) ON RIDGE ROAD TO THE END OF THE ROAD AT A
 JU4047'T-JUNCTION OF A PAVED ROAD.  TURN RIGHT AND GO NORTHWEST FOR 0.5 KM
 JU4047'(0.30 MI) ON RED LION ROAD TO THE GRAVEL PARKING AREA FOR THE RED LION
 JU4047'AIRPORT ON THE LEFT.  TURN LEFT AND GO SOUTHWEST FOR 20.0 M (65.6 FT)
 JU4047'ON THE NORTHWEST EDGE OF THE PARKING LOT TO THE STATION ON THE RIGHT.
 JU4047'THE STATION IS A PUBLIC SERVICE ELECTRIC AND GAS SURVEY DISK SET IN
 JU4047'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE
 JU4047'GROUND.  LOCATED 21.1 M (69.2 FT) SOUTHWEST FROM THE CENTER OF RED
 JU4047'LION ROAD, 15.9 M (52.2 FT) NORTH-NORTHEAST FROM THE METAL POLE FOR
 JU4047'THE CESSNA PILOT CENTER RED LION AIRPORT SIGN, 13.5 M (44.3 FT)
 JU4047'SOUTHEAST FROM THE EXTENDED CENTER OF THE SINGLE ASPHALT RUNWAY, AND
 JU4047'7.2 M (23.6 FT) NORTHWEST FROM THE NORTHWEST EDGE OF AND ACROSS A
 JU4047'DITCH FROM THE GRAVEL PARKING LOT.
 JU4047'DESCRIBED BY C.L. SMITH, TYPED BY G.A. MEANS.
 JU4047
 JU4047                          STATION RECOVERY (1989)
 JU4047
 JU4047'RECOVERED 1989
 JU4047'RECOVERED IN GOOD CONDITION.
 JU4047
 JU4047                          STATION RECOVERY (1995)
 JU4047
 JU4047'RECOVERY NOTE BY TWT CONS ENG 1995 (WPD)
 JU4047'RECOVERED AS DESCRIBED.
 JU4047
 JU4047                          STATION RECOVERY (2005)
 JU4047
 JU4047'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU4047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4048 ***********************************************************************
 JU4048  DESIGNATION -  RED LION AZ MK
 JU4048  PID         -  JU4048
 JU4048  STATE/COUNTY-  NJ/BURLINGTON
 JU4048  USGS QUAD   -  MOUNT HOLLY (1981)
 JU4048
 JU4048                         *CURRENT SURVEY CONTROL
 JU4048  ___________________________________________________________________
 JU4048* NAD 83(1996)-  39 54 04.01898(N)    074 45 07.97687(W)     ADJUSTED  
 JU4048* NAVD 88     -        15.3    (meters)      50.     (feet)  GPS OBS   
 JU4048  ___________________________________________________________________
 JU4048  X           -   1,288,602.915 (meters)                     COMP
 JU4048  Y           -  -4,727,261.167 (meters)                     COMP
 JU4048  Z           -   4,069,557.626 (meters)                     COMP
 JU4048  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 JU4048  ELLIP HEIGHT-         -17.37  (meters)          (10/23/02) GPS OBS
 JU4048  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JU4048
 JU4048  HORZ ORDER  -  FIRST
 JU4048  ELLP ORDER  -  FOURTH    CLASS I
 JU4048
 JU4048.This mark is at Red Lion Airport (N73)
 JU4048
 JU4048.The horizontal coordinates were established by GPS observations
 JU4048.and adjusted by the National Geodetic Survey in May 1999..
 JU4048
 JU4048.The orthometric height was determined by GPS observations and a
 JU4048.high-resolution geoid model.
 JU4048
 JU4048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4048
 JU4048.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4048
 JU4048.The ellipsoidal height was determined by GPS observations
 JU4048.and is referenced to NAD 83.
 JU4048
 JU4048.The geoid height was determined by GEOID03.
 JU4048
 JU4048;                    North         East     Units Scale Factor Converg.
 JU4048;SPC NJ       -   118,566.543   128,433.430   MT  0.99990572   -0 09 42.4
 JU4048;SPC NJ       -   388,997.07    421,368.68   sFT  0.99990572   -0 09 42.4
 JU4048;UTM  18      - 4,416,811.578   521,181.274   MT  0.99960552   +0 09 32.2
 JU4048
 JU4048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4048!SPC NJ       -   1.00000273  x   0.99990572  =   0.99990844
 JU4048!UTM  18      -   1.00000273  x   0.99960552  =   0.99960824
 JU4048
 JU4048:                Primary Azimuth Mark                     Grid Az
 JU4048:SPC NJ       -  RED LION                                 037 30 51.7
 JU4048:UTM  18      -  RED LION                                 037 11 37.1
 JU4048
 JU4048|---------------------------------------------------------------------|
 JU4048| PID    Reference Object                     Distance      Geod. Az  |
 JU4048|                                                           dddmmss.s |
 JU4048| JU4047 RED LION                            APPROX. 0.9 KM 0372109.3 |
 JU4048|---------------------------------------------------------------------|
 JU4048
 JU4048                          SUPERSEDED SURVEY CONTROL
 JU4048
 JU4048  NAD 83(1992)-  39 54 04.01835(N)    074 45 07.97684(W) AD(       ) 1
 JU4048  ELLIP H (12/16/96)  -17.40   (m)                       GP(       ) 2 1
 JU4048  ELLIP H (01/27/92)  -16.94   (m)                       GP(       ) 4 1
 JU4048  NAD 83(1986)-  39 54 04.00326(N)    074 45 07.97208(W) AD(       ) 3
 JU4048  NGVD 29 (09/11/89)   16.2    (m)           53.     (f) GPS OBS        
 JU4048
 JU4048.Superseded values are not recommended for survey control.
 JU4048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4048.See file dsdata.txt to determine how the superseded data were derived.
 JU4048
 JU4048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK2118116812(NAD 83)
 JU4048_MARKER: DD = SURVEY DISK
 JU4048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4048_SP_SET: CONCRETE POST
 JU4048_STAMPING: RED LION AZ MK
 JU4048_MARK LOGO: PSEG  
 JU4048_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4048+STABILITY: SURFACE MOTION
 JU4048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4048+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2005
 JU4048
 JU4048  HISTORY     - Date     Condition        Report By
 JU4048  HISTORY     - 1988     MONUMENTED       PSEG
 JU4048  HISTORY     - 19881109 GOOD             NGS
 JU4048  HISTORY     - 19890117 GOOD
 JU4048  HISTORY     - 19950221 GOOD             TWT
 JU4048  HISTORY     - 20050513 GOOD             GEOCAC
 JU4048
 JU4048                          STATION DESCRIPTION
 JU4048
 JU4048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 JU4048'THE STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 JU4048'FOLLOWS.
 JU4048'THE STATION IS LOCATED ABOUT 11.0 KM (6.85 MI) SOUTH-SOUTHEAST OF
 JU4048'MOUNT HOLLY, 8.0 KM (4.95 MI) SOUTH OF EWANSVILLE, 2.4 KM (1.50 MI)
 JU4048'NORTH OF RED LION, AT THE VINCENTOWN-RED LION AIRPORT, JUST SOUTHEAST
 JU4048'OF AND IN LINE WITH THE SOUTHWEST END OF THE NARROW GRASS STRIP
 JU4048'BETWEEN THE PARALLEL TAXIWAY AND THE SOUTHWEST END OF THE SINGLE
 JU4048'ASPHALT RUNWAY.
 JU4048'OWNERSHIP--AFFILIATED AIR SERVICES INCORPORATED, C/O OWNER RAY
 JU4048'DANIELS, RED LION ROAD, VINCENTOWN NJ 08088. PHONE 609-859-2368.
 JU4048'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 206 AND STATE
 JU4048'HIGHWAY 70 AT THE TRAFFIC CIRCLE IN RED LION, GO NORTH FOR 1.9 KM
 JU4048'(1.20 MI) ON HIGHWAY 206 TO A PAVED CROSSROAD.  TURN LEFT AND GO WEST
 JU4048'FOR 0.3 KM (0.20 MI) ON RIDGE ROAD TO THE ROAD END AT A T-JUNCTION OF
 JU4048'A PAVED ROAD.  TURN RIGHT AND GO NORTHWEST FOR 0.5 KM (0.30 MI) ON RED
 JU4048'LION ROAD TO A GRAVEL DRIVE ON THE SOUTHEAST SIDE OF THE GRAVEL
 JU4048'AIRPORT PARKING AREA ON THE LEFT.  TURN LEFT AND GO SOUTHWEST FOR 0.1
 JU4048'KM (0.05 MI) ON THE GRAVEL DRIVE ALONG THE SOUTHEAST SIDE OF THE
 JU4048'AIRPORT BUILDINGS TO THE ASPHALT APRON ON THE RIGHT JUST PAST THE
 JU4048'BUILDINGS.  TURN RIGHT AND GO NORTHWEST FOR 0.1 KM (0.05 MI) ON THE
 JU4048'APRON TO THE PARALLEL TAXIWAY.  TURN LEFT AND GO SOUTHWEST FOR 0.8 KM
 JU4048'(0.50 MI) ON THE PARALLEL TAXIWAY TO THE STATION ON THE LEFT JUST AS
 JU4048'YOU RACH THE ASPHALT AIRPLANE TURN-AROUND AREA.
 JU4048'THE STATION IS A PUBLIC SERVICE ELECTRIC AND GAS SURVEY DISK SET IN
 JU4048'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED 2 CM
 JU4048'BELOW GROUND.  LOCATED 31.1 M (102.0 FT) SOUTHEAST FROM THE CENTER OF
 JU4048'THE RUNWAY, 29.9 M (98.1 FT) EAST-NORTHEAST FROM THE SOUTH CORNER OF
 JU4048'THE ASPHALT AIRPLANE TURN-AROUND, 15.3 M (50.2 FT) SOUTH-SOUTHEAST
 JU4048'FROM THE MOST SOUTHEASTERN RUNWAY END LIGHT IN THE SOUTHWEST END OF
 JU4048'THE GRASS STRIP, AND 4.0 M (13.1 FT) SOUTHEAST FROM THE SOUTHEAST EDGE
 JU4048'OF THE ASPHALT PARALLEL TAXIWAY.
 JU4048'DESCRIBED BY C.L. SMITH, TYPED BY G.A. MEANS.
 JU4048
 JU4048                          STATION RECOVERY (1989)
 JU4048
 JU4048'RECOVERED 1989
 JU4048'RECOVERED IN GOOD CONDITION.
 JU4048
 JU4048                          STATION RECOVERY (1995)
 JU4048
 JU4048'RECOVERY NOTE BY TWT CONS ENG 1995 (WPD)
 JU4048'RECOVERED AS DESCRIBED.
 JU4048
 JU4048                          STATION RECOVERY (2005)
 JU4048
 JU4048'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU4048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4175 ***********************************************************************
 KV4175  DESIGNATION -  RED ROOF CHIMNEY
 KV4175  PID         -  KV4175
 KV4175  STATE/COUNTY-  NJ/BERGEN
 KV4175  USGS QUAD   -  ORANGE (1981)
 KV4175
 KV4175                         *CURRENT SURVEY CONTROL
 KV4175  ___________________________________________________________________
 KV4175* NAD 83(1996)-  40 48 00.83989(N)    074 07 39.39113(W)     ADJUSTED  
 KV4175* NAVD 88     -                                                        
 KV4175  ___________________________________________________________________
 KV4175  LAPLACE CORR-           6.29  (seconds)                    DEFLEC99
 KV4175  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KV4175
 KV4175  HORZ ORDER  -  THIRD
 KV4175
 KV4175.The horizontal coordinates were established by classical geodetic methods
 KV4175.and adjusted by the National Geodetic Survey in September 1999..
 KV4175
 KV4175
 KV4175.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4175
 KV4175.The geoid height was determined by GEOID03.
 KV4175
 KV4175;                    North         East     Units Scale Factor Converg.
 KV4175;SPC NJ       -   218,432.021   181,422.511   MT  0.99991215   +0 14 36.0
 KV4175;SPC NJ       -   716,639.06    595,217.02   sFT  0.99991215   +0 14 36.0
 KV4175;SPC NY L     -    70,363.007   289,231.327   MT  0.99999528   -0 05 00.5
 KV4175;SPC NY L     -   230,849.30    948,919.78   sFT  0.99999528   -0 05 00.5
 KV4175;UTM  18      - 4,516,947.546   573,590.942   MT  0.99966666   +0 34 12.2
 KV4175
 KV4175                          SUPERSEDED SURVEY CONTROL
 KV4175
 KV4175  NAD 83(1996)-  40 48 00.83967(N)    074 07 39.39143(W) AD(       ) 4
 KV4175  NAD 83(1986)-  40 48 00.83728(N)    074 07 39.39837(W) AD(       ) 4
 KV4175  NAD 27      -  40 48 00.47000(N)    074 07 40.86000(W) AD(       ) 3
 KV4175
 KV4175.Superseded values are not recommended for survey control.
 KV4175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4175.See file dsdata.txt to determine how the superseded data were derived.
 KV4175
 KV4175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7359116948(NAD 83)
 KV4175_MARKER: 85 = CHIMNEY
 KV4175
 KV4175  HISTORY     - Date     Condition        Report By
 KV4175  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4175
 KV4175                          STATION DESCRIPTION
 KV4175
 KV4175'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3970 ***********************************************************************
 KV3970  DESIGNATION -  RED WATER TANK
 KV3970  PID         -  KV3970
 KV3970  STATE/COUNTY-  NJ/BERGEN
 KV3970  USGS QUAD   -  WEEHAWKEN (1995)
 KV3970
 KV3970                         *CURRENT SURVEY CONTROL
 KV3970  ___________________________________________________________________
 KV3970* NAD 83(1996)-  40 50 42.96678(N)    074 01 56.64208(W)     ADJUSTED  
 KV3970* NAVD 88     -                                                        
 KV3970  ___________________________________________________________________
 KV3970  LAPLACE CORR-           7.71  (seconds)                    DEFLEC99
 KV3970  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KV3970
 KV3970  HORZ ORDER  -  THIRD
 KV3970
 KV3970.The horizontal coordinates were established by classical geodetic methods
 KV3970.and adjusted by the National Geodetic Survey in September 1999..
 KV3970
 KV3970
 KV3970.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3970
 KV3970.The geoid height was determined by GEOID03.
 KV3970
 KV3970;                    North         East     Units Scale Factor Converg.
 KV3970;SPC NJ       -   223,471.212   189,429.545   MT  0.99991913   +0 18 21.0
 KV3970;SPC NJ       -   733,171.80    621,486.77   sFT  0.99991913   +0 18 21.0
 KV3970;SPC NY L     -    75,356.830   297,267.620   MT  0.99999490   -0 01 16.3
 KV3970;SPC NY L     -   247,233.20    975,285.52   sFT  0.99999490   -0 01 16.3
 KV3970;UTM  18      - 4,522,031.109   581,567.170   MT  0.99968189   +0 37 58.3
 KV3970
 KV3970                          SUPERSEDED SURVEY CONTROL
 KV3970
 KV3970  NAD 83(1996)-  40 50 42.96662(N)    074 01 56.64217(W) AD(       ) 4
 KV3970  NAD 83(1996)-  40 50 42.96526(N)    074 01 56.64371(W) AD(       ) 4
 KV3970  NAD 83(1992)-  40 50 42.96398(N)    074 01 56.64440(W) AD(       ) 4
 KV3970  NAD 83(1986)-  40 50 42.97004(N)    074 01 56.63946(W) AD(       ) 4
 KV3970  NAD 27      -  40 50 42.60800(N)    074 01 58.14100(W) AD(       ) 3
 KV3970
 KV3970.Superseded values are not recommended for survey control.
 KV3970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3970.See file dsdata.txt to determine how the superseded data were derived.
 KV3970
 KV3970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8156722031(NAD 83)
 KV3970_MARKER: 51 = TANK
 KV3970
 KV3970  HISTORY     - Date     Condition        Report By
 KV3970  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV3970
 KV3970                          STATION DESCRIPTION
 KV3970
 KV3970'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8721 ***********************************************************************
 AB8721  DESIGNATION -  RED WING 1
 AB8721  PID         -  AB8721
 AB8721  STATE/COUNTY-  NJ/BURLINGTON
 AB8721  USGS QUAD   -  COLUMBUS (1981)
 AB8721
 AB8721                         *CURRENT SURVEY CONTROL
 AB8721  ___________________________________________________________________
 AB8721* NAD 83(1996)-  40 01 38.35739(N)    074 41 41.12564(W)     ADJUSTED  
 AB8721* NAVD 88     -        22.7    (meters)      74.     (feet)  GPS OBS   
 AB8721  ___________________________________________________________________
 AB8721  X           -   1,290,968.647 (meters)                     COMP
 AB8721  Y           -  -4,717,290.589 (meters)                     COMP
 AB8721  Z           -   4,080,302.649 (meters)                     COMP
 AB8721  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 AB8721  ELLIP HEIGHT-          -9.89  (meters)          (10/23/02) GPS OBS
 AB8721  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 AB8721
 AB8721  HORZ ORDER  -  FIRST
 AB8721  ELLP ORDER  -  FOURTH    CLASS I
 AB8721
 AB8721.The horizontal coordinates were established by GPS observations
 AB8721.and adjusted by the National Geodetic Survey in May 1999..
 AB8721
 AB8721.The orthometric height was determined by GPS observations and a
 AB8721.high-resolution geoid model.
 AB8721
 AB8721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8721
 AB8721.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8721
 AB8721.The ellipsoidal height was determined by GPS observations
 AB8721.and is referenced to NAD 83.
 AB8721
 AB8721.The geoid height was determined by GEOID03.
 AB8721
 AB8721;                    North         East     Units Scale Factor Converg.
 AB8721;SPC NJ       -   132,565.914   133,377.225   MT  0.99990340   -0 07 30.9
 AB8721;SPC NJ       -   434,926.67    437,588.45   sFT  0.99990340   -0 07 30.9
 AB8721;UTM  18      - 4,430,834.265   526,045.075   MT  0.99960835   +0 11 46.7
 AB8721
 AB8721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8721!SPC NJ       -   1.00000155  x   0.99990340  =   0.99990495
 AB8721!UTM  18      -   1.00000155  x   0.99960835  =   0.99960990
 AB8721
 AB8721:                Primary Azimuth Mark                     Grid Az
 AB8721:SPC NJ       -  RED WING 2                               078 11 12.7
 AB8721:UTM  18      -  RED WING 2                               077 51 55.1
 AB8721
 AB8721|---------------------------------------------------------------------|
 AB8721| PID    Reference Object                     Distance      Geod. Az  |
 AB8721|                                                           dddmmss.s |
 AB8721| AB8722 RED WING 2                          425.392 METERS 0780341.8 |
 AB8721|---------------------------------------------------------------------|
 AB8721
 AB8721                          SUPERSEDED SURVEY CONTROL
 AB8721
 AB8721  ELLIP H (05/14/99)   -9.91   (m)                       GP(       ) 4 1
 AB8721  NAD 83(1992)-  40 01 38.35696(N)    074 41 41.12567(W) AD(       ) 1
 AB8721  ELLIP H (12/16/96)   -9.93   (m)                       GP(       ) 2 1
 AB8721
 AB8721.Superseded values are not recommended for survey control.
 AB8721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8721.See file dsdata.txt to determine how the superseded data were derived.
 AB8721
 AB8721_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2604530834(NAD 83)
 AB8721_MARKER: DD = SURVEY DISK
 AB8721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8721_STAMPING: RED WING 1 1995
 AB8721_MARK LOGO: NJGS  
 AB8721_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8721+STABILITY: SURFACE MOTION
 AB8721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8721+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB8721
 AB8721  HISTORY     - Date     Condition        Report By
 AB8721  HISTORY     - 1995     MONUMENTED       NJGS
 AB8721
 AB8721                          STATION DESCRIPTION
 AB8721
 AB8721'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB8721'THE STATION IS LOCATED IN SPRINGFIELD TOWNSHIP, ON THE GROUNDS OF THE
 AB8721'RED WING AIRPORT.  THE AIRPORT IS ABOUT 4 MI (6.4 KM) EAST NORTHEAST
 AB8721'OF THE TOWN OF MOUNT HOLLY.  TO REACH THE STATION FROM THE JUNCTION OF
 AB8721'U.S.  HIGHWAY 206 AND COUNTY ROUTE 537, GO 2.45 MI (3.94 KM) NORTHEAST
 AB8721'ON ROUTE 537 TO THE TEE JUNCTION WITH JOBSTOWN-JULIUSTOWN ROAD ON THE
 AB8721'RIGHT, TURN RIGHT AND GO 0.6 MI (1.0 KM) SOUTHEAST ON JOBSTOWN-
 AB8721'JULIUSTOWN ROAD TO A TEE JUNTION WITH AIRPORT ROAD (DIRT ROAD) ON THE
 AB8721'RIGHT, TURN RIGHT AND GO 0.15 MI (0.24 KM) SOUTH ON AIRPORT ROAD TO A
 AB8721'DIRT ROAD TEE JUNCTION, TURN RIGHT AND GO ABOUT 0.45 MI (0.72 KM) ON
 AB8721'THE DIRT ROAD LEADING TO THE AIRPORT TO THE OFFICE AND METAL HANGER.
 AB8721'FROM THE HANGER GO ABOUT 270 FT (82.3 M) ACROSS THE GRASS RUNWAY TO
 AB8721'THE STATION ON THE SOUTHSIDE OF RUNWAY NUMBER 11, SET IN THE GRASS
 AB8721'FIELD IN LINE WITH MOST WESTERLY SET OF WHITE RUNWAY LIGHTS FOR RUNWAY
 AB8721'NUMBER 11.  THE STATION IS 23.5 FT (7.2 M) SOUTH OF THE WHITE RUNWAY
 AB8721'LIGHT ON THE SOUTHSIDE OF RUNWAY 11, 104.9 FT (32.0 M) SOUTH OF THE
 AB8721'WHITE RUNWAY LIGHT ON THE NORTHSIDE OF RUNWAY 11, 152.7 FT (46.5 M)
 AB8721'EAST OF THE MOST SOUTHERLY OF A SET OF BLUE END OF RUNWAY LIGHTS FOR
 AB8721'RUNWAY 11, 1.4 FT (0.4 M) WEST OF A METAL WITNESS POST.  THE STATION
 AB8721'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8722 ***********************************************************************
 AB8722  DESIGNATION -  RED WING 2
 AB8722  PID         -  AB8722
 AB8722  STATE/COUNTY-  NJ/BURLINGTON
 AB8722  USGS QUAD   -  COLUMBUS (1981)
 AB8722
 AB8722                         *CURRENT SURVEY CONTROL
 AB8722  ___________________________________________________________________
 AB8722* NAD 83(1996)-  40 01 41.21006(N)    074 41 23.57282(W)     ADJUSTED  
 AB8722* NAVD 88     -        23.0    (meters)      75.     (feet)  GPS OBS   
 AB8722  ___________________________________________________________________
 AB8722  X           -   1,291,355.194 (meters)                     COMP
 AB8722  Y           -  -4,717,126.346 (meters)                     COMP
 AB8722  Z           -   4,080,370.209 (meters)                     COMP
 AB8722  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 AB8722  ELLIP HEIGHT-          -9.60  (meters)          (10/23/02) GPS OBS
 AB8722  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 AB8722
 AB8722  HORZ ORDER  -  FIRST
 AB8722  ELLP ORDER  -  FOURTH    CLASS I
 AB8722
 AB8722.The horizontal coordinates were established by GPS observations
 AB8722.and adjusted by the National Geodetic Survey in May 1999..
 AB8722
 AB8722.The orthometric height was determined by GPS observations and a
 AB8722.high-resolution geoid model.
 AB8722
 AB8722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8722
 AB8722.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8722
 AB8722.The ellipsoidal height was determined by GPS observations
 AB8722.and is referenced to NAD 83.
 AB8722
 AB8722.The geoid height was determined by GEOID03.
 AB8722
 AB8722;                    North         East     Units Scale Factor Converg.
 AB8722;SPC NJ       -   132,652.993   133,793.567   MT  0.99990323   -0 07 19.6
 AB8722;SPC NJ       -   435,212.36    438,954.39   sFT  0.99990323   -0 07 19.6
 AB8722;UTM  18      - 4,430,923.652   526,460.799   MT  0.99960862   +0 11 58.0
 AB8722
 AB8722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8722!SPC NJ       -   1.00000151  x   0.99990323  =   0.99990474
 AB8722!UTM  18      -   1.00000151  x   0.99960862  =   0.99961013
 AB8722
 AB8722:                Primary Azimuth Mark                     Grid Az
 AB8722:SPC NJ       -  RED WING 1                               258 11 12.6
 AB8722:UTM  18      -  RED WING 1                               257 51 55.0
 AB8722
 AB8722|---------------------------------------------------------------------|
 AB8722| PID    Reference Object                     Distance      Geod. Az  |
 AB8722|                                                           dddmmss.s |
 AB8722| AB8721 RED WING 1                          425.392 METERS 2580353.0 |
 AB8722|---------------------------------------------------------------------|
 AB8722
 AB8722                          SUPERSEDED SURVEY CONTROL
 AB8722
 AB8722  ELLIP H (05/14/99)   -9.62   (m)                       GP(       ) 4 1
 AB8722  NAD 83(1992)-  40 01 41.20961(N)    074 41 23.57284(W) AD(       ) 1
 AB8722  ELLIP H (12/16/96)   -9.64   (m)                       GP(       ) 2 1
 AB8722
 AB8722.Superseded values are not recommended for survey control.
 AB8722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8722.See file dsdata.txt to determine how the superseded data were derived.
 AB8722
 AB8722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2646130924(NAD 83)
 AB8722_MARKER: DD = SURVEY DISK
 AB8722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8722_STAMPING: RED WING 2 1995
 AB8722_MARK LOGO: NJGS  
 AB8722_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8722+STABILITY: SURFACE MOTION
 AB8722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8722+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB8722
 AB8722  HISTORY     - Date     Condition        Report By
 AB8722  HISTORY     - 1995     MONUMENTED       NJGS
 AB8722
 AB8722                          STATION DESCRIPTION
 AB8722
 AB8722'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB8722'THE STATION IS LOCATED IN SPRINGFIELD TOWNSHIP, ON THE GROUNDS OF THE
 AB8722'RED WING AIRPORT.  THE AIRPORT IS ABOUT 4 MI (6.4 KM) EAST NORTHEAST
 AB8722'OF THE TOWN OF MOUNT HOLLY.  TO REACH THE STATION FROM THE JUNCTION OF
 AB8722'U.S.  HIGHWAY 206 AND COUNTY ROUTE 537, GO 2.45 MI (3.94 KM) NORTHEAST
 AB8722'ON ROUTE 537 TO THE TEE JUNCTION WITH JOBSTOWN-JULIUSTOWN ROAD ON THE
 AB8722'RIGHT, TURN RIGHT AND GO 0.6 MI (1.0 KM) SOUTHEAST ON JOBSTOWN-
 AB8722'JULIUSTOWN ROAD TO A TEE JUNTION WITH AIRPORT ROAD (DIRT ROAD) ON THE
 AB8722'RIGHT, TURN RIGHT AND GO 0.15 MI (0.24 KM) SOUTH ON AIRPORT ROAD TO A
 AB8722'DIRT ROAD TEE JUNCTION, TURN RIGHT AND GO ABOUT 0.25 MI (0.40 KM) WEST
 AB8722'ON THE DIRT ROAD LEADING TO THE AIRPORT TO THE STATION ON THE LEFT.
 AB8722'THE STATION IS JUST EAST OF THE NORTHEAST END OF THE GRASS RUNWAY
 AB8722'NUMBER 25, 13.0 FT (4.0 M) SOUTH OF THE CENTERLINE OF THE DIRT AIRPORT
 AB8722'ROAD, 33.4 FT (10.2 M) WEST OF A LOW FLYING AIRCRAFT SIGN AT THE
 AB8722'NORTHWEST CORNER OF A FARM FIELD AT THE RUNWAY AREA, 31 FT (9.4 M)
 AB8722'SOUTH OF THE RANGE OF A BUSH FENCELINE ON THE NORTHSIDE OF THE ROAD,
 AB8722'NORTH AND ACROSS THE AIRPORT FIELD FROM THE WIND DIRECTIONAL VANE AND
 AB8722'WINDSOCK.  THE STATION IS NEXT TO A METAL WITNESS POST AND IS SET
 AB8722'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4072 ***********************************************************************
 KV4072  DESIGNATION -  REED
 KV4072  PID         -  KV4072
 KV4072  STATE/COUNTY-  NJ/HUDSON
 KV4072  USGS QUAD   -  WEEHAWKEN (1995)
 KV4072
 KV4072                         *CURRENT SURVEY CONTROL
 KV4072  ___________________________________________________________________
 KV4072* NAD 83(1996)-  40 47 40.46694(N)    074 04 35.83883(W)     ADJUSTED  
 KV4072* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4072  ___________________________________________________________________
 KV4072  LAPLACE CORR-           6.78  (seconds)                    DEFLEC99
 KV4072  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KV4072
 KV4072  HORZ ORDER  -  THIRD
 KV4072
 KV4072.The horizontal coordinates were established by classical geodetic methods
 KV4072.and adjusted by the National Geodetic Survey in September 1999..
 KV4072
 KV4072.The orthometric height was scaled from a topographic map.
 KV4072
 KV4072.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4072
 KV4072.The geoid height was determined by GEOID03.
 KV4072
 KV4072;                    North         East     Units Scale Factor Converg.
 KV4072;SPC NJ       -   217,823.155   185,727.835   MT  0.99991571   +0 16 35.8
 KV4072;SPC NJ       -   714,641.47    609,342.07   sFT  0.99991571   +0 16 35.8
 KV4072;SPC NY L     -    69,729.546   293,533.460   MT  0.99999537   -0 03 00.4
 KV4072;SPC NY L     -   228,771.02    963,034.36   sFT  0.99999537   -0 03 00.4
 KV4072;UTM  18      - 4,516,363.382   577,898.621   MT  0.99967469   +0 36 11.9
 KV4072
 KV4072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4072!SPC NJ       -   1.00000491  x   0.99991571  =   0.99992062
 KV4072!SPC NY L     -   1.00000491  x   0.99999537  =   1.00000028
 KV4072!UTM  18      -   1.00000491  x   0.99967469  =   0.99967960
 KV4072
 KV4072|---------------------------------------------------------------------|
 KV4072| PID    Reference Object                     Distance      Geod. Az  |
 KV4072|                                                           dddmmss.s |
 KV4072| CB5497 REED RM 2                                          02637     |
 KV4072| KV4050 EAST TELEPHONE POLE                 APPROX. 1.8 KM 0471724.6 |
 KV4072| KV3917 ART                                 APPROX. 0.7 KM 0660026.8 |
 KV4072| KV4079 SECAUCUS PUB SERV PWRHSE CHIM       APPROX. 1.2 KM 0785039.8 |
 KV4072| KV4082 SECAUCUS SCH CENTER AVE CUPOLA      APPROX. 1.1 KM 1023017.2 |
 KV4072| CB5496 REED RM 1                                          19029     |
 KV4072| KV4103 HUDSON FOUNDRY CHIMNEY              APPROX. 2.2 KM 1912603.1 |
 KV4072| KV4078 GRASS                               309.854 METERS 32335     |
 KV4072|---------------------------------------------------------------------|
 KV4072
 KV4072                          SUPERSEDED SURVEY CONTROL
 KV4072
 KV4072  NAD 83(1996)-  40 47 40.46686(N)    074 04 35.83891(W) AD(       ) 3
 KV4072  NAD 83(1996)-  40 47 40.46593(N)    074 04 35.84039(W) AD(       ) 3
 KV4072  NAD 83(1992)-  40 47 40.46491(N)    074 04 35.84136(W) AD(       ) 3
 KV4072  NAD 83(1986)-  40 47 40.46895(N)    074 04 35.83968(W) AD(       ) 3
 KV4072  NAD 27      -  40 47 40.10600(N)    074 04 37.32800(W) AD(       ) 3
 KV4072
 KV4072.Superseded values are not recommended for survey control.
 KV4072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4072.See file dsdata.txt to determine how the superseded data were derived.
 KV4072
 KV4072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7789916363(NAD 83)
 KV4072_MARKER: DS = TRIANGULATION STATION DISK
 KV4072_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4072_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4072
 KV4072  HISTORY     - Date     Condition        Report By
 KV4072  HISTORY     - 1914     MONUMENTED       CGS
 KV4072  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV4072
 KV4072                          STATION DESCRIPTION
 KV4072
 KV4072'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV4072'STATION IS ON THE E SIDE OF HACKENSACK RIVER, ABOUT 5/8 MILE
 KV4072'ABOVE ERIE RAILROAD BRIDGE, ON A PROMINENT MEADOW POINT.
 KV4072'
 KV4072'THE STATION IS ABOUT 100 METERS SE OF THE SHORE AND IS MARKED BY
 KV4072'A STANDARD BRASS DISK CEMENTED IN TOP OF A 4-INCH TILE PIPE AND
 KV4072'SUNK TO GROUND LEVEL.
 KV4072'
 KV4072'THE SUBSURFACE MARK IS A BURIED BOTTLE.
 KV4072'
 KV4072'TWO REFERENCE MARKS, EACH A NAIL IN CEMENT CONTAINED IN A 3-INCH
 KV4072'TILE PIPE, ARE PLACED RESPECTIVELY 48.5 FEET N 42 DEG E AND 52.5
 KV4072'FEET S 21 DEG W FROM THE STATION.
 KV4072
 KV4072                          STATION RECOVERY (1932)
 KV4072
 KV4072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4072'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2972 ***********************************************************************
 JU2972  DESIGNATION -  REEDS
 JU2972  PID         -  JU2972
 JU2972  STATE/COUNTY-  NJ/CAPE MAY
 JU2972  USGS QUAD   -  HEISLERVILLE (1977)
 JU2972
 JU2972                         *CURRENT SURVEY CONTROL
 JU2972  ___________________________________________________________________
 JU2972* NAD 83(1996)-  39 07 38.10117(N)    074 53 26.64171(W)     ADJUSTED  
 JU2972* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2972  ___________________________________________________________________
 JU2972  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 JU2972  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 JU2972
 JU2972  HORZ ORDER  -  SECOND
 JU2972
 JU2972.The horizontal coordinates were established by classical geodetic methods
 JU2972.and adjusted by the National Geodetic Survey in September 1999..
 JU2972
 JU2972.The orthometric height was scaled from a topographic map.
 JU2972
 JU2972.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2972
 JU2972.The geoid height was determined by GEOID03.
 JU2972
 JU2972;                    North         East     Units Scale Factor Converg.
 JU2972;SPC NJ       -    32,698.657   116,216.172   MT  0.99991405   -0 14 47.7
 JU2972;SPC NJ       -   107,278.84    381,285.89   sFT  0.99991405   -0 14 47.7
 JU2972;UTM  18      - 4,330,903.526   509,444.581   MT  0.99960110   +0 04 08.2
 JU2972
 JU2972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2972!SPC NJ       -   1.00000523  x   0.99991405  =   0.99991928
 JU2972!UTM  18      -   1.00000523  x   0.99960110  =   0.99960633
 JU2972
 JU2972|---------------------------------------------------------------------|
 JU2972| PID    Reference Object                     Distance      Geod. Az  |
 JU2972|                                                           dddmmss.s |
 JU2972| CB2912 REEDS RM 1                           35.180 METERS 06909     |
 JU2972| JU2931 GOSHEN ME CHURCH STEEPLE            APPROX. 3.4 KM 0700130.7 |
 JU2972| CB2913 REEDS RM 2                           53.916 METERS 18514     |
 JU2972|---------------------------------------------------------------------|
 JU2972
 JU2972                          SUPERSEDED SURVEY CONTROL
 JU2972
 JU2972  NAD 83(1991)-  39 07 38.08554(N)    074 53 26.64349(W) AD(       ) 2
 JU2972  NAD 83(1986)-  39 07 38.08133(N)    074 53 26.64744(W) AD(       ) 2
 JU2972  NAD 27      -  39 07 37.67200(N)    074 53 28.03100(W) AD(       ) 2
 JU2972
 JU2972.Superseded values are not recommended for survey control.
 JU2972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2972.See file dsdata.txt to determine how the superseded data were derived.
 JU2972
 JU2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0944530904(NAD 83)
 JU2972_MARKER: DS = TRIANGULATION STATION DISK
 JU2972_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU2972_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU2972
 JU2972  HISTORY     - Date     Condition        Report By
 JU2972  HISTORY     - 1933     MONUMENTED       CGS
 JU2972  HISTORY     - 1946     GOOD             CGS
 JU2972  HISTORY     - 1970     MARK NOT FOUND   NGS
 JU2972  HISTORY     - 1974     MARK NOT FOUND   NGS
 JU2972
 JU2972                          STATION DESCRIPTION
 JU2972
 JU2972'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU2972'THIS STATION IS 0.8 MILE N OF REEDS BEACH AND JUST N OF THE
 JU2972'HUMMOCKS.
 JU2972'
 JU2972'STATION MARK IS A STANDARD BRONZE DISK SET IN TILE AS DESCRIBED
 JU2972'IN NOTE 6A.  UNDERGROUND MARK IS A BLOCK OF CONCRETE BELOW THE
 JU2972'GROUND CONTAINING A STANDARD BRONZE DISK AS DESCRIBED IN NOTE
 JU2972'7A.  REFERENCE MARKS NOS.1 AND 2 ARE STANDARD BRONZE DISKS
 JU2972'SET IN CONCRETE IN THE TOP OF A TILE AS DESCRIBED IN NOTE 13A.
 JU2972'
 JU2972'REFERENCE MARK NO. 2 IS S OF THE STATION.  40 FEET W OF A SMALL
 JU2972'SHACK.  9 FEET E OF CENTER OF ROAD.  70 FEET E OF HIGH WATER
 JU2972'MARK.  12 FEET N OF LONE TREE.  THE MARK PROJECTS 8 INCHES.
 JU2972'
 JU2972'REFERENCE MARK NO.1 IS NE OF THE STATION.  3 FEET S OF SE CORNER
 JU2972'OF SHACK.  53 FEET S OF E END OF BULKHEAD.  39 FEET E OF CENTER
 JU2972'OF ROAD.  THE MARK PROJECTS 12 INCHES.
 JU2972'
 JU2972'TO REACH FROM PORT NORRIS GO E FROM POST OFFICE 0.25 MILE, TURN
 JU2972'LEFT (N) AND GO 3.35 MILES TO CROSSROADS, HERE TAKE RIGHT FORK
 JU2972'FOR 2.8 MILES TO T-INTERSECTION AT ROUTE 49 (THIS INTERSECTION
 JU2972'IS 8 MILES S OF MILLVILLE, AT THE GOLDEN PHEASANT INN), TURN
 JU2972'RIGHT (S) ON ROUTE 49 AND CONTINUE S FOR 14.4 MILES TO POINT
 JU2972'WHERE ROUTE 49 TURNS LEFT (E), HERE CONTINUE S ON ROUTE S-49 FOR
 JU2972'5.9 MILES TO GRAVEL ROAD LEADING W AND SIGN POINTING W TO REEDS
 JU2972'BEACH, TAKE THIS ROAD W 1.0 MILE TO REEDS BEACH AND ROAD
 JU2972'LEADING N UP THE BAY, GO N FOR 0.8 MILE TO THE STATION AND
 JU2972'BIDWELLS CREEK ENTRANCE.  THE MARK IS 134.75 FEET S OF S
 JU2972'BULKHEAD AT ENTRANCE TO BIDWELLS CREEK.  120 FEET E
 JU2972'OF HIGH WATER MARK.  33 FEET W OF THE CENTER OF THE ROAD.  THE
 JU2972'MARK PROJECTS 6 INCHES.
 JU2972
 JU2972                          STATION RECOVERY (1946)
 JU2972
 JU2972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU2972'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION AND
 JU2972'THE 1935 RECOVERY NOTE ARE ADEQUATE.  REFERENCE MARK 1 WAS FOUND
 JU2972'DESTROYED.  REFERENCE MARK 2 WAS NOT RECOVERED.  PROBABLY DESTROYED
 JU2972'IN 1938 WHEN ROAD WAS REBUILT.
 JU2972
 JU2972                          STATION RECOVERY (1970)
 JU2972
 JU2972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU2972'THE STATION AND ITS REFERENCE MARKS WERE NOT FOUND AFTER A THOROUGH
 JU2972'SEARCH.  THE AREA HAS BEEN FILLED-IN AND THE STATION IS EITHER
 JU2972'COVERED OVER OR DESTROYED.
 JU2972
 JU2972                          STATION RECOVERY (1974)
 JU2972
 JU2972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU2972'A SEARCH WAS MADE FOR THE STATION AND NO MARKS WERE FOUND.  THE
 JU2972'MARKS ARE BELIEVED DESTROYED OR ELSE UNDER SEVERAL FEET OF FILL.
 JU2972'
 JU2972'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2972'ON REEDS BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4270 ***********************************************************************
 JU4270  DESIGNATION -  REFLECTOR 000
 JU4270  PID         -  JU4270
 JU4270  STATE/COUNTY-  NJ/ATLANTIC
 JU4270  USGS QUAD   -  PLEASANTVILLE (1994)
 JU4270
 JU4270                         *CURRENT SURVEY CONTROL
 JU4270  ___________________________________________________________________
 JU4270* NAD 83(1996)-  39 27 59.64470(N)    074 34 40.36237(W)     ADJUSTED  
 JU4270* NAVD 88     -        21.6    (meters)      71.     (feet)  VERTCON   
 JU4270  ___________________________________________________________________
 JU4270  X           -   1,311,174.677 (meters)                     COMP
 JU4270  Y           -  -4,753,021.068 (meters)                     COMP
 JU4270  Z           -   4,032,430.949 (meters)                     COMP
 JU4270  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 JU4270  ELLIP HEIGHT-         -12.24  (meters)          (10/23/02) GPS OBS
 JU4270  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JU4270
 JU4270  HORZ ORDER  -  FIRST
 JU4270  ELLP ORDER  -  FOURTH    CLASS I
 JU4270
 JU4270.This mark is at Atlantic City Intl Airport (ACY)
 JU4270
 JU4270.The horizontal coordinates were established by GPS observations
 JU4270.and adjusted by the National Geodetic Survey in May 1999..
 JU4270
 JU4270.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4270
 JU4270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4270
 JU4270.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4270
 JU4270.The ellipsoidal height was determined by GPS observations
 JU4270.and is referenced to NAD 83.
 JU4270
 JU4270.The geoid height was determined by GEOID03.
 JU4270
 JU4270;                    North         East     Units Scale Factor Converg.
 JU4270;SPC NJ       -    70,296.527   143,298.871   MT  0.99990055   -0 02 58.2
 JU4270;SPC NJ       -   230,631.19    470,139.71   sFT  0.99990055   -0 02 58.2
 JU4270;UTM  18      - 4,368,639.233   536,311.041   MT  0.99961623   +0 16 05.9
 JU4270
 JU4270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4270!SPC NJ       -   1.00000192  x   0.99990055  =   0.99990247
 JU4270!UTM  18      -   1.00000192  x   0.99961623  =   0.99961815
 JU4270
 JU4270:                Primary Azimuth Mark                     Grid Az
 JU4270:SPC NJ       -  REFLECTOR 180                            118 02 25.9
 JU4270:UTM  18      -  REFLECTOR 180                            117 43 21.8
 JU4270
 JU4270|---------------------------------------------------------------------|
 JU4270| PID    Reference Object                     Distance      Geod. Az  |
 JU4270|                                                           dddmmss.s |
 JU4270| JU4272 REFLECTOR 180                       APPROX. 1.5 KM 1175927.7 |
 JU4270|---------------------------------------------------------------------|
 JU4270
 JU4270                          SUPERSEDED SURVEY CONTROL
 JU4270
 JU4270  ELLIP H (05/14/99)  -12.19   (m)                       GP(       ) 4 1
 JU4270  NAD 83(1992)-  39 27 59.64387(N)    074 34 40.36187(W) AD(       ) 1
 JU4270  ELLIP H (10/07/92)  -12.29   (m)                       GP(       ) 4 2
 JU4270  NGVD 29 (10/07/92)   22.0    (m)           72.     (f) GPS OBS        
 JU4270
 JU4270.Superseded values are not recommended for survey control.
 JU4270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4270.See file dsdata.txt to determine how the superseded data were derived.
 JU4270
 JU4270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3631168639(NAD 83)
 JU4270_MARK LOGO: FAA   
 JU4270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4270+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1991
 JU4270
 JU4270  HISTORY     - Date     Condition        Report By
 JU4270  HISTORY     - 1980     FIRST OBSERVED   FAA
 JU4270  HISTORY     - 19911121 GOOD             NGS
 JU4270
 JU4270                          STATION DESCRIPTION
 JU4270
 JU4270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JU4270'THE STATION IS ON THE PROPERTY OF THE FEDERAL AVIATION ADMINISTRATION
 JU4270'TECHNICAL CENTER FACILITY IN ATLANTIC COUNTY, NEW JERSEY
 JU4270'APPROXIMATELY 18 KM (11.18 MI) WEST OF ATLANTIC CITY AND 3 KM
 JU4270'(1.86 MI) SOUTH OF POMONA.  ENTRANCE TO THE FACILITY IS STRICKLY
 JU4270'REGULATED.  A POINT OF CONTACT AT THIS TIME IS JEFFERY WOLFE,
 JU4270'ENGINEERING DEPARTMENT, 609 484 4430.  TO REACH THE STATION FROM THE
 JU4270'TRAFFIC CIRCLE AT THE JUNCTION OF COUNTY ROAD 563, TILDEN ROAD, AND
 JU4270'COUNTY ROAD 648 GO NORTH ON THE FAA TECHNICAL ENTRANCE ROAD FOR 1.6
 JU4270'KM (0.99 MI) TO THE GUARD SHACK AT THE FACILITY ENTRANCE.  AT
 JU4270'ENTRANCE BEAR LEFT WEST AND NORTH FOR 1.O KM TO BUILDING 301, THE
 JU4270'HANGER, A LARGE RECTANGULAR CONCRETE BUILDING.  THE DRIVE IN GATE
 JU4270'WHICH REQUIRES A PASS IS ON THE EAST SIDE OF THE BUILDING, AND THE
 JU4270'CONTROL AREA OPERATION OFFICE ON THE FIRST FLOOR IN THE NORTHEAST
 JU4270'CORNER OF THE BUILDING.  AT ENTRANCE THROUGH THE GATE ONE IS ON THE
 JU4270'TEST FACILITY APRON.  GO EAST FOR 0.2 KM (0.12 MI) AND A PAVED ROAD
 JU4270'LEADING EAST. GO EAST 0.16 KM (0.10 MI) ON THE PAVED ROAD TO END OF
 JU4270'PAVEMENT, THEN LEFT ON A SAND ROAD FOR 0.65 KM (0.40 MI) TO A ROAD
 JU4270'LEFT AT A HELIPORT SIGN.  TURN LEFT FOR 1.1 KM (0.68 MI) TO A TWO
 JU4270'ROADS RIGHT THE SHARPEST TO THE NIKE RADAR SIGHT.  CONTINUE AHEAD
 JU4270'THROUGH A TURN RIGHT AND A TURN LEFT FOR 2.0 KM (1.24 MI) TO A ROAD
 JU4270'RIGHT LEADING TO A LOW BUILDING.  CONTINUE AHEAD FOR 0.48 KM
 JU4270'(0.30 MI) TO A TURN RIGHT AT A SERIES OF WIND INDICATORS ON THE RIGHT
 JU4270'AND A FAA SEMI TRAILER ON THE LEFT.  CONTINUE STRAIGHT AHEAD INTO A
 JU4270'MATERIALS DUMPING GROUND WHERE THE STATION IS LOCATED ABOUT 0.2 KM
 JU4270'(0.12 MI) SOUTH SOUTHWEST FROM THE TRAILER AND ON THE SOUTH SOUTHWEST
 JU4270'EDGE OF THE GROUNDS.  THE STATION IS A SURVEYORS REFLECTOR ATTACHED
 JU4270'TO A 1.7 METERHIGH STEEL POST GUARDED BY FOUR 1.1 METERHIGH STEEL
 JU4270'PIPES.   THE POINT POSITIONED WAS THE NUT AT THE BACK OF THE
 JU4270'REFLECTOR, NOT THE NUT ATTACHING THE REFLECTOR TO THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4266 ***********************************************************************
 JU4266  DESIGNATION -  REFLECTOR 060
 JU4266  PID         -  JU4266
 JU4266  STATE/COUNTY-  NJ/ATLANTIC
 JU4266  USGS QUAD   -  PLEASANTVILLE (1994)
 JU4266
 JU4266                         *CURRENT SURVEY CONTROL
 JU4266  ___________________________________________________________________
 JU4266* NAD 83(1996)-  39 28 14.69466(N)    074 34 14.92784(W)     ADJUSTED  
 JU4266* NAVD 88     -        23.6    (meters)      77.     (feet)  VERTCON   
 JU4266  ___________________________________________________________________
 JU4266  X           -   1,311,682.674 (meters)                     COMP
 JU4266  Y           -  -4,752,576.415 (meters)                     COMP
 JU4266  Z           -   4,032,790.506 (meters)                     COMP
 JU4266  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 JU4266  ELLIP HEIGHT-         -10.27  (meters)          (10/23/02) GPS OBS
 JU4266  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JU4266
 JU4266  HORZ ORDER  -  FIRST
 JU4266  ELLP ORDER  -  FOURTH    CLASS I
 JU4266
 JU4266.This mark is at Atlantic City Intl Airport (ACY)
 JU4266
 JU4266.The horizontal coordinates were established by GPS observations
 JU4266.and adjusted by the National Geodetic Survey in May 1999..
 JU4266
 JU4266.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4266
 JU4266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4266
 JU4266.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4266
 JU4266.The ellipsoidal height was determined by GPS observations
 JU4266.and is referenced to NAD 83.
 JU4266
 JU4266.The geoid height was determined by GEOID03.
 JU4266
 JU4266;                    North         East     Units Scale Factor Converg.
 JU4266;SPC NJ       -    70,760.122   143,907.164   MT  0.99990046   -0 02 42.1
 JU4266;SPC NJ       -   232,152.17    472,135.42   sFT  0.99990046   -0 02 42.1
 JU4266;UTM  18      - 4,369,106.062   536,916.580   MT  0.99961678   +0 16 22.2
 JU4266
 JU4266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4266!SPC NJ       -   1.00000161  x   0.99990046  =   0.99990207
 JU4266!UTM  18      -   1.00000161  x   0.99961678  =   0.99961839
 JU4266
 JU4266|---------------------------------------------------------------------|
 JU4266| PID    Reference Object                     Distance      Geod. Az  |
 JU4266|                                                           dddmmss.s |
 JU4266| JU2834 GLASGOW                             187.751 METERS 18203     |
 JU4266|---------------------------------------------------------------------|
 JU4266
 JU4266                          SUPERSEDED SURVEY CONTROL
 JU4266
 JU4266  ELLIP H (05/14/99)  -10.18   (m)                       GP(       ) 4 1
 JU4266  NAD 83(1992)-  39 28 14.69383(N)    074 34 14.92735(W) AD(       ) 1
 JU4266  ELLIP H (10/07/92)  -10.28   (m)                       GP(       ) 4 2
 JU4266  NGVD 29 (10/07/92)   23.9    (m)           78.     (f) GPS OBS        
 JU4266
 JU4266.Superseded values are not recommended for survey control.
 JU4266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4266.See file dsdata.txt to determine how the superseded data were derived.
 JU4266
 JU4266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3691769106(NAD 83)
 JU4266_MARK LOGO: FAA   
 JU4266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4266+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1991
 JU4266
 JU4266  HISTORY     - Date     Condition        Report By
 JU4266  HISTORY     - 1980     FIRST OBSERVED   FAA
 JU4266  HISTORY     - 19911121 GOOD             NGS
 JU4266
 JU4266                          STATION DESCRIPTION
 JU4266
 JU4266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JU4266'THE STATION IS ON THE PROPERTY OF THE FEDERAL AVIATION ADMINISTRATION
 JU4266'TECHNICAL CENTER FACILITY IN ATLANTIC COUNTY, NEW JERSEY
 JU4266'APPROXIMATELY 18 KM (11.18 MI) WEST OF ATLANTIC CITY AND 3 KM
 JU4266'(1.86 MI) SOUTH OF POMONA.  ENTRANCE TO THE FACILITY IS STRICKLY
 JU4266'REGULATED.  A POINT OF CONTACT AT THIS TIME IS JEFFERY WOLFE,
 JU4266'ENGINEERING DEPARTMENT, 609 484 4430.  TO REACH THE STATION FROM THE
 JU4266'TRAFFIC CIRCLE AT THE JUNCTION OF COUNTY ROAD 563, TILDEN ROAD, AND
 JU4266'COUNTY ROAD 648 GO NORTH ON THE FAA TECHNICAL ENTRANCE ROAD FOR 1.6
 JU4266'KM (0.99 MI) TO THE GUARD SHACK AT THE FACILITY ENTRANCE.  AT
 JU4266'ENTRANCE BEAR LEFT WEST AND NORTH FOR 1.O KM TO BUILDING 301, THE
 JU4266'HANGER, A LARGE RECTANGULAR CONCRETE BUILDING.  THE DRIVE IN GATE
 JU4266'WHICH REQUIRES A PASS IS ON THE EAST SIDE OF THE BUILDING, AND THE
 JU4266'CONTROL AREA OPERATION OFFICE ON THE FIRST FLOOR IN THE NORTHEAST
 JU4266'CORNER OF THE BUILDING.  AT ENTRANCE THROUGH THE GATE ONE IS ON THE
 JU4266'TEST FACILITY APRON.  GO EAST FOR 0.2 KM (0.12 MI) AND A PAVED ROAD
 JU4266'LEADING EAST. GO EAST 0.16 KM (0.10 MI) ON THE PAVED ROAD TO END OF
 JU4266'PAVEMENT, THEN LEFT ON A SAND ROAD FOR 0.65 KM (0.40 MI) TO A ROAD
 JU4266'LEFT AT A HELIPORT SIGN.  TURN LEFT FOR 1.1 KM (0.68 MI) TO A TWO
 JU4266'ROADS RIGHT THE SHARPEST TO THE NIKE RADAR SIGHT.  CONTINUE AHEAD
 JU4266'THROUGH A TURN RIGHT AND A TURN LEFT FOR 2.0 KM (1.24 MI) TO A ROAD
 JU4266'RIGHT LEADING TO A LOW BUILDING.  TURN RIGHT, AND KEEP LEFT ALONG THE
 JU4266'SAND ROAD FOR 0.3 KM (0.19 MI) TO THE STATION ON THE LEFT AT THE EDGE
 JU4266'OF THE WOODS.  THE STATION IS A REFLECTOR MOUNTED ON A 1.7 M
 JU4266'(5.58 FT) HIGH METAL POST SURROUNDED BY FOUR 1.1 M (3.61 FT) HIGH, 15
 JU4266'CM IN DIAMETER STEEL PIPES.  THE STATION IS LOCATED ABOUT 7 M
 JU4266'(22.97 FT) SOUTH OF THE EDGE OF THE WOODS AND 6 M (19.68 FT) WEST OF
 JU4266'THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4271 ***********************************************************************
 JU4271  DESIGNATION -  REFLECTOR 120
 JU4271  PID         -  JU4271
 JU4271  STATE/COUNTY-  NJ/ATLANTIC
 JU4271  USGS QUAD   -  PLEASANTVILLE (1994)
 JU4271
 JU4271                         *CURRENT SURVEY CONTROL
 JU4271  ___________________________________________________________________
 JU4271* NAD 83(1996)-  39 28 00.16269(N)    074 33 48.02266(W)     ADJUSTED  
 JU4271* NAVD 88     -        20.5    (meters)      67.     (feet)  VERTCON   
 JU4271  ___________________________________________________________________
 JU4271  X           -   1,312,377.781 (meters)                     COMP
 JU4271  Y           -  -4,752,677.583 (meters)                     COMP
 JU4271  Z           -   4,032,442.569 (meters)                     COMP
 JU4271  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 JU4271  ELLIP HEIGHT-         -13.36  (meters)          (10/23/02) GPS OBS
 JU4271  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JU4271
 JU4271  HORZ ORDER  -  FIRST
 JU4271  ELLP ORDER  -  FOURTH    CLASS I
 JU4271
 JU4271.This mark is at Atlantic City Intl Airport (ACY)
 JU4271
 JU4271.The horizontal coordinates were established by GPS observations
 JU4271.and adjusted by the National Geodetic Survey in May 1999..
 JU4271
 JU4271.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4271
 JU4271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4271
 JU4271.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4271
 JU4271.The ellipsoidal height was determined by GPS observations
 JU4271.and is referenced to NAD 83.
 JU4271
 JU4271.The geoid height was determined by GEOID03.
 JU4271
 JU4271;                    North         East     Units Scale Factor Converg.
 JU4271;SPC NJ       -    70,311.521   144,549.889   MT  0.99990037   -0 02 24.9
 JU4271;SPC NJ       -   230,680.38    474,244.09   sFT  0.99990037   -0 02 24.9
 JU4271;UTM  18      - 4,368,661.159   537,561.601   MT  0.99961737   +0 16 39.2
 JU4271
 JU4271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4271!SPC NJ       -   1.00000210  x   0.99990037  =   0.99990247
 JU4271!UTM  18      -   1.00000210  x   0.99961737  =   0.99961947
 JU4271
 JU4271                          SUPERSEDED SURVEY CONTROL
 JU4271
 JU4271  ELLIP H (05/14/99)  -13.31   (m)                       GP(       ) 4 1
 JU4271  NAD 83(1992)-  39 28 00.16186(N)    074 33 48.02216(W) AD(       ) 1
 JU4271  ELLIP H (10/07/92)  -13.41   (m)                       GP(       ) 4 2
 JU4271  NGVD 29 (10/07/92)   20.8    (m)           68.     (f) GPS OBS        
 JU4271
 JU4271.Superseded values are not recommended for survey control.
 JU4271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4271.See file dsdata.txt to determine how the superseded data were derived.
 JU4271
 JU4271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3756268661(NAD 83)
 JU4271_MARK LOGO: FAA   
 JU4271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4271+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1991
 JU4271
 JU4271  HISTORY     - Date     Condition        Report By
 JU4271  HISTORY     - 1980     FIRST OBSERVED   FAA
 JU4271  HISTORY     - 19911121 GOOD             NGS
 JU4271
 JU4271                          STATION DESCRIPTION
 JU4271
 JU4271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JU4271'THE STATION IS ON THE PROPERTY OF THE FEDERAL AVIATION ADMINISTRATION
 JU4271'TECHNICAL CENTER FACILITY IN ATLANTIC COUNTY, NEW JERSEY
 JU4271'APPROXIMATELY 18 KM (11.18 MI) WEST OF ATLANTIC CITY AND 3 KM
 JU4271'(1.86 MI) SOUTH OF POMONA.  ENTRANCE TO THE FACILITY IS STRICKLY
 JU4271'REGULATED.  A POINT OF CONTACT AT THIS TIME IS JEFFERY WOLFE,
 JU4271'ENGINEERING DEPARTMENT, 609 484 4430.  TO REACH THE STATION FROM THE
 JU4271'TRAFFIC CIRCLE AT THE JUNCTION OF COUNTY ROAD 563, TILDEN ROAD, AND
 JU4271'COUNTY ROAD 648 GO NORTH ON THE FAA TECHNICAL ENTRANCE ROAD FOR 1.6
 JU4271'KM (0.99 MI) TO THE GUARD SHACK AT THE FACILITY ENTRANCE.  AT
 JU4271'ENTRANCE BEAR LEFT WEST AND NORTH FOR 1.O KM TO BUILDING 301, THE
 JU4271'HANGER, A LARGE RECTANGULAR CONCRETE BUILDING.  THE DRIVE IN GATE
 JU4271'WHICH REQUIRES A PASS IS ON THE EAST SIDE OF THE BUILDING, AND THE
 JU4271'CONTROL AREA OPERATION OFFICE ON THE FIRST FLOOR IN THE NORTHEAST
 JU4271'CORNER OF THE BUILDING.  AT ENTRANCE THROUGH THE GATE ONE IS ON THE
 JU4271'TEST FACILITY APRON.  GO EAST FOR 0.2 KM (0.12 MI) AND A PAVED ROAD
 JU4271'LEADING EAST. GO EAST 0.16 KM (0.10 MI) ON THE PAVED ROAD TO END OF
 JU4271'PAVEMENT, THEN LEFT ON A SAND ROAD FOR 0.65 KM (0.40 MI) TO A ROAD
 JU4271'LEFT AT A HELIPORT SIGN.  TURN LEFT FOR 1.1 KM (0.68 MI) TO A TWO
 JU4271'ROADS RIGHT THE SHARPEST TO THE NIKE RADAR SIGHT.  CONTINUE AHEAD
 JU4271'THROUGH TURNS FIRST RIGHT THEN LEFT FOR 2.0 KM (1.24 MI) TO A ROAD
 JU4271'RIGHT LEADING TO A LOW BUILDING.  TURN RIGHT, AND KEEP LEFT ALONG THE
 JU4271'SAND ROAD FOR 0.4 KM (0.25 MI) TO THE PERIMETER ROAD.  TURN RIGHT FOR
 JU4271'0.8 KM (0.50 MI) TO THE STATION ON THE RIGHT AT THE END OF A WOODS
 JU4271'AND ABOUT 2 M (6.56 FT) ABOVE THE ROAD.  THE STATION IS A REFLECTOR
 JU4271'MOUNTED ON A 1.7 M (5.58 FT) HIGH METAL POST SURROUNDED BY FOUR 1.1 M
 JU4271'(3.61 FT) HIGH, 15 CM IN DIAMETER STEEL PIPES.  THE STATION IS
 JU4271'LOCATED  20.9 M (68.57 FT) SOUTHWEST OF POWER POLE 7203 AND ABOUT 28
 JU4271'M (91.86 FT) SOUTH OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4272 ***********************************************************************
 JU4272  DESIGNATION -  REFLECTOR 180
 JU4272  PID         -  JU4272
 JU4272  STATE/COUNTY-  NJ/ATLANTIC
 JU4272  USGS QUAD   -  PLEASANTVILLE (1994)
 JU4272
 JU4272                         *CURRENT SURVEY CONTROL
 JU4272  ___________________________________________________________________
 JU4272* NAD 83(1996)-  39 27 36.52036(N)    074 33 44.24564(W)     ADJUSTED  
 JU4272* NAVD 88     -        21.5    (meters)      71.     (feet)  VERTCON   
 JU4272  ___________________________________________________________________
 JU4272  X           -   1,312,588.374 (meters)                     COMP
 JU4272  Y           -  -4,753,100.999 (meters)                     COMP
 JU4272  Z           -   4,031,880.294 (meters)                     COMP
 JU4272  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 JU4272  ELLIP HEIGHT-         -12.36  (meters)          (10/23/02) GPS OBS
 JU4272  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JU4272
 JU4272  HORZ ORDER  -  FIRST
 JU4272  ELLP ORDER  -  FOURTH    CLASS I
 JU4272
 JU4272.This mark is at Atlantic City Intl Airport (ACY)
 JU4272
 JU4272.The horizontal coordinates were established by GPS observations
 JU4272.and adjusted by the National Geodetic Survey in May 1999..
 JU4272
 JU4272.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4272
 JU4272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4272
 JU4272.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4272
 JU4272.The ellipsoidal height was determined by GPS observations
 JU4272.and is referenced to NAD 83.
 JU4272
 JU4272.The geoid height was determined by GEOID03.
 JU4272
 JU4272;                    North         East     Units Scale Factor Converg.
 JU4272;SPC NJ       -    69,582.399   144,639.662   MT  0.99990035   -0 02 22.5
 JU4272;SPC NJ       -   228,288.25    474,538.62   sFT  0.99990035   -0 02 22.5
 JU4272;UTM  18      - 4,367,932.753   537,655.391   MT  0.99961746   +0 16 41.5
 JU4272
 JU4272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4272!SPC NJ       -   1.00000194  x   0.99990035  =   0.99990229
 JU4272!UTM  18      -   1.00000194  x   0.99961746  =   0.99961940
 JU4272
 JU4272:                Primary Azimuth Mark                     Grid Az
 JU4272:SPC NJ       -  REFLECTOR 000                            298 02 25.9
 JU4272:UTM  18      -  REFLECTOR 000                            297 43 21.9
 JU4272
 JU4272|---------------------------------------------------------------------|
 JU4272| PID    Reference Object                     Distance      Geod. Az  |
 JU4272|                                                           dddmmss.s |
 JU4272| JU4270 REFLECTOR 000                       APPROX. 1.5 KM 2980003.4 |
 JU4272|---------------------------------------------------------------------|
 JU4272
 JU4272                          SUPERSEDED SURVEY CONTROL
 JU4272
 JU4272  ELLIP H (05/14/99)  -12.31   (m)                       GP(       ) 4 1
 JU4272  NAD 83(1992)-  39 27 36.51953(N)    074 33 44.24515(W) AD(       ) 1
 JU4272  ELLIP H (10/07/92)  -12.41   (m)                       GP(       ) 4 2
 JU4272  NGVD 29 (10/07/92)   21.9    (m)           72.     (f) GPS OBS        
 JU4272
 JU4272.Superseded values are not recommended for survey control.
 JU4272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4272.See file dsdata.txt to determine how the superseded data were derived.
 JU4272
 JU4272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3765567933(NAD 83)
 JU4272_MARK LOGO: FAA   
 JU4272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4272+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1991
 JU4272
 JU4272  HISTORY     - Date     Condition        Report By
 JU4272  HISTORY     - 1980     FIRST OBSERVED   FAA
 JU4272  HISTORY     - 19911121 GOOD             NGS
 JU4272
 JU4272                          STATION DESCRIPTION
 JU4272
 JU4272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JU4272'THE STATION IS ON THE PROPERTY OF THE FEDERAL AVIATION ADMINISTRATION
 JU4272'TECHNICAL CENTER FACILITY IN ATLANTIC COUNTY, NEW JERSEY
 JU4272'APPROXIMATELY 18 KM (11.18 MI) WEST OF ATLANTIC CITY AND 3 KM
 JU4272'(1.86 MI) SOUTH OF POMONA.  ENTRANCE TO THE FACILITY IS STRICKLY
 JU4272'REGULATED.  A POINT OF CONTACT AT THIS TIME IS JEFFERY WOLFE,
 JU4272'ENGINEERING DEPARTMENT, 609 484 4430.  TO REACH THE STATION FROM THE
 JU4272'TRAFFIC CIRCLE AT THE JUNCTION OF COUNTY ROAD 563, TILDEN ROAD, AND
 JU4272'COUNTY ROAD 648 GO NORTH ON THE FAA TECHNICAL ENTRANCE ROAD FOR 1.6
 JU4272'KM (0.99 MI) TO THE GUARD SHACK AT THE FACILITY ENTRANCE.  AT
 JU4272'ENTRANCE BEAR LEFT WEST AND NORTH FOR 1.O KM TO BUILDING 301, THE
 JU4272'HANGER, A LARGE RECTANGULAR CONCRETE BUILDING.  THE DRIVE IN GATE
 JU4272'WHICH REQUIRES A PASS IS ON THE EAST SIDE OF THE BUILDING, AND THE
 JU4272'CONTROL AREA OPERATION OFFICE ON THE FIRST FLOOR IN THE NORTHEAST
 JU4272'CORNER OF THE BUILDING.  AT ENTRANCE THROUGH THE GATE ONE IS ON THE
 JU4272'TEST FACILITY APRON.  GO EAST FOR 0.2 KM (0.12 MI) AND A PAVED ROAD
 JU4272'LEADING EAST. GO EAST 0.16 KM (0.10 MI) ON THE PAVED ROAD TO END OF
 JU4272'PAVEMENT, THEN LEFT ON A SAND ROAD FOR 0.65 KM (0.40 MI) TO A ROAD
 JU4272'LEFT AT A HELIPORT SIGN.  TURN LEFT FOR 1.1 KM (0.68 MI) TO A TWO
 JU4272'ROADS RIGHT THE SHARPEST TO THE NIKE RADAR SIGHT.  TURN RIGHT ON THE
 JU4272'OTHER ROAD AND GO 0.4 KM (0.25 MI) TO THE STATION ON THE LEFT ABOUT
 JU4272'90 M (295.27 FT) NORTHWEST FROM THE CENTER OF THE ROAD.  THE STATION
 JU4272'IS MARKED BY A REFLECTOR MOUNTED ON A ANGLE IRON 1.8 M (5.91 FT) HIGH
 JU4272'SURROUNDED BY FOUR METAL PIPES 10 CM IN DIAMETER 1.1 M (3.61 FT)
 JU4272'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4273 ***********************************************************************
 JU4273  DESIGNATION -  REFLECTOR 240
 JU4273  PID         -  JU4273
 JU4273  STATE/COUNTY-  NJ/ATLANTIC
 JU4273  USGS QUAD   -  PLEASANTVILLE (1994)
 JU4273
 JU4273                         *CURRENT SURVEY CONTROL
 JU4273  ___________________________________________________________________
 JU4273* NAD 83(1996)-  39 27 29.25857(N)    074 34 12.34169(W)     ADJUSTED  
 JU4273* NAVD 88     -        19.8    (meters)      65.     (feet)  VERTCON   
 JU4273  ___________________________________________________________________
 JU4273  X           -   1,311,978.446 (meters)                     COMP
 JU4273  Y           -  -4,753,415.688 (meters)                     COMP
 JU4273  Z           -   4,031,706.311 (meters)                     COMP
 JU4273  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 JU4273  ELLIP HEIGHT-         -14.05  (meters)          (10/23/02) GPS OBS
 JU4273  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JU4273
 JU4273  HORZ ORDER  -  FIRST
 JU4273  ELLP ORDER  -  FOURTH    CLASS I
 JU4273
 JU4273.This mark is at Atlantic City Intl Airport (ACY)
 JU4273
 JU4273.The horizontal coordinates were established by GPS observations
 JU4273.and adjusted by the National Geodetic Survey in May 1999..
 JU4273
 JU4273.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4273
 JU4273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4273
 JU4273.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4273
 JU4273.The ellipsoidal height was determined by GPS observations
 JU4273.and is referenced to NAD 83.
 JU4273
 JU4273.The geoid height was determined by GEOID03.
 JU4273
 JU4273;                    North         East     Units Scale Factor Converg.
 JU4273;SPC NJ       -    69,358.960   143,967.884   MT  0.99990045   -0 02 40.4
 JU4273;SPC NJ       -   227,555.19    472,334.63   sFT  0.99990045   -0 02 40.4
 JU4273;UTM  18      - 4,367,705.656   536,985.052   MT  0.99961684   +0 16 23.6
 JU4273
 JU4273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4273!SPC NJ       -   1.00000220  x   0.99990045  =   0.99990265
 JU4273!UTM  18      -   1.00000220  x   0.99961684  =   0.99961904
 JU4273
 JU4273                          SUPERSEDED SURVEY CONTROL
 JU4273
 JU4273  ELLIP H (05/14/99)  -13.99   (m)                       GP(       ) 4 1
 JU4273  NAD 83(1992)-  39 27 29.25774(N)    074 34 12.34120(W) AD(       ) 1
 JU4273  ELLIP H (10/07/92)  -14.09   (m)                       GP(       ) 4 2
 JU4273  NGVD 29 (10/07/92)   20.2    (m)           66.     (f) GPS OBS        
 JU4273
 JU4273.Superseded values are not recommended for survey control.
 JU4273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4273.See file dsdata.txt to determine how the superseded data were derived.
 JU4273
 JU4273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3698567706(NAD 83)
 JU4273_MARK LOGO: FAA   
 JU4273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4273+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1991
 JU4273
 JU4273  HISTORY     - Date     Condition        Report By
 JU4273  HISTORY     - 1980     FIRST OBSERVED   FAA
 JU4273  HISTORY     - 19911121 GOOD             NGS
 JU4273
 JU4273                          STATION DESCRIPTION
 JU4273
 JU4273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JU4273'THE STATION IS ON THE PROPERTY OF THE FEDERAL AVIATION ADMINISTRATION
 JU4273'TECHNICAL CENTER FACILITY IN ATLANTIC COUNTY, NEW JERSEY
 JU4273'APPROXIMATELY 18 KM (11.18 MI) WEST OF ATLANTIC CITY AND 3 KM
 JU4273'(1.86 MI) SOUTH OF POMONA.  ENTRANCE TO THE FACILITY IS STRICKLY
 JU4273'REGULATED.  A POINT OF CONTACT AT THIS TIME IS JEFFERY WOLFE,
 JU4273'ENGINEERING DEPARTMENT, 609 484 4430.  TO REACH THE STATION FROM THE
 JU4273'TRAFFIC CIRCLE AT THE JUNCTION OF COUNTY ROAD 563, TILDEN ROAD, AND
 JU4273'COUNTY ROAD 648 GO NORTH ON THE FAA TECHNICAL ENTRANCE ROAD FOR 1.6
 JU4273'KM (0.99 MI) TO THE GUARD SHACK AT THE FACILITY ENTRANCE.  AT
 JU4273'ENTRANCE BEAR LEFT WEST AND NORTH FOR 1.O KM TO BUILDING 301, THE
 JU4273'HANGER, A LARGE RECTANGULAR CONCRETE BUILDING.  THE DRIVE IN GATE
 JU4273'WHICH REQUIRES A PASS IS ON THE EAST SIDE OF THE BUILDING, AND THE
 JU4273'CONTROL AREA OPERATION OFFICE ON THE FIRST FLOOR IN THE NORTHEAST
 JU4273'CORNER OF THE BUILDING.  AT ENTRANCE THROUGH THE GATE ONE IS ON THE
 JU4273'TEST FACILITY APRON.  GO EAST FOR 0.2 KM (0.12 MI) AND A PAVED ROAD
 JU4273'LEADING EAST. GO EAST 0.16 KM (0.10 MI) ON THE PAVED ROAD TO END OF
 JU4273'PAVEMENT, THEN LEFT ON A SAND ROAD FOR 0.65 KM (0.40 MI) TO A ROAD
 JU4273'LEFT AT A HELIPORT SIGN.  TURN LEFT FOR 1.1 KM (0.68 MI) TO A TWO
 JU4273'ROADS RIGHT THE SHARPEST TO THE NIKE RADAR SIGHT.  CONTINUE AHEAD FOR
 JU4273'0.4 KM (0.25 MI) TO A ROAD LEFT.  TURN LEFT FOR 0.3 KM (0.19 MI) ON A
 JU4273'SAND ROAD CROSSING A SAND BRIDGE OVER A GULLEY.  WHERE THE ROAD
 JU4273'SPLITS TURN LEFT CROSS COUNTRY FOR 0.16 KM (0.10 MI) TO THE STATION.
 JU4273'THE STATION IS A REFLECTOR MOUNTED ON A ANGLE IRON 1.7 M (5.58 FT)
 JU4273'HIGH SURROUNDED BY FOUR 10 CM IN DIAMETER IRON PIPES 1.1 M (3.61 FT)
 JU4273'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4274 ***********************************************************************
 JU4274  DESIGNATION -  REFLECTOR 300
 JU4274  PID         -  JU4274
 JU4274  STATE/COUNTY-  NJ/ATLANTIC
 JU4274  USGS QUAD   -  PLEASANTVILLE (1994)
 JU4274
 JU4274                         *CURRENT SURVEY CONTROL
 JU4274  ___________________________________________________________________
 JU4274* NAD 83(1996)-  39 27 41.29066(N)    074 34 28.25103(W)     ADJUSTED  
 JU4274* NAVD 88     -        19.0    (meters)      62.     (feet)  VERTCON   
 JU4274  ___________________________________________________________________
 JU4274  X           -   1,311,548.930 (meters)                     COMP
 JU4274  Y           -  -4,753,288.984 (meters)                     COMP
 JU4274  Z           -   4,031,992.332 (meters)                     COMP
 JU4274  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 JU4274  ELLIP HEIGHT-         -14.79  (meters)          (10/23/02) GPS OBS
 JU4274  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JU4274
 JU4274  HORZ ORDER  -  FIRST
 JU4274  ELLP ORDER  -  FOURTH    CLASS I
 JU4274
 JU4274.This mark is at Atlantic City Intl Airport (ACY)
 JU4274
 JU4274.The horizontal coordinates were established by GPS observations
 JU4274.and adjusted by the National Geodetic Survey in May 1999..
 JU4274
 JU4274.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4274
 JU4274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4274
 JU4274.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4274
 JU4274.The ellipsoidal height was determined by GPS observations
 JU4274.and is referenced to NAD 83.
 JU4274
 JU4274.The geoid height was determined by GEOID03.
 JU4274
 JU4274;                    North         East     Units Scale Factor Converg.
 JU4274;SPC NJ       -    69,730.299   143,587.885   MT  0.99990051   -0 02 50.5
 JU4274;SPC NJ       -   228,773.49    471,087.92   sFT  0.99990051   -0 02 50.5
 JU4274;UTM  18      - 4,368,074.777   536,603.107   MT  0.99961650   +0 16 13.5
 JU4274
 JU4274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4274!SPC NJ       -   1.00000232  x   0.99990051  =   0.99990283
 JU4274!UTM  18      -   1.00000232  x   0.99961650  =   0.99961882
 JU4274
 JU4274:                Primary Azimuth Mark                     Grid Az
 JU4274:SPC NJ       -  LASER                                    059 26 00.0
 JU4274:UTM  18      -  LASER                                    059 06 56.0
 JU4274
 JU4274|---------------------------------------------------------------------|
 JU4274| PID    Reference Object                     Distance      Geod. Az  |
 JU4274|                                                           dddmmss.s |
 JU4274| JU4268 LASER                               426.231 METERS 0592309.5 |
 JU4274|---------------------------------------------------------------------|
 JU4274
 JU4274                          SUPERSEDED SURVEY CONTROL
 JU4274
 JU4274  ELLIP H (05/14/99)  -14.74   (m)                       GP(       ) 4 1
 JU4274  NAD 83(1992)-  39 27 41.28983(N)    074 34 28.25054(W) AD(       ) 1
 JU4274  ELLIP H (10/07/92)  -14.84   (m)                       GP(       ) 4 2
 JU4274  NGVD 29 (10/07/92)   19.4    (m)           64.     (f) GPS OBS        
 JU4274
 JU4274.Superseded values are not recommended for survey control.
 JU4274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4274.See file dsdata.txt to determine how the superseded data were derived.
 JU4274
 JU4274_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3660368075(NAD 83)
 JU4274_MARK LOGO: FAA   
 JU4274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4274+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1991
 JU4274
 JU4274  HISTORY     - Date     Condition        Report By
 JU4274  HISTORY     - 1980     FIRST OBSERVED   FAA
 JU4274  HISTORY     - 19911121 GOOD             NGS
 JU4274
 JU4274                          STATION DESCRIPTION
 JU4274
 JU4274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JU4274'THE STATION IS ON THE PROPERTY OF THE FEDERAL AVIATION ADMINISTRATION
 JU4274'TECHNICAL CENTER FACILITY IN ATLANTIC COUNTY, NEW JERSEY
 JU4274'APPROXIMATELY 18 KM (11.18 MI) WEST OF ATLANTIC CITY AND 3 KM
 JU4274'(1.86 MI) SOUTH OF POMONA.  ENTRANCE TO THE FACILITY IS STRICKLY
 JU4274'REGULATED.  A POINT OF CONTACT AT THIS TIME IS JEFFERY WOLFE,
 JU4274'ENGINEERING DEPARTMENT, 609 484 4430.  TO REACH THE STATION FROM THE
 JU4274'TRAFFIC CIRCLE AT THE JUNCTION OF COUNTY ROAD 563, TILDEN ROAD, AND
 JU4274'COUNTY ROAD 648 GO NORTH ON THE FAA TECHNICAL ENTRANCE ROAD FOR 1.6
 JU4274'KM (0.99 MI) TO THE GUARD SHACK AT THE FACILITY ENTRANCE.  AT
 JU4274'ENTRANCE BEAR LEFT WEST AND NORTH FOR 1.O KM TO BUILDING 301, THE
 JU4274'HANGER, A LARGE RECTANGULAR CONCRETE BUILDING.  THE DRIVE IN GATE
 JU4274'WHICH REQUIRES A PASS IS ON THE EAST SIDE OF THE BUILDING, AND THE
 JU4274'CONTROL AREA OPERATION OFFICE ON THE FIRST FLOOR IN THE NORTHEAST
 JU4274'CORNER OF THE BUILDING.  AT ENTRANCE THROUGH THE GATE ONE IS ON THE
 JU4274'TEST FACILITY APRON.  GO EAST FOR 0.2 KM (0.12 MI) AND A PAVED ROAD
 JU4274'LEADING EAST. GO EAST 0.16 KM (0.10 MI) ON THE PAVED ROAD TO END OF
 JU4274'PAVEMENT, THEN LEFT ON A SAND ROAD FOR 0.65 KM (0.40 MI) TO A ROAD
 JU4274'LEFT AT A HELIPORT SIGN.  TURN LEFT FOR 1.1 KM (0.68 MI) TO A TWO
 JU4274'ROADS RIGHT THE SHARPEST TO THE NIKE RADAR SIGHT.  CONTINUE AHEAD FOR
 JU4274'0.6 KM (0.37 MI) TO WHERE THE MAIN ROAD MAKES A RIGHT TURN.  KEEP
 JU4274'AHEAD ON SECONDARY SAND ROAD FOR 0.16 KM (0.10 MI) TO A SAND ROAD
 JU4274'LEFT.  TURN LEFT FOR ABOUT 0.16 KM (0.10 MI) TO THE STATION ON THE
 JU4274'RIGHT ABOUT 175 M (574.15 FT) ACROSS COUNTY. THE STATION  IS A
 JU4274'REFLECTOR MOUNTED ON AN ANGLE IRON ABOUT 1.8 M (5.91 FT) HIGH
 JU4274'SURROUNDED BY FOUR 10 CM IN DIAMETER IRON PIPES 1.1 M (3.61 FT) HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5413 ***********************************************************************
 KV5413  DESIGNATION -  REFORMATORY
 KV5413  PID         -  KV5413
 KV5413  STATE/COUNTY-  NJ/MIDDLESEX
 KV5413  USGS QUAD   -  JAMESBURG (1981)
 KV5413
 KV5413                         *CURRENT SURVEY CONTROL
 KV5413  ___________________________________________________________________
 KV5413* NAD 83(1996)-  40 20 25.26022(N)    074 23 51.06090(W)     ADJUSTED  
 KV5413* NAVD 88     -        37.4    (meters)     123.     (feet)  GPS OBS   
 KV5413  ___________________________________________________________________
 KV5413  X           -   1,309,394.546 (meters)                     COMP
 KV5413  Y           -  -4,688,939.718 (meters)                     COMP
 KV5413  Z           -   4,106,866.544 (meters)                     COMP
 KV5413  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 KV5413  ELLIP HEIGHT-           4.83  (meters)          (10/23/02) GPS OBS
 KV5413  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KV5413
 KV5413  HORZ ORDER  -  FIRST
 KV5413  ELLP ORDER  -  FOURTH    CLASS I
 KV5413
 KV5413.The horizontal coordinates were established by GPS observations
 KV5413.and adjusted by the National Geodetic Survey in May 1999..
 KV5413
 KV5413.The orthometric height was determined by GPS observations and a
 KV5413.high-resolution geoid model.
 KV5413
 KV5413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5413
 KV5413.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5413
 KV5413.The ellipsoidal height was determined by GPS observations
 KV5413.and is referenced to NAD 83.
 KV5413
 KV5413.The geoid height was determined by GEOID03.
 KV5413
 KV5413;                    North         East     Units Scale Factor Converg.
 KV5413;SPC NJ       -   167,307.427   158,706.952   MT  0.99990093   +0 03 58.8
 KV5413;SPC NJ       -   548,907.78    520,691.06   sFT  0.99990093   +0 03 58.8
 KV5413;UTM  18      - 4,465,708.022   551,171.691   MT  0.99963223   +0 23 24.0
 KV5413
 KV5413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5413!SPC NJ       -   0.99999924  x   0.99990093  =   0.99990017
 KV5413!UTM  18      -   0.99999924  x   0.99963223  =   0.99963147
 KV5413
 KV5413:                Primary Azimuth Mark                     Grid Az
 KV5413:SPC NJ       -  REFORMATORY AZ MK                        224 06 43.5
 KV5413:UTM  18      -  REFORMATORY AZ MK                        223 47 18.3
 KV5413
 KV5413|---------------------------------------------------------------------|
 KV5413| PID    Reference Object                     Distance      Geod. Az  |
 KV5413|                                                           dddmmss.s |
 KV5413| CB5498 REFORMATORY AZ MK                                  2241042.3 |
 KV5413| CB5499 REFORMATORY RM 1                     25.116 METERS 25257     |
 KV5413| CB5500 REFORMATORY RM 2                     41.834 METERS 32030     |
 KV5413|---------------------------------------------------------------------|
 KV5413
 KV5413                          SUPERSEDED SURVEY CONTROL
 KV5413
 KV5413  NAD 83(1986)-  40 20 25.26005(N)    074 23 51.06310(W) AD(       ) 1
 KV5413  NAD 83(1986)-  40 20 25.25985(N)    074 23 51.05986(W) AD(       ) 1
 KV5413  NAD 27      -  40 20 24.86900(N)    074 23 52.52000(W) AD(       ) 1
 KV5413
 KV5413.Superseded values are not recommended for survey control.
 KV5413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5413.See file dsdata.txt to determine how the superseded data were derived.
 KV5413
 KV5413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5117265708(NAD 83)
 KV5413_MARKER: DS = TRIANGULATION STATION DISK
 KV5413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5413_SP_SET: CONCRETE POST
 KV5413_STAMPING: REFORMATORY 1935
 KV5413_MARK LOGO: CGS   
 KV5413_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5413+STABILITY: SURFACE MOTION
 KV5413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5413+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1992
 KV5413
 KV5413  HISTORY     - Date     Condition        Report By
 KV5413  HISTORY     - 1935     MONUMENTED       NJGS
 KV5413  HISTORY     - 1935     GOOD             CGS
 KV5413  HISTORY     - 1959     MARK NOT FOUND   CGS
 KV5413  HISTORY     - 19901115 GOOD             NJGS
 KV5413  HISTORY     - 19901115 GOOD             NJGS
 KV5413  HISTORY     - 19910731 GOOD
 KV5413  HISTORY     - 19920121 GOOD
 KV5413
 KV5413                          STATION DESCRIPTION
 KV5413
 KV5413'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1935 (JB)
 KV5413'THE STATION IS LOCATED ON THE PROPERTY OF THE NEW JERSEY STATE
 KV5413'REFORMATORY.  THE MARK IS A UNITED STATES COAST AND GEODETIC
 KV5413'SURVEY AND STATE SURVEY ELEVATION STATION, SET IN A CONCRETE
 KV5413'BLOCK 4- BY 4 INCHES AND PROJECTS 2 INCHES, 22 PACES SOUTH OF
 KV5413'SOUTHEAST CORNER OF THE EAST WING OF CLASS ROOMS, 8 PACES NORTH
 KV5413'OF THE CENTERLINE OF THE ROAD, AND 8 PACES NORTHWEST OF LIGHT
 KV5413'POLE.
 KV5413'
 KV5413'REFERENCE MARK NO. 1 IS 82.40 FEET WEST OF STATION, 3 PACES NORTH
 KV5413'OF THE CENTERLINE OF THE ROAD, AND 8 PACES SOUTHEAST OF A FIRE
 KV5413'PLUG.  MARK PROJECTS 4 INCHES.
 KV5413'
 KV5413'REFERENCE MARK NO. 2 IS 137.25 FEET NORTHWEST OF STATION, 18
 KV5413'INCHES SOUTH OF SIDE OF CENTER BUILDING, AND 12 PACES WEST OF
 KV5413'EAST EDGE OF BUILDING (CENTER).  MARK PROJECTS 4 INCHES.
 KV5413'
 KV5413'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE SOUTHWEST OF
 KV5413'STATION.  TO REACH AZIMUTH MARK, GO TO LIMIT GATES AND TURN LEFT
 KV5413'ON SAND ROAD, GO 0.7 MILE TO CROSS ROAD, TURN RIGHT AND GO 0.1
 KV5413'MILE TO MARK ON LEFT, 3 PACES FROM CENTERLINE OF ROAD, ON A
 KV5413'4-FOOT BANK, APPROXIMATELY 30 YARDS SOUTHEAST OF A WHITE 2-STORY
 KV5413'HOUSE WITH LARGE PINE TREES IN YARD.  MARK PROJECTS 6 INCHES.
 KV5413'
 KV5413'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KV5413'NO. 2 IS 130.33 FEET.
 KV5413'
 KV5413'TO REACH STATION FROM COFFEE SHOP IN JAMESBURG, GO TOWARD
 KV5413'ENGLISHTOWN FOR 0.85 MILE TO SIGN N.J. STATE HOME FOR BOYS.  HERE
 KV5413'TURN LEFT AND GO 0.9 MILE TO GATES, PROCEED 0.25 MILE TO
 KV5413'T-ROAD RIGHT IN FRONT OF CHAPEL.  TAKE THIS ROAD RIGHT AND GO
 KV5413'0.2 MILE, BEAR LEFT FOR 0.1 MILE TO MARK.
 KV5413'
 KV5413'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 KV5413'
 KV5413'NO PROMINENT NATURAL OBJECTS VISIBLE FROM THE GROUND.
 KV5413
 KV5413                          STATION RECOVERY (1935)
 KV5413
 KV5413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 KV5413'RECOVERED IN GOOD CONDITION.
 KV5413
 KV5413                          STATION RECOVERY (1959)
 KV5413
 KV5413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 KV5413'REFERENCE MARK NO. 2 RECOVERED IN GOOD CONDITION.  STATION AND
 KV5413'REFERENCE MARK NO. 1 SEARCHED FOR BUT NOT RECOVERED.  AN ADDITION
 KV5413'TO EAST WING OF BUILDING OBSTRUCTS LINE BETWEEN STATION AND
 KV5413'REFERENCE MARK NO. 2 AND AREA IN VICINITY OF STATION IS PAVED.
 KV5413'
 KV5413'AZIMUTH MARK SEARCHED FOR BUT NOT RECOVERED.
 KV5413
 KV5413                          STATION RECOVERY (1990)
 KV5413
 KV5413'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5413'THE STATION IS LOCATED IN MONROE TOWNSHIP, ON THE GROUNDS OF THE NEW
 KV5413'JERSEY TRAINING SCHOOL FOR BOYS, ABOUT 3.2 KM (2.00 MI) EAST OF THE
 KV5413'BOROUGH OF JAMESBURG.  TO REACH THE STATION FROM THE JUNCTION OF
 KV5413'FORESGATE DRIVE, COUNTY ROAD 612 AND BUCKELEW AVENUE JAMESBURG
 KV5413'ENGLISHTOWN ROAD, COUNTY ROAD 522, PROCEED 1.44 KM (0.90 MI) EAST ON
 KV5413'ROUTE 522 TO THE JUNCTION WITH STATE ROAD, TURN LEFT AND GO 1.44 KM
 KV5413'(0.90 MI) EAST ON STATE ROAD TO THE JUNCTION WITH SPOTSWOOD GRAVEL
 KV5413'HILL ROAD AND THE MAIN ENTRANCE TO THE REFORMATORY AHEAD.  THE
 KV5413'STATION IS SET IN A CLAY TILE PIPE IN A CONCRETE PAD FOR DUMPSTERS AT
 KV5413'THE SOUTH END OF A GROUP OF THREE GARAGES AT THE SOUTHEAST CORNER OF
 KV5413'THE WILSON SCHOOL, A THREE STORY BRICK BUILDING AT THE SOUTH END OF
 KV5413'THE COMPOUND.  THE STATION IS 9.5 M (31.2 FT) EAST SOUTHEAST OF THE
 KV5413'SOUTHWEST CORNER OF THE GARAGE, 1.8 M (5.9 FT) SOUTHWEST OF THE
 KV5413'SOUTHEAST CORNER OF THE SAME GARAGE, 1.6 M (5.2 FT) EAST OF THE
 KV5413'CURBLINE, 6.6 M (21.7 FT) NORTH OF THE NORTH CURBLINE OF THE ACCESS
 KV5413'ROAD, 10.1 M (33.1 FT) NORTH OF THE CENTERLINE OF THE ACCESS ROAD,
 KV5413'0.9 M (3.0 FT) SOUTH OF THE SOUTH FACE OF THE GARAGE, 0.15 M
 KV5413'(0.49 FT) SOUTH OF A CARSONITE WITNESS POST, RECESSED 0.15 M
 KV5413'(0.49 FT) BELOW THE TOP OF THE PIPE. TO ACCESS THE STATION, REPORT TO
 KV5413'THE VISITOR MOVEMENT CENTER OR CONTACT THE SUPERINTENDENT, MR. W.
 KV5413'HELM, P.O. BOX 500, JAMESBURG, N.J. 08831.   PHONE 609 521 0030 EXT.
 KV5413'221. AN EIGHT FOOT TRIPOD IS NEEDED TO CLEAR THE HORIZON TO THE
 KV5413'NORTH.
 KV5413
 KV5413                          STATION RECOVERY (1990)
 KV5413
 KV5413'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5413'THE STATION IS LOCATED IN MONROE TOWNSHIP, ON THE GROUNDS OF THE NEW
 KV5413'JERSEY TRAINING SCHOOL FOR BOYS, ABOUT 3.2 KM (2.00 MI) EAST OF THE
 KV5413'BOROUGH OF JAMESBURG.  TO REACH THE STATION FROM THE JUNCTION OF
 KV5413'FORESGATE DRIVE, COUNTY ROAD 612 AND BUCKELEW AVENUE JAMESBURG
 KV5413'ENGLISHTOWN ROAD, COUNTY ROAD 522, PROCEED 1.44 KM (0.90 MI) EAST ON
 KV5413'ROUTE 522 TO THE JUNCTION WITH STATE ROAD, TURN LEFT AND GO 1.44 KM
 KV5413'(0.90 MI) EAST ON STATE ROAD TO THE JUNCTION WITH SPOTSWOOD GRAVEL
 KV5413'HILL ROAD AND THE MAIN ENTRANCE TO THE REFORMATORY AHEAD.  THE
 KV5413'STATION IS SET IN A CLAY TILE PIPE IN A CONCRETE PAD FOR DUMPSTERS AT
 KV5413'THE SOUTH END OF A GROUP OF THREE GARAGES AT THE SOUTHEAST CORNER OF
 KV5413'THE WILSON SCHOOL, A THREE STORY BRICK BUILDING AT THE SOUTH END OF
 KV5413'THE COMPOUND.  THE STATION IS 9.5 M (31.2 FT) EAST SOUTHEAST OF THE
 KV5413'SOUTHWEST CORNER OF THE GARAGE, 1.8 M (5.9 FT) SOUTHWEST OF THE
 KV5413'SOUTHEAST CORNER OF THE SAME GARAGE, 1.6 M (5.2 FT) EAST OF THE
 KV5413'CURBLINE, 6.6 M (21.7 FT) NORTH OF THE NORTH CURBLINE OF THE ACCESS
 KV5413'ROAD, 10.1 M (33.1 FT) NORTH OF THE CENTERLINE OF THE ACCESS ROAD,
 KV5413'0.9 M (3.0 FT) SOUTH OF THE SOUTH FACE OF THE GARAGE, 0.15 M
 KV5413'(0.49 FT) SOUTH OF A CARSONITE WITNESS POST, RECESSED 0.15 M
 KV5413'(0.49 FT) BELOW THE TOP OF THE PIPE. TO ACCESS THE STATION, REPORT TO
 KV5413'THE VISITOR MOVEMENT CENTER OR CONTACT THE SUPERINTENDENT, MR. W.
 KV5413'HELM, P.O. BOX 500, JAMESBURG, N.J. 08831.   PHONE 609 521 0030 EXT.
 KV5413'221. AN EIGHT FOOT TRIPOD IS NEEDED TO CLEAR THE HORIZON TO THE
 KV5413'NORTH.
 KV5413
 KV5413                          STATION RECOVERY (1991)
 KV5413
 KV5413'RECOVERED 1991
 KV5413'RECOVERED IN GOOD CONDITION.
 KV5413
 KV5413                          STATION RECOVERY (1992)
 KV5413
 KV5413'RECOVERED 1992
 KV5413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4695 ***********************************************************************
 KV4695  DESIGNATION -  REFORMED CHURCH SPIRE
 KV4695  PID         -  KV4695
 KV4695  STATE/COUNTY-  NJ/ESSEX
 KV4695  USGS QUAD   -  ELIZABETH (1995)
 KV4695
 KV4695                         *CURRENT SURVEY CONTROL
 KV4695  ___________________________________________________________________
 KV4695* NAD 83(1996)-  40 44 38.81316(N)    074 10 09.87197(W)     ADJUSTED  
 KV4695* NAVD 88     -                                                        
 KV4695  ___________________________________________________________________
 KV4695  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 KV4695  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KV4695
 KV4695  HORZ ORDER  -  THIRD
 KV4695
 KV4695.The horizontal coordinates were established by classical geodetic methods
 KV4695.and adjusted by the National Geodetic Survey in September 1999..
 KV4695
 KV4695
 KV4695.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4695
 KV4695.The geoid height was determined by GEOID03.
 KV4695
 KV4695;                    North         East     Units Scale Factor Converg.
 KV4695;SPC NJ       -   212,186.554   177,918.867   MT  0.99990959   +0 12 56.8
 KV4695;SPC NJ       -   696,148.72    583,722.15   sFT  0.99990959   +0 12 56.8
 KV4695;SPC NY L     -    64,137.089   285,691.830   MT  0.99999660   -0 06 38.9
 KV4695;SPC NY L     -   210,423.10    937,307.28   sFT  0.99999660   -0 06 38.9
 KV4695;UTM  18      - 4,510,683.761   570,123.808   MT  0.99966052   +0 32 31.7
 KV4695
 KV4695                          SUPERSEDED SURVEY CONTROL
 KV4695
 KV4695  NAD 83(1996)-  40 44 38.81301(N)    074 10 09.87217(W) AD(       ) 4
 KV4695  NAD 83(1986)-  40 44 38.81034(N)    074 10 09.87493(W) AD(       ) 4
 KV4695  NAD 27      -  40 44 38.44000(N)    074 10 11.35000(W) AD(       ) 3
 KV4695
 KV4695.Superseded values are not recommended for survey control.
 KV4695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4695.See file dsdata.txt to determine how the superseded data were derived.
 KV4695
 KV4695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7012410684(NAD 83)
 KV4695_MARKER: 90 = CHURCH SPIRE
 KV4695
 KV4695  HISTORY     - Date     Condition        Report By
 KV4695  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4695  HISTORY     - 19940823 GOOD             USPSQD
 KV4695  HISTORY     - 20051113 GOOD             GEOCAC
 KV4695
 KV4695                          STATION DESCRIPTION
 KV4695
 KV4695'DESCRIBED BY US POWER SQUADRON 1994
 KV4695'RECOVERED IN GOOD CONDITION.
 KV4695
 KV4695                          STATION RECOVERY (2005)
 KV4695
 KV4695'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV4695'NORTH REFORMED CHURCH, ON EAST SIDE OF BROAD STREET, IN NEWARK, NJ.
 KV4695'OPPOSITE WASHINGTON PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5246 ***********************************************************************
 AA5246  DESIGNATION -  REMOTE
 AA5246  PID         -  AA5246
 AA5246  STATE/COUNTY-  NJ/MIDDLESEX
 AA5246  USGS QUAD   -  NEW BRUNSWICK (1981)
 AA5246
 AA5246                         *CURRENT SURVEY CONTROL
 AA5246  ___________________________________________________________________
 AA5246* NAD 83(1996)-  40 28 34.77702(N)    074 26 18.17340(W)     ADJUSTED  
 AA5246* NAVD 88     -        53.3    (meters)     175.     (feet)  GPS OBS   
 AA5246  ___________________________________________________________________
 AA5246  X           -   1,303,427.342 (meters)                     COMP
 AA5246  Y           -  -4,680,454.899 (meters)                     COMP
 AA5246  Z           -   4,118,373.913 (meters)                     COMP
 AA5246  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 AA5246  ELLIP HEIGHT-          20.48  (meters)          (10/23/02) GPS OBS
 AA5246  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 AA5246
 AA5246  HORZ ORDER  -  FIRST
 AA5246  ELLP ORDER  -  FOURTH    CLASS I
 AA5246
 AA5246.The horizontal coordinates were established by GPS observations
 AA5246.and adjusted by the National Geodetic Survey in May 1999..
 AA5246
 AA5246.The orthometric height was determined by GPS observations and a
 AA5246.high-resolution geoid model.
 AA5246
 AA5246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5246
 AA5246.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5246
 AA5246.The ellipsoidal height was determined by GPS observations
 AA5246.and is referenced to NAD 83.
 AA5246
 AA5246.The geoid height was determined by GEOID03.
 AA5246
 AA5246;                    North         East     Units Scale Factor Converg.
 AA5246;SPC NJ       -   182,401.913   155,224.576   MT  0.99990034   +0 02 24.0
 AA5246;SPC NJ       -   598,430.28    509,265.96   sFT  0.99990034   +0 02 24.0
 AA5246;UTM  18      - 4,480,778.487   547,604.947   MT  0.99962789   +0 21 52.5
 AA5246
 AA5246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5246!SPC NJ       -   0.99999679  x   0.99990034  =   0.99989713
 AA5246!UTM  18      -   0.99999679  x   0.99962789  =   0.99962468
 AA5246
 AA5246:                Primary Azimuth Mark                     Grid Az
 AA5246:SPC NJ       -  12 T 3                                   007 06 34.4
 AA5246:UTM  18      -  12 T 3                                   006 47 05.9
 AA5246
 AA5246|---------------------------------------------------------------------|
 AA5246| PID    Reference Object                     Distance      Geod. Az  |
 AA5246|                                                           dddmmss.s |
 AA5246| AA5245 12 T 3                              APPROX. 0.5 KM 0070858.4 |
 AA5246|---------------------------------------------------------------------|
 AA5246
 AA5246                          SUPERSEDED SURVEY CONTROL
 AA5246
 AA5246  NAD 83(1996)-  40 28 34.77678(N)    074 26 18.17501(W) AD(       ) 1
 AA5246  NAD 83(1992)-  40 28 34.77638(N)    074 26 18.17528(W) AD(       ) 1
 AA5246
 AA5246.Superseded values are not recommended for survey control.
 AA5246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5246.See file dsdata.txt to determine how the superseded data were derived.
 AA5246
 AA5246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4760580778(NAD 83)
 AA5246_MARKER: B = BOLT
 AA5246_SETTING: 0 = UNSPECIFIED SETTING
 AA5246_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5246+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA5246
 AA5246  HISTORY     - Date     Condition        Report By
 AA5246  HISTORY     - 1994     MONUMENTED       NJGS
 AA5246
 AA5246                          STATION DESCRIPTION
 AA5246
 AA5246'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 AA5246'THE STATION IS LOCATED IN THE CITY OF NEW BRUNSWICK ON THE TOP OF THE
 AA5246'ROOF OF THE ENVIRONMENTAL AND RESOURCE SCIENCE BUILDING, A THREE STORY
 AA5246'BRICK AND GLASS BUILDING, ON THE GROUNDS OF THE COOK COLLEGE CAMPUS OF
 AA5246'RUTGERS UNIVERSITY.  PERMISSION TO OCCUPY THE STATION SHOULD BE
 AA5246'OBTAINED FROM EITHER MR. SCOTT L. H. MADRY, ASSOCIATE DIRECTOR OR MR.
 AA5246'RICHARD LATHROP, ASSISTANT PROFESSOR, THE CENTER FOR REMOTE SENSING
 AA5246'AND SPATIAL ANALYSIS, DEPARTMENT OF NATURAL RESOURCES, COOK COLLEGE,
 AA5246'P.O. BOX 231, NEW BUNSWICK, NEW JERSEY 08903 0231, PHONE 908 932 9631.
 AA5246'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND
 AA5246'COLLEGE FARM ROAD, GO NORTH ON COLLEGE FARM ROAD FOR 0.5 MI (0.8 KM)
 AA5246'TO A DRIVEWAY AND THE ENVIRONMENTAL AND RESOURCE SCIENCE BUILDING ON
 AA5246'THE LEFT.  THE STATION IS ABOUT 60 FT (18.3 M) ABOVE THE GROUND AND IS
 AA5246'ON THE EAST SIDE OF THE RECTANGULAR STAIRCASE TOWER AT THE SOUTHWEST
 AA5246'CORNER OF THE BUILDING.  THE STATION POINT IS THE TOP OF THE COLLAR AT
 AA5246'THE TOP BRACE FOR THE FIVE EIGHTS INCH DIAMETER THREADED VERTICAL
 AA5246'ANTENNA MOUNTING ROD, 0.480 M (1.575 FT) DOWN FROM THE TOP END OF THE
 AA5246'ROD. THE STATION IS 1.2 M (3.9 FT) SOUTHWEST FROM THE CENTER OF THE
 AA5246'METAL DOOR LEADING TO THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4169 ***********************************************************************
 KV4169  DESIGNATION -  RESERVOIR
 KV4169  PID         -  KV4169
 KV4169  STATE/COUNTY-  NJ/ESSEX
 KV4169  USGS QUAD   -  ORANGE (1981)
 KV4169
 KV4169                         *CURRENT SURVEY CONTROL
 KV4169  ___________________________________________________________________
 KV4169* NAD 83(1996)-  40 47 55.53771(N)    074 08 19.59387(W)     ADJUSTED  
 KV4169* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4169  ___________________________________________________________________
 KV4169  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 KV4169  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KV4169
 KV4169  HORZ ORDER  -  THIRD
 KV4169
 KV4169.The horizontal coordinates were established by classical geodetic methods
 KV4169.and adjusted by the National Geodetic Survey in September 1999..
 KV4169
 KV4169.The orthometric height was scaled from a topographic map.
 KV4169
 KV4169.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4169
 KV4169.The geoid height was determined by GEOID03.
 KV4169
 KV4169;                    North         East     Units Scale Factor Converg.
 KV4169;SPC NJ       -   218,264.537   180,480.871   MT  0.99991143   +0 14 09.7
 KV4169;SPC NJ       -   716,089.57    592,127.66   sFT  0.99991143   +0 14 09.7
 KV4169;SPC NY L     -    70,200.883   288,288.669   MT  0.99999530   -0 05 26.8
 KV4169;SPC NY L     -   230,317.40    945,827.07   sFT  0.99999530   -0 05 26.8
 KV4169;UTM  18      - 4,516,774.738   572,650.505   MT  0.99966496   +0 33 45.9
 KV4169
 KV4169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4169!SPC NJ       -   1.00000494  x   0.99991143  =   0.99991637
 KV4169!SPC NY L     -   1.00000494  x   0.99999530  =   1.00000024
 KV4169!UTM  18      -   1.00000494  x   0.99966496  =   0.99966990
 KV4169
 KV4169|---------------------------------------------------------------------|
 KV4169| PID    Reference Object                     Distance      Geod. Az  |
 KV4169|                                                           dddmmss.s |
 KV4169| CB5501 RESERVOIR RM 1                                     03221     |
 KV4169| KV4172 BOX                                 123.623 METERS 10320     |
 KV4169| CB5502 RESERVOIR RM 2                                     18128     |
 KV4169| KV4162 SPIRE                               APPROX. 1.6 KM 2120601.5 |
 KV4169| KV4181 CIDER 1913                          APPROX. 0.7 KM 3490011.2 |
 KV4169| KV4177 SOUTH ISLAND                        439.644 METERS 3575041.4 |
 KV4169|---------------------------------------------------------------------|
 KV4169
 KV4169                          SUPERSEDED SURVEY CONTROL
 KV4169
 KV4169  NAD 83(1996)-  40 47 55.53748(N)    074 08 19.59415(W) AD(       ) 3
 KV4169  NAD 83(1986)-  40 47 55.53470(N)    074 08 19.60088(W) AD(       ) 3
 KV4169  NAD 27      -  40 47 55.16200(N)    074 08 21.07100(W) AD(       ) 3
 KV4169
 KV4169.Superseded values are not recommended for survey control.
 KV4169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4169.See file dsdata.txt to determine how the superseded data were derived.
 KV4169
 KV4169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7265116775(NAD 83)
 KV4169_MARKER: DS = TRIANGULATION STATION DISK
 KV4169_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4169_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4169
 KV4169  HISTORY     - Date     Condition        Report By
 KV4169  HISTORY     - 1913     MONUMENTED       CGS
 KV4169  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4169
 KV4169                          STATION DESCRIPTION
 KV4169
 KV4169'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4169'STATION IS ON THE W BANK OF PASSAIC RIVER, IN N PART OF BELLEVILLE,
 KV4169'ABOUT 80 METERS N OF THE NEWARK WATER WORKS BUILDING AND 45 METERS
 KV4169'E OF THE UPPER RESERVOIR, AND CLOSE TO THE BANK PROTECTION WALL.
 KV4169'
 KV4169'THE STATION IS MARKED BY A C. AND G.S. STANDARD BRASS DISK CEMENTED
 KV4169'IN THE TOP OF A 4-INCH TILE PIPE AND SUNK TO THE GROUND LEVEL.
 KV4169'
 KV4169'TWO REFERENCE MARKS, EACH A CROSS AND THE INSCRIPTION U.S.C. AND
 KV4169'G.S. CUT ON THE STONE PROTECTION WALL, ARE PLACED RESPECTIVELY
 KV4169'14.93 FEET N 43 DEG E AND 16.79 FEET S 11 DEG W FROM THE STATION.
 KV4169
 KV4169                          STATION RECOVERY (1933)
 KV4169
 KV4169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4169'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4173 ***********************************************************************
 KV4173  DESIGNATION -  RESEVOIR CHIMNEY
 KV4173  PID         -  KV4173
 KV4173  STATE/COUNTY-  NJ/ESSEX
 KV4173  USGS QUAD   -  ORANGE (1981)
 KV4173
 KV4173                         *CURRENT SURVEY CONTROL
 KV4173  ___________________________________________________________________
 KV4173* NAD 83(1996)-  40 47 53.42244(N)    074 08 21.53873(W)     ADJUSTED  
 KV4173* NAVD 88     -                                                        
 KV4173  ___________________________________________________________________
 KV4173  LAPLACE CORR-           6.16  (seconds)                    DEFLEC99
 KV4173  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KV4173
 KV4173  HORZ ORDER  -  THIRD
 KV4173
 KV4173.The horizontal coordinates were established by classical geodetic methods
 KV4173.and adjusted by the National Geodetic Survey in September 1999..
 KV4173
 KV4173
 KV4173.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4173
 KV4173.The geoid height was determined by GEOID03.
 KV4173
 KV4173;                    North         East     Units Scale Factor Converg.
 KV4173;SPC NJ       -   218,199.106   180,435.553   MT  0.99991140   +0 14 08.4
 KV4173;SPC NJ       -   715,874.90    591,978.98   sFT  0.99991140   +0 14 08.4
 KV4173;SPC NY L     -    70,135.706   288,242.974   MT  0.99999531   -0 05 28.0
 KV4173;SPC NY L     -   230,103.56    945,677.16   sFT  0.99999531   -0 05 28.0
 KV4173;UTM  18      - 4,516,709.065   572,605.571   MT  0.99966488   +0 33 44.6
 KV4173
 KV4173                          SUPERSEDED SURVEY CONTROL
 KV4173
 KV4173  NAD 83(1996)-  40 47 53.42223(N)    074 08 21.53901(W) AD(       ) 4
 KV4173  NAD 83(1986)-  40 47 53.42022(N)    074 08 21.54526(W) AD(       ) 4
 KV4173  NAD 27      -  40 47 53.01000(N)    074 08 23.03000(W) AD(       ) 3
 KV4173
 KV4173.Superseded values are not recommended for survey control.
 KV4173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4173.See file dsdata.txt to determine how the superseded data were derived.
 KV4173
 KV4173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7260616709(NAD 83)
 KV4173_MARKER: 85 = CHIMNEY
 KV4173
 KV4173  HISTORY     - Date     Condition        Report By
 KV4173  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4173
 KV4173                          STATION DESCRIPTION
 KV4173
 KV4173'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2944 ***********************************************************************
 JU2944  DESIGNATION -  RICH
 JU2944  PID         -  JU2944
 JU2944  STATE/COUNTY-  NJ/CAPE MAY
 JU2944  USGS QUAD   -  STONE HARBOR (1972)
 JU2944
 JU2944                         *CURRENT SURVEY CONTROL
 JU2944  ___________________________________________________________________
 JU2944* NAD 83(1996)-  39 00 07.06730(N)    074 51 07.07028(W)     ADJUSTED  
 JU2944* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2944  ___________________________________________________________________
 JU2944  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 JU2944  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 JU2944
 JU2944  HORZ ORDER  -  THIRD
 JU2944
 JU2944.The horizontal coordinates were established by classical geodetic methods
 JU2944.and adjusted by the National Geodetic Survey in September 1999..
 JU2944
 JU2944.The orthometric height was scaled from a topographic map.
 JU2944
 JU2944.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2944
 JU2944.The geoid height was determined by GEOID03.
 JU2944
 JU2944;                    North         East     Units Scale Factor Converg.
 JU2944;SPC NJ       -    18,777.312   119,514.478   MT  0.99991144   -0 13 17.4
 JU2944;SPC NJ       -    61,605.23    392,107.08   sFT  0.99991144   -0 13 17.4
 JU2944;UTM  18      - 4,317,004.856   512,818.348   MT  0.99960202   +0 05 35.4
 JU2944
 JU2944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2944!SPC NJ       -   1.00000546  x   0.99991144  =   0.99991690
 JU2944!UTM  18      -   1.00000546  x   0.99960202  =   0.99960748
 JU2944
 JU2944:                Primary Azimuth Mark                     Grid Az
 JU2944:SPC NJ       -  ROAD                                     026 42 55.1
 JU2944:UTM  18      -  ROAD                                     026 24 02.3
 JU2944
 JU2944|---------------------------------------------------------------------|
 JU2944| PID    Reference Object                     Distance      Geod. Az  |
 JU2944|                                                           dddmmss.s |
 JU2944| JU2946 ROAD                                APPROX. 4.2 KM 0262937.7 |
 JU2944| CB2919 RICH RM 1                             9.745 METERS 24605     |
 JU2944|---------------------------------------------------------------------|
 JU2944
 JU2944                          SUPERSEDED SURVEY CONTROL
 JU2944
 JU2944  NAD 83(1991)-  39 00 07.04925(N)    074 51 07.07569(W) AD(       ) 3
 JU2944  NAD 83(1986)-  39 00 07.04539(N)    074 51 07.07726(W) AD(       ) 3
 JU2944  NAD 27      -  39 00 06.64000(N)    074 51 08.47000(W) AD(       ) 3
 JU2944
 JU2944.Superseded values are not recommended for survey control.
 JU2944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2944.See file dsdata.txt to determine how the superseded data were derived.
 JU2944
 JU2944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1281817005(NAD 83)
 JU2944_MARKER: DS = TRIANGULATION STATION DISK
 JU2944_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU2944_SP_SET: TOP OF METAL PIPE IN CONCRETE
 JU2944
 JU2944  HISTORY     - Date     Condition        Report By
 JU2944  HISTORY     - 1936     MONUMENTED       CGS
 JU2944  HISTORY     - 1937     GOOD             CGS
 JU2944
 JU2944                          STATION DESCRIPTION
 JU2944
 JU2944'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2944'LOCATED ABOUT 2 MILES W OF WILDWOOD ON THE W BANK OF RICHARDSON
 JU2944'CHANNEL, ABOUT 300 YARDS N OF HIGHWAY BRIDGE.  BETWEEN THE STATION
 JU2944'AND RICHARDSON SOUND ARE TWO V-SHAPED ISLANDS.  THE STATION IS
 JU2944'47 FEET INSHORE FROM RICHARDSON CHANNEL (THE SHORE LINE IS VERY
 JU2944'IRREGULAR) AND 174 FEET FROM A SMALL CREEK TO THE SW.
 JU2944'
 JU2944'STATION IS MARKED, AS DESCRIBED IN NOTE 6C, BY A STANDARD DISK,
 JU2944'STAMPED RICH 1936, SET IN THE TOP OF AN 8-INCH CONCRETE-FILLED
 JU2944'TILE WHICH PROJECTS 12 INCHES ABOVE GROUND.
 JU2944'
 JU2944'REFERENCE MARK NO.1 IS SET SW OF STATION MARK.  IT IS MARKED,
 JU2944'AS DESCRIBED IN NOTE 11C, BY A STANDARD DISK, STAMPED NO.1 RICH
 JU2944'1936, SET IN AN 8-INCH CONCRETE-FILLED TILE WHICH PROJECTS 10
 JU2944'INCHES ABOVE GROUND.
 JU2944
 JU2944                          STATION RECOVERY (1937)
 JU2944
 JU2944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2944'THE STATION AND REFERENCE MARK WERE BOTH RECOVERED IN GOOD
 JU2944'CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2794 ***********************************************************************
 KU2794  DESIGNATION -  RICH 1940
 KU2794  PID         -  KU2794
 KU2794  STATE/COUNTY-  NJ/MONMOUTH
 KU2794  USGS QUAD   -  SANDY HOOK (1981)
 KU2794
 KU2794                         *CURRENT SURVEY CONTROL
 KU2794  ___________________________________________________________________
 KU2794* NAD 83(1996)-  40 23 45.72653(N)    073 59 07.65246(W)     ADJUSTED  
 KU2794* NAVD 88     -        76.     (meters)     249.     (feet)  VERTCON   
 KU2794  ___________________________________________________________________
 KU2794  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 KU2794  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KU2794
 KU2794  HORZ ORDER  -  SECOND
 KU2794
 KU2794.The horizontal coordinates were established by classical geodetic methods
 KU2794.and adjusted by the National Geodetic Survey in September 1999..
 KU2794
 KU2794.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2794
 KU2794.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2794
 KU2794.The geoid height was determined by GEOID03.
 KU2794
 KU2794;                    North         East     Units Scale Factor Converg.
 KU2794;SPC NJ       -   173,612.243   193,679.476   MT  0.99992348   +0 20 00.5
 KU2794;SPC NJ       -   569,592.83    635,430.08   sFT  0.99992348   +0 20 00.5
 KU2794;UTM  18      - 4,472,208.793   586,099.267   MT  0.99969125   +0 39 27.1
 KU2794
 KU2794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2794!SPC NJ       -   0.99999323  x   0.99992348  =   0.99991672
 KU2794!UTM  18      -   0.99999323  x   0.99969125  =   0.99968449
 KU2794
 KU2794:                Primary Azimuth Mark                     Grid Az
 KU2794:SPC NJ       -  MT MITCHELL 4                            306 21 07.8
 KU2794:UTM  18      -  MT MITCHELL 4                            306 01 41.2
 KU2794
 KU2794|---------------------------------------------------------------------|
 KU2794| PID    Reference Object                     Distance      Geod. Az  |
 KU2794|                                                           dddmmss.s |
 KU2794| KV4950 MT MITCHELL 4                       APPROX. 2.3 KM 3064108.3 |
 KU2794| KU2843 B 3 BLOOMFIELD                       66.294 METERS 33325     |
 KU2794|---------------------------------------------------------------------|
 KU2794
 KU2794                          SUPERSEDED SURVEY CONTROL
 KU2794
 KU2794  NAD 83(1986)-  40 23 45.72684(N)    073 59 07.65211(W) AD(       ) 2
 KU2794  NAD 27      -  40 23 45.33700(N)    073 59 09.16200(W) AD(       ) 2
 KU2794  NGVD 29 (07/19/86)   76.     (m)          249.     (f) VERT ANG       
 KU2794
 KU2794.Superseded values are not recommended for survey control.
 KU2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2794.See file dsdata.txt to determine how the superseded data were derived.
 KU2794
 KU2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8609972209(NAD 83)
 KU2794_MARKER: DD = SURVEY DISK
 KU2794_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KU2794+WITH SETTING: PAVEMENT
 KU2794_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU2794+STABILITY: SURFACE MOTION
 KU2794
 KU2794  HISTORY     - Date     Condition        Report By
 KU2794  HISTORY     - 1940     MONUMENTED       CGS
 KU2794  HISTORY     - 1981     GOOD             NOS
 KU2794  HISTORY     - 1988     GOOD             NOSAMC
 KU2794  HISTORY     - 19920722 GOOD             USPSQD
 KU2794
 KU2794                          STATION DESCRIPTION
 KU2794
 KU2794'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KU2794'THE STATION IS MARKED WITH A STANDARD U.S.C. AND G.S. DISK,
 KU2794'CEMENTED IN A DRILL HOLE SET FLUSH WITH THE FLOOR.  THE MARK IS
 KU2794'SET IN THE NW CORNER OF THE PARAPET JUST BELOW THE LIGHT OF THE
 KU2794'S TOWER OF NAVESINK LIGHT.  STATION WAS ORIGINALLY STAMPED
 KU2794'RICHARDSON BUT AS THERE WAS A DUPLICATION OF NAMES PART OF THE
 KU2794'NAME WAS STAMPED OUT SO THAT THE NAME IS NOW RICH.  THEREFORE
 KU2794'THE SURFACE OF THE MARK IS DEFACED.
 KU2794'
 KU2794'FROM THIS POINT THE FOLLOWING WAS DETERMINED--
 KU2794'
 KU2794'NAVESINK LIGHT, S, CENTER OF LIGHT.
 KU2794
 KU2794                          STATION RECOVERY (1981)
 KU2794
 KU2794'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 KU2794'STATION RECOVERED IN GOOD CONDITION.
 KU2794'
 KU2794'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.13 METERS.
 KU2794
 KU2794                          STATION RECOVERY (1988)
 KU2794
 KU2794'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KU2794'THE STATION WAS RECOVERED IN GOOD CONDITION. THE STATION IS LOCATED IN
 KU2794'THE NE CORNER OF THE TOWER RATHER THAN THE NW AS REPORTED IN THE
 KU2794'ORIGINAL DESCRIPTION. THE STATION IS LOCATED ON A HISTORIC LANDMARK
 KU2794'WHICH IS BEING MAINTAINED BY THE NEW JERSEY DEPARTMENT OF
 KU2794'ENVIRONMENTAL PROTECTION.
 KU2794
 KU2794                          STATION RECOVERY (1992)
 KU2794
 KU2794'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4962 ***********************************************************************
 KV4962  DESIGNATION -  RICHARDSON USCA 1940
 KV4962  PID         -  KV4962
 KV4962  STATE/COUNTY-  NJ/MONMOUTH
 KV4962  USGS QUAD   -  SANDY HOOK (1981)
 KV4962
 KV4962                         *CURRENT SURVEY CONTROL
 KV4962  ___________________________________________________________________
 KV4962* NAD 83(1996)-  40 28 08.81746(N)    074 00 06.66169(W)     ADJUSTED  
 KV4962* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV4962  ___________________________________________________________________
 KV4962  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 KV4962  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV4962
 KV4962  HORZ ORDER  -  SECOND
 KV4962
 KV4962.The horizontal coordinates were established by classical geodetic methods
 KV4962.and adjusted by the National Geodetic Survey in September 1999..
 KV4962
 KV4962.The orthometric height was scaled from a topographic map.
 KV4962
 KV4962.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4962
 KV4962.The geoid height was determined by GEOID03.
 KV4962
 KV4962;                    North         East     Units Scale Factor Converg.
 KV4962;SPC NJ       -   181,718.621   192,242.241   MT  0.99992196   +0 19 24.0
 KV4962;SPC NJ       -   596,188.51    630,714.75   sFT  0.99992196   +0 19 24.0
 KV4962;UTM  18      - 4,480,305.019   584,616.516   MT  0.99968813   +0 38 52.4
 KV4962
 KV4962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4962!SPC NJ       -   1.00000482  x   0.99992196  =   0.99992678
 KV4962!UTM  18      -   1.00000482  x   0.99968813  =   0.99969295
 KV4962
 KV4962:                Primary Azimuth Mark                     Grid Az
 KV4962:SPC NJ       -  SAND 1940                                115 39 49.7
 KV4962:UTM  18      -  SAND 1940                                115 20 21.3
 KV4962
 KV4962|---------------------------------------------------------------------|
 KV4962| PID    Reference Object                     Distance      Geod. Az  |
 KV4962|                                                           dddmmss.s |
 KV4962| KU2821 SAND 1940                           464.535 METERS 1155913.7 |
 KV4962| KU2181 TOWER H NE                          207.596 METERS 12000     |
 KV4962| KV4955 PUSEY 1940                          242.742 METERS 17820     |
 KV4962| KV4929 BC RICHARDSON 1940                   52.679 METERS 29701     |
 KV4962| KV4999 BC RICHARDSON OFFSET                 49.171 METERS 31803     |
 KV4962| KV3106 ALEXANDER                           317.131 METERS 31803     |
 KV4962|---------------------------------------------------------------------|
 KV4962
 KV4962                          SUPERSEDED SURVEY CONTROL
 KV4962
 KV4962  NAD 83(1996)-  40 28 08.81739(N)    074 00 06.66168(W) AD(       ) 2
 KV4962  NAD 83(1986)-  40 28 08.81653(N)    074 00 06.66052(W) AD(       ) 2
 KV4962  NAD 27      -  40 28 08.42900(N)    074 00 08.16000(W) AD(       ) 2
 KV4962
 KV4962.Superseded values are not recommended for survey control.
 KV4962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4962.See file dsdata.txt to determine how the superseded data were derived.
 KV4962
 KV4962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8461780305(NAD 83)
 KV4962_MARKER: DD = SURVEY DISK
 KV4962_SETTING: 0 = UNSPECIFIED SETTING
 KV4962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4962
 KV4962  HISTORY     - Date     Condition        Report By
 KV4962  HISTORY     - 1940     MONUMENTED       LOCENG
 KV4962  HISTORY     - 1962     GOOD             CGS
 KV4962  HISTORY     - 19950830 MARK NOT FOUND   USPSQD
 KV4962
 KV4962                          STATION DESCRIPTION
 KV4962
 KV4962'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (CIA)
 KV4962'THE STATION IS MARKED BY A U.S.C.A. DISK, SET IN A DRILL HOLE AT
 KV4962'THE SE CORNER OF BATTERY RICHARDSON.  IT IS ABOUT 4 FT. FROM THE
 KV4962'SE CORNER.
 KV4962
 KV4962                          STATION RECOVERY (1962)
 KV4962
 KV4962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV4962'RECOVERED IN GOOD CONDITION.  THE MARK IS COVERED
 KV4962'BY VINES AND BRUSH.
 KV4962
 KV4962                          STATION RECOVERY (1995)
 KV4962
 KV4962'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4962'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2973 ***********************************************************************
 JU2973  DESIGNATION -  RICHLAND RESET
 JU2973  PID         -  JU2973
 JU2973  STATE/COUNTY-  NJ/ATLANTIC
 JU2973  USGS QUAD   -  DOROTHY (1994)
 JU2973
 JU2973                         *CURRENT SURVEY CONTROL
 JU2973  ___________________________________________________________________
 JU2973* NAD 83(1996)-  39 29 18.97549(N)    074 51 11.33165(W)     ADJUSTED  
 JU2973* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 JU2973  ___________________________________________________________________
 JU2973  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 JU2973  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JU2973
 JU2973  HORZ ORDER  -  FIRST
 JU2973
 JU2973.The horizontal coordinates were established by classical geodetic methods
 JU2973.and adjusted by the National Geodetic Survey in September 1999..
 JU2973
 JU2973.The orthometric height was scaled from a topographic map.
 JU2973
 JU2973.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2973
 JU2973.The geoid height was determined by GEOID03.
 JU2973
 JU2973;                    North         East     Units Scale Factor Converg.
 JU2973;SPC NJ       -    72,799.497   119,622.602   MT  0.99991136   -0 13 28.5
 JU2973;SPC NJ       -   238,843.02    392,461.82   sFT  0.99991136   -0 13 28.5
 JU2973;UTM  18      - 4,371,010.099   512,628.282   MT  0.99960196   +0 05 36.2
 JU2973
 JU2973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2973!SPC NJ       -   1.00000034  x   0.99991136  =   0.99991170
 JU2973!UTM  18      -   1.00000034  x   0.99960196  =   0.99960230
 JU2973
 JU2973|---------------------------------------------------------------------|
 JU2973| PID    Reference Object                     Distance      Geod. Az  |
 JU2973|                                                           dddmmss.s |
 JU2973| CB2923 RICHLAND RM 1                        17.570 METERS 10049     |
 JU2973| CB2924 RICHLAND RM 2                        18.050 METERS 19707     |
 JU2973| JU2981 BACARDI                             APPROX.11.2 KM 2290643.7 |
 JU2973| JU3003 LANDISVILLE WATER TANK BLACK        APPROX. 8.2 KM 2995037.1 |
 JU2973| JU3004 LANDISVILLE WATER TANK SILVER       APPROX. 8.1 KM 3041309.8 |
 JU2973|---------------------------------------------------------------------|
 JU2973
 JU2973                          SUPERSEDED SURVEY CONTROL
 JU2973
 JU2973  NAD 83(1991)-  39 29 18.96299(N)    074 51 11.33103(W) AD(       ) 1
 JU2973  NAD 83(1986)-  39 29 18.95670(N)    074 51 11.32872(W) AD(       ) 1
 JU2973  NAD 27      -  39 29 18.54100(N)    074 51 12.73300(W) AD(       ) 1
 JU2973
 JU2973.Superseded values are not recommended for survey control.
 JU2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2973.See file dsdata.txt to determine how the superseded data were derived.
 JU2973
 JU2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1262871010(NAD 83)
 JU2973_MARKER: Z = SEE DESCRIPTION
 JU2973_SETTING: 0 = UNSPECIFIED SETTING
 JU2973
 JU2973  HISTORY     - Date     Condition        Report By
 JU2973  HISTORY     - 1887     MONUMENTED       CGS
 JU2973  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JU2973  HISTORY     - 1938     GOOD             CGS
 JU2973
 JU2973                          STATION DESCRIPTION
 JU2973
 JU2973'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (EAB)
 JU2973'STATION IS IN HAMILTON TOWNSHIP, ABOUT 1 MILE SOUTHEAST OF
 JU2973'RICHLAND, WEST JERSEY RAILROAD STATION, ABOUT 200 YARDS WEST OF
 JU2973'ATLANTIC CITY BRANCH OF WEST JERSEY RAILROAD AND A SHORT
 JU2973'DISTANCE EAST OF THE TOWNSHIP LINE OF HAMILTON AND BUENA VISTA
 JU2973'TOWNSHIPS.  IT IS SITUATED ON THE PROPERTY OF MR. FOX OF
 JU2973'PHILADELPHIA.  TO GET TO THE TRIANGULATION STATION, GO ALONG
 JU2973'THE WEST JERSEY RAILROAD FROM RICHLAND SOUTHEASTERLY OR TOWARD
 JU2973'ATLANTIC CITY FOR 675 PACES TO A MARBLE POST ON THE NORTH SIDE
 JU2973'OF RAILROAD, WHICH MARKS THE ABOVE-MENTIONED TOWNSHIP LINE,
 JU2973'CONTINUE ALONG RAILROAD FOR 400 PACES TO A SMALL BLAZED,
 JU2973'PINE TREE ON SOUTH SIDE OF RAILROAD, THENCE LEAVING THE
 JU2973'RAILROAD GO IN A GENERAL SOUTHEASTERLY DIRECTION ALONG LINE
 JU2973'OF BLAZED TREES, FOR 630 PACES TO STATION.  THE BEARINGS OF THE
 JU2973'PATH FROM THE RAILROAD TO STATION ALONG LINE OF BLAZED
 JU2973'TREES ARE AS FOLLOWS, FROM CENTER OF RAILROAD TRACK--
 JU2973'
 JU2973'S. 25 DEG W., 17 PACES TO A BLAZED PINE.  S. 19 DEG E., 33 PACES
 JU2973'TO BLAZED PINE.  S. 03 DEG E., 69 PACES TO ABOVE-MENTIONED BLAZED
 JU2973'PINE.  S. 30 DEG E., 33 PACES TO BLAZED PINE.  S. 17 DEG E., 44
 JU2973'PACES TO A BLAZED PINE.  S. 31 DEG E., 45 PACES.  NO TREE.
 JU2973
 JU2973                          STATION RECOVERY (1935)
 JU2973
 JU2973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU2973'THE STATION, 1 MILE SOUTHEAST OF RICHLAND, WAS RECOVERED IN GOOD
 JU2973'CONDITION.  IT IS A 6- BY 6-INCH GRANITE POST PROJECTING 9 INCHES
 JU2973'ABOVE THE SURFACE OF THE GROUND, WITH THE LETTERS U.S. CUT ON
 JU2973'EACH OF THE FOUR SIDES.  A STANDARD STATION MARK DISK WAS SET
 JU2973'IN THE TOP OF THE MONUMENT TO REPLACE THE 2-INCH EQUILATERAL
 JU2973'TRIANGLE WHICH HAD ORIGINALLY BEEN CUT IN THE TOP OF THE
 JU2973'MONUMENT.  THE STATION IS LOCATED IN A WOODS OF YOUNG PINE AND
 JU2973'OAK TREES, ABOUT 300 FEET FROM THE EDGE OF THE WOODS.  IT IS
 JU2973'APPROXIMATELY IN THE CENTER OF A TRIANGLE FORMED BY 3 YOUNG
 JU2973'PINE TREES.  IT IS 11.4 FEET NORTH OF AN 8-INCH BLAZED PINE,
 JU2973'11.2 FEET SOUTH-SOUTHEAST OF A 5-INCH BLAZED PINE AND 12.8
 JU2973'FEET SOUTHWEST OF A 4-INCH BLAZED PINE.  THE STATION MARK IS
 JU2973'STAMPED RICHLAND 1887 - 1935.
 JU2973'
 JU2973'THE REFERENCE MARKS ARE GONE.  TWO NEW STANDARD REFERENCE
 JU2973'MARKS WERE SET AT THE STATION.  THEY ARE STANDARD MARKS SET IN
 JU2973'12-INCH SQUARE BLOCKS OF CONCRETE, AND PROJECT 3 INCHES ABOVE
 JU2973'THE SURFACE OF THE GROUND.
 JU2973'
 JU2973'REFERENCE MARK NO. 1 IS 57.60 FEET (17.570 METERS) EAST OF THE
 JU2973'STATION, 1-1/2 PACES SOUTHWEST OF A 3-INCH OAK AND 7 PACES EAST
 JU2973'OF 3-INCH TWIN PINE TREES.
 JU2973'
 JU2973'REFERENCE MARK NO. 2 IS 59.23 FEET (18.050 METERS) SOUTH OF THE
 JU2973'STATION, 2 PACES SOUTHWEST OF AN 8-INCH OAK AND 3 PACES EAST OF
 JU2973'2-INCH TWIN OAK TREES.
 JU2973'
 JU2973'NO PROMINENT OBJECTS WERE VISIBLE FROM THE GROUND AT THIS STATION.
 JU2973'
 JU2973'A 77-FOOT TOWER WILL CLEAR ALL LINES OBSERVED FROM THIS STATION.
 JU2973
 JU2973                          STATION RECOVERY (1938)
 JU2973
 JU2973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (STI)
 JU2973'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4025 ***********************************************************************
 KV4025  DESIGNATION -  RIDGE
 KV4025  PID         -  KV4025
 KV4025  STATE/COUNTY-  NJ/BERGEN
 KV4025  USGS QUAD   -  WEEHAWKEN (1995)
 KV4025
 KV4025                         *CURRENT SURVEY CONTROL
 KV4025  ___________________________________________________________________
 KV4025* NAD 83(1996)-  40 51 21.72736(N)    074 01 50.59657(W)     ADJUSTED  
 KV4025* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4025  ___________________________________________________________________
 KV4025  LAPLACE CORR-           7.73  (seconds)                    DEFLEC99
 KV4025  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV4025
 KV4025  HORZ ORDER  -  THIRD
 KV4025
 KV4025.The horizontal coordinates were established by classical geodetic methods
 KV4025.and adjusted by the National Geodetic Survey in September 1999..
 KV4025
 KV4025.The orthometric height was scaled from a topographic map.
 KV4025
 KV4025.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4025
 KV4025.The geoid height was determined by GEOID03.
 KV4025
 KV4025;                    North         East     Units Scale Factor Converg.
 KV4025;SPC NJ       -   224,667.522   189,564.745   MT  0.99991926   +0 18 25.2
 KV4025;SPC NJ       -   737,096.70    621,930.33   sFT  0.99991926   +0 18 25.2
 KV4025;SPC NY L     -    76,552.440   297,409.658   MT  0.99999491   -0 01 12.3
 KV4025;SPC NY L     -   251,155.80    975,751.52   sFT  0.99999491   -0 01 12.3
 KV4025;UTM  18      - 4,523,227.888   581,695.509   MT  0.99968215   +0 38 02.8
 KV4025
 KV4025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4025!SPC NJ       -   1.00000488  x   0.99991926  =   0.99992414
 KV4025!SPC NY L     -   1.00000488  x   0.99999491  =   0.99999979
 KV4025!UTM  18      -   1.00000488  x   0.99968215  =   0.99968703
 KV4025
 KV4025|---------------------------------------------------------------------|
 KV4025| PID    Reference Object                     Distance      Geod. Az  |
 KV4025|                                                           dddmmss.s |
 KV4025| KV3934 PARK                                165.507 METERS 06104     |
 KV4025| KV4030 EAST RIDGEFIELD BOATHOUSE USE       446.872 METERS 1494348.6 |
 KV4025| KV3988 W RIDGEFIELD BOATHOUSE              422.372 METERS 1671811.5 |
 KV4025| CB5504 RIDGE RM 2                                         17048     |
 KV4025| CB5503 RIDGE RM 1                                         28444     |
 KV4025| KV3940 SAND                                450.320 METERS 3281925.9 |
 KV4025| KV3939 FILL                                424.134 METERS 3445908.3 |
 KV4025|---------------------------------------------------------------------|
 KV4025
 KV4025                          SUPERSEDED SURVEY CONTROL
 KV4025
 KV4025  NAD 83(1996)-  40 51 21.72719(N)    074 01 50.59667(W) AD(       ) 3
 KV4025  NAD 83(1996)-  40 51 21.72606(N)    074 01 50.59814(W) AD(       ) 3
 KV4025  NAD 83(1992)-  40 51 21.72421(N)    074 01 50.59882(W) AD(       ) 3
 KV4025  NAD 83(1986)-  40 51 21.73161(N)    074 01 50.59427(W) AD(       ) 3
 KV4025  NAD 27      -  40 51 21.37200(N)    074 01 52.09600(W) AD(       ) 3
 KV4025
 KV4025.Superseded values are not recommended for survey control.
 KV4025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4025.See file dsdata.txt to determine how the superseded data were derived.
 KV4025
 KV4025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8169623228(NAD 83)
 KV4025_MARKER: DS = TRIANGULATION STATION DISK
 KV4025_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4025_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4025
 KV4025  HISTORY     - Date     Condition        Report By
 KV4025  HISTORY     - 1914     MONUMENTED       CGS
 KV4025  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV4025
 KV4025                          STATION DESCRIPTION
 KV4025
 KV4025'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV4025'STATION IS ON THE W SIDE OF HACKENSACK RIVER, OPPOSITE TO THE
 KV4025'CENTRAL PART OF RIDGEFIELD PARK, ABOUT 1/2 MILE ABOVE THE BERGEN
 KV4025'TURNPIKE BRIDGE, AND 3/4 MILE BELOW A WHARF OF SOUTHERN PART
 KV4025'OF HACKENSACK.
 KV4025'
 KV4025'THE STATION IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP
 KV4025'OF 4-INCH TILE PIPE PROJECTING 2 INCHES ABOVE THE GROUND.
 KV4025'
 KV4025'THE SUBSURFACE MARK IS A BURIED BOTTLE.
 KV4025'
 KV4025'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CEMENT CONTAINED
 KV4025'IN A 4-INCH TILE PIPE, WHICH PROJECTS 2 INCHES ABOVE THE GROUND,
 KV4025'ARE PLACED RESPECTIVELY 17.068 METERS (56.00 FEET) N 65 DEG W
 KV4025'AND 16.593 METERS (54.44 FEET) S 3 DEG W FROM THE STATION.
 KV4025
 KV4025                          STATION RECOVERY (1932)
 KV4025
 KV4025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4025'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4031 ***********************************************************************
 KV4031  DESIGNATION -  RIDGEFIELD L P MAES HSE TOWER
 KV4031  PID         -  KV4031
 KV4031  STATE/COUNTY-  NJ/BERGEN
 KV4031  USGS QUAD   -  WEEHAWKEN (1995)
 KV4031
 KV4031                         *CURRENT SURVEY CONTROL
 KV4031  ___________________________________________________________________
 KV4031* NAD 83(1996)-  40 49 39.80611(N)    074 00 35.14884(W)     ADJUSTED  
 KV4031* NAVD 88     -                                                        
 KV4031  ___________________________________________________________________
 KV4031  LAPLACE CORR-           7.66  (seconds)                    DEFLEC99
 KV4031  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 KV4031
 KV4031  HORZ ORDER  -  THIRD
 KV4031
 KV4031.The horizontal coordinates were established by classical geodetic methods
 KV4031.and adjusted by the National Geodetic Survey in September 1999..
 KV4031
 KV4031
 KV4031.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4031
 KV4031.The geoid height was determined by GEOID03.
 KV4031
 KV4031;                    North         East     Units Scale Factor Converg.
 KV4031;SPC NJ       -   221,533.487   191,349.280   MT  0.99992104   +0 19 13.9
 KV4031;SPC NJ       -   726,814.45    627,785.10   sFT  0.99992104   +0 19 13.9
 KV4031;SPC NY L     -    73,408.036   299,176.409   MT  0.99999498   -0 00 23.0
 KV4031;SPC NY L     -   240,839.53    981,547.94   sFT  0.99999498   -0 00 23.0
 KV4031;UTM  18      - 4,520,104.827   583,497.476   MT  0.99968581   +0 38 50.8
 KV4031
 KV4031                          SUPERSEDED SURVEY CONTROL
 KV4031
 KV4031  NAD 83(1996)-  40 49 39.80593(N)    074 00 35.14894(W) AD(       ) 4
 KV4031  NAD 83(1996)-  40 49 39.80449(N)    074 00 35.15054(W) AD(       ) 4
 KV4031  NAD 83(1992)-  40 49 39.80348(N)    074 00 35.15144(W) AD(       ) 4
 KV4031  NAD 83(1986)-  40 49 39.80825(N)    074 00 35.14456(W) AD(       ) 4
 KV4031  NAD 27      -  40 49 39.44700(N)    074 00 36.64700(W) AD(       ) 3
 KV4031
 KV4031.Superseded values are not recommended for survey control.
 KV4031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4031.See file dsdata.txt to determine how the superseded data were derived.
 KV4031
 KV4031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8349720105(NAD 83)
 KV4031_MARKER: 55 = TOWER
 KV4031
 KV4031  HISTORY     - Date     Condition        Report By
 KV4031  HISTORY     - 1914     FIRST OBSERVED   CGS
 KV4031  HISTORY     - 1932     GOOD             CGS
 KV4031
 KV4031                          STATION DESCRIPTION
 KV4031
 KV4031'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4031'STATION RECOVERED IN GOOD CONDITION.  NO DESCRIPTION AVAILABLE.
 KV4031'
 KV4031'THE HOUSE TOWER, E OF THE HACKENSACK RIVER, IN RIDGEFIELD ON THE
 KV4031'HILLSIDE E OF BROAD AVENUE, BETWEEN PLEASANT VIEW TERRACE AND
 KV4031'LANCASTER ROAD, RISING FROM THE GROUND FROM THE W SIDE OF THE
 KV4031'HOUSE OCCUPIED BY MR. L.P. MAES.  IT IS A SQUARE, 3-STORY WOODEN
 KV4031'TOWER HAVING A SLIGHTLY SLOPING RED, METAL-SHEATHED ROOF.
 KV4031'
 KV4031'THE STATION IS THE ROOFS PINNACLE APEX, APPROXIMATELY 40 FEET
 KV4031'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3977 ***********************************************************************
 KV3977  DESIGNATION -  RIDGEFIELD LOWE PAPER CHIMNEY
 KV3977  PID         -  KV3977
 KV3977  STATE/COUNTY-  NJ/BERGEN
 KV3977  USGS QUAD   -  WEEHAWKEN (1995)
 KV3977
 KV3977                         *CURRENT SURVEY CONTROL
 KV3977  ___________________________________________________________________
 KV3977* NAD 83(1996)-  40 50 10.23386(N)    074 00 38.75147(W)     ADJUSTED  
 KV3977* NAVD 88     -                                                        
 KV3977  ___________________________________________________________________
 KV3977  LAPLACE CORR-           7.79  (seconds)                    DEFLEC99
 KV3977  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 KV3977
 KV3977  HORZ ORDER  -  THIRD
 KV3977
 KV3977.The horizontal coordinates were established by classical geodetic methods
 KV3977.and adjusted by the National Geodetic Survey in September 1999..
 KV3977
 KV3977
 KV3977.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3977
 KV3977.The geoid height was determined by GEOID03.
 KV3977
 KV3977;                    North         East     Units Scale Factor Converg.
 KV3977;SPC NJ       -   222,471.544   191,259.632   MT  0.99992095   +0 19 11.7
 KV3977;SPC NJ       -   729,892.06    627,490.98   sFT  0.99992095   +0 19 11.7
 KV3977;SPC NY L     -    74,346.658   299,092.110   MT  0.99999493   -0 00 25.3
 KV3977;SPC NY L     -   243,918.99    981,271.36   sFT  0.99999493   -0 00 25.3
 KV3977;UTM  18      - 4,521,042.136   583,402.500   MT  0.99968561   +0 38 48.8
 KV3977
 KV3977                          SUPERSEDED SURVEY CONTROL
 KV3977
 KV3977  NAD 83(1996)-  40 50 10.23373(N)    074 00 38.75150(W) AD(       ) 4
 KV3977  NAD 83(1996)-  40 50 10.23247(N)    074 00 38.75279(W) AD(       ) 4
 KV3977  NAD 83(1992)-  40 50 10.23132(N)    074 00 38.75369(W) AD(       ) 4
 KV3977  NAD 83(1986)-  40 50 10.23676(N)    074 00 38.74697(W) AD(       ) 4
 KV3977  NAD 27      -  40 50 09.87400(N)    074 00 40.25100(W) AD(       ) 3
 KV3977
 KV3977.Superseded values are not recommended for survey control.
 KV3977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3977.See file dsdata.txt to determine how the superseded data were derived.
 KV3977
 KV3977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8340221042(NAD 83)
 KV3977_MARKER: 85 = CHIMNEY
 KV3977
 KV3977  HISTORY     - Date     Condition        Report By
 KV3977  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3977
 KV3977                          STATION DESCRIPTION
 KV3977
 KV3977'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3977'THE CHIMNEY E OF THE HACKENSACK RIVER, IN RIDGEFIELD ON THE N SIDE
 KV3977'OF RIVER STREET BETWEEN THE NEW YORK, SUSQUEHANNA AND WESTERN
 KV3977'RAILROAD TRACKS AND THE HACKENSACK RIVER, IN THE PLANT OF THE LOWE
 KV3977'PAPER COMPANY, RISING FROM THE GROUND AT THE E SIDE OF THE POWER
 KV3977'HOUSE.  IT IS A RED BRICK CHIMNEY HAVING TWO DISTINCTIVE WHITE
 KV3977'BANDS ENCIRCLING ITS TOP.  A TANK IS LOCATED APPROXIMATELY 40
 KV3977'METERS NORTHWARD.
 KV3977'
 KV3977'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 175 FEET ABOVE
 KV3977'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3987 ***********************************************************************
 KV3987  DESIGNATION -  RIDGEFIELD LOWE PAPER TANK
 KV3987  PID         -  KV3987
 KV3987  STATE/COUNTY-  NJ/BERGEN
 KV3987  USGS QUAD   -  WEEHAWKEN (1995)
 KV3987
 KV3987                         *CURRENT SURVEY CONTROL
 KV3987  ___________________________________________________________________
 KV3987* NAD 83(1996)-  40 50 11.42036(N)    074 00 39.47418(W)     ADJUSTED  
 KV3987* NAVD 88     -                                                        
 KV3987  ___________________________________________________________________
 KV3987  LAPLACE CORR-           7.79  (seconds)                    DEFLEC99
 KV3987  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 KV3987
 KV3987  HORZ ORDER  -  THIRD
 KV3987
 KV3987.The horizontal coordinates were established by classical geodetic methods
 KV3987.and adjusted by the National Geodetic Survey in September 1999..
 KV3987
 KV3987
 KV3987.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3987
 KV3987.The geoid height was determined by GEOID03.
 KV3987
 KV3987;                    North         East     Units Scale Factor Converg.
 KV3987;SPC NJ       -   222,508.046   191,242.497   MT  0.99992093   +0 19 11.2
 KV3987;SPC NJ       -   730,011.81    627,434.76   sFT  0.99992093   +0 19 11.2
 KV3987;SPC NY L     -    74,383.261   299,075.182   MT  0.99999493   -0 00 25.8
 KV3987;SPC NY L     -   244,039.08    981,215.83   sFT  0.99999493   -0 00 25.8
 KV3987;UTM  18      - 4,521,078.532   583,385.161   MT  0.99968558   +0 38 48.4
 KV3987
 KV3987                          SUPERSEDED SURVEY CONTROL
 KV3987
 KV3987  NAD 83(1996)-  40 50 11.42022(N)    074 00 39.47421(W) AD(       ) 4
 KV3987  NAD 83(1996)-  40 50 11.41896(N)    074 00 39.47553(W) AD(       ) 4
 KV3987  NAD 83(1992)-  40 50 11.41782(N)    074 00 39.47648(W) AD(       ) 4
 KV3987  NAD 83(1986)-  40 50 11.42328(N)    074 00 39.46968(W) AD(       ) 4
 KV3987  NAD 27      -  40 50 11.06100(N)    074 00 40.97400(W) AD(       ) 3
 KV3987
 KV3987.Superseded values are not recommended for survey control.
 KV3987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3987.See file dsdata.txt to determine how the superseded data were derived.
 KV3987
 KV3987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8338521079(NAD 83)
 KV3987_MARKER: 53 = ELEVATED TANK
 KV3987
 KV3987  HISTORY     - Date     Condition        Report By
 KV3987  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3987
 KV3987                          STATION DESCRIPTION
 KV3987
 KV3987'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3987'THE WATER TANK E OF THE HACKENSACK RIVER, IN RIDGEFIELD ON THE N
 KV3987'SIDE OF RIVER STREET BETWEEN THE NEW YORK, SUSQUEHANNA AND WESTERN
 KV3987'RAILROAD TRACKS AND THE HACKENSACK RIVER, IN THE PLANT OF THE LOWE
 KV3987'PAPER COMPANY, RISING FROM THE GROUND TO THE W OF THE POWER
 KV3987'HOUSE.  IT IS A CONICAL-TOP, UNPAINTED, WOODEN WATER TANK
 KV3987'SUPPORTED BY A STEEL SPIDER STRUCTURE.
 KV3987'
 KV3987'THE STATION IS THE TANKS PINNACLE-APEX, APPROXIMATELY 120 FEET
 KV3987'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4046 ***********************************************************************
 KV4046  DESIGNATION -  RIDGEFIELD NATL BANK FP 1932
 KV4046  PID         -  KV4046
 KV4046  STATE/COUNTY-  NJ/BERGEN
 KV4046  USGS QUAD   -  WEEHAWKEN (1995)
 KV4046
 KV4046                         *CURRENT SURVEY CONTROL
 KV4046  ___________________________________________________________________
 KV4046* NAD 83(1996)-  40 50 01.37911(N)    074 00 36.70718(W)     ADJUSTED  
 KV4046* NAVD 88     -                                                        
 KV4046  ___________________________________________________________________
 KV4046  LAPLACE CORR-           7.76  (seconds)                    DEFLEC99
 KV4046  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 KV4046
 KV4046  HORZ ORDER  -  THIRD
 KV4046
 KV4046.The horizontal coordinates were established by classical geodetic methods
 KV4046.and adjusted by the National Geodetic Survey in September 1999..
 KV4046
 KV4046
 KV4046.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4046
 KV4046.The geoid height was determined by GEOID03.
 KV4046
 KV4046;                    North         East     Units Scale Factor Converg.
 KV4046;SPC NJ       -   222,198.691   191,309.049   MT  0.99992100   +0 19 13.0
 KV4046;SPC NJ       -   728,996.87    627,653.10   sFT  0.99992100   +0 19 13.0
 KV4046;SPC NY L     -    74,073.508   299,139.973   MT  0.99999494   -0 00 24.0
 KV4046;SPC NY L     -   243,022.83    981,428.39   sFT  0.99999494   -0 00 24.0
 KV4046;UTM  18      - 4,520,769.634   583,453.461   MT  0.99968572   +0 38 50.1
 KV4046
 KV4046                          SUPERSEDED SURVEY CONTROL
 KV4046
 KV4046  NAD 83(1996)-  40 50 01.37894(N)    074 00 36.70728(W) AD(       ) 4
 KV4046  NAD 83(1996)-  40 50 01.37749(N)    074 00 36.70888(W) AD(       ) 4
 KV4046  NAD 83(1992)-  40 50 01.37655(N)    074 00 36.70977(W) AD(       ) 4
 KV4046  NAD 83(1986)-  40 50 01.38156(N)    074 00 36.70279(W) AD(       ) 4
 KV4046  NAD 27      -  40 50 01.02000(N)    074 00 38.21000(W) AD(       ) 3
 KV4046
 KV4046.Superseded values are not recommended for survey control.
 KV4046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4046.See file dsdata.txt to determine how the superseded data were derived.
 KV4046
 KV4046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8345320770(NAD 83)
 KV4046_MARKER: 62 = FLAGPOLE
 KV4046
 KV4046  HISTORY     - Date     Condition        Report By
 KV4046  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4046
 KV4046                          STATION DESCRIPTION
 KV4046
 KV4046'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV4046'SEE STATION RID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3933 ***********************************************************************
 KV3933  DESIGNATION -  RIDGEFIELD PARK BELL TOWER
 KV3933  PID         -  KV3933
 KV3933  STATE/COUNTY-  NJ/BERGEN
 KV3933  USGS QUAD   -  WEEHAWKEN (1995)
 KV3933
 KV3933                         *CURRENT SURVEY CONTROL
 KV3933  ___________________________________________________________________
 KV3933* NAD 83(1996)-  40 51 21.96038(N)    074 01 28.65860(W)     ADJUSTED  
 KV3933* NAVD 88     -                                                        
 KV3933  ___________________________________________________________________
 KV3933  LAPLACE CORR-           7.74  (seconds)                    DEFLEC99
 KV3933  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 KV3933
 KV3933  HORZ ORDER  -  THIRD
 KV3933
 KV3933.The horizontal coordinates were established by classical geodetic methods
 KV3933.and adjusted by the National Geodetic Survey in September 1999..
 KV3933
 KV3933
 KV3933.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3933
 KV3933.The geoid height was determined by GEOID03.
 KV3933
 KV3933;                    North         East     Units Scale Factor Converg.
 KV3933;SPC NJ       -   224,677.481   190,078.481   MT  0.99991976   +0 18 39.5
 KV3933;SPC NJ       -   737,129.37    623,615.82   sFT  0.99991976   +0 18 39.5
 KV3933;SPC NY L     -    76,559.466   297,923.481   MT  0.99999491   -0 00 58.0
 KV3933;SPC NY L     -   251,178.85    977,437.29   sFT  0.99999491   -0 00 58.0
 KV3933;UTM  18      - 4,523,240.776   582,209.058   MT  0.99968318   +0 38 17.1
 KV3933
 KV3933                          SUPERSEDED SURVEY CONTROL
 KV3933
 KV3933  NAD 83(1996)-  40 51 21.96021(N)    074 01 28.65869(W) AD(       ) 4
 KV3933  NAD 83(1996)-  40 51 21.95906(N)    074 01 28.66000(W) AD(       ) 4
 KV3933  NAD 83(1992)-  40 51 21.95719(N)    074 01 28.66108(W) AD(       ) 4
 KV3933  NAD 83(1986)-  40 51 21.96474(N)    074 01 28.65534(W) AD(       ) 4
 KV3933  NAD 27      -  40 51 21.61000(N)    074 01 30.16000(W) AD(       ) 3
 KV3933
 KV3933.Superseded values are not recommended for survey control.
 KV3933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3933.See file dsdata.txt to determine how the superseded data were derived.
 KV3933
 KV3933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8220923241(NAD 83)
 KV3933_MARKER: 55 = TOWER
 KV3933
 KV3933  HISTORY     - Date     Condition        Report By
 KV3933  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV3933
 KV3933                          STATION DESCRIPTION
 KV3933
 KV3933'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3991 ***********************************************************************
 KV3991  DESIGNATION -  RIDGEFIELD PARK FLINTKOTE TANK
 KV3991  PID         -  KV3991
 KV3991  STATE/COUNTY-  NJ/BERGEN
 KV3991  USGS QUAD   -  WEEHAWKEN (1995)
 KV3991
 KV3991                         *CURRENT SURVEY CONTROL
 KV3991  ___________________________________________________________________
 KV3991* NAD 83(1996)-  40 51 02.36812(N)    074 01 41.53970(W)     ADJUSTED  
 KV3991* NAVD 88     -                                                        
 KV3991  ___________________________________________________________________
 KV3991  LAPLACE CORR-           7.75  (seconds)                    DEFLEC99
 KV3991  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KV3991
 KV3991  HORZ ORDER  -  THIRD
 KV3991
 KV3991.The horizontal coordinates were established by classical geodetic methods
 KV3991.and adjusted by the National Geodetic Survey in September 1999..
 KV3991
 KV3991
 KV3991.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3991
 KV3991.The geoid height was determined by GEOID03.
 KV3991
 KV3991;                    North         East     Units Scale Factor Converg.
 KV3991;SPC NJ       -   224,071.534   189,780.068   MT  0.99991947   +0 18 31.0
 KV3991;SPC NJ       -   735,141.36    622,636.77   sFT  0.99991947   +0 18 31.0
 KV3991;SPC NY L     -    75,955.187   297,621.591   MT  0.99999490   -0 01 06.4
 KV3991;SPC NY L     -   249,196.31    976,446.84   sFT  0.99999490   -0 01 06.4
 KV3991;UTM  18      - 4,522,633.280   581,914.179   MT  0.99968259   +0 38 08.4
 KV3991
 KV3991                          SUPERSEDED SURVEY CONTROL
 KV3991
 KV3991  NAD 83(1996)-  40 51 02.36798(N)    074 01 41.53979(W) AD(       ) 4
 KV3991  NAD 83(1996)-  40 51 02.36670(N)    074 01 41.54142(W) AD(       ) 4
 KV3991  NAD 83(1992)-  40 51 02.36529(N)    074 01 41.54200(W) AD(       ) 4
 KV3991  NAD 83(1986)-  40 51 02.37283(N)    074 01 41.53652(W) AD(       ) 4
 KV3991  NAD 27      -  40 51 02.01000(N)    074 01 43.04000(W) AD(       ) 3
 KV3991
 KV3991.Superseded values are not recommended for survey control.
 KV3991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3991.See file dsdata.txt to determine how the superseded data were derived.
 KV3991
 KV3991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8191422633(NAD 83)
 KV3991_MARKER: 53 = ELEVATED TANK
 KV3991
 KV3991  HISTORY     - Date     Condition        Report By
 KV3991  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3991
 KV3991                          STATION DESCRIPTION
 KV3991
 KV3991'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3991'THE PROMINENT WATER TANK ON THE E BANK OF THE HACKENSACK RIVER, IN
 KV3991'RIDGEFIELD PARK APPROXIMATELY 300 METERS N OF BERGEN TURNPIKE,
 KV3991'RISING FROM THE GROUND AT THE N OF THE IRREGULARLY-SHAPED BUILDINGS
 KV3991'OF THE FLINTKOTE CORPORATION.  IT IS AN ORDINARY TYPE,
 KV3991'CONICAL-TOP, BLACK, STEEL TANK SUPPORTED BY A STEEL SPIDER
 KV3991'STRUCTURE AND HAVING THE NAME FLINTKOTE LETTERED ON ITS SIDES.
 KV3991'
 KV3991'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 125 FEET
 KV3991'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3992 ***********************************************************************
 KV3992  DESIGNATION -  RIDGEFIELD PARK FLINTKOTE CHIM
 KV3992  PID         -  KV3992
 KV3992  STATE/COUNTY-  NJ/BERGEN
 KV3992  USGS QUAD   -  WEEHAWKEN (1995)
 KV3992
 KV3992                         *CURRENT SURVEY CONTROL
 KV3992  ___________________________________________________________________
 KV3992* NAD 83(1996)-  40 51 01.26972(N)    074 01 41.76205(W)     ADJUSTED  
 KV3992* NAVD 88     -                                                        
 KV3992  ___________________________________________________________________
 KV3992  LAPLACE CORR-           7.75  (seconds)                    DEFLEC99
 KV3992  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KV3992
 KV3992  HORZ ORDER  -  THIRD
 KV3992
 KV3992.The horizontal coordinates were established by classical geodetic methods
 KV3992.and adjusted by the National Geodetic Survey in September 1999..
 KV3992
 KV3992
 KV3992.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3992
 KV3992.The geoid height was determined by GEOID03.
 KV3992
 KV3992;                    North         East     Units Scale Factor Converg.
 KV3992;SPC NJ       -   224,037.626   189,775.043   MT  0.99991947   +0 18 30.8
 KV3992;SPC NJ       -   735,030.11    622,620.29   sFT  0.99991947   +0 18 30.8
 KV3992;SPC NY L     -    75,921.306   297,616.372   MT  0.99999490   -0 01 06.6
 KV3992;SPC NY L     -   249,085.15    976,429.71   sFT  0.99999490   -0 01 06.6
 KV3992;UTM  18      - 4,522,599.352   581,909.348   MT  0.99968258   +0 38 08.3
 KV3992
 KV3992                          SUPERSEDED SURVEY CONTROL
 KV3992
 KV3992  NAD 83(1996)-  40 51 01.26959(N)    074 01 41.76214(W) AD(       ) 4
 KV3992  NAD 83(1996)-  40 51 01.26829(N)    074 01 41.76376(W) AD(       ) 4
 KV3992  NAD 83(1992)-  40 51 01.26689(N)    074 01 41.76434(W) AD(       ) 4
 KV3992  NAD 83(1986)-  40 51 01.27439(N)    074 01 41.75889(W) AD(       ) 4
 KV3992  NAD 27      -  40 51 00.91200(N)    074 01 43.26200(W) AD(       ) 3
 KV3992
 KV3992.Superseded values are not recommended for survey control.
 KV3992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3992.See file dsdata.txt to determine how the superseded data were derived.
 KV3992
 KV3992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8190922599(NAD 83)
 KV3992_MARKER: 85 = CHIMNEY
 KV3992
 KV3992  HISTORY     - Date     Condition        Report By
 KV3992  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3992
 KV3992                          STATION DESCRIPTION
 KV3992
 KV3992'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3992'THE PROMINENT CHIMNEY ON THE E BANK OF THE HACKENSACK RIVER, IN
 KV3992'RIDGEFIELD PARK APPROXIMATELY 300 METERS N OF BERGEN TURNPIKE AND
 KV3992'JUST S OF THE NEW HIGHWAY BRIDGE, IN THE PLANT OF THE FLINTKOTE
 KV3992'CORPORATION, RISING FROM THE GROUND AT THE N END OF THE RED BRICK,
 KV3992'ORANGE TILE-ROOFED POWER HOUSE (THE NORTHERNMOST BUILDING IN THE
 KV3992'PLANT).  IT IS A YELLOW BRICK CHIMNEY HAVING A BASE
 KV3992'CIRCUMFERENCE OF 14 METERS.
 KV3992'
 KV3992'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 175 FEET ABOVE
 KV3992'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3938 ***********************************************************************
 KV3938  DESIGNATION -  RIDGEFIELD PARK MUN BLDG CUP
 KV3938  PID         -  KV3938
 KV3938  STATE/COUNTY-  NJ/BERGEN
 KV3938  USGS QUAD   -  WEEHAWKEN (1995)
 KV3938
 KV3938                         *CURRENT SURVEY CONTROL
 KV3938  ___________________________________________________________________
 KV3938* NAD 83(1996)-  40 51 29.14473(N)    074 01 30.18787(W)     ADJUSTED  
 KV3938* NAVD 88     -                                                        
 KV3938  ___________________________________________________________________
 KV3938  LAPLACE CORR-           7.76  (seconds)                    DEFLEC99
 KV3938  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KV3938
 KV3938  HORZ ORDER  -  THIRD
 KV3938
 KV3938.The horizontal coordinates were established by classical geodetic methods
 KV3938.and adjusted by the National Geodetic Survey in September 1999..
 KV3938
 KV3938
 KV3938.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3938
 KV3938.The geoid height was determined by GEOID03.
 KV3938
 KV3938;                    North         East     Units Scale Factor Converg.
 KV3938;SPC NJ       -   224,898.885   190,041.464   MT  0.99991973   +0 18 38.6
 KV3938;SPC NJ       -   737,855.76    623,494.37   sFT  0.99991973   +0 18 38.6
 KV3938;SPC NY L     -    76,781.094   297,887.726   MT  0.99999491   -0 00 59.0
 KV3938;SPC NY L     -   251,905.97    977,319.98   sFT  0.99999491   -0 00 59.0
 KV3938;UTM  18      - 4,523,461.913   582,170.787   MT  0.99968310   +0 38 16.2
 KV3938
 KV3938                          SUPERSEDED SURVEY CONTROL
 KV3938
 KV3938  NAD 83(1996)-  40 51 29.14462(N)    074 01 30.18796(W) AD(       ) 4
 KV3938  NAD 83(1996)-  40 51 29.14346(N)    074 01 30.18929(W) AD(       ) 4
 KV3938  NAD 83(1992)-  40 51 29.14168(N)    074 01 30.19034(W) AD(       ) 4
 KV3938  NAD 83(1986)-  40 51 29.15000(N)    074 01 30.18494(W) AD(       ) 4
 KV3938  NAD 27      -  40 51 28.78800(N)    074 01 31.68700(W) AD(       ) 3
 KV3938
 KV3938.Superseded values are not recommended for survey control.
 KV3938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3938.See file dsdata.txt to determine how the superseded data were derived.
 KV3938
 KV3938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8217123462(NAD 83)
 KV3938_MARKER: 86 = CUPOLA
 KV3938
 KV3938  HISTORY     - Date     Condition        Report By
 KV3938  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3938
 KV3938                          STATION DESCRIPTION
 KV3938
 KV3938'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3938'THE CUPOLA, E OF THE HACKENSACK RIVER, IN RIDGEFIELD PARK AT THE
 KV3938'NW CORNER OF MAIN AND PARKS STREETS, ATOP THE 2 1/2-STORY, RED
 KV3938'BRICK MUNICIPAL BUILDING, RISING FROM A SQUARE TOWER WHICH IS
 KV3938'CENTERED ABOVE A HIPPED, GRAY-SLATE ROOF.  IT IS A PYRAMIDAL, GRAY
 KV3938'SLATE-ROOFED CUPOLA.
 KV3938'
 KV3938'THE STATION IS THE SUPPORT ROD OF THE HORN AT THE CUPOLA APEX,
 KV3938'APPROXIMATELY 50 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3965 ***********************************************************************
 KV3965  DESIGNATION -  RIDGEFIELD PK NEIGHB REFORM CH
 KV3965  PID         -  KV3965
 KV3965  STATE/COUNTY-  NJ/BERGEN
 KV3965  USGS QUAD   -  WEEHAWKEN (1995)
 KV3965
 KV3965                         *CURRENT SURVEY CONTROL
 KV3965  ___________________________________________________________________
 KV3965* NAD 83(1996)-  40 51 55.75458(N)    074 01 19.24092(W)     ADJUSTED  
 KV3965* NAVD 88     -                                                        
 KV3965  ___________________________________________________________________
 KV3965  LAPLACE CORR-           7.71  (seconds)                    DEFLEC99
 KV3965  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 KV3965
 KV3965  HORZ ORDER  -  THIRD
 KV3965
 KV3965.The horizontal coordinates were established by classical geodetic methods
 KV3965.and adjusted by the National Geodetic Survey in September 1999..
 KV3965
 KV3965
 KV3965.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3965
 KV3965.The geoid height was determined by GEOID03.
 KV3965
 KV3965;                    North         East     Units Scale Factor Converg.
 KV3965;SPC NJ       -   225,721.051   190,293.348   MT  0.99991998   +0 18 45.9
 KV3965;SPC NJ       -   740,553.15    624,320.76   sFT  0.99991998   +0 18 45.9
 KV3965;SPC NY L     -    77,601.870   298,144.319   MT  0.99999494   -0 00 51.8
 KV3965;SPC NY L     -   254,598.80    978,161.82   sFT  0.99999494   -0 00 51.8
 KV3965;UTM  18      - 4,524,285.309   582,417.914   MT  0.99968360   +0 38 23.7
 KV3965
 KV3965                          SUPERSEDED SURVEY CONTROL
 KV3965
 KV3965  NAD 83(1996)-  40 51 55.75447(N)    074 01 19.24103(W) AD(       ) 4
 KV3965  NAD 83(1996)-  40 51 55.75338(N)    074 01 19.24253(W) AD(       ) 4
 KV3965  NAD 83(1992)-  40 51 55.75101(N)    074 01 19.24311(W) AD(       ) 4
 KV3965  NAD 83(1986)-  40 51 55.76049(N)    074 01 19.23881(W) AD(       ) 4
 KV3965  NAD 27      -  40 51 55.39800(N)    074 01 20.74100(W) AD(       ) 3
 KV3965
 KV3965.Superseded values are not recommended for survey control.
 KV3965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3965.See file dsdata.txt to determine how the superseded data were derived.
 KV3965
 KV3965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8241824285(NAD 83)
 KV3965_MARKER: 90 = CHURCH SPIRE
 KV3965
 KV3965  HISTORY     - Date     Condition        Report By
 KV3965  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3965
 KV3965                          STATION DESCRIPTION
 KV3965
 KV3965'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3965'THE SPIRE, E OF THE HACKENSACK RIVER, IN RIDGEFIELD PARK ON THE N
 KV3965'SIDE OF ARTHUR STREET APPROXIMATELY 80 METERS E OF MAIN STREET,
 KV3965'RISING FROM THE GABLED ROOF OF THE NEIGHBORHOOD REFORMED CHURCH
 KV3965'(A SMALL, IRREGULARLY-SHAPED STUCCO BUILDING).  IT IS A SMALL,
 KV3965'RED-SHINGLED, OCTAGONAL SPIRE SURMOUNTING A SQUARE, BROWN, WOODEN
 KV3965'BASE.
 KV3965'
 KV3965'THE STATION IS THE BASE OF THE WEATHERVANE AT THE SPIRE-APEX,
 KV3965'APPROXIMATELY 40 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4000 ***********************************************************************
 KV4000  DESIGNATION -  RIDGEFIELD REFORMED CH SPIRE
 KV4000  PID         -  KV4000
 KV4000  STATE/COUNTY-  NJ/BERGEN
 KV4000  USGS QUAD   -  WEEHAWKEN (1995)
 KV4000
 KV4000                         *CURRENT SURVEY CONTROL
 KV4000  ___________________________________________________________________
 KV4000* NAD 83(1996)-  40 50 02.99397(N)    074 00 45.56054(W)     ADJUSTED  
 KV4000* NAVD 88     -                                                        
 KV4000  ___________________________________________________________________
 KV4000  LAPLACE CORR-           7.77  (seconds)                    DEFLEC99
 KV4000  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 KV4000
 KV4000  HORZ ORDER  -  THIRD
 KV4000
 KV4000.The horizontal coordinates were established by classical geodetic methods
 KV4000.and adjusted by the National Geodetic Survey in September 1999..
 KV4000
 KV4000
 KV4000.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4000
 KV4000.The geoid height was determined by GEOID03.
 KV4000
 KV4000;                    North         East     Units Scale Factor Converg.
 KV4000;SPC NJ       -   222,247.344   191,101.362   MT  0.99992079   +0 19 07.2
 KV4000;SPC NJ       -   729,156.49    626,971.72   sFT  0.99992079   +0 19 07.2
 KV4000;SPC NY L     -    74,123.349   298,932.551   MT  0.99999494   -0 00 29.8
 KV4000;SPC NY L     -   243,186.35    980,747.88   sFT  0.99999494   -0 00 29.8
 KV4000;UTM  18      - 4,520,817.090   583,245.548   MT  0.99968529   +0 38 44.3
 KV4000
 KV4000                          SUPERSEDED SURVEY CONTROL
 KV4000
 KV4000  NAD 83(1996)-  40 50 02.99382(N)    074 00 45.56058(W) AD(       ) 4
 KV4000  NAD 83(1996)-  40 50 02.99249(N)    074 00 45.56190(W) AD(       ) 4
 KV4000  NAD 83(1992)-  40 50 02.99147(N)    074 00 45.56277(W) AD(       ) 4
 KV4000  NAD 83(1986)-  40 50 02.99674(N)    074 00 45.55626(W) AD(       ) 4
 KV4000  NAD 27      -  40 50 02.63200(N)    074 00 47.06000(W) AD(       ) 3
 KV4000
 KV4000.Superseded values are not recommended for survey control.
 KV4000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4000.See file dsdata.txt to determine how the superseded data were derived.
 KV4000
 KV4000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8324620817(NAD 83)
 KV4000_MARKER: 90 = CHURCH SPIRE
 KV4000
 KV4000  HISTORY     - Date     Condition        Report By
 KV4000  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4000
 KV4000                          STATION DESCRIPTION
 KV4000
 KV4000'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4000'THE SPIRE E OF THE HACKENSACK RIVER, IN RIDGEFIELD ON THE N SIDE OF
 KV4000'CHURCH STREET BETWEEN EDGEWATER STREET AND HENDRICKS CAUSEWAY, ATOP
 KV4000'THE RIDGEFIELD REFORMED CHURCH BUILDING, RISING CENTRALLY FROM THE
 KV4000'SQUARE, BROWN-STONE TOWER AT THE FRONT OF THIS DUTCH-COLONIAL
 KV4000'STYLE BROWN-STONE STRUCTURE.  THIS CHURCH WAS ERECTED IN 1793.
 KV4000'IT HAS AN OCTAGONAL GRAY SHINGLED SPIRE.
 KV4000'
 KV4000'THE STATION IS THE BASE OF THE WEATHERVANE AT THE SPIRE-APEX,
 KV4000'APPROXIMATELY 100 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3967 ***********************************************************************
 KV3967  DESIGNATION -  RIDGEFIELD REUTER SOAP CHIM
 KV3967  PID         -  KV3967
 KV3967  STATE/COUNTY-  NJ/BERGEN
 KV3967  USGS QUAD   -  WEEHAWKEN (1995)
 KV3967
 KV3967                         *CURRENT SURVEY CONTROL
 KV3967  ___________________________________________________________________
 KV3967* NAD 83(1996)-  40 50 39.50367(N)    074 00 20.03426(W)     ADJUSTED  
 KV3967* NAVD 88     -                                                        
 KV3967  ___________________________________________________________________
 KV3967  LAPLACE CORR-           7.90  (seconds)                    DEFLEC99
 KV3967  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 KV3967
 KV3967  HORZ ORDER  -  THIRD
 KV3967
 KV3967.The horizontal coordinates were established by classical geodetic methods
 KV3967.and adjusted by the National Geodetic Survey in September 1999..
 KV3967
 KV3967
 KV3967.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3967
 KV3967.The geoid height was determined by GEOID03.
 KV3967
 KV3967;                    North         East     Units Scale Factor Converg.
 KV3967;SPC NJ       -   223,376.819   191,693.015   MT  0.99992139   +0 19 24.1
 KV3967;SPC NJ       -   732,862.11    628,912.83   sFT  0.99992139   +0 19 24.1
 KV3967;SPC NY L     -    75,249.512   299,530.684   MT  0.99999491   -0 00 13.1
 KV3967;SPC NY L     -   246,881.11    982,710.25   sFT  0.99999491   -0 00 13.1
 KV3967;UTM  18      - 4,521,949.657   583,830.608   MT  0.99968650   +0 39 01.5
 KV3967
 KV3967                          SUPERSEDED SURVEY CONTROL
 KV3967
 KV3967  NAD 83(1996)-  40 50 39.50356(N)    074 00 20.03429(W) AD(       ) 4
 KV3967  NAD 83(1996)-  40 50 39.50246(N)    074 00 20.03558(W) AD(       ) 4
 KV3967  NAD 83(1992)-  40 50 39.50113(N)    074 00 20.03670(W) AD(       ) 4
 KV3967  NAD 83(1986)-  40 50 39.50725(N)    074 00 20.02899(W) AD(       ) 4
 KV3967  NAD 27      -  40 50 39.14600(N)    074 00 21.53500(W) AD(       ) 3
 KV3967
 KV3967.Superseded values are not recommended for survey control.
 KV3967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3967.See file dsdata.txt to determine how the superseded data were derived.
 KV3967
 KV3967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8383121950(NAD 83)
 KV3967_MARKER: 85 = CHIMNEY
 KV3967
 KV3967  HISTORY     - Date     Condition        Report By
 KV3967  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3967
 KV3967                          STATION DESCRIPTION
 KV3967
 KV3967'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3967'THE PROMINENT CHIMNEY E OF THE HACKENSACK RIVER, ON THE E SIDE OF
 KV3967'OVERPECK CREEK IN RIDGEFIELD N OF THE INTERSECTION OF GRAND AVENUE
 KV3967'AND THE NEW (INCOMPLETED) HIGHWAY OVER THE CREEK, IN THE PLANT OF
 KV3967'THE REUTERS SOAP WORKS, RISING FROM THE GROUND AT THE W CORNER OF
 KV3967'THE LOW, FLAT-ROOFED POWER HOUSE.  A LARGE, 5-STORY, RED BRICK
 KV3967'FACTORY BUILDING LIES TO THE EASTWARD OF THE CHIMNEY.  IT IS A
 KV3967'LIGHT YELLOW BRICK CHIMNEY HAVING THE NAME REUTERS SOAP
 KV3967'LETTERED ON ITS SW AND NE SIDES.
 KV3967'
 KV3967'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 200 FEET ABOVE
 KV3967'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2748 ***********************************************************************
 JU2748  DESIGNATION -  RIDGEWAY RESET
 JU2748  PID         -  JU2748
 JU2748  STATE/COUNTY-  NJ/OCEAN
 JU2748  USGS QUAD   -  BROOKVILLE (1972)
 JU2748
 JU2748                         *CURRENT SURVEY CONTROL
 JU2748  ___________________________________________________________________
 JU2748* NAD 83(1996)-  39 46 34.43790(N)    074 19 31.91049(W)     ADJUSTED  
 JU2748* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 JU2748  ___________________________________________________________________
 JU2748  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 JU2748  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU2748
 JU2748  HORZ ORDER  -  FIRST
 JU2748
 JU2748.The horizontal coordinates were established by classical geodetic methods
 JU2748.and adjusted by the National Geodetic Survey in September 1999..
 JU2748
 JU2748.The orthometric height was scaled from a topographic map.
 JU2748
 JU2748.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2748
 JU2748.The geoid height was determined by GEOID03.
 JU2748
 JU2748;                    North         East     Units Scale Factor Converg.
 JU2748;SPC NJ       -   104,686.018   164,945.634   MT  0.99990275   +0 06 41.8
 JU2748;SPC NJ       -   343,457.38    541,159.13   sFT  0.99990275   +0 06 41.8
 JU2748;UTM  18      - 4,403,139.237   557,760.228   MT  0.99964107   +0 25 53.5
 JU2748
 JU2748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2748!SPC NJ       -   0.99999755  x   0.99990275  =   0.99990030
 JU2748!UTM  18      -   0.99999755  x   0.99964107  =   0.99963862
 JU2748
 JU2748:                Primary Azimuth Mark                     Grid Az
 JU2748:SPC NJ       -  SEASIDE HEIGHTS WATER TANK               048 27 24.7
 JU2748:UTM  18      -  SEASIDE HEIGHTS WATER TANK               048 08 13.0
 JU2748
 JU2748|---------------------------------------------------------------------|
 JU2748| PID    Reference Object                     Distance      Geod. Az  |
 JU2748|                                                           dddmmss.s |
 JU2748| JU2598 SEASIDE HEIGHTS WATER TANK          APPROX.28.1 KM 0483406.5 |
 JU2748| JU2604 SEASIDE PARK NEW WATER TANK         APPROX.27.6 KM 0500431.8 |
 JU2748| JU2614 SEASIDE PARK SHORE WATER TANK       APPROX.25.3 KM 0551116.2 |
 JU2748| JU2641 BARNEGAT LIGHT NEW WATER TANK       APPROX.18.7 KM 0963102.3 |
 JU2748| JU2645 BARNEGAT RADIO KEJ 805 MAST         APPROX. 6.8 KM 1071750.4 |
 JU2748| JU2646 BARNEGAT BELL TELEPHONE TOWER       APPROX. 6.9 KM 1072856.0 |
 JU2748| JU2678 SHIP BOTTOM MUN STANDPIPE           APPROX.19.2 KM 1394356.8 |
 JU2748| CB2926 RIDGEWAY RM 1                        32.153 METERS 14343     |
 JU2748| JU2667 BRANT BEACH WATER TANK OLD          APPROX.20.2 KM 1465314.8 |
 JU2748| JU2671 LONG BEACH WATER WKS STANDPIPE      APPROX.22.8 KM 1573542.8 |
 JU2748| CB2927 RIDGEWAY RM 2 RESET                  45.257 METERS 18559     |
 JU2748| JU2746 WARREN GROVE FAA RADIO TOWER        APPROX. 6.3 KM 2412852.9 |
 JU2748| CB2925 RIDGEWAY AZ MK                                     2794622.7 |
 JU2748| CB2928 RIDGEWAY RM 3 AZIMUTH                              28330     |
 JU2748| JU2747 CEDAR BRIDGE FIRE TOWER             APPROX. 1.8 KM 2842230.1 |
 JU2748|---------------------------------------------------------------------|
 JU2748
 JU2748                          SUPERSEDED SURVEY CONTROL
 JU2748
 JU2748  NAD 83(1986)-  39 46 34.43044(N)    074 19 31.90429(W) AD(       ) 1
 JU2748  NAD 27      -  39 46 34.00210(N)    074 19 33.38200(W) AD(       ) 1
 JU2748
 JU2748.Superseded values are not recommended for survey control.
 JU2748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2748.See file dsdata.txt to determine how the superseded data were derived.
 JU2748
 JU2748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK5776003139(NAD 83)
 JU2748_MARKER: DS = TRIANGULATION STATION DISK
 JU2748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2748_SP_SET: CONCRETE POST
 JU2748_STAMPING: RIDGEWAY 1872 1926
 JU2748_MARK LOGO: CGS   
 JU2748_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2748+STABILITY: SURFACE MOTION
 JU2748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2748+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 JU2748
 JU2748  HISTORY     - Date     Condition        Report By
 JU2748  HISTORY     - 1872     MONUMENTED       CGS
 JU2748  HISTORY     - 1926     SEE DESCRIPTION  CGS
 JU2748  HISTORY     - 1931     GOOD             CGS
 JU2748  HISTORY     - 1932     SEE DESCRIPTION  CGS
 JU2748  HISTORY     - 1951     GOOD             NJDCED
 JU2748  HISTORY     - 1962     GOOD             CGS
 JU2748  HISTORY     - 1977     GOOD             NGS
 JU2748  HISTORY     - 1980     GOOD             LOCENG
 JU2748  HISTORY     - 19900807 GOOD             NJGS
 JU2748  HISTORY     - 20050409 GOOD             INDIV
 JU2748
 JU2748                          STATION DESCRIPTION
 JU2748
 JU2748'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (WHB)
 JU2748'STATION RECOVERED.
 JU2748'
 JU2748'THE OLD UNDERGROUND MARK, AN EARTHENWARE JUG WITH NECK BROKEN
 JU2748'OFF, WAS REMOVED AND THE STATION MARKED AS FOLLOWS.  UNDERGROUND
 JU2748'MARK, NOTE 7A.  SURFACE MARK, NOTE 1B.
 JU2748'
 JU2748'THE BARNEGAT-CEDAR BRIDGE ROAD MENTIONED IN THE DESCRIPTION IS
 JU2748'NOW CALLED THE BARNEGAT-PHILADELPHIA ROAD.  TOWER HILL, THE LAND
 JU2748'THAT THE STATION IS ON IS OWNED BY ALEXANDER SCHLESINGER NOW,
 JU2748'WHO CALLS IT GREELY PARK.
 JU2748'
 JU2748'THE REFERENCE MARK, NOTE 11B, IS 45.29 METERS DISTANT AND
 JU2748'197 DEG MAGNETIC FROM THE STATION, AND IS 30 FEET N OF THE
 JU2748'CENTER OF THE ABOVE ROAD ABOUT 1/4 MILE W OF WHERE THE BROOKVILLE
 JU2748'ROAD TURNS OFF AND N FROM THE MAIN HIGHWAY, (THE BROOKVILLE ROAD
 JU2748'HAS BEEN SHIFTED EASTWARD SINCE THE ORIGINAL DESCRIPTION WAS
 JU2748'WRITTEN.  THE OLD ROAD LEADING TO THE STATION CAN STILL BE
 JU2748'TRACED THROUGH THE TREES.) AND 460 FEET W OF THE SE CORNER OF
 JU2748'THE ALEXANDER SCHLESINGER HOMESTEAD PLOT.  BOTH MARKS PROJECT 6
 JU2748'TO 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 JU2748
 JU2748                          STATION RECOVERY (1931)
 JU2748
 JU2748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (ERM)
 JU2748'STATION RECOVERED AS DESCRIBED AND RE-MARKED BY LIEUTENANT
 JU2748'BAINBRIDGE IN 1926.
 JU2748'
 JU2748'STATION IS ON TOWER HILL, IN GREELY PARK 5-1/2 MILES W OF
 JU2748'BARNEGAT, ON N SIDE OF PHILADELPHIA ROAD 0.4 MILE E OF JUNCTION
 JU2748'WITH HIGHWAY S-40.
 JU2748
 JU2748                          STATION RECOVERY (1932)
 JU2748
 JU2748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2748'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JU2748'
 JU2748'THE ORIGINAL STATION MARK, OR RATHER THE MARK SET IN 1926 WAS
 JU2748'RESET IN THE EXACT POSITION ACCORDING TO NOTE 1A.
 JU2748'
 JU2748'THE REFERENCE MARK SET IN 1926 WAS RESET IN ACCORDANCE WITH
 JU2748'NOTE 11A.  BOTH THE STATION MARK AND THE REFERENCE MARK ARE
 JU2748'STAMPED, RIDGEWAY 1872-1926.  TWO ADDITIONAL REFERENCE MARKS,
 JU2748'AS DESCRIBED IN NOTE 11A, WERE ESTABLISHED AND STAMPED, RIDGEWAY
 JU2748'1932.  REFERENCE MARK NO.1 1932 IS SE OF STATION.  REFERENCE MARK
 JU2748'NO.2 1872-1926 IS S OF STATION, 10.7 METERS N OF CENTER LINE OF
 JU2748'MAIN HIGHWAY.  REFERENCE MARK NO.3 1932 SW OF STATION, 13.7
 JU2748'METERS S OF HIGHWAY S-40.  S OF INTERSECTION OF S-40 AND MACADAM
 JU2748'ROAD THAT GOES E TO BARNEGAT.
 JU2748
 JU2748                          STATION RECOVERY (1951)
 JU2748
 JU2748'RECOVERY NOTE BY NJ CONS AND ECON DEV 1951 (RGB)
 JU2748'STATION MARK, R M 1, RM 2 AND RM 3 RECOVERED IN GOOD CONDITION
 JU2748'AS DESCRIBED.  STATION AND R.M.S PROJECT ABOUT 6 IN.
 JU2748'
 JU2748'STATION MARK IS 183.6 FEET NORTH OF THE CENTERLINE OF BAY
 JU2748'AVE.  (CO. RTE. 2), ABOUT 0.5 MILE EAST OF JUNCTION WITH
 JU2748'HWY. S-40 AND ABOUT 5.5 MILES WEST OF BARNEGAT.
 JU2748'
 JU2748'ELEVATION = 161.144 FT
 JU2748'
 JU2748'RM 1 IS 105.49 FT EAST OF STATION.  ELEVATION=161.235 FT
 JU2748'
 JU2748'RM 2 IS 148.47 FT SOUTH OF STATION AND 35.1 FT NORTH OF THE
 JU2748'CENTERLINE OF BAY AVE.
 JU2748'
 JU2748'RM 3 IS O.K. AS DESCRIBED.
 JU2748
 JU2748                          STATION RECOVERY (1962)
 JU2748
 JU2748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2748'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 JU2748'GOOD CONDITION.
 JU2748'
 JU2748'A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 JU2748'
 JU2748'THE DISTANCES AND DIRECTIONS TO REFERENCE MARKS 1 AND 2 CHECKED.
 JU2748'
 JU2748'REFERENCE MARK 3 WAS NOT RECOVERED AND SHOULD BE CONSIDERED LOST.
 JU2748'
 JU2748'THE STATION IS ON A LOW TREE COVERED HILL, ABOUT 6.5 MILES
 JU2748'NORTHWEST OF MANAHAWKIN AND IS ON THE PROPERTY OF MR. ALEXANDER
 JU2748'SCHLESINGER.  IT IS 180 FEET NORTH OF THE CENTERLINE OF COUNTY
 JU2748'ROAD 534, 42 FEET WEST OF A 6 INCH OAK TREE, 42 FEET NORTH OF A
 JU2748'12 INCH OAK TREE, 22 FEET SOUTH OF A 10 INCH OAK TREE AND 3 FEET
 JU2748'EAST OF A WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE
 JU2748'DISK IS STAMPED RIDGEWAY 1872 1926.  NOTES 1A 7A.
 JU2748'
 JU2748'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 72 AND U.S. HIGHWAY 9
 JU2748'IN MANAHAWKIN, GO WEST ON HIGHWAY 72 FOR 1.6 MILES TO AN OVERPASS
 JU2748'(GARDEN STATE PARKWAY).  CONTINUE WEST ON HIGHWAY 72 FOR 5.15
 JU2748'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON
 JU2748'HIGHWAY 72 FOR 0.05 MILE TO A REVERSE Y.  TURN SHARP RIGHT AND GO
 JU2748'EASTERLY ON COUNTY ROAD 534 FOR 0.4 MILE TO THE STATION ON THE
 JU2748'LEFT.
 JU2748'
 JU2748'REFERENCE MARK 1 IS 110 FEET NORTH OF THE CENTERLINE OF COUNTY
 JU2748'ROAD 534, 107 FEET SOUTHEAST OF THE WITNESS POST AND 66 FEET
 JU2748'SOUTHEAST OF THE 12 INCH OAK TREE.  THE MONUMENT PROJECTS 4 INCHES
 JU2748'AND THE DISK IS STAMPED RIDGEWAY NO 1 1931.
 JU2748'
 JU2748'REFERENCE MARK 2 IS 75 FEET NORTH OF A TWIN TRUNKED OAK TREE, 50
 JU2748'FEET NORTH OF A TELEPHONE POLE NUMBER 136 AND 32 FEET NORTH OF
 JU2748'THE CENTERLINE OF COUNTY ROAD 534.  THE MONUMENT PROJECTS 4
 JU2748'INCHES AND THE DISK IS STAMPED RIDGEWAY NO 2 1872 1926.
 JU2748'
 JU2748'THE AZIMUTH MARK IS 106 FEET SOUTHWEST OF THE CENTERLINE OF COUNTY
 JU2748'ROAD 534, 45 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 72,
 JU2748'8 FEET WEST OF A 12 INCH OAK TREE, 5 FEET SOUTH OF A 10 INCH OAK
 JU2748'TREE AND 3 FEET SOUTH OF A WITNESS POST.  THE MONUMENT IS FLUSH
 JU2748'AND THE DISK IS STAMPED RIDGEWAY 1872 1926.
 JU2748'
 JU2748'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JU2748
 JU2748                          STATION RECOVERY (1977)
 JU2748
 JU2748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 JU2748'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 JU2748'WERE RECOVERED AS DESCRIBED IN 1962 WITH THE FOLLOWING
 JU2748'EXCEPTIONS.  THE AZIMUTH MARK WILL NOT SEE FROM THE GROUND WITHOUT
 JU2748'EXTENSIVE CLEARING.  THE NEW PROPERTY OWNER IS DR. V. SICA, NEW
 JU2748'ROCHELLE, NEW JERSEY.  PHONE NO. 201-845-7937.
 JU2748'
 JU2748'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 JU2748'
 JU2748'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2748'6.5 MILES NORTHWEST OF MANAHAWKIN.
 JU2748
 JU2748                          STATION RECOVERY (1980)
 JU2748
 JU2748'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (GFK)
 JU2748'RIDGEWAY 1872-1926 RECOVERED IN GOOD CONDITION
 JU2748'
 JU2748'RIDGEWAY RM NO. 1 AND 2 RECOVERED IN GOOD CONDITION
 JU2748'
 JU2748'RIDGEWAY AZIMUTH MARK RECOVERED IN GOOD CONDITION
 JU2748'
 JU2748'DESCRIPTION TO ALL POINTS IS ADEQUATE.  DR. SICA IS CURRENT OWNER OF
 JU2748'PROPERTY FOR RIDGEWAY CONTROL.
 JU2748'
 JU2748'DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MI. NORTHWEST OF
 JU2748'MANAHAWKIN.
 JU2748
 JU2748                          STATION RECOVERY (1990)
 JU2748
 JU2748'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2748'THE STATION WAS RECOVERED ON THIS DATE.  THE STATION IS LOCATED IN
 JU2748'UNION TOWNSHIP.  NO MEASUREMENTS WERE TAKEN.
 JU2748
 JU2748                          STATION RECOVERY (2005)
 JU2748
 JU2748'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (GJT)
 JU2748'THE AZIMUTH IS WEST OF THE STATION AND IS STAMPED RIDGEWAY 1872-1926.
 JU2748'TO REACH THE AZIMUTH FROM THE STATION TRAVEL WEST ON ROUTE 534 TO
 JU2748'ROUTE 72. TURN LEFT AND HEAD EAST ON 72 FOR ABOUT 200 FEET TO THE
 JU2748'STATION ON THE LEFT. THE AZIMUTH IS 45 FEET FROM THE CENTER OF THE
 JU2748'ROAD, 7 FEET WEST OF A 13 INCH OAK,  AND 3 FEET SOUTH OF A RUSTED
 JU2748'WITNESS POST WITHOUT THE SIGN. THE BUILDING ON THE PROPERTY IS A TILE
 JU2748'SHOWROOM.
 JU2748' 
 JU2748'THE HANDHELD GPS COORDINATES ARE  39 46 37.5 (N)   74 19 54 .5 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0517 ***********************************************************************
 KV0517  DESIGNATION -  RIDGEWOOD
 KV0517  PID         -  KV0517
 KV0517  STATE/COUNTY-  NJ/BERGEN
 KV0517  USGS QUAD   -  HACKENSACK (1997)
 KV0517
 KV0517                         *CURRENT SURVEY CONTROL
 KV0517  ___________________________________________________________________
 KV0517* NAD 83(1986)-  40 58 44.     (N)    074 07 06.     (W)     SCALED    
 KV0517* NAVD 88     -        39.541  (meters)     129.73   (feet)  ADJUSTED  
 KV0517  ___________________________________________________________________
 KV0517  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KV0517  DYNAMIC HT  -          39.525 (meters)     129.67  (feet)  COMP
 KV0517  MODELED GRAV-     980,225.0   (mgal)                       NAVD 88
 KV0517
 KV0517  VERT ORDER  -  SECOND    CLASS 0
 KV0517
 KV0517.The horizontal coordinates were scaled from a topographic map and have
 KV0517.an estimated accuracy of +/- 6 seconds.
 KV0517
 KV0517.The orthometric height was determined by differential leveling
 KV0517.and adjusted by the National Geodetic Survey in June 1991..
 KV0517
 KV0517.The geoid height was determined by GEOID03.
 KV0517
 KV0517.The dynamic height is computed by dividing the NAVD 88
 KV0517.geopotential number by the normal gravity value computed on the
 KV0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0517.degrees latitude (g = 980.6199 gals.).
 KV0517
 KV0517.The modeled gravity was interpolated from observed gravity values.
 KV0517
 KV0517;                    North         East    Units  Estimated Accuracy
 KV0517;SPC NJ       -   238,270.      182,120.      MT  (+/- 180 meters Scaled)
 KV0517
 KV0517                          SUPERSEDED SURVEY CONTROL
 KV0517
 KV0517  NGVD 29 (??/??/??)   39.826  (m)          130.66   (f) ADJUSTED    2 0
 KV0517
 KV0517.Superseded values are not recommended for survey control.
 KV0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0517.See file dsdata.txt to determine how the superseded data were derived.
 KV0517
 KV0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL741367(NAD 83)
 KV0517_MARKER: DB = BENCH MARK DISK
 KV0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0517_STAMPING: RIDGEWOOD 1933
 KV0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0517+STABILITY: SURFACE MOTION
 KV0517
 KV0517  HISTORY     - Date     Condition        Report By
 KV0517  HISTORY     - 1933     MONUMENTED       CGS
 KV0517
 KV0517                          STATION DESCRIPTION
 KV0517
 KV0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KV0517'AT RIDGEWOOD.
 KV0517'AT THE INTERSECTION OF VANESTE SQUARE AND E. RIDGEWOOD AVENUE
 KV0517'AND IN ANGLE FORMED BY VANESTE SQUARE AND DRIVEWAY INTO PUBLIC
 KV0517'SQUARE.  100 FT. SOUTH EAST OF THE INTERSECTION, 60 FT. WEST OF
 KV0517'MONUMENT TO ABRAHAM GODWIN.  LEVEL WITH THE SIDEWALK AND ON TOP
 KV0517'OF CONC. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0518 ***********************************************************************
 KV0518  DESIGNATION -  RIDGEWOOD RESET
 KV0518  PID         -  KV0518
 KV0518  STATE/COUNTY-  NJ/BERGEN
 KV0518  USGS QUAD   -  HACKENSACK (1997)
 KV0518
 KV0518                         *CURRENT SURVEY CONTROL
 KV0518  ___________________________________________________________________
 KV0518* NAD 83(1986)-  40 58 42.     (N)    074 06 51.     (W)     SCALED    
 KV0518* NAVD 88     -        40.450  (meters)     132.71   (feet)  ADJUSTED  
 KV0518  ___________________________________________________________________
 KV0518  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KV0518  DYNAMIC HT  -          40.434 (meters)     132.66  (feet)  COMP
 KV0518  MODELED GRAV-     980,225.7   (mgal)                       NAVD 88
 KV0518
 KV0518  VERT ORDER  -  FIRST     CLASS II
 KV0518
 KV0518.The horizontal coordinates were scaled from a topographic map and have
 KV0518.an estimated accuracy of +/- 6 seconds.
 KV0518
 KV0518.The orthometric height was determined by differential leveling
 KV0518.and adjusted by the National Geodetic Survey in June 1991..
 KV0518
 KV0518.The geoid height was determined by GEOID03.
 KV0518
 KV0518.The dynamic height is computed by dividing the NAVD 88
 KV0518.geopotential number by the normal gravity value computed on the
 KV0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0518.degrees latitude (g = 980.6199 gals.).
 KV0518
 KV0518.The modeled gravity was interpolated from observed gravity values.
 KV0518
 KV0518;                    North         East    Units  Estimated Accuracy
 KV0518;SPC NJ       -   238,210.      182,470.      MT  (+/- 180 meters Scaled)
 KV0518
 KV0518                          SUPERSEDED SURVEY CONTROL
 KV0518
 KV0518  NGVD 29 (??/??/??)   40.759  (m)          133.72   (f) ADJUSTED    1 2
 KV0518
 KV0518.Superseded values are not recommended for survey control.
 KV0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0518.See file dsdata.txt to determine how the superseded data were derived.
 KV0518
 KV0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL745367(NAD 83)
 KV0518_MARKER: DB = BENCH MARK DISK
 KV0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0518_STAMPING: RIDGEWOOD RESET 1946
 KV0518_MARK LOGO: CGS   
 KV0518_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0518+STABILITY: SURFACE MOTION
 KV0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0518+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2006
 KV0518
 KV0518  HISTORY     - Date     Condition        Report By
 KV0518  HISTORY     - 1946     MONUMENTED       LOCENG
 KV0518  HISTORY     - 1979     POOR             NGS
 KV0518  HISTORY     - 19920226 POOR             NJGS
 KV0518  HISTORY     - 20050416 POOR             GEOCAC
 KV0518  HISTORY     - 20060725 GOOD             MACDEL
 KV0518
 KV0518                          STATION DESCRIPTION
 KV0518
 KV0518'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946
 KV0518'AT RIDGEWOOD.
 KV0518'AT RIDGEWOOD, BERGEN COUNTY, 180 FEET SOUTHEAST OF THE
 KV0518'INTERSECTION OF VAN NESTE SQUARE AND EAST RIDGEWOOD AVENUE, 66
 KV0518'FEET SOUTH OF THE MONUMENT TO ABRAHAM GODWIN, AND IN THE ANGLE
 KV0518'FORMED BY VAN NESTE SQUARE, AND THE FOOT PATH LEADING INTO THE
 KV0518'PUBLIC SQUARE.  A STANDARD DISK, STAMPED RIDGEWOOD RESET 1946
 KV0518'AND SET IN THE TOP OF A CONCRETE POST.
 KV0518
 KV0518                          STATION RECOVERY (1979)
 KV0518
 KV0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0518'DISK IS MUTILATED AND ILLEGIBLE.
 KV0518
 KV0518                          STATION RECOVERY (1992)
 KV0518
 KV0518'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KV0518'RECOVERED AS DESCRIBED.  THE DISK HAS BEEN MUTILATED IN THE PAST,
 KV0518'POSSIBLY BY LAWN CUTTING EQUIPMENT AND THE STAMPING IS ILLEGIBLE.
 KV0518
 KV0518                          STATION RECOVERY (2005)
 KV0518
 KV0518'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV0518'COORDINATES ARE .22 MILE OFF.  MY GPS READ N 40 58.748 W 74 07.078.
 KV0518'AS PER PREVIOUS RECOVERIES, DISK IS BADLY MUTILATED, PROBABLY BY LAWN
 KV0518'MOWER
 KV0518
 KV0518                          STATION RECOVERY (2006)
 KV0518
 KV0518'RECOVERY NOTE BY MACDEL ENGINEERING 2006 (RFH)
 KV0518'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3579 ***********************************************************************
 KV3579  DESIGNATION -  RIEGEL RIDGE WATER TANK
 KV3579  PID         -  KV3579
 KV3579  STATE/COUNTY-  NJ/HUNTERDON
 KV3579  USGS QUAD   -  FRENCHTOWN (1997)
 KV3579
 KV3579                         *CURRENT SURVEY CONTROL
 KV3579  ___________________________________________________________________
 KV3579* NAD 83(1996)-  40 36 43.60642(N)    075 06 56.39038(W)     ADJUSTED  
 KV3579* NAVD 88     -                                                        
 KV3579  ___________________________________________________________________
 KV3579  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 KV3579  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KV3579
 KV3579  HORZ ORDER  -  THIRD
 KV3579
 KV3579.The horizontal coordinates were established by classical geodetic methods
 KV3579.and adjusted by the National Geodetic Survey in September 1999..
 KV3579
 KV3579
 KV3579.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3579
 KV3579.The geoid height was determined by GEOID03.
 KV3579
 KV3579;                    North         East     Units Scale Factor Converg.
 KV3579;SPC NJ       -   197,659.145    97,903.575   MT  0.99993340   -0 24 02.8
 KV3579;SPC NJ       -   648,486.71    321,205.31   sFT  0.99993340   -0 24 02.8
 KV3579;SPC PA S     -   145,314.946   822,893.391   MT  0.99996346   +1 42 32.9
 KV3579;SPC PA S     -   476,754.12  2,699,776.07   sFT  0.99996346   +1 42 32.9
 KV3579;UTM  18      - 4,495,705.795   490,215.677   MT  0.99960118   -0 04 31.0
 KV3579
 KV3579                          SUPERSEDED SURVEY CONTROL
 KV3579
 KV3579  NAD 83(1986)-  40 36 43.60384(N)    075 06 56.39382(W) AD(       ) 4
 KV3579  NAD 27      -  40 36 43.23900(N)    075 06 57.76900(W) AD(       ) 3
 KV3579
 KV3579.Superseded values are not recommended for survey control.
 KV3579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3579.See file dsdata.txt to determine how the superseded data were derived.
 KV3579
 KV3579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9021695706(NAD 83)
 KV3579_MARKER: 51 = TANK
 KV3579
 KV3579  HISTORY     - Date     Condition        Report By
 KV3579  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV3579
 KV3579                          STATION DESCRIPTION
 KV3579
 KV3579'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3579'THIS INTERSECTION STATION IS A SILVER COLORED WATER TANK ON A
 KV3579'RIDGE ABOUT 1 MILE N OF THE TOWN OF RIEGELSVILLE.  THE POINT
 KV3579'OBSERVED WAS THE CENTER OF THE CONICAL ROOF OF THE TANK.  THIS
 KV3579'STATION WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4713 ***********************************************************************
 KV4713  DESIGNATION -  RIELLY
 KV4713  PID         -  KV4713
 KV4713  STATE/COUNTY-  NJ/ESSEX
 KV4713  USGS QUAD   -  ELIZABETH (1995)
 KV4713
 KV4713                         *CURRENT SURVEY CONTROL
 KV4713  ___________________________________________________________________
 KV4713* NAD 83(1996)-  40 43 57.32253(N)    074 08 55.96025(W)     ADJUSTED  
 KV4713* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 KV4713  ___________________________________________________________________
 KV4713  LAPLACE CORR-           6.00  (seconds)                    DEFLEC99
 KV4713  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KV4713
 KV4713  HORZ ORDER  -  THIRD
 KV4713
 KV4713.The horizontal coordinates were established by classical geodetic methods
 KV4713.and adjusted by the National Geodetic Survey in September 1999..
 KV4713
 KV4713.The orthometric height was scaled from a topographic map.
 KV4713
 KV4713.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4713
 KV4713.The geoid height was determined by GEOID03.
 KV4713
 KV4713;                    North         East     Units Scale Factor Converg.
 KV4713;SPC NJ       -   210,913.553   179,657.862   MT  0.99991082   +0 13 44.8
 KV4713;SPC NJ       -   691,972.22    589,427.50   sFT  0.99991082   +0 13 44.8
 KV4713;SPC NY L     -    62,854.087   287,423.691   MT  0.99999699   -0 05 50.6
 KV4713;SPC NY L     -   206,213.78    942,989.23   sFT  0.99999699   -0 05 50.6
 KV4713;UTM  18      - 4,509,420.999   571,869.591   MT  0.99966358   +0 33 19.5
 KV4713
 KV4713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4713!SPC NJ       -   1.00000401  x   0.99991082  =   0.99991483
 KV4713!SPC NY L     -   1.00000401  x   0.99999699  =   1.00000100
 KV4713!UTM  18      -   1.00000401  x   0.99966358  =   0.99966759
 KV4713
 KV4713:                Primary Azimuth Mark                     Grid Az
 KV4713:SPC NJ       -  LONE CHIMNEY                             011 34 52.7
 KV4713:SPC NY L     -  LONE CHIMNEY                             011 54 28.1
 KV4713:UTM  18      -  LONE CHIMNEY                             011 15 18.0
 KV4713
 KV4713|---------------------------------------------------------------------|
 KV4713| PID    Reference Object                     Distance      Geod. Az  |
 KV4713|                                                           dddmmss.s |
 KV4713| KV4148 LONE CHIMNEY                        APPROX. 4.2 KM 0114837.5 |
 KV4713| KV4705 HYDRAULIC WORKS CHIMNEY             APPROX. 1.5 KM 0141821.7 |
 KV4713| KV4137 ARLINGTON COMPANY CHIMNEY           APPROX. 4.0 KM 0152415.6 |
 KV4713| KV4201 N ARLINGTON SEABOARD MET CHIM       APPROX. 5.4 KM 0195021.1 |
 KV4713| CB5505 RIELLY RM 1                           1.268 METERS 06654     |
 KV4713| CB5506 RIELLY RM 2                          30.724 METERS 16114     |
 KV4713| KV4746 NEWARK CELLULOID CO W CHIM          382.080 METERS 20621     |
 KV4713| KV4725 WEIDERMAYER CHIMNEY                 353.553 METERS 23400     |
 KV4713| KV4745 DONNER COMPANY CHIMNEY              APPROX. 0.7 KM 2393135.1 |
 KV4713| KV4706 SMELTING COMPANY CHIMNEY            455.051 METERS 2743726.4 |
 KV4713| KV4690 MALT COMPANY CHIMNEY                APPROX. 1.1 KM 2812654.7 |
 KV4713| KV4676 LIFE INSURANCE COMPANY SPIRE        APPROX. 2.1 KM 2833110.7 |
 KV4713| KV4674 WEST POWER HOUSE CHIMNEY            APPROX. 1.4 KM 2912344.6 |
 KV4713| KV4685 MANHATTAN                           273.901 METERS 32934     |
 KV4713| KV4139 HARRISON CLARK THREAD CHIMNEY       APPROX. 2.4 KM 3325547.2 |
 KV4713| KV4692 CENTRAL ELECTRIC CO CHIMNEY         APPROX. 1.2 KM 3362056.9 |
 KV4713| KV4707 HARRISON CHURCH SPIRE               APPROX. 1.6 KM 3383719.2 |
 KV4713| KV4145 KIN                                 APPROX. 2.6 KM 3535614.7 |
 KV4713|---------------------------------------------------------------------|
 KV4713
 KV4713                          SUPERSEDED SURVEY CONTROL
 KV4713
 KV4713  NAD 83(1996)-  40 43 57.32241(N)    074 08 55.96049(W) AD(       ) 3
 KV4713  NAD 83(1986)-  40 43 57.32104(N)    074 08 55.96406(W) AD(       ) 3
 KV4713  NAD 27      -  40 43 56.95600(N)    074 08 57.44700(W) AD(       ) 3
 KV4713
 KV4713.Superseded values are not recommended for survey control.
 KV4713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4713.See file dsdata.txt to determine how the superseded data were derived.
 KV4713
 KV4713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7187009421(NAD 83)
 KV4713_MARKER: DS = TRIANGULATION STATION DISK
 KV4713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4713
 KV4713  HISTORY     - Date     Condition        Report By
 KV4713  HISTORY     - 1913     MONUMENTED       CGS
 KV4713  HISTORY     - 1933     GOOD             CGS
 KV4713  HISTORY     - 1933     GOOD             CGS
 KV4713
 KV4713                          STATION DESCRIPTION
 KV4713
 KV4713'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4713'STATION IS ON THE S SIDE OF PASSAIC RIVER, ON THE TOP OF P. REILLY
 KV4713'AND SONS LEATHER FACTORY ON PASSAIC AVENUE BETWEEN NORTH AND READ
 KV4713'STREETS, EAST NEWARK.  THE STATION IS ON THE NW CORNER OF THE
 KV4713'BUILDING AND IS MARKED BY A C. AND G.S. STANDARD BRASS DISK SET
 KV4713'IN A 4-INCH SQUARE BLOCK OF CONCRETE AND CEMENTED TO THE ROOF.
 KV4713'IT IS 4.16 FEET FROM THE NW CORNER OF THE ROOF.
 KV4713
 KV4713                          STATION RECOVERY (1933)
 KV4713
 KV4713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4713'STATION RECOVERED IN GOOD CONDITION FROM THE ORIGINAL DESCRIPTION.
 KV4713'
 KV4713'A COMPLETE DESCRIPTION FOLLOWS--
 KV4713'
 KV4713'THIS STATION IS ON THE S SIDE OF THE PASSAIC RIVER, IN NEWARK,
 KV4713'ON THE S SIDE OF RAYMOND BOULEVARD BETWEEN READ AND MOTT
 KV4713'STREETS.  IT IS ATOP THE SHIFMAN BEDDING COMPANYS BUILDING (A
 KV4713'5-STORY, RED BRICK BUILDING FORMERLY THE RIELLY AND SON LEATHER
 KV4713'FACTORY) ON THE ROOF NEAR THE NE CORNER.
 KV4713'
 KV4713'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK SET IN A
 KV4713'MOUND OF CONCRETE.  NO REFERENCE MARKS WERE PLACED.
 KV4713'
 KV4713'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4713'
 KV4713'TO NE INNER CORNER OF PARAPET WALLS 1.27 METERS
 KV4713'
 KV4713'TO NW INNER CORNER OF PARAPET WALLS 11.45 METERS
 KV4713'
 KV4713'NORMAL TO INSIDE OF N PARAPET WALL 0.96 METER
 KV4713'
 KV4713'NORMAL TO INSIDE OF E PARAPET WALL 0.82 METER
 KV4713'
 KV4713'THERE IS AMPLE ROOM AND FAIR FOOTING FOR CENTRAL TRIPOD
 KV4713'SET-UPS.  LEAD-BLOCK FOOTINGS ARE RECOMMENDED TO PROHIBIT
 KV4713'LEG-SLIP ON THE ROOFING.
 KV4713
 KV4713                          STATION RECOVERY (1933)
 KV4713
 KV4713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4713'STATION RECOVERED AS DESCRIBED IN THE ORIGINAL 1933 RECOVERY
 KV4713'NOTE, WITH THE FOLLOWING CHANGES--
 KV4713'
 KV4713'THE STATION IS IN THE NW CORNER OF THE ROOF.  A NEW SET OF
 KV4713'REFERENCE MEASUREMENTS WAS TAKEN (TO SUPPLANT THE ORIGINAL SET)
 KV4713'AS FOLLOWS--
 KV4713'
 KV4713'NORMAL TO NW INNER CORNER OF PARAPET WALLS 1.27 METERS
 KV4713'
 KV4713'NORMAL TO W INNER EDGE OF COPING 0.95 METER
 KV4713'
 KV4713'NORMAL TO N INNER EDGE OF COPING 0.77 METER
 KV4713'
 KV4713'TO CENTER OF W RAILING SUPPORT OF STAIRS TO S 9.826 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2849 ***********************************************************************
 JU2849  DESIGNATION -  RISLEY
 JU2849  PID         -  JU2849
 JU2849  STATE/COUNTY-  NJ/ATLANTIC
 JU2849  USGS QUAD   -  OCEAN CITY (1994)
 JU2849
 JU2849                         *CURRENT SURVEY CONTROL
 JU2849  ___________________________________________________________________
 JU2849* NAD 83(1996)-  39 21 34.25873(N)    074 32 46.04506(W)     ADJUSTED  
 JU2849* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 JU2849  ___________________________________________________________________
 JU2849  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 JU2849  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 JU2849
 JU2849  HORZ ORDER  -  THIRD
 JU2849
 JU2849.The horizontal coordinates were established by classical geodetic methods
 JU2849.and adjusted by the National Geodetic Survey in September 1999..
 JU2849
 JU2849.The orthometric height was scaled from a topographic map.
 JU2849
 JU2849.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2849
 JU2849.The geoid height was determined by GEOID03.
 JU2849
 JU2849;                    North         East     Units Scale Factor Converg.
 JU2849;SPC NJ       -    58,410.599   146,025.172   MT  0.99990019   -0 01 45.3
 JU2849;SPC NJ       -   191,635.44    479,084.25   sFT  0.99990019   -0 01 45.3
 JU2849;UTM  18      - 4,356,771.951   539,102.365   MT  0.99961883   +0 17 16.2
 JU2849
 JU2849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2849!SPC NJ       -   1.00000497  x   0.99990019  =   0.99990516
 JU2849!UTM  18      -   1.00000497  x   0.99961883  =   0.99962380
 JU2849
 JU2849:                Primary Azimuth Mark                     Grid Az
 JU2849:SPC NJ       -  GAS                                      077 47 52.8
 JU2849:UTM  18      -  GAS                                      077 28 51.3
 JU2849
 JU2849|---------------------------------------------------------------------|
 JU2849| PID    Reference Object                     Distance      Geod. Az  |
 JU2849|                                                           dddmmss.s |
 JU2849| JU2769 GAS                                 APPROX. 6.1 KM 0774607.5 |
 JU2849| CB2929 RISLEY RM 1                          22.468 METERS 15310     |
 JU2849| CB2930 RISLEY RM 2                          30.573 METERS 28426     |
 JU2849|---------------------------------------------------------------------|
 JU2849
 JU2849                          SUPERSEDED SURVEY CONTROL
 JU2849
 JU2849  NAD 83(1986)-  39 21 34.24733(N)    074 32 46.04058(W) AD(       ) 3
 JU2849  NAD 27      -  39 21 33.82600(N)    074 32 47.48900(W) AD(       ) 3
 JU2849
 JU2849.Superseded values are not recommended for survey control.
 JU2849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2849.See file dsdata.txt to determine how the superseded data were derived.
 JU2849
 JU2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3910256772(NAD 83)
 JU2849_MARKER: DS = TRIANGULATION STATION DISK
 JU2849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2849
 JU2849  HISTORY     - Date     Condition        Report By
 JU2849  HISTORY     - 1935     MONUMENTED       CGS
 JU2849  HISTORY     - 1937     GOOD             CGS
 JU2849  HISTORY     - 1950     SEE DESCRIPTION  CGS
 JU2849  HISTORY     - 1974     MARK NOT FOUND   NGS
 JU2849
 JU2849                          STATION DESCRIPTION
 JU2849
 JU2849'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2849'STATION IS LOCATED IN THE MARSH 71 FEET TO THE SW OF MILL ROAD
 JU2849'LEADING FROM NORTHFIELD, N.J. TO RISLEY LANDING.  FROM TRAFFIC
 JU2849'LIGHT AT THE JUNCTION OF PLEASANTVILLE BOULEVARD AND MAIN
 JU2849'STREET IN PLEASANTVILLE, N.J., GO TO THE SW ON MAIN STREET WHICH
 JU2849'RUNS INTO SHORE ROAD TOWARDS SOMERS POINT, N.J. 2.45 MILES UNTIL
 JU2849'2 YELLOW CAUTION BLINKING LIGHTS ARE REACHED IN NORTHFIELD,
 JU2849'N.J.  TURN LEFT ON MILL ROAD AND PROCEED UNDER STEEL ARCHWAY
 JU2849'WITH LARGE CONCRETE POSTS FOR 0.5 MILE.  FROM THIS POINT
 JU2849'STATION MONUMENT CAN BE SEEN.  A 16-FOOT STAND WAS ERECTED TO
 JU2849'SEE OVER MARSH, HOWEVER.  ALL OTHER STATIONS EXCEPT MARSHALL
 JU2849'MAY BE SEEN FROM THE GROUND.  STATION MARSHALL CAN BE SEEN
 JU2849'FROM REFERENCE MARK NO.1 AND THIS POINT WAS USED AS RISLEY
 JU2849'ECCENTRIC.  A LARGE HOUSE AND TREES ARE IN LINE OF SIGHT FROM
 JU2849'STATION RISLEY TO STATION MARSHALL.
 JU2849'
 JU2849'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2849'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.  ALL MARKS ARE IN
 JU2849'ACCORDANCE WITH THE ABOVE NOTES EXCEPT 2 X 4 PILES DRIVEN INTO
 JU2849'GROUND UNDER THEM.  DISKS STAMPED RISLEY, 1935.  REFERENCE MARKS
 JU2849'STAMPED 1 AND 2 RESPECTIVELY.
 JU2849'
 JU2849'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 JU2849
 JU2849                          STATION RECOVERY (1937)
 JU2849
 JU2849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2849'THE STATION AND REFERENCE MARK NO.1 WERE RECOVERED.  STATION
 JU2849'MARK IS CRACKING AND WILL PROBABLY BE LOST IN A FEW
 JU2849'YEARS.  REFERENCE MARK NO.1 IS IN EXCELLENT CONDITION.  REFERENCE
 JU2849'MARK NO. 2 IS LOST, THE TOP OF THE MARK CRUMBLED AWAY AND THE
 JU2849'DISK WAS NO LONGER HELD FAST.  THE ARROW IN THE DISK OF
 JU2849'REFERENCE MARK NO.1 POINTS ABOUT 20 DEGREES TO THE RIGHT OF THE
 JU2849'STATION.  THE DESCRIPTION WAS FOUND TO BE COMPLETE.  EXCEPT THE
 JU2849'STATION IS 21.6 METERS SW OF THE CENTER LINE OF THE ROAD, IN
 JU2849'THE SOUTHERN EDGE OF A SMALL CANE.
 JU2849
 JU2849                          STATION RECOVERY (1950)
 JU2849
 JU2849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2849'STATION AND REFERENCE MARKS WERE DESTROYED.  THE REMAINS OF THE
 JU2849'STATION MARK AND REFERENCE MARK 1 WERE FOUND WHERE THE TOP OF
 JU2849'THE MONUMENTS HAD CRUMBLED AWAY.
 JU2849
 JU2849                          STATION RECOVERY (1974)
 JU2849
 JU2849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU2849'THE STATION IS LOCATED IN A SWAMP AND THE ENTIRE AREA IS COVERED
 JU2849'BY THICK SWAMP GRASS.  NO MARKS WERE FOUND, HOWEVER THEY MAY
 JU2849'STILL BE INTACT IN THE THICK GRASS.
 JU2849'
 JU2849'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2849'IN EAST EDGE OF NORTHFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2778 ***********************************************************************
 JU2778  DESIGNATION -  RITZ
 JU2778  PID         -  JU2778
 JU2778  STATE/COUNTY-  NJ/ATLANTIC
 JU2778  USGS QUAD   -  ATLANTIC CITY (1994)
 JU2778
 JU2778                         *CURRENT SURVEY CONTROL
 JU2778  ___________________________________________________________________
 JU2778* NAD 83(1996)-  39 21 10.24090(N)    074 26 37.23174(W)     ADJUSTED  
 JU2778* NAVD 88     -        71.8    (meters)     236.     (feet)  VERTCON   
 JU2778  ___________________________________________________________________
 JU2778  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 JU2778  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 JU2778
 JU2778  HORZ ORDER  -  FIRST
 JU2778
 JU2778.The horizontal coordinates were established by classical geodetic methods
 JU2778.and adjusted by the National Geodetic Survey in September 1999..
 JU2778
 JU2778.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2778
 JU2778.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2778
 JU2778.The geoid height was determined by GEOID03.
 JU2778
 JU2778;                    North         East     Units Scale Factor Converg.
 JU2778;SPC NJ       -    57,670.473   154,854.379   MT  0.99990029   +0 02 08.6
 JU2778;SPC NJ       -   189,207.21    508,051.41   sFT  0.99990029   +0 02 08.6
 JU2778;UTM  18      - 4,356,080.888   547,933.089   MT  0.99962829   +0 21 10.0
 JU2778
 JU2778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2778!SPC NJ       -   0.99999413  x   0.99990029  =   0.99989442
 JU2778!UTM  18      -   0.99999413  x   0.99962829  =   0.99962242
 JU2778
 JU2778:                Primary Azimuth Mark                     Grid Az
 JU2778:SPC NJ       -  ATLANTIC CITY MUNICIPAL TANK             035 56 18.3
 JU2778:UTM  18      -  ATLANTIC CITY MUNICIPAL TANK             035 37 16.9
 JU2778
 JU2778|---------------------------------------------------------------------|
 JU2778| PID    Reference Object                     Distance      Geod. Az  |
 JU2778|                                                           dddmmss.s |
 JU2778| JU2770 ATLANTIC CITY MUNICIPAL TANK        APPROX. 2.5 KM 0355826.9 |
 JU2778| JU2780 BRIGANTINE BEACH SOUTH TANK         APPROX. 6.5 KM 0440633.4 |
 JU2778| JU2765 ATLANTIC CITY CLARIDGE HOTEL        APPROX. 1.1 KM 0630426.1 |
 JU2778| CB2931 RITZ RM 1                             5.067 METERS 13612     |
 JU2778| CB2932 RITZ RM 2                            15.100 METERS 17230     |
 JU2778| JU2777 RITZ AERO BEACON                      2.164 METERS 18529     |
 JU2778| CB2933 RITZ RM 3                             5.994 METERS 24823     |
 JU2778| JU2779 ATLANTIC CITY RADIO WFPG MAST       APPROX. 2.7 KM 3451024.5 |
 JU2778| JU2793 ATLANTIC CITY RAD WFPG FM MAST      APPROX. 2.9 KM 3530424.4 |
 JU2778| JU4093 CITY HALL AZ MK                     APPROX. 1.2 KM 3572615.4 |
 JU2778|---------------------------------------------------------------------|
 JU2778
 JU2778                          SUPERSEDED SURVEY CONTROL
 JU2778
 JU2778  NAD 83(1986)-  39 21 10.22990(N)    074 26 37.22248(W) AD(       ) 1
 JU2778  NAD 27      -  39 21 09.80780(N)    074 26 38.69140(W) AD(       ) 1
 JU2778  NGVD 29 (07/19/86)   72.2    (m)          237.     (f) VERT ANG       
 JU2778
 JU2778.Superseded values are not recommended for survey control.
 JU2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2778.See file dsdata.txt to determine how the superseded data were derived.
 JU2778
 JU2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4793356081(NAD 83)
 JU2778_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JU2778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU2778_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2778+STABILITY: SURFACE MOTION
 JU2778
 JU2778  HISTORY     - Date     Condition        Report By
 JU2778  HISTORY     - 1931     MONUMENTED       CGS
 JU2778  HISTORY     - 1962     GOOD             CGS
 JU2778  HISTORY     - 1980     GOOD             LOCSUR
 JU2778  HISTORY     - 1981     GOOD             NGS
 JU2778
 JU2778                          STATION DESCRIPTION
 JU2778
 JU2778'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 JU2778'THIS STATION IS ON OCEAN AVENUE BETWEEN IOWA AND BELMONT AVENUES,
 JU2778'ATLANTIC CITY, ATOP THE RITZ-CARLTON HOTEL IN THE NW CORNER OF THE
 JU2778'ELEVATOR-PENTHOUSE ROOF.  AN AERO BEACON, MOUNTED ATOP A LATTICE
 JU2778'TOWER APPROXIMATELY 15 METERS HIGH, IS LOCATED TO THE SW OF THE
 JU2778'STATION ON THE SAME ROOF.  (SEE DESCRIPTION FOR AERO BEACON
 JU2778'(RITZ) ).
 JU2778'
 JU2778'CENTER IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 JU2778'(STAMPED RITZ-1931) SET IN THE TOP OF A 10- BY 10- BY 6-INCH
 JU2778'TRUNCATED-PYRAMIDAL CONCRETE MONUMENT (SECURED TO THE CONCRETE ROOF
 JU2778'BY LAG SCREWS).  THREE STANDARD C. AND G.S. BRONZE REFERENCE DISKS
 JU2778'WERE CEMENTED IN DRILL-HOLES ATOP THE PARAPET COPINGS OF THE
 JU2778'PENTHOUSE ROOF--ONE EACH ON THE N, E, AND W COPINGS.  THERE IS
 JU2778'AMPLE ROOM AND GOOD FOOTING FOR A CENTRAL TRIPOD SET-UP.
 JU2778'
 JU2778'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 JU2778
 JU2778                          STATION RECOVERY (1962)
 JU2778
 JU2778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2778'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 JU2778'CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1
 JU2778'CHECKED.  THE DISTANCE TO REFERENCE MARK 2 CHECKED BUT THE
 JU2778'DIRECTION WAS FOUND TO BE 1 MINUTE AND 24 SECONDS LARGER.  THE
 JU2778'DISTANCE TO REFERENCE MARK 3 CHECKED BUT THE DIRECTION WAS 3
 JU2778'MINUTES AND 8 SECONDS LARGER.  THE BEACON IN THE OLD DESCRIPTION
 JU2778'IS NO LONGER THERE.
 JU2778'
 JU2778'THE PREVIOUS DESCRIPTION IS ADEQUATE.
 JU2778'
 JU2778'HEIGHT OF LIGHT ABOVE STATION MARK 1.15 METERS.
 JU2778
 JU2778                          STATION RECOVERY (1980)
 JU2778
 JU2778'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 JU2778'RECOVERED BY NDS INC AND FOUND TO BE IN GOOD CONDITION BUT
 JU2778'THIS STATION IS IN DANGER OF BEING DESTROYED BY THE CONSTRUCTION OF A
 JU2778'CASINO AND IT SHOULD BE RELOCATED A.S.A.P.  THERE IS AN FM RADIO
 JU2778'STATION TRANSMITTING TOWER APPROX. THREE FEET FROM THE MARK WHICH
 JU2778'GIVES A BURN TO AN OBSERVER OR LIGHTKEEPER WHO TOUCHES ANY METAL
 JU2778'OBJECT SET UP ON STATION RITZ 1932.  RM 1,RM 2, AND RM 3 FOUND IN GOOD
 JU2778'CONDITION.
 JU2778
 JU2778                          STATION RECOVERY (1981)
 JU2778
 JU2778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JU2778'THE STATION WAS RECOVERED AT THIS DATE.
 JU2778'THE STATION AND REFERNCE MARKS 1, 2, AND 3 WERE RECOVERED.
 JU2778'
 JU2778'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 JU2778'
 JU2778'DESCRIBED BY R G POUST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0227 ***********************************************************************
 JU0227  DESIGNATION -  RIVER
 JU0227  PID         -  JU0227
 JU0227  STATE/COUNTY-  NJ/OCEAN
 JU0227  USGS QUAD   -  TOMS RIVER (1989)
 JU0227
 JU0227                         *CURRENT SURVEY CONTROL
 JU0227  ___________________________________________________________________
 JU0227* NAD 83(1986)-  39 53 09.     (N)    074 11 32.     (W)     SCALED    
 JU0227* NAVD 88     -         3.16   (+/-2cm)      10.4    (feet)  VERTCON   
 JU0227  ___________________________________________________________________
 JU0227  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JU0227
 JU0227  VERT ORDER  -  ? (See Below)
 JU0227
 JU0227.The horizontal coordinates were scaled from a topographic map and have
 JU0227.an estimated accuracy of +/- 6 seconds.
 JU0227
 JU0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU0227.The vertical order pertains to the NGVD 29 superseded value.
 JU0227
 JU0227.The geoid height was determined by GEOID03.
 JU0227
 JU0227;                    North         East    Units  Estimated Accuracy
 JU0227;SPC NJ       -   116,890.      176,320.      MT  (+/- 180 meters Scaled)
 JU0227
 JU0227                          SUPERSEDED SURVEY CONTROL
 JU0227
 JU0227  NGVD 29 (??/??/??)    3.539  (m)           11.61   (f) ADJUSTED    ?  
 JU0227
 JU0227.Superseded values are not recommended for survey control.
 JU0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0227.See file dsdata.txt to determine how the superseded data were derived.
 JU0227
 JU0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK690153(NAD 83)
 JU0227_MARKER: DB = BENCH MARK DISK
 JU0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0227_SP_SET: FLAGTOWER
 JU0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0227
 JU0227  HISTORY     - Date     Condition        Report By
 JU0227  HISTORY     - UNK      MONUMENTED       CGS
 JU0227  HISTORY     - 1951     GOOD             CGS
 JU0227  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU0227
 JU0227                          STATION DESCRIPTION
 JU0227
 JU0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JU0227'2 MI N FROM BARNEGAT INLET.
 JU0227'THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF THE
 JU0227'NORTHEAST LEG OF THE METAL FLAGPOLE TOWER AT THE FORKED RIVER
 JU0227'COAST GUARD STATION.
 JU0227
 JU0227                          STATION RECOVERY (1984)
 JU0227
 JU0227'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5742 ***********************************************************************
 KV5742  DESIGNATION -  RIVERSIDE FLORENCE THREAD TANK
 KV5742  PID         -  KV5742
 KV5742  STATE/COUNTY-  NJ/BURLINGTON
 KV5742  USGS QUAD   -  BEVERLY (1973)
 KV5742
 KV5742                         *CURRENT SURVEY CONTROL
 KV5742  ___________________________________________________________________
 KV5742* NAD 83(1996)-  40 02 13.90628(N)    074 57 41.71749(W)     ADJUSTED  
 KV5742* NAVD 88     -                                                        
 KV5742  ___________________________________________________________________
 KV5742  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 KV5742  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV5742
 KV5742  HORZ ORDER  -  THIRD
 KV5742
 KV5742.The horizontal coordinates were established by classical geodetic methods
 KV5742.and adjusted by the National Geodetic Survey in September 1999..
 KV5742
 KV5742
 KV5742.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5742
 KV5742.The geoid height was determined by GEOID03.
 KV5742
 KV5742;                    North         East     Units Scale Factor Converg.
 KV5742;SPC NJ       -   133,746.147   110,608.465   MT  0.99991910   -0 17 49.0
 KV5742;SPC NJ       -   438,798.82    362,887.94   sFT  0.99991910   -0 17 49.0
 KV5742;SPC PA S     -    81,909.922   837,940.970   MT  0.99998538   +1 48 32.8
 KV5742;SPC PA S     -   268,732.80  2,749,144.67   sFT  0.99998538   +1 48 32.8
 KV5742;UTM  18      - 4,431,886.352   503,277.041   MT  0.99960013   +0 01 29.0
 KV5742
 KV5742                          SUPERSEDED SURVEY CONTROL
 KV5742
 KV5742  NAD 83(1986)-  40 02 13.90530(N)    074 57 41.71824(W) AD(       ) 4
 KV5742  NAD 27      -  40 02 13.50300(N)    074 57 43.10800(W) AD(       ) 3
 KV5742
 KV5742.Superseded values are not recommended for survey control.
 KV5742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5742.See file dsdata.txt to determine how the superseded data were derived.
 KV5742
 KV5742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0327731886(NAD 83)
 KV5742_MARKER: 51 = TANK
 KV5742
 KV5742  HISTORY     - Date     Condition        Report By
 KV5742  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5742  HISTORY     - 1947     GOOD             CGS
 KV5742  HISTORY     - 1976     GOOD             NGS
 KV5742
 KV5742                          STATION DESCRIPTION
 KV5742
 KV5742'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5742'STATION IS IN RIVERSIDE, INTERSECTION OF NEW JERSEY AND FAIRVIEW
 KV5742'AVENUES, ON TOP OF 4-STORY THREAD COMPANY BRICK BUILDING.  THE
 KV5742'FINIAL OF A WOODEN GREEN TANK.
 KV5742
 KV5742                          STATION RECOVERY (1947)
 KV5742
 KV5742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5742'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5742'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGE--
 KV5742'
 KV5742'CHANGE GREEN TANK TO BROWN TANK.
 KV5742
 KV5742                          STATION RECOVERY (1976)
 KV5742
 KV5742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5742'THE TANK WAS RECOVERED.  THE TANK IS NOW BLACK.  OTHERWISE THE
 KV5742'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5739 ***********************************************************************
 KV5739  DESIGNATION -  RIVERSIDE KEYSTONE WATCH TANK
 KV5739  PID         -  KV5739
 KV5739  STATE/COUNTY-  NJ/BURLINGTON
 KV5739  USGS QUAD   -  BEVERLY (1973)
 KV5739
 KV5739                         *CURRENT SURVEY CONTROL
 KV5739  ___________________________________________________________________
 KV5739* NAD 83(1996)-  40 02 23.94302(N)    074 57 32.14082(W)     ADJUSTED  
 KV5739* NAVD 88     -                                                        
 KV5739  ___________________________________________________________________
 KV5739  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 KV5739  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV5739
 KV5739  HORZ ORDER  -  THIRD
 KV5739
 KV5739.The horizontal coordinates were established by classical geodetic methods
 KV5739.and adjusted by the National Geodetic Survey in September 1999..
 KV5739
 KV5739
 KV5739.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5739
 KV5739.The geoid height was determined by GEOID03.
 KV5739
 KV5739;                    North         East     Units Scale Factor Converg.
 KV5739;SPC NJ       -   134,054.510   110,837.079   MT  0.99991887   -0 17 42.9
 KV5739;SPC NJ       -   439,810.50    363,637.98   sFT  0.99991887   -0 17 42.9
 KV5739;SPC PA S     -    82,226.499   838,158.112   MT  0.99998504   +1 48 39.0
 KV5739;SPC PA S     -   269,771.44  2,749,857.07   sFT  0.99998504   +1 48 39.0
 KV5739;UTM  18      - 4,432,195.894   503,503.847   MT  0.99960015   +0 01 35.1
 KV5739
 KV5739                          SUPERSEDED SURVEY CONTROL
 KV5739
 KV5739  NAD 83(1986)-  40 02 23.94206(N)    074 57 32.14170(W) AD(       ) 4
 KV5739  NAD 27      -  40 02 23.53900(N)    074 57 33.53200(W) AD(       ) 3
 KV5739
 KV5739.Superseded values are not recommended for survey control.
 KV5739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5739.See file dsdata.txt to determine how the superseded data were derived.
 KV5739
 KV5739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0350432196(NAD 83)
 KV5739_MARKER: 51 = TANK
 KV5739
 KV5739  HISTORY     - Date     Condition        Report By
 KV5739  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5739  HISTORY     - 1976     GOOD             NGS
 KV5739
 KV5739                          STATION DESCRIPTION
 KV5739
 KV5739'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5739'STATION IS IN RIVERSIDE, INTERSECTION OF PAVILION AVENUE AND
 KV5739'LAFAYETTE STREET.  THE FINIAL OF A RED WOODEN TANK ATOP THE 6-STORY
 KV5739'FACTORY BUILDING.
 KV5739
 KV5739                          STATION RECOVERY (1976)
 KV5739
 KV5739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5739'THE TANK IS NOW PAINTED BLACK.  OTHERWISE THE DESCRIPTION IS
 KV5739'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5740 ***********************************************************************
 KV5740  DESIGNATION -  RIVERSIDE METAL CO TANK
 KV5740  PID         -  KV5740
 KV5740  STATE/COUNTY-  NJ/BURLINGTON
 KV5740  USGS QUAD   -  BEVERLY (1973)
 KV5740
 KV5740                         *CURRENT SURVEY CONTROL
 KV5740  ___________________________________________________________________
 KV5740* NAD 83(1996)-  40 02 28.39705(N)    074 57 30.02625(W)     ADJUSTED  
 KV5740* NAVD 88     -                                                        
 KV5740  ___________________________________________________________________
 KV5740  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 KV5740  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV5740
 KV5740  HORZ ORDER  -  THIRD
 KV5740
 KV5740.The horizontal coordinates were established by classical geodetic methods
 KV5740.and adjusted by the National Geodetic Survey in September 1999..
 KV5740
 KV5740
 KV5740.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5740
 KV5740.The geoid height was determined by GEOID03.
 KV5740
 KV5740;                    North         East     Units Scale Factor Converg.
 KV5740;SPC NJ       -   134,191.615   110,887.910   MT  0.99991883   -0 17 41.5
 KV5740;SPC NJ       -   440,260.32    363,804.75   sFT  0.99991883   -0 17 41.5
 KV5740;SPC PA S     -    82,365.389   838,203.874   MT  0.99998488   +1 48 40.4
 KV5740;SPC PA S     -   270,227.11  2,750,007.21   sFT  0.99998488   +1 48 40.4
 KV5740;UTM  18      - 4,432,333.239   503,553.893   MT  0.99960016   +0 01 36.5
 KV5740
 KV5740                          SUPERSEDED SURVEY CONTROL
 KV5740
 KV5740  NAD 83(1986)-  40 02 28.39703(N)    074 57 30.03032(W) AD(       ) 4
 KV5740  NAD 27      -  40 02 27.99500(N)    074 57 31.42000(W) AD(       ) 3
 KV5740
 KV5740.Superseded values are not recommended for survey control.
 KV5740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5740.See file dsdata.txt to determine how the superseded data were derived.
 KV5740
 KV5740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0355432333(NAD 83)
 KV5740_MARKER: 53 = ELEVATED TANK
 KV5740
 KV5740  HISTORY     - Date     Condition        Report By
 KV5740  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5740  HISTORY     - 1976     GOOD             NGS
 KV5740
 KV5740                          STATION DESCRIPTION
 KV5740
 KV5740'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5740'STATION IS IN RIVERSIDE, NEAR INTERSECTION OF POLK STREET AND
 KV5740'PAVILION AVENUE.  THE FINIAL OF A 125-FOOT BLACK ELEVATED WATER
 KV5740'TANK.
 KV5740
 KV5740                          STATION RECOVERY (1976)
 KV5740
 KV5740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5740'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5741 ***********************************************************************
 KV5741  DESIGNATION -  RIVERSIDE METAL CO STACK
 KV5741  PID         -  KV5741
 KV5741  STATE/COUNTY-  NJ/BURLINGTON
 KV5741  USGS QUAD   -  BEVERLY (1973)
 KV5741
 KV5741                         *CURRENT SURVEY CONTROL
 KV5741  ___________________________________________________________________
 KV5741* NAD 83(1996)-  40 02 26.56839(N)    074 57 29.05650(W)     ADJUSTED  
 KV5741* NAVD 88     -                                                        
 KV5741  ___________________________________________________________________
 KV5741  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 KV5741  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV5741
 KV5741  HORZ ORDER  -  THIRD
 KV5741
 KV5741.The horizontal coordinates were established by classical geodetic methods
 KV5741.and adjusted by the National Geodetic Survey in September 1999..
 KV5741
 KV5741
 KV5741.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5741
 KV5741.The geoid height was determined by GEOID03.
 KV5741
 KV5741;                    North         East     Units Scale Factor Converg.
 KV5741;SPC NJ       -   134,135.100   110,910.607   MT  0.99991880   -0 17 40.9
 KV5741;SPC NJ       -   440,074.91    363,879.22   sFT  0.99991880   -0 17 40.9
 KV5741;SPC PA S     -    82,309.743   838,228.634   MT  0.99998495   +1 48 41.0
 KV5741;SPC PA S     -   270,044.55  2,750,088.44   sFT  0.99998495   +1 48 41.0
 KV5741;UTM  18      - 4,432,276.870   503,576.899   MT  0.99960016   +0 01 37.1
 KV5741
 KV5741                          SUPERSEDED SURVEY CONTROL
 KV5741
 KV5741  NAD 83(1986)-  40 02 26.56616(N)    074 57 29.05767(W) AD(       ) 4
 KV5741  NAD 27      -  40 02 26.16400(N)    074 57 30.44500(W) AD(       ) 3
 KV5741
 KV5741.Superseded values are not recommended for survey control.
 KV5741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5741.See file dsdata.txt to determine how the superseded data were derived.
 KV5741
 KV5741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0357732277(NAD 83)
 KV5741_MARKER: 63 = STACK
 KV5741
 KV5741  HISTORY     - Date     Condition        Report By
 KV5741  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5741  HISTORY     - 1947     GOOD             CGS
 KV5741
 KV5741                          STATION DESCRIPTION
 KV5741
 KV5741'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5741'THIS STATION IS THE CENTER OF THE LARGEST OF THREE STACKS AT
 KV5741'THE RIVERSIDE METAL COMPANY AT THE NW CORNER OF PAVILION AVENUE
 KV5741'AND THE RAILROAD TRACKS JUST BEHIND THE KEYSTONE WATCH CASE
 KV5741'COMPANY.  IT IS A LIGHT BRICK STACK ABOUT 135 FEET HIGH WITH
 KV5741'SLIGHT CORBEL AND FANCY INLAY WORK AT THE TOP.
 KV5741
 KV5741                          STATION RECOVERY (1947)
 KV5741
 KV5741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5741'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5741'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5736 ***********************************************************************
 KV5736  DESIGNATION -  RIVERSIDE ST PETERS CH SPIRE
 KV5736  PID         -  KV5736
 KV5736  STATE/COUNTY-  NJ/BURLINGTON
 KV5736  USGS QUAD   -  BEVERLY (1973)
 KV5736
 KV5736                         *CURRENT SURVEY CONTROL
 KV5736  ___________________________________________________________________
 KV5736* NAD 83(1996)-  40 02 16.62225(N)    074 57 24.95045(W)     ADJUSTED  
 KV5736* NAVD 88     -                                                        
 KV5736  ___________________________________________________________________
 KV5736  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 KV5736  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV5736
 KV5736  HORZ ORDER  -  THIRD
 KV5736
 KV5736.The horizontal coordinates were established by classical geodetic methods
 KV5736.and adjusted by the National Geodetic Survey in September 1999..
 KV5736
 KV5736
 KV5736.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5736
 KV5736.The geoid height was determined by GEOID03.
 KV5736
 KV5736;                    North         East     Units Scale Factor Converg.
 KV5736;SPC NJ       -   133,827.859   111,006.364   MT  0.99991871   -0 17 38.2
 KV5736;SPC NJ       -   439,066.90    364,193.38   sFT  0.99991871   -0 17 38.2
 KV5736;SPC PA S     -    82,006.208   838,335.624   MT  0.99998529   +1 48 43.6
 KV5736;SPC PA S     -   269,048.70  2,750,439.46   sFT  0.99998529   +1 48 43.6
 KV5736;UTM  18      - 4,431,970.269   503,674.348   MT  0.99960017   +0 01 39.7
 KV5736
 KV5736                          SUPERSEDED SURVEY CONTROL
 KV5736
 KV5736  NAD 83(1986)-  40 02 16.62016(N)    074 57 24.95325(W) AD(       ) 4
 KV5736  NAD 27      -  40 02 16.21700(N)    074 57 26.34000(W) AD(       ) 3
 KV5736
 KV5736.Superseded values are not recommended for survey control.
 KV5736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5736.See file dsdata.txt to determine how the superseded data were derived.
 KV5736
 KV5736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0367431970(NAD 83)
 KV5736_MARKER: 90 = CHURCH SPIRE
 KV5736
 KV5736  HISTORY     - Date     Condition        Report By
 KV5736  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5736  HISTORY     - 1947     GOOD             CGS
 KV5736
 KV5736                          STATION DESCRIPTION
 KV5736
 KV5736'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5736'THIS STATION IS THE CROSS ON TOP OF THE SPIRE OF THE ST. PETERS
 KV5736'CATHOLIC CHURCH ON THE E CORNER OF SCOTT AND MIDDLETON STREETS
 KV5736'FACING W.  THE CHURCH IS A RED-BRICK BUILDING WITH BELFRY AND
 KV5736'SPIRE OVER THE FRONT CENTER.  THE SPIRE IS SQUARE SLATE COVERED
 KV5736'WITH A GOLD CROSS AT THE TIP.
 KV5736
 KV5736                          STATION RECOVERY (1947)
 KV5736
 KV5736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5736'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5736'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3685 ***********************************************************************
 KV3685  DESIGNATION -  RIVERTON CL
 KV3685  PID         -  KV3685
 KV3685  STATE/COUNTY-  NJ/BURLINGTON
 KV3685  USGS QUAD   -  FRANKFORD (1997)
 KV3685
 KV3685                         *CURRENT SURVEY CONTROL
 KV3685  ___________________________________________________________________
 KV3685* NAD 83(1996)-  40 00 31.19677(N)    075 02 08.75750(W)     ADJUSTED  
 KV3685* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV3685  ___________________________________________________________________
 KV3685  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 KV3685  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV3685
 KV3685  HORZ ORDER  -  SECOND
 KV3685
 KV3685.The horizontal coordinates were established by classical geodetic methods
 KV3685.and adjusted by the National Geodetic Survey in September 1999..
 KV3685
 KV3685.The orthometric height was scaled from a topographic map.
 KV3685
 KV3685.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3685
 KV3685.The geoid height was determined by GEOID03.
 KV3685
 KV3685;                    North         East     Units Scale Factor Converg.
 KV3685;SPC NJ       -   130,614.006   104,259.119   MT  0.99992575   -0 20 40.0
 KV3685;SPC NJ       -   428,522.78    342,056.79   sFT  0.99992575   -0 20 40.0
 KV3685;SPC PA S     -    78,546.379   831,710.594   MT  0.99998907   +1 45 39.5
 KV3685;SPC PA S     -   257,697.58  2,728,703.84   sFT  0.99998907   +1 45 39.5
 KV3685;UTM  18      - 4,428,719.648   496,947.413   MT  0.99960011   -0 01 22.8
 KV3685
 KV3685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3685!SPC NJ       -   1.00000506  x   0.99992575  =   0.99993081
 KV3685!SPC PA S     -   1.00000506  x   0.99998907  =   0.99999413
 KV3685!UTM  18      -   1.00000506  x   0.99960011  =   0.99960516
 KV3685
 KV3685:                Primary Azimuth Mark                     Grid Az
 KV3685:SPC NJ       -  TACONY ST VINCENTS SCH CUPOLA            014 56 42.7
 KV3685:SPC PA S     -  TACONY ST VINCENTS SCH CUPOLA            012 50 23.2
 KV3685:UTM  18      -  TACONY ST VINCENTS SCH CUPOLA            014 37 25.5
 KV3685
 KV3685|---------------------------------------------------------------------|
 KV3685| PID    Reference Object                     Distance      Geod. Az  |
 KV3685|                                                           dddmmss.s |
 KV3685| KV3689 TACONY ST VINCENTS SCH CUPOLA       APPROX. 1.6 KM 0143602.7 |
 KV3685| KV3692 TACONY DELANEY TANK                 APPROX. 1.8 KM 0185619.3 |
 KV3685| KV3691 PALMYRA RANGE FRONT LIGHT           APPROX. 0.7 KM 0563824.9 |
 KV3685| KV3709 PALMYRA EPWORTH ME CH SPIRE         APPROX. 1.3 KM 1021111.9 |
 KV3685| KV3686 CLARK                                47.867 METERS 13007     |
 KV3685| KV3674 PALMYRA 33 USE                      406.159 METERS 2680959.1 |
 KV3685| CB4299 RIVERTON CL RM 1                     10.417 METERS 30001     |
 KV3685| KV3681 PALMYRA CL USE                      245.168 METERS 30808     |
 KV3685|---------------------------------------------------------------------|
 KV3685
 KV3685                          SUPERSEDED SURVEY CONTROL
 KV3685
 KV3685  NAD 83(1991)-  40 00 31.19409(N)    075 02 08.76017(W) AD(       ) 2
 KV3685  NAD 83(1986)-  40 00 31.19341(N)    075 02 08.76219(W) AD(       ) 2
 KV3685  NAD 27      -  40 00 30.79100(N)    075 02 10.14200(W) AD(       ) 2
 KV3685
 KV3685.Superseded values are not recommended for survey control.
 KV3685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3685.See file dsdata.txt to determine how the superseded data were derived.
 KV3685
 KV3685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9694728720(NAD 83)
 KV3685_MARKER: Z = SEE DESCRIPTION
 KV3685_SETTING: 0 = UNSPECIFIED SETTING
 KV3685
 KV3685  HISTORY     - Date     Condition        Report By
 KV3685  HISTORY     - 1935     MONUMENTED       CGS
 KV3685  HISTORY     - 1946     GOOD             CGS
 KV3685
 KV3685                          STATION DESCRIPTION
 KV3685
 KV3685'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV3685'STATION IS N OF PALMYRA, ON EIGHT MILE POINT, ON CREST OF A
 KV3685'NW-SE LEVEE, ABOUT 0.2 MILE NE OF TACONY-PALMYRA BRIDGE TOLL
 KV3685'GATE, ON LINE BETWEEN THE PALMYRA RANGE FRONT AND REAR LIGHTS,
 KV3685'ON RANGE WITH ST. VINCENTS SCHOOL CUPOLA AND THE NW CORNER OF
 KV3685'THE 2-STORY SECTION OF THE YELLOW, RED-TOP BUILDING OF QUAKER
 KV3685'YACHT CLUB, BOTH OF TACONY, PENNSYLVANIA.  A STANDARD UNITED
 KV3685'STATES ARMY ENGINEERS GALVANIZED TOP STATION MARKER.  REFERENCE
 KV3685'MARK NO. 1 IS NW OF STATION ON CREST OF LEVEE.
 KV3685'
 KV3685'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 KV3685'DESCRIBED.
 KV3685'
 KV3685'MAIN SCHEME STATION.
 KV3685'
 KV3685'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV3685
 KV3685                          STATION RECOVERY (1946)
 KV3685
 KV3685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 KV3685'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  THE
 KV3685'ORIGINAL DESCRIPTION IS ADEQUATE.  DISTANCE TO REFERENCE MARK
 KV3685'1 WAS MEASURED AND FOUND TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3705 ***********************************************************************
 KV3705  DESIGNATION -  RIVERTON LIGHT 1935
 KV3705  PID         -  KV3705
 KV3705  STATE/COUNTY-  NJ/BURLINGTON
 KV3705  USGS QUAD   -  FRANKFORD (1997)
 KV3705
 KV3705                         *CURRENT SURVEY CONTROL
 KV3705  ___________________________________________________________________
 KV3705* NAD 83(1996)-  40 00 53.37189(N)    075 01 03.69470(W)     ADJUSTED  
 KV3705* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV3705  ___________________________________________________________________
 KV3705  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 KV3705  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV3705
 KV3705  HORZ ORDER  -  SECOND
 KV3705
 KV3705.The horizontal coordinates were established by classical geodetic methods
 KV3705.and adjusted by the National Geodetic Survey in September 1999..
 KV3705
 KV3705.The orthometric height was scaled from a topographic map.
 KV3705
 KV3705.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3705
 KV3705.The geoid height was determined by GEOID03.
 KV3705
 KV3705;                    North         East     Units Scale Factor Converg.
 KV3705;SPC NJ       -   131,288.770   105,806.077   MT  0.99992404   -0 19 58.3
 KV3705;SPC NJ       -   430,736.57    347,132.10   sFT  0.99992404   -0 19 58.3
 KV3705;SPC PA S     -    79,277.569   833,231.814   MT  0.99998826   +1 46 21.7
 KV3705;SPC PA S     -   260,096.49  2,733,694.71   sFT  0.99998826   +1 46 21.7
 KV3705;UTM  18      - 4,429,402.859   498,490.060   MT  0.99960003   -0 00 41.0
 KV3705
 KV3705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3705!SPC NJ       -   1.00000506  x   0.99992404  =   0.99992909
 KV3705!SPC PA S     -   1.00000506  x   0.99998826  =   0.99999332
 KV3705!UTM  18      -   1.00000506  x   0.99960003  =   0.99960508
 KV3705
 KV3705                          SUPERSEDED SURVEY CONTROL
 KV3705
 KV3705  NAD 83(1991)-  40 00 53.36929(N)    075 01 03.69713(W) AD(       ) 2
 KV3705  NAD 83(1986)-  40 00 53.36895(N)    075 01 03.69790(W) AD(       ) 2
 KV3705  NAD 27      -  40 00 52.96000(N)    075 01 05.08000(W) AD(       ) 2
 KV3705
 KV3705.Superseded values are not recommended for survey control.
 KV3705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3705.See file dsdata.txt to determine how the superseded data were derived.
 KV3705
 KV3705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9849029403(NAD 83)
 KV3705_MARKER: 14 = NAVIGATION LIGHT
 KV3705
 KV3705  HISTORY     - Date     Condition        Report By
 KV3705  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV3705
 KV3705                          STATION DESCRIPTION
 KV3705
 KV3705'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV3705'IN RIVERTON, N END OF MAIN STREET ON SW SIDE OF THE MIDDLE,
 KV3705'FILLED SECTION OF RIVERTON WHARF, 16.90 METERS SW FROM THE E
 KV3705'CORNER OF THE HOUSE ON DOCK, 12.25 METERS SE OF S CORNER OF
 KV3705'SAME HOUSE.
 KV3705'
 KV3705'STATION RIVERTON WHARF 2 IS SET IN TOP OF THE CONCRETE BASE OF THE
 KV3705'LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3712 ***********************************************************************
 KV3712  DESIGNATION -  RIVERTON WHARF 2 RESET
 KV3712  PID         -  KV3712
 KV3712  STATE/COUNTY-  NJ/BURLINGTON
 KV3712  USGS QUAD   -  FRANKFORD (1997)
 KV3712
 KV3712                         *CURRENT SURVEY CONTROL
 KV3712  ___________________________________________________________________
 KV3712* NAD 83(1996)-  40 00 54.13921(N)    075 01 04.28683(W)     ADJUSTED  
 KV3712* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV3712  ___________________________________________________________________
 KV3712  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 KV3712  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV3712
 KV3712  HORZ ORDER  -  SECOND
 KV3712
 KV3712.The horizontal coordinates were established by classical geodetic methods
 KV3712.and adjusted by the National Geodetic Survey in September 1999..
 KV3712
 KV3712.The orthometric height was scaled from a topographic map.
 KV3712
 KV3712.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3712
 KV3712.The geoid height was determined by GEOID03.
 KV3712
 KV3712;                    North         East     Units Scale Factor Converg.
 KV3712;SPC NJ       -   131,312.516   105,792.173   MT  0.99992405   -0 19 58.7
 KV3712;SPC NJ       -   430,814.48    347,086.49   sFT  0.99992405   -0 19 58.7
 KV3712;SPC PA S     -    79,300.789   833,217.047   MT  0.99998823   +1 46 21.3
 KV3712;SPC PA S     -   260,172.67  2,733,646.26   sFT  0.99998823   +1 46 21.3
 KV3712;UTM  18      - 4,429,426.519   498,476.028   MT  0.99960003   -0 00 41.3
 KV3712
 KV3712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3712!SPC NJ       -   1.00000506  x   0.99992405  =   0.99992911
 KV3712!SPC PA S     -   1.00000506  x   0.99998823  =   0.99999329
 KV3712!UTM  18      -   1.00000506  x   0.99960003  =   0.99960508
 KV3712
 KV3712|---------------------------------------------------------------------|
 KV3712| PID    Reference Object                     Distance      Geod. Az  |
 KV3712|                                                           dddmmss.s |
 KV3712| CB4302 RIVERTON WHARF 2 RM                                07231     |
 KV3712| CB4300 RIVERTON WHARF 2 RM 1                52.814 METERS 13548     |
 KV3712| KV3705 RIVERTON LIGHT 1935                  27.518 METERS 14919     |
 KV3712| CB4301 RIVERTON WHARF 2 RM 2                27.288 METERS 14959     |
 KV3712| KV3710 RIVERTON BIDDLES HSE FLAGSTAFF      314.858 METERS 23125     |
 KV3712| KV3691 PALMYRA RANGE FRONT LIGHT           APPROX. 1.0 KM 2503643.2 |
 KV3712| KV3678 TACONY H DISSTON SONS CHIMNEY       APPROX. 1.9 KM 2811622.5 |
 KV3712| KV3689 TACONY ST VINCENTS SCH CUPOLA       APPROX. 1.4 KM 3063005.8 |
 KV3712| KV3692 TACONY DELANEY TANK                 APPROX. 1.4 KM 3173425.4 |
 KV3712|---------------------------------------------------------------------|
 KV3712
 KV3712                          SUPERSEDED SURVEY CONTROL
 KV3712
 KV3712  NAD 83(1991)-  40 00 54.13660(N)    075 01 04.28926(W) AD(       ) 2
 KV3712  NAD 83(1986)-  40 00 54.13624(N)    075 01 04.29001(W) AD(       ) 2
 KV3712  NAD 27      -  40 00 53.73300(N)    075 01 05.67300(W) AD(       ) 2
 KV3712
 KV3712.Superseded values are not recommended for survey control.
 KV3712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3712.See file dsdata.txt to determine how the superseded data were derived.
 KV3712
 KV3712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9847629427(NAD 83)
 KV3712
 KV3712  HISTORY     - Date     Condition        Report By
 KV3712  HISTORY     - 1911     MONUMENTED       CGS
 KV3712  HISTORY     - 1925     SEE DESCRIPTION  CGS
 KV3712  HISTORY     - 1935     SEE DESCRIPTION  CGS
 KV3712  HISTORY     - 1946     GOOD             CGS
 KV3712
 KV3712                          STATION DESCRIPTION
 KV3712
 KV3712'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (SF)
 KV3712'NO TEXT
 KV3712
 KV3712                          STATION RECOVERY (1925)
 KV3712
 KV3712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (LDG)
 KV3712'THE STATION WAS RECOVERED EXCEPT AS NOTED.  THE SIDE OF THE
 KV3712'DOCK NEXT TO THE STATION HAS BULGED OUT A LITTLE CARRYING THE
 KV3712'MARK WITH IT.  THE DISTANCE TO REFERENCE MARK NO.1 IS LARGER
 KV3712'ON THIS ACCOUNT.  THE BUILDING WHICH WAS NEAR THE END OF THE
 KV3712'DOCK HAS BEEN MOVED BACK AND COVERS REFERENCE MARK NO.2.  A
 KV3712'NEW LOCATION WAS COMPUTED OF THE STATION WHICH DIFFERED SLIGHTLY
 KV3712'FROM THE OLD ONE.
 KV3712'
 KV3712'REFERENCE MARK NO.1 DISTANCE 28.58 FEET.  N 72 DEG 31 MIN E.
 KV3712'
 KV3712'HEIGHT OF SIGNAL ABOVE STATION MARK 18 FEET.
 KV3712
 KV3712                          STATION RECOVERY (1935)
 KV3712
 KV3712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV3712'IN RIVERTON, N END OF MAIN STREET ON SW SIDE OF THE MIDDLE,
 KV3712'FILLED SECTION OF RIVERTON WHARF, 16.90 METERS SW FROM THE E
 KV3712'CORNER OF THE HOUSE ON DOCK, 12.25 METERS SE OF S CORNER OF
 KV3712'SAME HOUSE.
 KV3712'
 KV3712'STATION REMARKED.  NEW
 KV3712'REFERENCE MARKS NOS. 1 AND 2 WERE ESTABLISHED, STANDARD TABLETS
 KV3712'RESPECTIVELY IN THE TOP OF RETAINING WALL 12 FEET NE OF NE SIDE
 KV3712'INSHORE END OF WHARF, AND IN THE TOP OF CONCRETE BASE OF
 KV3712'RIVERTON LIGHT.
 KV3712'
 KV3712'MAIN SCHEME STATION.  ELEVATION OF SIGNAL, 1.5 METERS.
 KV3712
 KV3712                          STATION RECOVERY (1946)
 KV3712
 KV3712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 KV3712'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 KV3712'ORIGINAL 1911 DESCRIPTION AND THE 1935 RECOVERY NOTES ARE
 KV3712'ADEQUATE.  DISTANCES TO REFERENCE MARKS WERE MEASURED AND FOUND
 KV3712'TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0789 ***********************************************************************
 KV0789  DESIGNATION -  RM 2
 KV0789  PID         -  KV0789
 KV0789  STATE/COUNTY-  NJ/MIDDLESEX
 KV0789  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0789
 KV0789                         *CURRENT SURVEY CONTROL
 KV0789  ___________________________________________________________________
 KV0789* NAD 83(1986)-  40 29 35.     (N)    074 16 58.     (W)     SCALED    
 KV0789* NAVD 88     -         5.628  (meters)      18.46   (feet)  ADJUSTED  
 KV0789  ___________________________________________________________________
 KV0789  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV0789  DYNAMIC HT  -           5.626 (meters)      18.46  (feet)  COMP
 KV0789  MODELED GRAV-     980,216.3   (mgal)                       NAVD 88
 KV0789
 KV0789  VERT ORDER  -  FIRST     CLASS I
 KV0789
 KV0789.The horizontal coordinates were scaled from a topographic map and have
 KV0789.an estimated accuracy of +/- 6 seconds.
 KV0789
 KV0789.The orthometric height was determined by differential leveling
 KV0789.and adjusted by the National Geodetic Survey in June 1991..
 KV0789
 KV0789.The geoid height was determined by GEOID03.
 KV0789
 KV0789.The dynamic height is computed by dividing the NAVD 88
 KV0789.geopotential number by the normal gravity value computed on the
 KV0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0789.degrees latitude (g = 980.6199 gals.).
 KV0789
 KV0789.The modeled gravity was interpolated from observed gravity values.
 KV0789
 KV0789;                    North         East    Units  Estimated Accuracy
 KV0789;SPC NJ       -   184,280.      168,410.      MT  (+/- 180 meters Scaled)
 KV0789
 KV0789                          SUPERSEDED SURVEY CONTROL
 KV0789
 KV0789  NGVD 29 (04/16/92)    5.929  (m)           19.45   (f) ADJUSTED    1 1
 KV0789
 KV0789.Superseded values are not recommended for survey control.
 KV0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0789.See file dsdata.txt to determine how the superseded data were derived.
 KV0789
 KV0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK607827(NAD 83)
 KV0789_MARKER: DR = REFERENCE MARK DISK
 KV0789_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0789_SP_SET: BRIDGE COPING
 KV0789_STAMPING: NO 2
 KV0789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0789+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2001
 KV0789
 KV0789  HISTORY     - Date     Condition        Report By
 KV0789  HISTORY     - UNK      MONUMENTED       CGS
 KV0789  HISTORY     - 1952     GOOD             CGS
 KV0789  HISTORY     - 1974     GOOD             NGS
 KV0789  HISTORY     - 1978     GOOD             NGS
 KV0789  HISTORY     - 1980     POOR             LOCSUR
 KV0789  HISTORY     - 20010317 GOOD             PORANY
 KV0789
 KV0789                          STATION DESCRIPTION
 KV0789
 KV0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0789'AT SOUTH AMBOY.
 KV0789'AT SOUTH AMBOY, IN THE TOP OF THE SOUTH END OF MASONRY COPING
 KV0789'AT SOUTH END OF NEW YORK AND LONG BRANCH RAILROAD BRIDGE OVER
 KV0789'RARITAN RIVER, 6 1/4 FEET WEST OF WEST RAIL AND ABOUT LEVEL WITH
 KV0789'TRACK.
 KV0789
 KV0789                          STATION RECOVERY (1974)
 KV0789
 KV0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0789'RECOVERED IN GOOD CONDITION.
 KV0789
 KV0789                          STATION RECOVERY (1978)
 KV0789
 KV0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0789'RECOVERED IN GOOD CONDITION.
 KV0789
 KV0789                          STATION RECOVERY (1980)
 KV0789
 KV0789'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 KV0789'MARK RECOVERED IN POOR CONDITION.
 KV0789
 KV0789                          STATION RECOVERY (2001)
 KV0789
 KV0789'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV0789'RAIL LINE IS NOW OWNED BY NEW JERSEY TRANSIT.  FREQUENCY OF TRAINS
 KV0789'MAKES OCCUPATION DIFFICULT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1184 ***********************************************************************
 KV1184  DESIGNATION -  RM 97 NJGS
 KV1184  PID         -  KV1184
 KV1184  STATE/COUNTY-  NJ/SOMERSET
 KV1184  USGS QUAD   -  RARITAN (1981)
 KV1184
 KV1184                         *CURRENT SURVEY CONTROL
 KV1184  ___________________________________________________________________
 KV1184* NAD 83(1986)-  40 34 22.     (N)    074 40 18.     (W)     SCALED    
 KV1184* NAVD 88     -        29.232  (meters)      95.91   (feet)  ADJUSTED  
 KV1184  ___________________________________________________________________
 KV1184  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KV1184  DYNAMIC HT  -          29.219 (meters)      95.86  (feet)  COMP
 KV1184  MODELED GRAV-     980,175.9   (mgal)                       NAVD 88
 KV1184
 KV1184  VERT ORDER  -  FIRST     CLASS II
 KV1184
 KV1184.The horizontal coordinates were scaled from a topographic map and have
 KV1184.an estimated accuracy of +/- 6 seconds.
 KV1184
 KV1184.The orthometric height was determined by differential leveling
 KV1184.and adjusted by the National Geodetic Survey in June 1991..
 KV1184
 KV1184.The geoid height was determined by GEOID03.
 KV1184
 KV1184.The dynamic height is computed by dividing the NAVD 88
 KV1184.geopotential number by the normal gravity value computed on the
 KV1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1184.degrees latitude (g = 980.6199 gals.).
 KV1184
 KV1184.The modeled gravity was interpolated from observed gravity values.
 KV1184
 KV1184;                    North         East    Units  Estimated Accuracy
 KV1184;SPC NJ       -   193,120.      135,470.      MT  (+/- 180 meters Scaled)
 KV1184
 KV1184                          SUPERSEDED SURVEY CONTROL
 KV1184
 KV1184  NGVD 29 (??/??/??)   29.501  (m)           96.79   (f) ADJUSTED    1 2
 KV1184
 KV1184.Superseded values are not recommended for survey control.
 KV1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1184.See file dsdata.txt to determine how the superseded data were derived.
 KV1184
 KV1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK277913(NAD 83)
 KV1184_MARKER: Q = CHISELED SQUARE
 KV1184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1184_SP_SET: PAVEMENT
 KV1184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1184
 KV1184  HISTORY     - Date     Condition        Report By
 KV1184  HISTORY     - UNK      MONUMENTED       NJGS
 KV1184  HISTORY     - 1942     GOOD             CGS
 KV1184  HISTORY     - 20021130 MARK NOT FOUND   USPSQD
 KV1184
 KV1184                          STATION DESCRIPTION
 KV1184
 KV1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1184'1.9 MI W FROM RARITAN.
 KV1184'1.9 MILES WEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE
 KV1184'STATION AT RARITAN, SOMERSET COUNTY, 13.8 FEET EAST OF BENCH
 KV1184'MARK 4744, DESCRIBED ABOVE, 93 YARDS NORTH OF THE CONCRETE
 KV1184'BRIDGE OVER U.S. HIGHWAY 202, AND ABOUT 8 INCHES EAST OF THE
 KV1184'WEST EDGE OF THE PAVEMENT.
 KV1184
 KV1184                          STATION RECOVERY (2002)
 KV1184
 KV1184'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV1184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5110 ***********************************************************************
 KV5110  DESIGNATION -  RNB 9 USE 1932
 KV5110  PID         -  KV5110
 KV5110  STATE/COUNTY-  NJ/MIDDLESEX
 KV5110  USGS QUAD   -  KEYPORT (1977)
 KV5110
 KV5110                         *CURRENT SURVEY CONTROL
 KV5110  ___________________________________________________________________
 KV5110* NAD 83(1996)-  40 26 48.25572(N)    074 12 34.71738(W)     ADJUSTED  
 KV5110* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 KV5110  ___________________________________________________________________
 KV5110  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 KV5110  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV5110
 KV5110  HORZ ORDER  -  THIRD
 KV5110
 KV5110.The horizontal coordinates were established by classical geodetic methods
 KV5110.and adjusted by the National Geodetic Survey in September 1999..
 KV5110
 KV5110.The orthometric height was scaled from a topographic map.
 KV5110
 KV5110.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5110
 KV5110.The geoid height was determined by GEOID03.
 KV5110
 KV5110;                    North         East     Units Scale Factor Converg.
 KV5110;SPC NJ       -   179,155.210   174,629.861   MT  0.99990746   +0 11 18.1
 KV5110;SPC NJ       -   587,778.38    572,931.47   sFT  0.99990746   +0 11 18.1
 KV5110;SPC NY L     -    31,121.781   282,214.594   MT  1.00001953   -0 08 13.6
 KV5110;SPC NY L     -   102,105.38    925,899.05   sFT  1.00001953   -0 08 13.6
 KV5110;UTM  18      - 4,477,642.556   567,023.213   MT  0.99965529   +0 30 45.9
 KV5110
 KV5110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5110!SPC NJ       -   1.00000434  x   0.99990746  =   0.99991180
 KV5110!SPC NY L     -   1.00000434  x   1.00001953  =   1.00002387
 KV5110!UTM  18      -   1.00000434  x   0.99965529  =   0.99965963
 KV5110
 KV5110:                Primary Azimuth Mark                     Grid Az
 KV5110:SPC NJ       -  WALNUT                                   110 43 54.7
 KV5110:SPC NY L     -  WALNUT                                   111 03 26.4
 KV5110:UTM  18      -  WALNUT                                   110 24 26.9
 KV5110
 KV5110|---------------------------------------------------------------------|
 KV5110| PID    Reference Object                     Distance      Geod. Az  |
 KV5110|                                                           dddmmss.s |
 KV5110| KV0757 WALNUT                              APPROX. 1.5 KM 1105512.8 |
 KV5110|---------------------------------------------------------------------|
 KV5110
 KV5110                          SUPERSEDED SURVEY CONTROL
 KV5110
 KV5110  NAD 83(1996)-  40 26 48.25503(N)    074 12 34.71710(W) AD(       ) 3
 KV5110  NAD 83(1986)-  40 26 48.25521(N)    074 12 34.71530(W) AD(       ) 3
 KV5110  NAD 27      -  40 26 47.86600(N)    074 12 36.19500(W) AD(       ) 3
 KV5110
 KV5110.Superseded values are not recommended for survey control.
 KV5110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5110.See file dsdata.txt to determine how the superseded data were derived.
 KV5110
 KV5110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6702377643(NAD 83)
 KV5110_MARKER: DD = SURVEY DISK
 KV5110_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV5110_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5110
 KV5110  HISTORY     - Date     Condition        Report By
 KV5110  HISTORY     - 1932     MONUMENTED       USE
 KV5110
 KV5110                          STATION DESCRIPTION
 KV5110
 KV5110'DESCRIBED BY US ENGINEERS 1932 (RWW)
 KV5110'THIS STATION IS ON THE WATERFRONT JUST E OF CLIFFWOOD BEACH,
 KV5110'APPROXIMATELY 90 METERS W OF SOUTH CONCOURSE STREET ON THE N
 KV5110'SIDE OF A SMALL DIRT ROAD, AND 29 METERS INSHORE OF HIGH-WATER
 KV5110'LINE.  IT IS LOCATED 14.6 METERS IN FRONT OF THE MIDDLE OF THREE
 KV5110'BUNGALOWS SITUATED ON THE S SIDE OF THIS ROAD.
 KV5110'
 KV5110'STATION IS MARKED BY THE 5/32-INCH DRILL HOLE IN A 2-INCH BRASS
 KV5110'HARBOR LINE DISK SET IN THE TOP OF A CONCRETE FILLED 8-INCH
 KV5110'TILE.  NO C. AND G.S. REFERENCE MARKS WERE PLACED, NOR ANY
 KV5110'REFERENCE MEASUREMENTS TAKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4875 ***********************************************************************
 KV4875  DESIGNATION -  RNR 1
 KV4875  PID         -  KV4875
 KV4875  STATE/COUNTY-  NJ/MIDDLESEX
 KV4875  USGS QUAD   -  PERTH AMBOY (1981)
 KV4875
 KV4875                         *CURRENT SURVEY CONTROL
 KV4875  ___________________________________________________________________
 KV4875* NAD 83(1996)-  40 30 02.48253(N)    074 16 41.48535(W)     ADJUSTED  
 KV4875* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4875  ___________________________________________________________________
 KV4875  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 KV4875  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV4875
 KV4875  HORZ ORDER  -  THIRD
 KV4875
 KV4875.The horizontal coordinates were established by classical geodetic methods
 KV4875.and adjusted by the National Geodetic Survey in September 1999..
 KV4875
 KV4875.The orthometric height was scaled from a topographic map.
 KV4875
 KV4875.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4875
 KV4875.The geoid height was determined by GEOID03.
 KV4875
 KV4875;                    North         East     Units Scale Factor Converg.
 KV4875;SPC NJ       -   185,128.779   168,800.241   MT  0.99990435   +0 08 38.6
 KV4875;SPC NJ       -   607,376.67    553,805.46   sFT  0.99990435   +0 08 38.6
 KV4875;SPC NY L     -    37,129.062   276,418.389   MT  1.00001339   -0 10 55.1
 KV4875;SPC NY L     -   121,814.26    906,882.66   sFT  1.00001339   -0 10 55.1
 KV4875;UTM  18      - 4,483,581.489   561,161.344   MT  0.99964604   +0 28 07.7
 KV4875
 KV4875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4875!SPC NJ       -   1.00000499  x   0.99990435  =   0.99990934
 KV4875!SPC NY L     -   1.00000499  x   1.00001339  =   1.00001838
 KV4875!UTM  18      -   1.00000499  x   0.99964604  =   0.99965103
 KV4875
 KV4875|---------------------------------------------------------------------|
 KV4875| PID    Reference Object                     Distance      Geod. Az  |
 KV4875|                                                           dddmmss.s |
 KV4875| CB5510 RNR 1 RM 1                            5.435 METERS 02556     |
 KV4875| KV5373 SOUTH AMBOY SAC HEART CH S CUP      APPROX. 2.5 KM 2040819.7 |
 KV4875| CB5511 RNR 1 RM 2                            9.074 METERS 29234     |
 KV4875|---------------------------------------------------------------------|
 KV4875
 KV4875                          SUPERSEDED SURVEY CONTROL
 KV4875
 KV4875  NAD 83(1996)-  40 30 02.48241(N)    074 16 41.48556(W) AD(       ) 3
 KV4875  NAD 83(1986)-  40 30 02.48384(N)    074 16 41.48213(W) AD(       ) 3
 KV4875  NAD 27      -  40 30 02.10200(N)    074 16 42.95700(W) AD(       ) 3
 KV4875
 KV4875.Superseded values are not recommended for survey control.
 KV4875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4875.See file dsdata.txt to determine how the superseded data were derived.
 KV4875
 KV4875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6116183581(NAD 83)
 KV4875_MARKER: DD = SURVEY DISK
 KV4875_SETTING: 0 = UNSPECIFIED SETTING
 KV4875
 KV4875  HISTORY     - Date     Condition        Report By
 KV4875  HISTORY     - 1932     MONUMENTED       USE
 KV4875  HISTORY     - 1932     GOOD             LOCENG
 KV4875
 KV4875                          STATION DESCRIPTION
 KV4875
 KV4875'DESCRIBED BY US ENGINEERS 1932 (RWW)
 KV4875'THIS STATION IS ON THE N BANK OF THE RARITAN RIVER, IN PERTH
 KV4875'AMBOY, ON THE E WALL OF THE CENTRAL RAILROAD OF NEW JERSEY
 KV4875'RAILROAD BRIDGES SHORE ABUTMENT.
 KV4875'
 KV4875'STATION IS MARKED BY A STANDARD U.S.H.L.B. BRONZE DISK SET IN
 KV4875'LEAD ATOP THE GRANITE-BLOCK ABUTMENT.  TWO STANDARD C. AND
 KV4875'G.S. BRONZE REFERENCE DISKS WERE CEMENTED IN DRILL HOLES AND SET
 KV4875'FLUSH IN THE TOPS OF GRANITE-BLOCK ABUTMENT WALLS.  REFERENCE
 KV4875'MARK NO.1 ON THE E WALL OF THE SHORE ABUTMENT, NEAR THE N
 KV4875'END.  REFERENCE MARK NO.2 ON THE W WALL OF THE SHORE ABUTMENT,
 KV4875'NEAR ITS S END.  ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN
 KV4875'AS FOLLOWS--
 KV4875'
 KV4875'TO TOP OF BEVELED EDGES OF SE CORNER OF E WALL OF ABUTMENT 2.74 METERS
 KV4875'
 KV4875'TO NOTCH CUT NEAR NE CORNER OF E WALL OF ABUTMENT 6.10 METERS
 KV4875'
 KV4875'TO TOP OF BEVELED EDGES OF SW CORNER OF W WALL OF ABUTMENT 9.80 METERS
 KV4875'
 KV4875'THERE IS SUFFICIENT ROOM FOR CENTRAL TRIPOD SET-UPS.  A STAKE
 KV4875'DRIVEN BETWEEN ABUTMENT WALL AND RAILROAD TRACK WILL IMPROVE
 KV4875'THE FOOTING.  PASSING TRAINS MAY NECESSITATE RE-LEVELING OF THE
 KV4875'INSTRUMENT.  A DIRECTION INSTRUMENT, WITH ITS SHORT PERIOD ROUND
 KV4875'OF ANGLES PERMITTING COMPLETION OF SETS BETWEEN TRAINS, IS
 KV4875'RECOMMENDED FOR OCCUPANCY OF THIS STATION.
 KV4875
 KV4875                          STATION RECOVERY (1932)
 KV4875
 KV4875'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1932
 KV4875'STATION IS ON THE SE SIDE OF THE N ABUTMENT OF THE CENTRAL
 KV4875'RAILROAD OF NEW JERSEY BRIDGE, OVER THE RARITAN RIVER, BETWEEN
 KV4875'THE CITIES OF PERTH AMBOY AND S AMBOY, NEW JERSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5363 ***********************************************************************
 KV5363  DESIGNATION -  RNR 10 USE 1932
 KV5363  PID         -  KV5363
 KV5363  STATE/COUNTY-  NJ/MIDDLESEX
 KV5363  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5363
 KV5363                         *CURRENT SURVEY CONTROL
 KV5363  ___________________________________________________________________
 KV5363* NAD 83(1996)-  40 29 21.60557(N)    074 19 07.66791(W)     ADJUSTED  
 KV5363* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 KV5363  ___________________________________________________________________
 KV5363  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 KV5363  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KV5363
 KV5363  HORZ ORDER  -  THIRD
 KV5363
 KV5363.The horizontal coordinates were established by classical geodetic methods
 KV5363.and adjusted by the National Geodetic Survey in September 1999..
 KV5363
 KV5363.The orthometric height was scaled from a topographic map.
 KV5363
 KV5363.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5363
 KV5363.The geoid height was determined by GEOID03.
 KV5363
 KV5363;                    North         East     Units Scale Factor Converg.
 KV5363;SPC NJ       -   183,860.168   165,361.103   MT  0.99990290   +0 07 03.6
 KV5363;SPC NJ       -   603,214.57    542,522.22   sFT  0.99990290   +0 07 03.6
 KV5363;SPC NY L     -    35,879.907   272,971.707   MT  1.00001461   -0 12 30.7
 KV5363;SPC NY L     -   117,715.99    895,574.68   sFT  1.00001461   -0 12 30.7
 KV5363;UTM  18      - 4,482,293.744   557,730.344   MT  0.99964102   +0 26 32.4
 KV5363
 KV5363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5363!SPC NJ       -   1.00000422  x   0.99990290  =   0.99990712
 KV5363!SPC NY L     -   1.00000422  x   1.00001461  =   1.00001883
 KV5363!UTM  18      -   1.00000422  x   0.99964102  =   0.99964524
 KV5363
 KV5363:                Primary Azimuth Mark                     Grid Az
 KV5363:SPC NJ       -  RNR 12 USE 1932                          233 05 31.2
 KV5363:SPC NY L     -  RNR 12 USE 1932                          233 25 05.5
 KV5363:UTM  18      -  RNR 12 USE 1932                          232 46 02.4
 KV5363
 KV5363|---------------------------------------------------------------------|
 KV5363| PID    Reference Object                     Distance      Geod. Az  |
 KV5363|                                                           dddmmss.s |
 KV5363| KV5367 RNR 12 USE 1932                     APPROX. 2.0 KM 2331234.8 |
 KV5363|---------------------------------------------------------------------|
 KV5363
 KV5363                          SUPERSEDED SURVEY CONTROL
 KV5363
 KV5363  NAD 83(1996)-  40 29 21.60528(N)    074 19 07.66841(W) AD(       ) 3
 KV5363  NAD 83(1986)-  40 29 21.60678(N)    074 19 07.66657(W) AD(       ) 3
 KV5363  NAD 27      -  40 29 21.22400(N)    074 19 09.13800(W) AD(       ) 3
 KV5363
 KV5363.Superseded values are not recommended for survey control.
 KV5363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5363.See file dsdata.txt to determine how the superseded data were derived.
 KV5363
 KV5363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5773082294(NAD 83)
 KV5363
 KV5363  HISTORY     - Date     Condition        Report By
 KV5363  HISTORY     - 1932     MONUMENTED       USE
 KV5363
 KV5363                          STATION DESCRIPTION
 KV5363
 KV5363'DESCRIBED BY US ENGINEERS 1932
 KV5363'STATION IS ON THE SE BANK OF THE RARITAN RIVER ABOUT 1-1/2
 KV5363'MILES DIRECTLY W OF S AMBOY, NEW JERSEY.  STATION IS DIRECTLY
 KV5363'OPPOSITE THE 3 LARGE BUILDINGS OF THE RARITAN ARSENAL, AND
 KV5363'APPROXIMATELY 400 YARDS N OF THE WHARF OF THE CROSSMAN COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5370 ***********************************************************************
 KV5370  DESIGNATION -  RNR 11 SUB
 KV5370  PID         -  KV5370
 KV5370  STATE/COUNTY-  NJ/MIDDLESEX
 KV5370  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5370
 KV5370                         *CURRENT SURVEY CONTROL
 KV5370  ___________________________________________________________________
 KV5370* NAD 83(1996)-  40 29 45.68571(N)    074 19 36.74025(W)     ADJUSTED  
 KV5370* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5370  ___________________________________________________________________
 KV5370  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 KV5370  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KV5370
 KV5370  HORZ ORDER  -  SECOND
 KV5370
 KV5370.The horizontal coordinates were established by classical geodetic methods
 KV5370.and adjusted by the National Geodetic Survey in September 1999..
 KV5370
 KV5370.The orthometric height was scaled from a topographic map.
 KV5370
 KV5370.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5370
 KV5370.The geoid height was determined by GEOID03.
 KV5370
 KV5370;                    North         East     Units Scale Factor Converg.
 KV5370;SPC NJ       -   184,601.486   164,675.051   MT  0.99990265   +0 06 44.7
 KV5370;SPC NJ       -   605,646.71    540,271.40   sFT  0.99990265   +0 06 44.7
 KV5370;SPC NY L     -    36,625.202   272,289.811   MT  1.00001389   -0 12 49.7
 KV5370;SPC NY L     -   120,161.18    893,337.49   sFT  1.00001389   -0 12 49.7
 KV5370;UTM  18      - 4,483,030.969   557,040.282   MT  0.99964005   +0 26 13.7
 KV5370
 KV5370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5370!SPC NJ       -   1.00000469  x   0.99990265  =   0.99990734
 KV5370!SPC NY L     -   1.00000469  x   1.00001389  =   1.00001858
 KV5370!UTM  18      -   1.00000469  x   0.99964005  =   0.99964474
 KV5370
 KV5370:                Primary Azimuth Mark                     Grid Az
 KV5370:SPC NJ       -  CROSSMAN                                 160 24 10.0
 KV5370:SPC NY L     -  CROSSMAN                                 160 43 44.4
 KV5370:UTM  18      -  CROSSMAN                                 160 04 41.0
 KV5370
 KV5370|---------------------------------------------------------------------|
 KV5370| PID    Reference Object                     Distance      Geod. Az  |
 KV5370|                                                           dddmmss.s |
 KV5370| KV5341 CROSSMAN                            APPROX. 1.4 KM 1603054.7 |
 KV5370| CB5513 RNR 11 SUB RM 2                      18.428 METERS 21535     |
 KV5370| CB5512 RNR 11 SUB RM 1                       7.701 METERS 32544     |
 KV5370|---------------------------------------------------------------------|
 KV5370
 KV5370                          SUPERSEDED SURVEY CONTROL
 KV5370
 KV5370  NAD 83(1996)-  40 29 45.68548(N)    074 19 36.74084(W) AD(       ) 2
 KV5370  NAD 83(1986)-  40 29 45.68724(N)    074 19 36.73913(W) AD(       ) 2
 KV5370  NAD 27      -  40 29 45.30500(N)    074 19 38.20900(W) AD(       ) 2
 KV5370
 KV5370.Superseded values are not recommended for survey control.
 KV5370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5370.See file dsdata.txt to determine how the superseded data were derived.
 KV5370
 KV5370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5704083031(NAD 83)
 KV5370_MARKER: B = BOLT
 KV5370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5370_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5370
 KV5370  HISTORY     - Date     Condition        Report By
 KV5370  HISTORY     - 1932     MONUMENTED       USE
 KV5370  HISTORY     - 1932     GOOD             USE
 KV5370
 KV5370                          STATION DESCRIPTION
 KV5370
 KV5370'DESCRIBED BY US ENGINEERS 1932 (RWW)
 KV5370'THIS STATION IS ON THE N SIDE OF THE RARITAN RIVER, NEAR THE E
 KV5370'END OF THE RARITAN ARSENAL DOCKS AT THE E EDGE OF THE DOCK ROAD
 KV5370'4.0 METERS INSHORE OF THE INNER EDGE OF THE DOCK AND 3.2 METERS
 KV5370'W OF THE ARSENAL FENCE.
 KV5370'
 KV5370'STATION IS MARKED BY THE CROSS-CUT ATOP AN IRON BOLT SET FLUSH
 KV5370'IN THE FLAT TOP OF A CYLINDRICAL CONCRETE MONUMENT (30-GALLON
 KV5370'DRUM FORM) FLUSH WITH THE GROUND.  TWO STANDARD C AND GS BRONZE
 KV5370'DISK REFERENCE MARKS WERE CEMENTED IN DRILL HOLES AND COUNTER-SUNK
 KV5370'SLIGHTLY BELOW THE CONCRETE SURFACE OF THE DOCK ROAD.  REFERENCE
 KV5370'MARK 1, 6 INCHES IN FROM THE ROADS E EDGE NW FROM THE
 KV5370'STATION.  REFERENCE MARK 2, 9 INCHES IN FROM THE ROADS W EDGE
 KV5370'AND APPROXIMATELY 3 METERS FROM THE END OF THE CONCRETE.
 KV5370'
 KV5370'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD
 KV5370'SETUPS.  A 10-FOOT OBSERVING TOWER WAS NECESSARY FOR CLEARANCE TO
 KV5370'THE NORTHWARD.
 KV5370
 KV5370                          STATION RECOVERY (1932)
 KV5370
 KV5370'RECOVERY NOTE BY US ENGINEERS 1932
 KV5370'STATION IS ON THE NW BANK OF RARITAN RIVER ABOUT 3 MILES W ALONG
 KV5370'THE RIVER BANK FROM PERTH AMBOY, NEW JERSEY.
 KV5370'
 KV5370'STATION MARK IS IN THE NORTHEASTERN CORNER OF THE PROPERTY
 KV5370'BELONGING TO THE RARITAN ARSENAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5367 ***********************************************************************
 KV5367  DESIGNATION -  RNR 12 USE 1932
 KV5367  PID         -  KV5367
 KV5367  STATE/COUNTY-  NJ/MIDDLESEX
 KV5367  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5367
 KV5367                         *CURRENT SURVEY CONTROL
 KV5367  ___________________________________________________________________
 KV5367* NAD 83(1996)-  40 28 43.20503(N)    074 20 14.90332(W)     ADJUSTED  
 KV5367* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5367  ___________________________________________________________________
 KV5367  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 KV5367  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KV5367
 KV5367  HORZ ORDER  -  THIRD
 KV5367
 KV5367.The horizontal coordinates were established by classical geodetic methods
 KV5367.and adjusted by the National Geodetic Survey in September 1999..
 KV5367
 KV5367.The orthometric height was scaled from a topographic map.
 KV5367
 KV5367.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5367
 KV5367.The geoid height was determined by GEOID03.
 KV5367
 KV5367;                    North         East     Units Scale Factor Converg.
 KV5367;SPC NJ       -   182,672.717   163,780.026   MT  0.99990234   +0 06 19.8
 KV5367;SPC NJ       -   599,318.74    537,334.97   sFT  0.99990234   +0 06 19.8
 KV5367;SPC NY L     -    34,701.344   271,383.716   MT  1.00001579   -0 13 14.6
 KV5367;SPC NY L     -   113,849.33    890,364.74   sFT  1.00001579   -0 13 14.6
 KV5367;UTM  18      - 4,481,097.668   556,156.433   MT  0.99963882   +0 25 48.4
 KV5367
 KV5367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5367!SPC NJ       -   1.00000485  x   0.99990234  =   0.99990719
 KV5367!SPC NY L     -   1.00000485  x   1.00001579  =   1.00002064
 KV5367!UTM  18      -   1.00000485  x   0.99963882  =   0.99964367
 KV5367
 KV5367:                Primary Azimuth Mark                     Grid Az
 KV5367:SPC NJ       -  RNR 14 A                                 255 34 51.5
 KV5367:SPC NY L     -  RNR 14 A                                 255 54 25.9
 KV5367:UTM  18      -  RNR 14 A                                 255 15 22.9
 KV5367
 KV5367|---------------------------------------------------------------------|
 KV5367| PID    Reference Object                     Distance      Geod. Az  |
 KV5367|                                                           dddmmss.s |
 KV5367| KV6770 RNR 14 A                                           2554111.3 |
 KV5367|---------------------------------------------------------------------|
 KV5367
 KV5367                          SUPERSEDED SURVEY CONTROL
 KV5367
 KV5367  NAD 83(1996)-  40 28 43.20459(N)    074 20 14.90400(W) AD(       ) 3
 KV5367  NAD 83(1986)-  40 28 43.20606(N)    074 20 14.90293(W) AD(       ) 3
 KV5367  NAD 27      -  40 28 42.82500(N)    074 20 16.37300(W) AD(       ) 3
 KV5367
 KV5367.Superseded values are not recommended for survey control.
 KV5367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5367.See file dsdata.txt to determine how the superseded data were derived.
 KV5367
 KV5367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5615681098(NAD 83)
 KV5367
 KV5367  HISTORY     - Date     Condition        Report By
 KV5367  HISTORY     - 1932     MONUMENTED       USE
 KV5367
 KV5367                          STATION DESCRIPTION
 KV5367
 KV5367'DESCRIBED BY US ENGINEERS 1932
 KV5367'STATION IS 1-1/2 MILES NE OF SAYREVILLE, ON THE S SIDE OF
 KV5367'RARITAN RIVER, ABOUT 0.6 MILE E OF THE JERSEY CENTRAL POWER AND
 KV5367'LIGHT COMPANY PLANT, AND APPROXIMATELY 1000 YARDS E OF THE
 KV5367'EASTERN POINT OF CRAB ISLAND.  THE MARK IS ON THE EDGE OF THE
 KV5367'MARSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5360 ***********************************************************************
 KV5360  DESIGNATION -  RNR 13
 KV5360  PID         -  KV5360
 KV5360  STATE/COUNTY-  NJ/MIDDLESEX
 KV5360  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5360
 KV5360                         *CURRENT SURVEY CONTROL
 KV5360  ___________________________________________________________________
 KV5360* NAD 83(1996)-  40 29 13.66322(N)    074 20 16.15472(W)     ADJUSTED  
 KV5360* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5360  ___________________________________________________________________
 KV5360  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 KV5360  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KV5360
 KV5360  HORZ ORDER  -  SECOND
 KV5360
 KV5360.The horizontal coordinates were established by classical geodetic methods
 KV5360.and adjusted by the National Geodetic Survey in September 1999..
 KV5360
 KV5360.The orthometric height was scaled from a topographic map.
 KV5360
 KV5360.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5360
 KV5360.The geoid height was determined by GEOID03.
 KV5360
 KV5360;                    North         East     Units Scale Factor Converg.
 KV5360;SPC NJ       -   183,612.069   163,748.827   MT  0.99990233   +0 06 19.1
 KV5360;SPC NJ       -   602,400.60    537,232.61   sFT  0.99990233   +0 06 19.1
 KV5360;SPC NY L     -    35,640.964   271,357.863   MT  1.00001485   -0 13 15.5
 KV5360;SPC NY L     -   116,932.06    890,279.92   sFT  1.00001485   -0 13 15.5
 KV5360;UTM  18      - 4,482,036.580   556,119.922   MT  0.99963877   +0 25 47.8
 KV5360
 KV5360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5360!SPC NJ       -   1.00000485  x   0.99990233  =   0.99990718
 KV5360!SPC NY L     -   1.00000485  x   1.00001485  =   1.00001970
 KV5360!UTM  18      -   1.00000485  x   0.99963877  =   0.99964362
 KV5360
 KV5360:                Primary Azimuth Mark                     Grid Az
 KV5360:SPC NJ       -  LONE CHIMNEY NEAR SAYREVILLE             139 32 19.8
 KV5360:SPC NY L     -  LONE CHIMNEY NEAR SAYREVILLE             139 51 54.4
 KV5360:UTM  18      -  LONE CHIMNEY NEAR SAYREVILLE             139 12 51.1
 KV5360
 KV5360|---------------------------------------------------------------------|
 KV5360| PID    Reference Object                     Distance      Geod. Az  |
 KV5360|                                                           dddmmss.s |
 KV5360| KV5326 LONE CHIMNEY NEAR SAYREVILLE        APPROX. 1.4 KM 1393838.9 |
 KV5360| KV5396 RARITAN RIVER BEACON 6              APPROX. 1.6 KM 2584506.6 |
 KV5360| CB5514 RNR 13 RM 1                          35.720 METERS 26118     |
 KV5360| CB5515 RNR 13 RM 2                           8.249 METERS 33905     |
 KV5360|---------------------------------------------------------------------|
 KV5360
 KV5360                          SUPERSEDED SURVEY CONTROL
 KV5360
 KV5360  NAD 83(1996)-  40 29 13.66289(N)    074 20 16.15541(W) AD(       ) 2
 KV5360  NAD 83(1986)-  40 29 13.66442(N)    074 20 16.15423(W) AD(       ) 2
 KV5360  NAD 27      -  40 29 13.28300(N)    074 20 17.62400(W) AD(       ) 2
 KV5360
 KV5360.Superseded values are not recommended for survey control.
 KV5360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5360.See file dsdata.txt to determine how the superseded data were derived.
 KV5360
 KV5360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5612082037(NAD 83)
 KV5360_MARKER: B = BOLT
 KV5360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5360_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5360
 KV5360  HISTORY     - Date     Condition        Report By
 KV5360  HISTORY     - 1932     MONUMENTED       USE
 KV5360  HISTORY     - 1932     GOOD             LOCENG
 KV5360  HISTORY     - 1933     SEE DESCRIPTION  CGS
 KV5360  HISTORY     - 1982     SEE DESCRIPTION  NJGS
 KV5360
 KV5360                          STATION DESCRIPTION
 KV5360
 KV5360'DESCRIBED BY US ENGINEERS 1932 (RWW)
 KV5360'STATION IS ON THE N BANK OF THE RARITAN RIVER, MIDWAY OF
 KV5360'BEACONS NOS.4 AND 5, OUTSIDE THE RARITAN ARSENAL FENCE.  IT IS
 KV5360'LOCATED AT HIGH-WATER LINE APPROXIMATELY 15 METERS W OF THE
 KV5360'EASTERLY END OF A LONG ROCK-FILL.
 KV5360'
 KV5360'STATION IS MARKED BY CROSS-CUT ATOP AN IRON BOLT SET FLUSH IN
 KV5360'THE FLAT TOP OF A CYLINDRICAL CONCRETE MONUMENT (30-GALLON
 KV5360'DRUM FORM) PROJECTING SEVERAL INCHES ABOVE GROUND AND
 KV5360'PARTIALLY BARED BY SCOUR ON THE RIVER SIDE.  A RING OF ROCKS
 KV5360'ENCIRCLES THE MONUMENT.
 KV5360'
 KV5360'TWO STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE SET ATOP
 KV5360'3-FOOT TRUNCATED-CONICAL CONCRETE MONUMENTS (POURED OVER A 2 BY
 KV5360'4 SUNKEN PILING) PROJECTING 6 INCHES ABOVE GROUND AND OF 12-INCH
 KV5360'TOP DIAMETER.
 KV5360'
 KV5360'REFERENCE MARK NO.1 ON THE HIGHEST POINT OF THE BANK TO THE
 KV5360'WESTWARD.
 KV5360'
 KV5360'REFERENCE MARK NO.2 ON THE HIGHEST POINT OF THE BANK JUST
 KV5360'INSHORE OF THE STATION MARK.
 KV5360'
 KV5360'THE SOFT GROUND NECESSITATES INSTRUMENT STAKES AND AN
 KV5360'OBSERVERS PLATFORM.
 KV5360'
 KV5360'A 12-FOOT OBSERVING TOWER WAS NECESSARY FOR CLEARANCE TO THE
 KV5360'NORTHWARD.
 KV5360'
 KV5360'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 KV5360
 KV5360                          STATION RECOVERY (1932)
 KV5360
 KV5360'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1932
 KV5360'RECOVERED BY NY HARBOR LINE BOARD.
 KV5360'
 KV5360'STATION IS 1-3/4 MILES NE OF SAYREVILLE ON THE N BANK OF
 KV5360'RARITAN RIVER, ON THE PROPERTY OF THE RARITAN ARSENAL, ABOUT
 KV5360'HALF-WAY BETWEEN AND ON THE OPPOSITE SIDE OF THE MAIN SHIP
 KV5360'CHANNEL FROM CHANNEL BEACONS NO.4 AND NO.5.
 KV5360
 KV5360                          STATION RECOVERY (1933)
 KV5360
 KV5360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV5360'STATION WAS RECOVERED AS ORIGINALLY DESCRIBED, WITH THE
 KV5360'FOLLOWING EXCEPTIONS--
 KV5360'
 KV5360'THE STATION IS APPROXIMATELY 112 METERS W OF THE EASTERLY
 KV5360'END OF THE LONG ROCK-FILL.
 KV5360'
 KV5360'STATION IS MARKED BY A STANDARD U.S.H.L. BRONZE DISK.
 KV5360
 KV5360                          STATION RECOVERY (1982)
 KV5360
 KV5360'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1982 (HN)
 KV5360'STATION NEEDS REPAIR.
 KV5360'
 KV5360'BASE OF MONUMENT IS INTACT BUT DISK AND TOP SEVERAL INCHES OF
 KV5360'CONCRETE ARE GONE.  THE CONCRETE HAS PROBABLY SPLIT OFF BECAUSE OF
 KV5360'ICE ABRASION DURING WINTER AT THE HIGH-WATER LINE.  RM 1 AND RM 2
 KV5360'BOTH RECOVERED IN GOOD CONDITION.  NO OBSERVATIONS MADE FROM THIS
 KV5360'MARK.  THE MARK WAS FOUND BY SETTING OUT INVERSED AZIMUTH AND
 KV5360'DISTANCE FROM RE-ESTABLISHED POSITION OF STATION MARK CROSSMAN.  A
 KV5360'WITNESS POST WAS SET FACING THE RIVER (SOUTH) AT A DISTANCE 2
 KV5360'FEET N OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6770 ***********************************************************************
 KV6770  DESIGNATION -  RNR 14 A
 KV6770  PID         -  KV6770
 KV6770  STATE/COUNTY-  NJ/MIDDLESEX
 KV6770  USGS QUAD   -  SOUTH AMBOY (1981)
 KV6770
 KV6770                         *CURRENT SURVEY CONTROL
 KV6770  ___________________________________________________________________
 KV6770* NAD 83(1986)-  40 28 30.50894(N)    074 21 20.04261(W)     ADJUSTED  
 KV6770* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6770  ___________________________________________________________________
 KV6770  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 KV6770  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KV6770
 KV6770  HORZ ORDER  -  SECOND
 KV6770
 KV6770.The horizontal coordinates were established by classical geodetic methods
 KV6770.and adjusted by the National Geodetic Survey in July 1986..
 KV6770
 KV6770.The orthometric height was scaled from a topographic map.
 KV6770
 KV6770.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6770
 KV6770.The geoid height was determined by GEOID03.
 KV6770
 KV6770;                    North         East     Units Scale Factor Converg.
 KV6770;SPC NJ       -   182,278.471   162,246.525   MT  0.99990185   +0 05 37.5
 KV6770;SPC NJ       -   598,025.28    532,303.81   sFT  0.99990185   +0 05 37.5
 KV6770;SPC NY L     -    34,315.793   269,847.819   MT  1.00001619   -0 13 57.3
 KV6770;SPC NY L     -   112,584.40    885,325.72   sFT  1.00001619   -0 13 57.3
 KV6770;UTM  18      - 4,480,694.848   554,625.594   MT  0.99963673   +0 25 06.0
 KV6770
 KV6770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6770!SPC NJ       -   1.00000501  x   0.99990185  =   0.99990686
 KV6770!SPC NY L     -   1.00000501  x   1.00001619  =   1.00002120
 KV6770!UTM  18      -   1.00000501  x   0.99963673  =   0.99964174
 KV6770
 KV6770                          SUPERSEDED SURVEY CONTROL
 KV6770
 KV6770  NAD 27      -  40 28 30.12900(N)    074 21 21.50900(W) AD(       ) 2
 KV6770
 KV6770.Superseded values are not recommended for survey control.
 KV6770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6770.See file dsdata.txt to determine how the superseded data were derived.
 KV6770
 KV6770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5462680695(NAD 83)
 KV6770_MARKER: B = BOLT
 KV6770_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV6770_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV6770_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV6770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6770+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 KV6770
 KV6770  HISTORY     - Date     Condition        Report By
 KV6770  HISTORY     - 1932     MONUMENTED       USE
 KV6770  HISTORY     - 1932     GOOD             LOCENG
 KV6770  HISTORY     - 1933     GOOD             CGS
 KV6770  HISTORY     - 19901115 GOOD
 KV6770  HISTORY     - 19920203 GOOD
 KV6770  HISTORY     - 19920916 GOOD
 KV6770  HISTORY     - 20040301 GOOD             NJGS
 KV6770
 KV6770                          STATION DESCRIPTION
 KV6770
 KV6770'DESCRIBED BY US ENGINEERS 1932 (RWW)
 KV6770'THIS STATION WAS NOTED AS RNR-14 (NEW) IN THE 1932 C. AND
 KV6770'G.S. RECORDS.
 KV6770'
 KV6770'THIS STATION IS ON THE S BANK OF THE RARITAN RIVER, IN SAYREVILLE
 KV6770'ON A CONTINUATION OF RIVER STREET, IN THE YARD OF THE
 KV6770'S. AND F. BRICK COMPANY.  IT IS LOCATED JUST S OF THE BRIDGE TO
 KV6770'THE J.C. POWER AND LIGHT COMPANY AND MIDWAY BETWEEN A PRIVATE
 KV6770'ROAD AND THE RIVER-FRONT BULKHEAD.
 KV6770'
 KV6770'STATION IS MARKED BY A CROSS CUT ATOP AN IRON BOLT SET FLUSH IN
 KV6770'THE FLAT TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 KV6770'WITH THE GROUND SURFACE.
 KV6770'
 KV6770'THREE REFERENCE MARKS, STANDARD C. AND G.S. DISKS, WERE PLACED
 KV6770'AS FOLLOWS--
 KV6770'
 KV6770'REFERENCE MARK NO.1 IS CEMENTED IN A DRILL HOLE ATOP THE W PIER
 KV6770'OF A TRANSMISSION TOWER TO THE N.
 KV6770'
 KV6770'REFERENCE MARK NO.2 IS ON THE E SIDE OF THE ROAD NEAR A BUILDING.
 KV6770'
 KV6770'REFERENCE MARK NO.3 IS NEAR THE BULKHEAD TO THE SOUTHWARD.
 KV6770'
 KV6770'REFERENCE MARKS NOS.2 AND 3 EACH CONSIST OF 3-FOOT
 KV6770'TRUNCATED-CONICAL CONCRETE MONUMENTS (PROJECTING 6 INCHES ABOVE
 KV6770'GROUND) OF 12-INCH TOP DIAMETER, IN THE FLAT TOP OF WHICH IS ITS
 KV6770'NUMBER AND A REFERENCE CROSS FILLED WITH NEAT BLACK CEMENT.
 KV6770'
 KV6770'THE LONGER BAR OF THE CROSS POINTS TOWARD THE STATION
 KV6770'MARK.  (SHOULD A CROSS-INTERSECTION BE SO DEFACED AS TO BE
 KV6770'RENDERED INDEFINITE THE EXACT REFERENCE MARK CENTER MAY BE
 KV6770'RECOVERED BY COLD-CHISELING ABOUT 1 INCH BELOW THE MONUMENT
 KV6770'SURFACE TO A 1/4 INCH ROUND BRASS ROD WHICH EXTENDS VERTICALLY
 KV6770'DOWNWARD 8 INCHES INTO THE MONUMENT.)
 KV6770'
 KV6770'ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV6770'
 KV6770'TO HYDRANT S OF STATION 10.38 METERS
 KV6770'
 KV6770'TO NEAR CORNER OF BUILDING NW OF STATION 6.06 METERS
 KV6770'
 KV6770'NORMAL TO BULKHEAD 5.8 METERS
 KV6770'
 KV6770'THERE IS GOOD FOOTING FOR A CENTRAL TRIPOD SETUP.  A 12-FOOT
 KV6770'OBSERVING TOWER WAS NECESSARY FOR CLEARANCE TO STATION MAX.
 KV6770
 KV6770                          STATION RECOVERY (1932)
 KV6770
 KV6770'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1932
 KV6770'RECOVERED BY NY HARBOR LINE BOARD.
 KV6770'
 KV6770'STATION IS 3/4 MILE NE OF SAYREVILLE ON THE E BANK OF RARITAN
 KV6770'RIVER, ABOUT 260 YARDS S OF THE JERSEY CENTRAL POWER AND LIGHT
 KV6770'COMPANY WATER TANK, AND APPROXIMATELY 500 YARDS NE OF THE SAYRE
 KV6770'AND FISHER ELY. CHY., ON THE PROPERTY OF SAYRE AND FISHER.
 KV6770
 KV6770                          STATION RECOVERY (1933)
 KV6770
 KV6770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV6770'STATION WAS RECOVERED IN GOOD CONDITION,
 KV6770'WITH THE FOLLOWING ADDITION--
 KV6770'
 KV6770'REFERENCE MARKS NOS.2 AND 3 NOW HAVE 3-FOOT COLLARS OF CONCRETE
 KV6770'FLUSH WITH THE GROUND.
 KV6770
 KV6770                          STATION RECOVERY (1990)
 KV6770
 KV6770'RECOVERED 1990
 KV6770'RECOVERED IN GOOD CONDITION.
 KV6770
 KV6770                          STATION RECOVERY (1992)
 KV6770
 KV6770'RECOVERED 1992
 KV6770'RECOVERED IN GOOD CONDITION.
 KV6770
 KV6770                          STATION RECOVERY (1992)
 KV6770
 KV6770'RECOVERED 1992
 KV6770'RECOVERED IN GOOD CONDITION.
 KV6770
 KV6770                          STATION RECOVERY (2004)
 KV6770
 KV6770'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2004 (MVI)
 KV6770'STATION HAS BEEN DESTROYED. CONCRETE BASE WAS FOUND AND DISK HAS BEEN
 KV6770'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5397 ***********************************************************************
 KV5397  DESIGNATION -  RNR 14 A NEW
 KV5397  PID         -  KV5397
 KV5397  STATE/COUNTY-  NJ/MIDDLESEX
 KV5397  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5397
 KV5397                         *CURRENT SURVEY CONTROL
 KV5397  ___________________________________________________________________
 KV5397* NAD 83(1996)-  40 28 30.51123(N)    074 21 20.05169(W)     ADJUSTED  
 KV5397* NAVD 88     -         1.8    (meters)       6.     (feet)  GPS OBS   
 KV5397  ___________________________________________________________________
 KV5397  X           -   1,310,203.306 (meters)                     COMP
 KV5397  Y           -  -4,678,610.770 (meters)                     COMP
 KV5397  Z           -   4,118,240.503 (meters)                     COMP
 KV5397  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 KV5397  ELLIP HEIGHT-         -30.85  (meters)          (10/23/02) GPS OBS
 KV5397  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KV5397
 KV5397  HORZ ORDER  -  FIRST
 KV5397  ELLP ORDER  -  FOURTH    CLASS I
 KV5397
 KV5397.The horizontal coordinates were established by GPS observations
 KV5397.and adjusted by the National Geodetic Survey in May 1999..
 KV5397
 KV5397.The orthometric height was determined by GPS observations and a
 KV5397.high-resolution geoid model.
 KV5397
 KV5397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5397
 KV5397.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5397
 KV5397.The ellipsoidal height was determined by GPS observations
 KV5397.and is referenced to NAD 83.
 KV5397
 KV5397.The geoid height was determined by GEOID03.
 KV5397
 KV5397;                    North         East     Units Scale Factor Converg.
 KV5397;SPC NJ       -   182,278.541   162,246.311   MT  0.99990185   +0 05 37.5
 KV5397;SPC NJ       -   598,025.51    532,303.11   sFT  0.99990185   +0 05 37.5
 KV5397;UTM  18      - 4,480,694.917   554,625.380   MT  0.99963673   +0 25 06.0
 KV5397
 KV5397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5397!SPC NJ       -   1.00000484  x   0.99990185  =   0.99990669
 KV5397!UTM  18      -   1.00000484  x   0.99963673  =   0.99964157
 KV5397
 KV5397                          SUPERSEDED SURVEY CONTROL
 KV5397
 KV5397  ELLIP H (05/14/99)  -30.84   (m)                       GP(       ) 4 1
 KV5397  NAD 83(1996)-  40 28 30.51091(N)    074 21 20.05270(W) AD(       ) 1
 KV5397  NAD 83(1986)-  40 28 30.51047(N)    074 21 20.05423(W) AD(       ) 1
 KV5397  NAD 83(1986)-  40 28 30.51185(N)    074 21 20.05394(W) AD(       ) 1
 KV5397
 KV5397.Superseded values are not recommended for survey control.
 KV5397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5397.See file dsdata.txt to determine how the superseded data were derived.
 KV5397
 KV5397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5462580695(NAD 83)
 KV5397_MARKER: B = BOLT
 KV5397_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV5397_SP_SET: CLAY TILE IN CONCRETE
 KV5397_MARK LOGO: USE   
 KV5397_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV5397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5397+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1992
 KV5397
 KV5397  HISTORY     - Date     Condition        Report By
 KV5397  HISTORY     - 1990     MONUMENTED       USE
 KV5397  HISTORY     - 19910806 GOOD
 KV5397  HISTORY     - 19920916 GOOD             TWT
 KV5397
 KV5397                          STATION DESCRIPTION
 KV5397
 KV5397'DESCRIBED BY US ENGINEERS 1990
 KV5397'THE STATION IS A CROSS CUT IN A BOLT SET IN CONCRETE INSIDE A PIPE
 KV5397'ENCASED IN A CONCRETE FILLED 55 GALLON DRUM ON THE SOUTHEAST BANK OF
 KV5397'THE RARITAN RIVER, SOUTH OF THE JERSEY CENTRAL POWER AND LIGHT
 KV5397'GENERATING STATION IN THE BOROUGH OF SAYREVILLE. THE CONCRETE IS
 KV5397'SCRIBED WITH THE FOLLOWING, RNR 14A.  TO REACH THE STATION FROM THE
 KV5397'CENTER OF THE COUNTY ROAD 535 BRIDGE SPANNING THE SOUTH RIVER,
 KV5397'BETWEEN SAYREVILLE AND SOUTH RIVER, PROCEED 0.32 KM (0.20 MI) EAST ON
 KV5397'ROUTE 535 TO THE JUNCTION WITH MAC ARTHUR AVENUE, TURN LEFT BY WAY OF
 KV5397'A JUGHANDLE TURN, AND GO 1.6 KM (1.00 MI) NORTH TO THE JUNCTION WITH
 KV5397'MAIN STREET, TURN LEFT AND GO 0.8 KM (0.50 MI) NORTH TO THE JUNCTION
 KV5397'WITH RIVER ROAD, TURN LEFT AND GO 0.48 KM (0.30 MI) NORTH TO AND
 KV5397'ALONG THE SOUTH BANK OF THE RARITAN RIVER TO THE STATION ON THE LEFT.
 KV5397'THE STATION IS SET NEAR THE ERODING BANK AREA BEHIND A WOODEN
 KV5397'BULKHEAD, 27.958 M (91.726 FT) SOUTHWEST OF REFERENCE MARK 1 SET IN
 KV5397'THE SOUTHWEST CONCRETE LEG FOUNDATION OF TRANSMISSION TOWER NUMBER
 KV5397'12, 6.1 M (20.0 FT) NORTHWEST OF THE NORTHWEST EDGE OF PAVING OF
 KV5397'RIVER ROAD, 6.0 M (19.7 FT) NORTHEAST OF POLE NUMBER 02018, 19.0 M
 KV5397'(62.3 FT) SOUTHWEST OF POLE 02223, 5.0 M (16.4 FT) SOUTHEAST OF THE
 KV5397'BULKHEAD LINE, PROJECTING 1.1 M (3.6 FT) ABOVE THE ERODED BANK AND
 KV5397'ABOUT 0.5 M (1.6 FT) BELOW THE ROAD.
 KV5397
 KV5397                          STATION RECOVERY (1991)
 KV5397
 KV5397'RECOVERED 1991
 KV5397'RECOVERED IN GOOD CONDITION.
 KV5397
 KV5397                          STATION RECOVERY (1992)
 KV5397
 KV5397'RECOVERY NOTE BY TWT CONS ENG 1992
 KV5397'THE STATION IS A CROSS CUT IN A BOLT SET IN CONCRETE INSIDE A PIPE
 KV5397'ENCASED IN A CONCRETE FILLED 55 GALLON DRUM ON THE SOUTHEAST BANK OF
 KV5397'THE RARITAN RIVER, SOUTH OF THE JERSEY CENTRAL POWER AND LIGHT
 KV5397'GENERATING STATION IN THE BOROUGH OF SAYERVILLE. THE CONCRETE IS
 KV5397'SCRIBED WITH THE FOLLOWING- RNR 14A. TO REACH THE STATION FROM THE
 KV5397'CENTER OF THE COUNTY ROAD 535 BRIDGE SPANNING THE SOUTH RIVER,
 KV5397'BETWEEN SAYERVILLE AND SOUTH RIVER, PROCEED 0.32 KM (0.20 MI) EAST ON
 KV5397'ROUTE 535 TO THE JUNCTION WITH MAC ARTHUR AVENUE, TURN LEFT BY WAY OF
 KV5397'A JUGHANDLE TURN AND GO 1.6 KM (1.00 MI) NORTH TO THE JUNCTION WITH
 KV5397'MAIN STREET, TURN LEFT AND GO 0.8 KM (0.50 MI) NORTH TO THE JUNCTION
 KV5397'WITH RIVER ROAD, TURN LEFT AND GO 0.48 KM (0.30 MI) NORTH TO AND
 KV5397'ALONG THE SOUTH BANK OF THE RARITAN RIVER TO THE STATION ON THE LEFT.
 KV5397'THE STATION IS SET NEAR THE ERODING BANK AREA BEHIND A WOODEN
 KV5397'BULKHEAD, 27.985 M (91.814 FT) SOUTHWEST OF REFERENCE MARK 1 SET IN
 KV5397'THE SOUTHWEST CONCRETE LEG FOUNDATION OF TRANSMISSION TOWER NUMBER
 KV5397'12, 6.1 M (20.0 FT) NORTHWEST OF THE NORTHWEST EDGE OF PAVING OF
 KV5397'RIVER ROAD, 5.9 M (19.4 FT) NORTHEAST OF POLE NUMBER 02018, 18.8 M
 KV5397'(61.7 FT) SOUTHWEST OF POLE NUMBER 02223, 5.0 M (16.4 FT) SOUTHEAST
 KV5397'OF THE BULKHEAD LINE, PROJECTING 1.1 M (3.6 FT) ABOVE THE ERODED BANK
 KV5397'AND ABOUT 0.5 M (1.6 FT) BELOW THE ROAD.
 KV5397'NOTE-THE TIES TO BOTH POLES HAVE CHANGED TO REFLECT THE DISTANCE AS
 KV5397'MEASURED TO THE FACE OF THE POLE. ALSO THE 55 GALLON DRUM IS ABOUT 80
 KV5397'PERCENT ERODED AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5383 ***********************************************************************
 KV5383  DESIGNATION -  RNR 15 A
 KV5383  PID         -  KV5383
 KV5383  STATE/COUNTY-  NJ/MIDDLESEX
 KV5383  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5383
 KV5383                         *CURRENT SURVEY CONTROL
 KV5383  ___________________________________________________________________
 KV5383* NAD 83(1996)-  40 29 00.03616(N)    074 22 12.58733(W)     ADJUSTED  
 KV5383* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 KV5383  ___________________________________________________________________
 KV5383  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 KV5383  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KV5383
 KV5383  HORZ ORDER  -  THIRD
 KV5383
 KV5383.The horizontal coordinates were established by classical geodetic methods
 KV5383.and adjusted by the National Geodetic Survey in September 1999..
 KV5383
 KV5383.The orthometric height was scaled from a topographic map.
 KV5383
 KV5383.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5383
 KV5383.The geoid height was determined by GEOID03.
 KV5383
 KV5383;                    North         East     Units Scale Factor Converg.
 KV5383;SPC NJ       -   183,187.240   161,007.602   MT  0.99990149   +0 05 03.5
 KV5383;SPC NJ       -   601,006.80    528,239.11   sFT  0.99990149   +0 05 03.5
 KV5383;SPC NY L     -    35,231.709   268,613.953   MT  1.00001527   -0 14 31.6
 KV5383;SPC NY L     -   115,589.37    881,277.61   sFT  1.00001527   -0 14 31.6
 KV5383;UTM  18      - 4,481,596.343   553,381.874   MT  0.99963508   +0 24 32.1
 KV5383
 KV5383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5383!SPC NJ       -   1.00000439  x   0.99990149  =   0.99990588
 KV5383!SPC NY L     -   1.00000439  x   1.00001527  =   1.00001966
 KV5383!UTM  18      -   1.00000439  x   0.99963508  =   0.99963947
 KV5383
 KV5383|---------------------------------------------------------------------|
 KV5383| PID    Reference Object                     Distance      Geod. Az  |
 KV5383|                                                           dddmmss.s |
 KV5383| CB5519 RNR 15 A RM 1                        20.598 METERS 00609     |
 KV5383| KV5440 MAX                                 APPROX. 3.3 KM 2144720.0 |
 KV5383| CB5520 RNR 15 A RM 2                        12.814 METERS 30312     |
 KV5383|---------------------------------------------------------------------|
 KV5383
 KV5383                          SUPERSEDED SURVEY CONTROL
 KV5383
 KV5383  NAD 83(1996)-  40 29 00.03579(N)    074 22 12.58841(W) AD(       ) 3
 KV5383  NAD 83(1986)-  40 29 00.03745(N)    074 22 12.58814(W) AD(       ) 3
 KV5383  NAD 27      -  40 28 59.65700(N)    074 22 14.05200(W) AD(       ) 3
 KV5383
 KV5383.Superseded values are not recommended for survey control.
 KV5383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5383.See file dsdata.txt to determine how the superseded data were derived.
 KV5383
 KV5383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5338281596(NAD 83)
 KV5383_MARKER: B = BOLT
 KV5383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5383_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5383
 KV5383  HISTORY     - Date     Condition        Report By
 KV5383  HISTORY     - 1932     MONUMENTED       USE
 KV5383  HISTORY     - 1932     GOOD             USE
 KV5383  HISTORY     - 1982     MARK NOT FOUND   NJGS
 KV5383
 KV5383                          STATION DESCRIPTION
 KV5383
 KV5383'DESCRIBED BY US ENGINEERS 1932 (RWW)
 KV5383'STATION IS LOCATED ON THE N SIDE OF THE RARITAN RIVER AT THE
 KV5383'NORTHERN EXTREMITY OF THE OX-BOW BEND BETWEEN BEACONS NOS.8 AND
 KV5383'9, ATOP THE SAND AND GRAVEL FILL ROAD (APPROXIMATELY 25 FEET ABOVE
 KV5383'THE MEADOW LEVEL) LEADING DOWN TO THE ABANDONED DOCK OF THE
 KV5383'RARITAN RIVER SAND COMPANY.  IT IS LOCATED 47 METERS INSHORE OF
 KV5383'HIGH-WATER LINE, S OF THE LONE TRANSMISSION TOWER ATOP THE ROAD,
 KV5383'BETWEEN TWO SETS OF RAILROAD TRACKS.
 KV5383'
 KV5383'STATION IS MARKED BY THE CROSS-CUT ATOP AN IRON BOLT SET FLUSH IN
 KV5383'THE FLAT TOP OF A CYLINDRICAL CONCRETE MONUMENT (30-GALLON DRUM
 KV5383'FORM) FLUSH WITH THE GROUND.
 KV5383'
 KV5383'TWO REFERENCE MARKS WERE PLACED AS FOLLOWS--
 KV5383'
 KV5383'REFERENCE MARK NO.1 TO THE NORTHWARD AND IN RANGE WITH THE
 KV5383'PROMINENT ARSENAL TANK, BETWEEN THE RAILROAD TRACKS.
 KV5383'
 KV5383'REFERENCE MARK NO.2 TO THE WESTWARD, BELOW THE STATION, ON THE
 KV5383'ROAD CONTINUATION.
 KV5383'
 KV5383'BOTH REFERENCE MARKS CONSIST OF 3-FOOT TRUNCATED-CONICAL CONCRETE
 KV5383'MONUMENTS (PROJECTING 6 INCHES ABOVE THE GROUND) OF 12-INCH TOP
 KV5383'DIAMETER, IN THE FLAT TOP OF WHICH IS ITS NUMBER AND A REFERENCE
 KV5383'CROSS FILLED WITH NEAT BLACK CEMENT.  THE LONGER BAR OF THE CROSS
 KV5383'POINTS TOWARD THE STATION MARK.  (SHOULD A CROSS-INTERSECTION BE
 KV5383'SO DEFACED AS TO BE RENDERED INDEFINITE THE EXACT REFERENCE-MARK
 KV5383'CENTER MAY BE RECOVERED BY COLD-CHISELLING ABOUT 1 INCH BELOW
 KV5383'THE MONUMENT SURFACE TO A 1/4 INCH ROUND BRASS ROD WHICH EXTENDS
 KV5383'VERTICALLY DOWNWARD 8 INCHES INTO THE MONUMENT.)
 KV5383'
 KV5383'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD SET-UPS.
 KV5383
 KV5383                          STATION RECOVERY (1932)
 KV5383
 KV5383'RECOVERY NOTE BY US ENGINEERS 1932
 KV5383'STATION IS NW OF SAYREVILLE APPROXIMATELY 1 MILE, ON THE N BANK
 KV5383'OF THE RARITAN RIVER, ABOUT 800 YARDS DOWN STREAM (RARITAN RIVER)
 KV5383'FROM THE MOUTH OF S RIVER, IN THE VICINITY OF WHAT IS KNOWN
 KV5383'LOCALLY AS EDGARS DOCK.
 KV5383
 KV5383                          STATION RECOVERY (1982)
 KV5383
 KV5383'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1982 (HN)
 KV5383'STATION NOT RECOVERED.
 KV5383'
 KV5383'COORDINATES OF MARK WERE RE-ESTABLISHED BY AZIMUTH AND DISTANCE
 KV5383'FROM RNR 16 USE.  A HOLE 2 FEET WIDE AND 2-1/2 DEEP WAS DUG, BUT
 KV5383'MARK WAS NOT FOUND.  RM 2 RECOVERED GOOD, RM 1 FOUND LYING ON ITS
 KV5383'SIDE OUT OF GROUND.  PERHAPS THE MARK IS BURIED DEEPER THAN 2-1/2
 KV5383'FEET BELOW GROUND.  STATION MARK MAX IS VISIBLE FROM
 KV5383'GROUND FROM POSITION OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5386 ***********************************************************************
 KV5386  DESIGNATION -  RNR 16
 KV5386  PID         -  KV5386
 KV5386  STATE/COUNTY-  NJ/MIDDLESEX
 KV5386  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5386
 KV5386                         *CURRENT SURVEY CONTROL
 KV5386  ___________________________________________________________________
 KV5386* NAD 83(1996)-  40 28 16.23103(N)    074 22 01.11497(W)     ADJUSTED  
 KV5386* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5386  ___________________________________________________________________
 KV5386  LAPLACE CORR-           5.08  (seconds)                    DEFLEC99
 KV5386  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KV5386
 KV5386  HORZ ORDER  -  THIRD
 KV5386
 KV5386.The horizontal coordinates were established by classical geodetic methods
 KV5386.and adjusted by the National Geodetic Survey in September 1999..
 KV5386
 KV5386.The orthometric height was scaled from a topographic map.
 KV5386
 KV5386.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5386
 KV5386.The geoid height was determined by GEOID03.
 KV5386
 KV5386;                    North         East     Units Scale Factor Converg.
 KV5386;SPC NJ       -   181,836.585   161,279.813   MT  0.99990157   +0 05 10.8
 KV5386;SPC NJ       -   596,575.53    529,132.19   sFT  0.99990157   +0 05 10.8
 KV5386;SPC NY L     -    33,879.371   268,878.496   MT  1.00001664   -0 14 24.1
 KV5386;SPC NY L     -   111,152.57    882,145.53   sFT  1.00001664   -0 14 24.1
 KV5386;UTM  18      - 4,480,247.612   553,661.658   MT  0.99963544   +0 24 39.2
 KV5386
 KV5386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5386!SPC NJ       -   1.00000502  x   0.99990157  =   0.99990659
 KV5386!SPC NY L     -   1.00000502  x   1.00001664  =   1.00002166
 KV5386!UTM  18      -   1.00000502  x   0.99963544  =   0.99964046
 KV5386
 KV5386|---------------------------------------------------------------------|
 KV5386| PID    Reference Object                     Distance      Geod. Az  |
 KV5386|                                                           dddmmss.s |
 KV5386| CB5523 RNR 16 RM 1                          10.176 METERS 03302     |
 KV5386| KV6770 RNR 14 A                                           0653120.7 |
 KV5386| CB5524 RNR 16 RM 2                           5.769 METERS 25326     |
 KV5386|---------------------------------------------------------------------|
 KV5386
 KV5386                          SUPERSEDED SURVEY CONTROL
 KV5386
 KV5386  NAD 83(1996)-  40 28 16.23051(N)    074 22 01.11605(W) AD(       ) 3
 KV5386  NAD 83(1986)-  40 28 16.23191(N)    074 22 01.11581(W) AD(       ) 3
 KV5386  NAD 27      -  40 28 15.85200(N)    074 22 02.58000(W) AD(       ) 3
 KV5386
 KV5386.Superseded values are not recommended for survey control.
 KV5386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5386.See file dsdata.txt to determine how the superseded data were derived.
 KV5386
 KV5386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5366280248(NAD 83)
 KV5386_MARKER: DD = SURVEY DISK
 KV5386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5386_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5386
 KV5386  HISTORY     - Date     Condition        Report By
 KV5386  HISTORY     - 1932     MONUMENTED       USE
 KV5386  HISTORY     - 1932     GOOD             USE
 KV5386  HISTORY     - 1934     GOOD             CGS
 KV5386  HISTORY     - 1982     SEE DESCRIPTION  NJGS
 KV5386
 KV5386                          STATION DESCRIPTION
 KV5386
 KV5386'DESCRIBED BY US ENGINEERS 1932 (RWW)
 KV5386'STATION IS ON THE S BANK OF THE RARITAN RIVER JUST E OF THE
 KV5386'WASHINGTON CANALS JUNCTURE WITH THE RIVER.  IT IS LOCATED BETWEEN
 KV5386'THE NARROW GAUGE RAILROAD TRACK AND A LONG WOODEN SHED (HOUSING
 KV5386'S. AND F. COMPANY BRICK KILNS) FRONTING ON THE RIVER, AND IS 2
 KV5386'FEET N OF THE SHED AND 10 FEET E FROM ITS W END.
 KV5386'
 KV5386'STATION IS MARKED BY THE DRILL HOLE IN A STANDARD U.S.H.L. BRONZE
 KV5386'DISK SET IN THE TOP OF A CYLINDRICAL 9-INCH MONUMENT PROJECTING
 KV5386'3 INCHES ABOVE GROUND.
 KV5386'
 KV5386'TWO REFERENCE MARKS WERE PLACED AS FOLLOWS--
 KV5386'
 KV5386'REFERENCE MARK NO.1 PROJECTING 6 INCHES ABOVE GROUND TOWARD THE
 KV5386'RIVER AND ON THE N SIDE OF THE RAILROAD TRACKS.
 KV5386'
 KV5386'REFERENCE MARK NO.2 (FLUSH WITH THE GROUND) TO THE WESTWARD.
 KV5386'
 KV5386'BOTH REFERENCE MARKS CONSIST OF 3-FOOT TRUNCATED-CONICAL CONCRETE
 KV5386'MONUMENTS OF 12-INCH TOP DIAMETER, IN THE FLAT-TOP OF WHICH ARE A
 KV5386'NUMBER AND A REFERENCE CROSS FILLED WITH NEAT BLACK CEMENT.  THE
 KV5386'LONGER BAR OF THE CROSS POINTS TOWARD THE STATION MARK.  (SHOULD
 KV5386'A CROSS-INTERSECTION BE SO DEFACED AS TO BE RENDERED INDEFINITE
 KV5386'THE EXACT REFERENCE MARK CENTER MAY BE RECOVERED BY
 KV5386'COLD-CHISELLING ABOUT 1 INCH BELOW THE MONUMENT SURFACE TO A 1/4
 KV5386'INCH ROUND BRASS ROD WHICH EXTENDS VERTICALLY DOWNWARD 8 INCHES
 KV5386'INTO THE MONUMENT.)
 KV5386'
 KV5386'THE STATION WAS OCCUPIED ECCENTRICALLY USING A 12-FOOT OBSERVING
 KV5386'TOWER.
 KV5386
 KV5386                          STATION RECOVERY (1932)
 KV5386
 KV5386'RECOVERY NOTE BY US ENGINEERS 1932
 KV5386'STATION IS LOCATED 1/4 MILE N OF SAYREVILLE AT THE JUNCTION OF
 KV5386'WASHINGTON CANAL AND RARITAN RIVER.
 KV5386'
 KV5386'THE MARK IS ON THE S BANK OF RARITAN RIVER AND E BANK OF THE
 KV5386'WASHINGTON CANAL ON PROPERTY BELONGING TO SAYRE AND FISHER BRICK
 KV5386'COMPANY.
 KV5386
 KV5386                          STATION RECOVERY (1934)
 KV5386
 KV5386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5386'RECOVERED.
 KV5386
 KV5386                          STATION RECOVERY (1982)
 KV5386
 KV5386'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1982 (HN)
 KV5386'AS BELOW (NEEDS REPAIR).
 KV5386'
 KV5386'DISK AND TOP SEVERAL INCHES OF CONCRETE ARE MISSING.  TOP OF MARK
 KV5386'HAS BROKEN OFF.  NEITHER RM FOUND, BUT SEARCH WAS CONDUCTED WITHOUT
 KV5386'BENEFIT OF AZIMUTH INSTRUMENT.  INITIAL SIGHT (1932) WHEN ANGLES
 KV5386'WERE TURNED TO RMS IS NOT SPECIFIED IN RECOVERY NOTES.  MARK NEEDS
 KV5386'TO BE REPAIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5475 ***********************************************************************
 KV5475  DESIGNATION -  RNR 17A USE 1932
 KV5475  PID         -  KV5475
 KV5475  STATE/COUNTY-  NJ/MIDDLESEX
 KV5475  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5475
 KV5475                         *CURRENT SURVEY CONTROL
 KV5475  ___________________________________________________________________
 KV5475* NAD 83(1996)-  40 29 08.57503(N)    074 22 55.07203(W)     ADJUSTED  
 KV5475* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5475  ___________________________________________________________________
 KV5475  LAPLACE CORR-           5.17  (seconds)                    DEFLEC99
 KV5475  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KV5475
 KV5475  HORZ ORDER  -  THIRD
 KV5475
 KV5475.The horizontal coordinates were established by classical geodetic methods
 KV5475.and adjusted by the National Geodetic Survey in September 1999..
 KV5475
 KV5475.The orthometric height was scaled from a topographic map.
 KV5475
 KV5475.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5475
 KV5475.The geoid height was determined by GEOID03.
 KV5475
 KV5475;                    North         East     Units Scale Factor Converg.
 KV5475;SPC NJ       -   183,449.194   160,006.732   MT  0.99990123   +0 04 35.9
 KV5475;SPC NJ       -   601,866.23    524,955.42   sFT  0.99990123   +0 04 35.9
 KV5475;SPC NY L     -    35,499.392   267,614.478   MT  1.00001501   -0 14 59.4
 KV5475;SPC NY L     -   116,467.59    877,998.50   sFT  1.00001501   -0 14 59.4
 KV5475;UTM  18      - 4,481,852.555   552,379.803   MT  0.99963377   +0 24 04.6
 KV5475
 KV5475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5475!SPC NJ       -   1.00000503  x   0.99990123  =   0.99990625
 KV5475!SPC NY L     -   1.00000503  x   1.00001501  =   1.00002004
 KV5475!UTM  18      -   1.00000503  x   0.99963377  =   0.99963879
 KV5475
 KV5475:                Primary Azimuth Mark                     Grid Az
 KV5475:SPC NJ       -  RNR 15 A                                 104 40 00.7
 KV5475:SPC NY L     -  RNR 15 A                                 104 59 36.0
 KV5475:UTM  18      -  RNR 15 A                                 104 20 32.0
 KV5475
 KV5475|---------------------------------------------------------------------|
 KV5475| PID    Reference Object                     Distance      Geod. Az  |
 KV5475|                                                           dddmmss.s |
 KV5475| KV5383 RNR 15 A                            APPROX. 1.0 KM 1044436.6 |
 KV5475| KV5473 RNR 20                              APPROX. 0.6 KM 1932344.9 |
 KV5475|---------------------------------------------------------------------|
 KV5475
 KV5475                          SUPERSEDED SURVEY CONTROL
 KV5475
 KV5475  NAD 83(1996)-  40 29 08.57471(N)    074 22 55.07323(W) AD(       ) 3
 KV5475  NAD 83(1986)-  40 29 08.57647(N)    074 22 55.07320(W) AD(       ) 3
 KV5475  NAD 27      -  40 29 08.19700(N)    074 22 56.53400(W) AD(       ) 3
 KV5475
 KV5475.Superseded values are not recommended for survey control.
 KV5475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5475.See file dsdata.txt to determine how the superseded data were derived.
 KV5475
 KV5475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5238081853(NAD 83)
 KV5475_MARKER: B = BOLT
 KV5475_SETTING: 0 = UNSPECIFIED SETTING
 KV5475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5475
 KV5475  HISTORY     - Date     Condition        Report By
 KV5475  HISTORY     - 1932     MONUMENTED       USE
 KV5475
 KV5475                          STATION DESCRIPTION
 KV5475
 KV5475'DESCRIBED BY US ENGINEERS 1932
 KV5475'STATION IS ON THE NE BANK OF RARITAN RIVER ABOUT 2-1/2 MILES
 KV5475'DIRECTLY E OF NEW BRUNSWICK, NEW JERSEY.  MARK IS A CONCRETE
 KV5475'MONUMENT WITH GALVANIZED-IRON BOLT MARKING CENTER.  IT IS IN
 KV5475'THE MARSH ABOUT 275 YARDS SE OF THE MOUTH OF MARTINS CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5469 ***********************************************************************
 KV5469  DESIGNATION -  RNR 18 USE 1932
 KV5469  PID         -  KV5469
 KV5469  STATE/COUNTY-  NJ/MIDDLESEX
 KV5469  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5469
 KV5469                         *CURRENT SURVEY CONTROL
 KV5469  ___________________________________________________________________
 KV5469* NAD 83(1996)-  40 28 39.04620(N)    074 22 41.48215(W)     ADJUSTED  
 KV5469* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5469  ___________________________________________________________________
 KV5469  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 KV5469  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KV5469
 KV5469  HORZ ORDER  -  THIRD
 KV5469
 KV5469.The horizontal coordinates were established by classical geodetic methods
 KV5469.and adjusted by the National Geodetic Survey in September 1999..
 KV5469
 KV5469.The orthometric height was scaled from a topographic map.
 KV5469
 KV5469.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5469
 KV5469.The geoid height was determined by GEOID03.
 KV5469
 KV5469;                    North         East     Units Scale Factor Converg.
 KV5469;SPC NJ       -   182,538.888   160,328.020   MT  0.99990131   +0 04 44.7
 KV5469;SPC NJ       -   598,879.67    526,009.51   sFT  0.99990131   +0 04 44.7
 KV5469;SPC NY L     -    34,587.166   267,930.610   MT  1.00001592   -0 14 50.5
 KV5469;SPC NY L     -   113,474.73    879,035.68   sFT  1.00001592   -0 14 50.5
 KV5469;UTM  18      - 4,480,944.326   552,706.157   MT  0.99963419   +0 24 13.2
 KV5469
 KV5469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5469!SPC NJ       -   1.00000502  x   0.99990131  =   0.99990633
 KV5469!SPC NY L     -   1.00000502  x   1.00001592  =   1.00002094
 KV5469!UTM  18      -   1.00000502  x   0.99963419  =   0.99963921
 KV5469
 KV5469:                Primary Azimuth Mark                     Grid Az
 KV5469:SPC NJ       -  RNR 20                                   305 52 54.8
 KV5469:SPC NY L     -  RNR 20                                   306 12 30.0
 KV5469:UTM  18      -  RNR 20                                   305 33 26.3
 KV5469
 KV5469|---------------------------------------------------------------------|
 KV5469| PID    Reference Object                     Distance      Geod. Az  |
 KV5469|                                                           dddmmss.s |
 KV5469| KV5473 RNR 20                              APPROX. 0.6 KM 3055739.5 |
 KV5469|---------------------------------------------------------------------|
 KV5469
 KV5469                          SUPERSEDED SURVEY CONTROL
 KV5469
 KV5469  NAD 83(1996)-  40 28 39.04578(N)    074 22 41.48334(W) AD(       ) 3
 KV5469  NAD 83(1986)-  40 28 39.04735(N)    074 22 41.48327(W) AD(       ) 3
 KV5469  NAD 27      -  40 28 38.66800(N)    074 22 42.94600(W) AD(       ) 3
 KV5469
 KV5469.Superseded values are not recommended for survey control.
 KV5469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5469.See file dsdata.txt to determine how the superseded data were derived.
 KV5469
 KV5469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5270680944(NAD 83)
 KV5469_MARKER: Z = SEE DESCRIPTION
 KV5469_SETTING: 0 = UNSPECIFIED SETTING
 KV5469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5469
 KV5469  HISTORY     - Date     Condition        Report By
 KV5469  HISTORY     - 1932     MONUMENTED       USE
 KV5469
 KV5469                          STATION DESCRIPTION
 KV5469
 KV5469'DESCRIBED BY US ENGINEERS 1932
 KV5469'STATION IS ABOUT 3 MILES E OF NEW BRUNSWICK, NEW JERSEY, ON THE
 KV5469'S BANK OF THE RARITAN RIVER, AOUT 75 YARDS W OF THE W BANK OF THE
 KV5469'S RIVER.  THE STATION IS MARKED BY A BRONZE PLUG SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5463 ***********************************************************************
 KV5463  DESIGNATION -  RNR 19 A
 KV5463  PID         -  KV5463
 KV5463  STATE/COUNTY-  NJ/MIDDLESEX
 KV5463  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5463
 KV5463                         *CURRENT SURVEY CONTROL
 KV5463  ___________________________________________________________________
 KV5463* NAD 83(1996)-  40 29 20.70184(N)    074 23 24.97606(W)     ADJUSTED  
 KV5463* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 KV5463  ___________________________________________________________________
 KV5463  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 KV5463  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV5463
 KV5463  HORZ ORDER  -  THIRD
 KV5463
 KV5463.The horizontal coordinates were established by classical geodetic methods
 KV5463.and adjusted by the National Geodetic Survey in September 1999..
 KV5463
 KV5463.The orthometric height was scaled from a topographic map.
 KV5463
 KV5463.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5463
 KV5463.The geoid height was determined by GEOID03.
 KV5463
 KV5463;                    North         East     Units Scale Factor Converg.
 KV5463;SPC NJ       -   183,822.307   159,302.049   MT  0.99990106   +0 04 16.5
 KV5463;SPC NJ       -   603,090.35    522,643.47   sFT  0.99990106   +0 04 16.5
 KV5463;SPC NY L     -    35,876.557   266,911.853   MT  1.00001464   -0 15 19.0
 KV5463;SPC NY L     -   117,705.00    875,693.30   sFT  1.00001464   -0 15 19.0
 KV5463;UTM  18      - 4,482,221.569   551,673.207   MT  0.99963287   +0 23 45.3
 KV5463
 KV5463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5463!SPC NJ       -   1.00000440  x   0.99990106  =   0.99990546
 KV5463!SPC NY L     -   1.00000440  x   1.00001464  =   1.00001904
 KV5463!UTM  18      -   1.00000440  x   0.99963287  =   0.99963727
 KV5463
 KV5463|---------------------------------------------------------------------|
 KV5463| PID    Reference Object                     Distance      Geod. Az  |
 KV5463|                                                           dddmmss.s |
 KV5463| CB5526 RNR 19 A RM 2                        28.800 METERS 02920     |
 KV5463| KV5474 RARITAN RIVER BEACON 10             APPROX. 0.8 KM 1333935.4 |
 KV5463| KV5440 MAX                                 APPROX. 3.4 KM 1830501.5 |
 KV5463| KV5460 RARITAN RIVER BEACON 11             APPROX. 0.5 KM 2090139.4 |
 KV5463| CB5525 RNR 19 A RM 1                        30.910 METERS 31530     |
 KV5463|---------------------------------------------------------------------|
 KV5463
 KV5463                          SUPERSEDED SURVEY CONTROL
 KV5463
 KV5463  NAD 83(1996)-  40 29 20.70156(N)    074 23 24.97732(W) AD(       ) 3
 KV5463  NAD 83(1986)-  40 29 20.70342(N)    074 23 24.97749(W) AD(       ) 3
 KV5463  NAD 27      -  40 29 20.32500(N)    074 23 26.43700(W) AD(       ) 3
 KV5463
 KV5463.Superseded values are not recommended for survey control.
 KV5463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5463.See file dsdata.txt to determine how the superseded data were derived.
 KV5463
 KV5463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5167382222(NAD 83)
 KV5463_MARKER: B = BOLT
 KV5463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5463_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5463
 KV5463  HISTORY     - Date     Condition        Report By
 KV5463  HISTORY     - 1932     MONUMENTED       USE
 KV5463  HISTORY     - 1932     GOOD             USE
 KV5463
 KV5463                          STATION DESCRIPTION
 KV5463
 KV5463'DESCRIBED BY US ENGINEERS 1932 (RWW)
 KV5463'THIS STATION IS ON THE N SIDE OF THE RARITAN RIVER NNE OF BEACON
 KV5463'NO.11 ON THE PROPERTY OF THE METROPOLITAN CEMENT COMPANY (REACHED
 KV5463'BY TURNING S OFF WOODBRIDGE ROAD 1.2 MILES ON MEADOW ROAD TO THE
 KV5463'PLANT OF THIS COMPANY).  IT IS LOCATED S OF A LINE OF ABANDONED
 KV5463'TRESTLE-PIERS (CONCRETE), 1.1 METERS W OF THE NARROW GAUGE
 KV5463'RAILROAD TRACKS AND 31 METERS N OF THE CANAL.
 KV5463'
 KV5463'STATION IS MARKED BY THE CROSS-CUT ATOP AN IRON BOLT SET FLUSH
 KV5463'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT (30-GALLON DRUM
 KV5463'FORM) FLUSH WITH THE GROUND.  TWO STANDARD C. AND G.S. BRONZE
 KV5463'REFERENCE DISKS WERE CEMENTED IN DRILL HOLES AND SET VERTICALLY IN
 KV5463'THE FACES OF CONCRETE TRESTLE-PIERS, AS FOLLOWS--
 KV5463'
 KV5463'REFERENCE MARK NO.1 SET 6 FEET ABOVE GROUND IN THE E FACE OF THE
 KV5463'SEVENTH PIER (COUNTING FROM THE E).
 KV5463'
 KV5463'REFERENCE MARK NO.2 SIMILARLY SET 4 FEET ABOVE GROUND IN THE W
 KV5463'FACE OF THE MOST EASTERLY PIER OF THE GROUP.
 KV5463'
 KV5463'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD SET-UPS.
 KV5463
 KV5463                          STATION RECOVERY (1932)
 KV5463
 KV5463'RECOVERY NOTE BY US ENGINEERS 1932
 KV5463'STATION IS ABOUT 2-1/2 MILES E OF NEW BRUNSWICK ON THE N SIDE OF
 KV5463'RARITAN RIVER ABOUT 1/4 MILE W OF MARTINS CREEK AND ABOUT 200 YARDS
 KV5463'FROM THE BANK OF RARITAN RIVER.  THE MARK IS 104 FEET N OF A SMALL
 KV5463'SLIP LEADING TO THE METROPOLITAN CEMENT CORPORATION WORKS AND IS
 KV5463'ON PROPERTY BELONGING TO THAT CORPORATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5366 ***********************************************************************
 KV5366  DESIGNATION -  RNR 2
 KV5366  PID         -  KV5366
 KV5366  STATE/COUNTY-  NJ/MIDDLESEX
 KV5366  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5366
 KV5366                         *CURRENT SURVEY CONTROL
 KV5366  ___________________________________________________________________
 KV5366* NAD 83(1996)-  40 29 36.17921(N)    074 16 57.47822(W)     ADJUSTED  
 KV5366* NAVD 88     -         6.     (meters)      20.     (feet)  VERTCON   
 KV5366  ___________________________________________________________________
 KV5366  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 KV5366  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV5366
 KV5366  HORZ ORDER  -  THIRD
 KV5366
 KV5366.The horizontal coordinates were established by classical geodetic methods
 KV5366.and adjusted by the National Geodetic Survey in September 1999..
 KV5366
 KV5366.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5366
 KV5366.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5366
 KV5366.The geoid height was determined by GEOID03.
 KV5366
 KV5366;                    North         East     Units Scale Factor Converg.
 KV5366;SPC NJ       -   184,316.580   168,425.703   MT  0.99990418   +0 08 28.1
 KV5366;SPC NJ       -   604,711.98    552,576.66   sFT  0.99990418   +0 08 28.1
 KV5366;SPC NY L     -    36,318.918   276,039.195   MT  1.00001417   -0 11 05.5
 KV5366;SPC NY L     -   119,156.32    905,638.59   sFT  1.00001417   -0 11 05.5
 KV5366;UTM  18      - 4,482,767.391   560,791.510   MT  0.99964549   +0 27 57.0
 KV5366
 KV5366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5366!SPC NJ       -   1.00000417  x   0.99990418  =   0.99990835
 KV5366!SPC NY L     -   1.00000417  x   1.00001417  =   1.00001834
 KV5366!UTM  18      -   1.00000417  x   0.99964549  =   0.99964966
 KV5366
 KV5366:                Primary Azimuth Mark                     Grid Az
 KV5366:SPC NJ       -  PERTH AMBOY GREEN SPIRE                  002 32 32.3
 KV5366:SPC NY L     -  PERTH AMBOY GREEN SPIRE                  002 52 05.9
 KV5366:UTM  18      -  PERTH AMBOY GREEN SPIRE                  002 13 03.4
 KV5366
 KV5366|---------------------------------------------------------------------|
 KV5366| PID    Reference Object                     Distance      Geod. Az  |
 KV5366|                                                           dddmmss.s |
 KV5366| KV4861 PERTH AMBOY GREEN SPIRE             APPROX. 2.2 KM 0024100.4 |
 KV5366| KV4875 RNR 1                               APPROX. 0.9 KM 0245351.0 |
 KV5366| CB5527 RNR 2 RM 1                            9.096 METERS 11409     |
 KV5366| CB5528 RNR 2 RM 2                            6.680 METERS 20520     |
 KV5366| KV4866 RARITAN RIVER VICT BRIDGE FP        APPROX. 1.8 KM 3381436.5 |
 KV5366| KV4847 NORTH PERTH AMBOY INCIN CHIM        APPROX. 2.5 KM 3484053.3 |
 KV5366|---------------------------------------------------------------------|
 KV5366
 KV5366                          SUPERSEDED SURVEY CONTROL
 KV5366
 KV5366  NAD 83(1996)-  40 29 36.17903(N)    074 16 57.47844(W) AD(       ) 3
 KV5366  NAD 83(1986)-  40 29 36.18028(N)    074 16 57.47528(W) AD(       ) 3
 KV5366  NAD 27      -  40 29 35.79700(N)    074 16 58.95000(W) AD(       ) 3
 KV5366  NGVD 29 (09/24/91)    6.     (m)           20.     (f) VERT ANG       
 KV5366
 KV5366.Superseded values are not recommended for survey control.
 KV5366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5366.See file dsdata.txt to determine how the superseded data were derived.
 KV5366
 KV5366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6079282767(NAD 83)
 KV5366_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV5366_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV5366+WITH SETTING: PAVEMENT
 KV5366_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5366+STABILITY: SURFACE MOTION
 KV5366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5366+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2001
 KV5366
 KV5366  HISTORY     - Date     Condition        Report By
 KV5366  HISTORY     - 1932     MONUMENTED       USE
 KV5366  HISTORY     - 1932     GOOD             USE
 KV5366  HISTORY     - 1985     GOOD             B+OINC
 KV5366  HISTORY     - 20010317 GOOD             PORANY
 KV5366
 KV5366                          STATION DESCRIPTION
 KV5366
 KV5366'DESCRIBED BY US ENGINEERS 1932 (RWW)
 KV5366'THIS STATION IS ON THE S BANK OF THE RARITAN RIVER, IN S AMBOY,
 KV5366'ON THE W SIDE OF THE SHORE ABUTMENT OF THE CENTRAL RAILROAD OF
 KV5366'NEW JERSEY BRIDGE.
 KV5366'
 KV5366'STATION IS MARKED BY A STANDARD U.S.H.L.B. BRONZE DISK SET IN
 KV5366'LEAD ATOP THE GRANITE-BLOCK ABUTMENT.  TWO STANDARD U.S.C. AND
 KV5366'G.S. BRONZE REFERENCE DISKS WERE CEMENTED IN DRILL HOLES AND
 KV5366'SET FLUSH IN THE TOPS OF THE GRANITE BLOCK ABUTMENT WALLS,
 KV5366'REFERENCE MARK NO.1 ON THE E WALL OF THE SHORE ABUTMENT, NEAR
 KV5366'ITS N END.  REFERENCE MARK NO.2 ON THE W WALL NEAR ITS S
 KV5366'END.  ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV5366'
 KV5366'TO NW CORNER OF W WALL OF ABUTMENT 1.58 METERS
 KV5366'
 KV5366'TO SW CORNER OF W WALL OF ABUTMENT 7.34 METERS
 KV5366'
 KV5366'TO NOTCH CUT NEAR NE CORNER OF E WALL OF ABUTMENT 9.52 METERS
 KV5366'
 KV5366'THERE IS SUFFICIENT ROOM FOR CENTRAL TRIPOD SET-UPS.  A STAKE
 KV5366'DRIVEN BETWEEN ABUTMENT WALL AND RAILROAD TRACK WILL IMPROVE
 KV5366'THE FOOTING.  PASSING TRAINS MAY NECESSITATE RE-LEVELING OF THE
 KV5366'INSTRUMENT.  A DIRECTION INSTRUMENT, WITH ITS SHORT-PERIOD ROUND
 KV5366'OF ANGLES PERMITTING COMPLETION OF SETS BETWEEN TRAINS, IS
 KV5366'RECOMMENDED FOR OCCUPANCY OF THIS STATION.
 KV5366
 KV5366                          STATION RECOVERY (1932)
 KV5366
 KV5366'RECOVERY NOTE BY US ENGINEERS 1932
 KV5366'STATION IS ON THE NW SIDE OF THE S ABUTMENT OF CENTRAL RAILROAD OF
 KV5366'NEW JERSEY BRIDGE OVER THE RARITAN RIVER, BETWEEN THE CITIES OF
 KV5366'S AMBOY AND PERTH AMBOY.
 KV5366
 KV5366                          STATION RECOVERY (1985)
 KV5366
 KV5366'RECOVERY NOTE BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV5366'STATION RECOVERED AS DESCRIBED BY RWW IN 1932.  THE STATION MARK IS
 KV5366'BATTERED BUT OTHERWISE IN GOOD CONDITION.  RM 1 AND RM 2 HAVE BEEN
 KV5366'REMOVED BUT THEIR DRILL HOLES ARE VERY PLAIN TO SEE AND CAN BE USED
 KV5366'AS REFERENCE POINTS.
 KV5366
 KV5366                          STATION RECOVERY (2001)
 KV5366
 KV5366'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV5366'STONE IN WHICH MARK SITS APPEARS TO HAVE MOVED SLIGHTLY.  RAIL LINE IS
 KV5366'NOW OWNED BY NEW JERSEY TRANSIT.  FREQUENCY OF TRAINS MAKES OCCUPATION
 KV5366'DIFFICULT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5473 ***********************************************************************
 KV5473  DESIGNATION -  RNR 20
 KV5473  PID         -  KV5473
 KV5473  STATE/COUNTY-  NJ/MIDDLESEX
 KV5473  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5473
 KV5473                         *CURRENT SURVEY CONTROL
 KV5473  ___________________________________________________________________
 KV5473* NAD 83(1996)-  40 28 49.81567(N)    074 23 00.92286(W)     ADJUSTED  
 KV5473* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5473  ___________________________________________________________________
 KV5473  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 KV5473  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KV5473
 KV5473  HORZ ORDER  -  THIRD
 KV5473
 KV5473.The horizontal coordinates were established by classical geodetic methods
 KV5473.and adjusted by the National Geodetic Survey in September 1999..
 KV5473
 KV5473.The orthometric height was scaled from a topographic map.
 KV5473
 KV5473.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5473
 KV5473.The geoid height was determined by GEOID03.
 KV5473
 KV5473;                    North         East     Units Scale Factor Converg.
 KV5473;SPC NJ       -   182,870.427   159,869.712   MT  0.99990120   +0 04 32.1
 KV5473;SPC NJ       -   599,967.39    524,505.88   sFT  0.99990120   +0 04 32.1
 KV5473;SPC NY L     -    34,921.349   267,474.146   MT  1.00001559   -0 15 03.2
 KV5473;SPC NY L     -   114,571.13    877,538.09   sFT  1.00001559   -0 15 03.2
 KV5473;UTM  18      - 4,481,273.175   552,246.101   MT  0.99963360   +0 24 00.6
 KV5473
 KV5473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5473!SPC NJ       -   1.00000471  x   0.99990120  =   0.99990591
 KV5473!SPC NY L     -   1.00000471  x   1.00001559  =   1.00002030
 KV5473!UTM  18      -   1.00000471  x   0.99963360  =   0.99963831
 KV5473
 KV5473:                Primary Azimuth Mark                     Grid Az
 KV5473:SPC NJ       -  MAX                                      197 13 16.0
 KV5473:SPC NY L     -  MAX                                      197 32 51.3
 KV5473:UTM  18      -  MAX                                      196 53 47.5
 KV5473
 KV5473|---------------------------------------------------------------------|
 KV5473| PID    Reference Object                     Distance      Geod. Az  |
 KV5473|                                                           dddmmss.s |
 KV5473| KV5440 MAX                                 APPROX. 2.5 KM 1971748.1 |
 KV5473| CB5530 RNR 20 RM 2                           9.213 METERS 23834     |
 KV5473| CB5529 RNR 20 RM 1                          22.076 METERS 32559     |
 KV5473|---------------------------------------------------------------------|
 KV5473
 KV5473                          SUPERSEDED SURVEY CONTROL
 KV5473
 KV5473  NAD 83(1996)-  40 28 49.81530(N)    074 23 00.92410(W) AD(       ) 3
 KV5473  NAD 83(1986)-  40 28 49.81696(N)    074 23 00.92413(W) AD(       ) 3
 KV5473  NAD 27      -  40 28 49.43800(N)    074 23 02.38500(W) AD(       ) 3
 KV5473
 KV5473.Superseded values are not recommended for survey control.
 KV5473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5473.See file dsdata.txt to determine how the superseded data were derived.
 KV5473
 KV5473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5224681273(NAD 83)
 KV5473_MARKER: B = BOLT
 KV5473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5473_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5473
 KV5473  HISTORY     - Date     Condition        Report By
 KV5473  HISTORY     - 1932     MONUMENTED       USE
 KV5473  HISTORY     - 1932     GOOD             USE
 KV5473
 KV5473                          STATION DESCRIPTION
 KV5473
 KV5473'DESCRIBED BY US ENGINEERS 1932 (RWW)
 KV5473'STATION IS ON THE S BANK OF THE RARITAN RIVER APPROXIMATELY 1/3
 KV5473'MILE S OF BEACON NO.10.  IT IS 6 METERS IN FROM THE WATERS EDGE
 KV5473'APPROXIMATELY 200 METERS UPSTREAM OF A LINE OF TELEPHONE POLES AND
 KV5473'15 METERS UPSTREAM OF THE ONLY LARGE TREE IN THE VICINITY.  BEACON
 KV5473'NO.9 AND A DISTANT WATER TANK ARE ON RANGE AT THE STATION.
 KV5473'
 KV5473'STATION IS MARKED BY A CROSS-CUT ATOP AN IRON BOLT SET FLUSH
 KV5473'IN THE FLAT TOP OF A CYLINDRICAL CONCRETE MONUMENT (30-GALLON DRUM
 KV5473'FORM) FLUSH WITH THE GROUND.
 KV5473'
 KV5473'TWO REFERENCE MARKS WERE PLACED IN MONUMENTS PROJECTING 8 INCHES
 KV5473'ABOVE GROUND.  REFERENCE MARK 1 TO THE NW.  REFERENCE MARK 2 TO THE
 KV5473'SW.  BOTH REFERENCE MARKS CONSIST OF 3-FOOT TRUNCATED-CONICAL
 KV5473'CONCRETE MONUMENTS OF 12-INCH TOP DIAMETER, IN THE FLAT TOP OF
 KV5473'WHICH ARE A NUMBER AND A REFERENCE CROSS FILLED WITH NEAT BLACK
 KV5473'CEMENT.  THE LONGER BAR OF THE CROSS POINTS TOWARD THE STATION
 KV5473'MARK.  (SHOULD A CROSS-INTERSECTION BE SO DEFACED AS TO BE
 KV5473'RENDERED INDEFINITE THE EXACT REFERENCE MARK CENTER MAY BE
 KV5473'RECOVERED BY COLD CHISELLING ABOUT 1 INCH BELOW THE MONUMENT
 KV5473'SURFACE TO A 1/4 INCH ROUND BRASS ROD WHICH EXTENDS VERTICALLY
 KV5473'DOWNWARD 8 INCHES INTO THE MONUMENT).
 KV5473'
 KV5473'STATION IS REACHED BY TURNING TOWARD THE RARITAN RIVER OFF
 KV5473'HIGHWAY S 28 AT A POINT 1.2 MILES S FROM HIGHWAY 25 THEN FOLLOWING
 KV5473'A WINDING DIRT ROAD 1.7 MILES TO THE RIVER FRONT.
 KV5473
 KV5473                          STATION RECOVERY (1932)
 KV5473
 KV5473'RECOVERY NOTE BY US ENGINEERS 1932
 KV5473'STATION IS APPROXIMATELY 2-1/2 MILES E OF NEW BRUNSWICK AND 1-1/2
 KV5473'MILES NW OF SAYREVILLE.  THE MARK IS ON THE SW BANK OF THE RARITAN
 KV5473'RIVER, ABOUT 700 YARDS NW ALONG RIVER BANK FROM THE MOUTH OF S
 KV5473'RIVER IN THE WOODED MARSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5462 ***********************************************************************
 KV5462  DESIGNATION -  RNR 20A USE 1932
 KV5462  PID         -  KV5462
 KV5462  STATE/COUNTY-  NJ/MIDDLESEX
 KV5462  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5462
 KV5462                         *CURRENT SURVEY CONTROL
 KV5462  ___________________________________________________________________
 KV5462* NAD 83(1996)-  40 29 04.71491(N)    074 23 32.40575(W)     ADJUSTED  
 KV5462* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5462  ___________________________________________________________________
 KV5462  LAPLACE CORR-           5.36  (seconds)                    DEFLEC99
 KV5462  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV5462
 KV5462  HORZ ORDER  -  THIRD
 KV5462
 KV5462.The horizontal coordinates were established by classical geodetic methods
 KV5462.and adjusted by the National Geodetic Survey in September 1999..
 KV5462
 KV5462.The orthometric height was scaled from a topographic map.
 KV5462
 KV5462.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5462
 KV5462.The geoid height was determined by GEOID03.
 KV5462
 KV5462;                    North         East     Units Scale Factor Converg.
 KV5462;SPC NJ       -   183,329.015   159,127.696   MT  0.99990103   +0 04 11.6
 KV5462;SPC NJ       -   601,471.94    522,071.45   sFT  0.99990103   +0 04 11.6
 KV5462;SPC NY L     -    35,384.210   266,734.671   MT  1.00001513   -0 15 23.8
 KV5462;SPC NY L     -   116,089.70    875,112.00   sFT  1.00001513   -0 15 23.8
 KV5462;UTM  18      - 4,481,727.430   551,501.698   MT  0.99963265   +0 23 40.3
 KV5462
 KV5462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5462!SPC NJ       -   1.00000503  x   0.99990103  =   0.99990606
 KV5462!SPC NY L     -   1.00000503  x   1.00001513  =   1.00002016
 KV5462!UTM  18      -   1.00000503  x   0.99963265  =   0.99963768
 KV5462
 KV5462:                Primary Azimuth Mark                     Grid Az
 KV5462:SPC NJ       -  RNR 19 A                                 019 27 57.2
 KV5462:SPC NY L     -  RNR 19 A                                 019 47 32.6
 KV5462:UTM  18      -  RNR 19 A                                 019 08 28.5
 KV5462
 KV5462|---------------------------------------------------------------------|
 KV5462| PID    Reference Object                     Distance      Geod. Az  |
 KV5462|                                                           dddmmss.s |
 KV5462| KV5463 RNR 19 A                            APPROX. 0.5 KM 0193208.8 |
 KV5462| KV5453 RNR 22 USE 1932                     APPROX. 0.6 KM 3034409.7 |
 KV5462|---------------------------------------------------------------------|
 KV5462
 KV5462                          SUPERSEDED SURVEY CONTROL
 KV5462
 KV5462  NAD 83(1996)-  40 29 04.71459(N)    074 23 32.40704(W) AD(       ) 3
 KV5462  NAD 83(1986)-  40 29 04.71638(N)    074 23 32.40726(W) AD(       ) 3
 KV5462  NAD 27      -  40 29 04.33800(N)    074 23 33.86700(W) AD(       ) 3
 KV5462
 KV5462.Superseded values are not recommended for survey control.
 KV5462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5462.See file dsdata.txt to determine how the superseded data were derived.
 KV5462
 KV5462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5150281727(NAD 83)
 KV5462_MARKER: B = BOLT
 KV5462_SETTING: 0 = UNSPECIFIED SETTING
 KV5462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5462
 KV5462  HISTORY     - Date     Condition        Report By
 KV5462  HISTORY     - 1932     MONUMENTED       USE
 KV5462
 KV5462                          STATION DESCRIPTION
 KV5462
 KV5462'DESCRIBED BY US ENGINEERS 1932
 KV5462'STATION IS 2 MILES E OF NEW BRUNSWICK AT THE MOUTH OF
 KV5462'ST. LAWRENCE CREEK, ON THE S BANK OF RARITAN RIVER AND THE E
 KV5462'BANK OF ST. LAWRENCE CREEK.  MARK IS A CONCRETE MONUMENT WITH
 KV5462'GALVANIZED-IRON BOLT MARKING CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5458 ***********************************************************************
 KV5458  DESIGNATION -  RNR 21 USE 1932
 KV5458  PID         -  KV5458
 KV5458  STATE/COUNTY-  NJ/MIDDLESEX
 KV5458  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5458
 KV5458                         *CURRENT SURVEY CONTROL
 KV5458  ___________________________________________________________________
 KV5458* NAD 83(1996)-  40 29 24.42223(N)    074 23 47.10441(W)     ADJUSTED  
 KV5458* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 KV5458  ___________________________________________________________________
 KV5458  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 KV5458  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV5458
 KV5458  HORZ ORDER  -  THIRD
 KV5458
 KV5458.The horizontal coordinates were established by classical geodetic methods
 KV5458.and adjusted by the National Geodetic Survey in September 1999..
 KV5458
 KV5458.The orthometric height was scaled from a topographic map.
 KV5458
 KV5458.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5458
 KV5458.The geoid height was determined by GEOID03.
 KV5458
 KV5458;                    North         East     Units Scale Factor Converg.
 KV5458;SPC NJ       -   183,936.423   158,780.835   MT  0.99990095   +0 04 02.1
 KV5458;SPC NJ       -   603,464.75    520,933.46   sFT  0.99990095   +0 04 02.1
 KV5458;SPC NY L     -    35,993.655   266,391.238   MT  1.00001452   -0 15 33.4
 KV5458;SPC NY L     -   118,089.18    873,985.25   sFT  1.00001452   -0 15 33.4
 KV5458;UTM  18      - 4,482,332.700   551,151.494   MT  0.99963221   +0 23 30.9
 KV5458
 KV5458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5458!SPC NJ       -   1.00000393  x   0.99990095  =   0.99990488
 KV5458!SPC NY L     -   1.00000393  x   1.00001452  =   1.00001845
 KV5458!UTM  18      -   1.00000393  x   0.99963221  =   0.99963614
 KV5458
 KV5458:                Primary Azimuth Mark                     Grid Az
 KV5458:SPC NJ       -  RNR 19 A                                 102 20 58.7
 KV5458:SPC NY L     -  RNR 19 A                                 102 40 34.2
 KV5458:UTM  18      -  RNR 19 A                                 102 01 29.9
 KV5458
 KV5458|---------------------------------------------------------------------|
 KV5458| PID    Reference Object                     Distance      Geod. Az  |
 KV5458|                                                           dddmmss.s |
 KV5458| KV5463 RNR 19 A                            APPROX. 0.5 KM 1022500.8 |
 KV5458| KV5453 RNR 22 USE 1932                     320.054 METERS 20156     |
 KV5458| KV5452 RNR 22 A                            388.864 METERS 24203     |
 KV5458| KV5425 MARTIN USE 1932                     483.818 METERS 2873224.6 |
 KV5458|---------------------------------------------------------------------|
 KV5458
 KV5458                          SUPERSEDED SURVEY CONTROL
 KV5458
 KV5458  NAD 83(1996)-  40 29 24.42196(N)    074 23 47.10570(W) AD(       ) 3
 KV5458  NAD 83(1986)-  40 29 24.42382(N)    074 23 47.10599(W) AD(       ) 3
 KV5458  NAD 27      -  40 29 24.04600(N)    074 23 48.56500(W) AD(       ) 3
 KV5458
 KV5458.Superseded values are not recommended for survey control.
 KV5458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5458.See file dsdata.txt to determine how the superseded data were derived.
 KV5458
 KV5458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5115182333(NAD 83)
 KV5458_MARKER: B = BOLT
 KV5458_SETTING: 0 = UNSPECIFIED SETTING
 KV5458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5458
 KV5458  HISTORY     - Date     Condition        Report By
 KV5458  HISTORY     - 1932     MONUMENTED       USE
 KV5458
 KV5458                          STATION DESCRIPTION
 KV5458
 KV5458'DESCRIBED BY US ENGINEERS 1932
 KV5458'STATION IS 1/4 MILES SE OF MARTINS LANDING, 10 YARDS FROM THE
 KV5458'NE BANK OF RARITAN RIVER, IN THE MARSH, APPROXIMATELY 330 YARDS
 KV5458'SE OF THE PUBLIC SERVICE ELECTRIC AND GAS COMPANY WATER TANK AT
 KV5458'MARTINS LANDING.  THE MARK IS A CONCRETE MONUMENT WITH
 KV5458'GALVANIZED-IRON BOLT MARKING CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5452 ***********************************************************************
 KV5452  DESIGNATION -  RNR 22 A
 KV5452  PID         -  KV5452
 KV5452  STATE/COUNTY-  NJ/MIDDLESEX
 KV5452  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5452
 KV5452                         *CURRENT SURVEY CONTROL
 KV5452  ___________________________________________________________________
 KV5452* NAD 83(1996)-  40 29 18.51203(N)    074 24 01.68948(W)     ADJUSTED  
 KV5452* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5452  ___________________________________________________________________
 KV5452  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 KV5452  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KV5452
 KV5452  HORZ ORDER  -  THIRD
 KV5452
 KV5452.The horizontal coordinates were established by classical geodetic methods
 KV5452.and adjusted by the National Geodetic Survey in September 1999..
 KV5452
 KV5452.The orthometric height was scaled from a topographic map.
 KV5452
 KV5452.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5452
 KV5452.The geoid height was determined by GEOID03.
 KV5452
 KV5452;                    North         East     Units Scale Factor Converg.
 KV5452;SPC NJ       -   183,753.742   158,437.595   MT  0.99990088   +0 03 52.6
 KV5452;SPC NJ       -   602,865.40    519,807.34   sFT  0.99990088   +0 03 52.6
 KV5452;SPC NY L     -    35,812.913   266,046.924   MT  1.00001470   -0 15 43.0
 KV5452;SPC NY L     -   117,496.20    872,855.62   sFT  1.00001470   -0 15 43.0
 KV5452;UTM  18      - 4,482,148.127   550,809.388   MT  0.99963178   +0 23 21.4
 KV5452
 KV5452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5452!SPC NJ       -   1.00000472  x   0.99990088  =   0.99990560
 KV5452!SPC NY L     -   1.00000472  x   1.00001470  =   1.00001942
 KV5452!UTM  18      -   1.00000472  x   0.99963178  =   0.99963650
 KV5452
 KV5452|---------------------------------------------------------------------|
 KV5452| PID    Reference Object                     Distance      Geod. Az  |
 KV5452|                                                           dddmmss.s |
 KV5452| CB5531 RNR 22 A RM 1                        13.339 METERS 10914     |
 KV5452| CB5532 RNR 22 A RM 2                         6.064 METERS 21329     |
 KV5452| KV5456 SUPER                               APPROX. 1.1 KM 2890120.9 |
 KV5452|---------------------------------------------------------------------|
 KV5452
 KV5452                          SUPERSEDED SURVEY CONTROL
 KV5452
 KV5452  NAD 83(1996)-  40 29 18.51176(N)    074 24 01.69079(W) AD(       ) 3
 KV5452  NAD 83(1986)-  40 29 18.51360(N)    074 24 01.69096(W) AD(       ) 3
 KV5452  NAD 27      -  40 29 18.13600(N)    074 24 03.15000(W) AD(       ) 3
 KV5452
 KV5452.Superseded values are not recommended for survey control.
 KV5452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5452.See file dsdata.txt to determine how the superseded data were derived.
 KV5452
 KV5452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5080982148(NAD 83)
 KV5452_MARKER: B = BOLT
 KV5452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5452_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5452
 KV5452  HISTORY     - Date     Condition        Report By
 KV5452  HISTORY     - 1932     MONUMENTED       USE
 KV5452  HISTORY     - 1932     GOOD             USE
 KV5452
 KV5452                          STATION DESCRIPTION
 KV5452
 KV5452'DESCRIBED BY US ENGINEERS 1932 (RWW)
 KV5452'THIS STATION IS ON THE S SIDE OF THE RARITAN RIVER APPROXIMATELY
 KV5452'3/4 MILE E OF THE SUPER HIGHWAY (ROUTE 25) BRIDGE.  IT IS LOCATED
 KV5452'BELOW A 50-FOOT WOODED BLUFF AT THE EDGE OF A LARGE MEADOW, AND
 KV5452'IS APPROXIMATELY 30 METERS E OF THE BOARDWALK LEADING OUT TO A
 KV5452'HIGH-TENSION TOWER.  THE STATION IS ON A SMALL FOOTPATH
 KV5452'APPROXIMATELY 200 METERS IN FROM HIGH-WATER LINE.
 KV5452'
 KV5452'STATION IS MARKED BY A DRILL HOLE AND CROSS CUT ATOP AN IRON BOLT
 KV5452'SET FLUSH IN THE FLAT-TOP OF A CYLINDRICAL CONCRETE MONUMENT
 KV5452'(30-GALLON DRUM FORM) FLUSH WITH THE GROUND.  THIS MONUMENT IS
 KV5452'MARKED USHL-1932.  TWO REFERENCE MARKS WERE PLACED IN MONUMENTS
 KV5452'PROJECTING 8 INCHES ABOVE GROUND.  REFERENCE MARK NO.1 ON THE
 KV5452'FOOTPATH DOWN RIVER FROM THE STATION.  REFERENCE MARK NO.2 ABOVE
 KV5452'THE STATION AND PART WAY UP THE BLUFF.  BOTH REFERENCE MARKS
 KV5452'CONSIST OF 3-FOOT TRUNCATED-CONICAL CONCRETE MONUMENTS OF 12-INCH
 KV5452'TOP DIAMETER, IN THE FLAT-TOP OF WHICH ARE A NUMBER AND A
 KV5452'REFERENCE CROSS FILLED WITH NEAT BLACK CEMENT.  THE LONGER BAR
 KV5452'OF THE CROSS POINTS TOWARD THE STATION MARK.  (SHOULD A
 KV5452'CROSS-INTERSECTION BE SO DEFACED AS TO BE RENDERED INDEFINITE
 KV5452'THE EXACT REFERENCE-MARK CENTER MAY BE RECOVERED BY COLD
 KV5452'CHISELLING ABOUT 1 INCH BELOW THE MONUMENT SURFACE TO A 1/4-INCH
 KV5452'ROUND BRASS ROD WHICH EXTENDS VERTICALLY DOWNWARD 8 INCHES
 KV5452'INTO THE MONUMENT.)
 KV5452
 KV5452                          STATION RECOVERY (1932)
 KV5452
 KV5452'RECOVERY NOTE BY US ENGINEERS 1932
 KV5452'STATION IS 2 MILES E OF NEW BRUNSWICK ACROSS RARITAN RIVER FROM
 KV5452'MARTINS LANDING.  THE MARK IS APPROXIMATELY 130 YARDS S OF THE S
 KV5452'BANK OF RARITAN RIVER AND 830 YARDS NW OF THE MOUTH OF
 KV5452'ST. LAWRENCE CREEK.  IT IS 95.4 FEET E OF BOARDWALK, 25.6 FEET
 KV5452'NNE OF A PINE, 68.2 FEET WNW OF A CEDAR, 43.75 FEET W OF
 KV5452'REFERENCE MARK NO.1, AND 19.89 FEET N OF REFERENCE MARK NO.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5453 ***********************************************************************
 KV5453  DESIGNATION -  RNR 22 USE 1932
 KV5453  PID         -  KV5453
 KV5453  STATE/COUNTY-  NJ/MIDDLESEX
 KV5453  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5453
 KV5453                         *CURRENT SURVEY CONTROL
 KV5453  ___________________________________________________________________
 KV5453* NAD 83(1996)-  40 29 14.79672(N)    074 23 52.17903(W)     ADJUSTED  
 KV5453* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5453  ___________________________________________________________________
 KV5453  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 KV5453  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV5453
 KV5453  HORZ ORDER  -  THIRD
 KV5453
 KV5453.The horizontal coordinates were established by classical geodetic methods
 KV5453.and adjusted by the National Geodetic Survey in September 1999..
 KV5453
 KV5453.The orthometric height was scaled from a topographic map.
 KV5453
 KV5453.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5453
 KV5453.The geoid height was determined by GEOID03.
 KV5453
 KV5453;                    North         East     Units Scale Factor Converg.
 KV5453;SPC NJ       -   183,639.409   158,661.683   MT  0.99990092   +0 03 58.8
 KV5453;SPC NJ       -   602,490.29    520,542.54   sFT  0.99990092   +0 03 58.8
 KV5453;SPC NY L     -    35,697.291   266,270.381   MT  1.00001482   -0 15 36.8
 KV5453;SPC NY L     -   117,116.86    873,588.74   sFT  1.00001482   -0 15 36.8
 KV5453;UTM  18      - 4,482,035.096   551,034.059   MT  0.99963206   +0 23 27.6
 KV5453
 KV5453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5453!SPC NJ       -   1.00000487  x   0.99990092  =   0.99990579
 KV5453!SPC NY L     -   1.00000487  x   1.00001482  =   1.00001969
 KV5453!UTM  18      -   1.00000487  x   0.99963206  =   0.99963693
 KV5453
 KV5453|---------------------------------------------------------------------|
 KV5453| PID    Reference Object                     Distance      Geod. Az  |
 KV5453|                                                           dddmmss.s |
 KV5453| KV5458 RNR 21 USE 1932                     320.054 METERS 02156     |
 KV5453| KV5452 RNR 22 A                            251.595 METERS 29706     |
 KV5453| KV5425 MARTIN USE 1932                     APPROX. 0.6 KM 3221940.9 |
 KV5453|---------------------------------------------------------------------|
 KV5453
 KV5453                          SUPERSEDED SURVEY CONTROL
 KV5453
 KV5453  NAD 83(1996)-  40 29 14.79644(N)    074 23 52.18035(W) AD(       ) 3
 KV5453  NAD 83(1986)-  40 29 14.79834(N)    074 23 52.18068(W) AD(       ) 3
 KV5453  NAD 27      -  40 29 14.42000(N)    074 23 53.63900(W) AD(       ) 3
 KV5453
 KV5453.Superseded values are not recommended for survey control.
 KV5453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5453.See file dsdata.txt to determine how the superseded data were derived.
 KV5453
 KV5453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5103482035(NAD 83)
 KV5453_MARKER: Z = SEE DESCRIPTION
 KV5453_SETTING: 0 = UNSPECIFIED SETTING
 KV5453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5453
 KV5453  HISTORY     - Date     Condition        Report By
 KV5453  HISTORY     - 1932     MONUMENTED       USE
 KV5453
 KV5453                          STATION DESCRIPTION
 KV5453
 KV5453'DESCRIBED BY US ENGINEERS 1932
 KV5453'STATION IS 2 MILES E OF NEW BRUNSWICK ABOUT 250 FEET SW OF THE
 KV5453'SW BANK OF RARITAN RIVER, AND APPROXIMATELY 900 YARDS NW OF THE
 KV5453'MOUTH OF ST. LAWRENCE CREEK.  THE STATION IS MARKED BY A BRONZE
 KV5453'PLUG SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5451 ***********************************************************************
 KV5451  DESIGNATION -  RNR 23 USE 1932
 KV5451  PID         -  KV5451
 KV5451  STATE/COUNTY-  NJ/MIDDLESEX
 KV5451  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5451
 KV5451                         *CURRENT SURVEY CONTROL
 KV5451  ___________________________________________________________________
 KV5451* NAD 83(1996)-  40 29 31.54133(N)    074 24 21.00899(W)     ADJUSTED  
 KV5451* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5451  ___________________________________________________________________
 KV5451  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 KV5451  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV5451
 KV5451  HORZ ORDER  -  THIRD
 KV5451
 KV5451.The horizontal coordinates were established by classical geodetic methods
 KV5451.and adjusted by the National Geodetic Survey in September 1999..
 KV5451
 KV5451.The orthometric height was scaled from a topographic map.
 KV5451
 KV5451.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5451
 KV5451.The geoid height was determined by GEOID03.
 KV5451
 KV5451;                    North         East     Units Scale Factor Converg.
 KV5451;SPC NJ       -   184,155.099   157,982.225   MT  0.99990078   +0 03 40.1
 KV5451;SPC NJ       -   604,182.19    518,313.35   sFT  0.99990078   +0 03 40.1
 KV5451;SPC NY L     -    36,216.905   265,593.797   MT  1.00001431   -0 15 55.6
 KV5451;SPC NY L     -   118,821.63    871,368.98   sFT  1.00001431   -0 15 55.6
 KV5451;UTM  18      - 4,482,546.790   550,351.874   MT  0.99963121   +0 23 09.0
 KV5451
 KV5451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5451!SPC NJ       -   1.00000472  x   0.99990078  =   0.99990550
 KV5451!SPC NY L     -   1.00000472  x   1.00001431  =   1.00001903
 KV5451!UTM  18      -   1.00000472  x   0.99963121  =   0.99963593
 KV5451
 KV5451|---------------------------------------------------------------------|
 KV5451| PID    Reference Object                     Distance      Geod. Az  |
 KV5451|                                                           dddmmss.s |
 KV5451| KV5425 MARTIN USE 1932                     345.097 METERS 10221     |
 KV5451| KV5457 RNR 24 USE 1932                     468.595 METERS 2221845.9 |
 KV5451|---------------------------------------------------------------------|
 KV5451
 KV5451                          SUPERSEDED SURVEY CONTROL
 KV5451
 KV5451  NAD 83(1996)-  40 29 31.54109(N)    074 24 21.01032(W) AD(       ) 3
 KV5451  NAD 83(1986)-  40 29 31.54300(N)    074 24 21.01066(W) AD(       ) 3
 KV5451  NAD 27      -  40 29 31.16600(N)    074 24 22.46800(W) AD(       ) 3
 KV5451
 KV5451.Superseded values are not recommended for survey control.
 KV5451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5451.See file dsdata.txt to determine how the superseded data were derived.
 KV5451
 KV5451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5035282547(NAD 83)
 KV5451_MARKER: B = BOLT
 KV5451_SETTING: 0 = UNSPECIFIED SETTING
 KV5451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5451
 KV5451  HISTORY     - Date     Condition        Report By
 KV5451  HISTORY     - 1932     MONUMENTED       USE
 KV5451
 KV5451                          STATION DESCRIPTION
 KV5451
 KV5451'DESCRIBED BY US ENGINEERS 1932
 KV5451'STATION IS ON A POINT OF LAND 1/4 MILE W OF MARTINS LANDING ON
 KV5451'THE N BANK OF RARITAN RIVER ABOUT 500 YARDS E OF THE STATE
 KV5451'HIGHWAY BRIDGE (ROUTE 25) OVER THE RARITAN RIVER.  MARK IS A
 KV5451'CONCRETE MONUMENT WITH GALVANIZED-IRON BOLT MARKING CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5455 ***********************************************************************
 KV5455  DESIGNATION -  RNR 23A USE 1932
 KV5455  PID         -  KV5455
 KV5455  STATE/COUNTY-  NJ/MIDDLESEX
 KV5455  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5455
 KV5455                         *CURRENT SURVEY CONTROL
 KV5455  ___________________________________________________________________
 KV5455* NAD 83(1996)-  40 29 37.04145(N)    074 24 47.19662(W)     ADJUSTED  
 KV5455* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5455  ___________________________________________________________________
 KV5455  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 KV5455  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV5455
 KV5455  HORZ ORDER  -  THIRD
 KV5455
 KV5455.The horizontal coordinates were established by classical geodetic methods
 KV5455.and adjusted by the National Geodetic Survey in September 1999..
 KV5455
 KV5455.The orthometric height was scaled from a topographic map.
 KV5455
 KV5455.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5455
 KV5455.The geoid height was determined by GEOID03.
 KV5455
 KV5455;                    North         East     Units Scale Factor Converg.
 KV5455;SPC NJ       -   184,324.104   157,365.418   MT  0.99990067   +0 03 23.1
 KV5455;SPC NJ       -   604,736.66    516,289.71   sFT  0.99990067   +0 03 23.1
 KV5455;SPC NY L     -    36,389.443   264,977.893   MT  1.00001414   -0 16 12.7
 KV5455;SPC NY L     -   119,387.70    869,348.30   sFT  1.00001414   -0 16 12.7
 KV5455;UTM  18      - 4,482,712.252   549,734.285   MT  0.99963045   +0 22 52.0
 KV5455
 KV5455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5455!SPC NJ       -   1.00000504  x   0.99990067  =   0.99990571
 KV5455!SPC NY L     -   1.00000504  x   1.00001414  =   1.00001918
 KV5455!UTM  18      -   1.00000504  x   0.99963045  =   0.99963549
 KV5455
 KV5455:                Primary Azimuth Mark                     Grid Az
 KV5455:SPC NJ       -  RNR 23 USE 1932                          105 19 22.6
 KV5455:SPC NY L     -  RNR 23 USE 1932                          105 38 58.4
 KV5455:UTM  18      -  RNR 23 USE 1932                          104 59 53.7
 KV5455
 KV5455|---------------------------------------------------------------------|
 KV5455| PID    Reference Object                     Distance      Geod. Az  |
 KV5455|                                                           dddmmss.s |
 KV5455| KV5451 RNR 23 USE 1932                     APPROX. 0.6 KM 1052245.7 |
 KV5455| KV5454 RNR 24A USE 1932                    189.925 METERS 18830     |
 KV5455|---------------------------------------------------------------------|
 KV5455
 KV5455                          SUPERSEDED SURVEY CONTROL
 KV5455
 KV5455  NAD 83(1996)-  40 29 37.04125(N)    074 24 47.19797(W) AD(       ) 3
 KV5455  NAD 83(1986)-  40 29 37.04323(N)    074 24 47.19861(W) AD(       ) 3
 KV5455  NAD 27      -  40 29 36.66700(N)    074 24 48.65300(W) AD(       ) 3
 KV5455
 KV5455.Superseded values are not recommended for survey control.
 KV5455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5455.See file dsdata.txt to determine how the superseded data were derived.
 KV5455
 KV5455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4973482712(NAD 83)
 KV5455_MARKER: B = BOLT
 KV5455_SETTING: 0 = UNSPECIFIED SETTING
 KV5455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5455
 KV5455  HISTORY     - Date     Condition        Report By
 KV5455  HISTORY     - 1932     MONUMENTED       USE
 KV5455
 KV5455                          STATION DESCRIPTION
 KV5455
 KV5455'DESCRIBED BY US ENGINEERS 1932
 KV5455'STATION IS 1-1/4 MILES E OF NEW BRUNSWICK, 45 YARDS N OF A
 KV5455'BULKHEAD ON THE N BANK OF THE RARITAN RIVER, AND 31 YARDS W OF A
 KV5455'PIER OF HIGHWAY (ROUTE 25) BRIDGE OVER THE RARITAN RIVER.  MARK
 KV5455'IS A CONCRETE MONUMENT WITH GALVANIZED-IRON BOLT MARKING CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5457 ***********************************************************************
 KV5457  DESIGNATION -  RNR 24 USE 1932
 KV5457  PID         -  KV5457
 KV5457  STATE/COUNTY-  NJ/MIDDLESEX
 KV5457  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5457
 KV5457                         *CURRENT SURVEY CONTROL
 KV5457  ___________________________________________________________________
 KV5457* NAD 83(1996)-  40 29 20.30718(N)    074 24 34.40352(W)     ADJUSTED  
 KV5457* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 KV5457  ___________________________________________________________________
 KV5457  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 KV5457  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV5457
 KV5457  HORZ ORDER  -  THIRD
 KV5457
 KV5457.The horizontal coordinates were established by classical geodetic methods
 KV5457.and adjusted by the National Geodetic Survey in September 1999..
 KV5457
 KV5457.The orthometric height was scaled from a topographic map.
 KV5457
 KV5457.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5457
 KV5457.The geoid height was determined by GEOID03.
 KV5457
 KV5457;                    North         East     Units Scale Factor Converg.
 KV5457;SPC NJ       -   183,808.280   157,667.179   MT  0.99990072   +0 03 31.4
 KV5457;SPC NJ       -   603,044.33    517,279.74   sFT  0.99990072   +0 03 31.4
 KV5457;SPC NY L     -    35,871.848   265,276.743   MT  1.00001465   -0 16 04.4
 KV5457;SPC NY L     -   117,689.55    870,328.78   sFT  1.00001465   -0 16 04.4
 KV5457;UTM  18      - 4,482,198.285   550,038.883   MT  0.99963082   +0 23 00.2
 KV5457
 KV5457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5457!SPC NJ       -   1.00000425  x   0.99990072  =   0.99990497
 KV5457!SPC NY L     -   1.00000425  x   1.00001465  =   1.00001890
 KV5457!UTM  18      -   1.00000425  x   0.99963082  =   0.99963507
 KV5457
 KV5457:                Primary Azimuth Mark                     Grid Az
 KV5457:SPC NJ       -  RNR 23 USE 1932                          042 15 05.8
 KV5457:SPC NY L     -  RNR 23 USE 1932                          042 34 41.6
 KV5457:UTM  18      -  RNR 23 USE 1932                          041 55 37.0
 KV5457
 KV5457|---------------------------------------------------------------------|
 KV5457| PID    Reference Object                     Distance      Geod. Az  |
 KV5457|                                                           dddmmss.s |
 KV5457| KV5451 RNR 23 USE 1932                     468.595 METERS 0421837.2 |
 KV5457| KV5454 RNR 24A USE 1932                    465.063 METERS 3145445.7 |
 KV5457|---------------------------------------------------------------------|
 KV5457
 KV5457                          SUPERSEDED SURVEY CONTROL
 KV5457
 KV5457  NAD 83(1996)-  40 29 20.30693(N)    074 24 34.40488(W) AD(       ) 3
 KV5457  NAD 83(1986)-  40 29 20.30873(N)    074 24 34.40536(W) AD(       ) 3
 KV5457  NAD 27      -  40 29 19.93200(N)    074 24 35.86200(W) AD(       ) 3
 KV5457
 KV5457.Superseded values are not recommended for survey control.
 KV5457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5457.See file dsdata.txt to determine how the superseded data were derived.
 KV5457
 KV5457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5003982198(NAD 83)
 KV5457_MARKER: Z = SEE DESCRIPTION
 KV5457_SETTING: 0 = UNSPECIFIED SETTING
 KV5457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5457
 KV5457  HISTORY     - Date     Condition        Report By
 KV5457  HISTORY     - 1932     MONUMENTED       USE
 KV5457
 KV5457                          STATION DESCRIPTION
 KV5457
 KV5457'DESCRIBED BY US ENGINEERS 1932
 KV5457'STATION IS 1-1/2 MILES E OF NEW BRUNSWICK, ABOUT 300 YARDS S OF
 KV5457'THE S BANK OF RARITAN RIVER AND 450 YARDS E OF THE APPROACH TO
 KV5457'THE HIGHWAY BRIDGE OVER RARITAN RIVER, ROUTE 25.  STATION IS
 KV5457'MARKED BY A BRONZE PLUG SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5454 ***********************************************************************
 KV5454  DESIGNATION -  RNR 24A USE 1932
 KV5454  PID         -  KV5454
 KV5454  STATE/COUNTY-  NJ/MIDDLESEX
 KV5454  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5454
 KV5454                         *CURRENT SURVEY CONTROL
 KV5454  ___________________________________________________________________
 KV5454* NAD 83(1996)-  40 29 30.95184(N)    074 24 48.38900(W)     ADJUSTED  
 KV5454* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV5454  ___________________________________________________________________
 KV5454  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 KV5454  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV5454
 KV5454  HORZ ORDER  -  THIRD
 KV5454
 KV5454.The horizontal coordinates were established by classical geodetic methods
 KV5454.and adjusted by the National Geodetic Survey in September 1999..
 KV5454
 KV5454.The orthometric height was scaled from a topographic map.
 KV5454
 KV5454.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5454
 KV5454.The geoid height was determined by GEOID03.
 KV5454
 KV5454;                    North         East     Units Scale Factor Converg.
 KV5454;SPC NJ       -   184,136.258   157,337.526   MT  0.99990066   +0 03 22.3
 KV5454;SPC NJ       -   604,120.37    516,198.20   sFT  0.99990066   +0 03 22.3
 KV5454;SPC NY L     -    36,201.737   264,948.927   MT  1.00001433   -0 16 13.5
 KV5454;SPC NY L     -   118,771.87    869,253.27   sFT  1.00001433   -0 16 13.5
 KV5454;UTM  18      - 4,482,524.302   549,707.466   MT  0.99963041   +0 22 51.2
 KV5454
 KV5454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5454!SPC NJ       -   1.00000520  x   0.99990066  =   0.99990586
 KV5454!SPC NY L     -   1.00000520  x   1.00001433  =   1.00001953
 KV5454!UTM  18      -   1.00000520  x   0.99963041  =   0.99963560
 KV5454
 KV5454|---------------------------------------------------------------------|
 KV5454| PID    Reference Object                     Distance      Geod. Az  |
 KV5454|                                                           dddmmss.s |
 KV5454| KV5455 RNR 23A USE 1932                    189.925 METERS 00830     |
 KV5454| KV5457 RNR 24 USE 1932                     465.063 METERS 1345436.7 |
 KV5454| KV5489 RNR 26 USE 1932                     428.006 METERS 2355205.8 |
 KV5454| KV5488 RNR 25A USE 1932                    467.611 METERS 2580804.3 |
 KV5454|---------------------------------------------------------------------|
 KV5454
 KV5454                          SUPERSEDED SURVEY CONTROL
 KV5454
 KV5454  NAD 83(1996)-  40 29 30.95161(N)    074 24 48.39037(W) AD(       ) 3
 KV5454  NAD 83(1986)-  40 29 30.95354(N)    074 24 48.39102(W) AD(       ) 3
 KV5454  NAD 27      -  40 29 30.57700(N)    074 24 49.84600(W) AD(       ) 3
 KV5454
 KV5454.Superseded values are not recommended for survey control.
 KV5454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5454.See file dsdata.txt to determine how the superseded data were derived.
 KV5454
 KV5454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4970782524(NAD 83)
 KV5454_MARKER: B = BOLT
 KV5454_SETTING: 0 = UNSPECIFIED SETTING
 KV5454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5454
 KV5454  HISTORY     - Date     Condition        Report By
 KV5454  HISTORY     - 1932     MONUMENTED       USE
 KV5454
 KV5454                          STATION DESCRIPTION
 KV5454
 KV5454'DESCRIBED BY US ENGINEERS 1932
 KV5454'STATION IS 1-1/4 MILES E OF NEW BRUNSWICK, 2-1/2 YARDS S OF A
 KV5454'BULKHEAD ON THE S BANK OF THE RARITAN RIVER, AND APPROXIMATELY
 KV5454'35 YARDS W OF HIGHWAY (ROUTE 25) BRIDGE OVER THE RARITAN
 KV5454'RIVER.  MARKED BY A CONCRETE MONUMENT WITH GALVANIZED-IRON
 KV5454'BOLT MARKING CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5488 ***********************************************************************
 KV5488  DESIGNATION -  RNR 25A USE 1932
 KV5488  PID         -  KV5488
 KV5488  STATE/COUNTY-  NJ/MIDDLESEX
 KV5488  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5488
 KV5488                         *CURRENT SURVEY CONTROL
 KV5488  ___________________________________________________________________
 KV5488* NAD 83(1996)-  40 29 27.83433(N)    074 25 07.82104(W)     ADJUSTED  
 KV5488* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5488  ___________________________________________________________________
 KV5488  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 KV5488  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV5488
 KV5488  HORZ ORDER  -  THIRD
 KV5488
 KV5488.The horizontal coordinates were established by classical geodetic methods
 KV5488.and adjusted by the National Geodetic Survey in September 1999..
 KV5488
 KV5488.The orthometric height was scaled from a topographic map.
 KV5488
 KV5488.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5488
 KV5488.The geoid height was determined by GEOID03.
 KV5488
 KV5488;                    North         East     Units Scale Factor Converg.
 KV5488;SPC NJ       -   184,039.671   156,880.046   MT  0.99990058   +0 03 09.7
 KV5488;SPC NJ       -   603,803.49    514,697.28   sFT  0.99990058   +0 03 09.7
 KV5488;SPC NY L     -    36,107.749   264,490.853   MT  1.00001442   -0 16 26.2
 KV5488;SPC NY L     -   118,463.51    867,750.41   sFT  1.00001442   -0 16 26.2
 KV5488;UTM  18      - 4,482,425.151   549,250.665   MT  0.99962986   +0 22 38.5
 KV5488
 KV5488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5488!SPC NJ       -   1.00000504  x   0.99990058  =   0.99990562
 KV5488!SPC NY L     -   1.00000504  x   1.00001442  =   1.00001946
 KV5488!UTM  18      -   1.00000504  x   0.99962986  =   0.99963490
 KV5488
 KV5488:                Primary Azimuth Mark                     Grid Az
 KV5488:SPC NJ       -  RNR 23A USE 1932                         059 37 45.2
 KV5488:SPC NY L     -  RNR 23A USE 1932                         059 57 21.1
 KV5488:UTM  18      -  RNR 23A USE 1932                         059 18 16.4
 KV5488
 KV5488|---------------------------------------------------------------------|
 KV5488| PID    Reference Object                     Distance      Geod. Az  |
 KV5488|                                                           dddmmss.s |
 KV5488| KV5455 RNR 23A USE 1932                    APPROX. 0.6 KM 0594054.9 |
 KV5488| KV5454 RNR 24A USE 1932                    467.611 METERS 0780751.7 |
 KV5488| KV5489 RNR 26 USE 1932                     177.246 METERS 14420     |
 KV5488| KV5487 TRI                                 382.684 METERS 32500     |
 KV5488|---------------------------------------------------------------------|
 KV5488
 KV5488                          SUPERSEDED SURVEY CONTROL
 KV5488
 KV5488  NAD 83(1996)-  40 29 27.83411(N)    074 25 07.82249(W) AD(       ) 3
 KV5488  NAD 83(1986)-  40 29 27.83603(N)    074 25 07.82328(W) AD(       ) 3
 KV5488  NAD 27      -  40 29 27.46000(N)    074 25 09.27800(W) AD(       ) 3
 KV5488
 KV5488.Superseded values are not recommended for survey control.
 KV5488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5488.See file dsdata.txt to determine how the superseded data were derived.
 KV5488
 KV5488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4925182425(NAD 83)
 KV5488_MARKER: B = BOLT
 KV5488_SETTING: 0 = UNSPECIFIED SETTING
 KV5488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5488
 KV5488  HISTORY     - Date     Condition        Report By
 KV5488  HISTORY     - 1932     MONUMENTED       USE
 KV5488
 KV5488                          STATION DESCRIPTION
 KV5488
 KV5488'DESCRIBED BY US ENGINEERS 1932
 KV5488'STATION IS 1 MILE E OF NEW BRUNSWICK, APPROXIMATELY 600 YARDS SW
 KV5488'ALONG THE N BANK OF RARITAN RIVER FROM HIGHWAY (ROUTE 25)
 KV5488'BRIDGE OVER RARITAN RIVER, AND IS LOCATED BETWEEN TWO SMALL
 KV5488'INLETS ON GROUND RECLAIMED BY A SMALL DIKE.  MARKED BY CONCRETE
 KV5488'MONUMENT WITH GALVANIZED-IRON BOLT MARKING CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5489 ***********************************************************************
 KV5489  DESIGNATION -  RNR 26 USE 1932
 KV5489  PID         -  KV5489
 KV5489  STATE/COUNTY-  NJ/MIDDLESEX
 KV5489  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5489
 KV5489                         *CURRENT SURVEY CONTROL
 KV5489  ___________________________________________________________________
 KV5489* NAD 83(1996)-  40 29 23.16592(N)    074 25 03.43269(W)     ADJUSTED  
 KV5489* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 KV5489  ___________________________________________________________________
 KV5489  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 KV5489  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV5489
 KV5489  HORZ ORDER  -  THIRD
 KV5489
 KV5489.The horizontal coordinates were established by classical geodetic methods
 KV5489.and adjusted by the National Geodetic Survey in September 1999..
 KV5489
 KV5489.The orthometric height was scaled from a topographic map.
 KV5489
 KV5489.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5489
 KV5489.The geoid height was determined by GEOID03.
 KV5489
 KV5489;                    North         East     Units Scale Factor Converg.
 KV5489;SPC NJ       -   183,895.781   156,983.515   MT  0.99990060   +0 03 12.6
 KV5489;SPC NJ       -   603,331.41    515,036.75   sFT  0.99990060   +0 03 12.6
 KV5489;SPC NY L     -    35,963.256   264,593.511   MT  1.00001456   -0 16 23.4
 KV5489;SPC NY L     -   117,989.45    868,087.21   sFT  1.00001456   -0 16 23.4
 KV5489;UTM  18      - 4,482,281.889   549,354.919   MT  0.99962998   +0 22 41.4
 KV5489
 KV5489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5489!SPC NJ       -   1.00000190  x   0.99990060  =   0.99990250
 KV5489!SPC NY L     -   1.00000190  x   1.00001456  =   1.00001646
 KV5489!UTM  18      -   1.00000190  x   0.99962998  =   0.99963188
 KV5489
 KV5489:                Primary Azimuth Mark                     Grid Az
 KV5489:SPC NJ       -  RNR 24A USE 1932                         055 48 43.4
 KV5489:SPC NY L     -  RNR 24A USE 1932                         056 08 19.4
 KV5489:UTM  18      -  RNR 24A USE 1932                         055 29 14.6
 KV5489
 KV5489|---------------------------------------------------------------------|
 KV5489| PID    Reference Object                     Distance      Geod. Az  |
 KV5489|                                                           dddmmss.s |
 KV5489| KV5454 RNR 24A USE 1932                    428.006 METERS 0555156.0 |
 KV5489| KV5484 RNR 28                              APPROX. 0.8 KM 2465832.8 |
 KV5489| KV5488 RNR 25A USE 1932                    177.246 METERS 32420     |
 KV5489| KV5487 TRI                                 APPROX. 0.6 KM 3244708.3 |
 KV5489|---------------------------------------------------------------------|
 KV5489
 KV5489                          SUPERSEDED SURVEY CONTROL
 KV5489
 KV5489  NAD 83(1996)-  40 29 23.16568(N)    074 25 03.43413(W) AD(       ) 3
 KV5489  NAD 83(1986)-  40 29 23.16756(N)    074 25 03.43488(W) AD(       ) 3
 KV5489  NAD 27      -  40 29 22.79100(N)    074 25 04.89000(W) AD(       ) 3
 KV5489
 KV5489.Superseded values are not recommended for survey control.
 KV5489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5489.See file dsdata.txt to determine how the superseded data were derived.
 KV5489
 KV5489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4935582282(NAD 83)
 KV5489_MARKER: Z = SEE DESCRIPTION
 KV5489_SETTING: 0 = UNSPECIFIED SETTING
 KV5489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5489
 KV5489  HISTORY     - Date     Condition        Report By
 KV5489  HISTORY     - 1932     MONUMENTED       USE
 KV5489
 KV5489                          STATION DESCRIPTION
 KV5489
 KV5489'DESCRIBED BY US ENGINEERS 1932
 KV5489'STATION IS 1 MILE E OF NEW BRUNSWICK, APPROXIMATELY 500 YARDS
 KV5489'SW ALONG RARITAN RIVER (S BANK) FROM THE S END OF HIGHWAY
 KV5489'(ROUTE 25) BRIDGE OVER THE RARITAN RIVER, AND IS LOCATED BETWEEN
 KV5489'THE BLUFF AND THE RIVERS EDGE.  MARKED BY A BRONZE PLUG SET
 KV5489'IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5485 ***********************************************************************
 KV5485  DESIGNATION -  RNR 27 USE 1932
 KV5485  PID         -  KV5485
 KV5485  STATE/COUNTY-  NJ/MIDDLESEX
 KV5485  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5485
 KV5485                         *CURRENT SURVEY CONTROL
 KV5485  ___________________________________________________________________
 KV5485* NAD 83(1996)-  40 29 17.97924(N)    074 25 32.21376(W)     ADJUSTED  
 KV5485* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5485  ___________________________________________________________________
 KV5485  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 KV5485  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV5485
 KV5485  HORZ ORDER  -  THIRD
 KV5485
 KV5485.The horizontal coordinates were established by classical geodetic methods
 KV5485.and adjusted by the National Geodetic Survey in September 1999..
 KV5485
 KV5485.The orthometric height was scaled from a topographic map.
 KV5485
 KV5485.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5485
 KV5485.The geoid height was determined by GEOID03.
 KV5485
 KV5485;                    North         East     Units Scale Factor Converg.
 KV5485;SPC NJ       -   183,735.209   156,305.918   MT  0.99990049   +0 02 53.9
 KV5485;SPC NJ       -   602,804.60    512,813.67   sFT  0.99990049   +0 02 53.9
 KV5485;SPC NY L     -    35,806.532   263,914.932   MT  1.00001472   -0 16 42.2
 KV5485;SPC NY L     -   117,475.26    865,860.91   sFT  1.00001472   -0 16 42.2
 KV5485;UTM  18      - 4,482,117.524   548,678.426   MT  0.99962917   +0 22 22.6
 KV5485
 KV5485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5485!SPC NJ       -   1.00000504  x   0.99990049  =   0.99990553
 KV5485!SPC NY L     -   1.00000504  x   1.00001472  =   1.00001976
 KV5485!UTM  18      -   1.00000504  x   0.99962917  =   0.99963421
 KV5485
 KV5485:                Primary Azimuth Mark                     Grid Az
 KV5485:SPC NJ       -  TRI                                      029 50 25.9
 KV5485:SPC NY L     -  TRI                                      030 10 02.0
 KV5485:UTM  18      -  TRI                                      029 30 57.2
 KV5485
 KV5485|---------------------------------------------------------------------|
 KV5485| PID    Reference Object                     Distance      Geod. Az  |
 KV5485|                                                           dddmmss.s |
 KV5485| KV5487 TRI                                 APPROX. 0.7 KM 0295319.8 |
 KV5485| KV5484 RNR 28                              149.792 METERS 19504     |
 KV5485|---------------------------------------------------------------------|
 KV5485
 KV5485                          SUPERSEDED SURVEY CONTROL
 KV5485
 KV5485  NAD 83(1996)-  40 29 17.97899(N)    074 25 32.21535(W) AD(       ) 3
 KV5485  NAD 83(1986)-  40 29 17.98088(N)    074 25 32.21622(W) AD(       ) 3
 KV5485  NAD 27      -  40 29 17.60500(N)    074 25 33.67000(W) AD(       ) 3
 KV5485
 KV5485.Superseded values are not recommended for survey control.
 KV5485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5485.See file dsdata.txt to determine how the superseded data were derived.
 KV5485
 KV5485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4867882118(NAD 83)
 KV5485_MARKER: Z = SEE DESCRIPTION
 KV5485_SETTING: 0 = UNSPECIFIED SETTING
 KV5485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5485
 KV5485  HISTORY     - Date     Condition        Report By
 KV5485  HISTORY     - 1932     MONUMENTED       USE
 KV5485
 KV5485                          STATION DESCRIPTION
 KV5485
 KV5485'DESCRIBED BY US ENGINEERS 1932
 KV5485'STATION IS JUST OUTSIDE HIGHLAND PARK ACROSS RARITAN RIVER FROM
 KV5485'NEW BRUNSWICK.  THE MARK IS ON THE N BANK OF THE RARITAN RIVER
 KV5485'APPROXIMATELY 0.4 MILE DUE E OF THE EASTERNMOST LOCK OF THE
 KV5485'DELAWARE AND RARITAN CANAL.  MARKED BY A BRONZE PLUG SET IN
 KV5485'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5483 ***********************************************************************
 KV5483  DESIGNATION -  RNR 27A USE 1932
 KV5483  PID         -  KV5483
 KV5483  STATE/COUNTY-  NJ/MIDDLESEX
 KV5483  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5483
 KV5483                         *CURRENT SURVEY CONTROL
 KV5483  ___________________________________________________________________
 KV5483* NAD 83(1996)-  40 29 22.78578(N)    074 25 57.72121(W)     ADJUSTED  
 KV5483* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5483  ___________________________________________________________________
 KV5483  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 KV5483  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV5483
 KV5483  HORZ ORDER  -  THIRD
 KV5483
 KV5483.The horizontal coordinates were established by classical geodetic methods
 KV5483.and adjusted by the National Geodetic Survey in September 1999..
 KV5483
 KV5483.The orthometric height was scaled from a topographic map.
 KV5483
 KV5483.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5483
 KV5483.The geoid height was determined by GEOID03.
 KV5483
 KV5483;                    North         East     Units Scale Factor Converg.
 KV5483;SPC NJ       -   183,882.973   155,705.147   MT  0.99990040   +0 02 37.3
 KV5483;SPC NJ       -   603,289.39    510,842.64   sFT  0.99990040   +0 02 37.3
 KV5483;SPC NY L     -    35,957.735   263,314.945   MT  1.00001457   -0 16 58.9
 KV5483;SPC NY L     -   117,971.34    863,892.45   sFT  1.00001457   -0 16 58.9
 KV5483;UTM  18      - 4,482,261.842   548,076.991   MT  0.99962845   +0 22 06.1
 KV5483
 KV5483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5483!SPC NJ       -   1.00000505  x   0.99990040  =   0.99990545
 KV5483!SPC NY L     -   1.00000505  x   1.00001457  =   1.00001962
 KV5483!UTM  18      -   1.00000505  x   0.99962845  =   0.99963349
 KV5483
 KV5483:                Primary Azimuth Mark                     Grid Az
 KV5483:SPC NJ       -  RNR 27 USE 1932                          103 49 04.7
 KV5483:SPC NY L     -  RNR 27 USE 1932                          104 08 40.9
 KV5483:UTM  18      -  RNR 27 USE 1932                          103 29 35.9
 KV5483
 KV5483|---------------------------------------------------------------------|
 KV5483| PID    Reference Object                     Distance      Geod. Az  |
 KV5483|                                                           dddmmss.s |
 KV5483| KV5485 RNR 27 USE 1932                     APPROX. 0.6 KM 1035142.0 |
 KV5483| KV5482 RNR 30A USE 1932                    206.671 METERS 22131     |
 KV5483| KV5427 B USE 1932                          316.025 METERS 29252     |
 KV5483|---------------------------------------------------------------------|
 KV5483
 KV5483                          SUPERSEDED SURVEY CONTROL
 KV5483
 KV5483  NAD 83(1996)-  40 29 22.78557(N)    074 25 57.72286(W) AD(       ) 3
 KV5483  NAD 83(1986)-  40 29 22.78750(N)    074 25 57.72398(W) AD(       ) 3
 KV5483  NAD 27      -  40 29 22.41200(N)    074 25 59.17700(W) AD(       ) 3
 KV5483
 KV5483.Superseded values are not recommended for survey control.
 KV5483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5483.See file dsdata.txt to determine how the superseded data were derived.
 KV5483
 KV5483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4807782262(NAD 83)
 KV5483_MARKER: B = BOLT
 KV5483_SETTING: 0 = UNSPECIFIED SETTING
 KV5483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5483
 KV5483  HISTORY     - Date     Condition        Report By
 KV5483  HISTORY     - 1932     MONUMENTED       USE
 KV5483
 KV5483                          STATION DESCRIPTION
 KV5483
 KV5483'DESCRIBED BY US ENGINEERS 1932
 KV5483'STATION IS ON THE NE BANK OF THE RARITAN RIVER JUST ACROSS THE
 KV5483'RIVER FROM NEW BRUNSWICK.  THE MARK IS DIRECTLY OPPOSITE THE
 KV5483'EASTERNMOST LOCK OF THE DELAWARE AND RARITAN CANAL, AND IS
 KV5483'ABOUT 40 YARDS E OF THE N.B.B.C. WHARF.  MARK IS A CONCRETE
 KV5483'MONUMENT WITH GALVANIZED-IRON BOLT MARKING CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5484 ***********************************************************************
 KV5484  DESIGNATION -  RNR 28
 KV5484  PID         -  KV5484
 KV5484  STATE/COUNTY-  NJ/MIDDLESEX
 KV5484  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5484
 KV5484                         *CURRENT SURVEY CONTROL
 KV5484  ___________________________________________________________________
 KV5484* NAD 83(1996)-  40 29 13.28983(N)    074 25 33.86637(W)     ADJUSTED  
 KV5484* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 KV5484  ___________________________________________________________________
 KV5484  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 KV5484  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV5484
 KV5484  HORZ ORDER  -  THIRD
 KV5484
 KV5484.The horizontal coordinates were established by classical geodetic methods
 KV5484.and adjusted by the National Geodetic Survey in September 1999..
 KV5484
 KV5484.The orthometric height was scaled from a topographic map.
 KV5484
 KV5484.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5484
 KV5484.The geoid height was determined by GEOID03.
 KV5484
 KV5484;                    North         East     Units Scale Factor Converg.
 KV5484;SPC NJ       -   183,590.543   156,267.123   MT  0.99990048   +0 02 52.8
 KV5484;SPC NJ       -   602,329.97    512,686.39   sFT  0.99990048   +0 02 52.8
 KV5484;SPC NY L     -    35,662.073   263,875.309   MT  1.00001486   -0 16 43.3
 KV5484;SPC NY L     -   117,001.32    865,730.91   sFT  1.00001486   -0 16 43.3
 KV5484;UTM  18      - 4,481,972.680   548,640.462   MT  0.99962912   +0 22 21.5
 KV5484
 KV5484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5484!SPC NJ       -   1.00000395  x   0.99990048  =   0.99990442
 KV5484!SPC NY L     -   1.00000395  x   1.00001486  =   1.00001881
 KV5484!UTM  18      -   1.00000395  x   0.99962912  =   0.99963306
 KV5484
 KV5484|---------------------------------------------------------------------|
 KV5484| PID    Reference Object                     Distance      Geod. Az  |
 KV5484|                                                           dddmmss.s |
 KV5484| KV5486 RARITAN RIVER BEACON 13             367.513 METERS 08753     |
 KV5484| CB5534 RNR 28 RM 2                           7.300 METERS 17704     |
 KV5484| CB5533 RNR 28 RM 1                          12.400 METERS 27953     |
 KV5484| KV5422 NEW BRUNSWICK RED WOODEN TANK       APPROX. 2.5 KM 2901759.3 |
 KV5484| KV5429 NEW BRUNSWICK SEC HUNG CH BALL      APPROX. 2.3 KM 2943351.0 |
 KV5484| KV5423 NEW BRUNSWICK ME CH CUPOLA          APPROX. 1.6 KM 2962042.5 |
 KV5484|---------------------------------------------------------------------|
 KV5484
 KV5484                          SUPERSEDED SURVEY CONTROL
 KV5484
 KV5484  NAD 83(1996)-  40 29 13.28957(N)    074 25 33.86797(W) AD(       ) 3
 KV5484  NAD 83(1986)-  40 29 13.29142(N)    074 25 33.86885(W) AD(       ) 3
 KV5484  NAD 27      -  40 29 12.91500(N)    074 25 35.32300(W) AD(       ) 3
 KV5484
 KV5484.Superseded values are not recommended for survey control.
 KV5484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5484.See file dsdata.txt to determine how the superseded data were derived.
 KV5484
 KV5484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4864081973(NAD 83)
 KV5484_MARKER: B = BOLT
 KV5484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5484_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5484
 KV5484  HISTORY     - Date     Condition        Report By
 KV5484  HISTORY     - 1932     MONUMENTED       USE
 KV5484  HISTORY     - 1932     GOOD             USE
 KV5484  HISTORY     - 1933     GOOD             CGS
 KV5484
 KV5484                          STATION DESCRIPTION
 KV5484
 KV5484'DESCRIBED BY US ENGINEERS 1932 (RWW)
 KV5484'THIS STATION IS ON THE S SIDE OF THE RARITAN RIVER APPROXIMATELY
 KV5484'1 MILE UPSTREAM FROM THE SUPER HIGHWAY (ROUTE 25) BRIDGE.  IT IS
 KV5484'LOCATED 25 FEET N OF THE BASE OF A RED SHALE CLIFF, 19 FEET
 KV5484'INSHORE OF A WOODEN BULKHEAD, AND 37 FEET EASTWARD OF A LARGE
 KV5484'ROCK.  A FOOT PATH LIES BETWEEN THE STATION AND THE CLIFF.
 KV5484'
 KV5484'STATION IS MARKED BY A CROSS CUT ATOP AN IRON BOLT SET FLUSH
 KV5484'IN THE FLAT-TOP OF A CYLINDRICAL CONCRETE MONUMENT (30-GALLON
 KV5484'DRUM FORM) FLUSH WITH THE GROUND.  TWO REFERENCE MARKS WERE
 KV5484'PLACED--REFERENCE MARK NO.1, A STANDARD C. AND G.S. BRONZE
 KV5484'REFERENCE DISK CEMENTED IN A DRILL HOLE ATOP THE LARGE ROCK TO
 KV5484'THE WESTWARD.  REFERENCE MARK NO.2 TOWARDS THE CLIFF.  THE
 KV5484'LATTER CONSISTS OF A 3-FOOT TRUNCATED-CONICAL CONCRETE MONUMENT
 KV5484'OF 12-INCH TOP DIAMETER IN THE FLAT TOP OF WHICH IS A NUMBER
 KV5484'AND A REFERENCE CROSS FILLED WITH NEAT BLACK CEMENT.  THE
 KV5484'LONGER BAR OF THE CROSS POINTS TOWARD THE STATION MARK.
 KV5484'(SHOULD A CROSS-INTERSECTION BE SO DEFACED AS TO BE
 KV5484'RENDERED INDEFINITE THE EXACT REFERENCE MARK CENTER MAY BE
 KV5484'RECOVERED BY COLD-CHISELLING ABOUT 1 INCH BELOW THE MONUMENT
 KV5484'SURFACE TO A 1/4-INCH ROUND BRASS ROD WHICH EXTENDS VERTICALLY
 KV5484'DOWNWARD 8 INCHES INTO THE MONUMENT.)
 KV5484
 KV5484                          STATION RECOVERY (1932)
 KV5484
 KV5484'RECOVERY NOTE BY US ENGINEERS 1932
 KV5484'STATION IS JUST E OF NEW BRUNSWICK APPROXIMATELY 0.4 MILE E ALONG
 KV5484'THE S BANK OF RARITAN RIVER FROM THE EASTERNMOST LOCK OF THE
 KV5484'DELAWARE AND RARITAN CANAL, AND IS LOCATED BETWEEN THE BLUFF AND
 KV5484'A BULKHEAD ON THE S BANK OF THE RIVER.
 KV5484
 KV5484                          STATION RECOVERY (1933)
 KV5484
 KV5484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV5484'RECOVERED IN FAIR CONDITION.  REFERENCE MARK NO.1 DISK HAS
 KV5484'BEEN REMOVED.  THE DESCRIPTION SHOULD READ--
 KV5484'
 KV5484'STATION IS MARKED BY THE DRILL HOLE CENTERED IN THE TRIANGLE
 KV5484'OF A STANDARD BRONZE H.L.B. DISK SET FLUSH IN THE TOP OF A
 KV5484'CONCRETE FILLED 20 GALLON STEEL DRUM PROJECTING 6 INCHES ABOVE
 KV5484'GROUND AND HAVING A COLLAR OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5481 ***********************************************************************
 KV5481  DESIGNATION -  RNR 29 USE 1932
 KV5481  PID         -  KV5481
 KV5481  STATE/COUNTY-  NJ/MIDDLESEX
 KV5481  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5481
 KV5481                         *CURRENT SURVEY CONTROL
 KV5481  ___________________________________________________________________
 KV5481* NAD 83(1996)-  40 29 34.35323(N)    074 26 07.74588(W)     ADJUSTED  
 KV5481* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5481  ___________________________________________________________________
 KV5481  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 KV5481  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV5481
 KV5481  HORZ ORDER  -  THIRD
 KV5481
 KV5481.The horizontal coordinates were established by classical geodetic methods
 KV5481.and adjusted by the National Geodetic Survey in September 1999..
 KV5481
 KV5481.The orthometric height was scaled from a topographic map.
 KV5481
 KV5481.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5481
 KV5481.The geoid height was determined by GEOID03.
 KV5481
 KV5481;                    North         East     Units Scale Factor Converg.
 KV5481;SPC NJ       -   184,239.565   155,468.827   MT  0.99990037   +0 02 30.8
 KV5481;SPC NJ       -   604,459.31    510,067.31   sFT  0.99990037   +0 02 30.8
 KV5481;SPC NY L     -    36,315.711   263,080.636   MT  1.00001423   -0 17 05.4
 KV5481;SPC NY L     -   119,145.80    863,123.72   sFT  1.00001423   -0 17 05.4
 KV5481;UTM  18      - 4,482,616.993   547,838.718   MT  0.99962817   +0 21 59.7
 KV5481
 KV5481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5481!SPC NJ       -   1.00000473  x   0.99990037  =   0.99990510
 KV5481!SPC NY L     -   1.00000473  x   1.00001423  =   1.00001896
 KV5481!UTM  18      -   1.00000473  x   0.99962817  =   0.99963290
 KV5481
 KV5481|---------------------------------------------------------------------|
 KV5481| PID    Reference Object                     Distance      Geod. Az  |
 KV5481|                                                           dddmmss.s |
 KV5481| KV5426 A USE 1932                          191.263 METERS 15635     |
 KV5481| KV5427 B USE 1932                          240.395 METERS 19315     |
 KV5481| KV5479 RNR 32A USE 1932                    209.140 METERS 24331     |
 KV5481| KV5478 RNR 34A USE 1932                    APPROX. 0.6 KM 3310237.0 |
 KV5481| KV5480 RNR 31 A                            APPROX. 0.5 KM 3485935.0 |
 KV5481|---------------------------------------------------------------------|
 KV5481
 KV5481                          SUPERSEDED SURVEY CONTROL
 KV5481
 KV5481  NAD 83(1996)-  40 29 34.35307(N)    074 26 07.74752(W) AD(       ) 3
 KV5481  NAD 83(1986)-  40 29 34.35505(N)    074 26 07.74874(W) AD(       ) 3
 KV5481  NAD 27      -  40 29 33.98000(N)    074 26 09.20100(W) AD(       ) 3
 KV5481
 KV5481.Superseded values are not recommended for survey control.
 KV5481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5481.See file dsdata.txt to determine how the superseded data were derived.
 KV5481
 KV5481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4783982617(NAD 83)
 KV5481_MARKER: Z = SEE DESCRIPTION
 KV5481_SETTING: 0 = UNSPECIFIED SETTING
 KV5481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5481
 KV5481  HISTORY     - Date     Condition        Report By
 KV5481  HISTORY     - 1932     MONUMENTED       USE
 KV5481
 KV5481                          STATION DESCRIPTION
 KV5481
 KV5481'DESCRIBED BY US ENGINEERS 1932
 KV5481'STATION IS ON THE BLUFF ACROSS THE RARITAN RIVER FROM THE CITY
 KV5481'OF NEW BRUNSWICK.  (IT IS ON THE NE BANK OF THE RIVER.)
 KV5481'
 KV5481'STATION MARK IS A 5/8-INCH BRONZE PIN SET IN RED SANDSTONE.  THE
 KV5481'MARK IS APPROXIMATELY 560 YARDS SE ALONG THE RIVER BANK
 KV5481'FROM THE EASTERN END OF THE ALBANY STREET BRIDGE OVER THE
 KV5481'RARITAN RIVER BETWEEN NEW BRUNSWICK AND HIGHLAND PARK.  IT IS
 KV5481'4.0 FEET N OF A DEAD TREE AND IS COVERED AT HIGH WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5482 ***********************************************************************
 KV5482  DESIGNATION -  RNR 30A USE 1932
 KV5482  PID         -  KV5482
 KV5482  STATE/COUNTY-  NJ/MIDDLESEX
 KV5482  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5482
 KV5482                         *CURRENT SURVEY CONTROL
 KV5482  ___________________________________________________________________
 KV5482* NAD 83(1996)-  40 29 17.76875(N)    074 26 03.53779(W)     ADJUSTED  
 KV5482* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5482  ___________________________________________________________________
 KV5482  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 KV5482  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV5482
 KV5482  HORZ ORDER  -  THIRD
 KV5482
 KV5482.The horizontal coordinates were established by classical geodetic methods
 KV5482.and adjusted by the National Geodetic Survey in September 1999..
 KV5482
 KV5482.The orthometric height was scaled from a topographic map.
 KV5482
 KV5482.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5482
 KV5482.The geoid height was determined by GEOID03.
 KV5482
 KV5482;                    North         East     Units Scale Factor Converg.
 KV5482;SPC NJ       -   183,728.132   155,568.294   MT  0.99990038   +0 02 33.5
 KV5482;SPC NJ       -   602,781.38    510,393.64   sFT  0.99990038   +0 02 33.5
 KV5482;SPC NY L     -    35,803.660   263,177.196   MT  1.00001473   -0 17 02.7
 KV5482;SPC NY L     -   117,465.84    863,440.52   sFT  1.00001473   -0 17 02.7
 KV5482;UTM  18      - 4,482,106.270   547,941.055   MT  0.99962829   +0 22 02.3
 KV5482
 KV5482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5482!SPC NJ       -   1.00000489  x   0.99990038  =   0.99990527
 KV5482!SPC NY L     -   1.00000489  x   1.00001473  =   1.00001962
 KV5482!UTM  18      -   1.00000489  x   0.99962829  =   0.99963318
 KV5482
 KV5482|---------------------------------------------------------------------|
 KV5482| PID    Reference Object                     Distance      Geod. Az  |
 KV5482|                                                           dddmmss.s |
 KV5482| KV5483 RNR 27A USE 1932                    206.671 METERS 04131     |
 KV5482| KV5485 RNR 27 USE 1932                     APPROX. 0.7 KM 0892934.5 |
 KV5482| KV5427 B USE 1932                          317.524 METERS 33057     |
 KV5482| KV5426 A USE 1932                          336.846 METERS 35604     |
 KV5482|---------------------------------------------------------------------|
 KV5482
 KV5482                          SUPERSEDED SURVEY CONTROL
 KV5482
 KV5482  NAD 83(1996)-  40 29 17.76854(N)    074 26 03.53947(W) AD(       ) 3
 KV5482  NAD 83(1986)-  40 29 17.77042(N)    074 26 03.54063(W) AD(       ) 3
 KV5482  NAD 27      -  40 29 17.39500(N)    074 26 04.99400(W) AD(       ) 3
 KV5482
 KV5482.Superseded values are not recommended for survey control.
 KV5482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5482.See file dsdata.txt to determine how the superseded data were derived.
 KV5482
 KV5482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4794182106(NAD 83)
 KV5482_MARKER: B = BOLT
 KV5482_SETTING: 0 = UNSPECIFIED SETTING
 KV5482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5482
 KV5482  HISTORY     - Date     Condition        Report By
 KV5482  HISTORY     - 1932     MONUMENTED       USE
 KV5482
 KV5482                          STATION DESCRIPTION
 KV5482
 KV5482'DESCRIBED BY US ENGINEERS 1932
 KV5482'STATION IS LOCATED IN NEW BRUNSWICK ON THE SW BANK OF THE
 KV5482'RARITAN RIVER, AT THE EASTERNMOST LOCK OF THE DELAWARE AND
 KV5482'RARITAN CANAL.  MARK IS A CONCRETE MONUMENT WITH GALVANIZED-IRON
 KV5482'BOLT MARKING CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5480 ***********************************************************************
 KV5480  DESIGNATION -  RNR 31 A
 KV5480  PID         -  KV5480
 KV5480  STATE/COUNTY-  NJ/MIDDLESEX
 KV5480  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5480
 KV5480                         *CURRENT SURVEY CONTROL
 KV5480  ___________________________________________________________________
 KV5480* NAD 83(1996)-  40 29 51.37682(N)    074 26 12.08333(W)     ADJUSTED  
 KV5480* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 KV5480  ___________________________________________________________________
 KV5480  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 KV5480  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV5480
 KV5480  HORZ ORDER  -  THIRD
 KV5480
 KV5480.The horizontal coordinates were established by classical geodetic methods
 KV5480.and adjusted by the National Geodetic Survey in September 1999..
 KV5480
 KV5480.The orthometric height was scaled from a topographic map.
 KV5480
 KV5480.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5480
 KV5480.The geoid height was determined by GEOID03.
 KV5480
 KV5480;                    North         East     Units Scale Factor Converg.
 KV5480;SPC NJ       -   184,764.542   155,366.317   MT  0.99990035   +0 02 28.0
 KV5480;SPC NJ       -   606,181.67    509,730.99   sFT  0.99990035   +0 02 28.0
 KV5480;SPC NY L     -    36,841.323   262,981.110   MT  1.00001372   -0 17 08.3
 KV5480;SPC NY L     -   120,870.24    862,797.19   sFT  1.00001372   -0 17 08.3
 KV5480;UTM  18      - 4,483,141.237   547,733.264   MT  0.99962805   +0 21 57.0
 KV5480
 KV5480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5480!SPC NJ       -   1.00000411  x   0.99990035  =   0.99990446
 KV5480!SPC NY L     -   1.00000411  x   1.00001372  =   1.00001783
 KV5480!UTM  18      -   1.00000411  x   0.99962805  =   0.99963216
 KV5480
 KV5480|---------------------------------------------------------------------|
 KV5480| PID    Reference Object                     Distance      Geod. Az  |
 KV5480|                                                           dddmmss.s |
 KV5480| CB5535 RNR 31 A RM 1                         8.587 METERS 08250     |
 KV5480| KV5428 NEW BRUNSWICK RED SPIRE             APPROX. 1.0 KM 1945928.8 |
 KV5480| KV5441 NEW BRUNSWICK RICKETTS TANK         APPROX. 2.1 KM 1974731.5 |
 KV5480| KV5421 NEW BRUNSWICK SACRED HEART CH       APPROX. 1.3 KM 2033019.5 |
 KV5480| KV5450 NEW BRUNSWICK APLO CLOTHING TK      APPROX. 2.1 KM 2131707.1 |
 KV5480| KV5419 NEW BRUNSWICK ST MARY CH E CUP      APPROX. 1.9 KM 2142643.9 |
 KV5480| KV5447 NEW BRUNSWICK ST MARY CH W CUP      APPROX. 1.9 KM 2142846.8 |
 KV5480| KV5477 WILSON                              APPROX. 0.8 KM 2302109.6 |
 KV5480| KV5423 NEW BRUNSWICK ME CH CUPOLA          APPROX. 0.7 KM 2315031.1 |
 KV5480| KV5433 NEW BRUNSWICK BLACK SPIRE           APPROX. 0.6 KM 2493037.2 |
 KV5480| KV5432 NEW BRUNSWICK SAC HEART SCHOOL      APPROX. 1.2 KM 2622014.4 |
 KV5480| CB5536 RNR 31 A RM 2                        15.623 METERS 33100     |
 KV5480|---------------------------------------------------------------------|
 KV5480
 KV5480                          SUPERSEDED SURVEY CONTROL
 KV5480
 KV5480  NAD 83(1996)-  40 29 51.37671(N)    074 26 12.08494(W) AD(       ) 3
 KV5480  NAD 83(1986)-  40 29 51.37874(N)    074 26 12.08623(W) AD(       ) 3
 KV5480  NAD 27      -  40 29 51.00400(N)    074 26 13.53800(W) AD(       ) 3
 KV5480
 KV5480.Superseded values are not recommended for survey control.
 KV5480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5480.See file dsdata.txt to determine how the superseded data were derived.
 KV5480
 KV5480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4773383141(NAD 83)
 KV5480_MARKER: X = CHISELED CROSS
 KV5480_SETTING: 0 = UNSPECIFIED SETTING
 KV5480
 KV5480  HISTORY     - Date     Condition        Report By
 KV5480  HISTORY     - 1932     MONUMENTED       USE
 KV5480  HISTORY     - 1932     GOOD             USE
 KV5480  HISTORY     - 1933     GOOD             CGS
 KV5480
 KV5480                          STATION DESCRIPTION
 KV5480
 KV5480'DESCRIBED BY US ENGINEERS 1932 (RWW)
 KV5480'STATION IS ON THE RARITAN RIVER, IN NEW BRUNSWICK, ATOP AND ON
 KV5480'THE E END OF THE ALBANY STREET BRIDGE ON ITS S SIDEWALK
 KV5480'APPROXIMATELY 3.2 METERS W OF THE END OF THE RAILING.
 KV5480'
 KV5480'STATION IS MARKED BY A CROSS CUT IN THE CONCRETE SIDEWALK.
 KV5480'
 KV5480'TWO STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE CEMENTED
 KV5480'IN DRILL HOLES AND SET FLUSH IN CONCRETE, AS FOLLOWS--
 KV5480'
 KV5480'REFERENCE MARK NO.1 IN THE SIDEWALK NEAR THE E END OF THE RAILING.
 KV5480'
 KV5480'REFERENCE MARK NO.2 ATOP THE RAISED CURB ON THE N SIDE OF THE
 KV5480'BRIDGE OPPOSITE THE STATION.
 KV5480
 KV5480                          STATION RECOVERY (1932)
 KV5480
 KV5480'RECOVERY NOTE BY US ENGINEERS 1932
 KV5480'STATION IS LOCATED IN THE SIDEWALK ON THE S SIDE OF THE
 KV5480'ROADWAY AT THE EASTERN END OF THE ALBANY STREET BRIDGE OVER
 KV5480'THE RARITAN RIVER BETWEEN NEW BRUNSWICK AND HIGHLAND PARK.
 KV5480
 KV5480                          STATION RECOVERY (1933)
 KV5480
 KV5480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV5480'STATION RECOVERED IN GOOD CONDITION.
 KV5480'WITH THE FOLLOWING EXCEPTION AND ADDITIONS--
 KV5480'
 KV5480'MEASUREMENT 3.2 METERS W OF THE END OF THE RAILING SHOULD BE
 KV5480'CHANGED TO 8.9 METERS.  ADDITIONAL REFERENCE MEASUREMENTS WERE
 KV5480'TAKEN AS FOLLOWS--
 KV5480'
 KV5480'TO NEAREST FACE OF RAISED CURB 2.86 METERS.
 KV5480'
 KV5480'TO EDGE OF SIDEWALK TO S 0.77 METERS.
 KV5480'
 KV5480'TO SE CORNER OF RAISED CURB 3.78 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5479 ***********************************************************************
 KV5479  DESIGNATION -  RNR 32A USE 1932
 KV5479  PID         -  KV5479
 KV5479  STATE/COUNTY-  NJ/MIDDLESEX
 KV5479  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5479
 KV5479                         *CURRENT SURVEY CONTROL
 KV5479  ___________________________________________________________________
 KV5479* NAD 83(1996)-  40 29 31.32994(N)    074 26 15.69508(W)     ADJUSTED  
 KV5479* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KV5479  ___________________________________________________________________
 KV5479  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 KV5479  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV5479
 KV5479  HORZ ORDER  -  THIRD
 KV5479
 KV5479.The horizontal coordinates were established by classical geodetic methods
 KV5479.and adjusted by the National Geodetic Survey in September 1999..
 KV5479
 KV5479.The orthometric height was scaled from a topographic map.
 KV5479
 KV5479.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5479
 KV5479.The geoid height was determined by GEOID03.
 KV5479
 KV5479;                    North         East     Units Scale Factor Converg.
 KV5479;SPC NJ       -   184,146.185   155,281.715   MT  0.99990034   +0 02 25.7
 KV5479;SPC NJ       -   604,152.94    509,453.43   sFT  0.99990034   +0 02 25.7
 KV5479;SPC NY L     -    36,223.388   262,892.973   MT  1.00001432   -0 17 10.6
 KV5479;SPC NY L     -   118,842.90    862,508.03   sFT  1.00001432   -0 17 10.6
 KV5479;UTM  18      - 4,482,522.580   547,652.189   MT  0.99962795   +0 21 54.5
 KV5479
 KV5479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5479!SPC NJ       -   1.00000458  x   0.99990034  =   0.99990492
 KV5479!SPC NY L     -   1.00000458  x   1.00001432  =   1.00001890
 KV5479!UTM  18      -   1.00000458  x   0.99962795  =   0.99963253
 KV5479
 KV5479|---------------------------------------------------------------------|
 KV5479| PID    Reference Object                     Distance      Geod. Az  |
 KV5479|                                                           dddmmss.s |
 KV5479| KV5481 RNR 29 USE 1932                     209.140 METERS 06331     |
 KV5479| KV5426 A USE 1932                          275.780 METERS 10721     |
 KV5479| KV5427 B USE 1932                          193.021 METERS 13649     |
 KV5479| KV5478 RNR 34A USE 1932                    APPROX. 0.6 KM 3514027.3 |
 KV5479|---------------------------------------------------------------------|
 KV5479
 KV5479                          SUPERSEDED SURVEY CONTROL
 KV5479
 KV5479  NAD 83(1996)-  40 29 31.32979(N)    074 26 15.69676(W) AD(       ) 3
 KV5479  NAD 83(1986)-  40 29 31.33174(N)    074 26 15.69801(W) AD(       ) 3
 KV5479  NAD 27      -  40 29 30.95700(N)    074 26 17.15100(W) AD(       ) 3
 KV5479
 KV5479.Superseded values are not recommended for survey control.
 KV5479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5479.See file dsdata.txt to determine how the superseded data were derived.
 KV5479
 KV5479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4765282523(NAD 83)
 KV5479_MARKER: B = BOLT
 KV5479_SETTING: 0 = UNSPECIFIED SETTING
 KV5479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5479
 KV5479  HISTORY     - Date     Condition        Report By
 KV5479  HISTORY     - 1932     MONUMENTED       USE
 KV5479
 KV5479                          STATION DESCRIPTION
 KV5479
 KV5479'DESCRIBED BY US ENGINEERS 1932
 KV5479'STATION IS LOCATED IN NEW BRUNSWICK, ON THE W SIDE OF THE
 KV5479'RARITAN RIVER.
 KV5479'
 KV5479'THE MARK IS 28.5 FEET W OF THE W BANK OF THE DELAWARE AND RARITAN
 KV5479'CANAL IN THE CITY PLAYGROUND JUST S OF THE WADING POOL.  THE MARK
 KV5479'IS A CONCRETE MONUMENT WITH GALVANIZED-IRON BOLT MARKING CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5478 ***********************************************************************
 KV5478  DESIGNATION -  RNR 34A USE 1932
 KV5478  PID         -  KV5478
 KV5478  STATE/COUNTY-  NJ/MIDDLESEX
 KV5478  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5478
 KV5478                         *CURRENT SURVEY CONTROL
 KV5478  ___________________________________________________________________
 KV5478* NAD 83(1996)-  40 29 50.35134(N)    074 26 19.34147(W)     ADJUSTED  
 KV5478* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 KV5478  ___________________________________________________________________
 KV5478  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 KV5478  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV5478
 KV5478  HORZ ORDER  -  THIRD
 KV5478
 KV5478.The horizontal coordinates were established by classical geodetic methods
 KV5478.and adjusted by the National Geodetic Survey in September 1999..
 KV5478
 KV5478.The orthometric height was scaled from a topographic map.
 KV5478
 KV5478.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5478
 KV5478.The geoid height was determined by GEOID03.
 KV5478
 KV5478;                    North         East     Units Scale Factor Converg.
 KV5478;SPC NJ       -   184,732.793   155,195.446   MT  0.99990033   +0 02 23.3
 KV5478;SPC NJ       -   606,077.51    509,170.39   sFT  0.99990033   +0 02 23.3
 KV5478;SPC NY L     -    36,810.545   262,810.041   MT  1.00001375   -0 17 13.0
 KV5478;SPC NY L     -   120,769.26    862,235.94   sFT  1.00001375   -0 17 13.0
 KV5478;UTM  18      - 4,483,108.529   547,562.622   MT  0.99962785   +0 21 52.3
 KV5478
 KV5478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5478!SPC NJ       -   1.00000411  x   0.99990033  =   0.99990444
 KV5478!SPC NY L     -   1.00000411  x   1.00001375  =   1.00001786
 KV5478!UTM  18      -   1.00000411  x   0.99962785  =   0.99963196
 KV5478
 KV5478|---------------------------------------------------------------------|
 KV5478| PID    Reference Object                     Distance      Geod. Az  |
 KV5478|                                                           dddmmss.s |
 KV5478| KV5480 RNR 31 A                            173.813 METERS 07931     |
 KV5478| KV5481 RNR 29 USE 1932                     APPROX. 0.6 KM 1510229.5 |
 KV5478| KV5479 RNR 32A USE 1932                    APPROX. 0.6 KM 1714024.9 |
 KV5478|---------------------------------------------------------------------|
 KV5478
 KV5478                          SUPERSEDED SURVEY CONTROL
 KV5478
 KV5478  NAD 83(1996)-  40 29 50.35124(N)    074 26 19.34310(W) AD(       ) 3
 KV5478  NAD 83(1986)-  40 29 50.35326(N)    074 26 19.34441(W) AD(       ) 3
 KV5478  NAD 27      -  40 29 49.98000(N)    074 26 20.79600(W) AD(       ) 3
 KV5478
 KV5478.Superseded values are not recommended for survey control.
 KV5478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5478.See file dsdata.txt to determine how the superseded data were derived.
 KV5478
 KV5478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4756383109(NAD 83)
 KV5478_MARKER: X = CHISELED CROSS
 KV5478_SETTING: 0 = UNSPECIFIED SETTING
 KV5478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5478
 KV5478  HISTORY     - Date     Condition        Report By
 KV5478  HISTORY     - 1932     MONUMENTED       USE
 KV5478
 KV5478                          STATION DESCRIPTION
 KV5478
 KV5478'DESCRIBED BY US ENGINEERS 1932
 KV5478'STATION IS MARKED BY A CROSS CUT IN THE SIDEWALK ON THE S SIDE
 KV5478'OF THE ROADWAY AT THE WESTERN END OF THE ALBANY STREET BRIDGE
 KV5478'OVER THE RARITAN RIVER BETWEEN NEW BRUNSWICK AND HIGHLAND PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4867 ***********************************************************************
 KV4867  DESIGNATION -  RNR 3A USE 1932
 KV4867  PID         -  KV4867
 KV4867  STATE/COUNTY-  NJ/MIDDLESEX
 KV4867  USGS QUAD   -  PERTH AMBOY (1981)
 KV4867
 KV4867                         *CURRENT SURVEY CONTROL
 KV4867  ___________________________________________________________________
 KV4867* NAD 83(1996)-  40 30 29.57489(N)    074 17 28.07087(W)     ADJUSTED  
 KV4867* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV4867  ___________________________________________________________________
 KV4867  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 KV4867  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KV4867
 KV4867  HORZ ORDER  -  THIRD
 KV4867
 KV4867.The horizontal coordinates were established by classical geodetic methods
 KV4867.and adjusted by the National Geodetic Survey in September 1999..
 KV4867
 KV4867.The orthometric height was scaled from a topographic map.
 KV4867
 KV4867.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4867
 KV4867.The geoid height was determined by GEOID03.
 KV4867
 KV4867;                    North         East     Units Scale Factor Converg.
 KV4867;SPC NJ       -   185,961.700   167,701.451   MT  0.99990386   +0 08 08.4
 KV4867;SPC NJ       -   610,109.34    550,200.51   sFT  0.99990386   +0 08 08.4
 KV4867;SPC NY L     -    37,968.314   275,324.239   MT  1.00001260   -0 11 25.5
 KV4867;SPC NY L     -   124,567.71    903,292.94   sFT  1.00001260   -0 11 25.5
 KV4867;UTM  18      - 4,484,407.955   560,058.136   MT  0.99964440   +0 27 37.7
 KV4867
 KV4867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4867!SPC NJ       -   1.00000515  x   0.99990386  =   0.99990901
 KV4867!SPC NY L     -   1.00000515  x   1.00001260  =   1.00001775
 KV4867!UTM  18      -   1.00000515  x   0.99964440  =   0.99964955
 KV4867
 KV4867:                Primary Azimuth Mark                     Grid Az
 KV4867:SPC NJ       -  RNR 1                                    127 09 48.3
 KV4867:SPC NY L     -  RNR 1                                    127 29 22.2
 KV4867:UTM  18      -  RNR 1                                    126 50 19.0
 KV4867
 KV4867|---------------------------------------------------------------------|
 KV4867| PID    Reference Object                     Distance      Geod. Az  |
 KV4867|                                                           dddmmss.s |
 KV4867| KV4875 RNR 1                               APPROX. 1.4 KM 1271756.7 |
 KV4867|---------------------------------------------------------------------|
 KV4867
 KV4867                          SUPERSEDED SURVEY CONTROL
 KV4867
 KV4867  NAD 83(1996)-  40 30 29.57480(N)    074 17 28.07121(W) AD(       ) 3
 KV4867  NAD 83(1986)-  40 30 29.57662(N)    074 17 28.06806(W) AD(       ) 3
 KV4867  NAD 27      -  40 30 29.19500(N)    074 17 29.54200(W) AD(       ) 3
 KV4867
 KV4867.Superseded values are not recommended for survey control.
 KV4867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4867.See file dsdata.txt to determine how the superseded data were derived.
 KV4867
 KV4867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6005884408(NAD 83)
 KV4867
 KV4867  HISTORY     - Date     Condition        Report By
 KV4867  HISTORY     - 1932     MONUMENTED       USE
 KV4867
 KV4867                          STATION DESCRIPTION
 KV4867
 KV4867'DESCRIBED BY US ENGINEERS 1932
 KV4867'STATION IS ON THE VICTORY BRIDGE, HIGHWAY BRIDGE BETWEEN S AMBOY
 KV4867'AND PERTH AMBOY, OVER THE RARITAN RIVER.
 KV4867'
 KV4867'THE STATION MARK IS ON THE WESTERN SIDE OF THE ROADWAY AND
 KV4867'37.3 FEET S OF THE SOUTHERN EDGE OF THE TURN SPAN OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4874 ***********************************************************************
 KV4874  DESIGNATION -  RNR 4 A
 KV4874  PID         -  KV4874
 KV4874  STATE/COUNTY-  NJ/MIDDLESEX
 KV4874  USGS QUAD   -  PERTH AMBOY (1981)
 KV4874
 KV4874                         *CURRENT SURVEY CONTROL
 KV4874  ___________________________________________________________________
 KV4874* NAD 83(1996)-  40 30 04.09856(N)    074 17 49.88182(W)     ADJUSTED  
 KV4874* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4874  ___________________________________________________________________
 KV4874  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 KV4874  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KV4874
 KV4874  HORZ ORDER  -  SECOND
 KV4874
 KV4874.The horizontal coordinates were established by classical geodetic methods
 KV4874.and adjusted by the National Geodetic Survey in September 1999..
 KV4874
 KV4874.The orthometric height was scaled from a topographic map.
 KV4874
 KV4874.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4874
 KV4874.The geoid height was determined by GEOID03.
 KV4874
 KV4874;                    North         East     Units Scale Factor Converg.
 KV4874;SPC NJ       -   185,174.746   167,189.797   MT  0.99990364   +0 07 54.2
 KV4874;SPC NJ       -   607,527.48    548,521.86   sFT  0.99990364   +0 07 54.2
 KV4874;SPC NY L     -    37,184.199   274,808.058   MT  1.00001334   -0 11 39.8
 KV4874;SPC NY L     -   121,995.16    901,599.44   sFT  1.00001334   -0 11 39.8
 KV4874;UTM  18      - 4,483,618.319   559,551.083   MT  0.99964365   +0 27 23.3
 KV4874
 KV4874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4874!SPC NJ       -   1.00000500  x   0.99990364  =   0.99990864
 KV4874!SPC NY L     -   1.00000500  x   1.00001334  =   1.00001834
 KV4874!UTM  18      -   1.00000500  x   0.99964365  =   0.99964865
 KV4874
 KV4874:                Primary Azimuth Mark                     Grid Az
 KV4874:SPC NJ       -  KEASBEY NAVICOAL CO SLIM STACK           001 25 25.2
 KV4874:SPC NY L     -  KEASBEY NAVICOAL CO SLIM STACK           001 44 59.2
 KV4874:UTM  18      -  KEASBEY NAVICOAL CO SLIM STACK           001 05 56.1
 KV4874
 KV4874|---------------------------------------------------------------------|
 KV4874| PID    Reference Object                     Distance      Geod. Az  |
 KV4874|                                                           dddmmss.s |
 KV4874| KV4852 KEASBEY NAVICOAL CO SLIM STACK      APPROX. 1.3 KM 0013319.4 |
 KV4874| KV4847 NORTH PERTH AMBOY INCIN CHIM        APPROX. 1.8 KM 0242729.5 |
 KV4874| CB5538 RNR 4 A RM 2                          7.566 METERS 03650     |
 KV4874| KV4843 PERTH AMBOY CALVIN MAGYAR CH        APPROX. 2.6 KM 0433843.3 |
 KV4874| KV4861 PERTH AMBOY GREEN SPIRE             APPROX. 1.9 KM 0443325.7 |
 KV4874| KV4853 RARITAN RIVER CASTLES YEL STK       APPROX. 2.0 KM 0522548.0 |
 KV4874| CB5537 RNR 4 A RM 1                          3.774 METERS 11222     |
 KV4874| KV4863 KEASBEY CARBORUNDUM TALL CHIM       APPROX. 1.5 KM 3225009.6 |
 KV4874| KV4850 KEASBEY CARBORUNDUM CO TANK         APPROX. 1.8 KM 3265639.8 |
 KV4874| KV4836 FORDS PORCELAIN CO TANK             APPROX. 3.3 KM 3283728.8 |
 KV4874| KV4844 KEASBEY FIRE HOUSE CUPOLA           APPROX. 2.0 KM 3354339.2 |
 KV4874|---------------------------------------------------------------------|
 KV4874
 KV4874                          SUPERSEDED SURVEY CONTROL
 KV4874
 KV4874  NAD 83(1996)-  40 30 04.09841(N)    074 17 49.88219(W) AD(       ) 2
 KV4874  NAD 83(1986)-  40 30 04.10006(N)    074 17 49.87935(W) AD(       ) 2
 KV4874  NAD 27      -  40 30 03.71800(N)    074 17 51.35300(W) AD(       ) 2
 KV4874
 KV4874.Superseded values are not recommended for survey control.
 KV4874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4874.See file dsdata.txt to determine how the superseded data were derived.
 KV4874
 KV4874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5955183618(NAD 83)
 KV4874_MARKER: DD = SURVEY DISK
 KV4874_SETTING: 0 = UNSPECIFIED SETTING
 KV4874
 KV4874  HISTORY     - Date     Condition        Report By
 KV4874  HISTORY     - 1932     MONUMENTED       USE
 KV4874  HISTORY     - 1933     GOOD             LOCENG
 KV4874
 KV4874                          STATION DESCRIPTION
 KV4874
 KV4874'DESCRIBED BY US ENGINEERS 1932 (RWW)
 KV4874'THIS STATION IS S OF THE RARITAN RIVER, ON THE W SIDE OF THE
 KV4874'VICTORY BRIDGE APPROACH BETWEEN LAMP POSTS 51 AND 52.  IT IS
 KV4874'LOCATED ATOP AND ON THE N END OF A CULVERT HEADWALL.
 KV4874'
 KV4874'STATION IS NOW MARKED BY A BRONZE DISK STAMPED RNR-4A (USE-1932).
 KV4874'
 KV4874'TWO STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE CEMENTED
 KV4874'IN DRILL HOLES IN CONCRETE AS FOLLOWS--
 KV4874'
 KV4874'REFERENCE MARK NO.2 IN THE SW CORNER OF THE CONCRETE BASE OF
 KV4874'LAMPPOST 51.  REFERENCE MARK NO.1 ON THE CENTER OF CURB N OF
 KV4874'A CATCH-BASIN SET NEXT TO THE CURB.  ADDITIONAL REFERENCE
 KV4874'MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4874'
 KV4874'*NORMAL TO W SIDE OF CULVERT HEADWALL 0.28 METERS
 KV4874'
 KV4874'*NORMAL TO E SIDE OF CULVERT HEADWALL 0.09 METERS
 KV4874'
 KV4874'*NORMAL TO N END OF CULVERT HEADWALL 0.14 METERS
 KV4874'
 KV4874'NORMAL TO SW CORNER OF LAMPPOST TO N 7.69 METERS
 KV4874'
 KV4874'(NOTE--TO TOP OF BEVELED EDGES OF CULVERT HEADWALL.)
 KV4874'
 KV4874'AN OBSERVERS PLATFORM AND ONE INSTRUMENT STAKE ARE ESSENTIAL FOR
 KV4874'OCCUPANCY OF THIS STATION.
 KV4874'
 KV4874'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 METERS.
 KV4874
 KV4874                          STATION RECOVERY (1933)
 KV4874
 KV4874'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1933
 KV4874'STATION IS ON THE S AMBOY APPROACH TO VICTORY BRIDGE OVER THE
 KV4874'RARITAN RIVER, HIGHWAY BRIDGE BETWEEN S AMBOY AND PERTH AMBOY,
 KV4874'NEW JERSEY.
 KV4874'
 KV4874'THE STATION MARK IS ON THE WESTERN SIDE OF THE ROADWAY, BETWEEN
 KV4874'THE CURVE IN THE APPROACH AND THE BRIDGE PROPER, ABOUT 100 YARDS
 KV4874'N OF THE POINT OF TANGENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4869 ***********************************************************************
 KV4869  DESIGNATION -  RNR 6 USE 1932
 KV4869  PID         -  KV4869
 KV4869  STATE/COUNTY-  NJ/MIDDLESEX
 KV4869  USGS QUAD   -  PERTH AMBOY (1981)
 KV4869
 KV4869                         *CURRENT SURVEY CONTROL
 KV4869  ___________________________________________________________________
 KV4869* NAD 83(1996)-  40 30 22.00872(N)    074 18 00.14188(W)     ADJUSTED  
 KV4869* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4869  ___________________________________________________________________
 KV4869  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 KV4869  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KV4869
 KV4869  HORZ ORDER  -  THIRD
 KV4869
 KV4869.The horizontal coordinates were established by classical geodetic methods
 KV4869.and adjusted by the National Geodetic Survey in September 1999..
 KV4869
 KV4869.The orthometric height was scaled from a topographic map.
 KV4869
 KV4869.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4869
 KV4869.The geoid height was determined by GEOID03.
 KV4869
 KV4869;                    North         East     Units Scale Factor Converg.
 KV4869;SPC NJ       -   185,726.590   166,946.984   MT  0.99990353   +0 07 47.6
 KV4869;SPC NJ       -   609,337.99    547,725.23   sFT  0.99990353   +0 07 47.6
 KV4869;SPC NY L     -    37,737.477   274,568.363   MT  1.00001282   -0 11 46.5
 KV4869;SPC NY L     -   123,810.37    900,813.04   sFT  1.00001282   -0 11 46.5
 KV4869;UTM  18      - 4,484,168.635   559,305.209   MT  0.99964329   +0 27 16.8
 KV4869
 KV4869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4869!SPC NJ       -   1.00000500  x   0.99990353  =   0.99990853
 KV4869!SPC NY L     -   1.00000500  x   1.00001282  =   1.00001782
 KV4869!UTM  18      -   1.00000500  x   0.99964329  =   0.99964829
 KV4869
 KV4869:                Primary Azimuth Mark                     Grid Az
 KV4869:SPC NJ       -  RNR 8                                    234 07 40.0
 KV4869:SPC NY L     -  RNR 8                                    234 27 14.1
 KV4869:UTM  18      -  RNR 8                                    233 48 10.8
 KV4869
 KV4869|---------------------------------------------------------------------|
 KV4869| PID    Reference Object                     Distance      Geod. Az  |
 KV4869|                                                           dddmmss.s |
 KV4869| KV5371 RNR 8                               APPROX. 1.3 KM 2341527.6 |
 KV4869|---------------------------------------------------------------------|
 KV4869
 KV4869                          SUPERSEDED SURVEY CONTROL
 KV4869
 KV4869  NAD 83(1996)-  40 30 22.00860(N)    074 18 00.14227(W) AD(       ) 3
 KV4869  NAD 83(1986)-  40 30 22.01045(N)    074 18 00.13947(W) AD(       ) 3
 KV4869  NAD 27      -  40 30 21.62900(N)    074 18 01.61300(W) AD(       ) 3
 KV4869
 KV4869.Superseded values are not recommended for survey control.
 KV4869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4869.See file dsdata.txt to determine how the superseded data were derived.
 KV4869
 KV4869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5930584169(NAD 83)
 KV4869_MARKER: Z = SEE DESCRIPTION
 KV4869_SETTING: 0 = UNSPECIFIED SETTING
 KV4869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4869
 KV4869  HISTORY     - Date     Condition        Report By
 KV4869  HISTORY     - 1932     MONUMENTED       USE
 KV4869
 KV4869                          STATION DESCRIPTION
 KV4869
 KV4869'DESCRIBED BY US ENGINEERS 1932
 KV4869'STATION IS ON THE S BANK OF THE RARITAN RIVER IN THE MARSH ABOUT
 KV4869'600 YARDS W OF THE VICTORY BRIDGE BETWEEN S AMBOY AND PERTH
 KV4869'AMBOY, NEW JERSEY.
 KV4869'
 KV4869'THE STATION IS A BRONZE PLUG AT THE CENTER OF A CONCRETE MONUMENT
 KV4869'18 INCHES ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4862 ***********************************************************************
 KV4862  DESIGNATION -  RNR 7 A
 KV4862  PID         -  KV4862
 KV4862  STATE/COUNTY-  NJ/MIDDLESEX
 KV4862  USGS QUAD   -  PERTH AMBOY (1981)
 KV4862
 KV4862                         *CURRENT SURVEY CONTROL
 KV4862  ___________________________________________________________________
 KV4862* NAD 83(1996)-  40 30 42.60520(N)    074 18 08.60386(W)     ADJUSTED  
 KV4862* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4862  ___________________________________________________________________
 KV4862  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 KV4862  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KV4862
 KV4862  HORZ ORDER  -  THIRD
 KV4862
 KV4862.The horizontal coordinates were established by classical geodetic methods
 KV4862.and adjusted by the National Geodetic Survey in September 1999..
 KV4862
 KV4862.The orthometric height was scaled from a topographic map.
 KV4862
 KV4862.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4862
 KV4862.The geoid height was determined by GEOID03.
 KV4862
 KV4862;                    North         East     Units Scale Factor Converg.
 KV4862;SPC NJ       -   186,361.391   166,746.347   MT  0.99990345   +0 07 42.1
 KV4862;SPC NJ       -   611,420.66    547,066.97   sFT  0.99990345   +0 07 42.1
 KV4862;SPC NY L     -    38,373.479   274,371.322   MT  1.00001223   -0 11 52.0
 KV4862;SPC NY L     -   125,896.99    900,166.58   sFT  1.00001223   -0 11 52.0
 KV4862;UTM  18      - 4,484,802.122   559,101.031   MT  0.99964299   +0 27 11.5
 KV4862
 KV4862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4862!SPC NJ       -   1.00000500  x   0.99990345  =   0.99990845
 KV4862!SPC NY L     -   1.00000500  x   1.00001223  =   1.00001723
 KV4862!UTM  18      -   1.00000500  x   0.99964299  =   0.99964799
 KV4862
 KV4862|---------------------------------------------------------------------|
 KV4862| PID    Reference Object                     Distance      Geod. Az  |
 KV4862|                                                           dddmmss.s |
 KV4862| CB5540 RNR 7 A RM 2                         15.034 METERS 04303     |
 KV4862| KV5373 SOUTH AMBOY SAC HEART CH S CUP      APPROX. 3.7 KM 1633225.8 |
 KV4862| CB5539 RNR 7 A RM 1                         18.693 METERS 29939     |
 KV4862|---------------------------------------------------------------------|
 KV4862
 KV4862                          SUPERSEDED SURVEY CONTROL
 KV4862
 KV4862  NAD 83(1996)-  40 30 42.60512(N)    074 18 08.60428(W) AD(       ) 3
 KV4862  NAD 83(1986)-  40 30 42.60718(N)    074 18 08.60145(W) AD(       ) 3
 KV4862  NAD 27      -  40 30 42.22500(N)    074 18 10.07400(W) AD(       ) 3
 KV4862
 KV4862.Superseded values are not recommended for survey control.
 KV4862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4862.See file dsdata.txt to determine how the superseded data were derived.
 KV4862
 KV4862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5910184802(NAD 83)
 KV4862_MARKER: B = BOLT
 KV4862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4862_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV4862
 KV4862  HISTORY     - Date     Condition        Report By
 KV4862  HISTORY     - 1932     MONUMENTED       CGS
 KV4862  HISTORY     - 1932     GOOD             USE
 KV4862  HISTORY     - 1982     SEE DESCRIPTION  NJGS
 KV4862
 KV4862                          STATION DESCRIPTION
 KV4862
 KV4862'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4862'THIS STATION IS ON THE N BANK (2.8 METERS INSHORE OF THE RIVER
 KV4862'BULKHEAD) OF THE RARITAN RIVER, APPROXIMATELY 3/4 MILE UP RIVER
 KV4862'FROM THE VICTORY BRIDGE, IN KEASBEY 0.6 MILE S OF SMITH STREET
 KV4862'AND 0.2 MILE W OF THE OFFICE IN THE PLANT OF THE NATCO HOLLOW
 KV4862'TILE COMPANY.
 KV4862'
 KV4862'STATION IS MARKED BY AN IRON BOLT SET IN THE FLAT TOP OF A
 KV4862'CYLINDRICAL CONCRETE MONUMENT (30-GALLON DRUM FORM).
 KV4862'
 KV4862'TWO STANDARD C. AND G.S. BRONZE DISK REFERENCE MARKS WERE
 KV4862'CEMENTED IN DRILL HOLES AND COUNTER-SUNK SLIGHTLY BELOW THE
 KV4862'SURFACE OF THE CONCRETE PAVEMENT OF A ROAD PARALLELING THE
 KV4862'RIVER FRONT.  REFERENCE MARK NO.2 ON THE N SIDE OF THE ROAD
 KV4862'NE FROM THE STATION.  REFERENCE MARK NO.1 ON THE S SIDE OF THE
 KV4862'ROAD NW FROM THE STATION.
 KV4862'
 KV4862'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD SET-UPS.
 KV4862
 KV4862                          STATION RECOVERY (1932)
 KV4862
 KV4862'RECOVERY NOTE BY US ENGINEERS 1932
 KV4862'STATION IS ON THE N SIDE OF RARITAN RIVER ABOUT 0.6 MILE W OF
 KV4862'VICTORY BRIDGE, HIGHWAY BRIDGE BETWEEN PERTH AMBOY AND S AMBOY,
 KV4862'NEW JERSEY.
 KV4862
 KV4862                          STATION RECOVERY (1982)
 KV4862
 KV4862'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1982 (HN)
 KV4862'STATION NEEDS REPAIR.
 KV4862'
 KV4862'DISK GONE.  FORM IS STILL INTACT.  RM 1 IS COVERED BY STOCKPILE
 KV4862'OF LARGE-DIAMETER PIPE AND IS THEREFORE INACCESSIBLE.  RM 2 HAS BEEN
 KV4862'REMOVED FROM CONCRETE ROADWAY.  (DESTROYED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2946 ***********************************************************************
 JU2946  DESIGNATION -  ROAD
 JU2946  PID         -  JU2946
 JU2946  STATE/COUNTY-  NJ/CAPE MAY
 JU2946  USGS QUAD   -  STONE HARBOR (1972)
 JU2946
 JU2946                         *CURRENT SURVEY CONTROL
 JU2946  ___________________________________________________________________
 JU2946* NAD 83(1996)-  39 02 10.03797(N)    074 49 48.47406(W)     ADJUSTED  
 JU2946* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2946  ___________________________________________________________________
 JU2946  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 JU2946  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 JU2946
 JU2946  HORZ ORDER  -  FIRST
 JU2946
 JU2946.The horizontal coordinates were established by classical geodetic methods
 JU2946.and adjusted by the National Geodetic Survey in September 1999..
 JU2946
 JU2946.The orthometric height was scaled from a topographic map.
 JU2946
 JU2946.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2946
 JU2946.The geoid height was determined by GEOID03.
 JU2946
 JU2946;                    North         East     Units Scale Factor Converg.
 JU2946;SPC NJ       -    22,561.998   121,419.251   MT  0.99991005   -0 12 28.5
 JU2946;SPC NJ       -    74,022.16    398,356.33   sFT  0.99991005   -0 12 28.5
 JU2946;UTM  18      - 4,320,798.781   514,701.718   MT  0.99960266   +0 06 25.1
 JU2946
 JU2946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2946!SPC NJ       -   1.00000529  x   0.99991005  =   0.99991534
 JU2946!UTM  18      -   1.00000529  x   0.99960266  =   0.99960795
 JU2946
 JU2946:                Primary Azimuth Mark                     Grid Az
 JU2946:SPC NJ       -  CAPE MAY COURTHOUSE WATER TANK           001 57 33.7
 JU2946:UTM  18      -  CAPE MAY COURTHOUSE WATER TANK           001 38 40.1
 JU2946
 JU2946|---------------------------------------------------------------------|
 JU2946| PID    Reference Object                     Distance      Geod. Az  |
 JU2946|                                                           dddmmss.s |
 JU2946| JU2948 CAPE MAY COURTHOUSE WATER TANK      APPROX. 5.2 KM 0014505.2 |
 JU2946| JU2960 STONE HARBOR STANDPIPE              APPROX. 6.5 KM 0721220.4 |
 JU2946| CB2936 ROAD RM 1                            12.035 METERS 13142     |
 JU2946| JU2958 HEREFORD INLET CG STATION LOT       APPROX. 4.6 KM 1332159.9 |
 JU2946| JU2953 NORTH WILDWOOD STANDPIPE            APPROX. 4.5 KM 1395704.2 |
 JU2946| HU1265 WILDWOOD FUNCHASER PIER E DOME      APPROX. 5.6 KM 1570001.1 |
 JU2946| HU1264 WILDWOOD FUNCHASER PIER W DOME      APPROX. 5.6 KM 1571313.3 |
 JU2946| HU1263 WILDWOOD STANDPIPE                  APPROX. 5.0 KM 1632703.0 |
 JU2946| HU1273 WILDWOOD CONVENTION HALL DOME       APPROX. 6.0 KM 1660747.0 |
 JU2946| CB2937 ROAD RM 2                                          16817     |
 JU2946| HU1272 WILDWOOD LARGE STANDPIPE            APPROX. 6.9 KM 1862419.4 |
 JU2946| HU1261 REAL ESTATE                         APPROX. 7.7 KM 1884856.0 |
 JU2946| HU1283 CAPE MAY COAST GUARD TANK           APPROX.11.0 KM 2060746.5 |
 JU2946| HU1297 CAPE MAY FLAT TOP WATER TANK        APPROX.13.1 KM 2190556.0 |
 JU2946| CB2939 ROAD RM 4                                          31646     |
 JU2946| CB2938 ROAD RM 3                            15.782 METERS 32022     |
 JU2946|---------------------------------------------------------------------|
 JU2946
 JU2946                          SUPERSEDED SURVEY CONTROL
 JU2946
 JU2946  NAD 83(1991)-  39 02 10.01860(N)    074 49 48.47746(W) AD(       ) 1
 JU2946  NAD 83(1986)-  39 02 10.01597(N)    074 49 48.47892(W) AD(       ) 1
 JU2946  NAD 27      -  39 02 09.60790(N)    074 49 49.87460(W) AD(       ) 1
 JU2946
 JU2946.Superseded values are not recommended for survey control.
 JU2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2946.See file dsdata.txt to determine how the superseded data were derived.
 JU2946
 JU2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1470220799(NAD 83)
 JU2946_MARKER: DS = TRIANGULATION STATION DISK
 JU2946_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU2946_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU2946
 JU2946  HISTORY     - Date     Condition        Report By
 JU2946  HISTORY     - 1928     MONUMENTED       CGS
 JU2946  HISTORY     - 1932     GOOD             CGS
 JU2946  HISTORY     - 1937     GOOD             CGS
 JU2946  HISTORY     - 1943     GOOD             CGS
 JU2946  HISTORY     - 1970     MARK NOT FOUND   NGS
 JU2946  HISTORY     - 1979     GOOD             NGS
 JU2946
 JU2946                          STATION DESCRIPTION
 JU2946
 JU2946'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (RLS)
 JU2946'LOCATED ON S SIDE OF THE ROAD LEADING FROM THE MAIN COASTAL
 JU2946'HIGHWAY, ACROSS THE MARSHES INTO N WILDWOOD AND ANGLESEA.  THE
 JU2946'STATION IS LOCATED 1.1 MILES N OF THE HIGHWAY BRIDGE CROSSING
 JU2946'GRASSEY SOUND CHANNEL.  AT THE SPOT WHERE THE STATION IS LOCATED
 JU2946'THERE IS AN EXTRA SHOULDER EXTENDING ALONG THE SIDE OF THE
 JU2946'ROADWAY FOR ABOUT 30 METERS.  THIS SHOULDER OR FILL IS ABOUT 10
 JU2946'METERS WIDE AND THE SAME LEVEL AS THE ROAD (ABOUT 3 METERS
 JU2946'HIGHER THAN THE SURROUNDING MARSH LAND).  THIS SHOULDER IS
 JU2946'EVIDENTLY SURPLUS MATERIAL LEFT FROM THE BUILDING OF THE
 JU2946'ROAD.  THERE IS A GUARD FENCE ON EITHER SIDE.  STATION IS
 JU2946'5.2 METERS SW OF GUARD FENCE AND 3 METERS FROM EDGE OF FILL.
 JU2946'
 JU2946'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 JU2946'IN TILE AS DESCRIBED IN NOTE 6A.
 JU2946'
 JU2946'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE IN
 JU2946'THE TOP OF A TILE AS DESCRIBED IN NOTE 13A.
 JU2946'
 JU2946'HEIGHT OF SIGNAL ABOVE STATION MARK - 5.5 METERS.
 JU2946
 JU2946                          STATION RECOVERY (1932)
 JU2946
 JU2946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2946'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 JU2946'CONDITION.  A FEW DISCREPANCIES IN REFERENCE MARK DISTANCES WERE
 JU2946'NOTED.  A NEW REFERENCE MARK, AS DESCRIBED IN NOTE 11A, WAS
 JU2946'ESTABLISHED.  THE DISK WAS STAMPED ROAD NO. 4 1932.  THIS MARK
 JU2946'IS W OF STATION ON S SIDE OF WILDWOOD BLVD.  7 METERS FROM CENTER
 JU2946'LINE.  75 METERS W OF W END OF HIGHWAY BRIDGE.  0.3 METER S OF
 JU2946'GUARD FENCE.  AND 3 METERS N OF MARSH.
 JU2946
 JU2946                          STATION RECOVERY (1937)
 JU2946
 JU2946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2946'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 JU2946'NO.1 WAS RECOVERED IN FAIR CONDITION.  REFERENCE MARK NO. 2 HAS
 JU2946'WASHED AWAY AND FALLEN OVER IN THE MARSH.  REFERENCE NO. 3 WAS
 JU2946'RECOVERED IN FAIR CONDITION.  REFERENCE MARK NO. 4 WAS RECOVERED
 JU2946'IN GOOD CONDITION.  THE DESCRIPTIONS ARE ADEQUATE EXCEPT
 JU2946'REFERENCE MARK NO. 4 IS ALSO TWO FEET E OF TELEPHONE POLE NO.1101.
 JU2946
 JU2946                          STATION RECOVERY (1943)
 JU2946
 JU2946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 JU2946'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE AND
 JU2946'COMPLETE.
 JU2946'
 JU2946'R. M. 4 IS IN POOR CONDITION -- IT SEEMS TO BE SINKING INTO THE
 JU2946'MARSH AND AWAY FROM THE ROAD.  IT SITS AT AN ANGLE OF ABOUT
 JU2946'05 DEGREES.
 JU2946
 JU2946                          STATION RECOVERY (1970)
 JU2946
 JU2946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU2946'LOST.  THE STATION MARK AND REFERENCE MARKS WERE NOT FOUND AFTER
 JU2946'A THOROUGH SEARCH.  THE ROAD HAS BEEN WIDENED AND ALL MARKS ARE
 JU2946'BELIEVED TO BE DESTROYED.
 JU2946
 JU2946                          STATION RECOVERY (1979)
 JU2946
 JU2946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU2946'THE STATION SURFACE MARK WAS FOUND IN PRONE POSITION ABOUT 1 FOOT
 JU2946'BELOW THE SURFACE.  A TRAVERSE WAS RAN INTO THE AREA TO LOCATE IT
 JU2946'AND NO EVIDENCE OF THE SUB-SURFACE MARK WAS FOUND.  NO REFERENCE
 JU2946'MARKS WERE FOUND AFTER AN EXTENSIVE SEARCH WAS CONDUCTED.  IT IS
 JU2946'BELIEVED ALL MARKS WERE DESTROYED BY CONSTRUCTION WHEN THE ROAD IN
 JU2946'THE IMMEDIATE AREA WAS WIDENED.
 JU2946'
 JU2946'IT IS NOT POSSIBLE TO REPLACE THE STATION AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4261 ***********************************************************************
 KV4261  DESIGNATION -  ROAD
 KV4261  PID         -  KV4261
 KV4261  STATE/COUNTY-  NJ/ESSEX
 KV4261  USGS QUAD   -  JERSEY CITY (1981)
 KV4261
 KV4261                         *CURRENT SURVEY CONTROL
 KV4261  ___________________________________________________________________
 KV4261* NAD 83(1996)-  40 44 25.91327(N)    074 07 17.89978(W)     ADJUSTED  
 KV4261* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4261  ___________________________________________________________________
 KV4261  LAPLACE CORR-           6.37  (seconds)                    DEFLEC99
 KV4261  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV4261
 KV4261  HORZ ORDER  -  THIRD
 KV4261
 KV4261.The horizontal coordinates were established by classical geodetic methods
 KV4261.and adjusted by the National Geodetic Survey in September 1999..
 KV4261
 KV4261.The orthometric height was scaled from a topographic map.
 KV4261
 KV4261.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4261
 KV4261.The geoid height was determined by GEOID03.
 KV4261
 KV4261;                    North         East     Units Scale Factor Converg.
 KV4261;SPC NJ       -   211,804.961   181,954.836   MT  0.99991256   +0 14 49.0
 KV4261;SPC NJ       -   694,896.78    596,963.49   sFT  0.99991256   +0 14 49.0
 KV4261;SPC NY L     -    63,732.466   289,725.903   MT  0.99999672   -0 04 46.4
 KV4261;SPC NY L     -   209,095.60    950,542.40   sFT  0.99999672   -0 04 46.4
 KV4261;UTM  18      - 4,510,325.252   574,160.887   MT  0.99966769   +0 34 23.8
 KV4261
 KV4261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4261!SPC NJ       -   1.00000462  x   0.99991256  =   0.99991718
 KV4261!SPC NY L     -   1.00000462  x   0.99999672  =   1.00000134
 KV4261!UTM  18      -   1.00000462  x   0.99966769  =   0.99967231
 KV4261
 KV4261|---------------------------------------------------------------------|
 KV4261| PID    Reference Object                     Distance      Geod. Az  |
 KV4261|                                                           dddmmss.s |
 KV4261| KV4265 RAIL                                272.323 METERS 02834     |
 KV4261| CB5544 ROAD RM 2                                          08521     |
 KV4261| KV4270 CONTRACTING COMPANY CHIMNEY         472.055 METERS 0874945.9 |
 KV4261| KV4272 FOUNDATION COMPANY CHIMNEY          APPROX. 0.9 KM 1291456.0 |
 KV4261| CB5543 ROAD RM 1                                          16530     |
 KV4261| KV4276 LADEW                               APPROX. 0.7 KM 1730927.0 |
 KV4261| KV4682 PAPER MILL CHIMNEY                  APPROX. 0.9 KM 2255230.9 |
 KV4261| KV4705 HYDRAULIC WORKS CHIMNEY             APPROX. 2.0 KM 2863434.3 |
 KV4261| KV4139 HARRISON CLARK THREAD CHIMNEY       APPROX. 3.7 KM 2904930.1 |
 KV4261| KV4708 SWIFT ARMOUR COMPANY STACK          APPROX. 1.5 KM 2984805.4 |
 KV4261|---------------------------------------------------------------------|
 KV4261
 KV4261                          SUPERSEDED SURVEY CONTROL
 KV4261
 KV4261  NAD 83(1996)-  40 44 25.91316(N)    074 07 17.89993(W) AD(       ) 3
 KV4261  NAD 83(1996)-  40 44 25.91204(N)    074 07 17.90311(W) AD(       ) 3
 KV4261  NAD 83(1992)-  40 44 25.91195(N)    074 07 17.90368(W) AD(       ) 3
 KV4261  NAD 83(1986)-  40 44 25.91194(N)    074 07 17.90477(W) AD(       ) 3
 KV4261  NAD 27      -  40 44 25.54300(N)    074 07 19.38700(W) AD(       ) 3
 KV4261
 KV4261.Superseded values are not recommended for survey control.
 KV4261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4261.See file dsdata.txt to determine how the superseded data were derived.
 KV4261
 KV4261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7416110325(NAD 83)
 KV4261_MARKER: DS = TRIANGULATION STATION DISK
 KV4261_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4261_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4261
 KV4261  HISTORY     - Date     Condition        Report By
 KV4261  HISTORY     - 1913     MONUMENTED       CGS
 KV4261  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4261
 KV4261                          STATION DESCRIPTION
 KV4261
 KV4261'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4261'STATION IS ON THE W SIDE OF PASSAIC RIVER, ON THE BROAD PART OF
 KV4261'THE EMBANKMENT OF THE PENNSYLVANIA RAILROAD (FREIGHT), 32.9 FEET
 KV4261'FROM THE SW ABUTMENT OF THE BRIDGE.
 KV4261'
 KV4261'THE STATION IS MARKED BY A C. AND G.S. STANDARD BRASS DISK SET
 KV4261'IN A 4-INCH TILE PIPE FILLED WITH CONCRETE AND SUNK TO THE
 KV4261'GROUND LEVEL.
 KV4261'
 KV4261'THE SUBSURFACE MARK IS A BURIED BOTTLE SET IN CONCRETE.
 KV4261'
 KV4261'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CONCRETE CONTAINED
 KV4261'IN A PIECE OF 3-INCH TILE PIPE, ARE PLACED RESPECTIVELY 61.2 FEET
 KV4261'E AND 57.55 FEET S FROM THE STATION.
 KV4261
 KV4261                          STATION RECOVERY (1931)
 KV4261
 KV4261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4261'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4350 ***********************************************************************
 KV4350  DESIGNATION -  ROBBINS REEF LIGHT
 KV4350  PID         -  KV4350
 KV4350  STATE/COUNTY-  NJ/BERGEN
 KV4350  USGS QUAD   -  JERSEY CITY (1981)
 KV4350
 KV4350                         *CURRENT SURVEY CONTROL
 KV4350  ___________________________________________________________________
 KV4350* NAD 83(1996)-  40 39 26.51720(N)    074 03 55.28623(W)     ADJUSTED  
 KV4350* NAVD 88     -                                                        
 KV4350  ___________________________________________________________________
 KV4350  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 KV4350  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 KV4350
 KV4350  HORZ ORDER  -  THIRD
 KV4350
 KV4350.The horizontal coordinates were established by classical geodetic methods
 KV4350.and adjusted by the National Geodetic Survey in September 1999..
 KV4350
 KV4350
 KV4350.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4350
 KV4350.The geoid height was determined by GEOID03.
 KV4350
 KV4350;                    North         East     Units Scale Factor Converg.
 KV4350;SPC NJ       -   202,592.475   186,753.838   MT  0.99991662   +0 16 59.5
 KV4350;SPC NJ       -   664,672.15    612,708.22   sFT  0.99991662   +0 16 59.5
 KV4350;SPC NY L     -    54,492.031   294,472.773   MT  1.00000053   -0 02 33.9
 KV4350;SPC NY L     -   178,779.27    966,116.09   sFT  1.00000053   -0 02 33.9
 KV4350;SPC NY E     -   202,592.475   186,753.838   MT  0.99991662   +0 16 59.5
 KV4350;SPC NY E     -   664,672.15    612,708.22   sFT  0.99991662   +0 16 59.5
 KV4350;UTM  18      - 4,501,142.452   579,011.064   MT  0.99967684   +0 36 32.3
 KV4350
 KV4350                          SUPERSEDED SURVEY CONTROL
 KV4350
 KV4350  NAD 83(1996)-  40 39 26.51719(N)    074 03 55.28624(W) AD(       ) 4
 KV4350  NAD 83(1996)-  40 39 26.51668(N)    074 03 55.28655(W) AD(       ) 4
 KV4350  NAD 83(1992)-  40 39 26.51649(N)    074 03 55.28689(W) AD(       ) 4
 KV4350  NAD 83(1986)-  40 39 26.51627(N)    074 03 55.28665(W) AD(       ) 4
 KV4350  NAD 27      -  40 39 26.14500(N)    074 03 56.77700(W) AD(       ) 3
 KV4350
 KV4350.Superseded values are not recommended for survey control.
 KV4350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4350.See file dsdata.txt to determine how the superseded data were derived.
 KV4350
 KV4350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7901101142(NAD 83)
 KV4350_MARKER: 13 = LIGHTHOUSE
 KV4350_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4350
 KV4350  HISTORY     - Date     Condition        Report By
 KV4350  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4350  HISTORY     - 1934     GOOD             CGS
 KV4350  HISTORY     - 1980     GOOD             NOSAMC
 KV4350  HISTORY     - 1984     GOOD             USPSQD
 KV4350  HISTORY     - 1985     GOOD             B+OINC
 KV4350
 KV4350                          STATION DESCRIPTION
 KV4350
 KV4350'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4350'THE PROMINENT LIGHTHOUSE LOCATED IN THE UPPER BAY EASTERLY FROM
 KV4350'KILL VAN KULL.
 KV4350'
 KV4350'THE STATION IS THE BALL-APEX SURMOUNTING THE LIGHTHOUSE.
 KV4350
 KV4350                          STATION RECOVERY (1934)
 KV4350
 KV4350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (IER)
 KV4350'STATION RECOVERED IN GOOD CONDITION, AND ORIGINAL DESCRIPTION IS
 KV4350'FULLY ADEQUATE.
 KV4350
 KV4350                          STATION RECOVERY (1980)
 KV4350
 KV4350'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1980 (RHH)
 KV4350'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV4350
 KV4350                          STATION RECOVERY (1984)
 KV4350
 KV4350'RECOVERY NOTE BY US POWER SQUADRON 1984 (RTR)
 KV4350'STATION- BALL ON ROOF APEX RECOVERED- GOOD.
 KV4350'
 KV4350'THE STATION BALL AT THE APEX OF THE LIGHTHOUSE ROOF WAS OBSERVED TO
 KV4350'HAVE A SHORT ROD EXTENDING ABOVE IT AS A CONTINUATION OF ITS
 KV4350'VERTICAL AXIS.  NO MENTION OF A ROD IS MADE IN THE 1930 DESCRIPTION.
 KV4350
 KV4350                          STATION RECOVERY (1985)
 KV4350
 KV4350'RECOVERY NOTE BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV4350'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5902 ***********************************************************************
 KV5902  CBN         -  This is a Cooperative Base Network Control Station.
 KV5902  SACS        -  This is a Secondary Airport Control Station.
 KV5902  DESIGNATION -  ROBBINSVILLE PRIMARY PAIR 1
 KV5902  PID         -  KV5902
 KV5902  STATE/COUNTY-  NJ/MERCER
 KV5902  USGS QUAD   -  ALLENTOWN (1995)
 KV5902
 KV5902                         *CURRENT SURVEY CONTROL
 KV5902  ___________________________________________________________________
 KV5902* NAD 83(1996)-  40 12 51.63228(N)    074 36 33.93729(W)     ADJUSTED  
 KV5902* NAVD 88     -        32.096  (meters)     105.30   (feet)  ADJUSTED  
 KV5902  ___________________________________________________________________
 KV5902  X           -   1,294,443.019 (meters)                     COMP
 KV5902  Y           -  -4,702,467.654 (meters)                     COMP
 KV5902  Z           -   4,096,188.245 (meters)                     COMP
 KV5902  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 KV5902  ELLIP HEIGHT-          -0.65  (meters)          (09/24/01) GPS OBS
 KV5902  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV5902  DYNAMIC HT  -          32.082 (meters)     105.26  (feet)  COMP
 KV5902  MODELED GRAV-     980,198.0   (mgal)                       NAVD 88
 KV5902
 KV5902  HORZ ORDER  -  B
 KV5902  VERT ORDER  -  FIRST     CLASS II
 KV5902  ELLP ORDER  -  FOURTH    CLASS I
 KV5902
 KV5902.This mark is at Trenton-Robbinsville Airport (N87)
 KV5902
 KV5902.The horizontal coordinates were established by GPS observations
 KV5902.and adjusted by the National Geodetic Survey in July 1997..
 KV5902
 KV5902.The orthometric height was determined by differential leveling
 KV5902.and adjusted by the National Geodetic Survey in September 1996..
 KV5902
 KV5902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5902
 KV5902.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5902
 KV5902.The ellipsoidal height was determined by GPS observations
 KV5902.and is referenced to NAD 83.
 KV5902
 KV5902.The geoid height was determined by GEOID03.
 KV5902
 KV5902.The dynamic height is computed by dividing the NAVD 88
 KV5902.geopotential number by the normal gravity value computed on the
 KV5902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV5902.degrees latitude (g = 980.6199 gals.).
 KV5902
 KV5902.The modeled gravity was interpolated from observed gravity values.
 KV5902
 KV5902;                    North         East     Units Scale Factor Converg.
 KV5902;SPC NJ       -   153,317.631   140,685.817   MT  0.99990107   -0 04 14.3
 KV5902;SPC NJ       -   503,009.59    461,566.72   sFT  0.99990107   -0 04 14.3
 KV5902;UTM  18      - 4,451,620.697   533,234.760   MT  0.99961360   +0 15 07.8
 KV5902
 KV5902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5902!SPC NJ       -   1.00000010  x   0.99990107  =   0.99990117
 KV5902!UTM  18      -   1.00000010  x   0.99961360  =   0.99961370
 KV5902
 KV5902:                Primary Azimuth Mark                     Grid Az
 KV5902:SPC NJ       -  ROBBINSVILLE PRIMARY PAIR 2              095 31 47.1
 KV5902:UTM  18      -  ROBBINSVILLE PRIMARY PAIR 2              095 12 25.0
 KV5902
 KV5902|---------------------------------------------------------------------|
 KV5902| PID    Reference Object                     Distance      Geod. Az  |
 KV5902|                                                           dddmmss.s |
 KV5902| KV5903 ROBBINSVILLE PRIMARY PAIR 2         APPROX. 0.8 KM 0952732.8 |
 KV5902|---------------------------------------------------------------------|
 KV5902
 KV5902                          SUPERSEDED SURVEY CONTROL
 KV5902
 KV5902  ELLIP H (07/24/97)   -0.66   (m)                       GP(       ) 3 2
 KV5902  NAD 83(1992)-  40 12 51.63159(N)    074 36 33.93718(W) AD(       ) B
 KV5902  ELLIP H (04/16/93)   -0.72   (m)                       GP(       ) 3 1
 KV5902  NAD 83(1991)-  40 12 51.63076(N)    074 36 33.93689(W) AD(       ) 2
 KV5902  ELLIP H (01/27/92)   -0.51   (m)                       GP(       ) 4 1
 KV5902  NAD 83(1986)-  40 12 51.63011(N)    074 36 33.93766(W) AD(       ) 2
 KV5902  NAD 27      -  40 12 51.23454(N)    074 36 35.37556(W) AD(       ) 2
 KV5902  NAVD 88 (12/16/96)   32.10   (m)          105.3    (f) LEVELING    3  
 KV5902  NGVD 29 (09/20/93)   32.4    (m)          106.     (f) GPS OBS        
 KV5902
 KV5902.Superseded values are not recommended for survey control.
 KV5902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5902.See file dsdata.txt to determine how the superseded data were derived.
 KV5902
 KV5902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3323551621(NAD 83)
 KV5902_MARKER: F = FLANGE-ENCASED ROD
 KV5902_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5902_SP_SET: STAINLESS STEEL ROD
 KV5902_STAMPING: ROBBISVILLE PP1 1987
 KV5902_MARK LOGO: NGS   
 KV5902_PROJECTION: RECESSED 10 CENTIMETERS
 KV5902_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5902+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 KV5902_ROD/PIPE-DEPTH: 8.50 meters
 KV5902
 KV5902  HISTORY     - Date     Condition        Report By
 KV5902  HISTORY     - 1987     MONUMENTED       AEROS
 KV5902  HISTORY     - 1987     GOOD             AEROS
 KV5902  HISTORY     - 19900405 GOOD             NJGS
 KV5902  HISTORY     - 19910405 GOOD             NJGS
 KV5902  HISTORY     - 19920528 GOOD
 KV5902  HISTORY     - 19950418 GOOD             NJGS
 KV5902  HISTORY     - 19951205 GOOD             TWT
 KV5902  HISTORY     - 19961125 GOOD             NJGS
 KV5902  HISTORY     - 20001003 GOOD             NJGS
 KV5902  HISTORY     - 20010815 GOOD             TWT
 KV5902  HISTORY     - 20010916 GOOD             NGS
 KV5902  HISTORY     - 20020202 GOOD             NJGS
 KV5902  HISTORY     - 20050411 GOOD             NJGS
 KV5902
 KV5902                          STATION DESCRIPTION
 KV5902
 KV5902'DESCRIBED BY AERO SERVICE CORPORATION 1987 (UNK)
 KV5902'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MI)
 KV5902'EAST-SOUTHEAST OF THE TOWN OF ROBBINSVILLE, 3.7 KM (2.3 MI)
 KV5902'SOUTH-SOUTHWEST OF WINDSOR, 4.0 KM (2.5 MI) NORTH-NORTHWEST OF
 KV5902'ALLENTOWN, WITHIN THE BOUNDARY OF THE TRENTON-ROBBINSVILLE AIRPORT.
 KV5902'OWNERSHIP--MR. EDWARD G. EGET, 106 B SHARON ROAD, ROBBINSVILLE, NEW
 KV5902'JERSEY 08691.  MANAGER--MR. CHARLES STODDARD, 106 B SHARON ROAD,
 KV5902'ROBBINSVILLE, NEW JERSEY 08691, PHONE NUMBER (609)587-1250 OR
 KV5902'(609)585-9520.  MR. STODDARD SHOULD BE CONTACTED PRIOR TO SURVEY.
 KV5902'
 KV5902'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 195, EXIT
 KV5902'NUMBER 5, AND U.S. HIGHWAY 130 LOCATED 1.20 KM (0.75 MI) SOUTHWEST
 KV5902'OF THE TOWN OF ROBBINSVILLE, MERCER COUNTY, NEW JERSEY, GO
 KV5902'NORTHEAST FOR 2.17 KM (1.35 MI) ON U.S. HIGHWAY 130 TO THE
 KV5902'JUNCTIONS OF STATE ROUTE 33, AND SHARON ROAD ON THE RIGHT.
 KV5902'TURN RIGHT AND GO EAST FOR 1.29 KM (0.8 MI) ON SHARON ROAD TO THE
 KV5902'TRENTON-ROBBINSVILLE AIRPORT ENTRANCE ON THE RIGHT AND THE STATION
 KV5902'AS DESCRIBED.
 KV5902'
 KV5902'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KV5902'FLANGE WITH ACCESS COVER IS STAMPED---ROBBINSVILLE PP1 1987---, AND
 KV5902'IS FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KV5902'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT THE DEPTH OF 8.5 METERS (28
 KV5902'FT), AND IS RECESSED 10 CM BELOW THE GROUND.  LOCATED
 KV5902'18.3 METERS (60.0 FT) SOUTH FROM THE EXTENDED CENTERLINE OF RUNWAY
 KV5902'NUMBER 11,
 KV5902'4.7 METERS (15.3 FT) SOUTH-SOUTHEAST FROM THE SOUTHERLYMOST RED
 KV5902'RUNWAY LIGHT,
 KV5902'6.2 METERS (20.4 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE RUNWAY
 KV5902'PAVEMENT,
 KV5902'0.8 METERS (2.5 FT) NORTH FROM A CARSONITE WITNESS POST.
 KV5902
 KV5902                          STATION RECOVERY (1987)
 KV5902
 KV5902'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 KV5902'RECOVERED IN GOOD CONDITION.
 KV5902
 KV5902                          STATION RECOVERY (1990)
 KV5902
 KV5902'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5902'THE STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) EAST SOUTHEAST OF THE
 KV5902'TOWN OF ROBBINSVILLE, 3.7 KM (2.30 MI) SOUTH SOUTHWEST OF WINDSOR,
 KV5902'4.0 KM (2.50 MI) NORTH NORTHWEST OF ALLENTOWN, WITHIN THE BOUNDARY OF
 KV5902'THE TRENTON ROBBINSVILLE AIRPORT.  OWNERSHIP, MR. EDWARD G. EGET, 106
 KV5902'B SHARON ROAD, ROBBINSVILLE, N.J. 08691.  MANAGER, MR. CHARLES
 KV5902'STODDARD, SAME ADDRESS, PHONE 609 587 1250 OR 609 585 9520.  CONTACT
 KV5902'MR. STODDARD FOR PERMISSION TO OCCUPY STATION.  TO REACH THE STATION
 KV5902'FROM THE JUNCTION OF INTERSTATE HIGHWAY 195, EXIT 5 AND U.S.HIGHWAY
 KV5902'130 LOCATED 1.2 KM (0.75 MI) SOUTHWEST OF ROBBINSVILLE, GO 2.17 KM
 KV5902'(1.35 MI) NORTHEAST ON U.S. HIGHWAY 130 TO SHARON ROAD, TURN RIGHT
 KV5902'AND GO 1.29 KM (0.80 MI) EAST ON SHARON ROAD TO THE AIRPORT ENTRANCE
 KV5902'AND THE STATION ON THE RIGHT.  THE STATION IS 18.3 M (60.0 FT) SOUTH
 KV5902'FROM THE EXTENDED CENTERLINE OF RUNWAY NUMBER 11, 4.7 M (15.4 FT)
 KV5902'SOUTH SOUTHEAST FROM THE SOUTHERLY MOST RED RUNWAY LIGHT, 6.2 M
 KV5902'(20.3 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE RUNWAY PAVEMENT, 0.8
 KV5902'M (2.6 FT) NORTH FROM A CARSONITE WITNESS POST.  THE STATION IS A
 KV5902'STANDARD THREE DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS COVER
 KV5902'IS STAMPED ROBBINSVILLE PP1 1987 AND IS SET FLUSH WITH THE GROUND.
 KV5902'THE STATION IS A NINE SIXTEENTHS DIAMETER STAINLESS STEEL ROD DRIVEN
 KV5902'TO REFUSAL AT A DEPTH OF 8.5 M (27.9 FT) AND IS RECESSED 10 CM BELOW
 KV5902'THE GROUND.
 KV5902
 KV5902                          STATION RECOVERY (1991)
 KV5902
 KV5902'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5902'THE STATION IS LOCATED IN WASHINGTON TOWNSHIP, ABOUT 1.3 MI (2.1 KM)
 KV5902'EAST SOUTHEAST OF THE TOWN OF ROBBINSVILLE, 2.5 MI (4.0 KM) NORTH
 KV5902'NORTHWEST OF THE BOROUGH OF ALLENTOWN, SET WITHIN THE GROUNDS OF THE
 KV5902'ROBBINSVILLE AIRPORT.  TO REACH THE STATION FROM THE JUNCTION OF
 KV5902'INTERSTATE HIGHWAY 195, EXIT 5, AND U.S. HIGHWAY 130, GO 1.35 MI
 KV5902'(2.17 KM) NORTH ON HIGHWAY 130 TO THE JUNCTION WITH SHARON ROAD, TURN
 KV5902'RIGHT AND GO 0.8 MI (1.3 KM) EAST ON SHARON ROAD TO THE ENTRANCE TO
 KV5902'THE AIRPORT AND THE STATION LOCATED AT THE SOUTHWEST CORNER OF THE
 KV5902'EAST WEST RUNWAY.  THE STATION IS 18.3 M (60.0 FT) SOUTH OF THE
 KV5902'EXTENDED CENTERLINE OF RUNWAY NUMBER 11, 4.7 M (15.4 FT) SOUTH
 KV5902'SOUTHEAST OF THE MOST SOUTHERLY RED RUNWAY LIGHT, 6.2 M (20.3 FT)
 KV5902'SOUTH OF THE SOUTHWEST CORNER OF THE RUNWAY. 0,8 M NORTH OF A
 KV5902'CARSONITE WITNESS POST. ACCESS TO THE STATION IS THROUGH A 5 INCH
 KV5902'LOGO CAP, FLUSH WITH THE GROUND.  AIRPORT MANAGER IS MR. CHARLES
 KV5902'STODDARD, PHONE 609 5871250.
 KV5902
 KV5902                          STATION RECOVERY (1992)
 KV5902
 KV5902'RECOVERED 1992
 KV5902'RECOVERED IN GOOD CONDITION.
 KV5902
 KV5902                          STATION RECOVERY (1995)
 KV5902
 KV5902'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV5902'RECOVERED AS DESCRIBED.
 KV5902
 KV5902                          STATION RECOVERY (1995)
 KV5902
 KV5902'RECOVERY NOTE BY TWT CONS ENG 1995 (WPD)
 KV5902'RECOVERED AS DESCRIBED.
 KV5902
 KV5902                          STATION RECOVERY (1996)
 KV5902
 KV5902'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV5902'RECOVERED AS DESCRIBED.
 KV5902
 KV5902                          STATION RECOVERY (2000)
 KV5902
 KV5902'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 KV5902'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTION AND
 KV5902'UPDATES.
 KV5902'  THE LOGO FLANGE IS STAMPED -  ROBBISVILLE PP 1 1987.
 KV5902'   THE STATION IS NORTHWEST OF THE BOROUGH OF ALLENTOWN, SET
 KV5902'WITHIN THE GROUNDS OF THE ROBBINSVILLE AIRPORT AND ADJOINING THE
 KV5902'GOLF COURSE OF THE MIRY RUN COUNTY CLUB.  AFTER ENTERING THE
 KV5902'AIRPORT , PROCEED WEST DOWN THE TAXIWAY PARALLELING THE
 KV5902'EAST-WEST RUNWAY AND SOUTH ACROSS THE END OF THE RUNWAY.
 KV5902' 
 KV5902' 
 KV5902'
 KV5902
 KV5902                          STATION RECOVERY (2001)
 KV5902
 KV5902'RECOVERY NOTE BY TWT CONS ENG 2001 (JTS)
 KV5902'RECOVERED IN GOOD CONDITION.
 KV5902
 KV5902                          STATION RECOVERY (2001)
 KV5902
 KV5902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (KRN)
 KV5902'THE STATION IS LOCATED EAST OF TRENTON, ABOUT 2 MILES NORTH OF
 KV5902'ALLENTOWN, AND 1 MILE EAST OF ROBBINSVILLE, ON THE
 KV5902'TRENTON-ROBBINSVILLE AIRPORT, SOUTHE OF THE WEST RUNWAY END.
 KV5902' 
 KV5902'OWNERSHIP--MARK SANTERIAN, 106B SHARON ROAD, ROBBINSVILLE, NJ
 KV5902'08691.
 KV5902'AIRPORT MANAGER--MARK STRASZEWSKI, 106 SHARON ROAD, ROBBINSVILLE
 KV5902'NJ 08691.  PHONE 609-259-1059.
 KV5902'YOU MUST RECEIVE PRIOR APPROVAL TO ACCESS THE AIRPORT.
 KV5902' 
 KV5902'TO REACH THE AIRPORT FROM THE JUNCTION OF INTERSTATE HIGHWAY 195
 KV5902'- EXIT 5 - AND U.S. HIGHWAY 130, GO 1.4 MILES NORTH ON HIGHWAY 130 TO
 KV5902'SHARON ROAD.  TURN RIGHT, EAST, ON SHARON ROAD AND CONTINUE FOR
 KV5902'0.9 MILES TO THE TRENTON-ROBBINSONVILLE HANGER.  PASS THROUGH
 KV5902'THE GATE AND GO 0.08 MILE, CROSSING THE PARKING APRON TO A
 KV5902'PARALLEL TAXIWAY.  TURN RIGHT, WEST, AND CONTINUE FOR 0.4 MILE TO
 KV5902'THE RUNWAY END.  CROSS THE RUNWAY END TO THE STATION JUST OFF
 KV5902'THE SOUTH CORNER OF THE RUNWAY.
 KV5902' THE STATION IS 60 FEET SOUTH OF THE SOUTHWEST CENTER OF THE
 KV5902'RUNWAY.  20.0 FEET SOUTH OF THE SOUTHWEST CORNER OF THE RUNWAY,
 KV5902'AND 1.3 FEET NORTH OF A WITNESS POST.  ACCESS TO THE DATUM POINT IS
 KV5902'THROUTH A 5 INCH LOGO CAP.
 KV5902'THIS STATION IS A CBN STATION.
 KV5902'THIS STATION IS A SECONDARY AIRPORT CONTROL STATION, SACS.
 KV5902' 
 KV5902'
 KV5902
 KV5902                          STATION RECOVERY (2002)
 KV5902
 KV5902'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV5902'RECOVERED AS DESCRIBED
 KV5902' 
 KV5902'
 KV5902
 KV5902                          STATION RECOVERY (2005)
 KV5902
 KV5902'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2005 (RJK)
 KV5902'RECOVERED AS DESCRIBED.
 KV5902' 
 KV5902'THE LOGO FLANGE IS STAMPED       ROBBISVILLE PP1 1987
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5903 ***********************************************************************
 KV5903  SACS        -  This is a Secondary Airport Control Station.
 KV5903  DESIGNATION -  ROBBINSVILLE PRIMARY PAIR 2
 KV5903  PID         -  KV5903
 KV5903  STATE/COUNTY-  NJ/MERCER
 KV5903  USGS QUAD   -  ALLENTOWN (1995)
 KV5903
 KV5903                         *CURRENT SURVEY CONTROL
 KV5903  ___________________________________________________________________
 KV5903* NAD 83(1996)-  40 12 49.11867(N)    074 35 59.64910(W)     ADJUSTED  
 KV5903* NAVD 88     -        35.111  (meters)     115.19   (feet)  ADJUSTED  
 KV5903  ___________________________________________________________________
 KV5903  X           -   1,295,238.620 (meters)                     COMP
 KV5903  Y           -  -4,702,302.906 (meters)                     COMP
 KV5903  Z           -   4,096,131.003 (meters)                     COMP
 KV5903  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 KV5903  ELLIP HEIGHT-           2.39  (meters)          (10/23/02) GPS OBS
 KV5903  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KV5903  DYNAMIC HT  -          35.096 (meters)     115.14  (feet)  COMP
 KV5903  MODELED GRAV-     980,199.2   (mgal)                       NAVD 88
 KV5903
 KV5903  HORZ ORDER  -  FIRST
 KV5903  VERT ORDER  -  FIRST     CLASS II
 KV5903  ELLP ORDER  -  FOURTH    CLASS I
 KV5903
 KV5903.This mark is at Trenton-Robbinsville Airport (N87)
 KV5903
 KV5903.The horizontal coordinates were established by GPS observations
 KV5903.and adjusted by the National Geodetic Survey in May 1999..
 KV5903
 KV5903.The orthometric height was determined by differential leveling
 KV5903.and adjusted by the National Geodetic Survey in September 1996..
 KV5903
 KV5903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5903
 KV5903.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5903
 KV5903.The ellipsoidal height was determined by GPS observations
 KV5903.and is referenced to NAD 83.
 KV5903
 KV5903.The geoid height was determined by GEOID03.
 KV5903
 KV5903.The dynamic height is computed by dividing the NAVD 88
 KV5903.geopotential number by the normal gravity value computed on the
 KV5903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV5903.degrees latitude (g = 980.6199 gals.).
 KV5903
 KV5903.The modeled gravity was interpolated from observed gravity values.
 KV5903
 KV5903;                    North         East     Units Scale Factor Converg.
 KV5903;SPC NJ       -   153,239.152   141,496.434   MT  0.99990089   -0 03 52.2
 KV5903;SPC NJ       -   502,752.12    464,226.22   sFT  0.99990089   -0 03 52.2
 KV5903;UTM  18      - 4,451,546.808   534,045.573   MT  0.99961427   +0 15 30.0
 KV5903
 KV5903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5903!SPC NJ       -   0.99999963  x   0.99990089  =   0.99990052
 KV5903!UTM  18      -   0.99999963  x   0.99961427  =   0.99961390
 KV5903
 KV5903:                Primary Azimuth Mark                     Grid Az
 KV5903:SPC NJ       -  ROBBINSVILLE PRIMARY PAIR 1              275 31 47.1
 KV5903:UTM  18      -  ROBBINSVILLE PRIMARY PAIR 1              275 12 24.9
 KV5903
 KV5903|---------------------------------------------------------------------|
 KV5903| PID    Reference Object                     Distance      Geod. Az  |
 KV5903|                                                           dddmmss.s |
 KV5903| KV5902 ROBBINSVILLE PRIMARY PAIR 1         APPROX. 0.8 KM 2752754.9 |
 KV5903|---------------------------------------------------------------------|
 KV5903
 KV5903                          SUPERSEDED SURVEY CONTROL
 KV5903
 KV5903  ELLIP H (05/14/99)    2.38   (m)                       GP(       ) 4 1
 KV5903  NAD 83(1992)-  40 12 49.11786(N)    074 35 59.64903(W) AD(       ) 1
 KV5903  ELLIP H (12/16/96)    2.34   (m)                       GP(       ) 2 1
 KV5903  NAD 83(1986)-  40 12 49.11889(N)    074 35 59.65172(W) AD(       ) 1
 KV5903  NAD 83(1991)-  40 12 49.11736(N)    074 35 59.64894(W) AD(       ) 2
 KV5903  ELLIP H (01/27/92)    2.53   (m)                       GP(       ) 4 1
 KV5903  NAD 83(1986)-  40 12 49.11666(N)    074 35 59.64972(W) AD(       ) 2
 KV5903  NAD 27      -  40 12 48.72105(N)    074 36 01.08880(W) AD(       ) 2
 KV5903  NAVD 88 (12/16/96)   35.11   (m)          115.2    (f) LEVELING    3  
 KV5903  NGVD 29 (09/20/93)   35.4    (m)          116.     (f) GPS OBS        
 KV5903
 KV5903.Superseded values are not recommended for survey control.
 KV5903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5903.See file dsdata.txt to determine how the superseded data were derived.
 KV5903
 KV5903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3404651547(NAD 83)
 KV5903_MARKER: F = FLANGE-ENCASED ROD
 KV5903_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5903_SP_SET: STAINLESS STEEL ROD
 KV5903_STAMPING: ROBBINSVILLE PP2 1987
 KV5903_MARK LOGO: NGS   
 KV5903_PROJECTION: RECESSED 10 CENTIMETERS
 KV5903_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5903+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV5903_ROD/PIPE-DEPTH: 13.4 meters
 KV5903
 KV5903  HISTORY     - Date     Condition        Report By
 KV5903  HISTORY     - 1987     MONUMENTED       AEROS
 KV5903  HISTORY     - 1987     GOOD             AEROS
 KV5903  HISTORY     - 19920313 GOOD             NJGS
 KV5903  HISTORY     - 19950221 GOOD             TWT
 KV5903  HISTORY     - 19950418 GOOD             NJGS
 KV5903  HISTORY     - 20010915 GOOD             NGS
 KV5903  HISTORY     - 20020202 GOOD             NJGS
 KV5903
 KV5903                          STATION DESCRIPTION
 KV5903
 KV5903'DESCRIBED BY AERO SERVICE CORPORATION 1987 (UNK)
 KV5903'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MI)
 KV5903'EAST-SOUTHEAST OF THE TOWN OF ROBBINSVILLE, 3.7 KM (2.3 MI)
 KV5903'SOUTH-SOUTHWEST OF WINDSOR, 4.0 KM (2.5 MI) NORTH-NORHTWEST OF
 KV5903'ALLENTOWN, WITHIN THE BOUNDARY OF THE TRENTON-ROBBINSVILLE AIRPORT.
 KV5903'OWNERSHIP--MR. EDWARD G. EGET, 106 B SHARON ROAD, ROBBINSVILLE, NEW
 KV5903'JERSEY 08691.  MANAGER--MR. CHARLES STODDARD, 106 B SHARON ROAD,
 KV5903'ROBBINSVILLE, NEW JERSEY 08691, PHONE NUMBER (609)587-1250 OR
 KV5903'(609)585-9520.  MR. STODDARD SHOULD BE CONTACTED PRIOR TO SURVEY.
 KV5903'
 KV5903'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 195, EXIT
 KV5903'NUMBER 5, AND U.S. HIGHWAY 130 LOCATED 1.20 KM (0.75 MI) SOUTHWEST
 KV5903'OF THE TOWN OF ROBBINSVILLE, MERCER COUNTY, NEW JERSEY, GO
 KV5903'NORTHEAST FOR 2.17 KM (1.35 MI) ON U.S. HIGHWAY 130 TO THE
 KV5903'JUNCTIONS OF STATE ROUTE 33, AND SHARON ROAD ON THE RIGHT.
 KV5903'TURN RIGHT AND GO EAST FOR 1.29 KM (0.8 MI) ON SHARON ROAD TO THE
 KV5903'TRENTON-ROBBINSVILLE AIRPORT ENTRANCE ON THE RIGHT AND THE STATION
 KV5903'AS DESCRIBED.
 KV5903'
 KV5903'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KV5903'FLANGE WITH ACCESS COVER IS STAMPED---ROBBINSVILLE PP2 1987---, AND
 KV5903'IS FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KV5903'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT THE DEPTH OF 13.4 METERS
 KV5903'(44 FT), AND IS RECESSED 10 CM BELOW THE GROUND.  LOCATED
 KV5903'17.5 METERS (57.5 FT) SOUTH FROM THE CENTERLINE OF THE RUNWAY,
 KV5903'57.9 METERS (190.0 FT) EAST FROM THE CENTER OF THE TAXIWAY LEADING
 KV5903'TO THE RUNWAY,
 KV5903'3.6 METERS (11.8 FT) SOUTH FROM A RUNWAY LIGHT,
 KV5903'1.2 METERS (4.0 FT) NORTH FROM A CARSONITE WITNESS POST.
 KV5903
 KV5903                          STATION RECOVERY (1987)
 KV5903
 KV5903'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 KV5903'RECOVERED IN GOOD CONDITION.
 KV5903
 KV5903                          STATION RECOVERY (1992)
 KV5903
 KV5903'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV5903'THE STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) EAST SOUTHEAST OF THE
 KV5903'TOWN OF ROBBINSVILLE, 3.7 KM (2.30 MI) SOUTH SOUTHWEST OF WINDSOR,
 KV5903'4.0 KM (2.50 MI) NORTH NORTHWEST OF ALLENTOWN, WITHIN THE BOUNDARY OF
 KV5903'THE TRENTON ROBBINSVILLE AIRPORT.  OWNERSHIP, MR. EDWARD G. EGET, 106
 KV5903'B SHARON ROAD, ROBBINSVILLE, NEW JERSEY 08691.  MANAGER, MR. CHARLES
 KV5903'STODDARD, SAME ADDRESS, PHONE  609 587 1250 OR 609 585 9520.  CONTACT
 KV5903'MR. STODDARD FOR PERMISSION TO OCCUPY THE STATION.  TO REACH THE
 KV5903'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 195, EXIT 5 AND U.S.
 KV5903'HIGHWAY 130 LOCATED 1.2 KM (0.75 MI) SOUTHWEST OF ROBBINSVILLE, GO
 KV5903'2.17 KM (1.35 MI) NORTHEAST ON U.S. HIGHWAY 130 TO THE JUNCTION WITH
 KV5903'SHARON ROAD.  TURN RIGHT AND GO 1.29 KM (0.80 MI) EAST ON SHARON ROAD
 KV5903'TO THE AIRPORT ENTRANCE AND THE STATION ON THE LEFT.  THE STATION IS
 KV5903'17.5 M (57.4 FT) SOUTH FROM THE CENTERLINE OF THE RUNWAY, 57.9 M
 KV5903'(190.0 FT) EAST FROM THE CENTER OF THE TAXIWAY LEADING TO THE RUNWAY,
 KV5903'3.6 M (11.8 FT) SOUTH FROM A RUNWAY LIGHT AND 1.2 M (3.9 FT) NORTH
 KV5903'FROM A CARSONITE WITNESS POST.  THE STATION IS A STANDARD NGS THREE
 KV5903'DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS COVER IS STAMPED
 KV5903'ROBBINSVILLE PP2 1987 AND IS SET FLUSH WITH THE GROUND.  THE STATION
 KV5903'IS A NINE SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD DRIVEN TO
 KV5903'REFUSAL AT A DEPTH OF 13.4 M (44.0 FT) AND IS RECESSED 10 CM BELOW
 KV5903'THE GROUND.
 KV5903
 KV5903                          STATION RECOVERY (1995)
 KV5903
 KV5903'RECOVERY NOTE BY TWT CONS ENG 1995 (WPD)
 KV5903'RECOVERED AS DESCRIBED.
 KV5903
 KV5903                          STATION RECOVERY (1995)
 KV5903
 KV5903'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV5903'RECOVERED AS DESCRIBED.
 KV5903
 KV5903                          STATION RECOVERY (2001)
 KV5903
 KV5903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (KRN)
 KV5903'THE STATION IS LOCATED EAST OF TRENTON, ABOUT 2 MILES NORTH OF
 KV5903'ALLENTOWN, AND 1 MILE EAST OF ROBBINSVILLE, ON THE
 KV5903'TRENTON-ROBBINSVILLE AIRPORT, SOUTH OF THE CENTER OF THE EAST-
 KV5903'WEST RUNWAY.
 KV5903' 
 KV5903'OWNERSHIP--MARK SANTERIAN, 106B SHARON ROAD, ROBBINSVILLE, NJ
 KV5903'08691.
 KV5903'AIRPORT MANAGER--MARK STRASZEWSKI, 106 SHARON ROAD, ROBBINSVILLE
 KV5903'NJ 08691.  PHONE 609-259-1059.
 KV5903'YOU MUST RECEIVE PRIOR APPROVAL TO ACCESS THE AIRPORT.
 KV5903' 
 KV5903'TO REACH THE AIRPORT FROM THE JUNCTION OF INTERSTATE HIGHWAY 195
 KV5903'- EXIT 5 - AND U.S. HIGHWAY 130, GO 1.4 MILES NORTH ON HIGHWAY 130 TO
 KV5903'SHARON ROAD.  TURN RIGHT, EAST, ON SHARON ROAD AND CONTINUE FOR
 KV5903'0.9 MILES TO THE TRENTON-ROBBINSONVILLE HANGER.  PASS THROUGH
 KV5903'THE GATE AND GO 0.08 MILE, CROSSING THE PARKING APRON TO A
 KV5903'PARALLEL TAXIWAY.   CROSS THE TAXIWAY AND RUNWAY AT THE
 KV5903'CENTER CONNECTOR TAXIWAY TO THE STATION ON THE LEFT.
 KV5903' 
 KV5903'THE STATION IS 187.0 FT EAST OF THE EXTENDED CENTERLINE OF THE
 KV5903'CONNECTOR TAXIWAY.  132.6 FEET WEST OF THE 2ND RUNWAY LIGHT EAST
 KV5903'OF THE CONNECTOR.  65.3 FEET EAST OF THE FIRST RUNWAY LIGHT EAST OC
 KV5903'THE CENTERLINE OF THE CONNECTOR TAXIWAY.  17.1 FEET SOUTH OF THE
 KV5903'SOUTH EDGE OF THE RUNWAY.  1 FOOT BELOW THE SURFACE OF THE
 KV5903'RUNWAY.  ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 KV5903' 
 KV5903'THIS STATION IS A SECONDARY AIRPORT CONTROL STATION  (SACS).
 KV5903' 
 KV5903' 
 KV5903' 
 KV5903'
 KV5903
 KV5903                          STATION RECOVERY (2002)
 KV5903
 KV5903'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV5903'RECOVERED AS DESCRIBED
 KV5903' 
 KV5903'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2568 ***********************************************************************
 JU2568  DESIGNATION -  ROBINETTE
 JU2568  PID         -  JU2568
 JU2568  STATE/COUNTY-  NJ/SALEM
 JU2568  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU2568
 JU2568                         *CURRENT SURVEY CONTROL
 JU2568  ___________________________________________________________________
 JU2568* NAD 83(1996)-  39 38 43.58786(N)    075 32 30.92594(W)     ADJUSTED  
 JU2568* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 JU2568  ___________________________________________________________________
 JU2568  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 JU2568  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JU2568
 JU2568  HORZ ORDER  -  THIRD
 JU2568
 JU2568.The horizontal coordinates were established by classical geodetic methods
 JU2568.and adjusted by the National Geodetic Survey in September 1999..
 JU2568
 JU2568.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2568
 JU2568.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2568
 JU2568.The geoid height was determined by GEOID03.
 JU2568
 JU2568;                    North         East     Units Scale Factor Converg.
 JU2568;SPC NJ       -    90,670.043    60,575.652   MT  0.99999842   -0 39 53.4
 JU2568;SPC NJ       -   297,473.30    198,738.62   sFT  0.99999842   -0 39 53.4
 JU2568;SPC DE       -   182,670.483   189,248.741   MT  0.99999642   -0 04 47.7
 JU2568;SPC DE       -   599,311.41    620,893.58   sFT  0.99999642   -0 04 47.7
 JU2568;UTM  18      - 4,388,546.153   453,503.049   MT  0.99962662   -0 20 44.8
 JU2568
 JU2568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2568!SPC NJ       -   1.00000488  x   0.99999842  =   1.00000330
 JU2568!SPC DE       -   1.00000488  x   0.99999642  =   1.00000130
 JU2568!UTM  18      -   1.00000488  x   0.99962662  =   0.99963150
 JU2568
 JU2568                          SUPERSEDED SURVEY CONTROL
 JU2568
 JU2568  NAD 83(1991)-  39 38 43.58785(N)    075 32 30.92595(W) AD(       ) 3
 JU2568  NAD 83(1986)-  39 38 43.58170(N)    075 32 30.93327(W) AD(       ) 3
 JU2568  NGVD 29 (06/08/88)    2.3    (m)            8.     (f) VERT ANG       
 JU2568
 JU2568.Superseded values are not recommended for survey control.
 JU2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2568.See file dsdata.txt to determine how the superseded data were derived.
 JU2568
 JU2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5350388546(NAD 83)
 JU2568_MARKER: DD = SURVEY DISK
 JU2568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU2568_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2568+STABILITY: SURFACE MOTION
 JU2568
 JU2568  HISTORY     - Date     Condition        Report By
 JU2568  HISTORY     - 1982     MONUMENTED       NOS
 JU2568
 JU2568                          STATION DESCRIPTION
 JU2568
 JU2568'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU2568'THE STATION IS LOCATED IN THE TOWN OF PENNS BEACH, TOWNSHIP OF
 JU2568'PENNSVILLE AT KELLY POINT.
 JU2568'
 JU2568'TO REACH THE STATION FROM THE JUNCTION OF NJ 49 AND FORT
 JU2568'MOTT ROAD IN PENNS BEACH, GO WEST ON KANSAS ROAD TO THE
 JU2568'SHORELINE AND ITS JUNCTION WITH RIVIERA DRIVE.  TURN LEFT AND
 JU2568'GO SOUTHWEST ON RIVIERA DRIVE FOR 0.8 KM (0.5 MILES) TO A
 JU2568'PARKING LOT ON THE PROMINENT BULKHEADED POINT KNOWN AS KELLY
 JU2568'POINT.
 JU2568'
 JU2568'THE STATION IS A STANDARD NOS DISK
 JU2568'STAMPED---ROBINETTE 1982---,
 JU2568'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU2568'FLUSH WITH GROUND.  IT IS LOCATED
 JU2568'ON THE TIP OF THE POINT BETWEEN THE PARKING LOT AND THE BULKHEAD.
 JU2568'
 JU2568'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.58 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2969 ***********************************************************************
 JU2969  DESIGNATION -  ROBINSON
 JU2969  PID         -  JU2969
 JU2969  STATE/COUNTY-  NJ/CUMBERLAND
 JU2969  USGS QUAD   -  HEISLERVILLE (1977)
 JU2969
 JU2969                         *CURRENT SURVEY CONTROL
 JU2969  ___________________________________________________________________
 JU2969* NAD 83(1996)-  39 10 51.57661(N)    074 55 54.88445(W)     ADJUSTED  
 JU2969* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU2969  ___________________________________________________________________
 JU2969  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 JU2969  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 JU2969
 JU2969  HORZ ORDER  -  SECOND
 JU2969
 JU2969.The horizontal coordinates were established by classical geodetic methods
 JU2969.and adjusted by the National Geodetic Survey in September 1999..
 JU2969
 JU2969.The orthometric height was scaled from a topographic map.
 JU2969
 JU2969.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2969
 JU2969.The geoid height was determined by GEOID03.
 JU2969
 JU2969;                    North         East     Units Scale Factor Converg.
 JU2969;SPC NJ       -    38,680.708   112,684.155   MT  0.99991714   -0 16 22.3
 JU2969;SPC NJ       -   126,904.96    369,697.93   sFT  0.99991714   -0 16 22.3
 JU2969;SPC DE       -   131,210.646   241,885.222   MT  1.00001659   +0 18 22.5
 JU2969;SPC DE       -   430,480.26    793,585.10   sFT  1.00001659   +0 18 22.5
 JU2969;UTM  18      - 4,336,864.147   505,880.779   MT  0.99960043   +0 02 34.9
 JU2969
 JU2969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2969!SPC NJ       -   1.00000551  x   0.99991714  =   0.99992265
 JU2969!SPC DE       -   1.00000551  x   1.00001659  =   1.00002210
 JU2969!UTM  18      -   1.00000551  x   0.99960043  =   0.99960593
 JU2969
 JU2969:                Primary Azimuth Mark                     Grid Az
 JU2969:SPC NJ       -  DENNIS CREEK REAR RANGE LIGHT            116 45 22.0
 JU2969:SPC DE       -  DENNIS CREEK REAR RANGE LIGHT            116 10 37.2
 JU2969:UTM  18      -  DENNIS CREEK REAR RANGE LIGHT            116 26 24.8
 JU2969
 JU2969|---------------------------------------------------------------------|
 JU2969| PID    Reference Object                     Distance      Geod. Az  |
 JU2969|                                                           dddmmss.s |
 JU2969| JU2971 DENNIS CREEK REAR RANGE LIGHT       APPROX. 3.6 KM 1162859.7 |
 JU2969| CB2944 ROBINSON RM 2                        50.914 METERS 13312     |
 JU2969| CB2943 ROBINSON RM 1                        44.224 METERS 22250     |
 JU2969| JU3365 EAST POINT LIGHT                    APPROX. 8.4 KM 2812242.0 |
 JU2969| JU3366 EAST                                APPROX. 8.2 KM 2815753.3 |
 JU2969|---------------------------------------------------------------------|
 JU2969
 JU2969                          SUPERSEDED SURVEY CONTROL
 JU2969
 JU2969  NAD 83(1991)-  39 10 51.56312(N)    074 55 54.88475(W) AD(       ) 2
 JU2969  NAD 83(1986)-  39 10 51.55864(N)    074 55 54.88919(W) AD(       ) 2
 JU2969  NAD 27      -  39 10 51.14800(N)    074 55 56.26500(W) AD(       ) 2
 JU2969
 JU2969.Superseded values are not recommended for survey control.
 JU2969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2969.See file dsdata.txt to determine how the superseded data were derived.
 JU2969
 JU2969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0588136864(NAD 83)
 JU2969_MARKER: DS = TRIANGULATION STATION DISK
 JU2969_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU2969_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU2969
 JU2969  HISTORY     - Date     Condition        Report By
 JU2969  HISTORY     - 1933     MONUMENTED       CGS
 JU2969  HISTORY     - 1937     GOOD             CGS
 JU2969  HISTORY     - 1940     SEE DESCRIPTION  CGS
 JU2969  HISTORY     - 1974     MARK NOT FOUND   NGS
 JU2969
 JU2969                          STATION DESCRIPTION
 JU2969
 JU2969'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU2969'THIS STATION IS ABOUT 16 MILES SSW OF MILLVILLE, 1 MILE ESE OF
 JU2969'THE SETTLEMENT CALLED ROBINSONS BEACH ON U.S.C. AND G.S. CHART
 JU2969'1218 (LOCALLY KNOWN AS MOORES BEACH) AND 1-1/4 MILES WNW OF
 JU2969'THE ENTRANCE OF WEST CREEK.  IT IS SET ON THE CREST OF THE
 JU2969'SAND RIDGE BETWEEN DELAWARE BAY AND THE SALT MARSHES TO THE
 JU2969'E.  THE MARK IS 10 FEET NE OF HIGH WATER MARK AND PROJECTS 10
 JU2969'INCHES.
 JU2969'
 JU2969'STATION MARK IS A STANDARD BRONZE DISK SET IN TILE AS
 JU2969'DESCRIBED IN NOTE 6A.  UNDERGROUND MARK IS BLOCK OF CONCRETE
 JU2969'BELOW THE GROUND CONTAINING A STANDARD DISK AS DESCRIBED IN NOTE
 JU2969'7A.  REFERENCE MARKS NOS.1 AND 2 ARE STANDARD BRONZE DISKS SET
 JU2969'IN CONCRETE IN THE TOP OF A TILE AS DESCRIBED IN NOTE 13A.
 JU2969'
 JU2969'THIS STATION CAN BE REACHED BY BOAT (REFERENCE- HARRY
 JU2969'GATES-POINT NORRIS, NEW JERSEY) OR BY TRUCK TO MOORES BEACH
 JU2969'AND ON FOOT ALONG THE BEACH TO THE STATION.
 JU2969'
 JU2969'REFERENCE MARK NO.1 IS SE OF THE STATION, 100 FEET NE OF HIGH
 JU2969'WATER MARK AND PROJECTS 14 INCHES.
 JU2969'
 JU2969'REFERENCE MARK NO. 2 IS NE OF THE STATION, 75 FEET NE OF HIGH
 JU2969'WATER MARK AND PROJECTS 14 INCHES.
 JU2969
 JU2969                          STATION RECOVERY (1937)
 JU2969
 JU2969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LAH)
 JU2969'STATION RECOVERED AS DESCRIBED.  A COPY FOLLOWS--
 JU2969'
 JU2969'THIS STATION IS ABOUT 16 MILES SSW OF MILLVILLE, 1 MILE ESE OF
 JU2969'THE SETTLEMENT CALLED ROBINSONS BEACH ON THE U.S.C. AND
 JU2969'G.S. CHART 1218 (LOCALLY KNOWN AS MOORES BEACH) AND 1-1/4 MILES
 JU2969'WNW OF THE ENTRANCE OF WEST CREEK.  IT IS SET ON THE CREST OF
 JU2969'THE SAND RIDGE BETWEEN DELAWARE BAY AND THE SALT MARSHES TO THE
 JU2969'E.  THE MARK IS 10 FEET NE OF HIGH WATER MARK AND PROJECTS 10
 JU2969'INCHES.
 JU2969'
 JU2969'REFERENCE MARK NO. 2 IS NE OF THE STATION, 75 FEET NE OF HIGH
 JU2969'WATER MARK AND PROJECTS 14 INCHES.  (RECOVERED IN GOOD CONDITION).
 JU2969'
 JU2969'REFERENCE MARK NO.1 IS SE OF STATION, 100 FEET NE OF HIGH WATER
 JU2969'MARK AND PROJECTS 14 INCHES.  (DESTROYED JUNE 1937).
 JU2969'
 JU2969'ADD TO THE DESCRIPTION OF THE STATION MARK--THE MARK IS AT
 JU2969'HIGH WATER MARK AND PROJECTS ABOUT 20 INCHES.
 JU2969'
 JU2969'A NEW REFERENCE MARK WAS SET, 3 FEET SE OF THE OLD REFERENCE
 JU2969'MARK NO.1, 90 FEET NE OF HIGH WATER MARK IN THE EDGE OF A LINE
 JU2969'OF BAY BUSHES.  A STANDARD REFERENCE MARK DISK STAMPED
 JU2969'R.M. NO.1 1937 SET IN CONCRETE IN A 12-INCH DRAIN TILE, AND
 JU2969'PROJECTS ABOUT 8 INCHES.
 JU2969
 JU2969                          STATION RECOVERY (1940)
 JU2969
 JU2969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LAH)
 JU2969'THIS STATION IS DESTROYED, BOTH THE SURFACE AND SUBSURFACE MARKS
 JU2969'ARE GONE NOW.
 JU2969
 JU2969                          STATION RECOVERY (1974)
 JU2969
 JU2969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU2969'A SEARCH WAS MADE FOR THE STATION AND NO MARKS WERE FOUND.  THE
 JU2969'ENTIRE AREA AROUND WHERE THE STATION WAS LOCATED, HAS BEEN
 JU2969'WASHED AWAY.  THE PROPERTY OWNER STATED THAT HE NEVER RECALLED
 JU2969'SEEING THE MARKERS AND HE HAS BEEN IN THE AREA ABOUT 10 YEARS.
 JU2969'
 JU2969'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2969'16 MILES SSW OF MILLVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4110 ***********************************************************************
 KV4110  DESIGNATION -  ROCK
 KV4110  PID         -  KV4110
 KV4110  STATE/COUNTY-  NJ/HUDSON
 KV4110  USGS QUAD   -  WEEHAWKEN (1995)
 KV4110
 KV4110                         *CURRENT SURVEY CONTROL
 KV4110  ___________________________________________________________________
 KV4110* NAD 83(1996)-  40 45 32.39589(N)    074 05 44.46754(W)     ADJUSTED  
 KV4110* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4110  ___________________________________________________________________
 KV4110  LAPLACE CORR-           6.58  (seconds)                    DEFLEC99
 KV4110  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KV4110
 KV4110  HORZ ORDER  -  THIRD
 KV4110
 KV4110.The horizontal coordinates were established by classical geodetic methods
 KV4110.and adjusted by the National Geodetic Survey in September 1999..
 KV4110
 KV4110.The orthometric height was scaled from a topographic map.
 KV4110
 KV4110.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4110
 KV4110.The geoid height was determined by GEOID03.
 KV4110
 KV4110;                    North         East     Units Scale Factor Converg.
 KV4110;SPC NJ       -   213,865.321   184,137.313   MT  0.99991434   +0 15 50.3
 KV4110;SPC NJ       -   701,656.47    604,123.83   sFT  0.99991434   +0 15 50.3
 KV4110;SPC NY L     -    65,780.525   291,920.269   MT  0.99999616   -0 03 45.3
 KV4110;SPC NY L     -   215,814.94    957,741.75   sFT  0.99999616   -0 03 45.3
 KV4110;UTM  18      - 4,512,397.506   576,331.063   MT  0.99967171   +0 35 25.6
 KV4110
 KV4110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4110!SPC NJ       -   1.00000461  x   0.99991434  =   0.99991895
 KV4110!SPC NY L     -   1.00000461  x   0.99999616  =   1.00000077
 KV4110!UTM  18      -   1.00000461  x   0.99967171  =   0.99967632
 KV4110
 KV4110:                Primary Azimuth Mark                     Grid Az
 KV4110:SPC NJ       -  D L AND W RR BRIDGE E END STK            032 27 32.6
 KV4110:SPC NY L     -  D L AND W RR BRIDGE E END STK            032 47 08.2
 KV4110:UTM  18      -  D L AND W RR BRIDGE E END STK            032 07 57.3
 KV4110
 KV4110|---------------------------------------------------------------------|
 KV4110| PID    Reference Object                     Distance      Geod. Az  |
 KV4110|                                                           dddmmss.s |
 KV4110| KV4104 D L AND W RR BRIDGE E END STK       APPROX. 2.2 KM 0324322.9 |
 KV4110| KV4099 HARBOR LINE 1913 RM 8               451.127 METERS 0461944.3 |
 KV4110| KV4093 SECAUCUS HUDSON PENITENT CHIM       APPROX. 0.7 KM 0674556.5 |
 KV4110| KV4115 TRAP                                APPROX. 0.6 KM 0993206.9 |
 KV4110| KV4113 ERIE DRAW BRIDGE CHIMNEY            211.510 METERS 11147     |
 KV4110| CB5546 ROCK RM 2                            17.465 METERS 14452     |
 KV4110| CB5545 ROCK RM 1                            22.336 METERS 26634     |
 KV4110| KV4064 KINGSLAND LACKAWANNA RR CHIM        APPROX. 4.9 KM 3410021.7 |
 KV4110|---------------------------------------------------------------------|
 KV4110
 KV4110                          SUPERSEDED SURVEY CONTROL
 KV4110
 KV4110  NAD 83(1996)-  40 45 32.39581(N)    074 05 44.46766(W) AD(       ) 3
 KV4110  NAD 83(1996)-  40 45 32.39493(N)    074 05 44.46934(W) AD(       ) 3
 KV4110  NAD 83(1992)-  40 45 32.39406(N)    074 05 44.47013(W) AD(       ) 3
 KV4110  NAD 83(1986)-  40 45 32.39627(N)    074 05 44.47048(W) AD(       ) 3
 KV4110  NAD 27      -  40 45 32.03100(N)    074 05 45.95500(W) AD(       ) 3
 KV4110
 KV4110.Superseded values are not recommended for survey control.
 KV4110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4110.See file dsdata.txt to determine how the superseded data were derived.
 KV4110
 KV4110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7633112398(NAD 83)
 KV4110_MARKER: DS = TRIANGULATION STATION DISK
 KV4110_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4110_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4110
 KV4110  HISTORY     - Date     Condition        Report By
 KV4110  HISTORY     - 1913     MONUMENTED       CGS
 KV4110  HISTORY     - 1932     GOOD             CGS
 KV4110  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV4110
 KV4110                          STATION DESCRIPTION
 KV4110
 KV4110'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4110'STATION IS ON THE W SIDE OF HACKENSACK RIVER JUST ABOVE THE E END
 KV4110'OF THE ERIE RAILROAD BRIDGE AND ABOUT 1/4 MILE BELOW THE MOUTH OF
 KV4110'SAWMILL CREEK.  THE STATION IS ON AN EMBANKMENT BELONGING TO THE
 KV4110'RAILROAD, 4 METERS FROM ITS EDGE AND ABOUT 100 METERS FROM
 KV4110'HIGH-WATER LINE.  IT IS MARKED BY A C. AND G.S. STANDARD BRASS
 KV4110'DISK CEMENTED IN THE TOP OF A 4-INCH TILE PIPE AND SUNK TO THE
 KV4110'GROUND LEVEL.
 KV4110'
 KV4110'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CONCRETE CONTAINED IN
 KV4110'A PIECE OF 4-INCH TILE PIPE AND SUNK TO THE SURFACE LEVEL, ARE
 KV4110'PLACED RESPECTIVELY 73.28 FEET TO THE NORTHWESTWARD AND 57.30 FEET
 KV4110'TO THE SOUTH-SOUTHWESTWARD OF THE STATION.
 KV4110
 KV4110                          STATION RECOVERY (1932)
 KV4110
 KV4110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4110'STATION RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 KV4110'
 KV4110'A COMPLETE DESCRIPTION FOLLOWS--
 KV4110'
 KV4110'THIS STATION IS ON THE W SIDE OF THE HACKENSACK RIVER IN
 KV4110'SECAUCUS.  IT IS 3 METERS S OF THE NEAR RAIL OF THE 2-TRACK LINE
 KV4110'OF THE ERIE RAILROAD (GREENWOOD LAKE DIVISION) AND APPROXIMATELY
 KV4110'100 METERS W OF HIGH-WATER LINE OF THE HACKENSACK RIVER, BETWEEN
 KV4110'THE 6TH AND 7TH POLES (FROM THE RIVER) OF A HIGH TENSION LINE ON
 KV4110'THE S SIDE OF THE RAILROAD EMBANKMENT.
 KV4110'
 KV4110'NO REFERENCE MARKS WERE RECOVERED.
 KV4110'
 KV4110'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4110'
 KV4110'TO NEAR EDGE OF NEAR RAIL 3.03 METERS
 KV4110'
 KV4110'TO 6TH POLE FROM RIVER 21.65 METERS
 KV4110'
 KV4110'TO 7TH POLE FROM RIVER 2.74 METERS
 KV4110'
 KV4110'THERE IS SUFFICIENT ROOM AND FAIR FOOTING ON THE CINDER FILL FOR
 KV4110'CENTRAL TRIPOD SET-UPS.
 KV4110
 KV4110                          STATION RECOVERY (1932)
 KV4110
 KV4110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RCB)
 KV4110'STATION LOST.  A BROKEN CONCRETE COLLAR WITH U.S.C. AND
 KV4110'G.S. IMPRESSED ON IT WAS FOUND AT THE POINT WHERE THE STATION SHOULD
 KV4110'BE.  NO SIGN OF THE STATION MARK WAS FOUND AFTER A REASONABLE
 KV4110'AMOUNT OF TIME WAS SPENT SEARCHING FOR IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1232 ***********************************************************************
 KV1232  DESIGNATION -  ROCKAWAY
 KV1232  PID         -  KV1232
 KV1232  STATE/COUNTY-  NJ/MORRIS
 KV1232  USGS QUAD   -  DOVER (1981)
 KV1232
 KV1232                         *CURRENT SURVEY CONTROL
 KV1232  ___________________________________________________________________
 KV1232* NAD 83(1986)-  40 53 59.     (N)    074 30 41.     (W)     SCALED    
 KV1232* NAVD 88     -       162.419  (meters)     532.87   (feet)  ADJUSTED  
 KV1232  ___________________________________________________________________
 KV1232  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KV1232  DYNAMIC HT  -         162.348 (meters)     532.64  (feet)  COMP
 KV1232  MODELED GRAV-     980,184.9   (mgal)                       NAVD 88
 KV1232
 KV1232  VERT ORDER  -  SECOND    CLASS 0
 KV1232
 KV1232.The horizontal coordinates were scaled from a topographic map and have
 KV1232.an estimated accuracy of +/- 6 seconds.
 KV1232
 KV1232.The orthometric height was determined by differential leveling
 KV1232.and adjusted by the National Geodetic Survey in June 1991..
 KV1232
 KV1232.The geoid height was determined by GEOID03.
 KV1232
 KV1232.The dynamic height is computed by dividing the NAVD 88
 KV1232.geopotential number by the normal gravity value computed on the
 KV1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1232.degrees latitude (g = 980.6199 gals.).
 KV1232
 KV1232.The modeled gravity was interpolated from observed gravity values.
 KV1232
 KV1232;                    North         East    Units  Estimated Accuracy
 KV1232;SPC NJ       -   229,410.      149,040.      MT  (+/- 180 meters Scaled)
 KV1232
 KV1232                          SUPERSEDED SURVEY CONTROL
 KV1232
 KV1232  NGVD 29 (??/??/??)  162.665  (m)          533.68   (f) ADJUSTED    2 0
 KV1232
 KV1232.Superseded values are not recommended for survey control.
 KV1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1232.See file dsdata.txt to determine how the superseded data were derived.
 KV1232
 KV1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL411277(NAD 83)
 KV1232_MARKER: DB = BENCH MARK DISK
 KV1232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1232_SP_SET: CONCRETE BASE
 KV1232_STAMPING: ROCKAWAY 1935
 KV1232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1232
 KV1232  HISTORY     - Date     Condition        Report By
 KV1232  HISTORY     - 1935     MONUMENTED       CGS
 KV1232  HISTORY     - 1986     GOOD             USPSQD
 KV1232  HISTORY     - 20050320 MARK NOT FOUND   GEOCAC
 KV1232
 KV1232                          STATION DESCRIPTION
 KV1232
 KV1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1232'AT ROCKAWAY.
 KV1232'AT ROCKAWAY, MORRIS COUNTY, ONE BLOCK NORTH OF THE CENTRAL RAILROAD
 KV1232'CO. OF NEW JERSEY STATION, AT THE CITY HALL, AT THE SOUTHEAST CORNER
 KV1232'OF THE BUILDING, AT THE DOOR MARKED 'CITY CLERK UPSTAIRS', AND IN
 KV1232'THE TOP OF THE CONCRETE BASE. A STANDARD DISK, STAMPED ROCKAWAY 1935.
 KV1232
 KV1232                          STATION RECOVERY (1986)
 KV1232
 KV1232'RECOVERY NOTE BY US POWER SQUADRON 1986 (JRO)
 KV1232'RECOVERED IN GOOD CONDITION.
 KV1232
 KV1232                          STATION RECOVERY (2005)
 KV1232
 KV1232'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV1232'THREE ADDITIONS HAVE BEEN ADDED TO THE BACK OF THE ROCKAWAY BOROUGH
 KV1232'HALL.  THE BENCHMARK CANNOT BE FOUND.
 KV1232'THE CORRECT COORDINATES FOR ROCKAWAY BOROUGH HALL (SW CORNER) ARE N 40
 KV1232'53.983 W 74 30.687.  THE COORDINATES LISTED ARE ONE MINUTE OFF IN BOTH
 KV1232'SETS OF NUMBERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5678 ***********************************************************************
 KV5678  DESIGNATION -  ROEBLING ASSUMPTION CH SPIRE
 KV5678  PID         -  KV5678
 KV5678  STATE/COUNTY-  NJ/BURLINGTON
 KV5678  USGS QUAD   -  BRISTOL (1981)
 KV5678
 KV5678                         *CURRENT SURVEY CONTROL
 KV5678  ___________________________________________________________________
 KV5678* NAD 83(1996)-  40 06 56.61347(N)    074 47 05.57546(W)     ADJUSTED  
 KV5678* NAVD 88     -                                                        
 KV5678  ___________________________________________________________________
 KV5678  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 KV5678  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV5678
 KV5678  HORZ ORDER  -  THIRD
 KV5678
 KV5678.The horizontal coordinates were established by classical geodetic methods
 KV5678.and adjusted by the National Geodetic Survey in September 1999..
 KV5678
 KV5678
 KV5678.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5678
 KV5678.The geoid height was determined by GEOID03.
 KV5678
 KV5678;                    North         East     Units Scale Factor Converg.
 KV5678;SPC NJ       -   142,401.741   125,716.350   MT  0.99990726   -0 11 00.8
 KV5678;SPC NJ       -   467,196.38    412,454.39   sFT  0.99990726   -0 11 00.8
 KV5678;SPC PA S     -    91,115.668   852,721.465   MT  0.99997649   +1 55 25.5
 KV5678;SPC PA S     -   298,935.32  2,797,637.01   sFT  0.99997649   +1 55 25.5
 KV5678;UTM  18      - 4,440,623.971   518,331.373   MT  0.99960414   +0 08 19.0
 KV5678
 KV5678                          SUPERSEDED SURVEY CONTROL
 KV5678
 KV5678  NAD 83(1986)-  40 06 56.61177(N)    074 47 05.57616(W) AD(       ) 4
 KV5678  NAD 27      -  40 06 56.22000(N)    074 47 06.99600(W) AD(       ) 3
 KV5678
 KV5678.Superseded values are not recommended for survey control.
 KV5678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5678.See file dsdata.txt to determine how the superseded data were derived.
 KV5678
 KV5678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1833140624(NAD 83)
 KV5678_MARKER: 90 = CHURCH SPIRE
 KV5678
 KV5678  HISTORY     - Date     Condition        Report By
 KV5678  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5678  HISTORY     - 1976     GOOD             NGS
 KV5678
 KV5678                          STATION DESCRIPTION
 KV5678
 KV5678'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5678'THIS STATION IS THE GOLD CROSS AT THE TIP OF THE SPIRE OF THE
 KV5678'ASSUMPTION CATHOLIC CHURCH ABOUT 1/2 MILE SW OF THE TOWN OF
 KV5678'ROEBLING ON THE FLORENCE ROAD.  THE CHURCH IS A RED BRICK
 KV5678'BUILDING FACING N WITH A SQUARE BRICK TOWER AT THE FRONT CENTER
 KV5678'OF THE BUILDING.  ABOVE THE TOWER IS AN OCTAGONAL SPIRE WITH A
 KV5678'LOUVERED DORMER OPENING ON EACH SIDE.  THIS SHOULD EASILY BE
 KV5678'RECOGNIZED AS IT IS THE ONLY SPIRE IN THE VICINITY.
 KV5678
 KV5678                          STATION RECOVERY (1976)
 KV5678
 KV5678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5678'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT THE NAME ON
 KV5678'THE BUILDING IS HOLY ASSUMPTION CATHOLIC CHURCH.  OTHERWISE,
 KV5678'THE DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5672 ***********************************************************************
 KV5672  DESIGNATION -  ROEBLING CL USE 1935
 KV5672  PID         -  KV5672
 KV5672  STATE/COUNTY-  NJ/BURLINGTON
 KV5672  USGS QUAD   -  BRISTOL (1981)
 KV5672
 KV5672                         *CURRENT SURVEY CONTROL
 KV5672  ___________________________________________________________________
 KV5672* NAD 83(1996)-  40 07 16.67353(N)    074 46 39.13070(W)     ADJUSTED  
 KV5672* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5672  ___________________________________________________________________
 KV5672  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 KV5672  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV5672
 KV5672  HORZ ORDER  -  THIRD
 KV5672
 KV5672.The horizontal coordinates were established by classical geodetic methods
 KV5672.and adjusted by the National Geodetic Survey in September 1999..
 KV5672
 KV5672.The orthometric height was scaled from a topographic map.
 KV5672
 KV5672.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5672
 KV5672.The geoid height was determined by GEOID03.
 KV5672
 KV5672;                    North         East     Units Scale Factor Converg.
 KV5672;SPC NJ       -   143,018.424   126,344.443   MT  0.99990689   -0 10 43.9
 KV5672;SPC NJ       -   469,219.61    414,515.06   sFT  0.99990689   -0 10 43.9
 KV5672;SPC PA S     -    91,755.074   853,326.498   MT  0.99997593   +1 55 42.7
 KV5672;SPC PA S     -   301,033.11  2,799,622.02   sFT  0.99997593   +1 55 42.7
 KV5672;UTM  18      - 4,441,243.988   518,955.799   MT  0.99960442   +0 08 36.1
 KV5672
 KV5672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5672!SPC NJ       -   1.00000473  x   0.99990689  =   0.99991162
 KV5672!SPC PA S     -   1.00000473  x   0.99997593  =   0.99998066
 KV5672!UTM  18      -   1.00000473  x   0.99960442  =   0.99960915
 KV5672
 KV5672                          SUPERSEDED SURVEY CONTROL
 KV5672
 KV5672  NAD 83(1986)-  40 07 16.67185(N)    074 46 39.13221(W) AD(       ) 3
 KV5672  NAD 27      -  40 07 16.27800(N)    074 46 40.54900(W) AD(       ) 3
 KV5672
 KV5672.Superseded values are not recommended for survey control.
 KV5672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5672.See file dsdata.txt to determine how the superseded data were derived.
 KV5672
 KV5672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1895641244(NAD 83)
 KV5672_MARKER: Z = SEE DESCRIPTION
 KV5672_SETTING: 0 = UNSPECIFIED SETTING
 KV5672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5672
 KV5672  HISTORY     - Date     Condition        Report By
 KV5672  HISTORY     - 1935     MONUMENTED       USE
 KV5672  HISTORY     - 1947     GOOD             CGS
 KV5672
 KV5672                          STATION DESCRIPTION
 KV5672
 KV5672'DESCRIBED BY US ENGINEERS 1935 (EBR)
 KV5672'AT ROEBLING, IN CINDER FILL AT LOWER END OF PROPERTY OF
 KV5672'ROEBLING COMPANY, 116.3 FEET SE OF S POST OF A SINGLE GATE,
 KV5672'53.34 FEET E OF W BOUNDARY FENCE, 59.12 FEET NE OF N POST OF A
 KV5672'DOUBLE GATE, 154.14 FEET S OF SE CORNER PUMPING STATION, 136.67
 KV5672'FEET SE OF S CORNER PUMPING HOUSE.
 KV5672'
 KV5672'A STANDARD U.S.E. 8-INCH GALVANIZED TOP MONUMENT.
 KV5672'
 KV5672'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV5672
 KV5672                          STATION RECOVERY (1947)
 KV5672
 KV5672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5672'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5672'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5666 ***********************************************************************
 KV5666  DESIGNATION -  ROEBLING J A ROEBLING CO TANK
 KV5666  PID         -  KV5666
 KV5666  STATE/COUNTY-  NJ/BURLINGTON
 KV5666  USGS QUAD   -  BRISTOL (1981)
 KV5666
 KV5666                         *CURRENT SURVEY CONTROL
 KV5666  ___________________________________________________________________
 KV5666* NAD 83(1996)-  40 07 11.35323(N)    074 46 01.36813(W)     ADJUSTED  
 KV5666* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 KV5666  ___________________________________________________________________
 KV5666  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 KV5666  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KV5666
 KV5666  HORZ ORDER  -  SECOND
 KV5666
 KV5666.The horizontal coordinates were established by classical geodetic methods
 KV5666.and adjusted by the National Geodetic Survey in September 1999..
 KV5666
 KV5666.The orthometric height was scaled from a topographic map.
 KV5666
 KV5666.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5666
 KV5666.The geoid height was determined by GEOID03.
 KV5666
 KV5666;                    North         East     Units Scale Factor Converg.
 KV5666;SPC NJ       -   142,851.605   127,238.023   MT  0.99990638   -0 10 19.5
 KV5666;SPC NJ       -   468,672.31    417,446.75   sFT  0.99990638   -0 10 19.5
 KV5666;SPC PA S     -    91,621.218   854,225.671   MT  0.99997608   +1 56 07.2
 KV5666;SPC PA S     -   300,593.95  2,802,572.06   sFT  0.99997608   +1 56 07.2
 KV5666;UTM  18      - 4,441,082.246   519,850.033   MT  0.99960485   +0 09 00.4
 KV5666
 KV5666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5666!SPC NJ       -   1.00000284  x   0.99990638  =   0.99990922
 KV5666!SPC PA S     -   1.00000284  x   0.99997608  =   0.99997892
 KV5666!UTM  18      -   1.00000284  x   0.99960485  =   0.99960769
 KV5666
 KV5666                          SUPERSEDED SURVEY CONTROL
 KV5666
 KV5666  NAD 83(1986)-  40 07 11.35149(N)    074 46 01.36999(W) AD(       ) 2
 KV5666  NAD 27      -  40 07 10.95800(N)    074 46 02.78900(W) AD(       ) 2
 KV5666
 KV5666.Superseded values are not recommended for survey control.
 KV5666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5666.See file dsdata.txt to determine how the superseded data were derived.
 KV5666
 KV5666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1985041082(NAD 83)
 KV5666_MARKER: 51 = TANK
 KV5666
 KV5666  HISTORY     - Date     Condition        Report By
 KV5666  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5666  HISTORY     - 1935     GOOD             CGS
 KV5666  HISTORY     - 1976     GOOD             NGS
 KV5666
 KV5666                          STATION DESCRIPTION
 KV5666
 KV5666'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5666'THIS STATION IS THE CENTER OF THE BALL AT THE TIP OF THE TALL
 KV5666'BLACK WATER TANK AT SE CORNER OF THE PLANT OF THE JOHN A. ROEBLING
 KV5666'SONS COMPANY AT THE N END OF THE TOWN OF ROEBLING AND
 KV5666'OPPOSITE THE LOWER END OF NEWBOLD ISLAND IN THE DELAWARE
 KV5666'RIVER.  THIS SHOULD NOT BE CONFUSED WITH THE SIMILAR BUT LETTERED
 KV5666'TANK AT THE NW CORNER OF THE PLANT.
 KV5666
 KV5666                          STATION RECOVERY (1935)
 KV5666
 KV5666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5666'IN ROEBLING, OPPOSITE THE LOWER END OF NEWBOLD ISLAND, AT THE
 KV5666'SE CORNER OF J. A. ROEBLING SONS COMPANY PLANT.  THE CENTER OF
 KV5666'THE BALL AT TOP OF THE TALL BLACK UNLETTERED WATER TANK.
 KV5666'NOTE--THIS SHOULD NOT BE CONFUSED WITH THE SIMILAR BUT LETTERED
 KV5666'TANK AT THE NW CORNER OF THE PLANT.
 KV5666
 KV5666                          STATION RECOVERY (1976)
 KV5666
 KV5666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5666'THIS STACK STANDS AT THE SOUTHEAST CORNER OF THE PLANT AND IS
 KV5666'IN FAIR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5667 ***********************************************************************
 KV5667  DESIGNATION -  ROEBLING J A ROEBLING TALL STK
 KV5667  PID         -  KV5667
 KV5667  STATE/COUNTY-  NJ/BURLINGTON
 KV5667  USGS QUAD   -  BRISTOL (1981)
 KV5667
 KV5667                         *CURRENT SURVEY CONTROL
 KV5667  ___________________________________________________________________
 KV5667* NAD 83(1996)-  40 07 09.16873(N)    074 46 04.35121(W)     ADJUSTED  
 KV5667* NAVD 88     -                                                        
 KV5667  ___________________________________________________________________
 KV5667  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 KV5667  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KV5667
 KV5667  HORZ ORDER  -  THIRD
 KV5667
 KV5667.The horizontal coordinates were established by classical geodetic methods
 KV5667.and adjusted by the National Geodetic Survey in September 1999..
 KV5667
 KV5667
 KV5667.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5667
 KV5667.The geoid height was determined by GEOID03.
 KV5667
 KV5667;                    North         East     Units Scale Factor Converg.
 KV5667;SPC NJ       -   142,784.446   127,167.190   MT  0.99990642   -0 10 21.4
 KV5667;SPC NJ       -   468,451.97    417,214.36   sFT  0.99990642   -0 10 21.4
 KV5667;SPC PA S     -    91,551.495   854,157.351   MT  0.99997614   +1 56 05.2
 KV5667;SPC PA S     -   300,365.20  2,802,347.91   sFT  0.99997614   +1 56 05.2
 KV5667;UTM  18      - 4,441,014.710   519,779.601   MT  0.99960482   +0 08 58.5
 KV5667
 KV5667                          SUPERSEDED SURVEY CONTROL
 KV5667
 KV5667  NAD 83(1986)-  40 07 09.16597(N)    074 46 04.35309(W) AD(       ) 4
 KV5667  NAD 27      -  40 07 08.77200(N)    074 46 05.77200(W) AD(       ) 3
 KV5667
 KV5667.Superseded values are not recommended for survey control.
 KV5667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5667.See file dsdata.txt to determine how the superseded data were derived.
 KV5667
 KV5667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1978041015(NAD 83)
 KV5667_MARKER: 63 = STACK
 KV5667
 KV5667  HISTORY     - Date     Condition        Report By
 KV5667  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5667  HISTORY     - 1947     GOOD             CGS
 KV5667
 KV5667                          STATION DESCRIPTION
 KV5667
 KV5667'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5667'THIS STATION IS THE CENTER OF THE TALLEST OF THREE LIGHT BRICK
 KV5667'STACKS AT THE SE CORNER OF THE PLANT OF THE JOHN A. ROEBLING
 KV5667'SONS COMPANY AT THE N END OF THE TOWN OF ROEBLING AND OPPOSITE
 KV5667'THE LOWER END OF NEWBOLD ISLAND IN THE DELAWARE RIVER.  THIS
 KV5667'STACK IS NEAR THE UNLETTERED WATER TANK AT THE PLANT.
 KV5667
 KV5667                          STATION RECOVERY (1947)
 KV5667
 KV5667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5667'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5667'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5669 ***********************************************************************
 KV5669  DESIGNATION -  ROEBLING J A ROEBLING TANK
 KV5669  PID         -  KV5669
 KV5669  STATE/COUNTY-  NJ/BURLINGTON
 KV5669  USGS QUAD   -  BRISTOL (1981)
 KV5669
 KV5669                         *CURRENT SURVEY CONTROL
 KV5669  ___________________________________________________________________
 KV5669* NAD 83(1996)-  40 07 13.97828(N)    074 46 22.35755(W)     ADJUSTED  
 KV5669* NAVD 88     -                                                        
 KV5669  ___________________________________________________________________
 KV5669  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 KV5669  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV5669
 KV5669  HORZ ORDER  -  THIRD
 KV5669
 KV5669.The horizontal coordinates were established by classical geodetic methods
 KV5669.and adjusted by the National Geodetic Survey in September 1999..
 KV5669
 KV5669
 KV5669.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5669
 KV5669.The geoid height was determined by GEOID03.
 KV5669
 KV5669;                    North         East     Units Scale Factor Converg.
 KV5669;SPC NJ       -   142,934.072   126,741.312   MT  0.99990666   -0 10 33.0
 KV5669;SPC NJ       -   468,942.87    415,817.12   sFT  0.99990666   -0 10 33.0
 KV5669;SPC PA S     -    91,685.368   853,726.228   MT  0.99997601   +1 55 53.5
 KV5669;SPC PA S     -   300,804.41  2,800,933.47   sFT  0.99997601   +1 55 53.5
 KV5669;UTM  18      - 4,441,161.894   519,353.016   MT  0.99960461   +0 08 46.9
 KV5669
 KV5669                          SUPERSEDED SURVEY CONTROL
 KV5669
 KV5669  NAD 83(1986)-  40 07 13.97527(N)    074 46 22.35949(W) AD(       ) 4
 KV5669  NAD 27      -  40 07 13.57500(N)    074 46 23.78100(W) AD(       ) 3
 KV5669
 KV5669.Superseded values are not recommended for survey control.
 KV5669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5669.See file dsdata.txt to determine how the superseded data were derived.
 KV5669
 KV5669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1935341162(NAD 83)
 KV5669_MARKER: 51 = TANK
 KV5669
 KV5669  HISTORY     - Date     Condition        Report By
 KV5669  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5669  HISTORY     - 1935     GOOD             CGS
 KV5669  HISTORY     - 1976     GOOD             NGS
 KV5669
 KV5669                          STATION DESCRIPTION
 KV5669
 KV5669'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5669'THIS STATION IS THE CENTER OF THE BALL AT THE TOP OF THE TALL
 KV5669'BLACK WATER TANK AT THE PLANT OF THE JOHN A. ROEBLING SONS
 KV5669'COMPANY AT THE N END OF THE TOWN OF ROEBLING AND OPPOSITE THE
 KV5669'LOWER END OF NEWBOLD ISLAND IN THE DELAWARE RIVER.  THIS TANK IS
 KV5669'IN THE NW CORNER OF THE PLANT JUST N OF THE PROLONGATION OF
 KV5669'RIVERSIDE AVENUE.  THE TANK IS LETTERED JOHN A ROEBLING SONS
 KV5669'COMPANY ON THE S SIDE.  THIS TANK SHOULD NOT BE CONFUSED WITH
 KV5669'THE SIMILAR BUT UNLETTERED TANK AT THE SE CORNER OF THE PLANT.
 KV5669
 KV5669                          STATION RECOVERY (1935)
 KV5669
 KV5669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5669'IN ROEBLING, OPPOSITE THE LOWER END OF NEWBOLD ISLAND, AT THE
 KV5669'NW CORNER OF THE J.A. ROEBLING COMPANY PLANT.  THE CENTER OF
 KV5669'THE FINIAL OF THE TALL BLACK WATER TANK, LETTERED JOHN
 KV5669'A. ROEBLING SONS COMPANY.  NOTE--NOT TO BE CONFUSED WITH THE
 KV5669'SIMILAR BUT UNLETTERED TANK AT THE SW END OF THE PLANT.  THIS
 KV5669'TANK WAS ORIGINALLY DESCRIBED BY G.L.A. AS ROEBLING,
 KV5669'J.A. ROEBLING COMPANY WATER TANK, BUT AS THIS IS THE SAME AS
 KV5669'THAT GIVEN THE OTHER UNLETTERED TANK AT THE SE END OF THE
 KV5669'PLANT, IT IS RECOMMENDED THE NAME BE CHANGED AS ABOVE.
 KV5669
 KV5669                          STATION RECOVERY (1976)
 KV5669
 KV5669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5669'UNFORTUNATELY, THIS STACK IS NO LONGER LETTERED BUT IT STILL
 KV5669'STANDS AT THE NORTHWEST CORNER OF THE PLANT AND IS IN FAIR
 KV5669'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5668 ***********************************************************************
 KV5668  DESIGNATION -  ROEBLING STANDPIPE
 KV5668  PID         -  KV5668
 KV5668  STATE/COUNTY-  NJ/BURLINGTON
 KV5668  USGS QUAD   -  BRISTOL (1981)
 KV5668
 KV5668                         *CURRENT SURVEY CONTROL
 KV5668  ___________________________________________________________________
 KV5668* NAD 83(1996)-  40 07 13.93276(N)    074 46 26.04466(W)     ADJUSTED  
 KV5668* NAVD 88     -                                                        
 KV5668  ___________________________________________________________________
 KV5668  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 KV5668  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV5668
 KV5668  HORZ ORDER  -  THIRD
 KV5668
 KV5668.The horizontal coordinates were established by classical geodetic methods
 KV5668.and adjusted by the National Geodetic Survey in September 1999..
 KV5668
 KV5668
 KV5668.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5668
 KV5668.The geoid height was determined by GEOID03.
 KV5668
 KV5668;                    North         East     Units Scale Factor Converg.
 KV5668;SPC NJ       -   142,932.936   126,654.010   MT  0.99990671   -0 10 35.4
 KV5668;SPC NJ       -   468,939.14    415,530.70   sFT  0.99990671   -0 10 35.4
 KV5668;SPC PA S     -    91,681.023   853,639.021   MT  0.99997601   +1 55 51.1
 KV5668;SPC PA S     -   300,790.16  2,800,647.35   sFT  0.99997601   +1 55 51.1
 KV5668;UTM  18      - 4,441,160.268   519,265.748   MT  0.99960457   +0 08 44.5
 KV5668
 KV5668                          SUPERSEDED SURVEY CONTROL
 KV5668
 KV5668  NAD 83(1986)-  40 07 13.92616(N)    074 46 26.04643(W) AD(       ) 4
 KV5668  NAD 27      -  40 07 13.54400(N)    074 46 27.46300(W) AD(       ) 3
 KV5668
 KV5668.Superseded values are not recommended for survey control.
 KV5668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5668.See file dsdata.txt to determine how the superseded data were derived.
 KV5668
 KV5668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1926641160(NAD 83)
 KV5668_MARKER: 52 = STANDPIPE TANK
 KV5668
 KV5668  HISTORY     - Date     Condition        Report By
 KV5668  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5668  HISTORY     - 1947     GOOD             CGS
 KV5668  HISTORY     - 1976     GOOD             NGS
 KV5668
 KV5668                          STATION DESCRIPTION
 KV5668
 KV5668'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5668'THIS STATION IS THE CENTER OF THE RED STANDPIPE AT THE NW CORNER
 KV5668'OF SECOND AND RIVERSIDE AVENUE IN THE NE PART OF THE TOWN OF
 KV5668'ROEBLING.  THE STANDPIPE IS CYLINDRICAL STEEL ABOUT 12 FEET IN
 KV5668'DIAMETER AND 100 FEET HIGH.  IT IS PART OF THE WATER SYSTEM OF
 KV5668'THE TOWN BUT IS OWNED BY J.A. ROEBLING SONS COMPANY.  IT IS
 KV5668'ABOUT 75 FEET E OF A LARGE RED WATER TANK AND SHOULD NOT BE
 KV5668'CONFUSED WITH A SIMILAR STANDPIPE ABOUT 400 YARDS SW.
 KV5668
 KV5668                          STATION RECOVERY (1947)
 KV5668
 KV5668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5668'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5668'ADEQUATE WITH THE FOLLOWING CHANGES--
 KV5668'
 KV5668'1.  CHANGE RED STANDPIPE TO LIGHT GREEN STANDPIPE.
 KV5668'
 KV5668'2.  CHANGE RED WATER TANK TO DARK GREEN WATER TANK.
 KV5668
 KV5668                          STATION RECOVERY (1976)
 KV5668
 KV5668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5668'THE STATION WAS RECOVERED IN FAIR CONDITION.  THE ORIGINAL
 KV5668'DESCRIPTION IS ADEQUATE FOR RECOVERY.  THE STANDPIPE IS OBSCURED
 KV5668'BY TREES IN SUMMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5670 ***********************************************************************
 KV5670  DESIGNATION -  ROEBLING WATER TANK
 KV5670  PID         -  KV5670
 KV5670  STATE/COUNTY-  NJ/BURLINGTON
 KV5670  USGS QUAD   -  BRISTOL (1981)
 KV5670
 KV5670                         *CURRENT SURVEY CONTROL
 KV5670  ___________________________________________________________________
 KV5670* NAD 83(1996)-  40 07 13.81918(N)    074 46 27.10020(W)     ADJUSTED  
 KV5670* NAVD 88     -                                                        
 KV5670  ___________________________________________________________________
 KV5670  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 KV5670  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV5670
 KV5670  HORZ ORDER  -  THIRD
 KV5670
 KV5670.The horizontal coordinates were established by classical geodetic methods
 KV5670.and adjusted by the National Geodetic Survey in September 1999..
 KV5670
 KV5670
 KV5670.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5670
 KV5670.The geoid height was determined by GEOID03.
 KV5670
 KV5670;                    North         East     Units Scale Factor Converg.
 KV5670;SPC NJ       -   142,929.511   126,629.007   MT  0.99990672   -0 10 36.1
 KV5670;SPC NJ       -   468,927.90    415,448.67   sFT  0.99990672   -0 10 36.1
 KV5670;SPC PA S     -    91,676.679   853,614.160   MT  0.99997601   +1 55 50.5
 KV5670;SPC PA S     -   300,775.90  2,800,565.79   sFT  0.99997601   +1 55 50.5
 KV5670;UTM  18      - 4,441,156.703   519,240.773   MT  0.99960456   +0 08 43.8
 KV5670
 KV5670                          SUPERSEDED SURVEY CONTROL
 KV5670
 KV5670  NAD 83(1986)-  40 07 13.81708(N)    074 46 27.10138(W) AD(       ) 4
 KV5670  NAD 27      -  40 07 13.42400(N)    074 46 28.51900(W) AD(       ) 3
 KV5670
 KV5670.Superseded values are not recommended for survey control.
 KV5670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5670.See file dsdata.txt to determine how the superseded data were derived.
 KV5670
 KV5670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1924141157(NAD 83)
 KV5670_MARKER: 53 = ELEVATED TANK
 KV5670
 KV5670  HISTORY     - Date     Condition        Report By
 KV5670  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5670  HISTORY     - 1947     GOOD             CGS
 KV5670  HISTORY     - 1976     GOOD             NGS
 KV5670
 KV5670                          STATION DESCRIPTION
 KV5670
 KV5670'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5670'THIS STATION IS THE CENTER OF THE LARGE RED WATER TANK AT THE NW
 KV5670'CORNER OF RIVERSIDE AVENUE AND SECOND AVENUE IN THE TOWN OF
 KV5670'ROEBLING.  THIS TANK IS PART OF THE WATER SUPPLY SYSTEM OF THE
 KV5670'TOWN BUT IS OWNED BY THE J.A. ROEBLING SONS COMPANY.  THE TANK IS
 KV5670'ABOUT 25 FEET IN DIAMETER AND IS SUPPORTED BY 8 STEEL LEGS.  THE
 KV5670'TOTAL HEIGHT OF THE TANK IS ABOUT 75 FEET.
 KV5670
 KV5670                          STATION RECOVERY (1947)
 KV5670
 KV5670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5670'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5670'ADEQUATE WITH THE FOLLOWING CHANGE--
 KV5670'
 KV5670'CHANGE RED TO DARK GREEN.
 KV5670
 KV5670                          STATION RECOVERY (1976)
 KV5670
 KV5670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5670'THE STATION WAS RECOVERED IN FAIR CONDITION.  THE ORIGINAL
 KV5670'DESCRIPTION IS ADEQUATE FOR RECOVERY.  THE TANK IS OBSCURED BY
 KV5670'TREES IN SUMMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4456 ***********************************************************************
 KV4456  DESIGNATION -  ROMER SHOAL DATUM POINT
 KV4456  PID         -  KV4456
 KV4456  STATE/COUNTY-  NJ/MONMOUTH
 KV4456  USGS QUAD   -  THE NARROWS (1981)
 KV4456
 KV4456                         *CURRENT SURVEY CONTROL
 KV4456  ___________________________________________________________________
 KV4456* NAD 83(1996)-  40 30 54.28143(N)    074 00 57.23494(W)     ADJUSTED  
 KV4456* NAVD 88     -                                                        
 KV4456  ___________________________________________________________________
 KV4456  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 KV4456  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KV4456
 KV4456  HORZ ORDER  -  THIRD
 KV4456
 KV4456.The horizontal coordinates were established by classical geodetic methods
 KV4456.and adjusted by the National Geodetic Survey in September 1999..
 KV4456
 KV4456
 KV4456.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4456
 KV4456.The geoid height was determined by GEOID03.
 KV4456
 KV4456;                    North         East     Units Scale Factor Converg.
 KV4456;SPC NJ       -   186,815.345   191,022.979   MT  0.99992071   +0 18 52.2
 KV4456;SPC NJ       -   612,910.01    626,714.56   sFT  0.99992071   +0 18 52.2
 KV4456;UTM  18      - 4,485,393.557   583,368.683   MT  0.99968555   +0 38 21.7
 KV4456
 KV4456                          SUPERSEDED SURVEY CONTROL
 KV4456
 KV4456  NAD 83(1996)-  40 30 54.28144(N)    074 00 57.23494(W) AD(       ) 4
 KV4456  NAD 83(1986)-  40 30 54.28212(N)    074 00 57.23316(W) AD(       ) 4
 KV4456  NAD 27      -  40 30 53.90000(N)    074 00 58.73400(W) AD(       ) 3
 KV4456
 KV4456.Superseded values are not recommended for survey control.
 KV4456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4456.See file dsdata.txt to determine how the superseded data were derived.
 KV4456
 KV4456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8336985394(NAD 83)
 KV4456_MARKER: 11 = PILING
 KV4456
 KV4456  HISTORY     - Date     Condition        Report By
 KV4456  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV4456  HISTORY     - 19950728 MARK NOT FOUND   USPSQD
 KV4456
 KV4456                          STATION DESCRIPTION
 KV4456
 KV4456'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HCA)
 KV4456'THE STATION IS A CLUSTER OF PILES ABOUT 330 YARDS NORTHWEST OF
 KV4456'ROMER SHOAL LIGHTHOUSE ON ROMAR SHOAL.  ROMAR SHOAL IS ABOUT 2
 KV4456'1/2 MILE NORTH OF SANDY HOOK BETWEEN AMBROSE AND SWASH CHANNELS.
 KV4456'
 KV4456'THE STATION WAS NOT VISITED.
 KV4456'
 KV4456'THIS IS AN INTERSECTION STATION.
 KV4456
 KV4456                          STATION RECOVERY (1995)
 KV4456
 KV4456'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4457 ***********************************************************************
 KV4457  DESIGNATION -  ROMER SHOAL LIGHTHOUSE
 KV4457  PID         -  KV4457
 KV4457  STATE/COUNTY-  NJ/MONMOUTH
 KV4457  USGS QUAD   -  THE NARROWS (1981)
 KV4457
 KV4457                         *CURRENT SURVEY CONTROL
 KV4457  ___________________________________________________________________
 KV4457* NAD 83(1996)-  40 30 46.82182(N)    074 00 48.67737(W)     ADJUSTED  
 KV4457* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 KV4457  ___________________________________________________________________
 KV4457  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 KV4457  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KV4457
 KV4457  HORZ ORDER  -  THIRD
 KV4457
 KV4457.The horizontal coordinates were established by classical geodetic methods
 KV4457.and adjusted by the National Geodetic Survey in September 1999..
 KV4457
 KV4457.The orthometric height was scaled from a topographic map.
 KV4457
 KV4457.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4457
 KV4457.The geoid height was determined by GEOID03.
 KV4457
 KV4457;                    North         East     Units Scale Factor Converg.
 KV4457;SPC NJ       -   186,586.378   191,225.686   MT  0.99992091   +0 18 57.7
 KV4457;SPC NJ       -   612,158.81    627,379.60   sFT  0.99992091   +0 18 57.7
 KV4457;UTM  18      - 4,485,165.797   583,572.637   MT  0.99968597   +0 38 27.1
 KV4457
 KV4457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4457!SPC NJ       -   1.00000261  x   0.99992091  =   0.99992352
 KV4457!UTM  18      -   1.00000261  x   0.99968597  =   0.99968858
 KV4457
 KV4457:                Primary Azimuth Mark                     Grid Az
 KV4457:SPC NJ       -  CONEY IS HALF MOON HOTEL BLDG            013 34 44.9
 KV4457:UTM  18      -  CONEY IS HALF MOON HOTEL BLDG            013 15 15.5
 KV4457
 KV4457|---------------------------------------------------------------------|
 KV4457| PID    Reference Object                     Distance      Geod. Az  |
 KV4457|                                                           dddmmss.s |
 KV4457| KU3445 CONEY IS HALF MOON HOTEL BLDG       APPROX. 6.7 KM 0135342.6 |
 KV4457| KU3442 CONEY IS BKLYN GAS LG GAS TK        APPROX. 8.1 KM 0201548.9 |
 KV4457| KU3449 CONEY ISLAND FERRIS WHEEL           APPROX. 7.4 KM 0231454.4 |
 KV4457| KU3444 SHEEPSHEAD BAY ST MARK CATH CH      APPROX. 9.9 KM 0324745.0 |
 KV4457| KU3457 MILL BASIN BRISLIN LMBR CHIM        APPROX.14.0 KM 0371520.7 |
 KV4457| KU3418 BARREN IS INCIN CONCRETE STACK      APPROX.14.0 KM 0553920.1 |
 KV4457| KU3489 ROCKAWAY POINT BLIMP HANGAR         APPROX.11.5 KM 0605054.9 |
 KV4457| KU2824 SANDY HOOK BLIMP HANGER             APPROX. 7.1 KM 1672434.9 |
 KV4457| KU2823 SANDY HOOK PUMPHSE BLDG 82 STK      APPROX. 7.0 KM 1691443.0 |
 KV4457| KV4963 SANDY HOOK SOUTH RADIO MAST         APPROX. 5.4 KM 1692224.7 |
 KV4457| KV4956 SANDY HOOK POLE MAST                APPROX. 5.8 KM 1693543.2 |
 KV4457| KV4961 SANDY HOOK NORTH RADIO MAST         APPROX. 5.3 KM 1701534.6 |
 KV4457| KV4987 SANDY HOOK LH LIGHT 1835            APPROX. 5.8 KM 1701721.2 |
 KV4457| KV4959 SANDY HOOK PWRHSE BLDG 124 STK      APPROX. 5.0 KM 1715042.8 |
 KV4457| KV4960 SANDY HOOK FORT HANCOCK FP          APPROX. 5.8 KM 1721934.5 |
 KV4457| KV4977 SANDY HOOK STANDPIPE                APPROX. 4.9 KM 1735408.8 |
 KV4457| KV4972 SANDY HOOK CG STA CUPOLA            APPROX. 4.7 KM 1783056.3 |
 KV4457| KV4970 SANDY HOOK WEA BUR SIGNAL MAST      APPROX. 4.7 KM 1791046.7 |
 KV4457| KV4969 SANDY HOOK POSTAL TEL LOT           APPROX. 4.7 KM 1792945.0 |
 KV4457| KV4986 SANDY HOOK WEST UNION TOWER         APPROX. 4.7 KM 1795528.9 |
 KV4457| KV4966 SANDY HOOK POINT BEACON             APPROX. 4.7 KM 1844714.4 |
 KV4457| KV4964 SANDY HOOK GREY HOUSE               APPROX. 4.6 KM 1853740.6 |
 KV4457|---------------------------------------------------------------------|
 KV4457
 KV4457                          SUPERSEDED SURVEY CONTROL
 KV4457
 KV4457  NAD 83(1996)-  40 30 46.82184(N)    074 00 48.67731(W) AD(       ) 3
 KV4457  NAD 83(1986)-  40 30 46.82230(N)    074 00 48.67634(W) AD(       ) 3
 KV4457  NAD 27      -  40 30 46.44300(N)    074 00 50.17500(W) AD(       ) 3
 KV4457
 KV4457.Superseded values are not recommended for survey control.
 KV4457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4457.See file dsdata.txt to determine how the superseded data were derived.
 KV4457
 KV4457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8357385166(NAD 83)
 KV4457_MARKER: 14 = NAVIGATION LIGHT
 KV4457
 KV4457  HISTORY     - Date     Condition        Report By
 KV4457  HISTORY     - 1900     FIRST OBSERVED   CGS
 KV4457  HISTORY     - 1926     GOOD             CGS
 KV4457  HISTORY     - 1930     GOOD             CGS
 KV4457  HISTORY     - 1931     GOOD             CGS
 KV4457  HISTORY     - 1945     GOOD             CGS
 KV4457  HISTORY     - 1986     GOOD             NOS
 KV4457  HISTORY     - 19950728 MARK NOT FOUND   USPSQD
 KV4457
 KV4457                          STATION DESCRIPTION
 KV4457
 KV4457'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (RFS)
 KV4457'STATION RECOVERED.  NO DESCRIPTION AVAILABLE.  STATION WAS
 KV4457'OCCUPIED ECCENTRICALLY, BUT THE ECCENTRIC SETUP WAS NOT MARKED.
 KV4457
 KV4457                          STATION RECOVERY (1930)
 KV4457
 KV4457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4457'STATION RECOVERED IN GOOD CONDITION.  NO DESCRIPTION AVAILABLE.
 KV4457'
 KV4457'THE LIGHTHOUSE ON ROMER SHOAL, 2-1/2 MILES N OF SANDY HOOK,
 KV4457'BETWEEN AMBROSE AND SWASH CHANNELS, ERECTED CENTRALLY ON A
 KV4457'CIRCULAR ROCK-FILL.  IT IS A DARK-COLORED, TUBULAR, IRON
 KV4457'STRUCTURE SIMILAR IN FORM TO OLD ORCHARD LIGHTHOUSE.
 KV4457'
 KV4457'THE STATION IS THE BALL-APEX OF THE PYRAMIDAL ROOF.
 KV4457'
 KV4457'AN ECCENTRIC SET-UP (ON THE MIDDLE PLATFORM) WAS USED BUT NOT
 KV4457'MARKED.  THE CENTER DIRECTIONS BEING OBTAINED AS THE MEAN OF
 KV4457'POINTINGS ON STRING-TANGENTS TO THE CYLINDRICAL LOWER
 KV4457'CUPOLA.  THERE IS AMPLE ROOM AND RIGID FOOTING FOR NORMAL TRIPOD
 KV4457'SET-UPS.
 KV4457
 KV4457                          STATION RECOVERY (1931)
 KV4457
 KV4457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4457'STATION RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 KV4457'THE 1930 RECOVERY NOTE.  THIS STATION WAS OBSERVED ON, BUT NOT
 KV4457'OCCUPIED, DURING 1931.
 KV4457
 KV4457                          STATION RECOVERY (1945)
 KV4457
 KV4457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RLP)
 KV4457'RECOVERED AS DESCRIBED.  STATION NOT VISITED.  POSITION CHECKED
 KV4457'BY THEODOLITE OBSERVATIONS FROM A THREE-POINT-FIX LOCATION ON
 KV4457'LEONARDO PIER.
 KV4457
 KV4457                          STATION RECOVERY (1986)
 KV4457
 KV4457'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KV4457'THE STATION WAS RECOVERED AT THIS DATE.
 KV4457'THE STATIONS GEODETIC POSITION WAS VERIFIED FROM SEVERAL GROUND
 KV4457'STATIONS AROUND SANDY HOOK.
 KV4457'
 KV4457'RECOVERED BY R DECROIX.
 KV4457
 KV4457                          STATION RECOVERY (1995)
 KV4457
 KV4457'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4267 ***********************************************************************
 JU4267  DESIGNATION -  ROOF
 JU4267  PID         -  JU4267
 JU4267  STATE/COUNTY-  NJ/ATLANTIC
 JU4267  USGS QUAD   -  PLEASANTVILLE (1994)
 JU4267
 JU4267                         *CURRENT SURVEY CONTROL
 JU4267  ___________________________________________________________________
 JU4267* NAD 83(1996)-  39 26 58.60389(N)    074 33 59.73809(W)     ADJUSTED  
 JU4267* NAVD 88     -        44.0    (meters)     144.     (feet)  VERTCON   
 JU4267  ___________________________________________________________________
 JU4267  X           -   1,312,433.733 (meters)                     COMP
 JU4267  Y           -  -4,753,932.587 (meters)                     COMP
 JU4267  Z           -   4,030,991.692 (meters)                     COMP
 JU4267  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 JU4267  ELLIP HEIGHT-          10.11  (meters)          (10/23/02) GPS OBS
 JU4267  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JU4267
 JU4267  HORZ ORDER  -  FIRST
 JU4267  ELLP ORDER  -  FOURTH    CLASS I
 JU4267
 JU4267.This mark is at Atlantic City Intl Airport (ACY)
 JU4267
 JU4267.The horizontal coordinates were established by GPS observations
 JU4267.and adjusted by the National Geodetic Survey in May 1999..
 JU4267.No horizontal observational check was made to the station.
 JU4267
 JU4267.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4267
 JU4267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4267
 JU4267.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4267
 JU4267.The ellipsoidal height was determined by GPS observations
 JU4267.and is referenced to NAD 83.
 JU4267
 JU4267.The geoid height was determined by GEOID03.
 JU4267
 JU4267;                    North         East     Units Scale Factor Converg.
 JU4267;SPC NJ       -    68,413.435   144,268.469   MT  0.99990040   -0 02 32.3
 JU4267;SPC NJ       -   224,453.08    473,320.80   sFT  0.99990040   -0 02 32.3
 JU4267;UTM  18      - 4,366,762.079   537,290.789   MT  0.99961712   +0 16 31.4
 JU4267
 JU4267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4267!SPC NJ       -   0.99999841  x   0.99990040  =   0.99989881
 JU4267!UTM  18      -   0.99999841  x   0.99961712  =   0.99961553
 JU4267
 JU4267                          SUPERSEDED SURVEY CONTROL
 JU4267
 JU4267  ELLIP H (05/14/99)   10.14   (m)                       GP(       ) 4 1
 JU4267  NAD 83(1992)-  39 26 58.60304(N)    074 33 59.73744(W) AD(       ) 1
 JU4267  ELLIP H (10/07/92)   10.05   (m)                       GP(       ) 4 2
 JU4267  NGVD 29 (10/07/92)   44.4    (m)          146.     (f) GPS OBS        
 JU4267
 JU4267.Superseded values are not recommended for survey control.
 JU4267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4267.See file dsdata.txt to determine how the superseded data were derived.
 JU4267
 JU4267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3729166762(NAD 83)
 JU4267_MARK LOGO: FAA   
 JU4267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4267+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1991
 JU4267
 JU4267  HISTORY     - Date     Condition        Report By
 JU4267  HISTORY     - 1992     FIRST OBSERVED   FAA
 JU4267  HISTORY     - 19911206 GOOD
 JU4267
 JU4267                          STATION DESCRIPTION
 JU4267
 JU4267'DESCRIBED BY FEDERAL AVIATION ADMINISTRATION 1992
 JU4267'THE STATION IS ON THE PROPERTY OF THE FEDERAL AVIATION ADMINISTRATION
 JU4267'TECHNICAL CENTER FACILITY IN ATLANTIC COUNTY, NEW JERSEY
 JU4267'APPROXIMATELY 18 KM (11.18 MI) WEST OF ATLANTIC CITY AND 3 KM
 JU4267'(1.86 MI) SOUTH OF POMONA.  ENTRANCE TO THE FACILITY IS STRICKLY
 JU4267'REGULATED.  A POINT OF CONTACT AT THIS TIME IS JEFFERY WOLFE,
 JU4267'ENGINEERING DEPARTMENT, 609 484 4430.  TO REACH THE STATION FROM THE
 JU4267'TRAFFIC CIRCLE AT THE JUNCTION OF COUNTY ROAD 563, TILDEN ROAD, AND
 JU4267'COUNTY ROAD 648 GO NORTH ON THE FAA TECHNICAL ENTRANCE ROAD FOR 1.6
 JU4267'KM (0.99 MI) TO THE GUARD SHACK AT THE FACILITY ENTRANCE.  AT
 JU4267'ENTRANCE BEAR LEFT WEST AND NORTH FOR 1.O KM TO BUILDING 301, THE
 JU4267'HANGER, A LARGE RECTANGULAR CONCRETE BUILDING.  THE DRIVE IN GATE
 JU4267'WHICH REQUIRES A PASS IS ON THE EAST SIDE OF THE BUILDING, AND THE
 JU4267'CONTROL AREA OPERATION OFFICE ON THE FIRST FLOOR IN THE NORTHEAST
 JU4267'CORNER OF THE BUILDING.  THE POINT SURVEYED IS A HOLE IN AN ANTENNA
 JU4267'GROUNDPLANE ON THE ROOF OF THE HANGER.  THE ANTENNA ABOUT 3 M
 JU4267'(9.84 FT) HIGH IS LOCATED ON THE NORTHEAST SIDE OF A 5 M (16.40 FT)
 JU4267'BY 10 M (32.81 FT) GRATED STEEL PLATFORM ON THE WEST SIDE OF THE
 JU4267'HANGER.  THE ANTENNA STRUCTURE IS BOLTED TO THE PLATFORM.  THE
 JU4267'ANTENNA IS APPROXIMATELY 62 M (203.41 FT) WEST OF STATION FAA.
 JU4267
 JU4267                          STATION RECOVERY (1991)
 JU4267
 JU4267'RECOVERED 1991
 JU4267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3953 ***********************************************************************
 KV3953  DESIGNATION -  ROOF 1913
 KV3953  PID         -  KV3953
 KV3953  STATE/COUNTY-  NJ/PASSAIC
 KV3953  USGS QUAD   -  WEEHAWKEN (1995)
 KV3953
 KV3953                         *CURRENT SURVEY CONTROL
 KV3953  ___________________________________________________________________
 KV3953* NAD 83(1996)-  40 51 38.23617(N)    074 06 59.36761(W)     ADJUSTED  
 KV3953* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 KV3953  ___________________________________________________________________
 KV3953  LAPLACE CORR-           6.42  (seconds)                    DEFLEC99
 KV3953  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV3953
 KV3953  HORZ ORDER  -  THIRD
 KV3953
 KV3953.The horizontal coordinates were established by classical geodetic methods
 KV3953.and adjusted by the National Geodetic Survey in September 1999..
 KV3953
 KV3953.The orthometric height was scaled from a topographic map.
 KV3953
 KV3953.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3953
 KV3953.The geoid height was determined by GEOID03.
 KV3953
 KV3953;                    North         East     Units Scale Factor Converg.
 KV3953;SPC NJ       -   225,141.525   182,331.278   MT  0.99991286   +0 15 03.2
 KV3953;SPC NJ       -   738,651.82    598,198.53   sFT  0.99991286   +0 15 03.2
 KV3953;SPC NY L     -    77,067.770   290,178.444   MT  0.99999492   -0 04 34.3
 KV3953;SPC NY L     -   252,846.51    952,027.11   sFT  0.99999492   -0 04 34.3
 KV3953;UTM  18      - 4,523,660.481   574,461.196   MT  0.99966824   +0 34 40.9
 KV3953
 KV3953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3953!SPC NJ       -   1.00000383  x   0.99991286  =   0.99991669
 KV3953!SPC NY L     -   1.00000383  x   0.99999492  =   0.99999875
 KV3953!UTM  18      -   1.00000383  x   0.99966824  =   0.99967207
 KV3953
 KV3953:                Primary Azimuth Mark                     Grid Az
 KV3953:SPC NJ       -  GARFIELD NJ WORSTED SPIN TANK            066 32 21.5
 KV3953:SPC NY L     -  GARFIELD NJ WORSTED SPIN TANK            066 51 59.0
 KV3953:UTM  18      -  GARFIELD NJ WORSTED SPIN TANK            066 12 43.8
 KV3953
 KV3953|---------------------------------------------------------------------|
 KV3953| PID    Reference Object                     Distance      Geod. Az  |
 KV3953|                                                           dddmmss.s |
 KV3953| KV3963 GARFIELD NJ WORSTED SPIN TANK       APPROX. 1.6 KM 0664724.7 |
 KV3953| KV3946 GARFIELD HAMMERSCHLAG MFG TANK      APPROX. 1.0 KM 0750555.5 |
 KV3953| KV3952 PASSAIC TALL YELLOW CHIMNEY         APPROX. 0.7 KM 0893245.4 |
 KV3953| KV3936 PASSAIC GERA MILLS WATER TANK       APPROX. 0.6 KM 1053414.5 |
 KV3953| KV3941 PASSAIC GEN CHEM BLACK CHIM         405.455 METERS 1093140.1 |
 KV3953| KV4034 TANK                                APPROX. 1.4 KM 1251031.5 |
 KV3953| KV4026 PRESCOTT ENAMALINE YELLOW CHIM      APPROX. 0.7 KM 1404418.3 |
 KV3953| KV4213 PASSAIC ST MARYS HOSP CUPOLA        APPROX. 1.5 KM 2251032.7 |
 KV3953| KV4218 PASSAIC CITY HALL SPIRE             APPROX. 1.0 KM 2423318.2 |
 KV3953| KV3966 CHURCH 1913                         489.067 METERS 3511050.5 |
 KV3953|---------------------------------------------------------------------|
 KV3953
 KV3953                          SUPERSEDED SURVEY CONTROL
 KV3953
 KV3953  NAD 83(1996)-  40 51 38.23601(N)    074 06 59.36796(W) AD(       ) 3
 KV3953  NAD 83(1996)-  40 51 38.23283(N)    074 06 59.37228(W) AD(       ) 3
 KV3953  NAD 83(1992)-  40 51 38.23275(N)    074 06 59.37251(W) AD(       ) 3
 KV3953  NAD 83(1986)-  40 51 38.23820(N)    074 06 59.38007(W) AD(       ) 3
 KV3953  NAD 27      -  40 51 37.88300(N)    074 07 00.86200(W) AD(       ) 3
 KV3953
 KV3953.Superseded values are not recommended for survey control.
 KV3953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3953.See file dsdata.txt to determine how the superseded data were derived.
 KV3953
 KV3953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7446123660(NAD 83)
 KV3953_MARKER: DS = TRIANGULATION STATION DISK
 KV3953_SETTING: 0 = UNSPECIFIED SETTING
 KV3953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3953
 KV3953  HISTORY     - Date     Condition        Report By
 KV3953  HISTORY     - 1913     MONUMENTED       CGS
 KV3953  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV3953
 KV3953                          STATION DESCRIPTION
 KV3953
 KV3953'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV3953'STATION IS ON THE W SIDE OF PASSAIC RIVER, ON A TOWER AT THE W
 KV3953'END OF THE BASH MILLS BUILDING, PASSAIC.  THE BUILDING IS
 KV3953'BETWEEN THE RIVER AND THE DUNDEE CANAL AND JUST BELOW THE
 KV3953'SECOND STREET BRIDGE.
 KV3953'
 KV3953'THE STATION IS MARKED BY A C. AND G.S. STANDARD BRASS DISK
 KV3953'SET IN CONCRETE AND CEMENTED TO THE ROOF.  IT IS 9.8 FEET
 KV3953'FROM THE NE CORNER AND 14.05 FEET FROM THE NW CORNER.
 KV3953
 KV3953                          STATION RECOVERY (1933)
 KV3953
 KV3953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3953'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3955 ***********************************************************************
 KV3955  DESIGNATION -  ROOM
 KV3955  PID         -  KV3955
 KV3955  STATE/COUNTY-  NJ/PASSAIC
 KV3955  USGS QUAD   -  WEEHAWKEN (1995)
 KV3955
 KV3955                         *CURRENT SURVEY CONTROL
 KV3955  ___________________________________________________________________
 KV3955* NAD 83(1996)-  40 52 07.08288(N)    074 06 51.26429(W)     ADJUSTED  
 KV3955* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 KV3955  ___________________________________________________________________
 KV3955  LAPLACE CORR-           6.46  (seconds)                    DEFLEC99
 KV3955  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KV3955
 KV3955  HORZ ORDER  -  THIRD
 KV3955
 KV3955.The horizontal coordinates were established by classical geodetic methods
 KV3955.and adjusted by the National Geodetic Survey in September 1999..
 KV3955
 KV3955.The orthometric height was scaled from a topographic map.
 KV3955
 KV3955.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3955
 KV3955.The geoid height was determined by GEOID03.
 KV3955
 KV3955;                    North         East     Units Scale Factor Converg.
 KV3955;SPC NJ       -   226,032.124   182,517.120   MT  0.99991301   +0 15 08.7
 KV3955;SPC NJ       -   741,573.73    598,808.25   sFT  0.99991301   +0 15 08.7
 KV3955;SPC NY L     -    77,957.366   290,369.383   MT  0.99999495   -0 04 29.0
 KV3955;SPC NY L     -   255,765.12    952,653.55   sFT  0.99999495   -0 04 29.0
 KV3955;UTM  18      - 4,524,551.908   574,641.906   MT  0.99966857   +0 34 46.6
 KV3955
 KV3955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3955!SPC NJ       -   1.00000430  x   0.99991301  =   0.99991731
 KV3955!SPC NY L     -   1.00000430  x   0.99999495  =   0.99999925
 KV3955!UTM  18      -   1.00000430  x   0.99966857  =   0.99967286
 KV3955
 KV3955:                Primary Azimuth Mark                     Grid Az
 KV3955:SPC NJ       -  GARFIELD SCHOOLHOUSE CUPOLA              016 01 33.0
 KV3955:SPC NY L     -  GARFIELD SCHOOLHOUSE CUPOLA              016 21 10.7
 KV3955:UTM  18      -  GARFIELD SCHOOLHOUSE CUPOLA              015 41 55.1
 KV3955
 KV3955|---------------------------------------------------------------------|
 KV3955| PID    Reference Object                     Distance      Geod. Az  |
 KV3955|                                                           dddmmss.s |
 KV3955| KV3912 GARFIELD SCHOOLHOUSE CUPOLA         APPROX. 0.9 KM 0161641.7 |
 KV3955| KV3915 BAR                                 149.552 METERS 08358     |
 KV3955| KV3961 STREET                              463.929 METERS 1151959.5 |
 KV3955| KV3966 CHURCH 1913                         485.166 METERS 2130419.1 |
 KV3955| CB5550 ROOM RM 1                                          26823     |
 KV3955| KV3925 PASSAIC BOTANY WORSTED CHIMNEY      APPROX. 0.6 KM 3212320.0 |
 KV3955| CB5551 ROOM RM 2                                          32936     |
 KV3955| KV3926 LOW 1913                            406.361 METERS 3470414.6 |
 KV3955| KV3924 CINDERS                             APPROX. 0.6 KM 3592231.2 |
 KV3955|---------------------------------------------------------------------|
 KV3955
 KV3955                          SUPERSEDED SURVEY CONTROL
 KV3955
 KV3955  NAD 83(1996)-  40 52 07.08273(N)    074 06 51.26466(W) AD(       ) 3
 KV3955  NAD 83(1996)-  40 52 07.07952(N)    074 06 51.26963(W) AD(       ) 3
 KV3955  NAD 83(1992)-  40 52 07.07938(N)    074 06 51.26984(W) AD(       ) 3
 KV3955  NAD 83(1986)-  40 52 07.08675(N)    074 06 51.27720(W) AD(       ) 3
 KV3955  NAD 27      -  40 52 06.72800(N)    074 06 52.75500(W) AD(       ) 3
 KV3955
 KV3955.Superseded values are not recommended for survey control.
 KV3955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3955.See file dsdata.txt to determine how the superseded data were derived.
 KV3955
 KV3955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7464224552(NAD 83)
 KV3955_MARKER: DS = TRIANGULATION STATION DISK
 KV3955_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV3955_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV3955
 KV3955  HISTORY     - Date     Condition        Report By
 KV3955  HISTORY     - 1913     MONUMENTED       CGS
 KV3955  HISTORY     - 1933     GOOD             CGS
 KV3955
 KV3955                          STATION DESCRIPTION
 KV3955
 KV3955'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV3955'STATION IS ON THE W SIDE OF PASSAIC RIVER, ON THE N SIDE OF
 KV3955'MONROE STREET OF PASSAIC, ABOUT 100 METERS W OF MONROE STREET
 KV3955'BRIDGE AND 150 METERS E OF STS. PETER AND PAUL RUSSIAN ORTHODOX
 KV3955'GREEK CATHOLIC CHURCH.
 KV3955'
 KV3955'THE STATION IS MARKED BY A C. AND G.S. STANDARD BRASS DISK
 KV3955'CEMENTED IN THE TOP OF A 4-INCH TILE PIPE AND SUNK TO THE
 KV3955'GROUND LEVEL.
 KV3955'
 KV3955'THE SUBSURFACE MARK IS A BURIED BOTTLE.
 KV3955
 KV3955                          STATION RECOVERY (1933)
 KV3955
 KV3955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3955'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU4063 ***********************************************************************
 KU4063  DESIGNATION -  ROON
 KU4063  PID         -  KU4063
 KU4063  STATE/COUNTY-  NJ/BERGEN
 KU4063  USGS QUAD   -  YONKERS (1979)
 KU4063
 KU4063                         *CURRENT SURVEY CONTROL
 KU4063  ___________________________________________________________________
 KU4063* NAD 83(1996)-  40 59 09.55699(N)    073 54 23.37124(W)     ADJUSTED  
 KU4063* NAVD 88     -       158.8    (meters)     521.     (feet)  GPS OBS   
 KU4063  ___________________________________________________________________
 KU4063  X           -   1,336,605.374 (meters)                     COMP
 KU4063  Y           -  -4,632,748.030 (meters)                     COMP
 KU4063  Z           -   4,161,332.331 (meters)                     COMP
 KU4063  LAPLACE CORR-           6.77  (seconds)                    DEFLEC99
 KU4063  ELLIP HEIGHT-         127.53  (meters)          (10/23/02) GPS OBS
 KU4063  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 KU4063
 KU4063  HORZ ORDER  -  FIRST
 KU4063  ELLP ORDER  -  FOURTH    CLASS I
 KU4063
 KU4063.The horizontal coordinates were established by GPS observations
 KU4063.and adjusted by the National Geodetic Survey in May 1999..
 KU4063
 KU4063.The orthometric height was determined by GPS observations and a
 KU4063.high-resolution geoid model.
 KU4063
 KU4063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU4063
 KU4063.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4063
 KU4063.The ellipsoidal height was determined by GPS observations
 KU4063.and is referenced to NAD 83.
 KU4063
 KU4063.The geoid height was determined by GEOID03.
 KU4063
 KU4063;                    North         East     Units Scale Factor Converg.
 KU4063;SPC NJ       -   239,161.292   199,940.610   MT  0.99993069   +0 23 21.4
 KU4063;SPC NJ       -   784,648.34    655,971.82   sFT  0.99993069   +0 23 21.4
 KU4063;SPC NY E     -   239,161.292   199,940.610   MT  0.99993069   +0 23 21.4
 KU4063;SPC NY E     -   784,648.34    655,971.82   sFT  0.99993069   +0 23 21.4
 KU4063;SPC NY L     -    90,987.680   307,868.958   MT  0.99999770   +0 03 40.2
 KU4063;SPC NY L     -   298,515.41  1,010,066.74   sFT  0.99999770   +0 03 40.2
 KU4063;UTM  18      - 4,537,777.363   591,985.961   MT  0.99970414   +0 43 02.1
 KU4063
 KU4063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4063!SPC NJ       -   0.99998000  x   0.99993069  =   0.99991069
 KU4063!SPC NY E     -   0.99998000  x   0.99993069  =   0.99991069
 KU4063!SPC NY L     -   0.99998000  x   0.99999770  =   0.99997770
 KU4063!UTM  18      -   0.99998000  x   0.99970414  =   0.99968414
 KU4063
 KU4063:                Primary Azimuth Mark                     Grid Az
 KU4063:SPC NJ       -  HASTINGS ON HUD AM BRASS CO TK           061 02 54.0
 KU4063:SPC NY E     -  HASTINGS ON HUD AM BRASS CO TK           061 02 54.0
 KU4063:SPC NY L     -  HASTINGS ON HUD AM BRASS CO TK           061 22 35.2
 KU4063:UTM  18      -  HASTINGS ON HUD AM BRASS CO TK           060 43 13.3
 KU4063
 KU4063|---------------------------------------------------------------------|
 KU4063| PID    Reference Object                     Distance      Geod. Az  |
 KU4063|                                                           dddmmss.s |
 KU4063| KU4090 HASTINGS ON HUD AM BRASS CO TK      APPROX. 1.9 KM 0612615.4 |
 KU4063| KU4099 UNION                               APPROX. 2.5 KM 0940117.4 |
 KU4063| KU4087 GREENHOUSE GLASS DOME               APPROX. 2.4 KM 1304040.2 |
 KU4063| CF2582 ROON RM 1                            14.137 METERS 21033     |
 KU4063| CF2584 ROON WM                              13.050 METERS 28653     |
 KU4063| CF2583 ROON RM 2                            13.540 METERS 34640     |
 KU4063|---------------------------------------------------------------------|
 KU4063
 KU4063                          SUPERSEDED SURVEY CONTROL
 KU4063
 KU4063  ELLIP H (05/14/99)  127.54   (m)                       GP(       ) 4 1
 KU4063  NAD 83(1996)-  40 59 09.55696(N)    073 54 23.37125(W) AD(       ) 1
 KU4063  NAD 83(1996)-  40 59 09.55706(N)    073 54 23.37206(W) AD(       ) 1
 KU4063  NAD 83(1992)-  40 59 09.55478(N)    073 54 23.37298(W) AD(       ) 1
 KU4063  NAD 83(1986)-  40 59 09.55671(N)    073 54 23.37260(W) AD(       ) 1
 KU4063  NAD 83(1986)-  40 59 09.55795(N)    073 54 23.37040(W) AD(       ) 2
 KU4063  NAD 27      -  40 59 09.20700(N)    073 54 24.88300(W) AD(       ) 2
 KU4063
 KU4063.Superseded values are not recommended for survey control.
 KU4063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4063.See file dsdata.txt to determine how the superseded data were derived.
 KU4063
 KU4063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9198637777(NAD 83)
 KU4063_MARKER: DS = TRIANGULATION STATION DISK
 KU4063_SETTING: 66 = SET IN ROCK OUTCROP
 KU4063_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KU4063_STAMPING: ROON 1930
 KU4063_MARK LOGO: CGS   
 KU4063_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU4063+STABILITY: POSITION/ELEVATION WELL
 KU4063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU4063+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1992
 KU4063
 KU4063  HISTORY     - Date     Condition        Report By
 KU4063  HISTORY     - 1930     MONUMENTED       CGS
 KU4063  HISTORY     - 1930     GOOD             CGS
 KU4063  HISTORY     - 19920207 GOOD             NJGS
 KU4063  HISTORY     - 20040516 GOOD             INDIV
 KU4063  HISTORY     - 20050810 GOOD             INDIV
 KU4063
 KU4063                          STATION DESCRIPTION
 KU4063
 KU4063'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 KU4063'ON THE TOP OF THE PALISADES, 2.65 MILES NORTH ALONG SYLVAN
 KU4063'BOULEVARD FROM THE POINT WHERE THE ROAD FROM THE YONKERS FERRY
 KU4063'JOINS THE BOULEVARD.  STATION IS ABOUT 17.9 METERS E OF THE CENTER
 KU4063'LINE OF THE BOULEVARD.  THE ROAD IS SOME DISTANCE BACK FROM CLIFF
 KU4063'UNTIL THE VICINITY OF THE STATION IS REACHED WHERE A BEND BRINGS
 KU4063'IT OUT NEAR THE EDGE.
 KU4063'
 KU4063'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN A
 KU4063'DRILL HOLE IN OUTCROPPING BEDROCK.
 KU4063'
 KU4063'WITNESS MARK IS A 1 1/2-INCH HOLE DRILLED IN THE TOP OF A LARGE
 KU4063'GRANITE BOULDER 2 BY 4 BY 3 FEET, ONE OF SEVERAL SET ALONG E SIDE
 KU4063'OF ROAD TO SERVE AS A GUARD RAIL.
 KU4063'
 KU4063'AT THE STATION THE ANGLE (CLOCKWISE) FROM THE WATER TANK IN
 KU4063'HASTINGS, N.Y., BELONGING TO THE AMERICAN BRASS CO., TO A LARGE
 KU4063'STANDPIPE (BLACK) IS S 00 DEG 19 MIN 3S 0 SEC W.
 KU4063'
 KU4063'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.0 METERS.
 KU4063
 KU4063                          STATION RECOVERY (1930)
 KU4063
 KU4063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 KU4063'RECOVERED IN GOOD CONDITION.
 KU4063
 KU4063                          STATION RECOVERY (1992)
 KU4063
 KU4063'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KU4063'THE STATION IS LOCATED IN THE BOROUGH OF ALPINE ALONG THE DRIVEWAY
 KU4063'LEADING TO THE STATE LINE LOOKOUT ON THE EAST SIDE OF THE PALISADES
 KU4063'INTERSTATE PARKWAY IN THE PALISADES INTERSTATE PARK.  TO REACH THE
 KU4063'STATION FROM THE NEW YORK STATE LINE ON THE PALISADES INTERSTATE
 KU4063'PARKWAY, GO SOUTH ON THE PALISADES INTERSTATE PARKWAY FOR 2.0 MI
 KU4063'(3.2 KM) TO THE YOU TURN ON THE LEFT FOR THE STATE LINE LOOKOUT.  GO
 KU4063'NORTH ON THE PALISADES INTERSTATE PARKWAY FOR 0.25 MI (0.40 KM) TO
 KU4063'THE EXIT FOR THE STATE LINE LOOKOUT ON THE RIGHT.  TURN RIGHT AND
 KU4063'FROM WHERE THE CONCRETE DRIVEWAY STARTS, GO 0.4 MI (0.6 KM) TO THE
 KU4063'STATION ON THE RIGHT.  THE STATION IS ALSO 0.15 MI (0.24 KM) SOUTH
 KU4063'FROM THE BEGINNING OF THE OVERLOOK PARKING LOT.  THE STATION IS 18.0
 KU4063'M (59.1 FT) EAST FROM THE CENTERLINE OF THE CONCRETE ROAD, 2.0 M
 KU4063'(6.6 FT) NORTHWEST FROM THE EDGE OF THE CLIFF, 14.2 M (46.6 FT) SOUTH
 KU4063'FROM AN 0.5 M (1.6 FT) SQUARE CONCRETE FOOTING AND 9.4 M (30.8 FT)
 KU4063'NORTHEAST FROM AN 0.5 M (1.6 FT) SQUARE CONCRETE FOOTING.  THE STATION
 KU4063'IS SET FLUSH WITH THE GROUND AND SHOULD BE APPROACHED WITH CAUTION AS
 KU4063'IT IS VERY NEAR THE EDGE OF THE CLIFF.
 KU4063
 KU4063                          STATION RECOVERY (2004)
 KU4063
 KU4063'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 KU4063'WALKING SOUTH ALONG THE EAST SIDE OF THE ROAD FROM THE LOOKOUT, WATCH
 KU4063'FOR AN OPENING IN THE UNDERGROWTH LEADING TO A VISIBLE ROCK SHELF A
 KU4063'FEW METERS EAST OF THE ROAD, ABOUT 100 METERS SOUTH OF THE SOUTH END
 KU4063'OF THE BLOCKED-OFF SECTION OF OLD CONCRETE HIGHWAY.
 KU4063
 KU4063                          STATION RECOVERY (2005)
 KU4063
 KU4063'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JKM)
 KU4063'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 KU4063'CONDITION.  THE STATION MARK IS LOCATED AT THE CENTER OF A LARGE WHITE
 KU4063'PAINTED CROSS SUCH AS THOSE USED FOR AERIAL SURVEYS.  REFERENCE MARK 2
 KU4063'WAS NOT SEARCHED FOR AT THIS TIME DUE TO THE HEAVY GROWTH OF POISON
 KU4063'IVY IN THE AREA.  THE WITNESS MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4168 ***********************************************************************
 KV4168  DESIGNATION -  ROOT
 KV4168  PID         -  KV4168
 KV4168  STATE/COUNTY-  NJ/BERGEN
 KV4168  USGS QUAD   -  ORANGE (1981)
 KV4168
 KV4168                         *CURRENT SURVEY CONTROL
 KV4168  ___________________________________________________________________
 KV4168* NAD 83(1996)-  40 49 04.83258(N)    074 08 04.32705(W)     ADJUSTED  
 KV4168* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4168  ___________________________________________________________________
 KV4168  LAPLACE CORR-           6.15  (seconds)                    DEFLEC99
 KV4168  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KV4168
 KV4168  HORZ ORDER  -  THIRD
 KV4168
 KV4168.The horizontal coordinates were established by classical geodetic methods
 KV4168.and adjusted by the National Geodetic Survey in September 1999..
 KV4168
 KV4168.The orthometric height was scaled from a topographic map.
 KV4168
 KV4168.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4168
 KV4168.The geoid height was determined by GEOID03.
 KV4168
 KV4168;                    North         East     Units Scale Factor Converg.
 KV4168;SPC NJ       -   220,403.371   180,829.809   MT  0.99991169   +0 14 20.0
 KV4168;SPC NJ       -   723,106.73    593,272.47   sFT  0.99991169   +0 14 20.0
 KV4168;SPC NY L     -    72,337.871   288,649.832   MT  0.99999506   -0 05 16.8
 KV4168;SPC NY L     -   237,328.50    947,011.99   sFT  0.99999506   -0 05 16.8
 KV4168;UTM  18      - 4,518,914.999   572,987.155   MT  0.99966557   +0 33 56.7
 KV4168
 KV4168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4168!SPC NJ       -   1.00000494  x   0.99991169  =   0.99991663
 KV4168!SPC NY L     -   1.00000494  x   0.99999506  =   1.00000000
 KV4168!UTM  18      -   1.00000494  x   0.99966557  =   0.99967051
 KV4168
 KV4168:                Primary Azimuth Mark                     Grid Az
 KV4168:SPC NJ       -  D L AND W RR CHIMNEY                     011 49 39.5
 KV4168:SPC NY L     -  D L AND W RR CHIMNEY                     012 09 16.3
 KV4168:UTM  18      -  D L AND W RR CHIMNEY                     011 30 02.8
 KV4168
 KV4168|---------------------------------------------------------------------|
 KV4168| PID    Reference Object                     Distance      Geod. Az  |
 KV4168|                                                           dddmmss.s |
 KV4168| KV4185 D L AND W RR CHIMNEY                APPROX. 0.7 KM 0120359.5 |
 KV4168| CB5552 ROOT RM 1                            12.451 METERS 04927     |
 KV4168| KV4170 COUNTY 1913                         APPROX. 0.8 KM 1992447.4 |
 KV4168| KV4153 SQUARE CHIMNEY NEAR JOINT           APPROX. 0.9 KM 2075229.6 |
 KV4168| CB5553 ROOT RM 2                            18.980 METERS 25823     |
 KV4168| KV4171 NUTLEY                              220.714 METERS 27659     |
 KV4168|---------------------------------------------------------------------|
 KV4168
 KV4168                          SUPERSEDED SURVEY CONTROL
 KV4168
 KV4168  NAD 83(1996)-  40 49 04.83234(N)    074 08 04.32735(W) AD(       ) 3
 KV4168  NAD 83(1986)-  40 49 04.82893(N)    074 08 04.33576(W) AD(       ) 3
 KV4168  NAD 27      -  40 49 04.47100(N)    074 08 05.80000(W) AD(       ) 3
 KV4168
 KV4168.Superseded values are not recommended for survey control.
 KV4168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4168.See file dsdata.txt to determine how the superseded data were derived.
 KV4168
 KV4168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7298718915(NAD 83)
 KV4168_MARKER: DS = TRIANGULATION STATION DISK
 KV4168_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4168_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4168
 KV4168  HISTORY     - Date     Condition        Report By
 KV4168  HISTORY     - 1913     MONUMENTED       CGS
 KV4168  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4168
 KV4168                          STATION DESCRIPTION
 KV4168
 KV4168'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4168'STATION IS ON THE E SIDE OF PASSAIC RIVER, NEARLY 1/2 MILE BELOW
 KV4168'THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD BRIDGE AND A LITTLE
 KV4168'MORE THAN 1/2 MILE ABOVE THE JOINT COUNTY BRIDGE.  THE STATION IS
 KV4168'ABOUT 100 METERS BELOW A SMALL CREEK AND IS 6 METERS FROM THE
 KV4168'RIVER BANK.
 KV4168'
 KV4168'IT IS MARKED BY A C. AND G.S. STANDARD BRASS DISK CEMENTED IN THE
 KV4168'TOP OF A 4-INCH TILE PIPE AND SUNK TO THE GROUND LEVEL.
 KV4168'
 KV4168'THE SUBSURFACE MARK IS A BURIED BOTTLE SET IN CONCRETE.
 KV4168'
 KV4168'TWO REFERENCE MARKS EACH A NAIL IN CONCRETE CONTAINED IN A 4-INCH
 KV4168'TILE PIPE, ARE PLACED RESPECTIVELY 40.85 FEET N 63 DEG E AND 62.27
 KV4168'FEET S 79 DEG W FROM THE STATION.  BOTH ARE WITHIN 2 OR 3 METERS
 KV4168'OF THE RIVER BANK.
 KV4168'
 KV4168'A PIPE LINE RUNNING TO JERSEY CITY AND HAVING A SMALL BRICK
 KV4168'BUILDING ON IT, IS ABOUT 60 METERS DOWN STREAM FROM THE STATION.
 KV4168
 KV4168                          STATION RECOVERY (1933)
 KV4168
 KV4168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4168'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6431 ***********************************************************************
 KV6431  DESIGNATION -  ROSS
 KV6431  PID         -  KV6431
 KV6431  STATE/COUNTY-  NJ/MERCER
 KV6431  USGS QUAD   -  TRENTON EAST (1981)
 KV6431
 KV6431                         *CURRENT SURVEY CONTROL
 KV6431  ___________________________________________________________________
 KV6431* NAD 83(1996)-  40 10 49.13811(N)    074 44 19.15990(W)     ADJUSTED  
 KV6431* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6431  ___________________________________________________________________
 KV6431  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 KV6431  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV6431
 KV6431  HORZ ORDER  -  THIRD
 KV6431
 KV6431.The horizontal coordinates were established by classical geodetic methods
 KV6431.and adjusted by the National Geodetic Survey in September 1999..
 KV6431.No horizontal observational check was made to the station.
 KV6431
 KV6431.The orthometric height was scaled from a topographic map.
 KV6431
 KV6431.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6431
 KV6431.The geoid height was determined by GEOID03.
 KV6431
 KV6431;                    North         East     Units Scale Factor Converg.
 KV6431;SPC NJ       -   149,561.365   129,676.013   MT  0.99990508   -0 09 14.3
 KV6431;SPC NJ       -   490,685.91    425,445.39   sFT  0.99990508   -0 09 14.3
 KV6431;SPC PA S     -    98,416.556   856,415.404   MT  0.99997057   +1 57 13.5
 KV6431;SPC PA S     -   322,888.32  2,809,756.20   sFT  0.99997057   +1 57 13.5
 KV6431;UTM  18      - 4,447,803.599   522,249.510   MT  0.99960609   +0 10 07.0
 KV6431
 KV6431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6431!SPC NJ       -   1.00000506  x   0.99990508  =   0.99991014
 KV6431!SPC PA S     -   1.00000506  x   0.99997057  =   0.99997563
 KV6431!UTM  18      -   1.00000506  x   0.99960609  =   0.99961115
 KV6431
 KV6431                          SUPERSEDED SURVEY CONTROL
 KV6431
 KV6431  NAD 83(1986)-  40 10 49.13630(N)    074 44 19.16006(W) AD(       ) 3
 KV6431
 KV6431.Superseded values are not recommended for survey control.
 KV6431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6431.See file dsdata.txt to determine how the superseded data were derived.
 KV6431
 KV6431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2225047804(NAD 83)
 KV6431_MARKER: DD = SURVEY DISK
 KV6431_SETTING: 0 = UNSPECIFIED SETTING
 KV6431_STAMPING: ROSS 1970
 KV6431_MARK LOGO: USE   
 KV6431_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6431+SATELLITE: SATELLITE OBSERVATIONS - 1970
 KV6431
 KV6431  HISTORY     - Date     Condition        Report By
 KV6431  HISTORY     - 1970     MONUMENTED       USE
 KV6431
 KV6431                          STATION DESCRIPTION
 KV6431
 KV6431'DESCRIBED BY US ENGINEERS 1970
 KV6431'THE STATION IS LOCATED ON THE N SHORE OF THE DELAWARE RIVER NEAR
 KV6431'PERRIWIG CHANNEL AND JUST ESE OF BILES POINT.  STATION IS ON PROPERTY
 KV6431'OF THE ROSS MARINA.
 KV6431'TO REACH STATION PROCEED TO THE ROSS MARINA.
 KV6431'STATION MARK IS A CE BRONZE DISK SET A CONCRETE POST 2 INCH ABOVE THE
 KV6431'GROUND.  IT IS SITUATED NEAR THE MIDDLE OF DIRT COVERED AREA OF UPPER
 KV6431'SECTION FOR BOAT SLIPS IN ROSS MARINA, AT OUTER END.  MARINA IS
 KV6431'BORDERED ABOVE AND BELOW BY PIER-LIKE FINGERS OF DIRT EDGED WITH
 KV6431'RIP-RAP.
 KV6431'RM 1 IS A -+- CUT ON TOP OF WASTE CONCRETE SLAB ON DOWNSTREAM CORNER
 KV6431'OF RIP-RAP.  IT IS 2.33 M (7.6 FT) SE OF THE STATION.
 KV6431'RM 2 IS A PK NAIL ON DOWNSTREAM FACE OF 8 INCH DIA TREE THAT IS
 KV6431'INSHORE AND UPSTREAM.  IT IS 14.0 M (45.9 FT) NW OF THE STATION.
 KV6431'RM 3 IS A PK NAIL IN UPSTREAM FACE OF 5 INCH DIA TREE DIRECTLY
 KV6431'INSHORE.  IT IS 9.86 M (32.3 FT) NE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4058 ***********************************************************************
 KV4058  DESIGNATION -  ROUND
 KV4058  PID         -  KV4058
 KV4058  STATE/COUNTY-  NJ/BERGEN
 KV4058  USGS QUAD   -  WEEHAWKEN (1995)
 KV4058
 KV4058                         *CURRENT SURVEY CONTROL
 KV4058  ___________________________________________________________________
 KV4058* NAD 83(1996)-  40 48 33.35449(N)    074 02 09.77447(W)     ADJUSTED  
 KV4058* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4058  ___________________________________________________________________
 KV4058  LAPLACE CORR-           7.40  (seconds)                    DEFLEC99
 KV4058  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 KV4058
 KV4058  HORZ ORDER  -  THIRD
 KV4058
 KV4058.The horizontal coordinates were established by classical geodetic methods
 KV4058.and adjusted by the National Geodetic Survey in September 1999..
 KV4058
 KV4058.The orthometric height was scaled from a topographic map.
 KV4058
 KV4058.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4058
 KV4058.The geoid height was determined by GEOID03.
 KV4058
 KV4058;                    North         East     Units Scale Factor Converg.
 KV4058;SPC NJ       -   219,471.757   189,143.106   MT  0.99991885   +0 18 11.6
 KV4058;SPC NJ       -   720,050.26    620,547.01   sFT  0.99991885   +0 18 11.6
 KV4058;SPC NY L     -    71,358.771   296,958.344   MT  0.99999515   -0 01 24.9
 KV4058;SPC NY L     -   234,116.23    974,270.83   sFT  0.99999515   -0 01 24.9
 KV4058;UTM  18      - 4,518,031.035   581,303.619   MT  0.99968136   +0 37 48.1
 KV4058
 KV4058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4058!SPC NJ       -   1.00000489  x   0.99991885  =   0.99992374
 KV4058!SPC NY L     -   1.00000489  x   0.99999515  =   1.00000004
 KV4058!UTM  18      -   1.00000489  x   0.99968136  =   0.99968625
 KV4058
 KV4058:                Primary Azimuth Mark                     Grid Az
 KV4058:SPC NJ       -  FAT                                      033 10 22.4
 KV4058:SPC NY L     -  FAT                                      033 29 58.9
 KV4058:UTM  18      -  FAT                                      032 50 45.9
 KV4058
 KV4058|---------------------------------------------------------------------|
 KV4058| PID    Reference Object                     Distance      Geod. Az  |
 KV4058|                                                           dddmmss.s |
 KV4058| KV4017 FAT                                 APPROX. 1.2 KM 0332834.0 |
 KV4058| CB5554 ROUND RM 1                                         06945     |
 KV4058| KV4076 NORTH BERGEN ARMOUR SOAP CHIM       APPROX. 1.0 KM 0782444.9 |
 KV4058| KV4048 CORN                                220.560 METERS 11330     |
 KV4058| KV4069 NORTH BERGEN NYC RR SHOPS CHIM      APPROX. 1.5 KM 1382357.0 |
 KV4058| CB5555 ROUND RM 2                                         28200     |
 KV4058|---------------------------------------------------------------------|
 KV4058
 KV4058                          SUPERSEDED SURVEY CONTROL
 KV4058
 KV4058  NAD 83(1996)-  40 48 33.35436(N)    074 02 09.77458(W) AD(       ) 3
 KV4058  NAD 83(1996)-  40 48 33.35319(N)    074 02 09.77617(W) AD(       ) 3
 KV4058  NAD 83(1992)-  40 48 33.35230(N)    074 02 09.77700(W) AD(       ) 3
 KV4058  NAD 83(1986)-  40 48 33.35633(N)    074 02 09.77253(W) AD(       ) 3
 KV4058  NAD 27      -  40 48 32.99400(N)    074 02 11.26800(W) AD(       ) 3
 KV4058
 KV4058.Superseded values are not recommended for survey control.
 KV4058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4058.See file dsdata.txt to determine how the superseded data were derived.
 KV4058
 KV4058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8130418031(NAD 83)
 KV4058_MARKER: DS = TRIANGULATION STATION DISK
 KV4058_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4058_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4058
 KV4058  HISTORY     - Date     Condition        Report By
 KV4058  HISTORY     - 1914     MONUMENTED       CGS
 KV4058  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV4058
 KV4058                          STATION DESCRIPTION
 KV4058
 KV4058'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV4058'STATION IS ON THE W SIDE OF HACKENSACK RIVER, JUST BEYOND THE E
 KV4058'END OF GARRETTS REACH AND THE POINT WHERE THE RIVER BEGINS TO
 KV4058'RESUME ITS NORTHERLY DIRECTION.
 KV4058'
 KV4058'THE STATION IS ABOUT 3/4 MILE ABOVE THE MOUTH OF MOONACHIE
 KV4058'CREEK, AND IS MARKED BY A STANDARD BRASS DISK CEMENTED IN THE
 KV4058'TOP OF A 4-INCH TILE PIPE AND SUNK TO THE GROUND LEVEL.  A BURIED
 KV4058'GLASS BOTTLE IS THE SUBSURFACE MARK.
 KV4058'
 KV4058'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CEMENT CONTAINED
 KV4058'IN A 3-INCH TILE PIPE, ARE PLACED RESPECTIVELY 45.00 FEET N 83 DEG
 KV4058'E AND 35.88 FEET N 67 DEG W FROM THE STATION.
 KV4058
 KV4058                          STATION RECOVERY (1932)
 KV4058
 KV4058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4058'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3954 ***********************************************************************
 KV3954  DESIGNATION -  RUBBER
 KV3954  PID         -  KV3954
 KV3954  STATE/COUNTY-  NJ/PASSAIC
 KV3954  USGS QUAD   -  WEEHAWKEN (1995)
 KV3954
 KV3954                         *CURRENT SURVEY CONTROL
 KV3954  ___________________________________________________________________
 KV3954* NAD 83(1996)-  40 51 36.86976(N)    074 07 02.11061(W)     ADJUSTED  
 KV3954* NAVD 88     -        43.8    (meters)     144.     (feet)  GPS OBS   
 KV3954  ___________________________________________________________________
 KV3954  X           -   1,322,034.364 (meters)                     COMP
 KV3954  Y           -  -4,646,347.405 (meters)                     COMP
 KV3954  Z           -   4,150,704.963 (meters)                     COMP
 KV3954  LAPLACE CORR-           6.41  (seconds)                    DEFLEC99
 KV3954  ELLIP HEIGHT-          11.71  (meters)          (10/23/02) GPS OBS
 KV3954  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV3954
 KV3954  HORZ ORDER  -  FIRST
 KV3954  ELLP ORDER  -  FOURTH    CLASS I
 KV3954
 KV3954.The horizontal coordinates were established by GPS observations
 KV3954.and adjusted by the National Geodetic Survey in May 1999..
 KV3954
 KV3954.The orthometric height was determined by GPS observations and a
 KV3954.high-resolution geoid model.
 KV3954
 KV3954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV3954
 KV3954.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3954
 KV3954.The ellipsoidal height was determined by GPS observations
 KV3954.and is referenced to NAD 83.
 KV3954
 KV3954.The geoid height was determined by GEOID03.
 KV3954
 KV3954;                    North         East     Units Scale Factor Converg.
 KV3954;SPC NJ       -   225,099.098   182,267.227   MT  0.99991281   +0 15 01.4
 KV3954;SPC NJ       -   738,512.62    597,988.39   sFT  0.99991281   +0 15 01.4
 KV3954;SPC NY L     -    77,025.706   290,114.146   MT  0.99999492   -0 04 36.1
 KV3954;SPC NY L     -   252,708.50    951,816.16   sFT  0.99999492   -0 04 36.1
 KV3954;UTM  18      - 4,523,617.699   574,397.404   MT  0.99966812   +0 34 39.1
 KV3954
 KV3954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3954!SPC NJ       -   0.99999816  x   0.99991281  =   0.99991097
 KV3954!SPC NY L     -   0.99999816  x   0.99999492  =   0.99999308
 KV3954!UTM  18      -   0.99999816  x   0.99966812  =   0.99966628
 KV3954
 KV3954:                Primary Azimuth Mark                     Grid Az
 KV3954:SPC NJ       -  LODI UNITED DYE WKS N CHIM               050 52 08.8
 KV3954:SPC NY L     -  LODI UNITED DYE WKS N CHIM               051 11 46.3
 KV3954:UTM  18      -  LODI UNITED DYE WKS N CHIM               050 32 31.1
 KV3954
 KV3954|---------------------------------------------------------------------|
 KV3954| PID    Reference Object                     Distance      Geod. Az  |
 KV3954|                                                           dddmmss.s |
 KV3954| KV3882 LODI UNITED DYE WKS N CHIM          APPROX. 3.3 KM 0510710.2 |
 KV3954| KV3884 LODI UNITED DYE WKS S CHIM          APPROX. 3.3 KM 0512534.7 |
 KV3954| CB5557 RUBBER RM 2                          10.619 METERS 06655     |
 KV3954| KV3951 PASSAIC WOOLEN SPINNING CO TK       APPROX. 0.8 KM 0832527.6 |
 KV3954| KV3935 PASSAIC PATTERSON PARCH CHIM        APPROX. 0.7 KM 1281858.4 |
 KV3954| KV3980 WALLINGTON ROEHRS NURSERY CHIM      APPROX. 1.8 KM 1493944.3 |
 KV3954| KV4217 PASSAIC HIGH SCHOOL FLAGPOLE        APPROX. 1.4 KM 2531622.1 |
 KV3954| KV4192 PASSAIC MANHATTAN RUBBER CHIM       APPROX. 2.2 KM 2553252.5 |
 KV3954| KV4216 PASSAIC PEOPLES BANK SMOKEPIPE      APPROX. 0.8 KM 2761530.9 |
 KV3954| CB5556 RUBBER RM 1                           6.266 METERS 29102     |
 KV3954| KV4215 PASSAIC ST JOHNS CHURCH SPIRE       APPROX. 1.2 KM 3151444.3 |
 KV3954| KV3925 PASSAIC BOTANY WORSTED CHIMNEY      APPROX. 1.4 KM 3552536.2 |
 KV3954|---------------------------------------------------------------------|
 KV3954
 KV3954                          SUPERSEDED SURVEY CONTROL
 KV3954
 KV3954  ELLIP H (05/14/99)   11.72   (m)                       GP(       ) 4 1
 KV3954  NAD 83(1996)-  40 51 36.86964(N)    074 07 02.11087(W) AD(       ) 1
 KV3954  NAD 83(1996)-  40 51 36.86789(N)    074 07 02.11299(W) AD(       ) 1
 KV3954  NAD 83(1992)-  40 51 36.86768(N)    074 07 02.11325(W) AD(       ) 1
 KV3954  NAD 83(1986)-  40 51 36.86768(N)    074 07 02.11301(W) AD(       ) 1
 KV3954  NAD 83(1986)-  40 51 36.87210(N)    074 07 02.12226(W) AD(       ) 2
 KV3954  NAD 27      -  40 51 36.51600(N)    074 07 03.60200(W) AD(       ) 2
 KV3954
 KV3954.Superseded values are not recommended for survey control.
 KV3954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3954.See file dsdata.txt to determine how the superseded data were derived.
 KV3954
 KV3954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7439723618(NAD 83)
 KV3954_MARKER: DS = TRIANGULATION STATION DISK
 KV3954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3954_SP_SET: CONCRETE POST
 KV3954_STAMPING: RUBBER 1933
 KV3954_MARK LOGO: CGS   
 KV3954_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3954+STABILITY: SURFACE MOTION
 KV3954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3954+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1992
 KV3954
 KV3954  HISTORY     - Date     Condition        Report By
 KV3954  HISTORY     - 1933     MONUMENTED       CGS
 KV3954  HISTORY     - 1933     GOOD             CGS
 KV3954  HISTORY     - 1933     GOOD             CGS
 KV3954  HISTORY     - 19920213 GOOD             NJGS
 KV3954
 KV3954                          STATION DESCRIPTION
 KV3954
 KV3954'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3954'STATION IS ON THE N SIDE OF THE PASSAIC RIVER, IN PASSAIC ON THE
 KV3954'W SIDE OF MARKET STREET IN THE PLANT OF THE UNITED STATES RUBBER
 KV3954'COMPANY ATOP BUILDING NO.24 (A 5-STORY, CONCRETE STRUCTURE).  IT
 KV3954'IS LOCATED ON THE ROOF OF THE MOST WESTERLY OF TWO PENTHOUSES
 KV3954'RISING FROM THE S FACE OF THE BUILDING.
 KV3954'
 KV3954'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KV3954'STAMPED RUBBER-1933 SET IN THE TOP OF A DOME-SHAPED CONCRETE
 KV3954'MONUMENT, SECURED TO THE CONCRETE ROOF WITH LAG-SCREWS.
 KV3954'
 KV3954'TWO STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE PLACED.  NO.1
 KV3954'IN THE COPING TO THE NW.  NO.2 IN THE COPING TO THE NE.
 KV3954'
 KV3954'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD SET-UPS
 KV3954'ON THE TAR AND GRAVEL ROOFING.  MACHINERY BELOW CAUSES SLIGHT
 KV3954'ROOF VIBRATION.
 KV3954'
 KV3954'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 METERS.
 KV3954
 KV3954                          STATION RECOVERY (1933)
 KV3954
 KV3954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3954'RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH THE FOLLOWING
 KV3954'ADDITIONS--
 KV3954'
 KV3954'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV3954'
 KV3954'NORMAL TO PARAPET WALL TO S 0.932 METERS.
 KV3954'
 KV3954'NORMAL TO PARAPET WALL TO W 5.399 METERS.
 KV3954'
 KV3954'TO CENTER OF VENT PIPE TO W 3.196 METERS.
 KV3954'
 KV3954'TO CENTER OF VENT PIPE TO E 2.426 METERS.
 KV3954
 KV3954                          STATION RECOVERY (1933)
 KV3954
 KV3954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 KV3954'RECOVERED IN GOOD CONDITION.
 KV3954
 KV3954                          STATION RECOVERY (1992)
 KV3954
 KV3954'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV3954'THE STATION IS LOCATED IN THE CITY OF PASSAIC ON THE WEST SIDE OF
 KV3954'MARKET STREET ON TOP OF THE ROOF OF THE MOST WESTERLY OF TWO
 KV3954'PENTHOUSES RISING FROM THE SOUTH FACE OF A SIX STORY CONCRETE
 KV3954'STRUCTURE BELONGING TO THE FORMER UNITED STATES RUBBER COMPANY, NOW
 KV3954'OCCUPIED BY THE ETHAN ALLEN COMPANY AS A FURNITURE WAREHOUSE.  TO
 KV3954'REACH THE STATION FROM THE INTERSECTION OF PASSAIC AVENUE AND VAN
 KV3954'HOUTEN AVENUE, GO NORTHEAST ON PASSAIC AVENUE FOR 1.35 MI (2.17 KM)
 KV3954'TO THE INTERSECTION WITH MARKET STREET ON THE RIGHT.  TURN RIGHT AND
 KV3954'GO 0.1 MI (0.2 KM) TO THE DRIVEWAY FOR THE ETHAN ALLEN COMPANY
 KV3954'WAREHOUSE ON THE RIGHT.  TURN RIGHT AND GO 0.05 MI (0.08 KM) TO THE
 KV3954'ENTRANCE AT THE NORTHWEST CORNER OF THE BUILDING.  PERMISSION TO
 KV3954'OCCUPY THE STATION AND TO GAIN ACCESS TO THE ROOF MUST BE OBTAINED
 KV3954'FROM MR. MAURICE DETTMAN, PHONE 201 473 1019.  MR DETTMAN STATED THAT
 KV3954'THE BUILDING IS ONLY OCCUPIED FROM SIX FIFTEEN IN THE MORNING TO FOUR
 KV3954'IN THE AFTERNOON.  NIGHT OCCUPATION OF THE STATION WOULD NOT BE
 KV3954'POSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2556 ***********************************************************************
 LY2556  DESIGNATION -  RUDE 26 NJGS
 LY2556  PID         -  LY2556
 LY2556  STATE/COUNTY-  NJ/PASSAIC
 LY2556  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY2556
 LY2556                         *CURRENT SURVEY CONTROL
 LY2556  ___________________________________________________________________
 LY2556* NAD 83(1996)-  41 02 29.55148(N)    074 25 18.67927(W)     ADJUSTED  
 LY2556* NAVD 88     -       363.1    (meters)    1191.     (feet)  GPS OBS   
 LY2556  ___________________________________________________________________
 LY2556  X           -   1,293,835.140 (meters)                     COMP
 LY2556  Y           -  -4,640,830.550 (meters)                     COMP
 LY2556  Z           -   4,166,121.066 (meters)                     COMP
 LY2556  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 LY2556  ELLIP HEIGHT-         330.74  (meters)          (10/23/02) GPS OBS
 LY2556  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LY2556
 LY2556  HORZ ORDER  -  FIRST
 LY2556  ELLP ORDER  -  FOURTH    CLASS I
 LY2556
 LY2556.The horizontal coordinates were established by classical geodetic methods
 LY2556.and adjusted by the National Geodetic Survey in May 1999..
 LY2556
 LY2556.The orthometric height was determined by GPS observations and a
 LY2556.high-resolution geoid model.
 LY2556
 LY2556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2556
 LY2556.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2556
 LY2556.The ellipsoidal height was determined by GPS observations
 LY2556.and is referenced to NAD 83.
 LY2556
 LY2556.The geoid height was determined by GEOID03.
 LY2556
 LY2556;                    North         East     Units Scale Factor Converg.
 LY2556;SPC NJ       -   245,163.472   156,569.928   MT  0.99990053   +0 03 04.7
 LY2556;SPC NJ       -   804,340.49    513,679.84   sFT  0.99990053   +0 03 04.7
 LY2556;SPC PA S     -   194,950.295   879,775.478   MT  1.00001263   +2 09 33.4
 LY2556;SPC PA S     -   639,599.43  2,886,396.71   sFT  1.00001263   +2 09 33.4
 LY2556;UTM  18      - 4,543,529.621   548,592.424   MT  0.99962906   +0 22 46.6
 LY2556
 LY2556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2556!SPC NJ       -   0.99994812  x   0.99990053  =   0.99984866
 LY2556!SPC PA S     -   0.99994812  x   1.00001263  =   0.99996075
 LY2556!UTM  18      -   0.99994812  x   0.99962906  =   0.99957720
 LY2556
 LY2556:                Primary Azimuth Mark                     Grid Az
 LY2556:SPC NJ       -  HAMBURGH 1882                            322 27 26.3
 LY2556:SPC PA S     -  HAMBURGH 1882                            320 20 57.6
 LY2556:UTM  18      -  HAMBURGH 1882                            322 07 44.4
 LY2556
 LY2556|---------------------------------------------------------------------|
 LY2556| PID    Reference Object                     Distance      Geod. Az  |
 LY2556|                                                           dddmmss.s |
 LY2556| LY2618 HAMBURGH 1882                       APPROX.14.9 KM 3223031.0 |
 LY2556|---------------------------------------------------------------------|
 LY2556
 LY2556                          SUPERSEDED SURVEY CONTROL
 LY2556
 LY2556  ELLIP H (05/14/99)  330.75   (m)                       GP(       ) 4 1
 LY2556  NAD 83(1996)-  41 02 29.55132(N)    074 25 18.67947(W) AD(       ) 1
 LY2556  NAD 83(1986)-  41 02 29.55093(N)    074 25 18.68161(W) AD(       ) 1
 LY2556  NAD 27      -  41 02 29.19800(N)    074 25 20.12900(W) AD(       ) 1
 LY2556
 LY2556.Superseded values are not recommended for survey control.
 LY2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2556.See file dsdata.txt to determine how the superseded data were derived.
 LY2556
 LY2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4859243530(NAD 83)
 LY2556_MARKER: B = BOLT
 LY2556_SETTING: 66 = SET IN ROCK OUTCROP
 LY2556_SP_SET: ROCK OUTCROP
 LY2556_MARK LOGO: NJGS  
 LY2556_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LY2556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2556+STABILITY: POSITION/ELEVATION WELL
 LY2556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2556+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2005
 LY2556
 LY2556  HISTORY     - Date     Condition        Report By
 LY2556  HISTORY     - 1937     MONUMENTED       NJGS
 LY2556  HISTORY     - 1937     GOOD             NJGS
 LY2556  HISTORY     - 19920917 GOOD
 LY2556  HISTORY     - 19930914 GOOD             NJGS
 LY2556  HISTORY     - 20050514 GOOD             GEOCAC
 LY2556
 LY2556                          STATION DESCRIPTION
 LY2556
 LY2556'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1937
 LY2556'STATION IS MARKED BY A 3/8 INCH BRASS BOLT SET IN LEAD IN ROCK
 LY2556'OUTCROP ON HIGHEST POINT OF KANOUSE MOUNTAIN.  IT WAS ORIGINALLY
 LY2556'ESTABLISHED BY G. WALDO RUDE IN 1934 FOR USE IN THE W MILFORD
 LY2556'TAX MAP SURVEY.
 LY2556'
 LY2556'REFERENCE MARK NO.2 IS A STANDARD C. AND G.S. BRONZE REFERENCE
 LY2556'DISK, STAMPED RUDE 26 R.M.2 SET IN ROCK OUTCROP.  REFERENCE MARKS
 LY2556'NO.1 AND NO.3 ARE STANDARD STATE SURVEY DISKS SET IN ROCK
 LY2556'OUTCROP, STAMPED RUDE 26 R.M. NO.1 AND R.M. NO.3 RESPECTIVELY.
 LY2556'
 LY2556'AZIMUTH MARK IS MONUMENT 1586, A STATE SURVEY DISK SET IN
 LY2556'CONCRETE AT THE TOP OF A RISE ABOUT 130 FEET SE OF A SANDPIT ON
 LY2556'THE NORTHEASTERLY SIDE OF KANOUSE ROAD, 0.3 MILE FROM JUNCTION
 LY2556'OF ROUTE 23.
 LY2556'
 LY2556'TO REACH THE STATION FROM THE INTERSECTION OF UNION VALLEY
 LY2556'ROAD AND THE PATERSON-HAMBURGH TURNPIKE (ROUTE 23) GO SE 0.25 MILE
 LY2556'ALONG ROUTE 23, THENCE EASTERLY AND SOUTHERLY 0.7 MILE ALONG A
 LY2556'DIRT ROAD KNOWN AS KANOUSE ROAD, THENSE S 0.25 MILE ALONG AN OLD
 LY2556'WOOD ROAD, THENCE SOUTHWESTERLY ALONG A FOOTPATH 0.25 MILES TO
 LY2556'TOP OF MOUNTAIN AND STATION SITE.
 LY2556
 LY2556                          STATION RECOVERY (1937)
 LY2556
 LY2556'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1937
 LY2556'RECOVERED IN GOOD CONDITION.
 LY2556
 LY2556                          STATION RECOVERY (1992)
 LY2556
 LY2556'RECOVERED 1992
 LY2556'RECOVERED IN GOOD CONDITION.
 LY2556
 LY2556                          STATION RECOVERY (1993)
 LY2556
 LY2556'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 LY2556'THE STATION IS LOCATED IN MILFORD TOWNSHIP ON THE HIGHEST SUMMIT OF
 LY2556'KANOUSE MOUNTAIN.  TO REACH THE STATION FROM THE INTERSECTION OF
 LY2556'STATE HIGHWAY 23 AND ECHO LAKE ROAD, GO NORTHEAST ON ECHO LAKE ROAD
 LY2556'FOR 0.3 MI (0.5 KM) TO A WOODS ROAD ON THE LEFT.  TURN LEFT AND GO 25
 LY2556'M (82.0 FT) TO A FORK.  BEAR TO THE RIGHT AND GO 200 M (656.2 FT) TO
 LY2556'THE END OF THE ROAD AND THE START OF A WELL DEFINED TRAIL TO THE
 LY2556'LEFT. TURN LEFT AND FOLLOW THE TRAIL FOR 0.3 MI (0.5 KM) TO A TREE
 LY2556'PAINTED RED WITH FLAGGING ON THE RIGHT.  PACK DUE WEST UP A VERY
 LY2556'STEEP SLOPE FOR 0.15 MI (0.24 KM) FOLLOWING FLAGGING AND PAINTED
 LY2556'ROCKS TO THE TOP OF THE RIDGE AND THE START OF ANOTHER TRAIL.  THIS
 LY2556'TRAIL IS MARKED BY THREE TREES PAINTED RED OR WITH RED FLAGGING
 LY2556'ATTACHED.  PACK SOUTHWEST FOR 0.15 MI (0.24 KM) UP TO ONE OF THE
 LY2556'SUMMITS AND DOWN A SLOPE, FOLLOWING A FLAGGED OUT TRAIL TO THE TOP OF
 LY2556'ANOTHER SUMMIT AND THE STATION AHEAD.  THE STATION IS A 0.5 CM
 LY2556'DIAMETER BRASS BOLT WITH CENTER PUNCHED AND CUT CROSSES IN THE TOP,
 LY2556'SET IN WHITE LEAD SOLDER IN A ROCK OUTCROP.  REFERENCE MARK 1, A
 LY2556'STANDARD STATE SURVEY DISK, STAMPED RUDE 26 R.M.NO.1. LOCATED 27.04
 LY2556'FT (8.24 M) SOUTHWEST OF THE STATION ACCORDING TO THE ORIGINAL
 LY2556'DESCRIPTION, WAS FOUND TO BE AN NJDCED DISK STAMPED NO.2 AND IT WAS
 LY2556'27.1 FT (8.3 M) SOUTHWEST OF THE STATION.  REFERENCE MARK 3 WAS
 LY2556'RECOVERED AND FOUND TO BE AN NJDCED DISK STAMPED NO.3, AND IT WAS
 LY2556'43.5 FT (13.3 M) NORTHEAST OF THE STATION, AS DESCRIBED IN THE
 LY2556'ORIGINAL DESCRIPTION.  THE DISTANCE TO EACH MEASURED WITH A CLOTH
 LY2556'TAPE.  REFERENCE MARK 2, AS DESCRIBED IN THE ORIGINAL DESCRIPTION TO
 LY2556'BE 97.93 FT (29.85 M) NORTHWEST OF THE STATION WAS SEARCHED FOR BUT
 LY2556'WAS NOT FOUND.
 LY2556
 LY2556                          STATION RECOVERY (2005)
 LY2556
 LY2556'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 LY2556'FOLLOWED DIRECTIONS PER 1993 RECOVERY.  IT IS A VERY STEEP CLIMB UP
 LY2556'KANOUSE MOUNTAIN.  COORDINATES AND DIRECTIONS GOOD.
 LY2556'RECOVERED REFERENCE MARK 1.  BADLY SCARRED - UNABLE TO READ
 LY2556'DESIGNATION.
 LY2556'RECOVERED REFERENCE MARK 3.
 LY2556'SEARCHED FOR REFERENCE MARK 2.  UNABLE TO LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2815 ***********************************************************************
 JU2815  DESIGNATION -  RUM
 JU2815  PID         -  JU2815
 JU2815  STATE/COUNTY-  NJ/ATLANTIC
 JU2815  USGS QUAD   -  OCEANVILLE (1989)
 JU2815
 JU2815                         *CURRENT SURVEY CONTROL
 JU2815  ___________________________________________________________________
 JU2815* NAD 83(1996)-  39 22 55.10986(N)    074 24 19.45524(W)     ADJUSTED  
 JU2815* NAVD 88     -         1.2    (meters)       4.     (feet)  VERTCON   
 JU2815  ___________________________________________________________________
 JU2815  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 JU2815  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JU2815
 JU2815  HORZ ORDER  -  THIRD
 JU2815
 JU2815.The horizontal coordinates were established by classical geodetic methods
 JU2815.and adjusted by the National Geodetic Survey in September 1999..
 JU2815
 JU2815.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2815
 JU2815.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2815
 JU2815.The geoid height was determined by GEOID03.
 JU2815
 JU2815;                    North         East     Units Scale Factor Converg.
 JU2815;SPC NJ       -    60,907.020   158,149.435   MT  0.99990082   +0 03 36.1
 JU2815;SPC NJ       -   199,825.78    518,861.94   sFT  0.99990082   +0 03 36.1
 JU2815;UTM  18      - 4,359,334.745   551,209.293   MT  0.99963229   +0 22 38.2
 JU2815
 JU2815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2815!SPC NJ       -   1.00000519  x   0.99990082  =   0.99990601
 JU2815!UTM  18      -   1.00000519  x   0.99963229  =   0.99963748
 JU2815
 JU2815|---------------------------------------------------------------------|
 JU2815| PID    Reference Object                     Distance      Geod. Az  |
 JU2815|                                                           dddmmss.s |
 JU2815| CB2953 RUM RM 2                              8.123 METERS 01111     |
 JU2815| JU4102 RUM ECC                              47.206 METERS 03643     |
 JU2815| JU2816 MARK USE 1962                        90.044 METERS 06113     |
 JU2815| JU4100 RUM 2                                69.875 METERS 10409     |
 JU2815| CS4387 RUM 2 RM 3                                         12537     |
 JU2815| JU2765 ATLANTIC CITY CLARIDGE HOTEL        APPROX. 3.5 KM 2195801.8 |
 JU2815| JU2770 ATLANTIC CITY MUNICIPAL TANK        APPROX. 2.2 KM 2360559.2 |
 JU2815| CB2952 RUM RM 1                              6.642 METERS 27903     |
 JU2815| CB2951 RUM AZ MK                                          2972653.3 |
 JU2815|---------------------------------------------------------------------|
 JU2815
 JU2815                          SUPERSEDED SURVEY CONTROL
 JU2815
 JU2815  NAD 83(1986)-  39 22 55.09905(N)    074 24 19.44727(W) AD(       ) 3
 JU2815  NAD 27      -  39 22 54.67700(N)    074 24 20.91850(W) AD(       ) 3
 JU2815  NGVD 29 (06/22/90)    1.6    (m)            5.     (f) VERT ANG       
 JU2815
 JU2815.Superseded values are not recommended for survey control.
 JU2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2815.See file dsdata.txt to determine how the superseded data were derived.
 JU2815
 JU2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5120959335(NAD 83)
 JU2815_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JU2815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU2815_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2815+STABILITY: SURFACE MOTION
 JU2815
 JU2815  HISTORY     - Date     Condition        Report By
 JU2815  HISTORY     - 1962     MONUMENTED       CGS
 JU2815  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU2815  HISTORY     - 1981     GOOD             NGS
 JU2815
 JU2815                          STATION DESCRIPTION
 JU2815
 JU2815'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2815'THE STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF BRIGANTINE
 JU2815'ISLAND, ABOUT 0.8 MILE EAST OF THE ABSECON INLET BRIDGE.  IT IS
 JU2815'29 FEET NORTHWEST OF THE CENTERLINE OF A SAND ROAD, AND 4 FEET
 JU2815'SOUTHWEST OF A WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND
 JU2815'THE DISK IS STAMPED RUM 1962.
 JU2815'
 JU2815'TO REACH FROM THE POST OFFICE IN BRIGANTINE, GO SOUTHWEST ON
 JU2815'BRIGANTINE AVE. FOR 0.8 MILE TO A FORK.* KEEP LEFT AND CONTINUE
 JU2815'SOUTHWEST ON BRIGANTINE AVE. FOR 0.8 MILE TO THE END OF THE
 JU2815'STREET.  BEAR RIGHT AND CONTINUE SOUTHERLY ON A SAND ROAD FOR
 JU2815'0.5 MILE THROUGH A GARBAGE DUMP, TO A SIDE ROAD RIGHT.  CONTINUE
 JU2815'AHEAD SOUTHERLY ON THE SAND ROAD FOR 0.25 MILE TO THE STATION
 JU2815'ON THE RIGHT.
 JU2815'
 JU2815'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTHWEST ON
 JU2815'BRIGANTINE BOULEVARD FOR 0.3 MILE TO A CIRCLE DRIVE.  CONTINUE
 JU2815'WEST ON BRIGANTINE BOULEVARD FOR 0.7 MILE TO THE NORTHEAST END
 JU2815'OF THE EXTENDED BRIDGE GUARD RAIL AND THE AZIMUTH MARK ON THE
 JU2815'LEFT.
 JU2815'
 JU2815'REFERENCE MARK 1 IS 42 FEET NORTHWEST OF THE CENTERLINE OF THE
 JU2815'SAND ROAD, AND 25 FEET WEST OF THE WITNESS POST.  THE MONUMENT
 JU2815'PROJECTS 6 INCHES AND THE DISK IS STAMPED RUM NO 1 1962.
 JU2815'
 JU2815'REFERENCE MARK 2 IS 50 FEET NORTHWEST OF THE CENTERLINE OF THE
 JU2815'SAND ROAD, AND 25 FEET NORTH OF THE WITNESS POST.  THE MONUMENT
 JU2815'PROJECTS 6 INCHES AND THE DISK IS STAMPED RUM NO 2 1962.
 JU2815'
 JU2815'THE AZIMUTH MARK IS 36 FEET EAST OF A POWER POLE WITH A
 JU2815'TRANSFORMER, 23 FEET SOUTH OF THE CENTERLINE OF BRIGANTINE
 JU2815'BOULEVARD, 2 FEET SOUTHEAST OF A WITNESS POST, AND 1 FOOT EAST
 JU2815'OF THE EAST END OF A WOODEN GUARD RAIL.  THE MONUMENT PROJECTS
 JU2815'7 INCHES AND THE DISK IS STAMPED RUM 1962.
 JU2815'
 JU2815'MARK (USE) IS A U.S.E. DEPARTMENT DISK NOT STAMPED, SET IN THE
 JU2815'TOP OF A 10 INCH CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 14
 JU2815'FEET NORTHWEST OF THE CENTERLINE OF THE SAND ROAD.
 JU2815'
 JU2815'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU2815
 JU2815                          STATION RECOVERY (1979)
 JU2815
 JU2815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 JU2815'A SEARCH WAS MADE FOR THE STATION AND NO EVIDENCE OF ANY MARKS WERE
 JU2815'FOUND.  THE ENTIRE AREA HAS BEEN BUILT UP INTO HOUSES AND IT IS
 JU2815'BELIEVED ALL MARKS ARE COVERED WITH SEVERAL FEET OF FILL OR DESTROYED.
 JU2815
 JU2815                          STATION RECOVERY (1981)
 JU2815
 JU2815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RGP)
 JU2815'THE STATION WAS RECOVERED AT THIS DATE.
 JU2815'THE STATION MARK UNDER 2 FEET OF SAND WAS RECOVERED AS WAS
 JU2815'REFERENCE MARK NO 1.  REFERENCE MARK NO 2 WAS FOUND DETROYED.  THE
 JU2815'AZIMUTH MARK WAS NOT RECOVERED.  THE STATION AND REFERENCE MARKS
 JU2815'WILL SOON BE DESTROYED.  NEW STATIONS RUM 2 AND RUM ECC WERE
 JU2815'ESTABLISHED AT THIS TIME.
 JU2815'
 JU2815'DESCRIBED BY R G POUST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4100 ***********************************************************************
 JU4100  DESIGNATION -  RUM 2
 JU4100  PID         -  JU4100
 JU4100  STATE/COUNTY-  NJ/ATLANTIC
 JU4100  USGS QUAD   -  OCEANVILLE (1989)
 JU4100
 JU4100                         *CURRENT SURVEY CONTROL
 JU4100  ___________________________________________________________________
 JU4100* NAD 83(1996)-  39 22 54.55596(N)    074 24 16.62424(W)     ADJUSTED  
 JU4100* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 JU4100  ___________________________________________________________________
 JU4100  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 JU4100  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JU4100
 JU4100  HORZ ORDER  -  SECOND
 JU4100
 JU4100.The horizontal coordinates were established by classical geodetic methods
 JU4100.and adjusted by the National Geodetic Survey in September 1999..
 JU4100
 JU4100.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4100
 JU4100.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4100
 JU4100.The geoid height was determined by GEOID03.
 JU4100
 JU4100;                    North         East     Units Scale Factor Converg.
 JU4100;SPC NJ       -    60,890.011   158,217.200   MT  0.99990083   +0 03 37.9
 JU4100;SPC NJ       -   199,769.98    519,084.26   sFT  0.99990083   +0 03 37.9
 JU4100;UTM  18      - 4,359,318.116   551,277.133   MT  0.99963237   +0 22 40.0
 JU4100
 JU4100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4100!SPC NJ       -   1.00000514  x   0.99990083  =   0.99990597
 JU4100!UTM  18      -   1.00000514  x   0.99963237  =   0.99963751
 JU4100
 JU4100:                Primary Azimuth Mark                     Grid Az
 JU4100:SPC NJ       -  RUM 2 AZ MK                              052 21 13.6
 JU4100:UTM  18      -  RUM 2 AZ MK                              052 02 11.5
 JU4100
 JU4100|---------------------------------------------------------------------|
 JU4100| PID    Reference Object                     Distance      Geod. Az  |
 JU4100|                                                           dddmmss.s |
 JU4100| JU4101 RUM 2 AZ MK                         APPROX. 0.6 KM 0522451.5 |
 JU4100| CS4387 RUM 2 RM 3                           32.525 METERS 25348     |
 JU4100| JU2815 RUM                                  69.875 METERS 28409     |
 JU4100| JU4102 RUM ECC                              67.666 METERS 32415     |
 JU4100| CS4388 RUM 2 RM 4                           76.307 METERS 35243     |
 JU4100|---------------------------------------------------------------------|
 JU4100
 JU4100                          SUPERSEDED SURVEY CONTROL
 JU4100
 JU4100  NAD 83(1986)-  39 22 54.54516(N)    074 24 16.61639(W) AD(       ) 2
 JU4100  NGVD 29 (06/22/90)    2.0    (m)            7.     (f) VERT ANG       
 JU4100
 JU4100.Superseded values are not recommended for survey control.
 JU4100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4100.See file dsdata.txt to determine how the superseded data were derived.
 JU4100
 JU4100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5127759318(NAD 83)
 JU4100_MARKER: DS = TRIANGULATION STATION DISK
 JU4100_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU4100_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4100+STABILITY: SURFACE MOTION
 JU4100
 JU4100  HISTORY     - Date     Condition        Report By
 JU4100  HISTORY     - 1981     MONUMENTED       NGS
 JU4100
 JU4100                          STATION DESCRIPTION
 JU4100
 JU4100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (RGP)
 JU4100'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 JU4100'NORTHEAST OF ATLANTIC CITY,
 JU4100'1.6 KM (1.0 MI) SOUTHWEST OF THE CENTER OF BRIGANTINE,
 JU4100'1.2 KM (0.7 MI) EAST OF THE ABSECON INLET BRIDGE AND JUST SOUTHWEST
 JU4100'OF THE STREET INTERSECTION OA HARBOR BEACH BOULAVARD AND OCEAN
 JU4100'DRIVE.
 JU4100'OWNERSHIP--CITY RIGHT OF WAY.
 JU4100'
 JU4100'TO REACH THE STATION FROM THE POST OFFICE IN BRIGANTINE, GO
 JU4100'SOUTHEAST AND THEN SOUTHWEST ON HARBOR OCEAN BOULEVARD FOR 1.45 KM
 JU4100'(0.9 MI) TO THE STATION ON THE LEFT.
 JU4100'
 JU4100'THE STATION IS A STANDARD NGS DISK
 JU4100'STAMPED---RUM 2 1981---,
 JU4100'SET INTO A DRILL HOLE IN THE CURB IN THE SOUTH ANGLE OF THE
 JU4100'INTERSECTION OF THE DRIVE WITH OCEAN DRIVE EAST.
 JU4100'13.6 METERS (44.6 FT) NORTH FROM THE NORTH CORNER OF THE HOUSE AT
 JU4100'5100 HARBOR BEACH BOULEVARD,
 JU4100'8.1 METERS (26.6 FT) SOUTHWEST FROM THE CENTER OF OCEAN DRIVE EAST,
 JU4100'4.9 METERS (16.0 FT) SOUTHEAST FROM THE CENTER OF HARBOR BEACH
 JU4100'BOULEVARD AND
 JU4100'3.0 METERS (9.8 FT) NORTHEAST FROM A FIRE HYDRANT.
 JU4100'
 JU4100'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK
 JU4100'STAMPED---RUM 2 NO 3 1981---,
 JU4100'SET INTO A DRILL HOLE IN THE EAST SIDE CURB OF THE ISLAND IN THE
 JU4100'CENTER OF HARBOR BEACH BOULEVARD.
 JU4100'29.6 METERS (97.2 FT) SOUTH-SOUTHWEST FROM A FIRE HYDRANT,
 JU4100'22.3 METERS (73.2 FT) WEST FROM THE NORTH CORNER OF THE HOUSE AT
 JU4100'5102 HARBOR BEACH BOULEVARD,
 JU4100'6.0 METERS (19.8 FT) SOUTH FROM A POWER POLE A18139 AND
 JU4100'4.6 METERS (15.0 FT) NORTHWEST FROM THE CENTER OF THE NORTHEAST
 JU4100'BOUND LANE OF HARBOR BOULEVARD.
 JU4100'MARK IS LEVEL WITH THE STATION.
 JU4100'
 JU4100'REFERENCE MARK NO. 4 IS A STANDARD NGS DISK
 JU4100'STAMPED---RUM 2 NO 4 1981---,
 JU4100'SET INTO A DRILL HOLE IN THE CURB ALONG THE NORTHEAST SIDE OF OCEAN
 JU4100'DRIVE.
 JU4100'50.0 METERS (164 FT) NORTHWEST FROM THE CENTER OF HARBOR BOULEVARD,
 JU4100'12.8 METERS (42.0 FT) NORTHWEST FROM A POWER POLE A16523,
 JU4100'9.5 METERS (31.0 FT) NORTHEAST FROM THE CENTER OF OCEAN DRIVE AND
 JU4100'3.0 METERS (9.7 FT) SOUTHWEST FROM THE SOUTHWEST SIDE OF AN
 JU4100'APARTMENT BUILDING.
 JU4100'MARK IS 0.3 METERS ABOVE THE STATION.
 JU4100'
 JU4100'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 JU4100'STAMPED---RUM 2 1981---,
 JU4100'SET INTO A DRILL HOLE IN THE CURB ALONG THE SOUTHWEST SIDE OF THE
 JU4100'OF THE TRAFFIC ISLAND IN HARBOR BEACH BOULEVARD.
 JU4100'23.4 METERS (76.9 FT) EAST FROM THE SOUTHEAST CORNER OF A HOUSE AT
 JU4100'4625 HARBOR BEACH BOULEVARD,
 JU4100'22.4 METERS (73.5 FT) SOUTHWEST FROM THE CENTER OF A MANHOLE,
 JU4100'8.8 METERS (29.0 FT) WEST-NORTHWEST FROM THE CENTER OF THE NORTH
 JU4100'BOUND LANE AND
 JU4100'4.3 METERS (14.0 FT) EAST-SOUTHEAST FROM THE CENTER OF THE
 JU4100'BOUND LAND.
 JU4100'TO REACH THE AZIMUTH FROM THE STATION,
 JU4100'GO NORTHEAST FOR 0.55 KM (0.35 MI) ON HARBOR BEACH BOULEVARD TO A
 JU4100'SIDE STREET ON THE RIGHT AND THE MARK ON THE LEFT.
 JU4100'
 JU4100'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 JU4100'FOR ADDITIONAL INFORMATION SEE STATION RUM ECC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4101 ***********************************************************************
 JU4101  DESIGNATION -  RUM 2 AZ MK
 JU4101  PID         -  JU4101
 JU4101  STATE/COUNTY-  NJ/ATLANTIC
 JU4101  USGS QUAD   -  OCEANVILLE (1989)
 JU4101
 JU4101                         *CURRENT SURVEY CONTROL
 JU4101  ___________________________________________________________________
 JU4101* NAD 83(1996)-  39 23 05.54292(N)    074 23 58.22924(W)     ADJUSTED  
 JU4101* NAVD 88     -         2.     (meters)       7.     (feet)  VERTCON   
 JU4101  ___________________________________________________________________
 JU4101  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 JU4101  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JU4101
 JU4101  HORZ ORDER  -  SECOND
 JU4101
 JU4101.The horizontal coordinates were established by classical geodetic methods
 JU4101.and adjusted by the National Geodetic Survey in September 1999..
 JU4101.No horizontal observational check was made to the station.
 JU4101
 JU4101.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4101
 JU4101.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4101
 JU4101.The geoid height was determined by GEOID03.
 JU4101
 JU4101;                    North         East     Units Scale Factor Converg.
 JU4101;SPC NJ       -    61,229.289   158,657.027   MT  0.99990092   +0 03 49.6
 JU4101;SPC NJ       -   200,883.09    520,527.26   sFT  0.99990092   +0 03 49.6
 JU4101;UTM  18      - 4,359,659.732   551,714.958   MT  0.99963293   +0 22 51.7
 JU4101
 JU4101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4101!SPC NJ       -   1.00000502  x   0.99990092  =   0.99990594
 JU4101!UTM  18      -   1.00000502  x   0.99963293  =   0.99963795
 JU4101
 JU4101                          SUPERSEDED SURVEY CONTROL
 JU4101
 JU4101  NAD 83(1986)-  39 23 05.53199(N)    074 23 58.22127(W) AD(       ) 2
 JU4101  NGVD 29 (06/22/90)    3.     (m)           10.     (f) VERT ANG       
 JU4101
 JU4101.Superseded values are not recommended for survey control.
 JU4101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4101.See file dsdata.txt to determine how the superseded data were derived.
 JU4101
 JU4101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5171559660(NAD 83)
 JU4101_MARKER: DS = TRIANGULATION STATION DISK
 JU4101_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU4101_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4101+STABILITY: SURFACE MOTION
 JU4101
 JU4101  HISTORY     - Date     Condition        Report By
 JU4101  HISTORY     - 1981     MONUMENTED       NGS
 JU4101
 JU4101                          STATION DESCRIPTION
 JU4101
 JU4101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (RGP)
 JU4101'THE STATION IS LOCATED ABOUT 3.6 KM (2.25 MI)
 JU4101'NORTHEAST OF ATLANTIC CITY,
 JU4101'1.2 KM (0.65 MI) SOUTHWEST OF BRIGANTINE IN THE CENTER ISLAND OF
 JU4101'HARBOR BEACH BOULEVARD.
 JU4101'OWNERSHIP--CITY RIGHT OF WAY
 JU4101'
 JU4101'TO REACH THE STATION FROM THE POST OFFICE IN BRIGANTINE, GO
 JU4101'SOUTHEAST THEN SOUTHWEST ON HARBOR BEACH BOULEVARD FOR 0.9 KM
 JU4101'(0.55 MI) TO A SIDE STRREET RIGHT AND THE STATION ON THE RIGHT SIDE
 JU4101'OF THE THE CENTER ISLAND.
 JU4101'
 JU4101'THE STATION IS A STANDARD NGS DISK
 JU4101'STAMPED---RUM 2 AZ MK 1981---,
 JU4101'SET INTO A DRILL HOLE IN THE CURB ON THE WEST SIDE OF THE ISLAND IN
 JU4101'THE STREET.
 JU4101'23.4 METERS (76.9 FT) EAST FROM THE SOUTHEAST CORNER OF A HOUSE,
 JU4101'22.4 METERS (73.5 FT) SOUTHWEST FROM A MANHOLE,
 JU4101'8.8 METERS (29.0 FT) WEST-NORTHWEST FROM THE CENTER OF THE
 JU4101'NORTHEAST BOUND LANE AND
 JU4101'4.3 METERS (14.0 FT) EAST-SOUTHEAST FROM THE CENTER OF THE
 JU4101'SOUTHWEST BOUND LANE.
 JU4101'
 JU4101'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 JU4101'DESCRIBED BY R G POUST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4102 ***********************************************************************
 JU4102  DESIGNATION -  RUM ECC
 JU4102  PID         -  JU4102
 JU4102  STATE/COUNTY-  NJ/ATLANTIC
 JU4102  USGS QUAD   -  OCEANVILLE (1989)
 JU4102
 JU4102                         *CURRENT SURVEY CONTROL
 JU4102  ___________________________________________________________________
 JU4102* NAD 83(1996)-  39 22 56.33678(N)    074 24 18.27589(W)     ADJUSTED  
 JU4102* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU4102  ___________________________________________________________________
 JU4102  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 JU4102  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JU4102
 JU4102  HORZ ORDER  -  SECOND
 JU4102
 JU4102.The horizontal coordinates were established by classical geodetic methods
 JU4102.and adjusted by the National Geodetic Survey in September 1999..
 JU4102
 JU4102.The orthometric height was scaled from a topographic map.
 JU4102
 JU4102.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4102
 JU4102.The geoid height was determined by GEOID03.
 JU4102
 JU4102;                    North         East     Units Scale Factor Converg.
 JU4102;SPC NJ       -    60,944.884   158,177.618   MT  0.99990082   +0 03 36.8
 JU4102;SPC NJ       -   199,950.01    518,954.40   sFT  0.99990082   +0 03 36.8
 JU4102;UTM  18      - 4,359,372.754   551,237.258   MT  0.99963232   +0 22 38.9
 JU4102
 JU4102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4102!SPC NJ       -   1.00000501  x   0.99990082  =   0.99990583
 JU4102!UTM  18      -   1.00000501  x   0.99963232  =   0.99963733
 JU4102
 JU4102|---------------------------------------------------------------------|
 JU4102| PID    Reference Object                     Distance      Geod. Az  |
 JU4102|                                                           dddmmss.s |
 JU4102| JU4100 RUM 2                                67.666 METERS 14415     |
 JU4102| JU2815 RUM                                  47.206 METERS 21643     |
 JU4102| JU2765 ATLANTIC CITY CLARIDGE HOTEL        APPROX. 3.6 KM 2195528.9 |
 JU4102| JU2770 ATLANTIC CITY MUNICIPAL TANK        APPROX. 2.3 KM 2354223.0 |
 JU4102|---------------------------------------------------------------------|
 JU4102
 JU4102                          SUPERSEDED SURVEY CONTROL
 JU4102
 JU4102  NAD 83(1986)-  39 22 56.32591(N)    074 24 18.26796(W) AD(       ) 2
 JU4102
 JU4102.Superseded values are not recommended for survey control.
 JU4102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4102.See file dsdata.txt to determine how the superseded data were derived.
 JU4102
 JU4102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5123759373(NAD 83)
 JU4102_MARKER: DS = TRIANGULATION STATION DISK
 JU4102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU4102_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4102+STABILITY: SURFACE MOTION
 JU4102
 JU4102  HISTORY     - Date     Condition        Report By
 JU4102  HISTORY     - 1981     MONUMENTED       NGS
 JU4102
 JU4102                          STATION DESCRIPTION
 JU4102
 JU4102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (RGP)
 JU4102'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 JU4102'NORTHEAST OF ATLANTIC CITY,
 JU4102'3.2 KM (2.0 MI) SOUTHWEST OF BRIGANTINE AND
 JU4102'0.8 KM (0.5 MI) NORTHWEST OF THE SHORELINE.
 JU4102'OWNERSHIP--HARBOR VIEW HOLDINGS, BRIGANTINE, N.J. 609-266-0221.
 JU4102'
 JU4102'TO REACH THE STATION FROM THE POST OFFICE IN BRIGANTINE FOLLOW
 JU4102'HARBOR BEACH BOULEVARD SOUTHEST THEN SOUTHWEST FOR
 JU4102'1.5 KM (0.9 MI) TO OCEAN DRIVE AND THE STATION ON THE RIGHT.
 JU4102'
 JU4102'THE STATION IS A STANDARD NGS DISK
 JU4102'STAMPED---RUM ECC 1981---,
 JU4102'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU4102'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JU4102'50.4 METERS (165.2 FT) NORTHWEST FROM THE CENTER OF HARBOR BEACH
 JU4102'BOULEVARD,
 JU4102'39.0 METERS (128.0 FT) WEST FROM A POWER POLE A16523,
 JU4102'26.5 METERS (87 FT) SOUTHWEST FROM THE CENTER OF OCEAN DRIVE AND
 JU4102'0.36 METERS (1.2 FT) SOUTHEAST FROM A WITNESS POST.
 JU4102'
 JU4102'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 JU4102'FOR ADDITIONAL INFORMATION SEE STATIONS RUM 1962 AND RUM 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5059 ***********************************************************************
 KV5059  DESIGNATION -  RUMSON COUNTRY CLUB TANK
 KV5059  PID         -  KV5059
 KV5059  STATE/COUNTY-  NJ/MONMOUTH
 KV5059  USGS QUAD   -  LONG BRANCH (1981)
 KV5059
 KV5059                         *CURRENT SURVEY CONTROL
 KV5059  ___________________________________________________________________
 KV5059* NAD 83(1996)-  40 20 46.71055(N)    074 01 03.35455(W)     ADJUSTED  
 KV5059* NAVD 88     -                                                        
 KV5059  ___________________________________________________________________
 KV5059  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 KV5059  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KV5059
 KV5059  HORZ ORDER  -  THIRD
 KV5059
 KV5059.The horizontal coordinates were established by classical geodetic methods
 KV5059.and adjusted by the National Geodetic Survey in September 1999..
 KV5059
 KV5059
 KV5059.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5059
 KV5059.The geoid height was determined by GEOID03.
 KV5059
 KV5059;                    North         East     Units Scale Factor Converg.
 KV5059;SPC NJ       -   168,075.644   190,981.251   MT  0.99992067   +0 18 44.3
 KV5059;SPC NJ       -   551,428.18    626,577.65   sFT  0.99992067   +0 18 44.3
 KV5059;UTM  18      - 4,466,658.325   583,433.007   MT  0.99968569   +0 38 09.8
 KV5059
 KV5059                          SUPERSEDED SURVEY CONTROL
 KV5059
 KV5059  NAD 83(1986)-  40 20 46.70848(N)    074 01 03.35155(W) AD(       ) 4
 KV5059  NAD 27      -  40 20 46.31600(N)    074 01 04.85800(W) AD(       ) 3
 KV5059
 KV5059.Superseded values are not recommended for survey control.
 KV5059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5059.See file dsdata.txt to determine how the superseded data were derived.
 KV5059
 KV5059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8343366658(NAD 83)
 KV5059_MARKER: 51 = TANK
 KV5059
 KV5059  HISTORY     - Date     Condition        Report By
 KV5059  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5059  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 KV5059
 KV5059                          STATION DESCRIPTION
 KV5059
 KV5059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5059'STATION IS THE APEX OF THE ROOF OF THE 80 FOOT WHITE WOOD
 KV5059'TANK AT THE RUMSON COUNTRY CLUB.
 KV5059'
 KV5059'LOCATED ON THE SHREWSBURY RIVER ON THE N BANK OF LITTLE SILVER
 KV5059'CREEK 1.5 MILES E OF LITTLE SILVER ON THE PROPERTY OF THE
 KV5059'RUMSON COUNTRY CLUB.
 KV5059'
 KV5059'REACHED FROM RED BANK VIA BRANCH AVENUE SE TO RUMSON ROAD,
 KV5059'THEN NE 2.0 MILES TO CLUB WAY DRIVE, THEN SE TO STATION.
 KV5059
 KV5059                          STATION RECOVERY (1995)
 KV5059
 KV5059'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2779 ***********************************************************************
 KU2779  DESIGNATION -  RUMSON HOLY CROSS SPIRE
 KU2779  PID         -  KU2779
 KU2779  STATE/COUNTY-  NJ/MONMOUTH
 KU2779  USGS QUAD   -  LONG BRANCH (1981)
 KU2779
 KU2779                         *CURRENT SURVEY CONTROL
 KU2779  ___________________________________________________________________
 KU2779* NAD 83(1996)-  40 22 00.63583(N)    073 58 49.02120(W)     ADJUSTED  
 KU2779* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KU2779  ___________________________________________________________________
 KU2779  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 KU2779  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KU2779
 KU2779  HORZ ORDER  -  THIRD
 KU2779
 KU2779.The horizontal coordinates were established by classical geodetic methods
 KU2779.and adjusted by the National Geodetic Survey in September 1999..
 KU2779
 KU2779.The orthometric height was scaled from a topographic map.
 KU2779
 KU2779.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2779
 KU2779.The geoid height was determined by GEOID03.
 KU2779
 KU2779;                    North         East     Units Scale Factor Converg.
 KU2779;SPC NJ       -   170,373.594   194,137.862   MT  0.99992397   +0 20 11.8
 KU2779;SPC NJ       -   558,967.37    636,933.97   sFT  0.99992397   +0 20 11.8
 KU2779;UTM  18      - 4,468,973.538   586,575.848   MT  0.99969226   +0 39 37.8
 KU2779
 KU2779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2779!SPC NJ       -   1.00000516  x   0.99992397  =   0.99992913
 KU2779!UTM  18      -   1.00000516  x   0.99969226  =   0.99969742
 KU2779
 KU2779                          SUPERSEDED SURVEY CONTROL
 KU2779
 KU2779  NAD 83(1986)-  40 22 00.63484(N)    073 58 49.01915(W) AD(       ) 4
 KU2779  NAD 27      -  40 22 00.24400(N)    073 58 50.53200(W) AD(       ) 3
 KU2779
 KU2779.Superseded values are not recommended for survey control.
 KU2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2779.See file dsdata.txt to determine how the superseded data were derived.
 KU2779
 KU2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8657668974(NAD 83)
 KU2779_MARKER: 90 = CHURCH SPIRE
 KU2779_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2779
 KU2779  HISTORY     - Date     Condition        Report By
 KU2779  HISTORY     - 1934     FIRST OBSERVED   USE
 KU2779  HISTORY     - 1962     GOOD             CGS
 KU2779  HISTORY     - 1981     GOOD             NOS
 KU2779  HISTORY     - 1982     GOOD             NOS
 KU2779  HISTORY     - 1988     GOOD             NOSAMC
 KU2779  HISTORY     - 19920611 GOOD             USPSQD
 KU2779
 KU2779                          STATION DESCRIPTION
 KU2779
 KU2779'DESCRIBED BY US ENGINEERS 1934 (ERM)
 KU2779'STATION ESTABLISHED BY UNITED STATES ARMY ENGINEERS DEPARTMENT
 KU2779'NO DESCRIPTION AVAILABLE BY THAT DEPARTMENT.
 KU2779'
 KU2779'DESCRIPTION AS FOLLOWS--STATION IS THE CENTER OF THE TOP OF THE
 KU2779'LARGE GILT CROSS ON THE BLACK SPIRE (85 FEET) OF THE CHURCH
 KU2779'OF THE HOLY CROSS (ROMAN CATHOLIC) ON S SHREWSBURY DRIVE IN
 KU2779'RUMSON.  THIS IS BY FAR THE MOST CONSPICUOUS SPIRE AND CROSS
 KU2779'IN THE VICINITY.
 KU2779'
 KU2779'NO MARKS ESTABLISHED.
 KU2779
 KU2779                          STATION RECOVERY (1962)
 KU2779
 KU2779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2779'RECOVERED IN GOOD CONDITION.
 KU2779
 KU2779                          STATION RECOVERY (1981)
 KU2779
 KU2779'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 KU2779'CHURCH, SPIRE, AND GILT CROSS ALL RECOVERED.
 KU2779'DESCRIPTION IS ADEQUATE.
 KU2779
 KU2779                          STATION RECOVERY (1982)
 KU2779
 KU2779'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 KU2779'RECOVERED AS DESCRIBED.
 KU2779'
 KU2779'RECOVERED BY J. DUNFORD.
 KU2779
 KU2779                          STATION RECOVERY (1988)
 KU2779
 KU2779'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KU2779'THE STATION WAS RECOVERED IN APPARENT GOOD CONDITION.
 KU2779
 KU2779                          STATION RECOVERY (1992)
 KU2779
 KU2779'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4957 ***********************************************************************
 KV4957  DESIGNATION -  RUMSON INCINERATOR STACK
 KV4957  PID         -  KV4957
 KV4957  STATE/COUNTY-  NJ/MONMOUTH
 KV4957  USGS QUAD   -  SANDY HOOK (1981)
 KV4957
 KV4957                         *CURRENT SURVEY CONTROL
 KV4957  ___________________________________________________________________
 KV4957* NAD 83(1996)-  40 22 36.46797(N)    074 00 02.34954(W)     ADJUSTED  
 KV4957* NAVD 88     -                                                        
 KV4957  ___________________________________________________________________
 KV4957  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 KV4957  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KV4957
 KV4957  HORZ ORDER  -  THIRD
 KV4957
 KV4957.The horizontal coordinates were established by classical geodetic methods
 KV4957.and adjusted by the National Geodetic Survey in September 1999..
 KV4957
 KV4957
 KV4957.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4957
 KV4957.The geoid height was determined by GEOID03.
 KV4957
 KV4957;                    North         East     Units Scale Factor Converg.
 KV4957;SPC NJ       -   171,468.766   192,401.743   MT  0.99992212   +0 19 24.6
 KV4957;SPC NJ       -   562,560.44    631,238.05   sFT  0.99992212   +0 19 24.6
 KV4957;UTM  18      - 4,470,058.626   584,833.970   MT  0.99968859   +0 38 50.7
 KV4957
 KV4957                          SUPERSEDED SURVEY CONTROL
 KV4957
 KV4957  NAD 83(1986)-  40 22 36.46829(N)    074 00 02.34787(W) AD(       ) 4
 KV4957  NAD 27      -  40 22 36.07800(N)    074 00 03.85600(W) AD(       ) 3
 KV4957
 KV4957.Superseded values are not recommended for survey control.
 KV4957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4957.See file dsdata.txt to determine how the superseded data were derived.
 KV4957
 KV4957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8483470059(NAD 83)
 KV4957_MARKER: 63 = STACK
 KV4957
 KV4957  HISTORY     - Date     Condition        Report By
 KV4957  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV4957  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 KV4957
 KV4957                          STATION DESCRIPTION
 KV4957
 KV4957'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV4957'STATION IS CENTER LINE OF THE TOP OF THE ROUND YELLOW BRICK STACK
 KV4957'AT THE RUMSON INCINERATOR PLANT AT RUMSON.  STACK IS APPROXIMATELY
 KV4957'80 FEET HIGH.
 KV4957'
 KV4957'REACHED FROM RED BANK VIA RIVER ROAD TO E. OCEANIC AND STATION.
 KV4957
 KV4957                          STATION RECOVERY (1995)
 KV4957
 KV4957'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4971 ***********************************************************************
 KV4971  DESIGNATION -  RUMSON OCEANIC BRIDGE LIGHT
 KV4971  PID         -  KV4971
 KV4971  STATE/COUNTY-  NJ/MONMOUTH
 KV4971  USGS QUAD   -  SANDY HOOK (1981)
 KV4971
 KV4971                         *CURRENT SURVEY CONTROL
 KV4971  ___________________________________________________________________
 KV4971* NAD 83(1996)-  40 22 42.27018(N)    074 00 45.01679(W)     ADJUSTED  
 KV4971* NAVD 88     -                                                        
 KV4971  ___________________________________________________________________
 KV4971  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 KV4971  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KV4971
 KV4971  HORZ ORDER  -  THIRD
 KV4971
 KV4971.The horizontal coordinates were established by classical geodetic methods
 KV4971.and adjusted by the National Geodetic Survey in September 1999..
 KV4971
 KV4971
 KV4971.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4971
 KV4971.The geoid height was determined by GEOID03.
 KV4971
 KV4971;                    North         East     Units Scale Factor Converg.
 KV4971;SPC NJ       -   171,642.104   191,394.346   MT  0.99992109   +0 18 57.0
 KV4971;SPC NJ       -   563,129.14    627,932.95   sFT  0.99992109   +0 18 57.0
 KV4971;UTM  18      - 4,470,226.225   583,825.846   MT  0.99968650   +0 38 23.2
 KV4971
 KV4971                          SUPERSEDED SURVEY CONTROL
 KV4971
 KV4971  NAD 83(1986)-  40 22 42.27000(N)    074 00 45.01510(W) AD(       ) 4
 KV4971  NAD 27      -  40 22 41.88000(N)    074 00 46.52000(W) AD(       ) 3
 KV4971
 KV4971.Superseded values are not recommended for survey control.
 KV4971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4971.See file dsdata.txt to determine how the superseded data were derived.
 KV4971
 KV4971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8382670226(NAD 83)
 KV4971_MARKER: 14 = NAVIGATION LIGHT
 KV4971
 KV4971  HISTORY     - Date     Condition        Report By
 KV4971  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV4971  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 KV4971
 KV4971                          STATION DESCRIPTION
 KV4971
 KV4971'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV4971'STATION IS THE CENTER OF THE TOP OF THE SIGNAL LAMP ON THE TOP OF
 KV4971'THE DRAW OF THE OCEANIC BRIDGE OVER THE NAVESINK (NORTH BRANCH)
 KV4971'RIVER AT OCEANIC.
 KV4971'
 KV4971'REACHED FROM RED BANK VIA RIVER ROAD TO OCEANIC BRIDGE AND STATION.
 KV4971
 KV4971                          STATION RECOVERY (1995)
 KV4971
 KV4971'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2760 ***********************************************************************
 KU2760  DESIGNATION -  RUMSON W T COLEMAN WINDMILL
 KU2760  PID         -  KU2760
 KU2760  STATE/COUNTY-  NJ/MONMOUTH
 KU2760  USGS QUAD   -  LONG BRANCH (1981)
 KU2760
 KU2760                         *CURRENT SURVEY CONTROL
 KU2760  ___________________________________________________________________
 KU2760* NAD 83(1996)-  40 22 26.18015(N)    073 58 58.36397(W)     ADJUSTED  
 KU2760* NAVD 88     -                                                        
 KU2760  ___________________________________________________________________
 KU2760  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 KU2760  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KU2760
 KU2760  HORZ ORDER  -  THIRD
 KU2760
 KU2760.The horizontal coordinates were established by classical geodetic methods
 KU2760.and adjusted by the National Geodetic Survey in September 1999..
 KU2760
 KU2760
 KU2760.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2760
 KU2760.The geoid height was determined by GEOID03.
 KU2760
 KU2760;                    North         East     Units Scale Factor Converg.
 KU2760;SPC NJ       -   171,160.142   193,912.852   MT  0.99992373   +0 20 05.9
 KU2760;SPC NJ       -   561,547.90    636,195.75   sFT  0.99992373   +0 20 05.9
 KU2760;UTM  18      - 4,469,758.619   586,346.448   MT  0.99969178   +0 39 32.1
 KU2760
 KU2760                          SUPERSEDED SURVEY CONTROL
 KU2760
 KU2760  NAD 83(1986)-  40 22 26.18093(N)    073 58 58.36221(W) AD(       ) 4
 KU2760  NAD 27      -  40 22 25.78800(N)    073 58 59.87200(W) AD(       ) 3
 KU2760
 KU2760.Superseded values are not recommended for survey control.
 KU2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2760.See file dsdata.txt to determine how the superseded data were derived.
 KU2760
 KU2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8634669759(NAD 83)
 KU2760_MARKER: 66 = WINDMILL
 KU2760
 KU2760  HISTORY     - Date     Condition        Report By
 KU2760  HISTORY     - 1934     FIRST OBSERVED   CGS
 KU2760  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 KU2760
 KU2760                          STATION DESCRIPTION
 KU2760
 KU2760'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KU2760'STATION IS THE CENTER LINE OF THE TOP OF THE OPEN METAL STRUCTURE
 KU2760'SUPPORTING THE WHEEL ON THE WINDMILL ON THE PROPERTY OF
 KU2760'L.W.T. COLEMAN AT E OCEANIC.
 KU2760'
 KU2760'LOCATED ON NE CORNER OF COLEMAN PROPERTY ON BLACK POINT
 KU2760'ROAD.  THE MILL STANDS 50 FEET HIGH.
 KU2760'
 KU2760'NO MARKS ESTABLISHED.
 KU2760
 KU2760                          STATION RECOVERY (1995)
 KU2760
 KU2760'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU2760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3076 ***********************************************************************
 JU3076  DESIGNATION -  RUNNEMEDE MUNICIPAL STANDPIPE
 JU3076  PID         -  JU3076
 JU3076  STATE/COUNTY-  NJ/CAMDEN
 JU3076  USGS QUAD   -  RUNNEMEDE (1994)
 JU3076
 JU3076                         *CURRENT SURVEY CONTROL
 JU3076  ___________________________________________________________________
 JU3076* NAD 83(1996)-  39 51 08.34056(N)    075 04 01.66178(W)     ADJUSTED  
 JU3076* NAVD 88     -                                                        
 JU3076  ___________________________________________________________________
 JU3076  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 JU3076  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JU3076
 JU3076  HORZ ORDER  -  THIRD
 JU3076
 JU3076.The horizontal coordinates were established by classical geodetic methods
 JU3076.and adjusted by the National Geodetic Survey in September 1999..
 JU3076
 JU3076
 JU3076.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3076
 JU3076.The geoid height was determined by GEOID03.
 JU3076
 JU3076;                    North         East     Units Scale Factor Converg.
 JU3076;SPC NJ       -   113,272.219   101,471.269   MT  0.99992898   -0 21 48.3
 JU3076;SPC NJ       -   371,627.27    332,910.32   sFT  0.99992898   -0 21 48.3
 JU3076;SPC PA S     -    61,112.624   829,561.374   MT  1.00001366   +1 44 26.3
 JU3076;SPC PA S     -   200,500.33  2,721,652.61   sFT  1.00001366   +1 44 26.3
 JU3076;UTM  18      - 4,411,368.195   494,257.625   MT  0.99960041   -0 02 34.9
 JU3076
 JU3076                          SUPERSEDED SURVEY CONTROL
 JU3076
 JU3076  NAD 83(1991)-  39 51 08.33598(N)    075 04 01.66410(W) AD(       ) 4
 JU3076  NAD 83(1986)-  39 51 08.33254(N)    075 04 01.66692(W) AD(       ) 4
 JU3076  NAD 27      -  39 51 07.93500(N)    075 04 03.03700(W) AD(       ) 3
 JU3076
 JU3076.Superseded values are not recommended for survey control.
 JU3076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3076.See file dsdata.txt to determine how the superseded data were derived.
 JU3076
 JU3076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9425811368(NAD 83)
 JU3076_MARKER: 52 = STANDPIPE TANK
 JU3076
 JU3076  HISTORY     - Date     Condition        Report By
 JU3076  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3076  HISTORY     - 1946     GOOD             CGS
 JU3076  HISTORY     - 19950319 GOOD             USPSQD
 JU3076
 JU3076                          STATION DESCRIPTION
 JU3076
 JU3076'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3076'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE SILVER
 JU3076'STANDPIPE ON THE TOP OF IRISH HILL IN THE NE PART OF
 JU3076'RUNNEMEDE.  THIS STANDPIPE IS THE RUNNEMEDE MUNICIPAL
 JU3076'STANDPIPE.  IT IS ABOUT 1/2 MILE E OF BLACKHORSE PIKE AND 300
 JU3076'FEET S OF EVERSHAM ROAD.  IT IS AT THE SITE OF TRIANGULATION
 JU3076'STATION IRISH.  IT IS A CYLINDRICAL STEEL STANDPIPE WITH A
 JU3076'CONICAL TOP WITH A BALL AT THE TIP.  IT IS ABOUT 30 FEET IN
 JU3076'DIAMETER AND 75 FEET HIGH.
 JU3076
 JU3076                          STATION RECOVERY (1946)
 JU3076
 JU3076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3076'STATION RECOVERED IN GOOD CONDITION IN ORIGINAL POSITION.  THE
 JU3076'FOLLOWING CHANGES MAKE THE ORIGINAL DESCRIPTION INADEQUATE--
 JU3076'
 JU3076'STATION IS NOT 300 FEET S OF EVESHAM ROAD.
 JU3076'
 JU3076'EVERSHAM ROAD IS MIS-SPELLED, IT SHOULD BE EVESHAM ROAD.
 JU3076'
 JU3076'STATION IS CLOSER TO INTERSECTION OF TWO ROADS NEARBY.
 JU3076'
 JU3076'A COMPLETE NEW DESCRIPTION IS AS FOLLOWS--
 JU3076'
 JU3076'TO REACH STATION FROM CAMDEN, FOLLOW ROUTE 42 S TO THE JUNCTION
 JU3076'WITH ROUTE 41 (CLEMENTS BRIDGE ROAD) IN RUNNEMEDE, THEN NE ON
 JU3076'ROUTE 41 0.4 MILE TO INTERSECTION WITH HILL ROAD, THEN FOLLOW
 JU3076'HILL ROAD W 150 FEET TO STANDPIPE.  THE STATION IS THE
 JU3076'SILVER-PAINTED CYLINDRICAL STEEL STANDPIPE WITH A CONICAL TOP
 JU3076'SURMOUNTED BY A BALL.  IT IS ABOUT 30 FEET IN DIAMETER AND 75
 JU3076'FEET HIGH.
 JU3076
 JU3076                          STATION RECOVERY (1995)
 JU3076
 JU3076'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU3076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4890 ***********************************************************************
 KV4890  DESIGNATION -  RUTGERS
 KV4890  PID         -  KV4890
 KV4890  STATE/COUNTY-  NJ/MIDDLESEX
 KV4890  USGS QUAD   -  PLAINFIELD (1995)
 KV4890
 KV4890                         *CURRENT SURVEY CONTROL
 KV4890  ___________________________________________________________________
 KV4890* NAD 83(1996)-  40 30 13.29253(N)    074 26 52.97255(W)     ADJUSTED  
 KV4890* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 KV4890  ___________________________________________________________________
 KV4890  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 KV4890  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV4890
 KV4890  HORZ ORDER  -  FIRST
 KV4890
 KV4890.The horizontal coordinates were established by classical geodetic methods
 KV4890.and adjusted by the National Geodetic Survey in September 1999..
 KV4890
 KV4890.The orthometric height was scaled from a topographic map.
 KV4890
 KV4890.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4890
 KV4890.The geoid height was determined by GEOID03.
 KV4890
 KV4890;                    North         East     Units Scale Factor Converg.
 KV4890;SPC NJ       -   185,439.849   154,403.179   MT  0.99990024   +0 02 01.5
 KV4890;SPC NJ       -   608,397.24    506,571.10   sFT  0.99990024   +0 02 01.5
 KV4890;UTM  18      - 4,483,810.893   546,766.578   MT  0.99962692   +0 21 30.6
 KV4890
 KV4890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4890!SPC NJ       -   1.00000286  x   0.99990024  =   0.99990310
 KV4890!UTM  18      -   1.00000286  x   0.99962692  =   0.99962978
 KV4890
 KV4890:                Primary Azimuth Mark                     Grid Az
 KV4890:SPC NJ       -  PISCATAWAY VILL WATER WKS TANK           086 04 12.8
 KV4890:UTM  18      -  PISCATAWAY VILL WATER WKS TANK           085 44 43.7
 KV4890
 KV4890|---------------------------------------------------------------------|
 KV4890| PID    Reference Object                     Distance      Geod. Az  |
 KV4890|                                                           dddmmss.s |
 KV4890| KV4891 PISCATAWAY VILL WATER WKS TANK      APPROX. 3.9 KM 0860614.3 |
 KV4890| KV4888 NEW BRUNSWICK JANEWAY CARP TK       APPROX. 1.2 KM 0884025.1 |
 KV4890| CB5558 RUTGERS AZ MK RESET                                1044857.2 |
 KV4890| KV5354 SAYREVILLE TALL TANK                APPROX. 9.6 KM 1170820.3 |
 KV4890| KV5459 RED DYE WORKS STACK                 APPROX. 5.3 KM 1215853.7 |
 KV4890| KV4884 NEW BRUNSWICK JOHNSON JOHN STK      374.252 METERS 13619     |
 KV4890| KV5464 SOUTH RIVER STANDPIPE               APPROX. 8.5 KM 1441648.0 |
 KV4890| KV5417 NEW BRUNSWICK WOM COLL CHAPEL       APPROX. 2.2 KM 1512535.2 |
 KV4890| CB5559 RUTGERS RM 1                         55.184 METERS 16005     |
 KV4890| KV5430 NEW BRUNSWICK MIDDLES HOSP STK      APPROX. 1.0 KM 1911346.4 |
 KV4890| KV5432 NEW BRUNSWICK SAC HEART SCHOOL      APPROX. 0.9 KM 1952745.0 |
 KV4890| KV5429 NEW BRUNSWICK SEC HUNG CH BALL      APPROX. 0.9 KM 1955955.9 |
 KV4890| KV5415 NEW BRUNSWICK MACK TRUCK STACK      APPROX. 2.0 KM 2032606.7 |
 KV4890| KV5416 NEW BRUNSWICK MACK TRUCK TANK       APPROX. 2.0 KM 2034043.8 |
 KV4890| KV4883 NEW BRUNSWICK SEC REFO CH VANE      329.747 METERS 21700     |
 KV4890| KV4889 RUTGERS 2                            66.151 METERS 27406     |
 KV4890| CB5560 RUTGERS RM 2                         35.512 METERS 30253     |
 KV4890| KV4894 RUTGERS A POINT                      48.736 METERS 31137     |
 KV4890|---------------------------------------------------------------------|
 KV4890
 KV4890                          SUPERSEDED SURVEY CONTROL
 KV4890
 KV4890  NAD 83(1996)-  40 30 13.29233(N)    074 26 52.97399(W) AD(       ) 1
 KV4890  NAD 83(1986)-  40 30 13.29265(N)    074 26 52.97524(W) AD(       ) 1
 KV4890  NAD 27      -  40 30 12.91800(N)    074 26 54.42600(W) AD(       ) 1
 KV4890
 KV4890.Superseded values are not recommended for survey control.
 KV4890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4890.See file dsdata.txt to determine how the superseded data were derived.
 KV4890
 KV4890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4676783811(NAD 83)
 KV4890_MARKER: DS = TRIANGULATION STATION DISK
 KV4890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4890_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV4890
 KV4890  HISTORY     - Date     Condition        Report By
 KV4890  HISTORY     - 1933     MONUMENTED       CGS
 KV4890  HISTORY     - 1934     GOOD             NJGS
 KV4890  HISTORY     - 1949     GOOD             CGS
 KV4890  HISTORY     - 1955     SEE DESCRIPTION  CGS
 KV4890
 KV4890                          STATION DESCRIPTION
 KV4890
 KV4890'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 KV4890'THIS STATION IS ON THE PROPERTY OF THE RUTGERS UNIVERSITY IN
 KV4890'NEW BRUNSWICK, ON THE S BANK OF THE RARITAN RIVER.  IT IS 69
 KV4890'FEET N OF THE CENTER LINE OF GEORGE STREET, 159 FEET W OF THE
 KV4890'PROJECTION OF THE CENTER LINE OF BISHOP PLACE, 63 FEET S OF THE
 KV4890'BLUFF OVERLOOKING THE RIVER, AND 0.1 MILE W OF THE LARGE PLANT
 KV4890'OF JOHNSON AND JOHNSON MANUFACTURING COMPANY.  THE MARK PROJECTS
 KV4890'1-1/2 INCHES.
 KV4890'
 KV4890'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KV4890'DISKS SET IN CONCRETE.
 KV4890'
 KV4890'REFERENCE MARK NO.1 IS SE OF THE STATION SET IN THE CURB ON THE
 KV4890'E SIDE OF BISHOP PLACE, 14 FEET E OF THE CENTER LINE OF BISHOP
 KV4890'PLACE, AND 34 FEET S OF THE CENTER LINE OF GEORGE STREET.  IT IS
 KV4890'SET EVEN WITH THE TOP OF THE CURB.
 KV4890'
 KV4890'REFERENCE MARK NO.2 IS W OF THE STATION IN THE MAPLE GROVE,
 KV4890'66 FEET N OF CENTER LINE OF GEORGE STREET AND 88 FEET S OF THE
 KV4890'BLUFF.  IT PROJECTS 2 INCHES.
 KV4890'
 KV4890'AZIMUTH MARK IS ON THE TOP ON THE W SIDE OF THE N PIER OF THE
 KV4890'PENNSYLVANIA RAILROAD BRIDGE ACROSS THE RARITAN RIVER (PIER AT
 KV4890'THE END OF EMBANKMENT).  IT IS SET FLUSH WITH THE TOP OF PIER.
 KV4890'
 KV4890'POINT F IS A DRILL HOLE IN THE TOP OF CONCRETE BLOCK.  THE
 KV4890'TOP OF THE BLOCK IS MARKED F.  IT IS 3 INCHES BELOW THE
 KV4890'SURFACE.  IT IS N OF THE STATION, 20 FEET S OF THE BLUFF.  THIS
 KV4890'IS A SURVEY MARK BELONGING TO THE RUTGERS UNIVERSITY.
 KV4890'
 KV4890'TO REACH THE STATION FROM DOWNTOWN NEW BRUNSWICK--GO W FROM
 KV4890'THE POST OFFICE ON GEORGE STREET 0.5 MILE, OR 0.1 MILE BEYOND THE
 KV4890'JOHNSON AND JOHNSON PLANT, TO THE STATION ON THE CREST OF A HILL.
 KV4890
 KV4890                          STATION RECOVERY (1934)
 KV4890
 KV4890'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1934
 KV4890'ORIGINAL DESCRIPTION IS VERY GOOD.  POINT F (SCHOOL) IS OFF FOR
 KV4890'DISTANCE AND DIRECTION.  THE DISTANCE IS 41.15 METERS,
 KV4890'AND THE DIRECTION IS 80 DEG 32 MINUTES 15.0 SECONDS.
 KV4890'
 KV4890'PT. F IS A BRONZE PLUG SET IN A CONCRETE MONUMENT.
 KV4890
 KV4890                          STATION RECOVERY (1949)
 KV4890
 KV4890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ITS)
 KV4890'THE STATION, REFERENCE MARK NO.1 AND AZIMUTH MARKS WERE RECOVERED
 KV4890'IN GOOD CONDITION.  REFERENCE MARK NO.2 WAS NOT FOUND.  IT IS
 KV4890'BELIEVED THAT WHEN THE STATION IS OCCUPIED IN THE FUTURE THE
 KV4890'REFERENCE MARK WILL BE FOUND BY ANGLE AND DISTANCE.  AT THE
 KV4890'PRESENT TIME THERE ARE A NUMBER OF TEMPORARY BUILDINGS IN THE AREA
 KV4890'AND THE MARK IS BELIEVED TO BE COVERED.  THE PENNSYLVANIA
 KV4890'RAILROAD REQUESTED THAT THE AZIMUTH MARK BE REMOVED
 KV4890'TEMPORARILY SO THAT THE CONCRETE PIER ON WHICH IT WAS SET
 KV4890'COULD BE REBUILT.  THE MARK WAS REMOVED AND A FEW DAYS
 KV4890'LATER RESET IN THE SAME POSITION BUT APPROXIMATELY 3 FEET
 KV4890'HIGHER THAN THE FORMER POSITION.  A COMPLETE NEW
 KV4890'DESCRIPTION FOLLOWS--
 KV4890'
 KV4890'THIS STATION IS ON THE PROPERTY OF THE RUTGERS UNIVERSITY IN
 KV4890'NEW BRUNSWICK, ON THE WEST BANK OF THE RARITAN RIVER.  IT IS
 KV4890'70 FEET EAST OF THE CENTER LINE OF GEORGE STREET.  60 FEET WEST
 KV4890'OF THE EDGE OF THE BLUFF.  48 FEET WEST OF WIRE FENCE.  DUE EAST
 KV4890'OF A FRATERNITY HOUSE AT NO. 590 GEORGE STREET AND BETWEEN
 KV4890'TEMPORARY BUILDINGS G-G-1 AND G-G-2.  3 FEET NORTH OF THE NORTH
 KV4890'WALL OF BUILDING G-G-1 AND IS SET 2 INCHES BELOW THE SURFACE OF THE
 KV4890'GROUND AND IS STAMPED RUTGERS 1933.
 KV4890'
 KV4890'REFERENCE MARK NO. 1, NOTE 11B, IS SOUTHWEST OF THE STATION SET
 KV4890'IN THE SOUTH CURB OF BISHOP PLACE, 15 FEET WEST OF THE WEST
 KV4890'CURB OF GEORGE STREET.
 KV4890'
 KV4890'REFERENCE MARK NO. 2 WAS NOT FOUND AT THIS TIME.
 KV4890'
 KV4890'AZIMUTH MARK IS SET ON THE TOP OF THE WEST SIDE OF THE NORTH PIER
 KV4890'OF THE PENNSYLVANIA RAILROAD BRIDGE ACROSS THE RARITAN RIVER (PIER
 KV4890'AT THE END OF THE EMBANKMENT).  IT IS SET FLUSH WITH THE TOP OF
 KV4890'THE PIER.
 KV4890'
 KV4890'POINT F WAS NOT RECOVERED AT THIS TIME.
 KV4890'
 KV4890'A MAGNETIC STATION MARKED WITH A STANDARD BRONZE U.S.C. AND
 KV4890'G.S. MAGNETIC STATION DISK APPROXIMATELY 45 FEET EAST OF THE STATION
 KV4890'SET IN AN 8 IN X 8 IN CONCRETE BLOCK FLUSH WITH A BLACK TOP
 KV4890'FOOT PATH, WAS RECOVERED IN GOOD CONDITION.  IT IS ABOUT 5 FEET
 KV4890'SOUTHEAST OF THE NORTHWEST CORNER OF TEMPORARY BUILDING
 KV4890'G-G-1.  THERE WAS NO STAMPING ON THE MARK.
 KV4890'
 KV4890'TO REACH THE STATION FROM THE MAIN BUSINESS DISTRICT OF NEW
 KV4890'BRUNSWICK GO NORTHWARD APPROXIMATELY 3/4 MILE TO TOP OF SLIGHT
 KV4890'RISE ON GEORGE STREET AND STATION ON RIGHT.  THIS POINT IS ABOUT
 KV4890'0.1 MILE NORTH OF THE JOHNSON AND JOHNSON PLANT.
 KV4890'
 KV4890'NOTE--A MAP SUPPLIED BY RUTGERS UNIVERSITY ENGINEERING
 KV4890'DEPARTMENT WAS USE FOR ORIENTATION.  IT IS BELIEVED THAT
 KV4890'MAGNETIC DIRECTIONS GIVEN IN THIS RECOVERY NOTE ARE CORRECT.
 KV4890
 KV4890                          STATION RECOVERY (1955)
 KV4890
 KV4890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JHB)
 KV4890'THE STATION, REFERENCE MARKS NOS. 1 AND 2 AND AZIMUTH MARK
 KV4890'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DUE TO NEW CONSTRUCTION
 KV4890'ALL MARKS WERE REMOVED AND A NEW STATION RUTGERS 2 WAS
 KV4890'ESTABLISHED.  SEE DESCRIPTION OF RUTGERS 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4889 ***********************************************************************
 KV4889  DESIGNATION -  RUTGERS 2
 KV4889  PID         -  KV4889
 KV4889  STATE/COUNTY-  NJ/MIDDLESEX
 KV4889  USGS QUAD   -  PLAINFIELD (1995)
 KV4889
 KV4889                         *CURRENT SURVEY CONTROL
 KV4889  ___________________________________________________________________
 KV4889* NAD 83(1996)-  40 30 13.44607(N)    074 26 55.77485(W)     ADJUSTED  
 KV4889* NAVD 88     -        21.0    (meters)      69.     (feet)  GPS OBS   
 KV4889  ___________________________________________________________________
 KV4889  X           -   1,302,037.828 (meters)                     COMP
 KV4889  Y           -  -4,678,765.429 (meters)                     COMP
 KV4889  Z           -   4,120,668.038 (meters)                     COMP
 KV4889  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 KV4889  ELLIP HEIGHT-         -11.12  (meters)          (10/23/02) GPS OBS
 KV4889  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV4889
 KV4889  HORZ ORDER  -  FIRST
 KV4889  ELLP ORDER  -  FOURTH    CLASS I
 KV4889
 KV4889.The horizontal coordinates were established by GPS observations
 KV4889.and adjusted by the National Geodetic Survey in May 1999..
 KV4889
 KV4889.The orthometric height was determined by GPS observations and a
 KV4889.high-resolution geoid model.
 KV4889
 KV4889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4889
 KV4889.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4889
 KV4889.The ellipsoidal height was determined by GPS observations
 KV4889.and is referenced to NAD 83.
 KV4889
 KV4889.The geoid height was determined by GEOID03.
 KV4889
 KV4889;                    North         East     Units Scale Factor Converg.
 KV4889;SPC NJ       -   185,444.546   154,337.202   MT  0.99990023   +0 01 59.7
 KV4889;SPC NJ       -   608,412.65    506,354.64   sFT  0.99990023   +0 01 59.7
 KV4889;UTM  18      - 4,483,815.214   546,700.593   MT  0.99962685   +0 21 28.8
 KV4889
 KV4889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4889!SPC NJ       -   1.00000174  x   0.99990023  =   0.99990197
 KV4889!UTM  18      -   1.00000174  x   0.99962685  =   0.99962859
 KV4889
 KV4889|---------------------------------------------------------------------|
 KV4889| PID    Reference Object                     Distance      Geod. Az  |
 KV4889|                                                           dddmmss.s |
 KV4889| KV4894 RUTGERS A POINT                      40.458 METERS 04655     |
 KV4889| KV4890 RUTGERS                              66.151 METERS 09406     |
 KV4889| CB5558 RUTGERS AZ MK RESET                                1035432.7 |
 KV4889| CB5562 RUTGERS 2 RM 1                       11.969 METERS 11809     |
 KV4889| CB5561 RUTGERS 2 AZ MK                                    3090634.3 |
 KV4889| CB5563 RUTGERS 2 RM 2                       10.678 METERS 31207     |
 KV4889|---------------------------------------------------------------------|
 KV4889
 KV4889                          SUPERSEDED SURVEY CONTROL
 KV4889
 KV4889  NAD 83(1996)-  40 30 13.44585(N)    074 26 55.77627(W) AD(       ) 1
 KV4889  NAD 83(1986)-  40 30 13.44718(N)    074 26 55.77726(W) AD(       ) 1
 KV4889  NAD 83(1986)-  40 30 13.44615(N)    074 26 55.77758(W) AD(       ) 3
 KV4889  NAD 27      -  40 30 13.07200(N)    074 26 57.22800(W) AD(       ) 3
 KV4889
 KV4889.Superseded values are not recommended for survey control.
 KV4889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4889.See file dsdata.txt to determine how the superseded data were derived.
 KV4889
 KV4889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4670183815(NAD 83)
 KV4889_MARKER: DS = TRIANGULATION STATION DISK
 KV4889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4889_SP_SET: CONCRETE POST
 KV4889_STAMPING: RUTGERS 2 1955
 KV4889_MARK LOGO: CGS   
 KV4889_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV4889+STABILITY: SURFACE MOTION
 KV4889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4889+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2003
 KV4889
 KV4889  HISTORY     - Date     Condition        Report By
 KV4889  HISTORY     - 1955     MONUMENTED       CGS
 KV4889  HISTORY     - 1955     GOOD             CGS
 KV4889  HISTORY     - 1983     GOOD             USPSQD
 KV4889  HISTORY     - 19901114 GOOD             NJGS
 KV4889  HISTORY     - 20020729 GOOD             INDIV
 KV4889  HISTORY     - 20031111 GOOD             INDIV
 KV4889
 KV4889                          STATION DESCRIPTION
 KV4889
 KV4889'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JHB)
 KV4889'THE STATION IS SET ON THE CAMPUS OF RUTGERS UNIVERSITY ON THE
 KV4889'SOUTH BANK OF THE RARITAN RIVER IN NEW BRUNSWICK, NEW
 KV4889'JERSEY.  IT IS ON THE LAWN OF THE HEGEMAN HALL DORMITORY, 44
 KV4889'FT. SE OF THE S. WALL OF THE STEPS LEADING TO THE DORMITORIES
 KV4889'SW OF GEORGE STREET, 4 FT. SW OF THE SW EDGE OF RETAINING WALL
 KV4889'AND IS STAMPED RUTGERS 2 1955 SET FLUSH WITH THE SURFACE OF THE
 KV4889'GROUND.
 KV4889'
 KV4889'REFERENCE MARK NO. 2 IS NORTHEAST OF THE STATION SET IN A DRILL
 KV4889'HOLE IN THE TOP OF RETAINING WALL.  IT IS A STANDARD BRONZE
 KV4889'DISK STAMPED RUTGERS 2 RM NO 2 1955.  AND 8.5 FT. SE OF MAIN
 KV4889'ENTRANCE TO DORMITORY OFF GEORGE ST.
 KV4889'
 KV4889'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION SET IN A DRILL
 KV4889'HOLE IN THE TOP OF RETAINING WALL.  IT IS A STANDARD BRONZE
 KV4889'DISK STAMPED RUTGERS 2 RM NO 1 1955.
 KV4889'
 KV4889'AZIMUTH MARK IS NORTHEAST OF THE STATION 35 FT. S OF SW CORNER
 KV4889'OF THE RUTGERS PREP. GYM, 19 FT. S OF POWER LINE POLE PS 2109,
 KV4889'18 FT. NE OF CENTER LINE OF GEORGE STREET, 2 FT. SE OF HIGHWAY
 KV4889'ROAD SIGN AND 1 FT. NE OF CURB.  IT IS STAMPED RUTGERS 2 1955
 KV4889'AND SET FLUSH WITH GROUND.
 KV4889
 KV4889                          STATION RECOVERY (1955)
 KV4889
 KV4889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 KV4889'RECOVERED IN GOOD CONDITION.
 KV4889
 KV4889                          STATION RECOVERY (1983)
 KV4889
 KV4889'RECOVERY NOTE BY US POWER SQUADRON 1983 (GPC)
 KV4889'RUTGERS 2 1955 RECOVERED GOOD.
 KV4889'
 KV4889'REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED ALTHOUGH THEY ARE MOST
 KV4889'LIKELY IN PLACE.  THE RETAINING WALL IS DENSELY COVERED WITH IVY
 KV4889'AND THE TOP IS INACCESSIBLE.  THE AZIMUTH MARK WAS NOT RECOVERED
 KV4889'AND HAS MOST LIKELY BEEN DESTROYED SINCE THERE HAS BEEN
 KV4889'CONSIDERABLE CONSTRUCTION OF NEW DORMS AT THE SITE SINCE 1955.
 KV4889'ALSO, ROAD RE-ALIGNMENT IS CURRENTLY UNDERWAY.  POLE PS2109
 KV4889'WAS NOT FOUND AND RUTGERS PREP. HAS BEEN RELOCATED.
 KV4889
 KV4889                          STATION RECOVERY (1990)
 KV4889
 KV4889'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV4889'THE STATION IS LOCATED IN NEW BRUNSWICK, ON THE CAMPUS OF RUTGERS
 KV4889'UNIVERSITY, SET IN THE FRONT LAWN OF HEGEMAN DORMITORY, ON THE
 KV4889'SOUTHWEST SIDE OF GEORGE STREET.  TO REACH THE STATION FROM THE
 KV4889'INTERSECTION OF GEORGE STREET AND STATE ROUTE 27, PROCEED 0.88 KM
 KV4889'(0.55 MI) NORTH ON GEORGE STREET TO THE STATION ON THE LEFT.  THE
 KV4889'STATION IS 11.924 M (39.121 FT) SOUTH SOUTHEAST OF REFERENCE MARK 1,
 KV4889'10.660 NORTHWEST OF REFERENCE MARK 2, 3.89 M (12.76 FT) EAST
 KV4889'SOUTHEAST OF THE SOUTH CORNER OF A 7 FOOT BY 9 FOOT JUNCTION BOX,
 KV4889'3.47 M (11.38 FT) SOUTH SOUTHEAST OF THE EAST CORNER OF THE SAME BOX,
 KV4889'3.8 M (12.5 FT) SOUTHWEST OF THE WEST EDGE OF THE TOP OF THE
 KV4889'RETAINING WALL AND FLUSH WITH THE GROUND.
 KV4889
 KV4889                          STATION RECOVERY (2002)
 KV4889
 KV4889'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (IBB)
 KV4889'FOUND AND IN GOOD CONDITION, EXACTLY AS DESCRIBED. STATION MARK WAS
 KV4889'SUNKEN IN SLIGHTLY BELOW GROUND LEVEL AND COVERED IN DIRT, REQUIRING A
 KV4889'SMALL AMOUNT OF DIGGING AND DUSTING OFF TO LOCATE. REFERENCE MARKS 1
 KV4889'AND 2 ALSO FOUND AND WERE IN GOOD CONDITION.
 KV4889
 KV4889                          STATION RECOVERY (2003)
 KV4889
 KV4889'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RFH)
 KV4889'RECOVERED AS DESCRIBED BY MACDEL ENGINEERING, P.C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3995 ***********************************************************************
 KV3995  DESIGNATION -  RUTHERFORD DICKENSON CO TANK
 KV3995  PID         -  KV3995
 KV3995  STATE/COUNTY-  NJ/BERGEN
 KV3995  USGS QUAD   -  WEEHAWKEN (1995)
 KV3995
 KV3995                         *CURRENT SURVEY CONTROL
 KV3995  ___________________________________________________________________
 KV3995* NAD 83(1996)-  40 49 49.96962(N)    074 05 40.52559(W)     ADJUSTED  
 KV3995* NAVD 88     -                                                        
 KV3995  ___________________________________________________________________
 KV3995  LAPLACE CORR-           6.57  (seconds)                    DEFLEC99
 KV3995  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 KV3995
 KV3995  HORZ ORDER  -  THIRD
 KV3995
 KV3995.The horizontal coordinates were established by classical geodetic methods
 KV3995.and adjusted by the National Geodetic Survey in September 1999..
 KV3995
 KV3995
 KV3995.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3995
 KV3995.The geoid height was determined by GEOID03.
 KV3995
 KV3995;                    North         East     Units Scale Factor Converg.
 KV3995;SPC NJ       -   221,810.413   184,193.037   MT  0.99991439   +0 15 54.2
 KV3995;SPC NJ       -   727,723.00    604,306.66   sFT  0.99991439   +0 15 54.2
 KV3995;SPC NY L     -    73,725.814   292,021.310   MT  0.99999496   -0 03 42.7
 KV3995;SPC NY L     -   241,882.11    958,073.25   sFT  0.99999496   -0 03 42.7
 KV3995;UTM  18      - 4,520,340.858   576,341.481   MT  0.99967173   +0 35 31.2
 KV3995
 KV3995                          SUPERSEDED SURVEY CONTROL
 KV3995
 KV3995  NAD 83(1996)-  40 49 49.96954(N)    074 05 40.52564(W) AD(       ) 4
 KV3995  NAD 83(1996)-  40 49 49.96874(N)    074 05 40.52705(W) AD(       ) 4
 KV3995  NAD 83(1992)-  40 49 49.96781(N)    074 05 40.52800(W) AD(       ) 4
 KV3995  NAD 83(1986)-  40 49 49.97409(N)    074 05 40.52605(W) AD(       ) 4
 KV3995  NAD 27      -  40 49 49.60900(N)    074 05 42.01100(W) AD(       ) 3
 KV3995
 KV3995.Superseded values are not recommended for survey control.
 KV3995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3995.See file dsdata.txt to determine how the superseded data were derived.
 KV3995
 KV3995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7634120341(NAD 83)
 KV3995_MARKER: 53 = ELEVATED TANK
 KV3995
 KV3995  HISTORY     - Date     Condition        Report By
 KV3995  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3995
 KV3995                          STATION DESCRIPTION
 KV3995
 KV3995'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3995'THE TANK, W OF THE HACKENSACK RIVER, IN RUTHERFORD W OF THE STATE
 KV3995'HIGHWAY 2 ON THE S SIDE OF ANN STREET E OF CORNELIA STREET, E OF
 KV3995'LONG BUILDING OF BECTON, DICKENSON AND COMPANY, RISING FROM THE
 KV3995'LAWN AT THE NE CORNER OF THIS 3 1/2-STORY, RED BRICK BUILDING.  IT
 KV3995'IS AN ORDINARY TYPE, CONICAL-TOP, BLACK, STEEL TANK SUPPORTED BY
 KV3995'A STEEL SPIDER STRUCTURE.
 KV3995'
 KV3995'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 125 FEET
 KV3995'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3996 ***********************************************************************
 KV3996  DESIGNATION -  RUTHERFORD DICKENSON BLDG S FP
 KV3996  PID         -  KV3996
 KV3996  STATE/COUNTY-  NJ/BERGEN
 KV3996  USGS QUAD   -  WEEHAWKEN (1995)
 KV3996
 KV3996                         *CURRENT SURVEY CONTROL
 KV3996  ___________________________________________________________________
 KV3996* NAD 83(1996)-  40 49 47.65829(N)    074 05 43.87931(W)     ADJUSTED  
 KV3996* NAVD 88     -                                                        
 KV3996  ___________________________________________________________________
 KV3996  LAPLACE CORR-           6.56  (seconds)                    DEFLEC99
 KV3996  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 KV3996
 KV3996  HORZ ORDER  -  THIRD
 KV3996
 KV3996.The horizontal coordinates were established by classical geodetic methods
 KV3996.and adjusted by the National Geodetic Survey in September 1999..
 KV3996
 KV3996
 KV3996.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3996
 KV3996.The geoid height was determined by GEOID03.
 KV3996
 KV3996;                    North         East     Units Scale Factor Converg.
 KV3996;SPC NJ       -   221,738.758   184,114.794   MT  0.99991432   +0 15 52.0
 KV3996;SPC NJ       -   727,487.91    604,049.95   sFT  0.99991432   +0 15 52.0
 KV3996;SPC NY L     -    73,654.601   291,942.653   MT  0.99999496   -0 03 44.9
 KV3996;SPC NY L     -   241,648.47    957,815.19   sFT  0.99999496   -0 03 44.9
 KV3996;UTM  18      - 4,520,268.776   576,263.667   MT  0.99967159   +0 35 29.0
 KV3996
 KV3996                          SUPERSEDED SURVEY CONTROL
 KV3996
 KV3996  NAD 83(1996)-  40 49 47.65822(N)    074 05 43.87936(W) AD(       ) 4
 KV3996  NAD 83(1996)-  40 49 47.65742(N)    074 05 43.88078(W) AD(       ) 4
 KV3996  NAD 83(1992)-  40 49 47.65648(N)    074 05 43.88173(W) AD(       ) 4
 KV3996  NAD 83(1986)-  40 49 47.66279(N)    074 05 43.87988(W) AD(       ) 4
 KV3996  NAD 27      -  40 49 47.29700(N)    074 05 45.36500(W) AD(       ) 3
 KV3996
 KV3996.Superseded values are not recommended for survey control.
 KV3996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3996.See file dsdata.txt to determine how the superseded data were derived.
 KV3996
 KV3996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7626420269(NAD 83)
 KV3996_MARKER: 62 = FLAGPOLE
 KV3996
 KV3996  HISTORY     - Date     Condition        Report By
 KV3996  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3996
 KV3996                          STATION DESCRIPTION
 KV3996
 KV3996'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3996'THE FLAGPOLE, W OF THE HACKENSACK RIVER, IN RUTHERFORD W OF THE
 KV3996'STATE HIGHWAY 2 AT THE NE CORNER OF STANLEY AND CORNELIA STREETS,
 KV3996'ATOP THE BECTON, DICKENSON AND COMPANY BUILDING, RISING CENTRALLY
 KV3996'FROM THE FLAT ROOF OF THE SQUARE, OPEN, TOWER AT THE SW CORNER OF
 KV3996'THIS PROMINENT 3 1/2-STORY RECTANGULAR, RED BRICK STRUCTURE.
 KV3996'THIS TOWER HAS A CLOCK ON EACH OF THE FOUR SIDES.  IT IS A STEEL
 KV3996'FLAGPOLE SUPPORTED BY A TRIPOD-HOLDER.
 KV3996'
 KV3996'THE STATION IS THE BASE OF THE FLAGPOLE, APPROXIMATELY 75
 KV3996'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4003 ***********************************************************************
 KV4003  DESIGNATION -  RUTHERFORD DICKENSON BLDG N FP
 KV4003  PID         -  KV4003
 KV4003  STATE/COUNTY-  NJ/BERGEN
 KV4003  USGS QUAD   -  WEEHAWKEN (1995)
 KV4003
 KV4003                         *CURRENT SURVEY CONTROL
 KV4003  ___________________________________________________________________
 KV4003* NAD 83(1996)-  40 49 51.23333(N)    074 05 41.80817(W)     ADJUSTED  
 KV4003* NAVD 88     -                                                        
 KV4003  ___________________________________________________________________
 KV4003  LAPLACE CORR-           6.57  (seconds)                    DEFLEC99
 KV4003  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 KV4003
 KV4003  HORZ ORDER  -  THIRD
 KV4003
 KV4003.The horizontal coordinates were established by classical geodetic methods
 KV4003.and adjusted by the National Geodetic Survey in September 1999..
 KV4003
 KV4003
 KV4003.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4003
 KV4003.The geoid height was determined by GEOID03.
 KV4003
 KV4003;                    North         East     Units Scale Factor Converg.
 KV4003;SPC NJ       -   221,849.252   184,162.809   MT  0.99991436   +0 15 53.4
 KV4003;SPC NJ       -   727,850.42    604,207.48   sFT  0.99991436   +0 15 53.4
 KV4003;SPC NY L     -    73,764.829   291,991.301   MT  0.99999496   -0 03 43.6
 KV4003;SPC NY L     -   242,010.11    957,974.79   sFT  0.99999496   -0 03 43.6
 KV4003;UTM  18      - 4,520,379.515   576,311.038   MT  0.99967167   +0 35 30.4
 KV4003
 KV4003                          SUPERSEDED SURVEY CONTROL
 KV4003
 KV4003  NAD 83(1996)-  40 49 51.23326(N)    074 05 41.80823(W) AD(       ) 4
 KV4003  NAD 83(1996)-  40 49 51.23246(N)    074 05 41.80964(W) AD(       ) 4
 KV4003  NAD 83(1992)-  40 49 51.23153(N)    074 05 41.81058(W) AD(       ) 4
 KV4003  NAD 83(1986)-  40 49 51.23794(N)    074 05 41.80880(W) AD(       ) 4
 KV4003  NAD 27      -  40 49 50.87300(N)    074 05 43.29400(W) AD(       ) 3
 KV4003
 KV4003.Superseded values are not recommended for survey control.
 KV4003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4003.See file dsdata.txt to determine how the superseded data were derived.
 KV4003
 KV4003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7631120380(NAD 83)
 KV4003_MARKER: 62 = FLAGPOLE
 KV4003
 KV4003  HISTORY     - Date     Condition        Report By
 KV4003  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4003
 KV4003                          STATION DESCRIPTION
 KV4003
 KV4003'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4003'THE FLAGPOLE, W OF THE HACKENSACK RIVER, IN RUTHERFORD W OF THE
 KV4003'STATE HIGHWAY 2 AT THE SE CORNER OF ANNE AND CORNELIA STREETS,
 KV4003'ATOP THE BECTON, DICKENSON AND COMPANY BUILDING, RISING CENTRALLY
 KV4003'FROM THE FLAT ROOF OF THE SQUARE, OPEN TOWER AT THE NW CORNER OF
 KV4003'THIS PROMINENT 3 1/2-STORY, RECTANGULAR, RED BRICK STRUCTURE.  IT
 KV4003'IS A STEEL FLAGPOLE SUPPORTED BY A TRIPOD HOLDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0023 ***********************************************************************
 KV0023  DESIGNATION -  RV 1
 KV0023  PID         -  KV0023
 KV0023  STATE/COUNTY-  NJ/MIDDLESEX
 KV0023  USGS QUAD   -  PERTH AMBOY (1981)
 KV0023
 KV0023                         *CURRENT SURVEY CONTROL
 KV0023  ___________________________________________________________________
 KV0023* NAD 83(1986)-  40 32 40.     (N)    074 16 40.     (W)     SCALED    
 KV0023* NAVD 88     -        11.202  (meters)      36.75   (feet)  ADJUSTED  
 KV0023  ___________________________________________________________________
 KV0023  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KV0023  DYNAMIC HT  -          11.197 (meters)      36.74  (feet)  COMP
 KV0023  MODELED GRAV-     980,215.1   (mgal)                       NAVD 88
 KV0023
 KV0023  VERT ORDER  -  FIRST     CLASS II
 KV0023
 KV0023.The horizontal coordinates were scaled from a topographic map and have
 KV0023.an estimated accuracy of +/- 6 seconds.
 KV0023
 KV0023.The orthometric height was determined by differential leveling
 KV0023.and adjusted by the National Geodetic Survey in June 1991..
 KV0023
 KV0023.The geoid height was determined by GEOID03.
 KV0023
 KV0023.The dynamic height is computed by dividing the NAVD 88
 KV0023.geopotential number by the normal gravity value computed on the
 KV0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0023.degrees latitude (g = 980.6199 gals.).
 KV0023
 KV0023.The modeled gravity was interpolated from observed gravity values.
 KV0023
 KV0023;                    North         East    Units  Estimated Accuracy
 KV0023;SPC NJ       -   189,990.      168,820.      MT  (+/- 180 meters Scaled)
 KV0023
 KV0023                          SUPERSEDED SURVEY CONTROL
 KV0023
 KV0023  NGVD 29 (??/??/??)   11.543  (m)           37.87   (f) ADJUSTED    1 2
 KV0023
 KV0023.Superseded values are not recommended for survey control.
 KV0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0023.See file dsdata.txt to determine how the superseded data were derived.
 KV0023
 KV0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK611884(NAD 83)
 KV0023_MARKER: R = RIVET
 KV0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0023_SP_SET: CULVERT
 KV0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0023
 KV0023  HISTORY     - Date     Condition        Report By
 KV0023  HISTORY     - 1933     MONUMENTED       CGS
 KV0023  HISTORY     - 1934     GOOD             CGS
 KV0023  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0023
 KV0023                          STATION DESCRIPTION
 KV0023
 KV0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0023'2 MI N FROM PERTH AMBOY.
 KV0023'ABOUT 2 MILES NORTH ALONG STATE HIGHWAY 4 FROM PERTH AMBOY, 200
 KV0023'YARDS NORTH OF GORTONS ICE CREAM PLANT, AT THE INTERSECTION OF
 KV0023'AMBOY AVENUE, 50 FEET SOUTH OF UNCLE TOMS CABIN LUNCH ROOM, 15
 KV0023'FEET EAST OF THE CENTERLINE OF AMBOY AVENUE, IN THE TOP OF THE
 KV0023'SOUTH HEADWALL OF A CONCRETE CULVERT OVER A DRAINAGE DITCH, AND
 KV0023'ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD MONEL-METAL RIVET.
 KV0023
 KV0023                          STATION RECOVERY (1964)
 KV0023
 KV0023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1109 ***********************************************************************
 KV1109  DESIGNATION -  RV 1
 KV1109  PID         -  KV1109
 KV1109  STATE/COUNTY-  NJ/MERCER
 KV1109  USGS QUAD   -  PENNINGTON (1995)
 KV1109
 KV1109                         *CURRENT SURVEY CONTROL
 KV1109  ___________________________________________________________________
 KV1109* NAD 83(1996)-  40 17 45.18607(N)    074 51 58.99289(W)     ADJUSTED  
 KV1109* NAVD 88     -        17.535  (meters)      57.53   (feet)  ADJUSTED  
 KV1109  ___________________________________________________________________
 KV1109  X           -   1,271,809.887 (meters)                     COMP
 KV1109  Y           -  -4,702,566.292 (meters)                     COMP
 KV1109  Z           -   4,103,088.411 (meters)                     COMP
 KV1109  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 KV1109  ELLIP HEIGHT-         -16.07  (meters)          (10/23/02) GPS OBS
 KV1109  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KV1109  DYNAMIC HT  -          17.527 (meters)      57.50  (feet)  COMP
 KV1109  MODELED GRAV-     980,156.8   (mgal)                       NAVD 88
 KV1109
 KV1109  HORZ ORDER  -  FIRST
 KV1109  VERT ORDER  -  FIRST     CLASS I
 KV1109  ELLP ORDER  -  FOURTH    CLASS I
 KV1109
 KV1109.The horizontal coordinates were established by GPS observations
 KV1109.and adjusted by the National Geodetic Survey in May 1999..
 KV1109
 KV1109.The orthometric height was determined by differential leveling
 KV1109.and adjusted by the National Geodetic Survey in June 1991..
 KV1109
 KV1109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1109
 KV1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1109
 KV1109.The ellipsoidal height was determined by GPS observations
 KV1109.and is referenced to NAD 83.
 KV1109
 KV1109.The geoid height was determined by GEOID03.
 KV1109
 KV1109.The dynamic height is computed by dividing the NAVD 88
 KV1109.geopotential number by the normal gravity value computed on the
 KV1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1109.degrees latitude (g = 980.6199 gals.).
 KV1109
 KV1109.The modeled gravity was interpolated from observed gravity values.
 KV1109
 KV1109;                    North         East     Units Scale Factor Converg.
 KV1109;SPC NJ       -   162,429.859   118,851.348   MT  0.99991194   -0 14 13.0
 KV1109;SPC NJ       -   532,905.30    389,931.46   sFT  0.99991194   -0 14 13.0
 KV1109;SPC PA S     -   110,878.953   845,124.118   MT  0.99996313   +1 52 15.1
 KV1109;SPC PA S     -   363,775.36  2,772,711.38   sFT  0.99996313   +1 52 15.1
 KV1109;UTM  18      - 4,460,606.966   511,355.795   MT  0.99960159   +0 05 11.1
 KV1109
 KV1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1109!SPC NJ       -   1.00000252  x   0.99991194  =   0.99991446
 KV1109!SPC PA S     -   1.00000252  x   0.99996313  =   0.99996565
 KV1109!UTM  18      -   1.00000252  x   0.99960159  =   0.99960411
 KV1109
 KV1109                          SUPERSEDED SURVEY CONTROL
 KV1109
 KV1109  ELLIP H (05/14/99)  -16.06   (m)                       GP(       ) 4 1
 KV1109  NAD 83(1986)-  40 17 45.18445(N)    074 51 58.99538(W) AD(       ) 1
 KV1109  NAVD 88 (12/17/93)   17.53   (m)           57.5    (f) LEVELING    3  
 KV1109  NGVD 29 (01/10/92)   17.828  (m)           58.49   (f) ADJUSTED    1 1
 KV1109
 KV1109.Superseded values are not recommended for survey control.
 KV1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1109.See file dsdata.txt to determine how the superseded data were derived.
 KV1109
 KV1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1135660607(NAD 83)
 KV1109_MARKER: B = BOLT
 KV1109_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KV1109_SP_SET: SPILLWAY RETAINING WALL
 KV1109_MARK LOGO: NONE  
 KV1109_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1109+STABILITY: SURFACE MOTION
 KV1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1109+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2001
 KV1109
 KV1109  HISTORY     - Date     Condition        Report By
 KV1109  HISTORY     - 1935     MONUMENTED       PRR
 KV1109  HISTORY     - 1956     GOOD             CGS
 KV1109  HISTORY     - 1974     GOOD             NJGS
 KV1109  HISTORY     - 19881012 GOOD             NJGS
 KV1109  HISTORY     - 19900405 GOOD             NJGS
 KV1109  HISTORY     - 19930505 GOOD             NJGS
 KV1109  HISTORY     - 20010518 GOOD             NJGS
 KV1109  HISTORY     - 20050818 GOOD             GEOCAC
 KV1109
 KV1109                          STATION DESCRIPTION
 KV1109
 KV1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1109'1.2 MI SE FROM TITUSVILLE.
 KV1109'1.2 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV1109'STATION SIGN AND POST OFFICE AT TITUSVILLE, AT WASHINGTON
 KV1109'CROSSING, ON TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT
 KV1109'OF A BRIDGE OVER SEVERAL LARGE CONCRETE PIPE CULVERT WHICH
 KV1109'ARE OUTLET FROM THE FEEDER CANAL TO THE DELAWARE RIVER, 9 1/2
 KV1109'RAILS SOUTHEAST OF THE ROAD CROSSING AT WASHINGTON CROSSING,
 KV1109'9.6 FEET NORTHEAST OF THE NORTHEAST RAIL AND ABOUT 1-FOOT LOWER
 KV1109'THAN THE TRACK.  NOTE-- 9 1/2 RAILS SHOULD BE CHANGED TO 300 FT SE
 KV1109'OF CENTERLINE OF ROAD CROSSING, 9.6 FT SHOULD BE CHANGED TO 7.7
 KV1109'FT. NE OF NE RAIL.
 KV1109
 KV1109                          STATION RECOVERY (1974)
 KV1109
 KV1109'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1974
 KV1109'RECOVERED IN GOOD CONDITION.
 KV1109
 KV1109                          STATION RECOVERY (1988)
 KV1109
 KV1109'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1109'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1109'AT WASHINGTON CROSSING, SET IN THE SOUTH WING WALL OF AN ABUTMENT OF
 KV1109'THE DELAWARE RARITAN CANAL OVERFLOW SPILLWAY LEADING INTO THE DELAWARE
 KV1109'RIVER AND ALSO UNDER THE OLD RAILROAD BED, ABOUT 4 M (13.1 FT) EAST OF
 KV1109'THE CENTERLINE OF THE OLD BED, 91.5 M (300.2 FT) SOUTHEAST OF MERCER
 KV1109'COUNTY ROUTE 546 WOODEN BRIDGE OVER THE CANAL, A 0.02 M (0.1 FT) BOLT
 KV1109'PROJECTING 0.01 M (0.0 FT) ABOVE THE CONCRETE.
 KV1109
 KV1109                          STATION RECOVERY (1990)
 KV1109
 KV1109'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV1109'THE STATION IS LOCATED IN WASHINGTON CROSSING, SET IN THE SOUTH WING
 KV1109'WALL OF AN ABUTMENT OF THE DELAWARE RARITAN CANAL OVERFLOW SPILLWAY
 KV1109'LEADING INTO THE DELAWARE RIVER AND ALSO UNDER THE OLD RAILROAD BED.
 KV1109'THE STATION IS ABOUT 4 M (13.1 FT) EAST OF THE CENTERLINE OF THE OLD
 KV1109'BED AND 91.5 M (300.2 FT) SOUTHEAST OF THE COUNTY ROAD 546 WOODEN
 KV1109'BRIDGE OVER THE CANAL.  THE STATION IS A 0.02 M (0.07 FT) DIAMETER
 KV1109'BOLT PROJECTING 0.01 M (0.03 FT) ABOVE THE CONCRETE.
 KV1109
 KV1109                          STATION RECOVERY (1993)
 KV1109
 KV1109'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV1109'RECOVERED IN GOOD CONDITION.
 KV1109
 KV1109                          STATION RECOVERY (2001)
 KV1109
 KV1109'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV1109'RECOVERED IN GOOD CONDITION.
 KV1109
 KV1109                          STATION RECOVERY (2005)
 KV1109
 KV1109'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 KV1109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0077 ***********************************************************************
 KV0077  DESIGNATION -  RV 10
 KV0077  PID         -  KV0077
 KV0077  STATE/COUNTY-  NJ/ESSEX
 KV0077  USGS QUAD   -  ELIZABETH (1995)
 KV0077
 KV0077                         *CURRENT SURVEY CONTROL
 KV0077  ___________________________________________________________________
 KV0077* NAD 83(1986)-  40 41 09.     (N)    074 12 17.     (W)     SCALED    
 KV0077* NAVD 88     -         7.985  (meters)      26.20   (feet)  ADJUSTED  
 KV0077  ___________________________________________________________________
 KV0077  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV0077  DYNAMIC HT  -           7.982 (meters)      26.19  (feet)  COMP
 KV0077  MODELED GRAV-     980,218.0   (mgal)                       NAVD 88
 KV0077
 KV0077  VERT ORDER  -  FIRST     CLASS I
 KV0077
 KV0077.The horizontal coordinates were scaled from a topographic map and have
 KV0077.an estimated accuracy of +/- 6 seconds.
 KV0077
 KV0077.The orthometric height was determined by differential leveling
 KV0077.and adjusted by the National Geodetic Survey in June 1991..
 KV0077
 KV0077.The geoid height was determined by GEOID03.
 KV0077
 KV0077.The dynamic height is computed by dividing the NAVD 88
 KV0077.geopotential number by the normal gravity value computed on the
 KV0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0077.degrees latitude (g = 980.6199 gals.).
 KV0077
 KV0077.The modeled gravity was interpolated from observed gravity values.
 KV0077
 KV0077;                    North         East    Units  Estimated Accuracy
 KV0077;SPC NJ       -   205,700.      174,960.      MT  (+/- 180 meters Scaled)
 KV0077
 KV0077                          SUPERSEDED SURVEY CONTROL
 KV0077
 KV0077  NGVD 29 (04/16/92)    8.320  (m)           27.30   (f) ADJUSTED    1 1
 KV0077
 KV0077.Superseded values are not recommended for survey control.
 KV0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0077.See file dsdata.txt to determine how the superseded data were derived.
 KV0077
 KV0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL672041(NAD 83)
 KV0077_MARKER: R = RIVET
 KV0077_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0077_SP_SET: CURB
 KV0077_MARK LOGO: NONE  
 KV0077_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0077+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1995
 KV0077
 KV0077  HISTORY     - Date     Condition        Report By
 KV0077  HISTORY     - 1933     MONUMENTED       RBNF
 KV0077  HISTORY     - 1965     GOOD             CGS
 KV0077  HISTORY     - 1982     GOOD             NJGS
 KV0077  HISTORY     - 19950310 POOR             NJGS
 KV0077
 KV0077                          STATION DESCRIPTION
 KV0077
 KV0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0077'AT ELIZABETH.
 KV0077'AT ELIZABETH, AT THE JUNCTION OF NEWARK AVENUE AND ALINA STREET,
 KV0077'NEAR THE SOUTHWEST END OF WILSON PARK, SET IN THE TOP OF THE STONE
 KV0077'CURB ALONG THE NORTHWEST SIDE OF NEWARK AVENUE, 12 FEET NORTHEAST
 KV0077'OF THE NORTHEAST CURB OF ALINA STREET, 1.8 FEET SOUTHEAST OF A
 KV0077'METAL POST SUPPORTING A STREET MARKER AND ABOUT 1/2 FOOT ABOVE
 KV0077'THE LEVEL OF THE AVENUE.
 KV0077
 KV0077                          STATION RECOVERY (1982)
 KV0077
 KV0077'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1982
 KV0077'RECOVERED IN GOOD CONDITION.
 KV0077
 KV0077                          STATION RECOVERY (1995)
 KV0077
 KV0077'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0077'RECOVERED AS DESCRIBED.  THE CURB IS LEANING, THE EVEVATION IS
 KV0077'QUESTIONABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0530 ***********************************************************************
 KV0530  DESIGNATION -  RV 100
 KV0530  PID         -  KV0530
 KV0530  STATE/COUNTY-  NJ/PASSAIC
 KV0530  USGS QUAD   -  PATERSON (1995)
 KV0530
 KV0530                         *CURRENT SURVEY CONTROL
 KV0530  ___________________________________________________________________
 KV0530* NAD 83(1986)-  40 55 37.     (N)    074 09 46.     (W)     SCALED    
 KV0530* NAVD 88     -        20.094  (meters)      65.93   (feet)  ADJUSTED  
 KV0530  ___________________________________________________________________
 KV0530  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KV0530  DYNAMIC HT  -          20.086 (meters)      65.90  (feet)  COMP
 KV0530  MODELED GRAV-     980,215.0   (mgal)                       NAVD 88
 KV0530
 KV0530  VERT ORDER  -  SECOND    CLASS 0
 KV0530
 KV0530.The horizontal coordinates were scaled from a topographic map and have
 KV0530.an estimated accuracy of +/- 6 seconds.
 KV0530
 KV0530.The orthometric height was determined by differential leveling
 KV0530.and adjusted by the National Geodetic Survey in June 1991..
 KV0530
 KV0530.The geoid height was determined by GEOID03.
 KV0530
 KV0530.The dynamic height is computed by dividing the NAVD 88
 KV0530.geopotential number by the normal gravity value computed on the
 KV0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0530.degrees latitude (g = 980.6199 gals.).
 KV0530
 KV0530.The modeled gravity was interpolated from observed gravity values.
 KV0530
 KV0530;                    North         East    Units  Estimated Accuracy
 KV0530;SPC NJ       -   232,490.      178,400.      MT  (+/- 180 meters Scaled)
 KV0530
 KV0530                          SUPERSEDED SURVEY CONTROL
 KV0530
 KV0530  NGVD 29 (??/??/??)   20.379  (m)           66.86   (f) ADJUSTED    2 0
 KV0530
 KV0530.Superseded values are not recommended for survey control.
 KV0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0530.See file dsdata.txt to determine how the superseded data were derived.
 KV0530
 KV0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL704309(NAD 83)
 KV0530_MARKER: R = RIVET
 KV0530_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0530_SP_SET: ABUTMENT SEAT
 KV0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0530+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2006
 KV0530
 KV0530  HISTORY     - Date     Condition        Report By
 KV0530  HISTORY     - 1933     MONUMENTED       ELRR
 KV0530  HISTORY     - 1933     GOOD             CGS
 KV0530  HISTORY     - 1944     GOOD             CGS
 KV0530  HISTORY     - 19920226 MARK NOT FOUND   NJGS
 KV0530  HISTORY     - 20060527 GOOD             GEOCAC
 KV0530
 KV0530                          STATION DESCRIPTION
 KV0530
 KV0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KV0530'AT PATERSON.
 KV0530'AT PATERSON, PASSAIC COUNTY, ON THE ERIE LACKAWANNA RAILROAD, ON
 KV0530'SUMMER STREET, AT OVERHEAD CROSSING 16.56 OVER KEEN STREET, IN
 KV0530'THE TOP OF THE EAST END OF THE CONCRETE SEAT OF THE NORTH
 KV0530'ABUTMENT, 2 YARDS WEST OF THE EAST END OF THE ABUTMENT, 3 YARDS
 KV0530'WEST OF THE TRACK, AND ABOUT 2 YARDS LOWER THAN THE TRACK.
 KV0530
 KV0530                          STATION RECOVERY (1944)
 KV0530
 KV0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 KV0530'RECOVERED IN GOOD CONDITION.
 KV0530
 KV0530                          STATION RECOVERY (1992)
 KV0530
 KV0530'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KV0530'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV0530'SEARCH BY A TWO MAN PARTY.
 KV0530
 KV0530                          STATION RECOVERY (2006)
 KV0530
 KV0530'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0530'FOUND AS DESCRIBED.  EXCEPTION THREE YARDS EAST OF THE TRACK.  HAND
 KV0530'HELD GPS COORDINATES N 40 55 37.7 W 74 09 47.7
 KV0530' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0531 ***********************************************************************
 KV0531  DESIGNATION -  RV 101
 KV0531  PID         -  KV0531
 KV0531  STATE/COUNTY-  NJ/PASSAIC
 KV0531  USGS QUAD   -  PATERSON (1995)
 KV0531
 KV0531                         *CURRENT SURVEY CONTROL
 KV0531  ___________________________________________________________________
 KV0531* NAD 83(1986)-  40 55 08.     (N)    074 10 01.     (W)     SCALED    
 KV0531* NAVD 88     -        26.933  (meters)      88.36   (feet)  ADJUSTED  
 KV0531  ___________________________________________________________________
 KV0531  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KV0531  DYNAMIC HT  -          26.922 (meters)      88.33  (feet)  COMP
 KV0531  MODELED GRAV-     980,211.9   (mgal)                       NAVD 88
 KV0531
 KV0531  VERT ORDER  -  SECOND    CLASS 0
 KV0531
 KV0531.The horizontal coordinates were scaled from a topographic map and have
 KV0531.an estimated accuracy of +/- 6 seconds.
 KV0531
 KV0531.The orthometric height was determined by differential leveling
 KV0531.and adjusted by the National Geodetic Survey in June 1991..
 KV0531
 KV0531.The geoid height was determined by GEOID03.
 KV0531
 KV0531.The dynamic height is computed by dividing the NAVD 88
 KV0531.geopotential number by the normal gravity value computed on the
 KV0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0531.degrees latitude (g = 980.6199 gals.).
 KV0531
 KV0531.The modeled gravity was interpolated from observed gravity values.
 KV0531
 KV0531;                    North         East    Units  Estimated Accuracy
 KV0531;SPC NJ       -   231,590.      178,050.      MT  (+/- 180 meters Scaled)
 KV0531
 KV0531                          SUPERSEDED SURVEY CONTROL
 KV0531
 KV0531  NGVD 29 (??/??/??)   27.218  (m)           89.30   (f) ADJUSTED    2 0
 KV0531
 KV0531.Superseded values are not recommended for survey control.
 KV0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0531.See file dsdata.txt to determine how the superseded data were derived.
 KV0531
 KV0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL701300(NAD 83)
 KV0531_MARKER: R = RIVET
 KV0531_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0531_SP_SET: ABUTMENT
 KV0531_MARK LOGO: NONE  
 KV0531_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0531+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2006
 KV0531
 KV0531  HISTORY     - Date     Condition        Report By
 KV0531  HISTORY     - 1933     MONUMENTED       ELRR
 KV0531  HISTORY     - 1944     GOOD             CGS
 KV0531  HISTORY     - 19920226 GOOD             NJGS
 KV0531  HISTORY     - 20060527 GOOD             GEOCAC
 KV0531
 KV0531                          STATION DESCRIPTION
 KV0531
 KV0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV0531'AT PATERSON.
 KV0531'AT PATERSON, PASSAIC COUNTY, ON THE ERIE LACKAWANNA RAILROAD,
 KV0531'AT BRIDGE NO. 15.95 OVER BROADWAY, IN THE TOP OF THE EAST END OF
 KV0531'THE NORTH ABUTMENT, 6 YARDS EAST OF THE CENTERLINE OF THE
 KV0531'NORTH-BOUND TRACK, AND ABOUT 1 FOOT LOWER THAN THE RAIL.
 KV0531
 KV0531                          STATION RECOVERY (1992)
 KV0531
 KV0531'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KV0531'RECOVERED AS DESCRIBED.
 KV0531
 KV0531                          STATION RECOVERY (2006)
 KV0531
 KV0531'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0531'FOUND AS DESCRIBED.  HAND HELD GPS COORDINATES  N 40 55 07.8  W 74 10
 KV0531'02.7
 KV0531' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0117 ***********************************************************************
 KV0117  DESIGNATION -  RV 12
 KV0117  PID         -  KV0117
 KV0117  STATE/COUNTY-  NJ/BERGEN
 KV0117  USGS QUAD   -  ORANGE (1981)
 KV0117
 KV0117                         *CURRENT SURVEY CONTROL
 KV0117  ___________________________________________________________________
 KV0117* NAD 83(1986)-  40 47 37.     (N)    074 08 27.     (W)     SCALED    
 KV0117* NAVD 88     -         2.056  (meters)       6.75   (feet)  ADJUSTED  
 KV0117  ___________________________________________________________________
 KV0117  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KV0117  DYNAMIC HT  -           2.055 (meters)       6.74  (feet)  COMP
 KV0117  MODELED GRAV-     980,222.5   (mgal)                       NAVD 88
 KV0117
 KV0117  VERT ORDER  -  FIRST     CLASS II
 KV0117
 KV0117.The horizontal coordinates were scaled from a topographic map and have
 KV0117.an estimated accuracy of +/- 6 seconds.
 KV0117
 KV0117.The orthometric height was determined by differential leveling
 KV0117.and adjusted by the National Geodetic Survey in June 1991..
 KV0117
 KV0117.The geoid height was determined by GEOID03.
 KV0117
 KV0117.The dynamic height is computed by dividing the NAVD 88
 KV0117.geopotential number by the normal gravity value computed on the
 KV0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0117.degrees latitude (g = 980.6199 gals.).
 KV0117
 KV0117.The modeled gravity was interpolated from observed gravity values.
 KV0117
 KV0117;                    North         East    Units  Estimated Accuracy
 KV0117;SPC NJ       -   217,690.      180,310.      MT  (+/- 180 meters Scaled)
 KV0117
 KV0117                          SUPERSEDED SURVEY CONTROL
 KV0117
 KV0117  NGVD 29 (??/??/??)    2.378  (m)            7.80   (f) ADJUSTED    1 2
 KV0117
 KV0117.Superseded values are not recommended for survey control.
 KV0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0117.See file dsdata.txt to determine how the superseded data were derived.
 KV0117
 KV0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL724162(NAD 83)
 KV0117_MARKER: R = RIVET
 KV0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0117_SP_SET: CULVERT
 KV0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0117
 KV0117  HISTORY     - Date     Condition        Report By
 KV0117  HISTORY     - 1933     MONUMENTED       CGS
 KV0117  HISTORY     - 1934     GOOD             CGS
 KV0117  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV0117
 KV0117                          STATION DESCRIPTION
 KV0117
 KV0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0117'AT NORTH ARLINGTON.
 KV0117'AT NORTH ARLINGTON, BERGEN COUNTY, AT THE JUNCTION OF ARLINGTON
 KV0117'BOULEVARD AND RIVER ROAD, ABOUT 3,500 FEET NORTH OF THE
 KV0117'BELLEVILLE AVENUE BRIDGE OVER PASSAIC RIVER, AT THE HIGH-WATER
 KV0117'MARK ON THE EAST BANK OF THE RIVER, 75 FEET EAST OF THE LOW-WATER
 KV0117'MARK, ON THE SOUTH SIDE OF THE BOULEVARD, AT A CONCRETE CULVERT,
 KV0117'IN THE TOP OF THE WEST HEADWALL, AND 2 FEET SOUTH OF THE NORTH
 KV0117'END.  A STANDARD MONEL-METAL RIVET.
 KV0117
 KV0117                          STATION RECOVERY (1989)
 KV0117
 KV0117'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3458 ***********************************************************************
 KV3458  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3458  DESIGNATION -  RV 1230
 KV3458  PID         -  KV3458
 KV3458  STATE/COUNTY-  NJ/BERGEN
 KV3458  USGS QUAD   -  WEEHAWKEN (1995)
 KV3458
 KV3458                         *CURRENT SURVEY CONTROL
 KV3458  ___________________________________________________________________
 KV3458* NAD 83(1986)-  40 49 35.     (N)    074 04 34.     (W)     SCALED    
 KV3458* NAVD 88     -         2.554  (meters)       8.38   (feet)  ADJUSTED  
 KV3458  ___________________________________________________________________
 KV3458  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KV3458  DYNAMIC HT  -           2.553 (meters)       8.38  (feet)  COMP
 KV3458  MODELED GRAV-     980,234.8   (mgal)                       NAVD 88
 KV3458
 KV3458  VERT ORDER  -  SECOND    CLASS I
 KV3458
 KV3458.The horizontal coordinates were scaled from a topographic map and have
 KV3458.an estimated accuracy of +/- 6 seconds.
 KV3458
 KV3458.The orthometric height was determined by differential leveling
 KV3458.and adjusted by the National Geodetic Survey in June 1991..
 KV3458
 KV3458.This Tidal Bench Mark is designated as VM 7435
 KV3458.by the Center for Operational Oceanographic Products and Services.
 KV3458
 KV3458.The geoid height was determined by GEOID03.
 KV3458
 KV3458.The dynamic height is computed by dividing the NAVD 88
 KV3458.geopotential number by the normal gravity value computed on the
 KV3458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3458.degrees latitude (g = 980.6199 gals.).
 KV3458
 KV3458.The modeled gravity was interpolated from observed gravity values.
 KV3458
 KV3458;                    North         East    Units  Estimated Accuracy
 KV3458;SPC NJ       -   221,360.      185,750.      MT  (+/- 180 meters Scaled)
 KV3458
 KV3458                          SUPERSEDED SURVEY CONTROL
 KV3458
 KV3458  NGVD 29 (??/??/??)    2.869  (m)            9.41   (f) ADJUSTED    2 1
 KV3458
 KV3458.Superseded values are not recommended for survey control.
 KV3458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3458.See file dsdata.txt to determine how the superseded data were derived.
 KV3458
 KV3458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL779198(NAD 83)
 KV3458_MARKER: R = RIVET
 KV3458_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV3458+WITH SETTING: PAVEMENT
 KV3458_SP_SET: STEPS
 KV3458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3458+STABILITY: SURFACE MOTION
 KV3458
 KV3458  HISTORY     - Date     Condition        Report By
 KV3458  HISTORY     - UNK      MONUMENTED       RBNF
 KV3458  HISTORY     - 1975     GOOD             NOS
 KV3458
 KV3458                          STATION DESCRIPTION
 KV3458
 KV3458'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 KV3458'IN RUTHERFORD.
 KV3458'SET IN THE STEPS TO THE EAST WING OF RADIO STATION WADO, NEXT TO THE
 KV3458'FRONT WALL AND 5 FT. NORTH OF 853 0463 4 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0118 ***********************************************************************
 KV0118  DESIGNATION -  RV 13
 KV0118  PID         -  KV0118
 KV0118  STATE/COUNTY-  NJ/BERGEN
 KV0118  USGS QUAD   -  ORANGE (1981)
 KV0118
 KV0118                         *CURRENT SURVEY CONTROL
 KV0118  ___________________________________________________________________
 KV0118* NAD 83(1986)-  40 48 06.     (N)    074 08 04.     (W)     SCALED    
 KV0118* NAVD 88     -         4.492  (meters)      14.74   (feet)  ADJUSTED  
 KV0118  ___________________________________________________________________
 KV0118  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KV0118  DYNAMIC HT  -           4.490 (meters)      14.73  (feet)  COMP
 KV0118  MODELED GRAV-     980,223.4   (mgal)                       NAVD 88
 KV0118
 KV0118  VERT ORDER  -  FIRST     CLASS II
 KV0118
 KV0118.The horizontal coordinates were scaled from a topographic map and have
 KV0118.an estimated accuracy of +/- 6 seconds.
 KV0118
 KV0118.The orthometric height was determined by differential leveling
 KV0118.and adjusted by the National Geodetic Survey in June 1991..
 KV0118
 KV0118.The geoid height was determined by GEOID03.
 KV0118
 KV0118.The dynamic height is computed by dividing the NAVD 88
 KV0118.geopotential number by the normal gravity value computed on the
 KV0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0118.degrees latitude (g = 980.6199 gals.).
 KV0118
 KV0118.The modeled gravity was interpolated from observed gravity values.
 KV0118
 KV0118;                    North         East    Units  Estimated Accuracy
 KV0118;SPC NJ       -   218,590.      180,850.      MT  (+/- 180 meters Scaled)
 KV0118
 KV0118                          SUPERSEDED SURVEY CONTROL
 KV0118
 KV0118  NGVD 29 (??/??/??)    4.812  (m)           15.79   (f) ADJUSTED    1 2
 KV0118
 KV0118.Superseded values are not recommended for survey control.
 KV0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0118.See file dsdata.txt to determine how the superseded data were derived.
 KV0118
 KV0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL730171(NAD 83)
 KV0118_MARKER: R = RIVET
 KV0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0118_SP_SET: CURB
 KV0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0118
 KV0118  HISTORY     - Date     Condition        Report By
 KV0118  HISTORY     - 1933     MONUMENTED       CGS
 KV0118  HISTORY     - 1934     GOOD             CGS
 KV0118  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV0118
 KV0118                          STATION DESCRIPTION
 KV0118
 KV0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0118'AT NORTH ARLINGTON.
 KV0118'AT NORTH ARLINGTON, BERGEN COUNTY, ON RIVER ROAD, 180 FEET SOUTH
 KV0118'OF THE LYNDHURST TOWNSHIP LINE, 85 FEET SOUTH OF THE JUNCTION OF
 KV0118'RIVER ROAD AND JAUNCEY AVENUE, 5 FEET SOUTH OF A DROP ISLET, IN
 KV0118'THE TOP OF THE WEST CURB OF RIVER ROAD, AND LEVEL WITH THE
 KV0118'FINISHED GRADE OF THE ROAD.  A STANDARD MONEL-METAL RIVET.
 KV0118
 KV0118                          STATION RECOVERY (1989)
 KV0118
 KV0118'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0126 ***********************************************************************
 KV0126  DESIGNATION -  RV 14
 KV0126  PID         -  KV0126
 KV0126  STATE/COUNTY-  NJ/BERGEN
 KV0126  USGS QUAD   -  WEEHAWKEN (1995)
 KV0126
 KV0126                         *CURRENT SURVEY CONTROL
 KV0126  ___________________________________________________________________
 KV0126* NAD 83(1986)-  40 49 23.     (N)    074 06 55.     (W)     SCALED    
 KV0126* NAVD 88     -        23.446  (meters)      76.92   (feet)  ADJUSTED  
 KV0126  ___________________________________________________________________
 KV0126  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KV0126  DYNAMIC HT  -          23.437 (meters)      76.89  (feet)  COMP
 KV0126  MODELED GRAV-     980,226.9   (mgal)                       NAVD 88
 KV0126
 KV0126  VERT ORDER  -  FIRST     CLASS II
 KV0126
 KV0126.The horizontal coordinates were scaled from a topographic map and have
 KV0126.an estimated accuracy of +/- 6 seconds.
 KV0126
 KV0126.The orthometric height was determined by differential leveling
 KV0126.and adjusted by the National Geodetic Survey in June 1991..
 KV0126
 KV0126.The geoid height was determined by GEOID03.
 KV0126
 KV0126.The dynamic height is computed by dividing the NAVD 88
 KV0126.geopotential number by the normal gravity value computed on the
 KV0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0126.degrees latitude (g = 980.6199 gals.).
 KV0126
 KV0126.The modeled gravity was interpolated from observed gravity values.
 KV0126
 KV0126;                    North         East    Units  Estimated Accuracy
 KV0126;SPC NJ       -   220,970.      182,450.      MT  (+/- 180 meters Scaled)
 KV0126
 KV0126                          SUPERSEDED SURVEY CONTROL
 KV0126
 KV0126  NGVD 29 (??/??/??)   23.762  (m)           77.96   (f) ADJUSTED    1 2
 KV0126
 KV0126.Superseded values are not recommended for survey control.
 KV0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0126.See file dsdata.txt to determine how the superseded data were derived.
 KV0126
 KV0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL746194(NAD 83)
 KV0126_MARKER: R = RIVET
 KV0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0126_SP_SET: CURB
 KV0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0126
 KV0126  HISTORY     - Date     Condition        Report By
 KV0126  HISTORY     - 1933     MONUMENTED       CGS
 KV0126  HISTORY     - 1934     GOOD             CGS
 KV0126
 KV0126                          STATION DESCRIPTION
 KV0126
 KV0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0126'AT RUTHERFORD.
 KV0126'AT RUTHERFORD, BERGEN COUNTY, AT THE NORTHEAST CORNER OF THE
 KV0126'INTERSECTION OF VAN NESS AND PARK AVENUES, 50 FEET SOUTHWEST OF
 KV0126'THE SOUTHWEST CORNER OF THE RESIDENCE AT 338 PARK AVENUE, 27
 KV0126'FEET EAST OF THE CENTERLINE OF VAN NESS AVENUE, 24 FEET NORTH
 KV0126'OF THE CENTERLINE OF PARK AVENUE, AND IN THE TOP OF THE CONCRETE
 KV0126'CURB.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0502 ***********************************************************************
 KV0502  DESIGNATION -  RV 1412 NJGS
 KV0502  PID         -  KV0502
 KV0502  STATE/COUNTY-  NJ/BERGEN
 KV0502  USGS QUAD   -  HACKENSACK (1997)
 KV0502
 KV0502                         *CURRENT SURVEY CONTROL
 KV0502  ___________________________________________________________________
 KV0502* NAD 83(1986)-  40 54 21.     (N)    074 01 58.     (W)     SCALED    
 KV0502* NAVD 88     -         4.859  (meters)      15.94   (feet)  ADJUSTED  
 KV0502  ___________________________________________________________________
 KV0502  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KV0502  DYNAMIC HT  -           4.857 (meters)      15.94  (feet)  COMP
 KV0502  MODELED GRAV-     980,241.5   (mgal)                       NAVD 88
 KV0502
 KV0502  VERT ORDER  -  SECOND    CLASS 0
 KV0502
 KV0502.The horizontal coordinates were scaled from a topographic map and have
 KV0502.an estimated accuracy of +/- 6 seconds.
 KV0502
 KV0502.The orthometric height was determined by differential leveling
 KV0502.and adjusted by the National Geodetic Survey in June 1991..
 KV0502
 KV0502.The geoid height was determined by GEOID03.
 KV0502
 KV0502.The dynamic height is computed by dividing the NAVD 88
 KV0502.geopotential number by the normal gravity value computed on the
 KV0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0502.degrees latitude (g = 980.6199 gals.).
 KV0502
 KV0502.The modeled gravity was interpolated from observed gravity values.
 KV0502
 KV0502;                    North         East    Units  Estimated Accuracy
 KV0502;SPC NJ       -   230,200.      189,360.      MT  (+/- 180 meters Scaled)
 KV0502
 KV0502                          SUPERSEDED SURVEY CONTROL
 KV0502
 KV0502  NGVD 29 (??/??/??)    5.166  (m)           16.95   (f) ADJUSTED    2 0
 KV0502
 KV0502.Superseded values are not recommended for survey control.
 KV0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0502.See file dsdata.txt to determine how the superseded data were derived.
 KV0502
 KV0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL814287(NAD 83)
 KV0502_MARKER: R = RIVET
 KV0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0502_SP_SET: COLUMN BASE
 KV0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0502
 KV0502  HISTORY     - Date     Condition        Report By
 KV0502  HISTORY     - 1956     MONUMENTED       NJGS
 KV0502  HISTORY     - 1956     GOOD             CGS
 KV0502
 KV0502                          STATION DESCRIPTION
 KV0502
 KV0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0502'AT HACKENSACK.
 KV0502'AT HACKENSACK, ON STATE HIGHWAY ROUTE 4, AT THE OVERPASS CARRYING
 KV0502'HACKENSACK AVENUE, ON THE WEST SIDE OF THE EAST SUPPORTING
 KV0502'COLUMN AND IN THE BASE MOULDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1636 ***********************************************************************
 KU1636  DESIGNATION -  RV 1439
 KU1636  PID         -  KU1636
 KU1636  STATE/COUNTY-  NJ/BERGEN
 KU1636  USGS QUAD   -  YONKERS (1979)
 KU1636
 KU1636                         *CURRENT SURVEY CONTROL
 KU1636  ___________________________________________________________________
 KU1636* NAD 83(1986)-  40 54 58.     (N)    073 56 12.     (W)     SCALED    
 KU1636* NAVD 88     -       122.630  (meters)     402.33   (feet)  ADJUSTED  
 KU1636  ___________________________________________________________________
 KU1636  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 KU1636  DYNAMIC HT  -         122.586 (meters)     402.18  (feet)  COMP
 KU1636  MODELED GRAV-     980,261.1   (mgal)                       NAVD 88
 KU1636
 KU1636  VERT ORDER  -  SECOND    CLASS 0
 KU1636
 KU1636.The horizontal coordinates were scaled from a topographic map and have
 KU1636.an estimated accuracy of +/- 6 seconds.
 KU1636
 KU1636.The orthometric height was determined by differential leveling
 KU1636.and adjusted by the National Geodetic Survey in June 1991..
 KU1636
 KU1636.The geoid height was determined by GEOID03.
 KU1636
 KU1636.The dynamic height is computed by dividing the NAVD 88
 KU1636.geopotential number by the normal gravity value computed on the
 KU1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1636.degrees latitude (g = 980.6199 gals.).
 KU1636
 KU1636.The modeled gravity was interpolated from observed gravity values.
 KU1636
 KU1636;                    North         East    Units  Estimated Accuracy
 KU1636;SPC NJ       -   231,390.      197,450.      MT  (+/- 180 meters Scaled)
 KU1636
 KU1636                          SUPERSEDED SURVEY CONTROL
 KU1636
 KU1636  NGVD 29 (??/??/92)  122.940  (m)          403.35   (f) ADJ UNCH    2 0
 KU1636
 KU1636.Superseded values are not recommended for survey control.
 KU1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1636.See file dsdata.txt to determine how the superseded data were derived.
 KU1636
 KU1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL895299(NAD 83)
 KU1636_MARKER: R = RIVET
 KU1636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1636_SP_SET: CULVERT
 KU1636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1636+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 KU1636
 KU1636  HISTORY     - Date     Condition        Report By
 KU1636  HISTORY     - UNK      MONUMENTED       NJGS
 KU1636  HISTORY     - 1956     GOOD             NGS
 KU1636  HISTORY     - 20060430 GOOD             GEOCAC
 KU1636
 KU1636                          STATION DESCRIPTION
 KU1636
 KU1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1636'2.3 MI SE FROM ALPINE.
 KU1636'0.2 MILE EAST ALONG THE CLOSTER DOCK ROAD FROM THE ALPINE
 KU1636'METHODIST CHURCH, THENCE 2.1 MILE SOUTH ALONG U.S. HIGHWAY 9W,
 KU1636'0.9 MILE NORTH OF THE JUNCTION OF EAST CLINTON AVENUE, 0.2 MILE
 KU1636'SOUTH OF THE JUNCTION OF HUDSON AVENUE, ON TOP AND AT THE NORTH
 KU1636'END OF THE WEST HEADWALL OF A 36-INCH IRON PIPE CULVERT UNDER THE
 KU1636'HIGHWAY, 29.1 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 KU1636'2.0 FEET SOUTH OF THE NORTH END OF THE HEADWALL AND 1-FOOT ABOVE
 KU1636'THE LEVEL OF THE HIGHWAY.
 KU1636
 KU1636                          STATION RECOVERY (2006)
 KU1636
 KU1636'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KU1636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1638 ***********************************************************************
 KU1638  DESIGNATION -  RV 1456
 KU1638  PID         -  KU1638
 KU1638  STATE/COUNTY-  NJ/BERGEN
 KU1638  USGS QUAD   -  YONKERS (1979)
 KU1638
 KU1638                         *CURRENT SURVEY CONTROL
 KU1638  ___________________________________________________________________
 KU1638* NAD 83(1986)-  40 53 29.     (N)    073 56 36.     (W)     SCALED    
 KU1638* NAVD 88     -       109.048  (meters)     357.77   (feet)  ADJUSTED  
 KU1638  ___________________________________________________________________
 KU1638  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 KU1638  DYNAMIC HT  -         109.008 (meters)     357.64  (feet)  COMP
 KU1638  MODELED GRAV-     980,260.1   (mgal)                       NAVD 88
 KU1638
 KU1638  VERT ORDER  -  SECOND    CLASS 0
 KU1638
 KU1638.The horizontal coordinates were scaled from a topographic map and have
 KU1638.an estimated accuracy of +/- 6 seconds.
 KU1638
 KU1638.The orthometric height was determined by differential leveling
 KU1638.and adjusted by the National Geodetic Survey in June 1991..
 KU1638
 KU1638.The geoid height was determined by GEOID03.
 KU1638
 KU1638.The dynamic height is computed by dividing the NAVD 88
 KU1638.geopotential number by the normal gravity value computed on the
 KU1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1638.degrees latitude (g = 980.6199 gals.).
 KU1638
 KU1638.The modeled gravity was interpolated from observed gravity values.
 KU1638
 KU1638;                    North         East    Units  Estimated Accuracy
 KU1638;SPC NJ       -   228,640.      196,910.      MT  (+/- 180 meters Scaled)
 KU1638
 KU1638                          SUPERSEDED SURVEY CONTROL
 KU1638
 KU1638  NGVD 29 (??/??/92)  109.357  (m)          358.78   (f) ADJ UNCH    2 0
 KU1638
 KU1638.Superseded values are not recommended for survey control.
 KU1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1638.See file dsdata.txt to determine how the superseded data were derived.
 KU1638
 KU1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL890272(NAD 83)
 KU1638_MARKER: R = RIVET
 KU1638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1638_SP_SET: CULVERT
 KU1638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1638
 KU1638  HISTORY     - Date     Condition        Report By
 KU1638  HISTORY     - UNK      MONUMENTED       NJGS
 KU1638  HISTORY     - 1956     GOOD             NGS
 KU1638
 KU1638                          STATION DESCRIPTION
 KU1638
 KU1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1638'0.9 MI N FROM ENGLEWOOD CLIFFS.
 KU1638'0.9 MILE NORTH ALONG U.S. HIGHWAY 9W FROM THE ENGLEWOOD CLIFFS
 KU1638'MUNICIPAL BUILDING, 3.5 MILES SOUTHEAST OF ALPINE, ABOUT 150
 KU1638'YARDS NORTH OF THE RUSTIC CABIN INN AND AN ESSO SERVICE STATION,
 KU1638'ON TOP OF THE WEST HEADWALL OF A 36-INCH IRON PIPE CULVERT UNDER
 KU1638'THE HIGHWAY, DIRECTLY ACROSS THE HIGHWAY FROM POWER LINE POLE
 KU1638'NO. 60116, 33 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.6
 KU1638'FEET NORTH OF THE SOUTH END OF THE HEADWALL AND ABOUT LEVEL WITH
 KU1638'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0133 ***********************************************************************
 KV0133  DESIGNATION -  RV 15
 KV0133  PID         -  KV0133
 KV0133  STATE/COUNTY-  NJ/BERGEN
 KV0133  USGS QUAD   -  WEEHAWKEN (1995)
 KV0133
 KV0133                         *CURRENT SURVEY CONTROL
 KV0133  ___________________________________________________________________
 KV0133* NAD 83(1986)-  40 50 35.     (N)    074 05 16.     (W)     SCALED    
 KV0133* NAVD 88     -        58.311  (meters)     191.31   (feet)  ADJUSTED  
 KV0133  ___________________________________________________________________
 KV0133  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KV0133  DYNAMIC HT  -          58.288 (meters)     191.23  (feet)  COMP
 KV0133  MODELED GRAV-     980,233.1   (mgal)                       NAVD 88
 KV0133
 KV0133  VERT ORDER  -  FIRST     CLASS II
 KV0133
 KV0133.The horizontal coordinates were scaled from a topographic map and have
 KV0133.an estimated accuracy of +/- 6 seconds.
 KV0133
 KV0133.The orthometric height was determined by differential leveling
 KV0133.and adjusted by the National Geodetic Survey in June 1991..
 KV0133
 KV0133.The geoid height was determined by GEOID03.
 KV0133
 KV0133.The dynamic height is computed by dividing the NAVD 88
 KV0133.geopotential number by the normal gravity value computed on the
 KV0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0133.degrees latitude (g = 980.6199 gals.).
 KV0133
 KV0133.The modeled gravity was interpolated from observed gravity values.
 KV0133
 KV0133;                    North         East    Units  Estimated Accuracy
 KV0133;SPC NJ       -   223,200.      184,760.      MT  (+/- 180 meters Scaled)
 KV0133
 KV0133                          SUPERSEDED SURVEY CONTROL
 KV0133
 KV0133  NGVD 29 (??/??/??)   58.620  (m)          192.32   (f) ADJUSTED    1 2
 KV0133
 KV0133.Superseded values are not recommended for survey control.
 KV0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0133.See file dsdata.txt to determine how the superseded data were derived.
 KV0133
 KV0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL769217(NAD 83)
 KV0133_MARKER: R = RIVET
 KV0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0133_SP_SET: CURB
 KV0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0133
 KV0133  HISTORY     - Date     Condition        Report By
 KV0133  HISTORY     - 1933     MONUMENTED       CGS
 KV0133  HISTORY     - 1934     GOOD             CGS
 KV0133  HISTORY     - 20060413 MARK NOT FOUND   GEOCAC
 KV0133
 KV0133                          STATION DESCRIPTION
 KV0133
 KV0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0133'AT WOODRIDGE.
 KV0133'AT WOODRIDGE, BERGEN COUNTY, AT THE INTERSECTION OF HACKENSACK
 KV0133'AND CENTRE STREETS, 400 FEET WEST OF WOODRIDGE SCHOOL 1, 25
 KV0133'FEET WEST OF THE CENTERLINE OF CENTRE STREET, 18 FEET NORTH OF
 KV0133'THE CENTERLINE OF HACKENSACK STREET, AND IN THE TOP OF THE
 KV0133'CONCRETE CURB.  A STANDARD MONEL-METAL RIVET.
 KV0133
 KV0133                          STATION RECOVERY (2006)
 KV0133
 KV0133'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0133'THE CURB WAS REPLACED, AND MADE HANDICAPPED ACCESSIBLE.  THE RIVET HAS
 KV0133'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0434 ***********************************************************************
 LY0434  DESIGNATION -  RV 1533
 LY0434  PID         -  LY0434
 LY0434  STATE/COUNTY-  NJ/PASSAIC
 LY0434  USGS QUAD   -  WANAQUE (1971)
 LY0434
 LY0434                         *CURRENT SURVEY CONTROL
 LY0434  ___________________________________________________________________
 LY0434* NAD 83(1986)-  41 00 19.     (N)    074 17 47.     (W)     SCALED    
 LY0434* NAVD 88     -        63.523  (meters)     208.41   (feet)  ADJUSTED  
 LY0434  ___________________________________________________________________
 LY0434  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 LY0434  DYNAMIC HT  -          63.497 (meters)     208.32  (feet)  COMP
 LY0434  MODELED GRAV-     980,214.0   (mgal)                       NAVD 88
 LY0434
 LY0434  VERT ORDER  -  SECOND    CLASS 0
 LY0434
 LY0434.The horizontal coordinates were scaled from a topographic map and have
 LY0434.an estimated accuracy of +/- 6 seconds.
 LY0434
 LY0434.The orthometric height was determined by differential leveling
 LY0434.and adjusted by the National Geodetic Survey in June 1991..
 LY0434
 LY0434.The geoid height was determined by GEOID03.
 LY0434
 LY0434.The dynamic height is computed by dividing the NAVD 88
 LY0434.geopotential number by the normal gravity value computed on the
 LY0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0434.degrees latitude (g = 980.6199 gals.).
 LY0434
 LY0434.The modeled gravity was interpolated from observed gravity values.
 LY0434
 LY0434;                    North         East    Units  Estimated Accuracy
 LY0434;SPC NJ       -   241,150.      167,130.      MT  (+/- 180 meters Scaled)
 LY0434
 LY0434                          SUPERSEDED SURVEY CONTROL
 LY0434
 LY0434  NGVD 29 (??/??/92)   63.768  (m)          209.21   (f) ADJ UNCH    2 0
 LY0434
 LY0434.Superseded values are not recommended for survey control.
 LY0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0434.See file dsdata.txt to determine how the superseded data were derived.
 LY0434
 LY0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL591395(NAD 83)
 LY0434_MARKER: R = RIVET
 LY0434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0434_SP_SET: BRIDGE
 LY0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0434
 LY0434  HISTORY     - Date     Condition        Report By
 LY0434  HISTORY     - UNK      MONUMENTED       NJGS
 LY0434  HISTORY     - 1942     GOOD             NGS
 LY0434
 LY0434                          STATION DESCRIPTION
 LY0434
 LY0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0434'AT POMPTON LAKES.
 LY0434'AT POMPTON LAKES, PASSAIC COUNTY, AT THE INTERSECTION OF RINGWOOD
 LY0434'AVENUE AND BROAD STREET, AT A CONCRETE BRIDGE OVER POST BROOK,
 LY0434'IN THE TOP OF THE GUARD WALL, 25 FEET WEST OF THE CENTERLINE OF
 LY0434'RINGWOOD AVENUE, AND ON THE SOUTH EDGE OF BROAD STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0438 ***********************************************************************
 LY0438  DESIGNATION -  RV 1535
 LY0438  PID         -  LY0438
 LY0438  STATE/COUNTY-  NJ/PASSAIC
 LY0438  USGS QUAD   -  WANAQUE (1971)
 LY0438
 LY0438                         *CURRENT SURVEY CONTROL
 LY0438  ___________________________________________________________________
 LY0438* NAD 83(1986)-  41 01 06.     (N)    074 17 48.     (W)     SCALED    
 LY0438* NAVD 88     -        68.034  (meters)     223.21   (feet)  ADJUSTED  
 LY0438  ___________________________________________________________________
 LY0438  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LY0438  DYNAMIC HT  -          68.006 (meters)     223.12  (feet)  COMP
 LY0438  MODELED GRAV-     980,217.4   (mgal)                       NAVD 88
 LY0438
 LY0438  VERT ORDER  -  SECOND    CLASS 0
 LY0438
 LY0438.The horizontal coordinates were scaled from a topographic map and have
 LY0438.an estimated accuracy of +/- 6 seconds.
 LY0438
 LY0438.The orthometric height was determined by differential leveling
 LY0438.and adjusted by the National Geodetic Survey in June 1991..
 LY0438
 LY0438.The geoid height was determined by GEOID03.
 LY0438
 LY0438.The dynamic height is computed by dividing the NAVD 88
 LY0438.geopotential number by the normal gravity value computed on the
 LY0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0438.degrees latitude (g = 980.6199 gals.).
 LY0438
 LY0438.The modeled gravity was interpolated from observed gravity values.
 LY0438
 LY0438;                    North         East    Units  Estimated Accuracy
 LY0438;SPC NJ       -   242,600.      167,100.      MT  (+/- 180 meters Scaled)
 LY0438
 LY0438                          SUPERSEDED SURVEY CONTROL
 LY0438
 LY0438  NGVD 29 (??/??/92)   68.278  (m)          224.01   (f) ADJ UNCH    2 0
 LY0438
 LY0438.Superseded values are not recommended for survey control.
 LY0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0438.See file dsdata.txt to determine how the superseded data were derived.
 LY0438
 LY0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL591410(NAD 83)
 LY0438_MARKER: R = RIVET
 LY0438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0438_SP_SET: CURB
 LY0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0438
 LY0438  HISTORY     - Date     Condition        Report By
 LY0438  HISTORY     - UNK      MONUMENTED       NJGS
 LY0438  HISTORY     - 1942     GOOD             NGS
 LY0438
 LY0438                          STATION DESCRIPTION
 LY0438
 LY0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0438'0.8 MI S FROM HASKELL.
 LY0438'0.8 MILE SOUTH ALONG RINGWOOD AVENUE FROM THE POST OFFICE AT
 LY0438'HASKELL, PASSAIC COUNTY, 275 FEET NORTH OF THE INTERSECTION OF
 LY0438'UNION AVENUE, 41.2 FEET EAST OF THE SOUTHEAST CORNER OF AN
 LY0438'ATLANTIC SERVICE STATION, 15 FEET WEST OF THE CENTERLINE OF
 LY0438'RINGWOOD AVENUE, AND IN THE TOP OF THE CURBING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0439 ***********************************************************************
 LY0439  DESIGNATION -  RV 1536
 LY0439  PID         -  LY0439
 LY0439  STATE/COUNTY-  NJ/PASSAIC
 LY0439  USGS QUAD   -  WANAQUE (1971)
 LY0439
 LY0439                         *CURRENT SURVEY CONTROL
 LY0439  ___________________________________________________________________
 LY0439* NAD 83(1986)-  41 01 16.     (N)    074 17 47.     (W)     SCALED    
 LY0439* NAVD 88     -        67.955  (meters)     222.95   (feet)  ADJUSTED  
 LY0439  ___________________________________________________________________
 LY0439  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LY0439  DYNAMIC HT  -          67.927 (meters)     222.86  (feet)  COMP
 LY0439  MODELED GRAV-     980,216.9   (mgal)                       NAVD 88
 LY0439
 LY0439  VERT ORDER  -  SECOND    CLASS 0
 LY0439
 LY0439.The horizontal coordinates were scaled from a topographic map and have
 LY0439.an estimated accuracy of +/- 6 seconds.
 LY0439
 LY0439.The orthometric height was determined by differential leveling
 LY0439.and adjusted by the National Geodetic Survey in June 1991..
 LY0439
 LY0439.The geoid height was determined by GEOID03.
 LY0439
 LY0439.The dynamic height is computed by dividing the NAVD 88
 LY0439.geopotential number by the normal gravity value computed on the
 LY0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0439.degrees latitude (g = 980.6199 gals.).
 LY0439
 LY0439.The modeled gravity was interpolated from observed gravity values.
 LY0439
 LY0439;                    North         East    Units  Estimated Accuracy
 LY0439;SPC NJ       -   242,910.      167,120.      MT  (+/- 180 meters Scaled)
 LY0439
 LY0439                          SUPERSEDED SURVEY CONTROL
 LY0439
 LY0439  NGVD 29 (??/??/92)   68.200  (m)          223.75   (f) ADJ UNCH    2 0
 LY0439
 LY0439.Superseded values are not recommended for survey control.
 LY0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0439.See file dsdata.txt to determine how the superseded data were derived.
 LY0439
 LY0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL591413(NAD 83)
 LY0439_MARKER: R = RIVET
 LY0439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0439_SP_SET: CURB
 LY0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0439
 LY0439  HISTORY     - Date     Condition        Report By
 LY0439  HISTORY     - UNK      MONUMENTED       NJGS
 LY0439  HISTORY     - 1942     GOOD             NGS
 LY0439
 LY0439                          STATION DESCRIPTION
 LY0439
 LY0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0439'AT HASKELL.
 LY0439'AT HASKELL, PASSAIC COUNTY, 0.6 MILE SOUTH ALONG RINGWOOD AVENUE
 LY0439'FROM THE POST OFFICE, IN FRONT OF THE BUILDING AT 1284 RINGWOOD
 LY0439'AVENUE, 40.2 FEET WEST OF THE WEST CORNER OF THE BUILDING, 15.5
 LY0439'FEET EAST OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF
 LY0439'THE CONCRETE CURBING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0440 ***********************************************************************
 LY0440  DESIGNATION -  RV 1537
 LY0440  PID         -  LY0440
 LY0440  STATE/COUNTY-  NJ/PASSAIC
 LY0440  USGS QUAD   -  WANAQUE (1971)
 LY0440
 LY0440                         *CURRENT SURVEY CONTROL
 LY0440  ___________________________________________________________________
 LY0440* NAD 83(1986)-  41 01 27.     (N)    074 17 48.     (W)     SCALED    
 LY0440* NAVD 88     -        67.175  (meters)     220.39   (feet)  ADJUSTED  
 LY0440  ___________________________________________________________________
 LY0440  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LY0440  DYNAMIC HT  -          67.148 (meters)     220.30  (feet)  COMP
 LY0440  MODELED GRAV-     980,216.1   (mgal)                       NAVD 88
 LY0440
 LY0440  VERT ORDER  -  SECOND    CLASS 0
 LY0440
 LY0440.The horizontal coordinates were scaled from a topographic map and have
 LY0440.an estimated accuracy of +/- 6 seconds.
 LY0440
 LY0440.The orthometric height was determined by differential leveling
 LY0440.and adjusted by the National Geodetic Survey in June 1991..
 LY0440
 LY0440.The geoid height was determined by GEOID03.
 LY0440
 LY0440.The dynamic height is computed by dividing the NAVD 88
 LY0440.geopotential number by the normal gravity value computed on the
 LY0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0440.degrees latitude (g = 980.6199 gals.).
 LY0440
 LY0440.The modeled gravity was interpolated from observed gravity values.
 LY0440
 LY0440;                    North         East    Units  Estimated Accuracy
 LY0440;SPC NJ       -   243,250.      167,100.      MT  (+/- 180 meters Scaled)
 LY0440
 LY0440                          SUPERSEDED SURVEY CONTROL
 LY0440
 LY0440  NGVD 29 (??/??/92)   67.420  (m)          221.19   (f) ADJ UNCH    2 0
 LY0440
 LY0440.Superseded values are not recommended for survey control.
 LY0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0440.See file dsdata.txt to determine how the superseded data were derived.
 LY0440
 LY0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL591416(NAD 83)
 LY0440_MARKER: R = RIVET
 LY0440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0440_SP_SET: CURB
 LY0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0440
 LY0440  HISTORY     - Date     Condition        Report By
 LY0440  HISTORY     - UNK      MONUMENTED       NJGS
 LY0440  HISTORY     - 1942     GOOD             NGS
 LY0440
 LY0440                          STATION DESCRIPTION
 LY0440
 LY0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0440'AT HASKELL.
 LY0440'AT HASKELL, PASSAIC COUNTY, 0.4 MILE SOUTH ALONG RINGWOOD AVENUE
 LY0440'FROM THE POST OFFICE, 78 FEET NORTH OF THE INTERSECTION OF
 LY0440'WHISTLER PLACE, 38.3 FEET SOUTH OF A FIRE HYDRANT, 15 FEET WEST
 LY0440'OF THE CENTERLINE OF RINGWOOD AVENUE, AND IN THE TOP OF THE
 LY0440'CONCRETE CURBING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0443 ***********************************************************************
 LY0443  DESIGNATION -  RV 1539
 LY0443  PID         -  LY0443
 LY0443  STATE/COUNTY-  NJ/PASSAIC
 LY0443  USGS QUAD   -  WANAQUE (1971)
 LY0443
 LY0443                         *CURRENT SURVEY CONTROL
 LY0443  ___________________________________________________________________
 LY0443* NAD 83(1986)-  41 02 22.     (N)    074 17 35.     (W)     SCALED    
 LY0443* NAVD 88     -        71.919  (meters)     235.95   (feet)  ADJUSTED  
 LY0443  ___________________________________________________________________
 LY0443  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 LY0443  DYNAMIC HT  -          71.890 (meters)     235.86  (feet)  COMP
 LY0443  MODELED GRAV-     980,213.5   (mgal)                       NAVD 88
 LY0443
 LY0443  VERT ORDER  -  SECOND    CLASS 0
 LY0443
 LY0443.The horizontal coordinates were scaled from a topographic map and have
 LY0443.an estimated accuracy of +/- 6 seconds.
 LY0443
 LY0443.The orthometric height was determined by differential leveling
 LY0443.and adjusted by the National Geodetic Survey in June 1991..
 LY0443
 LY0443.The geoid height was determined by GEOID03.
 LY0443
 LY0443.The dynamic height is computed by dividing the NAVD 88
 LY0443.geopotential number by the normal gravity value computed on the
 LY0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0443.degrees latitude (g = 980.6199 gals.).
 LY0443
 LY0443.The modeled gravity was interpolated from observed gravity values.
 LY0443
 LY0443;                    North         East    Units  Estimated Accuracy
 LY0443;SPC NJ       -   244,950.      167,400.      MT  (+/- 180 meters Scaled)
 LY0443
 LY0443                          SUPERSEDED SURVEY CONTROL
 LY0443
 LY0443  NGVD 29 (??/??/92)   72.162  (m)          236.75   (f) ADJ UNCH    2 0
 LY0443
 LY0443.Superseded values are not recommended for survey control.
 LY0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0443.See file dsdata.txt to determine how the superseded data were derived.
 LY0443
 LY0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL594433(NAD 83)
 LY0443_MARKER: R = RIVET
 LY0443_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LY0443_SP_SET: CURB
 LY0443_MARK LOGO: NONE  
 LY0443_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0443+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1994
 LY0443
 LY0443  HISTORY     - Date     Condition        Report By
 LY0443  HISTORY     - UNK      MONUMENTED       NJGS
 LY0443  HISTORY     - 1942     GOOD             NGS
 LY0443  HISTORY     - 19940603 GOOD             NJGS
 LY0443  HISTORY     - 20030121 MARK NOT FOUND   MAP
 LY0443
 LY0443                          STATION DESCRIPTION
 LY0443
 LY0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0443'AT HASKELL.
 LY0443'AT HASKELL, PASSAIC COUNTY, 0.8 MILE NORTH ALONG RINGWOOD AVENUE
 LY0443'FROM THE POST OFFICE, 37 FEET SOUTHWEST OF POWER-TRANSMISSION
 LY0443'LINE POLE WNE, AND IN THE TOP OF THE SOUTHEAST CURBING.
 LY0443
 LY0443                          STATION RECOVERY (1994)
 LY0443
 LY0443'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 LY0443'RECOVERED AS DESCRIBED.  THE STATION IS SET IN THE TOP OF THE
 LY0443'SOUTHEAST CURB IN FRONT OF HOUSE NUMBER 832.
 LY0443
 LY0443                          STATION RECOVERY (2003)
 LY0443
 LY0443'RECOVERY NOTE BY MAPCO 2003 (MJP)
 LY0443'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0444 ***********************************************************************
 LY0444  DESIGNATION -  RV 1541
 LY0444  PID         -  LY0444
 LY0444  STATE/COUNTY-  NJ/PASSAIC
 LY0444  USGS QUAD   -  WANAQUE (1971)
 LY0444
 LY0444                         *CURRENT SURVEY CONTROL
 LY0444  ___________________________________________________________________
 LY0444* NAD 83(1986)-  41 02 37.     (N)    074 17 32.     (W)     SCALED    
 LY0444* NAVD 88     -        69.608  (meters)     228.37   (feet)  ADJUSTED  
 LY0444  ___________________________________________________________________
 LY0444  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 LY0444  DYNAMIC HT  -          69.580 (meters)     228.28  (feet)  COMP
 LY0444  MODELED GRAV-     980,213.1   (mgal)                       NAVD 88
 LY0444
 LY0444  VERT ORDER  -  SECOND    CLASS 0
 LY0444
 LY0444.The horizontal coordinates were scaled from a topographic map and have
 LY0444.an estimated accuracy of +/- 6 seconds.
 LY0444
 LY0444.The orthometric height was determined by differential leveling
 LY0444.and adjusted by the National Geodetic Survey in June 1991..
 LY0444
 LY0444.The geoid height was determined by GEOID03.
 LY0444
 LY0444.The dynamic height is computed by dividing the NAVD 88
 LY0444.geopotential number by the normal gravity value computed on the
 LY0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0444.degrees latitude (g = 980.6199 gals.).
 LY0444
 LY0444.The modeled gravity was interpolated from observed gravity values.
 LY0444
 LY0444;                    North         East    Units  Estimated Accuracy
 LY0444;SPC NJ       -   245,410.      167,470.      MT  (+/- 180 meters Scaled)
 LY0444
 LY0444                          SUPERSEDED SURVEY CONTROL
 LY0444
 LY0444  NGVD 29 (??/??/92)   69.851  (m)          229.17   (f) ADJ UNCH    2 0
 LY0444
 LY0444.Superseded values are not recommended for survey control.
 LY0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0444.See file dsdata.txt to determine how the superseded data were derived.
 LY0444
 LY0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL594438(NAD 83)
 LY0444_MARKER: R = RIVET
 LY0444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0444_SP_SET: BRIDGE BALUSTRADE
 LY0444_MARK LOGO: NONE  
 LY0444_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0444+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1994
 LY0444
 LY0444  HISTORY     - Date     Condition        Report By
 LY0444  HISTORY     - UNK      MONUMENTED       NJGS
 LY0444  HISTORY     - 1942     GOOD             NGS
 LY0444  HISTORY     - 19940603 GOOD             NJGS
 LY0444  HISTORY     - 20030121 MARK NOT FOUND   MAP
 LY0444
 LY0444                          STATION DESCRIPTION
 LY0444
 LY0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0444'0.6 MI S FROM WANAQUE.
 LY0444'0.6 MILE SOUTH ALONG RINGWOOD AVENUE FROM THE POST OFFICE AT
 LY0444'WANAQUE, PASSAIC COUNTY, AT A CONCRETE BRIDGE, AND IN THE TOP
 LY0444'OF THE SOUTHEAST END OF THE SOUTHWEST GUARD RAIL.
 LY0444
 LY0444                          STATION RECOVERY (1994)
 LY0444
 LY0444'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 LY0444'RECOVERED AS DESCRIBED.  THE STATION IS SET IN THE TOP OF THE
 LY0444'SOUTHEAST END OF THE SOUTHWEST CONCRETE BRIDGE BALUSTRADE OF PASSAIC
 LY0444'COUNTY BRIDGE NUMBER 46.
 LY0444
 LY0444                          STATION RECOVERY (2003)
 LY0444
 LY0444'RECOVERY NOTE BY MAPCO 2003 (MJP)
 LY0444'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0446 ***********************************************************************
 LY0446  DESIGNATION -  RV 1542
 LY0446  PID         -  LY0446
 LY0446  STATE/COUNTY-  NJ/PASSAIC
 LY0446  USGS QUAD   -  WANAQUE (1971)
 LY0446
 LY0446                         *CURRENT SURVEY CONTROL
 LY0446  ___________________________________________________________________
 LY0446* NAD 83(1986)-  41 02 55.     (N)    074 17 23.     (W)     SCALED    
 LY0446* NAVD 88     -        73.398  (meters)     240.81   (feet)  ADJUSTED  
 LY0446  ___________________________________________________________________
 LY0446  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 LY0446  DYNAMIC HT  -          73.368 (meters)     240.71  (feet)  COMP
 LY0446  MODELED GRAV-     980,213.1   (mgal)                       NAVD 88
 LY0446
 LY0446  VERT ORDER  -  SECOND    CLASS 0
 LY0446
 LY0446.The horizontal coordinates were scaled from a topographic map and have
 LY0446.an estimated accuracy of +/- 6 seconds.
 LY0446
 LY0446.The orthometric height was determined by differential leveling
 LY0446.and adjusted by the National Geodetic Survey in June 1991..
 LY0446
 LY0446.The geoid height was determined by GEOID03.
 LY0446
 LY0446.The dynamic height is computed by dividing the NAVD 88
 LY0446.geopotential number by the normal gravity value computed on the
 LY0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0446.degrees latitude (g = 980.6199 gals.).
 LY0446
 LY0446.The modeled gravity was interpolated from observed gravity values.
 LY0446
 LY0446;                    North         East    Units  Estimated Accuracy
 LY0446;SPC NJ       -   245,970.      167,680.      MT  (+/- 180 meters Scaled)
 LY0446
 LY0446                          SUPERSEDED SURVEY CONTROL
 LY0446
 LY0446  NGVD 29 (??/??/92)   73.641  (m)          241.60   (f) ADJ UNCH    2 0
 LY0446
 LY0446.Superseded values are not recommended for survey control.
 LY0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0446.See file dsdata.txt to determine how the superseded data were derived.
 LY0446
 LY0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL596443(NAD 83)
 LY0446_MARKER: R = RIVET
 LY0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0446_SP_SET: SIDEWALK
 LY0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0446
 LY0446  HISTORY     - Date     Condition        Report By
 LY0446  HISTORY     - UNK      MONUMENTED       NJGS
 LY0446  HISTORY     - 1942     GOOD             NGS
 LY0446  HISTORY     - 20060423 POOR             GEOCAC
 LY0446
 LY0446                          STATION DESCRIPTION
 LY0446
 LY0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0446'AT WANAQUE.
 LY0446'AT WANAQUE, PASSAIC COUNTY, 0.2 MILE SOUTH ALONG RINGWOOD AVENUE
 LY0446'FROM THE POST OFFICE, 90 FEET SOUTH OF THE INTERSECTION OF
 LY0446'RAILROAD AVENUE, 15 FEET NORTH OF POWER-TRANSMISSION LINE POLE
 LY0446'34114 WNE, AND IN THE TOP OF THE WEST SIDEWALK.
 LY0446
 LY0446                          STATION RECOVERY (2006)
 LY0446
 LY0446'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0446'FOUND AS DESCRIBED.  IN SIDEWALK IN FRONT OF 621 RINGWOOD AVENUE,
 LY0446'WANAQUE, NJ.  SIDEWALK IS CRACKED AND SETTLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0451 ***********************************************************************
 LY0451  DESIGNATION -  RV 1547
 LY0451  PID         -  LY0451
 LY0451  STATE/COUNTY-  NJ/PASSAIC
 LY0451  USGS QUAD   -  WANAQUE (1971)
 LY0451
 LY0451                         *CURRENT SURVEY CONTROL
 LY0451  ___________________________________________________________________
 LY0451* NAD 83(1986)-  41 04 50.     (N)    074 16 36.     (W)     SCALED    
 LY0451* NAVD 88     -       103.234  (meters)     338.69   (feet)  ADJUSTED  
 LY0451  ___________________________________________________________________
 LY0451  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 LY0451  DYNAMIC HT  -         103.192 (meters)     338.56  (feet)  COMP
 LY0451  MODELED GRAV-     980,214.4   (mgal)                       NAVD 88
 LY0451
 LY0451  VERT ORDER  -  SECOND    CLASS 0
 LY0451
 LY0451.The horizontal coordinates were scaled from a topographic map and have
 LY0451.an estimated accuracy of +/- 6 seconds.
 LY0451
 LY0451.The orthometric height was determined by differential leveling
 LY0451.and adjusted by the National Geodetic Survey in June 1991..
 LY0451
 LY0451.The geoid height was determined by GEOID03.
 LY0451
 LY0451.The dynamic height is computed by dividing the NAVD 88
 LY0451.geopotential number by the normal gravity value computed on the
 LY0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0451.degrees latitude (g = 980.6199 gals.).
 LY0451
 LY0451.The modeled gravity was interpolated from observed gravity values.
 LY0451
 LY0451;                    North         East    Units  Estimated Accuracy
 LY0451;SPC NJ       -   249,520.      168,770.      MT  (+/- 180 meters Scaled)
 LY0451
 LY0451                          SUPERSEDED SURVEY CONTROL
 LY0451
 LY0451  NGVD 29 (??/??/92)  103.473  (m)          339.48   (f) ADJ UNCH    2 0
 LY0451
 LY0451.Superseded values are not recommended for survey control.
 LY0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0451.See file dsdata.txt to determine how the superseded data were derived.
 LY0451
 LY0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL607479(NAD 83)
 LY0451_MARKER: R = RIVET
 LY0451_SETTING: 80 = SET IN A BOULDER
 LY0451_SP_SET: BOULDER
 LY0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0451+STABILITY: SURFACE MOTION
 LY0451
 LY0451  HISTORY     - Date     Condition        Report By
 LY0451  HISTORY     - UNK      MONUMENTED       NJGS
 LY0451  HISTORY     - 1942     GOOD             NGS
 LY0451
 LY0451                          STATION DESCRIPTION
 LY0451
 LY0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0451'2.2 MI N FROM WANAQUE.
 LY0451'2.2 MILES NORTH ALONG STATE HIGHWAY 532 FROM THE POST OFFICE AT
 LY0451'WANAQUE, PASSAIC COUNTY, HALF WAY BETWEEN POLES 323 AND 324, 40
 LY0451'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF
 LY0451'A LARGE PARTLY-BURIED BOULDER, AND ABOUT 6 FEET HIGHER THAN THE
 LY0451'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0453 ***********************************************************************
 LY0453  DESIGNATION -  RV 1548
 LY0453  PID         -  LY0453
 LY0453  STATE/COUNTY-  NJ/PASSAIC
 LY0453  USGS QUAD   -  WANAQUE (1971)
 LY0453
 LY0453                         *CURRENT SURVEY CONTROL
 LY0453  ___________________________________________________________________
 LY0453* NAD 83(1986)-  41 05 26.     (N)    074 16 16.     (W)     SCALED    
 LY0453* NAVD 88     -        94.749  (meters)     310.86   (feet)  ADJUSTED  
 LY0453  ___________________________________________________________________
 LY0453  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 LY0453  DYNAMIC HT  -          94.710 (meters)     310.73  (feet)  COMP
 LY0453  MODELED GRAV-     980,215.4   (mgal)                       NAVD 88
 LY0453
 LY0453  VERT ORDER  -  SECOND    CLASS 0
 LY0453
 LY0453.The horizontal coordinates were scaled from a topographic map and have
 LY0453.an estimated accuracy of +/- 6 seconds.
 LY0453
 LY0453.The orthometric height was determined by differential leveling
 LY0453.and adjusted by the National Geodetic Survey in June 1991..
 LY0453
 LY0453.The geoid height was determined by GEOID03.
 LY0453
 LY0453.The dynamic height is computed by dividing the NAVD 88
 LY0453.geopotential number by the normal gravity value computed on the
 LY0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0453.degrees latitude (g = 980.6199 gals.).
 LY0453
 LY0453.The modeled gravity was interpolated from observed gravity values.
 LY0453
 LY0453;                    North         East    Units  Estimated Accuracy
 LY0453;SPC NJ       -   250,630.      169,230.      MT  (+/- 180 meters Scaled)
 LY0453
 LY0453                          SUPERSEDED SURVEY CONTROL
 LY0453
 LY0453  NGVD 29 (??/??/92)   94.989  (m)          311.64   (f) ADJ UNCH    2 0
 LY0453
 LY0453.Superseded values are not recommended for survey control.
 LY0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0453.See file dsdata.txt to determine how the superseded data were derived.
 LY0453
 LY0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL612490(NAD 83)
 LY0453_MARKER: R = RIVET
 LY0453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0453_SP_SET: CULVERT
 LY0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0453+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2006
 LY0453
 LY0453  HISTORY     - Date     Condition        Report By
 LY0453  HISTORY     - UNK      MONUMENTED       NJGS
 LY0453  HISTORY     - 1942     GOOD             NGS
 LY0453  HISTORY     - 20060423 GOOD             GEOCAC
 LY0453
 LY0453                          STATION DESCRIPTION
 LY0453
 LY0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0453'3.2 MI N FROM WANAQUE.
 LY0453'3.2 MILES NORTH ALONG N.J. CIVIL HIGHWAY NO. 532 FROM THE POST
 LY0453'OFFICE AT WANAQUE, PASSAIC COUNTY, 800 FEET SOUTHWEST OF AN
 LY0453'ENTRANCE TO LAKE ERSKINE, AT A 30-INCH PIPE CULVERT, AND IN THE
 LY0453'TOP OF THE NORTHEAST END OF THE SOUTHEAST GUARD RAIL.
 LY0453
 LY0453                          STATION RECOVERY (2006)
 LY0453
 LY0453'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0453'FOUND AS DESCRIBED.  HIGHWAY 532 IS NOW GREENWOOD LAKE TURNPIKE,
 LY0453'PASSAIC COUNTY ROUTE 511.  ENTRANCE TO LAKE ERSKINE IS NOW SKYLINE
 LY0453'DRIVE.  RIVET IS IN NORTHEAST END OF SOUTHEAST HEADWALL TO PASSAIC
 LY0453'COUNTY BRIDGE 288.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0454 ***********************************************************************
 LY0454  DESIGNATION -  RV 1549
 LY0454  PID         -  LY0454
 LY0454  STATE/COUNTY-  NJ/PASSAIC
 LY0454  USGS QUAD   -  WANAQUE (1971)
 LY0454
 LY0454                         *CURRENT SURVEY CONTROL
 LY0454  ___________________________________________________________________
 LY0454* NAD 83(1986)-  41 05 29.     (N)    074 16 06.     (W)     SCALED    
 LY0454* NAVD 88     -        96.076  (meters)     315.21   (feet)  ADJUSTED  
 LY0454  ___________________________________________________________________
 LY0454  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 LY0454  DYNAMIC HT  -          96.037 (meters)     315.08  (feet)  COMP
 LY0454  MODELED GRAV-     980,215.9   (mgal)                       NAVD 88
 LY0454
 LY0454  VERT ORDER  -  SECOND    CLASS 0
 LY0454
 LY0454.The horizontal coordinates were scaled from a topographic map and have
 LY0454.an estimated accuracy of +/- 6 seconds.
 LY0454
 LY0454.The orthometric height was determined by differential leveling
 LY0454.and adjusted by the National Geodetic Survey in June 1991..
 LY0454
 LY0454.The geoid height was determined by GEOID03.
 LY0454
 LY0454.The dynamic height is computed by dividing the NAVD 88
 LY0454.geopotential number by the normal gravity value computed on the
 LY0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0454.degrees latitude (g = 980.6199 gals.).
 LY0454
 LY0454.The modeled gravity was interpolated from observed gravity values.
 LY0454
 LY0454;                    North         East    Units  Estimated Accuracy
 LY0454;SPC NJ       -   250,720.      169,460.      MT  (+/- 180 meters Scaled)
 LY0454
 LY0454                          SUPERSEDED SURVEY CONTROL
 LY0454
 LY0454  NGVD 29 (??/??/92)   96.316  (m)          316.00   (f) ADJ UNCH    2 0
 LY0454
 LY0454.Superseded values are not recommended for survey control.
 LY0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0454.See file dsdata.txt to determine how the superseded data were derived.
 LY0454
 LY0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL614491(NAD 83)
 LY0454_MARKER: R = RIVET
 LY0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0454_SP_SET: LIGHT POST BASE
 LY0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0454
 LY0454  HISTORY     - Date     Condition        Report By
 LY0454  HISTORY     - UNK      MONUMENTED       NJGS
 LY0454  HISTORY     - 1942     GOOD             NGS
 LY0454
 LY0454                          STATION DESCRIPTION
 LY0454
 LY0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0454'3.4 MI N FROM WANAQUE.
 LY0454'ABOUT 3.4 MILES NORTH ALONG STATE HIGHWAY 532 FROM THE POST
 LY0454'OFFICE AT WANAQUE, PASSAIC COUNTY, AT AN INTERSECTION OF AN
 LY0454'ENTRANCE TO LAKE ERSKINE, AT THE EASTERNMOST OF THREE ORNAMENTAL
 LY0454'LIGHT POSTS, IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 LY0454'BASE, AND 31 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A
 LY0454'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0455 ***********************************************************************
 LY0455  DESIGNATION -  RV 1550
 LY0455  PID         -  LY0455
 LY0455  STATE/COUNTY-  NJ/PASSAIC
 LY0455  USGS QUAD   -  WANAQUE (1971)
 LY0455
 LY0455                         *CURRENT SURVEY CONTROL
 LY0455  ___________________________________________________________________
 LY0455* NAD 83(1986)-  41 05 45.     (N)    074 15 58.     (W)     SCALED    
 LY0455* NAVD 88     -        99.465  (meters)     326.33   (feet)  ADJUSTED  
 LY0455  ___________________________________________________________________
 LY0455  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 LY0455  DYNAMIC HT  -          99.424 (meters)     326.19  (feet)  COMP
 LY0455  MODELED GRAV-     980,216.1   (mgal)                       NAVD 88
 LY0455
 LY0455  VERT ORDER  -  SECOND    CLASS 0
 LY0455
 LY0455.The horizontal coordinates were scaled from a topographic map and have
 LY0455.an estimated accuracy of +/- 6 seconds.
 LY0455
 LY0455.The orthometric height was determined by differential leveling
 LY0455.and adjusted by the National Geodetic Survey in June 1991..
 LY0455
 LY0455.The geoid height was determined by GEOID03.
 LY0455
 LY0455.The dynamic height is computed by dividing the NAVD 88
 LY0455.geopotential number by the normal gravity value computed on the
 LY0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0455.degrees latitude (g = 980.6199 gals.).
 LY0455
 LY0455.The modeled gravity was interpolated from observed gravity values.
 LY0455
 LY0455;                    North         East    Units  Estimated Accuracy
 LY0455;SPC NJ       -   251,220.      169,650.      MT  (+/- 180 meters Scaled)
 LY0455
 LY0455                          SUPERSEDED SURVEY CONTROL
 LY0455
 LY0455  NGVD 29 (??/??/92)   99.705  (m)          327.12   (f) ADJ UNCH    2 0
 LY0455
 LY0455.Superseded values are not recommended for survey control.
 LY0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0455.See file dsdata.txt to determine how the superseded data were derived.
 LY0455
 LY0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL616496(NAD 83)
 LY0455_MARKER: R = RIVET
 LY0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0455_SP_SET: CULVERT
 LY0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0455+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2006
 LY0455
 LY0455  HISTORY     - Date     Condition        Report By
 LY0455  HISTORY     - UNK      MONUMENTED       NJGS
 LY0455  HISTORY     - 1942     GOOD             NGS
 LY0455  HISTORY     - 20060423 GOOD             GEOCAC
 LY0455
 LY0455                          STATION DESCRIPTION
 LY0455
 LY0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0455'2.2 MI S FROM RINGWOOD.
 LY0455'ABOUT 2.2 MILES SOUTH ALONG A BLACK-TOP ROAD FROM THE POST OFFICE
 LY0455'AT RINGWOOD, PASSAIC COUNTY, THENCE ABOUT 1.2 MILES SOUTHEAST
 LY0455'ALONG STATE HIGHWAY 532, AT A 48-INCH PIPE CULVERT, AND IN THE
 LY0455'TOP OF THE NORTHEAST END OF THE SOUTHEAST HEAD WALL.  A
 LY0455'MONEL-METAL RIVET.
 LY0455
 LY0455                          STATION RECOVERY (2006)
 LY0455
 LY0455'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0457 ***********************************************************************
 LY0457  DESIGNATION -  RV 1551
 LY0457  PID         -  LY0457
 LY0457  STATE/COUNTY-  NJ/PASSAIC
 LY0457  USGS QUAD   -  WANAQUE (1971)
 LY0457
 LY0457                         *CURRENT SURVEY CONTROL
 LY0457  ___________________________________________________________________
 LY0457* NAD 83(1986)-  41 06 02.     (N)    074 15 50.     (W)     SCALED    
 LY0457* NAVD 88     -        94.701  (meters)     310.70   (feet)  ADJUSTED  
 LY0457  ___________________________________________________________________
 LY0457  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 LY0457  DYNAMIC HT  -          94.663 (meters)     310.57  (feet)  COMP
 LY0457  MODELED GRAV-     980,216.2   (mgal)                       NAVD 88
 LY0457
 LY0457  VERT ORDER  -  SECOND    CLASS 0
 LY0457
 LY0457.The horizontal coordinates were scaled from a topographic map and have
 LY0457.an estimated accuracy of +/- 6 seconds.
 LY0457
 LY0457.The orthometric height was determined by differential leveling
 LY0457.and adjusted by the National Geodetic Survey in June 1991..
 LY0457
 LY0457.The geoid height was determined by GEOID03.
 LY0457
 LY0457.The dynamic height is computed by dividing the NAVD 88
 LY0457.geopotential number by the normal gravity value computed on the
 LY0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0457.degrees latitude (g = 980.6199 gals.).
 LY0457
 LY0457.The modeled gravity was interpolated from observed gravity values.
 LY0457
 LY0457;                    North         East    Units  Estimated Accuracy
 LY0457;SPC NJ       -   251,740.      169,830.      MT  (+/- 180 meters Scaled)
 LY0457
 LY0457                          SUPERSEDED SURVEY CONTROL
 LY0457
 LY0457  NGVD 29 (??/??/92)   94.942  (m)          311.49   (f) ADJ UNCH    2 0
 LY0457
 LY0457.Superseded values are not recommended for survey control.
 LY0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0457.See file dsdata.txt to determine how the superseded data were derived.
 LY0457
 LY0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL618501(NAD 83)
 LY0457_MARKER: R = RIVET
 LY0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0457_SP_SET: CULVERT
 LY0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0457+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2006
 LY0457
 LY0457  HISTORY     - Date     Condition        Report By
 LY0457  HISTORY     - UNK      MONUMENTED       NJGS
 LY0457  HISTORY     - 1942     GOOD             NGS
 LY0457  HISTORY     - 20060423 GOOD             GEOCAC
 LY0457
 LY0457                          STATION DESCRIPTION
 LY0457
 LY0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0457'2.2 MI S FROM RINGWOOD.
 LY0457'ABOUT 2.2 MILES SOUTH ALONG A BLACK-TOP ROAD FROM THE POST OFFICE
 LY0457'AT RINGWOOD, PASSAIC COUNTY, THENCE ABOUT 0.9 MILE SOUTHEAST
 LY0457'ALONG STATE HIGHWAY 532, AT A 36-INCH PIPE CULVERT, AND IN THE
 LY0457'TOP OF THE NORTHEAST END OF THE SOUTHEAST HEAD WALL.  A
 LY0457'MONEL-METAL RIVET.
 LY0457
 LY0457                          STATION RECOVERY (2006)
 LY0457
 LY0457'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0457'FOUND AS DESCRIBED.  ON PASSSAIC COUNTY BRIDGE 290, ON GREENWOOD LAKE
 LY0457'TURNPIKE, PASSAIC COUNTY ROUTE 511.  ON TOP ON NORTHEAST END OF
 LY0457'SOUTHEAST HEADWALL.  HAND-HELD GPS COORDINATES N 41 05 59.8 W 74 15
 LY0457'49.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0458 ***********************************************************************
 LY0458  DESIGNATION -  RV 1552
 LY0458  PID         -  LY0458
 LY0458  STATE/COUNTY-  NJ/PASSAIC
 LY0458  USGS QUAD   -  WANAQUE (1971)
 LY0458
 LY0458                         *CURRENT SURVEY CONTROL
 LY0458  ___________________________________________________________________
 LY0458* NAD 83(1986)-  41 06 09.     (N)    074 15 44.     (W)     SCALED    
 LY0458* NAVD 88     -        93.825  (meters)     307.82   (feet)  ADJUSTED  
 LY0458  ___________________________________________________________________
 LY0458  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 LY0458  DYNAMIC HT  -          93.786 (meters)     307.70  (feet)  COMP
 LY0458  MODELED GRAV-     980,216.3   (mgal)                       NAVD 88
 LY0458
 LY0458  VERT ORDER  -  SECOND    CLASS 0
 LY0458
 LY0458.The horizontal coordinates were scaled from a topographic map and have
 LY0458.an estimated accuracy of +/- 6 seconds.
 LY0458
 LY0458.The orthometric height was determined by differential leveling
 LY0458.and adjusted by the National Geodetic Survey in June 1991..
 LY0458
 LY0458.The geoid height was determined by GEOID03.
 LY0458
 LY0458.The dynamic height is computed by dividing the NAVD 88
 LY0458.geopotential number by the normal gravity value computed on the
 LY0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0458.degrees latitude (g = 980.6199 gals.).
 LY0458
 LY0458.The modeled gravity was interpolated from observed gravity values.
 LY0458
 LY0458;                    North         East    Units  Estimated Accuracy
 LY0458;SPC NJ       -   251,960.      169,970.      MT  (+/- 180 meters Scaled)
 LY0458
 LY0458                          SUPERSEDED SURVEY CONTROL
 LY0458
 LY0458  NGVD 29 (??/??/92)   94.065  (m)          308.61   (f) ADJ UNCH    2 0
 LY0458
 LY0458.Superseded values are not recommended for survey control.
 LY0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0458.See file dsdata.txt to determine how the superseded data were derived.
 LY0458
 LY0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL619503(NAD 83)
 LY0458_MARKER: R = RIVET
 LY0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0458_SP_SET: CULVERT
 LY0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0458
 LY0458  HISTORY     - Date     Condition        Report By
 LY0458  HISTORY     - UNK      MONUMENTED       NJGS
 LY0458  HISTORY     - 1942     GOOD             NGS
 LY0458  HISTORY     - 20060423 GOOD             GEOCAC
 LY0458
 LY0458                          STATION DESCRIPTION
 LY0458
 LY0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0458'2.2 MI S FROM RINGWOOD.
 LY0458'ABOUT 2.2 MILES SOUTH ALONG A BLACK-TOP ROAD FROM THE POST
 LY0458'OFFICE AT RINGWOOD, PASSAIC COUNTY, THENCE ABOUT 0.7 MILE EAST
 LY0458'ALONG STATE HIGHWAY 532, AT A INTERSECTION OF SKYLANDS ROAD, AT
 LY0458'A 36-INCH PIPE CULVERT, AND IN THE TOP OF THE BASE OF THE WEST
 LY0458'END OF THE NORTH HEAD WALL.  A MONEL-METAL RIVET.
 LY0458
 LY0458                          STATION RECOVERY (2006)
 LY0458
 LY0458'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0458'FOUND AS DESCRIBED.  ON PASSSAIC COUNTY BRIDGE 195, ON NORTH SIDE OF
 LY0458'SKYLANDS ROAD, AT INTERSECTION WITH PASSAIC COUNTY ROUTE 511,
 LY0458'GREENWOOD LAKE TURNPIKE.  LOCATED ON WEST BASE OF NORTH HEADWALL.
 LY0458'HAND-HELD GPS COORDINATES N 41 06 08.9 W 74 15 42.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0459 ***********************************************************************
 LY0459  DESIGNATION -  RV 1553
 LY0459  PID         -  LY0459
 LY0459  STATE/COUNTY-  NJ/PASSAIC
 LY0459  USGS QUAD   -  WANAQUE (1971)
 LY0459
 LY0459                         *CURRENT SURVEY CONTROL
 LY0459  ___________________________________________________________________
 LY0459* NAD 83(1986)-  41 06 21.     (N)    074 15 56.     (W)     SCALED    
 LY0459* NAVD 88     -        94.587  (meters)     310.32   (feet)  ADJUSTED  
 LY0459  ___________________________________________________________________
 LY0459  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 LY0459  DYNAMIC HT  -          94.548 (meters)     310.20  (feet)  COMP
 LY0459  MODELED GRAV-     980,215.7   (mgal)                       NAVD 88
 LY0459
 LY0459  VERT ORDER  -  SECOND    CLASS 0
 LY0459
 LY0459.The horizontal coordinates were scaled from a topographic map and have
 LY0459.an estimated accuracy of +/- 6 seconds.
 LY0459
 LY0459.The orthometric height was determined by differential leveling
 LY0459.and adjusted by the National Geodetic Survey in June 1991..
 LY0459
 LY0459.The geoid height was determined by GEOID03.
 LY0459
 LY0459.The dynamic height is computed by dividing the NAVD 88
 LY0459.geopotential number by the normal gravity value computed on the
 LY0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0459.degrees latitude (g = 980.6199 gals.).
 LY0459
 LY0459.The modeled gravity was interpolated from observed gravity values.
 LY0459
 LY0459;                    North         East    Units  Estimated Accuracy
 LY0459;SPC NJ       -   252,330.      169,690.      MT  (+/- 180 meters Scaled)
 LY0459
 LY0459                          SUPERSEDED SURVEY CONTROL
 LY0459
 LY0459  NGVD 29 (??/??/92)   94.828  (m)          311.11   (f) ADJ UNCH    2 0
 LY0459
 LY0459.Superseded values are not recommended for survey control.
 LY0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0459.See file dsdata.txt to determine how the superseded data were derived.
 LY0459
 LY0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL616507(NAD 83)
 LY0459_MARKER: R = RIVET
 LY0459_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0459_SP_SET: CULVERT
 LY0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0459+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2006
 LY0459
 LY0459  HISTORY     - Date     Condition        Report By
 LY0459  HISTORY     - UNK      MONUMENTED       NJGS
 LY0459  HISTORY     - 1942     GOOD             NGS
 LY0459  HISTORY     - 20060423 GOOD             GEOCAC
 LY0459
 LY0459                          STATION DESCRIPTION
 LY0459
 LY0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0459'2.2 MI S FROM RINGWOOD.
 LY0459'ABOUT 2.2 MILES SOUTH ALONG A BLACK-TOP ROAD FROM THE POST
 LY0459'OFFICE AT RINGWOOD, PASSAIC COUNTY, THENCE ABOUT 0.3 MILE EAST
 LY0459'ALONG STATE HIGHWAY 532, AT A 36-INCH PIPE CULVERT, AND IN THE
 LY0459'TOP OF THE BASE OF THE WEST END OF THE NORTH HEAD WALL.  A
 LY0459'MONEL-METAL RIVET.
 LY0459
 LY0459                          STATION RECOVERY (2006)
 LY0459
 LY0459'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0459'FOUND AS DESCRIBED.  ON GREENWOOD LAKE TURNPIKE, PASSAIC COUNTY ROUTE
 LY0459'511.  ON TOP OF BASE OF WEST END OF NORTH HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0460 ***********************************************************************
 LY0460  DESIGNATION -  RV 1554
 LY0460  PID         -  LY0460
 LY0460  STATE/COUNTY-  NJ/PASSAIC
 LY0460  USGS QUAD   -  WANAQUE (1971)
 LY0460
 LY0460                         *CURRENT SURVEY CONTROL
 LY0460  ___________________________________________________________________
 LY0460* NAD 83(1986)-  41 06 14.     (N)    074 16 11.     (W)     SCALED    
 LY0460* NAVD 88     -        94.321  (meters)     309.45   (feet)  ADJUSTED  
 LY0460  ___________________________________________________________________
 LY0460  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 LY0460  DYNAMIC HT  -          94.283 (meters)     309.33  (feet)  COMP
 LY0460  MODELED GRAV-     980,215.2   (mgal)                       NAVD 88
 LY0460
 LY0460  VERT ORDER  -  SECOND    CLASS 0
 LY0460
 LY0460.The horizontal coordinates were scaled from a topographic map and have
 LY0460.an estimated accuracy of +/- 6 seconds.
 LY0460
 LY0460.The orthometric height was determined by differential leveling
 LY0460.and adjusted by the National Geodetic Survey in June 1991..
 LY0460
 LY0460.The geoid height was determined by GEOID03.
 LY0460
 LY0460.The dynamic height is computed by dividing the NAVD 88
 LY0460.geopotential number by the normal gravity value computed on the
 LY0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0460.degrees latitude (g = 980.6199 gals.).
 LY0460
 LY0460.The modeled gravity was interpolated from observed gravity values.
 LY0460
 LY0460;                    North         East    Units  Estimated Accuracy
 LY0460;SPC NJ       -   252,110.      169,340.      MT  (+/- 180 meters Scaled)
 LY0460
 LY0460                          SUPERSEDED SURVEY CONTROL
 LY0460
 LY0460  NGVD 29 (??/??/92)   94.562  (m)          310.24   (f) ADJ UNCH    2 0
 LY0460
 LY0460.Superseded values are not recommended for survey control.
 LY0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0460.See file dsdata.txt to determine how the superseded data were derived.
 LY0460
 LY0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL613505(NAD 83)
 LY0460_MARKER: R = RIVET
 LY0460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0460_SP_SET: CULVERT
 LY0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0460+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2006
 LY0460
 LY0460  HISTORY     - Date     Condition        Report By
 LY0460  HISTORY     - UNK      MONUMENTED       NJGS
 LY0460  HISTORY     - 1942     GOOD             NGS
 LY0460  HISTORY     - 20060423 GOOD             GEOCAC
 LY0460
 LY0460                          STATION DESCRIPTION
 LY0460
 LY0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0460'2.2 MI S FROM RINGWOOD.
 LY0460'ABOUT 2.2 MILES SOUTH ALONG A BLACK-TOP ROAD FROM THE POST OFFICE
 LY0460'AT RINGWOOD, PASSAIC COUNTY, THENCE ABOUT 0.1 MILE EAST ALONG
 LY0460'STATE HIGHWAY 532, AT A 36-INCH CULVERT, AND IN THE TOP OF THE
 LY0460'BASE OF THE WEST END OF THE NORTH HEAD WALL.  A MONEL-METAL
 LY0460'RIVET.
 LY0460
 LY0460                          STATION RECOVERY (2006)
 LY0460
 LY0460'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0460'FOUND BE DESCRIPTION.  BLACK-TOP ROAD IS GREENWOOD LAKE TURNPIKE,
 LY0460'PASSAIC COUNTY HIGHWAY 511.  HAND-HELD GPS COORDINATES N 47 06 15.1 W
 LY0460'74 16 10.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6010 ***********************************************************************
 KV6010  DESIGNATION -  RV 157
 KV6010  PID         -  KV6010
 KV6010  STATE/COUNTY-  NJ/MERCER
 KV6010  USGS QUAD   -  TRENTON WEST (1995)
 KV6010
 KV6010                         *CURRENT SURVEY CONTROL
 KV6010  ___________________________________________________________________
 KV6010* NAD 83(1986)-  40 11 52.     (N)    074 45 25.     (W)     SCALED    
 KV6010* NAVD 88     -        13.681  (meters)      44.89   (feet)  ADJUSTED  
 KV6010  ___________________________________________________________________
 KV6010  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV6010  DYNAMIC HT  -          13.675 (meters)      44.87  (feet)  COMP
 KV6010  MODELED GRAV-     980,182.4   (mgal)                       NAVD 88
 KV6010
 KV6010  VERT ORDER  -  FIRST     CLASS II
 KV6010
 KV6010.The horizontal coordinates were scaled from a topographic map and have
 KV6010.an estimated accuracy of +/- 6 seconds.
 KV6010
 KV6010.The orthometric height was determined by differential leveling
 KV6010.and adjusted by the National Geodetic Survey in March 2005..
 KV6010
 KV6010.The geoid height was determined by GEOID03.
 KV6010
 KV6010.The dynamic height is computed by dividing the NAVD 88
 KV6010.geopotential number by the normal gravity value computed on the
 KV6010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6010.degrees latitude (g = 980.6199 gals.).
 KV6010
 KV6010.The modeled gravity was interpolated from observed gravity values.
 KV6010
 KV6010;                    North         East    Units  Estimated Accuracy
 KV6010;SPC NJ       -   151,500.      128,120.      MT  (+/- 180 meters Scaled)
 KV6010
 KV6010                          SUPERSEDED SURVEY CONTROL
 KV6010
 KV6010  NAVD 88 (06/15/91)   13.677  (m)           44.87   (f) UNKNOWN     1 1
 KV6010  NGVD 29 (01/10/92)   14.000  (m)           45.93   (f) ADJUSTED    1 1
 KV6010
 KV6010.Superseded values are not recommended for survey control.
 KV6010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6010.See file dsdata.txt to determine how the superseded data were derived.
 KV6010
 KV6010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK206497(NAD 83)
 KV6010_MARKER: R = RIVET
 KV6010_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6010_SP_SET: DOOR SILL
 KV6010_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6010+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV6010
 KV6010  HISTORY     - Date     Condition        Report By
 KV6010  HISTORY     - UNK      MONUMENTED       NJGS
 KV6010  HISTORY     - 19890811 GOOD             NJGS
 KV6010  HISTORY     - 20020202 GOOD             NJGS
 KV6010
 KV6010                          STATION DESCRIPTION
 KV6010
 KV6010'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6010'IN TRENTON, LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 KV6010'LALOR AND CENTER STREETS, 9.9 M (32.5 FT) WEST OF THE CENTERLINE OF
 KV6010'CENTER STREET, 12.3 M (40.4 FT) NORTH OF THE CENTERLINE OF LALOR
 KV6010'STREET. A MONEL METAL RIVET IN THE DOOR SILL OF THE ANCHOR INN, 781
 KV6010'CENTER STREET.
 KV6010
 KV6010                          STATION RECOVERY (2002)
 KV6010
 KV6010'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 KV6010'RECOVERED AS DESCRIBED.
 KV6010'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0137 ***********************************************************************
 KV0137  DESIGNATION -  RV 16
 KV0137  PID         -  KV0137
 KV0137  STATE/COUNTY-  NJ/BERGEN
 KV0137  USGS QUAD   -  WEEHAWKEN (1995)
 KV0137
 KV0137                         *CURRENT SURVEY CONTROL
 KV0137  ___________________________________________________________________
 KV0137* NAD 83(1986)-  40 51 22.     (N)    074 04 35.     (W)     SCALED    
 KV0137* NAVD 88     -        38.535  (meters)     126.43   (feet)  ADJUSTED  
 KV0137  ___________________________________________________________________
 KV0137  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KV0137  DYNAMIC HT  -          38.520 (meters)     126.38  (feet)  COMP
 KV0137  MODELED GRAV-     980,235.1   (mgal)                       NAVD 88
 KV0137
 KV0137  VERT ORDER  -  FIRST     CLASS II
 KV0137
 KV0137.The horizontal coordinates were scaled from a topographic map and have
 KV0137.an estimated accuracy of +/- 6 seconds.
 KV0137
 KV0137.The orthometric height was determined by differential leveling
 KV0137.and adjusted by the National Geodetic Survey in June 1991..
 KV0137
 KV0137.The geoid height was determined by GEOID03.
 KV0137
 KV0137.The dynamic height is computed by dividing the NAVD 88
 KV0137.geopotential number by the normal gravity value computed on the
 KV0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0137.degrees latitude (g = 980.6199 gals.).
 KV0137
 KV0137.The modeled gravity was interpolated from observed gravity values.
 KV0137
 KV0137;                    North         East    Units  Estimated Accuracy
 KV0137;SPC NJ       -   224,660.      185,710.      MT  (+/- 180 meters Scaled)
 KV0137
 KV0137                          SUPERSEDED SURVEY CONTROL
 KV0137
 KV0137  NGVD 29 (??/??/??)   38.843  (m)          127.44   (f) ADJUSTED    1 2
 KV0137
 KV0137.Superseded values are not recommended for survey control.
 KV0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0137.See file dsdata.txt to determine how the superseded data were derived.
 KV0137
 KV0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL778231(NAD 83)
 KV0137_MARKER: R = RIVET
 KV0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0137_SP_SET: CURB
 KV0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0137
 KV0137  HISTORY     - Date     Condition        Report By
 KV0137  HISTORY     - 1933     MONUMENTED       CGS
 KV0137  HISTORY     - 1956     GOOD             CGS
 KV0137  HISTORY     - 20050508 MARK NOT FOUND   GEOCAC
 KV0137
 KV0137                          STATION DESCRIPTION
 KV0137
 KV0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0137'AT HASBROUCK HTS.
 KV0137'AT HASBROUCK HEIGHTS, BERGEN COUNTY, AT THE NORTHEAST CORNER OF
 KV0137'THE INTERSECTION OF TERRACE AVENUE AND HENRY STREET, 100 FEET
 KV0137'NORTHEAST OF THE NORTHEAST CORNER OF THE CATHCART GARDENS
 KV0137'APARTMENTS, 36 FEET EAST OF THE CENTERLINE OF TERRACE AVENUE,
 KV0137'30 FEET NORTH OF THE CENTERLINE OF HENRY STREET, AND IN THE
 KV0137'TOP OF THE CONCRETE CURB.  A STANDARD MONEL-METAL RIVET.
 KV0137
 KV0137                          STATION RECOVERY (2005)
 KV0137
 KV0137'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV0137'THE DESCRIPTION SEEMS ACCURATE.  THE CURBING HAS BEEN REPLACED TO
 KV0137'ALLOW HANDICAPPED ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6023 ***********************************************************************
 KV6023  DESIGNATION -  RV 161
 KV6023  PID         -  KV6023
 KV6023  STATE/COUNTY-  NJ/MERCER
 KV6023  USGS QUAD   -  TRENTON EAST (1981)
 KV6023
 KV6023                         *CURRENT SURVEY CONTROL
 KV6023  ___________________________________________________________________
 KV6023* NAD 83(1986)-  40 13 08.     (N)    074 44 36.     (W)     SCALED    
 KV6023* NAVD 88     -        20.183  (meters)      66.22   (feet)  ADJUSTED  
 KV6023  ___________________________________________________________________
 KV6023  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KV6023  DYNAMIC HT  -          20.173 (meters)      66.18  (feet)  COMP
 KV6023  MODELED GRAV-     980,179.8   (mgal)                       NAVD 88
 KV6023
 KV6023  VERT ORDER  -  FIRST     CLASS I
 KV6023
 KV6023.The horizontal coordinates were scaled from a topographic map and have
 KV6023.an estimated accuracy of +/- 6 seconds.
 KV6023
 KV6023.The orthometric height was determined by differential leveling
 KV6023.and adjusted by the National Geodetic Survey in June 1991..
 KV6023
 KV6023.The geoid height was determined by GEOID03.
 KV6023
 KV6023.The dynamic height is computed by dividing the NAVD 88
 KV6023.geopotential number by the normal gravity value computed on the
 KV6023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6023.degrees latitude (g = 980.6199 gals.).
 KV6023
 KV6023.The modeled gravity was interpolated from observed gravity values.
 KV6023
 KV6023;                    North         East    Units  Estimated Accuracy
 KV6023;SPC NJ       -   153,850.      129,290.      MT  (+/- 180 meters Scaled)
 KV6023
 KV6023                          SUPERSEDED SURVEY CONTROL
 KV6023
 KV6023  NGVD 29 (01/10/92)   20.509  (m)           67.29   (f) ADJUSTED    1 1
 KV6023
 KV6023.Superseded values are not recommended for survey control.
 KV6023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6023.See file dsdata.txt to determine how the superseded data were derived.
 KV6023
 KV6023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK218520(NAD 83)
 KV6023_MARKER: B = BOLT
 KV6023_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6023_SP_SET: DOOR ENTRANCE
 KV6023_MARK LOGO: NONE  
 KV6023_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6023+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1988
 KV6023
 KV6023  HISTORY     - Date     Condition        Report By
 KV6023  HISTORY     - UNK      MONUMENTED       NJGS
 KV6023  HISTORY     - 19881111 GOOD             NJGS
 KV6023
 KV6023                          STATION DESCRIPTION
 KV6023
 KV6023'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6023'IN TRENTON, AT THE TRENTON CENTRAL HIGH SCHOOL MAIN ENTRANCE, SET ON
 KV6023'THE MAIN ENTRANCE PLATFORM, SET BETWEEN THE NORTHERLY AND CENTRAL SETS
 KV6023'OF DOORS, DIRECTLY UNDER THE LETTER N IN CENTRAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1367 ***********************************************************************
 KV1367  DESIGNATION -  RV 1639 NJGS
 KV1367  PID         -  KV1367
 KV1367  STATE/COUNTY-  NJ/HUNTERDON
 KV1367  USGS QUAD   -  HIGH BRIDGE (1970)
 KV1367
 KV1367                         *CURRENT SURVEY CONTROL
 KV1367  ___________________________________________________________________
 KV1367* NAD 83(1986)-  40 38 22.     (N)    074 54 04.     (W)     SCALED    
 KV1367* NAVD 88     -        62.847  (meters)     206.19   (feet)  ADJUSTED  
 KV1367  ___________________________________________________________________
 KV1367  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KV1367  DYNAMIC HT  -          62.818 (meters)     206.10  (feet)  COMP
 KV1367  MODELED GRAV-     980,171.1   (mgal)                       NAVD 88
 KV1367
 KV1367  VERT ORDER  -  SECOND    CLASS 0
 KV1367
 KV1367.The horizontal coordinates were scaled from a topographic map and have
 KV1367.an estimated accuracy of +/- 6 seconds.
 KV1367
 KV1367.The orthometric height was determined by differential leveling
 KV1367.and adjusted by the National Geodetic Survey in June 1991..
 KV1367
 KV1367.The geoid height was determined by GEOID03.
 KV1367
 KV1367.The dynamic height is computed by dividing the NAVD 88
 KV1367.geopotential number by the normal gravity value computed on the
 KV1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1367.degrees latitude (g = 980.6199 gals.).
 KV1367
 KV1367.The modeled gravity was interpolated from observed gravity values.
 KV1367
 KV1367;                    North         East    Units  Estimated Accuracy
 KV1367;SPC NJ       -   200,590.      116,070.      MT  (+/- 180 meters Scaled)
 KV1367
 KV1367                          SUPERSEDED SURVEY CONTROL
 KV1367
 KV1367  NGVD 29 (??/??/??)   63.096  (m)          207.01   (f) ADJUSTED    2 0
 KV1367
 KV1367.Superseded values are not recommended for survey control.
 KV1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1367.See file dsdata.txt to determine how the superseded data were derived.
 KV1367
 KV1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK083987(NAD 83)
 KV1367_MARKER: R = RIVET
 KV1367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1367_SP_SET: CULVERT
 KV1367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1367
 KV1367  HISTORY     - Date     Condition        Report By
 KV1367  HISTORY     - UNK      MONUMENTED       NJGS
 KV1367  HISTORY     - 1942     GOOD             CGS
 KV1367  HISTORY     - 1978     MARK NOT FOUND   NGS
 KV1367
 KV1367                          STATION DESCRIPTION
 KV1367
 KV1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1367'AT CLINTON.
 KV1367'1 MILE EAST ALONG U.S. HIGHWAY 22 FROM THE CONCRETE BRIDGE OVER
 KV1367'THE SOUTH BRANCH OF RARITAN RIVER AT CLINTON, HUNTERDON COUNTY,
 KV1367'82 FEET SOUTHEAST OF THE INTERSECTION OF EASTON AVENUE AND CLINTON
 KV1367'STREET, IN THE WEST END OF A CULVERT, 20 FEET SOUTH OF THE
 KV1367'CENTERLINE OF THE HIGHWAY, AND 10 FEET NORTH OF A FENCE LINE.
 KV1367
 KV1367                          STATION RECOVERY (1978)
 KV1367
 KV1367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1367'NOTE--HIGHWAY 22 AND INTERSTATE 78 HAS BEEN BUILT AND REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6000 ***********************************************************************
 KV6000  DESIGNATION -  RV 167
 KV6000  PID         -  KV6000
 KV6000  STATE/COUNTY-  NJ/BURLINGTON
 KV6000  USGS QUAD   -  TRENTON EAST (1981)
 KV6000
 KV6000                         *CURRENT SURVEY CONTROL
 KV6000  ___________________________________________________________________
 KV6000* NAD 83(1986)-  40 10 45.     (N)    074 42 18.     (W)     SCALED    
 KV6000* NAVD 88     -        15.301  (meters)      50.20   (feet)  ADJUSTED  
 KV6000  ___________________________________________________________________
 KV6000  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV6000  DYNAMIC HT  -          15.294 (meters)      50.18  (feet)  COMP
 KV6000  MODELED GRAV-     980,191.9   (mgal)                       NAVD 88
 KV6000
 KV6000  VERT ORDER  -  FIRST     CLASS I
 KV6000
 KV6000.The horizontal coordinates were scaled from a topographic map and have
 KV6000.an estimated accuracy of +/- 6 seconds.
 KV6000
 KV6000.The orthometric height was determined by differential leveling
 KV6000.and adjusted by the National Geodetic Survey in June 1991..
 KV6000
 KV6000.The geoid height was determined by GEOID03.
 KV6000
 KV6000.The dynamic height is computed by dividing the NAVD 88
 KV6000.geopotential number by the normal gravity value computed on the
 KV6000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6000.degrees latitude (g = 980.6199 gals.).
 KV6000
 KV6000.The modeled gravity was interpolated from observed gravity values.
 KV6000
 KV6000;                    North         East    Units  Estimated Accuracy
 KV6000;SPC NJ       -   149,430.      132,540.      MT  (+/- 180 meters Scaled)
 KV6000
 KV6000                          SUPERSEDED SURVEY CONTROL
 KV6000
 KV6000  NGVD 29 (01/10/92)   15.626  (m)           51.27   (f) ADJUSTED    1 1
 KV6000
 KV6000.Superseded values are not recommended for survey control.
 KV6000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6000.See file dsdata.txt to determine how the superseded data were derived.
 KV6000
 KV6000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK251476(NAD 83)
 KV6000_MARKER: R = RIVET
 KV6000_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6000_SP_SET: STEP
 KV6000_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6000+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1988
 KV6000
 KV6000  HISTORY     - Date     Condition        Report By
 KV6000  HISTORY     - 1938     MONUMENTED       NJGS
 KV6000  HISTORY     - 19880724 GOOD             NJGS
 KV6000
 KV6000                          STATION DESCRIPTION
 KV6000
 KV6000'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988
 KV6000'1.2 KM (0.75 MI) SOUTH ALONG U.S.HIGHWAY 206 FROM THE JUNCTION OF
 KV6000'U.S.HIGHWAY 206, COUNTY ROUTE 524 AND WHITE HORSE ROAD AT THE WHITE
 KV6000'HORSE CIRCLE TO THE RIVET ON THE WEST SIDE OF THE HIGHWAY, SOUTHERLY
 KV6000'ON THE FIRST CONCRETE STEP OF THE SIDE WALK LEADING TO THE HOUSE
 KV6000'NUMBER 548, 5.3 M (17.4 FT) NORTH OF POWER POLE E60440BD, 11.3 M
 KV6000'(37.1 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE SAME HOUSE 11.8 M
 KV6000'(38.7 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE SAME HOUSE. THE
 KV6000'RIVET IS 0.4 M (1.3 FT) ABOVE THE GROUND, A MONEL METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1259 ***********************************************************************
 KV1259  DESIGNATION -  RV 1670 NJGS
 KV1259  PID         -  KV1259
 KV1259  STATE/COUNTY-  NJ/WARREN
 KV1259  USGS QUAD   -  WASHINGTON (1976)
 KV1259
 KV1259                         *CURRENT SURVEY CONTROL
 KV1259  ___________________________________________________________________
 KV1259* NAD 83(1986)-  40 45 34.     (N)    074 58 30.     (W)     SCALED    
 KV1259* NAVD 88     -       141.845  (meters)     465.37   (feet)  ADJUSTED  
 KV1259  ___________________________________________________________________
 KV1259  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KV1259  DYNAMIC HT  -         141.781 (meters)     465.16  (feet)  COMP
 KV1259  MODELED GRAV-     980,168.0   (mgal)                       NAVD 88
 KV1259
 KV1259  VERT ORDER  -  SECOND    CLASS 0
 KV1259
 KV1259.The horizontal coordinates were scaled from a topographic map and have
 KV1259.an estimated accuracy of +/- 6 seconds.
 KV1259
 KV1259.The orthometric height was determined by differential leveling
 KV1259.and adjusted by the National Geodetic Survey in June 1991..
 KV1259
 KV1259.The geoid height was determined by GEOID03.
 KV1259
 KV1259.The dynamic height is computed by dividing the NAVD 88
 KV1259.geopotential number by the normal gravity value computed on the
 KV1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1259.degrees latitude (g = 980.6199 gals.).
 KV1259
 KV1259.The modeled gravity was interpolated from observed gravity values.
 KV1259
 KV1259;                    North         East    Units  Estimated Accuracy
 KV1259;SPC NJ       -   213,950.      109,900.      MT  (+/- 180 meters Scaled)
 KV1259
 KV1259                          SUPERSEDED SURVEY CONTROL
 KV1259
 KV1259  NGVD 29 (??/??/??)  142.072  (m)          466.11   (f) ADJUSTED    2 0
 KV1259
 KV1259.Superseded values are not recommended for survey control.
 KV1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1259.See file dsdata.txt to determine how the superseded data were derived.
 KV1259
 KV1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL021120(NAD 83)
 KV1259_MARKER: R = RIVET
 KV1259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1259_SP_SET: CONC SAFETY ISLE
 KV1259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1259
 KV1259  HISTORY     - Date     Condition        Report By
 KV1259  HISTORY     - UNK      MONUMENTED       NJGS
 KV1259  HISTORY     - 1942     GOOD             CGS
 KV1259
 KV1259                          STATION DESCRIPTION
 KV1259
 KV1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1259'AT WASHINGTON.
 KV1259'AT WASHINGTON, WARREN COUNTY, AT THE INTERSECTION OF STATE
 KV1259'HIGHWAY 24 AND STATE HIGHWAY 30, AT THE SOUTH SIDE OF THE TRAFFIC
 KV1259'CIRCLE, AND IN THE NORTH SLOPE OF THE CONCRETE SAFETY ISLE.  A
 KV1259'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1075 ***********************************************************************
 KV1075  DESIGNATION -  RV 169 NJGS
 KV1075  PID         -  KV1075
 KV1075  STATE/COUNTY-  NJ/MERCER
 KV1075  USGS QUAD   -  TRENTON EAST (1981)
 KV1075
 KV1075                         *CURRENT SURVEY CONTROL
 KV1075  ___________________________________________________________________
 KV1075* NAD 83(1986)-  40 12 02.     (N)    074 44 08.     (W)     SCALED    
 KV1075* NAVD 88     -        17.193  (meters)      56.41   (feet)  ADJUSTED  
 KV1075  ___________________________________________________________________
 KV1075  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV1075  DYNAMIC HT  -          17.185 (meters)      56.38  (feet)  COMP
 KV1075  MODELED GRAV-     980,184.4   (mgal)                       NAVD 88
 KV1075
 KV1075  VERT ORDER  -  FIRST     CLASS II
 KV1075
 KV1075.The horizontal coordinates were scaled from a topographic map and have
 KV1075.an estimated accuracy of +/- 6 seconds.
 KV1075
 KV1075.The orthometric height was determined by differential leveling
 KV1075.and adjusted by the National Geodetic Survey in June 1991..
 KV1075
 KV1075.The geoid height was determined by GEOID03.
 KV1075
 KV1075.The dynamic height is computed by dividing the NAVD 88
 KV1075.geopotential number by the normal gravity value computed on the
 KV1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1075.degrees latitude (g = 980.6199 gals.).
 KV1075
 KV1075.The modeled gravity was interpolated from observed gravity values.
 KV1075
 KV1075;                    North         East    Units  Estimated Accuracy
 KV1075;SPC NJ       -   151,810.      129,950.      MT  (+/- 180 meters Scaled)
 KV1075
 KV1075                          SUPERSEDED SURVEY CONTROL
 KV1075
 KV1075  NGVD 29 (01/10/92)   17.519  (m)           57.48   (f) ADJUSTED    1 2
 KV1075
 KV1075.Superseded values are not recommended for survey control.
 KV1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1075.See file dsdata.txt to determine how the superseded data were derived.
 KV1075
 KV1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK225500(NAD 83)
 KV1075_MARKER: DD = SURVEY DISK
 KV1075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1075_SP_SET: STEP
 KV1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1075
 KV1075  HISTORY     - Date     Condition        Report By
 KV1075  HISTORY     - UNK      MONUMENTED       NJGS
 KV1075  HISTORY     - 1974     GOOD             NGS
 KV1075
 KV1075                          STATION DESCRIPTION
 KV1075
 KV1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1075'AT TRENTON.
 KV1075'AT TRENTON, AT THE SOUTH CORNER OF THE Y JUNCTION OF SOUTH BROAD
 KV1075'STREET AND LALOR STREET, ON THE SOUTHEAST END OF THE TOP STEP
 KV1075'OF THE MAIN ENTRANCE TO PILGRAM CHURCH AND ABOUT 1 1/2 FEET
 KV1075'ABOVE THE LEVEL OF THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0138 ***********************************************************************
 KV0138  DESIGNATION -  RV 17
 KV0138  PID         -  KV0138
 KV0138  STATE/COUNTY-  NJ/BERGEN
 KV0138  USGS QUAD   -  WEEHAWKEN (1995)
 KV0138
 KV0138                         *CURRENT SURVEY CONTROL
 KV0138  ___________________________________________________________________
 KV0138* NAD 83(1986)-  40 51 47.     (N)    074 04 14.     (W)     SCALED    
 KV0138* NAVD 88     -        30.003  (meters)      98.43   (feet)  ADJUSTED  
 KV0138  ___________________________________________________________________
 KV0138  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KV0138  DYNAMIC HT  -          29.991 (meters)      98.40  (feet)  COMP
 KV0138  MODELED GRAV-     980,235.9   (mgal)                       NAVD 88
 KV0138
 KV0138  VERT ORDER  -  FIRST     CLASS II
 KV0138
 KV0138.The horizontal coordinates were scaled from a topographic map and have
 KV0138.an estimated accuracy of +/- 6 seconds.
 KV0138
 KV0138.The orthometric height was determined by differential leveling
 KV0138.and adjusted by the National Geodetic Survey in June 1991..
 KV0138
 KV0138.The geoid height was determined by GEOID03.
 KV0138
 KV0138.The dynamic height is computed by dividing the NAVD 88
 KV0138.geopotential number by the normal gravity value computed on the
 KV0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0138.degrees latitude (g = 980.6199 gals.).
 KV0138
 KV0138.The modeled gravity was interpolated from observed gravity values.
 KV0138
 KV0138;                    North         East    Units  Estimated Accuracy
 KV0138;SPC NJ       -   225,430.      186,200.      MT  (+/- 180 meters Scaled)
 KV0138
 KV0138                          SUPERSEDED SURVEY CONTROL
 KV0138
 KV0138  NGVD 29 (??/??/??)   30.313  (m)           99.45   (f) ADJUSTED    1 2
 KV0138
 KV0138.Superseded values are not recommended for survey control.
 KV0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0138.See file dsdata.txt to determine how the superseded data were derived.
 KV0138
 KV0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL783239(NAD 83)
 KV0138_MARKER: R = RIVET
 KV0138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0138_SP_SET: CURB
 KV0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0138+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 KV0138
 KV0138  HISTORY     - Date     Condition        Report By
 KV0138  HISTORY     - 1933     MONUMENTED       CGS
 KV0138  HISTORY     - 1934     GOOD             CGS
 KV0138  HISTORY     - 1956     GOOD             CGS
 KV0138  HISTORY     - 20040317 GOOD             MACDEL
 KV0138  HISTORY     - 20060413 GOOD             GEOCAC
 KV0138
 KV0138                          STATION DESCRIPTION
 KV0138
 KV0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0138'AT HASBROUCK HEIGHTS.
 KV0138'AT HASBROUCK HEIGHTS, BERGEN COUNTY, AT THE INTERSECTION OF
 KV0138'TERRACE AVENUE AND MADISON STREET, 70 FEET SOUTHEAST OF THE
 KV0138'SOUTHEAST CORNER OF THE RESIDENCE AT 329 MADISON STREET, 30
 KV0138'FEET WEST OF THE CENTERLINE OF TERRACE AVENUE, 18 FEET NORTH
 KV0138'OF THE CENTERLINE OF MADISON STREET, AND IN THE TOP OF THE
 KV0138'CONCRETE CURB.  A STANDARD MONEL-METAL RIVET.
 KV0138
 KV0138                          STATION RECOVERY (1956)
 KV0138
 KV0138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 KV0138'RECOVERED IN GOOD CONDITION.
 KV0138
 KV0138                          STATION RECOVERY (2004)
 KV0138
 KV0138'RECOVERY NOTE BY MACDEL ENGINEERING 2004 (JM)
 KV0138'RECOVERED AS DESCRIBED
 KV0138
 KV0138                          STATION RECOVERY (2006)
 KV0138
 KV0138'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0140 ***********************************************************************
 KV0140  DESIGNATION -  RV 18
 KV0140  PID         -  KV0140
 KV0140  STATE/COUNTY-  NJ/BERGEN
 KV0140  USGS QUAD   -  HACKENSACK (1997)
 KV0140
 KV0140                         *CURRENT SURVEY CONTROL
 KV0140  ___________________________________________________________________
 KV0140* NAD 83(1986)-  40 52 51.     (N)    074 03 17.     (W)     SCALED    
 KV0140* NAVD 88     -         8.879  (meters)      29.13   (feet)  ADJUSTED  
 KV0140  ___________________________________________________________________
 KV0140  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KV0140  DYNAMIC HT  -           8.875 (meters)      29.12  (feet)  COMP
 KV0140  MODELED GRAV-     980,237.9   (mgal)                       NAVD 88
 KV0140
 KV0140  VERT ORDER  -  FIRST     CLASS II
 KV0140
 KV0140.The horizontal coordinates were scaled from a topographic map and have
 KV0140.an estimated accuracy of +/- 6 seconds.
 KV0140
 KV0140.The orthometric height was determined by differential leveling
 KV0140.and adjusted by the National Geodetic Survey in June 1991..
 KV0140
 KV0140.The geoid height was determined by GEOID03.
 KV0140
 KV0140.The dynamic height is computed by dividing the NAVD 88
 KV0140.geopotential number by the normal gravity value computed on the
 KV0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0140.degrees latitude (g = 980.6199 gals.).
 KV0140
 KV0140.The modeled gravity was interpolated from observed gravity values.
 KV0140
 KV0140;                    North         East    Units  Estimated Accuracy
 KV0140;SPC NJ       -   227,410.      187,530.      MT  (+/- 180 meters Scaled)
 KV0140
 KV0140                          SUPERSEDED SURVEY CONTROL
 KV0140
 KV0140  NGVD 29 (??/??/??)    9.187  (m)           30.14   (f) ADJUSTED    1 2
 KV0140
 KV0140.Superseded values are not recommended for survey control.
 KV0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0140.See file dsdata.txt to determine how the superseded data were derived.
 KV0140
 KV0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL796259(NAD 83)
 KV0140_MARKER: R = RIVET
 KV0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0140_SP_SET: CURB
 KV0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0140
 KV0140  HISTORY     - Date     Condition        Report By
 KV0140  HISTORY     - 1933     MONUMENTED       CGS
 KV0140  HISTORY     - 1956     GOOD             CGS
 KV0140  HISTORY     - 20020121 MARK NOT FOUND   INDIV
 KV0140
 KV0140                          STATION DESCRIPTION
 KV0140
 KV0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0140'AT HACKENSACK.
 KV0140'AT HACKENSACK, BERGEN COUNTY, AT THE INTERSECTION OF POLIFLY
 KV0140'AND ESSEX STREETS, 110 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 KV0140'OF THE ESSEX STREET, 30 FEET NORTH OF THE CENTERLINE OF POLIFLY
 KV0140'ST., 12 FEET EAST OF A TRAFFIC SIGNAL POST, AND IN THE TOP OF
 KV0140'THE CONCRETE CURB.  A STANDARD MONEL-METAL RIVET.
 KV0140
 KV0140                          STATION RECOVERY (2002)
 KV0140
 KV0140'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 KV0140'NOT FOUND BY MACDEL ENGINEERING (RFH).
 KV0140'INTERSECTION HAS CHANGED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4219 ***********************************************************************
 JU4219  DESIGNATION -  RV 1878
 JU4219  PID         -  JU4219
 JU4219  STATE/COUNTY-  NJ/ATLANTIC
 JU4219  USGS QUAD   -  MAYS LANDING (1989)
 JU4219
 JU4219                         *CURRENT SURVEY CONTROL
 JU4219  ___________________________________________________________________
 JU4219* NAD 83(1986)-  39 24 09.     (N)    074 44 33.     (W)     SCALED    
 JU4219* NAVD 88     -         4.550  (meters)      14.93   (feet)  ADJUSTED  
 JU4219  ___________________________________________________________________
 JU4219  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JU4219  DYNAMIC HT  -           4.547 (meters)      14.92  (feet)  COMP
 JU4219  MODELED GRAV-     980,117.8   (mgal)                       NAVD 88
 JU4219
 JU4219  VERT ORDER  -  FIRST     CLASS II
 JU4219
 JU4219.The horizontal coordinates were scaled from a topographic map and have
 JU4219.an estimated accuracy of +/- 6 seconds.
 JU4219
 JU4219.The orthometric height was determined by differential leveling
 JU4219.and adjusted by the National Geodetic Survey in January 1994..
 JU4219
 JU4219.The geoid height was determined by GEOID03.
 JU4219
 JU4219.The dynamic height is computed by dividing the NAVD 88
 JU4219.geopotential number by the normal gravity value computed on the
 JU4219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4219.degrees latitude (g = 980.6199 gals.).
 JU4219
 JU4219.The modeled gravity was interpolated from observed gravity values.
 JU4219
 JU4219;                    North         East    Units  Estimated Accuracy
 JU4219;SPC NJ       -    63,210.      129,120.      MT  (+/- 180 meters Scaled)
 JU4219
 JU4219                          SUPERSEDED SURVEY CONTROL
 JU4219
 JU4219  NGVD 29 (01/10/92)    4.934  (m)           16.19   (f) ADJUSTED    1 2
 JU4219
 JU4219.Superseded values are not recommended for survey control.
 JU4219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4219.See file dsdata.txt to determine how the superseded data were derived.
 JU4219
 JU4219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ221614(NAD 83)
 JU4219_MARKER: R = RIVET
 JU4219_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU4219_SP_SET: CULVERT HEADWALL
 JU4219_MARK LOGO: NONE  
 JU4219_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4219+STABILITY: SURFACE MOTION
 JU4219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4219+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 JU4219
 JU4219  HISTORY     - Date     Condition        Report By
 JU4219  HISTORY     - 1935     MONUMENTED       NJGS
 JU4219  HISTORY     - 19900713 GOOD             NJGS
 JU4219  HISTORY     - 20040918 GOOD             GEOCAC
 JU4219
 JU4219                          STATION DESCRIPTION
 JU4219
 JU4219'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 JU4219'THE STATION IS LOCATED IN ESTELL MANOR CITY, ON THE EAST SIDE OF STATE
 JU4219'ROUTE 50.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE
 JU4219'ROUTE 50 AND U.S. HIGHWAY 40, IN HAMILTON TOWNSHIP, GO 3.4 MI
 JU4219'(5.5 KM) SOUTH ON ROUTE 50 TO THE STATION ON THE LEFT.  THE STATION,
 JU4219'SET IN THE TOP OF A CONCRETE CULVERT HEADWALL, IS 3.15 M (10.33 FT)
 JU4219'EAST FROM THE EDGE OF PAVEMENT OF ROUTE 50, 8.35 M (27.39 FT) EAST
 JU4219'FROM THE CENTER LINE OF ROUTE 50, 12.25 M (40.19 FT) NORTHEAST FROM
 JU4219'POWER POLE BT416135, AND 2.90 M (9.51 FT) NORTH FROM THE SOUTH END OF
 JU4219'THE HEADWALL.
 JU4219
 JU4219                          STATION RECOVERY (2004)
 JU4219
 JU4219'RECOVERY NOTE BY GEOCACHING 2004 (STC)
 JU4219'HANDHELD GPS COORDINATES N 39 24 09.7 W 074 44 33.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0144 ***********************************************************************
 KV0144  DESIGNATION -  RV 19
 KV0144  PID         -  KV0144
 KV0144  STATE/COUNTY-  NJ/BERGEN
 KV0144  USGS QUAD   -  HACKENSACK (1997)
 KV0144
 KV0144                         *CURRENT SURVEY CONTROL
 KV0144  ___________________________________________________________________
 KV0144* NAD 83(1986)-  40 53 38.     (N)    074 02 50.     (W)     SCALED    
 KV0144* NAVD 88     -         6.338  (meters)      20.79   (feet)  ADJUSTED  
 KV0144  ___________________________________________________________________
 KV0144  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 KV0144  DYNAMIC HT  -           6.336 (meters)      20.79  (feet)  COMP
 KV0144  MODELED GRAV-     980,239.1   (mgal)                       NAVD 88
 KV0144
 KV0144  VERT ORDER  -  FIRST     CLASS II
 KV0144
 KV0144.The horizontal coordinates were scaled from a topographic map and have
 KV0144.an estimated accuracy of +/- 6 seconds.
 KV0144
 KV0144.The orthometric height was determined by differential leveling
 KV0144.and adjusted by the National Geodetic Survey in June 1991..
 KV0144
 KV0144.The geoid height was determined by GEOID03.
 KV0144
 KV0144.The dynamic height is computed by dividing the NAVD 88
 KV0144.geopotential number by the normal gravity value computed on the
 KV0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0144.degrees latitude (g = 980.6199 gals.).
 KV0144
 KV0144.The modeled gravity was interpolated from observed gravity values.
 KV0144
 KV0144;                    North         East    Units  Estimated Accuracy
 KV0144;SPC NJ       -   228,860.      188,150.      MT  (+/- 180 meters Scaled)
 KV0144
 KV0144                          SUPERSEDED SURVEY CONTROL
 KV0144
 KV0144  NGVD 29 (??/??/??)    6.643  (m)           21.79   (f) ADJUSTED    1 2
 KV0144
 KV0144.Superseded values are not recommended for survey control.
 KV0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0144.See file dsdata.txt to determine how the superseded data were derived.
 KV0144
 KV0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL802274(NAD 83)
 KV0144_MARKER: R = RIVET
 KV0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0144_SP_SET: CONCRETE TRIANGLE
 KV0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0144
 KV0144  HISTORY     - Date     Condition        Report By
 KV0144  HISTORY     - 1933     MONUMENTED       CGS
 KV0144  HISTORY     - 1934     GOOD             CGS
 KV0144
 KV0144                          STATION DESCRIPTION
 KV0144
 KV0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0144'AT HACKENSACK.
 KV0144'AT HACKENSACK, BERGEN COUNTY, AT THE INTERSECTION OF FIRST STREET
 KV0144'AND PASSAIC AVENUE, 36 FEET SOUTH OF THE CENTERLINE OF FIRST
 KV0144'STREET, 26 FEET WEST OF THE CENTERLINE OF PASSAIC AVENUE, IN THE
 KV0144'NORTHEAST CORNER OF A RAISED CONCRETE TRIANGLE IN FRONT OF A GULF
 KV0144'OIL CORP. SERVICE STATION, AND ABOUT 1 FOOT HIGHER THAN THE
 KV0144'SIDEWALK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0026 ***********************************************************************
 KV0026  DESIGNATION -  RV 2
 KV0026  PID         -  KV0026
 KV0026  STATE/COUNTY-  NJ/MIDDLESEX
 KV0026  USGS QUAD   -  PERTH AMBOY (1981)
 KV0026
 KV0026                         *CURRENT SURVEY CONTROL
 KV0026  ___________________________________________________________________
 KV0026* NAD 83(1986)-  40 33 42.     (N)    074 17 08.     (W)     SCALED    
 KV0026* NAVD 88     -        12.752  (meters)      41.84   (feet)  POSTED    
 KV0026  ___________________________________________________________________
 KV0026  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KV0026  DYNAMIC HT  -          12.750 (meters)      41.83  (feet)  COMP
 KV0026  MODELED GRAV-     980,213.3   (mgal)                       NAVD 88
 KV0026
 KV0026  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KV0026
 KV0026.The horizontal coordinates were scaled from a topographic map and have
 KV0026.an estimated accuracy of +/- 6 seconds.
 KV0026
 KV0026.The orthometric height was determined by differential leveling
 KV0026.and adjusted by the National Geodetic Survey in 1992..
 KV0026.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KV0026.rate of 3.1 thru 4.0 mm/km.
 KV0026
 KV0026.The geoid height was determined by GEOID03.
 KV0026
 KV0026.The dynamic height is computed by dividing the NAVD 88
 KV0026.geopotential number by the normal gravity value computed on the
 KV0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0026.degrees latitude (g = 980.6199 gals.).
 KV0026
 KV0026.The modeled gravity was interpolated from observed gravity values.
 KV0026
 KV0026;                    North         East    Units  Estimated Accuracy
 KV0026;SPC NJ       -   191,900.      168,160.      MT  (+/- 180 meters Scaled)
 KV0026
 KV0026                          SUPERSEDED SURVEY CONTROL
 KV0026
 KV0026  NGVD 29 (??/??/??)   13.096  (m)           42.97   (f) ADJUSTED    1 2
 KV0026
 KV0026.Superseded values are not recommended for survey control.
 KV0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0026.See file dsdata.txt to determine how the superseded data were derived.
 KV0026
 KV0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK604903(NAD 83)
 KV0026_MARKER: R = RIVET
 KV0026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0026_SP_SET: CURB
 KV0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0026
 KV0026  HISTORY     - Date     Condition        Report By
 KV0026  HISTORY     - 1933     MONUMENTED       CGS
 KV0026  HISTORY     - 1963     GOOD             NJDCED
 KV0026
 KV0026                          STATION DESCRIPTION
 KV0026
 KV0026'DESCRIBED BY NJ CONS AND ECON DEV 1963
 KV0026'AT WOODBRIDGE.
 KV0026'AT THE NORTH EDGE OF WOODBRIDGE, AT THE NORTHWEST CORNER OF THE
 KV0026'INTERSECTION OF STATE HIGHWAY 4 AND CHURCH STREET, 36 FEET NORTH
 KV0026'OF THE CENTERLINE OF CHURCH STREET, 15 FEET WEST OF THE
 KV0026'CENTERLINE OF THE HIGHWAY, AND IN THE CONCRETE CURB.  A STANDARD
 KV0026'MONEL-METAL RIVET.  NOTE-- THE NEW JERSEY DEPARTMENT OF
 KV0026'CONSERVATION AND ECONOMIC DEVELOPMENT, REPORTS THAT THE
 KV0026'DESCRIPTION SHOULD READ 20 FEET WEST OF THE CENTERLINE OF THE
 KV0026'HIGHWAY, INSTEAD OF 15 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0146 ***********************************************************************
 KV0146  DESIGNATION -  RV 20
 KV0146  PID         -  KV0146
 KV0146  STATE/COUNTY-  NJ/BERGEN
 KV0146  USGS QUAD   -  HACKENSACK (1997)
 KV0146
 KV0146                         *CURRENT SURVEY CONTROL
 KV0146  ___________________________________________________________________
 KV0146* NAD 83(1986)-  40 54 00.     (N)    074 03 27.     (W)     SCALED    
 KV0146* NAVD 88     -        10.941  (meters)      35.90   (feet)  ADJUSTED  
 KV0146  ___________________________________________________________________
 KV0146  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KV0146  DYNAMIC HT  -          10.937 (meters)      35.88  (feet)  COMP
 KV0146  MODELED GRAV-     980,237.5   (mgal)                       NAVD 88
 KV0146
 KV0146  VERT ORDER  -  FIRST     CLASS II
 KV0146
 KV0146.The horizontal coordinates were scaled from a topographic map and have
 KV0146.an estimated accuracy of +/- 6 seconds.
 KV0146
 KV0146.The orthometric height was determined by differential leveling
 KV0146.and adjusted by the National Geodetic Survey in June 1991..
 KV0146
 KV0146.The geoid height was determined by GEOID03.
 KV0146
 KV0146.The dynamic height is computed by dividing the NAVD 88
 KV0146.geopotential number by the normal gravity value computed on the
 KV0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0146.degrees latitude (g = 980.6199 gals.).
 KV0146
 KV0146.The modeled gravity was interpolated from observed gravity values.
 KV0146
 KV0146;                    North         East    Units  Estimated Accuracy
 KV0146;SPC NJ       -   229,540.      187,280.      MT  (+/- 180 meters Scaled)
 KV0146
 KV0146                          SUPERSEDED SURVEY CONTROL
 KV0146
 KV0146  NGVD 29 (??/??/??)   11.242  (m)           36.88   (f) ADJUSTED    1 2
 KV0146
 KV0146.Superseded values are not recommended for survey control.
 KV0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0146.See file dsdata.txt to determine how the superseded data were derived.
 KV0146
 KV0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL793280(NAD 83)
 KV0146_MARKER: R = RIVET
 KV0146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0146_SP_SET: CULVERT
 KV0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0146
 KV0146  HISTORY     - Date     Condition        Report By
 KV0146  HISTORY     - 1933     MONUMENTED       CGS
 KV0146  HISTORY     - 1934     GOOD             CGS
 KV0146  HISTORY     - 20051124 MARK NOT FOUND   GEOCAC
 KV0146
 KV0146                          STATION DESCRIPTION
 KV0146
 KV0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0146'AT MAYWOOD.
 KV0146'AT MAYWOOD, BERGEN COUNTY, ON PASSAIC AVENUE, AT THE NORTH END OF
 KV0146'ESPLANADE PLACE, AT THE MAYWOOD-HACKENSACK CITY LINE, 30 FEET
 KV0146'NORTH OF THE CENTERLINE OF PASSAIC AVENUE, IN THE TOP OF THE WEST
 KV0146'END OF THE CONCRETE COPING OF A CULVERT, AND LEVEL WITH THE
 KV0146'SIDEWALK.  A STANDARD MONEL-METAL RIVET.
 KV0146
 KV0146                          STATION RECOVERY (2005)
 KV0146
 KV0146'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV0146'THERE IS STILL A CULVERT AT THIS LOCATION, THOUGH IT MAY BE NEWER THAN
 KV0146'1933.  THE COPING IS SEVERAL INCHES ABOVE THE SIDEWALK, AND THERE HAS
 KV0146'BEEN MAJOR PATCHING DONE OVER THE YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9834 ***********************************************************************
 DE9834  DESIGNATION -  RV 2174
 DE9834  PID         -  DE9834
 DE9834  STATE/COUNTY-  NJ/MONMOUTH
 DE9834  USGS QUAD   -  ALLENTOWN (1995)
 DE9834
 DE9834                         *CURRENT SURVEY CONTROL
 DE9834  ___________________________________________________________________
 DE9834* NAD 83(1986)-  40 10 42.     (N)    074 35 01.     (W)     SCALED    
 DE9834* NAVD 88     -        25.339  (meters)      83.13   (feet)  ADJUSTED  
 DE9834  ___________________________________________________________________
 DE9834  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DE9834  DYNAMIC HT  -          25.328 (meters)      83.10  (feet)  COMP
 DE9834  MODELED GRAV-     980,205.3   (mgal)                       NAVD 88
 DE9834
 DE9834  VERT ORDER  -  FIRST     CLASS II
 DE9834
 DE9834.The horizontal coordinates were scaled from a topographic map and have
 DE9834.an estimated accuracy of +/- 6 seconds.
 DE9834
 DE9834.The orthometric height was determined by differential leveling
 DE9834.and adjusted by the National Geodetic Survey in March 2005..
 DE9834
 DE9834.The geoid height was determined by GEOID03.
 DE9834
 DE9834.The dynamic height is computed by dividing the NAVD 88
 DE9834.geopotential number by the normal gravity value computed on the
 DE9834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9834.degrees latitude (g = 980.6199 gals.).
 DE9834
 DE9834.The modeled gravity was interpolated from observed gravity values.
 DE9834
 DE9834;                    North         East    Units  Estimated Accuracy
 DE9834;SPC NJ       -   149,320.      142,880.      MT  (+/- 180 meters Scaled)
 DE9834
 DE9834                          SUPERSEDED SURVEY CONTROL
 DE9834
 DE9834.No superseded survey control is available for this station.
 DE9834
 DE9834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK354476(NAD 83)
 DE9834_MARKER: R = RIVET
 DE9834_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DE9834_SP_SET: LAMP POST BASE
 DE9834_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9834+STABILITY: SURFACE MOTION
 DE9834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9834+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 DE9834
 DE9834  HISTORY     - Date     Condition        Report By
 DE9834  HISTORY     - 2002     MONUMENTED       NJGS
 DE9834  HISTORY     - 20020708 GOOD             NJGS
 DE9834
 DE9834                          STATION DESCRIPTION
 DE9834
 DE9834'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DE9834'THE STATION IS LOCATED IN THE BOROUGH OF ALLENTOWN AT THE SOUTHEAST
 DE9834'CORNER OF THE
 DE9834'INTERSECTION OF WAKER AVENUE, COUNTY ROAD 524, AND MAIN STREET, COUNTY
 DE9834'ROAD 539.  THE
 DE9834'STATION IS A STANDARD MONEL METAL RIVET SET FLUSH IN THE WEST CORNER
 DE9834'OF A CONCRETE
 DE9834'BASE FOR AN OLD IRON LAMP POST IN FRONT OF THE ENTRANCE TO THE FORMER
 DE9834'FARMERS
 DE9834'NATIONAL BANK, A TWO STORY BRICK BUILDING AT 9 NORTH MAIN STREET, NOW
 DE9834'USED FOR PRIVATE
 DE9834'OFFICES.  THE STATION IS 3.9 M SOUTHEAST FROM THE SOUTHEAST CURB OF
 DE9834'NORTH MAIN STREET,
 DE9834'1.8 M NORTHWEST FROM THE CENTERLINE OF THE FRONT DOOR ENTRANCE TO THE
 DE9834'FORMER BANK
 DE9834'BUILDING, AND 0.7 M WEST FROM THE WEST CORNER OF THE FORMER BANK
 DE9834'BUILDING.
 DE9834' 
 DE9834'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0151 ***********************************************************************
 KV0151  DESIGNATION -  RV 22
 KV0151  PID         -  KV0151
 KV0151  STATE/COUNTY-  NJ/BERGEN
 KV0151  USGS QUAD   -  HACKENSACK (1997)
 KV0151
 KV0151                         *CURRENT SURVEY CONTROL
 KV0151  ___________________________________________________________________
 KV0151* NAD 83(1986)-  40 55 28.     (N)    074 06 16.     (W)     SCALED    
 KV0151* NAVD 88     -        20.721  (meters)      67.98   (feet)  ADJUSTED  
 KV0151  ___________________________________________________________________
 KV0151  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KV0151  DYNAMIC HT  -          20.713 (meters)      67.96  (feet)  COMP
 KV0151  MODELED GRAV-     980,228.4   (mgal)                       NAVD 88
 KV0151
 KV0151  VERT ORDER  -  FIRST     CLASS II
 KV0151
 KV0151.The horizontal coordinates were scaled from a topographic map and have
 KV0151.an estimated accuracy of +/- 6 seconds.
 KV0151
 KV0151.The orthometric height was determined by differential leveling
 KV0151.and adjusted by the National Geodetic Survey in June 1991..
 KV0151
 KV0151.The geoid height was determined by GEOID03.
 KV0151
 KV0151.The dynamic height is computed by dividing the NAVD 88
 KV0151.geopotential number by the normal gravity value computed on the
 KV0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0151.degrees latitude (g = 980.6199 gals.).
 KV0151
 KV0151.The modeled gravity was interpolated from observed gravity values.
 KV0151
 KV0151;                    North         East    Units  Estimated Accuracy
 KV0151;SPC NJ       -   232,230.      183,320.      MT  (+/- 180 meters Scaled)
 KV0151
 KV0151                          SUPERSEDED SURVEY CONTROL
 KV0151
 KV0151  NGVD 29 (??/??/??)   21.017  (m)           68.95   (f) ADJUSTED    1 2
 KV0151
 KV0151.Superseded values are not recommended for survey control.
 KV0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0151.See file dsdata.txt to determine how the superseded data were derived.
 KV0151
 KV0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL754307(NAD 83)
 KV0151_MARKER: R = RIVET
 KV0151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0151_SP_SET: CURB
 KV0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0151
 KV0151  HISTORY     - Date     Condition        Report By
 KV0151  HISTORY     - 1933     MONUMENTED       CGS
 KV0151  HISTORY     - 1934     GOOD             CGS
 KV0151
 KV0151                          STATION DESCRIPTION
 KV0151
 KV0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0151'AT WARREN POINT.
 KV0151'AT WARREN POINT, BERGEN COUNTY, ON STATE HIGHWAY 4, ABOUT 1,500
 KV0151'FEET WEST OF THE HIGHWAY BRIDGE OVER SADDLE RIVER, AT A GOLF
 KV0151'PRACTICE RANGE, 33 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 KV0151'AT THE BASE OF POLE L 431-25, AND IN THE TOP OF THE WEST CONCRETE
 KV0151'CURB.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4234 ***********************************************************************
 JU4234  DESIGNATION -  RV 2248
 JU4234  PID         -  JU4234
 JU4234  STATE/COUNTY-  NJ/OCEAN
 JU4234  USGS QUAD   -  FORKED RIVER (1989)
 JU4234
 JU4234                         *CURRENT SURVEY CONTROL
 JU4234  ___________________________________________________________________
 JU4234* NAD 83(1986)-  39 51 44.     (N)    074 10 22.     (W)     SCALED    
 JU4234* NAVD 88     -         8.880  (meters)      29.13   (feet)  ADJUSTED  
 JU4234  ___________________________________________________________________
 JU4234  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU4234  DYNAMIC HT  -           8.876 (meters)      29.12  (feet)  COMP
 JU4234  MODELED GRAV-     980,164.1   (mgal)                       NAVD 88
 JU4234
 JU4234  VERT ORDER  -  FIRST     CLASS II
 JU4234
 JU4234.The horizontal coordinates were scaled from a topographic map and have
 JU4234.an estimated accuracy of +/- 6 seconds.
 JU4234
 JU4234.The orthometric height was determined by differential leveling
 JU4234.and adjusted by the National Geodetic Survey in January 1994..
 JU4234
 JU4234.The geoid height was determined by GEOID03.
 JU4234
 JU4234.The dynamic height is computed by dividing the NAVD 88
 JU4234.geopotential number by the normal gravity value computed on the
 JU4234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4234.degrees latitude (g = 980.6199 gals.).
 JU4234
 JU4234.The modeled gravity was interpolated from observed gravity values.
 JU4234
 JU4234;                    North         East    Units  Estimated Accuracy
 JU4234;SPC NJ       -   114,270.      178,000.      MT  (+/- 180 meters Scaled)
 JU4234
 JU4234                          SUPERSEDED SURVEY CONTROL
 JU4234
 JU4234  NGVD 29 (01/10/92)    9.252  (m)           30.35   (f) ADJUSTED    1 2
 JU4234
 JU4234.Superseded values are not recommended for survey control.
 JU4234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4234.See file dsdata.txt to determine how the superseded data were derived.
 JU4234
 JU4234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK707127(NAD 83)
 JU4234_MARKER: R = RIVET
 JU4234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU4234_SP_SET: CONCRETE STEPS
 JU4234_MARK LOGO: NONE  
 JU4234_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU4234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4234+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 JU4234
 JU4234  HISTORY     - Date     Condition        Report By
 JU4234  HISTORY     - UNK      MONUMENTED       NJGS
 JU4234  HISTORY     - 19910312 GOOD             NJGS
 JU4234  HISTORY     - 19961014 GOOD             USPSQD
 JU4234
 JU4234                          STATION DESCRIPTION
 JU4234
 JU4234'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 JU4234'THE STATION IS LOCATED IN LACEY TOWNSHIP ON THE NORTHWEST SIDE OF U.S.
 JU4234'HIGHWAY 9.  TO REACH THE STATION FROM THE U.S. HIGHWAY 9 BRIDGE
 JU4234'CROSSING CEDAR CREEK, GO ABOUT 0.85 KM (0.53 MI) SOUTH ON U.S.
 JU4234'HIGHWAY 9 TO THE STATION ON THE RIGHT.  THE STATION IS A STANDARD
 JU4234'MONEL METAL RIVET SET AT THE NORTH END TOP OF CONCRETE STEPS OPPOSITE
 JU4234'THE EASTBOUND LANES OF LAUREL BOULEVARD.
 JU4234
 JU4234                          STATION RECOVERY (1996)
 JU4234
 JU4234'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU4234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0154 ***********************************************************************
 KV0154  DESIGNATION -  RV 23
 KV0154  PID         -  KV0154
 KV0154  STATE/COUNTY-  NJ/BERGEN
 KV0154  USGS QUAD   -  HACKENSACK (1997)
 KV0154
 KV0154                         *CURRENT SURVEY CONTROL
 KV0154  ___________________________________________________________________
 KV0154* NAD 83(1986)-  40 55 26.     (N)    074 06 28.     (W)     SCALED    
 KV0154* NAVD 88     -        21.407  (meters)      70.23   (feet)  ADJUSTED  
 KV0154  ___________________________________________________________________
 KV0154  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KV0154  DYNAMIC HT  -          21.399 (meters)      70.21  (feet)  COMP
 KV0154  MODELED GRAV-     980,227.7   (mgal)                       NAVD 88
 KV0154
 KV0154  VERT ORDER  -  FIRST     CLASS II
 KV0154
 KV0154.The horizontal coordinates were scaled from a topographic map and have
 KV0154.an estimated accuracy of +/- 6 seconds.
 KV0154
 KV0154.The orthometric height was determined by differential leveling
 KV0154.and adjusted by the National Geodetic Survey in June 1991..
 KV0154
 KV0154.The geoid height was determined by GEOID03.
 KV0154
 KV0154.The dynamic height is computed by dividing the NAVD 88
 KV0154.geopotential number by the normal gravity value computed on the
 KV0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0154.degrees latitude (g = 980.6199 gals.).
 KV0154
 KV0154.The modeled gravity was interpolated from observed gravity values.
 KV0154
 KV0154;                    North         East    Units  Estimated Accuracy
 KV0154;SPC NJ       -   232,170.      183,030.      MT  (+/- 180 meters Scaled)
 KV0154
 KV0154                          SUPERSEDED SURVEY CONTROL
 KV0154
 KV0154  NGVD 29 (??/??/??)   21.703  (m)           71.20   (f) ADJUSTED    1 2
 KV0154
 KV0154.Superseded values are not recommended for survey control.
 KV0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0154.See file dsdata.txt to determine how the superseded data were derived.
 KV0154
 KV0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL751306(NAD 83)
 KV0154_MARKER: R = RIVET
 KV0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0154_SP_SET: CURB
 KV0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0154
 KV0154  HISTORY     - Date     Condition        Report By
 KV0154  HISTORY     - 1933     MONUMENTED       CGS
 KV0154  HISTORY     - 1934     GOOD             CGS
 KV0154
 KV0154                          STATION DESCRIPTION
 KV0154
 KV0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0154'AT WARREN POINT.
 KV0154'AT WARREN POINT, BERGEN COUNTY, AT THE INTERSECTION OF STATE
 KV0154'HIGHWAY 4 AND FIFTH AVENUE, 1/2 MILE EAST OF THE ERIE RAILROAD
 KV0154'OVERHEAD CROSSING, 30 FEET NORTH OF THE CENTERLINE OF THE
 KV0154'HIGHWAY, 15 FEET WEST OF THE CENTERLINE OF THE AVENUE, AND IN
 KV0154'THE TOP OF THE CONCRETE CURB.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0158 ***********************************************************************
 KV0158  DESIGNATION -  RV 24
 KV0158  PID         -  KV0158
 KV0158  STATE/COUNTY-  NJ/PASSAIC
 KV0158  USGS QUAD   -  PATERSON (1995)
 KV0158
 KV0158                         *CURRENT SURVEY CONTROL
 KV0158  ___________________________________________________________________
 KV0158* NAD 83(1986)-  40 55 06.     (N)    074 08 43.     (W)     SCALED    
 KV0158* NAVD 88     -        22.905  (meters)      75.15   (feet)  ADJUSTED  
 KV0158  ___________________________________________________________________
 KV0158  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV0158  DYNAMIC HT  -          22.896 (meters)      75.12  (feet)  COMP
 KV0158  MODELED GRAV-     980,218.0   (mgal)                       NAVD 88
 KV0158
 KV0158  VERT ORDER  -  FIRST     CLASS II
 KV0158
 KV0158.The horizontal coordinates were scaled from a topographic map and have
 KV0158.an estimated accuracy of +/- 6 seconds.
 KV0158
 KV0158.The orthometric height was determined by differential leveling
 KV0158.and adjusted by the National Geodetic Survey in June 1991..
 KV0158
 KV0158.The geoid height was determined by GEOID03.
 KV0158
 KV0158.The dynamic height is computed by dividing the NAVD 88
 KV0158.geopotential number by the normal gravity value computed on the
 KV0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0158.degrees latitude (g = 980.6199 gals.).
 KV0158
 KV0158.The modeled gravity was interpolated from observed gravity values.
 KV0158
 KV0158;                    North         East    Units  Estimated Accuracy
 KV0158;SPC NJ       -   231,540.      179,880.      MT  (+/- 180 meters Scaled)
 KV0158
 KV0158                          SUPERSEDED SURVEY CONTROL
 KV0158
 KV0158  NGVD 29 (??/??/??)   23.197  (m)           76.11   (f) ADJUSTED    1 2
 KV0158
 KV0158.Superseded values are not recommended for survey control.
 KV0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0158.See file dsdata.txt to determine how the superseded data were derived.
 KV0158
 KV0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL719300(NAD 83)
 KV0158_MARKER: R = RIVET
 KV0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0158_SP_SET: FOUNDATION
 KV0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0158
 KV0158  HISTORY     - Date     Condition        Report By
 KV0158  HISTORY     - 1933     MONUMENTED       CGS
 KV0158  HISTORY     - 1944     GOOD             CGS
 KV0158  HISTORY     - 19920226 MARK NOT FOUND   NJGS
 KV0158
 KV0158                          STATION DESCRIPTION
 KV0158
 KV0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV0158'AT PATERSON.
 KV0158'AT PATERSON, PASSAIC COUNTY, AT THE INTERSECTION OF BROADWAY
 KV0158'AND EAST TWENTY-NINTH STREET, 33 FEET EAST OF THE CENTERLINE OF
 KV0158'EAST TWENTY-NINTH STREET, 24 FEET SOUTH OF THE CENTERLINE OF
 KV0158'BROADWAY, IN THE TOP OF THE NORTH SIDE OF THE CIRCULAR CONCRETE
 KV0158'FOUNDATION OF A METAL TELEPHONE POLE, AND 7-1/2 INCHES SOUTH
 KV0158'OF THE SOUTH CURB OF BROADWAY.  A STANDARD MONEL-METAL RIVET.
 KV0158
 KV0158                          STATION RECOVERY (1992)
 KV0158
 KV0158'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KV0158'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A SEARCH BY A TWO
 KV0158'MAN PARTY.  THE METAL TELEPHONE POLE AND ITS CONCRETE FOUNDATION HAVE
 KV0158'BEEN REMOVED.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0800 ***********************************************************************
 LY0800  DESIGNATION -  RV 2448
 LY0800  PID         -  LY0800
 LY0800  STATE/COUNTY-  NJ/SUSSEX
 LY0800  USGS QUAD   -  CULVERS GAP (1997)
 LY0800
 LY0800                         *CURRENT SURVEY CONTROL
 LY0800  ___________________________________________________________________
 LY0800* NAD 83(1986)-  41 10 43.     (N)    074 47 37.     (W)     SCALED    
 LY0800* NAVD 88     -       275.841  (meters)     904.99   (feet)  ADJUSTED  
 LY0800  ___________________________________________________________________
 LY0800  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 LY0800  DYNAMIC HT  -         275.720 (meters)     904.59  (feet)  COMP
 LY0800  MODELED GRAV-     980,179.7   (mgal)                       NAVD 88
 LY0800
 LY0800  VERT ORDER  -  SECOND    CLASS 0
 LY0800
 LY0800.The horizontal coordinates were scaled from a topographic map and have
 LY0800.an estimated accuracy of +/- 6 seconds.
 LY0800
 LY0800.The orthometric height was determined by differential leveling
 LY0800.and adjusted by the National Geodetic Survey in June 1991..
 LY0800
 LY0800.The geoid height was determined by GEOID03.
 LY0800
 LY0800.The dynamic height is computed by dividing the NAVD 88
 LY0800.geopotential number by the normal gravity value computed on the
 LY0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0800.degrees latitude (g = 980.6199 gals.).
 LY0800
 LY0800.The modeled gravity was interpolated from observed gravity values.
 LY0800
 LY0800;                    North         East    Units  Estimated Accuracy
 LY0800;SPC NJ       -   260,420.      125,370.      MT  (+/- 180 meters Scaled)
 LY0800
 LY0800                          SUPERSEDED SURVEY CONTROL
 LY0800
 LY0800  NGVD 29 (??/??/92)  276.029  (m)          905.61   (f) ADJ UNCH    2 0
 LY0800
 LY0800.Superseded values are not recommended for survey control.
 LY0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0800.See file dsdata.txt to determine how the superseded data were derived.
 LY0800
 LY0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL173586(NAD 83)
 LY0800_MARKER: DB = BENCH MARK DISK
 LY0800_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0800_SP_SET: BRIDGE
 LY0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0800
 LY0800  HISTORY     - Date     Condition        Report By
 LY0800  HISTORY     - UNK      MONUMENTED       NJGS
 LY0800  HISTORY     - 1942     GOOD             NGS
 LY0800  HISTORY     - 20031109 GOOD             INDIV
 LY0800
 LY0800                          STATION DESCRIPTION
 LY0800
 LY0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0800'4 MI SE FROM LAYTON.
 LY0800'2.4 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0800'AT LAYTON, THENCE 1.6 MILES SOUTH ALONG STATE HIGHWAY NO. S 31,
 LY0800'AT A CONCRETE BRIDGE WHICH IS AT THE NORTHEAST END OF KITTATINNY
 LY0800'LAKE.  A STANDARD MONEL METAL RIVET, SET IN THE TOP OF THE
 LY0800'SOUTHEAST END OF THE SOUTHWEST HEAD WALL, AND 23 FEET SOUTHWEST
 LY0800'OF THE CENTER LINE OF THE HIGHWAY.
 LY0800
 LY0800                          STATION RECOVERY (2003)
 LY0800
 LY0800'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ZKM)
 LY0800' 
 LY0800'MARK RECOVERED IN GOOD CONDITION.  STATE HIGHWAY NO. S 31 IS NOW US
 LY0800'ROUTE 206.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0799 ***********************************************************************
 LY0799  DESIGNATION -  RV 2449
 LY0799  PID         -  LY0799
 LY0799  STATE/COUNTY-  NJ/SUSSEX
 LY0799  USGS QUAD   -  CULVERS GAP (1997)
 LY0799
 LY0799                         *CURRENT SURVEY CONTROL
 LY0799  ___________________________________________________________________
 LY0799* NAD 83(1986)-  41 11 03.     (N)    074 47 51.     (W)     SCALED    
 LY0799* NAVD 88     -       262.825  (meters)     862.28   (feet)  ADJUSTED  
 LY0799  ___________________________________________________________________
 LY0799  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 LY0799  DYNAMIC HT  -         262.710 (meters)     861.91  (feet)  COMP
 LY0799  MODELED GRAV-     980,181.8   (mgal)                       NAVD 88
 LY0799
 LY0799  VERT ORDER  -  SECOND    CLASS 0
 LY0799
 LY0799.The horizontal coordinates were scaled from a topographic map and have
 LY0799.an estimated accuracy of +/- 6 seconds.
 LY0799
 LY0799.The orthometric height was determined by differential leveling
 LY0799.and adjusted by the National Geodetic Survey in June 1991..
 LY0799
 LY0799.The geoid height was determined by GEOID03.
 LY0799
 LY0799.The dynamic height is computed by dividing the NAVD 88
 LY0799.geopotential number by the normal gravity value computed on the
 LY0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0799.degrees latitude (g = 980.6199 gals.).
 LY0799
 LY0799.The modeled gravity was interpolated from observed gravity values.
 LY0799
 LY0799;                    North         East    Units  Estimated Accuracy
 LY0799;SPC NJ       -   261,040.      125,040.      MT  (+/- 180 meters Scaled)
 LY0799
 LY0799                          SUPERSEDED SURVEY CONTROL
 LY0799
 LY0799  NGVD 29 (??/??/92)  263.012  (m)          862.90   (f) ADJ UNCH    2 0
 LY0799
 LY0799.Superseded values are not recommended for survey control.
 LY0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0799.See file dsdata.txt to determine how the superseded data were derived.
 LY0799
 LY0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL169592(NAD 83)
 LY0799_MARKER: DB = BENCH MARK DISK
 LY0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0799+STABILITY: SURFACE MOTION
 LY0799
 LY0799  HISTORY     - Date     Condition        Report By
 LY0799  HISTORY     - UNK      MONUMENTED       NJGS
 LY0799  HISTORY     - 1942     GOOD             NGS
 LY0799
 LY0799                          STATION DESCRIPTION
 LY0799
 LY0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0799'3.6 MI SE FROM LAYTON.
 LY0799'2.4 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0799'AT LAYTON, THENCE 1.2 MILES SOUTH ALONG STATE HIGHWAY NO. S 31,
 LY0799'AT AN INTERSECTION OF THE HIGHWAY AND A BLACK TOP ROAD LEADING
 LY0799'NORTHEAST TO CAMP MADELINE, 73 FEET SOUTH OF POWER LINE POLE NO.
 LY0799'SD 200, 27.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LY0799'21 FEET SOUTH OF THE SOUTHEAST END OF A ROADWAY CABLE GUARD RAIL,
 LY0799'1.2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT
 LY0799'SOUTHEAST OF A STANDARD REFERENCE POST.  A STANDARD MONEL METAL
 LY0799'RIVET, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0796 ***********************************************************************
 LY0796  DESIGNATION -  RV 2451
 LY0796  PID         -  LY0796
 LY0796  STATE/COUNTY-  NJ/SUSSEX
 LY0796  USGS QUAD   -  CULVERS GAP (1997)
 LY0796
 LY0796                         *CURRENT SURVEY CONTROL
 LY0796  ___________________________________________________________________
 LY0796* NAD 83(1986)-  41 11 59.     (N)    074 48 47.     (W)     SCALED    
 LY0796* NAVD 88     -       154.556  (meters)     507.07   (feet)  ADJUSTED  
 LY0796  ___________________________________________________________________
 LY0796  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LY0796  DYNAMIC HT  -         154.489 (meters)     506.85  (feet)  COMP
 LY0796  MODELED GRAV-     980,190.2   (mgal)                       NAVD 88
 LY0796
 LY0796  VERT ORDER  -  SECOND    CLASS 0
 LY0796
 LY0796.The horizontal coordinates were scaled from a topographic map and have
 LY0796.an estimated accuracy of +/- 6 seconds.
 LY0796
 LY0796.The orthometric height was determined by differential leveling
 LY0796.and adjusted by the National Geodetic Survey in June 1991..
 LY0796
 LY0796.The geoid height was determined by GEOID03.
 LY0796
 LY0796.The dynamic height is computed by dividing the NAVD 88
 LY0796.geopotential number by the normal gravity value computed on the
 LY0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0796.degrees latitude (g = 980.6199 gals.).
 LY0796
 LY0796.The modeled gravity was interpolated from observed gravity values.
 LY0796
 LY0796;                    North         East    Units  Estimated Accuracy
 LY0796;SPC NJ       -   262,770.      123,740.      MT  (+/- 180 meters Scaled)
 LY0796
 LY0796                          SUPERSEDED SURVEY CONTROL
 LY0796
 LY0796  NGVD 29 (??/??/92)  154.744  (m)          507.69   (f) ADJ UNCH    2 0
 LY0796
 LY0796.Superseded values are not recommended for survey control.
 LY0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0796.See file dsdata.txt to determine how the superseded data were derived.
 LY0796
 LY0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL156609(NAD 83)
 LY0796_MARKER: R = RIVET
 LY0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0796+STABILITY: SURFACE MOTION
 LY0796
 LY0796  HISTORY     - Date     Condition        Report By
 LY0796  HISTORY     - UNK      MONUMENTED       NJGS
 LY0796  HISTORY     - 1942     GOOD             NGS
 LY0796  HISTORY     - 19950110 MARK NOT FOUND   NJGS
 LY0796
 LY0796                          STATION DESCRIPTION
 LY0796
 LY0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0796'1.8 MI SE FROM LAYTON.
 LY0796'1.8 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0796'AT LAYTON, ABOUT 400 FEET SOUTHEAST OF THE BRIDGE OVER BIG FLAT
 LY0796'BROOK, 48 FEET NORTH OF TELEPHONE POLE NO. 1143, 28.7 FEET
 LY0796'SOUTHWEST OF A SPIKE IN AN 8-INCH APPLE TREE, 24.3 FEET NORTHEAST
 LY0796'OF THE CENTER LINE OF THE ROAD, AND 1.6 FEET SOUTHWEST OF A
 LY0796'STANDARD REFERENCE POST.  A STANDARD MONEL METAL RIVET, SET IN
 LY0796'THE TOP OF A CONCRETE POST, AND LEVEL WITH THE SURFACE OF THE
 LY0796'GROUND.
 LY0796
 LY0796                          STATION RECOVERY (1995)
 LY0796
 LY0796'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0796'THE STATION NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0794 ***********************************************************************
 LY0794  DESIGNATION -  RV 2452
 LY0794  PID         -  LY0794
 LY0794  STATE/COUNTY-  NJ/SUSSEX
 LY0794  USGS QUAD   -  CULVERS GAP (1997)
 LY0794
 LY0794                         *CURRENT SURVEY CONTROL
 LY0794  ___________________________________________________________________
 LY0794* NAD 83(1986)-  41 12 08.     (N)    074 49 17.     (W)     SCALED    
 LY0794* NAVD 88     -       161.571  (meters)     530.09   (feet)  ADJUSTED  
 LY0794  ___________________________________________________________________
 LY0794  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LY0794  DYNAMIC HT  -         161.501 (meters)     529.86  (feet)  COMP
 LY0794  MODELED GRAV-     980,192.9   (mgal)                       NAVD 88
 LY0794
 LY0794  VERT ORDER  -  SECOND    CLASS 0
 LY0794
 LY0794.The horizontal coordinates were scaled from a topographic map and have
 LY0794.an estimated accuracy of +/- 6 seconds.
 LY0794
 LY0794.The orthometric height was determined by differential leveling
 LY0794.and adjusted by the National Geodetic Survey in June 1991..
 LY0794
 LY0794.The geoid height was determined by GEOID03.
 LY0794
 LY0794.The dynamic height is computed by dividing the NAVD 88
 LY0794.geopotential number by the normal gravity value computed on the
 LY0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0794.degrees latitude (g = 980.6199 gals.).
 LY0794
 LY0794.The modeled gravity was interpolated from observed gravity values.
 LY0794
 LY0794;                    North         East    Units  Estimated Accuracy
 LY0794;SPC NJ       -   263,050.      123,050.      MT  (+/- 180 meters Scaled)
 LY0794
 LY0794                          SUPERSEDED SURVEY CONTROL
 LY0794
 LY0794  NGVD 29 (??/??/92)  161.758  (m)          530.70   (f) ADJ UNCH    2 0
 LY0794
 LY0794.Superseded values are not recommended for survey control.
 LY0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0794.See file dsdata.txt to determine how the superseded data were derived.
 LY0794
 LY0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL149612(NAD 83)
 LY0794_MARKER: DB = BENCH MARK DISK
 LY0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0794+STABILITY: SURFACE MOTION
 LY0794
 LY0794  HISTORY     - Date     Condition        Report By
 LY0794  HISTORY     - UNK      MONUMENTED       NJGS
 LY0794  HISTORY     - 1942     GOOD             NGS
 LY0794  HISTORY     - 1954     MARK NOT FOUND   USGS
 LY0794  HISTORY     - 19950110 MARK NOT FOUND   NJGS
 LY0794
 LY0794                          STATION DESCRIPTION
 LY0794
 LY0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0794'1.3 MI S FROM LAYTON.
 LY0794'1.3 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT
 LY0794'LAYTON, 92 FEET SOUTH OF TELEPHONE POLE NO. 1161, 64 FEET
 LY0794'NORTHWEST OF TELEPHONE POLE NO. 1160 1/2, 30 FEET WEST OF THE
 LY0794'CENTER LINE OF THE ROAD, 19.4 FEET NORTH OF THE CENTER OF AN
 LY0794'ANCHOR GUARD RAIL POST, AND 1.0 FOOT EAST OF A STANDARD REFERENCE
 LY0794'POST.  A STANDARD MONEL METAL RIVET, SET IN THE TOP OF A CONCRETE
 LY0794'POST.
 LY0794
 LY0794                          STATION RECOVERY (1954)
 LY0794
 LY0794'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LY0794'MARK NOT FOUND.
 LY0794
 LY0794                          STATION RECOVERY (1995)
 LY0794
 LY0794'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0794'THE STATION NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0790 ***********************************************************************
 LY0790  DESIGNATION -  RV 2453
 LY0790  PID         -  LY0790
 LY0790  STATE/COUNTY-  NJ/SUSSEX
 LY0790  USGS QUAD   -  CULVERS GAP (1997)
 LY0790
 LY0790                         *CURRENT SURVEY CONTROL
 LY0790  ___________________________________________________________________
 LY0790* NAD 83(1986)-  41 12 57.     (N)    074 49 43.     (W)     SCALED    
 LY0790* NAVD 88     -       171.229  (meters)     561.77   (feet)  ADJUSTED  
 LY0790  ___________________________________________________________________
 LY0790  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LY0790  DYNAMIC HT  -         171.157 (meters)     561.54  (feet)  COMP
 LY0790  MODELED GRAV-     980,198.5   (mgal)                       NAVD 88
 LY0790
 LY0790  VERT ORDER  -  SECOND    CLASS 0
 LY0790
 LY0790.The horizontal coordinates were scaled from a topographic map and have
 LY0790.an estimated accuracy of +/- 6 seconds.
 LY0790
 LY0790.The orthometric height was determined by differential leveling
 LY0790.and adjusted by the National Geodetic Survey in June 1991..
 LY0790
 LY0790.The geoid height was determined by GEOID03.
 LY0790
 LY0790.The dynamic height is computed by dividing the NAVD 88
 LY0790.geopotential number by the normal gravity value computed on the
 LY0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0790.degrees latitude (g = 980.6199 gals.).
 LY0790
 LY0790.The modeled gravity was interpolated from observed gravity values.
 LY0790
 LY0790;                    North         East    Units  Estimated Accuracy
 LY0790;SPC NJ       -   264,570.      122,450.      MT  (+/- 180 meters Scaled)
 LY0790
 LY0790                          SUPERSEDED SURVEY CONTROL
 LY0790
 LY0790  NGVD 29 (??/??/92)  171.416  (m)          562.39   (f) ADJ UNCH    2 0
 LY0790
 LY0790.Superseded values are not recommended for survey control.
 LY0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0790.See file dsdata.txt to determine how the superseded data were derived.
 LY0790
 LY0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL143627(NAD 83)
 LY0790_MARKER: DB = BENCH MARK DISK
 LY0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0790_SP_SET: CULVERT
 LY0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0790
 LY0790  HISTORY     - Date     Condition        Report By
 LY0790  HISTORY     - UNK      MONUMENTED       NJGS
 LY0790  HISTORY     - 1942     GOOD             NGS
 LY0790  HISTORY     - 19950110 MARK NOT FOUND   NJGS
 LY0790
 LY0790                          STATION DESCRIPTION
 LY0790
 LY0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0790'0.1 MI N FROM LAYTON.
 LY0790'0.1 MILE NORTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT
 LY0790'LAYTON, AT A SKEWED CONCRETE ARCH CULVERT.  A STANDARD MONEL
 LY0790'METAL RIVET, SET IN THE TOP OF THE SOUTHWEST END OF THE EAST
 LY0790'HEAD WALL, AND 18 FEET EAST OF THE CENTER LINE OF THE ROAD.
 LY0790
 LY0790                          STATION RECOVERY (1995)
 LY0790
 LY0790'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0790'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 LY0790'SEARCH BY A TWO MAN PARTY.  THE BRIDGE HAS BEEN REPLACED SINCE THE
 LY0790'LAST RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0787 ***********************************************************************
 LY0787  DESIGNATION -  RV 2454
 LY0787  PID         -  LY0787
 LY0787  STATE/COUNTY-  NJ/SUSSEX
 LY0787  USGS QUAD   -  CULVERS GAP (1997)
 LY0787
 LY0787                         *CURRENT SURVEY CONTROL
 LY0787  ___________________________________________________________________
 LY0787* NAD 83(1986)-  41 13 49.     (N)    074 50 12.     (W)     SCALED    
 LY0787* NAVD 88     -       222.451  (meters)     729.82   (feet)  ADJUSTED  
 LY0787  ___________________________________________________________________
 LY0787  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 LY0787  DYNAMIC HT  -         222.359 (meters)     729.52  (feet)  COMP
 LY0787  MODELED GRAV-     980,203.1   (mgal)                       NAVD 88
 LY0787
 LY0787  VERT ORDER  -  SECOND    CLASS 0
 LY0787
 LY0787.The horizontal coordinates were scaled from a topographic map and have
 LY0787.an estimated accuracy of +/- 6 seconds.
 LY0787
 LY0787.The orthometric height was determined by differential leveling
 LY0787.and adjusted by the National Geodetic Survey in June 1991..
 LY0787
 LY0787.The geoid height was determined by GEOID03.
 LY0787
 LY0787.The dynamic height is computed by dividing the NAVD 88
 LY0787.geopotential number by the normal gravity value computed on the
 LY0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0787.degrees latitude (g = 980.6199 gals.).
 LY0787
 LY0787.The modeled gravity was interpolated from observed gravity values.
 LY0787
 LY0787;                    North         East    Units  Estimated Accuracy
 LY0787;SPC NJ       -   266,170.      121,780.      MT  (+/- 180 meters Scaled)
 LY0787
 LY0787                          SUPERSEDED SURVEY CONTROL
 LY0787
 LY0787  NGVD 29 (??/??/92)  222.637  (m)          730.43   (f) ADJ UNCH    2 0
 LY0787
 LY0787.Superseded values are not recommended for survey control.
 LY0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0787.See file dsdata.txt to determine how the superseded data were derived.
 LY0787
 LY0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL136643(NAD 83)
 LY0787_MARKER: R = RIVET
 LY0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0787+STABILITY: SURFACE MOTION
 LY0787
 LY0787  HISTORY     - Date     Condition        Report By
 LY0787  HISTORY     - UNK      MONUMENTED       NJGS
 LY0787  HISTORY     - 1942     GOOD             NGS
 LY0787  HISTORY     - 19950110 MARK NOT FOUND   NJGS
 LY0787
 LY0787                          STATION DESCRIPTION
 LY0787
 LY0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0787'1.3 MI NW FROM LAYTON.
 LY0787'1.3 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0787'AT LAYTON, 133.2 FEET NORTHEAST OF THE NORTH CORNER OF A SMALL
 LY0787'WHITE FARMHOUSE, 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 LY0787'23 FEET EAST OF POWER LINE POLE NO. SD 420, 4 FEET NORTH OF THE
 LY0787'RIGHT-OF-WAY FENCE, AND 1 FOOT NORTH OF A STANDARD REFERENCE
 LY0787'POST.  A STANDARD MONEL METAL RIVET, SET IN THE TOP OF A CONCRETE
 LY0787'POST.
 LY0787
 LY0787                          STATION RECOVERY (1995)
 LY0787
 LY0787'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0787'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 LY0787'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0785 ***********************************************************************
 LY0785  DESIGNATION -  RV 2455
 LY0785  PID         -  LY0785
 LY0785  STATE/COUNTY-  NJ/SUSSEX
 LY0785  USGS QUAD   -  CULVERS GAP (1997)
 LY0785
 LY0785                         *CURRENT SURVEY CONTROL
 LY0785  ___________________________________________________________________
 LY0785* NAD 83(1986)-  41 13 38.     (N)    074 50 39.     (W)     SCALED    
 LY0785* NAVD 88     -       192.910  (meters)     632.91   (feet)  ADJUSTED  
 LY0785  ___________________________________________________________________
 LY0785  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LY0785  DYNAMIC HT  -         192.830 (meters)     632.64  (feet)  COMP
 LY0785  MODELED GRAV-     980,203.4   (mgal)                       NAVD 88
 LY0785
 LY0785  VERT ORDER  -  SECOND    CLASS 0
 LY0785
 LY0785.The horizontal coordinates were scaled from a topographic map and have
 LY0785.an estimated accuracy of +/- 6 seconds.
 LY0785
 LY0785.The orthometric height was determined by differential leveling
 LY0785.and adjusted by the National Geodetic Survey in June 1991..
 LY0785
 LY0785.The geoid height was determined by GEOID03.
 LY0785
 LY0785.The dynamic height is computed by dividing the NAVD 88
 LY0785.geopotential number by the normal gravity value computed on the
 LY0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0785.degrees latitude (g = 980.6199 gals.).
 LY0785
 LY0785.The modeled gravity was interpolated from observed gravity values.
 LY0785
 LY0785;                    North         East    Units  Estimated Accuracy
 LY0785;SPC NJ       -   265,840.      121,150.      MT  (+/- 180 meters Scaled)
 LY0785
 LY0785                          SUPERSEDED SURVEY CONTROL
 LY0785
 LY0785  NGVD 29 (??/??/92)  193.096  (m)          633.52   (f) ADJ UNCH    2 0
 LY0785
 LY0785.Superseded values are not recommended for survey control.
 LY0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0785.See file dsdata.txt to determine how the superseded data were derived.
 LY0785
 LY0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL130639(NAD 83)
 LY0785_MARKER: DB = BENCH MARK DISK
 LY0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0785+STABILITY: SURFACE MOTION
 LY0785
 LY0785  HISTORY     - Date     Condition        Report By
 LY0785  HISTORY     - UNK      MONUMENTED       NJGS
 LY0785  HISTORY     - 1942     GOOD             NGS
 LY0785  HISTORY     - 1954     MARK NOT FOUND   USGS
 LY0785  HISTORY     - 19950110 MARK NOT FOUND   NJGS
 LY0785
 LY0785                          STATION DESCRIPTION
 LY0785
 LY0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0785'1.7 MI E FROM DINGMANS FERRY.
 LY0785'1.7 MILES EAST ALONG A BLACK TOP ROAD FROM THE DINGMANS FERRY
 LY0785'GARAGE AT DINGMANS FERRY, 0.3 MILE SOUTHWEST OF AN INTERSECTION
 LY0785'OF THE BLACK TOP ROAD AND A GRAVEL ROAD LEADING NORTHEAST OF
 LY0785'KITTATINNY CAMP, IN THE EDGE OF A PASTURE, 21 FEET NORTHWEST OF
 LY0785'THE CENTER LINE OF THE ROAD, 9 FEET WEST OF THE SOUTHWEST END
 LY0785'OF A ROADWAY GUARD RAIL, 1.2 FEET SOUTHEAST OF A STANDARD
 LY0785'REFERENCE POST, AND 2 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 LY0785'A STANDARD MONEL METAL RIVET, SET IN THE TOP OF A CONCRETE POST.
 LY0785
 LY0785                          STATION RECOVERY (1954)
 LY0785
 LY0785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LY0785'MARK NOT FOUND.
 LY0785
 LY0785                          STATION RECOVERY (1995)
 LY0785
 LY0785'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0785'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 LY0785'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0751 ***********************************************************************
 LY0751  DESIGNATION -  RV 2460
 LY0751  PID         -  LY0751
 LY0751  STATE/COUNTY-  NJ/SUSSEX
 LY0751  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY0751
 LY0751                         *CURRENT SURVEY CONTROL
 LY0751  ___________________________________________________________________
 LY0751* NAD 83(1986)-  41 05 40.     (N)    074 57 32.     (W)     SCALED    
 LY0751* NAVD 88     -       207.420  (meters)     680.51   (feet)  ADJUSTED  
 LY0751  ___________________________________________________________________
 LY0751  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 LY0751  DYNAMIC HT  -         207.329 (meters)     680.21  (feet)  COMP
 LY0751  MODELED GRAV-     980,181.6   (mgal)                       NAVD 88
 LY0751
 LY0751  VERT ORDER  -  SECOND    CLASS 0
 LY0751
 LY0751.The horizontal coordinates were scaled from a topographic map and have
 LY0751.an estimated accuracy of +/- 6 seconds.
 LY0751
 LY0751.The orthometric height was determined by differential leveling
 LY0751.and adjusted by the National Geodetic Survey in June 1991..
 LY0751
 LY0751.The geoid height was determined by GEOID03.
 LY0751
 LY0751.The dynamic height is computed by dividing the NAVD 88
 LY0751.geopotential number by the normal gravity value computed on the
 LY0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0751.degrees latitude (g = 980.6199 gals.).
 LY0751
 LY0751.The modeled gravity was interpolated from observed gravity values.
 LY0751
 LY0751;                    North         East    Units  Estimated Accuracy
 LY0751;SPC NJ       -   251,140.      111,450.      MT  (+/- 180 meters Scaled)
 LY0751
 LY0751                          SUPERSEDED SURVEY CONTROL
 LY0751
 LY0751  NGVD 29 (??/??/92)  207.608  (m)          681.13   (f) ADJ UNCH    2 0
 LY0751
 LY0751.Superseded values are not recommended for survey control.
 LY0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0751.See file dsdata.txt to determine how the superseded data were derived.
 LY0751
 LY0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL034492(NAD 83)
 LY0751_MARKER: R = RIVET
 LY0751_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0751_SP_SET: CULVERT
 LY0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0751
 LY0751  HISTORY     - Date     Condition        Report By
 LY0751  HISTORY     - UNK      MONUMENTED       NJGS
 LY0751  HISTORY     - 1942     GOOD             NGS
 LY0751  HISTORY     - 20060521 MARK NOT FOUND   GEOCAC
 LY0751
 LY0751                          STATION DESCRIPTION
 LY0751
 LY0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0751'1 MI S FROM FLATBROOKVILLE.
 LY0751'0.3 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0751'AT FLATBROOKVILLE, THENCE 0.7 MILE SOUTH ALONG A GRAVEL ROAD, AT
 LY0751'A T GRAVEL ROAD INTERSECTION, AND AT A CONCRETE BOX CULVERT.  A
 LY0751'STANDARD MONEL METAL RIVET, SET IN THE TOP OF THE SOUTHEAST END
 LY0751'OF THE NORTHEAST HEAD WALL, OF A CONCRETE BOX CULVERT.
 LY0751
 LY0751                          STATION RECOVERY (2006)
 LY0751
 LY0751'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0751'THE HEADWALL OF THE CULVERT APPEARS TO HAVE BEEN DESTROYED.  UNABLE TO
 LY0751'LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0159 ***********************************************************************
 KV0159  DESIGNATION -  RV 25
 KV0159  PID         -  KV0159
 KV0159  STATE/COUNTY-  NJ/PASSAIC
 KV0159  USGS QUAD   -  PATERSON (1995)
 KV0159
 KV0159                         *CURRENT SURVEY CONTROL
 KV0159  ___________________________________________________________________
 KV0159* NAD 83(1986)-  40 55 06.     (N)    074 09 32.     (W)     SCALED    
 KV0159* NAVD 88     -        32.328  (meters)     106.06   (feet)  ADJUSTED  
 KV0159  ___________________________________________________________________
 KV0159  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KV0159  DYNAMIC HT  -          32.315 (meters)     106.02  (feet)  COMP
 KV0159  MODELED GRAV-     980,214.1   (mgal)                       NAVD 88
 KV0159
 KV0159  VERT ORDER  -  FIRST     CLASS II
 KV0159
 KV0159.The horizontal coordinates were scaled from a topographic map and have
 KV0159.an estimated accuracy of +/- 6 seconds.
 KV0159
 KV0159.The orthometric height was determined by differential leveling
 KV0159.and adjusted by the National Geodetic Survey in June 1991..
 KV0159
 KV0159.The geoid height was determined by GEOID03.
 KV0159
 KV0159.The dynamic height is computed by dividing the NAVD 88
 KV0159.geopotential number by the normal gravity value computed on the
 KV0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0159.degrees latitude (g = 980.6199 gals.).
 KV0159
 KV0159.The modeled gravity was interpolated from observed gravity values.
 KV0159
 KV0159;                    North         East    Units  Estimated Accuracy
 KV0159;SPC NJ       -   231,540.      178,730.      MT  (+/- 180 meters Scaled)
 KV0159
 KV0159                          SUPERSEDED SURVEY CONTROL
 KV0159
 KV0159  NGVD 29 (??/??/??)   32.615  (m)          107.00   (f) ADJUSTED    1 2
 KV0159
 KV0159.Superseded values are not recommended for survey control.
 KV0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0159.See file dsdata.txt to determine how the superseded data were derived.
 KV0159
 KV0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL708300(NAD 83)
 KV0159_MARKER: R = RIVET
 KV0159_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0159_SP_SET: STEP
 KV0159_MARK LOGO: NONE  
 KV0159_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0159+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2006
 KV0159
 KV0159  HISTORY     - Date     Condition        Report By
 KV0159  HISTORY     - 1933     MONUMENTED       CGS
 KV0159  HISTORY     - 1944     GOOD             CGS
 KV0159  HISTORY     - 19920226 GOOD             NJGS
 KV0159  HISTORY     - 20060527 GOOD             GEOCAC
 KV0159
 KV0159                          STATION DESCRIPTION
 KV0159
 KV0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV0159'AT PATERSON.
 KV0159'AT PATERSON, PASSAIC COUNTY, AT THE INTERSECTION OF BROADWAY AND
 KV0159'GRAHAM AVENUE, AT THE ENTRANCE TO THE CHURCH OF THE MESSIAH, IN
 KV0159'THE TOP OF THE SOUTHEAST END OF THE BOTTOM STEP, 13 FEET SOUTH OF
 KV0159'THE SOUTH CURB OF BROADWAY, AND 8.5 IN HIGHER THAN THE SIDEWALK.
 KV0159'A STANDARD MONEL-METAL RIVET.
 KV0159
 KV0159                          STATION RECOVERY (1992)
 KV0159
 KV0159'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KV0159'RECOVERED AS DESCRIBED.  THE STREET NAMES FOR BROADWAY HAS BEEN
 KV0159'CHANGED TO MARTIN LUTHER KINGS WAY AND GRAHAM AVENUE HAS BEEN CHANGED
 KV0159'TO ROSA PARKS BOULEVARD.
 KV0159
 KV0159                          STATION RECOVERY (2006)
 KV0159
 KV0159'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1595 ***********************************************************************
 KV1595  DESIGNATION -  RV 2556 NJGS
 KV1595  PID         -  KV1595
 KV1595  STATE/COUNTY-  NJ/WARREN
 KV1595  USGS QUAD   -  BELVIDERE (1992)
 KV1595
 KV1595                         *CURRENT SURVEY CONTROL
 KV1595  ___________________________________________________________________
 KV1595* NAD 83(1986)-  40 49 17.     (N)    075 04 46.     (W)     SCALED    
 KV1595* NAVD 88     -        93.811  (meters)     307.78   (feet)  ADJUSTED  
 KV1595  ___________________________________________________________________
 KV1595  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KV1595  DYNAMIC HT  -          93.769 (meters)     307.64  (feet)  COMP
 KV1595  MODELED GRAV-     980,174.4   (mgal)                       NAVD 88
 KV1595
 KV1595  VERT ORDER  -  SECOND    CLASS 0
 KV1595
 KV1595.The horizontal coordinates were scaled from a topographic map and have
 KV1595.an estimated accuracy of +/- 6 seconds.
 KV1595
 KV1595.The orthometric height was determined by differential leveling
 KV1595.and adjusted by the National Geodetic Survey in June 1991..
 KV1595
 KV1595.The geoid height was determined by GEOID03.
 KV1595
 KV1595.The dynamic height is computed by dividing the NAVD 88
 KV1595.geopotential number by the normal gravity value computed on the
 KV1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1595.degrees latitude (g = 980.6199 gals.).
 KV1595
 KV1595.The modeled gravity was interpolated from observed gravity values.
 KV1595
 KV1595;                    North         East    Units  Estimated Accuracy
 KV1595;SPC NJ       -   220,880.      101,120.      MT  (+/- 180 meters Scaled)
 KV1595
 KV1595                          SUPERSEDED SURVEY CONTROL
 KV1595
 KV1595  NGVD 29 (??/??/??)   94.020  (m)          308.46   (f) ADJUSTED    2 0
 KV1595
 KV1595.Superseded values are not recommended for survey control.
 KV1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1595.See file dsdata.txt to determine how the superseded data were derived.
 KV1595
 KV1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL933189(NAD 83)
 KV1595_MARKER: R = RIVET
 KV1595_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1595_SP_SET: BRIDGE
 KV1595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1595
 KV1595  HISTORY     - Date     Condition        Report By
 KV1595  HISTORY     - 1942     MONUMENTED       NJGS
 KV1595  HISTORY     - 1942     GOOD             CGS
 KV1595  HISTORY     - 19950910 POOR             USPSQD
 KV1595
 KV1595                          STATION DESCRIPTION
 KV1595
 KV1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1595'0.6 MI SW FROM BELVIDERE.
 KV1595'0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 543 FROM THE
 KV1595'INTERSECTION OF MARKET AND WATER STREETS AT BELVIDERE, WARREN
 KV1595'COUNTY, AT A HIGHWAY BRIDGE OVER THE LEHIGH AND HUDSON RIVER
 KV1595'RAILWAY, IN THE NORTHEAST CONCRETE WINGWALL, 37 FEET SOUTH OF A
 KV1595'POLE, 18 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 4.2
 KV1595'FEET SOUTHEAST OF AN END GUARD POST.
 KV1595
 KV1595                          STATION RECOVERY (1995)
 KV1595
 KV1595'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1595'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1593 ***********************************************************************
 KV1593  DESIGNATION -  RV 2557 NJGS
 KV1593  PID         -  KV1593
 KV1593  STATE/COUNTY-  NJ/WARREN
 KV1593  USGS QUAD   -  BELVIDERE (1992)
 KV1593
 KV1593                         *CURRENT SURVEY CONTROL
 KV1593  ___________________________________________________________________
 KV1593* NAD 83(1986)-  40 48 48.     (N)    075 04 33.     (W)     SCALED    
 KV1593* NAVD 88     -        97.991  (meters)     321.49   (feet)  ADJUSTED  
 KV1593  ___________________________________________________________________
 KV1593  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KV1593  DYNAMIC HT  -          97.947 (meters)     321.35  (feet)  COMP
 KV1593  MODELED GRAV-     980,172.3   (mgal)                       NAVD 88
 KV1593
 KV1593  VERT ORDER  -  SECOND    CLASS 0
 KV1593
 KV1593.The horizontal coordinates were scaled from a topographic map and have
 KV1593.an estimated accuracy of +/- 6 seconds.
 KV1593
 KV1593.The orthometric height was determined by differential leveling
 KV1593.and adjusted by the National Geodetic Survey in June 1991..
 KV1593
 KV1593.The geoid height was determined by GEOID03.
 KV1593
 KV1593.The dynamic height is computed by dividing the NAVD 88
 KV1593.geopotential number by the normal gravity value computed on the
 KV1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1593.degrees latitude (g = 980.6199 gals.).
 KV1593
 KV1593.The modeled gravity was interpolated from observed gravity values.
 KV1593
 KV1593;                    North         East    Units  Estimated Accuracy
 KV1593;SPC NJ       -   219,980.      101,420.      MT  (+/- 180 meters Scaled)
 KV1593
 KV1593                          SUPERSEDED SURVEY CONTROL
 KV1593
 KV1593  NGVD 29 (??/??/??)   98.201  (m)          322.18   (f) ADJUSTED    2 0
 KV1593
 KV1593.Superseded values are not recommended for survey control.
 KV1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1593.See file dsdata.txt to determine how the superseded data were derived.
 KV1593
 KV1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL936180(NAD 83)
 KV1593_MARKER: R = RIVET
 KV1593_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1593_SP_SET: CULVERT
 KV1593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1593
 KV1593  HISTORY     - Date     Condition        Report By
 KV1593  HISTORY     - 1942     MONUMENTED       NJGS
 KV1593  HISTORY     - 1942     GOOD             CGS
 KV1593
 KV1593                          STATION DESCRIPTION
 KV1593
 KV1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1593'1.2 MI SW FROM BELVIDERE.
 KV1593'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 543 FROM THE INTERSECTION
 KV1593'OF MARKET AND WATER STREETS AT BELVIDERE, WARREN COUNTY, 0.6
 KV1593'MILE SOUTHWEST OF THE HIGHWAY BRIDGE OVER THE LEHIGH AND HUDSON
 KV1593'RAILWAY, 0.1 MILE SOUTHWEST OF THE END OF A LONG CURVE, 150 FEET
 KV1593'SOUTHEAST OF AN ANCHOR GUARD POSE, 63.7 FEET SOUTHEAST OF A
 KV1593'POLE, IN THE SOUTHEAST CONCRETE HEADWALL OF A CULVERT, AND 17.9
 KV1593'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1590 ***********************************************************************
 KV1590  DESIGNATION -  RV 2558 NJGS
 KV1590  PID         -  KV1590
 KV1590  STATE/COUNTY-  NJ/WARREN
 KV1590  USGS QUAD   -  BELVIDERE (1992)
 KV1590
 KV1590                         *CURRENT SURVEY CONTROL
 KV1590  ___________________________________________________________________
 KV1590* NAD 83(1986)-  40 47 52.     (N)    075 04 54.     (W)     SCALED    
 KV1590* NAVD 88     -        97.644  (meters)     320.35   (feet)  ADJUSTED  
 KV1590  ___________________________________________________________________
 KV1590  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KV1590  DYNAMIC HT  -          97.600 (meters)     320.21  (feet)  COMP
 KV1590  MODELED GRAV-     980,172.6   (mgal)                       NAVD 88
 KV1590
 KV1590  VERT ORDER  -  SECOND    CLASS 0
 KV1590
 KV1590.The horizontal coordinates were scaled from a topographic map and have
 KV1590.an estimated accuracy of +/- 6 seconds.
 KV1590
 KV1590.The orthometric height was determined by differential leveling
 KV1590.and adjusted by the National Geodetic Survey in June 1991..
 KV1590
 KV1590.The geoid height was determined by GEOID03.
 KV1590
 KV1590.The dynamic height is computed by dividing the NAVD 88
 KV1590.geopotential number by the normal gravity value computed on the
 KV1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1590.degrees latitude (g = 980.6199 gals.).
 KV1590
 KV1590.The modeled gravity was interpolated from observed gravity values.
 KV1590
 KV1590;                    North         East    Units  Estimated Accuracy
 KV1590;SPC NJ       -   218,260.      100,920.      MT  (+/- 180 meters Scaled)
 KV1590
 KV1590                          SUPERSEDED SURVEY CONTROL
 KV1590
 KV1590  NGVD 29 (??/??/??)   97.857  (m)          321.05   (f) ADJUSTED    2 0
 KV1590
 KV1590.Superseded values are not recommended for survey control.
 KV1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1590.See file dsdata.txt to determine how the superseded data were derived.
 KV1590
 KV1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL931163(NAD 83)
 KV1590_MARKER: R = RIVET
 KV1590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1590_SP_SET: CULVERT
 KV1590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1590
 KV1590  HISTORY     - Date     Condition        Report By
 KV1590  HISTORY     - 1942     MONUMENTED       NJGS
 KV1590  HISTORY     - 1942     GOOD             CGS
 KV1590  HISTORY     - 19950910 MARK NOT FOUND   USPSQD
 KV1590
 KV1590                          STATION DESCRIPTION
 KV1590
 KV1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1590'2.5 MI SW FROM BELVIDERE.
 KV1590'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 543 FROM THE INTERSECTION
 KV1590'OF MARKET AND WATER STREETS AT BELVIDERE, WARREN COUNTY, AT THE
 KV1590'JUNCTION OF A TAR ROAD LEADING TO FOUL RIFT, IN THE CONCRETE
 KV1590'HEADWALL OF A CULVERT, 28 FEET SOUTHWEST OF THE CENTERLINE OF
 KV1590'THE TAR ROAD, 17.2 FEET NORTHWEST OF THE CENTERLINE OF THE
 KV1590'HIGHWAY, AND 9.7 FEET EAST OF A POLE.
 KV1590
 KV1590                          STATION RECOVERY (1995)
 KV1590
 KV1590'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1589 ***********************************************************************
 KV1589  DESIGNATION -  RV 2559 NJGS
 KV1589  PID         -  KV1589
 KV1589  STATE/COUNTY-  NJ/WARREN
 KV1589  USGS QUAD   -  BELVIDERE (1992)
 KV1589
 KV1589                         *CURRENT SURVEY CONTROL
 KV1589  ___________________________________________________________________
 KV1589* NAD 83(1986)-  40 47 30.     (N)    075 05 10.     (W)     SCALED    
 KV1589* NAVD 88     -        99.878  (meters)     327.68   (feet)  ADJUSTED  
 KV1589  ___________________________________________________________________
 KV1589  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KV1589  DYNAMIC HT  -          99.832 (meters)     327.53  (feet)  COMP
 KV1589  MODELED GRAV-     980,170.1   (mgal)                       NAVD 88
 KV1589
 KV1589  VERT ORDER  -  SECOND    CLASS 0
 KV1589
 KV1589.The horizontal coordinates were scaled from a topographic map and have
 KV1589.an estimated accuracy of +/- 6 seconds.
 KV1589
 KV1589.The orthometric height was determined by differential leveling
 KV1589.and adjusted by the National Geodetic Survey in June 1991..
 KV1589
 KV1589.The geoid height was determined by GEOID03.
 KV1589
 KV1589.The dynamic height is computed by dividing the NAVD 88
 KV1589.geopotential number by the normal gravity value computed on the
 KV1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1589.degrees latitude (g = 980.6199 gals.).
 KV1589
 KV1589.The modeled gravity was interpolated from observed gravity values.
 KV1589
 KV1589;                    North         East    Units  Estimated Accuracy
 KV1589;SPC NJ       -   217,580.      100,540.      MT  (+/- 180 meters Scaled)
 KV1589
 KV1589                          SUPERSEDED SURVEY CONTROL
 KV1589
 KV1589  NGVD 29 (??/??/??)  100.091  (m)          328.38   (f) ADJUSTED    2 0
 KV1589
 KV1589.Superseded values are not recommended for survey control.
 KV1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1589.See file dsdata.txt to determine how the superseded data were derived.
 KV1589
 KV1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL927156(NAD 83)
 KV1589_MARKER: R = RIVET
 KV1589_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1589_SP_SET: CULVERT
 KV1589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1589
 KV1589  HISTORY     - Date     Condition        Report By
 KV1589  HISTORY     - 1942     MONUMENTED       NJGS
 KV1589  HISTORY     - 1942     GOOD             CGS
 KV1589  HISTORY     - 19950910 MARK NOT FOUND   USPSQD
 KV1589
 KV1589                          STATION DESCRIPTION
 KV1589
 KV1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1589'1 MI NE FROM ROXBURG.
 KV1589'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 543 FROM THE ROAD
 KV1589'INTERSECTION AT ROXBURG, WARREN COUNTY, 0.5 MILE SOUTHWEST OF
 KV1589'THE JUNCTION OF A ROAD LEADING TO FOUL RIFT, 70.8 FEET SOUTHEAST
 KV1589'OF POLE WH-297, IN THE SOUTHEAST CONCRETE HEADWALL OF A CULVERT,
 KV1589'AND 15.5 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 KV1589
 KV1589                          STATION RECOVERY (1995)
 KV1589
 KV1589'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1587 ***********************************************************************
 KV1587  DESIGNATION -  RV 2560 NJGS
 KV1587  PID         -  KV1587
 KV1587  STATE/COUNTY-  NJ/WARREN
 KV1587  USGS QUAD   -  BELVIDERE (1992)
 KV1587
 KV1587                         *CURRENT SURVEY CONTROL
 KV1587  ___________________________________________________________________
 KV1587* NAD 83(1986)-  40 47 10.     (N)    075 05 34.     (W)     SCALED    
 KV1587* NAVD 88     -       100.767  (meters)     330.60   (feet)  ADJUSTED  
 KV1587  ___________________________________________________________________
 KV1587  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KV1587  DYNAMIC HT  -         100.721 (meters)     330.45  (feet)  COMP
 KV1587  MODELED GRAV-     980,169.2   (mgal)                       NAVD 88
 KV1587
 KV1587  VERT ORDER  -  SECOND    CLASS 0
 KV1587
 KV1587.The horizontal coordinates were scaled from a topographic map and have
 KV1587.an estimated accuracy of +/- 6 seconds.
 KV1587
 KV1587.The orthometric height was determined by differential leveling
 KV1587.and adjusted by the National Geodetic Survey in June 1991..
 KV1587
 KV1587.The geoid height was determined by GEOID03.
 KV1587
 KV1587.The dynamic height is computed by dividing the NAVD 88
 KV1587.geopotential number by the normal gravity value computed on the
 KV1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1587.degrees latitude (g = 980.6199 gals.).
 KV1587
 KV1587.The modeled gravity was interpolated from observed gravity values.
 KV1587
 KV1587;                    North         East    Units  Estimated Accuracy
 KV1587;SPC NJ       -   216,970.       99,970.      MT  (+/- 180 meters Scaled)
 KV1587
 KV1587                          SUPERSEDED SURVEY CONTROL
 KV1587
 KV1587  NGVD 29 (??/??/??)  100.982  (m)          331.31   (f) ADJUSTED    2 0
 KV1587
 KV1587.Superseded values are not recommended for survey control.
 KV1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1587.See file dsdata.txt to determine how the superseded data were derived.
 KV1587
 KV1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL921150(NAD 83)
 KV1587_MARKER: R = RIVET
 KV1587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1587_SP_SET: CULVERT
 KV1587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1587
 KV1587  HISTORY     - Date     Condition        Report By
 KV1587  HISTORY     - 1942     MONUMENTED       NJGS
 KV1587  HISTORY     - 1942     GOOD             CGS
 KV1587
 KV1587                          STATION DESCRIPTION
 KV1587
 KV1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1587'0.6 MI NE FROM ROXBURG.
 KV1587'0.6 MILE NORTHEAST ALONG STATE HIGHWAY 543 FROM THE ROAD INTERSECTION
 KV1587'AT ROXBURG, WARREN COUNTY, 93.8 FEET NORTHEAST OF AN ANCHOR
 KV1587'GUARD POST, IN THE SOUTHEAST CONCRETE HEADWALL OF A CULVERT, 18
 KV1587'FEET NORTHWEST OF A FENCE LINE, AND 16 FEET SOUTHEAST OF THE
 KV1587'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1582 ***********************************************************************
 KV1582  DESIGNATION -  RV 2567 NJGS
 KV1582  PID         -  KV1582
 KV1582  STATE/COUNTY-  NJ/WARREN
 KV1582  USGS QUAD   -  EASTON (1994)
 KV1582
 KV1582                         *CURRENT SURVEY CONTROL
 KV1582  ___________________________________________________________________
 KV1582* NAD 83(1986)-  40 44 19.     (N)    075 08 24.     (W)     SCALED    
 KV1582* NAVD 88     -       159.210  (meters)     522.34   (feet)  ADJUSTED  
 KV1582  ___________________________________________________________________
 KV1582  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KV1582  DYNAMIC HT  -         159.136 (meters)     522.10  (feet)  COMP
 KV1582  MODELED GRAV-     980,157.1   (mgal)                       NAVD 88
 KV1582
 KV1582  VERT ORDER  -  SECOND    CLASS 0
 KV1582
 KV1582.The horizontal coordinates were scaled from a topographic map and have
 KV1582.an estimated accuracy of +/- 6 seconds.
 KV1582
 KV1582.The orthometric height was determined by differential leveling
 KV1582.and adjusted by the National Geodetic Survey in June 1991..
 KV1582
 KV1582.The geoid height was determined by GEOID03.
 KV1582
 KV1582.The dynamic height is computed by dividing the NAVD 88
 KV1582.geopotential number by the normal gravity value computed on the
 KV1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1582.degrees latitude (g = 980.6199 gals.).
 KV1582
 KV1582.The modeled gravity was interpolated from observed gravity values.
 KV1582
 KV1582;                    North         East    Units  Estimated Accuracy
 KV1582;SPC NJ       -   211,720.       95,950.      MT  (+/- 180 meters Scaled)
 KV1582
 KV1582                          SUPERSEDED SURVEY CONTROL
 KV1582
 KV1582  NGVD 29 (??/??/??)  159.429  (m)          523.06   (f) ADJUSTED    2 0
 KV1582
 KV1582.Superseded values are not recommended for survey control.
 KV1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1582.See file dsdata.txt to determine how the superseded data were derived.
 KV1582
 KV1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL881097(NAD 83)
 KV1582_MARKER: R = RIVET
 KV1582_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1582_SP_SET: BRIDGE
 KV1582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1582
 KV1582  HISTORY     - Date     Condition        Report By
 KV1582  HISTORY     - 1942     MONUMENTED       NJGS
 KV1582  HISTORY     - 1942     GOOD             CGS
 KV1582
 KV1582                          STATION DESCRIPTION
 KV1582
 KV1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1582'0.2 MI SW FROM HARMONY.
 KV1582'0.2 MILE SOUTH ALONG STATE HIGHWAY 543 FROM THE HIGH SCHOOL
 KV1582'AT HARMONY, WARREN COUNTY, 0.4 MILE NORTHEAST OF THE JUNCTION
 KV1582'OF THE BELVIDERE TURNPIKE, 76.8 FEET SOUTHWEST OF POLE HY-22, 52.8
 KV1582'FEET NORTHWEST OF POLE BT-177-HY. IN THE NORTHWEST WINGWALL OF
 KV1582'A SMALL BRIDGE, AND 17.4 FEET NORTHWEST OF THE CENTERLINE OF
 KV1582'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1580 ***********************************************************************
 KV1580  DESIGNATION -  RV 2568 NJGS
 KV1580  PID         -  KV1580
 KV1580  STATE/COUNTY-  NJ/WARREN
 KV1580  USGS QUAD   -  EASTON (1994)
 KV1580
 KV1580                         *CURRENT SURVEY CONTROL
 KV1580  ___________________________________________________________________
 KV1580* NAD 83(1986)-  40 43 40.     (N)    075 09 09.     (W)     SCALED    
 KV1580* NAVD 88     -       126.320  (meters)     414.43   (feet)  ADJUSTED  
 KV1580  ___________________________________________________________________
 KV1580  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KV1580  DYNAMIC HT  -         126.261 (meters)     414.24  (feet)  COMP
 KV1580  MODELED GRAV-     980,154.3   (mgal)                       NAVD 88
 KV1580
 KV1580  VERT ORDER  -  SECOND    CLASS 0
 KV1580
 KV1580.The horizontal coordinates were scaled from a topographic map and have
 KV1580.an estimated accuracy of +/- 6 seconds.
 KV1580
 KV1580.The orthometric height was determined by differential leveling
 KV1580.and adjusted by the National Geodetic Survey in June 1991..
 KV1580
 KV1580.The geoid height was determined by GEOID03.
 KV1580
 KV1580.The dynamic height is computed by dividing the NAVD 88
 KV1580.geopotential number by the normal gravity value computed on the
 KV1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1580.degrees latitude (g = 980.6199 gals.).
 KV1580
 KV1580.The modeled gravity was interpolated from observed gravity values.
 KV1580
 KV1580;                    North         East    Units  Estimated Accuracy
 KV1580;SPC NJ       -   210,530.       94,880.      MT  (+/- 180 meters Scaled)
 KV1580
 KV1580                          SUPERSEDED SURVEY CONTROL
 KV1580
 KV1580  NGVD 29 (??/??/??)  126.540  (m)          415.16   (f) ADJUSTED    2 0
 KV1580
 KV1580.Superseded values are not recommended for survey control.
 KV1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1580.See file dsdata.txt to determine how the superseded data were derived.
 KV1580
 KV1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL871085(NAD 83)
 KV1580_MARKER: R = RIVET
 KV1580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1580_SP_SET: CULVERT
 KV1580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1580
 KV1580  HISTORY     - Date     Condition        Report By
 KV1580  HISTORY     - 1942     MONUMENTED       NJGS
 KV1580  HISTORY     - 1942     GOOD             CGS
 KV1580
 KV1580                          STATION DESCRIPTION
 KV1580
 KV1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1580'3.6 MI NE FROM PHILLIPSBURG.
 KV1580'3.6 MILES NORTHEAST ALONG THE BELVIDERE TURNPIKE FROM THE POST
 KV1580'OFFICE AT PHILLIPSBURG, WARREN COUNTY, 1.2 MILES SOUTHWEST OF
 KV1580'THE HIGH SCHOOL AT HARMONY, 0.7 MILE SOUTHWEST OF THE JUNCTION
 KV1580'OF STATE HIGHWAY 543, 77.3 FEET SOUTH OF POLE BT-135-HY, 58.7
 KV1580'FEET NORTHEAST OF POLE BT-134-HY, IN THE WEST HEAD WALL OF A
 KV1580'CULVERT, AND 17.2 FEET WEST OF THE CENTERLINE OF THE TURNPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1408 ***********************************************************************
 KV1408  DESIGNATION -  RV 2572 NJGS
 KV1408  PID         -  KV1408
 KV1408  STATE/COUNTY-  NJ/WARREN
 KV1408  USGS QUAD   -  BLAIRSTOWN (1971)
 KV1408
 KV1408                         *CURRENT SURVEY CONTROL
 KV1408  ___________________________________________________________________
 KV1408* NAD 83(1986)-  40 59 03.     (N)    074 57 29.     (W)     SCALED    
 KV1408* NAVD 88     -       120.429  (meters)     395.11   (feet)  ADJUSTED  
 KV1408  ___________________________________________________________________
 KV1408  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KV1408  DYNAMIC HT  -         120.376 (meters)     394.93  (feet)  COMP
 KV1408  MODELED GRAV-     980,185.8   (mgal)                       NAVD 88
 KV1408
 KV1408  VERT ORDER  -  SECOND    CLASS 0
 KV1408
 KV1408.The horizontal coordinates were scaled from a topographic map and have
 KV1408.an estimated accuracy of +/- 6 seconds.
 KV1408
 KV1408.The orthometric height was determined by differential leveling
 KV1408.and adjusted by the National Geodetic Survey in June 1991..
 KV1408
 KV1408.The geoid height was determined by GEOID03.
 KV1408
 KV1408.The dynamic height is computed by dividing the NAVD 88
 KV1408.geopotential number by the normal gravity value computed on the
 KV1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1408.degrees latitude (g = 980.6199 gals.).
 KV1408
 KV1408.The modeled gravity was interpolated from observed gravity values.
 KV1408
 KV1408;                    North         East    Units  Estimated Accuracy
 KV1408;SPC NJ       -   238,890.      111,460.      MT  (+/- 180 meters Scaled)
 KV1408
 KV1408                          SUPERSEDED SURVEY CONTROL
 KV1408
 KV1408  NGVD 29 (??/??/??)  120.636  (m)          395.79   (f) ADJUSTED    2 0
 KV1408
 KV1408.Superseded values are not recommended for survey control.
 KV1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1408.See file dsdata.txt to determine how the superseded data were derived.
 KV1408
 KV1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL035370(NAD 83)
 KV1408_MARKER: R = RIVET
 KV1408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1408_SP_SET: CURB
 KV1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1408
 KV1408  HISTORY     - Date     Condition        Report By
 KV1408  HISTORY     - UNK      MONUMENTED       NJGS
 KV1408  HISTORY     - 1942     GOOD             CGS
 KV1408
 KV1408                          STATION DESCRIPTION
 KV1408
 KV1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1408'AT BLAIRSTOWN.
 KV1408'AT BLAIRSTOWN, 0.2 MILE EAST ALONG THE BLAIRSTOWN-MILLBROOK
 KV1408'ROAD FROM THE POST OFFICE, AT THE INTERSECTION OF THE MILLBROOK
 KV1408'ROAD AND STILLWATER ROAD, 3.7 FEET SOUTHEAST OF POWER LINE POLE
 KV1408'NO. BL 141, AND 1.5 FEET WEST OF A FIRE HYDRANT.  A STANDARD
 KV1408'MONEL METAL RIVET, SET IN THE TOP OF THE CONCRETE CURBING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1410 ***********************************************************************
 KV1410  DESIGNATION -  RV 2573 NJGS
 KV1410  PID         -  KV1410
 KV1410  STATE/COUNTY-  NJ/WARREN
 KV1410  USGS QUAD   -  BLAIRSTOWN (1971)
 KV1410
 KV1410                         *CURRENT SURVEY CONTROL
 KV1410  ___________________________________________________________________
 KV1410* NAD 83(1986)-  40 59 22.     (N)    074 57 37.     (W)     SCALED    
 KV1410* NAVD 88     -       128.064  (meters)     420.16   (feet)  ADJUSTED  
 KV1410  ___________________________________________________________________
 KV1410  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KV1410  DYNAMIC HT  -         128.008 (meters)     419.97  (feet)  COMP
 KV1410  MODELED GRAV-     980,185.0   (mgal)                       NAVD 88
 KV1410
 KV1410  VERT ORDER  -  SECOND    CLASS 0
 KV1410
 KV1410.The horizontal coordinates were scaled from a topographic map and have
 KV1410.an estimated accuracy of +/- 6 seconds.
 KV1410
 KV1410.The orthometric height was determined by differential leveling
 KV1410.and adjusted by the National Geodetic Survey in June 1991..
 KV1410
 KV1410.The geoid height was determined by GEOID03.
 KV1410
 KV1410.The dynamic height is computed by dividing the NAVD 88
 KV1410.geopotential number by the normal gravity value computed on the
 KV1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1410.degrees latitude (g = 980.6199 gals.).
 KV1410
 KV1410.The modeled gravity was interpolated from observed gravity values.
 KV1410
 KV1410;                    North         East    Units  Estimated Accuracy
 KV1410;SPC NJ       -   239,480.      111,270.      MT  (+/- 180 meters Scaled)
 KV1410
 KV1410                          SUPERSEDED SURVEY CONTROL
 KV1410
 KV1410  NGVD 29 (??/??/??)  128.269  (m)          420.83   (f) ADJUSTED    2 0
 KV1410
 KV1410.Superseded values are not recommended for survey control.
 KV1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1410.See file dsdata.txt to determine how the superseded data were derived.
 KV1410
 KV1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL033375(NAD 83)
 KV1410_MARKER: R = RIVET
 KV1410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1410_SP_SET: CULVERT
 KV1410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1410
 KV1410  HISTORY     - Date     Condition        Report By
 KV1410  HISTORY     - UNK      MONUMENTED       NJGS
 KV1410  HISTORY     - 1942     GOOD             CGS
 KV1410  HISTORY     - 20050220 GOOD             GEOCAC
 KV1410
 KV1410                          STATION DESCRIPTION
 KV1410
 KV1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1410'0.6 MI N FROM BLAIRSTOWN.
 KV1410'0.6 MILE NORTH ALONG THE BLAIRSTOWN-MILLBROOK ROAD FROM THE POST
 KV1410'OFFICE AT BLAIRSTOWN, AT A 12-INCH PIPE CULVERT.  A STANDARD
 KV1410'MONEL METAL RIVET SET IN THE TOP OF THE SOUTH END OF THE WEST
 KV1410'HEAD WALL.
 KV1410
 KV1410                          STATION RECOVERY (2005)
 KV1410
 KV1410'RECOVERY NOTE BY GEOCACHING 2005 (JRI)
 KV1410'HANDHELD GPS COORDINATES 40 59 22.3 (N) 74 57 36.9 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1411 ***********************************************************************
 KV1411  DESIGNATION -  RV 2574 NJGS
 KV1411  PID         -  KV1411
 KV1411  STATE/COUNTY-  NJ/WARREN
 KV1411  USGS QUAD   -  BLAIRSTOWN (1971)
 KV1411
 KV1411                         *CURRENT SURVEY CONTROL
 KV1411  ___________________________________________________________________
 KV1411* NAD 83(1986)-  40 59 39.     (N)    074 57 35.     (W)     SCALED    
 KV1411* NAVD 88     -       128.701  (meters)     422.25   (feet)  ADJUSTED  
 KV1411  ___________________________________________________________________
 KV1411  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KV1411  DYNAMIC HT  -         128.644 (meters)     422.06  (feet)  COMP
 KV1411  MODELED GRAV-     980,184.3   (mgal)                       NAVD 88
 KV1411
 KV1411  VERT ORDER  -  SECOND    CLASS 0
 KV1411
 KV1411.The horizontal coordinates were scaled from a topographic map and have
 KV1411.an estimated accuracy of +/- 6 seconds.
 KV1411
 KV1411.The orthometric height was determined by differential leveling
 KV1411.and adjusted by the National Geodetic Survey in June 1991..
 KV1411
 KV1411.The geoid height was determined by GEOID03.
 KV1411
 KV1411.The dynamic height is computed by dividing the NAVD 88
 KV1411.geopotential number by the normal gravity value computed on the
 KV1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1411.degrees latitude (g = 980.6199 gals.).
 KV1411
 KV1411.The modeled gravity was interpolated from observed gravity values.
 KV1411
 KV1411;                    North         East    Units  Estimated Accuracy
 KV1411;SPC NJ       -   240,000.      111,320.      MT  (+/- 180 meters Scaled)
 KV1411
 KV1411                          SUPERSEDED SURVEY CONTROL
 KV1411
 KV1411  NGVD 29 (??/??/??)  128.904  (m)          422.91   (f) ADJUSTED    2 0
 KV1411
 KV1411.Superseded values are not recommended for survey control.
 KV1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1411.See file dsdata.txt to determine how the superseded data were derived.
 KV1411
 KV1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL033381(NAD 83)
 KV1411_MARKER: R = RIVET
 KV1411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1411_SP_SET: CULVERT
 KV1411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1411
 KV1411  HISTORY     - Date     Condition        Report By
 KV1411  HISTORY     - UNK      MONUMENTED       NJGS
 KV1411  HISTORY     - 1942     GOOD             CGS
 KV1411
 KV1411                          STATION DESCRIPTION
 KV1411
 KV1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1411'1 MI N FROM BLAIRSTOWN.
 KV1411'1.0 MILE NORTH ALONG THE BLAIRSTOWN-MILLBROOK ROAD FROM THE
 KV1411'POST OFFICE AT BLAIRSTOWN, BETWEEN POWER LINE POLES NO. BL 670
 KV1411'AND NO. BL 671, AT A 12-INCH PIPE CULVERT.  A STANDARD MONEL
 KV1411'METAL RIVET, SET IN THE TOP OF THE SOUTH END OF THE WEST
 KV1411'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1413 ***********************************************************************
 KV1413  DESIGNATION -  RV 2575 NJGS
 KV1413  PID         -  KV1413
 KV1413  STATE/COUNTY-  NJ/WARREN
 KV1413  USGS QUAD   -  BLAIRSTOWN (1971)
 KV1413
 KV1413                         *CURRENT SURVEY CONTROL
 KV1413  ___________________________________________________________________
 KV1413* NAD 83(1986)-  40 59 55.     (N)    074 57 23.     (W)     SCALED    
 KV1413* NAVD 88     -       129.704  (meters)     425.54   (feet)  ADJUSTED  
 KV1413  ___________________________________________________________________
 KV1413  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KV1413  DYNAMIC HT  -         129.647 (meters)     425.35  (feet)  COMP
 KV1413  MODELED GRAV-     980,183.3   (mgal)                       NAVD 88
 KV1413
 KV1413  VERT ORDER  -  SECOND    CLASS 0
 KV1413
 KV1413.The horizontal coordinates were scaled from a topographic map and have
 KV1413.an estimated accuracy of +/- 6 seconds.
 KV1413
 KV1413.The orthometric height was determined by differential leveling
 KV1413.and adjusted by the National Geodetic Survey in June 1991..
 KV1413
 KV1413.The geoid height was determined by GEOID03.
 KV1413
 KV1413.The dynamic height is computed by dividing the NAVD 88
 KV1413.geopotential number by the normal gravity value computed on the
 KV1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1413.degrees latitude (g = 980.6199 gals.).
 KV1413
 KV1413.The modeled gravity was interpolated from observed gravity values.
 KV1413
 KV1413;                    North         East    Units  Estimated Accuracy
 KV1413;SPC NJ       -   240,490.      111,610.      MT  (+/- 180 meters Scaled)
 KV1413
 KV1413                          SUPERSEDED SURVEY CONTROL
 KV1413
 KV1413  NGVD 29 (??/??/??)  129.908  (m)          426.21   (f) ADJUSTED    2 0
 KV1413
 KV1413.Superseded values are not recommended for survey control.
 KV1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1413.See file dsdata.txt to determine how the superseded data were derived.
 KV1413
 KV1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL036386(NAD 83)
 KV1413_MARKER: R = RIVET
 KV1413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1413_SP_SET: CULVERT
 KV1413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1413
 KV1413  HISTORY     - Date     Condition        Report By
 KV1413  HISTORY     - UNK      MONUMENTED       NJGS
 KV1413  HISTORY     - 1942     GOOD             CGS
 KV1413
 KV1413                          STATION DESCRIPTION
 KV1413
 KV1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1413'1.4 MI N FROM BLAIRSTOWN.
 KV1413'1.4 MILES NORTH ALONG THE BLAIRSTOWN-MILLBROOK ROAD FROM THE
 KV1413'POST OFFICE AT BLAIRSTOWN, 69 FEET SOUTHWEST OF AND ACROSS THE
 KV1413'ROAD FROM POWER LINE POLE NO. HK 1278 AT A 12-INCH PIPE CULVERT.
 KV1413'A STANDARD MONEL METAL RIVET SET IN THE TOP OF THE SOUTH END OF
 KV1413'THE WEST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0737 ***********************************************************************
 LY0737  DESIGNATION -  RV 2576
 LY0737  PID         -  LY0737
 LY0737  STATE/COUNTY-  NJ/WARREN
 LY0737  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY0737
 LY0737                         *CURRENT SURVEY CONTROL
 LY0737  ___________________________________________________________________
 LY0737* NAD 83(1986)-  41 00 24.     (N)    074 57 01.     (W)     SCALED    
 LY0737* NAVD 88     -       147.961  (meters)     485.44   (feet)  ADJUSTED  
 LY0737  ___________________________________________________________________
 LY0737  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 LY0737  DYNAMIC HT  -         147.896 (meters)     485.22  (feet)  COMP
 LY0737  MODELED GRAV-     980,178.9   (mgal)                       NAVD 88
 LY0737
 LY0737  VERT ORDER  -  SECOND    CLASS 0
 LY0737
 LY0737.The horizontal coordinates were scaled from a topographic map and have
 LY0737.an estimated accuracy of +/- 6 seconds.
 LY0737
 LY0737.The orthometric height was determined by differential leveling
 LY0737.and adjusted by the National Geodetic Survey in June 1991..
 LY0737
 LY0737.The geoid height was determined by GEOID03.
 LY0737
 LY0737.The dynamic height is computed by dividing the NAVD 88
 LY0737.geopotential number by the normal gravity value computed on the
 LY0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0737.degrees latitude (g = 980.6199 gals.).
 LY0737
 LY0737.The modeled gravity was interpolated from observed gravity values.
 LY0737
 LY0737;                    North         East    Units  Estimated Accuracy
 LY0737;SPC NJ       -   241,390.      112,120.      MT  (+/- 180 meters Scaled)
 LY0737
 LY0737                          SUPERSEDED SURVEY CONTROL
 LY0737
 LY0737  NGVD 29 (??/??/92)  148.163  (m)          486.10   (f) ADJ UNCH    2 0
 LY0737
 LY0737.Superseded values are not recommended for survey control.
 LY0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0737.See file dsdata.txt to determine how the superseded data were derived.
 LY0737
 LY0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL041394(NAD 83)
 LY0737_MARKER: DB = BENCH MARK DISK
 LY0737_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0737_SP_SET: CULVERT
 LY0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0737
 LY0737  HISTORY     - Date     Condition        Report By
 LY0737  HISTORY     - UNK      MONUMENTED       NJGS
 LY0737  HISTORY     - 1942     GOOD             NGS
 LY0737
 LY0737                          STATION DESCRIPTION
 LY0737
 LY0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0737'2 MI N FROM BLAIRSTOWN.
 LY0737'2.0 MILES NORTH ALONG THE BLAIRSTOWN-MILLBROOK ROAD FROM THE POST
 LY0737'OFFICE AT BLAIRSTOWN, AT A 12-INCH PIPE CULVERT.  A STANDARD
 LY0737'MONEL METAL RIVET, SET IN THE TOP OF THE NORTHEAST END OF THE
 LY0737'SOUTHEAST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0738 ***********************************************************************
 LY0738  DESIGNATION -  RV 2577
 LY0738  PID         -  LY0738
 LY0738  STATE/COUNTY-  NJ/WARREN
 LY0738  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY0738
 LY0738                         *CURRENT SURVEY CONTROL
 LY0738  ___________________________________________________________________
 LY0738* NAD 83(1986)-  41 00 46.     (N)    074 57 18.     (W)     SCALED    
 LY0738* NAVD 88     -       200.481  (meters)     657.74   (feet)  ADJUSTED  
 LY0738  ___________________________________________________________________
 LY0738  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LY0738  DYNAMIC HT  -         200.393 (meters)     657.46  (feet)  COMP
 LY0738  MODELED GRAV-     980,178.1   (mgal)                       NAVD 88
 LY0738
 LY0738  VERT ORDER  -  SECOND    CLASS 0
 LY0738
 LY0738.The horizontal coordinates were scaled from a topographic map and have
 LY0738.an estimated accuracy of +/- 6 seconds.
 LY0738
 LY0738.The orthometric height was determined by differential leveling
 LY0738.and adjusted by the National Geodetic Survey in June 1991..
 LY0738
 LY0738.The geoid height was determined by GEOID03.
 LY0738
 LY0738.The dynamic height is computed by dividing the NAVD 88
 LY0738.geopotential number by the normal gravity value computed on the
 LY0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0738.degrees latitude (g = 980.6199 gals.).
 LY0738
 LY0738.The modeled gravity was interpolated from observed gravity values.
 LY0738
 LY0738;                    North         East    Units  Estimated Accuracy
 LY0738;SPC NJ       -   242,070.      111,730.      MT  (+/- 180 meters Scaled)
 LY0738
 LY0738                          SUPERSEDED SURVEY CONTROL
 LY0738
 LY0738  NGVD 29 (??/??/92)  200.681  (m)          658.40   (f) ADJ UNCH    2 0
 LY0738
 LY0738.Superseded values are not recommended for survey control.
 LY0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0738.See file dsdata.txt to determine how the superseded data were derived.
 LY0738
 LY0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL037401(NAD 83)
 LY0738_MARKER: R = RIVET
 LY0738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0738_SP_SET: CULVERT
 LY0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0738
 LY0738  HISTORY     - Date     Condition        Report By
 LY0738  HISTORY     - UNK      MONUMENTED       NJGS
 LY0738  HISTORY     - 1942     GOOD             NGS
 LY0738  HISTORY     - 20050220 GOOD             GEOCAC
 LY0738
 LY0738                          STATION DESCRIPTION
 LY0738
 LY0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0738'2.6 MI N FROM BLAIRSTOWN.
 LY0738'2.6 MILES NORTH ALONG THE BLAIRSTOWN-MILLBROOK ROAD FROM THE
 LY0738'POST OFFICE AT BLAIRSTOWN, BETWEEN POWER LINE POLES NO. HK 139
 LY0738'AND HK 140, AT A 12-INCH PIPE CULVERT.  A STANDARD MONEL METAL
 LY0738'RIVET, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEAD
 LY0738'WALL.
 LY0738
 LY0738                          STATION RECOVERY (2005)
 LY0738
 LY0738'RECOVERY NOTE BY GEOCACHING 2005 (JRI)
 LY0738'HANDHELD GPS COORDINATES 41 00 46.2 (N) 074 57 19.1 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0740 ***********************************************************************
 LY0740  DESIGNATION -  RV 2578
 LY0740  PID         -  LY0740
 LY0740  STATE/COUNTY-  NJ/WARREN
 LY0740  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY0740
 LY0740                         *CURRENT SURVEY CONTROL
 LY0740  ___________________________________________________________________
 LY0740* NAD 83(1986)-  41 01 05.     (N)    074 57 32.     (W)     SCALED    
 LY0740* NAVD 88     -       225.074  (meters)     738.43   (feet)  ADJUSTED  
 LY0740  ___________________________________________________________________
 LY0740  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LY0740  DYNAMIC HT  -         224.975 (meters)     738.11  (feet)  COMP
 LY0740  MODELED GRAV-     980,177.5   (mgal)                       NAVD 88
 LY0740
 LY0740  VERT ORDER  -  SECOND    CLASS 0
 LY0740
 LY0740.The horizontal coordinates were scaled from a topographic map and have
 LY0740.an estimated accuracy of +/- 6 seconds.
 LY0740
 LY0740.The orthometric height was determined by differential leveling
 LY0740.and adjusted by the National Geodetic Survey in June 1991..
 LY0740
 LY0740.The geoid height was determined by GEOID03.
 LY0740
 LY0740.The dynamic height is computed by dividing the NAVD 88
 LY0740.geopotential number by the normal gravity value computed on the
 LY0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0740.degrees latitude (g = 980.6199 gals.).
 LY0740
 LY0740.The modeled gravity was interpolated from observed gravity values.
 LY0740
 LY0740;                    North         East    Units  Estimated Accuracy
 LY0740;SPC NJ       -   242,650.      111,410.      MT  (+/- 180 meters Scaled)
 LY0740
 LY0740                          SUPERSEDED SURVEY CONTROL
 LY0740
 LY0740  NGVD 29 (??/??/92)  225.273  (m)          739.08   (f) ADJ UNCH    2 0
 LY0740
 LY0740.Superseded values are not recommended for survey control.
 LY0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0740.See file dsdata.txt to determine how the superseded data were derived.
 LY0740
 LY0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL034407(NAD 83)
 LY0740_MARKER: R = RIVET
 LY0740_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0740_SP_SET: CULVERT
 LY0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0740+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2006
 LY0740
 LY0740  HISTORY     - Date     Condition        Report By
 LY0740  HISTORY     - UNK      MONUMENTED       NJGS
 LY0740  HISTORY     - 1942     GOOD             NGS
 LY0740  HISTORY     - 20060521 GOOD             GEOCAC
 LY0740
 LY0740                          STATION DESCRIPTION
 LY0740
 LY0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0740'3.1 MI N FROM BLAIRSTOWN.
 LY0740'3.1 MILES NORTH ALONG THE BLAIRSTOWN-MILLBROOK ROAD FROM THE POST
 LY0740'OFFICE AT BLAIRSTOWN, BETWEEN POWER LINE POLES NO. HK 144 AND NO.
 LY0740'HK 145, AT A CONCRETE HEAD WALL OF A 12-INCH PIPE CULVERT BY
 LY0740'THE CORNER OF A RED BARN.  A STANDARD MONEL METAL RIVET, SET IN
 LY0740'THE TOP OF THE SOUTHWEST END OF THE HEAD WALL.
 LY0740
 LY0740                          STATION RECOVERY (2006)
 LY0740
 LY0740'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0740'THERE ARE HOUSES HERE, NOW, RATHER THAN A BARN.
 LY0740'HAND HELD GPS COORDINATES N 41 01 05.7 W 74 57 31.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0741 ***********************************************************************
 LY0741  DESIGNATION -  RV 2579
 LY0741  PID         -  LY0741
 LY0741  STATE/COUNTY-  NJ/WARREN
 LY0741  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY0741
 LY0741                         *CURRENT SURVEY CONTROL
 LY0741  ___________________________________________________________________
 LY0741* NAD 83(1986)-  41 01 18.     (N)    074 57 26.     (W)     SCALED    
 LY0741* NAVD 88     -       243.418  (meters)     798.61   (feet)  ADJUSTED  
 LY0741  ___________________________________________________________________
 LY0741  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LY0741  DYNAMIC HT  -         243.311 (meters)     798.26  (feet)  COMP
 LY0741  MODELED GRAV-     980,176.5   (mgal)                       NAVD 88
 LY0741
 LY0741  VERT ORDER  -  SECOND    CLASS 0
 LY0741
 LY0741.The horizontal coordinates were scaled from a topographic map and have
 LY0741.an estimated accuracy of +/- 6 seconds.
 LY0741
 LY0741.The orthometric height was determined by differential leveling
 LY0741.and adjusted by the National Geodetic Survey in June 1991..
 LY0741
 LY0741.The geoid height was determined by GEOID03.
 LY0741
 LY0741.The dynamic height is computed by dividing the NAVD 88
 LY0741.geopotential number by the normal gravity value computed on the
 LY0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0741.degrees latitude (g = 980.6199 gals.).
 LY0741
 LY0741.The modeled gravity was interpolated from observed gravity values.
 LY0741
 LY0741;                    North         East    Units  Estimated Accuracy
 LY0741;SPC NJ       -   243,050.      111,550.      MT  (+/- 180 meters Scaled)
 LY0741
 LY0741                          SUPERSEDED SURVEY CONTROL
 LY0741
 LY0741  NGVD 29 (??/??/92)  243.617  (m)          799.27   (f) ADJ UNCH    2 0
 LY0741
 LY0741.Superseded values are not recommended for survey control.
 LY0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0741.See file dsdata.txt to determine how the superseded data were derived.
 LY0741
 LY0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL035411(NAD 83)
 LY0741_MARKER: R = RIVET
 LY0741_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0741_SP_SET: CULVERT
 LY0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0741
 LY0741  HISTORY     - Date     Condition        Report By
 LY0741  HISTORY     - UNK      MONUMENTED       NJGS
 LY0741  HISTORY     - 1942     GOOD             NGS
 LY0741
 LY0741                          STATION DESCRIPTION
 LY0741
 LY0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0741'3.4 MI N FROM BLAIRSTOWN.
 LY0741'3.4 MILES NORTH ALONG THE BLAIRSTOWN-MILLBROOK ROAD FROM THE
 LY0741'POST OFFICE AT BLAIRSTOWN, BETWEEN POWER LINE POLES NO. HK 148
 LY0741'AND NO. HK 149, AT A 12-INCH PIPE CULVERT.  A STANDARD MONEL METAL
 LY0741'RIVET, SET IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0743 ***********************************************************************
 LY0743  DESIGNATION -  RV 2580
 LY0743  PID         -  LY0743
 LY0743  STATE/COUNTY-  NJ/WARREN
 LY0743  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY0743
 LY0743                         *CURRENT SURVEY CONTROL
 LY0743  ___________________________________________________________________
 LY0743* NAD 83(1986)-  41 01 34.     (N)    074 57 21.     (W)     SCALED    
 LY0743* NAVD 88     -       250.385  (meters)     821.47   (feet)  ADJUSTED  
 LY0743  ___________________________________________________________________
 LY0743  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LY0743  DYNAMIC HT  -         250.275 (meters)     821.11  (feet)  COMP
 LY0743  MODELED GRAV-     980,175.4   (mgal)                       NAVD 88
 LY0743
 LY0743  VERT ORDER  -  SECOND    CLASS 0
 LY0743
 LY0743.The horizontal coordinates were scaled from a topographic map and have
 LY0743.an estimated accuracy of +/- 6 seconds.
 LY0743
 LY0743.The orthometric height was determined by differential leveling
 LY0743.and adjusted by the National Geodetic Survey in June 1991..
 LY0743
 LY0743.The geoid height was determined by GEOID03.
 LY0743
 LY0743.The dynamic height is computed by dividing the NAVD 88
 LY0743.geopotential number by the normal gravity value computed on the
 LY0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0743.degrees latitude (g = 980.6199 gals.).
 LY0743
 LY0743.The modeled gravity was interpolated from observed gravity values.
 LY0743
 LY0743;                    North         East    Units  Estimated Accuracy
 LY0743;SPC NJ       -   243,550.      111,670.      MT  (+/- 180 meters Scaled)
 LY0743
 LY0743                          SUPERSEDED SURVEY CONTROL
 LY0743
 LY0743  NGVD 29 (??/??/92)  250.582  (m)          822.12   (f) ADJ UNCH    2 0
 LY0743
 LY0743.Superseded values are not recommended for survey control.
 LY0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0743.See file dsdata.txt to determine how the superseded data were derived.
 LY0743
 LY0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL037416(NAD 83)
 LY0743_MARKER: R = RIVET
 LY0743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0743_SP_SET: CULVERT
 LY0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0743
 LY0743  HISTORY     - Date     Condition        Report By
 LY0743  HISTORY     - UNK      MONUMENTED       NJGS
 LY0743  HISTORY     - 1942     GOOD             NGS
 LY0743  HISTORY     - 20050220 GOOD             GEOCAC
 LY0743
 LY0743                          STATION DESCRIPTION
 LY0743
 LY0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0743'3.7 MI N FROM BLAIRSTOWN.
 LY0743'3.7 MILES NORTH ALONG THE BLAIRSTOWN-MILLBROOK ROAD FROM THE
 LY0743'POST OFFICE AT BLAIRSTOWN, ABOUT 400 FEET NORTH OF THE ENTRANCE
 LY0743'TO THE PRINCETON SUMMER CAMP, 61 FEET SOUTH OF POWER LINE POLE
 LY0743'NO. HK 151, AND AT A 12-INCH PIPE CULVERT.  A STANDARD MONEL
 LY0743'METAL RIVET, SET IN THE TOP OF THE SOUTH END OF THE WEST HEAD
 LY0743'WALL.
 LY0743
 LY0743                          STATION RECOVERY (2005)
 LY0743
 LY0743'RECOVERY NOTE BY GEOCACHING 2005 (JRI)
 LY0743'HANDHELD GPS COORDINATES 41 01 33.7 (N) 074 57 20.8 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0744 ***********************************************************************
 LY0744  DESIGNATION -  RV 2581
 LY0744  PID         -  LY0744
 LY0744  STATE/COUNTY-  NJ/WARREN
 LY0744  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY0744
 LY0744                         *CURRENT SURVEY CONTROL
 LY0744  ___________________________________________________________________
 LY0744* NAD 83(1986)-  41 01 49.     (N)    074 57 24.     (W)     SCALED    
 LY0744* NAVD 88     -       255.347  (meters)     837.75   (feet)  ADJUSTED  
 LY0744  ___________________________________________________________________
 LY0744  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LY0744  DYNAMIC HT  -         255.234 (meters)     837.38  (feet)  COMP
 LY0744  MODELED GRAV-     980,174.9   (mgal)                       NAVD 88
 LY0744
 LY0744  VERT ORDER  -  SECOND    CLASS 0
 LY0744
 LY0744.The horizontal coordinates were scaled from a topographic map and have
 LY0744.an estimated accuracy of +/- 6 seconds.
 LY0744
 LY0744.The orthometric height was determined by differential leveling
 LY0744.and adjusted by the National Geodetic Survey in June 1991..
 LY0744
 LY0744.The geoid height was determined by GEOID03.
 LY0744
 LY0744.The dynamic height is computed by dividing the NAVD 88
 LY0744.geopotential number by the normal gravity value computed on the
 LY0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0744.degrees latitude (g = 980.6199 gals.).
 LY0744
 LY0744.The modeled gravity was interpolated from observed gravity values.
 LY0744
 LY0744;                    North         East    Units  Estimated Accuracy
 LY0744;SPC NJ       -   244,010.      111,600.      MT  (+/- 180 meters Scaled)
 LY0744
 LY0744                          SUPERSEDED SURVEY CONTROL
 LY0744
 LY0744  NGVD 29 (??/??/92)  255.544  (m)          838.40   (f) ADJ UNCH    2 0
 LY0744
 LY0744.Superseded values are not recommended for survey control.
 LY0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0744.See file dsdata.txt to determine how the superseded data were derived.
 LY0744
 LY0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL036421(NAD 83)
 LY0744_MARKER: R = RIVET
 LY0744_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0744_SP_SET: CULVERT
 LY0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0744
 LY0744  HISTORY     - Date     Condition        Report By
 LY0744  HISTORY     - UNK      MONUMENTED       NJGS
 LY0744  HISTORY     - 1942     GOOD             NGS
 LY0744  HISTORY     - 20050220 GOOD             GEOCAC
 LY0744
 LY0744                          STATION DESCRIPTION
 LY0744
 LY0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0744'3.6 MI S FROM MILLBROOK.
 LY0744'3.6 MILES SOUTH ALONG THE MILLBROOK-BLAIRSTOWN ROAD FROM THE
 LY0744'MILLBROOK INN AT MILLBROOK, ABOUT 400 FEET SOUTH OF THE FRANKLIN
 LY0744'GROVE SCHOOL, AT A 12-INCH PIPE CULVERT, A STANDARD MONEL METAL
 LY0744'RIVET, SET IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL.
 LY0744
 LY0744                          STATION RECOVERY (2005)
 LY0744
 LY0744'RECOVERY NOTE BY GEOCACHING 2005 (JRI)
 LY0744'HANDHELD GPS COORDINATES 41 01 49.7 (N) 074 57 24.1 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0172 ***********************************************************************
 KV0172  DESIGNATION -  RV 26 DLWRR
 KV0172  PID         -  KV0172
 KV0172  STATE/COUNTY-  NJ/PASSAIC
 KV0172  USGS QUAD   -  PATERSON (1995)
 KV0172
 KV0172                         *CURRENT SURVEY CONTROL
 KV0172  ___________________________________________________________________
 KV0172* NAD 83(1986)-  40 53 49.     (N)    074 12 39.     (W)     SCALED    
 KV0172* NAVD 88     -        58.271  (meters)     191.18   (feet)  ADJUSTED  
 KV0172  ___________________________________________________________________
 KV0172  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KV0172  DYNAMIC HT  -          58.246 (meters)     191.10  (feet)  COMP
 KV0172  MODELED GRAV-     980,202.3   (mgal)                       NAVD 88
 KV0172
 KV0172  VERT ORDER  -  FIRST     CLASS II
 KV0172
 KV0172.The horizontal coordinates were scaled from a topographic map and have
 KV0172.an estimated accuracy of +/- 6 seconds.
 KV0172
 KV0172.The orthometric height was determined by differential leveling
 KV0172.and adjusted by the National Geodetic Survey in June 1991..
 KV0172
 KV0172.The geoid height was determined by GEOID03.
 KV0172
 KV0172.The dynamic height is computed by dividing the NAVD 88
 KV0172.geopotential number by the normal gravity value computed on the
 KV0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0172.degrees latitude (g = 980.6199 gals.).
 KV0172
 KV0172.The modeled gravity was interpolated from observed gravity values.
 KV0172
 KV0172;                    North         East    Units  Estimated Accuracy
 KV0172;SPC NJ       -   229,140.      174,370.      MT  (+/- 180 meters Scaled)
 KV0172
 KV0172                          SUPERSEDED SURVEY CONTROL
 KV0172
 KV0172  NGVD 29 (??/??/??)   58.554  (m)          192.11   (f) ADJUSTED    1 2
 KV0172
 KV0172.Superseded values are not recommended for survey control.
 KV0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0172.See file dsdata.txt to determine how the superseded data were derived.
 KV0172
 KV0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL664276(NAD 83)
 KV0172_MARKER: R = RIVET
 KV0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0172_SP_SET: SIGNAL BASE
 KV0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0172
 KV0172  HISTORY     - Date     Condition        Report By
 KV0172  HISTORY     - 1933     MONUMENTED       DLWRR
 KV0172  HISTORY     - 1955     MARK NOT FOUND   CGS
 KV0172
 KV0172                          STATION DESCRIPTION
 KV0172
 KV0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KV0172'1.8 MI W FROM PATERSON.
 KV0172'1-3/4 MILES WEST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV0172'RAILROAD FROM PATERSON, ABOUT 1,600 FEET WEST OF MILEPOST 17,
 KV0172'ABOUT 1,000 FEET WEST OF THE WEST END OF THE BRIDGE OVER PASSAIC
 KV0172'RIVER, 45 YARDS EAST OF AUTOMATIC SIGNAL 17.5, IN THE TOP OF
 KV0172'THE SOUTHEAST CORNER OF AN ABANDONED SIGNAL BASE, 1-1/2 INCHES
 KV0172'WEST OF THE EAST END, 1-1/2 INCHES NORTH OF THE SOUTH EDGE, 6
 KV0172'FEET 10 INCHES NORTH OF THE NORTH RAIL, AND FLUSH WITH THE
 KV0172'GROUND.  A STANDARD MONEL-METAL RIVET.  NOTE-- THE DELAWARE,
 KV0172'LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV0172'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0176 ***********************************************************************
 KV0176  DESIGNATION -  RV 27 DLWRR
 KV0176  PID         -  KV0176
 KV0176  STATE/COUNTY-  NJ/PASSAIC
 KV0176  USGS QUAD   -  PATERSON (1995)
 KV0176
 KV0176                         *CURRENT SURVEY CONTROL
 KV0176  ___________________________________________________________________
 KV0176* NAD 83(1986)-  40 54 05.     (N)    074 14 21.     (W)     SCALED    
 KV0176* NAVD 88     -        56.552  (meters)     185.54   (feet)  ADJUSTED  
 KV0176  ___________________________________________________________________
 KV0176  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV0176  DYNAMIC HT  -          56.528 (meters)     185.46  (feet)  COMP
 KV0176  MODELED GRAV-     980,205.0   (mgal)                       NAVD 88
 KV0176
 KV0176  VERT ORDER  -  FIRST     CLASS II
 KV0176
 KV0176.The horizontal coordinates were scaled from a topographic map and have
 KV0176.an estimated accuracy of +/- 6 seconds.
 KV0176
 KV0176.The orthometric height was determined by differential leveling
 KV0176.and adjusted by the National Geodetic Survey in June 1991..
 KV0176
 KV0176.The geoid height was determined by GEOID03.
 KV0176
 KV0176.The dynamic height is computed by dividing the NAVD 88
 KV0176.geopotential number by the normal gravity value computed on the
 KV0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0176.degrees latitude (g = 980.6199 gals.).
 KV0176
 KV0176.The modeled gravity was interpolated from observed gravity values.
 KV0176
 KV0176;                    North         East    Units  Estimated Accuracy
 KV0176;SPC NJ       -   229,630.      171,980.      MT  (+/- 180 meters Scaled)
 KV0176
 KV0176                          SUPERSEDED SURVEY CONTROL
 KV0176
 KV0176  NGVD 29 (??/??/??)   56.834  (m)          186.46   (f) ADJUSTED    1 2
 KV0176
 KV0176.Superseded values are not recommended for survey control.
 KV0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0176.See file dsdata.txt to determine how the superseded data were derived.
 KV0176
 KV0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL640280(NAD 83)
 KV0176_MARKER: R = RIVET
 KV0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0176_SP_SET: CONCRETE BASE
 KV0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0176
 KV0176  HISTORY     - Date     Condition        Report By
 KV0176  HISTORY     - 1933     MONUMENTED       DLWRR
 KV0176  HISTORY     - 1939     GOOD             CGS
 KV0176
 KV0176                          STATION DESCRIPTION
 KV0176
 KV0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 KV0176'0.8 MI W FROM TOTOWA.
 KV0176'0.8 MILE WEST ALONG THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 KV0176'FROM THE LITTLE FALLS STATION AT TOTOWA, ABOUT 750 FEET WEST OF
 KV0176'MILEPOST 19, 60 FEET WEST OF THE CENTER OF A HIGHWAY CROSSING,
 KV0176'ACROSS THE HIGHWAY FROM SIGNAL 19.2, ACROSS THE TRACK FROM SIGNAL
 KV0176'19.3, AT ABANDONED SEMAPHORE SIGNAL 19.4, IN THE TOP OF THE
 KV0176'NORTHWEST CORNER OF THE CONCRETE BASE, 2 INCHES EAST OF THE WEST
 KV0176'END, 2 INCHES SOUTH OF THE NORTH EDGE, 7 FEET 6 INCHES SOUTH OF
 KV0176'THE SOUTH RAIL, AND LEVEL WITH THE BASE OF THE RAIL.  A STANDARD
 KV0176'MONEL-METAL RIVET.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN
 KV0176'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD
 KV0176'IS NOW THE ERIE LACAKWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9198 ***********************************************************************
 AH9198  DESIGNATION -  RV 2700
 AH9198  PID         -  AH9198
 AH9198  STATE/COUNTY-  NJ/CAPE MAY
 AH9198  USGS QUAD   -  OCEAN CITY (1994)
 AH9198
 AH9198                         *CURRENT SURVEY CONTROL
 AH9198  ___________________________________________________________________
 AH9198* NAD 83(1986)-  39 16 28.     (N)    074 35 00.     (W)     SCALED    
 AH9198* NAVD 88     -         1.496  (meters)       4.91   (feet)  ADJUSTED  
 AH9198  ___________________________________________________________________
 AH9198  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 AH9198  DYNAMIC HT  -           1.495 (meters)       4.90  (feet)  COMP
 AH9198  MODELED GRAV-     980,097.4   (mgal)                       NAVD 88
 AH9198
 AH9198  VERT ORDER  -  FIRST     CLASS II
 AH9198
 AH9198.The horizontal coordinates were scaled from a topographic map and have
 AH9198.an estimated accuracy of +/- 6 seconds.
 AH9198
 AH9198.The orthometric height was determined by differential leveling
 AH9198.and adjusted by the National Geodetic Survey in March 2001..
 AH9198
 AH9198.The geoid height was determined by GEOID03.
 AH9198
 AH9198.The dynamic height is computed by dividing the NAVD 88
 AH9198.geopotential number by the normal gravity value computed on the
 AH9198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9198.degrees latitude (g = 980.6199 gals.).
 AH9198
 AH9198.The modeled gravity was interpolated from observed gravity values.
 AH9198
 AH9198;                    North         East    Units  Estimated Accuracy
 AH9198;SPC NJ       -    48,970.      142,810.      MT  (+/- 180 meters Scaled)
 AH9198
 AH9198                          SUPERSEDED SURVEY CONTROL
 AH9198
 AH9198.No superseded survey control is available for this station.
 AH9198
 AH9198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ359473(NAD 83)
 AH9198_MARKER: R = RIVET
 AH9198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9198_MARK LOGO: NONE  
 AH9198_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9198+STABILITY: SURFACE MOTION
 AH9198_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9198+SATELLITE: SATELLITE OBSERVATIONS - September 17, 1996
 AH9198
 AH9198  HISTORY     - Date     Condition        Report By
 AH9198  HISTORY     - 1996     MONUMENTED       NJGS
 AH9198  HISTORY     - 19960917 GOOD             NJGS
 AH9198
 AH9198                          STATION DESCRIPTION
 AH9198
 AH9198'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 AH9198'THE STATION IS LOCATED IN THE CITY OF OCEAN CITY.  TO REACH THE
 AH9198'STATION FROM THE INTERSECTION OF STATE ROUTE 52 ALSO KNOWN AS NINTH
 AH9198'STREET AND ASBURY AVENUE, GO SOUTH ON ASBURY AVENUE FOR 0.45 MI (0.72
 AH9198'KM) TO THE STATION ON THE RIGHT, SET ABOUT 0.1 FT (3.0 CM) BELOW THE
 AH9198'GROUND BETWEEN THE CURB AND THE SIDEWALK IN FRONT OF HOUSE NUMBER
 AH9198'1312.  THE STATION IS 136 FT (41.5 M) SOUTHWEST FROM THE SOUTHWEST
 AH9198'CURB OF THIRTEENTH STREET, 2.3 FT (0.7 M) NORTHWEST FROM THE NORTHWEST
 AH9198'CURB OF ASBURY AVENUE, 9.5 FT (2.9 M) FROM POLE NUMBER 02261, 20.8 FT
 AH9198'(6.3 M) SOUTHEAST FROM THE SOUTH CORNER OF HOUSE NUMBER 1312 AND 28.6
 AH9198'FT (8.7 M) SOUTH FROM THE EAST CORNER OF HOUSE NUMBER 1312.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0185 ***********************************************************************
 KV0185  DESIGNATION -  RV 28 ERIERR
 KV0185  PID         -  KV0185
 KV0185  STATE/COUNTY-  NJ/PASSAIC
 KV0185  USGS QUAD   -  POMPTON PLAINS (1995)
 KV0185
 KV0185                         *CURRENT SURVEY CONTROL
 KV0185  ___________________________________________________________________
 KV0185* NAD 83(1986)-  40 54 55.     (N)    074 16 07.     (W)     SCALED    
 KV0185* NAVD 88     -        54.091  (meters)     177.46   (feet)  ADJUSTED  
 KV0185  ___________________________________________________________________
 KV0185  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV0185  DYNAMIC HT  -          54.068 (meters)     177.39  (feet)  COMP
 KV0185  MODELED GRAV-     980,204.4   (mgal)                       NAVD 88
 KV0185
 KV0185  VERT ORDER  -  FIRST     CLASS II
 KV0185
 KV0185.The horizontal coordinates were scaled from a topographic map and have
 KV0185.an estimated accuracy of +/- 6 seconds.
 KV0185
 KV0185.The orthometric height was determined by differential leveling
 KV0185.and adjusted by the National Geodetic Survey in June 1991..
 KV0185
 KV0185.The geoid height was determined by GEOID03.
 KV0185
 KV0185.The dynamic height is computed by dividing the NAVD 88
 KV0185.geopotential number by the normal gravity value computed on the
 KV0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0185.degrees latitude (g = 980.6199 gals.).
 KV0185
 KV0185.The modeled gravity was interpolated from observed gravity values.
 KV0185
 KV0185;                    North         East    Units  Estimated Accuracy
 KV0185;SPC NJ       -   231,170.      169,490.      MT  (+/- 180 meters Scaled)
 KV0185
 KV0185                          SUPERSEDED SURVEY CONTROL
 KV0185
 KV0185  NGVD 29 (??/??/??)   54.372  (m)          178.39   (f) ADJUSTED    1 2
 KV0185
 KV0185.Superseded values are not recommended for survey control.
 KV0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0185.See file dsdata.txt to determine how the superseded data were derived.
 KV0185
 KV0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL615296(NAD 83)
 KV0185_MARKER: R = RIVET
 KV0185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0185_SP_SET: ABUTMENT
 KV0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0185
 KV0185  HISTORY     - Date     Condition        Report By
 KV0185  HISTORY     - 1933     MONUMENTED       ERIERR
 KV0185  HISTORY     - 1934     GOOD             CGS
 KV0185
 KV0185                          STATION DESCRIPTION
 KV0185
 KV0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0185'AT MOUNTAIN VIEW.
 KV0185'AT MOUNTAIN VIEW, PASSAIC COUNTY, ON THE ERIE RAILROAD, ABOUT 500
 KV0185'FEET SOUTH OF THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 KV0185'CROSSING, 220 FEET NORTH OF A GRADE CROSSING, IN THE TOP OF THE
 KV0185'EAST END OF AN ABANDONED CONCRETE ABUTMENT, 9 FEET EAST OF THE
 KV0185'EAST RAIL, AND ABOUT 6 INCHES LOWER THAN THE BASE OF THE RAIL.  A
 KV0185'STANDARD MONEL-METAL RIVET.  NOTE-- THE DELAWARE, LACKAWANNA AND
 KV0185'WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE
 KV0185'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1143 ***********************************************************************
 KV1143  DESIGNATION -  RV 2800
 KV1143  PID         -  KV1143
 KV1143  STATE/COUNTY-  NJ/BURLINGTON
 KV1143  USGS QUAD   -  TRENTON EAST (1981)
 KV1143
 KV1143                         *CURRENT SURVEY CONTROL
 KV1143  ___________________________________________________________________
 KV1143* NAD 83(1986)-  40 08 41.     (N)    074 42 39.     (W)     SCALED    
 KV1143* NAVD 88     -        18.003  (meters)      59.06   (feet)  ADJUSTED  
 KV1143  ___________________________________________________________________
 KV1143  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV1143  DYNAMIC HT  -          17.995 (meters)      59.04  (feet)  COMP
 KV1143  MODELED GRAV-     980,196.5   (mgal)                       NAVD 88
 KV1143
 KV1143  VERT ORDER  -  FIRST     CLASS I
 KV1143
 KV1143.The horizontal coordinates were scaled from a topographic map and have
 KV1143.an estimated accuracy of +/- 6 seconds.
 KV1143
 KV1143.The orthometric height was determined by differential leveling
 KV1143.and adjusted by the National Geodetic Survey in June 1991..
 KV1143
 KV1143.The geoid height was determined by GEOID03.
 KV1143
 KV1143.The dynamic height is computed by dividing the NAVD 88
 KV1143.geopotential number by the normal gravity value computed on the
 KV1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1143.degrees latitude (g = 980.6199 gals.).
 KV1143
 KV1143.The modeled gravity was interpolated from observed gravity values.
 KV1143
 KV1143;                    North         East    Units  Estimated Accuracy
 KV1143;SPC NJ       -   145,600.      132,040.      MT  (+/- 180 meters Scaled)
 KV1143
 KV1143                          SUPERSEDED SURVEY CONTROL
 KV1143
 KV1143  NGVD 29 (01/10/92)   18.329  (m)           60.13   (f) ADJUSTED    1 1
 KV1143
 KV1143.Superseded values are not recommended for survey control.
 KV1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1143.See file dsdata.txt to determine how the superseded data were derived.
 KV1143
 KV1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK246438(NAD 83)
 KV1143_MARKER: R = RIVET
 KV1143_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1143_SP_SET: PIER
 KV1143_MARK LOGO: NONE  
 KV1143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1143+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1988
 KV1143
 KV1143  HISTORY     - Date     Condition        Report By
 KV1143  HISTORY     - UNK      MONUMENTED       NJGS
 KV1143  HISTORY     - 1974     GOOD             NGS
 KV1143  HISTORY     - 19880713 GOOD             NJGS
 KV1143
 KV1143                          STATION DESCRIPTION
 KV1143
 KV1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1143'AT BORDENTOWN.
 KV1143'AT BORDENTOWN, AT THE JUNCTION OF FARNSWORTH AVENUE AND WEST
 KV1143'STREET, SET IN A GRANITE PIER SUPPORTING A STONE CANOPY NEAR THE
 KV1143'SOUTH CORNER OF THE FIRST NATIONAL BANK OF SOUTH JERSEY BUILDING,
 KV1143'20.4 FEET NORTHEAST OF THE NORTHEAST CURB OF FARNSWORTH AVENUE,
 KV1143'91 FEET NORTHWEST OF THE NORTHWEST CURB OF WEST STREET, 12 FEET
 KV1143'SOUTHEAST OF THE CENTER OF THE MAIN ENTRANCE TO THE BUILDING,
 KV1143'2.8 FEET NORTHWEST OF THE SOUTH CORNER OF THE BUILDING AND 2
 KV1143'FEET ABOVE THE SIDEWALK.
 KV1143
 KV1143                          STATION RECOVERY (1988)
 KV1143
 KV1143'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0186 ***********************************************************************
 KV0186  DESIGNATION -  RV 29 ERIERR
 KV0186  PID         -  KV0186
 KV0186  STATE/COUNTY-  NJ/PASSAIC
 KV0186  USGS QUAD   -  POMPTON PLAINS (1995)
 KV0186
 KV0186                         *CURRENT SURVEY CONTROL
 KV0186  ___________________________________________________________________
 KV0186* NAD 83(1986)-  40 55 04.     (N)    074 16 14.     (W)     SCALED    
 KV0186* NAVD 88     -        53.048  (meters)     174.04   (feet)  ADJUSTED  
 KV0186  ___________________________________________________________________
 KV0186  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV0186  DYNAMIC HT  -          53.026 (meters)     173.97  (feet)  COMP
 KV0186  MODELED GRAV-     980,204.4   (mgal)                       NAVD 88
 KV0186
 KV0186  VERT ORDER  -  FIRST     CLASS II
 KV0186
 KV0186.The horizontal coordinates were scaled from a topographic map and have
 KV0186.an estimated accuracy of +/- 6 seconds.
 KV0186
 KV0186.The orthometric height was determined by differential leveling
 KV0186.and adjusted by the National Geodetic Survey in June 1991..
 KV0186
 KV0186.The geoid height was determined by GEOID03.
 KV0186
 KV0186.The dynamic height is computed by dividing the NAVD 88
 KV0186.geopotential number by the normal gravity value computed on the
 KV0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0186.degrees latitude (g = 980.6199 gals.).
 KV0186
 KV0186.The modeled gravity was interpolated from observed gravity values.
 KV0186
 KV0186;                    North         East    Units  Estimated Accuracy
 KV0186;SPC NJ       -   231,440.      169,330.      MT  (+/- 180 meters Scaled)
 KV0186
 KV0186                          SUPERSEDED SURVEY CONTROL
 KV0186
 KV0186  NGVD 29 (??/??/??)   53.329  (m)          174.96   (f) ADJUSTED    1 2
 KV0186
 KV0186.Superseded values are not recommended for survey control.
 KV0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0186.See file dsdata.txt to determine how the superseded data were derived.
 KV0186
 KV0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL614298(NAD 83)
 KV0186_MARKER: R = RIVET
 KV0186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0186_SP_SET: BRIDGE
 KV0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0186
 KV0186  HISTORY     - Date     Condition        Report By
 KV0186  HISTORY     - 1933     MONUMENTED       ERIERR
 KV0186  HISTORY     - 1934     GOOD             CGS
 KV0186
 KV0186                          STATION DESCRIPTION
 KV0186
 KV0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0186'AT MOUNTAIN VIEW.
 KV0186'AT MOUNTAIN VIEW, PASSAIC COUNTY, ON THE GREENWOOD LAKE DIVISION
 KV0186'OF THE ERIE RAILROAD, ABOUT 660 FEET NORTH OF THE DELAWARE,
 KV0186'LACKAWANNA AND WESTERN RAILROAD CROSSING, AT BRIDGE 21.88,
 KV0186'IN THE TOP OF THE NORTHWEST CORNER OF THE WEST ABUTMENT,
 KV0186'6 FEET EAST OF THE EAST RAIL, AND ABOUT 1 FOOT LOWER THAN THE BASE
 KV0186'OF THE RAIL.  A STANDARD MONEL-METAL RIVET.  NOTE-- THE DELAWARE,
 KV0186'LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV0186'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9745 ***********************************************************************
 AI9745  DESIGNATION -  RV 2990
 AI9745  PID         -  AI9745
 AI9745  STATE/COUNTY-  NJ/CUMBERLAND
 AI9745  USGS QUAD   -  SHILOH (1993)
 AI9745
 AI9745                         *CURRENT SURVEY CONTROL
 AI9745  ___________________________________________________________________
 AI9745* NAD 83(1986)-  39 23 24.     (N)    075 21 43.     (W)     SCALED    
 AI9745* NAVD 88     -         2.369  (meters)       7.77   (feet)  ADJUSTED  
 AI9745  ___________________________________________________________________
 AI9745  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 AI9745  DYNAMIC HT  -           2.368 (meters)       7.77  (feet)  COMP
 AI9745  MODELED GRAV-     980,115.7   (mgal)                       NAVD 88
 AI9745
 AI9745  VERT ORDER  -  SECOND    CLASS I
 AI9745
 AI9745.The horizontal coordinates were scaled from a topographic map and have
 AI9745.an estimated accuracy of +/- 6 seconds.
 AI9745
 AI9745.The orthometric height was determined by differential leveling
 AI9745.and adjusted by the National Geodetic Survey in March 2001..
 AI9745.No vertical observational check was made to the station.
 AI9745
 AI9745.The geoid height was determined by GEOID03.
 AI9745
 AI9745.The dynamic height is computed by dividing the NAVD 88
 AI9745.geopotential number by the normal gravity value computed on the
 AI9745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9745.degrees latitude (g = 980.6199 gals.).
 AI9745
 AI9745.The modeled gravity was interpolated from observed gravity values.
 AI9745
 AI9745;                    North         East    Units  Estimated Accuracy
 AI9745;SPC NJ       -    62,150.       75,750.      MT  (+/- 180 meters Scaled)
 AI9745
 AI9745                          SUPERSEDED SURVEY CONTROL
 AI9745
 AI9745.No superseded survey control is available for this station.
 AI9745
 AI9745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ688601(NAD 83)
 AI9745_MARKER: R = RIVET
 AI9745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9745_MARK LOGO: NONE  
 AI9745_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9745+STABILITY: SURFACE MOTION
 AI9745_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9745+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1998
 AI9745
 AI9745  HISTORY     - Date     Condition        Report By
 AI9745  HISTORY     - 1936     MONUMENTED       NJGS
 AI9745  HISTORY     - 19980915 GOOD             NJGS
 AI9745
 AI9745                          STATION DESCRIPTION
 AI9745
 AI9745'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI9745'THE STATION IS LOCATED IN GREENWICH TOWNSHIP ON THE SOUTH SIDE OF
 AI9745'BACONS NECK ROAD, COUNTY ROAD 642.  TO REACH THE STATION FROM THE
 AI9745'JUNCTION OF STATE ROUTES 49 AND 77 IN BRIDGETON, GO WEST ON STATE
 AI9745'ROUTE 49 FOR 0.7 MI (1.1 KM) TO THE INTERSECTION WITH SOUTHWEST AVENUE
 AI9745'AT A TRAFFIC LIGHT.  TURN LEFT AND GO 0.1 MI (0.2 KM) ON SOUTHWEST
 AI9745'AVENUE TO THE INTERSECTION WITH BOWENTOWN ROAD, COUNTY ROAD 607 ON THE
 AI9745'RIGHT.  TURN RIGHT AND GO WEST ON COUNTY ROAD 607 FOR 6.1 MI (9.8 KM)
 AI9745'TO THE TEE INTERSECTION WITH MAIN STREET, COUNTY ROAD 623 IN
 AI9745'GREENWICH.  TURN RIGHT AND GO NORTHWEST ON COUNTY ROAD 623 FOR 0.3 MI
 AI9745'(0.5 KM) TO THE TEE INTERSECTION WITH BACONS NECK ROAD, COUNTY ROAD
 AI9745'642 ON THE LEFT.  TURN LEFT AND GO SOUTH SOUTHWEST ON COUNTY ROAD 642
 AI9745'FOR 1.1 MI (1.8 KM) TO THE TEE INTERSECTION WITH GUM TREE CORNER ROAD
 AI9745'ON THE RIGHT AND THE STATION ON THE LEFT.  THE STATION IS 8.0 M (26.2
 AI9745'FT) SOUTH FROM THE CENTERLINE OF COUNTY ROAD 642, 23.5 M (77.1 FT)
 AI9745'SOUTHEAST FROM WOOD UTILITY POLE NUMBER 344, 4.8 M (15.7 FT) WEST FROM
 AI9745'WOOD UTILITY POLE NUMBER B 17198 AND 0.3 M (1.0 FT) EAST FROM THE
 AI9745'EXTENDED CENTERLINE OF GUM TREE CORNER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0032 ***********************************************************************
 KV0032  DESIGNATION -  RV 3
 KV0032  PID         -  KV0032
 KV0032  STATE/COUNTY-  NJ/MIDDLESEX
 KV0032  USGS QUAD   -  PERTH AMBOY (1981)
 KV0032
 KV0032                         *CURRENT SURVEY CONTROL
 KV0032  ___________________________________________________________________
 KV0032* NAD 83(1986)-  40 35 03.     (N)    074 17 35.     (W)     SCALED    
 KV0032* NAVD 88     -        18.689  (meters)      61.32   (feet)  ADJUSTED  
 KV0032  ___________________________________________________________________
 KV0032  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KV0032  DYNAMIC HT  -          18.681 (meters)      61.29  (feet)  COMP
 KV0032  MODELED GRAV-     980,211.2   (mgal)                       NAVD 88
 KV0032
 KV0032  VERT ORDER  -  FIRST     CLASS I
 KV0032
 KV0032.The horizontal coordinates were scaled from a topographic map and have
 KV0032.an estimated accuracy of +/- 6 seconds.
 KV0032
 KV0032.The orthometric height was determined by differential leveling
 KV0032.and adjusted by the National Geodetic Survey in June 1991..
 KV0032
 KV0032.The geoid height was determined by GEOID03.
 KV0032
 KV0032.The dynamic height is computed by dividing the NAVD 88
 KV0032.geopotential number by the normal gravity value computed on the
 KV0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0032.degrees latitude (g = 980.6199 gals.).
 KV0032
 KV0032.The modeled gravity was interpolated from observed gravity values.
 KV0032
 KV0032;                    North         East    Units  Estimated Accuracy
 KV0032;SPC NJ       -   194,400.      167,520.      MT  (+/- 180 meters Scaled)
 KV0032
 KV0032                          SUPERSEDED SURVEY CONTROL
 KV0032
 KV0032  NGVD 29 (04/16/92)   19.004  (m)           62.35   (f) ADJUSTED    1 1
 KV0032
 KV0032.Superseded values are not recommended for survey control.
 KV0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0032.See file dsdata.txt to determine how the superseded data were derived.
 KV0032
 KV0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK598928(NAD 83)
 KV0032_MARKER: R = RIVET
 KV0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0032_SP_SET: CURB
 KV0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0032
 KV0032  HISTORY     - Date     Condition        Report By
 KV0032  HISTORY     - 1933     MONUMENTED       CGS
 KV0032  HISTORY     - 1964     GOOD             CGS
 KV0032  HISTORY     - 1965     GOOD             CGS
 KV0032  HISTORY     - 1989     GOOD             USPSQD
 KV0032  HISTORY     - 20040407 MARK NOT FOUND   GEOCAC
 KV0032
 KV0032                          STATION DESCRIPTION
 KV0032
 KV0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0032'AT AVENEL.
 KV0032'AT AVENEL, AT THE INTERSECTION OF STATE HIGHWAY 35 AND AVENEL
 KV0032'STREET, AT THE SOUTHEAST CORNER OF THE INTERSECTION, 38.0 FEET
 KV0032'SOUTH OF THE CENTER LINE OF AVENEL STREET, 18.0 FEET EAST OF
 KV0032'THE CENTER LINE OF STATE HIGHWAY 35 AND IS SET IN THE TOP OF THE
 KV0032'CURB WHICH IS ABOUT 8 INCHES ABOVE HIGHWAY 35.
 KV0032
 KV0032                          STATION RECOVERY (1965)
 KV0032
 KV0032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0032'RECOVERED IN GOOD CONDITION.
 KV0032
 KV0032                          STATION RECOVERY (1989)
 KV0032
 KV0032'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0032'RECOVERED IN GOOD CONDITION.
 KV0032
 KV0032                          STATION RECOVERY (2004)
 KV0032
 KV0032'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 KV0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0187 ***********************************************************************
 KV0187  DESIGNATION -  RV 30 ERIERR
 KV0187  PID         -  KV0187
 KV0187  STATE/COUNTY-  NJ/PASSAIC
 KV0187  USGS QUAD   -  POMPTON PLAINS (1995)
 KV0187
 KV0187                         *CURRENT SURVEY CONTROL
 KV0187  ___________________________________________________________________
 KV0187* NAD 83(1986)-  40 55 31.     (N)    074 16 30.     (W)     SCALED    
 KV0187* NAVD 88     -        52.167  (meters)     171.15   (feet)  ADJUSTED  
 KV0187  ___________________________________________________________________
 KV0187  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV0187  DYNAMIC HT  -          52.145 (meters)     171.08  (feet)  COMP
 KV0187  MODELED GRAV-     980,204.6   (mgal)                       NAVD 88
 KV0187
 KV0187  VERT ORDER  -  FIRST     CLASS II
 KV0187
 KV0187.The horizontal coordinates were scaled from a topographic map and have
 KV0187.an estimated accuracy of +/- 6 seconds.
 KV0187
 KV0187.The orthometric height was determined by differential leveling
 KV0187.and adjusted by the National Geodetic Survey in June 1991..
 KV0187
 KV0187.The geoid height was determined by GEOID03.
 KV0187
 KV0187.The dynamic height is computed by dividing the NAVD 88
 KV0187.geopotential number by the normal gravity value computed on the
 KV0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0187.degrees latitude (g = 980.6199 gals.).
 KV0187
 KV0187.The modeled gravity was interpolated from observed gravity values.
 KV0187
 KV0187;                    North         East    Units  Estimated Accuracy
 KV0187;SPC NJ       -   232,280.      168,950.      MT  (+/- 180 meters Scaled)
 KV0187
 KV0187                          SUPERSEDED SURVEY CONTROL
 KV0187
 KV0187  NGVD 29 (??/??/??)   52.448  (m)          172.07   (f) ADJUSTED    1 2
 KV0187
 KV0187.Superseded values are not recommended for survey control.
 KV0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0187.See file dsdata.txt to determine how the superseded data were derived.
 KV0187
 KV0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL610307(NAD 83)
 KV0187_MARKER: R = RIVET
 KV0187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0187_SP_SET: FOUNDATION
 KV0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0187
 KV0187  HISTORY     - Date     Condition        Report By
 KV0187  HISTORY     - 1933     MONUMENTED       ERIERR
 KV0187  HISTORY     - 1934     GOOD             CGS
 KV0187
 KV0187                          STATION DESCRIPTION
 KV0187
 KV0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0187'AT WAYNE.
 KV0187'AT WAYNE, PASSAIC COUNTY, 120 FEET SOUTH OF THE ERIE RAILROAD
 KV0187'STATION, ABOUT 2,640 FEET NORTH OF MILEPOST 22, 20 FEET EAST OF
 KV0187'THE EAST FACE OF A LARGE BRICK BUILDING, AND IN THE TOP OF AN
 KV0187'ABANDONED CONCRETE SIGNAL FOUNDATION, 6 FEET WEST OF THE WEST
 KV0187'RAIL, AND LEVEL WITH THE BASE OF THE RAIL.  A STANDARD
 KV0187'MONEL-METAL RIVET.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN
 KV0187'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS
 KV0187'NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9735 ***********************************************************************
 AI9735  DESIGNATION -  RV 3076
 AI9735  PID         -  AI9735
 AI9735  STATE/COUNTY-  NJ/CUMBERLAND
 AI9735  USGS QUAD   -  DIVIDING CREEK (1986)
 AI9735
 AI9735                         *CURRENT SURVEY CONTROL
 AI9735  ___________________________________________________________________
 AI9735* NAD 83(1986)-  39 16 19.     (N)    075 01 43.     (W)     SCALED    
 AI9735* NAVD 88     -         3.845  (meters)      12.61   (feet)  ADJUSTED  
 AI9735  ___________________________________________________________________
 AI9735  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 AI9735  DYNAMIC HT  -           3.843 (meters)      12.61  (feet)  COMP
 AI9735  MODELED GRAV-     980,102.1   (mgal)                       NAVD 88
 AI9735
 AI9735  VERT ORDER  -  FIRST     CLASS II
 AI9735
 AI9735.The horizontal coordinates were scaled from a topographic map and have
 AI9735.an estimated accuracy of +/- 6 seconds.
 AI9735
 AI9735.The orthometric height was determined by differential leveling
 AI9735.and adjusted by the National Geodetic Survey in March 2001..
 AI9735.No vertical observational check was made to the station.
 AI9735
 AI9735.The geoid height was determined by GEOID03.
 AI9735
 AI9735.The dynamic height is computed by dividing the NAVD 88
 AI9735.geopotential number by the normal gravity value computed on the
 AI9735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9735.degrees latitude (g = 980.6199 gals.).
 AI9735
 AI9735.The modeled gravity was interpolated from observed gravity values.
 AI9735
 AI9735;                    North         East    Units  Estimated Accuracy
 AI9735;SPC NJ       -    48,820.      104,390.      MT  (+/- 180 meters Scaled)
 AI9735
 AI9735                          SUPERSEDED SURVEY CONTROL
 AI9735
 AI9735.No superseded survey control is available for this station.
 AI9735
 AI9735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ975469(NAD 83)
 AI9735_MARKER: R = RIVET
 AI9735_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI9735_SP_SET: CULVERT HEADWALL
 AI9735_MARK LOGO: NONE  
 AI9735_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9735+STABILITY: SURFACE MOTION
 AI9735_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9735+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1998
 AI9735
 AI9735  HISTORY     - Date     Condition        Report By
 AI9735  HISTORY     - 1936     MONUMENTED       NJGS
 AI9735  HISTORY     - 19980916 GOOD             NJGS
 AI9735
 AI9735                          STATION DESCRIPTION
 AI9735
 AI9735'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9735'THE STATION IS LOCATED IN COMMERCIAL TOWNSHIP ON THE WEST SIDE OF
 AI9735'COUNTY ROAD 649.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AI9735'ROUTE 47 AND THE SOUTHERN TERMINUS OF STATE ROUTE 55 AT MILEPOINT 20,
 AI9735'GO 2.9 MI (4.7 KM) SOUTH ON STATE ROUTE 47 TO THE JUNCTION WITH STATE
 AI9735'ROUTE 347 AT A LEFT WYE TURN.  CONTINUE SOUTH ON STATE ROUTE 47 FOR
 AI9735'0.15 MI (0.24 KM) TO THE JUNCTION WITH COUNTY ROAD 670.  TURN RIGHT
 AI9735'AND GO WEST ON COUNTY ROAD 670 FOR 1.5 MI (2.4 KM) TO THE JUNCTION
 AI9735'WITH BUCKSHUTEM ROAD AT A BLINKING YELLOW TRAFFIC LIGHT.  TURN LEFT
 AI9735'AND GO SOUTH ON BUCKSHUTEM ROAD, COUNTY ROAD 744 FOR 0.2 MI (0.3 KM)
 AI9735'TO THE INTERSECTION WITH HIGHLAND STREET IN MAURICETOWN.  TURN RIGHT
 AI9735'AND GO WEST ON HIGHLAND STREET FOR 0.85 MI (1.37 KM) TO THE CROSSROADS
 AI9735'INTERSECTION WITH COUNTY ROAD 649 AT A STOP SIGN AND A BLINKING RED
 AI9735'TRAFFIC LIGHT.  TURN LEFT AND GO SOUTH ON COUNTY ROAD 649 FOR 1.2 MI
 AI9735'(1.9 KM) TO A STOP SIGN AT THE SKEWED TEE INTERSECTION WITH NORTH
 AI9735'AVENUE.  TURN LEFT AND CONTINUE SOUTH ON COUNTY ROAD 649 FOR 0.55 MI
 AI9735'(0.89 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN
 AI9735'THE CENTER OF AN U-SHAPED CONCRETE CULVERT HEADWALL. THE STATION IS
 AI9735'10.6 M (34.8 FT) NORTH FROM UTILITY POLE NUMBER 81, 7.3 M (24.0 FT)
 AI9735'WEST FROM THE CENTERLINE OF NORTH AVENUE, 12.8 M (42.0 FT) SOUTHEAST
 AI9735'FROM THE SOUTHEAST CORNER OF HOUSE NUMBER 1487, A ONE STORY FRAME
 AI9735'DWELLING AND 17.0 M (55.8 FT) SOUTHWEST FROM UTILITY POLE NUMBER
 AI9735'B4439.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9734 ***********************************************************************
 AI9734  DESIGNATION -  RV 3077
 AI9734  PID         -  AI9734
 AI9734  STATE/COUNTY-  NJ/CUMBERLAND
 AI9734  USGS QUAD   -  DIVIDING CREEK (1986)
 AI9734
 AI9734                         *CURRENT SURVEY CONTROL
 AI9734  ___________________________________________________________________
 AI9734* NAD 83(1986)-  39 16 43.     (N)    075 01 28.     (W)     SCALED    
 AI9734* NAVD 88     -         3.096  (meters)      10.16   (feet)  ADJUSTED  
 AI9734  ___________________________________________________________________
 AI9734  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 AI9734  DYNAMIC HT  -           3.094 (meters)      10.15  (feet)  COMP
 AI9734  MODELED GRAV-     980,103.5   (mgal)                       NAVD 88
 AI9734
 AI9734  VERT ORDER  -  FIRST     CLASS II
 AI9734
 AI9734.The horizontal coordinates were scaled from a topographic map and have
 AI9734.an estimated accuracy of +/- 6 seconds.
 AI9734
 AI9734.The orthometric height was determined by differential leveling
 AI9734.and adjusted by the National Geodetic Survey in March 2001..
 AI9734.No vertical observational check was made to the station.
 AI9734
 AI9734.The geoid height was determined by GEOID03.
 AI9734
 AI9734.The dynamic height is computed by dividing the NAVD 88
 AI9734.geopotential number by the normal gravity value computed on the
 AI9734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9734.degrees latitude (g = 980.6199 gals.).
 AI9734
 AI9734.The modeled gravity was interpolated from observed gravity values.
 AI9734
 AI9734;                    North         East    Units  Estimated Accuracy
 AI9734;SPC NJ       -    49,560.      104,750.      MT  (+/- 180 meters Scaled)
 AI9734
 AI9734                          SUPERSEDED SURVEY CONTROL
 AI9734
 AI9734.No superseded survey control is available for this station.
 AI9734
 AI9734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ978476(NAD 83)
 AI9734_MARKER: R = RIVET
 AI9734_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI9734_SP_SET: CULVERT HEADWALL
 AI9734_MARK LOGO: NONE  
 AI9734_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9734+STABILITY: SURFACE MOTION
 AI9734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9734+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1998
 AI9734
 AI9734  HISTORY     - Date     Condition        Report By
 AI9734  HISTORY     - 1935     MONUMENTED       NJGS
 AI9734  HISTORY     - 19980916 GOOD             NJGS
 AI9734
 AI9734                          STATION DESCRIPTION
 AI9734
 AI9734'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9734'THE STATION IS LOCATED IN COMMERCIAL TOWNSHIP ON THE EAST SIDE OF
 AI9734'COUNTY ROAD 649.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AI9734'ROUTE 47 AND THE SOUTHERN TERMINUS OF STATE ROUTE 55 AT MILEPOINT 20,
 AI9734'GO 2.9 MI (4.7 KM) SOUTH ON STATE ROUTE 47 TO THE JUNCTION WITH STATE
 AI9734'ROUTE 347 AT A LEFT WYE TURN.  CONTINUE SOUTH ON STATE ROUTE 47 FOR
 AI9734'0.15 MI (0.24 KM) TO THE JUNCTION WITH COUNTY ROAD 670.  TURN RIGHT
 AI9734'AND GO WEST ON COUNTY ROAD 670 FOR 1.5 MI (2.4 KM) TO THE JUNCTION
 AI9734'WITH BUCKSHUTEM ROAD AT A BLINKING YELLOW TRAFFIC LIGHT.  TURN LEFT
 AI9734'AND GO SOUTH ON BUCKSHUTEM ROAD, COUNTY ROAD 744 FOR 0.2 MI (0.3 KM)
 AI9734'TO THE INTERSECTION WITH HIGHLAND STREET IN MAURICETOWN.  TURN RIGHT
 AI9734'AND GO WEST ON HIGHLAND STREET FOR 0.85 MI (1.37 KM) TO THE CROSSROADS
 AI9734'INTERSECTION WITH COUNTY ROAD 649 AT A STOP SIGN AND BLINKING RED
 AI9734'TRAFFIC LIGHT.  TURN LEFT AND GO SOUTH ON COUNTY ROAD 649 FOR 1.2 MI
 AI9734'(1.9 KM) TO A STOP SIGN AT THE SKEWED TEE INTERSECTION WITH NORTH
 AI9734'AVENUE.  TURN LEFT AND CONTINUE SOUTH ON COUNTY ROAD 649 FOR 0.05 MI
 AI9734'(0.08 KM) TO THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE IN THE
 AI9734'CENTER OF THE CULVERT HEADWALL.  THE STATION IS 9.4 M (30.8 FT) SOUTH
 AI9734'SOUTHEAST FROM UTILITY POLE NUMBER B 31053, 10.5 M (34.4 FT) SOUTHEAST
 AI9734'FROM THE CENTERLINE OF NORTH AVENUE AND 37.0 M (121.4 FT) EAST FROM
 AI9734'UTILITY POLE NUMBER 30644.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0189 ***********************************************************************
 KV0189  DESIGNATION -  RV 31 ERIERR
 KV0189  PID         -  KV0189
 KV0189  STATE/COUNTY-  NJ/MORRIS
 KV0189  USGS QUAD   -  POMPTON PLAINS (1995)
 KV0189
 KV0189                         *CURRENT SURVEY CONTROL
 KV0189  ___________________________________________________________________
 KV0189* NAD 83(1986)-  40 56 16.     (N)    074 16 56.     (W)     SCALED    
 KV0189* NAVD 88     -        53.786  (meters)     176.46   (feet)  ADJUSTED  
 KV0189  ___________________________________________________________________
 KV0189  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV0189  DYNAMIC HT  -          53.764 (meters)     176.39  (feet)  COMP
 KV0189  MODELED GRAV-     980,205.2   (mgal)                       NAVD 88
 KV0189
 KV0189  VERT ORDER  -  FIRST     CLASS II
 KV0189
 KV0189.The horizontal coordinates were scaled from a topographic map and have
 KV0189.an estimated accuracy of +/- 6 seconds.
 KV0189
 KV0189.The orthometric height was determined by differential leveling
 KV0189.and adjusted by the National Geodetic Survey in June 1991..
 KV0189
 KV0189.The geoid height was determined by GEOID03.
 KV0189
 KV0189.The dynamic height is computed by dividing the NAVD 88
 KV0189.geopotential number by the normal gravity value computed on the
 KV0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0189.degrees latitude (g = 980.6199 gals.).
 KV0189
 KV0189.The modeled gravity was interpolated from observed gravity values.
 KV0189
 KV0189;                    North         East    Units  Estimated Accuracy
 KV0189;SPC NJ       -   233,660.      168,340.      MT  (+/- 180 meters Scaled)
 KV0189
 KV0189                          SUPERSEDED SURVEY CONTROL
 KV0189
 KV0189  NGVD 29 (??/??/??)   54.065  (m)          177.38   (f) ADJUSTED    1 2
 KV0189
 KV0189.Superseded values are not recommended for survey control.
 KV0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0189.See file dsdata.txt to determine how the superseded data were derived.
 KV0189
 KV0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL604320(NAD 83)
 KV0189_MARKER: R = RIVET
 KV0189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0189_SP_SET: BRIDGE
 KV0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0189+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2006
 KV0189
 KV0189  HISTORY     - Date     Condition        Report By
 KV0189  HISTORY     - 1933     MONUMENTED       ERIERR
 KV0189  HISTORY     - 1934     GOOD             CGS
 KV0189  HISTORY     - 20060409 GOOD             GEOCAC
 KV0189
 KV0189                          STATION DESCRIPTION
 KV0189
 KV0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0189'0.8 MI S FROM PEQUANNOCK.
 KV0189'0.8 MILE SOUTH ALONG THE ERIE RAILROAD FROM THE STATION AT
 KV0189'PEQUANNOCK, ABOUT 830 FEET NORTH OF MILEPOST 23, AT GIRDER BRIDGE
 KV0189'23.32 OVER POMPTON RIVER, IN THE TOP OF THE SOUTHEAST CORNER OF
 KV0189'THE CONCRETE STRINGER SEAT OF THE NORTH ABUTMENT, 2 FEET EAST OF
 KV0189'THE EAST RAIL, AND ABOUT 3 FEET LOWER THAN THE BASE OF THE RAIL.
 KV0189'A STANDARD MONEL-METAL RIVET.  NOTE-- THE DELAWARE, LACKAWANNA AND
 KV0189'WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE
 KV0189'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV0189
 KV0189                          STATION RECOVERY (2006)
 KV0189
 KV0189'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0189'PARK AT SOUTH END OF RIVERSIDE DRIVE IN PEQUANNOCK (SOUTH OF NEWARK
 KV0189'POMPTON TURNPIKE).  PACK SOUTH THROUGH RIVERSIDE PARK TO THE BRIDGE.
 KV0189'THE BRIDGE IS NOW OWNED BY NEW YORK, SUSQUEHANNA AND WESTERN.  FOUND
 KV0189'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0191 ***********************************************************************
 KV0191  DESIGNATION -  RV 32
 KV0191  PID         -  KV0191
 KV0191  STATE/COUNTY-  NJ/MORRIS
 KV0191  USGS QUAD   -  POMPTON PLAINS (1995)
 KV0191
 KV0191                         *CURRENT SURVEY CONTROL
 KV0191  ___________________________________________________________________
 KV0191* NAD 83(1986)-  40 56 47.     (N)    074 17 10.     (W)     SCALED    
 KV0191* NAVD 88     -        55.085  (meters)     180.72   (feet)  ADJUSTED  
 KV0191  ___________________________________________________________________
 KV0191  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV0191  DYNAMIC HT  -          55.062 (meters)     180.65  (feet)  COMP
 KV0191  MODELED GRAV-     980,205.6   (mgal)                       NAVD 88
 KV0191
 KV0191  VERT ORDER  -  FIRST     CLASS II
 KV0191
 KV0191.The horizontal coordinates were scaled from a topographic map and have
 KV0191.an estimated accuracy of +/- 6 seconds.
 KV0191
 KV0191.The orthometric height was determined by differential leveling
 KV0191.and adjusted by the National Geodetic Survey in June 1991..
 KV0191
 KV0191.The geoid height was determined by GEOID03.
 KV0191
 KV0191.The dynamic height is computed by dividing the NAVD 88
 KV0191.geopotential number by the normal gravity value computed on the
 KV0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0191.degrees latitude (g = 980.6199 gals.).
 KV0191
 KV0191.The modeled gravity was interpolated from observed gravity values.
 KV0191
 KV0191;                    North         East    Units  Estimated Accuracy
 KV0191;SPC NJ       -   234,620.      168,010.      MT  (+/- 180 meters Scaled)
 KV0191
 KV0191                          SUPERSEDED SURVEY CONTROL
 KV0191
 KV0191  NGVD 29 (??/??/??)   55.363  (m)          181.64   (f) ADJUSTED    1 2
 KV0191
 KV0191.Superseded values are not recommended for survey control.
 KV0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0191.See file dsdata.txt to determine how the superseded data were derived.
 KV0191
 KV0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL600330(NAD 83)
 KV0191_MARKER: R = RIVET
 KV0191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0191_SP_SET: CURB
 KV0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0191
 KV0191  HISTORY     - Date     Condition        Report By
 KV0191  HISTORY     - 1933     MONUMENTED       CGS
 KV0191  HISTORY     - 1934     GOOD             CGS
 KV0191
 KV0191                          STATION DESCRIPTION
 KV0191
 KV0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0191'AT PEQUANNOCK.
 KV0191'AT PEQUANNOCK, MORRIS COUNTY, 110 FEET SOUTH OF THE ERIE RAILROAD
 KV0191'STATION, 100 FEET NORTH OF MILEPOST 24, 30 FEET NORTH OF THE
 KV0191'CENTER OF THE CROSSING OF STATE HIGHWAY 23, 4 FEET WEST OF THE
 KV0191'WEST RAIL, IN THE TOP OF THE CONCRETE STATION CURB, 5 FEET NORTH
 KV0191'OF THE SOUTH END, AND ABOUT 1/2 FOOT HIGHER THAN THE TOP OF THE
 KV0191'RAIL.  A STANDARD MONEL-METAL RIVET.  NOTE-- THE DELAWARE,
 KV0191'LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV0191'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8469 ***********************************************************************
 AI8469  DESIGNATION -  RV 3201
 AI8469  PID         -  AI8469
 AI8469  STATE/COUNTY-  NJ/MONMOUTH
 AI8469  USGS QUAD   -  KEYPORT (1977)
 AI8469
 AI8469                         *CURRENT SURVEY CONTROL
 AI8469  ___________________________________________________________________
 AI8469* NAD 83(1986)-  40 26 19.     (N)    074 11 06.     (W)     SCALED    
 AI8469* NAVD 88     -         5.367  (meters)      17.61   (feet)  ADJUSTED  
 AI8469  ___________________________________________________________________
 AI8469  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 AI8469  DYNAMIC HT  -           5.365 (meters)      17.60  (feet)  COMP
 AI8469  MODELED GRAV-     980,223.1   (mgal)                       NAVD 88
 AI8469
 AI8469  VERT ORDER  -  FIRST     CLASS II
 AI8469
 AI8469.The horizontal coordinates were scaled from a topographic map and have
 AI8469.an estimated accuracy of +/- 6 seconds.
 AI8469
 AI8469.The orthometric height was determined by differential leveling
 AI8469.and adjusted by the National Geodetic Survey in March 2001..
 AI8469
 AI8469.The geoid height was determined by GEOID03.
 AI8469
 AI8469.The dynamic height is computed by dividing the NAVD 88
 AI8469.geopotential number by the normal gravity value computed on the
 AI8469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8469.degrees latitude (g = 980.6199 gals.).
 AI8469
 AI8469.The modeled gravity was interpolated from observed gravity values.
 AI8469
 AI8469;                    North         East    Units  Estimated Accuracy
 AI8469;SPC NJ       -   178,260.      176,720.      MT  (+/- 180 meters Scaled)
 AI8469
 AI8469                          SUPERSEDED SURVEY CONTROL
 AI8469
 AI8469.No superseded survey control is available for this station.
 AI8469
 AI8469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK691767(NAD 83)
 AI8469_MARKER: R = RIVET
 AI8469_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI8469_SP_SET: SIDEWALK
 AI8469_MARK LOGO: NONE  
 AI8469_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI8469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8469+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1998
 AI8469
 AI8469  HISTORY     - Date     Condition        Report By
 AI8469  HISTORY     - UNK      MONUMENTED       NJGS
 AI8469  HISTORY     - 19980706 GOOD             NJGS
 AI8469
 AI8469                          STATION DESCRIPTION
 AI8469
 AI8469'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AI8469'THE STATION IS LOCATED IN HAZLET TOWNSHIP.  TO REACH THE STATION FROM
 AI8469'THE INTERSECTION OF STATE ROUTE 36 AND MIDDLE ROAD, COUNTY ROAD 516,
 AI8469'GO WEST ON COUNTY ROAD 516 FOR 0.15 MI (0.24 KM) TO THE INTERSECTION
 AI8469'WITH FLORENCE AVENUE.  TURN RIGHT AND GO NORTHEAST ON FLORENCE AVENUE
 AI8469'FOR 0.55 MI (0.89 KM) TO THE INTERSECTION WITH STONE ROAD AND THE
 AI8469'STATION ON THE LEFT, SET FLUSH IN A CONCRETE SIDEWALK NEAR THE EAST
 AI8469'CORNER OF A TWO AND ONE HALF STORY FRAME DWELLING, HOUSE NUMBER 124.
 AI8469'THE STATION IS 12.2 M (40.0 FT) NORTHWEST FROM THE CENTERLINE OF
 AI8469'FLORENCE AVENUE, 9.1 M (29.9 FT) SOUTH SOUTHWEST FROM THE CENTERLINE
 AI8469'OF STONE ROAD AND 1.3 M (4.3 FT) WEST FROM THE WESTERN MOST OF THREE
 AI8469'BUMPER TYPE POLES AT THE EAST CORNER OF HOUSE NUMBER 124.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6258 ***********************************************************************
 KV6258  DESIGNATION -  RV 3219
 KV6258  PID         -  KV6258
 KV6258  STATE/COUNTY-  NJ/MONMOUTH
 KV6258  USGS QUAD   -  ASBURY PARK (1989)
 KV6258
 KV6258                         *CURRENT SURVEY CONTROL
 KV6258  ___________________________________________________________________
 KV6258* NAD 83(1986)-  40 11 13.     (N)    074 01 31.     (W)     SCALED    
 KV6258* NAVD 88     -         5.731  (meters)      18.80   (feet)  ADJUSTED  
 KV6258  ___________________________________________________________________
 KV6258  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV6258  DYNAMIC HT  -           5.728 (meters)      18.79  (feet)  COMP
 KV6258  MODELED GRAV-     980,167.5   (mgal)                       NAVD 88
 KV6258
 KV6258  VERT ORDER  -  FIRST     CLASS II
 KV6258
 KV6258.The horizontal coordinates were scaled from a topographic map and have
 KV6258.an estimated accuracy of +/- 6 seconds.
 KV6258
 KV6258.The orthometric height was determined by differential leveling
 KV6258.and adjusted by the National Geodetic Survey in June 1991..
 KV6258
 KV6258.The geoid height was determined by GEOID03.
 KV6258
 KV6258.The dynamic height is computed by dividing the NAVD 88
 KV6258.geopotential number by the normal gravity value computed on the
 KV6258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6258.degrees latitude (g = 980.6199 gals.).
 KV6258
 KV6258.The modeled gravity was interpolated from observed gravity values.
 KV6258
 KV6258;                    North         East    Units  Estimated Accuracy
 KV6258;SPC NJ       -   150,380.      190,420.      MT  (+/- 180 meters Scaled)
 KV6258
 KV6258                          SUPERSEDED SURVEY CONTROL
 KV6258
 KV6258  NGVD 29 (01/10/92)    6.060  (m)           19.88   (f) ADJUSTED    1 2
 KV6258
 KV6258.Superseded values are not recommended for survey control.
 KV6258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6258.See file dsdata.txt to determine how the superseded data were derived.
 KV6258
 KV6258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK829489(NAD 83)
 KV6258_MARKER: R = RIVET
 KV6258_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6258_SP_SET: CONCRETE SIDEWALK
 KV6258_MARK LOGO: NONE  
 KV6258_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6258+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1989
 KV6258
 KV6258  HISTORY     - Date     Condition        Report By
 KV6258  HISTORY     - UNK      MONUMENTED       NJGS
 KV6258  HISTORY     - 19890509 GOOD             NJGS
 KV6258
 KV6258                          STATION DESCRIPTION
 KV6258
 KV6258'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6258'THE STATION IS IN THE CITY OF NEPTUNE, ON THE WEST SIDE OF STATE
 KV6258'ROUTE 35 AT THE NORTH END OF THE NORTH BRIDGE TO SHARK ISLAND.  THE
 KV6258'STATION IS 8.15 M (26.74 FT) SOUTH FROM THE NORTH END OF THE
 KV6258'BALUSTRADE AND 0.015 M (0.049 FT) EAST FROM THE BALUSTRADE AT THE
 KV6258'FIRST LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6291 ***********************************************************************
 KV6291  DESIGNATION -  RV 3276
 KV6291  PID         -  KV6291
 KV6291  STATE/COUNTY-  NJ/MONMOUTH
 KV6291  USGS QUAD   -  FARMINGDALE (1989)
 KV6291
 KV6291                         *CURRENT SURVEY CONTROL
 KV6291  ___________________________________________________________________
 KV6291* NAD 83(1986)-  40 10 27.     (N)    074 09 18.     (W)     SCALED    
 KV6291* NAVD 88     -        15.389  (meters)      50.49   (feet)  ADJUSTED  
 KV6291  ___________________________________________________________________
 KV6291  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KV6291  DYNAMIC HT  -          15.382 (meters)      50.47  (feet)  COMP
 KV6291  MODELED GRAV-     980,185.0   (mgal)                       NAVD 88
 KV6291
 KV6291  VERT ORDER  -  FIRST     CLASS II
 KV6291
 KV6291.The horizontal coordinates were scaled from a topographic map and have
 KV6291.an estimated accuracy of +/- 6 seconds.
 KV6291
 KV6291.The orthometric height was determined by differential leveling
 KV6291.and adjusted by the National Geodetic Survey in June 1991..
 KV6291
 KV6291.The geoid height was determined by GEOID03.
 KV6291
 KV6291.The dynamic height is computed by dividing the NAVD 88
 KV6291.geopotential number by the normal gravity value computed on the
 KV6291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6291.degrees latitude (g = 980.6199 gals.).
 KV6291
 KV6291.The modeled gravity was interpolated from observed gravity values.
 KV6291
 KV6291;                    North         East    Units  Estimated Accuracy
 KV6291;SPC NJ       -   148,910.      179,380.      MT  (+/- 180 meters Scaled)
 KV6291
 KV6291                          SUPERSEDED SURVEY CONTROL
 KV6291
 KV6291  NGVD 29 (01/10/92)   15.715  (m)           51.56   (f) ADJUSTED    1 2
 KV6291
 KV6291.Superseded values are not recommended for survey control.
 KV6291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6291.See file dsdata.txt to determine how the superseded data were derived.
 KV6291
 KV6291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK719474(NAD 83)
 KV6291_MARKER: R = RIVET
 KV6291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6291_SP_SET: CONCRETE POST
 KV6291_MARK LOGO: NONE  
 KV6291_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6291+STABILITY: SURFACE MOTION
 KV6291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6291+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1989
 KV6291
 KV6291  HISTORY     - Date     Condition        Report By
 KV6291  HISTORY     - UNK      MONUMENTED       RBNF
 KV6291  HISTORY     - 19890901 GOOD             NJGS
 KV6291
 KV6291                          STATION DESCRIPTION
 KV6291
 KV6291'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6291'THE STATION IS IN HOWELL TOWNSHIP, ON THE EAST SIDE OF COUNTY ROUTE
 KV6291'547, IN THE GRASS BERM AREA.  TO REACH THE STATION FROM THE JUNCTION
 KV6291'OF INTERSTATE ROUTE I195 AND COUNTY ROUTE 547 AND 524, LAKEWOOD
 KV6291'FARMINGDALE ROAD, GO 1.25 KM (0.78 MI) NORTH ON ROUTE 547, PASSING
 KV6291'ALLAIR ROAD, COUNTY ROUTE 524, AT THE 0.4 KM (0.2 MI) MARK, TO THE
 KV6291'STATION ON THE RIGHT, 16.6 M (54.5 FT) SOUTH SOUTHEAST FROM MONUMENT
 KV6291'12218, 32.5 M (106.6 FT) SOUTH FROM UTILITY POLE 40576 HL, 2.8 M (9.2
 KV6291'FT) EAST FROM THE EDGE OF ROUTE 547 7.85 M (25.75 FT) EAST FROM THE
 KV6291'CENTERLINE OF ROUTE 547, 12.45 M (40.85 FT) NORTH FROM UTILITY POLE
 KV6291'40577, 21.2 M (69.6 FT) NORTH NORTHEAST FROM A BELL TELEPHONE MANHOLE
 KV6291'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0194 ***********************************************************************
 KV0194  DESIGNATION -  RV 35 ERIERR
 KV0194  PID         -  KV0194
 KV0194  STATE/COUNTY-  NJ/MORRIS
 KV0194  USGS QUAD   -  POMPTON PLAINS (1995)
 KV0194
 KV0194                         *CURRENT SURVEY CONTROL
 KV0194  ___________________________________________________________________
 KV0194* NAD 83(1986)-  40 58 37.     (N)    074 17 43.     (W)     SCALED    
 KV0194* NAVD 88     -        58.870  (meters)     193.14   (feet)  ADJUSTED  
 KV0194  ___________________________________________________________________
 KV0194  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KV0194  DYNAMIC HT  -          58.845 (meters)     193.06  (feet)  COMP
 KV0194  MODELED GRAV-     980,208.6   (mgal)                       NAVD 88
 KV0194
 KV0194  VERT ORDER  -  FIRST     CLASS II
 KV0194
 KV0194.The horizontal coordinates were scaled from a topographic map and have
 KV0194.an estimated accuracy of +/- 6 seconds.
 KV0194
 KV0194.The orthometric height was determined by differential leveling
 KV0194.and adjusted by the National Geodetic Survey in June 1991..
 KV0194
 KV0194.The geoid height was determined by GEOID03.
 KV0194
 KV0194.The dynamic height is computed by dividing the NAVD 88
 KV0194.geopotential number by the normal gravity value computed on the
 KV0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0194.degrees latitude (g = 980.6199 gals.).
 KV0194
 KV0194.The modeled gravity was interpolated from observed gravity values.
 KV0194
 KV0194;                    North         East    Units  Estimated Accuracy
 KV0194;SPC NJ       -   238,010.      167,230.      MT  (+/- 180 meters Scaled)
 KV0194
 KV0194                          SUPERSEDED SURVEY CONTROL
 KV0194
 KV0194  NGVD 29 (??/??/??)   59.119  (m)          193.96   (f) ADJUSTED    1 2
 KV0194
 KV0194.Superseded values are not recommended for survey control.
 KV0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0194.See file dsdata.txt to determine how the superseded data were derived.
 KV0194
 KV0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL592364(NAD 83)
 KV0194_MARKER: R = RIVET
 KV0194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0194_SP_SET: BRIDGE
 KV0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0194
 KV0194  HISTORY     - Date     Condition        Report By
 KV0194  HISTORY     - 1933     MONUMENTED       ERIERR
 KV0194  HISTORY     - 1955     MARK NOT FOUND   CGS
 KV0194
 KV0194                          STATION DESCRIPTION
 KV0194
 KV0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KV0194'0.8 MI N FROM POMPTON PLAINS.
 KV0194'0.8 MILE NORTH ALONG THE ERIE RAILROAD FROM THE STATION AT POMPTON
 KV0194'PLAINS, ABOUT 1,000 FEET NORTH OF MILEPOST 26, 180 FEET NORTH OF A
 KV0194'PRIVATE-ROAD CROSSING, AT CONCRETE FLAT-TOP BRIDGE 26.24, IN THE
 KV0194'TOP OF THE SOUTHEAST CORNER OF THE EAST HEADWALL, 4 FEET EAST OF
 KV0194'THE EAST RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE BASE OF THE RAIL.
 KV0194'A STANDARD MONEL-METAL RIVET.  NOTE-- THE DELAWARE, LACKAWANNA AND
 KV0194'WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE
 KV0194'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0389 ***********************************************************************
 LY0389  DESIGNATION -  RV 37
 LY0389  PID         -  LY0389
 LY0389  STATE/COUNTY-  NJ/MORRIS
 LY0389  USGS QUAD   -  WANAQUE (1971)
 LY0389
 LY0389                         *CURRENT SURVEY CONTROL
 LY0389  ___________________________________________________________________
 LY0389* NAD 83(1986)-  41 00 10.     (N)    074 18 01.     (W)     SCALED    
 LY0389* NAVD 88     -        65.729  (meters)     215.65   (feet)  ADJUSTED  
 LY0389  ___________________________________________________________________
 LY0389  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 LY0389  DYNAMIC HT  -          65.702 (meters)     215.56  (feet)  COMP
 LY0389  MODELED GRAV-     980,212.8   (mgal)                       NAVD 88
 LY0389
 LY0389  VERT ORDER  -  FIRST     CLASS II
 LY0389
 LY0389.The horizontal coordinates were scaled from a topographic map and have
 LY0389.an estimated accuracy of +/- 6 seconds.
 LY0389
 LY0389.The orthometric height was determined by differential leveling
 LY0389.and adjusted by the National Geodetic Survey in June 1991..
 LY0389
 LY0389.The geoid height was determined by GEOID03.
 LY0389
 LY0389.The dynamic height is computed by dividing the NAVD 88
 LY0389.geopotential number by the normal gravity value computed on the
 LY0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0389.degrees latitude (g = 980.6199 gals.).
 LY0389
 LY0389.The modeled gravity was interpolated from observed gravity values.
 LY0389
 LY0389;                    North         East    Units  Estimated Accuracy
 LY0389;SPC NJ       -   240,880.      166,800.      MT  (+/- 180 meters Scaled)
 LY0389
 LY0389                          SUPERSEDED SURVEY CONTROL
 LY0389
 LY0389  NGVD 29 (??/??/92)   65.974  (m)          216.45   (f) ADJ UNCH    1 2
 LY0389
 LY0389.Superseded values are not recommended for survey control.
 LY0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0389.See file dsdata.txt to determine how the superseded data were derived.
 LY0389
 LY0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL588393(NAD 83)
 LY0389_MARKER: R = RIVET
 LY0389_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0389_SP_SET: ABUTMENT
 LY0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0389+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2006
 LY0389
 LY0389  HISTORY     - Date     Condition        Report By
 LY0389  HISTORY     - UNK      MONUMENTED       ERIERR
 LY0389  HISTORY     - 1937     GOOD             NGS
 LY0389  HISTORY     - 20060409 GOOD             GEOCAC
 LY0389
 LY0389                          STATION DESCRIPTION
 LY0389
 LY0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 LY0389'AT POMPTON JUNCTION.
 LY0389'IN MORRIS COUNTY, AT POMPTON JUNCTION, PASSAIC COUNTY, ON THE
 LY0389'ERIE RAILROAD, 250 FEET SOUTH OF THE NEW YORK SUSQUEHANNA AND
 LY0389'WESTERN RAILROAD CROSSING, 96 FEET SOUTH OF MILEPOST 28 AT
 LY0389'BRIDGE 27.97, IN THE TOP OF THE SOUTHEAST CORNER OF THE NORTH
 LY0389'ABUTMENT, 7 FEET EAST OF THE EAST RAIL, AND ABOUT 1 FOOT LOWER
 LY0389'THAN THE BASE OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
 LY0389
 LY0389                          STATION RECOVERY (2006)
 LY0389
 LY0389'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0389'TO REACH, TURN NORTH ON MORRIS AVENUE FROM PATERSON HAMBURG TURNPIKE.
 LY0389'PARK AT END OF STREET, AND PACK NORTHWEST TO BRIDGE.  AS DESCRIBED.
 LY0389'BRIDGE IS CRUMBLING, BUT RIVET ON ABUTMENT IS STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0392 ***********************************************************************
 LY0392  DESIGNATION -  RV 38
 LY0392  PID         -  LY0392
 LY0392  STATE/COUNTY-  NJ/PASSAIC
 LY0392  USGS QUAD   -  WANAQUE (1971)
 LY0392
 LY0392                         *CURRENT SURVEY CONTROL
 LY0392  ___________________________________________________________________
 LY0392* NAD 83(1986)-  41 00 01.     (N)    074 18 48.     (W)     SCALED    
 LY0392* NAVD 88     -        72.841  (meters)     238.98   (feet)  ADJUSTED  
 LY0392  ___________________________________________________________________
 LY0392  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 LY0392  DYNAMIC HT  -          72.811 (meters)     238.88  (feet)  COMP
 LY0392  MODELED GRAV-     980,208.9   (mgal)                       NAVD 88
 LY0392
 LY0392  VERT ORDER  -  FIRST     CLASS II
 LY0392
 LY0392.The horizontal coordinates were scaled from a topographic map and have
 LY0392.an estimated accuracy of +/- 6 seconds.
 LY0392
 LY0392.The orthometric height was determined by differential leveling
 LY0392.and adjusted by the National Geodetic Survey in June 1991..
 LY0392
 LY0392.The geoid height was determined by GEOID03.
 LY0392
 LY0392.The dynamic height is computed by dividing the NAVD 88
 LY0392.geopotential number by the normal gravity value computed on the
 LY0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0392.degrees latitude (g = 980.6199 gals.).
 LY0392
 LY0392.The modeled gravity was interpolated from observed gravity values.
 LY0392
 LY0392;                    North         East    Units  Estimated Accuracy
 LY0392;SPC NJ       -   240,600.      165,700.      MT  (+/- 180 meters Scaled)
 LY0392
 LY0392                          SUPERSEDED SURVEY CONTROL
 LY0392
 LY0392  NGVD 29 (??/??/92)   73.082  (m)          239.77   (f) ADJ UNCH    1 2
 LY0392
 LY0392.Superseded values are not recommended for survey control.
 LY0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0392.See file dsdata.txt to determine how the superseded data were derived.
 LY0392
 LY0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL577390(NAD 83)
 LY0392_MARKER: R = RIVET
 LY0392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0392_SP_SET: ABUTMENT
 LY0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0392
 LY0392  HISTORY     - Date     Condition        Report By
 LY0392  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0392  HISTORY     - 1937     GOOD             NGS
 LY0392
 LY0392                          STATION DESCRIPTION
 LY0392
 LY0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 LY0392'0.8 MI W FROM POMPTON JUNCTION.
 LY0392'ABOUT 3/4 MILE WEST ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0392'RAILROAD FROM POMPTON JUNCTION, 20 FEET WEST OF MILEPOST 36,
 LY0392'150 FEET EAST OF THE CENTER OF THE CROSSING OF STATE HIGHWAY
 LY0392'23, AT RAILROAD BRIDGE 36.00, IN THE TOP OF THE NORTH END OF
 LY0392'THE EAST ABUTMENT, 5 FEET NORTH OF THE NORTH RAIL, AND ABOUT
 LY0392'1 FOOT LOWER THAN THE BASE OF THE RAIL.  A STANDARD MONEL-METAL
 LY0392'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0036 ***********************************************************************
 KV0036  DESIGNATION -  RV 4
 KV0036  PID         -  KV0036
 KV0036  STATE/COUNTY-  NJ/UNION
 KV0036  USGS QUAD   -  PERTH AMBOY (1981)
 KV0036
 KV0036                         *CURRENT SURVEY CONTROL
 KV0036  ___________________________________________________________________
 KV0036* NAD 83(1986)-  40 35 51.     (N)    074 17 09.     (W)     SCALED    
 KV0036* NAVD 88     -         5.060  (meters)      16.60   (feet)  ADJUSTED  
 KV0036  ___________________________________________________________________
 KV0036  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KV0036  DYNAMIC HT  -           5.058 (meters)      16.59  (feet)  COMP
 KV0036  MODELED GRAV-     980,211.7   (mgal)                       NAVD 88
 KV0036
 KV0036  VERT ORDER  -  FIRST     CLASS I
 KV0036
 KV0036.The horizontal coordinates were scaled from a topographic map and have
 KV0036.an estimated accuracy of +/- 6 seconds.
 KV0036
 KV0036.The orthometric height was determined by differential leveling
 KV0036.and adjusted by the National Geodetic Survey in June 1991..
 KV0036.WARNING-Repeat measurements at this control monument indicate possible
 KV0036.vertical movement.
 KV0036
 KV0036.The geoid height was determined by GEOID03.
 KV0036
 KV0036.The dynamic height is computed by dividing the NAVD 88
 KV0036.geopotential number by the normal gravity value computed on the
 KV0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0036.degrees latitude (g = 980.6199 gals.).
 KV0036
 KV0036.The modeled gravity was interpolated from observed gravity values.
 KV0036
 KV0036;                    North         East    Units  Estimated Accuracy
 KV0036;SPC NJ       -   195,880.      168,130.      MT  (+/- 180 meters Scaled)
 KV0036
 KV0036                          SUPERSEDED SURVEY CONTROL
 KV0036
 KV0036  NGVD 29 (04/16/92)    5.377  (m)           17.64   (f) ADJUSTED    1 1
 KV0036
 KV0036.Superseded values are not recommended for survey control.
 KV0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0036.See file dsdata.txt to determine how the superseded data were derived.
 KV0036
 KV0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK604943(NAD 83)
 KV0036_MARKER: R = RIVET
 KV0036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0036_SP_SET: BRIDGE
 KV0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0036
 KV0036  HISTORY     - Date     Condition        Report By
 KV0036  HISTORY     - 1933     MONUMENTED       CGS
 KV0036  HISTORY     - 1964     GOOD             CGS
 KV0036  HISTORY     - 1965     GOOD             CGS
 KV0036  HISTORY     - 1989     GOOD             USPSQD
 KV0036  HISTORY     - 19940630 GOOD             USPSQD
 KV0036
 KV0036                          STATION DESCRIPTION
 KV0036
 KV0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0036'AT RAHWAY.
 KV0036'AT RAHWAY, NEAR THE INTERSECTION OF NEW BRUNSWICK AND INMAN
 KV0036'AVENUES, SET ON THE TOP OF THE SOUTHWEST WING WALL OF THE
 KV0036'PENNSYLVANIA RAILROAD BRIDGE OVER NEW BRUNSWICK AVENUE, 33.7
 KV0036'FEET SOUTHEAST OF THE CENTER LINE OF NEW BRUNSWICK AVENUE, 98.5
 KV0036'FEET SOUTHWEST OF THE CENTER LINE OF INMAN AVENUE AND ABOUT 2
 KV0036'FEET ABOVE THE LEVEL OF THE GROUND.
 KV0036
 KV0036                          STATION RECOVERY (1965)
 KV0036
 KV0036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0036'RECOVERED IN GOOD CONDITION.
 KV0036
 KV0036                          STATION RECOVERY (1989)
 KV0036
 KV0036'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0036'RECOVERED IN GOOD CONDITION.
 KV0036
 KV0036                          STATION RECOVERY (1994)
 KV0036
 KV0036'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0393 ***********************************************************************
 LY0393  DESIGNATION -  RV 40
 LY0393  PID         -  LY0393
 LY0393  STATE/COUNTY-  NJ/MORRIS
 LY0393  USGS QUAD   -  WANAQUE (1971)
 LY0393
 LY0393                         *CURRENT SURVEY CONTROL
 LY0393  ___________________________________________________________________
 LY0393* NAD 83(1986)-  41 00 08.     (N)    074 20 23.     (W)     SCALED    
 LY0393* NAVD 88     -        96.457  (meters)     316.46   (feet)  ADJUSTED  
 LY0393  ___________________________________________________________________
 LY0393  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LY0393  DYNAMIC HT  -          96.416 (meters)     316.32  (feet)  COMP
 LY0393  MODELED GRAV-     980,200.1   (mgal)                       NAVD 88
 LY0393
 LY0393  VERT ORDER  -  FIRST     CLASS II
 LY0393
 LY0393.The horizontal coordinates were scaled from a topographic map and have
 LY0393.an estimated accuracy of +/- 6 seconds.
 LY0393
 LY0393.The orthometric height was determined by differential leveling
 LY0393.and adjusted by the National Geodetic Survey in June 1991..
 LY0393
 LY0393.The geoid height was determined by GEOID03.
 LY0393
 LY0393.The dynamic height is computed by dividing the NAVD 88
 LY0393.geopotential number by the normal gravity value computed on the
 LY0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0393.degrees latitude (g = 980.6199 gals.).
 LY0393
 LY0393.The modeled gravity was interpolated from observed gravity values.
 LY0393
 LY0393;                    North         East    Units  Estimated Accuracy
 LY0393;SPC NJ       -   240,810.      163,480.      MT  (+/- 180 meters Scaled)
 LY0393
 LY0393                          SUPERSEDED SURVEY CONTROL
 LY0393
 LY0393  NGVD 29 (??/??/92)   96.689  (m)          317.22   (f) ADJ UNCH    1 2
 LY0393
 LY0393.Superseded values are not recommended for survey control.
 LY0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0393.See file dsdata.txt to determine how the superseded data were derived.
 LY0393
 LY0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL555392(NAD 83)
 LY0393_MARKER: R = RIVET
 LY0393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0393_SP_SET: ABUTMENT
 LY0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0393
 LY0393  HISTORY     - Date     Condition        Report By
 LY0393  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0393  HISTORY     - 1934     GOOD             NGS
 LY0393  HISTORY     - 20050827 GOOD             GEOCAC
 LY0393
 LY0393                          STATION DESCRIPTION
 LY0393
 LY0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0393'AT BUTLER.
 LY0393'AT BUTLER, MORRIS COUNTY, ON THE NEW YORK, SUSQUEHANNA AND
 LY0393'WESTERN RAILROAD, 70 FEET WEST OF A PRIVATE-ROAD CROSSING, AT
 LY0393'BRIDGE 37.36 OVER KIKOUT CREEK, IN THE TOP OF THE SOUTH END
 LY0393'OF THE EAST ABUTMENT, 15 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT
 LY0393'3 FEET LOWER THAN THE BASE OF THE RAIL.  A STANDARD MONEL-METAL
 LY0393'RIVET.
 LY0393
 LY0393                          STATION RECOVERY (2005)
 LY0393
 LY0393'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 LY0393'DESCRIPTION IS GOOD.  STREAM IS NOW KNOWN AS KAKEOUT BROOK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0398 ***********************************************************************
 LY0398  DESIGNATION -  RV 41
 LY0398  PID         -  LY0398
 LY0398  STATE/COUNTY-  NJ/MORRIS
 LY0398  USGS QUAD   -  WANAQUE (1971)
 LY0398
 LY0398                         *CURRENT SURVEY CONTROL
 LY0398  ___________________________________________________________________
 LY0398* NAD 83(1986)-  41 00 23.     (N)    074 21 06.     (W)     SCALED    
 LY0398* NAVD 88     -       112.207  (meters)     368.13   (feet)  ADJUSTED  
 LY0398  ___________________________________________________________________
 LY0398  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LY0398  DYNAMIC HT  -         112.159 (meters)     367.98  (feet)  COMP
 LY0398  MODELED GRAV-     980,196.3   (mgal)                       NAVD 88
 LY0398
 LY0398  VERT ORDER  -  FIRST     CLASS II
 LY0398
 LY0398.The horizontal coordinates were scaled from a topographic map and have
 LY0398.an estimated accuracy of +/- 6 seconds.
 LY0398
 LY0398.The orthometric height was determined by differential leveling
 LY0398.and adjusted by the National Geodetic Survey in June 1991..
 LY0398
 LY0398.The geoid height was determined by GEOID03.
 LY0398
 LY0398.The dynamic height is computed by dividing the NAVD 88
 LY0398.geopotential number by the normal gravity value computed on the
 LY0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0398.degrees latitude (g = 980.6199 gals.).
 LY0398
 LY0398.The modeled gravity was interpolated from observed gravity values.
 LY0398
 LY0398;                    North         East    Units  Estimated Accuracy
 LY0398;SPC NJ       -   241,270.      162,480.      MT  (+/- 180 meters Scaled)
 LY0398
 LY0398                          SUPERSEDED SURVEY CONTROL
 LY0398
 LY0398  NGVD 29 (??/??/92)  112.435  (m)          368.88   (f) ADJ UNCH    1 2
 LY0398
 LY0398.Superseded values are not recommended for survey control.
 LY0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0398.See file dsdata.txt to determine how the superseded data were derived.
 LY0398
 LY0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL545396(NAD 83)
 LY0398_MARKER: R = RIVET
 LY0398_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LY0398_SP_SET: SOUTHEAST ABUTMENT BACKWALL
 LY0398_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0398+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1991
 LY0398
 LY0398  HISTORY     - Date     Condition        Report By
 LY0398  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0398  HISTORY     - 1934     GOOD             NGS
 LY0398  HISTORY     - 19910712 SEE DESCRIPTION  NJGS
 LY0398
 LY0398                          STATION DESCRIPTION
 LY0398
 LY0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0398'0.5 MI W FROM BUTLER.
 LY0398'ABOUT 1/2 MILE WEST ALONG THE NEW YORK, SUSQUEHANNA AND
 LY0398'WESTERN RAILROAD FROM THE STATION AT BUTLER, MORRIS COUNTY,
 LY0398'ABOUT 885 FEET WEST OF MILEPOST 38, AT BRIDGE 38.17 OVER
 LY0398'PEQUANNOCK RIVER, IN THE TOP OF THE SOUTHEAST BACK WALL, 3.5
 LY0398'FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE
 LY0398'BASE OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
 LY0398
 LY0398                          STATION RECOVERY (1991)
 LY0398
 LY0398'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 LY0398'THE STATION WAS SEARCHED FOR AND NOT RECOVERED.  IT APPEARS THAT
 LY0398'EXTENSIVE REPAIRS HAVE BEEN DONE TO THE ABUTMENT SINCE THE LAST
 LY0398'RECOVERY.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0401 ***********************************************************************
 LY0401  DESIGNATION -  RV 42
 LY0401  PID         -  LY0401
 LY0401  STATE/COUNTY-  NJ/PASSAIC
 LY0401  USGS QUAD   -  WANAQUE (1971)
 LY0401
 LY0401                         *CURRENT SURVEY CONTROL
 LY0401  ___________________________________________________________________
 LY0401* NAD 83(1986)-  41 00 49.     (N)    074 21 23.     (W)     SCALED    
 LY0401* NAVD 88     -       124.116  (meters)     407.20   (feet)  ADJUSTED  
 LY0401  ___________________________________________________________________
 LY0401  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 LY0401  DYNAMIC HT  -         124.063 (meters)     407.03  (feet)  COMP
 LY0401  MODELED GRAV-     980,193.8   (mgal)                       NAVD 88
 LY0401
 LY0401  VERT ORDER  -  FIRST     CLASS II
 LY0401
 LY0401.The horizontal coordinates were scaled from a topographic map and have
 LY0401.an estimated accuracy of +/- 6 seconds.
 LY0401
 LY0401.The orthometric height was determined by differential leveling
 LY0401.and adjusted by the National Geodetic Survey in June 1991..
 LY0401
 LY0401.The geoid height was determined by GEOID03.
 LY0401
 LY0401.The dynamic height is computed by dividing the NAVD 88
 LY0401.geopotential number by the normal gravity value computed on the
 LY0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0401.degrees latitude (g = 980.6199 gals.).
 LY0401
 LY0401.The modeled gravity was interpolated from observed gravity values.
 LY0401
 LY0401;                    North         East    Units  Estimated Accuracy
 LY0401;SPC NJ       -   242,070.      162,080.      MT  (+/- 180 meters Scaled)
 LY0401
 LY0401                          SUPERSEDED SURVEY CONTROL
 LY0401
 LY0401  NGVD 29 (??/??/92)  124.342  (m)          407.95   (f) ADJ UNCH    1 2
 LY0401
 LY0401.Superseded values are not recommended for survey control.
 LY0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0401.See file dsdata.txt to determine how the superseded data were derived.
 LY0401
 LY0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL541404(NAD 83)
 LY0401_MARKER: R = RIVET
 LY0401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0401_SP_SET: ABUTMENT
 LY0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0401
 LY0401  HISTORY     - Date     Condition        Report By
 LY0401  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0401  HISTORY     - 1934     GOOD             NGS
 LY0401
 LY0401                          STATION DESCRIPTION
 LY0401
 LY0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0401'1.1 MI W FROM BUTLER.
 LY0401'IN PASSAIC COUNTY, 1.1 MILES WEST ALONG THE NEW YORK, SUSQUEHANNA
 LY0401'AND WESTERN RAILROAD FROM THE STATION AT BUTLER, ABOUT 1,300
 LY0401'FEET EAST OF MILEPOST 39, 200 FEET WEST OF THE CENTER OF THE
 LY0401'CROSSING OF STATE HIGHWAY 23, AT BRIDGE 38.75 OVER PEQUANNOCK
 LY0401'RIVER, IN THE TOP OF THE EAST ABUTMENT, 2 FEET NORTH OF THE NORTH
 LY0401'RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE BASE OF THE RAIL.  A
 LY0401'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0402 ***********************************************************************
 LY0402  DESIGNATION -  RV 43
 LY0402  PID         -  LY0402
 LY0402  STATE/COUNTY-  NJ/MORRIS
 LY0402  USGS QUAD   -  WANAQUE (1971)
 LY0402
 LY0402                         *CURRENT SURVEY CONTROL
 LY0402  ___________________________________________________________________
 LY0402* NAD 83(1986)-  41 00 41.     (N)    074 21 58.     (W)     SCALED    
 LY0402* NAVD 88     -       137.236  (meters)     450.25   (feet)  ADJUSTED  
 LY0402  ___________________________________________________________________
 LY0402  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LY0402  DYNAMIC HT  -         137.177 (meters)     450.05  (feet)  COMP
 LY0402  MODELED GRAV-     980,192.9   (mgal)                       NAVD 88
 LY0402
 LY0402  VERT ORDER  -  FIRST     CLASS II
 LY0402
 LY0402.The horizontal coordinates were scaled from a topographic map and have
 LY0402.an estimated accuracy of +/- 6 seconds.
 LY0402
 LY0402.The orthometric height was determined by differential leveling
 LY0402.and adjusted by the National Geodetic Survey in June 1991..
 LY0402
 LY0402.The geoid height was determined by GEOID03.
 LY0402
 LY0402.The dynamic height is computed by dividing the NAVD 88
 LY0402.geopotential number by the normal gravity value computed on the
 LY0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0402.degrees latitude (g = 980.6199 gals.).
 LY0402
 LY0402.The modeled gravity was interpolated from observed gravity values.
 LY0402
 LY0402;                    North         East    Units  Estimated Accuracy
 LY0402;SPC NJ       -   241,820.      161,260.      MT  (+/- 180 meters Scaled)
 LY0402
 LY0402                          SUPERSEDED SURVEY CONTROL
 LY0402
 LY0402  NGVD 29 (??/??/92)  137.460  (m)          450.98   (f) ADJ UNCH    1 2
 LY0402
 LY0402.Superseded values are not recommended for survey control.
 LY0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0402.See file dsdata.txt to determine how the superseded data were derived.
 LY0402
 LY0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL533402(NAD 83)
 LY0402_MARKER: R = RIVET
 LY0402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0402_SP_SET: ABUTMENT
 LY0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0402
 LY0402  HISTORY     - Date     Condition        Report By
 LY0402  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0402  HISTORY     - 1934     GOOD             NGS
 LY0402
 LY0402                          STATION DESCRIPTION
 LY0402
 LY0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0402'1.7 MI W FROM BUTLER.
 LY0402'1.7 MILES WEST ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0402'RAILROAD FROM THE STATION AT BUTLER, ABOUT 1,660 FEET WEST OF
 LY0402'MILEPOST 39, AT BRIDGE 39.32 OVER PEQUANNOCK RIVER, IN THE TOP OF
 LY0402'THE SOUTH END OF THE WEST ABUTMENT, 7 FEET SOUTH OF THE SOUTH
 LY0402'RAIL, AND ABOUT 1 FOOT LOWER THAN THE BASE OF THE RAIL.  A
 LY0402'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0404 ***********************************************************************
 LY0404  DESIGNATION -  RV 44
 LY0404  PID         -  LY0404
 LY0404  STATE/COUNTY-  NJ/MORRIS
 LY0404  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY0404
 LY0404                         *CURRENT SURVEY CONTROL
 LY0404  ___________________________________________________________________
 LY0404* NAD 83(1986)-  41 00 49.     (N)    074 22 39.     (W)     SCALED    
 LY0404* NAVD 88     -       153.501  (meters)     503.61   (feet)  ADJUSTED  
 LY0404  ___________________________________________________________________
 LY0404  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LY0404  DYNAMIC HT  -         153.435 (meters)     503.39  (feet)  COMP
 LY0404  MODELED GRAV-     980,192.3   (mgal)                       NAVD 88
 LY0404
 LY0404  VERT ORDER  -  FIRST     CLASS II
 LY0404
 LY0404.The horizontal coordinates were scaled from a topographic map and have
 LY0404.an estimated accuracy of +/- 6 seconds.
 LY0404
 LY0404.The orthometric height was determined by differential leveling
 LY0404.and adjusted by the National Geodetic Survey in June 1991..
 LY0404
 LY0404.The geoid height was determined by GEOID03.
 LY0404
 LY0404.The dynamic height is computed by dividing the NAVD 88
 LY0404.geopotential number by the normal gravity value computed on the
 LY0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0404.degrees latitude (g = 980.6199 gals.).
 LY0404
 LY0404.The modeled gravity was interpolated from observed gravity values.
 LY0404
 LY0404;                    North         East    Units  Estimated Accuracy
 LY0404;SPC NJ       -   242,070.      160,300.      MT  (+/- 180 meters Scaled)
 LY0404
 LY0404                          SUPERSEDED SURVEY CONTROL
 LY0404
 LY0404  NGVD 29 (??/??/92)  153.722  (m)          504.34   (f) ADJ UNCH    1 2
 LY0404
 LY0404.Superseded values are not recommended for survey control.
 LY0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0404.See file dsdata.txt to determine how the superseded data were derived.
 LY0404
 LY0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL523404(NAD 83)
 LY0404_MARKER: R = RIVET
 LY0404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0404_SP_SET: SIGNAL FOUNDATION
 LY0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0404
 LY0404  HISTORY     - Date     Condition        Report By
 LY0404  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0404  HISTORY     - 1934     GOOD             NGS
 LY0404
 LY0404                          STATION DESCRIPTION
 LY0404
 LY0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0404'2.4 MI W FROM BUTLER.
 LY0404'2.4 MILES WEST ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0404'RAILROAD FROM THE STATION AT BUTLER, ABOUT 390 FEET WEST OF
 LY0404'MILEPOST 40, 7 FEET NORTH OF THE NORTH RAIL, IN THE TOP OF THE
 LY0404'NORTHWEST CORNER OF AN ABANDONED SIGNAL FOUNDATION, AND ABOUT
 LY0404'1 FOOT LOWER THAN THE BASE OF THE RAIL.  A STANDARD MONEL-METAL
 LY0404'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0405 ***********************************************************************
 LY0405  DESIGNATION -  RV 46
 LY0405  PID         -  LY0405
 LY0405  STATE/COUNTY-  NJ/MORRIS
 LY0405  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY0405
 LY0405                         *CURRENT SURVEY CONTROL
 LY0405  ___________________________________________________________________
 LY0405* NAD 83(1986)-  41 01 25.     (N)    074 24 27.     (W)     SCALED    
 LY0405* NAVD 88     -       194.166  (meters)     637.03   (feet)  ADJUSTED  
 LY0405  ___________________________________________________________________
 LY0405  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 LY0405  DYNAMIC HT  -         194.082 (meters)     636.75  (feet)  COMP
 LY0405  MODELED GRAV-     980,187.7   (mgal)                       NAVD 88
 LY0405
 LY0405  VERT ORDER  -  FIRST     CLASS II
 LY0405
 LY0405.The horizontal coordinates were scaled from a topographic map and have
 LY0405.an estimated accuracy of +/- 6 seconds.
 LY0405
 LY0405.The orthometric height was determined by differential leveling
 LY0405.and adjusted by the National Geodetic Survey in June 1991..
 LY0405
 LY0405.The geoid height was determined by GEOID03.
 LY0405
 LY0405.The dynamic height is computed by dividing the NAVD 88
 LY0405.geopotential number by the normal gravity value computed on the
 LY0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0405.degrees latitude (g = 980.6199 gals.).
 LY0405
 LY0405.The modeled gravity was interpolated from observed gravity values.
 LY0405
 LY0405;                    North         East    Units  Estimated Accuracy
 LY0405;SPC NJ       -   243,170.      157,780.      MT  (+/- 180 meters Scaled)
 LY0405
 LY0405                          SUPERSEDED SURVEY CONTROL
 LY0405
 LY0405  NGVD 29 (??/??/92)  194.378  (m)          637.72   (f) ADJ UNCH    1 2
 LY0405
 LY0405.Superseded values are not recommended for survey control.
 LY0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0405.See file dsdata.txt to determine how the superseded data were derived.
 LY0405
 LY0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL498415(NAD 83)
 LY0405_MARKER: R = RIVET
 LY0405_SETTING: 80 = SET IN A BOULDER
 LY0405_SP_SET: BOULDER
 LY0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0405+STABILITY: SURFACE MOTION
 LY0405
 LY0405  HISTORY     - Date     Condition        Report By
 LY0405  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0405  HISTORY     - 1934     GOOD             NGS
 LY0405
 LY0405                          STATION DESCRIPTION
 LY0405
 LY0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0405'1.2 MI E FROM CHARLOTTEBURGH.
 LY0405'IN MORRIS COUNTY, 1.2 MILES EAST ALONG THE NEW YORK, SUSQUHANNA
 LY0405'AND WESTERN RAILROAD FROM THE STATION AT CHARLOTTEBURGH, PASSAIC
 LY0405'COUNTY, AT MILEPOST 42, ABOUT 1,000 FEET WEST OF A LARGE
 LY0405'RESERVOIR DAM IN PEQUANNOCK RIVER, 15 FEET NORTH OF THE NORTH
 LY0405'RAIL, IN THE TOP OF A LARGE PROJECTING BOULDER, AND ABOUT 4
 LY0405'FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL
 LY0405'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0407 ***********************************************************************
 LY0407  DESIGNATION -  RV 47
 LY0407  PID         -  LY0407
 LY0407  STATE/COUNTY-  NJ/MORRIS
 LY0407  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY0407
 LY0407                         *CURRENT SURVEY CONTROL
 LY0407  ___________________________________________________________________
 LY0407* NAD 83(1986)-  41 01 43.     (N)    074 25 07.     (W)     SCALED    
 LY0407* NAVD 88     -       208.318  (meters)     683.46   (feet)  ADJUSTED  
 LY0407  ___________________________________________________________________
 LY0407  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 LY0407  DYNAMIC HT  -         208.227 (meters)     683.16  (feet)  COMP
 LY0407  MODELED GRAV-     980,182.3   (mgal)                       NAVD 88
 LY0407
 LY0407  VERT ORDER  -  FIRST     CLASS II
 LY0407
 LY0407.The horizontal coordinates were scaled from a topographic map and have
 LY0407.an estimated accuracy of +/- 6 seconds.
 LY0407
 LY0407.The orthometric height was determined by differential leveling
 LY0407.and adjusted by the National Geodetic Survey in June 1991..
 LY0407
 LY0407.The geoid height was determined by GEOID03.
 LY0407
 LY0407.The dynamic height is computed by dividing the NAVD 88
 LY0407.geopotential number by the normal gravity value computed on the
 LY0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0407.degrees latitude (g = 980.6199 gals.).
 LY0407
 LY0407.The modeled gravity was interpolated from observed gravity values.
 LY0407
 LY0407;                    North         East    Units  Estimated Accuracy
 LY0407;SPC NJ       -   243,730.      156,840.      MT  (+/- 180 meters Scaled)
 LY0407
 LY0407                          SUPERSEDED SURVEY CONTROL
 LY0407
 LY0407  NGVD 29 (??/??/92)  208.527  (m)          684.14   (f) ADJ UNCH    1 2
 LY0407
 LY0407.Superseded values are not recommended for survey control.
 LY0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0407.See file dsdata.txt to determine how the superseded data were derived.
 LY0407
 LY0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL488420(NAD 83)
 LY0407_MARKER: R = RIVET
 LY0407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0407_SP_SET: ABUTMENT
 LY0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0407
 LY0407  HISTORY     - Date     Condition        Report By
 LY0407  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0407  HISTORY     - 1934     GOOD             NGS
 LY0407
 LY0407                          STATION DESCRIPTION
 LY0407
 LY0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0407'0.5 MI E FROM CHARLOTTEBURGH.
 LY0407'IN MORRIS COUNTY, ABOUT 1/2 MILE EAST ALONG THE NEW YORK,
 LY0407'SUSQUEHANNA AND WESTERN RAILROAD FROM THE STATION AT
 LY0407'CHARLOTTEBURGH, PASSAIC COUNTY, ABOUT 1,610 FEET EAST OF MILEPOST
 LY0407'43, AT BRIDGE 42.69 OVER PEQUANNOCK RIVER, IN THE TOP OF THE EAST
 LY0407'CONCRETE ABUTMENT, 5 FEET NORTH OF THE NORTH RAIL, AND ABOUT
 LY0407'1 FOOT LOWER THAN THE BASE OF THE RAIL.  A STANDARD MONEL-METAL
 LY0407'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0412 ***********************************************************************
 LY0412  DESIGNATION -  RV 48
 LY0412  PID         -  LY0412
 LY0412  STATE/COUNTY-  NJ/PASSAIC
 LY0412  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY0412
 LY0412                         *CURRENT SURVEY CONTROL
 LY0412  ___________________________________________________________________
 LY0412* NAD 83(1986)-  41 02 09.     (N)    074 25 30.     (W)     SCALED    
 LY0412* NAVD 88     -       224.498  (meters)     736.54   (feet)  ADJUSTED  
 LY0412  ___________________________________________________________________
 LY0412  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 LY0412  DYNAMIC HT  -         224.399 (meters)     736.22  (feet)  COMP
 LY0412  MODELED GRAV-     980,179.1   (mgal)                       NAVD 88
 LY0412
 LY0412  VERT ORDER  -  FIRST     CLASS II
 LY0412
 LY0412.The horizontal coordinates were scaled from a topographic map and have
 LY0412.an estimated accuracy of +/- 6 seconds.
 LY0412
 LY0412.The orthometric height was determined by differential leveling
 LY0412.and adjusted by the National Geodetic Survey in June 1991..
 LY0412
 LY0412.The geoid height was determined by GEOID03.
 LY0412
 LY0412.The dynamic height is computed by dividing the NAVD 88
 LY0412.geopotential number by the normal gravity value computed on the
 LY0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0412.degrees latitude (g = 980.6199 gals.).
 LY0412
 LY0412.The modeled gravity was interpolated from observed gravity values.
 LY0412
 LY0412;                    North         East    Units  Estimated Accuracy
 LY0412;SPC NJ       -   244,530.      156,310.      MT  (+/- 180 meters Scaled)
 LY0412
 LY0412                          SUPERSEDED SURVEY CONTROL
 LY0412
 LY0412  NGVD 29 (??/??/92)  224.705  (m)          737.22   (f) ADJ UNCH    1 2
 LY0412
 LY0412.Superseded values are not recommended for survey control.
 LY0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0412.See file dsdata.txt to determine how the superseded data were derived.
 LY0412
 LY0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL483428(NAD 83)
 LY0412_MARKER: R = RIVET
 LY0412_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LY0412_SP_SET: SOUTHWEST BRIDGE SEAT
 LY0412_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LY0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0412+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1991
 LY0412
 LY0412  HISTORY     - Date     Condition        Report By
 LY0412  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0412  HISTORY     - 1934     GOOD             NGS
 LY0412  HISTORY     - 19910712 SEE DESCRIPTION  NJGS
 LY0412
 LY0412                          STATION DESCRIPTION
 LY0412
 LY0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0412'AT CHARLOTTEBURGH.
 LY0412'AT CHARLOTTEBURGH, PASSAIC COUNTY, ABOUT 950 FEET WEST ALONG THE
 LY0412'NEW YORK, SUSQUEHANNA AND WESTERN RAILROAD FROM THE STATION, AT
 LY0412'AN OVERHEAD HIGHWAY BRIDGE, IN THE TOP OF THE NORTHWEST CORNER OF
 LY0412'THE SOUTHWEST CONCRETE PEDESTAL BASE, 10 FEET SOUTH OF THE SOUTH
 LY0412'RAIL, AND ABOUT 2 FEET HIGHER THAN THE TOP OF THE RAIL.  A
 LY0412'STANDARD MONEL-METAL RIVET.
 LY0412
 LY0412                          STATION RECOVERY (1991)
 LY0412
 LY0412'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 LY0412'THE STATION WAS SEARCHED FOR AND NOT RECOVERED.  THE ORIGINAL
 LY0412'ALIGNMENT OF STATE HIGHWAY 23 HAS BEEN ABANDONED AND THE BRIDGE HAS
 LY0412'BEEN DEMOLISHED, WITH ONLY THE REMAINS OF THE SOUTH ABUTMENT LEFT IN
 LY0412'PLACE.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0413 ***********************************************************************
 LY0413  DESIGNATION -  RV 49
 LY0413  PID         -  LY0413
 LY0413  STATE/COUNTY-  NJ/PASSAIC
 LY0413  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY0413
 LY0413                         *CURRENT SURVEY CONTROL
 LY0413  ___________________________________________________________________
 LY0413* NAD 83(1986)-  41 02 18.     (N)    074 26 11.     (W)     SCALED    
 LY0413* NAVD 88     -       227.771  (meters)     747.28   (feet)  ADJUSTED  
 LY0413  ___________________________________________________________________
 LY0413  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 LY0413  DYNAMIC HT  -         227.670 (meters)     746.95  (feet)  COMP
 LY0413  MODELED GRAV-     980,175.9   (mgal)                       NAVD 88
 LY0413
 LY0413  VERT ORDER  -  FIRST     CLASS II
 LY0413
 LY0413.The horizontal coordinates were scaled from a topographic map and have
 LY0413.an estimated accuracy of +/- 6 seconds.
 LY0413
 LY0413.The orthometric height was determined by differential leveling
 LY0413.and adjusted by the National Geodetic Survey in June 1991..
 LY0413
 LY0413.The geoid height was determined by GEOID03.
 LY0413
 LY0413.The dynamic height is computed by dividing the NAVD 88
 LY0413.geopotential number by the normal gravity value computed on the
 LY0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0413.degrees latitude (g = 980.6199 gals.).
 LY0413
 LY0413.The modeled gravity was interpolated from observed gravity values.
 LY0413
 LY0413;                    North         East    Units  Estimated Accuracy
 LY0413;SPC NJ       -   244,810.      155,350.      MT  (+/- 180 meters Scaled)
 LY0413
 LY0413                          SUPERSEDED SURVEY CONTROL
 LY0413
 LY0413  NGVD 29 (??/??/92)  227.976  (m)          747.95   (f) ADJ UNCH    1 2
 LY0413
 LY0413.Superseded values are not recommended for survey control.
 LY0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0413.See file dsdata.txt to determine how the superseded data were derived.
 LY0413
 LY0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL473431(NAD 83)
 LY0413_MARKER: R = RIVET
 LY0413_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0413_SP_SET: BRIDGE SEAT
 LY0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0413
 LY0413  HISTORY     - Date     Condition        Report By
 LY0413  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0413  HISTORY     - 1934     GOOD             NGS
 LY0413
 LY0413                          STATION DESCRIPTION
 LY0413
 LY0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0413'0.8 MI W FROM CHARLOTTEBURGH.
 LY0413'0.8 MILE WEST ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0413'RAILROAD FROM THE STATION AT CHARLOTTEBURGH, 90 FEET EAST OF
 LY0413'MILEPOST 44, AT BRIDGE 43.98, IN THE TOP OF THE EAST BRIDGE SEAT,
 LY0413'4 FEET SOUTH OF THE SOUTH RAIL, AND 3.3 FEET LOWER THAN THE BASE
 LY0413'OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0042 ***********************************************************************
 KV0042  DESIGNATION -  RV 5
 KV0042  PID         -  KV0042
 KV0042  STATE/COUNTY-  NJ/UNION
 KV0042  USGS QUAD   -  PERTH AMBOY (1981)
 KV0042
 KV0042                         *CURRENT SURVEY CONTROL
 KV0042  ___________________________________________________________________
 KV0042* NAD 83(1986)-  40 36 48.     (N)    074 16 39.     (W)     SCALED    
 KV0042* NAVD 88     -         6.758  (meters)      22.17   (feet)  ADJUSTED  
 KV0042  ___________________________________________________________________
 KV0042  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KV0042  DYNAMIC HT  -           6.755 (meters)      22.16  (feet)  COMP
 KV0042  MODELED GRAV-     980,212.3   (mgal)                       NAVD 88
 KV0042
 KV0042  VERT ORDER  -  FIRST     CLASS II
 KV0042
 KV0042.The horizontal coordinates were scaled from a topographic map and have
 KV0042.an estimated accuracy of +/- 6 seconds.
 KV0042
 KV0042.The orthometric height was determined by differential leveling
 KV0042.and adjusted by the National Geodetic Survey in June 1991..
 KV0042
 KV0042.The geoid height was determined by GEOID03.
 KV0042
 KV0042.The dynamic height is computed by dividing the NAVD 88
 KV0042.geopotential number by the normal gravity value computed on the
 KV0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0042.degrees latitude (g = 980.6199 gals.).
 KV0042
 KV0042.The modeled gravity was interpolated from observed gravity values.
 KV0042
 KV0042;                    North         East    Units  Estimated Accuracy
 KV0042;SPC NJ       -   197,640.      168,830.      MT  (+/- 180 meters Scaled)
 KV0042
 KV0042                          SUPERSEDED SURVEY CONTROL
 KV0042
 KV0042  NGVD 29 (??/??/??)    7.105  (m)           23.31   (f) ADJUSTED    1 2
 KV0042
 KV0042.Superseded values are not recommended for survey control.
 KV0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0042.See file dsdata.txt to determine how the superseded data were derived.
 KV0042
 KV0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK611960(NAD 83)
 KV0042_MARKER: R = RIVET
 KV0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0042_SP_SET: CURB
 KV0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0042
 KV0042  HISTORY     - Date     Condition        Report By
 KV0042  HISTORY     - 1933     MONUMENTED       CGS
 KV0042  HISTORY     - 1934     GOOD             CGS
 KV0042  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0042  HISTORY     - 19940629 MARK NOT FOUND   USPSQD
 KV0042
 KV0042                          STATION DESCRIPTION
 KV0042
 KV0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0042'AT RAHWAY.
 KV0042'AT RAHWAY, UNION COUNTY, AT THE SOUTHEAST CORNER OF THE
 KV0042'INTERSECTION OF GRAND AND WHITTIER STREETS, 40 FEET EAST OF THE
 KV0042'CENTERLINE OF GRAND STREET, 18 FEET SOUTH OF THE CENTERLINE
 KV0042'OF WHITTIER STREET, AND IN THE CONCRETE CURB.  A STANDARD
 KV0042'MONEL-METAL RIVET.
 KV0042
 KV0042                          STATION RECOVERY (1964)
 KV0042
 KV0042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0042'MARK NOT FOUND.
 KV0042
 KV0042                          STATION RECOVERY (1994)
 KV0042
 KV0042'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0414 ***********************************************************************
 LY0414  DESIGNATION -  RV 50
 LY0414  PID         -  LY0414
 LY0414  STATE/COUNTY-  NJ/MORRIS
 LY0414  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY0414
 LY0414                         *CURRENT SURVEY CONTROL
 LY0414  ___________________________________________________________________
 LY0414* NAD 83(1986)-  41 02 51.     (N)    074 26 37.     (W)     SCALED    
 LY0414* NAVD 88     -       236.183  (meters)     774.88   (feet)  ADJUSTED  
 LY0414  ___________________________________________________________________
 LY0414  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 LY0414  DYNAMIC HT  -         236.078 (meters)     774.53  (feet)  COMP
 LY0414  MODELED GRAV-     980,174.1   (mgal)                       NAVD 88
 LY0414
 LY0414  VERT ORDER  -  FIRST     CLASS II
 LY0414
 LY0414.The horizontal coordinates were scaled from a topographic map and have
 LY0414.an estimated accuracy of +/- 6 seconds.
 LY0414
 LY0414.The orthometric height was determined by differential leveling
 LY0414.and adjusted by the National Geodetic Survey in June 1991..
 LY0414.WARNING-Repeat measurements at this control monument indicate possible
 LY0414.vertical movement.
 LY0414
 LY0414.The geoid height was determined by GEOID03.
 LY0414
 LY0414.The dynamic height is computed by dividing the NAVD 88
 LY0414.geopotential number by the normal gravity value computed on the
 LY0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0414.degrees latitude (g = 980.6199 gals.).
 LY0414
 LY0414.The modeled gravity was interpolated from observed gravity values.
 LY0414
 LY0414;                    North         East    Units  Estimated Accuracy
 LY0414;SPC NJ       -   245,820.      154,740.      MT  (+/- 180 meters Scaled)
 LY0414
 LY0414                          SUPERSEDED SURVEY CONTROL
 LY0414
 LY0414  NGVD 29 (??/??/92)  236.385  (m)          775.54   (f) ADJ UNCH    1 2
 LY0414
 LY0414.Superseded values are not recommended for survey control.
 LY0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0414.See file dsdata.txt to determine how the superseded data were derived.
 LY0414
 LY0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL467441(NAD 83)
 LY0414_MARKER: R = RIVET
 LY0414_SETTING: 0 = UNSPECIFIED SETTING
 LY0414_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LY0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0414+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1991
 LY0414
 LY0414  HISTORY     - Date     Condition        Report By
 LY0414  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0414  HISTORY     - 1942     GOOD             NGS
 LY0414  HISTORY     - 19910712 SEE DESCRIPTION  NJGS
 LY0414
 LY0414                          STATION DESCRIPTION
 LY0414
 LY0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0414'AT NEWFOUNDLAND.
 LY0414'AT NEWFOUNDLAND, MORRIS COUNTY, ABOUT 300 FEET EAST OF THE
 LY0414'NEW YORK, SUSQUEHANNA AND WESTERN RAILROAD STATION, ABOUT 1,400
 LY0414'FEET EAST OF MILEPOST 45, IN THE TOP OF THE NORTH CORNER OF THE
 LY0414'CONCRETE BASE OF A CROSSING WARNING SIGNAL, 7 FEET SOUTH OF THE
 LY0414'SOUTH RAIL, AND ABOUT 6 INCHES HIGHER THAN THE TOP OF THE RAIL.
 LY0414'A STANDARD MONEL-METAL RIVET.
 LY0414
 LY0414                          STATION RECOVERY (1991)
 LY0414
 LY0414'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 LY0414'THE STATION WAS SEARCHED FOR AND NOT RECOVERED. IT APPEARS THAT THE
 LY0414'RAILROAD CROSSING WARNING SIGNALS HAVE BEEN REPLACED SINCE THE LAST
 LY0414'RECOVERY.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0419 ***********************************************************************
 LY0419  DESIGNATION -  RV 51
 LY0419  PID         -  LY0419
 LY0419  STATE/COUNTY-  NJ/MORRIS
 LY0419  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY0419
 LY0419                         *CURRENT SURVEY CONTROL
 LY0419  ___________________________________________________________________
 LY0419* NAD 83(1986)-  41 03 01.     (N)    074 27 53.     (W)     SCALED    
 LY0419* NAVD 88     -       238.811  (meters)     783.50   (feet)  ADJUSTED  
 LY0419  ___________________________________________________________________
 LY0419  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 LY0419  DYNAMIC HT  -         238.704 (meters)     783.15  (feet)  COMP
 LY0419  MODELED GRAV-     980,172.1   (mgal)                       NAVD 88
 LY0419
 LY0419  VERT ORDER  -  FIRST     CLASS II
 LY0419
 LY0419.The horizontal coordinates were scaled from a topographic map and have
 LY0419.an estimated accuracy of +/- 6 seconds.
 LY0419
 LY0419.The orthometric height was determined by differential leveling
 LY0419.and adjusted by the National Geodetic Survey in June 1991..
 LY0419
 LY0419.The geoid height was determined by GEOID03.
 LY0419
 LY0419.The dynamic height is computed by dividing the NAVD 88
 LY0419.geopotential number by the normal gravity value computed on the
 LY0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0419.degrees latitude (g = 980.6199 gals.).
 LY0419
 LY0419.The modeled gravity was interpolated from observed gravity values.
 LY0419
 LY0419;                    North         East    Units  Estimated Accuracy
 LY0419;SPC NJ       -   246,130.      152,970.      MT  (+/- 180 meters Scaled)
 LY0419
 LY0419                          SUPERSEDED SURVEY CONTROL
 LY0419
 LY0419  NGVD 29 (??/??/92)  239.010  (m)          784.15   (f) ADJ UNCH    1 2
 LY0419
 LY0419.Superseded values are not recommended for survey control.
 LY0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0419.See file dsdata.txt to determine how the superseded data were derived.
 LY0419
 LY0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL449444(NAD 83)
 LY0419_MARKER: R = RIVET
 LY0419_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LY0419_SP_SET: WEST BRIDGE CURB
 LY0419_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LY0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0419+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1991
 LY0419
 LY0419  HISTORY     - Date     Condition        Report By
 LY0419  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0419  HISTORY     - 1942     GOOD             NGS
 LY0419  HISTORY     - 19910712 SEE DESCRIPTION  NJGS
 LY0419
 LY0419                          STATION DESCRIPTION
 LY0419
 LY0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0419'1.2 MI W FROM NEWFOUNDLAND.
 LY0419'1.2 MILES WEST ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0419'RAILROAD FROM NEWFOUNDLAND, ABOUT 245 FEET WEST OF MILEPOST
 LY0419'46, 12 FEET SOUTH OF THE SOUTH RAIL, AT A CONCRETE HIGHWAY BRIDGE
 LY0419'OVER PEQUANNOCK RIVER, 9 FEET WEST OF THE CENTERLINE OF THE
 LY0419'MACADAM ROAD, AND IN THE TOP OF THE NORTH END OF THE CONCRETE
 LY0419'CURB ALONG THE WEST SIDE OF THE BRIDGE.  A STANDARD MONEL-METAL
 LY0419'RIVET.
 LY0419
 LY0419                          STATION RECOVERY (1991)
 LY0419
 LY0419'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 LY0419'THE STATION WAS SEARCHED FOR AND NOT RECOVERED. IT APPEARS THAT THE
 LY0419'WEST CURB HAS BEEN REPAIRED SINCE THE LAST RECOVERY.  THE STATION IS
 LY0419'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0420 ***********************************************************************
 LY0420  DESIGNATION -  RV 52
 LY0420  PID         -  LY0420
 LY0420  STATE/COUNTY-  NJ/PASSAIC
 LY0420  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY0420
 LY0420                         *CURRENT SURVEY CONTROL
 LY0420  ___________________________________________________________________
 LY0420* NAD 83(1986)-  41 03 04.     (N)    074 28 36.     (W)     SCALED    
 LY0420* NAVD 88     -       252.278  (meters)     827.68   (feet)  ADJUSTED  
 LY0420  ___________________________________________________________________
 LY0420  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 LY0420  DYNAMIC HT  -         252.165 (meters)     827.31  (feet)  COMP
 LY0420  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 LY0420
 LY0420  VERT ORDER  -  FIRST     CLASS II
 LY0420
 LY0420.The horizontal coordinates were scaled from a topographic map and have
 LY0420.an estimated accuracy of +/- 6 seconds.
 LY0420
 LY0420.The orthometric height was determined by differential leveling
 LY0420.and adjusted by the National Geodetic Survey in June 1991..
 LY0420
 LY0420.The geoid height was determined by GEOID03.
 LY0420
 LY0420.The dynamic height is computed by dividing the NAVD 88
 LY0420.geopotential number by the normal gravity value computed on the
 LY0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0420.degrees latitude (g = 980.6199 gals.).
 LY0420
 LY0420.The modeled gravity was interpolated from observed gravity values.
 LY0420
 LY0420;                    North         East    Units  Estimated Accuracy
 LY0420;SPC NJ       -   246,220.      151,960.      MT  (+/- 180 meters Scaled)
 LY0420
 LY0420                          SUPERSEDED SURVEY CONTROL
 LY0420
 LY0420  NGVD 29 (??/??/92)  252.474  (m)          828.33   (f) ADJ UNCH    1 2
 LY0420
 LY0420.Superseded values are not recommended for survey control.
 LY0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0420.See file dsdata.txt to determine how the superseded data were derived.
 LY0420
 LY0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL439445(NAD 83)
 LY0420_MARKER: R = RIVET
 LY0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0420_SP_SET: SIGNAL FOUNDATION
 LY0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0420
 LY0420  HISTORY     - Date     Condition        Report By
 LY0420  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0420  HISTORY     - 1934     GOOD             NGS
 LY0420
 LY0420                          STATION DESCRIPTION
 LY0420
 LY0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0420'AT OAK RIDGE.
 LY0420'AT OAK RIDGE, PASSAIC COUNTY, 75 FEET WEST OF THE NEW YORK,
 LY0420'SUSQUEHANNA AND WESTERN RAILROAD STATION, 33 FEET WEST OF THE
 LY0420'CENTERLINE OF A HIGHWAY, OPPOSITE A 3/4-MILE MARK ON A POLE,
 LY0420'ON THE SOUTH SIDE OF THE TRACK, AND IN THE TOP OF THE SOUTHEAST
 LY0420'CORNER OF A SIGNAL FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC7262 ***********************************************************************
 AC7262  DESIGNATION -  RV 5260
 AC7262  PID         -  AC7262
 AC7262  STATE/COUNTY-  NJ/OCEAN
 AC7262  USGS QUAD   -  SHIP BOTTOM (1972)
 AC7262
 AC7262                         *CURRENT SURVEY CONTROL
 AC7262  ___________________________________________________________________
 AC7262* NAD 83(1986)-  39 37 57.     (N)    074 11 18.     (W)     SCALED    
 AC7262* NAVD 88     -         0.889  (meters)       2.92   (feet)  ADJUSTED  
 AC7262  ___________________________________________________________________
 AC7262  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 AC7262  DYNAMIC HT  -           0.889 (meters)       2.92  (feet)  COMP
 AC7262  MODELED GRAV-     980,148.5   (mgal)                       NAVD 88
 AC7262
 AC7262  VERT ORDER  -  FIRST     CLASS I
 AC7262
 AC7262.The horizontal coordinates were scaled from a topographic map and have
 AC7262.an estimated accuracy of +/- 6 seconds.
 AC7262
 AC7262.The orthometric height was determined by differential leveling
 AC7262.and adjusted by the National Geodetic Survey in April 1997..
 AC7262
 AC7262.The geoid height was determined by GEOID03.
 AC7262
 AC7262.The dynamic height is computed by dividing the NAVD 88
 AC7262.geopotential number by the normal gravity value computed on the
 AC7262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7262.degrees latitude (g = 980.6199 gals.).
 AC7262
 AC7262.The modeled gravity was interpolated from observed gravity values.
 AC7262
 AC7262;                    North         East    Units  Estimated Accuracy
 AC7262;SPC NJ       -    88,760.      176,750.      MT  (+/- 180 meters Scaled)
 AC7262
 AC7262                          SUPERSEDED SURVEY CONTROL
 AC7262
 AC7262.No superseded survey control is available for this station.
 AC7262
 AC7262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ696872(NAD 83)
 AC7262_MARKER: R = RIVET
 AC7262_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC7262_SP_SET: CURB
 AC7262_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC7262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC7262+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1996
 AC7262
 AC7262  HISTORY     - Date     Condition        Report By
 AC7262  HISTORY     - 1940     MONUMENTED       NJGS
 AC7262  HISTORY     - 19960701 GOOD             NJGS
 AC7262  HISTORY     - 20060421 POOR             GEOCAC
 AC7262
 AC7262                          STATION DESCRIPTION
 AC7262
 AC7262'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 AC7262'THE STATION IS LOCATED IN THE LONG BEACH TOWNSHIP IN THE COMMUNITY OF
 AC7262'BRANT BEACH.  TO REACH THE STATION FROM THE INTERSECTION OF 9TH
 AC7262'STREET, THE EASTBOUND LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD
 AC7262'IN THE BOROUGH OF SHIP BOTTOM, GO SOUTHWEST ON LONG BEACH BOULEVARD
 AC7262'FOR 1.35 MI (2.17 KM) TO THE STATION ON THE LEFT, SET FLUSH IN A DRILL
 AC7262'HOLE IN A CONCRETE CURB AT THE NORTHEAST CORNER OF THE JUNCTION WITH
 AC7262'38TH STREET.  THE STATION IS 22 FT (6.7 M) NORTHEAST FROM THE
 AC7262'CENTERLINE OF 38TH STREET, 5 FT (1.5 M) WEST FROM POLE NUMBER 7247 AND
 AC7262'18.8 FT (5.7 M) NORTH NORTHWEST FROM POLE NUMBER BT 354.
 AC7262
 AC7262                          STATION RECOVERY (2006)
 AC7262
 AC7262'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AC7262'THE DISK HAS BEEN REMOVED FROM ITS SETTING AND ONLY THE STEM PROTRUDES
 AC7262'FROM THE DRILL HOLE IN THE CURB.  HANDHELD COORDINATES ARE
 AC7262'N39-37-58.26 W074-11-19.26.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0422 ***********************************************************************
 LY0422  DESIGNATION -  RV 53
 LY0422  PID         -  LY0422
 LY0422  STATE/COUNTY-  NJ/PASSAIC
 LY0422  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY0422
 LY0422                         *CURRENT SURVEY CONTROL
 LY0422  ___________________________________________________________________
 LY0422* NAD 83(1996)-  41 03 48.15135(N)    074 28 58.23758(W)     ADJUSTED  
 LY0422* NAVD 88     -       268.025  (meters)     879.35   (feet)  ADJUSTED  
 LY0422  ___________________________________________________________________
 LY0422  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 LY0422  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 LY0422  DYNAMIC HT  -         267.906 (meters)     878.95  (feet)  COMP
 LY0422  MODELED GRAV-     980,172.9   (mgal)                       NAVD 88
 LY0422
 LY0422  HORZ ORDER  -  SECOND
 LY0422  VERT ORDER  -  FIRST     CLASS II
 LY0422
 LY0422.The horizontal coordinates were established by classical geodetic methods
 LY0422.and adjusted by the National Geodetic Survey in September 1999..
 LY0422
 LY0422.The orthometric height was determined by differential leveling
 LY0422.and adjusted by the National Geodetic Survey in June 1991..
 LY0422
 LY0422.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY0422
 LY0422.The geoid height was determined by GEOID03.
 LY0422
 LY0422.The dynamic height is computed by dividing the NAVD 88
 LY0422.geopotential number by the normal gravity value computed on the
 LY0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0422.degrees latitude (g = 980.6199 gals.).
 LY0422
 LY0422.The modeled gravity was interpolated from observed gravity values.
 LY0422
 LY0422;                    North         East     Units Scale Factor Converg.
 LY0422;SPC NJ       -   247,585.124   151,441.915   MT  0.99990003   +0 00 40.6
 LY0422;SPC NJ       -   812,285.53    496,855.68   sFT  0.99990003   +0 00 40.6
 LY0422;UTM  18      - 4,545,921.188   543,452.026   MT  0.99962324   +0 20 23.0
 LY0422
 LY0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY0422!SPC NJ       -   0.99996303  x   0.99990003  =   0.99986307
 LY0422!UTM  18      -   0.99996303  x   0.99962324  =   0.99958629
 LY0422
 LY0422                          SUPERSEDED SURVEY CONTROL
 LY0422
 LY0422  NAD 83(1996)-  41 03 48.15077(N)    074 28 58.23806(W) AD(       ) 2
 LY0422  NAD 83(1986)-  41 03 48.15120(N)    074 28 58.23960(W) AD(       ) 2
 LY0422  NAD 27      -  41 03 47.79861(N)    074 28 59.69063(W) AD(       ) 2
 LY0422  NGVD 29 (??/??/92)  268.218  (m)          879.98   (f) ADJ UNCH    1 2
 LY0422
 LY0422.Superseded values are not recommended for survey control.
 LY0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0422.See file dsdata.txt to determine how the superseded data were derived.
 LY0422
 LY0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4345245921(NAD 83)
 LY0422_MARKER: R = RIVET
 LY0422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0422_SP_SET: BRIDGE PEDESTAL
 LY0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0422
 LY0422  HISTORY     - Date     Condition        Report By
 LY0422  HISTORY     - 1973     MONUMENTED       NGS
 LY0422  HISTORY     - 1934     GOOD             NGS
 LY0422  HISTORY     - 1974     GOOD             NGS
 LY0422
 LY0422                          STATION DESCRIPTION
 LY0422
 LY0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LAL)
 LY0422'0.9 MILE WEST ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN RAILROAD
 LY0422'FROM THE JUNCTION OF THE RAILROAD AND THE MAIN PAVED ROAD IN OAK
 LY0422'RIDGE, 300 FEET WEST OF AN OVERPASS CROSSING STATE HIGHWAY 23, 9
 LY0422'FEET NORTH OF THE NORTH RAIL, IN THE TOP OF THE SOUTHEAST CORNER OF
 LY0422'A 2.5 SQUARE CONCRETE PEDESTAL, ABOUT 2 FEET HIGHER THAN THE
 LY0422'TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
 LY0422
 LY0422                          STATION RECOVERY (1934)
 LY0422
 LY0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 LY0422'0.9 MI W FROM OAK RIDGE.
 LY0422'0.9 MILE WEST ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0422'RAILROAD FROM THE STATION AT OAK RIDGE, 75 FEET WEST OF A NEW
 LY0422'CONCRETE OVERHEAD CROSSING OF STATE HIGHWAY 23, 9 FEET NORTH OF
 LY0422'THE NORTH RAIL, IN THE TOP OF THE SOUTHEAST CORNER OF AN ABANDONED
 LY0422'CONCRETE PEDESTAL OF THE OLD OVERHEAD HIGHWAY BRIDGE, ABOUT 2
 LY0422'FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL
 LY0422'RIVET.
 LY0422
 LY0422                          STATION RECOVERY (1974)
 LY0422
 LY0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LY0422'0.9 MILE WEST ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN RAILROAD
 LY0422'FROM THE JUNCTION OF THE RAILROAD AND THE MAIN PAVED ROAD IN OAK
 LY0422'RIDGE, 300 FEET WEST OF AN OVERPASS CROSSING STATE HIGHWAY 23, 9 FEET
 LY0422'NORTH OF THE NORTH RAIL, IN THE TOP OF THE SOUTHEAST CORNER OF A 2.5
 LY0422'SQUARE CONCRETE PEDESTAL, ABOUT 2 FEET HIGHER THAN THE TOP OF THE
 LY0422'RAIL. A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6725 ***********************************************************************
 AB6725  DESIGNATION -  RV 5346
 AB6725  PID         -  AB6725
 AB6725  STATE/COUNTY-  NJ/WARREN
 AB6725  USGS QUAD   -  HACKETTSTOWN (1976)
 AB6725
 AB6725                         *CURRENT SURVEY CONTROL
 AB6725  ___________________________________________________________________
 AB6725* NAD 83(1986)-  40 50 49.     (N)    074 50 24.     (W)     SCALED    
 AB6725* NAVD 88     -       168.844  (meters)     553.95   (feet)  ADJUSTED  
 AB6725  ___________________________________________________________________
 AB6725  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 AB6725  DYNAMIC HT  -         168.768 (meters)     553.70  (feet)  COMP
 AB6725  MODELED GRAV-     980,167.1   (mgal)                       NAVD 88
 AB6725
 AB6725  VERT ORDER  -  SECOND    CLASS I
 AB6725
 AB6725.The horizontal coordinates were scaled from a topographic map and have
 AB6725.an estimated accuracy of +/- 6 seconds.
 AB6725
 AB6725.The orthometric height was determined by differential leveling
 AB6725.and adjusted by the National Geodetic Survey in September 1996..
 AB6725
 AB6725.The geoid height was determined by GEOID03.
 AB6725
 AB6725.The dynamic height is computed by dividing the NAVD 88
 AB6725.geopotential number by the normal gravity value computed on the
 AB6725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6725.degrees latitude (g = 980.6199 gals.).
 AB6725
 AB6725.The modeled gravity was interpolated from observed gravity values.
 AB6725
 AB6725;                    North         East    Units  Estimated Accuracy
 AB6725;SPC NJ       -   223,610.      121,330.      MT  (+/- 180 meters Scaled)
 AB6725
 AB6725                          SUPERSEDED SURVEY CONTROL
 AB6725
 AB6725.No superseded survey control is available for this station.
 AB6725
 AB6725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL134217(NAD 83)
 AB6725_MARKER: R = RIVET
 AB6725_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB6725_SP_SET: CULVERT HEADWALL
 AB6725_MARK LOGO: NONE  
 AB6725_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6725+STABILITY: SURFACE MOTION
 AB6725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6725+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1996
 AB6725
 AB6725  HISTORY     - Date     Condition        Report By
 AB6725  HISTORY     - UNK      MONUMENTED       NJGS
 AB6725  HISTORY     - 19960222 GOOD             NJGS
 AB6725
 AB6725                          STATION DESCRIPTION
 AB6725
 AB6725'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 AB6725'THE STATION IS LOCATED IN THE TOWN OF HACKETTSTOWN ON THE NORTHWEST
 AB6725'SIDE OF THE NEW JERSEY TRANSIT RAILROAD RIGHT OF WAY AND SOUTH
 AB6725'SOUTHWEST FROM THE FORMER MAYBERRY OIL COMPANY.  TO REACH THE STATION
 AB6725'FROM THE INTERSECTION OF GRAND AVENUE, U.S.  HIGHWAY 46 AND MAIN
 AB6725'STREET, COUNTY ROAD 517, GO SOUTH SOUTHWEST ON GRAND AVENUE FOR 0.6 MI
 AB6725'(1.0 KM) TO AN ACCESS ROAD ON THE RIGHT LEADING TO THE FORMER MAYBERRY
 AB6725'OIL COMPANY AND THE RAILROAD TRACKS.  TURN RIGHT AND GO 0.05 MI (0.08
 AB6725'KM) NORTHWEST TO THE RAILROAD GRADE CROSSING AND THE STATION ON THE
 AB6725'LEFT, SET FLUSH IN THE TOP OF THE SOUTHWEST END OF A CONCRETE CULVERT
 AB6725'HEADWALL ON THE NORTHWEST SIDE OF THE TRACK.  THE STATION IS 9.9 M
 AB6725'(32.5 FT) NORTHWEST FROM THE NORTH RAIL OF THE TRACK, 14.3 M (46.9 FT)
 AB6725'WEST FROM THE CENTER OF THE GRADE CROSSING, 9.4 M (30.8 FT) SOUTH FROM
 AB6725'POLE NUMBER NJ335HX, 13.9 M (45.6 FT) SOUTH SOUTHWEST FROM THE
 AB6725'SOUTHWEST CORNER OF A SINGLE STORY CONCRETE BLOCK SHED ON THE OIL
 AB6725'COMPANY PROPERTY AND 4.0 M (13.1 FT) SOUTHWEST FROM THE NORTHEAST END
 AB6725'OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0423 ***********************************************************************
 LY0423  DESIGNATION -  RV 54
 LY0423  PID         -  LY0423
 LY0423  STATE/COUNTY-  NJ/PASSAIC
 LY0423  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY0423
 LY0423                         *CURRENT SURVEY CONTROL
 LY0423  ___________________________________________________________________
 LY0423* NAD 83(1986)-  41 04 16.     (N)    074 29 18.     (W)     SCALED    
 LY0423* NAVD 88     -       267.212  (meters)     876.68   (feet)  ADJUSTED  
 LY0423  ___________________________________________________________________
 LY0423  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LY0423  DYNAMIC HT  -         267.094 (meters)     876.29  (feet)  COMP
 LY0423  MODELED GRAV-     980,173.9   (mgal)                       NAVD 88
 LY0423
 LY0423  VERT ORDER  -  FIRST     CLASS II
 LY0423
 LY0423.The horizontal coordinates were scaled from a topographic map and have
 LY0423.an estimated accuracy of +/- 6 seconds.
 LY0423
 LY0423.The orthometric height was determined by differential leveling
 LY0423.and adjusted by the National Geodetic Survey in June 1991..
 LY0423
 LY0423.The geoid height was determined by GEOID03.
 LY0423
 LY0423.The dynamic height is computed by dividing the NAVD 88
 LY0423.geopotential number by the normal gravity value computed on the
 LY0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0423.degrees latitude (g = 980.6199 gals.).
 LY0423
 LY0423.The modeled gravity was interpolated from observed gravity values.
 LY0423
 LY0423;                    North         East    Units  Estimated Accuracy
 LY0423;SPC NJ       -   248,440.      150,980.      MT  (+/- 180 meters Scaled)
 LY0423
 LY0423                          SUPERSEDED SURVEY CONTROL
 LY0423
 LY0423  NGVD 29 (??/??/92)  267.405  (m)          877.31   (f) ADJ UNCH    1 2
 LY0423
 LY0423.Superseded values are not recommended for survey control.
 LY0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0423.See file dsdata.txt to determine how the superseded data were derived.
 LY0423
 LY0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL429467(NAD 83)
 LY0423_MARKER: R = RIVET
 LY0423_SETTING: 80 = SET IN A BOULDER
 LY0423_SP_SET: BOULDER
 LY0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0423+STABILITY: SURFACE MOTION
 LY0423
 LY0423  HISTORY     - Date     Condition        Report By
 LY0423  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0423  HISTORY     - 1934     GOOD             NGS
 LY0423
 LY0423                          STATION DESCRIPTION
 LY0423
 LY0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0423'1.8 MI E FROM STOCKHOLM.
 LY0423'IN PASSAIC COUNTY, 1.8 MILES EAST ALONG THE NEW YORK, SUSQUEHANNA
 LY0423'AND WESTERN RAILROAD FROM STOCKHOLM, SUSSEX COUNTY, ABOUT 1,290
 LY0423'FEET WEST OF MILEPOST 48, OPPOSITE A 1/4-MILE MARK ON A POLE,
 LY0423'9.5 FEET SOUTH OF THE SOUTH RAIL, IN THE TOP OF A LARGE PROJECTING
 LY0423'BOULDER, AND ABOUT 1-1/2 FEET LOWER THAN THE BASE OF THE RAIL.  A
 LY0423'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0425 ***********************************************************************
 LY0425  DESIGNATION -  RV 55
 LY0425  PID         -  LY0425
 LY0425  STATE/COUNTY-  NJ/PASSAIC
 LY0425  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY0425
 LY0425                         *CURRENT SURVEY CONTROL
 LY0425  ___________________________________________________________________
 LY0425* NAD 83(1986)-  41 04 51.     (N)    074 29 32.     (W)     SCALED    
 LY0425* NAVD 88     -       281.264  (meters)     922.78   (feet)  ADJUSTED  
 LY0425  ___________________________________________________________________
 LY0425  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LY0425  DYNAMIC HT  -         281.140 (meters)     922.37  (feet)  COMP
 LY0425  MODELED GRAV-     980,175.2   (mgal)                       NAVD 88
 LY0425
 LY0425  VERT ORDER  -  FIRST     CLASS II
 LY0425
 LY0425.The horizontal coordinates were scaled from a topographic map and have
 LY0425.an estimated accuracy of +/- 6 seconds.
 LY0425
 LY0425.The orthometric height was determined by differential leveling
 LY0425.and adjusted by the National Geodetic Survey in June 1991..
 LY0425
 LY0425.The geoid height was determined by GEOID03.
 LY0425
 LY0425.The dynamic height is computed by dividing the NAVD 88
 LY0425.geopotential number by the normal gravity value computed on the
 LY0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0425.degrees latitude (g = 980.6199 gals.).
 LY0425
 LY0425.The modeled gravity was interpolated from observed gravity values.
 LY0425
 LY0425;                    North         East    Units  Estimated Accuracy
 LY0425;SPC NJ       -   249,520.      150,650.      MT  (+/- 180 meters Scaled)
 LY0425
 LY0425                          SUPERSEDED SURVEY CONTROL
 LY0425
 LY0425  NGVD 29 (??/??/92)  281.456  (m)          923.41   (f) ADJ UNCH    1 2
 LY0425
 LY0425.Superseded values are not recommended for survey control.
 LY0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0425.See file dsdata.txt to determine how the superseded data were derived.
 LY0425
 LY0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL426478(NAD 83)
 LY0425_MARKER: R = RIVET
 LY0425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0425_SP_SET: BRIDGE
 LY0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0425
 LY0425  HISTORY     - Date     Condition        Report By
 LY0425  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0425  HISTORY     - 1934     GOOD             NGS
 LY0425
 LY0425                          STATION DESCRIPTION
 LY0425
 LY0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0425'1 MI E FROM STOCKHOLM.
 LY0425'IN PASSAIC COUNTY, 1.0 MILE EAST ALONG THE NEW YORK, SUSQUEHANNA
 LY0425'AND WESTERN RAILROAD FROM STOCKHOLM, SUSSEX COUNTY, ABOUT 400
 LY0425'FEET WEST OF MILEPOST 49, AT BRIDGE 49.08, IN THE TOP OF THE
 LY0425'NORTHEAST BACK WALL, 4 FEET NORTH OF THE NORTH RAIL, AND ABOUT
 LY0425'1-1/2 FEET LOWER THAN THE BASE OF THE RAIL.  A STANDARD
 LY0425'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0667 ***********************************************************************
 LY0667  DESIGNATION -  RV 56
 LY0667  PID         -  LY0667
 LY0667  STATE/COUNTY-  NJ/SUSSEX
 LY0667  USGS QUAD   -  FRANKLIN (1971)
 LY0667
 LY0667                         *CURRENT SURVEY CONTROL
 LY0667  ___________________________________________________________________
 LY0667* NAD 83(1986)-  41 05 04.     (N)    074 30 21.     (W)     SCALED    
 LY0667* NAVD 88     -       296.281  (meters)     972.05   (feet)  ADJUSTED  
 LY0667  ___________________________________________________________________
 LY0667  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 LY0667  DYNAMIC HT  -         296.149 (meters)     971.62  (feet)  COMP
 LY0667  MODELED GRAV-     980,171.8   (mgal)                       NAVD 88
 LY0667
 LY0667  VERT ORDER  -  FIRST     CLASS II
 LY0667
 LY0667.The horizontal coordinates were scaled from a topographic map and have
 LY0667.an estimated accuracy of +/- 6 seconds.
 LY0667
 LY0667.The orthometric height was determined by differential leveling
 LY0667.and adjusted by the National Geodetic Survey in June 1991..
 LY0667
 LY0667.The geoid height was determined by GEOID03.
 LY0667
 LY0667.The dynamic height is computed by dividing the NAVD 88
 LY0667.geopotential number by the normal gravity value computed on the
 LY0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0667.degrees latitude (g = 980.6199 gals.).
 LY0667
 LY0667.The modeled gravity was interpolated from observed gravity values.
 LY0667
 LY0667;                    North         East    Units  Estimated Accuracy
 LY0667;SPC NJ       -   249,930.      149,510.      MT  (+/- 180 meters Scaled)
 LY0667
 LY0667                          SUPERSEDED SURVEY CONTROL
 LY0667
 LY0667  NGVD 29 (??/??/92)  296.469  (m)          972.67   (f) ADJ UNCH    1 2
 LY0667
 LY0667.Superseded values are not recommended for survey control.
 LY0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0667.See file dsdata.txt to determine how the superseded data were derived.
 LY0667
 LY0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL415482(NAD 83)
 LY0667_MARKER: R = RIVET
 LY0667_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0667_SP_SET: ABUTMENT
 LY0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0667
 LY0667  HISTORY     - Date     Condition        Report By
 LY0667  HISTORY     - UNK      MONUMENTED       ERIERR
 LY0667  HISTORY     - 1934     GOOD             NGS
 LY0667
 LY0667                          STATION DESCRIPTION
 LY0667
 LY0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0667'AT STOCKHOLM.
 LY0667'AT STOCKHOLM, SUSSEX COUNTY, ABOUT 1,000 FEET EAST ALONG THE NEW
 LY0667'YORK, SUSQUEHANNA AND WESTERN RAILROAD FROM THE STATION, ON
 LY0667'2-SPAN STEEL GIRDER BRIDGE 49.92 OVER PEQUANNOCK RIVER, IN THE
 LY0667'TOP OF THE EAST STONE ABUTMENT, 10 FEET NORTH OF THE SOUTH END,
 LY0667'8 FEET FROM THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER
 LY0667'THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.  NOTE-- PREVIOUSLY
 LY0667'DESIGNATED AS RV 56 (NYS + WRR).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0295 ***********************************************************************
 JU0295  DESIGNATION -  RV 56 PRR
 JU0295  PID         -  JU0295
 JU0295  STATE/COUNTY-  NJ/ATLANTIC
 JU0295  USGS QUAD   -  OCEANVILLE (1989)
 JU0295
 JU0295                         *CURRENT SURVEY CONTROL
 JU0295  ___________________________________________________________________
 JU0295* NAD 83(1986)-  39 23 09.     (N)    074 29 18.     (W)     SCALED    
 JU0295* NAVD 88     -         1.984  (meters)       6.51   (feet)  ADJUSTED  
 JU0295  ___________________________________________________________________
 JU0295  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JU0295  DYNAMIC HT  -           1.983 (meters)       6.51  (feet)  COMP
 JU0295  MODELED GRAV-     980,112.7   (mgal)                       NAVD 88
 JU0295
 JU0295  VERT ORDER  -  FIRST     CLASS I
 JU0295
 JU0295.The horizontal coordinates were scaled from a topographic map and have
 JU0295.an estimated accuracy of +/- 6 seconds.
 JU0295
 JU0295.The orthometric height was determined by differential leveling
 JU0295.and adjusted by the National Geodetic Survey in June 1991..
 JU0295
 JU0295.The geoid height was determined by GEOID03.
 JU0295
 JU0295.The dynamic height is computed by dividing the NAVD 88
 JU0295.geopotential number by the normal gravity value computed on the
 JU0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0295.degrees latitude (g = 980.6199 gals.).
 JU0295
 JU0295.The modeled gravity was interpolated from observed gravity values.
 JU0295
 JU0295;                    North         East    Units  Estimated Accuracy
 JU0295;SPC NJ       -    61,330.      151,010.      MT  (+/- 180 meters Scaled)
 JU0295
 JU0295                          SUPERSEDED SURVEY CONTROL
 JU0295
 JU0295  NGVD 29 (??/??/??)    2.383  (m)            7.82   (f) ADJUSTED    1 1
 JU0295
 JU0295.Superseded values are not recommended for survey control.
 JU0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0295.See file dsdata.txt to determine how the superseded data were derived.
 JU0295
 JU0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ440597(NAD 83)
 JU0295_MARKER: B = BOLT
 JU0295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0295_SP_SET: BRIDGE
 JU0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0295
 JU0295  HISTORY     - Date     Condition        Report By
 JU0295  HISTORY     - UNK      MONUMENTED       PRR
 JU0295  HISTORY     - 1964     GOOD             CGS
 JU0295
 JU0295                          STATION DESCRIPTION
 JU0295
 JU0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0295'3.2 MI NW FROM ATLANTIC CITY.
 JU0295'3.15 MILES NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0295'FROM THE STATION AT ATLANTIC CITY, ABOUT 2.95 MILES SOUTHEAST
 JU0295'ALONG THE PENNSYLVANIA-READING SEASHORE LINES FROM THE STATION
 JU0295'AT ABSECON, AT RAILROAD BRIDGE 54-86 OVER JONATHAN THOROUGHFARE,
 JU0295'SET ON TOP OF THE NORTH STONE MASONRY WING WALL OF BRIDGE, 23
 JU0295'FEET NORTHEAST OF NORTHEAST RAIL OF MAIN TRACK, 1 1/2 FEET BELOW
 JU0295'LEVEL OF TRACK, AND IS A COPPER BOLT MARKED BY THE LETTERS AND
 JU0295'NUMBERS BM NO 56 CHISELED IN THE STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0669 ***********************************************************************
 LY0669  DESIGNATION -  RV 57
 LY0669  PID         -  LY0669
 LY0669  STATE/COUNTY-  NJ/SUSSEX
 LY0669  USGS QUAD   -  FRANKLIN (1971)
 LY0669
 LY0669                         *CURRENT SURVEY CONTROL
 LY0669  ___________________________________________________________________
 LY0669* NAD 83(1986)-  41 05 21.     (N)    074 30 51.     (W)     SCALED    
 LY0669* NAVD 88     -       305.781  (meters)    1003.22   (feet)  ADJUSTED  
 LY0669  ___________________________________________________________________
 LY0669  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 LY0669  DYNAMIC HT  -         305.645 (meters)    1002.77  (feet)  COMP
 LY0669  MODELED GRAV-     980,170.1   (mgal)                       NAVD 88
 LY0669
 LY0669  VERT ORDER  -  FIRST     CLASS II
 LY0669
 LY0669.The horizontal coordinates were scaled from a topographic map and have
 LY0669.an estimated accuracy of +/- 6 seconds.
 LY0669
 LY0669.The orthometric height was determined by differential leveling
 LY0669.and adjusted by the National Geodetic Survey in June 1991..
 LY0669
 LY0669.The geoid height was determined by GEOID03.
 LY0669
 LY0669.The dynamic height is computed by dividing the NAVD 88
 LY0669.geopotential number by the normal gravity value computed on the
 LY0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0669.degrees latitude (g = 980.6199 gals.).
 LY0669
 LY0669.The modeled gravity was interpolated from observed gravity values.
 LY0669
 LY0669;                    North         East    Units  Estimated Accuracy
 LY0669;SPC NJ       -   250,450.      148,810.      MT  (+/- 180 meters Scaled)
 LY0669
 LY0669                          SUPERSEDED SURVEY CONTROL
 LY0669
 LY0669  NGVD 29 (??/??/92)  305.966  (m)         1003.82   (f) ADJ UNCH    1 2
 LY0669
 LY0669.Superseded values are not recommended for survey control.
 LY0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0669.See file dsdata.txt to determine how the superseded data were derived.
 LY0669
 LY0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL408487(NAD 83)
 LY0669_MARKER: R = RIVET
 LY0669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0669_SP_SET: SIGNAL TOWER BASE
 LY0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0669
 LY0669  HISTORY     - Date     Condition        Report By
 LY0669  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0669  HISTORY     - 1934     GOOD             NGS
 LY0669
 LY0669                          STATION DESCRIPTION
 LY0669
 LY0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0669'0.4 MI N FROM STOCKHOLM.
 LY0669'0.4 MILE NORTH ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0669'RAILROAD FROM THE STATION AT STOCKHOLM, 350 FEET SOUTH OF A
 LY0669'COUNTYROAD CROSSING, IN THE CENTER OF A 30- BY 30-INCH CONCRETE
 LY0669'BLOCK BASE OF AN ABANDONED SIGNAL TOWER, 10 FEET FROM THE
 LY0669'CENTERLINE OF THE TRACK, AND ABOUT 1/2-FOOT LOWER THAN THE TRACK.
 LY0669'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0297 ***********************************************************************
 JU0297  DESIGNATION -  RV 57 PRR
 JU0297  PID         -  JU0297
 JU0297  STATE/COUNTY-  NJ/ATLANTIC
 JU0297  USGS QUAD   -  ATLANTIC CITY (1994)
 JU0297
 JU0297                         *CURRENT SURVEY CONTROL
 JU0297  ___________________________________________________________________
 JU0297* NAD 83(1986)-  39 22 15.     (N)    074 28 00.     (W)     SCALED    
 JU0297* NAVD 88     -         1.916  (meters)       6.29   (feet)  ADJUSTED  
 JU0297  ___________________________________________________________________
 JU0297  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 JU0297  DYNAMIC HT  -           1.915 (meters)       6.28  (feet)  COMP
 JU0297  MODELED GRAV-     980,109.5   (mgal)                       NAVD 88
 JU0297
 JU0297  VERT ORDER  -  FIRST     CLASS I
 JU0297
 JU0297.The horizontal coordinates were scaled from a topographic map and have
 JU0297.an estimated accuracy of +/- 6 seconds.
 JU0297
 JU0297.The orthometric height was determined by differential leveling
 JU0297.and adjusted by the National Geodetic Survey in June 1991..
 JU0297
 JU0297.The geoid height was determined by GEOID03.
 JU0297
 JU0297.The dynamic height is computed by dividing the NAVD 88
 JU0297.geopotential number by the normal gravity value computed on the
 JU0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0297.degrees latitude (g = 980.6199 gals.).
 JU0297
 JU0297.The modeled gravity was interpolated from observed gravity values.
 JU0297
 JU0297;                    North         East    Units  Estimated Accuracy
 JU0297;SPC NJ       -    59,670.      152,870.      MT  (+/- 180 meters Scaled)
 JU0297
 JU0297                          SUPERSEDED SURVEY CONTROL
 JU0297
 JU0297  NGVD 29 (??/??/??)    2.322  (m)            7.62   (f) ADJUSTED    1 1
 JU0297
 JU0297.Superseded values are not recommended for survey control.
 JU0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0297.See file dsdata.txt to determine how the superseded data were derived.
 JU0297
 JU0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ459580(NAD 83)
 JU0297_MARKER: B = BOLT
 JU0297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0297_SP_SET: BRIDGE
 JU0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0297
 JU0297  HISTORY     - Date     Condition        Report By
 JU0297  HISTORY     - UNK      MONUMENTED       PRR
 JU0297  HISTORY     - 1964     GOOD             CGS
 JU0297
 JU0297                          STATION DESCRIPTION
 JU0297
 JU0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0297'1.4 MI NW FROM ATLANTIC CITY.
 JU0297'1.45 MILES NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0297'LINES FROM THE STATION AT ATLANTIC CITY, AT RAILROAD BRIDGE
 JU0297'56-11, SET ON TOP OF THE NORTH STONE MASONRY WING WALL OF BRIDGE,
 JU0297'20 FEET NORTHEAST OF NORTHEAST RAIL OF MAIN TRACK, 1 1/2 FEET
 JU0297'BELOW LEVEL OF TRACK, AND IS A COPPER BOLT MARKED BY THE LETTERS
 JU0297'AND NUMBERS BM NO 57 CHISELED IN THE STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0671 ***********************************************************************
 LY0671  DESIGNATION -  RV 58
 LY0671  PID         -  LY0671
 LY0671  STATE/COUNTY-  NJ/SUSSEX
 LY0671  USGS QUAD   -  FRANKLIN (1971)
 LY0671
 LY0671                         *CURRENT SURVEY CONTROL
 LY0671  ___________________________________________________________________
 LY0671* NAD 83(1986)-  41 05 37.     (N)    074 31 31.     (W)     SCALED    
 LY0671* NAVD 88     -       311.234  (meters)    1021.11   (feet)  ADJUSTED  
 LY0671  ___________________________________________________________________
 LY0671  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 LY0671  DYNAMIC HT  -         311.095 (meters)    1020.65  (feet)  COMP
 LY0671  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 LY0671
 LY0671  VERT ORDER  -  FIRST     CLASS II
 LY0671
 LY0671.The horizontal coordinates were scaled from a topographic map and have
 LY0671.an estimated accuracy of +/- 6 seconds.
 LY0671
 LY0671.The orthometric height was determined by differential leveling
 LY0671.and adjusted by the National Geodetic Survey in June 1991..
 LY0671
 LY0671.The geoid height was determined by GEOID03.
 LY0671
 LY0671.The dynamic height is computed by dividing the NAVD 88
 LY0671.geopotential number by the normal gravity value computed on the
 LY0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0671.degrees latitude (g = 980.6199 gals.).
 LY0671
 LY0671.The modeled gravity was interpolated from observed gravity values.
 LY0671
 LY0671;                    North         East    Units  Estimated Accuracy
 LY0671;SPC NJ       -   250,940.      147,880.      MT  (+/- 180 meters Scaled)
 LY0671
 LY0671                          SUPERSEDED SURVEY CONTROL
 LY0671
 LY0671  NGVD 29 (??/??/92)  311.417  (m)         1021.71   (f) ADJ UNCH    1 2
 LY0671
 LY0671.Superseded values are not recommended for survey control.
 LY0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0671.See file dsdata.txt to determine how the superseded data were derived.
 LY0671
 LY0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL398492(NAD 83)
 LY0671_MARKER: R = RIVET
 LY0671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0671_SP_SET: CULVERT
 LY0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0671
 LY0671  HISTORY     - Date     Condition        Report By
 LY0671  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0671  HISTORY     - 1934     GOOD             NGS
 LY0671
 LY0671                          STATION DESCRIPTION
 LY0671
 LY0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0671'1.1 MI N FROM STOCKHOLM.
 LY0671'1.1 MILES NORTH ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0671'RAILROAD FROM THE STATION AT STOCKHOLM, AT 4-FOOT CONCRETE BOX
 LY0671'CULVERT 51.22, IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL,
 LY0671'7 FEET EAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 9 FEET
 LY0671'LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0672 ***********************************************************************
 LY0672  DESIGNATION -  RV 59
 LY0672  PID         -  LY0672
 LY0672  STATE/COUNTY-  NJ/SUSSEX
 LY0672  USGS QUAD   -  FRANKLIN (1971)
 LY0672
 LY0672                         *CURRENT SURVEY CONTROL
 LY0672  ___________________________________________________________________
 LY0672* NAD 83(1986)-  41 06 05.     (N)    074 31 59.     (W)     SCALED    
 LY0672* NAVD 88     -       306.742  (meters)    1006.37   (feet)  ADJUSTED  
 LY0672  ___________________________________________________________________
 LY0672  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 LY0672  DYNAMIC HT  -         306.605 (meters)    1005.92  (feet)  COMP
 LY0672  MODELED GRAV-     980,168.3   (mgal)                       NAVD 88
 LY0672
 LY0672  VERT ORDER  -  FIRST     CLASS II
 LY0672
 LY0672.The horizontal coordinates were scaled from a topographic map and have
 LY0672.an estimated accuracy of +/- 6 seconds.
 LY0672
 LY0672.The orthometric height was determined by differential leveling
 LY0672.and adjusted by the National Geodetic Survey in June 1991..
 LY0672
 LY0672.The geoid height was determined by GEOID03.
 LY0672
 LY0672.The dynamic height is computed by dividing the NAVD 88
 LY0672.geopotential number by the normal gravity value computed on the
 LY0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0672.degrees latitude (g = 980.6199 gals.).
 LY0672
 LY0672.The modeled gravity was interpolated from observed gravity values.
 LY0672
 LY0672;                    North         East    Units  Estimated Accuracy
 LY0672;SPC NJ       -   251,810.      147,220.      MT  (+/- 180 meters Scaled)
 LY0672
 LY0672                          SUPERSEDED SURVEY CONTROL
 LY0672
 LY0672  NGVD 29 (??/??/92)  306.925  (m)         1006.97   (f) ADJ UNCH    1 2
 LY0672
 LY0672.Superseded values are not recommended for survey control.
 LY0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0672.See file dsdata.txt to determine how the superseded data were derived.
 LY0672
 LY0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL392501(NAD 83)
 LY0672_MARKER: R = RIVET
 LY0672_SETTING: 80 = SET IN A BOULDER
 LY0672_SP_SET: BOULDER
 LY0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0672+STABILITY: SURFACE MOTION
 LY0672
 LY0672  HISTORY     - Date     Condition        Report By
 LY0672  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0672  HISTORY     - 1934     GOOD             NGS
 LY0672
 LY0672                          STATION DESCRIPTION
 LY0672
 LY0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0672'1.8 MI N FROM STOCKHOLM.
 LY0672'1.8 MILES NORTH ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0672'RAILROAD FROM THE STATION AT STOCKHOLM, ABOUT 660 FEET SOUTH
 LY0672'OF MILEPOST 52, ABOUT 700 FEET NORTHEAST OF A TOURIST CAMP AND
 LY0672'WATER TANK, 70 FEET EAST OF STATE HIGHWAY 23, IN THE DITCH LINE
 LY0672'OF THE TRACK, IN THE TOP OF A 6-FOOT BOULDER, AND ABOUT 6 INCHES
 LY0672'LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0047 ***********************************************************************
 KV0047  DESIGNATION -  RV 6
 KV0047  PID         -  KV0047
 KV0047  STATE/COUNTY-  NJ/UNION
 KV0047  USGS QUAD   -  ROSELLE (1995)
 KV0047
 KV0047                         *CURRENT SURVEY CONTROL
 KV0047  ___________________________________________________________________
 KV0047* NAD 83(1986)-  40 37 42.     (N)    074 16 19.     (W)     SCALED    
 KV0047* NAVD 88     -        14.353  (meters)      47.09   (feet)  ADJUSTED  
 KV0047  ___________________________________________________________________
 KV0047  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KV0047  DYNAMIC HT  -          14.347 (meters)      47.07  (feet)  COMP
 KV0047  MODELED GRAV-     980,212.4   (mgal)                       NAVD 88
 KV0047
 KV0047  VERT ORDER  -  FIRST     CLASS II
 KV0047
 KV0047.The horizontal coordinates were scaled from a topographic map and have
 KV0047.an estimated accuracy of +/- 6 seconds.
 KV0047
 KV0047.The orthometric height was determined by differential leveling
 KV0047.and adjusted by the National Geodetic Survey in June 1991..
 KV0047
 KV0047.The geoid height was determined by GEOID03.
 KV0047
 KV0047.The dynamic height is computed by dividing the NAVD 88
 KV0047.geopotential number by the normal gravity value computed on the
 KV0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0047.degrees latitude (g = 980.6199 gals.).
 KV0047
 KV0047.The modeled gravity was interpolated from observed gravity values.
 KV0047
 KV0047;                    North         East    Units  Estimated Accuracy
 KV0047;SPC NJ       -   199,300.      169,290.      MT  (+/- 180 meters Scaled)
 KV0047
 KV0047                          SUPERSEDED SURVEY CONTROL
 KV0047
 KV0047  NGVD 29 (??/??/??)   14.695  (m)           48.21   (f) ADJUSTED    1 2
 KV0047
 KV0047.Superseded values are not recommended for survey control.
 KV0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0047.See file dsdata.txt to determine how the superseded data were derived.
 KV0047
 KV0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK615977(NAD 83)
 KV0047_MARKER: R = RIVET
 KV0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0047_SP_SET: CURB
 KV0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0047
 KV0047  HISTORY     - Date     Condition        Report By
 KV0047  HISTORY     - 1933     MONUMENTED       CGS
 KV0047  HISTORY     - 1934     GOOD             CGS
 KV0047  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0047  HISTORY     - 19940720 MARK NOT FOUND   USPSQD
 KV0047
 KV0047                          STATION DESCRIPTION
 KV0047
 KV0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0047'AT LINDEN.
 KV0047'AT LINDEN, UNION COUNTY, AT THE NORTHEAST CORNER OF THE
 KV0047'INTERSECTION OF ST. GEORGE AND STILES STREETS, AT A GULF OIL
 KV0047'CORPORATION SERVICE STATION, 72 FEET EAST OF THE CENTERLINE OF
 KV0047'STILES STREET, 24 FEET NORTH OF THE CENTERLINE OF ST. GEORGE
 KV0047'STREET, AND IN THE TOP OF A CONCRETE CURB.  A STANDARD
 KV0047'MONEL-METAL RIVET.
 KV0047
 KV0047                          STATION RECOVERY (1964)
 KV0047
 KV0047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0047'MARK NOT FOUND.
 KV0047
 KV0047                          STATION RECOVERY (1994)
 KV0047
 KV0047'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0673 ***********************************************************************
 LY0673  DESIGNATION -  RV 60
 LY0673  PID         -  LY0673
 LY0673  STATE/COUNTY-  NJ/SUSSEX
 LY0673  USGS QUAD   -  FRANKLIN (1971)
 LY0673
 LY0673                         *CURRENT SURVEY CONTROL
 LY0673  ___________________________________________________________________
 LY0673* NAD 83(1986)-  41 06 30.     (N)    074 32 11.     (W)     SCALED    
 LY0673* NAVD 88     -       303.302  (meters)     995.08   (feet)  ADJUSTED  
 LY0673  ___________________________________________________________________
 LY0673  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 LY0673  DYNAMIC HT  -         303.167 (meters)     994.64  (feet)  COMP
 LY0673  MODELED GRAV-     980,169.3   (mgal)                       NAVD 88
 LY0673
 LY0673  VERT ORDER  -  FIRST     CLASS II
 LY0673
 LY0673.The horizontal coordinates were scaled from a topographic map and have
 LY0673.an estimated accuracy of +/- 6 seconds.
 LY0673
 LY0673.The orthometric height was determined by differential leveling
 LY0673.and adjusted by the National Geodetic Survey in June 1991..
 LY0673
 LY0673.The geoid height was determined by GEOID03.
 LY0673
 LY0673.The dynamic height is computed by dividing the NAVD 88
 LY0673.geopotential number by the normal gravity value computed on the
 LY0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0673.degrees latitude (g = 980.6199 gals.).
 LY0673
 LY0673.The modeled gravity was interpolated from observed gravity values.
 LY0673
 LY0673;                    North         East    Units  Estimated Accuracy
 LY0673;SPC NJ       -   252,580.      146,940.      MT  (+/- 180 meters Scaled)
 LY0673
 LY0673                          SUPERSEDED SURVEY CONTROL
 LY0673
 LY0673  NGVD 29 (??/??/92)  303.486  (m)          995.69   (f) ADJ UNCH    1 2
 LY0673
 LY0673.Superseded values are not recommended for survey control.
 LY0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0673.See file dsdata.txt to determine how the superseded data were derived.
 LY0673
 LY0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL389508(NAD 83)
 LY0673_MARKER: R = RIVET
 LY0673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0673_SP_SET: BRIDGE
 LY0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0673
 LY0673  HISTORY     - Date     Condition        Report By
 LY0673  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0673  HISTORY     - 1934     GOOD             NGS
 LY0673
 LY0673                          STATION DESCRIPTION
 LY0673
 LY0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0673'1.2 MI SE FROM BEAVER LAKE.
 LY0673'1.2 MILES SOUTHEAST ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0673'RAILROAD FROM THE STATION AT BEAVER LAKE, ABOUT 500 FEET EAST OF
 LY0673'STATE HIGHWAY 23, 200 FEET SOUTHEAST OF BRIDGE 52.51, IN THE TOP
 LY0673'OF THE CONCRETE BASE OF A STEEL BRIDGE-CLEARANCE WARNING DEVICE,
 LY0673'9 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 6 INCHES
 LY0673'LOWER THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9732 ***********************************************************************
 AI9732  DESIGNATION -  RV 6050
 AI9732  PID         -  AI9732
 AI9732  STATE/COUNTY-  NJ/CUMBERLAND
 AI9732  USGS QUAD   -  PORT NORRIS (1992)
 AI9732
 AI9732                         *CURRENT SURVEY CONTROL
 AI9732  ___________________________________________________________________
 AI9732* NAD 83(1986)-  39 14 06.     (N)    075 02 00.     (W)     SCALED    
 AI9732* NAVD 88     -         0.721  (meters)       2.37   (feet)  ADJUSTED  
 AI9732  ___________________________________________________________________
 AI9732  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 AI9732  DYNAMIC HT  -           0.721 (meters)       2.37  (feet)  COMP
 AI9732  MODELED GRAV-     980,094.6   (mgal)                       NAVD 88
 AI9732
 AI9732  VERT ORDER  -  FIRST     CLASS II
 AI9732
 AI9732.The horizontal coordinates were scaled from a topographic map and have
 AI9732.an estimated accuracy of +/- 6 seconds.
 AI9732
 AI9732.The orthometric height was determined by differential leveling
 AI9732.and adjusted by the National Geodetic Survey in March 2001..
 AI9732.No vertical observational check was made to the station.
 AI9732
 AI9732.The geoid height was determined by GEOID03.
 AI9732
 AI9732.The dynamic height is computed by dividing the NAVD 88
 AI9732.geopotential number by the normal gravity value computed on the
 AI9732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9732.degrees latitude (g = 980.6199 gals.).
 AI9732
 AI9732.The modeled gravity was interpolated from observed gravity values.
 AI9732
 AI9732;                    North         East    Units  Estimated Accuracy
 AI9732;SPC NJ       -    44,720.      103,960.      MT  (+/- 180 meters Scaled)
 AI9732
 AI9732                          SUPERSEDED SURVEY CONTROL
 AI9732
 AI9732.No superseded survey control is available for this station.
 AI9732
 AI9732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ971428(NAD 83)
 AI9732_MARKER: R = RIVET
 AI9732_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI9732_SP_SET: CULVERT HEADWALL
 AI9732_MARK LOGO: NONE  
 AI9732_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9732+STABILITY: SURFACE MOTION
 AI9732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9732+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2004
 AI9732
 AI9732  HISTORY     - Date     Condition        Report By
 AI9732  HISTORY     - 1935     MONUMENTED       NJGS
 AI9732  HISTORY     - 19980916 GOOD             NJGS
 AI9732  HISTORY     - 20041022 GOOD             USGS
 AI9732
 AI9732                          STATION DESCRIPTION
 AI9732
 AI9732'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9732'THE STATION IS LOCATED IN COMMERCIAL TOWNSHIP IN THE COMMUNITY OF
 AI9732'BIVALVE ON THE EAST SIDE OF LIGHTHOUSE ROAD, ALSO KNOWN AS HIGH
 AI9732'STREET.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 AND
 AI9732'THE SOUTHERN TERMINUS OF STATE ROUTE 55 AT MILEPOINT 20, GO 2.9 MI
 AI9732'(4.7 KM) SOUTH ON STATE ROUTE 47 TO THE JUNCTION WITH STATE ROUTE 347
 AI9732'AT A LEFT WYE TURN.  CONTINUE SOUTH ON STATE ROUTE 47 FOR 0.15 MI
 AI9732'(0.24 KM) TO THE JUNCTION WITH COUNTY ROAD 670.  TURN RIGHT AND GO 1.5
 AI9732'MI (2.4 KM) WEST ON COUNTY ROAD 670 TO THE JUNCTION WITH BUCKSHUTEM
 AI9732'ROAD AT A BLINKING YELLOW TRAFFIC LIGHT.  TURN LEFT AND GO SOUTH ON
 AI9732'BUCKSHUTEM ROAD, COUNTY ROAD 744 FOR 0.2 MI (0.3 KM) TO THE
 AI9732'INTERSECTION WITH HIGHLAND STREET IN MAURICETOWN.  TURN RIGHT AND GO
 AI9732'WEST ON HIGHLAND STREET FOR 0.85 MI (1.37 KM) TO THE CROSSROADS
 AI9732'INTERSECTION WITH COUNTY ROAD 649 AT A STOP SIGN AND BLINKING RED
 AI9732'TRAFFIC LIGHT.  TURN LEFT AND GO SOUTH ON COUNTY ROAD 649 FOR 1.2 MI
 AI9732'(1.9 KM) TO A STOP SIGN AT THE SKEWED TEE INTERSECTION WITH NORTH
 AI9732'AVENUE.  TURN LEFT AND CONTINUE SOUTH ON COUNTY ROAD 649 FOR 2.6 MI
 AI9732'(4.2 KM) TO THE TEE JUNCTION WITH MAIN STREET, COUNTY ROAD 553 IN PORT
 AI9732'NORRIS.  TURN RIGHT AND GO 0.05 MI (0.08 KM) NORTHWEST ON COUNTY ROAD
 AI9732'553 TO THE INTERSECTION WITH MEMORIAL DRIVE.  TURN LEFT AND GO 0.6 MI
 AI9732'(1.0 KM) SOUTH ON MEMORIAL DRIVE TO THE JUNCTION WITH MILLER AVENUE.
 AI9732'TURN RIGHT AND GO WEST ON MILLER AVENUE FOR 0.25 MI (0.40 KM) TO THE
 AI9732'INTERSECTION WITH HIGH STREET.  TURN RIGHT AND GO NORTH ON HIGH STREET
 AI9732'FOR ABOUT 50 M (164.0 FT) TO THE STATION OF THE RIGHT, SET FLUSH IN A
 AI9732'DRILL HOLE IN THE TOP OF A CONCRETE CULVERT HEADWALL.  THE STATION IS
 AI9732'0.45 M (1.48 FT) WEST FROM THE EAST END OF THE CULVERT HEADWALL, 6.9 M
 AI9732'(22.6 FT) EAST FROM THE CENTERLINE OF HIGH STREET, 1.0 M (3.3 FT) EAST
 AI9732'FROM A METAL GUIDERAIL, 19.8 M (65.0 FT) SOUTH FROM UTILITY POLE
 AI9732'NUMBER 241 AND 50.7 M (166.3 FT) NORTH FROM THE CENTERLINE OF MILLER
 AI9732'AVENUE.
 AI9732
 AI9732                          STATION RECOVERY (2004)
 AI9732
 AI9732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (PBR)
 AI9732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI9730 ***********************************************************************
 AI9730  DESIGNATION -  RV 6051
 AI9730  PID         -  AI9730
 AI9730  STATE/COUNTY-  NJ/CUMBERLAND
 AI9730  USGS QUAD   -  PORT NORRIS (1992)
 AI9730
 AI9730                         *CURRENT SURVEY CONTROL
 AI9730  ___________________________________________________________________
 AI9730* NAD 83(1986)-  39 14 45.     (N)    075 02 08.     (W)     SCALED    
 AI9730* NAVD 88     -         3.043  (meters)       9.98   (feet)  ADJUSTED  
 AI9730  ___________________________________________________________________
 AI9730  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 AI9730  DYNAMIC HT  -           3.041 (meters)       9.98  (feet)  COMP
 AI9730  MODELED GRAV-     980,096.8   (mgal)                       NAVD 88
 AI9730
 AI9730  VERT ORDER  -  FIRST     CLASS II
 AI9730
 AI9730.The horizontal coordinates were scaled from a topographic map and have
 AI9730.an estimated accuracy of +/- 6 seconds.
 AI9730
 AI9730.The orthometric height was determined by differential leveling
 AI9730.and adjusted by the National Geodetic Survey in March 2001..
 AI9730.No vertical observational check was made to the station.
 AI9730
 AI9730.The geoid height was determined by GEOID03.
 AI9730
 AI9730.The dynamic height is computed by dividing the NAVD 88
 AI9730.geopotential number by the normal gravity value computed on the
 AI9730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9730.degrees latitude (g = 980.6199 gals.).
 AI9730
 AI9730.The modeled gravity was interpolated from observed gravity values.
 AI9730
 AI9730;                    North         East    Units  Estimated Accuracy
 AI9730;SPC NJ       -    45,930.      103,770.      MT  (+/- 180 meters Scaled)
 AI9730
 AI9730                          SUPERSEDED SURVEY CONTROL
 AI9730
 AI9730.No superseded survey control is available for this station.
 AI9730
 AI9730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ969440(NAD 83)
 AI9730_MARKER: R = RIVET
 AI9730_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI9730_SP_SET: CURB
 AI9730_MARK LOGO: NONE  
 AI9730_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9730+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1998
 AI9730
 AI9730  HISTORY     - Date     Condition        Report By
 AI9730  HISTORY     - 1935     MONUMENTED       NJGS
 AI9730  HISTORY     - 19980916 GOOD             NJGS
 AI9730
 AI9730                          STATION DESCRIPTION
 AI9730
 AI9730'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 AI9730'THE STATION IS LOCATED IN COMMERCIAL TOWNSHIP IN THE COMMUNITY OF PORT
 AI9730'NORRIS ON THE NORTH SIDE OF MAIN STREET, COUNTY ROAD 553.  TO REACH
 AI9730'THE STATION FORM THE JUNCTION OF STATE ROUTE 47 AND THE SOUTHERN
 AI9730'TERMINUS OF STATE ROUTE 55 AT MILEPOINT 20, GO 2.9 MI (4.7 KM) SOUTH
 AI9730'ON STATE ROUTE 47 TO THE JUNCTION WITH STATE ROUTE 347 AT A LEFT WYE
 AI9730'TURN.  CONTINUE SOUTH ON STATE ROUTE 47 FOR 0.15 MI (0.24 KM) TO THE
 AI9730'JUNCTION WITH COUNTY ROAD 670.  TURN RIGHT AND GO 1.5 MI (2.4 KM) WEST
 AI9730'ON COUNTY ROAD 670 TO THE JUNCTION WITH BUCKSHUTEM ROAD AT A BLINKING
 AI9730'YELLOW TRAFFIC LIGHT.  TURN LEFT AND GO SOUTH ON BUCKSHUTEM ROAD,
 AI9730'COUNTY ROAD 744 FOR 0.2 MI (0.3 KM) TO THE INTERSECTION WITH HIGHLAND
 AI9730'STREET IN MAURICETOWN.  TURN RIGHT AND GO WEST ON ON HIGHLAND STREET
 AI9730'FOR 0.85 MI (1.37 KM) TO THE CROSSROADS INTERSECTION WITH COUNTY ROAD
 AI9730'649 AT A STOP SIGN AND BLINKING RED TRAFFIC LIGHT. TURN LEFT AND GO
 AI9730'SOUTH ON COUNTY ROAD 649 FOR 1.2 MI (1.9 KM) TO A STOP SIGN AT A
 AI9730'SKEWED TEE INTERSECTION WITH NORTH AVENUE.  TURN LEFT AND CONTINUE
 AI9730'SOUTH ON COUNTY ROAD 649 FOR 2.6 MI (4.2 KM) TO THE TEE JUNCTION WITH
 AI9730'MAIN STREET, COUNTY ROAD 553 IN PORT NORRIS.  TURN RIGHT AND GO WEST
 AI9730'ON MAIN STREET FOR 0.35 MI (0.56 KM) TO THE INTERSECTION WITH HIGH
 AI9730'STREET AND THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE IN THE
 AI9730'TOP OF THE CONCRETE CURB.  THE STATION IS 5.2 M (17.1 FT) NORTH FROM
 AI9730'THE CENTERLINE OF COUNTY ROAD 553, 6.7 M (22.0 FT) EAST FROM THE
 AI9730'CENTERLINE OF HIGH STREET, 0.7 M (2.3 FT) SOUTHEAST FROM A WOOD
 AI9730'UTILITY POLE WITH NO NUMBER AND 17.2 M (56.4 FT) SOUTHWEST FROM THE
 AI9730'SOUTHWEST CORNER OF HOUSE NUMBER 1712, A TWO STORY FRAME DWELLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0674 ***********************************************************************
 LY0674  DESIGNATION -  RV 61
 LY0674  PID         -  LY0674
 LY0674  STATE/COUNTY-  NJ/SUSSEX
 LY0674  USGS QUAD   -  FRANKLIN (1971)
 LY0674
 LY0674                         *CURRENT SURVEY CONTROL
 LY0674  ___________________________________________________________________
 LY0674* NAD 83(1986)-  41 06 48.     (N)    074 32 31.     (W)     SCALED    
 LY0674* NAVD 88     -       294.660  (meters)     966.73   (feet)  ADJUSTED  
 LY0674  ___________________________________________________________________
 LY0674  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 LY0674  DYNAMIC HT  -         294.529 (meters)     966.30  (feet)  COMP
 LY0674  MODELED GRAV-     980,170.4   (mgal)                       NAVD 88
 LY0674
 LY0674  VERT ORDER  -  FIRST     CLASS II
 LY0674
 LY0674.The horizontal coordinates were scaled from a topographic map and have
 LY0674.an estimated accuracy of +/- 6 seconds.
 LY0674
 LY0674.The orthometric height was determined by differential leveling
 LY0674.and adjusted by the National Geodetic Survey in June 1991..
 LY0674
 LY0674.The geoid height was determined by GEOID03.
 LY0674
 LY0674.The dynamic height is computed by dividing the NAVD 88
 LY0674.geopotential number by the normal gravity value computed on the
 LY0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0674.degrees latitude (g = 980.6199 gals.).
 LY0674
 LY0674.The modeled gravity was interpolated from observed gravity values.
 LY0674
 LY0674;                    North         East    Units  Estimated Accuracy
 LY0674;SPC NJ       -   253,130.      146,480.      MT  (+/- 180 meters Scaled)
 LY0674
 LY0674                          SUPERSEDED SURVEY CONTROL
 LY0674
 LY0674  NGVD 29 (??/??/92)  294.845  (m)          967.34   (f) ADJ UNCH    1 2
 LY0674
 LY0674.Superseded values are not recommended for survey control.
 LY0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0674.See file dsdata.txt to determine how the superseded data were derived.
 LY0674
 LY0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL384514(NAD 83)
 LY0674_MARKER: R = RIVET
 LY0674_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0674_SP_SET: BRIDGE
 LY0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0674
 LY0674  HISTORY     - Date     Condition        Report By
 LY0674  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0674  HISTORY     - 1934     GOOD             NGS
 LY0674
 LY0674                          STATION DESCRIPTION
 LY0674
 LY0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0674'0.6 MI SE FROM BEAVER LAKE.
 LY0674'0.6 MILE SOUTHEAST ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0674'RAILROAD FROM THE STATION AT BEAVER LAKE, AT CONCRETE BRIDGE
 LY0674'52.97 OVER A DRAINAGE DITCH, IN THE TOP OF THE NORTHEAST END
 LY0674'OF THE NORTHWEST HEADWALL, 10 FEET NORTHWEST OF THE CENTERLINE
 LY0674'OF THE TRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE TOP OF THE
 LY0674'RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0676 ***********************************************************************
 LY0676  DESIGNATION -  RV 62
 LY0676  PID         -  LY0676
 LY0676  STATE/COUNTY-  NJ/SUSSEX
 LY0676  USGS QUAD   -  FRANKLIN (1971)
 LY0676
 LY0676                         *CURRENT SURVEY CONTROL
 LY0676  ___________________________________________________________________
 LY0676* NAD 83(1986)-  41 06 27.     (N)    074 33 06.     (W)     SCALED    
 LY0676* NAVD 88     -       294.324  (meters)     965.63   (feet)  ADJUSTED  
 LY0676  ___________________________________________________________________
 LY0676  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LY0676  DYNAMIC HT  -         294.192 (meters)     965.19  (feet)  COMP
 LY0676  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 LY0676
 LY0676  VERT ORDER  -  FIRST     CLASS II
 LY0676
 LY0676.The horizontal coordinates were scaled from a topographic map and have
 LY0676.an estimated accuracy of +/- 6 seconds.
 LY0676
 LY0676.The orthometric height was determined by differential leveling
 LY0676.and adjusted by the National Geodetic Survey in June 1991..
 LY0676
 LY0676.The geoid height was determined by GEOID03.
 LY0676
 LY0676.The dynamic height is computed by dividing the NAVD 88
 LY0676.geopotential number by the normal gravity value computed on the
 LY0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0676.degrees latitude (g = 980.6199 gals.).
 LY0676
 LY0676.The modeled gravity was interpolated from observed gravity values.
 LY0676
 LY0676;                    North         East    Units  Estimated Accuracy
 LY0676;SPC NJ       -   252,490.      145,660.      MT  (+/- 180 meters Scaled)
 LY0676
 LY0676                          SUPERSEDED SURVEY CONTROL
 LY0676
 LY0676  NGVD 29 (??/??/92)  294.507  (m)          966.23   (f) ADJ UNCH    1 2
 LY0676
 LY0676.Superseded values are not recommended for survey control.
 LY0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0676.See file dsdata.txt to determine how the superseded data were derived.
 LY0676
 LY0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL376507(NAD 83)
 LY0676_MARKER: R = RIVET
 LY0676_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0676_SP_SET: PIER
 LY0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0676+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2006
 LY0676
 LY0676  HISTORY     - Date     Condition        Report By
 LY0676  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0676  HISTORY     - 1934     GOOD             NGS
 LY0676  HISTORY     - 20060211 GOOD             GEOCAC
 LY0676
 LY0676                          STATION DESCRIPTION
 LY0676
 LY0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0676'AT BEAVER LAKE.
 LY0676'AT BEAVER LAKE, SUSSEX COUNTY, NEAR THE NEW YORK, SUSQUEHANNA AND
 LY0676'WESTERN RAILROAD STATION, AT THE OVERHEAD CROSSING OF STATE
 LY0676'HIGHWAY 23, IN THE TOP OF THE SOUTHERNMOST CONCRETE FOUNDATION
 LY0676'OF THE SECOND PIER BENT FROM THE EAST ABUTMENT, 10 FEET WEST OF
 LY0676'THE CENTERLINE OF THE TRACK, AND ABOUT 3 FEET HIGHER THAN THE TOP
 LY0676'OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
 LY0676
 LY0676                          STATION RECOVERY (2006)
 LY0676
 LY0676'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0679 ***********************************************************************
 LY0679  DESIGNATION -  RV 63
 LY0679  PID         -  LY0679
 LY0679  STATE/COUNTY-  NJ/SUSSEX
 LY0679  USGS QUAD   -  FRANKLIN (1971)
 LY0679
 LY0679                         *CURRENT SURVEY CONTROL
 LY0679  ___________________________________________________________________
 LY0679* NAD 83(1986)-  41 06 16.     (N)    074 33 36.     (W)     SCALED    
 LY0679* NAVD 88     -       281.696  (meters)     924.20   (feet)  ADJUSTED  
 LY0679  ___________________________________________________________________
 LY0679  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 LY0679  DYNAMIC HT  -         281.570 (meters)     923.78  (feet)  COMP
 LY0679  MODELED GRAV-     980,169.0   (mgal)                       NAVD 88
 LY0679
 LY0679  VERT ORDER  -  FIRST     CLASS II
 LY0679
 LY0679.The horizontal coordinates were scaled from a topographic map and have
 LY0679.an estimated accuracy of +/- 6 seconds.
 LY0679
 LY0679.The orthometric height was determined by differential leveling
 LY0679.and adjusted by the National Geodetic Survey in June 1991..
 LY0679
 LY0679.The geoid height was determined by GEOID03.
 LY0679
 LY0679.The dynamic height is computed by dividing the NAVD 88
 LY0679.geopotential number by the normal gravity value computed on the
 LY0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0679.degrees latitude (g = 980.6199 gals.).
 LY0679
 LY0679.The modeled gravity was interpolated from observed gravity values.
 LY0679
 LY0679;                    North         East    Units  Estimated Accuracy
 LY0679;SPC NJ       -   252,150.      144,960.      MT  (+/- 180 meters Scaled)
 LY0679
 LY0679                          SUPERSEDED SURVEY CONTROL
 LY0679
 LY0679  NGVD 29 (??/??/92)  281.880  (m)          924.80   (f) ADJ UNCH    1 2
 LY0679
 LY0679.Superseded values are not recommended for survey control.
 LY0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0679.See file dsdata.txt to determine how the superseded data were derived.
 LY0679
 LY0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL369504(NAD 83)
 LY0679_MARKER: R = RIVET
 LY0679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0679_SP_SET: WALL
 LY0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0679
 LY0679  HISTORY     - Date     Condition        Report By
 LY0679  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0679  HISTORY     - 1934     GOOD             NGS
 LY0679
 LY0679                          STATION DESCRIPTION
 LY0679
 LY0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0679'0.5 MI NW FROM BEAVER LAKE.
 LY0679'0.5 MILE NORTHWEST ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0679'RAILROAD FROM THE STATION AT BEAVER LAKE, 15 FEET SOUTH OF A
 LY0679'LARGE WOODEN RAILROAD WATER TANK, 8 FEET SOUTH OF THE CENTERLINE
 LY0679'OF THE TRACK, IN THE TOP OF THE EAST END OF A CONCRETE RETAINING
 LY0679'WALL, AND ABOUT 4-1/2 FEET HIGHER THAN THE TOP OF THE RAIL.  A
 LY0679'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0680 ***********************************************************************
 LY0680  DESIGNATION -  RV 64
 LY0680  PID         -  LY0680
 LY0680  STATE/COUNTY-  NJ/SUSSEX
 LY0680  USGS QUAD   -  FRANKLIN (1971)
 LY0680
 LY0680                         *CURRENT SURVEY CONTROL
 LY0680  ___________________________________________________________________
 LY0680* NAD 83(1986)-  41 05 00.     (N)    074 35 29.     (W)     SCALED    
 LY0680* NAVD 88     -       209.982  (meters)     688.92   (feet)  ADJUSTED  
 LY0680  ___________________________________________________________________
 LY0680  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LY0680  DYNAMIC HT  -         209.889 (meters)     688.61  (feet)  COMP
 LY0680  MODELED GRAV-     980,180.6   (mgal)                       NAVD 88
 LY0680
 LY0680  VERT ORDER  -  FIRST     CLASS II
 LY0680
 LY0680.The horizontal coordinates were scaled from a topographic map and have
 LY0680.an estimated accuracy of +/- 6 seconds.
 LY0680
 LY0680.The orthometric height was determined by differential leveling
 LY0680.and adjusted by the National Geodetic Survey in June 1991..
 LY0680
 LY0680.The geoid height was determined by GEOID03.
 LY0680
 LY0680.The dynamic height is computed by dividing the NAVD 88
 LY0680.geopotential number by the normal gravity value computed on the
 LY0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0680.degrees latitude (g = 980.6199 gals.).
 LY0680
 LY0680.The modeled gravity was interpolated from observed gravity values.
 LY0680
 LY0680;                    North         East    Units  Estimated Accuracy
 LY0680;SPC NJ       -   249,810.      142,320.      MT  (+/- 180 meters Scaled)
 LY0680
 LY0680                          SUPERSEDED SURVEY CONTROL
 LY0680
 LY0680  NGVD 29 (??/??/92)  210.173  (m)          689.54   (f) ADJ UNCH    1 2
 LY0680
 LY0680.Superseded values are not recommended for survey control.
 LY0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0680.See file dsdata.txt to determine how the superseded data were derived.
 LY0680
 LY0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL343480(NAD 83)
 LY0680_MARKER: R = RIVET
 LY0680_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0680_SP_SET: BRIDGE
 LY0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0680
 LY0680  HISTORY     - Date     Condition        Report By
 LY0680  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0680  HISTORY     - 1934     GOOD             NGS
 LY0680
 LY0680                          STATION DESCRIPTION
 LY0680
 LY0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0680'0.2 MI S FROM OGDENSBURG.
 LY0680'1/4 MILE SOUTH ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0680'RAILROAD FROM THE STATION AT OGDENSBURG, AT BRIDGE 56.36 OVER
 LY0680'MAIN STREET, IN THE TOP OF THE EAST END OF THE SOUTH BACK WALL
 LY0680'OF THE SOUTH STONE ABUTMENT, 6 FEET EAST OF THE CENTERLINE OF
 LY0680'THE TRACK, AND ABOUT 2-1/2 FEET LOWER THAN THE TOP OF THE RAIL.
 LY0680'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0683 ***********************************************************************
 LY0683  DESIGNATION -  RV 65
 LY0683  PID         -  LY0683
 LY0683  STATE/COUNTY-  NJ/SUSSEX
 LY0683  USGS QUAD   -  FRANKLIN (1971)
 LY0683
 LY0683                         *CURRENT SURVEY CONTROL
 LY0683  ___________________________________________________________________
 LY0683* NAD 83(1986)-  41 05 26.     (N)    074 35 59.     (W)     SCALED    
 LY0683* NAVD 88     -       192.071  (meters)     630.15   (feet)  ADJUSTED  
 LY0683  ___________________________________________________________________
 LY0683  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LY0683  DYNAMIC HT  -         191.987 (meters)     629.88  (feet)  COMP
 LY0683  MODELED GRAV-     980,184.5   (mgal)                       NAVD 88
 LY0683
 LY0683  VERT ORDER  -  FIRST     CLASS II
 LY0683
 LY0683.The horizontal coordinates were scaled from a topographic map and have
 LY0683.an estimated accuracy of +/- 6 seconds.
 LY0683
 LY0683.The orthometric height was determined by differential leveling
 LY0683.and adjusted by the National Geodetic Survey in June 1991..
 LY0683
 LY0683.The geoid height was determined by GEOID03.
 LY0683
 LY0683.The dynamic height is computed by dividing the NAVD 88
 LY0683.geopotential number by the normal gravity value computed on the
 LY0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0683.degrees latitude (g = 980.6199 gals.).
 LY0683
 LY0683.The modeled gravity was interpolated from observed gravity values.
 LY0683
 LY0683;                    North         East    Units  Estimated Accuracy
 LY0683;SPC NJ       -   250,610.      141,620.      MT  (+/- 180 meters Scaled)
 LY0683
 LY0683                          SUPERSEDED SURVEY CONTROL
 LY0683
 LY0683  NGVD 29 (??/??/92)  192.265  (m)          630.79   (f) ADJ UNCH    1 2
 LY0683
 LY0683.Superseded values are not recommended for survey control.
 LY0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0683.See file dsdata.txt to determine how the superseded data were derived.
 LY0683
 LY0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL336488(NAD 83)
 LY0683_MARKER: P = PIPE CAP
 LY0683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0683_SP_SET: STONE ABUTMENT
 LY0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0683
 LY0683  HISTORY     - Date     Condition        Report By
 LY0683  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0683  HISTORY     - 1934     GOOD             NGS
 LY0683
 LY0683                          STATION DESCRIPTION
 LY0683
 LY0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0683'1.7 MI S FROM FRANKLIN.
 LY0683'1.7 MILES SOUTH ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0683'RAILROAD FROM THE STATION AT FRANKLIN, ABOUT 400 FEET SOUTH OF A
 LY0683'DIRT-ROAD CROSSING, 30 FEET EAST OF ABANDONED MILL BUILDINGS,
 LY0683'AT BRIDGE 57.34, IN THE TOP OF THE WEST END OF THE BACK WALL
 LY0683'OF THE SOUTH STONE ABUTMENT, 7 FEET EAST OF THE CENTERLINE OF
 LY0683'THE TRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE RAIL.  A
 LY0683'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0686 ***********************************************************************
 LY0686  DESIGNATION -  RV 66
 LY0686  PID         -  LY0686
 LY0686  STATE/COUNTY-  NJ/SUSSEX
 LY0686  USGS QUAD   -  FRANKLIN (1971)
 LY0686
 LY0686                         *CURRENT SURVEY CONTROL
 LY0686  ___________________________________________________________________
 LY0686* NAD 83(1986)-  41 06 45.     (N)    074 35 29.     (W)     SCALED    
 LY0686* NAVD 88     -       167.936  (meters)     550.97   (feet)  ADJUSTED  
 LY0686  ___________________________________________________________________
 LY0686  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LY0686  DYNAMIC HT  -         167.863 (meters)     550.73  (feet)  COMP
 LY0686  MODELED GRAV-     980,186.2   (mgal)                       NAVD 88
 LY0686
 LY0686  VERT ORDER  -  FIRST     CLASS II
 LY0686
 LY0686.The horizontal coordinates were scaled from a topographic map and have
 LY0686.an estimated accuracy of +/- 6 seconds.
 LY0686
 LY0686.The orthometric height was determined by differential leveling
 LY0686.and adjusted by the National Geodetic Survey in June 1991..
 LY0686
 LY0686.The geoid height was determined by GEOID03.
 LY0686
 LY0686.The dynamic height is computed by dividing the NAVD 88
 LY0686.geopotential number by the normal gravity value computed on the
 LY0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0686.degrees latitude (g = 980.6199 gals.).
 LY0686
 LY0686.The modeled gravity was interpolated from observed gravity values.
 LY0686
 LY0686;                    North         East    Units  Estimated Accuracy
 LY0686;SPC NJ       -   253,040.      142,330.      MT  (+/- 180 meters Scaled)
 LY0686
 LY0686                          SUPERSEDED SURVEY CONTROL
 LY0686
 LY0686  NGVD 29 (??/??/92)  168.136  (m)          551.63   (f) ADJ UNCH    1 2
 LY0686
 LY0686.Superseded values are not recommended for survey control.
 LY0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0686.See file dsdata.txt to determine how the superseded data were derived.
 LY0686
 LY0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL343513(NAD 83)
 LY0686_MARKER: R = RIVET
 LY0686_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0686_SP_SET: CONC FOUNDATION SIGNAL TOWER
 LY0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0686
 LY0686  HISTORY     - Date     Condition        Report By
 LY0686  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0686  HISTORY     - 1934     GOOD             NGS
 LY0686  HISTORY     - 20060920 MARK NOT FOUND   AASCO
 LY0686
 LY0686                          STATION DESCRIPTION
 LY0686
 LY0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0686'AT FRANKLIN.
 LY0686'AT FRANKLIN, SUSSEX COUNTY, 125 FEET NORTHEAST OF THE NEW
 LY0686'YORK, SUSQUEHANNA AND WESTERN RAILROAD STATION, 100 FEET NORTH
 LY0686'OF CONCRETE MILEPOST 59, 21 FEET EAST OF THE CENTERLINE OF THE
 LY0686'MAIN TRACK, AND IN THE TOP OF THE SOUTHEAST CORNER OF THE
 LY0686'CONCRETE FOUNDATION OF A SIGNAL TOWER.  A STANDARD MONEL-METAL
 LY0686'RIVET.
 LY0686
 LY0686                          STATION RECOVERY (2006)
 LY0686
 LY0686'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 LY0686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0701 ***********************************************************************
 LY0701  DESIGNATION -  RV 67
 LY0701  PID         -  LY0701
 LY0701  STATE/COUNTY-  NJ/SUSSEX
 LY0701  USGS QUAD   -  FRANKLIN (1971)
 LY0701
 LY0701                         *CURRENT SURVEY CONTROL
 LY0701  ___________________________________________________________________
 LY0701* NAD 83(1986)-  41 07 17.     (N)    074 35 26.     (W)     SCALED    
 LY0701* NAVD 88     -       159.968  (meters)     524.83   (feet)  ADJUSTED  
 LY0701  ___________________________________________________________________
 LY0701  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LY0701  DYNAMIC HT  -         159.899 (meters)     524.60  (feet)  COMP
 LY0701  MODELED GRAV-     980,188.8   (mgal)                       NAVD 88
 LY0701
 LY0701  VERT ORDER  -  FIRST     CLASS II
 LY0701
 LY0701.The horizontal coordinates were scaled from a topographic map and have
 LY0701.an estimated accuracy of +/- 6 seconds.
 LY0701
 LY0701.The orthometric height was determined by differential leveling
 LY0701.and adjusted by the National Geodetic Survey in June 1991..
 LY0701
 LY0701.The geoid height was determined by GEOID03.
 LY0701
 LY0701.The dynamic height is computed by dividing the NAVD 88
 LY0701.geopotential number by the normal gravity value computed on the
 LY0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0701.degrees latitude (g = 980.6199 gals.).
 LY0701
 LY0701.The modeled gravity was interpolated from observed gravity values.
 LY0701
 LY0701;                    North         East    Units  Estimated Accuracy
 LY0701;SPC NJ       -   254,030.      142,400.      MT  (+/- 180 meters Scaled)
 LY0701
 LY0701                          SUPERSEDED SURVEY CONTROL
 LY0701
 LY0701  NGVD 29 (??/??/92)  160.167  (m)          525.48   (f) ADJ UNCH    1 2
 LY0701
 LY0701.Superseded values are not recommended for survey control.
 LY0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0701.See file dsdata.txt to determine how the superseded data were derived.
 LY0701
 LY0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL343523(NAD 83)
 LY0701_MARKER: R = RIVET
 LY0701_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0701_SP_SET: PIER
 LY0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0701+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 LY0701
 LY0701  HISTORY     - Date     Condition        Report By
 LY0701  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0701  HISTORY     - 1934     GOOD             NGS
 LY0701  HISTORY     - 20060520 GOOD             GEOCAC
 LY0701
 LY0701                          STATION DESCRIPTION
 LY0701
 LY0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0701'AT FRANKLIN.
 LY0701'AT FRANKLIN, SUSSEX COUNTY, AT THE NEW YORK, SUSQUEHANNA AND
 LY0701'WESTERN RAILROAD YARDS, 120 FEET NORTH OF SCALE OFFICE 48, AT
 LY0701'OVERHEAD CROSSING 59.64 OF NORTH CHURCH ROAD, AT THE SECOND
 LY0701'SET OF PIERS FROM THE EAST ABUTMENT, IN THE TOP OF THE
 LY0701'SOUTHEAST CORNER OF THE SOUTH CONCRETE PIER FOUNDATION, 9 FEET
 LY0701'WEST OF THE CENTERLINE OF THE WEST TRACK, AND ABOUT 3 FEET
 LY0701'HIGHER THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
 LY0701
 LY0701                          STATION RECOVERY (2006)
 LY0701
 LY0701'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0701'NO RAIL YARDS HERE ANYMORE.  THE TRACKS REFERRED TO ARE MISSING.
 LY0701'RIVET FOUND BY DESCRIPTION.  TRAVEL WEST ON SUSQUEHANNA STREET FROM
 LY0701'FOWLER STREET TO GT UNDER THE NORTH CHURCH STREET BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0702 ***********************************************************************
 LY0702  DESIGNATION -  RV 68
 LY0702  PID         -  LY0702
 LY0702  STATE/COUNTY-  NJ/SUSSEX
 LY0702  USGS QUAD   -  HAMBURG (1976)
 LY0702
 LY0702                         *CURRENT SURVEY CONTROL
 LY0702  ___________________________________________________________________
 LY0702* NAD 83(1986)-  41 07 42.     (N)    074 35 01.     (W)     SCALED    
 LY0702* NAVD 88     -       154.151  (meters)     505.74   (feet)  ADJUSTED  
 LY0702  ___________________________________________________________________
 LY0702  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 LY0702  DYNAMIC HT  -         154.084 (meters)     505.52  (feet)  COMP
 LY0702  MODELED GRAV-     980,189.5   (mgal)                       NAVD 88
 LY0702
 LY0702  VERT ORDER  -  FIRST     CLASS II
 LY0702
 LY0702.The horizontal coordinates were scaled from a topographic map and have
 LY0702.an estimated accuracy of +/- 6 seconds.
 LY0702
 LY0702.The orthometric height was determined by differential leveling
 LY0702.and adjusted by the National Geodetic Survey in June 1991..
 LY0702
 LY0702.The geoid height was determined by GEOID03.
 LY0702
 LY0702.The dynamic height is computed by dividing the NAVD 88
 LY0702.geopotential number by the normal gravity value computed on the
 LY0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0702.degrees latitude (g = 980.6199 gals.).
 LY0702
 LY0702.The modeled gravity was interpolated from observed gravity values.
 LY0702
 LY0702;                    North         East    Units  Estimated Accuracy
 LY0702;SPC NJ       -   254,800.      142,980.      MT  (+/- 180 meters Scaled)
 LY0702
 LY0702                          SUPERSEDED SURVEY CONTROL
 LY0702
 LY0702  NGVD 29 (??/??/92)  154.348  (m)          506.39   (f) ADJ UNCH    1 2
 LY0702
 LY0702.Superseded values are not recommended for survey control.
 LY0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0702.See file dsdata.txt to determine how the superseded data were derived.
 LY0702
 LY0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL349530(NAD 83)
 LY0702_MARKER: R = RIVET
 LY0702_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0702_SP_SET: WALL
 LY0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0702
 LY0702  HISTORY     - Date     Condition        Report By
 LY0702  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0702  HISTORY     - 1934     GOOD             NGS
 LY0702
 LY0702                          STATION DESCRIPTION
 LY0702
 LY0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0702'AT FRANKLIN.
 LY0702'AT FRANKLIN, SUSSEX COUNTY, ON THE NEW YORK, SUSQUEHANNA AND
 LY0702'WESTERN RAILROAD, 0.6 MILE NORTH OF THE OVERHEAD CROSSING OF
 LY0702'NORTH CHURCH ROAD, AT STEEL BRIDGE 60.24 OVER WALKILL RIVER,
 LY0702'IN THE TOP OF THE BACK WALL, 1 FOOT EAST OF THE WEST END, 5-1/2
 LY0702'FEET WEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 1-1/2
 LY0702'FEET BELOW THE BRIDGE LEVEL.  AN IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1629 ***********************************************************************
 KU1629  DESIGNATION -  RV 6849
 KU1629  PID         -  KU1629
 KU1629  STATE/COUNTY-  NJ/BERGEN
 KU1629  USGS QUAD   -  YONKERS (1979)
 KU1629
 KU1629                         *CURRENT SURVEY CONTROL
 KU1629  ___________________________________________________________________
 KU1629* NAD 83(1986)-  40 56 23.     (N)    073 55 16.     (W)     SCALED    
 KU1629* NAVD 88     -        32.923  (meters)     108.01   (feet)  ADJUSTED  
 KU1629  ___________________________________________________________________
 KU1629  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 KU1629  DYNAMIC HT  -          32.911 (meters)     107.98  (feet)  COMP
 KU1629  MODELED GRAV-     980,261.3   (mgal)                       NAVD 88
 KU1629
 KU1629  VERT ORDER  -  SECOND    CLASS 0
 KU1629
 KU1629.The horizontal coordinates were scaled from a topographic map and have
 KU1629.an estimated accuracy of +/- 6 seconds.
 KU1629
 KU1629.The orthometric height was determined by differential leveling
 KU1629.and adjusted by the National Geodetic Survey in June 1991..
 KU1629
 KU1629.The geoid height was determined by GEOID03.
 KU1629
 KU1629.The dynamic height is computed by dividing the NAVD 88
 KU1629.geopotential number by the normal gravity value computed on the
 KU1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1629.degrees latitude (g = 980.6199 gals.).
 KU1629
 KU1629.The modeled gravity was interpolated from observed gravity values.
 KU1629
 KU1629;                    North         East    Units  Estimated Accuracy
 KU1629;SPC NJ       -   234,020.      198,750.      MT  (+/- 180 meters Scaled)
 KU1629
 KU1629                          SUPERSEDED SURVEY CONTROL
 KU1629
 KU1629  NGVD 29 (??/??/92)   33.228  (m)          109.02   (f) ADJ UNCH    2 0
 KU1629
 KU1629.Superseded values are not recommended for survey control.
 KU1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1629.See file dsdata.txt to determine how the superseded data were derived.
 KU1629
 KU1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL908326(NAD 83)
 KU1629_MARKER: R = RIVET
 KU1629_SETTING: 80 = SET IN A BOULDER
 KU1629_SP_SET: BOULDER
 KU1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1629+STABILITY: SURFACE MOTION
 KU1629
 KU1629  HISTORY     - Date     Condition        Report By
 KU1629  HISTORY     - UNK      MONUMENTED       NJGS
 KU1629  HISTORY     - 1956     GOOD             NGS
 KU1629  HISTORY     - 20060514 MARK NOT FOUND   GEOCAC
 KU1629
 KU1629                          STATION DESCRIPTION
 KU1629
 KU1629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1629'2 MI NE FROM ALPINE.
 KU1629'0.2 MILE EAST ALONG CLOSTER DOCK ROAD FROM THE ALPINE METHODIST
 KU1629'CHURCH, 0.7 MILE NORTH ALONG U.S. HIGHWAY 9W, THENCE 1.15 MILE
 KU1629'SOUTHEAST ALONG THE YONKERS FERRY ROAD, AT THE NORTH SIDE OF A
 KU1629'TRAFFIC CIRCLE, 71.9 FEET EAST OF BENCH MARK C 40, 25.3 FEET
 KU1629'NORTH OF THE NORTHEAST CORNER OF A SMALL LOG HOUSE, A MONEL
 KU1629'METAL RIVET SET IN TOP OF A 8 BY 2 FOOT BOULDER, AND ABOUT 2
 KU1629'FEET ABOVE THE ROAD.
 KU1629
 KU1629                          STATION RECOVERY (2006)
 KU1629
 KU1629'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KU1629'LOCATED ALL REFERENCES IN DESCRIPTION, INCLUDING 8 BY 2 FOOT BOULDER
 KU1629'AND BENCH MARK C 40.  UNABLE TO LOCATE RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0498 ***********************************************************************
 KV0498  DESIGNATION -  RV 6862 NJGS
 KV0498  PID         -  KV0498
 KV0498  STATE/COUNTY-  NJ/BERGEN
 KV0498  USGS QUAD   -  HACKENSACK (1997)
 KV0498
 KV0498                         *CURRENT SURVEY CONTROL
 KV0498  ___________________________________________________________________
 KV0498* NAD 83(1986)-  40 54 00.     (N)    074 02 22.     (W)     SCALED    
 KV0498* NAVD 88     -         2.102  (meters)       6.90   (feet)  ADJUSTED  
 KV0498  ___________________________________________________________________
 KV0498  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KV0498  DYNAMIC HT  -           2.101 (meters)       6.89  (feet)  COMP
 KV0498  MODELED GRAV-     980,240.3   (mgal)                       NAVD 88
 KV0498
 KV0498  VERT ORDER  -  SECOND    CLASS 0
 KV0498
 KV0498.The horizontal coordinates were scaled from a topographic map and have
 KV0498.an estimated accuracy of +/- 6 seconds.
 KV0498
 KV0498.The orthometric height was determined by differential leveling
 KV0498.and adjusted by the National Geodetic Survey in June 1991..
 KV0498
 KV0498.The geoid height was determined by GEOID03.
 KV0498
 KV0498.The dynamic height is computed by dividing the NAVD 88
 KV0498.geopotential number by the normal gravity value computed on the
 KV0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0498.degrees latitude (g = 980.6199 gals.).
 KV0498
 KV0498.The modeled gravity was interpolated from observed gravity values.
 KV0498
 KV0498;                    North         East    Units  Estimated Accuracy
 KV0498;SPC NJ       -   229,550.      188,800.      MT  (+/- 180 meters Scaled)
 KV0498
 KV0498                          SUPERSEDED SURVEY CONTROL
 KV0498
 KV0498  NGVD 29 (??/??/??)    2.410  (m)            7.91   (f) ADJUSTED    2 0
 KV0498
 KV0498.Superseded values are not recommended for survey control.
 KV0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0498.See file dsdata.txt to determine how the superseded data were derived.
 KV0498
 KV0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL809281(NAD 83)
 KV0498_MARKER: R = RIVET
 KV0498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0498_SP_SET: CURB
 KV0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0498+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 KV0498
 KV0498  HISTORY     - Date     Condition        Report By
 KV0498  HISTORY     - 1956     MONUMENTED       NJGS
 KV0498  HISTORY     - 1956     GOOD             CGS
 KV0498  HISTORY     - 19901118 GOOD             USPSQD
 KV0498  HISTORY     - 20060517 GOOD             MACDEL
 KV0498
 KV0498                          STATION DESCRIPTION
 KV0498
 KV0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0498'AT HACKENSACK.
 KV0498'AT HACKENSACK, ON THE NORTH SIDE OF TEMPLE AVENUE, 0.1 MILE
 KV0498'WEST OF HACKENSACK AVENUE, AND 171 FEET EAST OF THE EAST RAIL OF
 KV0498'THE NEW JERSEY AND NEW YORK RAILROAD, 44.1 FEET SOUTHWEST OF THE
 KV0498'SOUTHEAST CORNER OF HOUSE 56 TEMPLE AVENUE, SET IN TOP OF THE
 KV0498'CONCRETE CURB 6 INCHES WEST OF THE SIDEWALK LEADING TO 56
 KV0498'TEMPLE AVENUE.
 KV0498
 KV0498                          STATION RECOVERY (1990)
 KV0498
 KV0498'RECOVERY NOTE BY US POWER SQUADRON 1990 (VFG)
 KV0498'RECOVERED IN GOOD CONDITION.
 KV0498
 KV0498                          STATION RECOVERY (2006)
 KV0498
 KV0498'RECOVERY NOTE BY MACDEL ENGINEERING 2006 (RFH)
 KV0498'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0703 ***********************************************************************
 LY0703  DESIGNATION -  RV 69
 LY0703  PID         -  LY0703
 LY0703  STATE/COUNTY-  NJ/SUSSEX
 LY0703  USGS QUAD   -  HAMBURG (1976)
 LY0703
 LY0703                         *CURRENT SURVEY CONTROL
 LY0703  ___________________________________________________________________
 LY0703* NAD 83(1986)-  41 08 10.     (N)    074 34 41.     (W)     SCALED    
 LY0703* NAVD 88     -       147.596  (meters)     484.24   (feet)  ADJUSTED  
 LY0703  ___________________________________________________________________
 LY0703  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 LY0703  DYNAMIC HT  -         147.532 (meters)     484.03  (feet)  COMP
 LY0703  MODELED GRAV-     980,191.7   (mgal)                       NAVD 88
 LY0703
 LY0703  VERT ORDER  -  FIRST     CLASS II
 LY0703
 LY0703.The horizontal coordinates were scaled from a topographic map and have
 LY0703.an estimated accuracy of +/- 6 seconds.
 LY0703
 LY0703.The orthometric height was determined by differential leveling
 LY0703.and adjusted by the National Geodetic Survey in June 1991..
 LY0703
 LY0703.The geoid height was determined by GEOID03.
 LY0703
 LY0703.The dynamic height is computed by dividing the NAVD 88
 LY0703.geopotential number by the normal gravity value computed on the
 LY0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0703.degrees latitude (g = 980.6199 gals.).
 LY0703
 LY0703.The modeled gravity was interpolated from observed gravity values.
 LY0703
 LY0703;                    North         East    Units  Estimated Accuracy
 LY0703;SPC NJ       -   255,670.      143,450.      MT  (+/- 180 meters Scaled)
 LY0703
 LY0703                          SUPERSEDED SURVEY CONTROL
 LY0703
 LY0703  NGVD 29 (??/??/92)  147.795  (m)          484.89   (f) ADJ UNCH    1 2
 LY0703
 LY0703.Superseded values are not recommended for survey control.
 LY0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0703.See file dsdata.txt to determine how the superseded data were derived.
 LY0703
 LY0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL354539(NAD 83)
 LY0703_MARKER: R = RIVET
 LY0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0703_SP_SET: WALL
 LY0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0703
 LY0703  HISTORY     - Date     Condition        Report By
 LY0703  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0703  HISTORY     - 1934     GOOD             NGS
 LY0703
 LY0703                          STATION DESCRIPTION
 LY0703
 LY0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0703'1.2 MI S FROM HAMBURG.
 LY0703'1.2 MILES SOUTH ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0703'RAILROAD FROM THE STATION AT HAMBURG, ABOUT 3/4 MILE
 LY0703'SOUTH OF WHEATSWORTH MILLS OF THE NATIONAL BISCUIT CO., AT
 LY0703'THE STEEL BRIDGE OVER WALKILL RIVER, IN THE TOP OF THE
 LY0703'CONCRETE BACK WALL, 4 FEET EAST OF THE WEST END, 6 FEET WEST OF
 LY0703'THE CENTERLINE OF THE TRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE
 LY0703'TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0058 ***********************************************************************
 KV0058  DESIGNATION -  RV 7
 KV0058  PID         -  KV0058
 KV0058  STATE/COUNTY-  NJ/UNION
 KV0058  USGS QUAD   -  ROSELLE (1995)
 KV0058
 KV0058                         *CURRENT SURVEY CONTROL
 KV0058  ___________________________________________________________________
 KV0058* NAD 83(1986)-  40 38 34.     (N)    074 15 34.     (W)     SCALED    
 KV0058* NAVD 88     -        14.926  (meters)      48.97   (feet)  ADJUSTED  
 KV0058  ___________________________________________________________________
 KV0058  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KV0058  DYNAMIC HT  -          14.920 (meters)      48.95  (feet)  COMP
 KV0058  MODELED GRAV-     980,213.4   (mgal)                       NAVD 88
 KV0058
 KV0058  VERT ORDER  -  FIRST     CLASS II
 KV0058
 KV0058.The horizontal coordinates were scaled from a topographic map and have
 KV0058.an estimated accuracy of +/- 6 seconds.
 KV0058
 KV0058.The orthometric height was determined by differential leveling
 KV0058.and adjusted by the National Geodetic Survey in June 1991..
 KV0058
 KV0058.The geoid height was determined by GEOID03.
 KV0058
 KV0058.The dynamic height is computed by dividing the NAVD 88
 KV0058.geopotential number by the normal gravity value computed on the
 KV0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0058.degrees latitude (g = 980.6199 gals.).
 KV0058
 KV0058.The modeled gravity was interpolated from observed gravity values.
 KV0058
 KV0058;                    North         East    Units  Estimated Accuracy
 KV0058;SPC NJ       -   200,910.      170,350.      MT  (+/- 180 meters Scaled)
 KV0058
 KV0058                          SUPERSEDED SURVEY CONTROL
 KV0058
 KV0058  NGVD 29 (??/??/??)   15.265  (m)           50.08   (f) ADJUSTED    1 2
 KV0058
 KV0058.Superseded values are not recommended for survey control.
 KV0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0058.See file dsdata.txt to determine how the superseded data were derived.
 KV0058
 KV0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK626993(NAD 83)
 KV0058_MARKER: R = RIVET
 KV0058_SETTING: 0 = UNSPECIFIED SETTING
 KV0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0058
 KV0058  HISTORY     - Date     Condition        Report By
 KV0058  HISTORY     - 1933     MONUMENTED       CGS
 KV0058  HISTORY     - 1965     MARK NOT FOUND   CGS
 KV0058  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV0058  HISTORY     - 19940725 MARK NOT FOUND   USPSQD
 KV0058
 KV0058                          STATION DESCRIPTION
 KV0058
 KV0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0058'AT ROSELLE.
 KV0058'AT ROSELLE, UNION COUNTY, AT THE SOUTHWEST CORNER OF THE TRIANGLE
 KV0058'FORMED BY THE INTERSECTION OF ST. GEORGE, ROSELLE, AND CHESTNUT
 KV0058'STREETS, 50 FEET SOUTHWEST OF THE CENTERLINE OF ROSELLE STREET,
 KV0058'27 FEET EAST OF THE CENTERLINE OF CHESTNUT STREET, AND 25 FEET
 KV0058'NORTH OF THE CENTERLINE OF ST. GEORGE STREET.  A STANDARD
 KV0058'MONEL-METAL RIVET.
 KV0058
 KV0058                          STATION RECOVERY (1989)
 KV0058
 KV0058'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0058'MARK NOT FOUND.
 KV0058
 KV0058                          STATION RECOVERY (1994)
 KV0058
 KV0058'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0706 ***********************************************************************
 LY0706  DESIGNATION -  RV 71
 LY0706  PID         -  LY0706
 LY0706  STATE/COUNTY-  NJ/SUSSEX
 LY0706  USGS QUAD   -  HAMBURG (1976)
 LY0706
 LY0706                         *CURRENT SURVEY CONTROL
 LY0706  ___________________________________________________________________
 LY0706* NAD 83(1986)-  41 09 25.     (N)    074 34 58.     (W)     SCALED    
 LY0706* NAVD 88     -       123.963  (meters)     406.70   (feet)  ADJUSTED  
 LY0706  ___________________________________________________________________
 LY0706  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 LY0706  DYNAMIC HT  -         123.911 (meters)     406.53  (feet)  COMP
 LY0706  MODELED GRAV-     980,201.5   (mgal)                       NAVD 88
 LY0706
 LY0706  VERT ORDER  -  FIRST     CLASS II
 LY0706
 LY0706.The horizontal coordinates were scaled from a topographic map and have
 LY0706.an estimated accuracy of +/- 6 seconds.
 LY0706
 LY0706.The orthometric height was determined by differential leveling
 LY0706.and adjusted by the National Geodetic Survey in June 1991..
 LY0706
 LY0706.The geoid height was determined by GEOID03.
 LY0706
 LY0706.The dynamic height is computed by dividing the NAVD 88
 LY0706.geopotential number by the normal gravity value computed on the
 LY0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0706.degrees latitude (g = 980.6199 gals.).
 LY0706
 LY0706.The modeled gravity was interpolated from observed gravity values.
 LY0706
 LY0706;                    North         East    Units  Estimated Accuracy
 LY0706;SPC NJ       -   257,980.      143,050.      MT  (+/- 180 meters Scaled)
 LY0706
 LY0706                          SUPERSEDED SURVEY CONTROL
 LY0706
 LY0706  NGVD 29 (??/??/92)  124.163  (m)          407.36   (f) ADJ UNCH    1 2
 LY0706
 LY0706.Superseded values are not recommended for survey control.
 LY0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0706.See file dsdata.txt to determine how the superseded data were derived.
 LY0706
 LY0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL350562(NAD 83)
 LY0706_MARKER: R = RIVET
 LY0706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0706_SP_SET: CON FOUNDATION
 LY0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0706+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2004
 LY0706
 LY0706  HISTORY     - Date     Condition        Report By
 LY0706  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0706  HISTORY     - 1954     MARK NOT FOUND   NGS
 LY0706  HISTORY     - 1985     GOOD             USPSQD
 LY0706  HISTORY     - 20041205 GOOD             GEOCAC
 LY0706
 LY0706                          STATION DESCRIPTION
 LY0706
 LY0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LY0706'0.3 MI N FROM HAMBURG.
 LY0706'0.3 MILE NORTH ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0706'RAILROAD FROM THE STATION AT HAMBURG, AT MILEAGE 62.46, 30 FEET
 LY0706'EAST OF THE EAST BANK OF WALKILL RIVER, 9-1/2 FEET WEST OF THE
 LY0706'CENTERLINE OF THE TRACK, IN THE TOP OF THE CENTER OF THE
 LY0706'CONCRETE FOUNDATION OF AN ABANDONED SIGNAL TOWER, AND ABOUT 1/2
 LY0706'FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL
 LY0706'RIVET.
 LY0706
 LY0706                          STATION RECOVERY (1985)
 LY0706
 LY0706'RECOVERY NOTE BY US POWER SQUADRON 1985
 LY0706'THE NEW YORK, SUSQUEHANNA AND WESTERN RAILROAD HAS BEEN ABANDONED AND
 LY0706'ALL TRACKS REMOVED. FROM THE INTERSECTION OF STATE HWY. 23 AND
 LY0706'WALKILL AVE IN HAMBURG, GO SOUTH ON WALKILL AVE. TO NJ POWER AND
 LY0706'LIGHT SUBSTATION, TURN RIGHT ON UNPAVED LANE. THIS IS THE APPROXIMATE
 LY0706'LOCATION OF THE HAMBURG RAILROAD STATION THAT NO LONGER EXISTS.
 LY0706'FOLLOW LANE PAST HAMBURG REGIONAL PUMPING STATION FOR 0.3 MILE TO
 LY0706'MARK IN THE CENTER OF THE TOP OF THE CONCRETE SIGNAL TOWER
 LY0706'FOUNDATION.
 LY0706
 LY0706                          STATION RECOVERY (2004)
 LY0706
 LY0706'RECOVERY NOTE BY GEOCACHING 2004 (JRI)
 LY0706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0707 ***********************************************************************
 LY0707  DESIGNATION -  RV 72
 LY0707  PID         -  LY0707
 LY0707  STATE/COUNTY-  NJ/SUSSEX
 LY0707  USGS QUAD   -  HAMBURG (1976)
 LY0707
 LY0707                         *CURRENT SURVEY CONTROL
 LY0707  ___________________________________________________________________
 LY0707* NAD 83(1986)-  41 10 07.     (N)    074 35 08.     (W)     SCALED    
 LY0707* NAVD 88     -       122.061  (meters)     400.46   (feet)  ADJUSTED  
 LY0707  ___________________________________________________________________
 LY0707  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LY0707  DYNAMIC HT  -         122.010 (meters)     400.29  (feet)  COMP
 LY0707  MODELED GRAV-     980,203.6   (mgal)                       NAVD 88
 LY0707
 LY0707  VERT ORDER  -  FIRST     CLASS II
 LY0707
 LY0707.The horizontal coordinates were scaled from a topographic map and have
 LY0707.an estimated accuracy of +/- 6 seconds.
 LY0707
 LY0707.The orthometric height was determined by differential leveling
 LY0707.and adjusted by the National Geodetic Survey in June 1991..
 LY0707
 LY0707.The geoid height was determined by GEOID03.
 LY0707
 LY0707.The dynamic height is computed by dividing the NAVD 88
 LY0707.geopotential number by the normal gravity value computed on the
 LY0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0707.degrees latitude (g = 980.6199 gals.).
 LY0707
 LY0707.The modeled gravity was interpolated from observed gravity values.
 LY0707
 LY0707;                    North         East    Units  Estimated Accuracy
 LY0707;SPC NJ       -   259,270.      142,820.      MT  (+/- 180 meters Scaled)
 LY0707
 LY0707                          SUPERSEDED SURVEY CONTROL
 LY0707
 LY0707  NGVD 29 (??/??/92)  122.261  (m)          401.12   (f) ADJ UNCH    1 2
 LY0707
 LY0707.Superseded values are not recommended for survey control.
 LY0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0707.See file dsdata.txt to determine how the superseded data were derived.
 LY0707
 LY0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL347575(NAD 83)
 LY0707_MARKER: R = RIVET
 LY0707_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0707_SP_SET: CULVERT
 LY0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0707+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2006
 LY0707
 LY0707  HISTORY     - Date     Condition        Report By
 LY0707  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0707  HISTORY     - 1934     GOOD             NGS
 LY0707  HISTORY     - 20060723 GOOD             GEOCAC
 LY0707
 LY0707                          STATION DESCRIPTION
 LY0707
 LY0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0707'1.2 MI N FROM HAMBURG.
 LY0707'1.2 MILES NORTH ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0707'RAILROAD FROM THE STATION AT HAMBURG, ABOUT 350 FEET NORTH OF
 LY0707'THE CROSSING OF STATE HIGHWAY 23, AT 8-FOOT CONCRETE CULVERT
 LY0707'63.33, IN THE TOP OF THE SOUTH END OF THE WEST COPING, 8 FEET
 LY0707'WEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER
 LY0707'THAN THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
 LY0707
 LY0707                          STATION RECOVERY (2006)
 LY0707
 LY0707'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0707'THE RAILROAD IS LONG ABANDONED.  ROUTE 23 HAS BEEN REBUILT TO THE
 LY0707'SOUTH.  AREA IS NOW PART OF THE WALLKILL NATIONAL WILDLIFE REFUGE.
 LY0707'HAND-HELD GPS COORDINATES N 41 10.123 W 74 35.118.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0709 ***********************************************************************
 LY0709  DESIGNATION -  RV 73
 LY0709  PID         -  LY0709
 LY0709  STATE/COUNTY-  NJ/SUSSEX
 LY0709  USGS QUAD   -  HAMBURG (1976)
 LY0709
 LY0709                         *CURRENT SURVEY CONTROL
 LY0709  ___________________________________________________________________
 LY0709* NAD 83(1986)-  41 10 35.     (N)    074 34 59.     (W)     SCALED    
 LY0709* NAVD 88     -       120.736  (meters)     396.11   (feet)  ADJUSTED  
 LY0709  ___________________________________________________________________
 LY0709  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 LY0709  DYNAMIC HT  -         120.686 (meters)     395.95  (feet)  COMP
 LY0709  MODELED GRAV-     980,204.3   (mgal)                       NAVD 88
 LY0709
 LY0709  VERT ORDER  -  FIRST     CLASS II
 LY0709
 LY0709.The horizontal coordinates were scaled from a topographic map and have
 LY0709.an estimated accuracy of +/- 6 seconds.
 LY0709
 LY0709.The orthometric height was determined by differential leveling
 LY0709.and adjusted by the National Geodetic Survey in June 1991..
 LY0709
 LY0709.The geoid height was determined by GEOID03.
 LY0709
 LY0709.The dynamic height is computed by dividing the NAVD 88
 LY0709.geopotential number by the normal gravity value computed on the
 LY0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0709.degrees latitude (g = 980.6199 gals.).
 LY0709
 LY0709.The modeled gravity was interpolated from observed gravity values.
 LY0709
 LY0709;                    North         East    Units  Estimated Accuracy
 LY0709;SPC NJ       -   260,140.      143,030.      MT  (+/- 180 meters Scaled)
 LY0709
 LY0709                          SUPERSEDED SURVEY CONTROL
 LY0709
 LY0709  NGVD 29 (??/??/92)  120.937  (m)          396.77   (f) ADJ UNCH    1 2
 LY0709
 LY0709.Superseded values are not recommended for survey control.
 LY0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0709.See file dsdata.txt to determine how the superseded data were derived.
 LY0709
 LY0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL349584(NAD 83)
 LY0709_MARKER: R = RIVET
 LY0709_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0709_SP_SET: CON ABUTMENT
 LY0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0709
 LY0709  HISTORY     - Date     Condition        Report By
 LY0709  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0709  HISTORY     - 1934     GOOD             NGS
 LY0709
 LY0709                          STATION DESCRIPTION
 LY0709
 LY0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0709'1.7 MI N FROM HAMBURG.
 LY0709'1.7 MILES NORTH ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0709'RAILROAD FROM THE STATION AT HAMBURG, 0.4 MILE NORTH OF THE
 LY0709'CROSSING OF STATE HIGHWAY 23, AT BRIDGE 63.86, IN THE TOP OF
 LY0709'THE WEST END OF THE NORTH CONCRETE ABUTMENT, 7 FEET WEST OF
 LY0709'THE CENTERLINE OF THE TRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE
 LY0709'TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0710 ***********************************************************************
 LY0710  DESIGNATION -  RV 76
 LY0710  PID         -  LY0710
 LY0710  STATE/COUNTY-  NJ/SUSSEX
 LY0710  USGS QUAD   -  HAMBURG (1976)
 LY0710
 LY0710                         *CURRENT SURVEY CONTROL
 LY0710  ___________________________________________________________________
 LY0710* NAD 83(1986)-  41 12 02.     (N)    074 35 44.     (W)     SCALED    
 LY0710* NAVD 88     -       124.403  (meters)     408.15   (feet)  ADJUSTED  
 LY0710  ___________________________________________________________________
 LY0710  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 LY0710  DYNAMIC HT  -         124.351 (meters)     407.97  (feet)  COMP
 LY0710  MODELED GRAV-     980,207.1   (mgal)                       NAVD 88
 LY0710
 LY0710  VERT ORDER  -  FIRST     CLASS II
 LY0710
 LY0710.The horizontal coordinates were scaled from a topographic map and have
 LY0710.an estimated accuracy of +/- 6 seconds.
 LY0710
 LY0710.The orthometric height was determined by differential leveling
 LY0710.and adjusted by the National Geodetic Survey in June 1991..
 LY0710
 LY0710.The geoid height was determined by GEOID03.
 LY0710
 LY0710.The dynamic height is computed by dividing the NAVD 88
 LY0710.geopotential number by the normal gravity value computed on the
 LY0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0710.degrees latitude (g = 980.6199 gals.).
 LY0710
 LY0710.The modeled gravity was interpolated from observed gravity values.
 LY0710
 LY0710;                    North         East    Units  Estimated Accuracy
 LY0710;SPC NJ       -   262,820.      141,990.      MT  (+/- 180 meters Scaled)
 LY0710
 LY0710                          SUPERSEDED SURVEY CONTROL
 LY0710
 LY0710  NGVD 29 (??/??/92)  124.602  (m)          408.80   (f) ADJ UNCH    1 2
 LY0710
 LY0710.Superseded values are not recommended for survey control.
 LY0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0710.See file dsdata.txt to determine how the superseded data were derived.
 LY0710
 LY0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL339611(NAD 83)
 LY0710_MARKER: R = RIVET
 LY0710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0710_SP_SET: WALL
 LY0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0710
 LY0710  HISTORY     - Date     Condition        Report By
 LY0710  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0710  HISTORY     - 1934     GOOD             NGS
 LY0710
 LY0710                          STATION DESCRIPTION
 LY0710
 LY0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0710'1.2 MI S FROM SUSSEX.
 LY0710'1.2 MILES SOUTH ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0710'RAILROAD FROM THE STATION AT SUSSEX, AT MILEAGE 65.39, AT A
 LY0710'SMALL CULVERT, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 LY0710'HEADWALL, 7 FEET EAST OF THE CENTERLINE OF THE TRACK, AND
 LY0710'LEVEL WITH THE TOP OF THE RAIL.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0714 ***********************************************************************
 LY0714  DESIGNATION -  RV 77
 LY0714  PID         -  LY0714
 LY0714  STATE/COUNTY-  NJ/SUSSEX
 LY0714  USGS QUAD   -  HAMBURG (1976)
 LY0714
 LY0714                         *CURRENT SURVEY CONTROL
 LY0714  ___________________________________________________________________
 LY0714* NAD 83(1986)-  41 12 11.     (N)    074 35 59.     (W)     SCALED    
 LY0714* NAVD 88     -       128.016  (meters)     420.00   (feet)  ADJUSTED  
 LY0714  ___________________________________________________________________
 LY0714  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 LY0714  DYNAMIC HT  -         127.963 (meters)     419.83  (feet)  COMP
 LY0714  MODELED GRAV-     980,207.4   (mgal)                       NAVD 88
 LY0714
 LY0714  VERT ORDER  -  FIRST     CLASS II
 LY0714
 LY0714.The horizontal coordinates were scaled from a topographic map and have
 LY0714.an estimated accuracy of +/- 6 seconds.
 LY0714
 LY0714.The orthometric height was determined by differential leveling
 LY0714.and adjusted by the National Geodetic Survey in June 1991..
 LY0714
 LY0714.The geoid height was determined by GEOID03.
 LY0714
 LY0714.The dynamic height is computed by dividing the NAVD 88
 LY0714.geopotential number by the normal gravity value computed on the
 LY0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0714.degrees latitude (g = 980.6199 gals.).
 LY0714
 LY0714.The modeled gravity was interpolated from observed gravity values.
 LY0714
 LY0714;                    North         East    Units  Estimated Accuracy
 LY0714;SPC NJ       -   263,100.      141,640.      MT  (+/- 180 meters Scaled)
 LY0714
 LY0714                          SUPERSEDED SURVEY CONTROL
 LY0714
 LY0714  NGVD 29 (??/??/92)  128.214  (m)          420.65   (f) ADJ UNCH    1 2
 LY0714
 LY0714.Superseded values are not recommended for survey control.
 LY0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0714.See file dsdata.txt to determine how the superseded data were derived.
 LY0714
 LY0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL335613(NAD 83)
 LY0714_MARKER: R = RIVET
 LY0714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0714_SP_SET: WALL
 LY0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0714
 LY0714  HISTORY     - Date     Condition        Report By
 LY0714  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0714  HISTORY     - 1934     GOOD             NGS
 LY0714
 LY0714                          STATION DESCRIPTION
 LY0714
 LY0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0714'0.5 MI S FROM SUSSEX.
 LY0714'1/2 MILE SOUTH ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0714'RAILROAD FROM THE STATION AT SUSSEX, AT BRIDGE 66.13 OVER PINE
 LY0714'ISLAND ROAD, IN THE TOP OF THE SOUTH CONCRETE BACK WALL, 5 FEET
 LY0714'EAST OF THE WEST END, 10 FEET WEST OF THE CENTERLINE OF THE TRACK,
 LY0714'AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 LY0714'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0716 ***********************************************************************
 LY0716  DESIGNATION -  RV 78
 LY0716  PID         -  LY0716
 LY0716  STATE/COUNTY-  NJ/SUSSEX
 LY0716  USGS QUAD   -  HAMBURG (1976)
 LY0716
 LY0716                         *CURRENT SURVEY CONTROL
 LY0716  ___________________________________________________________________
 LY0716* NAD 83(1986)-  41 12 42.     (N)    074 36 08.     (W)     SCALED    
 LY0716* NAVD 88     -       145.011  (meters)     475.76   (feet)  ADJUSTED  
 LY0716  ___________________________________________________________________
 LY0716  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LY0716  DYNAMIC HT  -         144.951 (meters)     475.56  (feet)  COMP
 LY0716  MODELED GRAV-     980,207.5   (mgal)                       NAVD 88
 LY0716
 LY0716  VERT ORDER  -  FIRST     CLASS II
 LY0716
 LY0716.The horizontal coordinates were scaled from a topographic map and have
 LY0716.an estimated accuracy of +/- 6 seconds.
 LY0716
 LY0716.The orthometric height was determined by differential leveling
 LY0716.and adjusted by the National Geodetic Survey in June 1991..
 LY0716
 LY0716.The geoid height was determined by GEOID03.
 LY0716
 LY0716.The dynamic height is computed by dividing the NAVD 88
 LY0716.geopotential number by the normal gravity value computed on the
 LY0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0716.degrees latitude (g = 980.6199 gals.).
 LY0716
 LY0716.The modeled gravity was interpolated from observed gravity values.
 LY0716
 LY0716;                    North         East    Units  Estimated Accuracy
 LY0716;SPC NJ       -   264,060.      141,430.      MT  (+/- 180 meters Scaled)
 LY0716
 LY0716                          SUPERSEDED SURVEY CONTROL
 LY0716
 LY0716  NGVD 29 (??/??/92)  145.207  (m)          476.40   (f) ADJ UNCH    1 2
 LY0716
 LY0716.Superseded values are not recommended for survey control.
 LY0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0716.See file dsdata.txt to determine how the superseded data were derived.
 LY0716
 LY0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL333623(NAD 83)
 LY0716_MARKER: R = RIVET
 LY0716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0716_SP_SET: WALL
 LY0716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0716
 LY0716  HISTORY     - Date     Condition        Report By
 LY0716  HISTORY     - UNK      MONUMENTED       NYSWRR
 LY0716  HISTORY     - 1934     GOOD             NGS
 LY0716  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LY0716
 LY0716                          STATION DESCRIPTION
 LY0716
 LY0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0716'AT SUSSEX.
 LY0716'AT SUSSEX, SUSSEX COUNTY, ABOUT 1,370 FEET NORTH OF THE NEW
 LY0716'YORK, SUSQUEHANNA AND WESTERN RAILROAD STATION, 280 FEET
 LY0716'NORTHEAST OF THE TILE GARAGE OF M.K. WILSON AND SON ON EAST
 LY0716'MAIN STREET, 160 FEET NORTH OF A WATER TANK, 30 FEET WEST OF
 LY0716'THE CENTERLINE OF THE TRACK, IN THE TOP OF A STONE AND CONCRETE
 LY0716'WALL, AND 4 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 LY0716'MONEL-METAL RIVET.
 LY0716
 LY0716                          STATION RECOVERY (1985)
 LY0716
 LY0716'RECOVERY NOTE BY US POWER SQUADRON 1985
 LY0716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0348 ***********************************************************************
 LY0348  DESIGNATION -  RV 79
 LY0348  PID         -  LY0348
 LY0348  STATE/COUNTY-  NJ/BERGEN
 LY0348  USGS QUAD   -  RAMSEY (1995)
 LY0348
 LY0348                         *CURRENT SURVEY CONTROL
 LY0348  ___________________________________________________________________
 LY0348* NAD 83(1986)-  41 06 18.     (N)    074 08 58.     (W)     SCALED    
 LY0348* NAVD 88     -        85.110  (meters)     279.23   (feet)  ADJUSTED  
 LY0348  ___________________________________________________________________
 LY0348  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LY0348  DYNAMIC HT  -          85.075 (meters)     279.12  (feet)  COMP
 LY0348  MODELED GRAV-     980,215.1   (mgal)                       NAVD 88
 LY0348
 LY0348  VERT ORDER  -  SECOND    CLASS 0
 LY0348
 LY0348.The horizontal coordinates were scaled from a topographic map and have
 LY0348.an estimated accuracy of +/- 6 seconds.
 LY0348
 LY0348.The orthometric height was determined by differential leveling
 LY0348.and adjusted by the National Geodetic Survey in June 1991..
 LY0348
 LY0348.The geoid height was determined by GEOID03.
 LY0348
 LY0348.The dynamic height is computed by dividing the NAVD 88
 LY0348.geopotential number by the normal gravity value computed on the
 LY0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0348.degrees latitude (g = 980.6199 gals.).
 LY0348
 LY0348.The modeled gravity was interpolated from observed gravity values.
 LY0348
 LY0348;                    North         East    Units  Estimated Accuracy
 LY0348;SPC NJ       -   252,270.      179,440.      MT  (+/- 180 meters Scaled)
 LY0348
 LY0348                          SUPERSEDED SURVEY CONTROL
 LY0348
 LY0348  NGVD 29 (??/??/92)   85.399  (m)          280.18   (f) ADJ UNCH    2 0
 LY0348
 LY0348.Superseded values are not recommended for survey control.
 LY0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0348.See file dsdata.txt to determine how the superseded data were derived.
 LY0348
 LY0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL714507(NAD 83)
 LY0348_MARKER: R = RIVET
 LY0348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0348_SP_SET: BRIDGE
 LY0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0348
 LY0348  HISTORY     - Date     Condition        Report By
 LY0348  HISTORY     - UNK      MONUMENTED       ERIERR
 LY0348  HISTORY     - 1933     GOOD             NGS
 LY0348  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LY0348
 LY0348                          STATION DESCRIPTION
 LY0348
 LY0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LY0348'0.8 MI N FROM MAHWAH.
 LY0348'0.8 MILE NORTH ALONG THE ERIE LACKAWANNA RAILROAD FROM THE STATION
 LY0348'AT MAHWAH, BERGEN COUNTY, 35 FEET NORTH OF MILEPOST JC 30, AT
 LY0348'BRIDGE NO. 30.01, IN THE TOP OF THE SOUTHEAST WING WALL, 1-1/2 FEET
 LY0348'FROM THE EAST END, 4 YARDS EAST OF THE NORTH-BOUND TRACK, AND ABOUT
 LY0348'6 INCHES LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
 LY0348
 LY0348                          STATION RECOVERY (1985)
 LY0348
 LY0348'RECOVERY NOTE BY US POWER SQUADRON 1985
 LY0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0064 ***********************************************************************
 KV0064  DESIGNATION -  RV 8
 KV0064  PID         -  KV0064
 KV0064  STATE/COUNTY-  NJ/UNION
 KV0064  USGS QUAD   -  ELIZABETH (1995)
 KV0064
 KV0064                         *CURRENT SURVEY CONTROL
 KV0064  ___________________________________________________________________
 KV0064* NAD 83(1986)-  40 39 10.     (N)    074 14 11.     (W)     SCALED    
 KV0064* NAVD 88     -        15.139  (meters)      49.67   (feet)  ADJUSTED  
 KV0064  ___________________________________________________________________
 KV0064  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KV0064  DYNAMIC HT  -          15.133 (meters)      49.65  (feet)  COMP
 KV0064  MODELED GRAV-     980,215.9   (mgal)                       NAVD 88
 KV0064
 KV0064  VERT ORDER  -  FIRST     CLASS II
 KV0064
 KV0064.The horizontal coordinates were scaled from a topographic map and have
 KV0064.an estimated accuracy of +/- 6 seconds.
 KV0064
 KV0064.The orthometric height was determined by differential leveling
 KV0064.and adjusted by the National Geodetic Survey in June 1991..
 KV0064
 KV0064.The geoid height was determined by GEOID03.
 KV0064
 KV0064.The dynamic height is computed by dividing the NAVD 88
 KV0064.geopotential number by the normal gravity value computed on the
 KV0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0064.degrees latitude (g = 980.6199 gals.).
 KV0064
 KV0064.The modeled gravity was interpolated from observed gravity values.
 KV0064
 KV0064;                    North         East    Units  Estimated Accuracy
 KV0064;SPC NJ       -   202,030.      172,290.      MT  (+/- 180 meters Scaled)
 KV0064
 KV0064                          SUPERSEDED SURVEY CONTROL
 KV0064
 KV0064  NGVD 29 (??/??/??)   15.476  (m)           50.77   (f) ADJUSTED    1 2
 KV0064
 KV0064.Superseded values are not recommended for survey control.
 KV0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0064.See file dsdata.txt to determine how the superseded data were derived.
 KV0064
 KV0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL645004(NAD 83)
 KV0064_MARKER: R = RIVET
 KV0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0064_SP_SET: STONE CURB
 KV0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0064
 KV0064  HISTORY     - Date     Condition        Report By
 KV0064  HISTORY     - 1933     MONUMENTED       CGS
 KV0064  HISTORY     - 1965     MARK NOT FOUND   CGS
 KV0064  HISTORY     - 19940608 MARK NOT FOUND   USPSQD
 KV0064  HISTORY     - 20010430 MARK NOT FOUND   USPSQD
 KV0064
 KV0064                          STATION DESCRIPTION
 KV0064
 KV0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0064'AT LINDEN.
 KV0064'AT LINDEN, UNION COUNTY, AT THE SOUTHEAST CORNER OF THE INTERSECTION
 KV0064'OF ST. GEORGE STREET AND PARK AVENUE, 45 FEET SOUTH OF THE CENTERLINE
 KV0064'OF ST. GEORGE STREET, 25 FEET EAST OF THE CENTERLINE OF PARK
 KV0064'AVENUE, AND IN THE TOP OF THE STONE CURB.  A STANDARD MONEL-METAL
 KV0064'RIVET.
 KV0064
 KV0064                          STATION RECOVERY (1994)
 KV0064
 KV0064'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0064'MARK NOT FOUND.
 KV0064
 KV0064                          STATION RECOVERY (2001)
 KV0064
 KV0064'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0349 ***********************************************************************
 LY0349  DESIGNATION -  RV 80
 LY0349  PID         -  LY0349
 LY0349  STATE/COUNTY-  NJ/BERGEN
 LY0349  USGS QUAD   -  RAMSEY (1995)
 LY0349
 LY0349                         *CURRENT SURVEY CONTROL
 LY0349  ___________________________________________________________________
 LY0349* NAD 83(1986)-  41 05 41.     (N)    074 08 49.     (W)     SCALED    
 LY0349* NAVD 88     -        90.197  (meters)     295.92   (feet)  ADJUSTED  
 LY0349  ___________________________________________________________________
 LY0349  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LY0349  DYNAMIC HT  -          90.160 (meters)     295.80  (feet)  COMP
 LY0349  MODELED GRAV-     980,213.3   (mgal)                       NAVD 88
 LY0349
 LY0349  VERT ORDER  -  SECOND    CLASS 0
 LY0349
 LY0349.The horizontal coordinates were scaled from a topographic map and have
 LY0349.an estimated accuracy of +/- 6 seconds.
 LY0349
 LY0349.The orthometric height was determined by differential leveling
 LY0349.and adjusted by the National Geodetic Survey in June 1991..
 LY0349
 LY0349.The geoid height was determined by GEOID03.
 LY0349
 LY0349.The dynamic height is computed by dividing the NAVD 88
 LY0349.geopotential number by the normal gravity value computed on the
 LY0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0349.degrees latitude (g = 980.6199 gals.).
 LY0349
 LY0349.The modeled gravity was interpolated from observed gravity values.
 LY0349
 LY0349;                    North         East    Units  Estimated Accuracy
 LY0349;SPC NJ       -   251,130.      179,660.      MT  (+/- 180 meters Scaled)
 LY0349
 LY0349                          SUPERSEDED SURVEY CONTROL
 LY0349
 LY0349  NGVD 29 (??/??/92)   90.491  (m)          296.89   (f) ADJ UNCH    2 0
 LY0349
 LY0349.Superseded values are not recommended for survey control.
 LY0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0349.See file dsdata.txt to determine how the superseded data were derived.
 LY0349
 LY0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL716496(NAD 83)
 LY0349_MARKER: R = RIVET
 LY0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0349_SP_SET: RETAINING WALL
 LY0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0349+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2005
 LY0349
 LY0349  HISTORY     - Date     Condition        Report By
 LY0349  HISTORY     - UNK      MONUMENTED       ERIERR
 LY0349  HISTORY     - 1933     GOOD             NGS
 LY0349  HISTORY     - 20050928 GOOD             GEOCAC
 LY0349
 LY0349                          STATION DESCRIPTION
 LY0349
 LY0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LY0349'AT MAHWAH.
 LY0349'AT MAHWAH, BERGEN COUNTY, ON THE ERIE LACKAWANNA RAILROAD, 325
 LY0349'FEET NORTH OF THE STATION, AT MILEAGE 29.30, 2 YARDS EAST OF THE
 LY0349'CENTERLINE OF THE NORTH-BOUND MAIN TRACK, AT THE END OF AN IRON
 LY0349'RAILING, IN THE TOP OF THE NORTH END OF A RETAINING WALL, AND
 LY0349'ABOUT 6 INCHES LOWER THAN THE TRACK.  A STANDARD MONEL-METAL
 LY0349'RIVET.
 LY0349
 LY0349                          STATION RECOVERY (2005)
 LY0349
 LY0349'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 LY0349'NOTE, MARK IS APPROX 16 INCHES FROM LY0350 297.76.
 LY0349' 
 LY0349'N 41 05 42.7 W 074 08 48.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0353 ***********************************************************************
 LY0353  DESIGNATION -  RV 81
 LY0353  PID         -  LY0353
 LY0353  STATE/COUNTY-  NJ/BERGEN
 LY0353  USGS QUAD   -  RAMSEY (1995)
 LY0353
 LY0353                         *CURRENT SURVEY CONTROL
 LY0353  ___________________________________________________________________
 LY0353* NAD 83(1986)-  41 05 19.     (N)    074 08 45.     (W)     SCALED    
 LY0353* NAVD 88     -        94.410  (meters)     309.74   (feet)  ADJUSTED  
 LY0353  ___________________________________________________________________
 LY0353  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LY0353  DYNAMIC HT  -          94.371 (meters)     309.62  (feet)  COMP
 LY0353  MODELED GRAV-     980,213.1   (mgal)                       NAVD 88
 LY0353
 LY0353  VERT ORDER  -  SECOND    CLASS 0
 LY0353
 LY0353.The horizontal coordinates were scaled from a topographic map and have
 LY0353.an estimated accuracy of +/- 6 seconds.
 LY0353
 LY0353.The orthometric height was determined by differential leveling
 LY0353.and adjusted by the National Geodetic Survey in June 1991..
 LY0353
 LY0353.The geoid height was determined by GEOID03.
 LY0353
 LY0353.The dynamic height is computed by dividing the NAVD 88
 LY0353.geopotential number by the normal gravity value computed on the
 LY0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0353.degrees latitude (g = 980.6199 gals.).
 LY0353
 LY0353.The modeled gravity was interpolated from observed gravity values.
 LY0353
 LY0353;                    North         East    Units  Estimated Accuracy
 LY0353;SPC NJ       -   250,450.      179,760.      MT  (+/- 180 meters Scaled)
 LY0353
 LY0353                          SUPERSEDED SURVEY CONTROL
 LY0353
 LY0353  NGVD 29 (??/??/92)   94.702  (m)          310.70   (f) ADJ UNCH    2 0
 LY0353
 LY0353.Superseded values are not recommended for survey control.
 LY0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0353.See file dsdata.txt to determine how the superseded data were derived.
 LY0353
 LY0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL717489(NAD 83)
 LY0353_MARKER: R = RIVET
 LY0353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0353_SP_SET: ABUTMENT
 LY0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0353
 LY0353  HISTORY     - Date     Condition        Report By
 LY0353  HISTORY     - UNK      MONUMENTED       ERIERR
 LY0353  HISTORY     - 1933     GOOD             NGS
 LY0353
 LY0353                          STATION DESCRIPTION
 LY0353
 LY0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LY0353'0.4 MI S FROM MAHWAH.
 LY0353'0.4 MILE SOUTH ALONG THE ERIE LACKAWANNA RAILROAD FROM THE
 LY0353'STATION AT MAHWAH, BERGEN COUNTY, AT BRIDGE NO. 28.85, IN THE TOP
 LY0353'OF THE SOUTH END OF THE EAST ABUTMENT, 3 YARDS EAST OF THE
 LY0353'CENTERLINE OF THE NORTH-BOUND TRACK, AND ABOUT 1 FOOT LOWER THAN
 LY0353'THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0354 ***********************************************************************
 LY0354  DESIGNATION -  RV 82
 LY0354  PID         -  LY0354
 LY0354  STATE/COUNTY-  NJ/BERGEN
 LY0354  USGS QUAD   -  RAMSEY (1995)
 LY0354
 LY0354                         *CURRENT SURVEY CONTROL
 LY0354  ___________________________________________________________________
 LY0354* NAD 83(1986)-  41 04 29.     (N)    074 08 44.     (W)     SCALED    
 LY0354* NAVD 88     -       103.397  (meters)     339.23   (feet)  ADJUSTED  
 LY0354  ___________________________________________________________________
 LY0354  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 LY0354  DYNAMIC HT  -         103.354 (meters)     339.09  (feet)  COMP
 LY0354  MODELED GRAV-     980,214.4   (mgal)                       NAVD 88
 LY0354
 LY0354  VERT ORDER  -  SECOND    CLASS 0
 LY0354
 LY0354.The horizontal coordinates were scaled from a topographic map and have
 LY0354.an estimated accuracy of +/- 6 seconds.
 LY0354
 LY0354.The orthometric height was determined by differential leveling
 LY0354.and adjusted by the National Geodetic Survey in June 1991..
 LY0354
 LY0354.The geoid height was determined by GEOID03.
 LY0354
 LY0354.The dynamic height is computed by dividing the NAVD 88
 LY0354.geopotential number by the normal gravity value computed on the
 LY0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0354.degrees latitude (g = 980.6199 gals.).
 LY0354
 LY0354.The modeled gravity was interpolated from observed gravity values.
 LY0354
 LY0354;                    North         East    Units  Estimated Accuracy
 LY0354;SPC NJ       -   248,910.      179,790.      MT  (+/- 180 meters Scaled)
 LY0354
 LY0354                          SUPERSEDED SURVEY CONTROL
 LY0354
 LY0354  NGVD 29 (??/??/92)  103.685  (m)          340.17   (f) ADJ UNCH    2 0
 LY0354
 LY0354.Superseded values are not recommended for survey control.
 LY0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0354.See file dsdata.txt to determine how the superseded data were derived.
 LY0354
 LY0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL717474(NAD 83)
 LY0354_MARKER: R = RIVET
 LY0354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0354_SP_SET: OVERPASS
 LY0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0354
 LY0354  HISTORY     - Date     Condition        Report By
 LY0354  HISTORY     - UNK      MONUMENTED       ERIERR
 LY0354  HISTORY     - 1933     GOOD             NGS
 LY0354
 LY0354                          STATION DESCRIPTION
 LY0354
 LY0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LY0354'1.3 MI N FROM RAMSEY.
 LY0354'1.3 MILES NORTH ALONG THE ERIE LACKAWANNA RAILROAD FROM THE
 LY0354'STATION AT RAMSEY, BERGEN COUNTY, AT HIGHWAY OVERPASS 27.91, IN
 LY0354'THE TOP OF THE SOUTH END OF THE EAST WING WALL, AND 3-1/2 YARDS
 LY0354'EAST OF THE CENTERLINE OF THE NORTH-BOUND TRACK.  A STANDARD
 LY0354'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0355 ***********************************************************************
 LY0355  DESIGNATION -  RV 83
 LY0355  PID         -  LY0355
 LY0355  STATE/COUNTY-  NJ/BERGEN
 LY0355  USGS QUAD   -  RAMSEY (1995)
 LY0355
 LY0355                         *CURRENT SURVEY CONTROL
 LY0355  ___________________________________________________________________
 LY0355* NAD 83(1986)-  41 03 50.     (N)    074 08 41.     (W)     SCALED    
 LY0355* NAVD 88     -       106.781  (meters)     350.33   (feet)  ADJUSTED  
 LY0355  ___________________________________________________________________
 LY0355  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 LY0355  DYNAMIC HT  -         106.738 (meters)     350.19  (feet)  COMP
 LY0355  MODELED GRAV-     980,215.7   (mgal)                       NAVD 88
 LY0355
 LY0355  VERT ORDER  -  SECOND    CLASS 0
 LY0355
 LY0355.The horizontal coordinates were scaled from a topographic map and have
 LY0355.an estimated accuracy of +/- 6 seconds.
 LY0355
 LY0355.The orthometric height was determined by differential leveling
 LY0355.and adjusted by the National Geodetic Survey in June 1991..
 LY0355
 LY0355.The geoid height was determined by GEOID03.
 LY0355
 LY0355.The dynamic height is computed by dividing the NAVD 88
 LY0355.geopotential number by the normal gravity value computed on the
 LY0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0355.degrees latitude (g = 980.6199 gals.).
 LY0355
 LY0355.The modeled gravity was interpolated from observed gravity values.
 LY0355
 LY0355;                    North         East    Units  Estimated Accuracy
 LY0355;SPC NJ       -   247,700.      179,860.      MT  (+/- 180 meters Scaled)
 LY0355
 LY0355                          SUPERSEDED SURVEY CONTROL
 LY0355
 LY0355  NGVD 29 (??/??/92)  107.067  (m)          351.27   (f) ADJ UNCH    2 0
 LY0355
 LY0355.Superseded values are not recommended for survey control.
 LY0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0355.See file dsdata.txt to determine how the superseded data were derived.
 LY0355
 LY0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL718462(NAD 83)
 LY0355_MARKER: R = RIVET
 LY0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0355_SP_SET: SIGNAL BOX BASE
 LY0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0355
 LY0355  HISTORY     - Date     Condition        Report By
 LY0355  HISTORY     - UNK      MONUMENTED       ERIERR
 LY0355  HISTORY     - 1933     GOOD             NGS
 LY0355  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LY0355
 LY0355                          STATION DESCRIPTION
 LY0355
 LY0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LY0355'0.5 MI N FROM RAMSEY.
 LY0355'0.5 MILE NORTH ALONG THE ERIE LACKAWANNA RAILROAD FROM THE
 LY0355'STATION AT RAMSEY, BERGEN COUNTY, AT MILEAGE 27.15, 4 YARDS EAST
 LY0355'OF THE CENTERLINE OF THE NORTH-BOUND TRACK, IN THE TOP OF THE
 LY0355'SOUTHWEST CORNER OF THE CONCRETE BASE OF A SIGNAL BOX, AND ABOUT
 LY0355'1 FOOT LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
 LY0355
 LY0355                          STATION RECOVERY (1985)
 LY0355
 LY0355'RECOVERY NOTE BY US POWER SQUADRON 1985
 LY0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0359 ***********************************************************************
 LY0359  DESIGNATION -  RV 84
 LY0359  PID         -  LY0359
 LY0359  STATE/COUNTY-  NJ/BERGEN
 LY0359  USGS QUAD   -  RAMSEY (1995)
 LY0359
 LY0359                         *CURRENT SURVEY CONTROL
 LY0359  ___________________________________________________________________
 LY0359* NAD 83(1986)-  41 03 17.     (N)    074 08 29.     (W)     SCALED    
 LY0359* NAVD 88     -       102.941  (meters)     337.73   (feet)  ADJUSTED  
 LY0359  ___________________________________________________________________
 LY0359  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 LY0359  DYNAMIC HT  -         102.899 (meters)     337.59  (feet)  COMP
 LY0359  MODELED GRAV-     980,217.0   (mgal)                       NAVD 88
 LY0359
 LY0359  VERT ORDER  -  SECOND    CLASS 0
 LY0359
 LY0359.The horizontal coordinates were scaled from a topographic map and have
 LY0359.an estimated accuracy of +/- 6 seconds.
 LY0359
 LY0359.The orthometric height was determined by differential leveling
 LY0359.and adjusted by the National Geodetic Survey in June 1991..
 LY0359
 LY0359.The geoid height was determined by GEOID03.
 LY0359
 LY0359.The dynamic height is computed by dividing the NAVD 88
 LY0359.geopotential number by the normal gravity value computed on the
 LY0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0359.degrees latitude (g = 980.6199 gals.).
 LY0359
 LY0359.The modeled gravity was interpolated from observed gravity values.
 LY0359
 LY0359;                    North         East    Units  Estimated Accuracy
 LY0359;SPC NJ       -   246,690.      180,140.      MT  (+/- 180 meters Scaled)
 LY0359
 LY0359                          SUPERSEDED SURVEY CONTROL
 LY0359
 LY0359  NGVD 29 (??/??/92)  103.225  (m)          338.66   (f) ADJ UNCH    2 0
 LY0359
 LY0359.Superseded values are not recommended for survey control.
 LY0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0359.See file dsdata.txt to determine how the superseded data were derived.
 LY0359
 LY0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL721451(NAD 83)
 LY0359_MARKER: R = RIVET
 LY0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0359_SP_SET: SWITCH BOX BASE
 LY0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0359
 LY0359  HISTORY     - Date     Condition        Report By
 LY0359  HISTORY     - UNK      MONUMENTED       ERIERR
 LY0359  HISTORY     - 1933     GOOD             NGS
 LY0359  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LY0359
 LY0359                          STATION DESCRIPTION
 LY0359
 LY0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LY0359'0.1 MI S FROM RAMSEY.
 LY0359'0.1 MILE SOUTH ALONG THE ERIE LACKAWANNA RAILROAD FROM THE STATION
 LY0359'AT RAMSEY, BERGEN COUNTY, AT MILEAGE 26.40, 150 FEET SOUTH OF
 LY0359'A TWO-STORY RAILROAD BUILDING, 3 YARDS EAST OF THE CENTERLINE
 LY0359'OF THE NORTH-BOUND TRACK, IN THE TOP OF THE SOUTHWEST CORNER OF THE
 LY0359'CONCRETE BASE OF A SWITCH BOX, AND ABOUT 6 INCHES LOWER THAN THE
 LY0359'TRACK.  A STANDARD MONEL-METAL RIVET.
 LY0359
 LY0359                          STATION RECOVERY (1985)
 LY0359
 LY0359'RECOVERY NOTE BY US POWER SQUADRON 1985
 LY0359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0360 ***********************************************************************
 LY0360  DESIGNATION -  RV 85
 LY0360  PID         -  LY0360
 LY0360  STATE/COUNTY-  NJ/BERGEN
 LY0360  USGS QUAD   -  RAMSEY (1995)
 LY0360
 LY0360                         *CURRENT SURVEY CONTROL
 LY0360  ___________________________________________________________________
 LY0360* NAD 83(1986)-  41 02 26.     (N)    074 08 13.     (W)     SCALED    
 LY0360* NAVD 88     -        98.795  (meters)     324.13   (feet)  ADJUSTED  
 LY0360  ___________________________________________________________________
 LY0360  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LY0360  DYNAMIC HT  -          98.755 (meters)     324.00  (feet)  COMP
 LY0360  MODELED GRAV-     980,218.8   (mgal)                       NAVD 88
 LY0360
 LY0360  VERT ORDER  -  SECOND    CLASS 0
 LY0360
 LY0360.The horizontal coordinates were scaled from a topographic map and have
 LY0360.an estimated accuracy of +/- 6 seconds.
 LY0360
 LY0360.The orthometric height was determined by differential leveling
 LY0360.and adjusted by the National Geodetic Survey in June 1991..
 LY0360
 LY0360.The geoid height was determined by GEOID03.
 LY0360
 LY0360.The dynamic height is computed by dividing the NAVD 88
 LY0360.geopotential number by the normal gravity value computed on the
 LY0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0360.degrees latitude (g = 980.6199 gals.).
 LY0360
 LY0360.The modeled gravity was interpolated from observed gravity values.
 LY0360
 LY0360;                    North         East    Units  Estimated Accuracy
 LY0360;SPC NJ       -   245,110.      180,520.      MT  (+/- 180 meters Scaled)
 LY0360
 LY0360                          SUPERSEDED SURVEY CONTROL
 LY0360
 LY0360  NGVD 29 (??/??/92)   99.082  (m)          325.07   (f) ADJ UNCH    2 0
 LY0360
 LY0360.Superseded values are not recommended for survey control.
 LY0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0360.See file dsdata.txt to determine how the superseded data were derived.
 LY0360
 LY0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL725436(NAD 83)
 LY0360_MARKER: R = RIVET
 LY0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0360_SP_SET: BRIDGE
 LY0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0360
 LY0360  HISTORY     - Date     Condition        Report By
 LY0360  HISTORY     - UNK      MONUMENTED       ERIERR
 LY0360  HISTORY     - 1964     GOOD             NGS
 LY0360
 LY0360                          STATION DESCRIPTION
 LY0360
 LY0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 LY0360'0.8 MI N FROM ALLENDALE.
 LY0360'0.8 MILE NORTH ALONG THE ERIE LACKAWANNA RAILROAD FROM THE
 LY0360'STATION AT ALLENDALE, BERGEN COUNTY, AT BRIDGE NO. 25.44, IN THE
 LY0360'NORTH END OF THE EAST PARAPET WALL, 3 YARDS EAST OF THE CENTERLINE
 LY0360'OF THE NORTH-BOUND TRACK, AND ABOUT 3 INCHES LOWER THAN THE TRACK.
 LY0360'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0361 ***********************************************************************
 LY0361  DESIGNATION -  RV 86
 LY0361  PID         -  LY0361
 LY0361  STATE/COUNTY-  NJ/BERGEN
 LY0361  USGS QUAD   -  RAMSEY (1995)
 LY0361
 LY0361                         *CURRENT SURVEY CONTROL
 LY0361  ___________________________________________________________________
 LY0361* NAD 83(1986)-  41 02 06.     (N)    074 08 06.     (W)     SCALED    
 LY0361* NAVD 88     -        92.973  (meters)     305.03   (feet)  ADJUSTED  
 LY0361  ___________________________________________________________________
 LY0361  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LY0361  DYNAMIC HT  -          92.935 (meters)     304.90  (feet)  COMP
 LY0361  MODELED GRAV-     980,219.4   (mgal)                       NAVD 88
 LY0361
 LY0361  VERT ORDER  -  SECOND    CLASS 0
 LY0361
 LY0361.The horizontal coordinates were scaled from a topographic map and have
 LY0361.an estimated accuracy of +/- 6 seconds.
 LY0361
 LY0361.The orthometric height was determined by differential leveling
 LY0361.and adjusted by the National Geodetic Survey in June 1991..
 LY0361
 LY0361.The geoid height was determined by GEOID03.
 LY0361
 LY0361.The dynamic height is computed by dividing the NAVD 88
 LY0361.geopotential number by the normal gravity value computed on the
 LY0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0361.degrees latitude (g = 980.6199 gals.).
 LY0361
 LY0361.The modeled gravity was interpolated from observed gravity values.
 LY0361
 LY0361;                    North         East    Units  Estimated Accuracy
 LY0361;SPC NJ       -   244,500.      180,690.      MT  (+/- 180 meters Scaled)
 LY0361
 LY0361                          SUPERSEDED SURVEY CONTROL
 LY0361
 LY0361  NGVD 29 (??/??/92)   93.262  (m)          305.98   (f) ADJ UNCH    2 0
 LY0361
 LY0361.Superseded values are not recommended for survey control.
 LY0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0361.See file dsdata.txt to determine how the superseded data were derived.
 LY0361
 LY0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL727430(NAD 83)
 LY0361_MARKER: R = RIVET
 LY0361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0361_SP_SET: TOWER BASE
 LY0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0361
 LY0361  HISTORY     - Date     Condition        Report By
 LY0361  HISTORY     - UNK      MONUMENTED       ERIERR
 LY0361  HISTORY     - 1964     GOOD             NGS
 LY0361
 LY0361                          STATION DESCRIPTION
 LY0361
 LY0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 LY0361'0.4 MI N FROM ALLENDALE.
 LY0361'0.4 MILE NORTH ALONG THE ERIE LACKAWANNA RAILROAD FROM THE
 LY0361'STATION AT ALLENDALE, BERGEN COUNTY, 190 FEET NORTH OF MILEPOST
 LY0361'JC 25, 210 FEET NORTH OF THE CRESCENT AVENUE CROSSING, 3-1/2
 LY0361'YARDS WEST OF THE CENTERLINE OF THE SOUTH-BOUND TRACK, IN THE
 LY0361'TOP OF THE CONCRETE BASE OF AN ABANDONED SIGNAL TOWER, AND
 LY0361'1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0364 ***********************************************************************
 LY0364  DESIGNATION -  RV 88
 LY0364  PID         -  LY0364
 LY0364  STATE/COUNTY-  NJ/BERGEN
 LY0364  USGS QUAD   -  RAMSEY (1995)
 LY0364
 LY0364                         *CURRENT SURVEY CONTROL
 LY0364  ___________________________________________________________________
 LY0364* NAD 83(1986)-  41 01 12.     (N)    074 07 30.     (W)     SCALED    
 LY0364* NAVD 88     -        79.163  (meters)     259.72   (feet)  ADJUSTED  
 LY0364  ___________________________________________________________________
 LY0364  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LY0364  DYNAMIC HT  -          79.131 (meters)     259.62  (feet)  COMP
 LY0364  MODELED GRAV-     980,221.8   (mgal)                       NAVD 88
 LY0364
 LY0364  VERT ORDER  -  SECOND    CLASS 0
 LY0364
 LY0364.The horizontal coordinates were scaled from a topographic map and have
 LY0364.an estimated accuracy of +/- 6 seconds.
 LY0364
 LY0364.The orthometric height was determined by differential leveling
 LY0364.and adjusted by the National Geodetic Survey in June 1991..
 LY0364
 LY0364.The geoid height was determined by GEOID03.
 LY0364
 LY0364.The dynamic height is computed by dividing the NAVD 88
 LY0364.geopotential number by the normal gravity value computed on the
 LY0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0364.degrees latitude (g = 980.6199 gals.).
 LY0364
 LY0364.The modeled gravity was interpolated from observed gravity values.
 LY0364
 LY0364;                    North         East    Units  Estimated Accuracy
 LY0364;SPC NJ       -   242,840.      181,540.      MT  (+/- 180 meters Scaled)
 LY0364
 LY0364                          SUPERSEDED SURVEY CONTROL
 LY0364
 LY0364  NGVD 29 (??/??/92)   79.466  (m)          260.71   (f) ADJ UNCH    2 0
 LY0364
 LY0364.Superseded values are not recommended for survey control.
 LY0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0364.See file dsdata.txt to determine how the superseded data were derived.
 LY0364
 LY0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL735413(NAD 83)
 LY0364_MARKER: R = RIVET
 LY0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0364_SP_SET: SIGNAL BOX BASE
 LY0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0364
 LY0364  HISTORY     - Date     Condition        Report By
 LY0364  HISTORY     - UNK      MONUMENTED       ERIERR
 LY0364  HISTORY     - 1933     GOOD             NGS
 LY0364
 LY0364                          STATION DESCRIPTION
 LY0364
 LY0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LY0364'0.7 MI N FROM WALDWICK.
 LY0364'0.7 MILE NORTH ALONG THE ERIE LACKAWANNA RAILROAD FROM THE
 LY0364'STATION AT WALDWICK, BERGEN COUNTY, 150 FEET SOUTH OF A
 LY0364'DIRT-ROAD CROSSING, 60 FEET NORTH OF MILEPOST JC 24, 8 YARDS
 LY0364'EAST OF THE NORTHBOUND TRACK, IN THE TOP OF THE SOUTHWEST
 LY0364'CORNER OF THE CONCRETE BASE OF A SIGNAL BOX, AND ABOUT 6 INCHES
 LY0364'HIGHER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0365 ***********************************************************************
 LY0365  DESIGNATION -  RV 89
 LY0365  PID         -  LY0365
 LY0365  STATE/COUNTY-  NJ/BERGEN
 LY0365  USGS QUAD   -  PARK RIDGE (1995)
 LY0365
 LY0365                         *CURRENT SURVEY CONTROL
 LY0365  ___________________________________________________________________
 LY0365* NAD 83(1986)-  41 00 50.     (N)    074 07 26.     (W)     SCALED    
 LY0365* NAVD 88     -        71.719  (meters)     235.30   (feet)  ADJUSTED  
 LY0365  ___________________________________________________________________
 LY0365  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LY0365  DYNAMIC HT  -          71.690 (meters)     235.20  (feet)  COMP
 LY0365  MODELED GRAV-     980,222.1   (mgal)                       NAVD 88
 LY0365
 LY0365  VERT ORDER  -  SECOND    CLASS 0
 LY0365
 LY0365.The horizontal coordinates were scaled from a topographic map and have
 LY0365.an estimated accuracy of +/- 6 seconds.
 LY0365
 LY0365.The orthometric height was determined by differential leveling
 LY0365.and adjusted by the National Geodetic Survey in June 1991..
 LY0365
 LY0365.The geoid height was determined by GEOID03.
 LY0365
 LY0365.The dynamic height is computed by dividing the NAVD 88
 LY0365.geopotential number by the normal gravity value computed on the
 LY0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0365.degrees latitude (g = 980.6199 gals.).
 LY0365
 LY0365.The modeled gravity was interpolated from observed gravity values.
 LY0365
 LY0365;                    North         East    Units  Estimated Accuracy
 LY0365;SPC NJ       -   242,160.      181,630.      MT  (+/- 180 meters Scaled)
 LY0365
 LY0365                          SUPERSEDED SURVEY CONTROL
 LY0365
 LY0365  NGVD 29 (??/??/92)   72.020  (m)          236.29   (f) ADJ UNCH    2 0
 LY0365
 LY0365.Superseded values are not recommended for survey control.
 LY0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0365.See file dsdata.txt to determine how the superseded data were derived.
 LY0365
 LY0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL736406(NAD 83)
 LY0365_MARKER: R = RIVET
 LY0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0365_SP_SET: TOWER BASE
 LY0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0365
 LY0365  HISTORY     - Date     Condition        Report By
 LY0365  HISTORY     - UNK      MONUMENTED       ERIERR
 LY0365  HISTORY     - 1942     MARK NOT FOUND   NGS
 LY0365
 LY0365                          STATION DESCRIPTION
 LY0365
 LY0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0365'AT WALDWICK.
 LY0365'AT WALDWICK, BERGEN COUNTY, ON THE ERIE LACKAWANNA RAILROAD, 400
 LY0365'FT. NORTH OF THE STATION, AT MILEAGE 23.40, 3 YARDS EAST OF
 LY0365'THE EAST MAIN TRACK, IN THE TOP OF THE SOUTHWEST CORNER OF THE
 LY0365'CONCRETE BASE OF A SIGNAL TOWER, AND ABOUT 6 INCHES LOWER THAN
 LY0365'THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0074 ***********************************************************************
 KV0074  DESIGNATION -  RV 9
 KV0074  PID         -  KV0074
 KV0074  STATE/COUNTY-  NJ/UNION
 KV0074  USGS QUAD   -  ELIZABETH (1995)
 KV0074
 KV0074                         *CURRENT SURVEY CONTROL
 KV0074  ___________________________________________________________________
 KV0074* NAD 83(1986)-  40 40 32.     (N)    074 12 47.     (W)     SCALED    
 KV0074* NAVD 88     -         7.887  (meters)      25.88   (feet)  ADJUSTED  
 KV0074  ___________________________________________________________________
 KV0074  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV0074  DYNAMIC HT  -           7.884 (meters)      25.87  (feet)  COMP
 KV0074  MODELED GRAV-     980,217.6   (mgal)                       NAVD 88
 KV0074
 KV0074  VERT ORDER  -  FIRST     CLASS I
 KV0074
 KV0074.The horizontal coordinates were scaled from a topographic map and have
 KV0074.an estimated accuracy of +/- 6 seconds.
 KV0074
 KV0074.The orthometric height was determined by differential leveling
 KV0074.and adjusted by the National Geodetic Survey in June 1991..
 KV0074
 KV0074.The geoid height was determined by GEOID03.
 KV0074
 KV0074.The dynamic height is computed by dividing the NAVD 88
 KV0074.geopotential number by the normal gravity value computed on the
 KV0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0074.degrees latitude (g = 980.6199 gals.).
 KV0074
 KV0074.The modeled gravity was interpolated from observed gravity values.
 KV0074
 KV0074;                    North         East    Units  Estimated Accuracy
 KV0074;SPC NJ       -   204,560.      174,260.      MT  (+/- 180 meters Scaled)
 KV0074
 KV0074                          SUPERSEDED SURVEY CONTROL
 KV0074
 KV0074  NGVD 29 (04/16/92)    8.221  (m)           26.97   (f) ADJUSTED    1 1
 KV0074
 KV0074.Superseded values are not recommended for survey control.
 KV0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0074.See file dsdata.txt to determine how the superseded data were derived.
 KV0074
 KV0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL665030(NAD 83)
 KV0074_MARKER: R = RIVET
 KV0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0074_SP_SET: CURB
 KV0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0074
 KV0074  HISTORY     - Date     Condition        Report By
 KV0074  HISTORY     - 1933     MONUMENTED       RBNF
 KV0074  HISTORY     - 1965     GOOD             CGS
 KV0074  HISTORY     - 1976     GOOD             NGS
 KV0074  HISTORY     - 1982     GOOD             NJGS
 KV0074  HISTORY     - 19940524 GOOD             USPSQD
 KV0074
 KV0074                          STATION DESCRIPTION
 KV0074
 KV0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0074'AT ELIZABETH.
 KV0074'AT ELIZABETH, NEAR THE WYE JUNCTION OF NORTH BROAD STREET AND
 KV0074'NEWARK AVENUE, SET IN THE TOP OF THE SOUTHEAST STONE CURB OF
 KV0074'NEWARK AVENUE, 60 FEET SOUTHWEST OF A STEEL POLE SUPPORTING A
 KV0074'TRAFFIC SIGNAL FOR NEWARK AVENUE, 25.8 FEET NORTHEAST OF A METAL
 KV0074'POST SUPPORTING A STREET SIGN AND ABOUT LEVEL WITH SIDEWALK.
 KV0074
 KV0074                          STATION RECOVERY (1976)
 KV0074
 KV0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KV0074'RECOVERED IN GOOD CONDITION.
 KV0074
 KV0074                          STATION RECOVERY (1982)
 KV0074
 KV0074'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1982
 KV0074'21.0 FEET NORTHEAST TRAFFIC SIGNAL, 64.4 FEET NORTHWEST OF NORTHWEST
 KV0074'OF CAMBRIDGE MANOR APARTMENT BUILDING (539), 77.4 FEET NORTH OF FIRE
 KV0074'HYDRANT ON EAST CURB OF NORTH BROAD ST.
 KV0074
 KV0074                          STATION RECOVERY (1994)
 KV0074
 KV0074'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0367 ***********************************************************************
 LY0367  DESIGNATION -  RV 90
 LY0367  PID         -  LY0367
 LY0367  STATE/COUNTY-  NJ/BERGEN
 LY0367  USGS QUAD   -  PARK RIDGE (1995)
 LY0367
 LY0367                         *CURRENT SURVEY CONTROL
 LY0367  ___________________________________________________________________
 LY0367* NAD 83(1986)-  41 00 22.     (N)    074 07 06.     (W)     SCALED    
 LY0367* NAVD 88     -        64.924  (meters)     213.00   (feet)  POSTED    
 LY0367  ___________________________________________________________________
 LY0367  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LY0367  DYNAMIC HT  -          64.900 (meters)     212.93  (feet)  COMP
 LY0367  MODELED GRAV-     980,223.4   (mgal)                       NAVD 88
 LY0367
 LY0367  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 LY0367
 LY0367.The horizontal coordinates were scaled from a topographic map and have
 LY0367.an estimated accuracy of +/- 6 seconds.
 LY0367
 LY0367.The orthometric height was determined by differential leveling
 LY0367.and adjusted by the National Geodetic Survey in 1992..
 LY0367.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 LY0367.rate greater than 8.0 mm/km.
 LY0367
 LY0367.The geoid height was determined by GEOID03.
 LY0367
 LY0367.The dynamic height is computed by dividing the NAVD 88
 LY0367.geopotential number by the normal gravity value computed on the
 LY0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0367.degrees latitude (g = 980.6199 gals.).
 LY0367
 LY0367.The modeled gravity was interpolated from observed gravity values.
 LY0367
 LY0367;                    North         East    Units  Estimated Accuracy
 LY0367;SPC NJ       -   241,300.      182,110.      MT  (+/- 180 meters Scaled)
 LY0367
 LY0367                          SUPERSEDED SURVEY CONTROL
 LY0367
 LY0367  NGVD 29 (??/??/92)   65.220  (m)          213.98   (f) ADJ UNCH    2 0
 LY0367
 LY0367.Superseded values are not recommended for survey control.
 LY0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0367.See file dsdata.txt to determine how the superseded data were derived.
 LY0367
 LY0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL741398(NAD 83)
 LY0367_MARKER: R = RIVET
 LY0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0367_SP_SET: SIGNAL BASE
 LY0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0367
 LY0367  HISTORY     - Date     Condition        Report By
 LY0367  HISTORY     - UNK      MONUMENTED       ERIERR
 LY0367  HISTORY     - 1942     MARK NOT FOUND   NGS
 LY0367
 LY0367                          STATION DESCRIPTION
 LY0367
 LY0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0367'0.5 MI S FROM WALDWICK.
 LY0367'0.5 MILE SOUTH ALONG THE ERIE LACKAWANNA RAILROAD FROM THE
 LY0367'STATION AT WALDWICK, BERGEN COUNTY, 0.2 MILE SOUTH OF MILEPOST
 LY0367'JC 23, 7 YARDS WEST OF THE SOUTH-BOUND TRACK, IN THE TOP OF THE
 LY0367'SOUTHWEST CORNER OF SIGNAL BASE 22.33, AND ABOUT 2-1/2 FEET
 LY0367'LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2978 ***********************************************************************
 KV2978  DESIGNATION -  RV 91
 KV2978  PID         -  KV2978
 KV2978  STATE/COUNTY-  NJ/BERGEN
 KV2978  USGS QUAD   -  HACKENSACK (1997)
 KV2978
 KV2978                         *CURRENT SURVEY CONTROL
 KV2978  ___________________________________________________________________
 KV2978* NAD 83(1986)-  40 59 54.     (N)    074 06 51.     (W)     SCALED    
 KV2978* NAVD 88     -        56.532  (meters)     185.47   (feet)  ADJUSTED  
 KV2978  ___________________________________________________________________
 KV2978  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KV2978  DYNAMIC HT  -          56.510 (meters)     185.40  (feet)  COMP
 KV2978  MODELED GRAV-     980,225.0   (mgal)                       NAVD 88
 KV2978
 KV2978  VERT ORDER  -  SECOND    CLASS 0
 KV2978
 KV2978.The horizontal coordinates were scaled from a topographic map and have
 KV2978.an estimated accuracy of +/- 6 seconds.
 KV2978
 KV2978.The orthometric height was determined by differential leveling
 KV2978.and adjusted by the National Geodetic Survey in June 1991..
 KV2978
 KV2978.The geoid height was determined by GEOID03.
 KV2978
 KV2978.The dynamic height is computed by dividing the NAVD 88
 KV2978.geopotential number by the normal gravity value computed on the
 KV2978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2978.degrees latitude (g = 980.6199 gals.).
 KV2978
 KV2978.The modeled gravity was interpolated from observed gravity values.
 KV2978
 KV2978;                    North         East    Units  Estimated Accuracy
 KV2978;SPC NJ       -   240,430.      182,460.      MT  (+/- 180 meters Scaled)
 KV2978
 KV2978                          SUPERSEDED SURVEY CONTROL
 KV2978
 KV2978  NGVD 29 (??/??/??)   56.820  (m)          186.42   (f) ADJUSTED    2 0
 KV2978
 KV2978.Superseded values are not recommended for survey control.
 KV2978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2978.See file dsdata.txt to determine how the superseded data were derived.
 KV2978
 KV2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL745389(NAD 83)
 KV2978_MARKER: R = RIVET
 KV2978_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2978_SP_SET: TOWER BASE
 KV2978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2978
 KV2978  HISTORY     - Date     Condition        Report By
 KV2978  HISTORY     - UNK      MONUMENTED       ERIERR
 KV2978  HISTORY     - 1933     GOOD             NGS
 KV2978
 KV2978                          STATION DESCRIPTION
 KV2978
 KV2978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KV2978'AT HOHOKUS.
 KV2978'AT HOHOKUS, BERGEN COUNTY, ON THE ERIE LACKAWANNA RAILROAD,
 KV2978'300 FEET NORTH OF THE STATION, ON THE NORTH SIDE OF THE
 KV2978'CROSSING OF HOLLYWOOD ROAD, 12 FEET WEST OF A CROSSING-STOP
 KV2978'SIGNAL, 8 FEET SOUTH OF SIGNAL TOWER 22.11, 3 YARDS EAST OF
 KV2978'THE CENTERLINE OF THE NORTH-BOUND TRACK, AND IN THE CENTER OF THE
 KV2978'TOP OF THE CONCRETE BASE OF AN ABANDONED SIGNAL TOWER.  A
 KV2978'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0515 ***********************************************************************
 KV0515  DESIGNATION -  RV 92
 KV0515  PID         -  KV0515
 KV0515  STATE/COUNTY-  NJ/BERGEN
 KV0515  USGS QUAD   -  HACKENSACK (1997)
 KV0515
 KV0515                         *CURRENT SURVEY CONTROL
 KV0515  ___________________________________________________________________
 KV0515* NAD 83(1986)-  40 59 23.     (N)    074 06 55.     (W)     SCALED    
 KV0515* NAVD 88     -        48.145  (meters)     157.96   (feet)  ADJUSTED  
 KV0515  ___________________________________________________________________
 KV0515  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KV0515  DYNAMIC HT  -          48.126 (meters)     157.89  (feet)  COMP
 KV0515  MODELED GRAV-     980,225.0   (mgal)                       NAVD 88
 KV0515
 KV0515  VERT ORDER  -  SECOND    CLASS 0
 KV0515
 KV0515.The horizontal coordinates were scaled from a topographic map and have
 KV0515.an estimated accuracy of +/- 6 seconds.
 KV0515
 KV0515.The orthometric height was determined by differential leveling
 KV0515.and adjusted by the National Geodetic Survey in June 1991..
 KV0515
 KV0515.The geoid height was determined by GEOID03.
 KV0515
 KV0515.The dynamic height is computed by dividing the NAVD 88
 KV0515.geopotential number by the normal gravity value computed on the
 KV0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0515.degrees latitude (g = 980.6199 gals.).
 KV0515
 KV0515.The modeled gravity was interpolated from observed gravity values.
 KV0515
 KV0515;                    North         East    Units  Estimated Accuracy
 KV0515;SPC NJ       -   239,480.      182,370.      MT  (+/- 180 meters Scaled)
 KV0515
 KV0515                          SUPERSEDED SURVEY CONTROL
 KV0515
 KV0515  NGVD 29 (??/??/??)   48.431  (m)          158.89   (f) ADJUSTED    2 0
 KV0515
 KV0515.Superseded values are not recommended for survey control.
 KV0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0515.See file dsdata.txt to determine how the superseded data were derived.
 KV0515
 KV0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL744379(NAD 83)
 KV0515_MARKER: R = RIVET
 KV0515_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KV0515_SP_SET: BRIDGE WINGWALL
 KV0515_MARK LOGO: NONE  
 KV0515_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0515+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1992
 KV0515
 KV0515  HISTORY     - Date     Condition        Report By
 KV0515  HISTORY     - 1933     MONUMENTED       ELRR
 KV0515  HISTORY     - 1933     GOOD             CGS
 KV0515  HISTORY     - 19920226 GOOD             NJGS
 KV0515  HISTORY     - 20060625 MARK NOT FOUND   GEOCAC
 KV0515
 KV0515                          STATION DESCRIPTION
 KV0515
 KV0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KV0515'0.7 MI N FROM RIDGEWOOD.
 KV0515'0.7 MILE NORTH ALONG THE ERIE LACKAWANNA RAILROAD FROM THE
 KV0515'STATION AT RIDGEWOOD, BERGEN COUNTY, AT BRIDGE NO. 21.60 OVER AN
 KV0515'ASPHALT HIGHWAY, IN THE CENTER OF THE TOP SHELF OF THE SOUTHEAST
 KV0515'WINGWALL, 2 YARDS EAST OF THE CENTERLINE OF THE NORTH-BOUND
 KV0515'TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  NOTE-- THE
 KV0515'DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE
 KV0515'LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE
 KV0515'LACKAWANNA RAILROAD.
 KV0515
 KV0515                          STATION RECOVERY (1992)
 KV0515
 KV0515'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KV0515'RECOVERED AS DESCRIBED.
 KV0515
 KV0515                          STATION RECOVERY (2006)
 KV0515
 KV0515'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0515'THERE HAS BEEN CONSIDERABLE WORK DONE ON THIS RAIL LINE.  THE TRACK
 KV0515'HAS BEEN RAISED SEVERAL FEET.  THE TOP SHELF OF THE SOUTHEAST WINGWALL
 KV0515'HAS A CONSTRUCTION OF WIRE AND ROCK ATOP IT.  RIVET COULD NOT BE
 KV0515'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0520 ***********************************************************************
 KV0520  DESIGNATION -  RV 93 ELRR
 KV0520  PID         -  KV0520
 KV0520  STATE/COUNTY-  NJ/BERGEN
 KV0520  USGS QUAD   -  HACKENSACK (1997)
 KV0520
 KV0520                         *CURRENT SURVEY CONTROL
 KV0520  ___________________________________________________________________
 KV0520* NAD 83(1986)-  40 58 44.     (N)    074 07 06.     (W)     SCALED    
 KV0520* NAVD 88     -        42.592  (meters)     139.74   (feet)  ADJUSTED  
 KV0520  ___________________________________________________________________
 KV0520  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KV0520  DYNAMIC HT  -          42.575 (meters)     139.68  (feet)  COMP
 KV0520  MODELED GRAV-     980,225.0   (mgal)                       NAVD 88
 KV0520
 KV0520  VERT ORDER  -  SECOND    CLASS 0
 KV0520
 KV0520.The horizontal coordinates were scaled from a topographic map and have
 KV0520.an estimated accuracy of +/- 6 seconds.
 KV0520
 KV0520.The orthometric height was determined by differential leveling
 KV0520.and adjusted by the National Geodetic Survey in June 1991..
 KV0520
 KV0520.The geoid height was determined by GEOID03.
 KV0520
 KV0520.The dynamic height is computed by dividing the NAVD 88
 KV0520.geopotential number by the normal gravity value computed on the
 KV0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0520.degrees latitude (g = 980.6199 gals.).
 KV0520
 KV0520.The modeled gravity was interpolated from observed gravity values.
 KV0520
 KV0520;                    North         East    Units  Estimated Accuracy
 KV0520;SPC NJ       -   238,270.      182,120.      MT  (+/- 180 meters Scaled)
 KV0520
 KV0520                          SUPERSEDED SURVEY CONTROL
 KV0520
 KV0520  NGVD 29 (??/??/??)   42.878  (m)          140.68   (f) ADJUSTED    2 0
 KV0520
 KV0520.Superseded values are not recommended for survey control.
 KV0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0520.See file dsdata.txt to determine how the superseded data were derived.
 KV0520
 KV0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL741367(NAD 83)
 KV0520_MARKER: R = RIVET
 KV0520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0520_SP_SET: CONC ROOF
 KV0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0520
 KV0520  HISTORY     - Date     Condition        Report By
 KV0520  HISTORY     - 1933     MONUMENTED       ELRR
 KV0520  HISTORY     - 1933     GOOD             CGS
 KV0520  HISTORY     - 20060625 GOOD             GEOCAC
 KV0520
 KV0520                          STATION DESCRIPTION
 KV0520
 KV0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KV0520'AT RIDGEWOOD.
 KV0520'AT RIDGEWOOD, BERGEN COUNTY, AT THE ERIE LACKAWANNA RAILROAD
 KV0520'STATION, 3 YARDS WEST OF THE WEST NORTH-BOUND TRACK, AND IN THE
 KV0520'TOP OF THE SOUTHEAST CORNER OF THE CONCRETE ROOF OVER THE STEPS
 KV0520'TO THE CENTER TRACKS.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN
 KV0520'RAILWAY IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD
 KV0520'IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV0520
 KV0520                          STATION RECOVERY (2006)
 KV0520
 KV0520'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0520'FOUND BY DESCRIPTION.  THE ROOF OVER THE STAIRWELL HAS HAD SOME NEW
 KV0520'CONSTRUCTION IN THE PAST, WHICH DOES NOT AFFECT THE RIVET.  THE ACTUAL
 KV0520'COORDINATES OF THE MARK ARE N 40 58 47.3 W 74 07 15.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0522 ***********************************************************************
 KV0522  DESIGNATION -  RV 94
 KV0522  PID         -  KV0522
 KV0522  STATE/COUNTY-  NJ/BERGEN
 KV0522  USGS QUAD   -  PATERSON (1995)
 KV0522
 KV0522                         *CURRENT SURVEY CONTROL
 KV0522  ___________________________________________________________________
 KV0522* NAD 83(1986)-  40 58 11.     (N)    074 07 34.     (W)     SCALED    
 KV0522* NAVD 88     -        33.626  (meters)     110.32   (feet)  ADJUSTED  
 KV0522  ___________________________________________________________________
 KV0522  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KV0522  DYNAMIC HT  -          33.612 (meters)     110.28  (feet)  COMP
 KV0522  MODELED GRAV-     980,223.9   (mgal)                       NAVD 88
 KV0522
 KV0522  VERT ORDER  -  SECOND    CLASS 0
 KV0522
 KV0522.The horizontal coordinates were scaled from a topographic map and have
 KV0522.an estimated accuracy of +/- 6 seconds.
 KV0522
 KV0522.The orthometric height was determined by differential leveling
 KV0522.and adjusted by the National Geodetic Survey in June 1991..
 KV0522
 KV0522.The geoid height was determined by GEOID03.
 KV0522
 KV0522.The dynamic height is computed by dividing the NAVD 88
 KV0522.geopotential number by the normal gravity value computed on the
 KV0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0522.degrees latitude (g = 980.6199 gals.).
 KV0522
 KV0522.The modeled gravity was interpolated from observed gravity values.
 KV0522
 KV0522;                    North         East    Units  Estimated Accuracy
 KV0522;SPC NJ       -   237,250.      181,470.      MT  (+/- 180 meters Scaled)
 KV0522
 KV0522                          SUPERSEDED SURVEY CONTROL
 KV0522
 KV0522  NGVD 29 (??/??/??)   33.914  (m)          111.27   (f) ADJUSTED    2 0
 KV0522
 KV0522.Superseded values are not recommended for survey control.
 KV0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0522.See file dsdata.txt to determine how the superseded data were derived.
 KV0522
 KV0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL735357(NAD 83)
 KV0522_MARKER: R = RIVET
 KV0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0522_SP_SET: TOWER BASE
 KV0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0522
 KV0522  HISTORY     - Date     Condition        Report By
 KV0522  HISTORY     - 1933     MONUMENTED       ELRR
 KV0522  HISTORY     - 1933     GOOD             CGS
 KV0522  HISTORY     - 19920226 MARK NOT FOUND   NJGS
 KV0522
 KV0522                          STATION DESCRIPTION
 KV0522
 KV0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KV0522'0.9 MI S FROM RIDGEWOOD.
 KV0522'0.9 MILE SOUTH ALONG THE ERIE LACKAWANNA RAILROAD FROM THE
 KV0522'STATION AT RIDGEWOOD, BERGEN COUNTY, 125 FEET SOUTHWEST OF THE
 KV0522'FREIGHT STATION AT RIDGEWOOD JUNCTION, 0.1 MILE NORTH OF MILEPOST
 KV0522'JC 20, 3 YARDS EAST OF THE MAIN TRACK, IN THE TOP OF THE SOUTHWEST
 KV0522'CORNER OF THE CONCRETE BASE OF A SIGNAL TOWER WITH THREE RED
 KV0522'LIGHTS, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  NOTE-- THE
 KV0522'DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE
 KV0522'LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA
 KV0522'RAILROAD.
 KV0522
 KV0522                          STATION RECOVERY (1992)
 KV0522
 KV0522'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KV0522'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV0522'SEARCH BY A TWO MAN PARTY.  THE SIGNAL TOWER AND THE TRACKS HAVE
 KV0522'REMOVED AND REPLACED SINCE THE ORIGINAL DESCRIPTION.  THE STATION IS
 KV0522'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0523 ***********************************************************************
 KV0523  DESIGNATION -  RV 95 ELRR
 KV0523  PID         -  KV0523
 KV0523  STATE/COUNTY-  NJ/BERGEN
 KV0523  USGS QUAD   -  PATERSON (1995)
 KV0523
 KV0523                         *CURRENT SURVEY CONTROL
 KV0523  ___________________________________________________________________
 KV0523* NAD 83(1986)-  40 57 45.     (N)    074 08 00.     (W)     SCALED    
 KV0523* NAVD 88     -        26.338  (meters)      86.41   (feet)  ADJUSTED  
 KV0523  ___________________________________________________________________
 KV0523  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KV0523  DYNAMIC HT  -          26.327 (meters)      86.37  (feet)  COMP
 KV0523  MODELED GRAV-     980,223.1   (mgal)                       NAVD 88
 KV0523
 KV0523  VERT ORDER  -  SECOND    CLASS 0
 KV0523
 KV0523.The horizontal coordinates were scaled from a topographic map and have
 KV0523.an estimated accuracy of +/- 6 seconds.
 KV0523
 KV0523.The orthometric height was determined by differential leveling
 KV0523.and adjusted by the National Geodetic Survey in June 1991..
 KV0523
 KV0523.The geoid height was determined by GEOID03.
 KV0523
 KV0523.The dynamic height is computed by dividing the NAVD 88
 KV0523.geopotential number by the normal gravity value computed on the
 KV0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0523.degrees latitude (g = 980.6199 gals.).
 KV0523
 KV0523.The modeled gravity was interpolated from observed gravity values.
 KV0523
 KV0523;                    North         East    Units  Estimated Accuracy
 KV0523;SPC NJ       -   236,450.      180,860.      MT  (+/- 180 meters Scaled)
 KV0523
 KV0523                          SUPERSEDED SURVEY CONTROL
 KV0523
 KV0523  NGVD 29 (??/??/??)   26.625  (m)           87.35   (f) ADJUSTED    2 0
 KV0523
 KV0523.Superseded values are not recommended for survey control.
 KV0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0523.See file dsdata.txt to determine how the superseded data were derived.
 KV0523
 KV0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL729349(NAD 83)
 KV0523_MARKER: R = RIVET
 KV0523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0523_SP_SET: TOWER BASE
 KV0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0523
 KV0523  HISTORY     - Date     Condition        Report By
 KV0523  HISTORY     - 1933     MONUMENTED       ELRR
 KV0523  HISTORY     - 1933     GOOD             CGS
 KV0523  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV0523
 KV0523                          STATION DESCRIPTION
 KV0523
 KV0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KV0523'AT GLEN ROCK.
 KV0523'AT GLEN ROCK, BERGEN COUNTY, ON THE ERIE LACKAWANNA RAILROAD,
 KV0523'150 FEET NORTH OF THE STATION, 40 FEET NORTH OF A STREET
 KV0523'CROSSING, 3 YARDS WEST OF THE CENTERLINE OF THE SOUTH-BOUND
 KV0523'TRACK, AND IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 KV0523'BASE OF SIGNAL TOWER 19.2.  NOTE-- THE DELAWARE, LACKAWANNA AND
 KV0523'WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE
 KV0523'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV0523
 KV0523                          STATION RECOVERY (1990)
 KV0523
 KV0523'RECOVERY NOTE BY US POWER SQUADRON 1990 (AK)
 KV0523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0524 ***********************************************************************
 KV0524  DESIGNATION -  RV 96 ELRR
 KV0524  PID         -  KV0524
 KV0524  STATE/COUNTY-  NJ/BERGEN
 KV0524  USGS QUAD   -  PATERSON (1995)
 KV0524
 KV0524                         *CURRENT SURVEY CONTROL
 KV0524  ___________________________________________________________________
 KV0524* NAD 83(1986)-  40 57 26.     (N)    074 08 18.     (W)     SCALED    
 KV0524* NAVD 88     -        23.260  (meters)      76.31   (feet)  ADJUSTED  
 KV0524  ___________________________________________________________________
 KV0524  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV0524  DYNAMIC HT  -          23.250 (meters)      76.28  (feet)  COMP
 KV0524  MODELED GRAV-     980,222.5   (mgal)                       NAVD 88
 KV0524
 KV0524  VERT ORDER  -  SECOND    CLASS 0
 KV0524
 KV0524.The horizontal coordinates were scaled from a topographic map and have
 KV0524.an estimated accuracy of +/- 6 seconds.
 KV0524
 KV0524.The orthometric height was determined by differential leveling
 KV0524.and adjusted by the National Geodetic Survey in June 1991..
 KV0524
 KV0524.The geoid height was determined by GEOID03.
 KV0524
 KV0524.The dynamic height is computed by dividing the NAVD 88
 KV0524.geopotential number by the normal gravity value computed on the
 KV0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0524.degrees latitude (g = 980.6199 gals.).
 KV0524
 KV0524.The modeled gravity was interpolated from observed gravity values.
 KV0524
 KV0524;                    North         East    Units  Estimated Accuracy
 KV0524;SPC NJ       -   235,860.      180,450.      MT  (+/- 180 meters Scaled)
 KV0524
 KV0524                          SUPERSEDED SURVEY CONTROL
 KV0524
 KV0524  NGVD 29 (??/??/??)   23.547  (m)           77.25   (f) ADJUSTED    2 0
 KV0524
 KV0524.Superseded values are not recommended for survey control.
 KV0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0524.See file dsdata.txt to determine how the superseded data were derived.
 KV0524
 KV0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL725343(NAD 83)
 KV0524_MARKER: R = RIVET
 KV0524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0524_SP_SET: CULVERT
 KV0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0524
 KV0524  HISTORY     - Date     Condition        Report By
 KV0524  HISTORY     - 1933     MONUMENTED       ELRR
 KV0524  HISTORY     - 1933     GOOD             CGS
 KV0524  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV0524  HISTORY     - 20060625 MARK NOT FOUND   GEOCAC
 KV0524
 KV0524                          STATION DESCRIPTION
 KV0524
 KV0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KV0524'0.4 MI S FROM GLEN ROCK.
 KV0524'0.4 MILE SOUTH ALONG THE ERIE LACKAWANNA RAILROAD FROM THE STATION
 KV0524'AT GLEN ROCK, BERGEN COUNTY, 45 YARDS SOUTH OF SIGNAL 19.1, 16
 KV0524'YARDS SOUTH OF MILEPOST JC 19, 4 YARDS WEST OF THE CENTERLINE OF
 KV0524'THE NORTHBOUND TRACK, AT A FILLED-IN CULVERT, AND IN THE TOP OF
 KV0524'THE CONCRETE HEADWALL.  NOTE-- THE DELAWARE, LACKAWANNA AND
 KV0524'WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE
 KV0524'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV0524
 KV0524                          STATION RECOVERY (1990)
 KV0524
 KV0524'RECOVERY NOTE BY US POWER SQUADRON 1990 (AK)
 KV0524'MARK NOT FOUND.
 KV0524
 KV0524                          STATION RECOVERY (2006)
 KV0524
 KV0524'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0524'THERE HAS BEEN MAJOR WORK DONE ALONG THIS RAIL LINE RECENTLY.  THE
 KV0524'TRACKS HAVE BEEN RAISED.  MILEPOST JC 19 IS HALF BURIED BY BALLAST.
 KV0524'THERE IS NO FILLED-IN CULVERT TO BE SEEN 16 YARDS SOUTH OF THE
 KV0524'MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0525 ***********************************************************************
 KV0525  DESIGNATION -  RV 97 ELRR
 KV0525  PID         -  KV0525
 KV0525  STATE/COUNTY-  NJ/BERGEN
 KV0525  USGS QUAD   -  PATERSON (1995)
 KV0525
 KV0525                         *CURRENT SURVEY CONTROL
 KV0525  ___________________________________________________________________
 KV0525* NAD 83(1986)-  40 56 58.     (N)    074 08 46.     (W)     SCALED    
 KV0525* NAVD 88     -        24.726  (meters)      81.12   (feet)  ADJUSTED  
 KV0525  ___________________________________________________________________
 KV0525  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV0525  DYNAMIC HT  -          24.716 (meters)      81.09  (feet)  COMP
 KV0525  MODELED GRAV-     980,221.4   (mgal)                       NAVD 88
 KV0525
 KV0525  VERT ORDER  -  SECOND    CLASS 0
 KV0525
 KV0525.The horizontal coordinates were scaled from a topographic map and have
 KV0525.an estimated accuracy of +/- 6 seconds.
 KV0525
 KV0525.The orthometric height was determined by differential leveling
 KV0525.and adjusted by the National Geodetic Survey in June 1991..
 KV0525
 KV0525.The geoid height was determined by GEOID03.
 KV0525
 KV0525.The dynamic height is computed by dividing the NAVD 88
 KV0525.geopotential number by the normal gravity value computed on the
 KV0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0525.degrees latitude (g = 980.6199 gals.).
 KV0525
 KV0525.The modeled gravity was interpolated from observed gravity values.
 KV0525
 KV0525;                    North         East    Units  Estimated Accuracy
 KV0525;SPC NJ       -   234,990.      179,790.      MT  (+/- 180 meters Scaled)
 KV0525
 KV0525                          SUPERSEDED SURVEY CONTROL
 KV0525
 KV0525  NGVD 29 (??/??/??)   25.013  (m)           82.06   (f) ADJUSTED    2 0
 KV0525
 KV0525.Superseded values are not recommended for survey control.
 KV0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0525.See file dsdata.txt to determine how the superseded data were derived.
 KV0525
 KV0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL718334(NAD 83)
 KV0525_MARKER: R = RIVET
 KV0525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0525_SP_SET: BRIDGE SUPPORT BASE
 KV0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0525
 KV0525  HISTORY     - Date     Condition        Report By
 KV0525  HISTORY     - 1933     MONUMENTED       ELRR
 KV0525  HISTORY     - 1933     GOOD             CGS
 KV0525  HISTORY     - 1944     GOOD             CGS
 KV0525
 KV0525                          STATION DESCRIPTION
 KV0525
 KV0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KV0525'1.1 MI S FROM GLEN ROCK.
 KV0525'1.1 MILES SOUTH ALONG THE ERIE LACKAWANNA RAILROAD FROM THE
 KV0525'STATION AT GLEN ROCK, BERGEN COUNTY, AT BRIDGE NO. 18.34, IN
 KV0525'THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF THE
 KV0525'NORTHWEST HIGHWAY BRIDGE SUPPORT, 3 YARDS WEST OF THE CENTERLINE
 KV0525'OF THE SOUTHBOUND TRACK, AND ABOUT 2 FEET HIGHER THAN THE TRACK.
 KV0525'NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE
 KV0525'ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE
 KV0525'LACKAWANNA RAILROAD.
 KV0525
 KV0525                          STATION RECOVERY (1944)
 KV0525
 KV0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 KV0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0526 ***********************************************************************
 KV0526  DESIGNATION -  RV 98
 KV0526  PID         -  KV0526
 KV0526  STATE/COUNTY-  NJ/PASSAIC
 KV0526  USGS QUAD   -  PATERSON (1995)
 KV0526
 KV0526                         *CURRENT SURVEY CONTROL
 KV0526  ___________________________________________________________________
 KV0526* NAD 83(1986)-  40 56 42.     (N)    074 08 59.     (W)     SCALED    
 KV0526* NAVD 88     -        19.106  (meters)      62.68   (feet)  ADJUSTED  
 KV0526  ___________________________________________________________________
 KV0526  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KV0526  DYNAMIC HT  -          19.098 (meters)      62.66  (feet)  COMP
 KV0526  MODELED GRAV-     980,220.6   (mgal)                       NAVD 88
 KV0526
 KV0526  VERT ORDER  -  SECOND    CLASS 0
 KV0526
 KV0526.The horizontal coordinates were scaled from a topographic map and have
 KV0526.an estimated accuracy of +/- 6 seconds.
 KV0526
 KV0526.The orthometric height was determined by differential leveling
 KV0526.and adjusted by the National Geodetic Survey in June 1991..
 KV0526
 KV0526.The geoid height was determined by GEOID03.
 KV0526
 KV0526.The dynamic height is computed by dividing the NAVD 88
 KV0526.geopotential number by the normal gravity value computed on the
 KV0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0526.degrees latitude (g = 980.6199 gals.).
 KV0526
 KV0526.The modeled gravity was interpolated from observed gravity values.
 KV0526
 KV0526;                    North         East    Units  Estimated Accuracy
 KV0526;SPC NJ       -   234,500.      179,490.      MT  (+/- 180 meters Scaled)
 KV0526
 KV0526                          SUPERSEDED SURVEY CONTROL
 KV0526
 KV0526  NGVD 29 (??/??/??)   19.392  (m)           63.62   (f) ADJUSTED    2 0
 KV0526
 KV0526.Superseded values are not recommended for survey control.
 KV0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0526.See file dsdata.txt to determine how the superseded data were derived.
 KV0526
 KV0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL715330(NAD 83)
 KV0526_MARKER: R = RIVET
 KV0526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0526_SP_SET: SIGNAL LIGHT
 KV0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0526
 KV0526  HISTORY     - Date     Condition        Report By
 KV0526  HISTORY     - 1933     MONUMENTED       ELRR
 KV0526  HISTORY     - 1944     GOOD             CGS
 KV0526  HISTORY     - 19920226 MARK NOT FOUND   NJGS
 KV0526
 KV0526                          STATION DESCRIPTION
 KV0526
 KV0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV0526'0.3 MI N FROM HAWTHORNE.
 KV0526'0.3 MILE NORTH ALONG THE ERIE LACKAWANNA RAILROAD FROM THE
 KV0526'STATION AT HAWTHORNE, PASSAIC COUNTY, 125 FEET SOUTH OF MILEPOST
 KV0526'JC 18, 4 YARDS EAST OF THE CENTERLINE OF THE NORTH-BOUND TRACK,
 KV0526'IN THE TOP OF THE NORTHWEST CORNER OF SIGNAL LIGHT 17.1, AND
 KV0526'ABOUT 6 INCHES LOWER THAN THE TRACK.
 KV0526
 KV0526                          STATION RECOVERY (1992)
 KV0526
 KV0526'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KV0526'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV0526'SEARCH BY A TWO MAN PARTY.  THE SIGNAL LIGHT HAS BEEN REPLACED.  THE
 KV0526'STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0529 ***********************************************************************
 KV0529  DESIGNATION -  RV 99
 KV0529  PID         -  KV0529
 KV0529  STATE/COUNTY-  NJ/PASSAIC
 KV0529  USGS QUAD   -  PATERSON (1995)
 KV0529
 KV0529                         *CURRENT SURVEY CONTROL
 KV0529  ___________________________________________________________________
 KV0529* NAD 83(1986)-  40 56 12.     (N)    074 09 25.     (W)     SCALED    
 KV0529* NAVD 88     -        13.756  (meters)      45.13   (feet)  ADJUSTED  
 KV0529  ___________________________________________________________________
 KV0529  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KV0529  DYNAMIC HT  -          13.751 (meters)      45.11  (feet)  COMP
 KV0529  MODELED GRAV-     980,218.3   (mgal)                       NAVD 88
 KV0529
 KV0529  VERT ORDER  -  SECOND    CLASS 0
 KV0529
 KV0529.The horizontal coordinates were scaled from a topographic map and have
 KV0529.an estimated accuracy of +/- 6 seconds.
 KV0529
 KV0529.The orthometric height was determined by differential leveling
 KV0529.and adjusted by the National Geodetic Survey in June 1991..
 KV0529
 KV0529.The geoid height was determined by GEOID03.
 KV0529
 KV0529.The dynamic height is computed by dividing the NAVD 88
 KV0529.geopotential number by the normal gravity value computed on the
 KV0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0529.degrees latitude (g = 980.6199 gals.).
 KV0529
 KV0529.The modeled gravity was interpolated from observed gravity values.
 KV0529
 KV0529;                    North         East    Units  Estimated Accuracy
 KV0529;SPC NJ       -   233,570.      178,890.      MT  (+/- 180 meters Scaled)
 KV0529
 KV0529                          SUPERSEDED SURVEY CONTROL
 KV0529
 KV0529  NGVD 29 (??/??/??)   14.042  (m)           46.07   (f) ADJUSTED    2 0
 KV0529
 KV0529.Superseded values are not recommended for survey control.
 KV0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0529.See file dsdata.txt to determine how the superseded data were derived.
 KV0529
 KV0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL709320(NAD 83)
 KV0529_MARKER: R = RIVET
 KV0529_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0529_SP_SET: WINGWALL
 KV0529_MARK LOGO: NONE  
 KV0529_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0529+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2006
 KV0529
 KV0529  HISTORY     - Date     Condition        Report By
 KV0529  HISTORY     - 1933     MONUMENTED       ELRR
 KV0529  HISTORY     - 1933     GOOD             CGS
 KV0529  HISTORY     - 1944     GOOD             CGS
 KV0529  HISTORY     - 19920226 GOOD             NJGS
 KV0529  HISTORY     - 20060625 GOOD             GEOCAC
 KV0529
 KV0529                          STATION DESCRIPTION
 KV0529
 KV0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KV0529'AT PATERSON.
 KV0529'AT PATERSON, PASSAIC COUNTY, AT THE ERIE LACKAWANNA RAILROAD
 KV0529'BRIDGE OVER PASSAIC RIVER, IN THE TOP OF THE EAST WING WALL OF
 KV0529'THE SOUTH ABUTMENT, AND 2 YARDS EAST OF THE CENTERLINE OF THE
 KV0529'EAST TRACK.
 KV0529
 KV0529                          STATION RECOVERY (1944)
 KV0529
 KV0529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 KV0529'RECOVERED IN GOOD CONDITION.
 KV0529
 KV0529                          STATION RECOVERY (1992)
 KV0529
 KV0529'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KV0529'RECOVERED AS DESCRIBED.
 KV0529
 KV0529                          STATION RECOVERY (2006)
 KV0529
 KV0529'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0529'ACCESS NORTH ALONG THE RAILROAD TRACKS FROM FIFTH AVENUE IN PATERSON.
 KV0529'HANDHELD GPS COORDINATES N 40 56 12.6 W 74 09 26.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0274 ***********************************************************************
 KV0274  DESIGNATION -  RV A NJGS
 KV0274  PID         -  KV0274
 KV0274  STATE/COUNTY-  NJ/HUDSON
 KV0274  USGS QUAD   -  JERSEY CITY (1981)
 KV0274
 KV0274                         *CURRENT SURVEY CONTROL
 KV0274  ___________________________________________________________________
 KV0274* NAD 83(1986)-  40 44 04.     (N)    074 04 52.     (W)     SCALED    
 KV0274* NAVD 88     -         2.612  (meters)       8.57   (feet)  ADJUSTED  
 KV0274  ___________________________________________________________________
 KV0274  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KV0274  DYNAMIC HT  -           2.611 (meters)       8.57  (feet)  COMP
 KV0274  MODELED GRAV-     980,239.3   (mgal)                       NAVD 88
 KV0274
 KV0274  VERT ORDER  -  FIRST     CLASS II
 KV0274
 KV0274.The horizontal coordinates were scaled from a topographic map and have
 KV0274.an estimated accuracy of +/- 6 seconds.
 KV0274
 KV0274.The orthometric height was determined by differential leveling
 KV0274.and adjusted by the National Geodetic Survey in June 1991..
 KV0274
 KV0274.The geoid height was determined by GEOID03.
 KV0274
 KV0274.The dynamic height is computed by dividing the NAVD 88
 KV0274.geopotential number by the normal gravity value computed on the
 KV0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0274.degrees latitude (g = 980.6199 gals.).
 KV0274
 KV0274.The modeled gravity was interpolated from observed gravity values.
 KV0274
 KV0274;                    North         East    Units  Estimated Accuracy
 KV0274;SPC NJ       -   211,150.      185,380.      MT  (+/- 180 meters Scaled)
 KV0274
 KV0274                          SUPERSEDED SURVEY CONTROL
 KV0274
 KV0274  NGVD 29 (??/??/??)    2.947  (m)            9.67   (f) ADJUSTED    1 2
 KV0274
 KV0274.Superseded values are not recommended for survey control.
 KV0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0274.See file dsdata.txt to determine how the superseded data were derived.
 KV0274
 KV0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL775096(NAD 83)
 KV0274_MARKER: R = RIVET
 KV0274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0274_SP_SET: CULVERT
 KV0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0274
 KV0274  HISTORY     - Date     Condition        Report By
 KV0274  HISTORY     - UNK      MONUMENTED       NJGS
 KV0274  HISTORY     - 1952     MARK NOT FOUND   CGS
 KV0274
 KV0274                          STATION DESCRIPTION
 KV0274
 KV0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0274'AT JERSEY CITY.
 KV0274'AT JERSEY CITY, HUDSON COUNTY, ON THE OLD LINCOLN HIGHWAY,
 KV0274'DIRECTLY IN LINE WITH AND APPROXIMATELY 280 YARDS EAST OF THE
 KV0274'EIGHTH PIER OF THE PULASKI SKYWAY, WEST OF A THROUGH TRUSS OF THE
 KV0274'SKYWAY, WHICH IS OVER RAILROAD TRACKS, ON THE NORTH END OF THE
 KV0274'EAST HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY, 9 FEET
 KV0274'EAST OF THE EAST EDGE OF THE GUTTER, AND 1 FOOT ABOVE THE SURFACE
 KV0274'OF THE HIGHWAY.  NOTE-- THERE HAS BEEN A LOT OF CONSTRUCTION
 KV0274'IN THIS AREA AND THE ONLY CULVERT IN THIS SECTION DOES NOT HAVE
 KV0274'ANY HEAD WALLS, HOWEVER IT APPEARS THAT THE HEAD WALLS HAVE BEEN
 KV0274'BROKEN OFF SO THAT THE MARK IS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0267 ***********************************************************************
 KV0267  DESIGNATION -  RV B NJGS
 KV0267  PID         -  KV0267
 KV0267  STATE/COUNTY-  NJ/HUDSON
 KV0267  USGS QUAD   -  JERSEY CITY (1981)
 KV0267
 KV0267                         *CURRENT SURVEY CONTROL
 KV0267  ___________________________________________________________________
 KV0267* NAD 83(1986)-  40 43 55.     (N)    074 06 58.     (W)     SCALED    
 KV0267* NAVD 88     -         4.929  (meters)      16.17   (feet)  ADJUSTED  
 KV0267  ___________________________________________________________________
 KV0267  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KV0267  DYNAMIC HT  -           4.927 (meters)      16.16  (feet)  COMP
 KV0267  MODELED GRAV-     980,233.3   (mgal)                       NAVD 88
 KV0267
 KV0267  VERT ORDER  -  FIRST     CLASS I
 KV0267
 KV0267.The horizontal coordinates were scaled from a topographic map and have
 KV0267.an estimated accuracy of +/- 6 seconds.
 KV0267
 KV0267.The orthometric height was determined by differential leveling
 KV0267.and adjusted by the National Geodetic Survey in June 1991..
 KV0267.WARNING-Repeat measurements at this control monument indicate possible
 KV0267.vertical movement.
 KV0267
 KV0267.The geoid height was determined by GEOID03.
 KV0267
 KV0267.The dynamic height is computed by dividing the NAVD 88
 KV0267.geopotential number by the normal gravity value computed on the
 KV0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0267.degrees latitude (g = 980.6199 gals.).
 KV0267
 KV0267.The modeled gravity was interpolated from observed gravity values.
 KV0267
 KV0267;                    North         East    Units  Estimated Accuracy
 KV0267;SPC NJ       -   210,850.      182,430.      MT  (+/- 180 meters Scaled)
 KV0267
 KV0267                          SUPERSEDED SURVEY CONTROL
 KV0267
 KV0267  NGVD 29 (04/16/92)    5.277  (m)           17.31   (f) ADJUSTED    1 1
 KV0267
 KV0267.Superseded values are not recommended for survey control.
 KV0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0267.See file dsdata.txt to determine how the superseded data were derived.
 KV0267
 KV0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL746093(NAD 83)
 KV0267_MARKER: R = RIVET
 KV0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0267_SP_SET: ABUTMENT
 KV0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0267
 KV0267  HISTORY     - Date     Condition        Report By
 KV0267  HISTORY     - UNK      MONUMENTED       NJGS
 KV0267  HISTORY     - 1952     GOOD             CGS
 KV0267  HISTORY     - 1965     GOOD             CGS
 KV0267
 KV0267                          STATION DESCRIPTION
 KV0267
 KV0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0267'AT KEARNY.
 KV0267'AT KEARNY, ABOUT 0.5 MILE NORTHWEST ALONG STATE HIGHWAY 25 FROM
 KV0267'THE POLICE AND FIRE STATION, IN THE TOP OF THE ROCK WING WALL AT
 KV0267'SOUTHWEST END OF SOUTHEAST ABUTMENT OF OLD ABANDONED ABUTMENT
 KV0267'OF OLD BRIDGE OVER PASSIAC RIVER, 15 FEET NORTHWEST OF A CONCRETE
 KV0267'RETAINING WALL, 2 FEET NORTHEAST OF A FENCE LINE, ABOUT 10 YARDS
 KV0267'NORTHEAST OF NORTHEAST EDGE OF PRESENT BRIDGE OVER RIVER AND ABOUT
 KV0267'LEVEL WITH GROUND.
 KV0267
 KV0267                          STATION RECOVERY (1965)
 KV0267
 KV0267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0666 ***********************************************************************
 KV0666  DESIGNATION -  RV ELRR
 KV0666  PID         -  KV0666
 KV0666  STATE/COUNTY-  NJ/MORRIS
 KV0666  USGS QUAD   -  CHATHAM (1981)
 KV0666
 KV0666                         *CURRENT SURVEY CONTROL
 KV0666  ___________________________________________________________________
 KV0666* NAD 83(1986)-  40 43 52.     (N)    074 22 58.     (W)     SCALED    
 KV0666* NAVD 88     -        72.230  (meters)     236.97   (feet)  ADJUSTED  
 KV0666  ___________________________________________________________________
 KV0666  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV0666  DYNAMIC HT  -          72.199 (meters)     236.87  (feet)  COMP
 KV0666  MODELED GRAV-     980,187.8   (mgal)                       NAVD 88
 KV0666
 KV0666  VERT ORDER  -  SECOND    CLASS 0
 KV0666
 KV0666.The horizontal coordinates were scaled from a topographic map and have
 KV0666.an estimated accuracy of +/- 6 seconds.
 KV0666
 KV0666.The orthometric height was determined by differential leveling
 KV0666.and adjusted by the National Geodetic Survey in June 1991..
 KV0666
 KV0666.The geoid height was determined by GEOID03.
 KV0666
 KV0666.The dynamic height is computed by dividing the NAVD 88
 KV0666.geopotential number by the normal gravity value computed on the
 KV0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0666.degrees latitude (g = 980.6199 gals.).
 KV0666
 KV0666.The modeled gravity was interpolated from observed gravity values.
 KV0666
 KV0666;                    North         East    Units  Estimated Accuracy
 KV0666;SPC NJ       -   210,700.      159,900.      MT  (+/- 180 meters Scaled)
 KV0666
 KV0666                          SUPERSEDED SURVEY CONTROL
 KV0666
 KV0666  NGVD 29 (??/??/??)   72.526  (m)          237.95   (f) ADJUSTED    2 0
 KV0666
 KV0666.Superseded values are not recommended for survey control.
 KV0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0666.See file dsdata.txt to determine how the superseded data were derived.
 KV0666
 KV0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL521090(NAD 83)
 KV0666_MARKER: R = RIVET
 KV0666_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0666_SP_SET: ABUTMENT
 KV0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0666+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 KV0666
 KV0666  HISTORY     - Date     Condition        Report By
 KV0666  HISTORY     - UNK      MONUMENTED       ELRR
 KV0666  HISTORY     - 1935     GOOD             CGS
 KV0666  HISTORY     - 20060610 GOOD             GEOCAC
 KV0666
 KV0666                          STATION DESCRIPTION
 KV0666
 KV0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0666'AT CHATHAM.
 KV0666'AT CHATHAM, MORRIS COUNTY, ON THE DELAWARE, LACKAWANNA AND
 KV0666'WESTERN RAILROAD, 0.3 MILE SOUTH OF MILEPOST 23, IN THE TOP OF THE
 KV0666'SOUTHWEST ABUTMENT OF A HIGHWAY UNDERPASS, AND ABOUT 3 FEET LOWER
 KV0666'THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.  NOTE-- THE
 KV0666'DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE
 KV0666'LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA
 KV0666'RAILROAD.
 KV0666
 KV0666                          STATION RECOVERY (2006)
 KV0666
 KV0666'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0666'IN NORTHWEST PART OF SOUTHWEST ABUTMENT OF NEW JERSEY TRANSIT LINES
 KV0666'OVER WATCHUNG AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2828 ***********************************************************************
 JU2828  DESIGNATION -  RYON 1884
 JU2828  PID         -  JU2828
 JU2828  STATE/COUNTY-  NJ/ATLANTIC
 JU2828  USGS QUAD   -  PLEASANTVILLE (1994)
 JU2828
 JU2828                         *CURRENT SURVEY CONTROL
 JU2828  ___________________________________________________________________
 JU2828* NAD 83(1996)-  39 22 45.16913(N)    074 31 32.30048(W)     ADJUSTED  
 JU2828* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2828  ___________________________________________________________________
 JU2828  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 JU2828  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JU2828
 JU2828  HORZ ORDER  -  SECOND
 JU2828
 JU2828.The horizontal coordinates were established by classical geodetic methods
 JU2828.and adjusted by the National Geodetic Survey in September 1999..
 JU2828
 JU2828.The orthometric height was scaled from a topographic map.
 JU2828
 JU2828.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2828
 JU2828.The geoid height was determined by GEOID03.
 JU2828
 JU2828;                    North         East     Units Scale Factor Converg.
 JU2828;SPC NJ       -    60,596.527   147,791.109   MT  0.99990006   -0 00 58.6
 JU2828;SPC NJ       -   198,807.11    484,878.00   sFT  0.99990006   -0 00 58.6
 JU2828;UTM  18      - 4,358,967.005   540,855.683   MT  0.99962055   +0 18 03.5
 JU2828
 JU2828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2828!SPC NJ       -   1.00000511  x   0.99990006  =   0.99990517
 JU2828!UTM  18      -   1.00000511  x   0.99962055  =   0.99962566
 JU2828
 JU2828:                Primary Azimuth Mark                     Grid Az
 JU2828:SPC NJ       -  RITZ AERO BEACON                         112 31 04.6
 JU2828:UTM  18      -  RITZ AERO BEACON                         112 12 02.5
 JU2828
 JU2828|---------------------------------------------------------------------|
 JU2828| PID    Reference Object                     Distance      Geod. Az  |
 JU2828|                                                           dddmmss.s |
 JU2828| JU2777 RITZ AERO BEACON                    APPROX. 7.6 KM 1123006.0 |
 JU2828|---------------------------------------------------------------------|
 JU2828
 JU2828                          SUPERSEDED SURVEY CONTROL
 JU2828
 JU2828  NAD 83(1986)-  39 22 45.15534(N)    074 31 32.29176(W) AD(       ) 2
 JU2828  NAD 27      -  39 22 44.73500(N)    074 31 33.74100(W) AD(       ) 2
 JU2828
 JU2828.Superseded values are not recommended for survey control.
 JU2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2828.See file dsdata.txt to determine how the superseded data were derived.
 JU2828
 JU2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4085658967(NAD 83)
 JU2828
 JU2828  HISTORY     - Date     Condition        Report By
 JU2828  HISTORY     - 1884     MONUMENTED       CGS
 JU2828  HISTORY     - 1886     GOOD             CGS
 JU2828  HISTORY     - 1919     GOOD             CGS
 JU2828  HISTORY     - 1929     SEE DESCRIPTION  CGS
 JU2828  HISTORY     - 1931     GOOD             CGS
 JU2828  HISTORY     - 1935     GOOD             NJGS
 JU2828  HISTORY     - 1935     MARK NOT FOUND   CGS
 JU2828  HISTORY     - 1937     GOOD             CGS
 JU2828  HISTORY     - 1950     MARK NOT FOUND   CGS
 JU2828
 JU2828                          STATION DESCRIPTION
 JU2828
 JU2828'DESCRIBED BY COAST AND GEODETIC SURVEY 1886
 JU2828'ON THE MAINLAND, ABOUT 250 METERS W OF LAKE BAY, ABOUT A MILE S
 JU2828'OF THE RAILROAD JUNCTION NEAR PLEASANTVILLE, AND ABOUT 200 METERS S
 JU2828'OF THE ROAD LEADING TO THE LANDING ON LAKE BAY.  THE STATION IS
 JU2828'MARKED BY A 6- BY 6-INCH MARBLE POST WITH CROSS ON ITS TOP
 JU2828'SURFACE.  FOUR CEDAR TREE STUBS, EACH 6 FEET DISTANT AND WITH
 JU2828'COPPER TACK ON TOP, SURROUND THE MONUMENT.  THE SUBSURFACE MARK
 JU2828'IS A PIECE OF 1-INCH GAS PIPE, 7 FEET IN LENGTH, SUNK
 JU2828'VERTICALLY DIRECTLY BELOW THE CENTER OF THE MARBLE POST.
 JU2828
 JU2828                          STATION RECOVERY (1919)
 JU2828
 JU2828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919 (CGQ)
 JU2828'SECTION BUILT UP UNTIL RYON DOES NOT SEE STEELMAN.  LEAVE CAR
 JU2828'LINE AT SALEM METHODIST CHURCH OR RYONS STORE.  A ROUGH FIELD
 JU2828'ROAD LEADS NEAR STATION.  TREES AND STUBS ARE GONE.  A SMALL
 JU2828'PEACH TREE 4 INCHES IN DIAMETER IS NOW ABOUT 5 FEET W OF THE
 JU2828'STATION.  SEE SKETCH.
 JU2828'
 JU2828'SURFACE MARK IS A 6-INCH MARBLE POST IN GOOD ORDER.
 JU2828'
 JU2828'TO REACH STATION EITHER FOLLOW GOOD DIRT ROAD TO WITHIN 50
 JU2828'YARDS OF THE HOUSE, THERE GO ACROSS FIELD KEEPING IN SOLID
 JU2828'GROUND FOR ABOUT 150 YARDS, THERE TOWARD BAY.  STATION IS ON DRY
 JU2828'SOLID GROUND AND BY KEEPING ON DRY GROUND IT WILL BE MORE EASILY
 JU2828'FOUND.  OR FOLLOW THE FIELD ROAD FROM SHORE ROAD THERE FOLLOW
 JU2828'OFF SHORE TO S ABOUT 100 FEET THERE TOWARD BAY KEEPING ON DRY
 JU2828'GROUND.
 JU2828
 JU2828                          STATION RECOVERY (1929)
 JU2828
 JU2828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (ERM)
 JU2828'THIS STATION WAS RECOVERED AS DESCRIBED BY C.G. QUILLIAN AS HE FOUND
 JU2828'IT IN 1919.  THE MARBLE POST WITH CROSS LINES ON IT WAS IN PLACE
 JU2828'AND IN GOOD CONDITION.  IT WAS NOT DISTURBED, BUT A 10-INCH TILE
 JU2828'3 FEET LONG AND LIP 1.2 FEET IN DIAMETER WAS SET AROUND THE POST,
 JU2828'WITH CEMENT BASE NEAR THE BOTTOM OF POST WHICH WAS SET ON A BED
 JU2828'OF OYSTER SHELLS.  THE INTERVAL WAS FILLED WITH CONCRETE, LEAVING
 JU2828'THE MARK AT ORIGINAL LEVEL.  STANDARD TABLET SET AND WEDGED
 JU2828'IN DRILL HOLE IN MARBLE POST.  THIS MARK IS ON PROPERTY OF
 JU2828'LEWIS RYON AND BROTHER AND 2 SISTERS.  THEY LIVE ON SHORE
 JU2828'ROAD JUST S OF RYON AVENUE.
 JU2828'
 JU2828'TO REACH STATION, GO DOWN RYON AVENUE TO LOWER END AT
 JU2828'NO. 133.  THE STATION SHOULD HAVE A BEARING OF S 10 DEG E
 JU2828'FROM THE NW CORNER OF HOUSE, FOLLOW HIGH GROUND TO AN EMBANKMENT
 JU2828'GOING OUT INTO MARSH, FOLLOW THIS TO CORNERS OF THE DITCHES ABOVE
 JU2828'MENTIONED.
 JU2828'
 JU2828'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2828'TILE AS DESCRIBED IN NOTE 6A.
 JU2828
 JU2828                          STATION RECOVERY (1931)
 JU2828
 JU2828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 JU2828'RECOVERED IN GOOD CONDITION FROM THE ORIGINAL DESCRIPTION AS
 JU2828'OF THE 1919 AND 1929 RECOVERY NOTES.
 JU2828'
 JU2828'THIS STATION IS APPROXIMATELY 6 MILES WNW OF ATLANTIC CITY,
 JU2828'AT SMITHS LANDING ON THE W SIDE OF LAKE BAY.
 JU2828'
 JU2828'CENTER IS MARKED BY A CROSS CUT IN THE 6-INCH SQUARE TOP OF
 JU2828'A MARBLE POST SET WITHIN A 10-INCH CONCRETE-FILLED TILE IN A
 JU2828'BED OF OYSTER SHELLS ON AN EMBANKMENT BETWEEN TWO
 JU2828'DITCHES.  DIRECTIONS WERE NOT TAKEN TO THE TWO REFERENCE MARKS.
 JU2828'
 JU2828'TO REACH THE STATION GO DOWN RYON AVENUE TO EASTERLY END, THEN
 JU2828'FOLLOW AROUND HIGH GROUND TO SOUTHWARD ABOUT 250 METERS TO
 JU2828'PROPERTY OF LEWIS RYON.
 JU2828
 JU2828                          STATION RECOVERY (1935)
 JU2828
 JU2828'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1935
 JU2828'UNABLE TO RECOVER THIS STATION FROM 1931 DESCRIPTION.  STATION
 JU2828'WAS FOUND BY LOCAL INQUIRY.
 JU2828'
 JU2828'THE STATION HAS NO NAME OR DATE STAMPED.
 JU2828'
 JU2828'TO REACH STATION, GO SE ON RYON AVENUE ABOUT 0.2 MILE TO END
 JU2828'OF IMPROVED STREET AND NEAR HOUSE NO. 133, PROPERTY OF
 JU2828'W.H. KITCHEN.  THEN CONTINUE ON STREET LINE (PROJECTED) FOR
 JU2828'ABOUT 100 YARDS TO A CAST IRON SEWER PIPE.  GO SW ON SEWER ABOUT
 JU2828'250 YARDS TO THE SECOND MANHOLE SW OF RYON AVENUE.  THEN GO E IN
 JU2828'LINE WITH CHIMNEYS OF ATLANTIC CITY ELECTRIC COMPANY ABOUT 150
 JU2828'YARDS TO STATION.  STATION IS ON THE MEADOW ABOUT 200 YARDS
 JU2828'FROM LAKE BAY.
 JU2828'
 JU2828'REFERENCE MARK NO.1 AND REFERENCE MARK NO. 2 WERE BOTH RECOVERED
 JU2828'IN GOOD CONDITION.
 JU2828'
 JU2828'1931 DESCRIPTION CALLS FOR CROSS CUT IN 6-INCH MARBLE POST.  A
 JU2828'STANDARD BRONZE DISK WAS FOUND IN STATION (MARBLE POST IN
 JU2828'CONCRETE-FILLED TILE).  STATION HIGH NOT VISIBLE.  HOUSE ON LINE.
 JU2828
 JU2828                          STATION RECOVERY (1935)
 JU2828
 JU2828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 JU2828'A HALF HOURS SEARCH FAILED TO LOCATE THE STATION.  THERE IS A
 JU2828'HIGH MARSH GRASS IN THE VICINITY.  IT IS POSSIBLE THAT THE
 JU2828'STATION MIGHT BE FOUND IF THE VICINITY WERE MORE THOROUGHLY
 JU2828'SEARCHED.
 JU2828
 JU2828                          STATION RECOVERY (1937)
 JU2828
 JU2828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2828'THE STATION WAS FOUND IN GOOD CONDITION.  IT IS MARKED WITH A
 JU2828'STANDARD DISK TRIANGULATION MARK SET IN TOP OF A CONCRETE POST
 JU2828'15 INCHES IN DIAMETER PROJECTING 3 INCHES ABOVE THE SURFACE OF THE
 JU2828'GROUND.  IT IS ON THE W SIDE OF A POINT OF FIRM LAND THAT PROJECTS
 JU2828'INTO THE MARSH, IS 63.8 METERS NW OF THE POINT OF FIRM LAND
 JU2828'WHICH IS ON LINE WITH TWO TALL STACKS THAT ARE ABOUT 05 DEG TO
 JU2828'THE LEFT OF THE CLARIDGE HOTEL DOME, IS 14.0 METERS SE OF THE
 JU2828'CENTER LINE OF A SMALL DITCH, IS 4.6 METERS NE OF THE CENTER
 JU2828'LINE OF ANOTHER SMALL DITCH.  THE STATION MAY BE REACHED
 JU2828'FROM PLEASANTVILLE AS FOLLOWS--FROM SHORE ROAD HEAD SE ON VAN MAR
 JU2828'AVENUE FOR 0.2 MILE, (THE ROAD ENDS AT THIS POINT).  PROCEED ON
 JU2828'FOOT TO NE ACROSS THREE SMALL DITCHES, A DISTANCE OF ABOUT 150
 JU2828'METERS.  PROCEED TO THE EASTWARD ABOUT 120 METERS TO THE
 JU2828'INTERSECTION OF THE TWO DITCHES TO WHICH MEASUREMENTS WERE
 JU2828'TAKEN FROM THE STATION.
 JU2828
 JU2828                          STATION RECOVERY (1950)
 JU2828
 JU2828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2828'STATION AND REFERENCE MARKS WERE NOT RECOVERED AFTER A TWO-HOUR
 JU2828'SEARCH BY A TWO-MAN PARTY.  THE DITCHES MENTIONED IN PREVIOUS
 JU2828'DESCRIPTION NO LONGER EXIST.  THE AREA HAS BEEN FILLED IN.  THE
 JU2828'STATION IS PROBABLY INTACT, BUT DEEPLY BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2396 ***********************************************************************
 JU2396  DESIGNATION -  S 1 16
 JU2396  PID         -  JU2396
 JU2396  STATE/COUNTY-  NJ/CAPE MAY
 JU2396  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2396
 JU2396                         *CURRENT SURVEY CONTROL
 JU2396  ___________________________________________________________________
 JU2396* NAD 83(1986)-  39 09 57.     (N)    074 41 00.     (W)     SCALED    
 JU2396* NAVD 88     -         1.087  (meters)       3.57   (feet)  ADJUSTED  
 JU2396  ___________________________________________________________________
 JU2396  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 JU2396  DYNAMIC HT  -           1.086 (meters)       3.56  (feet)  COMP
 JU2396  MODELED GRAV-     980,077.2   (mgal)                       NAVD 88
 JU2396
 JU2396  VERT ORDER  -  FIRST     CLASS II
 JU2396
 JU2396.The horizontal coordinates were scaled from a topographic map and have
 JU2396.an estimated accuracy of +/- 6 seconds.
 JU2396
 JU2396.The orthometric height was determined by differential leveling
 JU2396.and adjusted by the National Geodetic Survey in June 1991..
 JU2396
 JU2396.The geoid height was determined by GEOID03.
 JU2396
 JU2396.The dynamic height is computed by dividing the NAVD 88
 JU2396.geopotential number by the normal gravity value computed on the
 JU2396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2396.degrees latitude (g = 980.6199 gals.).
 JU2396
 JU2396.The modeled gravity was interpolated from observed gravity values.
 JU2396
 JU2396;                    North         East    Units  Estimated Accuracy
 JU2396;SPC NJ       -    36,930.      134,160.      MT  (+/- 180 meters Scaled)
 JU2396
 JU2396                          SUPERSEDED SURVEY CONTROL
 JU2396
 JU2396  NGVD 29 (01/10/92)    1.474  (m)            4.84   (f) ADJUSTED    1 2
 JU2396
 JU2396.Superseded values are not recommended for survey control.
 JU2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2396.See file dsdata.txt to determine how the superseded data were derived.
 JU2396
 JU2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ273352(NAD 83)
 JU2396_MARKER: DD = SURVEY DISK
 JU2396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2396_SP_SET: CONCRETE POST
 JU2396_STAMPING: M.U.A. S 1-16
 JU2396_PROJECTION: FLUSH
 JU2396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2396+STABILITY: SURFACE MOTION
 JU2396
 JU2396  HISTORY     - Date     Condition        Report By
 JU2396  HISTORY     - UNK      MONUMENTED       RBNF
 JU2396  HISTORY     - 1980     GOOD             NGS
 JU2396
 JU2396                          STATION DESCRIPTION
 JU2396
 JU2396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 JU2396'IN SEA ISLE CITY.
 JU2396'IN SEA ISLE CITY, 1.3 KILOMETERS (0.8 MILE) NORTH ALONG LANDIS AVENUE
 JU2396'FROM THE JUNCTION OF JOHN F. KENNEDY BOULEVARD TO THE MARK ON THE
 JU2396'LEFT, 21.15 METERS (69.4 FEET) SOUTH OF POLE BT 22-400, AND 4.15
 JU2396'METERS (13.6 FEET) WEST OF THE CENTER LINE OF LANDIS AVENUE.
 JU2396'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0676 ***********************************************************************
 JU0676  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0676  DESIGNATION -  S 10
 JU0676  PID         -  JU0676
 JU0676  STATE/COUNTY-  NJ/GLOUCESTER
 JU0676  USGS QUAD   -  WOODBURY (1995)
 JU0676
 JU0676                         *CURRENT SURVEY CONTROL
 JU0676  ___________________________________________________________________
 JU0676* NAD 83(1986)-  39 52 10.     (N)    075 07 51.     (W)     SCALED    
 JU0676* NAVD 88     -         3.936  (meters)      12.91   (feet)  POSTED    
 JU0676  ___________________________________________________________________
 JU0676  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU0676  DYNAMIC HT  -           3.930 (meters)      12.89  (feet)  COMP
 JU0676  MODELED GRAV-     980,181.9   (mgal)                       NAVD 88
 JU0676
 JU0676  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0676
 JU0676.The horizontal coordinates were scaled from a topographic map and have
 JU0676.an estimated accuracy of +/- 6 seconds.
 JU0676
 JU0676.The orthometric height was determined by differential leveling
 JU0676.and adjusted by the National Geodetic Survey in 1992..
 JU0676.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0676.rate of 0.0 thru 1.0 mm/km.
 JU0676
 JU0676.This Tidal Bench Mark is designated as VM 2851
 JU0676.by the Center for Operational Oceanographic Products and Services.
 JU0676
 JU0676.The geoid height was determined by GEOID03.
 JU0676
 JU0676.The dynamic height is computed by dividing the NAVD 88
 JU0676.geopotential number by the normal gravity value computed on the
 JU0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0676.degrees latitude (g = 980.6199 gals.).
 JU0676
 JU0676.The modeled gravity was interpolated from observed gravity values.
 JU0676
 JU0676;                    North         East    Units  Estimated Accuracy
 JU0676;SPC NJ       -   115,210.       96,030.      MT  (+/- 180 meters Scaled)
 JU0676
 JU0676                          SUPERSEDED SURVEY CONTROL
 JU0676
 JU0676  NGVD 29 (??/??/??)    4.300  (m)           14.11   (f) ADJUSTED    1 2
 JU0676
 JU0676.Superseded values are not recommended for survey control.
 JU0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0676.See file dsdata.txt to determine how the superseded data were derived.
 JU0676
 JU0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK888132(NAD 83)
 JU0676_MARKER: DB = BENCH MARK DISK
 JU0676_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0676_SP_SET: WALL
 JU0676_STAMPING: 14.108 S 10 1930
 JU0676_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0676+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2001
 JU0676
 JU0676  HISTORY     - Date     Condition        Report By
 JU0676  HISTORY     - 1930     MONUMENTED       CGS
 JU0676  HISTORY     - 1946     GOOD             CGS
 JU0676  HISTORY     - 19930922 GOOD             STEWRT
 JU0676  HISTORY     - 20010801 GOOD             NJDEP
 JU0676
 JU0676                          STATION DESCRIPTION
 JU0676
 JU0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0676'AT WESTVILLE.
 JU0676'AT WESTVILLE, GLOUCESTER COUNTY, AT THE SOUTHWEST EDGE OF TOWN,
 JU0676'200 FEET NORTHWEST OF STATE HIGHWAY 45, 100 FEET SOUTHEAST OF
 JU0676'STATE HIGHWAY 44, AT THE GRAMMAR SCHOOL, AT THE SOUTHEAST CORNER
 JU0676'OF THE BRICK BUILDING, AND IN THE WALL.  A STANDARD DISK, STAMPED
 JU0676'14.108 S 10 1930 AND SET VERTICALLY.
 JU0676
 JU0676                          STATION RECOVERY (1946)
 JU0676
 JU0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 JU0676'RECOVERED IN GOOD CONDITION.
 JU0676
 JU0676                          STATION RECOVERY (1993)
 JU0676
 JU0676'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1993 (JMS)
 JU0676'GOOD.
 JU0676
 JU0676                          STATION RECOVERY (2001)
 JU0676
 JU0676'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2001 (DEW)
 JU0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3429 ***********************************************************************
 KV3429  DESIGNATION -  S 101
 KV3429  PID         -  KV3429
 KV3429  STATE/COUNTY-  NJ/PASSAIC
 KV3429  USGS QUAD   -  PATERSON (1995)
 KV3429
 KV3429                         *CURRENT SURVEY CONTROL
 KV3429  ___________________________________________________________________
 KV3429* NAD 83(1986)-  40 54 27.     (N)    074 11 47.     (W)     SCALED    
 KV3429* NAVD 88     -        39.493  (meters)     129.57   (feet)  ADJUSTED  
 KV3429  ___________________________________________________________________
 KV3429  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV3429  DYNAMIC HT  -          39.477 (meters)     129.52  (feet)  COMP
 KV3429  MODELED GRAV-     980,203.0   (mgal)                       NAVD 88
 KV3429
 KV3429  VERT ORDER  -  FIRST     CLASS II
 KV3429
 KV3429.The horizontal coordinates were scaled from a topographic map and have
 KV3429.an estimated accuracy of +/- 6 seconds.
 KV3429
 KV3429.The orthometric height was determined by differential leveling
 KV3429.and adjusted by the National Geodetic Survey in June 1991..
 KV3429
 KV3429.The geoid height was determined by GEOID03.
 KV3429
 KV3429.The dynamic height is computed by dividing the NAVD 88
 KV3429.geopotential number by the normal gravity value computed on the
 KV3429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3429.degrees latitude (g = 980.6199 gals.).
 KV3429
 KV3429.The modeled gravity was interpolated from observed gravity values.
 KV3429
 KV3429;                    North         East    Units  Estimated Accuracy
 KV3429;SPC NJ       -   230,320.      175,580.      MT  (+/- 180 meters Scaled)
 KV3429
 KV3429                          SUPERSEDED SURVEY CONTROL
 KV3429
 KV3429  NGVD 29 (??/??/??)   39.802  (m)          130.58   (f) ADJUSTED    1 2
 KV3429
 KV3429.Superseded values are not recommended for survey control.
 KV3429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3429.See file dsdata.txt to determine how the superseded data were derived.
 KV3429
 KV3429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL676288(NAD 83)
 KV3429_MARKER: DB = BENCH MARK DISK
 KV3429_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV3429_SP_SET: ABUTMENT
 KV3429_STAMPING: S 101 1979
 KV3429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3429+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2004
 KV3429
 KV3429  HISTORY     - Date     Condition        Report By
 KV3429  HISTORY     - 1979     MONUMENTED       NGS
 KV3429  HISTORY     - 20040722 GOOD             GEOCAC
 KV3429
 KV3429                          STATION DESCRIPTION
 KV3429
 KV3429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3429'1.25 MI ENE FROM TOTOWA.
 KV3429'1.25 MILES EAST-NORTHEAST ALONG TOTOWA ROAD FROM THE BROUGH OF
 KV3429'TOTOWA MUNICIPAL BUILDING IN TOTOWA TO THE MARK ON THE RIGHT, IN TOP
 KV3429'OF THE NORTHWEST CORNER OF THE WEST ABUTMENT OF THE BRIDGE OVER
 KV3429'THE PASSAIC RIVER, 4 FEET EAST OF THE EAST CURB OF TOTOWA ROAD,
 KV3429'1 FOOT SOUTH OF THE SOUTH END OF A 2-FOOT METAL GUARD RAIL, 1 FOOT
 KV3429'NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE GUARD RAIL.
 KV3429'THE MARK IS 1 FT ABOVE ROAD.
 KV3429
 KV3429                          STATION RECOVERY (2004)
 KV3429
 KV3429'RECOVERY NOTE BY GEOCACHING 2004 (DH)
 KV3429'GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2242 ***********************************************************************
 LY2242  DESIGNATION -  S 102
 LY2242  PID         -  LY2242
 LY2242  STATE/COUNTY-  NJ/PASSAIC
 LY2242  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY2242
 LY2242                         *CURRENT SURVEY CONTROL
 LY2242  ___________________________________________________________________
 LY2242* NAD 83(1986)-  41 05 29.     (N)    074 26 26.     (W)     SCALED    
 LY2242* NAVD 88     -       309.060  (meters)    1013.97   (feet)  ADJUSTED  
 LY2242  ___________________________________________________________________
 LY2242  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 LY2242  DYNAMIC HT  -         308.923 (meters)    1013.52  (feet)  COMP
 LY2242  MODELED GRAV-     980,169.4   (mgal)                       NAVD 88
 LY2242
 LY2242  VERT ORDER  -  FIRST     CLASS II
 LY2242
 LY2242.The horizontal coordinates were scaled from a topographic map and have
 LY2242.an estimated accuracy of +/- 6 seconds.
 LY2242
 LY2242.The orthometric height was determined by differential leveling
 LY2242.and adjusted by the National Geodetic Survey in June 1991..
 LY2242
 LY2242.The geoid height was determined by GEOID03.
 LY2242
 LY2242.The dynamic height is computed by dividing the NAVD 88
 LY2242.geopotential number by the normal gravity value computed on the
 LY2242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2242.degrees latitude (g = 980.6199 gals.).
 LY2242
 LY2242.The modeled gravity was interpolated from observed gravity values.
 LY2242
 LY2242;                    North         East    Units  Estimated Accuracy
 LY2242;SPC NJ       -   250,700.      154,990.      MT  (+/- 180 meters Scaled)
 LY2242
 LY2242                          SUPERSEDED SURVEY CONTROL
 LY2242
 LY2242  NGVD 29 (??/??/92)  309.365  (m)         1014.98   (f) ADJ UNCH    1 2
 LY2242
 LY2242.Superseded values are not recommended for survey control.
 LY2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2242.See file dsdata.txt to determine how the superseded data were derived.
 LY2242
 LY2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL469490(NAD 83)
 LY2242_MARKER: DB = BENCH MARK DISK
 LY2242_SETTING: 66 = SET IN ROCK OUTCROP
 LY2242_SP_SET: ROCK OUTCROP
 LY2242_STAMPING: S 102 1979
 LY2242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2242+STABILITY: POSITION/ELEVATION WELL
 LY2242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2242+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2004
 LY2242
 LY2242  HISTORY     - Date     Condition        Report By
 LY2242  HISTORY     - 1979     MONUMENTED       NGS
 LY2242  HISTORY     - 19940904 GOOD             USPSQD
 LY2242  HISTORY     - 20041114 GOOD             GEOCAC
 LY2242
 LY2242                          STATION DESCRIPTION
 LY2242
 LY2242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2242'3.15 MI NE FROM NEWFOUNDLAND.
 LY2242'3.15 MILES NORTH-NORTHEAST ALONG CLINTON ROAD FROM THE JUNCTION
 LY2242'OF STATE ROUTE 23 IN NEWFOUNDLAND TO THE MARK ON THE RIGHT, IN THE
 LY2242'TOP OF A 9 BY 16-FOOT ROCK OUTCROP PROJECTING 10 FEET ABOVE THE ROAD,
 LY2242'31 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 11 FEET SOUTHWEST OF THE
 LY2242'NORTHEAST END OF THE OUT CROP, 6.3 FEET NORTHWEST OF A 12-INCH
 LY2242'TRIANGLE BLAZED OAK TREE.
 LY2242'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 LY2242'THE MARK IS 10 FT ABOVE ROAD.
 LY2242
 LY2242                          STATION RECOVERY (1994)
 LY2242
 LY2242'RECOVERY NOTE BY US POWER SQUADRON 1994
 LY2242'RECOVERED IN GOOD CONDITION.
 LY2242
 LY2242                          STATION RECOVERY (2004)
 LY2242
 LY2242'RECOVERY NOTE BY GEOCACHING 2004 (JRI)
 LY2242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0087 ***********************************************************************
 KV0087  DESIGNATION -  S 11
 KV0087  PID         -  KV0087
 KV0087  STATE/COUNTY-  NJ/ESSEX
 KV0087  USGS QUAD   -  ELIZABETH (1995)
 KV0087
 KV0087                         *CURRENT SURVEY CONTROL
 KV0087  ___________________________________________________________________
 KV0087* NAD 83(1986)-  40 43 03.     (N)    074 10 56.     (W)     SCALED    
 KV0087* NAVD 88     -         3.652  (meters)      11.98   (feet)  ADJUSTED  
 KV0087  ___________________________________________________________________
 KV0087  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KV0087  DYNAMIC HT  -           3.650 (meters)      11.97  (feet)  COMP
 KV0087  MODELED GRAV-     980,220.0   (mgal)                       NAVD 88
 KV0087
 KV0087  VERT ORDER  -  FIRST     CLASS I
 KV0087
 KV0087.The horizontal coordinates were scaled from a topographic map and have
 KV0087.an estimated accuracy of +/- 6 seconds.
 KV0087
 KV0087.The orthometric height was determined by differential leveling
 KV0087.and adjusted by the National Geodetic Survey in June 1991..
 KV0087
 KV0087.The geoid height was determined by GEOID03.
 KV0087
 KV0087.The dynamic height is computed by dividing the NAVD 88
 KV0087.geopotential number by the normal gravity value computed on the
 KV0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0087.degrees latitude (g = 980.6199 gals.).
 KV0087
 KV0087.The modeled gravity was interpolated from observed gravity values.
 KV0087
 KV0087;                    North         East    Units  Estimated Accuracy
 KV0087;SPC NJ       -   209,230.      176,850.      MT  (+/- 180 meters Scaled)
 KV0087
 KV0087                          SUPERSEDED SURVEY CONTROL
 KV0087
 KV0087  NGVD 29 (04/16/92)    3.989  (m)           13.09   (f) ADJUSTED    1 1
 KV0087
 KV0087.Superseded values are not recommended for survey control.
 KV0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0087.See file dsdata.txt to determine how the superseded data were derived.
 KV0087
 KV0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL690077(NAD 83)
 KV0087_MARKER: DB = BENCH MARK DISK
 KV0087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0087_SP_SET: RETAINING WALL
 KV0087_STAMPING: S 11 1933 13.113
 KV0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0087
 KV0087  HISTORY     - Date     Condition        Report By
 KV0087  HISTORY     - 1933     MONUMENTED       CGS
 KV0087  HISTORY     - 1965     GOOD             CGS
 KV0087  HISTORY     - 1984     GOOD             NJGS
 KV0087  HISTORY     - 19950625 GOOD             USPSQD
 KV0087
 KV0087                          STATION DESCRIPTION
 KV0087
 KV0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0087'AT NEWARK.
 KV0087'AT NEWARK, ABOUT 80 YARDS SOUTH OF THE CENTER OF THE INTERSECTION
 KV0087'OF MC CARTER HIGHWAY AND VANDERPOOL STREET, 51 1/2 FEET NORTHEAST
 KV0087'OF THE EXTENDED CENTERLINE OF POINTER STREET, SET VERTICALLY IN
 KV0087'THE NORTHWEST FACE OF THE MASONRY STONE RETAINING WALL ALONG THE
 KV0087'NORTHWEST SIDE OF THE PENNSYLVANIA RAILROAD, ABOUT 2.8 FEET
 KV0087'ABOVE THE LEVEL OF THE GROUND AND ABOUT 4 FEET ABOVE THE LEVEL
 KV0087'OF THE HIGHWAY.
 KV0087
 KV0087                          STATION RECOVERY (1984)
 KV0087
 KV0087'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1984
 KV0087'RECOVERED IN GOOD CONDITION.
 KV0087
 KV0087                          STATION RECOVERY (1995)
 KV0087
 KV0087'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0162 ***********************************************************************
 KV0162  DESIGNATION -  S 12
 KV0162  PID         -  KV0162
 KV0162  STATE/COUNTY-  NJ/PASSAIC
 KV0162  USGS QUAD   -  PATERSON (1995)
 KV0162
 KV0162                         *CURRENT SURVEY CONTROL
 KV0162  ___________________________________________________________________
 KV0162* NAD 83(1986)-  40 54 50.     (N)    074 10 16.     (W)     SCALED    
 KV0162* NAVD 88     -        32.824  (meters)     107.69   (feet)  ADJUSTED  
 KV0162  ___________________________________________________________________
 KV0162  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KV0162  DYNAMIC HT  -          32.810 (meters)     107.64  (feet)  COMP
 KV0162  MODELED GRAV-     980,209.6   (mgal)                       NAVD 88
 KV0162
 KV0162  VERT ORDER  -  FIRST     CLASS II
 KV0162
 KV0162.The horizontal coordinates were scaled from a topographic map and have
 KV0162.an estimated accuracy of +/- 6 seconds.
 KV0162
 KV0162.The orthometric height was determined by differential leveling
 KV0162.and adjusted by the National Geodetic Survey in June 1991..
 KV0162
 KV0162.The geoid height was determined by GEOID03.
 KV0162
 KV0162.The dynamic height is computed by dividing the NAVD 88
 KV0162.geopotential number by the normal gravity value computed on the
 KV0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0162.degrees latitude (g = 980.6199 gals.).
 KV0162
 KV0162.The modeled gravity was interpolated from observed gravity values.
 KV0162
 KV0162;                    North         East    Units  Estimated Accuracy
 KV0162;SPC NJ       -   231,040.      177,700.      MT  (+/- 180 meters Scaled)
 KV0162
 KV0162                          SUPERSEDED SURVEY CONTROL
 KV0162
 KV0162  NGVD 29 (??/??/??)   33.133  (m)          108.70   (f) ADJUSTED    1 2
 KV0162
 KV0162.Superseded values are not recommended for survey control.
 KV0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0162.See file dsdata.txt to determine how the superseded data were derived.
 KV0162
 KV0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL698295(NAD 83)
 KV0162_MARKER: DB = BENCH MARK DISK
 KV0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0162_SP_SET: BUILDING
 KV0162_STAMPING: 108.612 S 12 1933
 KV0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0162+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2006
 KV0162
 KV0162  HISTORY     - Date     Condition        Report By
 KV0162  HISTORY     - 1933     MONUMENTED       CGS
 KV0162  HISTORY     - 1944     GOOD             CGS
 KV0162  HISTORY     - 1979     GOOD             NGS
 KV0162  HISTORY     - 20060527 GOOD             GEOCAC
 KV0162
 KV0162                          STATION DESCRIPTION
 KV0162
 KV0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV0162'AT PATERSON.
 KV0162'AT PATERSON, PASSAIC COUNTY, ON HAMILTON STREET, IN THE FRONT
 KV0162'WALL OF THE FORMER POST OFFICE BUILDING NOW USED BY THE COUNTY,
 KV0162'ON THE WEST SIDE OF THE MAIN ENTRANCE, AND 1 FOOT 8-3/4 INCHES
 KV0162'ABOVE THE STONE PORCH.  A STANDARD DISK, STAMPED 108.612 S 12
 KV0162'1933 AND SET VERTICALLY.
 KV0162
 KV0162                          STATION RECOVERY (1979)
 KV0162
 KV0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0162'RECOVERED IN GOOD CONDITION.
 KV0162
 KV0162                          STATION RECOVERY (2006)
 KV0162
 KV0162'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0162'FOUND AS DESCRIBED.  HAND HELD GPS COORDINATES N 40 54 51.2 W 74 10
 KV0162'16.7.
 KV0162' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0678 ***********************************************************************
 LY0678  DESIGNATION -  S 13
 LY0678  PID         -  LY0678
 LY0678  STATE/COUNTY-  NJ/SUSSEX
 LY0678  USGS QUAD   -  FRANKLIN (1971)
 LY0678
 LY0678                         *CURRENT SURVEY CONTROL
 LY0678  ___________________________________________________________________
 LY0678* NAD 83(1986)-  41 06 23.     (N)    074 33 18.     (W)     SCALED    
 LY0678* NAVD 88     -       290.546  (meters)     953.23   (feet)  ADJUSTED  
 LY0678  ___________________________________________________________________
 LY0678  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LY0678  DYNAMIC HT  -         290.415 (meters)     952.80  (feet)  COMP
 LY0678  MODELED GRAV-     980,166.6   (mgal)                       NAVD 88
 LY0678
 LY0678  VERT ORDER  -  FIRST     CLASS II
 LY0678
 LY0678.The horizontal coordinates were scaled from a topographic map and have
 LY0678.an estimated accuracy of +/- 6 seconds.
 LY0678
 LY0678.The orthometric height was determined by differential leveling
 LY0678.and adjusted by the National Geodetic Survey in June 1991..
 LY0678
 LY0678.The geoid height was determined by GEOID03.
 LY0678
 LY0678.The dynamic height is computed by dividing the NAVD 88
 LY0678.geopotential number by the normal gravity value computed on the
 LY0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0678.degrees latitude (g = 980.6199 gals.).
 LY0678
 LY0678.The modeled gravity was interpolated from observed gravity values.
 LY0678
 LY0678;                    North         East    Units  Estimated Accuracy
 LY0678;SPC NJ       -   252,360.      145,380.      MT  (+/- 180 meters Scaled)
 LY0678
 LY0678                          SUPERSEDED SURVEY CONTROL
 LY0678
 LY0678  NGVD 29 (??/??/92)  290.730  (m)          953.84   (f) ADJ UNCH    1 2
 LY0678
 LY0678.Superseded values are not recommended for survey control.
 LY0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0678.See file dsdata.txt to determine how the superseded data were derived.
 LY0678
 LY0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL373506(NAD 83)
 LY0678_MARKER: DB = BENCH MARK DISK
 LY0678_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0678_SP_SET: BRIDGE
 LY0678_STAMPING: 953.837 S 13 1933
 LY0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0678
 LY0678  HISTORY     - Date     Condition        Report By
 LY0678  HISTORY     - 1933     MONUMENTED       CGS
 LY0678  HISTORY     - 1934     GOOD             NGS
 LY0678
 LY0678                          STATION DESCRIPTION
 LY0678
 LY0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0678'AT BEAVER LAKE.
 LY0678'AT BEAVER LAKE, SUSSEX COUNTY, ABOUT 980 FEET NORTH ALONG THE
 LY0678'NEW YORK, SUSQUEHANNA AND WESTERN RAILROAD FROM THE STATION, AT
 LY0678'THE NORTHERNMOST ONE OF THREE RAILROAD BRIDGES OVER A SMALL
 LY0678'STREAM, IN THE TOP OF THE NORTHEAST END OF THE EAST CONCRETE
 LY0678'ABUTMENT OF SMALL STEEL BRIDGE 53.79, 12 FEET NORTHWEST OF THE
 LY0678'CENTERLINE OF THE TRACK, AND ABOUT 2-1/2 FEET LOWER THAN THE TOP
 LY0678'OF THE RAIL.  A STANDARD DISK, STAMPED 953.837 S 13 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0730 ***********************************************************************
 LY0730  DESIGNATION -  S 14
 LY0730  PID         -  LY0730
 LY0730  STATE/COUNTY-  NJ/SUSSEX
 LY0730  USGS QUAD   -  FRANKLIN (1971)
 LY0730
 LY0730                         *CURRENT SURVEY CONTROL
 LY0730  ___________________________________________________________________
 LY0730* NAD 83(1986)-  41 03 21.     (N)    074 36 31.     (W)     SCALED    
 LY0730* NAVD 88     -       219.739  (meters)     720.93   (feet)  ADJUSTED  
 LY0730  ___________________________________________________________________
 LY0730  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 LY0730  DYNAMIC HT  -         219.641 (meters)     720.61  (feet)  COMP
 LY0730  MODELED GRAV-     980,173.2   (mgal)                       NAVD 88
 LY0730
 LY0730  VERT ORDER  -  SECOND    CLASS 0
 LY0730
 LY0730.The horizontal coordinates were scaled from a topographic map and have
 LY0730.an estimated accuracy of +/- 6 seconds.
 LY0730
 LY0730.The orthometric height was determined by differential leveling
 LY0730.and adjusted by the National Geodetic Survey in June 1991..
 LY0730
 LY0730.The geoid height was determined by GEOID03.
 LY0730
 LY0730.The dynamic height is computed by dividing the NAVD 88
 LY0730.geopotential number by the normal gravity value computed on the
 LY0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0730.degrees latitude (g = 980.6199 gals.).
 LY0730
 LY0730.The modeled gravity was interpolated from observed gravity values.
 LY0730
 LY0730;                    North         East    Units  Estimated Accuracy
 LY0730;SPC NJ       -   246,750.      140,870.      MT  (+/- 180 meters Scaled)
 LY0730
 LY0730                          SUPERSEDED SURVEY CONTROL
 LY0730
 LY0730  NGVD 29 (??/??/92)  219.930  (m)          721.55   (f) ADJ UNCH    2 0
 LY0730
 LY0730.Superseded values are not recommended for survey control.
 LY0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0730.See file dsdata.txt to determine how the superseded data were derived.
 LY0730
 LY0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL328450(NAD 83)
 LY0730_MARKER: DB = BENCH MARK DISK
 LY0730_SETTING: 80 = SET IN A BOULDER
 LY0730_SP_SET: BOULDER
 LY0730_STAMPING: S 14 1933 721.554
 LY0730_MARK LOGO: CGS   
 LY0730_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0730+STABILITY: SURFACE MOTION
 LY0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0730+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 LY0730
 LY0730  HISTORY     - Date     Condition        Report By
 LY0730  HISTORY     - 1933     MONUMENTED       CGS
 LY0730  HISTORY     - 1934     GOOD             NGS
 LY0730  HISTORY     - 19960312 GOOD             NJGS
 LY0730  HISTORY     - 20060520 GOOD             GEOCAC
 LY0730
 LY0730                          STATION DESCRIPTION
 LY0730
 LY0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0730'2 MI S FROM SOUTH OGDENSBURG.
 LY0730'2 MILES SOUTH ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0730'RAILROAD FROM SOUTH OGDENSBURG, SUSSEX COUNTY, 10 1/2 RAILS
 LY0730'SOUTH OF A GRADE CROSSING, AT THE MIDDLE OF A SMALL CUT, 6 FEET
 LY0730'WEST OF THE WEST RAIL, 40 FEET EAST OF A ROAD, OPPOSITE A LARGE
 LY0730'LONE OAK TREE EAST OF THE ROAD, IN THE TOP OF A SMALL ROUND
 LY0730'BOULDER, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.
 LY0730
 LY0730                          STATION RECOVERY (1996)
 LY0730
 LY0730'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (RJK)
 LY0730'THE STATION IS LOCATED IN SPARTA TOWNSHIP.  TO REACH THE STATION FROM
 LY0730'THE JUNCTION OF STATE ROUTE 181 AND COUNTY ROAD 517 (MAIN STREET)
 LY0730'PROCEED 0.5 MI (0.8 KM) NORTHEAST ON COUNTY ROAD 517 (MAIN STREET) TO
 LY0730'THE STATE ROUTE 15 BRIDGE SPANNING COUNTY ROAD 517, CONTINUE
 LY0730'NORTHEAST, AHEAD ON COUNTY ROAD 517 FOR ANOTHER 1.7 MI (2.7 KM) TO THE
 LY0730'STATION ON THE RIGHT,  LOCATED BETWEEN THE ROADWAY AND THE RAILROAD
 LY0730'TRACKS, 2.0 M (6.6 FT) NORTH OF THE NORTH RAIL OF TRACKS. 24 M (78.7
 LY0730'FT) EAST OF A VERY CONSPICUOUS 6 FT (1.8 M) DIAMETER OAK TREE NEAR THE
 LY0730'SIDE OF THE ROAD, ABOUT 1 FT (0.3 M) ABOVE THE TRACKS.
 LY0730
 LY0730                          STATION RECOVERY (2006)
 LY0730
 LY0730'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0730'HAND-HELD GPS COORDINATES.  N 41 03.407 W 074 36.487
 LY0730'FOUND BY DESCRIPTION. JUST NORTH OF 'A SMALL CUT'. OPPOSITE, AND A BIT
 LY0730'NORTH OF SPARTA MIDDLE SCHOOL. EAST OF COUNTY ROUTE 517.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1283 ***********************************************************************
 KV1283  DESIGNATION -  S 15
 KV1283  PID         -  KV1283
 KV1283  STATE/COUNTY-  NJ/WARREN
 KV1283  USGS QUAD   -  WASHINGTON (1976)
 KV1283
 KV1283                         *CURRENT SURVEY CONTROL
 KV1283  ___________________________________________________________________
 KV1283* NAD 83(1986)-  40 45 25.     (N)    074 57 55.     (W)     SCALED    
 KV1283* NAVD 88     -       147.957  (meters)     485.42   (feet)  ADJUSTED  
 KV1283  ___________________________________________________________________
 KV1283  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KV1283  DYNAMIC HT  -         147.890 (meters)     485.20  (feet)  COMP
 KV1283  MODELED GRAV-     980,168.9   (mgal)                       NAVD 88
 KV1283
 KV1283  VERT ORDER  -  SECOND    CLASS 0
 KV1283
 KV1283.The horizontal coordinates were scaled from a topographic map and have
 KV1283.an estimated accuracy of +/- 6 seconds.
 KV1283
 KV1283.The orthometric height was determined by differential leveling
 KV1283.and adjusted by the National Geodetic Survey in June 1991..
 KV1283
 KV1283.The geoid height was determined by GEOID03.
 KV1283
 KV1283.The dynamic height is computed by dividing the NAVD 88
 KV1283.geopotential number by the normal gravity value computed on the
 KV1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1283.degrees latitude (g = 980.6199 gals.).
 KV1283
 KV1283.The modeled gravity was interpolated from observed gravity values.
 KV1283
 KV1283;                    North         East    Units  Estimated Accuracy
 KV1283;SPC NJ       -   213,660.      110,710.      MT  (+/- 180 meters Scaled)
 KV1283
 KV1283                          SUPERSEDED SURVEY CONTROL
 KV1283
 KV1283  NGVD 29 (??/??/??)  148.183  (m)          486.16   (f) ADJUSTED    2 0
 KV1283
 KV1283.Superseded values are not recommended for survey control.
 KV1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1283.See file dsdata.txt to determine how the superseded data were derived.
 KV1283
 KV1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL029117(NAD 83)
 KV1283_MARKER: DB = BENCH MARK DISK
 KV1283_SETTING: 80 = SET IN A BOULDER
 KV1283_SP_SET: BOULDER
 KV1283_STAMPING: S 15 1933 486.164
 KV1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1283+STABILITY: SURFACE MOTION
 KV1283
 KV1283  HISTORY     - Date     Condition        Report By
 KV1283  HISTORY     - 1933     MONUMENTED       CGS
 KV1283  HISTORY     - 1942     GOOD             CGS
 KV1283
 KV1283                          STATION DESCRIPTION
 KV1283
 KV1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1283'NEAR WASHINGTON.
 KV1283'AT WASHINGTON, WARREN COUNTY, 20 RAILS SOUTH OF THE DELAWARE,
 KV1283'LACKAWANNA AND WESTERN RAILROAD STATION, 5 RAILS NORTH OF AN
 KV1283'OVERHEAD HIGHWAY CROSSING, 9 FEET WEST OF THE CENTERLINE OF THE
 KV1283'TRACK, IN THE TOP OF A SMALL LEDGE OF AN EMBEDDED BOULDER, AND
 KV1283'ABOUT LEVEL WITH THE TRACK.  NOTE-- THE DELAWARE, LACKAWANNA
 KV1283'AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE
 KV1283'ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0292 ***********************************************************************
 KV0292  DESIGNATION -  S 16
 KV0292  PID         -  KV0292
 KV0292  STATE/COUNTY-  NJ/HUDSON
 KV0292  USGS QUAD   -  JERSEY CITY (1981)
 KV0292
 KV0292                         *CURRENT SURVEY CONTROL
 KV0292  ___________________________________________________________________
 KV0292* NAD 83(1986)-  40 43 49.     (N)    074 02 40.     (W)     SCALED    
 KV0292* NAVD 88     -         4.177  (meters)      13.70   (feet)  ADJUSTED  
 KV0292  ___________________________________________________________________
 KV0292  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 KV0292  DYNAMIC HT  -           4.175 (meters)      13.70  (feet)  COMP
 KV0292  MODELED GRAV-     980,244.8   (mgal)                       NAVD 88
 KV0292
 KV0292  VERT ORDER  -  FIRST     CLASS II
 KV0292
 KV0292.The horizontal coordinates were scaled from a topographic map and have
 KV0292.an estimated accuracy of +/- 6 seconds.
 KV0292
 KV0292.The orthometric height was determined by differential leveling
 KV0292.and adjusted by the National Geodetic Survey in June 1991..
 KV0292
 KV0292.The geoid height was determined by GEOID03.
 KV0292
 KV0292.The dynamic height is computed by dividing the NAVD 88
 KV0292.geopotential number by the normal gravity value computed on the
 KV0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0292.degrees latitude (g = 980.6199 gals.).
 KV0292
 KV0292.The modeled gravity was interpolated from observed gravity values.
 KV0292
 KV0292;                    North         East    Units  Estimated Accuracy
 KV0292;SPC NJ       -   210,700.      188,480.      MT  (+/- 180 meters Scaled)
 KV0292
 KV0292                          SUPERSEDED SURVEY CONTROL
 KV0292
 KV0292  NGVD 29 (??/??/??)    4.520  (m)           14.83   (f) ADJUSTED    1 2
 KV0292
 KV0292.Superseded values are not recommended for survey control.
 KV0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0292.See file dsdata.txt to determine how the superseded data were derived.
 KV0292
 KV0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL806092(NAD 83)
 KV0292_MARKER: DB = BENCH MARK DISK
 KV0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0292_SP_SET: GUARD RAIL
 KV0292_STAMPING: S 16 1934
 KV0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0292
 KV0292  HISTORY     - Date     Condition        Report By
 KV0292  HISTORY     - 1934     MONUMENTED       CGS
 KV0292  HISTORY     - 1952     GOOD             CGS
 KV0292  HISTORY     - 1965     MARK NOT FOUND   CGS
 KV0292
 KV0292                          STATION DESCRIPTION
 KV0292
 KV0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0292'AT JERSEY CITY.
 KV0292'AT JERSEY CITY, ALONG U.S. HIGHWAYS 1 AND 9 (12TH STREET) AT
 KV0292'CROSSING OF JERSEY AVENUE, SET VERTICALLY IN THE SOUTHEAST END
 KV0292'OF THE SOUTHWEST HIGHWAY GUARD RAIL, 12 FEET NORTHEAST OF
 KV0292'CENTER LINE OF A STREET NORTHWEST PARALLEL TO HIGHWAY LEADING
 KV0292'TO TERMINAL AND REFRIGERATION COMPNAY AND ABOUT 2 1/2 FEET
 KV0292'ABOVE HIGHWAY.  BELIEVED TO HAVE BEEN DESTROYED BY HIGHWAY
 KV0292'CONSTRUCTION.
 KV0292
 KV0292                          STATION RECOVERY (1965)
 KV0292
 KV0292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1221 ***********************************************************************
 KV1221  DESIGNATION -  S 18
 KV1221  PID         -  KV1221
 KV1221  STATE/COUNTY-  NJ/MORRIS
 KV1221  USGS QUAD   -  STANHOPE (1981)
 KV1221
 KV1221                         *CURRENT SURVEY CONTROL
 KV1221  ___________________________________________________________________
 KV1221* NAD 83(1986)-  40 54 34.     (N)    074 40 32.     (W)     SCALED    
 KV1221* NAVD 88     -       281.037  (meters)     922.04   (feet)  ADJUSTED  
 KV1221  ___________________________________________________________________
 KV1221  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KV1221  DYNAMIC HT  -         280.908 (meters)     921.61  (feet)  COMP
 KV1221  MODELED GRAV-     980,157.2   (mgal)                       NAVD 88
 KV1221
 KV1221  VERT ORDER  -  SECOND    CLASS II
 KV1221
 KV1221.The horizontal coordinates were scaled from a topographic map and have
 KV1221.an estimated accuracy of +/- 6 seconds.
 KV1221
 KV1221.The orthometric height was determined by differential leveling
 KV1221.and adjusted by the National Geodetic Survey in June 1991..
 KV1221
 KV1221.The geoid height was determined by GEOID03.
 KV1221
 KV1221.The dynamic height is computed by dividing the NAVD 88
 KV1221.geopotential number by the normal gravity value computed on the
 KV1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1221.degrees latitude (g = 980.6199 gals.).
 KV1221
 KV1221.The modeled gravity was interpolated from observed gravity values.
 KV1221
 KV1221;                    North         East    Units  Estimated Accuracy
 KV1221;SPC NJ       -   230,510.      135,210.      MT  (+/- 180 meters Scaled)
 KV1221
 KV1221                          SUPERSEDED SURVEY CONTROL
 KV1221
 KV1221  NGVD 29 (??/??/??)  281.237  (m)          922.69   (f) ADJUSTED    2 0
 KV1221
 KV1221.Superseded values are not recommended for survey control.
 KV1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1221.See file dsdata.txt to determine how the superseded data were derived.
 KV1221
 KV1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL273287(NAD 83)
 KV1221_MARKER: DB = BENCH MARK DISK
 KV1221_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1221_SP_SET: ABUTMENT
 KV1221_STAMPING: S 18 1935
 KV1221_MARK LOGO: CGS   
 KV1221_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1221+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 KV1221
 KV1221  HISTORY     - Date     Condition        Report By
 KV1221  HISTORY     - 1935     MONUMENTED       CGS
 KV1221  HISTORY     - 19910710 SEE DESCRIPTION  NJGS
 KV1221  HISTORY     - 20020723 GOOD             NJGS
 KV1221
 KV1221                          STATION DESCRIPTION
 KV1221
 KV1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1221'4.9 MI NW FROM CHESTER.
 KV1221'4.9 MILES NORTHWEST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1221'RAILROAD FROM THE CROSSING OF THE CENTRAL RAILROAD CO. OF NEW
 KV1221'JERSEY TRACK AT CHESTER, MORRIS COUNTY, 500 FEET SOUTHEAST OF A
 KV1221'STATION HOUSE, AT THE CROSSING OF THE NORTH-AND-SOUTH AND THE
 KV1221'EAST-AND-WEST TRACKS, NEAR THE PROPERTY BELONGING TO THE STATION,
 KV1221'AT THE EAST ONE OF THE TWO HIGHWAY UNDERPASSES, AND IN THE TOP OF
 KV1221'THE NORTHWEST CORNER OF THE CONCRETE BASE.  A STANDARD DISK,
 KV1221'STAMPED S 18 1935.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN
 KV1221'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD
 KV1221'IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV1221
 KV1221                          STATION RECOVERY (1991)
 KV1221
 KV1221'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV1221'THE STATION WAS SEARCHED FOR AND NOT RECOVERED.  THE RAILROAD HAS BEEN
 KV1221'ABANDONED.  THE STATION IS CONSIDERED LOST.
 KV1221
 KV1221                          STATION RECOVERY (2002)
 KV1221
 KV1221'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 KV1221'THE STATION IS LOCATED IN ROXBURY TOWNSHIP.  TO REACH THE STATION FROM
 KV1221'THE JUNCTION
 KV1221'OF STATE HIGHWAT 183 AND ALLEN STREET (COUNTY RAOD 631) IN NETCONG, GO
 KV1221'1.8 MI
 KV1221'NORTHEAST ON ALLEN STREET TO THE RAILROAD BRIDGE,  PACK EAST ALONG A
 KV1221'DIRT DRIVE AT
 KV1221'THE BASE OF THE RAILROAD GRADE TO A PATH LEADING TO THE TOP OF THE
 KV1221'GRADE, GO RIGHT
 KV1221'NORTHWEST ALONG THE TOP TO THE BRIDGE AND THE STATION ON THE LEFT AND
 KV1221'THE DISK IN THE
 KV1221'NORTHWEST CORNER OF THE ABUTMENT, BEHIND A FENCE,  ABOUT SIX FEET
 KV1221'BELOW THE TOP OF
 KV1221'THE GRADE. OF THE FORMER RAILROAD BRIDGE SPANNING CENTER STREET
 KV1221'(COUNTY ROAD 631).
 KV1221'THE RAILROAD BRIDGE IS THE SECOND OF TWO CROSSING OVER CENTER STREET
 KV1221'TO THE
 KV1221'NORTHEAST.
 KV1221' 
 KV1221' 
 KV1221'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0917 ***********************************************************************
 KV0917  DESIGNATION -  S 19
 KV0917  PID         -  KV0917
 KV0917  STATE/COUNTY-  NJ/MONMOUTH
 KV0917  USGS QUAD   -  FARMINGDALE (1989)
 KV0917
 KV0917                         *CURRENT SURVEY CONTROL
 KV0917  ___________________________________________________________________
 KV0917* NAD 83(1986)-  40 09 31.     (N)    074 07 33.     (W)     SCALED    
 KV0917* NAVD 88     -        14.449  (meters)      47.40   (feet)  ADJUSTED  
 KV0917  ___________________________________________________________________
 KV0917  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV0917  DYNAMIC HT  -          14.443 (meters)      47.39  (feet)  COMP
 KV0917  MODELED GRAV-     980,175.7   (mgal)                       NAVD 88
 KV0917
 KV0917  VERT ORDER  -  FIRST     CLASS II
 KV0917
 KV0917.The horizontal coordinates were scaled from a topographic map and have
 KV0917.an estimated accuracy of +/- 6 seconds.
 KV0917
 KV0917.The orthometric height was determined by differential leveling
 KV0917.and adjusted by the National Geodetic Survey in June 1991..
 KV0917
 KV0917.The geoid height was determined by GEOID03.
 KV0917
 KV0917.The dynamic height is computed by dividing the NAVD 88
 KV0917.geopotential number by the normal gravity value computed on the
 KV0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0917.degrees latitude (g = 980.6199 gals.).
 KV0917
 KV0917.The modeled gravity was interpolated from observed gravity values.
 KV0917
 KV0917;                    North         East    Units  Estimated Accuracy
 KV0917;SPC NJ       -   147,190.      181,870.      MT  (+/- 180 meters Scaled)
 KV0917
 KV0917                          SUPERSEDED SURVEY CONTROL
 KV0917
 KV0917  NGVD 29 (01/10/92)   14.773  (m)           48.47   (f) ADJUSTED    1 2
 KV0917
 KV0917.Superseded values are not recommended for survey control.
 KV0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0917.See file dsdata.txt to determine how the superseded data were derived.
 KV0917
 KV0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK744457(NAD 83)
 KV0917_MARKER: DB = BENCH MARK DISK
 KV0917_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0917_SP_SET: STONE ARCH CULVERT
 KV0917_STAMPING: S 19 1935
 KV0917_MARK LOGO: CGS   
 KV0917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0917+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2002
 KV0917
 KV0917  HISTORY     - Date     Condition        Report By
 KV0917  HISTORY     - 1935     MONUMENTED       CGS
 KV0917  HISTORY     - 1953     GOOD             CGS
 KV0917  HISTORY     - 19890620 GOOD             NJGS
 KV0917  HISTORY     - 20020221 GOOD             INDIV
 KV0917
 KV0917                          STATION DESCRIPTION
 KV0917
 KV0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0917'1.8 MI NW FROM ALLENWOOD.
 KV0917'1.8 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV0917'STATION AT ALLENWOOD, MONMOUTH COUNTY, AT ALLAIRE, AT A BOY
 KV0917'SCOUT CAMP, AT CONCRETE ARCH BRIDGE 27.87, AND IN THE TOP OF THE
 KV0917'SOUTHEAST END.
 KV0917
 KV0917                          STATION RECOVERY (1953)
 KV0917
 KV0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 KV0917'RECOVERED IN GOOD CONDITION.
 KV0917
 KV0917                          STATION RECOVERY (1989)
 KV0917
 KV0917'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV0917'THE STATION IS IN WALL TOWNSHIP, ON THE TOP OF A STONE ARCH CULVERT
 KV0917'OF AN ABANDONED RAILROAD GRADE IN ALLAIR STATE PARK.  TO REACH THE
 KV0917'STATION FROM THE JUNCTION OF LAKEWOOD FARMINGDALE ROAD, COUNTY ROUTE
 KV0917'547 AND 524, AND INTERSTATE I195, EXIT 31, IN THE LOCALE KNOWN AS
 KV0917'SQUANKUM, WHICH IS ABOUT 3.2 KM (2.0 MI) SOUTH OF FARMINGDALE,
 KV0917'PROCEED 0.3 KM (0.2 MI) NORTH ON ROUTE 547 TO COUNTY ROUTE 524, TURN
 KV0917'RIGHT ON ROUTE 524 AND GO EAST 2.75 KM (1.71 MI) TO A PARK SERVICE
 KV0917'DIRT ROAD LEADING TO ALLAIR VILLAGE, TURN RIGHT AND GO SOUTHWEST 0.2
 KV0917'KM (0.1 MI) TO THE ABANDONED RAILROAD GRADE WITH A DIRT ROAD RUNNING
 KV0917'PARALELL TO IT AND A PARK SERVICE STEEL GATE ON THE RIGHT, GO 18.5 M
 KV0917'(60.7 FT) NORTHWEST ON THE DIRT ROAD FROM THE HINGED GATE POST TO THE
 KV0917'STATION ON THE LEFT, SET IN THE SOUTHEAST CORNER OF THE SOUTHWEST
 KV0917'STONE ARCH CULVERT OVER MILL RUN, A TRIBUTARY TO THE MANASQUAN RIVER,
 KV0917'3.8 M (12.5 FT) SOUTHWEST FROM A CARSONITE WITNESS POST, 6.5 M (21.3
 KV0917'FT) SOUTHWEST FROM THE CENTERLINE OF THE DIRT ROAD, 25.3 M (83.0 FT)
 KV0917'NORTHWEST FROM THE CENTERLINE OF THE PARK SERVICE ROAD, AND 1.0 M
 KV0917'(3.3 FT) BELOW THE GRADE OF THE DIRT ROAD.
 KV0917
 KV0917                          STATION RECOVERY (2002)
 KV0917
 KV0917'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (ML)
 KV0917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0998 ***********************************************************************
 KV0998  DESIGNATION -  S 2
 KV0998  PID         -  KV0998
 KV0998  STATE/COUNTY-  NJ/BURLINGTON
 KV0998  USGS QUAD   -  TRENTON EAST (1981)
 KV0998
 KV0998                         *CURRENT SURVEY CONTROL
 KV0998  ___________________________________________________________________
 KV0998* NAD 83(1986)-  40 08 48.     (N)    074 42 59.     (W)     SCALED    
 KV0998* NAVD 88     -         6.482  (meters)      21.27   (feet)  POSTED    
 KV0998  ___________________________________________________________________
 KV0998  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV0998  DYNAMIC HT  -           6.480 (meters)      21.26  (feet)  COMP
 KV0998  MODELED GRAV-     980,195.7   (mgal)                       NAVD 88
 KV0998
 KV0998  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KV0998
 KV0998.The horizontal coordinates were scaled from a topographic map and have
 KV0998.an estimated accuracy of +/- 6 seconds.
 KV0998
 KV0998.The orthometric height was determined by differential leveling
 KV0998.and adjusted by the National Geodetic Survey in 1992..
 KV0998.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KV0998.rate of 1.1 thru 2.0 mm/km.
 KV0998
 KV0998.The geoid height was determined by GEOID03.
 KV0998
 KV0998.The dynamic height is computed by dividing the NAVD 88
 KV0998.geopotential number by the normal gravity value computed on the
 KV0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0998.degrees latitude (g = 980.6199 gals.).
 KV0998
 KV0998.The modeled gravity was interpolated from observed gravity values.
 KV0998
 KV0998;                    North         East    Units  Estimated Accuracy
 KV0998;SPC NJ       -   145,820.      131,560.      MT  (+/- 180 meters Scaled)
 KV0998
 KV0998                          SUPERSEDED SURVEY CONTROL
 KV0998
 KV0998  NGVD 29 (??/??/??)    6.835  (m)           22.42   (f) ADJUSTED    1 2
 KV0998
 KV0998.Superseded values are not recommended for survey control.
 KV0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0998.See file dsdata.txt to determine how the superseded data were derived.
 KV0998
 KV0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK241440(NAD 83)
 KV0998_MARKER: DB = BENCH MARK DISK
 KV0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0998_STAMPING: S 2 1924 22.424
 KV0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0998+STABILITY: SURFACE MOTION
 KV0998
 KV0998  HISTORY     - Date     Condition        Report By
 KV0998  HISTORY     - 1924     MONUMENTED       CGS
 KV0998  HISTORY     - 1956     GOOD             CGS
 KV0998
 KV0998                          STATION DESCRIPTION
 KV0998
 KV0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0998'AT BORDENTOWN.
 KV0998'AT BORDENTOWN, ALONG THE PENNSYLVANIA RAILROAD, NEAR THE STATION,
 KV0998'48.5 FEET NORTHWEST AND ACROSS THE TRACK FROM THE NORTHWEST
 KV0998'CORNER OF THE STATION, 27.1 FEET WEST AND ACROSS THE TRACK FROM
 KV0998'THE MOST NORTHERN ONE OF IRON POST SUPPORTING THE STATION PLATFORM
 KV0998'COVER, 7.1 FEET WEST OF THE WEST RAIL AND 1-FOOT LOWER THAN THE
 KV0998'TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES.
 KV0998'NOTE-- MARK SET ON FILL BUT APPEARS TO BE SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0591 ***********************************************************************
 JU0591  DESIGNATION -  S 21
 JU0591  PID         -  JU0591
 JU0591  STATE/COUNTY-  NJ/BURLINGTON
 JU0591  USGS QUAD   -  CHATSWORTH (1957)
 JU0591
 JU0591                         *CURRENT SURVEY CONTROL
 JU0591  ___________________________________________________________________
 JU0591* NAD 83(1986)-  39 47 50.     (N)    074 34 44.     (W)     SCALED    
 JU0591* NAVD 88     -        29.481  (meters)      96.72   (feet)  ADJUSTED  
 JU0591  ___________________________________________________________________
 JU0591  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU0591  DYNAMIC HT  -          29.467 (meters)      96.68  (feet)  COMP
 JU0591  MODELED GRAV-     980,161.3   (mgal)                       NAVD 88
 JU0591
 JU0591  VERT ORDER  -  SECOND    CLASS 0
 JU0591
 JU0591.The horizontal coordinates were scaled from a topographic map and have
 JU0591.an estimated accuracy of +/- 6 seconds.
 JU0591
 JU0591.The orthometric height was determined by differential leveling
 JU0591.and adjusted by the National Geodetic Survey in June 1991..
 JU0591
 JU0591.The geoid height was determined by GEOID03.
 JU0591
 JU0591.The dynamic height is computed by dividing the NAVD 88
 JU0591.geopotential number by the normal gravity value computed on the
 JU0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0591.degrees latitude (g = 980.6199 gals.).
 JU0591
 JU0591.The modeled gravity was interpolated from observed gravity values.
 JU0591
 JU0591;                    North         East    Units  Estimated Accuracy
 JU0591;SPC NJ       -   107,010.      143,240.      MT  (+/- 180 meters Scaled)
 JU0591
 JU0591                          SUPERSEDED SURVEY CONTROL
 JU0591
 JU0591  NGVD 29 (??/??/??)   29.860  (m)           97.97   (f) ADJUSTED    2 0
 JU0591
 JU0591.Superseded values are not recommended for survey control.
 JU0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0591.See file dsdata.txt to determine how the superseded data were derived.
 JU0591
 JU0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK360053(NAD 83)
 JU0591_MARKER: DB = BENCH MARK DISK
 JU0591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0591_SP_SET: CONCRETE BASE
 JU0591_STAMPING: S 21 1935
 JU0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0591
 JU0591  HISTORY     - Date     Condition        Report By
 JU0591  HISTORY     - 1935     MONUMENTED       CGS
 JU0591  HISTORY     - 1938     GOOD             CGS
 JU0591  HISTORY     - 1947     GOOD             CGS
 JU0591  HISTORY     - 19950303 MARK NOT FOUND   NJGS
 JU0591
 JU0591                          STATION DESCRIPTION
 JU0591
 JU0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JU0591'2.6 MI SW FROM CHATSWORTH.
 JU0591'2.6 MILES SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 JU0591'FROM THE STATION AT CHATSWORTH, BURLINGTON COUNTY, ABOUT 0.2
 JU0591'MILE NORTHEAST OF THE STATION SHED AT PINT CREST, ABOUT 7 RAILS
 JU0591'NORTHEAST OF MILEPOST 87, AT SEMAPHORE R 862, IN THE NORTH END OF
 JU0591'THE WEST FACE OF THE CONCRETE BASE, ABOUT 5 INCHES ABOVE GROUND,
 JU0591'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 JU0591'STAMPED S 21 1935 AND SET VERTICALLY.
 JU0591
 JU0591                          STATION RECOVERY (1947)
 JU0591
 JU0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JU0591'RECOVERED IN GOOD CONDITION.
 JU0591
 JU0591                          STATION RECOVERY (1995)
 JU0591
 JU0591'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0591'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0591'SEARCH BY A TWO MAN PARTY.  REMAINS OF ELECTRIC CABLES WERE FOUND IN
 JU0591'THE APPROXIMATE AREA OF THE STATION.  THE SEMAPHORE BASE WAS NOT
 JU0591'FOUND.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1245 ***********************************************************************
 KV1245  DESIGNATION -  S 22
 KV1245  PID         -  KV1245
 KV1245  STATE/COUNTY-  NJ/WARREN
 KV1245  USGS QUAD   -  BLAIRSTOWN (1971)
 KV1245
 KV1245                         *CURRENT SURVEY CONTROL
 KV1245  ___________________________________________________________________
 KV1245* NAD 83(1986)-  40 53 39.     (N)    074 57 14.     (W)     SCALED    
 KV1245* NAVD 88     -       237.163  (meters)     778.09   (feet)  ADJUSTED  
 KV1245  ___________________________________________________________________
 KV1245  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KV1245  DYNAMIC HT  -         237.057 (meters)     777.74  (feet)  COMP
 KV1245  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 KV1245
 KV1245  VERT ORDER  -  SECOND    CLASS 0
 KV1245
 KV1245.The horizontal coordinates were scaled from a topographic map and have
 KV1245.an estimated accuracy of +/- 6 seconds.
 KV1245
 KV1245.The orthometric height was determined by differential leveling
 KV1245.and adjusted by the National Geodetic Survey in June 1991..
 KV1245
 KV1245.The geoid height was determined by GEOID03.
 KV1245
 KV1245.The dynamic height is computed by dividing the NAVD 88
 KV1245.geopotential number by the normal gravity value computed on the
 KV1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1245.degrees latitude (g = 980.6199 gals.).
 KV1245
 KV1245.The modeled gravity was interpolated from observed gravity values.
 KV1245
 KV1245;                    North         East    Units  Estimated Accuracy
 KV1245;SPC NJ       -   228,900.      111,760.      MT  (+/- 180 meters Scaled)
 KV1245
 KV1245                          SUPERSEDED SURVEY CONTROL
 KV1245
 KV1245  NGVD 29 (??/??/??)  237.371  (m)          778.77   (f) ADJUSTED    2 0
 KV1245
 KV1245.Superseded values are not recommended for survey control.
 KV1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1245.See file dsdata.txt to determine how the superseded data were derived.
 KV1245
 KV1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL038270(NAD 83)
 KV1245_MARKER: DB = BENCH MARK DISK
 KV1245_SETTING: 80 = SET IN A BOULDER
 KV1245_SP_SET: BOULDER
 KV1245_STAMPING: S 22 1942
 KV1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1245+STABILITY: SURFACE MOTION
 KV1245
 KV1245  HISTORY     - Date     Condition        Report By
 KV1245  HISTORY     - 1942     MONUMENTED       CGS
 KV1245  HISTORY     - 1978     GOOD             LOCENG
 KV1245
 KV1245                          STATION DESCRIPTION
 KV1245
 KV1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1245'0.3 MI SW FROM GREAT MEADOWS.
 KV1245'3.0 MILES NORTHWEST ALONG A MACADAM ROAD FROM THE JUNCTION OF
 KV1245'U.S. HIGHWAY 43, 0.3 MILE SOUTHWEST OF THE POST OFFICE AT GREAT
 KV1245'MEADOWS, WARREN COUNTY, 250 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 KV1245'OF A 2-STORY WHITE HOUSE, 155 FEET SOUTHEAST OF A DRIVEWAY
 KV1245'LEADING TO THE HOUSE 18 FEET NORTHEAST OF THE CENTERLINE OF THE
 KV1245'ROAD, 5.5 FEET SOUTH OF A WIRE FENCE, ABOUT 2 FEET HIGHER THAN THE
 KV1245'ROAD.
 KV1245
 KV1245                          STATION RECOVERY (1978)
 KV1245
 KV1245'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 KV1245'ADDITON TO DESCRIPTION-- 73.3 FT. NORTHEAST OF TACK IN POLE NO.
 KV1245'NJ-410-HP, 5B, 45. 134.1 FT. SOUTHEAST OF TACK IN POLE NO. 9, 44.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1240 ***********************************************************************
 KV1240  DESIGNATION -  S 23
 KV1240  PID         -  KV1240
 KV1240  STATE/COUNTY-  NJ/WARREN
 KV1240  USGS QUAD   -  BLAIRSTOWN (1971)
 KV1240
 KV1240                         *CURRENT SURVEY CONTROL
 KV1240  ___________________________________________________________________
 KV1240* NAD 83(1986)-  40 56 33.     (N)    074 57 59.     (W)     SCALED    
 KV1240* NAVD 88     -       152.450  (meters)     500.16   (feet)  ADJUSTED  
 KV1240  ___________________________________________________________________
 KV1240  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KV1240  DYNAMIC HT  -         152.383 (meters)     499.94  (feet)  COMP
 KV1240  MODELED GRAV-     980,181.2   (mgal)                       NAVD 88
 KV1240
 KV1240  VERT ORDER  -  SECOND    CLASS 0
 KV1240
 KV1240.The horizontal coordinates were scaled from a topographic map and have
 KV1240.an estimated accuracy of +/- 6 seconds.
 KV1240
 KV1240.The orthometric height was determined by differential leveling
 KV1240.and adjusted by the National Geodetic Survey in June 1991..
 KV1240
 KV1240.The geoid height was determined by GEOID03.
 KV1240
 KV1240.The dynamic height is computed by dividing the NAVD 88
 KV1240.geopotential number by the normal gravity value computed on the
 KV1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1240.degrees latitude (g = 980.6199 gals.).
 KV1240
 KV1240.The modeled gravity was interpolated from observed gravity values.
 KV1240
 KV1240;                    North         East    Units  Estimated Accuracy
 KV1240;SPC NJ       -   234,270.      110,730.      MT  (+/- 180 meters Scaled)
 KV1240
 KV1240                          SUPERSEDED SURVEY CONTROL
 KV1240
 KV1240  NGVD 29 (??/??/??)  152.651  (m)          500.82   (f) ADJUSTED    2 0
 KV1240
 KV1240.Superseded values are not recommended for survey control.
 KV1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1240.See file dsdata.txt to determine how the superseded data were derived.
 KV1240
 KV1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL028323(NAD 83)
 KV1240_MARKER: DB = BENCH MARK DISK
 KV1240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1240_SP_SET: BRIDGE ABUTMENT
 KV1240_STAMPING: S 23 1942
 KV1240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1240
 KV1240  HISTORY     - Date     Condition        Report By
 KV1240  HISTORY     - 1942     MONUMENTED       CGS
 KV1240  HISTORY     - 19950910 GOOD             USPSQD
 KV1240  HISTORY     - 20050220 GOOD             GEOCAC
 KV1240
 KV1240                          STATION DESCRIPTION
 KV1240
 KV1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1240'2.8 MI N FROM HOPE.
 KV1240'2.8 MILES NORTH ALONG STATE HIGHWAY 543 FROM THE POST OFFICE AT
 KV1240'HOPE, WARREN COUNTY, 150 FEET SOUTH OF A DIRT ROAD LEADING TO A
 KV1240'2-STORY WHITE HOUSE, 26.8 FEET WEST OF THE CENTER OF A WYE
 KV1240'JUNCTION, AT A CONCRETE BRIDGE, IN THE SOUTHWEST WING WALL OF THE
 KV1240'SOUTH ABUTMENT, 16.9 FEET SOUTHWEST OF THE CENTERLINE OF THE
 KV1240'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 KV1240
 KV1240                          STATION RECOVERY (1995)
 KV1240
 KV1240'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1240'RECOVERED IN GOOD CONDITION.
 KV1240
 KV1240                          STATION RECOVERY (2005)
 KV1240
 KV1240'RECOVERY NOTE BY GEOCACHING 2005 (JRI)
 KV1240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1297 ***********************************************************************
 KV1297  DESIGNATION -  S 24
 KV1297  PID         -  KV1297
 KV1297  STATE/COUNTY-  NJ/MORRIS
 KV1297  USGS QUAD   -  CHESTER (1981)
 KV1297
 KV1297                         *CURRENT SURVEY CONTROL
 KV1297  ___________________________________________________________________
 KV1297* NAD 83(1986)-  40 49 08.     (N)    074 42 39.     (W)     SCALED    
 KV1297* NAVD 88     -       185.553  (meters)     608.77   (feet)  ADJUSTED  
 KV1297  ___________________________________________________________________
 KV1297  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV1297  DYNAMIC HT  -         185.468 (meters)     608.49  (feet)  COMP
 KV1297  MODELED GRAV-     980,162.4   (mgal)                       NAVD 88
 KV1297
 KV1297  VERT ORDER  -  SECOND    CLASS 0
 KV1297
 KV1297.The horizontal coordinates were scaled from a topographic map and have
 KV1297.an estimated accuracy of +/- 6 seconds.
 KV1297
 KV1297.The orthometric height was determined by differential leveling
 KV1297.and adjusted by the National Geodetic Survey in June 1991..
 KV1297
 KV1297.The geoid height was determined by GEOID03.
 KV1297
 KV1297.The dynamic height is computed by dividing the NAVD 88
 KV1297.geopotential number by the normal gravity value computed on the
 KV1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1297.degrees latitude (g = 980.6199 gals.).
 KV1297
 KV1297.The modeled gravity was interpolated from observed gravity values.
 KV1297
 KV1297;                    North         East    Units  Estimated Accuracy
 KV1297;SPC NJ       -   220,460.      132,220.      MT  (+/- 180 meters Scaled)
 KV1297
 KV1297                          SUPERSEDED SURVEY CONTROL
 KV1297
 KV1297  NGVD 29 (??/??/??)  185.779  (m)          609.51   (f) ADJUSTED    2 0
 KV1297
 KV1297.Superseded values are not recommended for survey control.
 KV1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1297.See file dsdata.txt to determine how the superseded data were derived.
 KV1297
 KV1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL243186(NAD 83)
 KV1297_MARKER: DB = BENCH MARK DISK
 KV1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1297_STAMPING: S 24 1942
 KV1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1297+STABILITY: SURFACE MOTION
 KV1297
 KV1297  HISTORY     - Date     Condition        Report By
 KV1297  HISTORY     - 1942     MONUMENTED       CGS
 KV1297  HISTORY     - 1954     MARK NOT FOUND   CGS
 KV1297
 KV1297                          STATION DESCRIPTION
 KV1297
 KV1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1297'6 MI SE FROM NETCONG.
 KV1297'6.0 MILES SOUTHEAST ALONG STATE HIGHWAY 31 FROM THE DELAWARE,
 KV1297'LACKAWANNA AND WESTERN RAILROAD STATION AT NETCONG, MORRIS
 KV1297'COUNTY, 37.5 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 KV1297'14.6 FEET SOUTH OF THE CENTERLINE OF A FARM ROAD, 3.4 FEET
 KV1297'SOUTHEAST OF A POWER-TRANSMISSION LINE POLE, 3 FEET NORTHWEST
 KV1297'OF A WIRE FENCE, AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.
 KV1297
 KV1297                          STATION RECOVERY (1954)
 KV1297
 KV1297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KV1297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1350 ***********************************************************************
 KV1350  DESIGNATION -  S 25
 KV1350  PID         -  KV1350
 KV1350  STATE/COUNTY-  NJ/SOMERSET
 KV1350  USGS QUAD   -  GLADSTONE (1995)
 KV1350
 KV1350                         *CURRENT SURVEY CONTROL
 KV1350  ___________________________________________________________________
 KV1350* NAD 83(1986)-  40 39 55.     (N)    074 43 18.     (W)     SCALED    
 KV1350* NAVD 88     -        50.284  (meters)     164.97   (feet)  ADJUSTED  
 KV1350  ___________________________________________________________________
 KV1350  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KV1350  DYNAMIC HT  -          50.262 (meters)     164.90  (feet)  COMP
 KV1350  MODELED GRAV-     980,183.3   (mgal)                       NAVD 88
 KV1350
 KV1350  VERT ORDER  -  SECOND    CLASS 0
 KV1350
 KV1350.The horizontal coordinates were scaled from a topographic map and have
 KV1350.an estimated accuracy of +/- 6 seconds.
 KV1350
 KV1350.The orthometric height was determined by differential leveling
 KV1350.and adjusted by the National Geodetic Survey in June 1991..
 KV1350
 KV1350.The geoid height was determined by GEOID03.
 KV1350
 KV1350.The dynamic height is computed by dividing the NAVD 88
 KV1350.geopotential number by the normal gravity value computed on the
 KV1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1350.degrees latitude (g = 980.6199 gals.).
 KV1350
 KV1350.The modeled gravity was interpolated from observed gravity values.
 KV1350
 KV1350;                    North         East    Units  Estimated Accuracy
 KV1350;SPC NJ       -   203,400.      131,260.      MT  (+/- 180 meters Scaled)
 KV1350
 KV1350                          SUPERSEDED SURVEY CONTROL
 KV1350
 KV1350  NGVD 29 (??/??/??)   50.522  (m)          165.75   (f) ADJUSTED    2 0
 KV1350
 KV1350.Superseded values are not recommended for survey control.
 KV1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1350.See file dsdata.txt to determine how the superseded data were derived.
 KV1350
 KV1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL235016(NAD 83)
 KV1350_MARKER: DB = BENCH MARK DISK
 KV1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1350_SP_SET: CONCRETE POST
 KV1350_STAMPING: S 25 1942
 KV1350_MARK LOGO: CGS   
 KV1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1350+STABILITY: SURFACE MOTION
 KV1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1350+SATELLITE: SATELLITE OBSERVATIONS - December 14, 1989
 KV1350
 KV1350  HISTORY     - Date     Condition        Report By
 KV1350  HISTORY     - 1942     MONUMENTED       CGS
 KV1350  HISTORY     - 19891214 GOOD             NJGS
 KV1350  HISTORY     - 20060830 GOOD             GEOCAC
 KV1350
 KV1350                          STATION DESCRIPTION
 KV1350
 KV1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1350'3.6 MI S FROM POTTERSVILLE.
 KV1350'3.6 MILES SOUTH ALONG A MACADAM ROAD FROM THE POTTERSVILLE
 KV1350'REFORMED CHURCH AT POTTERSVILLE, SOMERSET COUNTY, 30.6 FEET
 KV1350'NORTHWEST OF POLE 70268-BDR, 37.7 FEET WEST OF THE CENTERLINE
 KV1350'OF THE ROAD, 39 FEET NORTHWEST OF A CEDAR TREE, 2 FEET EAST OF
 KV1350'A WIRE FENCE PARALLELING THE ROAD, NEAR A WHITE WOODEN WITNESS POST
 KV1350'PAINTED USBM, AND ABOUT 2.5 FEET HIGHER THAN THE ROAD.
 KV1350
 KV1350                          STATION RECOVERY (1989)
 KV1350
 KV1350'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV1350'THE STATION IS LOCATED IN BEDMINSTER TOWNSHIP, ON THE WEST SIDE OF
 KV1350'BLACK RIVER ROAD.  TO REACH THE STATION FROM THE JUNCTION OF
 KV1350'RATTLESNAKE BRIDGE ROAD, COUNTY ROAD 665, SPUR 523 AND INTERSTATE
 KV1350'HIGHWAY I-78, EXIT 26, GO 2.56 KM (1.59 MI) NORTH NORTHWEST ON ROUTE
 KV1350'665 TO THE JUNCTION WITH LAMINGTON ROAD, COUNTY ROAD 523, TURN RIGHT
 KV1350'AND GO 0.08 KM (0.05 MI) EAST TO THE JUNCTION WITH BLACK RIVER ROAD,
 KV1350'TURN LEFT AND GO 0.40 KM (0.25 MI) NORTH ON BLACK RIVER ROAD TO A
 KV1350'WITNESS POST AND THE STATION ON THE LEFT.  TO REACH THE STATION FROM
 KV1350'THE POTTERSVILLE REFORMED CHURCH AT THE JUNCTION OF POTTERSVILLE ROAD
 KV1350', COUNTY ROAD 512 AND BLACK RIVER ROAD, IN POTTERSVILLE, GO 5.92 KM
 KV1350'(3.68 MI) SOUTH ON BLACK RIVER ROAD TO A WITNESS POST AND THE STATION
 KV1350'ON THE RIGHT.  IT IS 0.8 M (2.62 FT) EAST OF A WIRE FENCE, 8.7 M
 KV1350'(28.54 FT) WEST OF THE EDGE OF PAVING, 12.0 M (39.37 FT) WEST OF THE
 KV1350'ROAD CENTERLINE, 6.15 M (20.18 FT) SOUTH OF AN 8 INCH DIAMETER TREE,
 KV1350'40.55 M (133.04 FT) SOUTH SOUTHWEST OF POLE NJT 16, 8.4 M (27.56 FT)
 KV1350'NORTHWEST OF POLE NJT 15, 11.9 M (39.04 FT) NORTH NORTHWEST OF AN 18
 KV1350'INCH CEDAR TREE, 76.1 M (249.67 FT) NORTH OF SOMERSET COUNTY GPS
 KV1350'MONUMENT NUMBER 130 AND 2.5 M (8.20 FT) EAST OF A WITNESS POST.  THE
 KV1350'STATION IS FLUSH WITH THE GROUND.
 KV1350
 KV1350                          STATION RECOVERY (2006)
 KV1350
 KV1350'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KV1350'HH2 N 40 39 55.0 W 074 43 18.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0545 ***********************************************************************
 KV0545  DESIGNATION -  S 26
 KV0545  PID         -  KV0545
 KV0545  STATE/COUNTY-  NJ/MIDDLESEX
 KV0545  USGS QUAD   -  PLAINFIELD (1995)
 KV0545
 KV0545                         *CURRENT SURVEY CONTROL
 KV0545  ___________________________________________________________________
 KV0545* NAD 83(1986)-  40 34 53.     (N)    074 26 22.     (W)     SCALED    
 KV0545* NAVD 88     -        17.783  (meters)      58.34   (feet)  ADJUSTED  
 KV0545  ___________________________________________________________________
 KV0545  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KV0545  DYNAMIC HT  -          17.775 (meters)      58.32  (feet)  COMP
 KV0545  MODELED GRAV-     980,192.0   (mgal)                       NAVD 88
 KV0545
 KV0545  VERT ORDER  -  FIRST     CLASS II
 KV0545
 KV0545.The horizontal coordinates were scaled from a topographic map and have
 KV0545.an estimated accuracy of +/- 6 seconds.
 KV0545
 KV0545.The orthometric height was determined by differential leveling
 KV0545.and adjusted by the National Geodetic Survey in June 1991..
 KV0545
 KV0545.The geoid height was determined by GEOID03.
 KV0545
 KV0545.The dynamic height is computed by dividing the NAVD 88
 KV0545.geopotential number by the normal gravity value computed on the
 KV0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0545.degrees latitude (g = 980.6199 gals.).
 KV0545
 KV0545.The modeled gravity was interpolated from observed gravity values.
 KV0545
 KV0545;                    North         East    Units  Estimated Accuracy
 KV0545;SPC NJ       -   194,070.      155,130.      MT  (+/- 180 meters Scaled)
 KV0545
 KV0545                          SUPERSEDED SURVEY CONTROL
 KV0545
 KV0545  NGVD 29 (01/10/92)   18.074  (m)           59.30   (f) ADJUSTED    1 2
 KV0545
 KV0545.Superseded values are not recommended for survey control.
 KV0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0545.See file dsdata.txt to determine how the superseded data were derived.
 KV0545
 KV0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK474924(NAD 83)
 KV0545_MARKER: DB = BENCH MARK DISK
 KV0545_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KV0545_SP_SET: BRIDGE WINGWALL
 KV0545_STAMPING: S 26 1942
 KV0545_MARK LOGO: CGS   
 KV0545_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0545+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1997
 KV0545
 KV0545  HISTORY     - Date     Condition        Report By
 KV0545  HISTORY     - 1942     MONUMENTED       CGS
 KV0545  HISTORY     - 1971     GOOD             USGS
 KV0545  HISTORY     - 1978     GOOD             NGS
 KV0545  HISTORY     - 19970707 GOOD             NJGS
 KV0545
 KV0545                          STATION DESCRIPTION
 KV0545
 KV0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV0545'1.1 MI E FROM NEW MARKET.
 KV0545'1.1 MILES EAST ALONG THE LEHIGH VALLEY RAILROAD FROM THE STATION
 KV0545'AT NEW MARKET, MIDDLESEX COUNTY, NEAR MILEPOST 28, 80 YARDS NORTH
 KV0545'OF A TAR-ROAD CROSSING, AT THE NORTHWEST CORNER OF THE HARRIS
 KV0545'STEEL CO. PROPERTY, AT A CONCRETE HIGHWAY BRIDGE, OVER A STREAM,
 KV0545'IN THE TOP OF THE SOUTHEAST WING WALL, AND ABOUT LEVEL WITH THE
 KV0545'HIGHWAY.
 KV0545
 KV0545                          STATION RECOVERY (1971)
 KV0545
 KV0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KV0545'RECOVERED IN GOOD CONDITION.
 KV0545
 KV0545                          STATION RECOVERY (1978)
 KV0545
 KV0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0545'RECOVERED IN GOOD CONDITION.
 KV0545
 KV0545                          STATION RECOVERY (1997)
 KV0545
 KV0545'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 KV0545'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1376 ***********************************************************************
 KV1376  DESIGNATION -  S 27
 KV1376  PID         -  KV1376
 KV1376  STATE/COUNTY-  NJ/HUNTERDON
 KV1376  USGS QUAD   -  PITTSTOWN (1970)
 KV1376
 KV1376                         *CURRENT SURVEY CONTROL
 KV1376  ___________________________________________________________________
 KV1376* NAD 83(1986)-  40 30 38.     (N)    074 58 25.     (W)     SCALED    
 KV1376* NAVD 88     -       162.323  (meters)     532.55   (feet)  ADJUSTED  
 KV1376  ___________________________________________________________________
 KV1376  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KV1376  DYNAMIC HT  -         162.243 (meters)     532.29  (feet)  COMP
 KV1376  MODELED GRAV-     980,128.9   (mgal)                       NAVD 88
 KV1376
 KV1376  VERT ORDER  -  SECOND    CLASS 0
 KV1376
 KV1376.The horizontal coordinates were scaled from a topographic map and have
 KV1376.an estimated accuracy of +/- 6 seconds.
 KV1376
 KV1376.The orthometric height was determined by differential leveling
 KV1376.and adjusted by the National Geodetic Survey in June 1991..
 KV1376
 KV1376.The geoid height was determined by GEOID03.
 KV1376
 KV1376.The dynamic height is computed by dividing the NAVD 88
 KV1376.geopotential number by the normal gravity value computed on the
 KV1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1376.degrees latitude (g = 980.6199 gals.).
 KV1376
 KV1376.The modeled gravity was interpolated from observed gravity values.
 KV1376
 KV1376;                    North         East    Units  Estimated Accuracy
 KV1376;SPC NJ       -   186,310.      109,860.      MT  (+/- 180 meters Scaled)
 KV1376
 KV1376                          SUPERSEDED SURVEY CONTROL
 KV1376
 KV1376  NGVD 29 (??/??/??)  162.574  (m)          533.38   (f) ADJUSTED    2 0
 KV1376
 KV1376.Superseded values are not recommended for survey control.
 KV1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1376.See file dsdata.txt to determine how the superseded data were derived.
 KV1376
 KV1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK022844(NAD 83)
 KV1376_MARKER: DB = BENCH MARK DISK
 KV1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1376_STAMPING: S 27 1942
 KV1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1376+STABILITY: SURFACE MOTION
 KV1376
 KV1376  HISTORY     - Date     Condition        Report By
 KV1376  HISTORY     - 1942     MONUMENTED       CGS
 KV1376  HISTORY     - 1956     GOOD             CGS
 KV1376  HISTORY     - 19950909 GOOD             USPSQD
 KV1376
 KV1376                          STATION DESCRIPTION
 KV1376
 KV1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1376'2 MI E FROM BAPTISTOWN.
 KV1376'1.95 MILES EAST ALONG STATE HIGHWAY 12 FROM THE INTERSECTION
 KV1376'OF COUNTY ROAD NO. 519 AT BAPTISTOWN, AT THE Y JUNCTION OF A DIM
 KV1376'ROAD LEADING SOUTHWEST, IN LINE WITH A ROW OF TELEPHONE POLES,
 KV1376'72.4 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 51.2 FEET
 KV1376'SOUTHEAST OF THE EAST END OF A 16-INCH CORRUGATED METAL PIPE
 KV1376'CULVERT UNDER THE ROAD, 2 FEET WEST OF TELEPHONE POLE NO. 259,
 KV1376'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 KV1376'POST PROJECTING 3-INCHES.
 KV1376
 KV1376                          STATION RECOVERY (1995)
 KV1376
 KV1376'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1200 ***********************************************************************
 KV1200  DESIGNATION -  S 28
 KV1200  PID         -  KV1200
 KV1200  STATE/COUNTY-  NJ/HUNTERDON
 KV1200  USGS QUAD   -  HIGH BRIDGE (1970)
 KV1200
 KV1200                         *CURRENT SURVEY CONTROL
 KV1200  ___________________________________________________________________
 KV1200* NAD 83(1986)-  40 38 41.     (N)    074 52 43.     (W)     SCALED    
 KV1200* NAVD 88     -       105.184  (meters)     345.09   (feet)  ADJUSTED  
 KV1200  ___________________________________________________________________
 KV1200  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KV1200  DYNAMIC HT  -         105.135 (meters)     344.93  (feet)  COMP
 KV1200  MODELED GRAV-     980,163.5   (mgal)                       NAVD 88
 KV1200  OBS GRAVITY -     980,166.0   (mgal)                       GRAV_OBS
 KV1200
 KV1200  VERT ORDER  -  FIRST     CLASS II
 KV1200
 KV1200.The horizontal coordinates were scaled from a topographic map and have
 KV1200.an estimated accuracy of +/- 6 seconds.
 KV1200
 KV1200.The orthometric height was determined by differential leveling
 KV1200.and adjusted by the National Geodetic Survey in June 1991..
 KV1200
 KV1200.The geoid height was determined by GEOID03.
 KV1200
 KV1200.The dynamic height is computed by dividing the NAVD 88
 KV1200.geopotential number by the normal gravity value computed on the
 KV1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1200.degrees latitude (g = 980.6199 gals.).
 KV1200
 KV1200.The modeled gravity was interpolated from observed gravity values.
 KV1200.The observed gravity was obtained from relative gravimeter ties
 KV1200.to the IGSN71 gravity network.
 KV1200
 KV1200;                    North         East    Units  Estimated Accuracy
 KV1200;SPC NJ       -   201,170.      117,980.      MT  (+/- 180 meters Scaled)
 KV1200
 KV1200                          SUPERSEDED SURVEY CONTROL
 KV1200
 KV1200  NGVD 29 (01/10/92)  105.424  (m)          345.88   (f) ADJUSTED    1 2
 KV1200
 KV1200.Superseded values are not recommended for survey control.
 KV1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1200.See file dsdata.txt to determine how the superseded data were derived.
 KV1200
 KV1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK102993(NAD 83)
 KV1200_MARKER: DB = BENCH MARK DISK
 KV1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1200_STAMPING: S 28 1942
 KV1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1200+STABILITY: SURFACE MOTION
 KV1200
 KV1200  HISTORY     - Date     Condition        Report By
 KV1200  HISTORY     - 1942     MONUMENTED       CGS
 KV1200  HISTORY     - 1971     GOOD             USGS
 KV1200  HISTORY     - 1977     GOOD             NGS
 KV1200  HISTORY     - 1978     GOOD             NGS
 KV1200  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV1200  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 KV1200
 KV1200                          STATION DESCRIPTION
 KV1200
 KV1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1200'AT ANNANDALE.
 KV1200'AT ANNANDALE, HUNTERDON COUNTY, 19.6 FEET EAST OF THE
 KV1200'SOUTHEAST CORNER OF THE CENTRAL RAILROAD OF NEW JERSEY STATION,
 KV1200'IN A GRASS PLOT, 37.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 KV1200'EAST-BOUND TRACK, AND 2 1/2 FEET EAST OF A POLE.  A STANDARD
 KV1200'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 KV1200'ABOVE GROUND.
 KV1200
 KV1200                          STATION RECOVERY (1971)
 KV1200
 KV1200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KV1200'RECOVERED IN GOOD CONDITION.
 KV1200
 KV1200                          STATION RECOVERY (1977)
 KV1200
 KV1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KV1200'RECOVERED IN GOOD CONDITION.
 KV1200
 KV1200                          STATION RECOVERY (1978)
 KV1200
 KV1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1200'RECOVERED IN GOOD CONDITION.
 KV1200
 KV1200                          STATION RECOVERY (1989)
 KV1200
 KV1200'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBD)
 KV1200'MARK NOT FOUND.
 KV1200
 KV1200                          STATION RECOVERY (1995)
 KV1200
 KV1200'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1066 ***********************************************************************
 KV1066  DESIGNATION -  S 29
 KV1066  PID         -  KV1066
 KV1066  STATE/COUNTY-  NJ/HUNTERDON
 KV1066  USGS QUAD   -  STOCKTON (1981)
 KV1066
 KV1066                         *CURRENT SURVEY CONTROL
 KV1066  ___________________________________________________________________
 KV1066* NAD 83(1986)-  40 27 08.     (N)    074 56 16.     (W)     SCALED    
 KV1066* NAVD 88     -       130.125  (meters)     426.92   (feet)  ADJUSTED  
 KV1066  ___________________________________________________________________
 KV1066  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KV1066  DYNAMIC HT  -         130.062 (meters)     426.71  (feet)  COMP
 KV1066  MODELED GRAV-     980,139.2   (mgal)                       NAVD 88
 KV1066
 KV1066  VERT ORDER  -  SECOND    CLASS 0
 KV1066
 KV1066.The horizontal coordinates were scaled from a topographic map and have
 KV1066.an estimated accuracy of +/- 6 seconds.
 KV1066
 KV1066.The orthometric height was determined by differential leveling
 KV1066.and adjusted by the National Geodetic Survey in June 1991..
 KV1066
 KV1066.The geoid height was determined by GEOID03.
 KV1066
 KV1066.The dynamic height is computed by dividing the NAVD 88
 KV1066.geopotential number by the normal gravity value computed on the
 KV1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1066.degrees latitude (g = 980.6199 gals.).
 KV1066
 KV1066.The modeled gravity was interpolated from observed gravity values.
 KV1066
 KV1066;                    North         East    Units  Estimated Accuracy
 KV1066;SPC NJ       -   179,820.      112,870.      MT  (+/- 180 meters Scaled)
 KV1066
 KV1066                          SUPERSEDED SURVEY CONTROL
 KV1066
 KV1066  NGVD 29 (??/??/??)  130.386  (m)          427.77   (f) ADJUSTED    2 0
 KV1066
 KV1066.Superseded values are not recommended for survey control.
 KV1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1066.See file dsdata.txt to determine how the superseded data were derived.
 KV1066
 KV1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK052779(NAD 83)
 KV1066_MARKER: DB = BENCH MARK DISK
 KV1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1066_STAMPING: S 29 1942
 KV1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1066+STABILITY: SURFACE MOTION
 KV1066
 KV1066  HISTORY     - Date     Condition        Report By
 KV1066  HISTORY     - 1942     MONUMENTED       CGS
 KV1066
 KV1066                          STATION DESCRIPTION
 KV1066
 KV1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1066'0.6 MI NE FROM SERGEANTSVILLE.
 KV1066'0.6 MILE NORTHEAST ALONG SECONDARY ROAD 522 FROM THE ROAD
 KV1066'INTERSECTION AT SERGEANTSVILLE, HUNTERDON COUNTY, AT THE NORTHWEST
 KV1066'CORNER OF AN OPEN FIELD, AT THE INTERSECTION OF A DIRT ROAD
 KV1066'LEADING SOUTH, 43.5 FEET SOUTHEAST OF THE CENTERLINE OF THE
 KV1066'MAIN ROAD, 31.8 FEET NORTHEAST OF THE CENTERLINE OF THE DIRT
 KV1066'ROAD, 8 FEET NORTHEAST OF A SMALL PINE TREE, AND 1 1/2 FEET
 KV1066'SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0753 ***********************************************************************
 LY0753  DESIGNATION -  S 30
 LY0753  PID         -  LY0753
 LY0753  STATE/COUNTY-  NJ/SUSSEX
 LY0753  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY0753
 LY0753                         *CURRENT SURVEY CONTROL
 LY0753  ___________________________________________________________________
 LY0753* NAD 83(1986)-  41 05 53.     (N)    074 58 35.     (W)     SCALED    
 LY0753* NAVD 88     -       128.618  (meters)     421.97   (feet)  ADJUSTED  
 LY0753  ___________________________________________________________________
 LY0753  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 LY0753  DYNAMIC HT  -         128.562 (meters)     421.79  (feet)  COMP
 LY0753  MODELED GRAV-     980,187.0   (mgal)                       NAVD 88
 LY0753
 LY0753  VERT ORDER  -  SECOND    CLASS 0
 LY0753
 LY0753.The horizontal coordinates were scaled from a topographic map and have
 LY0753.an estimated accuracy of +/- 6 seconds.
 LY0753
 LY0753.The orthometric height was determined by differential leveling
 LY0753.and adjusted by the National Geodetic Survey in June 1991..
 LY0753
 LY0753.The geoid height was determined by GEOID03.
 LY0753
 LY0753.The dynamic height is computed by dividing the NAVD 88
 LY0753.geopotential number by the normal gravity value computed on the
 LY0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0753.degrees latitude (g = 980.6199 gals.).
 LY0753
 LY0753.The modeled gravity was interpolated from observed gravity values.
 LY0753
 LY0753;                    North         East    Units  Estimated Accuracy
 LY0753;SPC NJ       -   251,550.      109,980.      MT  (+/- 180 meters Scaled)
 LY0753
 LY0753                          SUPERSEDED SURVEY CONTROL
 LY0753
 LY0753  NGVD 29 (??/??/92)  128.800  (m)          422.57   (f) ADJ UNCH    2 0
 LY0753
 LY0753.Superseded values are not recommended for survey control.
 LY0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0753.See file dsdata.txt to determine how the superseded data were derived.
 LY0753
 LY0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL019496(NAD 83)
 LY0753_MARKER: DB = BENCH MARK DISK
 LY0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0753_STAMPING: S 30 1942
 LY0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0753+STABILITY: SURFACE MOTION
 LY0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0753+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2006
 LY0753
 LY0753  HISTORY     - Date     Condition        Report By
 LY0753  HISTORY     - 1942     MONUMENTED       CGS
 LY0753  HISTORY     - 20060521 GOOD             GEOCAC
 LY0753
 LY0753                          STATION DESCRIPTION
 LY0753
 LY0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0753'1.1 MI W FROM FLATBROOKVILLE.
 LY0753'1.1 MILES WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT
 LY0753'FLATBROOKVILLE, AT AN INTERSECTION OF THE BLACK TOP ROAD AND A
 LY0753'PRIVATE ROAD LEADING SOUTH INTO THE WOODS, 58 FEET SOUTH OF THE
 LY0753'CENTER LINE OF THE BLACK TOP ROAD, 43 FEET WEST OF THE CENTER
 LY0753'LINE OF THE PRIVATE ROAD, 43 FEET SOUTH OF AN OLD MINE ROAD CONCRETE
 LY0753'MONUMENT, 8.4 FEET WEST OF THE WEST END OF A WHITE BOARD FENCE,
 LY0753'AND 1.5 FEET NORTHEAST OF A STANDARD REFERENCE POST.  A STANDARD
 LY0753'DISK, SET IN THE TOP OF A CONCRETE POST.
 LY0753
 LY0753                          STATION RECOVERY (2006)
 LY0753
 LY0753'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0426 ***********************************************************************
 LY0426  DESIGNATION -  S 31
 LY0426  PID         -  LY0426
 LY0426  STATE/COUNTY-  NJ/PASSAIC
 LY0426  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY0426
 LY0426                         *CURRENT SURVEY CONTROL
 LY0426  ___________________________________________________________________
 LY0426* NAD 83(1986)-  41 03 09.     (N)    074 27 05.     (W)     SCALED    
 LY0426* NAVD 88     -       235.550  (meters)     772.80   (feet)  ADJUSTED  
 LY0426  ___________________________________________________________________
 LY0426  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 LY0426  DYNAMIC HT  -         235.446 (meters)     772.46  (feet)  COMP
 LY0426  MODELED GRAV-     980,173.0   (mgal)                       NAVD 88
 LY0426
 LY0426  VERT ORDER  -  FIRST     CLASS II
 LY0426
 LY0426.The horizontal coordinates were scaled from a topographic map and have
 LY0426.an estimated accuracy of +/- 6 seconds.
 LY0426
 LY0426.The orthometric height was determined by differential leveling
 LY0426.and adjusted by the National Geodetic Survey in June 1991..
 LY0426
 LY0426.The geoid height was determined by GEOID03.
 LY0426
 LY0426.The dynamic height is computed by dividing the NAVD 88
 LY0426.geopotential number by the normal gravity value computed on the
 LY0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0426.degrees latitude (g = 980.6199 gals.).
 LY0426
 LY0426.The modeled gravity was interpolated from observed gravity values.
 LY0426
 LY0426;                    North         East    Units  Estimated Accuracy
 LY0426;SPC NJ       -   246,380.      154,090.      MT  (+/- 180 meters Scaled)
 LY0426
 LY0426                          SUPERSEDED SURVEY CONTROL
 LY0426
 LY0426  NGVD 29 (??/??/92)  235.857  (m)          773.81   (f) ADJ UNCH    1 2
 LY0426
 LY0426.Superseded values are not recommended for survey control.
 LY0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0426.See file dsdata.txt to determine how the superseded data were derived.
 LY0426
 LY0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL461447(NAD 83)
 LY0426_MARKER: DB = BENCH MARK DISK
 LY0426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0426_SP_SET: BRIDGE
 LY0426_STAMPING: S 31 1942
 LY0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0426
 LY0426  HISTORY     - Date     Condition        Report By
 LY0426  HISTORY     - 1942     MONUMENTED       CGS
 LY0426  HISTORY     - 1979     GOOD             NGS
 LY0426
 LY0426                          STATION DESCRIPTION
 LY0426
 LY0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0426'0.3 MI W FROM NEWFOUNDLAND.
 LY0426'IN PASSAIC COUNTY, 0.3 MILE WEST ALONG STATE HIGHWAY 23 FROM
 LY0426'THE POST OFFICE AT NEWFOUNDLAND, MORRIS COUNTY, 70 FEET EAST OF
 LY0426'THE JUNCTION OF A SIDE ROAD LEADING NORTH, AT A CONCRETE HIGHWAY
 LY0426'BRIDGE OVER PEQUANNOCK RIVER, IN THE TOP OF THE SOUTHWEST WING
 LY0426'WALL, AND 18 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 LY0426
 LY0426                          STATION RECOVERY (1979)
 LY0426
 LY0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0474 ***********************************************************************
 LY0474  DESIGNATION -  S 32
 LY0474  PID         -  LY0474
 LY0474  STATE/COUNTY-  NJ/BERGEN
 LY0474  USGS QUAD   -  RAMSEY (1995)
 LY0474
 LY0474                         *CURRENT SURVEY CONTROL
 LY0474  ___________________________________________________________________
 LY0474* NAD 83(1986)-  41 00 34.     (N)    074 07 38.     (W)     SCALED    
 LY0474* NAVD 88     -        66.129  (meters)     216.96   (feet)  ADJUSTED  
 LY0474  ___________________________________________________________________
 LY0474  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LY0474  DYNAMIC HT  -          66.103 (meters)     216.87  (feet)  COMP
 LY0474  MODELED GRAV-     980,221.6   (mgal)                       NAVD 88
 LY0474
 LY0474  VERT ORDER  -  SECOND    CLASS 0
 LY0474
 LY0474.The horizontal coordinates were scaled from a topographic map and have
 LY0474.an estimated accuracy of +/- 6 seconds.
 LY0474
 LY0474.The orthometric height was determined by differential leveling
 LY0474.and adjusted by the National Geodetic Survey in June 1991..
 LY0474
 LY0474.The geoid height was determined by GEOID03.
 LY0474
 LY0474.The dynamic height is computed by dividing the NAVD 88
 LY0474.geopotential number by the normal gravity value computed on the
 LY0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0474.degrees latitude (g = 980.6199 gals.).
 LY0474
 LY0474.The modeled gravity was interpolated from observed gravity values.
 LY0474
 LY0474;                    North         East    Units  Estimated Accuracy
 LY0474;SPC NJ       -   241,660.      181,360.      MT  (+/- 180 meters Scaled)
 LY0474
 LY0474                          SUPERSEDED SURVEY CONTROL
 LY0474
 LY0474  NGVD 29 (??/??/92)   66.430  (m)          217.95   (f) ADJ UNCH    2 0
 LY0474
 LY0474.Superseded values are not recommended for survey control.
 LY0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0474.See file dsdata.txt to determine how the superseded data were derived.
 LY0474
 LY0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL733401(NAD 83)
 LY0474_MARKER: DB = BENCH MARK DISK
 LY0474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0474_SP_SET: BRIDGE
 LY0474_STAMPING: S 32 1942
 LY0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0474
 LY0474  HISTORY     - Date     Condition        Report By
 LY0474  HISTORY     - 1942     MONUMENTED       CGS
 LY0474  HISTORY     - 1955     MARK NOT FOUND   USGS
 LY0474
 LY0474                          STATION DESCRIPTION
 LY0474
 LY0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0474'0.3 MI NW FROM WALDWICK.
 LY0474'ABOUT 0.3 MILE NORTHWEST ALONG A SURFACED ROAD LEADING TO WYCKOFF
 LY0474'FROM THE ERIE RAILROAD STATION AT WALDWICK, BERGEN COUNTY, AT A
 LY0474'CONCRETE BRIDGE, IN THE TOP OF THE NORTHEAST RAILING, 24.5 FEET
 LY0474'NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 3 FEET
 LY0474'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED S 32 1942.
 LY0474'NOTE-- THERE ARE 4 BRIDGES-APPROX. 3/10 MILE FROM WALDWICK
 LY0474'STATION RAILINGS OF THE BRIDGES APPEAR TO BE NEW, AT LEAST MORE
 LY0474'RECENT THAN 1942, SO S-32 MAY HAVE BEEN DESTROYED.
 LY0474
 LY0474                          STATION RECOVERY (1955)
 LY0474
 LY0474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LY0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1409 ***********************************************************************
 KV1409  DESIGNATION -  S 33
 KV1409  PID         -  KV1409
 KV1409  STATE/COUNTY-  NJ/WARREN
 KV1409  USGS QUAD   -  BLAIRSTOWN (1971)
 KV1409
 KV1409                         *CURRENT SURVEY CONTROL
 KV1409  ___________________________________________________________________
 KV1409* NAD 83(1986)-  40 59 12.     (N)    074 57 34.     (W)     SCALED    
 KV1409* NAVD 88     -       111.703  (meters)     366.48   (feet)  ADJUSTED  
 KV1409  ___________________________________________________________________
 KV1409  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KV1409  DYNAMIC HT  -         111.654 (meters)     366.32  (feet)  COMP
 KV1409  MODELED GRAV-     980,185.4   (mgal)                       NAVD 88
 KV1409
 KV1409  VERT ORDER  -  SECOND    CLASS 0
 KV1409
 KV1409.The horizontal coordinates were scaled from a topographic map and have
 KV1409.an estimated accuracy of +/- 6 seconds.
 KV1409
 KV1409.The orthometric height was determined by differential leveling
 KV1409.and adjusted by the National Geodetic Survey in June 1991..
 KV1409
 KV1409.The geoid height was determined by GEOID03.
 KV1409
 KV1409.The dynamic height is computed by dividing the NAVD 88
 KV1409.geopotential number by the normal gravity value computed on the
 KV1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1409.degrees latitude (g = 980.6199 gals.).
 KV1409
 KV1409.The modeled gravity was interpolated from observed gravity values.
 KV1409
 KV1409;                    North         East    Units  Estimated Accuracy
 KV1409;SPC NJ       -   239,170.      111,340.      MT  (+/- 180 meters Scaled)
 KV1409
 KV1409                          SUPERSEDED SURVEY CONTROL
 KV1409
 KV1409  NGVD 29 (??/??/??)  111.908  (m)          367.15   (f) ADJUSTED    2 0
 KV1409
 KV1409.Superseded values are not recommended for survey control.
 KV1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1409.See file dsdata.txt to determine how the superseded data were derived.
 KV1409
 KV1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL034372(NAD 83)
 KV1409_MARKER: DB = BENCH MARK DISK
 KV1409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1409_SP_SET: BRIDGE GUARD WALL
 KV1409_STAMPING: S 33 1942
 KV1409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1409
 KV1409  HISTORY     - Date     Condition        Report By
 KV1409  HISTORY     - 1942     MONUMENTED       CGS
 KV1409  HISTORY     - 1984     GOOD             LOCSUR
 KV1409  HISTORY     - 19950909 GOOD             USPSQD
 KV1409  HISTORY     - 20050220 GOOD             GEOCAC
 KV1409
 KV1409                          STATION DESCRIPTION
 KV1409
 KV1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1409'0.4 MI NE FROM BLAIRSTOWN.
 KV1409'0.4 MILE NORTHEAST ALONG THE BLAIRSTOWN-MILLBROOK ROAD FROM THE
 KV1409'POST OFFICE AT BLAIRSTOWN, AT A STONE MASONRY ARCH BRIDGE.  SET
 KV1409'IN THE TOP OF THE CENTER OF THE WEST GUARD WALL.
 KV1409
 KV1409                          STATION RECOVERY (1984)
 KV1409
 KV1409'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 KV1409'RECOVERED IN GOOD CONDITION.
 KV1409
 KV1409                          STATION RECOVERY (1995)
 KV1409
 KV1409'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1409'RECOVERED IN GOOD CONDITION.
 KV1409
 KV1409                          STATION RECOVERY (2005)
 KV1409
 KV1409'RECOVERY NOTE BY GEOCACHING 2005 (JRI)
 KV1409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0826 ***********************************************************************
 LY0826  DESIGNATION -  S 34
 LY0826  PID         -  LY0826
 LY0826  STATE/COUNTY-  NJ/SUSSEX
 LY0826  USGS QUAD   -  BRANCHVILLE (1995)
 LY0826
 LY0826                         *CURRENT SURVEY CONTROL
 LY0826  ___________________________________________________________________
 LY0826* NAD 83(1986)-  41 14 13.     (N)    074 44 05.     (W)     SCALED    
 LY0826* NAVD 88     -       266.223  (meters)     873.43   (feet)  ADJUSTED  
 LY0826  ___________________________________________________________________
 LY0826  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 LY0826  DYNAMIC HT  -         266.107 (meters)     873.05  (feet)  COMP
 LY0826  MODELED GRAV-     980,180.7   (mgal)                       NAVD 88
 LY0826
 LY0826  VERT ORDER  -  SECOND    CLASS 0
 LY0826
 LY0826.The horizontal coordinates were scaled from a topographic map and have
 LY0826.an estimated accuracy of +/- 6 seconds.
 LY0826
 LY0826.The orthometric height was determined by differential leveling
 LY0826.and adjusted by the National Geodetic Survey in June 1991..
 LY0826
 LY0826.The geoid height was determined by GEOID03.
 LY0826
 LY0826.The dynamic height is computed by dividing the NAVD 88
 LY0826.geopotential number by the normal gravity value computed on the
 LY0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0826.degrees latitude (g = 980.6199 gals.).
 LY0826
 LY0826.The modeled gravity was interpolated from observed gravity values.
 LY0826
 LY0826;                    North         East    Units  Estimated Accuracy
 LY0826;SPC NJ       -   266,890.      130,320.      MT  (+/- 180 meters Scaled)
 LY0826
 LY0826                          SUPERSEDED SURVEY CONTROL
 LY0826
 LY0826  NGVD 29 (??/??/92)  266.405  (m)          874.03   (f) ADJ UNCH    2 0
 LY0826
 LY0826.Superseded values are not recommended for survey control.
 LY0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0826.See file dsdata.txt to determine how the superseded data were derived.
 LY0826
 LY0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL222650(NAD 83)
 LY0826_MARKER: DB = BENCH MARK DISK
 LY0826_SETTING: 80 = SET IN A BOULDER
 LY0826_SP_SET: BOULDER
 LY0826_STAMPING: S 34 1942
 LY0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0826+STABILITY: SURFACE MOTION
 LY0826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0826+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2006
 LY0826
 LY0826  HISTORY     - Date     Condition        Report By
 LY0826  HISTORY     - 1942     MONUMENTED       CGS
 LY0826  HISTORY     - 20060702 GOOD             GEOCAC
 LY0826
 LY0826                          STATION DESCRIPTION
 LY0826
 LY0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0826'8.5 MI SW FROM COLESVILLE.
 LY0826'4.2 MILES SOUTHWEST ALONG THE COLESVILLE TO BEEMERVILLE GRAVEL
 LY0826'ROAD FROM THE POST OFFICE AT COLESVILLE, THENCE 1.7 MILES
 LY0826'SOUTHWEST ALONG A NARROW GRAVEL ROAD, THENCE 0.7 MILE NORTHWEST
 LY0826'ALONG AN OLD ABANDONED DIRT ROAD, THENCE 1.9 MILES
 LY0826'NORTHWEST ALONG CRIGGER ROAD, IN STOKES STATE FOREST, AT A
 LY0826'T INTERSECTION OF CRIGGER ROAD AND SKELLINGER ROAD, 32 FEET
 LY0826'EAST OF THE CENTER LINE OF CRIGGER ROAD AT THE POINT OF
 LY0826'INTERSECTION, AND 7 FEET NORTHEAST OF A 6-INCH TRIANGLE-BLAZED
 LY0826'OAK TREE.  A STANDARD DISK, SET IN THE TOP OF AN OUTCROPPING
 LY0826'BOULDER.
 LY0826
 LY0826                          STATION RECOVERY (2006)
 LY0826
 LY0826'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1242 ***********************************************************************
 KV1242  DESIGNATION -  S 35
 KV1242  PID         -  KV1242
 KV1242  STATE/COUNTY-  NJ/SUSSEX
 KV1242  USGS QUAD   -  TRANQUILITY (1971)
 KV1242
 KV1242                         *CURRENT SURVEY CONTROL
 KV1242  ___________________________________________________________________
 KV1242* NAD 83(1986)-  40 59 00.     (N)    074 50 06.     (W)     SCALED    
 KV1242* NAVD 88     -       185.415  (meters)     608.32   (feet)  ADJUSTED  
 KV1242  ___________________________________________________________________
 KV1242  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KV1242  DYNAMIC HT  -         185.331 (meters)     608.04  (feet)  COMP
 KV1242  MODELED GRAV-     980,169.8   (mgal)                       NAVD 88
 KV1242
 KV1242  VERT ORDER  -  SECOND    CLASS 0
 KV1242
 KV1242.The horizontal coordinates were scaled from a topographic map and have
 KV1242.an estimated accuracy of +/- 6 seconds.
 KV1242
 KV1242.The orthometric height was determined by differential leveling
 KV1242.and adjusted by the National Geodetic Survey in June 1991..
 KV1242
 KV1242.The geoid height was determined by GEOID03.
 KV1242
 KV1242.The dynamic height is computed by dividing the NAVD 88
 KV1242.geopotential number by the normal gravity value computed on the
 KV1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1242.degrees latitude (g = 980.6199 gals.).
 KV1242
 KV1242.The modeled gravity was interpolated from observed gravity values.
 KV1242
 KV1242;                    North         East    Units  Estimated Accuracy
 KV1242;SPC NJ       -   238,750.      121,810.      MT  (+/- 180 meters Scaled)
 KV1242
 KV1242                          SUPERSEDED SURVEY CONTROL
 KV1242
 KV1242  NGVD 29 (??/??/??)  185.626  (m)          609.01   (f) ADJUSTED    2 0
 KV1242
 KV1242.Superseded values are not recommended for survey control.
 KV1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1242.See file dsdata.txt to determine how the superseded data were derived.
 KV1242
 KV1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL138369(NAD 83)
 KV1242_MARKER: DB = BENCH MARK DISK
 KV1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1242_STAMPING: S 35 1942
 KV1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1242+STABILITY: SURFACE MOTION
 KV1242
 KV1242  HISTORY     - Date     Condition        Report By
 KV1242  HISTORY     - 1942     MONUMENTED       CGS
 KV1242  HISTORY     - 20060611 GOOD             GEOCAC
 KV1242
 KV1242                          STATION DESCRIPTION
 KV1242
 KV1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1242'1.2 MI NW FROM GREENDELL.
 KV1242'0.2 MILE WEST ALONG THE ERIE-LACKAWANNA RAILROAD FROM THE STATION
 KV1242'AT GREENDELL, THENCE 0.1 MILE NORTHWEST ALONG A GRAVEL ROAD,
 KV1242'AT A T INTERSECTION OF GRAVEL ROADS, 45 FEET SOUTH OF THE CENTERLINE
 KV1242'OF THE EAST-WEST ROAD, 29 FEET EAST OF THE CENTERLINE OF THE
 KV1242'SOUTHEAST BOUND ROAD, AND 1.5 FEET NORTHWEST OF A STANDARD
 KV1242'REFERENCE POST.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 KV1242'POST.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW
 KV1242'THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE
 KV1242'ERIE LACKAWANNA RAILROAD.
 KV1242
 KV1242                          STATION RECOVERY (2006)
 KV1242
 KV1242'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV1242'INTERSECTION OF HENRY ROAD (EAST WEST ROAD) AND HIBLER ROAD (NORTH
 KV1242'SOUTH ROAD) APPEARS TO HAVE BEEN MOVED SEVERAL HUNDRED FEET NORTH.
 KV1242'LOCATED BY COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0760 ***********************************************************************
 KV0760  DESIGNATION -  S 36
 KV0760  PID         -  KV0760
 KV0760  STATE/COUNTY-  NJ/MONMOUTH
 KV0760  USGS QUAD   -  KEYPORT (1977)
 KV0760
 KV0760                         *CURRENT SURVEY CONTROL
 KV0760  ___________________________________________________________________
 KV0760* NAD 83(1986)-  40 25 47.     (N)    074 11 15.     (W)     SCALED    
 KV0760* NAVD 88     -         8.704  (meters)      28.56   (feet)  ADJUSTED  
 KV0760  ___________________________________________________________________
 KV0760  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV0760  DYNAMIC HT  -           8.700 (meters)      28.54  (feet)  COMP
 KV0760  MODELED GRAV-     980,222.7   (mgal)                       NAVD 88
 KV0760
 KV0760  VERT ORDER  -  FIRST     CLASS II
 KV0760
 KV0760.The horizontal coordinates were scaled from a topographic map and have
 KV0760.an estimated accuracy of +/- 6 seconds.
 KV0760
 KV0760.The orthometric height was determined by differential leveling
 KV0760.and adjusted by the National Geodetic Survey in June 1991..
 KV0760
 KV0760.The geoid height was determined by GEOID03.
 KV0760
 KV0760.The dynamic height is computed by dividing the NAVD 88
 KV0760.geopotential number by the normal gravity value computed on the
 KV0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0760.degrees latitude (g = 980.6199 gals.).
 KV0760
 KV0760.The modeled gravity was interpolated from observed gravity values.
 KV0760
 KV0760;                    North         East    Units  Estimated Accuracy
 KV0760;SPC NJ       -   177,270.      176,520.      MT  (+/- 180 meters Scaled)
 KV0760
 KV0760                          SUPERSEDED SURVEY CONTROL
 KV0760
 KV0760  NGVD 29 (04/16/92)    8.924  (m)           29.28   (f) ADJUSTED    1 2
 KV0760
 KV0760.Superseded values are not recommended for survey control.
 KV0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0760.See file dsdata.txt to determine how the superseded data were derived.
 KV0760
 KV0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK689757(NAD 83)
 KV0760_MARKER: DB = BENCH MARK DISK
 KV0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0760_STAMPING: S 36 1952
 KV0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0760+STABILITY: SURFACE MOTION
 KV0760
 KV0760  HISTORY     - Date     Condition        Report By
 KV0760  HISTORY     - 1952     MONUMENTED       CGS
 KV0760  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0760
 KV0760                          STATION DESCRIPTION
 KV0760
 KV0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0760'AT KEYPORT.
 KV0760'AT KEYPORT, IN THE SOUTHEAST PART OF TOWN, ALONG STATE HIGHWAY
 KV0760'36, ABOUT 0.55 MILE EAST ALONG HIGHWAY 36 FROM THE INTERSECTION
 KV0760'OF BROAD STREET, NEAR THE NORTHEAST CORNER OF WILLING AIRPORT, AT
 KV0760'A BLACK TOP ROAD CROSSING, 75 FEET SOUTH OF CENTER LINE OF
 KV0760'HIGHWAY, 20 FEET NORTHEAST OF CENTER LINE OF BLACK TOP ROAD
 KV0760'WHICH RUNS ALONG NORTHEAST SIDE OF AIRPORT, 2 FEET NORTHEAST OF
 KV0760'A POWER POLE, 3 1/2 FEET NORTHEAST OF AN 18-INCH PIPE CULVERT
 KV0760'WITH A L SHAPED HEAD WALL, ABOUT LEVEL WITH BLACK TOP ROAD AND
 KV0760'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE--THE
 KV0760'WALLING AIRPORT IS NO LONGER IN EXISTENCE AND THE BLACK-TOP
 KV0760'ROAD MENTIONED IN ORIGINAL DESCRIPTION IS NOW KNOWN AS MIDDLE
 KV0760'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0235 ***********************************************************************
 KV0235  DESIGNATION -  S 37
 KV0235  PID         -  KV0235
 KV0235  STATE/COUNTY-  NJ/UNION
 KV0235  USGS QUAD   -  ELIZABETH (1995)
 KV0235
 KV0235                         *CURRENT SURVEY CONTROL
 KV0235  ___________________________________________________________________
 KV0235* NAD 83(1986)-  40 39 24.     (N)    074 11 09.     (W)     SCALED    
 KV0235* NAVD 88     -         9.480  (meters)      31.10   (feet)  ADJUSTED  
 KV0235  ___________________________________________________________________
 KV0235  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV0235  DYNAMIC HT  -           9.477 (meters)      31.09  (feet)  COMP
 KV0235  MODELED GRAV-     980,222.6   (mgal)                       NAVD 88
 KV0235
 KV0235  VERT ORDER  -  FIRST     CLASS II
 KV0235
 KV0235.The horizontal coordinates were scaled from a topographic map and have
 KV0235.an estimated accuracy of +/- 6 seconds.
 KV0235
 KV0235.The orthometric height was determined by differential leveling
 KV0235.and adjusted by the National Geodetic Survey in June 1991..
 KV0235.WARNING-Repeat measurements at this control monument indicate possible
 KV0235.vertical movement.
 KV0235
 KV0235.The geoid height was determined by GEOID03.
 KV0235
 KV0235.The dynamic height is computed by dividing the NAVD 88
 KV0235.geopotential number by the normal gravity value computed on the
 KV0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0235.degrees latitude (g = 980.6199 gals.).
 KV0235
 KV0235.The modeled gravity was interpolated from observed gravity values.
 KV0235
 KV0235;                    North         East    Units  Estimated Accuracy
 KV0235;SPC NJ       -   202,470.      176,570.      MT  (+/- 180 meters Scaled)
 KV0235
 KV0235                          SUPERSEDED SURVEY CONTROL
 KV0235
 KV0235  NGVD 29 (04/16/92)    9.817  (m)           32.21   (f) ADJUSTED    1 2
 KV0235
 KV0235.Superseded values are not recommended for survey control.
 KV0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0235.See file dsdata.txt to determine how the superseded data were derived.
 KV0235
 KV0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL688009(NAD 83)
 KV0235_MARKER: DB = BENCH MARK DISK
 KV0235_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0235_SP_SET: BRIDGE ABUTMENT
 KV0235_STAMPING: S 37 1952
 KV0235_MARK LOGO: CGS   
 KV0235_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0235+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1995
 KV0235
 KV0235  HISTORY     - Date     Condition        Report By
 KV0235  HISTORY     - 1952     MONUMENTED       CGS
 KV0235  HISTORY     - 19891013 GOOD             NJGS
 KV0235  HISTORY     - 19950920 GOOD             NJGS
 KV0235
 KV0235                          STATION DESCRIPTION
 KV0235
 KV0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0235'AT ELIZABETHPORT.
 KV0235'AT ELIZABETHPOST, ABOUT 0.1 MILE SOUTHWEST ALONG THE CENTRAL
 KV0235'RAILROAD OF NEW JERSEY FROM THE STATION, SET IN THE TOP OF THE
 KV0235'NORTHWEST END OF THE NORTHEAST ABUTMENT OF RAILROAD OVERPASS OVER
 KV0235'A SPUR TRACK WHICH PARALLELS PORT AVENUE AND LEADS SOUTHEAST TO
 KV0235'THE DOCKS, 8 FEET NORTHWEST OF NORTHWEST RAIL OF NORTHWEST TRACK
 KV0235'AND ABOUT LEVEL WITH TRACK.
 KV0235
 KV0235                          STATION RECOVERY (1989)
 KV0235
 KV0235'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV0235'IN ELIZABETH, AT ELIZABETHPORT, ABOUT 0.16 KM (0.10 MI) SOUTHWEST
 KV0235'ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE STATION AT
 KV0235'ELIZABETHPORT, TO THE MARK ON THE RIGHT, SET IN THE NORTH CORNER OF
 KV0235'THE NORTHEAST ABUTMENT OF THE RAILROAD OVERPASS OVER A SPUR TRACK
 KV0235'WHICH PARALLELS PORT AVENUE AND LEADS SOUTHEAST, 3.4 M (11.2 FT)
 KV0235'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS AND FLUSH WITH THE
 KV0235'ABUTMENT.  THE CONCRETE IS SPALLING AND CRACKING, THE DISK APPEARS
 KV0235'SOLID.
 KV0235
 KV0235                          STATION RECOVERY (1995)
 KV0235
 KV0235'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0235'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0335 ***********************************************************************
 KV0335  DESIGNATION -  S 38
 KV0335  PID         -  KV0335
 KV0335  STATE/COUNTY-  NJ/HUDSON
 KV0335  USGS QUAD   -  JERSEY CITY (1981)
 KV0335
 KV0335                         *CURRENT SURVEY CONTROL
 KV0335  ___________________________________________________________________
 KV0335* NAD 83(1986)-  40 40 30.     (N)    074 06 15.     (W)     SCALED    
 KV0335* NAVD 88     -         5.014  (meters)      16.45   (feet)  ADJUSTED  
 KV0335  ___________________________________________________________________
 KV0335  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV0335  DYNAMIC HT  -           5.012 (meters)      16.44  (feet)  COMP
 KV0335  MODELED GRAV-     980,234.8   (mgal)                       NAVD 88
 KV0335
 KV0335  VERT ORDER  -  FIRST     CLASS II
 KV0335
 KV0335.The horizontal coordinates were scaled from a topographic map and have
 KV0335.an estimated accuracy of +/- 6 seconds.
 KV0335
 KV0335.The orthometric height was determined by differential leveling
 KV0335.and adjusted by the National Geodetic Survey in June 1991..
 KV0335
 KV0335.The geoid height was determined by GEOID03.
 KV0335
 KV0335.The dynamic height is computed by dividing the NAVD 88
 KV0335.geopotential number by the normal gravity value computed on the
 KV0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0335.degrees latitude (g = 980.6199 gals.).
 KV0335
 KV0335.The modeled gravity was interpolated from observed gravity values.
 KV0335
 KV0335;                    North         East    Units  Estimated Accuracy
 KV0335;SPC NJ       -   204,540.      183,460.      MT  (+/- 180 meters Scaled)
 KV0335
 KV0335                          SUPERSEDED SURVEY CONTROL
 KV0335
 KV0335  NGVD 29 (04/16/92)    5.355  (m)           17.57   (f) ADJUSTED    1 2
 KV0335
 KV0335.Superseded values are not recommended for survey control.
 KV0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0335.See file dsdata.txt to determine how the superseded data were derived.
 KV0335
 KV0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL757030(NAD 83)
 KV0335_MARKER: DB = BENCH MARK DISK
 KV0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0335_SP_SET: PIER
 KV0335_STAMPING: S 38 1952
 KV0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0335
 KV0335  HISTORY     - Date     Condition        Report By
 KV0335  HISTORY     - 1952     MONUMENTED       CGS
 KV0335
 KV0335                          STATION DESCRIPTION
 KV0335
 KV0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0335'AT BAYONNE.
 KV0335'AT BAYONNE, ALONG THE CENTRAL RAILROAD OF NEW JERSEY, SET
 KV0335'VERTICALLY IN THE NORTHWEST FACE AT THE NORTHEAST END OF THE
 KV0335'SECOND PIER NORTHWEST OF SOUTHEAST ABUTMENT OF THE EAST 40TH
 KV0335'STREET OVERPASS OVER THE RAILROAD, 2 1/2 FEET SOUTHWEST OF
 KV0335'NORTHEAST END OF PIER AND 1 1/2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0413 ***********************************************************************
 JU0413  DESIGNATION -  S 4
 JU0413  PID         -  JU0413
 JU0413  STATE/COUNTY-  NJ/CAPE MAY
 JU0413  USGS QUAD   -  STONE HARBOR (1972)
 JU0413
 JU0413                         *CURRENT SURVEY CONTROL
 JU0413  ___________________________________________________________________
 JU0413* NAD 83(1986)-  39 07 29.     (N)    074 48 07.     (W)     SCALED    
 JU0413* NAVD 88     -         6.938  (meters)      22.76   (feet)  POSTED    
 JU0413  ___________________________________________________________________
 JU0413  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 JU0413  DYNAMIC HT  -           6.930 (meters)      22.74  (feet)  COMP
 JU0413  MODELED GRAV-     980,072.2   (mgal)                       NAVD 88
 JU0413
 JU0413  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JU0413
 JU0413.The horizontal coordinates were scaled from a topographic map and have
 JU0413.an estimated accuracy of +/- 6 seconds.
 JU0413
 JU0413.The orthometric height was determined by differential leveling
 JU0413.and adjusted by the National Geodetic Survey in 1992..
 JU0413.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JU0413.rate of 1.1 thru 2.0 mm/km.
 JU0413
 JU0413.The geoid height was determined by GEOID03.
 JU0413
 JU0413.The dynamic height is computed by dividing the NAVD 88
 JU0413.geopotential number by the normal gravity value computed on the
 JU0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0413.degrees latitude (g = 980.6199 gals.).
 JU0413
 JU0413.The modeled gravity was interpolated from observed gravity values.
 JU0413
 JU0413;                    North         East    Units  Estimated Accuracy
 JU0413;SPC NJ       -    32,390.      123,890.      MT  (+/- 180 meters Scaled)
 JU0413
 JU0413                          SUPERSEDED SURVEY CONTROL
 JU0413
 JU0413  NGVD 29 (??/??/??)    7.334  (m)           24.06   (f) ADJUSTED    1 2
 JU0413
 JU0413.Superseded values are not recommended for survey control.
 JU0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0413.See file dsdata.txt to determine how the superseded data were derived.
 JU0413
 JU0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ171306(NAD 83)
 JU0413_MARKER: DB = BENCH MARK DISK
 JU0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0413_STAMPING: S 4 1924
 JU0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0413+STABILITY: SURFACE MOTION
 JU0413
 JU0413  HISTORY     - Date     Condition        Report By
 JU0413  HISTORY     - 1924     MONUMENTED       CGS
 JU0413  HISTORY     - 1961     MARK NOT FOUND   CGS
 JU0413
 JU0413                          STATION DESCRIPTION
 JU0413
 JU0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0413'AT SWAIN.
 JU0413'AT SWAIN, CAPE MAY COUNTY, ON THE WEST SIDE OF THE ABANDONED
 JU0413'PENNSYLVANIA RAILROAD, 0.5 MILE WEST OF STATE HIGHWAY 4, 373
 JU0413'FEET NORTH OF THE REEDS BEACH ROAD, 101 FEET SOUTHEAST OF THE
 JU0413'SOUTH CORNER OF A ONE-STORY BUNGALOW, AND 88 FEET EAST OF THE
 JU0413'EAST CORNER OF A ONE-AND-ONE-HALF-STORY BUNGALOW, 44.5 FEET
 JU0413'SOUTHEAST OF A 30-INCH OAK TREE, 57.0 FEET NORTHEAST OF ACE
 JU0413'POLE NO. 5202, 4.0 FEET NORTHWEST FROM THE CENTERLINE OF A
 JU0413'POWERLINE POLE.  A STANDARD DISK, STAMPED S 4 1924 AND SET IN
 JU0413'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1634 ***********************************************************************
 KU1634  DESIGNATION -  S 40
 KU1634  PID         -  KU1634
 KU1634  STATE/COUNTY-  NJ/BERGEN
 KU1634  USGS QUAD   -  YONKERS (1979)
 KU1634
 KU1634                         *CURRENT SURVEY CONTROL
 KU1634  ___________________________________________________________________
 KU1634* NAD 83(1986)-  40 55 42.     (N)    073 55 43.     (W)     SCALED    
 KU1634* NAVD 88     -       133.109  (meters)     436.71   (feet)  ADJUSTED  
 KU1634  ___________________________________________________________________
 KU1634  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 KU1634  DYNAMIC HT  -         133.061 (meters)     436.55  (feet)  COMP
 KU1634  MODELED GRAV-     980,261.7   (mgal)                       NAVD 88
 KU1634
 KU1634  VERT ORDER  -  SECOND    CLASS 0
 KU1634
 KU1634.The horizontal coordinates were scaled from a topographic map and have
 KU1634.an estimated accuracy of +/- 6 seconds.
 KU1634
 KU1634.The orthometric height was determined by differential leveling
 KU1634.and adjusted by the National Geodetic Survey in June 1991..
 KU1634
 KU1634.The geoid height was determined by GEOID03.
 KU1634
 KU1634.The dynamic height is computed by dividing the NAVD 88
 KU1634.geopotential number by the normal gravity value computed on the
 KU1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1634.degrees latitude (g = 980.6199 gals.).
 KU1634
 KU1634.The modeled gravity was interpolated from observed gravity values.
 KU1634
 KU1634;                    North         East    Units  Estimated Accuracy
 KU1634;SPC NJ       -   232,750.      198,120.      MT  (+/- 180 meters Scaled)
 KU1634
 KU1634                          SUPERSEDED SURVEY CONTROL
 KU1634
 KU1634  NGVD 29 (??/??/92)  133.419  (m)          437.73   (f) ADJ UNCH    2 0
 KU1634
 KU1634.Superseded values are not recommended for survey control.
 KU1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1634.See file dsdata.txt to determine how the superseded data were derived.
 KU1634
 KU1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL902313(NAD 83)
 KU1634_MARKER: DB = BENCH MARK DISK
 KU1634_SETTING: 0 = UNSPECIFIED SETTING
 KU1634_SP_SET: WATER MAIN ENCLOSURE
 KU1634_STAMPING: S 40 1956
 KU1634_MARK LOGO: CGS   
 KU1634_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU1634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1634+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 KU1634
 KU1634  HISTORY     - Date     Condition        Report By
 KU1634  HISTORY     - 1956     MONUMENTED       CGS
 KU1634  HISTORY     - 19920221 GOOD             NJGS
 KU1634  HISTORY     - 19950915 GOOD             USPSQD
 KU1634  HISTORY     - 20060430 GOOD             GEOCAC
 KU1634
 KU1634                          STATION DESCRIPTION
 KU1634
 KU1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU1634'1.3 MI SE FROM ALPINE.
 KU1634'0.2 MILE EAST ALONG CLOSTER DOCK ROAD FROM THE ALPINE METHODIST
 KU1634'CHURCH, 1.1 MILE SOUTH ALONG U.S. HIGHWAY 9W, 68 PACES SOUTH OF
 KU1634'THE JUNCTION OF A PRIVATE ROAD LEADING WEST, 56 FEET WEST OF THE
 KU1634'CENTERLINE OF HIGHWAY, 39.6 FEET SOUTH ALONG HIGHWAY FROM POLE
 KU1634'NO. 20167, SET IN TOP AND AT THE NORTHWEST CORNER OF A CONCRETE
 KU1634'ENCLOSURE FOR A WATER MAIN.
 KU1634
 KU1634                          STATION RECOVERY (1992)
 KU1634
 KU1634'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KU1634'RECOVERED AS DESCRIBED.
 KU1634
 KU1634                          STATION RECOVERY (1995)
 KU1634
 KU1634'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU1634'RECOVERED IN GOOD CONDITION.
 KU1634
 KU1634                          STATION RECOVERY (2006)
 KU1634
 KU1634'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KU1634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0800 ***********************************************************************
 KV0800  DESIGNATION -  S 5
 KV0800  PID         -  KV0800
 KV0800  STATE/COUNTY-  NJ/MONMOUTH
 KV0800  USGS QUAD   -  ASBURY PARK (1989)
 KV0800
 KV0800                         *CURRENT SURVEY CONTROL
 KV0800  ___________________________________________________________________
 KV0800* NAD 83(1986)-  40 13 13.     (N)    074 00 33.     (W)     SCALED    
 KV0800* NAVD 88     -         6.104  (meters)      20.03   (feet)  ADJUSTED  
 KV0800  ___________________________________________________________________
 KV0800  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV0800  DYNAMIC HT  -           6.101 (meters)      20.02  (feet)  COMP
 KV0800  MODELED GRAV-     980,170.6   (mgal)                       NAVD 88
 KV0800
 KV0800  VERT ORDER  -  FIRST     CLASS I
 KV0800
 KV0800.The horizontal coordinates were scaled from a topographic map and have
 KV0800.an estimated accuracy of +/- 6 seconds.
 KV0800
 KV0800.The orthometric height was determined by differential leveling
 KV0800.and adjusted by the National Geodetic Survey in June 1991..
 KV0800
 KV0800.The geoid height was determined by GEOID03.
 KV0800
 KV0800.The dynamic height is computed by dividing the NAVD 88
 KV0800.geopotential number by the normal gravity value computed on the
 KV0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0800.degrees latitude (g = 980.6199 gals.).
 KV0800
 KV0800.The modeled gravity was interpolated from observed gravity values.
 KV0800
 KV0800;                    North         East    Units  Estimated Accuracy
 KV0800;SPC NJ       -   154,090.      191,780.      MT  (+/- 180 meters Scaled)
 KV0800
 KV0800                          SUPERSEDED SURVEY CONTROL
 KV0800
 KV0800  NGVD 29 (04/16/92)    6.434  (m)           21.11   (f) ADJUSTED    1 1
 KV0800
 KV0800.Superseded values are not recommended for survey control.
 KV0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0800.See file dsdata.txt to determine how the superseded data were derived.
 KV0800
 KV0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK843526(NAD 83)
 KV0800_MARKER: DB = BENCH MARK DISK
 KV0800_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0800_SP_SET: STEP
 KV0800_STAMPING: 21.286 S 5 1930
 KV0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0800
 KV0800  HISTORY     - Date     Condition        Report By
 KV0800  HISTORY     - 1930     MONUMENTED       CGS
 KV0800  HISTORY     - 1964     GOOD             CGS
 KV0800  HISTORY     - 1979     GOOD             NGS
 KV0800  HISTORY     - 1987     GOOD             USPSQD
 KV0800  HISTORY     - 19920801 GOOD             USPSQD
 KV0800
 KV0800                          STATION DESCRIPTION
 KV0800
 KV0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0800'0.8 MI SE FROM ASBURY PARK.
 KV0800'0.35 MILE SOUTH ALONG RAILROAD AVENUE FROM THE RAILROAD STATION
 KV0800'AT ASBURY PARK, THENCE EAST 0.3 MILE ALONG FIRST AVENUE TO THE
 KV0800'PUBLIC LIBRARY AT THE INTERSECTION OF FIRST AND GRAND AVENUES,
 KV0800'97.0 FEET WEST OF THE CENTER LINE OF GRAND AVENUE, 60.0 FEET
 KV0800'SOUTH OF THE CENTER LINE OF FIRST AVENUE, ABOUT 2 FEET ABOVE
 KV0800'FIRST AVENUE AND IS SET IN THE TOP OF THE 2ND STEP LEADING TO THE
 KV0800'LIBRARY.
 KV0800
 KV0800                          STATION RECOVERY (1979)
 KV0800
 KV0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0800'RECOVERED IN GOOD CONDITION.
 KV0800
 KV0800                          STATION RECOVERY (1987)
 KV0800
 KV0800'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0800'RECOVERED IN GOOD CONDITION.
 KV0800
 KV0800                          STATION RECOVERY (1992)
 KV0800
 KV0800'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0933 ***********************************************************************
 KV0933  DESIGNATION -  S 53
 KV0933  PID         -  KV0933
 KV0933  STATE/COUNTY-  NJ/MIDDLESEX
 KV0933  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV0933
 KV0933                         *CURRENT SURVEY CONTROL
 KV0933  ___________________________________________________________________
 KV0933* NAD 83(1986)-  40 28 33.     (N)    074 24 35.     (W)     SCALED    
 KV0933* NAVD 88     -        20.810  (meters)      68.27   (feet)  ADJUSTED  
 KV0933  ___________________________________________________________________
 KV0933  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV0933  DYNAMIC HT  -          20.801 (meters)      68.24  (feet)  COMP
 KV0933  MODELED GRAV-     980,195.6   (mgal)                       NAVD 88
 KV0933
 KV0933  VERT ORDER  -  SECOND    CLASS 0
 KV0933
 KV0933.The horizontal coordinates were scaled from a topographic map and have
 KV0933.an estimated accuracy of +/- 6 seconds.
 KV0933
 KV0933.The orthometric height was determined by differential leveling
 KV0933.and adjusted by the National Geodetic Survey in June 1991..
 KV0933
 KV0933.The geoid height was determined by GEOID03.
 KV0933
 KV0933.The dynamic height is computed by dividing the NAVD 88
 KV0933.geopotential number by the normal gravity value computed on the
 KV0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0933.degrees latitude (g = 980.6199 gals.).
 KV0933
 KV0933.The modeled gravity was interpolated from observed gravity values.
 KV0933
 KV0933;                    North         East    Units  Estimated Accuracy
 KV0933;SPC NJ       -   182,350.      157,660.      MT  (+/- 180 meters Scaled)
 KV0933
 KV0933                          SUPERSEDED SURVEY CONTROL
 KV0933
 KV0933  NGVD 29 (04/16/92)   21.106  (m)           69.25   (f) ADJUSTED    2 0
 KV0933
 KV0933.Superseded values are not recommended for survey control.
 KV0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0933.See file dsdata.txt to determine how the superseded data were derived.
 KV0933
 KV0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK500807(NAD 83)
 KV0933_MARKER: DB = BENCH MARK DISK
 KV0933_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0933_SP_SET: CURB
 KV0933_STAMPING: S 53 1961
 KV0933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0933
 KV0933  HISTORY     - Date     Condition        Report By
 KV0933  HISTORY     - 1961     MONUMENTED       CGS
 KV0933  HISTORY     - 1970     MARK NOT FOUND   NGS
 KV0933  HISTORY     - 1984     GOOD             LOCSUR
 KV0933
 KV0933                          STATION DESCRIPTION
 KV0933
 KV0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0933'2 MI SE FROM NEW BRUNSWICK.
 KV0933'TWO MILES SOUTHEAST ALONG STATE HIGHWAY 18 FROM THE RARITAN AVE.
 KV0933'BRIDGE OVER THE DELAWARE AND RARITAN CANAL AT NEW BRUNSWICK, IN
 KV0933'THE EAST END OF THE HEADWALL AT THE END OF THE OVERPASS OVER THE
 KV0933'NORTH BOUND LANES OF THE NEW JERSEY TURNPIKE, 25 FEET EAST OF THE
 KV0933'CENTERLINE OF THE EAST LANE OF HIGHWAY 18, TWO FEET ABOVE THE
 KV0933'LEVEL OF THE HIGHWAY AND ONE FOOT SOUTH OF THE NORTH END OF THE
 KV0933'EAST HEADWALL.  SET IN A DRILL HOLE IN THE CURB.
 KV0933
 KV0933                          STATION RECOVERY (1970)
 KV0933
 KV0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KV0933'MARK NOT FOUND.
 KV0933
 KV0933                          STATION RECOVERY (1984)
 KV0933
 KV0933'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 KV0933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0850 ***********************************************************************
 KV0850  DESIGNATION -  S 54
 KV0850  PID         -  KV0850
 KV0850  STATE/COUNTY-  NJ/OCEAN
 KV0850  USGS QUAD   -  POINT PLEASANT (1989)
 KV0850
 KV0850                         *CURRENT SURVEY CONTROL
 KV0850  ___________________________________________________________________
 KV0850* NAD 83(1986)-  40 03 39.     (N)    074 06 56.     (W)     SCALED    
 KV0850* NAVD 88     -         3.053  (meters)      10.02   (feet)  ADJUSTED  
 KV0850  ___________________________________________________________________
 KV0850  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV0850  DYNAMIC HT  -           3.052 (meters)      10.01  (feet)  COMP
 KV0850  MODELED GRAV-     980,160.6   (mgal)                       NAVD 88
 KV0850
 KV0850  VERT ORDER  -  SECOND    CLASS 0
 KV0850
 KV0850.The horizontal coordinates were scaled from a topographic map and have
 KV0850.an estimated accuracy of +/- 6 seconds.
 KV0850
 KV0850.The orthometric height was determined by differential leveling
 KV0850.and adjusted by the National Geodetic Survey in June 1991..
 KV0850
 KV0850.The geoid height was determined by GEOID03.
 KV0850
 KV0850.The dynamic height is computed by dividing the NAVD 88
 KV0850.geopotential number by the normal gravity value computed on the
 KV0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0850.degrees latitude (g = 980.6199 gals.).
 KV0850
 KV0850.The modeled gravity was interpolated from observed gravity values.
 KV0850
 KV0850;                    North         East    Units  Estimated Accuracy
 KV0850;SPC NJ       -   136,340.      182,800.      MT  (+/- 180 meters Scaled)
 KV0850
 KV0850                          SUPERSEDED SURVEY CONTROL
 KV0850
 KV0850  NGVD 29 (04/16/92)    3.387  (m)           11.11   (f) ADJUSTED    2 0
 KV0850
 KV0850.Superseded values are not recommended for survey control.
 KV0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0850.See file dsdata.txt to determine how the superseded data were derived.
 KV0850
 KV0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK754348(NAD 83)
 KV0850_MARKER: DB = BENCH MARK DISK
 KV0850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0850_SP_SET: POOL RIM
 KV0850_STAMPING: S 54 1961
 KV0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0850
 KV0850  HISTORY     - Date     Condition        Report By
 KV0850  HISTORY     - 1961     MONUMENTED       CGS
 KV0850  HISTORY     - 1981     GOOD             LOCENG
 KV0850  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0850  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0850  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV0850
 KV0850                          STATION DESCRIPTION
 KV0850
 KV0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0850'4.8 MI SW FROM BAY HEAD.
 KV0850'1.5 MILE WEST ON BRIDGE AVE. FROM THE POST OFFICE AT BAY HEAD,
 KV0850'THENCE 0.9 MILE SOUTH ON BEAVER DAM ROAD, THENCE 1.4 MILES
 KV0850'WEST ON METEDECONK OR PRINCETON ROAD, AT HURRICANE HARBOR
 KV0850'CAMP, NORTH OF THE BOAT DOCKS AT THE SOUTHWEST CORNER OF THE
 KV0850'SWIMMING POOL, 50 FEET SOUTH OF THE BATH HOUSE, 12 FEET NORTH
 KV0850'OF A DIRT ROAD AND 1 FOOT SOUTH OF A CHAIN LINK FENCE.  SET IN A
 KV0850'DRILL HOLE IN THE POOL RIM.
 KV0850
 KV0850                          STATION RECOVERY (1981)
 KV0850
 KV0850'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 KV0850'RECOVERED IN GOOD CONDITION.
 KV0850
 KV0850                          STATION RECOVERY (1987)
 KV0850
 KV0850'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0850'MARK NOT FOUND.
 KV0850
 KV0850                          STATION RECOVERY (1987)
 KV0850
 KV0850'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0850'MARK NOT FOUND.
 KV0850
 KV0850                          STATION RECOVERY (1990)
 KV0850
 KV0850'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0265 ***********************************************************************
 JU0265  DESIGNATION -  S 55
 JU0265  PID         -  JU0265
 JU0265  STATE/COUNTY-  NJ/ATLANTIC
 JU0265  USGS QUAD   -  OCEANVILLE (1989)
 JU0265
 JU0265                         *CURRENT SURVEY CONTROL
 JU0265  ___________________________________________________________________
 JU0265* NAD 83(1986)-  39 29 00.     (N)    074 27 31.     (W)     SCALED    
 JU0265* NAVD 88     -        10.928  (meters)      35.85   (feet)  ADJUSTED  
 JU0265  ___________________________________________________________________
 JU0265  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JU0265  DYNAMIC HT  -          10.922 (meters)      35.83  (feet)  COMP
 JU0265  MODELED GRAV-     980,131.8   (mgal)                       NAVD 88
 JU0265
 JU0265  VERT ORDER  -  FIRST     CLASS I
 JU0265
 JU0265.The horizontal coordinates were scaled from a topographic map and have
 JU0265.an estimated accuracy of +/- 6 seconds.
 JU0265
 JU0265.The orthometric height was determined by differential leveling
 JU0265.and adjusted by the National Geodetic Survey in June 1991..
 JU0265
 JU0265.The geoid height was determined by GEOID03.
 JU0265
 JU0265.The dynamic height is computed by dividing the NAVD 88
 JU0265.geopotential number by the normal gravity value computed on the
 JU0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0265.degrees latitude (g = 980.6199 gals.).
 JU0265
 JU0265.The modeled gravity was interpolated from observed gravity values.
 JU0265
 JU0265;                    North         East    Units  Estimated Accuracy
 JU0265;SPC NJ       -    72,160.      153,560.      MT  (+/- 180 meters Scaled)
 JU0265
 JU0265                          SUPERSEDED SURVEY CONTROL
 JU0265
 JU0265  NGVD 29 (04/16/92)   11.316  (m)           37.13   (f) ADJUSTED    1 1
 JU0265
 JU0265.Superseded values are not recommended for survey control.
 JU0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0265.See file dsdata.txt to determine how the superseded data were derived.
 JU0265
 JU0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ465705(NAD 83)
 JU0265_MARKER: DB = BENCH MARK DISK
 JU0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0265_STAMPING: S 55 1961
 JU0265_MARK LOGO: CGS   
 JU0265_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0265+STABILITY: SURFACE MOTION
 JU0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0265+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1995
 JU0265
 JU0265  HISTORY     - Date     Condition        Report By
 JU0265  HISTORY     - 1961     MONUMENTED       CGS
 JU0265  HISTORY     - 1964     GOOD             CGS
 JU0265  HISTORY     - 1979     GOOD             NGS
 JU0265  HISTORY     - 19950316 GOOD             NJGS
 JU0265
 JU0265                          STATION DESCRIPTION
 JU0265
 JU0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0265'1.1 MI N FROM OCEANVILLE.
 JU0265'1.1 MILES NORTH ALONG U.S. HIGHWAY 9 FROM THE POST OFFICE AT
 JU0265'OCEANVILLE, 0.7 MILE SOUTH OF THE JUNCTION OF ATLANTIC COUNTY
 JU0265'ROAD 561, 27.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 19
 JU0265'FEET SOUTH OF THE CENTER LINE OF DRIVEWAY LEADING TO HOUSE NO.
 JU0265'1455, 45 1/2 FEET WEST OF AND ACROSS HIGHWAY FROM POWER POLE
 JU0265'10522, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 JU0265'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JU0265'POST THAT IS PROJECTING ABOUT 0.1 FOOT.
 JU0265
 JU0265                          STATION RECOVERY (1979)
 JU0265
 JU0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0265'RECOVERED IN GOOD CONDITION.
 JU0265
 JU0265                          STATION RECOVERY (1995)
 JU0265
 JU0265'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0265'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  HOUSE NUMBER 1455
 JU0265'IS NOW KNOWN AS HOUSE NUMBER 61 AND THE STATION IS ALSO 66 FT (20.1 M)
 JU0265'NORTH FROM POLE NUMBER 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0374 ***********************************************************************
 JU0374  DESIGNATION -  S 56
 JU0374  PID         -  JU0374
 JU0374  STATE/COUNTY-  NJ/CAPE MAY
 JU0374  USGS QUAD   -  OCEAN CITY (1994)
 JU0374
 JU0374                         *CURRENT SURVEY CONTROL
 JU0374  ___________________________________________________________________
 JU0374* NAD 83(1986)-  39 16 01.     (N)    074 36 04.     (W)     SCALED    
 JU0374* NAVD 88     -         1.207  (meters)       3.96   (feet)  ADJUSTED  
 JU0374  ___________________________________________________________________
 JU0374  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 JU0374  DYNAMIC HT  -           1.206 (meters)       3.96  (feet)  COMP
 JU0374  MODELED GRAV-     980,096.2   (mgal)                       NAVD 88
 JU0374
 JU0374  VERT ORDER  -  FIRST     CLASS I
 JU0374
 JU0374.This mark is at Ocean City Airport (26N)
 JU0374
 JU0374.The horizontal coordinates were scaled from a topographic map and have
 JU0374.an estimated accuracy of +/- 6 seconds.
 JU0374
 JU0374.The orthometric height was determined by differential leveling
 JU0374.and adjusted by the National Geodetic Survey in June 1991..
 JU0374.WARNING-Repeat measurements at this control monument indicate possible
 JU0374.vertical movement.
 JU0374
 JU0374.The geoid height was determined by GEOID03.
 JU0374
 JU0374.The dynamic height is computed by dividing the NAVD 88
 JU0374.geopotential number by the normal gravity value computed on the
 JU0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0374.degrees latitude (g = 980.6199 gals.).
 JU0374
 JU0374.The modeled gravity was interpolated from observed gravity values.
 JU0374
 JU0374;                    North         East    Units  Estimated Accuracy
 JU0374;SPC NJ       -    48,140.      141,280.      MT  (+/- 180 meters Scaled)
 JU0374
 JU0374                          SUPERSEDED SURVEY CONTROL
 JU0374
 JU0374  NGVD 29 (04/16/92)    1.599  (m)            5.25   (f) ADJUSTED    1 1
 JU0374
 JU0374.Superseded values are not recommended for survey control.
 JU0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0374.See file dsdata.txt to determine how the superseded data were derived.
 JU0374
 JU0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ344464(NAD 83)
 JU0374_MARKER: DB = BENCH MARK DISK
 JU0374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0374_SP_SET: FOUNDATION
 JU0374_STAMPING: S 56 1961
 JU0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0374
 JU0374  HISTORY     - Date     Condition        Report By
 JU0374  HISTORY     - 1961     MONUMENTED       CGS
 JU0374  HISTORY     - 1964     GOOD             CGS
 JU0374  HISTORY     - 1983     MARK NOT FOUND   USGS
 JU0374
 JU0374                          STATION DESCRIPTION
 JU0374
 JU0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0374'AT OCEAN CITY.
 JU0374'AT OCEAN CITY, AT OCEAN CITY AIRPORT, 9.2 FEET SOUTHWEST OF THE
 JU0374'SOUTH CORNER OF THE METAL HANGAR, SET IN THE TOP AT THE EAST
 JU0374'CORNER OF THE MIDDLE ONE OF THREE CONCRETE FOUNDATIONS THAT
 JU0374'SUPPORTS THE DOOR SLIDE TRACK FOR THE HANGAR AND IS ABOUT FLUSH
 JU0374'WITH THE GROUND.
 JU0374
 JU0374                          STATION RECOVERY (1983)
 JU0374
 JU0374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JU0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0379 ***********************************************************************
 JU0379  DESIGNATION -  S 57
 JU0379  PID         -  JU0379
 JU0379  STATE/COUNTY-  NJ/CAPE MAY
 JU0379  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0379
 JU0379                         *CURRENT SURVEY CONTROL
 JU0379  ___________________________________________________________________
 JU0379* NAD 83(1986)-  39 13 51.     (N)    074 37 47.     (W)     SCALED    
 JU0379* NAVD 88     -         1.721  (meters)       5.65   (feet)  ADJUSTED  
 JU0379  ___________________________________________________________________
 JU0379  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 JU0379  DYNAMIC HT  -           1.720 (meters)       5.64  (feet)  COMP
 JU0379  MODELED GRAV-     980,089.5   (mgal)                       NAVD 88
 JU0379
 JU0379  VERT ORDER  -  FIRST     CLASS II
 JU0379
 JU0379.The horizontal coordinates were scaled from a topographic map and have
 JU0379.an estimated accuracy of +/- 6 seconds.
 JU0379
 JU0379.The orthometric height was determined by differential leveling
 JU0379.and adjusted by the National Geodetic Survey in June 1991..
 JU0379
 JU0379.The geoid height was determined by GEOID03.
 JU0379
 JU0379.The dynamic height is computed by dividing the NAVD 88
 JU0379.geopotential number by the normal gravity value computed on the
 JU0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0379.degrees latitude (g = 980.6199 gals.).
 JU0379
 JU0379.The modeled gravity was interpolated from observed gravity values.
 JU0379
 JU0379;                    North         East    Units  Estimated Accuracy
 JU0379;SPC NJ       -    44,130.      138,800.      MT  (+/- 180 meters Scaled)
 JU0379
 JU0379                          SUPERSEDED SURVEY CONTROL
 JU0379
 JU0379  NGVD 29 (04/16/92)    2.111  (m)            6.93   (f) ADJUSTED    1 2
 JU0379
 JU0379.Superseded values are not recommended for survey control.
 JU0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0379.See file dsdata.txt to determine how the superseded data were derived.
 JU0379
 JU0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ319424(NAD 83)
 JU0379_MARKER: DB = BENCH MARK DISK
 JU0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0379_STAMPING: S 57 1961
 JU0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0379+STABILITY: SURFACE MOTION
 JU0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0379+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2006
 JU0379
 JU0379  HISTORY     - Date     Condition        Report By
 JU0379  HISTORY     - 1961     MONUMENTED       CGS
 JU0379  HISTORY     - 1979     GOOD             NGS
 JU0379  HISTORY     - 20060224 GOOD             GEOCAC
 JU0379
 JU0379                          STATION DESCRIPTION
 JU0379
 JU0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0379'1 MI SW FROM OCEAN CITY.
 JU0379'4.15 MILES SOUTHWEST ON ASBURY AVENUE FROM THE CITY HALL IN OCEAN
 JU0379'CITY, 95 FEET SOUTHWEST OF THE CENTER LINE OF 50TH STREET, 21
 JU0379'FEET NORTHWEST OF THE CENTER LINE OF ASBURY AVENUE, 2.6 FEET
 JU0379'NORTHEAST OF POWER LINE POLE 15034.  SET IN THE TOP OF A CONCRETE
 JU0379'POST 1 FOOT ABOVE LEVEL OF THE STREET.
 JU0379
 JU0379                          STATION RECOVERY (1979)
 JU0379
 JU0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0379'RECOVERED IN GOOD CONDITION.
 JU0379
 JU0379                          STATION RECOVERY (2006)
 JU0379
 JU0379'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0379'HANDHELD COORDINATES ARE N39-13-51.78 W074-37-48.12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0439 ***********************************************************************
 JU0439  DESIGNATION -  S 58
 JU0439  PID         -  JU0439
 JU0439  STATE/COUNTY-  NJ/CAPE MAY
 JU0439  USGS QUAD   -  STONE HARBOR (1972)
 JU0439
 JU0439                         *CURRENT SURVEY CONTROL
 JU0439  ___________________________________________________________________
 JU0439* NAD 83(1986)-  39 04 01.     (N)    074 47 03.     (W)     SCALED    
 JU0439* NAVD 88     -         2.339  (meters)       7.67   (feet)  ADJUSTED  
 JU0439  ___________________________________________________________________
 JU0439  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 JU0439  DYNAMIC HT  -           2.338 (meters)       7.67  (feet)  COMP
 JU0439  MODELED GRAV-     980,062.3   (mgal)                       NAVD 88
 JU0439
 JU0439  VERT ORDER  -  FIRST     CLASS II
 JU0439
 JU0439.The horizontal coordinates were scaled from a topographic map and have
 JU0439.an estimated accuracy of +/- 6 seconds.
 JU0439
 JU0439.The orthometric height was determined by differential leveling
 JU0439.and adjusted by the National Geodetic Survey in March 2001..
 JU0439.No vertical observational check was made to the station.
 JU0439
 JU0439.The geoid height was determined by GEOID03.
 JU0439
 JU0439.The dynamic height is computed by dividing the NAVD 88
 JU0439.geopotential number by the normal gravity value computed on the
 JU0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0439.degrees latitude (g = 980.6199 gals.).
 JU0439
 JU0439.The modeled gravity was interpolated from observed gravity values.
 JU0439
 JU0439;                    North         East    Units  Estimated Accuracy
 JU0439;SPC NJ       -    25,970.      125,410.      MT  (+/- 180 meters Scaled)
 JU0439
 JU0439                          SUPERSEDED SURVEY CONTROL
 JU0439
 JU0439  NAVD 88 (06/15/91)    2.317  (m)            7.60   (f) UNKNOWN     2 0
 JU0439  NGVD 29 (04/16/92)    2.717  (m)            8.91   (f) ADJUSTED    2 0
 JU0439
 JU0439.Superseded values are not recommended for survey control.
 JU0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0439.See file dsdata.txt to determine how the superseded data were derived.
 JU0439
 JU0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ186242(NAD 83)
 JU0439_MARKER: DB = BENCH MARK DISK
 JU0439_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU0439_SP_SET: BRIDGE ABUTMENT
 JU0439_STAMPING: S 58 1961
 JU0439_MARK LOGO: CGS   
 JU0439_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0439+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1996
 JU0439
 JU0439  HISTORY     - Date     Condition        Report By
 JU0439  HISTORY     - 1961     MONUMENTED       CGS
 JU0439  HISTORY     - 19960924 GOOD             NJGS
 JU0439
 JU0439                          STATION DESCRIPTION
 JU0439
 JU0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0439'2.2 MI SE FROM CAPE MAY COURT HOUSE.
 JU0439'2.15 MILES SOUTHEAST ON STONE HARBOR BOULEVARD FROM THE JUNCTION
 JU0439'WITH U.S. HIGHWAY 9 IN CAPE MAY COURT HOUSE THENCE 1.6 MILE
 JU0439'NORTHWEST ON STONE HARBOR BOULEVARD FROM THE POST OFFICE IN STONE
 JU0439'HARBOR.  13 FEET NORTHEAST OF THE CENTER LINE OF STONE HARBOR
 JU0439'BOULEVARD AND ABOUT LEVEL WITH THE HIGHWAY.  SET IN A DRILL HOLE
 JU0439'IN THE NORTH ABUTMENT AT THE NORTHWEST END OF SCOTCH BONNET BRIDGE.
 JU0439
 JU0439                          STATION RECOVERY (1996)
 JU0439
 JU0439'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU0439'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0980 ***********************************************************************
 JU0980  DESIGNATION -  S 59
 JU0980  PID         -  JU0980
 JU0980  STATE/COUNTY-  NJ/CUMBERLAND
 JU0980  USGS QUAD   -  CANTON (1993)
 JU0980
 JU0980                         *CURRENT SURVEY CONTROL
 JU0980  ___________________________________________________________________
 JU0980* NAD 83(1986)-  39 23 43.     (N)    075 23 14.     (W)     SCALED    
 JU0980* NAVD 88     -         4.847  (meters)      15.90   (feet)  ADJUSTED  
 JU0980  ___________________________________________________________________
 JU0980  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JU0980  DYNAMIC HT  -           4.844 (meters)      15.89  (feet)  COMP
 JU0980  MODELED GRAV-     980,114.9   (mgal)                       NAVD 88
 JU0980
 JU0980  VERT ORDER  -  SECOND    CLASS 0
 JU0980
 JU0980.The horizontal coordinates were scaled from a topographic map and have
 JU0980.an estimated accuracy of +/- 6 seconds.
 JU0980
 JU0980.The orthometric height was determined by differential leveling
 JU0980.and adjusted by the National Geodetic Survey in June 1991..
 JU0980
 JU0980.The geoid height was determined by GEOID03.
 JU0980
 JU0980.The dynamic height is computed by dividing the NAVD 88
 JU0980.geopotential number by the normal gravity value computed on the
 JU0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0980.degrees latitude (g = 980.6199 gals.).
 JU0980
 JU0980.The modeled gravity was interpolated from observed gravity values.
 JU0980
 JU0980;                    North         East    Units  Estimated Accuracy
 JU0980;SPC NJ       -    62,760.       73,580.      MT  (+/- 180 meters Scaled)
 JU0980
 JU0980                          SUPERSEDED SURVEY CONTROL
 JU0980
 JU0980  NGVD 29 (04/16/92)    5.149  (m)           16.89   (f) ADJUSTED    2 0
 JU0980
 JU0980.Superseded values are not recommended for survey control.
 JU0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0980.See file dsdata.txt to determine how the superseded data were derived.
 JU0980
 JU0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ666607(NAD 83)
 JU0980_MARKER: DB = BENCH MARK DISK
 JU0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0980_STAMPING: S 59 1961
 JU0980_MARK LOGO: CGS   
 JU0980_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0980+STABILITY: SURFACE MOTION
 JU0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0980+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1998
 JU0980
 JU0980  HISTORY     - Date     Condition        Report By
 JU0980  HISTORY     - 1961     MONUMENTED       CGS
 JU0980  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 JU0980  HISTORY     - 19980924 GOOD             NJGS
 JU0980
 JU0980                          STATION DESCRIPTION
 JU0980
 JU0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0980'1.5 MI NE FROM BAYSIDE.
 JU0980'0.9 MILE NORTHEAST ON BAYSIDE ROAD FROM FISCHER PIER IN BAYSIDE
 JU0980'THENCE 0.6 MILE NORTH ON BLACKTOPPED ROAD TO THE SECOND CURVE.  0.1
 JU0980'MILE NORTH OF THE DRIVEWAY TO A FARMHOUSE AT THE ABANDONED
 JU0980'GREENWICH AIRPORT.  29 FEET WEST OF THE CENTERLINE OF THE ROAD
 JU0980'LEADING NORTH AND SOUTH, 17 FEET SOUTH OF THE PROLONGED CENTER
 JU0980'LINE OF THE ROAD AFTER IT TURNS EAST AND WEST, 7.6 FEET SOUTH OF
 JU0980'POWER LINE POLE NO. B-27560, POLE IS WHERE POWER LINE TURNS,
 JU0980'AND 2 FEET EAST OF A METAL WITNESS POST.  SET IN THE TOP OF A
 JU0980'CONCRETE POST PROJECTING 3 INCHES.
 JU0980
 JU0980                          STATION RECOVERY (1995)
 JU0980
 JU0980'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0980'MARK NOT FOUND.
 JU0980
 JU0980                          STATION RECOVERY (1998)
 JU0980
 JU0980'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 JU0980'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE FARMHOUSE AND
 JU0980'THE DRIVEWAY HAVE BEEN DEMOLISHED AT SOME TIME IN THE PAST.  NO TRACE
 JU0980'OF THE ABANDONED GREENWICH AIRPORT EXISTS AS THE AREA IS NOW A
 JU0980'CULTIVATED FIELD.  A COMPLETE NEW DESCRIPTION FOLLOWS.  THE STATION IS
 JU0980'LOCATED IN GREENWICH TOWNSHIP ON THE WEST SIDE OF WEATHERHILL ROAD.
 JU0980'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 49 AND 77 IN
 JU0980'BRIDGETON, GO WEST ON STATE ROUTE 49 FOR 0.7 MI (1.1 KM) TO THE
 JU0980'INTERSECTION WITH SOUTHWEST AVENUE AT A TRAFFIC LIGHT.  TURN LEFT AND
 JU0980'GO 0.1 MI (0.2 KM) ON SOUTHWEST AVENUE TO THE INTERSECTION WITH
 JU0980'BOWENTOWN ROAD, COUNTY ROAD 607 ON THE RIGHT.  TURN RIGHT AND GO WEST
 JU0980'ON COUNTY ROAD 607 FOR 6.1 MI (9.8 KM) TO THE TEE INTERSECTION WITH
 JU0980'MAIN STREET, COUNTY ROAD 623 IN GREENWICH.  TURN RIGHT AND GO
 JU0980'NORTHWEST ON COUNTY ROAD 623 FOR 1.9 MI (3.1 KM) TO THE TEE
 JU0980'INTERSECTION WITH MILL ROAD, COUNTY ROAD 703 IN OTHELLO.  TURN LEFT
 JU0980'AND GO SOUTHWEST ON MILL ROAD FOR 1.35 MI (2.17 KM) TO THE CROSSROADS
 JU0980'INTERSECTION WITH GUM TREE CORNER ROAD.  CONTINUE SOUTHWEST ON COUNTY
 JU0980'ROAD 703 FOR 0.65 MI (1.05 KM) TO A WYE JUNCTION WITH WEATHERHILL ROAD
 JU0980'TO THE RIGHT AND TINDALL ISLAND ROAD, COUNTY ROAD 642 TO THE LEFT.
 JU0980'BEAR TO THE RIGHT AND CONTINUE SOUTHWEST ON WEATHERHILL ROAD FOR 0.55
 JU0980'MI (0.89 KM) TO A SHARP LEFT TURN IN THE ROAD AND THE STATION ON THE
 JU0980'RIGHT, PROJECTING ABOUT 0.06 M (0.20 FT) ABOVE THE GROUND IN A LARGE
 JU0980'THICKET.  THE STATION IS ALSO ABOUT 0.6 MI (1.0 KM) NORTHWEST ON
 JU0980'WEATHERHILL ROAD FROM THE TEE JUNCTION WITH TAPPAN LANE.  THE STATION
 JU0980'IS 29.0 FT (8.8 M) WEST FROM THE CENTERLINE OF WEATHERHILL ROAD AND
 JU0980'7.6 FT (2.3 M) SOUTH FROM WOOD UTILITY POLE NUMBER B 27560.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0056 ***********************************************************************
 JU0056  DESIGNATION -  S 6
 JU0056  PID         -  JU0056
 JU0056  STATE/COUNTY-  NJ/OCEAN
 JU0056  USGS QUAD   -  FORKED RIVER (1989)
 JU0056
 JU0056                         *CURRENT SURVEY CONTROL
 JU0056  ___________________________________________________________________
 JU0056* NAD 83(1986)-  39 50 27.     (N)    074 11 45.     (W)     SCALED    
 JU0056* NAVD 88     -         5.548  (meters)      18.20   (feet)  POSTED    
 JU0056  ___________________________________________________________________
 JU0056  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU0056  DYNAMIC HT  -           5.550 (meters)      18.21  (feet)  COMP
 JU0056  MODELED GRAV-     980,165.9   (mgal)                       NAVD 88
 JU0056
 JU0056  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0056
 JU0056.The horizontal coordinates were scaled from a topographic map and have
 JU0056.an estimated accuracy of +/- 6 seconds.
 JU0056
 JU0056.The orthometric height was determined by differential leveling
 JU0056.and adjusted by the National Geodetic Survey in 1992..
 JU0056.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0056.rate of 0.0 thru 1.0 mm/km.
 JU0056
 JU0056.The geoid height was determined by GEOID03.
 JU0056
 JU0056.The dynamic height is computed by dividing the NAVD 88
 JU0056.geopotential number by the normal gravity value computed on the
 JU0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0056.degrees latitude (g = 980.6199 gals.).
 JU0056
 JU0056.The modeled gravity was interpolated from observed gravity values.
 JU0056
 JU0056;                    North         East    Units  Estimated Accuracy
 JU0056;SPC NJ       -   111,890.      176,030.      MT  (+/- 180 meters Scaled)
 JU0056
 JU0056                          SUPERSEDED SURVEY CONTROL
 JU0056
 JU0056  NGVD 29 (??/??/??)    5.942  (m)           19.49   (f) ADJUSTED    1 2
 JU0056
 JU0056.Superseded values are not recommended for survey control.
 JU0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0056.See file dsdata.txt to determine how the superseded data were derived.
 JU0056
 JU0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK688104(NAD 83)
 JU0056_MARKER: DB = BENCH MARK DISK
 JU0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0056_STAMPING: 19.495 S 6 1930
 JU0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0056+STABILITY: SURFACE MOTION
 JU0056
 JU0056  HISTORY     - Date     Condition        Report By
 JU0056  HISTORY     - 1930     MONUMENTED       CGS
 JU0056  HISTORY     - 1964     MARK NOT FOUND   CGS
 JU0056  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0056  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0056  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0056
 JU0056                          STATION DESCRIPTION
 JU0056
 JU0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0056'AT FORKED RIVER.
 JU0056'AT FORKED RIVER, ON THE CENTRAL RAILROAD OF NEW JERSEY, AT THE
 JU0056'FIRST ROAD CROSSING NORTH OF THE STATION, 44.5 FEET SOUTH OF THE
 JU0056'CENTERLINE OF THE ROAD, 20.2 FEET WEST OF THE WEST RAIL, AND 2
 JU0056'INCHES UNDER GROUND.  A STANDARD DISK, STAMPED 19.495 S 6 1930
 JU0056'AND SET IN THE TOP OF A CONCRETE POST.
 JU0056
 JU0056                          STATION RECOVERY (1985)
 JU0056
 JU0056'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0056'MARK NOT FOUND.
 JU0056
 JU0056                          STATION RECOVERY (1987)
 JU0056
 JU0056'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0056'MARK NOT FOUND.
 JU0056
 JU0056                          STATION RECOVERY (1987)
 JU0056
 JU0056'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0554 ***********************************************************************
 JU0554  DESIGNATION -  S 62
 JU0554  PID         -  JU0554
 JU0554  STATE/COUNTY-  NJ/CAMDEN
 JU0554  USGS QUAD   -  WILLIAMSTOWN (1981)
 JU0554
 JU0554                         *CURRENT SURVEY CONTROL
 JU0554  ___________________________________________________________________
 JU0554* NAD 83(1986)-  39 41 04.     (N)    074 52 43.     (W)     SCALED    
 JU0554* NAVD 88     -        37.017  (meters)     121.45   (feet)  ADJUSTED  
 JU0554  ___________________________________________________________________
 JU0554  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JU0554  DYNAMIC HT  -          36.999 (meters)     121.39  (feet)  COMP
 JU0554  MODELED GRAV-     980,130.9   (mgal)                       NAVD 88
 JU0554
 JU0554  VERT ORDER  -  FIRST     CLASS I
 JU0554
 JU0554.The horizontal coordinates were scaled from a topographic map and have
 JU0554.an estimated accuracy of +/- 6 seconds.
 JU0554
 JU0554.The orthometric height was determined by differential leveling
 JU0554.and adjusted by the National Geodetic Survey in June 1991..
 JU0554
 JU0554.The geoid height was determined by GEOID03.
 JU0554
 JU0554.The dynamic height is computed by dividing the NAVD 88
 JU0554.geopotential number by the normal gravity value computed on the
 JU0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0554.degrees latitude (g = 980.6199 gals.).
 JU0554
 JU0554.The modeled gravity was interpolated from observed gravity values.
 JU0554
 JU0554;                    North         East    Units  Estimated Accuracy
 JU0554;SPC NJ       -    94,550.      117,520.      MT  (+/- 180 meters Scaled)
 JU0554
 JU0554                          SUPERSEDED SURVEY CONTROL
 JU0554
 JU0554  NGVD 29 (??/??/??)   37.383  (m)          122.65   (f) ADJUSTED    1 1
 JU0554
 JU0554.Superseded values are not recommended for survey control.
 JU0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0554.See file dsdata.txt to determine how the superseded data were derived.
 JU0554
 JU0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ104927(NAD 83)
 JU0554_MARKER: DB = BENCH MARK DISK
 JU0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0554_STAMPING: S 62 1962
 JU0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0554+STABILITY: SURFACE MOTION
 JU0554
 JU0554  HISTORY     - Date     Condition        Report By
 JU0554  HISTORY     - 1962     MONUMENTED       CGS
 JU0554  HISTORY     - 1964     GOOD             CGS
 JU0554  HISTORY     - 1983     GOOD             LOCSUR
 JU0554
 JU0554                          STATION DESCRIPTION
 JU0554
 JU0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0554'2.1 MI NW FROM WINSLOW JUNCTION.
 JU0554'2.1 MILES NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0554'FROM THE STATION AT WINSLOW JUNCTION, ABOUT 0.2 MILE SOUTHEAST
 JU0554'OF A BLACK TOP ROAD CROSSING, AT A FARM ROAD CROSSING, 52 FEET
 JU0554'NORTH OF CENTER OF CROSSING, 17 FEET NORTHEAST OF NORTHEAST RAIL,
 JU0554'13 FEET SOUTHEAST OF A STEEL POST SUPPORTING A RAILROAD CROSSING
 JU0554'SIGN, 4 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 1 FOOT BELOW LEVEL
 JU0554'OF TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 JU0554'INCHES.
 JU0554
 JU0554                          STATION RECOVERY (1983)
 JU0554
 JU0554'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JU0554'RAILROAD SIGN IS GONE AND FARM ROAD IS ALMOST OBILITERATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0692 ***********************************************************************
 JU0692  DESIGNATION -  S 63
 JU0692  PID         -  JU0692
 JU0692  STATE/COUNTY-  NJ/CAMDEN
 JU0692  USGS QUAD   -  CAMDEN (1995)
 JU0692
 JU0692                         *CURRENT SURVEY CONTROL
 JU0692  ___________________________________________________________________
 JU0692* NAD 83(1986)-  39 57 34.     (N)    075 04 52.     (W)     SCALED    
 JU0692* NAVD 88     -        10.683  (meters)      35.05   (feet)  ADJUSTED  
 JU0692  ___________________________________________________________________
 JU0692  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU0692  DYNAMIC HT  -          10.679 (meters)      35.04  (feet)  COMP
 JU0692  MODELED GRAV-     980,188.6   (mgal)                       NAVD 88
 JU0692
 JU0692  VERT ORDER  -  FIRST     CLASS I
 JU0692
 JU0692.The horizontal coordinates were scaled from a topographic map and have
 JU0692.an estimated accuracy of +/- 6 seconds.
 JU0692
 JU0692.The orthometric height was determined by differential leveling
 JU0692.and adjusted by the National Geodetic Survey in June 1991..
 JU0692
 JU0692.The geoid height was determined by GEOID03.
 JU0692
 JU0692.The dynamic height is computed by dividing the NAVD 88
 JU0692.geopotential number by the normal gravity value computed on the
 JU0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0692.degrees latitude (g = 980.6199 gals.).
 JU0692
 JU0692.The modeled gravity was interpolated from observed gravity values.
 JU0692
 JU0692;                    North         East    Units  Estimated Accuracy
 JU0692;SPC NJ       -   125,170.      100,350.      MT  (+/- 180 meters Scaled)
 JU0692
 JU0692                          SUPERSEDED SURVEY CONTROL
 JU0692
 JU0692  NGVD 29 (??/??/??)   11.020  (m)           36.15   (f) ADJUSTED    1 1
 JU0692
 JU0692.Superseded values are not recommended for survey control.
 JU0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0692.See file dsdata.txt to determine how the superseded data were derived.
 JU0692
 JU0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK930232(NAD 83)
 JU0692_MARKER: DB = BENCH MARK DISK
 JU0692_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0692_SP_SET: CONCRETE BASE
 JU0692_STAMPING: S 63 1963
 JU0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0692
 JU0692  HISTORY     - Date     Condition        Report By
 JU0692  HISTORY     - 1963     MONUMENTED       CGS
 JU0692  HISTORY     - 1964     GOOD             CGS
 JU0692  HISTORY     - 19941120 GOOD             USPSQD
 JU0692
 JU0692                          STATION DESCRIPTION
 JU0692
 JU0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0692'1.6 MI SW FROM DELAIR.
 JU0692'1.6 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU0692'STATION AT DELAIR, AT THE CROSSING OF 36TH STREET, SET ON TOP OF
 JU0692'THE CONCRETE BASE OF THE 1ST STEEL POWER POLE SOUTHWEST OF THE
 JU0692'CROSSING, 70 FEET WEST-SOUTHWEST OF CENTER OF THE CROSSING, 6
 JU0692'FEET NORTHWEST OF NORTHWEST RAIL, 1.5 FEET SOUTHWEST OF SOUTH
 JU0692'CORNER OF A SIGNAL CONTROL BOX, AND ABOUT LEVEL WITH TRACK.
 JU0692
 JU0692                          STATION RECOVERY (1994)
 JU0692
 JU0692'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0526 ***********************************************************************
 JU0526  DESIGNATION -  S 64
 JU0526  PID         -  JU0526
 JU0526  STATE/COUNTY-  NJ/ATLANTIC
 JU0526  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0526
 JU0526                         *CURRENT SURVEY CONTROL
 JU0526  ___________________________________________________________________
 JU0526* NAD 83(1986)-  39 26 57.     (N)    074 34 47.     (W)     SCALED    
 JU0526* NAVD 88     -        18.904  (meters)      62.02   (feet)  ADJUSTED  
 JU0526  ___________________________________________________________________
 JU0526  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JU0526  DYNAMIC HT  -          18.894 (meters)      61.99  (feet)  COMP
 JU0526  MODELED GRAV-     980,124.3   (mgal)                       NAVD 88
 JU0526
 JU0526  VERT ORDER  -  FIRST     CLASS I
 JU0526
 JU0526.This mark is at Atlantic City Intl Airport (ACY)
 JU0526
 JU0526.The horizontal coordinates were scaled from a topographic map and have
 JU0526.an estimated accuracy of +/- 6 seconds.
 JU0526
 JU0526.The orthometric height was determined by differential leveling
 JU0526.and adjusted by the National Geodetic Survey in June 1991..
 JU0526
 JU0526.The geoid height was determined by GEOID03.
 JU0526
 JU0526.The dynamic height is computed by dividing the NAVD 88
 JU0526.geopotential number by the normal gravity value computed on the
 JU0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0526.degrees latitude (g = 980.6199 gals.).
 JU0526
 JU0526.The modeled gravity was interpolated from observed gravity values.
 JU0526
 JU0526;                    North         East    Units  Estimated Accuracy
 JU0526;SPC NJ       -    68,370.      143,140.      MT  (+/- 180 meters Scaled)
 JU0526
 JU0526                          SUPERSEDED SURVEY CONTROL
 JU0526
 JU0526  NGVD 29 (??/??/??)   19.284  (m)           63.27   (f) ADJUSTED    1 1
 JU0526
 JU0526.Superseded values are not recommended for survey control.
 JU0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0526.See file dsdata.txt to determine how the superseded data were derived.
 JU0526
 JU0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ361667(NAD 83)
 JU0526_MARKER: DB = BENCH MARK DISK
 JU0526_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0526_SP_SET: BUILDING
 JU0526_STAMPING: S 64 1963
 JU0526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0526
 JU0526  HISTORY     - Date     Condition        Report By
 JU0526  HISTORY     - 1963     MONUMENTED       CGS
 JU0526  HISTORY     - 1964     GOOD             CGS
 JU0526  HISTORY     - 1975     GOOD             CAB
 JU0526  HISTORY     - 1981     GOOD             USGS
 JU0526  HISTORY     - 19950228 MARK NOT FOUND   NGS
 JU0526
 JU0526                          STATION DESCRIPTION
 JU0526
 JU0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0526'1.6 MI SW FROM POMANA.
 JU0526'AT THE NATIONAL AVIATION FACILITIES EXPERIMENTAL CENTER, AT THE
 JU0526'ATLANTIC CITY MUNICIPAL AIR TERMINAL BUILDING, SET VERTICALLY IN
 JU0526'THE WEST FACE OF THE BRICK TERMINAL, 1 FOOT NORTH OF SOUTHWEST
 JU0526'CORNER OF THE BUILDING, AND 2 FEET ABOVE LEVEL OF GROUND.
 JU0526
 JU0526                          STATION RECOVERY (1975)
 JU0526
 JU0526'RECOVERY NOTE BY CIVIL AERONAUTICS BOARD 1975
 JU0526'RECOVERED IN GOOD CONDITION.
 JU0526
 JU0526                          STATION RECOVERY (1981)
 JU0526
 JU0526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 JU0526'RECOVERED IN GOOD CONDITION.
 JU0526
 JU0526                          STATION RECOVERY (1995)
 JU0526
 JU0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 JU0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0342 ***********************************************************************
 JU0342  DESIGNATION -  S 65
 JU0342  PID         -  JU0342
 JU0342  STATE/COUNTY-  NJ/ATLANTIC
 JU0342  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0342
 JU0342                         *CURRENT SURVEY CONTROL
 JU0342  ___________________________________________________________________
 JU0342* NAD 83(1986)-  39 25 04.     (N)    074 30 44.     (W)     SCALED    
 JU0342* NAVD 88     -         3.219  (meters)      10.56   (feet)  ADJUSTED  
 JU0342  ___________________________________________________________________
 JU0342  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JU0342  DYNAMIC HT  -           3.217 (meters)      10.55  (feet)  COMP
 JU0342  MODELED GRAV-     980,118.8   (mgal)                       NAVD 88
 JU0342
 JU0342  VERT ORDER  -  FIRST     CLASS I
 JU0342
 JU0342.The horizontal coordinates were scaled from a topographic map and have
 JU0342.an estimated accuracy of +/- 6 seconds.
 JU0342
 JU0342.The orthometric height was determined by differential leveling
 JU0342.and adjusted by the National Geodetic Survey in June 1991..
 JU0342
 JU0342.The geoid height was determined by GEOID03.
 JU0342
 JU0342.The dynamic height is computed by dividing the NAVD 88
 JU0342.geopotential number by the normal gravity value computed on the
 JU0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0342.degrees latitude (g = 980.6199 gals.).
 JU0342
 JU0342.The modeled gravity was interpolated from observed gravity values.
 JU0342
 JU0342;                    North         East    Units  Estimated Accuracy
 JU0342;SPC NJ       -    64,880.      148,950.      MT  (+/- 180 meters Scaled)
 JU0342
 JU0342                          SUPERSEDED SURVEY CONTROL
 JU0342
 JU0342  NGVD 29 (04/16/92)    3.610  (m)           11.84   (f) ADJUSTED    1 1
 JU0342
 JU0342.Superseded values are not recommended for survey control.
 JU0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0342.See file dsdata.txt to determine how the superseded data were derived.
 JU0342
 JU0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ419632(NAD 83)
 JU0342_MARKER: DB = BENCH MARK DISK
 JU0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0342_STAMPING: S 65 1964
 JU0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0342+STABILITY: SURFACE MOTION
 JU0342
 JU0342  HISTORY     - Date     Condition        Report By
 JU0342  HISTORY     - 1964     MONUMENTED       CGS
 JU0342  HISTORY     - 1979     GOOD             NGS
 JU0342
 JU0342                          STATION DESCRIPTION
 JU0342
 JU0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0342'AT ABSECON.
 JU0342'AT ABSECON, ABOUT 0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY 9 FROM
 JU0342'THE JUNCTION OF U.S. HIGHWAY 30, AT THE MC GINNIS AIRPORT,
 JU0342'372 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.7 FEET
 JU0342'NORTH OF THE EAST CORNER OF THE CONCRETE BLOCK HANGAR, 71.1 FEET
 JU0342'NORTHWEST OF BENCH MARK R 65 DESCRIBED, 1.8 FEET NORTHEAST OF
 JU0342'THE NORTHEAST WALL OF THE HANGAR AND SET IN THE TOP OF A CONCRETE
 JU0342'POST THAT PROJECTS ABOUT 0.3 FOOT ABOVE THE GROUND.
 JU0342
 JU0342                          STATION RECOVERY (1979)
 JU0342
 JU0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0131 ***********************************************************************
 JU0131  DESIGNATION -  S 66
 JU0131  PID         -  JU0131
 JU0131  STATE/COUNTY-  NJ/OCEAN
 JU0131  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0131
 JU0131                         *CURRENT SURVEY CONTROL
 JU0131  ___________________________________________________________________
 JU0131* NAD 83(1986)-  39 41 17.     (N)    074 14 33.     (W)     SCALED    
 JU0131* NAVD 88     -         4.948  (meters)      16.23   (feet)  ADJUSTED  
 JU0131  ___________________________________________________________________
 JU0131  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JU0131  DYNAMIC HT  -           4.946 (meters)      16.23  (feet)  COMP
 JU0131  MODELED GRAV-     980,161.2   (mgal)                       NAVD 88
 JU0131
 JU0131  VERT ORDER  -  FIRST     CLASS I
 JU0131
 JU0131.The horizontal coordinates were scaled from a topographic map and have
 JU0131.an estimated accuracy of +/- 6 seconds.
 JU0131
 JU0131.The orthometric height was determined by differential leveling
 JU0131.and adjusted by the National Geodetic Survey in June 1991..
 JU0131
 JU0131.The geoid height was determined by GEOID03.
 JU0131
 JU0131.The dynamic height is computed by dividing the NAVD 88
 JU0131.geopotential number by the normal gravity value computed on the
 JU0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0131.degrees latitude (g = 980.6199 gals.).
 JU0131
 JU0131.The modeled gravity was interpolated from observed gravity values.
 JU0131
 JU0131;                    North         East    Units  Estimated Accuracy
 JU0131;SPC NJ       -    94,910.      172,090.      MT  (+/- 180 meters Scaled)
 JU0131
 JU0131                          SUPERSEDED SURVEY CONTROL
 JU0131
 JU0131  NGVD 29 (01/10/92)    5.331  (m)           17.49   (f) ADJUSTED    1 1
 JU0131
 JU0131.Superseded values are not recommended for survey control.
 JU0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0131.See file dsdata.txt to determine how the superseded data were derived.
 JU0131
 JU0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ649934(NAD 83)
 JU0131_MARKER: DB = BENCH MARK DISK
 JU0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0131_STAMPING: S 66 1964
 JU0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0131+STABILITY: SURFACE MOTION
 JU0131
 JU0131  HISTORY     - Date     Condition        Report By
 JU0131  HISTORY     - 1964     MONUMENTED       CGS
 JU0131  HISTORY     - 1979     GOOD             NGS
 JU0131  HISTORY     - 1987     GOOD             USPSQD
 JU0131  HISTORY     - 19950201 MARK NOT FOUND   NJGS
 JU0131
 JU0131                          STATION DESCRIPTION
 JU0131
 JU0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0131'1 MI SE FROM MANAHAWKIN.
 JU0131'ABOUT 1.05 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE
 JU0131'INTERSECTION OF U.S. HIGHWAY 9 AT MANAHAWKIN, AT THE JUNCTION OF
 JU0131'MILL CREEK ROAD LEADING SOUTHEAST, 148 FEET SOUTH-SOUTHEAST OF
 JU0131'THE CENTER OF THE JUNCTION, 64.5 FEET SOUTHWEST OF THE CENTER LINE
 JU0131'OF THE HIGHWAY, 19.0 FEET NORTHEAST OF THE CENTER LINE OF MILL
 JU0131'CREEK ROAD, 66 FEET WEST OF POWER POLE 6835, 2.0 FEET SOUTH-SOUTHEAST
 JU0131'OF POWER POLE 15426, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 JU0131'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 JU0131
 JU0131                          STATION RECOVERY (1979)
 JU0131
 JU0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0131'NOTE--HIGHWAY 72 IS NOW 180.
 JU0131
 JU0131                          STATION RECOVERY (1987)
 JU0131
 JU0131'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0131'RECOVERED IN GOOD CONDITION.
 JU0131
 JU0131                          STATION RECOVERY (1995)
 JU0131
 JU0131'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0131'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0131'SEARCH BY A TWO MAN PARTY.  THE INTERSECTION HAS BEEN RECONSTRUCTED
 JU0131'SINCE THE LAST RECOVERY.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0173 ***********************************************************************
 JU0173  DESIGNATION -  S 67
 JU0173  PID         -  JU0173
 JU0173  STATE/COUNTY-  NJ/OCEAN
 JU0173  USGS QUAD   -  LONG BEACH NE (1977)
 JU0173
 JU0173                         *CURRENT SURVEY CONTROL
 JU0173  ___________________________________________________________________
 JU0173* NAD 83(1986)-  39 44 39.     (N)    074 06 52.     (W)     SCALED    
 JU0173* NAVD 88     -         1.754  (meters)       5.75   (feet)  ADJUSTED  
 JU0173  ___________________________________________________________________
 JU0173  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JU0173  DYNAMIC HT  -           1.753 (meters)       5.75  (feet)  COMP
 JU0173  MODELED GRAV-     980,160.6   (mgal)                       NAVD 88
 JU0173
 JU0173  VERT ORDER  -  FIRST     CLASS II
 JU0173
 JU0173.The horizontal coordinates were scaled from a topographic map and have
 JU0173.an estimated accuracy of +/- 6 seconds.
 JU0173
 JU0173.The orthometric height was determined by differential leveling
 JU0173.and adjusted by the National Geodetic Survey in March 2005..
 JU0173
 JU0173.The geoid height was determined by GEOID03.
 JU0173
 JU0173.The dynamic height is computed by dividing the NAVD 88
 JU0173.geopotential number by the normal gravity value computed on the
 JU0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0173.degrees latitude (g = 980.6199 gals.).
 JU0173
 JU0173.The modeled gravity was interpolated from observed gravity values.
 JU0173
 JU0173;                    North         East    Units  Estimated Accuracy
 JU0173;SPC NJ       -   101,180.      183,040.      MT  (+/- 180 meters Scaled)
 JU0173
 JU0173                          SUPERSEDED SURVEY CONTROL
 JU0173
 JU0173  NAVD 88 (06/15/91)    1.764  (m)            5.79   (f) UNKNOWN     1 1
 JU0173  NGVD 29 (??/??/??)    2.148  (m)            7.05   (f) ADJUSTED    1 1
 JU0173
 JU0173.Superseded values are not recommended for survey control.
 JU0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0173.See file dsdata.txt to determine how the superseded data were derived.
 JU0173
 JU0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ758997(NAD 83)
 JU0173_MARKER: DB = BENCH MARK DISK
 JU0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0173_STAMPING: S 67 1964
 JU0173_MARK LOGO: CGS   
 JU0173_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0173+STABILITY: SURFACE MOTION
 JU0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0173+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 JU0173
 JU0173  HISTORY     - Date     Condition        Report By
 JU0173  HISTORY     - 1964     MONUMENTED       CGS
 JU0173  HISTORY     - 1980     GOOD             NGS
 JU0173  HISTORY     - 1987     GOOD             USPSQD
 JU0173  HISTORY     - 20010606 GOOD             NJGS
 JU0173  HISTORY     - 20060421 GOOD             GEOCAC
 JU0173
 JU0173                          STATION DESCRIPTION
 JU0173
 JU0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0173'AT BARNEGAT LIGHT.
 JU0173'ON LONG BEACH ISLAND, AT BARNEGAT LIGHT, ABOUT 1.1 MILES SOUTHWEST
 JU0173'ALONG CENTRAL AVENUE FROM THE COAST GUARD STATION AT BARNEGAT
 JU0173'LIGHT, NEAR THE INTERSECTION OF 25TH STREET, 78.0 FEET SOUTHEAST
 JU0173'OF THE CENTER LINE OF CENTRAL AVENUE, 22.0 FEET NORTHEAST OF THE
 JU0173'CENTER LINE OF 25TH STREET, 44.2 FEET WEST OF THE WEST CORNER
 JU0173'OF PORCH OF A 2 STORIED HOUSE, 41.0 FEET SOUTH-SOUTHEAST OF POWER
 JU0173'POLE P 19721, 1.4 FEET SOUTHEAST OF A METAL WITNESS POST, 1.0 FOOT
 JU0173'ABOVE THE LEVEL OF CENTRAL AVENUE AND SET IN THE TOP OF A CONCRETE
 JU0173'POST PROJECTING 0.2 FOOT.
 JU0173
 JU0173                          STATION RECOVERY (1980)
 JU0173
 JU0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 JU0173'RECOVERED IN GOOD CONDITION.
 JU0173
 JU0173                          STATION RECOVERY (1987)
 JU0173
 JU0173'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0173'RECOVERED IN GOOD CONDITION.
 JU0173
 JU0173                          STATION RECOVERY (2001)
 JU0173
 JU0173'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0173'RECOVERED AS DESCRIBED WITH A NEW DESCRIPTION TO FOLLOW.  THE STATION
 JU0173'IS LOCATED IN THE BOROUGH OF BARNEGAT LIGHT ON THE NORTH SIDE OF 25TH
 JU0173'STREET.  TO REACH THE STATION FROM THE INTERSECTION OF THE WESTBOUND
 JU0173'LANES OF STATE ROUTE 72 AND LONG BEACH BOULEVARD IN THE BOROUGH OF
 JU0173'SHIP BOTTOM, GO NORTHEAST ON LONG BEACH BOULEVARD, ALSO KNOWN AS
 JU0173'CENTRAL AVENUE IN THE BOROUGH OF BARNEGAT LIGHT, FOR 7.3 MI (11.7 KM)
 JU0173'TO THE INTERSECTION WITH 25TH STREET ON THE RIGHT.  TURN RIGHT AND GO
 JU0173'ABOUT 20 M (65.6 FT) TO THE STATION ON THE LEFT, SET FLUSH WITH THE
 JU0173'GROUND.  THE STATION IS 0.9 M (3.0 FT) NORTH NORTHWEST FROM WOOD
 JU0173'UTILITY POLE NUMBER BT 61, 2.9 M (9.5 FT) EAST SOUTHEAST FROM A FIRE
 JU0173'HYDRANT, 7.4 M (24.3 FT) NORTHEAST FROM THE CENTERLINE OF 25TH STREET,
 JU0173'10.0 M (32.8 FT) EAST SOUTHEAST FROM A STOP SIGN AT THE NORTHEAST
 JU0173'CORNER OF THE INTERSECTION OF 25TH STREET AND CENTRAL AVENUE, 20.2 M
 JU0173'(66.3 FT) EAST SOUTHEAST FROM THE CENTERLINE OF THE NORTHBOUND LANES
 JU0173'OF CENTRAL AVENUE, 0.3 M (1.0 FT) SOUTH FROM A METAL WITNESS POST AND
 JU0173'ABOUT 0.35 M (1.15 FT) SOUTH FROM A CORPS OF ENGINEERS ORANGE
 JU0173'CARSONITE WITNESS POST.
 JU0173
 JU0173                          STATION RECOVERY (2006)
 JU0173
 JU0173'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0173'HANDHELD COORDINATES ARE N39-44-38.88 W074-06-51.30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0014 ***********************************************************************
 JU0014  DESIGNATION -  S 68
 JU0014  PID         -  JU0014
 JU0014  STATE/COUNTY-  NJ/OCEAN
 JU0014  USGS QUAD   -  SEASIDE PARK (1989)
 JU0014
 JU0014                         *CURRENT SURVEY CONTROL
 JU0014  ___________________________________________________________________
 JU0014* NAD 83(1986)-  39 56 36.     (N)    074 04 28.     (W)     SCALED    
 JU0014* NAVD 88     -         1.404  (meters)       4.61   (feet)  ADJUSTED  
 JU0014  ___________________________________________________________________
 JU0014  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU0014  DYNAMIC HT  -           1.403 (meters)       4.60  (feet)  COMP
 JU0014  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 JU0014
 JU0014  VERT ORDER  -  FIRST     CLASS I
 JU0014
 JU0014.The horizontal coordinates were scaled from a topographic map and have
 JU0014.an estimated accuracy of +/- 6 seconds.
 JU0014
 JU0014.The orthometric height was determined by differential leveling
 JU0014.and adjusted by the National Geodetic Survey in June 1991..
 JU0014
 JU0014.The geoid height was determined by GEOID03.
 JU0014
 JU0014.The dynamic height is computed by dividing the NAVD 88
 JU0014.geopotential number by the normal gravity value computed on the
 JU0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0014.degrees latitude (g = 980.6199 gals.).
 JU0014
 JU0014.The modeled gravity was interpolated from observed gravity values.
 JU0014
 JU0014;                    North         East    Units  Estimated Accuracy
 JU0014;SPC NJ       -   123,310.      186,370.      MT  (+/- 180 meters Scaled)
 JU0014
 JU0014                          SUPERSEDED SURVEY CONTROL
 JU0014
 JU0014  NGVD 29 (04/16/92)    1.755  (m)            5.76   (f) ADJUSTED    1 1
 JU0014
 JU0014.Superseded values are not recommended for survey control.
 JU0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0014.See file dsdata.txt to determine how the superseded data were derived.
 JU0014
 JU0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK790218(NAD 83)
 JU0014_MARKER: DB = BENCH MARK DISK
 JU0014_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0014_SP_SET: 88 FEET
 JU0014_STAMPING: S 68 1964
 JU0014_MARK LOGO: CGS   
 JU0014_MAGNETIC: I = MARKER IS A STEEL ROD
 JU0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0014+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1998
 JU0014
 JU0014  HISTORY     - Date     Condition        Report By
 JU0014  HISTORY     - 1964     MONUMENTED       CGS
 JU0014  HISTORY     - 1979     GOOD             NGS
 JU0014  HISTORY     - 1984     GOOD             USPSQD
 JU0014  HISTORY     - 1987     GOOD             USPSQD
 JU0014  HISTORY     - 1990     GOOD             USPSQD
 JU0014  HISTORY     - 19950809 GOOD             USPSQD
 JU0014  HISTORY     - 19981030 GOOD             NJGS
 JU0014
 JU0014                          STATION DESCRIPTION
 JU0014
 JU0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0014'AT SEASIDE HEIGHTS.
 JU0014'AT SEASIDE HEIGHTS, ALONG CENTRAL AVENUE BETWEEN GRANT AVENUE
 JU0014'AND SHERMAN AVENUE, 189.5 FEET SOUTHWEST OF AND ACROSS SHERMAN
 JU0014'AVENUE FROM THE SOUTHWEST CORNER OF SEASIDE HEIGHTS FIRE HOUSE,
 JU0014'169 FEET NORTH OF THE CENTER LINE OF GRANT AVENUE, 99 FEET SOUTH
 JU0014'OF THE CENTER LINE OF SHERMAN AVENUE, 17.2 FEET NORTHWEST OF
 JU0014'THE NORTHWEST CORNER OF A SMALL CHURCH WHICH IS JUST WEST OF OUR
 JU0014'LADY OF PERPETUAL HELP CHURCH, 0.8 FOOT EAST OF THE EAST CURB
 JU0014'OF CENTRAL AVENUE, 3 1/2 FEET SOUTH OF POWER POLE 1564, ABOUT
 JU0014'LEVEL WITH THE SIDEWALK AND IS A DISK ON A COPPER COATED
 JU0014'STEEL ROD FLUSH WITH GROUND AND PROTECTED BY A 8-INCH SQUARE
 JU0014'TILE FLUSH.  THE ROD WAS DRIVEN TO A DEPTH OF 88 FEET.
 JU0014
 JU0014                          STATION RECOVERY (1979)
 JU0014
 JU0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0014'NOTE-- THE SMALL CHURCH IS NOW A CORRUGATED STEEL QUANSET HUT
 JU0014'BUILDING.
 JU0014
 JU0014                          STATION RECOVERY (1984)
 JU0014
 JU0014'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0014'RECOVERED IN GOOD CONDITION.
 JU0014
 JU0014                          STATION RECOVERY (1987)
 JU0014
 JU0014'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0014'RECOVERED IN GOOD CONDITION.
 JU0014
 JU0014                          STATION RECOVERY (1990)
 JU0014
 JU0014'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 JU0014'RECOVERED IN GOOD CONDITION.
 JU0014
 JU0014                          STATION RECOVERY (1995)
 JU0014
 JU0014'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0014'RECOVERED IN GOOD CONDITION.
 JU0014
 JU0014                          STATION RECOVERY (1998)
 JU0014
 JU0014'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU0014'LOCATED IN THE BOROUGH OF SEASIDE HEIGHTS BETWEEN GRANT AVENUE AND
 JU0014'SHERMAN AVENUE ON THE EAST SIDE OF A SERVICE ROAD FOR CENTRAL AVENUE.
 JU0014'TO REACH THE STATION FROM THE INTERSECTION OF HAMILTON AVENUE AND
 JU0014'CENTRAL AVENUE, GO NORTH ON CENTRAL AVENUE FOR 0.25 MI (0.40 KM) TO
 JU0014'THE STATION ON THE RIGHT, PROJECTIING ABOUT 0.05 M (0.16 FT) ABOVE THE
 JU0014'GROUND, BETWEEN THE EAST CURB OF THE SERVICE ROAD AND THE SIDEWALK.
 JU0014'THE STATION IS 23.5 M (77.1 FT) SOUTH FROM THE SOUTH CURB OF SHERMAN
 JU0014'AVENUE, 44.0 M (144.4 FT) NORTH FROM THE NORTH CURB OF GRANT AVENUE,
 JU0014'5.7 M (18.7 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF HOUSE NUMBER
 JU0014'139, A ONE STORY FRAME DWELLING, 5.30 M (17.39 FT) NORTHWEST FROM THE
 JU0014'NORTHWEST CORNER OF A SEMI CIRCULAR SHAPED METAL BUILDING FOR THE OUR
 JU0014'LADY OF PERPETUAL HELP CHURCH PARISH CENTER, 0.4 M (1.3 FT) SOUTHEAST
 JU0014'FROM THE EAST CURB OF THE SERVICE ROAD AND 0.85 M (2.79 FT) SOUTH FROM
 JU0014'A WOOD UTILITY POLE WITH NO NUMBER. BENCH MARK PROJECTS 05
 JU0014'CENTIMETERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0821 ***********************************************************************
 KV0821  DESIGNATION -  S 69
 KV0821  PID         -  KV0821
 KV0821  STATE/COUNTY-  NJ/MONMOUTH
 KV0821  USGS QUAD   -  ASBURY PARK (1989)
 KV0821
 KV0821                         *CURRENT SURVEY CONTROL
 KV0821  ___________________________________________________________________
 KV0821* NAD 83(1986)-  40 08 49.     (N)    074 02 08.     (W)     SCALED    
 KV0821* NAVD 88     -         5.925  (meters)      19.44   (feet)  ADJUSTED  
 KV0821  ___________________________________________________________________
 KV0821  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV0821  DYNAMIC HT  -           5.922 (meters)      19.43  (feet)  COMP
 KV0821  MODELED GRAV-     980,161.4   (mgal)                       NAVD 88
 KV0821
 KV0821  VERT ORDER  -  FIRST     CLASS I
 KV0821
 KV0821.The horizontal coordinates were scaled from a topographic map and have
 KV0821.an estimated accuracy of +/- 6 seconds.
 KV0821
 KV0821.The orthometric height was determined by differential leveling
 KV0821.and adjusted by the National Geodetic Survey in June 1991..
 KV0821
 KV0821.The geoid height was determined by GEOID03.
 KV0821
 KV0821.The dynamic height is computed by dividing the NAVD 88
 KV0821.geopotential number by the normal gravity value computed on the
 KV0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0821.degrees latitude (g = 980.6199 gals.).
 KV0821
 KV0821.The modeled gravity was interpolated from observed gravity values.
 KV0821
 KV0821;                    North         East    Units  Estimated Accuracy
 KV0821;SPC NJ       -   145,930.      189,570.      MT  (+/- 180 meters Scaled)
 KV0821
 KV0821                          SUPERSEDED SURVEY CONTROL
 KV0821
 KV0821  NGVD 29 (04/16/92)    6.256  (m)           20.52   (f) ADJUSTED    1 1
 KV0821
 KV0821.Superseded values are not recommended for survey control.
 KV0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0821.See file dsdata.txt to determine how the superseded data were derived.
 KV0821
 KV0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK821445(NAD 83)
 KV0821_MARKER: DB = BENCH MARK DISK
 KV0821_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0821_SP_SET: BUILDING
 KV0821_STAMPING: S 69 1964
 KV0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0821
 KV0821  HISTORY     - Date     Condition        Report By
 KV0821  HISTORY     - 1964     MONUMENTED       CGS
 KV0821  HISTORY     - 1968     GOOD             LOCSUR
 KV0821  HISTORY     - 1979     GOOD             NGS
 KV0821  HISTORY     - 1984     GOOD             USPSQD
 KV0821  HISTORY     - 19870120 GOOD             USPSQD
 KV0821  HISTORY     - 19920729 GOOD             USPSQD
 KV0821
 KV0821                          STATION DESCRIPTION
 KV0821
 KV0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0821'0.2 MI S FROM SPRING LAKE.
 KV0821'0.25 MILE SOUTH ALONG THE NEW YORK AND LONG BRANCH RAILROAD
 KV0821'FROM THE STATION AT SPRING LAKE, ABOUT 1.15 MILE NORTH OF THE
 KV0821'STATION AT SEA GIRT, SET VERTICALLY IN THE NORTH BRICK WALL OF
 KV0821'THE SPRINGLAKE MUNICIPAL WATER PLANT, 80 FEET EAST OF THE EAST
 KV0821'RAIL OF THE NORTH-BOUND TRACK, 4.7 FEET EAST OF THE NORTHWEST
 KV0821'CORNER OF THE BUILDING, 65 FEET SOUTH OF THE CENTER LINE OF
 KV0821'MONMOUTH AVENUE, AND 3 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 KV0821
 KV0821                          STATION RECOVERY (1968)
 KV0821
 KV0821'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 KV0821'RECOVERED IN GOOD CONDITION.
 KV0821
 KV0821                          STATION RECOVERY (1979)
 KV0821
 KV0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0821'RECOVERED IN GOOD CONDITION.
 KV0821
 KV0821                          STATION RECOVERY (1984)
 KV0821
 KV0821'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0821'RECOVERED IN GOOD CONDITION.
 KV0821
 KV0821                          STATION RECOVERY (1987)
 KV0821
 KV0821'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0821'RECOVERED IN GOOD CONDITION.
 KV0821
 KV0821                          STATION RECOVERY (1992)
 KV0821
 KV0821'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0175 ***********************************************************************
 JU0175  DESIGNATION -  S 7
 JU0175  PID         -  JU0175
 JU0175  STATE/COUNTY-  NJ/OCEAN
 JU0175  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU0175
 JU0175                         *CURRENT SURVEY CONTROL
 JU0175  ___________________________________________________________________
 JU0175* NAD 83(1986)-  39 45 29.     (N)    074 06 17.     (W)     SCALED    
 JU0175* NAVD 88     -         1.725  (meters)       5.66   (feet)  ADJUSTED  
 JU0175  ___________________________________________________________________
 JU0175  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JU0175  DYNAMIC HT  -           1.725 (meters)       5.66  (feet)  COMP
 JU0175  MODELED GRAV-     980,161.3   (mgal)                       NAVD 88
 JU0175
 JU0175  VERT ORDER  -  FIRST     CLASS II
 JU0175
 JU0175.The horizontal coordinates were scaled from a topographic map and have
 JU0175.an estimated accuracy of +/- 6 seconds.
 JU0175
 JU0175.The orthometric height was determined by differential leveling
 JU0175.and adjusted by the National Geodetic Survey in June 1991..
 JU0175
 JU0175.The geoid height was determined by GEOID03.
 JU0175
 JU0175.The dynamic height is computed by dividing the NAVD 88
 JU0175.geopotential number by the normal gravity value computed on the
 JU0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0175.degrees latitude (g = 980.6199 gals.).
 JU0175
 JU0175.The modeled gravity was interpolated from observed gravity values.
 JU0175
 JU0175;                    North         East    Units  Estimated Accuracy
 JU0175;SPC NJ       -   102,730.      183,870.      MT  (+/- 180 meters Scaled)
 JU0175
 JU0175                          SUPERSEDED SURVEY CONTROL
 JU0175
 JU0175  NGVD 29 (??/??/??)    2.137  (m)            7.01   (f) ADJUSTED    1 2
 JU0175
 JU0175.Superseded values are not recommended for survey control.
 JU0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0175.See file dsdata.txt to determine how the superseded data were derived.
 JU0175
 JU0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK766012(NAD 83)
 JU0175_MARKER: DB = BENCH MARK DISK
 JU0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0175_STAMPING: S 7 1930 7.011
 JU0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0175+STABILITY: SURFACE MOTION
 JU0175
 JU0175  HISTORY     - Date     Condition        Report By
 JU0175  HISTORY     - 1930     MONUMENTED       CGS
 JU0175  HISTORY     - 1964     MARK NOT FOUND   CGS
 JU0175  HISTORY     - 19870120 MARK NOT FOUND   USPSQD
 JU0175  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU0175
 JU0175                          STATION DESCRIPTION
 JU0175
 JU0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0175'AT BARNEGAT LIGHT.
 JU0175'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT WAS NOT RECOVERED ON
 JU0175'THIS DATE, BELIEVED THAT THIS MARK IS DESTROYED OR COVERED.  AT
 JU0175'BARNEGAT CITY, OCEAN COUNTY, AT THE COAST GUARD STATION, AT THE
 JU0175'FLAGPOLE, AND IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 JU0175'BASE.  A STANDARD DISK, STAMPED 7.011 S 7 1930.
 JU0175
 JU0175                          STATION RECOVERY (1987)
 JU0175
 JU0175'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0175'MARK NOT FOUND.
 JU0175
 JU0175                          STATION RECOVERY (2001)
 JU0175
 JU0175'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0175'THE STATION WAS NOT RECOVERED AT THIS TIME. THE OLD FLAG POLE BASE WAS
 JU0175' 
 JU0175'RECOVERED WITH NO EVIDENCE OF THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0768 ***********************************************************************
 KV0768  DESIGNATION -  S 70
 KV0768  PID         -  KV0768
 KV0768  STATE/COUNTY-  NJ/MIDDLESEX
 KV0768  USGS QUAD   -  KEYPORT (1977)
 KV0768
 KV0768                         *CURRENT SURVEY CONTROL
 KV0768  ___________________________________________________________________
 KV0768* NAD 83(1986)-  40 27 10.     (N)    074 14 32.     (W)     SCALED    
 KV0768* NAVD 88     -         1.767  (meters)       5.80   (feet)  ADJUSTED  
 KV0768  ___________________________________________________________________
 KV0768  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV0768  DYNAMIC HT  -           1.766 (meters)       5.79  (feet)  COMP
 KV0768  MODELED GRAV-     980,221.6   (mgal)                       NAVD 88
 KV0768
 KV0768  VERT ORDER  -  FIRST     CLASS II
 KV0768
 KV0768.The horizontal coordinates were scaled from a topographic map and have
 KV0768.an estimated accuracy of +/- 6 seconds.
 KV0768
 KV0768.The orthometric height was determined by differential leveling
 KV0768.and adjusted by the National Geodetic Survey in June 1991..
 KV0768
 KV0768.The geoid height was determined by GEOID03.
 KV0768
 KV0768.The dynamic height is computed by dividing the NAVD 88
 KV0768.geopotential number by the normal gravity value computed on the
 KV0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0768.degrees latitude (g = 980.6199 gals.).
 KV0768
 KV0768.The modeled gravity was interpolated from observed gravity values.
 KV0768
 KV0768;                    North         East    Units  Estimated Accuracy
 KV0768;SPC NJ       -   179,820.      171,860.      MT  (+/- 180 meters Scaled)
 KV0768
 KV0768                          SUPERSEDED SURVEY CONTROL
 KV0768
 KV0768  NGVD 29 (??/??/??)    2.126  (m)            6.98   (f) ADJUSTED    1 2
 KV0768
 KV0768.Superseded values are not recommended for survey control.
 KV0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0768.See file dsdata.txt to determine how the superseded data were derived.
 KV0768
 KV0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK642782(NAD 83)
 KV0768_MARKER: DB = BENCH MARK DISK
 KV0768_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0768_SP_SET: CULVERT
 KV0768_STAMPING: S 70 1964
 KV0768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0768
 KV0768  HISTORY     - Date     Condition        Report By
 KV0768  HISTORY     - 1964     MONUMENTED       CGS
 KV0768  HISTORY     - 1979     MARK NOT FOUND   NGS
 KV0768
 KV0768                          STATION DESCRIPTION
 KV0768
 KV0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0768'1.5 MI NW FROM CLIFFWOOD.
 KV0768'ABOUT 1.5 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST
 KV0768'OFFICE AT CLIFFWOOD, SET IN THE SOUTHEAST SIDE OF A 5 FOOT BOX
 KV0768'CULVERT ON THE SOUTHWEST SIDE OF STATE HIGHWAY 35, 32 FEET
 KV0768'SOUTHWEST OF THE SOUTHEAST-BOUND LANE OF STATE HIGHWAY 35, 19
 KV0768'FEET SOUTHEAST OF POWER POLE NO. TC179, 5 FEET SOUTHEAST OF
 KV0768'THE NORTHWEST SIDE OF THE CULVERT, 1.2 FEET NORTHEAST OF THE
 KV0768'SOUTH CORNER OF THE CULVERT, ABOUT 2 FEET BELOW THE LEVEL OF
 KV0768'STATE HIGHWAY 35.
 KV0768
 KV0768                          STATION RECOVERY (1979)
 KV0768
 KV0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0078 ***********************************************************************
 KV0078  DESIGNATION -  S 71
 KV0078  PID         -  KV0078
 KV0078  STATE/COUNTY-  NJ/ESSEX
 KV0078  USGS QUAD   -  ELIZABETH (1995)
 KV0078
 KV0078                         *CURRENT SURVEY CONTROL
 KV0078  ___________________________________________________________________
 KV0078* NAD 83(1986)-  40 41 09.     (N)    074 12 17.     (W)     SCALED    
 KV0078* NAVD 88     -         8.489  (meters)      27.85   (feet)  ADJUSTED  
 KV0078  ___________________________________________________________________
 KV0078  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV0078  DYNAMIC HT  -           8.485 (meters)      27.84  (feet)  COMP
 KV0078  MODELED GRAV-     980,218.0   (mgal)                       NAVD 88
 KV0078
 KV0078  VERT ORDER  -  FIRST     CLASS I
 KV0078
 KV0078.The horizontal coordinates were scaled from a topographic map and have
 KV0078.an estimated accuracy of +/- 6 seconds.
 KV0078
 KV0078.The orthometric height was determined by differential leveling
 KV0078.and adjusted by the National Geodetic Survey in June 1991..
 KV0078
 KV0078.The geoid height was determined by GEOID03.
 KV0078
 KV0078.The dynamic height is computed by dividing the NAVD 88
 KV0078.geopotential number by the normal gravity value computed on the
 KV0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0078.degrees latitude (g = 980.6199 gals.).
 KV0078
 KV0078.The modeled gravity was interpolated from observed gravity values.
 KV0078
 KV0078;                    North         East    Units  Estimated Accuracy
 KV0078;SPC NJ       -   205,700.      174,960.      MT  (+/- 180 meters Scaled)
 KV0078
 KV0078                          SUPERSEDED SURVEY CONTROL
 KV0078
 KV0078  NGVD 29 (04/16/92)    8.824  (m)           28.95   (f) ADJUSTED    1 1
 KV0078
 KV0078.Superseded values are not recommended for survey control.
 KV0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0078.See file dsdata.txt to determine how the superseded data were derived.
 KV0078
 KV0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL672041(NAD 83)
 KV0078_MARKER: DB = BENCH MARK DISK
 KV0078_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV0078_SP_SET: 24 FEET
 KV0078_STAMPING: S 71 1965
 KV0078_MARK LOGO: CGS   
 KV0078_MAGNETIC: I = MARKER IS A STEEL ROD
 KV0078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0078+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 KV0078
 KV0078  HISTORY     - Date     Condition        Report By
 KV0078  HISTORY     - 1965     MONUMENTED       CGS
 KV0078  HISTORY     - 1983     MARK NOT FOUND   NJGS
 KV0078  HISTORY     - 19950310 GOOD             NJGS
 KV0078  HISTORY     - 20050315 GOOD             INDIV
 KV0078
 KV0078                          STATION DESCRIPTION
 KV0078
 KV0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0078'AT ELIZABETH.
 KV0078'AT ELIZABETH, ALONG NEWARK AVENUE ABOUT 75 YARDS NORTHEAST OF
 KV0078'THE JUNCTION OF ALINA STREET, NEAR THE JUNCTION OF A DRIVE LEADING
 KV0078'SOUTHEAST TO THE WILCOLATOR PLANT, 19 FEET SOUTHEAST OF THE
 KV0078'SOUTHEAST CURB OF NEWARK AVENUE, 23 FEET NORTHEAST OF THE CENTER
 KV0078'LINE OF THE DRIVE, 14 FEET NORTHEAST OF THE WEST CORNER OF THE
 KV0078'STEEL FENCE AROUND ELIZABETH DIVISION OF E.S.N.A., 1 FOOT NORTHWEST
 KV0078'OF THE NORTHEAST-SOUTHWEST FENCE LINE, 1 FOOT NORTHWEST OF A
 KV0078'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF NEWARK
 KV0078'AVENUE AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD FLUSH
 KV0078'WITH THE GROUND AND PROTECTED BY A 4 INCH IRON PIPE FLUSH WITH
 KV0078'THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 24 FEET.  NOTE-- THIS
 KV0078'MARK IS 0.1 MILE SOUTHWEST ALONG NEWARK AVENUE FROM THE UNION-ESSEX
 KV0078'COUNTY LINE.  ALSO 0.25 MILE SOUTHWEST OF BENCH MARK P 11 DESCRIBED.
 KV0078
 KV0078                          STATION RECOVERY (1983)
 KV0078
 KV0078'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1983
 KV0078'MARK NOT FOUND.
 KV0078
 KV0078                          STATION RECOVERY (1995)
 KV0078
 KV0078'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0078'RECOVERED AS DESCRIBED.
 KV0078
 KV0078                          STATION RECOVERY (2005)
 KV0078
 KV0078'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (LUD)
 KV0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0973 ***********************************************************************
 KV0973  DESIGNATION -  S 73
 KV0973  PID         -  KV0973
 KV0973  STATE/COUNTY-  NJ/MIDDLESEX
 KV0973  USGS QUAD   -  JAMESBURG (1981)
 KV0973
 KV0973                         *CURRENT SURVEY CONTROL
 KV0973  ___________________________________________________________________
 KV0973* NAD 83(1986)-  40 21 55.     (N)    074 26 08.     (W)     SCALED    
 KV0973* NAVD 88     -        16.393  (meters)      53.78   (feet)  ADJUSTED  
 KV0973  ___________________________________________________________________
 KV0973  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KV0973  DYNAMIC HT  -          16.386 (meters)      53.76  (feet)  COMP
 KV0973  MODELED GRAV-     980,197.7   (mgal)                       NAVD 88
 KV0973
 KV0973  VERT ORDER  -  FIRST     CLASS II
 KV0973
 KV0973.The horizontal coordinates were scaled from a topographic map and have
 KV0973.an estimated accuracy of +/- 6 seconds.
 KV0973
 KV0973.The orthometric height was determined by differential leveling
 KV0973.and adjusted by the National Geodetic Survey in June 1991..
 KV0973
 KV0973.The geoid height was determined by GEOID03.
 KV0973
 KV0973.The dynamic height is computed by dividing the NAVD 88
 KV0973.geopotential number by the normal gravity value computed on the
 KV0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0973.degrees latitude (g = 980.6199 gals.).
 KV0973
 KV0973.The modeled gravity was interpolated from observed gravity values.
 KV0973
 KV0973;                    North         East    Units  Estimated Accuracy
 KV0973;SPC NJ       -   170,070.      155,470.      MT  (+/- 180 meters Scaled)
 KV0973
 KV0973                          SUPERSEDED SURVEY CONTROL
 KV0973
 KV0973  NGVD 29 (01/10/92)   16.723  (m)           54.87   (f) ADJUSTED    1 2
 KV0973
 KV0973.Superseded values are not recommended for survey control.
 KV0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0973.See file dsdata.txt to determine how the superseded data were derived.
 KV0973
 KV0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK479684(NAD 83)
 KV0973_MARKER: DB = BENCH MARK DISK
 KV0973_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 KV0973+WITH SETTING: INTO GROUND
 KV0973_STAMPING: S 73 1974
 KV0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0973+STABILITY: SURFACE MOTION
 KV0973
 KV0973  HISTORY     - Date     Condition        Report By
 KV0973  HISTORY     - 1974     MONUMENTED       NGS
 KV0973
 KV0973                          STATION DESCRIPTION
 KV0973
 KV0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV0973'0.8 MI SW FROM HELMETT.
 KV0973'0.8 MILE SOUTHWEST ALONG MANALAPAN ROAD FROM THE POST OFFICE AT
 KV0973'HELMETTA, 0.2 MILE SOUTH OF THE Y JUNCTION OF AN ASPHALT ROAD
 KV0973'SOUTHWEST, 74 1/2 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION
 KV0973'OF OLD ROAD, 47.4 FEET WEST OF THE CENTER LINE OF MANALAPAN ROAD,
 KV0973'55.3 FEET SOUTH OF THE CENTER LINE OF OLD ROAD, 1.4 FEET
 KV0973'SOUTH-SOUTHEAST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN
 KV0973'THE ROAD, A DISK ON THE TOP OF A COPPER COATED ROD 4-FEET LONG
 KV0973'WITH A BASE PLATE ATTACHED.  THE UPPER PORTION OF THE ROD IS
 KV0973'ENCASED IN A PLASTIC PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1070 ***********************************************************************
 KV1070  DESIGNATION -  S 74
 KV1070  PID         -  KV1070
 KV1070  STATE/COUNTY-  NJ/MERCER
 KV1070  USGS QUAD   -  TRENTON EAST (1981)
 KV1070
 KV1070                         *CURRENT SURVEY CONTROL
 KV1070  ___________________________________________________________________
 KV1070* NAD 83(1986)-  40 10 45.     (N)    074 40 13.     (W)     SCALED    
 KV1070* NAVD 88     -        17.612  (meters)      57.78   (feet)  ADJUSTED  
 KV1070  ___________________________________________________________________
 KV1070  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV1070  DYNAMIC HT  -          17.604 (meters)      57.76  (feet)  COMP
 KV1070  MODELED GRAV-     980,195.9   (mgal)                       NAVD 88
 KV1070
 KV1070  VERT ORDER  -  FIRST     CLASS II
 KV1070
 KV1070.The horizontal coordinates were scaled from a topographic map and have
 KV1070.an estimated accuracy of +/- 6 seconds.
 KV1070
 KV1070.The orthometric height was determined by differential leveling
 KV1070.and adjusted by the National Geodetic Survey in March 2005..
 KV1070
 KV1070.The geoid height was determined by GEOID03.
 KV1070
 KV1070.The dynamic height is computed by dividing the NAVD 88
 KV1070.geopotential number by the normal gravity value computed on the
 KV1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1070.degrees latitude (g = 980.6199 gals.).
 KV1070
 KV1070.The modeled gravity was interpolated from observed gravity values.
 KV1070
 KV1070;                    North         East    Units  Estimated Accuracy
 KV1070;SPC NJ       -   149,420.      135,500.      MT  (+/- 180 meters Scaled)
 KV1070
 KV1070                          SUPERSEDED SURVEY CONTROL
 KV1070
 KV1070  NAVD 88 (06/15/91)   17.613  (m)           57.79   (f) UNKNOWN     1 2
 KV1070  NGVD 29 (01/10/92)   17.940  (m)           58.86   (f) ADJUSTED    1 2
 KV1070
 KV1070.Superseded values are not recommended for survey control.
 KV1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1070.See file dsdata.txt to determine how the superseded data were derived.
 KV1070
 KV1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK280476(NAD 83)
 KV1070_MARKER: DB = BENCH MARK DISK
 KV1070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1070_SP_SET: BUILDING WALL
 KV1070_STAMPING: S 74 1974
 KV1070_MARK LOGO: NGS   
 KV1070_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1070+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV1070
 KV1070  HISTORY     - Date     Condition        Report By
 KV1070  HISTORY     - 1974     MONUMENTED       NGS
 KV1070  HISTORY     - 1984     GOOD             NJGS
 KV1070  HISTORY     - 19940507 GOOD             USPSQD
 KV1070  HISTORY     - 20020202 GOOD             NJGS
 KV1070
 KV1070                          STATION DESCRIPTION
 KV1070
 KV1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1070'AT YARDVILLE.
 KV1070'AT YARDVILLE, SET VERTICALLY IN THE NORTHEAST FACE OF THE POST
 KV1070'OFFICE, 30.2 FEET SOUTHWEST OF THE SOUTHWEST CURB OF SOUTH BROAD
 KV1070'STREET, 18.3 FEET SOUTHEAST OF THE NORTHEAST ENTRANCE OF THE
 KV1070'BUILDING, 2.1 FEET NORTHWEST OF THE EAST CORNER AND 4.2 FEET
 KV1070'ABOVE THE SIDEWALK.
 KV1070
 KV1070                          STATION RECOVERY (1984)
 KV1070
 KV1070'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1984
 KV1070'POST OFFICE IS NOW YARDVILLE NATIONAL BANK. F 76 BURLINGTON
 KV1070
 KV1070                          STATION RECOVERY (1994)
 KV1070
 KV1070'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1070'RECOVERED IN GOOD CONDITION.
 KV1070
 KV1070                          STATION RECOVERY (2002)
 KV1070
 KV1070'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 KV1070'THE STATION WAS RECOVERED AS DESCRIBED.  THE BUILDING IS ACROSS THE
 KV1070'ROAD FROM THE MAIN
 KV1070'BRANCH OF THE YARDVILLE NATIONAL BANK.
 KV1070' 
 KV1070'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0689 ***********************************************************************
 JU0689  DESIGNATION -  S 75
 JU0689  PID         -  JU0689
 JU0689  STATE/COUNTY-  NJ/CAMDEN
 JU0689  USGS QUAD   -  CAMDEN (1995)
 JU0689
 JU0689                         *CURRENT SURVEY CONTROL
 JU0689  ___________________________________________________________________
 JU0689* NAD 83(1986)-  39 58 41.     (N)    075 03 02.     (W)     SCALED    
 JU0689* NAVD 88     -         9.515  (meters)      31.22   (feet)  ADJUSTED  
 JU0689  ___________________________________________________________________
 JU0689  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU0689  DYNAMIC HT  -           9.511 (meters)      31.20  (feet)  COMP
 JU0689  MODELED GRAV-     980,188.6   (mgal)                       NAVD 88
 JU0689
 JU0689  VERT ORDER  -  FIRST     CLASS II
 JU0689
 JU0689.The horizontal coordinates were scaled from a topographic map and have
 JU0689.an estimated accuracy of +/- 6 seconds.
 JU0689
 JU0689.The orthometric height was determined by differential leveling
 JU0689.and adjusted by the National Geodetic Survey in June 1991..
 JU0689
 JU0689.The geoid height was determined by GEOID03.
 JU0689
 JU0689.The dynamic height is computed by dividing the NAVD 88
 JU0689.geopotential number by the normal gravity value computed on the
 JU0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0689.degrees latitude (g = 980.6199 gals.).
 JU0689
 JU0689.The modeled gravity was interpolated from observed gravity values.
 JU0689
 JU0689;                    North         East    Units  Estimated Accuracy
 JU0689;SPC NJ       -   127,220.      102,980.      MT  (+/- 180 meters Scaled)
 JU0689
 JU0689                          SUPERSEDED SURVEY CONTROL
 JU0689
 JU0689  NGVD 29 (01/10/92)    9.836  (m)           32.27   (f) ADJUSTED    1 2
 JU0689
 JU0689.Superseded values are not recommended for survey control.
 JU0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0689.See file dsdata.txt to determine how the superseded data were derived.
 JU0689
 JU0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK956253(NAD 83)
 JU0689_MARKER: DB = BENCH MARK DISK
 JU0689_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0689_SP_SET: BRIDGE
 JU0689_STAMPING: S 75 1974
 JU0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0689
 JU0689  HISTORY     - Date     Condition        Report By
 JU0689  HISTORY     - 1974     MONUMENTED       NGS
 JU0689
 JU0689                          STATION DESCRIPTION
 JU0689
 JU0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JU0689'AT PENNSAUKEN.
 JU0689'AT PENNSAUKEN, AT BETSY ROSS (PHILADELPHIA-PENNSAUKEN) BRIDGE OVER
 JU0689'THE DELAWARE RIVER, 0.2 MILE NORTHWEST OF BENCH MARK R 75, IN THE
 JU0689'TOP OF THE CENTER OF THE NORTHEAST CONCRETE SIDEWALK OVER THE
 JU0689'SOUTHEAST ABUTMENT OF THE BRIDGE, ABOUT 0.15 MILE NORTHWEST OF THE
 JU0689'TOLL PLAZA, AT STATION 168+1050, 1.8 FEET NORTHEAST OF THE
 JU0689'NORTHEAST CONCRETE CURB OF THE BRIDGE, AND ABOUT 0.3 FOOT LOWER
 JU0689'THAN THE DECK OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2932 ***********************************************************************
 KV2932  DESIGNATION -  S 77
 KV2932  PID         -  KV2932
 KV2932  STATE/COUNTY-  NJ/HUNTERDON
 KV2932  USGS QUAD   -  CALIFON (1970)
 KV2932
 KV2932                         *CURRENT SURVEY CONTROL
 KV2932  ___________________________________________________________________
 KV2932* NAD 83(1986)-  40 38 27.     (N)    074 49 47.     (W)     SCALED    
 KV2932* NAVD 88     -        75.507  (meters)     247.73   (feet)  ADJUSTED  
 KV2932  ___________________________________________________________________
 KV2932  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KV2932  DYNAMIC HT  -          75.473 (meters)     247.61  (feet)  COMP
 KV2932  MODELED GRAV-     980,171.8   (mgal)                       NAVD 88
 KV2932
 KV2932  VERT ORDER  -  FIRST     CLASS II
 KV2932
 KV2932.The horizontal coordinates were scaled from a topographic map and have
 KV2932.an estimated accuracy of +/- 6 seconds.
 KV2932
 KV2932.The orthometric height was determined by differential leveling
 KV2932.and adjusted by the National Geodetic Survey in June 1991..
 KV2932
 KV2932.The geoid height was determined by GEOID03.
 KV2932
 KV2932.The dynamic height is computed by dividing the NAVD 88
 KV2932.geopotential number by the normal gravity value computed on the
 KV2932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2932.degrees latitude (g = 980.6199 gals.).
 KV2932
 KV2932.The modeled gravity was interpolated from observed gravity values.
 KV2932
 KV2932;                    North         East    Units  Estimated Accuracy
 KV2932;SPC NJ       -   200,720.      122,110.      MT  (+/- 180 meters Scaled)
 KV2932
 KV2932                          SUPERSEDED SURVEY CONTROL
 KV2932
 KV2932  NGVD 29 (01/10/92)   75.755  (m)          248.54   (f) ADJUSTED    1 2
 KV2932
 KV2932.Superseded values are not recommended for survey control.
 KV2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2932.See file dsdata.txt to determine how the superseded data were derived.
 KV2932
 KV2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK143989(NAD 83)
 KV2932_MARKER: DB = BENCH MARK DISK
 KV2932_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2932_SP_SET: STAINLESS STEEL ROD
 KV2932_STAMPING: S 77 1978
 KV2932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2932
 KV2932  HISTORY     - Date     Condition        Report By
 KV2932  HISTORY     - 1978     MONUMENTED       NGS
 KV2932  HISTORY     - 19950909 GOOD             USPSQD
 KV2932
 KV2932                          STATION DESCRIPTION
 KV2932
 KV2932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2932'IN LEBANON.
 KV2932'AT LEBANON, AT THE LEBANON POST OFFICE, 79 FEET SOUTH OF THE CENTER
 KV2932'OF MAIN STREET, 4.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 KV2932'POST OFFICE, 33.3 FEET EAST OF THE CENTER OF THE ENTRANCE TO THE
 KV2932'BUILDING, AND 1.8 FEET EAST OF THE SOUTHEAST CORNER OF THE SIDEWALK
 KV2932'ON THE NORTH SIDE OF THE BUILDING.
 KV2932
 KV2932                          STATION RECOVERY (1995)
 KV2932
 KV2932'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2280 ***********************************************************************
 JU2280  DESIGNATION -  S 78
 JU2280  PID         -  JU2280
 JU2280  STATE/COUNTY-  NJ/CUMBERLAND
 JU2280  USGS QUAD   -  DIVIDING CREEK (1986)
 JU2280
 JU2280                         *CURRENT SURVEY CONTROL
 JU2280  ___________________________________________________________________
 JU2280* NAD 83(1986)-  39 21 31.     (N)    075 01 00.     (W)     SCALED    
 JU2280* NAVD 88     -         5.158  (meters)      16.92   (feet)  ADJUSTED  
 JU2280  ___________________________________________________________________
 JU2280  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JU2280  DYNAMIC HT  -           5.156 (meters)      16.92  (feet)  COMP
 JU2280  MODELED GRAV-     980,119.3   (mgal)                       NAVD 88
 JU2280
 JU2280  VERT ORDER  -  FIRST     CLASS II
 JU2280
 JU2280.The horizontal coordinates were scaled from a topographic map and have
 JU2280.an estimated accuracy of +/- 6 seconds.
 JU2280
 JU2280.The orthometric height was determined by differential leveling
 JU2280.and adjusted by the National Geodetic Survey in June 1991..
 JU2280
 JU2280.The geoid height was determined by GEOID03.
 JU2280
 JU2280.The dynamic height is computed by dividing the NAVD 88
 JU2280.geopotential number by the normal gravity value computed on the
 JU2280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2280.degrees latitude (g = 980.6199 gals.).
 JU2280
 JU2280.The modeled gravity was interpolated from observed gravity values.
 JU2280
 JU2280;                    North         East    Units  Estimated Accuracy
 JU2280;SPC NJ       -    58,440.      105,470.      MT  (+/- 180 meters Scaled)
 JU2280
 JU2280                          SUPERSEDED SURVEY CONTROL
 JU2280
 JU2280  NGVD 29 (01/10/92)    5.497  (m)           18.03   (f) ADJUSTED    1 2
 JU2280
 JU2280.Superseded values are not recommended for survey control.
 JU2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2280.See file dsdata.txt to determine how the superseded data were derived.
 JU2280
 JU2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ985565(NAD 83)
 JU2280_MARKER: DB = BENCH MARK DISK
 JU2280_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2280_SP_SET: STAINLESS STEEL ROD
 JU2280_STAMPING: S 78 1979
 JU2280_PROJECTION: FLUSH
 JU2280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2280_ROD/PIPE-DEPTH: 6.10 meters
 JU2280
 JU2280  HISTORY     - Date     Condition        Report By
 JU2280  HISTORY     - 1979     MONUMENTED       NGS
 JU2280  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 JU2280
 JU2280                          STATION DESCRIPTION
 JU2280
 JU2280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2280'2.8 MI SE FROM MILLVILLE.
 JU2280'2.8 MILES SOUTHEAST ALONG STATE ROUTE 47 FROM THE JUNCTION OF STATE
 JU2280'ROUTE 49 IN MILLVILLE, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 JU2280'SOUTHWEST TO THE RESIDENCE OF HOGGMAN K. WONG, ACRES FARM, 70 FEET
 JU2280'SOUTHEAST OF THE CENTER OF THE ROAD, 30.5 FEET SOUTHWEST OF THE
 JU2280'CENTER LINE OF THE HIGHWAY, 10.5 FEET SOUTHWEST OF POWER POLE
 JU2280'NUMBER 565 1/2, AND 14 FEET WEST OF THE CENTER OF CATCH BASIN
 JU2280'NUMBER 61.
 JU2280'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 JU2280'THE MARK IS 1 FT ABOVE HIGHWAY.
 JU2280
 JU2280                          STATION RECOVERY (1995)
 JU2280
 JU2280'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2434 ***********************************************************************
 JU2434  DESIGNATION -  S 79
 JU2434  PID         -  JU2434
 JU2434  STATE/COUNTY-  NJ/BURLINGTON
 JU2434  USGS QUAD   -  NEW GRETNA (1977)
 JU2434
 JU2434                         *CURRENT SURVEY CONTROL
 JU2434  ___________________________________________________________________
 JU2434* NAD 83(1986)-  39 33 25.     (N)    074 27 41.     (W)     SCALED    
 JU2434* NAVD 88     -         2.128  (meters)       6.98   (feet)  ADJUSTED  
 JU2434  ___________________________________________________________________
 JU2434  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JU2434  DYNAMIC HT  -           2.127 (meters)       6.98  (feet)  COMP
 JU2434  MODELED GRAV-     980,147.6   (mgal)                       NAVD 88
 JU2434
 JU2434  VERT ORDER  -  FIRST     CLASS II
 JU2434
 JU2434.The horizontal coordinates were scaled from a topographic map and have
 JU2434.an estimated accuracy of +/- 6 seconds.
 JU2434
 JU2434.The orthometric height was determined by differential leveling
 JU2434.and adjusted by the National Geodetic Survey in June 1991..
 JU2434
 JU2434.The geoid height was determined by GEOID03.
 JU2434
 JU2434.The dynamic height is computed by dividing the NAVD 88
 JU2434.geopotential number by the normal gravity value computed on the
 JU2434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2434.degrees latitude (g = 980.6199 gals.).
 JU2434
 JU2434.The modeled gravity was interpolated from observed gravity values.
 JU2434
 JU2434;                    North         East    Units  Estimated Accuracy
 JU2434;SPC NJ       -    80,330.      153,320.      MT  (+/- 180 meters Scaled)
 JU2434
 JU2434                          SUPERSEDED SURVEY CONTROL
 JU2434
 JU2434  NGVD 29 (01/10/92)    2.515  (m)            8.25   (f) ADJUSTED    1 2
 JU2434
 JU2434.Superseded values are not recommended for survey control.
 JU2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2434.See file dsdata.txt to determine how the superseded data were derived.
 JU2434
 JU2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ462787(NAD 83)
 JU2434_MARKER: DB = BENCH MARK DISK
 JU2434_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU2434_SP_SET: ABUTMENT
 JU2434_STAMPING: S 79 1979
 JU2434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2434
 JU2434  HISTORY     - Date     Condition        Report By
 JU2434  HISTORY     - 1979     MONUMENTED       NGS
 JU2434
 JU2434                          STATION DESCRIPTION
 JU2434
 JU2434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2434'2.75 MI SW FROM NEW GRETNA.
 JU2434'0.95 MILE SOUTHWEST ALONG U.S. ROUTE 9 FROM THE POST OFFICE
 JU2434'IN NEW GRETNA, THENCE 1.8 MILES SOUTH ALONG OLD HIGHWAY 9 TO THE
 JU2434'NORTH BANK OF THE MULICA RIVER, SET ATOP A SHELF AT THE BASE AND
 JU2434'NEAR THE CENTER OF THE NORTHEAST ABUTMENT OF THE BRIDGE OR THE
 JU2434'GARDEN STATE PARKWAY OVER THE MULICA RIVER, 33.9 FEET SOUTHEAST OF
 JU2434'THE NORTHWEST EDGE OF THE ABUTMENT, 30 FEET NORTHWEST OF THE
 JU2434'SUTHEAST EDGE OF THE ABUTMENT, 1 FOOT SOUTHWEST OF THE SOUTHWEST
 JU2434'FACE OF THE ABUTMENT.
 JU2434'THE MARK IS 1 FT  W FROM A WITNESS POST.
 JU2434'THE MARK IS 30 FT BELOW PARKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0462 ***********************************************************************
 JU0462  DESIGNATION -  S 8
 JU0462  PID         -  JU0462
 JU0462  STATE/COUNTY-  NJ/CAPE MAY
 JU0462  USGS QUAD   -  WOODBINE (1972)
 JU0462
 JU0462                         *CURRENT SURVEY CONTROL
 JU0462  ___________________________________________________________________
 JU0462* NAD 83(1986)-  39 11 33.     (N)    074 49 32.     (W)     SCALED    
 JU0462* NAVD 88     -         2.967  (meters)       9.73   (feet)  ADJUSTED  
 JU0462  ___________________________________________________________________
 JU0462  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 JU0462  DYNAMIC HT  -           2.965 (meters)       9.73  (feet)  COMP
 JU0462  MODELED GRAV-     980,084.9   (mgal)                       NAVD 88
 JU0462
 JU0462  VERT ORDER  -  FIRST     CLASS II
 JU0462
 JU0462.The horizontal coordinates were scaled from a topographic map and have
 JU0462.an estimated accuracy of +/- 6 seconds.
 JU0462
 JU0462.The orthometric height was determined by differential leveling
 JU0462.and adjusted by the National Geodetic Survey in June 1991..
 JU0462.WARNING-Repeat measurements at this control monument indicate possible
 JU0462.vertical movement.
 JU0462
 JU0462.The geoid height was determined by GEOID03.
 JU0462
 JU0462.The dynamic height is computed by dividing the NAVD 88
 JU0462.geopotential number by the normal gravity value computed on the
 JU0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0462.degrees latitude (g = 980.6199 gals.).
 JU0462
 JU0462.The modeled gravity was interpolated from observed gravity values.
 JU0462
 JU0462;                    North         East    Units  Estimated Accuracy
 JU0462;SPC NJ       -    39,920.      121,880.      MT  (+/- 180 meters Scaled)
 JU0462
 JU0462                          SUPERSEDED SURVEY CONTROL
 JU0462
 JU0462  NGVD 29 (01/10/92)    3.348  (m)           10.98   (f) ADJUSTED    1 2
 JU0462
 JU0462.Superseded values are not recommended for survey control.
 JU0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0462.See file dsdata.txt to determine how the superseded data were derived.
 JU0462
 JU0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ150381(NAD 83)
 JU0462_MARKER: DB = BENCH MARK DISK
 JU0462_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU0462_SP_SET: BRIDGE ABUTMENT
 JU0462_STAMPING: 11.020 S 8 1930
 JU0462_MARK LOGO: CGS   
 JU0462_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0462+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1998
 JU0462
 JU0462  HISTORY     - Date     Condition        Report By
 JU0462  HISTORY     - 1930     MONUMENTED       CGS
 JU0462  HISTORY     - 1934     GOOD             CGS
 JU0462  HISTORY     - 1979     GOOD             NGS
 JU0462  HISTORY     - 19980320 GOOD             NJGS
 JU0462
 JU0462                          STATION DESCRIPTION
 JU0462
 JU0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0462'AT DENNISVILLE.
 JU0462'AT DENNISVILLE, CAPE MAY COUNTY, ON STATE HIGHWAY 47, AT THE
 JU0462'FIRST BRANCH OF DENNIS CREEK WEST OF TOWN, AT A BRIDGE OVER THIS
 JU0462'BRANCH, AND IN THE TOP OF THE NORTHEAST ABUTMENT.  A STANDARD
 JU0462'DISK, STAMPED 11.020 S 8 1930.
 JU0462
 JU0462                          STATION RECOVERY (1934)
 JU0462
 JU0462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JU0462'RECOVERED IN GOOD CONDITION.
 JU0462
 JU0462                          STATION RECOVERY (1979)
 JU0462
 JU0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0462'RECOVERED IN GOOD CONDITION.
 JU0462
 JU0462                          STATION RECOVERY (1998)
 JU0462
 JU0462'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU0462'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  THE STATION IS
 JU0462'SET IN THE TOP OF THE NORTHEAST ABUTMENT OF BRIDGE NUMBER 0508151,
 JU0462'MILEPOINT 18.44.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3521 ***********************************************************************
 KV3521  TIDAL BM    -  This is a Tidal Bench Mark.
 KV3521  DESIGNATION -  S 80
 KV3521  PID         -  KV3521
 KV3521  STATE/COUNTY-  NJ/MONMOUTH
 KV3521  USGS QUAD   -  SANDY HOOK (1981)
 KV3521
 KV3521                         *CURRENT SURVEY CONTROL
 KV3521  ___________________________________________________________________
 KV3521* NAD 83(1986)-  40 28 04.     (N)    074 00 31.     (W)     SCALED    
 KV3521* NAVD 88     -         2.550  (meters)       8.37   (feet)  ADJUSTED  
 KV3521  ___________________________________________________________________
 KV3521  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV3521  DYNAMIC HT  -           2.549 (meters)       8.36  (feet)  COMP
 KV3521  MODELED GRAV-     980,205.0   (mgal)                       NAVD 88
 KV3521
 KV3521  VERT ORDER  -  FIRST     CLASS II
 KV3521
 KV3521.The horizontal coordinates were scaled from a topographic map and have
 KV3521.an estimated accuracy of +/- 6 seconds.
 KV3521
 KV3521.The orthometric height was determined by differential leveling
 KV3521.and adjusted by the National Geodetic Survey in May 2006..
 KV3521
 KV3521.This Tidal Bench Mark is designated as VM 323
 KV3521.by the Center for Operational Oceanographic Products and Services.
 KV3521
 KV3521.The geoid height was determined by GEOID03.
 KV3521
 KV3521.The dynamic height is computed by dividing the NAVD 88
 KV3521.geopotential number by the normal gravity value computed on the
 KV3521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3521.degrees latitude (g = 980.6199 gals.).
 KV3521
 KV3521.The modeled gravity was interpolated from observed gravity values.
 KV3521
 KV3521;                    North         East    Units  Estimated Accuracy
 KV3521;SPC NJ       -   181,570.      191,670.      MT  (+/- 180 meters Scaled)
 KV3521
 KV3521                          SUPERSEDED SURVEY CONTROL
 KV3521
 KV3521  NAVD 88 (09/26/96)    2.547  (m)            8.36   (f) UNKNOWN     1 2
 KV3521  NAVD 88 (06/15/91)    2.557  (m)            8.39   (f) UNKNOWN     1 2
 KV3521  NGVD 29 (01/10/92)    2.874  (m)            9.43   (f) ADJUSTED    1 2
 KV3521
 KV3521.Superseded values are not recommended for survey control.
 KV3521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3521.See file dsdata.txt to determine how the superseded data were derived.
 KV3521
 KV3521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK840801(NAD 83)
 KV3521_MARKER: I = METAL ROD
 KV3521_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KV3521_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KV3521_STAMPING: S 80 1979
 KV3521_MARK LOGO: NGS   
 KV3521_PROJECTION: FLUSH
 KV3521_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3521_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV3521+STABILITY: POSITION/ELEVATION WELL
 KV3521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3521+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 KV3521_ROD/PIPE-DEPTH: 9.14 meters
 KV3521_SLEEVE-DEPTH  : 3.05 meters
 KV3521
 KV3521  HISTORY     - Date     Condition        Report By
 KV3521  HISTORY     - 1979     MONUMENTED       NGS
 KV3521  HISTORY     - 19890114 GOOD             NJGS
 KV3521  HISTORY     - 19950418 GOOD             NJGS
 KV3521  HISTORY     - 19950918 GOOD             NOS
 KV3521  HISTORY     - 19951017 GOOD             NGS
 KV3521  HISTORY     - 20030717 GOOD             NJGS
 KV3521
 KV3521                          STATION DESCRIPTION
 KV3521
 KV3521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3521'000
 KV3521'IN FORT HANCOCK AT THE U.S. COAST GUARD HEADQUARTERS BUILDING AT THE
 KV3521'JUNCTION OF CANFILED ROAD AND HARTSHORE DRIVE, SET AT THE EAST
 KV3521'CORNER OF THE COAST GUARD HEADQUARTERS BUILDING 115 FEET NORTHWEST
 KV3521'OF THE NORTHWEST CURB OF CANFIELD ROAD, 97.7 FEET SOUTHWEST OF THE
 KV3521'SOUTHWEST CURB OF HARTSHORE DRIVE, 36 FEET NORTHEAST OF THE CENTER
 KV3521'OF SOUTHEAST ENTRANCE DOUBLE DOORS TO THE BUILDING, 2 FEET
 KV3521'SOUTHEAST OF THE EAST CORNER OF THE BUILDING.
 KV3521'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 KV3521'THE MARK IS ABOVE LEVEL WITH GROUND.
 KV3521
 KV3521                          STATION RECOVERY (1989)
 KV3521
 KV3521'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV3521'IN FORT HANCOCK.
 KV3521
 KV3521                          STATION RECOVERY (1995)
 KV3521
 KV3521'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 KV3521'RECOVERED AS DESCRIBED.
 KV3521
 KV3521                          STATION RECOVERY (1995)
 KV3521
 KV3521'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 KV3521'THE BENCH MARK IS SET AT THE EAST CORNER OF THE USCG HEADQUARTERS
 KV3521'LOCATED AT THE INTERSECTION OF CANFIELD ROAD AND HARTSHORE DRIVE, 38.9
 KV3521'M (127.6 FT) NORTH OF THE ROAD LEADING TO THE USCG GARAGE, 11.1 M
 KV3521'(36.4 FT) EAST OF THE DOORS ON THE SOUTH SIDE OF THE HEADQUARTERS
 KV3521'BUILDING, AND 0.6 M (2.0 FT) SE OF THE SE CORNER OF THE BUILDING. THE
 KV3521'BENCH MARK IS DRIVEN 10 M (32.8 FT) AND ENCASED BY A PIPE WITH STAMPED
 KV3521'ACCESS COVER FLANGE.
 KV3521
 KV3521                          STATION RECOVERY (1995)
 KV3521
 KV3521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 KV3521'THE STATION IS LOCATED ON THE COAST GUARD STATION AT SANDY HOOK WHICH
 KV3521'IS WITHIN OLD FORT HANCOCK (NOW A NATIONAL PARK) .  THE STATION IS AT
 KV3521'THE INTERSECTION OF CANFIELD AND HARTSHORE DR, 0.1 MI (0.2 KM) WEST OF
 KV3521'THE MAIN GATE.  THE STATION IS SET AT THE SOUTHEAST CORNER OF THE
 KV3521'COAST GUARD HEADQUARTERS BUILDING 115 FT (35.1 M) NORTH OF THE NORTH
 KV3521'CURB OF CANFIELD ROAD, 98 FT (29.9 M) WEST OF THE WEST CURB OF
 KV3521'HARTSHORE DR., 36 FT (11.0 M) EAST OF THE CENTER OF THE SE DOUBLE
 KV3521'DOORS TO THE BUILDING, 3 FT (0.9 M) SOUTH OF A WITNESS POST, AND 2 FT
 KV3521'(0.6 M) SSE OF THE SE CORNER OF THE BUILDING.
 KV3521
 KV3521                          STATION RECOVERY (2003)
 KV3521
 KV3521'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 KV3521'RECOVERED IN GOOD CONDITION.  NOTE--THE LOGO CAP LID IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2100 ***********************************************************************
 KU2100  DESIGNATION -  S 81
 KU2100  PID         -  KU2100
 KU2100  STATE/COUNTY-  NJ/MONMOUTH
 KU2100  USGS QUAD   -  SANDY HOOK (1981)
 KU2100
 KU2100                         *CURRENT SURVEY CONTROL
 KU2100  ___________________________________________________________________
 KU2100* NAD 83(1986)-  40 22 38.     (N)    073 58 27.     (W)     SCALED    
 KU2100* NAVD 88     -         1.591  (meters)       5.22   (feet)  ADJUSTED  
 KU2100  ___________________________________________________________________
 KU2100  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KU2100  DYNAMIC HT  -           1.590 (meters)       5.22  (feet)  COMP
 KU2100  MODELED GRAV-     980,181.1   (mgal)                       NAVD 88
 KU2100
 KU2100  VERT ORDER  -  FIRST     CLASS II
 KU2100
 KU2100.The horizontal coordinates were scaled from a topographic map and have
 KU2100.an estimated accuracy of +/- 6 seconds.
 KU2100
 KU2100.The orthometric height was determined by differential leveling
 KU2100.and adjusted by the National Geodetic Survey in March 2001..
 KU2100.No vertical observational check was made to the station.
 KU2100
 KU2100.The geoid height was determined by GEOID03.
 KU2100
 KU2100.The dynamic height is computed by dividing the NAVD 88
 KU2100.geopotential number by the normal gravity value computed on the
 KU2100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU2100.degrees latitude (g = 980.6199 gals.).
 KU2100
 KU2100.The modeled gravity was interpolated from observed gravity values.
 KU2100
 KU2100;                    North         East    Units  Estimated Accuracy
 KU2100;SPC NJ       -   171,530.      194,650.      MT  (+/- 180 meters Scaled)
 KU2100
 KU2100                          SUPERSEDED SURVEY CONTROL
 KU2100
 KU2100  NAVD 88 (06/15/91)    1.600  (m)            5.25   (f) UNKNOWN     1 2
 KU2100  NGVD 29 (01/10/92)    1.919  (m)            6.30   (f) ADJUSTED    1 2
 KU2100
 KU2100.Superseded values are not recommended for survey control.
 KU2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2100.See file dsdata.txt to determine how the superseded data were derived.
 KU2100
 KU2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK870701(NAD 83)
 KU2100_MARKER: DV = VERTICAL CONTROL DISK
 KU2100_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KU2100_SP_SET: STAINLESS STEEL ROD
 KU2100_STAMPING: S 81 1979
 KU2100_MARK LOGO: NGS   
 KU2100_PROJECTION: RECESSED 5 CENTIMETERS
 KU2100_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU2100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU2100+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1998
 KU2100_ROD/PIPE-DEPTH: 13.4 meters
 KU2100
 KU2100  HISTORY     - Date     Condition        Report By
 KU2100  HISTORY     - 1979     MONUMENTED       NGS
 KU2100  HISTORY     - 19920722 GOOD             USPSQD
 KU2100  HISTORY     - 19980710 GOOD             NJGS
 KU2100  HISTORY     - 20030313 MARK NOT FOUND   NJGS
 KU2100
 KU2100                          STATION DESCRIPTION
 KU2100
 KU2100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KU2100'0.8 MI NORTH FROM SEA BRIGHT.
 KU2100'0.8 MILE NORTH ALONG OCEAN AVENUE FROM THE EAST END OF THE BRIDGE
 KU2100'OVER THE SHREWSBURY RIVER IN SEA BRIGHT, SET AT THE SOUTHWEST CORNER
 KU2100'OF A SMALL BRICK BUILDING , PUMPING STATION NUMBER 2, 51 FEET EAST
 KU2100'OF THE CENTER LINE OF OCEAN AVENUE, 50.7 FEET NORTHEAST OF POWER
 KU2100'POLE 189 W, JC 191 SRB, 19.5 FEET WEST OF THE WEST EDGE OF THE SIDE
 KU2100'WALK ALONG THE SEAWALL, AND 2.4 FEET SOUTHEAST OF THE SOUTHWEST
 KU2100'CORNER OF THE PUMPING STATION.
 KU2100'THE MARK IS 1 FT  S FROM A WITNESS POST.
 KU2100
 KU2100                          STATION RECOVERY (1992)
 KU2100
 KU2100'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2100'RECOVERED IN GOOD CONDITION.
 KU2100
 KU2100                          STATION RECOVERY (1998)
 KU2100
 KU2100'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KU2100'RECOVERED AS DESCRIBED.
 KU2100
 KU2100                          STATION RECOVERY (2003)
 KU2100
 KU2100'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 KU2100'AN 8' SQUARE CONCRETE PAD HAS BEEN POURED AT THE SOUTHWEST CORNER OF
 KU2100'THE PUMP STATION.  THE AREA WERE THE STATION IS IS COMPLETELY COVERED
 KU2100'BY THE PAD.  THE STATION WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2269 ***********************************************************************
 JU2269  DESIGNATION -  S 82
 JU2269  PID         -  JU2269
 JU2269  STATE/COUNTY-  NJ/CUMBERLAND
 JU2269  USGS QUAD   -  BRIDGETON (1977)
 JU2269
 JU2269                         *CURRENT SURVEY CONTROL
 JU2269  ___________________________________________________________________
 JU2269* NAD 83(1996)-  39 25 24.13663(N)    075 12 20.64825(W)     ADJUSTED  
 JU2269* NAVD 88     -        23.676  (meters)      77.68   (feet)  ADJUSTED  
 JU2269  ___________________________________________________________________
 JU2269  X           -   1,259,791.025 (meters)                     COMP
 JU2269  Y           -  -4,770,051.063 (meters)                     COMP
 JU2269  Z           -   4,028,728.777 (meters)                     COMP
 JU2269  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 JU2269  ELLIP HEIGHT-         -10.10  (meters)          (09/25/02) GPS OBS
 JU2269  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JU2269  DYNAMIC HT  -          23.664 (meters)      77.64  (feet)  COMP
 JU2269  MODELED GRAV-     980,119.9   (mgal)                       NAVD 88
 JU2269
 JU2269  HORZ ORDER  -  FIRST
 JU2269  VERT ORDER  -  FIRST     CLASS II
 JU2269  ELLP ORDER  -  FOURTH    CLASS I
 JU2269
 JU2269.The horizontal coordinates were established by GPS observations
 JU2269.and adjusted by the National Geodetic Survey in May 1999..
 JU2269
 JU2269.The orthometric height was determined by differential leveling
 JU2269.and adjusted by the National Geodetic Survey in June 1991..
 JU2269
 JU2269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2269
 JU2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2269
 JU2269.The ellipsoidal height was determined by GPS observations
 JU2269.and is referenced to NAD 83.
 JU2269
 JU2269.The geoid height was determined by GEOID03.
 JU2269
 JU2269.The dynamic height is computed by dividing the NAVD 88
 JU2269.geopotential number by the normal gravity value computed on the
 JU2269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2269.degrees latitude (g = 980.6199 gals.).
 JU2269
 JU2269.The modeled gravity was interpolated from observed gravity values.
 JU2269
 JU2269;                    North         East     Units Scale Factor Converg.
 JU2269;SPC NJ       -    65,735.900    89,236.440   MT  0.99994544   -0 26 53.5
 JU2269;SPC NJ       -   215,668.53    292,769.89   sFT  0.99994544   -0 26 53.5
 JU2269;UTM  18      - 4,363,780.451   482,291.638   MT  0.99960386   -0 07 50.3
 JU2269
 JU2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2269!SPC NJ       -   1.00000158  x   0.99994544  =   0.99994702
 JU2269!UTM  18      -   1.00000158  x   0.99960386  =   0.99960544
 JU2269
 JU2269                          SUPERSEDED SURVEY CONTROL
 JU2269
 JU2269  ELLIP H (05/14/99)  -10.12   (m)                       GP(       ) 4 1
 JU2269  NAD 83(1992)-  39 25 24.13611(N)    075 12 20.64793(W) AD(       ) 1
 JU2269  ELLIP H (08/04/95)  -10.18   (m)                       GP(       ) 3 1
 JU2269  NAVD 88 (08/04/95)   23.68   (m)           77.7    (f) LEVELING    3  
 JU2269  NGVD 29 (01/10/92)   23.989  (m)           78.70   (f) ADJUSTED    1 2
 JU2269
 JU2269.Superseded values are not recommended for survey control.
 JU2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2269.See file dsdata.txt to determine how the superseded data were derived.
 JU2269
 JU2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8229263780(NAD 83)
 JU2269_MARKER: I = METAL ROD
 JU2269_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2269_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JU2269_STAMPING: S 82 1979
 JU2269_MARK LOGO: NGS   
 JU2269_PROJECTION: RECESSED 3 CENTIMETERS
 JU2269_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2269+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
 JU2269_ROD/PIPE-DEPTH: 6.1  meters
 JU2269
 JU2269  HISTORY     - Date     Condition        Report By
 JU2269  HISTORY     - 1979     MONUMENTED       NGS
 JU2269  HISTORY     - 19940831 GOOD             NJGS
 JU2269  HISTORY     - 19950129 POOR             USPSQD
 JU2269  HISTORY     - 19961228 GOOD             USPSQD
 JU2269  HISTORY     - 19990623 GOOD             NJGS
 JU2269
 JU2269                          STATION DESCRIPTION
 JU2269
 JU2269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2269'IN BRIDGETON.
 JU2269'IN BRIDGETON 1.85 MILES EAST ALONG STATE ROUTE 49 FROM THE POST
 JU2269'OFFICE, ON THE WEST SIDE OF THE METAL FLAG POLE OF THE CUMBERLAND
 JU2269'COUNTY OFFICE LIBRARY AND GARAGE BUILDING, 395 FEET SOUTH OF THE
 JU2269'CENTER LINE OF ROUTE 49, 79 FEET NORTHEAST OF THE CENTER OF A CHAIN
 JU2269'LINK GATE AT THE NORTHWEST CORNER OF THE BUILDING, 32.5 FEET NORTH
 JU2269'OF THE NORTH FACE OF A CONCRETE SILL ABOVE THE BASEMENT WINDOWS
 JU2269'OF THE BUILDING, 9 FEET WEST OF THE MAETL FLAG POLE, THIS IS A
 JU2269'QUALITY A MARK.
 JU2269'THE MARK IS 1 FT ABOVE HIGHWAY.
 JU2269
 JU2269                          STATION RECOVERY (1994)
 JU2269
 JU2269'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU2269'THE STATION IS LOCATED IN THE CITY OF BRIDGETON ON THE GROUNDS OF THE
 JU2269'CUMBERLAND COUNTY OFFICES, PUBLIC LIBRARY AND MAINTENANCE GARAGE.  TO
 JU2269'REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 49 AND 77 IN
 JU2269'THE CITY OF BRIDGETON, GO EAST ON STATE ROUTE 49 FOR 1.6 MI (2.6 KM)
 JU2269'TO THE BUILDING FOR THE COUNTY OFFICES, PUBLIC LIBRARY AND MAINTENANCE
 JU2269'GARAGE AND THE STATION ON THE LEFT.  THE STATION IS ABOUT 120 M (393.7
 JU2269'FT) SOUTH FROM THE CENTERLINE OF STATE ROUTE 49, 2.7 M (8.9 FT) WEST
 JU2269'FROM THE FLAGPOLE IN FRONT OF THE BUILDING, 10.1 M (33.1 FT) NORTH
 JU2269'FROM AND NORMAL TO THE NORTH FACE OF THE BUILDING, 9.7 M (31.8 FT)
 JU2269'SOUTH FROM THE SOUTH CURB OF THE PARKING LOT, 10.7 M (35.1 FT) WEST
 JU2269'SOUTHWEST FROM A TELEPHONE BOOTH AND 6.7 M (22.0 FT) SOUTH SOUTHEAST
 JU2269'FROM A NO LITTER SIGN.  THE STATION IS A STANDARD NGS THREE
 JU2269'DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS COVER IS STAMPED S 82
 JU2269'1979  AND IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND.  THE STATION
 JU2269'IS A NINE SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD DRIVEN TO A
 JU2269'DEPTH OF 20 FT (6.1 M) AND IS RECESSED ABOUT 2 INCHES BELOW THE COVER.
 JU2269
 JU2269                          STATION RECOVERY (1995)
 JU2269
 JU2269'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2269'MARK RECOVERED IN POOR CONDITION.
 JU2269
 JU2269                          STATION RECOVERY (1996)
 JU2269
 JU2269'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2269'RECOVERED IN GOOD CONDITION.
 JU2269
 JU2269                          STATION RECOVERY (1999)
 JU2269
 JU2269'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (ECB)
 JU2269'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0651 ***********************************************************************
 JU0651  DESIGNATION -  S 9
 JU0651  PID         -  JU0651
 JU0651  STATE/COUNTY-  NJ/SALEM
 JU0651  USGS QUAD   -  SALEM (1995)
 JU0651
 JU0651                         *CURRENT SURVEY CONTROL
 JU0651  ___________________________________________________________________
 JU0651* NAD 83(1986)-  39 34 12.     (N)    075 28 07.     (W)     SCALED    
 JU0651* NAVD 88     -         4.941  (meters)      16.21   (feet)  ADJUSTED  
 JU0651  ___________________________________________________________________
 JU0651  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JU0651  DYNAMIC HT  -           4.938 (meters)      16.20  (feet)  COMP
 JU0651  MODELED GRAV-     980,124.3   (mgal)                       NAVD 88
 JU0651
 JU0651  VERT ORDER  -  FIRST     CLASS II
 JU0651
 JU0651.The horizontal coordinates were scaled from a topographic map and have
 JU0651.an estimated accuracy of +/- 6 seconds.
 JU0651
 JU0651.The orthometric height was determined by differential leveling
 JU0651.and adjusted by the National Geodetic Survey in June 1991..
 JU0651
 JU0651.The geoid height was determined by GEOID03.
 JU0651
 JU0651.The dynamic height is computed by dividing the NAVD 88
 JU0651.geopotential number by the normal gravity value computed on the
 JU0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0651.degrees latitude (g = 980.6199 gals.).
 JU0651
 JU0651.The modeled gravity was interpolated from observed gravity values.
 JU0651
 JU0651;                    North         East    Units  Estimated Accuracy
 JU0651;SPC NJ       -    82,220.       66,780.      MT  (+/- 180 meters Scaled)
 JU0651
 JU0651                          SUPERSEDED SURVEY CONTROL
 JU0651
 JU0651  NGVD 29 (01/10/92)    5.218  (m)           17.12   (f) ADJUSTED    1 2
 JU0651
 JU0651.Superseded values are not recommended for survey control.
 JU0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0651.See file dsdata.txt to determine how the superseded data were derived.
 JU0651
 JU0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ597801(NAD 83)
 JU0651_MARKER: DB = BENCH MARK DISK
 JU0651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0651_SP_SET: BRICK WALL
 JU0651_STAMPING: 17.352 S 9 1930
 JU0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0651
 JU0651  HISTORY     - Date     Condition        Report By
 JU0651  HISTORY     - 1930     MONUMENTED       CGS
 JU0651  HISTORY     - 1965     GOOD             CGS
 JU0651  HISTORY     - 1979     GOOD             NGS
 JU0651  HISTORY     - 19960802 GOOD             USPSQD
 JU0651
 JU0651                          STATION DESCRIPTION
 JU0651
 JU0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0651'AT SALEM.
 JU0651'AT SALEM, SALEM COUNTY, AT THE HIGH SCHOOL, AT THE NORTHEAST
 JU0651'CORNER OF THE MAIN WING, IN THE BRICK WALL, AND 2 FEET ABOVE
 JU0651'THE GROUND.  A STANDARD DISK, STAMPED 17.352 S 9 1930 AND SET
 JU0651'VERTICALLY.
 JU0651
 JU0651                          STATION RECOVERY (1965)
 JU0651
 JU0651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU0651'RECOVERED IN GOOD CONDITION.
 JU0651
 JU0651                          STATION RECOVERY (1979)
 JU0651
 JU0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0651'RECOVERED IN GOOD CONDITION.
 JU0651
 JU0651                          STATION RECOVERY (1996)
 JU0651
 JU0651'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5378 ***********************************************************************
 KV5378  DESIGNATION -  S AMBOY JERSEY C PWR MID STACK
 KV5378  PID         -  KV5378
 KV5378  STATE/COUNTY-  NJ/MIDDLESEX
 KV5378  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5378
 KV5378                         *CURRENT SURVEY CONTROL
 KV5378  ___________________________________________________________________
 KV5378* NAD 83(1996)-  40 29 28.70723(N)    074 16 54.77730(W)     ADJUSTED  
 KV5378* NAVD 88     -                                                        
 KV5378  ___________________________________________________________________
 KV5378  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 KV5378  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV5378
 KV5378  HORZ ORDER  -  THIRD
 KV5378
 KV5378.The horizontal coordinates were established by classical geodetic methods
 KV5378.and adjusted by the National Geodetic Survey in September 1999..
 KV5378
 KV5378
 KV5378.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5378
 KV5378.The geoid height was determined by GEOID03.
 KV5378
 KV5378;                    North         East     Units Scale Factor Converg.
 KV5378;SPC NJ       -   184,086.282   168,489.870   MT  0.99990421   +0 08 29.9
 KV5378;SPC NJ       -   603,956.41    552,787.18   sFT  0.99990421   +0 08 29.9
 KV5378;SPC NY L     -    36,088.234   276,102.057   MT  1.00001440   -0 11 03.7
 KV5378;SPC NY L     -   118,399.48    905,844.83   sFT  1.00001440   -0 11 03.7
 KV5378;UTM  18      - 4,482,537.520   560,856.964   MT  0.99964559   +0 27 58.7
 KV5378
 KV5378                          SUPERSEDED SURVEY CONTROL
 KV5378
 KV5378  NAD 83(1996)-  40 29 28.70705(N)    074 16 54.77742(W) AD(       ) 4
 KV5378  NAD 83(1986)-  40 29 28.70879(N)    074 16 54.77432(W) AD(       ) 4
 KV5378  NAD 27      -  40 29 28.32700(N)    074 16 56.24900(W) AD(       ) 3
 KV5378
 KV5378.Superseded values are not recommended for survey control.
 KV5378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5378.See file dsdata.txt to determine how the superseded data were derived.
 KV5378
 KV5378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6085782538(NAD 83)
 KV5378_MARKER: 63 = STACK
 KV5378
 KV5378  HISTORY     - Date     Condition        Report By
 KV5378  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV5378
 KV5378                          STATION DESCRIPTION
 KV5378
 KV5378'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5374 ***********************************************************************
 KV5374  DESIGNATION -  S AMBOY SACRED HEART CH N CUP
 KV5374  PID         -  KV5374
 KV5374  STATE/COUNTY-  NJ/MIDDLESEX
 KV5374  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5374
 KV5374                         *CURRENT SURVEY CONTROL
 KV5374  ___________________________________________________________________
 KV5374* NAD 83(1996)-  40 28 49.21640(N)    074 17 24.11022(W)     ADJUSTED  
 KV5374* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 KV5374  ___________________________________________________________________
 KV5374  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 KV5374  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV5374
 KV5374  HORZ ORDER  -  THIRD
 KV5374
 KV5374.The horizontal coordinates were established by classical geodetic methods
 KV5374.and adjusted by the National Geodetic Survey in September 1999..
 KV5374
 KV5374.The orthometric height was scaled from a topographic map.
 KV5374
 KV5374.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5374
 KV5374.The geoid height was determined by GEOID03.
 KV5374
 KV5374;                    North         East     Units Scale Factor Converg.
 KV5374;SPC NJ       -   182,866.611   167,802.056   MT  0.99990390   +0 08 10.7
 KV5374;SPC NJ       -   599,954.87    550,530.58   sFT  0.99990390   +0 08 10.7
 KV5374;SPC NY L     -    34,872.361   275,407.238   MT  1.00001560   -0 11 22.9
 KV5374;SPC NY L     -   114,410.40    903,565.25   sFT  1.00001560   -0 11 22.9
 KV5374;UTM  18      - 4,481,314.288   560,176.249   MT  0.99964457   +0 27 39.3
 KV5374
 KV5374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5374!SPC NJ       -   0.99999966  x   0.99990390  =   0.99990356
 KV5374!SPC NY L     -   0.99999966  x   1.00001560  =   1.00001526
 KV5374!UTM  18      -   0.99999966  x   0.99964457  =   0.99964423
 KV5374
 KV5374                          SUPERSEDED SURVEY CONTROL
 KV5374
 KV5374  NAD 83(1996)-  40 28 49.21602(N)    074 17 24.11055(W) AD(       ) 3
 KV5374  NAD 83(1986)-  40 28 49.21756(N)    074 17 24.10801(W) AD(       ) 3
 KV5374  NAD 27      -  40 28 48.83300(N)    074 17 25.58700(W) AD(       ) 3
 KV5374
 KV5374.Superseded values are not recommended for survey control.
 KV5374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5374.See file dsdata.txt to determine how the superseded data were derived.
 KV5374
 KV5374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6017681314(NAD 83)
 KV5374_MARKER: 91 = CHURCH CROSS
 KV5374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5374+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2001
 KV5374
 KV5374  HISTORY     - Date     Condition        Report By
 KV5374  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV5374  HISTORY     - 20010317 GOOD             PORANY
 KV5374
 KV5374                          STATION DESCRIPTION
 KV5374
 KV5374'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5374'STATION IS THE NORTHERLY OF TWIN CUPOLAS ATOP THE SACRED HEART
 KV5374'POLISH CHURCH, ON THE W SIDE OF WASHINGTON STREET, BETWEEN CEDAR
 KV5374'AND WALNUT STREETS.  IT IS OF GREY STONE, ITS STUBBY, DOME-SHAPED
 KV5374'CUPOLAS COPPER-SHEATHED.
 KV5374'
 KV5374'THE STATION IS THE CROSS AT THE CUPOLA APEX, APPROXIMATELY 75
 KV5374'FEET ABOVE GROUND.
 KV5374
 KV5374                          STATION RECOVERY (2001)
 KV5374
 KV5374'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV5374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4255 ***********************************************************************
 KV4255  DESIGNATION -  S KEARNY ELEC POWER N STACK
 KV4255  PID         -  KV4255
 KV4255  STATE/COUNTY-  NJ/HUDSON
 KV4255  USGS QUAD   -  JERSEY CITY (1981)
 KV4255
 KV4255                         *CURRENT SURVEY CONTROL
 KV4255  ___________________________________________________________________
 KV4255* NAD 83(1996)-  40 44 13.78714(N)    074 05 46.11549(W)     ADJUSTED  
 KV4255* NAVD 88     -                                                        
 KV4255  ___________________________________________________________________
 KV4255  LAPLACE CORR-           6.43  (seconds)                    DEFLEC99
 KV4255  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KV4255
 KV4255  HORZ ORDER  -  THIRD
 KV4255
 KV4255.The horizontal coordinates were established by classical geodetic methods
 KV4255.and adjusted by the National Geodetic Survey in September 1999..
 KV4255
 KV4255
 KV4255.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4255
 KV4255.The geoid height was determined by GEOID03.
 KV4255
 KV4255;                    North         East     Units Scale Factor Converg.
 KV4255;SPC NJ       -   211,440.536   184,109.818   MT  0.99991432   +0 15 48.8
 KV4255;SPC NJ       -   693,701.16    604,033.63   sFT  0.99991432   +0 15 48.8
 KV4255;SPC NY L     -    63,355.737   291,878.954   MT  0.99999683   -0 03 46.4
 KV4255;SPC NY L     -   207,859.61    957,606.20   sFT  0.99999683   -0 03 46.4
 KV4255;UTM  18      - 4,509,973.192   576,317.385   MT  0.99967169   +0 35 23.6
 KV4255
 KV4255                          SUPERSEDED SURVEY CONTROL
 KV4255
 KV4255  NAD 83(1996)-  40 44 13.78712(N)    074 05 46.11566(W) AD(       ) 4
 KV4255  NAD 83(1996)-  40 44 13.78616(N)    074 05 46.11738(W) AD(       ) 4
 KV4255  NAD 83(1992)-  40 44 13.78554(N)    074 05 46.11831(W) AD(       ) 4
 KV4255  NAD 83(1986)-  40 44 13.78729(N)    074 05 46.12007(W) AD(       ) 4
 KV4255  NAD 27      -  40 44 13.42100(N)    074 05 47.61100(W) AD(       ) 3
 KV4255
 KV4255.Superseded values are not recommended for survey control.
 KV4255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4255.See file dsdata.txt to determine how the superseded data were derived.
 KV4255
 KV4255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7631709973(NAD 83)
 KV4255_MARKER: 63 = STACK
 KV4255
 KV4255  HISTORY     - Date     Condition        Report By
 KV4255  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4255  HISTORY     - 1989     GOOD             USPSQD
 KV4255
 KV4255                          STATION DESCRIPTION
 KV4255
 KV4255'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4255'THE NORTHERLY OF THREE IDENTICAL AND VERY PROMINENT STACKS, IN
 KV4255'S KEARNY ON THE W SIDE OF THE HACKENSACK RIVER JUST N OF THE LINCOLN
 KV4255'HIGHWAY BRIDGE AND E OF HACKENSACK AVENUE, IN THE PLANT OF THE
 KV4255'PUBLIC SERVICE ELECTRIC POWER COMPANY, OF NEWARK, NEW JERSEY,
 KV4255'RISING FROM THE CENTER RIDGE OF THE LARGE RED BRICK POWER HOUSE.
 KV4255'
 KV4255'THE STATION IS THE STACK-TOP 277 FEET ABOVE GROUND.
 KV4255
 KV4255                          STATION RECOVERY (1989)
 KV4255
 KV4255'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV4255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4256 ***********************************************************************
 KV4256  DESIGNATION -  S KEARNY ELEC POWER MID STACK
 KV4256  PID         -  KV4256
 KV4256  STATE/COUNTY-  NJ/HUDSON
 KV4256  USGS QUAD   -  JERSEY CITY (1981)
 KV4256
 KV4256                         *CURRENT SURVEY CONTROL
 KV4256  ___________________________________________________________________
 KV4256* NAD 83(1996)-  40 44 13.07552(N)    074 05 47.00483(W)     ADJUSTED  
 KV4256* NAVD 88     -                                                        
 KV4256  ___________________________________________________________________
 KV4256  LAPLACE CORR-           6.43  (seconds)                    DEFLEC99
 KV4256  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KV4256
 KV4256  HORZ ORDER  -  THIRD
 KV4256
 KV4256.The horizontal coordinates were established by classical geodetic methods
 KV4256.and adjusted by the National Geodetic Survey in September 1999..
 KV4256
 KV4256
 KV4256.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4256
 KV4256.The geoid height was determined by GEOID03.
 KV4256
 KV4256;                    North         East     Units Scale Factor Converg.
 KV4256;SPC NJ       -   211,418.491   184,089.054   MT  0.99991430   +0 15 48.2
 KV4256;SPC NJ       -   693,628.83    603,965.50   sFT  0.99991430   +0 15 48.2
 KV4256;SPC NY L     -    63,333.809   291,858.063   MT  0.99999684   -0 03 47.0
 KV4256;SPC NY L     -   207,787.67    957,537.66   sFT  0.99999684   -0 03 47.0
 KV4256;UTM  18      - 4,509,951.035   576,296.751   MT  0.99967165   +0 35 23.0
 KV4256
 KV4256                          SUPERSEDED SURVEY CONTROL
 KV4256
 KV4256  NAD 83(1996)-  40 44 13.07550(N)    074 05 47.00498(W) AD(       ) 4
 KV4256  NAD 83(1996)-  40 44 13.07454(N)    074 05 47.00667(W) AD(       ) 4
 KV4256  NAD 83(1992)-  40 44 13.07393(N)    074 05 47.00755(W) AD(       ) 4
 KV4256  NAD 83(1986)-  40 44 13.07567(N)    074 05 47.00913(W) AD(       ) 4
 KV4256  NAD 27      -  40 44 12.70900(N)    074 05 48.49800(W) AD(       ) 3
 KV4256
 KV4256.Superseded values are not recommended for survey control.
 KV4256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4256.See file dsdata.txt to determine how the superseded data were derived.
 KV4256
 KV4256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7629709951(NAD 83)
 KV4256_MARKER: 63 = STACK
 KV4256
 KV4256  HISTORY     - Date     Condition        Report By
 KV4256  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4256  HISTORY     - 1989     GOOD             USPSQD
 KV4256
 KV4256                          STATION DESCRIPTION
 KV4256
 KV4256'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4256'THE MIDDLE OF THREE IDENTICAL AND VERY PROMINENT STACKS, IN S
 KV4256'KEARNY ON THE W SIDE OF THE HACKENSACK RIVER JUST N OF THE
 KV4256'LINCOLN HIGHWAY BRIDGE AND E OF HACKENSACK AVENUE, IN THE PLANT
 KV4256'OF THE PUBLIC SERVICE ELECTRIC POWER COMPANY OF NEWARK,
 KV4256'NEW JERSEY, RISING FROM THE CENTER RIDGE OF THE LARGE RED BRICK
 KV4256'POWER HOUSE.
 KV4256'
 KV4256'THE STATION IS THE STACK TOP 277 FEET ABOVE GROUND.
 KV4256
 KV4256                          STATION RECOVERY (1989)
 KV4256
 KV4256'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV4256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4264 ***********************************************************************
 KV4264  DESIGNATION -  S KEARNY ELEC POWER S STACK
 KV4264  PID         -  KV4264
 KV4264  STATE/COUNTY-  NJ/HUDSON
 KV4264  USGS QUAD   -  JERSEY CITY (1981)
 KV4264
 KV4264                         *CURRENT SURVEY CONTROL
 KV4264  ___________________________________________________________________
 KV4264* NAD 83(1996)-  40 44 12.36479(N)    074 05 47.88971(W)     ADJUSTED  
 KV4264* NAVD 88     -                                                        
 KV4264  ___________________________________________________________________
 KV4264  LAPLACE CORR-           6.43  (seconds)                    DEFLEC99
 KV4264  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KV4264
 KV4264  HORZ ORDER  -  THIRD
 KV4264
 KV4264.The horizontal coordinates were established by classical geodetic methods
 KV4264.and adjusted by the National Geodetic Survey in September 1999..
 KV4264
 KV4264
 KV4264.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4264
 KV4264.The geoid height was determined by GEOID03.
 KV4264
 KV4264;                    North         East     Units Scale Factor Converg.
 KV4264;SPC NJ       -   211,396.474   184,068.395   MT  0.99991428   +0 15 47.6
 KV4264;SPC NJ       -   693,556.60    603,897.73   sFT  0.99991428   +0 15 47.6
 KV4264;SPC NY L     -    63,311.908   291,837.277   MT  0.99999685   -0 03 47.5
 KV4264;SPC NY L     -   207,715.82    957,469.47   sFT  0.99999685   -0 03 47.5
 KV4264;UTM  18      - 4,509,928.906   576,276.222   MT  0.99967161   +0 35 22.4
 KV4264
 KV4264                          SUPERSEDED SURVEY CONTROL
 KV4264
 KV4264  NAD 83(1996)-  40 44 12.36477(N)    074 05 47.88988(W) AD(       ) 4
 KV4264  NAD 83(1996)-  40 44 12.36380(N)    074 05 47.89160(W) AD(       ) 4
 KV4264  NAD 83(1992)-  40 44 12.36317(N)    074 05 47.89252(W) AD(       ) 4
 KV4264  NAD 83(1986)-  40 44 12.36488(N)    074 05 47.89420(W) AD(       ) 4
 KV4264  NAD 27      -  40 44 11.99800(N)    074 05 49.38300(W) AD(       ) 3
 KV4264
 KV4264.Superseded values are not recommended for survey control.
 KV4264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4264.See file dsdata.txt to determine how the superseded data were derived.
 KV4264
 KV4264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7627609929(NAD 83)
 KV4264_MARKER: 63 = STACK
 KV4264
 KV4264  HISTORY     - Date     Condition        Report By
 KV4264  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4264  HISTORY     - 1989     GOOD             USPSQD
 KV4264
 KV4264                          STATION DESCRIPTION
 KV4264
 KV4264'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4264'THE SOUTHERLY OF THREE IDENTICAL AND VERY PROMINENT STACKS, IN
 KV4264'S KEARNY, ON THE W SIDE OF THE HACKENSACK RIVER JUST N OF THE
 KV4264'LINCOLN HIGHWAY BRIDGE AND E OF HACKENSACK AVENUE, IN THE PLANT
 KV4264'OF THE PUBLIC SERVICE ELECTRIC POWER COMPANY OF NEWARK,
 KV4264'NEW JERSEY, RISING FROM THE CENTER RIDGE OF THE LARGE RED BRICK
 KV4264'POWER HOUSE.
 KV4264'
 KV4264'THE STATION IS THE STACK-TOP 277 FEET ABOVE GROUND.
 KV4264
 KV4264                          STATION RECOVERY (1989)
 KV4264
 KV4264'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV4264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4703 ***********************************************************************
 KV4703  DESIGNATION -  S O MONUMENT C USE 1932
 KV4703  PID         -  KV4703
 KV4703  STATE/COUNTY-  NJ/UNION
 KV4703  USGS QUAD   -  ELIZABETH (1995)
 KV4703
 KV4703                         *CURRENT SURVEY CONTROL
 KV4703  ___________________________________________________________________
 KV4703* NAD 83(1996)-  40 37 32.07603(N)    074 12 22.99334(W)     ADJUSTED  
 KV4703* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV4703  ___________________________________________________________________
 KV4703  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 KV4703  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV4703
 KV4703  HORZ ORDER  -  THIRD
 KV4703
 KV4703.The horizontal coordinates were established by classical geodetic methods
 KV4703.and adjusted by the National Geodetic Survey in September 1999..
 KV4703
 KV4703.The orthometric height was scaled from a topographic map.
 KV4703
 KV4703.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4703
 KV4703.The geoid height was determined by GEOID03.
 KV4703
 KV4703;                    North         East     Units Scale Factor Converg.
 KV4703;SPC NJ       -   199,013.344   174,839.978   MT  0.99990759   +0 11 28.2
 KV4703;SPC NJ       -   652,929.61    573,620.83   sFT  0.99990759   +0 11 28.2
 KV4703;SPC NY L     -    50,980.438   282,537.668   MT  1.00000254   -0 08 06.0
 KV4703;SPC NY L     -   167,258.32    926,959.00   sFT  1.00000254   -0 08 06.0
 KV4703;UTM  18      - 4,497,496.554   567,120.666   MT  0.99965545   +0 31 00.3
 KV4703
 KV4703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4703!SPC NJ       -   1.00000513  x   0.99990759  =   0.99991272
 KV4703!SPC NY L     -   1.00000513  x   1.00000254  =   1.00000767
 KV4703!UTM  18      -   1.00000513  x   0.99965545  =   0.99966058
 KV4703
 KV4703:                Primary Azimuth Mark                     Grid Az
 KV4703:SPC NJ       -  EBO USE 1932                             036 49 12.7
 KV4703:SPC NY L     -  EBO USE 1932                             037 08 46.9
 KV4703:UTM  18      -  EBO USE 1932                             036 29 40.6
 KV4703
 KV4703|---------------------------------------------------------------------|
 KV4703| PID    Reference Object                     Distance      Geod. Az  |
 KV4703|                                                           dddmmss.s |
 KV4703| KV4795 EBO USE 1932                        APPROX. 1.6 KM 0370040.9 |
 KV4703|---------------------------------------------------------------------|
 KV4703
 KV4703                          SUPERSEDED SURVEY CONTROL
 KV4703
 KV4703  NAD 83(1996)-  40 37 32.07603(N)    074 12 22.99335(W) AD(       ) 3
 KV4703  NAD 83(1986)-  40 37 32.07460(N)    074 12 22.99070(W) AD(       ) 3
 KV4703  NAD 27      -  40 37 31.70400(N)    074 12 24.46900(W) AD(       ) 3
 KV4703
 KV4703.Superseded values are not recommended for survey control.
 KV4703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4703.See file dsdata.txt to determine how the superseded data were derived.
 KV4703
 KV4703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6712197497(NAD 83)
 KV4703_MARKER: Z = SEE DESCRIPTION
 KV4703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV4703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV4703+STABILITY: SURFACE MOTION
 KV4703
 KV4703  HISTORY     - Date     Condition        Report By
 KV4703  HISTORY     - 1931     MONUMENTED       USE
 KV4703  HISTORY     - 1931     GOOD             CGS
 KV4703  HISTORY     - 1933     GOOD             CGS
 KV4703  HISTORY     - 1934     GOOD             CGS
 KV4703
 KV4703                          STATION DESCRIPTION
 KV4703
 KV4703'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4703'RECOVERED IN GOOD CONDITION FROM A HARBOR LINE BOARD (USE)
 KV4703'BLUEPRINT AND ITS ACCOMPANYING DESCRIPTION.  A CONCRETE SHAFT 2
 KV4703'FEET IN DIAMETER WITH DOME-SHAPED TOP, LETTERED U.S. AND CENTERED
 KV4703'BY A BRASS PLUG.
 KV4703'
 KV4703'A COMPLETE DESCRIPTION FOLLOWS--
 KV4703'
 KV4703'THIS STATION IS ON THE W SHORE OF ARTHUR KILL, APPROXIMATELY
 KV4703'3/4 MILE SOUTHWARD FROM GOETHALS BRIDGE, W OF THE N END OF
 KV4703'BUCKWHEAT ISLAND, IN THE SE CORNER OF THE STANDARD OIL COMPANYS
 KV4703'BAYWAY TERMINAL.  IT IS LOCATED AT HIGH-WATER LINE, APPROXIMATELY
 KV4703'125 METERS EASTWARD OF THE HUGE STANDARD OIL CHIMNEY (THE
 KV4703'TALLEST AND MOST PROMINENT IN THE VICINITY), AT THE SE CORNER OF
 KV4703'A FILL, 2 METERS E OF THE EASTERLY POLE OF AN E-W ROW OF
 KV4703'TRANSMISSION POLES.
 KV4703'
 KV4703'STATION IS MARKED BY THE 5/32-INCH DRILL HOLE IN A 1/2-INCH
 KV4703'BRASS PLUG PROJECTING 3/4 INCH ABOVE THE DOMED MONUMENT.  A
 KV4703'CYLINDRICAL, DOME-TOPPED SHAFT OF CONCRETE, 7 FEET HIGH, RISING
 KV4703'FROM A SQUARE BASE.
 KV4703'
 KV4703'BY BUILDING UP THE DOME WITH TEMPORARY PATS OF CEMENT,
 KV4703'EXCELLENT FOOTING IS OBTAINED FOR A CENTRAL SET-UP, SANS
 KV4703'TRIPOD.  THE MONUMENT HEIGHT NECESSITATES AN OBSERVERS PLATFORM
 KV4703'FOR THE SET-UP.
 KV4703'
 KV4703'NO REFERENCE MARKS WERE PLACED, NOR ANY REFERENCE MEASUREMENTS
 KV4703'TAKEN.
 KV4703'
 KV4703'ANILINE IS DISTANT 1521.6 METERS FROM STATION IN AZIMUTH 15 DEG
 KV4703'19 MIN 32 SEC.
 KV4703
 KV4703                          STATION RECOVERY (1933)
 KV4703
 KV4703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4703'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED, WITH THE
 KV4703'FOLLOWING EXCEPTION AND ADDITION--
 KV4703'
 KV4703'IT IS 1.1 METERS FROM THE CENTER OF THE WOODEN TELEPHONE POLE
 KV4703'TO THE W.  THE 5-INCH LETTERS U.S. ARE MOULDED IN THE TOP OF THE
 KV4703'DOME ON ITS E-AND-W SIDES.
 KV4703
 KV4703                          STATION RECOVERY (1934)
 KV4703
 KV4703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4703'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION--
 KV4703'
 KV4703'THIS MONUMENT IS NOW 6 FEET OUT IN THE WATER DUE TO SHORE
 KV4703'EROSION.  IT IS STILL IN GOOD CONDITION ALTHOUGH THE CONCRETE
 KV4703'BASE IS EXPOSED AND IT WILL PROBABLY BE WASHED AWAY IN THE NEAR
 KV4703'FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1171 ***********************************************************************
 KV1171  DESIGNATION -  S05
 KV1171  PID         -  KV1171
 KV1171  STATE/COUNTY-  NJ/BURLINGTON
 KV1171  USGS QUAD   -  BEVERLY (1973)
 KV1171
 KV1171                         *CURRENT SURVEY CONTROL
 KV1171  ___________________________________________________________________
 KV1171* NAD 83(1986)-  40 01 17.     (N)    074 59 31.     (W)     SCALED    
 KV1171* NAVD 88     -         4.153  (meters)      13.63   (feet)  ADJUSTED  
 KV1171  ___________________________________________________________________
 KV1171  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV1171  DYNAMIC HT  -           4.151 (meters)      13.62  (feet)  COMP
 KV1171  MODELED GRAV-     980,189.3   (mgal)                       NAVD 88
 KV1171
 KV1171  VERT ORDER  -  FIRST     CLASS II
 KV1171
 KV1171.The horizontal coordinates were scaled from a topographic map and have
 KV1171.an estimated accuracy of +/- 6 seconds.
 KV1171
 KV1171.The orthometric height was determined by differential leveling
 KV1171.and adjusted by the National Geodetic Survey in June 1991..
 KV1171
 KV1171.The geoid height was determined by GEOID03.
 KV1171
 KV1171.The dynamic height is computed by dividing the NAVD 88
 KV1171.geopotential number by the normal gravity value computed on the
 KV1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1171.degrees latitude (g = 980.6199 gals.).
 KV1171
 KV1171.The modeled gravity was interpolated from observed gravity values.
 KV1171
 KV1171;                    North         East    Units  Estimated Accuracy
 KV1171;SPC NJ       -   132,010.      108,010.      MT  (+/- 180 meters Scaled)
 KV1171
 KV1171                          SUPERSEDED SURVEY CONTROL
 KV1171
 KV1171  NGVD 29 (01/10/92)    4.474  (m)           14.68   (f) ADJUSTED    1 2
 KV1171
 KV1171.Superseded values are not recommended for survey control.
 KV1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1171.See file dsdata.txt to determine how the superseded data were derived.
 KV1171
 KV1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK006301(NAD 83)
 KV1171_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1171_STAMPING: SO5 W465 EL89.90
 KV1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1171+STABILITY: SURFACE MOTION
 KV1171
 KV1171  HISTORY     - Date     Condition        Report By
 KV1171  HISTORY     - UNK      MONUMENTED       RBNF
 KV1171  HISTORY     - 1974     GOOD             NGS
 KV1171  HISTORY     - 19900615 MARK NOT FOUND   NJGS
 KV1171
 KV1171                          STATION DESCRIPTION
 KV1171
 KV1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1171'2 MI SW FROM RIVERSIDE.
 KV1171'0.15 MILE WEST ALOG NEW JERSEY FROM THE POST OFFICE AT RIVERSIDE,
 KV1171'THENCE 1.85 MILES SOUTHWET ALONG NORTH BROAD STREET, DIRECTLY IN
 KV1171'FRONT OF THE C E GLASS COMPANY, SET BETWEEN THE MAIN TRACK AND
 KV1171'A SPUR TRACK OF THE PENN CENTRAL RAILROAD, 2 TELEGRAPH POLES
 KV1171'NORTHEAST OF THE ENTRANCE TO THE GLASS COMPANY, 35.6 FEET
 KV1171'EAST-SOUTHEAST OF THE EAST-SOUTHEAST RAIL OF THE MAIN TRACK, 14.2
 KV1171'FEET WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL OF THE SPUR TRACK,
 KV1171'18.8 FEET NORTHEAST OF A TELEGRAPH POLE, ABOUT LEVEL WITH THE
 KV1171'TRACKS AND SET IN THE TOP OF A LARGE CONCRETE POST PROJECTING
 KV1171'6 INCHES.
 KV1171
 KV1171                          STATION RECOVERY (1990)
 KV1171
 KV1171'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV1171'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV1171'SEARCH BY A ONE MAN PARTY.  THE REMAINS OF A CONCRETE MONUMENT WERE
 KV1171'FOUND IN THE AREA OF THE STATION.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4090 ***********************************************************************
 KV4090  DESIGNATION -  SACK
 KV4090  PID         -  KV4090
 KV4090  STATE/COUNTY-  NJ/HUDSON
 KV4090  USGS QUAD   -  WEEHAWKEN (1995)
 KV4090
 KV4090                         *CURRENT SURVEY CONTROL
 KV4090  ___________________________________________________________________
 KV4090* NAD 83(1996)-  40 47 09.21628(N)    074 04 51.94841(W)     ADJUSTED  
 KV4090* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV4090  ___________________________________________________________________
 KV4090  LAPLACE CORR-           6.72  (seconds)                    DEFLEC99
 KV4090  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KV4090
 KV4090  HORZ ORDER  -  SECOND
 KV4090
 KV4090.The horizontal coordinates were established by classical geodetic methods
 KV4090.and adjusted by the National Geodetic Survey in September 1999..
 KV4090
 KV4090.The orthometric height was scaled from a topographic map.
 KV4090
 KV4090.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4090
 KV4090.The geoid height was determined by GEOID03.
 KV4090
 KV4090;                    North         East     Units Scale Factor Converg.
 KV4090;SPC NJ       -   216,857.439   185,354.814   MT  0.99991538   +0 16 25.1
 KV4090;SPC NJ       -   711,473.11    608,118.25   sFT  0.99991538   +0 16 25.1
 KV4090;SPC NY L     -    68,765.896   293,154.907   MT  0.99999553   -0 03 11.0
 KV4090;SPC NY L     -   225,609.44    961,792.39   sFT  0.99999553   -0 03 11.0
 KV4090;UTM  18      - 4,515,395.789   577,531.200   MT  0.99967399   +0 36 01.0
 KV4090
 KV4090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4090!SPC NJ       -   1.00000476  x   0.99991538  =   0.99992014
 KV4090!SPC NY L     -   1.00000476  x   0.99999553  =   1.00000029
 KV4090!UTM  18      -   1.00000476  x   0.99967399  =   0.99967875
 KV4090
 KV4090:                Primary Azimuth Mark                     Grid Az
 KV4090:SPC NJ       -  ERU                                      001 14 38.1
 KV4090:SPC NY L     -  ERU                                      001 34 14.2
 KV4090:UTM  18      -  ERU                                      000 55 02.2
 KV4090
 KV4090|---------------------------------------------------------------------|
 KV4090| PID    Reference Object                     Distance      Geod. Az  |
 KV4090|                                                           dddmmss.s |
 KV4090| KV4080 ERU                                 APPROX. 1.0 KM 0013103.2 |
 KV4090| KV4082 SECAUCUS SCH CENTER AVE CUPOLA      APPROX. 1.6 KM 0634932.6 |
 KV4090| CB5565 SACK RM 2                                          17818     |
 KV4090| KV4104 D L AND W RR BRIDGE E END STK       APPROX. 1.2 KM 1825619.5 |
 KV4090| KV4087 HACK                                408.090 METERS 3400339.1 |
 KV4090| CB5564 SACK RM 1                                          34207     |
 KV4090|---------------------------------------------------------------------|
 KV4090
 KV4090                          SUPERSEDED SURVEY CONTROL
 KV4090
 KV4090  NAD 83(1996)-  40 47 09.21621(N)    074 04 51.94851(W) AD(       ) 2
 KV4090  NAD 83(1996)-  40 47 09.21525(N)    074 04 51.95005(W) AD(       ) 2
 KV4090  NAD 83(1992)-  40 47 09.21422(N)    074 04 51.95100(W) AD(       ) 2
 KV4090  NAD 83(1986)-  40 47 09.21791(N)    074 04 51.94982(W) AD(       ) 2
 KV4090  NAD 27      -  40 47 08.85600(N)    074 04 53.43800(W) AD(       ) 2
 KV4090
 KV4090.Superseded values are not recommended for survey control.
 KV4090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4090.See file dsdata.txt to determine how the superseded data were derived.
 KV4090
 KV4090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7753115396(NAD 83)
 KV4090_MARKER: DS = TRIANGULATION STATION DISK
 KV4090_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4090_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4090
 KV4090  HISTORY     - Date     Condition        Report By
 KV4090  HISTORY     - 1914     MONUMENTED       CGS
 KV4090  HISTORY     - 1932     GOOD             CGS
 KV4090  HISTORY     - 1933     SEE DESCRIPTION  CGS
 KV4090
 KV4090                          STATION DESCRIPTION
 KV4090
 KV4090'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV4090'STATION IS ON THE E SIDE OF THE HACKENSACK RIVER, ABOUT IN THE
 KV4090'MIDDLE OF THE OLD ERIE RAILROAD EMBANKMENT, A SHORT DISTANCE
 KV4090'TO THE SOUTHWESTWARD OF THE ERIE RAILROAD BRIDGE AND 27 METERS
 KV4090'W OF A SQUARE BRICK TOWER.  THE STATION IS MARKED BY A STANDARD
 KV4090'BRASS DISK CEMENTED IN THE TOP OF A 4-INCH TILE PIPE AND SUNK TO
 KV4090'THE GROUND LEVEL AND SURROUNDED BY CEMENT.  A BURIED BOTTLE
 KV4090'SERVES AS SUBSURFACE MARK.
 KV4090'
 KV4090'REFERENCE MARK NO.1, A CROSS AND THE LETTERS C. AND G.S. MARKED
 KV4090'ON THE TOP OF THE S ABUTMENT OF THE OLD RAILROAD BRIDGE, IS
 KV4090'74.32 FEET N 4 DEG W FROM THE STATION.
 KV4090'
 KV4090'REFERENCE MARK NO.2, A COPPER NAIL SET IN CEMENT CONTAINED IN
 KV4090'A 3-INCH TILE PIPE AND SUNK FLUSH WITH THE GROUND, IS 52.86
 KV4090'FEET S 13 DEG W FROM THE STATION, AND ABOUT 3 FEET FROM THE SW
 KV4090'EDGE OF THE EMBANKMENT.
 KV4090
 KV4090                          STATION RECOVERY (1932)
 KV4090
 KV4090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4090'STATION RECOVERED IN GOOD CONDITION FROM ORIGINAL DESCRIPTION.  THE
 KV4090'TWO REFERENCE MARKS WERE NOT RECOVERED.
 KV4090'
 KV4090'A COMPLETE DESCRIPTION FOLLOWS--
 KV4090'
 KV4090'THIS STATION IS ON THE E SIDE OF THE HACKENSACK RIVER, E OF
 KV4090'THE JACK-KNIFE TYPE BRIDGE OF THE ERIE RAILROAD MAIN LINE, ON
 KV4090'THE OLD TRACK-FILL 18.3 METERS S OF THE CENTER LINE OF THE
 KV4090'ERIE TRACKS.
 KV4090'
 KV4090'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK
 KV4090'(UNSTAMPED) SET IN THE TOP OF A CONCRETE-FILLED 4-INCH TILE
 KV4090'PIPE SET FLUSH WITH THE GROUND.  NO REFERENCE MARKS WERE PLACED.
 KV4090'
 KV4090'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4090'
 KV4090'TO NE CORNER OF UPPER LEVEL OF OLD BRIDGE ABUTMENT.  23.22 METERS
 KV4090'
 KV4090'TO NW CORNER OF UPPER LEVEL OF OLD BRIDGE ABUTMENT.  23.00 METERS
 KV4090'
 KV4090'NORMAL TO FAR SIDE OF UPPER LEVEL OF OLD BRIDGE ABUTMENT.  22.75
 KV4090'METERS
 KV4090'
 KV4090'TO SW CORNER OF SQUARE RED BRICK TRANSMISSION HOUSE N OF
 KV4090'TRACKS.  27.16 METERS
 KV4090'
 KV4090'TO NW TOP CORNER OF CONCRETE BASE FOR SEMAPHORE TO EASTWARD.  23.38
 KV4090'METERS
 KV4090'
 KV4090'THERE IS AMPLE ROOM AND FAIR FOOTING FOR CENTRAL TRIPOD SET-UPS
 KV4090'ON THE HARD-PACKED CINDER-FILL.
 KV4090
 KV4090                          STATION RECOVERY (1933)
 KV4090
 KV4090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4090'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH THE
 KV4090'FOLLOWING EXCEPTIONS--
 KV4090'
 KV4090'THIS STATION IS NOW STAMPED SACK.  TWO REFERENCE MEASUREMENTS
 KV4090'SHOULD BE CHANGED TO READ AS FOLLOWS--
 KV4090'
 KV4090'TO NE CORNER OF UPPER LEVEL OF OLD BRIDGE ABUTMENT.  22.58 METERS
 KV4090'
 KV4090'TO NW CORNER OF UPPER LEVEL OF OLD BRIDGE ABUTMENT.  23.29 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6862 ***********************************************************************
 KV6862  DESIGNATION -  SADDLE 1
 KV6862  PID         -  KV6862
 KV6862  STATE/COUNTY-  NJ/BERGEN
 KV6862  USGS QUAD   -  HACKENSACK (1997)
 KV6862
 KV6862                         *CURRENT SURVEY CONTROL
 KV6862  ___________________________________________________________________
 KV6862* NAD 83(1996)-  40 54 16.03821(N)    074 06 27.29222(W)     ADJUSTED  
 KV6862* NAVD 88     -        14.9    (meters)      49.     (feet)  GPS OBS   
 KV6862  ___________________________________________________________________
 KV6862  X           -   1,321,932.698 (meters)                     COMP
 KV6862  Y           -  -4,643,012.388 (meters)                     COMP
 KV6862  Z           -   4,154,398.273 (meters)                     COMP
 KV6862  LAPLACE CORR-           6.47  (seconds)                    DEFLEC99
 KV6862  ELLIP HEIGHT-         -17.17  (meters)          (10/23/02) GPS OBS
 KV6862  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 KV6862
 KV6862  HORZ ORDER  -  FIRST
 KV6862  ELLP ORDER  -  FOURTH    CLASS I
 KV6862
 KV6862.The horizontal coordinates were established by GPS observations
 KV6862.and adjusted by the National Geodetic Survey in May 1999..
 KV6862
 KV6862.The orthometric height was determined by GPS observations and a
 KV6862.high-resolution geoid model.
 KV6862
 KV6862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6862
 KV6862.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6862
 KV6862.The ellipsoidal height was determined by GPS observations
 KV6862.and is referenced to NAD 83.
 KV6862
 KV6862.The geoid height was determined by GEOID03.
 KV6862
 KV6862;                    North         East     Units Scale Factor Converg.
 KV6862;SPC NJ       -   230,012.209   183,060.593   MT  0.99991345   +0 15 25.0
 KV6862;SPC NJ       -   754,631.72    600,591.30   sFT  0.99991345   +0 15 25.0
 KV6862;UTM  18      - 4,528,534.060   575,162.506   MT  0.99966953   +0 35 03.8
 KV6862
 KV6862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6862!SPC NJ       -   1.00000269  x   0.99991345  =   0.99991614
 KV6862!UTM  18      -   1.00000269  x   0.99966953  =   0.99967222
 KV6862
 KV6862:                Primary Azimuth Mark                     Grid Az
 KV6862:SPC NJ       -  SADDLE 2                                 064 06 36.8
 KV6862:UTM  18      -  SADDLE 2                                 063 46 58.0
 KV6862
 KV6862|---------------------------------------------------------------------|
 KV6862| PID    Reference Object                     Distance      Geod. Az  |
 KV6862|                                                           dddmmss.s |
 KV6862| KV6863 SADDLE 2                            APPROX. 0.6 KM 0642201.8 |
 KV6862|---------------------------------------------------------------------|
 KV6862
 KV6862                          SUPERSEDED SURVEY CONTROL
 KV6862
 KV6862  ELLIP H (05/14/99)  -17.16   (m)                       GP(       ) 4 1
 KV6862  NAD 83(1996)-  40 54 16.03806(N)    074 06 27.29235(W) AD(       ) 1
 KV6862  NAD 83(1996)-  40 54 16.03680(N)    074 06 27.29369(W) AD(       ) 1
 KV6862  NAD 83(1992)-  40 54 16.03541(N)    074 06 27.29431(W) AD(       ) 1
 KV6862  NAD 83(1986)-  40 54 16.03649(N)    074 06 27.29418(W) AD(       ) 1
 KV6862
 KV6862.Superseded values are not recommended for survey control.
 KV6862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6862.See file dsdata.txt to determine how the superseded data were derived.
 KV6862
 KV6862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7516328534(NAD 83)
 KV6862_MARKER: DD = SURVEY DISK
 KV6862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6862_SP_SET: CONCRETE POST
 KV6862_STAMPING: SADDLE 1 1991
 KV6862_MARK LOGO: NJHA  
 KV6862_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6862+STABILITY: SURFACE MOTION
 KV6862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6862+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1992
 KV6862
 KV6862  HISTORY     - Date     Condition        Report By
 KV6862  HISTORY     - 1991     MONUMENTED       NJDT
 KV6862  HISTORY     - 19920422 GOOD             NJGS
 KV6862
 KV6862                          STATION DESCRIPTION
 KV6862
 KV6862'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6862'THE STATION IS LOCATED IN THE BOROUGH OF ELMWOOD PARK ON THE WEST SIDE
 KV6862'OF THE SOUTHBOUND LANES AT MILEPOINT 159.78, SET FLUSH IN THE GRASS
 KV6862'AREA BETWEEN THE SOUTHBOUND LANES AND AN ENTRANCE RAMP LEADING TO
 KV6862'INTERSTATE HIGHWAY 80.  THE STATION IS 3.4 M (11.2 FT) SOUTH FROM AND
 KV6862'NORMAL TO THE SOUTH CURB OF THE ENTRANCE RAMP, 4.3 M (14.1 FT) NORTH
 KV6862'FROM THE FACE OF GUIDERAIL ALONG THE SOUTHBOUND LANES OF THE GARDEN
 KV6862'STATE PARKWAY AND 58.1 M (190.6 FT) NORTHEAST FROM THE NORTH FACE OF
 KV6862'THE WEST PIER OF THE BRIDGE CARRYING INTERSTATE HIGHWAY 80 OVER THE
 KV6862'GARDEN STATE PARKWAY, WITH A SIGN FOR INTERSTATE ROUTE 80 ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6863 ***********************************************************************
 KV6863  DESIGNATION -  SADDLE 2
 KV6863  PID         -  KV6863
 KV6863  STATE/COUNTY-  NJ/BERGEN
 KV6863  USGS QUAD   -  HACKENSACK (1997)
 KV6863
 KV6863                         *CURRENT SURVEY CONTROL
 KV6863  ___________________________________________________________________
 KV6863* NAD 83(1996)-  40 54 24.29308(N)    074 06 04.61456(W)     ADJUSTED  
 KV6863* NAVD 88     -        21.4    (meters)      70.     (feet)  GPS OBS   
 KV6863  ___________________________________________________________________
 KV6863  X           -   1,322,398.842 (meters)                     COMP
 KV6863  Y           -  -4,642,711.416 (meters)                     COMP
 KV6863  Z           -   4,154,595.019 (meters)                     COMP
 KV6863  LAPLACE CORR-           6.56  (seconds)                    DEFLEC99
 KV6863  ELLIP HEIGHT-         -10.62  (meters)          (10/23/02) GPS OBS
 KV6863  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KV6863
 KV6863  HORZ ORDER  -  FIRST
 KV6863  ELLP ORDER  -  FOURTH    CLASS I
 KV6863
 KV6863.The horizontal coordinates were established by GPS observations
 KV6863.and adjusted by the National Geodetic Survey in May 1999..
 KV6863
 KV6863.The orthometric height was determined by GPS observations and a
 KV6863.high-resolution geoid model.
 KV6863
 KV6863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6863
 KV6863.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6863
 KV6863.The ellipsoidal height was determined by GPS observations
 KV6863.and is referenced to NAD 83.
 KV6863
 KV6863.The geoid height was determined by GEOID03.
 KV6863
 KV6863;                    North         East     Units Scale Factor Converg.
 KV6863;SPC NJ       -   230,269.228   183,590.143   MT  0.99991388   +0 15 39.9
 KV6863;SPC NJ       -   755,474.96    602,328.66   sFT  0.99991388   +0 15 39.9
 KV6863;UTM  18      - 4,528,794.038   575,690.450   MT  0.99967051   +0 35 18.7
 KV6863
 KV6863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6863!SPC NJ       -   1.00000167  x   0.99991388  =   0.99991555
 KV6863!UTM  18      -   1.00000167  x   0.99967051  =   0.99967218
 KV6863
 KV6863:                Primary Azimuth Mark                     Grid Az
 KV6863:SPC NJ       -  SADDLE 1                                 244 06 36.7
 KV6863:UTM  18      -  SADDLE 1                                 243 46 57.9
 KV6863
 KV6863|---------------------------------------------------------------------|
 KV6863| PID    Reference Object                     Distance      Geod. Az  |
 KV6863|                                                           dddmmss.s |
 KV6863| KV6862 SADDLE 1                            APPROX. 0.6 KM 2442216.6 |
 KV6863|---------------------------------------------------------------------|
 KV6863
 KV6863                          SUPERSEDED SURVEY CONTROL
 KV6863
 KV6863  NAD 83(1996)-  40 54 24.29293(N)    074 06 04.61469(W) AD(       ) 1
 KV6863  NAD 83(1996)-  40 54 24.29168(N)    074 06 04.61603(W) AD(       ) 1
 KV6863  NAD 83(1992)-  40 54 24.29025(N)    074 06 04.61667(W) AD(       ) 1
 KV6863  NAD 83(1986)-  40 54 24.29136(N)    074 06 04.61653(W) AD(       ) 1
 KV6863
 KV6863.Superseded values are not recommended for survey control.
 KV6863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6863.See file dsdata.txt to determine how the superseded data were derived.
 KV6863
 KV6863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7569028794(NAD 83)
 KV6863_MARKER: DD = SURVEY DISK
 KV6863_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6863_SP_SET: BRIDGE SAFETY CURB
 KV6863_STAMPING: SADDLE 2 1991
 KV6863_MARK LOGO: NJHA  
 KV6863_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6863+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1992
 KV6863
 KV6863  HISTORY     - Date     Condition        Report By
 KV6863  HISTORY     - 1991     MONUMENTED       NJDT
 KV6863  HISTORY     - 19920422 GOOD             NJGS
 KV6863
 KV6863                          STATION DESCRIPTION
 KV6863
 KV6863'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6863'STATION IS LOCATED IN THE BOROUGH OF ELMWOOD PARK ON THE SOUTH SIDE
 KV6863'OF THE BRIDGE CARRYING THE RAMP FROM THE SADDLE BROOK TOLL PLAZA ONTO
 KV6863'THE SOUTHBOUND LANES OF THE GARDEN STATE PARKWAY.  TO REACH THE
 KV6863'STATION FROM THE INTERSECTION OF MIDLAND AVENUE AT MILEPOINT 160, GO
 KV6863'NORTH ON THE GARDEN STATE PARKWAY FOR 0.2 MI (0.3 KM) TO EXIT 159 FOR
 KV6863'THE SADDLE BROOK TOLL PLAZA, PASSING UNDER THE DEHLE AVENUE OVERPASS
 KV6863'TO THE SADDLE BROOK TOLL PLAZA AHEAD.  PARK TRUCK TO THE RIGHT OF THE
 KV6863'PLAZA AND PACK SOUTHWEST FOR 0.1 MI (0.2 KM) TO THE RAMP AND THE
 KV6863'STATION ON THE LEFT, SET AT THE EAST END OF THE BRIDGE SAFETYCURB.
 KV6863'NO MEASUREMENTS WERE TAKEN.  CAUTION IS ADVISED AS STATION IS NEAR
 KV6863'TO TRAVELED PART OF THE RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3914 ***********************************************************************
 KV3914  DESIGNATION -  SAINT JOSEPH
 KV3914  PID         -  KV3914
 KV3914  STATE/COUNTY-  NJ/BERGEN
 KV3914  USGS QUAD   -  HACKENSACK (1997)
 KV3914
 KV3914                         *CURRENT SURVEY CONTROL
 KV3914  ___________________________________________________________________
 KV3914* NAD 83(1996)-  40 52 30.64444(N)    074 01 32.02792(W)     ADJUSTED  
 KV3914* NAVD 88     -                                                        
 KV3914  ___________________________________________________________________
 KV3914  LAPLACE CORR-           7.70  (seconds)                    DEFLEC99
 KV3914  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 KV3914
 KV3914  HORZ ORDER  -  THIRD
 KV3914
 KV3914.The horizontal coordinates were established by classical geodetic methods
 KV3914.and adjusted by the National Geodetic Survey in September 1999..
 KV3914
 KV3914
 KV3914.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3914
 KV3914.The geoid height was determined by GEOID03.
 KV3914
 KV3914;                    North         East     Units Scale Factor Converg.
 KV3914;SPC NJ       -   226,795.589   189,988.095   MT  0.99991967   +0 18 37.7
 KV3914;SPC NJ       -   744,078.53    623,319.28   sFT  0.99991967   +0 18 37.7
 KV3914;SPC NY L     -    78,678.215   297,845.185   MT  0.99999500   -0 01 00.2
 KV3914;SPC NY L     -   258,130.11    977,180.41   sFT  0.99999500   -0 01 00.2
 KV3914;UTM  18      - 4,525,357.833   582,106.603   MT  0.99968297   +0 38 15.8
 KV3914
 KV3914                          SUPERSEDED SURVEY CONTROL
 KV3914
 KV3914  NAD 83(1996)-  40 52 30.64432(N)    074 01 32.02804(W) AD(       ) 4
 KV3914  NAD 83(1996)-  40 52 30.64325(N)    074 01 32.02924(W) AD(       ) 4
 KV3914  NAD 83(1992)-  40 52 30.64088(N)    074 01 32.02998(W) AD(       ) 4
 KV3914  NAD 83(1986)-  40 52 30.65120(N)    074 01 32.02573(W) AD(       ) 4
 KV3914  NAD 27      -  40 52 30.28800(N)    074 01 33.52900(W) AD(       ) 3
 KV3914
 KV3914.Superseded values are not recommended for survey control.
 KV3914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3914.See file dsdata.txt to determine how the superseded data were derived.
 KV3914
 KV3914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8210725358(NAD 83)
 KV3914_MARKER: 91 = CHURCH CROSS
 KV3914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3914+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2005
 KV3914
 KV3914  HISTORY     - Date     Condition        Report By
 KV3914  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3914  HISTORY     - 20051124 GOOD             GEOCAC
 KV3914
 KV3914                          STATION DESCRIPTION
 KV3914
 KV3914'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3914'THIS STATION IS E OF THE HACKENSACK RIVER, IN BOGOTA ON THE NE
 KV3914'CORNER OF FORT LEE ROAD AND PALISADE AVENUE ATOP THE ST. JOSEPHS
 KV3914'ROMAN CATHOLIC CHURCH (A YELLOW BRICK, SLATE-ROOFED BUILDING
 KV3914'ERECTED IN 1927).  IT IS AT THE APEX OF THE COPPER-SHEATHED
 KV3914'HEMISPHERICAL DOME WHICH SURMOUNTS THE SQUARE, ORNATE, OPEN BELL
 KV3914'TOWER RISING ABOVE THE SW CORNER OF THE BUILDING.
 KV3914'
 KV3914'STATION IS THE BASE OF THE GOLD CROSS AT THE DOME-APEX.
 KV3914'
 KV3914'THE STATION WAS NOT OCCUPIED.
 KV3914
 KV3914                          STATION RECOVERY (2005)
 KV3914
 KV3914'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV3914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3246 ***********************************************************************
 JU3246  DESIGNATION -  SALEM
 JU3246  PID         -  JU3246
 JU3246  STATE/COUNTY-  NJ/SALEM
 JU3246  USGS QUAD   -  SALEM (1995)
 JU3246
 JU3246                         *CURRENT SURVEY CONTROL
 JU3246  ___________________________________________________________________
 JU3246* NAD 83(1996)-  39 34 36.77206(N)    075 28 36.98667(W)     ADJUSTED  
 JU3246* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3246  ___________________________________________________________________
 JU3246  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 JU3246  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU3246
 JU3246  HORZ ORDER  -  SECOND
 JU3246
 JU3246.The horizontal coordinates were established by classical geodetic methods
 JU3246.and adjusted by the National Geodetic Survey in September 1999..
 JU3246
 JU3246.The orthometric height was scaled from a topographic map.
 JU3246
 JU3246.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3246
 JU3246.The geoid height was determined by GEOID03.
 JU3246
 JU3246;                    North         East     Units Scale Factor Converg.
 JU3246;SPC NJ       -    82,995.878    66,070.257   MT  0.99998670   -0 37 20.8
 JU3246;SPC NJ       -   272,295.64    216,765.50   sFT  0.99998670   -0 37 20.8
 JU3246;SPC DE       -   175,052.741   194,821.363   MT  0.99999533   -0 02 18.2
 JU3246;SPC DE       -   574,318.87    639,176.42   sFT  0.99999533   -0 02 18.2
 JU3246;UTM  18      - 4,380,905.501   459,038.230   MT  0.99962066   -0 18 13.9
 JU3246
 JU3246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3246!SPC NJ       -   1.00000514  x   0.99998670  =   0.99999184
 JU3246!SPC DE       -   1.00000514  x   0.99999533  =   1.00000047
 JU3246!UTM  18      -   1.00000514  x   0.99962066  =   0.99962579
 JU3246
 JU3246|---------------------------------------------------------------------|
 JU3246| PID    Reference Object                     Distance      Geod. Az  |
 JU3246|                                                           dddmmss.s |
 JU3246| JU3247 SALEM USE 1933                      113.337 METERS 00925     |
 JU3246| CB2954 SALEM RM 1                           78.639 METERS 05618     |
 JU3246| JU3248 SALEM MANNINGTON MILLS TANK         APPROX. 1.9 KM 0750414.6 |
 JU3246| JU3253 SALEM FIRST PRESB CH SPIRE          APPROX. 1.0 KM 1130100.3 |
 JU3246| JU3254 SALEM MUNICIPAL STANDPIPE           APPROX. 1.1 KM 1174916.2 |
 JU3246| CB2955 SALEM RM 2                           32.961 METERS 16706     |
 JU3246| JU3251 SALEM GAYNER GLASS CO STACK         189.360 METERS 19318     |
 JU3246| JU3250 SALEM GAYNER GLASS CO TANK          228.616 METERS 19647     |
 JU3246| JU3772 DELAWARE CITY FORT DUPONT TANK      APPROX. 9.4 KM 2634018.0 |
 JU3246|---------------------------------------------------------------------|
 JU3246
 JU3246                          SUPERSEDED SURVEY CONTROL
 JU3246
 JU3246  NAD 83(1991)-  39 34 36.77058(N)    075 28 36.98574(W) AD(       ) 2
 JU3246  NAD 83(1986)-  39 34 36.76314(N)    075 28 36.99618(W) AD(       ) 2
 JU3246  NAD 27      -  39 34 36.36000(N)    075 28 38.28000(W) AD(       ) 2
 JU3246
 JU3246.Superseded values are not recommended for survey control.
 JU3246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3246.See file dsdata.txt to determine how the superseded data were derived.
 JU3246
 JU3246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5903880906(NAD 83)
 JU3246_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JU3246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU3246_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3246+STABILITY: SURFACE MOTION
 JU3246
 JU3246  HISTORY     - Date     Condition        Report By
 JU3246  HISTORY     - 1933     MONUMENTED       CGS
 JU3246  HISTORY     - 1946     GOOD             CGS
 JU3246  HISTORY     - 1965     GOOD             CGS
 JU3246  HISTORY     - 1975     GOOD             NGS
 JU3246  HISTORY     - 1984     GOOD             NOS
 JU3246
 JU3246                          STATION DESCRIPTION
 JU3246
 JU3246'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3246'THIS STATION IS ON THE WHARF OWNED BY WILLIAM HARRIS.  JUST SW OF
 JU3246'THE DRAWBRIDGE OVER THE SALEM RIVER IN SALEM.  THE MARK IS 19.5
 JU3246'FEET NE OF THE BOAT RUNWAY.  20 FEET SE OF THE END OF THE WHARF
 JU3246'(GASOLINE PUMP HERE).  AND 10 FEET W OF THE W CORNER OF A SMALL
 JU3246'TIN SHACK.  THE MARK IS FLUSH.  IT IS 293 FEET SW OF THE BRIDGE.
 JU3246'
 JU3246'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JU3246'DISKS SET IN CONCRETE.
 JU3246'
 JU3246'REFERENCE MARK NO. 1 IS NE OF THE STATION.  13 FEET NE OF THE
 JU3246'CENTER LINE OF THE MACADAM STREET, (OLD BRIDGE APPROACH).  40
 JU3246'FEET SW OF THE BRIDGE.  AND 48 FEET SE OF THE EDGE OF THE
 JU3246'WATER.  AND PROJECTS 4 INCHES.
 JU3246'
 JU3246'REFERENCE MARK NO.2 IS S OF THE STATION.  30 FEET NNW OF A
 JU3246'RAILROAD SIDING.  36 FEET SSE OF A PRIVATE DRIVEWAY ALONG THE
 JU3246'WATERFRONT.  AND 50 FEET W OF THE ROAD LEADING TO THE WHARF.  AND
 JU3246'IS FLUSH.
 JU3246'
 JU3246'THE U.S.E. MARK IS A STANDARD WILMINGTON OFFICE BRASS DISK SET
 JU3246'IN THE SW END OF THE SECOND PIER FROM THE NW END OF THE BRIDGE
 JU3246'(AT THE NW END OF THE DRAW SPAN).  THE MARK IS 1 FOOT NE OF THE
 JU3246'SW POINT OF THE PIER.
 JU3246'
 JU3246'TO REACH FROM THE BUSINESS SECTION OF SALEM, FOLLOW THE
 JU3246'PENNSVILLE ROAD ABOUT 0.5 MILE TO THE BRIDGE.  THEN SW TO THE
 JU3246'WHARF AND THE STATION.
 JU3246
 JU3246                          STATION RECOVERY (1946)
 JU3246
 JU3246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3246'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE EXCEPT
 JU3246'FOR THE FOLLOWING CHANGES--
 JU3246'
 JU3246'TIN SHACK HAS BEEN REMOVED.
 JU3246'
 JU3246'REFERENCE MARK 1 SEARCHED FOR AND NOT FOUND.
 JU3246
 JU3246                          STATION RECOVERY (1965)
 JU3246
 JU3246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 JU3246'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT REFERENCE
 JU3246'MARK NO. 1 WERE FOUND TO BE IN GOOD CONDITION.  IT APPEARS THAT
 JU3246'REFERENCE MARK NO. 1 HAS BEEN DESTROYED OR COVERED BY A BLACKTOP
 JU3246'SURFACE.  THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT STATION IS
 JU3246'NOW LOCATED ON PROPERTY OF LONGS MARINA, THE SMALL TIN SHACK IS
 JU3246'GONE AND THE GAS PUMP HAS BEEN MOVED.  THE STATION IS 24 FEET
 JU3246'SOUTHWEST OF THE NORTHWEST CORNER OF WALL AROUND STORAGE TANKS
 JU3246'AND THE MARK IS NOW ABOUT 10 INCHES BELOW THE SURFACE.
 JU3246
 JU3246                          STATION RECOVERY (1975)
 JU3246
 JU3246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3246'STATION AND RM 2 RECOVERED AS DESCRIBED BY G.L.A., 1933 IN GOOD
 JU3246'CONDITION.  THE FOLLOWING CHANGES NOW APPLY.
 JU3246'
 JU3246'RM NO.1 IS BELIEVED TO BE LOST DUE TO RESURFACING OF ASPHALT
 JU3246'STREET.
 JU3246'
 JU3246'THE GASOLINE PUMP HAS BEEN REMOVED.
 JU3246'
 JU3246'THE SMALL TIN SHACK NO LONGER EXISTS.
 JU3246'
 JU3246'NEW DISTANCES WERE MEASURED--STATION IS 29 FEET SOUTHEAST FROM
 JU3246'NORTHWEST CORNER OF BULKHEAD.  10 FEET SOUTHEAST FROM SOUTHEAST
 JU3246'CORNER OF ABANDONED CONCRETE FOUNDATION.  19.5 FEET EAST OF
 JU3246'ABANDONED BOAT RAMP, 29 FEET SOUTHWEST OF NORTHWEST CORNER OF
 JU3246'BULKHEAD AND 24 FEET WEST OF CONCRETE WALL THAT SEPARATES
 JU3246'PROPERTY LINE.
 JU3246
 JU3246                          STATION RECOVERY (1984)
 JU3246
 JU3246'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU3246'NOT RECOVERED AFTER AN EXTENSIVE SEARCH.  A LOT OF FILL
 JU3246'HAS BEEN DUMPED IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3252 ***********************************************************************
 JU3252  DESIGNATION -  SALEM CHURCH SPIRE WITH CROSS
 JU3252  PID         -  JU3252
 JU3252  STATE/COUNTY-  NJ/SALEM
 JU3252  USGS QUAD   -  SALEM (1995)
 JU3252
 JU3252                         *CURRENT SURVEY CONTROL
 JU3252  ___________________________________________________________________
 JU3252* NAD 83(1996)-  39 34 28.56822(N)    075 27 56.10068(W)     ADJUSTED  
 JU3252* NAVD 88     -                                                        
 JU3252  ___________________________________________________________________
 JU3252  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 JU3252  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JU3252
 JU3252  HORZ ORDER  -  THIRD
 JU3252
 JU3252.The horizontal coordinates were established by classical geodetic methods
 JU3252.and adjusted by the National Geodetic Survey in September 1999..
 JU3252
 JU3252
 JU3252.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3252
 JU3252.The geoid height was determined by GEOID03.
 JU3252
 JU3252;                    North         East     Units Scale Factor Converg.
 JU3252;SPC NJ       -    82,732.345    67,043.266   MT  0.99998470   -0 36 54.7
 JU3252;SPC NJ       -   271,431.04    219,957.78   sFT  0.99998470   -0 36 54.7
 JU3252;SPC DE       -   174,799.138   195,797.017   MT  0.99999522   -0 01 52.2
 JU3252;SPC DE       -   573,486.84    642,377.38   sFT  0.99999522   -0 01 52.2
 JU3252;UTM  18      - 4,380,647.477   460,012.332   MT  0.99961969   -0 17 47.8
 JU3252
 JU3252                          SUPERSEDED SURVEY CONTROL
 JU3252
 JU3252  NAD 83(1991)-  39 34 28.56738(N)    075 27 56.10063(W) AD(       ) 4
 JU3252  NAD 83(1986)-  39 34 28.55991(N)    075 27 56.11101(W) AD(       ) 4
 JU3252  NAD 27      -  39 34 28.15500(N)    075 27 57.39600(W) AD(       ) 3
 JU3252
 JU3252.Superseded values are not recommended for survey control.
 JU3252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3252.See file dsdata.txt to determine how the superseded data were derived.
 JU3252
 JU3252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6001280647(NAD 83)
 JU3252_MARKER: 91 = CHURCH CROSS
 JU3252
 JU3252  HISTORY     - Date     Condition        Report By
 JU3252  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3252  HISTORY     - 1946     GOOD             CGS
 JU3252
 JU3252                          STATION DESCRIPTION
 JU3252
 JU3252'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3252'STATION NOT DESCRIBED.  IT WAS RECOVERED IN GOOD CONDITION
 JU3252'AND ACCORDING TO LOCAL INFORMATION IS IN ORIGINAL POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3779 ***********************************************************************
 JU3779  DESIGNATION -  SALEM COVE N BDRY REF MON 3
 JU3779  PID         -  JU3779
 JU3779  STATE/COUNTY-  NJ/SALEM
 JU3779  USGS QUAD   -  DELAWARE CITY (1993)
 JU3779
 JU3779                         *CURRENT SURVEY CONTROL
 JU3779  ___________________________________________________________________
 JU3779* NAD 83(1996)-  39 34 41.32140(N)    075 30 45.65885(W)     ADJUSTED  
 JU3779* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3779  ___________________________________________________________________
 JU3779  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 JU3779  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JU3779
 JU3779  HORZ ORDER  -  THIRD
 JU3779
 JU3779.The horizontal coordinates were established by classical geodetic methods
 JU3779.and adjusted by the National Geodetic Survey in September 1999..
 JU3779
 JU3779.The orthometric height was scaled from a topographic map.
 JU3779
 JU3779.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3779
 JU3779.The geoid height was determined by GEOID03.
 JU3779
 JU3779;                    North         East     Units Scale Factor Converg.
 JU3779;SPC NJ       -    83,170.144    63,001.131   MT  0.99999316   -0 38 42.9
 JU3779;SPC NJ       -   272,867.38    206,696.21   sFT  0.99999316   -0 38 42.9
 JU3779;SPC DE       -   175,195.714   191,750.602   MT  0.99999584   -0 03 40.2
 JU3779;SPC DE       -   574,787.94    629,101.77   sFT  0.99999584   -0 03 40.2
 JU3779;UTM  18      - 4,381,062.641   455,969.310   MT  0.99962387   -0 19 35.9
 JU3779
 JU3779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3779!SPC NJ       -   1.00000513  x   0.99999316  =   0.99999829
 JU3779!SPC DE       -   1.00000513  x   0.99999584  =   1.00000097
 JU3779!UTM  18      -   1.00000513  x   0.99962387  =   0.99962900
 JU3779
 JU3779|---------------------------------------------------------------------|
 JU3779| PID    Reference Object                     Distance      Geod. Az  |
 JU3779|                                                           dddmmss.s |
 JU3779| JU3778 SALEM RIVER REAR RANGE LIGHT          4.145 METERS 24227     |
 JU3779| JU3771 DUPONT                              APPROX. 6.0 KM 2630154.6 |
 JU3779|---------------------------------------------------------------------|
 JU3779
 JU3779                          SUPERSEDED SURVEY CONTROL
 JU3779
 JU3779  NAD 83(1991)-  39 34 41.32131(N)    075 30 45.65864(W) AD(       ) 3
 JU3779  NAD 83(1986)-  39 34 41.31584(N)    075 30 45.66486(W) AD(       ) 3
 JU3779  NAD 27      -  39 34 40.91500(N)    075 30 46.94200(W) AD(       ) 3
 JU3779
 JU3779.Superseded values are not recommended for survey control.
 JU3779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3779.See file dsdata.txt to determine how the superseded data were derived.
 JU3779
 JU3779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5596981063(NAD 83)
 JU3779_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JU3779_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JU3779_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3779
 JU3779  HISTORY     - Date     Condition        Report By
 JU3779  HISTORY     - 1934     MONUMENTED       CGS
 JU3779  HISTORY     - 1940     GOOD             CGS
 JU3779  HISTORY     - 1946     GOOD             CGS
 JU3779  HISTORY     - 1977     MARK NOT FOUND   NGS
 JU3779  HISTORY     - 1984     MARK NOT FOUND   NOS
 JU3779
 JU3779                          STATION DESCRIPTION
 JU3779
 JU3779'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JHB)
 JU3779'THE STATION IS ABOUT 1 MILE W OF SALEM, NEW JERSEY, ON THE N SIDE
 JU3779'OF SALEM COVE, ON THE SHORE OF THE RIVER ABOUT 15 FEET FROM THE
 JU3779'HIGH WATER LINE AND ABOUT 12 FEET SE OF THE SALEM COVE REAR RANGE
 JU3779'LIGHT.
 JU3779'
 JU3779'THE STATION IS MARKED WITH A DELAWARE - NEW JERSEY BOUNDARY
 JU3779'REFERENCE MARK SET IN THE TOP OF A CONCRETE POST EXTENDING ABOUT
 JU3779'3-1/2 FEET ABOVE THE GROUND AND WHICH IS 10 INCHES SQUARE AT THE
 JU3779'TOP.
 JU3779
 JU3779                          STATION RECOVERY (1940)
 JU3779
 JU3779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (FAR)
 JU3779'STATION RECOVERED IN GOOD CONDITION.
 JU3779'
 JU3779'STATION IS ABOUT 2 MILES W OF SALEM, NEW JERSEY ON THE N SIDE
 JU3779'OF SALEM COVE, ON THE SHORE OF THE RIVER ABOUT 15 FEET FROM THE
 JU3779'HIGH-WATER LINE AND 12 FEET NE (NOT SE AS STATED IN THE
 JU3779'DESCRIPTION) OF THE SALEM COVE REAR RANGE LIGHT.
 JU3779'
 JU3779'THE STATION IS A DELAWARE-NEW JERSEY BOUNDARY REFERENCE MARK SET
 JU3779'IN THE TOP OF A CONCRETE POST EXTENDING ABOUT 3-1/2 FEET ABOVE
 JU3779'THE GROUND AND IS 10 INCHES SQUARE ON TOP.
 JU3779
 JU3779                          STATION RECOVERY (1946)
 JU3779
 JU3779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3779'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 JU3779'ADEQUATE EXCEPT--
 JU3779'
 JU3779'STATION IS ABOUT 2 MILES W OF SALEM, AND NOT 1 MILE AS MENTIONED
 JU3779'IN THE DESCRIPTION.
 JU3779
 JU3779                          STATION RECOVERY (1977)
 JU3779
 JU3779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 JU3779'DESTROYED.
 JU3779
 JU3779                          STATION RECOVERY (1984)
 JU3779
 JU3779'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU3779'THE STATION WAS NOT RECOVERED AFTER AN EXTENSIVE SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3253 ***********************************************************************
 JU3253  DESIGNATION -  SALEM FIRST PRESB CH SPIRE
 JU3253  PID         -  JU3253
 JU3253  STATE/COUNTY-  NJ/SALEM
 JU3253  USGS QUAD   -  SALEM (1995)
 JU3253
 JU3253                         *CURRENT SURVEY CONTROL
 JU3253  ___________________________________________________________________
 JU3253* NAD 83(1996)-  39 34 24.04309(N)    075 27 58.27474(W)     ADJUSTED  
 JU3253* NAVD 88     -                                                        
 JU3253  ___________________________________________________________________
 JU3253  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 JU3253  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JU3253
 JU3253  HORZ ORDER  -  THIRD
 JU3253
 JU3253.The horizontal coordinates were established by classical geodetic methods
 JU3253.and adjusted by the National Geodetic Survey in September 1999..
 JU3253
 JU3253
 JU3253.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3253
 JU3253.The geoid height was determined by GEOID03.
 JU3253
 JU3253;                    North         East     Units Scale Factor Converg.
 JU3253;SPC NJ       -    82,593.354    66,989.882   MT  0.99998481   -0 36 56.0
 JU3253;SPC NJ       -   270,975.03    219,782.64   sFT  0.99998481   -0 36 56.0
 JU3253;SPC DE       -   174,659.609   195,745.052   MT  0.99999522   -0 01 53.6
 JU3253;SPC DE       -   573,029.07    642,206.89   sFT  0.99999522   -0 01 53.6
 JU3253;UTM  18      - 4,380,508.243   459,959.741   MT  0.99961974   -0 17 49.2
 JU3253
 JU3253                          SUPERSEDED SURVEY CONTROL
 JU3253
 JU3253  NAD 83(1991)-  39 34 24.04144(N)    075 27 58.27403(W) AD(       ) 4
 JU3253  NAD 83(1986)-  39 34 24.03409(N)    075 27 58.28479(W) AD(       ) 4
 JU3253  NAD 27      -  39 34 23.62800(N)    075 27 59.58100(W) AD(       ) 3
 JU3253
 JU3253.Superseded values are not recommended for survey control.
 JU3253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3253.See file dsdata.txt to determine how the superseded data were derived.
 JU3253
 JU3253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5996080508(NAD 83)
 JU3253_MARKER: 90 = CHURCH SPIRE
 JU3253
 JU3253  HISTORY     - Date     Condition        Report By
 JU3253  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3253  HISTORY     - 1975     GOOD             NGS
 JU3253  HISTORY     - 19961228 GOOD             USPSQD
 JU3253  HISTORY     - 20060914 GOOD             GEOCAC
 JU3253
 JU3253                          STATION DESCRIPTION
 JU3253
 JU3253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3253'THE STATION IS THE TOP OF THE CROSS, THE SPIRE IS ABOUT 184 FEET
 JU3253'HIGH, THE SPIRE AND CHURCH ARE PAINTED WHITE AT THIS TIME.  THE
 JU3253'CHURCH IS NOW THE FIRST PRESBYTERIAN CHURCH OF SALEM.  THE SPIRE
 JU3253'IS VERY SHARP POINTED AND ABOUT 50 FEET ABOVE THE BUILDING.  TO
 JU3253'REACH FROM THE CENTER OF SALEM, TAKE HWY. 45 NORTH FOR 0.1 MILE
 JU3253'AND STATION ON RIGHT.  THE SPIRE WAS USED IN A 3-POINT FIX TO
 JU3253'VERIFY ITS ORIGINAL POSITION.
 JU3253
 JU3253                          STATION RECOVERY (1996)
 JU3253
 JU3253'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU3253'RECOVERED IN GOOD CONDITION.
 JU3253
 JU3253                          STATION RECOVERY (2006)
 JU3253
 JU3253'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JU3253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3250 ***********************************************************************
 JU3250  DESIGNATION -  SALEM GAYNER GLASS CO TANK
 JU3250  PID         -  JU3250
 JU3250  STATE/COUNTY-  NJ/SALEM
 JU3250  USGS QUAD   -  SALEM (1995)
 JU3250
 JU3250                         *CURRENT SURVEY CONTROL
 JU3250  ___________________________________________________________________
 JU3250* NAD 83(1996)-  39 34 29.67508(N)    075 28 39.75284(W)     ADJUSTED  
 JU3250* NAVD 88     -                                                        
 JU3250  ___________________________________________________________________
 JU3250  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 JU3250  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU3250
 JU3250  HORZ ORDER  -  THIRD
 JU3250
 JU3250.The horizontal coordinates were established by classical geodetic methods
 JU3250.and adjusted by the National Geodetic Survey in September 1999..
 JU3250
 JU3250
 JU3250.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3250
 JU3250.The geoid height was determined by GEOID03.
 JU3250
 JU3250;                    North         East     Units Scale Factor Converg.
 JU3250;SPC NJ       -    82,777.735    66,001.864   MT  0.99998684   -0 37 22.5
 JU3250;SPC NJ       -   271,579.95    216,541.12   sFT  0.99998684   -0 37 22.5
 JU3250;SPC DE       -   174,833.911   194,755.196   MT  0.99999534   -0 02 20.0
 JU3250;SPC DE       -   573,600.92    638,959.34   sFT  0.99999534   -0 02 20.0
 JU3250;UTM  18      - 4,380,687.062   458,971.075   MT  0.99962072   -0 18 15.6
 JU3250
 JU3250                          SUPERSEDED SURVEY CONTROL
 JU3250
 JU3250  NAD 83(1991)-  39 34 29.67328(N)    075 28 39.75216(W) AD(       ) 4
 JU3250  NAD 83(1986)-  39 34 29.66607(N)    075 28 39.76260(W) AD(       ) 4
 JU3250  NAD 27      -  39 34 29.26300(N)    075 28 41.05400(W) AD(       ) 3
 JU3250
 JU3250.Superseded values are not recommended for survey control.
 JU3250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3250.See file dsdata.txt to determine how the superseded data were derived.
 JU3250
 JU3250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5897180687(NAD 83)
 JU3250_MARKER: 51 = TANK
 JU3250
 JU3250  HISTORY     - Date     Condition        Report By
 JU3250  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3250  HISTORY     - 1946     GOOD             CGS
 JU3250
 JU3250                          STATION DESCRIPTION
 JU3250
 JU3250'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3250'STATION NOT DESCRIBED.  IT WAS RECOVERED IN GOOD CONDITION
 JU3250'AND ACCORDING TO LOCAL INFORMATION IS IN ORIGINAL POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3251 ***********************************************************************
 JU3251  DESIGNATION -  SALEM GAYNER GLASS CO STACK
 JU3251  PID         -  JU3251
 JU3251  STATE/COUNTY-  NJ/SALEM
 JU3251  USGS QUAD   -  SALEM (1995)
 JU3251
 JU3251                         *CURRENT SURVEY CONTROL
 JU3251  ___________________________________________________________________
 JU3251* NAD 83(1996)-  39 34 30.79679(N)    075 28 38.81183(W)     ADJUSTED  
 JU3251* NAVD 88     -                                                        
 JU3251  ___________________________________________________________________
 JU3251  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 JU3251  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU3251
 JU3251  HORZ ORDER  -  THIRD
 JU3251
 JU3251.The horizontal coordinates were established by classical geodetic methods
 JU3251.and adjusted by the National Geodetic Survey in September 1999..
 JU3251
 JU3251
 JU3251.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3251
 JU3251.The geoid height was determined by GEOID03.
 JU3251
 JU3251;                    North         East     Units Scale Factor Converg.
 JU3251;SPC NJ       -    82,812.083    66,024.698   MT  0.99998679   -0 37 21.9
 JU3251;SPC NJ       -   271,692.64    216,616.03   sFT  0.99998679   -0 37 21.9
 JU3251;SPC DE       -   174,868.490   194,777.679   MT  0.99999534   -0 02 19.4
 JU3251;SPC DE       -   573,714.37    639,033.10   sFT  0.99999534   -0 02 19.4
 JU3251;UTM  18      - 4,380,721.523   458,993.709   MT  0.99962070   -0 18 15.1
 JU3251
 JU3251                          SUPERSEDED SURVEY CONTROL
 JU3251
 JU3251  NAD 83(1991)-  39 34 30.79475(N)    075 28 38.81130(W) AD(       ) 4
 JU3251  NAD 83(1986)-  39 34 30.78757(N)    075 28 38.82167(W) AD(       ) 4
 JU3251  NAD 27      -  39 34 30.38300(N)    075 28 40.10600(W) AD(       ) 3
 JU3251
 JU3251.Superseded values are not recommended for survey control.
 JU3251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3251.See file dsdata.txt to determine how the superseded data were derived.
 JU3251
 JU3251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5899480722(NAD 83)
 JU3251_MARKER: 63 = STACK
 JU3251
 JU3251  HISTORY     - Date     Condition        Report By
 JU3251  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3251
 JU3251                          STATION DESCRIPTION
 JU3251
 JU3251'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3248 ***********************************************************************
 JU3248  DESIGNATION -  SALEM MANNINGTON MILLS TANK
 JU3248  PID         -  JU3248
 JU3248  STATE/COUNTY-  NJ/SALEM
 JU3248  USGS QUAD   -  SALEM (1995)
 JU3248
 JU3248                         *CURRENT SURVEY CONTROL
 JU3248  ___________________________________________________________________
 JU3248* NAD 83(1996)-  39 34 52.59426(N)    075 27 20.26400(W)     ADJUSTED  
 JU3248* NAVD 88     -                                                        
 JU3248  ___________________________________________________________________
 JU3248  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 JU3248  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU3248
 JU3248  HORZ ORDER  -  THIRD
 JU3248
 JU3248.The horizontal coordinates were established by classical geodetic methods
 JU3248.and adjusted by the National Geodetic Survey in September 1999..
 JU3248
 JU3248
 JU3248.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3248
 JU3248.The geoid height was determined by GEOID03.
 JU3248
 JU3248;                    North         East     Units Scale Factor Converg.
 JU3248;SPC NJ       -    83,464.135    67,906.393   MT  0.99998295   -0 36 32.2
 JU3248;SPC NJ       -   273,831.92    222,789.56   sFT  0.99998295   -0 36 32.2
 JU3248;SPC DE       -   175,539.697   196,652.649   MT  0.99999514   -0 01 29.4
 JU3248;SPC DE       -   575,916.49    645,184.57   sFT  0.99999514   -0 01 29.4
 JU3248;UTM  18      - 4,381,383.786   460,871.064   MT  0.99961885   -0 17 25.1
 JU3248
 JU3248                          SUPERSEDED SURVEY CONTROL
 JU3248
 JU3248  NAD 83(1991)-  39 34 52.59225(N)    075 27 20.26347(W) AD(       ) 4
 JU3248  NAD 83(1986)-  39 34 52.58486(N)    075 27 20.27389(W) AD(       ) 4
 JU3248  NAD 27      -  39 34 52.18300(N)    075 27 21.56600(W) AD(       ) 3
 JU3248
 JU3248.Superseded values are not recommended for survey control.
 JU3248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3248.See file dsdata.txt to determine how the superseded data were derived.
 JU3248
 JU3248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6087181384(NAD 83)
 JU3248_MARKER: 53 = ELEVATED TANK
 JU3248
 JU3248  HISTORY     - Date     Condition        Report By
 JU3248  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3248  HISTORY     - 1975     GOOD             NGS
 JU3248
 JU3248                          STATION DESCRIPTION
 JU3248
 JU3248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3248'THE STATION IS THE TOP OF A FOUR LEGGED STEEL WATER TANK
 JU3248'PAINTED OFF-WHITE, THE TANK HAS OBSTRUCTION LIGHTS ON TOP.
 JU3248'
 JU3248'TO REACH FROM THE CENTER OF SALEM, GO NORTH ON HWY. 45, 0.6 MILE
 JU3248'TO MANNINGTON MILLS ROAD, TURN RIGHT AND GO 0.5 MILE TO MAIN
 JU3248'GATE AND STATION ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3254 ***********************************************************************
 JU3254  DESIGNATION -  SALEM MUNICIPAL STANDPIPE
 JU3254  PID         -  JU3254
 JU3254  STATE/COUNTY-  NJ/SALEM
 JU3254  USGS QUAD   -  SALEM (1995)
 JU3254
 JU3254                         *CURRENT SURVEY CONTROL
 JU3254  ___________________________________________________________________
 JU3254* NAD 83(1996)-  39 34 20.82617(N)    075 27 57.94632(W)     ADJUSTED  
 JU3254* NAVD 88     -                                                        
 JU3254  ___________________________________________________________________
 JU3254  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 JU3254  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JU3254
 JU3254  HORZ ORDER  -  THIRD
 JU3254
 JU3254.The horizontal coordinates were established by classical geodetic methods
 JU3254.and adjusted by the National Geodetic Survey in September 1999..
 JU3254
 JU3254
 JU3254.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3254
 JU3254.The geoid height was determined by GEOID03.
 JU3254
 JU3254;                    North         East     Units Scale Factor Converg.
 JU3254;SPC NJ       -    82,494.066    66,996.654   MT  0.99998480   -0 36 55.8
 JU3254;SPC NJ       -   270,649.28    219,804.86   sFT  0.99998480   -0 36 55.8
 JU3254;SPC DE       -   174,560.393   195,752.836   MT  0.99999522   -0 01 53.4
 JU3254;SPC DE       -   572,703.56    642,232.43   sFT  0.99999522   -0 01 53.4
 JU3254;UTM  18      - 4,380,409.029   459,967.063   MT  0.99961973   -0 17 49.0
 JU3254
 JU3254                          SUPERSEDED SURVEY CONTROL
 JU3254
 JU3254  NAD 83(1991)-  39 34 20.82445(N)    075 27 57.94573(W) AD(       ) 4
 JU3254  NAD 83(1986)-  39 34 20.81718(N)    075 27 57.95628(W) AD(       ) 4
 JU3254  NAD 27      -  39 34 20.40900(N)    075 27 59.25200(W) AD(       ) 3
 JU3254
 JU3254.Superseded values are not recommended for survey control.
 JU3254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3254.See file dsdata.txt to determine how the superseded data were derived.
 JU3254
 JU3254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5996780409(NAD 83)
 JU3254_MARKER: 52 = STANDPIPE TANK
 JU3254
 JU3254  HISTORY     - Date     Condition        Report By
 JU3254  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3254  HISTORY     - 1975     GOOD             NGS
 JU3254  HISTORY     - 19961228 GOOD             USPSQD
 JU3254
 JU3254                          STATION DESCRIPTION
 JU3254
 JU3254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3254'THE STATION IS LOCATED BEHIND THE JAIL IN SALEM, N. J.  IT IS
 JU3254'100 FEET TALL AND ABOUT 25 FEET IN DIAMETER AND IS NOW PAINTED
 JU3254'BLUE.  TO REACH FROM THE JUNCTION OF HWY. 45 AND 49 IN THE CENTER
 JU3254'OF SALEM, GO NORTH ON HWY. 45 0.05 MILE TO STATION ON THE RIGHT.
 JU3254
 JU3254                          STATION RECOVERY (1996)
 JU3254
 JU3254'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU3254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2572 ***********************************************************************
 JU2572  DESIGNATION -  SALEM MUNICIPAL TANK NEW
 JU2572  PID         -  JU2572
 JU2572  STATE/COUNTY-  NJ/SALEM
 JU2572  USGS QUAD   -  SALEM (1995)
 JU2572
 JU2572                         *CURRENT SURVEY CONTROL
 JU2572  ___________________________________________________________________
 JU2572* NAD 83(1996)-  39 34 28.38529(N)    075 28 22.78228(W)     ADJUSTED  
 JU2572* NAVD 88     -                                                        
 JU2572  ___________________________________________________________________
 JU2572  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 JU2572  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JU2572
 JU2572  HORZ ORDER  -  THIRD
 JU2572
 JU2572.The horizontal coordinates were established by classical geodetic methods
 JU2572.and adjusted by the National Geodetic Survey in September 1999..
 JU2572
 JU2572
 JU2572.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2572
 JU2572.The geoid height was determined by GEOID03.
 JU2572
 JU2572;                    North         East     Units Scale Factor Converg.
 JU2572;SPC NJ       -    82,733.567    66,406.440   MT  0.99998601   -0 37 11.7
 JU2572;SPC NJ       -   271,435.04    217,868.46   sFT  0.99998601   -0 37 11.7
 JU2572;SPC DE       -   174,793.869   195,160.205   MT  0.99999529   -0 02 09.2
 JU2572;SPC DE       -   573,469.55    640,288.11   sFT  0.99999529   -0 02 09.2
 JU2572;UTM  18      - 4,380,645.159   459,375.742   MT  0.99962032   -0 18 04.8
 JU2572
 JU2572                          SUPERSEDED SURVEY CONTROL
 JU2572
 JU2572  NAD 83(1991)-  39 34 28.38356(N)    075 28 22.78416(W) AD(       ) 4
 JU2572  NAD 83(1986)-  39 34 28.37571(N)    075 28 22.79354(W) AD(       ) 4
 JU2572
 JU2572.Superseded values are not recommended for survey control.
 JU2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2572.See file dsdata.txt to determine how the superseded data were derived.
 JU2572
 JU2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5937680645(NAD 83)
 JU2572_MARKER: 51 = TANK
 JU2572_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2572
 JU2572  HISTORY     - Date     Condition        Report By
 JU2572  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU2572  HISTORY     - 19961228 GOOD             USPSQD
 JU2572  HISTORY     - 20060914 GOOD             GEOCAC
 JU2572
 JU2572                          STATION DESCRIPTION
 JU2572
 JU2572'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2572'THE STATION, SALEM MUNICIPAL TANK NEW, IS THE CENTER
 JU2572'OF THE MUNICIPAL TANK IN TOWN.
 JU2572'
 JU2572'THE STATION IS LOCATED IN THE VILLAGE OF SALEM ON THE WEST SIDE OF
 JU2572'TOWN.
 JU2572'
 JU2572'TO REACH THE STATION FROM THE JUNCTION OF TILBURY ROAD AND DE 45
 JU2572'IN SALEM, GO WEST ON TILBURY ROAD 0.8 KM (0.5 MILE) TO THE
 JU2572'STATION ON THE RIGHT.
 JU2572
 JU2572                          STATION RECOVERY (1996)
 JU2572
 JU2572'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2572'RECOVERED IN GOOD CONDITION.
 JU2572
 JU2572                          STATION RECOVERY (2006)
 JU2572
 JU2572'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JU2572'TANK IS A 10-LEGGED STRUCTURE AND IS PAINTED LIGHT BLUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3247 ***********************************************************************
 JU3247  DESIGNATION -  SALEM USE 1933
 JU3247  PID         -  JU3247
 JU3247  STATE/COUNTY-  NJ/SALEM
 JU3247  USGS QUAD   -  SALEM (1995)
 JU3247
 JU3247                         *CURRENT SURVEY CONTROL
 JU3247  ___________________________________________________________________
 JU3247* NAD 83(1996)-  39 34 40.39747(N)    075 28 36.20969(W)     ADJUSTED  
 JU3247* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3247  ___________________________________________________________________
 JU3247  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 JU3247  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JU3247
 JU3247  HORZ ORDER  -  SECOND
 JU3247
 JU3247.The horizontal coordinates were established by classical geodetic methods
 JU3247.and adjusted by the National Geodetic Survey in September 1999..
 JU3247
 JU3247.The orthometric height was scaled from a topographic map.
 JU3247
 JU3247.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3247
 JU3247.The geoid height was determined by GEOID03.
 JU3247
 JU3247;                    North         East     Units Scale Factor Converg.
 JU3247;SPC NJ       -    83,107.478    66,090.014   MT  0.99998666   -0 37 20.4
 JU3247;SPC NJ       -   272,661.78    216,830.32   sFT  0.99998666   -0 37 20.4
 JU3247;SPC DE       -   175,164.539   194,839.981   MT  0.99999533   -0 02 17.8
 JU3247;SPC DE       -   574,685.66    639,237.50   sFT  0.99999533   -0 02 17.8
 JU3247;UTM  18      - 4,381,017.169   459,057.358   MT  0.99962064   -0 18 13.5
 JU3247
 JU3247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3247!SPC NJ       -   1.00000514  x   0.99998666  =   0.99999180
 JU3247!SPC DE       -   1.00000514  x   0.99999533  =   1.00000047
 JU3247!UTM  18      -   1.00000514  x   0.99962064  =   0.99962577
 JU3247
 JU3247                          SUPERSEDED SURVEY CONTROL
 JU3247
 JU3247  NAD 83(1991)-  39 34 40.39599(N)    075 28 36.20874(W) AD(       ) 2
 JU3247  NAD 83(1986)-  39 34 40.38853(N)    075 28 36.21918(W) AD(       ) 2
 JU3247  NAD 27      -  39 34 39.98500(N)    075 28 37.50300(W) AD(       ) 2
 JU3247
 JU3247.Superseded values are not recommended for survey control.
 JU3247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3247.See file dsdata.txt to determine how the superseded data were derived.
 JU3247
 JU3247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5905781017(NAD 83)
 JU3247_MARKER: DD = SURVEY DISK
 JU3247_SETTING: 0 = UNSPECIFIED SETTING
 JU3247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3247
 JU3247  HISTORY     - Date     Condition        Report By
 JU3247  HISTORY     - 1933     MONUMENTED       USE
 JU3247  HISTORY     - 1975     GOOD             NGS
 JU3247  HISTORY     - 19960802 GOOD             USPSQD
 JU3247
 JU3247                          STATION DESCRIPTION
 JU3247
 JU3247'DESCRIBED BY US ENGINEERS 1933 (GLA)
 JU3247'THIS STATION IS A U.S. ENGINEERS MARK SET IN THE SW END OF THE
 JU3247'SECOND PIER FROM THE NW END OF THE SALEM RIVER BRIDGE IN
 JU3247'SALEM.  THE MARK IS A STANDARD WILMINGTON OFFICE BRASS DISK.  IT
 JU3247'IS 1-FOOT NE OF THE SW POINT OF THE PIER WHICH IS AT THE NW END
 JU3247'OF THE DRAW SPAN.  THIS STATION WAS OCCUPIED ONLY TO TIE IT TO
 JU3247'SALEM AND CAN NEVER BE OCCUPIED AS A TRUE STATION.
 JU3247'
 JU3247'TO REACH FROM THE BUSINESS SECTION OF SALEM TAKE THE PENNSVILLE
 JU3247'ROAD ABOUT 0.5 MILE TO THE BRIDGE AND THE STATION.
 JU3247
 JU3247                          STATION RECOVERY (1975)
 JU3247
 JU3247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3247'THIS STATION IS A U.S. ENGINEERS MARK SET IN THE SW END OF THE
 JU3247'SECOND PIER FROM THE NW END OF THE SALEM RIVER BRIDGE IN
 JU3247'SALEM.  THE MARK IS A STANDARD WILMINGTON OFFICE BRASS DISK.  IT
 JU3247'IS 1 FOOT NE OF THE SW POINT OF THE PIER WHICH IS AT THE NW END
 JU3247'OF THE DRAW SPAN.  THIS STATION WAS OCCUPIED ONLY TO TIE IT TO
 JU3247'SALEM, 1933 AND CAN NEVER BE OCCUPIED AS A TRUE STATION.
 JU3247'
 JU3247'TO REACH FROM THE BUSINESS SECTION OF SALEM, TAKE THE PENNSVILLE
 JU3247'ROAD ABOUT 0.5 MILE TO THE BRIDGE AND THE STATION.
 JU3247
 JU3247                          STATION RECOVERY (1996)
 JU3247
 JU3247'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU3247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5467 ***********************************************************************
 KV5467  DESIGNATION -  SALPA RED STACK
 KV5467  PID         -  KV5467
 KV5467  STATE/COUNTY-  NJ/MIDDLESEX
 KV5467  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5467
 KV5467                         *CURRENT SURVEY CONTROL
 KV5467  ___________________________________________________________________
 KV5467* NAD 83(1996)-  40 24 06.81070(N)    074 22 34.25234(W)     ADJUSTED  
 KV5467* NAVD 88     -                                                        
 KV5467  ___________________________________________________________________
 KV5467  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 KV5467  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KV5467
 KV5467  HORZ ORDER  -  THIRD
 KV5467
 KV5467.The horizontal coordinates were established by classical geodetic methods
 KV5467.and adjusted by the National Geodetic Survey in September 1999..
 KV5467
 KV5467
 KV5467.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5467
 KV5467.The geoid height was determined by GEOID03.
 KV5467
 KV5467;                    North         East     Units Scale Factor Converg.
 KV5467;SPC NJ       -   174,142.775   160,510.067   MT  0.99990136   +0 04 48.9
 KV5467;SPC NJ       -   571,333.42    526,606.78   sFT  0.99990136   +0 04 48.9
 KV5467;UTM  18      - 4,472,551.619   552,935.667   MT  0.99963449   +0 24 15.6
 KV5467
 KV5467                          SUPERSEDED SURVEY CONTROL
 KV5467
 KV5467  NAD 83(1986)-  40 24 06.80923(N)    074 22 34.25394(W) AD(       ) 4
 KV5467  NAD 27      -  40 24 06.44600(N)    074 22 35.70200(W) AD(       ) 3
 KV5467
 KV5467.Superseded values are not recommended for survey control.
 KV5467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5467.See file dsdata.txt to determine how the superseded data were derived.
 KV5467
 KV5467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5293672552(NAD 83)
 KV5467_MARKER: 63 = STACK
 KV5467
 KV5467  HISTORY     - Date     Condition        Report By
 KV5467  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5467
 KV5467                          STATION DESCRIPTION
 KV5467
 KV5467'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2814 ***********************************************************************
 JU2814  DESIGNATION -  SALT
 JU2814  PID         -  JU2814
 JU2814  STATE/COUNTY-  NJ/ATLANTIC
 JU2814  USGS QUAD   -  OCEANVILLE (1989)
 JU2814
 JU2814                         *CURRENT SURVEY CONTROL
 JU2814  ___________________________________________________________________
 JU2814* NAD 83(1996)-  39 23 57.66183(N)    074 25 16.05181(W)     ADJUSTED  
 JU2814* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2814  ___________________________________________________________________
 JU2814  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 JU2814  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 JU2814
 JU2814  HORZ ORDER  -  THIRD
 JU2814
 JU2814.The horizontal coordinates were established by classical geodetic methods
 JU2814.and adjusted by the National Geodetic Survey in September 1999..
 JU2814
 JU2814.The orthometric height was scaled from a topographic map.
 JU2814
 JU2814.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2814
 JU2814.The geoid height was determined by GEOID03.
 JU2814
 JU2814;                    North         East     Units Scale Factor Converg.
 JU2814;SPC NJ       -    62,834.611   156,793.361   MT  0.99990057   +0 03 00.2
 JU2814;SPC NJ       -   206,149.89    514,412.89   sFT  0.99990057   +0 03 00.2
 JU2814;UTM  18      - 4,361,254.279   549,842.932   MT  0.99963059   +0 22 02.8
 JU2814
 JU2814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2814!SPC NJ       -   1.00000527  x   0.99990057  =   0.99990584
 JU2814!UTM  18      -   1.00000527  x   0.99963059  =   0.99963586
 JU2814
 JU2814|---------------------------------------------------------------------|
 JU2814| PID    Reference Object                     Distance      Geod. Az  |
 JU2814|                                                           dddmmss.s |
 JU2814| CB2957 SALT RM 1                            27.971 METERS 17122     |
 JU2814| CB2958 SALT RM 2                            26.636 METERS 32011     |
 JU2814| JU2811 PASS                                APPROX. 1.6 KM 3382020.7 |
 JU2814|---------------------------------------------------------------------|
 JU2814
 JU2814                          SUPERSEDED SURVEY CONTROL
 JU2814
 JU2814  NAD 83(1986)-  39 23 57.65111(N)    074 25 16.04303(W) AD(       ) 3
 JU2814  NAD 27      -  39 23 57.22700(N)    074 25 17.51200(W) AD(       ) 3
 JU2814
 JU2814.Superseded values are not recommended for survey control.
 JU2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2814.See file dsdata.txt to determine how the superseded data were derived.
 JU2814
 JU2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4984361254(NAD 83)
 JU2814_MARKER: DS = TRIANGULATION STATION DISK
 JU2814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2814
 JU2814  HISTORY     - Date     Condition        Report By
 JU2814  HISTORY     - 1935     MONUMENTED       CGS
 JU2814  HISTORY     - 1950     GOOD             CGS
 JU2814
 JU2814                          STATION DESCRIPTION
 JU2814
 JU2814'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2814'STATION IS STANDARD TRIANGULATION DISK SET IN CONCRETE MONUMENT
 JU2814'WHICH STANDS 8 INCHES ABOVE THE GROUND.  IS LOCATED ON A MARSH
 JU2814'ISLAND SITUATED ON S SIDE OF MAIN CHANNEL APPROXIMATELY 500
 JU2814'METERS E OF INLAND WATERWAY.  IS 32.7 METERS FROM HIGH WATER
 JU2814'LINE.  DISKS WERE STAMPED SALT C. AND N. 1935 AND REFERENCE MARKS
 JU2814'STAMPED NO. 1 AND NO. 2 RESPECTIVELY.
 JU2814'
 JU2814'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2814'CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2814'
 JU2814'REFERENCE MARK NO. 1 IS ON RANGE WITH ABSECON
 JU2814'LIGHTHOUSE.  REFERENCE MARK NO. 2 IS ON RANGE WITH SEAVIEW
 JU2814'COUNTRY CLUB TANK.
 JU2814'
 JU2814'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS.
 JU2814
 JU2814                          STATION RECOVERY (1950)
 JU2814
 JU2814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2814'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 JU2814'CONDITION.  THE DISTANCE BETWEEN THE STATION AND REFERENCE MARKS
 JU2814'WAS MEASURED WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE
 JU2814'ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.  A 4- BY 4-INCH
 JU2814'WHITE POST WAS SET 1.26 METERS N OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0232 ***********************************************************************
 KV0232  DESIGNATION -  SAM
 KV0232  PID         -  KV0232
 KV0232  STATE/COUNTY-  NJ/UNION
 KV0232  USGS QUAD   -  ELIZABETH (1995)
 KV0232
 KV0232                         *CURRENT SURVEY CONTROL
 KV0232  ___________________________________________________________________
 KV0232* NAD 83(1986)-  40 38 42.     (N)    074 11 23.     (W)     SCALED    
 KV0232* NAVD 88     -         4.746  (meters)      15.57   (feet)  ADJUSTED  
 KV0232  ___________________________________________________________________
 KV0232  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV0232  DYNAMIC HT  -           4.744 (meters)      15.56  (feet)  COMP
 KV0232  MODELED GRAV-     980,222.6   (mgal)                       NAVD 88
 KV0232
 KV0232  VERT ORDER  -  FIRST     CLASS II
 KV0232
 KV0232.The horizontal coordinates were scaled from a topographic map and have
 KV0232.an estimated accuracy of +/- 6 seconds.
 KV0232
 KV0232.The orthometric height was determined by differential leveling
 KV0232.and adjusted by the National Geodetic Survey in June 1991..
 KV0232.WARNING-Repeat measurements at this control monument indicate possible
 KV0232.vertical movement.
 KV0232
 KV0232.The geoid height was determined by GEOID03.
 KV0232
 KV0232.The dynamic height is computed by dividing the NAVD 88
 KV0232.geopotential number by the normal gravity value computed on the
 KV0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0232.degrees latitude (g = 980.6199 gals.).
 KV0232
 KV0232.The modeled gravity was interpolated from observed gravity values.
 KV0232
 KV0232;                    North         East    Units  Estimated Accuracy
 KV0232;SPC NJ       -   201,180.      176,240.      MT  (+/- 180 meters Scaled)
 KV0232
 KV0232                          SUPERSEDED SURVEY CONTROL
 KV0232
 KV0232  NGVD 29 (04/16/92)    5.078  (m)           16.66   (f) ADJUSTED    1 2
 KV0232
 KV0232.Superseded values are not recommended for survey control.
 KV0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0232.See file dsdata.txt to determine how the superseded data were derived.
 KV0232
 KV0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK685996(NAD 83)
 KV0232_MARKER: DB = BENCH MARK DISK
 KV0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0232_SP_SET: CONC WALL
 KV0232_STAMPING: SAM 1933 16.699
 KV0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0232
 KV0232  HISTORY     - Date     Condition        Report By
 KV0232  HISTORY     - 1933     MONUMENTED       CGS
 KV0232  HISTORY     - 1952     GOOD             CGS
 KV0232
 KV0232                          STATION DESCRIPTION
 KV0232
 KV0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0232'AT ELIZABETHPORT.
 KV0232'AT ELIZABETHPORT, ABOUT 0.9 MILE NORTHEAST ALONG SOUTH FRONT
 KV0232'STREET FROM ITS UNDERPASS UNDER GOETHALS BRIDGE, AT JUNCTION
 KV0232'OF SOUTH FRONT AND FULTON STREET, SET VERTICALLY IN THE NORTHWEST
 KV0232'FACE AT WEST CORNER OF A CONCRETE WALL AROUND HARTOL PETROLEUM
 KV0232'COMPANY STORAGE TANKS, 90 FEET SOUTHEAST OF CENTER LINE OF FRONT
 KV0232'STREET, 2 FEET NORTHEAST OF WEST CORNER OF WALL AND ABOUT 5
 KV0232'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3156 ***********************************************************************
 JU3156  DESIGNATION -  SAN
 JU3156  PID         -  JU3156
 JU3156  STATE/COUNTY-  NJ/GLOUCESTER
 JU3156  USGS QUAD   -  PHILADELPHIA (1994)
 JU3156
 JU3156                         *CURRENT SURVEY CONTROL
 JU3156  ___________________________________________________________________
 JU3156* NAD 83(1996)-  39 52 41.88343(N)    075 10 36.23006(W)     ADJUSTED  
 JU3156* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3156  ___________________________________________________________________
 JU3156  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 JU3156  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU3156
 JU3156  HORZ ORDER  -  SECOND
 JU3156
 JU3156.The horizontal coordinates were established by classical geodetic methods
 JU3156.and adjusted by the National Geodetic Survey in September 1999..
 JU3156
 JU3156.The orthometric height was scaled from a topographic map.
 JU3156
 JU3156.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3156
 JU3156.The geoid height was determined by GEOID03.
 JU3156
 JU3156;                    North         East     Units Scale Factor Converg.
 JU3156;SPC NJ       -   116,222.277    92,114.454   MT  0.99994124   -0 26 02.1
 JU3156;SPC NJ       -   381,305.92    302,212.17   sFT  0.99994124   -0 26 02.1
 JU3156;SPC PA S     -    63,717.415   820,101.848   MT  1.00000906   +1 40 10.3
 JU3156;SPC PA S     -   209,046.22  2,690,617.48   sFT  1.00000906   +1 40 10.3
 JU3156;UTM  18      - 4,414,264.901   484,887.580   MT  0.99960281   -0 06 47.9
 JU3156
 JU3156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3156!SPC NJ       -   1.00000505  x   0.99994124  =   0.99994629
 JU3156!SPC PA S     -   1.00000505  x   1.00000906  =   1.00001411
 JU3156!UTM  18      -   1.00000505  x   0.99960281  =   0.99960786
 JU3156
 JU3156:                Primary Azimuth Mark                     Grid Az
 JU3156:SPC NJ       -  PHILADELPHIA NAVY YD PWR TANK            035 05 47.6
 JU3156:SPC PA S     -  PHILADELPHIA NAVY YD PWR TANK            032 59 35.2
 JU3156:UTM  18      -  PHILADELPHIA NAVY YD PWR TANK            034 46 33.4
 JU3156
 JU3156|---------------------------------------------------------------------|
 JU3156| PID    Reference Object                     Distance      Geod. Az  |
 JU3156|                                                           dddmmss.s |
 JU3156| JU3151 PHILADELPHIA NAVY YD PWR TANK       APPROX. 1.2 KM 0343945.5 |
 JU3156| CB2961 SAN RM 1                             11.915 METERS 06506     |
 JU3156| CB2962 SAN RM 2                              4.682 METERS 16736     |
 JU3156| JU3174 WEST HORSESHOE REAR RANGE           APPROX. 2.8 KM 2814450.8 |
 JU3156| JU3163 WEST HORSESHOE FRONT RANGE          APPROX. 2.3 KM 2831431.4 |
 JU3156|---------------------------------------------------------------------|
 JU3156
 JU3156                          SUPERSEDED SURVEY CONTROL
 JU3156
 JU3156  NAD 83(1991)-  39 52 41.87983(N)    075 10 36.23157(W) AD(       ) 2
 JU3156  NAD 83(1986)-  39 52 41.87637(N)    075 10 36.23166(W) AD(       ) 2
 JU3156  NAD 27      -  39 52 41.47400(N)    075 10 37.58900(W) AD(       ) 2
 JU3156
 JU3156.Superseded values are not recommended for survey control.
 JU3156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3156.See file dsdata.txt to determine how the superseded data were derived.
 JU3156
 JU3156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8488814265(NAD 83)
 JU3156_MARKER: DS = TRIANGULATION STATION DISK
 JU3156_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU3156_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU3156
 JU3156  HISTORY     - Date     Condition        Report By
 JU3156  HISTORY     - 1925     MONUMENTED       CGS
 JU3156  HISTORY     - 1933     GOOD             CGS
 JU3156  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3156
 JU3156                          STATION DESCRIPTION
 JU3156
 JU3156'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3156'LOCATED ON WHARF OF PHILADELPHIA SANITARIUM FOR CHILDREN ON THE
 JU3156'NEW JERSEY SHORE OPPOSITE LEAGUE ISLAND.  STATION IS 10.5 FEET
 JU3156'BELOW CENTER MOORING POST.  5 FEET ABOVE LOWER WHARF DROP.  AND
 JU3156'6 FEET FROM OUTER FACE OF BULKHEAD.
 JU3156'
 JU3156'SURFACE MARK IS A STANDARD BRONZE DISK IN A TILE.
 JU3156'UNDERGROUND MARK IS A BLOCK OF CONCRETE BELOW THE
 JU3156'GROUND CONTAINING A STANDARD DISK.
 JU3156'
 JU3156'REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN DRILLED
 JU3156'HOLES.  NO.1 BEING IN CONCRETE BULKHEAD.  AND NO.2 BEING IN
 JU3156'CONCRETE FOUNDATION OF PAVILION.
 JU3156'
 JU3156'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
 JU3156
 JU3156                          STATION RECOVERY (1933)
 JU3156
 JU3156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3156'LOCATED ON THE WHARF OF THE PHILADELPHIA SANITARIUM FOR CHILDREN
 JU3156'ON THE NEW JERSEY SHORE OF THE DELAWARE RIVER OPPOSITE LEAGUE
 JU3156'ISLAND.  REFERENCE MARK NO.1 IS NE OF THE STATION.  SET IN
 JU3156'THE TOP OF THE CONCRETE BULKHEAD.  REFERENCE MARK NO.2 IS SE
 JU3156'OF THE STATION SET IN THE CONCRETE FOUNDATION OF PAVILION.
 JU3156'STATION IS 6 FEET SE OF THE OUTSIDE OF CONCRETE BULKHEAD AND 39
 JU3156'FEET NE OF OUTSIDE OF NW-SE BULKHEAD.
 JU3156'
 JU3156'TO REACH STATION GO 1.7 MILES SW ON HIGHWAY 44 FROM ITS JUNCTION
 JU3156'WITH HIGHWAY 45 AT WESTVILLE.  AT THIS POINT A ROAD ARROW ON
 JU3156'SIDE ROAD READS 1 MILE TO NATIONAL PARK.  TURN RIGHT HERE AND
 JU3156'GO 0.75 MILE TO CROSSROADS.  TAKE RIGHT TURN HERE AND GO
 JU3156'1.0 MILE TO RED BANK.  ENTER GATE FRONTING ROAD ON LEFT
 JU3156'AND ENTER SANITARIUM GROUNDS AND CONTINUE TO WATERS EDGE AND
 JU3156'WHARF.
 JU3156'
 JU3156'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 JU3156'BLOCK, 3 INCHES BELOW THE SURFACE OF THE GROUND.
 JU3156
 JU3156                          STATION RECOVERY (1946)
 JU3156
 JU3156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3156'IT IS RECOMMENDED THAT THIS STATION BE CONSIDERED LOST.  ABOUT
 JU3156'TWO HOURS WERE SPENT IN SEARCHING FOR THE STATION AND A WIDE
 JU3156'AREA WAS DUG TO A MAXIMUM DEPTH OF THREE FEET.
 JU3156'
 JU3156'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION AS
 JU3156'DESCRIBED IN THE 1933 RECOVERY NOTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4902 ***********************************************************************
 KV4902  DESIGNATION -  SAN
 KV4902  PID         -  KV4902
 KV4902  STATE/COUNTY-  NJ/ESSEX
 KV4902  USGS QUAD   -  CALDWELL (1995)
 KV4902
 KV4902                         *CURRENT SURVEY CONTROL
 KV4902  ___________________________________________________________________
 KV4902* NAD 83(1996)-  40 50 44.61566(N)    074 15 04.82731(W)     ADJUSTED  
 KV4902* NAVD 88     -       223.6    (meters)     734.     (feet)  GPS OBS   
 KV4902  ___________________________________________________________________
 KV4902  X           -   1,311,480.045 (meters)                     COMP
 KV4902  Y           -  -4,650,574.084 (meters)                     COMP
 KV4902  Z           -   4,149,603.113 (meters)                     COMP
 KV4902  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 KV4902  ELLIP HEIGHT-         191.19  (meters)          (10/23/02) GPS OBS
 KV4902  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV4902
 KV4902  HORZ ORDER  -  FIRST
 KV4902  ELLP ORDER  -  FOURTH    CLASS I
 KV4902
 KV4902.The horizontal coordinates were established by GPS observations
 KV4902.and adjusted by the National Geodetic Survey in May 1999..
 KV4902
 KV4902.The orthometric height was determined by GPS observations and a
 KV4902.high-resolution geoid model.
 KV4902
 KV4902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4902
 KV4902.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4902
 KV4902.The ellipsoidal height was determined by GPS observations
 KV4902.and is referenced to NAD 83.
 KV4902
 KV4902.The geoid height was determined by GEOID03.
 KV4902
 KV4902;                    North         East     Units Scale Factor Converg.
 KV4902;SPC NJ       -   223,446.598   170,967.595   MT  0.99990541   +0 09 45.5
 KV4902;SPC NJ       -   733,091.05    560,916.18   sFT  0.99990541   +0 09 45.5
 KV4902;UTM  18      - 4,521,901.151   563,110.219   MT  0.99964902   +0 29 22.8
 KV4902
 KV4902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4902!SPC NJ       -   0.99997001  x   0.99990541  =   0.99987542
 KV4902!UTM  18      -   0.99997001  x   0.99964902  =   0.99961904
 KV4902
 KV4902:                Primary Azimuth Mark                     Grid Az
 KV4902:SPC NJ       -  EMPIRE STATE BUILDING                    115 28 42.2
 KV4902:UTM  18      -  EMPIRE STATE BUILDING                    115 09 04.9
 KV4902
 KV4902|---------------------------------------------------------------------|
 KV4902| PID    Reference Object                     Distance      Geod. Az  |
 KV4902|                                                           dddmmss.s |
 KV4902| KU3602 EMPIRE STATE BUILDING               APPROX.24.9 KM 1153827.7 |
 KV4902| CB5566 SAN AZ MK                                          2511703.0 |
 KV4902| KV4900 WABC TOWER NJGS                     APPROX. 9.3 KM 3415008.9 |
 KV4902|---------------------------------------------------------------------|
 KV4902
 KV4902                          SUPERSEDED SURVEY CONTROL
 KV4902
 KV4902  ELLIP H (05/14/99)  191.21   (m)                       GP(       ) 4 1
 KV4902  NAD 83(1996)-  40 50 44.61536(N)    074 15 04.82759(W) AD(       ) 1
 KV4902  NAD 83(1986)-  40 50 44.61374(N)    074 15 04.82881(W) AD(       ) 1
 KV4902  NAD 83(1986)-  40 50 44.61345(N)    074 15 04.82595(W) AD(       ) 1
 KV4902  NAD 27      -  40 50 44.25347(N)    074 15 06.29691(W) AD(       ) 1
 KV4902
 KV4902.Superseded values are not recommended for survey control.
 KV4902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4902.See file dsdata.txt to determine how the superseded data were derived.
 KV4902
 KV4902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6311021901(NAD 83)
 KV4902_MARKER: DZ = AZIMUTH MARK DISK
 KV4902_SETTING: 0 = UNSPECIFIED SETTING
 KV4902_STAMPING: SAN 1935
 KV4902_MARK LOGO: CGS   
 KV4902_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4902+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1992
 KV4902
 KV4902  HISTORY     - Date     Condition        Report By
 KV4902  HISTORY     - 1935     MONUMENTED       CGS
 KV4902  HISTORY     - 1935     GOOD             CGS
 KV4902  HISTORY     - 1936     GOOD             NJGS
 KV4902  HISTORY     - 1964     GOOD             USAF
 KV4902  HISTORY     - 1981     GOOD             NGS
 KV4902  HISTORY     - 1984     GOOD             NGS
 KV4902  HISTORY     - 19920128 GOOD             NJGS
 KV4902  HISTORY     - 19921030 GOOD             NJGS
 KV4902  HISTORY     - 19991019 MARK NOT FOUND   NJGS
 KV4902
 KV4902                          STATION DESCRIPTION
 KV4902
 KV4902'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV4902'THE STATION IS ON THE TOP OF THE HIGHEST BUILDING AT THE ESSEX
 KV4902'COUNTY SANITARIUM.  THE STATION MARK IS A STANDARD BRONZE DISK
 KV4902'SET IN THE CONCRETE FLOOR BELOW THE TRAP DOOR ON THE ATTIC FLOOR.
 KV4902'
 KV4902'AZIMUTH MARK IS A STANDARD BRONZE DISK SET FLUSH WITH THE
 KV4902'CURBING ON THE N SIDE OF SANITARIUM DRIVE.  IT IS 6 PACES E OF
 KV4902'THE INTERSECTION OF MOUNTAIN AVENUE, AND 5 PACES N OF CENTER LINE
 KV4902'OF SANITARIUM DRIVE.
 KV4902'
 KV4902'THE STATE SURVEY STATION NO.601 COULD NOT BE OBSERVED FROM
 KV4902'NO.600 SO AN ECCENTRIC LIGHT WAS SET UP OVER THE STATE SURVEY
 KV4902'WHICH IS ECCENTRIC TO SAN.  THIS LINE WAS OBSERVED.  THE DISTANCE
 KV4902'TO AND THE DIRECTION FROM U.S.C. AND G.S. ECCENTRIC STATION AT
 KV4902'SAN TO THE STATE SURVEY ECCENTRIC STATION AT SAN WAS TAKEN.
 KV4902'
 KV4902'TO REACH STATION FROM DOVER, GO TO VERONA AT MOUNTAIN
 KV4902'AVENUE.  TURN LEFT UPHILL TO INTERSECTION WITH SANITARIUM DRIVE,
 KV4902'HERE TURN RIGHT ON SANITARIUM DRIVE AND GO TO MAIN BUILDING AND
 KV4902'STATION SITE.
 KV4902'
 KV4902'THESE DIRECTIONS WERE OBSERVED AT AN ECCENTRIC STATION AND ARE
 KV4902'UNCORRECTED.  THIS STATION WAS NOT CALLED SAN ECCENTRIC BECAUSE
 KV4902'THERE WAS NO WAY TO ESTABLISH AN ECCENTRIC MARK WITHOUT DAMAGING
 KV4902'THE METAL ROOF OF THE HOSPITAL.
 KV4902
 KV4902                          STATION RECOVERY (1935)
 KV4902
 KV4902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 KV4902'RECOVERED IN GOOD CONDITION.
 KV4902
 KV4902                          STATION RECOVERY (1936)
 KV4902
 KV4902'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 KV4902'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV4902'
 KV4902'OBSERVATIONS WERE MADE TO WABC RADIO TOWER (ABOUT 550 FEET HIGH)
 KV4902'OF THE COLUMBIA BROADCASTING COMPANY, LOCATED AT WAYNE, N.J.
 KV4902
 KV4902                          STATION RECOVERY (1964)
 KV4902
 KV4902'RECOVERY NOTE BY US AIR FORCE 1964
 KV4902'STATION AND AZIMUTH MARKS WERE RECOVERED IN GOOD CONDITION.  AN
 KV4902'OBSERVATION TOWER WAS BUILT OVER THE STATION DURING WORLD WAR
 KV4902'II.  IN ORDER TO MAKE OBSERVATIONS FROM THE STATION, IT WAS
 KV4902'NECESSARY TO EXTEND A PLUMB TO THE ROOF OF THE TOWER.  A NAIL WAS
 KV4902'LEFT AT THE POINT OF PLUMB.
 KV4902
 KV4902                          STATION RECOVERY (1981)
 KV4902
 KV4902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (MWJ)
 KV4902'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KV4902
 KV4902                          STATION RECOVERY (1984)
 KV4902
 KV4902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 KV4902'THE STATION WAS RECOVERED AT THIS DATE.
 KV4902'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 KV4902'THE OCCUPATION WAS MADE IN A SEARCH FOR STATION CRANETOWN 1817 WHICH
 KV4902'WAS UNSUCESSFUL.  IT WAS FOUND THAT THE PUBLISHED INFORMATION FOR
 KV4902'THIS STATION WAS FOR AN ECCENTRIC OCCUPATION AND CAUSED SOME
 KV4902'CONFUSION.  A DIRECT OBSERVATION WAS MADE BETWEEN THE EMPIRE STATE
 KV4902'BUILDING AND THE AZIMUTH MARK AT THIS TIME.
 KV4902'THE AZIMUTH MARK WAS NOT POSITIONED BEING BEHIND A TEN FOOT
 KV4902'HIGH BUILDING.
 KV4902'
 KV4902'THE STATION IS LOCATED IN EAST CALDWELL IN ESSEX COUNTY AT THE
 KV4902'COUNTY OWNED SANATARIUM.
 KV4902'OWNERSHIP--ESSEX COUNTY
 KV4902'
 KV4902'TO REACH THE STATION FROM THE CALDWELL CHURCH AT THE ENTRANCE TO
 KV4902'THE GROVER CLEVELAND PARK IN CALDWELL, GO EAST ON COUNTY ROAD 506
 KV4902'FOR 1.3 KM (0.8 MI) TO COUNTY ROUTE 527, MOUNTAIN ROAD ON THE LEFT.
 KV4902'TURN NORTH FOR 1.5 KM (0.9 MI) TO SANITARIUM DRIVE ON THE RIGHT AND
 KV4902'THE AZIMUTH MARK IN THE NORTHEAST QUADRANT.  TURN RIGHT FOR 1.5 KM
 KV4902'(0.9 MI) TO THE MAIN BUILDING.
 KV4902'
 KV4902'THE STATION IS A STANDARD DISK STAMPED---SAN 1935---SET IN THE
 KV4902'ATTIC FLOOR OF THE BUILDING AND IS OCCUPIED FROM A TRAP DOOR IN THE
 KV4902'ROOF.
 KV4902'
 KV4902'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---SAN 1935 AZIMUTH---
 KV4902'SET IN A CURB 6 PACES EAST OF MOUNTAIN DRIVE AND 5 PACES NORTH OF
 KV4902'SANITORIUM ROAD.
 KV4902'
 KV4902'DESCRIBED BY R.G. POUST.
 KV4902
 KV4902                          STATION RECOVERY (1992)
 KV4902
 KV4902'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV4902'THE STATION IS LOCATED NEAR THE JUNCTION OF THE BOROUGHS OF NORTH
 KV4902'CALDWELL, VERONA AND CEDAR GROVE TOWNSHIPS, KNOWN AS THE HILLTOP AREA
 KV4902'ON THE GROUNDS OF THE ESSEX COUNTY HOSPITAL COMPLEX.  TO OCCUPY THE
 KV4902'STATION, PERMISSION MUST BE OBTAINED FROM MR. JOHN SHOLANDER, PHONE
 KV4902'201 228 8185.  TO REACH THE STATION FROM THE GARDEN STATE PARKWAY
 KV4902'BRIDGE OVER BLOOMFIELD AVENUE AT EXIT 148, GO NORTH NORTHWEST ON
 KV4902'BLOOMFIELD AVENUE FOR 4.5 MI (7.2 KM) TO THE JUNCTION WITH FAIRVIEW
 KV4902'AVENUE ON THE RIGHT.   TURN RIGHT ON FAIRVIEW AVENUE AND GO 1.3 MI
 KV4902'(2.1 KM) TO THE JUNCTION WITH READ ROAD ON THE LEFT. TURN LEFT AND GO
 KV4902'0.1 MI (0.2 KM) TO A LOCKED GATE. CONTACT THE SECURITY OFFICE OF THE
 KV4902'COMPLEX IN THE ADMINISTRATION BUILDING ACROSS THE STREET FOR ACCESS
 KV4902'TO THE STATION.  PASS THROUGH THE GATE AND GO UPHILL ON A PAVED ROAD
 KV4902'FOR 0.4 MI (0.6 KM) TO THE SUMMIT. BEAR RIGHT AT A TEE INTERSECTION,
 KV4902'THE WATER TANKS ARE AHEAD. FOLLOW ROAD SOUTHWEST FOR 0.2 MI (0.3 KM)
 KV4902'TO THE FORMER SERVICE DRIVE ON THE LEFT. TURN LEFT ON THE FORMER
 KV4902'SERVICE DRIVE AND GO TO THE FRONT OF THE MAIN HOSPITAL BUILDING AT AN
 KV4902'ARCHED OVERHEAD WALKWAY. PARK TRUCK AND TAKE BASEMENT ENTRANCE ON THE
 KV4902'WEST SIDE OF THE ARCHED WALKWAY, FOLLOWING FLIGHTS OF STAIRS UP TO
 KV4902'THE FIFTH FLOOR.  TURN RIGHT ON THE FIFTH FLOOR AND GO 40 FT
 KV4902'(12.2 M) TO A DOOR LEADING UP TO THE ROOF. TAKE STAIRS UP TO THE ROOF
 KV4902'AND GO AHEAD TOWARDS THE ELEVATOR SHAFT AND A LADDER LEADING TO THE
 KV4902'ROOF AND THE STATION AT THE BASE OF THE LADDER.  THE STATION IS A
 KV4902'STANDARD DISK, STAMPED SAN 1935, CEMENTED IN A DRILL HOLE IN THE
 KV4902'CONCRETE FLOOR DIRECTLY BELOW THE HATCH LEADING TO THE ROOF.
 KV4902
 KV4902                          STATION RECOVERY (1992)
 KV4902
 KV4902'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV4902'RECOVERED IN GOOD CONDITION.
 KV4902
 KV4902                          STATION RECOVERY (1999)
 KV4902
 KV4902'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (ECB)
 KV4902'THE HOSPITAL BUILDING THAT THE MARK WAS SET ON HAS BEEN TORN DOWN. THE
 KV4902'RUBBLE HAS BEEN CARTED AWAY, AND A GRASSY KNOLL IS ALL THAT REMAINS AT
 KV4902'THE SIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3940 ***********************************************************************
 KV3940  DESIGNATION -  SAND
 KV3940  PID         -  KV3940
 KV3940  STATE/COUNTY-  NJ/BERGEN
 KV3940  USGS QUAD   -  WEEHAWKEN (1995)
 KV3940
 KV3940                         *CURRENT SURVEY CONTROL
 KV3940  ___________________________________________________________________
 KV3940* NAD 83(1996)-  40 51 34.15079(N)    074 02 00.69335(W)     ADJUSTED  
 KV3940* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV3940  ___________________________________________________________________
 KV3940  LAPLACE CORR-           7.68  (seconds)                    DEFLEC99
 KV3940  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KV3940
 KV3940  HORZ ORDER  -  THIRD
 KV3940
 KV3940.The horizontal coordinates were established by classical geodetic methods
 KV3940.and adjusted by the National Geodetic Survey in September 1999..
 KV3940
 KV3940.The orthometric height was scaled from a topographic map.
 KV3940
 KV3940.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3940
 KV3940.The geoid height was determined by GEOID03.
 KV3940
 KV3940;                    North         East     Units Scale Factor Converg.
 KV3940;SPC NJ       -   225,049.455   189,326.243   MT  0.99991903   +0 18 18.6
 KV3940;SPC NJ       -   738,349.75    621,147.85   sFT  0.99991903   +0 18 18.6
 KV3940;SPC NY L     -    76,935.757   297,173.322   MT  0.99999491   -0 01 18.9
 KV3940;SPC NY L     -   252,413.40    974,976.14   sFT  0.99999491   -0 01 18.9
 KV3940;UTM  18      - 4,523,608.363   581,454.887   MT  0.99968166   +0 37 56.3
 KV3940
 KV3940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3940!SPC NJ       -   1.00000488  x   0.99991903  =   0.99992391
 KV3940!SPC NY L     -   1.00000488  x   0.99999491  =   0.99999979
 KV3940!UTM  18      -   1.00000488  x   0.99968166  =   0.99968654
 KV3940
 KV3940|---------------------------------------------------------------------|
 KV3940| PID    Reference Object                     Distance      Geod. Az  |
 KV3940|                                                           dddmmss.s |
 KV3940| KV3947 WEST                                349.679 METERS 00246     |
 KV3940| KV3949 EAST BOAT CLUB                      341.856 METERS 02324     |
 KV3940| KV3943 SCANDINAVIAN CHURCH                 APPROX. 0.7 KM 0421633.2 |
 KV3940| KV3939 FILL                                129.322 METERS 07813     |
 KV3940| KV3934 PARK                                487.136 METERS 1282901.1 |
 KV3940| KV4025 RIDGE                               450.320 METERS 1481919.3 |
 KV3940| CB5568 SAND RM 2                                          15315     |
 KV3940| CB5567 SAND RM 1                                          34851     |
 KV3940|---------------------------------------------------------------------|
 KV3940
 KV3940                          SUPERSEDED SURVEY CONTROL
 KV3940
 KV3940  NAD 83(1996)-  40 51 34.15063(N)    074 02 00.69345(W) AD(       ) 3
 KV3940  NAD 83(1996)-  40 51 34.14961(N)    074 02 00.69499(W) AD(       ) 3
 KV3940  NAD 83(1992)-  40 51 34.14752(N)    074 02 00.69545(W) AD(       ) 3
 KV3940  NAD 83(1986)-  40 51 34.15549(N)    074 02 00.69157(W) AD(       ) 3
 KV3940  NAD 27      -  40 51 33.79500(N)    074 02 02.19300(W) AD(       ) 3
 KV3940
 KV3940.Superseded values are not recommended for survey control.
 KV3940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3940.See file dsdata.txt to determine how the superseded data were derived.
 KV3940
 KV3940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8145523608(NAD 83)
 KV3940_MARKER: DS = TRIANGULATION STATION DISK
 KV3940_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV3940_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV3940
 KV3940  HISTORY     - Date     Condition        Report By
 KV3940  HISTORY     - 1914     MONUMENTED       CGS
 KV3940
 KV3940                          STATION DESCRIPTION
 KV3940
 KV3940'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV3940'STATION IS ON THE W SIDE OF HACKENSACK RIVER, ABOUT 5 METERS
 KV3940'(16 FEET) FROM HIGH-WATER LINE, 3/4 MILE ABOVE THE BERGEN
 KV3940'TURNPIKE BRIDGE, LESS THAN 1/2 MILE BELOW A WHARF OF SOUTHERN
 KV3940'PART OF HACKENSACK, AND IN RANGE WITH S END WALL OF A PAPER
 KV3940'FACTORY AND A CHURCH SPIRE IN RIDGEFIELD PARK.  THE STATION IS ON
 KV3940'THE PROPERTY OF THE HACKENSACK BRICK COMPANY AND IS MARKED
 KV3940'BY A STANDARD DISK SET IN CEMENT IN A 3-INCH TILE PIPE AND SUNK
 KV3940'FLUSH WITH GROUND.
 KV3940'
 KV3940'TWO REFERENCE MARKS, EACH A COPPER NAIL SET IN CEMENT IN A
 KV3940'3-INCH TILE PIPE SUNK TO GROUND LEVEL, ARE PLACED RESPECTIVELY
 KV3940'15.606 METERS (51.20 FEET) N AND 16.617 METERS (54.52 FEET)
 KV3940'S 15 DEG E FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2821 ***********************************************************************
 KU2821  DESIGNATION -  SAND 1940
 KU2821  PID         -  KU2821
 KU2821  STATE/COUNTY-  NJ/MONMOUTH
 KU2821  USGS QUAD   -  SANDY HOOK (1981)
 KU2821
 KU2821                         *CURRENT SURVEY CONTROL
 KU2821  ___________________________________________________________________
 KU2821* NAD 83(1996)-  40 28 02.21822(N)    073 59 48.93666(W)     ADJUSTED  
 KU2821* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU2821  ___________________________________________________________________
 KU2821  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 KU2821  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KU2821
 KU2821  HORZ ORDER  -  SECOND
 KU2821
 KU2821.The horizontal coordinates were established by classical geodetic methods
 KU2821.and adjusted by the National Geodetic Survey in September 1999..
 KU2821
 KU2821.The orthometric height was scaled from a topographic map.
 KU2821
 KU2821.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2821
 KU2821.The geoid height was determined by GEOID03.
 KU2821
 KU2821;                    North         East     Units Scale Factor Converg.
 KU2821;SPC NJ       -   181,517.452   192,660.917   MT  0.99992240   +0 19 35.4
 KU2821;SPC NJ       -   595,528.51    632,088.36   sFT  0.99992240   +0 19 35.4
 KU2821;UTM  18      - 4,480,106.270   585,036.227   MT  0.99968901   +0 39 03.8
 KU2821
 KU2821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2821!SPC NJ       -   1.00000498  x   0.99992240  =   0.99992738
 KU2821!UTM  18      -   1.00000498  x   0.99968901  =   0.99969399
 KU2821
 KU2821:                Primary Azimuth Mark                     Grid Az
 KU2821:SPC NJ       -  WOODS                                    162 04 39.3
 KU2821:UTM  18      -  WOODS                                    161 45 10.9
 KU2821
 KU2821|---------------------------------------------------------------------|
 KU2821| PID    Reference Object                     Distance      Geod. Az  |
 KU2821|                                                           dddmmss.s |
 KU2821| KU0823 WOODS                               APPROX. 2.3 KM 1622414.7 |
 KU2821| KV4934 BC GRANGER 1940                     450.576 METERS 2240833.3 |
 KU2821| KV4932 C 1 TOWER CENTER 1940               472.244 METERS 2535328.6 |
 KU2821| KV4955 PUSEY 1940                          412.336 METERS 2643346.2 |
 KU2821| KV4959 SANDY HOOK PWRHSE BLDG 124 STK      APPROX. 0.7 KM 2791915.1 |
 KU2821| KV4977 SANDY HOOK STANDPIPE                APPROX. 0.9 KM 2831351.7 |
 KU2821| KU2181 TOWER H NE                          257.858 METERS 29245     |
 KU2821| KV4962 RICHARDSON USCA 1940                464.535 METERS 2955925.2 |
 KU2821|---------------------------------------------------------------------|
 KU2821
 KU2821                          SUPERSEDED SURVEY CONTROL
 KU2821
 KU2821  NAD 83(1996)-  40 28 02.21819(N)    073 59 48.93663(W) AD(       ) 2
 KU2821  NAD 83(1986)-  40 28 02.21714(N)    073 59 48.93544(W) AD(       ) 2
 KU2821  NAD 27      -  40 28 01.82900(N)    073 59 50.43600(W) AD(       ) 2
 KU2821
 KU2821.Superseded values are not recommended for survey control.
 KU2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2821.See file dsdata.txt to determine how the superseded data were derived.
 KU2821
 KU2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8503680106(NAD 83)
 KU2821_MARKER: DS = TRIANGULATION STATION DISK
 KU2821_SETTING: 0 = UNSPECIFIED SETTING
 KU2821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2821
 KU2821  HISTORY     - Date     Condition        Report By
 KU2821  HISTORY     - 1940     MONUMENTED       CGS
 KU2821  HISTORY     - 1962     MARK NOT FOUND   CGS
 KU2821  HISTORY     - 19920728 MARK NOT FOUND   USPSQD
 KU2821
 KU2821                          STATION DESCRIPTION
 KU2821
 KU2821'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KU2821'THE STATION IS ON THE HIGHEST AND MOST E ONE OF THREE SAND DUNES
 KU2821'BACK OF THE PISTOL BUTTS, APPROXIMATELY 50 M. SW OF THE OFFICERS
 KU2821'BEACH CLUB.  A STANDARD DISK, SET IN A CONCRETE POST.
 KU2821
 KU2821                          STATION RECOVERY (1962)
 KU2821
 KU2821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2821'NOT RECOVERED.  THE DUNES HERE HAVE ALL BEEN LEVELED BUT ONE, ON
 KU2821'WHICH A BUILDING STANDS.  THE MARK COULD NOT BE FOUND.
 KU2821
 KU2821                          STATION RECOVERY (1992)
 KU2821
 KU2821'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4347 ***********************************************************************
 KV4347  DESIGNATION -  SAND ID LT
 KV4347  PID         -  KV4347
 KV4347  STATE/COUNTY-  NJ/HUDSON
 KV4347  USGS QUAD   -  JERSEY CITY (1981)
 KV4347
 KV4347                         *CURRENT SURVEY CONTROL
 KV4347  ___________________________________________________________________
 KV4347* NAD 83(1996)-  40 39 59.94235(N)    074 04 26.51769(W)     ADJUSTED  
 KV4347* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV4347  ___________________________________________________________________
 KV4347  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 KV4347  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KV4347
 KV4347  HORZ ORDER  -  SECOND
 KV4347
 KV4347.The horizontal coordinates were established by classical geodetic methods
 KV4347.and adjusted by the National Geodetic Survey in September 1999..
 KV4347
 KV4347.The orthometric height was scaled from a topographic map.
 KV4347
 KV4347.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4347
 KV4347.The geoid height was determined by GEOID03.
 KV4347
 KV4347;                    North         East     Units Scale Factor Converg.
 KV4347;SPC NJ       -   203,619.836   186,015.240   MT  0.99991596   +0 16 39.3
 KV4347;SPC NJ       -   668,042.75    610,285.00   sFT  0.99991596   +0 16 39.3
 KV4347;SPC NY L     -    55,523.663   293,739.971   MT  1.00000000   -0 02 54.3
 KV4347;SPC NY L     -   182,163.88    963,711.89   sFT  1.00000000   -0 02 54.3
 KV4347;UTM  18      - 4,502,165.350   578,266.814   MT  0.99967540   +0 36 12.4
 KV4347
 KV4347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4347!SPC NJ       -   1.00000508  x   0.99991596  =   0.99992104
 KV4347!SPC NY L     -   1.00000508  x   1.00000000  =   1.00000508
 KV4347!UTM  18      -   1.00000508  x   0.99967540  =   0.99968048
 KV4347
 KV4347                          SUPERSEDED SURVEY CONTROL
 KV4347
 KV4347  NAD 83(1996)-  40 39 59.94231(N)    074 04 26.51772(W) AD(       ) 2
 KV4347  NAD 83(1996)-  40 39 59.94165(N)    074 04 26.51831(W) AD(       ) 2
 KV4347  NAD 83(1992)-  40 39 59.94129(N)    074 04 26.51875(W) AD(       ) 2
 KV4347  NAD 83(1986)-  40 39 59.94142(N)    074 04 26.51847(W) AD(       ) 2
 KV4347  NAD 27      -  40 39 59.56900(N)    074 04 28.00800(W) AD(       ) 2
 KV4347
 KV4347.Superseded values are not recommended for survey control.
 KV4347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4347.See file dsdata.txt to determine how the superseded data were derived.
 KV4347
 KV4347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7826702165(NAD 83)
 KV4347_MARKER: 14 = NAVIGATION LIGHT
 KV4347
 KV4347  HISTORY     - Date     Condition        Report By
 KV4347  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4347  HISTORY     - 1931     GOOD             CGS
 KV4347  HISTORY     - 1940     SEE DESCRIPTION  CGS
 KV4347
 KV4347                          STATION DESCRIPTION
 KV4347
 KV4347'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4347'STATION IS THE SMALL AUTOMATIC LIGHT ON THE SAND ISLET 3/4 MILE
 KV4347'NW OF ROBBINS REEF LIGHT, MARKING THE REAR RANGE AND JUNCTURE OF THE
 KV4347'PASSAIC VALLEY SEWER OUTLET.  THIS LIGHT SURMOUNTS THE USUAL
 KV4347'LATTICE STRUCTURE AND 4-SIDED TANK SECURED TO A SQUARE CONCRETE
 KV4347'BASE.
 KV4347'
 KV4347'THE STATION IS THE LIGHT APEX.
 KV4347'
 KV4347'THE STANDARD DISK REFERENCE MARKS WERE PLACED AS FOLLOWS--NOS.1
 KV4347'AND 2 IN CONCRETE FOUNDATION PIERS TO THE EASTWARD.  REFERENCE
 KV4347'MARK NO.3 IN CONCRETE BASE SURROUNDING THE LARGE IRON MANHOLE
 KV4347'PIPE TO THE WESTWARD.  A CROSS WAS CUT ATOP THIS MANHOLE
 KV4347'COVER-PLATE TO SERVE AS REFERENCE MARK NO.4 (DISTANCE 31.94
 KV4347'METERS).
 KV4347'
 KV4347'AN ECCENTRIC SET-UP WAS USED, MARKED BY REFERENCE MARK NO.1.  THE
 KV4347'CENTER-DIRECTION WAS OBTAINED BY DIRECTION POINTING ON THE LIGHT
 KV4347'APEX.  THERE IS AMPLE ROOM AND EXCELLENT FOOTING FOR A NORMAL
 KV4347'TRIPOD SET-UP ATOP ANY OF THE FOUNDATION PIERS NEAR THE LIGHT.
 KV4347'
 KV4347'LISTED IN LIGHT LIST.
 KV4347
 KV4347                          STATION RECOVERY (1931)
 KV4347
 KV4347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4347'STATION RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED, EXCEPT
 KV4347'THAT REFERENCE MARKS NOS.1 AND 2 HAVE BEEN REMOVED BY VANDALS.
 KV4347
 KV4347                          STATION RECOVERY (1940)
 KV4347
 KV4347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (BGJ)
 KV4347'STATION LOST.  INSPECTION OF AIR PHOTOGRAPHS TAKEN JULY 5, 1940
 KV4347'SHOWS LIGHT TO BE GONE, HAVING BEEN REMOVED FOR THE CONSTRUCTION OF
 KV4347'THE BAYONNE TERMINAL, WHICH NOW COVERS THE FORMER SITE OF THIS
 KV4347'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AF9509 ***********************************************************************
 AF9509  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9509  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9509  DESIGNATION -  SANDY HOOK 1 CORS ARP
 AF9509  CORS_ID     -  SHK1
 AF9509  PID         -  AF9509
 AF9509  STATE/COUNTY-  NJ/MONMOUTH
 AF9509  USGS QUAD   -  SANDY HOOK (1981)
 AF9509
 AF9509                         *CURRENT SURVEY CONTROL
 AF9509  ___________________________________________________________________
 AF9509* NAD 83(CORS)-  40 28 17.34171(N)    074 00 41.74101(W)     ADJUSTED  
 AF9509* NAVD 88     -         9.08   (meters)      29.8    (feet)  GPS OBS   
 AF9509  ___________________________________________________________________
 AF9509  EPOCH DATE  -        2002.00
 AF9509  X           -   1,338,341.771 (meters)                     COMP
 AF9509  Y           -  -4,670,919.688 (meters)                     COMP
 AF9509  Z           -   4,117,936.383 (meters)                     COMP
 AF9509  ELLIP HEIGHT-         -23.31  (meters)          (03/??/02) GPS OBS
 AF9509  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 AF9509
 AF9509  HORZ ORDER  -  SPECIAL (CORS)
 AF9509  ELLP ORDER  -  SPECIAL (CORS)
 AF9509
 AF9509.ITRF positions are available for this station.
 AF9509.The coordinates were established by GPS observations
 AF9509.and adjusted by the National Geodetic Survey in March 2002..
 AF9509.The coordinates are valid at the epoch date displayed above.
 AF9509.The epoch date for horizontal control is a decimal equivalence
 AF9509.of Year/Month/Day.
 AF9509
 AF9509.The orthometric height was determined by GPS observations and a
 AF9509.high-resolution geoid model using precise GPS observation and
 AF9509.processing techniques.
 AF9509
 AF9509.The PID for the CORS L1 Phase Center is AJ7877.
 AF9509
 AF9509.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9509
 AF9509.The ellipsoidal height was determined by GPS observations
 AF9509.and is referenced to NAD 83.
 AF9509
 AF9509.The geoid height was determined by GEOID03.
 AF9509
 AF9509;                    North         East     Units Scale Factor Converg.
 AF9509;SPC NJ       -   181,976.914   191,414.486   MT  0.99992111   +0 19 01.2
 AF9509;SPC NJ       -   597,035.93    627,999.03   sFT  0.99992111   +0 19 01.2
 AF9509
 AF9509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9509!SPC NJ       -   1.00000366  x   0.99992111  =   0.99992477
 AF9509
 AF9509                          SUPERSEDED SURVEY CONTROL
 AF9509
 AF9509  NAD 83(CORS)-  40 28 17.34159(N)    074 00 41.74231(W) AD(1997.00) c
 AF9509  NAD 83(CORS)-  40 28 17.34153(N)    074 00 41.74269(W) AD(1996.00) c
 AF9509  ELLIP H (04/??/96)  -23.32   (m)                       GP(1997.00) c c
 AF9509  ELLIP H (04/??/96)  -23.32   (m)                       GP(1996.00) c c
 AF9509
 AF9509.Superseded values are not recommended for survey control.
 AF9509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9509.See file dsdata.txt to determine how the superseded data were derived.
 AF9509
 AF9509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8378880559(NAD 83)
 AF9509_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9509
 AF9509                          STATION DESCRIPTION
 AF9509
 AF9509'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9509'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9509'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9509'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9509'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9509'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ7877 ***********************************************************************
 AJ7877  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7877  DESIGNATION -  SANDY HOOK 1 CORS L1 PHASE CENTER
 AJ7877  CORS_ID     -  SHK1
 AJ7877  PID         -  AJ7877
 AJ7877  STATE/COUNTY-  NJ/MONMOUTH
 AJ7877  USGS QUAD   -  SANDY HOOK (1981)
 AJ7877
 AJ7877                         *CURRENT SURVEY CONTROL
 AJ7877  ___________________________________________________________________
 AJ7877* NAD 83(CORS)-  40 28 17.34167(N)    074 00 41.74104(W)     ADJUSTED  
 AJ7877* NAVD 88     -                                                        
 AJ7877  ___________________________________________________________________
 AJ7877  EPOCH DATE  -        2002.00
 AJ7877  X           -   1,338,341.787 (meters)                     COMP
 AJ7877  Y           -  -4,670,919.747 (meters)                     COMP
 AJ7877  Z           -   4,117,936.434 (meters)                     COMP
 AJ7877  ELLIP HEIGHT-         -23.23  (meters)          (03/??/02) GPS OBS
 AJ7877  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 AJ7877
 AJ7877  HORZ ORDER  -  SPECIAL (CORS)
 AJ7877  ELLP ORDER  -  SPECIAL (CORS)
 AJ7877
 AJ7877.ITRF positions are available for this station.
 AJ7877.The coordinates were established by GPS observations
 AJ7877.and adjusted by the National Geodetic Survey in March 2002..
 AJ7877.The coordinates are valid at the epoch date displayed above.
 AJ7877.The epoch date for horizontal control is a decimal equivalence
 AJ7877.of Year/Month/Day.
 AJ7877
 AJ7877
 AJ7877.The PID for the CORS ARP is AF9509.
 AJ7877
 AJ7877.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7877
 AJ7877.The ellipsoidal height was determined by GPS observations
 AJ7877.and is referenced to NAD 83.
 AJ7877
 AJ7877.The geoid height was determined by GEOID03.
 AJ7877
 AJ7877;                    North         East     Units Scale Factor Converg.
 AJ7877;SPC NJ       -   181,976.913   191,414.486   MT  0.99992111   +0 19 01.2
 AJ7877;SPC NJ       -   597,035.92    627,999.03   sFT  0.99992111   +0 19 01.2
 AJ7877
 AJ7877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7877!SPC NJ       -   1.00000364  x   0.99992111  =   0.99992475
 AJ7877
 AJ7877                          SUPERSEDED SURVEY CONTROL
 AJ7877
 AJ7877  NAD 83(CORS)-  40 28 17.34149(N)    074 00 41.74272(W) AD(1996.00) c
 AJ7877  NAD 83(CORS)-  40 28 17.34155(N)    074 00 41.74235(W) AD(1997.00) c
 AJ7877  ELLIP H (04/??/96)  -23.23   (m)                       GP(1997.00) c c
 AJ7877  ELLIP H (04/??/96)  -23.23   (m)                       GP(1996.00) c c
 AJ7877
 AJ7877.Superseded values are not recommended for survey control.
 AJ7877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7877.See file dsdata.txt to determine how the superseded data were derived.
 AJ7877
 AJ7877_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8378880559(NAD 83)
 AJ7877_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7877
 AJ7877                          STATION DESCRIPTION
 AJ7877
 AJ7877'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7877'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7877'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7877'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7877'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7877'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AF9610 ***********************************************************************
 AF9610  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9610  DESIGNATION -  SANDY HOOK 2 CORS ARP
 AF9610  CORS_ID     -  SHK2
 AF9610  PID         -  AF9610
 AF9610  STATE/COUNTY-  NJ/MONMOUTH
 AF9610  USGS QUAD   -  SANDY HOOK (1981)
 AF9610
 AF9610                         *CURRENT SURVEY CONTROL
 AF9610  ___________________________________________________________________
 AF9610* NAD 83(CORS)-  40 28 17.42709(N)    074 00 42.68448(W)     ADJUSTED  
 AF9610* NAVD 88     -                                                        
 AF9610  ___________________________________________________________________
 AF9610  EPOCH DATE  -        2002.00
 AF9610  X           -   1,338,319.935 (meters)                     COMP
 AF9610  Y           -  -4,670,924.166 (meters)                     COMP
 AF9610  Z           -   4,117,938.386 (meters)                     COMP
 AF9610  ELLIP HEIGHT-         -23.31  (meters)          (05/??/02) GPS OBS
 AF9610  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 AF9610
 AF9610  HORZ ORDER  -  SPECIAL (CORS)
 AF9610  ELLP ORDER  -  SPECIAL (CORS)
 AF9610
 AF9610.ITRF positions are available for this station.
 AF9610.The coordinates were established by GPS observations
 AF9610.and adjusted by the National Geodetic Survey in May 2002..
 AF9610.The coordinates are valid at the epoch date displayed above.
 AF9610.The epoch date for horizontal control is a decimal equivalence
 AF9610.of Year/Month/Day.
 AF9610
 AF9610
 AF9610.The PID for the CORS L1 Phase Center is CQ6007.
 AF9610
 AF9610.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9610
 AF9610.The ellipsoidal height was determined by GPS observations
 AF9610.and is referenced to NAD 83.
 AF9610
 AF9610.The geoid height was determined by GEOID03.
 AF9610
 AF9610;                    North         East     Units Scale Factor Converg.
 AF9610;SPC NJ       -   181,979.424   191,392.249   MT  0.99992108   +0 19 00.6
 AF9610;SPC NJ       -   597,044.16    627,926.07   sFT  0.99992108   +0 19 00.6
 AF9610
 AF9610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9610!SPC NJ       -   1.00000366  x   0.99992108  =   0.99992474
 AF9610
 AF9610                          SUPERSEDED SURVEY CONTROL
 AF9610
 AF9610  NAD 83(CORS)-  40 28 17.42798(N)    074 00 42.68276(W) AD(2002.00) c
 AF9610  ELLIP H (03/??/02)  -23.30   (m)                       GP(2002.00) c c
 AF9610  NAD 83(CORS)-  40 28 17.42766(N)    074 00 42.68444(W) AD(1997.00) c
 AF9610  NAD 83(CORS)-  40 28 17.42760(N)    074 00 42.68482(W) AD(1996.00) c
 AF9610  ELLIP H (08/??/96)  -23.30   (m)                       GP(1997.00) c c
 AF9610  ELLIP H (08/??/96)  -23.30   (m)                       GP(1996.00) c c
 AF9610
 AF9610.Superseded values are not recommended for survey control.
 AF9610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9610.See file dsdata.txt to determine how the superseded data were derived.
 AF9610
 AF9610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8376580561(NAD 83)
 AF9610_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9610
 AF9610                          STATION DESCRIPTION
 AF9610
 AF9610'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9610'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9610'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9610'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9610'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9610'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 CQ6007 ***********************************************************************
 CQ6007  CORS        -  This is a GPS Continuously Operating Reference Station.
 CQ6007  DESIGNATION -  SANDY HOOK 2 CORS L1 PHASE CENTER
 CQ6007  CORS_ID     -  SHK2
 CQ6007  PID         -  CQ6007
 CQ6007  STATE/COUNTY-  NJ/MONMOUTH
 CQ6007  USGS QUAD   -  SANDY HOOK (1981)
 CQ6007
 CQ6007                         *CURRENT SURVEY CONTROL
 CQ6007  ___________________________________________________________________
 CQ6007* NAD 83(CORS)-  40 28 17.42705(N)    074 00 42.68451(W)     ADJUSTED  
 CQ6007* NAVD 88     -                                                        
 CQ6007  ___________________________________________________________________
 CQ6007  EPOCH DATE  -        2002.00
 CQ6007  X           -   1,338,319.953 (meters)                     COMP
 CQ6007  Y           -  -4,670,924.233 (meters)                     COMP
 CQ6007  Z           -   4,117,938.444 (meters)                     COMP
 CQ6007  ELLIP HEIGHT-         -23.22  (meters)          (05/??/02) GPS OBS
 CQ6007  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 CQ6007
 CQ6007  HORZ ORDER  -  SPECIAL (CORS)
 CQ6007  ELLP ORDER  -  SPECIAL (CORS)
 CQ6007
 CQ6007.ITRF positions are available for this station.
 CQ6007.The coordinates were established by GPS observations
 CQ6007.and adjusted by the National Geodetic Survey in May 2002..
 CQ6007.The coordinates are valid at the epoch date displayed above.
 CQ6007.The epoch date for horizontal control is a decimal equivalence
 CQ6007.of Year/Month/Day.
 CQ6007
 CQ6007
 CQ6007.The PID for the CORS ARP is AF9610.
 CQ6007
 CQ6007.The XYZ, and position/ellipsoidal ht. are equivalent.
 CQ6007
 CQ6007.The ellipsoidal height was determined by GPS observations
 CQ6007.and is referenced to NAD 83.
 CQ6007
 CQ6007.The geoid height was determined by GEOID03.
 CQ6007
 CQ6007;                    North         East     Units Scale Factor Converg.
 CQ6007;SPC NJ       -   181,979.423   191,392.248   MT  0.99992108   +0 19 00.6
 CQ6007;SPC NJ       -   597,044.16    627,926.07   sFT  0.99992108   +0 19 00.6
 CQ6007
 CQ6007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ6007!SPC NJ       -   1.00000364  x   0.99992108  =   0.99992472
 CQ6007
 CQ6007                          SUPERSEDED SURVEY CONTROL
 CQ6007
 CQ6007  NAD 83(CORS)-  40 28 17.42794(N)    074 00 42.68279(W) AD(2002.00) c
 CQ6007  ELLIP H (03/??/02)  -23.21   (m)                       GP(2002.00) c c
 CQ6007  NAD 83(CORS)-  40 28 17.42762(N)    074 00 42.68447(W) AD(1997.00) c
 CQ6007  NAD 83(CORS)-  40 28 17.42756(N)    074 00 42.68486(W) AD(1996.00) c
 CQ6007  ELLIP H (08/??/96)  -23.21   (m)                       GP(1997.00) c c
 CQ6007  ELLIP H (08/??/96)  -23.21   (m)                       GP(1996.00) c c
 CQ6007
 CQ6007.Superseded values are not recommended for survey control.
 CQ6007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ6007.See file dsdata.txt to determine how the superseded data were derived.
 CQ6007
 CQ6007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8376580561(NAD 83)
 CQ6007_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 CQ6007
 CQ6007                          STATION DESCRIPTION
 CQ6007
 CQ6007'DESCRIBED BY NATIONAL GEODETIC SURVEY
 CQ6007'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 CQ6007'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 CQ6007'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 CQ6007'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 CQ6007'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI0880 ***********************************************************************
 DI0880  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0880  DESIGNATION -  SANDY HOOK 5 CORS ARP
 DI0880  CORS_ID     -  SHK5
 DI0880  PID         -  DI0880
 DI0880  STATE/COUNTY-  NJ/MONMOUTH
 DI0880  USGS QUAD   -  SANDY HOOK (1981)
 DI0880
 DI0880                         *CURRENT SURVEY CONTROL
 DI0880  ___________________________________________________________________
 DI0880* NAD 83(CORS)-  40 28 17.34162(N)    074 00 41.74155(W)     ADJUSTED  
 DI0880* NAVD 88     -                                                        
 DI0880  ___________________________________________________________________
 DI0880  EPOCH DATE  -        2002.00
 DI0880  X           -   1,338,341.772 (meters)                     COMP
 DI0880  Y           -  -4,670,919.737 (meters)                     COMP
 DI0880  Z           -   4,117,936.420 (meters)                     COMP
 DI0880  ELLIP HEIGHT-         -23.25  (meters)          (08/??/06) GPS OBS
 DI0880  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 DI0880
 DI0880  HORZ ORDER  -  SPECIAL (CORS)
 DI0880  ELLP ORDER  -  SPECIAL (CORS)
 DI0880
 DI0880.ITRF positions are available for this station.
 DI0880.The coordinates were established by GPS observations
 DI0880.and adjusted by the National Geodetic Survey in August 2006..
 DI0880.The coordinates are valid at the epoch date displayed above.
 DI0880.The epoch date for horizontal control is a decimal equivalence
 DI0880.of Year/Month/Day.
 DI0880
 DI0880
 DI0880.The PID for the CORS L1 Phase Center is DI0881.
 DI0880
 DI0880.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0880
 DI0880.The ellipsoidal height was determined by GPS observations
 DI0880.and is referenced to NAD 83.
 DI0880
 DI0880.The geoid height was determined by GEOID03.
 DI0880
 DI0880;                    North         East     Units Scale Factor Converg.
 DI0880;SPC NJ       -   181,976.911   191,414.474   MT  0.99992111   +0 19 01.2
 DI0880;SPC NJ       -   597,035.92    627,998.99   sFT  0.99992111   +0 19 01.2
 DI0880
 DI0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0880!SPC NJ       -   1.00000365  x   0.99992111  =   0.99992476
 DI0880
 DI0880                          SUPERSEDED SURVEY CONTROL
 DI0880
 DI0880.No superseded survey control is available for this station.
 DI0880
 DI0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8378780559(NAD 83)
 DI0880_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0880
 DI0880                          STATION DESCRIPTION
 DI0880
 DI0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI0880'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0880'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0880'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0880'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0880'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI0881 ***********************************************************************
 DI0881  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0881  DESIGNATION -  SANDY HOOK 5 CORS L1 PHASE CENTER
 DI0881  CORS_ID     -  SHK5
 DI0881  PID         -  DI0881
 DI0881  STATE/COUNTY-  NJ/MONMOUTH
 DI0881  USGS QUAD   -  SANDY HOOK (1981)
 DI0881
 DI0881                         *CURRENT SURVEY CONTROL
 DI0881  ___________________________________________________________________
 DI0881* NAD 83(CORS)-  40 28 17.34151(N)    074 00 41.74163(W)     ADJUSTED  
 DI0881* NAVD 88     -                                                        
 DI0881  ___________________________________________________________________
 DI0881  EPOCH DATE  -        2002.00
 DI0881  X           -   1,338,341.787 (meters)                     COMP
 DI0881  Y           -  -4,670,919.798 (meters)                     COMP
 DI0881  Z           -   4,117,936.469 (meters)                     COMP
 DI0881  ELLIP HEIGHT-         -23.17  (meters)          (08/??/06) GPS OBS
 DI0881  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 DI0881
 DI0881  HORZ ORDER  -  SPECIAL (CORS)
 DI0881  ELLP ORDER  -  SPECIAL (CORS)
 DI0881
 DI0881.ITRF positions are available for this station.
 DI0881.The coordinates were established by GPS observations
 DI0881.and adjusted by the National Geodetic Survey in August 2006..
 DI0881.The coordinates are valid at the epoch date displayed above.
 DI0881.The epoch date for horizontal control is a decimal equivalence
 DI0881.of Year/Month/Day.
 DI0881
 DI0881
 DI0881.The PID for the CORS ARP is DI0880.
 DI0881
 DI0881.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0881
 DI0881.The ellipsoidal height was determined by GPS observations
 DI0881.and is referenced to NAD 83.
 DI0881
 DI0881.The geoid height was determined by GEOID03.
 DI0881
 DI0881;                    North         East     Units Scale Factor Converg.
 DI0881;SPC NJ       -   181,976.908   191,414.472   MT  0.99992111   +0 19 01.2
 DI0881;SPC NJ       -   597,035.91    627,998.98   sFT  0.99992111   +0 19 01.2
 DI0881
 DI0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0881!SPC NJ       -   1.00000363  x   0.99992111  =   0.99992474
 DI0881
 DI0881                          SUPERSEDED SURVEY CONTROL
 DI0881
 DI0881.No superseded survey control is available for this station.
 DI0881
 DI0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8378780559(NAD 83)
 DI0881_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0881
 DI0881                          STATION DESCRIPTION
 DI0881
 DI0881'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0881'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0881'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0881'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0881'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0881'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI0892 ***********************************************************************
 DI0892  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0892  DESIGNATION -  SANDY HOOK 6 CORS ARP
 DI0892  CORS_ID     -  SHK6
 DI0892  PID         -  DI0892
 DI0892  STATE/COUNTY-  NJ/MONMOUTH
 DI0892  USGS QUAD   -  SANDY HOOK (1981)
 DI0892
 DI0892                         *CURRENT SURVEY CONTROL
 DI0892  ___________________________________________________________________
 DI0892* NAD 83(CORS)-  40 28 17.42679(N)    074 00 42.68526(W)     ADJUSTED  
 DI0892* NAVD 88     -                                                        
 DI0892  ___________________________________________________________________
 DI0892  EPOCH DATE  -        2002.00
 DI0892  X           -   1,338,319.940 (meters)                     COMP
 DI0892  Y           -  -4,670,924.250 (meters)                     COMP
 DI0892  Z           -   4,117,938.444 (meters)                     COMP
 DI0892  ELLIP HEIGHT-         -23.21  (meters)          (08/??/06) GPS OBS
 DI0892  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 DI0892
 DI0892  HORZ ORDER  -  SPECIAL (CORS)
 DI0892  ELLP ORDER  -  SPECIAL (CORS)
 DI0892
 DI0892.ITRF positions are available for this station.
 DI0892.The coordinates were established by GPS observations
 DI0892.and adjusted by the National Geodetic Survey in August 2006..
 DI0892.The coordinates are valid at the epoch date displayed above.
 DI0892.The epoch date for horizontal control is a decimal equivalence
 DI0892.of Year/Month/Day.
 DI0892
 DI0892
 DI0892.The PID for the CORS L1 Phase Center is DI0893.
 DI0892
 DI0892.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0892
 DI0892.The ellipsoidal height was determined by GPS observations
 DI0892.and is referenced to NAD 83.
 DI0892
 DI0892.The geoid height was determined by GEOID03.
 DI0892
 DI0892;                    North         East     Units Scale Factor Converg.
 DI0892;SPC NJ       -   181,979.415   191,392.231   MT  0.99992108   +0 19 00.6
 DI0892;SPC NJ       -   597,044.13    627,926.01   sFT  0.99992108   +0 19 00.6
 DI0892
 DI0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0892!SPC NJ       -   1.00000364  x   0.99992108  =   0.99992472
 DI0892
 DI0892                          SUPERSEDED SURVEY CONTROL
 DI0892
 DI0892.No superseded survey control is available for this station.
 DI0892
 DI0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8376580561(NAD 83)
 DI0892_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0892
 DI0892                          STATION DESCRIPTION
 DI0892
 DI0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI0892'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0892'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0892'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0892'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0892'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI0893 ***********************************************************************
 DI0893  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0893  DESIGNATION -  SANDY HOOK 6 CORS L1 PHASE CENTER
 DI0893  CORS_ID     -  SHK6
 DI0893  PID         -  DI0893
 DI0893  STATE/COUNTY-  NJ/MONMOUTH
 DI0893  USGS QUAD   -  SANDY HOOK (1981)
 DI0893
 DI0893                         *CURRENT SURVEY CONTROL
 DI0893  ___________________________________________________________________
 DI0893* NAD 83(CORS)-  40 28 17.42668(N)    074 00 42.68534(W)     ADJUSTED  
 DI0893* NAVD 88     -                                                        
 DI0893  ___________________________________________________________________
 DI0893  EPOCH DATE  -        2002.00
 DI0893  X           -   1,338,319.956 (meters)                     COMP
 DI0893  Y           -  -4,670,924.311 (meters)                     COMP
 DI0893  Z           -   4,117,938.494 (meters)                     COMP
 DI0893  ELLIP HEIGHT-         -23.13  (meters)          (08/??/06) GPS OBS
 DI0893  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 DI0893
 DI0893  HORZ ORDER  -  SPECIAL (CORS)
 DI0893  ELLP ORDER  -  SPECIAL (CORS)
 DI0893
 DI0893.ITRF positions are available for this station.
 DI0893.The coordinates were established by GPS observations
 DI0893.and adjusted by the National Geodetic Survey in August 2006..
 DI0893.The coordinates are valid at the epoch date displayed above.
 DI0893.The epoch date for horizontal control is a decimal equivalence
 DI0893.of Year/Month/Day.
 DI0893
 DI0893
 DI0893.The PID for the CORS ARP is DI0892.
 DI0893
 DI0893.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0893
 DI0893.The ellipsoidal height was determined by GPS observations
 DI0893.and is referenced to NAD 83.
 DI0893
 DI0893.The geoid height was determined by GEOID03.
 DI0893
 DI0893;                    North         East     Units Scale Factor Converg.
 DI0893;SPC NJ       -   181,979.412   191,392.229   MT  0.99992108   +0 19 00.6
 DI0893;SPC NJ       -   597,044.12    627,926.00   sFT  0.99992108   +0 19 00.6
 DI0893
 DI0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0893!SPC NJ       -   1.00000363  x   0.99992108  =   0.99992471
 DI0893
 DI0893                          SUPERSEDED SURVEY CONTROL
 DI0893
 DI0893.No superseded survey control is available for this station.
 DI0893
 DI0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8376580561(NAD 83)
 DI0893_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0893
 DI0893                          STATION DESCRIPTION
 DI0893
 DI0893'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0893'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0893'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0893'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0893'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0893'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4973 ***********************************************************************
 KV4973  DESIGNATION -  SANDY HOOK CG FLAGPOLE
 KV4973  PID         -  KV4973
 KV4973  STATE/COUNTY-  NJ/MONMOUTH
 KV4973  USGS QUAD   -  SANDY HOOK (1981)
 KV4973
 KV4973                         *CURRENT SURVEY CONTROL
 KV4973  ___________________________________________________________________
 KV4973* NAD 83(1996)-  40 28 16.17844(N)    074 00 43.21368(W)     ADJUSTED  
 KV4973* NAVD 88     -                                                        
 KV4973  ___________________________________________________________________
 KV4973  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 KV4973  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV4973
 KV4973  HORZ ORDER  -  THIRD
 KV4973
 KV4973.The horizontal coordinates were established by classical geodetic methods
 KV4973.and adjusted by the National Geodetic Survey in September 1999..
 KV4973
 KV4973
 KV4973.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4973
 KV4973.The geoid height was determined by GEOID03.
 KV4973
 KV4973;                    North         East     Units Scale Factor Converg.
 KV4973;SPC NJ       -   181,940.844   191,379.997   MT  0.99992107   +0 19 00.3
 KV4973;SPC NJ       -   596,917.59    627,885.87   sFT  0.99992107   +0 19 00.3
 KV4973;UTM  18      - 4,480,522.302   583,753.230   MT  0.99968634   +0 38 28.7
 KV4973
 KV4973                          SUPERSEDED SURVEY CONTROL
 KV4973
 KV4973  NAD 83(1996)-  40 28 16.17824(N)    074 00 43.21354(W) AD(       ) 4
 KV4973  NAD 83(1986)-  40 28 16.17778(N)    074 00 43.21311(W) AD(       ) 4
 KV4973  NAD 27      -  40 28 15.79100(N)    074 00 44.71200(W) AD(       ) 3
 KV4973
 KV4973.Superseded values are not recommended for survey control.
 KV4973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4973.See file dsdata.txt to determine how the superseded data were derived.
 KV4973
 KV4973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8375380522(NAD 83)
 KV4973_MARKER: 62 = FLAGPOLE
 KV4973
 KV4973  HISTORY     - Date     Condition        Report By
 KV4973  HISTORY     - 1940     FIRST OBSERVED   CGS
 KV4973  HISTORY     - 1962     GOOD             CGS
 KV4973  HISTORY     - 19950728 GOOD             USPSQD
 KV4973  HISTORY     - 19950929 GOOD             USPSQD
 KV4973
 KV4973                          STATION DESCRIPTION
 KV4973
 KV4973'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KV4973'IT IS THE CENTER OF THE TOP OF THE FLAGPOLE AT THE SANDY HOOK
 KV4973'COAST GUARD STATION LOCATED AT THE N END OF SANDY HOOK.  THE POLE
 KV4973'IS MOUNTED ON A QUADRIPOD METAL TOWER, AND LOCATED ABOUT 100
 KV4973'YD. NW OF THE COAST GUARD STATION.
 KV4973'
 KV4973'TRIANGULATION STATION HANCOCK 1932, R.M. 4, 1940, IS IN THE NE
 KV4973'CONCRETE FOOTING OF THE TOWER.
 KV4973
 KV4973                          STATION RECOVERY (1962)
 KV4973
 KV4973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV4973'RECOVERED IN GOOD CONDITION.
 KV4973
 KV4973                          STATION RECOVERY (1995)
 KV4973
 KV4973'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4973'RECOVERED IN GOOD CONDITION.
 KV4973
 KV4973                          STATION RECOVERY (1995)
 KV4973
 KV4973'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4960 ***********************************************************************
 KV4960  DESIGNATION -  SANDY HOOK FORT HANCOCK FP
 KV4960  PID         -  KV4960
 KV4960  STATE/COUNTY-  NJ/MONMOUTH
 KV4960  USGS QUAD   -  SANDY HOOK (1981)
 KV4960
 KV4960                         *CURRENT SURVEY CONTROL
 KV4960  ___________________________________________________________________
 KV4960* NAD 83(1996)-  40 27 40.56303(N)    074 00 15.82089(W)     ADJUSTED  
 KV4960* NAVD 88     -                                                        
 KV4960  ___________________________________________________________________
 KV4960  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 KV4960  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV4960
 KV4960  HORZ ORDER  -  THIRD
 KV4960
 KV4960.The horizontal coordinates were established by classical geodetic methods
 KV4960.and adjusted by the National Geodetic Survey in September 1999..
 KV4960
 KV4960
 KV4960.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4960
 KV4960.The geoid height was determined by GEOID03.
 KV4960
 KV4960;                    North         East     Units Scale Factor Converg.
 KV4960;SPC NJ       -   180,845.969   192,031.386   MT  0.99992174   +0 19 17.8
 KV4960;SPC NJ       -   593,325.48    630,022.97   sFT  0.99992174   +0 19 17.8
 KV4960;UTM  18      - 4,479,431.390   584,410.656   MT  0.99968770   +0 38 46.0
 KV4960
 KV4960                          SUPERSEDED SURVEY CONTROL
 KV4960
 KV4960  NAD 83(1996)-  40 27 40.56290(N)    074 00 15.82090(W) AD(       ) 4
 KV4960  NAD 83(1986)-  40 27 40.56289(N)    074 00 15.82045(W) AD(       ) 4
 KV4960  NAD 27      -  40 27 40.16900(N)    074 00 17.32400(W) AD(       ) 3
 KV4960
 KV4960.Superseded values are not recommended for survey control.
 KV4960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4960.See file dsdata.txt to determine how the superseded data were derived.
 KV4960
 KV4960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8441179431(NAD 83)
 KV4960_MARKER: 62 = FLAGPOLE
 KV4960_MARK LOGO: CGS   
 KV4960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4960+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1995
 KV4960
 KV4960  HISTORY     - Date     Condition        Report By
 KV4960  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4960  HISTORY     - 1930     GOOD             CGS
 KV4960  HISTORY     - 1962     GOOD             CGS
 KV4960  HISTORY     - 1985     GOOD             B+OINC
 KV4960  HISTORY     - 19890114 GOOD             NJGS
 KV4960  HISTORY     - 19950622 GOOD             NJGS
 KV4960  HISTORY     - 19971002 GOOD             USPSQD
 KV4960
 KV4960                          STATION DESCRIPTION
 KV4960
 KV4960'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4960'THE DISTANCE TO THE C/L OF THE ROAD IS 21.3 METERS,
 KV4960'TO THE N CORNER OF THE BASE IS 10.1 METERS,
 KV4960'TO THE S CORNER OF THE ROAD IS 10.6 METERS,
 KV4960'AND TO THE W CORNER OF THE ROAD IS 10.8 METERS.
 KV4960'
 KV4960'THE TALL WHITE FLAGPOLE AT THE NORTH END OF THE PARADE GROUND
 KV4960'OF FORT HANCOCK, WEST OF HEADQUARTERS BUILDING.  IT IS AN IRON
 KV4960'FLAGPOLE, APPROXIMATELY 100 FEET HIGH.
 KV4960'
 KV4960'THE STATION IS THE POLE BASE.
 KV4960'
 KV4960'AIR-PHOTO CONTROL MEASUREMENTS WERE TAKEN (AS SHOWN IN THE
 KV4960'SKETCH) TO THE ROAD CENTER LINE AND TO THE CORNERS OF THE
 KV4960'CONCRETE BASE.  THE LATTER BEING SURROUNDED BY A LAWN, SHOULD
 KV4960'PERMIT READY AIR-PHOTO IDENTIFICATION.
 KV4960
 KV4960                          STATION RECOVERY (1930)
 KV4960
 KV4960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 KV4960'RECOVERED IN GOOD CONDITION.
 KV4960
 KV4960                          STATION RECOVERY (1962)
 KV4960
 KV4960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV4960'RECOVERED IN GOOD CONDITION.
 KV4960
 KV4960                          STATION RECOVERY (1985)
 KV4960
 KV4960'RECOVERY NOTE BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV4960'NO TEXT PRESENT ON ORIGINAL FORM
 KV4960
 KV4960                          STATION RECOVERY (1989)
 KV4960
 KV4960'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV4960'RECOVERED IN GOOD CONDITION.
 KV4960
 KV4960                          STATION RECOVERY (1995)
 KV4960
 KV4960'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV4960'THE STATIONS WAS RECOVERED AS DESCRIBED.  STATION 853 1680 TIDAL 6
 KV4960'(KV0713) , WHICH IS SET IN THE FLAGPOLE BASE WAS ALSO RECOVERED AT
 KV4960'THIS TIME.
 KV4960
 KV4960                          STATION RECOVERY (1997)
 KV4960
 KV4960'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV4960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4987 ***********************************************************************
 KV4987  DESIGNATION -  SANDY HOOK LH LIGHT 1835
 KV4987  PID         -  KV4987
 KV4987  STATE/COUNTY-  NJ/MONMOUTH
 KV4987  USGS QUAD   -  SANDY HOOK (1981)
 KV4987
 KV4987                         *CURRENT SURVEY CONTROL
 KV4987  ___________________________________________________________________
 KV4987* NAD 83(1996)-  40 27 42.18558(N)    074 00 07.31095(W)     ADJUSTED  
 KV4987* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4987  ___________________________________________________________________
 KV4987  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 KV4987  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV4987
 KV4987  HORZ ORDER  -  SECOND
 KV4987
 KV4987.The horizontal coordinates were established by classical geodetic methods
 KV4987.and adjusted by the National Geodetic Survey in September 1999..
 KV4987
 KV4987.The orthometric height was scaled from a topographic map.
 KV4987
 KV4987.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4987
 KV4987.The geoid height was determined by GEOID03.
 KV4987
 KV4987;                    North         East     Units Scale Factor Converg.
 KV4987;SPC NJ       -   180,897.140   192,231.580   MT  0.99992195   +0 19 23.4
 KV4987;SPC NJ       -   593,493.37    630,679.78   sFT  0.99992195   +0 19 23.4
 KV4987;UTM  18      - 4,479,483.682   584,610.510   MT  0.99968812   +0 38 51.6
 KV4987
 KV4987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4987!SPC NJ       -   1.00000498  x   0.99992195  =   0.99992693
 KV4987!UTM  18      -   1.00000498  x   0.99968812  =   0.99969310
 KV4987
 KV4987:                Primary Azimuth Mark                     Grid Az
 KV4987:SPC NJ       -  OLD ORCHARD LH                           304 07 34.4
 KV4987:UTM  18      -  OLD ORCHARD LH                           303 48 06.2
 KV4987
 KV4987|---------------------------------------------------------------------|
 KV4987| PID    Reference Object                     Distance      Geod. Az  |
 KV4987|                                                           dddmmss.s |
 KV4987| KV4510 OLD ORCHARD LH                      APPROX. 9.9 KM 3042657.8 |
 KV4987|---------------------------------------------------------------------|
 KV4987
 KV4987                          SUPERSEDED SURVEY CONTROL
 KV4987
 KV4987  NAD 83(1996)-  40 27 42.18555(N)    074 00 07.31083(W) AD(       ) 2
 KV4987  NAD 83(1986)-  40 27 42.18558(N)    074 00 07.30974(W) AD(       ) 2
 KV4987  NAD 27      -  40 27 41.79900(N)    074 00 08.81300(W) AD(       ) 2
 KV4987
 KV4987.Superseded values are not recommended for survey control.
 KV4987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4987.See file dsdata.txt to determine how the superseded data were derived.
 KV4987
 KV4987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8461179484(NAD 83)
 KV4987_MARKER: 13 = LIGHTHOUSE
 KV4987
 KV4987  HISTORY     - Date     Condition        Report By
 KV4987  HISTORY     - 1835     FIRST OBSERVED   COASUR
 KV4987
 KV4987                          STATION DESCRIPTION
 KV4987
 KV4987'DESCRIBED BY COAST SURVEY (CGS) 1835
 KV4987'POSITION DETERMINED BY TRAVERSE FROM SANDY HOOK LIGHTHOUSE FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4984 ***********************************************************************
 KV4984  DESIGNATION -  SANDY HOOK LIGHTHOUSE FINIAL
 KV4984  PID         -  KV4984
 KV4984  STATE/COUNTY-  NJ/MONMOUTH
 KV4984  USGS QUAD   -  SANDY HOOK (1981)
 KV4984
 KV4984                         *CURRENT SURVEY CONTROL
 KV4984  ___________________________________________________________________
 KV4984* NAD 83(1996)-  40 27 42.18618(N)    074 00 07.31089(W)     ADJUSTED  
 KV4984* NAVD 88     -         0.7    (meters)       2.     (feet)  VERTCON   
 KV4984  ___________________________________________________________________
 KV4984  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 KV4984  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV4984
 KV4984  HORZ ORDER  -  SECOND
 KV4984
 KV4984.The horizontal coordinates were established by classical geodetic methods
 KV4984.and adjusted by the National Geodetic Survey in September 1999..
 KV4984
 KV4984.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV4984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV4984
 KV4984.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4984
 KV4984.The geoid height was determined by GEOID03.
 KV4984
 KV4984;                    North         East     Units Scale Factor Converg.
 KV4984;SPC NJ       -   180,897.159   192,231.582   MT  0.99992195   +0 19 23.4
 KV4984;SPC NJ       -   593,493.43    630,679.78   sFT  0.99992195   +0 19 23.4
 KV4984;UTM  18      - 4,479,483.701   584,610.512   MT  0.99968812   +0 38 51.6
 KV4984
 KV4984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4984!SPC NJ       -   1.00000498  x   0.99992195  =   0.99992693
 KV4984!UTM  18      -   1.00000498  x   0.99968812  =   0.99969310
 KV4984
 KV4984                          SUPERSEDED SURVEY CONTROL
 KV4984
 KV4984  NAD 83(1996)-  40 27 42.18613(N)    074 00 07.31066(W) AD(       ) 2
 KV4984  NAD 83(1986)-  40 27 42.18609(N)    074 00 07.31015(W) AD(       ) 2
 KV4984  NAD 27      -  40 27 41.79800(N)    074 00 08.81100(W) AD(       ) 2
 KV4984  NGVD 29 (09/24/91)    1.0    (m)            3.     (f) VERT ANG       
 KV4984
 KV4984.Superseded values are not recommended for survey control.
 KV4984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4984.See file dsdata.txt to determine how the superseded data were derived.
 KV4984
 KV4984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8461179484(NAD 83)
 KV4984_MARKER: 13 = LIGHTHOUSE
 KV4984_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4984_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4984+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1995
 KV4984
 KV4984  HISTORY     - Date     Condition        Report By
 KV4984  HISTORY     - 1817     FIRST OBSERVED   COASUR
 KV4984  HISTORY     - 1835     GOOD             COASUR
 KV4984  HISTORY     - 1926     GOOD             CGS
 KV4984  HISTORY     - 1930     GOOD             CGS
 KV4984  HISTORY     - 1932     GOOD             CGS
 KV4984  HISTORY     - 1940     GOOD             CGS
 KV4984  HISTORY     - 1981     GOOD             NOS
 KV4984  HISTORY     - 1985     GOOD             B+OINC
 KV4984  HISTORY     - 1986     GOOD             NOS
 KV4984  HISTORY     - 1988     GOOD             NOSAMC
 KV4984  HISTORY     - 19950622 GOOD             NJGS
 KV4984  HISTORY     - 19950728 GOOD             USPSQD
 KV4984
 KV4984                          STATION DESCRIPTION
 KV4984
 KV4984'DESCRIBED BY COAST SURVEY (CGS) 1835
 KV4984'THIS STATION IS THE KNOB ON THE TOP OF THE MAIN LIGHTHOUSE OF
 KV4984'SANDY HOOK.  THE TOWER IS OCTAGONAL IN SHAPE AND IS CONSTRUCTED OF
 KV4984'BRICK, PAINTED WHITE.  THE TOWER IS SURMOUNTED BY AN OCTAGONAL
 KV4984'CUPOLA MADE OF METAL AND GLASS WITH A FLAT PYRAMIDAL ROOF ON THE
 KV4984'TOP OF WHICH IS THE STATION.  IT IS IN THIS CUPOLA THAT THE
 KV4984'LANTERN IS PLACED.  THE CUPOLA IS MUCH SMALLER THAN THE TOP OF
 KV4984'THE BRICK TOWER, WHICH HAS A COPPER COVERING AND IS SURROUNDED
 KV4984'BY A LIGHT IRON HAND RAIL.  THE CENTER OF THE CUPOLA WAS
 KV4984'OBTAINED BY STRETCHING STRINGS FROM THE CORNERS AND TAKING
 KV4984'INTERSECTIONS SO OBTAINED.
 KV4984
 KV4984                          STATION RECOVERY (1926)
 KV4984
 KV4984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (RFS)
 KV4984'SANDY HOOK LIGHTHOUSE AS ORIGINALLY DESCRIBED, IS IN GOOD
 KV4984'CONDITION.  A NEW ECCENTRIC SET-UP WAS USED, BUT NOT MARKED.
 KV4984
 KV4984                          STATION RECOVERY (1930)
 KV4984
 KV4984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4984'RECOVERED (IN GOOD CONDITION) IN THE TRIANG. OF
 KV4984'GREATER NEW YORK, 1903-08--WITH THE FOLLOWING EXCEPTION.  THE
 KV4984'TOWER IS SURMOUNTED BY A DECAGONAL, BLACK, IRON-AND-GLASS CUPOLA
 KV4984'WITH A PYRAMIDAL ROOF ON THE TOP OF WHICH IS THE STATION.
 KV4984'
 KV4984'AN ECCENTRIC SET-UP (ON THE TOWER PLATFORM) WAS USED BUT NOT
 KV4984'MARKED--THE CENTER DIRECTION BEING OBTAINED BY DIRECT POINTING
 KV4984'ON THE ROUND BRASS CENTER POLE WITHIN THE CUPOLA.  THERE IS
 KV4984'SUFFICIENT ROOM, BUT POOR FOOTING, FOR A NORMAL TRIPOD SET-UP
 KV4984'ON THIS PLATFORM.
 KV4984
 KV4984                          STATION RECOVERY (1932)
 KV4984
 KV4984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4984'RECOVERED (IN GOOD CONDITION) FROM THE 1903-08 AND 1930
 KV4984'DESCRIPTION.
 KV4984'
 KV4984'A COMPLETE AND CORRECT DESCRIPTION FOLLOWS--THIS STATION IS
 KV4984'WITHIN THE FORT HANCOCK MILITARY RESERVATION, A MILE SE OF THE
 KV4984'PRESENT TIP OF SANDY HOOK AND NEARER TO THE W SIDE OF THE
 KV4984'HOOK.  IT IS LOCATED JUST NE OF THE PARADE GROUND ATOP THE
 KV4984'ORIGINAL SANDY HOOK LIGHTHOUSE--AN OCTAGONAL, TAPERING,
 KV4984'WHITEWASHED-BRICK TOWER OF EXCEPTIONALLY HEAVY CONSTRUCTION.
 KV4984'THE TOWER IS SURMOUNTED BY A SMALL-SIZED DECAGONAL, BLACK,
 KV4984'IRON-AND-GLASS CUPOLA WITH A PYRAMIDAL ROOF.
 KV4984'
 KV4984'CENTER IS THE BALL-APEX OF THE CUPOLA.  THIS WAS ACCURATELY
 KV4984'DROPPED BY THEODOLITE FROM PLATFORM SET-UPS TO A POINT ON THE
 KV4984'BUILT-UP LIGHT BASE.  ALL ECCENTRIC DIRECTIONS AND DISTANCES WERE
 KV4984'TAKEN TO THIS POINT.  (INASMUCH AS THE CUPOLA LEANS SLIGHTLY
 KV4984'OFF PLUMB THIS DROPPED POINT DOES NOT COINCIDE WITH THE CENTER
 KV4984'OF THE CUPOLA FLOOR, NOR WITH ITS CENTRAL BRASS PIPE).  TWO
 KV4984'ECCENTRIC SET-UPS WERE EACH MARKED BY A DROP OF SOLDER IN A
 KV4984'PUNCH-HOLE IN THE COPPER SHEATHING OF THE PLATFORM--ECC.1
 KV4984'LOCATED N OF THE FIRST FLOOR SEAM CLOCKWISE FROM THE CUPOLA
 KV4984'DOOR.  ECC.2 E OF THE FOURTH FLOOR SEAM CLOCKWISE AND W OF THE
 KV4984'THIRD SEAM COUNTER-CLOCKWISE FROM THIS DOOR.  TO FACILITATE
 KV4984'FUTURE OCCUPANCIES OF THIS STATION THESE WERE ALSO
 KV4984'REFERENCED, AS FOLLOWS--
 KV4984'
 KV4984'(ECC.1)--NORMAL TO EXTREME OUTER EDGE OF PLATFORM 0.39 METERS.
 KV4984'
 KV4984'NORMAL TO NEAREST EDGE OF CUPOLA FLANGE 0.745 METERS.
 KV4984'
 KV4984'TO NEAREST VERTICAL EDGE OF RAIL STANCHION TO S 0.66 METERS.
 KV4984'
 KV4984'TO NEAREST VERTICAL EDGE OF RAIL STANCHION TO N 0.385 METERS.
 KV4984'
 KV4984'(ECC.2)--NORMAL TO TOP OUTER EDGE OF PLATFORM 0.38 METERS.
 KV4984'
 KV4984'NORMAL TO NEAREST EDGE OF CUPOLA FLANGE 0.68 METERS.
 KV4984'
 KV4984'NORMAL TO CENTER OF W FLOOR SEAM (FOURTH CLOCKWISE FROM DOOR)
 KV4984'0.638 METERS.
 KV4984'
 KV4984'NORMAL TO CENTER OF E FLOOR SEAM (THIRD COUNTER-CLOCKWISE FROM
 KV4984'DOOR) 0.910 METERS.
 KV4984'
 KV4984'TO NEAREST VERTICAL EDGES OF THREE RAIL-STANCHIONS ON THE
 KV4984'PLATFORM SECTOR BETWEEN SEAMS ABOVE MENTIONED--W STANCHION
 KV4984'0.717 METERS.
 KV4984'
 KV4984'MIDDLE STANCHION 0.365 METERS.
 KV4984'
 KV4984'E STANCHION 1.010 METERS.
 KV4984'
 KV4984'THERE IS SUFFICIENT ROOM AND FAIR FOOTING FOR ECCENTRIC TRIPOD
 KV4984'SET-UPS ON THE TOWER PLATFORM OUTSIDE THE CUPOLA.  LEAD-BLOCK
 KV4984'FOOTINGS ARE RECOMMENDED TO PREVENT LEG-SLIP ON THE
 KV4984'COPPER-SHEATHING.  NO OBSERVERS PLATFORM IS NECESSARY.
 KV4984'
 KV4984'THE BASE OF THIS LIGHTHOUSE IS SUFFICIENTLY LARGE TO PERMIT OF
 KV4984'AIR-PHOTO IDENTIFICATION.
 KV4984
 KV4984                          STATION RECOVERY (1940)
 KV4984
 KV4984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KV4984'STATION RECOVERED.  THE DESCRIPTION BY R.W. WOODWORTH IN 1932 IS
 KV4984'ADEQUATE.  THE LIGHT IS ECCENTRIC FROM THIS POINT.  THE
 KV4984'ECCENTRICITY WAS DETERMINED BY LOCATING BOTH THE BALL AND THE
 KV4984'LIGHT BY INTERSECTION.
 KV4984
 KV4984                          STATION RECOVERY (1981)
 KV4984
 KV4984'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 KV4984'STATION RECOVERED IN GOOD CONDITION.
 KV4984
 KV4984                          STATION RECOVERY (1985)
 KV4984
 KV4984'RECOVERY NOTE BY BARBER AND OYLER, INCORPORATED 1985 (KDB)
 KV4984'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KV4984
 KV4984                          STATION RECOVERY (1986)
 KV4984
 KV4984'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KV4984'THE STATION WAS RECOVERED AT THIS DATE.
 KV4984'THE STATION MAY BE LISTING.  SEVERAL AZIMUTH CUTS WERE MADE TO
 KV4984'IT AS WELL AS SEVERAL OTHER LANDMARK STATIONS IN THE AREA.  THE
 KV4984'OTHER STATIONS CHECKED VERY WELL BUT THE FINIAL MISSED BY SEVERAL
 KV4984'SECONDS.
 KV4984'
 KV4984'RECOVERED BY R DECROIX.
 KV4984
 KV4984                          STATION RECOVERY (1988)
 KV4984
 KV4984'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KV4984'THE STATION WAS RECOVERED IN GOOD CONDITION.
 KV4984
 KV4984                          STATION RECOVERY (1995)
 KV4984
 KV4984'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV4984'RECOVERED AS DESCRIBED.
 KV4984
 KV4984                          STATION RECOVERY (1995)
 KV4984
 KV4984'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3552 ***********************************************************************
 KV3552  DESIGNATION -  SANDY HOOK LIGHTHOUSE ECC
 KV3552  PID         -  KV3552
 KV3552  STATE/COUNTY-  NJ/MONMOUTH
 KV3552  USGS QUAD   -  SANDY HOOK (1981)
 KV3552
 KV3552                         *CURRENT SURVEY CONTROL
 KV3552  ___________________________________________________________________
 KV3552* NAD 83(1996)-  40 27 42.19288(N)    074 00 07.23097(W)     ADJUSTED  
 KV3552* NAVD 88     -        27.7    (meters)      91.     (feet)  VERTCON   
 KV3552  ___________________________________________________________________
 KV3552  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 KV3552  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV3552
 KV3552  HORZ ORDER  -  THIRD
 KV3552
 KV3552.The horizontal coordinates were established by classical geodetic methods
 KV3552.and adjusted by the National Geodetic Survey in September 1999..
 KV3552
 KV3552.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3552
 KV3552.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3552
 KV3552.The geoid height was determined by GEOID03.
 KV3552
 KV3552;                    North         East     Units Scale Factor Converg.
 KV3552;SPC NJ       -   180,897.376   192,233.463   MT  0.99992195   +0 19 23.4
 KV3552;SPC NJ       -   593,494.14    630,685.95   sFT  0.99992195   +0 19 23.4
 KV3552;UTM  18      - 4,479,483.929   584,612.391   MT  0.99968812   +0 38 51.6
 KV3552
 KV3552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3552!SPC NJ       -   1.00000074  x   0.99992195  =   0.99992269
 KV3552!UTM  18      -   1.00000074  x   0.99968812  =   0.99968886
 KV3552
 KV3552                          SUPERSEDED SURVEY CONTROL
 KV3552
 KV3552  NAD 83(1996)-  40 27 42.19283(N)    074 00 07.23093(W) AD(       ) 3
 KV3552  NAD 83(1986)-  40 27 42.19185(N)    074 00 07.22946(W) AD(       ) 3
 KV3552  NGVD 29 (06/15/87)   28.1    (m)           92.     (f) VERT ANG       
 KV3552
 KV3552.Superseded values are not recommended for survey control.
 KV3552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3552.See file dsdata.txt to determine how the superseded data were derived.
 KV3552
 KV3552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8461279484(NAD 83)
 KV3552_MARKER: Z = SEE DESCRIPTION
 KV3552_SETTING: 0 = UNSPECIFIED SETTING
 KV3552_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3552
 KV3552  HISTORY     - Date     Condition        Report By
 KV3552  HISTORY     - 1986     MONUMENTED       NOS
 KV3552  HISTORY     - 19950728 MARK NOT FOUND   USPSQD
 KV3552  HISTORY     - 19960621 GOOD             USPSQD
 KV3552
 KV3552                          STATION DESCRIPTION
 KV3552
 KV3552'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KV3552'THIS STATION IS LOCATED ON THE SANDY HOOK LIGHTHOUSE WITHIN THE
 KV3552'NATIONAL PARK SERVICES, SANDY HOOK UNIT, ON THE OLD FORT HANCOCK
 KV3552'MILITARY RESERVATION.
 KV3552'
 KV3552'TO REACH DRIVE ONTO THE SANDY HOOK RECREATIONAL AREA, NORTH FROM
 KV3552'HIGHLANDS, NEW JERSEY TO THE OLD SANDY HOOK LIGHTHOUSE AND THE
 KV3552'ON THE EASTERN SIDE OF THE CATWALK.  PERMISSION MUST BE OBTAINED
 KV3552'FROM THE U S COAST GUARD, SANDY HOOK, FOR ACCESS TO THE LIGHTHOUSE.
 KV3552'
 KV3552'THE STATION IS A WASHER EPOXIED TO THE CATWALK ALONG THE EASTERLY
 KV3552'SIDE OF THE METAL WALK.
 KV3552'
 KV3552'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 KV3552'
 KV3552'DESCRIBED BY R DECROIX.
 KV3552
 KV3552                          STATION RECOVERY (1995)
 KV3552
 KV3552'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3552'MARK NOT FOUND.
 KV3552
 KV3552                          STATION RECOVERY (1996)
 KV3552
 KV3552'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV3552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4968 ***********************************************************************
 KV4968  DESIGNATION -  SANDY HOOK LORAN RECIEVING ANT
 KV4968  PID         -  KV4968
 KV4968  STATE/COUNTY-  NJ/MONMOUTH
 KV4968  USGS QUAD   -  SANDY HOOK (1981)
 KV4968
 KV4968                         *CURRENT SURVEY CONTROL
 KV4968  ___________________________________________________________________
 KV4968* NAD 83(1996)-  40 28 21.65822(N)    074 00 47.14807(W)     ADJUSTED  
 KV4968* NAVD 88     -                                                        
 KV4968  ___________________________________________________________________
 KV4968  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 KV4968  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV4968
 KV4968  HORZ ORDER  -  THIRD
 KV4968
 KV4968.The horizontal coordinates were established by classical geodetic methods
 KV4968.and adjusted by the National Geodetic Survey in September 1999..
 KV4968.No horizontal observational check was made to the station.
 KV4968
 KV4968
 KV4968.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4968
 KV4968.The geoid height was determined by GEOID03.
 KV4968
 KV4968;                    North         East     Units Scale Factor Converg.
 KV4968;SPC NJ       -   182,109.343   191,286.392   MT  0.99992098   +0 18 57.8
 KV4968;SPC NJ       -   597,470.40    627,578.77   sFT  0.99992098   +0 18 57.8
 KV4968;UTM  18      - 4,480,690.229   583,658.694   MT  0.99968615   +0 38 26.2
 KV4968
 KV4968                          SUPERSEDED SURVEY CONTROL
 KV4968
 KV4968  NAD 83(1996)-  40 28 21.65802(N)    074 00 47.14794(W) AD(       ) 4
 KV4968  NAD 83(1986)-  40 28 21.65776(N)    074 00 47.14738(W) AD(       ) 4
 KV4968  NAD 27      -  40 28 21.28000(N)    074 00 48.63000(W) AD(       ) 3
 KV4968
 KV4968.Superseded values are not recommended for survey control.
 KV4968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4968.See file dsdata.txt to determine how the superseded data were derived.
 KV4968
 KV4968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8365980690(NAD 83)
 KV4968_MARKER: 92 = ANTENNA ON ROOF
 KV4968
 KV4968  HISTORY     - Date     Condition        Report By
 KV4968  HISTORY     - 1955     FIRST OBSERVED   CGS
 KV4968  HISTORY     - 1962     GOOD             CGS
 KV4968  HISTORY     - 19950728 GOOD             USPSQD
 KV4968
 KV4968                          STATION DESCRIPTION
 KV4968
 KV4968'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KV4968'THE STATION IS ON TOP OF A 75 FT. WOOD POLE ON THE NORTH EDGE OF
 KV4968'THE CROSS TIE.  THE POLE IS 800 FT. NORTHWEST OF THE COAST GUARD
 KV4968'ADMINISTRATION BUILDING AND 500 FT. WEST-NORTHWEST OF THE COAST
 KV4968'GUARD BUILDING HOUSING THE LORAN OPERATING EQUIPMENT AND 344
 KV4968'FT. SOUTHWEST OF THE LORAN TRANSMITTER.
 KV4968'
 KV4968'THE POINT OBSERVED UPON WAS THE LOWER SECTION OF THE EYE BOLT
 KV4968'WHERE THE ANTENNA IS ATTACHED TO THE CROSS TIE.
 KV4968
 KV4968                          STATION RECOVERY (1962)
 KV4968
 KV4968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV4968'RECOVERED IN GOOD CONDITION.  DESCRIPTION NOT AVAILABLE, THE LORAN
 KV4968'RECEIVING ANTENNA, A 3-CORNERED LATTICE MAST, ABOUT 500 FEET EAST
 KV4968'OF THE SANDY HOOK COAST GUARD STATION.
 KV4968
 KV4968                          STATION RECOVERY (1995)
 KV4968
 KV4968'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4974 ***********************************************************************
 KV4974  DESIGNATION -  SANDY HOOK LORAN SITE 1950
 KV4974  PID         -  KV4974
 KV4974  STATE/COUNTY-  NJ/MONMOUTH
 KV4974  USGS QUAD   -  SANDY HOOK (1981)
 KV4974
 KV4974                         *CURRENT SURVEY CONTROL
 KV4974  ___________________________________________________________________
 KV4974* NAD 83(1996)-  40 28 21.94554(N)    074 00 42.71197(W)     ADJUSTED  
 KV4974* NAVD 88     -                                                        
 KV4974  ___________________________________________________________________
 KV4974  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 KV4974  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV4974
 KV4974  HORZ ORDER  -  THIRD
 KV4974
 KV4974.The horizontal coordinates were established by classical geodetic methods
 KV4974.and adjusted by the National Geodetic Survey in September 1999..
 KV4974.No horizontal observational check was made to the station.
 KV4974
 KV4974
 KV4974.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4974
 KV4974.The geoid height was determined by GEOID03.
 KV4974
 KV4974;                    North         East     Units Scale Factor Converg.
 KV4974;SPC NJ       -   182,118.781   191,390.831   MT  0.99992108   +0 19 00.6
 KV4974;SPC NJ       -   597,501.37    627,921.42   sFT  0.99992108   +0 19 00.6
 KV4974;UTM  18      - 4,480,700.257   583,763.053   MT  0.99968636   +0 38 29.1
 KV4974
 KV4974                          SUPERSEDED SURVEY CONTROL
 KV4974
 KV4974  NAD 83(1996)-  40 28 21.94534(N)    074 00 42.71184(W) AD(       ) 4
 KV4974  NAD 83(1986)-  40 28 21.94507(N)    074 00 42.71130(W) AD(       ) 4
 KV4974  NAD 27      -  40 28 21.55900(N)    074 00 44.19600(W) AD(       ) 3
 KV4974
 KV4974.Superseded values are not recommended for survey control.
 KV4974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4974.See file dsdata.txt to determine how the superseded data were derived.
 KV4974
 KV4974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8376380700(NAD 83)
 KV4974
 KV4974  HISTORY     - Date     Condition        Report By
 KV4974  HISTORY     - 1950     FIRST OBSERVED   CGS
 KV4974  HISTORY     - 1955     GOOD             CGS
 KV4974  HISTORY     - 19950728 MARK NOT FOUND   USPSQD
 KV4974
 KV4974                          STATION DESCRIPTION
 KV4974
 KV4974'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KV4974'STATION HANCOCK IS LOCATED ON SANDY HOOK, NEW JERSEY.  REACHED BY
 KV4974'GOING THROUGH THE FORT HANCOCK MILITARY RESERVATION.  MARK IS
 KV4974'LOCATED 94.4 FEET ENE OF NE CORNER OF THE U.S. COAST GUARD
 KV4974'STATION SANDY HOOK.
 KV4974'
 KV4974'THE STATION HANCOCK WAS UNCOVERED ON 27 JUNE 1950 FOR USE IN
 KV4974'DETERMINING THE POSITION OF THE SANDY HOOK LORAN STATION.
 KV4974
 KV4974                          STATION RECOVERY (1955)
 KV4974
 KV4974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JHB)
 KV4974'THIS STATION WAS ESTABLISHED IN JULY 1950 AND NOT DESCRIBED.
 KV4974'
 KV4974'THE STATION IS THE CENTER OF A 2-INCH GALVENIZED PIPE PROJECTING
 KV4974'3 INCHES ABOVE THE GROUND ABOUT 700 FT. NORTH OF THE COAST GUARD
 KV4974'ADMINISTRATION BUILDING AT SANDY HOOK.
 KV4974'
 KV4974'IT IS LOCATED MID-WAY BETWEEN TWO LARGE STEEL TOWERS SUPPORTING
 KV4974'THE LORAN TRANSMITTING ANTENNA.  THE LEAD-IN CABLE CONNECTS THE
 KV4974'ANTENNA TO THE INSULATOR WHICH IS ATTACHED TO THE GALVANIZED PIPE
 KV4974'WHICH IS THE STATION.
 KV4974
 KV4974                          STATION RECOVERY (1995)
 KV4974
 KV4974'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4974'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4965 ***********************************************************************
 KV4965  DESIGNATION -  SANDY HOOK POINT LIGHT
 KV4965  PID         -  KV4965
 KV4965  STATE/COUNTY-  NJ/MONMOUTH
 KV4965  USGS QUAD   -  SANDY HOOK (1981)
 KV4965
 KV4965                         *CURRENT SURVEY CONTROL
 KV4965  ___________________________________________________________________
 KV4965* NAD 83(1996)-  40 28 14.85062(N)    074 01 07.26558(W)     ADJUSTED  
 KV4965* NAVD 88     -                                                        
 KV4965  ___________________________________________________________________
 KV4965  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 KV4965  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV4965
 KV4965  HORZ ORDER  -  THIRD
 KV4965
 KV4965.The horizontal coordinates were established by classical geodetic methods
 KV4965.and adjusted by the National Geodetic Survey in September 1999..
 KV4965
 KV4965
 KV4965.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4965
 KV4965.The geoid height was determined by GEOID03.
 KV4965
 KV4965;                    North         East     Units Scale Factor Converg.
 KV4965;SPC NJ       -   181,896.780   190,813.691   MT  0.99992050   +0 18 44.7
 KV4965;SPC NJ       -   596,773.02    626,027.92   sFT  0.99992050   +0 18 44.7
 KV4965;UTM  18      - 4,480,475.042   583,187.315   MT  0.99968518   +0 38 13.1
 KV4965
 KV4965                          SUPERSEDED SURVEY CONTROL
 KV4965
 KV4965  NAD 83(1996)-  40 28 14.85040(N)    074 01 07.26543(W) AD(       ) 4
 KV4965  NAD 83(1986)-  40 28 14.85019(N)    074 01 07.26525(W) AD(       ) 4
 KV4965  NAD 27      -  40 28 14.46300(N)    074 01 08.75800(W) AD(       ) 3
 KV4965
 KV4965.Superseded values are not recommended for survey control.
 KV4965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4965.See file dsdata.txt to determine how the superseded data were derived.
 KV4965
 KV4965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8318780475(NAD 83)
 KV4965_MARKER: 14 = NAVIGATION LIGHT
 KV4965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4965+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1995
 KV4965
 KV4965  HISTORY     - Date     Condition        Report By
 KV4965  HISTORY     - 1940     FIRST OBSERVED   CGS
 KV4965  HISTORY     - 1972     GOOD             NGS
 KV4965  HISTORY     - 19920728 GOOD             USPSQD
 KV4965  HISTORY     - 19950622 GOOD             NJGS
 KV4965
 KV4965                          STATION DESCRIPTION
 KV4965
 KV4965'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KV4965'IT IS THE CENTER OF THE LANTERN OF THE SANDY HOOK POINT LIGHT.
 KV4965'
 KV4965'THE LIGHT IS AN AUTOMATIC FIXED WHITE LIGHT.  THE LANTERN IS
 KV4965'ON THE TOP OF A METAL QUADRIPOD STRUCTURE WHICH HAS A SQUARE
 KV4965'CONCRETE BASE.  IT IS LOCATED ON THE INSHORE END OF THE NEW ROCK
 KV4965'JETTY AT THE EXTREME NW TIP OF SANDY HOOK.
 KV4965
 KV4965                          STATION RECOVERY (1972)
 KV4965
 KV4965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KV4965'RECOVERED.
 KV4965'
 KV4965'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV4965'IN THE APPROX. CENTER OF FORT HANCOCK.
 KV4965
 KV4965                          STATION RECOVERY (1992)
 KV4965
 KV4965'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV4965'RECOVERED IN GOOD CONDITION.
 KV4965
 KV4965                          STATION RECOVERY (1995)
 KV4965
 KV4965'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV4965'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4988 ***********************************************************************
 KV4988  DESIGNATION -  SANDY HOOK SHORAN
 KV4988  PID         -  KV4988
 KV4988  STATE/COUNTY-  NJ/MONMOUTH
 KV4988  USGS QUAD   -  SANDY HOOK (1981)
 KV4988
 KV4988                         *CURRENT SURVEY CONTROL
 KV4988  ___________________________________________________________________
 KV4988* NAD 83(1996)-  40 28 14.70728(N)    074 00 39.43245(W)     ADJUSTED  
 KV4988* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV4988  ___________________________________________________________________
 KV4988  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 KV4988  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV4988
 KV4988  HORZ ORDER  -  THIRD
 KV4988
 KV4988.The horizontal coordinates were established by classical geodetic methods
 KV4988.and adjusted by the National Geodetic Survey in September 1999..
 KV4988
 KV4988.The orthometric height was scaled from a topographic map.
 KV4988
 KV4988.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4988
 KV4988.The geoid height was determined by GEOID03.
 KV4988
 KV4988;                    North         East     Units Scale Factor Converg.
 KV4988;SPC NJ       -   181,895.962   191,469.313   MT  0.99992116   +0 19 02.7
 KV4988;SPC NJ       -   596,770.34    628,178.90   sFT  0.99992116   +0 19 02.7
 KV4988;UTM  18      - 4,480,477.938   583,842.778   MT  0.99968653   +0 38 31.2
 KV4988
 KV4988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4988!SPC NJ       -   1.00000482  x   0.99992116  =   0.99992598
 KV4988!UTM  18      -   1.00000482  x   0.99968653  =   0.99969135
 KV4988
 KV4988                          SUPERSEDED SURVEY CONTROL
 KV4988
 KV4988  NAD 83(1996)-  40 28 14.70708(N)    074 00 39.43232(W) AD(       ) 3
 KV4988  NAD 83(1986)-  40 28 14.70683(N)    074 00 39.43179(W) AD(       ) 3
 KV4988  NAD 27      -  40 28 14.32179(N)    074 00 40.93005(W) AD(       ) 3
 KV4988
 KV4988.Superseded values are not recommended for survey control.
 KV4988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4988.See file dsdata.txt to determine how the superseded data were derived.
 KV4988
 KV4988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8384380478(NAD 83)
 KV4988_MARKER: 55 = TOWER
 KV4988
 KV4988  HISTORY     - Date     Condition        Report By
 KV4988  HISTORY     - 1957     FIRST OBSERVED   CGS
 KV4988  HISTORY     - 19950728 GOOD             USPSQD
 KV4988
 KV4988                          STATION DESCRIPTION
 KV4988
 KV4988'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (HEF)
 KV4988'THE STATION IS THE CENTER OF THE SHORAN MAST LOCATED ON NAVY
 KV4988'PROPERTY JUST S OF THE SANDY HOOK COAST GUARD STATION.  THE
 KV4988'TOWER IS ABOUT 200 FT. SE OF THE MAIN COAST GUARD BUILDING
 KV4988'ON THE W SIDE OF MINING CASEMATE.  THE TOWER IS A FOUR-LEGGED
 KV4988'STEEL STRUCTURE 207 FT. IN HEIGHT.
 KV4988'
 KV4988'THE CENTER IS MARKED BY A STANDARD DISK STAMPED SANDY HOOK
 KV4988'SHORAN 1957 AND PROJECTING 3 IN.
 KV4988'
 KV4988'NO REFERENCE MARKS WERE SET.
 KV4988
 KV4988                          STATION RECOVERY (1995)
 KV4988
 KV4988'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4977 ***********************************************************************
 KV4977  DESIGNATION -  SANDY HOOK STANDPIPE
 KV4977  PID         -  KV4977
 KV4977  STATE/COUNTY-  NJ/MONMOUTH
 KV4977  USGS QUAD   -  SANDY HOOK (1981)
 KV4977
 KV4977                         *CURRENT SURVEY CONTROL
 KV4977  ___________________________________________________________________
 KV4977* NAD 83(1996)-  40 28 08.97941(N)    074 00 26.59912(W)     ADJUSTED  
 KV4977* NAVD 88     -                                                        
 KV4977  ___________________________________________________________________
 KV4977  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 KV4977  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV4977
 KV4977  HORZ ORDER  -  THIRD
 KV4977
 KV4977.The horizontal coordinates were established by classical geodetic methods
 KV4977.and adjusted by the National Geodetic Survey in September 1999..
 KV4977
 KV4977
 KV4977.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4977
 KV4977.The geoid height was determined by GEOID03.
 KV4977
 KV4977;                    North         East     Units Scale Factor Converg.
 KV4977;SPC NJ       -   181,720.981   191,772.583   MT  0.99992147   +0 19 11.0
 KV4977;SPC NJ       -   596,196.25    629,173.88   sFT  0.99992147   +0 19 11.0
 KV4977;UTM  18      - 4,480,304.718   584,146.963   MT  0.99968716   +0 38 39.4
 KV4977
 KV4977                          SUPERSEDED SURVEY CONTROL
 KV4977
 KV4977  NAD 83(1996)-  40 28 08.97936(N)    074 00 26.59899(W) AD(       ) 4
 KV4977  NAD 83(1986)-  40 28 08.97867(N)    074 00 26.59809(W) AD(       ) 4
 KV4977  NAD 27      -  40 28 08.59100(N)    074 00 28.09800(W) AD(       ) 3
 KV4977
 KV4977.Superseded values are not recommended for survey control.
 KV4977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4977.See file dsdata.txt to determine how the superseded data were derived.
 KV4977
 KV4977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8414780305(NAD 83)
 KV4977_MARKER: 52 = STANDPIPE TANK
 KV4977_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4977+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1995
 KV4977
 KV4977  HISTORY     - Date     Condition        Report By
 KV4977  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV4977  HISTORY     - 1962     GOOD             CGS
 KV4977  HISTORY     - 1972     GOOD             NGS
 KV4977  HISTORY     - 1983     GOOD             USPSQD
 KV4977  HISTORY     - 1986     GOOD             NOS
 KV4977  HISTORY     - 19950622 GOOD             NJGS
 KV4977  HISTORY     - 19950728 GOOD             USPSQD
 KV4977
 KV4977                          STATION DESCRIPTION
 KV4977
 KV4977'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4977'THE STATION IS THE PROMINENT WATER-STORAGE TANK ON SANDY HOOK
 KV4977'POINT, E OF THE TELEGRAPH TOWERS.  IT IS A CYLINDRICAL, GRAY,
 KV4977'IRON TANK OF LARGE DIAMETER, WITH A SLIGHTLY CAMBERED TOP -- ONE
 KV4977'OF THE MORE PROMINENT LANDMARKS ON THE HOOK.
 KV4977'
 KV4977'THE STATION IS THE CENTER OF THE CAP AT ITS APEX, APPROXIMATELY
 KV4977'75 FEET ABOVE GROUND.
 KV4977'
 KV4977'THIS TANK IS LARGE ENOUGH FOR POSSIBLE AIR-PHOTO IDENTIFICATION.
 KV4977
 KV4977                          STATION RECOVERY (1962)
 KV4977
 KV4977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV4977'RECOVERED IN GOOD CONDITION.  THE STANDPIPE SETS
 KV4977'ON AN EARTH-FILLED STONE FOUNDATION, THE WALLS OF WHICH ARE CUT
 KV4977'STONE AND ABOUT 30 FEET HIGH.  IT IS OF SOMEWHAT IRREGULAR SHAPE,
 KV4977'AND MUCH LARGER THAN THE DIAMETER OF THE STANDPIPE.
 KV4977
 KV4977                          STATION RECOVERY (1972)
 KV4977
 KV4977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KV4977'RECOVERED.
 KV4977'
 KV4977'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV4977'IN NORTH PART OF FORT HANCOCK.
 KV4977
 KV4977                          STATION RECOVERY (1983)
 KV4977
 KV4977'RECOVERY NOTE BY US POWER SQUADRON 1983 (DHB)
 KV4977'THIS STANDPIPE LOOKS TO BE ORIGINAL AND IN GOOD CONDITION.  THE
 KV4977'STATION IS THE CENTER OF THE CAP AT ITS APEX.  IT IS NOT POSSIBLE TO
 KV4977'REACH THE TOP OF THE TANK.  BUT IT APPEARS IDENTICAL TO PREVIOUS
 KV4977'DESCRIPTION.
 KV4977
 KV4977                          STATION RECOVERY (1986)
 KV4977
 KV4977'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KV4977'THE STATION WAS RECOVERED AT THIS DATE.
 KV4977'THE STATIONS POSITION WAS VERIFIED.
 KV4977'
 KV4977'RECOVERED BY R DECROIX.
 KV4977
 KV4977                          STATION RECOVERY (1995)
 KV4977
 KV4977'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV4977'RECOVERED AS DESCRIBED.
 KV4977
 KV4977                          STATION RECOVERY (1995)
 KV4977
 KV4977'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3553 ***********************************************************************
 KV3553  DESIGNATION -  SANDY HOOK USCG RADAR TOWER
 KV3553  PID         -  KV3553
 KV3553  STATE/COUNTY-  NJ/MONMOUTH
 KV3553  USGS QUAD   -  SANDY HOOK (1981)
 KV3553
 KV3553                         *CURRENT SURVEY CONTROL
 KV3553  ___________________________________________________________________
 KV3553* NAD 83(1996)-  40 28 15.74340(N)    074 00 44.91877(W)     ADJUSTED  
 KV3553* NAVD 88     -                                                        
 KV3553  ___________________________________________________________________
 KV3553  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 KV3553  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV3553
 KV3553  HORZ ORDER  -  THIRD
 KV3553
 KV3553.The horizontal coordinates were established by classical geodetic methods
 KV3553.and adjusted by the National Geodetic Survey in September 1999..
 KV3553.No horizontal observational check was made to the station.
 KV3553
 KV3553
 KV3553.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3553
 KV3553.The geoid height was determined by GEOID03.
 KV3553
 KV3553;                    North         East     Units Scale Factor Converg.
 KV3553;SPC NJ       -   181,927.204   191,339.908   MT  0.99992103   +0 18 59.2
 KV3553;SPC NJ       -   596,872.84    627,754.35   sFT  0.99992103   +0 18 59.2
 KV3553;UTM  18      - 4,480,508.439   583,713.229   MT  0.99968626   +0 38 27.6
 KV3553
 KV3553                          SUPERSEDED SURVEY CONTROL
 KV3553
 KV3553  NAD 83(1996)-  40 28 15.74334(N)    074 00 44.91873(W) AD(       ) 4
 KV3553  NAD 83(1986)-  40 28 15.74234(N)    074 00 44.91996(W) AD(       ) 4
 KV3553
 KV3553.Superseded values are not recommended for survey control.
 KV3553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3553.See file dsdata.txt to determine how the superseded data were derived.
 KV3553
 KV3553_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8371380508(NAD 83)
 KV3553_MARKER: 55 = TOWER
 KV3553
 KV3553  HISTORY     - Date     Condition        Report By
 KV3553  HISTORY     - 1986     FIRST OBSERVED   NOS
 KV3553  HISTORY     - 19950629 GOOD             USPSQD
 KV3553  HISTORY     - 19950728 GOOD             USPSQD
 KV3553
 KV3553                          STATION DESCRIPTION
 KV3553
 KV3553'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KV3553'THE STATION IS LOCATED ON THE U S COAST GUARD BASE ON THE SANDY
 KV3553'HOOK PENINSULA.
 KV3553'
 KV3553'TO REACH THE STATION FROM HIGHLANDS, NEW JERSEY FROM THE BRIDGE
 KV3553'OVER HIGHWAY 39 IN HIGHLANDS, GO NORTH ONTO THE NATIONAL PARK
 KV3553'SERVICES SANDY HOOK RECREATIONAL AREA.  CONTINUE NORTH ON THE
 KV3553'ASPHALT ROAD FOR APPROXIMATELY 3.5 MILES TO THE U S COAST GUARD
 KV3553'BASE AND THE STATION ON THE COAST GUARD PROPERTY.
 KV3553'
 KV3553'THE POINT INTERSECTED WAS THE HIGHEST VERTICAL POINT.
 KV3553'
 KV3553'RECOVERED BY R DECROIX.
 KV3553
 KV3553                          STATION RECOVERY (1995)
 KV3553
 KV3553'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3553'RECOVERED IN GOOD CONDITION.
 KV3553
 KV3553                          STATION RECOVERY (1995)
 KV3553
 KV3553'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3554 ***********************************************************************
 KV3554  DESIGNATION -  SANDY HOOK USCG RADIO TOWER
 KV3554  PID         -  KV3554
 KV3554  STATE/COUNTY-  NJ/MONMOUTH
 KV3554  USGS QUAD   -  SANDY HOOK (1981)
 KV3554
 KV3554                         *CURRENT SURVEY CONTROL
 KV3554  ___________________________________________________________________
 KV3554* NAD 83(1996)-  40 28 14.82194(N)    074 00 41.19651(W)     ADJUSTED  
 KV3554* NAVD 88     -                                                        
 KV3554  ___________________________________________________________________
 KV3554  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 KV3554  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV3554
 KV3554  HORZ ORDER  -  THIRD
 KV3554
 KV3554.The horizontal coordinates were established by classical geodetic methods
 KV3554.and adjusted by the National Geodetic Survey in September 1999..
 KV3554
 KV3554
 KV3554.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3554
 KV3554.The geoid height was determined by GEOID03.
 KV3554
 KV3554;                    North         East     Units Scale Factor Converg.
 KV3554;SPC NJ       -   181,899.269   191,427.742   MT  0.99992112   +0 19 01.6
 KV3554;SPC NJ       -   596,781.19    628,042.52   sFT  0.99992112   +0 19 01.6
 KV3554;UTM  18      - 4,480,481.008   583,801.198   MT  0.99968644   +0 38 30.0
 KV3554
 KV3554                          SUPERSEDED SURVEY CONTROL
 KV3554
 KV3554  NAD 83(1996)-  40 28 14.82188(N)    074 00 41.19647(W) AD(       ) 4
 KV3554  NAD 83(1986)-  40 28 14.82091(N)    074 00 41.19733(W) AD(       ) 4
 KV3554
 KV3554.Superseded values are not recommended for survey control.
 KV3554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3554.See file dsdata.txt to determine how the superseded data were derived.
 KV3554
 KV3554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8380180481(NAD 83)
 KV3554_MARKER: 43 = RADIO/TV TOWER
 KV3554
 KV3554  HISTORY     - Date     Condition        Report By
 KV3554  HISTORY     - 1986     FIRST OBSERVED   NOS
 KV3554  HISTORY     - 19950728 GOOD             USPSQD
 KV3554
 KV3554                          STATION DESCRIPTION
 KV3554
 KV3554'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KV3554'THE STATION IS LOCATED ON SANDY HOOK ON THE U S COAST GUARD BASE.
 KV3554'
 KV3554'TO REACH FROM THE HIGHWAY 36 BRIDGE OVER THE NAVESINK RIVER IN
 KV3554'HIGHLANDS, NEW JERSEY GO NORTH ONTO THE NATIONAL PARK RECREATIONAL
 KV3554'AREA, SANDY HOOK UNIT.  DRIVE NORTH ON THE ASPHALT ROAD PAST THE
 KV3554'PARK SERVICE TOLL BOOTH, FOR APPROXIMATELY 3.5 MILES TO THE U S
 KV3554'COAST GUARD BASE AND THE AREA OF THE RADIO TOWER.
 KV3554'
 KV3554'THE POINT INTERSECTED WAS THE HIGHEST VERTICAL POINT OF THE
 KV3554'TOWER.
 KV3554'
 KV3554'DESCRIBED BY R DECROIX.
 KV3554
 KV3554                          STATION RECOVERY (1995)
 KV3554
 KV3554'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB3785 ***********************************************************************
 AB3785  FBN         -  This is a Federal Base Network Control Station.
 AB3785  DESIGNATION -  SANDY USCG
 AB3785  PID         -  AB3785
 AB3785  STATE/COUNTY-  NJ/MONMOUTH
 AB3785  USGS QUAD   -  SANDY HOOK (1981)
 AB3785
 AB3785                         *CURRENT SURVEY CONTROL
 AB3785  ___________________________________________________________________
 AB3785* NAD 83(1996)-  40 28 17.01486(N)    074 01 05.53971(W)     ADJUSTED  
 AB3785* NAVD 88     -         3.915  (meters)      12.84   (feet)  ADJUSTED  
 AB3785  ___________________________________________________________________
 AB3785  X           -   1,337,803.560 (meters)                     COMP
 AB3785  Y           -  -4,671,076.605 (meters)                     COMP
 AB3785  Z           -   4,117,925.377 (meters)                     COMP
 AB3785  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 AB3785  ELLIP HEIGHT-         -28.45  (meters)          (09/24/01) GPS OBS
 AB3785  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 AB3785  DYNAMIC HT  -           3.914 (meters)      12.84  (feet)  COMP
 AB3785  MODELED GRAV-     980,207.7   (mgal)                       NAVD 88
 AB3785
 AB3785  HORZ ORDER  -  A
 AB3785  VERT ORDER  -  FIRST     CLASS II
 AB3785  ELLP ORDER  -  FOURTH    CLASS I
 AB3785
 AB3785.This is a reference station for the SANDY HOOK 1
 AB3785.National Continuously Operating Reference Station (SHK1).
 AB3785
 AB3785.The horizontal coordinates were established by GPS observations
 AB3785.and adjusted by the National Geodetic Survey in July 1997..
 AB3785
 AB3785.The orthometric height was determined by differential leveling
 AB3785.and adjusted by the National Geodetic Survey in September 1996..
 AB3785
 AB3785.Photographs are available for this station.
 AB3785
 AB3785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3785
 AB3785.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3785
 AB3785.The ellipsoidal height was determined by GPS observations
 AB3785.and is referenced to NAD 83.
 AB3785
 AB3785.The geoid height was determined by GEOID03.
 AB3785
 AB3785.The dynamic height is computed by dividing the NAVD 88
 AB3785.geopotential number by the normal gravity value computed on the
 AB3785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3785.degrees latitude (g = 980.6199 gals.).
 AB3785
 AB3785.The modeled gravity was interpolated from observed gravity values.
 AB3785
 AB3785;                    North         East     Units Scale Factor Converg.
 AB3785;SPC NJ       -   181,963.752   190,853.978   MT  0.99992054   +0 18 45.8
 AB3785;SPC NJ       -   596,992.74    626,160.09   sFT  0.99992054   +0 18 45.8
 AB3785;UTM  18      - 4,480,542.226   583,227.214   MT  0.99968526   +0 38 14.2
 AB3785
 AB3785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3785!SPC NJ       -   1.00000446  x   0.99992054  =   0.99992500
 AB3785!UTM  18      -   1.00000446  x   0.99968526  =   0.99968972
 AB3785
 AB3785                          SUPERSEDED SURVEY CONTROL
 AB3785
 AB3785  ELLIP H (07/24/97)  -28.47   (m)                       GP(       ) 2 1
 AB3785  NAD 83(1992)-  40 28 17.01422(N)    074 01 05.54019(W) AD(1996.00) A
 AB3785  ELLIP H (06/07/96)  -28.45   (m)                       GP(1996.00) 1 1
 AB3785  NAVD 88 (07/26/02)    3.927  (m)           12.88   (f) UNKNOWN     1 2
 AB3785
 AB3785.Superseded values are not recommended for survey control.
 AB3785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3785.See file dsdata.txt to determine how the superseded data were derived.
 AB3785
 AB3785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8322780542(NAD 83)
 AB3785_MARKER: I = METAL ROD
 AB3785_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3785_STAMPING: SANDY USCG 1994
 AB3785_MARK LOGO: NGS   
 AB3785_PROJECTION: FLUSH
 AB3785_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3785+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2001
 AB3785_ROD/PIPE-DEPTH: 38.7 meters
 AB3785_SLEEVE-DEPTH  : 1.70 meters
 AB3785
 AB3785  HISTORY     - Date     Condition        Report By
 AB3785  HISTORY     - 1994     MONUMENTED       NGS
 AB3785  HISTORY     - 19950623 GOOD             NJGS
 AB3785  HISTORY     - 19951017 GOOD             NGS
 AB3785  HISTORY     - 19961122 GOOD             NJGS
 AB3785  HISTORY     - 20000711 GOOD             NGS
 AB3785  HISTORY     - 20010716 GOOD             NJGS
 AB3785
 AB3785                          STATION DESCRIPTION
 AB3785
 AB3785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AB3785'THE STATION IS LOCATED ON THE UNITED STATES COAST GUARD STATION IN
 AB3785'SANDY HOOK, NEW JERSEY. TO REACH THE STATION FROM THE INTERTSECTION OF
 AB3785'520 WEST AND 36 NORTH, PROCEED ON 36 NORTH FOR 2.1 MI (3.4 KM) TO
 AB3785'INTERSECTION 36 NORTH AND SANDY HOOK ROAD.  TAKE SANDY HOOK ROAD NORTH
 AB3785'FOR 2.35 MI (3.78 KM) TO NATIONAL PARK ENTRANCE.  STAY ON SANDY HOOK
 AB3785'ROAD AND PROCEED NORTH (FOLLOWING SIGNS TO FORT HANCOCK) FOR 3.1 MI
 AB3785'(5.0 KM) TO COAST GUARD STATION MAIN GATE.  FROM MAIN GATE, PROCEED
 AB3785'STRAIGHT NORTHWEST 0.03 MI (0.05 KM) TO 4-WAY INTERSECTION, TURN
 AB3785'RIGHT, NORTH-NORTHEAST ON HEARTSHORE DRIVE FOR 0.02 MI (0.03 KM) TO
 AB3785'VISITOR PARKING AREA. PROCEED TO NORTH CORNER OF PARKING LOT AND PICK
 AB3785'UP HEARTSHORE DRIVE AND PROCEED 0.28 MI (0.45 KM) TO LOCKED ACCESS
 AB3785'GATE (KEY CAN BE OBTAINED FROM ENGINEERING DEPARTMENT).  PROCEED
 AB3785'THROUGH GATE NORTHWEST ON SANDY TRACK FOLLOWING SHORE LINE ON LEFT FOR
 AB3785'0.3 MI (0.5 KM) TO STATION ON THE LEFT. THE STATION IS LOCATED 269.7
 AB3785'FT (82.2 M) WEST FROM A WHITE ELECTRICAL BUILDING, 256.0 FT (78.0 M)
 AB3785'NORTHEAST FROM CENTER OF NAVIGATIONAL LIGHT, 184.0 FT (56.1 M)
 AB3785'NORTHEAST FROM REFERENCE MARK 3 SET IN CONCRETE BASE, 121.5 FT (37.0
 AB3785'M) NORTHWEST FROM CONCRETE BUNKER WITH A USCG (LOR MON STA SANDY
 AB3785'HOOKER) REFERENCE MARK 2 1977 LOR-C-CAL SET ON NORTHEAST CORNER ON TOP
 AB3785'OF BUNKER, 50.4 FT (15.4 M) SOUTH FROM CENTERLINE OF SANDY TRACK
 AB3785'TRAIL, AND 3.0 FT (0.9 M) SOUTH OF CARSONITE WITNESS POST. FOR ACCESS
 AB3785'CONTACT CHIEF WARRANT OFFICER BILL MARSHALL, ENGINEERING BUILDING 103
 AB3785'(M-R), USCG, GROUP SANDY HOOK, SANDY HOOK, NEW JERSEY 07732-5000,
 AB3785'PHONE 908-872-3460. (WARNING) AREA IS HIGHLY INFESTED WITH POISON IVY
 AB3785'AND TICKS.
 AB3785
 AB3785                          STATION RECOVERY (1995)
 AB3785
 AB3785'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 AB3785'RECOVERED AS DESCRIBED.
 AB3785
 AB3785                          STATION RECOVERY (1995)
 AB3785
 AB3785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 AB3785'RECOVERED AS DESCRIBED.
 AB3785
 AB3785                          STATION RECOVERY (1996)
 AB3785
 AB3785'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 AB3785'RECOVERED AS DESCRIBED.
 AB3785
 AB3785                          STATION RECOVERY (2000)
 AB3785
 AB3785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AB3785'THE STATION IS LOCATED ON THE PROPERTY OF THE US COAST GUARD, AT
 AB3785'THE NORTH END OF THE NATIONAL RECREATION AREA-SANDY HOOK UNIT IN
 AB3785'FORT HANCOCK, ALONG THE SANDY HOOK COAST LINE OF THE NORTHERN
 AB3785'TIP OF THE PROPERTY.  OWNERSHIP--US COAST GUARD.  NOTE--STATION IS
 AB3785'TO BE ACCESSED VIA A LOCKED GATE, CONTACT LT COMMANDER JACK KLINE
 AB3785'ONE DAY IN ADVANCE BEFORE OCCUPYING THE STATION, PHONE
 AB3785'732-872-3475.  WHEN CONTACTED HE STATED THAT A SMALL 4-WHEEL DRIVE
 AB3785'VEHICLE MAY BE NEEDED TO ACCESS THE STATION AS HEAVIER VEHICLES
 AB3785'SUCH AS 4-WHEEL DRIVE SUBURBANS HAVE BECOME STUCK AND IF HE IS
 AB3785'GIVEN 4 OR 5 DAYS NOTICE HE CAN ARRANGE FOR AN ESCORT VEHICLE.
 AB3785'THIS LOCATION IS INFESTED WITH TICKS AND POISON IVY.  TO REACH THE
 AB3785'STATION FROM THE JUNCTION OF STATE HIGHWAY 36 AND COUNTY ROAD
 AB3785'520 IN SEA BRIGHT, GO NORTH ON HIGHWAY 36 FOR 3.22 KM (2.00 MI) TO THE
 AB3785'JUNCTION OF THE ENTRANCE ROAD TO THE SANDY HOOK NATIONAL
 AB3785'RECREATION AREA ON THE RIGHT.  BEAR RIGHT, NORTHERLY ON THE ROAD
 AB3785'FOR 0.72 KM (0.45 MI) TO THE TOLL BOOTHS.  PASS THROUGH THE TOLL
 AB3785'BOOTH AND CONTINUE AHEAD, NORTH ON OCEAN ROAD FOR 6.7 KM (4.15 MI)
 AB3785'TO A STOP SIGN AT THE INTERSECTION OF A ROAD AND THE ENTRANCE TO
 AB3785'FORT HANCOCK HISTORIC DISTRICT STRAIGHT AHEAD.  CONTINUE STRAIGHT
 AB3785'AHEAD, NORTHERLY ON THE FORT HANCOCK ROAD FOR 2.73 KM (1.70 MI) TO
 AB3785'THE ENTRANCE GATE OF THE US COAST GUARD ON THE LEFT AND A ROAD
 AB3785'RIGHT.  TURN LEFT, PASS THROUGH THE GATE AND GO EAST ON THE
 AB3785'ENTRANCE ROAD FOR 0.05 KM (0.05 MI) TO AN INTERSECTION.  BEAR RIGHT,
 AB3785'NORTHERLY ON CRISPIN ROAD FOR ABOUT 0.08 KM (0.05 MI) TO THE
 AB3785'ENTRANCE OF THE US COAST GUARD HEADQUARTERS BUILDING ON THE
 AB3785'LEFT.  TURN LEFT, EAST INTO THE PARKING LOT AND BEAR RIGHT AND THEN
 AB3785'LEFT TO THE NORTHWEST CORNER OF THE PARKING LOT AT A PAVED DRIVE
 AB3785'WITH SIGN --NO ACCESS--.  CONTINUE AHEAD, NORTHWESTERLY ON THE
 AB3785'DRIVE FOR 0.40 KM (0.25 MI) TO A LOCKED GATE JUST PAST A LARGE WOOD
 AB3785'FRAME BUILDING AND BASE ANTENNA.  PASS THROUGH THE GATE AND
 AB3785'CONTINUE NORTHWESTERLY FOR ABOUT 0.16 KM (0.10 MI) TO A SANDY
 AB3785'TRACK ROAD.  FROM THIS POINT YOU WILL HAVE TO PACK TO THE STATION
 AB3785'OR USE A SMALL 4-WHEEL DRIVE VEHICLE.  GO NORTHERLY ALONG THE
 AB3785'SANDY ROAD FOR 0.40 KM (0.25 MI) TO THE LORAN-C COMMUNICATION
 AB3785'BUILDING (SMALL WHITE BUILDING) ON THE RIGHT AND THE STATION ON
 AB3785'THE LEFT.  THE STATION IS A PUNCH MARK ON THE TOP OF A STAINLESS
 AB3785'STEEL ROD IN A GREASE-FILLED SLEEVE, ENCASED IN A 13 CM PVC PIPE WITH
 AB3785'AN NGS LOGO CAP SURROUNDED BY CONCRETE RECESSED 4 CM BELOW
 AB3785'GROUND.  LOCATED 77.72 M (254.99 FT) NORTHEAST OF THE CENTER OF A
 AB3785'TOWER SUPPORTING NAVIGATIONAL LIGHTS, 24.5 M (80.4 FT) WEST OF THE
 AB3785'NORTHWEST CORNER OF THE COMMUNICATION BUILDING, 15.37 M (50.43 FT)
 AB3785'SOUTH OF THE CENTER OF THE SANDY TRACK ROAD AND 0.9 M (3.0 FT)
 AB3785'SOUTH OF A FIBERGLASS WITNESS POST.
 AB3785'
 AB3785
 AB3785                          STATION RECOVERY (2001)
 AB3785
 AB3785'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (EB)
 AB3785'RECOVERED AS DESCRIBED.
 AB3785'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5342 ***********************************************************************
 KV5342  DESIGNATION -  SAY
 KV5342  PID         -  KV5342
 KV5342  STATE/COUNTY-  NJ/MIDDLESEX
 KV5342  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5342
 KV5342                         *CURRENT SURVEY CONTROL
 KV5342  ___________________________________________________________________
 KV5342* NAD 83(1996)-  40 27 29.16681(N)    074 22 23.72952(W)     ADJUSTED  
 KV5342* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5342  ___________________________________________________________________
 KV5342  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 KV5342  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KV5342
 KV5342  HORZ ORDER  -  SECOND
 KV5342
 KV5342.The horizontal coordinates were established by classical geodetic methods
 KV5342.and adjusted by the National Geodetic Survey in September 1999..
 KV5342
 KV5342.The orthometric height was scaled from a topographic map.
 KV5342
 KV5342.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5342
 KV5342.The geoid height was determined by GEOID03.
 KV5342
 KV5342;                    North         East     Units Scale Factor Converg.
 KV5342;SPC NJ       -   180,384.230   160,749.226   MT  0.99990142   +0 04 56.1
 KV5342;SPC NJ       -   591,810.59    527,391.42   sFT  0.99990142   +0 04 56.1
 KV5342;SPC NY L     -    32,429.893   268,339.582   MT  1.00001817   -0 14 38.9
 KV5342;SPC NY L     -   106,397.07    880,377.45   sFT  1.00001817   -0 14 38.9
 KV5342;UTM  18      - 4,478,792.662   553,139.444   MT  0.99963476   +0 24 24.1
 KV5342
 KV5342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5342!SPC NJ       -   1.00000470  x   0.99990142  =   0.99990612
 KV5342!SPC NY L     -   1.00000470  x   1.00001817  =   1.00002287
 KV5342!UTM  18      -   1.00000470  x   0.99963476  =   0.99963946
 KV5342
 KV5342:                Primary Azimuth Mark                     Grid Az
 KV5342:SPC NJ       -  SAYREVILLE ST STANISLAUS CH              040 20 53.0
 KV5342:SPC NY L     -  SAYREVILLE ST STANISLAUS CH              040 40 28.0
 KV5342:UTM  18      -  SAYREVILLE ST STANISLAUS CH              040 01 25.0
 KV5342
 KV5342|---------------------------------------------------------------------|
 KV5342| PID    Reference Object                     Distance      Geod. Az  |
 KV5342|                                                           dddmmss.s |
 KV5342| KV5388 SAYREVILLE ST STANISLAUS CH         APPROX. 1.2 KM 0402549.1 |
 KV5342| KV5354 SAYREVILLE TALL TANK                APPROX. 2.3 KM 0733851.6 |
 KV5342| CB5572 SAY RM 1                             25.440 METERS 08000     |
 KV5342| KV5390 SAYREVILLE LADY VICT CATH CH        APPROX. 1.1 KM 0890404.2 |
 KV5342| KV5344 POINT 3                             410.663 METERS 1562940.0 |
 KV5342| CB5573 SAY RM 2                             11.500 METERS 16753     |
 KV5342| KV5345 SOUTH R ST PETER PAUL CATH CH       APPROX. 1.5 KM 1715404.7 |
 KV5342| KV5343 SOUTH RIVER SPANNING MILL STK       APPROX. 1.1 KM 1780111.5 |
 KV5342| KV5470 SOUTH RIVER ST MARY CATH CH         APPROX. 1.0 KM 2030159.7 |
 KV5342| KV5464 SOUTH RIVER STANDPIPE               APPROX. 2.3 KM 2162808.8 |
 KV5342|---------------------------------------------------------------------|
 KV5342
 KV5342                          SUPERSEDED SURVEY CONTROL
 KV5342
 KV5342  NAD 83(1996)-  40 27 29.16614(N)    074 22 23.73073(W) AD(       ) 2
 KV5342  NAD 83(1986)-  40 27 29.16733(N)    074 22 23.73055(W) AD(       ) 2
 KV5342  NAD 27      -  40 27 28.78800(N)    074 22 25.19400(W) AD(       ) 2
 KV5342
 KV5342.Superseded values are not recommended for survey control.
 KV5342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5342.See file dsdata.txt to determine how the superseded data were derived.
 KV5342
 KV5342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5313978793(NAD 83)
 KV5342_MARKER: Z = SEE DESCRIPTION
 KV5342_SETTING: 0 = UNSPECIFIED SETTING
 KV5342
 KV5342  HISTORY     - Date     Condition        Report By
 KV5342  HISTORY     - 1932     MONUMENTED       CGS
 KV5342  HISTORY     - 1934     GOOD             CGS
 KV5342
 KV5342                          STATION DESCRIPTION
 KV5342
 KV5342'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5342'THIS STATION IS S OF THE RARITAN RIVER, IN SAYREVILLE APPROXIMATELY
 KV5342'1/3 MILE N OF THE S RIVER HIGHWAY BRIDGE WHICH JOINS SAYREVILLE
 KV5342'AND THE TOWN OF S RIVER.  IT IS LOCATED ATOP A LOW SAND KNOLL
 KV5342'(PUMPED-IN FILL) APPROXIMATELY 200 METERS IN FROM THE WATERS EDGE.
 KV5342'
 KV5342'STATION IS MARKED BY THE DRILL HOLE IN A 1 INCH ALLEGHENY METAL
 KV5342'ROD SET IN THE 12-INCH ROUND TOP OF A 3-FOOT TRUNCATED-CONICAL
 KV5342'MONUMENT, ATOP WHICH SAY C AND GS IS INLAID WITH BLACK CEMENT.
 KV5342'
 KV5342'TWO REFERENCE MARKS WERE PLACED IN SIMILAR MONUMENTS PROJECTING
 KV5342'4 INCHES ABOVE GROUND.  REFERENCE MARK 1 TO THE EASTWARD.  REFERENCE
 KV5342'MARK 2 TO THE WESTWARD.  BOTH REFERENCE MARKS CONSIST OF 3-FOOT
 KV5342'TRUNCATED-CONICAL CONCRETE MONUMENTS OF 12-INCH TOP DIAMETER, IN
 KV5342'THE FLAT-TOP OF WHICH ARE A NUMBER AND A REFERENCE CROSS FILLED
 KV5342'WITH NEAT BLACK CEMENT.  THE LONGER BAR OF THE CROSS POINTS
 KV5342'TOWARD THE STATION MARK.  (SHOULD A CROSS-INTERSECTION BE SO
 KV5342'DEFACED AS TO BE RENDERED INDEFINITE THE EXACT REFERENCE MARK
 KV5342'CENTER MAY BE RECOVERED BY COLD-CHISELLING ABOUT 1 INCH BELOW
 KV5342'THE MONUMENT SURFACE TO A 1/4 INCH ROUND BRASS ROD WHICH
 KV5342'EXTENDS VERTICALLY DOWNWARD 8 INCHES INTO THE MONUMENT).
 KV5342'
 KV5342'THIS STATION IS REACHED BY TURNING OFF WASHINGTON ROAD N INTO
 KV5342'SANDFIELD ROAD THENCE 200 METERS AND TO THE LEFT.
 KV5342
 KV5342                          STATION RECOVERY (1934)
 KV5342
 KV5342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5342'STATION RECOVERED - ORIGINAL DESCRIPTION ADEQUATE
 KV5342'AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5350 ***********************************************************************
 KV5350  DESIGNATION -  SAYREVILLE JER CEN PWR TALL TK
 KV5350  PID         -  KV5350
 KV5350  STATE/COUNTY-  NJ/MIDDLESEX
 KV5350  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5350
 KV5350                         *CURRENT SURVEY CONTROL
 KV5350  ___________________________________________________________________
 KV5350* NAD 83(1996)-  40 28 38.18557(N)    074 21 17.10993(W)     ADJUSTED  
 KV5350* NAVD 88     -                                                        
 KV5350  ___________________________________________________________________
 KV5350  LAPLACE CORR-           5.03  (seconds)                    DEFLEC99
 KV5350  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KV5350
 KV5350  HORZ ORDER  -  THIRD
 KV5350
 KV5350.The horizontal coordinates were established by classical geodetic methods
 KV5350.and adjusted by the National Geodetic Survey in September 1999..
 KV5350
 KV5350
 KV5350.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5350
 KV5350.The geoid height was determined by GEOID03.
 KV5350
 KV5350;                    North         East     Units Scale Factor Converg.
 KV5350;SPC NJ       -   182,515.350   162,315.208   MT  0.99990187   +0 05 39.4
 KV5350;SPC NJ       -   598,802.44    532,529.14   sFT  0.99990187   +0 05 39.4
 KV5350;SPC NY L     -    34,552.305   269,917.859   MT  1.00001595   -0 13 55.3
 KV5350;SPC NY L     -   113,360.35    885,555.51   sFT  1.00001595   -0 13 55.3
 KV5350;UTM  18      - 4,480,932.049   554,692.917   MT  0.99963682   +0 25 07.9
 KV5350
 KV5350                          SUPERSEDED SURVEY CONTROL
 KV5350
 KV5350  NAD 83(1996)-  40 28 38.18508(N)    074 21 17.11078(W) AD(       ) 4
 KV5350  NAD 83(1986)-  40 28 38.18649(N)    074 21 17.11026(W) AD(       ) 4
 KV5350  NAD 27      -  40 28 37.80600(N)    074 21 18.57600(W) AD(       ) 3
 KV5350
 KV5350.Superseded values are not recommended for survey control.
 KV5350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5350.See file dsdata.txt to determine how the superseded data were derived.
 KV5350
 KV5350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5469380932(NAD 83)
 KV5350_MARKER: 53 = ELEVATED TANK
 KV5350
 KV5350  HISTORY     - Date     Condition        Report By
 KV5350  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5350  HISTORY     - 1984     GOOD             NGS
 KV5350
 KV5350                          STATION DESCRIPTION
 KV5350
 KV5350'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5350'STATION IS LOCATED ON THE S BANK OF THE RARITAN RIVER, IN
 KV5350'SAYREVILLE, IN THE PLANT OF THE J.C. POWER AND LIGHT COMPANY,
 KV5350'RISING AT THE SW CORNER OF THE POWER PLANT BUILDING.  IT IS A TALL,
 KV5350'ORDINARY-TYPE, CONICAL-TOP, GRAY, STEEL TANK (8.0 METERS DIAMETER)
 KV5350'SURMOUNTING A SKELETON SUPPORTING STRUCTURE.
 KV5350'
 KV5350'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 200 FEET
 KV5350'ABOVE THE GROUND.
 KV5350
 KV5350                          STATION RECOVERY (1984)
 KV5350
 KV5350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BB)
 KV5350'(1) CHANGE COLOR FROM GRAY TO BLUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5390 ***********************************************************************
 KV5390  DESIGNATION -  SAYREVILLE LADY VICT CATH CH
 KV5390  PID         -  KV5390
 KV5390  STATE/COUNTY-  NJ/MIDDLESEX
 KV5390  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5390
 KV5390                         *CURRENT SURVEY CONTROL
 KV5390  ___________________________________________________________________
 KV5390* NAD 83(1996)-  40 27 29.74438(N)    074 21 37.04648(W)     ADJUSTED  
 KV5390* NAVD 88     -                                                        
 KV5390  ___________________________________________________________________
 KV5390  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 KV5390  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KV5390
 KV5390  HORZ ORDER  -  THIRD
 KV5390
 KV5390.The horizontal coordinates were established by classical geodetic methods
 KV5390.and adjusted by the National Geodetic Survey in September 1999..
 KV5390
 KV5390
 KV5390.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5390
 KV5390.The geoid height was determined by GEOID03.
 KV5390
 KV5390;                    North         East     Units Scale Factor Converg.
 KV5390;SPC NJ       -   180,403.703   161,848.999   MT  0.99990173   +0 05 26.4
 KV5390;SPC NJ       -   591,874.48    530,999.59   sFT  0.99990173   +0 05 26.4
 KV5390;SPC NY L     -    32,443.104   269,439.576   MT  1.00001815   -0 14 08.4
 KV5390;SPC NY L     -   106,440.42    883,986.34   sFT  1.00001815   -0 14 08.4
 KV5390;UTM  18      - 4,478,818.356   554,238.796   MT  0.99963621   +0 24 54.4
 KV5390
 KV5390                          SUPERSEDED SURVEY CONTROL
 KV5390
 KV5390  NAD 83(1996)-  40 27 29.74366(N)    074 21 37.04750(W) AD(       ) 4
 KV5390  NAD 83(1986)-  40 27 29.74484(N)    074 21 37.04711(W) AD(       ) 4
 KV5390  NAD 27      -  40 27 29.36600(N)    074 21 38.51300(W) AD(       ) 3
 KV5390
 KV5390.Superseded values are not recommended for survey control.
 KV5390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5390.See file dsdata.txt to determine how the superseded data were derived.
 KV5390
 KV5390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5423978818(NAD 83)
 KV5390_MARKER: 91 = CHURCH CROSS
 KV5390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5390+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2001
 KV5390
 KV5390  HISTORY     - Date     Condition        Report By
 KV5390  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5390  HISTORY     - 1934     GOOD             CGS
 KV5390  HISTORY     - 1984     GOOD             NGS
 KV5390  HISTORY     - 20010317 GOOD             PORANY
 KV5390
 KV5390                          STATION DESCRIPTION
 KV5390
 KV5390'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5390'THE TALL SLIM SPIRE S OF THE RARITAN RIVER AND E OF S RIVER,
 KV5390'IN SAYREVILLE ON THE E SIDE OF MAIN STREET APPROXIMATELY 0.1
 KV5390'MILE N OF WASHINGTON ROAD, OF OUR LADY OF VICTORIES ROMAN
 KV5390'CATHOLIC CHURCH, RISING FROM THE SW CORNER OF THIS RED-BRICK
 KV5390'CHURCH BUILDING.  IT IS A TALL, SLIM, BLACK SPIRE.
 KV5390'
 KV5390'THE STATION IS THE GOLD CROSS AT THE SPIRE-APEX, APPROXIMATELY
 KV5390'60 FEET ABOVE GROUND.
 KV5390
 KV5390                          STATION RECOVERY (1934)
 KV5390
 KV5390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5390'RECOVERED.
 KV5390
 KV5390                          STATION RECOVERY (1984)
 KV5390
 KV5390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BB)
 KV5390'1. THE TALL SLIM BLACK SPIRE AT THE SW CORNER OF THE CHURCH, WITH A
 KV5390'GOLD CROSS AT THE SPIRE APEX IS NOW- RED BRICK STRUCTURE MATCHING
 KV5390'THE MAIN BUILDING OF THE CHURCH, THE CROSS AT THE SPIRE TOP IS NOW
 KV5390'A CEMENT STRUCTURE, WITH NATURAL CEMENT COLOR.
 KV5390
 KV5390                          STATION RECOVERY (2001)
 KV5390
 KV5390'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV5390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5394 ***********************************************************************
 KV5394  DESIGNATION -  SAYREVILLE SAYRE BRK TALL CHIM
 KV5394  PID         -  KV5394
 KV5394  STATE/COUNTY-  NJ/MIDDLESEX
 KV5394  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5394
 KV5394                         *CURRENT SURVEY CONTROL
 KV5394  ___________________________________________________________________
 KV5394* NAD 83(1996)-  40 28 17.33328(N)    074 21 28.62919(W)     ADJUSTED  
 KV5394* NAVD 88     -                                                        
 KV5394  ___________________________________________________________________
 KV5394  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 KV5394  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KV5394
 KV5394  HORZ ORDER  -  THIRD
 KV5394
 KV5394.The horizontal coordinates were established by classical geodetic methods
 KV5394.and adjusted by the National Geodetic Survey in September 1999..
 KV5394
 KV5394
 KV5394.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5394
 KV5394.The geoid height was determined by GEOID03.
 KV5394
 KV5394;                    North         East     Units Scale Factor Converg.
 KV5394;SPC NJ       -   181,871.773   162,044.939   MT  0.99990179   +0 05 31.9
 KV5394;SPC NJ       -   596,690.98    531,642.44   sFT  0.99990179   +0 05 31.9
 KV5394;SPC NY L     -    33,910.204   269,643.898   MT  1.00001661   -0 14 02.9
 KV5394;SPC NY L     -   111,253.73    884,656.69   sFT  1.00001661   -0 14 02.9
 KV5394;UTM  18      - 4,480,287.123   554,426.369   MT  0.99963646   +0 25 00.3
 KV5394
 KV5394                          SUPERSEDED SURVEY CONTROL
 KV5394
 KV5394  NAD 83(1996)-  40 28 17.33269(N)    074 21 28.63010(W) AD(       ) 4
 KV5394  NAD 83(1986)-  40 28 17.33416(N)    074 21 28.62969(W) AD(       ) 4
 KV5394  NAD 27      -  40 28 16.95000(N)    074 21 30.10000(W) AD(       ) 3
 KV5394
 KV5394.Superseded values are not recommended for survey control.
 KV5394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5394.See file dsdata.txt to determine how the superseded data were derived.
 KV5394
 KV5394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5442680287(NAD 83)
 KV5394_MARKER: 85 = CHIMNEY
 KV5394
 KV5394  HISTORY     - Date     Condition        Report By
 KV5394  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5394
 KV5394                          STATION DESCRIPTION
 KV5394
 KV5394'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5388 ***********************************************************************
 KV5388  DESIGNATION -  SAYREVILLE ST STANISLAUS CH
 KV5388  PID         -  KV5388
 KV5388  STATE/COUNTY-  NJ/MIDDLESEX
 KV5388  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5388
 KV5388                         *CURRENT SURVEY CONTROL
 KV5388  ___________________________________________________________________
 KV5388* NAD 83(1996)-  40 27 58.56906(N)    074 21 50.92954(W)     ADJUSTED  
 KV5388* NAVD 88     -                                                        
 KV5388  ___________________________________________________________________
 KV5388  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 KV5388  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KV5388
 KV5388  HORZ ORDER  -  THIRD
 KV5388
 KV5388.The horizontal coordinates were established by classical geodetic methods
 KV5388.and adjusted by the National Geodetic Survey in September 1999..
 KV5388
 KV5388
 KV5388.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5388
 KV5388.The geoid height was determined by GEOID03.
 KV5388
 KV5388;                    North         East     Units Scale Factor Converg.
 KV5388;SPC NJ       -   181,292.213   161,520.562   MT  0.99990163   +0 05 17.4
 KV5388;SPC NJ       -   594,789.54    529,922.04   sFT  0.99990163   +0 05 17.4
 KV5388;UTM  18      - 4,479,704.757   553,905.422   MT  0.99963577   +0 24 45.6
 KV5388
 KV5388                          SUPERSEDED SURVEY CONTROL
 KV5388
 KV5388  NAD 83(1996)-  40 27 58.56843(N)    074 21 50.93058(W) AD(       ) 4
 KV5388  NAD 83(1986)-  40 27 58.56917(N)    074 21 50.92995(W) AD(       ) 4
 KV5388  NAD 27      -  40 27 58.18900(N)    074 21 52.39500(W) AD(       ) 3
 KV5388
 KV5388.Superseded values are not recommended for survey control.
 KV5388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5388.See file dsdata.txt to determine how the superseded data were derived.
 KV5388
 KV5388_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5390579705(NAD 83)
 KV5388_MARKER: 55 = TOWER
 KV5388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5388+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2001
 KV5388
 KV5388  HISTORY     - Date     Condition        Report By
 KV5388  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5388  HISTORY     - 1934     GOOD             CGS
 KV5388  HISTORY     - 1982     GOOD             NJGS
 KV5388  HISTORY     - 1984     GOOD             NGS
 KV5388  HISTORY     - 1985     GOOD             NGS
 KV5388  HISTORY     - 20010317 GOOD             PORANY
 KV5388
 KV5388                          STATION DESCRIPTION
 KV5388
 KV5388'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5388'STATION IS LOCATED APPROXIMATELY 3/4 MILE S OF THE JUNCTURE OF THE
 KV5388'RARITAN RIVER AND WASHINGTON CANAL, IN SAYREVILLE ON THE NE CORNER
 KV5388'OF JACOBSEN STREET AND SANFIELD ROAD, ON THE ST. STANISLAUS KOSTKA
 KV5388'(POLISH) CHURCH, RISING FROM THE S SIDE OF THIS RED-BRICK
 KV5388'BUILDING.  IT IS A SHORT, GRAY-SLATE STEEPLE.
 KV5388'
 KV5388'THE STATION IS THE GRAY CROSS AT THE STEEPLE APEX, APPROXIMATELY
 KV5388'75 FEET ABOVE GROUND.
 KV5388
 KV5388                          STATION RECOVERY (1934)
 KV5388
 KV5388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5388'RECOVERED.
 KV5388
 KV5388                          STATION RECOVERY (1982)
 KV5388
 KV5388'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1982 (HN)
 KV5388'STATION RECOVERED GOOD.  POSITION UNCHECKED EXCEPT BY APPROXIMATE
 KV5388'AZIMUTH (+ OR - 2 FEET).
 KV5388
 KV5388                          STATION RECOVERY (1984)
 KV5388
 KV5388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BB)
 KV5388'1. CHANGE LOCATION FROM CORNER OF JACOBSEN STREET AND SANFIELD ROAD
 KV5388'TO CORNER OF JACOBSEN STREET AND MCCARTHER AVE.
 KV5388'
 KV5388'2. NO OTHER CHANGES.
 KV5388
 KV5388                          STATION RECOVERY (1985)
 KV5388
 KV5388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (RGP)
 KV5388'THE STATION WAS RECOVERED AT THIS DATE.
 KV5388
 KV5388                          STATION RECOVERY (2001)
 KV5388
 KV5388'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV5388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6536 ***********************************************************************
 KV6536  DESIGNATION -  SC 120
 KV6536  PID         -  KV6536
 KV6536  STATE/COUNTY-  NJ/SOMERSET
 KV6536  USGS QUAD   -  BERNARDSVILLE (1981)
 KV6536
 KV6536                         *CURRENT SURVEY CONTROL
 KV6536  ___________________________________________________________________
 KV6536* NAD 83(1996)-  40 43 46.41726(N)    074 32 34.13505(W)     ADJUSTED  
 KV6536* NAVD 88     -        91.9    (meters)     302.     (feet)  GPS OBS   
 KV6536  ___________________________________________________________________
 KV6536  X           -   1,290,024.179 (meters)                     COMP
 KV6536  Y           -  -4,665,211.605 (meters)                     COMP
 KV6536  Z           -   4,139,749.270 (meters)                     COMP
 KV6536  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 KV6536  ELLIP HEIGHT-          58.90  (meters)          (10/23/02) GPS OBS
 KV6536  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV6536
 KV6536  HORZ ORDER  -  FIRST
 KV6536  ELLP ORDER  -  FOURTH    CLASS I
 KV6536
 KV6536.The horizontal coordinates were established by GPS observations
 KV6536.and adjusted by the National Geodetic Survey in May 1999..
 KV6536
 KV6536.The orthometric height was determined by GPS observations and a
 KV6536.high-resolution geoid model.
 KV6536
 KV6536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6536
 KV6536.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6536
 KV6536.The ellipsoidal height was determined by GPS observations
 KV6536.and is referenced to NAD 83.
 KV6536
 KV6536.The geoid height was determined by GEOID03.
 KV6536
 KV6536;                    North         East     Units Scale Factor Converg.
 KV6536;SPC NJ       -   210,518.776   146,383.406   MT  0.99990016   -0 01 40.6
 KV6536;SPC NJ       -   690,677.02    480,259.56   sFT  0.99990016   -0 01 40.6
 KV6536;UTM  18      - 4,508,836.905   538,606.725   MT  0.99961835   +0 17 53.9
 KV6536
 KV6536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6536!SPC NJ       -   0.99999076  x   0.99990016  =   0.99989092
 KV6536!UTM  18      -   0.99999076  x   0.99961835  =   0.99960911
 KV6536
 KV6536:                Primary Azimuth Mark                     Grid Az
 KV6536:SPC NJ       -  SC 121                                   220 34 27.6
 KV6536:UTM  18      -  SC 121                                   220 14 53.1
 KV6536
 KV6536|---------------------------------------------------------------------|
 KV6536| PID    Reference Object                     Distance      Geod. Az  |
 KV6536|                                                           dddmmss.s |
 KV6536| KV6537 SC 121                              APPROX. 0.8 KM 2203247.0 |
 KV6536|---------------------------------------------------------------------|
 KV6536
 KV6536                          SUPERSEDED SURVEY CONTROL
 KV6536
 KV6536  ELLIP H (05/14/99)   58.92   (m)                       GP(       ) 4 1
 KV6536  NAD 83(1986)-  40 43 46.41608(N)    074 32 34.13664(W) AD(       ) 1
 KV6536  NAD 83(1986)-  40 43 46.41608(N)    074 32 34.13664(W) AD(       ) 2
 KV6536  NGVD 29 (10/04/91)   92.2    (m)          302.     (f) GPS OBS        
 KV6536
 KV6536.Superseded values are not recommended for survey control.
 KV6536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6536.See file dsdata.txt to determine how the superseded data were derived.
 KV6536
 KV6536_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3860708837(NAD 83)
 KV6536_MARKER: DD = SURVEY DISK
 KV6536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6536_STAMPING: 120
 KV6536_MARK LOGO: NJ-035
 KV6536_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6536+STABILITY: SURFACE MOTION
 KV6536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6536+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 KV6536
 KV6536  HISTORY     - Date     Condition        Report By
 KV6536  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6536  HISTORY     - 19900205 GOOD
 KV6536  HISTORY     - 19921030 GOOD             NJGS
 KV6536  HISTORY     - 19930122 GOOD
 KV6536  HISTORY     - 20060118 GOOD             AASCO
 KV6536
 KV6536                          STATION DESCRIPTION
 KV6536
 KV6536'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6536'THE STATION IS LOCATED IN BERNARDS TOWNSHIP, ON THE SOUTHEAST SIDE OF
 KV6536'U.S. HIGHWAY 202, MORRISTOWN ROAD.  TO REACH THE STATION FROM THE
 KV6536'JUNCTION OF U.S. HIGHWAY 202 AND MOUNT AIRY ROAD, IN BERNARDSVILLE
 KV6536'BOROUGH, GO 2.7 KM (1.68 MI) NORTHEAST ON ROUTE 202 TO JUST NORTHWEST
 KV6536'OF VAN DORN DRIVE ON THE LEFT AND THE STATION ON THE RIGHT.  TO REACH
 KV6536'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY I 287, EXIT 26,
 KV6536'AND NORTH MAPLE AVENUE, IN BERNARDS TOWNSHIP, GO 0.32 KM (0.20 MI)
 KV6536'NORTHWEST ON MAPLE AVENUE TO THE JUNCTION WITH U.S. HIGHWAY 202, TURN
 KV6536'LEFT AND GO 0.32 KM (0.20 MI) SOUTHWEST ON ROUTE 202 TO A TWO STORY
 KV6536'BRICK OFFICE BUILDING AND THE STATION ON THE LEFT.  IT IS 7.6 M
 KV6536'(24.93 FT) SOUTHEAST OF THE ROUTE 202 CENTERLINE, 2.0 M (6.56 FT)
 KV6536'SOUTHEAST OF THE ROUTE 202 CURBLINE, 7.0 M (22.97 FT) SOUTHWEST OF THE
 KV6536'NORTHEAST END OF CURB, 34.7 M (113.84 FT) NORTHEAST OF AN ANGLE POINT
 KV6536'IN THE ROUTE 202 SOUTHEAST CURBLINE, 4.65 M (15.26 FT) NORTHEAST OF
 KV6536'THE NORTH CORNER OF AN ALUMINUM ELECTRICAL BOX, NUMBER 1809132, WHICH
 KV6536'IS NORTHEAST OF A FLASHING SIGN, SIGNAL AHEAD, 16.15 M (52.99 FT)
 KV6536'SOUTHEAST OF POLE NJ 6 BV C757 2 40A AND 8.0 M (26.25 FT) NORTH
 KV6536'NORTHEAST OF POLE BT 2658.   THE STATION IS 0.05 M (0.16 FT) BELOW
 KV6536'GROUND.  DESCRIPTION BY NJGS RJK.
 KV6536
 KV6536                          STATION RECOVERY (1990)
 KV6536
 KV6536'RECOVERED 1990
 KV6536'RECOVERED IN GOOD CONDITION.
 KV6536
 KV6536                          STATION RECOVERY (1992)
 KV6536
 KV6536'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV6536'RECOVERED IN GOOD CONDITION.
 KV6536
 KV6536                          STATION RECOVERY (1993)
 KV6536
 KV6536'RECOVERED 1993
 KV6536'RECOVERED IN GOOD CONDITION.
 KV6536
 KV6536                          STATION RECOVERY (2006)
 KV6536
 KV6536'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV6536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6537 ***********************************************************************
 KV6537  DESIGNATION -  SC 121
 KV6537  PID         -  KV6537
 KV6537  STATE/COUNTY-  NJ/SOMERSET
 KV6537  USGS QUAD   -  BERNARDSVILLE (1981)
 KV6537
 KV6537                         *CURRENT SURVEY CONTROL
 KV6537  ___________________________________________________________________
 KV6537* NAD 83(1996)-  40 43 26.45803(N)    074 32 56.57770(W)     ADJUSTED  
 KV6537* NAVD 88     -        99.8    (meters)     327.     (feet)  VERTCON   
 KV6537  ___________________________________________________________________
 KV6537  X           -   1,289,625.180 (meters)                     COMP
 KV6537  Y           -  -4,665,744.867 (meters)                     COMP
 KV6537  Z           -   4,139,287.814 (meters)                     COMP
 KV6537  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 KV6537  ELLIP HEIGHT-          66.76  (meters)          (10/23/02) GPS OBS
 KV6537  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV6537
 KV6537  HORZ ORDER  -  SECOND
 KV6537  ELLP ORDER  -  FOURTH    CLASS I
 KV6537
 KV6537.The horizontal coordinates were established by GPS observations
 KV6537.and adjusted by the National Geodetic Survey in May 1999..
 KV6537
 KV6537.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6537
 KV6537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6537
 KV6537.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6537
 KV6537.The ellipsoidal height was determined by GPS observations
 KV6537.and is referenced to NAD 83.
 KV6537
 KV6537.The geoid height was determined by GEOID03.
 KV6537
 KV6537;                    North         East     Units Scale Factor Converg.
 KV6537;SPC NJ       -   209,903.434   145,856.472   MT  0.99990021   -0 01 55.2
 KV6537;SPC NJ       -   688,658.18    478,530.78   sFT  0.99990021   -0 01 55.2
 KV6537;UTM  18      - 4,508,218.747   538,083.451   MT  0.99961785   +0 17 39.2
 KV6537
 KV6537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6537!SPC NJ       -   0.99998953  x   0.99990021  =   0.99988974
 KV6537!UTM  18      -   0.99998953  x   0.99961785  =   0.99960738
 KV6537
 KV6537:                Primary Azimuth Mark                     Grid Az
 KV6537:SPC NJ       -  SC 120                                   040 34 27.5
 KV6537:UTM  18      -  SC 120                                   040 14 53.1
 KV6537
 KV6537|---------------------------------------------------------------------|
 KV6537| PID    Reference Object                     Distance      Geod. Az  |
 KV6537|                                                           dddmmss.s |
 KV6537| KV6536 SC 120                              APPROX. 0.8 KM 0403232.3 |
 KV6537|---------------------------------------------------------------------|
 KV6537
 KV6537                          SUPERSEDED SURVEY CONTROL
 KV6537
 KV6537  ELLIP H (05/14/99)   66.78   (m)                       GP(       ) 4 1
 KV6537  NAD 83(1986)-  40 43 26.45682(N)    074 32 56.57908(W) AD(       ) 2
 KV6537  NGVD 29 (10/04/91)  100.1    (m)          328.     (f) GPS OBS        
 KV6537
 KV6537.Superseded values are not recommended for survey control.
 KV6537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6537.See file dsdata.txt to determine how the superseded data were derived.
 KV6537
 KV6537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3808308219(NAD 83)
 KV6537_MARKER: DD = SURVEY DISK
 KV6537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6537_SP_SET: CONCRETE POST
 KV6537_STAMPING: 121
 KV6537_MARK LOGO: NJ-035
 KV6537_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6537+STABILITY: SURFACE MOTION
 KV6537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6537+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1990
 KV6537
 KV6537  HISTORY     - Date     Condition        Report By
 KV6537  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6537  HISTORY     - 19900207 GOOD
 KV6537
 KV6537                          STATION DESCRIPTION
 KV6537
 KV6537'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6537'THE STATION IS LOCATED IN BERNARDS TOWNSHIP, ON THE EAST CORNER OF THE
 KV6537'TEE JUNCTION OF U.S. HIGHWAY 202 AND PARKVIEW AVENUE.  TO REACH THE
 KV6537'STATION FROM THE JUNCTION OF MORRISTOWN ROAD, U.S. HIGHWAY 202 AND
 KV6537'MOUNT AIRY ROAD, IN BERNARDSVILLE, GO 1.9 KM (1.18 MI) NORTHEAST ON
 KV6537'ROUTE 202 TO PARKVIEW AVENUE AND THE STATION ON THE RIGHT.  ALSO,
 KV6537'FROM THE JUNCTION OF INTERSTATE HIGHWAY I 287, EXIT 26 AND NORTH
 KV6537'MAPLE AVENUE, IN BERNARDS TOWNSHIP, GO 0.32 KM (0.20 MI) NORTH ON
 KV6537'NORTH MAPLE AVENUE TO THE JUNCTION WITH ROUTE 202, TURN LEFT AND GO
 KV6537'1.12 KM (0.70 MI) SOUTHWEST ON ROUTE 202 TO PARKVIEW AVENUE AND THE
 KV6537'STATION ON THE LEFT.  IT IS 8.1 M (26.57 FT) SOUTH SOUTHEAST OF THE
 KV6537'ROUTE 202 CENTERLINE, 9.79 M (32.12 FT) EAST OF POLE BV 989 50S, 12.9
 KV6537'M (42.32 FT) NORTHEAST OF THE NORTHEAST CORNER OF A BRICK COLUMN ON
 KV6537'THE SOUTHEAST CORNER OF THE INTERSECTION, 18.2 M (59.71 FT) EAST OF
 KV6537'THE PARKVIEW AVENUE CENTERLINE, 14.4 M (47.24 FT) EAST OF A GAS VALVE
 KV6537', 28.7 M (94.16 FT) SOUTHWEST OF POLE NUMBER BV 970 AND 5.35 M
 KV6537'(17.55 FT) SOUTHWEST OF THE WEST RANGE OF A 2.5 STORY FRAME HOUSE
 KV6537'FRONTING PARKVIEW AVENUE.  THE STATION IS 0.05 M (0.16 FT) BELOW
 KV6537'GROUND.  DESCRIPTION BY NJGS RJK.
 KV6537
 KV6537                          STATION RECOVERY (1990)
 KV6537
 KV6537'RECOVERED 1990
 KV6537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6538 ***********************************************************************
 KV6538  DESIGNATION -  SC 122
 KV6538  PID         -  KV6538
 KV6538  STATE/COUNTY-  NJ/SOMERSET
 KV6538  USGS QUAD   -  BERNARDSVILLE (1981)
 KV6538
 KV6538                         *CURRENT SURVEY CONTROL
 KV6538  ___________________________________________________________________
 KV6538* NAD 83(1996)-  40 41 42.71949(N)    074 34 30.94163(W)     ADJUSTED  
 KV6538* NAVD 88     -       101.3    (meters)     332.     (feet)  VERTCON   
 KV6538  ___________________________________________________________________
 KV6538  X           -   1,288,045.925 (meters)                     COMP
 KV6538  Y           -  -4,668,347.371 (meters)                     COMP
 KV6538  Z           -   4,136,863.037 (meters)                     COMP
 KV6538  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 KV6538  ELLIP HEIGHT-          68.18  (meters)          (10/23/02) GPS OBS
 KV6538  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KV6538
 KV6538  HORZ ORDER  -  SECOND
 KV6538  ELLP ORDER  -  FOURTH    CLASS I
 KV6538
 KV6538.The horizontal coordinates were established by GPS observations
 KV6538.and adjusted by the National Geodetic Survey in May 1999..
 KV6538
 KV6538.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6538
 KV6538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6538
 KV6538.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6538
 KV6538.The ellipsoidal height was determined by GPS observations
 KV6538.and is referenced to NAD 83.
 KV6538
 KV6538.The geoid height was determined by GEOID03.
 KV6538
 KV6538;                    North         East     Units Scale Factor Converg.
 KV6538;SPC NJ       -   206,705.324   143,639.410   MT  0.99990050   -0 02 56.7
 KV6538;SPC NJ       -   678,165.72    471,256.96   sFT  0.99990050   -0 02 56.7
 KV6538;UTM  18      - 4,505,008.980   535,885.251   MT  0.99961585   +0 16 37.0
 KV6538
 KV6538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6538!SPC NJ       -   0.99998931  x   0.99990050  =   0.99988981
 KV6538!UTM  18      -   0.99998931  x   0.99961585  =   0.99960516
 KV6538
 KV6538:                Primary Azimuth Mark                     Grid Az
 KV6538:SPC NJ       -  SC 123                                   220 47 16.4
 KV6538:UTM  18      -  SC 123                                   220 27 42.7
 KV6538
 KV6538|---------------------------------------------------------------------|
 KV6538| PID    Reference Object                     Distance      Geod. Az  |
 KV6538|                                                           dddmmss.s |
 KV6538| KV6539 SC 123                              404.581 METERS 2204419.7 |
 KV6538|---------------------------------------------------------------------|
 KV6538
 KV6538                          SUPERSEDED SURVEY CONTROL
 KV6538
 KV6538  ELLIP H (05/14/99)   68.20   (m)                       GP(       ) 4 1
 KV6538  NAD 83(1986)-  40 41 42.71831(N)    074 34 30.94319(W) AD(       ) 2
 KV6538  NGVD 29 (10/04/91)  101.6    (m)          333.     (f) GPS OBS        
 KV6538
 KV6538.Superseded values are not recommended for survey control.
 KV6538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6538.See file dsdata.txt to determine how the superseded data were derived.
 KV6538
 KV6538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3588505009(NAD 83)
 KV6538_MARKER: DD = SURVEY DISK
 KV6538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6538_SP_SET: CONCRETE POST
 KV6538_STAMPING: 122
 KV6538_MARK LOGO: NJ-035
 KV6538_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6538+STABILITY: SURFACE MOTION
 KV6538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6538+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1990
 KV6538
 KV6538  HISTORY     - Date     Condition        Report By
 KV6538  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6538  HISTORY     - 19900207 GOOD
 KV6538  HISTORY     - 20021130 GOOD             USPSQD
 KV6538
 KV6538                          STATION DESCRIPTION
 KV6538
 KV6538'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6538'THE STATION IS LOCATED IN BERNARDS TOWNSHIP, ON THE NORTHWEST SIDE OF
 KV6538'MOUNT AIRY ROAD.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 KV6538'HIGHWAY 202 AND MOUNT AIRY ROAD, IN THE BOROUGH OF BERNARDSVILLE, GO
 KV6538'2.96 KM (1.84 MI) SOUTHWEST ON MOUNT AIRY ROAD TO THE STATION ON THE
 KV6538'RIGHT.  ALSO, FROM THE JUNCTION OF INTERSTATE HIGHWAY I 287, EXIT 22
 KV6538'AND MOUNT AIRY ROAD, GO 0.8 KM (0.50 MI) NORTHEAST ON MOUNT AIRY ROAD
 KV6538'TO THE CRUM AND FOSTER INSURANCE FACILITY DRIVEWAY AND THE STATION ON
 KV6538'THE LEFT.  IT IS 8.25 M (27.07 FT) NORTHWEST OF THE MOUNT AIRY ROAD
 KV6538'CENTERLINE, 0.6 M (1.97 FT) NORTHWEST OF THE CURBLINE, 22.15 M
 KV6538'(72.67 FT) SOUTHWEST OF POLE NJ 1356 BV, 23.8 M (78.08 FT) NORTH
 KV6538'NORTHEAST OF POLE NJ 1357 BV, 9.3 M (30.51 FT) NORTHEAST OF THE
 KV6538'NORTHEASTERLY OF TWO BELL TELEPHONE MANHOLES IN THE ROAD AND 0.16 KM
 KV6538'(0.10 MI) NORTHWEST OF THE CRUM AND FOSTER INSURANCE COMPLEX DRIVEWAY
 KV6538'CENTERLINE.  THE STATION IS FLUSH WITH THE GROUND.  DESCRIPTION BY
 KV6538'NJGS RJK.
 KV6538
 KV6538                          STATION RECOVERY (1990)
 KV6538
 KV6538'RECOVERED 1990
 KV6538'RECOVERED IN GOOD CONDITION.
 KV6538
 KV6538                          STATION RECOVERY (2002)
 KV6538
 KV6538'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV6538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6539 ***********************************************************************
 KV6539  DESIGNATION -  SC 123
 KV6539  PID         -  KV6539
 KV6539  STATE/COUNTY-  NJ/SOMERSET
 KV6539  USGS QUAD   -  BERNARDSVILLE (1981)
 KV6539
 KV6539                         *CURRENT SURVEY CONTROL
 KV6539  ___________________________________________________________________
 KV6539* NAD 83(1996)-  40 41 32.78154(N)    074 34 42.18709(W)     ADJUSTED  
 KV6539* NAVD 88     -        92.3    (meters)     303.     (feet)  VERTCON   
 KV6539  ___________________________________________________________________
 KV6539  X           -   1,287,842.740 (meters)                     COMP
 KV6539  Y           -  -4,668,603.677 (meters)                     COMP
 KV6539  Z           -   4,136,624.724 (meters)                     COMP
 KV6539  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 KV6539  ELLIP HEIGHT-          59.16  (meters)          (10/23/02) GPS OBS
 KV6539  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KV6539
 KV6539  HORZ ORDER  -  SECOND
 KV6539  ELLP ORDER  -  FOURTH    CLASS I
 KV6539
 KV6539.The horizontal coordinates were established by GPS observations
 KV6539.and adjusted by the National Geodetic Survey in May 1999..
 KV6539
 KV6539.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6539
 KV6539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6539
 KV6539.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6539
 KV6539.The ellipsoidal height was determined by GPS observations
 KV6539.and is referenced to NAD 83.
 KV6539
 KV6539.The geoid height was determined by GEOID03.
 KV6539
 KV6539;                    North         East     Units Scale Factor Converg.
 KV6539;SPC NJ       -   206,399.033   143,375.140   MT  0.99990054   -0 03 04.0
 KV6539;SPC NJ       -   677,160.83    470,389.94   sFT  0.99990054   -0 03 04.0
 KV6539;UTM  18      - 4,504,701.278   535,622.803   MT  0.99961562   +0 16 29.6
 KV6539
 KV6539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6539!SPC NJ       -   0.99999072  x   0.99990054  =   0.99989126
 KV6539!UTM  18      -   0.99999072  x   0.99961562  =   0.99960634
 KV6539
 KV6539:                Primary Azimuth Mark                     Grid Az
 KV6539:SPC NJ       -  SC 122                                   040 47 16.4
 KV6539:UTM  18      -  SC 122                                   040 27 42.8
 KV6539
 KV6539|---------------------------------------------------------------------|
 KV6539| PID    Reference Object                     Distance      Geod. Az  |
 KV6539|                                                           dddmmss.s |
 KV6539| KV6538 SC 122                              404.581 METERS 0404412.4 |
 KV6539|---------------------------------------------------------------------|
 KV6539
 KV6539                          SUPERSEDED SURVEY CONTROL
 KV6539
 KV6539  ELLIP H (05/14/99)   59.17   (m)                       GP(       ) 4 1
 KV6539  NAD 83(1986)-  40 41 32.78036(N)    074 34 42.18865(W) AD(       ) 2
 KV6539  NGVD 29 (10/04/91)   92.5    (m)          303.     (f) GPS OBS        
 KV6539
 KV6539.Superseded values are not recommended for survey control.
 KV6539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6539.See file dsdata.txt to determine how the superseded data were derived.
 KV6539
 KV6539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3562304701(NAD 83)
 KV6539_MARKER: DD = SURVEY DISK
 KV6539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6539_SP_SET: CONCRETE POST
 KV6539_STAMPING: 123
 KV6539_MARK LOGO: NJ-035
 KV6539_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6539+STABILITY: SURFACE MOTION
 KV6539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6539+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1990
 KV6539
 KV6539  HISTORY     - Date     Condition        Report By
 KV6539  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6539  HISTORY     - 19900207 GOOD
 KV6539
 KV6539                          STATION DESCRIPTION
 KV6539
 KV6539'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6539'THE STATION IS LOCATED IN BERNARDS TOWNSHIP, ON THE SOUTHWEST CORNER
 KV6539'OF THE JUNCTION OF MOUNT AIRY ROAD AND WHITENACK ROAD.  TO REACH THE
 KV6539'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY I 287, EXIT 22, AND
 KV6539'MOUNT AIRY ROAD, COUNTY ROAD 525, WHICH IS ABOUT 3.0 KM (1.86 MI)
 KV6539'NORTH FROM LIBERTY CORNERS, GO 0.25 KM (0.16 MI) NORTH ON MOUNT AIRY
 KV6539'ROAD TO WHITENACK ROAD AND THE STATION ON THE LEFT.  ALSO, FROM THE
 KV6539'JUNCTION OF U.S. HIGHWAY 202 AND MOUNT AIRY ROAD, IN THE BOROUGH OF
 KV6539'BERNARDSVILLE, GO 3.36 KM (2.09 MI) SOUTHWEST ON MOUNT AIRY ROAD TO
 KV6539'WHITENACK ROAD AND THE STATION ON THE RIGHT.  IT IS 10.7 M
 KV6539'(35.10 FT) SOUTHEAST OF THE MOUNT AIRY ROAD CENTERLINE, 9.1 M
 KV6539'(29.86 FT) SOUTHWEST OF THE WHITENACK ROAD CENTERLINE, 6.6 M
 KV6539'(21.65 FT) EAST OF POLE NJ 2637 BV, 6.25 M (20.51 FT) EAST OF A POLE,
 KV6539'NO NUMBER AND 6.1 M (20.01 FT) NORTH NORTHWEST OF THE CENTER OF A
 KV6539'STORM SEWER MANHOLE.  THE STATION IS 0.05 M (0.16 FT) BELOW THE
 KV6539'GROUND.  DESCRIPTION BY NJGS RJK.
 KV6539
 KV6539                          STATION RECOVERY (1990)
 KV6539
 KV6539'RECOVERED 1990
 KV6539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6540 ***********************************************************************
 KV6540  DESIGNATION -  SC 124
 KV6540  PID         -  KV6540
 KV6540  STATE/COUNTY-  NJ/SOMERSET
 KV6540  USGS QUAD   -  GLADSTONE (1995)
 KV6540
 KV6540                         *CURRENT SURVEY CONTROL
 KV6540  ___________________________________________________________________
 KV6540* NAD 83(1996)-  40 41 11.05112(N)    074 38 27.14149(W)     ADJUSTED  
 KV6540* NAVD 88     -        45.8    (meters)     150.     (feet)  VERTCON   
 KV6540  ___________________________________________________________________
 KV6540  X           -   1,282,856.750 (meters)                     COMP
 KV6540  Y           -  -4,670,392.792 (meters)                     COMP
 KV6540  Z           -   4,136,086.093 (meters)                     COMP
 KV6540  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 KV6540  ELLIP HEIGHT-          12.59  (meters)          (10/23/02) GPS OBS
 KV6540  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KV6540
 KV6540  HORZ ORDER  -  SECOND
 KV6540  ELLP ORDER  -  FOURTH    CLASS I
 KV6540
 KV6540.The horizontal coordinates were established by GPS observations
 KV6540.and adjusted by the National Geodetic Survey in May 1999..
 KV6540
 KV6540.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6540
 KV6540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6540
 KV6540.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6540
 KV6540.The ellipsoidal height was determined by GPS observations
 KV6540.and is referenced to NAD 83.
 KV6540
 KV6540.The geoid height was determined by GEOID03.
 KV6540
 KV6540;                    North         East     Units Scale Factor Converg.
 KV6540;SPC NJ       -   205,735.377   138,092.846   MT  0.99990174   -0 05 30.6
 KV6540;SPC NJ       -   674,983.48    453,059.61   sFT  0.99990174   -0 05 30.6
 KV6540;UTM  18      - 4,504,007.779   530,345.889   MT  0.99961133   +0 14 02.8
 KV6540
 KV6540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6540!SPC NJ       -   0.99999803  x   0.99990174  =   0.99989977
 KV6540!UTM  18      -   0.99999803  x   0.99961133  =   0.99960936
 KV6540
 KV6540:                Primary Azimuth Mark                     Grid Az
 KV6540:SPC NJ       -  SC 125                                   137 49 11.9
 KV6540:UTM  18      -  SC 125                                   137 29 38.5
 KV6540
 KV6540|---------------------------------------------------------------------|
 KV6540| PID    Reference Object                     Distance      Geod. Az  |
 KV6540|                                                           dddmmss.s |
 KV6540| KV6541 SC 125                              470.570 METERS 1374341.3 |
 KV6540|---------------------------------------------------------------------|
 KV6540
 KV6540                          SUPERSEDED SURVEY CONTROL
 KV6540
 KV6540  ELLIP H (05/14/99)   12.60   (m)                       GP(       ) 4 1
 KV6540  NAD 83(1986)-  40 41 11.05053(N)    074 38 27.14247(W) AD(       ) 2
 KV6540  NGVD 29 (10/04/91)   46.1    (m)          151.     (f) GPS OBS        
 KV6540
 KV6540.Superseded values are not recommended for survey control.
 KV6540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6540.See file dsdata.txt to determine how the superseded data were derived.
 KV6540
 KV6540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3034604008(NAD 83)
 KV6540_MARKER: DD = SURVEY DISK
 KV6540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6540_SP_SET: CONCRETE POST
 KV6540_STAMPING: 124
 KV6540_MARK LOGO: NJ-035
 KV6540_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6540+STABILITY: SURFACE MOTION
 KV6540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6540+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1990
 KV6540
 KV6540  HISTORY     - Date     Condition        Report By
 KV6540  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6540  HISTORY     - 19900207 GOOD
 KV6540  HISTORY     - 20020702 POOR             INDIV
 KV6540
 KV6540                          STATION DESCRIPTION
 KV6540
 KV6540'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6540'THE STATION IS LOCATED IN FAR HILLS BOROUGH, ON THE WEST SIDE OF
 KV6540'PEAPACK ROAD, AT THE NORTHEAST CORNER OF THE SOMERSET COUNTY
 KV6540'FAIRGROUNDS.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 KV6540'HIGHWAY I 287, EXIT 18 AND U.S.HIGHWAYS 202,206, GO 2.56 KM
 KV6540'(1.59 MI) NORTH ON ROUTE 206 TO THE JUNCTION WITH COUNTY ROAD 523,
 KV6540'MAIN STREET IN BEDMINSTER, TURN RIGHT AND GO 1.6 KM (0.99 MI)
 KV6540'NORTHEAST ON MAIN STREET, ROUTE 202, TO PEAPACK ROAD, COUNTY ROAD 512,
 KV6540'IN FAR HILLS BOROUGH, TURN LEFT AND GO 0.40 KM (0.25 MI) NORTHWEST ON
 KV6540'PEAPACK ROAD TO THE STATION ON THE LEFT.  IT IS 0.6 M (1.97 FT)
 KV6540'SOUTHWEST OF THE CURBLINE, 6.5 M (21.33 FT) SOUTHWEST OF THE PEAPACK
 KV6540'ROAD CENTERLINE, 2.7 M (8.86 FT) NORTHEAST OF THE FAIRGROUNDS FENCE,
 KV6540'15.4 M (50.52 FT) SOUTHEAST OF THE NORTHEAST END OF THE FENCE, 19.9 M
 KV6540'(65.29 FT) WEST OF POLE 70048 FH, 28.7 M (94.16 FT) SOUTH OF POLE
 KV6540'70049 FH AND 37.9 M (124.34 FT) NORTHWEST OF THE FAIRGROUNDS, NORTH
 KV6540'DRIVEWAY CENTERLINE. THE STATION IS FLUSH WITH THE GROUND.
 KV6540'DESCRIPTION BY NJGS RJK.
 KV6540
 KV6540                          STATION RECOVERY (1990)
 KV6540
 KV6540'RECOVERED 1990
 KV6540'RECOVERED IN GOOD CONDITION.
 KV6540
 KV6540                          STATION RECOVERY (2002)
 KV6540
 KV6540'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JK)
 KV6540'CONSTRUCTION OF NEW CONCRETE SIDEWALK PROBABLY DISTURBED MARKER. HALF
 KV6540'OF DISK IS MISSING AND REMAINING PART IS TILTED. MARK IS VIEWABLE AT
 KV6540'NOTCH IN EDGE OF NEW SIDEWALK. DIGITAL PHOTOS AVAILABLE BY REQUEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6541 ***********************************************************************
 KV6541  DESIGNATION -  SC 125
 KV6541  PID         -  KV6541
 KV6541  STATE/COUNTY-  NJ/SOMERSET
 KV6541  USGS QUAD   -  GLADSTONE (1995)
 KV6541
 KV6541                         *CURRENT SURVEY CONTROL
 KV6541  ___________________________________________________________________
 KV6541* NAD 83(1996)-  40 40 59.76267(N)    074 38 13.66209(W)     ADJUSTED  
 KV6541* NAVD 88     -        41.6    (meters)     136.     (feet)  VERTCON   
 KV6541  ___________________________________________________________________
 KV6541  X           -   1,283,221.248 (meters)                     COMP
 KV6541  Y           -  -4,670,524.749 (meters)                     COMP
 KV6541  Z           -   4,135,819.291 (meters)                     COMP
 KV6541  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 KV6541  ELLIP HEIGHT-           8.37  (meters)          (10/23/02) GPS OBS
 KV6541  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KV6541
 KV6541  HORZ ORDER  -  SECOND
 KV6541  ELLP ORDER  -  FOURTH    CLASS I
 KV6541
 KV6541.The horizontal coordinates were established by GPS observations
 KV6541.and adjusted by the National Geodetic Survey in May 1999..
 KV6541
 KV6541.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6541
 KV6541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6541
 KV6541.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6541
 KV6541.The ellipsoidal height was determined by GPS observations
 KV6541.and is referenced to NAD 83.
 KV6541
 KV6541.The geoid height was determined by GEOID03.
 KV6541
 KV6541;                    North         East     Units Scale Factor Converg.
 KV6541;SPC NJ       -   205,386.701   138,408.785   MT  0.99990165   -0 05 21.8
 KV6541;SPC NJ       -   673,839.53    454,096.16   sFT  0.99990165   -0 05 21.8
 KV6541;UTM  18      - 4,503,661.007   530,663.715   MT  0.99961157   +0 14 11.6
 KV6541
 KV6541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6541!SPC NJ       -   0.99999869  x   0.99990165  =   0.99990034
 KV6541!UTM  18      -   0.99999869  x   0.99961157  =   0.99961026
 KV6541
 KV6541:                Primary Azimuth Mark                     Grid Az
 KV6541:SPC NJ       -  SC 124                                   317 49 11.8
 KV6541:UTM  18      -  SC 124                                   317 29 38.4
 KV6541
 KV6541|---------------------------------------------------------------------|
 KV6541| PID    Reference Object                     Distance      Geod. Az  |
 KV6541|                                                           dddmmss.s |
 KV6541| KV6540 SC 124                              470.570 METERS 3174350.0 |
 KV6541|---------------------------------------------------------------------|
 KV6541
 KV6541                          SUPERSEDED SURVEY CONTROL
 KV6541
 KV6541  ELLIP H (05/14/99)    8.38   (m)                       GP(       ) 4 1
 KV6541  NAD 83(1986)-  40 40 59.76209(N)    074 38 13.66308(W) AD(       ) 2
 KV6541  NGVD 29 (10/04/91)   41.9    (m)          137.     (f) GPS OBS        
 KV6541
 KV6541.Superseded values are not recommended for survey control.
 KV6541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6541.See file dsdata.txt to determine how the superseded data were derived.
 KV6541
 KV6541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3066403661(NAD 83)
 KV6541_MARKER: DD = SURVEY DISK
 KV6541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6541_SP_SET: CONCRETE POST
 KV6541_STAMPING: 125
 KV6541_MARK LOGO: NJ-035
 KV6541_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6541+STABILITY: SURFACE MOTION
 KV6541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6541+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1990
 KV6541
 KV6541  HISTORY     - Date     Condition        Report By
 KV6541  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6541  HISTORY     - 19900212 GOOD
 KV6541  HISTORY     - 20020702 MARK NOT FOUND   INDIV
 KV6541
 KV6541                          STATION DESCRIPTION
 KV6541
 KV6541'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6541'THE STATION IS LOCATED IN FAR HILLS BOROUGH, IN THE TRAFFIC ISLAND AT
 KV6541'THE JUNCTION OF MAIN STREET, MINE BROOK ROAD, COUNTY ROAD 523 AND
 KV6541'PEAPACK ROAD, COUNTY ROAD 512.  TO REACH THE STATION FROM THE
 KV6541'JUNCTION OF INTERSTATE HIGHWAY I 287, EXIT 18 AND U.S.HIGHWAY
 KV6541'202,206, GO 2.56 KM (1.59 MI) NORTH ON ROUTE 206 TO THE JUNCTION WITH
 KV6541'MAIN STREET, COUNTY ROAD 523, IN BEDMINSTER, TURN RIGHT AND GO 1.6 KM
 KV6541'(0.99 MI) NORTHEAST ON MAIN STREET, ROUTE 202, TO THE JUNCTION WITH
 KV6541'PEAPACK ROAD, COUNTY ROAD 512, AND THE STATION ON THE LEFT.  IT IS IN
 KV6541'A TRIANGULAR SHAPED GRASS ISLAND AT THE INTERSECTION, WHICH IS ABOUT
 KV6541'115 M (377.30 FT) EAST OF THE CENTER OF THE ROUTE 202 BRIDGE OVER THE
 KV6541'NORTH BRANCH OF THE RARITAN RIVER, AND THE BOROUGH LINE, 7.1 M
 KV6541'(23.29 FT) NORTH OF THE ROUTE 202 CENTERLINE, 1.1 M (3.61 FT) NORTH
 KV6541'OF THE ISLAND CURB, 5.2 M (17.06 FT) WEST OF A WATER VALVE, 9.1 M
 KV6541'(29.86 FT) SOUTH OF THE NORTH ISLAND NOSE, 2.35 M (7.71 FT) WEST OF
 KV6541'THE EAST ISLAND NOSE AND 7.8 M (25.59 FT) EAST OF THE WEST ISLAND
 KV6541'NOSE.  THE STATION IS FLUSH WITH THE GROUND.  DESCRIPTION BY NJGS RJK
 KV6541',SRB.
 KV6541
 KV6541                          STATION RECOVERY (1990)
 KV6541
 KV6541'RECOVERED 1990
 KV6541'RECOVERED IN GOOD CONDITION.
 KV6541
 KV6541                          STATION RECOVERY (2002)
 KV6541
 KV6541'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JK)
 KV6541'GRASS ISLAND HAS BEEN REPLACED BY CONCRETE. FOUND WATER VALVE IN 1989
 KV6541'DESCRIPTION AND NO EVIDENCE OF ANY MARKER WITHIN 20 FT. RADIUS.
 KV6541'DIGITAL PHOTOS AVAILABLE BY REQUEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6542 ***********************************************************************
 KV6542  DESIGNATION -  SC 126
 KV6542  PID         -  KV6542
 KV6542  STATE/COUNTY-  NJ/SOMERSET
 KV6542  USGS QUAD   -  GLADSTONE (1995)
 KV6542
 KV6542                         *CURRENT SURVEY CONTROL
 KV6542  ___________________________________________________________________
 KV6542* NAD 83(1996)-  40 43 25.45199(N)    074 40 06.65044(W)     ADJUSTED  
 KV6542* NAVD 88     -        72.1    (meters)     237.     (feet)  VERTCON   
 KV6542  ___________________________________________________________________
 KV6542  X           -   1,279,893.834 (meters)                     COMP
 KV6542  Y           -  -4,668,422.814 (meters)                     COMP
 KV6542  Z           -   4,139,246.112 (meters)                     COMP
 KV6542  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 KV6542  ELLIP HEIGHT-          38.89  (meters)          (10/23/02) GPS OBS
 KV6542  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KV6542
 KV6542  HORZ ORDER  -  SECOND
 KV6542  ELLP ORDER  -  FOURTH    CLASS I
 KV6542
 KV6542.The horizontal coordinates were established by GPS observations
 KV6542.and adjusted by the National Geodetic Survey in May 1999..
 KV6542
 KV6542.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6542
 KV6542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6542
 KV6542.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6542
 KV6542.The ellipsoidal height was determined by GPS observations
 KV6542.and is referenced to NAD 83.
 KV6542
 KV6542.The geoid height was determined by GEOID03.
 KV6542
 KV6542;                    North         East     Units Scale Factor Converg.
 KV6542;SPC NJ       -   209,884.904   135,764.430   MT  0.99990249   -0 06 35.8
 KV6542;SPC NJ       -   688,597.39    445,420.47   sFT  0.99990249   -0 06 35.8
 KV6542;UTM  18      - 4,508,142.782   527,994.581   MT  0.99960965   +0 12 58.6
 KV6542
 KV6542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6542!SPC NJ       -   0.99999390  x   0.99990249  =   0.99989639
 KV6542!UTM  18      -   0.99999390  x   0.99960965  =   0.99960355
 KV6542
 KV6542|---------------------------------------------------------------------|
 KV6542| PID    Reference Object                     Distance      Geod. Az  |
 KV6542|                                                           dddmmss.s |
 KV6542| KV6543 SC 127                              349.646 METERS 15544     |
 KV6542|---------------------------------------------------------------------|
 KV6542
 KV6542                          SUPERSEDED SURVEY CONTROL
 KV6542
 KV6542  ELLIP H (05/14/99)   38.91   (m)                       GP(       ) 4 1
 KV6542  NAD 83(1986)-  40 43 25.45124(N)    074 40 06.65140(W) AD(       ) 2
 KV6542  NGVD 29 (10/04/91)   72.3    (m)          237.     (f) GPS OBS        
 KV6542
 KV6542.Superseded values are not recommended for survey control.
 KV6542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6542.See file dsdata.txt to determine how the superseded data were derived.
 KV6542
 KV6542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2799508143(NAD 83)
 KV6542_MARKER: DD = SURVEY DISK
 KV6542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6542_SP_SET: CONCRETE POST
 KV6542_STAMPING: 126
 KV6542_MARK LOGO: NJ-035
 KV6542_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6542+STABILITY: SURFACE MOTION
 KV6542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6542+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6542
 KV6542  HISTORY     - Date     Condition        Report By
 KV6542  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6542
 KV6542                          STATION DESCRIPTION
 KV6542
 KV6542'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6542'THE STATION IS LOCATED IN THE BOROUGH OF GLADSTONE, ON THE WEST SIDE
 KV6542'OF MAIN STREET, COUNTY ROAD 671, JUST NORTH OF THE BRIDGE OVER
 KV6542'PEAPACK BROOK.  TO REACH THE THE STATION FROM THE JUNCTION OF
 KV6542'POTTERSVILLE ROAD, COUNTY ROAD 512 AND U.S. HIGHWAY 206, IN THE
 KV6542'NORTHWEST CORNER OF THE COUNTY, GO 0.9 KM (0.56 MI) EAST ON ROUTE 512
 KV6542'TO MAIN STREET, TURN LEFT AND GO 0.32 KM (0.20 MI) NORTH ON MAIN
 KV6542'STREET TO THE BRIDGE AND THE STATION ON THE LEFT.  IT IS ABOUT 39 M
 KV6542'(127.95 FT) NORTH OF THE NORTHWEST CORNER OF THE BRIDGE, 0.4 M
 KV6542'(1.31 FT) NORTHWEST OF THE MAIN STREET EDGE OF PAVING, 4.4 M
 KV6542'(14.44 FT) NORTHWEST OF THE MAIN STREET CENTERLINE, 5.3 M (17.39 FT)
 KV6542'NORTHEAST OF THE NORTHEAST EDGE OF AN INLET CURBPIECE, 0.4 M
 KV6542'(1.31 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF SIDEWALK, 11.7 M
 KV6542'(38.39 FT) WEST OF POLE 70296 PG AND 17.4 M (57.09 FT) NORTHEAST OF
 KV6542'THE NORTHEAST CORNER OF PORCH STEPS LEADING TO A 2.5 STORY STUCCO,
 KV6542'HOUSE NUMBER 293.  THE STATION IS 0.1 M (0.33 FT) BELOW THE GROUND.
 KV6542'DESCRIPTION BY NJGS RJK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6543 ***********************************************************************
 KV6543  DESIGNATION -  SC 127
 KV6543  PID         -  KV6543
 KV6543  STATE/COUNTY-  NJ/SOMERSET
 KV6543  USGS QUAD   -  GLADSTONE (1995)
 KV6543
 KV6543                         *CURRENT SURVEY CONTROL
 KV6543  ___________________________________________________________________
 KV6543* NAD 83(1996)-  40 43 15.11895(N)    074 40 00.52640(W)     ADJUSTED  
 KV6543* NAVD 88     -        70.8    (meters)     232.     (feet)  VERTCON   
 KV6543  ___________________________________________________________________
 KV6543  X           -   1,280,087.181 (meters)                     COMP
 KV6543  Y           -  -4,668,584.457 (meters)                     COMP
 KV6543  Z           -   4,139,003.741 (meters)                     COMP
 KV6543  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 KV6543  ELLIP HEIGHT-          37.66  (meters)          (10/23/02) GPS OBS
 KV6543  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KV6543
 KV6543  HORZ ORDER  -  SECOND
 KV6543  ELLP ORDER  -  FOURTH    CLASS I
 KV6543
 KV6543.The horizontal coordinates were established by GPS observations
 KV6543.and adjusted by the National Geodetic Survey in May 1999..
 KV6543
 KV6543.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6543
 KV6543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6543
 KV6543.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6543
 KV6543.The ellipsoidal height was determined by GPS observations
 KV6543.and is referenced to NAD 83.
 KV6543
 KV6543.The geoid height was determined by GEOID03.
 KV6543
 KV6543;                    North         East     Units Scale Factor Converg.
 KV6543;SPC NJ       -   209,565.920   135,907.531   MT  0.99990244   -0 06 31.8
 KV6543;SPC NJ       -   687,550.86    445,889.96   sFT  0.99990244   -0 06 31.8
 KV6543;UTM  18      - 4,507,824.710   528,139.453   MT  0.99960975   +0 13 02.5
 KV6543
 KV6543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6543!SPC NJ       -   0.99999409  x   0.99990244  =   0.99989653
 KV6543!UTM  18      -   0.99999409  x   0.99960975  =   0.99960384
 KV6543
 KV6543|---------------------------------------------------------------------|
 KV6543| PID    Reference Object                     Distance      Geod. Az  |
 KV6543|                                                           dddmmss.s |
 KV6543| KV6542 SC 126                              349.646 METERS 33544     |
 KV6543|---------------------------------------------------------------------|
 KV6543
 KV6543                          SUPERSEDED SURVEY CONTROL
 KV6543
 KV6543  ELLIP H (05/14/99)   37.67   (m)                       GP(       ) 4 1
 KV6543  NAD 83(1986)-  40 43 15.11802(N)    074 40 00.52695(W) AD(       ) 2
 KV6543  NGVD 29 (10/04/91)   71.1    (m)          233.     (f) GPS OBS        
 KV6543
 KV6543.Superseded values are not recommended for survey control.
 KV6543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6543.See file dsdata.txt to determine how the superseded data were derived.
 KV6543
 KV6543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2813907825(NAD 83)
 KV6543_MARKER: DD = SURVEY DISK
 KV6543_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6543_SP_SET: CONCRETE SIDEWALK
 KV6543_STAMPING: 127
 KV6543_MARK LOGO: NJ-035
 KV6543_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6543+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6543
 KV6543  HISTORY     - Date     Condition        Report By
 KV6543  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6543  HISTORY     - 20050918 GOOD             GEOCAC
 KV6543
 KV6543                          STATION DESCRIPTION
 KV6543
 KV6543'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6543'THE STATION IS LOCATED IN BEDMINSTER TOWNSHIP, ON THE WEST SIDE OF
 KV6543'MAIN STREET, IN GLADSTONE BOROUGH.  TO REACH THE STATION FROM THE
 KV6543'JUNCTION OF U.S. HIGHWAY 206 AND POTTERSVILLE ROAD, COUNTY ROAD 512,
 KV6543'IN THE NORTHWEST CORNER OF THE COUNTY, GO 0.9 KM (0.56 MI) EAST ON
 KV6543'ROUTE 512 TO MAIN STREET, TURN RIGHT AND GO 0.05 KM (0.03 MI)
 KV6543'SOUTHEAST TO THE STATION ON THE RIGHT.  IT IS 26.7 M (87.60 FT)
 KV6543'NORTHWEST OF THE GLADSTONE RAILROAD STATION EXIT DRIVEWAY CENTERLINE,
 KV6543'2.2 M (7.22 FT) NORTHWEST OF POLE 7000 L, 2.0 M (6.56 FT) WEST OF THE
 KV6543'MAIN STREET CURBLINE, 6.2 M (20.34 FT) SOUTHEAST OF THE SOUTHEAST
 KV6543'CORNER OF A 1 STORY STUCCO BUILDING AND 3.6 M (11.81 FT) SOUTH OF THE
 KV6543'SOUTH CORNER OF AN INLET CURBPIECE.  THE STATION IS FLUSH IN THE
 KV6543'SIDEWALK.  DESCRIPTION BY NJGS RJK.
 KV6543
 KV6543                          STATION RECOVERY (2005)
 KV6543
 KV6543'RECOVERY NOTE BY GEOCACHING 2005 (JRI)
 KV6543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6544 ***********************************************************************
 KV6544  DESIGNATION -  SC 128
 KV6544  PID         -  KV6544
 KV6544  STATE/COUNTY-  NJ/SOMERSET
 KV6544  USGS QUAD   -  GLADSTONE (1995)
 KV6544
 KV6544                         *CURRENT SURVEY CONTROL
 KV6544  ___________________________________________________________________
 KV6544* NAD 83(1996)-  40 42 26.55343(N)    074 43 00.45402(W)     ADJUSTED  
 KV6544* NAVD 88     -        59.66   (+/-2cm)     195.7    (feet)  VERTCON   
 KV6544  ___________________________________________________________________
 KV6544  X           -   1,276,269.549 (meters)                     COMP
 KV6544  Y           -  -4,670,633.706 (meters)                     COMP
 KV6544  Z           -   4,137,860.871 (meters)                     COMP
 KV6544  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 KV6544  ELLIP HEIGHT-          26.39  (meters)          (10/23/02) GPS OBS
 KV6544  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KV6544
 KV6544  HORZ ORDER  -  SECOND
 KV6544  VERT ORDER  -  THIRD ? (See Below)
 KV6544  ELLP ORDER  -  FOURTH    CLASS I
 KV6544
 KV6544.The horizontal coordinates were established by GPS observations
 KV6544.and adjusted by the National Geodetic Survey in May 1999..
 KV6544
 KV6544.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6544.The vertical order pertains to the NGVD 29 superseded value.
 KV6544
 KV6544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6544
 KV6544.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6544
 KV6544.The ellipsoidal height was determined by GPS observations
 KV6544.and is referenced to NAD 83.
 KV6544
 KV6544.The geoid height was determined by GEOID03.
 KV6544
 KV6544;                    North         East     Units Scale Factor Converg.
 KV6544;SPC NJ       -   208,077.200   131,681.494   MT  0.99990413   -0 08 29.0
 KV6544;SPC NJ       -   682,666.61    432,025.03   sFT  0.99990413   -0 08 29.0
 KV6544;UTM  18      - 4,506,312.405   523,923.203   MT  0.99960704   +0 11 04.9
 KV6544
 KV6544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6544!SPC NJ       -   0.99999586  x   0.99990413  =   0.99989999
 KV6544!UTM  18      -   0.99999586  x   0.99960704  =   0.99960290
 KV6544
 KV6544:                Primary Azimuth Mark                     Grid Az
 KV6544:SPC NJ       -  SC 129                                   157 52 26.5
 KV6544:UTM  18      -  SC 129                                   157 32 52.6
 KV6544
 KV6544|---------------------------------------------------------------------|
 KV6544| PID    Reference Object                     Distance      Geod. Az  |
 KV6544|                                                           dddmmss.s |
 KV6544| KV6545 SC 129                              APPROX. 0.5 KM 1574357.5 |
 KV6544|---------------------------------------------------------------------|
 KV6544
 KV6544                          SUPERSEDED SURVEY CONTROL
 KV6544
 KV6544  ELLIP H (05/14/99)   26.40   (m)                       GP(       ) 4 1
 KV6544  NAD 83(1986)-  40 42 26.55268(N)    074 43 00.45440(W) AD(       ) 2
 KV6544  NGVD 29 (10/04/91)   59.91   (m)          196.6    (f) LEVELING    3  
 KV6544
 KV6544.Superseded values are not recommended for survey control.
 KV6544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6544.See file dsdata.txt to determine how the superseded data were derived.
 KV6544
 KV6544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2392306312(NAD 83)
 KV6544_MARKER: DD = SURVEY DISK
 KV6544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6544_SP_SET: CONCRETE POST
 KV6544_STAMPING: 128
 KV6544_MARK LOGO: NJ-035
 KV6544_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6544+STABILITY: SURFACE MOTION
 KV6544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6544+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1990
 KV6544
 KV6544  HISTORY     - Date     Condition        Report By
 KV6544  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6544  HISTORY     - 19900207 GOOD
 KV6544
 KV6544                          STATION DESCRIPTION
 KV6544
 KV6544'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6544'THE STATION IS LOCATED IN BEDMINSTER TOWNSHIP, ON THE WEST SIDE OF
 KV6544'BLACK RIVER ROAD.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6544'POTTERSVILLE ROAD, COUNTY ROAD 512, AND BLACK RIVER ROAD IN
 KV6544'POTTERSVILLE AT THE POTTERSVILLE REFORMED CHURCH, GO 0.88 KM
 KV6544'(0.55 MI) SOUTH ON BLACK RIVER ROAD TO THE DRIVEWAY AT P.O. BOX
 KV6544'NUMBERS 1833, 1835 AND THE STATION ON THE RIGHT.  IT IS LOCATED 10.75
 KV6544'M (35.27 FT) SOUTHEAST OF THE SOUTH CORNER OF A TWO STORY BARN GARAGE
 KV6544', 23.2 M (76.12 FT) SOUTH SOUTHWEST OF THE EAST CORNER OF THE BARN,
 KV6544'2.5 M (8.20 FT) NORTHWEST OF THE EDGE OF PAVING, 5.5 M (18.04 FT)
 KV6544'NORTHWEST OF THE BLACK RIVER ROAD CENTERLINE, 11.3 M (37.07 FT)
 KV6544'NORTHWEST OF A MAILBOX POST FOR BOX NUMBERS 1833 AND 1835, 14.55 M
 KV6544'(47.74 FT) NORTHEAST OF CGS BENCHMARK P 25 1942, 5.8 M (19.03 FT)
 KV6544'NORTHEAST OF THE STONE DRIVEWAY CENTERLINE, 11.8 M (38.71 FT)
 KV6544'SOUTHEAST OF AN 8 INCH TREE AND 68.9 M (226.05 FT) NORTH OF THE HERZOG
 KV6544'BROOK CENTERLINE AT THE BLACK RIVER ROAD BRIDGE.  THE STATION IS 0.05
 KV6544'M (0.16 FT) BELOW THE GROUND.  DESCRIPTION BY NJGS SRB,RJK.
 KV6544
 KV6544                          STATION RECOVERY (1990)
 KV6544
 KV6544'RECOVERED 1990
 KV6544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6545 ***********************************************************************
 KV6545  DESIGNATION -  SC 129
 KV6545  PID         -  KV6545
 KV6545  STATE/COUNTY-  NJ/SOMERSET
 KV6545  USGS QUAD   -  GLADSTONE (1995)
 KV6545
 KV6545                         *CURRENT SURVEY CONTROL
 KV6545  ___________________________________________________________________
 KV6545* NAD 83(1996)-  40 42 11.01458(N)    074 42 52.09360(W)     ADJUSTED  
 KV6545* NAVD 88     -        64.3    (meters)     211.     (feet)  VERTCON   
 KV6545  ___________________________________________________________________
 KV6545  X           -   1,276,542.196 (meters)                     COMP
 KV6545  Y           -  -4,670,886.899 (meters)                     COMP
 KV6545  Z           -   4,137,500.527 (meters)                     COMP
 KV6545  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 KV6545  ELLIP HEIGHT-          31.02  (meters)          (10/23/02) GPS OBS
 KV6545  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KV6545
 KV6545  HORZ ORDER  -  SECOND
 KV6545  ELLP ORDER  -  FOURTH    CLASS I
 KV6545
 KV6545.The horizontal coordinates were established by GPS observations
 KV6545.and adjusted by the National Geodetic Survey in May 1999..
 KV6545
 KV6545.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6545
 KV6545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6545
 KV6545.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6545
 KV6545.The ellipsoidal height was determined by GPS observations
 KV6545.and is referenced to NAD 83.
 KV6545
 KV6545.The geoid height was determined by GEOID03.
 KV6545
 KV6545;                    North         East     Units Scale Factor Converg.
 KV6545;SPC NJ       -   207,597.443   131,876.557   MT  0.99990404   -0 08 23.5
 KV6545;SPC NJ       -   681,092.61    432,665.00   sFT  0.99990404   -0 08 23.5
 KV6545;UTM  18      - 4,505,833.908   524,120.934   MT  0.99960716   +0 11 10.3
 KV6545
 KV6545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6545!SPC NJ       -   0.99999513  x   0.99990404  =   0.99989917
 KV6545!UTM  18      -   0.99999513  x   0.99960716  =   0.99960230
 KV6545
 KV6545:                Primary Azimuth Mark                     Grid Az
 KV6545:SPC NJ       -  SC 128                                   337 52 26.4
 KV6545:UTM  18      -  SC 128                                   337 32 52.6
 KV6545
 KV6545|---------------------------------------------------------------------|
 KV6545| PID    Reference Object                     Distance      Geod. Az  |
 KV6545|                                                           dddmmss.s |
 KV6545| KV6544 SC 128                              APPROX. 0.5 KM 3374402.9 |
 KV6545|---------------------------------------------------------------------|
 KV6545
 KV6545                          SUPERSEDED SURVEY CONTROL
 KV6545
 KV6545  ELLIP H (05/14/99)   31.04   (m)                       GP(       ) 4 1
 KV6545  NAD 83(1986)-  40 42 11.01381(N)    074 42 52.09401(W) AD(       ) 2
 KV6545  NGVD 29 (10/04/91)   64.5    (m)          212.     (f) GPS OBS        
 KV6545
 KV6545.Superseded values are not recommended for survey control.
 KV6545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6545.See file dsdata.txt to determine how the superseded data were derived.
 KV6545
 KV6545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2412105834(NAD 83)
 KV6545_MARKER: DD = SURVEY DISK
 KV6545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6545_SP_SET: CONCRETE POST
 KV6545_STAMPING: 129
 KV6545_MARK LOGO: NJ-035
 KV6545_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6545+STABILITY: SURFACE MOTION
 KV6545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6545+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1990
 KV6545
 KV6545  HISTORY     - Date     Condition        Report By
 KV6545  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6545  HISTORY     - 19900207 GOOD
 KV6545
 KV6545                          STATION DESCRIPTION
 KV6545
 KV6545'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6545'THE STATION IS LOCATED IN BEDMINSTER TOWNSHIP, ON THE EAST SIDE OF
 KV6545'BLACK RIVER ROAD.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6545'POTTERSVILLE ROAD, COUNTY ROAD 512, AND BLACK RIVER ROAD AT THE
 KV6545'POTTERSVILLE REFORMED CHURCH IN POTTERSVILLE, GO 1.36 KM (0.85 MI)
 KV6545'SOUTH ON BLACK RIVER ROAD TO A TRIANGULAR GRASS ISLAND IN THE STONE
 KV6545'DRIVEWAY TO A 2.5 STORY FRAME HOUSE AND THE STATION ON THE LEFT.  IT
 KV6545'IS 16.25 M (53.31 FT) WEST OF POLE NJ 448 BDR, 34.5 M (113.19 FT)
 KV6545'SOUTH OF POLE D 4 119, 4.2 M (13.78 FT) SOUTHEAST OF THE BLACK RIVER
 KV6545'ROAD CENTERLINE, 1.5 M (4.92 FT) SOUTHEAST OF THE EDGE OF PAVING,
 KV6545'11.0 M (36.09 FT) SOUTHEAST OF A 16 INCH WALNUT TREE, 8.0 M
 KV6545'(26.25 FT) SOUTHWEST OF THE NORTH STONE DRIVEWAY CENTERLINE, 15.6 M
 KV6545'(51.18 FT) NORTHWEST OF THE SOUTH STONE DRIVEWAY CENTERLINE AND 17.1
 KV6545'M (56.10 FT) NORTHWEST OF A 6 FOOT STOCKADE FENCE.  THE STATION IS
 KV6545'0.05 M (0.16 FT) BELOW THE GROUND.  DESCRIPTION BY NJGS RJK.
 KV6545
 KV6545                          STATION RECOVERY (1990)
 KV6545
 KV6545'RECOVERED 1990
 KV6545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6546 ***********************************************************************
 KV6546  DESIGNATION -  SC 130
 KV6546  PID         -  KV6546
 KV6546  STATE/COUNTY-  NJ/SOMERSET
 KV6546  USGS QUAD   -  GLADSTONE (1995)
 KV6546
 KV6546                         *CURRENT SURVEY CONTROL
 KV6546  ___________________________________________________________________
 KV6546* NAD 83(1996)-  40 39 58.37925(N)    074 43 17.62466(W)     ADJUSTED  
 KV6546* NAVD 88     -        49.47   (+/-2cm)     162.3    (feet)  VERTCON   
 KV6546  ___________________________________________________________________
 KV6546  X           -   1,276,663.856 (meters)                     COMP
 KV6546  Y           -  -4,673,606.782 (meters)                     COMP
 KV6546  Z           -   4,134,388.234 (meters)                     COMP
 KV6546  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 KV6546  ELLIP HEIGHT-          16.03  (meters)          (10/23/02) GPS OBS
 KV6546  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KV6546
 KV6546  HORZ ORDER  -  SECOND
 KV6546  VERT ORDER  -  THIRD ? (See Below)
 KV6546  ELLP ORDER  -  FOURTH    CLASS I
 KV6546
 KV6546.The horizontal coordinates were established by GPS observations
 KV6546.and adjusted by the National Geodetic Survey in May 1999..
 KV6546
 KV6546.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6546.The vertical order pertains to the NGVD 29 superseded value.
 KV6546
 KV6546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6546
 KV6546.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6546
 KV6546.The ellipsoidal height was determined by GPS observations
 KV6546.and is referenced to NAD 83.
 KV6546
 KV6546.The geoid height was determined by GEOID03.
 KV6546
 KV6546;                    North         East     Units Scale Factor Converg.
 KV6546;SPC NJ       -   203,507.984   131,266.950   MT  0.99990432   -0 08 39.8
 KV6546;SPC NJ       -   667,675.78    430,664.99   sFT  0.99990432   -0 08 39.8
 KV6546;UTM  18      - 4,501,742.263   523,534.776   MT  0.99960682   +0 10 53.2
 KV6546
 KV6546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6546!SPC NJ       -   0.99999749  x   0.99990432  =   0.99990181
 KV6546!UTM  18      -   0.99999749  x   0.99960682  =   0.99960431
 KV6546
 KV6546:                Primary Azimuth Mark                     Grid Az
 KV6546:SPC NJ       -  SC 131                                   211 33 39.1
 KV6546:UTM  18      -  SC 131                                   211 14 06.1
 KV6546
 KV6546|---------------------------------------------------------------------|
 KV6546| PID    Reference Object                     Distance      Geod. Az  |
 KV6546|                                                           dddmmss.s |
 KV6546| KV6547 SC 131                              APPROX. 0.6 KM 2112459.3 |
 KV6546|---------------------------------------------------------------------|
 KV6546
 KV6546                          SUPERSEDED SURVEY CONTROL
 KV6546
 KV6546  ELLIP H (05/14/99)   16.04   (m)                       GP(       ) 4 1
 KV6546  NAD 83(1986)-  40 39 58.37876(N)    074 43 17.62520(W) AD(       ) 2
 KV6546  NGVD 29 (10/04/91)   49.72   (m)          163.1    (f) LEVELING    3  
 KV6546
 KV6546.Superseded values are not recommended for survey control.
 KV6546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6546.See file dsdata.txt to determine how the superseded data were derived.
 KV6546
 KV6546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2353501742(NAD 83)
 KV6546_MARKER: DD = SURVEY DISK
 KV6546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6546_SP_SET: CONCRETE POST
 KV6546_STAMPING: 130
 KV6546_MARK LOGO: NJ-035
 KV6546_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6546+STABILITY: SURFACE MOTION
 KV6546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6546+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1990
 KV6546
 KV6546  HISTORY     - Date     Condition        Report By
 KV6546  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6546  HISTORY     - 19900207 GOOD
 KV6546  HISTORY     - 20060830 GOOD             GEOCAC
 KV6546
 KV6546                          STATION DESCRIPTION
 KV6546
 KV6546'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6546'THE STATION IS LOCATED IN BEDMINSTER TOWNSHIP, ON THE WEST SIDE OF
 KV6546'BLACK RIVER ROAD.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6546'RATTLESNAKE BRIDGE ROAD, COUNTY ROAD 665 SPUR 523, AND INTERSTATE
 KV6546'HIGHWAY I 78, EXIT 26, PROCEED 2.56 KM (1.59 MI) NORTH NORTHWEST ON
 KV6546'RATTLESNAKE BRIDGE ROAD TO THE TEE INTERSECTION WITH LAMINGTON ROAD,
 KV6546'COUNTY ROAD 523, TURN RIGHT AND PROCEED 0.08 KM (0.05 MI) EAST TO THE
 KV6546'JUNCTION WITH BLACK RIVER ROAD, TURN LEFT AND PROCEED 0.56 KM
 KV6546'(0.35 MI) NORTH ON BLACK RIVER ROAD TO THE STATION ON THE LEFT.  IT
 KV6546'IS 1.9 M (6.23 FT) WEST OF THE EDGE OF PAVING, 5.25 M (17.22 FT) WEST
 KV6546'OF THE BLACK RIVER ROAD CENTERLINE, 11.45 M (37.57 FT) NORTHWEST OF A
 KV6546'16 INCH CEDAR TREE, 21.6 M (70.87 FT) NORTH OF POLE NJT 13, 3.8 M
 KV6546'(12.47 FT) EAST OF A 4 FOOT WIRE FENCE, 14.2 M (46.59 FT) SOUTH OF A
 KV6546'16 INCH CEDAR TREE, 24.4 M (80.05 FT) SOUTH OF POLE NJT 14 AND 76.1 M
 KV6546'(249.67 FT) SOUTH SOUTHEAST OF USCGS BENCH MARK S 25, 1942. THE
 KV6546'STATION IS 0.02 M (0.07 FT) BELOW THE GROUND. DESCRIPTION BY NJGS
 KV6546'RJK.
 KV6546
 KV6546                          STATION RECOVERY (1990)
 KV6546
 KV6546'RECOVERED 1990
 KV6546'RECOVERED IN GOOD CONDITION.
 KV6546
 KV6546                          STATION RECOVERY (2006)
 KV6546
 KV6546'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KV6546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6547 ***********************************************************************
 KV6547  DESIGNATION -  SC 131
 KV6547  PID         -  KV6547
 KV6547  STATE/COUNTY-  NJ/SOMERSET
 KV6547  USGS QUAD   -  GLADSTONE (1995)
 KV6547
 KV6547                         *CURRENT SURVEY CONTROL
 KV6547  ___________________________________________________________________
 KV6547* NAD 83(1996)-  40 39 41.67253(N)    074 43 31.02468(W)     ADJUSTED  
 KV6547* NAVD 88     -        42.7    (meters)     140.     (feet)  VERTCON   
 KV6547  ___________________________________________________________________
 KV6547  X           -   1,276,447.341 (meters)                     COMP
 KV6547  Y           -  -4,674,008.681 (meters)                     COMP
 KV6547  Z           -   4,133,992.891 (meters)                     COMP
 KV6547  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 KV6547  ELLIP HEIGHT-           9.23  (meters)          (10/23/02) GPS OBS
 KV6547  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 KV6547
 KV6547  HORZ ORDER  -  SECOND
 KV6547  ELLP ORDER  -  FOURTH    CLASS I
 KV6547
 KV6547.The horizontal coordinates were established by GPS observations
 KV6547.and adjusted by the National Geodetic Survey in May 1999..
 KV6547
 KV6547.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6547
 KV6547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6547
 KV6547.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6547
 KV6547.The ellipsoidal height was determined by GPS observations
 KV6547.and is referenced to NAD 83.
 KV6547
 KV6547.The geoid height was determined by GEOID03.
 KV6547
 KV6547;                    North         East     Units Scale Factor Converg.
 KV6547;SPC NJ       -   202,993.490   130,950.916   MT  0.99990446   -0 08 48.5
 KV6547;SPC NJ       -   665,987.81    429,628.13   sFT  0.99990446   -0 08 48.5
 KV6547;UTM  18      - 4,501,226.135   523,221.766   MT  0.99960664   +0 10 44.4
 KV6547
 KV6547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6547!SPC NJ       -   0.99999855  x   0.99990446  =   0.99990301
 KV6547!UTM  18      -   0.99999855  x   0.99960664  =   0.99960519
 KV6547
 KV6547:                Primary Azimuth Mark                     Grid Az
 KV6547:SPC NJ       -  SC 130                                   031 33 39.1
 KV6547:UTM  18      -  SC 130                                   031 14 06.2
 KV6547
 KV6547|---------------------------------------------------------------------|
 KV6547| PID    Reference Object                     Distance      Geod. Az  |
 KV6547|                                                           dddmmss.s |
 KV6547| KV6546 SC 130                              APPROX. 0.6 KM 0312450.6 |
 KV6547|---------------------------------------------------------------------|
 KV6547
 KV6547                          SUPERSEDED SURVEY CONTROL
 KV6547
 KV6547  ELLIP H (05/14/99)    9.24   (m)                       GP(       ) 4 1
 KV6547  NAD 83(1986)-  40 39 41.67209(N)    074 43 31.02527(W) AD(       ) 2
 KV6547  NGVD 29 (10/04/91)   42.9    (m)          141.     (f) GPS OBS        
 KV6547
 KV6547.Superseded values are not recommended for survey control.
 KV6547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6547.See file dsdata.txt to determine how the superseded data were derived.
 KV6547
 KV6547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2322201226(NAD 83)
 KV6547_MARKER: DD = SURVEY DISK
 KV6547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6547_SP_SET: CONCRETE POST
 KV6547_STAMPING: 131
 KV6547_MARK LOGO: NJ-035
 KV6547_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6547+STABILITY: SURFACE MOTION
 KV6547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6547+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1990
 KV6547
 KV6547  HISTORY     - Date     Condition        Report By
 KV6547  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6547  HISTORY     - 19900212 GOOD
 KV6547
 KV6547                          STATION DESCRIPTION
 KV6547
 KV6547'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6547'THE STATION IS LOCATED IN BEDMINSTER TOWNSHIP, ON THE NORTH SIDE OF
 KV6547'LAMINGTON ROAD.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6547'RATTLESNAKE BRIDGE ROAD, COUNTY ROAD 665 SPUR 523, AND INTERSTATE
 KV6547'HIGHWAY I 78, EXIT 26, PROCEED 2.56 KM (1.59 MI) NORTH NORTHWEST ON
 KV6547'RATTLESNAKE BRIDGE ROAD TO THE TEE JUNCTION WITH LAMINGTON ROAD,
 KV6547'COUNTY ROAD 523, TURN LEFT AND PROCEED 0.40 KM (0.25 MI) WEST ON
 KV6547'LAMINGTON ROAD TO THE STATION ON THE RIGHT.  ALSO, TO REACH THE
 KV6547'STATION FROM THE LAMINGTON ROAD BRIDGE OVER THE LAMINGTON RIVER, GO
 KV6547'0.32 KM (0.20 MI) EAST ON LAMINGTON ROAD TO THE STATION ON THE LEFT.
 KV6547'IT IS 3.4 M (11.15 FT) NORTH NORTHEAST OF THE EDGE OF PAVING, 7.2 M
 KV6547'(23.62 FT) NORTH NORTHEAST OF THE LAMINGTON ROAD CENTERLINE, 41.0 M
 KV6547'(134.51 FT) EAST OF POLE NJT 32, 23.4 M (76.77 FT) SOUTHEAST OF POLE
 KV6547'NJ267 BDR, 35.4 M (116.14 FT) WEST NORTHWEST OF POLE NJT 33 AND 5.6 M
 KV6547'(18.37 FT) SOUTH SOUTHEAST OF A 4 FOOT WIRE FENCE.  THE STATION IS
 KV6547'ABOUT 1.0 M (3.28 FT) ABOVE THE ROAD AND 0.05 M (0.16 FT) BELOW THE
 KV6547'GROUND.  DESCRIPTION BY NJGS RJK.
 KV6547
 KV6547                          STATION RECOVERY (1990)
 KV6547
 KV6547'RECOVERED 1990
 KV6547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6548 ***********************************************************************
 KV6548  DESIGNATION -  SC 132
 KV6548  PID         -  KV6548
 KV6548  STATE/COUNTY-  NJ/SOMERSET
 KV6548  USGS QUAD   -  GLADSTONE (1995)
 KV6548
 KV6548                         *CURRENT SURVEY CONTROL
 KV6548  ___________________________________________________________________
 KV6548* NAD 83(1996)-  40 38 38.78758(N)    074 42 58.37781(W)     ADJUSTED  
 KV6548* NAVD 88     -        45.1    (meters)     148.     (feet)  VERTCON   
 KV6548  ___________________________________________________________________
 KV6548  X           -   1,277,520.705 (meters)                     COMP
 KV6548  Y           -  -4,675,027.362 (meters)                     COMP
 KV6548  Z           -   4,132,522.793 (meters)                     COMP
 KV6548  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 KV6548  ELLIP HEIGHT-          11.62  (meters)          (10/23/02) GPS OBS
 KV6548  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KV6548
 KV6548  HORZ ORDER  -  SECOND
 KV6548  ELLP ORDER  -  FOURTH    CLASS I
 KV6548
 KV6548.The horizontal coordinates were established by GPS observations
 KV6548.and adjusted by the National Geodetic Survey in May 1999..
 KV6548
 KV6548.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6548
 KV6548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6548
 KV6548.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6548
 KV6548.The ellipsoidal height was determined by GPS observations
 KV6548.and is referenced to NAD 83.
 KV6548
 KV6548.The geoid height was determined by GEOID03.
 KV6548
 KV6548;                    North         East     Units Scale Factor Converg.
 KV6548;SPC NJ       -   201,051.980   131,712.947   MT  0.99990411   -0 08 27.0
 KV6548;SPC NJ       -   659,618.04    432,128.23   sFT  0.99990411   -0 08 27.0
 KV6548;UTM  18      - 4,499,289.564   523,994.593   MT  0.99960709   +0 11 05.4
 KV6548
 KV6548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6548!SPC NJ       -   0.99999818  x   0.99990411  =   0.99990229
 KV6548!UTM  18      -   0.99999818  x   0.99960709  =   0.99960527
 KV6548
 KV6548:                Primary Azimuth Mark                     Grid Az
 KV6548:SPC NJ       -  SC 133                                   162 14 58.4
 KV6548:UTM  18      -  SC 133                                   161 55 26.0
 KV6548
 KV6548|---------------------------------------------------------------------|
 KV6548| PID    Reference Object                     Distance      Geod. Az  |
 KV6548|                                                           dddmmss.s |
 KV6548| KV6549 SC 133                              472.720 METERS 1620631.4 |
 KV6548|---------------------------------------------------------------------|
 KV6548
 KV6548                          SUPERSEDED SURVEY CONTROL
 KV6548
 KV6548  ELLIP H (05/14/99)   11.63   (m)                       GP(       ) 4 1
 KV6548  NAD 83(1986)-  40 38 38.78725(N)    074 42 58.37843(W) AD(       ) 2
 KV6548  NGVD 29 (10/04/91)   45.3    (m)          149.     (f) GPS OBS        
 KV6548
 KV6548.Superseded values are not recommended for survey control.
 KV6548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6548.See file dsdata.txt to determine how the superseded data were derived.
 KV6548
 KV6548_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2399599290(NAD 83)
 KV6548_MARKER: DD = SURVEY DISK
 KV6548_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV6548_SP_SET: CONCRETE JUNCTION BOX RIM
 KV6548_STAMPING: 132
 KV6548_MARK LOGO: NJ-035
 KV6548_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6548+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1990
 KV6548
 KV6548  HISTORY     - Date     Condition        Report By
 KV6548  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6548  HISTORY     - 19900212 GOOD
 KV6548  HISTORY     - 20010331 GOOD             NGS
 KV6548  HISTORY     - 20050416 GOOD             USPSQD
 KV6548
 KV6548                          STATION DESCRIPTION
 KV6548
 KV6548'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6548'THE STATION IS LOCATED IN BEDMINSTER TOWNSHIP, ON THE WEST SIDE OF
 KV6548'RATTLESNAKE BRIDGE ROAD, COUNTY ROAD 665 SPUR 523, AT ITS JUNCTION
 KV6548'WITH INTERSTATE HIGHWAY I 78, EXIT 26.  SET IN A DRILL HOLE IN THE
 KV6548'SOUTHWEST CORNER OF A CONCRETE, RECTANGULAR, STATE HIGHWAY ELECTRICAL
 KV6548'JUNCTION BOX RIM AT THE SOUTHWEST CORNER OF THE SOUTH BRIDGE ABUTMENT
 KV6548'OF THE ROUTE 665 BRIDGE OVER INTERSTATE HIGHWAY I 78,  THE STATION IS
 KV6548'0.9 M (2.95 FT) WEST OF THE ROUTE 665 CURBLINE, 5.4 M (17.72 FT) WEST
 KV6548'OF THE ROUTE 665 CENTERLINE, 1.1 M (3.61 FT) SOUTHEAST OF THE
 KV6548'SOUTHEAST CORNER OF THE CONCRETE BALUSTRADE, 0.75 M (2.46 FT) EAST OF
 KV6548'THE METAL GUARD RAIL, 0.15 M (0.49 FT) SOUTHEAST OF THE SOUTHEAST
 KV6548'CORNER OF THE BOX COVER AND 28.2 M (92.52 FT) SOUTH OF THE CENTERLINE
 KV6548'INTERSECTION OF THE INTERSTATE AND RATTLESNAKE BRIDGE ROAD.  THE
 KV6548'STATION IS FLUSH WITH THE GROUND.  DESCRIPTION BY NJGS RJK.
 KV6548
 KV6548                          STATION RECOVERY (1990)
 KV6548
 KV6548'RECOVERED 1990
 KV6548'RECOVERED IN GOOD CONDITION.
 KV6548
 KV6548                          STATION RECOVERY (2001)
 KV6548
 KV6548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6548'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV6548
 KV6548                          STATION RECOVERY (2005)
 KV6548
 KV6548'RECOVERY NOTE BY US POWER SQUADRON 2005 (TN)
 KV6548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6549 ***********************************************************************
 KV6549  DESIGNATION -  SC 133
 KV6549  PID         -  KV6549
 KV6549  STATE/COUNTY-  NJ/SOMERSET
 KV6549  USGS QUAD   -  GLADSTONE (1995)
 KV6549
 KV6549                         *CURRENT SURVEY CONTROL
 KV6549  ___________________________________________________________________
 KV6549* NAD 83(1996)-  40 38 24.20366(N)    074 42 52.19737(W)     ADJUSTED  
 KV6549* NAVD 88     -        43.7    (meters)     143.     (feet)  VERTCON   
 KV6549  ___________________________________________________________________
 KV6549  X           -   1,277,737.755 (meters)                     COMP
 KV6549  Y           -  -4,675,270.715 (meters)                     COMP
 KV6549  Z           -   4,132,180.542 (meters)                     COMP
 KV6549  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 KV6549  ELLIP HEIGHT-          10.24  (meters)          (10/23/02) GPS OBS
 KV6549  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KV6549
 KV6549  HORZ ORDER  -  SECOND
 KV6549  ELLP ORDER  -  FOURTH    CLASS I
 KV6549
 KV6549.The horizontal coordinates were established by GPS observations
 KV6549.and adjusted by the National Geodetic Survey in May 1999..
 KV6549
 KV6549.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6549
 KV6549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6549
 KV6549.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6549
 KV6549.The ellipsoidal height was determined by GPS observations
 KV6549.and is referenced to NAD 83.
 KV6549
 KV6549.The geoid height was determined by GEOID03.
 KV6549
 KV6549;                    North         East     Units Scale Factor Converg.
 KV6549;SPC NJ       -   200,601.808   131,857.053   MT  0.99990405   -0 08 22.9
 KV6549;SPC NJ       -   658,141.10    432,601.01   sFT  0.99990405   -0 08 22.9
 KV6549;UTM  18      - 4,498,840.352   524,141.211   MT  0.99960717   +0 11 09.4
 KV6549
 KV6549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6549!SPC NJ       -   0.99999839  x   0.99990405  =   0.99990244
 KV6549!UTM  18      -   0.99999839  x   0.99960717  =   0.99960556
 KV6549
 KV6549:                Primary Azimuth Mark                     Grid Az
 KV6549:SPC NJ       -  SC 134                                   150 20 41.9
 KV6549:UTM  18      -  SC 134                                   150 01 09.6
 KV6549
 KV6549|---------------------------------------------------------------------|
 KV6549| PID    Reference Object                     Distance      Geod. Az  |
 KV6549|                                                           dddmmss.s |
 KV6549| KV6550 SC 134                              APPROX. 1.7 KM 1501219.0 |
 KV6549|---------------------------------------------------------------------|
 KV6549
 KV6549                          SUPERSEDED SURVEY CONTROL
 KV6549
 KV6549  ELLIP H (05/14/99)   10.25   (m)                       GP(       ) 4 1
 KV6549  NAD 83(1986)-  40 38 24.20330(N)    074 42 52.19802(W) AD(       ) 2
 KV6549  NGVD 29 (10/04/91)   44.0    (m)          144.     (f) GPS OBS        
 KV6549
 KV6549.Superseded values are not recommended for survey control.
 KV6549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6549.See file dsdata.txt to determine how the superseded data were derived.
 KV6549
 KV6549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2414198840(NAD 83)
 KV6549_MARKER: DD = SURVEY DISK
 KV6549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6549_SP_SET: CONCRETE POST
 KV6549_STAMPING: 133
 KV6549_MARK LOGO: NJ-035
 KV6549_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6549+STABILITY: SURFACE MOTION
 KV6549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6549+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1990
 KV6549
 KV6549  HISTORY     - Date     Condition        Report By
 KV6549  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6549  HISTORY     - 19900212 GOOD
 KV6549  HISTORY     - 20010331 GOOD             NGS
 KV6549  HISTORY     - 20050416 GOOD             USPSQD
 KV6549
 KV6549                          STATION DESCRIPTION
 KV6549
 KV6549'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6549'THE STATION IS LOCATED IN BEDMINSTER TOWNSHIP, ON THE WEST SIDE OF
 KV6549'RATTLESNAKE BRIDGE ROAD, AT THE CREST OF A HILL.  TO REACH THE
 KV6549'STATION FROM THE JUNCTION OF RATTLESNAKE BRIDGE ROAD, COUNTY ROAD 665
 KV6549'SPUR 523, AND INTERSTATE HIGHWAY I 78, EXIT 26, PROCEED 0.50 KM
 KV6549'(0.31 MI) SOUTH SOUTHEAST ON ROUTE 665 TO THE HILL AND STATION ON THE
 KV6549'RIGHT.  IT IS 6.2 M (20.34 FT) WEST OF THE ROUTE 665 CENTERLINE, 0.9
 KV6549'M (2.95 FT) WEST OF THE EDGE OF PAVING, 30.6 M (100.39 FT) NORTH
 KV6549'NORTHWEST OF POLE NJ 352 BDR, 53.0 M (173.88 FT) SOUTH SOUTHWEST OF
 KV6549'POLE NJ 54 BDR AND 55.7 M (182.74 FT) NORTH OF A ROAD CROSSING SIGN.
 KV6549'THE STATION IS 0.05 M (0.16 FT) BELOW THE EDGE OF PAVING AND THE
 KV6549'GROUND.  DESCRIPTION BY NJGS RJK.
 KV6549
 KV6549                          STATION RECOVERY (1990)
 KV6549
 KV6549'RECOVERED 1990
 KV6549'RECOVERED IN GOOD CONDITION.
 KV6549
 KV6549                          STATION RECOVERY (2001)
 KV6549
 KV6549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6549'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV6549
 KV6549                          STATION RECOVERY (2005)
 KV6549
 KV6549'RECOVERY NOTE BY US POWER SQUADRON 2005 (TN)
 KV6549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6550 ***********************************************************************
 KV6550  DESIGNATION -  SC 134
 KV6550  PID         -  KV6550
 KV6550  STATE/COUNTY-  NJ/SOMERSET
 KV6550  USGS QUAD   -  GLADSTONE (1995)
 KV6550
 KV6550                         *CURRENT SURVEY CONTROL
 KV6550  ___________________________________________________________________
 KV6550* NAD 83(1996)-  40 37 36.09687(N)    074 42 16.04596(W)     ADJUSTED  
 KV6550* NAVD 88     -        32.5    (meters)     107.     (feet)  VERTCON   
 KV6550  ___________________________________________________________________
 KV6550  X           -   1,278,809.827 (meters)                     COMP
 KV6550  Y           -  -4,675,970.592 (meters)                     COMP
 KV6550  Z           -   4,131,047.088 (meters)                     COMP
 KV6550  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 KV6550  ELLIP HEIGHT-          -1.00  (meters)          (10/23/02) GPS OBS
 KV6550  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KV6550
 KV6550  HORZ ORDER  -  SECOND
 KV6550  ELLP ORDER  -  FOURTH    CLASS I
 KV6550
 KV6550.The horizontal coordinates were established by GPS observations
 KV6550.and adjusted by the National Geodetic Survey in May 1999..
 KV6550
 KV6550.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6550
 KV6550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6550
 KV6550.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6550
 KV6550.The ellipsoidal height was determined by GPS observations
 KV6550.and is referenced to NAD 83.
 KV6550
 KV6550.The geoid height was determined by GEOID03.
 KV6550
 KV6550;                    North         East     Units Scale Factor Converg.
 KV6550;SPC NJ       -   199,116.014   132,702.991   MT  0.99990368   -0 07 59.3
 KV6550;SPC NJ       -   653,266.46    435,376.40   sFT  0.99990368   -0 07 59.3
 KV6550;UTM  18      - 4,497,359.828   524,995.325   MT  0.99960769   +0 11 32.8
 KV6550
 KV6550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6550!SPC NJ       -   1.00000016  x   0.99990368  =   0.99990384
 KV6550!UTM  18      -   1.00000016  x   0.99960769  =   0.99960785
 KV6550
 KV6550:                Primary Azimuth Mark                     Grid Az
 KV6550:SPC NJ       -  SC 135                                   141 41 45.2
 KV6550:UTM  18      -  SC 135                                   141 22 13.1
 KV6550
 KV6550|---------------------------------------------------------------------|
 KV6550| PID    Reference Object                     Distance      Geod. Az  |
 KV6550|                                                           dddmmss.s |
 KV6550| KV6551 SC 135                              APPROX. 0.6 KM 1413345.9 |
 KV6550|---------------------------------------------------------------------|
 KV6550
 KV6550                          SUPERSEDED SURVEY CONTROL
 KV6550
 KV6550  ELLIP H (05/14/99)   -0.99   (m)                       GP(       ) 4 1
 KV6550  NAD 83(1986)-  40 37 36.09654(N)    074 42 16.04665(W) AD(       ) 2
 KV6550  NGVD 29 (10/04/91)   32.7    (m)          107.     (f) GPS OBS        
 KV6550
 KV6550.Superseded values are not recommended for survey control.
 KV6550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6550.See file dsdata.txt to determine how the superseded data were derived.
 KV6550
 KV6550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2499597360(NAD 83)
 KV6550_MARKER: DD = SURVEY DISK
 KV6550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6550_SP_SET: CONCRETE POST
 KV6550_STAMPING: 134
 KV6550_MARK LOGO: NJ-035
 KV6550_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6550+STABILITY: SURFACE MOTION
 KV6550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6550+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1990
 KV6550
 KV6550  HISTORY     - Date     Condition        Report By
 KV6550  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6550  HISTORY     - 19900212 GOOD
 KV6550  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV6550
 KV6550                          STATION DESCRIPTION
 KV6550
 KV6550'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6550'THE STATION IS LOCATED IN BEDMINSTER TOWNSHIP, ON THE SOUTHWEST SIDE
 KV6550'OF RATTLESNAKE BRIDGE ROAD, COUNTY ROAD 665, AT THE JUNCTION OF BURNT
 KV6550'MILLS ROAD, COUNTY ROAD 620 AND RATTLESNAKE BRIDGE ROAD, COUNTY ROAD
 KV6550'665 SPUR 523.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 665
 KV6550'AND INTERSTATE HIGHWAY I 78, EXIT 26, GO 2.16 KM (1.34 MI) SOUTH
 KV6550'SOUTHEAST ON ROUTE 665 TO THE JUNCTION WITH ROUTE 620 AND THE STATION
 KV6550'ON THE RIGHT.  IT IS 12.5 M (41.01 FT) SOUTHEAST OF THE JUNCTION OF
 KV6550'CENTERLINES OF ROUTE 620 AND ROUTE 665, 7.5 M (24.61 FT) SOUTHWEST OF
 KV6550'THE ROUTE 665 CENTERLINE, 0.6 M (1.97 FT) SOUTHWEST OF THE ROUTE 665
 KV6550'CURBLINE, 7.8 M (25.59 FT) NORTHWEST OF A, SPEED LIMIT 50, SIGN,
 KV6550'15.75 M (51.67 FT) SOUTHEAST OF A SIGN, COUNTY ROUTE 665 SOUTH, 4.55
 KV6550'M (14.93 FT) NORTHEAST OF A SPLIT RAIL FENCE, 31.3 M (102.69 FT)
 KV6550'NORTHWEST OF THE SOUTHEAST END OF THE ROUTE 665 SOUTHWEST CURB AND
 KV6550'23.65 M (77.59 FT) SOUTHEAST OF THE SOUTHEAST END OF AN INLET CURB
 KV6550'PIECE.  THE STATION IS 0.03 M (0.10 FT) BELOW THE GROUND AND CURB.
 KV6550'DESCRIPTION BY NJGS RJK.
 KV6550
 KV6550                          STATION RECOVERY (1990)
 KV6550
 KV6550'RECOVERED 1990
 KV6550'RECOVERED IN GOOD CONDITION.
 KV6550
 KV6550                          STATION RECOVERY (2001)
 KV6550
 KV6550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6550'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6551 ***********************************************************************
 KV6551  DESIGNATION -  SC 135
 KV6551  PID         -  KV6551
 KV6551  STATE/COUNTY-  NJ/SOMERSET
 KV6551  USGS QUAD   -  RARITAN (1981)
 KV6551
 KV6551                         *CURRENT SURVEY CONTROL
 KV6551  ___________________________________________________________________
 KV6551* NAD 83(1996)-  40 37 20.92359(N)    074 42 00.24200(W)     ADJUSTED  
 KV6551* NAVD 88     -        30.4    (meters)     100.     (feet)  VERTCON   
 KV6551  ___________________________________________________________________
 KV6551  X           -   1,279,248.097 (meters)                     COMP
 KV6551  Y           -  -4,676,165.036 (meters)                     COMP
 KV6551  Z           -   4,130,690.515 (meters)                     COMP
 KV6551  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 KV6551  ELLIP HEIGHT-          -3.05  (meters)          (10/23/02) GPS OBS
 KV6551  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KV6551
 KV6551  HORZ ORDER  -  SECOND
 KV6551  ELLP ORDER  -  FOURTH    CLASS I
 KV6551
 KV6551.The horizontal coordinates were established by GPS observations
 KV6551.and adjusted by the National Geodetic Survey in May 1999..
 KV6551
 KV6551.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6551
 KV6551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6551
 KV6551.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6551
 KV6551.The ellipsoidal height was determined by GPS observations
 KV6551.and is referenced to NAD 83.
 KV6551
 KV6551.The geoid height was determined by GEOID03.
 KV6551
 KV6551;                    North         East     Units Scale Factor Converg.
 KV6551;SPC NJ       -   198,647.167   133,073.318   MT  0.99990353   -0 07 48.9
 KV6551;SPC NJ       -   651,728.25    436,591.38   sFT  0.99990353   -0 07 48.9
 KV6551;UTM  18      - 4,496,893.231   525,368.201   MT  0.99960792   +0 11 43.0
 KV6551
 KV6551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6551!SPC NJ       -   1.00000048  x   0.99990353  =   0.99990401
 KV6551!UTM  18      -   1.00000048  x   0.99960792  =   0.99960840
 KV6551
 KV6551:                Primary Azimuth Mark                     Grid Az
 KV6551:SPC NJ       -  SC 134                                   321 41 45.1
 KV6551:UTM  18      -  SC 134                                   321 22 13.2
 KV6551
 KV6551|---------------------------------------------------------------------|
 KV6551| PID    Reference Object                     Distance      Geod. Az  |
 KV6551|                                                           dddmmss.s |
 KV6551| KV6550 SC 134                              APPROX. 0.6 KM 3213356.2 |
 KV6551|---------------------------------------------------------------------|
 KV6551
 KV6551                          SUPERSEDED SURVEY CONTROL
 KV6551
 KV6551  ELLIP H (05/14/99)   -3.04   (m)                       GP(       ) 4 1
 KV6551  NAD 83(1986)-  40 37 20.92329(N)    074 42 00.24274(W) AD(       ) 2
 KV6551  NGVD 29 (10/04/91)   30.7    (m)          101.     (f) GPS OBS        
 KV6551
 KV6551.Superseded values are not recommended for survey control.
 KV6551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6551.See file dsdata.txt to determine how the superseded data were derived.
 KV6551
 KV6551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2536896893(NAD 83)
 KV6551_MARKER: DD = SURVEY DISK
 KV6551_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6551_SP_SET: CONCRETE SIDEWALK
 KV6551_STAMPING: 135
 KV6551_MARK LOGO: NJ-035
 KV6551_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6551+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1990
 KV6551
 KV6551  HISTORY     - Date     Condition        Report By
 KV6551  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6551  HISTORY     - 19900212 GOOD
 KV6551  HISTORY     - 20010331 GOOD             NGS
 KV6551  HISTORY     - 20050416 GOOD             USPSQD
 KV6551
 KV6551                          STATION DESCRIPTION
 KV6551
 KV6551'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6551'THE STATION IS LOCATED IN BEDMINSTER TOWNSHIP, ON THE NORTHEAST SIDE
 KV6551'OF RATTLESNAKE BRIDGE ROAD, AT THE BRANCHBURG TOWNSHIP LINE, IN THE
 KV6551'SIDEWALK OF THE BRIDGE OVER THE LAMINGTON RIVER.  TO REACH THE
 KV6551'STATION FROM THE JUNCTION OF RATTLESNAKE BRIDGE ROAD, COUNTY ROAD 665
 KV6551'SPUR 523, AND INTERSTATE HIGHWAY I 78, EXIT 26, GO 2.88 KM (1.79 MI)
 KV6551'SOUTH SOUTHEAST ON ROUTE 665 TO THE BRIDGE AND THE STATION ON THE
 KV6551'LEFT.  IT IS 6.85 M (22.47 FT) NORTHEAST OF THE ROUTE 665 CENTERLINE,
 KV6551'0.95 M (3.12 FT) NORTHEAST OF THE CURBLINE, 8.85 M (29.04 FT) SOUTH
 KV6551'SOUTHEAST OF POLE BT 118 BDR, 2.65 M (8.69 FT) NORTHWEST OF THE SOUTH
 KV6551'CORNER OF THE CONCRETE BRIDGE BALUSTRADE END PIECE, 1.05 M (3.44 FT)
 KV6551'SOUTHEAST OF THE WEST CORNER OF THE SAME PIECE AND 19.3 M (63.32 FT)
 KV6551'NORTHWEST OF THE CENTERLINE OF THE LAMINGTON RIVER.  THE STATION IS
 KV6551'FLUSH IN THE SIDEWALK.  DESCRIPTION BY NJGS RJK.
 KV6551
 KV6551                          STATION RECOVERY (1990)
 KV6551
 KV6551'RECOVERED 1990
 KV6551'RECOVERED IN GOOD CONDITION.
 KV6551
 KV6551                          STATION RECOVERY (2001)
 KV6551
 KV6551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6551'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV6551
 KV6551                          STATION RECOVERY (2005)
 KV6551
 KV6551'RECOVERY NOTE BY US POWER SQUADRON 2005 (TN)
 KV6551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6552 ***********************************************************************
 KV6552  DESIGNATION -  SC 136
 KV6552  PID         -  KV6552
 KV6552  STATE/COUNTY-  NJ/SOMERSET
 KV6552  USGS QUAD   -  RARITAN (1981)
 KV6552
 KV6552                         *CURRENT SURVEY CONTROL
 KV6552  ___________________________________________________________________
 KV6552* NAD 83(1996)-  40 37 25.06914(N)    074 39 25.53480(W)     ADJUSTED  
 KV6552* NAVD 88     -        34.2    (meters)     112.     (feet)  VERTCON   
 KV6552  ___________________________________________________________________
 KV6552  X           -   1,282,733.802 (meters)                     COMP
 KV6552  Y           -  -4,675,126.767 (meters)                     COMP
 KV6552  Z           -   4,130,790.086 (meters)                     COMP
 KV6552  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 KV6552  ELLIP HEIGHT-           0.81  (meters)          (10/23/02) GPS OBS
 KV6552  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KV6552
 KV6552  HORZ ORDER  -  SECOND
 KV6552  ELLP ORDER  -  FOURTH    CLASS I
 KV6552
 KV6552.The horizontal coordinates were established by GPS observations
 KV6552.and adjusted by the National Geodetic Survey in May 1999..
 KV6552
 KV6552.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6552
 KV6552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6552
 KV6552.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6552
 KV6552.The ellipsoidal height was determined by GPS observations
 KV6552.and is referenced to NAD 83.
 KV6552
 KV6552.The geoid height was determined by GEOID03.
 KV6552
 KV6552;                    North         East     Units Scale Factor Converg.
 KV6552;SPC NJ       -   198,767.651   136,709.381   MT  0.99990217   -0 06 08.2
 KV6552;SPC NJ       -   652,123.53    448,520.69   sFT  0.99990217   -0 06 08.2
 KV6552;UTM  18      - 4,497,034.331   529,002.452   MT  0.99961035   +0 13 23.8
 KV6552
 KV6552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6552!SPC NJ       -   0.99999987  x   0.99990217  =   0.99990204
 KV6552!UTM  18      -   0.99999987  x   0.99961035  =   0.99961022
 KV6552
 KV6552|---------------------------------------------------------------------|
 KV6552| PID    Reference Object                     Distance      Geod. Az  |
 KV6552|                                                           dddmmss.s |
 KV6552| KV6553 SC 137                              362.687 METERS 21707     |
 KV6552|---------------------------------------------------------------------|
 KV6552
 KV6552                          SUPERSEDED SURVEY CONTROL
 KV6552
 KV6552  ELLIP H (05/14/99)    0.82   (m)                       GP(       ) 4 1
 KV6552  NAD 83(1986)-  40 37 25.06874(N)    074 39 25.53586(W) AD(       ) 2
 KV6552  NGVD 29 (10/04/91)   34.5    (m)          113.     (f) GPS OBS        
 KV6552
 KV6552.Superseded values are not recommended for survey control.
 KV6552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6552.See file dsdata.txt to determine how the superseded data were derived.
 KV6552
 KV6552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2900297034(NAD 83)
 KV6552_MARKER: DD = SURVEY DISK
 KV6552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6552_SP_SET: CONCRETE POST
 KV6552_STAMPING: 136
 KV6552_MARK LOGO: NJ-035
 KV6552_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6552+STABILITY: SURFACE MOTION
 KV6552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6552+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005
 KV6552
 KV6552  HISTORY     - Date     Condition        Report By
 KV6552  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6552  HISTORY     - 19900212 GOOD
 KV6552  HISTORY     - 20010331 GOOD             NGS
 KV6552  HISTORY     - 20050416 GOOD             USPSQD
 KV6552
 KV6552                          STATION DESCRIPTION
 KV6552
 KV6552'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6552'THE STATION IS LOCATED IN BRIDGEWATER TOWNSHIP, ON THE EAST SIDE OF
 KV6552'MEADOW ROAD.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 KV6552'22 AND STATE ROUTE 28, NORTHWEST OF THE BOROUGH OF RARITAN, GO 0.8 KM
 KV6552'(0.50 MI) NORTHWEST ON ROUTE 28 TO ITS JUNCTION WITH MEADOW ROAD,
 KV6552'TURN RIGHT AND GO 3.60 KM (2.24 MI) NORTHEAST TO JUST NORTH OF DUTCH
 KV6552'FARM ROAD AND THE STATION ON THE RIGHT.  IT IS 59.9 M (196.52 FT)
 KV6552'EAST NORTHEAST OF THE DUTCH FARM ROAD CENTERLINE, 5.0 M (16.40 FT)
 KV6552'SOUTH SOUTHEAST OF THE MEADOW ROAD CENTERLINE, 30.7 M (100.72 FT)
 KV6552'NORTH NORTHEAST OF THE NORTHEAST CORNER OF A 2.5 STORY FRAME HOUSE
 KV6552'FRONTING ON DUTCH FARM ROAD, 17.5 M (57.41 FT) SOUTHEAST OF POLE BT
 KV6552'84 BWT, 0.7 M (2.30 FT) SOUTH SOUTHEAST OF THE MEADOW ROAD CURBLINE,
 KV6552'25.4 M (83.33 FT) SOUTHWEST OF POLE BT 405 85 BWT AND 29.9 M
 KV6552'(98.10 FT) SOUTHWEST OF A FIRE HYDRANT.  THE STATION IS FLUSH WITH
 KV6552'THE GROUND.  DESCRIPTION BY NJGS RJK.
 KV6552
 KV6552                          STATION RECOVERY (1990)
 KV6552
 KV6552'RECOVERED 1990
 KV6552'RECOVERED IN GOOD CONDITION.
 KV6552
 KV6552                          STATION RECOVERY (2001)
 KV6552
 KV6552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6552'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV6552
 KV6552                          STATION RECOVERY (2005)
 KV6552
 KV6552'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 KV6552'ACROSS THE STREET FROM HOUSE NO. 839 MEADOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6553 ***********************************************************************
 KV6553  DESIGNATION -  SC 137
 KV6553  PID         -  KV6553
 KV6553  STATE/COUNTY-  NJ/SOMERSET
 KV6553  USGS QUAD   -  RARITAN (1981)
 KV6553
 KV6553                         *CURRENT SURVEY CONTROL
 KV6553  ___________________________________________________________________
 KV6553* NAD 83(1996)-  40 37 15.69273(N)    074 39 34.84549(W)     ADJUSTED  
 KV6553* NAVD 88     -        32.6    (meters)     107.     (feet)  VERTCON   
 KV6553  ___________________________________________________________________
 KV6553  X           -   1,282,572.265 (meters)                     COMP
 KV6553  Y           -  -4,675,365.098 (meters)                     COMP
 KV6553  Z           -   4,130,569.522 (meters)                     COMP
 KV6553  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 KV6553  ELLIP HEIGHT-          -0.78  (meters)          (10/23/02) GPS OBS
 KV6553  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KV6553
 KV6553  HORZ ORDER  -  SECOND
 KV6553  ELLP ORDER  -  FOURTH    CLASS I
 KV6553
 KV6553.The horizontal coordinates were established by GPS observations
 KV6553.and adjusted by the National Geodetic Survey in May 1999..
 KV6553
 KV6553.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6553
 KV6553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6553
 KV6553.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6553
 KV6553.The ellipsoidal height was determined by GPS observations
 KV6553.and is referenced to NAD 83.
 KV6553
 KV6553.The geoid height was determined by GEOID03.
 KV6553
 KV6553;                    North         East     Units Scale Factor Converg.
 KV6553;SPC NJ       -   198,478.846   136,490.046   MT  0.99990225   -0 06 14.3
 KV6553;SPC NJ       -   651,176.01    447,801.09   sFT  0.99990225   -0 06 14.3
 KV6553;UTM  18      - 4,496,744.369   528,784.825   MT  0.99961020   +0 13 17.6
 KV6553
 KV6553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6553!SPC NJ       -   1.00000012  x   0.99990225  =   0.99990237
 KV6553!UTM  18      -   1.00000012  x   0.99961020  =   0.99961032
 KV6553
 KV6553|---------------------------------------------------------------------|
 KV6553| PID    Reference Object                     Distance      Geod. Az  |
 KV6553|                                                           dddmmss.s |
 KV6553| KV6552 SC 136                              362.687 METERS 03707     |
 KV6553|---------------------------------------------------------------------|
 KV6553
 KV6553                          SUPERSEDED SURVEY CONTROL
 KV6553
 KV6553  ELLIP H (05/14/99)   -0.77   (m)                       GP(       ) 4 1
 KV6553  NAD 83(1986)-  40 37 15.69239(N)    074 39 34.84656(W) AD(       ) 2
 KV6553  NGVD 29 (10/04/91)   32.9    (m)          108.     (f) GPS OBS        
 KV6553
 KV6553.Superseded values are not recommended for survey control.
 KV6553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6553.See file dsdata.txt to determine how the superseded data were derived.
 KV6553
 KV6553_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2878596744(NAD 83)
 KV6553_MARKER: DD = SURVEY DISK
 KV6553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6553_SP_SET: CONCRETE POST
 KV6553_STAMPING: 137
 KV6553_MARK LOGO: NJ-035
 KV6553_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6553+STABILITY: SURFACE MOTION
 KV6553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6553+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1990
 KV6553
 KV6553  HISTORY     - Date     Condition        Report By
 KV6553  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6553  HISTORY     - 19900212 GOOD
 KV6553  HISTORY     - 20021130 GOOD             USPSQD
 KV6553  HISTORY     - 20050416 GOOD             USPSQD
 KV6553
 KV6553                          STATION DESCRIPTION
 KV6553
 KV6553'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6553'THE STATION IS LOCATED IN BRIDGEWATER TOWNSHIP, ON THE NORTHWEST
 KV6553'CORNER OF THE TEE JUNCTION OF MEADOW ROAD AND REYNARD ROAD.  TO REACH
 KV6553'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 22 AND STATE ROUTE 28,
 KV6553'NORTHWEST OF RARITAN BOROUGH, GO 0.8 KM (0.50 MI) NORTHWEST ON ROUTE
 KV6553'28 TO ITS JUNCTION WITH MEADOW ROAD, TURN RIGHT AND GO 2.80 KM
 KV6553'(1.74 MI) NORTHEAST TO REYNARD ROAD AND THE STATION ON THE LEFT.  IT
 KV6553'IS 9.95 M (32.64 FT) SOUTH SOUTHWEST OF THE REYNARD ROAD CENTERLINE,
 KV6553'6.95 M (22.80 FT) NORTHWEST OF THE MEADOW ROAD CENTERLINE, 0.8 M
 KV6553'(2.62 FT) NORTHWEST OF THE MEADOW ROAD CURBLINE, 29.9 M (98.10 FT)
 KV6553'SOUTH SOUTHWEST OF POLE BT 2303 BWT, 19.7 M (64.63 FT) WEST OF A POLE,
 KV6553'NO NUMBER, 23.85 M (78.25 FT) EAST OF THE SOUTHEAST CORNER OF A 2.5
 KV6553'STORY FRAME HOUSE AT 220 REYNARD ROAD, 15.6 M (51.18 FT) SOUTHEAST OF
 KV6553'THE DRIVEWAY CENTERLINE TO THE SAME HOUSE AND 4.0 M (13.12 FT)
 KV6553'NORTHEAST OF THE THE MEADOW ROAD CURB END.  THE STATION IS FLUSH WITH
 KV6553'THE GROUND.  DESCRIPTION BY NJGS RJK.
 KV6553
 KV6553                          STATION RECOVERY (1990)
 KV6553
 KV6553'RECOVERED 1990
 KV6553'RECOVERED IN GOOD CONDITION.
 KV6553
 KV6553                          STATION RECOVERY (2002)
 KV6553
 KV6553'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV6553'40 37.261N 74 39.581
 KV6553
 KV6553                          STATION RECOVERY (2005)
 KV6553
 KV6553'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 KV6553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6554 ***********************************************************************
 KV6554  DESIGNATION -  SC 138
 KV6554  PID         -  KV6554
 KV6554  STATE/COUNTY-  NJ/SOMERSET
 KV6554  USGS QUAD   -  RARITAN (1981)
 KV6554
 KV6554                         *CURRENT SURVEY CONTROL
 KV6554  ___________________________________________________________________
 KV6554* NAD 83(1996)-  40 35 57.84048(N)    074 41 38.02156(W)     ADJUSTED  
 KV6554* NAVD 88     -        42.2    (meters)     138.     (feet)  VERTCON   
 KV6554  ___________________________________________________________________
 KV6554  X           -   1,280,194.567 (meters)                     COMP
 KV6554  Y           -  -4,677,644.850 (meters)                     COMP
 KV6554  Z           -   4,128,752.659 (meters)                     COMP
 KV6554  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 KV6554  ELLIP HEIGHT-           8.76  (meters)          (10/23/02) GPS OBS
 KV6554  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KV6554
 KV6554  HORZ ORDER  -  SECOND
 KV6554  ELLP ORDER  -  FOURTH    CLASS I
 KV6554
 KV6554.The horizontal coordinates were established by GPS observations
 KV6554.and adjusted by the National Geodetic Survey in May 1999..
 KV6554
 KV6554.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6554
 KV6554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6554
 KV6554.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6554
 KV6554.The ellipsoidal height was determined by GPS observations
 KV6554.and is referenced to NAD 83.
 KV6554
 KV6554.The geoid height was determined by GEOID03.
 KV6554
 KV6554;                    North         East     Units Scale Factor Converg.
 KV6554;SPC NJ       -   196,083.452   133,589.885   MT  0.99990331   -0 07 34.2
 KV6554;SPC NJ       -   643,317.13    438,286.15   sFT  0.99990331   -0 07 34.2
 KV6554;UTM  18      - 4,494,333.248   525,899.165   MT  0.99960826   +0 11 57.1
 KV6554
 KV6554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6554!SPC NJ       -   0.99999863  x   0.99990331  =   0.99990194
 KV6554!UTM  18      -   0.99999863  x   0.99960826  =   0.99960689
 KV6554
 KV6554:                Primary Azimuth Mark                     Grid Az
 KV6554:SPC NJ       -  SC 139                                   209 15 16.4
 KV6554:UTM  18      -  SC 139                                   208 55 45.1
 KV6554
 KV6554|---------------------------------------------------------------------|
 KV6554| PID    Reference Object                     Distance      Geod. Az  |
 KV6554|                                                           dddmmss.s |
 KV6554| KV6555 SC 139                              497.085 METERS 2090742.2 |
 KV6554|---------------------------------------------------------------------|
 KV6554
 KV6554                          SUPERSEDED SURVEY CONTROL
 KV6554
 KV6554  ELLIP H (05/14/99)    8.77   (m)                       GP(       ) 4 1
 KV6554  NAD 83(1986)-  40 35 57.84031(N)    074 41 38.02265(W) AD(       ) 2
 KV6554  NGVD 29 (10/04/91)   42.5    (m)          139.     (f) GPS OBS        
 KV6554
 KV6554.Superseded values are not recommended for survey control.
 KV6554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6554.See file dsdata.txt to determine how the superseded data were derived.
 KV6554
 KV6554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2589994333(NAD 83)
 KV6554_MARKER: DD = SURVEY DISK
 KV6554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6554_SP_SET: CONCRETE POST
 KV6554_STAMPING: 138
 KV6554_MARK LOGO: NJ-035
 KV6554_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6554+STABILITY: SURFACE MOTION
 KV6554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6554+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2000
 KV6554
 KV6554  HISTORY     - Date     Condition        Report By
 KV6554  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6554  HISTORY     - 19900212 GOOD
 KV6554  HISTORY     - 20001212 GOOD             TWT
 KV6554  HISTORY     - 20031122 GOOD             USPSQD
 KV6554
 KV6554                          STATION DESCRIPTION
 KV6554
 KV6554'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6554'THE STATION IS LOCATED IN BRANCHBURG TOWNSHIP, ON THE SOUTHEAST SIDE
 KV6554'OF READINGTON ROAD.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 KV6554'HIGHWAY 22 AND STATE ROUTE 28, EASTON TURNPIKE, GO 0.48 KM (0.30 MI)
 KV6554'SOUTHWEST ON READINGTON ROAD TO A LARGE MASONRY BLOCK BUILDING, CROSS
 KV6554'PUBLICATIONS, AND THE STATION ON THE LEFT.  IT IS 1.59 M (5.22 FT)
 KV6554'EAST OF A UTILITY POLE, NO NUMBER, 43.5 M (142.72 FT) SOUTHWEST OF
 KV6554'UTILITY POLE NJ 2156 BB, 6 M (19.68 FT) SOUTHEAST OF THE READINGTON
 KV6554'ROAD CENTERLINE, 38.6 M (126.64 FT) NORTHWEST OF THE NORTHWEST CORNER
 KV6554'OF THE CROSS PUBLICATIONS BUILDING AND 1.3 M (4.27 FT) SOUTHEAST OF
 KV6554'THE READINGTON ROAD CURB.  THE STATION IS FLUSH WITH THE LAWN.
 KV6554'DESCRIPTION BY NJGS SRB.
 KV6554
 KV6554                          STATION RECOVERY (1990)
 KV6554
 KV6554'RECOVERED 1990
 KV6554'RECOVERED IN GOOD CONDITION.
 KV6554
 KV6554                          STATION RECOVERY (2000)
 KV6554
 KV6554'RECOVERY NOTE BY TWT CONS ENG 2000 (DRF)
 KV6554'RECOVERED IN GOOD CONDITION.
 KV6554
 KV6554                          STATION RECOVERY (2003)
 KV6554
 KV6554'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV6554'NOTATION PAINTED ON CURB.
 KV6554'NOT CROSS PUBLICATIONS ANYMORE.  NOW INGERSOLL RAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6555 ***********************************************************************
 KV6555  DESIGNATION -  SC 139
 KV6555  PID         -  KV6555
 KV6555  STATE/COUNTY-  NJ/SOMERSET
 KV6555  USGS QUAD   -  RARITAN (1981)
 KV6555
 KV6555                         *CURRENT SURVEY CONTROL
 KV6555  ___________________________________________________________________
 KV6555* NAD 83(1996)-  40 35 43.76341(N)    074 41 48.31219(W)     ADJUSTED  
 KV6555* NAVD 88     -        24.9    (meters)      82.     (feet)  VERTCON   
 KV6555  ___________________________________________________________________
 KV6555  X           -   1,280,032.306 (meters)                     COMP
 KV6555  Y           -  -4,677,968.591 (meters)                     COMP
 KV6555  Z           -   4,128,411.696 (meters)                     COMP
 KV6555  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 KV6555  ELLIP HEIGHT-          -8.54  (meters)          (10/23/02) GPS OBS
 KV6555  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 KV6555
 KV6555  HORZ ORDER  -  SECOND
 KV6555  ELLP ORDER  -  FOURTH    CLASS I
 KV6555
 KV6555.The horizontal coordinates were established by GPS observations
 KV6555.and adjusted by the National Geodetic Survey in May 1999..
 KV6555
 KV6555.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6555
 KV6555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6555
 KV6555.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6555
 KV6555.The ellipsoidal height was determined by GPS observations
 KV6555.and is referenced to NAD 83.
 KV6555
 KV6555.The geoid height was determined by GEOID03.
 KV6555
 KV6555;                    North         East     Units Scale Factor Converg.
 KV6555;SPC NJ       -   195,649.808   133,346.987   MT  0.99990341   -0 07 40.9
 KV6555;SPC NJ       -   641,894.41    437,489.24   sFT  0.99990341   -0 07 40.9
 KV6555;UTM  18      - 4,493,898.361   525,658.805   MT  0.99960810   +0 11 50.4
 KV6555
 KV6555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6555!SPC NJ       -   1.00000134  x   0.99990341  =   0.99990475
 KV6555!UTM  18      -   1.00000134  x   0.99960810  =   0.99960944
 KV6555
 KV6555:                Primary Azimuth Mark                     Grid Az
 KV6555:SPC NJ       -  SC 138                                   029 15 16.4
 KV6555:UTM  18      -  SC 138                                   028 55 45.1
 KV6555
 KV6555|---------------------------------------------------------------------|
 KV6555| PID    Reference Object                     Distance      Geod. Az  |
 KV6555|                                                           dddmmss.s |
 KV6555| KV6554 SC 138                              497.085 METERS 0290735.5 |
 KV6555|---------------------------------------------------------------------|
 KV6555
 KV6555                          SUPERSEDED SURVEY CONTROL
 KV6555
 KV6555  ELLIP H (05/14/99)   -8.53   (m)                       GP(       ) 4 1
 KV6555  NAD 83(1986)-  40 35 43.76325(N)    074 41 48.31329(W) AD(       ) 2
 KV6555  NGVD 29 (10/04/91)   25.2    (m)           83.     (f) GPS OBS        
 KV6555
 KV6555.Superseded values are not recommended for survey control.
 KV6555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6555.See file dsdata.txt to determine how the superseded data were derived.
 KV6555
 KV6555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2565993898(NAD 83)
 KV6555_MARKER: DD = SURVEY DISK
 KV6555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6555_SP_SET: CONCRETE POST
 KV6555_STAMPING: 139
 KV6555_MARK LOGO: NJ-035
 KV6555_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6555+STABILITY: SURFACE MOTION
 KV6555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6555+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1990
 KV6555
 KV6555  HISTORY     - Date     Condition        Report By
 KV6555  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6555  HISTORY     - 19900212 GOOD
 KV6555  HISTORY     - 20010331 GOOD             NGS
 KV6555  HISTORY     - 20031122 GOOD             USPSQD
 KV6555
 KV6555                          STATION DESCRIPTION
 KV6555
 KV6555'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6555'THE STATION IS LOCATED IN BRANCHBURG TOWNSHIP, ON THE SOUTHEAST SIDE
 KV6555'OF READINGTON ROAD, SOUTHWEST FROM NORTH BRANCH BOROUGH.  TO REACH
 KV6555'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 22 AND STATE ROUTE 28,
 KV6555'EASTON TURNPIKE, IN BRIDGEWATER TOWNSHIP, GO 2.6 KM (1.62 MI)
 KV6555'NORTHWEST ON ROUTE 22, CROSSING THE NORTH BRANCH OF THE RARITAN RIVER,
 KV6555'TO READINGTON ROAD, ON THE LEFT.  TURN LEFT AND GO 0.96 KM (0.60 MI)
 KV6555'SOUTHWEST ON READINGTON ROAD TO A BUILDING, AT NUMBER 69 AND THE
 KV6555'STATION ON THE LEFT.  IT IS 7.2 M (23.62 FT) EAST SOUTHEAST OF THE
 KV6555'READINGTON ROAD CENTERLINE, 9.5 M (31.17 FT) SOUTHEAST OF A MANHOLE
 KV6555'IN THE ROAD, 23.4 M (76.77 FT) SOUTH OF ANOTHER MANHOLE IN THE ROAD,
 KV6555'16.4 M (53.81 FT) SOUTH SOUTHWEST OF THE DRIVEWAY CENTERLINE, 28.3 M
 KV6555'(92.85 FT) SOUTHWEST OF POLE BBT 2247, 23.1 M (75.79 FT) WEST
 KV6555'SOUTHWEST OF NORTHWEST CORNER OF BUILDING 69 AND 0.9 M (2.95 FT) EAST
 KV6555'SOUTHEAST OF THE CURB.  THE STATION IS FLUSH WITH LAWN. DESCRIPTION
 KV6555'BY NJGS SRB.
 KV6555
 KV6555                          STATION RECOVERY (1990)
 KV6555
 KV6555'RECOVERED 1990
 KV6555'RECOVERED IN GOOD CONDITION.
 KV6555
 KV6555                          STATION RECOVERY (2001)
 KV6555
 KV6555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6555'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV6555
 KV6555                          STATION RECOVERY (2003)
 KV6555
 KV6555'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV6555'NOTATION PAINTED ON CURB.
 KV6555' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6556 ***********************************************************************
 KV6556  DESIGNATION -  SC 140
 KV6556  PID         -  KV6556
 KV6556  STATE/COUNTY-  NJ/SOMERSET
 KV6556  USGS QUAD   -  BOUND BROOK (1995)
 KV6556
 KV6556                         *CURRENT SURVEY CONTROL
 KV6556  ___________________________________________________________________
 KV6556* NAD 83(1996)-  40 35 19.83998(N)    074 36 19.03098(W)     ADJUSTED  
 KV6556* NAVD 88     -        41.7    (meters)     137.     (feet)  VERTCON   
 KV6556  ___________________________________________________________________
 KV6556  X           -   1,287,629.466 (meters)                     COMP
 KV6556  Y           -  -4,676,394.528 (meters)                     COMP
 KV6556  Z           -   4,127,862.358 (meters)                     COMP
 KV6556  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 KV6556  ELLIP HEIGHT-           8.41  (meters)          (10/23/02) GPS OBS
 KV6556  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KV6556
 KV6556  HORZ ORDER  -  SECOND
 KV6556  ELLP ORDER  -  FOURTH    CLASS I
 KV6556
 KV6556.The horizontal coordinates were established by GPS observations
 KV6556.and adjusted by the National Geodetic Survey in May 1999..
 KV6556
 KV6556.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6556
 KV6556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6556
 KV6556.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6556
 KV6556.The ellipsoidal height was determined by GPS observations
 KV6556.and is referenced to NAD 83.
 KV6556
 KV6556.The geoid height was determined by GEOID03.
 KV6556
 KV6556;                    North         East     Units Scale Factor Converg.
 KV6556;SPC NJ       -   194,898.659   141,087.784   MT  0.99990098   -0 04 06.6
 KV6556;SPC NJ       -   639,430.02    462,885.50   sFT  0.99990098   -0 04 06.6
 KV6556;UTM  18      - 4,493,191.383   533,401.486   MT  0.99961373   +0 15 24.5
 KV6556
 KV6556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6556!SPC NJ       -   0.99999868  x   0.99990098  =   0.99989966
 KV6556!UTM  18      -   0.99999868  x   0.99961373  =   0.99961241
 KV6556
 KV6556:                Primary Azimuth Mark                     Grid Az
 KV6556:SPC NJ       -  SC 141                                   270 26 07.4
 KV6556:UTM  18      -  SC 141                                   270 06 36.3
 KV6556
 KV6556|---------------------------------------------------------------------|
 KV6556| PID    Reference Object                     Distance      Geod. Az  |
 KV6556|                                                           dddmmss.s |
 KV6556| KV6557 SC 141                              APPROX. 0.6 KM 2702200.8 |
 KV6556|---------------------------------------------------------------------|
 KV6556
 KV6556                          SUPERSEDED SURVEY CONTROL
 KV6556
 KV6556  ELLIP H (05/14/99)    8.42   (m)                       GP(       ) 4 1
 KV6556  NAD 83(1986)-  40 35 19.83999(N)    074 36 19.03275(W) AD(       ) 2
 KV6556  NGVD 29 (10/04/91)   42.0    (m)          138.     (f) GPS OBS        
 KV6556
 KV6556.Superseded values are not recommended for survey control.
 KV6556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6556.See file dsdata.txt to determine how the superseded data were derived.
 KV6556
 KV6556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3340193191(NAD 83)
 KV6556_MARKER: DD = SURVEY DISK
 KV6556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6556_SP_SET: CONCRETE POST
 KV6556_STAMPING: 140
 KV6556_MARK LOGO: NJ-035
 KV6556_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6556+STABILITY: SURFACE MOTION
 KV6556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6556+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 KV6556
 KV6556  HISTORY     - Date     Condition        Report By
 KV6556  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6556  HISTORY     - 20021130 GOOD             USPSQD
 KV6556  HISTORY     - 20050706 GOOD             INDIV
 KV6556
 KV6556                          STATION DESCRIPTION
 KV6556
 KV6556'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6556'THE STATION IS LOCATED IN BRIDGEWATER TOWNSHIP, ON THE SOUTH SIDE OF
 KV6556'VOGT DRIVE.  TO REACH THE STATION FROM THE JUNCTION OF COMMONS WAY
 KV6556'AND U.S. HIGHWAYS 202 206, THE JUNCTION BEING NORTHWEST OF THE
 KV6556'BOROUGH OF SOMERVILLE AND NORTHWEST OF THE BRIDGEWATER COMMONS
 KV6556'SHOPPING MALL, GO 0.80 KM (0.50 MI) EAST ON COMMONS WAY TO THE
 KV6556'JUNCTION WITH PRINCE ROGERS ROAD, TURN LEFT AND GO 0.72 KM (0.45 MI)
 KV6556'NORTH ON PRINCE ROGERS ROAD, CROSSING INTERSTATE HIGHWAY I 287, TO THE
 KV6556'JUNCTION WITH NORTH BRIDGE STREET AND VOGT DRIVE, CONTINUE 0.32 KM
 KV6556'(0.20 MI) FURTHER ON VOGT DRIVE TO THE NORTH SIDE OF THE SOMERSET
 KV6556'COUNTY TECHNICAL INSITUTE, A TWO STORY BRICK BUILDING, AND THE
 KV6556'STATION ON THE RIGHT.  IT IS 34.9 M (114.50 FT) SOUTHEAST OF THE
 KV6556'DRIVEWAY TO THE RECEIVING, TEACHERS AND VISITORS PARKING LOT, 16.3 M
 KV6556'(53.48 FT) WEST OF THE CENTERLINE TO THE STUDENT PARKING LOT, 37.65 M
 KV6556'(123.52 FT) EAST OF A FLAG POLE, 16.75 M (54.95 FT) SOUTH OF THE VOGT
 KV6556'DRIVE CURBLINE AND 11.5 M (37.73 FT) WEST OF A FIRE HYDRANT.  THE
 KV6556'STATION IS FLUSH WITH THE GROUND.  DESCRIPTION BY NJGS RJK.
 KV6556
 KV6556                          STATION RECOVERY (2002)
 KV6556
 KV6556'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV6556'DESCRIPTION WAS INCORRECT. RECOVERED AT 20 FT. SOUTH SOUTHWEST OF THE
 KV6556'CURB ON VOGT DR. 35 FT WEST NORTHWEST OF THE FIRE HYDRANT ON VOGT DR.
 KV6556'145 FT NORTH OF THE FLAG POLE ON A LINE WITH THE EAST FACE OF 2 STORY
 KV6556'BUILDING.
 KV6556
 KV6556                          STATION RECOVERY (2005)
 KV6556
 KV6556'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (LUD)
 KV6556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6557 ***********************************************************************
 KV6557  DESIGNATION -  SC 141
 KV6557  PID         -  KV6557
 KV6557  STATE/COUNTY-  NJ/SOMERSET
 KV6557  USGS QUAD   -  BOUND BROOK (1995)
 KV6557
 KV6557                         *CURRENT SURVEY CONTROL
 KV6557  ___________________________________________________________________
 KV6557* NAD 83(1996)-  40 35 19.95387(N)    074 36 42.49743(W)     ADJUSTED  
 KV6557* NAVD 88     -        31.8    (meters)     104.     (feet)  VERTCON   
 KV6557  ___________________________________________________________________
 KV6557  X           -   1,287,094.834 (meters)                     COMP
 KV6557  Y           -  -4,676,531.551 (meters)                     COMP
 KV6557  Z           -   4,127,858.598 (meters)                     COMP
 KV6557  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 KV6557  ELLIP HEIGHT-          -1.47  (meters)          (10/23/02) GPS OBS
 KV6557  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 KV6557
 KV6557  HORZ ORDER  -  SECOND
 KV6557  ELLP ORDER  -  FOURTH    CLASS I
 KV6557
 KV6557.The horizontal coordinates were established by GPS observations
 KV6557.and adjusted by the National Geodetic Survey in May 1999..
 KV6557
 KV6557.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6557
 KV6557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6557
 KV6557.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6557
 KV6557.The ellipsoidal height was determined by GPS observations
 KV6557.and is referenced to NAD 83.
 KV6557
 KV6557.The geoid height was determined by GEOID03.
 KV6557
 KV6557;                    North         East     Units Scale Factor Converg.
 KV6557;SPC NJ       -   194,902.852   140,536.018   MT  0.99990110   -0 04 21.9
 KV6557;SPC NJ       -   639,443.77    461,075.25   sFT  0.99990110   -0 04 21.9
 KV6557;UTM  18      - 4,493,192.442   532,849.863   MT  0.99961328   +0 15 09.3
 KV6557
 KV6557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6557!SPC NJ       -   1.00000023  x   0.99990110  =   0.99990133
 KV6557!UTM  18      -   1.00000023  x   0.99961328  =   0.99961351
 KV6557
 KV6557:                Primary Azimuth Mark                     Grid Az
 KV6557:SPC NJ       -  SC 140                                   090 26 07.4
 KV6557:UTM  18      -  SC 140                                   090 06 36.2
 KV6557
 KV6557|---------------------------------------------------------------------|
 KV6557| PID    Reference Object                     Distance      Geod. Az  |
 KV6557|                                                           dddmmss.s |
 KV6557| KV6556 SC 140                              APPROX. 0.6 KM 0902145.5 |
 KV6557|---------------------------------------------------------------------|
 KV6557
 KV6557                          SUPERSEDED SURVEY CONTROL
 KV6557
 KV6557  ELLIP H (05/14/99)   -1.46   (m)                       GP(       ) 4 1
 KV6557  NAD 83(1986)-  40 35 19.95384(N)    074 36 42.49916(W) AD(       ) 2
 KV6557  NGVD 29 (10/04/91)   32.1    (m)          105.     (f) GPS OBS        
 KV6557
 KV6557.Superseded values are not recommended for survey control.
 KV6557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6557.See file dsdata.txt to determine how the superseded data were derived.
 KV6557
 KV6557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3285093192(NAD 83)
 KV6557_MARKER: DD = SURVEY DISK
 KV6557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6557_SP_SET: CONCRETE POST
 KV6557_STAMPING: 141
 KV6557_MARK LOGO: NJ-035
 KV6557_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6557+STABILITY: SURFACE MOTION
 KV6557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6557+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005
 KV6557
 KV6557  HISTORY     - Date     Condition        Report By
 KV6557  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6557  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 KV6557  HISTORY     - 20020827 GOOD             NJGS
 KV6557  HISTORY     - 20050416 GOOD             USPSQD
 KV6557
 KV6557                          STATION DESCRIPTION
 KV6557
 KV6557'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6557'THE STATION IS LOCATED IN BRIDGEWATER TOWNSHIP, ON THE NORTH SIDE OF
 KV6557'PRINCE ROGERS ROAD.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6557'COMMONS WAY AND U.S. HIGHWAYS 202 AND 206, THE JUNCTION BEING
 KV6557'NORTHWEST OF THE BOROUGH OF SOMERVILLE AND NORTHWEST OF THE
 KV6557'BRIDGEWATER COMMONS SHOPPING MALL, GO 0.80 KM (0.50 MI) EAST ON
 KV6557'COMMONS WAY TO THE JUNCTION WITH PRINCE ROGERS ROAD, TURN LEFT AND GO
 KV6557'0.48 KM (0.30 MI) NORTH ON PRINCE ROGERS ROAD, CROSSING INTERSTATE
 KV6557'HIGHWAY I 287, TO THE DRIVEWAY TO THE NORTH BRIDGE STREET PARK AND
 KV6557'THE STATION ON THE LEFT.  IT IS 8.5 M (27.89 FT) NORTH OF THE PRINCE
 KV6557'ROGERS ROAD CENTERLINE, 21.3 M (69.88 FT) EAST OF THE PARK DRIVEWAY
 KV6557'CENTERLINE, 11.9 M (39.04 FT) EAST OF AN INLET CURB PIECE, 16.8 M
 KV6557'(55.12 FT) NORTH OF A STREET LIGHT POST, 0.5 M (1.64 FT) NORTH OF THE
 KV6557'CURBLINE, 41.6 M (136.48 FT) SOUTH OF POLE 7485 BWT AND 54.0 M
 KV6557'(177.16 FT) SOUTH OF THE SOUTHEAST CORNER OF A 1 STORY FRAME BUILDING
 KV6557', THE MARTIN LUTHER KING YOUTH CENTER.  THE STATION IS FLUSH WITH THE
 KV6557'GROUND.  DESCRIPTION BY NJGS RJK.
 KV6557
 KV6557                          STATION RECOVERY (1998)
 KV6557
 KV6557'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV6557'MARK NOT FOUND.
 KV6557
 KV6557                          STATION RECOVERY (2002)
 KV6557
 KV6557'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV6557'RECOVERED IN GOOD CONDITION.
 KV6557
 KV6557                          STATION RECOVERY (2005)
 KV6557
 KV6557'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 KV6557'WOODEN STAKE IN GROUND AND WHITE PAINT ON CURB AND ROAD POINTING TO
 KV6557'MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6558 ***********************************************************************
 KV6558  DESIGNATION -  SC 142
 KV6558  PID         -  KV6558
 KV6558  STATE/COUNTY-  NJ/SOMERSET
 KV6558  USGS QUAD   -  BERNARDSVILLE (1981)
 KV6558
 KV6558                         *CURRENT SURVEY CONTROL
 KV6558  ___________________________________________________________________
 KV6558* NAD 83(1996)-  40 39 34.84498(N)    074 34 38.50293(W)     ADJUSTED  
 KV6558* NAVD 88     -        68.2    (meters)     224.     (feet)  VERTCON   
 KV6558  ___________________________________________________________________
 KV6558  X           -   1,288,551.848 (meters)                     COMP
 KV6558  Y           -  -4,670,848.836 (meters)                     COMP
 KV6558  Z           -   4,133,849.965 (meters)                     COMP
 KV6558  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 KV6558  ELLIP HEIGHT-          35.07  (meters)          (10/23/02) GPS OBS
 KV6558  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KV6558
 KV6558  HORZ ORDER  -  SECOND
 KV6558  ELLP ORDER  -  FOURTH    CLASS I
 KV6558
 KV6558.The horizontal coordinates were established by GPS observations
 KV6558.and adjusted by the National Geodetic Survey in May 1999..
 KV6558
 KV6558.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6558
 KV6558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6558
 KV6558.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6558
 KV6558.The ellipsoidal height was determined by GPS observations
 KV6558.and is referenced to NAD 83.
 KV6558
 KV6558.The geoid height was determined by GEOID03.
 KV6558
 KV6558;                    North         East     Units Scale Factor Converg.
 KV6558;SPC NJ       -   202,761.381   143,458.431   MT  0.99990053   -0 03 01.5
 KV6558;SPC NJ       -   665,226.30    470,663.20   sFT  0.99990053   -0 03 01.5
 KV6558;UTM  18      - 4,501,065.195   535,726.754   MT  0.99961571   +0 16 31.4
 KV6558
 KV6558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6558!SPC NJ       -   0.99999450  x   0.99990053  =   0.99989503
 KV6558!UTM  18      -   0.99999450  x   0.99961571  =   0.99961021
 KV6558
 KV6558:                Primary Azimuth Mark                     Grid Az
 KV6558:SPC NJ       -  SC 143                                   169 57 16.3
 KV6558:UTM  18      -  SC 143                                   169 37 43.4
 KV6558
 KV6558|---------------------------------------------------------------------|
 KV6558| PID    Reference Object                     Distance      Geod. Az  |
 KV6558|                                                           dddmmss.s |
 KV6558| KV6559 SC 143                              APPROX. 1.2 KM 1695414.8 |
 KV6558|---------------------------------------------------------------------|
 KV6558
 KV6558                          SUPERSEDED SURVEY CONTROL
 KV6558
 KV6558  ELLIP H (05/14/99)   35.09   (m)                       GP(       ) 4 1
 KV6558  NAD 83(1986)-  40 39 34.84387(N)    074 34 38.50457(W) AD(       ) 2
 KV6558  NGVD 29 (10/04/91)   68.5    (m)          225.     (f) GPS OBS        
 KV6558
 KV6558.Superseded values are not recommended for survey control.
 KV6558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6558.See file dsdata.txt to determine how the superseded data were derived.
 KV6558
 KV6558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3572701065(NAD 83)
 KV6558_MARKER: DD = SURVEY DISK
 KV6558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6558_SP_SET: CONCRETE POST
 KV6558_STAMPING: 142
 KV6558_MARK LOGO: NJ-035
 KV6558_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6558+STABILITY: SURFACE MOTION
 KV6558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6558+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1990
 KV6558
 KV6558  HISTORY     - Date     Condition        Report By
 KV6558  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6558  HISTORY     - 19900207 GOOD
 KV6558  HISTORY     - 20021130 GOOD             USPSQD
 KV6558
 KV6558                          STATION DESCRIPTION
 KV6558
 KV6558'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6558'THE STATION IS LOCATED IN BERNARDS TOWNSHIP, ON THE NORTHWEST SIDE OF
 KV6558'THE TRIANGULAR GRASS ISLAND AT THE JUNCTION OF LIBERTY CORNER
 KV6558'MARTINSVILLE ROAD, COUNTY ROAD 525, AND VALLEY ROAD, COUNTY ROAD 512,
 KV6558'ADJACENT TO A LIVESTOCK PASTURE.  TO REACH THE STATION FROM THE
 KV6558'JUNCTION OF INTERSTATE ROUTE I 78, EXIT 33, AND COUNTY ROAD 525, GO
 KV6558'1.45 KM (0.90 MI) NORTH ON ROUTE 525 TO THE JUNCTION WITH ROUTE 512,
 KV6558'TURN LEFT AND GO TO THE NORTHWEST CORNER OF THE TRAFFIC ISLAND AND
 KV6558'THE STATION ON THE LEFT.  IT IS 54.4 M (178.48 FT) NORTHWEST FROM THE
 KV6558'ROUTE 525 NORTHBOUND CENTERLINE, 25.6 M (83.99 FT) SOUTHWEST FROM THE
 KV6558'VALLEY ROAD CENTERLINE, 38.2 M (125.33 FT) SOUTH FROM THE NORTHWEST
 KV6558'CORNER OF THE ISLAND, 9.3 M (30.51 FT) EAST NORTHEAST FROM THE CENTER
 KV6558'OF A TYPE E INLET, 6.9 M (22.64 FT) SOUTHWEST FROM A CARSONITE MARKER
 KV6558', WATER PIPELINE, AT A VALVE AND 13.5 M (44.29 FT) NORTHEAST FROM POLE
 KV6558'BV 2616.  THE STATION IS 0.2 M (0.66 FT) BELOW THE GROUND.
 KV6558'DESCRIPTION BY NJGS SRB.
 KV6558
 KV6558                          STATION RECOVERY (1990)
 KV6558
 KV6558'RECOVERED 1990
 KV6558'RECOVERED IN GOOD CONDITION.
 KV6558
 KV6558                          STATION RECOVERY (2002)
 KV6558
 KV6558'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV6558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6559 ***********************************************************************
 KV6559  DESIGNATION -  SC 143
 KV6559  PID         -  KV6559
 KV6559  STATE/COUNTY-  NJ/SOMERSET
 KV6559  USGS QUAD   -  BERNARDSVILLE (1981)
 KV6559
 KV6559                         *CURRENT SURVEY CONTROL
 KV6559  ___________________________________________________________________
 KV6559* NAD 83(1996)-  40 38 56.84373(N)    074 34 29.61935(W)     ADJUSTED  
 KV6559* NAVD 88     -        88.9    (meters)     292.     (feet)  VERTCON   
 KV6559  ___________________________________________________________________
 KV6559  X           -   1,288,960.302 (meters)                     COMP
 KV6559  Y           -  -4,671,544.604 (meters)                     COMP
 KV6559  Z           -   4,132,974.103 (meters)                     COMP
 KV6559  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 KV6559  ELLIP HEIGHT-          55.70  (meters)          (10/23/02) GPS OBS
 KV6559  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KV6559
 KV6559  HORZ ORDER  -  SECOND
 KV6559  ELLP ORDER  -  FOURTH    CLASS I
 KV6559
 KV6559.The horizontal coordinates were established by GPS observations
 KV6559.and adjusted by the National Geodetic Survey in May 1999..
 KV6559
 KV6559.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6559
 KV6559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6559
 KV6559.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6559
 KV6559.The ellipsoidal height was determined by GPS observations
 KV6559.and is referenced to NAD 83.
 KV6559
 KV6559.The geoid height was determined by GEOID03.
 KV6559
 KV6559;                    North         East     Units Scale Factor Converg.
 KV6559;SPC NJ       -   201,589.114   143,666.093   MT  0.99990049   -0 02 55.6
 KV6559;SPC NJ       -   661,380.28    471,344.51   sFT  0.99990049   -0 02 55.6
 KV6559;UTM  18      - 4,499,894.460   535,941.016   MT  0.99961590   +0 16 36.9
 KV6559
 KV6559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6559!SPC NJ       -   0.99999126  x   0.99990049  =   0.99989175
 KV6559!UTM  18      -   0.99999126  x   0.99961590  =   0.99960717
 KV6559
 KV6559:                Primary Azimuth Mark                     Grid Az
 KV6559:SPC NJ       -  SC 142                                   349 57 16.1
 KV6559:UTM  18      -  SC 142                                   349 37 43.6
 KV6559
 KV6559|---------------------------------------------------------------------|
 KV6559| PID    Reference Object                     Distance      Geod. Az  |
 KV6559|                                                           dddmmss.s |
 KV6559| KV6558 SC 142                              APPROX. 1.2 KM 3495420.5 |
 KV6559|---------------------------------------------------------------------|
 KV6559
 KV6559                          SUPERSEDED SURVEY CONTROL
 KV6559
 KV6559  ELLIP H (05/14/99)   55.72   (m)                       GP(       ) 4 1
 KV6559  NAD 83(1986)-  40 38 56.84292(N)    074 34 29.62075(W) AD(       ) 2
 KV6559  NGVD 29 (10/04/91)   89.2    (m)          293.     (f) GPS OBS        
 KV6559
 KV6559.Superseded values are not recommended for survey control.
 KV6559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6559.See file dsdata.txt to determine how the superseded data were derived.
 KV6559
 KV6559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3594199894(NAD 83)
 KV6559_MARKER: DD = SURVEY DISK
 KV6559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6559_SP_SET: CONCRETE POST
 KV6559_STAMPING: 143
 KV6559_MARK LOGO: NJ-035
 KV6559_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6559+STABILITY: SURFACE MOTION
 KV6559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6559+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1990
 KV6559
 KV6559  HISTORY     - Date     Condition        Report By
 KV6559  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6559  HISTORY     - 19900207 GOOD
 KV6559  HISTORY     - 20021130 MARK NOT FOUND   USPSQD
 KV6559
 KV6559                          STATION DESCRIPTION
 KV6559
 KV6559'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6559'THE STATION IS LOCATED IN WARREN TOWNSHIP, ON THE EASTERLY SIDE OF
 KV6559'LIBERTY CORNER, MARTINSVILLE ROAD, COUNTY ROAD 525, IN THE GRASS AREA
 KV6559'SOUTH OF THE ENTRANCE TO A FACILITY OF A T AND T.  TO REACH THE
 KV6559'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY I 78, EXIT 33, AND
 KV6559'COUNTY ROAD 525 IN THE NORTHWEST CORNER OF WARREN TOWNSHIP, GO 0.24
 KV6559'KM (0.15 MI) NORTH ON ROUTE 525 TO THE A T AND T ENTRANCE AND THE
 KV6559'STATION ON THE RIGHT.  IT IS 13.0 M (42.65 FT) NORTHEAST FROM THE
 KV6559'CENTER OF A TYPE B INLET, 42.7 M (140.09 FT) SOUTH SOUTHWEST FROM THE
 KV6559'CENTER OF A 1.22 M (4.00 FT) HIGH SIGN, A.T.T., 13.8 M (45.28 FT)
 KV6559'SOUTHEAST FROM THE CENTERLINE OF ROUTE 525, AND 9.3 M (30.51 FT) SOUTH
 KV6559'SOUTHWEST FROM THE END OF THE CONCRETE CURB.  THE STATION DISK IS
 KV6559'0.02 M (0.07 FT) ABOVE THE CONCRETE MONUMENT WITH PART OF THE STEM
 KV6559'EXPOSED. THE DISK IS FLUSH WITH THE GROUND. DESCRIPTION BY NJGS SRB.
 KV6559
 KV6559                          STATION RECOVERY (1990)
 KV6559
 KV6559'RECOVERED 1990
 KV6559'RECOVERED IN GOOD CONDITION.
 KV6559
 KV6559                          STATION RECOVERY (2002)
 KV6559
 KV6559'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV6559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6560 ***********************************************************************
 KV6560  DESIGNATION -  SC 144
 KV6560  PID         -  KV6560
 KV6560  STATE/COUNTY-  NJ/SOMERSET
 KV6560  USGS QUAD   -  BERNARDSVILLE (1981)
 KV6560
 KV6560                         *CURRENT SURVEY CONTROL
 KV6560  ___________________________________________________________________
 KV6560* NAD 83(1996)-  40 39 11.88223(N)    074 31 40.52673(W)     ADJUSTED  
 KV6560* NAVD 88     -        65.0    (meters)     213.     (feet)  VERTCON   
 KV6560  ___________________________________________________________________
 KV6560  X           -   1,292,704.094 (meters)                     COMP
 KV6560  Y           -  -4,670,177.721 (meters)                     COMP
 KV6560  Z           -   4,133,310.551 (meters)                     COMP
 KV6560  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 KV6560  ELLIP HEIGHT-          31.91  (meters)          (10/23/02) GPS OBS
 KV6560  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KV6560
 KV6560  HORZ ORDER  -  SECOND
 KV6560  ELLP ORDER  -  FOURTH    CLASS I
 KV6560
 KV6560.The horizontal coordinates were established by GPS observations
 KV6560.and adjusted by the National Geodetic Survey in May 1999..
 KV6560
 KV6560.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6560
 KV6560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6560
 KV6560.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6560
 KV6560.The ellipsoidal height was determined by GPS observations
 KV6560.and is referenced to NAD 83.
 KV6560
 KV6560.The geoid height was determined by GEOID03.
 KV6560
 KV6560;                    North         East     Units Scale Factor Converg.
 KV6560;SPC NJ       -   202,050.629   147,638.570   MT  0.99990007   -0 01 05.5
 KV6560;SPC NJ       -   662,894.44    484,377.54   sFT  0.99990007   -0 01 05.5
 KV6560;UTM  18      - 4,500,378.416   539,909.684   MT  0.99961960   +0 18 27.2
 KV6560
 KV6560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6560!SPC NJ       -   0.99999499  x   0.99990007  =   0.99989506
 KV6560!UTM  18      -   0.99999499  x   0.99961960  =   0.99961460
 KV6560
 KV6560:                Primary Azimuth Mark                     Grid Az
 KV6560:SPC NJ       -  SC 145                                   140 35 45.3
 KV6560:UTM  18      -  SC 145                                   140 16 12.6
 KV6560
 KV6560|---------------------------------------------------------------------|
 KV6560| PID    Reference Object                     Distance      Geod. Az  |
 KV6560|                                                           dddmmss.s |
 KV6560| KV6561 SC 145                              APPROX. 0.5 KM 1403439.8 |
 KV6560|---------------------------------------------------------------------|
 KV6560
 KV6560                          SUPERSEDED SURVEY CONTROL
 KV6560
 KV6560  ELLIP H (05/14/99)   31.92   (m)                       GP(       ) 4 1
 KV6560  NAD 83(1986)-  40 39 11.88139(N)    074 31 40.52835(W) AD(       ) 2
 KV6560  NGVD 29 (10/04/91)   65.3    (m)          214.     (f) GPS OBS        
 KV6560
 KV6560.Superseded values are not recommended for survey control.
 KV6560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6560.See file dsdata.txt to determine how the superseded data were derived.
 KV6560
 KV6560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3991000378(NAD 83)
 KV6560_MARKER: DD = SURVEY DISK
 KV6560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6560_SP_SET: CONCRETE POST
 KV6560_STAMPING: 144
 KV6560_MARK LOGO: NJ-035
 KV6560_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6560+STABILITY: SURFACE MOTION
 KV6560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6560+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1990
 KV6560
 KV6560  HISTORY     - Date     Condition        Report By
 KV6560  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6560  HISTORY     - 19900515 GOOD
 KV6560
 KV6560                          STATION DESCRIPTION
 KV6560
 KV6560'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6560'THE STATION IS LOCATED IN BERNARDS TOWNSHIP, ON THE WEST SIDE OF KING
 KV6560'GEORGE ROAD, COUNTY ROAD 527.  TO REACH THE STATION FROM THE JUNCTION
 KV6560'OF INTERSTATE HIGHWAY I 78, EXIT 36, AND KING GEORGE ROAD, COUNTY
 KV6560'ROAD 527, GO 0.8 KM (0.50 MI) NORTHWEST ON KING GEORGE ROAD TO WHERE
 KV6560'A TRANSCONTINENTAL GAS COMPANY PIPELINE AND A PUBLIC SERVICE ELECTRIC
 KV6560'AND GAS COMPANY, HIGH VOLTAGE TRANSMISSION TOWER LINE CROSSES THE
 KV6560'ROAD AND THE STATION ON THE LEFT.  IT IS 8.6 M (28.22 FT) SOUTHWEST
 KV6560'OF THE KING GEORGE ROAD CENTERLINE, 12.05 M (39.53 FT) EAST SOUTHEAST
 KV6560'OF THE SOUTH METAL GATEPOST OF THE PIPELINE UTILITY EASEMENT GATE AND
 KV6560'10.75 M (35.27 FT) NORTH NORTH WEST OF THE GAS PIPELINE VERTICAL VENT
 KV6560'PIPE.  THE STATION IS FLUSH WITH THE GROUND.  DESCRIPTION BY NJGS
 KV6560'SRB.
 KV6560
 KV6560                          STATION RECOVERY (1990)
 KV6560
 KV6560'RECOVERED 1990
 KV6560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6561 ***********************************************************************
 KV6561  DESIGNATION -  SC 145
 KV6561  PID         -  KV6561
 KV6561  STATE/COUNTY-  NJ/SOMERSET
 KV6561  USGS QUAD   -  BERNARDSVILLE (1981)
 KV6561
 KV6561                         *CURRENT SURVEY CONTROL
 KV6561  ___________________________________________________________________
 KV6561* NAD 83(1996)-  40 38 58.33190(N)    074 31 25.90196(W)     ADJUSTED  
 KV6561* NAVD 88     -        66.8    (meters)     219.     (feet)  VERTCON   
 KV6561  ___________________________________________________________________
 KV6561  X           -   1,293,108.235 (meters)                     COMP
 KV6561  Y           -  -4,670,349.763 (meters)                     COMP
 KV6561  Z           -   4,132,994.581 (meters)                     COMP
 KV6561  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 KV6561  ELLIP HEIGHT-          33.67  (meters)          (10/23/02) GPS OBS
 KV6561  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KV6561
 KV6561  HORZ ORDER  -  SECOND
 KV6561  ELLP ORDER  -  FOURTH    CLASS I
 KV6561
 KV6561.The horizontal coordinates were established by GPS observations
 KV6561.and adjusted by the National Geodetic Survey in May 1999..
 KV6561
 KV6561.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6561
 KV6561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6561
 KV6561.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6561
 KV6561.The ellipsoidal height was determined by GPS observations
 KV6561.and is referenced to NAD 83.
 KV6561
 KV6561.The geoid height was determined by GEOID03.
 KV6561
 KV6561;                    North         East     Units Scale Factor Converg.
 KV6561;SPC NJ       -   201,632.591   147,982.001   MT  0.99990005   -0 00 56.0
 KV6561;SPC NJ       -   661,522.93    485,504.28   sFT  0.99990005   -0 00 56.0
 KV6561;UTM  18      - 4,499,962.453   540,255.388   MT  0.99961995   +0 18 36.6
 KV6561
 KV6561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6561!SPC NJ       -   0.99999472  x   0.99990005  =   0.99989477
 KV6561!UTM  18      -   0.99999472  x   0.99961995  =   0.99961467
 KV6561
 KV6561:                Primary Azimuth Mark                     Grid Az
 KV6561:SPC NJ       -  SC 144                                   320 35 45.3
 KV6561:UTM  18      -  SC 144                                   320 16 12.7
 KV6561
 KV6561|---------------------------------------------------------------------|
 KV6561| PID    Reference Object                     Distance      Geod. Az  |
 KV6561|                                                           dddmmss.s |
 KV6561| KV6560 SC 144                              APPROX. 0.5 KM 3203449.3 |
 KV6561|---------------------------------------------------------------------|
 KV6561
 KV6561                          SUPERSEDED SURVEY CONTROL
 KV6561
 KV6561  ELLIP H (05/14/99)   33.69   (m)                       GP(       ) 4 1
 KV6561  NAD 83(1986)-  40 38 58.33110(N)    074 31 25.90356(W) AD(       ) 2
 KV6561  NGVD 29 (10/04/91)   67.0    (m)          220.     (f) GPS OBS        
 KV6561
 KV6561.Superseded values are not recommended for survey control.
 KV6561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6561.See file dsdata.txt to determine how the superseded data were derived.
 KV6561
 KV6561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4025599962(NAD 83)
 KV6561_MARKER: DB = BENCH MARK DISK
 KV6561_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6561_SP_SET: BRIDGE ABUTMENT
 KV6561_STAMPING: 145
 KV6561_MARK LOGO: NJ-035
 KV6561_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6561+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6561
 KV6561  HISTORY     - Date     Condition        Report By
 KV6561  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6561
 KV6561                          STATION DESCRIPTION
 KV6561
 KV6561'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6561'THE STATION IS LOCATED IN WARREN TOWNSHIP, ON THE EAST SIDE OF KING
 KV6561'GEORGE ROAD, COUNTY ROAD SPUR 527, IN THE TOP OF THE EAST END OF THE
 KV6561'SOUTH ABUTMENT OF THE BRIDGE OVER DEAD RIVER.  TO REACH THE STATION
 KV6561'FROM THE JUNCTION OF INTERSTATE HIGHWAY I 78, EXIT 36, AND KING
 KV6561'GEORGE ROAD, GO 0.32 KM (0.20 MI) NORTHWEST ON ROUTE 527 TO THE
 KV6561'BRIDGE, STRUCTURE NUMBER 1817 169, MILE POST 37.35, AND THE STATION
 KV6561'ON THE RIGHT.  IT IS 0.85 M (2.79 FT) EAST OF THE ROUTE 527 CURBLINE,
 KV6561'5.2 M (17.06 FT) EAST OF THE ROUTE 527 CENTERLINE, 6.25 M (20.51 FT)
 KV6561'NORTHWEST OF POLE BT 4261 BS, 1.3 M (4.27 FT) NORTHWEST OF THE
 KV6561'SOUTHWEST CORNER OF THE EAST PARAPET END POST AND 23.5 M (77.10 FT)
 KV6561'SOUTH OF THE CENTER OF THE SPAN.  THE STATION IS FLUSH WITH THE
 KV6561'SIDEWALK. DESCRIPTION BY NJGS RJK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6562 ***********************************************************************
 KV6562  DESIGNATION -  SC 146
 KV6562  PID         -  KV6562
 KV6562  STATE/COUNTY-  NJ/SOMERSET
 KV6562  USGS QUAD   -  BERNARDSVILLE (1981)
 KV6562
 KV6562                         *CURRENT SURVEY CONTROL
 KV6562  ___________________________________________________________________
 KV6562* NAD 83(1996)-  40 41 38.45567(N)    074 31 56.83528(W)     ADJUSTED  
 KV6562* NAVD 88     -        81.9    (meters)     269.     (feet)  GPS OBS   
 KV6562  ___________________________________________________________________
 KV6562  X           -   1,291,552.374 (meters)                     COMP
 KV6562  Y           -  -4,667,452.222 (meters)                     COMP
 KV6562  Z           -   4,136,750.679 (meters)                     COMP
 KV6562  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 KV6562  ELLIP HEIGHT-          48.80  (meters)          (10/23/02) GPS OBS
 KV6562  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV6562
 KV6562  HORZ ORDER  -  FIRST
 KV6562  ELLP ORDER  -  FOURTH    CLASS I
 KV6562
 KV6562.The horizontal coordinates were established by GPS observations
 KV6562.and adjusted by the National Geodetic Survey in May 1999..
 KV6562
 KV6562.The orthometric height was determined by GPS observations and a
 KV6562.high-resolution geoid model.
 KV6562
 KV6562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6562
 KV6562.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6562
 KV6562.The ellipsoidal height was determined by GPS observations
 KV6562.and is referenced to NAD 83.
 KV6562
 KV6562.The geoid height was determined by GEOID03.
 KV6562
 KV6562;                    North         East     Units Scale Factor Converg.
 KV6562;SPC NJ       -   206,571.595   147,257.142   MT  0.99990009   -0 01 16.2
 KV6562;SPC NJ       -   677,726.97    483,126.14   sFT  0.99990009   -0 01 16.2
 KV6562;UTM  18      - 4,504,895.870   539,502.662   MT  0.99961921   +0 18 17.5
 KV6562
 KV6562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6562!SPC NJ       -   0.99999235  x   0.99990009  =   0.99989244
 KV6562!UTM  18      -   0.99999235  x   0.99961921  =   0.99961156
 KV6562
 KV6562:                Primary Azimuth Mark                     Grid Az
 KV6562:SPC NJ       -  SC 147                                   264 18 01.9
 KV6562:UTM  18      -  SC 147                                   263 58 28.2
 KV6562
 KV6562|---------------------------------------------------------------------|
 KV6562| PID    Reference Object                     Distance      Geod. Az  |
 KV6562|                                                           dddmmss.s |
 KV6562| KV6563 SC 147                              APPROX. 0.6 KM 2641645.7 |
 KV6562|---------------------------------------------------------------------|
 KV6562
 KV6562                          SUPERSEDED SURVEY CONTROL
 KV6562
 KV6562  ELLIP H (05/14/99)   48.82   (m)                       GP(       ) 4 1
 KV6562  NAD 83(1986)-  40 41 38.45443(N)    074 31 56.83705(W) AD(       ) 1
 KV6562  NAD 83(1986)-  40 41 38.45443(N)    074 31 56.83705(W) AD(       ) 2
 KV6562  NGVD 29 (10/04/91)   82.2    (m)          270.     (f) GPS OBS        
 KV6562
 KV6562.Superseded values are not recommended for survey control.
 KV6562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6562.See file dsdata.txt to determine how the superseded data were derived.
 KV6562
 KV6562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3950304896(NAD 83)
 KV6562_MARKER: DD = SURVEY DISK
 KV6562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6562_STAMPING: 146
 KV6562_MARK LOGO: NJ-035
 KV6562_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6562+STABILITY: SURFACE MOTION
 KV6562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6562+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1993
 KV6562
 KV6562  HISTORY     - Date     Condition        Report By
 KV6562  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6562  HISTORY     - 19900207 GOOD
 KV6562  HISTORY     - 19921030 GOOD             NJGS
 KV6562  HISTORY     - 19930122 GOOD
 KV6562
 KV6562                          STATION DESCRIPTION
 KV6562
 KV6562'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6562'THE STATION IS LOCATED IN BERNARDS TOWNSHIP, ON THE NORTH SIDE OF LORD
 KV6562'STIRLING ROAD.  TO REACH THE STATION FROM THE JUNCTION OF NORTH MAPLE
 KV6562'AVENUE, COUNTY ROAD 657, AND INTERSTATE HIGHWAY I 287, EXIT 26,
 KV6562'NORTHEAST OF THE TOWN OF BASKING RIDGE, GO 2.7 KM (1.68 MI) SOUTHWEST
 KV6562'ON ROUTE 657 TO THE JUNCTION WITH EAST OAK STREET IN BASKING RIDGE,
 KV6562'CONTINUE 1.6 KM (0.99 MI) SOUTHEAST ON COUNTY ROUTE 657, TO THE
 KV6562'JUNCTION WITH LORD STIRLING ROAD.  TURN LEFT AND GO 0.64 KM
 KV6562'(0.40 MI) EAST ON LORD STIRLING ROAD TO THE ENTRANCE TO THE HORSE
 KV6562'TRAIL AND ENVIRONMENTAL EDUCATION CENTER OF THE SOMERSET COUNTY PARK
 KV6562'COMMISSION, LORD STIRLING PARK AND THE STATION ON THE LEFT.  IT IS
 KV6562'9.0 M (29.53 FT) NORTH OF THE CENTERLINE OF LORD STIRLING ROAD, 7.0 M
 KV6562'(22.97 FT) WEST OF THE CENTERLINE OF THE DRIVEWAY AT THE PARK
 KV6562'ENTRANCE, 2.5 M (8.20 FT) SOUTH OF THE POST AND RAIL PARK FENCE, 5.0
 KV6562'M (16.40 FT) EAST OF UTILITY POLE BV 2700, 29.5 M (96.78 FT) EAST OF
 KV6562'THE CENTERLINE OF VILLAGE ROAD, 17.5 M (57.41 FT) EAST OF THE CENTER
 KV6562'OF A CONCRETE HEADWALL AT A DRAINAGE DITCH ON THE NORTH SIDE OF THE
 KV6562'ROAD AND 29.7 M (97.44 FT) WEST OF UTILITY POLE BV 2699.  THE STATION
 KV6562'IS 0.1 M (0.33 FT) BELOW GROUND.  DESCRIPTION BY NJGS RJK.
 KV6562
 KV6562                          STATION RECOVERY (1990)
 KV6562
 KV6562'RECOVERED 1990
 KV6562'RECOVERED IN GOOD CONDITION.
 KV6562
 KV6562                          STATION RECOVERY (1992)
 KV6562
 KV6562'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV6562'RECOVERED IN GOOD CONDITION.
 KV6562
 KV6562                          STATION RECOVERY (1993)
 KV6562
 KV6562'RECOVERED 1993
 KV6562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6563 ***********************************************************************
 KV6563  DESIGNATION -  SC 147
 KV6563  PID         -  KV6563
 KV6563  STATE/COUNTY-  NJ/SOMERSET
 KV6563  USGS QUAD   -  BERNARDSVILLE (1981)
 KV6563
 KV6563                         *CURRENT SURVEY CONTROL
 KV6563  ___________________________________________________________________
 KV6563* NAD 83(1996)-  40 41 36.50003(N)    074 32 22.47286(W)     ADJUSTED  
 KV6563* NAVD 88     -        86.4    (meters)     283.     (feet)  VERTCON   
 KV6563  ___________________________________________________________________
 KV6563  X           -   1,290,983.622 (meters)                     COMP
 KV6563  Y           -  -4,667,653.925 (meters)                     COMP
 KV6563  Z           -   4,136,707.880 (meters)                     COMP
 KV6563  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 KV6563  ELLIP HEIGHT-          53.31  (meters)          (10/23/02) GPS OBS
 KV6563  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KV6563
 KV6563  HORZ ORDER  -  SECOND
 KV6563  ELLP ORDER  -  FOURTH    CLASS I
 KV6563
 KV6563.The horizontal coordinates were established by GPS observations
 KV6563.and adjusted by the National Geodetic Survey in May 1999..
 KV6563
 KV6563.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6563
 KV6563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6563
 KV6563.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6563
 KV6563.The ellipsoidal height was determined by GPS observations
 KV6563.and is referenced to NAD 83.
 KV6563
 KV6563.The geoid height was determined by GEOID03.
 KV6563
 KV6563;                    North         East     Units Scale Factor Converg.
 KV6563;SPC NJ       -   206,511.523   146,655.240   MT  0.99990014   -0 01 32.9
 KV6563;SPC NJ       -   677,529.89    481,151.40   sFT  0.99990014   -0 01 32.9
 KV6563;UTM  18      - 4,504,832.392   538,901.281   MT  0.99961863   +0 18 00.7
 KV6563
 KV6563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6563!SPC NJ       -   0.99999164  x   0.99990014  =   0.99989178
 KV6563!UTM  18      -   0.99999164  x   0.99961863  =   0.99961027
 KV6563
 KV6563:                Primary Azimuth Mark                     Grid Az
 KV6563:SPC NJ       -  SC 146                                   084 18 01.9
 KV6563:UTM  18      -  SC 146                                   083 58 28.3
 KV6563
 KV6563|---------------------------------------------------------------------|
 KV6563| PID    Reference Object                     Distance      Geod. Az  |
 KV6563|                                                           dddmmss.s |
 KV6563| KV6562 SC 146                              APPROX. 0.6 KM 0841629.0 |
 KV6563|---------------------------------------------------------------------|
 KV6563
 KV6563                          SUPERSEDED SURVEY CONTROL
 KV6563
 KV6563  ELLIP H (05/14/99)   53.33   (m)                       GP(       ) 4 1
 KV6563  NAD 83(1986)-  40 41 36.49896(N)    074 32 22.47448(W) AD(       ) 2
 KV6563  NGVD 29 (10/04/91)   86.7    (m)          284.     (f) GPS OBS        
 KV6563
 KV6563.Superseded values are not recommended for survey control.
 KV6563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6563.See file dsdata.txt to determine how the superseded data were derived.
 KV6563
 KV6563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3890104832(NAD 83)
 KV6563_MARKER: DD = SURVEY DISK
 KV6563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6563_SP_SET: CONCRETE POST
 KV6563_STAMPING: 147
 KV6563_MARK LOGO: NJ-035
 KV6563_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6563+STABILITY: SURFACE MOTION
 KV6563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6563+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1990
 KV6563
 KV6563  HISTORY     - Date     Condition        Report By
 KV6563  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6563  HISTORY     - 19900207 GOOD
 KV6563
 KV6563                          STATION DESCRIPTION
 KV6563
 KV6563'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6563'THE STATION IS LOCATED IN BERNARDS TOWNSHIP, ON THE EAST SIDE OF SOUTH
 KV6563'MAPLE AVENUE, COUNTY ROAD 657, AT LORD STIRLING ROAD.  TO REACH THE
 KV6563'STATION FROM THE JUNCTION OF NORTH MAPLE AVENUE AND INTERSTATE
 KV6563'HIGHWAY I 287, EXIT 26, NORTHEAST OF THE TOWN OF BASKING RIDGE, GO
 KV6563'2.7 KM (1.68 MI) SOUTHWEST ON NORTH MAPLE AVENUE TO ITS JUNCTION WITH
 KV6563'EAST OAK STREET IN BASKING RIDGE, CONTINUE 1.64 KM (1.02 MI)
 KV6563'SOUTHEAST ON SOUTH MAPLE AVENUE, ROUTE 657, TO THE JUNCTION WITH LORD
 KV6563'STIRLING ROAD AND THE STATION ON THE LEFT.  IT IS 7.4 M (24.28 FT)
 KV6563'SOUTH SOUTHWEST OF THE LORD STIRLING ROAD CENTERLINE, 8.0 M
 KV6563'(26.25 FT) SOUTHWEST OF UTILITY POLE 714 BV AND 7.9 M (25.92 FT)
 KV6563'NORTH NORTHEAST OF A FIRE HYDRANT.  THE STATION IS 0.1 M (0.33 FT)
 KV6563'BELOW THE GROUND. DESCRIPTION BY NJGS RJK.
 KV6563
 KV6563                          STATION RECOVERY (1990)
 KV6563
 KV6563'RECOVERED 1990
 KV6563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6564 ***********************************************************************
 KV6564  DESIGNATION -  SC 148
 KV6564  PID         -  KV6564
 KV6564  STATE/COUNTY-  NJ/SOMERSET
 KV6564  USGS QUAD   -  ROCKY HILL (1970)
 KV6564
 KV6564                         *CURRENT SURVEY CONTROL
 KV6564  ___________________________________________________________________
 KV6564* NAD 83(1996)-  40 27 55.65233(N)    074 38 10.23194(W)     ADJUSTED  
 KV6564* NAVD 88     -        27.9    (meters)      92.     (feet)  VERTCON   
 KV6564  ___________________________________________________________________
 KV6564  X           -   1,287,464.246 (meters)                     COMP
 KV6564  Y           -  -4,685,662.916 (meters)                     COMP
 KV6564  Z           -   4,117,439.004 (meters)                     COMP
 KV6564  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 KV6564  ELLIP HEIGHT-          -5.46  (meters)          (10/23/02) GPS OBS
 KV6564  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KV6564
 KV6564  HORZ ORDER  -  SECOND
 KV6564  ELLP ORDER  -  FOURTH    CLASS I
 KV6564
 KV6564.The horizontal coordinates were established by GPS observations
 KV6564.and adjusted by the National Geodetic Survey in May 1999..
 KV6564
 KV6564.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6564
 KV6564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6564
 KV6564.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6564
 KV6564.The ellipsoidal height was determined by GPS observations
 KV6564.and is referenced to NAD 83.
 KV6564
 KV6564.The geoid height was determined by GEOID03.
 KV6564
 KV6564;                    North         East     Units Scale Factor Converg.
 KV6564;SPC NJ       -   181,202.297   138,451.939   MT  0.99990164   -0 05 18.2
 KV6564;SPC NJ       -   594,494.54    454,237.74   sFT  0.99990164   -0 05 18.2
 KV6564;UTM  18      - 4,479,484.251   530,844.089   MT  0.99961171   +0 14 10.0
 KV6564
 KV6564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6564!SPC NJ       -   1.00000086  x   0.99990164  =   0.99990250
 KV6564!UTM  18      -   1.00000086  x   0.99961171  =   0.99961257
 KV6564
 KV6564|---------------------------------------------------------------------|
 KV6564| PID    Reference Object                     Distance      Geod. Az  |
 KV6564|                                                           dddmmss.s |
 KV6564| KV6565 SC 149                              383.847 METERS 20033     |
 KV6564|---------------------------------------------------------------------|
 KV6564
 KV6564                          SUPERSEDED SURVEY CONTROL
 KV6564
 KV6564  ELLIP H (05/14/99)   -5.45   (m)                       GP(       ) 4 1
 KV6564  NAD 83(1986)-  40 27 55.65173(N)    074 38 10.23370(W) AD(       ) 2
 KV6564  NGVD 29 (10/04/91)   28.2    (m)           93.     (f) GPS OBS        
 KV6564
 KV6564.Superseded values are not recommended for survey control.
 KV6564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6564.See file dsdata.txt to determine how the superseded data were derived.
 KV6564
 KV6564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3084479484(NAD 83)
 KV6564_MARKER: DD = SURVEY DISK
 KV6564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6564_SP_SET: CONCRETE POST
 KV6564_STAMPING: 148
 KV6564_MARK LOGO: NJ-035
 KV6564_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6564+STABILITY: SURFACE MOTION
 KV6564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6564+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2003
 KV6564
 KV6564  HISTORY     - Date     Condition        Report By
 KV6564  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6564  HISTORY     - 19900213 GOOD
 KV6564  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 KV6564  HISTORY     - 20030919 GOOD             AASCO
 KV6564
 KV6564                          STATION DESCRIPTION
 KV6564
 KV6564'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6564'THE STATION IS LOCATED IN MONTGOMERY TOWNSHIP, AT THE SOUTHWEST CORNER
 KV6564'OF THE JUNCTION OF TOWNSHIP LINE ROAD AND WILLOW ROAD ON THE
 KV6564'NORTHEAST CORNER OF THE PIKE BROOK COUNTRY CLUB.  TO REACH THE
 KV6564'STATION FROM THE U.S. HIGHWAY 206 BRIDGE OVER THE READING RAILROAD,
 KV6564'CONRAIL, AT BELLE MEAD, GO 0.08 KM (0.05 MI) SOUTHEAST ON ROUTE 206
 KV6564'TO TOWNSHIP LINE ROAD, TURN LEFT, AND GO 2.64 KM (1.64 MI) NORTH THEN
 KV6564'EAST ON TOWNSHIP LINE ROAD TO ITS JUNCTION WITH WILLOW ROAD AND THE
 KV6564'STATION ON THE RIGHT.  IT IS 15.5 M (50.85 FT) SOUTH FROM THE
 KV6564'TOWNSHIP LINE ROAD CENTERLINE, 5.4 M (17.72 FT) WEST FROM THE WILLOW
 KV6564'ROAD CENTERLINE, 3.9 M (12.80 FT) SOUTH SOUTHEAST FROM AN A T AND T
 KV6564'CABLE MARKER, 30.8 M (101.05 FT) SOUTHWEST FROM A FIRE HYDRANT AND
 KV6564'25.2 M (82.68 FT) NORTH NORTHWEST FROM POLE 3309 HBT,47.  THE STATION
 KV6564'IS 0.1 M (0.33 FT) BELOW THE GROUND.  DESCRIPTION BY NJGS RJK SRB.
 KV6564
 KV6564                          STATION RECOVERY (1990)
 KV6564
 KV6564'RECOVERED 1990
 KV6564'RECOVERED IN GOOD CONDITION.
 KV6564
 KV6564                          STATION RECOVERY (1998)
 KV6564
 KV6564'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV6564'MARK NOT FOUND.
 KV6564
 KV6564                          STATION RECOVERY (2003)
 KV6564
 KV6564'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2003 (JAL)
 KV6564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6565 ***********************************************************************
 KV6565  DESIGNATION -  SC 149
 KV6565  PID         -  KV6565
 KV6565  STATE/COUNTY-  NJ/SOMERSET
 KV6565  USGS QUAD   -  ROCKY HILL (1970)
 KV6565
 KV6565                         *CURRENT SURVEY CONTROL
 KV6565  ___________________________________________________________________
 KV6565* NAD 83(1996)-  40 27 43.99986(N)    074 38 15.95072(W)     ADJUSTED  
 KV6565* NAVD 88     -        25.8    (meters)      85.     (feet)  VERTCON   
 KV6565  ___________________________________________________________________
 KV6565  X           -   1,287,395.707 (meters)                     COMP
 KV6565  Y           -  -4,685,921.998 (meters)                     COMP
 KV6565  Z           -   4,117,164.192 (meters)                     COMP
 KV6565  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 KV6565  ELLIP HEIGHT-          -7.55  (meters)          (10/23/02) GPS OBS
 KV6565  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KV6565
 KV6565  HORZ ORDER  -  SECOND
 KV6565  ELLP ORDER  -  FOURTH    CLASS I
 KV6565
 KV6565.The horizontal coordinates were established by GPS observations
 KV6565.and adjusted by the National Geodetic Survey in May 1999..
 KV6565
 KV6565.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6565
 KV6565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6565
 KV6565.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6565
 KV6565.The ellipsoidal height was determined by GPS observations
 KV6565.and is referenced to NAD 83.
 KV6565
 KV6565.The geoid height was determined by GEOID03.
 KV6565
 KV6565;                    North         East     Units Scale Factor Converg.
 KV6565;SPC NJ       -   180,843.116   138,316.665   MT  0.99990168   -0 05 21.8
 KV6565;SPC NJ       -   593,316.12    453,793.93   sFT  0.99990168   -0 05 21.8
 KV6565;UTM  18      - 4,479,124.414   530,710.889   MT  0.99961161   +0 14 06.3
 KV6565
 KV6565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6565!SPC NJ       -   1.00000118  x   0.99990168  =   0.99990286
 KV6565!UTM  18      -   1.00000118  x   0.99961161  =   0.99961279
 KV6565
 KV6565|---------------------------------------------------------------------|
 KV6565| PID    Reference Object                     Distance      Geod. Az  |
 KV6565|                                                           dddmmss.s |
 KV6565| KV6564 SC 148                              383.847 METERS 02033     |
 KV6565|---------------------------------------------------------------------|
 KV6565
 KV6565                          SUPERSEDED SURVEY CONTROL
 KV6565
 KV6565  ELLIP H (05/14/99)   -7.54   (m)                       GP(       ) 4 1
 KV6565  NAD 83(1986)-  40 27 43.99923(N)    074 38 15.95250(W) AD(       ) 2
 KV6565  NGVD 29 (10/04/91)   26.1    (m)           86.     (f) GPS OBS        
 KV6565
 KV6565.Superseded values are not recommended for survey control.
 KV6565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6565.See file dsdata.txt to determine how the superseded data were derived.
 KV6565
 KV6565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3071179124(NAD 83)
 KV6565_MARKER: DD = SURVEY DISK
 KV6565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6565_SP_SET: CONCRETE POST
 KV6565_STAMPING: 149
 KV6565_MARK LOGO: NJ-035
 KV6565_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6565+STABILITY: SURFACE MOTION
 KV6565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6565+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2003
 KV6565
 KV6565  HISTORY     - Date     Condition        Report By
 KV6565  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6565  HISTORY     - 19900214 GOOD
 KV6565  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 KV6565  HISTORY     - 20030919 GOOD             AASCO
 KV6565
 KV6565                          STATION DESCRIPTION
 KV6565
 KV6565'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6565'THE STATION IS LOCATED IN MONTGOMERY TOWNSHIP, ON THE WEST SIDE OF
 KV6565'WILLOW ROAD, OPPOSITE HOUSE NUMBER 147.  TO REACH THE STATION FROM
 KV6565'THE U.S. HIGHWAY 206 BRIDGE OVER THE READING RAILROAD, CONRAIL, AT
 KV6565'BELLE MEAD, GO 0.08 KM (0.05 MI) SOUTHEAST ON ROUTE 206 TO TOWNSHIP
 KV6565'LINE ROAD, TURN LEFT, AND GO 2.64 KM (1.64 MI) NORTH THEN EAST ON
 KV6565'TOWNSHIP LINE ROAD TO ITS JUNCTION WITH WILLOW ROAD, TURN RIGHT, GO
 KV6565'0.4 KM (0.25 MI) SOUTHWEST ON WILLOW ROAD TO THE STATION ON THE
 KV6565'RIGHT.  IT IS 6.2 M (20.34 FT) WEST FROM THE WILLOW ROAD CENTERLINE,
 KV6565'21.1 M (69.23 FT) SOUTHWEST FROM POLE PS 2985 MT AND 35.3 M
 KV6565'(115.81 FT) NORTH FROM POLE 25/3038 MT.  THE STATION IS 0.05 M
 KV6565'(0.16 FT) BELOW THE GROUND.  DESCRIPTION BY NJGS SRB.
 KV6565
 KV6565                          STATION RECOVERY (1990)
 KV6565
 KV6565'RECOVERED 1990
 KV6565'RECOVERED IN GOOD CONDITION.
 KV6565
 KV6565                          STATION RECOVERY (1998)
 KV6565
 KV6565'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV6565'MARK NOT FOUND.
 KV6565
 KV6565                          STATION RECOVERY (2003)
 KV6565
 KV6565'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2003 (JAL)
 KV6565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6566 ***********************************************************************
 KV6566  DESIGNATION -  SC 150
 KV6566  PID         -  KV6566
 KV6566  STATE/COUNTY-  NJ/SOMERSET
 KV6566  USGS QUAD   -  ROCKY HILL (1970)
 KV6566
 KV6566                         *CURRENT SURVEY CONTROL
 KV6566  ___________________________________________________________________
 KV6566* NAD 83(1996)-  40 29 16.41390(N)    074 44 33.26743(W)     ADJUSTED  
 KV6566* NAVD 88     -        57.2    (meters)     188.     (feet)  VERTCON   
 KV6566  ___________________________________________________________________
 KV6566  X           -   1,278,340.989 (meters)                     COMP
 KV6566  Y           -  -4,686,506.914 (meters)                     COMP
 KV6566  Z           -   4,119,352.813 (meters)                     COMP
 KV6566  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 KV6566  ELLIP HEIGHT-          23.62  (meters)          (10/23/02) GPS OBS
 KV6566  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KV6566
 KV6566  HORZ ORDER  -  SECOND
 KV6566  ELLP ORDER  -  FOURTH    CLASS I
 KV6566
 KV6566.The horizontal coordinates were established by GPS observations
 KV6566.and adjusted by the National Geodetic Survey in May 1999..
 KV6566
 KV6566.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6566
 KV6566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6566
 KV6566.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6566
 KV6566.The ellipsoidal height was determined by GPS observations
 KV6566.and is referenced to NAD 83.
 KV6566
 KV6566.The geoid height was determined by GEOID03.
 KV6566
 KV6566;                    North         East     Units Scale Factor Converg.
 KV6566;SPC NJ       -   183,712.537   129,435.871   MT  0.99990520   -0 09 27.0
 KV6566;SPC NJ       -   602,730.22    424,657.52   sFT  0.99990520   -0 09 27.0
 KV6566;UTM  18      - 4,481,942.652   521,816.606   MT  0.99960586   +0 10 01.7
 KV6566
 KV6566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6566!SPC NJ       -   0.99999629  x   0.99990520  =   0.99990150
 KV6566!UTM  18      -   0.99999629  x   0.99960586  =   0.99960216
 KV6566
 KV6566|---------------------------------------------------------------------|
 KV6566| PID    Reference Object                     Distance      Geod. Az  |
 KV6566|                                                           dddmmss.s |
 KV6566| KV6567 SC 151                              376.772 METERS 15757     |
 KV6566| KV6522 27684                               484.563 METERS 1585534.8 |
 KV6566|---------------------------------------------------------------------|
 KV6566
 KV6566                          SUPERSEDED SURVEY CONTROL
 KV6566
 KV6566  ELLIP H (05/14/99)   23.63   (m)                       GP(       ) 4 1
 KV6566  NAD 83(1986)-  40 29 16.41362(N)    074 44 33.26956(W) AD(       ) 2
 KV6566  NGVD 29 (10/04/91)   57.5    (m)          189.     (f) GPS OBS        
 KV6566
 KV6566.Superseded values are not recommended for survey control.
 KV6566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6566.See file dsdata.txt to determine how the superseded data were derived.
 KV6566
 KV6566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2181781943(NAD 83)
 KV6566_MARKER: DD = SURVEY DISK
 KV6566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6566_SP_SET: CONCRETE POST
 KV6566_STAMPING: 150
 KV6566_MARK LOGO: NJ-035
 KV6566_PROJECTION: FLUSH
 KV6566_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6566+STABILITY: SURFACE MOTION
 KV6566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6566+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6566
 KV6566  HISTORY     - Date     Condition        Report By
 KV6566  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6566  HISTORY     - 19950601 GOOD             STEWRT
 KV6566  HISTORY     - 20021130 MARK NOT FOUND   USPSQD
 KV6566
 KV6566                          STATION DESCRIPTION
 KV6566
 KV6566'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6566'THE STATION IS LOCATED IN HILLSBOROUGH TOWNSHIP, ON THE WEST SIDE OF
 KV6566'LONGHILL ROAD.  TO REACH THE STATION FROM THE JUNCTION OF AMWELL ROAD
 KV6566', COUNTY ROAD 514, AND RIVER ROAD, COUNTY ROAD 567 AT THE NESHANIC
 KV6566'CHURCH IN NESHANIC, GO 2.3 KM (1.43 MI) WEST ON ROUTE 514 TO ITS
 KV6566'JUNCTION WITH LONGHILL ROAD, TURN LEFT AND GO 0.88 KM (0.55 MI) SOUTH
 KV6566'ON LONGHILL ROAD TO THE STATION ON THE RIGHT.  IT IS 5.5 M
 KV6566'(18.04 FT) WEST FROM THE CENTERLINE OF THE ROAD, 13.0 M (42.65 FT)
 KV6566'NORTH FROM THE CENTERLINE OF A STONE DRIVE, WITH BITUMINOUS APRON, TO
 KV6566'A HOUSE AT THE CREST OF THE HILL, NUMBER UNKNOWN, 44.6 M (146.33 FT)
 KV6566'NORTHWEST FROM POLE HR 78 AND 2.0 M (6.56 FT) WEST FROM THE EDGE OF
 KV6566'THE PAVEMENT.  THE STATION IS 0.05 M (0.16 FT) BELOW THE GROUND AT
 KV6566'THE TOP OF THE SLOPE.  DESCRIPTION BY NJGS FAC,SRB.
 KV6566
 KV6566                          STATION RECOVERY (1995)
 KV6566
 KV6566'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1995 (JMS)
 KV6566'GOOD.
 KV6566
 KV6566                          STATION RECOVERY (2002)
 KV6566
 KV6566'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV6566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6567 ***********************************************************************
 KV6567  DESIGNATION -  SC 151
 KV6567  PID         -  KV6567
 KV6567  STATE/COUNTY-  NJ/SOMERSET
 KV6567  USGS QUAD   -  ROCKY HILL (1970)
 KV6567
 KV6567                         *CURRENT SURVEY CONTROL
 KV6567  ___________________________________________________________________
 KV6567* NAD 83(1996)-  40 29 05.09205(N)    074 44 27.26313(W)     ADJUSTED  
 KV6567* NAVD 88     -        54.7    (meters)     179.     (feet)  VERTCON   
 KV6567  ___________________________________________________________________
 KV6567  X           -   1,278,536.586 (meters)                     COMP
 KV6567  Y           -  -4,686,686.615 (meters)                     COMP
 KV6567  Z           -   4,119,085.580 (meters)                     COMP
 KV6567  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 KV6567  ELLIP HEIGHT-          21.12  (meters)          (10/23/02) GPS OBS
 KV6567  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KV6567
 KV6567  HORZ ORDER  -  SECOND
 KV6567  ELLP ORDER  -  FOURTH    CLASS I
 KV6567
 KV6567.The horizontal coordinates were established by GPS observations
 KV6567.and adjusted by the National Geodetic Survey in May 1999..
 KV6567
 KV6567.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6567
 KV6567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6567
 KV6567.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6567
 KV6567.The ellipsoidal height was determined by GPS observations
 KV6567.and is referenced to NAD 83.
 KV6567
 KV6567.The geoid height was determined by GEOID03.
 KV6567
 KV6567;                    North         East     Units Scale Factor Converg.
 KV6567;SPC NJ       -   183,362.955   129,576.310   MT  0.99990513   -0 09 23.1
 KV6567;SPC NJ       -   601,583.29    425,118.28   sFT  0.99990513   -0 09 23.1
 KV6567;UTM  18      - 4,481,593.976   521,958.981   MT  0.99960594   +0 10 05.6
 KV6567
 KV6567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6567!SPC NJ       -   0.99999669  x   0.99990513  =   0.99990182
 KV6567!UTM  18      -   0.99999669  x   0.99960594  =   0.99960263
 KV6567
 KV6567|---------------------------------------------------------------------|
 KV6567| PID    Reference Object                     Distance      Geod. Az  |
 KV6567|                                                           dddmmss.s |
 KV6567| KV6566 SC 150                              376.772 METERS 33757     |
 KV6567|---------------------------------------------------------------------|
 KV6567
 KV6567                          SUPERSEDED SURVEY CONTROL
 KV6567
 KV6567  ELLIP H (05/14/99)   21.13   (m)                       GP(       ) 4 1
 KV6567  NAD 83(1986)-  40 29 05.09177(N)    074 44 27.26525(W) AD(       ) 2
 KV6567  NGVD 29 (10/04/91)   55.0    (m)          180.     (f) GPS OBS        
 KV6567
 KV6567.Superseded values are not recommended for survey control.
 KV6567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6567.See file dsdata.txt to determine how the superseded data were derived.
 KV6567
 KV6567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2195981594(NAD 83)
 KV6567_MARKER: DD = SURVEY DISK
 KV6567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6567_SP_SET: CONCRETE POST
 KV6567_STAMPING: 151
 KV6567_MARK LOGO: NJ-035
 KV6567_PROJECTION: FLUSH
 KV6567_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6567+STABILITY: SURFACE MOTION
 KV6567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6567+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6567
 KV6567  HISTORY     - Date     Condition        Report By
 KV6567  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6567  HISTORY     - 19960601 GOOD             STEWRT
 KV6567  HISTORY     - 20010331 GOOD             NGS
 KV6567
 KV6567                          STATION DESCRIPTION
 KV6567
 KV6567'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6567'THE STATION IS LOCATED IN HILLSBOROUGH TOWNSHIP, ON THE EAST SIDE OF
 KV6567'LONGHILL ROAD, AT THE SOUTHERN TEE JUNCTION WITH WERTSVILLE ROAD.  TO
 KV6567'REACH THE STATION FROM THE JUNCTION OF AMWELL ROAD, COUNTY ROAD 514,
 KV6567'AND RIVER ROAD, COUNTY ROAD 567, AT THE NESHANIC CHURCH IN NESHANIC,
 KV6567'GO 2.3 KM (1.43 MI) WEST ON ROUTE 514 TO LONG HILL ROAD, TURN LEFT
 KV6567'AND GO 1.28 KM (0.80 MI) SOUTH TO THE SOUTHERN JUNCTION WITH
 KV6567'WERTZVILLE ROAD AND THE STATION, IN THE GRASSY SLOPE ON THE LEFT.
 KV6567'THE STATION IS 5.0 M (16.40 FT) EAST FROM THE LONG HILL ROAD
 KV6567'CENTERLINE, 4.0 M (13.12 FT) SOUTHEAST FROM THE EASTERLY EXTENSION OF
 KV6567'THE WERTZVILLE ROAD CENTERLINE, 13.3 M (43.64 FT) NORTHEAST FROM A
 KV6567'POLE, NO NUMBER, AND 1.5 M (4.92 FT) EAST FROM THE EDGE OF THE
 KV6567'PAVEMENT.  THE STATION IS FLUSH WITH THE GROUND.  DESCRIPTION BY NJGS
 KV6567'FAC,SRB.
 KV6567
 KV6567                          STATION RECOVERY (1996)
 KV6567
 KV6567'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1996 (JMS)
 KV6567'GOOD.
 KV6567
 KV6567                          STATION RECOVERY (2001)
 KV6567
 KV6567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6567'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6568 ***********************************************************************
 KV6568  DESIGNATION -  SC 152
 KV6568  PID         -  KV6568
 KV6568  STATE/COUNTY-  NJ/SOMERSET
 KV6568  USGS QUAD   -  RARITAN (1981)
 KV6568
 KV6568                         *CURRENT SURVEY CONTROL
 KV6568  ___________________________________________________________________
 KV6568* NAD 83(1996)-  40 31 46.93854(N)    074 39 33.46378(W)     ADJUSTED  
 KV6568* NAVD 88     -        33.3    (meters)     109.     (feet)  VERTCON   
 KV6568  ___________________________________________________________________
 KV6568  X           -   1,284,348.760 (meters)                     COMP
 KV6568  Y           -  -4,681,718.035 (meters)                     COMP
 KV6568  Z           -   4,122,867.553 (meters)                     COMP
 KV6568  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 KV6568  ELLIP HEIGHT-          -0.08  (meters)          (10/23/02) GPS OBS
 KV6568  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KV6568
 KV6568  HORZ ORDER  -  SECOND
 KV6568  ELLP ORDER  -  FOURTH    CLASS I
 KV6568
 KV6568.The horizontal coordinates were established by GPS observations
 KV6568.and adjusted by the National Geodetic Survey in May 1999..
 KV6568
 KV6568.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6568
 KV6568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6568
 KV6568.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6568
 KV6568.The ellipsoidal height was determined by GPS observations
 KV6568.and is referenced to NAD 83.
 KV6568
 KV6568.The geoid height was determined by GEOID03.
 KV6568
 KV6568;                    North         East     Units Scale Factor Converg.
 KV6568;SPC NJ       -   188,339.034   136,504.182   MT  0.99990224   -0 06 12.7
 KV6568;SPC NJ       -   617,908.98    447,847.47   sFT  0.99990224   -0 06 12.7
 KV6568;UTM  18      - 4,486,607.762   528,856.496   MT  0.99961025   +0 13 17.1
 KV6568
 KV6568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6568!SPC NJ       -   1.00000001  x   0.99990224  =   0.99990225
 KV6568!UTM  18      -   1.00000001  x   0.99961025  =   0.99961026
 KV6568
 KV6568:                Primary Azimuth Mark                     Grid Az
 KV6568:SPC NJ       -  SC 153                                   268 47 19.6
 KV6568:UTM  18      -  SC 153                                   268 27 49.8
 KV6568
 KV6568|---------------------------------------------------------------------|
 KV6568| PID    Reference Object                     Distance      Geod. Az  |
 KV6568|                                                           dddmmss.s |
 KV6568| KV6569 SC 153                              455.533 METERS 2684106.9 |
 KV6568|---------------------------------------------------------------------|
 KV6568
 KV6568                          SUPERSEDED SURVEY CONTROL
 KV6568
 KV6568  ELLIP H (05/14/99)   -0.07   (m)                       GP(       ) 4 1
 KV6568  NAD 83(1986)-  40 31 46.93850(N)    074 39 33.46584(W) AD(       ) 2
 KV6568  NGVD 29 (10/04/91)   33.6    (m)          110.     (f) GPS OBS        
 KV6568
 KV6568.Superseded values are not recommended for survey control.
 KV6568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6568.See file dsdata.txt to determine how the superseded data were derived.
 KV6568
 KV6568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2885686608(NAD 83)
 KV6568_MARKER: DD = SURVEY DISK
 KV6568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6568_SP_SET: CONCRETE POST
 KV6568_STAMPING: 152
 KV6568_MARK LOGO: NJ-035
 KV6568_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6568+STABILITY: SURFACE MOTION
 KV6568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6568+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 KV6568
 KV6568  HISTORY     - Date     Condition        Report By
 KV6568  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6568  HISTORY     - 19900213 GOOD
 KV6568  HISTORY     - 20010331 GOOD             NGS
 KV6568  HISTORY     - 20020718 GOOD             AASCO
 KV6568  HISTORY     - 20060519 GOOD             AASCO
 KV6568
 KV6568                          STATION DESCRIPTION
 KV6568
 KV6568'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6568'THE STATION IS LOCATED IN HILLSBOROUGH TOWNSHIP, IN THE SOUTHEAST
 KV6568'CORNER OF THE TRIANGULAR TRAFFIC ISLAND AT THE JUNCTION OF NEW CENTER
 KV6568'ROAD, COUNTY ROAD 627, AND AUTEN ROAD.  TO REACH THE STATION FROM THE
 KV6568'JUNCTION OF U.S. HIGHWAY 206 AND COUNTY ROAD 627, DUKES PARKWAY WEST,
 KV6568'IN THE NORTHEAST CORNER OF HILLSBOROUGH TOWNSHIP, 1.6 KM (0.99 MI)
 KV6568'WEST OF MANVILLE, GO 2.32 KM (1.44 MI) SOUTHWEST ON DUKES PARKWAY WEST
 KV6568'TO WHERE IT BECOMES NEW CENTER ROAD AT ROYCEFIELD ROAD, CONTINUE 2.48
 KV6568'KM (1.54 MI) FARTHER ON COUNTY ROUTE 627 TO THE JUNCTION WITH AUTEN
 KV6568'ROAD AND THE STATION ON THE RIGHT.  IT IS 5.6 M (18.37 FT) NORTH OF
 KV6568'NEW CENTER ROAD CENTERLINE, 5.4 M (17.72 FT) WEST OF AUTEN ROAD
 KV6568'CENTERLINE, 14.0 M (45.93 FT) NORTH NORTHWEST OF UTILITY POLE 60538
 KV6568'HBT AND 21.4 M (70.21 FT) SOUTH SOUTHWEST OF THE NORTH CORNER OF THE
 KV6568'ISLAND.  THE STATION IS FLUSH WITH THE GROUND.  DESCRIPTION BY NJGS
 KV6568'SRB.
 KV6568
 KV6568                          STATION RECOVERY (1990)
 KV6568
 KV6568'RECOVERED 1990
 KV6568'RECOVERED IN GOOD CONDITION.
 KV6568
 KV6568                          STATION RECOVERY (2001)
 KV6568
 KV6568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6568'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV6568
 KV6568                          STATION RECOVERY (2002)
 KV6568
 KV6568'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (GLB)
 KV6568'RECOVERED IN GOOD CONDITION.
 KV6568
 KV6568                          STATION RECOVERY (2006)
 KV6568
 KV6568'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV6568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6569 ***********************************************************************
 KV6569  DESIGNATION -  SC 153
 KV6569  PID         -  KV6569
 KV6569  STATE/COUNTY-  NJ/SOMERSET
 KV6569  USGS QUAD   -  RARITAN (1981)
 KV6569
 KV6569                         *CURRENT SURVEY CONTROL
 KV6569  ___________________________________________________________________
 KV6569* NAD 83(1996)-  40 31 46.59924(N)    074 39 52.81321(W)     ADJUSTED  
 KV6569* NAVD 88     -        26.0    (meters)      85.     (feet)  VERTCON   
 KV6569  ___________________________________________________________________
 KV6569  X           -   1,283,909.882 (meters)                     COMP
 KV6569  Y           -  -4,681,839.640 (meters)                     COMP
 KV6569  Z           -   4,122,854.796 (meters)                     COMP
 KV6569  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 KV6569  ELLIP HEIGHT-          -7.47  (meters)          (10/23/02) GPS OBS
 KV6569  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KV6569
 KV6569  HORZ ORDER  -  SECOND
 KV6569  ELLP ORDER  -  FOURTH    CLASS I
 KV6569
 KV6569.The horizontal coordinates were established by GPS observations
 KV6569.and adjusted by the National Geodetic Survey in May 1999..
 KV6569
 KV6569.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6569
 KV6569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6569
 KV6569.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6569
 KV6569.The ellipsoidal height was determined by GPS observations
 KV6569.and is referenced to NAD 83.
 KV6569
 KV6569.The geoid height was determined by GEOID03.
 KV6569
 KV6569;                    North         East     Units Scale Factor Converg.
 KV6569;SPC NJ       -   188,329.405   136,048.795   MT  0.99990240   -0 06 25.2
 KV6569;SPC NJ       -   617,877.39    446,353.42   sFT  0.99990240   -0 06 25.2
 KV6569;UTM  18      - 4,486,595.554   528,401.304   MT  0.99960993   +0 13 04.5
 KV6569
 KV6569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6569!SPC NJ       -   1.00000117  x   0.99990240  =   0.99990357
 KV6569!UTM  18      -   1.00000117  x   0.99960993  =   0.99961110
 KV6569
 KV6569:                Primary Azimuth Mark                     Grid Az
 KV6569:SPC NJ       -  SC 152                                   088 47 19.5
 KV6569:UTM  18      -  SC 152                                   088 27 49.8
 KV6569
 KV6569|---------------------------------------------------------------------|
 KV6569| PID    Reference Object                     Distance      Geod. Az  |
 KV6569|                                                           dddmmss.s |
 KV6569| KV6568 SC 152                              455.533 METERS 0884054.3 |
 KV6569|---------------------------------------------------------------------|
 KV6569
 KV6569                          SUPERSEDED SURVEY CONTROL
 KV6569
 KV6569  ELLIP H (05/14/99)   -7.46   (m)                       GP(       ) 4 1
 KV6569  NAD 83(1986)-  40 31 46.59920(N)    074 39 52.81527(W) AD(       ) 2
 KV6569  NGVD 29 (10/04/91)   26.2    (m)           86.     (f) GPS OBS        
 KV6569
 KV6569.Superseded values are not recommended for survey control.
 KV6569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6569.See file dsdata.txt to determine how the superseded data were derived.
 KV6569
 KV6569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2840186596(NAD 83)
 KV6569_MARKER: DD = SURVEY DISK
 KV6569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6569_SP_SET: CONCRETE POST
 KV6569_STAMPING: 153
 KV6569_MARK LOGO: NJ-035
 KV6569_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6569+STABILITY: SURFACE MOTION
 KV6569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6569+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2002
 KV6569
 KV6569  HISTORY     - Date     Condition        Report By
 KV6569  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6569  HISTORY     - 19900213 GOOD
 KV6569  HISTORY     - 20010331 GOOD             NGS
 KV6569  HISTORY     - 20020718 GOOD             AASCO
 KV6569
 KV6569                          STATION DESCRIPTION
 KV6569
 KV6569'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6569'THE STATION IS LOCATED IN HILLSBOROUGH TOWNSHIP ON THE SOUTH SIDE OF
 KV6569'NEW CENTER ROAD, COUNTY ROAD 627, JUST WEST OF DUKES BROOK.  TO REACH
 KV6569'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 206 AND DUKES PARKWAY
 KV6569'WEST, COUNTY ROAD 627, IN THE  NORTH EAST CORNER OF HILLSBOROUGH
 KV6569'TOWNSHIP NEAR MANVILLE, GO 2.3 KM (1.43 MI) SOUTHWEST ON DUKES
 KV6569'PARKWAY WEST TO WHERE IT BECOMES NEW CENTER ROAD AT ROYCEFIELD ROAD,
 KV6569'GO 2.5 KM (1.55 MI) FARTHER SOUTHWEST ON COUNTY ROUTE 627 TO THE
 KV6569'JUNCTION WITH AUTEN ROAD, TURN RIGHT AND GO 0.48 KM (0.30 MI) WEST,
 KV6569'CROSSING DUKES BROOK, ON ROUTE 627 TO THE STATION ON THE LEFT.  IT IS
 KV6569'6.2 M (20.34 FT) WEST NORTHWEST FROM NJGS DISK 27723 THAT IS IN THE
 KV6569'SOUTHWEST WING WALL OF THE BRIDGE OVER DUKES BROOK, 5.6M SOUTH FROM
 KV6569'THE ROUTE 627 CENTERLINE, 10.8 M (35.43 FT) WEST FROM THE DUKES BROOK
 KV6569'CENTERLINE AND 22.2 M (72.83 FT) EAST FROM POLE 60526 HBT.  THE
 KV6569'STATION IS 0.1 M (0.33 FT) BELOW THE GROUND AND BEHIND THE METAL
 KV6569'GUIDE RAIL.  DESCRIPTION BY NJGS SRB.
 KV6569
 KV6569                          STATION RECOVERY (1990)
 KV6569
 KV6569'RECOVERED 1990
 KV6569'RECOVERED IN GOOD CONDITION.
 KV6569
 KV6569                          STATION RECOVERY (2001)
 KV6569
 KV6569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6569'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV6569
 KV6569                          STATION RECOVERY (2002)
 KV6569
 KV6569'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (CAS)
 KV6569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6570 ***********************************************************************
 KV6570  DESIGNATION -  SC 154
 KV6570  PID         -  KV6570
 KV6570  STATE/COUNTY-  NJ/SOMERSET
 KV6570  USGS QUAD   -  RARITAN (1981)
 KV6570
 KV6570                         *CURRENT SURVEY CONTROL
 KV6570  ___________________________________________________________________
 KV6570* NAD 83(1996)-  40 32 50.43259(N)    074 41 41.61707(W)     ADJUSTED  
 KV6570* NAVD 88     -        17.7    (meters)      58.     (feet)  VERTCON   
 KV6570  ___________________________________________________________________
 KV6570  X           -   1,281,100.574 (meters)                     COMP
 KV6570  Y           -  -4,681,275.759 (meters)                     COMP
 KV6570  Z           -   4,124,345.747 (meters)                     COMP
 KV6570  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 KV6570  ELLIP HEIGHT-         -15.81  (meters)          (10/23/02) GPS OBS
 KV6570  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KV6570
 KV6570  HORZ ORDER  -  SECOND
 KV6570  ELLP ORDER  -  FOURTH    CLASS I
 KV6570
 KV6570.The horizontal coordinates were established by GPS observations
 KV6570.and adjusted by the National Geodetic Survey in May 1999..
 KV6570
 KV6570.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6570
 KV6570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6570
 KV6570.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6570
 KV6570.The ellipsoidal height was determined by GPS observations
 KV6570.and is referenced to NAD 83.
 KV6570
 KV6570.The geoid height was determined by GEOID03.
 KV6570
 KV6570;                    North         East     Units Scale Factor Converg.
 KV6570;SPC NJ       -   190,303.424   133,492.568   MT  0.99990335   -0 07 36.1
 KV6570;SPC NJ       -   624,353.82    437,966.87   sFT  0.99990335   -0 07 36.1
 KV6570;UTM  18      - 4,488,554.467   525,834.676   MT  0.99960822   +0 11 54.0
 KV6570
 KV6570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6570!SPC NJ       -   1.00000248  x   0.99990335  =   0.99990583
 KV6570!UTM  18      -   1.00000248  x   0.99960822  =   0.99961070
 KV6570
 KV6570:                Primary Azimuth Mark                     Grid Az
 KV6570:SPC NJ       -  SC 155                                   301 11 50.8
 KV6570:UTM  18      -  SC 155                                   300 52 20.7
 KV6570
 KV6570|---------------------------------------------------------------------|
 KV6570| PID    Reference Object                     Distance      Geod. Az  |
 KV6570|                                                           dddmmss.s |
 KV6570| KV6571 SC 155                              443.704 METERS 3010414.7 |
 KV6570|---------------------------------------------------------------------|
 KV6570
 KV6570                          SUPERSEDED SURVEY CONTROL
 KV6570
 KV6570  ELLIP H (05/14/99)  -15.80   (m)                       GP(       ) 4 1
 KV6570  NAD 83(1986)-  40 32 50.43241(N)    074 41 41.61907(W) AD(       ) 2
 KV6570  NGVD 29 (10/04/91)   17.9    (m)           59.     (f) GPS OBS        
 KV6570
 KV6570.Superseded values are not recommended for survey control.
 KV6570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6570.See file dsdata.txt to determine how the superseded data were derived.
 KV6570
 KV6570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2583588554(NAD 83)
 KV6570_MARKER: DD = SURVEY DISK
 KV6570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6570_SP_SET: CONCRETE POST
 KV6570_STAMPING: 154
 KV6570_MARK LOGO: NJ-035
 KV6570_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6570+STABILITY: SURFACE MOTION
 KV6570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6570+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2005
 KV6570
 KV6570  HISTORY     - Date     Condition        Report By
 KV6570  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6570  HISTORY     - 19900213 GOOD
 KV6570  HISTORY     - 19981115 GOOD             USPSQD
 KV6570  HISTORY     - 20031122 GOOD             USPSQD
 KV6570  HISTORY     - 20041018 GOOD             INDIV
 KV6570  HISTORY     - 20051108 GOOD             INDIV
 KV6570
 KV6570                          STATION DESCRIPTION
 KV6570
 KV6570'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6570'THE STATION IS LOCATED IN HILLSBOROUGH TOWNSHIP, ON THE NORTHWEST SIDE
 KV6570'OF RIVER ROAD AND THE SOUTHEAST BANK OF THE SOUTH BRANCH OF THE
 KV6570'RARITAN RIVER, IN SOUTH BRANCH BOROUGH.  TO REACH THE STATION FROM
 KV6570'THE TOWNSHIP OF BRANCHBURG POLICE HEADQUARTERS BUILDING AT THE
 KV6570'JUNCTION OF U.S. HIGHWAY 202 AND OLD YORK ROAD, COUNTY ROAD 637, GO
 KV6570'0.32 KM (0.20 MI) EAST ON OLD YORK ROAD TO SOUTH BRANCH ROAD, COUNTY
 KV6570'ROAD 567, TURN RIGHT AND GO 1.36 KM (0.85 MI) SOUTHWEST TO STUDDIFORD
 KV6570'DRIVE, COUNTY ROAD 601, TURN LEFT AND GO 0.40 KM (0.25 MI) SOUTHEAST,
 KV6570'CROSSING THE SOUTH BRANCH OF THE RARITAN RIVER, TO RIVER ROAD, COUNTY
 KV6570'ROAD 625, IN SOUTH BRANCH, TURN LEFT AND GO 0.08 KM (0.05 MI)
 KV6570'NORTHEAST TO HOUSE NUMBER 834, ON THE RIGHT AND THE STATION ON THE
 KV6570'LEFT.  IT IS ON THE RANGE OF THE SOUTH WALL OF HOUSE 834, 4.5 M
 KV6570'(14.76 FT) NORTHWEST OF THE RIVER ROAD CENTERLINE, 10.0 M (32.81 FT)
 KV6570'NORTHEAST FROM THE SOUTHWEST END OF THE CONCRETE RAILING, 10.5 M
 KV6570'(34.45 FT) NORTH NORTHEAST FROM POLE 60247 HBT AND 25.9 M (84.97 FT)
 KV6570'SOUTH SOUTHWEST FROM POLE 60083 HBT.  THE STATION IS 0.15 M (0.49 FT)
 KV6570'BELOW THE GROUND.  DESCRIPTION BY NJGS SRB.
 KV6570
 KV6570                          STATION RECOVERY (1990)
 KV6570
 KV6570'RECOVERED 1990
 KV6570'RECOVERED IN GOOD CONDITION.
 KV6570
 KV6570                          STATION RECOVERY (1998)
 KV6570
 KV6570'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV6570'RECOVERED IN GOOD CONDITION.
 KV6570
 KV6570                          STATION RECOVERY (2003)
 KV6570
 KV6570'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV6570'RECOVERED IN GOOD CONDITION.
 KV6570
 KV6570                          STATION RECOVERY (2004)
 KV6570
 KV6570'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MH)
 KV6570'RECOVERED IN GOOD CONDITION.
 KV6570
 KV6570                          STATION RECOVERY (2005)
 KV6570
 KV6570'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JFS)
 KV6570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6571 ***********************************************************************
 KV6571  DESIGNATION -  SC 155
 KV6571  PID         -  KV6571
 KV6571  STATE/COUNTY-  NJ/SOMERSET
 KV6571  USGS QUAD   -  RARITAN (1981)
 KV6571
 KV6571                         *CURRENT SURVEY CONTROL
 KV6571  ___________________________________________________________________
 KV6571* NAD 83(1996)-  40 32 57.85609(N)    074 41 57.76911(W)     ADJUSTED  
 KV6571* NAVD 88     -        19.1    (meters)      63.     (feet)  VERTCON   
 KV6571  ___________________________________________________________________
 KV6571  X           -   1,280,694.997 (meters)                     COMP
 KV6571  Y           -  -4,681,233.528 (meters)                     COMP
 KV6571  Z           -   4,124,520.672 (meters)                     COMP
 KV6571  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 KV6571  ELLIP HEIGHT-         -14.38  (meters)          (10/23/02) GPS OBS
 KV6571  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KV6571
 KV6571  HORZ ORDER  -  SECOND
 KV6571  ELLP ORDER  -  FOURTH    CLASS I
 KV6571
 KV6571.The horizontal coordinates were established by GPS observations
 KV6571.and adjusted by the National Geodetic Survey in May 1999..
 KV6571
 KV6571.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6571
 KV6571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6571
 KV6571.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6571
 KV6571.The ellipsoidal height was determined by GPS observations
 KV6571.and is referenced to NAD 83.
 KV6571
 KV6571.The geoid height was determined by GEOID03.
 KV6571
 KV6571;                    North         East     Units Scale Factor Converg.
 KV6571;SPC NJ       -   190,533.236   133,113.065   MT  0.99990351   -0 07 46.6
 KV6571;SPC NJ       -   625,107.79    436,721.78   sFT  0.99990351   -0 07 46.6
 KV6571;UTM  18      - 4,488,782.055   525,453.988   MT  0.99960797   +0 11 43.6
 KV6571
 KV6571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6571!SPC NJ       -   1.00000226  x   0.99990351  =   0.99990577
 KV6571!UTM  18      -   1.00000226  x   0.99960797  =   0.99961022
 KV6571
 KV6571:                Primary Azimuth Mark                     Grid Az
 KV6571:SPC NJ       -  SC 154                                   121 11 50.8
 KV6571:UTM  18      -  SC 154                                   120 52 20.6
 KV6571
 KV6571|---------------------------------------------------------------------|
 KV6571| PID    Reference Object                     Distance      Geod. Az  |
 KV6571|                                                           dddmmss.s |
 KV6571| KV6570 SC 154                              443.704 METERS 1210404.2 |
 KV6571|---------------------------------------------------------------------|
 KV6571
 KV6571                          SUPERSEDED SURVEY CONTROL
 KV6571
 KV6571  ELLIP H (05/14/99)  -14.37   (m)                       GP(       ) 4 1
 KV6571  NAD 83(1986)-  40 32 57.85593(N)    074 41 57.77116(W) AD(       ) 2
 KV6571  NGVD 29 (10/04/91)   19.4    (m)           64.     (f) GPS OBS        
 KV6571
 KV6571.Superseded values are not recommended for survey control.
 KV6571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6571.See file dsdata.txt to determine how the superseded data were derived.
 KV6571
 KV6571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2545488782(NAD 83)
 KV6571_MARKER: DD = SURVEY DISK
 KV6571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6571_SP_SET: CONCRETE POST
 KV6571_STAMPING: 155
 KV6571_MARK LOGO: NJ-035
 KV6571_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6571+STABILITY: SURFACE MOTION
 KV6571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6571+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2004
 KV6571
 KV6571  HISTORY     - Date     Condition        Report By
 KV6571  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6571  HISTORY     - 19900516 GOOD
 KV6571  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV6571  HISTORY     - 20041222 GOOD             AASCO
 KV6571
 KV6571                          STATION DESCRIPTION
 KV6571
 KV6571'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6571'THE STATION IS LOCATED IN BRANCHBURG TOWNSHIP, ON THE EAST SIDE OF
 KV6571'SOUTH BRANCH ROAD, COUNTY ROAD 567, NEAR THE JUNCTION WITH COUNTY
 KV6571'ROAD 601, STUDDIFORD DRIVE.  TO REACH THE STATION FROM THE TOWNSHIP
 KV6571'OF BRANCHBURG POLICE HEADQUARTERS BUILDING AT THE JUNCTION OF U.S.
 KV6571'HIGHWAY 202 AND OLD YORK ROAD, COUNTY ROAD 637, GO 0.32 KM (0.20 MI)
 KV6571'EAST ON OLD YORK ROAD TO SOUTH BRANCH ROAD, TURN RIGHT AND GO 1.2 KM
 KV6571'(0.75 MI) SOUTHWEST ON ROUTE 567 TO A SHARP CURVE RIGHT AT MILE
 KV6571'MARKER 5 AND THE STATION ON THE LEFT.  IT IS 3.7 M (12.14 FT) NORTH
 KV6571'FROM THE 5 MILE MARKER, 8.6 M (28.22 FT) NORTH NORTHEAST FROM POLE BT
 KV6571'561, 4.9 M (16.08 FT) EAST FROM THE ROUTE 567 CENTERLINE, 12.4 M
 KV6571'(40.68 FT) EAST NORTHEAST FROM POLE BBT 361 AND 8.4 M (27.56 FT)
 KV6571'SOUTHWEST FROM A SIGN, CATTLE CROSSING.  THE STATION IS FLUSH WITH THE
 KV6571'GROUND, JUST BEHIND THE METAL GUIDE RAIL.  DESCRIPTION BY NJGS SRB.
 KV6571
 KV6571                          STATION RECOVERY (1990)
 KV6571
 KV6571'RECOVERED 1990
 KV6571'RECOVERED IN GOOD CONDITION.
 KV6571
 KV6571                          STATION RECOVERY (2001)
 KV6571
 KV6571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6571'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV6571
 KV6571                          STATION RECOVERY (2004)
 KV6571
 KV6571'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2004 (JAL)
 KV6571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6572 ***********************************************************************
 KV6572  DESIGNATION -  SC 156
 KV6572  PID         -  KV6572
 KV6572  STATE/COUNTY-  NJ/SOMERSET
 KV6572  USGS QUAD   -  ROCKY HILL (1970)
 KV6572
 KV6572                         *CURRENT SURVEY CONTROL
 KV6572  ___________________________________________________________________
 KV6572* NAD 83(1996)-  40 28 15.26890(N)    074 43 37.42577(W)     ADJUSTED  
 KV6572* NAVD 88     -       170.0    (meters)     558.     (feet)  VERTCON   
 KV6572  ___________________________________________________________________
 KV6572  X           -   1,279,954.836 (meters)                     COMP
 KV6572  Y           -  -4,687,424.570 (meters)                     COMP
 KV6572  Z           -   4,117,991.413 (meters)                     COMP
 KV6572  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 KV6572  ELLIP HEIGHT-         136.41  (meters)          (10/23/02) GPS OBS
 KV6572  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KV6572
 KV6572  HORZ ORDER  -  SECOND
 KV6572  ELLP ORDER  -  FOURTH    CLASS I
 KV6572
 KV6572.The horizontal coordinates were established by GPS observations
 KV6572.and adjusted by the National Geodetic Survey in May 1999..
 KV6572
 KV6572.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6572
 KV6572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6572
 KV6572.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6572
 KV6572.The ellipsoidal height was determined by GPS observations
 KV6572.and is referenced to NAD 83.
 KV6572
 KV6572.The geoid height was determined by GEOID03.
 KV6572
 KV6572;                    North         East     Units Scale Factor Converg.
 KV6572;SPC NJ       -   181,823.175   130,746.007   MT  0.99990456   -0 08 50.6
 KV6572;SPC NJ       -   596,531.53    428,955.86   sFT  0.99990456   -0 08 50.6
 KV6572;UTM  18      - 4,480,061.305   523,137.030   MT  0.99960659   +0 10 37.8
 KV6572
 KV6572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6572!SPC NJ       -   0.99997860  x   0.99990456  =   0.99988316
 KV6572!UTM  18      -   0.99997860  x   0.99960659  =   0.99958520
 KV6572
 KV6572:                Primary Azimuth Mark                     Grid Az
 KV6572:SPC NJ       -  SC 157                                   243 13 49.7
 KV6572:UTM  18      -  SC 157                                   242 54 21.3
 KV6572
 KV6572|---------------------------------------------------------------------|
 KV6572| PID    Reference Object                     Distance      Geod. Az  |
 KV6572|                                                           dddmmss.s |
 KV6572| KV6573 SC 157                              APPROX. 0.6 KM 2430459.1 |
 KV6572|---------------------------------------------------------------------|
 KV6572
 KV6572                          SUPERSEDED SURVEY CONTROL
 KV6572
 KV6572  ELLIP H (05/14/99)  136.42   (m)                       GP(       ) 4 1
 KV6572  NAD 83(1986)-  40 28 15.26848(N)    074 43 37.42782(W) AD(       ) 2
 KV6572  NGVD 29 (10/04/91)  170.2    (m)          558.     (f) GPS OBS        
 KV6572
 KV6572.Superseded values are not recommended for survey control.
 KV6572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6572.See file dsdata.txt to determine how the superseded data were derived.
 KV6572
 KV6572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2313780061(NAD 83)
 KV6572_MARKER: DD = SURVEY DISK
 KV6572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6572_SP_SET: CONCRETE POST
 KV6572_STAMPING: 156
 KV6572_MARK LOGO: NJ-035
 KV6572_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6572+STABILITY: SURFACE MOTION
 KV6572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6572+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6572
 KV6572  HISTORY     - Date     Condition        Report By
 KV6572  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6572  HISTORY     - 20010331 GOOD             NGS
 KV6572
 KV6572                          STATION DESCRIPTION
 KV6572
 KV6572'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6572'THE STATION IS LOCATED IN HILLSBOROUGH TOWNSHIP, ON THE NORTHWEST SIDE
 KV6572'OF ZION ROAD.  TO REACH THE STATION FROM THE JUNCTION OF RIVER ROAD,
 KV6572'COUNTY ROAD 567, AND AMWELL ROAD, COUNTY ROAD 514, AT THE NESHANIC
 KV6572'CHURCH IN NESHANIC, GO 0.08 KM (0.05 MI) WEST ON ROUTE 514 TO ZION
 KV6572'ROAD, IN NESHANIC, TURN LEFT ON ZION ROAD AND GO 4.0 KM (2.49 MI)
 KV6572'SOUTH, THEN SOUTHWEST TO A MICROWAVE TOWER AND THE STATION ON THE
 KV6572'RIGHT.  IT IS 4.1 M (13.45 FT) NORTHWEST FROM THE ZION ROAD
 KV6572'CENTERLINE, 11.8 M (38.71 FT) NORTHWEST FROM A UTILITY POLE, NO
 KV6572'NUMBER, AND 16.8 M (55.12 FT) WEST FROM POLE BT 63 HBT.  THE STATION
 KV6572'IS LEVEL WITH THE EDGE OF THE SHOULDER.  DESCRIPTION BY NJGS SRB.
 KV6572
 KV6572                          STATION RECOVERY (2001)
 KV6572
 KV6572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6572'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6573 ***********************************************************************
 KV6573  DESIGNATION -  SC 157
 KV6573  PID         -  KV6573
 KV6573  STATE/COUNTY-  NJ/SOMERSET
 KV6573  USGS QUAD   -  ROCKY HILL (1970)
 KV6573
 KV6573                         *CURRENT SURVEY CONTROL
 KV6573  ___________________________________________________________________
 KV6573* NAD 83(1996)-  40 28 07.15893(N)    074 43 58.34015(W)     ADJUSTED  
 KV6573* NAVD 88     -       158.6    (meters)     520.     (feet)  VERTCON   
 KV6573  ___________________________________________________________________
 KV6573  X           -   1,279,520.023 (meters)                     COMP
 KV6573  Y           -  -4,687,702.627 (meters)                     COMP
 KV6573  Z           -   4,117,793.730 (meters)                     COMP
 KV6573  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 KV6573  ELLIP HEIGHT-         125.05  (meters)          (10/23/02) GPS OBS
 KV6573  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KV6573
 KV6573  HORZ ORDER  -  SECOND
 KV6573  ELLP ORDER  -  FOURTH    CLASS I
 KV6573
 KV6573.The horizontal coordinates were established by GPS observations
 KV6573.and adjusted by the National Geodetic Survey in May 1999..
 KV6573
 KV6573.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6573
 KV6573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6573
 KV6573.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6573
 KV6573.The ellipsoidal height was determined by GPS observations
 KV6573.and is referenced to NAD 83.
 KV6573
 KV6573.The geoid height was determined by GEOID03.
 KV6573
 KV6573;                    North         East     Units Scale Factor Converg.
 KV6573;SPC NJ       -   181,574.327   130,252.721   MT  0.99990480   -0 09 04.1
 KV6573;SPC NJ       -   595,715.10    427,337.47   sFT  0.99990480   -0 09 04.1
 KV6573;UTM  18      - 4,479,809.742   522,645.308   MT  0.99960631   +0 10 24.2
 KV6573
 KV6573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6573!SPC NJ       -   0.99998038  x   0.99990480  =   0.99988519
 KV6573!UTM  18      -   0.99998038  x   0.99960631  =   0.99958670
 KV6573
 KV6573:                Primary Azimuth Mark                     Grid Az
 KV6573:SPC NJ       -  SC 156                                   063 13 49.7
 KV6573:UTM  18      -  SC 156                                   062 54 21.4
 KV6573
 KV6573|---------------------------------------------------------------------|
 KV6573| PID    Reference Object                     Distance      Geod. Az  |
 KV6573|                                                           dddmmss.s |
 KV6573| KV6572 SC 156                              APPROX. 0.6 KM 0630445.6 |
 KV6573|---------------------------------------------------------------------|
 KV6573
 KV6573                          SUPERSEDED SURVEY CONTROL
 KV6573
 KV6573  ELLIP H (05/14/99)  125.06   (m)                       GP(       ) 4 1
 KV6573  NAD 83(1986)-  40 28 07.15861(N)    074 43 58.34223(W) AD(       ) 2
 KV6573  NGVD 29 (10/04/91)  158.9    (m)          521.     (f) GPS OBS        
 KV6573
 KV6573.Superseded values are not recommended for survey control.
 KV6573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6573.See file dsdata.txt to determine how the superseded data were derived.
 KV6573
 KV6573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2264579810(NAD 83)
 KV6573_MARKER: DD = SURVEY DISK
 KV6573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6573_SP_SET: CONCRETE POST
 KV6573_STAMPING: 157
 KV6573_MARK LOGO: NJ-035
 KV6573_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6573+STABILITY: SURFACE MOTION
 KV6573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6573+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6573
 KV6573  HISTORY     - Date     Condition        Report By
 KV6573  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6573  HISTORY     - 20010331 GOOD             NGS
 KV6573
 KV6573                          STATION DESCRIPTION
 KV6573
 KV6573'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6573'THE STATION IS LOCATED IN HILLSBOROUGH TOWNSHIP, ON THE WEST SIDE OF
 KV6573'LONGHILL ROAD, AT THE TEE JUNCTION WITH ZION ROAD.  TO REACH THE
 KV6573'STATION FROM THE JUNCTION OF AMWELL ROAD, COUNTY ROAD 514, AND RIVER
 KV6573'ROAD, COUNTY ROAD 567, AT THE NESHANIC CHURCH, IN NESHANIC, GO 2.3 KM
 KV6573'(1.43 MI) WEST ON ROUTE 514 TO THE TEE JUNCTION WITH LONGHILL ROAD,
 KV6573'TURN LEFT AND GO 3.12 KM (1.94 MI) SOUTH ON LONGHILL ROAD TO THE TEE
 KV6573'JUNCTION WITH ZION ROAD AND THE STATION ON THE RIGHT.  IT IS 5.5 M
 KV6573'(18.04 FT) WEST FROM THE LONGHILL ROAD CENTERLINE, 4.5 M (14.76 FT)
 KV6573'SOUTHEAST FROM THE WESTERN EXTENSION OF THE ZION ROAD CENTERLINE, 2.7
 KV6573'M (8.86 FT) SOUTHEAST FROM NJGS MONUMENT 27688, 10.3 M (33.79 FT)
 KV6573'SOUTHWEST FROM THE CENTER OF A MANHOLE IN LONGHILL ROAD, 13.7 M
 KV6573'(44.95 FT) NORTHWEST FROM THE CENTER OF A TYPE B INLET AND 11.2 M
 KV6573'(36.75 FT) SOUTHEAST FROM POLE BT 1987 HBT.  THE STATION IS FLUSH
 KV6573'WITH THE GROUND.  DESCRIPTION BY NJGS FAC,SRB.
 KV6573
 KV6573                          STATION RECOVERY (2001)
 KV6573
 KV6573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6573'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6574 ***********************************************************************
 KV6574  DESIGNATION -  SC 158
 KV6574  PID         -  KV6574
 KV6574  STATE/COUNTY-  NJ/SOMERSET
 KV6574  USGS QUAD   -  HOPEWELL (1977)
 KV6574
 KV6574                         *CURRENT SURVEY CONTROL
 KV6574  ___________________________________________________________________
 KV6574* NAD 83(1996)-  40 25 53.18796(N)    074 45 07.58474(W)     ADJUSTED  
 KV6574* NAVD 88     -       138.4    (meters)     454.     (feet)  GPS OBS   
 KV6574  ___________________________________________________________________
 KV6574  X           -   1,278,647.316 (meters)                     COMP
 KV6574  Y           -  -4,690,703.741 (meters)                     COMP
 KV6574  Z           -   4,114,635.915 (meters)                     COMP
 KV6574  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 KV6574  ELLIP HEIGHT-         104.81  (meters)          (10/23/02) GPS OBS
 KV6574  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KV6574
 KV6574  HORZ ORDER  -  FIRST
 KV6574  ELLP ORDER  -  FOURTH    CLASS I
 KV6574
 KV6574.The horizontal coordinates were established by GPS observations
 KV6574.and adjusted by the National Geodetic Survey in May 1999..
 KV6574
 KV6574.The orthometric height was determined by GPS observations and a
 KV6574.high-resolution geoid model.
 KV6574
 KV6574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6574
 KV6574.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6574
 KV6574.The ellipsoidal height was determined by GPS observations
 KV6574.and is referenced to NAD 83.
 KV6574
 KV6574.The geoid height was determined by GEOID03.
 KV6574
 KV6574;                    North         East     Units Scale Factor Converg.
 KV6574;SPC NJ       -   177,446.831   128,609.852   MT  0.99990563   -0 09 48.6
 KV6574;SPC NJ       -   582,173.48    421,947.49   sFT  0.99990563   -0 09 48.6
 KV6574;UTM  18      - 4,475,674.249   521,026.319   MT  0.99960544   +0 09 38.8
 KV6574
 KV6574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6574!SPC NJ       -   0.99998356  x   0.99990563  =   0.99988919
 KV6574!UTM  18      -   0.99998356  x   0.99960544  =   0.99958901
 KV6574
 KV6574:                Primary Azimuth Mark                     Grid Az
 KV6574:SPC NJ       -  SC 159                                   156 59 53.5
 KV6574:UTM  18      -  SC 159                                   156 40 26.1
 KV6574
 KV6574|---------------------------------------------------------------------|
 KV6574| PID    Reference Object                     Distance      Geod. Az  |
 KV6574|                                                           dddmmss.s |
 KV6574| KV6575 SC 159                              APPROX. 0.5 KM 1565004.9 |
 KV6574|---------------------------------------------------------------------|
 KV6574
 KV6574                          SUPERSEDED SURVEY CONTROL
 KV6574
 KV6574  ELLIP H (05/14/99)  104.83   (m)                       GP(       ) 4 1
 KV6574  NAD 83(1986)-  40 25 53.18743(N)    074 45 07.58694(W) AD(       ) 1
 KV6574  NAD 83(1986)-  40 25 53.18767(N)    074 45 07.58673(W) AD(       ) 2
 KV6574  NGVD 29 (10/04/91)  138.6    (m)          455.     (f) GPS OBS        
 KV6574
 KV6574.Superseded values are not recommended for survey control.
 KV6574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6574.See file dsdata.txt to determine how the superseded data were derived.
 KV6574
 KV6574_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2102675674(NAD 83)
 KV6574_MARKER: DD = SURVEY DISK
 KV6574_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV6574_SP_SET: CONCRETE HEADWALL
 KV6574_STAMPING: 158
 KV6574_MARK LOGO: NJ-035
 KV6574_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6574+STABILITY: SURFACE MOTION
 KV6574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6574+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1993
 KV6574
 KV6574  HISTORY     - Date     Condition        Report By
 KV6574  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6574  HISTORY     - 19930419 GOOD             NJGS
 KV6574
 KV6574                          STATION DESCRIPTION
 KV6574
 KV6574'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6574'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF EAST AMWELL TOWNSHIP
 KV6574', ON THE WEST SIDE OF SPRINGHILL ROAD, THE HUNTERDON AND SOMERSET
 KV6574'COUNTY LINE.  TO REACH THE STATION FROM THE JUNCTION OF THE
 KV6574'GEORGETOWN AND FRANKLIN TURNPIKE, COUNTY ROAD 518, AND GREAT ROAD,
 KV6574'COUNTY ROAD 601, AT THE U.S. POST OFFICE IN BLAWENBURG, IN MONTGOMERY
 KV6574'TOWNSHIP, SOMERSET COUNTY, GO  2.53 KM (1.57 MI) WEST ON ROUTE 518 TO
 KV6574'ITS TEE JUNCTION WITH SPRING HILL ROAD, TURN RIGHT AND GO 4.4 KM
 KV6574'(2.73 MI) NORTH NORTHWEST ON SPRING HILL ROAD TO A PRIVATE ROAD AND
 KV6574'THE STATION ON THE LEFT, OPPOSITE HOUSE NUMBER 598.  THE STATION IS
 KV6574'5.0 M (16.40 FT) SOUTHWEST FROM THE SPRINGHILL ROAD CENTERLINE, 10.0
 KV6574'M (32.81 FT) NORTH NORTHWEST FROM THE CENTERLINE OF A PRIVATE ROAD
 KV6574'LEADING WEST AND 15.5 M (50.85 FT) NORTH FROM POLE 60038 EA.  THE
 KV6574'STATION IS FLUSH WITH THE TOP OF THE HEADWALL.  DESCRIPTION BY NJGS
 KV6574'FAC,SRB.
 KV6574
 KV6574                          STATION RECOVERY (1993)
 KV6574
 KV6574'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6575 ***********************************************************************
 KV6575  DESIGNATION -  SC 159
 KV6575  PID         -  KV6575
 KV6575  STATE/COUNTY-  NJ/SOMERSET
 KV6575  USGS QUAD   -  HOPEWELL (1977)
 KV6575
 KV6575                         *CURRENT SURVEY CONTROL
 KV6575  ___________________________________________________________________
 KV6575* NAD 83(1996)-  40 25 36.84443(N)    074 44 58.43395(W)     ADJUSTED  
 KV6575* NAVD 88     -       132.1    (meters)     433.     (feet)  GPS OBS   
 KV6575  ___________________________________________________________________
 KV6575  X           -   1,278,940.160 (meters)                     COMP
 KV6575  Y           -  -4,690,957.845 (meters)                     COMP
 KV6575  Z           -   4,114,248.121 (meters)                     COMP
 KV6575  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 KV6575  ELLIP HEIGHT-          98.57  (meters)          (10/23/02) GPS OBS
 KV6575  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KV6575
 KV6575  HORZ ORDER  -  FIRST
 KV6575  ELLP ORDER  -  FOURTH    CLASS I
 KV6575
 KV6575.The horizontal coordinates were established by GPS observations
 KV6575.and adjusted by the National Geodetic Survey in May 1999..
 KV6575
 KV6575.The orthometric height was determined by GPS observations and a
 KV6575.high-resolution geoid model.
 KV6575
 KV6575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6575
 KV6575.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6575
 KV6575.The ellipsoidal height was determined by GPS observations
 KV6575.and is referenced to NAD 83.
 KV6575
 KV6575.The geoid height was determined by GEOID03.
 KV6575
 KV6575;                    North         East     Units Scale Factor Converg.
 KV6575;SPC NJ       -   176,942.149   128,824.096   MT  0.99990552   -0 09 42.6
 KV6575;SPC NJ       -   580,517.70    422,650.39   sFT  0.99990552   -0 09 42.6
 KV6575;UTM  18      - 4,475,170.938   521,243.351   MT  0.99960555   +0 09 44.6
 KV6575
 KV6575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6575!SPC NJ       -   0.99998454  x   0.99990552  =   0.99989006
 KV6575!UTM  18      -   0.99998454  x   0.99960555  =   0.99959009
 KV6575
 KV6575:                Primary Azimuth Mark                     Grid Az
 KV6575:SPC NJ       -  SC 158                                   336 59 53.4
 KV6575:UTM  18      -  SC 158                                   336 40 26.2
 KV6575
 KV6575|---------------------------------------------------------------------|
 KV6575| PID    Reference Object                     Distance      Geod. Az  |
 KV6575|                                                           dddmmss.s |
 KV6575| KV6574 SC 158                              APPROX. 0.5 KM 3365010.8 |
 KV6575|---------------------------------------------------------------------|
 KV6575
 KV6575                          SUPERSEDED SURVEY CONTROL
 KV6575
 KV6575  ELLIP H (05/14/99)   98.58   (m)                       GP(       ) 4 1
 KV6575  NAD 83(1986)-  40 25 36.84364(N)    074 44 58.43591(W) AD(       ) 1
 KV6575  NAD 83(1986)-  40 25 36.84414(N)    074 44 58.43603(W) AD(       ) 2
 KV6575  NGVD 29 (10/04/91)  132.4    (m)          434.     (f) GPS OBS        
 KV6575
 KV6575.Superseded values are not recommended for survey control.
 KV6575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6575.See file dsdata.txt to determine how the superseded data were derived.
 KV6575
 KV6575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2124375171(NAD 83)
 KV6575_MARKER: DD = SURVEY DISK
 KV6575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6575_SP_SET: CONCRETE POST
 KV6575_STAMPING: 159
 KV6575_MARK LOGO: NJ-035
 KV6575_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6575+STABILITY: SURFACE MOTION
 KV6575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6575+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1993
 KV6575
 KV6575  HISTORY     - Date     Condition        Report By
 KV6575  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6575  HISTORY     - 19930420 GOOD             NJGS
 KV6575
 KV6575                          STATION DESCRIPTION
 KV6575
 KV6575'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6575'THE STATION IS LOCATED IN MONTGOMERY TOWNSHIP, ON THE EAST SIDE OF
 KV6575'SPRINGHILL ROAD, NEAR THE HUNTERDON, SOMERSET AND MERCER COUNTY LINE
 KV6575'JUNCTION.  TO REACH THE STATION FROM THE JUNCTION OF THE GEORGETOWN
 KV6575'AND FRANKLIN TURNPIKE, COUNTY ROAD 518, AND GREAT ROAD, COUNTY ROAD
 KV6575'601, AT THE U.S.POST OFFICE, IN BLAWENBURG, GO 2.53 KM (1.57 MI) WEST
 KV6575'ON ROUTE 518 TO ITS TEE JUNCTION WITH SPRINGHILL ROAD, TURN RIGHT AND
 KV6575'GO 3.8 KM (2.36 MI) TO HOUSE NUMBER 487 AND THE STATION ON THE RIGHT.
 KV6575'IT IS 3.8 M (12.47 FT) EAST FROM THE SPRINGHILL ROAD CENTERLINE, 7.5
 KV6575'M (24.61 FT) SOUTH SOUTHEAST FROM THE CENTERLINE OF THE SOUTH
 KV6575'ENTRANCE OF THE CRESCENT DRIVE TO HOUSE NUMBER 487 AND 15.5 M
 KV6575'(50.85 FT) NORTHEAST FROM POLE 60079 EA.  THE STATION IS FLUSH WITH
 KV6575'THE LAWN AT THE EDGE OF THE ROAD.  DESCRIPTION BY NJGS FAC,SRB.
 KV6575
 KV6575                          STATION RECOVERY (1993)
 KV6575
 KV6575'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6576 ***********************************************************************
 KV6576  DESIGNATION -  SC 160
 KV6576  PID         -  KV6576
 KV6576  STATE/COUNTY-  NJ/SOMERSET
 KV6576  USGS QUAD   -  RARITAN (1981)
 KV6576
 KV6576                         *CURRENT SURVEY CONTROL
 KV6576  ___________________________________________________________________
 KV6576* NAD 83(1996)-  40 31 31.62737(N)    074 41 12.93011(W)     ADJUSTED  
 KV6576* NAVD 88     -        46.3    (meters)     152.     (feet)  VERTCON   
 KV6576  ___________________________________________________________________
 KV6576  X           -   1,282,174.596 (meters)                     COMP
 KV6576  Y           -  -4,682,642.274 (meters)                     COMP
 KV6576  Z           -   4,122,516.935 (meters)                     COMP
 KV6576  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 KV6576  ELLIP HEIGHT-          12.79  (meters)          (10/23/02) GPS OBS
 KV6576  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KV6576
 KV6576  HORZ ORDER  -  SECOND
 KV6576  ELLP ORDER  -  FOURTH    CLASS I
 KV6576
 KV6576.The horizontal coordinates were established by GPS observations
 KV6576.and adjusted by the National Geodetic Survey in May 1999..
 KV6576
 KV6576.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6576
 KV6576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6576
 KV6576.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6576
 KV6576.The ellipsoidal height was determined by GPS observations
 KV6576.and is referenced to NAD 83.
 KV6576
 KV6576.The geoid height was determined by GEOID03.
 KV6576
 KV6576;                    North         East     Units Scale Factor Converg.
 KV6576;SPC NJ       -   187,871.391   134,162.353   MT  0.99990309   -0 07 17.3
 KV6576;SPC NJ       -   616,374.72    440,164.32   sFT  0.99990309   -0 07 17.3
 KV6576;UTM  18      - 4,486,126.988   526,518.042   MT  0.99960866   +0 12 12.4
 KV6576
 KV6576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6576!SPC NJ       -   0.99999799  x   0.99990309  =   0.99990108
 KV6576!UTM  18      -   0.99999799  x   0.99960866  =   0.99960665
 KV6576
 KV6576:                Primary Azimuth Mark                     Grid Az
 KV6576:SPC NJ       -  SC 161                                   148 38 04.2
 KV6576:UTM  18      -  SC 161                                   148 18 34.5
 KV6576
 KV6576|---------------------------------------------------------------------|
 KV6576| PID    Reference Object                     Distance      Geod. Az  |
 KV6576|                                                           dddmmss.s |
 KV6576| KV6577 SC 161                              447.842 METERS 1483046.9 |
 KV6576|---------------------------------------------------------------------|
 KV6576
 KV6576                          SUPERSEDED SURVEY CONTROL
 KV6576
 KV6576  ELLIP H (05/14/99)   12.80   (m)                       GP(       ) 4 1
 KV6576  NAD 83(1986)-  40 31 31.62714(N)    074 41 12.93232(W) AD(       ) 2
 KV6576  NGVD 29 (10/04/91)   46.5    (m)          153.     (f) GPS OBS        
 KV6576
 KV6576.Superseded values are not recommended for survey control.
 KV6576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6576.See file dsdata.txt to determine how the superseded data were derived.
 KV6576
 KV6576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2651886127(NAD 83)
 KV6576_MARKER: DD = SURVEY DISK
 KV6576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6576_SP_SET: CONCRETE POST
 KV6576_STAMPING: 160
 KV6576_MARK LOGO: NJ-035
 KV6576_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6576+STABILITY: SURFACE MOTION
 KV6576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6576+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6576
 KV6576  HISTORY     - Date     Condition        Report By
 KV6576  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6576  HISTORY     - 20010331 GOOD             NGS
 KV6576  HISTORY     - 20031122 GOOD             USPSQD
 KV6576
 KV6576                          STATION DESCRIPTION
 KV6576
 KV6576'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6576'THE STATION IS LOCATED IN HILLSBOURGH TOWNSHIP ON THE NORTHEAST SIDE
 KV6576'OF SOUTH BRANCH ROAD, COUNTY ROAD 625, IN FLAGTOWN.  TO REACH THE
 KV6576'STATION FROM THE U.S. POST OFFICE IN FLAGTOWN, AT THE JUNCTION OF
 KV6576'SOUTH BRANCH ROAD AND NEW CENTER ROAD, COUNTY ROAD 627, GO 0.48 KM
 KV6576'(0.30 MI) NORTHWEST ON ROUTE 567 TO NINTH STREET AND THE STATION ON
 KV6576'THE RIGHT.  IT IS 21.0 M (68.90 FT) SOUTHEAST OF THE EXTENDED
 KV6576'CENTERLINE OF NINTH STREET, 5.6 M (18.37 FT) NORTHEAST OF THE ROUTE
 KV6576'625 CENTERLINE, 33.8 M (110.89 FT) NORTH OF POLE 60173 HBT AND 32.3 M
 KV6576'(105.97 FT) NORTH NORTHWEST OF GUY POLE 60442 HBT.  THE STATION IS
 KV6576'FLUSH WITH THE GROUND.  DESCRIPTION BY NJGS SRB.
 KV6576
 KV6576                          STATION RECOVERY (2001)
 KV6576
 KV6576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6576'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV6576
 KV6576                          STATION RECOVERY (2003)
 KV6576
 KV6576'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV6576'GPS READS WITH 6 STRONG SATELLITES
 KV6576'40 31.528 (N)
 KV6576'74 41.215 (W)
 KV6576'NOTE LONGITUDE CHANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6577 ***********************************************************************
 KV6577  DESIGNATION -  SC 161
 KV6577  PID         -  KV6577
 KV6577  STATE/COUNTY-  NJ/SOMERSET
 KV6577  USGS QUAD   -  RARITAN (1981)
 KV6577
 KV6577                         *CURRENT SURVEY CONTROL
 KV6577  ___________________________________________________________________
 KV6577* NAD 83(1996)-  40 31 19.24624(N)    074 41 02.99294(W)     ADJUSTED  
 KV6577* NAVD 88     -        40.2    (meters)     132.     (feet)  VERTCON   
 KV6577  ___________________________________________________________________
 KV6577  X           -   1,282,464.524 (meters)                     COMP
 KV6577  Y           -  -4,682,815.412 (meters)                     COMP
 KV6577  Z           -   4,122,222.716 (meters)                     COMP
 KV6577  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 KV6577  ELLIP HEIGHT-           6.76  (meters)          (10/23/02) GPS OBS
 KV6577  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KV6577
 KV6577  HORZ ORDER  -  SECOND
 KV6577  ELLP ORDER  -  FOURTH    CLASS I
 KV6577
 KV6577.The horizontal coordinates were established by GPS observations
 KV6577.and adjusted by the National Geodetic Survey in May 1999..
 KV6577
 KV6577.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6577
 KV6577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6577
 KV6577.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6577
 KV6577.The ellipsoidal height was determined by GPS observations
 KV6577.and is referenced to NAD 83.
 KV6577
 KV6577.The geoid height was determined by GEOID03.
 KV6577
 KV6577;                    North         East     Units Scale Factor Converg.
 KV6577;SPC NJ       -   187,489.032   134,395.430   MT  0.99990300   -0 07 10.8
 KV6577;SPC NJ       -   615,120.27    440,929.01   sFT  0.99990300   -0 07 10.8
 KV6577;UTM  18      - 4,485,746.069   526,753.214   MT  0.99960881   +0 12 18.8
 KV6577
 KV6577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6577!SPC NJ       -   0.99999894  x   0.99990300  =   0.99990194
 KV6577!UTM  18      -   0.99999894  x   0.99960881  =   0.99960775
 KV6577
 KV6577:                Primary Azimuth Mark                     Grid Az
 KV6577:SPC NJ       -  SC 160                                   328 38 04.2
 KV6577:UTM  18      -  SC 160                                   328 18 34.6
 KV6577
 KV6577|---------------------------------------------------------------------|
 KV6577| PID    Reference Object                     Distance      Geod. Az  |
 KV6577|                                                           dddmmss.s |
 KV6577| KV6576 SC 160                              447.842 METERS 3283053.4 |
 KV6577|---------------------------------------------------------------------|
 KV6577
 KV6577                          SUPERSEDED SURVEY CONTROL
 KV6577
 KV6577  ELLIP H (05/14/99)    6.77   (m)                       GP(       ) 4 1
 KV6577  NAD 83(1986)-  40 31 19.24600(N)    074 41 02.99515(W) AD(       ) 2
 KV6577  NGVD 29 (10/04/91)   40.5    (m)          133.     (f) GPS OBS        
 KV6577
 KV6577.Superseded values are not recommended for survey control.
 KV6577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6577.See file dsdata.txt to determine how the superseded data were derived.
 KV6577
 KV6577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2675385746(NAD 83)
 KV6577_MARKER: DD = SURVEY DISK
 KV6577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6577_SP_SET: CONCRETE POST
 KV6577_STAMPING: 161
 KV6577_MARK LOGO: NJ-035
 KV6577_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6577+STABILITY: SURFACE MOTION
 KV6577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6577+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1990
 KV6577
 KV6577  HISTORY     - Date     Condition        Report By
 KV6577  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6577  HISTORY     - 19900213 GOOD
 KV6577  HISTORY     - 20010331 GOOD             NGS
 KV6577  HISTORY     - 20031122 GOOD             USPSQD
 KV6577
 KV6577                          STATION DESCRIPTION
 KV6577
 KV6577'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6577'THE STATION IS LOCATED IN HILLSBOROUGH TOWNSHIP ON THE SOUTHWEST SIDE
 KV6577'OF SOUTH BRANCH ROAD, COUNTY ROAD 625, IN FLAGTOWN, IN THE LAWN OF
 KV6577'HOUSE NUMBER 304, JUST NORTHWEST ON ROUTE 625 FROM THE JUNCTION OF
 KV6577'COUNTY ROAD 625 AND THE END OF COUNTY ROAD 627, NEW CENTER ROAD.  THE
 KV6577'STATION IS 32.4 M (106.30 FT) NORTHWEST FROM THE CENTER OF THE
 KV6577'ENTRANCE TO THE U.S.POST OFFICE AT NUMBER 303 SOUTH BRANCH ROAD, 6.0
 KV6577'M (19.68 FT) SOUTHWEST FROM THE ROUTE 625 CENTERLINE, 22.5 M
 KV6577'(73.82 FT) NORTH NORTHWEST FROM THE CENTERLINE OF THE DRIVEWAY TO
 KV6577'HOUSE NUMBER 304 AND 25.2 M (82.68 FT) EAST FROM THE NORTHEAST CORNER
 KV6577'OF HOUSE NUMBER 304.  THE STATION IS 0.05 M (0.16 FT) BELOW THE
 KV6577'GROUND. DESCRIPTION BY NJGS SRB.
 KV6577
 KV6577                          STATION RECOVERY (1990)
 KV6577
 KV6577'RECOVERED 1990
 KV6577'RECOVERED IN GOOD CONDITION.
 KV6577
 KV6577                          STATION RECOVERY (2001)
 KV6577
 KV6577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6577'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV6577
 KV6577                          STATION RECOVERY (2003)
 KV6577
 KV6577'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV6577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6578 ***********************************************************************
 KV6578  DESIGNATION -  SC 162
 KV6578  PID         -  KV6578
 KV6578  STATE/COUNTY-  NJ/SOMERSET
 KV6578  USGS QUAD   -  ROCKY HILL (1970)
 KV6578
 KV6578                         *CURRENT SURVEY CONTROL
 KV6578  ___________________________________________________________________
 KV6578* NAD 83(1996)-  40 26 08.03029(N)    074 41 45.32036(W)     ADJUSTED  
 KV6578* NAVD 88     -        36.1    (meters)     118.     (feet)  VERTCON   
 KV6578  ___________________________________________________________________
 KV6578  X           -   1,283,147.533 (meters)                     COMP
 KV6578  Y           -  -4,689,086.231 (meters)                     COMP
 KV6578  Z           -   4,114,918.124 (meters)                     COMP
 KV6578  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 KV6578  ELLIP HEIGHT-           2.64  (meters)          (10/23/02) GPS OBS
 KV6578  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 KV6578
 KV6578  HORZ ORDER  -  SECOND
 KV6578  ELLP ORDER  -  FOURTH    CLASS I
 KV6578
 KV6578.The horizontal coordinates were established by GPS observations
 KV6578.and adjusted by the National Geodetic Survey in May 1999..
 KV6578
 KV6578.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6578
 KV6578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6578
 KV6578.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6578
 KV6578.The ellipsoidal height was determined by GPS observations
 KV6578.and is referenced to NAD 83.
 KV6578
 KV6578.The geoid height was determined by GEOID03.
 KV6578
 KV6578;                    North         East     Units Scale Factor Converg.
 KV6578;SPC NJ       -   177,892.514   133,377.880   MT  0.99990340   -0 07 37.5
 KV6578;SPC NJ       -   583,635.69    437,590.59   sFT  0.99990340   -0 07 37.5
 KV6578;UTM  18      - 4,476,146.770   525,790.330   MT  0.99960819   +0 11 50.0
 KV6578
 KV6578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6578!SPC NJ       -   0.99999959  x   0.99990340  =   0.99990299
 KV6578!UTM  18      -   0.99999959  x   0.99960819  =   0.99960778
 KV6578
 KV6578                          SUPERSEDED SURVEY CONTROL
 KV6578
 KV6578  ELLIP H (05/14/99)    2.66   (m)                       GP(       ) 4 1
 KV6578  NAD 83(1986)-  40 26 08.02939(N)    074 41 45.32207(W) AD(       ) 2
 KV6578  NGVD 29 (10/04/91)   36.4    (m)          119.     (f) GPS OBS        
 KV6578
 KV6578.Superseded values are not recommended for survey control.
 KV6578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6578.See file dsdata.txt to determine how the superseded data were derived.
 KV6578
 KV6578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2579076147(NAD 83)
 KV6578_MARKER: DD = SURVEY DISK
 KV6578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6578_SP_SET: CONCRETE POST
 KV6578_STAMPING: 162
 KV6578_MARK LOGO: NJ-035
 KV6578_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6578+STABILITY: SURFACE MOTION
 KV6578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6578+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1990
 KV6578
 KV6578  HISTORY     - Date     Condition        Report By
 KV6578  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6578  HISTORY     - 19900215 GOOD
 KV6578  HISTORY     - 20010331 GOOD             NGS
 KV6578
 KV6578                          STATION DESCRIPTION
 KV6578
 KV6578'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6578'THE STATION IS LOCATED IN MONTGOMERY TOWNSHIP, AT THE CONRAIL GRADE
 KV6578'CROSSING OF BELLE MEAD BLAWENBURG ROAD, COUNTY ROAD 601.  TO REACH
 KV6578'THE STATION FROM THE U.S. HIGHWAY 206 BRIDGE OVER THE CONRAIL
 KV6578'RAILROAD, FORMERLY READING RAILROAD, IN BELLE MEADE, GO 2.1 KM
 KV6578'(1.30 MI) SOUTH ON ROUTE 206 TO DUTCHTOWN HARLINGEN ROAD, COUNTY ROAD
 KV6578'604, TURN RIGHT, GO 2.6 KM (1.62 MI) WEST ON ROUTE 604 TO THE TEE
 KV6578'JUNCTION WITH ROUTE 601, TURN LEFT AND GO 1.52 KM (0.94 MI) SOUTHWEST
 KV6578'ON ROUTE 601 TO THE GRADE CROSSING AND THE STATION ON THE LEFT. IT IS
 KV6578'5.3 M (17.39 FT) SOUTHEAST FROM THE ROUTE 601 CENTERLINE, 3.7 M
 KV6578'(12.14 FT) NORTHWEST FROM THE CENTERLINE OF THE TRACKS, 28.5 M
 KV6578'(93.50 FT) EAST FROM THE JUNCTION OF CENTERLINES OF THE RAILROAD AND
 KV6578'ROUTE 601 AND 17.0 M (55.77 FT) NORTH NORTHWEST FROM A PUBLIC SERVICE
 KV6578'GAS PIPELINE MARKER. THE STATION IS 0.03 M (0.10 FT) BELOW THE LEVEL
 KV6578'OF THE ROAD AND FLUSH WITH THE GROUND.  DESCRIPTION BY NJGS FAC SRB.
 KV6578
 KV6578                          STATION RECOVERY (1990)
 KV6578
 KV6578'RECOVERED 1990
 KV6578'RECOVERED IN GOOD CONDITION.
 KV6578
 KV6578                          STATION RECOVERY (2001)
 KV6578
 KV6578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6578'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6579 ***********************************************************************
 KV6579  DESIGNATION -  SC 163
 KV6579  PID         -  KV6579
 KV6579  STATE/COUNTY-  NJ/SOMERSET
 KV6579  USGS QUAD   -  ROCKY HILL (1970)
 KV6579
 KV6579                         *CURRENT SURVEY CONTROL
 KV6579  ___________________________________________________________________
 KV6579* NAD 83(1996)-  40 26 55.78054(N)    074 40 55.04000(W)     ADJUSTED  
 KV6579* NAVD 88     -        40.6    (meters)     133.     (feet)  VERTCON   
 KV6579  ___________________________________________________________________
 KV6579  X           -   1,284,039.038 (meters)                     COMP
 KV6579  Y           -  -4,687,855.125 (meters)                     COMP
 KV6579  Z           -   4,116,041.989 (meters)                     COMP
 KV6579  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 KV6579  ELLIP HEIGHT-           7.14  (meters)          (10/23/02) GPS OBS
 KV6579  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KV6579
 KV6579  HORZ ORDER  -  SECOND
 KV6579  ELLP ORDER  -  FOURTH    CLASS I
 KV6579
 KV6579.The horizontal coordinates were established by GPS observations
 KV6579.and adjusted by the National Geodetic Survey in May 1999..
 KV6579
 KV6579.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6579
 KV6579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6579
 KV6579.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6579
 KV6579.The ellipsoidal height was determined by GPS observations
 KV6579.and is referenced to NAD 83.
 KV6579
 KV6579.The geoid height was determined by GEOID03.
 KV6579
 KV6579;                    North         East     Units Scale Factor Converg.
 KV6579;SPC NJ       -   179,362.705   134,565.860   MT  0.99990293   -0 07 05.0
 KV6579;SPC NJ       -   588,459.14    441,488.16   sFT  0.99990293   -0 07 05.0
 KV6579;UTM  18      - 4,477,623.228   526,969.621   MT  0.99960895   +0 12 22.8
 KV6579
 KV6579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6579!SPC NJ       -   0.99999888  x   0.99990293  =   0.99990181
 KV6579!UTM  18      -   0.99999888  x   0.99960895  =   0.99960783
 KV6579
 KV6579                          SUPERSEDED SURVEY CONTROL
 KV6579
 KV6579  ELLIP H (05/14/99)    7.15   (m)                       GP(       ) 4 1
 KV6579  NAD 83(1986)-  40 26 55.77970(N)    074 40 55.04169(W) AD(       ) 2
 KV6579  NGVD 29 (10/04/91)   40.9    (m)          134.     (f) GPS OBS        
 KV6579
 KV6579.Superseded values are not recommended for survey control.
 KV6579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6579.See file dsdata.txt to determine how the superseded data were derived.
 KV6579
 KV6579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2697077623(NAD 83)
 KV6579_MARKER: DD = SURVEY DISK
 KV6579_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV6579_SP_SET: WING WALL OF BRIDGE OVER R.R.
 KV6579_STAMPING: 163
 KV6579_MARK LOGO: NJ-035
 KV6579_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6579+STABILITY: SURFACE MOTION
 KV6579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6579+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1990
 KV6579
 KV6579  HISTORY     - Date     Condition        Report By
 KV6579  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6579  HISTORY     - 19900215 GOOD
 KV6579  HISTORY     - 20010331 GOOD             NGS
 KV6579
 KV6579                          STATION DESCRIPTION
 KV6579
 KV6579'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6579'THE STATION IS LOCATED IN MONTGOMERY TOWNSHIP, ON THE NORTH SIDE OF
 KV6579'DUTCHTOWN HARLINGEN ROAD.  TO REACH THE STATION FROM THE U.S.HIGHWAY
 KV6579'206 BRIDGE OVER THE READING RAILROAD, CONRAIL, IN BELLE MEADE, GO 2.1
 KV6579'KM (1.30 MI) SOUTH ON ROUTE 206 TO DUTCHTOWN HARLINGEN ROAD ON THE
 KV6579'RIGHT AND THE HARLINGEN REFORMED CHURCH.  TURN RIGHT AND GO 1.8 KM
 KV6579'(1.12 MI) SOUTHEAST TO THE WEST SIDE OF THE CONRAIL BRIDGE OVER THE
 KV6579'RAILWAY AND THE STATION ON THE RIGHT, ATOP THE DILAPIDATED NORTHWEST
 KV6579'WINGWALL.  THE STATION IS 1.5 M (4.92 FT) EAST FROM THE WEST END OF
 KV6579'THE WINGWALL, 0.3 M (0.98 FT) NORTH FROM THE FACE OF A STEEL BEAM
 KV6579'GUIDE RAIL SET IN THE WING WALL, 1.3 M (4.27 FT) SOUTHWEST FROM POLE
 KV6579'PS 1469MT/E1840 AND 4.0 M (13.12 FT) NORTH FROM THE CENTERLINE OF THE
 KV6579'ROAD.  THE STATION IS FLUSH WITH THE CONCRETE.  DESCRIPTION BY NJGS
 KV6579'FAC SRB.
 KV6579
 KV6579                          STATION RECOVERY (1990)
 KV6579
 KV6579'RECOVERED 1990
 KV6579'RECOVERED IN GOOD CONDITION.
 KV6579
 KV6579                          STATION RECOVERY (2001)
 KV6579
 KV6579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6579'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6580 ***********************************************************************
 KV6580  DESIGNATION -  SC 164
 KV6580  PID         -  KV6580
 KV6580  STATE/COUNTY-  NJ/SOMERSET
 KV6580  USGS QUAD   -  RARITAN (1981)
 KV6580
 KV6580                         *CURRENT SURVEY CONTROL
 KV6580  ___________________________________________________________________
 KV6580* NAD 83(1996)-  40 31 02.65837(N)    074 44 00.40162(W)     ADJUSTED  
 KV6580* NAVD 88     -        23.4    (meters)      77.     (feet)  VERTCON   
 KV6580  ___________________________________________________________________
 KV6580  X           -   1,278,520.501 (meters)                     COMP
 KV6580  Y           -  -4,684,225.031 (meters)                     COMP
 KV6580  Z           -   4,121,822.771 (meters)                     COMP
 KV6580  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 KV6580  ELLIP HEIGHT-         -10.15  (meters)          (10/23/02) GPS OBS
 KV6580  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KV6580
 KV6580  HORZ ORDER  -  SECOND
 KV6580  ELLP ORDER  -  FOURTH    CLASS I
 KV6580
 KV6580.The horizontal coordinates were established by GPS observations
 KV6580.and adjusted by the National Geodetic Survey in May 1999..
 KV6580
 KV6580.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6580
 KV6580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6580
 KV6580.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6580
 KV6580.The ellipsoidal height was determined by GPS observations
 KV6580.and is referenced to NAD 83.
 KV6580
 KV6580.The geoid height was determined by GEOID03.
 KV6580
 KV6580;                    North         East     Units Scale Factor Converg.
 KV6580;SPC NJ       -   186,987.305   130,218.483   MT  0.99990482   -0 09 06.0
 KV6580;SPC NJ       -   613,474.18    427,225.14   sFT  0.99990482   -0 09 06.0
 KV6580;UTM  18      - 4,485,220.823   522,580.417   MT  0.99960628   +0 10 23.4
 KV6580
 KV6580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6580!SPC NJ       -   1.00000159  x   0.99990482  =   0.99990641
 KV6580!UTM  18      -   1.00000159  x   0.99960628  =   0.99960787
 KV6580
 KV6580:                Primary Azimuth Mark                     Grid Az
 KV6580:SPC NJ       -  SC 165                                   120 33 29.4
 KV6580:UTM  18      -  SC 165                                   120 14 00.0
 KV6580
 KV6580|---------------------------------------------------------------------|
 KV6580| PID    Reference Object                     Distance      Geod. Az  |
 KV6580|                                                           dddmmss.s |
 KV6580| KV6581 SC 165                              418.209 METERS 1202423.4 |
 KV6580|---------------------------------------------------------------------|
 KV6580
 KV6580                          SUPERSEDED SURVEY CONTROL
 KV6580
 KV6580  ELLIP H (05/14/99)  -10.14   (m)                       GP(       ) 4 1
 KV6580  NAD 83(1986)-  40 31 02.65818(N)    074 44 00.40354(W) AD(       ) 2
 KV6580  NGVD 29 (10/04/91)   23.7    (m)           78.     (f) GPS OBS        
 KV6580
 KV6580.Superseded values are not recommended for survey control.
 KV6580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6580.See file dsdata.txt to determine how the superseded data were derived.
 KV6580
 KV6580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2258085221(NAD 83)
 KV6580_MARKER: DD = SURVEY DISK
 KV6580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6580_SP_SET: CONCRETE POST
 KV6580_STAMPING: 164
 KV6580_MARK LOGO: NJ-035
 KV6580_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6580+STABILITY: SURFACE MOTION
 KV6580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6580+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1990
 KV6580
 KV6580  HISTORY     - Date     Condition        Report By
 KV6580  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6580  HISTORY     - 19900213 GOOD
 KV6580  HISTORY     - 19981115 GOOD             USPSQD
 KV6580  HISTORY     - 20031122 GOOD             USPSQD
 KV6580
 KV6580                          STATION DESCRIPTION
 KV6580
 KV6580'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6580'THE STATION IS LOCATED IN BRANCHBURG TOWNSHIP, ON THE NORTHWEST CORNER
 KV6580'OF THE JUNCTION OF SOUTH BRANCH ROAD, COUNTY ROAD 567, AND PLEASANT
 KV6580'RUN ROAD, COUNTY ROAD 667, JUST NORTH OF NESHANIC STATION.  TO REACH
 KV6580'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 202 AND PLEASANT RUN
 KV6580'ROAD, COUNTY ROAD 629, AT CENTERVILLE, GO 3.68 KM (2.29 MI) SOUTHEAST
 KV6580'ON ROUTE 629 TO THE JUNCTION WITH ROUTE 567, GO 0.32 KM (0.20 MI)
 KV6580'SOUTH ON ROUTE 567 TO ITS JUNCTION WITH ROUTE 667 AND THE STATION ON
 KV6580'THE RIGHT.  IT IS 6.3 M (20.67 FT) SOUTH FROM THE CENTER OF AN INLET
 KV6580'ON ROUTE 567 SOUTH, 25.3 M (83.01 FT) NORTHEAST FROM THE CENTER OF AN
 KV6580'INLET ON ROUTE 667 SOUTH, 25.0 M (82.02 FT) NORTHWEST FROM THE CENTER
 KV6580'OF AN INLET ON ROUTE 667 NORTH, 17.2 M (56.43 FT) NORTHWEST FROM THE
 KV6580'JUNCTION OF THE CENTERLINES OF ROUTES 667 AND 567, 6.7 M (21.98 FT)
 KV6580'SOUTHEAST FROM THE CENTERLINE OF A CONCRETE DRAINAGE HEAD WALL AT THE
 KV6580'TOE OF THE SLOPE AND 1.0 M (3.28 FT) BEHIND THE STEEL BEAM GUIDE
 KV6580'RAIL.  THE STATION IS 0.1 M (0.33 FT) BELOW THE GROUND.  DESCRIPTION
 KV6580'BY NJGS SRB.
 KV6580
 KV6580                          STATION RECOVERY (1990)
 KV6580
 KV6580'RECOVERED 1990
 KV6580'RECOVERED IN GOOD CONDITION.
 KV6580
 KV6580                          STATION RECOVERY (1998)
 KV6580
 KV6580'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV6580'RECOVERED IN GOOD CONDITION.
 KV6580
 KV6580                          STATION RECOVERY (2003)
 KV6580
 KV6580'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV6580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6581 ***********************************************************************
 KV6581  DESIGNATION -  SC 165
 KV6581  PID         -  KV6581
 KV6581  STATE/COUNTY-  NJ/SOMERSET
 KV6581  USGS QUAD   -  RARITAN (1981)
 KV6581
 KV6581                         *CURRENT SURVEY CONTROL
 KV6581  ___________________________________________________________________
 KV6581* NAD 83(1996)-  40 30 55.79591(N)    074 43 45.08008(W)     ADJUSTED  
 KV6581* NAVD 88     -        27.3    (meters)      90.     (feet)  VERTCON   
 KV6581  ___________________________________________________________________
 KV6581  X           -   1,278,905.449 (meters)                     COMP
 KV6581  Y           -  -4,684,265.580 (meters)                     COMP
 KV6581  Z           -   4,121,664.390 (meters)                     COMP
 KV6581  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 KV6581  ELLIP HEIGHT-          -6.24  (meters)          (10/23/02) GPS OBS
 KV6581  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KV6581
 KV6581  HORZ ORDER  -  SECOND
 KV6581  ELLP ORDER  -  FOURTH    CLASS I
 KV6581
 KV6581.The horizontal coordinates were established by GPS observations
 KV6581.and adjusted by the National Geodetic Survey in May 1999..
 KV6581
 KV6581.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6581
 KV6581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6581
 KV6581.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6581
 KV6581.The ellipsoidal height was determined by GPS observations
 KV6581.and is referenced to NAD 83.
 KV6581
 KV6581.The geoid height was determined by GEOID03.
 KV6581
 KV6581;                    North         East     Units Scale Factor Converg.
 KV6581;SPC NJ       -   186,774.702   130,578.575   MT  0.99990464   -0 08 56.0
 KV6581;SPC NJ       -   612,776.67    428,406.54   sFT  0.99990464   -0 08 56.0
 KV6581;UTM  18      - 4,485,010.328   522,941.600   MT  0.99960648   +0 10 33.4
 KV6581
 KV6581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6581!SPC NJ       -   1.00000098  x   0.99990464  =   0.99990562
 KV6581!UTM  18      -   1.00000098  x   0.99960648  =   0.99960746
 KV6581
 KV6581:                Primary Azimuth Mark                     Grid Az
 KV6581:SPC NJ       -  SC 164                                   300 33 29.3
 KV6581:UTM  18      -  SC 164                                   300 13 59.9
 KV6581
 KV6581|---------------------------------------------------------------------|
 KV6581| PID    Reference Object                     Distance      Geod. Az  |
 KV6581|                                                           dddmmss.s |
 KV6581| KV6580 SC 164                              418.209 METERS 3002433.3 |
 KV6581|---------------------------------------------------------------------|
 KV6581
 KV6581                          SUPERSEDED SURVEY CONTROL
 KV6581
 KV6581  ELLIP H (05/14/99)   -6.23   (m)                       GP(       ) 4 1
 KV6581  NAD 83(1986)-  40 30 55.79572(N)    074 43 45.08202(W) AD(       ) 2
 KV6581  NGVD 29 (10/04/91)   27.6    (m)           91.     (f) GPS OBS        
 KV6581
 KV6581.Superseded values are not recommended for survey control.
 KV6581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6581.See file dsdata.txt to determine how the superseded data were derived.
 KV6581
 KV6581_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2294285010(NAD 83)
 KV6581_MARKER: DD = SURVEY DISK
 KV6581_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6581_SP_SET: CONCRETE SIDEWALK
 KV6581_STAMPING: 165
 KV6581_MARK LOGO: NJ-035
 KV6581_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6581+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6581
 KV6581  HISTORY     - Date     Condition        Report By
 KV6581  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6581  HISTORY     - 19981115 GOOD             USPSQD
 KV6581  HISTORY     - 20031122 GOOD             USPSQD
 KV6581
 KV6581                          STATION DESCRIPTION
 KV6581
 KV6581'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6581'THE STATION IS LOCATED IN HILLSBOROUGH TOWNSHIP, ON THE NORTHEAST SIDE
 KV6581'OF THE NEW COUNTY ROAD 567 BRIDGE OVER THE SOUTH BRANCH OF THE
 KV6581'RARITAN RIVER.  THE BRIDGE IS ABOUT 0.8 KM (0.50 MI) NORTH OF
 KV6581'NESHANIC STATION.  TO REACH THE STATION FROM THE JUNCTION OF AMWELL
 KV6581'ROAD, COUNTY ROAD 514, AND RIVER ROAD, COUNTY ROAD 567, AT THE
 KV6581'NESHANIC CHURCH, IN NESHANIC, GO 1.9 KM (1.18 MI) NORTHWEST ON ROUTE
 KV6581'567 TO THE BRIDGE AND THE STATION ON THE RIGHT.  THE STATION IS 5.1 M
 KV6581'(16.73 FT) NORTHEAST OF THE BRIDGE CENTERLINE, 0.24 M (0.79 FT)
 KV6581'NORTHWEST OF THE SECOND EXPANSION JOINT FROM THE SOUTHEAST END OF THE
 KV6581'BRIDGE, 0.85 M (2.79 FT) NORTHEAST OF THE CURBLINE AND 27.8 M
 KV6581'(91.21 FT) NORTHWEST OF THE SOUTH CORNER OF THE SIDEWALK AT THE
 KV6581'SOUTHEAST END OF THE BRIDGE.  THE STATION IS FLUSH IN THE SIDEWALK.
 KV6581'DESCRIPTION BY NJGS RJK.
 KV6581
 KV6581                          STATION RECOVERY (1998)
 KV6581
 KV6581'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV6581'RECOVERED IN GOOD CONDITION.
 KV6581
 KV6581                          STATION RECOVERY (2003)
 KV6581
 KV6581'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV6581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6582 ***********************************************************************
 KV6582  DESIGNATION -  SC 166
 KV6582  PID         -  KV6582
 KV6582  STATE/COUNTY-  NJ/SOMERSET
 KV6582  USGS QUAD   -  HOPEWELL (1977)
 KV6582
 KV6582                         *CURRENT SURVEY CONTROL
 KV6582  ___________________________________________________________________
 KV6582* NAD 83(1996)-  40 29 27.59180(N)    074 46 41.75602(W)     ADJUSTED  
 KV6582* NAVD 88     -        53.7    (meters)     176.     (feet)  GPS OBS   
 KV6582  ___________________________________________________________________
 KV6582  X           -   1,275,361.878 (meters)                     COMP
 KV6582  Y           -  -4,687,083.667 (meters)                     COMP
 KV6582  Z           -   4,119,612.704 (meters)                     COMP
 KV6582  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 KV6582  ELLIP HEIGHT-          20.03  (meters)          (10/23/02) GPS OBS
 KV6582  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KV6582
 KV6582  HORZ ORDER  -  FIRST
 KV6582  ELLP ORDER  -  FOURTH    CLASS I
 KV6582
 KV6582.The horizontal coordinates were established by GPS observations
 KV6582.and adjusted by the National Geodetic Survey in May 1999..
 KV6582
 KV6582.The orthometric height was determined by GPS observations and a
 KV6582.high-resolution geoid model.
 KV6582
 KV6582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6582
 KV6582.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6582
 KV6582.The ellipsoidal height was determined by GPS observations
 KV6582.and is referenced to NAD 83.
 KV6582
 KV6582.The geoid height was determined by GEOID03.
 KV6582
 KV6582;                    North         East     Units Scale Factor Converg.
 KV6582;SPC NJ       -   184,066.221   126,411.242   MT  0.99990685   -0 10 50.5
 KV6582;SPC NJ       -   603,890.59    414,734.22   sFT  0.99990685   -0 10 50.5
 KV6582;UTM  18      - 4,482,279.091   518,790.933   MT  0.99960435   +0 08 38.3
 KV6582
 KV6582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6582!SPC NJ       -   0.99999686  x   0.99990685  =   0.99990371
 KV6582!UTM  18      -   0.99999686  x   0.99960435  =   0.99960121
 KV6582
 KV6582:                Primary Azimuth Mark                     Grid Az
 KV6582:SPC NJ       -  SC 167                                   225 08 37.8
 KV6582:UTM  18      -  SC 167                                   224 49 09.0
 KV6582
 KV6582|---------------------------------------------------------------------|
 KV6582| PID    Reference Object                     Distance      Geod. Az  |
 KV6582|                                                           dddmmss.s |
 KV6582| KV6583 SC 167                              APPROX. 0.6 KM 2245747.3 |
 KV6582|---------------------------------------------------------------------|
 KV6582
 KV6582                          SUPERSEDED SURVEY CONTROL
 KV6582
 KV6582  ELLIP H (05/14/99)   20.05   (m)                       GP(       ) 4 1
 KV6582  NAD 83(1986)-  40 29 27.59194(N)    074 46 41.75786(W) AD(       ) 1
 KV6582  NAD 83(1986)-  40 29 27.59195(N)    074 46 41.75786(W) AD(       ) 2
 KV6582  NGVD 29 (10/04/91)   53.9    (m)          177.     (f) GPS OBS        
 KV6582
 KV6582.Superseded values are not recommended for survey control.
 KV6582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6582.See file dsdata.txt to determine how the superseded data were derived.
 KV6582
 KV6582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1879182279(NAD 83)
 KV6582_MARKER: DD = SURVEY DISK
 KV6582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6582_SP_SET: CONCRETE POST
 KV6582_STAMPING: 166
 KV6582_MARK LOGO: NJ-035
 KV6582_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6582+STABILITY: SURFACE MOTION
 KV6582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6582+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2006
 KV6582
 KV6582  HISTORY     - Date     Condition        Report By
 KV6582  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6582  HISTORY     - 19930420 GOOD             NJGS
 KV6582  HISTORY     - 20010331 GOOD             NGS
 KV6582  HISTORY     - 20060511 GOOD             AASCO
 KV6582
 KV6582                          STATION DESCRIPTION
 KV6582
 KV6582'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6582'THE STATION IS LOCATED IN HILLSBOROUGH TOWNSHIP, ON THE NORTH SIDE OF
 KV6582'AMWELL ROAD.  TO REACH THE STATION FROM THE JUNCTION OF AMWELL ROAD,
 KV6582'COUNTY ROAD 514, AND RIVER ROAD, COUNTY ROAD 567 AT THE NESHANIC
 KV6582'CHURCH, IN NESHANIC, GO 5.2 KM (3.23 MI) WEST ON AMWELL ROAD TO HOUSE
 KV6582'NUMBER 257A ON THE LEFT AND THE STATION ON THE RIGHT.  IT IS 6.8 M
 KV6582'(22.31 FT) NORTH NORTHWEST FROM THE AMWELL ROAD CENTERLINE, 12.9 M
 KV6582'(42.32 FT) WEST FROM POLE 86 HBT, 5.8 M (19.03 FT) NORTHWEST FROM THE
 KV6582'CENTER OF A TYPE B INLET AND 1.0 M (3.28 FT) NORTHWEST FROM THE EDGE
 KV6582'OF PAVEMENT.  THE STATION IS FLUSH WITH THE GROUND IN THE EMBANKMENT
 KV6582'OF A LAWN.  DESCRIPTION BY NJGS SRB.
 KV6582
 KV6582                          STATION RECOVERY (1993)
 KV6582
 KV6582'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6582'RECOVERED IN GOOD CONDITION.
 KV6582
 KV6582                          STATION RECOVERY (2001)
 KV6582
 KV6582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6582'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV6582
 KV6582                          STATION RECOVERY (2006)
 KV6582
 KV6582'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV6582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6583 ***********************************************************************
 KV6583  DESIGNATION -  SC 167
 KV6583  PID         -  KV6583
 KV6583  STATE/COUNTY-  NJ/SOMERSET
 KV6583  USGS QUAD   -  HOPEWELL (1977)
 KV6583
 KV6583                         *CURRENT SURVEY CONTROL
 KV6583  ___________________________________________________________________
 KV6583* NAD 83(1996)-  40 29 12.86276(N)    074 47 01.02163(W)     ADJUSTED  
 KV6583* NAVD 88     -        56.1    (meters)     184.     (feet)  VERTCON   
 KV6583  ___________________________________________________________________
 KV6583  X           -   1,275,002.007 (meters)                     COMP
 KV6583  Y           -  -4,687,489.234 (meters)                     COMP
 KV6583  Z           -   4,119,268.778 (meters)                     COMP
 KV6583  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 KV6583  ELLIP HEIGHT-          22.50  (meters)          (10/23/02) GPS OBS
 KV6583  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KV6583
 KV6583  HORZ ORDER  -  SECOND
 KV6583  ELLP ORDER  -  FOURTH    CLASS I
 KV6583
 KV6583.The horizontal coordinates were established by GPS observations
 KV6583.and adjusted by the National Geodetic Survey in May 1999..
 KV6583
 KV6583.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6583
 KV6583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6583
 KV6583.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6583
 KV6583.The ellipsoidal height was determined by GPS observations
 KV6583.and is referenced to NAD 83.
 KV6583
 KV6583.The geoid height was determined by GEOID03.
 KV6583
 KV6583;                    North         East     Units Scale Factor Converg.
 KV6583;SPC NJ       -   183,613.384   125,956.126   MT  0.99990711   -0 11 02.9
 KV6583;SPC NJ       -   602,404.91    413,241.06   sFT  0.99990711   -0 11 02.9
 KV6583;UTM  18      - 4,481,823.821   518,338.527   MT  0.99960414   +0 08 25.8
 KV6583
 KV6583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6583!SPC NJ       -   0.99999647  x   0.99990711  =   0.99990358
 KV6583!UTM  18      -   0.99999647  x   0.99960414  =   0.99960061
 KV6583
 KV6583:                Primary Azimuth Mark                     Grid Az
 KV6583:SPC NJ       -  SC 166                                   045 08 37.7
 KV6583:UTM  18      -  SC 166                                   044 49 09.0
 KV6583
 KV6583|---------------------------------------------------------------------|
 KV6583| PID    Reference Object                     Distance      Geod. Az  |
 KV6583|                                                           dddmmss.s |
 KV6583| KV6582 SC 166                              APPROX. 0.6 KM 0445734.8 |
 KV6583|---------------------------------------------------------------------|
 KV6583
 KV6583                          SUPERSEDED SURVEY CONTROL
 KV6583
 KV6583  ELLIP H (05/14/99)   22.51   (m)                       GP(       ) 4 1
 KV6583  NAD 83(1986)-  40 29 12.86270(N)    074 47 01.02405(W) AD(       ) 2
 KV6583  NGVD 29 (10/04/91)   56.4    (m)          185.     (f) GPS OBS        
 KV6583
 KV6583.Superseded values are not recommended for survey control.
 KV6583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6583.See file dsdata.txt to determine how the superseded data were derived.
 KV6583
 KV6583_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1833981824(NAD 83)
 KV6583_MARKER: DD = SURVEY DISK
 KV6583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6583_SP_SET: CONCRETE POST
 KV6583_STAMPING: 167
 KV6583_MARK LOGO: NJ-035
 KV6583_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6583+STABILITY: SURFACE MOTION
 KV6583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6583+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6583
 KV6583  HISTORY     - Date     Condition        Report By
 KV6583  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6583  HISTORY     - 20010331 GOOD             NGS
 KV6583
 KV6583                          STATION DESCRIPTION
 KV6583
 KV6583'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6583'THE STATION IS LOCATED IN HILLSBOROUGH TOWNSHIP, ON THE NORTH SIDE OF
 KV6583'AMWELL ROAD, COUNTY ROAD 514.  TO REACH THE STATION FROM THE JUNCTION
 KV6583'OF COUNTY ROAD 514 AND RIVER ROAD, COUNTY ROAD 567, AT THE NESHANIC
 KV6583'CHURCH, IN NESHANIC, GO 5.92 KM (3.68 MI) WEST ON ROUTE 514, TO JUST
 KV6583'WEST OF THE JUNCTION WITH CLOVER HILL ROAD, TO HOUSE NUMBER 121 AND
 KV6583'THE STATION ON THE RIGHT.  IT IS 5.0 M (16.40 FT) NORTHWEST FROM THE
 KV6583'ROUTE 514 CENTERLINE, 18.0 M (59.05 FT) NORTH NORTHEAST FROM POLE
 KV6583'103, 24.6 M (80.71 FT) NORTHWEST FROM POLE 104, AND 2.0 M (6.56 FT)
 KV6583'NORTHWEST FROM THE EDGE OF THE ROAD.  THE STATION IS FLUSH WITH THE
 KV6583'LAWN.  DESCRIPTION BY NJGS SRB.
 KV6583
 KV6583                          STATION RECOVERY (2001)
 KV6583
 KV6583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6583'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6584 ***********************************************************************
 KV6584  DESIGNATION -  SC 168
 KV6584  PID         -  KV6584
 KV6584  STATE/COUNTY-  NJ/SOMERSET
 KV6584  USGS QUAD   -  ROCKY HILL (1970)
 KV6584
 KV6584                         *CURRENT SURVEY CONTROL
 KV6584  ___________________________________________________________________
 KV6584* NAD 83(1996)-  40 29 18.96631(N)    074 39 03.19552(W)     ADJUSTED  
 KV6584* NAVD 88     -        32.8    (meters)     108.     (feet)  VERTCON   
 KV6584  ___________________________________________________________________
 KV6584  X           -   1,285,820.437 (meters)                     COMP
 KV6584  Y           -  -4,684,388.167 (meters)                     COMP
 KV6584  Z           -   4,119,396.926 (meters)                     COMP
 KV6584  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 KV6584  ELLIP HEIGHT-          -0.66  (meters)          (10/23/02) GPS OBS
 KV6584  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KV6584
 KV6584  HORZ ORDER  -  SECOND
 KV6584  ELLP ORDER  -  FOURTH    CLASS I
 KV6584
 KV6584.The horizontal coordinates were established by GPS observations
 KV6584.and adjusted by the National Geodetic Survey in May 1999..
 KV6584
 KV6584.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6584
 KV6584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6584
 KV6584.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6584
 KV6584.The ellipsoidal height was determined by GPS observations
 KV6584.and is referenced to NAD 83.
 KV6584
 KV6584.The geoid height was determined by GEOID03.
 KV6584
 KV6584;                    North         East     Units Scale Factor Converg.
 KV6584;SPC NJ       -   183,773.931   137,208.704   MT  0.99990201   -0 05 52.7
 KV6584;SPC NJ       -   602,931.64    450,158.89   sFT  0.99990201   -0 05 52.7
 KV6584;UTM  18      - 4,482,048.056   529,586.671   MT  0.99961077   +0 13 36.0
 KV6584
 KV6584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6584!SPC NJ       -   1.00000010  x   0.99990201  =   0.99990211
 KV6584!UTM  18      -   1.00000010  x   0.99961077  =   0.99961087
 KV6584
 KV6584|---------------------------------------------------------------------|
 KV6584| PID    Reference Object                     Distance      Geod. Az  |
 KV6584|                                                           dddmmss.s |
 KV6584| KV6518 10743                               311.212 METERS 02107     |
 KV6584|---------------------------------------------------------------------|
 KV6584
 KV6584                          SUPERSEDED SURVEY CONTROL
 KV6584
 KV6584  ELLIP H (05/14/99)   -0.65   (m)                       GP(       ) 4 1
 KV6584  NAD 83(1986)-  40 29 18.96577(N)    074 39 03.19732(W) AD(       ) 2
 KV6584  NGVD 29 (10/04/91)   33.0    (m)          108.     (f) GPS OBS        
 KV6584
 KV6584.Superseded values are not recommended for survey control.
 KV6584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6584.See file dsdata.txt to determine how the superseded data were derived.
 KV6584
 KV6584_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2958782048(NAD 83)
 KV6584_MARKER: DD = SURVEY DISK
 KV6584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6584_SP_SET: CONCRETE POST
 KV6584_STAMPING: 168
 KV6584_MARK LOGO: NJ-035
 KV6584_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6584+STABILITY: SURFACE MOTION
 KV6584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6584+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1990
 KV6584
 KV6584  HISTORY     - Date     Condition        Report By
 KV6584  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6584  HISTORY     - 19900213 GOOD
 KV6584  HISTORY     - 19981115 GOOD             USPSQD
 KV6584  HISTORY     - 20031122 GOOD             USPSQD
 KV6584
 KV6584                          STATION DESCRIPTION
 KV6584
 KV6584'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6584'THE STATION IS LOCATED IN HILLSBOROUGH TOWNSHIP, ON THE WEST SIDE OF
 KV6584'U.S.HIGHWAY 206, ON THE EXTENDED CENTERLINE OF HOMESTEAD ROAD.  TO
 KV6584'REACH THE STATION FROM THE ROUTE 206 BRIDGE OVER THE CONRAIL RAILWAY,
 KV6584'FORMERLY THE READING RAIL ROAD, IN BELLE MEADE, GO 2.72 KM (1.69 MI)
 KV6584'NORTH ON ROUTE 206 TO THE TEE JUNCTION WITH HOMESTEAD ROAD AND THE
 KV6584'STATION ON THE LEFT.  IT IS 21.7 M (71.19 FT) NORTHEAST OF POLE PS
 KV6584'4049 HT, 14.3 M (46.92 FT) SOUTH SOUTHWEST FROM POLE P 4048 HT AND
 KV6584'7.7 M (25.26 FT) WEST OF THE ROUTE 206 CENTERLINE.  THE STATION IS
 KV6584'0.1 M (0.33 FT) BELOW THE GROUND AND 1.5 M (4.92 FT) WEST OF THE EDGE
 KV6584'OF THE SHOULDER.  USE CAUTION, VEHICLES TURNING EAST ON HOMESTEAD
 KV6584'ROAD FROM SOUTHBOUND ROUTE 206 CAUSE FOLLOWING SOUTHBOUND TRAFFIC TO
 KV6584'USE THE SOUTHBOUND ROUTE 206 SHOULDER.  THE TIRE MARKS AND THE
 KV6584'PROFUSION OF VEHICLE PARTS SCATTERED AROUND THE AREA INDICATE
 KV6584'FREQUENT ACCIDENTS AT THIS INTERSECTION.  THE SPEED LIMIT IS 50 MILES
 KV6584'PER HOUR.  DESCRIPTION BY NJGS SRB.
 KV6584
 KV6584                          STATION RECOVERY (1990)
 KV6584
 KV6584'RECOVERED 1990
 KV6584'RECOVERED IN GOOD CONDITION.
 KV6584
 KV6584                          STATION RECOVERY (1998)
 KV6584
 KV6584'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV6584'RECOVERED IN GOOD CONDITION.
 KV6584
 KV6584                          STATION RECOVERY (2003)
 KV6584
 KV6584'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV6584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6585 ***********************************************************************
 KV6585  DESIGNATION -  SC 169
 KV6585  PID         -  KV6585
 KV6585  STATE/COUNTY-  NJ/SOMERSET
 KV6585  USGS QUAD   -  ROCKY HILL (1970)
 KV6585
 KV6585                         *CURRENT SURVEY CONTROL
 KV6585  ___________________________________________________________________
 KV6585* NAD 83(1996)-  40 25 51.62066(N)    074 39 32.08887(W)     ADJUSTED  
 KV6585* NAVD 88     -        29.3    (meters)      96.     (feet)  VERTCON   
 KV6585  ___________________________________________________________________
 KV6585  X           -   1,286,261.557 (meters)                     COMP
 KV6585  Y           -  -4,688,568.082 (meters)                     COMP
 KV6585  Z           -   4,114,528.497 (meters)                     COMP
 KV6585  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 KV6585  ELLIP HEIGHT-          -4.08  (meters)          (10/23/02) GPS OBS
 KV6585  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KV6585
 KV6585  HORZ ORDER  -  SECOND
 KV6585  ELLP ORDER  -  FOURTH    CLASS I
 KV6585
 KV6585.The horizontal coordinates were established by GPS observations
 KV6585.and adjusted by the National Geodetic Survey in May 1999..
 KV6585
 KV6585.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6585
 KV6585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6585
 KV6585.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6585
 KV6585.The ellipsoidal height was determined by GPS observations
 KV6585.and is referenced to NAD 83.
 KV6585
 KV6585.The geoid height was determined by GEOID03.
 KV6585
 KV6585;                    North         East     Units Scale Factor Converg.
 KV6585;SPC NJ       -   177,380.099   136,516.807   MT  0.99990224   -0 06 11.0
 KV6585;SPC NJ       -   581,954.54    447,888.89   sFT  0.99990224   -0 06 11.0
 KV6585;UTM  18      - 4,475,652.274   528,931.183   MT  0.99961030   +0 13 16.3
 KV6585
 KV6585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6585!SPC NJ       -   1.00000064  x   0.99990224  =   0.99990288
 KV6585!UTM  18      -   1.00000064  x   0.99961030  =   0.99961094
 KV6585
 KV6585                          SUPERSEDED SURVEY CONTROL
 KV6585
 KV6585  ELLIP H (05/14/99)   -4.07   (m)                       GP(       ) 4 1
 KV6585  NAD 83(1986)-  40 25 51.61990(N)    074 39 32.09074(W) AD(       ) 2
 KV6585  NGVD 29 (10/04/91)   29.6    (m)           97.     (f) GPS OBS        
 KV6585
 KV6585.Superseded values are not recommended for survey control.
 KV6585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6585.See file dsdata.txt to determine how the superseded data were derived.
 KV6585
 KV6585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2893175652(NAD 83)
 KV6585_MARKER: DD = SURVEY DISK
 KV6585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6585_SP_SET: CONCRETE POST
 KV6585_STAMPING: 169
 KV6585_MARK LOGO: NJ-035
 KV6585_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6585+STABILITY: SURFACE MOTION
 KV6585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6585+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1990
 KV6585
 KV6585  HISTORY     - Date     Condition        Report By
 KV6585  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6585  HISTORY     - 19900214 GOOD
 KV6585
 KV6585                          STATION DESCRIPTION
 KV6585
 KV6585'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6585'THE STATION IS LOCATED IN MONTGOMERY TOWNSHIP, ON THE EAST SIDE OF
 KV6585'U.S.HIGHWAY 206.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 KV6585'HIGHWAY 206 AND THE GEORGETOWN AND FRANKLIN TURNPIKE, COUNTY ROAD
 KV6585'518, GO 3.4 KM (2.11 MI) NORTH ON ROUTE 206 TO ITS JUNCTION WITH
 KV6585'PLATZ DRIVE AND THE STATION ON THE RIGHT.  IT IS 23.6 M (77.43 FT)
 KV6585'SOUTH FROM THE PLATZ DRIVE CENTERLINE, 3.0 M (9.84 FT) SOUTH SOUTHEAST
 KV6585'FROM THE CENTER OF A TYPE B INLET AND 8.1 M (26.57 FT) EAST FROM THE
 KV6585'ROUTE 206 CENTERLINE.  THE STATION IS FLUSH WITH THE GROUND.
 KV6585'DESCRIPTION BY NJGS SRB.
 KV6585
 KV6585                          STATION RECOVERY (1990)
 KV6585
 KV6585'RECOVERED 1990
 KV6585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6586 ***********************************************************************
 KV6586  DESIGNATION -  SC 170
 KV6586  PID         -  KV6586
 KV6586  STATE/COUNTY-  NJ/SOMERSET
 KV6586  USGS QUAD   -  ROCKY HILL (1970)
 KV6586
 KV6586                         *CURRENT SURVEY CONTROL
 KV6586  ___________________________________________________________________
 KV6586* NAD 83(1996)-  40 25 32.16143(N)    074 39 25.85485(W)     ADJUSTED  
 KV6586* NAVD 88     -        35.7    (meters)     117.     (feet)  VERTCON   
 KV6586  ___________________________________________________________________
 KV6586  X           -   1,286,507.544 (meters)                     COMP
 KV6586  Y           -  -4,688,909.281 (meters)                     COMP
 KV6586  Z           -   4,114,075.752 (meters)                     COMP
 KV6586  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 KV6586  ELLIP HEIGHT-           2.33  (meters)          (10/23/02) GPS OBS
 KV6586  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 KV6586
 KV6586  HORZ ORDER  -  SECOND
 KV6586  ELLP ORDER  -  FOURTH    CLASS I
 KV6586
 KV6586.The horizontal coordinates were established by GPS observations
 KV6586.and adjusted by the National Geodetic Survey in May 1999..
 KV6586
 KV6586.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6586
 KV6586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6586
 KV6586.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6586
 KV6586.The ellipsoidal height was determined by GPS observations
 KV6586.and is referenced to NAD 83.
 KV6586
 KV6586.The geoid height was determined by GEOID03.
 KV6586
 KV6586;                    North         East     Units Scale Factor Converg.
 KV6586;SPC NJ       -   176,779.671   136,662.665   MT  0.99990219   -0 06 06.9
 KV6586;SPC NJ       -   579,984.64    448,367.43   sFT  0.99990219   -0 06 06.9
 KV6586;UTM  18      - 4,475,052.857   529,080.393   MT  0.99961041   +0 13 20.3
 KV6586
 KV6586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6586!SPC NJ       -   0.99999963  x   0.99990219  =   0.99990182
 KV6586!UTM  18      -   0.99999963  x   0.99961041  =   0.99961004
 KV6586
 KV6586                          SUPERSEDED SURVEY CONTROL
 KV6586
 KV6586  ELLIP H (05/14/99)    2.34   (m)                       GP(       ) 4 1
 KV6586  NAD 83(1986)-  40 25 32.16066(N)    074 39 25.85673(W) AD(       ) 2
 KV6586  NGVD 29 (10/04/91)   36.0    (m)          118.     (f) GPS OBS        
 KV6586
 KV6586.Superseded values are not recommended for survey control.
 KV6586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6586.See file dsdata.txt to determine how the superseded data were derived.
 KV6586
 KV6586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2908075053(NAD 83)
 KV6586_MARKER: DD = SURVEY DISK
 KV6586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6586_SP_SET: CONCRETE POST
 KV6586_STAMPING: 170
 KV6586_MARK LOGO: NJ-035
 KV6586_PROJECTION: FLUSH
 KV6586_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6586+STABILITY: SURFACE MOTION
 KV6586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6586+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1990
 KV6586
 KV6586  HISTORY     - Date     Condition        Report By
 KV6586  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6586  HISTORY     - 19900214 GOOD
 KV6586  HISTORY     - 19960601 GOOD             STEWRT
 KV6586
 KV6586                          STATION DESCRIPTION
 KV6586
 KV6586'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6586'THE STATION IS LOCATED IN MONTGOMERY TOWNSHIP, ON THE WEST SIDE OF
 KV6586'U.S. HIGHWAY 206.  TO REACH THE STATION FROM THE JUNCTION OF THE
 KV6586'GEORGETOWN AND FRANKLIN TURNPIKE, COUNTY ROAD 518, AND U.S.HIGHWAY
 KV6586'206, NEAR THE PRINCETON AIRPORT, GO 2.7 KM (1.68 MI) NORTH ON ROUTE
 KV6586'206 TO THE DRIVEWAY OF THE NASSAU RACQUET AND TENNIS CLUB AND THE
 KV6586'STATION ON THE LEFT.  IT IS 1.0 M (3.28 FT) WEST FROM THE WEST CURB
 KV6586'OF THE ROUTE 2O6 SOUTHBOUND LANES, NO SHOULDER, 8.5 M (27.89 FT)
 KV6586'NORTH FROM THE CENTERLINE OF THE CLUB DRIVEWAY AND 9.0 M (29.53 FT)
 KV6586'SOUTHEAST FROM THE SOUTHEAST CORNER OF THE TENNIS CLUB SIGN.  THE
 KV6586'STATION IS FLUSH WITH THE GROUND.  DESCRIPTION BY NJGS SRB.
 KV6586
 KV6586                          STATION RECOVERY (1990)
 KV6586
 KV6586'RECOVERED 1990
 KV6586'RECOVERED IN GOOD CONDITION.
 KV6586
 KV6586                          STATION RECOVERY (1996)
 KV6586
 KV6586'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1996 (JMS)
 KV6586'NO CHANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6589 ***********************************************************************
 KV6589  DESIGNATION -  SC 173
 KV6589  PID         -  KV6589
 KV6589  STATE/COUNTY-  NJ/SOMERSET
 KV6589  USGS QUAD   -  MONMOUTH JUNCTION (1981)
 KV6589
 KV6589                         *CURRENT SURVEY CONTROL
 KV6589  ___________________________________________________________________
 KV6589* NAD 83(1996)-  40 25 02.03675(N)    074 35 17.00464(W)     ADJUSTED  
 KV6589* NAVD 88     -        71.0    (meters)     233.     (feet)  GPS OBS   
 KV6589  ___________________________________________________________________
 KV6589  X           -   1,292,330.878 (meters)                     COMP
 KV6589  Y           -  -4,687,960.601 (meters)                     COMP
 KV6589  Z           -   4,113,391.338 (meters)                     COMP
 KV6589  LAPLACE CORR-           5.37  (seconds)                    DEFLEC99
 KV6589  ELLIP HEIGHT-          37.78  (meters)          (10/23/02) GPS OBS
 KV6589  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KV6589
 KV6589  HORZ ORDER  -  FIRST
 KV6589  ELLP ORDER  -  FOURTH    CLASS I
 KV6589
 KV6589.The horizontal coordinates were established by GPS observations
 KV6589.and adjusted by the National Geodetic Survey in May 1999..
 KV6589
 KV6589.The orthometric height was determined by GPS observations and a
 KV6589.high-resolution geoid model.
 KV6589
 KV6589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6589
 KV6589.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6589
 KV6589.The ellipsoidal height was determined by GPS observations
 KV6589.and is referenced to NAD 83.
 KV6589
 KV6589.The geoid height was determined by GEOID03.
 KV6589
 KV6589;                    North         East     Units Scale Factor Converg.
 KV6589;SPC NJ       -   175,842.422   142,527.199   MT  0.99990069   -0 03 25.5
 KV6589;SPC NJ       -   576,909.68    467,607.99   sFT  0.99990069   -0 03 25.5
 KV6589;UTM  18      - 4,474,149.067   534,948.443   MT  0.99961503   +0 16 01.5
 KV6589
 KV6589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6589!SPC NJ       -   0.99999407  x   0.99990069  =   0.99989476
 KV6589!UTM  18      -   0.99999407  x   0.99961503  =   0.99960911
 KV6589
 KV6589                          SUPERSEDED SURVEY CONTROL
 KV6589
 KV6589  NAD 83(1986)-  40 25 02.03659(N)    074 35 17.00700(W) AD(       ) 1
 KV6589  NAD 83(1986)-  40 25 02.03659(N)    074 35 17.00700(W) AD(       ) 2
 KV6589  NGVD 29 (10/04/91)   71.2    (m)          234.     (f) GPS OBS        
 KV6589
 KV6589.Superseded values are not recommended for survey control.
 KV6589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6589.See file dsdata.txt to determine how the superseded data were derived.
 KV6589
 KV6589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3494874149(NAD 83)
 KV6589_MARKER: DD = SURVEY DISK
 KV6589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6589_SP_SET: CONCRETE POST
 KV6589_STAMPING: 173
 KV6589_MARK LOGO: NJ-035
 KV6589_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6589+STABILITY: SURFACE MOTION
 KV6589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6589+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1990
 KV6589
 KV6589  HISTORY     - Date     Condition        Report By
 KV6589  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6589  HISTORY     - 19901130 GOOD             NJGS
 KV6589
 KV6589                          STATION DESCRIPTION
 KV6589
 KV6589'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6589'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP, ON THE NORTHWEST SIDE OF
 KV6589'THE GEORGETOWN AND FRANKLIN TURNPIKE, COUNTY ROAD 518, JUST SOUTHWEST
 KV6589'FROM THE JUNCTION WITH LINCOLN HIGHWAY, STATE ROUTE 27.  TO REACH THE
 KV6589'STATION FROM THE U.S.POST OFFICE ON MOUNTAIN AVENUE, COUNTY ROAD 518,
 KV6589'IN ROCKY HILL BOROUGH, MONTGOMERY TOWNSHIP, GO 5.2 KM (3.23 MI)
 KV6589'NORTHEAST ON ROUTE 518 TO THE STATION ON THE LEFT.  IT IS 11.8 M
 KV6589'(38.71 FT) NORTH FROM THE ROUTE 518 CENTERLINE, 8.0 M (26.25 FT) EAST
 KV6589'FROM POLE E 67952 FL, 13.5 M (44.29 FT) WEST FROM POLE 67951 FL AND
 KV6589'20.7 M (67.91 FT) NORTHEAST FROM THE CENTER OF AN INLET.  THE STATION
 KV6589'IS 0.1 M (0.33 FT) BELOW THE GROUND, NORTHWEST OF TWO PARALLEL CURBS
 KV6589'ON THE NORTHWEST SIDE OF ROUTE 518.  DESCRIPTION BY NJGS SRB.
 KV6589
 KV6589                          STATION RECOVERY (1990)
 KV6589
 KV6589'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6590 ***********************************************************************
 KV6590  DESIGNATION -  SC 174
 KV6590  PID         -  KV6590
 KV6590  STATE/COUNTY-  NJ/SOMERSET
 KV6590  USGS QUAD   -  MONMOUTH JUNCTION (1981)
 KV6590
 KV6590                         *CURRENT SURVEY CONTROL
 KV6590  ___________________________________________________________________
 KV6590* NAD 83(1996)-  40 26 25.83210(N)    074 32 20.36449(W)     ADJUSTED  
 KV6590* NAVD 88     -        37.3    (meters)     122.     (feet)  GPS OBS   
 KV6590  ___________________________________________________________________
 KV6590  X           -   1,295,891.405 (meters)                     COMP
 KV6590  Y           -  -4,685,212.005 (meters)                     COMP
 KV6590  Z           -   4,115,337.069 (meters)                     COMP
 KV6590  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 KV6590  ELLIP HEIGHT-           4.21  (meters)          (10/23/02) GPS OBS
 KV6590  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KV6590
 KV6590  HORZ ORDER  -  FIRST
 KV6590  ELLP ORDER  -  FOURTH    CLASS I
 KV6590
 KV6590.The horizontal coordinates were established by GPS observations
 KV6590.and adjusted by the National Geodetic Survey in May 1999..
 KV6590
 KV6590.The orthometric height was determined by GPS observations and a
 KV6590.high-resolution geoid model.
 KV6590
 KV6590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6590
 KV6590.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6590
 KV6590.The ellipsoidal height was determined by GPS observations
 KV6590.and is referenced to NAD 83.
 KV6590
 KV6590.The geoid height was determined by GEOID03.
 KV6590
 KV6590;                    North         East     Units Scale Factor Converg.
 KV6590;SPC NJ       -   178,423.859   146,692.306   MT  0.99990013   -0 01 31.0
 KV6590;SPC NJ       -   585,378.94    481,273.01   sFT  0.99990013   -0 01 31.0
 KV6590;UTM  18      - 4,476,753.296   539,097.697   MT  0.99961882   +0 17 56.5
 KV6590
 KV6590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6590!SPC NJ       -   0.99999934  x   0.99990013  =   0.99989947
 KV6590!UTM  18      -   0.99999934  x   0.99961882  =   0.99961816
 KV6590
 KV6590:                Primary Azimuth Mark                     Grid Az
 KV6590:SPC NJ       -  SC 175                                   296 33 59.6
 KV6590:UTM  18      -  SC 175                                   296 14 32.1
 KV6590
 KV6590|---------------------------------------------------------------------|
 KV6590| PID    Reference Object                     Distance      Geod. Az  |
 KV6590|                                                           dddmmss.s |
 KV6590| KV6591 SC 175                              APPROX. 0.7 KM 2963228.6 |
 KV6590|---------------------------------------------------------------------|
 KV6590
 KV6590                          SUPERSEDED SURVEY CONTROL
 KV6590
 KV6590  NAD 83(1986)-  40 26 25.83200(N)    074 32 20.36651(W) AD(       ) 1
 KV6590  NAD 83(1986)-  40 26 25.83200(N)    074 32 20.36651(W) AD(       ) 2
 KV6590  NGVD 29 (10/04/91)   37.6    (m)          123.     (f) GPS OBS        
 KV6590
 KV6590.Superseded values are not recommended for survey control.
 KV6590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6590.See file dsdata.txt to determine how the superseded data were derived.
 KV6590
 KV6590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3909876753(NAD 83)
 KV6590_MARKER: DD = SURVEY DISK
 KV6590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6590_SP_SET: CONCRETE POST
 KV6590_STAMPING: 174
 KV6590_MARK LOGO: NJ-035
 KV6590_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6590+STABILITY: SURFACE MOTION
 KV6590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6590+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 KV6590
 KV6590  HISTORY     - Date     Condition        Report By
 KV6590  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6590  HISTORY     - 19901130 GOOD             NJGS
 KV6590  HISTORY     - 20040301 GOOD             NJGS
 KV6590
 KV6590                          STATION DESCRIPTION
 KV6590
 KV6590'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6590'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP, ON THE SOUTHWEST SIDE OF
 KV6590'CLAREMONT ROAD.  TO REACH THE STATION FROM THE U.S.POST OFFICE IN
 KV6590'FRANKLIN PARK, AT THE JUNCTION OF STATE ROUTE 27, THE SOMERSET,
 KV6590'MIDDLESEX COUNTY LINE, AND CLAREMONT ROAD, GO 0.3 KM (0.19 MI)
 KV6590'NORTHWEST ON CLAREMONT ROAD TO THE JUNCTION OF PLEASANT PLAINS ROAD,
 KV6590'COUNTY ROAD 611 SOUTH, AND THE STATION ON THE LEFT.  IT IS 8.0 M
 KV6590'(26.25 FT) SOUTHWEST FROM THE CLAREMONT ROAD CENTERLINE, 11.0 M
 KV6590'(36.09 FT) SOUTHEAST FROM THE PLEASANT PLAINS ROAD CENTERLINE, 4.9 M
 KV6590'(16.08 FT) SOUTHEAST FROM THE CENTER OF A TYPE B INLET AND 14.8 M
 KV6590'(48.56 FT) SOUTHEAST FROM THE CENTER OF A TYPE E INLET.  THE STATION
 KV6590'IS FLUSH WITH THE GROUND.  DESCRIPTION BY NJGS SRB.
 KV6590
 KV6590                          STATION RECOVERY (1990)
 KV6590
 KV6590'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6590'RECOVERED IN GOOD CONDITION.
 KV6590
 KV6590                          STATION RECOVERY (2004)
 KV6590
 KV6590'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2004 (MVI)
 KV6590'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6591 ***********************************************************************
 KV6591  DESIGNATION -  SC 175
 KV6591  PID         -  KV6591
 KV6591  STATE/COUNTY-  NJ/SOMERSET
 KV6591  USGS QUAD   -  MONMOUTH JUNCTION (1981)
 KV6591
 KV6591                         *CURRENT SURVEY CONTROL
 KV6591  ___________________________________________________________________
 KV6591* NAD 83(1996)-  40 26 35.63987(N)    074 32 46.06733(W)     ADJUSTED  
 KV6591* NAVD 88     -        32.6    (meters)     107.     (feet)  GPS OBS   
 KV6591  ___________________________________________________________________
 KV6591  X           -   1,295,254.328 (meters)                     COMP
 KV6591  Y           -  -4,685,180.881 (meters)                     COMP
 KV6591  Z           -   4,115,564.280 (meters)                     COMP
 KV6591  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 KV6591  ELLIP HEIGHT-          -0.46  (meters)          (10/23/02) GPS OBS
 KV6591  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KV6591
 KV6591  HORZ ORDER  -  FIRST
 KV6591  ELLP ORDER  -  FOURTH    CLASS I
 KV6591
 KV6591.The horizontal coordinates were established by GPS observations
 KV6591.and adjusted by the National Geodetic Survey in May 1999..
 KV6591
 KV6591.The orthometric height was determined by GPS observations and a
 KV6591.high-resolution geoid model.
 KV6591
 KV6591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6591
 KV6591.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6591
 KV6591.The ellipsoidal height was determined by GPS observations
 KV6591.and is referenced to NAD 83.
 KV6591
 KV6591.The geoid height was determined by GEOID03.
 KV6591
 KV6591;                    North         East     Units Scale Factor Converg.
 KV6591;SPC NJ       -   178,726.644   146,086.776   MT  0.99990019   -0 01 47.7
 KV6591;SPC NJ       -   586,372.33    479,286.36   sFT  0.99990019   -0 01 47.7
 KV6591;UTM  18      - 4,477,052.564   538,490.634   MT  0.99961824   +0 17 39.9
 KV6591
 KV6591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6591!SPC NJ       -   1.00000007  x   0.99990019  =   0.99990026
 KV6591!UTM  18      -   1.00000007  x   0.99961824  =   0.99961831
 KV6591
 KV6591:                Primary Azimuth Mark                     Grid Az
 KV6591:SPC NJ       -  SC 174                                   116 33 59.7
 KV6591:UTM  18      -  SC 174                                   116 14 32.1
 KV6591
 KV6591|---------------------------------------------------------------------|
 KV6591| PID    Reference Object                     Distance      Geod. Az  |
 KV6591|                                                           dddmmss.s |
 KV6591| KV6590 SC 174                              APPROX. 0.7 KM 1163212.0 |
 KV6591|---------------------------------------------------------------------|
 KV6591
 KV6591                          SUPERSEDED SURVEY CONTROL
 KV6591
 KV6591  ELLIP H (05/14/99)   -0.45   (m)                       GP(       ) 4 1
 KV6591  NAD 83(1986)-  40 26 35.63973(N)    074 32 46.06937(W) AD(       ) 1
 KV6591  NAD 83(1986)-  40 26 35.63973(N)    074 32 46.06937(W) AD(       ) 2
 KV6591  NGVD 29 (10/04/91)   33.0    (m)          108.     (f) GPS OBS        
 KV6591
 KV6591.Superseded values are not recommended for survey control.
 KV6591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6591.See file dsdata.txt to determine how the superseded data were derived.
 KV6591
 KV6591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3849177053(NAD 83)
 KV6591_MARKER: DD = SURVEY DISK
 KV6591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6591_SP_SET: CONCRETE POST
 KV6591_STAMPING: 175
 KV6591_MARK LOGO: NJ-035
 KV6591_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6591+STABILITY: SURFACE MOTION
 KV6591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6591+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 KV6591
 KV6591  HISTORY     - Date     Condition        Report By
 KV6591  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6591  HISTORY     - 19901130 GOOD             NJGS
 KV6591  HISTORY     - 20040301 GOOD             NJGS
 KV6591
 KV6591                          STATION DESCRIPTION
 KV6591
 KV6591'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6591'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP, ON THE SOUTHWEST SIDE OF
 KV6591'CLAREMONT ROAD.  TO REACH THE STATION FROM THE U.S.POST OFFICE IN
 KV6591'FRANKLIN PARK, AT THE JUNCTION OF STATE ROUTE 27, THE SOMERSET,
 KV6591'MIDDLESEX COUNTY LINE, AND CLAREMONT ROAD, GO 1.01 KM (0.63 MI)
 KV6591'NORTHWEST ON CLAREMONT ROAD TO SOCIETY HILL BOULEVARD AND THE STATION
 KV6591'ON THE LEFT.  IT IS 28.5 M (93.50 FT) NORTHWEST FROM THE SOCIETY HILL
 KV6591'BOULEVARD CENTERLINE, 10.3 M (33.79 FT) WEST NORTHWEST FROM A BELL
 KV6591'SYSTEMS MANHOLE AND 6.7 M (21.98 FT) SOUTHWEST FROM THE CLAREMONT
 KV6591'ROAD CENTERLINE.  THE STATION IS 0.15 M (0.49 FT) BELOW THE GROUND IN
 KV6591'A SLOPING LAWN, JUST BEHIND THE CURB.  DESCRIPTION BY NJGS SRB.
 KV6591
 KV6591                          STATION RECOVERY (1990)
 KV6591
 KV6591'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6591'RECOVERED IN GOOD CONDITION.
 KV6591
 KV6591                          STATION RECOVERY (2004)
 KV6591
 KV6591'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2004 (MVI)
 KV6591'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6592 ***********************************************************************
 KV6592  DESIGNATION -  SC 176
 KV6592  PID         -  KV6592
 KV6592  STATE/COUNTY-  NJ/SOMERSET
 KV6592  USGS QUAD   -  MONMOUTH JUNCTION (1981)
 KV6592
 KV6592                         *CURRENT SURVEY CONTROL
 KV6592  ___________________________________________________________________
 KV6592* NAD 83(1996)-  40 28 53.66559(N)    074 32 14.23874(W)     ADJUSTED  
 KV6592* NAVD 88     -        18.8    (meters)      62.     (feet)  VERTCON   
 KV6592  ___________________________________________________________________
 KV6592  X           -   1,295,237.850 (meters)                     COMP
 KV6592  Y           -  -4,682,307.902 (meters)                     COMP
 KV6592  Z           -   4,118,794.475 (meters)                     COMP
 KV6592  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 KV6592  ELLIP HEIGHT-         -14.35  (meters)          (10/23/02) GPS OBS
 KV6592  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KV6592
 KV6592  HORZ ORDER  -  SECOND
 KV6592  ELLP ORDER  -  FOURTH    CLASS I
 KV6592
 KV6592.The horizontal coordinates were established by GPS observations
 KV6592.and adjusted by the National Geodetic Survey in May 1999..
 KV6592
 KV6592.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6592
 KV6592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6592
 KV6592.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6592
 KV6592.The ellipsoidal height was determined by GPS observations
 KV6592.and is referenced to NAD 83.
 KV6592
 KV6592.The geoid height was determined by GEOID03.
 KV6592
 KV6592;                    North         East     Units Scale Factor Converg.
 KV6592;SPC NJ       -   182,983.326   146,838.585   MT  0.99990012   -0 01 27.1
 KV6592;SPC NJ       -   600,337.80    481,752.92   sFT  0.99990012   -0 01 27.1
 KV6592;UTM  18      - 4,481,312.236   539,218.120   MT  0.99961893   +0 18 01.4
 KV6592
 KV6592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6592!SPC NJ       -   1.00000225  x   0.99990012  =   0.99990237
 KV6592!UTM  18      -   1.00000225  x   0.99961893  =   0.99962118
 KV6592
 KV6592:                Primary Azimuth Mark                     Grid Az
 KV6592:SPC NJ       -  SC 177                                   205 20 46.1
 KV6592:UTM  18      -  SC 177                                   205 01 17.6
 KV6592
 KV6592|---------------------------------------------------------------------|
 KV6592| PID    Reference Object                     Distance      Geod. Az  |
 KV6592|                                                           dddmmss.s |
 KV6592| KV6593 SC 177                              APPROX. 0.6 KM 2051919.0 |
 KV6592|---------------------------------------------------------------------|
 KV6592
 KV6592                          SUPERSEDED SURVEY CONTROL
 KV6592
 KV6592  NAD 83(1986)-  40 28 53.66627(N)    074 32 14.24101(W) AD(       ) 2
 KV6592  NGVD 29 (10/04/91)   19.1    (m)           63.     (f) GPS OBS        
 KV6592
 KV6592.Superseded values are not recommended for survey control.
 KV6592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6592.See file dsdata.txt to determine how the superseded data were derived.
 KV6592
 KV6592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3921881312(NAD 83)
 KV6592_MARKER: DD = SURVEY DISK
 KV6592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6592_SP_SET: CONCRETE POST
 KV6592_STAMPING: 176
 KV6592_MARK LOGO: NJ-035
 KV6592_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6592+STABILITY: SURFACE MOTION
 KV6592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6592+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6592
 KV6592  HISTORY     - Date     Condition        Report By
 KV6592  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6592
 KV6592                          STATION DESCRIPTION
 KV6592
 KV6592'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6592'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP, ON THE SOUTHEAST SIDE OF
 KV6592'SOUTH MIDDLEBUSH ROAD, COUNTY ROAD 615.  TO REACH THE STATION FROM
 KV6592'THE U.S.POST OFFICE IN FRANKLIN PARK, AT THE JUNCTION OF STATE ROUTE
 KV6592'27, THE COUNTY LINE, AND CLAREMONT ROAD, GO 2.24 KM (1.39 MI)
 KV6592'NORTHWEST ON CLAREMONT ROAD TO THE TEE INTERSECTION AT SOUTH
 KV6592'MIDDLEBUSH ROAD, TURN RIGHT AND GO 4.24 KM (2.63 MI) NORTHEAST ON
 KV6592'ROUTE 615, TO THE HIGGENS HOUSE DRIVEWAY AND THE STATION ON THE
 KV6592'RIGHT.  IT IS 4.0 M (13.12 FT) SOUTH SOUTHEAST FROM THE MIDDLEBUSH
 KV6592'ROAD CENTERLINE, 12.2 M (40.03 FT) NORTHEAST FROM THE CENTERLINE OF
 KV6592'THE SMALL, WOOD DECKED, DRIVEWAY BRIDGE OVER MIDDLEBUSH BROOK AT THE
 KV6592'HIGGINS RESIDENCE, 7.6 M (24.93 FT) NORTHEAST FROM THE WOODEN END
 KV6592'POST OF THE STEEL BEAM GUIDE RAIL AT THE DRIVEWAY AND 1.8 M
 KV6592'(5.91 FT) NORTHWEST FROM THE CENTERLINE OF MIDDLEBUSH BROOK.  THE
 KV6592'STATION IS BETWEEN THE THIRD AND FOURTH METAL GUIDE RAIL POSTS
 KV6592'NORTHEAST OF THE DRIVE AND 0.2 M (0.66 FT) BELOW THE EDGE OF THE
 KV6592'PAVEMENT, AT THE EDGE OF PAVEMENT.  IN RAINY WEATHER THE STATION IS
 KV6592'SUBMERGED BY MIDDLEBUSH BROOK AND A FIRM TRIPOD SETUP QUESTIONABLE IN
 KV6592'SATURATED GROUND AT THE EDGE OF THE BROOK.  DESCRIPTION BY NJGS SRB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6593 ***********************************************************************
 KV6593  DESIGNATION -  SC 177
 KV6593  PID         -  KV6593
 KV6593  STATE/COUNTY-  NJ/SOMERSET
 KV6593  USGS QUAD   -  MONMOUTH JUNCTION (1981)
 KV6593
 KV6593                         *CURRENT SURVEY CONTROL
 KV6593  ___________________________________________________________________
 KV6593* NAD 83(1996)-  40 28 34.96057(N)    074 32 25.82864(W)     ADJUSTED  
 KV6593* NAVD 88     -        28.6    (meters)      94.     (feet)  VERTCON   
 KV6593  ___________________________________________________________________
 KV6593  X           -   1,295,076.581 (meters)                     COMP
 KV6593  Y           -  -4,682,748.869 (meters)                     COMP
 KV6593  Z           -   4,118,361.985 (meters)                     COMP
 KV6593  LAPLACE CORR-           5.50  (seconds)                    DEFLEC99
 KV6593  ELLIP HEIGHT-          -4.53  (meters)          (10/23/02) GPS OBS
 KV6593  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KV6593
 KV6593  HORZ ORDER  -  SECOND
 KV6593  ELLP ORDER  -  FOURTH    CLASS I
 KV6593
 KV6593.The horizontal coordinates were established by GPS observations
 KV6593.and adjusted by the National Geodetic Survey in May 1999..
 KV6593
 KV6593.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6593
 KV6593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6593
 KV6593.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6593
 KV6593.The ellipsoidal height was determined by GPS observations
 KV6593.and is referenced to NAD 83.
 KV6593
 KV6593.The geoid height was determined by GEOID03.
 KV6593
 KV6593;                    North         East     Units Scale Factor Converg.
 KV6593;SPC NJ       -   182,406.538   146,565.371   MT  0.99990015   -0 01 34.7
 KV6593;SPC NJ       -   598,445.45    480,856.55   sFT  0.99990015   -0 01 34.7
 KV6593;UTM  18      - 4,480,734.072   538,948.253   MT  0.99961867   +0 17 53.8
 KV6593
 KV6593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6593!SPC NJ       -   1.00000071  x   0.99990015  =   0.99990086
 KV6593!UTM  18      -   1.00000071  x   0.99961867  =   0.99961938
 KV6593
 KV6593:                Primary Azimuth Mark                     Grid Az
 KV6593:SPC NJ       -  SC 176                                   025 20 46.1
 KV6593:UTM  18      -  SC 176                                   025 01 17.6
 KV6593
 KV6593|---------------------------------------------------------------------|
 KV6593| PID    Reference Object                     Distance      Geod. Az  |
 KV6593|                                                           dddmmss.s |
 KV6593| KV6592 SC 176                              APPROX. 0.6 KM 0251911.4 |
 KV6593|---------------------------------------------------------------------|
 KV6593
 KV6593                          SUPERSEDED SURVEY CONTROL
 KV6593
 KV6593  NAD 83(1986)-  40 28 34.96134(N)    074 32 25.83086(W) AD(       ) 2
 KV6593  NGVD 29 (10/04/91)   28.9    (m)           95.     (f) GPS OBS        
 KV6593
 KV6593.Superseded values are not recommended for survey control.
 KV6593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6593.See file dsdata.txt to determine how the superseded data were derived.
 KV6593
 KV6593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3894880734(NAD 83)
 KV6593_MARKER: DD = SURVEY DISK
 KV6593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6593_SP_SET: CONCRETE POST
 KV6593_STAMPING: 177
 KV6593_MARK LOGO: NJ-035
 KV6593_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6593+STABILITY: SURFACE MOTION
 KV6593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6593+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6593
 KV6593  HISTORY     - Date     Condition        Report By
 KV6593  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6593
 KV6593                          STATION DESCRIPTION
 KV6593
 KV6593'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6593'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP, ON THE NORTHWEST SIDE OF
 KV6593'SOUTH MIDDLEBUSH ROAD, COUNTY ROAD 615.  TO REACH THE STATION FROM
 KV6593'THE JUNCTION OF STATE ROUTE 27 AND CLAREMONT ROAD AT THE U.S. POST
 KV6593'OFFICE IN FRANKLIN PARK, GO 2.24 KM (1.39 MI) NORTHWEST ON CLAREMONT
 KV6593'ROAD TO A TEE INTERSECTION, TURN RIGHT ON SOUTH MIDDLEBUSH ROAD,
 KV6593'COUNTY ROAD 615, AND GO 3.6 KM (2.24 MI) NORTHEAST TO THE STATION ON
 KV6593'THE LEFT. IT IS 5.0 M (16.40 FT) NORTHWEST FROM THE SOUTH MIDDLEBUSH
 KV6593'ROAD CENTERLINE, 9.8 M (32.15 FT) NORTHWEST FROM POLE 60556 FL AND
 KV6593'30.5 M (100.07 FT) NORTHEAST FROM THE EXTENDED CENTERLINE OF THE
 KV6593'DRIVE TO HOUSE NUMBER 393.  THE STATION IS 0.1 M (0.33 FT) BELOW THE
 KV6593'GROUND. DESCRIPTION BY NJGS SRB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6594 ***********************************************************************
 KV6594  DESIGNATION -  SC 178
 KV6594  PID         -  KV6594
 KV6594  STATE/COUNTY-  NJ/SOMERSET
 KV6594  USGS QUAD   -  MONMOUTH JUNCTION (1981)
 KV6594
 KV6594                         *CURRENT SURVEY CONTROL
 KV6594  ___________________________________________________________________
 KV6594* NAD 83(1996)-  40 29 49.67460(N)    074 31 40.94920(W)     ADJUSTED  
 KV6594* NAVD 88     -        34.4    (meters)     113.     (feet)  GPS OBS   
 KV6594  ___________________________________________________________________
 KV6594  X           -   1,295,697.446 (meters)                     COMP
 KV6594  Y           -  -4,681,029.154 (meters)                     COMP
 KV6594  Z           -   4,120,118.537 (meters)                     COMP
 KV6594  LAPLACE CORR-           5.36  (seconds)                    DEFLEC99
 KV6594  ELLIP HEIGHT-           1.29  (meters)          (10/23/02) GPS OBS
 KV6594  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 KV6594
 KV6594  HORZ ORDER  -  FIRST
 KV6594  ELLP ORDER  -  FOURTH    CLASS I
 KV6594
 KV6594.The horizontal coordinates were established by GPS observations
 KV6594.and adjusted by the National Geodetic Survey in May 1999..
 KV6594
 KV6594.The orthometric height was determined by GPS observations and a
 KV6594.high-resolution geoid model.
 KV6594
 KV6594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6594
 KV6594.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6594
 KV6594.The ellipsoidal height was determined by GPS observations
 KV6594.and is referenced to NAD 83.
 KV6594
 KV6594.The geoid height was determined by GEOID03.
 KV6594
 KV6594;                    North         East     Units Scale Factor Converg.
 KV6594;SPC NJ       -   184,710.493   147,623.126   MT  0.99990007   -0 01 05.6
 KV6594;SPC NJ       -   606,004.34    484,326.87   sFT  0.99990007   -0 01 05.6
 KV6594;UTM  18      - 4,483,043.334   539,992.643   MT  0.99961969   +0 18 23.4
 KV6594
 KV6594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6594!SPC NJ       -   0.99999980  x   0.99990007  =   0.99989987
 KV6594!UTM  18      -   0.99999980  x   0.99961969  =   0.99961949
 KV6594
 KV6594:                Primary Azimuth Mark                     Grid Az
 KV6594:SPC NJ       -  SC 179                                   125 35 42.0
 KV6594:UTM  18      -  SC 179                                   125 16 13.0
 KV6594
 KV6594|---------------------------------------------------------------------|
 KV6594| PID    Reference Object                     Distance      Geod. Az  |
 KV6594|                                                           dddmmss.s |
 KV6594| KV6595 SC 179                              APPROX. 0.6 KM 1253436.4 |
 KV6594|---------------------------------------------------------------------|
 KV6594
 KV6594                          SUPERSEDED SURVEY CONTROL
 KV6594
 KV6594  ELLIP H (05/14/99)    1.30   (m)                       GP(       ) 4 1
 KV6594  NAD 83(1986)-  40 29 49.67548(N)    074 31 40.95133(W) AD(       ) 1
 KV6594  NAD 83(1986)-  40 29 49.67548(N)    074 31 40.95133(W) AD(       ) 2
 KV6594  NGVD 29 (10/04/91)   34.7    (m)          114.     (f) GPS OBS        
 KV6594
 KV6594.Superseded values are not recommended for survey control.
 KV6594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6594.See file dsdata.txt to determine how the superseded data were derived.
 KV6594
 KV6594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3999383043(NAD 83)
 KV6594_MARKER: DD = SURVEY DISK
 KV6594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6594_SP_SET: CONCRETE POST
 KV6594_STAMPING: 178
 KV6594_MARK LOGO: NJ-035
 KV6594_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6594+STABILITY: SURFACE MOTION
 KV6594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6594+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1990
 KV6594
 KV6594  HISTORY     - Date     Condition        Report By
 KV6594  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6594  HISTORY     - 19901115 GOOD             NJGS
 KV6594
 KV6594                          STATION DESCRIPTION
 KV6594
 KV6594'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6594'THE STATION IS IN FRANKLIN TOWNSHIP, IN THE VILLAGE OF MIDDLEBUSH,
 KV6594'BETWEEN THE CURB AND SIDEWALK, IN FRONT OF THE MIDDLEBUSH REFORMED
 KV6594'CHURCH.  THE CHURCH IS A STONE BUILDING AT THE JUNCTION OF AMWELL
 KV6594'ROAD, COUNTY ROAD 514 NORTH, AND SOUTH MIDDLEBUSH ROAD, COUNTY ROAD
 KV6594'615 SOUTH.  THE STATION IS 5.3 M (17.39 FT) NORTHWEST FROM THE SOUTH
 KV6594'MIDDLEBUSH ROAD CENTERLINE, 9.4 M (30.84 FT) EAST FROM THE EAST
 KV6594'CORNER OF THE BRICK, CHURCH SIGN AND 15.4 M (50.52 FT) SOUTHWEST FROM
 KV6594'A TYPE B INLET ON THE CORNER.  THE STATION IS 0.2 M (0.66 FT) BELOW
 KV6594'THE GROUND.  DESCRIPTION BY NJGS SRB.
 KV6594
 KV6594                          STATION RECOVERY (1990)
 KV6594
 KV6594'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6595 ***********************************************************************
 KV6595  DESIGNATION -  SC 179
 KV6595  PID         -  KV6595
 KV6595  STATE/COUNTY-  NJ/SOMERSET
 KV6595  USGS QUAD   -  MONMOUTH JUNCTION (1981)
 KV6595
 KV6595                         *CURRENT SURVEY CONTROL
 KV6595  ___________________________________________________________________
 KV6595* NAD 83(1996)-  40 29 37.67759(N)    074 31 18.98181(W)     ADJUSTED  
 KV6595* NAVD 88     -        36.1    (meters)     118.     (feet)  GPS OBS   
 KV6595  ___________________________________________________________________
 KV6595  X           -   1,296,260.449 (meters)                     COMP
 KV6595  Y           -  -4,681,123.974 (meters)                     COMP
 KV6595  Z           -   4,119,838.230 (meters)                     COMP
 KV6595  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 KV6595  ELLIP HEIGHT-           2.99  (meters)          (10/23/02) GPS OBS
 KV6595  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KV6595
 KV6595  HORZ ORDER  -  FIRST
 KV6595  ELLP ORDER  -  FOURTH    CLASS I
 KV6595
 KV6595.The horizontal coordinates were established by GPS observations
 KV6595.and adjusted by the National Geodetic Survey in May 1999..
 KV6595
 KV6595.The orthometric height was determined by GPS observations and a
 KV6595.high-resolution geoid model.
 KV6595
 KV6595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6595
 KV6595.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6595
 KV6595.The ellipsoidal height was determined by GPS observations
 KV6595.and is referenced to NAD 83.
 KV6595
 KV6595.The geoid height was determined by GEOID03.
 KV6595
 KV6595;                    North         East     Units Scale Factor Converg.
 KV6595;SPC NJ       -   184,340.329   148,140.262   MT  0.99990004   -0 00 51.3
 KV6595;SPC NJ       -   604,789.90    486,023.51   sFT  0.99990004   -0 00 51.3
 KV6595;UTM  18      - 4,482,676.209   540,511.723   MT  0.99962020   +0 18 37.6
 KV6595
 KV6595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6595!SPC NJ       -   0.99999953  x   0.99990004  =   0.99989957
 KV6595!UTM  18      -   0.99999953  x   0.99962020  =   0.99961973
 KV6595
 KV6595:                Primary Azimuth Mark                     Grid Az
 KV6595:SPC NJ       -  SC 178                                   305 35 42.0
 KV6595:UTM  18      -  SC 178                                   305 16 13.1
 KV6595
 KV6595|---------------------------------------------------------------------|
 KV6595| PID    Reference Object                     Distance      Geod. Az  |
 KV6595|                                                           dddmmss.s |
 KV6595| KV6594 SC 178                              APPROX. 0.6 KM 3053450.7 |
 KV6595|---------------------------------------------------------------------|
 KV6595
 KV6595                          SUPERSEDED SURVEY CONTROL
 KV6595
 KV6595  NAD 83(1986)-  40 29 37.67845(N)    074 31 18.98411(W) AD(       ) 1
 KV6595  NAD 83(1986)-  40 29 37.67845(N)    074 31 18.98411(W) AD(       ) 2
 KV6595  NGVD 29 (10/04/91)   36.4    (m)          119.     (f) GPS OBS        
 KV6595
 KV6595.Superseded values are not recommended for survey control.
 KV6595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6595.See file dsdata.txt to determine how the superseded data were derived.
 KV6595
 KV6595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4051282676(NAD 83)
 KV6595_MARKER: DD = SURVEY DISK
 KV6595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6595_SP_SET: CONCRETE POST
 KV6595_STAMPING: 179
 KV6595_MARK LOGO: NJ-035
 KV6595_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6595+STABILITY: SURFACE MOTION
 KV6595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6595+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1990
 KV6595
 KV6595  HISTORY     - Date     Condition        Report By
 KV6595  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6595  HISTORY     - 19901115 GOOD             NJGS
 KV6595
 KV6595                          STATION DESCRIPTION
 KV6595
 KV6595'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6595'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP, ON THE NORTHEAST SIDE OF
 KV6595'AMWELL ROAD, COUNTY ROAD 514, NEAR THE DRIVEWAY TO THE SAMPSON AND
 KV6595'SMITH MIDDLE SCHOOL.  TO REACH THE STATION FROM THE MIDDLEBUSH
 KV6595'REFORMED CHURCH, AT THE JUNCTION OF COUNTY ROAD 615 SOUTH AND AMWELL
 KV6595'ROAD, COUNTY ROAD 514, IN MIDDLEBUSH, GO 0.56 KM (0.35 MI) SOUTHEAST
 KV6595'ON AMWELL ROAD TO THE SCHOOL AND THE STATION ON THE LEFT.  IT IS 8.0
 KV6595'M (26.25 FT) NORTHEAST FROM THE ROUTE 514 CENTERLINE, 11.8 M
 KV6595'(38.71 FT) SOUTHEAST FROM THE CENTERLINE OF A NEW STREET LEADING TO A
 KV6595'HOUSING PROJECT, NEWTON OAKS AND 42.4 M (139.11 FT) NORTHWEST FROM
 KV6595'THE SCHOOL DRIVEWAY CENTERLINE.  THE STATION IS 0.10 M (0.33 FT)
 KV6595'BELOW THE GROUND, ADJACENT TO THE CURB AT A TWO STORY HOUSE, NUMBER
 KV6595'1651. DESCRIPTION BY NJGS SRB.
 KV6595
 KV6595                          STATION RECOVERY (1990)
 KV6595
 KV6595'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6596 ***********************************************************************
 KV6596  DESIGNATION -  SC 180
 KV6596  PID         -  KV6596
 KV6596  STATE/COUNTY-  NJ/SOMERSET
 KV6596  USGS QUAD   -  BERNARDSVILLE (1981)
 KV6596
 KV6596                         *CURRENT SURVEY CONTROL
 KV6596  ___________________________________________________________________
 KV6596* NAD 83(1996)-  40 43 31.33199(N)    074 34 41.90132(W)     ADJUSTED  
 KV6596* NAVD 88     -       140.6    (meters)     461.     (feet)  VERTCON   
 KV6596  ___________________________________________________________________
 KV6596  X           -   1,287,224.703 (meters)                     COMP
 KV6596  Y           -  -4,666,337.990 (meters)                     COMP
 KV6596  Z           -   4,139,428.349 (meters)                     COMP
 KV6596  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 KV6596  ELLIP HEIGHT-         107.52  (meters)          (10/23/02) GPS OBS
 KV6596  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KV6596
 KV6596  HORZ ORDER  -  SECOND
 KV6596  ELLP ORDER  -  FOURTH    CLASS I
 KV6596
 KV6596.The horizontal coordinates were established by GPS observations
 KV6596.and adjusted by the National Geodetic Survey in May 1999..
 KV6596
 KV6596.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6596
 KV6596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6596
 KV6596.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6596
 KV6596.The ellipsoidal height was determined by GPS observations
 KV6596.and is referenced to NAD 83.
 KV6596
 KV6596.The geoid height was determined by GEOID03.
 KV6596
 KV6596;                    North         East     Units Scale Factor Converg.
 KV6596;SPC NJ       -   210,055.557   143,385.108   MT  0.99990054   -0 03 03.9
 KV6596;SPC NJ       -   689,157.27    470,422.64   sFT  0.99990054   -0 03 03.9
 KV6596;UTM  18      - 4,508,356.758   535,611.962   MT  0.99961561   +0 16 30.5
 KV6596
 KV6596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6596!SPC NJ       -   0.99998313  x   0.99990054  =   0.99988368
 KV6596!UTM  18      -   0.99998313  x   0.99961561  =   0.99959875
 KV6596
 KV6596:                Primary Azimuth Mark                     Grid Az
 KV6596:SPC NJ       -  SC 181                                   117 33 18.6
 KV6596:UTM  18      -  SC 181                                   117 13 44.2
 KV6596
 KV6596|---------------------------------------------------------------------|
 KV6596| PID    Reference Object                     Distance      Geod. Az  |
 KV6596|                                                           dddmmss.s |
 KV6596| KV6597 SC 181                              462.499 METERS 1173014.7 |
 KV6596|---------------------------------------------------------------------|
 KV6596
 KV6596                          SUPERSEDED SURVEY CONTROL
 KV6596
 KV6596  ELLIP H (05/14/99)  107.54   (m)                       GP(       ) 4 1
 KV6596  NAD 83(1986)-  40 43 31.33074(N)    074 34 41.90275(W) AD(       ) 2
 KV6596  NGVD 29 (10/04/91)  140.9    (m)          462.     (f) GPS OBS        
 KV6596
 KV6596.Superseded values are not recommended for survey control.
 KV6596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6596.See file dsdata.txt to determine how the superseded data were derived.
 KV6596
 KV6596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3561208357(NAD 83)
 KV6596_MARKER: DD = SURVEY DISK
 KV6596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6596_SP_SET: CONCRETE POST
 KV6596_STAMPING: 180
 KV6596_MARK LOGO: NJ-035
 KV6596_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6596+STABILITY: SURFACE MOTION
 KV6596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6596+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1990
 KV6596
 KV6596  HISTORY     - Date     Condition        Report By
 KV6596  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6596  HISTORY     - 19900207 GOOD
 KV6596
 KV6596                          STATION DESCRIPTION
 KV6596
 KV6596'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6596'THE STATION IS LOCATED IN BERNARDSVILLE BOROUGH, ON THE SOUTHWEST SIDE
 KV6596'OF CLAREMONT ROAD, COUNTY ROAD 659, AT ITS JUNCTION WITH MENDHAM ROAD
 KV6596', COUNTY ROAD 525.  TO REACH THE STATION FROM THE ERIE LACKAWANA RAIL
 KV6596'STATION, N.J.TRANSIT, AT THE JUNCTION OF CLAREMONT ROAD AND U.S.
 KV6596'HIGHWAY 202,IN BERNARDSVILLE BOROUGH,  GO 1.2 KM (0.75 MI) NORTH,
 KV6596'THEN NORTHWEST ON ROUTE 525, TO WHERE CLAREMONT ROAD BEGINS COUNTY
 KV6596'ROAD 659, AND THE BEGINING OF MENDHAM ROAD CONTINUES ROUTE 525.  THE
 KV6596'STATION IS ON THE LEFT, 35.2 M (115.49 FT) NORTHWEST FROM THE
 KV6596'CENTERLINE OF OLCOTT LANE, 5.8 M (19.03 FT) SOUTHWEST FROM THE
 KV6596'CENTERLINE OF CLAREMONT ROAD, 1.7 M (5.58 FT) NORTHWEST FROM THE
 KV6596'NORTHWEST END OF A STONE ARCH CULVERT HEADWALL AND 14.0 M (45.93 FT)
 KV6596'SOUTH FROM UTILITY POLE 70239.  THE STATION IS 0.15 M (0.49 FT) BELOW
 KV6596'THE GROUND.  DESCRIPTION BY NJGS SRB.
 KV6596
 KV6596                          STATION RECOVERY (1990)
 KV6596
 KV6596'RECOVERED 1990
 KV6596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6597 ***********************************************************************
 KV6597  DESIGNATION -  SC 181
 KV6597  PID         -  KV6597
 KV6597  STATE/COUNTY-  NJ/SOMERSET
 KV6597  USGS QUAD   -  BERNARDSVILLE (1981)
 KV6597
 KV6597                         *CURRENT SURVEY CONTROL
 KV6597  ___________________________________________________________________
 KV6597* NAD 83(1996)-  40 43 24.40749(N)    074 34 24.42129(W)     ADJUSTED  
 KV6597* NAVD 88     -       129.3    (meters)     424.     (feet)  VERTCON   
 KV6597  ___________________________________________________________________
 KV6597  X           -   1,287,654.936 (meters)                     COMP
 KV6597  Y           -  -4,666,354.948 (meters)                     COMP
 KV6597  Z           -   4,139,259.077 (meters)                     COMP
 KV6597  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 KV6597  ELLIP HEIGHT-          96.19  (meters)          (10/23/02) GPS OBS
 KV6597  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KV6597
 KV6597  HORZ ORDER  -  SECOND
 KV6597  ELLP ORDER  -  FOURTH    CLASS I
 KV6597
 KV6597.The horizontal coordinates were established by GPS observations
 KV6597.and adjusted by the National Geodetic Survey in May 1999..
 KV6597
 KV6597.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6597
 KV6597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6597
 KV6597.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6597
 KV6597.The ellipsoidal height was determined by GPS observations
 KV6597.and is referenced to NAD 83.
 KV6597
 KV6597.The geoid height was determined by GEOID03.
 KV6597
 KV6597;                    North         East     Units Scale Factor Converg.
 KV6597;SPC NJ       -   209,841.625   143,795.103   MT  0.99990047   -0 02 52.5
 KV6597;SPC NJ       -   688,455.40    471,767.77   sFT  0.99990047   -0 02 52.5
 KV6597;UTM  18      - 4,508,145.224   536,023.052   MT  0.99961597   +0 16 41.8
 KV6597
 KV6597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6597!SPC NJ       -   0.99998491  x   0.99990047  =   0.99988538
 KV6597!UTM  18      -   0.99998491  x   0.99961597  =   0.99960089
 KV6597
 KV6597:                Primary Azimuth Mark                     Grid Az
 KV6597:SPC NJ       -  SC 180                                   297 33 18.6
 KV6597:UTM  18      -  SC 180                                   297 13 44.3
 KV6597
 KV6597|---------------------------------------------------------------------|
 KV6597| PID    Reference Object                     Distance      Geod. Az  |
 KV6597|                                                           dddmmss.s |
 KV6597| KV6596 SC 180                              462.499 METERS 2973026.1 |
 KV6597|---------------------------------------------------------------------|
 KV6597
 KV6597                          SUPERSEDED SURVEY CONTROL
 KV6597
 KV6597  ELLIP H (05/14/99)   96.21   (m)                       GP(       ) 4 1
 KV6597  NAD 83(1986)-  40 43 24.40619(N)    074 34 24.42261(W) AD(       ) 2
 KV6597  NGVD 29 (10/04/91)  129.5    (m)          425.     (f) GPS OBS        
 KV6597
 KV6597.Superseded values are not recommended for survey control.
 KV6597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6597.See file dsdata.txt to determine how the superseded data were derived.
 KV6597
 KV6597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3602308145(NAD 83)
 KV6597_MARKER: DD = SURVEY DISK
 KV6597_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6597_SP_SET: CONCRETE SIDEWALK
 KV6597_STAMPING: 181
 KV6597_MARK LOGO: NJ-035
 KV6597_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6597+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6597
 KV6597  HISTORY     - Date     Condition        Report By
 KV6597  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6597
 KV6597                          STATION DESCRIPTION
 KV6597
 KV6597'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6597'THE STATION IS LOCATED IN THE BOROUGH OF BERNARDSVILLE, ON THE EAST
 KV6597'SIDE OF CLAREMONT ROAD, COUNTY ROAD 525.  TO REACH THE STATION FROM
 KV6597'THE JUNCTION OF MINEBROOK ROAD, U.S. HIGHWAY 202 AND MOUNT AIRY ROAD,
 KV6597'COUNTY ROAD 525, IN BERNARDSVILLE, GO 0.16 KM (0.10 MI) SOUTHWEST ON
 KV6597'MINEBROOK ROAD TO THE JUNCTION WITH CLAREMONT ROAD, TURN RIGHT AND GO
 KV6597'0.72 KM (0.45 MI) NORTH ON CLAREMONT ROAD TO BUILDING NUMBER 121 AND
 KV6597'THE STATION ON THE RIGHT.  IT IS 0.35 M (1.15 FT) NORTHEAST OF THE
 KV6597'CURBLINE OF CLAREMONT ROAD, 5.9 M (19.36 FT) NORTHEAST OF THE
 KV6597'CENTERLINE OF CLAREMONT ROAD, 4.9 M (16.08 FT) SOUTHWEST OF THE SOUTH
 KV6597'CORNER OF A 2.5 STORY RESTURANT, LE PETIT CHATEAU, 13.8 M (45.28 FT)
 KV6597'SOUTH OF THE WEST CORNER OF THE RESTURANT, NUMBER 121 APARTMENT, 7.3 M
 KV6597'(23.95 FT) NORTHWEST OF POLE NUMBER 70225 BVB AND 29.1 M (95.47 FT)
 KV6597'SOUTHEAST OF POLE NUMBER 70226.  THE STATION IS FLUSH WITH THE
 KV6597'SIDEWALK.  DESCRIPTION BY NJGS RJK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6598 ***********************************************************************
 KV6598  DESIGNATION -  SC 182
 KV6598  PID         -  KV6598
 KV6598  STATE/COUNTY-  NJ/SOMERSET
 KV6598  USGS QUAD   -  BERNARDSVILLE (1981)
 KV6598
 KV6598                         *CURRENT SURVEY CONTROL
 KV6598  ___________________________________________________________________
 KV6598* NAD 83(1996)-  40 40 30.97447(N)    074 34 34.95038(W)     ADJUSTED  
 KV6598* NAVD 88     -        87.1    (meters)     286.     (feet)  VERTCON   
 KV6598  ___________________________________________________________________
 KV6598  X           -   1,288,336.022 (meters)                     COMP
 KV6598  Y           -  -4,669,752.762 (meters)                     COMP
 KV6598  Z           -   4,135,175.539 (meters)                     COMP
 KV6598  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 KV6598  ELLIP HEIGHT-          53.93  (meters)          (10/23/02) GPS OBS
 KV6598  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 KV6598
 KV6598  HORZ ORDER  -  SECOND
 KV6598  ELLP ORDER  -  FOURTH    CLASS I
 KV6598
 KV6598.The horizontal coordinates were established by GPS observations
 KV6598.and adjusted by the National Geodetic Survey in May 1999..
 KV6598
 KV6598.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6598
 KV6598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6598
 KV6598.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6598
 KV6598.The ellipsoidal height was determined by GPS observations
 KV6598.and is referenced to NAD 83.
 KV6598
 KV6598.The geoid height was determined by GEOID03.
 KV6598
 KV6598;                    North         East     Units Scale Factor Converg.
 KV6598;SPC NJ       -   204,492.535   143,543.378   MT  0.99990051   -0 02 59.2
 KV6598;SPC NJ       -   670,905.93    470,941.90   sFT  0.99990051   -0 02 59.2
 KV6598;UTM  18      - 4,502,796.310   535,801.833   MT  0.99961578   +0 16 34.0
 KV6598
 KV6598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6598!SPC NJ       -   0.99999154  x   0.99990051  =   0.99989205
 KV6598!UTM  18      -   0.99999154  x   0.99961578  =   0.99960732
 KV6598
 KV6598:                Primary Azimuth Mark                     Grid Az
 KV6598:SPC NJ       -  SC 183                                   163 57 03.1
 KV6598:UTM  18      -  SC 183                                   163 37 29.9
 KV6598
 KV6598|---------------------------------------------------------------------|
 KV6598| PID    Reference Object                     Distance      Geod. Az  |
 KV6598|                                                           dddmmss.s |
 KV6598| KV6599 SC 183                              APPROX. 0.8 KM 1635403.9 |
 KV6598|---------------------------------------------------------------------|
 KV6598
 KV6598                          SUPERSEDED SURVEY CONTROL
 KV6598
 KV6598  ELLIP H (05/14/99)   53.95   (m)                       GP(       ) 4 1
 KV6598  NAD 83(1986)-  40 40 30.97329(N)    074 34 34.95195(W) AD(       ) 2
 KV6598  NGVD 29 (10/04/91)   87.3    (m)          286.     (f) GPS OBS        
 KV6598
 KV6598.Superseded values are not recommended for survey control.
 KV6598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6598.See file dsdata.txt to determine how the superseded data were derived.
 KV6598
 KV6598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3580202796(NAD 83)
 KV6598_MARKER: DD = SURVEY DISK
 KV6598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6598_SP_SET: CONCRETE POST
 KV6598_STAMPING: 182
 KV6598_MARK LOGO: NJ-035
 KV6598_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6598+STABILITY: SURFACE MOTION
 KV6598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6598+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6598
 KV6598  HISTORY     - Date     Condition        Report By
 KV6598  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6598  HISTORY     - 20021130 GOOD             USPSQD
 KV6598
 KV6598                          STATION DESCRIPTION
 KV6598
 KV6598'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6598'THE STATION IS LOCATED IN BEDMINSTER TOWNSHIP, ON THE WEST SIDE OF
 KV6598'MOUNT AIRY ROAD, COUNTY ROAD 525, AT ITS JUNCTION WITH GRIST MILL
 KV6598'DRIVE.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 KV6598'I 287, EXIT 22, AND MOUNT AIRY ROAD, COUNTY ROAD 525, GO 1.6 KM
 KV6598'(0.99 MI) SOUTH ON ROUTE 525 TO THE STATION ON THE RIGHT.  ALSO, FROM
 KV6598'THE JUNCTION OF LIBERTY CORNER, MARTINSVILLE ROAD, AND INTESTATE
 KV6598'HIGHWAY I 78, EXIT 33, IN WARREN TOWNSHIP, GO 1.44 KM (0.89 MI) NORTH
 KV6598'ON ROUTE 525 TO THE JUNCTION WITH VALLEY ROAD, COUNTY ROAD 512, AND
 KV6598'MOUNT AIRY ROAD, CONTINUE 1.77 KM (1.10 MI) FURTHER NORTH ON MOUNT
 KV6598'AIRY ROAD TO PUMPING STATION NUMBER 5 OF THE ALGONQUIN GAS COMPANY
 KV6598'AND THE STATION ON THE LEFT.  IT IS 5.4 M (17.72 FT) SOUTH OF POLE NJ
 KV6598'931 BV, 7.8 M (25.59 FT) WEST OF THE MOUNT AIRY ROAD CENTERLINE, 1.2
 KV6598'M (3.94 FT) WEST OF THE EDGE OF PAVING, 1.0 M (3.28 FT) NORTH OF THE
 KV6598'EXTENDED CENTERLINE OF GRIST MILL DRIVE, 4.4 M (14.44 FT) NORTH
 KV6598'NORTHEAST OF A PIPELINE WARNING POST AND 12.9 M (42.32 FT) SOUTH OF A
 KV6598'PIPELINE WARNING POST.  THE STATION IS 0.1 M (0.33 FT) BELOW THE
 KV6598'GROUND.  DESCRIPTION BY NJGS RJK.
 KV6598
 KV6598                          STATION RECOVERY (2002)
 KV6598
 KV6598'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV6598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6599 ***********************************************************************
 KV6599  DESIGNATION -  SC 183
 KV6599  PID         -  KV6599
 KV6599  STATE/COUNTY-  NJ/SOMERSET
 KV6599  USGS QUAD   -  BERNARDSVILLE (1981)
 KV6599
 KV6599                         *CURRENT SURVEY CONTROL
 KV6599  ___________________________________________________________________
 KV6599* NAD 83(1996)-  40 40 05.40178(N)    074 34 25.25737(W)     ADJUSTED  
 KV6599* NAVD 88     -        69.4    (meters)     228.     (feet)  VERTCON   
 KV6599  ___________________________________________________________________
 KV6599  X           -   1,288,688.654 (meters)                     COMP
 KV6599  Y           -  -4,670,174.884 (meters)                     COMP
 KV6599  Z           -   4,134,565.733 (meters)                     COMP
 KV6599  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 KV6599  ELLIP HEIGHT-          36.27  (meters)          (10/23/02) GPS OBS
 KV6599  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 KV6599
 KV6599  HORZ ORDER  -  SECOND
 KV6599  ELLP ORDER  -  FOURTH    CLASS I
 KV6599
 KV6599.The horizontal coordinates were established by GPS observations
 KV6599.and adjusted by the National Geodetic Survey in May 1999..
 KV6599
 KV6599.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6599
 KV6599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6599
 KV6599.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6599
 KV6599.The ellipsoidal height was determined by GPS observations
 KV6599.and is referenced to NAD 83.
 KV6599
 KV6599.The geoid height was determined by GEOID03.
 KV6599
 KV6599;                    North         East     Units Scale Factor Converg.
 KV6599;SPC NJ       -   203,703.590   143,770.337   MT  0.99990048   -0 02 52.9
 KV6599;SPC NJ       -   668,317.53    471,686.51   sFT  0.99990048   -0 02 52.9
 KV6599;UTM  18      - 4,502,008.894   536,033.209   MT  0.99961598   +0 16 40.2
 KV6599
 KV6599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6599!SPC NJ       -   0.99999431  x   0.99990048  =   0.99989479
 KV6599!UTM  18      -   0.99999431  x   0.99961598  =   0.99961029
 KV6599
 KV6599:                Primary Azimuth Mark                     Grid Az
 KV6599:SPC NJ       -  SC 182                                   343 57 03.1
 KV6599:UTM  18      -  SC 182                                   343 37 30.0
 KV6599
 KV6599|---------------------------------------------------------------------|
 KV6599| PID    Reference Object                     Distance      Geod. Az  |
 KV6599|                                                           dddmmss.s |
 KV6599| KV6598 SC 182                              APPROX. 0.8 KM 3435410.2 |
 KV6599|---------------------------------------------------------------------|
 KV6599
 KV6599                          SUPERSEDED SURVEY CONTROL
 KV6599
 KV6599  ELLIP H (05/14/99)   36.28   (m)                       GP(       ) 4 1
 KV6599  NAD 83(1986)-  40 40 05.40064(N)    074 34 25.25903(W) AD(       ) 2
 KV6599  NGVD 29 (10/04/91)   69.7    (m)          229.     (f) GPS OBS        
 KV6599
 KV6599.Superseded values are not recommended for survey control.
 KV6599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6599.See file dsdata.txt to determine how the superseded data were derived.
 KV6599
 KV6599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3603302009(NAD 83)
 KV6599_MARKER: DD = SURVEY DISK
 KV6599_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6599_SP_SET: BRIDGE ABUTMENT
 KV6599_STAMPING: 183
 KV6599_MARK LOGO: NJ-035
 KV6599_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6599+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6599
 KV6599  HISTORY     - Date     Condition        Report By
 KV6599  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6599  HISTORY     - 20021130 GOOD             USPSQD
 KV6599
 KV6599                          STATION DESCRIPTION
 KV6599
 KV6599'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6599'THE STATION IS LOCATED IN BEDMINSTER TOWNSHIP, ON THE EAST SIDE OF
 KV6599'MOUNT AIRY ROAD, AT HARRISON BROOK.  TO REACH THE STATION FROM THE
 KV6599'JUNCTION OF INTERSTATE HIGHWAY I 287, EXIT 22, AND MOUNT AIRY ROAD,
 KV6599'COUNTY ROAD 525, GO 2.4 KM (1.49 MI) SOUTH ON ROUTE 525 TO HARRISON
 KV6599'BROOK AND THE STATION ON THE LEFT.  ALSO, FROM THE JUNCTION OF
 KV6599'LIBERTY CORNER, MARTINSVILLE ROAD, COUNTY ROAD 525, AND INTESTATE
 KV6599'HIGHWAY I 78, EXIT 33, IN WARREN TOWNSHIP, GO 1.44 KM (0.89 MI) NORTH
 KV6599'ON ROUTE 525, TO THE JUNCTION WITH VALLEY ROAD, COUNTY ROAD 512, AND
 KV6599'MOUNT AIRY ROAD, CONTINUE 0.96 KM (0.60 MI) FURTHER NORTH ON MOUNT
 KV6599'AIRY ROAD, TO HARRISON BROOK AND THE STATION ON THE RIGHT.  THE
 KV6599'STATION IS ON THE NORTHEAST ABUTMENT OF THE BRIDGE OVER HARRISON
 KV6599'BROOK.  THE STATION IS 0.85 M (2.79 FT) SOUTHEAST OF THE ROUTE 525
 KV6599'CURB, 8.1 M (26.57 FT) SOUTHEAST OF THE ROUTE 525 CENTERLINE, 1.0 M
 KV6599'(3.28 FT) NORTHWEST OF THE CORNER OF THE NORTHEAST END OF THE BRIDGE
 KV6599'BALUSTRADE AND 7.5 M (24.61 FT) NORTHEAST OF THE CENTERLINE OF
 KV6599'HARRISON BROOK.  THE STATION IS FLUSH WITH THE SIDEWALK.  DESCRIPTION
 KV6599'BY NJGS RJK.
 KV6599
 KV6599                          STATION RECOVERY (2002)
 KV6599
 KV6599'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV6599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6600 ***********************************************************************
 KV6600  DESIGNATION -  SC 184
 KV6600  PID         -  KV6600
 KV6600  STATE/COUNTY-  NJ/SOMERSET
 KV6600  USGS QUAD   -  BOUND BROOK (1995)
 KV6600
 KV6600                         *CURRENT SURVEY CONTROL
 KV6600  ___________________________________________________________________
 KV6600* NAD 83(1996)-  40 36 14.18331(N)    074 31 08.26459(W)     ADJUSTED  
 KV6600* NAVD 88     -        80.8    (meters)     265.     (feet)  VERTCON   
 KV6600  ___________________________________________________________________
 KV6600  X           -   1,294,390.444 (meters)                     COMP
 KV6600  Y           -  -4,673,426.757 (meters)                     COMP
 KV6600  Z           -   4,129,160.759 (meters)                     COMP
 KV6600  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 KV6600  ELLIP HEIGHT-          47.71  (meters)          (10/23/02) GPS OBS
 KV6600  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KV6600
 KV6600  HORZ ORDER  -  SECOND
 KV6600  ELLP ORDER  -  FOURTH    CLASS I
 KV6600
 KV6600.The horizontal coordinates were established by GPS observations
 KV6600.and adjusted by the National Geodetic Survey in May 1999..
 KV6600
 KV6600.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6600
 KV6600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6600
 KV6600.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6600
 KV6600.The ellipsoidal height was determined by GPS observations
 KV6600.and is referenced to NAD 83.
 KV6600
 KV6600.The geoid height was determined by GEOID03.
 KV6600
 KV6600;                    North         East     Units Scale Factor Converg.
 KV6600;SPC NJ       -   196,569.619   148,395.245   MT  0.99990003   -0 00 44.4
 KV6600;SPC NJ       -   644,912.16    486,860.07   sFT  0.99990003   -0 00 44.4
 KV6600;UTM  18      - 4,494,903.327   540,697.271   MT  0.99962039   +0 18 47.1
 KV6600
 KV6600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6600!SPC NJ       -   0.99999252  x   0.99990003  =   0.99989255
 KV6600!UTM  18      -   0.99999252  x   0.99962039  =   0.99961291
 KV6600
 KV6600:                Primary Azimuth Mark                     Grid Az
 KV6600:SPC NJ       -  SC 185                                   154 09 12.5
 KV6600:UTM  18      -  SC 185                                   153 49 41.0
 KV6600
 KV6600|---------------------------------------------------------------------|
 KV6600| PID    Reference Object                     Distance      Geod. Az  |
 KV6600|                                                           dddmmss.s |
 KV6600| KV6601 SC 185                              415.792 METERS 1540828.1 |
 KV6600|---------------------------------------------------------------------|
 KV6600
 KV6600                          SUPERSEDED SURVEY CONTROL
 KV6600
 KV6600  ELLIP H (05/14/99)   47.72   (m)                       GP(       ) 4 1
 KV6600  NAD 83(1986)-  40 36 14.18348(N)    074 31 08.26678(W) AD(       ) 2
 KV6600  NGVD 29 (10/04/91)   81.1    (m)          266.     (f) GPS OBS        
 KV6600
 KV6600.Superseded values are not recommended for survey control.
 KV6600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6600.See file dsdata.txt to determine how the superseded data were derived.
 KV6600
 KV6600_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4069794903(NAD 83)
 KV6600_MARKER: DD = SURVEY DISK
 KV6600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6600_SP_SET: CONCRETE POST
 KV6600_STAMPING: 184
 KV6600_MARK LOGO: NJ-035
 KV6600_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6600+STABILITY: SURFACE MOTION
 KV6600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6600+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6600
 KV6600  HISTORY     - Date     Condition        Report By
 KV6600  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6600
 KV6600                          STATION DESCRIPTION
 KV6600
 KV6600'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6600'THE STATION IS LOCATED IN WARREN TOWNSHIP, ON THE SOUTHWEST CORNER OF
 KV6600'THE JUNCTION OF KING GEORGE ROAD AND WASHINGTON VALLEY ROAD.  TO
 KV6600'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 22 AND MOUNTAIN
 KV6600'AVENUE MORNING GLORY ROAD, COUNTY ROAD 527, GO 1.76 KM (1.09 MI)
 KV6600'NORTHEAST ON MOUNTAIN AVENUE TO THE JUNCTION WITH KING GEORGE ROAD,
 KV6600'TURN LEFT AND GO 1.6 KM (0.99 MI) NORTHWEST TO THE JUNCTION WITH
 KV6600'WASHINGTON VALLEY ROAD AND THE STATION ON THE LEFT.  IT IS 5.6 M
 KV6600'(18.37 FT) SOUTHWEST OF THE CENTERLINE OF KING GEORGE ROAD, 0.4 M
 KV6600'(1.31 FT) SOUTHWEST OF THE SOUTHWEST CURBLINE OF KING GEORGE ROAD,
 KV6600'16.7 M (54.79 FT) SOUTHEAST OF THE CENTERLINE OF WASHINGTON VALLEY
 KV6600'ROAD, 11.5 M (37.73 FT) SOUTHWEST OF A GUY POLE AND FLASHING LIGHT
 KV6600'AND 10.1 M (33.14 FT) SOUTHEAST OF POLE NUMBER 60035 WN.  THE STATION
 KV6600'IS 0.1 M (0.33 FT) BELOW THE GROUND.  DESCRIPTION BY NJGS RJK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6601 ***********************************************************************
 KV6601  DESIGNATION -  SC 185
 KV6601  PID         -  KV6601
 KV6601  STATE/COUNTY-  NJ/SOMERSET
 KV6601  USGS QUAD   -  BOUND BROOK (1995)
 KV6601
 KV6601                         *CURRENT SURVEY CONTROL
 KV6601  ___________________________________________________________________
 KV6601* NAD 83(1996)-  40 36 02.05339(N)    074 31 00.55130(W)     ADJUSTED  
 KV6601* NAVD 88     -        70.1    (meters)     230.     (feet)  VERTCON   
 KV6601  ___________________________________________________________________
 KV6601  X           -   1,294,628.041 (meters)                     COMP
 KV6601  Y           -  -4,673,605.184 (meters)                     COMP
 KV6601  Z           -   4,128,869.706 (meters)                     COMP
 KV6601  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 KV6601  ELLIP HEIGHT-          37.00  (meters)          (10/23/02) GPS OBS
 KV6601  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KV6601
 KV6601  HORZ ORDER  -  SECOND
 KV6601  ELLP ORDER  -  FOURTH    CLASS I
 KV6601
 KV6601.The horizontal coordinates were established by GPS observations
 KV6601.and adjusted by the National Geodetic Survey in May 1999..
 KV6601
 KV6601.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6601
 KV6601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6601
 KV6601.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6601
 KV6601.The ellipsoidal height was determined by GPS observations
 KV6601.and is referenced to NAD 83.
 KV6601
 KV6601.The geoid height was determined by GEOID03.
 KV6601
 KV6601;                    North         East     Units Scale Factor Converg.
 KV6601;SPC NJ       -   196,195.457   148,576.496   MT  0.99990002   -0 00 39.4
 KV6601;SPC NJ       -   643,684.60    487,454.72   sFT  0.99990002   -0 00 39.4
 KV6601;UTM  18      - 4,494,530.306   540,880.593   MT  0.99962057   +0 18 52.0
 KV6601
 KV6601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6601!SPC NJ       -   0.99999420  x   0.99990002  =   0.99989422
 KV6601!UTM  18      -   0.99999420  x   0.99962057  =   0.99961477
 KV6601
 KV6601:                Primary Azimuth Mark                     Grid Az
 KV6601:SPC NJ       -  SC 184                                   334 09 12.5
 KV6601:UTM  18      -  SC 184                                   333 49 41.1
 KV6601
 KV6601|---------------------------------------------------------------------|
 KV6601| PID    Reference Object                     Distance      Geod. Az  |
 KV6601|                                                           dddmmss.s |
 KV6601| KV6600 SC 184                              415.792 METERS 3340833.1 |
 KV6601|---------------------------------------------------------------------|
 KV6601
 KV6601                          SUPERSEDED SURVEY CONTROL
 KV6601
 KV6601  ELLIP H (05/14/99)   37.01   (m)                       GP(       ) 4 1
 KV6601  NAD 83(1986)-  40 36 02.05364(N)    074 31 00.55348(W) AD(       ) 2
 KV6601  NGVD 29 (10/04/91)   70.4    (m)          231.     (f) GPS OBS        
 KV6601
 KV6601.Superseded values are not recommended for survey control.
 KV6601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6601.See file dsdata.txt to determine how the superseded data were derived.
 KV6601
 KV6601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4088194530(NAD 83)
 KV6601_MARKER: DD = SURVEY DISK
 KV6601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6601_SP_SET: CONCRETE POST
 KV6601_STAMPING: 185
 KV6601_MARK LOGO: NJ-035
 KV6601_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6601+STABILITY: SURFACE MOTION
 KV6601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6601+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 KV6601
 KV6601  HISTORY     - Date     Condition        Report By
 KV6601  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6601  HISTORY     - 19900209 GOOD
 KV6601  HISTORY     - 20060321 GOOD             AASCO
 KV6601
 KV6601                          STATION DESCRIPTION
 KV6601
 KV6601'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6601'THE STATION IS LOCATED IN WARREN TOWNSHIP, ON THE EAST SIDE OF KING
 KV6601'GEORGE ROAD AND THE NORTH SIDE OF MATTBEN DRIVE.  TO REACH THE
 KV6601'STATION FROM THE JUNCTION OF U.S. HIGHWAY 22 AND KING GEORGE ROAD, IN
 KV6601'THE SOUTHWEST CORNER OF GREEN BROOK TOWNSHIP, AND NORTHEAST OF BOUND
 KV6601'BROOK BOROUGH, GO ABOUT 0.5 KM (0.31 MI) NORTHWEST ON KING GEORGE
 KV6601'ROAD TO THE WARREN TOWNSHIP LINE AND THE JUNCTION WITH MOUNTAIN
 KV6601'AVENUE, MORNING GLORY ROAD, COUNTY ROAD 527, CONTINUE 1.1 KM
 KV6601'(0.68 MI) FARTHER ON KING GEORGE ROAD TO MATTBEN DRIVE AND THE
 KV6601'STATION ON THE RIGHT.  IT IS 6.0 M (19.68 FT) NORTH OF THE CENTERLINE
 KV6601'OF MATTBEN DRIVE, 10.0 M (32.81 FT) EAST OF THE CENTERLINE OF KING
 KV6601'GEORGE ROAD, 7.65 M (25.10 FT) NORTHWEST OF THE CENTER OF A TYPE B
 KV6601'INLET, 12.0 M (39.37 FT) NORTH NORTHWEST OF UTILITY POLE 60657 AND
 KV6601'6.2 M (20.34 FT) SOUTH SOUTHEAST OF THE CENTER OF A MANHOLE.  THE
 KV6601'STATION IS FLUSH WITH THE GROUND.  DESCRIPTION BY NJGS SRB.
 KV6601
 KV6601                          STATION RECOVERY (1990)
 KV6601
 KV6601'RECOVERED 1990
 KV6601'RECOVERED IN GOOD CONDITION.
 KV6601
 KV6601                          STATION RECOVERY (2006)
 KV6601
 KV6601'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV6601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6602 ***********************************************************************
 KV6602  DESIGNATION -  SC 186
 KV6602  PID         -  KV6602
 KV6602  STATE/COUNTY-  NJ/SOMERSET
 KV6602  USGS QUAD   -  PLAINFIELD (1995)
 KV6602
 KV6602                         *CURRENT SURVEY CONTROL
 KV6602  ___________________________________________________________________
 KV6602* NAD 83(1996)-  40 37 08.12112(N)    074 29 44.92940(W)     ADJUSTED  
 KV6602* NAVD 88     -        94.6    (meters)     310.     (feet)  VERTCON   
 KV6602  ___________________________________________________________________
 KV6602  X           -   1,295,991.809 (meters)                     COMP
 KV6602  Y           -  -4,671,869.945 (meters)                     COMP
 KV6602  Z           -   4,130,432.821 (meters)                     COMP
 KV6602  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 KV6602  ELLIP HEIGHT-          61.55  (meters)          (10/23/02) GPS OBS
 KV6602  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV6602
 KV6602  HORZ ORDER  -  SECOND
 KV6602  ELLP ORDER  -  FOURTH    CLASS I
 KV6602
 KV6602.The horizontal coordinates were established by GPS observations
 KV6602.and adjusted by the National Geodetic Survey in May 1999..
 KV6602
 KV6602.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6602
 KV6602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6602
 KV6602.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6602
 KV6602.The ellipsoidal height was determined by GPS observations
 KV6602.and is referenced to NAD 83.
 KV6602
 KV6602.The geoid height was determined by GEOID03.
 KV6602
 KV6602;                    North         East     Units Scale Factor Converg.
 KV6602;SPC NJ       -   198,233.066   150,354.199   MT  0.99990000   +0 00 09.8
 KV6602;SPC NJ       -   650,369.65    493,287.07   sFT  0.99990000   +0 00 09.8
 KV6602;UTM  18      - 4,496,577.408   542,646.201   MT  0.99962239   +0 19 41.7
 KV6602
 KV6602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6602!SPC NJ       -   0.99999034  x   0.99990000  =   0.99989035
 KV6602!UTM  18      -   0.99999034  x   0.99962239  =   0.99961274
 KV6602
 KV6602:                Primary Azimuth Mark                     Grid Az
 KV6602:SPC NJ       -  SC 187                                   168 02 44.1
 KV6602:UTM  18      -  SC 187                                   167 43 12.2
 KV6602
 KV6602|---------------------------------------------------------------------|
 KV6602| PID    Reference Object                     Distance      Geod. Az  |
 KV6602|                                                           dddmmss.s |
 KV6602| KV6603 SC 187                              425.114 METERS 1680253.9 |
 KV6602|---------------------------------------------------------------------|
 KV6602
 KV6602                          SUPERSEDED SURVEY CONTROL
 KV6602
 KV6602  ELLIP H (05/14/99)   61.56   (m)                       GP(       ) 4 1
 KV6602  NAD 83(1996)-  40 37 08.12061(N)    074 29 44.93027(W) AD(       ) 2
 KV6602  NAD 83(1986)-  40 37 08.12115(N)    074 29 44.93147(W) AD(       ) 2
 KV6602  NGVD 29 (10/04/91)   94.9    (m)          311.     (f) GPS OBS        
 KV6602
 KV6602.Superseded values are not recommended for survey control.
 KV6602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6602.See file dsdata.txt to determine how the superseded data were derived.
 KV6602
 KV6602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4264696577(NAD 83)
 KV6602_MARKER: DD = SURVEY DISK
 KV6602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6602_SP_SET: CONCRETE POST
 KV6602_STAMPING: 186
 KV6602_MARK LOGO: NJ-035
 KV6602_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6602+STABILITY: SURFACE MOTION
 KV6602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6602+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1990
 KV6602
 KV6602  HISTORY     - Date     Condition        Report By
 KV6602  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6602  HISTORY     - 19900208 GOOD
 KV6602
 KV6602                          STATION DESCRIPTION
 KV6602
 KV6602'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6602'THE STATION IS LOCATED IN WARREN TOWNSHIP, ON THE EAST SIDE OF MOUNT
 KV6602'BETHEL ROAD, COUNTY ROAD SPUR 527, JUST NORTH OF ITS JUNCTION WITH
 KV6602'MOUNTAIN BOULEVARD, COUNTY ROAD 527, IN WARRENVILLE.  TO REACH THE
 KV6602'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY I 78, EXIT 36, AND
 KV6602'KING GEORGE ROAD, COUNTY ROAD SPUR 527, GO 4.32 KM (2.68 MI) SOUTH ON
 KV6602'ROUTE 527, TAKING MOUNT BETHEL ROAD SOUTHEAST AT MOUNT BETHEL
 KV6602'CEMETERY, TO WARRENVILLE AND THE STATION ON THE LEFT.  TO REACH THE
 KV6602'STATION FROM THE JUNCTION OF MOUNTAIN BOULEVARD AND MOUNT BETHEL ROAD
 KV6602', IN WARRENVILLE, GO 0.08 KM (0.05 MI) NORTH ON MOUNT BETHEL ROAD TO
 KV6602'THE STATION ON THE RIGHT.  IT IS 6.9 M (22.64 FT) EAST OF THE
 KV6602'CENTERLINE OF MOUNT BETHEL ROAD, 1.23 M (4.04 FT) SOUTHEAST OF THE
 KV6602'CENTER OF A TYPE B INLET, 1.8 M (5.91 FT) NORTH OF UTILITY POLE
 KV6602'NUMBER BT 4 WN, 4.5 M (14.76 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 KV6602'A BRICK WALL AND 33.5 M (109.91 FT) NORTH OF THE CENTERLINE OF A
 KV6602'PAVED DRIVEWAY.  THE STATION IS 0.1 M (0.33 FT) BELOW THE GROUND.
 KV6602'DESCRIPTION BY NJGS SRB.
 KV6602
 KV6602                          STATION RECOVERY (1990)
 KV6602
 KV6602'RECOVERED 1990
 KV6602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6603 ***********************************************************************
 KV6603  DESIGNATION -  SC 187
 KV6603  PID         -  KV6603
 KV6603  STATE/COUNTY-  NJ/SOMERSET
 KV6603  USGS QUAD   -  PLAINFIELD (1995)
 KV6603
 KV6603                         *CURRENT SURVEY CONTROL
 KV6603  ___________________________________________________________________
 KV6603* NAD 83(1996)-  40 36 54.63816(N)    074 29 41.18421(W)     ADJUSTED  
 KV6603* NAVD 88     -        82.7    (meters)     271.     (feet)  VERTCON   
 KV6603  ___________________________________________________________________
 KV6603  X           -   1,296,146.594 (meters)                     COMP
 KV6603  Y           -  -4,672,098.577 (meters)                     COMP
 KV6603  Z           -   4,130,109.346 (meters)                     COMP
 KV6603  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 KV6603  ELLIP HEIGHT-          49.61  (meters)          (10/23/02) GPS OBS
 KV6603  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV6603
 KV6603  HORZ ORDER  -  SECOND
 KV6603  ELLP ORDER  -  FOURTH    CLASS I
 KV6603
 KV6603.The horizontal coordinates were established by GPS observations
 KV6603.and adjusted by the National Geodetic Survey in May 1999..
 KV6603
 KV6603.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6603
 KV6603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6603
 KV6603.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6603
 KV6603.The ellipsoidal height was determined by GPS observations
 KV6603.and is referenced to NAD 83.
 KV6603
 KV6603.The geoid height was determined by GEOID03.
 KV6603
 KV6603;                    North         East     Units Scale Factor Converg.
 KV6603;SPC NJ       -   197,817.213   150,442.245   MT  0.99990000   +0 00 12.2
 KV6603;SPC NJ       -   649,005.31    493,575.93   sFT  0.99990000   +0 00 12.2
 KV6603;UTM  18      - 4,496,162.178   542,736.583   MT  0.99962248   +0 19 44.0
 KV6603
 KV6603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6603!SPC NJ       -   0.99999222  x   0.99990000  =   0.99989222
 KV6603!UTM  18      -   0.99999222  x   0.99962248  =   0.99961470
 KV6603
 KV6603:                Primary Azimuth Mark                     Grid Az
 KV6603:SPC NJ       -  SC 186                                   348 02 44.1
 KV6603:UTM  18      -  SC 186                                   347 43 12.3
 KV6603
 KV6603|---------------------------------------------------------------------|
 KV6603| PID    Reference Object                     Distance      Geod. Az  |
 KV6603|                                                           dddmmss.s |
 KV6603| KV6602 SC 186                              425.114 METERS 3480256.3 |
 KV6603|---------------------------------------------------------------------|
 KV6603
 KV6603                          SUPERSEDED SURVEY CONTROL
 KV6603
 KV6603  ELLIP H (05/14/99)   49.62   (m)                       GP(       ) 4 1
 KV6603  NAD 83(1996)-  40 36 54.63765(N)    074 29 41.18508(W) AD(       ) 2
 KV6603  NAD 83(1986)-  40 36 54.63820(N)    074 29 41.18627(W) AD(       ) 2
 KV6603  NGVD 29 (10/04/91)   83.0    (m)          272.     (f) GPS OBS        
 KV6603
 KV6603.Superseded values are not recommended for survey control.
 KV6603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6603.See file dsdata.txt to determine how the superseded data were derived.
 KV6603
 KV6603_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4273796162(NAD 83)
 KV6603_MARKER: DD = SURVEY DISK
 KV6603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6603_SP_SET: CONCRETE POST
 KV6603_STAMPING: 187
 KV6603_MARK LOGO: NJ-035
 KV6603_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6603+STABILITY: SURFACE MOTION
 KV6603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6603+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2006
 KV6603
 KV6603  HISTORY     - Date     Condition        Report By
 KV6603  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6603  HISTORY     - 19900208 GOOD
 KV6603  HISTORY     - 20060314 GOOD             AASCO
 KV6603
 KV6603                          STATION DESCRIPTION
 KV6603
 KV6603'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6603'THE STATION IS LOCATED IN WARRENVILLE, IN WARREN TOWNSHIP, ON THE WEST
 KV6603'SIDE OF WARRENVILLE ROAD, COUNTY ROAD 651, AT THE TEE JUNCTION WITH
 KV6603'WASHINGTON VALLEY ROAD.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6603'U.S. HIGHWAY 22 AND WARRENVILLE ROAD, COUNTY ROAD 651, IN GREEN BROOK
 KV6603'TOWNSHIP, GO 2.32 KM (1.44 MI) NORTH ON ROUTE 651 TO WASHINGTON
 KV6603'VALLEY ROAD AND THE STATION ON THE LEFT.  TO REACH THE STATION FROM
 KV6603'THE JUNCTION OF WARRENVILLE ROAD, COUNTY ROAD 651, AND MOUNTAIN
 KV6603'BOULEVARD, COUNTY ROAD 527, IN WARRENVILLE, GO 0.32 KM (0.20 MI)
 KV6603'SOUTH ON ROUTE 651 TO THE STATION ON THE RIGHT.  IT IS 8.0 M
 KV6603'(26.25 FT) NORTH FROM THE CENTERLINE OF WASHINGTON VALLEY ROAD, 12.0
 KV6603'M (39.37 FT) WEST OF THE CENTERLINE OF WARRENVILLE ROAD AND 15.4 M
 KV6603'(50.52 FT) SOUTHWEST OF THE CENTER OF A TYPE B INLET.  THE STATION IS
 KV6603'0.1 M (0.33 FT) BELOW THE GROUND.  DESCRIPTION BY NJGS SRB.
 KV6603
 KV6603                          STATION RECOVERY (1990)
 KV6603
 KV6603'RECOVERED 1990
 KV6603'RECOVERED IN GOOD CONDITION.
 KV6603
 KV6603                          STATION RECOVERY (2006)
 KV6603
 KV6603'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV6603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6604 ***********************************************************************
 KV6604  DESIGNATION -  SC 188
 KV6604  PID         -  KV6604
 KV6604  STATE/COUNTY-  NJ/SOMERSET
 KV6604  USGS QUAD   -  CHATHAM (1981)
 KV6604
 KV6604                         *CURRENT SURVEY CONTROL
 KV6604  ___________________________________________________________________
 KV6604* NAD 83(1996)-  40 38 34.72938(N)    074 28 16.99241(W)     ADJUSTED  
 KV6604* NAVD 88     -       116.0    (meters)     381.     (feet)  VERTCON   
 KV6604  ___________________________________________________________________
 KV6604  X           -   1,297,522.058 (meters)                     COMP
 KV6604  Y           -  -4,669,656.484 (meters)                     COMP
 KV6604  Z           -   4,132,474.289 (meters)                     COMP
 KV6604  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 KV6604  ELLIP HEIGHT-          82.98  (meters)          (10/23/02) GPS OBS
 KV6604  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV6604
 KV6604  HORZ ORDER  -  SECOND
 KV6604  ELLP ORDER  -  FOURTH    CLASS I
 KV6604
 KV6604.The horizontal coordinates were established by GPS observations
 KV6604.and adjusted by the National Geodetic Survey in May 1999..
 KV6604
 KV6604.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6604
 KV6604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6604
 KV6604.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6604
 KV6604.The ellipsoidal height was determined by GPS observations
 KV6604.and is referenced to NAD 83.
 KV6604
 KV6604.The geoid height was determined by GEOID03.
 KV6604
 KV6604;                    North         East     Units Scale Factor Converg.
 KV6604;SPC NJ       -   200,904.730   152,420.080   MT  0.99990007   +0 01 07.1
 KV6604;SPC NJ       -   659,134.94    500,064.88   sFT  0.99990007   +0 01 07.1
 KV6604;UTM  18      - 4,499,260.028   544,696.299   MT  0.99962459   +0 20 39.5
 KV6604
 KV6604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6604!SPC NJ       -   0.99998698  x   0.99990007  =   0.99988705
 KV6604!UTM  18      -   0.99998698  x   0.99962459  =   0.99961158
 KV6604
 KV6604|---------------------------------------------------------------------|
 KV6604| PID    Reference Object                     Distance      Geod. Az  |
 KV6604|                                                           dddmmss.s |
 KV6604| KV6605 SC 189                              391.056 METERS 30529     |
 KV6604|---------------------------------------------------------------------|
 KV6604
 KV6604                          SUPERSEDED SURVEY CONTROL
 KV6604
 KV6604  ELLIP H (05/14/99)   83.00   (m)                       GP(       ) 4 1
 KV6604  NAD 83(1996)-  40 38 34.72869(N)    074 28 16.99327(W) AD(       ) 2
 KV6604  NAD 83(1986)-  40 38 34.72907(N)    074 28 16.99418(W) AD(       ) 2
 KV6604  NGVD 29 (10/04/91)  116.2    (m)          381.     (f) GPS OBS        
 KV6604
 KV6604.Superseded values are not recommended for survey control.
 KV6604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6604.See file dsdata.txt to determine how the superseded data were derived.
 KV6604
 KV6604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4469699260(NAD 83)
 KV6604_MARKER: DD = SURVEY DISK
 KV6604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6604_SP_SET: CONCRETE POST
 KV6604_STAMPING: 188
 KV6604_MARK LOGO: NJ-035
 KV6604_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6604+STABILITY: SURFACE MOTION
 KV6604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6604+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6604
 KV6604  HISTORY     - Date     Condition        Report By
 KV6604  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6604
 KV6604                          STATION DESCRIPTION
 KV6604
 KV6604'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6604'THE STATION IS LOCATED IN WARREN TOWNSHIP, ON THE NORTHEAST SIDE OF
 KV6604'STIRLING ROAD, COUNTY ROAD 653.  TO REACH THE STATION FROM THE
 KV6604'JUNCTION OF INTERSTATE HIGHWAY I 78, EXIT 40, AND HILLCREST ROAD,
 KV6604'COUNTY ROAD 531, GO 1.44 KM (0.89 MI) SOUTH ON ROUTE 531 ROAD TO THE
 KV6604'JUNCTION WITH VALLEY ROAD, COUNTY ROAD 527, TURN RIGHT AND GO 0.08 KM
 KV6604'(0.05 MI) WEST ON VALLEY ROAD TO THE JUNCTION WITH STIRLING ROAD,
 KV6604'COUNTY ROAD 653, CONTINUE 0.64 KM (0.40 MI) SOUTHWEST ON ROUTE 653 TO
 KV6604'A CURVE NORTHWEST, GO 1.36 KM (0.85 MI) FURTHER ON ROUTE 653 TO THE
 KV6604'CHANTICLER CHATEAU RESTAURANT AND THE STATION ON THE RIGHT.  THE
 KV6604'STATION IS ALSO 2.88 KM (1.79 MI) SOUTH ON STIRLING ROAD FROM THE
 KV6604'BRIDGE SPANNING THE PASSAIC RIVER, THE SOMERSET AND MORRIS COUNTY
 KV6604'LINE.  THE STATION IS 1.5 M (4.92 FT) NORTHEAST OF THE EDGE OF PAVING
 KV6604', 6.05 M (19.85 FT) NORTHEAST OF THE STIRLING ROAD CENTERLINE, 11.5 M
 KV6604'(37.73 FT) NORTHEAST OF POLE JC 4454 WN, 4.45 M (14.60 FT) NORTHWEST
 KV6604'OF A MANHOLE, 3.0 M (9.84 FT) SOUTH SOUTHWEST OF A SPLIT RAIL FENCE,
 KV6604'AND 20.5 M (67.26 FT) WEST NORTHWEST OF THE STEPS LEADING TO A 3.5
 KV6604'STORY BLOCK BUILDING, THE CHANTICLER CHATEAU.  THE STATION IS FLUSH
 KV6604'WITH THE GROUND.  DESCRIPTION BY NJGS RJK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6605 ***********************************************************************
 KV6605  DESIGNATION -  SC 189
 KV6605  PID         -  KV6605
 KV6605  STATE/COUNTY-  NJ/SOMERSET
 KV6605  USGS QUAD   -  CHATHAM (1981)
 KV6605
 KV6605                         *CURRENT SURVEY CONTROL
 KV6605  ___________________________________________________________________
 KV6605* NAD 83(1996)-  40 38 42.08671(N)    074 28 30.54632(W)     ADJUSTED  
 KV6605* NAVD 88     -       117.8    (meters)     386.     (feet)  VERTCON   
 KV6605  ___________________________________________________________________
 KV6605  X           -   1,297,176.013 (meters)                     COMP
 KV6605  Y           -  -4,669,600.649 (meters)                     COMP
 KV6605  Z           -   4,132,647.690 (meters)                     COMP
 KV6605  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 KV6605  ELLIP HEIGHT-          84.82  (meters)          (10/23/02) GPS OBS
 KV6605  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV6605
 KV6605  HORZ ORDER  -  SECOND
 KV6605  ELLP ORDER  -  FOURTH    CLASS I
 KV6605
 KV6605.The horizontal coordinates were established by GPS observations
 KV6605.and adjusted by the National Geodetic Survey in May 1999..
 KV6605
 KV6605.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6605
 KV6605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6605
 KV6605.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6605
 KV6605.The ellipsoidal height was determined by GPS observations
 KV6605.and is referenced to NAD 83.
 KV6605
 KV6605.The geoid height was determined by GEOID03.
 KV6605
 KV6605;                    North         East     Units Scale Factor Converg.
 KV6605;SPC NJ       -   201,131.558   152,101.577   MT  0.99990005   +0 00 58.3
 KV6605;SPC NJ       -   659,879.12    499,019.92   sFT  0.99990005   +0 00 58.3
 KV6605;UTM  18      - 4,499,484.979   544,376.601   MT  0.99962424   +0 20 30.8
 KV6605
 KV6605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6605!SPC NJ       -   0.99998669  x   0.99990005  =   0.99988675
 KV6605!UTM  18      -   0.99998669  x   0.99962424  =   0.99961094
 KV6605
 KV6605|---------------------------------------------------------------------|
 KV6605| PID    Reference Object                     Distance      Geod. Az  |
 KV6605|                                                           dddmmss.s |
 KV6605| KV6604 SC 188                              391.056 METERS 12528     |
 KV6605|---------------------------------------------------------------------|
 KV6605
 KV6605                          SUPERSEDED SURVEY CONTROL
 KV6605
 KV6605  ELLIP H (05/14/99)   84.84   (m)                       GP(       ) 4 1
 KV6605  NAD 83(1996)-  40 38 42.08603(N)    074 28 30.54717(W) AD(       ) 2
 KV6605  NAD 83(1986)-  40 38 42.08645(N)    074 28 30.54806(W) AD(       ) 2
 KV6605  NGVD 29 (10/04/91)  118.1    (m)          387.     (f) GPS OBS        
 KV6605
 KV6605.Superseded values are not recommended for survey control.
 KV6605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6605.See file dsdata.txt to determine how the superseded data were derived.
 KV6605
 KV6605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4437799485(NAD 83)
 KV6605_MARKER: DD = SURVEY DISK
 KV6605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6605_SP_SET: CONCRETE POST
 KV6605_STAMPING: 189
 KV6605_MARK LOGO: NJ-035
 KV6605_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6605+STABILITY: SURFACE MOTION
 KV6605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6605+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6605
 KV6605  HISTORY     - Date     Condition        Report By
 KV6605  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6605
 KV6605                          STATION DESCRIPTION
 KV6605
 KV6605'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6605'THE STATION IS LOCATED IN WARREN TOWNSHIP, ON THE SOUTHWEST SIDE OF
 KV6605'STIRLING ROAD, COUNTY ROAD 653.  TO REACH THE STATION FROM THE
 KV6605'JUNCTION OF INTERSTATE HIGHWAY I 78, EXIT 40, AND HILLCREST ROAD,
 KV6605'COUNTY ROAD 531, GO 1.44 KM (0.89 MI) SOUTH ON ROUTE 531 TO THE
 KV6605'JUNCTION WITH VALLEY ROAD, COUNTY ROAD 527, TURN RIGHT AND GO 0.08 KM
 KV6605'(0.05 MI) ON ROUTE 527 TO THE JUNCTION WITH STIRLING ROAD, COUNTY
 KV6605'ROAD 653, CONTINUE 0.64 KM (0.40 MI) SOUTHWEST ON ROUTE 653 TO A
 KV6605'CURVE BEARING TO THE NORTHWEST, GO 1.76 KM (1.09 MI) FURTHER
 KV6605'NORTHWEST UP THE SECOND WATCHUNG MOUNTAIN TO A SERVICE STATION, GULF
 KV6605'OIL, AND THE STATION ON THE LEFT.  THE STATION IS ALSO 2.48 KM
 KV6605'(1.54 MI) SOUTH ON STIRLING ROAD FROM THE BRIDGE SPANNING THE PASSAIC
 KV6605'RIVER, THE SOMERSET AND MORRIS COUNTY LINE.  THE STATION IS 2.0 M
 KV6605'(6.56 FT) SOUTHWEST OF THE STIRLING ROAD CURBLINE, 9.3 M (30.51 FT)
 KV6605'SOUTHWEST OF THE STIRLING ROAD CENTERLINE, 30.5 M (100.07 FT)
 KV6605'SOUTHEAST OF POLE BT 40024 WN, 6.95 M (22.80 FT) WEST OF POLE BT 40025
 KV6605'WN AND 40.5 M (132.87 FT) NORTHWEST OF THE COMMUNITY PLACE
 KV6605'CENTERLINE.  THE STATION IS 0.1 M (0.33 FT) BELOW THE GROUND.
 KV6605'DESCRIPTION BY NJGS RJK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6606 ***********************************************************************
 KV6606  DESIGNATION -  SC 190
 KV6606  PID         -  KV6606
 KV6606  STATE/COUNTY-  NJ/SOMERSET
 KV6606  USGS QUAD   -  CHATHAM (1981)
 KV6606
 KV6606                         *CURRENT SURVEY CONTROL
 KV6606  ___________________________________________________________________
 KV6606* NAD 83(1996)-  40 38 17.37390(N)    074 27 06.92678(W)     ADJUSTED  
 KV6606* NAVD 88     -        56.6    (meters)     186.     (feet)  VERTCON   
 KV6606  ___________________________________________________________________
 KV6606  X           -   1,299,189.606 (meters)                     COMP
 KV6606  Y           -  -4,669,508.022 (meters)                     COMP
 KV6606  Z           -   4,132,029.418 (meters)                     COMP
 KV6606  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 KV6606  ELLIP HEIGHT-          23.66  (meters)          (10/23/02) GPS OBS
 KV6606  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KV6606
 KV6606  HORZ ORDER  -  SECOND
 KV6606  ELLP ORDER  -  FOURTH    CLASS I
 KV6606
 KV6606.The horizontal coordinates were established by GPS observations
 KV6606.and adjusted by the National Geodetic Survey in May 1999..
 KV6606
 KV6606.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6606
 KV6606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6606
 KV6606.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6606
 KV6606.The ellipsoidal height was determined by GPS observations
 KV6606.and is referenced to NAD 83.
 KV6606
 KV6606.The geoid height was determined by GEOID03.
 KV6606
 KV6606;                    North         East     Units Scale Factor Converg.
 KV6606;SPC NJ       -   200,370.148   154,066.507   MT  0.99990020   +0 01 52.7
 KV6606;SPC NJ       -   657,381.06    505,466.53   sFT  0.99990020   +0 01 52.7
 KV6606;UTM  18      - 4,498,734.956   546,345.285   MT  0.99962644   +0 21 25.0
 KV6606
 KV6606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6606!SPC NJ       -   0.99999629  x   0.99990020  =   0.99989649
 KV6606!UTM  18      -   0.99999629  x   0.99962644  =   0.99962273
 KV6606
 KV6606:                Primary Azimuth Mark                     Grid Az
 KV6606:SPC NJ       -  SC 191                                   241 47 23.7
 KV6606:UTM  18      -  SC 191                                   241 27 51.4
 KV6606
 KV6606|---------------------------------------------------------------------|
 KV6606| PID    Reference Object                     Distance      Geod. Az  |
 KV6606|                                                           dddmmss.s |
 KV6606| KV6607 SC 191                              425.771 METERS 2414916.4 |
 KV6606|---------------------------------------------------------------------|
 KV6606
 KV6606                          SUPERSEDED SURVEY CONTROL
 KV6606
 KV6606  ELLIP H (05/14/99)   23.67   (m)                       GP(       ) 4 1
 KV6606  NAD 83(1996)-  40 38 17.37335(N)    074 27 06.92749(W) AD(       ) 2
 KV6606  NAD 83(1986)-  40 38 17.37383(N)    074 27 06.92851(W) AD(       ) 2
 KV6606  NGVD 29 (10/04/91)   56.9    (m)          187.     (f) GPS OBS        
 KV6606
 KV6606.Superseded values are not recommended for survey control.
 KV6606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6606.See file dsdata.txt to determine how the superseded data were derived.
 KV6606
 KV6606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4634598735(NAD 83)
 KV6606_MARKER: DD = SURVEY DISK
 KV6606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6606_SP_SET: CONCRETE POST
 KV6606_STAMPING: 190
 KV6606_MARK LOGO: NJ-035
 KV6606_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6606+STABILITY: SURFACE MOTION
 KV6606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6606+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6606
 KV6606  HISTORY     - Date     Condition        Report By
 KV6606  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6606
 KV6606                          STATION DESCRIPTION
 KV6606
 KV6606'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6606'THE STATION IS LOCATED IN THE BOROUGH OF WATCHUNG, ON THE NORTHEAST
 KV6606'SIDE OF STIRLING ROAD, COUNTY ROAD 653.  TO REACH THE STATION FROM
 KV6606'THE JUNCTION OF INTERSTATE HIGHWAY I 78, EXIT 40, AND HILLCREST ROAD,
 KV6606'COUNTY ROAD 531, GO 1.44 KM (0.89 MI) SOUTH ON ROUTE 531 TO THE
 KV6606'JUNCTION WITH VALLEY ROAD, COUNTY ROAD 527, TURN RIGHT AND GO 0.08 KM
 KV6606'(0.05 MI) ON ROUTE 527 TO A 2 STORY OFFICE BUILDING, NUMBER 40, AT
 KV6606'THE JUNCTION WITH STIRLING ROAD, AND THE STATION ON THE RIGHT.  IT IS
 KV6606'2.1 M (6.89 FT) NORTHEAST OF THE STIRLING ROAD CURBLINE, 0.3 M
 KV6606'(0.98 FT) NORTHEAST OF THE SIDEWALK EDGE, 15.9 M (52.17 FT) EAST
 KV6606'SOUTHEAST OF POLE 60936 WG, 27.2 M (89.24 FT) NORTHWEST OF POLE 1901
 KV6606'WG AND 4.2 M (13.78 FT) SOUTHEAST OF THE SOUTH CORNER OF THE SPILLWAY
 KV6606'TO A DETENTION BASIN.  THE STATION IS 0.1 M (0.33 FT) BELOW THE
 KV6606'GROUND.  DESCRIPTION BY NJGS RJK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6607 ***********************************************************************
 KV6607  DESIGNATION -  SC 191
 KV6607  PID         -  KV6607
 KV6607  STATE/COUNTY-  NJ/SOMERSET
 KV6607  USGS QUAD   -  CHATHAM (1981)
 KV6607
 KV6607                         *CURRENT SURVEY CONTROL
 KV6607  ___________________________________________________________________
 KV6607* NAD 83(1996)-  40 38 10.85550(N)    074 27 22.89810(W)     ADJUSTED  
 KV6607* NAVD 88     -        67.4    (meters)     221.     (feet)  VERTCON   
 KV6607  ___________________________________________________________________
 KV6607  X           -   1,298,865.329 (meters)                     COMP
 KV6607  Y           -  -4,669,742.677 (meters)                     COMP
 KV6607  Z           -   4,131,883.883 (meters)                     COMP
 KV6607  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 KV6607  ELLIP HEIGHT-          34.48  (meters)          (10/23/02) GPS OBS
 KV6607  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KV6607
 KV6607  HORZ ORDER  -  SECOND
 KV6607  ELLP ORDER  -  FOURTH    CLASS I
 KV6607
 KV6607.The horizontal coordinates were established by GPS observations
 KV6607.and adjusted by the National Geodetic Survey in May 1999..
 KV6607
 KV6607.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6607
 KV6607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6607
 KV6607.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6607
 KV6607.The ellipsoidal height was determined by GPS observations
 KV6607.and is referenced to NAD 83.
 KV6607
 KV6607.The geoid height was determined by GEOID03.
 KV6607
 KV6607;                    North         East     Units Scale Factor Converg.
 KV6607;SPC NJ       -   200,168.903   153,691.347   MT  0.99990017   +0 01 42.3
 KV6607;SPC NJ       -   656,720.81    504,235.69   sFT  0.99990017   +0 01 42.3
 KV6607;UTM  18      - 4,498,531.638   545,971.377   MT  0.99962601   +0 21 14.6
 KV6607
 KV6607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6607!SPC NJ       -   0.99999459  x   0.99990017  =   0.99989476
 KV6607!UTM  18      -   0.99999459  x   0.99962601  =   0.99962060
 KV6607
 KV6607:                Primary Azimuth Mark                     Grid Az
 KV6607:SPC NJ       -  SC 190                                   061 47 23.6
 KV6607:UTM  18      -  SC 190                                   061 27 51.3
 KV6607
 KV6607|---------------------------------------------------------------------|
 KV6607| PID    Reference Object                     Distance      Geod. Az  |
 KV6607|                                                           dddmmss.s |
 KV6607| KV6606 SC 190                              425.771 METERS 0614905.9 |
 KV6607|---------------------------------------------------------------------|
 KV6607
 KV6607                          SUPERSEDED SURVEY CONTROL
 KV6607
 KV6607  ELLIP H (05/14/99)   34.50   (m)                       GP(       ) 4 1
 KV6607  NAD 83(1996)-  40 38 10.85496(N)    074 27 22.89881(W) AD(       ) 2
 KV6607  NAD 83(1986)-  40 38 10.85542(N)    074 27 22.89986(W) AD(       ) 2
 KV6607  NGVD 29 (10/04/91)   67.7    (m)          222.     (f) GPS OBS        
 KV6607
 KV6607.Superseded values are not recommended for survey control.
 KV6607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6607.See file dsdata.txt to determine how the superseded data were derived.
 KV6607
 KV6607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4597198532(NAD 83)
 KV6607_MARKER: DD = SURVEY DISK
 KV6607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6607_SP_SET: CONCRETE POST
 KV6607_STAMPING: 191
 KV6607_MARK LOGO: NJ-035
 KV6607_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6607+STABILITY: SURFACE MOTION
 KV6607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6607+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6607
 KV6607  HISTORY     - Date     Condition        Report By
 KV6607  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6607
 KV6607                          STATION DESCRIPTION
 KV6607
 KV6607'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6607'THE STATION IS LOCATED IN THE BOROUGH OF WATCHUNG, ON THE SOUTHEAST
 KV6607'SIDE OF STIRLING ROAD, COUNTY ROAD 653.  TO REACH THE STATION FROM
 KV6607'THE JUNCTION OF INTERSTATE HIGHWAY I 78, EXIT 40, AND HILLCREST ROAD,
 KV6607'COUNTY ROAD 531, GO 1.44 KM (0.89 MI) SOUTH ON ROUTE 531 TO THE
 KV6607'JUNCTION WITH VALLEY ROAD, COUNTY ROAD 527, TURN RIGHT AND GO 0.08 KM
 KV6607'(0.05 MI) ON VALLEY ROAD TO THE JUNCTION WITH STIRLING ROAD, CONTINUE
 KV6607'0.40 KM (0.25 MI) SOUTHWEST ON STIRLING ROAD TO THE STATION ON THE
 KV6607'LEFT.  IT IS ON THE SOUTHEAST SIDE OF STIRLING ROAD ON THE EXTENDED
 KV6607'CENTERLINE OF LAKE VIEW DRIVE.  THE STATION IS 5.2 M (17.06 FT) SOUTH
 KV6607'SOUTHEAST OF THE STIRLING ROAD CENTERLINE, 5.2 M (17.06 FT) SOUTH OF
 KV6607'A MANHOLE, 6.3 M (20.67 FT) WEST OF POLE 60522 WG, 14.55 M
 KV6607'(47.74 FT) NORTHEAST OF THE NORTHWEST CORNER OF A 1.5 STORY BRICK
 KV6607'HOUSE, NUMBER 153 AND 14.7 M (48.23 FT) EAST OF A FIRE HYDRANT.  THE
 KV6607'STATION IS FLUSH WITH THE GROUND.  DESCRIPTION BY NJGS RJK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6608 ***********************************************************************
 KV6608  DESIGNATION -  SC 192
 KV6608  PID         -  KV6608
 KV6608  STATE/COUNTY-  NJ/SOMERSET
 KV6608  USGS QUAD   -  CHATHAM (1981)
 KV6608
 KV6608                         *CURRENT SURVEY CONTROL
 KV6608  ___________________________________________________________________
 KV6608* NAD 83(1996)-  40 40 00.91690(N)    074 27 09.02602(W)     ADJUSTED  
 KV6608* NAVD 88     -        73.6    (meters)     241.     (feet)  GPS OBS   
 KV6608  ___________________________________________________________________
 KV6608  X           -   1,298,587.822 (meters)                     COMP
 KV6608  Y           -  -4,667,529.060 (meters)                     COMP
 KV6608  Z           -   4,134,463.673 (meters)                     COMP
 KV6608  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 KV6608  ELLIP HEIGHT-          40.68  (meters)          (10/23/02) GPS OBS
 KV6608  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KV6608
 KV6608  HORZ ORDER  -  FIRST
 KV6608  ELLP ORDER  -  FOURTH    CLASS I
 KV6608
 KV6608.The horizontal coordinates were established by GPS observations
 KV6608.and adjusted by the National Geodetic Survey in May 1999..
 KV6608
 KV6608.The orthometric height was determined by GPS observations and a
 KV6608.high-resolution geoid model.
 KV6608
 KV6608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6608
 KV6608.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6608
 KV6608.The ellipsoidal height was determined by GPS observations
 KV6608.and is referenced to NAD 83.
 KV6608
 KV6608.The geoid height was determined by GEOID03.
 KV6608
 KV6608;                    North         East     Units Scale Factor Converg.
 KV6608;SPC NJ       -   203,563.735   154,015.459   MT  0.99990020   +0 01 51.4
 KV6608;SPC NJ       -   667,858.69    505,299.05   sFT  0.99990020   +0 01 51.4
 KV6608;UTM  18      - 4,501,927.327   546,276.101   MT  0.99962636   +0 21 24.4
 KV6608
 KV6608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6608!SPC NJ       -   0.99999362  x   0.99990020  =   0.99989382
 KV6608!UTM  18      -   0.99999362  x   0.99962636  =   0.99961998
 KV6608
 KV6608:                Primary Azimuth Mark                     Grid Az
 KV6608:SPC NJ       -  SC 193                                   262 55 54.7
 KV6608:UTM  18      -  SC 193                                   262 36 21.7
 KV6608
 KV6608|---------------------------------------------------------------------|
 KV6608| PID    Reference Object                     Distance      Geod. Az  |
 KV6608|                                                           dddmmss.s |
 KV6608| KV6609 SC 193                              496.455 METERS 2625746.1 |
 KV6608|---------------------------------------------------------------------|
 KV6608
 KV6608                          SUPERSEDED SURVEY CONTROL
 KV6608
 KV6608  ELLIP H (05/14/99)   40.70   (m)                       GP(       ) 4 1
 KV6608  NAD 83(1996)-  40 40 00.91610(N)    074 27 09.02695(W) AD(       ) 1
 KV6608  NAD 83(1986)-  40 40 00.91630(N)    074 27 09.02785(W) AD(       ) 1
 KV6608  NAD 83(1986)-  40 40 00.91630(N)    074 27 09.02785(W) AD(       ) 2
 KV6608  NGVD 29 (10/04/91)   73.9    (m)          242.     (f) GPS OBS        
 KV6608
 KV6608.Superseded values are not recommended for survey control.
 KV6608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6608.See file dsdata.txt to determine how the superseded data were derived.
 KV6608
 KV6608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4627601927(NAD 83)
 KV6608_MARKER: DD = SURVEY DISK
 KV6608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6608_STAMPING: 192
 KV6608_MARK LOGO: NJ-035
 KV6608_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6608+STABILITY: SURFACE MOTION
 KV6608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6608+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1993
 KV6608
 KV6608  HISTORY     - Date     Condition        Report By
 KV6608  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6608  HISTORY     - 19900207 GOOD
 KV6608  HISTORY     - 19921030 GOOD             NJGS
 KV6608  HISTORY     - 19930121 GOOD
 KV6608
 KV6608                          STATION DESCRIPTION
 KV6608
 KV6608'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6608'THE STATION IS LOCATED IN BERKELEY HEIGHTS TOWNSHIP, ON THE SOUTH SIDE
 KV6608'OF MOUNTAIN AVENUE, BETWEEN THE CURB AND SIDEWALK.  TO REACH THE
 KV6608'STATION FROM THE JUNCTION OF HILLCREST ROAD, COUNTY ROAD 531, AND
 KV6608'INTERSTATE HIGHWAY I 78, EXIT 40, GO 1.6 KM (0.99 MI) NORTH ON
 KV6608'HILLCREST ROAD TO ITS JUNCTION WITH MOUNTAIN AVENUE, COUNTY ROAD 622,
 KV6608'TURN RIGHT AND GO 0.48 KM (0.30 MI) ON MOUNTAIN AVENUE TO HOUSE
 KV6608'NUMBER 1020 AND THE STATION ON THE RIGHT.  IT IS 25.6 M (83.99 FT)
 KV6608'WEST FROM THE KENT DRIVE CENTERLINE, 5.7 M (18.70 FT) SOUTH FROM THE
 KV6608'MOUNTAIN AVENUE CENTERLINE AND 22.3 M (73.16 FT) EAST FROM THE CENTER
 KV6608'OF AN INLET IN MOUNTAIN AVENUE.  THE STATION IS 0.05 M (0.16 FT)
 KV6608'BELOW THE GROUND. DESCRIPTION BY NJGS SRB.
 KV6608
 KV6608                          STATION RECOVERY (1990)
 KV6608
 KV6608'RECOVERED 1990
 KV6608'RECOVERED IN GOOD CONDITION.
 KV6608
 KV6608                          STATION RECOVERY (1992)
 KV6608
 KV6608'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV6608'RECOVERED IN GOOD CONDITION.
 KV6608
 KV6608                          STATION RECOVERY (1993)
 KV6608
 KV6608'RECOVERED 1993
 KV6608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6609 ***********************************************************************
 KV6609  DESIGNATION -  SC 193
 KV6609  PID         -  KV6609
 KV6609  STATE/COUNTY-  NJ/SOMERSET
 KV6609  USGS QUAD   -  CHATHAM (1981)
 KV6609
 KV6609                         *CURRENT SURVEY CONTROL
 KV6609  ___________________________________________________________________
 KV6609* NAD 83(1996)-  40 39 58.94459(N)    074 27 30.00304(W)     ADJUSTED  
 KV6609* NAVD 88     -        77.4    (meters)     254.     (feet)  VERTCON   
 KV6609  ___________________________________________________________________
 KV6609  X           -   1,298,124.520 (meters)                     COMP
 KV6609  Y           -  -4,667,702.053 (meters)                     COMP
 KV6609  Z           -   4,134,419.982 (meters)                     COMP
 KV6609  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 KV6609  ELLIP HEIGHT-          44.45  (meters)          (10/23/02) GPS OBS
 KV6609  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KV6609
 KV6609  HORZ ORDER  -  SECOND
 KV6609  ELLP ORDER  -  FOURTH    CLASS I
 KV6609
 KV6609.The horizontal coordinates were established by GPS observations
 KV6609.and adjusted by the National Geodetic Survey in May 1999..
 KV6609
 KV6609.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6609
 KV6609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6609
 KV6609.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6609
 KV6609.The ellipsoidal height was determined by GPS observations
 KV6609.and is referenced to NAD 83.
 KV6609
 KV6609.The geoid height was determined by GEOID03.
 KV6609
 KV6609;                    North         East     Units Scale Factor Converg.
 KV6609;SPC NJ       -   203,502.652   153,522.826   MT  0.99990015   +0 01 37.7
 KV6609;SPC NJ       -   667,658.28    503,682.80   sFT  0.99990015   +0 01 37.7
 KV6609;UTM  18      - 4,501,863.461   545,783.958   MT  0.99962580   +0 21 10.7
 KV6609
 KV6609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6609!SPC NJ       -   0.99999303  x   0.99990015  =   0.99989318
 KV6609!UTM  18      -   0.99999303  x   0.99962580  =   0.99961883
 KV6609
 KV6609:                Primary Azimuth Mark                     Grid Az
 KV6609:SPC NJ       -  SC 192                                   082 55 54.7
 KV6609:UTM  18      -  SC 192                                   082 36 21.7
 KV6609
 KV6609|---------------------------------------------------------------------|
 KV6609| PID    Reference Object                     Distance      Geod. Az  |
 KV6609|                                                           dddmmss.s |
 KV6609| KV6608 SC 192                              496.455 METERS 0825732.4 |
 KV6609|---------------------------------------------------------------------|
 KV6609
 KV6609                          SUPERSEDED SURVEY CONTROL
 KV6609
 KV6609  ELLIP H (05/14/99)   44.47   (m)                       GP(       ) 4 1
 KV6609  NAD 83(1996)-  40 39 58.94377(N)    074 27 30.00397(W) AD(       ) 2
 KV6609  NAD 83(1986)-  40 39 58.94398(N)    074 27 30.00487(W) AD(       ) 2
 KV6609  NGVD 29 (10/04/91)   77.7    (m)          255.     (f) GPS OBS        
 KV6609
 KV6609.Superseded values are not recommended for survey control.
 KV6609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6609.See file dsdata.txt to determine how the superseded data were derived.
 KV6609
 KV6609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4578401863(NAD 83)
 KV6609_MARKER: DD = SURVEY DISK
 KV6609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6609_SP_SET: CONCRETE POST
 KV6609_STAMPING: 193
 KV6609_MARK LOGO: NJ-035
 KV6609_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6609+STABILITY: SURFACE MOTION
 KV6609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6609+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1990
 KV6609
 KV6609  HISTORY     - Date     Condition        Report By
 KV6609  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6609  HISTORY     - 19900208 GOOD
 KV6609
 KV6609                          STATION DESCRIPTION
 KV6609
 KV6609'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6609'THE STATION IS LOCATED IN WARREN TOWNSHIP, ON THE SOUTHWEST CORNER OF
 KV6609'THE JUNCTION OF MOUNTAIN AVENUE, COUNTY ROAD 622, AND HILLCREST ROAD,
 KV6609'COUNTY ROAD 531, IN THE TOWN OF UNION VILLAGE.  TO REACH THE STATION
 KV6609'FROM THE JUNCTION OF HILLCREST ROAD AND INTERSTATE HIGHWAY I 78, EXIT
 KV6609'40, GO 1.68 KM (1.04 MI) NORTH ON HILLCREST ROAD TO MOUNTAIN AVENUE
 KV6609'AND THE STATION ON THE LEFT.  IT IS 8.7 M (28.54 FT) WEST OF THE
 KV6609'CENTERLINE OF HILLCREST ROAD, 18.15 M (59.55 FT) EAST SOUTHEAST FROM
 KV6609'UTILITY POLE 4011 NN, 15.6 M (51.18 FT) SOUTH OF A FIRE HYDRANT AND
 KV6609'5.7 M (18.70 FT) SOUTHEAST OF THE NORTHWEST END OF THE HILLCREST ROAD
 KV6609'CURB.  THE STATION IS 0.1 M (0.33 FT) BELOW THE GROUND.  DESCRIPTION
 KV6609'BY NJGS RJK.
 KV6609
 KV6609                          STATION RECOVERY (1990)
 KV6609
 KV6609'RECOVERED 1990
 KV6609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6610 ***********************************************************************
 KV6610  DESIGNATION -  SC 194
 KV6610  PID         -  KV6610
 KV6610  STATE/COUNTY-  NJ/UNION
 KV6610  USGS QUAD   -  CHATHAM (1981)
 KV6610
 KV6610                         *CURRENT SURVEY CONTROL
 KV6610  ___________________________________________________________________
 KV6610* NAD 83(1996)-  40 39 35.55181(N)    074 25 16.34938(W)     ADJUSTED  
 KV6610* NAVD 88     -        86.5    (meters)     284.     (feet)  VERTCON   
 KV6610  ___________________________________________________________________
 KV6610  X           -   1,301,276.943 (meters)                     COMP
 KV6610  Y           -  -4,667,319.599 (meters)                     COMP
 KV6610  Z           -   4,133,878.637 (meters)                     COMP
 KV6610  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 KV6610  ELLIP HEIGHT-          53.69  (meters)          (10/23/02) GPS OBS
 KV6610  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV6610
 KV6610  HORZ ORDER  -  SECOND
 KV6610  ELLP ORDER  -  FOURTH    CLASS I
 KV6610
 KV6610.The horizontal coordinates were established by GPS observations
 KV6610.and adjusted by the National Geodetic Survey in May 1999..
 KV6610
 KV6610.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6610
 KV6610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6610
 KV6610.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6610
 KV6610.The ellipsoidal height was determined by GPS observations
 KV6610.and is referenced to NAD 83.
 KV6610
 KV6610.The geoid height was determined by GEOID03.
 KV6610
 KV6610;                    North         East     Units Scale Factor Converg.
 KV6610;SPC NJ       -   202,783.289   156,662.460   MT  0.99990055   +0 03 04.8
 KV6610;SPC NJ       -   665,298.17    513,983.42   sFT  0.99990055   +0 03 04.8
 KV6610;UTM  18      - 4,501,162.154   548,926.775   MT  0.99962946   +0 22 37.7
 KV6610
 KV6610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6610!SPC NJ       -   0.99999158  x   0.99990055  =   0.99989213
 KV6610!UTM  18      -   0.99999158  x   0.99962946  =   0.99962104
 KV6610
 KV6610:                Primary Azimuth Mark                     Grid Az
 KV6610:SPC NJ       -  SC 195                                   103 43 40.6
 KV6610:UTM  18      -  SC 195                                   103 24 07.7
 KV6610
 KV6610|---------------------------------------------------------------------|
 KV6610| PID    Reference Object                     Distance      Geod. Az  |
 KV6610|                                                           dddmmss.s |
 KV6610| KV6611 SC 195                              420.263 METERS 1034645.4 |
 KV6610|---------------------------------------------------------------------|
 KV6610
 KV6610                          SUPERSEDED SURVEY CONTROL
 KV6610
 KV6610  ELLIP H (05/14/99)   53.70   (m)                       GP(       ) 4 1
 KV6610  NAD 83(1996)-  40 39 35.55125(N)    074 25 16.35008(W) AD(       ) 2
 KV6610  NAD 83(1986)-  40 39 35.55185(N)    074 25 16.35085(W) AD(       ) 2
 KV6610  NGVD 29 (10/04/91)   86.8    (m)          285.     (f) GPS OBS        
 KV6610
 KV6610.Superseded values are not recommended for survey control.
 KV6610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6610.See file dsdata.txt to determine how the superseded data were derived.
 KV6610
 KV6610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4892701162(NAD 83)
 KV6610_MARKER: DD = SURVEY DISK
 KV6610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6610_SP_SET: CONCRETE POST
 KV6610_STAMPING: 194
 KV6610_MARK LOGO: NJ-035
 KV6610_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6610+STABILITY: SURFACE MOTION
 KV6610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6610+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6610
 KV6610  HISTORY     - Date     Condition        Report By
 KV6610  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6610
 KV6610                          STATION DESCRIPTION
 KV6610
 KV6610'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6610'THE STATION IS LOCATED IN THE BOROUGH OF BERKELEY HEIGHTS, ON THE
 KV6610'NORTHEAST SIDE OF PLAINFIELD AVENUE, AT THE NORTHWEST CORNER OF
 KV6610'PARKING LOT 12, ON THE SOUTHWEST SIDE OF THE JOHN E. RUNNELS
 KV6610'HOSPITAL.  TO REACH THE STATION FROM THE JUNCTION OF BONNIE BURN ROAD
 KV6610'AND U.S. HIGHWAY 22, IN UNION COUNTY AT THE UNION AND SOMERSET COUNTY
 KV6610'LINE, GO 2.08 KM (1.29 MI) NORTHWEST ON BONNIE BURN ROAD, CROSSING
 KV6610'GREEN BROOK AND THE COUNTY LINE, TO THE JUNCTION WITH VALLEY ROAD,
 KV6610'WHERE BONNIE BURN ROAD BECOMES PLAINFIELD AVENUE.  CONTINUE NORTHWEST
 KV6610'ON PLAINFIELD AVENUE, CROSSING THE SOMERSET AND UNION COUNTY LINE
 KV6610'INTO BERKELEY HEIGHTS TO THE JOHN E. RUNNELS HOSPITAL AND THE STATION
 KV6610'ON THE RIGHT.  THE ACCESS DRIVEWAY TO THE HOSPITAL IS 0.16 KM
 KV6610'(0.10 MI) NORTHWEST OF THE STATION.  THE STATION IS 26.9 M
 KV6610'(88.25 FT) EAST OF THE PLAINFIELD AVENUE CENTERLINE, 1.15 M
 KV6610'(3.77 FT) NORTH OF THE PARKING LOT CURB, 2.65 M (8.69 FT) NORTHEAST
 KV6610'OF THE NORTHWEST CORNER OF THE PARKING LOT, 33.0 M (108.27 FT) NORTH
 KV6610'OF POLE BT 315 BHT AND 24.5 M (80.38 FT) SOUTHEAST OF POLE BT 314
 KV6610'BHT.  THE STATION IS 0.1 M (0.33 FT) BELOW THE GROUND.  DESCRIPTION
 KV6610'BY NJGS RJK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6611 ***********************************************************************
 KV6611  DESIGNATION -  SC 195
 KV6611  PID         -  KV6611
 KV6611  STATE/COUNTY-  NJ/SOMERSET
 KV6611  USGS QUAD   -  CHATHAM (1981)
 KV6611
 KV6611                         *CURRENT SURVEY CONTROL
 KV6611  ___________________________________________________________________
 KV6611* NAD 83(1996)-  40 39 32.30637(N)    074 24 58.97380(W)     ADJUSTED  
 KV6611* NAVD 88     -        84.0    (meters)     276.     (feet)  GPS OBS   
 KV6611  ___________________________________________________________________
 KV6611  X           -   1,301,687.107 (meters)                     COMP
 KV6611  Y           -  -4,667,270.910 (meters)                     COMP
 KV6611  Z           -   4,133,801.012 (meters)                     COMP
 KV6611  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 KV6611  ELLIP HEIGHT-          51.11  (meters)          (10/23/02) GPS OBS
 KV6611  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV6611
 KV6611  HORZ ORDER  -  FIRST
 KV6611  ELLP ORDER  -  FOURTH    CLASS I
 KV6611
 KV6611.The horizontal coordinates were established by GPS observations
 KV6611.and adjusted by the National Geodetic Survey in May 1999..
 KV6611
 KV6611.The orthometric height was determined by GPS observations and a
 KV6611.high-resolution geoid model.
 KV6611
 KV6611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6611
 KV6611.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6611
 KV6611.The ellipsoidal height was determined by GPS observations
 KV6611.and is referenced to NAD 83.
 KV6611
 KV6611.The geoid height was determined by GEOID03.
 KV6611
 KV6611;                    North         East     Units Scale Factor Converg.
 KV6611;SPC NJ       -   202,683.566   157,070.678   MT  0.99990062   +0 03 16.1
 KV6611;SPC NJ       -   664,971.00    515,322.72   sFT  0.99990062   +0 03 16.1
 KV6611;UTM  18      - 4,501,064.780   549,335.442   MT  0.99962996   +0 22 49.0
 KV6611
 KV6611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6611!SPC NJ       -   0.99999198  x   0.99990062  =   0.99989260
 KV6611!UTM  18      -   0.99999198  x   0.99962996  =   0.99962195
 KV6611
 KV6611:                Primary Azimuth Mark                     Grid Az
 KV6611:SPC NJ       -  SC 196                                   166 23 31.8
 KV6611:UTM  18      -  SC 196                                   166 03 58.9
 KV6611
 KV6611|---------------------------------------------------------------------|
 KV6611| PID    Reference Object                     Distance      Geod. Az  |
 KV6611|                                                           dddmmss.s |
 KV6611| KV6612 SC 196                              APPROX. 1.4 KM 1662647.9 |
 KV6611| KV6610 SC 194                              420.263 METERS 2834656.7 |
 KV6611|---------------------------------------------------------------------|
 KV6611
 KV6611                          SUPERSEDED SURVEY CONTROL
 KV6611
 KV6611  ELLIP H (05/14/99)   51.13   (m)                       GP(       ) 4 1
 KV6611  NAD 83(1996)-  40 39 32.30580(N)    074 24 58.97449(W) AD(       ) 1
 KV6611  NAD 83(1986)-  40 39 32.30644(N)    074 24 58.97518(W) AD(       ) 1
 KV6611  NAD 83(1986)-  40 39 32.30644(N)    074 24 58.97518(W) AD(       ) 2
 KV6611  NGVD 29 (10/04/91)   84.2    (m)          276.     (f) GPS OBS        
 KV6611
 KV6611.Superseded values are not recommended for survey control.
 KV6611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6611.See file dsdata.txt to determine how the superseded data were derived.
 KV6611
 KV6611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4933501065(NAD 83)
 KV6611_MARKER: DD = SURVEY DISK
 KV6611_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV6611_SP_SET: CONCRETE JUNCTION BOX
 KV6611_STAMPING: 195
 KV6611_MARK LOGO: NJ-035
 KV6611_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6611+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1993
 KV6611
 KV6611  HISTORY     - Date     Condition        Report By
 KV6611  HISTORY     - 1990     MONUMENTED       NJGS
 KV6611  HISTORY     - 19920827 GOOD             NJGS
 KV6611  HISTORY     - 19921030 GOOD             NJGS
 KV6611  HISTORY     - 19930121 GOOD
 KV6611
 KV6611                          STATION DESCRIPTION
 KV6611
 KV6611'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6611'THE STATION IS LOCATED IN WATCHUNG BOROUGH, ON THE NORTHWEST SIDE OF
 KV6611'VALLEY ROAD, IN THE TRAFFIC ISLAND AT THE JUNCTION OF BONNIE BURN
 KV6611'ROAD, PLAINFIELD AVENUE, AND VALLEY ROAD, COUNTY ROAD 527.  TO REACH
 KV6611'THE STATION FROM THE JUNCTION OF BONNIE BURN ROAD AND U.S. HIGHWAY
 KV6611'22, IN UNION COUNTY, AT THE SOMERSET COUNTY LINE, GO 1.6 KM
 KV6611'(0.99 MI) NORTHWEST ON BONNIE BURN ROAD, TOWARD BERKELEY HEIGHTS AND
 KV6611'THE JOHN E. RUNNELS HOSPITAL, TO THE ISLAND AND THE STATION ON THE
 KV6611'LEFT.  IT IS 1.55 M (5.09 FT) SOUTHWEST OF THE CURBLINE OF BONNIE
 KV6611'BURN ROAD, 9.55 M (31.33 FT) SOUTHWEST OF THE BONNIE BURN ROAD
 KV6611'CENTERLINE, 2.9 M (9.51 FT) NORTHWEST OF THE VALLEY ROAD CURBLINE,
 KV6611'10.8 M (35.43 FT) NORTHWEST OF THE VALLEY ROAD CENTERLINE AND 2.9 M
 KV6611'(9.51 FT) NORTH OF A TRAFFIC SIGNAL POST.  THE STATION IS FLUSH IN
 KV6611'THE RIM OF A RECTANGULAR CONCRETE UTILITY BOX.  DESCRIPTION BY NJGS
 KV6611'RJK.
 KV6611
 KV6611                          STATION RECOVERY (1992)
 KV6611
 KV6611'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV6611'RECOVERED IN GOOD CONDITION.
 KV6611
 KV6611                          STATION RECOVERY (1992)
 KV6611
 KV6611'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV6611'RECOVERED IN GOOD CONDITION.
 KV6611
 KV6611                          STATION RECOVERY (1993)
 KV6611
 KV6611'RECOVERED 1993
 KV6611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6612 ***********************************************************************
 KV6612  DESIGNATION -  SC 196
 KV6612  PID         -  KV6612
 KV6612  STATE/COUNTY-  NJ/SOMERSET
 KV6612  USGS QUAD   -  CHATHAM (1981)
 KV6612
 KV6612                         *CURRENT SURVEY CONTROL
 KV6612  ___________________________________________________________________
 KV6612* NAD 83(1996)-  40 38 47.53711(N)    074 24 44.80495(W)     ADJUSTED  
 KV6612* NAVD 88     -        49.9    (meters)     164.     (feet)  GPS OBS   
 KV6612  ___________________________________________________________________
 KV6612  X           -   1,302,242.514 (meters)                     COMP
 KV6612  Y           -  -4,668,023.160 (meters)                     COMP
 KV6612  Z           -   4,132,731.100 (meters)                     COMP
 KV6612  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 KV6612  ELLIP HEIGHT-          17.03  (meters)          (10/23/02) GPS OBS
 KV6612  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV6612
 KV6612  HORZ ORDER  -  FIRST
 KV6612  ELLP ORDER  -  FOURTH    CLASS I
 KV6612
 KV6612.The horizontal coordinates were established by GPS observations
 KV6612.and adjusted by the National Geodetic Survey in May 1999..
 KV6612
 KV6612.The orthometric height was determined by GPS observations and a
 KV6612.high-resolution geoid model.
 KV6612
 KV6612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6612
 KV6612.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6612
 KV6612.The ellipsoidal height was determined by GPS observations
 KV6612.and is referenced to NAD 83.
 KV6612
 KV6612.The geoid height was determined by GEOID03.
 KV6612
 KV6612;                    North         East     Units Scale Factor Converg.
 KV6612;SPC NJ       -   201,303.055   157,404.859   MT  0.99990067   +0 03 25.3
 KV6612;SPC NJ       -   660,441.77    516,419.11   sFT  0.99990067   +0 03 25.3
 KV6612;UTM  18      - 4,499,686.564   549,677.373   MT  0.99963038   +0 22 57.8
 KV6612
 KV6612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6612!SPC NJ       -   0.99999733  x   0.99990067  =   0.99989800
 KV6612!UTM  18      -   0.99999733  x   0.99963038  =   0.99962771
 KV6612
 KV6612:                Primary Azimuth Mark                     Grid Az
 KV6612:SPC NJ       -  SC 195                                   346 23 31.8
 KV6612:UTM  18      -  SC 195                                   346 03 59.3
 KV6612
 KV6612|---------------------------------------------------------------------|
 KV6612| PID    Reference Object                     Distance      Geod. Az  |
 KV6612|                                                           dddmmss.s |
 KV6612| KV6611 SC 195                              APPROX. 1.4 KM 3462657.1 |
 KV6612|---------------------------------------------------------------------|
 KV6612
 KV6612                          SUPERSEDED SURVEY CONTROL
 KV6612
 KV6612  ELLIP H (05/14/99)   17.04   (m)                       GP(       ) 4 1
 KV6612  NAD 83(1996)-  40 38 47.53658(N)    074 24 44.80558(W) AD(       ) 1
 KV6612  NAD 83(1986)-  40 38 47.53687(N)    074 24 44.80720(W) AD(       ) 1
 KV6612  NAD 83(1986)-  40 38 47.53687(N)    074 24 44.80720(W) AD(       ) 2
 KV6612  NGVD 29 (10/04/91)   50.2    (m)          165.     (f) GPS OBS        
 KV6612
 KV6612.Superseded values are not recommended for survey control.
 KV6612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6612.See file dsdata.txt to determine how the superseded data were derived.
 KV6612
 KV6612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4967799687(NAD 83)
 KV6612_MARKER: DD = SURVEY DISK
 KV6612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6612_STAMPING: SC 196
 KV6612_MARK LOGO: NJ-035
 KV6612_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6612+STABILITY: SURFACE MOTION
 KV6612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6612+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2002
 KV6612
 KV6612  HISTORY     - Date     Condition        Report By
 KV6612  HISTORY     - 1990     MONUMENTED       NJGS
 KV6612  HISTORY     - 19920827 GOOD             NJGS
 KV6612  HISTORY     - 19921030 GOOD             NJGS
 KV6612  HISTORY     - 19930121 GOOD
 KV6612  HISTORY     - 20020614 GOOD             AASCO
 KV6612
 KV6612                          STATION DESCRIPTION
 KV6612
 KV6612'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6612'THE STATION IS LOCATED IN WATCHUNG BOROUGH, ON THE GROUNDS OF THE
 KV6612'MOUNT SAINT MARY ACADEMY.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6612'U.S. HIGHWAY 22 AND TERRILL ROAD, GO 0.24 KM (0.15 MI) NORTHWEST ON A
 KV6612'ROAD, TERRILL ROAD EXTENDED, LEADING TO THE ACADEMY AND THE STATION
 KV6612'ON THE LEFT.  IT IS 0.4 M (1.31 FT) SOUTHWEST OF THE SOUTHWEST EDGE
 KV6612'OF THE SIDEWALK LEADING TO THE ACADEMY, 11.1 M (36.42 FT) SOUTHWEST
 KV6612'OF THE OF THE ACCESS ROAD CENTERLINE, 22.1 M (72.51 FT) NORTHEAST OF
 KV6612'THE NORTHERN MOST FORSYTHIA BUSH ON THE SOUTHWEST SIDE OF THE ROAD
 KV6612'AND 60.6 M (198.82 FT) SOUTH OF THE CENTER OF A SACRED HEART SHRINE
 KV6612'FIGURE.  THE STATION IS 0.1 M (0.33 FT) BELOW THE SIDEWALK.
 KV6612'DESCRIPTION BY NJGS RJK.
 KV6612
 KV6612                          STATION RECOVERY (1992)
 KV6612
 KV6612'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV6612'RECOVERED IN GOOD CONDITION.
 KV6612
 KV6612                          STATION RECOVERY (1992)
 KV6612
 KV6612'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV6612'RECOVERED IN GOOD CONDITION.
 KV6612
 KV6612                          STATION RECOVERY (1993)
 KV6612
 KV6612'RECOVERED 1993
 KV6612'RECOVERED IN GOOD CONDITION.
 KV6612
 KV6612                          STATION RECOVERY (2002)
 KV6612
 KV6612'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (GLB)
 KV6612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6613 ***********************************************************************
 KV6613  DESIGNATION -  SC 197
 KV6613  PID         -  KV6613
 KV6613  STATE/COUNTY-  NJ/UNION
 KV6613  USGS QUAD   -  CHATHAM (1981)
 KV6613
 KV6613                         *CURRENT SURVEY CONTROL
 KV6613  ___________________________________________________________________
 KV6613* NAD 83(1996)-  40 38 39.69020(N)    074 24 30.11172(W)     ADJUSTED  
 KV6613* NAVD 88     -        42.5    (meters)     139.     (feet)  VERTCON   
 KV6613  ___________________________________________________________________
 KV6613  X           -   1,302,615.903 (meters)                     COMP
 KV6613  Y           -  -4,668,076.831 (meters)                     COMP
 KV6613  Z           -   4,132,542.617 (meters)                     COMP
 KV6613  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 KV6613  ELLIP HEIGHT-           9.62  (meters)          (10/23/02) GPS OBS
 KV6613  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV6613
 KV6613  HORZ ORDER  -  SECOND
 KV6613  ELLP ORDER  -  FOURTH    CLASS I
 KV6613
 KV6613.The horizontal coordinates were established by GPS observations
 KV6613.and adjusted by the National Geodetic Survey in May 1999..
 KV6613
 KV6613.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6613
 KV6613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6613
 KV6613.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6613
 KV6613.The ellipsoidal height was determined by GPS observations
 KV6613.and is referenced to NAD 83.
 KV6613
 KV6613.The geoid height was determined by GEOID03.
 KV6613
 KV6613;                    North         East     Units Scale Factor Converg.
 KV6613;SPC NJ       -   201,061.382   157,750.298   MT  0.99990074   +0 03 34.9
 KV6613;SPC NJ       -   659,648.88    517,552.44   sFT  0.99990074   +0 03 34.9
 KV6613;UTM  18      - 4,499,446.924   550,024.087   MT  0.99963080   +0 23 07.4
 KV6613
 KV6613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6613!SPC NJ       -   0.99999849  x   0.99990074  =   0.99989923
 KV6613!UTM  18      -   0.99999849  x   0.99963080  =   0.99962929
 KV6613
 KV6613:                Primary Azimuth Mark                     Grid Az
 KV6613:SPC NJ       -  SC 196                                   304 58 37.4
 KV6613:UTM  18      -  SC 196                                   304 39 04.9
 KV6613
 KV6613|---------------------------------------------------------------------|
 KV6613| PID    Reference Object                     Distance      Geod. Az  |
 KV6613|                                                           dddmmss.s |
 KV6613| KV6612 SC 196                              421.627 METERS 3050212.3 |
 KV6613|---------------------------------------------------------------------|
 KV6613
 KV6613                          SUPERSEDED SURVEY CONTROL
 KV6613
 KV6613  ELLIP H (05/14/99)    9.63   (m)                       GP(       ) 4 1
 KV6613  NAD 83(1996)-  40 38 39.68968(N)    074 24 30.11234(W) AD(       ) 2
 KV6613  NAD 83(1986)-  40 38 39.69000(N)    074 24 30.11389(W) AD(       ) 2
 KV6613  NGVD 29 (10/04/91)   42.8    (m)          140.     (f) GPS OBS        
 KV6613
 KV6613.Superseded values are not recommended for survey control.
 KV6613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6613.See file dsdata.txt to determine how the superseded data were derived.
 KV6613
 KV6613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5002499447(NAD 83)
 KV6613_MARKER: DD = SURVEY DISK
 KV6613_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6613_SP_SET: BRIDGE ABUTMENT
 KV6613_STAMPING: 197
 KV6613_MARK LOGO: NJ-035
 KV6613_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6613+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6613
 KV6613  HISTORY     - Date     Condition        Report By
 KV6613  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6613
 KV6613                          STATION DESCRIPTION
 KV6613
 KV6613'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6613'THE STATION IS LOCATED IN SCOTCH PLAINS BOROUGH, ON THE NORTHEAST SIDE
 KV6613'OF TERRILL ROAD, ATOP THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF
 KV6613'THE BRIDGE SPANNING GREEN BROOK, WHICH IS THE COUNTY LINE.  TO REACH
 KV6613'THE STATION FROM THE JUNCTION OF TERRILL ROAD AND U.S. HIGHWAY 22, IN
 KV6613'WATCHUNG BOROUGH, GO 0.16 KM (0.10 MI) SOUTHEAST ON TERRILL ROAD TO
 KV6613'GREEN BROOK AND THE STATION ON THE LEFT.  IT IS 0.9 M (2.95 FT)
 KV6613'NORTHEAST OF THE TERRILL ROAD CURBLINE, 11.6 M (38.06 FT) SOUTHEAST OF
 KV6613'THE CENTER OF THE SPAN AND 8.25 M (27.07 FT) NORTH OF POLE E 63990 S.
 KV6613'THE STATION IS LEVEL WITH THE SIDEWALK. DESCRIPTION BY NJGS RJK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6614 ***********************************************************************
 KV6614  DESIGNATION -  SC 198
 KV6614  PID         -  KV6614
 KV6614  STATE/COUNTY-  NJ/SOMERSET
 KV6614  USGS QUAD   -  PLAINFIELD (1995)
 KV6614
 KV6614                         *CURRENT SURVEY CONTROL
 KV6614  ___________________________________________________________________
 KV6614* NAD 83(1996)-  40 36 51.18256(N)    074 26 46.12346(W)     ADJUSTED  
 KV6614* NAVD 88     -        21.7    (meters)      71.     (feet)  VERTCON   
 KV6614  ___________________________________________________________________
 KV6614  X           -   1,300,117.645 (meters)                     COMP
 KV6614  Y           -  -4,671,019.186 (meters)                     COMP
 KV6614  Z           -   4,129,988.826 (meters)                     COMP
 KV6614  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 KV6614  ELLIP HEIGHT-         -11.23  (meters)          (10/23/02) GPS OBS
 KV6614  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KV6614
 KV6614  HORZ ORDER  -  SECOND
 KV6614  ELLP ORDER  -  FOURTH    CLASS I
 KV6614
 KV6614.The horizontal coordinates were established by GPS observations
 KV6614.and adjusted by the National Geodetic Survey in May 1999..
 KV6614
 KV6614.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6614
 KV6614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6614
 KV6614.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6614
 KV6614.The ellipsoidal height was determined by GPS observations
 KV6614.and is referenced to NAD 83.
 KV6614
 KV6614.The geoid height was determined by GEOID03.
 KV6614
 KV6614;                    North         East     Units Scale Factor Converg.
 KV6614;SPC NJ       -   197,712.012   154,556.926   MT  0.99990026   +0 02 06.2
 KV6614;SPC NJ       -   648,660.16    507,075.51   sFT  0.99990026   +0 02 06.2
 KV6614;UTM  18      - 4,496,080.376   546,850.662   MT  0.99962702   +0 21 38.0
 KV6614
 KV6614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6614!SPC NJ       -   1.00000176  x   0.99990026  =   0.99990202
 KV6614!UTM  18      -   1.00000176  x   0.99962702  =   0.99962878
 KV6614
 KV6614|---------------------------------------------------------------------|
 KV6614| PID    Reference Object                     Distance      Geod. Az  |
 KV6614|                                                           dddmmss.s |
 KV6614| KV6615 SC 199                              370.216 METERS 21604     |
 KV6614|---------------------------------------------------------------------|
 KV6614
 KV6614                          SUPERSEDED SURVEY CONTROL
 KV6614
 KV6614  ELLIP H (05/14/99)  -11.22   (m)                       GP(       ) 4 1
 KV6614  NAD 83(1996)-  40 36 51.18204(N)    074 26 46.12413(W) AD(       ) 2
 KV6614  NAD 83(1986)-  40 36 51.18247(N)    074 26 46.12530(W) AD(       ) 2
 KV6614  NGVD 29 (10/04/91)   22.0    (m)           72.     (f) GPS OBS        
 KV6614
 KV6614.Superseded values are not recommended for survey control.
 KV6614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6614.See file dsdata.txt to determine how the superseded data were derived.
 KV6614
 KV6614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4685196080(NAD 83)
 KV6614_MARKER: DD = SURVEY DISK
 KV6614_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6614_SP_SET: CONCRETE SIDEWALK
 KV6614_STAMPING: 198
 KV6614_MARK LOGO: NJ-035
 KV6614_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6614+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6614
 KV6614  HISTORY     - Date     Condition        Report By
 KV6614  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6614
 KV6614                          STATION DESCRIPTION
 KV6614
 KV6614'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6614'THE STATION IS LOCATED IN NORTH PLAINFIELD BOROUGH, ON THE NORTHEAST
 KV6614'SIDE OF WEST END AVENUE, COUNTY ROAD 636, IN THE SIDEWALK OF THE
 KV6614'BRIDGE OVER STONY BROOK.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6614'STATE ROUTE 28, WEST FRONT STREET, AND GRANT AVENUE, IN SOUTH
 KV6614'PLAINFIELD BOROUGH, GO 1.04 KM (0.65 MI) NORTHWEST ON GRANT AVENUE,
 KV6614'CROSSING GREEN BROOK, THE COUNTY LINE, INTO NORTH PLAINFIELD BOROUGH,
 KV6614'WHERE GRANT AVENUE BECOMES WEST END AVENUE.  CONTINUE NORTHWEST TO
 KV6614'STONY BROOK AND THE STATION ON THE RIGHT.  TO REACH THE STATION FROM
 KV6614'THE JUNCTION OF WEST END AVENUE AND U.S. HIGHWAY 22, GO 0.64 KM
 KV6614'(0.40 MI) SOUTHEAST ON WEST END AVENUE TO THE BRIDGE AND THE STATION
 KV6614'ON THE LEFT.  IT IS 81.6 M (267.72 FT) SOUTHEAST OF THE GREENBROOK
 KV6614'ROAD CENTERLINE, COUNTY ROAD 636, 8.05 M (26.41 FT) NORTHWEST OF THE
 KV6614'CENTER OF STONY BROOK, 1.5 M (4.92 FT) NORTHEAST OF THE WEST END
 KV6614'AVENUE CURBLINE AND 1.55 M (5.09 FT) SOUTH OF THE NORTHWEST END OF
 KV6614'THE BRIDGE BALUSTRADE.  THE STATION IS FLUSH IN THE SIDEWALK.
 KV6614'DESCRIPTION BY NJGS RJK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6615 ***********************************************************************
 KV6615  DESIGNATION -  SC 199
 KV6615  PID         -  KV6615
 KV6615  STATE/COUNTY-  NJ/SOMERSET
 KV6615  USGS QUAD   -  PLAINFIELD (1995)
 KV6615
 KV6615                         *CURRENT SURVEY CONTROL
 KV6615  ___________________________________________________________________
 KV6615* NAD 83(1996)-  40 36 41.48084(N)    074 26 55.39516(W)     ADJUSTED  
 KV6615* NAVD 88     -        24.6    (meters)      81.     (feet)  VERTCON   
 KV6615  ___________________________________________________________________
 KV6615  X           -   1,299,960.480 (meters)                     COMP
 KV6615  Y           -  -4,671,267.356 (meters)                     COMP
 KV6615  Z           -   4,129,763.485 (meters)                     COMP
 KV6615  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 KV6615  ELLIP HEIGHT-          -8.41  (meters)          (10/23/02) GPS OBS
 KV6615  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KV6615
 KV6615  HORZ ORDER  -  SECOND
 KV6615  ELLP ORDER  -  FOURTH    CLASS I
 KV6615
 KV6615.The horizontal coordinates were established by GPS observations
 KV6615.and adjusted by the National Geodetic Survey in May 1999..
 KV6615
 KV6615.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6615
 KV6615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6615
 KV6615.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6615
 KV6615.The ellipsoidal height was determined by GPS observations
 KV6615.and is referenced to NAD 83.
 KV6615
 KV6615.The geoid height was determined by GEOID03.
 KV6615
 KV6615;                    North         East     Units Scale Factor Converg.
 KV6615;SPC NJ       -   197,412.651   154,339.176   MT  0.99990023   +0 02 00.2
 KV6615;SPC NJ       -   647,678.01    506,361.11   sFT  0.99990023   +0 02 00.2
 KV6615;UTM  18      - 4,495,779.865   546,634.675   MT  0.99962677   +0 21 31.9
 KV6615
 KV6615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6615!SPC NJ       -   1.00000132  x   0.99990023  =   0.99990155
 KV6615!UTM  18      -   1.00000132  x   0.99962677  =   0.99962809
 KV6615
 KV6615|---------------------------------------------------------------------|
 KV6615| PID    Reference Object                     Distance      Geod. Az  |
 KV6615|                                                           dddmmss.s |
 KV6615| KV6614 SC 198                              370.216 METERS 03604     |
 KV6615|---------------------------------------------------------------------|
 KV6615
 KV6615                          SUPERSEDED SURVEY CONTROL
 KV6615
 KV6615  ELLIP H (05/14/99)   -8.40   (m)                       GP(       ) 4 1
 KV6615  NAD 83(1996)-  40 36 41.48032(N)    074 26 55.39584(W) AD(       ) 2
 KV6615  NAD 83(1986)-  40 36 41.48078(N)    074 26 55.39700(W) AD(       ) 2
 KV6615  NGVD 29 (10/04/91)   24.8    (m)           81.     (f) GPS OBS        
 KV6615
 KV6615.Superseded values are not recommended for survey control.
 KV6615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6615.See file dsdata.txt to determine how the superseded data were derived.
 KV6615
 KV6615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4663595780(NAD 83)
 KV6615_MARKER: DD = SURVEY DISK
 KV6615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6615_SP_SET: CONCRETE POST
 KV6615_STAMPING: 199
 KV6615_MARK LOGO: NJ-035
 KV6615_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6615+STABILITY: SURFACE MOTION
 KV6615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6615+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6615
 KV6615  HISTORY     - Date     Condition        Report By
 KV6615  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6615
 KV6615                          STATION DESCRIPTION
 KV6615
 KV6615'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6615'THE STATION IS LOCATED IN NORTH PLAINFIELD BOROUGH, ON THE NORTHEAST
 KV6615'SIDE OF HARRINGTON AVENUE.  TO REACH THE SATION FROM THE JUNCTION OF
 KV6615'U.S. HIGHWAY 22 AND WEST END AVENUE, COUNTY ROAD 636, GO 0.56 KM
 KV6615'(0.35 MI) SOUTHEAST ON WEST END AVENUE TO THE JUNCTION WITH GREEN
 KV6615'BROOK ROAD, COUNTY ROAD 636, TURN RIGHT AND GO 0.32 KM (0.20 MI)
 KV6615'SOUTHWEST TO THE JUNCTION WITH HARRINGTON AVENUE AT THE WEST END
 KV6615'ELEMENTARY SCHOOL.  TURN LEFT AND GO 0.16 KM (0.10 MI) SOUTHEAST TO
 KV6615'THE TENNIS COURT AND THE STATION ON THE LEFT.  IT IS 6.2 M
 KV6615'(20.34 FT) NORTHWEST OF THE WEST CORNER OF THE TENNIS COURT, 7.9 M
 KV6615'(25.92 FT) SOUTHEAST OF POLE 61704 NPB, 0.3 M (0.98 FT) NORTHEAST OF
 KV6615'THE EDGE OF THE SIDEWALK, 7.7 M (25.26 FT) NORTHEAST OF THE
 KV6615'HARRINGTON AVENUE CENTERLINE AND 15.9 M (52.17 FT) NORTH OF A FIRE
 KV6615'HYDRANT.  THE STATION IS 0.1 M (0.33 FT) BELOW THE GROUND.
 KV6615'DESCRIPTION BY NJGS RJK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6616 ***********************************************************************
 KV6616  DESIGNATION -  SC 200
 KV6616  PID         -  KV6616
 KV6616  STATE/COUNTY-  NJ/UNION
 KV6616  USGS QUAD   -  PLAINFIELD (1995)
 KV6616
 KV6616                         *CURRENT SURVEY CONTROL
 KV6616  ___________________________________________________________________
 KV6616* NAD 83(1996)-  40 35 55.60877(N)    074 27 17.22852(W)     ADJUSTED  
 KV6616* NAVD 88     -        18.6    (meters)      61.     (feet)  VERTCON   
 KV6616  ___________________________________________________________________
 KV6616  X           -   1,299,711.602 (meters)                     COMP
 KV6616  Y           -  -4,672,287.789 (meters)                     COMP
 KV6616  Z           -   4,128,685.319 (meters)                     COMP
 KV6616  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 KV6616  ELLIP HEIGHT-         -14.40  (meters)          (10/23/02) GPS OBS
 KV6616  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV6616
 KV6616  HORZ ORDER  -  SECOND
 KV6616  ELLP ORDER  -  FOURTH    CLASS I
 KV6616
 KV6616.The horizontal coordinates were established by GPS observations
 KV6616.and adjusted by the National Geodetic Survey in May 1999..
 KV6616
 KV6616.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6616
 KV6616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6616
 KV6616.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6616
 KV6616.The ellipsoidal height was determined by GPS observations
 KV6616.and is referenced to NAD 83.
 KV6616
 KV6616.The geoid height was determined by GEOID03.
 KV6616
 KV6616;                    North         East     Units Scale Factor Converg.
 KV6616;SPC NJ       -   195,997.532   153,826.705   MT  0.99990018   +0 01 45.9
 KV6616;SPC NJ       -   643,035.24    504,679.78   sFT  0.99990018   +0 01 45.9
 KV6616;UTM  18      - 4,494,362.246   546,130.388   MT  0.99962619   +0 21 17.3
 KV6616
 KV6616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6616!SPC NJ       -   1.00000226  x   0.99990018  =   0.99990244
 KV6616!UTM  18      -   1.00000226  x   0.99962619  =   0.99962845
 KV6616
 KV6616:                Primary Azimuth Mark                     Grid Az
 KV6616:SPC NJ       -  SC 201                                   331 37 28.5
 KV6616:UTM  18      -  SC 201                                   331 17 57.1
 KV6616
 KV6616|---------------------------------------------------------------------|
 KV6616| PID    Reference Object                     Distance      Geod. Az  |
 KV6616|                                                           dddmmss.s |
 KV6616| KV6617 SC 201                              455.621 METERS 3313914.4 |
 KV6616|---------------------------------------------------------------------|
 KV6616
 KV6616                          SUPERSEDED SURVEY CONTROL
 KV6616
 KV6616  ELLIP H (05/14/99)  -14.39   (m)                       GP(       ) 4 1
 KV6616  NAD 83(1996)-  40 35 55.60827(N)    074 27 17.22922(W) AD(       ) 2
 KV6616  NAD 83(1986)-  40 35 55.60874(N)    074 27 17.23038(W) AD(       ) 2
 KV6616  NGVD 29 (10/04/91)   18.9    (m)           62.     (f) GPS OBS        
 KV6616
 KV6616.Superseded values are not recommended for survey control.
 KV6616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6616.See file dsdata.txt to determine how the superseded data were derived.
 KV6616
 KV6616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4613094362(NAD 83)
 KV6616_MARKER: DD = SURVEY DISK
 KV6616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6616_SP_SET: CONCRETE POST
 KV6616_STAMPING: 200
 KV6616_MARK LOGO: NJ-035
 KV6616_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6616+STABILITY: SURFACE MOTION
 KV6616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6616+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6616
 KV6616  HISTORY     - Date     Condition        Report By
 KV6616  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6616
 KV6616                          STATION DESCRIPTION
 KV6616
 KV6616'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6616'THE STATION IS LOCATED IN SOUTH PLAINFIELD BOROUGH, ON THE SOUTHWEST
 KV6616'SIDE OF ROCK AVENUE.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 KV6616'HIGHWAY 22 AND ROCK AVENUE, IN THE SOUTHWEST CORNER OF NORTH
 KV6616'PLAINFIELD BOROUGH, GREEN BROOK TOWNSHIP, SOMERSET COUNTY, GO 1.44 KM
 KV6616'(0.89 MI) SOUTHEAST ON ROCK AVENUE, CROSSING GREEN BROOK INTO SOUTH
 KV6616'PLAINFIELD BOROUGH, TO A FACTORY DRIVEWAY, JUST SOUTHEAST OF MYRTLE
 KV6616'AVENUE, AND THE STATION ON THE RIGHT.  TO REACH THE STATION FROM THE
 KV6616'JUNCTION OF ROCK AVENUE AND WEST FRONT STREET, STATE ROUTE 28, IN
 KV6616'SOUTH PLAINFIELD BOROUGH, GO 0.16 KM (0.10 MI) NORTHWEST ON ROCK
 KV6616'AVENUE TO THE FACTORY DRIVE AND THE STATION ON THE LEFT.  IT IS 20.1
 KV6616'M (65.94 FT) SOUTH SOUTHEAST OF UTILITY POLE 5082 PF, 5.3 M
 KV6616'(17.39 FT) WEST SOUTHWEST OF THE ROCK AVENUE CENTERLINE, 3.1 M
 KV6616'(10.17 FT) WEST NORTHWEST OF A GAS VALVE COVER IN ROCK AVENUE, 1.0 M
 KV6616'(3.28 FT) WEST SOUTHWEST OF THE ROCK AVENUE CURBLINE AND 7.3 M
 KV6616'(23.95 FT) SOUTH SOUTHEAST OF THE DRIVEWAY. THE STATION IS .05 M
 KV6616'(0.16 FT) BELOW THE GROUND.  DESCRIPTION BY NJGS SRB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6617 ***********************************************************************
 KV6617  DESIGNATION -  SC 201
 KV6617  PID         -  KV6617
 KV6617  STATE/COUNTY-  NJ/SOMERSET
 KV6617  USGS QUAD   -  PLAINFIELD (1995)
 KV6617
 KV6617                         *CURRENT SURVEY CONTROL
 KV6617  ___________________________________________________________________
 KV6617* NAD 83(1996)-  40 36 08.60834(N)    074 27 26.42968(W)     ADJUSTED  
 KV6617* NAVD 88     -        18.8    (meters)      62.     (feet)  VERTCON   
 KV6617  ___________________________________________________________________
 KV6617  X           -   1,299,433.301 (meters)                     COMP
 KV6617  Y           -  -4,672,094.526 (meters)                     COMP
 KV6617  Z           -   4,128,989.930 (meters)                     COMP
 KV6617  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 KV6617  ELLIP HEIGHT-         -14.16  (meters)          (10/23/02) GPS OBS
 KV6617  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV6617
 KV6617  HORZ ORDER  -  SECOND
 KV6617  ELLP ORDER  -  FOURTH    CLASS I
 KV6617
 KV6617.The horizontal coordinates were established by GPS observations
 KV6617.and adjusted by the National Geodetic Survey in May 1999..
 KV6617
 KV6617.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6617
 KV6617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6617
 KV6617.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6617
 KV6617.The ellipsoidal height was determined by GPS observations
 KV6617.and is referenced to NAD 83.
 KV6617
 KV6617.The geoid height was determined by GEOID03.
 KV6617
 KV6617;                    North         East     Units Scale Factor Converg.
 KV6617;SPC NJ       -   196,398.371   153,610.194   MT  0.99990016   +0 01 39.9
 KV6617;SPC NJ       -   644,350.32    503,969.44   sFT  0.99990016   +0 01 39.9
 KV6617;UTM  18      - 4,494,761.740   545,911.665   MT  0.99962595   +0 21 11.4
 KV6617
 KV6617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6617!SPC NJ       -   1.00000222  x   0.99990016  =   0.99990238
 KV6617!UTM  18      -   1.00000222  x   0.99962595  =   0.99962817
 KV6617
 KV6617:                Primary Azimuth Mark                     Grid Az
 KV6617:SPC NJ       -  SC 200                                   151 37 28.5
 KV6617:UTM  18      -  SC 200                                   151 17 57.0
 KV6617
 KV6617|---------------------------------------------------------------------|
 KV6617| PID    Reference Object                     Distance      Geod. Az  |
 KV6617|                                                           dddmmss.s |
 KV6617| KV6616 SC 200                              455.621 METERS 1513908.4 |
 KV6617|---------------------------------------------------------------------|
 KV6617
 KV6617                          SUPERSEDED SURVEY CONTROL
 KV6617
 KV6617  ELLIP H (05/14/99)  -14.15   (m)                       GP(       ) 4 1
 KV6617  NAD 83(1996)-  40 36 08.60783(N)    074 27 26.43037(W) AD(       ) 2
 KV6617  NAD 83(1986)-  40 36 08.60830(N)    074 27 26.43154(W) AD(       ) 2
 KV6617  NGVD 29 (10/04/91)   19.1    (m)           63.     (f) GPS OBS        
 KV6617
 KV6617.Superseded values are not recommended for survey control.
 KV6617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6617.See file dsdata.txt to determine how the superseded data were derived.
 KV6617
 KV6617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4591294762(NAD 83)
 KV6617_MARKER: DD = SURVEY DISK
 KV6617_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6617_SP_SET: CONCRETE SIDEWALK
 KV6617_STAMPING: 201
 KV6617_MARK LOGO: NJ-035
 KV6617_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6617+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6617
 KV6617  HISTORY     - Date     Condition        Report By
 KV6617  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6617
 KV6617                          STATION DESCRIPTION
 KV6617
 KV6617'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6617'THE STATION IS LOCATED IN NORTH PLAINFIELD BOROUGH, ON THE NORTHEAST
 KV6617'SIDE OF ROCK AVENUE, IN THE SIDEWALK OF THE BRIDGE OVER GREEN BROOK.
 KV6617'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY ROUTE 22 AND
 KV6617'ROCK AVENUE, IN THE WEST CORNER OF THE BOROUGH, GO 0.96 KM (0.60 MI)
 KV6617'SOUTHEAST ON ROCK AVENUE TO THE BRIDGE AND THE STATION ON THE LEFT.
 KV6617'THE STATION IS 0.7 M (2.30 FT) NORTHEAST OF THE ROCK AVENUE CURBLINE,
 KV6617'7.8 M (25.59 FT) NORTHEAST OF THE ROCK AVENUE CENTERLINE, 6.1 M
 KV6617'(20.01 FT) SOUTH SOUTHEAST OF THE SOUTH CORNER OF THE BRIDGE
 KV6617'BALUSTRADE AT THE NORTHWEST END OF THE BRIDGE AND 13.2 M (43.31 FT)
 KV6617'NORTHWEST OF THE CENTER OF THE SPAN.  THE STATION IS FLUSH IN THE
 KV6617'SIDEWALK. DESCRIPTION BY NJGS RJK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6618 ***********************************************************************
 KV6618  DESIGNATION -  SC 202
 KV6618  PID         -  KV6618
 KV6618  STATE/COUNTY-  NJ/SOMERSET
 KV6618  USGS QUAD   -  BOUND BROOK (1995)
 KV6618
 KV6618                         *CURRENT SURVEY CONTROL
 KV6618  ___________________________________________________________________
 KV6618* NAD 83(1996)-  40 34 54.84660(N)    074 37 07.74354(W)     ADJUSTED  
 KV6618* NAVD 88     -        25.1    (meters)      82.     (feet)  VERTCON   
 KV6618  ___________________________________________________________________
 KV6618  X           -   1,286,654.724 (meters)                     COMP
 KV6618  Y           -  -4,677,169.949 (meters)                     COMP
 KV6618  Z           -   4,127,266.085 (meters)                     COMP
 KV6618  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 KV6618  ELLIP HEIGHT-          -8.17  (meters)          (10/23/02) GPS OBS
 KV6618  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KV6618
 KV6618  HORZ ORDER  -  SECOND
 KV6618  ELLP ORDER  -  FOURTH    CLASS I
 KV6618
 KV6618.The horizontal coordinates were established by GPS observations
 KV6618.and adjusted by the National Geodetic Survey in May 1999..
 KV6618
 KV6618.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6618
 KV6618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6618
 KV6618.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6618
 KV6618.The ellipsoidal height was determined by GPS observations
 KV6618.and is referenced to NAD 83.
 KV6618
 KV6618.The geoid height was determined by GEOID03.
 KV6618
 KV6618;                    North         East     Units Scale Factor Converg.
 KV6618;SPC NJ       -   194,129.245   139,941.357   MT  0.99990124   -0 04 38.3
 KV6618;SPC NJ       -   636,905.70    459,124.27   sFT  0.99990124   -0 04 38.3
 KV6618;UTM  18      - 4,492,415.696   532,259.775   MT  0.99961281   +0 14 52.7
 KV6618
 KV6618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6618!SPC NJ       -   1.00000128  x   0.99990124  =   0.99990252
 KV6618!UTM  18      -   1.00000128  x   0.99961281  =   0.99961409
 KV6618
 KV6618:                Primary Azimuth Mark                     Grid Az
 KV6618:SPC NJ       -  SC 203                                   183 27 20.7
 KV6618:UTM  18      -  SC 203                                   183 07 49.7
 KV6618
 KV6618|---------------------------------------------------------------------|
 KV6618| PID    Reference Object                     Distance      Geod. Az  |
 KV6618|                                                           dddmmss.s |
 KV6618| KV6619 SC 203                              426.932 METERS 1832242.4 |
 KV6618|---------------------------------------------------------------------|
 KV6618
 KV6618                          SUPERSEDED SURVEY CONTROL
 KV6618
 KV6618  ELLIP H (05/14/99)   -8.16   (m)                       GP(       ) 4 1
 KV6618  NAD 83(1986)-  40 34 54.84657(N)    074 37 07.74527(W) AD(       ) 2
 KV6618  NGVD 29 (10/04/91)   25.4    (m)           83.     (f) GPS OBS        
 KV6618
 KV6618.Superseded values are not recommended for survey control.
 KV6618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6618.See file dsdata.txt to determine how the superseded data were derived.
 KV6618
 KV6618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3226092416(NAD 83)
 KV6618_MARKER: DD = SURVEY DISK
 KV6618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6618_SP_SET: CONCRETE POST
 KV6618_STAMPING: 202
 KV6618_MARK LOGO: NJ-035
 KV6618_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6618+STABILITY: SURFACE MOTION
 KV6618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6618+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6618
 KV6618  HISTORY     - Date     Condition        Report By
 KV6618  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6618  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 KV6618
 KV6618                          STATION DESCRIPTION
 KV6618
 KV6618'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6618'THE STATION IS LOCATED IN BRIDGEWATER TOWNSHIP, ON THE NORTH SIDE OF
 KV6618'U.S.HIGHWAY 22 AT THE NORTHWEST CORNER OF THE BRIDGE OVER MOUNTAIN
 KV6618'AVENUE, STRUCTURE NUMBER 1601 162, 34.07, IN THE NORTHWEST CORNER OF
 KV6618'SOMERVILLE BOROUGH.  THE STATION IS 75.6 M (248.03 FT) SOUTHEAST OF
 KV6618'THE WEST CURB NOSE OF THE RAMP ONTO ROUTE 22 FROM ROUTE 206
 KV6618'NORTHBOUND, 21.3 M (69.88 FT) WEST OF THE SOUTHWEST CORNER OF THE
 KV6618'CONCRETE BRIDGE BALUSTRADE END POST, 4.2 M (13.78 FT) WEST OF LIGHT
 KV6618'POST, DOT B 42106, 1.65 M (5.41 FT) NORTH OF THE ROUTE 22 CURB, 51.1
 KV6618'M (167.65 FT) SOUTHEAST OF LIGHT POST, DOT B 22105 AND 38.2 M
 KV6618'(125.33 FT) WEST OF THE MOUNTAIN AVENUE RAMP CENTERLINE.  THE STATION
 KV6618'IS 0.15 M (0.49 FT) BELOW THE GROUND. DESCRIPTION BY NGJS RJK.
 KV6618
 KV6618                          STATION RECOVERY (1998)
 KV6618
 KV6618'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV6618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6619 ***********************************************************************
 KV6619  DESIGNATION -  SC 203
 KV6619  PID         -  KV6619
 KV6619  STATE/COUNTY-  NJ/SOMERSET
 KV6619  USGS QUAD   -  BOUND BROOK (1995)
 KV6619
 KV6619                         *CURRENT SURVEY CONTROL
 KV6619  ___________________________________________________________________
 KV6619* NAD 83(1996)-  40 34 41.02993(N)    074 37 08.81328(W)     ADJUSTED  
 KV6619* NAVD 88     -        18.0    (meters)      59.     (feet)  VERTCON   
 KV6619  ___________________________________________________________________
 KV6619  X           -   1,286,702.560 (meters)                     COMP
 KV6619  Y           -  -4,677,438.696 (meters)                     COMP
 KV6619  Z           -   4,126,937.744 (meters)                     COMP
 KV6619  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 KV6619  ELLIP HEIGHT-         -15.32  (meters)          (10/23/02) GPS OBS
 KV6619  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KV6619
 KV6619  HORZ ORDER  -  SECOND
 KV6619  ELLP ORDER  -  FOURTH    CLASS I
 KV6619
 KV6619.The horizontal coordinates were established by GPS observations
 KV6619.and adjusted by the National Geodetic Survey in May 1999..
 KV6619
 KV6619.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6619
 KV6619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6619
 KV6619.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6619
 KV6619.The ellipsoidal height was determined by GPS observations
 KV6619.and is referenced to NAD 83.
 KV6619
 KV6619.The geoid height was determined by GEOID03.
 KV6619
 KV6619;                    North         East     Units Scale Factor Converg.
 KV6619;SPC NJ       -   193,703.132   139,915.626   MT  0.99990125   -0 04 38.9
 KV6619;SPC NJ       -   635,507.69    459,039.85   sFT  0.99990125   -0 04 38.9
 KV6619;UTM  18      - 4,491,989.567   532,236.469   MT  0.99961279   +0 14 51.9
 KV6619
 KV6619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6619!SPC NJ       -   1.00000240  x   0.99990125  =   0.99990365
 KV6619!UTM  18      -   1.00000240  x   0.99961279  =   0.99961519
 KV6619
 KV6619:                Primary Azimuth Mark                     Grid Az
 KV6619:SPC NJ       -  SC 202                                   003 27 20.7
 KV6619:UTM  18      -  SC 202                                   003 07 49.9
 KV6619
 KV6619|---------------------------------------------------------------------|
 KV6619| PID    Reference Object                     Distance      Geod. Az  |
 KV6619|                                                           dddmmss.s |
 KV6619| KV6618 SC 202                              426.932 METERS 0032241.8 |
 KV6619|---------------------------------------------------------------------|
 KV6619
 KV6619                          SUPERSEDED SURVEY CONTROL
 KV6619
 KV6619  ELLIP H (05/14/99)  -15.31   (m)                       GP(       ) 4 1
 KV6619  NAD 83(1986)-  40 34 41.02990(N)    074 37 08.81501(W) AD(       ) 2
 KV6619  NGVD 29 (10/04/91)   18.3    (m)           60.     (f) GPS OBS        
 KV6619
 KV6619.Superseded values are not recommended for survey control.
 KV6619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6619.See file dsdata.txt to determine how the superseded data were derived.
 KV6619
 KV6619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3223691990(NAD 83)
 KV6619_MARKER: DD = SURVEY DISK
 KV6619_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6619_SP_SET: BRIDGE SIDEWALK
 KV6619_STAMPING: 203
 KV6619_MARK LOGO: NJ-035
 KV6619_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6619+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6619
 KV6619  HISTORY     - Date     Condition        Report By
 KV6619  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6619  HISTORY     - 20031122 GOOD             USPSQD
 KV6619
 KV6619                          STATION DESCRIPTION
 KV6619
 KV6619'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6619'THE STATION IS LOCATED IN THE BOROUGH OF SOMERVILLE, IN THE SIDEWALK
 KV6619'ABOVE THE CENTER PIER, ON THE EAST SIDE OF THE MOUNTAIN AVENUE BRIDGE
 KV6619'OVER PETERS BROOK.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6619'MOUNTAIN AVENUE AND WEST END AVENUE, STATE ROUTE 28, IN THE BOROUGH
 KV6619'OF SOMERVILLE, GO 0.80 KM (0.50 MI) NORTH ON MOUNTAIN AVENUE TO THE
 KV6619'BRIDGE AND THE STATION ON THE RIGHT.  IT IS 0.85 M (2.79 FT)
 KV6619'SOUTHEAST OF THE MOUNTAIN AVENUE CURBLINE, 6.2 M (20.34 FT) SOUTHEAST
 KV6619'OF THE MOUNTAIN AVENUE CENTERLINE, 23.6 M (77.43 FT) NORTHEAST OF
 KV6619'POLE 60419 SV, 23.6 M (77.43 FT) SOUTHWEST OF POLE 60444 SV AND 0.7 M
 KV6619'(2.30 FT) NORTHWEST OF THE BRIDGE GUARDRAIL FACE.  THE STATION FLUSH
 KV6619'IN THE SIDEWALK.  DESCRIPTION BY NJGS RJK.
 KV6619
 KV6619                          STATION RECOVERY (2003)
 KV6619
 KV6619'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV6619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6620 ***********************************************************************
 KV6620  DESIGNATION -  SC 204
 KV6620  PID         -  KV6620
 KV6620  STATE/COUNTY-  NJ/SOMERSET
 KV6620  USGS QUAD   -  BOUND BROOK (1995)
 KV6620
 KV6620                         *CURRENT SURVEY CONTROL
 KV6620  ___________________________________________________________________
 KV6620* NAD 83(1996)-  40 34 04.89039(N)    074 33 45.79572(W)     ADJUSTED  
 KV6620* NAVD 88     -        20.6    (meters)      68.     (feet)  VERTCON   
 KV6620  ___________________________________________________________________
 KV6620  X           -   1,291,499.277 (meters)                     COMP
 KV6620  Y           -  -4,676,870.846 (meters)                     COMP
 KV6620  Z           -   4,126,092.742 (meters)                     COMP
 KV6620  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 KV6620  ELLIP HEIGHT-         -12.64  (meters)          (10/23/02) GPS OBS
 KV6620  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KV6620
 KV6620  HORZ ORDER  -  SECOND
 KV6620  ELLP ORDER  -  FOURTH    CLASS I
 KV6620
 KV6620.The horizontal coordinates were established by GPS observations
 KV6620.and adjusted by the National Geodetic Survey in May 1999..
 KV6620
 KV6620.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6620
 KV6620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6620
 KV6620.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6620
 KV6620.The ellipsoidal height was determined by GPS observations
 KV6620.and is referenced to NAD 83.
 KV6620
 KV6620.The geoid height was determined by GEOID03.
 KV6620
 KV6620;                    North         East     Units Scale Factor Converg.
 KV6620;SPC NJ       -   192,583.554   144,689.183   MT  0.99990035   -0 02 26.8
 KV6620;SPC NJ       -   631,834.54    474,701.09   sFT  0.99990035   -0 02 26.8
 KV6620;UTM  18      - 4,490,897.414   537,014.937   MT  0.99961686   +0 17 03.8
 KV6620
 KV6620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6620!SPC NJ       -   1.00000198  x   0.99990035  =   0.99990233
 KV6620!UTM  18      -   1.00000198  x   0.99961686  =   0.99961884
 KV6620
 KV6620:                Primary Azimuth Mark                     Grid Az
 KV6620:SPC NJ       -  SC 205                                   196 35 12.9
 KV6620:UTM  18      -  SC 205                                   196 15 42.3
 KV6620
 KV6620|---------------------------------------------------------------------|
 KV6620| PID    Reference Object                     Distance      Geod. Az  |
 KV6620|                                                           dddmmss.s |
 KV6620| KV6621 SC 205                              APPROX. 0.7 KM 1963246.1 |
 KV6620|---------------------------------------------------------------------|
 KV6620
 KV6620                          SUPERSEDED SURVEY CONTROL
 KV6620
 KV6620  ELLIP H (05/14/99)  -12.63   (m)                       GP(       ) 4 1
 KV6620  NAD 83(1986)-  40 34 04.89067(N)    074 33 45.79778(W) AD(       ) 2
 KV6620  NGVD 29 (10/04/91)   20.9    (m)           69.     (f) GPS OBS        
 KV6620
 KV6620.Superseded values are not recommended for survey control.
 KV6620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6620.See file dsdata.txt to determine how the superseded data were derived.
 KV6620
 KV6620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3701590897(NAD 83)
 KV6620_MARKER: DD = SURVEY DISK
 KV6620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6620_SP_SET: CONCRETE POST
 KV6620_STAMPING: 204
 KV6620_MARK LOGO: NJ-035
 KV6620_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6620+STABILITY: SURFACE MOTION
 KV6620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6620+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6620
 KV6620  HISTORY     - Date     Condition        Report By
 KV6620  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6620  HISTORY     - 19981115 GOOD             USPSQD
 KV6620  HISTORY     - 20020429 MARK NOT FOUND   AASCO
 KV6620
 KV6620                          STATION DESCRIPTION
 KV6620
 KV6620'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6620'THE STATION IS LOCATED IN BRIDGEWATER TOWNSHIP, IN A TRAFFIC ISLAND,
 KV6620'AT THE JUNCTION OF STATE ROUTE 28, WEST UNION AVENUE, AND CHIMNEY
 KV6620'ROCK ROAD.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 28
 KV6620'AND INTERSTATE HIGHWAY I 287, EXIT 9, JUST WEST OF BOUND BROOK
 KV6620'BOROUGH, GO 0.48 KM (0.30 MI) WEST ON ROUTE 28 TO THE ISLAND AND THE
 KV6620'STATION ON THE LEFT.  THE STATION IS 3.8 M (12.47 FT) SOUTHEAST OF
 KV6620'THE NORTHWEST END OF THE DEPRESSED ISLAND CURB, 1.6 M (5.25 FT)
 KV6620'SOUTHWEST OF THE NORTHEAST CURB, 3.0 M (9.84 FT) NORTH OF THE SOUTH
 KV6620'CURB, 2.6 M (8.53 FT) SOUTHEAST OF POLE BT 3091 BW, 9.2 M (30.18 FT)
 KV6620'SOUTHWEST OF THE CENTERLINE OF ROUTE 28 AND 11.7 M (38.39 FT)
 KV6620'SOUTHEAST OF THE CENTERLINE OF CHIMNEY ROCK ROAD.  THE STATION IS
 KV6620'FLUSH WITH THE CONCRETE.  DESCRIPTION BY NJGS RJK.
 KV6620
 KV6620                          STATION RECOVERY (1998)
 KV6620
 KV6620'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV6620'RECOVERED IN GOOD CONDITION.
 KV6620
 KV6620                          STATION RECOVERY (2002)
 KV6620
 KV6620'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (JAL)
 KV6620'MARK DESTROYED DUE TO RECONCTRUCTION OF INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6621 ***********************************************************************
 KV6621  DESIGNATION -  SC 205
 KV6621  PID         -  KV6621
 KV6621  STATE/COUNTY-  NJ/SOMERSET
 KV6621  USGS QUAD   -  BOUND BROOK (1995)
 KV6621
 KV6621                         *CURRENT SURVEY CONTROL
 KV6621  ___________________________________________________________________
 KV6621* NAD 83(1996)-  40 33 42.10916(N)    074 33 54.66997(W)     ADJUSTED  
 KV6621* NAVD 88     -        13.7    (meters)      45.     (feet)  VERTCON   
 KV6621  ___________________________________________________________________
 KV6621  X           -   1,291,418.294 (meters)                     COMP
 KV6621  Y           -  -4,677,361.878 (meters)                     COMP
 KV6621  Z           -   4,125,554.455 (meters)                     COMP
 KV6621  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 KV6621  ELLIP HEIGHT-         -19.50  (meters)          (10/23/02) GPS OBS
 KV6621  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KV6621
 KV6621  HORZ ORDER  -  SECOND
 KV6621  ELLP ORDER  -  FOURTH    CLASS I
 KV6621
 KV6621.The horizontal coordinates were established by GPS observations
 KV6621.and adjusted by the National Geodetic Survey in May 1999..
 KV6621
 KV6621.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6621
 KV6621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6621
 KV6621.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6621
 KV6621.The ellipsoidal height was determined by GPS observations
 KV6621.and is referenced to NAD 83.
 KV6621
 KV6621.The geoid height was determined by GEOID03.
 KV6621
 KV6621;                    North         East     Units Scale Factor Converg.
 KV6621;SPC NJ       -   191,881.067   144,479.937   MT  0.99990037   -0 02 32.6
 KV6621;SPC NJ       -   629,529.80    474,014.59   sFT  0.99990037   -0 02 32.6
 KV6621;UTM  18      - 4,490,193.950   536,809.739   MT  0.99961668   +0 16 57.9
 KV6621
 KV6621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6621!SPC NJ       -   1.00000306  x   0.99990037  =   0.99990343
 KV6621!UTM  18      -   1.00000306  x   0.99961668  =   0.99961974
 KV6621
 KV6621:                Primary Azimuth Mark                     Grid Az
 KV6621:SPC NJ       -  SC 204                                   016 35 13.0
 KV6621:UTM  18      -  SC 204                                   016 15 42.5
 KV6621
 KV6621|---------------------------------------------------------------------|
 KV6621| PID    Reference Object                     Distance      Geod. Az  |
 KV6621|                                                           dddmmss.s |
 KV6621| KV6620 SC 204                              APPROX. 0.7 KM 0163240.4 |
 KV6621| KV2915 G 78                                288.094 METERS 19953     |
 KV6621|---------------------------------------------------------------------|
 KV6621
 KV6621                          SUPERSEDED SURVEY CONTROL
 KV6621
 KV6621  NAD 83(1986)-  40 33 42.10945(N)    074 33 54.67203(W) AD(       ) 2
 KV6621  NGVD 29 (10/04/91)   14.0    (m)           46.     (f) GPS OBS        
 KV6621
 KV6621.Superseded values are not recommended for survey control.
 KV6621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6621.See file dsdata.txt to determine how the superseded data were derived.
 KV6621
 KV6621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3681090194(NAD 83)
 KV6621_MARKER: DD = SURVEY DISK
 KV6621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV6621_SP_SET: CONCRETE JUNCTION BOX
 KV6621_STAMPING: 205
 KV6621_MARK LOGO: NJ-035
 KV6621_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6621+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2002
 KV6621
 KV6621  HISTORY     - Date     Condition        Report By
 KV6621  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6621  HISTORY     - 19981115 GOOD             USPSQD
 KV6621  HISTORY     - 20020429 GOOD             AASCO
 KV6621  HISTORY     - 20050416 GOOD             USPSQD
 KV6621
 KV6621                          STATION DESCRIPTION
 KV6621
 KV6621'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6621'THE STATION IS LOCATED IN BRIDGEWATER TOWNSHIP, AT THE NORTHWEST
 KV6621'CORNER OF THE JUNCTION OF MAIN STREET, COUNTY ROAD 612, AND CHIMNEY
 KV6621'ROCK ROAD.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 28
 KV6621'AND INTERSTATE HIGHWAY I 287, EXIT 9, JUST WEST OF BOUND BROOK
 KV6621'BOROUGH, GO 0.48 KM (0.30 MI) WEST ON ROUTE 28 TO THE JUNCTION WITH
 KV6621'CHIMNEY ROCK ROAD, TURN LEFT AND GO 0.80 KM (0.50 MI) SOUTH ON
 KV6621'CHIMNEY ROCK ROAD TO MAIN STREET AND THE STATION ON THE RIGHT.  THE
 KV6621'STATION IS SET FLUSH IN THE SOUTH CORNER OF A STATE HIGHWAY
 KV6621'DEPARTMENT, RECTANGULAR CONCRETE JUNCTION BOX.  THE STATION IS 0.75 M
 KV6621'(2.46 FT) NORTH OF THE CURBLINE OF MAIN STREET, 2.7 M (8.86 FT)
 KV6621'SOUTHWEST OF A TRAFFIC SIGNAL, 1.6 M (5.25 FT) EAST OF A TRAFFIC
 KV6621'SIGNAL, 4.7 M (15.42 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 KV6621'CONRAIL TRACKS, 9.2 M (30.18 FT) WEST OF THE CENTERLINE OF CHIMNEY
 KV6621'ROCK ROAD, 15.1 M (49.54 FT) NORTH OF THE CENTERLINE OF MAIN STREET
 KV6621'AND 10.1 M (33.14 FT) SOUTHEAST OF A FIRE HYDRANT.  DESCRIPTION BY
 KV6621'NJGS RJK.
 KV6621
 KV6621                          STATION RECOVERY (1998)
 KV6621
 KV6621'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV6621'RECOVERED IN GOOD CONDITION.
 KV6621
 KV6621                          STATION RECOVERY (2002)
 KV6621
 KV6621'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (JAL)
 KV6621'RECOVERED IN GOOD CONDITION.
 KV6621
 KV6621                          STATION RECOVERY (2005)
 KV6621
 KV6621'RECOVERY NOTE BY US POWER SQUADRON 2005 (PW)
 KV6621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6622 ***********************************************************************
 KV6622  DESIGNATION -  SC 206
 KV6622  PID         -  KV6622
 KV6622  STATE/COUNTY-  NJ/SOMERSET
 KV6622  USGS QUAD   -  BOUND BROOK (1995)
 KV6622
 KV6622                         *CURRENT SURVEY CONTROL
 KV6622  ___________________________________________________________________
 KV6622* NAD 83(1996)-  40 33 33.05612(N)    074 34 51.43804(W)     ADJUSTED  
 KV6622* NAVD 88     -        27.1    (meters)      89.     (feet)  VERTCON   
 KV6622  ___________________________________________________________________
 KV6622  X           -   1,290,181.922 (meters)                     COMP
 KV6622  Y           -  -4,677,901.955 (meters)                     COMP
 KV6622  Z           -   4,125,350.991 (meters)                     COMP
 KV6622  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 KV6622  ELLIP HEIGHT-          -6.14  (meters)          (10/23/02) GPS OBS
 KV6622  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KV6622
 KV6622  HORZ ORDER  -  SECOND
 KV6622  ELLP ORDER  -  FOURTH    CLASS I
 KV6622
 KV6622.The horizontal coordinates were established by GPS observations
 KV6622.and adjusted by the National Geodetic Survey in May 1999..
 KV6622
 KV6622.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6622
 KV6622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6622
 KV6622.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6622
 KV6622.The ellipsoidal height was determined by GPS observations
 KV6622.and is referenced to NAD 83.
 KV6622
 KV6622.The geoid height was determined by GEOID03.
 KV6622
 KV6622;                    North         East     Units Scale Factor Converg.
 KV6622;SPC NJ       -   191,602.952   143,144.344   MT  0.99990058   -0 03 09.5
 KV6622;SPC NJ       -   628,617.35    469,632.74   sFT  0.99990058   -0 03 09.5
 KV6622;UTM  18      - 4,489,908.343   535,476.125   MT  0.99961549   +0 16 20.9
 KV6622
 KV6622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6622!SPC NJ       -   1.00000096  x   0.99990058  =   0.99990154
 KV6622!UTM  18      -   1.00000096  x   0.99961549  =   0.99961645
 KV6622
 KV6622:                Primary Azimuth Mark                     Grid Az
 KV6622:SPC NJ       -  SC 207                                   202 23 08.4
 KV6622:UTM  18      -  SC 207                                   202 03 38.0
 KV6622
 KV6622|---------------------------------------------------------------------|
 KV6622| PID    Reference Object                     Distance      Geod. Az  |
 KV6622|                                                           dddmmss.s |
 KV6622| KV6623 SC 207                              APPROX. 0.6 KM 2021958.9 |
 KV6622|---------------------------------------------------------------------|
 KV6622
 KV6622                          SUPERSEDED SURVEY CONTROL
 KV6622
 KV6622  NAD 83(1986)-  40 33 33.05633(N)    074 34 51.44001(W) AD(       ) 2
 KV6622  NGVD 29 (10/04/91)   27.4    (m)           90.     (f) GPS OBS        
 KV6622
 KV6622.Superseded values are not recommended for survey control.
 KV6622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6622.See file dsdata.txt to determine how the superseded data were derived.
 KV6622
 KV6622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3547689908(NAD 83)
 KV6622_MARKER: DD = SURVEY DISK
 KV6622_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV6622_SP_SET: RETAINING WALL OF BRIDGE
 KV6622_STAMPING: 206
 KV6622_MARK LOGO: NJ-035
 KV6622_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6622+STABILITY: SURFACE MOTION
 KV6622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6622+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1990
 KV6622
 KV6622  HISTORY     - Date     Condition        Report By
 KV6622  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6622  HISTORY     - 19900212 GOOD
 KV6622  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 KV6622
 KV6622                          STATION DESCRIPTION
 KV6622
 KV6622'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6622'THE STATION IS LOCATED IN BRIDGEWATER TOWNSHIP, JUST EAST OF
 KV6622'SOMERVILLE BOROUGH, ON THE SOUTHWEST RETAINING WALL OF THE FINDERN
 KV6622'AVENUE BRIDGE OVER THE N.J. TRANSIT RAILWAY, RARITAN VALLEY LINE TO.
 KV6622'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY I 287, EXIT
 KV6622'9, AND STATE ROUTE 28, UNION AVENUE, IN BRIDGEWATER TOWNSHIP, GO 1.6
 KV6622'KM (0.99 MI) WEST ON ROUTE 28 TO FINDERNE AVENUE, COUNTY ROAD 533,
 KV6622'TURN LEFT AND GO 1.3 KM (0.81 MI) SOUTH ON ROUTE 533 CROSSING THE
 KV6622'BRIDGE TO SOUTH AVENUE AND THE STATION ON THE RIGHT.  TO REACH THE
 KV6622'STATION FROM THE JUNCTION OF DUKES PARKWAY, COUNTY ROAD 608, AND MAIN
 KV6622'STREET, COUNTY ROAD 533, IN MANVILLE BOROUGH, GO 1.28 KM (0.80 MI)
 KV6622'NORTH ON ROUTE 533 TO SOUTH AVENUE AND THE STATION ON THE LEFT.  IT IS
 KV6622'9.3 M (30.51 FT) NORTHEAST FROM THE SOUTH AVENUE CENTERLINE, 2.2 M
 KV6622'(7.22 FT) NORTHWEST OF THE FINDERNE AVENUE CURBLINE, 7.8 M
 KV6622'(25.59 FT) SOUTHEAST OF POLE 4095 BWT AND 1.5 M (4.92 FT) NORTHEAST
 KV6622'OF THE SOUTHWEST CORNER OF THE SLOPING CONCRETE BRIDGE GUARD RAIL.
 KV6622'THE STATION IS LEVEL WITH THE SIDEWALK.  DESCRIPTION BY NJGS RJK.
 KV6622
 KV6622                          STATION RECOVERY (1990)
 KV6622
 KV6622'RECOVERED 1990
 KV6622'RECOVERED IN GOOD CONDITION.
 KV6622
 KV6622                          STATION RECOVERY (1998)
 KV6622
 KV6622'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV6622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6623 ***********************************************************************
 KV6623  DESIGNATION -  SC 207
 KV6623  PID         -  KV6623
 KV6623  STATE/COUNTY-  NJ/SOMERSET
 KV6623  USGS QUAD   -  BOUND BROOK (1995)
 KV6623
 KV6623                         *CURRENT SURVEY CONTROL
 KV6623  ___________________________________________________________________
 KV6623* NAD 83(1996)-  40 33 14.34580(N)    074 35 01.51502(W)     ADJUSTED  
 KV6623* NAVD 88     -        12.2    (meters)      40.     (feet)  VERTCON   
 KV6623  ___________________________________________________________________
 KV6623  X           -   1,290,050.117 (meters)                     COMP
 KV6623  Y           -  -4,678,315.783 (meters)                     COMP
 KV6623  Z           -   4,124,902.783 (meters)                     COMP
 KV6623  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 KV6623  ELLIP HEIGHT-         -21.09  (meters)          (10/23/02) GPS OBS
 KV6623  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KV6623
 KV6623  HORZ ORDER  -  SECOND
 KV6623  ELLP ORDER  -  FOURTH    CLASS I
 KV6623
 KV6623.The horizontal coordinates were established by GPS observations
 KV6623.and adjusted by the National Geodetic Survey in May 1999..
 KV6623
 KV6623.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6623
 KV6623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6623
 KV6623.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6623
 KV6623.The ellipsoidal height was determined by GPS observations
 KV6623.and is referenced to NAD 83.
 KV6623
 KV6623.The geoid height was determined by GEOID03.
 KV6623
 KV6623;                    North         East     Units Scale Factor Converg.
 KV6623;SPC NJ       -   191,026.094   142,906.749   MT  0.99990062   -0 03 16.0
 KV6623;SPC NJ       -   626,724.78    468,853.23   sFT  0.99990062   -0 03 16.0
 KV6623;UTM  18      - 4,489,330.311   535,241.874   MT  0.99961529   +0 16 14.3
 KV6623
 KV6623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6623!SPC NJ       -   1.00000331  x   0.99990062  =   0.99990393
 KV6623!UTM  18      -   1.00000331  x   0.99961529  =   0.99961860
 KV6623
 KV6623:                Primary Azimuth Mark                     Grid Az
 KV6623:SPC NJ       -  SC 206                                   022 23 08.3
 KV6623:UTM  18      -  SC 206                                   022 03 38.0
 KV6623
 KV6623|---------------------------------------------------------------------|
 KV6623| PID    Reference Object                     Distance      Geod. Az  |
 KV6623|                                                           dddmmss.s |
 KV6623| KV6622 SC 206                              APPROX. 0.6 KM 0221952.3 |
 KV6623|---------------------------------------------------------------------|
 KV6623
 KV6623                          SUPERSEDED SURVEY CONTROL
 KV6623
 KV6623  ELLIP H (05/14/99)  -21.08   (m)                       GP(       ) 4 1
 KV6623  NAD 83(1986)-  40 33 14.34610(N)    074 35 01.51712(W) AD(       ) 2
 KV6623  NGVD 29 (10/04/91)   12.5    (m)           41.     (f) GPS OBS        
 KV6623
 KV6623.Superseded values are not recommended for survey control.
 KV6623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6623.See file dsdata.txt to determine how the superseded data were derived.
 KV6623
 KV6623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3524289330(NAD 83)
 KV6623_MARKER: DD = SURVEY DISK
 KV6623_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6623_SP_SET: BRIDGE ABUTMENT
 KV6623_STAMPING: 207
 KV6623_MARK LOGO: NJ-035
 KV6623_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6623+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1990
 KV6623
 KV6623  HISTORY     - Date     Condition        Report By
 KV6623  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6623  HISTORY     - 19900209 GOOD
 KV6623  HISTORY     - 19981115 GOOD             USPSQD
 KV6623  HISTORY     - 20031122 GOOD             USPSQD
 KV6623
 KV6623                          STATION DESCRIPTION
 KV6623
 KV6623'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6623'THE STATION IS LOCATED IN MANVILLE BOROUGH, ON THE EAST SIDE OF MAIN
 KV6623'STREET, COUNTY ROAD 533, AT THE SOUTHEAST CORNER OF THE SOUTH BRIDGE
 KV6623'ABUTMENT OF THE ROUTE 533 BRIDGE OVER THE RARITAN RIVER AND FLOOD
 KV6623'PLAIN.  TO REACH THE STATION FROM THE JUNCTION OF FINDERNE AVENUE,
 KV6623'COUNTY ROAD 533, AND MAIN STREET IN FINDERNE, BRIDGEWATER TOWNSHIP,
 KV6623'GO 1.12 KM (0.70 MI) SOUTH ON FINDERNE AVENUE, CROSSING THE RARITAN
 KV6623'RIVER, WHERE FINDERN AVENUE BECOMES MAIN STREET IN MANVILLE BOROUGH,
 KV6623'TO THE SOUTH ABUTMENT AND THE STATION ON THE LEFT.  TO REACH THE
 KV6623'STATION FROM THE JUNCTION OF MAIN STREET, COUNTY ROAD 533, AND DUKES
 KV6623'PARKWAY IN THE NORTH PART OF MANVILLE BOROUGH, GO 0.64 KM (0.40 MI)
 KV6623'NORTH ON MAIN STREET TO THE SOUTH ABUTMENT OF THE BRIDGE AND THE
 KV6623'STATION ON THE RIGHT.  IT IS 0.4 M (1.31 FT) SOUTHEAST OF THE MAIN
 KV6623'STREET CURBLINE, 0.3 M (0.98 FT) EAST OF THE SOUTH END OF THE
 KV6623'CONCRETE GUARDRAIL AT THE SOUTHEAST END OF BRIDGE, 8.6 M (28.22 FT)
 KV6623'NORTH OF POLE 60115 MV AND 0.4 M (1.31 FT) SOUTHEAST OF THE NORTHWEST
 KV6623'FACE OF THE METAL GUIDE RAIL.  THE STATION IS 0.1 M (0.33 FT) ABOVE
 KV6623'ROAD. DESCRIPTION BY NJGS RJK.
 KV6623
 KV6623                          STATION RECOVERY (1990)
 KV6623
 KV6623'RECOVERED 1990
 KV6623'RECOVERED IN GOOD CONDITION.
 KV6623
 KV6623                          STATION RECOVERY (1998)
 KV6623
 KV6623'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV6623'RECOVERED IN GOOD CONDITION.
 KV6623
 KV6623                          STATION RECOVERY (2003)
 KV6623
 KV6623'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV6623'MARKER RECOVERED MATCHED COORDINATES BUT WAS MARKED AS  NUMBER 207
 KV6623'SOMERSET COUNTY, STATE OF NJ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6624 ***********************************************************************
 KV6624  DESIGNATION -  SC 208
 KV6624  PID         -  KV6624
 KV6624  STATE/COUNTY-  NJ/SOMERSET
 KV6624  USGS QUAD   -  BOUND BROOK (1995)
 KV6624
 KV6624                         *CURRENT SURVEY CONTROL
 KV6624  ___________________________________________________________________
 KV6624* NAD 83(1996)-  40 31 42.37665(N)    074 34 53.39946(W)     ADJUSTED  
 KV6624* NAVD 88     -        14.0    (meters)      46.     (feet)  VERTCON   
 KV6624  ___________________________________________________________________
 KV6624  X           -   1,290,724.810 (meters)                     COMP
 KV6624  Y           -  -4,680,043.977 (meters)                     COMP
 KV6624  Z           -   4,122,748.168 (meters)                     COMP
 KV6624  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 KV6624  ELLIP HEIGHT-         -19.21  (meters)          (10/23/02) GPS OBS
 KV6624  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KV6624
 KV6624  HORZ ORDER  -  SECOND
 KV6624  ELLP ORDER  -  FOURTH    CLASS I
 KV6624
 KV6624.The horizontal coordinates were established by GPS observations
 KV6624.and adjusted by the National Geodetic Survey in May 1999..
 KV6624
 KV6624.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6624
 KV6624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6624
 KV6624.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6624
 KV6624.The ellipsoidal height was determined by GPS observations
 KV6624.and is referenced to NAD 83.
 KV6624
 KV6624.The geoid height was determined by GEOID03.
 KV6624
 KV6624;                    North         East     Units Scale Factor Converg.
 KV6624;SPC NJ       -   188,189.332   143,095.048   MT  0.99990059   -0 03 10.7
 KV6624;SPC NJ       -   617,417.83    469,471.00   sFT  0.99990059   -0 03 10.7
 KV6624;UTM  18      - 4,486,495.471   535,446.203   MT  0.99961547   +0 16 19.0
 KV6624
 KV6624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6624!SPC NJ       -   1.00000301  x   0.99990059  =   0.99990360
 KV6624!UTM  18      -   1.00000301  x   0.99961547  =   0.99961848
 KV6624
 KV6624:                Primary Azimuth Mark                     Grid Az
 KV6624:SPC NJ       -  SC 209                                   285 17 01.7
 KV6624:UTM  18      -  SC 209                                   284 57 32.0
 KV6624
 KV6624|---------------------------------------------------------------------|
 KV6624| PID    Reference Object                     Distance      Geod. Az  |
 KV6624|                                                           dddmmss.s |
 KV6624| KV6625 SC 209                              473.169 METERS 2851351.0 |
 KV6624|---------------------------------------------------------------------|
 KV6624
 KV6624                          SUPERSEDED SURVEY CONTROL
 KV6624
 KV6624  ELLIP H (05/14/99)  -19.20   (m)                       GP(       ) 4 1
 KV6624  NAD 83(1986)-  40 31 42.37691(N)    074 34 53.40172(W) AD(       ) 2
 KV6624  NGVD 29 (10/04/91)   14.3    (m)           47.     (f) GPS OBS        
 KV6624
 KV6624.Superseded values are not recommended for survey control.
 KV6624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6624.See file dsdata.txt to determine how the superseded data were derived.
 KV6624
 KV6624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3544686495(NAD 83)
 KV6624_MARKER: DD = SURVEY DISK
 KV6624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6624_SP_SET: CONCRETE POST
 KV6624_STAMPING: 208
 KV6624_MARK LOGO: NJ-035
 KV6624_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6624+STABILITY: SURFACE MOTION
 KV6624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6624+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2004
 KV6624
 KV6624  HISTORY     - Date     Condition        Report By
 KV6624  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6624  HISTORY     - 19900209 GOOD
 KV6624  HISTORY     - 20001212 GOOD             TWT
 KV6624  HISTORY     - 20010331 GOOD             NGS
 KV6624  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 KV6624  HISTORY     - 20040331 GOOD             AASCO
 KV6624
 KV6624                          STATION DESCRIPTION
 KV6624
 KV6624'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6624'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP, ON THE SOUTH SIDE OF
 KV6624'REALIGNED WESTON CANAL ROAD AT THE JUNCTION WITH MANVILLE CAUSEWAY.
 KV6624'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY I 287,
 KV6624'EXIT 7, AND WESTON CANAL ROAD, GO 4.32 KM (2.68 MI) SOUTHWEST ON
 KV6624'WESTON CANAL ROAD TO THE JUNCTION WITH MANVILLE CAUSEWAY AND THE
 KV6624'STATION ON THE LEFT.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6624'WILHOUSKI STREET AND SOUTH MAIN STREET, COUNTY ROAD 533, IN MANVILLE
 KV6624'BOROUGH, GO 0.8 KM (0.50 MI) EAST ON WILHOUSKI STREET AND MANVILLE
 KV6624'CAUSEWAY, COUNTY ROAD 623, TO THE JUNCTION WITH WESTON CANAL ROAD AND
 KV6624'THE STATION ON RIGHT.  IT IS 4.1 M (13.45 FT) EAST OF POLE 61751 FL,
 KV6624'1.4 M (4.59 FT) NORTHEAST OF THE GUY WIRE ANCHOR FOR POLE 61751 FL,
 KV6624'3.75 M (12.30 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF AN INLET
 KV6624'CURBPIECE, 5.1 M (16.73 FT) NORTHWEST OF THE CENTER OF A DOUBLE
 KV6624'GRATED INLET, 10.5 M (34.45 FT) EAST OF THE WESTON CANAL ROAD
 KV6624'CENTERLINE, 8.3 M (27.23 FT) SOUTH OF THE CENTERLINE OF REALIGNED
 KV6624'WESTON CANAL ROAD, 20.3 M (66.60 FT) EAST OF THE SOUTHEAST CORNER OF
 KV6624'A TWO STORY STUCCO BUILDING AT THE CANAL AND 3.09 M (10.14 FT) SOUTH
 KV6624'OF THE CURBLINE.  THE STATION IS 0.1 M (0.33 FT) BELOW THE GROUND.
 KV6624'DESCRIPTION BY NJGS RJK.
 KV6624
 KV6624                          STATION RECOVERY (1990)
 KV6624
 KV6624'RECOVERED 1990
 KV6624'RECOVERED IN GOOD CONDITION.
 KV6624
 KV6624                          STATION RECOVERY (2000)
 KV6624
 KV6624'RECOVERY NOTE BY TWT CONS ENG 2000 (DRF)
 KV6624'RECOVERED IN GOOD CONDITION.
 KV6624
 KV6624                          STATION RECOVERY (2001)
 KV6624
 KV6624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6624'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV6624
 KV6624                          STATION RECOVERY (2003)
 KV6624
 KV6624'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV6624'METAL DETECTOR USED, NO POSITIVE RESULTS.
 KV6624
 KV6624                          STATION RECOVERY (2004)
 KV6624
 KV6624'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2004 (JAL)
 KV6624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6625 ***********************************************************************
 KV6625  DESIGNATION -  SC 209
 KV6625  PID         -  KV6625
 KV6625  STATE/COUNTY-  NJ/SOMERSET
 KV6625  USGS QUAD   -  BOUND BROOK (1995)
 KV6625
 KV6625                         *CURRENT SURVEY CONTROL
 KV6625  ___________________________________________________________________
 KV6625* NAD 83(1996)-  40 31 46.40610(N)    074 35 12.79714(W)     ADJUSTED  
 KV6625* NAVD 88     -        11.4    (meters)      37.     (feet)  VERTCON   
 KV6625  ___________________________________________________________________
 KV6625  X           -   1,290,262.673 (meters)                     COMP
 KV6625  Y           -  -4,680,085.512 (meters)                     COMP
 KV6625  Z           -   4,122,840.897 (meters)                     COMP
 KV6625  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 KV6625  ELLIP HEIGHT-         -21.89  (meters)          (10/23/02) GPS OBS
 KV6625  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KV6625
 KV6625  HORZ ORDER  -  SECOND
 KV6625  ELLP ORDER  -  FOURTH    CLASS I
 KV6625
 KV6625.The horizontal coordinates were established by GPS observations
 KV6625.and adjusted by the National Geodetic Survey in May 1999..
 KV6625
 KV6625.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6625
 KV6625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6625
 KV6625.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6625
 KV6625.The ellipsoidal height was determined by GPS observations
 KV6625.and is referenced to NAD 83.
 KV6625
 KV6625.The geoid height was determined by GEOID03.
 KV6625
 KV6625;                    North         East     Units Scale Factor Converg.
 KV6625;SPC NJ       -   188,314.047   142,638.660   MT  0.99990067   -0 03 23.3
 KV6625;SPC NJ       -   617,827.00    467,973.67   sFT  0.99990067   -0 03 23.3
 KV6625;UTM  18      - 4,486,617.561   534,989.245   MT  0.99961507   +0 16 06.5
 KV6625
 KV6625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6625!SPC NJ       -   1.00000343  x   0.99990067  =   0.99990410
 KV6625!UTM  18      -   1.00000343  x   0.99961507  =   0.99961850
 KV6625
 KV6625:                Primary Azimuth Mark                     Grid Az
 KV6625:SPC NJ       -  SC 208                                   105 17 01.7
 KV6625:UTM  18      -  SC 208                                   104 57 31.9
 KV6625
 KV6625|---------------------------------------------------------------------|
 KV6625| PID    Reference Object                     Distance      Geod. Az  |
 KV6625|                                                           dddmmss.s |
 KV6625| KV6624 SC 208                              473.169 METERS 1051338.4 |
 KV6625|---------------------------------------------------------------------|
 KV6625
 KV6625                          SUPERSEDED SURVEY CONTROL
 KV6625
 KV6625  ELLIP H (05/14/99)  -21.88   (m)                       GP(       ) 4 1
 KV6625  NAD 83(1986)-  40 31 46.40639(N)    074 35 12.79929(W) AD(       ) 2
 KV6625  NGVD 29 (10/04/91)   11.7    (m)           38.     (f) GPS OBS        
 KV6625
 KV6625.Superseded values are not recommended for survey control.
 KV6625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6625.See file dsdata.txt to determine how the superseded data were derived.
 KV6625
 KV6625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3498986618(NAD 83)
 KV6625_MARKER: DD = SURVEY DISK
 KV6625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6625_SP_SET: CONCRETE POST
 KV6625_STAMPING: 209
 KV6625_MARK LOGO: NJ-035
 KV6625_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6625+STABILITY: SURFACE MOTION
 KV6625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6625+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1990
 KV6625
 KV6625  HISTORY     - Date     Condition        Report By
 KV6625  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6625  HISTORY     - 19900209 GOOD
 KV6625  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 KV6625  HISTORY     - 20040331 MARK NOT FOUND   AASCO
 KV6625
 KV6625                          STATION DESCRIPTION
 KV6625
 KV6625'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6625'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP, ON THE SOUTH SIDE OF
 KV6625'MANVILLE CAUSEWAY, JUST EAST OF THE MILLSTONE RIVER.  TO REACH THE
 KV6625'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY I 287, EXIT 7, AND
 KV6625'WESTON CANAL ROAD, AT THE SOUTH WEST CORNER OF BOUND BROOK BOROUGH,
 KV6625'GO 4.32 KM (2.68 MI) SOUTHWEST ON WESTON CANAL ROAD TO THE JUNCTION
 KV6625'WITH MANVILLE CAUSEWAY, LEADING WEST ACROSS THE DELAWARE RARITAN
 KV6625'CANAL TOWARD MANVILLE BOROUGH, GO 0.48 KM (0.30 MI) WEST ON MANVILLE
 KV6625'CAUSEWAY TO THE STATION ON THE LEFT.  TO REACH THE STATION FROM THE
 KV6625'JUNCTION OF SOUTH MAIN STREET, MILLSTONE RIVER ROAD, COUNTY ROAD 533
 KV6625'AND WILHOUSKI STREET, MANVILLE CAUSEWAY, COUNTY ROAD 623, IN MANVILLE
 KV6625'BOROUGH, GO 0.32 KM (0.20 MI) EAST ON WILHOUSKI STREET, MANVILLE
 KV6625'CAUSEWAY TO THE STATION ON THE RIGHT OPPOSITE THE NORTHWEST END OF A
 KV6625'THREE STORY FRAME HOUSE AND ABOUT 119.3 M (391.40 FT) SOUTHEAST OF
 KV6625'THE CENTER OF THE BRIDGE OVER THE MILLSTONE RIVER.  THE STATION IS
 KV6625'21.1 M (69.23 FT) NORTHWEST OF UTILITY POLE 60619 FLN, 5.5 M
 KV6625'(18.04 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 13.5 M
 KV6625'(44.29 FT)  SOUTHEAST OF UTILITY POLE 60616 FLN AND 1.9 M (6.23 FT)
 KV6625'SOUTHWEST OF THE SOUTHWEST EDGE OF THE PAVEMENT AND RECESSED 0.15 M
 KV6625'(0.49 FT) BELOW THE GROUND.  DESCRIPTION BY NJGS RJK,SRB.
 KV6625
 KV6625                          STATION RECOVERY (1990)
 KV6625
 KV6625'RECOVERED 1990
 KV6625'RECOVERED IN GOOD CONDITION.
 KV6625
 KV6625                          STATION RECOVERY (2003)
 KV6625
 KV6625'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV6625'UTILITY POLE WAS LOCATED, BUT NOT THE MARK.
 KV6625
 KV6625                          STATION RECOVERY (2004)
 KV6625
 KV6625'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2004 (JAL)
 KV6625'MARK NOW FALLS IN THE NEW SHOULDER OF THE ROADWAY. IT APPEARS THE MARK
 KV6625'WAD DESTROYED WHEN ROADWAY WAS RECONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6626 ***********************************************************************
 KV6626  DESIGNATION -  SC 210
 KV6626  PID         -  KV6626
 KV6626  STATE/COUNTY-  NJ/SOMERSET
 KV6626  USGS QUAD   -  BOUND BROOK (1995)
 KV6626
 KV6626                         *CURRENT SURVEY CONTROL
 KV6626  ___________________________________________________________________
 KV6626* NAD 83(1996)-  40 32 32.81783(N)    074 32 05.44333(W)     ADJUSTED  
 KV6626* NAVD 88     -        20.3    (meters)      67.     (feet)  VERTCON   
 KV6626  ___________________________________________________________________
 KV6626  X           -   1,294,266.872 (meters)                     COMP
 KV6626  Y           -  -4,678,021.496 (meters)                     COMP
 KV6626  Z           -   4,123,934.794 (meters)                     COMP
 KV6626  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 KV6626  ELLIP HEIGHT-         -12.84  (meters)          (10/23/02) GPS OBS
 KV6626  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KV6626
 KV6626  HORZ ORDER  -  SECOND
 KV6626  ELLP ORDER  -  FOURTH    CLASS I
 KV6626
 KV6626.The horizontal coordinates were established by GPS observations
 KV6626.and adjusted by the National Geodetic Survey in May 1999..
 KV6626
 KV6626.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6626
 KV6626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6626
 KV6626.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6626
 KV6626.The ellipsoidal height was determined by GPS observations
 KV6626.and is referenced to NAD 83.
 KV6626
 KV6626.The geoid height was determined by GEOID03.
 KV6626
 KV6626;                    North         East     Units Scale Factor Converg.
 KV6626;SPC NJ       -   189,742.468   147,048.394   MT  0.99990011   -0 01 21.5
 KV6626;SPC NJ       -   622,513.41    482,441.27   sFT  0.99990011   -0 01 21.5
 KV6626;UTM  18      - 4,488,070.558   539,389.559   MT  0.99961910   +0 18 08.5
 KV6626
 KV6626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6626!SPC NJ       -   1.00000201  x   0.99990011  =   0.99990212
 KV6626!UTM  18      -   1.00000201  x   0.99961910  =   0.99962111
 KV6626
 KV6626:                Primary Azimuth Mark                     Grid Az
 KV6626:SPC NJ       -  SC 211                                   198 24 55.8
 KV6626:UTM  18      -  SC 211                                   198 05 25.8
 KV6626
 KV6626|---------------------------------------------------------------------|
 KV6626| PID    Reference Object                     Distance      Geod. Az  |
 KV6626|                                                           dddmmss.s |
 KV6626| KV6627 SC 211                              APPROX. 0.7 KM 1982334.3 |
 KV6626|---------------------------------------------------------------------|
 KV6626
 KV6626                          SUPERSEDED SURVEY CONTROL
 KV6626
 KV6626  ELLIP H (05/14/99)  -12.83   (m)                       GP(       ) 4 1
 KV6626  NAD 83(1986)-  40 32 32.81841(N)    074 32 05.44550(W) AD(       ) 2
 KV6626  NGVD 29 (10/04/91)   20.6    (m)           68.     (f) GPS OBS        
 KV6626
 KV6626.Superseded values are not recommended for survey control.
 KV6626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6626.See file dsdata.txt to determine how the superseded data were derived.
 KV6626
 KV6626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3939088071(NAD 83)
 KV6626_MARKER: DD = SURVEY DISK
 KV6626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6626_SP_SET: CONCRETE POST
 KV6626_STAMPING: 210
 KV6626_MARK LOGO: NJ-035
 KV6626_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6626+STABILITY: SURFACE MOTION
 KV6626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6626+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6626
 KV6626  HISTORY     - Date     Condition        Report By
 KV6626  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6626
 KV6626                          STATION DESCRIPTION
 KV6626
 KV6626'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6626'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP, ON THE EAST SIDE OF
 KV6626'ELIZABETH AVENUE, COUNTY ROAD 621, AT THE ELIZABETH AVENUE SCHOOL.
 KV6626'TO REACH THE STATION FROM THE TEE JUNCTION OF RIVER ROAD, COUNTY
 KV6626'ROAD 533, AND AMWELL ROAD, COUNTY ROAD 514, IN MILLSTONE BOROUGH, GO
 KV6626'3.12 KM (1.94 MI) EAST ON ROUTE 514 TO ELIZABETH AVENUE, TURN LEFT,
 KV6626'AND GO 5.28 KM (3.28 MI) NORTHEAST ON ROUTE 621 TO THE ELIZABETH
 KV6626'AVENUE SCHOOL AND THE STATION ON THE RIGHT.  IT IS 18.6 M (61.02 FT)
 KV6626'WEST FROM THE FLAGPOLE, 7.0 M (22.97 FT) SOUTHWEST FROM POLE 67334 FL,
 KV6626'7.2 M (23.62 FT) NORTHEAST FROM THE CENTERLINE OF THE SCHOOL DRIVEWAY
 KV6626'AND ADJACENT TO THE SIDEWALK.  THE STATION IS FLUSH WITH THE GROUND.
 KV6626'DESCRIPTION BY NJGS FAC,SRB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6627 ***********************************************************************
 KV6627  DESIGNATION -  SC 211
 KV6627  PID         -  KV6627
 KV6627  STATE/COUNTY-  NJ/SOMERSET
 KV6627  USGS QUAD   -  BOUND BROOK (1995)
 KV6627
 KV6627                         *CURRENT SURVEY CONTROL
 KV6627  ___________________________________________________________________
 KV6627* NAD 83(1996)-  40 32 12.74727(N)    074 32 14.19071(W)     ADJUSTED  
 KV6627* NAVD 88     -        22.8    (meters)      75.     (feet)  VERTCON   
 KV6627  ___________________________________________________________________
 KV6627  X           -   1,294,176.264 (meters)                     COMP
 KV6627  Y           -  -4,678,466.010 (meters)                     COMP
 KV6627  Z           -   4,123,465.910 (meters)                     COMP
 KV6627  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 KV6627  ELLIP HEIGHT-         -10.38  (meters)          (10/23/02) GPS OBS
 KV6627  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KV6627
 KV6627  HORZ ORDER  -  SECOND
 KV6627  ELLP ORDER  -  FOURTH    CLASS I
 KV6627
 KV6627.The horizontal coordinates were established by GPS observations
 KV6627.and adjusted by the National Geodetic Survey in May 1999..
 KV6627
 KV6627.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6627
 KV6627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6627
 KV6627.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6627
 KV6627.The ellipsoidal height was determined by GPS observations
 KV6627.and is referenced to NAD 83.
 KV6627
 KV6627.The geoid height was determined by GEOID03.
 KV6627
 KV6627;                    North         East     Units Scale Factor Converg.
 KV6627;SPC NJ       -   189,123.521   146,842.311   MT  0.99990012   -0 01 27.2
 KV6627;SPC NJ       -   620,482.75    481,765.15   sFT  0.99990012   -0 01 27.2
 KV6627;UTM  18      - 4,487,450.626   539,187.048   MT  0.99961890   +0 18 02.7
 KV6627
 KV6627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6627!SPC NJ       -   1.00000163  x   0.99990012  =   0.99990175
 KV6627!UTM  18      -   1.00000163  x   0.99961890  =   0.99962053
 KV6627
 KV6627:                Primary Azimuth Mark                     Grid Az
 KV6627:SPC NJ       -  SC 210                                   018 24 55.8
 KV6627:UTM  18      -  SC 210                                   018 05 25.9
 KV6627
 KV6627|---------------------------------------------------------------------|
 KV6627| PID    Reference Object                     Distance      Geod. Az  |
 KV6627|                                                           dddmmss.s |
 KV6627| KV6626 SC 210                              APPROX. 0.7 KM 0182328.6 |
 KV6627|---------------------------------------------------------------------|
 KV6627
 KV6627                          SUPERSEDED SURVEY CONTROL
 KV6627
 KV6627  ELLIP H (05/14/99)  -10.37   (m)                       GP(       ) 4 1
 KV6627  NAD 83(1986)-  40 32 12.74784(N)    074 32 14.19289(W) AD(       ) 2
 KV6627  NGVD 29 (10/04/91)   23.1    (m)           76.     (f) GPS OBS        
 KV6627
 KV6627.Superseded values are not recommended for survey control.
 KV6627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6627.See file dsdata.txt to determine how the superseded data were derived.
 KV6627
 KV6627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3918787451(NAD 83)
 KV6627_MARKER: DD = SURVEY DISK
 KV6627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6627_SP_SET: CONCRETE POST
 KV6627_STAMPING: 211
 KV6627_MARK LOGO: NJ-035
 KV6627_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6627+STABILITY: SURFACE MOTION
 KV6627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6627+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6627
 KV6627  HISTORY     - Date     Condition        Report By
 KV6627  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6627
 KV6627                          STATION DESCRIPTION
 KV6627
 KV6627'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6627'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP, ON THE WEST SIDE OF
 KV6627'ELIZABETH AVENUE, COUNTY ROAD 621.  TO REACH THE STATION FROM THE TEE
 KV6627'JUNCTION OF RIVER ROAD, COUNTY ROAD 533, AND AMWELL ROAD, COUNTY ROAD
 KV6627'514, IN MILLSTONE BOROUGH, GO 3.12 KM (1.94 MI) EAST ON ROUTE 514 TO
 KV6627'ITS JUNCTION WITH ELIZABETH AVENUE, TURN LEFT, AND GO 4.56 KM
 KV6627'(2.83 MI) NORTHEAST TO A LARGE SINGLE STORY MASONRY BUILDING, NUMBER
 KV6627'35, AND THE STATION ON THE LEFT.  IT IS 7.3 M (23.95 FT) NORTHWEST
 KV6627'FROM THE ELIZABETH AVENUE CENTERLINE, 12.0 M (39.37 FT) NORTHEAST
 KV6627'FROM THE CENTERLINE OF THE DRIVE TO BUILDING NUMBER 35, 21.0 M
 KV6627'(68.90 FT) SOUTHWEST FROM POLE 61415 F AND 22.2 M (72.83 FT)
 KV6627'NORTHEAST FROM POLE 61416 F.  THE STATION IS FLUSH WITH THE LAWN JUST
 KV6627'BEHIND THE CURB. DESCRIPTION BY NJGS SRB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6628 ***********************************************************************
 KV6628  DESIGNATION -  SC 212
 KV6628  PID         -  KV6628
 KV6628  STATE/COUNTY-  NJ/SOMERSET
 KV6628  USGS QUAD   -  BOUND BROOK (1995)
 KV6628
 KV6628                         *CURRENT SURVEY CONTROL
 KV6628  ___________________________________________________________________
 KV6628* NAD 83(1996)-  40 31 48.32095(N)    074 30 46.39229(W)     ADJUSTED  
 KV6628* NAVD 88     -        15.8    (meters)      52.     (feet)  GPS OBS   
 KV6628  ___________________________________________________________________
 KV6628  X           -   1,296,296.926 (meters)                     COMP
 KV6628  Y           -  -4,678,381.536 (meters)                     COMP
 KV6628  Z           -   4,122,888.786 (meters)                     COMP
 KV6628  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 KV6628  ELLIP HEIGHT-         -17.28  (meters)          (10/23/02) GPS OBS
 KV6628  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KV6628
 KV6628  HORZ ORDER  -  FIRST
 KV6628  ELLP ORDER  -  FOURTH    CLASS I
 KV6628
 KV6628.The horizontal coordinates were established by GPS observations
 KV6628.and adjusted by the National Geodetic Survey in May 1999..
 KV6628
 KV6628.The orthometric height was determined by GPS observations and a
 KV6628.high-resolution geoid model.
 KV6628
 KV6628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6628
 KV6628.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6628
 KV6628.The ellipsoidal height was determined by GPS observations
 KV6628.and is referenced to NAD 83.
 KV6628
 KV6628.The geoid height was determined by GEOID03.
 KV6628
 KV6628;                    North         East     Units Scale Factor Converg.
 KV6628;SPC NJ       -   188,369.559   148,908.217   MT  0.99990001   -0 00 30.1
 KV6628;SPC NJ       -   618,009.13    488,543.04   sFT  0.99990001   -0 00 30.1
 KV6628;UTM  18      - 4,486,708.601   541,256.616   MT  0.99962095   +0 18 59.6
 KV6628
 KV6628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6628!SPC NJ       -   1.00000271  x   0.99990001  =   0.99990272
 KV6628!UTM  18      -   1.00000271  x   0.99962095  =   0.99962366
 KV6628
 KV6628:                Primary Azimuth Mark                     Grid Az
 KV6628:SPC NJ       -  SC 213                                   219 56 27.0
 KV6628:UTM  18      -  SC 213                                   219 36 57.3
 KV6628
 KV6628|---------------------------------------------------------------------|
 KV6628| PID    Reference Object                     Distance      Geod. Az  |
 KV6628|                                                           dddmmss.s |
 KV6628| KV6629 SC 213                              APPROX. 0.7 KM 2195556.9 |
 KV6628|---------------------------------------------------------------------|
 KV6628
 KV6628                          SUPERSEDED SURVEY CONTROL
 KV6628
 KV6628  NAD 83(1986)-  40 31 48.32167(N)    074 30 46.39452(W) AD(       ) 1
 KV6628  NAD 83(1986)-  40 31 48.32167(N)    074 30 46.39452(W) AD(       ) 2
 KV6628  NGVD 29 (10/04/91)   16.1    (m)           53.     (f) GPS OBS        
 KV6628
 KV6628.Superseded values are not recommended for survey control.
 KV6628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6628.See file dsdata.txt to determine how the superseded data were derived.
 KV6628
 KV6628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4125786709(NAD 83)
 KV6628_MARKER: DD = SURVEY DISK
 KV6628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6628_SP_SET: CONCRETE POST
 KV6628_STAMPING: 212
 KV6628_MARK LOGO: NJ-035
 KV6628_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6628+STABILITY: SURFACE MOTION
 KV6628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6628+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 KV6628
 KV6628  HISTORY     - Date     Condition        Report By
 KV6628  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6628  HISTORY     - 19901130 GOOD             NJGS
 KV6628  HISTORY     - 20020918 GOOD             INDIV
 KV6628
 KV6628                          STATION DESCRIPTION
 KV6628
 KV6628'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6628'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP, ON THE SOUTHEAST SIDE OF
 KV6628'CEDAR GROVE ROAD, COUNTY ROAD 619.  TO REACH THE STATION FROM THE
 KV6628'JUNCTION OF MAIN STREET, RIVER ROAD, COUNTY ROAD 533 AND AMWELL ROAD,
 KV6628'COUNTY ROAD 514 EAST, IN MILLVILLE BOROUGH, GO 4.48 KM (2.78 MI) EAST
 KV6628'THEN NORTH ON AMWELL ROAD TO CEDAR GROVE ROAD, COUNTY ROAD 619, TURN
 KV6628'LEFT AND GO 4.24 KM (2.63 MI) NORTHEAST ON ROUTE 619 TO THE STATION
 KV6628'ON THE RIGHT, JUST BEHIND THE CURB.  THE STATION IS 8.0 M (26.25 FT)
 KV6628'SOUTHEAST FROM THE ROUTE 619 CENTERLINE, 6.3 M (20.67 FT) NORTHEAST
 KV6628'FROM THE CENTER OF A TYPE B INLET, 30.4 M (99.74 FT) SOUTHWEST FROM
 KV6628'THE EXTENDED CENTERLINE OF A STONE DRIVE ON THE NORTHWEST SIDE OF THE
 KV6628'ROAD AND 9.3 M (30.51 FT) NORTHEAST FROM POLE A 63115 FL.  THE
 KV6628'STATION IS 0.2 M (0.66 FT) BELOW THE GROUND.  DESCRIPTION BY NJGS FAC
 KV6628',SRB.
 KV6628
 KV6628                          STATION RECOVERY (1990)
 KV6628
 KV6628'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6628'RECOVERED IN GOOD CONDITION.
 KV6628
 KV6628                          STATION RECOVERY (2002)
 KV6628
 KV6628'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (IBB)
 KV6628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6629 ***********************************************************************
 KV6629  DESIGNATION -  SC 213
 KV6629  PID         -  KV6629
 KV6629  STATE/COUNTY-  NJ/SOMERSET
 KV6629  USGS QUAD   -  BOUND BROOK (1995)
 KV6629
 KV6629                         *CURRENT SURVEY CONTROL
 KV6629  ___________________________________________________________________
 KV6629* NAD 83(1996)-  40 31 30.73558(N)    074 31 05.68283(W)     ADJUSTED  
 KV6629* NAVD 88     -        24.1    (meters)      79.     (feet)  GPS OBS   
 KV6629  ___________________________________________________________________
 KV6629  X           -   1,295,955.140 (meters)                     COMP
 KV6629  Y           -  -4,678,848.462 (meters)                     COMP
 KV6629  Z           -   4,122,481.828 (meters)                     COMP
 KV6629  LAPLACE CORR-           5.14  (seconds)                    DEFLEC99
 KV6629  ELLIP HEIGHT-          -9.06  (meters)          (10/23/02) GPS OBS
 KV6629  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KV6629
 KV6629  HORZ ORDER  -  FIRST
 KV6629  ELLP ORDER  -  FOURTH    CLASS I
 KV6629
 KV6629.The horizontal coordinates were established by GPS observations
 KV6629.and adjusted by the National Geodetic Survey in May 1999..
 KV6629
 KV6629.The orthometric height was determined by GPS observations and a
 KV6629.high-resolution geoid model.
 KV6629
 KV6629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6629
 KV6629.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6629
 KV6629.The ellipsoidal height was determined by GPS observations
 KV6629.and is referenced to NAD 83.
 KV6629
 KV6629.The geoid height was determined by GEOID03.
 KV6629
 KV6629;                    North         East     Units Scale Factor Converg.
 KV6629;SPC NJ       -   187,827.259   148,454.126   MT  0.99990003   -0 00 42.7
 KV6629;SPC NJ       -   616,229.93    487,053.25   sFT  0.99990003   -0 00 42.7
 KV6629;UTM  18      - 4,486,163.887   540,805.734   MT  0.99962050   +0 18 46.9
 KV6629
 KV6629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6629!SPC NJ       -   1.00000142  x   0.99990003  =   0.99990145
 KV6629!UTM  18      -   1.00000142  x   0.99962050  =   0.99962192
 KV6629
 KV6629:                Primary Azimuth Mark                     Grid Az
 KV6629:SPC NJ       -  SC 212                                   039 56 27.1
 KV6629:UTM  18      -  SC 212                                   039 36 57.5
 KV6629
 KV6629|---------------------------------------------------------------------|
 KV6629| PID    Reference Object                     Distance      Geod. Az  |
 KV6629|                                                           dddmmss.s |
 KV6629| KV6628 SC 212                              APPROX. 0.7 KM 0395544.4 |
 KV6629|---------------------------------------------------------------------|
 KV6629
 KV6629                          SUPERSEDED SURVEY CONTROL
 KV6629
 KV6629  NAD 83(1986)-  40 31 30.73628(N)    074 31 05.68509(W) AD(       ) 1
 KV6629  NAD 83(1986)-  40 31 30.73628(N)    074 31 05.68509(W) AD(       ) 2
 KV6629  NGVD 29 (10/04/91)   24.3    (m)           80.     (f) GPS OBS        
 KV6629
 KV6629.Superseded values are not recommended for survey control.
 KV6629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6629.See file dsdata.txt to determine how the superseded data were derived.
 KV6629
 KV6629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4080686164(NAD 83)
 KV6629_MARKER: DD = SURVEY DISK
 KV6629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6629_SP_SET: CONCRETE POST
 KV6629_STAMPING: 213
 KV6629_MARK LOGO: NJ-035
 KV6629_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6629+STABILITY: SURFACE MOTION
 KV6629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6629+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 KV6629
 KV6629  HISTORY     - Date     Condition        Report By
 KV6629  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6629  HISTORY     - 19901130 GOOD             NJGS
 KV6629  HISTORY     - 20020918 GOOD             INDIV
 KV6629
 KV6629                          STATION DESCRIPTION
 KV6629
 KV6629'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6629'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP, ON THE NORTHWEST SIDE OF
 KV6629'CEDAR GROVE ROAD, COUNTY ROAD 619, NORTHEAST FROM A ONE STORY BRICK
 KV6629'OFFICE BUILDING, NUMBER 183.  TO REACH THE STATION FROM THE JUNCTION
 KV6629'OF MAIN STREET, RIVER ROAD, COUNTY ROAD 533, AND AMWELL ROAD, COUNTY
 KV6629'ROAD 514 EAST, IN MILLSTONE BOROUGH, GO 4.48 KM (2.78 MI) EAST THEN
 KV6629'NORTH ON AMWELL ROAD TO CEDAR GROVE ROAD, COUNTY ROAD 619, TURN LEFT,
 KV6629'AND GO 3.47 KM (2.16 MI) NORTHEAST ON ROUTE 619 TO THE STATION ON THE
 KV6629'LEFT.  IT IS 12.3 M (40.35 FT) NORTHWEST 0F THE ROUTE 619 CENTERLINE,
 KV6629'17.0 M (55.77 FT) NORTHEAST FROM THE CENTER OF A DOUBLE GRATE INLET
 KV6629'IN THE EARTH, 10.2 M (33.46 FT) SOUTHWEST FROM A GAS VALVE COVER IN
 KV6629'THE ROAD, 14.9 M (48.88 FT) EAST FROM THE CENTER OF A SEWER MANHOLE
 KV6629'AND 6.0 M (19.68 FT) NORTHWEST FROM THE EDGE OF THE ROAD.  THE
 KV6629'STATION IS 0.1 M (0.33 FT) BELOW THE GROUND.  DESCRIPTION BY NJGS FAC
 KV6629',SRB.
 KV6629
 KV6629                          STATION RECOVERY (1990)
 KV6629
 KV6629'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6629'RECOVERED IN GOOD CONDITION.
 KV6629
 KV6629                          STATION RECOVERY (2002)
 KV6629
 KV6629'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (IBB)
 KV6629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6630 ***********************************************************************
 KV6630  DESIGNATION -  SC 214
 KV6630  PID         -  KV6630
 KV6630  STATE/COUNTY-  NJ/SOMERSET
 KV6630  USGS QUAD   -  PLAINFIELD (1995)
 KV6630
 KV6630                         *CURRENT SURVEY CONTROL
 KV6630  ___________________________________________________________________
 KV6630* NAD 83(1996)-  40 30 06.02578(N)    074 28 20.00669(W)     ADJUSTED  
 KV6630* NAVD 88     -        24.5    (meters)      80.     (feet)  GPS OBS   
 KV6630  ___________________________________________________________________
 KV6630  X           -   1,300,167.400 (meters)                     COMP
 KV6630  Y           -  -4,679,441.920 (meters)                     COMP
 KV6630  Z           -   4,120,495.722 (meters)                     COMP
 KV6630  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 KV6630  ELLIP HEIGHT-          -8.47  (meters)          (10/23/02) GPS OBS
 KV6630  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV6630
 KV6630  HORZ ORDER  -  FIRST
 KV6630  ELLP ORDER  -  FOURTH    CLASS I
 KV6630
 KV6630.The horizontal coordinates were established by GPS observations
 KV6630.and adjusted by the National Geodetic Survey in May 1999..
 KV6630
 KV6630.The orthometric height was determined by GPS observations and a
 KV6630.high-resolution geoid model.
 KV6630
 KV6630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6630
 KV6630.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6630
 KV6630.The ellipsoidal height was determined by GPS observations
 KV6630.and is referenced to NAD 83.
 KV6630
 KV6630.The geoid height was determined by GEOID03.
 KV6630
 KV6630;                    North         East     Units Scale Factor Converg.
 KV6630;SPC NJ       -   185,214.798   152,354.209   MT  0.99990007   +0 01 04.9
 KV6630;SPC NJ       -   607,658.88    499,848.77   sFT  0.99990007   +0 01 04.9
 KV6630;UTM  18      - 4,483,574.297   544,719.478   MT  0.99962462   +0 20 34.0
 KV6630
 KV6630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6630!SPC NJ       -   1.00000133  x   0.99990007  =   0.99990140
 KV6630!UTM  18      -   1.00000133  x   0.99962462  =   0.99962595
 KV6630
 KV6630:                Primary Azimuth Mark                     Grid Az
 KV6630:SPC NJ       -  SC 215                                   217 16 52.1
 KV6630:UTM  18      -  SC 215                                   216 57 23.0
 KV6630
 KV6630|---------------------------------------------------------------------|
 KV6630| PID    Reference Object                     Distance      Geod. Az  |
 KV6630|                                                           dddmmss.s |
 KV6630| KV6631 SC 215                              APPROX. 0.6 KM 2171757.0 |
 KV6630|---------------------------------------------------------------------|
 KV6630
 KV6630                          SUPERSEDED SURVEY CONTROL
 KV6630
 KV6630  NAD 83(1996)-  40 30 06.02598(N)    074 28 20.00859(W) AD(       ) 1
 KV6630  NAD 83(1986)-  40 30 06.02681(N)    074 28 20.00897(W) AD(       ) 1
 KV6630  NAD 83(1986)-  40 30 06.02681(N)    074 28 20.00897(W) AD(       ) 2
 KV6630  NGVD 29 (10/04/91)   24.8    (m)           81.     (f) GPS OBS        
 KV6630
 KV6630.Superseded values are not recommended for survey control.
 KV6630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6630.See file dsdata.txt to determine how the superseded data were derived.
 KV6630
 KV6630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4471983574(NAD 83)
 KV6630_MARKER: DD = SURVEY DISK
 KV6630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6630_SP_SET: CONCRETE POST
 KV6630_STAMPING: 214
 KV6630_MARK LOGO: NJ-035
 KV6630_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6630+STABILITY: SURFACE MOTION
 KV6630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6630+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1991
 KV6630
 KV6630  HISTORY     - Date     Condition        Report By
 KV6630  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6630  HISTORY     - 19901130 GOOD             NJGS
 KV6630  HISTORY     - 19911017 GOOD
 KV6630  HISTORY     - 20031111 GOOD             INDIV
 KV6630
 KV6630                          STATION DESCRIPTION
 KV6630
 KV6630'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6630'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP, ON THE NORTHWEST SIDE OF
 KV6630'FRANKLIN BOULEVARD.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6630'LINCOLN AVENUE, STATE ROUTE 27, AND FRANKLIN BOULEVARD, IN SOMERSET,
 KV6630'GO 2.56 KM (1.59 MI) NORTHWEST ON FRANKLIN BOULEVARD TO A ONE STORY
 KV6630'FRAME DWELLING, NUMBER 140 AND THE STATION ON THE LEFT.  THE STATION
 KV6630'IS 1.92 KM (1.19 MI) NORTHEAST FROM THE JUNCTION OF HAMILTON STREET,
 KV6630'COUNTY ROAD 514, AND FRANKLIN BOULEVARD.  THE STATION IS BETWEEN
 KV6630'HOUSES NUMBERED 134 AND 140, BETWEEN THE CURB AND THE SIDEWALK, 6.8 M
 KV6630'(22.31 FT) NORTHWEST FROM THE FRANKLIN BOULEVARD CENTERLINE, 12.2 M
 KV6630'(40.03 FT) EAST FROM THE NORTHEAST CORNER OF HOUSE NUMBER 140, 18.4 M
 KV6630'(60.37 FT) SOUTH FROM THE SOUTHWEST CORNER OF HOUSE NUMBER 134, 22.5
 KV6630'M (73.82 FT) SOUTHWEST FROM POLE 64841 FL AND 14.2 M (46.59 FT)
 KV6630'NORTHWEST FROM THE EXTENDED CENTERLINE OF ROBBINS AVENUE. THE STATION
 KV6630'IS 0.2 M (0.66 FT) BELOW THE GROUND.  DESCRIBED BY NJGS RJK.
 KV6630
 KV6630                          STATION RECOVERY (1990)
 KV6630
 KV6630'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6630'RECOVERED IN GOOD CONDITION.
 KV6630
 KV6630                          STATION RECOVERY (1991)
 KV6630
 KV6630'RECOVERED 1991
 KV6630'RECOVERED IN GOOD CONDITION.
 KV6630
 KV6630                          STATION RECOVERY (2003)
 KV6630
 KV6630'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RFH)
 KV6630'RECOVERED AS DESCRIBED BY MACDEL ENGINEERING, P.C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6631 ***********************************************************************
 KV6631  DESIGNATION -  SC 215
 KV6631  PID         -  KV6631
 KV6631  STATE/COUNTY-  NJ/SOMERSET
 KV6631  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV6631
 KV6631                         *CURRENT SURVEY CONTROL
 KV6631  ___________________________________________________________________
 KV6631* NAD 83(1996)-  40 29 49.51021(N)    074 28 36.48668(W)     ADJUSTED  
 KV6631* NAVD 88     -        24.6    (meters)      81.     (feet)  GPS OBS   
 KV6631  ___________________________________________________________________
 KV6631  X           -   1,299,882.081 (meters)                     COMP
 KV6631  Y           -  -4,679,864.621 (meters)                     COMP
 KV6631  Z           -   4,120,108.395 (meters)                     COMP
 KV6631  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 KV6631  ELLIP HEIGHT-          -8.39  (meters)          (10/23/02) GPS OBS
 KV6631  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV6631
 KV6631  HORZ ORDER  -  FIRST
 KV6631  ELLP ORDER  -  FOURTH    CLASS I
 KV6631
 KV6631.The horizontal coordinates were established by GPS observations
 KV6631.and adjusted by the National Geodetic Survey in May 1999..
 KV6631
 KV6631.The orthometric height was determined by GPS observations and a
 KV6631.high-resolution geoid model.
 KV6631
 KV6631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6631
 KV6631.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6631
 KV6631.The ellipsoidal height was determined by GPS observations
 KV6631.and is referenced to NAD 83.
 KV6631
 KV6631.The geoid height was determined by GEOID03.
 KV6631
 KV6631;                    North         East     Units Scale Factor Converg.
 KV6631;SPC NJ       -   184,705.304   151,966.343   MT  0.99990005   +0 00 54.2
 KV6631;SPC NJ       -   605,987.32    498,576.24   sFT  0.99990005   +0 00 54.2
 KV6631;UTM  18      - 4,483,062.753   544,334.612   MT  0.99962419   +0 20 23.2
 KV6631
 KV6631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6631!SPC NJ       -   1.00000132  x   0.99990005  =   0.99990137
 KV6631!UTM  18      -   1.00000132  x   0.99962419  =   0.99962551
 KV6631
 KV6631:                Primary Azimuth Mark                     Grid Az
 KV6631:SPC NJ       -  SC 214                                   037 16 52.1
 KV6631:UTM  18      -  SC 214                                   036 57 23.1
 KV6631
 KV6631|---------------------------------------------------------------------|
 KV6631| PID    Reference Object                     Distance      Geod. Az  |
 KV6631|                                                           dddmmss.s |
 KV6631| KV6630 SC 214                              APPROX. 0.6 KM 0371746.3 |
 KV6631|---------------------------------------------------------------------|
 KV6631
 KV6631                          SUPERSEDED SURVEY CONTROL
 KV6631
 KV6631  NAD 83(1996)-  40 29 49.51041(N)    074 28 36.48858(W) AD(       ) 1
 KV6631  NAD 83(1986)-  40 29 49.51124(N)    074 28 36.48895(W) AD(       ) 1
 KV6631  NAD 83(1986)-  40 29 49.51125(N)    074 28 36.48895(W) AD(       ) 2
 KV6631  NGVD 29 (10/04/91)   24.9    (m)           82.     (f) GPS OBS        
 KV6631
 KV6631.Superseded values are not recommended for survey control.
 KV6631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6631.See file dsdata.txt to determine how the superseded data were derived.
 KV6631
 KV6631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4433583063(NAD 83)
 KV6631_MARKER: DD = SURVEY DISK
 KV6631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6631_SP_SET: CONCRETE POST
 KV6631_STAMPING: 215
 KV6631_MARK LOGO: NJ-035
 KV6631_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6631+STABILITY: SURFACE MOTION
 KV6631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6631+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2003
 KV6631
 KV6631  HISTORY     - Date     Condition        Report By
 KV6631  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6631  HISTORY     - 19901130 GOOD             NJGS
 KV6631  HISTORY     - 20001212 GOOD             TWT
 KV6631  HISTORY     - 20031111 GOOD             INDIV
 KV6631
 KV6631                          STATION DESCRIPTION
 KV6631
 KV6631'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6631'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP, ON THE SOUTHEAST SIDE OF
 KV6631'FRANKLIN BOULEVARD, IN SOMERSET BOROUGH.  TO REACH THE STATION FROM
 KV6631'THE JUNCTION OF LINCOLN AVE, STATE ROUTE 27, AND FRANKLIN BOULEVARD,
 KV6631'IN SOMERSET BOROUGH, GO 1.92 KM (1.19 MI) NORTHEAST ON FRANKLIN
 KV6631'BOULEVARD TO JUST NORTH OF BAIER STREET AND THE STATION ON THE RIGHT.
 KV6631'IT IS 6.8 M (22.31 FT) SOUTHEAST FROM THE FRANKLIN BOULEVARD
 KV6631'CENTERLINE, 17.0 M (55.77 FT) NORTHEAST FROM THE BAIER STREET
 KV6631'CENTERLINE, 13.5 M (44.29 FT) WEST FROM THE SOUTHWEST CORNER OF A TWO
 KV6631'STORY BRICK APARTMENT BUILDING, AND 13.0 M (42.65 FT) NORTH FROM THE
 KV6631'NORTH LEG OF A MAIL BOX.  THE STATION IS 0.1 M (0.33 FT) BELOW THE
 KV6631'GROUND.  DESCRIPTION BY NJGS RJK.
 KV6631
 KV6631                          STATION RECOVERY (1990)
 KV6631
 KV6631'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6631'RECOVERED IN GOOD CONDITION.
 KV6631
 KV6631                          STATION RECOVERY (2000)
 KV6631
 KV6631'RECOVERY NOTE BY TWT CONS ENG 2000 (DRF)
 KV6631'RECOVERED IN GOOD CONDITION.
 KV6631
 KV6631                          STATION RECOVERY (2003)
 KV6631
 KV6631'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RFH)
 KV6631'RECOVERED AS DESCRIBED BY MACDEL ENGINEERING, P.C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6632 ***********************************************************************
 KV6632  DESIGNATION -  SC 216
 KV6632  PID         -  KV6632
 KV6632  STATE/COUNTY-  NJ/SOMERSET
 KV6632  USGS QUAD   -  ROCKY HILL (1970)
 KV6632
 KV6632                         *CURRENT SURVEY CONTROL
 KV6632  ___________________________________________________________________
 KV6632* NAD 83(1996)-  40 24 29.89634(N)    074 41 54.45275(W)     ADJUSTED  
 KV6632* NAVD 88     -        44.6    (meters)     146.     (feet)  GPS OBS   
 KV6632  ___________________________________________________________________
 KV6632  X           -   1,283,459.599 (meters)                     COMP
 KV6632  Y           -  -4,691,042.457 (meters)                     COMP
 KV6632  Z           -   4,112,619.269 (meters)                     COMP
 KV6632  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 KV6632  ELLIP HEIGHT-          11.19  (meters)          (10/23/02) GPS OBS
 KV6632  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 KV6632
 KV6632  HORZ ORDER  -  FIRST
 KV6632  ELLP ORDER  -  FOURTH    CLASS I
 KV6632
 KV6632.The horizontal coordinates were established by GPS observations
 KV6632.and adjusted by the National Geodetic Survey in May 1999..
 KV6632
 KV6632.The orthometric height was determined by GPS observations and a
 KV6632.high-resolution geoid model.
 KV6632
 KV6632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6632
 KV6632.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6632
 KV6632.The ellipsoidal height was determined by GPS observations
 KV6632.and is referenced to NAD 83.
 KV6632
 KV6632.The geoid height was determined by GEOID03.
 KV6632
 KV6632;                    North         East     Units Scale Factor Converg.
 KV6632;SPC NJ       -   174,866.332   133,155.862   MT  0.99990349   -0 07 43.1
 KV6632;SPC NJ       -   573,707.29    436,862.19   sFT  0.99990349   -0 07 43.1
 KV6632;UTM  18      - 4,473,120.275   525,585.498   MT  0.99960806   +0 11 43.7
 KV6632
 KV6632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6632!SPC NJ       -   0.99999824  x   0.99990349  =   0.99990173
 KV6632!UTM  18      -   0.99999824  x   0.99960806  =   0.99960631
 KV6632
 KV6632                          SUPERSEDED SURVEY CONTROL
 KV6632
 KV6632  ELLIP H (05/14/99)   11.21   (m)                       GP(       ) 4 1
 KV6632  NAD 83(1986)-  40 24 29.89549(N)    074 41 54.45446(W) AD(       ) 1
 KV6632  NAD 83(1986)-  40 24 29.89549(N)    074 41 54.45446(W) AD(       ) 2
 KV6632  NGVD 29 (10/04/91)   44.9    (m)          147.     (f) GPS OBS        
 KV6632
 KV6632.Superseded values are not recommended for survey control.
 KV6632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6632.See file dsdata.txt to determine how the superseded data were derived.
 KV6632
 KV6632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2558573120(NAD 83)
 KV6632_MARKER: DD = SURVEY DISK
 KV6632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6632_SP_SET: CONCRETE POST
 KV6632_STAMPING: 216
 KV6632_MARK LOGO: NJ-035
 KV6632_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6632+STABILITY: SURFACE MOTION
 KV6632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6632+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1993
 KV6632
 KV6632  HISTORY     - Date     Condition        Report By
 KV6632  HISTORY     - 1989     MONUMENTED       NJ-035
 KV6632  HISTORY     - 19900215 GOOD
 KV6632  HISTORY     - 19930420 GOOD             NJGS
 KV6632
 KV6632                          STATION DESCRIPTION
 KV6632
 KV6632'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1989
 KV6632'THE STATION IS LOCATED IN MONTGOMERY TOWNSHIP, ON THE NORTH SIDE OF
 KV6632'THE GEORGETOWN AND FRANKLIN TURNPIKE, COUNTY ROAD 518, IN BLAWENBURG.
 KV6632'TO REACH THE STATION FROM THE BLAWENBURG POST OFFICE, ON GREAT ROAD,
 KV6632'COUNTY ROAD 601, GO 0.08 KM (0.05 MI) NORTH ON ROUTE 601, TO ITS
 KV6632'INTERSECTION WITH COUNTY ROAD 518, THE GEORGETOWN AND FRANKLIN
 KV6632'TURNPIKE, TURN RIGHT, GO 0.243 KM (0.151 MI) EAST ON ROUTE 518 TO THE
 KV6632'DRIVE TO HOUSE NUMBER 444 AND THE STATION ON THE LEFT.  TO REACH THE
 KV6632'STATION FROM THE JUNCTION OF U.S. HIGHWAY 206 AND COUNTY ROAD 518, GO
 KV6632'4.5 KM (2.80 MI) WEST ON ROUTE 518 TO HOUSE NUMBER 444 AND THE
 KV6632'STATION ON THE RIGHT.  IT IS 6.7 M (21.98 FT) NORTH FROM CENTERLINE
 KV6632'OF ROUTE 518, 3.6 M (11.81 FT) NORTHEAST FROM CENTER OF A TYPE B
 KV6632'INLET AND 19.5 M (63.98 FT) WEST FROM THE CENTERLINE OF THE DRIVEWAY
 KV6632'TO HOUSE NUMBER 444.  THE STATION IS FLUSH WITH THE GROUND.
 KV6632'DESCRIPTION BY NJGS FAC.
 KV6632
 KV6632                          STATION RECOVERY (1990)
 KV6632
 KV6632'RECOVERED 1990
 KV6632'RECOVERED IN GOOD CONDITION.
 KV6632
 KV6632                          STATION RECOVERY (1993)
 KV6632
 KV6632'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6633 ***********************************************************************
 KV6633  DESIGNATION -  SC 217
 KV6633  PID         -  KV6633
 KV6633  STATE/COUNTY-  NJ/SOMERSET
 KV6633  USGS QUAD   -  ROCKY HILL (1970)
 KV6633
 KV6633                         *CURRENT SURVEY CONTROL
 KV6633  ___________________________________________________________________
 KV6633* NAD 83(1996)-  40 25 38.22218(N)    074 37 57.77474(W)     ADJUSTED  
 KV6633* NAVD 88     -        32.2    (meters)     106.     (feet)  VERTCON   
 KV6633  ___________________________________________________________________
 KV6633  X           -   1,288,476.889 (meters)                     COMP
 KV6633  Y           -  -4,688,240.079 (meters)                     COMP
 KV6633  Z           -   4,114,215.844 (meters)                     COMP
 KV6633  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 KV6633  ELLIP HEIGHT-          -1.09  (meters)          (10/23/02) GPS OBS
 KV6633  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KV6633
 KV6633  HORZ ORDER  -  SECOND
 KV6633  ELLP ORDER  -  FOURTH    CLASS I
 KV6633
 KV6633.The horizontal coordinates were established by GPS observations
 KV6633.and adjusted by the National Geodetic Survey in May 1999..
 KV6633
 KV6633.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6633
 KV6633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6633
 KV6633.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6633
 KV6633.The ellipsoidal height was determined by GPS observations
 KV6633.and is referenced to NAD 83.
 KV6633
 KV6633.The geoid height was determined by GEOID03.
 KV6633
 KV6633;                    North         East     Units Scale Factor Converg.
 KV6633;SPC NJ       -   176,963.192   138,739.016   MT  0.99990156   -0 05 09.8
 KV6633;SPC NJ       -   580,586.74    455,179.59   sFT  0.99990156   -0 05 09.8
 KV6633;UTM  18      - 4,475,248.068   531,155.069   MT  0.99961195   +0 14 17.4
 KV6633
 KV6633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6633!SPC NJ       -   1.00000017  x   0.99990156  =   0.99990173
 KV6633!UTM  18      -   1.00000017  x   0.99961195  =   0.99961212
 KV6633
 KV6633                          SUPERSEDED SURVEY CONTROL
 KV6633
 KV6633  ELLIP H (05/14/99)   -1.08   (m)                       GP(       ) 4 1
 KV6633  NAD 83(1986)-  40 25 38.22146(N)    074 37 57.77658(W) AD(       ) 2
 KV6633  NGVD 29 (10/04/91)   32.5    (m)          107.     (f) GPS OBS        
 KV6633
 KV6633.Superseded values are not recommended for survey control.
 KV6633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6633.See file dsdata.txt to determine how the superseded data were derived.
 KV6633
 KV6633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3115575248(NAD 83)
 KV6633_MARKER: DD = SURVEY DISK
 KV6633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6633_SP_SET: CONCRETE POST
 KV6633_STAMPING: 217
 KV6633_MARK LOGO: NJ-035
 KV6633_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6633+STABILITY: SURFACE MOTION
 KV6633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6633+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6633
 KV6633  HISTORY     - Date     Condition        Report By
 KV6633  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6633
 KV6633                          STATION DESCRIPTION
 KV6633
 KV6633'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6633'THE STATION IS LOCATED IN MONTGOMERY TOWNSHIP, IN THE SLOPE, ON THE
 KV6633'NORTHEAST SIDE OF DEAD TREE RUN ROAD.  TO REACH THE STATION FROM THE
 KV6633'JUNCTION OF U.S. HIGHWAY 206 AND RIVER ROAD, COUNTY ROAD 533, AT
 KV6633'BEDENS BROOK, GO 2.24 KM (1.39 MI) NORTHEAST ON ROUTE 533 TO THE TEE
 KV6633'JUNCTION WITH DEAD TREE RUN ROAD, TURN LEFT, AND GO 0.4 KM (0.25 MI)
 KV6633'TO HOUSE NUMBER 227 ON THE LEFT AND THE STATION ON THE RIGHT.  IT IS
 KV6633'6.0 M (19.68 FT) SOUTHWEST FROM THE DEAD TREE RUN ROAD CENTERLINE,
 KV6633'22.1 M (72.51 FT) SOUTHEAST FROM POLE PS 1973MT, 30.6 M (100.39 FT)
 KV6633'NORTHWEST FROM POLE PS 1972 MT AND 16.5 M (54.13 FT) NORTHWEST FROM
 KV6633'THE EXTENDED CENTERLINE OF THE DRIVEWAY TO HOUSE NUMBER 227.  THE
 KV6633'STATION IS 0.1 M (0.33 FT) BELOW THE GROUND.  DESCRIPTION BY NJGS
 KV6633'SRB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6634 ***********************************************************************
 KV6634  DESIGNATION -  SC 218
 KV6634  PID         -  KV6634
 KV6634  STATE/COUNTY-  NJ/MIDDLESEX
 KV6634  USGS QUAD   -  BOUND BROOK (1995)
 KV6634
 KV6634                         *CURRENT SURVEY CONTROL
 KV6634  ___________________________________________________________________
 KV6634* NAD 83(1996)-  40 33 36.42253(N)    074 31 39.92503(W)     ADJUSTED  
 KV6634* NAVD 88     -        10.7    (meters)      35.     (feet)  VERTCON   
 KV6634  ___________________________________________________________________
 KV6634  X           -   1,294,503.403 (meters)                     COMP
 KV6634  Y           -  -4,676,625.057 (meters)                     COMP
 KV6634  Z           -   4,125,419.315 (meters)                     COMP
 KV6634  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 KV6634  ELLIP HEIGHT-         -22.39  (meters)          (10/23/02) GPS OBS
 KV6634  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KV6634
 KV6634  HORZ ORDER  -  SECOND
 KV6634  ELLP ORDER  -  FOURTH    CLASS I
 KV6634
 KV6634.The horizontal coordinates were established by GPS observations
 KV6634.and adjusted by the National Geodetic Survey in May 1999..
 KV6634
 KV6634.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6634
 KV6634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6634
 KV6634.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6634
 KV6634.The ellipsoidal height was determined by GPS observations
 KV6634.and is referenced to NAD 83.
 KV6634
 KV6634.The geoid height was determined by GEOID03.
 KV6634
 KV6634;                    North         East     Units Scale Factor Converg.
 KV6634;SPC NJ       -   191,704.003   147,649.442   MT  0.99990007   -0 01 05.0
 KV6634;SPC NJ       -   628,948.88    484,413.21   sFT  0.99990007   -0 01 05.0
 KV6634;UTM  18      - 4,490,034.920   539,979.303   MT  0.99961967   +0 18 25.5
 KV6634
 KV6634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6634!SPC NJ       -   1.00000351  x   0.99990007  =   0.99990358
 KV6634!UTM  18      -   1.00000351  x   0.99961967  =   0.99962318
 KV6634
 KV6634                          SUPERSEDED SURVEY CONTROL
 KV6634
 KV6634  NAD 83(1986)-  40 33 36.42297(N)    074 31 39.92717(W) AD(       ) 2
 KV6634  NGVD 29 (10/04/91)   11.0    (m)           36.     (f) GPS OBS        
 KV6634
 KV6634.Superseded values are not recommended for survey control.
 KV6634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6634.See file dsdata.txt to determine how the superseded data were derived.
 KV6634
 KV6634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3997990035(NAD 83)
 KV6634_MARKER: DD = SURVEY DISK
 KV6634_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6634_SP_SET: BRIDGE ABUTMENT
 KV6634_STAMPING: 218
 KV6634_MARK LOGO: NJ-035
 KV6634_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6634+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6634
 KV6634  HISTORY     - Date     Condition        Report By
 KV6634  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6634  HISTORY     - 20050416 GOOD             USPSQD
 KV6634
 KV6634                          STATION DESCRIPTION
 KV6634
 KV6634'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6634'THE STATION IS LOCATED IN THE BOROUGH OF BOUND BROOK, ON THE WEST SIDE
 KV6634'OF SOUTH MAIN STREET, COUNTY ROAD 527, AT THE NORTHWEST CORNER OF THE
 KV6634'NORTH ABUTMENT OF THE BRIDGE SPANNING THE RARITAN RIVER, THE SOMERSET
 KV6634'AND MIDDLESEX COUNTY LINE.  TO REACH THE STATION FROM THE JUNCTION OF
 KV6634'U.S.HIGHWAY 22 AND MOUNTAIN AVENUE, COUNTY ROAD 527, IN BOUND BROOK
 KV6634'BOROUGH, GO 2.3 KM (1.43 MI) SOUTHWEST ON MOUNTAIN AVENUE TO MAIN
 KV6634'STREET, TURN LEFT AND GO 0.4 KM (0.25 MI) TO SOUTH MAIN STREET,
 KV6634'COUNTY ROUTE 527, TURN RIGHT AND GO 0.2 KM (0.12 MI) TO THE BRIDGE
 KV6634'AND THE STATION ON THE RIGHT.  IT IS 18.4 M (60.37 FT) SOUTHWEST OF A
 KV6634'GRADE CROSSING SIGNAL, 13.2 M (43.31 FT) SOUTHWEST OF THE SOUTHWEST
 KV6634'RAIL OF THE TRACKS, 4.7 M (15.42 FT) NORTHWEST OF THE SOUTH MAIN
 KV6634'STREET CENTERLINE, 0.3 M (0.98 FT) NORTH OF THE NORTHWEST END OF THE
 KV6634'METAL BRIDGE BALUSTRADE AND 7.7 M (25.26 FT) SOUTHEAST OF THE NORTH
 KV6634'END OF A 1.23 M (4.04 FT) HIGH, METAL PEDESTRIAN GUARD RAIL.  THE
 KV6634'STATION IS IN LINE AND LEVEL WITH THE SIDEWALK.  DESCRIPTION BY NJGS
 KV6634'RJK.
 KV6634
 KV6634                          STATION RECOVERY (2005)
 KV6634
 KV6634'RECOVERY NOTE BY US POWER SQUADRON 2005 (PW)
 KV6634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6635 ***********************************************************************
 KV6635  DESIGNATION -  SC 219
 KV6635  PID         -  KV6635
 KV6635  STATE/COUNTY-  NJ/SOMERSET
 KV6635  USGS QUAD   -  PLAINFIELD (1995)
 KV6635
 KV6635                         *CURRENT SURVEY CONTROL
 KV6635  ___________________________________________________________________
 KV6635* NAD 83(1996)-  40 37 14.88561(N)    074 25 40.67938(W)     ADJUSTED  
 KV6635* NAVD 88     -        30.3    (meters)      99.     (feet)  VERTCON   
 KV6635  ___________________________________________________________________
 KV6635  X           -   1,301,473.592 (meters)                     COMP
 KV6635  Y           -  -4,670,154.254 (meters)                     COMP
 KV6635  Z           -   4,130,549.447 (meters)                     COMP
 KV6635  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 KV6635  ELLIP HEIGHT-          -2.59  (meters)          (10/23/02) GPS OBS
 KV6635  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV6635
 KV6635  HORZ ORDER  -  SECOND
 KV6635  ELLP ORDER  -  FOURTH    CLASS I
 KV6635
 KV6635.The horizontal coordinates were established by GPS observations
 KV6635.and adjusted by the National Geodetic Survey in May 1999..
 KV6635
 KV6635.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6635
 KV6635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6635
 KV6635.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6635
 KV6635.The ellipsoidal height was determined by GPS observations
 KV6635.and is referenced to NAD 83.
 KV6635
 KV6635.The geoid height was determined by GEOID03.
 KV6635
 KV6635;                    North         East     Units Scale Factor Converg.
 KV6635;SPC NJ       -   198,444.190   156,094.543   MT  0.99990046   +0 02 48.8
 KV6635;SPC NJ       -   651,062.31    512,120.18   sFT  0.99990046   +0 02 48.8
 KV6635;UTM  18      - 4,496,821.075   548,383.677   MT  0.99962881   +0 22 20.7
 KV6635
 KV6635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6635!SPC NJ       -   1.00000041  x   0.99990046  =   0.99990087
 KV6635!UTM  18      -   1.00000041  x   0.99962881  =   0.99962922
 KV6635
 KV6635:                Primary Azimuth Mark                     Grid Az
 KV6635:SPC NJ       -  SC 220                                   308 40 23.6
 KV6635:UTM  18      -  SC 220                                   308 20 51.7
 KV6635
 KV6635|---------------------------------------------------------------------|
 KV6635| PID    Reference Object                     Distance      Geod. Az  |
 KV6635|                                                           dddmmss.s |
 KV6635| KV6636 SC 220                              434.499 METERS 3084312.4 |
 KV6635|---------------------------------------------------------------------|
 KV6635
 KV6635                          SUPERSEDED SURVEY CONTROL
 KV6635
 KV6635  ELLIP H (05/14/99)   -2.58   (m)                       GP(       ) 4 1
 KV6635  NAD 83(1996)-  40 37 14.88513(N)    074 25 40.67998(W) AD(       ) 2
 KV6635  NAD 83(1986)-  40 37 14.88548(N)    074 25 40.68133(W) AD(       ) 2
 KV6635  NGVD 29 (10/04/91)   30.6    (m)          100.     (f) GPS OBS        
 KV6635
 KV6635.Superseded values are not recommended for survey control.
 KV6635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6635.See file dsdata.txt to determine how the superseded data were derived.
 KV6635
 KV6635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4838496821(NAD 83)
 KV6635_MARKER: DD = SURVEY DISK
 KV6635_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6635_SP_SET: CONCRETE SIDEWALK
 KV6635_STAMPING: 219
 KV6635_MARK LOGO: NJ-035
 KV6635_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6635+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6635
 KV6635  HISTORY     - Date     Condition        Report By
 KV6635  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6635  HISTORY     - 20030516 MARK NOT FOUND   USGS
 KV6635
 KV6635                          STATION DESCRIPTION
 KV6635
 KV6635'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6635'THE STATION IS LOCATED IN NORTH PLAINFIELD BOROUGH, IN THE SIDEWALK,
 KV6635'AT THE SOUTH EAST CORNER OF THE BOROUGH MUNICIPAL BUILDING, AT THE
 KV6635'JUNCTION OF SOMERSET AVENUE, COUNTY ROAD 531 AND LINCOLN PLACE.  TO
 KV6635'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 22 AND COUNTY
 KV6635'ROAD 531, GO 1.0 KM (0.62 MI) SOUTHEAST ON ROUTE 531 TO LINCOLN PLACE
 KV6635'AND THE STATION ON THE RIGHT.  IT IS 1.95 M (6.40 FT) NORTHWEST OF
 KV6635'THE LINCOLN PLACE CURBLINE, 1.75 M (5.74 FT) SOUTHWEST OF THE
 KV6635'SOMERSET AVENUE CURBLINE, 8.7 M (28.54 FT) SOUTHEAST OF THE SOUTHEAST
 KV6635'CORNER OF THE MUNICIPAL BUILDING, 4.55 M (14.93 FT) NORTHEAST OF A
 KV6635'FIRE HYDRANT AND 5.55 M (18.21 FT) EAST OF THE NORTH PLAINFIELD FIRE
 KV6635'DEPARTMENTS MEMORIAL ALARM BELL.  THE STATION IS FLUSH IN THE
 KV6635'SIDEWALK.  DESCRIPTION BY NJGS RJK.
 KV6635
 KV6635                          STATION RECOVERY (2003)
 KV6635
 KV6635'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (EML)
 KV6635'NEW SIDEWALK IN LOCATION DESCRIBED.  HALF HOUR SEARCH BY THREE PERSON
 KV6635'PARTY.  CONFIRMED LOCATION BY DESCRIPTION PROVIDED AND FOUND NEW
 KV6635'SIDEWALK IN LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6636 ***********************************************************************
 KV6636  DESIGNATION -  SC 220
 KV6636  PID         -  KV6636
 KV6636  STATE/COUNTY-  NJ/SOMERSET
 KV6636  USGS QUAD   -  PLAINFIELD (1995)
 KV6636
 KV6636                         *CURRENT SURVEY CONTROL
 KV6636  ___________________________________________________________________
 KV6636* NAD 83(1996)-  40 37 23.69636(N)    074 25 55.10284(W)     ADJUSTED  
 KV6636* NAVD 88     -        28.5    (meters)      94.     (feet)  GPS OBS   
 KV6636  ___________________________________________________________________
 KV6636  X           -   1,301,099.147 (meters)                     COMP
 KV6636  Y           -  -4,670,073.421 (meters)                     COMP
 KV6636  Z           -   4,130,754.508 (meters)                     COMP
 KV6636  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 KV6636  ELLIP HEIGHT-          -4.47  (meters)          (10/23/02) GPS OBS
 KV6636  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KV6636
 KV6636  HORZ ORDER  -  FIRST
 KV6636  ELLP ORDER  -  FOURTH    CLASS I
 KV6636
 KV6636.The horizontal coordinates were established by GPS observations
 KV6636.and adjusted by the National Geodetic Survey in May 1999..
 KV6636
 KV6636.The orthometric height was determined by GPS observations and a
 KV6636.high-resolution geoid model.
 KV6636
 KV6636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6636
 KV6636.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6636
 KV6636.The ellipsoidal height was determined by GPS observations
 KV6636.and is referenced to NAD 83.
 KV6636
 KV6636.The geoid height was determined by GEOID03.
 KV6636
 KV6636;                    North         East     Units Scale Factor Converg.
 KV6636;SPC NJ       -   198,715.672   155,755.354   MT  0.99990041   +0 02 39.4
 KV6636;SPC NJ       -   651,953.00    511,007.36   sFT  0.99990041   +0 02 39.4
 KV6636;UTM  18      - 4,497,090.553   548,043.043   MT  0.99962841   +0 22 11.4
 KV6636
 KV6636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6636!SPC NJ       -   1.00000070  x   0.99990041  =   0.99990111
 KV6636!UTM  18      -   1.00000070  x   0.99962841  =   0.99962911
 KV6636
 KV6636:                Primary Azimuth Mark                     Grid Az
 KV6636:SPC NJ       -  SC 219                                   128 40 23.6
 KV6636:UTM  18      -  SC 219                                   128 20 51.6
 KV6636
 KV6636|---------------------------------------------------------------------|
 KV6636| PID    Reference Object                     Distance      Geod. Az  |
 KV6636|                                                           dddmmss.s |
 KV6636| KV6635 SC 219                              434.499 METERS 1284303.0 |
 KV6636|---------------------------------------------------------------------|
 KV6636
 KV6636                          SUPERSEDED SURVEY CONTROL
 KV6636
 KV6636  ELLIP H (05/14/99)   -4.46   (m)                       GP(       ) 4 1
 KV6636  NAD 83(1996)-  40 37 23.69589(N)    074 25 55.10343(W) AD(       ) 1
 KV6636  NAD 83(1986)-  40 37 23.69626(N)    074 25 55.10468(W) AD(       ) 1
 KV6636  NAD 83(1986)-  40 37 23.69626(N)    074 25 55.10468(W) AD(       ) 2
 KV6636  NGVD 29 (10/04/91)   28.8    (m)           94.     (f) GPS OBS        
 KV6636
 KV6636.Superseded values are not recommended for survey control.
 KV6636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6636.See file dsdata.txt to determine how the superseded data were derived.
 KV6636
 KV6636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4804397091(NAD 83)
 KV6636_MARKER: DD = SURVEY DISK
 KV6636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6636_SP_SET: CONCRETE POST
 KV6636_STAMPING: 220
 KV6636_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6636+STABILITY: SURFACE MOTION
 KV6636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6636+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1992
 KV6636
 KV6636  HISTORY     - Date     Condition        Report By
 KV6636  HISTORY     - 1990     MONUMENTED       NJGS
 KV6636  HISTORY     - 19920827 GOOD             NJGS
 KV6636
 KV6636                          STATION DESCRIPTION
 KV6636
 KV6636'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6636'THE STATION IS LOCATED IN NORTH PLAINFIELD BOROUGH, AT THE TEE
 KV6636'JUNCTION OF SOMERSET STREET, COUNTY ROAD 531, AND GRANDVIEW AVENUE,
 KV6636'ON THE SOUTHWEST SIDE OF SOMERSET STREET.  TO REACH THE STATION FROM
 KV6636'THE JUNCTION OF U.S. HIGHWAY 22 AND COUNTY ROAD 531, GO ABOUT 0.8 KM
 KV6636'(0.50 MI) SOUTHEAST ON ROUTE 531 TO GRANDVIEW AVENUE ON THE LEFT AND
 KV6636'THE STATION ON THE RIGHT.  IT IS 6.0 M (19.68 FT) SOUTHEAST OF THE
 KV6636'EXTENDED GRANDVIEW AVENUE CENTERLINE, 1.95 M (6.40 FT) SOUTHWEST OF
 KV6636'THE SOMERSET STREET CURBLINE, 22.7 M (74.47 FT) EAST OF THE SOUTHEAST
 KV6636'CORNER OF A QUICK CHECK STORE, 12.8 M (41.99 FT) SOUTH OF POLE 60205
 KV6636'AND 10.0 M (32.81 FT) NORTH OF A SIGN POST FOR THE QUICK CHECK STORE.
 KV6636'THE STATION IS FLUSH IN THE SIDEWALK.  DESCRIPTION BY NJGS RJK.
 KV6636
 KV6636                          STATION RECOVERY (1992)
 KV6636
 KV6636'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV6636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6637 ***********************************************************************
 KV6637  DESIGNATION -  SC 221
 KV6637  PID         -  KV6637
 KV6637  STATE/COUNTY-  NJ/SOMERSET
 KV6637  USGS QUAD   -  GLADSTONE (1995)
 KV6637
 KV6637                         *CURRENT SURVEY CONTROL
 KV6637  ___________________________________________________________________
 KV6637* NAD 83(1996)-  40 38 24.56478(N)    074 40 02.14015(W)     ADJUSTED  
 KV6637* NAVD 88     -        36.9    (meters)     121.     (feet)  VERTCON   
 KV6637  ___________________________________________________________________
 KV6637  X           -   1,281,588.626 (meters)                     COMP
 KV6637  Y           -  -4,674,203.752 (meters)                     COMP
 KV6637  Z           -   4,132,184.605 (meters)                     COMP
 KV6637  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 KV6637  ELLIP HEIGHT-           3.50  (meters)          (10/23/02) GPS OBS
 KV6637  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KV6637
 KV6637  HORZ ORDER  -  SECOND
 KV6637  ELLP ORDER  -  FOURTH    CLASS I
 KV6637
 KV6637.The horizontal coordinates were established by GPS observations
 KV6637.and adjusted by the National Geodetic Survey in May 1999..
 KV6637
 KV6637.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6637
 KV6637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6637
 KV6637.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6637
 KV6637.The ellipsoidal height was determined by GPS observations
 KV6637.and is referenced to NAD 83.
 KV6637
 KV6637.The geoid height was determined by GEOID03.
 KV6637
 KV6637;                    North         East     Units Scale Factor Converg.
 KV6637;SPC NJ       -   200,604.276   135,852.608   MT  0.99990246   -0 06 32.2
 KV6637;SPC NJ       -   658,149.20    445,709.76   sFT  0.99990246   -0 06 32.2
 KV6637;UTM  18      - 4,498,865.522   528,135.509   MT  0.99960974   +0 13 00.2
 KV6637
 KV6637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6637!SPC NJ       -   0.99999945  x   0.99990246  =   0.99990191
 KV6637!UTM  18      -   0.99999945  x   0.99960974  =   0.99960919
 KV6637
 KV6637:                Primary Azimuth Mark                     Grid Az
 KV6637:SPC NJ       -  SC 222                                   354 31 46.7
 KV6637:UTM  18      -  SC 222                                   354 12 14.3
 KV6637
 KV6637|---------------------------------------------------------------------|
 KV6637| PID    Reference Object                     Distance      Geod. Az  |
 KV6637|                                                           dddmmss.s |
 KV6637| KV6638 SC 222                              451.531 METERS 3542514.5 |
 KV6637|---------------------------------------------------------------------|
 KV6637
 KV6637                          SUPERSEDED SURVEY CONTROL
 KV6637
 KV6637  ELLIP H (05/14/99)    3.51   (m)                       GP(       ) 4 1
 KV6637  NAD 83(1986)-  40 38 24.56438(N)    074 40 02.14115(W) AD(       ) 2
 KV6637  NGVD 29 (10/04/91)   37.1    (m)          122.     (f) GPS OBS        
 KV6637
 KV6637.Superseded values are not recommended for survey control.
 KV6637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6637.See file dsdata.txt to determine how the superseded data were derived.
 KV6637
 KV6637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2813698866(NAD 83)
 KV6637_MARKER: DD = SURVEY DISK
 KV6637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6637_SP_SET: CONCRETE POST
 KV6637_STAMPING: 221
 KV6637_MARK LOGO: NJ-035
 KV6637_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6637+STABILITY: SURFACE MOTION
 KV6637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6637+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6637
 KV6637  HISTORY     - Date     Condition        Report By
 KV6637  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6637  HISTORY     - 20010331 POOR             NGS
 KV6637  HISTORY     - 20050416 GOOD             USPSQD
 KV6637
 KV6637                          STATION DESCRIPTION
 KV6637
 KV6637'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6637'THE STATION IS LOCATED IN BEDMINSTER TOWNSHIP, ON THE WEST SIDE OF
 KV6637'BUNN ROAD.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 KV6637'202, 206 AND BURNT MILLS ROAD, COUNTY ROAD 620, IN PLUCKEMIN, GO 2.56
 KV6637'KM (1.59 MI) SOUTHWEST ON ROUTE 620 TO THE TEE JUNCTION WITH BUNN
 KV6637'ROAD, A DIRT ROAD.   TURN RIGHT, AND GO 0.32 KM (0.20 MI) NORTH ON
 KV6637'BUNN ROAD TO THE STATION ON THE LEFT.  IT IS 6.9 M (22.64 FT) EAST OF
 KV6637'A CHAIN LINK FENCE, 4.6 M (15.09 FT) WEST OF THE CENTER OF BUNN ROAD,
 KV6637'1.3 M (4.27 FT) WEST OF THE BUNN ROAD GUTTERLINE, 16.5 M (54.13 FT)
 KV6637'NORTH NORTHWEST OF POLE BT 1184 BDR, 19.9 M (65.29 FT) NORTHEAST FROM
 KV6637'A 0.3 M (0.98 FT) DIAMETER ELM TREE AND 31.0 M (101.71 FT) SOUTHWEST
 KV6637'FROM POLE BT 1183 BDR.  THE STATION IS 0.1 M (0.33 FT) BELOW THE
 KV6637'GROUND AND 0.2 M (0.66 FT) ABOVE THE ROAD.  DESCRIPTION BY NJGS RJK.
 KV6637
 KV6637                          STATION RECOVERY (2001)
 KV6637
 KV6637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6637'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV6637
 KV6637                          STATION RECOVERY (2005)
 KV6637
 KV6637'RECOVERY NOTE BY US POWER SQUADRON 2005 (TN)
 KV6637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6638 ***********************************************************************
 KV6638  DESIGNATION -  SC 222
 KV6638  PID         -  KV6638
 KV6638  STATE/COUNTY-  NJ/SOMERSET
 KV6638  USGS QUAD   -  GLADSTONE (1995)
 KV6638
 KV6638                         *CURRENT SURVEY CONTROL
 KV6638  ___________________________________________________________________
 KV6638* NAD 83(1996)-  40 38 39.13348(N)    074 40 04.00852(W)     ADJUSTED  
 KV6638* NAVD 88     -        40.3    (meters)     132.     (feet)  VERTCON   
 KV6638  ___________________________________________________________________
 KV6638  X           -   1,281,469.587 (meters)                     COMP
 KV6638  Y           -  -4,673,935.614 (meters)                     COMP
 KV6638  Z           -   4,132,527.860 (meters)                     COMP
 KV6638  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 KV6638  ELLIP HEIGHT-           6.97  (meters)          (10/23/02) GPS OBS
 KV6638  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KV6638
 KV6638  HORZ ORDER  -  SECOND
 KV6638  ELLP ORDER  -  FOURTH    CLASS I
 KV6638
 KV6638.The horizontal coordinates were established by GPS observations
 KV6638.and adjusted by the National Geodetic Survey in May 1999..
 KV6638
 KV6638.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6638
 KV6638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6638
 KV6638.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6638
 KV6638.The ellipsoidal height was determined by GPS observations
 KV6638.and is referenced to NAD 83.
 KV6638
 KV6638.The geoid height was determined by GEOID03.
 KV6638
 KV6638;                    North         East     Units Scale Factor Converg.
 KV6638;SPC NJ       -   201,053.707   135,809.567   MT  0.99990248   -0 06 33.4
 KV6638;SPC NJ       -   659,623.70    445,568.55   sFT  0.99990248   -0 06 33.4
 KV6638;UTM  18      - 4,499,314.570   528,089.928   MT  0.99960971   +0 12 59.0
 KV6638
 KV6638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6638!SPC NJ       -   0.99999891  x   0.99990248  =   0.99990139
 KV6638!UTM  18      -   0.99999891  x   0.99960971  =   0.99960862
 KV6638
 KV6638:                Primary Azimuth Mark                     Grid Az
 KV6638:SPC NJ       -  SC 221                                   174 31 46.7
 KV6638:UTM  18      -  SC 221                                   174 12 14.3
 KV6638
 KV6638|---------------------------------------------------------------------|
 KV6638| PID    Reference Object                     Distance      Geod. Az  |
 KV6638|                                                           dddmmss.s |
 KV6638| KV6637 SC 221                              451.531 METERS 1742513.3 |
 KV6638|---------------------------------------------------------------------|
 KV6638
 KV6638                          SUPERSEDED SURVEY CONTROL
 KV6638
 KV6638  ELLIP H (05/14/99)    6.98   (m)                       GP(       ) 4 1
 KV6638  NAD 83(1986)-  40 38 39.13312(N)    074 40 04.00951(W) AD(       ) 2
 KV6638  NGVD 29 (10/04/91)   40.6    (m)          133.     (f) GPS OBS        
 KV6638
 KV6638.Superseded values are not recommended for survey control.
 KV6638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6638.See file dsdata.txt to determine how the superseded data were derived.
 KV6638
 KV6638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2809099315(NAD 83)
 KV6638_MARKER: DD = SURVEY DISK
 KV6638_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6638_SP_SET: BRIDGE ABUTMENT
 KV6638_STAMPING: 222
 KV6638_MARK LOGO: NJ-035
 KV6638_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6638+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KV6638
 KV6638  HISTORY     - Date     Condition        Report By
 KV6638  HISTORY     - 1990     MONUMENTED       NJ-035
 KV6638  HISTORY     - 20010331 GOOD             NGS
 KV6638  HISTORY     - 20050416 POOR             USPSQD
 KV6638
 KV6638                          STATION DESCRIPTION
 KV6638
 KV6638'DESCRIBED BY SOMERSET COUNTY NEW JERSEY 1990
 KV6638'THE STATION IS LOCATED IN BEDMINSTER TOWNSHIP, ON THE WEST SIDE OF
 KV6638'BUNN ROAD, AT THE END DAM ON THE WEST END OF THE NORTH ABUTMENT OF
 KV6638'THE BRIDGE OVER INTERSTATE HIGHWAY I 78.  TO REACH THE STATION FROM
 KV6638'THE JUNCTION OF U.S. HIGHWAY 202,206 AND BURNT MILLS ROAD, COUNTY
 KV6638'ROAD 620, IN PLUCKEMIN, GO 2.56 KM (1.59 MI) SOUTHWEST ON ROUTE 620
 KV6638'TO THE TEE JUNCTION WITH BUNN ROAD, A DIRT ROAD.  TURN RIGHT, AND GO
 KV6638'0.80 KM (0.50 MI) NORTH ON BUNN ROAD TO THE BRIDGE AND THE STATION ON
 KV6638'THE LEFT.  IT IS 0.45 M (1.48 FT) SOUTHWEST OF THE BUNN ROAD BRIDGE
 KV6638'CURBLINE, 4.9 M (16.08 FT) SOUTHWEST OF THE BUNN ROAD CENTERLINE, 7.5
 KV6638'M (24.61 FT) SOUTHEAST OF POLE BT 1173 BDR AND 1.4 M (4.59 FT)
 KV6638'NORTHEAST OF THE FACE OF THE CONCRETE BALUSTRADE END POST.  THE
 KV6638'STATION IS LEVEL WITH THE SIDEWALK.  DESCRIPTION BY NJGS RJK.
 KV6638
 KV6638                          STATION RECOVERY (2001)
 KV6638
 KV6638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6638'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV6638
 KV6638                          STATION RECOVERY (2005)
 KV6638
 KV6638'RECOVERY NOTE BY US POWER SQUADRON 2005 (TN)
 KV6638'NUMBER OBLITERATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5167 ***********************************************************************
 KV5167  DESIGNATION -  SCHENCK
 KV5167  PID         -  KV5167
 KV5167  STATE/COUNTY-  NJ/MONMOUTH
 KV5167  USGS QUAD   -  ASBURY PARK (1989)
 KV5167
 KV5167                         *CURRENT SURVEY CONTROL
 KV5167  ___________________________________________________________________
 KV5167* NAD 83(1996)-  40 11 28.90468(N)    074 05 06.77049(W)     ADJUSTED  
 KV5167* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 KV5167  ___________________________________________________________________
 KV5167  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 KV5167  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV5167
 KV5167  HORZ ORDER  -  THIRD
 KV5167
 KV5167.The horizontal coordinates were established by classical geodetic methods
 KV5167.and adjusted by the National Geodetic Survey in September 1999..
 KV5167
 KV5167.The orthometric height was scaled from a topographic map.
 KV5167
 KV5167.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5167
 KV5167.The geoid height was determined by GEOID03.
 KV5167
 KV5167;                    North         East     Units Scale Factor Converg.
 KV5167;SPC NJ       -   150,842.991   185,317.622   MT  0.99991535   +0 16 03.7
 KV5167;SPC NJ       -   494,890.71    607,996.23   sFT  0.99991535   +0 16 03.7
 KV5167;UTM  18      - 4,449,398.104   577,868.005   MT  0.99967464   +0 35 25.4
 KV5167
 KV5167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5167!SPC NJ       -   0.99999923  x   0.99991535  =   0.99991458
 KV5167!UTM  18      -   0.99999923  x   0.99967464  =   0.99967387
 KV5167
 KV5167:                Primary Azimuth Mark                     Grid Az
 KV5167:SPC NJ       -  ELECTRIC                                 065 36 50.3
 KV5167:UTM  18      -  ELECTRIC                                 065 17 28.6
 KV5167
 KV5167|---------------------------------------------------------------------|
 KV5167| PID    Reference Object                     Distance      Geod. Az  |
 KV5167|                                                           dddmmss.s |
 KV5167| KV5135 ELECTRIC                            APPROX. 7.0 KM 0655254.0 |
 KV5167| KV5204 OCEAN GROVE AUDITOR SM CUPOLA       APPROX. 7.1 KM 0690502.9 |
 KV5167| KV5211 OCEAN GROVE AUDITOR LGE CUPOLA      APPROX. 7.2 KM 0691502.7 |
 KV5167| KV5207 OCEAN GROVE ST PAULS ME CHRUCH      APPROX. 6.8 KM 0705830.2 |
 KV5167| KV5164 ASBURY PARK MUNICIPAL STACK         APPROX. 6.2 KM 0711137.8 |
 KV5167| KV5165 ASBURY PARK MUNICIPAL TANK          APPROX. 6.2 KM 0711408.4 |
 KV5167| CB5575 SCHENCK RM 2                         10.000 METERS 07301     |
 KV5167| KV5199 WEST GROVE J C P AND L STACK        APPROX. 6.0 KM 0740727.9 |
 KV5167| KV5198 WEST GROVE J C P AND L GAS TK       APPROX. 6.0 KM 0741342.1 |
 KV5167| KV5141 BRADLEY BEACH CH OF ASCENSION       APPROX. 6.1 KM 0782232.3 |
 KV5167| KV5153 BEL MAR FLAGPOLE                    APPROX. 6.3 KM 1024753.2 |
 KV5167| KV5156 BELMAR GAS TANK                     APPROX. 5.0 KM 1101235.0 |
 KV5167| CB5574 SCHENCK RM 1                         21.526 METERS 25248     |
 KV5167|---------------------------------------------------------------------|
 KV5167
 KV5167                          SUPERSEDED SURVEY CONTROL
 KV5167
 KV5167  NAD 83(1986)-  40 11 28.90147(N)    074 05 06.76654(W) AD(       ) 3
 KV5167  NAD 27      -  40 11 28.49300(N)    074 05 08.26300(W) AD(       ) 3
 KV5167
 KV5167.Superseded values are not recommended for survey control.
 KV5167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5167.See file dsdata.txt to determine how the superseded data were derived.
 KV5167
 KV5167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7786849398(NAD 83)
 KV5167_MARKER: DS = TRIANGULATION STATION DISK
 KV5167_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV5167_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5167
 KV5167  HISTORY     - Date     Condition        Report By
 KV5167  HISTORY     - 1934     MONUMENTED       CGS
 KV5167  HISTORY     - 1961     MARK NOT FOUND   CGS
 KV5167  HISTORY     - 19920809 MARK NOT FOUND   USPSQD
 KV5167
 KV5167                          STATION DESCRIPTION
 KV5167
 KV5167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5167'LOCATED IN GLENDOLA ON THE N SIDE OF BELMAR ROAD, 0.5 MILE W OF
 KV5167'THE GLENDOLA M.P. CHURCH ON THE PEAK OF A PROMINENT KNOLL WHICH
 KV5167'IS E END OF LONG WOODED RIDGE, ON THE PROPERTY OWNED BY
 KV5167'MR. W.R. SCHENCK, OF GLENDOLA.
 KV5167'
 KV5167'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 KV5167'
 KV5167'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 KV5167'
 KV5167'REFERENCE MARK NO.1 IS SW OF STATION ALONG CREST OF RIDGE, AMONG
 KV5167'BUSHES AND TREES.
 KV5167'
 KV5167'REFERENCE MARK NO.2 IS NE OF STATION ON EXTREME EDGE OF KNOLL
 KV5167'AMONG BUSHES AND TREES.
 KV5167'
 KV5167'REACHED BY TAKING FARMINGDALE ROAD W 0.6 MILE FROM M.P. CHURCH
 KV5167'(1886) IN GLENDOLA TO FIRST SAND ROAD LEADING TO RIGHT.  THIS IS
 KV5167'0.1 MILE BEYOND A SHINGLED UNPAINTED HOUSE AND BARN WITH
 KV5167'COMBINATION WATER TANK AND WINDMILL IN THE YARD, ON THE LEFT (S)
 KV5167'SIDE OF ROAD (OCCUPIED BY MR. D.L. PYLE).  FOLLOW SAND ROAD 0.2
 KV5167'MILE TO FOOT OF HILL.  STATION IS ON TOP OF KNOLL JUST E OF
 KV5167'ROAD.
 KV5167'
 KV5167'A 60 FOOT SIGNAL WAS BUILT OVER THE STATION TO CLEAR TREES.
 KV5167
 KV5167                          STATION RECOVERY (1961)
 KV5167
 KV5167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (EEJ)
 KV5167'STATION WAS DISPLACED AND BROKEN BY HEAVY EARTH-MOVING
 KV5167'MACHINERY.  N.J.G.S. WAS NOTIFIED AND IMMEDIATE EFFORT WAS MADE
 KV5167'TO TIE DOWN STATION TO N.J.G.S. MONUMENTS 6236 AND 6237.  R.M. 1
 KV5167'RECOVERED IN GOOD CONDITION.  R.M. 2 TOTALLY DESTROYED.  SCHENK
 KV5167'WAS FORMED BY POURING CONCRETE IN A 3 FT (THREE FOOT) X 8 IN
 KV5167'(EIGHT INCH) CONCRETE PIPE.  REMOVAL OF DEBRIS AND SEARCH FOR
 KV5167'UNDERGROUND MARK TO A DEPTH OF 5 FT (FIVE FEET) FAILED.
 KV5167'CONCLUSION REACHED THAT UNDERGROUND TABLET WAS NEVER ESTABLISHED.
 KV5167'STATION IS DESTROYED.
 KV5167
 KV5167                          STATION RECOVERY (1992)
 KV5167
 KV5167'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1262 ***********************************************************************
 HU1262  DESIGNATION -  SCHOOL
 HU1262  PID         -  HU1262
 HU1262  STATE/COUNTY-  NJ/CAPE MAY
 HU1262  USGS QUAD   -  WILDWOOD (1972)
 HU1262
 HU1262                         *CURRENT SURVEY CONTROL
 HU1262  ___________________________________________________________________
 HU1262* NAD 83(1996)-  38 59 08.75930(N)    074 49 12.40707(W)     ADJUSTED  
 HU1262* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 HU1262  ___________________________________________________________________
 HU1262  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 HU1262  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 HU1262
 HU1262  HORZ ORDER  -  SECOND
 HU1262
 HU1262.The horizontal coordinates were established by classical geodetic methods
 HU1262.and adjusted by the National Geodetic Survey in September 1999..
 HU1262
 HU1262.The orthometric height was scaled from a topographic map.
 HU1262
 HU1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1262
 HU1262.The geoid height was determined by GEOID03.
 HU1262
 HU1262;                    North         East     Units Scale Factor Converg.
 HU1262;SPC NJ       -    16,969.224   122,266.944   MT  0.99990947   -0 12 05.0
 HU1262;SPC NJ       -    55,673.20    401,137.47   sFT  0.99990947   -0 12 05.0
 HU1262;UTM  18      - 4,315,212.462   515,579.850   MT  0.99960299   +0 06 47.4
 HU1262
 HU1262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1262!SPC NJ       -   1.00000531  x   0.99990947  =   0.99991478
 HU1262!UTM  18      -   1.00000531  x   0.99960299  =   0.99960830
 HU1262
 HU1262|---------------------------------------------------------------------|
 HU1262| PID    Reference Object                     Distance      Geod. Az  |
 HU1262|                                                           dddmmss.s |
 HU1262| DC8378 SCHOOL RM 1                          43.836 METERS 02356     |
 HU1262| JU2954 NORTH WILDWOOD NORTH STANDPIPE      APPROX. 3.0 KM 0433036.8 |
 HU1262| DC8379 SCHOOL RM 2                          20.239 METERS 13901     |
 HU1262| AI8793 SCHOOL RM 3                                        14103     |
 HU1262| HU1281 CAPE MAY EAST JETTY LIGHT           APPROX. 6.5 KM 2140301.6 |
 HU1262| HU1279 CAPE MAY WEST JETTY LIGHT           APPROX. 6.7 KM 2155053.0 |
 HU1262| HU1260 GABLES                              APPROX. 2.9 KM 2252330.4 |
 HU1262| HU1303 BARN EAST GABLE                     APPROX. 7.6 KM 2495701.3 |
 HU1262| JU2947 CHIM                                APPROX. 2.6 KM 3412331.5 |
 HU1262|---------------------------------------------------------------------|
 HU1262
 HU1262                          SUPERSEDED SURVEY CONTROL
 HU1262
 HU1262  NAD 83(1991)-  38 59 08.74023(N)    074 49 12.41274(W) AD(       ) 2
 HU1262  NAD 83(1986)-  38 59 08.73621(N)    074 49 12.41299(W) AD(       ) 2
 HU1262  NAD 27      -  38 59 08.33100(N)    074 49 13.81000(W) AD(       ) 2
 HU1262
 HU1262.Superseded values are not recommended for survey control.
 HU1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1262.See file dsdata.txt to determine how the superseded data were derived.
 HU1262
 HU1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1558015212(NAD 83)
 HU1262_MARKER: DS = TRIANGULATION STATION DISK
 HU1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1262
 HU1262  HISTORY     - Date     Condition        Report By
 HU1262  HISTORY     - 1932     MONUMENTED       CGS
 HU1262  HISTORY     - 1938     GOOD             CGS
 HU1262  HISTORY     - 1962     GOOD             CGS
 HU1262
 HU1262                          STATION DESCRIPTION
 HU1262
 HU1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 HU1262'THE STATION IS LOCATED ON TOP OF THE HIGH SCHOOL ON PACIFIC
 HU1262'AVENUE IN WILDWOOD.  IT IS 2.8 FEET FROM THE INSIDE OF THE S
 HU1262'PARAPET AND 57.8 FEET E OF THE INSIDE OF THE W PARAPET.
 HU1262'
 HU1262'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 HU1262'CONCRETE AS DESCRIBED IN NOTES 1A, AND 11C.
 HU1262'
 HU1262'REFERENCE MARK NO. 1 IS SET IN THE TOP OF THE COPING OF THE
 HU1262'PARAPET ON THE NW CORNER OF THE BUILDING.  IT IS 143.82 FEET NW OF
 HU1262'THE STATION.  IT IS 2.1 FEET FROM THE OUTER W EDGE OF THE COPING
 HU1262'AND 65 FEET FROM OUTER N EDGE.
 HU1262'
 HU1262'REFERENCE MARK NO. 3 IS ABOUT 400 YARDS E OF THE STATION ON THE
 HU1262'S SIDE OF MONTGOMERY STREET, 12 INCHES INSIDE OF THE N EDGE OF
 HU1262'THE SIDEWALK, ABOUT 4 FEET INSIDE OF THE N EDGE OF STREET CURBING,
 HU1262'21 PACES FROM THE INTERSECTION OF MONTGOMERY STREET AND OCEAN
 HU1262'STREET SIDEWALKS AND 94 PACES FROM SIDEWALK INTERSECTION OF
 HU1262'ATLANTIC STREET, AND 21 PACES FROM THE NE CORNER OF VACANT LOT.
 HU1262'
 HU1262'REFERENCE MARK NO. 2 IS SET IN THE TOP OF A DIVIDING WALL WHICH
 HU1262'DIVIDES THE E AND W HALVES OF THE ROOF.  IT IS 66.40 FEET E OF THE
 HU1262'STATION AND 0.48 FOOT N OF THE S PARAPET.
 HU1262'
 HU1262'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 HU1262
 HU1262                          STATION RECOVERY (1938)
 HU1262
 HU1262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (AH)
 HU1262'STATION RECOVERED AS DESCRIBED EXCEPT THAT R.M. 2 HAS BEEN
 HU1262'COVERED OVER WITH A WATER-PROOFING MIXTURE USED IN WATER-PROOFING
 HU1262'THE SCHOOL.  THIS MARK WAS LEFT COVERED.
 HU1262
 HU1262                          STATION RECOVERY (1962)
 HU1262
 HU1262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HU1262'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HU1262'CONDITION AND AS DESCRIBED.  REFERENCE MARK 3 WAS FOUND IN GOOD
 HU1262'CONDITION BUT WOULD NOT SEE THE STATION AT THIS TIME DUE TO THE
 HU1262'SHORT SIGNAL BUILT OVER THE STATION MARK.  THE DISTANCE TO
 HU1262'REFERENCE MARK 1 WAS FOUND TO BE 2.09 FEET SHORTER THAN THE
 HU1262'PREVIOUS MEASUREMENT AND THE DIRECTION WAS FOUND TO BE 23
 HU1262'MINUTES AND 23 SECONDS SMALLER THAN THE PREVIOUS DIRECTION.  THE
 HU1262'DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE .09 OF A FOOT
 HU1262'SHORTER THAN THE PREVIOUS MEASUREMENT AND 1 DEGREE 51 MINUTES
 HU1262'AND 37 SECONDS SMALLER THAN THE PREVIOUS DIRECTION.
 HU1262'
 HU1262'HEIGHT OF LIGHT ABOVE STATION MARK 1.20 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5201 ***********************************************************************
 KV5201  DESIGNATION -  SCHOOL
 KV5201  PID         -  KV5201
 KV5201  STATE/COUNTY-  NJ/MONMOUTH
 KV5201  USGS QUAD   -  ASBURY PARK (1989)
 KV5201
 KV5201                         *CURRENT SURVEY CONTROL
 KV5201  ___________________________________________________________________
 KV5201* NAD 83(1996)-  40 11 24.68195(N)    074 01 15.56723(W)     ADJUSTED  
 KV5201* NAVD 88     -                                                        
 KV5201  ___________________________________________________________________
 KV5201  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 KV5201  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV5201
 KV5201  HORZ ORDER  -  THIRD
 KV5201
 KV5201.The horizontal coordinates were established by classical geodetic methods
 KV5201.and adjusted by the National Geodetic Survey in September 1999..
 KV5201
 KV5201
 KV5201.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5201
 KV5201.The geoid height was determined by GEOID03.
 KV5201
 KV5201;                    North         East     Units Scale Factor Converg.
 KV5201;SPC NJ       -   150,740.284   190,786.726   MT  0.99992047   +0 18 32.8
 KV5201;SPC NJ       -   494,553.75    625,939.45   sFT  0.99992047   +0 18 32.8
 KV5201;UTM  18      - 4,449,326.218   583,336.300   MT  0.99968549   +0 37 54.5
 KV5201
 KV5201                          SUPERSEDED SURVEY CONTROL
 KV5201
 KV5201  NAD 83(1986)-  40 11 24.68050(N)    074 01 15.56136(W) AD(       ) 4
 KV5201  NAD 27      -  40 11 24.27100(N)    074 01 17.06300(W) AD(       ) 3
 KV5201
 KV5201.Superseded values are not recommended for survey control.
 KV5201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5201.See file dsdata.txt to determine how the superseded data were derived.
 KV5201
 KV5201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8333649326(NAD 83)
 KV5201_MARKER: 86 = CUPOLA
 KV5201
 KV5201  HISTORY     - Date     Condition        Report By
 KV5201  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5201  HISTORY     - 1962     GOOD             CGS
 KV5201  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV5201
 KV5201                          STATION DESCRIPTION
 KV5201
 KV5201'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (PCD)
 KV5201'STATION IS TOP OF LOUVER BOARD CUPOLA ON TOP OF AVON PUBLIC SCHOOL
 KV5201'NO.1 AT 5TH AVENUE, AND LINCOLN AVENUE, AVON-BY-THE-SEA.
 KV5201
 KV5201                          STATION RECOVERY (1962)
 KV5201
 KV5201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5201'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV5201
 KV5201                          STATION RECOVERY (1984)
 KV5201
 KV5201'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5201'CUPOLA DESTROYED SEVERAL YEARS AGO.  SCHOOL REMAINS OTHERWISE IN
 KV5201'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1259 ***********************************************************************
 HU1259  DESIGNATION -  SCHOOL 2
 HU1259  PID         -  HU1259
 HU1259  STATE/COUNTY-  NJ/CAPE MAY
 HU1259  USGS QUAD   -  WILDWOOD (1972)
 HU1259
 HU1259                         *CURRENT SURVEY CONTROL
 HU1259  ___________________________________________________________________
 HU1259* NAD 83(1996)-  38 59 08.77573(N)    074 49 12.38440(W)     ADJUSTED  
 HU1259* NAVD 88     -        15.7    (meters)      52.     (feet)  VERTCON   
 HU1259  ___________________________________________________________________
 HU1259  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 HU1259  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 HU1259
 HU1259  HORZ ORDER  -  SECOND
 HU1259
 HU1259.The horizontal coordinates were established by classical geodetic methods
 HU1259.and adjusted by the National Geodetic Survey in September 1999..
 HU1259
 HU1259.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1259
 HU1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1259
 HU1259.The geoid height was determined by GEOID03.
 HU1259
 HU1259;                    North         East     Units Scale Factor Converg.
 HU1259;SPC NJ       -    16,969.728   122,267.491   MT  0.99990947   -0 12 05.0
 HU1259;SPC NJ       -    55,674.85    401,139.26   sFT  0.99990947   -0 12 05.0
 HU1259;UTM  18      - 4,315,212.970   515,580.394   MT  0.99960299   +0 06 47.4
 HU1259
 HU1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1259!SPC NJ       -   1.00000310  x   0.99990947  =   0.99991257
 HU1259!UTM  18      -   1.00000310  x   0.99960299  =   0.99960609
 HU1259
 HU1259|---------------------------------------------------------------------|
 HU1259| PID    Reference Object                     Distance      Geod. Az  |
 HU1259|                                                           dddmmss.s |
 HU1259| DC8378 SCHOOL RM 1                          43.199 METERS 02333     |
 HU1259| HU1263 WILDWOOD STANDPIPE                  APPROX. 0.9 KM 0371523.0 |
 HU1259| JU2954 NORTH WILDWOOD NORTH STANDPIPE      APPROX. 3.0 KM 0433033.6 |
 HU1259| DC8379 SCHOOL RM 2                          20.219 METERS 14052     |
 HU1259| HU1272 WILDWOOD LARGE STANDPIPE            APPROX. 2.1 KM 2314051.4 |
 HU1259|---------------------------------------------------------------------|
 HU1259
 HU1259                          SUPERSEDED SURVEY CONTROL
 HU1259
 HU1259  NAD 83(1991)-  38 59 08.75647(N)    074 49 12.38962(W) AD(       ) 2
 HU1259  NAD 83(1986)-  38 59 08.75247(N)    074 49 12.38980(W) AD(       ) 2
 HU1259  NAD 27      -  38 59 08.34460(N)    074 49 13.78870(W) AD(       ) 2
 HU1259  NGVD 29 (07/19/86)   16.1    (m)           53.     (f) VERT ANG       
 HU1259
 HU1259.Superseded values are not recommended for survey control.
 HU1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1259.See file dsdata.txt to determine how the superseded data were derived.
 HU1259
 HU1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1558015213(NAD 83)
 HU1259_MARKER: DS = TRIANGULATION STATION DISK
 HU1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1259_SP_SET: CONCRETE POST
 HU1259_STAMPING: SCHOOL 2 1963
 HU1259_MARK LOGO: CGS   
 HU1259_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1259+STABILITY: SURFACE MOTION
 HU1259
 HU1259  HISTORY     - Date     Condition        Report By
 HU1259  HISTORY     - 1963     MONUMENTED       CGS
 HU1259  HISTORY     - 1963     GOOD             CGS
 HU1259  HISTORY     - 1970     GOOD             NGS
 HU1259  HISTORY     - 19900810 SEE DESCRIPTION  NJGS
 HU1259
 HU1259                          STATION DESCRIPTION
 HU1259
 HU1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CAS)
 HU1259'THE 1962 RECOVERY NOTE FOR SCHOOL 1932 AND ADDITIONAL OBSERVATIONS
 HU1259'MADE ON THAT DATE SHOWED THAT THE STATION HAD BEEN MOVED PREVIOUSLY.
 HU1259'
 HU1259'THE STATION IS CONSIDERED A NEW STATION, HAS BEEN RESTAMPED AND
 HU1259'A NEW DESCRIPTION FOLLOWS--
 HU1259'
 HU1259'THE STATION IS LOCATED ON TOP OF THE WILDWOOD HIGH SCHOOL ON
 HU1259'PACIFIC AVENUE AT MONTGOMERY ST. IN WILDWOOD.  IT IS 57.3 FT. E.
 HU1259'OF THE INSIDE OF THE W. PARAPET, 18.4 FT. S. OF A VENTILATOR PIPE
 HU1259'AND 4.95 FT. N. OF THE INSIDE OF THE S. PARAPET.  THE MONUMENT IS
 HU1259'A 16 IN. BY 16 IN. CONCRETE BLOCK SET IN THE TAR ROOF PROJECTING
 HU1259'3 IN. AND THE DISK IS STAMPED SCHOOL 2 1963.  THERE IS NO
 HU1259'EXTERIOR EVIDENCE OF ANY ATTACHMENT TO THE ROOF.  THE MONUMENT
 HU1259'APPEARS TO BE FIRMLY IN POSITION.
 HU1259'
 HU1259'REFERENCE MARK 1 IS SET IN THE TOP OF THE COPING OF THE PARAPET
 HU1259'ON THE NW CORNER OF THE BUILDING.  THE MARK IS FLUSH AND THE DISK
 HU1259'IS STAMPED SCHOOL 1 1932.
 HU1259'
 HU1259'REFERENCE MARK 2 IS SET IN THE TOP OF THE DIVIDING WALL WHICH
 HU1259'DIVIDES THE E AND W HALVES OF THE ROOF.  IT IS ABOUT 0.5 FT. N
 HU1259'OF THE S PARAPET AND THE DISK IS STAMPED SCHOOL 2 1932.  THE DISK
 HU1259'IS PARTIALLY COVERED WITH A ROOFING MATERIAL.
 HU1259'
 HU1259'REFERENCE MARK 3 (AZIMUTH MARK) IS SET IN THE SIDEWALK ON THE
 HU1259'S SIDE OF MONTGOMERY ST. AND N OF THE MUNICIPAL TENNIS COURTS.  IT
 HU1259'IS ABOUT 60 FT. W OF OCEAN AVENUE, AND 4 FT. S OF THE STREET
 HU1259'CURBING.  THE MARK IS FLUSH AND THE DISK IS STAMPED SCHOOL 3
 HU1259'1932.  A 10-FT. STAND AT THE STATION IS REQUIRED TO SEE THIS
 HU1259'MARK.  THREE STANDPIPES AND THE CUPOLA ON FUN PIER WILL SERVE AS
 HU1259'GOOD NATURAL AZIMUTH MARKS.
 HU1259
 HU1259                          STATION RECOVERY (1963)
 HU1259
 HU1259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HU1259'RECOVERED IN GOOD CONDITION.
 HU1259
 HU1259                          STATION RECOVERY (1970)
 HU1259
 HU1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1259'STATION AND ITS MARKS BELIEVED TO BE IN GOOD CONDITION.  THE
 HU1259'SCHOOL WAS VISITED, BUT NO ATTEMPT WAS MADE TO GO UP ON THE
 HU1259'ROOF.  THE ORIGINAL DESCRIPTION APPEARS TO BE ADEQUATE.
 HU1259'
 HU1259'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1259'AT WILDWOOD.
 HU1259
 HU1259                          STATION RECOVERY (1990)
 HU1259
 HU1259'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 HU1259'THE STATTION WAS SEARCHED FOR AND NOT FOUND.  A NEW ROOF WAS INSTALLED
 HU1259'SINCE THE LAST RECOVERY. THE REFERENCE MARKS WAS ALSO NOT FOUND AS
 HU1259'THE PARAPETS THAT THEY WERE SET IN HAVE BEEN RECAPPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3942 ***********************************************************************
 KV3942  DESIGNATION -  SCHOOL 6
 KV3942  PID         -  KV3942
 KV3942  STATE/COUNTY-  NJ/BERGEN
 KV3942  USGS QUAD   -  WEEHAWKEN (1995)
 KV3942
 KV3942                         *CURRENT SURVEY CONTROL
 KV3942  ___________________________________________________________________
 KV3942* NAD 83(1996)-  40 51 52.23188(N)    074 02 26.46010(W)     ADJUSTED  
 KV3942* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV3942  ___________________________________________________________________
 KV3942  LAPLACE CORR-           7.57  (seconds)                    DEFLEC99
 KV3942  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KV3942
 KV3942  HORZ ORDER  -  THIRD
 KV3942
 KV3942.The horizontal coordinates were established by classical geodetic methods
 KV3942.and adjusted by the National Geodetic Survey in September 1999..
 KV3942
 KV3942.The orthometric height was scaled from a topographic map.
 KV3942
 KV3942.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3942
 KV3942.The geoid height was determined by GEOID03.
 KV3942
 KV3942;                    North         East     Units Scale Factor Converg.
 KV3942;SPC NJ       -   225,603.970   188,719.907   MT  0.99991845   +0 18 01.9
 KV3942;SPC NJ       -   740,169.02    619,158.56   sFT  0.99991845   +0 18 01.9
 KV3942;SPC NY L     -    77,493.767   296,570.116   MT  0.99999493   -0 01 35.8
 KV3942;SPC NY L     -   254,244.13    972,997.12   sFT  0.99999493   -0 01 35.8
 KV3942;UTM  18      - 4,524,159.276   580,845.539   MT  0.99968044   +0 37 39.7
 KV3942
 KV3942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3942!SPC NJ       -   1.00000473  x   0.99991845  =   0.99992318
 KV3942!SPC NY L     -   1.00000473  x   0.99999493  =   0.99999966
 KV3942!UTM  18      -   1.00000473  x   0.99968044  =   0.99968517
 KV3942
 KV3942:                Primary Azimuth Mark                     Grid Az
 KV3942:SPC NJ       -  HACKENSACK CITY INCIN CHIMNEY            000 46 13.9
 KV3942:SPC NY L     -  HACKENSACK CITY INCIN CHIMNEY            001 05 51.6
 KV3942:UTM  18      -  HACKENSACK CITY INCIN CHIMNEY            000 26 36.1
 KV3942
 KV3942|---------------------------------------------------------------------|
 KV3942| PID    Reference Object                     Distance      Geod. Az  |
 KV3942|                                                           dddmmss.s |
 KV3942| KV3887 HACKENSACK CITY INCIN CHIMNEY       APPROX. 1.4 KM 0010415.8 |
 KV3942| KV3928 HACKENSACK PUB SERV CHIMNEY         APPROX. 0.8 KM 0051610.8 |
 KV3942| KV3929 HACKENSACK PUB SERV GAS HOLDER      APPROX. 0.8 KM 0105645.4 |
 KV3942| KV3886 BOGOTA HIGH SCHOOL CUPOLA           APPROX. 2.1 KM 0440735.3 |
 KV3942| KV3930 BOGOTA FED PAPER BOARD CHIMNEY      APPROX. 0.8 KM 0482633.8 |
 KV3942| KV3931 BOGOTA FED PAPER BOARD TANK         APPROX. 0.8 KM 0500914.5 |
 KV3942| KV3959 BOGOTA CONTINENTAL PAPER CHIM       APPROX. 0.7 KM 0532051.0 |
 KV3942| KV3965 RIDGEFIELD PK NEIGHB REFORM CH      APPROX. 1.6 KM 0860241.9 |
 KV3942| KV3948 HACKENSACK SHULTZ CO STACK          APPROX. 0.6 KM 1115913.2 |
 KV3942| KV3944 HACKENSACK ST JOSEPHS CATH CH       240.757 METERS 11304     |
 KV3942| KV3938 RIDGEFIELD PARK MUN BLDG CUP        APPROX. 1.5 KM 1182253.7 |
 KV3942| KV3972 LITTLE FERRY GE MET WKS CHIM        APPROX. 2.2 KM 1620743.8 |
 KV3942| KV4033 TETERBORO AIRPORT TANK              APPROX. 2.6 KM 2424146.0 |
 KV3942| KV3964 HACKENSACK CH IMM CONC SPIRE        181.223 METERS 32942     |
 KV3942| KV3883 HACKENSACK BERGEN CTHSE FLAG        APPROX. 1.6 KM 3492412.1 |
 KV3942| KV3910 HACKENSACK BERGEN CTHSE DOME        APPROX. 1.6 KM 3502951.8 |
 KV3942| KV3899 HACKENSACK FIRST REFORM CHURCH      APPROX. 1.6 KM 3541052.5 |
 KV3942| KV3922 HACKENSACK HARRY GLUCKIN STACK      APPROX. 1.1 KM 3593409.5 |
 KV3942|---------------------------------------------------------------------|
 KV3942
 KV3942                          SUPERSEDED SURVEY CONTROL
 KV3942
 KV3942  NAD 83(1996)-  40 51 52.23176(N)    074 02 26.46019(W) AD(       ) 3
 KV3942  NAD 83(1996)-  40 51 52.23077(N)    074 02 26.46158(W) AD(       ) 3
 KV3942  NAD 83(1992)-  40 51 52.22835(N)    074 02 26.46196(W) AD(       ) 3
 KV3942  NAD 83(1986)-  40 51 52.23725(N)    074 02 26.45899(W) AD(       ) 3
 KV3942  NAD 27      -  40 51 51.87400(N)    074 02 27.95900(W) AD(       ) 3
 KV3942
 KV3942.Superseded values are not recommended for survey control.
 KV3942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3942.See file dsdata.txt to determine how the superseded data were derived.
 KV3942
 KV3942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8084624159(NAD 83)
 KV3942_MARKER: DS = TRIANGULATION STATION DISK
 KV3942_SETTING: 0 = UNSPECIFIED SETTING
 KV3942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3942+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1992
 KV3942
 KV3942  HISTORY     - Date     Condition        Report By
 KV3942  HISTORY     - 1932     MONUMENTED       CGS
 KV3942  HISTORY     - 19920218 MARK NOT FOUND   NJGS
 KV3942
 KV3942                          STATION DESCRIPTION
 KV3942
 KV3942'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3942'THIS STATION IS ON THE W SIDE OF THE HACKENSACK RIVER, IN THE
 KV3942'CITY OF HACKENSACK 2 BLOCKS W OF HUDSON STREET AT THE S FOOT OF
 KV3942'JACKSON STREET OFF VREELAND AVENUE.  IT IS LOCATED ATOP SCHOOL
 KV3942'6 (A 3-STORY, RED BRICK, FLAT-ROOFED STRUCTURE) ON THE E COPING
 KV3942'NEAR THE SE CORNER OF THE BUILDING.
 KV3942'
 KV3942'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KV3942'STAMPED SCHOOL 6-1932 CEMENTED IN A DRILL HOLE AND SET FLUSH WITH
 KV3942'THE COPING.  NO REFERENCE MARKS WERE PLACED.  REFERENCE
 KV3942'MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV3942'
 KV3942'NORMAL TO E (OUTER) EDGE OF COPING 0.190 METERS.
 KV3942'
 KV3942'NORMAL TO W (INNER) EDGE OF COPING 0.162 METERS.
 KV3942'
 KV3942'NORMAL TO S (OUTER) EDGE OF COPING 4.354 METERS.
 KV3942'
 KV3942'TO S OUTSIDE CORNER OF COPING 4.359 METERS.
 KV3942'
 KV3942'THERE IS AMPLE ROOM AND EXCELLENT FOOTING FOR CENTRAL SET-UPS
 KV3942'SANS TRIPOD.  AN OBSERVERS PLATFORM IS NOT NECESSARY.
 KV3942'
 KV3942'HEIGHT OF SIGNAL ABOVE STATION MARK - 1 METER.
 KV3942
 KV3942                          STATION RECOVERY (1992)
 KV3942
 KV3942'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (RJK)
 KV3942'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV3942'SEARCH BY A TWO MAN PARTY.  THE COPINGS SURROUNDING THE ROOF OF THE
 KV3942'BUILDING HAVE BEEN COVERED BY ALUMINUM PANELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4834 ***********************************************************************
 KV4834  DESIGNATION -  SCHOOL 9
 KV4834  PID         -  KV4834
 KV4834  STATE/COUNTY-  NJ/MIDDLESEX
 KV4834  USGS QUAD   -  PERTH AMBOY (1981)
 KV4834
 KV4834                         *CURRENT SURVEY CONTROL
 KV4834  ___________________________________________________________________
 KV4834* NAD 83(1996)-  40 33 49.89404(N)    074 15 11.51727(W)     ADJUSTED  
 KV4834* NAVD 88     -        19.4    (meters)      64.     (feet)  VERTCON   
 KV4834  ___________________________________________________________________
 KV4834  X           -   1,316,827.107 (meters)                     COMP
 KV4834  Y           -  -4,670,114.864 (meters)                     COMP
 KV4834  Z           -   4,125,740.984 (meters)                     COMP
 KV4834  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 KV4834  ELLIP HEIGHT-         -13.19  (meters)          (10/23/02) GPS OBS
 KV4834  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV4834
 KV4834  HORZ ORDER  -  SECOND
 KV4834  ELLP ORDER  -  FOURTH    CLASS I
 KV4834
 KV4834.The horizontal coordinates were established by classical geodetic methods
 KV4834.and adjusted by the National Geodetic Survey in May 1999..
 KV4834
 KV4834.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV4834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV4834
 KV4834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4834
 KV4834.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4834
 KV4834.The ellipsoidal height was determined by GPS observations
 KV4834.and is referenced to NAD 83.
 KV4834
 KV4834.The geoid height was determined by GEOID03.
 KV4834
 KV4834;                    North         East     Units Scale Factor Converg.
 KV4834;SPC NJ       -   192,148.403   170,898.818   MT  0.99990537   +0 09 37.8
 KV4834;SPC NJ       -   630,406.89    560,690.54   sFT  0.99990537   +0 09 37.8
 KV4834;SPC NY L     -    44,137.369   278,557.105   MT  1.00000731   -0 09 56.2
 KV4834;SPC NY L     -   144,807.35    913,899.44   sFT  1.00000731   -0 09 56.2
 KV4834;UTM  18      - 4,490,611.094   563,219.546   MT  0.99964919   +0 29 08.4
 KV4834
 KV4834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4834!SPC NJ       -   1.00000207  x   0.99990537  =   0.99990744
 KV4834!SPC NY L     -   1.00000207  x   1.00000731  =   1.00000938
 KV4834!UTM  18      -   1.00000207  x   0.99964919  =   0.99965126
 KV4834
 KV4834:                Primary Azimuth Mark                     Grid Az
 KV4834:SPC NJ       -  LINDEN JOSEPH HILTON TANK                000 40 53.5
 KV4834:SPC NY L     -  LINDEN JOSEPH HILTON TANK                001 00 27.5
 KV4834:UTM  18      -  LINDEN JOSEPH HILTON TANK                000 21 22.9
 KV4834
 KV4834|---------------------------------------------------------------------|
 KV4834| PID    Reference Object                     Distance      Geod. Az  |
 KV4834|                                                           dddmmss.s |
 KV4834| KV4817 LINDEN JOSEPH HILTON TANK           APPROX. 7.5 KM 0005031.3 |
 KV4834| KV4559 LINDEN STANDARD OIL RAD W TWR       APPROX. 5.4 KM 0133950.4 |
 KV4834| KV4558 LINDEN STANDARD OIL RAD N TWR       APPROX. 5.5 KM 0135031.2 |
 KV4834| KV4560 LINDEN STANDARD OIL RAD E TWR       APPROX. 5.4 KM 0141711.7 |
 KV4834| CB6351 SCHOOL 9 RM 1                        11.800 METERS 01847     |
 KV4834| KV4556 ARTHUR KILL AMER CYANIMID TANK      APPROX. 5.5 KM 0473244.9 |
 KV4834| KV4568 CARTERET ST DEMETRIUS GREEK CH      APPROX. 3.5 KM 0510122.7 |
 KV4834| KV4569 CARTERET STEEPLE LATT WINDOWS       APPROX. 3.6 KM 0531806.2 |
 KV4834| KV4573 CARTERET MAGYAR REFORMED CH         APPROX. 3.0 KM 0610252.5 |
 KV4834| KV4572 CARTERET GREEK CHURCH STEEPLE       APPROX. 3.2 KM 0612506.9 |
 KV4834| KV4571 CARTERET FOSTER WHEELER TANK        APPROX. 3.7 KM 0615126.0 |
 KV4834| KV4633 TRAVIS S WILD LINOLEUM CO CHIM      APPROX. 5.2 KM 0615433.3 |
 KV4834| KV4575 CARTERET ST ELIAS GREEK CH          APPROX. 2.9 KM 0661032.8 |
 KV4834| KV4574 CARTERET AMER AGRI CHEM CHIM        APPROX. 3.5 KM 0682904.2 |
 KV4834| KV4635 FRESH KILLS CONCRETE CHIMNEY        APPROX. 5.0 KM 0731548.6 |
 KV4834| KV4578 PORT READING READING CO N TANK      APPROX. 1.8 KM 0791946.1 |
 KV4834| KV4579 PORT READING READING CO S TANK      APPROX. 1.8 KM 0794217.5 |
 KV4834| KV4580 CARTERET US METAL REFIN S CHIM      APPROX. 3.0 KM 0900512.6 |
 KV4834| KV4617 ARTHUR KILL OAKLAND CHEM CHIM       APPROX. 2.4 KM 1134738.0 |
 KV4834| KV4632 ROSSVILLE WBBR S RADIO MAST         APPROX. 4.8 KM 1155646.0 |
 KV4834| KV4622 ROSSVILLE PUBLIC SCHOOL 31 FP       APPROX. 3.8 KM 1292312.2 |
 KV4834| KV4615 ARTHUR KILL U MARINE WKS CHIM       APPROX. 2.2 KM 1315648.9 |
 KV4834| KV4552 ARTHUR KILL BEACON 7                APPROX. 1.5 KM 1365817.8 |
 KV4834| KV4610 KREISCHERVILLE BRK WKS SQ CHIM      APPROX. 3.6 KM 1623409.2 |
 KV4834| KV4609 KREISCHERVILLE BRK WKS CHIM         APPROX. 3.6 KM 1632835.9 |
 KV4834| KV4835 PERTH AMBOY NATL LEAD TALL CHY      APPROX. 3.7 KM 1872121.9 |
 KV4834| KV4840 PERTH AMBOY NATL LEAD STKY CHY      APPROX. 3.7 KM 1891105.3 |
 KV4834| CB6352 SCHOOL 9 RM 2                        13.060 METERS 21039     |
 KV4834| KV4838 MAURER GENERAL ASPHALT CO TANK      APPROX. 3.0 KM 2133519.8 |
 KV4834| KV4837 WOODBRIDGE ST JOSEPHS HOME CUP      APPROX. 2.8 KM 2284328.2 |
 KV4834| KV4832 WOODBRIDGE ST JAMES CATH CH         APPROX. 2.7 KM 2431112.3 |
 KV4834| KV4831 WOODBRIDGE PUB SCH 1 WEA VAN        APPROX. 2.5 KM 2481549.8 |
 KV4834| KV4818 AVENEL STEEL EQUIPMENT TOWER        APPROX. 2.4 KM 3075749.3 |
 KV4834| KV4829 RAHWAY PHILA QUARTZ CO CHIMMEY      APPROX. 3.0 KM 3184142.2 |
 KV4834| KV4828 RAHWAY NJ REFORMATORY DOME          APPROX. 3.3 KM 3370825.4 |
 KV4834| KV4826 RAHWAY WHEATENA CO TANK             APPROX. 5.5 KM 3424643.4 |
 KV4834| KV4825 RAHWAY MERCK CO TANK                APPROX. 5.7 KM 3492950.6 |
 KV4834| KV4823 LINDEN VOGEL AUTO SPRINK TANK       APPROX. 6.3 KM 3523634.7 |
 KV4834| KV4822 LINDEN AERO BEACON                  APPROX. 6.4 KM 3552642.4 |
 KV4834|---------------------------------------------------------------------|
 KV4834
 KV4834                          SUPERSEDED SURVEY CONTROL
 KV4834
 KV4834  NAD 83(1996)-  40 33 49.89385(N)    074 15 11.51773(W) AD(       ) 2
 KV4834  NAD 83(1986)-  40 33 49.89649(N)    074 15 11.51085(W) AD(       ) 2
 KV4834  NAD 27      -  40 33 49.52300(N)    074 15 12.98800(W) AD(       ) 2
 KV4834  NGVD 29 (09/27/88)   19.7    (m)           65.     (f) GPS OBS        
 KV4834
 KV4834.Superseded values are not recommended for survey control.
 KV4834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4834.See file dsdata.txt to determine how the superseded data were derived.
 KV4834
 KV4834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6322090611(NAD 83)
 KV4834_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV4834_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV4834_STAMPING: SCHOOL 9 1931
 KV4834_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV4834+STABILITY: SURFACE MOTION
 KV4834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4834+SATELLITE: SATELLITE OBSERVATIONS - 1985
 KV4834
 KV4834  HISTORY     - Date     Condition        Report By
 KV4834  HISTORY     - 1931     MONUMENTED       CGS
 KV4834  HISTORY     - 1935     GOOD             NJGS
 KV4834  HISTORY     - 1974     GOOD             NGS
 KV4834  HISTORY     - 1985     GOOD             GEOHYD
 KV4834
 KV4834                          STATION DESCRIPTION
 KV4834
 KV4834'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4834'THIS STATION IS ON THE W SIDE OF ARTHUR KILL, IN PORT READING
 KV4834'ON THE SW CORNER OF WEST AVENUE AND SCHOOL STREET, ATOP PUBLIC
 KV4834'SCHOOL 9, A FLAT-ROOFED, 3-STORY STUCCO BUILDING.  THE STATION
 KV4834'IS ON THE WEST AVENUE SIDE OF THE BUILDING, TO THE S OF THE
 KV4834'SLANTING-COPING PEAK, OVER THE SMALL BUILT-OUT SECTION.
 KV4834'
 KV4834'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK STAMPED
 KV4834'SCHOOL 9-1931 CEMENTED IN A DRILL HOLE AND SET FLUSH IN THE
 KV4834'ARTIFICIAL STONE COPING JUST S OF THE FRONT CENTER OF THE
 KV4834'BUILDING.  TWO REFERENCE MARKS WERE PLACED SIMILARLY IN THE
 KV4834'HORIZONTAL MAIN-ROOF COPINGS TO EITHER SIDE OF THE STATION.  ONE
 KV4834'STAMPED NO.1-1931 TO THE NORTHWARD.  THE OTHER STAMPED NO.2-1931
 KV4834'TO THE SOUTHWARD.  ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN
 KV4834'AS FOLLOWS--
 KV4834'
 KV4834'HORIZONTAL DISTANCE TO OUTER EDGE OF COPING 0.194 METER.
 KV4834'
 KV4834'HORIZONTAL DISTANCE TO INNER EDGE OF COPING 0.189 METER.
 KV4834'
 KV4834'SLOPE DISTANCE TO S VERTICAL EDGE OF COPING 0.214 METER.
 KV4834'
 KV4834'SLOPE DISTANCE TO PEAK OF COPING TO N 0.897 METER.
 KV4834'
 KV4834'BY BUILDING UP A TEMPORARY PAT OF CEMENT ON THE LOWER SIDE
 KV4834'OF THE MARK THERE IS AFFORDED EXCELLENT FOOTING FOR A CENTRAL
 KV4834'SET-UP, SANS TRIPOD.  THE WOODEN ROOF IS SUFFICIENTLY STABLE
 KV4834'FOR ECCENTRIC TRIPOD SET-UPS, PROVIDING AN OBSERVERS PLATFORM
 KV4834'IS USED.
 KV4834'
 KV4834'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 KV4834
 KV4834                          STATION RECOVERY (1935)
 KV4834
 KV4834'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1935
 KV4834'DISTANCES AND DIRECTIONS OF ALL OBJECTS MENTIONED IN ORIGINAL
 KV4834'DESCRIPTION OF STATION CHECKED, AND FOUND CORRECT.
 KV4834'
 KV4834'STATION IS IN FIRST CLASS CONDITION.
 KV4834'
 KV4834'WOULD SUGGEST THAT THE FIRST PARAGRAPH OF ORIGINAL DESCRIPTION
 KV4834'BE AMENDED TO READ, A FLAT ROOFED, HOLLOW TILE, STUCCO COVERED,
 KV4834'3-STORY BUILDING.
 KV4834
 KV4834                          STATION RECOVERY (1974)
 KV4834
 KV4834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KV4834'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KV4834'CONDITION AS DESCRIBED.
 KV4834'
 KV4834'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV4834'IN PORT READING.
 KV4834
 KV4834                          STATION RECOVERY (1985)
 KV4834
 KV4834'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1985 (AXH)
 KV4834'THE STATION WAS RECOVERED AT THIS DATE.
 KV4834'BECAUSE OF ROOF PROBLEMS NO MEASUREMENTS TO PERIPHERAL MARKS WERE
 KV4834'OBSERVED.  THE STATION MARK IS ON THE ROOF TOP OF AN OLD SCHOOL USED
 KV4834'AS A CHURCH, ST. ANTHONY CATHOLIC CHURCH.  ACCESS TO THE ROOF WAS
 KV4834'MADE BY LIFT AS ACCESS IN ANY OTHER WAY IS FORBIDDEN.  RECENTLY
 KV4834'THE CHURCH HAS BEEN SOLD TO AMERADA HESS CORPORATION OF 1185
 KV4834'AVENUE OF THE AMERICAS, NEW YORK, NY 10036.
 KV4834'
 KV4834'DESCRIBED BY--LOUIS MARCHUK FROM INFORMATION SUBMITTED BY GEO/HYDRO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8793 ***********************************************************************
 AI8793  DESIGNATION -  SCHOOL RM 3
 AI8793  PID         -  AI8793
 AI8793  STATE/COUNTY-  NJ/CAPE MAY
 AI8793  USGS QUAD   -  WILDWOOD (1972)
 AI8793
 AI8793                         *CURRENT SURVEY CONTROL
 AI8793  ___________________________________________________________________
 AI8793* NAD 83(1986)-  38 59 09.     (N)    074 49 12.     (W)     SCALED    
 AI8793* NAVD 88     -         2.129  (meters)       6.98   (feet)  ADJUSTED  
 AI8793  ___________________________________________________________________
 AI8793  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 AI8793  DYNAMIC HT  -           2.127 (meters)       6.98  (feet)  COMP
 AI8793  MODELED GRAV-     980,051.9   (mgal)                       NAVD 88
 AI8793
 AI8793  VERT ORDER  -  FIRST     CLASS II
 AI8793
 AI8793.The horizontal coordinates were scaled from a topographic map and have
 AI8793.an estimated accuracy of +/- 6 seconds.
 AI8793
 AI8793.The orthometric height was determined by differential leveling
 AI8793.and adjusted by the National Geodetic Survey in March 2001..
 AI8793
 AI8793.The geoid height was determined by GEOID03.
 AI8793
 AI8793.The dynamic height is computed by dividing the NAVD 88
 AI8793.geopotential number by the normal gravity value computed on the
 AI8793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8793.degrees latitude (g = 980.6199 gals.).
 AI8793
 AI8793.The modeled gravity was interpolated from observed gravity values.
 AI8793
 AI8793;                    North         East    Units  Estimated Accuracy
 AI8793;SPC NJ       -    16,980.      122,280.      MT  (+/- 180 meters Scaled)
 AI8793
 AI8793                          SUPERSEDED SURVEY CONTROL
 AI8793
 AI8793.No superseded survey control is available for this station.
 AI8793
 AI8793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ155152(NAD 83)
 AI8793_MARKER: DR = REFERENCE MARK DISK
 AI8793_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI8793_SP_SET: SIDEWALK
 AI8793_STAMPING: SCHOOL NO 3 1932
 AI8793_MARK LOGO: CGS   
 AI8793_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI8793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8793+SATELLITE: SATELLITE OBSERVATIONS - September 04, 1998
 AI8793
 AI8793  HISTORY     - Date     Condition        Report By
 AI8793  HISTORY     - 1932     MONUMENTED       CGS
 AI8793  HISTORY     - 19980904 GOOD             NJGS
 AI8793
 AI8793                          STATION DESCRIPTION
 AI8793
 AI8793'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 AI8793'THE STATION IS LOCATED IN THE CITY OF WILDWOOD ON THE SOUTHWEST SIDE
 AI8793'OF MONTGOMERY AVENUE, JUST NORTH OF THE MUNICIPAL TENNIS COURTS.  TO
 AI8793'REACH THE STATION FROM THE INTERSECTION OF RIO GRANDE AVENUE, COUNTY
 AI8793'ROAD 612 AND OCEAN AVENUE, GO NORTHEAST ON OCEAN AVENUE FOR 0.25 MI
 AI8793'(0.40 KM) TO THE TEE INTERSECTION WITH MONTGOMERY AVENUE AND THE
 AI8793'STATION ON THE LEFT, SET FLUSH IN THE CENTER OF THE SOUTHWEST
 AI8793'SIDEWALK.  THE STATION IS 4 FT (1.2 M) SOUTH FROM THE SOUTHWEST CURB
 AI8793'OF MONTGOMERY AVENUE, 6 FT (1.8 M) NORTHEAST AND NORMAL TO A 10 FT
 AI8793'(3.0 M) HIGH CHAIN LINK FENCE SURROUNDING THE MUNICIPAL TENNIS COURTS
 AI8793'AND 24.6 FT (7.5 M) WEST NORTHWEST FROM WOOD UTILITY POLE NUMBER
 AI8793'W4025.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5827 ***********************************************************************
 KV5827  DESIGNATION -  SCHOOLEYS MTN PRESB CH SPIRE
 KV5827  PID         -  KV5827
 KV5827  STATE/COUNTY-  NJ/MORRIS
 KV5827  USGS QUAD   -  HACKETTSTOWN (1976)
 KV5827
 KV5827                         *CURRENT SURVEY CONTROL
 KV5827  ___________________________________________________________________
 KV5827* NAD 83(1996)-  40 47 58.51898(N)    074 48 59.53070(W)     ADJUSTED  
 KV5827* NAVD 88     -                                                        
 KV5827  ___________________________________________________________________
 KV5827  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 KV5827  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KV5827
 KV5827  HORZ ORDER  -  THIRD
 KV5827
 KV5827.The horizontal coordinates were established by classical geodetic methods
 KV5827.and adjusted by the National Geodetic Survey in September 1999..
 KV5827
 KV5827
 KV5827.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5827
 KV5827.The geoid height was determined by GEOID03.
 KV5827
 KV5827;                    North         East     Units Scale Factor Converg.
 KV5827;SPC NJ       -   218,341.919   123,290.307   MT  0.99990878   -0 12 24.6
 KV5827;SPC NJ       -   716,343.45    404,494.95   sFT  0.99990878   -0 12 24.6
 KV5827;UTM  18      - 4,516,526.074   515,476.223   MT  0.99960295   +0 07 11.6
 KV5827
 KV5827                          SUPERSEDED SURVEY CONTROL
 KV5827
 KV5827  NAD 83(1986)-  40 47 58.51756(N)    074 48 59.53255(W) AD(       ) 4
 KV5827  NAD 27      -  40 47 58.16000(N)    074 49 00.94000(W) AD(       ) 3
 KV5827
 KV5827.Superseded values are not recommended for survey control.
 KV5827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5827.See file dsdata.txt to determine how the superseded data were derived.
 KV5827
 KV5827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1547616526(NAD 83)
 KV5827_MARKER: 90 = CHURCH SPIRE
 KV5827
 KV5827  HISTORY     - Date     Condition        Report By
 KV5827  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV5827
 KV5827                          STATION DESCRIPTION
 KV5827
 KV5827'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV5827'THIS INTERSECTION STATION IS THE SPIRE OF THE SCHOOLEYS
 KV5827'MOUNTAIN PRESBYTERIAN CHURCH.  IT IS 1/2 MILE W OF THE SCHOOLEYS
 KV5827'MOUNTAIN POST OFFICE.  IT IS ON A GREY COLORED STEEPLE ABOUT
 KV5827'60 FEET HIGH.  THE TIP OF THE SPIRE WAS THE POINT OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2977 ***********************************************************************
 JU2977  DESIGNATION -  SCRUBBY
 JU2977  PID         -  JU2977
 JU2977  STATE/COUNTY-  NJ/CUMBERLAND
 JU2977  USGS QUAD   -  PORT ELIZABETH (1994)
 JU2977
 JU2977                         *CURRENT SURVEY CONTROL
 JU2977  ___________________________________________________________________
 JU2977* NAD 83(1996)-  39 18 41.02047(N)    074 57 03.76838(W)     ADJUSTED  
 JU2977* NAVD 88     -        20.0    (meters)      66.     (feet)  GPS OBS   
 JU2977  ___________________________________________________________________
 JU2977  X           -   1,283,028.725 (meters)                     COMP
 JU2977  Y           -  -4,772,015.905 (meters)                     COMP
 JU2977  Z           -   4,019,115.114 (meters)                     COMP
 JU2977  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 JU2977  ELLIP HEIGHT-         -14.23  (meters)          (10/23/02) GPS OBS
 JU2977  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JU2977
 JU2977  HORZ ORDER  -  FIRST
 JU2977  ELLP ORDER  -  FOURTH    CLASS I
 JU2977
 JU2977.The horizontal coordinates were established by GPS observations
 JU2977.and adjusted by the National Geodetic Survey in May 1999..
 JU2977
 JU2977.The orthometric height was determined by GPS observations and a
 JU2977.high-resolution geoid model.
 JU2977
 JU2977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2977
 JU2977.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2977
 JU2977.The ellipsoidal height was determined by GPS observations
 JU2977.and is referenced to NAD 83.
 JU2977
 JU2977.The geoid height was determined by GEOID03.
 JU2977
 JU2977;                    North         East     Units Scale Factor Converg.
 JU2977;SPC NJ       -    53,164.550   111,103.092   MT  0.99991862   -0 17 08.7
 JU2977;SPC NJ       -   174,424.03    364,510.73   sFT  0.99991862   -0 17 08.7
 JU2977;SPC DE       -   145,679.158   240,157.470   MT  1.00001485   +0 17 42.0
 JU2977;SPC DE       -   477,949.04    787,916.63   sFT  1.00001485   +0 17 42.0
 JU2977;UTM  18      - 4,351,334.442   504,220.303   MT  0.99960022   +0 01 51.6
 JU2977
 JU2977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2977!SPC NJ       -   1.00000223  x   0.99991862  =   0.99992085
 JU2977!SPC DE       -   1.00000223  x   1.00001485  =   1.00001708
 JU2977!UTM  18      -   1.00000223  x   0.99960022  =   0.99960245
 JU2977
 JU2977|---------------------------------------------------------------------|
 JU2977| PID    Reference Object                     Distance      Geod. Az  |
 JU2977|                                                           dddmmss.s |
 JU2977| CB2988 SCRUBBY RM 1                         23.552 METERS 08448     |
 JU2977| JU2968 LEESBURG ST PRISON SMOKESTACK       APPROX. 8.3 KM 1860230.3 |
 JU2977| CB2987 SCRUBBY AZ MK                                      1864821.5 |
 JU2977| CB2989 SCRUBBY RM 2                         23.058 METERS 19401     |
 JU2977| JU3364 SQUARE BRICK SMOKESTACK             APPROX. 8.7 KM 2115452.4 |
 JU2977| JU4300 6 A 1                               311.112 METERS 33446     |
 JU2977|---------------------------------------------------------------------|
 JU2977
 JU2977                          SUPERSEDED SURVEY CONTROL
 JU2977
 JU2977  ELLIP H (05/14/99)  -14.24   (m)                       GP(       ) 4 1
 JU2977  NAD 83(1992)-  39 18 41.02002(N)    074 57 03.76801(W) AD(       ) 1
 JU2977  ELLIP H (03/31/93)  -14.29   (m)                       GP(       ) 3 2
 JU2977  NAD 83(1991)-  39 18 41.01020(N)    074 57 03.76805(W) AD(       ) 1
 JU2977  NAD 83(1986)-  39 18 41.00263(N)    074 57 03.77146(W) AD(       ) 1
 JU2977  NAD 27      -  39 18 40.59300(N)    074 57 05.14900(W) AD(       ) 1
 JU2977
 JU2977.Superseded values are not recommended for survey control.
 JU2977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2977.See file dsdata.txt to determine how the superseded data were derived.
 JU2977
 JU2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0422051334(NAD 83)
 JU2977_MARKER: DS = TRIANGULATION STATION DISK
 JU2977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2977_SP_SET: CONCRETE POST
 JU2977_STAMPING: SCRUBBY 1935
 JU2977_MARK LOGO: CGS   
 JU2977_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2977+STABILITY: SURFACE MOTION
 JU2977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2977+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1990
 JU2977
 JU2977  HISTORY     - Date     Condition        Report By
 JU2977  HISTORY     - 1935     MONUMENTED       CGS
 JU2977  HISTORY     - 1935     GOOD             CGS
 JU2977  HISTORY     - 1937     GOOD             NJGS
 JU2977  HISTORY     - 19900813 GOOD             NJGS
 JU2977
 JU2977                          STATION DESCRIPTION
 JU2977
 JU2977'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU2977'THE STATION IS LOCATED 1-1/2 MILES EAST (AIRLINE) OF PORT
 JU2977'ELIZABETH ON THE PROPERTY OF GILBERT AND CALLAHAN, ON A SMALL
 JU2977'KNOLL COVERED WITH BRUSH, 58 PACES SOUTH-SOUTHEAST OF TWO
 JU2977'14-INCH PINE TREES, 12 PACES SOUTHEAST OF A 10-INCH PINE TREE
 JU2977'WITH A TRIANGULAR BLAZE, 11 PACES NORTH-NORTHEAST OF A LONE
 JU2977'8-INCH PINE TREE, 8 PACES SOUTHWEST OF A VERY DIM ROAD, PROJECTS
 JU2977'6 INCHES AND IS STAMPED SCRUBBY 1935.  NOTES 1A AND 7A.
 JU2977'
 JU2977'TO REACH THE STATION FROM THE GULF SERVICE STATION IN THE
 JU2977'SOUTHEAST ANGLE OF A T-ROAD LEADING EASTWARD FROM STATE HIGHWAY
 JU2977'49 (WHICH IS 0.1 MILE SOUTH OF A CONCRETE BRIDGE ON STATE
 JU2977'HIGHWAY 49) AT PORT ELIZABETH, TURN EASTWARD ON A MACADAM ROAD
 JU2977'(ROAD TO TUCKAHOE) FOR 0.25 MILE TO A RAILROAD CROSSING, CONTINUE
 JU2977'AHEAD FOR 1.6 MILES TO A NARROW SAND CROSS ROAD, HERE TURN RIGHT
 JU2977'ON A NARROW SAND ROAD FOR 0.05 MILE TO A Y-ROAD, CONTINUE AHEAD
 JU2977'WHICH IS THE RIGHT ROAD FOR 0.15 MILE TO A VERY DIM ROAD
 JU2977'RIGHT, HERE TURN RIGHT FOR 0.05 MILE TO THE STATION, BEING
 JU2977'CAREFUL OF STUMPS IN THE ROAD.
 JU2977'
 JU2977'REFERENCE MARK NO. 1 IS 23.552 METERS (77.28 FEET)
 JU2977'EAST-SOUTHEAST OF THE STATION, 27 PACES NORTHWEST OF A 14-INCH
 JU2977'LONE PINE TREE, PROJECTS 8 INCHES AND IS STAMPED SCRUBBY NO 1
 JU2977'1935.  NOTE 11A.
 JU2977'
 JU2977'REFERENCE MARK NO. 2 IS 23.058 METERS (75.66 FEET)
 JU2977'SOUTH-SOUTHWEST OF THE STATION, 13 PACES SOUTH-SOUTHWEST OF AN
 JU2977'8-INCH PINE TREE, PROJECTS 8 INCHES AND IS STAMPED SCRUBBY NO 2
 JU2977'1935.  NOTE 11A.
 JU2977'
 JU2977'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTH OF THE STATION ON
 JU2977'A SMALL RISE IN A FIELD OF BRUSH, APPROXIMATELY 150 YARDS
 JU2977'SOUTHEAST OF THE CENTER OF A DIM CROSS ROAD, 41 PACES SOUTH OF
 JU2977'THE CENTERLINE OF A DIM ROAD, 19 PACES WEST OF A 6-INCH PINE
 JU2977'TREE WITH A TRIANGULAR BLAZE, PROJECTS 4 INCHES AND IS STAMPED
 JU2977'SCRUBBY 1935.
 JU2977'
 JU2977'A 77-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 JU2977
 JU2977                          STATION RECOVERY (1935)
 JU2977
 JU2977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 JU2977'RECOVERED IN GOOD CONDITION.
 JU2977
 JU2977                          STATION RECOVERY (1937)
 JU2977
 JU2977'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1937
 JU2977'RECOVERED IN GOOD CONDITION AS DESCRIBED, 1-1/2 MILES EAST
 JU2977'(AIRLINE) OF PORT ELIZABETH.
 JU2977
 JU2977                          STATION RECOVERY (1990)
 JU2977
 JU2977'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2977'THE STATION IS LOCATED ON PROPERTY OF THE WHIBCO CO. INC. OF LEESBURG,
 JU2977'N.J., CONTACT MR. JAMES A. CAPASSO, AT 609 785 2090 TO OCCUPY THE
 JU2977'STATION. THE STATION IS IN A GRAVEL PIT, 2.5 KM (1.6 MI) EAST OF PORT
 JU2977'ELIZABETH AND WILL PROBABLY BE DESTROYED IN THE NEXT YEAR OR TWO. IT
 JU2977'IS PLANNED TO RESET THE STATION IN THE NEAR FUTURE. TO REACH THE
 JU2977'STATION FROM THE JUNCTION OF STATE ROUTE 47 AND COUNTY ROAD 548 IN
 JU2977'PORT ELIZABETH, GO 0.4 KM (0.2 MI) EAST ON ROUTE 548 TO A RAILWAY
 JU2977'CROSSING, CONTINUE AHEAD 2.0 KM (1.2 MI) TO AN IRON BAR GATE ON THE
 JU2977'RIGHT AT A LARGE GRAVEL PIT, TURN RIGHT AND SOUTH FOR 0.35 KM
 JU2977'(0.22 MI) TO A ROAD UP TO THE TOP OF PIT OPERATIONS, TURN LEFT AROUND
 JU2977'THE RIM OF THE PIT TO A CLEAR CUT SWATH ON THE RIGHT AND THE STATION
 JU2977'IMMEDIATELY ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2763 ***********************************************************************
 KU2763  DESIGNATION -  SCUDDER
 KU2763  PID         -  KU2763
 KU2763  STATE/COUNTY-  NJ/MONMOUTH
 KU2763  USGS QUAD   -  LONG BRANCH (1981)
 KU2763
 KU2763                         *CURRENT SURVEY CONTROL
 KU2763  ___________________________________________________________________
 KU2763* NAD 83(1996)-  40 21 20.81645(N)    073 59 09.63748(W)     ADJUSTED  
 KU2763* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU2763  ___________________________________________________________________
 KU2763  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 KU2763  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KU2763
 KU2763  HORZ ORDER  -  THIRD
 KU2763
 KU2763.The horizontal coordinates were established by classical geodetic methods
 KU2763.and adjusted by the National Geodetic Survey in September 1999..
 KU2763
 KU2763.The orthometric height was scaled from a topographic map.
 KU2763
 KU2763.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2763
 KU2763.The geoid height was determined by GEOID03.
 KU2763
 KU2763;                    North         East     Units Scale Factor Converg.
 KU2763;SPC NJ       -   169,142.643   193,658.641   MT  0.99992346   +0 19 58.2
 KU2763;SPC NJ       -   554,928.82    635,361.72   sFT  0.99992346   +0 19 58.2
 KU2763;UTM  18      - 4,467,740.184   586,103.701   MT  0.99969126   +0 39 23.9
 KU2763
 KU2763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2763!SPC NJ       -   1.00000501  x   0.99992346  =   0.99992847
 KU2763!UTM  18      -   1.00000501  x   0.99969126  =   0.99969627
 KU2763
 KU2763:                Primary Azimuth Mark                     Grid Az
 KU2763:SPC NJ       -  RACOON                                   198 37 34.9
 KU2763:UTM  18      -  RACOON                                   198 18 09.2
 KU2763
 KU2763|---------------------------------------------------------------------|
 KU2763| PID    Reference Object                     Distance      Geod. Az  |
 KU2763|                                                           dddmmss.s |
 KU2763| KU0852 RACOON                              APPROX. 2.5 KM 1985733.1 |
 KU2763| KV5059 RUMSON COUNTRY CLUB TANK            APPROX. 2.9 KM 2483615.9 |
 KU2763| CB7363 SCUDDER RM 2                         11.913 METERS 27331     |
 KU2763| CB7362 SCUDDER RM 1                         10.443 METERS 35509     |
 KU2763|---------------------------------------------------------------------|
 KU2763
 KU2763                          SUPERSEDED SURVEY CONTROL
 KU2763
 KU2763  NAD 83(1986)-  40 21 20.81467(N)    073 59 09.63333(W) AD(       ) 3
 KU2763  NAD 27      -  40 21 20.42100(N)    073 59 11.14200(W) AD(       ) 3
 KU2763
 KU2763.Superseded values are not recommended for survey control.
 KU2763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2763.See file dsdata.txt to determine how the superseded data were derived.
 KU2763
 KU2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8610467740(NAD 83)
 KU2763_MARKER: DS = TRIANGULATION STATION DISK
 KU2763_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KU2763_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU2763
 KU2763  HISTORY     - Date     Condition        Report By
 KU2763  HISTORY     - 1934     MONUMENTED       USE
 KU2763
 KU2763                          STATION DESCRIPTION
 KU2763
 KU2763'DESCRIBED BY US ENGINEERS 1934 (ERM)
 KU2763'ESTABLISHED BY USE DEPARTMENT, NO DESCRIPTION AVAILABLE BY THAT
 KU2763'ORGANIZATION.  DESCRIBED AS FOLLOWS--
 KU2763'
 KU2763'LOCATED ON THE NW BANK OF SHREWSBURY RIVER DUE W OF THE S TIP OF
 KU2763'GUNNING ISLAND ON THE FIRST POINT S OF POLLYS POND ON THE
 KU2763'PROPERTY OF A MR. E.S. ADAMS.  LOCATED 5.35 METERS IN FROM THE
 KU2763'HIGH WATER LINE, 88.9 METERS W OF A SMALL DRAINAGE DITCH IN THE
 KU2763'THICK GRASS.
 KU2763'
 KU2763'STATION MARK IS A STANDARD BRONZE DISK IN A TILE.
 KU2763'
 KU2763'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 KU2763'
 KU2763'REFERENCE MARK NO.1 IS W OF THE STATION AND REFERENCE MARK NO.2
 KU2763'IS N OF THE STATION.  BOTH ARE IN THICK GRASS.
 KU2763'
 KU2763'STATION IS REACHED FROM RED BANK AS FOLLOWS--GO SW ON BRANCH
 KU2763'AVENUE TO RUMSON ROAD, FOLLOW NE 5.0 MILES TO AVENUE OF TWO
 KU2763'RIVERS, TAKE THIS SE TO FIRST INTERSECTION, TURN SW FOR ONE BLOCK
 KU2763'THEN SE TO RIVER BANK AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2782 ***********************************************************************
 KU2782  DESIGNATION -  SEA BRIGHT
 KU2782  PID         -  KU2782
 KU2782  STATE/COUNTY-  NJ/MONMOUTH
 KU2782  USGS QUAD   -  LONG BRANCH (1981)
 KU2782
 KU2782                         *CURRENT SURVEY CONTROL
 KU2782  ___________________________________________________________________
 KU2782* NAD 83(1996)-  40 21 56.50226(N)    073 58 30.57103(W)     ADJUSTED  
 KU2782* NAVD 88     -         6.239  (meters)      20.47   (feet)  ADJUSTED  
 KU2782  ___________________________________________________________________
 KU2782  X           -   1,343,413.765 (meters)                     COMP
 KU2782  Y           -  -4,677,385.827 (meters)                     COMP
 KU2782  Z           -   4,108,991.059 (meters)                     COMP
 KU2782  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 KU2782  ELLIP HEIGHT-         -26.38  (meters)          (10/23/02) GPS OBS
 KU2782  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KU2782  DYNAMIC HT  -           6.236 (meters)      20.46  (feet)  COMP
 KU2782  MODELED GRAV-     980,178.4   (mgal)                       NAVD 88
 KU2782
 KU2782  HORZ ORDER  -  FIRST
 KU2782  VERT ORDER  -  FIRST     CLASS II
 KU2782  ELLP ORDER  -  FOURTH    CLASS I
 KU2782
 KU2782.The horizontal coordinates were established by GPS observations
 KU2782.and adjusted by the National Geodetic Survey in May 1999..
 KU2782
 KU2782.The orthometric height was determined by differential leveling
 KU2782.and adjusted by the National Geodetic Survey in March 2001..
 KU2782
 KU2782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU2782
 KU2782.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2782
 KU2782.The ellipsoidal height was determined by GPS observations
 KU2782.and is referenced to NAD 83.
 KU2782
 KU2782.The geoid height was determined by GEOID03.
 KU2782
 KU2782.The dynamic height is computed by dividing the NAVD 88
 KU2782.geopotential number by the normal gravity value computed on the
 KU2782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU2782.degrees latitude (g = 980.6199 gals.).
 KU2782
 KU2782.The modeled gravity was interpolated from observed gravity values.
 KU2782
 KU2782;                    North         East     Units Scale Factor Converg.
 KU2782;SPC NJ       -   170,248.676   194,573.874   MT  0.99992445   +0 20 23.7
 KU2782;SPC NJ       -   558,557.53    638,364.45   sFT  0.99992445   +0 20 23.7
 KU2782;UTM  18      - 4,468,851.115   587,012.458   MT  0.99969320   +0 39 49.7
 KU2782
 KU2782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2782!SPC NJ       -   1.00000414  x   0.99992445  =   0.99992859
 KU2782!UTM  18      -   1.00000414  x   0.99969320  =   0.99969734
 KU2782
 KU2782:                Primary Azimuth Mark                     Grid Az
 KU2782:SPC NJ       -  GUN                                      203 51 41.3
 KU2782:UTM  18      -  GUN                                      203 32 15.3
 KU2782
 KU2782|---------------------------------------------------------------------|
 KU2782| PID    Reference Object                     Distance      Geod. Az  |
 KU2782|                                                           dddmmss.s |
 KU2782| KU2786 GUN                                 APPROX. 1.8 KM 2041205.0 |
 KU2782|---------------------------------------------------------------------|
 KU2782
 KU2782                          SUPERSEDED SURVEY CONTROL
 KU2782
 KU2782  ELLIP H (05/14/99)  -26.40   (m)                       GP(       ) 4 1
 KU2782  NAD 83(1992)-  40 21 56.50182(N)    073 58 30.57188(W) AD(       ) 1
 KU2782  ELLIP H (09/14/94)  -26.44   (m)                       GP(       ) 3 1
 KU2782  NAD 83(1986)-  40 21 56.50240(N)    073 58 30.56876(W) AD(       ) 3
 KU2782  NAD 27      -  40 21 56.11027(N)    073 58 32.07954(W) AD(       ) 3
 KU2782  NGVD 29 (07/19/86)    6.6    (m)           22.     (f) VERT ANG       
 KU2782
 KU2782.Superseded values are not recommended for survey control.
 KU2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2782.See file dsdata.txt to determine how the superseded data were derived.
 KU2782
 KU2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8701268851(NAD 83)
 KU2782_MARKER: DD = SURVEY DISK
 KU2782_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KU2782_SP_SET: SIDEWALK
 KU2782_STAMPING: SEA BRIGHT 1981
 KU2782_MARK LOGO: NOS   
 KU2782_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU2782+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 KU2782
 KU2782  HISTORY     - Date     Condition        Report By
 KU2782  HISTORY     - 1981     MONUMENTED       NOS
 KU2782  HISTORY     - 1981     GOOD             NOS
 KU2782  HISTORY     - 1982     GOOD             NOS
 KU2782  HISTORY     - 1988     GOOD             NOSAMC
 KU2782  HISTORY     - 19920611 GOOD             USPSQD
 KU2782  HISTORY     - 19931103 GOOD             NJGS
 KU2782  HISTORY     - 19960906 GOOD             NJGS
 KU2782  HISTORY     - 19990320 GOOD             USPSQD
 KU2782  HISTORY     - 20030110 GOOD             NJGS
 KU2782  HISTORY     - 20030717 GOOD             NJGS
 KU2782
 KU2782                          STATION DESCRIPTION
 KU2782
 KU2782'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 KU2782'THE STATION IS LOCATED NEAR THE SOUTH SIDE OF THE EAST END
 KU2782'OF THE RUMSON ROAD BRIDGE OVER THE SHREWSBURY RIVER IN
 KU2782'SEA BRIGHT, NEW JERSEY.
 KU2782'
 KU2782'TO REACH THE STATION FROM THE EAST END OF THE RUMSON
 KU2782'ROAD BRIDGE, WALK WEST ON THE SOUTH SIDEWALK TO
 KU2782'THE FIRST ALCOVE ON LEFT AND STATION.
 KU2782'
 KU2782'THE STATION IS LOCATED AT THE CENTER OF A SMALL
 KU2782'ALCOVE AND IS ON LINE SOUTH WITH THE FIRST METAL
 KU2782'EXPANSION STRIP WEST OF THE EAST END OF THE BRIDGE
 KU2782'STATION IS A STANDARD NOS DISK STAMPED ---SEA BRIGHT
 KU2782'1981---, AND PROJECTS 0.20 METERS ABOVE LEVEL
 KU2782'OF HIGHWAY.
 KU2782'
 KU2782'HEIGHT OF LIGHT SHOWN WAS 1.56 METERS.
 KU2782
 KU2782                          STATION RECOVERY (1981)
 KU2782
 KU2782'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981
 KU2782'RECOVERED IN GOOD CONDITION.
 KU2782
 KU2782                          STATION RECOVERY (1982)
 KU2782
 KU2782'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 KU2782'RECOVERED AS DESCRIBED.
 KU2782'
 KU2782'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 KU2782'RECOVERED BY J. DUNFORD.
 KU2782
 KU2782                          STATION RECOVERY (1988)
 KU2782
 KU2782'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KU2782'THE STATION WAS RECOVERED IN GOOD CONDITION.
 KU2782
 KU2782                          STATION RECOVERY (1992)
 KU2782
 KU2782'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2782'RECOVERED IN GOOD CONDITION.
 KU2782
 KU2782                          STATION RECOVERY (1993)
 KU2782
 KU2782'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KU2782'THE STATION IS LOCATED IN THE BOROUGH OF SEA BRIGHT.  TO REACH THE
 KU2782'STATION FROM THE TEE JUNCTION OF STATE ROUTE 36 AND COUNTY ROAD 520
 KU2782'IN SEA BRIGHT, GO 100 M (328.1 FT) EAST ON COUNTY ROAD 520 TO THE
 KU2782'STATION ON THE LEFT, SET IN A DRILL HOLE  IN AN ALCOVE IN THE SOUTH
 KU2782'CONCRETE SIDEWALK OF THE COUNTY ROAD 520 BRIDGE SPANNING THE
 KU2782'SHREWSBURY RIVER.  THE STATION IS 2.1 M (6.9 FT) SOUTH SOUTHWEST OF
 KU2782'THE SOUTH CURBLINE OF COUNTY ROAD 520, 0.8 M (2.6 FT) NORTH OF THE
 KU2782'SOUTH WALL OF THE SIDEWALK ALCOVE, 5.2 M (17.1 FT) FROM THE PIVOT
 KU2782'POINT OF THE DRAWBRIDGE GATE, IN LINE WITH THE EASTERN MOST EXPANSION
 KU2782'JOINT OF THE BRIDGE, FLUSH WITH THE SIDEWALK.
 KU2782
 KU2782                          STATION RECOVERY (1996)
 KU2782
 KU2782'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KU2782'RECOVERED AS DESCRIBED.
 KU2782
 KU2782                          STATION RECOVERY (1999)
 KU2782
 KU2782'RECOVERY NOTE BY US POWER SQUADRON 1999
 KU2782'RECOVERED IN GOOD CONDITION.
 KU2782
 KU2782                          STATION RECOVERY (2003)
 KU2782
 KU2782'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (SJM)
 KU2782'RECOVERED IN GOOD CONDITION.
 KU2782
 KU2782                          STATION RECOVERY (2003)
 KU2782
 KU2782'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 KU2782'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU4522 ***********************************************************************
 KU4522  DESIGNATION -  SEA BRIGHT AZ MK
 KU4522  PID         -  KU4522
 KU4522  STATE/COUNTY-  NJ/MONMOUTH
 KU4522  USGS QUAD   -  LONG BRANCH (1981)
 KU4522
 KU4522                         *CURRENT SURVEY CONTROL
 KU4522  ___________________________________________________________________
 KU4522* NAD 83(1996)-  40 21 42.33037(N)    073 58 38.92790(W)     ADJUSTED  
 KU4522* NAVD 88     -         1.     (meters)       3.     (feet)  VERTCON   
 KU4522  ___________________________________________________________________
 KU4522  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 KU4522  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KU4522
 KU4522  HORZ ORDER  -  THIRD
 KU4522
 KU4522.The horizontal coordinates were established by classical geodetic methods
 KU4522.and adjusted by the National Geodetic Survey in September 1999..
 KU4522.No horizontal observational check was made to the station.
 KU4522
 KU4522.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4522
 KU4522.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4522
 KU4522.The geoid height was determined by GEOID03.
 KU4522
 KU4522;                    North         East     Units Scale Factor Converg.
 KU4522;SPC NJ       -   169,810.419   194,379.307   MT  0.99992424   +0 20 18.2
 KU4522;SPC NJ       -   557,119.68    637,726.11   sFT  0.99992424   +0 20 18.2
 KU4522;UTM  18      - 4,468,411.867   586,820.415   MT  0.99969279   +0 39 44.1
 KU4522
 KU4522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4522!SPC NJ       -   1.00000489  x   0.99992424  =   0.99992913
 KU4522!UTM  18      -   1.00000489  x   0.99969279  =   0.99969768
 KU4522
 KU4522                          SUPERSEDED SURVEY CONTROL
 KU4522
 KU4522  NAD 83(1986)-  40 21 42.33036(N)    073 58 38.92515(W) AD(       ) 3
 KU4522  NGVD 29 (07/14/89)    2.     (m)            7.     (f) VERT ANG       
 KU4522
 KU4522.Superseded values are not recommended for survey control.
 KU4522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4522.See file dsdata.txt to determine how the superseded data were derived.
 KU4522
 KU4522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8682068412(NAD 83)
 KU4522_MARKER: DD = SURVEY DISK
 KU4522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU4522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU4522_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KU4522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4522+STABILITY: SURFACE MOTION
 KU4522
 KU4522  HISTORY     - Date     Condition        Report By
 KU4522  HISTORY     - 1982     MONUMENTED       NOS
 KU4522  HISTORY     - 19920728 MARK NOT FOUND   USPSQD
 KU4522
 KU4522                          STATION DESCRIPTION
 KU4522
 KU4522'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 KU4522'NO DESCRIPTION AVAILABLE.
 KU4522'
 KU4522'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.64 METERS.
 KU4522'NOT DESCRIBED BY J. DANIEL.
 KU4522
 KU4522                          STATION RECOVERY (1992)
 KU4522
 KU4522'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU4522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2799 ***********************************************************************
 KU2799  DESIGNATION -  SEA BRIGHT COAST GUARD CUPOLA
 KU2799  PID         -  KU2799
 KU2799  STATE/COUNTY-  NJ/MONMOUTH
 KU2799  USGS QUAD   -  SANDY HOOK (1981)
 KU2799
 KU2799                         *CURRENT SURVEY CONTROL
 KU2799  ___________________________________________________________________
 KU2799* NAD 83(1996)-  40 22 37.20925(N)    073 58 28.60130(W)     ADJUSTED  
 KU2799* NAVD 88     -                                                        
 KU2799  ___________________________________________________________________
 KU2799  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 KU2799  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KU2799
 KU2799  HORZ ORDER  -  THIRD
 KU2799
 KU2799.The horizontal coordinates were established by classical geodetic methods
 KU2799.and adjusted by the National Geodetic Survey in September 1999..
 KU2799
 KU2799
 KU2799.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2799
 KU2799.The geoid height was determined by GEOID03.
 KU2799
 KU2799;                    North         East     Units Scale Factor Converg.
 KU2799;SPC NJ       -   171,504.439   194,612.886   MT  0.99992449   +0 20 25.3
 KU2799;SPC NJ       -   562,677.48    638,492.44   sFT  0.99992449   +0 20 25.3
 KU2799;UTM  18      - 4,470,106.788   587,044.362   MT  0.99969326   +0 39 51.5
 KU2799
 KU2799                          SUPERSEDED SURVEY CONTROL
 KU2799
 KU2799  NAD 83(1986)-  40 22 37.21011(N)    073 58 28.59964(W) AD(       ) 4
 KU2799  NAD 27      -  40 22 36.81800(N)    073 58 30.11000(W) AD(       ) 3
 KU2799
 KU2799.Superseded values are not recommended for survey control.
 KU2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2799.See file dsdata.txt to determine how the superseded data were derived.
 KU2799
 KU2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8704470107(NAD 83)
 KU2799_MARKER: 86 = CUPOLA
 KU2799_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2799
 KU2799  HISTORY     - Date     Condition        Report By
 KU2799  HISTORY     - 1934     FIRST OBSERVED   CGS
 KU2799  HISTORY     - 1962     MARK NOT FOUND   CGS
 KU2799  HISTORY     - 1982     GOOD             NOS
 KU2799  HISTORY     - 19920611 MARK NOT FOUND   USPSQD
 KU2799
 KU2799                          STATION DESCRIPTION
 KU2799
 KU2799'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KU2799'INTERSECTION--STATION IS APEX OF THE TOP OF THE LOOKOUT CUPOLA
 KU2799'ON THE SEA BRIGHT COAST GUARD STATION.
 KU2799'
 KU2799'LOCATED ON W SIDE OF OCEAN AVENUE AT SEABRIGHT 1.5 MILES S OF
 KU2799'HIGHWAY BRIDGE AT ATLANTIC HIGHLANDS.
 KU2799'
 KU2799'REACHED VIA OCEAN AVENUE DIRECT TO STATION.
 KU2799'
 KU2799'NO MARKS ESTABLISHED.
 KU2799
 KU2799                          STATION RECOVERY (1962)
 KU2799
 KU2799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2799'NOT RECOVERED.  THE LAND WAS SOLD TO PRIVATE INTERESTS, AND
 KU2799'LOCAL PERSONS QUESTIONED THOUGHT THAT THIS PART OF THE
 KU2799'BUILDING PROBABLY WAS MOVED WHEN EXTENSIVE ALTERATIONS WERE
 KU2799'MADE.  THERE IS A CUPOLA ON ONE OF THE FOUR HOUSES ON THE FORMER
 KU2799'COAST GUARD PROPERTY, BUT THE SEASONAL OCCUPANTS WERE NOT
 KU2799'AVAILABLE FOR QUESTIONING AT THIS TIME.
 KU2799
 KU2799                          STATION RECOVERY (1982)
 KU2799
 KU2799'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 KU2799'RECOVERED IN GOOD CONDITION.
 KU2799'
 KU2799'RECOVERED BY J. DUNFORD.
 KU2799
 KU2799                          STATION RECOVERY (1992)
 KU2799
 KU2799'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2799'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5216 ***********************************************************************
 AI5216  DESIGNATION -  SEA CLUB 1
 AI5216  PID         -  AI5216
 AI5216  STATE/COUNTY-  NJ/MONMOUTH
 AI5216  USGS QUAD   -  LONG BRANCH (1981)
 AI5216
 AI5216                         *CURRENT SURVEY CONTROL
 AI5216  ___________________________________________________________________
 AI5216* NAD 83(1996)-  40 21 53.49703(N)    073 58 22.58868(W)     ADJUSTED  
 AI5216* NAVD 88     -        12.4    (meters)      41.     (feet)  VERTCON   
 AI5216  ___________________________________________________________________
 AI5216  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AI5216  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 AI5216
 AI5216  HORZ ORDER  -  THIRD
 AI5216
 AI5216.The horizontal coordinates were established by classical geodetic methods
 AI5216.and adjusted by the National Geodetic Survey in May 2000..
 AI5216
 AI5216.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI5216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI5216
 AI5216.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5216
 AI5216.The geoid height was determined by GEOID03.
 AI5216
 AI5216;                    North         East     Units Scale Factor Converg.
 AI5216;SPC NJ       -   170,157.108   194,762.741   MT  0.99992466   +0 20 28.9
 AI5216;SPC NJ       -   558,257.11    638,984.09   sFT  0.99992466   +0 20 28.9
 AI5216;UTM  18      - 4,468,760.637   587,201.795   MT  0.99969360   +0 39 54.8
 AI5216
 AI5216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5216!SPC NJ       -   1.00000317  x   0.99992466  =   0.99992783
 AI5216!UTM  18      -   1.00000317  x   0.99969360  =   0.99969676
 AI5216
 AI5216                          SUPERSEDED SURVEY CONTROL
 AI5216
 AI5216  NGVD 29 (05/18/00)   12.8    (m)           42.     (f) VERT ANG       
 AI5216
 AI5216.Superseded values are not recommended for survey control.
 AI5216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5216.See file dsdata.txt to determine how the superseded data were derived.
 AI5216
 AI5216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8720268761(NAD 83)
 AI5216_MARKER: DD = SURVEY DISK
 AI5216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5216+STABILITY: SURFACE MOTION
 AI5216
 AI5216  HISTORY     - Date     Condition        Report By
 AI5216  HISTORY     - 1988     MONUMENTED       NOSAMC
 AI5216
 AI5216                          STATION DESCRIPTION
 AI5216
 AI5216'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5216'THE STATION IS LOCATED ON THE EAST SIDE OF SEA BRIGHT, N.J., DUE SE OF
 AI5216'THE RUMSON ROAD (MONMOUTH COUNTY ROAD 520) BRIDGE ON THE ROOF OF THE
 AI5216'SEA BRIGHT BEACH CLUB ON THE SOUTHERNMOST OF 2 3 STORY BUILDING WHICH
 AI5216'COMPRISE THE CLUB AND ON THE EQASTERNMOST APEX OF THE ROOF. IT IS A
 AI5216'STANDARD NOS BRONZE DISK STAMPED---SEA CLUB 1 1988---, EPOXIED TO THE
 AI5216'TAR ROOF SURFACE FLUSH. IT IS-- 3.460 M (11.352 FT.) N OF S EDGE OF
 AI5216'ROOF (SLOPE). 3.510 M (11.516 FT.) S OF N EDGE OF ROOF (SLOPE). 3.460
 AI5216'M (11.352 FT.) W OF E EDGE OF ROOF. 0.460 M (1.509 FT.) NE OF NE EDGE
 AI5216'OF A 8 INCH DIAM. TIN VENT. CONTACT--GUY WILBANKS MANGER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5215 ***********************************************************************
 AI5215  DESIGNATION -  SEA CLUB 2
 AI5215  PID         -  AI5215
 AI5215  STATE/COUNTY-  NJ/MONMOUTH
 AI5215  USGS QUAD   -  LONG BRANCH (1981)
 AI5215
 AI5215                         *CURRENT SURVEY CONTROL
 AI5215  ___________________________________________________________________
 AI5215* NAD 83(1996)-  40 21 55.96648(N)    073 58 22.99926(W)     ADJUSTED  
 AI5215* NAVD 88     -        12.9    (meters)      42.     (feet)  VERTCON   
 AI5215  ___________________________________________________________________
 AI5215  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 AI5215  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 AI5215
 AI5215  HORZ ORDER  -  THIRD
 AI5215
 AI5215.The horizontal coordinates were established by classical geodetic methods
 AI5215.and adjusted by the National Geodetic Survey in May 2000..
 AI5215
 AI5215.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI5215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI5215
 AI5215.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5215
 AI5215.The geoid height was determined by GEOID03.
 AI5215
 AI5215;                    North         East     Units Scale Factor Converg.
 AI5215;SPC NJ       -   170,233.213   194,752.601   MT  0.99992465   +0 20 28.6
 AI5215;SPC NJ       -   558,506.80    638,950.83   sFT  0.99992465   +0 20 28.6
 AI5215;UTM  18      - 4,468,836.666   587,191.228   MT  0.99969358   +0 39 54.6
 AI5215
 AI5215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5215!SPC NJ       -   1.00000309  x   0.99992465  =   0.99992774
 AI5215!UTM  18      -   1.00000309  x   0.99969358  =   0.99969667
 AI5215
 AI5215                          SUPERSEDED SURVEY CONTROL
 AI5215
 AI5215  NGVD 29 (05/18/00)   13.2    (m)           43.     (f) VERT ANG       
 AI5215
 AI5215.Superseded values are not recommended for survey control.
 AI5215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5215.See file dsdata.txt to determine how the superseded data were derived.
 AI5215
 AI5215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8719168837(NAD 83)
 AI5215_MARKER: DD = SURVEY DISK
 AI5215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5215_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5215+STABILITY: SURFACE MOTION
 AI5215
 AI5215  HISTORY     - Date     Condition        Report By
 AI5215  HISTORY     - 1988     MONUMENTED       NOSAMC
 AI5215
 AI5215                          STATION DESCRIPTION
 AI5215
 AI5215'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5215'THE STATION IS LOCATED ON THE EAST SIDE OF SEA BRIGHT, N.J. DUE EAST
 AI5215'OF THE RUMSON ROAD (MONMOUTH COUNTY ROAD 520) BRIDGE ON THE ROOF OF
 AI5215'THE SEA BRIGHT BEACH CLUB ON THE NORTHERNMOST OF 2 LARGE BUILDING
 AI5215'WHICH COMPRISE THE CLUB AND NEAR THE NE CORNER OF THE BUILDING ON A
 AI5215'ROOF APEX. THE STATION IS A STANDARD NOS BRONZE DISK STAMPED---SEA
 AI5215'CLUB 2 1988---, EPOXIED TO THE ALUMINIZED ROOF SURFACE FLUSH. IT IS--
 AI5215'3.980 M (13.058 FT.) S (SLOPE) FO THE N EDGE OF ROOF. 5.355 M (17.569
 AI5215'FT.) W (SLOPE) OF THE E EDGE OF THE ROOF. 6.913 M (22.680 FT.) NE OF
 AI5215'THE NE CORNER OF THE N MOST OF 4 SMOKED GLASS SKYLIGHTS AND 0.760 M
 AI5215'(2.493 FT.) E OF E EDGE OF A 2 INCH DIAM PVC VENT PIPE. CONTACT--GUY
 AI5215'WILBANKS MANAGER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0822 ***********************************************************************
 KV0822  DESIGNATION -  SEA GIRT 2
 KV0822  PID         -  KV0822
 KV0822  STATE/COUNTY-  NJ/MONMOUTH
 KV0822  USGS QUAD   -  ASBURY PARK (1989)
 KV0822
 KV0822                         *CURRENT SURVEY CONTROL
 KV0822  ___________________________________________________________________
 KV0822* NAD 83(1996)-  40 07 59.38450(N)    074 02 30.27435(W)     ADJUSTED  
 KV0822* NAVD 88     -         6.521  (meters)      21.39   (feet)  POSTED    
 KV0822  ___________________________________________________________________
 KV0822  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 KV0822  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KV0822  DYNAMIC HT  -           6.520 (meters)      21.39  (feet)  COMP
 KV0822  MODELED GRAV-     980,159.0   (mgal)                       NAVD 88
 KV0822
 KV0822  HORZ ORDER  -  SECOND
 KV0822  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KV0822
 KV0822.The horizontal coordinates were established by classical geodetic methods
 KV0822.and adjusted by the National Geodetic Survey in September 1999..
 KV0822
 KV0822.The orthometric height was determined by differential leveling
 KV0822.and adjusted by the National Geodetic Survey in 1992..
 KV0822.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KV0822.rate of 0.0 thru 1.0 mm/km.
 KV0822
 KV0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0822
 KV0822.The geoid height was determined by GEOID03.
 KV0822
 KV0822.The dynamic height is computed by dividing the NAVD 88
 KV0822.geopotential number by the normal gravity value computed on the
 KV0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0822.degrees latitude (g = 980.6199 gals.).
 KV0822
 KV0822.The modeled gravity was interpolated from observed gravity values.
 KV0822
 KV0822;                    North         East     Units Scale Factor Converg.
 KV0822;SPC NJ       -   144,399.398   189,052.389   MT  0.99991877   +0 17 43.4
 KV0822;SPC NJ       -   473,750.36    620,249.38   sFT  0.99991877   +0 17 43.4
 KV0822;UTM  18      - 4,442,977.169   581,638.082   MT  0.99968204   +0 37 03.7
 KV0822
 KV0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0822!SPC NJ       -   1.00000415  x   0.99991877  =   0.99992292
 KV0822!UTM  18      -   1.00000415  x   0.99968204  =   0.99968619
 KV0822
 KV0822:                Primary Azimuth Mark                     Grid Az
 KV0822:SPC NJ       -  BELMAR STANDPIPE                         011 54 35.1
 KV0822:UTM  18      -  BELMAR STANDPIPE                         011 35 14.8
 KV0822
 KV0822|---------------------------------------------------------------------|
 KV0822| PID    Reference Object                     Distance      Geod. Az  |
 KV0822|                                                           dddmmss.s |
 KV0822| KV5155 BELMAR STANDPIPE                    APPROX. 5.0 KM 0121218.5 |
 KV0822| KV5182 SEA GIRT                            102.877 METERS 01546     |
 KV0822| KV5187 SPRING LAKE PUMPING STATION TK      APPROX. 1.5 KM 0182749.9 |
 KV0822| KV5212 SPRING LAKE EAST TANK               APPROX. 2.6 KM 0252603.2 |
 KV0822| KV5200 SPRING LAKE RM 4                    APPROX. 3.7 KM 0313245.4 |
 KV0822| KV5279 POINT PLEASANT STANDPIPE            APPROX. 5.1 KM 1844244.8 |
 KV0822| KV5278 POINT PLEASANT MUNICIPAL TANK       APPROX. 5.2 KM 1844325.3 |
 KV0822| KV5179 SEA GIRT STATE ARSENAL TANK         APPROX. 0.9 KM 1943713.3 |
 KV0822| KV5284 POINT PLEASANT NEW EAST TANK        APPROX. 5.9 KM 1995412.0 |
 KV0822| KV5224 BRIELLE WATER TANK                  APPROX. 2.8 KM 2172658.8 |
 KV0822| KV5218 MANASQUAN WATER TANK                APPROX. 1.9 KM 2230332.3 |
 KV0822| KV0823 SEA GIRT 2 RM 4                      81.257 METERS 28208     |
 KV0822| KV0824 SEA GIRT 2 RM 5                                    2874044.6 |
 KV0822| KV5177 SPRING LAKE WEST TANK               APPROX. 2.0 KM 3343955.4 |
 KV0822| KV5176 WALL TOWNSHIP WATER TOWER           APPROX. 5.7 KM 3402733.0 |
 KV0822| CB6356 SEA GIRT RM 2                        40.886 METERS 35815     |
 KV0822|---------------------------------------------------------------------|
 KV0822
 KV0822                          SUPERSEDED SURVEY CONTROL
 KV0822
 KV0822  NAD 83(1986)-  40 07 59.38030(N)    074 02 30.26751(W) AD(       ) 2
 KV0822  NAD 27      -  40 07 58.96690(N)    074 02 31.76900(W) AD(       ) 2
 KV0822  NGVD 29 (04/16/92)    6.839  (m)           22.44   (f) ADJUSTED    1 1
 KV0822
 KV0822.Superseded values are not recommended for survey control.
 KV0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0822.See file dsdata.txt to determine how the superseded data were derived.
 KV0822
 KV0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8163842977(NAD 83)
 KV0822_MARKER: DS = TRIANGULATION STATION DISK
 KV0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0822_STAMPING: SEA GIRT 2 1962
 KV0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0822
 KV0822  HISTORY     - Date     Condition        Report By
 KV0822  HISTORY     - 1962     MONUMENTED       CGS
 KV0822  HISTORY     - 1964     GOOD             CGS
 KV0822  HISTORY     - 1964     GOOD             CGS
 KV0822  HISTORY     - 1968     GOOD             LOCSUR
 KV0822  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV0822  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV0822  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0822  HISTORY     - 1988     MARK NOT FOUND   NOSAMC
 KV0822  HISTORY     - 19920729 GOOD             USPSQD
 KV0822
 KV0822                          STATION DESCRIPTION
 KV0822
 KV0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV0822'THE STATION IS IN THE TOWN OF SEA GIRT, ABOUT 0.15 MILE NORTH OF
 KV0822'THE SEA GIRT RAILROAD DEPOT AND ON CITY PROPERTY.  IT IS 78 FEET
 KV0822'EAST OF THE CENTERLINE OF BELL PLACE, 67 FEET SOUTH OF THE
 KV0822'CENTERLINE OF A GRAVELED STREET (THE EXTENDED CENTER OF
 KV0822'PHILADELPHIA STREET), 22 FEET EAST OF THE NORTHEAST CORNER OF A
 KV0822'SMALL CONCRETE BUILDING AND 15 FEET NORTH OF A WITNESS POST.
 KV0822'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED SEA GIRT 2 1962.
 KV0822'
 KV0822'TO REACH FROM THE RAILROAD DEPOT IN SEA GIRT, GO NORTH ON BELL
 KV0822'PLACE FOR 0.15 MILE TO PHILADELPHIA STREET ON THE LEFT AND THE
 KV0822'STATION ON THE RIGHT.
 KV0822'
 KV0822'TO REACH REFERENCE MARK 5 FROM THE STATION, GO WEST ON
 KV0822'PHILADELPHIA STREET FOR 0.15 MILE TO A T-STREET AND REFERENCE
 KV0822'MARK 5 ON THE RIGHT.
 KV0822'
 KV0822'REFERENCE MARK 2 IS 66 FEET NORTH OF THE CENTERLINE OF THE
 KV0822'EXTENDED CENTER OF PHILADELPHIA STREET, 63 FEET SOUTHWEST OF THE
 KV0822'NORTHWEST CORNER OF A CONCRETE BUILDING AND 22 FEET EAST OF THE
 KV0822'CENTERLINE OF BELL PLACE.  THE MONUMENT IS FLUSH AND THE DISK
 KV0822'IS STAMPED SEA GIRT NO 2 1934.
 KV0822'
 KV0822'REFERENCE MARK 4 IS 60 FEET SOUTH OF PHILADELPHIA STREET, 82
 KV0822'FEET EAST OF THE CENTERLINE OF SEVENTH AVENUE AND 18 FEET SOUTH
 KV0822'OF A CYCLONE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 KV0822'IS STAMPED SEA GIRT 2 NO 4 1962.
 KV0822'
 KV0822'REFERENCE MARK 5 IS 43 FEET NORTH OF THE CENTERLINE OF
 KV0822'PHILADELPHIA STREET, 38 FEET EAST OF THE CENTERLINE OF EIGHTH
 KV0822'AVENUE AND 38 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 KV0822'HOUSE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED SEA GIRT
 KV0822'2 NO 5 1962.
 KV0822'
 KV0822'SEA GIRT 1934 IS A CROSS CUT IN THE CENTER OF THE BALL ON TOP
 KV0822'OF THE BLACK MUNICIPAL WATER TANK OF THE TOWN OF SEA GIRT.
 KV0822'
 KV0822'HEIGHT OF LIGHT ABOVE STATION MARK 29.95 METERS.
 KV0822
 KV0822                          STATION RECOVERY (1964)
 KV0822
 KV0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RG)
 KV0822'THE STATION, RM4 AND RM 5 WERE RECOVERED IN GOOD CONDITION.
 KV0822'
 KV0822'THE STATION IS LOCATED AT SEA GIRT, ABOUT 0.15 MILE NORTH ALONG
 KV0822'THE NEW YORK AND LONG BRANCH RAILROAD FROM THE STATION AT SEA
 KV0822'GIRT, NEAR THE ABANDONED CROSSING OF PHILADELPHIA STREET.  95.5
 KV0822'FEET SOUTHEAST OF THE INTERSECTION OF BELLE PLACE AND PHILADELPHIA
 KV0822'STREET, 136 FEET WEST OF THE WEST RAIL OF THE SOUTH-BOUND TRACK,
 KV0822'59.3 FEET EAST OF THE EAST CURB OF BELLE PLACE, 63 FEET SOUTH
 KV0822'OF THE EXTENDED CENTER LINE OF PHILADELPHIA STREET, 21 FEET
 KV0822'EAST OF THE NORTHEAST CORNER OF A SMALL STUCCO BUILDING, 15
 KV0822'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH BELLE PLACE
 KV0822'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KV0822'
 KV0822'RM 4 IS LOCATED NEAR THE NORTHWEST CORNER OF A PARK, 266.6 FEET
 KV0822'WEST OF AND ACROSS BELLE PLACE FROM THE STATION, 402 FEET WEST
 KV0822'OF THE WEST RAIL OF THE SOUTH-BOUND TRACK, 60 FEET EAST OF THE
 KV0822'EAST CURB OF SEVENTH AVENUE, 36 FEET SOUTH OF THE SOUTH CURB OF
 KV0822'PHILADELPHIA STREET, 17 FEET SOUTH OF A WIRE FENCE, ABOUT LEVEL
 KV0822'WITH THE STREET AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 KV0822'THE GROUND.
 KV0822'
 KV0822'RM 5 IS LOCATED 0.2 MILE WEST ALONG PHILADELPHIA STREET FROM
 KV0822'BELLE PLACE, AT THE INTERSECTION OF EIGHTH AVENUE AND PHILADELPHIA
 KV0822'STREET, 37 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A RESIDENCE
 KV0822'AT 717 PHILADELPHIA STREET, 39 FEET NORTHEAST OF THE APPROXIMATE
 KV0822'CENTER OF THE INTERSECTION, 20.5 FEET EAST OF THE EAST CURB OF
 KV0822'EIGHTH AVENUE, 22.5 FEET NORTH OF THE NORTH CURB OF PHILADELPHIA
 KV0822'STREET, 1.5 FEET SOUTH OF A 4 INCH CEDAR TREE, ABOUT LEVEL WITH
 KV0822'THE STREET AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 KV0822'THE GROUND.
 KV0822
 KV0822                          STATION RECOVERY (1964)
 KV0822
 KV0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0822'AT SEA GIRT.
 KV0822'AT SEA GIRT, ABOUT 0.15 MILE NORTH ALONG THE NEW YORK AND LONG
 KV0822'BRANCH RAILROAD FROM THE STATION AT SEA GIRT, NEAR THE ABANDONED
 KV0822'CROSSING OF PHILADELPHIA STREET, 95.5 FEET SOUTHEAST OF THE
 KV0822'INTERSECTION OF BELLE PLACE AND PHILADELPHIA STREET, 136 FEET
 KV0822'WEST OF THE WEST RAIL OF THE SOUTH-BOUND TRACK, 59.3 FEET EAST
 KV0822'OF THE EAST CURB OF BELLE PLACE, 63 FEET SOUTH OF THE EXTENDED
 KV0822'CENTER LINE OF PHILADELPHIA STREET, 21 FEET EAST OF THE NORTHEAST
 KV0822'CORNER OF A SMALL STUCCO BUILDING, 15 FEET NORTH OF A METAL
 KV0822'WITNESS POST, ABOUT LEVEL WITH BELLE PLACE AND SET IN THE TOP
 KV0822'OF A CONCRETE POST FLUSH WITH THE GROUND.
 KV0822
 KV0822                          STATION RECOVERY (1968)
 KV0822
 KV0822'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 KV0822'RECOVERED IN GOOD CONDITION.
 KV0822
 KV0822                          STATION RECOVERY (1984)
 KV0822
 KV0822'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV0822'STATION NOT RECOVERED - STATION EITHER LOST OR BURIED UNDER
 KV0822'BLACKTOP DRIVEWAY TO A MUNICIPAL BLDG.
 KV0822'
 KV0822'RM 4 BURIED IN LAWN ADJACENT TO A SCHOOL CUSTODIAN WILL SEARCH WITH
 KV0822'METAL DETECTOR AND NOTIFY IF FOUND.
 KV0822'
 KV0822'RM 5 BURIED OR LOST - CEDAR TREE GONE BUT EVIDENCE OF TREE IN LAWN
 KV0822'REMAINS.
 KV0822
 KV0822                          STATION RECOVERY (1984)
 KV0822
 KV0822'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0822'MARK NOT FOUND.
 KV0822
 KV0822                          STATION RECOVERY (1987)
 KV0822
 KV0822'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0822'MARK NOT FOUND.
 KV0822
 KV0822                          STATION RECOVERY (1988)
 KV0822
 KV0822'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KV0822'THE STATION NOT RECOVERED AT THIS DATE. THERE IS A GARAGE DRIVEWAY NOW
 KV0822'IN THE LOCATION OF THE STATION AND THE REFERENCE MARKS COULD NOT BE
 KV0822'FOUND.  THE STATION WAS NOT PROBED FOR.
 KV0822
 KV0822                          STATION RECOVERY (1992)
 KV0822
 KV0822'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0823 ***********************************************************************
 KV0823  DESIGNATION -  SEA GIRT 2 RM 4
 KV0823  PID         -  KV0823
 KV0823  STATE/COUNTY-  NJ/MONMOUTH
 KV0823  USGS QUAD   -  ASBURY PARK (1989)
 KV0823
 KV0823                         *CURRENT SURVEY CONTROL
 KV0823  ___________________________________________________________________
 KV0823* NAD 83(1986)-  40 07 58.     (N)    074 02 29.     (W)     SCALED    
 KV0823* NAVD 88     -         6.531  (meters)      21.43   (feet)  POSTED    
 KV0823  ___________________________________________________________________
 KV0823  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KV0823  DYNAMIC HT  -           6.530 (meters)      21.42  (feet)  COMP
 KV0823  MODELED GRAV-     980,159.0   (mgal)                       NAVD 88
 KV0823
 KV0823  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KV0823
 KV0823.The horizontal coordinates were scaled from a topographic map and have
 KV0823.an estimated accuracy of +/- 6 seconds.
 KV0823
 KV0823.The orthometric height was determined by differential leveling
 KV0823.and adjusted by the National Geodetic Survey in 1992..
 KV0823.No vertical observational check was made to the station.
 KV0823.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KV0823.was located on a no-check spur therefore a value was not computed.
 KV0823
 KV0823.The geoid height was determined by GEOID03.
 KV0823
 KV0823.The dynamic height is computed by dividing the NAVD 88
 KV0823.geopotential number by the normal gravity value computed on the
 KV0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0823.degrees latitude (g = 980.6199 gals.).
 KV0823
 KV0823.The modeled gravity was interpolated from observed gravity values.
 KV0823
 KV0823;                    North         East    Units  Estimated Accuracy
 KV0823;SPC NJ       -   144,360.      189,080.      MT  (+/- 180 meters Scaled)
 KV0823
 KV0823                          SUPERSEDED SURVEY CONTROL
 KV0823
 KV0823  NGVD 29 (04/16/92)    6.849  (m)           22.47   (f) ADJUSTED    1 1
 KV0823
 KV0823.Superseded values are not recommended for survey control.
 KV0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0823.See file dsdata.txt to determine how the superseded data were derived.
 KV0823
 KV0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK816429(NAD 83)
 KV0823_MARKER: DR = REFERENCE MARK DISK
 KV0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0823_STAMPING: SEA GIRT 2 NO 4 1962
 KV0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0823+STABILITY: SURFACE MOTION
 KV0823
 KV0823  HISTORY     - Date     Condition        Report By
 KV0823  HISTORY     - 1962     MONUMENTED       CGS
 KV0823  HISTORY     - 1964     GOOD             CGS
 KV0823  HISTORY     - 1968     GOOD             LOCSUR
 KV0823  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV0823  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0823  HISTORY     - 19920809 MARK NOT FOUND   USPSQD
 KV0823
 KV0823                          STATION DESCRIPTION
 KV0823
 KV0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0823'AT SEA GIRT.
 KV0823'AT SEA GIRT, ABOUT 0.15 MILE NORTH ALONG THE NEW YORK AND LONG
 KV0823'BRANCH RAILROAD FROM THE STATION AT SEA GIRT, NEAR THE NORTHWEST
 KV0823'CORNER OF A PARK, 266.6 FEET WEST OF AND ACROSS BELLE PLACE FROM
 KV0823'THE STATION DESCRIBED, 402 FEET WEST OF THE WEST RAIL OF THE
 KV0823'SOUTH-BOUND TRACK, 60 FEET EAST OF THE EAST CURB OF SEVENTH
 KV0823'AVENUE, 36 FEET SOUTH OF THE SOUTH CURB OF PHILADELPHIA STREET,
 KV0823'17 FEET SOUTH OF A WIRE FENCE, ABOUT LEVEL WITH THE STREET AND
 KV0823'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KV0823
 KV0823                          STATION RECOVERY (1968)
 KV0823
 KV0823'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 KV0823'RECOVERED IN GOOD CONDITION.
 KV0823
 KV0823                          STATION RECOVERY (1984)
 KV0823
 KV0823'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0823'MARK NOT FOUND.
 KV0823
 KV0823                          STATION RECOVERY (1987)
 KV0823
 KV0823'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0823'MARK NOT FOUND.
 KV0823
 KV0823                          STATION RECOVERY (1992)
 KV0823
 KV0823'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0824 ***********************************************************************
 KV0824  DESIGNATION -  SEA GIRT 2 RM 5
 KV0824  PID         -  KV0824
 KV0824  STATE/COUNTY-  NJ/MONMOUTH
 KV0824  USGS QUAD   -  ASBURY PARK (1989)
 KV0824
 KV0824                         *CURRENT SURVEY CONTROL
 KV0824  ___________________________________________________________________
 KV0824* NAD 83(1986)-  40 07 58.     (N)    074 02 29.     (W)     SCALED    
 KV0824* NAVD 88     -         7.312  (meters)      23.99   (feet)  POSTED    
 KV0824  ___________________________________________________________________
 KV0824  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KV0824  DYNAMIC HT  -           7.310 (meters)      23.98  (feet)  COMP
 KV0824  MODELED GRAV-     980,159.0   (mgal)                       NAVD 88
 KV0824
 KV0824  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KV0824
 KV0824.The horizontal coordinates were scaled from a topographic map and have
 KV0824.an estimated accuracy of +/- 6 seconds.
 KV0824
 KV0824.The orthometric height was determined by differential leveling
 KV0824.and adjusted by the National Geodetic Survey in 1992..
 KV0824.No vertical observational check was made to the station.
 KV0824.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KV0824.was located on a no-check spur therefore a value was not computed.
 KV0824
 KV0824.The geoid height was determined by GEOID03.
 KV0824
 KV0824.The dynamic height is computed by dividing the NAVD 88
 KV0824.geopotential number by the normal gravity value computed on the
 KV0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0824.degrees latitude (g = 980.6199 gals.).
 KV0824
 KV0824.The modeled gravity was interpolated from observed gravity values.
 KV0824
 KV0824;                    North         East    Units  Estimated Accuracy
 KV0824;SPC NJ       -   144,360.      189,080.      MT  (+/- 180 meters Scaled)
 KV0824
 KV0824                          SUPERSEDED SURVEY CONTROL
 KV0824
 KV0824  NGVD 29 (04/16/92)    7.630  (m)           25.03   (f) ADJUSTED    1 1
 KV0824
 KV0824.Superseded values are not recommended for survey control.
 KV0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0824.See file dsdata.txt to determine how the superseded data were derived.
 KV0824
 KV0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK816429(NAD 83)
 KV0824_MARKER: DR = REFERENCE MARK DISK
 KV0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0824_STAMPING: SEA GIRT 2 NO 5 1962
 KV0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0824+STABILITY: SURFACE MOTION
 KV0824
 KV0824  HISTORY     - Date     Condition        Report By
 KV0824  HISTORY     - 1962     MONUMENTED       CGS
 KV0824  HISTORY     - 1964     GOOD             CGS
 KV0824  HISTORY     - 1968     GOOD             LOCSUR
 KV0824  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV0824  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0824  HISTORY     - 19920809 MARK NOT FOUND   USPSQD
 KV0824
 KV0824                          STATION DESCRIPTION
 KV0824
 KV0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0824'AT SEA GIRT.
 KV0824'AT SEA GIRT, ABOUT 0.15 MILE NORTH ALONG THE NEW YORK AND LONG
 KV0824'BRANCH RAILROAD FROM THE STATION AT SEA GIRT, THENCE 0.2 MILE
 KV0824'WEST ALONG PHILADELPHIA STREET, AT THE INTERSECTION OF EIGHTH
 KV0824'AVENUE AND PHILADELPHIA STREET, 37 FEET SOUTHWEST OF THE SOUTHWEST
 KV0824'CORNER OF A RESIDENCE AT 717 PHILADELPHIA STREET, 39 FEET NORTHEAST
 KV0824'OF THE APPROXIMATE CENTER OF THE INTERSECTION, 20.5 FEET EAST
 KV0824'OF THE EAST CURB OF THE AVENUE, 22.5 FEET NORTH OF THE NORTH CURB
 KV0824'OF THE STREET, 1 1/2 FEET SOUTH OF A 4 INCH CEDAR TREE, ABOUT LEVEL
 KV0824'WITH THE STREET AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 KV0824'THE GROUND.
 KV0824
 KV0824                          STATION RECOVERY (1968)
 KV0824
 KV0824'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 KV0824'RECOVERED IN GOOD CONDITION.
 KV0824
 KV0824                          STATION RECOVERY (1984)
 KV0824
 KV0824'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0824'MARK NOT FOUND.
 KV0824
 KV0824                          STATION RECOVERY (1987)
 KV0824
 KV0824'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0824'MARK NOT FOUND.
 KV0824
 KV0824                          STATION RECOVERY (1992)
 KV0824
 KV0824'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5195 ***********************************************************************
 KV5195  DESIGNATION -  SEA GIRT LIGHTHOUSE
 KV5195  PID         -  KV5195
 KV5195  STATE/COUNTY-  NJ/MONMOUTH
 KV5195  USGS QUAD   -  ASBURY PARK (1989)
 KV5195
 KV5195                         *CURRENT SURVEY CONTROL
 KV5195  ___________________________________________________________________
 KV5195* NAD 83(1996)-  40 08 11.91969(N)    074 01 38.90219(W)     ADJUSTED  
 KV5195* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 KV5195  ___________________________________________________________________
 KV5195  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 KV5195  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KV5195
 KV5195  HORZ ORDER  -  THIRD
 KV5195
 KV5195.The horizontal coordinates were established by classical geodetic methods
 KV5195.and adjusted by the National Geodetic Survey in September 1999..
 KV5195
 KV5195.The orthometric height was scaled from a topographic map.
 KV5195
 KV5195.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5195
 KV5195.The geoid height was determined by GEOID03.
 KV5195
 KV5195;                    North         East     Units Scale Factor Converg.
 KV5195;SPC NJ       -   144,792.360   190,266.423   MT  0.99991995   +0 18 16.6
 KV5195;SPC NJ       -   475,039.60    624,232.42   sFT  0.99991995   +0 18 16.6
 KV5195;UTM  18      - 4,443,376.860   582,849.600   MT  0.99968450   +0 37 37.0
 KV5195
 KV5195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5195!SPC NJ       -   1.00000282  x   0.99991995  =   0.99992277
 KV5195!UTM  18      -   1.00000282  x   0.99968450  =   0.99968732
 KV5195
 KV5195                          SUPERSEDED SURVEY CONTROL
 KV5195
 KV5195  NAD 83(1986)-  40 08 11.91316(N)    074 01 38.89517(W) AD(       ) 4
 KV5195  NAD 27      -  40 08 11.50000(N)    074 01 40.39700(W) AD(       ) 3
 KV5195
 KV5195.Superseded values are not recommended for survey control.
 KV5195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5195.See file dsdata.txt to determine how the superseded data were derived.
 KV5195
 KV5195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8285043377(NAD 83)
 KV5195_MARKER: 13 = LIGHTHOUSE
 KV5195
 KV5195  HISTORY     - Date     Condition        Report By
 KV5195  HISTORY     - 1899     FIRST OBSERVED   CGS
 KV5195  HISTORY     - 1934     GOOD             CGS
 KV5195  HISTORY     - 1962     GOOD             CGS
 KV5195  HISTORY     - 1984     GOOD             USPSQD
 KV5195  HISTORY     - 1988     GOOD             NOSAMC
 KV5195  HISTORY     - 19920729 GOOD             USPSQD
 KV5195
 KV5195                          STATION DESCRIPTION
 KV5195
 KV5195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5195'STATION IS THE LIGHTNING ROD ON THE TOP CENTER OF THE SEA
 KV5195'GIRT LIGHT HOUSE, LOCATED ON S SIDE OF ENTRANCE TO WRECK POND AT
 KV5195'SEA GIRT.
 KV5195
 KV5195                          STATION RECOVERY (1962)
 KV5195
 KV5195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5195'RECOVERED IN GOOD CONDITION.  THE LIGHTNING ROD NO LONGER
 KV5195'PROTRUDES FROM THE ROOF.  THE BUILDING IS NOW USED AS A LIBRARY
 KV5195'AND RECREATION CENTER.
 KV5195
 KV5195                          STATION RECOVERY (1984)
 KV5195
 KV5195'RECOVERY NOTE BY US POWER SQUADRON 1984 (JHF)
 KV5195'STATION FOUND GOOD.
 KV5195'RECOVERED AS DESCRIBED.
 KV5195
 KV5195                          STATION RECOVERY (1988)
 KV5195
 KV5195'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KV5195'THE LIGHTHOUSE HAS BEEN RESTORED BY THE TOWN OF SEA GIRT AND IS BEING
 KV5195'MAINTAINED BY THE SAME. THE LIGHTNING ROD ATOP THE STRUCTURE IS IN
 KV5195'PLACE AND WAS USED AS THE STATION. THE LIGHT IS PRIVATLY MAINTAINED BY
 KV5195'THE CITY OF SEA GIRT. CONTACT WILLIAM MACCINNES - MAYOR.
 KV5195
 KV5195                          STATION RECOVERY (1992)
 KV5195
 KV5195'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5179 ***********************************************************************
 KV5179  DESIGNATION -  SEA GIRT STATE ARSENAL TANK
 KV5179  PID         -  KV5179
 KV5179  STATE/COUNTY-  NJ/MONMOUTH
 KV5179  USGS QUAD   -  ASBURY PARK (1989)
 KV5179
 KV5179                         *CURRENT SURVEY CONTROL
 KV5179  ___________________________________________________________________
 KV5179* NAD 83(1996)-  40 07 32.09421(N)    074 02 39.54805(W)     ADJUSTED  
 KV5179* NAVD 88     -                                                        
 KV5179  ___________________________________________________________________
 KV5179  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 KV5179  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KV5179
 KV5179  HORZ ORDER  -  THIRD
 KV5179
 KV5179.The horizontal coordinates were established by classical geodetic methods
 KV5179.and adjusted by the National Geodetic Survey in September 1999..
 KV5179
 KV5179
 KV5179.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5179
 KV5179.The geoid height was determined by GEOID03.
 KV5179
 KV5179;                    North         East     Units Scale Factor Converg.
 KV5179;SPC NJ       -   143,556.617   188,837.175   MT  0.99991856   +0 17 37.2
 KV5179;SPC NJ       -   470,985.33    619,543.30   sFT  0.99991856   +0 17 37.2
 KV5179;UTM  18      - 4,442,133.390   581,427.662   MT  0.99968162   +0 36 57.4
 KV5179
 KV5179                          SUPERSEDED SURVEY CONTROL
 KV5179
 KV5179  NAD 83(1986)-  40 07 32.08742(N)    074 02 39.54174(W) AD(       ) 4
 KV5179  NAD 27      -  40 07 31.67400(N)    074 02 41.04400(W) AD(       ) 3
 KV5179
 KV5179.Superseded values are not recommended for survey control.
 KV5179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5179.See file dsdata.txt to determine how the superseded data were derived.
 KV5179
 KV5179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8142842133(NAD 83)
 KV5179_MARKER: 51 = TANK
 KV5179_SETTING: 0 = UNSPECIFIED SETTING
 KV5179
 KV5179  HISTORY     - Date     Condition        Report By
 KV5179  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5179  HISTORY     - 1962     GOOD             CGS
 KV5179  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV5179
 KV5179                          STATION DESCRIPTION
 KV5179
 KV5179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5179'STATION IS THE CENTER OF THE BALL APEX ON THE ALUMINUM PAINTED
 KV5179'METAL WATER TANK (60 FEET) AT THE SW END OF THE NEW JERSEY STATE
 KV5179'ARSENAL (CAMP MOORE) AND ON THE E SIDE OF THE PENNSYLVANIA
 KV5179'RAILROAD IN SEA GIRT.
 KV5179'
 KV5179'REACHED VIA STATE HIGHWAY 4N TO SEA GIRT AVENUE DIRECT TO STATION.
 KV5179
 KV5179                          STATION RECOVERY (1962)
 KV5179
 KV5179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5179'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV5179
 KV5179                          STATION RECOVERY (1984)
 KV5179
 KV5179'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5179'STATION FOUND LOST.
 KV5179'
 KV5179'AREA IS NOW A STATE POLICE TRAINING GROUND TANK NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5180 ***********************************************************************
 KV5180  DESIGNATION -  SEA GIRT STATE ARSENAL STACK
 KV5180  PID         -  KV5180
 KV5180  STATE/COUNTY-  NJ/MONMOUTH
 KV5180  USGS QUAD   -  ASBURY PARK (1989)
 KV5180
 KV5180                         *CURRENT SURVEY CONTROL
 KV5180  ___________________________________________________________________
 KV5180* NAD 83(1996)-  40 07 31.38044(N)    074 02 38.81965(W)     ADJUSTED  
 KV5180* NAVD 88     -                                                        
 KV5180  ___________________________________________________________________
 KV5180  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 KV5180  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KV5180
 KV5180  HORZ ORDER  -  THIRD
 KV5180
 KV5180.The horizontal coordinates were established by classical geodetic methods
 KV5180.and adjusted by the National Geodetic Survey in September 1999..
 KV5180
 KV5180
 KV5180.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5180
 KV5180.The geoid height was determined by GEOID03.
 KV5180
 KV5180;                    North         East     Units Scale Factor Converg.
 KV5180;SPC NJ       -   143,534.693   188,854.533   MT  0.99991858   +0 17 37.7
 KV5180;SPC NJ       -   470,913.41    619,600.25   sFT  0.99991858   +0 17 37.7
 KV5180;UTM  18      - 4,442,111.569   581,445.138   MT  0.99968166   +0 36 57.8
 KV5180
 KV5180                          SUPERSEDED SURVEY CONTROL
 KV5180
 KV5180  NAD 83(1986)-  40 07 31.37331(N)    074 02 38.81359(W) AD(       ) 4
 KV5180  NAD 27      -  40 07 30.95900(N)    074 02 40.31700(W) AD(       ) 3
 KV5180
 KV5180.Superseded values are not recommended for survey control.
 KV5180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5180.See file dsdata.txt to determine how the superseded data were derived.
 KV5180
 KV5180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8144542112(NAD 83)
 KV5180_MARKER: 63 = STACK
 KV5180
 KV5180  HISTORY     - Date     Condition        Report By
 KV5180  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5180  HISTORY     - 1962     GOOD             CGS
 KV5180  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV5180
 KV5180                          STATION DESCRIPTION
 KV5180
 KV5180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5180'STATION IS THE CENTER OF THE ROUND RED BRICK STACK AT THE POWER
 KV5180'PLANT IN THE SW CORNER OF THE NEW JERSEY STATE ARSENAL (CAMP
 KV5180'MOORE) IN SEA GIRT.
 KV5180
 KV5180                          STATION RECOVERY (1962)
 KV5180
 KV5180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5180'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV5180
 KV5180                          STATION RECOVERY (1984)
 KV5180
 KV5180'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5180'STATION FOUND LOST.
 KV5180'
 KV5180'AREA IS NOW A STATE POLICE TRAINING AREA AND MOST BUILDINGS HAVE BEEN
 KV5180'TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5195 ***********************************************************************
 AI5195  DESIGNATION -  SEA GIRT WHITE TANK
 AI5195  PID         -  AI5195
 AI5195  STATE/COUNTY-  NJ/MONMOUTH
 AI5195  USGS QUAD   -  ASBURY PARK (1989)
 AI5195
 AI5195                         *CURRENT SURVEY CONTROL
 AI5195  ___________________________________________________________________
 AI5195* NAD 83(1996)-  40 08 04.57862(N)    074 02 26.77626(W)     ADJUSTED  
 AI5195* NAVD 88     -        36.     (meters)     118.     (feet)  SCALED    
 AI5195  ___________________________________________________________________
 AI5195  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 AI5195  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 AI5195
 AI5195  HORZ ORDER  -  THIRD
 AI5195
 AI5195.The horizontal coordinates were established by classical geodetic methods
 AI5195.and adjusted by the National Geodetic Survey in May 2000..
 AI5195
 AI5195.The orthometric height was scaled from a topographic map.
 AI5195
 AI5195.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5195
 AI5195.The geoid height was determined by GEOID03.
 AI5195
 AI5195;                    North         East     Units Scale Factor Converg.
 AI5195;SPC NJ       -   144,560.016   189,134.369   MT  0.99991885   +0 17 45.7
 AI5195;SPC NJ       -   474,277.32    620,518.34   sFT  0.99991885   +0 17 45.7
 AI5195;UTM  18      - 4,443,138.207   581,719.137   MT  0.99968221   +0 37 06.0
 AI5195
 AI5195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5195!SPC NJ       -   0.99999957  x   0.99991885  =   0.99991842
 AI5195!UTM  18      -   0.99999957  x   0.99968221  =   0.99968178
 AI5195
 AI5195                          SUPERSEDED SURVEY CONTROL
 AI5195
 AI5195.No superseded survey control is available for this station.
 AI5195
 AI5195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8171943138(NAD 83)
 AI5195_MARKER: 53 = ELEVATED TANK
 AI5195
 AI5195  HISTORY     - Date     Condition        Report By
 AI5195  HISTORY     - 1988     FIRST OBSERVED   NOSAMC
 AI5195
 AI5195                          STATION DESCRIPTION
 AI5195
 AI5195'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5195'THE STATION IS THE APEX OF THE WHITE TANK IN SEA GIRT, N.J. WHICH IS
 AI5195'LOCATED JUST NORTH OF THE SEA GIRT WATER TREATMENT PLANT. PROBED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2915 ***********************************************************************
 JU2915  DESIGNATION -  SEA ISLE
 JU2915  PID         -  JU2915
 JU2915  STATE/COUNTY-  NJ/CAPE MAY
 JU2915  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2915
 JU2915                         *CURRENT SURVEY CONTROL
 JU2915  ___________________________________________________________________
 JU2915* NAD 83(1996)-  39 09 15.48936(N)    074 41 49.52984(W)     ADJUSTED  
 JU2915* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2915  ___________________________________________________________________
 JU2915  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 JU2915  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 JU2915
 JU2915  HORZ ORDER  -  SECOND
 JU2915
 JU2915.The horizontal coordinates were established by classical geodetic methods
 JU2915.and adjusted by the National Geodetic Survey in September 1999..
 JU2915
 JU2915.The orthometric height was scaled from a topographic map.
 JU2915
 JU2915.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2915
 JU2915.The geoid height was determined by GEOID03.
 JU2915
 JU2915;                    North         East     Units Scale Factor Converg.
 JU2915;SPC NJ       -    35,647.456   132,965.503   MT  0.99990357   -0 07 28.0
 JU2915;SPC NJ       -   116,953.36    436,237.65   sFT  0.99990357   -0 07 28.0
 JU2915;UTM  18      - 4,333,943.619   526,172.327   MT  0.99960843   +0 11 28.5
 JU2915
 JU2915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2915!SPC NJ       -   1.00000524  x   0.99990357  =   0.99990881
 JU2915!UTM  18      -   1.00000524  x   0.99960843  =   0.99961366
 JU2915
 JU2915|---------------------------------------------------------------------|
 JU2915| PID    Reference Object                     Distance      Geod. Az  |
 JU2915|                                                           dddmmss.s |
 JU2915| CB2991 SEA ISLE RM 1 AZIMUTH                              03601     |
 JU2915| JU0405 SEA ISLE RM 2                        30.318 METERS 07252     |
 JU2915| JU2916 SEA ISLE RM 4                        21.073 METERS 15054     |
 JU2915| CB2992 SEA ISLE RM 3                        34.763 METERS 18804     |
 JU2915| JU2926 TOWNSEND                            APPROX. 3.1 KM 1995756.0 |
 JU2915|---------------------------------------------------------------------|
 JU2915
 JU2915                          SUPERSEDED SURVEY CONTROL
 JU2915
 JU2915  NAD 83(1991)-  39 09 15.46795(N)    074 41 49.52918(W) AD(       ) 2
 JU2915  NAD 83(1986)-  39 09 15.46812(N)    074 41 49.52926(W) AD(       ) 2
 JU2915  NAD 27      -  39 09 15.05640(N)    074 41 50.95000(W) AD(       ) 2
 JU2915
 JU2915.Superseded values are not recommended for survey control.
 JU2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2915.See file dsdata.txt to determine how the superseded data were derived.
 JU2915
 JU2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2617233944(NAD 83)
 JU2915_MARKER: DS = TRIANGULATION STATION DISK
 JU2915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2915_SP_SET: CONCRETE POST
 JU2915_STAMPING: SEA ISLE 1932
 JU2915_MARK LOGO: CGS   
 JU2915_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2915+STABILITY: SURFACE MOTION
 JU2915
 JU2915  HISTORY     - Date     Condition        Report By
 JU2915  HISTORY     - 1932     MONUMENTED       CGS
 JU2915  HISTORY     - 1932     GOOD             CGS
 JU2915  HISTORY     - 1950     GOOD             CGS
 JU2915  HISTORY     - 1952     GOOD             CGS
 JU2915  HISTORY     - 1962     GOOD             CGS
 JU2915  HISTORY     - 19921023 SEE DESCRIPTION  NJGS
 JU2915
 JU2915                          STATION DESCRIPTION
 JU2915
 JU2915'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2915'ON THE SW CORNER OF PARK ROAD AND FORTY-FIFTH STREET ON THE W
 JU2915'EDGE OF SEA ISLE.  IT IS 4.0 FEET SW OF TELEPHONE POLE.  IT IS
 JU2915'11.9 FEET N OF THE LINE OF THE N FACE OF THE SEA ISLE BRICK
 JU2915'2-STORY SCHOOL BUILDING.  THE SEA ISLE STANDPIPE APPEARS JUST
 JU2915'TO THE RIGHT OF A TWO-STORY SHINGLED COTTAGE A BLACK WATER TANK
 JU2915'APPEARS ON THE LEFT CORNER OF THE SAME BUILDING.
 JU2915'
 JU2915'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2915'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES, 1A, 7A, 11A, AND 11C.
 JU2915'
 JU2915'REFERENCE MARK NO. 2 IS 99.62 FEET NE OF THE STATION AND IS
 JU2915'SET IN THE CURB AT THE SE CORNER OF FORTY-FIFTH STREET, AND PARK
 JU2915'ROAD.  IT IS 5.65 FEET E OF THE W END OF THE PIECE OF CURB IN
 JU2915'WHICH IT SETS.
 JU2915'
 JU2915'REFERENCE MARK NO. 3 IS 114.05 FEET SE OF THE STATION ON THE
 JU2915'E SIDE OF PARK ROAD.  IT IS 18 FEET S OF THE LINE OF THE S FACE
 JU2915'OF THE SCHOOL BUILDING, AND 47 FEET E OF A TELEPHONE ALMOST
 JU2915'ACROSS PARK ROAD FROM IT.
 JU2915'
 JU2915'REFERENCE MARK NO. 1 IS AT THE SE CORNER OF PARK ROAD AND
 JU2915'FORTY-SECOND STREET.  IT IS 3.15 FEET NE OF TELEPHONE POLE AND
 JU2915'16.7 FEET N OF THE NEAREST SIDE OF FIRE HYDRANT.
 JU2915'
 JU2915'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 JU2915
 JU2915                          STATION RECOVERY (1932)
 JU2915
 JU2915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 JU2915'RECOVERED IN GOOD CONDITION.
 JU2915
 JU2915                          STATION RECOVERY (1950)
 JU2915
 JU2915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2915'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 JU2915'CONDITION.  REFERENCE MARK 3 WAS FOUND DESTROYED.  THE DISTANCE
 JU2915'TO REFERENCE MARK 2 WAS MEASURED WITH A STEEL TAPE AND FOUND
 JU2915'TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT.
 JU2915
 JU2915                          STATION RECOVERY (1952)
 JU2915
 JU2915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCC)
 JU2915'STATION, STAMPED SEA ISLE 1932, WAS RECOVERED AS DESCRIBED.
 JU2915'
 JU2915'REFERENCE MARK 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 JU2915'SEA ISLE NO 2 1932.  IT IS AT SEA ISLE CITY, AT THE NW CORNER
 JU2915'OF THE SCHOOLYARD, IN THE S CURB OF 45TH STREET, 16 FT. E OF THE
 JU2915'E CURB OF PARK ROAD, AND 99.5 FT. NE OF BENCH MARK 1.
 JU2915
 JU2915                          STATION RECOVERY (1962)
 JU2915
 JU2915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2915'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  REFERENCE
 JU2915'MARK 3 HAS BEEN DESTROYED.  THE STATION IS NOW UNDER THE SOUTH EDGE
 JU2915'OF A BLACK TOP STREET.  A REFERENCE MARK 4 WAS ESTABLISHED AND
 JU2915'OCCUPIED AT THIS TIME.  THE DISTANCE TO REFERENCE 2 WAS FOUND
 JU2915'TO BE 0.15 FEET SHORTER THAN PREVIOUSLY MEASURED.  THE ANGLE
 JU2915'BETWEEN REFERENCE MARKS 1 AND 2 DID NOT CHECK BY 1 MINUTE AND
 JU2915'37 SECONDS.
 JU2915'
 JU2915'A NEW DESCRIPTION FOLLOWS--
 JU2915'
 JU2915'THE STATION IS LOCATED ON THE SOUTHWEST CORNER OF PARK ROAD AND
 JU2915'45TH STREET IN THE WEST EDGE OF SEA ISLE CITY, 1 BLOCK WEST OF
 JU2915'THE SEA ISLE CITY SCHOOL.  IT IS 38 FEET EAST OF THE EAST CORNER
 JU2915'OF A FRAME HOUSE, 26 FEET NORTHWEST OF THE CENTERLINE OF
 JU2915'PARK ROAD, 20 FEET SOUTHWEST OF THE CENTERLINE OF 45TH STREET,
 JU2915'10.6 FEET NORTHEAST OF A FIRE HYDRANT, AND 8.4 FEET NORTHEAST OF
 JU2915'A POWER POLE.  THE MONUMENT IS 1 INCH UNDER THE EDGE OF THE BLACK
 JU2915'TOP, AND THE DISK IS STAMPED SEA ISLE 1932.  NOTE 1A 7A.
 JU2915'
 JU2915'TO REACH REFERENCE MARK 1 FROM THE STATION, GO NORTHEAST ON
 JU2915'PARK ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 JU2915'
 JU2915'REFERENCE MARK 1 IS 42 FEET SOUTH OF THE INTERSECTION OF
 JU2915'PARK ROAD AND 42ND STREET, 17 FEET NORTHEAST OF A FIRE HYDRANT,
 JU2915'AND 2 FEET SOUTHEAST OF A POWER POLE.  THE MONUMENT PROJECTS
 JU2915'1 INCH AND THE DISK IS STAMPED SEA ISLE NO 1 1932.
 JU2915'
 JU2915'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SEA ISLE NO 2 1932,
 JU2915'CEMENTED IN A DRILLED HOLE IN THE SOUTHEAST CURB OF 45TH
 JU2915'STREET.  IT IS 38 FEET SOUTHEAST OF THE CENTERLINE OF PARK ROAD,
 JU2915'14 FEET SOUTHWEST OF THE CENTERLINE OF 45TH STREET, AND 3.6 FEET
 JU2915'SOUTHEAST OF A POWER POLE NUMBER 23442.
 JU2915'
 JU2915'REFERENCE MARK 4 IS ACROSS THE STREET FROM THE STATION, IN THE
 JU2915'WEST EDGE OF THE SCHOOL PLAY GROUND.  IT IS 122 FEET SOUTHWEST
 JU2915'OF THE CENTERLINE OF 45TH STREET, 33 FEET SOUTHEAST OF THE
 JU2915'CENTERLINE OF PARK ROAD, 23 FEET SOUTH OF A WATER FOUNTAIN,
 JU2915'23 FEET SOUTH OF A WITNESS POST, AND 12 FEET SOUTHEAST OF THE
 JU2915'EAST CURB OF PARK ROAD.  THE MONUMENT IS FLUSH AND THE DISK
 JU2915'IS STAMPED SEA ISLE NO 4 1932.
 JU2915'
 JU2915'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU2915
 JU2915                          STATION RECOVERY (1992)
 JU2915
 JU2915'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 JU2915'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU2915'SEARCH BY A ONE MAN PARTY.  THE STATION APPEARS TO BE UNDER THE
 JU2915'ASPHALT PAVING OF PARK ROAD IN THE VICINITY OF RECENT UNDERGROUND
 JU2915'UTILITY CONSTRUCTION.  THE STATION IS CONSIDERED LOST.  REFERENCE
 JU2915'MARK NUMBERS 1 AND 2 WERE RECOVERED.  TO REACH REFERENCE MARK NUMBER
 JU2915'1 FROM THE INTERSECTION OF THE EXIT RAMP LEADING FROM THE SOUTHBOUND
 JU2915'LANES OF THE GARDEN STATE PARKWAY AND SEA ISLE BOULEVARD, COUNTY ROAD
 JU2915'625, AT INTERCHANGE 17, GO EAST ON COUNTY ROAD 625 FOR 2.25 MI
 JU2915'(3.62 KM) TO THE TEE INTERSECTION WITH PARK ROAD ON THE RIGHT, TURN
 JU2915'RIGHT AND GO SOUTH ON PARK ROAD FOR ABOUT 35 M (114.8 FT) TO THE
 JU2915'STATION ON THE LEFT, JUST SOUTH OF THE TEE INTERSECTION WITH 42ND
 JU2915'STREET.  THE STATION, STAMPED SEA ISLE NO. 1 1932, IS SET IN THE TOP
 JU2915'OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 0.2 FT (0.1 M) ABOVE THE
 JU2915'GROUND.  NO MEASUREMENTS WERE MADE TO VERIFY ITS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2927 ***********************************************************************
 JU2927  DESIGNATION -  SEA ISLE CITY SPIPE NEW
 JU2927  PID         -  JU2927
 JU2927  STATE/COUNTY-  NJ/CAPE MAY
 JU2927  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2927
 JU2927                         *CURRENT SURVEY CONTROL
 JU2927  ___________________________________________________________________
 JU2927* NAD 83(1996)-  39 09 25.74622(N)    074 41 31.89950(W)     ADJUSTED  
 JU2927* NAVD 88     -                                                        
 JU2927  ___________________________________________________________________
 JU2927  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 JU2927  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 JU2927
 JU2927  HORZ ORDER  -  THIRD
 JU2927
 JU2927.The horizontal coordinates were established by classical geodetic methods
 JU2927.and adjusted by the National Geodetic Survey in September 1999..
 JU2927
 JU2927
 JU2927.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2927
 JU2927.The geoid height was determined by GEOID03.
 JU2927
 JU2927;                    North         East     Units Scale Factor Converg.
 JU2927;SPC NJ       -    35,962.823   133,389.445   MT  0.99990340   -0 07 16.9
 JU2927;SPC NJ       -   117,988.03    437,628.54   sFT  0.99990340   -0 07 16.9
 JU2927;UTM  18      - 4,334,261.223   526,594.401   MT  0.99960871   +0 11 39.7
 JU2927
 JU2927                          SUPERSEDED SURVEY CONTROL
 JU2927
 JU2927  NAD 83(1991)-  39 09 25.72696(N)    074 41 31.89504(W) AD(       ) 4
 JU2927  NAD 83(1986)-  39 09 25.72654(N)    074 41 31.89535(W) AD(       ) 4
 JU2927  NAD 27      -  39 09 25.31600(N)    074 41 33.31700(W) AD(       ) 3
 JU2927
 JU2927.Superseded values are not recommended for survey control.
 JU2927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2927.See file dsdata.txt to determine how the superseded data were derived.
 JU2927
 JU2927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2659434261(NAD 83)
 JU2927_MARKER: 52 = STANDPIPE TANK
 JU2927
 JU2927  HISTORY     - Date     Condition        Report By
 JU2927  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2927  HISTORY     - 20060224 MARK NOT FOUND   GEOCAC
 JU2927
 JU2927                          STATION DESCRIPTION
 JU2927
 JU2927'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2927'THE STATION IS THE CENTER OF THE TOP OF A GREEN-PAINTED
 JU2927'STANDPIPE, ABOUT 120 FEET HIGH OVERALL, LOCATED AT THE NORTHEAST
 JU2927'EDGE OF SEA ISLE CITY.  THE LEGEND SEA ISLE CITY HAS BEEN
 JU2927'PAINTED IN WHITE ON THE NORTHWEST AND SOUTHEAST SIDES OF THE
 JU2927'STANDPIPE.
 JU2927
 JU2927                          STATION RECOVERY (2006)
 JU2927
 JU2927'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2927'THERE IS NO STANDPIPE AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2929 ***********************************************************************
 JU2929  DESIGNATION -  SEA ISLE CITY STANDPIPE
 JU2929  PID         -  JU2929
 JU2929  STATE/COUNTY-  NJ/CAPE MAY
 JU2929  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2929
 JU2929                         *CURRENT SURVEY CONTROL
 JU2929  ___________________________________________________________________
 JU2929* NAD 83(1996)-  39 09 26.02543(N)    074 41 31.65240(W)     ADJUSTED  
 JU2929* NAVD 88     -                                                        
 JU2929  ___________________________________________________________________
 JU2929  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 JU2929  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 JU2929
 JU2929  HORZ ORDER  -  THIRD
 JU2929
 JU2929.The horizontal coordinates were established by classical geodetic methods
 JU2929.and adjusted by the National Geodetic Survey in September 1999..
 JU2929
 JU2929
 JU2929.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2929
 JU2929.The geoid height was determined by GEOID03.
 JU2929
 JU2929;                    North         East     Units Scale Factor Converg.
 JU2929;SPC NJ       -    35,971.420   133,395.396   MT  0.99990339   -0 07 16.7
 JU2929;SPC NJ       -   118,016.23    437,648.06   sFT  0.99990339   -0 07 16.7
 JU2929;UTM  18      - 4,334,269.850   526,600.302   MT  0.99960871   +0 11 39.9
 JU2929
 JU2929                          SUPERSEDED SURVEY CONTROL
 JU2929
 JU2929  NAD 83(1991)-  39 09 26.00445(N)    074 41 31.65116(W) AD(       ) 4
 JU2929  NAD 83(1986)-  39 09 26.00466(N)    074 41 31.65108(W) AD(       ) 4
 JU2929  NAD 27      -  39 09 25.59100(N)    074 41 33.07100(W) AD(       ) 3
 JU2929
 JU2929.Superseded values are not recommended for survey control.
 JU2929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2929.See file dsdata.txt to determine how the superseded data were derived.
 JU2929
 JU2929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2660034270(NAD 83)
 JU2929_MARKER: 52 = STANDPIPE TANK
 JU2929
 JU2929  HISTORY     - Date     Condition        Report By
 JU2929  HISTORY     - 1932     FIRST OBSERVED   CGS
 JU2929  HISTORY     - 1935     GOOD             CGS
 JU2929  HISTORY     - 1950     GOOD             CGS
 JU2929  HISTORY     - 1951     GOOD             LOCSUR
 JU2929  HISTORY     - 1971     GOOD             NGS
 JU2929  HISTORY     - 20060225 MARK NOT FOUND   GEOCAC
 JU2929
 JU2929                          STATION DESCRIPTION
 JU2929
 JU2929'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RCB)
 JU2929'RECOVERED IN GOOD CONDITION.  NO DESCRIPTION WAS AVAILABLE.
 JU2929'
 JU2929'BLACK STANDPIPE, 100 FEET HIGH, AT THE INTERSECTION OF FORTIETH
 JU2929'STREET AND CENTRAL AVENUE.
 JU2929
 JU2929                          STATION RECOVERY (1950)
 JU2929
 JU2929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2929'STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 JU2929'IS ADEQUATE AND CORRECT WITH THE FOLLOWING EXCEPTION--
 JU2929'
 JU2929'THE STANDPIPE IS 125 FEET ABOVE THE GROUND.
 JU2929
 JU2929                          STATION RECOVERY (1951)
 JU2929
 JU2929'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1951 (LAH)
 JU2929'STATION RECOVERED BY THE NEW JERSEY DIVISION OF SHELL FISHERIES.
 JU2929'
 JU2929'STATION IS A BLACK STANDPIPE, 125 FT. HIGH, ON THE E SIDE OF THE
 JU2929'INTERSECTION OF 40TH STREET AND CENTRAL AVENUE.
 JU2929
 JU2929                          STATION RECOVERY (1971)
 JU2929
 JU2929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU2929'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JU2929'
 JU2929'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2929'IN SEA ISLE CITY.
 JU2929
 JU2929                          STATION RECOVERY (2006)
 JU2929
 JU2929'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2929'THERE IS NO STANDPIPE AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0406 ***********************************************************************
 JU0406  DESIGNATION -  SEA ISLE RM 1
 JU0406  PID         -  JU0406
 JU0406  STATE/COUNTY-  NJ/CAPE MAY
 JU0406  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0406
 JU0406                         *CURRENT SURVEY CONTROL
 JU0406  ___________________________________________________________________
 JU0406* NAD 83(1986)-  39 09 21.     (N)    074 41 42.     (W)     SCALED    
 JU0406* NAVD 88     -         1.664  (meters)       5.46   (feet)  ADJUSTED  
 JU0406  ___________________________________________________________________
 JU0406  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 JU0406  DYNAMIC HT  -           1.663 (meters)       5.46  (feet)  COMP
 JU0406  MODELED GRAV-     980,075.4   (mgal)                       NAVD 88
 JU0406
 JU0406  VERT ORDER  -  FIRST     CLASS II
 JU0406
 JU0406.The horizontal coordinates were scaled from a topographic map and have
 JU0406.an estimated accuracy of +/- 6 seconds.
 JU0406
 JU0406.The orthometric height was determined by differential leveling
 JU0406.and adjusted by the National Geodetic Survey in March 2001..
 JU0406.No vertical observational check was made to the station.
 JU0406
 JU0406.The geoid height was determined by GEOID03.
 JU0406
 JU0406.The dynamic height is computed by dividing the NAVD 88
 JU0406.geopotential number by the normal gravity value computed on the
 JU0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0406.degrees latitude (g = 980.6199 gals.).
 JU0406
 JU0406.The modeled gravity was interpolated from observed gravity values.
 JU0406
 JU0406;                    North         East    Units  Estimated Accuracy
 JU0406;SPC NJ       -    35,820.      133,150.      MT  (+/- 180 meters Scaled)
 JU0406
 JU0406                          SUPERSEDED SURVEY CONTROL
 JU0406
 JU0406  NAVD 88 (06/15/91)    1.685  (m)            5.53   (f) UNKNOWN     1 2
 JU0406  NGVD 29 (04/16/92)    2.071  (m)            6.79   (f) ADJUSTED    1 2
 JU0406
 JU0406.Superseded values are not recommended for survey control.
 JU0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0406.See file dsdata.txt to determine how the superseded data were derived.
 JU0406
 JU0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ263341(NAD 83)
 JU0406_MARKER: DR = REFERENCE MARK DISK
 JU0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0406_STAMPING: SEA ISLE NO 1 1932
 JU0406_MARK LOGO: CGS   
 JU0406_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0406+STABILITY: SURFACE MOTION
 JU0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0406+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2006
 JU0406
 JU0406  HISTORY     - Date     Condition        Report By
 JU0406  HISTORY     - 1932     MONUMENTED       CGS
 JU0406  HISTORY     - 1961     GOOD             CGS
 JU0406  HISTORY     - 1971     GOOD             NGS
 JU0406  HISTORY     - 1979     GOOD             NGS
 JU0406  HISTORY     - 19960923 GOOD             NJGS
 JU0406  HISTORY     - 20060224 GOOD             GEOCAC
 JU0406
 JU0406                          STATION DESCRIPTION
 JU0406
 JU0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0406'AT SEA ISLE CITY.
 JU0406'28 FEET SOUTHWEST OF THE CENTER LINE OF 42ND STREET, 27 FEET
 JU0406'SOUTHEAST OF THE CENTER LINE OF PARK ROAD, 17 FEET NORTHEAST
 JU0406'OF A FIRE HYDRANT AND 2.5 FEET SOUTHEAST OF POWER LINE POLE NO.
 JU0406'09216.  SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JU0406
 JU0406                          STATION RECOVERY (1971)
 JU0406
 JU0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JU0406'RECOVERED IN GOOD CONDITION.
 JU0406
 JU0406                          STATION RECOVERY (1979)
 JU0406
 JU0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0406'RECOVERED IN GOOD CONDITION.
 JU0406
 JU0406                          STATION RECOVERY (1996)
 JU0406
 JU0406'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU0406'RECOVERED AS DESCRIBED.
 JU0406
 JU0406                          STATION RECOVERY (2006)
 JU0406
 JU0406'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0406'THE REFERENCE MARK IS ABOUT 4.5 FEET SOUTH OF UTILITY POLE 919-5 AND
 JU0406'FLUSH WITH THE SURFACE OF THE SIDEWALK.  HANDHELD COORDINATES ARE
 JU0406'N39-09-22.74 W074-41-42.66.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0405 ***********************************************************************
 JU0405  DESIGNATION -  SEA ISLE RM 2
 JU0405  PID         -  JU0405
 JU0405  STATE/COUNTY-  NJ/CAPE MAY
 JU0405  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0405
 JU0405                         *CURRENT SURVEY CONTROL
 JU0405  ___________________________________________________________________
 JU0405* NAD 83(1986)-  39 09 15.     (N)    074 41 50.     (W)     SCALED    
 JU0405* NAVD 88     -         1.345  (meters)       4.41   (feet)  ADJUSTED  
 JU0405  ___________________________________________________________________
 JU0405  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 JU0405  DYNAMIC HT  -           1.344 (meters)       4.41  (feet)  COMP
 JU0405  MODELED GRAV-     980,075.2   (mgal)                       NAVD 88
 JU0405
 JU0405  VERT ORDER  -  FIRST     CLASS II
 JU0405
 JU0405.The horizontal coordinates were scaled from a topographic map and have
 JU0405.an estimated accuracy of +/- 6 seconds.
 JU0405
 JU0405.The orthometric height was determined by differential leveling
 JU0405.and adjusted by the National Geodetic Survey in June 1991..
 JU0405
 JU0405.The geoid height was determined by GEOID03.
 JU0405
 JU0405.The dynamic height is computed by dividing the NAVD 88
 JU0405.geopotential number by the normal gravity value computed on the
 JU0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0405.degrees latitude (g = 980.6199 gals.).
 JU0405
 JU0405.The modeled gravity was interpolated from observed gravity values.
 JU0405
 JU0405;                    North         East    Units  Estimated Accuracy
 JU0405;SPC NJ       -    35,630.      132,950.      MT  (+/- 180 meters Scaled)
 JU0405
 JU0405                          SUPERSEDED SURVEY CONTROL
 JU0405
 JU0405  NGVD 29 (04/16/92)    1.731  (m)            5.68   (f) ADJUSTED    1 2
 JU0405
 JU0405.Superseded values are not recommended for survey control.
 JU0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0405.See file dsdata.txt to determine how the superseded data were derived.
 JU0405
 JU0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ261339(NAD 83)
 JU0405_MARKER: DR = REFERENCE MARK DISK
 JU0405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0405_SP_SET: CURB
 JU0405_STAMPING: SEA ISLE NO 2 1932
 JU0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0405
 JU0405  HISTORY     - Date     Condition        Report By
 JU0405  HISTORY     - 1932     MONUMENTED       CGS
 JU0405  HISTORY     - 1961     GOOD             CGS
 JU0405  HISTORY     - 1971     GOOD             NGS
 JU0405  HISTORY     - 1979     GOOD             NGS
 JU0405  HISTORY     - 20060224 MARK NOT FOUND   GEOCAC
 JU0405
 JU0405                          STATION DESCRIPTION
 JU0405
 JU0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0405'AT SEA ISLE CITY.
 JU0405'15.6 FEET SOUTHEAST OF THE SOUTHEAST CURB OF PARK ROAD AND SET
 JU0405'IN A DRILL HOLE IN THE SOUTHWEST CURB OF 45TH STREET, AT THE
 JU0405'NORTH CORNER OF THE SCHOOL YARD LEVEL WITH THE SIDEWALK.
 JU0405
 JU0405                          STATION RECOVERY (1971)
 JU0405
 JU0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JU0405'RECOVERED IN GOOD CONDITION.
 JU0405
 JU0405                          STATION RECOVERY (1979)
 JU0405
 JU0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0405'RECOVERED IN GOOD CONDITION.
 JU0405
 JU0405                          STATION RECOVERY (2006)
 JU0405
 JU0405'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2916 ***********************************************************************
 JU2916  DESIGNATION -  SEA ISLE RM 4
 JU2916  PID         -  JU2916
 JU2916  STATE/COUNTY-  NJ/CAPE MAY
 JU2916  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2916
 JU2916                         *CURRENT SURVEY CONTROL
 JU2916  ___________________________________________________________________
 JU2916* NAD 83(1996)-  39 09 14.89227(N)    074 41 49.10301(W)     ADJUSTED  
 JU2916* NAVD 88     -         0.8    (meters)       3.     (feet)  VERTCON   
 JU2916  ___________________________________________________________________
 JU2916  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 JU2916  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 JU2916
 JU2916  HORZ ORDER  -  SECOND
 JU2916
 JU2916.The horizontal coordinates were established by classical geodetic methods
 JU2916.and adjusted by the National Geodetic Survey in September 1999..
 JU2916
 JU2916.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2916
 JU2916.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2916
 JU2916.The geoid height was determined by GEOID03.
 JU2916
 JU2916;                    North         East     Units Scale Factor Converg.
 JU2916;SPC NJ       -    35,629.022   132,975.711   MT  0.99990357   -0 07 27.7
 JU2916;SPC NJ       -   116,892.88    436,271.15   sFT  0.99990357   -0 07 27.7
 JU2916;UTM  18      - 4,333,925.247   526,182.633   MT  0.99960844   +0 11 28.8
 JU2916
 JU2916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2916!SPC NJ       -   1.00000536  x   0.99990357  =   0.99990893
 JU2916!UTM  18      -   1.00000536  x   0.99960844  =   0.99961380
 JU2916
 JU2916|---------------------------------------------------------------------|
 JU2916| PID    Reference Object                     Distance      Geod. Az  |
 JU2916|                                                           dddmmss.s |
 JU2916| CB2991 SEA ISLE RM 1 AZIMUTH                              03228     |
 JU2916| JU0405 SEA ISLE RM 2                        33.025 METERS 03438     |
 JU2916| JU0399 WHALE                               APPROX. 3.1 KM 0363920.2 |
 JU2916| JU2927 SEA ISLE CITY SPIPE NEW             APPROX. 0.5 KM 0505844.8 |
 JU2916| JU2911 LUDLAM BCH LIGHT NEW                APPROX. 1.4 KM 0522409.6 |
 JU2916| JU2915 SEA ISLE                             21.073 METERS 33054     |
 JU2916|---------------------------------------------------------------------|
 JU2916
 JU2916                          SUPERSEDED SURVEY CONTROL
 JU2916
 JU2916  NAD 83(1991)-  39 09 14.87086(N)    074 41 49.10235(W) AD(       ) 2
 JU2916  NAD 83(1986)-  39 09 14.87075(N)    074 41 49.10224(W) AD(       ) 2
 JU2916  NAD 27      -  39 09 14.45930(N)    074 41 50.52320(W) AD(       ) 2
 JU2916  NGVD 29 (07/19/86)    1.2    (m)            4.     (f) VERT ANG       
 JU2916
 JU2916.Superseded values are not recommended for survey control.
 JU2916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2916.See file dsdata.txt to determine how the superseded data were derived.
 JU2916
 JU2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2618333925(NAD 83)
 JU2916_MARKER: DR = REFERENCE MARK DISK
 JU2916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2916_SP_SET: CONCRETE POST
 JU2916_STAMPING: SEA ISLE NO 4 1932
 JU2916_MARK LOGO: CGS   
 JU2916_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2916+STABILITY: SURFACE MOTION
 JU2916
 JU2916  HISTORY     - Date     Condition        Report By
 JU2916  HISTORY     - 1962     MONUMENTED       CGS
 JU2916  HISTORY     - 1962     GOOD             CGS
 JU2916  HISTORY     - 19921023 SEE DESCRIPTION  NJGS
 JU2916
 JU2916                          STATION DESCRIPTION
 JU2916
 JU2916'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JU2916'STATION MARK IS IN THE WEST EDGE OF THE
 JU2916'SEA ISLE CITY SCHOOL PLAYGROUND.  IT IS 122 FEET SOUTHWEST
 JU2916'OF THE CENTERLINE OF 45TH STREET, 33 FEET SOUTHEAST OF THE
 JU2916'CENTERLINE OF PARK ROAD, 23 FEET SOUTH OF A WATER FOUNTAIN,
 JU2916'23 FEET SOUTH OF A WITNESS POST, AND 12 FEET SOUTHEAST OF THE
 JU2916'EAST CURB OF PARK ROAD.  THE MONUMENT IS FLUSH AND THE DISK
 JU2916'IS STAMPED SEA ISLE NO 4 1932.
 JU2916
 JU2916                          STATION RECOVERY (1962)
 JU2916
 JU2916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 JU2916'RECOVERED IN GOOD CONDITION.
 JU2916
 JU2916                          STATION RECOVERY (1992)
 JU2916
 JU2916'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 JU2916'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU2916'SEARCH BY A ONE MAN PARTY.  THE SCHOOL PLAYGROUND MENTIONED IN THE
 JU2916'ORIGINAL DESCRIPTION IS NO LONGER THERE AND THE AREA IS NOW A PART OF
 JU2916'AN ADDITION TO THE SCHOOL BUILDING.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5217 ***********************************************************************
 AI5217  DESIGNATION -  SEA WALL
 AI5217  PID         -  AI5217
 AI5217  STATE/COUNTY-  NJ/MONMOUTH
 AI5217  USGS QUAD   -  SANDY HOOK (1981)
 AI5217
 AI5217                         *CURRENT SURVEY CONTROL
 AI5217  ___________________________________________________________________
 AI5217* NAD 83(1996)-  40 22 49.63122(N)    073 58 27.33887(W)     ADJUSTED  
 AI5217* NAVD 88     -         5.8    (meters)      19.     (feet)  VERTCON   
 AI5217  ___________________________________________________________________
 AI5217  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 AI5217  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 AI5217
 AI5217  HORZ ORDER  -  THIRD
 AI5217
 AI5217.The horizontal coordinates were established by classical geodetic methods
 AI5217.and adjusted by the National Geodetic Survey in May 2000..
 AI5217
 AI5217.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI5217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI5217
 AI5217.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5217
 AI5217.The geoid height was determined by GEOID03.
 AI5217
 AI5217;                    North         East     Units Scale Factor Converg.
 AI5217;SPC NJ       -   171,887.736   194,640.386   MT  0.99992452   +0 20 26.2
 AI5217;SPC NJ       -   563,935.01    638,582.67   sFT  0.99992452   +0 20 26.2
 AI5217;UTM  18      - 4,470,490.146   587,069.689   MT  0.99969332   +0 39 52.5
 AI5217
 AI5217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5217!SPC NJ       -   1.00000421  x   0.99992452  =   0.99992873
 AI5217!UTM  18      -   1.00000421  x   0.99969332  =   0.99969753
 AI5217
 AI5217                          SUPERSEDED SURVEY CONTROL
 AI5217
 AI5217  NGVD 29 (05/18/00)    6.1    (m)           20.     (f) VERT ANG       
 AI5217
 AI5217.Superseded values are not recommended for survey control.
 AI5217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5217.See file dsdata.txt to determine how the superseded data were derived.
 AI5217
 AI5217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8707070490(NAD 83)
 AI5217_MARKER: DD = SURVEY DISK
 AI5217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5217+STABILITY: SURFACE MOTION
 AI5217
 AI5217  HISTORY     - Date     Condition        Report By
 AI5217  HISTORY     - 1988     MONUMENTED       NOSAMC
 AI5217
 AI5217                          STATION DESCRIPTION
 AI5217
 AI5217'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5217'THE STATION IS LOCATED IN THE AREA KNOWN AS NORMANDIE. JUST SOUTH OF
 AI5217'NAVESINK BEACH ON THE STONE AND CONCRETE SEAWALL, EAST OF OCEAN AVENUE
 AI5217'AND ABOUT MIDWAY BETWEEN THE EXTENDED CENTERLINES OF WILLOW WAY ON THE
 AI5217'SOUTH AND ATLANTIC WAYTO THE NORTH. IT IS A STANDARD NOS BRONZE DISK
 AI5217'STAMPED---SEA WALL 1988---, CEMENTED IN A DRILL HOLE IN A PARTIALLY
 AI5217'EXPOSED BOULDER FLUSH WITH THE TOP OF THE SEAWALL. IT IS-- 29.00 M
 AI5217'(95.144 FT.) E OF THE CENTER LINE OCEAN AVE. 14.95 M (49.048 FT.) S OF
 AI5217'THE EXT CL OF ATLANTIC WAY. 37.03 M (121.489 FT.) N OF THE EXT CL OF
 AI5217'WILLOW WAY. 20.00 M (65.617 FT.) SE OF THE POWER POLE NO.
 AI5217'65AMPJC201SBR WITH A WITNESS SIGN ATTACHED TO THE SOUTH FARING OF THE
 AI5217'POLE. AND 40 M (120 FT.) WEST OF THE APPARENT HWL. AND JUST ABOVE AN
 AI5217'ORANGE BLAZE IN WEST SIDE OF SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2798 ***********************************************************************
 KU2798  DESIGNATION -  SEABRIGHT
 KU2798  PID         -  KU2798
 KU2798  STATE/COUNTY-  NJ/MONMOUTH
 KU2798  USGS QUAD   -  SANDY HOOK (1981)
 KU2798
 KU2798                         *CURRENT SURVEY CONTROL
 KU2798  ___________________________________________________________________
 KU2798* NAD 83(1996)-  40 22 37.53645(N)    073 58 28.24745(W)     ADJUSTED  
 KU2798* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KU2798  ___________________________________________________________________
 KU2798  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 KU2798  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KU2798
 KU2798  HORZ ORDER  -  SECOND
 KU2798
 KU2798.The horizontal coordinates were established by classical geodetic methods
 KU2798.and adjusted by the National Geodetic Survey in September 1999..
 KU2798
 KU2798.The orthometric height was scaled from a topographic map.
 KU2798
 KU2798.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2798
 KU2798.The geoid height was determined by GEOID03.
 KU2798
 KU2798;                    North         East     Units Scale Factor Converg.
 KU2798;SPC NJ       -   171,514.581   194,621.172   MT  0.99992450   +0 20 25.5
 KU2798;SPC NJ       -   562,710.75    638,519.63   sFT  0.99992450   +0 20 25.5
 KU2798;UTM  18      - 4,470,116.974   587,052.589   MT  0.99969328   +0 39 51.7
 KU2798
 KU2798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2798!SPC NJ       -   1.00000516  x   0.99992450  =   0.99992966
 KU2798!UTM  18      -   1.00000516  x   0.99969328  =   0.99969844
 KU2798
 KU2798|---------------------------------------------------------------------|
 KU2798| PID    Reference Object                     Distance      Geod. Az  |
 KU2798|                                                           dddmmss.s |
 KU2798| CB7368 SEABRIGHT RM 1                       15.094 METERS 09105     |
 KU2798| CB7369 SEABRIGHT RM 2                       28.742 METERS 17033     |
 KU2798| KV5058 TAILOR                              APPROX. 3.4 KM 2524747.4 |
 KU2798|---------------------------------------------------------------------|
 KU2798
 KU2798                          SUPERSEDED SURVEY CONTROL
 KU2798
 KU2798  NAD 83(1986)-  40 22 37.53723(N)    073 58 28.24578(W) AD(       ) 2
 KU2798  NAD 27      -  40 22 37.14500(N)    073 58 29.75600(W) AD(       ) 2
 KU2798
 KU2798.Superseded values are not recommended for survey control.
 KU2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2798.See file dsdata.txt to determine how the superseded data were derived.
 KU2798
 KU2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8705370117(NAD 83)
 KU2798_MARKER: DS = TRIANGULATION STATION DISK
 KU2798_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KU2798_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU2798
 KU2798  HISTORY     - Date     Condition        Report By
 KU2798  HISTORY     - 1934     MONUMENTED       CGS
 KU2798  HISTORY     - 1962     MARK NOT FOUND   CGS
 KU2798  HISTORY     - 19920611 MARK NOT FOUND   USPSQD
 KU2798
 KU2798                          STATION DESCRIPTION
 KU2798
 KU2798'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KU2798'STATION IS CENTER OF FLAGPOLE OF SEA BRIGHT LIFE SAVING STATION AT
 KU2798'POINT WHERE IT JOINS THE FLAG TOWER.  LOCATED 1.2 MILES N OF
 KU2798'HIGHLANDS HIGHWAY BRIDGE ON OCEAN AVENUE AT SEA BRIGHT LIFE
 KU2798'SAVING STATION.
 KU2798'
 KU2798'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 KU2798'REFERENCE MARKS NO.1 AND 2 ARE STANDARD
 KU2798'BRONZE DISKS SET IN CONCRETE.
 KU2798'
 KU2798'REFERENCE MARK NO.1 IS E OF THE STATION AND ACROSS OCEAN
 KU2798'AVENUE AT THE CURB LINE.
 KU2798'
 KU2798'REFERENCE MARK NO.2 IS S OF THE STATION IN THE SE OF THE
 KU2798'LIFE SAVING STATION ON THE FENCE LINE.
 KU2798'
 KU2798'TOP OF FLAGPOLE 85 FEET.
 KU2798'
 KU2798'REACHED VIA OCEAN AVENUE DIRECT TO STATION.
 KU2798
 KU2798                          STATION RECOVERY (1962)
 KU2798
 KU2798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2798'NOT RECOVERED.  THE FLAG TOWER IS GONE AND IT IS SAID BY
 KU2798'NEIGHBORS THAT THE FOOTINGS WERE REMOVED WHILE DIGGING A CESS
 KU2798'POOL.  NONE OF THE MARKS WERE FOUND.
 KU2798
 KU2798                          STATION RECOVERY (1992)
 KU2798
 KU2798'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2599 ***********************************************************************
 JU2599  DESIGNATION -  SEASIDE HEIGHTS
 JU2599  PID         -  JU2599
 JU2599  STATE/COUNTY-  NJ/OCEAN
 JU2599  USGS QUAD   -  SEASIDE PARK (1989)
 JU2599
 JU2599                         *CURRENT SURVEY CONTROL
 JU2599  ___________________________________________________________________
 JU2599* NAD 83(1996)-  39 56 36.83712(N)    074 04 40.71383(W)     ADJUSTED  
 JU2599* NAVD 88     -         4.0    (meters)      13.     (feet)  VERTCON   
 JU2599  ___________________________________________________________________
 JU2599  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 JU2599  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU2599
 JU2599  HORZ ORDER  -  SECOND
 JU2599
 JU2599.The horizontal coordinates were established by classical geodetic methods
 JU2599.and adjusted by the National Geodetic Survey in September 1999..
 JU2599
 JU2599.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2599
 JU2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2599
 JU2599.The geoid height was determined by GEOID03.
 JU2599
 JU2599;                    North         East     Units Scale Factor Converg.
 JU2599;SPC NJ       -   123,334.197   186,064.353   MT  0.99991601   +0 16 15.4
 JU2599;SPC NJ       -   404,638.94    610,446.13   sFT  0.99991601   +0 16 15.4
 JU2599;UTM  18      - 4,421,900.545   578,769.043   MT  0.99967638   +0 35 31.2
 JU2599
 JU2599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2599!SPC NJ       -   1.00000456  x   0.99991601  =   0.99992057
 JU2599!UTM  18      -   1.00000456  x   0.99967638  =   0.99968094
 JU2599
 JU2599|---------------------------------------------------------------------|
 JU2599| PID    Reference Object                     Distance      Geod. Az  |
 JU2599|                                                           dddmmss.s |
 JU2599| CB2993 SEASIDE HEIGHTS RM 1                 17.980 METERS 00543     |
 JU2599| JU2587 LAVALLETTE STANDPIPE                APPROX. 2.9 KM 0111543.1 |
 JU2599| CB2994 SEASIDE HEIGHTS RM 2 AZIMUTH         17.983 METERS 08305     |
 JU2599| JU2600 SEASIDE HEIGHTS STANDPIPE            33.826 METERS 09431     |
 JU2599| CB2995 SEASIDE HEIGHTS RM 3                 14.893 METERS 10057     |
 JU2599| JU2605 TOMS RIVER COAST GUARD FLAGTWR      APPROX. 1.0 KM 1542729.2 |
 JU2599| JU2606 TOMS RIVER COAST GUARD CUPOLA       APPROX. 1.0 KM 1551354.2 |
 JU2599| JU2604 SEASIDE PARK NEW WATER TANK         APPROX. 0.9 KM 1812400.0 |
 JU2599| JU2610 WRIGHTS LIGHT CUPOLA                APPROX. 4.2 KM 2475019.1 |
 JU2599| JU2658 ISLAND HEIGHTS STANDPIPE            APPROX. 5.9 KM 2692241.2 |
 JU2599| JU2598 SEASIDE HEIGHTS WATER TANK           56.461 METERS 28743     |
 JU2599| JU2595 BARNEGAT WATERWAY LIGHT 43          APPROX. 2.1 KM 2955606.4 |
 JU2599| JU2594 LIGHT STAND E                       APPROX. 2.6 KM 3021702.2 |
 JU2599| JU2592 LIGHT STAND D                       APPROX. 2.7 KM 3092418.7 |
 JU2599| JU2590 LIGHT STAND C                       APPROX. 3.4 KM 3244734.8 |
 JU2599|---------------------------------------------------------------------|
 JU2599
 JU2599                          SUPERSEDED SURVEY CONTROL
 JU2599
 JU2599  NAD 83(1986)-  39 56 36.83206(N)    074 04 40.70869(W) AD(       ) 2
 JU2599  NAD 27      -  39 56 36.40040(N)    074 04 42.22190(W) AD(       ) 2
 JU2599  NGVD 29 (07/19/86)    4.4    (m)           14.     (f) VERT ANG       
 JU2599
 JU2599.Superseded values are not recommended for survey control.
 JU2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2599.See file dsdata.txt to determine how the superseded data were derived.
 JU2599
 JU2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7876921901(NAD 83)
 JU2599_MARKER: DS = TRIANGULATION STATION DISK
 JU2599_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JU2599_SP_SET: SLUDGE TANK
 JU2599_STAMPING: SEASIDE HEIGHTS 1932
 JU2599_MARK LOGO: CGS   
 JU2599_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2599_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2599+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1990
 JU2599
 JU2599  HISTORY     - Date     Condition        Report By
 JU2599  HISTORY     - 1932     MONUMENTED       CGS
 JU2599  HISTORY     - 1932     GOOD             CGS
 JU2599  HISTORY     - 1935     GOOD             LOCSUR
 JU2599  HISTORY     - 1935     GOOD             CGS
 JU2599  HISTORY     - 1962     GOOD             CGS
 JU2599  HISTORY     - 1962     GOOD             CGS
 JU2599  HISTORY     - 1967     GOOD             CGS
 JU2599  HISTORY     - 1984     GOOD             USPSQD
 JU2599  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU2599  HISTORY     - 19900807 SEE DESCRIPTION  NJGS
 JU2599
 JU2599                          STATION DESCRIPTION
 JU2599
 JU2599'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2599'STATION IS IN THE TOWN OF SEASIDE HEIGHTS ON ROUTE 37, TURN N
 JU2599'FROM ROUTE 37 AT THE E END OF THE BRIDGE TO TOMS RIVER AND
 JU2599'FOLLOW AROUND WATERS EDGE TO SEASIDE HEIGHTS STANDPIPE.  THE
 JU2599'STATION IS ON TOP OF CONCRETE SLUDGE TANK 30 FEET W OF THE
 JU2599'STANDPIPE.  IT IS ON THE EXTREME SW CORNER OF TANK, 1.53 FEET E
 JU2599'FROM INSIDE W COPING AND 2.24 FEET N OF INSIDE OF S COPING.
 JU2599'
 JU2599'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 JU2599'SET IN CONCRETE AS DESCRIBED.
 JU2599'
 JU2599'REFERENCE MARK NO.2 IS IN THE NW CORNER OF THE SLUDGE TANK COPING
 JU2599'AND 33.74 FEET W OF PUMP HOUSE AND 0.9 FOOT S OF THE N EDGE OF
 JU2599'COPING AND 0.9 FOOT E OF THE W EDGE OF COPING AND 59 FEET N OF
 JU2599'THE STATION.  REFERENCE MARK NO. 3 IS 46.86 FEET E OF THE
 JU2599'STATION, 0.8 FOOT FROM SW CORNER OF S CONCRETE BUILDING OF
 JU2599'SLUDGE TANK WHICH IS IN LINE FROM STATION TO STANDPIPE.
 JU2599'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN THE SIDEWALK AT THE
 JU2599'SE CORNER OF THE INTERSECTION OF SHERIDAN AVENUE AND ROUTE 37.
 JU2599'IT IS 1.4 FEET S OF THE INNER SIDE OF THE SIDEWALK ON SHERIDAN
 JU2599'AVENUE AND 0.6 FOOT W OF THE INNER SIDE OF THE SIDEWALK ON
 JU2599'ROUTE 37.  IT IS ON THE SAME CORNER AS THE SEASIDE INN.
 JU2599'
 JU2599'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 JU2599
 JU2599                          STATION RECOVERY (1932)
 JU2599
 JU2599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 JU2599'RECOVERED IN GOOD CONDITION.
 JU2599
 JU2599                          STATION RECOVERY (1935)
 JU2599
 JU2599'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1935
 JU2599'RECOVERED BY NJ RIPARIAN S.
 JU2599'
 JU2599'THERE APPEARS TO BE A TRANSPOSITION IN THE DESCRIPTIONS OF
 JU2599'REFERENCE MARKS NO.1 AND 2.
 JU2599'
 JU2599'AS FOUND IN THE FIELD REFERENCE MARK NO.1 IS AT THE NW CORNER
 JU2599'OF SLUDGE TANK T.B. N 5 DEG 42 MIN 40 SEC E, 59 FEET FROM
 JU2599'TRIANGULATION STATION.  REFERENCE MARK NO.2 IS IN THE SIDEWALK
 JU2599'AT THE SE CORNER OF SHERIDAN AVENUE AND ROUTE 37, NEW JERSEY
 JU2599'STATE HIGHWAY, 1/4 MILE FROM TRIANGULATION STATION, BEARING
 JU2599'N 83 DEG 5 MIN 18 SEC E.
 JU2599'
 JU2599'DATA FURNISHED GAVE DESCRIPTIONS AND DISTANCES TRANSPOSED, BUT
 JU2599'CORRECT BEARING.
 JU2599
 JU2599                          STATION RECOVERY (1935)
 JU2599
 JU2599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2599'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE ORIGINAL
 JU2599'DESCRIPTION IS ADEQUATE EXCEPT THAT THE FOLLOWING CORRECTIONS
 JU2599'SHOULD APPLY.
 JU2599'
 JU2599'IN THE BODY OF THE DESCRIPTION R.M.NO.1 SHOULD BE CALLED R.M.NO.2
 JU2599'
 JU2599'IN THE BODY OF THE DESCRIPTION R.M.NO.2 SHOULD BE CALLED R.M.NO.1
 JU2599'
 JU2599'IN THE BODY OF THE DESCRIPTION R.M.NO.3 SHOULD BE 48.86 FEET,
 JU2599'INSTEAD OF 46.86 FEET (MY COPY OF DESCRIPTION IS INDISTINCT).
 JU2599'
 JU2599'IN THE LIST OF DISTANCES AND DIRECTIONS TO REFERENCE MARKS THE
 JU2599'DISTANCE TO REFERENCE MARK NO.1 IS 59.00 FEET INSTEAD OF
 JU2599'ONE-QUARTER MILE.  THE DISTANCE TO REFERENCE MARK NO.2 IS
 JU2599'ONE-QUARTER MILE INSTEAD OF 59.00 FEET.
 JU2599
 JU2599                          STATION RECOVERY (1962)
 JU2599
 JU2599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2599'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JU2599'
 JU2599'THE SIDEWALK AT THE CORNER OF BOULEVARD AND SHERIDAN AVE. HAS
 JU2599'BEEN ALTERED, BUT THE MARK WAS NOT DISTURBED (RM 2, AZIMUTH
 JU2599'MARK).  IT IS NOW 17 FEET EAST OF AN IRON CATCHBASIN AT THE
 JU2599'CURB ON BOULEVARD AND 9.2 FEET SOUTH OF THE EDGE OF THE CURB ON
 JU2599'SHERIDAN AVENUE.
 JU2599
 JU2599                          STATION RECOVERY (1962)
 JU2599
 JU2599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2599'THE STATION, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD
 JU2599'CONDITION.  REFERENCE MARK 2 IS NOT VISIBLE TO THE STATION DUE
 JU2599'TO BUILDING ON LINE.  THE 1935 DISTANCE AND DIRECTION WERE
 JU2599'USED.  OBSERVATIONS HAD TO BE MADE FROM AN ECCENTRIC POINT TO
 JU2599'SEE STATIONS SEASIDE PARK 1932, BARNE AND LAVELETTE 1932.  THE
 JU2599'DISTANCES TO REFERENCE MARKS 1 AND 3 CHECKED.  THE DIRECTION
 JU2599'BETWEEN REFERENCE MARKS 1 AND 3 WAS FOUND TO BE 1 MINUTE AND 26
 JU2599'SECONDS HIGHER VALUE THAN WHEN PREVIOUSLY MEASURED.
 JU2599'
 JU2599'THE 1935 DESCRIPTION IS ADEQUATE.
 JU2599'
 JU2599'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU2599
 JU2599                          STATION RECOVERY (1967)
 JU2599
 JU2599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GMW)
 JU2599'THE STATION MARK, AND REFERENCE MARKS NO. 1, NO. 2 AND NO. 3
 JU2599'WERE RECOVERED IN GOOD CONDITION.
 JU2599'
 JU2599'A COMPLETE DESCRIPTION FOLLOWS--
 JU2599'
 JU2599'THE STATION IS IN THE TOWN OF SEASIDE HEIGHTS IN A FENCED IN
 JU2599'BLOCK BORDERED ON THE EAST BY BARNEGAT AVENUE, ON THE WEST BY
 JU2599'BAY VIEW AVENUE, ON THE NORTH BY GRANT AVENUE WHICH CONTAINS THE
 JU2599'CITY SEWER AND WATER PLANT.
 JU2599'
 JU2599'TO REACH UPON APPROACHING THE JUNCTION OF STATE HIGHWAYS 35 AND
 JU2599'37 FROM THE WEST TAKE THE FIRST RIGHT TURN IN THE CLOVERLEAF AND
 JU2599'FOLLOW TO CENTRAL AVENUE.  PROCEED NORTH ON CENTRAL AVENUE FOR
 JU2599'ABOUT 1/4 MILE AND TURN LEFT ON GRANT AVENUE FOR TWO BLOCKS TO
 JU2599'BARNEGAT AVENUE, THE STATION IS NORTHEAST OF THE INTERSECTION.
 JU2599'
 JU2599'THE STATION IS A STANDARD TRIANGULATION DISK, STAMPED SEASIDE
 JU2599'HEIGHTS, 1932, SET FLUSH IN A DRILL HOLE IN THE SOUTHWEST CORNER
 JU2599'OF A SLUDGE TANK ROOF.  IT IS ABOUT 200 FEET EAST OF THE SEASIDE
 JU2599'HEIGHTS NEW WATER TANK, 57 FEET WEST OF THE SEASIDE HEIGHTS
 JU2599'STANDPIPE, 1.5 FEET EAST FROM THE INSIDE OF THE WEST COPING, 2.2
 JU2599'FEET NORTH OF THE INSIDE OF THE SOUTH COPING, AND 8 FEET ABOVE
 JU2599'THE GROUND.
 JU2599'
 JU2599'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED NO. 1, 1932
 JU2599'AND SET IN THE NORTHWEST CORNER OF THE SAME SLUDGE TANK, 0.9
 JU2599'FEET EAST OF THE WEST EDGE OF COPING AND 0.9 FEET SOUTH OF THE
 JU2599'NORTH EDGE OF COPING.  IT IS 3.3 FEET WEST OF THE WEST SIDE OF
 JU2599'A PUMP HOUSE AND ABOUT 60 FEET SOUTH OF THE CENTERLINE OF
 JU2599'SHERMAN AVENUE.
 JU2599'
 JU2599'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS A STANDARD REFERENCE
 JU2599'MARK DISK STAMPED NO. 2, 1932, SET FLUSH IN A CONCRETE SIDEWALK
 JU2599'AT THE CORNER OF BOULEVARD AND SHERMAN AVENUE.  IT IS 17 FEET EAST
 JU2599'OF AN IRON CATCHBASIN AND 9.2 FEET SOUTH OF THE SOUTH EDGE OF
 JU2599'THE CURB ON SHERMAN AVENUE.  IT IS ABOUT 1/4 MILE NORTHEAST
 JU2599'OF THE STATION.  NOT VISIBLE FROM THE STATION.
 JU2599'
 JU2599'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED NO. 3, 1932,
 JU2599'SET FLUSH IN THE SOUTHEAST CORNER OF THE SAME SLUDGE TANK 0.8
 JU2599'FEET FROM THE SOUTH EDGE AND 0.9 FEET FROM THE EAST EDGE OF THE
 JU2599'COPING.  IT IS 114 FEET SOUTH OF THE CENTERLINE OF SHERMAN
 JU2599'AVENUE.
 JU2599'
 JU2599'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2599'IN DOWNTOWN SEASIDE HEIGHTS.
 JU2599
 JU2599                          STATION RECOVERY (1984)
 JU2599
 JU2599'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 JU2599'THE STATION AND RM 3 WERE RECOVERED IN GOOD CONDITION.  RM 1 WAS
 JU2599'RECOVERED IN POOR CONDITION.  IT ALMOST LOOKS AS IF SOMEONE HAS
 JU2599'FIBRECLASSED IT.  THERE ARE SEVERAL OLD SLUDGE TANKS ON THE
 JU2599'PROPERTY.  THE TANK WHERE THE STATION AND RMS 1 AND 3 WERE FOUND
 JU2599'IS THE EASTERN MOST TANK AND IS A SQUARE TANK RATHER THAN ROUND.
 JU2599'THE BOULEVARD HAS BEEN WIDENED AND RM 2 IS EITHER BURIED UNDER
 JU2599'THE BOULEVARD OR DESTROYED.
 JU2599
 JU2599                          STATION RECOVERY (1987)
 JU2599
 JU2599'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU2599'MARK NOT FOUND.
 JU2599
 JU2599                          STATION RECOVERY (1990)
 JU2599
 JU2599'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2599'THE STATION CAN BE CONSIDERED LOST, THE SLUDGE TANK WHICH THE STATION
 JU2599'WAS SET WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2598 ***********************************************************************
 JU2598  DESIGNATION -  SEASIDE HEIGHTS WATER TANK
 JU2598  PID         -  JU2598
 JU2598  STATE/COUNTY-  NJ/OCEAN
 JU2598  USGS QUAD   -  SEASIDE PARK (1989)
 JU2598
 JU2598                         *CURRENT SURVEY CONTROL
 JU2598  ___________________________________________________________________
 JU2598* NAD 83(1996)-  39 56 37.39408(N)    074 04 42.97938(W)     ADJUSTED  
 JU2598* NAVD 88     -                                                        
 JU2598  ___________________________________________________________________
 JU2598  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 JU2598  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU2598
 JU2598  HORZ ORDER  -  THIRD
 JU2598
 JU2598.The horizontal coordinates were established by classical geodetic methods
 JU2598.and adjusted by the National Geodetic Survey in September 1999..
 JU2598
 JU2598
 JU2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2598
 JU2598.The geoid height was determined by GEOID03.
 JU2598
 JU2598;                    North         East     Units Scale Factor Converg.
 JU2598;SPC NJ       -   123,351.120   186,010.493   MT  0.99991596   +0 16 14.0
 JU2598;SPC NJ       -   404,694.47    610,269.43   sFT  0.99991596   +0 16 14.0
 JU2598;UTM  18      - 4,421,917.162   578,715.102   MT  0.99967628   +0 35 29.8
 JU2598
 JU2598                          SUPERSEDED SURVEY CONTROL
 JU2598
 JU2598  NAD 83(1986)-  39 56 37.38915(N)    074 04 42.97411(W) AD(       ) 4
 JU2598  NAD 27      -  39 56 36.95700(N)    074 04 44.48800(W) AD(       ) 3
 JU2598
 JU2598.Superseded values are not recommended for survey control.
 JU2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2598.See file dsdata.txt to determine how the superseded data were derived.
 JU2598
 JU2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7871521917(NAD 83)
 JU2598_MARKER: 53 = ELEVATED TANK
 JU2598
 JU2598  HISTORY     - Date     Condition        Report By
 JU2598  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2598  HISTORY     - 1967     GOOD             CGS
 JU2598  HISTORY     - 1984     GOOD             USPSQD
 JU2598  HISTORY     - 1987     GOOD             USPSQD
 JU2598  HISTORY     - 19950809 GOOD             USPSQD
 JU2598
 JU2598                          STATION DESCRIPTION
 JU2598
 JU2598'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2598'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A
 JU2598'6-LEGGED STRUCTURE, PAINTED GREEN WITH THE LEGEND SEASIDE HEIGHTS
 JU2598'IN BLUE LETTERS ON THE SIDE.  ITS OVERALL HEIGHT IS ABOUT 130 FEET.
 JU2598'
 JU2598'IT IS LOCATED 0.25 MILE NORTHEAST OF THE JUNCTION OF N. J.
 JU2598'HIGHWAYS 37 AND 35.
 JU2598
 JU2598                          STATION RECOVERY (1967)
 JU2598
 JU2598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GMW)
 JU2598'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 JU2598'V.B. MILLER IN 1962.  THE TANK IS SOUTHEAST OF THE INTERSECTION
 JU2598'OF BAY VIEW AVENUE AND SHERMAN AVENUE.
 JU2598'
 JU2598'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2598'IN DOWNTOWN SEASIDE HEIGHTS.
 JU2598
 JU2598                          STATION RECOVERY (1984)
 JU2598
 JU2598'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 JU2598'STATION FOUND GOOD.
 JU2598'
 JU2598'THE LEGEND SEASIDE HEIGHTS HAS BEEN REPAINTED IN BLACK LETTERS.  THE
 JU2598'PLACEMENT OF THE TANK IS SOUTHEAST OF THE INTERSECTION OF BAY
 JU2598'BOULEVARD AND SHERMAN AVE NOT BAYVIEW AVE.  BAYVIEW AVE IS IN
 JU2598'SEASIDE PARK, NOT SEASIDE HEIGHTS.
 JU2598
 JU2598                          STATION RECOVERY (1987)
 JU2598
 JU2598'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU2598'RECOVERED IN GOOD CONDITION.
 JU2598
 JU2598                          STATION RECOVERY (1995)
 JU2598
 JU2598'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2601 ***********************************************************************
 JU2601  DESIGNATION -  SEASIDE HEIGHTS WATER TANK
 JU2601  PID         -  JU2601
 JU2601  STATE/COUNTY-  NJ/OCEAN
 JU2601  USGS QUAD   -  SEASIDE PARK (1989)
 JU2601
 JU2601                         *CURRENT SURVEY CONTROL
 JU2601  ___________________________________________________________________
 JU2601* NAD 83(1996)-  39 56 36.33128(N)    074 04 38.42139(W)     ADJUSTED  
 JU2601* NAVD 88     -                                                        
 JU2601  ___________________________________________________________________
 JU2601  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 JU2601  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU2601
 JU2601  HORZ ORDER  -  THIRD
 JU2601
 JU2601.The horizontal coordinates were established by classical geodetic methods
 JU2601.and adjusted by the National Geodetic Survey in September 1999..
 JU2601
 JU2601
 JU2601.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2601
 JU2601.The geoid height was determined by GEOID03.
 JU2601
 JU2601;                    North         East     Units Scale Factor Converg.
 JU2601;SPC NJ       -   123,318.855   186,118.844   MT  0.99991606   +0 16 16.9
 JU2601;SPC NJ       -   404,588.61    610,624.91   sFT  0.99991606   +0 16 16.9
 JU2601;UTM  18      - 4,421,885.512   578,823.607   MT  0.99967649   +0 35 32.7
 JU2601
 JU2601                          SUPERSEDED SURVEY CONTROL
 JU2601
 JU2601  NAD 83(1986)-  39 56 36.32531(N)    074 04 38.41522(W) AD(       ) 4
 JU2601  NAD 27      -  39 56 35.89600(N)    074 04 39.92800(W) AD(       ) 3
 JU2601
 JU2601.Superseded values are not recommended for survey control.
 JU2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2601.See file dsdata.txt to determine how the superseded data were derived.
 JU2601
 JU2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7882421886(NAD 83)
 JU2601_MARKER: 53 = ELEVATED TANK
 JU2601
 JU2601  HISTORY     - Date     Condition        Report By
 JU2601  HISTORY     - 1926     FIRST OBSERVED   CGS
 JU2601  HISTORY     - 1962     SEE DESCRIPTION  CGS
 JU2601  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 JU2601
 JU2601                          STATION DESCRIPTION
 JU2601
 JU2601'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (WHB)
 JU2601'STATION SEASIDE HEIGHTS WATER TANK IS LOCATED IN SEASIDE HEIGHTS
 JU2601'AT THE INTERSECTION OF GRANT AND BARNEGAT AVENUES.  THE WATER
 JU2601'TANK IS CIRCULAR, WITH A CONICAL ROOF, AND SUPPORTED BY A STEEL
 JU2601'SUB-STRUCTURE.  AND IS SHOWN ON C. AND G.S. CHART NO. 1216.  IT IS
 JU2601'ON THE PROPERTY OF THE BOROUGH.
 JU2601'
 JU2601'WATER TANK LOST, 1935.
 JU2601
 JU2601                          STATION RECOVERY (1962)
 JU2601
 JU2601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2601'DESTROYED.  THE ELEVATED WATER TANK IN THIS AREA IS NEW.
 JU2601
 JU2601                          STATION RECOVERY (1995)
 JU2601
 JU2601'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0213 ***********************************************************************
 JU0213  DESIGNATION -  SEASIDE PARK
 JU0213  PID         -  JU0213
 JU0213  STATE/COUNTY-  NJ/OCEAN
 JU0213  USGS QUAD   -  SEASIDE PARK (1989)
 JU0213
 JU0213                         *CURRENT SURVEY CONTROL
 JU0213  ___________________________________________________________________
 JU0213* NAD 83(1996)-  39 54 51.31393(N)    074 04 58.88060(W)     ADJUSTED  
 JU0213* NAVD 88     -         0.9    (meters)       3.     (feet)  GPS OBS   
 JU0213  ___________________________________________________________________
 JU0213  X           -   1,343,466.659 (meters)                     COMP
 JU0213  Y           -  -4,710,977.793 (meters)                     COMP
 JU0213  Z           -   4,070,667.040 (meters)                     COMP
 JU0213  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 JU0213  ELLIP HEIGHT-         -32.20  (meters)          (10/23/02) GPS OBS
 JU0213  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JU0213
 JU0213  HORZ ORDER  -  FIRST
 JU0213  VERT ORDER  -  ? (See Below)
 JU0213  ELLP ORDER  -  FOURTH    CLASS I
 JU0213
 JU0213.The horizontal coordinates were established by GPS observations
 JU0213.and adjusted by the National Geodetic Survey in May 1999..
 JU0213
 JU0213.The orthometric height was determined by GPS observations and a
 JU0213.high-resolution geoid model.
 JU0213.The vertical order pertains to the NGVD 29 superseded value.
 JU0213
 JU0213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0213
 JU0213.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0213
 JU0213.The ellipsoidal height was determined by GPS observations
 JU0213.and is referenced to NAD 83.
 JU0213
 JU0213.The geoid height was determined by GEOID03.
 JU0213
 JU0213;                    North         East     Units Scale Factor Converg.
 JU0213;SPC NJ       -   120,077.874   185,648.316   MT  0.99991564   +0 16 03.2
 JU0213;SPC NJ       -   393,955.49    609,081.18   sFT  0.99991564   +0 16 03.2
 JU0213;UTM  18      - 4,418,642.724   578,371.348   MT  0.99967561   +0 35 18.2
 JU0213
 JU0213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0213!SPC NJ       -   1.00000505  x   0.99991564  =   0.99992069
 JU0213!UTM  18      -   1.00000505  x   0.99967561  =   0.99968066
 JU0213
 JU0213:                Primary Azimuth Mark                     Grid Az
 JU0213:SPC NJ       -  SEASIDE HEIGHTS WATER TANK               006 18 50.6
 JU0213:UTM  18      -  SEASIDE HEIGHTS WATER TANK               005 59 35.6
 JU0213
 JU0213|---------------------------------------------------------------------|
 JU0213| PID    Reference Object                     Distance      Geod. Az  |
 JU0213|                                                           dddmmss.s |
 JU0213| JU2598 SEASIDE HEIGHTS WATER TANK          APPROX. 3.3 KM 0063453.8 |
 JU0213| JU2587 LAVALLETTE STANDPIPE                APPROX. 6.1 KM 0091624.3 |
 JU0213| JU2604 SEASIDE PARK NEW WATER TANK         APPROX. 2.4 KM 0095556.8 |
 JU0213| JU2605 TOMS RIVER COAST GUARD FLAGTWR      APPROX. 2.5 KM 0203450.5 |
 JU0213| JU0020 SEASIDE PARK RM 1                    28.215 METERS 03835     |
 JU0213| JU4096 J 6 RESET                            17.828 METERS 03955     |
 JU0213| JU0021 J 6                                  28.072 METERS 04017     |
 JU0213| JU2580 SEASIDE PARK WATER TANK              34.877 METERS 04206     |
 JU0213| JU0214 SEASIDE PARK RM 2                    72.180 METERS 09321     |
 JU0213| JU0018 SEASIDE PARK AZ                                    1002038.9 |
 JU0213| JU0019 SEASIDE PARK RM 4                    33.548 METERS 14638     |
 JU0213| JU0215 SEASIDE PARK RM 3                                  14929     |
 JU0213| JU2614 SEASIDE PARK SHORE WATER TANK       APPROX. 0.9 KM 1755935.4 |
 JU0213| JU2617 ISLAND BEACH CG LOOKOUT SPIRE       APPROX. 2.1 KM 1771716.4 |
 JU0213| JU2616 LONE BUILDING CUPOLA                APPROX. 2.0 KM 1840916.0 |
 JU0213| JU2610 WRIGHTS LIGHT CUPOLA                APPROX. 3.8 KM 2955359.7 |
 JU0213| JU2658 ISLAND HEIGHTS STANDPIPE            APPROX. 6.3 KM 3002600.5 |
 JU0213| JU2611 BARNEGAT WATERWAY LIGHT 56          APPROX. 1.9 KM 3175220.3 |
 JU0213| JU2607 BARNEGAT WATERWAY LIGHT 54          APPROX. 2.8 KM 3231339.7 |
 JU0213| JU2602 BARNEGAT WATERWAY LIGHT 50          APPROX. 3.4 KM 3250138.7 |
 JU0213| JU2603 BARNEGAT WATERWAY LIGHT 51          APPROX. 3.2 KM 3250408.8 |
 JU0213| JU2594 LIGHT STAND E                       APPROX. 5.0 KM 3390039.1 |
 JU0213| JU2593 BARNEGAT WATERWAY LIGHT 40          APPROX. 5.1 KM 3392551.5 |
 JU0213| JU2595 BARNEGAT WATERWAY LIGHT 43          APPROX. 4.4 KM 3404346.7 |
 JU0213| JU2592 LIGHT STAND D                       APPROX. 5.3 KM 3412327.5 |
 JU0213| JU2586 BARNEGAT WATERWAY LIGHT 35          APPROX. 7.4 KM 3435428.8 |
 JU0213| JU2591 BARNEGAT WATERWAY LIGHT 39          APPROX. 6.2 KM 3453958.7 |
 JU0213|---------------------------------------------------------------------|
 JU0213
 JU0213                          SUPERSEDED SURVEY CONTROL
 JU0213
 JU0213  ELLIP H (05/14/99)  -32.22   (m)                       GP(       ) 4 1
 JU0213  NAD 83(1986)-  39 54 51.31101(N)    074 04 58.88195(W) AD(       ) 1
 JU0213  ELLIP H (03/31/93)  -32.17   (m)                       GP(       ) 3 2
 JU0213  NAD 83(1986)-  39 54 51.30727(N)    074 04 58.87556(W) AD(       ) 1
 JU0213  NAD 27      -  39 54 50.87540(N)    074 05 00.39050(W) AD(       ) 1
 JU0213  NGVD 29 (??/??/??)    1.386  (m)            4.55   (f) ADJUSTED    ?  
 JU0213
 JU0213.Superseded values are not recommended for survey control.
 JU0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0213.See file dsdata.txt to determine how the superseded data were derived.
 JU0213
 JU0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7837118643(NAD 83)
 JU0213_MARKER: DS = TRIANGULATION STATION DISK
 JU0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0213_SP_SET: CONCRETE POST
 JU0213_STAMPING: SEASIDE PARK 1932
 JU0213_MARK LOGO: CGS   
 JU0213_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0213+STABILITY: SURFACE MOTION
 JU0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0213+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1990
 JU0213
 JU0213  HISTORY     - Date     Condition        Report By
 JU0213  HISTORY     - 1932     MONUMENTED       CGS
 JU0213  HISTORY     - 1937     GOOD             NJGS
 JU0213  HISTORY     - 1947     GOOD             NJGS
 JU0213  HISTORY     - 1951     GOOD             CGS
 JU0213  HISTORY     - 1951     GOOD             CGS
 JU0213  HISTORY     - 1962     GOOD             CGS
 JU0213  HISTORY     - 1962     GOOD             CGS
 JU0213  HISTORY     - 1964     MARK NOT FOUND   CGS
 JU0213  HISTORY     - 1967     GOOD             CGS
 JU0213  HISTORY     - 1984     GOOD             USPSQD
 JU0213  HISTORY     - 1984     GOOD             NGS
 JU0213  HISTORY     - 1984     GOOD             NGS
 JU0213  HISTORY     - 1987     GOOD             USPSQD
 JU0213  HISTORY     - 1987     GOOD             USPSQD
 JU0213  HISTORY     - 19900807 GOOD             NJGS
 JU0213
 JU0213                          STATION DESCRIPTION
 JU0213
 JU0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU0213'STATION IS LOCATED IN A VACANT LOT IN THE TOWN OF SEASIDE PARK,
 JU0213'NEW JERSEY, ABOUT 40 YARDS SW OF THE WATER TANK AT THE PUMPING
 JU0213'STATION.
 JU0213'
 JU0213'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU0213'DISKS SET IN CONCRETE AS DESCRIBED.
 JU0213'
 JU0213'REFERENCE MARK NO.1 IS SET IN THE CONCRETE BASE OF THE SW LEG
 JU0213'OF THE WATER TANK.  REFERENCE MARK NO.2 IS E OF THE STATION, AND
 JU0213'ABOUT 5 METERS N OF THE N RAIL OF THE TRACK OF THE CENTRAL
 JU0213'RAILROAD OF NEW JERSEY.  REFERENCE MARK NO.3 IS ABOUT 1/4 MILE SE
 JU0213'OF STATION, ON THE E SIDE OF THE HIGHWAY ABOUT 9 METERS E OF THE
 JU0213'CENTER LINE OF HIGHWAY.  2 FEET E OF TELEPHONE POLE NO. B-74.
 JU0213'
 JU0213'TO REACH, LEAVE HIGHWAY 4-9 AT TOMS RIVER, CROSS CAUSEWAY AND
 JU0213'TURN S.
 JU0213'
 JU0213'HEIGHT OF SIGNAL ABOVE STATION MARK - 28 METERS.
 JU0213
 JU0213                          STATION RECOVERY (1937)
 JU0213
 JU0213'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1937
 JU0213'A STANDARD U.S.C. AND G.S. REFERENCE DISK, SET IN CONCRETE, 0.5
 JU0213'FOOT ABOVE THE SURFACE, ON THE E SIDE OF THE CONTINUATION OF
 JU0213'CENTRAL AVENUE OF SEASIDE PARK, 0.7 MILE S OF THE FIFTH AVENUE
 JU0213'RAILROAD CROSSING IN SEASIDE PARK.  COMPANION MONUMENT 5290 IS
 JU0213'1842.27 FEET N.
 JU0213'
 JU0213'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 JU0213'DESCRIBED.
 JU0213
 JU0213                          STATION RECOVERY (1947)
 JU0213
 JU0213'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1947
 JU0213'STATION AND ALL REFERENCE MARKS RECOVERED IN GOOD
 JU0213'CONDITION.  DESCRIPTION IS SATISFACTORY, EXCEPT FOR REFERENCE MARK
 JU0213'3.  REFERENCE MARK 3 IS 2.0 FEET SE OF POLE 40039 AND IS 22.44 FEET
 JU0213'E OF A RAILROAD SPIKE IN THE CENTER LINE OF CENTRAL AVENUE.
 JU0213'SEASIDE PARK WATER TANK IS ALSO STILL IN GOOD CONDITION.
 JU0213'
 JU0213'REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.  STATION
 JU0213'WAS NOT FOUND.  IT MAY BE UNDER DEBRIS AT THE PUMPING
 JU0213'STATION.  REFERENCE MARK 3 WAS NOT FOUND.  DUG HOLE TO LOCATE
 JU0213'REFERENCE MARK 3 BUT DID NOT FIND ANY PART OF BASE.
 JU0213
 JU0213                          STATION RECOVERY (1951)
 JU0213
 JU0213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU0213'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 JU0213'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE AND
 JU0213'FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE AND
 JU0213'CORRECT WITH THE FOLLOWING EXCEPTIONS AND ADDITIONS--
 JU0213'
 JU0213'THE RAILROAD TRACK HAS BEEN REMOVED.  STATION MARK IS 71.8 FEET
 JU0213'NE OF TELEPHONE POLE JC 8 SSP AND 12.8 FEET SE OF SE CORNER OF
 JU0213'SMALL PUMPHOUSE.
 JU0213'
 JU0213'R.M. 2 IS 71.4 FEET SE OF SE CORNER OF CONCRETE BLOCK PUMPING
 JU0213'STATION.
 JU0213'
 JU0213'R.M. 3 IS 22.4 FEET E OF CENTER LINE OF ROAD, 2.0 FEET SE OF
 JU0213'POLE 40039, AND 0.5 FOOT BELOW THE SURFACE OF THE GROUND.
 JU0213
 JU0213                          STATION RECOVERY (1951)
 JU0213
 JU0213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 JU0213'AT SEASIDE PARK.
 JU0213'A STANDARD TRIANGULATION STATION DISK, STAMPED SEASIDE PARK
 JU0213'1932, IN CONCRETE POST IN VACANT LOT IN TOWN OF SEASIDE PARK,
 JU0213'ABOUT 40 YARDS SOUTHWEST OF WATER TANK AT PUMPING STATION.
 JU0213
 JU0213                          STATION RECOVERY (1962)
 JU0213
 JU0213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU0213'THE STATION AND REFERENCE MARK 1 WAS RECOVERED IN GOOD
 JU0213'CONDITION.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE 0.05
 JU0213'FEET SHORTER THAN PREVIOUSLY MEASURED.  THE DIRECTION TO REFERENCE
 JU0213'MARK 1 CHECKED.  REFERENCE MARK 2 AND 3 WERE NOT RECOVERED AND
 JU0213'SHOULD BE CONSIDERED LOST.  AN AZIMUTH MARK AND A REFERENCE MARK
 JU0213'WAS ESTABLISHED AT THIS TIME.
 JU0213'
 JU0213'A NEW DESCRIPTION FOLLOWS--
 JU0213'
 JU0213'THE STATION IS LOCATED ON THE NORTH SIDE OF 13TH STREET IN THE
 JU0213'WEST SIDE OF SEASIDE PARK, AT THE PUBLIC WATER WORKS.  IT IS
 JU0213'60 FEET NORTH OF THE CENTERLINE OF 13TH STREET, 54 FEET EAST OF
 JU0213'A CHAIN LINK FENCE, 25 FEET NORTH OF A CHAIN LINK FENCE, 94 FEET
 JU0213'SOUTHWEST OF THE SOUTHWEST LEG OF THE WATER TANK, 13 FEET
 JU0213'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL BUILDING, AND 13
 JU0213'FEET SOUTHEAST OF THE WITNESS POST.  THE MONUMENT IS 4 INCHES
 JU0213'UNDERGROUND AND THE DISK IS STAMPED SEASIDE PARK 1932.
 JU0213'
 JU0213'TO REACH FROM THE MUNICIPAL BUILDING IN SEASIDE PARK, GO SOUTH
 JU0213'ON CENTRAL AVE. FOR 0.35 MILE TO THE INTERSECTION WITH 13TH
 JU0213'STREET.* TURN RIGHT AND GO WEST ON 13TH STREET FOR 0.15 MILE
 JU0213'TO THE PUBLIC WATER WORKS ON THE RIGHT AND THE STATION AT THE
 JU0213'SOUTHWEST CORNER OF THE CHAIN LINK FENCE.
 JU0213'
 JU0213'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON 13TH
 JU0213'STREET FOR 0.15 MILE TO THE END OF THE STREET AND THE MARK ON
 JU0213'THE WEST SIDE OF A BOARDWALK.
 JU0213'
 JU0213'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SEASIDE PARK NO 1
 JU0213'1932, CEMENTED IN A DRILL HOLE IN THE WEST SIDE OF THE CONCRETE
 JU0213'FOOTING OF THE WATER TANK.
 JU0213'
 JU0213'BENCH MARK J 6 IS A STANDARD COAST AND GEODETIC SURVEY BENCH
 JU0213'MARK DISK STAMPED J 6 1930, CEMENTED IN A DRILLED HOLE IN THE
 JU0213'SOUTH SIDE OF THE CONCRETE FOOTING OF THE SOUTHWEST LEG OF THE
 JU0213'WATER TANK.
 JU0213'
 JU0213'REFERENCE MARK 4 IS 24 FEET SOUTH OF THE CENTERLINE OF 13TH STREET,
 JU0213'21 FEET WEST OF A POWER POLE, 5 FEET NORTH OF THE CENTER OF A
 JU0213'SIDEWALK, AND 2.4 FEET SOUTH OF THE SOUTH CURB OF 13TH STREET.  THE
 JU0213'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED SEASIDE PARK NO
 JU0213'4 1932.
 JU0213'
 JU0213'THE AZIMUTH MARK IS 28 FEET EAST OF THE CENTERLINE OF A STREET,
 JU0213'3 FEET SOUTH OF THE SOUTH END OF A WALK-UP RAMP TO THE BOARDWALK,
 JU0213'3 FEET WEST OF THE WEST SIDE OF THE BOARDWALK, AND 2 FEET SOUTH
 JU0213'OF A WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 JU0213'IS STAMPED SEASIDE PARK 1932.
 JU0213'
 JU0213'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JU0213
 JU0213                          STATION RECOVERY (1962)
 JU0213
 JU0213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU0213'STATION MARK WAS RECOVERED IN GOOD CONDITION, AS WERE RMS 1 AND
 JU0213'3.  STATION MARK WAS BURIED BY A STOCKPILE OF SAND.  RM 1 WAS IN
 JU0213'THE FOOTING OF THE WATER TANK AS DESCRIBED.  RM 2 IS BENEATH THE
 JU0213'HIGHWAY PAVEMENT, IF DISTANCE AND DIRECTION ARE CORRECT, OR OUT.
 JU0213'RM 3 IS 1 FOOT BELOW THE GROUND 75 FEET SOUTH OF THE CENTER OF
 JU0213'6TH LANE, 25 FEET EAST OF THE CENTER OF EAST CENTRAL AVENUE, 18
 JU0213'FEET SOUTH OF THE CENTER OF 7TH LANE, 2.2 FEET NORTH OF A FIRE
 JU0213'HYDRANT AND 2 FEET EAST OF U.S.C.G. POLE NO.1676.
 JU0213'
 JU0213'TO REACH RM 3 FROM THE STATION, GO EAST ON 13TH STREET TO EAST
 JU0213'CENTRAL AVENUE, TURN RIGHT AND GO 0.25 MILE TO THE MARK ON THE LEFT.
 JU0213
 JU0213                          STATION RECOVERY (1964)
 JU0213
 JU0213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RG)
 JU0213'RM 1, RM 4 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION
 JU0213'AS PREVIOUSLY DESCRIBED.  THE STATION WAS COVERED WITH A LARGE
 JU0213'PILE OF SAND AND WAS NOT RECOVERED AT THIS TIME.
 JU0213
 JU0213                          STATION RECOVERY (1967)
 JU0213
 JU0213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GMW)
 JU0213'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2, BENCH MARK J 6, AND
 JU0213'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 JU0213'
 JU0213'A COMPLETE DESCRIPTION FOLLOWS--
 JU0213'
 JU0213'THE STATION IS LOCATED ON THE NORTH SIDE OF 13TH STREET AT THE
 JU0213'MUNICIPAL WATER WORKS ON THE WEST SIDE OF SEASIDE PARK.
 JU0213'
 JU0213'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 35 AND 37
 JU0213'PROCEED SOUTH ON CENTRAL AVENUE FOR ABOUT 1.7 MILES AND TURN
 JU0213'RIGHT ONTO 12TH STREET AND PROCEED ONE BLOCK TO THE STATION ON
 JU0213'THE LEFT.
 JU0213'
 JU0213'THE STATION MARK IS A STANDARD TRIANGULATION DISK STAMPED
 JU0213'SEASIDE PARK 1932 AND SET IN A 12 INCH SQUARE CONCRETE MONUMENT,
 JU0213'10 INCHES UNDERGROUND.  IT IS 93 FEET SOUTHWEST OF THE SOUTHWEST
 JU0213'SUPPORT OF THE SEASIDE PARK WATER TANK, 60 FEET NORTH OF THE
 JU0213'CENTERLINE OF 13TH STREET, 25 FEET NORTH OF A CHAIN LINK FENCE
 JU0213'WHICH ENCLOSES THE WATER WORKS AREA, 9-1/2 FEET SOUTH OF A
 JU0213'WITNESS POST AND 10 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 JU0213'SMALL WHITE WOODEN BUILDING.
 JU0213'
 JU0213'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED SEASIDE PARK
 JU0213'NO. 1 1932 CEMENTED IN A DRILL HOLE IN THE CONCRETE FOOTING OF
 JU0213'THE SOUTHWEST LEG OF THE WATER TANK.
 JU0213'
 JU0213'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED SEASIDE PARK
 JU0213'NO. 4 1932 SET IN A 12 INCH DIAMETER CONCRETE MONUMENT 2 INCHES
 JU0213'BELOW GROUND SURFACE.  IT IS 24 FEET SOUTH OF THE CENTERLINE
 JU0213'OF 13TH STREET, 21 FEET WEST OF A POWER POLE, 5 FEET NORTH OF
 JU0213'THE CENTER OF A SIDEWALK AND 2.4 FEET SOUTH OF THE SOUTH CURB
 JU0213'OF 13TH STREET.
 JU0213'
 JU0213'BENCH MARK J 6 IS A STANDARD BENCH MARK DISK STAMPED J 6 1930
 JU0213'SET IN A DRILLED HOLE IN THE SOUTHWEST CONCRETE SUPPORT OF THE
 JU0213'WATER TANK.
 JU0213'
 JU0213'TO REACH THE AZIMUTH FROM THE STATION PROCEED EAST ALONG 13TH
 JU0213'STREET FOR 0.3 MILES TO THE END OF THE STREET, AND THE MARK WEST
 JU0213'OF THE BOARDWALK.
 JU0213'
 JU0213'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SEASIDE PARK 1932
 JU0213'SET IN A 12 INCH CIRCULAR CONCRETE MONUMENT 2 INCHES BELOW THE
 JU0213'SAND.  IT IS 33 FEET EAST OF THE CENTERLINE OF S. OCEAN STREET,
 JU0213'3 FEET SOUTH OF THE SOUTH END OF A WALKUP RAMP TO THE BOARDWALK,
 JU0213'3 FEET WEST OF THE WEST SIDE OF THE BOARDWALK AND 3 FEET WEST OF
 JU0213'A NEWLY ESTABLISHED WITNESS POST.
 JU0213'
 JU0213'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU0213'IN DOWNTOWN SEASIDE PARK.
 JU0213
 JU0213                          STATION RECOVERY (1984)
 JU0213
 JU0213'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 JU0213'STATION RECOVERED GOOD.
 JU0213'
 JU0213'TRIANGULATION STATION, REF MARK 3, 4, AND BENCH MARK-J 6 RECOVERED
 JU0213'IN GOOD CONDITION.  SITE WILL SHORTLY BE EXCAVATED.  WATER WORKS
 JU0213'SUPERVISOR WILL CONTACT USC AND G.S. AT THAT TIME.
 JU0213'
 JU0213'AZIMUTH MARK WAS NOT RECOVERED.  AS A RESULT OF STORMS IT IS PROBABLY
 JU0213'BURIED AT LEAST 3 FEET BELOW BLOWN SAND AT THE EDGE OF THE
 JU0213'BOARDWALK.  EXCAVATING EQPT WILL BE NEEDED TO UNCOVER IT.
 JU0213'
 JU0213'CHANGE REFERENCE TO 12TH STREET AND 13TH STREET TO 12TH AVE AND 13TH
 JU0213'AVE.
 JU0213
 JU0213                          STATION RECOVERY (1984)
 JU0213
 JU0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 JU0213'THE STATION WAS RECOVERED AT THIS DATE.
 JU0213'ALSO REFERENCE MARK FOUR, BENCH MARK J 6, THE 1932 AZIMUTH MARK AND
 JU0213'THE 1962 AZIMUTH MARK WERE ALL RECOVERED AND FOUND IN GOOD
 JU0213'CONDITION.  BENCH MARK J 6 WAS IN DANGER OF BEING DESTROYED AND
 JU0213'HENCE RESET.  REFERENCE MARK ONE FOUND DESTROYED AND REFERENCE MARK
 JU0213'TWO BELIEVED TO BE DESTROYED.  A LONGER DISTANCE OF 0.005 METERS OR
 JU0213'0.02 FT WAS FOUND TO REFERENCE MARK FOUR.  A SHORTER DISTANCE OF
 JU0213'0.004 METER OR 0.013 FT WAS FOUND TO BENCH MARK J 6.  THOSE
 JU0213'DIFFERENCES WERE CHECKED IN THE FIELD BUT THE REASONS COULD NOT BE
 JU0213'DETERMINED.  THE HORIZONTAL ANGLES TO ALL OBJECTS WERE WITHIN CLOSE
 JU0213'AGREEMENT WITH THE MOST RECENT INFORMATION AVAILABLE.
 JU0213'
 JU0213'ON THE NORTH SIDE OF THIRTEENTH AVENUE AT THE SEASIDE PARK WATER
 JU0213'WORKS IN SEASIDE PARK.  OWNERSHIP--SEASIDE PARK CITY MUNICIPAL WATER
 JU0213'WORKS.
 JU0213'
 JU0213'THE POST OFFICE AT SEASIDE PARK, GO SOUTH ON SOUTH OCEAN AVENUE FOR
 JU0213'0.25 KM (0.15 MI) TO A CROSSROAD, TURN RIGHT AND GO WEST ON
 JU0213'THIRTEENTH AVENUE FOR 0.25 KM (0.15 MI) TO THE STATION ON THE RIGHT.
 JU0213'
 JU0213'THE STATION IS A STANDARD CGS DISK
 JU0213'STAMPED---SEASIDE PARK 1932---,
 JU0213'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU0213'30 CM ON SIDE RECESSED 5 CM BELOW GROUND.  LOCATED
 JU0213'62.3 METERS (204.5 FT) WEST FROM THE CENTER OF BARNEGAT AVENUE,
 JU0213'18.4 METERS (60.4 FT) NORTH FROM THE CENTER OF THIRTEENTH AVENUE,
 JU0213'11.1 METERS (36.3 FT) WEST FROM THE SOUTHWEST CORNER OF A FOUR BAY
 JU0213'MUNICIPAL BUILDING,
 JU0213'3.2 METERS (10.4 FT) SOUTH FROM THE WITNESS POST AND
 JU0213'3.1 METERS (10.3 FT) SOUTH FROM THE SOUTHEAST CORNER OF A SMALL
 JU0213'FRAME PUMP HOUSE.
 JU0213'
 JU0213'REFERENCE MARK NO. 5 IS A STANDARD NGS BENCH MARK DISK
 JU0213'STAMPED---J 6 RESET 1984---,
 JU0213'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU0213'30 CM IN DIAMETER PROJECTING 15 CM ABOVE GROUND.  LOCATED
 JU0213'58.6 METERS (192.1 FT) WEST FROM THE CENTER OF BARNEGAT AVENUE,
 JU0213'33.4 METERS (109.5 FT) NORTH FROM THE CENTER OF THIRTEENTH AVENUE,
 JU0213'15.1 METERS (49.4 FT) NORTHEAST FROM THE WITNESS POST AND
 JU0213'1.9 METERS (6.3 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE
 JU0213'MUNICIPAL BUILDING.
 JU0213'MARK IS 0.4 METERS ABOVE THE STATION.
 JU0213'
 JU0213'REFERENCE MARK NO. 4 IS A STANDARD CGS DISK
 JU0213'THAT IS STAMPED,---SEASIDE PARK NO 4 1932---
 JU0213'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU0213'30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED
 JU0213'46.4 METERS (152.3 FT) WEST FROM THE CENTER OF BARNEGAT AVENUE,
 JU0213'35.8 METERS (117.4 FT) SOUTHEAST FROM THE WITNESS POST,
 JU0213'27.8 METERS (91.1 FT) SOUTH-SOUTHEAST FROM THE SOUTHWEST CORNER OF
 JU0213'THE FOUR BAY MUNICIPAL BUILDING.
 JU0213'7.1 METERS (23.4 FT) SOUTH FROM THE CENTER OF THIRTEENTH AVENUE AND
 JU0213'6.0 METERS (19.7 FT) WEST FROM A POWER POLE JC 511 SSP.
 JU0213'MARK IS 0.1 METERS ABOVE THE STATION.
 JU0213'
 JU0213'AZIMUTH MARK NO. 1 IS A STANDARD CGS DISK
 JU0213'STAMPED---SEASIDE PARK NO 3 1932---,
 JU0213'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU0213'30 CM ON SIDE RECESSED 20 CM BELOW GROUND.  LOCATED
 JU0213'6.3 METERS (20.7 FT) EAST FROM THE CENTER OF SOUTH OCEAN AVENUE,
 JU0213'5.6 METERS (18.5 FT) WEST FROM THE NORTHWEST CORNER OF A HOUSE
 JU0213'NUMBERED 32 SEVENTH LANE,
 JU0213'5.0 METERS (16.4 FT) SOUTH FROM THE CENTER OF SEVENTH LANE,
 JU0213'0.8 METERS (2.7 FT) NORTH FROM A FIRE HYDRANT,
 JU0213'0.8 METERS (2.7 FT) SOUTHEAST FROM A CARSONITE WITNESS POST AND
 JU0213'0.6 METERS (2.1 FT) EAST FROM A POWER POLE NUMBERED 2396 B.
 JU0213'TO REACH THE AZIMUTH FROM THE STATION,
 JU0213'GO EAST FOR .25 KM (0.15 MI) ON THIRTEENTH AVENUE TO A CROSS ROADS.
 JU0213'TURN RIGHT AND GO SOUTH FOR 0.3 KM (0.2 MI) ON SOUTH OCEAN AVENUE
 JU0213'THE MARK ON THE LEFT.  THE AZIMUTH MARK WAS NOT OBSERVED BEING
 JU0213'BLOCKED AT THIS TIME.
 JU0213'
 JU0213'DESCRIBED BY R G POUST
 JU0213
 JU0213                          STATION RECOVERY (1984)
 JU0213
 JU0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JU0213'RECOVERED IN GOOD CONDITION.
 JU0213
 JU0213                          STATION RECOVERY (1987)
 JU0213
 JU0213'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0213'RECOVERED IN GOOD CONDITION.
 JU0213
 JU0213                          STATION RECOVERY (1987)
 JU0213
 JU0213'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0213'RECOVERED IN GOOD CONDITION.
 JU0213
 JU0213                          STATION RECOVERY (1990)
 JU0213
 JU0213'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0213'THE STATION IS LOCATED IN THE BOROUGH OF SEASIDE PARK, ON THE NORTH
 JU0213'SIDE OF THIRTEENTH AVENUE AT THE SEASIDE PARK MUNICIPAL WATER WORKS
 JU0213'COMPLEX. TO REACH THE STATION FROM THE SEASIDE PARK POST OFFICE, GO
 JU0213'0.25 KM (0.16 MI) SOUTH ON CENTRAL AVENUE TO 13TH AVENUE, TURN RIGHT
 JU0213'AND GO 0.25 KM (0.16 MI) WEST ON THIRTEENTH AVENUE TO THE STATION ON
 JU0213'THE RIGHT INSIDE THE FENCE TO THE COMPLEX. THE STATION IS 62.3 M
 JU0213'(204.4 FT) WEST FROM THE CENTER OF BARNEGAT AVENUE, 18.4 M (60.4 FT)
 JU0213'NORTH FROM THE CENTER OF THIRTHEENTH AVENUE, 11.1 M (36.4 FT) WEST
 JU0213'FROM THE SOUTHWEST CORNER OF A FOUR BAY MUNICIPAL GARAGE BUILDING,
 JU0213'3.1 M (10.2 FT) SOUTH FROM THE SOUTHEAST CORNER OF A SMALL FRAME PUMP
 JU0213'HOUSE, 3.2 M (10.5 FT) SOUTH FROM A WITNESS POST AND 0.05 M
 JU0213'(0.16 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0018 ***********************************************************************
 JU0018  DESIGNATION -  SEASIDE PARK AZ
 JU0018  PID         -  JU0018
 JU0018  STATE/COUNTY-  NJ/OCEAN
 JU0018  USGS QUAD   -  SEASIDE PARK (1989)
 JU0018
 JU0018                         *CURRENT SURVEY CONTROL
 JU0018  ___________________________________________________________________
 JU0018* NAD 83(1986)-  39 54 47.     (N)    074 04 38.     (W)     SCALED    
 JU0018* NAVD 88     -         3.581  (meters)      11.75   (feet)  ADJUSTED  
 JU0018  ___________________________________________________________________
 JU0018  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JU0018  DYNAMIC HT  -           3.580 (meters)      11.75  (feet)  COMP
 JU0018  MODELED GRAV-     980,163.9   (mgal)                       NAVD 88
 JU0018
 JU0018  VERT ORDER  -  FIRST     CLASS I
 JU0018
 JU0018.The horizontal coordinates were scaled from a topographic map and have
 JU0018.an estimated accuracy of +/- 6 seconds.
 JU0018
 JU0018.The orthometric height was determined by differential leveling
 JU0018.and adjusted by the National Geodetic Survey in June 1991..
 JU0018
 JU0018.The geoid height was determined by GEOID03.
 JU0018
 JU0018.The dynamic height is computed by dividing the NAVD 88
 JU0018.geopotential number by the normal gravity value computed on the
 JU0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0018.degrees latitude (g = 980.6199 gals.).
 JU0018
 JU0018.The modeled gravity was interpolated from observed gravity values.
 JU0018
 JU0018;                    North         East    Units  Estimated Accuracy
 JU0018;SPC NJ       -   119,950.      186,150.      MT  (+/- 180 meters Scaled)
 JU0018
 JU0018                          SUPERSEDED SURVEY CONTROL
 JU0018
 JU0018  NGVD 29 (04/16/92)    3.932  (m)           12.90   (f) ADJUSTED    1 1
 JU0018
 JU0018.Superseded values are not recommended for survey control.
 JU0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0018.See file dsdata.txt to determine how the superseded data were derived.
 JU0018
 JU0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK788185(NAD 83)
 JU0018_MARKER: DZ = AZIMUTH MARK DISK
 JU0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0018_STAMPING: SEASIDE PARK 1932
 JU0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0018+STABILITY: SURFACE MOTION
 JU0018
 JU0018  HISTORY     - Date     Condition        Report By
 JU0018  HISTORY     - 1932     MONUMENTED       CGS
 JU0018  HISTORY     - 1964     GOOD             CGS
 JU0018  HISTORY     - 1984     GOOD             NGS
 JU0018  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU0018  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0018  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0018  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 JU0018  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 JU0018
 JU0018                          STATION DESCRIPTION
 JU0018
 JU0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0018'AT SEASIDE PARK.
 JU0018'AT SEASIDE PARK, ABOUT 0.35 MILE SOUTH ALONG CENTRAL AVENUE FROM
 JU0018'THE MUNICIPAL BUILDING, THENCE ABOUT 0.15 MILE EAST ALONG 13TH
 JU0018'STREET, NEAR THE JUNCTION OF OCEAN AVENUE, 24 FEET SOUTH OF
 JU0018'THE EXTENDED CENTER LINE OF 13TH STREET, 30.0 FEET EAST OF THE
 JU0018'CENTER LINE OF OCEAN AVENUE, 3.0 FEET WEST OF THE WEST EDGE OF A
 JU0018'BOARDWALK, 3 1/2 FEET NORTHEAST OF LIGHT POST 92W, 3.0 FEET
 JU0018'SOUTH OF THE SOUTH END OF RAMP TO BOARDWALK, ABOUT 0.5 FOOT
 JU0018'ABOVE THE LEVEL OF OCEAN AVENUE AND SET IN THE TOP OF A CONCRETE
 JU0018'POST PROJECTING 0.5 FOOT.
 JU0018
 JU0018                          STATION RECOVERY (1984)
 JU0018
 JU0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JU0018'RECOVERED IN GOOD CONDITION.
 JU0018
 JU0018                          STATION RECOVERY (1984)
 JU0018
 JU0018'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0018'MARK NOT FOUND.
 JU0018
 JU0018                          STATION RECOVERY (1987)
 JU0018
 JU0018'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0018'MARK NOT FOUND.
 JU0018
 JU0018                          STATION RECOVERY (1987)
 JU0018
 JU0018'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0018'MARK NOT FOUND.
 JU0018
 JU0018                          STATION RECOVERY (1990)
 JU0018
 JU0018'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 JU0018'MARK NOT FOUND.
 JU0018
 JU0018                          STATION RECOVERY (1995)
 JU0018
 JU0018'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2604 ***********************************************************************
 JU2604  DESIGNATION -  SEASIDE PARK NEW WATER TANK
 JU2604  PID         -  JU2604
 JU2604  STATE/COUNTY-  NJ/OCEAN
 JU2604  USGS QUAD   -  SEASIDE PARK (1989)
 JU2604
 JU2604                         *CURRENT SURVEY CONTROL
 JU2604  ___________________________________________________________________
 JU2604* NAD 83(1996)-  39 56 07.01446(N)    074 04 41.66063(W)     ADJUSTED  
 JU2604* NAVD 88     -                                                        
 JU2604  ___________________________________________________________________
 JU2604  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 JU2604  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU2604
 JU2604  HORZ ORDER  -  THIRD
 JU2604
 JU2604.The horizontal coordinates were established by classical geodetic methods
 JU2604.and adjusted by the National Geodetic Survey in September 1999..
 JU2604
 JU2604
 JU2604.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2604
 JU2604.The geoid height was determined by GEOID03.
 JU2604
 JU2604;                    North         East     Units Scale Factor Converg.
 JU2604;SPC NJ       -   122,414.370   186,046.224   MT  0.99991599   +0 16 14.7
 JU2604;SPC NJ       -   401,621.15    610,386.65   sFT  0.99991599   +0 16 14.7
 JU2604;UTM  18      - 4,420,980.851   578,756.072   MT  0.99967636   +0 35 30.2
 JU2604
 JU2604                          SUPERSEDED SURVEY CONTROL
 JU2604
 JU2604  NAD 83(1986)-  39 56 07.00917(N)    074 04 41.65545(W) AD(       ) 4
 JU2604  NAD 27      -  39 56 06.57700(N)    074 04 43.16900(W) AD(       ) 3
 JU2604
 JU2604.Superseded values are not recommended for survey control.
 JU2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2604.See file dsdata.txt to determine how the superseded data were derived.
 JU2604
 JU2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7875620981(NAD 83)
 JU2604_MARKER: 53 = ELEVATED TANK
 JU2604_SETTING: 0 = UNSPECIFIED SETTING
 JU2604
 JU2604  HISTORY     - Date     Condition        Report By
 JU2604  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2604  HISTORY     - 1967     GOOD             CGS
 JU2604  HISTORY     - 1967     GOOD             CGS
 JU2604  HISTORY     - 1984     GOOD             USPSQD
 JU2604
 JU2604                          STATION DESCRIPTION
 JU2604
 JU2604'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2604'THE STATION IS THE CENTER OF THE TOP OF A SIX LEGGED STEEL TANK
 JU2604'PAINTED SILVER WITH THE LEGEND SEASIDE PARK PAINTED IN BLACK
 JU2604'LETTERS ON THE NORTH AND SOUTH SIDES OF THE TANK.  THE OVERALL
 JU2604'HEIGHT IS APPROXIMATELY 130 FEET.
 JU2604'
 JU2604'THE TANK IS 0.3 MILES SOUTH OF THE JUNCTION OF STATE
 JU2604'HIGHWAYS 37 AND 35 IN SEASIDE HEIGHTS.  IT IS ON THE SOUTH OF A
 JU2604'CLOVER LEAF CONNECTING HIGHWAY 37 WITH SEASIDE PARK.
 JU2604
 JU2604                          STATION RECOVERY (1967)
 JU2604
 JU2604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GMW)
 JU2604'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 JU2604'FOLLOWS--
 JU2604'
 JU2604'TO REACH THE STATION, UPON APPROACHING THE JUNCTION OF STATE
 JU2604'HIGHWAYS 37 AND 35 FROM THE WEST, TURN RIGHT (SOUTH) ON BAY VIEW
 JU2604'AVENUE, TURN RIGHT (WEST) ONTO DECADER STREET AND THE STATION ON
 JU2604'THE LEFT.
 JU2604'
 JU2604'THE STATION IS THE CENTER OF THE TOP OF A SILVER WATER TANK WITH
 JU2604'SIX SUPPORTS AND THE LEGEND SEASIDE PARK PAINTED IN BLACK LETTERS
 JU2604'ON THE NORTH AND SOUTH SIDES OF THE TANK.  THE TANK IS 130 FOOT
 JU2604'HIGH.  IT IS 50 FEET SOUTH OF THE CENTERLINE OF DECADER STREET
 JU2604'AND ABOUT 200 FEET WEST OF THE CENTERLINE OF BAY VIEW AVENUE.
 JU2604'
 JU2604'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2604'IN SEASIDE PARK.
 JU2604
 JU2604                          STATION RECOVERY (1967)
 JU2604
 JU2604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JKW)
 JU2604'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY V.B.M. IN
 JU2604'1962, WITH THE FOLLOWING CHANGE--THE TANK IS NOW GREEN.
 JU2604'
 JU2604'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2604'AT SEASIDE PARK.
 JU2604
 JU2604                          STATION RECOVERY (1984)
 JU2604
 JU2604'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 JU2604'STATION RECOVERED GOOD.
 JU2604'
 JU2604'STATION RECOVERED AS DESCRIBED BY J.K.W. IN 1967 THE TANK IS STILL
 JU2604'PAINTED GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0214 ***********************************************************************
 JU0214  DESIGNATION -  SEASIDE PARK RM 2
 JU0214  PID         -  JU0214
 JU0214  STATE/COUNTY-  NJ/OCEAN
 JU0214  USGS QUAD   -  SEASIDE PARK (1989)
 JU0214
 JU0214                         *CURRENT SURVEY CONTROL
 JU0214  ___________________________________________________________________
 JU0214* NAD 83(1986)-  39 54 50.     (N)    074 04 58.     (W)     SCALED    
 JU0214* NAVD 88     -         1.12   (+/-2cm)       3.7    (feet)  VERTCON   
 JU0214  ___________________________________________________________________
 JU0214  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JU0214
 JU0214  VERT ORDER  -  ? (See Below)
 JU0214
 JU0214.The horizontal coordinates were scaled from a topographic map and have
 JU0214.an estimated accuracy of +/- 6 seconds.
 JU0214
 JU0214.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU0214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU0214.The vertical order pertains to the NGVD 29 superseded value.
 JU0214
 JU0214.The geoid height was determined by GEOID03.
 JU0214
 JU0214;                    North         East    Units  Estimated Accuracy
 JU0214;SPC NJ       -   120,040.      185,670.      MT  (+/- 180 meters Scaled)
 JU0214
 JU0214                          SUPERSEDED SURVEY CONTROL
 JU0214
 JU0214  NGVD 29 (??/??/??)    1.481  (m)            4.86   (f) ADJUSTED    ?  
 JU0214
 JU0214.Superseded values are not recommended for survey control.
 JU0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0214.See file dsdata.txt to determine how the superseded data were derived.
 JU0214
 JU0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK783186(NAD 83)
 JU0214_MARKER: DR = REFERENCE MARK DISK
 JU0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0214_STAMPING: SEASIDE PARK NO 2 1932
 JU0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0214+STABILITY: SURFACE MOTION
 JU0214
 JU0214  HISTORY     - Date     Condition        Report By
 JU0214  HISTORY     - 1932     MONUMENTED       CGS
 JU0214  HISTORY     - 1951     GOOD             CGS
 JU0214  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0214
 JU0214                          STATION DESCRIPTION
 JU0214
 JU0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JU0214'AT SEASIDE PARK.
 JU0214'THE RAILROAD TRACK HAS BEEN REMOVED.  THE MARK IS 71.4 FEET
 JU0214'SOUTHEAST OF THE SOUTHEAST CORNER OF CONCRETE BLOCK PUMPING
 JU0214'STATION.  ORIGINAL DESCRIPTION-- A STANDARD TRIANGULATION
 JU0214'STATION REFERENCE MARK DISK, STAMPED SEASIDE PARK NO. 2 1932,
 JU0214'IN CONCRETE POST ABOUT 80 YARDS EAST OF TRIANGULATION STATION
 JU0214'SEASIDE PARK AND ABOUT 16 FEET NORTH OF NORTH RAIL OF THE TRACK
 JU0214'OF THE CENTRAL RAILROAD OF NEW JERSEY.
 JU0214
 JU0214                          STATION RECOVERY (1987)
 JU0214
 JU0214'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0215 ***********************************************************************
 JU0215  DESIGNATION -  SEASIDE PARK RM 3
 JU0215  PID         -  JU0215
 JU0215  STATE/COUNTY-  NJ/OCEAN
 JU0215  USGS QUAD   -  SEASIDE PARK (1989)
 JU0215
 JU0215                         *CURRENT SURVEY CONTROL
 JU0215  ___________________________________________________________________
 JU0215* NAD 83(1986)-  39 54 50.     (N)    074 04 58.     (W)     SCALED    
 JU0215* NAVD 88     -         1.80   (+/-2cm)       5.9    (feet)  VERTCON   
 JU0215  ___________________________________________________________________
 JU0215  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JU0215
 JU0215  VERT ORDER  -  ? (See Below)
 JU0215
 JU0215.The horizontal coordinates were scaled from a topographic map and have
 JU0215.an estimated accuracy of +/- 6 seconds.
 JU0215
 JU0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU0215.The vertical order pertains to the NGVD 29 superseded value.
 JU0215
 JU0215.The geoid height was determined by GEOID03.
 JU0215
 JU0215;                    North         East    Units  Estimated Accuracy
 JU0215;SPC NJ       -   120,040.      185,670.      MT  (+/- 180 meters Scaled)
 JU0215
 JU0215                          SUPERSEDED SURVEY CONTROL
 JU0215
 JU0215  NGVD 29 (??/??/??)    2.160  (m)            7.09   (f) ADJUSTED    ?  
 JU0215
 JU0215.Superseded values are not recommended for survey control.
 JU0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0215.See file dsdata.txt to determine how the superseded data were derived.
 JU0215
 JU0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK783186(NAD 83)
 JU0215_MARKER: DR = REFERENCE MARK DISK
 JU0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0215_STAMPING: SEASIDE PARK NO 3 1932
 JU0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0215+STABILITY: SURFACE MOTION
 JU0215
 JU0215  HISTORY     - Date     Condition        Report By
 JU0215  HISTORY     - 1932     MONUMENTED       CGS
 JU0215  HISTORY     - 1951     GOOD             CGS
 JU0215  HISTORY     - 1984     GOOD             LOCENG
 JU0215  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU0215  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0215
 JU0215                          STATION DESCRIPTION
 JU0215
 JU0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JU0215'AT SEASIDE PARK.
 JU0215'MARK IS 2.0 FEET SOUTHEAST OF POLE 40039 AND 0.5 FEET BELOW THE
 JU0215'SURFACE OF THE GROUND.  ORIGINAL DESCRIPTION-- A STANDARD
 JU0215'TRIANGULATION STATION REFERENCE MARK DISK, STAMPED SEASIDE
 JU0215'PARK NO. 3 1932, IN CONCRETE POST ABOUT 0.5 FOOT ABOVE GROUND,
 JU0215'ON EAST SIDE OF CONTINUATION OF CENTRAL AVENUE OF SEASIDE PARK,
 JU0215'0.7 MILE SOUTH OF FIFTH AVENUE RAILROAD CROSSING AT SEASIDE
 JU0215'PARK.
 JU0215
 JU0215                          STATION RECOVERY (1984)
 JU0215
 JU0215'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984
 JU0215'RM - 3 1932 FOUND GOOD.
 JU0215
 JU0215                          STATION RECOVERY (1984)
 JU0215
 JU0215'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0215'MARK NOT FOUND.
 JU0215
 JU0215                          STATION RECOVERY (1987)
 JU0215
 JU0215'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0019 ***********************************************************************
 JU0019  DESIGNATION -  SEASIDE PARK RM 4
 JU0019  PID         -  JU0019
 JU0019  STATE/COUNTY-  NJ/OCEAN
 JU0019  USGS QUAD   -  SEASIDE PARK (1989)
 JU0019
 JU0019                         *CURRENT SURVEY CONTROL
 JU0019  ___________________________________________________________________
 JU0019* NAD 83(1996)-  39 54 50.40547(N)    074 04 58.10380(W)     ADJUSTED  
 JU0019* NAVD 88     -         0.985  (meters)       3.23   (feet)  ADJUSTED  
 JU0019  ___________________________________________________________________
 JU0019  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 JU0019  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JU0019  DYNAMIC HT  -           0.985 (meters)       3.23  (feet)  COMP
 JU0019  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 JU0019
 JU0019  HORZ ORDER  -  THIRD
 JU0019  VERT ORDER  -  FIRST     CLASS I
 JU0019
 JU0019.The horizontal coordinates were established by classical geodetic methods
 JU0019.and adjusted by the National Geodetic Survey in September 1999..
 JU0019.No horizontal observational check was made to the station.
 JU0019
 JU0019.The orthometric height was determined by differential leveling
 JU0019.and adjusted by the National Geodetic Survey in June 1991..
 JU0019
 JU0019.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0019
 JU0019.The geoid height was determined by GEOID03.
 JU0019
 JU0019.The dynamic height is computed by dividing the NAVD 88
 JU0019.geopotential number by the normal gravity value computed on the
 JU0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0019.degrees latitude (g = 980.6199 gals.).
 JU0019
 JU0019.The modeled gravity was interpolated from observed gravity values.
 JU0019
 JU0019;                    North         East     Units Scale Factor Converg.
 JU0019;SPC NJ       -   120,049.943   185,666.894   MT  0.99991566   +0 16 03.7
 JU0019;SPC NJ       -   393,863.85    609,142.13   sFT  0.99991566   +0 16 03.7
 JU0019;UTM  18      - 4,418,614.905   578,390.078   MT  0.99967565   +0 35 18.7
 JU0019
 JU0019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0019!SPC NJ       -   1.00000504  x   0.99991566  =   0.99992070
 JU0019!UTM  18      -   1.00000504  x   0.99967565  =   0.99968069
 JU0019
 JU0019                          SUPERSEDED SURVEY CONTROL
 JU0019
 JU0019  NAD 83(1986)-  39 54 50.39872(N)    074 04 58.09882(W) AD(       ) 3
 JU0019  NGVD 29 (04/16/92)    1.336  (m)            4.38   (f) ADJUSTED    1 1
 JU0019
 JU0019.Superseded values are not recommended for survey control.
 JU0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0019.See file dsdata.txt to determine how the superseded data were derived.
 JU0019
 JU0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7839018615(NAD 83)
 JU0019_MARKER: DR = REFERENCE MARK DISK
 JU0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0019_STAMPING: SEASIDE PARK NO 4 1932
 JU0019_MARK LOGO: CGS   
 JU0019_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0019+STABILITY: SURFACE MOTION
 JU0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0019+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1998
 JU0019
 JU0019  HISTORY     - Date     Condition        Report By
 JU0019  HISTORY     - 1932     MONUMENTED       CGS
 JU0019  HISTORY     - 1964     GOOD             CGS
 JU0019  HISTORY     - 1984     GOOD             NGS
 JU0019  HISTORY     - 1984     GOOD             USPSQD
 JU0019  HISTORY     - 1987     GOOD             USPSQD
 JU0019  HISTORY     - 1987     GOOD             USPSQD
 JU0019  HISTORY     - 1987     GOOD             USPSQD
 JU0019  HISTORY     - 1990     GOOD             USPSQD
 JU0019  HISTORY     - 19981028 GOOD             NJGS
 JU0019
 JU0019                          STATION DESCRIPTION
 JU0019
 JU0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0019'AT SEASIDE PARK.
 JU0019'AT SEASIDE PARK, 0.35 MILE SOUTH ALONG CENTRAL AVENUE FROM THE
 JU0019'MUNICIPAL BUILDING, THENCE ABOUT 0.15 MILE WEST ALONG 13TH
 JU0019'STREET, NEAR THE SEASIDE PARK WATER WORKS, 154 FEET WEST OF THE
 JU0019'CENTER LINE OF BARNEGAT AVENUE, 2.1 FEET SOUTH OF THE SOUTH
 JU0019'CURB OF 13TH STREET, 1.8 FEET NORTH OF THE NORTH EDGE OF
 JU0019'SIDEWALK, ABOUT LEVEL WITH 13TH STREET AND SET IN THE TOP OF A
 JU0019'CONCRETE POST PROJECTING 0.1 FOOT.
 JU0019
 JU0019                          STATION RECOVERY (1984)
 JU0019
 JU0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JU0019'RECOVERED IN GOOD CONDITION.
 JU0019
 JU0019                          STATION RECOVERY (1984)
 JU0019
 JU0019'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0019'MARK IS APPROX. 24 FEET WEST OF UTILITY POLE JC 511 SSP.
 JU0019
 JU0019                          STATION RECOVERY (1987)
 JU0019
 JU0019'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0019'RECOVERED IN GOOD CONDITION.
 JU0019
 JU0019                          STATION RECOVERY (1987)
 JU0019
 JU0019'RECOVERY NOTE BY US POWER SQUADRON 1987 (JMF)
 JU0019'RECOVERED IN GOOD CONDITION.
 JU0019
 JU0019                          STATION RECOVERY (1987)
 JU0019
 JU0019'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0019'RECOVERED IN GOOD CONDITION.
 JU0019
 JU0019                          STATION RECOVERY (1990)
 JU0019
 JU0019'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 JU0019'RECOVERED IN GOOD CONDITION.
 JU0019
 JU0019                          STATION RECOVERY (1998)
 JU0019
 JU0019'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU0019'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2614 ***********************************************************************
 JU2614  DESIGNATION -  SEASIDE PARK SHORE WATER TANK
 JU2614  PID         -  JU2614
 JU2614  STATE/COUNTY-  NJ/OCEAN
 JU2614  USGS QUAD   -  SEASIDE PARK (1989)
 JU2614
 JU2614                         *CURRENT SURVEY CONTROL
 JU2614  ___________________________________________________________________
 JU2614* NAD 83(1996)-  39 54 22.44168(N)    074 04 56.25456(W)     ADJUSTED  
 JU2614* NAVD 88     -                                                        
 JU2614  ___________________________________________________________________
 JU2614  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 JU2614  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JU2614
 JU2614  HORZ ORDER  -  THIRD
 JU2614
 JU2614.The horizontal coordinates were established by classical geodetic methods
 JU2614.and adjusted by the National Geodetic Survey in September 1999..
 JU2614
 JU2614
 JU2614.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2614
 JU2614.The geoid height was determined by GEOID03.
 JU2614
 JU2614;                    North         East     Units Scale Factor Converg.
 JU2614;SPC NJ       -   119,187.758   185,714.843   MT  0.99991570   +0 16 04.7
 JU2614;SPC NJ       -   391,035.17    609,299.45   sFT  0.99991570   +0 16 04.7
 JU2614;UTM  18      - 4,417,753.208   578,442.842   MT  0.99967575   +0 35 19.6
 JU2614
 JU2614                          SUPERSEDED SURVEY CONTROL
 JU2614
 JU2614  NAD 83(1986)-  39 54 22.43406(N)    074 04 56.25028(W) AD(       ) 4
 JU2614  NAD 27      -  39 54 22.00000(N)    074 04 57.76500(W) AD(       ) 3
 JU2614
 JU2614.Superseded values are not recommended for survey control.
 JU2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2614.See file dsdata.txt to determine how the superseded data were derived.
 JU2614
 JU2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7844317753(NAD 83)
 JU2614_MARKER: 53 = ELEVATED TANK
 JU2614
 JU2614  HISTORY     - Date     Condition        Report By
 JU2614  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2614  HISTORY     - 1967     GOOD             CGS
 JU2614  HISTORY     - 1984     GOOD             USPSQD
 JU2614  HISTORY     - 1984     GOOD             NGS
 JU2614
 JU2614                          STATION DESCRIPTION
 JU2614
 JU2614'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2614'THE STATION IS THE CENTER OF THE TOP OF A FOUR LEGGED STEEL
 JU2614'TANK PAINTED SILVER WITH THE NAME SHORE WATER CO IN BLACK
 JU2614'LETTERS ON THE NORTH SIDE OF THE TANK.  THE OVERALL HEIGHT IS
 JU2614'APPROXIMATELY 135 FEET.  IT IS LOCATED NEAR THE SOUTH EDGE OF
 JU2614'SEASIDE PARK AND JUST NORTH OF THE NORTH ENTRANCE TO ISLAND
 JU2614'BEACH STATE PARK ON LONG BEACH ISLAND.
 JU2614
 JU2614                          STATION RECOVERY (1967)
 JU2614
 JU2614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GMW)
 JU2614'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 JU2614'FOLLOWS--
 JU2614'
 JU2614'TO REACH THE STATION FROM THE INTERSECTION OF STATE
 JU2614'HIGHWAYS 35 AND 37 PROCEED SOUTH ALONG CENTRAL AVENUE FOR ABOUT
 JU2614'2-1/2 MILES.  TURN RIGHT AT 23RD STREET FOR 1/2 BLOCK AND THE
 JU2614'STATION ON THE LEFT.
 JU2614'
 JU2614'THE STATION IS THE CENTER OF THE TOP OF A FOUR LEGGED STEEL
 JU2614'TANK PAINTED SILVER WITH LEGEND SHORE WATER CO. IN BLACK LETTERS
 JU2614'ON THE NORTH SIDE.  THE TANK IS 121 FOOT HIGH.  IT IS 110 FEET
 JU2614'SOUTH OF THE CENTERLINE OF 23RD STREET AND ABOUT 100 YARDS WEST
 JU2614'OF CENTRAL AVENUE.
 JU2614'
 JU2614'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2614'IN SOUTH SEASIDE PARK.
 JU2614
 JU2614                          STATION RECOVERY (1984)
 JU2614
 JU2614'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 JU2614'STATION RECOVERED GOOD.
 JU2614'
 JU2614'RECOVERED IN GOOD CONDITION.  CHANGE REFERENCE FROM 23 RD STREET TO
 JU2614'23 RD AVENUE.  TANK IS NOW PAINTED WHITE WITH BLACK LETTERS SHORE
 JU2614'WATER CO, IN BLACK LETTERS ON NORTHSIDE.
 JU2614
 JU2614                          STATION RECOVERY (1984)
 JU2614
 JU2614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 JU2614'THE STATION WAS RECOVERED AT THIS DATE.
 JU2614'RECOVERED AS DESCRIBED IN 1967 BY G M WARD.
 JU2614'
 JU2614'DESCRIBED BY R G POUST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2580 ***********************************************************************
 JU2580  DESIGNATION -  SEASIDE PARK WATER TANK
 JU2580  PID         -  JU2580
 JU2580  STATE/COUNTY-  NJ/OCEAN
 JU2580  USGS QUAD   -  SEASIDE PARK (1989)
 JU2580
 JU2580                         *CURRENT SURVEY CONTROL
 JU2580  ___________________________________________________________________
 JU2580* NAD 83(1996)-  39 54 52.15304(N)    074 04 57.89616(W)     ADJUSTED  
 JU2580* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 JU2580  ___________________________________________________________________
 JU2580  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 JU2580  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JU2580
 JU2580  HORZ ORDER  -  THIRD
 JU2580
 JU2580.The horizontal coordinates were established by classical geodetic methods
 JU2580.and adjusted by the National Geodetic Survey in September 1999..
 JU2580
 JU2580.The orthometric height was scaled from a topographic map.
 JU2580
 JU2580.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2580
 JU2580.The geoid height was determined by GEOID03.
 JU2580
 JU2580;                    North         East     Units Scale Factor Converg.
 JU2580;SPC NJ       -   120,103.861   185,671.573   MT  0.99991566   +0 16 03.8
 JU2580;SPC NJ       -   394,040.75    609,157.49   sFT  0.99991566   +0 16 03.8
 JU2580;UTM  18      - 4,418,668.834   578,394.454   MT  0.99967566   +0 35 18.9
 JU2580
 JU2580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2580!SPC NJ       -   1.00000368  x   0.99991566  =   0.99991934
 JU2580!UTM  18      -   1.00000368  x   0.99967566  =   0.99967934
 JU2580
 JU2580:                Primary Azimuth Mark                     Grid Az
 JU2580:SPC NJ       -  SEASIDE HEIGHTS STANDPIPE                007 31 38.2
 JU2580:UTM  18      -  SEASIDE HEIGHTS STANDPIPE                007 12 23.1
 JU2580
 JU2580|---------------------------------------------------------------------|
 JU2580| PID    Reference Object                     Distance      Geod. Az  |
 JU2580|                                                           dddmmss.s |
 JU2580| JU2600 SEASIDE HEIGHTS STANDPIPE           APPROX. 3.3 KM 0074742.0 |
 JU2580| JU2601 SEASIDE HEIGHTS WATER TANK          APPROX. 3.2 KM 0081116.7 |
 JU2580| JU2587 LAVALLETTE STANDPIPE                APPROX. 6.1 KM 0090546.1 |
 JU2580| JU2617 ISLAND BEACH CG LOOKOUT SPIRE       APPROX. 2.1 KM 1775742.4 |
 JU2580| JU2620 CEDAR CREEK CG STATION              APPROX. 6.9 KM 1830913.9 |
 JU2580| JU2612 PENN                                APPROX. 3.1 KM 2831123.5 |
 JU2580|---------------------------------------------------------------------|
 JU2580
 JU2580                          SUPERSEDED SURVEY CONTROL
 JU2580
 JU2580  NAD 83(1986)-  39 54 52.14586(N)    074 04 57.89025(W) AD(       ) 3
 JU2580  NAD 27      -  39 54 51.71500(N)    074 04 59.40700(W) AD(       ) 3
 JU2580
 JU2580.Superseded values are not recommended for survey control.
 JU2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2580.See file dsdata.txt to determine how the superseded data were derived.
 JU2580
 JU2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7839418669(NAD 83)
 JU2580_MARKER: 53 = ELEVATED TANK
 JU2580
 JU2580  HISTORY     - Date     Condition        Report By
 JU2580  HISTORY     - 1926     FIRST OBSERVED   CGS
 JU2580  HISTORY     - 1935     GOOD             CGS
 JU2580  HISTORY     - 1962     GOOD             CGS
 JU2580  HISTORY     - 1962     GOOD             CGS
 JU2580  HISTORY     - 1967     GOOD             CGS
 JU2580  HISTORY     - 1984     GOOD             USPSQD
 JU2580
 JU2580                          STATION DESCRIPTION
 JU2580
 JU2580'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (WHB)
 JU2580'STATION SEASIDE PARK WATER TANK IS IN SEASIDE PARK, NEW JERSEY,
 JU2580'PROPERTY OF THE BOROUGH, AND LOCATED AT THE INTERSECTION OF
 JU2580'BARNEGAT AND TWELFTH AVENUES.  THE TANK IS BOWL-SHAPED, SUPPORTED
 JU2580'BY A STEEL TOWER, AND STANDS ABOUT 110 FEET IN HEIGHT.  THE
 JU2580'STATION IS THE CENTER OF THE BALL FINIAL.
 JU2580
 JU2580                          STATION RECOVERY (1935)
 JU2580
 JU2580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2580'STATION WAS LOCATED IN 1926 BY W.H. BAINBRIDGE AND IN 1932 BY
 JU2580'C.D. MEANEY.  IT WAS RELOCATED BY THIS PARTY AS AN INTERSECTION
 JU2580'TRIANGULATION STATION.  IT IS LOCATED ON THE E SIDE OF BARNEGAT
 JU2580'BAY, ON ISLAND BEACH IN THE TOWN OF SEASIDE PARK, BETWEEN TWELFTH
 JU2580'AND THIRTEENTH AVENUES, NEAR BARNEGAT AVENUE.  THE STATION IS
 JU2580'THE BALL FINIAL ON TOP OF THE SILVER-COLORED ELEVATED TANK OF
 JU2580'THE BOROUGH OF SEASIDE PARK AND THE TANK HAS THE NAME, SEASIDE
 JU2580'PARK, PAINTED ON IT.
 JU2580'
 JU2580'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
 JU2580
 JU2580                          STATION RECOVERY (1962)
 JU2580
 JU2580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2580'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 JU2580'DESCRIPTIONS ARE ADEQUATE.  A TRAVERSE CONNECTION WAS MADE TO
 JU2580'TRIANGULATION STATION SEASIDE PARK 1932.  THE DISTANCE IS 114.43
 JU2580'FEET AND 34.878 METERS.
 JU2580
 JU2580                          STATION RECOVERY (1962)
 JU2580
 JU2580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2580'RECOVERED IN GOOD CONDITION AS DESCRIBED.  A NEW 6-LEGGED TANK
 JU2580'1.5 MILES NORTH OF THIS ONE, BUILT IN 1959 HAS SEASIDE PARK
 JU2580'LETTERED IT.
 JU2580
 JU2580                          STATION RECOVERY (1967)
 JU2580
 JU2580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GMW)
 JU2580'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1935 EXCEPT
 JU2580'THE TANK IS NOW LIGHT BLUE AND HAS THE LEGEND RELAX IN SEASIDE
 JU2580'PARK ON THE NORTH AND SOUTH SIDES.  THE TANK IS 165 FOOT HIGH.
 JU2580'
 JU2580'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2580'IN DOWNTOWN SEASIDE PARK.
 JU2580
 JU2580                          STATION RECOVERY (1984)
 JU2580
 JU2580'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 JU2580'STATION FOUND GOOD.
 JU2580'
 JU2580'RECOVERED IN GOOD CONDITION - 5 LEGGED TOWER WITH LEGEND SEASIDE
 JU2580'PARK 08752 PAINTED IN BLACK ON BOTH SOUTHEAST AND NORTH WEST FACES
 JU2580'OF THE TANK STILL LIGHT BLUE COLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2805 ***********************************************************************
 JU2805  DESIGNATION -  SEAVIEW COUNTRY CLUB STACK
 JU2805  PID         -  JU2805
 JU2805  STATE/COUNTY-  NJ/ATLANTIC
 JU2805  USGS QUAD   -  OCEANVILLE (1989)
 JU2805
 JU2805                         *CURRENT SURVEY CONTROL
 JU2805  ___________________________________________________________________
 JU2805* NAD 83(1996)-  39 26 59.58391(N)    074 28 28.22194(W)     ADJUSTED  
 JU2805* NAVD 88     -                                                        
 JU2805  ___________________________________________________________________
 JU2805  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 JU2805  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JU2805
 JU2805  HORZ ORDER  -  THIRD
 JU2805
 JU2805.The horizontal coordinates were established by classical geodetic methods
 JU2805.and adjusted by the National Geodetic Survey in September 1999..
 JU2805
 JU2805
 JU2805.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2805
 JU2805.The geoid height was determined by GEOID03.
 JU2805
 JU2805;                    North         East     Units Scale Factor Converg.
 JU2805;SPC NJ       -    68,441.849   152,194.172   MT  0.99990006   +0 00 58.3
 JU2805;SPC NJ       -   224,546.30    499,323.71   sFT  0.99990006   +0 00 58.3
 JU2805;UTM  18      - 4,366,834.421   545,214.001   MT  0.99962517   +0 20 02.1
 JU2805
 JU2805                          SUPERSEDED SURVEY CONTROL
 JU2805
 JU2805  NAD 83(1986)-  39 26 59.57416(N)    074 28 28.21661(W) AD(       ) 4
 JU2805  NAD 27      -  39 26 59.15200(N)    074 28 29.67500(W) AD(       ) 3
 JU2805
 JU2805.Superseded values are not recommended for survey control.
 JU2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2805.See file dsdata.txt to determine how the superseded data were derived.
 JU2805
 JU2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4521466834(NAD 83)
 JU2805_MARKER: 63 = STACK
 JU2805
 JU2805  HISTORY     - Date     Condition        Report By
 JU2805  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU2805  HISTORY     - 1971     GOOD             NGS
 JU2805
 JU2805                          STATION DESCRIPTION
 JU2805
 JU2805'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2805'STATION IS A YELLOW BRICK POWERHOUSE STACK APPROXIMATELY 175
 JU2805'FEET HIGH ON THE GROUNDS OF THE SEAVIEW COUNTRY CLUB AT ABSECON,
 JU2805'NEW JERSEY.
 JU2805
 JU2805                          STATION RECOVERY (1971)
 JU2805
 JU2805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU2805'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JU2805'
 JU2805'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2805'5 MILES NW OF ABSECON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2810 ***********************************************************************
 JU2810  DESIGNATION -  SEAVIEW COUNTRY CLUB STANDPIPE
 JU2810  PID         -  JU2810
 JU2810  STATE/COUNTY-  NJ/ATLANTIC
 JU2810  USGS QUAD   -  OCEANVILLE (1989)
 JU2810
 JU2810                         *CURRENT SURVEY CONTROL
 JU2810  ___________________________________________________________________
 JU2810* NAD 83(1996)-  39 26 58.43075(N)    074 28 28.81272(W)     ADJUSTED  
 JU2810* NAVD 88     -                                                        
 JU2810  ___________________________________________________________________
 JU2810  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 JU2810  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JU2810
 JU2810  HORZ ORDER  -  THIRD
 JU2810
 JU2810.The horizontal coordinates were established by classical geodetic methods
 JU2810.and adjusted by the National Geodetic Survey in September 1999..
 JU2810
 JU2810
 JU2810.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2810
 JU2810.The geoid height was determined by GEOID03.
 JU2810
 JU2810;                    North         East     Units Scale Factor Converg.
 JU2810;SPC NJ       -    68,406.285   152,180.058   MT  0.99990006   +0 00 57.9
 JU2810;SPC NJ       -   224,429.62    499,277.41   sFT  0.99990006   +0 00 57.9
 JU2810;UTM  18      - 4,366,798.789   545,200.088   MT  0.99962515   +0 20 01.7
 JU2810
 JU2810                          SUPERSEDED SURVEY CONTROL
 JU2810
 JU2810  NAD 83(1986)-  39 26 58.42104(N)    074 28 28.80734(W) AD(       ) 4
 JU2810  NAD 27      -  39 26 57.99800(N)    074 28 30.26600(W) AD(       ) 3
 JU2810
 JU2810.Superseded values are not recommended for survey control.
 JU2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2810.See file dsdata.txt to determine how the superseded data were derived.
 JU2810
 JU2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4520066799(NAD 83)
 JU2810_MARKER: 52 = STANDPIPE TANK
 JU2810
 JU2810  HISTORY     - Date     Condition        Report By
 JU2810  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU2810  HISTORY     - 1965     GOOD             CGS
 JU2810
 JU2810                          STATION DESCRIPTION
 JU2810
 JU2810'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2810'BLACK STANDPIPE ON THE GROUNDS OF THE SEAVIEW COUNTRY CLUB, IN
 JU2810'CLOSE PROXIMITY TO A YELLOW BRICK STACK.  TOP OF STANDPIPE IS
 JU2810'SURMOUNTED BY A WEATHERVANE.  STATION IS CENTER OF THE STANDPIPE.
 JU2810
 JU2810                          STATION RECOVERY (1965)
 JU2810
 JU2810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 JU2810'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2914 ***********************************************************************
 JU2914  DESIGNATION -  SEAVILLE
 JU2914  PID         -  JU2914
 JU2914  STATE/COUNTY-  NJ/CAPE MAY
 JU2914  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2914
 JU2914                         *CURRENT SURVEY CONTROL
 JU2914  ___________________________________________________________________
 JU2914* NAD 83(1996)-  39 12 11.02743(N)    074 41 51.88073(W)     ADJUSTED  
 JU2914* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2914  ___________________________________________________________________
 JU2914  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 JU2914  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 JU2914
 JU2914  HORZ ORDER  -  THIRD
 JU2914
 JU2914.The horizontal coordinates were established by classical geodetic methods
 JU2914.and adjusted by the National Geodetic Survey in September 1999..
 JU2914
 JU2914.The orthometric height was scaled from a topographic map.
 JU2914
 JU2914.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2914
 JU2914.The geoid height was determined by GEOID03.
 JU2914
 JU2914;                    North         East     Units Scale Factor Converg.
 JU2914;SPC NJ       -    41,060.389   132,920.864   MT  0.99990359   -0 07 30.0
 JU2914;SPC NJ       -   134,712.29    436,091.20   sFT  0.99990359   -0 07 30.0
 JU2914;UTM  18      - 4,339,354.626   526,097.870   MT  0.99960839   +0 11 27.8
 JU2914
 JU2914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2914!SPC NJ       -   1.00000521  x   0.99990359  =   0.99990880
 JU2914!UTM  18      -   1.00000521  x   0.99960839  =   0.99961359
 JU2914
 JU2914:                Primary Azimuth Mark                     Grid Az
 JU2914:SPC NJ       -  LUDLAM BEACH LIGHT                       165 51 46.8
 JU2914:UTM  18      -  LUDLAM BEACH LIGHT                       165 32 49.0
 JU2914
 JU2914|---------------------------------------------------------------------|
 JU2914| PID    Reference Object                     Distance      Geod. Az  |
 JU2914|                                                           dddmmss.s |
 JU2914| JU2912 LUDLAM BEACH LIGHT                  APPROX. 4.7 KM 1654416.8 |
 JU2914| JU2906 VIEW                                APPROX. 4.5 KM 2135343.8 |
 JU2914| CB2996 SEAVILLE RM 1                        29.594 METERS 30057     |
 JU2914| CB2997 SEAVILLE RM 2                        31.794 METERS 35039     |
 JU2914|---------------------------------------------------------------------|
 JU2914
 JU2914                          SUPERSEDED SURVEY CONTROL
 JU2914
 JU2914  NAD 83(1986)-  39 12 11.00885(N)    074 41 51.87894(W) AD(       ) 3
 JU2914  NAD 27      -  39 12 10.59800(N)    074 41 53.29900(W) AD(       ) 3
 JU2914
 JU2914.Superseded values are not recommended for survey control.
 JU2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2914.See file dsdata.txt to determine how the superseded data were derived.
 JU2914
 JU2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2609839355(NAD 83)
 JU2914_MARKER: DS = TRIANGULATION STATION DISK
 JU2914_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU2914_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU2914
 JU2914  HISTORY     - Date     Condition        Report By
 JU2914  HISTORY     - 1936     MONUMENTED       CGS
 JU2914  HISTORY     - 1950     GOOD             CGS
 JU2914
 JU2914                          STATION DESCRIPTION
 JU2914
 JU2914'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2914'LOCATED 1/2 MILE SE OF THE TOWN OF SEAVILLE ON THE W EDGE OF
 JU2914'MARSH.  THE STATION IS 90 YARDS SE OF THE END OF A NARROW
 JU2914'DIRT ROAD WHICH JOINS U.S. HIGHWAY NO.9 ABOUT 50 YARDS S OF
 JU2914'ITS JUNCTION WITH STATE HIGHWAY NO. 50.  THE STATION IS 20 YARDS
 JU2914'N OF AN OLD WIRE FENCE, 40 YARDS OUT FROM A FRINGE OF LOW
 JU2914'BRUSH THAT BORDERS THE MARSH AND NEAR THE INSHORE END OF THE
 JU2914'MOST NORTHERLY DRAINAGE DITCH IN THIS VICINITY.
 JU2914'
 JU2914'STATION IS MARKED BY A STANDARD DISK STAMPED SEAVILLE - 1936 SET
 JU2914'IN TOP OF A 10-INCH CONCRETE FILLED TILE WHICH PROJECTS 6
 JU2914'INCHES ABOVE GROUND.
 JU2914'
 JU2914'BOTH REFERENCE MARKS ARE LOCATED ABOUT 10 YARDS OUT IN THE MARSH
 JU2914'FROM THE FRINGE OF LOW BRUSH.  THEY ARE MARKED WITH STANDARD
 JU2914'DISKS STAMPED R.M.1 - SEAVILLE - 1936 AND R.M.2 - SEAVILLE - 1936
 JU2914'SET IN CONCRETE FILLED TILES WHICH PROJECT 6 INCHES ABOVE GROUND.
 JU2914
 JU2914                          STATION RECOVERY (1950)
 JU2914
 JU2914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2914'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE DISTANCES
 JU2914'TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE AND
 JU2914'FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 JU2914'AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5289 ***********************************************************************
 KV5289  DESIGNATION -  SEAWEED
 KV5289  PID         -  KV5289
 KV5289  STATE/COUNTY-  NJ/OCEAN
 KV5289  USGS QUAD   -  POINT PLEASANT (1989)
 KV5289
 KV5289                         *CURRENT SURVEY CONTROL
 KV5289  ___________________________________________________________________
 KV5289* NAD 83(1996)-  40 00 48.56283(N)    074 05 23.66386(W)     ADJUSTED  
 KV5289* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5289  ___________________________________________________________________
 KV5289  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 KV5289  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KV5289
 KV5289  HORZ ORDER  -  THIRD
 KV5289
 KV5289.The horizontal coordinates were established by classical geodetic methods
 KV5289.and adjusted by the National Geodetic Survey in September 1999..
 KV5289
 KV5289.The orthometric height was scaled from a topographic map.
 KV5289
 KV5289.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5289
 KV5289.The geoid height was determined by GEOID03.
 KV5289
 KV5289;                    North         East     Units Scale Factor Converg.
 KV5289;SPC NJ       -   131,092.638   185,009.114   MT  0.99991508   +0 15 49.2
 KV5289;SPC NJ       -   430,093.10    606,984.07   sFT  0.99991508   +0 15 49.2
 KV5289;UTM  18      - 4,429,651.085   577,670.581   MT  0.99967427   +0 35 06.7
 KV5289
 KV5289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5289!SPC NJ       -   1.00000508  x   0.99991508  =   0.99992016
 KV5289!UTM  18      -   1.00000508  x   0.99967427  =   0.99967935
 KV5289
 KV5289|---------------------------------------------------------------------|
 KV5289| PID    Reference Object                     Distance      Geod. Az  |
 KV5289|                                                           dddmmss.s |
 KV5289| CB6358 SEAWEED RM 1                         17.605 METERS 08858     |
 KV5289| KV5227 LIGHT STAND A                       APPROX. 0.9 KM 1050033.4 |
 KV5289| JU2583 CHADWICK COAST GUARD WATCH TWR      APPROX. 3.7 KM 1404530.3 |
 KV5289| JU2587 LAVALLETTE STANDPIPE                APPROX. 5.2 KM 1622320.3 |
 KV5289| JU2600 SEASIDE HEIGHTS STANDPIPE           APPROX. 7.8 KM 1721634.4 |
 KV5289| JU2585 LIGHT STAND B                       APPROX. 4.0 KM 2012848.2 |
 KV5289| CB6359 SEAWEED RM 2                         17.050 METERS 34121     |
 KV5289|---------------------------------------------------------------------|
 KV5289
 KV5289                          SUPERSEDED SURVEY CONTROL
 KV5289
 KV5289  NAD 83(1986)-  40 00 48.55650(N)    074 05 23.66006(W) AD(       ) 3
 KV5289  NAD 27      -  40 00 48.13500(N)    074 05 25.16700(W) AD(       ) 3
 KV5289
 KV5289.Superseded values are not recommended for survey control.
 KV5289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5289.See file dsdata.txt to determine how the superseded data were derived.
 KV5289
 KV5289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7767129651(NAD 83)
 KV5289
 KV5289  HISTORY     - Date     Condition        Report By
 KV5289  HISTORY     - 1935     MONUMENTED       CGS
 KV5289  HISTORY     - 1935     GOOD             CGS
 KV5289  HISTORY     - 1951     MARK NOT FOUND   CGS
 KV5289  HISTORY     - 1962     MARK NOT FOUND   CGS
 KV5289
 KV5289                          STATION DESCRIPTION
 KV5289
 KV5289'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 KV5289'STATION WAS LOCATED AND DESCRIBED AS A TOPOGRAPHIC STATION BUT
 KV5289'MARKED AS A TRIANGULATION STATION BY R.C. BOLSTEAD IN 1934.  IT
 KV5289'WAS RECOVERED AND RELOCATED AS A SECOND-ORDER TRIANGULATION
 KV5289'STATION BY THIS PARTY.  IT IS LOCATED AT THE N END OF BARNEGAT
 KV5289'BAY ON MEDEDECONK NECK, N OF THE MOUTH OF KETTLE CREEK ON
 KV5289'SEAWEED POINT.
 KV5289'
 KV5289'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 KV5289'CONCRETE.
 KV5289'
 KV5289'STATION IS MARKED BY STANDARD TRIANGULATION DISK STAMPED,
 KV5289'SEAWEED - 1934 AND 2 STANDARD DISK REFERENCE MARKS.
 KV5289'
 KV5289'TO REACH THE STATION BY LAND GO S FROM OSBORNSVILLE TO THE
 KV5289'END OF THE GRAVEL ROAD KNOWN AS MANDALAY ROAD.  THE STATION IS
 KV5289'ABOUT 30 FEET S OF THE RED AND WHITE HOUSE AT THE END OF THIS
 KV5289'ROAD.
 KV5289'
 KV5289'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
 KV5289
 KV5289                          STATION RECOVERY (1951)
 KV5289
 KV5289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV5289'STATION AND REFERENCE MARKS NOT RECOVERED AFTER A TWO-HOUR
 KV5289'SEARCH BY A TWO-MAN PARTY.  THE AREA AROUND THE HOUSE HAS BEEN
 KV5289'FILLED IN AND TRUNKS OF LARGE TREES HAVE BEEN PLACED ALONG THE
 KV5289'SHORE TO STOP THE EROSION.  THE STATION IS PROBABLY INTACT, BUT
 KV5289'DUE TO INSUFFICIENT REFERENCE MEASUREMENTS IT COULD NOT BE FOUND.
 KV5289
 KV5289                          STATION RECOVERY (1962)
 KV5289
 KV5289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5289'NOT RECOVERED.  THE SHORELINE IN THIS AREA IS ERODING SEVERAL
 KV5289'FEET EACH YEAR, ACCORDING TO LOCAL RESIDENTS WHO ASSISTED IN
 KV5289'THE RECOVERY ATTEMPT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7046 ***********************************************************************
 KV7046  DESIGNATION -  SEAWEED ECC
 KV7046  PID         -  KV7046
 KV7046  STATE/COUNTY-  NJ/OCEAN
 KV7046  USGS QUAD   -  POINT PLEASANT (1989)
 KV7046
 KV7046                         *CURRENT SURVEY CONTROL
 KV7046  ___________________________________________________________________
 KV7046* NAD 83(1996)-  40 00 47.21249(N)    074 05 07.38480(W)     ADJUSTED  
 KV7046* NAVD 88     -         0.8    (meters)       3.     (feet)  GPS OBS   
 KV7046  ___________________________________________________________________
 KV7046  X           -   1,341,339.146 (meters)                     COMP
 KV7046  Y           -  -4,704,252.911 (meters)                     COMP
 KV7046  Z           -   4,079,080.204 (meters)                     COMP
 KV7046  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 KV7046  ELLIP HEIGHT-         -32.28  (meters)          (10/23/02) GPS OBS
 KV7046  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV7046
 KV7046  HORZ ORDER  -  FIRST
 KV7046  ELLP ORDER  -  FOURTH    CLASS I
 KV7046
 KV7046.The horizontal coordinates were established by GPS observations
 KV7046.and adjusted by the National Geodetic Survey in May 1999..
 KV7046
 KV7046.The orthometric height was determined by GPS observations and a
 KV7046.high-resolution geoid model.
 KV7046
 KV7046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7046
 KV7046.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7046
 KV7046.The ellipsoidal height was determined by GPS observations
 KV7046.and is referenced to NAD 83.
 KV7046
 KV7046.The geoid height was determined by GEOID03.
 KV7046
 KV7046;                    North         East     Units Scale Factor Converg.
 KV7046;SPC NJ       -   131,052.780   185,395.343   MT  0.99991542   +0 15 59.7
 KV7046;SPC NJ       -   429,962.33    608,251.22   sFT  0.99991542   +0 15 59.7
 KV7046;UTM  18      - 4,429,613.404   578,056.934   MT  0.99967501   +0 35 17.1
 KV7046
 KV7046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7046!SPC NJ       -   1.00000506  x   0.99991542  =   0.99992048
 KV7046!UTM  18      -   1.00000506  x   0.99967501  =   0.99968007
 KV7046
 KV7046                          SUPERSEDED SURVEY CONTROL
 KV7046
 KV7046  ELLIP H (05/14/99)  -32.30   (m)                       GP(       ) 4 1
 KV7046  NAD 83(1986)-  40 00 47.21249(N)    074 05 07.38910(W) AD(       ) 1
 KV7046
 KV7046.Superseded values are not recommended for survey control.
 KV7046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7046.See file dsdata.txt to determine how the superseded data were derived.
 KV7046
 KV7046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7805729613(NAD 83)
 KV7046_MARKER: DD = SURVEY DISK
 KV7046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7046_SP_SET: CONCRETE POST
 KV7046_STAMPING: SEAWEED ECC
 KV7046_MARK LOGO: USE   
 KV7046_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7046+STABILITY: SURFACE MOTION
 KV7046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7046+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1993
 KV7046
 KV7046  HISTORY     - Date     Condition        Report By
 KV7046  HISTORY     - 1989     MONUMENTED       USE
 KV7046  HISTORY     - 19930426 GOOD             MCCRON
 KV7046
 KV7046                          STATION DESCRIPTION
 KV7046
 KV7046'DESCRIBED BY J R MCCRONE JR INCORPORATED 1993
 KV7046'STATION IS LOCATED IN BRICK TOWNSHIP ON SEAWEED POINT AT THE MOUTH OF
 KV7046'KETTLE CREEK ON THE WEST SHORE OF BARNEGAT BAY.
 KV7046'TO REACH STATION FROM THE JUNCTION OF CEDAR BRIDGE AVE.(COUNTY ROAD
 KV7046'528) AND BRICK BLVD.(COUNTY ROAD 549) GO 0.6 MI (0.97 KM) SOUTH ON
 KV7046'BRICK BLVD. TO THE JUNCTION WITH DRUM POINT ROAD. TURN LEFT AND GO
 KV7046'1.09 MI (1.75 KM) TO THE JUNCTION WITH HAMILTON ST. TURN LEFT ON
 KV7046'HAMILTON AND PROCEED TO THE JUNCTION WITH ROCHESTER ROAD. TURN RIGHT
 KV7046'AND GO 0.35 MI (0.56 KM) TO HOUSE NO. 77 AND THE STATION ON THE RIGHT
 KV7046'IN THE REAR YARD.
 KV7046'STATION IS LOCATED INSIDE A WOODEN BULKHEAD, 10.0 FT (3.05 M) WEST OF
 KV7046'THE EAST CORNER OF THE BULKHEAD, 39.5 FT (12.04 M) SOUTH OF THE
 KV7046'CORNER OF THE BULKHEAD NEAR THE CORNER OF A THREE CAR GARAGE, 57.0 FT
 KV7046'(17.37 M) SOUTH OF THE SOUTHERNMOST CORNER OF THE GARAGE AND 31.0 FT
 KV7046'(9.45 M) SOUTH OF THE SOUTHERNMOST CORNER OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0467 ***********************************************************************
 KV0467  DESIGNATION -  SEC
 KV0467  PID         -  KV0467
 KV0467  STATE/COUNTY-  NJ/BERGEN
 KV0467  USGS QUAD   -  WEEHAWKEN (1995)
 KV0467
 KV0467                         *CURRENT SURVEY CONTROL
 KV0467  ___________________________________________________________________
 KV0467* NAD 83(1996)-  40 47 57.02066(N)    074 04 11.15446(W)     ADJUSTED  
 KV0467* NAVD 88     -        12.840  (meters)      42.13   (feet)  ADJUSTED  
 KV0467  ___________________________________________________________________
 KV0467  LAPLACE CORR-           6.86  (seconds)                    DEFLEC99
 KV0467  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KV0467  DYNAMIC HT  -          12.835 (meters)      42.11  (feet)  COMP
 KV0467  MODELED GRAV-     980,236.5   (mgal)                       NAVD 88
 KV0467
 KV0467  HORZ ORDER  -  SECOND
 KV0467  VERT ORDER  -  SECOND    CLASS 0
 KV0467
 KV0467.The horizontal coordinates were established by classical geodetic methods
 KV0467.and adjusted by the National Geodetic Survey in September 1999..
 KV0467
 KV0467.The orthometric height was determined by differential leveling
 KV0467.and adjusted by the National Geodetic Survey in June 1991..
 KV0467
 KV0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0467
 KV0467.The geoid height was determined by GEOID03.
 KV0467
 KV0467.The dynamic height is computed by dividing the NAVD 88
 KV0467.geopotential number by the normal gravity value computed on the
 KV0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0467.degrees latitude (g = 980.6199 gals.).
 KV0467
 KV0467.The modeled gravity was interpolated from observed gravity values.
 KV0467
 KV0467;                    North         East     Units Scale Factor Converg.
 KV0467;SPC NJ       -   218,336.558   186,303.958   MT  0.99991622   +0 16 52.0
 KV0467;SPC NJ       -   716,325.86    611,232.24   sFT  0.99991622   +0 16 52.0
 KV0467;SPC NY L     -    70,239.696   294,112.546   MT  0.99999529   -0 02 44.3
 KV0467;SPC NY L     -   230,444.74    964,934.24   sFT  0.99999529   -0 02 44.3
 KV0467;UTM  18      - 4,516,879.938   578,471.668   MT  0.99967579   +0 36 28.3
 KV0467
 KV0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0467!SPC NJ       -   1.00000300  x   0.99991622  =   0.99991922
 KV0467!SPC NY L     -   1.00000300  x   0.99999529  =   0.99999829
 KV0467!UTM  18      -   1.00000300  x   0.99967579  =   0.99967879
 KV0467
 KV0467:                Primary Azimuth Mark                     Grid Az
 KV0467:SPC NJ       -  CARLSTADT WRH N RADIO TOWER              022 42 05.0
 KV0467:SPC NY L     -  CARLSTADT WRH N RADIO TOWER              023 01 41.3
 KV0467:UTM  18      -  CARLSTADT WRH N RADIO TOWER              022 22 28.7
 KV0467
 KV0467|---------------------------------------------------------------------|
 KV0467| PID    Reference Object                     Distance      Geod. Az  |
 KV0467|                                                           dddmmss.s |
 KV0467| KV4092 CARLSTADT WRH N RADIO TOWER         APPROX. 1.5 KM 0225857.0 |
 KV0467| KV4057 CARLSTADT WRH S RADIO TOWER         APPROX. 1.4 KM 0305558.0 |
 KV0467| CB6360 SEC RM 1                             18.790 METERS 03823     |
 KV0467| KV4061 SECAUCUS SCHMITTS CHIMNEY           APPROX. 0.8 KM 0604334.5 |
 KV0467| KV4063 SECAUCUS SLIM BLACK STACK           APPROX. 1.0 KM 0760929.1 |
 KV0467| KV4079 SECAUCUS PUB SERV PWRHSE CHIM       APPROX. 0.6 KM 1171549.1 |
 KV0467| CB6361 SEC RM 2                             14.985 METERS 12800     |
 KV0467| KV4102 SECAUCUS HUDSON MENT HOSP CHIM      APPROX. 1.9 KM 1561340.5 |
 KV0467| KV4101 SECAUCUS ERIE RR TERMINAL CHIM      APPROX. 3.5 KM 1853322.6 |
 KV0467| KV4091 SECAUCUS ERIE RR EAST STACK         APPROX. 1.8 KM 2101012.6 |
 KV0467| KV4014 HACKENSACK R LACKAWANNA RR STK      APPROX. 2.9 KM 2161503.5 |
 KV0467| KV4085 HACKENSACK R ERIE RR TOWER H X      APPROX. 1.5 KM 2235020.0 |
 KV0467| KV4086 HACKENSACK R ERIE RR W STACK        APPROX. 1.5 KM 2280659.4 |
 KV0467| KV4064 KINGSLAND LACKAWANNA RR CHIM        APPROX. 3.8 KM 2731332.8 |
 KV0467| KV4062 KINGSLAND LACKAWANNA RR TANK        APPROX. 3.9 KM 2733845.4 |
 KV0467| KV3996 RUTHERFORD DICKENSON BLDG S FP      APPROX. 4.0 KM 3273118.3 |
 KV0467| KV4003 RUTHERFORD DICKENSON BLDG N FP      APPROX. 4.1 KM 3285501.1 |
 KV0467| KV3995 RUTHERFORD DICKENSON CO TANK        APPROX. 4.1 KM 3285945.1 |
 KV0467|---------------------------------------------------------------------|
 KV0467
 KV0467                          SUPERSEDED SURVEY CONTROL
 KV0467
 KV0467  NAD 83(1996)-  40 47 57.02058(N)    074 04 11.15453(W) AD(       ) 2
 KV0467  NAD 83(1996)-  40 47 57.01963(N)    074 04 11.15594(W) AD(       ) 2
 KV0467  NAD 83(1992)-  40 47 57.01863(N)    074 04 11.15693(W) AD(       ) 2
 KV0467  NAD 83(1986)-  40 47 57.02273(N)    074 04 11.15476(W) AD(       ) 2
 KV0467  NAD 27      -  40 47 56.66100(N)    074 04 12.64500(W) AD(       ) 2
 KV0467  NGVD 29 (??/??/??)   13.165  (m)           43.19   (f) ADJUSTED    2 0
 KV0467
 KV0467.Superseded values are not recommended for survey control.
 KV0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0467.See file dsdata.txt to determine how the superseded data were derived.
 KV0467
 KV0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7847216880(NAD 83)
 KV0467_MARKER: DS = TRIANGULATION STATION DISK
 KV0467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0467_SP_SET: BRIDGE SIDEWALK
 KV0467_STAMPING: SEC 1932
 KV0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0467
 KV0467  HISTORY     - Date     Condition        Report By
 KV0467  HISTORY     - 1932     MONUMENTED       CGS
 KV0467  HISTORY     - 1933     GOOD             CGS
 KV0467  HISTORY     - 1934     GOOD             CGS
 KV0467  HISTORY     - 1935     GOOD             NJGS
 KV0467  HISTORY     - 1962     GOOD             CGS
 KV0467  HISTORY     - 1967     MARK NOT FOUND   CGS
 KV0467
 KV0467                          STATION DESCRIPTION
 KV0467
 KV0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV0467'THIS STATION IS ON W SIDE OF THE HACKENSACK RIVER, ON THE
 KV0467'BRIDGE (UNDER CONSTRUCTION) WHICH CARRIES THE STATE HIGHWAY 3
 KV0467'ACROSS THE HACKENSACK RIVER APPROXIMATELY 3/4 MILE S OF
 KV0467'PATERSON PLANK ROAD.  IT IS LOCATED IN THE SE CORNER OF THE W
 KV0467'BRIDGE APPROACH, IN THE S SIDEWALK BETWEEN THE 4TH AND 5TH
 KV0467'CONCRETE RAILING POSTS FROM THE E EDGE OF THE W APPROACH.
 KV0467'
 KV0467'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KV0467'STAMPED SEC-1932 COUNTERSUNK SLIGHTLY BELOW THE SURFACE OF
 KV0467'THE SIDEWALK.  TWO STANDARD C. AND G.S. BRONZE REFERENCE DISKS
 KV0467'WERE SIMILARLY PLACED, REFERENCE MARK NO.1 TO THE N ON THE N
 KV0467'SIDEWALK OPPOSITE CENTER, AND REFERENCE MARK NO.2 TO THE E
 KV0467'ON THE S SIDEWALK.  ADDITIONAL REFERENCE MEASUREMENTS WERE
 KV0467'TAKEN AS FOLLOWS--
 KV0467'
 KV0467'NORMAL TO N EDGE OF S SIDEWALK--1.649 METERS
 KV0467'
 KV0467'TO NW CORNER OF 4TH POST OF CONCRETE RAILING--2.149 METERS
 KV0467'
 KV0467'NORMAL TO FACE OF CONCRETE RAILING TO S--0.832 METERS
 KV0467'
 KV0467'TO NE CORNER OF 5TH POST OF CONCRETE RAILING--1.969 METERS
 KV0467'
 KV0467'THERE IS SUFFICIENT ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD
 KV0467'SET-UPS ON THE CONCRETE SIDEWALKS.
 KV0467'
 KV0467'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 METERS.
 KV0467
 KV0467                          STATION RECOVERY (1933)
 KV0467
 KV0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV0467'RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH THE FOLLOWING
 KV0467'EXCEPTIONS AND ADDITIONS--
 KV0467'
 KV0467'REFERENCE MEASUREMENTS TO CORNERS OF 4TH AND 5TH POSTS OF
 KV0467'CONCRETE RAILING SHOULD BE DISCARDED AS TOO INDEFINITE.  THE
 KV0467'FOLLOWING ADDITIONAL REFERENCE MEASUREMENT WAS SECURED--
 KV0467'
 KV0467'NORMAL TO BASE OF 4TH METAL LAMPPOST FROM INSHORE
 KV0467'END--10.544 METERS.
 KV0467
 KV0467                          STATION RECOVERY (1934)
 KV0467
 KV0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV0467'RECOVERED, IN GOOD CONDITION, AS DESCRIBED, WITH THE FOLLOWING
 KV0467'EXCEPTION--THE BRIDGE AND ROAD ARE NOW COMPLETED AND OPEN TO
 KV0467'TRAFFIC.
 KV0467
 KV0467                          STATION RECOVERY (1935)
 KV0467
 KV0467'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1935
 KV0467'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KV0467
 KV0467                          STATION RECOVERY (1962)
 KV0467
 KV0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 KV0467'AT SEGACUS.
 KV0467'280 FEET NORTHWEST OF THE NORTHWEST END OF DRAW-SPAN OF THE
 KV0467'BRIDGE OVER HACKENSACK RIVER.  5 FEET SOUTHWEST OF THE SOUTHWEST
 KV0467'CURB OF BRIDGE, 3 FEET NORTHEAST OF THE CONCRETE BANNISTER AND 1
 KV0467'FOOT ABOVE THE HIGHWAY.  SET IN A DRILL HOLE IN THE SIDEWALK OF
 KV0467'BRIDGE.
 KV0467
 KV0467                          STATION RECOVERY (1967)
 KV0467
 KV0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KV0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0466 ***********************************************************************
 KV0466  DESIGNATION -  SEC RM 2
 KV0466  PID         -  KV0466
 KV0466  STATE/COUNTY-  NJ/BERGEN
 KV0466  USGS QUAD   -  WEEHAWKEN (1995)
 KV0466
 KV0466                         *CURRENT SURVEY CONTROL
 KV0466  ___________________________________________________________________
 KV0466* NAD 83(1986)-  40 47 56.     (N)    074 04 11.     (W)     SCALED    
 KV0466* NAVD 88     -        13.300  (meters)      43.64   (feet)  ADJUSTED  
 KV0466  ___________________________________________________________________
 KV0466  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KV0466  DYNAMIC HT  -          13.294 (meters)      43.62  (feet)  COMP
 KV0466  MODELED GRAV-     980,236.5   (mgal)                       NAVD 88
 KV0466
 KV0466  VERT ORDER  -  SECOND    CLASS 0
 KV0466
 KV0466.The horizontal coordinates were scaled from a topographic map and have
 KV0466.an estimated accuracy of +/- 6 seconds.
 KV0466
 KV0466.The orthometric height was determined by differential leveling
 KV0466.and adjusted by the National Geodetic Survey in June 1991..
 KV0466
 KV0466.The geoid height was determined by GEOID03.
 KV0466
 KV0466.The dynamic height is computed by dividing the NAVD 88
 KV0466.geopotential number by the normal gravity value computed on the
 KV0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0466.degrees latitude (g = 980.6199 gals.).
 KV0466
 KV0466.The modeled gravity was interpolated from observed gravity values.
 KV0466
 KV0466;                    North         East    Units  Estimated Accuracy
 KV0466;SPC NJ       -   218,310.      186,310.      MT  (+/- 180 meters Scaled)
 KV0466
 KV0466                          SUPERSEDED SURVEY CONTROL
 KV0466
 KV0466  NGVD 29 (??/??/??)   13.624  (m)           44.70   (f) ADJUSTED    2 0
 KV0466
 KV0466.Superseded values are not recommended for survey control.
 KV0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0466.See file dsdata.txt to determine how the superseded data were derived.
 KV0466
 KV0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL784168(NAD 83)
 KV0466_MARKER: DR = REFERENCE MARK DISK
 KV0466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0466_SP_SET: BRIDGE SIDEWALK
 KV0466_STAMPING: NO 2
 KV0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0466
 KV0466  HISTORY     - Date     Condition        Report By
 KV0466  HISTORY     - 1962     MONUMENTED       CGS
 KV0466  HISTORY     - 1962     GOOD             CGS
 KV0466  HISTORY     - 1967     MARK NOT FOUND   CGS
 KV0466
 KV0466                          STATION DESCRIPTION
 KV0466
 KV0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KV0466'AT SEGACUS.
 KV0466'270 FEET NORTHWEST OF THE NORTHWEST END OF DRAW-SPAN OF THE BRIDGE
 KV0466'OVER HACKENSACK RIVER.  5.5 FEET NORTH OF THE SECOND LIGHT POST
 KV0466'FROM THE NORTHWEST END OF THE BRIDGE, 5 FEET SOUTHWEST OF THE
 KV0466'SOUTHWEST CURB OF BRIDGE AND 1 FOOT ABOVE THE HIGHWAY.  SET IN
 KV0466'THE SIDEWALK OF THE BRIDGE.
 KV0466
 KV0466                          STATION RECOVERY (1967)
 KV0466
 KV0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KV0466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4091 ***********************************************************************
 KV4091  DESIGNATION -  SECAUCUS ERIE RR EAST STACK
 KV4091  PID         -  KV4091
 KV4091  STATE/COUNTY-  NJ/HUDSON
 KV4091  USGS QUAD   -  WEEHAWKEN (1995)
 KV4091
 KV4091                         *CURRENT SURVEY CONTROL
 KV4091  ___________________________________________________________________
 KV4091* NAD 83(1996)-  40 47 05.85391(N)    074 04 50.28536(W)     ADJUSTED  
 KV4091* NAVD 88     -                                                        
 KV4091  ___________________________________________________________________
 KV4091  LAPLACE CORR-           6.72  (seconds)                    DEFLEC99
 KV4091  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KV4091
 KV4091  HORZ ORDER  -  THIRD
 KV4091
 KV4091.The horizontal coordinates were established by classical geodetic methods
 KV4091.and adjusted by the National Geodetic Survey in September 1999..
 KV4091
 KV4091
 KV4091.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4091
 KV4091.The geoid height was determined by GEOID03.
 KV4091
 KV4091;                    North         East     Units Scale Factor Converg.
 KV4091;SPC NJ       -   216,753.916   185,394.299   MT  0.99991541   +0 16 26.2
 KV4091;SPC NJ       -   711,133.47    608,247.80   sFT  0.99991541   +0 16 26.2
 KV4091;SPC NY L     -    68,662.141   293,193.804   MT  0.99999554   -0 03 09.9
 KV4091;SPC NY L     -   225,269.04    961,920.01   sFT  0.99999554   -0 03 09.9
 KV4091;UTM  18      - 4,515,292.517   577,571.264   MT  0.99967406   +0 36 02.1
 KV4091
 KV4091                          SUPERSEDED SURVEY CONTROL
 KV4091
 KV4091  NAD 83(1996)-  40 47 05.85383(N)    074 04 50.28546(W) AD(       ) 4
 KV4091  NAD 83(1996)-  40 47 05.85286(N)    074 04 50.28700(W) AD(       ) 4
 KV4091  NAD 83(1992)-  40 47 05.85185(N)    074 04 50.28795(W) AD(       ) 4
 KV4091  NAD 83(1986)-  40 47 05.85555(N)    074 04 50.28675(W) AD(       ) 4
 KV4091  NAD 27      -  40 47 05.49400(N)    074 04 51.77500(W) AD(       ) 3
 KV4091
 KV4091.Superseded values are not recommended for survey control.
 KV4091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4091.See file dsdata.txt to determine how the superseded data were derived.
 KV4091
 KV4091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7757115293(NAD 83)
 KV4091_MARKER: 63 = STACK
 KV4091
 KV4091  HISTORY     - Date     Condition        Report By
 KV4091  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4091
 KV4091                          STATION DESCRIPTION
 KV4091
 KV4091'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4091'THE SMALL BLACK STACK, ON THE E SIDE OF THE HACKENSACK RIVER, IN
 KV4091'SECAUCUS E OF THE JACK-KNIFE DRAWBRIDGE OF THE ERIE RAILROAD
 KV4091'(MAIN LINE) AND S OF THE TRACK FILL, RISING FROM THE ROOF AND NEAR
 KV4091'THE E END OF THE BOILER HOUSE (A SMALL, BLACK, GABLE-TYPE, WOODEN
 KV4091'STRUCTURE SUPPLYING HEAT FOR FUNCTIONING OF THE SWITCHES).
 KV4091'
 KV4091'THE STATION IS THE STACK TOP, APPROXIMATELY 25 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4101 ***********************************************************************
 KV4101  DESIGNATION -  SECAUCUS ERIE RR TERMINAL CHIM
 KV4101  PID         -  KV4101
 KV4101  STATE/COUNTY-  NJ/HUDSON
 KV4101  USGS QUAD   -  WEEHAWKEN (1995)
 KV4101
 KV4101                         *CURRENT SURVEY CONTROL
 KV4101  ___________________________________________________________________
 KV4101* NAD 83(1996)-  40 46 03.41957(N)    074 04 25.68991(W)     ADJUSTED  
 KV4101* NAVD 88     -                                                        
 KV4101  ___________________________________________________________________
 KV4101  LAPLACE CORR-           6.64  (seconds)                    DEFLEC99
 KV4101  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KV4101
 KV4101  HORZ ORDER  -  THIRD
 KV4101
 KV4101.The horizontal coordinates were established by classical geodetic methods
 KV4101.and adjusted by the National Geodetic Survey in September 1999..
 KV4101
 KV4101
 KV4101.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4101
 KV4101.The geoid height was determined by GEOID03.
 KV4101
 KV4101;                    North         East     Units Scale Factor Converg.
 KV4101;SPC NJ       -   214,830.961   185,980.281   MT  0.99991593   +0 16 41.9
 KV4101;SPC NJ       -   704,824.58    610,170.31   sFT  0.99991593   +0 16 41.9
 KV4101;SPC NY L     -    66,735.722   293,768.860   MT  0.99999593   -0 02 53.8
 KV4101;SPC NY L     -   218,948.78    963,806.67   sFT  0.99999593   -0 02 53.8
 KV4101;UTM  18      - 4,513,373.396   578,168.054   MT  0.99967521   +0 36 17.4
 KV4101
 KV4101                          SUPERSEDED SURVEY CONTROL
 KV4101
 KV4101  NAD 83(1996)-  40 46 03.41947(N)    074 04 25.69001(W) AD(       ) 4
 KV4101  NAD 83(1996)-  40 46 03.41831(N)    074 04 25.69154(W) AD(       ) 4
 KV4101  NAD 83(1992)-  40 46 03.41736(N)    074 04 25.69255(W) AD(       ) 4
 KV4101  NAD 83(1986)-  40 46 03.42014(N)    074 04 25.69157(W) AD(       ) 4
 KV4101  NAD 27      -  40 46 03.05800(N)    074 04 27.18200(W) AD(       ) 3
 KV4101
 KV4101.Superseded values are not recommended for survey control.
 KV4101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4101.See file dsdata.txt to determine how the superseded data were derived.
 KV4101
 KV4101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7816813373(NAD 83)
 KV4101_MARKER: 85 = CHIMNEY
 KV4101
 KV4101  HISTORY     - Date     Condition        Report By
 KV4101  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4101  HISTORY     - 1934     GOOD             CGS
 KV4101
 KV4101                          STATION DESCRIPTION
 KV4101
 KV4101'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4101'STATION IS E OF THE HACKENSACK RIVER, IN SECAUCUS ON THE W
 KV4101'SIDE OF COUNTY ROAD 1/2 MILE N OF LAUREL HILL, IN THE SECAUCUS
 KV4101'TERMINAL OF THE ERIE RAILROAD, RISING FROM THE GROUND E OF THE
 KV4101'POWER HOUSE (AN ORANGE TILE BUILDING HAVING A SLIGHTLY SLOPING,
 KV4101'TAR AND GRAVEL ROOF).  THIS BUILDING IS ISOLATED AT THE SW CORNER
 KV4101'OF A GROUP OF SMALLER BUILDINGS.  THE STOCKY, YELLOW BRICK
 KV4101'CHIMNEY (5.1 METERS BASE DIAMETER) IS THE MOST PROMINENT LANDMARK
 KV4101'IN THE IMMEDIATE VICINITY.
 KV4101'
 KV4101'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 150 FEET ABOVE
 KV4101'GROUND.
 KV4101
 KV4101                          STATION RECOVERY (1934)
 KV4101
 KV4101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4101'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4094 ***********************************************************************
 KV4094  DESIGNATION -  SECAUCUS HOSP CONTAG DISE CHIM
 KV4094  PID         -  KV4094
 KV4094  STATE/COUNTY-  NJ/HUDSON
 KV4094  USGS QUAD   -  WEEHAWKEN (1995)
 KV4094
 KV4094                         *CURRENT SURVEY CONTROL
 KV4094  ___________________________________________________________________
 KV4094* NAD 83(1996)-  40 45 33.06036(N)    074 05 02.65886(W)     ADJUSTED  
 KV4094* NAVD 88     -                                                        
 KV4094  ___________________________________________________________________
 KV4094  LAPLACE CORR-           6.57  (seconds)                    DEFLEC99
 KV4094  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KV4094
 KV4094  HORZ ORDER  -  THIRD
 KV4094
 KV4094.The horizontal coordinates were established by classical geodetic methods
 KV4094.and adjusted by the National Geodetic Survey in September 1999..
 KV4094
 KV4094
 KV4094.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4094
 KV4094.The geoid height was determined by GEOID03.
 KV4094
 KV4094;                    North         East     Units Scale Factor Converg.
 KV4094;SPC NJ       -   213,890.399   185,117.778   MT  0.99991517   +0 16 17.6
 KV4094;SPC NJ       -   701,738.75    607,340.58   sFT  0.99991517   +0 16 17.6
 KV4094;SPC NY L     -    65,800.016   292,900.941   MT  0.99999615   -0 03 18.0
 KV4094;SPC NY L     -   215,878.89    960,959.17   sFT  0.99999615   -0 03 18.0
 KV4094;UTM  18      - 4,512,428.163   577,311.131   MT  0.99967357   +0 35 52.9
 KV4094
 KV4094                          SUPERSEDED SURVEY CONTROL
 KV4094
 KV4094  NAD 83(1996)-  40 45 33.06026(N)    074 05 02.65897(W) AD(       ) 4
 KV4094  NAD 83(1996)-  40 45 33.05913(N)    074 05 02.66067(W) AD(       ) 4
 KV4094  NAD 83(1992)-  40 45 33.05828(N)    074 05 02.66167(W) AD(       ) 4
 KV4094  NAD 83(1986)-  40 45 33.06109(N)    074 05 02.66116(W) AD(       ) 4
 KV4094  NAD 27      -  40 45 32.69900(N)    074 05 04.14900(W) AD(       ) 3
 KV4094
 KV4094.Superseded values are not recommended for survey control.
 KV4094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4094.See file dsdata.txt to determine how the superseded data were derived.
 KV4094
 KV4094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7731112428(NAD 83)
 KV4094_MARKER: 85 = CHIMNEY
 KV4094
 KV4094  HISTORY     - Date     Condition        Report By
 KV4094  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4094  HISTORY     - 1934     GOOD             CGS
 KV4094
 KV4094                          STATION DESCRIPTION
 KV4094
 KV4094'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4094'THE CHIMNEY E OF THE HACKENSACK RIVER, IN SECAUCUS ON LAUREL
 KV4094'HILL ON THE GROUNDS OF THE HOSPITAL FOR CONTAGIOUS DISEASES,
 KV4094'RISING FROM THE GROUND S OF THE POWER HOUSE (AN ISOLATED RED
 KV4094'BRICK, HIGH CEILING, BUILDING WITH AN IRREGULAR, FLAT ROOF,
 KV4094'THE SOUTHERNMOST STRUCTURE ON THE HILL).  IT IS A YELLOW BRICK
 KV4094'CHIMNEY.
 KV4094'
 KV4094'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 150 FEET ABOVE
 KV4094'GROUND.
 KV4094
 KV4094                          STATION RECOVERY (1934)
 KV4094
 KV4094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4094'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4098 ***********************************************************************
 KV4098  DESIGNATION -  SECAUCUS HUDSON GEN HOSP CHIM
 KV4098  PID         -  KV4098
 KV4098  STATE/COUNTY-  NJ/HUDSON
 KV4098  USGS QUAD   -  WEEHAWKEN (1995)
 KV4098
 KV4098                         *CURRENT SURVEY CONTROL
 KV4098  ___________________________________________________________________
 KV4098* NAD 83(1996)-  40 45 43.38031(N)    074 05 09.92993(W)     ADJUSTED  
 KV4098* NAVD 88     -                                                        
 KV4098  ___________________________________________________________________
 KV4098  LAPLACE CORR-           6.59  (seconds)                    DEFLEC99
 KV4098  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KV4098
 KV4098  HORZ ORDER  -  THIRD
 KV4098
 KV4098.The horizontal coordinates were established by classical geodetic methods
 KV4098.and adjusted by the National Geodetic Survey in September 1999..
 KV4098
 KV4098
 KV4098.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4098
 KV4098.The geoid height was determined by GEOID03.
 KV4098
 KV4098;                    North         East     Units Scale Factor Converg.
 KV4098;SPC NJ       -   214,207.902   184,945.745   MT  0.99991503   +0 16 12.9
 KV4098;SPC NJ       -   702,780.43    606,776.17   sFT  0.99991503   +0 16 12.9
 KV4098;SPC NY L     -    66,118.520   292,730.706   MT  0.99999608   -0 03 22.7
 KV4098;SPC NY L     -   216,923.84    960,400.66   sFT  0.99999608   -0 03 22.7
 KV4098;UTM  18      - 4,512,744.604   577,137.334   MT  0.99967324   +0 35 48.3
 KV4098
 KV4098                          SUPERSEDED SURVEY CONTROL
 KV4098
 KV4098  NAD 83(1996)-  40 45 43.38021(N)    074 05 09.93004(W) AD(       ) 4
 KV4098  NAD 83(1996)-  40 45 43.37920(N)    074 05 09.93177(W) AD(       ) 4
 KV4098  NAD 83(1992)-  40 45 43.37820(N)    074 05 09.93268(W) AD(       ) 4
 KV4098  NAD 83(1986)-  40 45 43.38086(N)    074 05 09.93209(W) AD(       ) 4
 KV4098  NAD 27      -  40 45 43.01600(N)    074 05 11.42300(W) AD(       ) 3
 KV4098
 KV4098.Superseded values are not recommended for survey control.
 KV4098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4098.See file dsdata.txt to determine how the superseded data were derived.
 KV4098
 KV4098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7713712745(NAD 83)
 KV4098_MARKER: 85 = CHIMNEY
 KV4098
 KV4098  HISTORY     - Date     Condition        Report By
 KV4098  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4098  HISTORY     - 1934     GOOD             CGS
 KV4098
 KV4098                          STATION DESCRIPTION
 KV4098
 KV4098'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4098'STATION IS E OF THE HACKENSACK RIVER, ON LAUREL HILL ON THE S
 KV4098'SIDE OF THE ROAD TO THE ALMS HOUSE, IN THE GROUNDS OF THE
 KV4098'HUDSON COUNTY GENERAL HOSPITAL, RISING FROM THE GROUND N OF THE
 KV4098'POWER HOUSE (A HIGH-CEILINGED, RED BRICK, STRUCTURE).  IT IS A
 KV4098'SHORT, SLIM, YELLOW BRICK CHIMNEY.
 KV4098'
 KV4098'THE STATION IS THE CHIMNEY TOP, 97 FEET ABOVE GROUND.
 KV4098
 KV4098                          STATION RECOVERY (1934)
 KV4098
 KV4098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4098'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4102 ***********************************************************************
 KV4102  DESIGNATION -  SECAUCUS HUDSON MENT HOSP CHIM
 KV4102  PID         -  KV4102
 KV4102  STATE/COUNTY-  NJ/HUDSON
 KV4102  USGS QUAD   -  WEEHAWKEN (1995)
 KV4102
 KV4102                         *CURRENT SURVEY CONTROL
 KV4102  ___________________________________________________________________
 KV4102* NAD 83(1996)-  40 47 00.32838(N)    074 03 38.30294(W)     ADJUSTED  
 KV4102* NAVD 88     -                                                        
 KV4102  ___________________________________________________________________
 KV4102  LAPLACE CORR-           6.82  (seconds)                    DEFLEC99
 KV4102  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KV4102
 KV4102  HORZ ORDER  -  THIRD
 KV4102
 KV4102.The horizontal coordinates were established by classical geodetic methods
 KV4102.and adjusted by the National Geodetic Survey in September 1999..
 KV4102
 KV4102
 KV4102.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4102
 KV4102.The geoid height was determined by GEOID03.
 KV4102
 KV4102;                    North         East     Units Scale Factor Converg.
 KV4102;SPC NJ       -   216,591.746   187,082.739   MT  0.99991692   +0 17 13.2
 KV4102;SPC NJ       -   710,601.42    613,787.29   sFT  0.99991692   +0 17 13.2
 KV4102;SPC NY L     -    68,490.334   294,881.427   MT  0.99999557   -0 02 22.8
 KV4102;SPC NY L     -   224,705.37    967,456.82   sFT  0.99999557   -0 02 22.8
 KV4102;UTM  18      - 4,515,140.012   579,260.196   MT  0.99967732   +0 36 49.0
 KV4102
 KV4102                          SUPERSEDED SURVEY CONTROL
 KV4102
 KV4102  NAD 83(1996)-  40 47 00.32829(N)    074 03 38.30303(W) AD(       ) 4
 KV4102  NAD 83(1996)-  40 47 00.32723(N)    074 03 38.30446(W) AD(       ) 4
 KV4102  NAD 83(1992)-  40 47 00.32622(N)    074 03 38.30546(W) AD(       ) 4
 KV4102  NAD 83(1986)-  40 47 00.32947(N)    074 03 38.30338(W) AD(       ) 4
 KV4102  NAD 27      -  40 46 59.96900(N)    074 03 39.79600(W) AD(       ) 3
 KV4102
 KV4102.Superseded values are not recommended for survey control.
 KV4102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4102.See file dsdata.txt to determine how the superseded data were derived.
 KV4102
 KV4102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7926015140(NAD 83)
 KV4102_MARKER: 85 = CHIMNEY
 KV4102
 KV4102  HISTORY     - Date     Condition        Report By
 KV4102  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4102  HISTORY     - 1956     GOOD             CGS
 KV4102
 KV4102                          STATION DESCRIPTION
 KV4102
 KV4102'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4102'THE CHIMNEY, E OF THE HACKENSACK RIVER, IN SECAUCUS ON THE W SIDE
 KV4102'OF COUNTY ROAD, ON THE PROPERTY OF THE HUDSON COUNTY HOSPITAL FOR
 KV4102'MENTAL DISEASES, RISING FROM THE GROUND S OF THE POWER HOUSE (AN
 KV4102'IRREGULARLY-SHAPED 1-STORY, RED BRICK BUILDING) AND N OF THE
 KV4102'MACHINE SHOP, (A 1 1/2-STORY, RED BRICK BUILDING).  THESE
 KV4102'STRUCTURES ARE THE MOST WESTERLY OF THE LARGE GROUP OF HOSPITAL
 KV4102'BUILDINGS AND ARE SEPARATED FROM THE OTHERS BY A CONCRETE ROAD
 KV4102'THAT CIRCLES THE PROPERTY.  THE LARGE RED BRICK CHIMNEY IS OF
 KV4102'4.0-METER BASE DIAMETER.
 KV4102'
 KV4102'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 175 FEET ABOVE
 KV4102'GROUND.
 KV4102
 KV4102                          STATION RECOVERY (1956)
 KV4102
 KV4102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 KV4102'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4093 ***********************************************************************
 KV4093  DESIGNATION -  SECAUCUS HUDSON PENITENT CHIM
 KV4093  PID         -  KV4093
 KV4093  STATE/COUNTY-  NJ/HUDSON
 KV4093  USGS QUAD   -  WEEHAWKEN (1995)
 KV4093
 KV4093                         *CURRENT SURVEY CONTROL
 KV4093  ___________________________________________________________________
 KV4093* NAD 83(1996)-  40 45 41.24994(N)    074 05 15.97918(W)     ADJUSTED  
 KV4093* NAVD 88     -                                                        
 KV4093  ___________________________________________________________________
 KV4093  LAPLACE CORR-           6.59  (seconds)                    DEFLEC99
 KV4093  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KV4093
 KV4093  HORZ ORDER  -  THIRD
 KV4093
 KV4093.The horizontal coordinates were established by classical geodetic methods
 KV4093.and adjusted by the National Geodetic Survey in September 1999..
 KV4093
 KV4093
 KV4093.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4093
 KV4093.The geoid height was determined by GEOID03.
 KV4093
 KV4093;                    North         East     Units Scale Factor Converg.
 KV4093;SPC NJ       -   214,141.525   184,804.183   MT  0.99991490   +0 16 08.9
 KV4093;SPC NJ       -   702,562.65    606,311.72   sFT  0.99991490   +0 16 08.9
 KV4093;SPC NY L     -    66,052.946   292,588.758   MT  0.99999609   -0 03 26.7
 KV4093;SPC NY L     -   216,708.71    959,934.95   sFT  0.99999609   -0 03 26.7
 KV4093;UTM  18      - 4,512,677.437   576,996.187   MT  0.99967297   +0 35 44.3
 KV4093
 KV4093                          SUPERSEDED SURVEY CONTROL
 KV4093
 KV4093  NAD 83(1996)-  40 45 41.24984(N)    074 05 15.97930(W) AD(       ) 4
 KV4093  NAD 83(1996)-  40 45 41.24888(N)    074 05 15.98106(W) AD(       ) 4
 KV4093  NAD 83(1992)-  40 45 41.24788(N)    074 05 15.98207(W) AD(       ) 4
 KV4093  NAD 83(1986)-  40 45 41.25024(N)    074 05 15.98177(W) AD(       ) 4
 KV4093  NAD 27      -  40 45 40.88800(N)    074 05 17.47200(W) AD(       ) 3
 KV4093
 KV4093.Superseded values are not recommended for survey control.
 KV4093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4093.See file dsdata.txt to determine how the superseded data were derived.
 KV4093
 KV4093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7699612677(NAD 83)
 KV4093_MARKER: 85 = CHIMNEY
 KV4093
 KV4093  HISTORY     - Date     Condition        Report By
 KV4093  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4093  HISTORY     - 1934     GOOD             CGS
 KV4093  HISTORY     - 1989     GOOD             USPSQD
 KV4093
 KV4093                          STATION DESCRIPTION
 KV4093
 KV4093'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4093'THE CHIMNEY, ON THE E SIDE OF THE HACKENSACK RIVER, IN
 KV4093'SECAUCUS ON THE W SIDE OF LAUREL HILL, IN THE GROUNDS OF THE
 KV4093'HUDSON COUNTY PENITENTIARY, RISING AT THE FOOT OF THE STEEP
 KV4093'CLIFF E OF THE POWER HOUSE (A RED BRICK, HIGH-CEILINGED BUILDING
 KV4093'WITH A WHITE CORRUGATED SHEETING ROOF).  IT IS A GRAY,
 KV4093'FLARED-TOP, CONCRETE CHIMNEY, THE ONLY ONE OF THIS TYPE ON LAUREL
 KV4093'HILL.
 KV4093'
 KV4093'THE STATION IS THE CHIMNEY TOP, 125 FEET ABOVE GROUND.
 KV4093
 KV4093                          STATION RECOVERY (1934)
 KV4093
 KV4093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4093'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV4093
 KV4093                          STATION RECOVERY (1989)
 KV4093
 KV4093'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV4093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4079 ***********************************************************************
 KV4079  DESIGNATION -  SECAUCUS PUB SERV PWRHSE CHIM
 KV4079  PID         -  KV4079
 KV4079  STATE/COUNTY-  NJ/HUDSON
 KV4079  USGS QUAD   -  WEEHAWKEN (1995)
 KV4079
 KV4079                         *CURRENT SURVEY CONTROL
 KV4079  ___________________________________________________________________
 KV4079* NAD 83(1996)-  40 47 47.72158(N)    074 03 47.41182(W)     ADJUSTED  
 KV4079* NAVD 88     -                                                        
 KV4079  ___________________________________________________________________
 KV4079  LAPLACE CORR-           6.92  (seconds)                    DEFLEC99
 KV4079  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KV4079
 KV4079  HORZ ORDER  -  THIRD
 KV4079
 KV4079.The horizontal coordinates were established by classical geodetic methods
 KV4079.and adjusted by the National Geodetic Survey in September 1999..
 KV4079
 KV4079
 KV4079.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4079
 KV4079.The geoid height was determined by GEOID03.
 KV4079
 KV4079;                    North         East     Units Scale Factor Converg.
 KV4079;SPC NJ       -   218,052.486   186,861.901   MT  0.99991672   +0 17 07.5
 KV4079;SPC NJ       -   715,393.86    613,062.75   sFT  0.99991672   +0 17 07.5
 KV4079;SPC NY L     -    69,952.424   294,668.904   MT  0.99999533   -0 02 28.7
 KV4079;SPC NY L     -   229,502.24    966,759.56   sFT  0.99999533   -0 02 28.7
 KV4079;UTM  18      - 4,516,599.120   579,031.087   MT  0.99967688   +0 36 43.7
 KV4079
 KV4079                          SUPERSEDED SURVEY CONTROL
 KV4079
 KV4079  NAD 83(1996)-  40 47 47.72150(N)    074 03 47.41190(W) AD(       ) 4
 KV4079  NAD 83(1996)-  40 47 47.72052(N)    074 03 47.41327(W) AD(       ) 4
 KV4079  NAD 83(1992)-  40 47 47.71952(N)    074 03 47.41425(W) AD(       ) 4
 KV4079  NAD 83(1986)-  40 47 47.72335(N)    074 03 47.41177(W) AD(       ) 4
 KV4079  NAD 27      -  40 47 47.34800(N)    074 03 48.90900(W) AD(       ) 3
 KV4079
 KV4079.Superseded values are not recommended for survey control.
 KV4079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4079.See file dsdata.txt to determine how the superseded data were derived.
 KV4079
 KV4079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7903116599(NAD 83)
 KV4079_MARKER: 85 = CHIMNEY
 KV4079
 KV4079  HISTORY     - Date     Condition        Report By
 KV4079  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4079  HISTORY     - 1934     GOOD             CGS
 KV4079
 KV4079                          STATION DESCRIPTION
 KV4079
 KV4079'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4079'THE TALL CHIMNEY E OF THE HACKENSACK RIVER, IN SECAUCUS
 KV4079'APPROXIMATELY 250 METERS E OF THE NEW BRIDGE OF STATE HIGHWAY 3
 KV4079'FROM SECAUCUS TO RUTHERFORD ON THE N SIDE OF THE HIGHWAY FILL FOR
 KV4079'SAME, ATOP THE PUBLIC SERVICE COMPANYS POWER HOUSE, RISING FROM
 KV4079'NEAR THE NW CORNER OF THE ROOF OF THIS DILAPIDATED, RED-BRICK,
 KV4079'FACTORY TYPE BUILDING.  IT IS A TALL, ORANGE CHIMNEY, THE
 KV4079'LARGEST IN THE VICINITY.
 KV4079'
 KV4079'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 200 FEET ABOVE
 KV4079'GROUND.
 KV4079
 KV4079                          STATION RECOVERY (1934)
 KV4079
 KV4079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4079'STATION RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED, WITH
 KV4079'THE FOLLOWING EXCEPTION--
 KV4079'
 KV4079'CHIMNEY IS LOCATED ON THE N SIDE OF THE NOW COMPLETED CONCRETE
 KV4079'HIGHWAY (STATE ROUTE NO. 3).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4082 ***********************************************************************
 KV4082  DESIGNATION -  SECAUCUS SCH CENTER AVE CUPOLA
 KV4082  PID         -  KV4082
 KV4082  STATE/COUNTY-  NJ/HUDSON
 KV4082  USGS QUAD   -  WEEHAWKEN (1995)
 KV4082
 KV4082                         *CURRENT SURVEY CONTROL
 KV4082  ___________________________________________________________________
 KV4082* NAD 83(1996)-  40 47 32.61798(N)    074 03 49.28834(W)     ADJUSTED  
 KV4082* NAVD 88     -                                                        
 KV4082  ___________________________________________________________________
 KV4082  LAPLACE CORR-           6.88  (seconds)                    DEFLEC99
 KV4082  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KV4082
 KV4082  HORZ ORDER  -  THIRD
 KV4082
 KV4082.The horizontal coordinates were established by classical geodetic methods
 KV4082.and adjusted by the National Geodetic Survey in September 1999..
 KV4082
 KV4082
 KV4082.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4082
 KV4082.The geoid height was determined by GEOID03.
 KV4082
 KV4082;                    North         East     Units Scale Factor Converg.
 KV4082;SPC NJ       -   217,586.408   186,820.232   MT  0.99991668   +0 17 06.2
 KV4082;SPC NJ       -   713,864.74    612,926.04   sFT  0.99991668   +0 17 06.2
 KV4082;SPC NY L     -    69,486.554   294,624.575   MT  0.99999541   -0 02 30.0
 KV4082;SPC NY L     -   227,973.80    966,614.13   sFT  0.99999541   -0 02 30.0
 KV4082;UTM  18      - 4,516,132.923   578,992.087   MT  0.99967680   +0 36 42.3
 KV4082
 KV4082                          SUPERSEDED SURVEY CONTROL
 KV4082
 KV4082  NAD 83(1996)-  40 47 32.61789(N)    074 03 49.28843(W) AD(       ) 4
 KV4082  NAD 83(1996)-  40 47 32.61691(N)    074 03 49.28988(W) AD(       ) 4
 KV4082  NAD 83(1992)-  40 47 32.61591(N)    074 03 49.29084(W) AD(       ) 4
 KV4082  NAD 83(1986)-  40 47 32.61960(N)    074 03 49.28852(W) AD(       ) 4
 KV4082  NAD 27      -  40 47 32.26000(N)    074 03 50.78000(W) AD(       ) 3
 KV4082
 KV4082.Superseded values are not recommended for survey control.
 KV4082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4082.See file dsdata.txt to determine how the superseded data were derived.
 KV4082
 KV4082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7899216133(NAD 83)
 KV4082_MARKER: 86 = CUPOLA
 KV4082
 KV4082  HISTORY     - Date     Condition        Report By
 KV4082  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4082
 KV4082                          STATION DESCRIPTION
 KV4082
 KV4082'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4061 ***********************************************************************
 KV4061  DESIGNATION -  SECAUCUS SCHMITTS CHIMNEY
 KV4061  PID         -  KV4061
 KV4061  STATE/COUNTY-  NJ/HUDSON
 KV4061  USGS QUAD   -  WEEHAWKEN (1995)
 KV4061
 KV4061                         *CURRENT SURVEY CONTROL
 KV4061  ___________________________________________________________________
 KV4061* NAD 83(1996)-  40 48 09.79033(N)    074 03 41.17415(W)     ADJUSTED  
 KV4061* NAVD 88     -                                                        
 KV4061  ___________________________________________________________________
 KV4061  LAPLACE CORR-           6.99  (seconds)                    DEFLEC99
 KV4061  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KV4061
 KV4061  HORZ ORDER  -  THIRD
 KV4061
 KV4061.The horizontal coordinates were established by classical geodetic methods
 KV4061.and adjusted by the National Geodetic Survey in September 1999..
 KV4061
 KV4061
 KV4061.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4061
 KV4061.The geoid height was determined by GEOID03.
 KV4061
 KV4061;                    North         East     Units Scale Factor Converg.
 KV4061;SPC NJ       -   218,733.911   187,004.709   MT  0.99991685   +0 17 11.7
 KV4061;SPC NJ       -   717,629.51    613,531.28   sFT  0.99991685   +0 17 11.7
 KV4061;SPC NY L     -    70,633.077   294,815.608   MT  0.99999524   -0 02 24.7
 KV4061;SPC NY L     -   231,735.35    967,240.87   sFT  0.99999524   -0 02 24.7
 KV4061;UTM  18      - 4,517,281.184   579,169.974   MT  0.99967715   +0 36 48.0
 KV4061
 KV4061                          SUPERSEDED SURVEY CONTROL
 KV4061
 KV4061  NAD 83(1996)-  40 48 09.79031(N)    074 03 41.17405(W) AD(       ) 4
 KV4061  NAD 83(1996)-  40 48 09.78999(N)    074 03 41.17390(W) AD(       ) 4
 KV4061  NAD 83(1992)-  40 48 09.78867(N)    074 03 41.17567(W) AD(       ) 4
 KV4061  NAD 83(1986)-  40 48 09.79307(N)    074 03 41.17221(W) AD(       ) 4
 KV4061  NAD 27      -  40 48 09.43000(N)    074 03 42.66000(W) AD(       ) 3
 KV4061
 KV4061.Superseded values are not recommended for survey control.
 KV4061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4061.See file dsdata.txt to determine how the superseded data were derived.
 KV4061
 KV4061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7917017281(NAD 83)
 KV4061_MARKER: 85 = CHIMNEY
 KV4061
 KV4061  HISTORY     - Date     Condition        Report By
 KV4061  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4061
 KV4061                          STATION DESCRIPTION
 KV4061
 KV4061'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4063 ***********************************************************************
 KV4063  DESIGNATION -  SECAUCUS SLIM BLACK STACK
 KV4063  PID         -  KV4063
 KV4063  STATE/COUNTY-  NJ/HUDSON
 KV4063  USGS QUAD   -  WEEHAWKEN (1995)
 KV4063
 KV4063                         *CURRENT SURVEY CONTROL
 KV4063  ___________________________________________________________________
 KV4063* NAD 83(1996)-  40 48 04.82477(N)    074 03 29.46353(W)     ADJUSTED  
 KV4063* NAVD 88     -                                                        
 KV4063  ___________________________________________________________________
 KV4063  LAPLACE CORR-           7.02  (seconds)                    DEFLEC99
 KV4063  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 KV4063
 KV4063  HORZ ORDER  -  THIRD
 KV4063
 KV4063.The horizontal coordinates were established by classical geodetic methods
 KV4063.and adjusted by the National Geodetic Survey in September 1999..
 KV4063
 KV4063
 KV4063.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4063
 KV4063.The geoid height was determined by GEOID03.
 KV4063
 KV4063;                    North         East     Units Scale Factor Converg.
 KV4063;SPC NJ       -   218,582.130   187,279.957   MT  0.99991710   +0 17 19.3
 KV4063;SPC NJ       -   717,131.54    614,434.33   sFT  0.99991710   +0 17 19.3
 KV4063;SPC NY L     -    70,479.716   295,090.007   MT  0.99999526   -0 02 17.0
 KV4063;SPC NY L     -   231,232.20    968,141.13   sFT  0.99999526   -0 02 17.0
 KV4063;UTM  18      - 4,517,131.011   579,446.017   MT  0.99967768   +0 36 55.6
 KV4063
 KV4063                          SUPERSEDED SURVEY CONTROL
 KV4063
 KV4063  NAD 83(1996)-  40 48 04.82468(N)    074 03 29.46361(W) AD(       ) 4
 KV4063  NAD 83(1996)-  40 48 04.82371(N)    074 03 29.46491(W) AD(       ) 4
 KV4063  NAD 83(1992)-  40 48 04.82272(N)    074 03 29.46588(W) AD(       ) 4
 KV4063  NAD 83(1986)-  40 48 04.82669(N)    074 03 29.46298(W) AD(       ) 4
 KV4063  NAD 27      -  40 48 04.46000(N)    074 03 30.96000(W) AD(       ) 3
 KV4063
 KV4063.Superseded values are not recommended for survey control.
 KV4063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4063.See file dsdata.txt to determine how the superseded data were derived.
 KV4063
 KV4063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7944617131(NAD 83)
 KV4063_MARKER: 63 = STACK
 KV4063
 KV4063  HISTORY     - Date     Condition        Report By
 KV4063  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4063
 KV4063                          STATION DESCRIPTION
 KV4063
 KV4063'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4109 ***********************************************************************
 KV4109  DESIGNATION -  SECAUCUS TB HOSP PWRHSE NE CHY
 KV4109  PID         -  KV4109
 KV4109  STATE/COUNTY-  NJ/HUDSON
 KV4109  USGS QUAD   -  WEEHAWKEN (1995)
 KV4109
 KV4109                         *CURRENT SURVEY CONTROL
 KV4109  ___________________________________________________________________
 KV4109* NAD 83(1996)-  40 45 32.58893(N)    074 05 09.35131(W)     ADJUSTED  
 KV4109* NAVD 88     -                                                        
 KV4109  ___________________________________________________________________
 KV4109  LAPLACE CORR-           6.58  (seconds)                    DEFLEC99
 KV4109  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KV4109
 KV4109  HORZ ORDER  -  THIRD
 KV4109
 KV4109.The horizontal coordinates were established by classical geodetic methods
 KV4109.and adjusted by the National Geodetic Survey in September 1999..
 KV4109
 KV4109
 KV4109.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4109
 KV4109.The geoid height was determined by GEOID03.
 KV4109
 KV4109;                    North         East     Units Scale Factor Converg.
 KV4109;SPC NJ       -   213,875.116   184,960.885   MT  0.99991504   +0 16 13.2
 KV4109;SPC NJ       -   701,688.61    606,825.84   sFT  0.99991504   +0 16 13.2
 KV4109;SPC NY L     -    65,785.626   292,743.951   MT  0.99999616   -0 03 22.3
 KV4109;SPC NY L     -   215,831.67    960,444.11   sFT  0.99999616   -0 03 22.3
 KV4109;UTM  18      - 4,512,411.990   577,154.366   MT  0.99967327   +0 35 48.5
 KV4109
 KV4109                          SUPERSEDED SURVEY CONTROL
 KV4109
 KV4109  NAD 83(1996)-  40 45 32.58882(N)    074 05 09.35143(W) AD(       ) 4
 KV4109  NAD 83(1996)-  40 45 32.58767(N)    074 05 09.35316(W) AD(       ) 4
 KV4109  NAD 83(1992)-  40 45 32.58683(N)    074 05 09.35415(W) AD(       ) 4
 KV4109  NAD 83(1986)-  40 45 32.58968(N)    074 05 09.35377(W) AD(       ) 4
 KV4109  NAD 27      -  40 45 32.22600(N)    074 05 10.84200(W) AD(       ) 3
 KV4109
 KV4109.Superseded values are not recommended for survey control.
 KV4109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4109.See file dsdata.txt to determine how the superseded data were derived.
 KV4109
 KV4109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7715412412(NAD 83)
 KV4109_MARKER: 85 = CHIMNEY
 KV4109
 KV4109  HISTORY     - Date     Condition        Report By
 KV4109  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4109  HISTORY     - 1934     GOOD             CGS
 KV4109
 KV4109                          STATION DESCRIPTION
 KV4109
 KV4109'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4109'THE CHIMNEY, E OF THE HACKENSACK RIVER, IN SECAUCUS ON LAUREL
 KV4109'HILL, IN THE GROUNDS OF THE TUBERCULOSIS HOSPITAL, RISING
 KV4109'FROM THE GROUND JUST N OF THE BOILER HOUSE (A 1-STORY, YELLOW
 KV4109'BRICK BUILDING WITH A SLOPING, RED CORRUGATED-IRON ROOF AND
 KV4109'CENTRAL SKY LIGHT).  IT IS THE SMALLER OF TWO ORANGE BRICK
 KV4109'CHIMNEYS ON LAUREL HILL.  THIS CHIMNEY IS ON THE HILLSIDE AND
 KV4109'NOT VERY PROMINENT.
 KV4109'
 KV4109'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 110 FEET ABOVE
 KV4109'GROUND.
 KV4109
 KV4109                          STATION RECOVERY (1934)
 KV4109
 KV4109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4109'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4111 ***********************************************************************
 KV4111  DESIGNATION -  SECAUCUS TB HOSP PWRHSE SW CHY
 KV4111  PID         -  KV4111
 KV4111  STATE/COUNTY-  NJ/HUDSON
 KV4111  USGS QUAD   -  WEEHAWKEN (1995)
 KV4111
 KV4111                         *CURRENT SURVEY CONTROL
 KV4111  ___________________________________________________________________
 KV4111* NAD 83(1996)-  40 45 31.37754(N)    074 05 10.43737(W)     ADJUSTED  
 KV4111* NAVD 88     -                                                        
 KV4111  ___________________________________________________________________
 KV4111  LAPLACE CORR-           6.57  (seconds)                    DEFLEC99
 KV4111  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KV4111
 KV4111  HORZ ORDER  -  THIRD
 KV4111
 KV4111.The horizontal coordinates were established by classical geodetic methods
 KV4111.and adjusted by the National Geodetic Survey in September 1999..
 KV4111
 KV4111
 KV4111.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4111
 KV4111.The geoid height was determined by GEOID03.
 KV4111
 KV4111;                    North         East     Units Scale Factor Converg.
 KV4111;SPC NJ       -   213,837.631   184,935.589   MT  0.99991502   +0 16 12.5
 KV4111;SPC NJ       -   701,565.63    606,742.84   sFT  0.99991502   +0 16 12.5
 KV4111;SPC NY L     -    65,748.284   292,718.440   MT  0.99999617   -0 03 23.1
 KV4111;SPC NY L     -   215,709.16    960,360.42   sFT  0.99999617   -0 03 23.1
 KV4111;UTM  18      - 4,512,374.371   577,129.290   MT  0.99967322   +0 35 47.8
 KV4111
 KV4111                          SUPERSEDED SURVEY CONTROL
 KV4111
 KV4111  NAD 83(1996)-  40 45 31.37745(N)    074 05 10.43751(W) AD(       ) 4
 KV4111  NAD 83(1996)-  40 45 31.37641(N)    074 05 10.43935(W) AD(       ) 4
 KV4111  NAD 83(1992)-  40 45 31.37554(N)    074 05 10.44022(W) AD(       ) 4
 KV4111  NAD 83(1986)-  40 45 31.37802(N)    074 05 10.43989(W) AD(       ) 4
 KV4111  NAD 27      -  40 45 31.01600(N)    074 05 11.93700(W) AD(       ) 3
 KV4111
 KV4111.Superseded values are not recommended for survey control.
 KV4111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4111.See file dsdata.txt to determine how the superseded data were derived.
 KV4111
 KV4111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7712912374(NAD 83)
 KV4111_MARKER: 85 = CHIMNEY
 KV4111
 KV4111  HISTORY     - Date     Condition        Report By
 KV4111  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4111  HISTORY     - 1934     GOOD             CGS
 KV4111
 KV4111                          STATION DESCRIPTION
 KV4111
 KV4111'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4111'THE SMALL CHIMNEY E OF THE HACKENSACK RIVER, IN SECAUCUS ATOP
 KV4111'LAUREL (SNAKE) HILL NEAR THE TUBERCULOSIS HOSPITAL, RISING
 KV4111'FROM THE GROUND TO THE S OF THE BOILER HOUSE (A HIGH CEILING,
 KV4111'RED BRICK BUILDING, THE MOST SOUTHERLY EXCEPT FOR SMALL WOODEN
 KV4111'GARAGES). IT IS AN ORANGE BRICK CHIMNEY RISING FROM A 2.5-METER
 KV4111'SQUARE BASE.
 KV4111'
 KV4111'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 75 FEET ABOVE GROUND.
 KV4111
 KV4111                          STATION RECOVERY (1934)
 KV4111
 KV4111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4111'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2908 ***********************************************************************
 JU2908  DESIGNATION -  SEND
 JU2908  PID         -  JU2908
 JU2908  STATE/COUNTY-  NJ/CAPE MAY
 JU2908  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2908
 JU2908                         *CURRENT SURVEY CONTROL
 JU2908  ___________________________________________________________________
 JU2908* NAD 83(1996)-  39 08 16.61209(N)    074 42 58.14357(W)     ADJUSTED  
 JU2908* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU2908  ___________________________________________________________________
 JU2908  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 JU2908  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 JU2908
 JU2908  HORZ ORDER  -  THIRD
 JU2908
 JU2908.The horizontal coordinates were established by classical geodetic methods
 JU2908.and adjusted by the National Geodetic Survey in September 1999..
 JU2908
 JU2908.The orthometric height was scaled from a topographic map.
 JU2908
 JU2908.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2908
 JU2908.The geoid height was determined by GEOID03.
 JU2908
 JU2908;                    North         East     Units Scale Factor Converg.
 JU2908;SPC NJ       -    33,835.705   131,313.889   MT  0.99990430   -0 08 11.2
 JU2908;SPC NJ       -   111,009.31    430,818.98   sFT  0.99990430   -0 08 11.2
 JU2908;UTM  18      - 4,332,123.335   524,531.206   MT  0.99960741   +0 10 45.0
 JU2908
 JU2908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2908!SPC NJ       -   1.00000556  x   0.99990430  =   0.99990986
 JU2908!UTM  18      -   1.00000556  x   0.99960741  =   0.99961297
 JU2908
 JU2908|---------------------------------------------------------------------|
 JU2908| PID    Reference Object                     Distance      Geod. Az  |
 JU2908|                                                           dddmmss.s |
 JU2908| CB2998 SEND RM 1                            10.552 METERS 33529     |
 JU2908| JU2906 VIEW                                APPROX. 3.6 KM 3451904.8 |
 JU2908|---------------------------------------------------------------------|
 JU2908
 JU2908                          SUPERSEDED SURVEY CONTROL
 JU2908
 JU2908  NAD 83(1986)-  39 08 16.59264(N)    074 42 58.14347(W) AD(       ) 3
 JU2908  NAD 27      -  39 08 16.17900(N)    074 42 59.56200(W) AD(       ) 3
 JU2908
 JU2908.Superseded values are not recommended for survey control.
 JU2908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2908.See file dsdata.txt to determine how the superseded data were derived.
 JU2908
 JU2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2453132123(NAD 83)
 JU2908_MARKER: DS = TRIANGULATION STATION DISK
 JU2908_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU2908_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU2908
 JU2908  HISTORY     - Date     Condition        Report By
 JU2908  HISTORY     - 1936     MONUMENTED       CGS
 JU2908  HISTORY     - 1950     MARK NOT FOUND   CGS
 JU2908
 JU2908                          STATION DESCRIPTION
 JU2908
 JU2908'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2908'LOCATED ON THE INLAND WATERWAY APPROXIMATELY MIDWAY BETWEEN
 JU2908'AVALON AND SEA ISLE CITY.  IT IS ON A SHARP POINT OF MARSH FORMED
 JU2908'BY THE JUNCTION OF TOWNSEND CHANNEL AND THE PRESENT BOAT CHANNEL.
 JU2908'
 JU2908'STATION IS 48.6 FEET INSHORE FROM THE POINT ON THE S, 27.6 FEET
 JU2908'INSHORE FROM THE SHORELINE OF TOWNSEND CHANNEL ON THE SW AND 36
 JU2908'FEET FROM THE SHORELINE OF THE PRESENT BOAT CHANNEL ON THE
 JU2908'SE.  STATION IS MARKED BY A STANDARD DISK STAMPED SEND - 1935 SET
 JU2908'IN TOP OF AN 8-INCH CONCRETE FILLED TILE WHICH PROJECTS 8 INCHES
 JU2908'ABOVE GROUND.
 JU2908'
 JU2908'REFERENCE MARK NO.1 IS MARKED BY A STANDARD DISK STAMPED
 JU2908'NO.1 - SEND - 1936 SET IN AN 8-INCH CONCRETE FILLED TILE WHICH
 JU2908'PROJECTS 5 INCHES ABOVE GROUND.
 JU2908
 JU2908                          STATION RECOVERY (1950)
 JU2908
 JU2908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2908'STATION AND REFERENCE MARKS WERE NOT RECOVERED AFTER A ONE-HOUR
 JU2908'SEARCH BY A TWO-MAN PARTY.  ACCORDING TO LOCAL INFORMATION,
 JU2908'CONSIDERABLE EROSION HAS TAKEN PLACE ON THIS POINT.  THE STATION
 JU2908'IS BELIEVED TO HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2723 ***********************************************************************
 JU2723  DESIGNATION -  SEVEN ISLANDS FISH FACTORY TK
 JU2723  PID         -  JU2723
 JU2723  STATE/COUNTY-  NJ/OCEAN
 JU2723  USGS QUAD   -  TUCKERTON (1995)
 JU2723
 JU2723                         *CURRENT SURVEY CONTROL
 JU2723  ___________________________________________________________________
 JU2723* NAD 83(1996)-  39 31 08.40988(N)    074 20 13.79406(W)     ADJUSTED  
 JU2723* NAVD 88     -                                                        
 JU2723  ___________________________________________________________________
 JU2723  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 JU2723  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JU2723
 JU2723  HORZ ORDER  -  THIRD
 JU2723
 JU2723.The horizontal coordinates were established by classical geodetic methods
 JU2723.and adjusted by the National Geodetic Survey in September 1999..
 JU2723
 JU2723
 JU2723.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2723
 JU2723.The geoid height was determined by GEOID03.
 JU2723
 JU2723;                    North         East     Units Scale Factor Converg.
 JU2723;SPC NJ       -    76,127.276   164,000.782   MT  0.99990241   +0 06 13.0
 JU2723;SPC NJ       -   249,760.90    538,059.23   sFT  0.99990241   +0 06 13.0
 JU2723;UTM  18      - 4,374,583.163   556,974.621   MT  0.99963997   +0 25 18.5
 JU2723
 JU2723                          SUPERSEDED SURVEY CONTROL
 JU2723
 JU2723  NAD 83(1986)-  39 31 08.40382(N)    074 20 13.78624(W) AD(       ) 4
 JU2723  NAD 27      -  39 31 07.98000(N)    074 20 15.26000(W) AD(       ) 3
 JU2723
 JU2723.Superseded values are not recommended for survey control.
 JU2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2723.See file dsdata.txt to determine how the superseded data were derived.
 JU2723
 JU2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5697574583(NAD 83)
 JU2723_MARKER: 53 = ELEVATED TANK
 JU2723
 JU2723  HISTORY     - Date     Condition        Report By
 JU2723  HISTORY     - 1950     FIRST OBSERVED   CGS
 JU2723  HISTORY     - 1971     GOOD             NGS
 JU2723  HISTORY     - 19961215 GOOD             USPSQD
 JU2723
 JU2723                          STATION DESCRIPTION
 JU2723
 JU2723'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2723'THE STATION IS THE CENTER OF THE TOP OF AN ELEVATED WATER TANK
 JU2723'LOCATED ON SEVEN ISLANDS, AT A FISH FACTORY.  THE TANK IS
 JU2723'EGG-SHAPED, SUPPORTED BY FOUR ROUND STEEL LEGS, AND IS 125 FEET
 JU2723'HIGH.
 JU2723
 JU2723                          STATION RECOVERY (1971)
 JU2723
 JU2723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU2723'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED IN GOOD
 JU2723'CONDITION.
 JU2723'
 JU2723'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2723'5.0 MILES SOUTH OF TUCKERTON, N.J.
 JU2723
 JU2723                          STATION RECOVERY (1996)
 JU2723
 JU2723'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3103 ***********************************************************************
 JU3103  DESIGNATION -  SEWELL MUNICIPAL STANDPIPE
 JU3103  PID         -  JU3103
 JU3103  STATE/COUNTY-  NJ/GLOUCESTER
 JU3103  USGS QUAD   -  WOODBURY (1995)
 JU3103
 JU3103                         *CURRENT SURVEY CONTROL
 JU3103  ___________________________________________________________________
 JU3103* NAD 83(1996)-  39 46 02.03907(N)    075 08 22.00942(W)     ADJUSTED  
 JU3103* NAVD 88     -                                                        
 JU3103  ___________________________________________________________________
 JU3103  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 JU3103  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JU3103
 JU3103  HORZ ORDER  -  THIRD
 JU3103
 JU3103.The horizontal coordinates were established by classical geodetic methods
 JU3103.and adjusted by the National Geodetic Survey in September 1999..
 JU3103
 JU3103
 JU3103.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3103
 JU3103.The geoid height was determined by GEOID03.
 JU3103
 JU3103;                    North         East     Units Scale Factor Converg.
 JU3103;SPC NJ       -   103,867.881    95,215.464   MT  0.99993694   -0 24 32.6
 JU3103;SPC NJ       -   340,773.21    312,386.07   sFT  0.99993694   -0 24 32.6
 JU3103;SPC PA S     -    51,484.158   823,654.429   MT  1.00003012   +1 41 37.4
 JU3103;SPC PA S     -   168,910.94  2,702,272.91   sFT  1.00003012   +1 41 37.4
 JU3103;UTM  18      - 4,401,932.184   488,056.521   MT  0.99960176   -0 05 21.1
 JU3103
 JU3103                          SUPERSEDED SURVEY CONTROL
 JU3103
 JU3103  NAD 83(1991)-  39 46 02.03689(N)    075 08 22.01062(W) AD(       ) 4
 JU3103  NAD 83(1986)-  39 46 02.03109(N)    075 08 22.01310(W) AD(       ) 4
 JU3103  NAD 27      -  39 46 01.63100(N)    075 08 23.36600(W) AD(       ) 3
 JU3103
 JU3103.Superseded values are not recommended for survey control.
 JU3103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3103.See file dsdata.txt to determine how the superseded data were derived.
 JU3103
 JU3103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8805701932(NAD 83)
 JU3103_MARKER: 52 = STANDPIPE TANK
 JU3103
 JU3103  HISTORY     - Date     Condition        Report By
 JU3103  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3103  HISTORY     - 1946     GOOD             CGS
 JU3103
 JU3103                          STATION DESCRIPTION
 JU3103
 JU3103'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3103'THIS STATION IS THE CENTER OF THE MUNICIPAL STANDPIPE ABOUT
 JU3103'200 FEET E OF MANTUA BOULEVARD AND ABOUT MIDWAY BETWEEN WARREN
 JU3103'AVENUE AND OCEAN AVENUE.  IT IS A SILVER CYLINDRICAL STEEL
 JU3103'STANDPIPE WITH A STEEL FENCE AROUND THE TOP.  IT IS ABOUT 15
 JU3103'FEET IN DIAMETER AND 125 FEET HIGH.
 JU3103
 JU3103                          STATION RECOVERY (1946)
 JU3103
 JU3103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3103'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION ADEQUATE
 JU3103'EXCEPT FOR THE FOLLOWING CHANGE--
 JU3103'
 JU3103'CHANGE - SILVER CYLINDRICAL TO BLACK CYLINDRICAL
 JU3103'
 JU3103'DISTANCES TO REFERENCE MARKS WERE MEASURED AND FOUND TO BE
 JU3103'CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4178 ***********************************************************************
 KV4178  DESIGNATION -  SEWER
 KV4178  PID         -  KV4178
 KV4178  STATE/COUNTY-  NJ/ESSEX
 KV4178  USGS QUAD   -  ORANGE (1981)
 KV4178
 KV4178                         *CURRENT SURVEY CONTROL
 KV4178  ___________________________________________________________________
 KV4178* NAD 83(1996)-  40 48 09.17081(N)    074 08 25.72528(W)     ADJUSTED  
 KV4178* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV4178  ___________________________________________________________________
 KV4178  LAPLACE CORR-           6.13  (seconds)                    DEFLEC99
 KV4178  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KV4178
 KV4178  HORZ ORDER  -  THIRD
 KV4178
 KV4178.The horizontal coordinates were established by classical geodetic methods
 KV4178.and adjusted by the National Geodetic Survey in September 1999..
 KV4178
 KV4178.The orthometric height was scaled from a topographic map.
 KV4178
 KV4178.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4178
 KV4178.The geoid height was determined by GEOID03.
 KV4178
 KV4178;                    North         East     Units Scale Factor Converg.
 KV4178;SPC NJ       -   218,684.449   180,335.430   MT  0.99991132   +0 14 05.8
 KV4178;SPC NJ       -   717,467.23    591,650.49   sFT  0.99991132   +0 14 05.8
 KV4178;SPC NY L     -    70,621.654   288,145.613   MT  0.99999524   -0 05 30.8
 KV4178;SPC NY L     -   231,697.88    945,357.73   sFT  0.99999524   -0 05 30.8
 KV4178;UTM  18      - 4,517,193.710   572,502.707   MT  0.99966470   +0 33 42.1
 KV4178
 KV4178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4178!SPC NJ       -   1.00000478  x   0.99991132  =   0.99991610
 KV4178!SPC NY L     -   1.00000478  x   0.99999524  =   1.00000002
 KV4178!UTM  18      -   1.00000478  x   0.99966470  =   0.99966948
 KV4178
 KV4178|---------------------------------------------------------------------|
 KV4178| PID    Reference Object                     Distance      Geod. Az  |
 KV4178|                                                           dddmmss.s |
 KV4178| KV4181 CIDER 1913                          305.710 METERS 00029     |
 KV4178| KV4180 NORTH ISLAND                        314.100 METERS 02108     |
 KV4178| KV4177 SOUTH ISLAND                        128.570 METERS 08136     |
 KV4178| KV4175 RED ROOF CHIMNEY                    APPROX. 1.1 KM 1031827.9 |
 KV4178| KV4172 BOX                                 APPROX. 0.5 KM 1493246.8 |
 KV4178| CB6363 SEWER RM 2                           19.964 METERS 16248     |
 KV4178| CB6362 SEWER RM 1                           10.001 METERS 26644     |
 KV4178|---------------------------------------------------------------------|
 KV4178
 KV4178                          SUPERSEDED SURVEY CONTROL
 KV4178
 KV4178  NAD 83(1996)-  40 48 09.17058(N)    074 08 25.72556(W) AD(       ) 3
 KV4178  NAD 83(1986)-  40 48 09.16762(N)    074 08 25.73251(W) AD(       ) 3
 KV4178  NAD 27      -  40 48 08.80200(N)    074 08 27.20300(W) AD(       ) 3
 KV4178
 KV4178.Superseded values are not recommended for survey control.
 KV4178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4178.See file dsdata.txt to determine how the superseded data were derived.
 KV4178
 KV4178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7250317194(NAD 83)
 KV4178_MARKER: DS = TRIANGULATION STATION DISK
 KV4178_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4178_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4178
 KV4178  HISTORY     - Date     Condition        Report By
 KV4178  HISTORY     - 1913     MONUMENTED       CGS
 KV4178  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4178
 KV4178                          STATION DESCRIPTION
 KV4178
 KV4178'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4178'STATION IS ON THE W BANK OF PASSAIC RIVER, ABOUT 1/4 MILE ABOVE
 KV4178'THE N RESERVOIR OF THE NEWARK WATER WORKS AND 3/16 MILE BELOW THE
 KV4178'DOCK OF THE AMALIE PAINT MANUFACTURING COMPANY.  IT IS BETWEEN
 KV4178'THE SHORE AND THE ROAD FOLLOWING THE RIVER AND IS 5 METERS BELOW
 KV4178'AN OLD CULVERT.
 KV4178'
 KV4178'THE STATION IS MARKED BY A C. AND G.S. STANDARD BRASS DISK CEMENTED
 KV4178'IN THE TOP OF A 4-INCH TILE PIPE AND SUNK TO THE GROUND LEVEL.
 KV4178'
 KV4178'THE SUBSURFACE MARK IS A BURIED BOTTLE SET IN CONCRETE.
 KV4178'
 KV4178'TWO REFERENCE MARKS ONE A TRIANGLE CUT ON THE SE CORNER OF THE
 KV4178'W CULVERT AND MARKED NO.1 U.S.C. AND G.S. AND THE OTHER A COPPER
 KV4178'NAIL IN CONCRETE CONTAINED IN A 4-INCH TILE PIPE AND SUNK TO THE
 KV4178'GROUND LEVEL, ARE PLACED RESPECTIVELY 32.81 FEET W AND 65.54 FEET
 KV4178'S 7 DEG E FROM THE STATION.
 KV4178
 KV4178                          STATION RECOVERY (1933)
 KV4178
 KV4178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4178'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9178 ***********************************************************************
 AH9178  DESIGNATION -  SH 50
 AH9178  PID         -  AH9178
 AH9178  STATE/COUNTY-  NJ/CAPE MAY
 AH9178  USGS QUAD   -  STONE HARBOR (1972)
 AH9178
 AH9178                         *CURRENT SURVEY CONTROL
 AH9178  ___________________________________________________________________
 AH9178* NAD 83(1986)-  39 02 20.     (N)    074 46 08.     (W)     SCALED    
 AH9178* NAVD 88     -         2.636  (meters)       8.65   (feet)  ADJUSTED  
 AH9178  ___________________________________________________________________
 AH9178  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 AH9178  DYNAMIC HT  -           2.634 (meters)       8.64  (feet)  COMP
 AH9178  MODELED GRAV-     980,057.8   (mgal)                       NAVD 88
 AH9178
 AH9178  VERT ORDER  -  FIRST     CLASS II
 AH9178
 AH9178.The horizontal coordinates were scaled from a topographic map and have
 AH9178.an estimated accuracy of +/- 6 seconds.
 AH9178
 AH9178.The orthometric height was determined by differential leveling
 AH9178.and adjusted by the National Geodetic Survey in March 2001..
 AH9178.No vertical observational check was made to the station.
 AH9178
 AH9178.The geoid height was determined by GEOID03.
 AH9178
 AH9178.The dynamic height is computed by dividing the NAVD 88
 AH9178.geopotential number by the normal gravity value computed on the
 AH9178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9178.degrees latitude (g = 980.6199 gals.).
 AH9178
 AH9178.The modeled gravity was interpolated from observed gravity values.
 AH9178
 AH9178;                    North         East    Units  Estimated Accuracy
 AH9178;SPC NJ       -    22,850.      126,720.      MT  (+/- 180 meters Scaled)
 AH9178
 AH9178                          SUPERSEDED SURVEY CONTROL
 AH9178
 AH9178.No superseded survey control is available for this station.
 AH9178
 AH9178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ200211(NAD 83)
 AH9178_MARKER: DD = SURVEY DISK
 AH9178_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH9178_SP_SET: SIDEWALK
 AH9178_STAMPING: SH 50
 AH9178_MARK LOGO: CMMUA 
 AH9178_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9178+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1997
 AH9178
 AH9178  HISTORY     - Date     Condition        Report By
 AH9178  HISTORY     - 1970     MONUMENTED       CMMUA
 AH9178  HISTORY     - 19970804 GOOD             NJGS
 AH9178  HISTORY     - 20060916 GOOD             GEOCAC
 AH9178
 AH9178                          STATION DESCRIPTION
 AH9178
 AH9178'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH9178'THE STATION IS LOCATED IN THE BOROUGH OF STONE HARBOR ON THE SOUTHWEST
 AH9178'SIDE OF SECOND AVENUE, JUST NORTHWEST OF THE INTERSECTION OF 117TH
 AH9178'STREET AND IN FRONT OF THE FORMER STONE HARBOR COAST GUARD STATION,
 AH9178'NOW PRESENTLY OCCUPIED BY THE STEPHEN LUDLAM AMERICAN LEGION POST NO.
 AH9178'331, 11617 SECOND AVENUE, STONE HARBOR, NEW JERSEY.  THE STATION IS
 AH9178'6.8 M (22.3 FT) SOUTHWEST FROM POLE NUMBER BT 225 SM, 2.2 M (7.2 FT)
 AH9178'NORTHWEST FROM THE NORTHWEST CURBLINE OF SECOND AVENUE, 12.6 M (41.3
 AH9178'FT) NORTHEAST FROM THE NORTHEAST CURBLINE OF 117TH STREET AND 6.7 M
 AH9178'(22.0 FT) EAST FROM A WITNESS POST FOR TRIANGULATION STATION STONE
 AH9178'HARBOR.  THE STATION IS SET FLUSH WITH THE SIDEWALK.
 AH9178
 AH9178                          STATION RECOVERY (2006)
 AH9178
 AH9178'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 AH9178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2817 ***********************************************************************
 JU2817  DESIGNATION -  SHACK
 JU2817  PID         -  JU2817
 JU2817  STATE/COUNTY-  NJ/ATLANTIC
 JU2817  USGS QUAD   -  OCEANVILLE (1989)
 JU2817
 JU2817                         *CURRENT SURVEY CONTROL
 JU2817  ___________________________________________________________________
 JU2817* NAD 83(1996)-  39 25 30.89911(N)    074 23 19.00747(W)     ADJUSTED  
 JU2817* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2817  ___________________________________________________________________
 JU2817  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 JU2817  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 JU2817
 JU2817  HORZ ORDER  -  THIRD
 JU2817
 JU2817.The horizontal coordinates were established by classical geodetic methods
 JU2817.and adjusted by the National Geodetic Survey in September 1999..
 JU2817
 JU2817.The orthometric height was scaled from a topographic map.
 JU2817
 JU2817.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2817
 JU2817.The geoid height was determined by GEOID03.
 JU2817
 JU2817;                    North         East     Units Scale Factor Converg.
 JU2817;SPC NJ       -    65,712.697   159,590.057   MT  0.99990113   +0 04 14.7
 JU2817;SPC NJ       -   215,592.41    523,588.38   sFT  0.99990113   +0 04 14.7
 JU2817;UTM  18      - 4,364,147.039   552,622.893   MT  0.99963409   +0 23 17.8
 JU2817
 JU2817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2817!SPC NJ       -   1.00000526  x   0.99990113  =   0.99990639
 JU2817!UTM  18      -   1.00000526  x   0.99963409  =   0.99963935
 JU2817
 JU2817|---------------------------------------------------------------------|
 JU2817| PID    Reference Object                     Distance      Geod. Az  |
 JU2817|                                                           dddmmss.s |
 JU2817| CB2999 SHACK RM 1                           29.395 METERS 02104     |
 JU2817| CB3000 SHACK RM 2                           27.867 METERS 15249     |
 JU2817| JU2797 GRASSY                              APPROX. 1.9 KM 3163321.5 |
 JU2817|---------------------------------------------------------------------|
 JU2817
 JU2817                          SUPERSEDED SURVEY CONTROL
 JU2817
 JU2817  NAD 83(1986)-  39 25 30.88935(N)    074 23 18.99931(W) AD(       ) 3
 JU2817  NAD 27      -  39 25 30.46500(N)    074 23 20.47600(W) AD(       ) 3
 JU2817
 JU2817.Superseded values are not recommended for survey control.
 JU2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2817.See file dsdata.txt to determine how the superseded data were derived.
 JU2817
 JU2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5262364147(NAD 83)
 JU2817_MARKER: DS = TRIANGULATION STATION DISK
 JU2817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2817
 JU2817  HISTORY     - Date     Condition        Report By
 JU2817  HISTORY     - 1935     MONUMENTED       CGS
 JU2817  HISTORY     - 1950     GOOD             CGS
 JU2817
 JU2817                          STATION DESCRIPTION
 JU2817
 JU2817'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2817'STATION IS STANDARD TRIANGULATION DISK SET IN A CONCRETE MONUMENT
 JU2817'ABOUT EIGHT INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 JU2817'LOCATED ON THE W SIDE OF A LARGE MARSH ISLAND SITUATED ON THE E
 JU2817'SIDE OF GRASSY BAY AND THE N SIDE OF WADING THOROUGHFARE.  THE
 JU2817'STATION IS 91.4 METERS FROM SE CORNER OF SMALL SHACK.
 JU2817'
 JU2817'REFERENCE MARK NO.1 IS ON THIS LINE.  REFERENCE MARK NO. 2
 JU2817'IS ON RANGE WITH STATION HOTEL.  THE STATION IS 89.75 METERS
 JU2817'FROM HWL.  ALL MARKS WERE SET ON 2X4 WOODEN PILES.
 JU2817'
 JU2817'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2817'CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2817'
 JU2817'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS.
 JU2817
 JU2817                          STATION RECOVERY (1950)
 JU2817
 JU2817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2817'THE STATION MARK WAS RECOVERED IN FAIR CONDITION.  THE CONCRETE
 JU2817'HAS FALLEN FROM AROUND A 2-INCH PIPE, WHICH EXTENDS 4 INCHES
 JU2817'ABOVE THE GROUND.  IN THE TOP OF THIS PIPE, FIRMLY IMBEDDED IN
 JU2817'CONCRETE, IS THE DISK STAMPED SHACK C AND N 1935.  REFERENCE
 JU2817'MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES
 JU2817'FROM THE STATION MARK TO THE REFERENCE MARKS WERE MEASURED WITH
 JU2817'A STEEL TAPE AND FOUND TO BE CORRECT.  THE ORIGINAL DESCRIPTION
 JU2817'IS ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5199 ***********************************************************************
 AI5199  DESIGNATION -  SHARK R INLET S SKEL TR NE LEG
 AI5199  PID         -  AI5199
 AI5199  STATE/COUNTY-  NJ/MONMOUTH
 AI5199  USGS QUAD   -  ASBURY PARK (1989)
 AI5199
 AI5199                         *CURRENT SURVEY CONTROL
 AI5199  ___________________________________________________________________
 AI5199* NAD 83(1996)-  40 11 11.12061(N)    074 00 26.09198(W)     ADJUSTED  
 AI5199* NAVD 88     -        11.7    (meters)      38.     (feet)  VERTCON   
 AI5199  ___________________________________________________________________
 AI5199  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 AI5199  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 AI5199
 AI5199  HORZ ORDER  -  THIRD
 AI5199
 AI5199.The horizontal coordinates were established by classical geodetic methods
 AI5199.and adjusted by the National Geodetic Survey in May 2000..
 AI5199
 AI5199.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI5199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI5199
 AI5199.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5199
 AI5199.The geoid height was determined by GEOID03.
 AI5199
 AI5199;                    North         East     Units Scale Factor Converg.
 AI5199;SPC NJ       -   150,328.441   191,959.254   MT  0.99992167   +0 19 04.7
 AI5199;SPC NJ       -   493,202.56    629,786.32   sFT  0.99992167   +0 19 04.7
 AI5199;UTM  18      - 4,448,921.080   584,510.853   MT  0.99968792   +0 38 26.3
 AI5199
 AI5199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5199!SPC NJ       -   1.00000332  x   0.99992167  =   0.99992499
 AI5199!UTM  18      -   1.00000332  x   0.99968792  =   0.99969124
 AI5199
 AI5199                          SUPERSEDED SURVEY CONTROL
 AI5199
 AI5199  NGVD 29 (05/18/00)   12.0    (m)           39.     (f) VERT ANG       
 AI5199
 AI5199.Superseded values are not recommended for survey control.
 AI5199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5199.See file dsdata.txt to determine how the superseded data were derived.
 AI5199
 AI5199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8451148921(NAD 83)
 AI5199_MARKER: 14 = NAVIGATION LIGHT
 AI5199
 AI5199  HISTORY     - Date     Condition        Report By
 AI5199  HISTORY     - 1988     FIRST OBSERVED   NOSAMC
 AI5199
 AI5199                          STATION DESCRIPTION
 AI5199
 AI5199'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5199'THE STATION IS THE NE LEG OF THE SKELETON STEEL TOWER SUPPORTING THE
 AI5199'SHARK RIVER INLET SOUTH BREAKWATER LIGHT 1 ON THE SOUTH BREAKWATER OF
 AI5199'THE SHARK RIVER INLET AT THE NE EDGE OF BELMAR,N.J. THE STATION WAS
 AI5199'POSITIONED AS A HYDROGRAPHIC CONTROL POINT. POWER IS AVAILABLE AT THE
 AI5199'LIGHT BY MEANS OF A SOLAR COLLECTOR AND BATTERY BOX MAINTAINED BY THE
 AI5199'U.S. COAST GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0808 ***********************************************************************
 KV0808  DESIGNATION -  SHARK RIVER
 KV0808  PID         -  KV0808
 KV0808  STATE/COUNTY-  NJ/MONMOUTH
 KV0808  USGS QUAD   -  ASBURY PARK (1989)
 KV0808
 KV0808                         *CURRENT SURVEY CONTROL
 KV0808  ___________________________________________________________________
 KV0808* NAD 83(1996)-  40 11 40.23900(N)    074 00 32.35949(W)     ADJUSTED  
 KV0808* NAVD 88     -         3.987  (meters)      13.08   (feet)  ADJUSTED  
 KV0808  ___________________________________________________________________
 KV0808  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 KV0808  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV0808  DYNAMIC HT  -           3.985 (meters)      13.07  (feet)  COMP
 KV0808  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 KV0808
 KV0808  HORZ ORDER  -  SECOND
 KV0808  VERT ORDER  -  FIRST     CLASS I
 KV0808
 KV0808.The horizontal coordinates were established by classical geodetic methods
 KV0808.and adjusted by the National Geodetic Survey in September 1999..
 KV0808
 KV0808.The orthometric height was determined by differential leveling
 KV0808.and adjusted by the National Geodetic Survey in June 1991..
 KV0808
 KV0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0808
 KV0808.The geoid height was determined by GEOID03.
 KV0808
 KV0808.The dynamic height is computed by dividing the NAVD 88
 KV0808.geopotential number by the normal gravity value computed on the
 KV0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0808.degrees latitude (g = 980.6199 gals.).
 KV0808
 KV0808.The modeled gravity was interpolated from observed gravity values.
 KV0808
 KV0808;                    North         East     Units Scale Factor Converg.
 KV0808;SPC NJ       -   151,225.663   191,806.038   MT  0.99992151   +0 19 00.8
 KV0808;SPC NJ       -   496,146.20    629,283.64   sFT  0.99992151   +0 19 00.8
 KV0808;UTM  18      - 4,449,817.215   584,352.623   MT  0.99968759   +0 38 22.6
 KV0808
 KV0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0808!SPC NJ       -   1.00000453  x   0.99992151  =   0.99992604
 KV0808!UTM  18      -   1.00000453  x   0.99968759  =   0.99969212
 KV0808
 KV0808:                Primary Azimuth Mark                     Grid Az
 KV0808:SPC NJ       -  ASBURY PARK POWER PLANT STACK            014 23 05.2
 KV0808:UTM  18      -  ASBURY PARK POWER PLANT STACK            014 03 43.4
 KV0808
 KV0808|---------------------------------------------------------------------|
 KV0808| PID    Reference Object                     Distance      Geod. Az  |
 KV0808|                                                           dddmmss.s |
 KV0808| KV5134 ASBURY PARK POWER PLANT STACK       APPROX. 2.6 KM 0144206.0 |
 KV0808| CB6364 SHARK RIVER RM 1                     13.799 METERS 02106     |
 KV0808| KV0806 BELMAR                              APPROX. 1.0 KM 1892257.1 |
 KV0808| KV0809 SHARK RIVER RM 2                     20.615 METERS 31236     |
 KV0808| KV5205 SHARK RIVER RM 3                     92.947 METERS 35201     |
 KV0808|---------------------------------------------------------------------|
 KV0808
 KV0808                          SUPERSEDED SURVEY CONTROL
 KV0808
 KV0808  NAD 83(1986)-  40 11 40.23806(N)    074 00 32.35356(W) AD(       ) 2
 KV0808  NAD 27      -  40 11 39.82820(N)    074 00 33.85760(W) AD(       ) 2
 KV0808  NGVD 29 (04/16/92)    4.311  (m)           14.14   (f) ADJUSTED    1 1
 KV0808
 KV0808.Superseded values are not recommended for survey control.
 KV0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0808.See file dsdata.txt to determine how the superseded data were derived.
 KV0808
 KV0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8435349817(NAD 83)
 KV0808_MARKER: DS = TRIANGULATION STATION DISK
 KV0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0808_STAMPING: SHARK RIVER 1934
 KV0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0808+STABILITY: SURFACE MOTION
 KV0808
 KV0808  HISTORY     - Date     Condition        Report By
 KV0808  HISTORY     - 1934     MONUMENTED       CGS
 KV0808  HISTORY     - 1962     GOOD             CGS
 KV0808  HISTORY     - 1962     GOOD             CGS
 KV0808  HISTORY     - 1964     GOOD             CGS
 KV0808  HISTORY     - 1964     GOOD             CGS
 KV0808  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV0808  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV0808  HISTORY     - 19920809 MARK NOT FOUND   USPSQD
 KV0808  HISTORY     - 19920822 MARK NOT FOUND   USPSQD
 KV0808
 KV0808                          STATION DESCRIPTION
 KV0808
 KV0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV0808'STATION IS CENTER OF FLAGPOLE OF SHARK RIVER COAST GUARD STATION
 KV0808'AT POINT WHERE IT JOINS FLAG TOWER.  LOCATED ON W SIDE OF OCEAN
 KV0808'AVENUE AT AVON-BY-THE-SEA 0.5 MILE N OF SHARK RIVER INLET.
 KV0808'
 KV0808'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 KV0808'
 KV0808'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 KV0808'
 KV0808'REFERENCE MARK NO.1 IS TO NORTHWARD ON S SIDE OF CONCRETE
 KV0808'WALK, REFERENCE MARK NO.2 IS TO THE NW ON N CORNER OF PORCH OF
 KV0808'HOUSE.  BOTH REFERENCE MARKS ON GOVERNMENT PROPERTY.
 KV0808'
 KV0808'REACHED VIA OCEAN AVENUE DIRECT TO STATION.
 KV0808'
 KV0808'FLAGPOLE 85 FEET HIGH.
 KV0808
 KV0808                          STATION RECOVERY (1962)
 KV0808
 KV0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV0808'STATION WAS RECOVERED IN GOOD CONDITION, BENEATH THE FLAG TOWER
 KV0808'ABOUT 3 FEET EAST OF THE CENTER.
 KV0808'
 KV0808'RM 1 BROKEN OFF IN THE LAST STORM, WAS LYING BESIDE THE COAST
 KV0808'GUARD STATION.  THE DISK WAS REMOVED AT THIS TIME.
 KV0808'
 KV0808'RM 2, BENEATH PAVEMENT, WAS NOT RECOVERED.
 KV0808
 KV0808                          STATION RECOVERY (1962)
 KV0808
 KV0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV0808'THE STATION AND REFERENCE MARK 2 WERE RECOVERED AT THIS TIME.  THE
 KV0808'TOWER COULD NOT BE BUILT OVER THE STATION AT THIS TIME DUE TO A
 KV0808'FOUR LEGGED STEEL STRUCTURE SUPPORTING A FLAG POLE BEING BUILT
 KV0808'OVER THE MARK.  REFERENCE MARK 3 WAS ESTABLISHED AND THE TOWER
 KV0808'BUILT OVER IT.  A TRAVERSE CONNECTION WAS MADE TO REFERENCE
 KV0808'MARK 3.  THE DISTANCE TO REFERENCE MARK 2 CHECKED BUT WAS
 KV0808'UNABLE TO CHECK THE DIRECTION DUE TO INSUFFICENT ROOM TO TURN
 KV0808'THE INSTRUMENT.  A DESCRIPTION TO REFERENCE MARK 3 FOLLOWS.
 KV0808'
 KV0808'REFERENCE MARK 3 IS 8 FEET SOUTHWEST OF A WOODEN FENCE AND A
 KV0808'WITNESS POST, 4 FEET NORTHEAST OF THE NORTHEAST EDGE OF A
 KV0808'PARKING LOT 45 FEET WEST OF THE CENTERLINE OF OCEAN AVENUE AND
 KV0808'84 FEET NORTH OF THE CENTERLINE OF THE PARKING LOT DRIVEWAY.  THE
 KV0808'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED SHARK RIVER
 KV0808'NO 3 1934.
 KV0808'
 KV0808'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KV0808
 KV0808                          STATION RECOVERY (1964)
 KV0808
 KV0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RG)
 KV0808'THE STATION AND RM 2 WERE RECOVERED IN GOOD CONDITION.  A
 KV0808'THOROUGH SEARCH WAS MADE FOR RM 1 AND THE AZIMUTH MARK BUT THEY
 KV0808'WERE NOT RECOVERED AT THIS DATE.
 KV0808'
 KV0808'THE STATION IS LOCATED ABOUT 0.7 MILE EAST ALONG WASHINGTON
 KV0808'AVENUE FROM THE RAILROAD STATION AT AVON, THENCE 0.4 MILE NORTH
 KV0808'ON OCEAN AVENUE TO THE COAST GUARD STATION, AT THE INTERSECTION
 KV0808'OF OCEAN AVENUE AND EAST END AVENUE, 89.0 FEET SOUTHEAST OF RM
 KV0808'2, 56.5 FEET EAST OF THE SOUTHEAST CORNER OF PORCH TO COAST
 KV0808'GUARD STATION, 49.0 FEET WEST OF THE CENTER LINE OF OCEAN
 KV0808'AVENUE, 36.0 FEET NORTH OF EAST END AVENUE, ABOUT LEVEL WITH
 KV0808'OCEAN AVENUE AND IS SET IN THE TOP OF A CONCRETE POST WHICH IS
 KV0808'PROJECTING ABOUT 1 INCH ABOVE THE GROUND AND IS SET UNDER A
 KV0808'TOWER.
 KV0808'
 KV0808'RM 2 IS 106.0 FEET WEST OF THE CENTER LINE OF OCEAN AVENUE,
 KV0808'89.0 FEET NORTHWEST OF SHARK RIVER, ABOUT LEVEL WITH OCEAN
 KV0808'AVENUE AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 KV0808'WITH THE GROUND, AT THE NORTHEAST CORNER OF THE PORCH TO THE
 KV0808'COAST GUARD STATION.
 KV0808
 KV0808                          STATION RECOVERY (1964)
 KV0808
 KV0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0808'1.1 MI NE FROM AVON.
 KV0808'0.7 MILE EAST ALONG WASHINGTON AVENUE FROM THE RAILROAD STATION AT
 KV0808'AVON, THENCE 0.4 MILE NORTH ON OCEAN AVENUE TO THE COAST GUARD
 KV0808'STATION, AT THE INTERSECTION OF OCEAN AVENUE AND EAST END AVENUE,
 KV0808'89.0 FEET SOUTHEAST OF R.M. 2, 56.5 FEET EAST OF THE SOUTHEAST
 KV0808'CORNER OF PORCH TO COAST GUARD STATION, 49.0 FEET WEST OF THE
 KV0808'CENTER LINE OF OCEAN AVENUE, 36.0 FEET NORTH OF CENTER LINE OF
 KV0808'EAST END AVENUE, ABOUT LEVEL WITH OCEAN AVENUE AND IS SET IN THE
 KV0808'TOP OF A CONCRETE POST WHICH IS PROJECTING ABOUT 1-INCH ABOVE THE
 KV0808'GROUND AND IS SET UNDER A TOWER.
 KV0808
 KV0808                          STATION RECOVERY (1984)
 KV0808
 KV0808'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV0808'STATION FOUND LOST.
 KV0808'
 KV0808'COAST GUARD STATION NO LONGER EXISTS.  THE GROUND HAS BEEN FILLED AND
 KV0808'AN APARTMENT HOUSE IS NOW ON THE SITE.
 KV0808'
 KV0808'NEITHER RM 1 OR RM 2 WERE RECOVERED.
 KV0808
 KV0808                          STATION RECOVERY (1989)
 KV0808
 KV0808'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWK)
 KV0808'MARK NOT FOUND.
 KV0808
 KV0808                          STATION RECOVERY (1992)
 KV0808
 KV0808'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0808'MARK NOT FOUND.
 KV0808
 KV0808                          STATION RECOVERY (1992)
 KV0808
 KV0808'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5208 ***********************************************************************
 KV5208  DESIGNATION -  SHARK RIVER INLET CG TOWER
 KV5208  PID         -  KV5208
 KV5208  STATE/COUNTY-  NJ/MONMOUTH
 KV5208  USGS QUAD   -  ASBURY PARK (1989)
 KV5208
 KV5208                         *CURRENT SURVEY CONTROL
 KV5208  ___________________________________________________________________
 KV5208* NAD 83(1996)-  40 11 11.10758(N)    074 00 33.45337(W)     ADJUSTED  
 KV5208* NAVD 88     -                                                        
 KV5208  ___________________________________________________________________
 KV5208  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 KV5208  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV5208
 KV5208  HORZ ORDER  -  THIRD
 KV5208
 KV5208.The horizontal coordinates were established by classical geodetic methods
 KV5208.and adjusted by the National Geodetic Survey in September 1999..
 KV5208
 KV5208
 KV5208.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5208
 KV5208.The geoid height was determined by GEOID03.
 KV5208
 KV5208;                    North         East     Units Scale Factor Converg.
 KV5208;SPC NJ       -   150,327.075   191,785.132   MT  0.99992149   +0 18 59.9
 KV5208;SPC NJ       -   493,198.08    629,215.05   sFT  0.99992149   +0 18 59.9
 KV5208;UTM  18      - 4,448,918.734   584,336.782   MT  0.99968756   +0 38 21.5
 KV5208
 KV5208                          SUPERSEDED SURVEY CONTROL
 KV5208
 KV5208  NAD 83(1986)-  40 11 11.10713(N)    074 00 33.44707(W) AD(       ) 4
 KV5208  NAD 27      -  40 11 10.69700(N)    074 00 34.95100(W) AD(       ) 3
 KV5208
 KV5208.Superseded values are not recommended for survey control.
 KV5208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5208.See file dsdata.txt to determine how the superseded data were derived.
 KV5208
 KV5208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8433748919(NAD 83)
 KV5208_MARKER: 55 = TOWER
 KV5208
 KV5208  HISTORY     - Date     Condition        Report By
 KV5208  HISTORY     - 1962     FIRST OBSERVED   CGS
 KV5208  HISTORY     - 19920809 MARK NOT FOUND   USPSQD
 KV5208
 KV5208                          STATION DESCRIPTION
 KV5208
 KV5208'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5197 ***********************************************************************
 AI5197  DESIGNATION -  SHARK RIVER INLET N BKWTR LT 2
 AI5197  PID         -  AI5197
 AI5197  STATE/COUNTY-  NJ/MONMOUTH
 AI5197  USGS QUAD   -  ASBURY PARK (1989)
 AI5197
 AI5197                         *CURRENT SURVEY CONTROL
 AI5197  ___________________________________________________________________
 AI5197* NAD 83(1996)-  40 11 14.88971(N)    074 00 28.62645(W)     ADJUSTED  
 AI5197* NAVD 88     -        11.9    (meters)      39.     (feet)  VERTCON   
 AI5197  ___________________________________________________________________
 AI5197  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AI5197  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 AI5197
 AI5197  HORZ ORDER  -  THIRD
 AI5197
 AI5197.The horizontal coordinates were established by classical geodetic methods
 AI5197.and adjusted by the National Geodetic Survey in May 2000..
 AI5197
 AI5197.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI5197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI5197
 AI5197.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5197
 AI5197.The geoid height was determined by GEOID03.
 AI5197
 AI5197;                    North         East     Units Scale Factor Converg.
 AI5197;SPC NJ       -   150,444.352   191,898.660   MT  0.99992160   +0 19 03.1
 AI5197;SPC NJ       -   493,582.84    629,587.52   sFT  0.99992160   +0 19 03.1
 AI5197;UTM  18      - 4,449,036.621   584,449.622   MT  0.99968779   +0 38 24.7
 AI5197
 AI5197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5197!SPC NJ       -   1.00000329  x   0.99992160  =   0.99992489
 AI5197!UTM  18      -   1.00000329  x   0.99968779  =   0.99969108
 AI5197
 AI5197                          SUPERSEDED SURVEY CONTROL
 AI5197
 AI5197  NGVD 29 (05/18/00)   12.2    (m)           40.     (f) VERT ANG       
 AI5197
 AI5197.Superseded values are not recommended for survey control.
 AI5197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5197.See file dsdata.txt to determine how the superseded data were derived.
 AI5197
 AI5197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8445049037(NAD 83)
 AI5197_MARKER: 14 = NAVIGATION LIGHT
 AI5197
 AI5197  HISTORY     - Date     Condition        Report By
 AI5197  HISTORY     - 1988     FIRST OBSERVED   NOSAMC
 AI5197
 AI5197                          STATION DESCRIPTION
 AI5197
 AI5197'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5197'THE STATION IS LOCATED AT THE SE EDGE OF AVON-BY-THE SEA, N.J. ON THE
 AI5197'NORTH BREAKWATER OF THE SHARK RIVER INLET. THE STATION IS THE CENTER
 AI5197'OF THE LIGHT AFFIXED TO THE TOP OF A SKELETON STEEL TOWER. THIS IS
 AI5197'LIGHT NUMBER 37330 OF THE 1988 EDITION OF VOLUME 1 OF THE U.S. COAST
 AI5197'GUARD LIGHT LIST. THERE IS A SOLAR COLLECTOR AND BATTERY BOX LOCATED
 AI5197'AT THE TOP OF THE TOWER WHICH IS MAINTAINED BY THE U.S. COAST GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5198 ***********************************************************************
 AI5198  DESIGNATION -  SHARK RIVER INLET S BKWTR LT 1
 AI5198  PID         -  AI5198
 AI5198  STATE/COUNTY-  NJ/MONMOUTH
 AI5198  USGS QUAD   -  ASBURY PARK (1989)
 AI5198
 AI5198                         *CURRENT SURVEY CONTROL
 AI5198  ___________________________________________________________________
 AI5198* NAD 83(1996)-  40 11 11.11604(N)    074 00 26.10645(W)     ADJUSTED  
 AI5198* NAVD 88     -        13.2    (meters)      43.     (feet)  VERTCON   
 AI5198  ___________________________________________________________________
 AI5198  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 AI5198  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 AI5198
 AI5198  HORZ ORDER  -  THIRD
 AI5198
 AI5198.The horizontal coordinates were established by classical geodetic methods
 AI5198.and adjusted by the National Geodetic Survey in May 2000..
 AI5198
 AI5198.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI5198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI5198
 AI5198.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5198
 AI5198.The geoid height was determined by GEOID03.
 AI5198
 AI5198;                    North         East     Units Scale Factor Converg.
 AI5198;SPC NJ       -   150,328.299   191,958.912   MT  0.99992167   +0 19 04.7
 AI5198;SPC NJ       -   493,202.09    629,785.20   sFT  0.99992167   +0 19 04.7
 AI5198;UTM  18      - 4,448,920.936   584,510.512   MT  0.99968792   +0 38 26.3
 AI5198
 AI5198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5198!SPC NJ       -   1.00000308  x   0.99992167  =   0.99992475
 AI5198!UTM  18      -   1.00000308  x   0.99968792  =   0.99969100
 AI5198
 AI5198                          SUPERSEDED SURVEY CONTROL
 AI5198
 AI5198  NGVD 29 (05/18/00)   13.6    (m)           45.     (f) VERT ANG       
 AI5198
 AI5198.Superseded values are not recommended for survey control.
 AI5198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5198.See file dsdata.txt to determine how the superseded data were derived.
 AI5198
 AI5198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8451148921(NAD 83)
 AI5198_MARKER: 14 = NAVIGATION LIGHT
 AI5198
 AI5198  HISTORY     - Date     Condition        Report By
 AI5198  HISTORY     - 1988     FIRST OBSERVED   NOSAMC
 AI5198
 AI5198                          STATION DESCRIPTION
 AI5198
 AI5198'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5198'THE STATION IS LOCATED AT THE NE EDGE OF BELMAR, N.J. ON THE SOUTH
 AI5198'BREAKWATER OF THE SHARK RIVER INLET. THE STATION IS THE CENTER OF
 AI5198'LIGHT WHICH IS AFFIXED TO THE TOP OF A SKELETON STEEL TOWER. THIS IS
 AI5198'LIGHT NUMBER 37335 OF THE 1988 EDITION OF VOLUME 1 OF THE U.S. COAST
 AI5198'GUARD LIGHT LIST. THERE IS A SOLAR COLLECTOR AND BATTERY BOX LOCATED
 AI5198'AT THE TOP OF THE TOWER WHICH IS MAINTAINED BY THE U.S. COAST GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0809 ***********************************************************************
 KV0809  DESIGNATION -  SHARK RIVER RM 2
 KV0809  PID         -  KV0809
 KV0809  STATE/COUNTY-  NJ/MONMOUTH
 KV0809  USGS QUAD   -  ASBURY PARK (1989)
 KV0809
 KV0809                         *CURRENT SURVEY CONTROL
 KV0809  ___________________________________________________________________
 KV0809* NAD 83(1986)-  40 11 39.     (N)    074 00 31.     (W)     SCALED    
 KV0809* NAVD 88     -         4.367  (meters)      14.33   (feet)  ADJUSTED  
 KV0809  ___________________________________________________________________
 KV0809  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV0809  DYNAMIC HT  -           4.365 (meters)      14.32  (feet)  COMP
 KV0809  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 KV0809
 KV0809  VERT ORDER  -  FIRST     CLASS I
 KV0809
 KV0809.The horizontal coordinates were scaled from a topographic map and have
 KV0809.an estimated accuracy of +/- 6 seconds.
 KV0809
 KV0809.The orthometric height was determined by differential leveling
 KV0809.and adjusted by the National Geodetic Survey in June 1991..
 KV0809
 KV0809.The geoid height was determined by GEOID03.
 KV0809
 KV0809.The dynamic height is computed by dividing the NAVD 88
 KV0809.geopotential number by the normal gravity value computed on the
 KV0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0809.degrees latitude (g = 980.6199 gals.).
 KV0809
 KV0809.The modeled gravity was interpolated from observed gravity values.
 KV0809
 KV0809;                    North         East    Units  Estimated Accuracy
 KV0809;SPC NJ       -   151,190.      191,840.      MT  (+/- 180 meters Scaled)
 KV0809
 KV0809                          SUPERSEDED SURVEY CONTROL
 KV0809
 KV0809  NGVD 29 (04/16/92)    4.691  (m)           15.39   (f) ADJUSTED    1 1
 KV0809
 KV0809.Superseded values are not recommended for survey control.
 KV0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0809.See file dsdata.txt to determine how the superseded data were derived.
 KV0809
 KV0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK843497(NAD 83)
 KV0809_MARKER: DR = REFERENCE MARK DISK
 KV0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0809_STAMPING: SHARK RIVER 1934 RM 2
 KV0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0809+STABILITY: SURFACE MOTION
 KV0809
 KV0809  HISTORY     - Date     Condition        Report By
 KV0809  HISTORY     - 1934     MONUMENTED       CGS
 KV0809  HISTORY     - 1964     GOOD             CGS
 KV0809  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV0809  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0809  HISTORY     - 19920822 MARK NOT FOUND   USPSQD
 KV0809
 KV0809                          STATION DESCRIPTION
 KV0809
 KV0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0809'1.1 MI NE FROM AVON.
 KV0809'0.7 MILE EAST ALONG WASHINGTON AVENUE FROM THE RAILROAD STATION
 KV0809'AT AVON, THENCE 0.4 MILE NORTH ON OCEAN AVENUE TO THE COAST GUARD
 KV0809'STATION AT THE INTERSECTION OF OCEAN AVENUE AND EAST END AVENUE,
 KV0809'106.0 FEET WEST OF THE CENTER LINE OF OCEAN AVENUE, 89.0 FEET
 KV0809'NORTHWEST OF SHARK RIVER STATION, ABOUT LEVEL WITH OCEAN AVENUE
 KV0809'AND IS SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 KV0809'THE SURFACE OF THE GROUND, AT THE NORTHEAST CORNER OF PORCH TO
 KV0809'COAST GUARD STATION.
 KV0809
 KV0809                          STATION RECOVERY (1984)
 KV0809
 KV0809'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0809'MARK NOT FOUND.
 KV0809
 KV0809                          STATION RECOVERY (1987)
 KV0809
 KV0809'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0809'MARK NOT FOUND.
 KV0809
 KV0809                          STATION RECOVERY (1992)
 KV0809
 KV0809'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5205 ***********************************************************************
 KV5205  DESIGNATION -  SHARK RIVER RM 3
 KV5205  PID         -  KV5205
 KV5205  STATE/COUNTY-  NJ/MONMOUTH
 KV5205  USGS QUAD   -  ASBURY PARK (1989)
 KV5205
 KV5205                         *CURRENT SURVEY CONTROL
 KV5205  ___________________________________________________________________
 KV5205* NAD 83(1996)-  40 11 43.22322(N)    074 00 32.90565(W)     ADJUSTED  
 KV5205* NAVD 88     -         2.4    (meters)       8.     (feet)  VERTCON   
 KV5205  ___________________________________________________________________
 KV5205  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 KV5205  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV5205
 KV5205  HORZ ORDER  -  SECOND
 KV5205
 KV5205.The horizontal coordinates were established by classical geodetic methods
 KV5205.and adjusted by the National Geodetic Survey in September 1999..
 KV5205
 KV5205.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5205
 KV5205.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5205
 KV5205.The geoid height was determined by GEOID03.
 KV5205
 KV5205;                    North         East     Units Scale Factor Converg.
 KV5205;SPC NJ       -   151,317.628   191,792.611   MT  0.99992149   +0 19 00.5
 KV5205;SPC NJ       -   496,447.92    629,239.59   sFT  0.99992149   +0 19 00.5
 KV5205;UTM  18      - 4,449,909.082   584,338.682   MT  0.99968756   +0 38 22.3
 KV5205
 KV5205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5205!SPC NJ       -   1.00000478  x   0.99992149  =   0.99992627
 KV5205!UTM  18      -   1.00000478  x   0.99968756  =   0.99969234
 KV5205
 KV5205|---------------------------------------------------------------------|
 KV5205| PID    Reference Object                     Distance      Geod. Az  |
 KV5205|                                                           dddmmss.s |
 KV5205| KV0808 SHARK RIVER                          92.947 METERS 17201     |
 KV5205| KV5208 SHARK RIVER INLET CG TOWER          APPROX. 1.0 KM 1804457.8 |
 KV5205| KV0809 SHARK RIVER RM 2                     78.181 METERS 18140     |
 KV5205| KV5155 BELMAR STANDPIPE                    APPROX. 2.6 KM 2205411.2 |
 KV5205| KV5145 AVON WATER TANK                     APPROX. 1.1 KM 2610719.8 |
 KV5205| KV5146 EVANS SIGNAL LAB RADIO MAST         APPROX. 4.9 KM 2621451.4 |
 KV5205| CB6365 SHARK RIVER AZ MK                                  2745145.3 |
 KV5205| KV5142 BELMAR SILVER TANK                  APPROX. 1.2 KM 3063311.9 |
 KV5205| KV5129 NEPTUNE MICROWAVE RELAY TOWER       APPROX. 5.1 KM 3101026.5 |
 KV5205| KV5132 NEPTUNE RADIO STA WJLK TOWER        APPROX. 3.8 KM 3114258.2 |
 KV5205| KV5181 OAKHURST US ARMY TOWER              APPROX. 5.6 KM 3300930.6 |
 KV5205|---------------------------------------------------------------------|
 KV5205
 KV5205                          SUPERSEDED SURVEY CONTROL
 KV5205
 KV5205  NAD 83(1986)-  40 11 43.22225(N)    074 00 32.89975(W) AD(       ) 2
 KV5205  NAD 27      -  40 11 42.81250(N)    074 00 34.40350(W) AD(       ) 2
 KV5205  NGVD 29 (07/19/86)    2.7    (m)            9.     (f) VERT ANG       
 KV5205
 KV5205.Superseded values are not recommended for survey control.
 KV5205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5205.See file dsdata.txt to determine how the superseded data were derived.
 KV5205
 KV5205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8433949909(NAD 83)
 KV5205_MARKER: DS = TRIANGULATION STATION DISK
 KV5205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5205_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5205
 KV5205  HISTORY     - Date     Condition        Report By
 KV5205  HISTORY     - 1962     MONUMENTED       CGS
 KV5205  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 KV5205
 KV5205                          STATION DESCRIPTION
 KV5205
 KV5205'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV5205'THE STATION IS LOCATED AT THE SHARK RIVER COAST GUARD STATION,
 KV5205'ON THE WEST SIDE OF OCEAN AVENUE, 0.5 MILE NORTH OF THE BRIDGE
 KV5205'OVER SHARK RIVER INLET.  IT IS 256 FEET NORTH OF THE NORTHEAST
 KV5205'CORNER OF THE COAST GUARD STATION, 8 FEET SOUTHWEST OF A
 KV5205'WITNESS POST AND A WOODEN FENCE, 4 FEET NORTHEAST OF THE
 KV5205'NORTHEAST EDGE OF A PARKING LOT, 45 FEET WEST OF THE CENTERLINE
 KV5205'OF OCEAN AVENUE AND 84 FEET NORTH OF THE CENTERLINE OF THE
 KV5205'DRIVEWAY TO THE PARKING LOT.  THE MONUMENT PROJECTS 3 INCHES
 KV5205'AND THE DISK IS STAMPED SHARK RIVER NO 3 1934.
 KV5205'
 KV5205'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON OCEAN
 KV5205'AVENUE FOR 0.05 MILE TO EVERGREEN AVENUE.  TURN LEFT AND GO
 KV5205'NORTHWEST ON EVERGREEN AVENUE FOR 0.05 MILE TO BRADLEY
 KV5205'BOULEVARD.  TURN LEFT AND GO WEST ON BRADLEY BOULEVARD FOR 0.3
 KV5205'MILE TO BURLINGTON AVENUE AND THE AZIMUTH MARK IN THE CURB ON
 KV5205'THE RIGHT IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 KV5205'
 KV5205'SHARK RIVER 1934 IS NEAR THE CENTER OF THE COAST GUARD FLAG POLE
 KV5205'TOWER, 5 FEET NORTH OF THE SOUTHEAST LEG OF THE TOWER, 5 FEET
 KV5205'SOUTH OF THE NORTHEAST LEG OF THE TOWER, 12 NORTHWEST OF A
 KV5205'FENCE CORNER, 51 FEET WEST OF THE CENTERLINE OF OCEAN AVENUE
 KV5205'AND 56 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE COAST GUARD
 KV5205'STATION.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED SHARK
 KV5205'RIVER 1934.
 KV5205'
 KV5205'REFERENCE MARK 2 IS 1 FOOT SOUTHEAST OF THE NORTHEAST CORNER OF
 KV5205'THE COAST GUARD PORCH, 7 FEET NORTH OF A CONCRETE STEP AND 23
 KV5205'FEET SOUTH OF THE NORTHEAST CORNER OF THE COAST GUARD
 KV5205'BUILDING.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED SHARK
 KV5205'RIVER NO 2 1934.
 KV5205'
 KV5205'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK CEMENTED IN A
 KV5205'DRILL HOLE IN A STREET CURB.  IT IS 11 FEET SOUTHEAST OF A
 KV5205'LIGHT POLE, 9 FEET SOUTHEAST OF A WITNESS POST, 27 FEET SOUTHEAST
 KV5205'OF THE CENTERLINE OF BURLINGTON AVENUE AND 30 FEET NORTH OF THE
 KV5205'CENTERLINE OF BRADLEY BOULEVARD.  THE DISK IS FLUSH AND IS
 KV5205'STAMPED SHARK RIVER 1934.
 KV5205'
 KV5205'HEIGHT OF LIGHT ABOVE STATION MARK 22.13 METERS.
 KV5205
 KV5205                          STATION RECOVERY (1995)
 KV5205
 KV5205'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2980 ***********************************************************************
 JU2980  DESIGNATION -  SHARP
 JU2980  PID         -  JU2980
 JU2980  STATE/COUNTY-  NJ/CUMBERLAND
 JU2980  USGS QUAD   -  PORT ELIZABETH (1994)
 JU2980
 JU2980                         *CURRENT SURVEY CONTROL
 JU2980  ___________________________________________________________________
 JU2980* NAD 83(1996)-  39 15 29.73078(N)    074 59 35.38462(W)     ADJUSTED  
 JU2980* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2980  ___________________________________________________________________
 JU2980  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 JU2980  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 JU2980
 JU2980  HORZ ORDER  -  SECOND
 JU2980
 JU2980.The horizontal coordinates were established by classical geodetic methods
 JU2980.and adjusted by the National Geodetic Survey in September 1999..
 JU2980
 JU2980.The orthometric height was scaled from a topographic map.
 JU2980
 JU2980.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2980
 JU2980.The geoid height was determined by GEOID03.
 JU2980
 JU2980;                    North         East     Units Scale Factor Converg.
 JU2980;SPC NJ       -    47,284.845   107,439.003   MT  0.99992230   -0 18 43.5
 JU2980;SPC NJ       -   155,133.70    352,489.46   sFT  0.99992230   -0 18 43.5
 JU2980;SPC DE       -   139,762.090   236,552.797   MT  1.00001144   +0 16 04.8
 JU2980;SPC DE       -   458,536.12    776,090.30   sFT  1.00001144   +0 16 04.8
 JU2980;UTM  18      - 4,345,436.471   500,589.922   MT  0.99960000   +0 00 15.6
 JU2980
 JU2980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2980!SPC NJ       -   1.00000529  x   0.99992230  =   0.99992759
 JU2980!SPC DE       -   1.00000529  x   1.00001144  =   1.00001673
 JU2980!UTM  18      -   1.00000529  x   0.99960000  =   0.99960529
 JU2980
 JU2980|---------------------------------------------------------------------|
 JU2980| PID    Reference Object                     Distance      Geod. Az  |
 JU2980|                                                           dddmmss.s |
 JU2980| CB3002 SHARP RM 1                           27.230 METERS 00110     |
 JU2980| JU2968 LEESBURG ST PRISON SMOKESTACK       APPROX. 3.6 KM 1302258.1 |
 JU2980| JU3364 SQUARE BRICK SMOKESTACK             APPROX. 1.7 KM 2125801.8 |
 JU2980| CB3003 SHARP RM 2                           24.290 METERS 22749     |
 JU2980| CB3001 SHARP AZ MK                                        2685751.5 |
 JU2980| JU2979 MAURICETOWN CHURCH STEEPLE          APPROX. 2.9 KM 3573729.1 |
 JU2980|---------------------------------------------------------------------|
 JU2980
 JU2980                          SUPERSEDED SURVEY CONTROL
 JU2980
 JU2980  NAD 83(1991)-  39 15 29.71899(N)    074 59 35.38659(W) AD(       ) 2
 JU2980  NAD 83(1986)-  39 15 29.71391(N)    074 59 35.38890(W) AD(       ) 2
 JU2980  NAD 27      -  39 15 29.30200(N)    074 59 36.75600(W) AD(       ) 2
 JU2980
 JU2980.Superseded values are not recommended for survey control.
 JU2980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2980.See file dsdata.txt to determine how the superseded data were derived.
 JU2980
 JU2980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0059045436(NAD 83)
 JU2980_MARKER: DS = TRIANGULATION STATION DISK
 JU2980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2980
 JU2980  HISTORY     - Date     Condition        Report By
 JU2980  HISTORY     - 1935     MONUMENTED       CGS
 JU2980  HISTORY     - 1970     GOOD             NGS
 JU2980
 JU2980                          STATION DESCRIPTION
 JU2980
 JU2980'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU2980'STATION IS LOCATED ON THE PROPERTY OF WALTER SHARP OF PORT NORRIS,
 JU2980'ON THE TOP OF THE WEST LEVEE OF THE MAURICE RIVER, DIRECTLY ACROSS
 JU2980'THE RIVER FROM A 2-STORY CREAM-COLORED, FRAME HOUSE IN LEESBURG,
 JU2980'29 PACES SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE BARN, AND
 JU2980'9 PACES WEST-NORTHWEST OF THE WATERS EDGE.  THE MARK PROJECTS 6
 JU2980'INCHES AND IS STAMPED SHARP 1935.  NOTES 1A AND 7A.
 JU2980'
 JU2980'TO REACH THE STATION FROM THE CORNER OF MAIN AND SECOND STREETS
 JU2980'IN MILLVILLE, GO SOUTH ON SECOND STREET WHICH IS STATE HIGHWAY
 JU2980'49 FOR 6.4 MILES TO PORT ELIZABETH, CONTINUE SOUTH ON STATE
 JU2980'HIGHWAY 49 FOR 1.9 MILES TO A CONCRETE T-ROAD RIGHT AND A LARGE
 JU2980'STUCCO BUILDING IN THE NORTHWEST ANGLE, HERE TURN RIGHT ON A
 JU2980'CONCRETE ROAD WHICH BECOMES A MACADAM ROAD, FOR 1.2 MILES TO A
 JU2980'BRIDGE OVER THE MAURICE RIVER.  CONTINUE STRAIGHT AHEAD THROUGH
 JU2980'MAURICETOWN FOR 1.6 MILES TO A CROSS ROAD WHICH IS JUST BEYOND
 JU2980'A WHITE CHURCH IN HALEYVILLE (THE CHURCH IS ON THE RIGHT,
 JU2980'NORTH, SIDE OF THE ROAD), HERE TURN LEFT ON A CONCRETE ROAD
 JU2980'FOR 2.1 MILES TO A GRAVEL T-ROAD, LEFT, WHICH IS JUST SOUTH
 JU2980'OF A LARGE WHITE HOUSE WITH A RED BARN IN THE REAR, TURN LEFT
 JU2980'ON A NARROW ROAD FOLLOWING THE STRAIGHT ROAD AHEAD FOR 1.8
 JU2980'MILES TO THE RIVER BANK, TURN NORTHWARD FOR ABOUT 100 YARDS TO
 JU2980'THE STATION WHICH IS LOCATED ON A LEVEE.
 JU2980'
 JU2980'REFERENCE MARK NO. 1 IS 27.230 METERS (89.33 FEET) NORTH OF THE
 JU2980'STATION, 21 PACES EAST OF THE NORTHEAST CORNER OF A BARN, AND
 JU2980'13 PACES WEST-NORTHWEST OF THE CENTER OF THE TOP OF A LEVEE.  THE
 JU2980'MARK PROJECTS 6 INCHES AND IS STAMPED SHARP NO 1 1935.  NOTE 11A.
 JU2980'
 JU2980'REFERENCE MARK NO. 2 IS 24.290 METERS (79.69 FEET) SOUTHWEST OF
 JU2980'THE STATION, 21 PACES SOUTHEAST OF THE NORTHEAST CORNER OF A
 JU2980'2-STORY FRAME HOUSE, 19 PACES EAST-NORTHEAST OF A 12-INCH MAPLE
 JU2980'TREE, AND 10 PACES WEST-NORTHWEST OF THE CENTER OF THE TOP OF A
 JU2980'LEVEE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED SHARP NO 2
 JU2980'1935.  NOTE 11A.
 JU2980'
 JU2980'AZIMUTH MARK IS APPROXIMATELY 0.35 MILE WEST-SOUTHWEST OF THE
 JU2980'STATION, 11 PACES SOUTHEAST OF THE CENTER OF A BRIDGE OVER A
 JU2980'DRAINAGE DITCH, 8 PACES NORTH OF THE BANK OF ANOTHER DRAINAGE
 JU2980'DITCH, AND 4 PACES SOUTH OF THE CENTERLINE OF THE ROAD COMING INTO
 JU2980'THE STATION.  THE MARK PROJECTS 4 INCHES AND IS STAMPED SHARP
 JU2980'1935.  NOTE 11A.
 JU2980'
 JU2980'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2,
 JU2980'47.305 METERS (155.18 FEET).
 JU2980'
 JU2980'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 JU2980
 JU2980                          STATION RECOVERY (1970)
 JU2980
 JU2980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU2980'STATION MARK AND RMS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE
 JU2980'AZIMUTH MARK WAS NOT SEARCHED FOR.  THE ORIGINAL DESCRIPTION IS
 JU2980'INADEQUATE.  THE BUILDINGS ARE GONE EXCEPT FOR THE RUINS OF THE
 JU2980'OLD HOUSE AND THE STATION CAN BE REACHED BY BOAT ONLY.
 JU2980'
 JU2980'STATION IS LOCATED ON THE WEST LEVEE OF THE MAURICE RIVER,
 JU2980'DIRECTLY ACROSS THE RIVER FROM THE TOWN OF LEESBURG.  IT IS ABOUT
 JU2980'400 FEET NORTH-NORTHEAST OF A LARGE DITCH, 9.0 FEET WEST OF THE
 JU2980'HIGH-WATER LINE AND 1.0 FOOT EAST OF A METAL WITNESS
 JU2980'POST.  STATION IS MARKED BY A STANDARD DISK, STAMPED SHARP 1935,
 JU2980'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, WHICH
 JU2980'PROJECTS 6 INCHES ABOVE THE GROUND.
 JU2980'
 JU2980'RM 1 IS LOCATED 89.33 FEET NORTH OF THE STATION IN MARSH
 JU2980'GRASS.  IT IS 51.0 FEET WEST OF HIGH-WATER LINE AND 30.4 FEET
 JU2980'NORTH-NORTHWEST OF A WITNESS SIGN NAILED TO A 4 INCH FORK
 JU2980'CHERRY TREE.  IT IS MARKED BY A STANDARD REFERENCE MARK DISK,
 JU2980'STAMPED SHARP NO 1 1935, SET IN THE TOP OF A 12 INCH SQUARE
 JU2980'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
 JU2980'
 JU2980'RM 2 IS LOCATED 79.69 FEET SOUTHWEST OF THE STATION IN A MASS OF
 JU2980'TALL REEDS.  IT IS 40.0 FEET WEST-NORTHWEST OF THE HIGH-WATER
 JU2980'LINE, 21 PACES SOUTHEAST OF THE NORTHEAST CORNER OF AN OLD HOUSE
 JU2980'IN RUINS AND 12.4 FEET NORTH-NORTHWEST OF A WITNESS SIGN NAILED TO
 JU2980'A 4 INCH CEDAR TREE.  IT IS MARKED BY A STANDARD REFERENCE MARK
 JU2980'DISK, STAMPED SHARP NO 2 1935, SET IN THE TOP OF A 12 INCH
 JU2980'SQUARE CONCRETE MONUMENT, WHICH IS FLUSH WITH THE GROUND.
 JU2980'
 JU2980'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2980'ACROSS RIVER FROM LEESBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4980 ***********************************************************************
 KV4980  DESIGNATION -  SHB 3 USE 1932
 KV4980  PID         -  KV4980
 KV4980  STATE/COUNTY-  NJ/MONMOUTH
 KV4980  USGS QUAD   -  SANDY HOOK (1981)
 KV4980
 KV4980                         *CURRENT SURVEY CONTROL
 KV4980  ___________________________________________________________________
 KV4980* NAD 83(1996)-  40 26 21.53972(N)    074 05 36.94926(W)     ADJUSTED  
 KV4980* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KV4980  ___________________________________________________________________
 KV4980  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 KV4980  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV4980
 KV4980  HORZ ORDER  -  THIRD
 KV4980
 KV4980.The horizontal coordinates were established by classical geodetic methods
 KV4980.and adjusted by the National Geodetic Survey in September 1999..
 KV4980
 KV4980.The orthometric height was scaled from a topographic map.
 KV4980
 KV4980.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4980
 KV4980.The geoid height was determined by GEOID03.
 KV4980
 KV4980;                    North         East     Units Scale Factor Converg.
 KV4980;SPC NJ       -   178,370.056   184,477.493   MT  0.99991463   +0 15 49.0
 KV4980;SPC NJ       -   585,202.43    605,239.91   sFT  0.99991463   +0 15 49.0
 KV4980;UTM  18      - 4,476,913.345   576,872.697   MT  0.99967274   +0 35 16.7
 KV4980
 KV4980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4980!SPC NJ       -   1.00000450  x   0.99991463  =   0.99991913
 KV4980!UTM  18      -   1.00000450  x   0.99967274  =   0.99967724
 KV4980
 KV4980:                Primary Azimuth Mark                     Grid Az
 KV4980:SPC NJ       -  SANDY HOOK LH LIGHT 1835                 071 56 56.8
 KV4980:UTM  18      -  SANDY HOOK LH LIGHT 1835                 071 37 29.1
 KV4980
 KV4980|---------------------------------------------------------------------|
 KV4980| PID    Reference Object                     Distance      Geod. Az  |
 KV4980|                                                           dddmmss.s |
 KV4980| KV4987 SANDY HOOK LH LIGHT 1835            APPROX. 8.2 KM 0721245.8 |
 KV4980|---------------------------------------------------------------------|
 KV4980
 KV4980                          SUPERSEDED SURVEY CONTROL
 KV4980
 KV4980  NAD 83(1996)-  40 26 21.53927(N)    074 05 36.94903(W) AD(       ) 3
 KV4980  NAD 83(1986)-  40 26 21.53997(N)    074 05 36.94713(W) AD(       ) 3
 KV4980  NAD 27      -  40 26 21.16500(N)    074 05 38.45300(W) AD(       ) 3
 KV4980
 KV4980.Superseded values are not recommended for survey control.
 KV4980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4980.See file dsdata.txt to determine how the superseded data were derived.
 KV4980
 KV4980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7687376913(NAD 83)
 KV4980_MARKER: DD = SURVEY DISK
 KV4980_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV4980_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4980
 KV4980  HISTORY     - Date     Condition        Report By
 KV4980  HISTORY     - 1932     MONUMENTED       USE
 KV4980  HISTORY     - 1962     GOOD             CGS
 KV4980  HISTORY     - 19920728 MARK NOT FOUND   USPSQD
 KV4980
 KV4980                          STATION DESCRIPTION
 KV4980
 KV4980'DESCRIBED BY US ENGINEERS 1932 (RWW)
 KV4980'THIS STATION IS ON THE PORT MONMOUTH WATERFRONT APPROXIMATELY 2
 KV4980'MILES W OF POINT COMFORT, ON THE N SIDE OF SEABROOK AVENUE,
 KV4980'APPROXIMATELY 70 METERS W OF WILSON AVENUE.  IT IS LOCATED 12.6
 KV4980'METERS FROM THE CENTER LINE OF THE FORMER, ON THE E EDGE OF A
 KV4980'DIRT DRIVE CIRCLING OUT OVER THE POINT, 38 METERS S OF THE BLUFF
 KV4980'EDGE.
 KV4980'
 KV4980'STATION IS MARKED BY A 2-INCH BRONZE DISK (MARKED UNITED
 KV4980'STATES HARBOR LINE-REFERENCE MARK), HAVING A SMALL RAISED TRIANGLE
 KV4980'FOR CENTER, SET IN THE TOP OF A CONCRETE-FILLED 8-INCH TILE.  AS
 KV4980'THE ROAD SIDE OF THIS MONUMENT HAS BEEN BADLY BROKEN AWAY BY
 KV4980'VEHICLES OVER-RUNNING IT, A HEAVY CONCRETE COLLAR (2 FEET IN
 KV4980'DIAMETER BY 1 FOOT DEEP) WAS BUILT IN TO PROTECT THE CENTER
 KV4980'MARK.  NO REFERENCE MARKS WERE PLACED, NOR ANY REFERENCE
 KV4980'MEASUREMENTS TAKEN.
 KV4980'
 KV4980'THERE IS EXCELLENT FOOTING FOR CENTRAL OR ECCENTRIC TRIPOD
 KV4980'SET-UPS.
 KV4980
 KV4980                          STATION RECOVERY (1962)
 KV4980
 KV4980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV4980'THE STATION WAS RECOVERED AFTER STATION SHOAL WAS ESTABLISHED AND
 KV4980'A TRAVERSE CONNECTION WAS MADE FROM STATION SHOAL, THE DISTANCE
 KV4980'BEING 52.04 FEET AND 15.8624 METERS.
 KV4980'
 KV4980'FOR A COMPLETE DESCRIPTION, SEE DESCRIPTION TO STATION SHOAL.
 KV4980
 KV4980                          STATION RECOVERY (1992)
 KV4980
 KV4980'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV4980'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4982 ***********************************************************************
 KV4982  DESIGNATION -  SHB 6 USE 1932
 KV4982  PID         -  KV4982
 KV4982  STATE/COUNTY-  NJ/MONMOUTH
 KV4982  USGS QUAD   -  SANDY HOOK (1981)
 KV4982
 KV4982                         *CURRENT SURVEY CONTROL
 KV4982  ___________________________________________________________________
 KV4982* NAD 83(1996)-  40 25 12.85760(N)    074 03 08.02261(W)     ADJUSTED  
 KV4982* NAVD 88     -         2.4    (meters)       8.     (feet)  GPS OBS   
 KV4982  ___________________________________________________________________
 KV4982  X           -   1,336,041.738 (meters)                     COMP
 KV4982  Y           -  -4,675,412.207 (meters)                     COMP
 KV4982  Z           -   4,113,601.468 (meters)                     COMP
 KV4982  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 KV4982  ELLIP HEIGHT-         -30.05  (meters)          (10/23/02) GPS OBS
 KV4982  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV4982
 KV4982  HORZ ORDER  -  FIRST
 KV4982  ELLP ORDER  -  FOURTH    CLASS I
 KV4982
 KV4982.The horizontal coordinates were established by GPS observations
 KV4982.and adjusted by the National Geodetic Survey in May 1999..
 KV4982
 KV4982.The orthometric height was determined by GPS observations and a
 KV4982.high-resolution geoid model.
 KV4982
 KV4982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4982
 KV4982.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4982
 KV4982.The ellipsoidal height was determined by GPS observations
 KV4982.and is referenced to NAD 83.
 KV4982
 KV4982.The geoid height was determined by GEOID03.
 KV4982
 KV4982;                    North         East     Units Scale Factor Converg.
 KV4982;SPC NJ       -   176,268.709   187,997.768   MT  0.99991777   +0 17 25.2
 KV4982;SPC NJ       -   578,308.26    616,789.34   sFT  0.99991777   +0 17 25.2
 KV4982;UTM  18      - 4,474,832.455   580,403.961   MT  0.99967958   +0 36 52.4
 KV4982
 KV4982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4982!SPC NJ       -   1.00000471  x   0.99991777  =   0.99992248
 KV4982!UTM  18      -   1.00000471  x   0.99967958  =   0.99968429
 KV4982
 KV4982|---------------------------------------------------------------------|
 KV4982| PID    Reference Object                     Distance      Geod. Az  |
 KV4982|                                                           dddmmss.s |
 KV4982| KV4991 SHB 6 USE 1932 RM 1                   7.156 METERS 00336     |
 KV4982| KV4988 SANDY HOOK SHORAN                   APPROX. 6.6 KM 0315741.8 |
 KV4982|---------------------------------------------------------------------|
 KV4982
 KV4982                          SUPERSEDED SURVEY CONTROL
 KV4982
 KV4982  ELLIP H (05/14/99)  -30.07   (m)                       GP(       ) 4 1
 KV4982  NAD 83(1996)-  40 25 12.85705(N)    074 03 08.02243(W) AD(       ) 1
 KV4982  NAD 83(1992)-  40 25 12.85687(N)    074 03 08.02238(W) AD(       ) 1
 KV4982  ELLIP H (09/14/94)  -30.14   (m)                       GP(       ) 3 1
 KV4982  NAD 83(1986)-  40 25 12.85807(N)    074 03 08.02019(W) AD(       ) 2
 KV4982  NAD 27      -  40 25 12.47100(N)    074 03 09.52800(W) AD(       ) 2
 KV4982
 KV4982.Superseded values are not recommended for survey control.
 KV4982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4982.See file dsdata.txt to determine how the superseded data were derived.
 KV4982
 KV4982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8040474832(NAD 83)
 KV4982_MARKER: DR = REFERENCE MARK DISK
 KV4982_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV4982_SP_SET: CLAY TILE IN EARTH
 KV4982_MARK LOGO: USE   
 KV4982_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4982+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1993
 KV4982
 KV4982  HISTORY     - Date     Condition        Report By
 KV4982  HISTORY     - 1932     MONUMENTED       USE
 KV4982  HISTORY     - 1932     GOOD             USE
 KV4982  HISTORY     - 1949     GOOD             CGS
 KV4982  HISTORY     - 1962     GOOD             CGS
 KV4982  HISTORY     - 1970     GOOD             NGS
 KV4982  HISTORY     - 1983     GOOD             USPSQD
 KV4982  HISTORY     - 19920728 GOOD             USPSQD
 KV4982  HISTORY     - 19930811 GOOD             NJGS
 KV4982
 KV4982                          STATION DESCRIPTION
 KV4982
 KV4982'DESCRIBED BY US ENGINEERS 1932 (RWW)
 KV4982'THIS STATION IS ON THE SANDY HOOK BAY WATERFRONT APPROXIMATELY
 KV4982'1 MILE W OF THE ATLANTIC HIGHLANDS PIER AND 1/5 MILE E OF
 KV4982'CONOVER BEACON, N OF BURLINGTON AVENUE ON THE W SIDE OF THE
 KV4982'PROLONGATION OF CHAMONE AVENUE.  IT IS LOCATED 10 METERS INSHORE
 KV4982'FROM HIGH-WATER LINE, 50 METERS N OF THE CENTER LINE OF
 KV4982'BURLINGTON AVENUE AND 8 METERS W OF THE CENTER LINE OF CHAMONE
 KV4982'AVENUE, ON THE STREET SIDE OF A TALL PRIVET HEDGE, TO THE
 KV4982'SEAWARD OF ANY TREES IN THE IMMEDIATE VICINITY.
 KV4982'
 KV4982'STATION IS MARKED BY THE 5/32-INCH DRILL HOLE IN A 2-INCH
 KV4982'BRONZE HARBOR LINE REFERENCE DISK SET IN THE TOP OF AN 8-INCH
 KV4982'CONCRETE-FILLED TILE, SEVERAL INCHES BELOW GROUND SURFACE.  NO
 KV4982'C. AND G.S. REFERENCE MARKS WERE PLACED, NOR ANY REFERENCE
 KV4982'MEASUREMENTS TAKEN.
 KV4982'
 KV4982'THERE IS SUFFICIENT ROOM AND EXCELLENT FOOTING FOR A CENTRAL
 KV4982'TRIPOD SET-UP.
 KV4982'
 KV4982'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 KV4982
 KV4982                          STATION RECOVERY (1932)
 KV4982
 KV4982'RECOVERY NOTE BY US ENGINEERS 1932
 KV4982'RECOVERED IN GOOD CONDITION.
 KV4982
 KV4982                          STATION RECOVERY (1949)
 KV4982
 KV4982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WJC)
 KV4982'THE STATION IS LOCATED IN THE TOWN OF LEONARDO ON THE S SHORE
 KV4982'OF SANDY HOOK BAY, ABOUT 0.2 MILE E OF CONOVER BEACON LIGHT.  IT
 KV4982'IS ON THE W SIDE OF CHAMONE AVENUE, N OF THE INTERSECTION OF
 KV4982'BURLINGTON AVENUE.  IT IS ABOUT 12 FEET FROM THE HIGH-WATER LINE,
 KV4982'27.38 FEET NE OF THE NE CORNER OF A WOODEN HOUSE, 12.54 FEET
 KV4982'SE OF THE NE CORNER OF A WOODEN BULKHEAD RETAINING WALL, 2.5
 KV4982'FEET E OF A HEDGE, AND ABOUT 22.5 FEET W OF THE CENTER LINE OF
 KV4982'CHAMONE AVENUE EXTENDED.
 KV4982'
 KV4982'STATION MARK IS A UNITED STATES HARBOR LINE REFERENCE MARK BRONZE
 KV4982'DISK SET IN CONCRETE AT THE CENTER OF THE TOP OF AN 8-INCH TILE
 KV4982'PIPE.  IN APRIL 1949, THERE WAS NO STATION IDENTIFICATION STAMPED
 KV4982'ON THE MARK.
 KV4982
 KV4982                          STATION RECOVERY (1962)
 KV4982
 KV4982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV4982'THE STATION WAS RECOVERED IN GOOD CONDITION AND A REFERENCE
 KV4982'MARK 1 WAS ESTABLISHED AT THIS TIME.
 KV4982'
 KV4982'A COMPLETE NEW DESCRIPTION FOLLOWS--
 KV4982'
 KV4982'THE STATION IS LOCATED IN THE NORTHEAST PART OF LEONARDO AND
 KV4982'IN THE BACK YARD OF 33 BURLINGTON AVENUE.  IT IS 164 FEET NORTH
 KV4982'OF THE INTERSECTION OF BURLINGTON AND CHAMONE AVENUES, 26 FEET
 KV4982'SOUTH OF THE NORTHEAST CORNER OF A CONCRETE RETAINING WALL AND
 KV4982'1 FOOT EAST OF THE EAST EDGE OF THE CONCRETE RETAINING WALL.  THE
 KV4982'STATION IS A UNITED STATES HARBOR LINE REFERENCE MARK BRONZE
 KV4982'DISK SET IN CONCRETE AT THE CENTER OF THE TOP OF AN 8 INCH TILE
 KV4982'PIPE.  THERE IS NO IDENTIFICATION STAMPING ON THE MARK.
 KV4982'
 KV4982'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SHB 6 NO 1 1932
 KV4982'CEMENTED IN A DRILLED HOLE NEAR THE NORTHEAST CORNER OF THE
 KV4982'CONCRETE RETAINING WALL.  IT IS 190 FEET NORTH OF THE
 KV4982'CENTERLINE OF BURLINGTON AVENUE, 55 FEET NORTHEAST OF THE
 KV4982'NORTHWEST CORNER OF A CONCRETE AND FRAME HOUSE, 4 FEET WEST OF
 KV4982'THE EAST EDGE OF THE CONCRETE RETAINING WALL AND 3 FEET SOUTH OF
 KV4982'THE NORTH EDGE OF THE CONCRETE RETAINING WALL.
 KV4982'
 KV4982'HEIGHT OF LIGHT ABOVE STATION MARK 1.77 METERS.
 KV4982
 KV4982                          STATION RECOVERY (1970)
 KV4982
 KV4982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JWD)
 KV4982'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED IN RECOVERY
 KV4982'NOTE NEW DESCRIPTION 1962.  ALL MARKS WERE IN GOOD CONDITION,
 KV4982'THE DISTANCE VERIFIED, AND THE DESCRIPTION WAS ENTIRELY ADEQUATE.
 KV4982
 KV4982                          STATION RECOVERY (1983)
 KV4982
 KV4982'RECOVERY NOTE BY US POWER SQUADRON 1983 (PJM)
 KV4982'THIS STATION IS IN GOOD CONDITION AND ALWAYS IN USE ACCORDING TO
 KV4982'WILLIARD AND YORKANIS, INC. 157 BROAD ST. RED BANKS N.J.
 KV4982
 KV4982                          STATION RECOVERY (1992)
 KV4982
 KV4982'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV4982'RECOVERED IN GOOD CONDITION.
 KV4982
 KV4982                          STATION RECOVERY (1993)
 KV4982
 KV4982'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV4982'THE STATION IS LOCATED IN LEONARDO ON THE SANDY HOOK BAY WATERFRONT AT
 KV4982'THE END OF CHAMONE AVENUE, ADJACENT TO THE EAST CONCRETE RETAINING
 KV4982'WALL AND WOODEN DECKING FOR HOUSE NUMBER 33 BURLINGTON AVENUE. THE
 KV4982'OWNER IS WILLIAM ANNA.  TO REACH THE STATION FROM THE RAILROAD BRIDGE
 KV4982'BELONGING TO THE U.S. NAVAL WEAPONS STATION EARLE OVER STATE ROUTE
 KV4982'36, GO 0.7 MI (1.1 KM) TO THE JUGHANDLE JUNCTION WITH LEONARD AVENUE.
 KV4982'TAKE THE JUGHANDLE AND GO 0.45 MI (0.72 KM) NORTH ON LEONARD AVENUE
 KV4982'TO THE JUNCTION WITH BURLINGTON AVENUE. TURN RIGHT AND GO 0.2 MI
 KV4982'(0.3 KM) EAST ON BURLINGTON AVENUE TO THE JUNCTION WITH CHAMONE
 KV4982'AVENUE. TURN LEFT AND GO 50 M (164.0 FT) TO THE STATION ON THE LEFT.
 KV4982'THE STATION IS A U.S. HARBOR LINE REFERENCE MARK DISK, UNSTAMPED,
 KV4982'SET IN CONCRETE IN A DRILL HOLE IN THE CENTER OF A CLAY TILE PIPE,
 KV4982'PROJECTING ABOUT 0.3 M (1.0 FT) ABOVE A LARGER BASE PIPE IN AN ERODED
 KV4982'AREA, CONTAINING SPALLED MATERIALS AND WASHED OUT VEGETATION FROM A
 KV4982'PREVIOUS STORM. THE STATION IS 50 M (164.0 FT) NORTH NORTHEAST FROM
 KV4982'THE CENTERLINE OF BURLINGTON AVENUE, 10 M (32.8 FT) WEST NORTHWEST
 KV4982'FROM THE EXTENDED CENTERLINE OF CHAMONE AVENUE, 8.0 M (26.2 FT)
 KV4982'SOUTHWEST FROM THE NORTHEAST CORNER OF A CONCRETE SEAWALL, 0.8 M
 KV4982'(2.6 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE REMAINS OF A
 KV4982'CONCRETE SEAWALL AND 0.4 M (1.3 FT) EAST FROM THE EAST RANGE OF A 3
 KV4982'FT (0.9 M) HIGH WOODEN DECK FENCE IN THE REAR OF HOUSE NUMBER 33.
 KV4982'REFERENCE MARK NUMBER 1 WAS SEARCHED FOR AND NOT RECOVERED AS IT IS
 KV4982'COVERED BY WOODEN DECK PLANKING, ACCORDING TO THE OWNER OF THE
 KV4982'PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4912 ***********************************************************************
 KV4912  DESIGNATION -  SHEEP HILL 2
 KV4912  PID         -  KV4912
 KV4912  STATE/COUNTY-  NJ/MORRIS
 KV4912  USGS QUAD   -  BOONTON (1981)
 KV4912
 KV4912                         *CURRENT SURVEY CONTROL
 KV4912  ___________________________________________________________________
 KV4912* NAD 83(1996)-  40 55 03.47165(N)    074 24 22.99962(W)     ADJUSTED  
 KV4912* NAVD 88     -       275.8    (meters)     905.     (feet)  GPS OBS   
 KV4912  ___________________________________________________________________
 KV4912  X           -   1,297,496.003 (meters)                     COMP
 KV4912  Y           -  -4,649,109.867 (meters)                     COMP
 KV4912  Z           -   4,155,674.600 (meters)                     COMP
 KV4912  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 KV4912  ELLIP HEIGHT-         243.20  (meters)          (10/23/02) GPS OBS
 KV4912  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KV4912
 KV4912  HORZ ORDER  -  FIRST
 KV4912  ELLP ORDER  -  FOURTH    CLASS I
 KV4912
 KV4912.The horizontal coordinates were established by GPS observations
 KV4912.and adjusted by the National Geodetic Survey in May 1999..
 KV4912
 KV4912.The orthometric height was determined by GPS observations and a
 KV4912.high-resolution geoid model.
 KV4912
 KV4912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4912
 KV4912.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4912
 KV4912.The ellipsoidal height was determined by GPS observations
 KV4912.and is referenced to NAD 83.
 KV4912
 KV4912.The geoid height was determined by GEOID03.
 KV4912
 KV4912;                    North         East     Units Scale Factor Converg.
 KV4912;SPC NJ       -   231,405.366   157,885.006   MT  0.99990076   +0 03 40.7
 KV4912;SPC NJ       -   759,202.44    517,994.39   sFT  0.99990076   +0 03 40.7
 KV4912;UTM  18      - 4,529,782.990   549,985.840   MT  0.99963075   +0 23 19.7
 KV4912
 KV4912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4912!SPC NJ       -   0.99996185  x   0.99990076  =   0.99986262
 KV4912!UTM  18      -   0.99996185  x   0.99963075  =   0.99959262
 KV4912
 KV4912:                Primary Azimuth Mark                     Grid Az
 KV4912:SPC NJ       -  SHEEP HILL 2 AZ MK                       002 34 51.8
 KV4912:UTM  18      -  SHEEP HILL 2 AZ MK                       002 15 12.8
 KV4912
 KV4912|---------------------------------------------------------------------|
 KV4912| PID    Reference Object                     Distance      Geod. Az  |
 KV4912|                                                           dddmmss.s |
 KV4912| CB6366 SHEEP HILL 2 AZ MK                                 0023832.5 |
 KV4912| CB6368 SHEEP HILL 2 RM 2                    11.862 METERS 03204     |
 KV4912| KV4903 EAST HANOVER SCHOOL                 APPROX.10.9 KM 1600750.7 |
 KV4912| CB6367 SHEEP HILL 2 RM 1                    10.070 METERS 26503     |
 KV4912|---------------------------------------------------------------------|
 KV4912
 KV4912                          SUPERSEDED SURVEY CONTROL
 KV4912
 KV4912  ELLIP H (05/14/99)  243.22   (m)                       GP(       ) 4 1
 KV4912  NAD 83(1996)-  40 55 03.47120(N)    074 24 23.00012(W) AD(       ) 1
 KV4912  NAD 83(1986)-  40 55 03.47003(N)    074 24 23.00070(W) AD(       ) 1
 KV4912  NAD 83(1986)-  40 55 03.47364(N)    074 24 22.99790(W) AD(       ) 2
 KV4912  NAD 27      -  40 55 03.11700(N)    074 24 24.45100(W) AD(       ) 2
 KV4912
 KV4912.Superseded values are not recommended for survey control.
 KV4912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4912.See file dsdata.txt to determine how the superseded data were derived.
 KV4912
 KV4912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4998629783(NAD 83)
 KV4912_MARKER: DS = TRIANGULATION STATION DISK
 KV4912_SETTING: 66 = SET IN ROCK OUTCROP
 KV4912_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KV4912_STAMPING: SHEEP HILL 2 1935
 KV4912_MARK LOGO: CGS   
 KV4912_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4912_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV4912+STABILITY: POSITION/ELEVATION WELL
 KV4912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4912+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2004
 KV4912
 KV4912  HISTORY     - Date     Condition        Report By
 KV4912  HISTORY     - 1935     MONUMENTED       CGS
 KV4912  HISTORY     - 1935     GOOD             CGS
 KV4912  HISTORY     - 1963     GOOD             CGS
 KV4912  HISTORY     - 1964     GOOD             USAF
 KV4912  HISTORY     - 1972     GOOD             NGS
 KV4912  HISTORY     - 19890608 GOOD
 KV4912  HISTORY     - 19910708 GOOD             NJGS
 KV4912  HISTORY     - 19920708 GOOD             AMGEOD
 KV4912  HISTORY     - 19930908 GOOD             NJGS
 KV4912  HISTORY     - 20040908 GOOD             USPSQD
 KV4912  HISTORY     - 20041006 GOOD             GEOCAC
 KV4912
 KV4912                          STATION DESCRIPTION
 KV4912
 KV4912'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV4912'THE STATION IS LOCATED ON THE PROPERTY OF MR. DAVID
 KV4912'D. DOUGLASS.  APPROXIMATELY 1.0 MILE N OF THE TOWN OF
 KV4912'BOONTON.  THE STATION IS LOCATED ON THE TOP OF A LARGE FLAT ROCK
 KV4912'ON THE S POINT OF SHEEP HILL.  THE STATION IS APPROXIMATELY 200
 KV4912'YARDS S OF THE HIGHEST POINT OF THE HILL.
 KV4912'
 KV4912'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 KV4912'DEPRESSION IN OUTCROPPING BEDROCK.
 KV4912'
 KV4912'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK IN A DRILL HOLE IN
 KV4912'THE TOP OF A LARGE ROCK.
 KV4912'
 KV4912'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK IN A DRILL HOLE IN
 KV4912'A LARGE ROCK.
 KV4912'
 KV4912'AZIMUTH MARK IS A STANDARD BRONZE DISK IN A DRILL HOLE IN A LARGE
 KV4912'FLAT ROCK NNE OF STATION APPROXIMATELY 215 PACES FROM THE STATION,
 KV4912'10 PACES NW OF LARGE PILE OF SMALL STONES.
 KV4912'
 KV4912'TO REACH STATION FROM BOONTON GO TO BOONTON AVENUE.  HERE PROCEED
 KV4912'TO THE END OF THE CONCRETE.  CONTINUE 0.15 MILE TO ROCK ROAD LEFT,
 KV4912'TURN LEFT AND GO 0.1 MILE AND TURN RIGHT, GO 0.05 MILE TURN
 KV4912'LEFT.  GO 0.1 MILE TO Y TAKE RIGHT FORK AND WIND AROUND HILL FOR
 KV4912'0.2 MILE TO S SIDE OF HILL AND STATION SITE.
 KV4912'
 KV4912'A 4-FOOT STAND WILL CLEAR ALL LINES.
 KV4912
 KV4912                          STATION RECOVERY (1935)
 KV4912
 KV4912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 KV4912'RECOVERED IN GOOD CONDITION.
 KV4912
 KV4912                          STATION RECOVERY (1963)
 KV4912
 KV4912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (TAH)
 KV4912'STATION WAS RECOVERED.  LETTERING HAS BEEN ALMOST OBLITERATED BY
 KV4912'VANDALS.  RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION.  AREA IS
 KV4912'NOW A PUBLIC PARK.
 KV4912'
 KV4912'STANDARD BRONZE DISC MARKED SHEEP HILL 1878 1935 WAS RECOVERED IN
 KV4912'GOOD CONDITION.  ITS LOCATION APPEARS TO CORRESPOND TO DESCRIBED
 KV4912'LOCATED OF AZIMUTH FOR SHEEP HILL 2.
 KV4912
 KV4912                          STATION RECOVERY (1964)
 KV4912
 KV4912'RECOVERY NOTE BY US AIR FORCE 1964
 KV4912'STATION WAS RECOVERED BY USE OF DESCRIPTION BUT WE ADVISE USING A
 KV4912'ROAD ON THE OTHER SIDE OF THE HILL DUE TO UNDERGROWTH ON THE ROAD
 KV4912'IN THE DESCRIPTION.  THE MARKER HAS BEEN BADLY MARRED BUT APPEARS
 KV4912'TO BE IN GOOD CONDITION.
 KV4912'
 KV4912'TO REACH STATION FROM BOONTON, PROCEED NORTH ON BOONTON AVE. PAST
 KV4912'CEMETERY ON LEFT, TURN LEFT ON WOOTEN AVE. AND GO TWO BLOCKS.  TURN
 KV4912'RIGHT AFTER PASSING ANOTHER CEMETERY ON RIGHT.  PROCEED TO TOP OF
 KV4912'HILL TO PICNIC AREA.  STATION IS IN A LARGE ROCK OUTCROPPING ON
 KV4912'SOUTH SIDE OF HILL OVERLOOKING BOONTON.
 KV4912
 KV4912                          STATION RECOVERY (1972)
 KV4912
 KV4912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KV4912'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN
 KV4912'FAIR CONDITION.  ALL OF THE MARKS HAVE BEEN SCARED UP AND A ATTEMPT
 KV4912'TO REMOVE THEM HAS BEEN MADE.  THEY ARE ALL IN GOOD CONDITION
 KV4912'NOW.  THE AZIMUTH MARK IS BELIEVED DESTROYED.  A LARGE PARKING
 KV4912'AREA HAS BEEN CONSTRUCTED WHERE THE MARK WAS.  I WAS UNABLE TO
 KV4912'ESTABLISHED A NEW AZIMUTH MARK.  THE TREES ARE QUITE BIG IN
 KV4912'THE AREA NOW AND A LARGE SIGNAL WOULD BE REQUIRED TO SEE ANY
 KV4912'OUTSIDE POINTS.  THE TREES THAT IS IN THE AREA ARE PRIVATE
 KV4912'TREES AND THE PROPERTY OWNERS DID NOT WANT THE TREES OUT.  THE
 KV4912'S.S. MON. NO. 5318 1935 AND E. HANOVER SCHOOL HAIT MAY BE USED AS
 KV4912'AN AZIMUTH IF A 16 FOOT SIGNAL IS CONSTRUCTED.
 KV4912'
 KV4912'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 KV4912'
 KV4912'THE STATION IS LOCATED ON THE SOUTH EDGE OF A HIGH HILL ABOUT 1
 KV4912'MILE NORTH OF THE CENTER OF BOONTON.  IT IS IN THE SOUTH PART OF
 KV4912'STATE OWNED PROPERTY.
 KV4912'
 KV4912'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 KV4912'BOONTON AVENUE IN THE CENTER OF BOONTON, GO NORTH ON BOONTON AVENUE
 KV4912'FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON WOOTEN
 KV4912'STREET FOR 0.1 MILE TO A CROSSROADS JUST WEST OF A CEMENTARY.
 KV4912'TURN RIGHT AND GO NORTH ON ROSS AVENUE FOR 0.3 MILE TO A WOODS
 KV4912'ROAD ON THE RIGHT JUST BEFORE REACHING A PARKING AREA.  TURN
 KV4912'RIGHT AND GO SOUTHEAST ON THE WOODS ROAD FOR 0.05 MILE TO THE
 KV4912'SOUTH ONE OF TWO OLD OUTSIDE FIRE PLACES AND THE STATION.
 KV4912'
 KV4912'THE STATION MARK IS A STANDARD DISK STAMPED SHEEP HILL 2 1935,
 KV4912'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 2
 KV4912'FEET.  IT IS 84 FEET SOUTHEAST OF THE SOUTH ONE OF THE TWO OLD FIRE
 KV4912'PLACES, 15 FEET NORTHEAST OF A 10 FOOT BY 12 FOOT WOVEN WIRE
 KV4912'ENCLOSURE AND 6 FEET SOUTH OF A WITNESS POST.  (NOTE 4)
 KV4912'
 KV4912'REFERENCE MARK ONE IS A STANDARD DISK STAMPED SHEEP HILL 2 NO 1
 KV4912'1935, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS 2
 KV4912'FEET.  IT IS 80 FEET SOUTH OF THE FIRE PLACE, 34 FEET WEST OF THE
 KV4912'WITNESS POST AND 9.5 FEET WEST OF THE WOVEN WIRE ENCLOSURE.  (NOTE
 KV4912'12C)
 KV4912'
 KV4912'REFERENCE MARK TWO IS A STANDARD DISK STAMPED SHEEP HILL 2 NO 2
 KV4912'1935, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS 3
 KV4912'FEET.  IT IS 44 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 KV4912'WOVEN WIRE ENCLOSURE.  (NOTE 12C)
 KV4912'
 KV4912'UNABLE TO MEASURE BETWEEN RMS
 KV4912'
 KV4912'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV4912'IN NORTH PART OF BOONTON.
 KV4912
 KV4912                          STATION RECOVERY (1989)
 KV4912
 KV4912'RECOVERED 1989
 KV4912'RECOVERED IN GOOD CONDITION.
 KV4912
 KV4912                          STATION RECOVERY (1991)
 KV4912
 KV4912'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV4912'THE STATION IS LOCATED ON THE NORTH SIDE OF THE TOWN OF BOONTON IN
 KV4912'MORRIS COUNTY ON THE SOUTH EDGE OF A HILL KNOWN AS SHEEP HILL AND ON
 KV4912'A LARGE FLAT ROCK OUTCROP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV4912'INTERSTATE HIGHWAY 287 RAMP FOR WOOTTEN AVENUE, EXIT 40B AND WOOTTEN
 KV4912'AVENUE, GO WEST ON WOOTTEN AVENUE FOR 0.8 MI (1.29 KM) TO ROSS DRIVE
 KV4912'ON THE RIGHT, JUST PAST A CEMETERY.  TURN RIGHT ON ROSS DRIVE AND GO
 KV4912'NORTH, STAYING TO THE RIGHT, FOR 0.45 MI (0.72 KM) TO A GATE AT THE
 KV4912'END OF ROSS DRIVE AND A WOODS PATH ON THE RIGHT.  TURN RIGHT AND
 KV4912'FOLLOW THE WOODS PATH SOUTH, STAYING ON THE MAIN PATH ON THE RIGHT
 KV4912'FOR ABOUT 150 PACES, PASSING BY THE REMAINS OF TWO STONE FIREPLACES
 KV4912'ON THE LEFT, TO A POWER POLE WITH NO NUMBER, ENCLOSED BY A 8 FT
 KV4912'(2.44 M) HIGH CHAIN LINK FENCE. THE ENCLOSURE MEASURES 7.5 FT
 KV4912'(2.29 M) BY 12.0 FT (3.66 M) .  THE STATION IS SET IN A DRILL HOLE IN
 KV4912'TOP OF A LARGE FLAT ROCK JUST EAST OF THE ENCLOSURE.  THE STATION IS
 KV4912'17.9 FT (5.46 M) EAST NORTHEAST FROM THE SOUTHEAST CORNER OF THE
 KV4912'CHAIN LINK FENCE SURROUNDING THE POLE, 14.9 FT (4.54 M) SOUTHEAST
 KV4912'FROM THE NORTHEAST CORNER OF THE CHAIN LINK FENCE SURROUNDING THE
 KV4912'POLE.  THE STATION, STAMPED SHEEP HILL 2 1935, APPEARS TO HAVE BEEN
 KV4912'VANDALIZED IN THE PAST AS THE STAMPING IS MARRED. THE REFERENCE MARKS
 KV4912'WERE NOT SEARCHED FOR AT THIS TIME.
 KV4912
 KV4912                          STATION RECOVERY (1992)
 KV4912
 KV4912'RECOVERY NOTE BY AMERICAN GEODETIC SURVEY 1992
 KV4912'THE STATION IS LOCATED ON THE NORTH SIDE OF THE TOWN OF BOONTON IN
 KV4912'MORRIS COUNTY ON THE SOUTH EDGE OF A HILL KNOWN AS SHEEP HILL AND ON
 KV4912'A LARGE FLAT ROCK OUTCROP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV4912'INTERSTATE HIGHWAY 287 RAMP FOR WOOTTEN AVENUE, EXIT 40B AND WOOTTEN
 KV4912'AVENUE, GO WEST ON WOOTTEN AVENUE FOR 0.8 MI (1.3 KM) TO ROSS DRIVE
 KV4912'ON THE RIGHT, JUST PAST A CEMETERY.  TURN RIGHT ON ROSS DRIVE AND GO
 KV4912'NORTH, STAYING TO THE RIGHT, FOR 0.45 MI (0.72 KM) TO A GATE AT THE
 KV4912'END OF ROSS DRIVE AND A WOODS PATH ON THE RIGHT.  TURN RIGHT AND
 KV4912'FOLLOW THE WOODS PATH SOUTH, STAYING ON THE MAIN PATH ON THE RIGHT
 KV4912'FOR ABOUT 150 PACES, PASSING BY THE REMAINS OF TWO STONE FIREPLACES
 KV4912'ON THE LEFT, TO A POWER POLE WITH NO NUMBER, ENCLOSED BY A 8 FT
 KV4912'(2.4 M) HIGH CHAIN LINK FENCE.  THE ENCLOSURE MEASURES 7.5 FT
 KV4912'(2.3 M) BY 12.0 FT (3.7 M) .  THE STATION IS SET IN A DRILL HOLE IN
 KV4912'TOP OF A LARGE FLAT ROCK JUST EAST OF THE ENCLOSURE.  THE STATION IS
 KV4912'17.9 FT (5.5 M) EAST NORTHEAST FROM THE SOUTHEAST CORNER OF THE CHAIN
 KV4912'LINK FENCE SURROUNDING THE POLE, 14.9 FT (4.5 M) SOUTHEAST FROM THE
 KV4912'NORTHEAST CORNER OF THE CHAIN LINK FENCE SURROUNDING THE POLE.  THE
 KV4912'STATION, STAMPED SHEEP HILL 2 1935, APPEARS TO HAVE BEEN VANDALIZED
 KV4912'IN THE PAST AS THE STAMPING IS MARRED.  THE REFERENCE MARKS WERE NOT
 KV4912'SEARCHED FOR AT THIS TIME.
 KV4912
 KV4912                          STATION RECOVERY (1993)
 KV4912
 KV4912'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV4912'THE STATION IS LOCATED ON THE NORTH SIDE OF THE TOWN OF BOONTON IN
 KV4912'MORRIS COUNTY ON THE SOUTH EDGE OF A HILL KNOWN AS SHEEP HILL AND ON
 KV4912'A LARGE FLAT ROCK OUTCROP.  TO REACH THE STATION FROM THE JUNCTION OF
 KV4912'INTERSTATE HIGHWAY 287 RAMP FOR WOOTTEN AVENUE, EXIT 44B AND WOOTTEN
 KV4912'AVENUE, GO WEST ON WOOTTEN AVENUE FOR 0.8 MI (1.3 KM) TO ROSS DRIVE
 KV4912'ON THE RIGHT, JUST PAST A CEMETERY.  TURN RIGHT ON ROSS DRIVE AND GO
 KV4912'NORTH, STAYING TO THE RIGHT, FOR 0.45 MI (0.72 KM) TO A GATE AT THE
 KV4912'END OF ROSS DRIVE LEADING TOWARD THE OBSERVATORY COMPLEX AHEAD ON THE
 KV4912'RIGHT AND A WOODS PATH ON THE RIGHT. TURN RIGHT AND FOLLOW THE WOODS
 KV4912'PATH SOUTH, STAYING ON THE MAIN PATH ON THE RIGHT FOR ABOUT 150
 KV4912'PACES, PASSING BY THE REMAINS OF TWO STONE FIREPLACES ON THE LEFT, TO
 KV4912'A POWER POLE WITH NO NUMBER, ENCLOSED BY A 8 FT (2.4 M) HIGH CHAIN
 KV4912'LINK FENCE. THE ENCLOSURE MEASURES 7.5 FT (2.3 M) BY 12.0 FT (3.7 M)
 KV4912'.  THE STATION IS SET IN A DRILL HOLE IN TOP OF A LARGE FLAT ROCK JUST
 KV4912'EAST OF THE ENCLOSURE. THE STATION IS 17.9 FT (5.5 M) EAST NORTHEAST
 KV4912'FROM THE SOUTHEAST CORNER OF THE CHAIN LINK FENCE SURROUNDING THE
 KV4912'POLE, 14.9 FT (4.5 M) SOUTHEAST FROM THE NORTHEAST CORNER OF THE
 KV4912'CHAIN LINK FENCE SURROUNDING THE POLE.  THE DISK, STAMPED SHEEP HILL
 KV4912'2 1935, APPEARS TO HAVE BEEN VANDALIZED IN THE PAST AS THE STAMPING
 KV4912'IS MARRED. THE REFERENCE MARKS WERE NOT SEARCHED FOR AT THIS TIME.
 KV4912
 KV4912                          STATION RECOVERY (2004)
 KV4912
 KV4912'RECOVERY NOTE BY US POWER SQUADRON 2004 (GBM)
 KV4912'RECOVERED IN GOOD CONDITION.
 KV4912
 KV4912                          STATION RECOVERY (2004)
 KV4912
 KV4912'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 KV4912'FOOTPATH OFF ROSS ROAD IS BEFORE (SOUTH OF) CHAIN LINK FENCE GATE
 KV4912'ACROSS ROAD. STATION AND RM1 DISKS FOUND HEAVILY SCARRED, WITH
 KV4912'STAMPING BARELY AND ONLY PARTLY VISIBLE. RM2 NOT FOUND AFTER BRIEF
 KV4912'SEARCH. AZIMUTH MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2717 ***********************************************************************
 JU2717  DESIGNATION -  SHEEPHEAD
 JU2717  PID         -  JU2717
 JU2717  STATE/COUNTY-  NJ/OCEAN
 JU2717  USGS QUAD   -  TUCKERTON (1995)
 JU2717
 JU2717                         *CURRENT SURVEY CONTROL
 JU2717  ___________________________________________________________________
 JU2717* NAD 83(1996)-  39 32 01.90912(N)    074 19 29.38369(W)     ADJUSTED  
 JU2717* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2717  ___________________________________________________________________
 JU2717  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 JU2717  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JU2717
 JU2717  HORZ ORDER  -  THIRD
 JU2717
 JU2717.The horizontal coordinates were established by classical geodetic methods
 JU2717.and adjusted by the National Geodetic Survey in September 1999..
 JU2717
 JU2717.The orthometric height was scaled from a topographic map.
 JU2717
 JU2717.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2717
 JU2717.The geoid height was determined by GEOID03.
 JU2717
 JU2717;                    North         East     Units Scale Factor Converg.
 JU2717;SPC NJ       -    77,779.043   165,058.258   MT  0.99990279   +0 06 41.4
 JU2717;SPC NJ       -   255,180.08    541,528.63   sFT  0.99990279   +0 06 41.4
 JU2717;UTM  18      - 4,376,240.344   558,022.632   MT  0.99964145   +0 25 47.2
 JU2717
 JU2717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2717!SPC NJ       -   1.00000520  x   0.99990279  =   0.99990799
 JU2717!UTM  18      -   1.00000520  x   0.99964145  =   0.99964665
 JU2717
 JU2717|---------------------------------------------------------------------|
 JU2717| PID    Reference Object                     Distance      Geod. Az  |
 JU2717|                                                           dddmmss.s |
 JU2717| CB3006 SHEEPHEAD RM 1                       20.205 METERS 04009     |
 JU2717| CB3007 SHEEPHEAD RM 2                       19.936 METERS 11047     |
 JU2717| JU2721 TUCKERTON RADIO TOWER               APPROX. 4.8 KM 3045110.4 |
 JU2717|---------------------------------------------------------------------|
 JU2717
 JU2717                          SUPERSEDED SURVEY CONTROL
 JU2717
 JU2717  NAD 83(1986)-  39 32 01.90231(N)    074 19 29.37416(W) AD(       ) 3
 JU2717  NAD 27      -  39 32 01.47870(N)    074 19 30.85190(W) AD(       ) 3
 JU2717
 JU2717.Superseded values are not recommended for survey control.
 JU2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2717.See file dsdata.txt to determine how the superseded data were derived.
 JU2717
 JU2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5802376240(NAD 83)
 JU2717_MARKER: DS = TRIANGULATION STATION DISK
 JU2717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2717
 JU2717  HISTORY     - Date     Condition        Report By
 JU2717  HISTORY     - 1935     MONUMENTED       CGS
 JU2717  HISTORY     - 1942     GOOD             CGS
 JU2717  HISTORY     - 1950     GOOD             CGS
 JU2717  HISTORY     - 1962     SEE DESCRIPTION  CGS
 JU2717
 JU2717                          STATION DESCRIPTION
 JU2717
 JU2717'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2717'LEAVING THE TOWN OF TUCKERTON TAKE ROUTE S4A WHICH STARTS AT
 JU2717'THE LEFT (E) FORK, JUST S OF THE S EDGE OF POND FORMED BY
 JU2717'TUCKERTON CREEK.  STRAIGHT AHEAD AT CROSS ROAD 0.25 MILE FROM
 JU2717'ABOVE FORK.  ROAD CROSSES MEADOWS PASSING OVER BRIDGES AT THE
 JU2717'FOLLOWING DISTANCES FROM ABOVE FORK.  2.7, 3.5 AND 4.1
 JU2717'MILES.  STATION IS 5.15 MILES FROM ABOVE FORK AND APPROXIMATELY
 JU2717'200 METERS S OF THE ROAD.  MARKS PROJECT 8 INCHES ABOVE MARSH
 JU2717'AND DISKS ARE STAMPED SHEEPHEAD 1935 WITH THE REFERENCE MARKS
 JU2717'STAMPED NO.1 AND NO.2 RESPECTIVELY.  SUB-SURFACE MARK IS SET ON
 JU2717'A 2 BY 4-INCH PILE.
 JU2717'
 JU2717'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2717'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU2717'
 JU2717'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 JU2717
 JU2717                          STATION RECOVERY (1942)
 JU2717
 JU2717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JHB)
 JU2717'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.  15
 JU2717'FT TOWER AND TRIPOD STILL OVER STATION AND WAS REBUILT FOR THIS
 JU2717'SURVEY.
 JU2717
 JU2717                          STATION RECOVERY (1950)
 JU2717
 JU2717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2717'STATION MARK RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE
 JU2717'MARKS 1 AND 2 WERE FOUND DISINTEGRATED AND THE DISKS REMOVED BY
 JU2717'THIS PARTY.  THE MARSH LINE FROM THE STATION ON RANGE WITH FISH
 JU2717'FACTORY TANK, 1950 AND LITTLE EGG COAST GUARD CUPOLA IS 112 AND
 JU2717'101 FEET, RESPECTIVELY,
 JU2717
 JU2717                          STATION RECOVERY (1962)
 JU2717
 JU2717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2717'STATION IS DESTROYED.  THE DISK OF THE STATION MARK WAS PICKED
 JU2717'UP LYING ON THE SEDGE, THE REFERENCE MARKS WERE PREVIOUSLY
 JU2717'REPORTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2651 ***********************************************************************
 JU2651  DESIGNATION -  SHELL
 JU2651  PID         -  JU2651
 JU2651  STATE/COUNTY-  NJ/OCEAN
 JU2651  USGS QUAD   -  FORKED RIVER (1989)
 JU2651
 JU2651                         *CURRENT SURVEY CONTROL
 JU2651  ___________________________________________________________________
 JU2651* NAD 83(1996)-  39 48 39.76908(N)    074 10 13.74719(W)     ADJUSTED  
 JU2651* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU2651  ___________________________________________________________________
 JU2651  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 JU2651  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JU2651
 JU2651  HORZ ORDER  -  THIRD
 JU2651
 JU2651.The horizontal coordinates were established by classical geodetic methods
 JU2651.and adjusted by the National Geodetic Survey in September 1999..
 JU2651
 JU2651.The orthometric height was scaled from a topographic map.
 JU2651
 JU2651.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2651
 JU2651.The geoid height was determined by GEOID03.
 JU2651
 JU2651;                    North         East     Units Scale Factor Converg.
 JU2651;SPC NJ       -   108,588.462   178,213.140   MT  0.99990980   +0 12 39.5
 JU2651;SPC NJ       -   356,260.65    584,687.61   sFT  0.99990980   +0 12 39.5
 JU2651;UTM  18      - 4,407,114.714   571,002.356   MT  0.99966206   +0 31 52.1
 JU2651
 JU2651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2651!SPC NJ       -   1.00000526  x   0.99990980  =   0.99991506
 JU2651!UTM  18      -   1.00000526  x   0.99966206  =   0.99966732
 JU2651
 JU2651|---------------------------------------------------------------------|
 JU2651| PID    Reference Object                     Distance      Geod. Az  |
 JU2651|                                                           dddmmss.s |
 JU2651| CB3008 SHELL RM 1                           29.070 METERS 15043     |
 JU2651| JU2648 WARE                                APPROX. 2.6 KM 2033206.4 |
 JU2651| CB3009 SHELL RM 2                           13.735 METERS 25857     |
 JU2651|---------------------------------------------------------------------|
 JU2651
 JU2651                          SUPERSEDED SURVEY CONTROL
 JU2651
 JU2651  NAD 83(1986)-  39 48 39.76232(N)    074 10 13.74260(W) AD(       ) 3
 JU2651  NAD 27      -  39 48 39.33200(N)    074 10 15.24400(W) AD(       ) 3
 JU2651
 JU2651.Superseded values are not recommended for survey control.
 JU2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2651.See file dsdata.txt to determine how the superseded data were derived.
 JU2651
 JU2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7100207115(NAD 83)
 JU2651_MARKER: DS = TRIANGULATION STATION DISK
 JU2651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2651
 JU2651  HISTORY     - Date     Condition        Report By
 JU2651  HISTORY     - 1935     MONUMENTED       CGS
 JU2651  HISTORY     - 1936     SEE DESCRIPTION  CGS
 JU2651  HISTORY     - 1951     MARK NOT FOUND   CGS
 JU2651  HISTORY     - 1962     SEE DESCRIPTION  CGS
 JU2651
 JU2651                          STATION DESCRIPTION
 JU2651
 JU2651'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2651'STATION IS LOCATED ON THE W BANK OF BARNEGAT BAY ABOUT ONE MILE S
 JU2651'OF THE MOUTH OF FORKED RIVER ON THE S BANK OF OYSTER CREEK.  IT
 JU2651'IS 4 METERS S OF THE HIGHWATER LINE OF OYSTER CREEK.
 JU2651'
 JU2651'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2651'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 JU2651'
 JU2651'STATION IS MARKED BY A STANDARD DISK STAMPED, SHELL 1935 IN A
 JU2651'12- BY 12-INCH BY 3-FOOT CEMENT MONUMENT PROJECTING 10 INCHES
 JU2651'ABOVE THE SAND FILLED GROUND.
 JU2651'
 JU2651'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED, SHELL 1935 NO.1
 JU2651'IN A 10- BY 10-INCH BY 3-FOOT MONUMENT SE OF THE STATION AND 6
 JU2651'METERS W OF THE HIGH-WATER LINE.  REFERENCE MARK NO.2 IS A
 JU2651'SIMILAR MARK SET IN THE GROUND TO THE W OF THE STATION AND 4
 JU2651'METERS S OF THE HIGH-WATER LINE OF OYSTER CREEK.
 JU2651'
 JU2651'ANGLE AT R.M. NO.1 FROM R.M. NO.2 TO SHELL IS 21 DEG 21 MIN 00. SEC
 JU2651'
 JU2651'ANGLE AT R.M.NO.2 FROM SHELL TO R.M.NO.1 IS 50 DEG 24 MIN 40.0 SEC
 JU2651'
 JU2651'HEIGHT OF LIGHT ABOVE STATION MARK 16 FEET.
 JU2651
 JU2651                          STATION RECOVERY (1936)
 JU2651
 JU2651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 JU2651'STATION WASHED OUT OF ITS ORIGINAL POSITION.  IT IS LYING ON ITS
 JU2651'SIDE AND SHOULD BE RESET IN ORDER TO PREVENT BEING LOST.
 JU2651
 JU2651                          STATION RECOVERY (1951)
 JU2651
 JU2651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2651'A TWO-HOUR SEARCH BY A TWO-MAN PARTY FAILED TO LOCATE ANY MARKS OF
 JU2651'THIS STATION.  STATION MARK HAS PROBABLY WASHED OUT AS STATED IN
 JU2651'RECOVERY NOTE OF 1936.  THE REFERENCE MARKS MAY STILL EXIST.  A
 JU2651'SAND RIDGE HAS NOW BUILT UP AROUND THIS POINT AND IS COVERED BY
 JU2651'REEDS TO A HEIGHT OF 8 FEET.  THE AREA WAS PROBED TO A DEPTH OF
 JU2651'TWO FEET.  AS THE SHORE CHANGES RAPIDLY AT THIS POINT, THE MARKS
 JU2651'MAY BE UNCOVERED AGAIN AT A LATER DATE.
 JU2651
 JU2651                          STATION RECOVERY (1962)
 JU2651
 JU2651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2651'RM 2 ONLY WAS RECOVERED IN GOOD CONDITION.  A 7-FOOT OAK 2X4 WAS
 JU2651'DRIVEN 3.1 FEET SOUTH OF THE MARK, AND LEFT PROJECTING 4 FEET.  THE
 JU2651'MARK IS FLUSH, 3 FEET SOUTH OF NORMAL HIGH-WATER MARK.  STATION
 JU2651'MARK AND RM 1 WERE FOUND DESTROYED, AND THE MARKS WERE PULLED
 JU2651'ASHORE AND THE DISKS REMOVED AT THIS TIME.
 JU2651'
 JU2651'STATION MAY BE REACHED ON FOOT, FROM THE SANDS POINT HARBOR BEACH
 JU2651'CLUB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2949 ***********************************************************************
 JU2949  DESIGNATION -  SHELL
 JU2949  PID         -  JU2949
 JU2949  STATE/COUNTY-  NJ/CAPE MAY
 JU2949  USGS QUAD   -  STONE HARBOR (1972)
 JU2949
 JU2949                         *CURRENT SURVEY CONTROL
 JU2949  ___________________________________________________________________
 JU2949* NAD 83(1996)-  39 03 21.56251(N)    074 49 22.82435(W)     ADJUSTED  
 JU2949* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2949  ___________________________________________________________________
 JU2949  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 JU2949  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 JU2949
 JU2949  HORZ ORDER  -  THIRD
 JU2949
 JU2949.The horizontal coordinates were established by classical geodetic methods
 JU2949.and adjusted by the National Geodetic Survey in September 1999..
 JU2949
 JU2949.The orthometric height was scaled from a topographic map.
 JU2949
 JU2949.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2949
 JU2949.The geoid height was determined by GEOID03.
 JU2949
 JU2949;                    North         East     Units Scale Factor Converg.
 JU2949;SPC NJ       -    24,765.236   122,043.916   MT  0.99990962   -0 12 12.7
 JU2949;SPC NJ       -    81,250.61    400,405.75   sFT  0.99990962   -0 12 12.7
 JU2949;UTM  18      - 4,323,004.741   515,314.074   MT  0.99960289   +0 06 41.5
 JU2949
 JU2949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2949!SPC NJ       -   1.00000544  x   0.99990962  =   0.99991506
 JU2949!UTM  18      -   1.00000544  x   0.99960289  =   0.99960832
 JU2949
 JU2949:                Primary Azimuth Mark                     Grid Az
 JU2949:SPC NJ       -  ROAD                                     195 49 45.2
 JU2949:UTM  18      -  ROAD                                     195 30 51.0
 JU2949
 JU2949|---------------------------------------------------------------------|
 JU2949| PID    Reference Object                     Distance      Geod. Az  |
 JU2949|                                                           dddmmss.s |
 JU2949| JU2946 ROAD                                APPROX. 2.3 KM 1953732.5 |
 JU2949| CB3010 SHELL RM 1                           17.800 METERS 22549     |
 JU2949|---------------------------------------------------------------------|
 JU2949
 JU2949                          SUPERSEDED SURVEY CONTROL
 JU2949
 JU2949  NAD 83(1991)-  39 03 21.54234(N)    074 49 22.82597(W) AD(       ) 3
 JU2949  NAD 83(1986)-  39 03 21.54069(N)    074 49 22.82729(W) AD(       ) 3
 JU2949  NAD 27      -  39 03 21.13100(N)    074 49 24.22400(W) AD(       ) 3
 JU2949
 JU2949.Superseded values are not recommended for survey control.
 JU2949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2949.See file dsdata.txt to determine how the superseded data were derived.
 JU2949
 JU2949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1531423005(NAD 83)
 JU2949_MARKER: DS = TRIANGULATION STATION DISK
 JU2949_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU2949_SP_SET: TOP OF METAL PIPE IN CONCRETE
 JU2949
 JU2949  HISTORY     - Date     Condition        Report By
 JU2949  HISTORY     - 1936     MONUMENTED       CGS
 JU2949  HISTORY     - 1937     GOOD             CGS
 JU2949
 JU2949                          STATION DESCRIPTION
 JU2949
 JU2949'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2949'LOCATED ABOUT 1.8 MILES S OF CAPE MAY COURTHOUSE ON THE
 JU2949'SOUTHWESTERN SHORE OF JENKINS SOUND.  IT IS ABOUT 1/2 MILE S OF
 JU2949'SHELL LANDING ON THE ONLY BUSH-COVERED SHELL KNOLL ON A LARGE
 JU2949'GRASS-COVERED MARSH POINT.  THE STATION IS ON THE N EDGE OF THE
 JU2949'KNOLL 34-1/2 FEET S OF A SMALL CREEK AND APPROXIMATELY 200
 JU2949'YARDS INSHORE FROM THE POINT ON THE E.
 JU2949'
 JU2949'STATION IS MARKED, AS DESCRIBED IN NOTE 6C, BY A STANDARD DISK,
 JU2949'STAMPED SHELL 1936, SET IN TOP OF AN 8-INCH CONCRETE-FILLED TILE
 JU2949'WHICH PROJECTS 8 INCHES ABOVE GROUND.
 JU2949'
 JU2949'REFERENCE MARK NO.1 IS MARKED, AS DESCRIBED IN 13C, BY A
 JU2949'STANDARD DISK, STAMPED NO.1 SHELL 1936, SET IN AN 8-INCH
 JU2949'CONCRETE-FILLED TILE WHICH PROJECTS 5 INCHES ABOVE GROUND.  IT IS
 JU2949'SET IN THE MARSH SW OF THE SHELL KNOLL.
 JU2949
 JU2949                          STATION RECOVERY (1937)
 JU2949
 JU2949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2949'THE STATION AND REFERENCE MARK WAS RECOVERED IN GOOD
 JU2949'CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2707 ***********************************************************************
 JU2707  DESIGNATION -  SHELTER
 JU2707  PID         -  JU2707
 JU2707  STATE/COUNTY-  NJ/OCEAN
 JU2707  USGS QUAD   -  TUCKERTON (1995)
 JU2707
 JU2707                         *CURRENT SURVEY CONTROL
 JU2707  ___________________________________________________________________
 JU2707* NAD 83(1996)-  39 35 07.39615(N)    074 15 10.88860(W)     ADJUSTED  
 JU2707* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2707  ___________________________________________________________________
 JU2707  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 JU2707  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JU2707
 JU2707  HORZ ORDER  -  THIRD
 JU2707
 JU2707.The horizontal coordinates were established by classical geodetic methods
 JU2707.and adjusted by the National Geodetic Survey in September 1999..
 JU2707
 JU2707.The orthometric height was scaled from a topographic map.
 JU2707
 JU2707.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2707
 JU2707.The geoid height was determined by GEOID03.
 JU2707
 JU2707;                    North         East     Units Scale Factor Converg.
 JU2707;SPC NJ       -    83,513.487   171,215.072   MT  0.99990554   +0 09 26.6
 JU2707;SPC NJ       -   273,993.83    561,728.12   sFT  0.99990554   +0 09 26.6
 JU2707;UTM  18      - 4,382,007.431   564,145.897   MT  0.99965066   +0 28 33.6
 JU2707
 JU2707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2707!SPC NJ       -   1.00000519  x   0.99990554  =   0.99991073
 JU2707!UTM  18      -   1.00000519  x   0.99965066  =   0.99965585
 JU2707
 JU2707|---------------------------------------------------------------------|
 JU2707| PID    Reference Object                     Distance      Geod. Az  |
 JU2707|                                                           dddmmss.s |
 JU2707| CB3011 SHELTER RM 1                         30.223 METERS 08737     |
 JU2707| CB3012 SHELTER RM 2                         27.138 METERS 15730     |
 JU2707| JU2673 BEACH HAVEN WATER TANK              APPROX. 2.7 KM 1574823.7 |
 JU2707|---------------------------------------------------------------------|
 JU2707
 JU2707                          SUPERSEDED SURVEY CONTROL
 JU2707
 JU2707  NAD 83(1986)-  39 35 07.38616(N)    074 15 10.88193(W) AD(       ) 3
 JU2707  NAD 27      -  39 35 06.95900(N)    074 15 12.37700(W) AD(       ) 3
 JU2707
 JU2707.Superseded values are not recommended for survey control.
 JU2707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2707.See file dsdata.txt to determine how the superseded data were derived.
 JU2707
 JU2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6414682007(NAD 83)
 JU2707_MARKER: DS = TRIANGULATION STATION DISK
 JU2707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2707
 JU2707  HISTORY     - Date     Condition        Report By
 JU2707  HISTORY     - 1935     MONUMENTED       CGS
 JU2707  HISTORY     - 1950     GOOD             CGS
 JU2707  HISTORY     - 1962     MARK NOT FOUND   CGS
 JU2707
 JU2707                          STATION DESCRIPTION
 JU2707
 JU2707'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2707'STATION IS STANDARD TRIANGULATION DISK STAMPED (SHELTER-1935)
 JU2707'SET IN A CONCRETE MONUMENT WHICH STANDS APPROXIMATELY 10 INCHES
 JU2707'ABOVE THE GROUND.  STATION IS LOCATED IN THE MARSH ON THE NE
 JU2707'END OF SHELTER ISLAND.
 JU2707'
 JU2707'STATION IS 55.8 METERS FROM THE HWL OF THE NE POINT OF ISLAND,
 JU2707'47 METERS W OF MARSH EDGE IN LINE WITH LONG BEACH STANDPIPE.  55
 JU2707'METERS SE OF MARSH EDGE IN LINE WITH GROUP OF SMALL SHACKS ON
 JU2707'LONG POINT, 51 METERS NW OF MARSH EDGE IN LINE WITH BEACH HAVEN
 JU2707'WATER TANK.
 JU2707'
 JU2707'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2707'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 JU2707'
 JU2707'REFERENCE MARK NO.1 IS APPROXIMATELY ON RANGE WITH LONG BEACH
 JU2707'STANDPIPE.  REFERENCE MARK NO.2 IS APPROXIMATELY ON RANGE WITH
 JU2707'BEACH HAVEN WATER TANK.
 JU2707'
 JU2707'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 JU2707
 JU2707                          STATION RECOVERY (1950)
 JU2707
 JU2707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2707'STATION MARK RECOVERED AS DESCRIBED IN GOOD CONDITION.  R.M. 1
 JU2707'WAS NOT RECOVERED AND THE MEASUREMENT AND DIRECTION FROM STATION
 JU2707'AFFIRMS THAT IT IS DESTROYED BY SHORE EROSION.  R.M. 2 WAS
 JU2707'FOUND DESTROYED AND ITS DISK REMOVED.  ON RANGE WITH BEACON
 JU2707'ARLINGTON STANDPIPE, THE MARSH LINE IS 23.9 METERS NE OF STATION
 JU2707'AND ON RANGE WITH BEACH HAVEN, WATER TANK IT IS 49.1 METERS.
 JU2707
 JU2707                          STATION RECOVERY (1962)
 JU2707
 JU2707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2707'NOT RECOVERED.  AN HOUR OF PROBING FAILED TO LOCATE THE STATION
 JU2707'MARK.  RMS 1 AND 2 WERE REPORTED LOST IN 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3555 ***********************************************************************
 KV3555  DESIGNATION -  SHIELD
 KV3555  PID         -  KV3555
 KV3555  STATE/COUNTY-  NJ/MONMOUTH
 KV3555  USGS QUAD   -  SANDY HOOK (1981)
 KV3555
 KV3555                         *CURRENT SURVEY CONTROL
 KV3555  ___________________________________________________________________
 KV3555* NAD 83(1996)-  40 28 08.58874(N)    074 00 07.33303(W)     ADJUSTED  
 KV3555* NAVD 88     -         9.0    (meters)      30.     (feet)  VERTCON   
 KV3555  ___________________________________________________________________
 KV3555  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 KV3555  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV3555
 KV3555  HORZ ORDER  -  THIRD
 KV3555
 KV3555.The horizontal coordinates were established by classical geodetic methods
 KV3555.and adjusted by the National Geodetic Survey in September 1999..
 KV3555
 KV3555.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3555
 KV3555.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3555
 KV3555.The geoid height was determined by GEOID03.
 KV3555
 KV3555;                    North         East     Units Scale Factor Converg.
 KV3555;SPC NJ       -   181,711.478   192,226.467   MT  0.99992194   +0 19 23.5
 KV3555;SPC NJ       -   596,165.07    630,663.00   sFT  0.99992194   +0 19 23.5
 KV3555;UTM  18      - 4,480,297.788   584,600.787   MT  0.99968810   +0 38 51.9
 KV3555
 KV3555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3555!SPC NJ       -   1.00000367  x   0.99992194  =   0.99992561
 KV3555!UTM  18      -   1.00000367  x   0.99968810  =   0.99969177
 KV3555
 KV3555                          SUPERSEDED SURVEY CONTROL
 KV3555
 KV3555  NAD 83(1996)-  40 28 08.58869(N)    074 00 07.33300(W) AD(       ) 3
 KV3555  NAD 83(1986)-  40 28 08.58774(N)    074 00 07.33212(W) AD(       ) 3
 KV3555  NGVD 29 (06/15/87)    9.3    (m)           31.     (f) VERT ANG       
 KV3555
 KV3555.Superseded values are not recommended for survey control.
 KV3555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3555.See file dsdata.txt to determine how the superseded data were derived.
 KV3555
 KV3555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8460180298(NAD 83)
 KV3555_MARKER: DD = SURVEY DISK
 KV3555_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV3555+WITH SETTING: PAVEMENT
 KV3555_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3555+STABILITY: SURFACE MOTION
 KV3555
 KV3555  HISTORY     - Date     Condition        Report By
 KV3555  HISTORY     - 1986     MONUMENTED       NOS
 KV3555  HISTORY     - 19950830 MARK NOT FOUND   USPSQD
 KV3555  HISTORY     - 19960618 GOOD             USPSQD
 KV3555  HISTORY     - 19970905 MARK NOT FOUND   USPSQD
 KV3555
 KV3555                          STATION DESCRIPTION
 KV3555
 KV3555'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KV3555'THE STATION IS LOCATED ON SANDY HOOK IN HIGHLANDS, NEW JERSEY.
 KV3555'
 KV3555'TO REACH THE STATION FROM THE ROUTE 36 BRIDGE OVER THE NAVESINK
 KV3555'RIVER GO NORTH INTO THE GATEWAY NATIONAL RECREATIONAL AREA
 KV3555'SANDY HOOK UNIT AND FOLLOW THE ROAD NORTH FOR 4.45 MILES TO A
 KV3555'FOUR-WAY INTERSECTION.  TURN RIGHT AND PROCEED FOR O.45 MILE
 KV3555'TO A Y INTERSECTION.  TAKE THE Y TO THE RIGHT AND PROCEED PAST
 KV3555'THE SANDY HOOK LIGHTHOUSE FOR ANOTHER 0.5 MILE TO A T INTERSECTION.
 KV3555'TURN RIGHT AND PROCEED FOR 0.1 MILE TO A CROSSROAD.  GO STRAIGHT
 KV3555'ACROSS THE CROSSROAD TO THE SOUTH END OF NINE GUN BATTERY AND
 KV3555'THE STATION ON THE CONCRETE ROOF OF THE BATTERY.
 KV3555'
 KV3555'THE STATION IS A STANDARD NOS BRONZE DISK CEMENTED INTO A DRILL
 KV3555'HOLE IN CONCRETE.  THE DISK IS STAMPED---SHIELD 1986---,
 KV3555'IT IS LOCATED 1.98 METERS (6.50 FEET) EAST FROM THE WEST EDGE
 KV3555'OF THE ROOF AND 0.94 METERS (3.10 FEET) NORTH FROM THE SOUTH
 KV3555'EDGE OF THE ROOF.
 KV3555'
 KV3555'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 KV3555'
 KV3555'DESCRIBED BY T D PARKER.
 KV3555
 KV3555                          STATION RECOVERY (1995)
 KV3555
 KV3555'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3555'MARK NOT FOUND.
 KV3555
 KV3555                          STATION RECOVERY (1996)
 KV3555
 KV3555'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV3555'RECOVERED IN GOOD CONDITION.
 KV3555
 KV3555                          STATION RECOVERY (1997)
 KV3555
 KV3555'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV3555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3396 ***********************************************************************
 JU3396  DESIGNATION -  SHIP JOHN SHOAL LIGHT
 JU3396  PID         -  JU3396
 JU3396  STATE/COUNTY-  NJ/CUMBERLAND
 JU3396  USGS QUAD   -  BOMBAY HOOK ISLAND (1993)
 JU3396
 JU3396                         *CURRENT SURVEY CONTROL
 JU3396  ___________________________________________________________________
 JU3396* NAD 83(1996)-  39 18 19.08876(N)    075 22 35.95054(W)     ADJUSTED  
 JU3396* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3396  ___________________________________________________________________
 JU3396  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 JU3396  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JU3396
 JU3396  HORZ ORDER  -  THIRD
 JU3396
 JU3396.The horizontal coordinates were established by classical geodetic methods
 JU3396.and adjusted by the National Geodetic Survey in September 1999..
 JU3396
 JU3396.The orthometric height was scaled from a topographic map.
 JU3396
 JU3396.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3396
 JU3396.The geoid height was determined by GEOID03.
 JU3396
 JU3396;                    North         East     Units Scale Factor Converg.
 JU3396;SPC NJ       -    52,757.674    74,393.117   MT  0.99997036   -0 33 19.2
 JU3396;SPC NJ       -   173,089.14    244,071.42   sFT  0.99997036   -0 33 19.2
 JU3396;SPC DE       -   144,900.191   203,451.284   MT  0.99999515   +0 01 31.2
 JU3396;SPC DE       -   475,393.38    667,489.75   sFT  0.99999515   +0 01 31.2
 JU3396;UTM  18      - 4,350,724.828   467,525.542   MT  0.99961298   -0 14 18.9
 JU3396
 JU3396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3396!SPC NJ       -   1.00000523  x   0.99997036  =   0.99997559
 JU3396!SPC DE       -   1.00000523  x   0.99999515  =   1.00000038
 JU3396!UTM  18      -   1.00000523  x   0.99961298  =   0.99961821
 JU3396
 JU3396                          SUPERSEDED SURVEY CONTROL
 JU3396
 JU3396  NAD 83(1991)-  39 18 19.08872(N)    075 22 35.94967(W) AD(       ) 4
 JU3396  NAD 83(1986)-  39 18 19.08112(N)    075 22 35.95860(W) AD(       ) 4
 JU3396  NAD 27      -  39 18 18.67800(N)    075 22 37.24600(W) AD(       ) 3
 JU3396
 JU3396.Superseded values are not recommended for survey control.
 JU3396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3396.See file dsdata.txt to determine how the superseded data were derived.
 JU3396
 JU3396_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6752650725(NAD 83)
 JU3396_MARKER: 13 = LIGHTHOUSE
 JU3396_MARK LOGO: CGS   
 JU3396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3396+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1983
 JU3396
 JU3396  HISTORY     - Date     Condition        Report By
 JU3396  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3396  HISTORY     - 1970     GOOD             NGS
 JU3396  HISTORY     - 19830101 GOOD             NOS
 JU3396
 JU3396                          STATION DESCRIPTION
 JU3396
 JU3396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU3396'STATION RECOVERED IN GOOD CONDITION.  IT IS A BROWN OCTAGONAL
 JU3396'DWELLING WITH PYRAMIDAL ROOF ON CYLINDRICAL PIER.
 JU3396
 JU3396                          STATION RECOVERY (1983)
 JU3396
 JU3396'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983
 JU3396'THE STATION IS A NAVIGATION LIGHT MARKING A SHOAL NEAR THE E SIDE OF
 JU3396'THE MAIN CHANNEL IN THE DELAWARE BAY ABOUT 3 NAUTICAL MI ESE OF BOMBAY
 JU3396'HOOK POINT.
 JU3396'TO REACH STATION PROCEED BY BOAT.
 JU3396'STATION IS THE CENTER OF THE HIGHEST VERTICAL POINT OF A ---FL W R
 JU3396'SECTOR--- 6 SEC LIGHT ATOP A BROWN, OCTAGONAL DWELLING WITH PYRAMIDAL
 JU3396'ROOF ON A CYLINDRICAL PIER.  REFER TO THE 1982 LIGHT LIST NO. 2115.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4990 ***********************************************************************
 KV4990  DESIGNATION -  SHOAL
 KV4990  PID         -  KV4990
 KV4990  STATE/COUNTY-  NJ/MONMOUTH
 KV4990  USGS QUAD   -  SANDY HOOK (1981)
 KV4990
 KV4990                         *CURRENT SURVEY CONTROL
 KV4990  ___________________________________________________________________
 KV4990* NAD 83(1996)-  40 26 22.01944(N)    074 05 36.70678(W)     ADJUSTED  
 KV4990* NAVD 88     -         3.9    (meters)      13.     (feet)  VERTCON   
 KV4990  ___________________________________________________________________
 KV4990  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 KV4990  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV4990
 KV4990  HORZ ORDER  -  SECOND
 KV4990
 KV4990.The horizontal coordinates were established by classical geodetic methods
 KV4990.and adjusted by the National Geodetic Survey in September 1999..
 KV4990
 KV4990.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV4990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV4990
 KV4990.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4990
 KV4990.The geoid height was determined by GEOID03.
 KV4990
 KV4990;                    North         East     Units Scale Factor Converg.
 KV4990;SPC NJ       -   178,384.878   184,483.139   MT  0.99991463   +0 15 49.2
 KV4990;SPC NJ       -   585,251.05    605,258.43   sFT  0.99991463   +0 15 49.2
 KV4990;UTM  18      - 4,476,928.195   576,878.258   MT  0.99967275   +0 35 16.8
 KV4990
 KV4990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4990!SPC NJ       -   1.00000447  x   0.99991463  =   0.99991910
 KV4990!UTM  18      -   1.00000447  x   0.99967275  =   0.99967721
 KV4990
 KV4990:                Primary Azimuth Mark                     Grid Az
 KV4990:SPC NJ       -  CHAPEL HILL ATT MICRO TOWER              133 21 44.5
 KV4990:UTM  18      -  CHAPEL HILL ATT MICRO TOWER              133 02 16.9
 KV4990
 KV4990|---------------------------------------------------------------------|
 KV4990| PID    Reference Object                     Distance      Geod. Az  |
 KV4990|                                                           dddmmss.s |
 KV4990| KV4989 CHAPEL HILL ATT MICRO TOWER         APPROX. 5.8 KM 1333733.7 |
 KV4990| KV4980 SHB 3 USE 1932                       15.862 METERS 20107     |
 KV4990| CB6372 SHOAL RM 1                           21.138 METERS 22234     |
 KV4990| CB6371 SHOAL AZ MK                                        2680314.4 |
 KV4990| KV5109 UNION BEACH WATER TANK              APPROX. 6.3 KM 2703853.0 |
 KV4990| KV5096 LOCKPORT AERO MARINE TANK           APPROX. 8.2 KM 2720236.5 |
 KV4990| KV5101 KEANSBURG STANDPIPE                 APPROX. 4.0 KM 2900703.0 |
 KV4990| CB6373 SHOAL RM 2                           21.226 METERS 29600     |
 KV4990|---------------------------------------------------------------------|
 KV4990
 KV4990                          SUPERSEDED SURVEY CONTROL
 KV4990
 KV4990  NAD 83(1996)-  40 26 22.01899(N)    074 05 36.70656(W) AD(       ) 2
 KV4990  NAD 83(1986)-  40 26 22.01973(N)    074 05 36.70463(W) AD(       ) 2
 KV4990  NAD 27      -  40 26 21.64468(N)    074 05 38.21056(W) AD(       ) 2
 KV4990  NGVD 29 (07/19/86)    4.2    (m)           14.     (f) VERT ANG       
 KV4990
 KV4990.Superseded values are not recommended for survey control.
 KV4990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4990.See file dsdata.txt to determine how the superseded data were derived.
 KV4990
 KV4990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7687876928(NAD 83)
 KV4990_MARKER: DS = TRIANGULATION STATION DISK
 KV4990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4990_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV4990
 KV4990  HISTORY     - Date     Condition        Report By
 KV4990  HISTORY     - 1962     MONUMENTED       CGS
 KV4990  HISTORY     - 19920722 GOOD             USPSQD
 KV4990  HISTORY     - 19930811 MARK NOT FOUND   NJGS
 KV4990
 KV4990                          STATION DESCRIPTION
 KV4990
 KV4990'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV4990'THE STATION IS ON THE PORT MONMOUTH WATERFRONT, ABOUT 3/4 MILE WEST
 KV4990'OF SHOAL HARBOR AND ON A SANDY STRIP BETWEEN PORT MONMOUTH ROAD AND
 KV4990'THE WATER.  IT IS 90 FEET NORTH OF THE CENTERLINE OF PORT MONMOUTH
 KV4990'ROAD, 82 FEET WEST OF AN 18-INCH WALNUT TREE, 26 FEET EAST OF THE
 KV4990'CENTERLINE OF A DRIVEWAY AND 4 FEET WEST OF A WITNESS POST.  THE
 KV4990'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED---SHOAL 1962---.
 KV4990'
 KV4990'TO REACH FROM THE POST OFFICE IN BELFORD, GO WEST ON STATE HIGHWAY 36
 KV4990'FOR 0.05 MILE.  TURN RIGHT AND GO NORTH ON EAST ROAD FOR 0.5 MILE TO
 KV4990'A T-ROAD.  TURN RIGHT AND GO NORTH ON A BLACKTOP ROAD FOR 0.5 MILE TO
 KV4990'THE BRIDGE OVER COMPTONS CREEK.  CONTINUE NORTH AND WEST ON THE
 KV4990'BLACKTOP ROAD FOR 0.8 MILE TO WILSON AVENUE ON THE LEFT.  CONTINUE
 KV4990'WEST ON PORT MONMOUTH ROAD FOR ABOUT 300 FEET TO A CIRCULAR
 KV4990'DRIVEWAY AND THE STATION ON THE RIGHT.
 KV4990'
 KV4990'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON PORT MONMOUTH
 KV4990'ROAD FOR 0.9 MILE TO A SIDE STREET LEFT.  TURN LEFT AND GO SOUTH ON
 KV4990'WILLIAMS AVENUE FOR 0.2 MILE TO A T-STREET.  TURN LEFT AND GO EAST ON
 KV4990'A PAVED STREET FOR 0.05 MILE TO THE END OF THE STREET AND THE AZIMUTH
 KV4990'MARK.
 KV4990'
 KV4990'REFERENCE MARK 1 IS 29 FEET NORTH OF THE CENTERLINE OF PORT MONMOUTH
 KV4990'ROAD AND 16 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY.  THE
 KV4990'MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED---SHOAL NO 1
 KV4990'1962---.
 KV4990'
 KV4990'REFERENCE MARK 2 IS 102 FEET NORTH OF THE CENTERLINE OF PORT MONMOUTH
 KV4990'ROAD, 74 FEET WEST OF A WITNESS POST AND 43 FEET WEST OF THE
 KV4990'CENTERLINE OF THE DRIVEWAY.  THE MONUMENT PROJECTS 6 INCHES AND THE
 KV4990'DISK IS STAMPED---SHOAL NO 2 1962---.
 KV4990'
 KV4990'SHB 3 (USE) 1932 IS A UNITED STATES HARBOR LINE REFERENCE MARK BRONZE
 KV4990'DISK SET IN CEMENT AT THE CENTER OF THE TOP OF AN 8-INCH TILE PIPE
 KV4990'WHICH HAS BEEN REINFORCED TO ABOUT 18 INCHES IN DIAMETER AND IS FLUSH
 KV4990'WITH THE GROUND SURFACE.  IT IS 90 FEET SOUTHWEST OF AN 18-INCH TREE,
 KV4990'45 FEET NORTHWEST OF A POWER POLE, 40 FEET NORTH OF THE CENTERLINE OF
 KV4990'OF PORT MONMOUTH ROAD AND 12 FEET EAST OF THE CENTERLINE OF THE
 KV4990'DRIVEWAY.
 KV4990'
 KV4990'THE AZIMUTH MARK IS 105 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 KV4990'FRAME HOUSE, 4 FEET NORTHEAST OF A WITNESS POST AND 1 FOOT NORTH OF
 KV4990'A POWER POLE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 KV4990'STAMPED---SHOAL 1962---.
 KV4990'
 KV4990'HEIGHT OF LIGHT ABOVE STATION MARK 21.62 METERS.
 KV4990
 KV4990                          STATION RECOVERY (1992)
 KV4990
 KV4990'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV4990'RECOVERED IN GOOD CONDITION.
 KV4990
 KV4990                          STATION RECOVERY (1993)
 KV4990
 KV4990'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (RJK)
 KV4990'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A HALF HOUR
 KV4990'SEARCH BY A TWO MAN PARTY.  THE DRIVEWAY MENTIONED IN THE ORIGINAL
 KV4990'DESCRIPTION HAS BEEN REMOVED.  THE STATION IS CONSIDERED LOST.  THE
 KV4990'CONCRETE MONUMENT FOR REFERENCE MARK NUMBER 1 WAS FOUND, BUT THE DISK
 KV4990'HAD BEEN REMOVED.  THE CONCRETE MONUMENT FOR REFERENCE MARK NUMBER 2
 KV4990'WAS FOUND TIPPED OVER AND LYING ON ITS SIDE.  BOTH REFERENCE MARKS ARE
 KV4990'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4981 ***********************************************************************
 KV4981  DESIGNATION -  SHOAL HARBOR SMITH FERTIL TANK
 KV4981  PID         -  KV4981
 KV4981  STATE/COUNTY-  NJ/MONMOUTH
 KV4981  USGS QUAD   -  SANDY HOOK (1981)
 KV4981
 KV4981                         *CURRENT SURVEY CONTROL
 KV4981  ___________________________________________________________________
 KV4981* NAD 83(1996)-  40 26 08.28549(N)    074 05 01.94009(W)     ADJUSTED  
 KV4981* NAVD 88     -                                                        
 KV4981  ___________________________________________________________________
 KV4981  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 KV4981  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV4981
 KV4981  HORZ ORDER  -  THIRD
 KV4981
 KV4981.The horizontal coordinates were established by classical geodetic methods
 KV4981.and adjusted by the National Geodetic Survey in September 1999..
 KV4981
 KV4981
 KV4981.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4981
 KV4981.The geoid height was determined by GEOID03.
 KV4981
 KV4981;                    North         East     Units Scale Factor Converg.
 KV4981;SPC NJ       -   177,965.106   185,304.429   MT  0.99991534   +0 16 11.6
 KV4981;SPC NJ       -   583,873.85    607,952.95   sFT  0.99991534   +0 16 11.6
 KV4981;UTM  18      - 4,476,513.179   577,701.712   MT  0.99967432   +0 35 39.2
 KV4981
 KV4981                          SUPERSEDED SURVEY CONTROL
 KV4981
 KV4981  NAD 83(1996)-  40 26 08.28554(N)    074 05 01.93928(W) AD(       ) 4
 KV4981  NAD 83(1986)-  40 26 08.28590(N)    074 05 01.93886(W) AD(       ) 4
 KV4981  NAD 27      -  40 26 07.90100(N)    074 05 03.42400(W) AD(       ) 3
 KV4981
 KV4981.Superseded values are not recommended for survey control.
 KV4981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4981.See file dsdata.txt to determine how the superseded data were derived.
 KV4981
 KV4981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7770276513(NAD 83)
 KV4981_MARKER: 53 = ELEVATED TANK
 KV4981
 KV4981  HISTORY     - Date     Condition        Report By
 KV4981  HISTORY     - 1926     FIRST OBSERVED   CGS
 KV4981  HISTORY     - 1930     GOOD             CGS
 KV4981  HISTORY     - 19950807 MARK NOT FOUND   USPSQD
 KV4981  HISTORY     - 19970905 MARK NOT FOUND   USPSQD
 KV4981
 KV4981                          STATION DESCRIPTION
 KV4981
 KV4981'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (RFS)
 KV4981'WHITE WATER TANK IN THE MIDST OF FISH FACTORY BUILDINGS AT
 KV4981'THE ENTRANCE TO SHOAL HARBOR.
 KV4981
 KV4981                          STATION RECOVERY (1930)
 KV4981
 KV4981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4981'RECOVERED IN GOOD CONDITION, RENAMED TANK (FERTILIZER PLANT).
 KV4981'
 KV4981'THE LOW TANK OF THE J. HOWARD SMITH FISH-OIL AND FERTILIZER
 KV4981'PLANT AT SHOAL HARBOR, BETWEEN PORT MONMOUTH ROAD AND THE
 KV4981'BEACH.  IT IS AN ORDINARY CONICAL-TOP, BLACK, WOOD TANK,
 KV4981'SURMOUNTING A SPIDER SUPPORTING STRUCTURE (IRON).
 KV4981'
 KV4981'THE STATION IS THE TANK APEX, APPROXIMATELY 75 FEET ABOVE GROUND.
 KV4981
 KV4981                          STATION RECOVERY (1995)
 KV4981
 KV4981'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4981'MARK NOT FOUND.
 KV4981
 KV4981                          STATION RECOVERY (1997)
 KV4981
 KV4981'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV4981'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2727 ***********************************************************************
 JU2727  DESIGNATION -  SHOOTING
 JU2727  PID         -  JU2727
 JU2727  STATE/COUNTY-  NJ/OCEAN
 JU2727  USGS QUAD   -  TUCKERTON (1995)
 JU2727
 JU2727                         *CURRENT SURVEY CONTROL
 JU2727  ___________________________________________________________________
 JU2727* NAD 83(1996)-  39 30 37.06483(N)    074 19 13.11667(W)     ADJUSTED  
 JU2727* NAVD 88     -         0.395  (meters)       1.30   (feet)  ADJUSTED  
 JU2727  ___________________________________________________________________
 JU2727  X           -   1,331,689.383 (meters)                     COMP
 JU2727  Y           -  -4,744,090.700 (meters)                     COMP
 JU2727  Z           -   4,036,164.293 (meters)                     COMP
 JU2727  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 JU2727  ELLIP HEIGHT-         -33.32  (meters)          (10/23/02) GPS OBS
 JU2727  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JU2727  DYNAMIC HT  -           0.395 (meters)       1.30  (feet)  COMP
 JU2727  MODELED GRAV-     980,131.3   (mgal)                       NAVD 88
 JU2727
 JU2727  HORZ ORDER  -  FIRST
 JU2727  VERT ORDER  -  FIRST     CLASS II
 JU2727  ELLP ORDER  -  FOURTH    CLASS I
 JU2727
 JU2727.The horizontal coordinates were established by GPS observations
 JU2727.and adjusted by the National Geodetic Survey in May 1999..
 JU2727
 JU2727.The orthometric height was determined by differential leveling
 JU2727.and adjusted by the National Geodetic Survey in March 2001..
 JU2727.No vertical observational check was made to the station.
 JU2727.WARNING-GPS observations at this control monument resulted in a GPS
 JU2727.derived orthometric height which differed from the leveled height by
 JU2727.more than one decimeter (0.1 meter).
 JU2727
 JU2727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2727
 JU2727.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2727
 JU2727.The ellipsoidal height was determined by GPS observations
 JU2727.and is referenced to NAD 83.
 JU2727
 JU2727.The geoid height was determined by GEOID03.
 JU2727
 JU2727.The dynamic height is computed by dividing the NAVD 88
 JU2727.geopotential number by the normal gravity value computed on the
 JU2727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2727.degrees latitude (g = 980.6199 gals.).
 JU2727
 JU2727.The modeled gravity was interpolated from observed gravity values.
 JU2727
 JU2727;                    North         East     Units Scale Factor Converg.
 JU2727;SPC NJ       -    75,163.435   165,451.914   MT  0.99990294   +0 06 51.6
 JU2727;SPC NJ       -   246,598.70    542,820.15   sFT  0.99990294   +0 06 51.6
 JU2727;UTM  18      - 4,373,627.645   558,430.701   MT  0.99964203   +0 25 56.8
 JU2727
 JU2727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2727!SPC NJ       -   1.00000523  x   0.99990294  =   0.99990817
 JU2727!UTM  18      -   1.00000523  x   0.99964203  =   0.99964726
 JU2727
 JU2727|---------------------------------------------------------------------|
 JU2727| PID    Reference Object                     Distance      Geod. Az  |
 JU2727|                                                           dddmmss.s |
 JU2727| CB3017 SHOOTING RM 1                        15.587 METERS 00445     |
 JU2727| CB3016 SHOOTING AZ MK                                     0073753.2 |
 JU2727| CB3018 SHOOTING RM 2                        22.655 METERS 08429     |
 JU2727| AI8797 SHOOTING RM 3                        22.220 METERS 08545     |
 JU2727| JU2729 LITTLE EGG WATERWAY LIGHT 96        APPROX. 1.1 KM 1112200.1 |
 JU2727| JU2757 BRIGANTINE ELEVATED TANK            APPROX.11.0 KM 1960758.7 |
 JU2727| JU2723 SEVEN ISLANDS FISH FACTORY TK       APPROX. 1.7 KM 3034223.1 |
 JU2727|---------------------------------------------------------------------|
 JU2727
 JU2727                          SUPERSEDED SURVEY CONTROL
 JU2727
 JU2727  ELLIP H (05/14/99)  -33.34   (m)                       GP(       ) 4 1
 JU2727  NAD 83(1986)-  39 30 37.06121(N)    074 19 13.11460(W) AD(       ) 1
 JU2727  ELLIP H (03/31/93)  -33.40   (m)                       GP(       ) 3 2
 JU2727  NAD 83(1986)-  39 30 37.05877(N)    074 19 13.10745(W) AD(       ) 2
 JU2727  NAD 27      -  39 30 36.63750(N)    074 19 14.58900(W) AD(       ) 2
 JU2727  NGVD 29 (07/19/86)    0.9    (m)            3.     (f) VERT ANG       
 JU2727
 JU2727.Superseded values are not recommended for survey control.
 JU2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2727.See file dsdata.txt to determine how the superseded data were derived.
 JU2727
 JU2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5843173628(NAD 83)
 JU2727_MARKER: DS = TRIANGULATION STATION DISK
 JU2727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2727_SP_SET: CONCRETE POST
 JU2727_STAMPING: SHOOTING 1935
 JU2727_MARK LOGO: CGS   
 JU2727_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2727+STABILITY: SURFACE MOTION
 JU2727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2727+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1998
 JU2727
 JU2727  HISTORY     - Date     Condition        Report By
 JU2727  HISTORY     - 1935     MONUMENTED       CGS
 JU2727  HISTORY     - 1935     GOOD             CGS
 JU2727  HISTORY     - 1950     GOOD             CGS
 JU2727  HISTORY     - 1962     GOOD             CGS
 JU2727  HISTORY     - 1962     GOOD             CGS
 JU2727  HISTORY     - 19900824 GOOD             USE
 JU2727  HISTORY     - 19981013 GOOD             NJGS
 JU2727  HISTORY     - 20020808 GOOD             USGS
 JU2727
 JU2727                          STATION DESCRIPTION
 JU2727
 JU2727'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2727'STATION SHOOTING IS LOCATED ON SW SIDE OF UNFINISHED ROAD, ROUTE
 JU2727'S4A WHICH LEADS FROM TUCKERTON AND ENDS AT THE END OF THE MARSH
 JU2727'POINT AT SHOOTING THOROUGHFARE.  STATION MAY BE REACHED EITHER BY
 JU2727'USING THIS ROAD OR BY BOAT, LANDING AT THE END OF THE ROAD AND
 JU2727'WALKING APPROXIMATELY 400 METERS N ON ROAD.  STATION IS ON MARSH
 JU2727'ACROSS SMALL DRAIN 29.8 METERS SW OF CENTER OF ROAD AND 60
 JU2727'METERS N OF COAST GUARD TELEPHONE LINE WHICH CROSSES ROAD.
 JU2727'STATION IS APPROXIMATELY ON THE LINE BETWEEN THE LIVING
 JU2727'QUARTERS AT THE OLD FISH FACTORY (PAINTED RED) AND THE EIGHTH
 JU2727'POLE OF THE POWER LINE (COUNTING FROM SOUTHERNMOST POLE).
 JU2727'
 JU2727'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2727'CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2727'
 JU2727'REFERENCE MARK NO.2 IS 1.5 METERS FROM S EDGE OF ROAD.  REFERENCE
 JU2727'MARK NO.1 IS ACROSS SMALL DRAIN APPROXIMATELY 30 METERS S OF EDGE
 JU2727'OF ROAD.
 JU2727'
 JU2727'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 JU2727
 JU2727                          STATION RECOVERY (1935)
 JU2727
 JU2727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 JU2727'RECOVERED IN GOOD CONDITION.
 JU2727
 JU2727                          STATION RECOVERY (1950)
 JU2727
 JU2727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2727'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 JU2727'DISTANCES TO THE REFERENCE MARKS WERE CHECKED (WITH A STEEL TAPE)
 JU2727'AND WERE FOUND TO BE CORRECT.  THE STATION WAS RECOVERED AS
 JU2727'DESCRIBED EXCEPT THE TELEPHONE AND POWER-LINE POLES HAVE BEEN
 JU2727'RELOCATED.
 JU2727'
 JU2727'STATION LOCATED 120 FEET SW OF THE E END OF THE PLANK ROAD THAT
 JU2727'LEADS FROM THE PAVED ROAD TO LITTLE EGG COAST GUARD STATION AND
 JU2727'55.4 FEET SSE FROM THE CENTER LINE OF THE PLANK ROAD ON RANGE WITH
 JU2727'AERO BEACON (RCA) 1931.
 JU2727
 JU2727                          STATION RECOVERY (1962)
 JU2727
 JU2727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2727'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 JU2727'GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND DESTROYED.  A NEW
 JU2727'REFERENCE MARK 3 AND AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 JU2727'
 JU2727'A NEW DESCRIPTION FOLLOWS--
 JU2727'
 JU2727'THE STATION IS IN THE SOUTHWEST ANGLE OF A LONG WOODEN BRIDGE
 JU2727'LEADING TO THE LITTLE EGG LIFEBOAT STATION AND THE MAIN ROAD ON
 JU2727'THE EAST SIDE, ABOUT 0.1 MILE NORTHEAST OF THE LIFEBOAT STATION
 JU2727'AND IS ABOUT 7 MILES SOUTH OF TUCKERTON.  IT IS 96 FEET SOUTHWEST
 JU2727'OF THE CENTERLINE OF A PAVED ROAD, 58 FEET SOUTH OF A POWER POLE
 JU2727'WITH A STOP SIGN ATTACHED, 49 FEET SOUTHWEST OF THE EAST END
 JU2727'OF THE WOODEN BRIDGE AND 2 FEET NORTHWEST OF A WITNESS POST.
 JU2727'THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED SHOOTING
 JU2727'1935.  NOTE 1A.
 JU2727'
 JU2727'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 9 AND
 JU2727'COUNTY ROAD 539 IN TUCKERTON, GO WESTERLY ON HIGHWAY 9 FOR 0.3
 JU2727'MILE TO A Y-FORK.  KEEP LEFT AND GO SOUTHERLY ON A PAVED ROAD
 JU2727'FOR 6.2 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 JU2727'SOUTHERLY FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 JU2727'
 JU2727'REFERENCE MARK 1 IS 11 FEET WEST-SOUTHWEST OF THE POWER POLE
 JU2727'WITH THE STOP SIGN ATTACHED AND 5 FEET SOUTH OF THE SOUTH EDGE
 JU2727'OF THE WOODEN BRIDGE.  THE MONUMENT PROJECTS 3 INCHES AND THE
 JU2727'DISK IS STAMPED SHOOTING NO 1 1935.
 JU2727'
 JU2727'REFERENCE MARK 3 IS 71 FEET EAST OF THE WITNESS POST AND 23
 JU2727'FEET WEST OF THE CENTERLINE OF THE PAVED ROAD.  THE MONUMENT
 JU2727'PROJECTS 3 INCHES AND THE DISK IS STAMPED SHOOTING NO 3 1935.
 JU2727'
 JU2727'THE AZIMUTH MARK IS 27 FEET WEST OF THE CENTERLINE OF A PAVED
 JU2727'ROAD, 2 FEET EAST OF A POWER POLE AND 1 FOOT SOUTHEAST OF A
 JU2727'WITNESS POST.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS
 JU2727'STAMPED SHOOTING 1935.
 JU2727'
 JU2727'HEIGHT OF LIGHT ABOVE STATION MARK 4.54 METERS.
 JU2727
 JU2727                          STATION RECOVERY (1962)
 JU2727
 JU2727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2727'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  A
 JU2727'WOODEN WITNESS POST WAS DRIVEN AND SIGN ATTACHED.
 JU2727'
 JU2727'THE STATION MARK IS STAMPED SHOOTING 1935 (NOTE 1A), AND IS
 JU2727'PROJECTING 1 INCH.  IT IS 94 FEET SOUTH OF THE PAVED ROAD, 55
 JU2727'FEET EAST OF THE ELEVATED PLANK ROAD TO THE COAST GUARD STATION
 JU2727'AND 4 FEET WEST OF THE WITNESS POST.
 JU2727'
 JU2727'RM 1 IS STAMPED SHOOTING 1 1935 (NOTE 11A) AND IS PROJECTING
 JU2727'3 INCHES, IT IS 10 FEET NORTHEAST OF A POWER POLE WITH STOP SIGN
 JU2727'ATTACHED AND 4 FEET EAST OF THE EDGE OF THE PLANK ROAD.
 JU2727'
 JU2727'RM 2 IS STAMPED SHOOTING 2 1935 AND IS PROJECTING 12 INCHES.  (NOTE
 JU2727'11A) IT IS 90 FEET SOUTH OF THE EAST END OF THE PLANK ROAD AND 20
 JU2727'FEET WEST OF THE CENTER OF THE PAVED ROAD, IN A WILD HEDGEROW THAT
 JU2727'BORDERS THE ROAD.
 JU2727'
 JU2727'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN THE CENTER OF
 JU2727'TUCKERTON, GO WEST ON U.S. HIGHWAY 9 FOR 0.3 MILE TO A FORK, TAKE
 JU2727'THE LEFT FORK AND GO SOUTHERLY FOR 6.9 MILES TO THE PLANK ROAD
 JU2727'RIGHT LEADING TO THE LITTLE EGG COAST GUARD STATION AND THE
 JU2727'STATION ON THE RIGHT.
 JU2727
 JU2727                          STATION RECOVERY (1990)
 JU2727
 JU2727'RECOVERY NOTE BY US ENGINEERS 1990
 JU2727'THE STATION IS LOCATED IN THE GREAT BAY WILDLIFE MANAGEMENT AREA, JUST
 JU2727'NORTHEAST OF THE RUTGERS UNIVERSITY RESEARCH FACILITY, FORMERLY THE
 JU2727'LITTLE EGG COAST GUARD STATION, ON THE NORTH SIDE OF SHOOTING
 JU2727'THOROFARE.  THE FACILITY IS ABOUT TWO MILES WEST NORTHWEST OF THE
 JU2727'COLREGS DEMARCATION LINE, AS NOTED ON NOAA NAUTICAL CHART 12316
 JU2727'EDITION 23, JANUARY 1987, IN THE CENTER OF LITTLE EGG INLET.  TO
 JU2727'REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 9 AND GREAT BAY
 JU2727'BOULEVARD AT LAKE POHATCONG IN TUCKERTON BOROUGH, GO 0.3 MI (0.5 KM)
 JU2727'SOUTH ON ROUTE 9 TO THE WYE FORK, TURN LEFT AND GO 6.45 MI (10.38 KM)
 JU2727'SOUTH ON GREAT BAY BOULEVARD TO A WYE FORK AND THE STATION, IN THE
 JU2727'SOUTHWEST ANGLE OF THE FORK.  THE STATION IS 94 FT (28.7 M) SOUTHWEST
 JU2727'OF THE PAVED MAIN ROAD, 55 FT (16.8 M) EAST OF THE ROAD TO THE
 JU2727'FACILITY. THE STATION MAY ALSO BE REACHED BY BOAT AT AICWW MILE 52.3
 JU2727'NEAR CHANNEL MARKER C 3, BEACHING AT THE END OF THE ROAD AND PACKING
 JU2727'ABOUT 400 METERS NORTH ON THE ROAD.
 JU2727
 JU2727                          STATION RECOVERY (1998)
 JU2727
 JU2727'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU2727'RECOVERED AS DESCRIBED.
 JU2727
 JU2727                          STATION RECOVERY (2002)
 JU2727
 JU2727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 JU2727'WITNESS POST HAS SUNK TO GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8797 ***********************************************************************
 AI8797  DESIGNATION -  SHOOTING RM 3
 AI8797  PID         -  AI8797
 AI8797  STATE/COUNTY-  NJ/OCEAN
 AI8797  USGS QUAD   -  TUCKERTON (1995)
 AI8797
 AI8797                         *CURRENT SURVEY CONTROL
 AI8797  ___________________________________________________________________
 AI8797* NAD 83(1986)-  39 30 31.     (N)    074 19 15.     (W)     SCALED    
 AI8797* NAVD 88     -         1.205  (meters)       3.95   (feet)  ADJUSTED  
 AI8797  ___________________________________________________________________
 AI8797  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AI8797  DYNAMIC HT  -           1.204 (meters)       3.95  (feet)  COMP
 AI8797  MODELED GRAV-     980,131.0   (mgal)                       NAVD 88
 AI8797
 AI8797  VERT ORDER  -  FIRST     CLASS II
 AI8797
 AI8797.The horizontal coordinates were scaled from a topographic map and have
 AI8797.an estimated accuracy of +/- 6 seconds.
 AI8797
 AI8797.The orthometric height was determined by differential leveling
 AI8797.and adjusted by the National Geodetic Survey in March 2001..
 AI8797.No vertical observational check was made to the station.
 AI8797
 AI8797.The geoid height was determined by GEOID03.
 AI8797
 AI8797.The dynamic height is computed by dividing the NAVD 88
 AI8797.geopotential number by the normal gravity value computed on the
 AI8797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8797.degrees latitude (g = 980.6199 gals.).
 AI8797
 AI8797.The modeled gravity was interpolated from observed gravity values.
 AI8797
 AI8797;                    North         East    Units  Estimated Accuracy
 AI8797;SPC NJ       -    74,980.      165,410.      MT  (+/- 180 meters Scaled)
 AI8797
 AI8797                          SUPERSEDED SURVEY CONTROL
 AI8797
 AI8797.No superseded survey control is available for this station.
 AI8797
 AI8797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ583734(NAD 83)
 AI8797_MARKER: DR = REFERENCE MARK DISK
 AI8797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8797_STAMPING: SHOOTING NO 3 1935
 AI8797_MARK LOGO: CGS   
 AI8797_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8797+STABILITY: SURFACE MOTION
 AI8797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8797+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1998
 AI8797
 AI8797  HISTORY     - Date     Condition        Report By
 AI8797  HISTORY     - 1962     MONUMENTED       CGS
 AI8797  HISTORY     - 19980901 GOOD             NJGS
 AI8797  HISTORY     - 20020808 GOOD             USGS
 AI8797
 AI8797                          STATION DESCRIPTION
 AI8797
 AI8797'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 AI8797'THE STATION IS LOCATED IN LITTLE EGG HARBOR TOWNSHIP ON THE WEST SIDE
 AI8797'OF GREAT BAY BOULEVARD.  TO REACH THE STATION FROM THE INTERSECTION OF
 AI8797'U.S.  HIGHWAY 9 AND GREAT BAY BOULEVARD IN THE BOROUGH OF TUCKERTON,
 AI8797'GO SOUTH ON GREAT BAY BOULEVARD FOR 6.7 MI (10.8 KM) TO THE STATION ON
 AI8797'THE RIGHT, PROJECTING ABOUT 0.06 M (0.20 FT) ABOVE THE GROUND, JUST
 AI8797'SOUTH FROM THE TIMBER WALKWAY LEADING TO THE FORMER LITTLE EGG HARBOR
 AI8797'COAST GUARD STATION, NOW OCCUPIED BY THE RUTGERS UNIVERSITY MARINE
 AI8797'FIELD STATION.  THE STATION IS 23 FT (7.0 M) WEST FROM THE CENTERLINE
 AI8797'OF GREAT BAY BOULEVARD.
 AI8797
 AI8797                          STATION RECOVERY (2002)
 AI8797
 AI8797'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (PBR)
 AI8797'MARK IS 20 FEET BEYOND ENTRANCE TO RUTGERS FIELD STATION, IN BRUSH 5
 AI8797'FEET, ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5211 ***********************************************************************
 AI5211  DESIGNATION -  SHORES
 AI5211  PID         -  AI5211
 AI5211  STATE/COUNTY-  NJ/MONMOUTH
 AI5211  USGS QUAD   -  LONG BRANCH (1981)
 AI5211
 AI5211                         *CURRENT SURVEY CONTROL
 AI5211  ___________________________________________________________________
 AI5211* NAD 83(1996)-  40 19 42.74922(N)    073 58 27.91784(W)     ADJUSTED  
 AI5211* NAVD 88     -        38.4    (meters)     126.     (feet)  VERTCON   
 AI5211  ___________________________________________________________________
 AI5211  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 AI5211  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 AI5211
 AI5211  HORZ ORDER  -  THIRD
 AI5211
 AI5211.The horizontal coordinates were established by classical geodetic methods
 AI5211.and adjusted by the National Geodetic Survey in May 2000..
 AI5211
 AI5211.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI5211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI5211
 AI5211.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5211
 AI5211.The geoid height was determined by GEOID03.
 AI5211
 AI5211;                    North         East     Units Scale Factor Converg.
 AI5211;SPC NJ       -   166,123.845   194,660.966   MT  0.99992454   +0 20 24.5
 AI5211;SPC NJ       -   545,024.65    638,650.19   sFT  0.99992454   +0 20 24.5
 AI5211;UTM  18      - 4,464,727.795   587,122.830   MT  0.99969343   +0 39 49.6
 AI5211
 AI5211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5211!SPC NJ       -   0.99999909  x   0.99992454  =   0.99992363
 AI5211!UTM  18      -   0.99999909  x   0.99969343  =   0.99969252
 AI5211
 AI5211                          SUPERSEDED SURVEY CONTROL
 AI5211
 AI5211  NGVD 29 (05/18/00)   38.8    (m)          127.     (f) VERT ANG       
 AI5211
 AI5211.Superseded values are not recommended for survey control.
 AI5211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5211.See file dsdata.txt to determine how the superseded data were derived.
 AI5211
 AI5211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8712364728(NAD 83)
 AI5211_MARKER: DD = SURVEY DISK
 AI5211_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI5211+WITH SETTING: PAVEMENT
 AI5211_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5211+STABILITY: SURFACE MOTION
 AI5211
 AI5211  HISTORY     - Date     Condition        Report By
 AI5211  HISTORY     - 1988     MONUMENTED       NOSAMC
 AI5211
 AI5211                          STATION DESCRIPTION
 AI5211
 AI5211'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5211'THE STATION IS LOCATED SOUTH OF THE INTERSECTION OF BEACH RD. AND
 AI5211'OCEAN AVENUE IN MONMOUTH BEACH, N.J. IT IS LOCATED IN THE CENTER OF
 AI5211'THREE VENTS AND TWO PIPES AND UNDER A BRICK. THE STATION IS A STANDARD
 AI5211'NOS BRONZE DISK STAMPED---SHORES 1988 EPOXIED TO A TAR ROOF. IT IS--
 AI5211'10.055 M (32.289 FT.) NORTH OF THE SOUTH WALL. 10.025 M (32.890 FT.)
 AI5211'SOUTH OF THE NORTH WALL. 3.142 M (10.308 FT.) WEST OF THE EAST WALL.
 AI5211'1.695 M (5.561 FT.) SSW OF NORTHERN PIPE. 1.562 M. (5.125 FT.)NE OF
 AI5211'THE NE CORNER OF THE CENTER VENT. 1.636 M (5.367 FT.) NNW OF SOUTHERN
 AI5211'PIPE. CONTACT--GLENN OSBOURNE MANAGER DESCRIBED BY CMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4056 ***********************************************************************
 KV4056  DESIGNATION -  SHORT
 KV4056  PID         -  KV4056
 KV4056  STATE/COUNTY-  NJ/BERGEN
 KV4056  USGS QUAD   -  WEEHAWKEN (1995)
 KV4056
 KV4056                         *CURRENT SURVEY CONTROL
 KV4056  ___________________________________________________________________
 KV4056* NAD 83(1996)-  40 49 06.76747(N)    074 01 58.86331(W)     ADJUSTED  
 KV4056* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4056  ___________________________________________________________________
 KV4056  LAPLACE CORR-           7.51  (seconds)                    DEFLEC99
 KV4056  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 KV4056
 KV4056  HORZ ORDER  -  THIRD
 KV4056
 KV4056.The horizontal coordinates were established by classical geodetic methods
 KV4056.and adjusted by the National Geodetic Survey in September 1999..
 KV4056
 KV4056.The orthometric height was scaled from a topographic map.
 KV4056
 KV4056.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4056
 KV4056.The geoid height was determined by GEOID03.
 KV4056
 KV4056;                    North         East     Units Scale Factor Converg.
 KV4056;SPC NJ       -   220,503.717   189,393.329   MT  0.99991909   +0 18 18.9
 KV4056;SPC NJ       -   723,435.94    621,367.95   sFT  0.99991909   +0 18 18.9
 KV4056;SPC NY L     -    72,389.365   297,214.469   MT  0.99999505   -0 01 17.7
 KV4056;SPC NY L     -   237,497.44    975,111.14   sFT  0.99999505   -0 01 17.7
 KV4056;UTM  18      - 4,519,064.161   581,547.893   MT  0.99968185   +0 37 55.6
 KV4056
 KV4056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4056!SPC NJ       -   1.00000489  x   0.99991909  =   0.99992398
 KV4056!SPC NY L     -   1.00000489  x   0.99999505  =   0.99999994
 KV4056!UTM  18      -   1.00000489  x   0.99968185  =   0.99968673
 KV4056
 KV4056:                Primary Azimuth Mark                     Grid Az
 KV4056:SPC NJ       -  BOARD                                    004 04 43.1
 KV4056:SPC NY L     -  BOARD                                    004 24 19.7
 KV4056:UTM  18      -  BOARD                                    003 45 06.4
 KV4056
 KV4056|---------------------------------------------------------------------|
 KV4056| PID    Reference Object                     Distance      Geod. Az  |
 KV4056|                                                           dddmmss.s |
 KV4056| KV4029 BOARD                               APPROX. 1.0 KM 0042302.0 |
 KV4056| CB6374 SHORT RM 1                                         01901     |
 KV4056| KV4040 FAIRVIEW CHIMNEY                    APPROX. 1.8 KM 0771811.4 |
 KV4056| KV4017 FAT                                 428.909 METERS 0892348.4 |
 KV4056| CB6375 SHORT RM 2                                         11055     |
 KV4056|---------------------------------------------------------------------|
 KV4056
 KV4056                          SUPERSEDED SURVEY CONTROL
 KV4056
 KV4056  NAD 83(1996)-  40 49 06.76733(N)    074 01 58.86342(W) AD(       ) 3
 KV4056  NAD 83(1996)-  40 49 06.76601(N)    074 01 58.86501(W) AD(       ) 3
 KV4056  NAD 83(1992)-  40 49 06.76515(N)    074 01 58.86583(W) AD(       ) 3
 KV4056  NAD 83(1986)-  40 49 06.76969(N)    074 01 58.86101(W) AD(       ) 3
 KV4056  NAD 27      -  40 49 06.40800(N)    074 02 00.35800(W) AD(       ) 3
 KV4056
 KV4056.Superseded values are not recommended for survey control.
 KV4056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4056.See file dsdata.txt to determine how the superseded data were derived.
 KV4056
 KV4056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8154819064(NAD 83)
 KV4056_MARKER: DS = TRIANGULATION STATION DISK
 KV4056_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4056_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4056
 KV4056  HISTORY     - Date     Condition        Report By
 KV4056  HISTORY     - 1914     MONUMENTED       CGS
 KV4056  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV4056
 KV4056                          STATION DESCRIPTION
 KV4056
 KV4056'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV4056'STATION IS ON THE W SIDE OF HACKENSACK RIVER, ABOUT 100 METERS
 KV4056'(328 FEET) W BY S OF A SMALL SHARP POINT OF THE SHORE, 1/4 MILE
 KV4056'BELOW THE MOUTH OF A CREEK, 1/8 MILE ABOVE ANOTHER CREEK, AND
 KV4056'2/3 MILE NNW OF THE CHIMNEY OF BABBITTS SOAP FACTORY.
 KV4056'
 KV4056'THE STATION IS MARKED BY A STANDARD BRASS DISK CEMENTED IN THE
 KV4056'TOP OF A 4-INCH TILE PIPE WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 KV4056'
 KV4056'A BURIED GLASS BOTTLE IS THE SUBSURFACE MARK.
 KV4056'
 KV4056'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CEMENT CONTAINED IN
 KV4056'A 3-INCH TILE PIPE PROJECTING 3 INCHES ABOVE THE GROUND ARE
 KV4056'PLACED RESPECTIVELY 9.26 METERS (30.41 FEET) N 30 DEG E AND 10.732
 KV4056'METERS (35.21 FEET) N 89 DEG W FROM THE STATION.
 KV4056
 KV4056                          STATION RECOVERY (1932)
 KV4056
 KV4056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4056'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5513 ***********************************************************************
 KV5513  DESIGNATION -  SHREVE
 KV5513  PID         -  KV5513
 KV5513  STATE/COUNTY-  NJ/BURLINGTON
 KV5513  USGS QUAD   -  COLUMBUS (1981)
 KV5513
 KV5513                         *CURRENT SURVEY CONTROL
 KV5513  ___________________________________________________________________
 KV5513* NAD 83(1996)-  40 07 20.74064(N)    074 44 44.29662(W)     ADJUSTED  
 KV5513* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 KV5513  ___________________________________________________________________
 KV5513  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 KV5513  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV5513
 KV5513  HORZ ORDER  -  THIRD
 KV5513
 KV5513.The horizontal coordinates were established by classical geodetic methods
 KV5513.and adjusted by the National Geodetic Survey in September 1999..
 KV5513
 KV5513.The orthometric height was scaled from a topographic map.
 KV5513
 KV5513.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5513
 KV5513.The geoid height was determined by GEOID03.
 KV5513
 KV5513;                    North         East     Units Scale Factor Converg.
 KV5513;SPC NJ       -   143,135.857   129,063.620   MT  0.99990539   -0 09 29.9
 KV5513;SPC NJ       -   469,604.89    423,436.23   sFT  0.99990539   -0 09 29.9
 KV5513;SPC PA S     -    91,972.436   856,039.707   MT  0.99997582   +1 56 57.2
 KV5513;SPC PA S     -   301,746.23  2,808,523.61   sFT  0.99997582   +1 56 57.2
 KV5513;UTM  18      - 4,441,376.671   521,673.455   MT  0.99960578   +0 09 50.1
 KV5513
 KV5513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5513!SPC NJ       -   1.00000284  x   0.99990539  =   0.99990823
 KV5513!SPC PA S     -   1.00000284  x   0.99997582  =   0.99997866
 KV5513!UTM  18      -   1.00000284  x   0.99960578  =   0.99960862
 KV5513
 KV5513|---------------------------------------------------------------------|
 KV5513| PID    Reference Object                     Distance      Geod. Az  |
 KV5513|                                                           dddmmss.s |
 KV5513| CB6377 SHREVE RM 1                          17.350 METERS 09703     |
 KV5513| KV5666 ROEBLING J A ROEBLING CO TANK       APPROX. 1.8 KM 2605930.5 |
 KV5513| KV5539 KINKORA RANGE REAR LIGHT            APPROX. 1.9 KM 3291940.6 |
 KV5513|---------------------------------------------------------------------|
 KV5513
 KV5513                          SUPERSEDED SURVEY CONTROL
 KV5513
 KV5513  NAD 83(1986)-  40 07 20.73862(N)    074 44 44.29918(W) AD(       ) 3
 KV5513  NAD 27      -  40 07 20.34500(N)    074 44 45.72000(W) AD(       ) 3
 KV5513
 KV5513.Superseded values are not recommended for survey control.
 KV5513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5513.See file dsdata.txt to determine how the superseded data were derived.
 KV5513
 KV5513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2167341377(NAD 83)
 KV5513_MARKER: DS = TRIANGULATION STATION DISK
 KV5513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5513
 KV5513  HISTORY     - Date     Condition        Report By
 KV5513  HISTORY     - 1935     MONUMENTED       CGS
 KV5513  HISTORY     - 1947     GOOD             CGS
 KV5513  HISTORY     - 1957     GOOD             AMS
 KV5513  HISTORY     - 19900606 MARK NOT FOUND   NJGS
 KV5513
 KV5513                          STATION DESCRIPTION
 KV5513
 KV5513'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5513'BETWEEN ROEBLING AND WHITEHILL, 1.6 MILES NE OF RAILROAD
 KV5513'CROSSING OVER HIGHWAY 25, 45.8 METERS NW OF HIGHWAY, IN THE N
 KV5513'CORNER OF FIELD BELONGING TO AND DIRECTLY ACROSS ROAD FROM BARN
 KV5513'OF W. L. SHREVE.  ON RANGE WITH POLE NO. 1046 MA AND THE
 KV5513'ABANDONED WINDMILL ON SHREVES PROPERTY, 47.7 METERS N OF POLE
 KV5513'NO. 1045, 37.0 METERS NW OF POLE NO. 1046, 58.75 METERS NW OF W
 KV5513'RAIL OF OLD TROLLEY TRACK, 3.55 METERS SW OF 3-NAIL BLAZE IN A
 KV5513'DOUBLE BLACK OAK TREE.
 KV5513'
 KV5513'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5513'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 KV5513'
 KV5513'MAIN SCHEME STATION.  ABANDONMENT OF WORK RESULTED IN FAILURE
 KV5513'TO MEASURE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 2.
 KV5513'
 KV5513'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS.
 KV5513
 KV5513                          STATION RECOVERY (1947)
 KV5513
 KV5513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5513'STATION RECOVERED IN GOOD CONDITION.  EXTENSIVE CHANGES IN THE
 KV5513'AREA MAKE THE 1935 DESCRIPTION INADEQUATE FOR PRESENT DAY
 KV5513'RECOVERY.
 KV5513'
 KV5513'A COMPLETE NEW DESCRIPTION FOLLOWS--
 KV5513'
 KV5513'LOCATED BETWEEN ROEBLING AND FIELDSBORO.  0.5 MILE SW OF FORK
 KV5513'IN U.S. HIGHWAY 130 AT THE UPPER END OF NEWBOLD ISLAND.  ACROSS
 KV5513'THE ROAD FROM A LARGE GROUP OF FARM BUILDINGS (W.L. SHREVE).  AND
 KV5513'ALONG THE INSIDE EDGE OF THE TREE LINE ALONG THE TOP OF BLUFF
 KV5513'OVERLOOKING THE RIVER.
 KV5513'
 KV5513'STATION MARK IS FLUSH WITH THE GROUND.  131 FEET N OF POLE
 KV5513'1045.  124 FEET N OF THE RIVERWARD END OF EXPANSION JOINT
 KV5513'BETWEEN HIGHWAY SLABS 914 AND 915, 11.2 FEET SW OF 12-INCH TWIN
 KV5513'OAK TREE.  AND 6 FEET SHOREWARD OF BLUFF BANK.
 KV5513'
 KV5513'REFERENCE MARK 1 IS 2 FEET SHOREWARD OF BLUFF BANK, IN BRUSH,
 KV5513'AND IS FLUSH WITH THE GROUND.
 KV5513
 KV5513                          STATION RECOVERY (1957)
 KV5513
 KV5513'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 KV5513'STATION RECOVERED AS DESCRIBED FLUSH WITH THE GROUND.  REFERENCE
 KV5513'MARK 1 RECOVERED IN GOOD CONDITION.
 KV5513
 KV5513                          STATION RECOVERY (1990)
 KV5513
 KV5513'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV5513'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV5513'SEARCH BY A ONE MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2832 ***********************************************************************
 KU2832  DESIGNATION -  SHREW
 KU2832  PID         -  KU2832
 KU2832  STATE/COUNTY-  NJ/MONMOUTH
 KU2832  USGS QUAD   -  SANDY HOOK (1981)
 KU2832
 KU2832                         *CURRENT SURVEY CONTROL
 KU2832  ___________________________________________________________________
 KU2832* NAD 83(1996)-  40 24 38.52586(N)    073 58 45.10240(W)     ADJUSTED  
 KU2832* NAVD 88     -         4.7    (meters)      15.     (feet)  GPS OBS   
 KU2832  ___________________________________________________________________
 KU2832  X           -   1,342,190.223 (meters)                     COMP
 KU2832  Y           -  -4,674,366.920 (meters)                     COMP
 KU2832  Z           -   4,112,796.664 (meters)                     COMP
 KU2832  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 KU2832  ELLIP HEIGHT-         -27.81  (meters)          (10/23/02) GPS OBS
 KU2832  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KU2832
 KU2832  HORZ ORDER  -  FIRST
 KU2832  ELLP ORDER  -  FOURTH    CLASS I
 KU2832
 KU2832.The horizontal coordinates were established by GPS observations
 KU2832.and adjusted by the National Geodetic Survey in May 1999..
 KU2832
 KU2832.The orthometric height was determined by GPS observations and a
 KU2832.high-resolution geoid model.
 KU2832
 KU2832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU2832
 KU2832.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2832
 KU2832.The ellipsoidal height was determined by GPS observations
 KU2832.and is referenced to NAD 83.
 KU2832
 KU2832.The geoid height was determined by GEOID03.
 KU2832
 KU2832;                    North         East     Units Scale Factor Converg.
 KU2832;SPC NJ       -   175,243.806   194,201.627   MT  0.99992404   +0 20 15.4
 KU2832;SPC NJ       -   574,945.72    637,143.17   sFT  0.99992404   +0 20 15.4
 KU2832;UTM  18      - 4,473,842.904   586,612.062   MT  0.99969234   +0 39 42.4
 KU2832
 KU2832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2832!SPC NJ       -   1.00000436  x   0.99992404  =   0.99992840
 KU2832!UTM  18      -   1.00000436  x   0.99969234  =   0.99969670
 KU2832
 KU2832:                Primary Azimuth Mark                     Grid Az
 KU2832:SPC NJ       -  NAVESINK LIGHT SOUTH                     197 44 48.0
 KU2832:UTM  18      -  NAVESINK LIGHT SOUTH                     197 25 21.0
 KU2832
 KU2832|---------------------------------------------------------------------|
 KU2832| PID    Reference Object                     Distance      Geod. Az  |
 KU2832|                                                           dddmmss.s |
 KU2832| KU2795 NAVESINK LIGHT SOUTH                APPROX. 1.7 KM 1980503.4 |
 KU2832|---------------------------------------------------------------------|
 KU2832
 KU2832                          SUPERSEDED SURVEY CONTROL
 KU2832
 KU2832  ELLIP H (05/14/99)  -27.83   (m)                       GP(       ) 4 1
 KU2832  NAD 83(1992)-  40 24 38.52511(N)    073 58 45.10215(W) AD(       ) 1
 KU2832  ELLIP H (09/14/94)  -27.91   (m)                       GP(       ) 3 1
 KU2832  NAD 83(1986)-  40 24 38.52698(N)    073 58 45.10220(W) AD(       ) 3
 KU2832  NAD 27      -  40 24 38.13679(N)    073 58 46.61147(W) AD(       ) 3
 KU2832  NGVD 29 (07/19/86)    5.2    (m)           17.     (f) VERT ANG       
 KU2832
 KU2832.Superseded values are not recommended for survey control.
 KU2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2832.See file dsdata.txt to determine how the superseded data were derived.
 KU2832
 KU2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8661273843(NAD 83)
 KU2832_MARKER: DD = SURVEY DISK
 KU2832_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KU2832+WITH SETTING: PAVEMENT
 KU2832_STAMPING: SHREW 1981
 KU2832_MARK LOGO: NOS   
 KU2832_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU2832+STABILITY: SURFACE MOTION
 KU2832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU2832+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1993
 KU2832
 KU2832  HISTORY     - Date     Condition        Report By
 KU2832  HISTORY     - 1981     MONUMENTED       NOS
 KU2832  HISTORY     - 1981     GOOD             NOS
 KU2832  HISTORY     - 1982     GOOD             NOS
 KU2832  HISTORY     - 1986     GOOD             NOS
 KU2832  HISTORY     - 1988     GOOD             NOSAMC
 KU2832  HISTORY     - 19930811 GOOD             NJGS
 KU2832  HISTORY     - 20001218 MARK NOT FOUND   NJGS
 KU2832
 KU2832                          STATION DESCRIPTION
 KU2832
 KU2832'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 KU2832'THE STATION IS LOCATED NORTH OF HIGHLANDS BEACH, NEW JERSEY,
 KU2832'ON SANDY HOOK, ON TOP OF THE SEAWALL.
 KU2832'
 KU2832'TO REACH THE STATION FROM THE JUNCTION OF ATLANTIC AVENUE AND
 KU2832'THE HIGHLANDS BRIDGE, TRAVEL NORTH ON ATLANTIC AVENUE FOR
 KU2832'1.6 KM (1.0 MILE) TO UTILITY POLE S-71-1 ON THE EAST SIDE
 KU2832'OF ATLANTIC AVENUE AND TO STATION.
 KU2832'
 KU2832'THE STATION IS A STANDARD NOS DISK STAMPED ----SHREW 1981---
 KU2832'WHICH IS SET IN A DRILL HOLE IN THE TOP OF THE STONE AND
 KU2832'CONCRETE SEAWALL.
 KU2832'STATION IS FLUSH WITH THE TOP OF THE SEAWALL.
 KU2832'IT IS LOCATED
 KU2832'35.05 METERS (114.9 FT) WEST FROM THE HIGH WATER LINE,
 KU2832'27.62 METERS (90.6 FT) EAST FROM THE CENTERLINE OF ATLANTIC AVE
 KU2832'16.15 METERS (53.0 FT) SOUTHEAST FROM UTILITY POLE S-71-1
 KU2832'0.85 METER (2.8 FT) WEST FROM THE EAST EDGE OF THE SEAWALL,
 KU2832'0.64 METER (2.1 FT) EAST FROM THE WEST EDGE OF THE SEAWALL.
 KU2832'
 KU2832'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.61 METERS.
 KU2832
 KU2832                          STATION RECOVERY (1981)
 KU2832
 KU2832'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981
 KU2832'RECOVERED IN GOOD CONDITION.
 KU2832
 KU2832                          STATION RECOVERY (1982)
 KU2832
 KU2832'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 KU2832'THE STATION WAS RECOVERED AS DESCRIBED.
 KU2832'
 KU2832'RECOVERED BY J. DUNFORD.
 KU2832
 KU2832                          STATION RECOVERY (1986)
 KU2832
 KU2832'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KU2832'THE STATION WAS RECOVERED AT THIS DATE.
 KU2832'
 KU2832'RECOVERED BY R DECROIX.
 KU2832
 KU2832                          STATION RECOVERY (1988)
 KU2832
 KU2832'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KU2832'THE STATION WAS RECOVERED AT THIS DATE. THE DESCRIPTION IS ADEQUATE.
 KU2832
 KU2832                          STATION RECOVERY (1993)
 KU2832
 KU2832'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KU2832'THE STATION IS LOCATED ON THE GROUNDS OF THE GATEWAY NATIONAL
 KU2832'RECREATION AREA ON THE SANDY HOOK PENNINSULA.  TO REACH THE STATION
 KU2832'FROM THE JUNCTION OF THE STATE ROUTE 36 BRIDGE AND THE ENTRANCE ROAD
 KU2832'LEADING TO THE PARK, GO 1.05 MI (1.69 KM) NORTH ON THE MAIN ENTRANCE
 KU2832'ROAD TO THE STATION ON THE RIGHT, SET FLUSH IN A DRILL HOLE ON THE
 KU2832'TOP OF THE INTERLOCKING CONCRETE SEAWALL.  THE STATION IS ALSO ABOUT
 KU2832'0.1 MI (0.2 KM) NORTH FROM THE EXIT DRIVE FROM THE FIRST BATHING
 KU2832'PAVILLION NORTH OF THE TOLL GATES FOR THE PARK AND ABOUT 0.7 MI
 KU2832'(1.1 KM) NORTH FROM THE TOLL GATES FOR THE PARK.  THE STATION IS 16.2
 KU2832'M (53.1 FT) SOUTHEAST FROM POLE NUMBER JC 352MDT S 71 1, 0.6 M
 KU2832'(2.0 FT) EAST FROM THE WEST EDGE OF THE SEAWALL, 0.9 M (3.0 FT) WEST
 KU2832'FROM THE EAST EDGE OF THE SEAWALL, 25.7 M (84.3 FT) EAST FROM THE
 KU2832'CENTERLINE OF THE MAIN ENTRANCE ROAD, 19.3 M (63.3 FT) EAST FROM THE
 KU2832'EAST EDGE OF PAVING OF THE ENTRANCE ROAD AND ABOUT 17 M (55.8 FT)
 KU2832'SOUTHWEST FROM THE SOUTHWEST END OF A ROCK GROIN.  THE STATION IS
 KU2832'ABOUT 2 M (6.6 FT) ABOVE THE ROAD.
 KU2832
 KU2832                          STATION RECOVERY (2000)
 KU2832
 KU2832'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (JVS)
 KU2832'THE STATION DISK WAS APPARENTLY CHISELED FROM THE SEA WALL AND STOLEN.
 KU2832'THE STEM WAS REMOVED ALSO. ALL THAT REMAINS IS THE CHISELED DEPRESSION
 KU2832'IN THE STONE AND CONCRETE SEA WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3990 ***********************************************************************
 KV3990  DESIGNATION -  SIGN
 KV3990  PID         -  KV3990
 KV3990  STATE/COUNTY-  NJ/BERGEN
 KV3990  USGS QUAD   -  WEEHAWKEN (1995)
 KV3990
 KV3990                         *CURRENT SURVEY CONTROL
 KV3990  ___________________________________________________________________
 KV3990* NAD 83(1996)-  40 49 45.11906(N)    074 02 17.57703(W)     ADJUSTED  
 KV3990* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV3990  ___________________________________________________________________
 KV3990  LAPLACE CORR-           7.57  (seconds)                    DEFLEC99
 KV3990  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 KV3990
 KV3990  HORZ ORDER  -  THIRD
 KV3990
 KV3990.The horizontal coordinates were established by classical geodetic methods
 KV3990.and adjusted by the National Geodetic Survey in September 1999..
 KV3990
 KV3990.The orthometric height was scaled from a topographic map.
 KV3990
 KV3990.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3990
 KV3990.The geoid height was determined by GEOID03.
 KV3990
 KV3990;                    North         East     Units Scale Factor Converg.
 KV3990;SPC NJ       -   221,684.327   188,948.584   MT  0.99991867   +0 18 06.9
 KV3990;SPC NJ       -   727,309.33    619,908.81   sFT  0.99991867   +0 18 06.9
 KV3990;SPC NY L     -    73,572.583   296,776.434   MT  0.99999497   -0 01 30.0
 KV3990;SPC NY L     -   241,379.38    973,674.02   sFT  0.99999497   -0 01 30.0
 KV3990;UTM  18      - 4,520,241.934   581,096.527   MT  0.99968095   +0 37 43.9
 KV3990
 KV3990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3990!SPC NJ       -   1.00000489  x   0.99991867  =   0.99992356
 KV3990!SPC NY L     -   1.00000489  x   0.99999497  =   0.99999986
 KV3990!UTM  18      -   1.00000489  x   0.99968095  =   0.99968584
 KV3990
 KV3990|---------------------------------------------------------------------|
 KV3990| PID    Reference Object                     Distance      Geod. Az  |
 KV3990|                                                           dddmmss.s |
 KV3990| CB6379 SIGN RM 1                                          02614     |
 KV3990| KV3982 BRICK                               APPROX. 0.9 KM 0455334.5 |
 KV3990| CB6380 SIGN RM 2                                          12942     |
 KV3990|---------------------------------------------------------------------|
 KV3990
 KV3990                          SUPERSEDED SURVEY CONTROL
 KV3990
 KV3990  NAD 83(1996)-  40 49 45.11891(N)    074 02 17.57713(W) AD(       ) 3
 KV3990  NAD 83(1996)-  40 49 45.11751(N)    074 02 17.57865(W) AD(       ) 3
 KV3990  NAD 83(1992)-  40 49 45.11661(N)    074 02 17.57941(W) AD(       ) 3
 KV3990  NAD 83(1986)-  40 49 45.12165(N)    074 02 17.57471(W) AD(       ) 3
 KV3990  NAD 27      -  40 49 44.75900(N)    074 02 19.07100(W) AD(       ) 3
 KV3990
 KV3990.Superseded values are not recommended for survey control.
 KV3990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3990.See file dsdata.txt to determine how the superseded data were derived.
 KV3990
 KV3990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8109720242(NAD 83)
 KV3990_MARKER: DS = TRIANGULATION STATION DISK
 KV3990_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV3990_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV3990
 KV3990  HISTORY     - Date     Condition        Report By
 KV3990  HISTORY     - 1914     MONUMENTED       CGS
 KV3990  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV3990
 KV3990                          STATION DESCRIPTION
 KV3990
 KV3990'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV3990'STATION IS ON THE W SIDE OF HACKENSACK RIVER, ABOUT 125 METERS
 KV3990'(410 FEET) FROM THE SHORE AND 25 METERS (82 FEET) BELOW THE S
 KV3990'BANK OF LOOSCHEN CREEK, 1/2 MILE BELOW MEHRHOF BRICKYARD AND
 KV3990'1/8 MILE N OF A SIGNBOARD ON THE RIVER BANK.
 KV3990'
 KV3990'THE STATION IS MARKED BY A STANDARD BRASS DISK CEMENTED IN
 KV3990'THE TOP OF A 4-INCH TILE PIPE PROJECTING ABOUT 3 INCHES ABOVE
 KV3990'THE GROUND.
 KV3990'
 KV3990'THE SUBSURFACE MARK IS A BURIED BOTTLE.
 KV3990'
 KV3990'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CEMENT CONTAINED IN
 KV3990'A 3-INCH TILE PIPE PROJECTING 2 INCHES ABOVE THE GROUND, ARE
 KV3990'PLACED RESPECTIVELY 25.941 METERS (85.01 FEET) N 41 DEG E AND
 KV3990'17.108 METERS (56.13 FEET) S 38 DEG E FROM THE STATION.
 KV3990
 KV3990                          STATION RECOVERY (1932)
 KV3990
 KV3990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3990'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3556 ***********************************************************************
 KV3556  DESIGNATION -  SILVER TANK
 KV3556  PID         -  KV3556
 KV3556  STATE/COUNTY-  NJ/BERGEN
 KV3556  USGS QUAD   -  WEEHAWKEN (1995)
 KV3556
 KV3556                         *CURRENT SURVEY CONTROL
 KV3556  ___________________________________________________________________
 KV3556* NAD 83(1996)-  40 50 34.18664(N)    074 05 33.99372(W)     ADJUSTED  
 KV3556* NAVD 88     -        57.     (meters)     187.     (feet)  SCALED    
 KV3556  ___________________________________________________________________
 KV3556  LAPLACE CORR-           6.68  (seconds)                    DEFLEC99
 KV3556  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KV3556
 KV3556  HORZ ORDER  -  FIRST
 KV3556
 KV3556.The horizontal coordinates were established by classical geodetic methods
 KV3556.and adjusted by the National Geodetic Survey in September 1999..
 KV3556
 KV3556.The orthometric height was scaled from a topographic map.
 KV3556
 KV3556.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3556
 KV3556.The geoid height was determined by GEOID03.
 KV3556
 KV3556;                    North         East     Units Scale Factor Converg.
 KV3556;SPC NJ       -   223,174.973   184,339.730   MT  0.99991451   +0 15 58.8
 KV3556;SPC NJ       -   732,199.89    604,787.93   sFT  0.99991451   +0 15 58.8
 KV3556;SPC NY L     -    75,089.624   292,175.800   MT  0.99999491   -0 03 38.5
 KV3556;SPC NY L     -   246,356.54    958,580.10   sFT  0.99999491   -0 03 38.5
 KV3556;UTM  18      - 4,521,705.902   576,480.350   MT  0.99967199   +0 35 36.0
 KV3556
 KV3556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3556!SPC NJ       -   0.99999613  x   0.99991451  =   0.99991064
 KV3556!SPC NY L     -   0.99999613  x   0.99999491  =   0.99999104
 KV3556!UTM  18      -   0.99999613  x   0.99967199  =   0.99966812
 KV3556
 KV3556:                Primary Azimuth Mark                     Grid Az
 KV3556:SPC NJ       -  LODI FIRST REFORMED CH TOWER             013 52 40.8
 KV3556:SPC NY L     -  LODI FIRST REFORMED CH TOWER             014 12 18.1
 KV3556:UTM  18      -  LODI FIRST REFORMED CH TOWER             013 33 03.6
 KV3556
 KV3556|---------------------------------------------------------------------|
 KV3556| PID    Reference Object                     Distance      Geod. Az  |
 KV3556|                                                           dddmmss.s |
 KV3556| KV3923 LODI FIRST REFORMED CH TOWER        APPROX. 3.6 KM 0140839.6 |
 KV3556| CB5755 CARLSTADT TANK RM 2                   6.476 METERS 05637     |
 KV3556| KV4055 CARLSTADT HACKENSACK WATER TK         6.846 METERS 13603     |
 KV3556| CB5756 CARLSTADT TANK RM 3                   8.413 METERS 20315     |
 KV3556| KV3986 PASSAIC JUNIOR HIGH SCHOOL CUP      APPROX. 2.0 KM 2501752.8 |
 KV3556| KV4192 PASSAIC MANHATTAN RUBBER CHIM       APPROX. 4.4 KM 2882523.9 |
 KV3556| KV4217 PASSAIC HIGH SCHOOL FLAGPOLE        APPROX. 3.7 KM 2944152.9 |
 KV3556| KV4218 PASSAIC CITY HALL SPIRE             APPROX. 3.3 KM 2970812.0 |
 KV3556| CB5754 CARLSTADT TANK RM 1                  10.481 METERS 31421     |
 KV3556| KV3913 GARFIELD HOLY TR SLOV EVAN CH       APPROX. 4.0 KM 3375055.2 |
 KV3556| KV3888 LODI WATER CO TANK                  APPROX. 4.2 KM 3590237.5 |
 KV3556|---------------------------------------------------------------------|
 KV3556
 KV3556                          SUPERSEDED SURVEY CONTROL
 KV3556
 KV3556  NAD 83(1996)-  40 50 34.18652(N)    074 05 33.99392(W) AD(       ) 1
 KV3556  NAD 83(1996)-  40 50 34.18481(N)    074 05 33.99599(W) AD(       ) 1
 KV3556  NAD 83(1992)-  40 50 34.18466(N)    074 05 33.99698(W) AD(       ) 1
 KV3556  NAD 83(1986)-  40 50 34.18717(N)    074 05 33.99869(W) AD(       ) 1
 KV3556  NAD 27      -  40 50 33.83100(N)    074 05 35.47700(W) AD(       ) 1
 KV3556
 KV3556.Superseded values are not recommended for survey control.
 KV3556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3556.See file dsdata.txt to determine how the superseded data were derived.
 KV3556
 KV3556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7648021706(NAD 83)
 KV3556_MARKER: DS = TRIANGULATION STATION DISK
 KV3556_SETTING: 0 = UNSPECIFIED SETTING
 KV3556
 KV3556  HISTORY     - Date     Condition        Report By
 KV3556  HISTORY     - 1933     MONUMENTED       CGS
 KV3556  HISTORY     - 1933     GOOD             CGS
 KV3556  HISTORY     - 1933     GOOD             CGS
 KV3556  HISTORY     - 1977     MARK NOT FOUND   NGS
 KV3556
 KV3556                          STATION DESCRIPTION
 KV3556
 KV3556'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3556'THIS STATION IS E OF THE PASSAIC RIVER, IN CARLSTADT ON THE S
 KV3556'SIDE OF SUMMIT AVENUE BETWEEN MADISON AND MONROE STREETS, IN THE
 KV3556'GROUNDS OF THE HACKENSACK WATER SUPPLY COMPANY.  IT IS ON THE
 KV3556'GROUND BENEATH A PROMINENT, LARGE, CONICAL-TOP, GRAY, STEEL
 KV3556'WATER TANK WHICH SURMOUNTS 6 STRUCTURAL-STEEL LEG-COLUMNS.  THE
 KV3556'STATION IS ALONGSIDE AND N OF THE TANK LEG-FOOTING NEAREST
 KV3556'MADISON STREET.
 KV3556'
 KV3556'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK
 KV3556'STAMPED SILVER TANK-1933 SET IN THE 12-INCH TOP OF A TRUNCATED
 KV3556'CONICAL CONCRETE MONUMENT SET 4 INCHES BENEATH GROUND SURFACE.
 KV3556'
 KV3556'THREE STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE
 KV3556'PLACED.  NO.1 CEMENTED IN A DRILL HOLE ATOP THE FIRST CONCRETE
 KV3556'TANK-LEG FOOTING S OF THE STATION.  NO.2 SIMILARLY SET IN THE
 KV3556'FIRST FOOTING N.  NO.3 CEMENTED IN A DRILL HOLE AND COUNTERSUNK
 KV3556'IN THE E CURB OF MADISON STREET.
 KV3556'
 KV3556'THE STATION WAS OCCUPIED CENTRALLY AND ECCENTRICALLY BY USE
 KV3556'OF A RAILING STAND ON THE TANK PLATFORM APPROXIMATELY 80 FEET
 KV3556'ABOVE THE MONUMENT.  A 1/8-INCH DRILL HOLE IN THE RAILING AT
 KV3556'THE W SIDE OF THE TANK MARKS THE CENTRAL SET-UP POINT PLUMBED
 KV3556'BY THEODOLITE FROM SEVERAL GROUND SET-UPS.
 KV3556'
 KV3556'THE TANK SET-UPS ARE POSSIBLE ONLY DURING PERIODS OF CALM, AND
 KV3556'SHOULD PREFERABLY BE MADE ON DAYS WHEN THERE IS NO EXCESSIVE
 KV3556'WATER INTAKE OR DISCHARGE.  REFERENCE MARK DIRECTIONS WERE
 KV3556'OBTAINED FROM A CENTRAL GROUND SET-UP.
 KV3556'
 KV3556'BECAUSE OF A THIN STEEL ROOFING IT WAS NOT FEASIBLE TO ATTEMPT
 KV3556'A TANK-TOP STATION AND SET-UP.
 KV3556'
 KV3556'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KV3556
 KV3556                          STATION RECOVERY (1933)
 KV3556
 KV3556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3556'STATION RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED,
 KV3556'WITH THE FOLLOWING EXCEPTION--
 KV3556'
 KV3556'THE LOCATIONS OF REFERENCE MARKS 1 AND 3 SHOULD BE REVERSED.
 KV3556
 KV3556                          STATION RECOVERY (1933)
 KV3556
 KV3556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JB)
 KV3556'STATION FOUND AS DESCRIBED IN GOOD CONDITION EXCEPT THAT THE
 KV3556'DISTANCES TO REFERENCE MARKS 1 AND 3 ARE REVERSED.
 KV3556'
 KV3556'CORRECT DISTANCES ARE--R.M. NO.1 - 10.481 METERS.  R.M. NO.2 -
 KV3556'6.476 METERS.  R.M. NO.3 - 8.413 METERS.
 KV3556
 KV3556                          STATION RECOVERY (1977)
 KV3556
 KV3556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RPD)
 KV3556'TANK HAS BEEN DESTROYED AND A NEW ONE CONSTRUCTED ON THE SAME
 KV3556'BASE AS THE OLD TANK ACCORDING TO THE ENGINEER.  THE TANK IS
 KV3556'ALSO TALLER BY 28 FT.  (326 ABOVE M.S.L.).  THE TANK IS NOW
 KV3556'GREEN AND HAS A LARGE OBSTRUCTION LIGHT ON TOP CENTER.
 KV3556'
 KV3556'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV3556'IN CARLSTADT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3416 ***********************************************************************
 KV3416  DESIGNATION -  SILVER TANK RM 1
 KV3416  PID         -  KV3416
 KV3416  STATE/COUNTY-  NJ/BERGEN
 KV3416  USGS QUAD   -  WEEHAWKEN (1995)
 KV3416
 KV3416                         *CURRENT SURVEY CONTROL
 KV3416  ___________________________________________________________________
 KV3416* NAD 83(1986)-  40 50 33.     (N)    074 05 34.     (W)     SCALED    
 KV3416* NAVD 88     -        56.680  (meters)     185.96   (feet)  ADJUSTED  
 KV3416  ___________________________________________________________________
 KV3416  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KV3416  DYNAMIC HT  -          56.658 (meters)     185.89  (feet)  COMP
 KV3416  MODELED GRAV-     980,232.1   (mgal)                       NAVD 88
 KV3416
 KV3416  VERT ORDER  -  FIRST     CLASS II
 KV3416
 KV3416.The horizontal coordinates were scaled from a topographic map and have
 KV3416.an estimated accuracy of +/- 6 seconds.
 KV3416
 KV3416.The orthometric height was determined by differential leveling
 KV3416.and adjusted by the National Geodetic Survey in June 1991..
 KV3416
 KV3416.The geoid height was determined by GEOID03.
 KV3416
 KV3416.The dynamic height is computed by dividing the NAVD 88
 KV3416.geopotential number by the normal gravity value computed on the
 KV3416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3416.degrees latitude (g = 980.6199 gals.).
 KV3416
 KV3416.The modeled gravity was interpolated from observed gravity values.
 KV3416
 KV3416;                    North         East    Units  Estimated Accuracy
 KV3416;SPC NJ       -   223,140.      184,340.      MT  (+/- 180 meters Scaled)
 KV3416
 KV3416                          SUPERSEDED SURVEY CONTROL
 KV3416
 KV3416  NGVD 29 (??/??/??)   56.991  (m)          186.98   (f) ADJUSTED    1 2
 KV3416
 KV3416.Superseded values are not recommended for survey control.
 KV3416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3416.See file dsdata.txt to determine how the superseded data were derived.
 KV3416
 KV3416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL764216(NAD 83)
 KV3416_MARKER: DR = REFERENCE MARK DISK
 KV3416_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV3416_SP_SET: CURB
 KV3416_STAMPING: NO.1 1933
 KV3416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3416
 KV3416  HISTORY     - Date     Condition        Report By
 KV3416  HISTORY     - 1933     MONUMENTED       CGS
 KV3416  HISTORY     - 1979     GOOD             NGS
 KV3416  HISTORY     - 20060413 MARK NOT FOUND   GEOCAC
 KV3416
 KV3416                          STATION DESCRIPTION
 KV3416
 KV3416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3416'IN CARLSTADT.
 KV3416'AT THE HACKENSACK WATER COMPANY WATER TANK, AT THE JUNCTION OF SUMMIT
 KV3416'AVENUE AND MADISON STREET, IN THE TOP OF THE SOUTHEAST CURB OF THE
 KV3416'STREET, 56.6 FEET SOUTHWEST OF THE SOUTH CORNER OF THE JUNCTION,
 KV3416'15.8 FEET SOUTHEAST OF THE CENTER OF A METAL MAN HOLE COVER, 10.2
 KV3416'FEET NORTHWEST OF A 6-FOOT CHAIN LINK FENCE, 43.8 FEET WEST
 KV3416'NORTHWEST OF RM 2, 51.1 FEET NORTH OF RM 3.
 KV3416'THE MARK IS ABOVE LEVEL WITH STREET.
 KV3416
 KV3416                          STATION RECOVERY (2006)
 KV3416
 KV3416'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV3416'THE CURB IS NEW.  THERE IS NO DISK ON THE CURB, NOR IS THERE A HOLE
 KV3416'WHERE ONE USED TO BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3417 ***********************************************************************
 KV3417  DESIGNATION -  SILVER TANK RM 2
 KV3417  PID         -  KV3417
 KV3417  STATE/COUNTY-  NJ/BERGEN
 KV3417  USGS QUAD   -  WEEHAWKEN (1995)
 KV3417
 KV3417                         *CURRENT SURVEY CONTROL
 KV3417  ___________________________________________________________________
 KV3417* NAD 83(1986)-  40 50 33.     (N)    074 05 34.     (W)     SCALED    
 KV3417* NAVD 88     -        57.055  (meters)     187.19   (feet)  ADJUSTED  
 KV3417  ___________________________________________________________________
 KV3417  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KV3417  DYNAMIC HT  -          57.033 (meters)     187.12  (feet)  COMP
 KV3417  MODELED GRAV-     980,232.1   (mgal)                       NAVD 88
 KV3417
 KV3417  VERT ORDER  -  FIRST     CLASS II
 KV3417
 KV3417.The horizontal coordinates were scaled from a topographic map and have
 KV3417.an estimated accuracy of +/- 6 seconds.
 KV3417
 KV3417.The orthometric height was determined by differential leveling
 KV3417.and adjusted by the National Geodetic Survey in June 1991..
 KV3417
 KV3417.The geoid height was determined by GEOID03.
 KV3417
 KV3417.The dynamic height is computed by dividing the NAVD 88
 KV3417.geopotential number by the normal gravity value computed on the
 KV3417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3417.degrees latitude (g = 980.6199 gals.).
 KV3417
 KV3417.The modeled gravity was interpolated from observed gravity values.
 KV3417
 KV3417;                    North         East    Units  Estimated Accuracy
 KV3417;SPC NJ       -   223,140.      184,340.      MT  (+/- 180 meters Scaled)
 KV3417
 KV3417                          SUPERSEDED SURVEY CONTROL
 KV3417
 KV3417  NGVD 29 (??/??/??)   57.366  (m)          188.21   (f) ADJUSTED    1 2
 KV3417
 KV3417.Superseded values are not recommended for survey control.
 KV3417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3417.See file dsdata.txt to determine how the superseded data were derived.
 KV3417
 KV3417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL764216(NAD 83)
 KV3417_MARKER: DR = REFERENCE MARK DISK
 KV3417_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV3417_SP_SET: CONCRETE BASE
 KV3417_STAMPING: NO.2 1933
 KV3417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3417+STABILITY: SURFACE MOTION
 KV3417
 KV3417  HISTORY     - Date     Condition        Report By
 KV3417  HISTORY     - 1933     MONUMENTED       CGS
 KV3417  HISTORY     - 1979     GOOD             NGS
 KV3417
 KV3417                          STATION DESCRIPTION
 KV3417
 KV3417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3417'IN CARLSTADT.
 KV3417'IN CARLSTADT, AT THE HACKENSACK WATER CO. WATER TANK AT THE JUNCTION
 KV3417'OF MADISON STREET AND SUMMIT AVENUE, IN NORTHWEST CORNER OF THE
 KV3417'CONCRETE BASE SUPPORTING THE NORTH LEG OF THE WATER TANK, 47.1 FEET
 KV3417'NORTHEAST OF R.M. 3, 44.2 FEET SOUTH OF THE NORTH CORNER POST OF A
 KV3417'7-FOOT CHAIN LINK FENCE AROUND THE TANK, 43.8 FEET SOUTHEAST OF
 KV3417'R.M. 1, 21 FEET WEST OF A FIRE HYDRANT.
 KV3417'THE MARK IS 2 FT ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3418 ***********************************************************************
 KV3418  DESIGNATION -  SILVER TANK RM 3
 KV3418  PID         -  KV3418
 KV3418  STATE/COUNTY-  NJ/BERGEN
 KV3418  USGS QUAD   -  WEEHAWKEN (1995)
 KV3418
 KV3418                         *CURRENT SURVEY CONTROL
 KV3418  ___________________________________________________________________
 KV3418* NAD 83(1986)-  40 50 33.     (N)    074 05 34.     (W)     SCALED    
 KV3418* NAVD 88     -        57.066  (meters)     187.22   (feet)  ADJUSTED  
 KV3418  ___________________________________________________________________
 KV3418  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KV3418  DYNAMIC HT  -          57.044 (meters)     187.15  (feet)  COMP
 KV3418  MODELED GRAV-     980,232.1   (mgal)                       NAVD 88
 KV3418
 KV3418  VERT ORDER  -  FIRST     CLASS II
 KV3418
 KV3418.The horizontal coordinates were scaled from a topographic map and have
 KV3418.an estimated accuracy of +/- 6 seconds.
 KV3418
 KV3418.The orthometric height was determined by differential leveling
 KV3418.and adjusted by the National Geodetic Survey in June 1991..
 KV3418
 KV3418.The geoid height was determined by GEOID03.
 KV3418
 KV3418.The dynamic height is computed by dividing the NAVD 88
 KV3418.geopotential number by the normal gravity value computed on the
 KV3418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3418.degrees latitude (g = 980.6199 gals.).
 KV3418
 KV3418.The modeled gravity was interpolated from observed gravity values.
 KV3418
 KV3418;                    North         East    Units  Estimated Accuracy
 KV3418;SPC NJ       -   223,140.      184,340.      MT  (+/- 180 meters Scaled)
 KV3418
 KV3418                          SUPERSEDED SURVEY CONTROL
 KV3418
 KV3418  NGVD 29 (??/??/??)   57.377  (m)          188.24   (f) ADJUSTED    1 2
 KV3418
 KV3418.Superseded values are not recommended for survey control.
 KV3418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3418.See file dsdata.txt to determine how the superseded data were derived.
 KV3418
 KV3418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL764216(NAD 83)
 KV3418_MARKER: DR = REFERENCE MARK DISK
 KV3418_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV3418_SP_SET: CONCRETE BASE
 KV3418_STAMPING: NO.3 1933
 KV3418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3418+STABILITY: SURFACE MOTION
 KV3418
 KV3418  HISTORY     - Date     Condition        Report By
 KV3418  HISTORY     - 1933     MONUMENTED       CGS
 KV3418  HISTORY     - 1979     GOOD             NGS
 KV3418
 KV3418                          STATION DESCRIPTION
 KV3418
 KV3418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3418'IN CARLSTADT.
 KV3418'IN CARLSTADT, AT THE HACKENSACK WATER CO. WATER TANK AT THE JUNCTION
 KV3418'OF MADISON STREET AND SUMMIT AVENUE, IN THE NORTHWEST CORNER OF THE
 KV3418'CONCRETE BASE SUPPORTING THE NORTHWEST LEG OF THE WATER TANK, 58.3
 KV3418'FEET SOUTHWEST OF A FIRE HYDRANT, 51.1 FEET SOUTH OF R.M. 1, 47.1
 KV3418'FEET SOUTHWEST OF R.M. 2, 39.2 FEET EAST OF THE CENTER OF THE
 KV3418'ENTRANCE GATE OF MADISON STREET.
 KV3418'THE MARK IS 2 FT ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2759 ***********************************************************************
 JU2759  DESIGNATION -  SIMKIN RESET
 JU2759  PID         -  JU2759
 JU2759  STATE/COUNTY-  NJ/ATLANTIC
 JU2759  USGS QUAD   -  BRIGANTINE INLET (1994)
 JU2759
 JU2759                         *CURRENT SURVEY CONTROL
 JU2759  ___________________________________________________________________
 JU2759* NAD 83(1996)-  39 27 46.33219(N)    074 21 15.37923(W)     ADJUSTED  
 JU2759* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2759  ___________________________________________________________________
 JU2759  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 JU2759  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JU2759
 JU2759  HORZ ORDER  -  THIRD
 JU2759
 JU2759.The horizontal coordinates were established by classical geodetic methods
 JU2759.and adjusted by the National Geodetic Survey in September 1999..
 JU2759
 JU2759.The orthometric height was scaled from a topographic map.
 JU2759
 JU2759.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2759
 JU2759.The geoid height was determined by GEOID03.
 JU2759
 JU2759;                    North         East     Units Scale Factor Converg.
 JU2759;SPC NJ       -    69,893.250   162,539.978   MT  0.99990194   +0 05 33.4
 JU2759;SPC NJ       -   229,308.10    533,266.58   sFT  0.99990194   +0 05 33.4
 JU2759;UTM  18      - 4,368,342.769   555,548.813   MT  0.99963799   +0 24 37.5
 JU2759
 JU2759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2759!SPC NJ       -   1.00000524  x   0.99990194  =   0.99990718
 JU2759!UTM  18      -   1.00000524  x   0.99963799  =   0.99964323
 JU2759
 JU2759:                Primary Azimuth Mark                     Grid Az
 JU2759:SPC NJ       -  ABSECON LIGHT                            205 36 54.7
 JU2759:UTM  18      -  ABSECON LIGHT                            205 17 50.6
 JU2759
 JU2759|---------------------------------------------------------------------|
 JU2759| PID    Reference Object                     Distance      Geod. Az  |
 JU2759|                                                           dddmmss.s |
 JU2759| JU2772 ABSECON LIGHT                       APPROX.11.9 KM 2054228.1 |
 JU2759| CB3043 SIMKIN RM 1                          12.372 METERS 23341     |
 JU2759| CB3045 SIMKIN RM 3                                        23404     |
 JU2759| JU2818 LITTLE EGG WATERWAY LT 88           APPROX. 3.1 KM 2925424.3 |
 JU2759| JU2762 LITTLE EGG WATERWAY LT 87           APPROX. 2.9 KM 3235646.5 |
 JU2759| JU2819 LITTLE EGG WATERWAY LT 82           APPROX. 4.6 KM 3295010.9 |
 JU2759| CB3044 SIMKIN RM 2                          17.776 METERS 33007     |
 JU2759| CB3046 SIMKIN RM 4                                        33028     |
 JU2759|---------------------------------------------------------------------|
 JU2759
 JU2759                          SUPERSEDED SURVEY CONTROL
 JU2759
 JU2759  NAD 83(1986)-  39 27 46.32399(N)    074 21 15.37071(W) AD(       ) 3
 JU2759  NAD 27      -  39 27 45.89900(N)    074 21 16.85000(W) AD(       ) 3
 JU2759
 JU2759.Superseded values are not recommended for survey control.
 JU2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2759.See file dsdata.txt to determine how the superseded data were derived.
 JU2759
 JU2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5554968343(NAD 83)
 JU2759_MARKER: DS = TRIANGULATION STATION DISK
 JU2759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2759
 JU2759  HISTORY     - Date     Condition        Report By
 JU2759  HISTORY     - 1935     MONUMENTED       CGS
 JU2759  HISTORY     - 1950     POOR             CGS
 JU2759  HISTORY     - 1962     GOOD             CGS
 JU2759  HISTORY     - 1971     GOOD             NGS
 JU2759
 JU2759                          STATION DESCRIPTION
 JU2759
 JU2759'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2759'STATION IS STANDARD DISK SET IN CONCRETE MONUMENT WHICH STANDS
 JU2759'ABOUT 1 FOOT ABOVE THE GROUND.  IS LOCATED ON NE END OF LARGE
 JU2759'MARSH ISLAND SITUATED ON THE S SIDE OF SIMKIN THOROUGHFARE AND
 JU2759'ON THE N SIDE OF LITTLE MUD THOROUGHFARE.  IS LOCATED 35.4
 JU2759'METERS FROM HIGH WATER LINE OF SMALL CREEK WHICH JOINS SIMKIN
 JU2759'THOROUGHFARE AND LITTLE MUD THOROUGHFARE AND 179.8 METERS FROM
 JU2759'POINT ON NORTHERN ENTRANCE.  DISKS WERE STAMPED SIMKIN 1935 AND
 JU2759'REFERENCE MARKS STAMPED NO. 1 AND NO. 2 RESPECTIVELY.
 JU2759'
 JU2759'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2759'CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2759'
 JU2759'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 JU2759
 JU2759                          STATION RECOVERY (1950)
 JU2759
 JU2759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2759'THE STATION MARK WAS RECOVERED IN POOR CONDITION.  THE CONCRETE
 JU2759'MONUMENT HAD CRUMBLED SO THAT THE DISK WAS LOOSE.  A WOODEN
 JU2759'BENCH (2 BY 4 INCHES) WITH A NAIL DRIVEN THROUGH WAS DIRECTLY
 JU2759'OVER THE DISK.  THE STATION WAS REINFORCED USING THIS BENCH AS A
 JU2759'CHECK.  R.M. 1 WAS DESTROYED.  THE TOP OF THE CONCRETE
 JU2759'MONUMENT WAS CRUMBLED AND THE DISK WAS NOT FOUND.
 JU2759'
 JU2759'R.M. 2 WAS DESTROYED.  THE DISK WAS FOUND LYING ON THE
 JU2759'CRUMBLED TOP OF THE CONCRETE MONUMENT.  TWO NEW REFERENCE MARKS
 JU2759'WERE ESTABLISHED.
 JU2759'
 JU2759'THE ORIGINAL DESCRIPTION IS NO LONGER ADEQUATE.  A NEW
 JU2759'DESCRIPTION FOLLOWS--
 JU2759'
 JU2759'THE STATION IS LOCATED ON THE S SIDE OF SIMKIN THOROUGHFARE, AND
 JU2759'ON THE N SIDE OF LITTLE MUD THOROUGHFARE, ABOUT 600 YARDS W
 JU2759'OF A SHACK.  IT IS 31 METERS W OF A SMALL CREEK WHICH JOINS
 JU2759'SIMKIN THOROUGHFARE AND LITTLE MUD THOROUGHFARE, AND IS 172
 JU2759'METERS S OF POINT ON N ENTRANCE OF CREEK.  A SMALL CIRCULAR POND
 JU2759'IS 53 FEET E OF THE STATION.  STATION MARK IS A STANDARD DISK
 JU2759'STAMPED SIMKIN, 1935 AND IS SET IN THE TOP OF A MASS OF
 JU2759'CONCRETE 1.7 FEET SQUARE AND 4 INCHES ABOVE THE MARSH.  A WHITE
 JU2759'4- BY 4-INCH POST WAS SET 1 METER N OF THE STATION.
 JU2759'
 JU2759'R.M. 3 IS A STANDARD REFERENCE DISK SET IN TOP OF A 6-INCH
 JU2759'CONCRETE-FILLED TERRA-COTTA PIPE PROJECTING 4 INCHES ABOVE THE
 JU2759'MARSH AND STAMPED SIMKIN NO. 3, 1935.  IT IS IN LINE WITH R.M. 1.
 JU2759'
 JU2759'R.M. 4 IS A STANDARD REFERENCE DISK SET IN TOP OF A 6-INCH
 JU2759'CONCRETE-FILLED TERRA-COTTA PIPE PROJECTING 4 INCHES ABOVE THE
 JU2759'MARSH AND STAMPED SIMKIN NO. 4, 1935.  IT IS IN LINE WITH R.M. 2.
 JU2759
 JU2759                          STATION RECOVERY (1962)
 JU2759
 JU2759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2759'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1950.  BOTH
 JU2759'RMS ARE NOW FLUSH.
 JU2759
 JU2759                          STATION RECOVERY (1971)
 JU2759
 JU2759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU2759'THE TRIANGULATION MARK WAS RECOVERED AS DESCRIBED AND IN GOOD
 JU2759'CONDITION.  ALTHOUGH SWAMP WATER EXISTS AT HIGH TIDE, THE MARK
 JU2759'REMAINS VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0709 ***********************************************************************
 KV0709  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0709  DESIGNATION -  SIMPSON 2
 KV0709  PID         -  KV0709
 KV0709  STATE/COUNTY-  NJ/MONMOUTH
 KV0709  USGS QUAD   -  SANDY HOOK (1981)
 KV0709
 KV0709                         *CURRENT SURVEY CONTROL
 KV0709  ___________________________________________________________________
 KV0709* NAD 83(1996)-  40 28 06.23276(N)    074 00 29.73290(W)     ADJUSTED  
 KV0709* NAVD 88     -         2.110  (meters)       6.92   (feet)  ADJUSTED  
 KV0709  ___________________________________________________________________
 KV0709  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 KV0709  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV0709  DYNAMIC HT  -           2.109 (meters)       6.92  (feet)  COMP
 KV0709  MODELED GRAV-     980,204.8   (mgal)                       NAVD 88
 KV0709
 KV0709  HORZ ORDER  -  THIRD
 KV0709  VERT ORDER  -  FIRST     CLASS II
 KV0709
 KV0709.The horizontal coordinates were established by classical geodetic methods
 KV0709.and adjusted by the National Geodetic Survey in September 1999..
 KV0709.No horizontal observational check was made to the station.
 KV0709
 KV0709.The orthometric height was determined by differential leveling
 KV0709.and adjusted by the National Geodetic Survey in May 2006..
 KV0709
 KV0709.This Tidal Bench Mark is designated as VM 320
 KV0709.by the Center for Operational Oceanographic Products and Services.
 KV0709
 KV0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0709
 KV0709.The geoid height was determined by GEOID03.
 KV0709
 KV0709.The dynamic height is computed by dividing the NAVD 88
 KV0709.geopotential number by the normal gravity value computed on the
 KV0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0709.degrees latitude (g = 980.6199 gals.).
 KV0709
 KV0709.The modeled gravity was interpolated from observed gravity values.
 KV0709
 KV0709;                    North         East     Units Scale Factor Converg.
 KV0709;SPC NJ       -   181,635.856   191,699.238   MT  0.99992140   +0 19 09.0
 KV0709;SPC NJ       -   595,916.97    628,933.25   sFT  0.99992140   +0 19 09.0
 KV0709;UTM  18      - 4,480,219.199   584,074.118   MT  0.99968701   +0 38 37.3
 KV0709
 KV0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0709!SPC NJ       -   1.00000475  x   0.99992140  =   0.99992615
 KV0709!UTM  18      -   1.00000475  x   0.99968701  =   0.99969176
 KV0709
 KV0709|---------------------------------------------------------------------|
 KV0709| PID    Reference Object                     Distance      Geod. Az  |
 KV0709|                                                           dddmmss.s |
 KV0709| KV4919 BC PECK USCA 1940                   397.584 METERS 03230     |
 KV0709| KV4977 SANDY HOOK STANDPIPE                112.373 METERS 04104     |
 KV0709| KV0707 SIMPSON 2 RM 3                       19.331 METERS 10528     |
 KV0709| KV4960 SANDY HOOK FORT HANCOCK FP          APPROX. 0.9 KM 1573044.5 |
 KV0709| KV3110 SIMPSON RM 2                                       17102     |
 KV0709| KV5940 HIGHLANDS ATT MICROWAVE TOWER       APPROX. 7.8 KM 2024544.4 |
 KV0709| KV0708 SIMPSON                              25.623 METERS 24309     |
 KV0709| KV6237 TP CG                               207.600 METERS 31330     |
 KV0709|---------------------------------------------------------------------|
 KV0709
 KV0709                          SUPERSEDED SURVEY CONTROL
 KV0709
 KV0709  NAD 83(1996)-  40 28 06.23271(N)    074 00 29.73283(W) AD(       ) 3
 KV0709  NAD 83(1986)-  40 28 06.23151(N)    074 00 29.73240(W) AD(       ) 3
 KV0709  NAD 27      -  40 28 05.84408(N)    074 00 31.23164(W) AD(       ) 3
 KV0709  NAVD 88 (09/26/96)    2.105  (m)            6.91   (f) UNKNOWN     1 2
 KV0709  NAVD 88 (06/15/91)    2.115  (m)            6.94   (f) UNKNOWN     1 2
 KV0709  NGVD 29 (01/10/92)    2.433  (m)            7.98   (f) ADJUSTED    1 2
 KV0709
 KV0709.Superseded values are not recommended for survey control.
 KV0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0709.See file dsdata.txt to determine how the superseded data were derived.
 KV0709
 KV0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8407480219(NAD 83)
 KV0709_MARKER: DS = TRIANGULATION STATION DISK
 KV0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0709_SP_SET: CONCRETE POST
 KV0709_STAMPING: SIMPSON 2 1972
 KV0709_MARK LOGO: NGS   
 KV0709_PROJECTION: RECESSED 8 CENTIMETERS
 KV0709_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0709+STABILITY: SURFACE MOTION
 KV0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0709+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 KV0709
 KV0709  HISTORY     - Date     Condition        Report By
 KV0709  HISTORY     - 1972     MONUMENTED       NGS
 KV0709  HISTORY     - 1972     GOOD             NGS
 KV0709  HISTORY     - 1979     GOOD             NGS
 KV0709  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 KV0709  HISTORY     - 1984     GOOD             NGS
 KV0709  HISTORY     - 19890114 GOOD             NJGS
 KV0709  HISTORY     - 19950626 GOOD             NJGS
 KV0709  HISTORY     - 19950918 GOOD             NOS
 KV0709  HISTORY     - 19951017 GOOD             NGS
 KV0709  HISTORY     - 19951017 GOOD             NGS
 KV0709  HISTORY     - 20030717 GOOD             NJGS
 KV0709
 KV0709                          STATION DESCRIPTION
 KV0709
 KV0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KV0709'THE STATION IS LOCATED ON SANDY HOOK, JUST NORTH OF THE CENTER OF
 KV0709'FORT HANCOCK MILITARY BASE.  IT IS ABOUT 4 AIRLINE MILES
 KV0709'NORTH-NORTHEAST OF ATLANTIC HIGHLANDS ABOUT 2 MILES NORTH OF SANDY
 KV0709'HOOK STATE PARK.  THE PROPERTY IS OWNED BY THE U.S. GOVERNMENT.
 KV0709'
 KV0709'TO REACH THE STATION FROM THE FORT HANCOCK HEADQUARTERS, GO NORTHERLY
 KV0709'ON A PAVED ROAD FOR 0.5 MILE TO A T-INTERSECTION.  (ARMY BUILDING
 KV0709'109 ON THE LEFT AND BUILDING NUMBER 108 ON THE RIGHT.) TURN LEFT
 KV0709'AND GO WEST ON A PAVED ROAD FOR 0.1 MILE TO A FIVE WAY FORK.  TURN
 KV0709'SHARP RIGHT AND GO NORTHERLY ON A PAVED ROAD FOR 0.05 MILE TO
 KV0709'THE STATION ON THE LEFT.
 KV0709'
 KV0709'THE STATION MARKS ARE STANDARD DISKS STAMPED SIMPSON 2 1972.  THE
 KV0709'SURFACE DISK IS SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT
 KV0709'WHICH IS FLUSH WITH THE SURFACE.  IT IS 85 FEET EAST OF THE EAST
 KV0709'SIDE OF A BUILDING WHICH IS PRESENTLY UNDER CONSTRUCTION, 16 FEET
 KV0709'WEST OF THE CENTER OF THE PAVED ROAD AND 2.4 FEET SOUTHEAST OF A
 KV0709'WITNESS POST.  THE SUB-SURFACE DISK IS SET IN THE TOP OF A
 KV0709'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE.
 KV0709'
 KV0709'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SIMPSON 1940, CEMENTED
 KV0709'IN A DRILL HOLE IN A CURB WHICH IS ABOUT 6-INCHES HIGHER THAN THE
 KV0709'ROAD.  IT IS 265 FEET SOUTH OF THE WITNESS POST, 12 FEET SOUTH OF
 KV0709'THE CENTER OF THE ROAD AND 0.3 FOOT SOUTH OF THE NORTH EDGE OF THE
 KV0709'CURB.
 KV0709'
 KV0709'REFERENCE MARK 3 IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 KV0709'ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 44 FEET EAST
 KV0709'OF THE WITNESS POST AND 1.8 FEET WEST OF A WITNESS POST.
 KV0709'
 KV0709'BENCH MARK NUMBER 7 IS A STANDARD BENCH MARK DISK STAMPED 7 1932,
 KV0709'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KV0709'3 INCHES.  IT IS 137 FEET NORTH OF THE WITNESS POST, 12 FEET WEST
 KV0709'OF THE CENTER OF THE ROAD AND 6 FEET NORTH OF A 10-INCH TREE.
 KV0709'
 KV0709'TRIANGULATION STATION HORSESHOE 1940 OR B C PECK 1940 MAY BE USED
 KV0709'AS AN AZIMUTH MARK FOR THIS STATION.  SEE DESCRIPTIONS THEREOF.
 KV0709
 KV0709                          STATION RECOVERY (1972)
 KV0709
 KV0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KV0709'AT FORT HANCOCK.
 KV0709'LOCATED IN THE NORTH PART OF FORT HANCOCK.  TO REACH FROM THE
 KV0709'FORT HANCOCK HEADQUARTERS, GO NORTH ON A PAVED ROAD FOR 0.5 MILE
 KV0709'TO A T-INTERSECTION.  TURN LEFT AND GO WEST ON A PAVED ROAD
 KV0709'FOR 0.1 MILE TO A FIVE WAY FORK.  TURN RIGHT AND GO NORTH ON A
 KV0709'PAVED ROAD FOR 0.05 MILE TO THE MARK ON THE LEFT.  THE MARK IS
 KV0709'A STANDARD DISK STAMPED SIMPSON 2 1972, SET IN THE TOP OF A
 KV0709'10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 KV0709'OF THE GROUND AND ABOUT THE SAME LEVEL AS THE ROAD.  IT IS 84
 KV0709'FEET EAST OF A BUILDING WHICH IS UNDER CONSTRUCTION, 16 FEET
 KV0709'WEST OF THE CENTER OF THE ROAD AND 2.4 FEET EAST OF A WITNESS
 KV0709'POST.
 KV0709
 KV0709                          STATION RECOVERY (1979)
 KV0709
 KV0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0709'THE MARK IS ABOVE LEVEL WITH ROAD.
 KV0709'AT SANDY HOOK, AT FORT HNCOCK, AT THE U.S. COAST GUARD HEADQUARTERS
 KV0709'BUILDING, 227 FEET NORTH OF THE CENTER OF CANFIELD ROAD, 78.5 FEET
 KV0709'EAST OF THE NORTHEAST CORNER OF THE U.S.C.G. BUILDING, 8.7 FEET WEST
 KV0709'OF THE WEST CURB OF HARTSHORNE DRIVE, 11.3 FEET SOUTH-SOUTHEAST
 KV0709'OS THE SOUTHEAST CORNER OF THE EAST END OF A SIDEWALK LEADING TO
 KV0709'BUILDING, 20 FEET NORTH OF A YELLOW FIRE HYDRANT.
 KV0709'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 KV0709
 KV0709                          STATION RECOVERY (1983)
 KV0709
 KV0709'RECOVERY NOTE BY US POWER SQUADRON 1983 (PJM)
 KV0709'STATION MISSING ACCORDING TO WILLIARD AND YORKANIS INC. 157 BROAD
 KV0709'ST RED BANK N.J. 1 DAY SPENT IN SEARCH.
 KV0709
 KV0709                          STATION RECOVERY (1984)
 KV0709
 KV0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BFB)
 KV0709'LOCATION--
 KV0709'
 KV0709'APPROXIMATELY 3 FEET EAST OF THE EASTERN EDGE OF THE NORTH-SOUTH
 KV0709'ACCESS ROAD TO THE HEADQUARTERS BUILDING OF U.S. COAST GUARD
 KV0709'STATION SANDY HOOK, AND APPROXIMATELY IN LINE WITH THE BUILDING
 KV0709'ENTRANCE.
 KV0709'
 KV0709'IDENTIFICATION MARKS--
 KV0709'HORIZONTAL CONTROL MARK.
 KV0709'
 KV0709'THE MARK IS A STANDARD BRONZE MARKER WITH A DOT CENTERED IN AN
 KV0709'EQUILATERAL TRIANGLE.  IT IS APPROXIMATELY 1/2 INCH BELOW A SANDY
 KV0709'GROUND LEVEL AND PARTLY BURIED IN SAND.  THE NEARBY WITNESS POST
 KV0709'IS IN GOOD CONDITION.
 KV0709
 KV0709                          STATION RECOVERY (1989)
 KV0709
 KV0709'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV0709'THE STATION MARK, REFERENCE MARK 3 AND BENCH MARK S 80 WERE RECOVERED
 KV0709'AT THIS DATE.  A TRAVERSE TIE WAS MADE TO STATION HANCOCK 1934.  HE
 KV0709'STATION IS LOCATED ON THE COAST GUARD STATION AT SANDY HOOK.  TO
 KV0709'REACH THE STATION FROM THE GATE OF THE COAST GUARD STATION GO WEST ON
 KV0709'A PAVED ROAD FOR 0.16 KM (0.26 MI) TO A ROAD RIGHT.  TURN RIGHT AND
 KV0709'GO NORTH FOR 0.08 KM (0.13 MI) TO THE STATION ON THE LEFT BETWEEN
 KV0709'PINE TREES AT THE SOUTHEAST EDGE OF THE PARKING LOT.
 KV0709'THE STATION IS LOCATED 69.2 M (227.03 FT) NORTH OF THE CENTER OF THE
 KV0709'FIRST PAVED ROAD, 23.93 M (78.51 FT) EAST OF THE NORTHEAST CORNER OF
 KV0709'THE COAST GUARD STATION, 2.65 M (8.69 FT) WEST OF THE CURB OF THE
 KV0709'NORTH SOUTH PAVED ROAD AND IS RECESSED 10 CENTIMETERS.
 KV0709
 KV0709                          STATION RECOVERY (1995)
 KV0709
 KV0709'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 KV0709'RECOVERED AS DESCRIBED.
 KV0709
 KV0709                          STATION RECOVERY (1995)
 KV0709
 KV0709'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 KV0709'THE BENCH MARK IS SET IN A CONCRETE MONUMENT ALONG THE WEST SIDE OF
 KV0709'CRISPIN ROAD NEAR THE USCG HEADQUARTERS BUILDING, 24.0 M (78.7 FT) ENE
 KV0709'OF THE NE CORNER OF THE BUILDING, 6.4 M (21.0 FT) WEST OF THE
 KV0709'CENTERLINE OF CRISPIN ROAD, 6.0 M (19.7 FT) NORTH OF A FIRE HYDRANT,
 KV0709'5.5 M (18.0 FT) SOUTH OF THE SE CORNER OF THE PARKING LOT, 0.8 M (2.6
 KV0709'FT) SE OF A WITNESS POST, AND 0.2 M (0.7 FT) BELOW GRADE.
 KV0709
 KV0709                          STATION RECOVERY (1995)
 KV0709
 KV0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 KV0709'THE STATION IS LOCATED ON THE COAST GUARD STATION ON SANDY HOOK WHICH
 KV0709'IS WITHIN OLD FORT HANCOCK (NOW A NATIONAL PARK) .  TO REACH THE
 KV0709'STATION FROM THE MAIN GATE OF THE COAST GUARD STATION PROCEED WEST ON
 KV0709'CANFIELD RD FOR 01.0 MI (1.6 KM) TO THE INTERSECTION WITH HARTSHORE
 KV0709'DRIVE.  TURN RIGHT ON HARTSHORE DR.  AND PROCEED NORTH FOR 0.05 MI
 KV0709'(0.08 KM) TO THE STATION ON THE LEFT BETWEEN SOME PINE TREES AND THE
 KV0709'SE EDGE OF THE PARKING LOT.  THE STATION IS LOCATED 227 FT (69.2 M)
 KV0709'NORTH OF THE CENTER OF CANFIELD RD., 79 FT (24.1 M) EAST OF THE NE
 KV0709'CORNER OF THE COAST GUARD HEADQUARTERS BUILDING, 9 FT (2.7 M) WEST OF
 KV0709'THE CERB OF HARTSHORE DRIVE AND APPROXIMATELY INLINE WITH THE MAIN
 KV0709'ENTRANCE OF THE HEADQUARTERS BUILDING, AND 2.5 FT (0.8 M) SE OF A
 KV0709'WITNESS POST.
 KV0709
 KV0709                          STATION RECOVERY (1995)
 KV0709
 KV0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 KV0709'THE STATION IS LOCATED ON THE COAST GUARD STATION ON SANDY HOOK WHICH
 KV0709'IS WITHIN OLD FORT HANCOCK (NOW A NATIONAL PARK) .  TO REACH THE
 KV0709'STATION FROM THE MAIN GATE OF THE COAST GUARD STATION PROCEED WEST ON
 KV0709'CANFIELD RD FOR 01.0 MI (1.6 KM) TO THE INTERSECTION WITH HARTSHORE
 KV0709'DRIVE.  TURN RIGHT ON HARTSHORE DR.  AND PROCEED NORTH FOR 0.05 MI
 KV0709'(0.08 KM) TO THE STATION ON THE LEFT BETWEEN SOME PINE TREES AND THE
 KV0709'SE EDGE OF THE PARKING LOT.  THE STATION IS LOCATED 227 FT (69.2 M)
 KV0709'NORTH OF THE CENTER OF CANFIELD RD., 79 FT (24.1 M) EAST OF THE NE
 KV0709'CORNER OF THE COAST GUARD HEADQUARTERS BUILDING, 9 FT (2.7 M) WEST OF
 KV0709'THE CERB OF HARTSHORE DRIVE AND APPROXIMATELY INLINE WITH THE MAIN
 KV0709'ENTRANCE OF THE HEADQUARTERS BUILDING, AND 2.5 FT (0.8 M) SE OF A
 KV0709'WITNESS POST.
 KV0709
 KV0709                          STATION RECOVERY (2003)
 KV0709
 KV0709'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 KV0709'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0707 ***********************************************************************
 KV0707  CBN         -  This is a Cooperative Base Network Control Station.
 KV0707  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0707  DESIGNATION -  SIMPSON 2 RM 3
 KV0707  PID         -  KV0707
 KV0707  STATE/COUNTY-  NJ/MONMOUTH
 KV0707  USGS QUAD   -  SANDY HOOK (1981)
 KV0707
 KV0707                         *CURRENT SURVEY CONTROL
 KV0707  ___________________________________________________________________
 KV0707* NAD 83(1996)-  40 28 06.06570(N)    074 00 28.94203(W)     ADJUSTED  
 KV0707* NAVD 88     -         2.087  (meters)       6.85   (feet)  ADJUSTED  
 KV0707  ___________________________________________________________________
 KV0707  X           -   1,338,692.336 (meters)                     COMP
 KV0707  Y           -  -4,671,048.539 (meters)                     COMP
 KV0707  Z           -   4,117,667.256 (meters)                     COMP
 KV0707  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 KV0707  ELLIP HEIGHT-         -30.29  (meters)          (09/24/01) GPS OBS
 KV0707  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV0707  DYNAMIC HT  -           2.086 (meters)       6.84  (feet)  COMP
 KV0707  MODELED GRAV-     980,204.8   (mgal)                       NAVD 88
 KV0707
 KV0707  HORZ ORDER  -  B
 KV0707  VERT ORDER  -  FIRST     CLASS II
 KV0707  ELLP ORDER  -  FOURTH    CLASS I
 KV0707
 KV0707.The horizontal coordinates were established by GPS observations
 KV0707.and adjusted by the National Geodetic Survey in July 1997..
 KV0707
 KV0707.The orthometric height was determined by differential leveling
 KV0707.and adjusted by the National Geodetic Survey in September 1996..
 KV0707.WARNING-GPS observations at this control monument resulted in a GPS
 KV0707.derived orthometric height which differed from the leveled height by
 KV0707.more than one decimeter (0.1 meter).
 KV0707
 KV0707.This Tidal Bench Mark is designated as VM 321
 KV0707.by the Center for Operational Oceanographic Products and Services.
 KV0707
 KV0707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0707
 KV0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0707
 KV0707.The ellipsoidal height was determined by GPS observations
 KV0707.and is referenced to NAD 83.
 KV0707
 KV0707.The geoid height was determined by GEOID03.
 KV0707
 KV0707.The dynamic height is computed by dividing the NAVD 88
 KV0707.geopotential number by the normal gravity value computed on the
 KV0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0707.degrees latitude (g = 980.6199 gals.).
 KV0707
 KV0707.The modeled gravity was interpolated from observed gravity values.
 KV0707
 KV0707;                    North         East     Units Scale Factor Converg.
 KV0707;SPC NJ       -   181,630.807   191,717.896   MT  0.99992142   +0 19 09.5
 KV0707;SPC NJ       -   595,900.41    628,994.46   sFT  0.99992142   +0 19 09.5
 KV0707;UTM  18      - 4,480,214.257   584,092.800   MT  0.99968705   +0 38 37.9
 KV0707
 KV0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0707!SPC NJ       -   1.00000475  x   0.99992142  =   0.99992617
 KV0707!UTM  18      -   1.00000475  x   0.99968705  =   0.99969180
 KV0707
 KV0707:                Primary Azimuth Mark                     Grid Az
 KV0707:SPC NJ       -  HANCOCK                                  313 23 35.7
 KV0707:UTM  18      -  HANCOCK                                  313 04 07.3
 KV0707
 KV0707|---------------------------------------------------------------------|
 KV0707| PID    Reference Object                     Distance      Geod. Az  |
 KV0707|                                                           dddmmss.s |
 KV0707| KV0702 HANCOCK                             430.046 METERS 3134245.2 |
 KV0707|---------------------------------------------------------------------|
 KV0707
 KV0707                          SUPERSEDED SURVEY CONTROL
 KV0707
 KV0707  ELLIP H (07/24/97)  -30.32   (m)                       GP(       ) 2 1
 KV0707  NAD 83(1992)-  40 28 06.06493(N)    074 00 28.94159(W) AD(       ) B
 KV0707  ELLIP H (04/16/93)  -30.40   (m)                       GP(       ) 3 1
 KV0707  NAD 83(1986)-  40 28 06.06426(N)    074 00 28.94098(W) AD(       ) 2
 KV0707  NAD 83(1986)-  40 28 06.06403(N)    074 00 28.93987(W) AD(       ) 1
 KV0707  NAD 27      -  40 28 05.67658(N)    074 00 30.43913(W) AD(       ) 1
 KV0707  NAVD 88 (06/15/91)    2.099  (m)            6.89   (f) UNKNOWN     1 2
 KV0707  NGVD 29 (01/10/92)    2.417  (m)            7.93   (f) ADJUSTED    1 2
 KV0707
 KV0707.Superseded values are not recommended for survey control.
 KV0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0707.See file dsdata.txt to determine how the superseded data were derived.
 KV0707
 KV0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8409380214(NAD 83)
 KV0707_MARKER: DR = REFERENCE MARK DISK
 KV0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0707_SP_SET: CONCRETE POST
 KV0707_STAMPING: SIMPSON 2 NO 3 1972
 KV0707_MARK LOGO: NONE  
 KV0707_PROJECTION: RECESSED 10 CENTIMETERS
 KV0707_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0707+STABILITY: SURFACE MOTION
 KV0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0707+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2003
 KV0707
 KV0707  HISTORY     - Date     Condition        Report By
 KV0707  HISTORY     - 1972     MONUMENTED       NGS
 KV0707  HISTORY     - 1979     GOOD             NGS
 KV0707  HISTORY     - 19870822 GOOD
 KV0707  HISTORY     - 19871108 GOOD
 KV0707  HISTORY     - 19890119 GOOD             NJGS
 KV0707  HISTORY     - 19920424 GOOD             NGS
 KV0707  HISTORY     - 19930811 GOOD             NJGS
 KV0707  HISTORY     - 19940609 GOOD             NGS
 KV0707  HISTORY     - 19940727 GOOD             NOS
 KV0707  HISTORY     - 19950418 GOOD             NJGS
 KV0707  HISTORY     - 19950919 GOOD             NOS
 KV0707  HISTORY     - 19961126 GOOD             NJGS
 KV0707  HISTORY     - 20001003 GOOD             NJGS
 KV0707  HISTORY     - 20010716 GOOD             NJGS
 KV0707  HISTORY     - 20020116 GOOD             INDIV
 KV0707  HISTORY     - 20030718 GOOD             NJGS
 KV0707
 KV0707                          STATION DESCRIPTION
 KV0707
 KV0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 KV0707'IN FORT HANCOCK.
 KV0707'TO REACH THE STATION FROM THE FORT HANCOCK HEADQUARTERS, GO
 KV0707'NORTH ON A PAVED ROAD FOR 0.5 MILE TO A T-INTERSECTION.  TURN
 KV0707'LEFT AND GO WEST ON A PAVED ROAD FOR 0.01 MILE TO A FIVE WAY
 KV0707'FORK.  TURN SHARP RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.05
 KV0707'MILE TO THE MARK ON THE RIGHT.  THE DISK IS SET IN THE TOP OF A
 KV0707'10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KV0707'SURFACE.  IT IS 44 FEET EAST OF THE CENTER OF THE ROAD AND 1.8
 KV0707'FEET WEST OF THE WITNESS POST.
 KV0707
 KV0707                          STATION RECOVERY (1979)
 KV0707
 KV0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0707'THE MARK IS ABOVE LEVEL WITH ROAD.
 KV0707'IN SANDY HOOK, AT FORT HANCOCK, AT THE U.S. COAST GUARD HEADQUARTERS
 KV0707'BUILDING, 191 FEET NORTH OF THE CENTER OF CANFIELD ROAD, 32.6 FEET
 KV0707'EAST OF THE CENTERLINE OF HARTSHORNE DRIVE, 56 FEET EAST OF A YELLOW
 KV0707'FIRE HYDRANT, 63.3 FEET SOUTHEAST OF THE STATION MARK.
 KV0707'THE MARK IS 1.0 FT  W FROM A WITNESS POST.
 KV0707
 KV0707                          STATION RECOVERY (1987)
 KV0707
 KV0707'RECOVERED 1987
 KV0707'RECOVERED IN GOOD CONDITION.
 KV0707
 KV0707                          STATION RECOVERY (1987)
 KV0707
 KV0707'RECOVERED 1987
 KV0707'RECOVERED IN GOOD CONDITION.
 KV0707
 KV0707                          STATION RECOVERY (1989)
 KV0707
 KV0707'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV0707'THE STATION LOCATED AT THE COAST GUARD STATION AT SANDY HOOK WAS
 KV0707'RECOVERED AT THIS TIME.  A TRAVERSE WAS MADE TO THE STATION FROM
 KV0707'STATION SIMPSON 2.  TO REACH THE STATION FROM THE GATE AT THE
 KV0707'ENTRANCE TO THE COAST GUARD STATION GO WEST ALOND A PAVED ROAD FOR
 KV0707'0.16 KM (0.26 MI) TO A ROAD RIGHT.  TURN RIGHT NORTH FOR 0.08 KM
 KV0707'(0.13 MI) TO THE STAION ON THE RIGHT.
 KV0707'THE STATION IS LOCATED 58.2 M (190.94 FT) NORTH FROM THE CENTER OF THE
 KV0707'FIRST PAVED ROAD, 17.07 M (56.00 FT) EAST OF A FIRE HYDRANT, 9.95 M
 KV0707'(32.64 FT) EAST OF THE CENTER OF THE SECOND PAVED ROAD, 0.30 M
 KV0707'(0.98 FT) WEST OF A WITNESS POST AND FLUSH WITH THE GROUND.
 KV0707
 KV0707                          STATION RECOVERY (1992)
 KV0707
 KV0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 KV0707'NOT VISITED BY THIS PARTY.  NJ STATE ADVISOR WILL INCORPORATE THIS
 KV0707'STATION INTO PROJECT.  A COPY OF THE 1989 RECOVERY NOTE FOLLOWS.
 KV0707'STATION IS LOCATED AT THE COAST GUARD STATION AT SANDY HOOK.  A
 KV0707'TRAVERSE WAS MADE TO THE STATION FROM STATION SIMPSON 2.
 KV0707'OWNERSHIP--UNITED STATES COAST GUARD.
 KV0707'TO REACH THE STATION FROM THE GATE AT THE ENTRANCE TO THE COAST GUARD
 KV0707'STATION GO WEST ALONG PAVED ROAD FOR 0.16 KM (0.10 MI) TO A ROAD
 KV0707'RIGHT.TURN RIGHT NORTH FOR 0.08 KM (0.05 MI) TO THE STATION ON THE
 KV0707'RIGHT.
 KV0707'THE STATION IS LOCATED 58.2 M (190.9 FT) NORTH FROM THE CENTER OF THE
 KV0707'FIRST PAVED ROAD, 17.07 M (56.00 FT) EAST OF A FIRE HYDRANT, 9.95 M
 KV0707'(32.64 FT) EAST OF THE CENTER OF THE SECOND PAVED ROAD, 0.3 M
 KV0707'(1.0 FT) WEST OF A WITNESS POST AND FLUSH WITH THE GROUND.
 KV0707
 KV0707                          STATION RECOVERY (1993)
 KV0707
 KV0707'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV0707'RECOVERED IN GOOD CONDITION.
 KV0707
 KV0707                          STATION RECOVERY (1994)
 KV0707
 KV0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 KV0707'RECOVERED AS DESCRIBED WITH ADDITIONAL CHANGES.  TO REACH FROM
 KV0707'INTERSECTION OF 520 WEST AND 36 NORTH, PROCEED ON 36 NORTH FOR 2.1 MI
 KV0707'(3.4 KM) TO INTERSECTION OF 36 NORTH AND SANDY HOOK ROAD.  TAKE SANDY
 KV0707'HOOK ROAD NORTH FOR 2.35 MI (3.78 KM) TO NATIONAL PARK ENTRANCE. STAY
 KV0707'ON SANDY HOOK ROAD AND PROCEED NORTH (FOLLOWING SIGNS TO FORT HANCOCK)
 KV0707'FOR 3.1 MI (5.0 KM) TO COAST GUARD STATION MAIN GATE.  FOR ACCESS
 KV0707'CONTACT CHIEF WARRANT OFFICER BILL MARSHALL, ENGINEERING BUILDING 103
 KV0707'(M-R) , USCG, GROUP SANDY HOOK, SANDY HOOK, NEW JERSEY 07732-5000,
 KV0707'PHONE 908-872-3460.
 KV0707
 KV0707                          STATION RECOVERY (1994)
 KV0707
 KV0707'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JDR)
 KV0707'RECOVERED AS DESCRIBED.
 KV0707
 KV0707                          STATION RECOVERY (1995)
 KV0707
 KV0707'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 KV0707'RECOVERED AS DESCRIBED.
 KV0707
 KV0707                          STATION RECOVERY (1995)
 KV0707
 KV0707'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 KV0707'THE BENCH MARK IS SET IN A CONCRETE MONUMENT LOCATED ALONG THE EAST
 KV0707'SIDE OF CRISPIN ROAD JUST NORTH OF THE INTERSECTION WITH CANFIELD
 KV0707'ROAD, 41.5 M (136.2 FT) EAST OF THE EAST WALL OF THE USCG HEADQUARTERS
 KV0707'BUILDING, 19.4 M (63.6 FT) ESE OF BENCH MARK SIMPSON 2, 17.1 M (56.1
 KV0707'FT) ESE OF A FIRE HYDRANT, AND 3.7 M (12.1 FT) SOUTH OF THE SOUTH RAIL
 KV0707'OF THE TRAIN TRACK.
 KV0707
 KV0707                          STATION RECOVERY (1996)
 KV0707
 KV0707'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV0707'RECOVERED AS DESCRIBED.
 KV0707
 KV0707                          STATION RECOVERY (2000)
 KV0707
 KV0707'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (FAC)
 KV0707'RECOVERED AS DESCRIBED WITH THE FOLLOWING UPDATE.
 KV0707' 
 KV0707'A NEW ONE STORY BRICK BUILDING WITH ATTACHED GARAGES FOR THE
 KV0707'COAST GUARD ENGINEERING FACILITY HAS BEEN CONSTRUCTED
 KV0707'SOUTHEAST OF THE STATION SINCE THE LAST RECOVERY.  THE STATION IS
 KV0707'NOW IN A LANDSCAPED GRASS AREA BETWEEN THE ENTRANCE LEADING TO
 KV0707'THE BUILDING AND AN ENTRANCE ROAD LEADING TO A PARKING LOT FOR
 KV0707'THE FACILITY.
 KV0707' 
 KV0707'THE STATION IS 25.45 M NORTHWEST OF THE NORTHWEST CORNER OF THE
 KV0707'BUILDING, 9.8 M NORTH OF THE CENTERLINE OF THE DRIVEWAY FOR THE
 KV0707'BUILDING, 13.0 M SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 19.6 M
 KV0707'EAST SOUTHEAST OF STATION SIMPSON 2, 17.1 M EAST OF A FIRE HYDRANT,
 KV0707'40.7 M NORTHWEST OF THE CENTER OF THE DOUBLE DOORS TO THE
 KV0707'ENTRANCE OF THE BUILDING, 9.6 M EAST OF THE CENTERLINE OF CRISPIN
 KV0707'ROAD.
 KV0707' 
 KV0707'THE STATION IS SURROUNDED BY FOUR T-SHAPED PROTECTIVE PIPES.
 KV0707'
 KV0707
 KV0707                          STATION RECOVERY (2001)
 KV0707
 KV0707'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (FC)
 KV0707'RECOVERED AS DESCRIBED.
 KV0707'
 KV0707
 KV0707                          STATION RECOVERY (2002)
 KV0707
 KV0707'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (AHS)
 KV0707'TWO NEW CONTACTS FOR ACCESS.
 KV0707'CHIEF PETTY OFFICER LEE (732) 872-3461
 KV0707'CHIEF WARRANT OFFICER DUNN (732) 872-3460      CELL (732) 496-3567
 KV0707'CALL AT LEAST 24 HOURS BEFORE SEEKING ACCESS
 KV0707
 KV0707                          STATION RECOVERY (2003)
 KV0707
 KV0707'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 KV0707'RECOVERED IN GOOD CONDITION.  NOTE--THE T PIPES HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0706 ***********************************************************************
 KV0706  DESIGNATION -  SIMPSON RM 1
 KV0706  PID         -  KV0706
 KV0706  STATE/COUNTY-  NJ/MONMOUTH
 KV0706  USGS QUAD   -  SANDY HOOK (1981)
 KV0706
 KV0706                         *CURRENT SURVEY CONTROL
 KV0706  ___________________________________________________________________
 KV0706* NAD 83(1986)-  40 28 05.     (N)    074 00 31.     (W)     SCALED    
 KV0706* NAVD 88     -         2.099  (meters)       6.89   (feet)  POSTED    
 KV0706  ___________________________________________________________________
 KV0706  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV0706  DYNAMIC HT  -           2.100 (meters)       6.89  (feet)  COMP
 KV0706  MODELED GRAV-     980,204.9   (mgal)                       NAVD 88
 KV0706
 KV0706  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 KV0706
 KV0706.The horizontal coordinates were scaled from a topographic map and have
 KV0706.an estimated accuracy of +/- 6 seconds.
 KV0706
 KV0706.The orthometric height was determined by differential leveling
 KV0706.and adjusted by the National Geodetic Survey in 1992..
 KV0706.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 KV0706.rate greater than 8.0 mm/km.
 KV0706
 KV0706.The geoid height was determined by GEOID03.
 KV0706
 KV0706.The dynamic height is computed by dividing the NAVD 88
 KV0706.geopotential number by the normal gravity value computed on the
 KV0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0706.degrees latitude (g = 980.6199 gals.).
 KV0706
 KV0706.The modeled gravity was interpolated from observed gravity values.
 KV0706
 KV0706;                    North         East    Units  Estimated Accuracy
 KV0706;SPC NJ       -   181,600.      191,670.      MT  (+/- 180 meters Scaled)
 KV0706
 KV0706                          SUPERSEDED SURVEY CONTROL
 KV0706
 KV0706  NGVD 29 (04/16/92)    2.401  (m)            7.88   (f) ADJUSTED    1 2
 KV0706
 KV0706.Superseded values are not recommended for survey control.
 KV0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0706.See file dsdata.txt to determine how the superseded data were derived.
 KV0706
 KV0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK840801(NAD 83)
 KV0706_MARKER: DR = REFERENCE MARK DISK
 KV0706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0706_SP_SET: FENCE POST BASE
 KV0706_STAMPING: SIMPSON NO 1 1940
 KV0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0706
 KV0706  HISTORY     - Date     Condition        Report By
 KV0706  HISTORY     - 1940     MONUMENTED       CGS
 KV0706  HISTORY     - 1952     GOOD             CGS
 KV0706  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0706  HISTORY     - 19920725 MARK NOT FOUND   USPSQD
 KV0706
 KV0706                          STATION DESCRIPTION
 KV0706
 KV0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0706'AT FORT HANCOCK.
 KV0706'AT FORT HANCOCK, ON SANDY HOOK, ABOUT 0.1 MILE WEST ALONG
 KV0706'CANFIELD ROAD FROM THE SCHOOL, ABOUT 80 YARDS NORTH OF JUNCTION
 KV0706'OF CANFIELD ROAD AND HARTSHORE DRIVE, 83 FEET EAST OF STATION
 KV0706'MARK, IN THE TOP OF THE CONCRETE BASE OF A CORNER FENCE POST
 KV0706'OF A STEEL WOVEN FENCE, ON INSIDE OF FENCE CORNER AND ABOUT
 KV0706'LEVEL WITH GROUND.
 KV0706
 KV0706                          STATION RECOVERY (1964)
 KV0706
 KV0706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0706'MARK NOT FOUND.
 KV0706
 KV0706                          STATION RECOVERY (1992)
 KV0706
 KV0706'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4717 ***********************************************************************
 KV4717  DESIGNATION -  SINGER RESET
 KV4717  PID         -  KV4717
 KV4717  STATE/COUNTY-  NJ/UNION
 KV4717  USGS QUAD   -  ELIZABETH (1995)
 KV4717
 KV4717                         *CURRENT SURVEY CONTROL
 KV4717  ___________________________________________________________________
 KV4717* NAD 83(1996)-  40 39 13.50893(N)    074 10 06.31847(W)     ADJUSTED  
 KV4717* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4717  ___________________________________________________________________
 KV4717  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 KV4717  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KV4717
 KV4717  HORZ ORDER  -  THIRD
 KV4717
 KV4717.The horizontal coordinates were established by classical geodetic methods
 KV4717.and adjusted by the National Geodetic Survey in September 1999..
 KV4717
 KV4717.The orthometric height was scaled from a topographic map.
 KV4717
 KV4717.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4717
 KV4717.The geoid height was determined by GEOID03.
 KV4717
 KV4717;                    North         East     Units Scale Factor Converg.
 KV4717;SPC NJ       -   202,153.287   178,040.092   MT  0.99990967   +0 12 57.7
 KV4717;SPC NJ       -   663,231.24    584,119.87   sFT  0.99990967   +0 12 57.7
 KV4717;SPC NY L     -    54,102.403   285,755.905   MT  1.00000074   -0 06 36.6
 KV4717;SPC NY L     -   177,500.97    937,517.50   sFT  1.00000074   -0 06 36.6
 KV4717;UTM  18      - 4,500,653.844   570,302.084   MT  0.99966083   +0 32 30.4
 KV4717
 KV4717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4717!SPC NJ       -   1.00000465  x   0.99990967  =   0.99991432
 KV4717!SPC NY L     -   1.00000465  x   1.00000074  =   1.00000539
 KV4717!UTM  18      -   1.00000465  x   0.99966083  =   0.99966548
 KV4717
 KV4717|---------------------------------------------------------------------|
 KV4717| PID    Reference Object                     Distance      Geod. Az  |
 KV4717|                                                           dddmmss.s |
 KV4717| CB6385 SINGER RM 3                          10.965 METERS 01713     |
 KV4717| KV4728 HARBOR LINE 1913 RM 26              207.274 METERS 04642     |
 KV4717| KV4672 BAYONNE ST MARYS CATH CH SPIRE      APPROX. 3.6 KM 0814101.5 |
 KV4717| KV4720 NUCOA BUTTER CO STACK               APPROX. 2.4 KM 0941200.5 |
 KV4717| KV4716 NEWARK BAY PALE CHIMNEY             APPROX. 2.4 KM 0961227.6 |
 KV4717| KV4245 BAYONNE BABCOCK WILCOX W TANK       APPROX. 3.9 KM 0980638.8 |
 KV4717| KV4247 BAYONNE BABCOCK WILCOX E TANK       APPROX. 4.0 KM 0981941.2 |
 KV4717| KV4248 BAYONNE BABCOCK WILCOX CHIM 1       APPROX. 4.0 KM 0985212.6 |
 KV4717| KV4421 LIVINGSTON ASSOC G E E CHIM         APPROX. 5.1 KM 1003412.8 |
 KV4717| KV4420 LIVINGSTON ASSOC G E W CHIM         APPROX. 5.1 KM 1004048.9 |
 KV4717| KV4419 LIVINGSTON ASSOC G E STKY CHIM      APPROX. 5.1 KM 1004719.9 |
 KV4717| KV4710 BERGEN POINT TEXAS OIL CHIMNEY      APPROX. 2.1 KM 1073251.3 |
 KV4717| KV4662 BAYONNE GENERAL CABLE CHIMNEY       APPROX. 2.4 KM 1111053.3 |
 KV4717| KV4664 BAYONNE GENERAL CABLE TANK          APPROX. 2.4 KM 1125845.5 |
 KV4717| KV4413 PORT RICHMOND NYC DEPT SAN CHY      APPROX. 4.1 KM 1141350.2 |
 KV4717| KV4798 PORT RICHMOND ST MARY CATH CH       APPROX. 3.1 KM 1200640.2 |
 KV4717| KV4814 WEST BRIGHTON SCHOOLHOUSE 20        APPROX. 3.6 KM 1212909.6 |
 KV4717| KV4665 BERGEN PT LH 1903                   APPROX. 2.1 KM 1245034.5 |
 KV4717| KV4813 W NEW BRIGHTON STAPLE SERV TK       APPROX. 4.4 KM 1275349.7 |
 KV4717| KV4799 PORT RICHMOND STD VARN WKS STK      APPROX. 2.5 KM 1355545.0 |
 KV4717| KV4812 SHOOTERS ISLAND CHIMNEY             APPROX. 1.4 KM 1523421.2 |
 KV4717| CB5735 BURLEE 3                                           1632138.7 |
 KV4717| CB6382 SINGER RM 1 RESET                    15.635 METERS 22950     |
 KV4717| CB6386 SINGER RM 4                          15.657 METERS 23034     |
 KV4717| CB6383 SINGER RM 2                          29.124 METERS 23125     |
 KV4717| CB6384 SINGER RM 2 RESET                    15.289 METERS 29339     |
 KV4717| CB6381 SINGER RM 1                          20.909 METERS 33116     |
 KV4717|---------------------------------------------------------------------|
 KV4717
 KV4717                          SUPERSEDED SURVEY CONTROL
 KV4717
 KV4717  NAD 83(1996)-  40 39 13.50890(N)    074 10 06.31845(W) AD(       ) 3
 KV4717  NAD 83(1986)-  40 39 13.50730(N)    074 10 06.31765(W) AD(       ) 3
 KV4717  NAD 27      -  40 39 13.13200(N)    074 10 07.79600(W) AD(       ) 3
 KV4717
 KV4717.Superseded values are not recommended for survey control.
 KV4717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4717.See file dsdata.txt to determine how the superseded data were derived.
 KV4717
 KV4717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7030200654(NAD 83)
 KV4717_MARKER: DS = TRIANGULATION STATION DISK
 KV4717_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4717_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4717
 KV4717  HISTORY     - Date     Condition        Report By
 KV4717  HISTORY     - 1913     MONUMENTED       CGS
 KV4717  HISTORY     - 1931     GOOD             CGS
 KV4717  HISTORY     - 1933     GOOD             CGS
 KV4717  HISTORY     - 1951     SEE DESCRIPTION  CGS
 KV4717  HISTORY     - 20010315 MARK NOT FOUND   PORANY
 KV4717
 KV4717                          STATION DESCRIPTION
 KV4717
 KV4717'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4717'STATION IS ON THE PROPERTY OF THE SINGER MACHINE MANUFACTURING
 KV4717'COMPANY, AT ELIZABETHPORT.  THE STATION IS 32 METERS NE OF THE
 KV4717'FENCE SEPARATING THE UTILIZED AREA FROM THE OPEN SPACE TO THE N AND
 KV4717'IS ABOUT 6 METERS FROM THE HIGH-WATER LINE OF NEWARK BAY.  A
 KV4717'RAILROAD TRACK, FOR THE CONVEYANCE OF WASTE MATERIAL TO THE
 KV4717'DUMPING GROUND, PASSES THROUGH THE GATEWAY OF THE FENCE AND
 KV4717'PASSES 5 METERS TO THE WESTWARD OF THE STATION.  A STANDARD
 KV4717'BRASS DISK, SET IN THE TOP OF A 4-INCH TERRA-COTTA TILE PIPE
 KV4717'FILLED WITH CONCRETE AND SUNK TO THE LEVEL OF THE GROUND,
 KV4717'MARKS THE STATION.  THE NECK OF A BURIED BOTTLE, DIRECTLY UNDER
 KV4717'THE CENTER, SERVES AS A SUBSURFACE MARK.  TWO REFERENCE MARKS,
 KV4717'EACH A PIECE OF 3-INCH TERRA-COTTA PIPE FILLED WITH CONCRETE AND
 KV4717'PROJECTING ABOUT AN INCH, ARE PLACED RESPECTIVELY 68.61
 KV4717'FEET NNW AND 95.55 FEET SW BY W FROM THE STATION.  EACH
 KV4717'HAS A COPPER NAIL SET IN THE CONCRETE.
 KV4717
 KV4717                          STATION RECOVERY (1931)
 KV4717
 KV4717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4717'STATION RECOVERED IN GOOD CONDITION, FROM THE ORIGINAL
 KV4717'DESCRIPTION.  THE ORIGINAL REFERENCE MONUMENTS, PROBABLY COVERED
 KV4717'BY DREDGE-FILL, WERE NOT FOUND.
 KV4717'
 KV4717'A COMPLETE DESCRIPTION FOLLOWS--
 KV4717'
 KV4717'THIS STATION IS ON THE W SHORE OF NEWARK BAY, S OF THE CENTRAL
 KV4717'RAILROAD OF NEW JERSEY RAILROAD BRIDGE AND ON CENTRAL RAILROAD
 KV4717'OF NEW JERSEY PROPERTY.  IT IS LOCATED ON HIGH GROUND 6 METERS
 KV4717'INSHORE FROM THE EDGE OF THE PLATEAU, 103 METERS NORTHERLY OF
 KV4717'THE SINGER SEWING MACHINE MANUFACTURING COMPANYS N FENCE, AND 39
 KV4717'METERS NORTHERLY FROM JUNCTURE OF THIS FENCE AND THE SEAWALL.
 KV4717'
 KV4717'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK (NO
 KV4717'NAME) SET IN THE TOP OF A 4-INCH CONCRETE FILLED TILE.
 KV4717'
 KV4717'THREE STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE SET IN
 KV4717'THE TOP OF 12-INCH TILES.  NO ADDITIONAL REFERENCE MEASUREMENTS
 KV4717'WERE TAKEN.
 KV4717'
 KV4717'THERE IS EXCELLENT FOOTING FOR CENTRAL TRIPOD SET-UP.  AN
 KV4717'OBSERVERS PLATFORM IS NOT NECESSARY.
 KV4717
 KV4717                          STATION RECOVERY (1933)
 KV4717
 KV4717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4717'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1931
 KV4717'RECOVERY NOTE WITH THE FOLLOWING ADDITION AND EXCEPTION--
 KV4717'
 KV4717'THE STATION DISK IS NOW STAMPED SINGER AND IS 31 METERS FROM THE
 KV4717'N EDGE OF THE SINGER COMPANYS N FENCE.
 KV4717
 KV4717                          STATION RECOVERY (1951)
 KV4717
 KV4717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (FGJ)
 KV4717'STATION WAS RECOVERED AS DESCRIBED FROM THE ORIGINAL DESCRIPTION
 KV4717'AND THE 1931 DESCRIPTION OF R.W. WOODWORTH.  THE STATION MARK DISK
 KV4717'HAD BEEN WASHED OUT BY HIGH TIDES AND WINDS DURING THE STORM OF
 KV4717'25 NOVEMBER 1950.  R.M. 1 WAS ALSO DESTROYED DURING THE SAME
 KV4717'STORM.  A NEW STATION MARK WAS RESET IN THE EXACT ORIGINAL
 KV4717'POSITION AND A NEW REFERENCE MARK 4 WAS ESTABLISHED.
 KV4717'
 KV4717'THIS STATION IS ON THE W SHORE OF NEWARK BAY, S OF THE CENTRAL
 KV4717'RAILROAD OF NEW JERSEY RAILROAD BRIDGE AND ON CENTRAL RAILROAD
 KV4717'OF NEW JERSEY PROPERTY.  IT IS LOCATED ON HIGH GROUND, 6 METERS
 KV4717'INSHORE FROM THE EDGE OF THE PLATEAU, 103 METERS N OF THE SINGER
 KV4717'SEWING MACHINE MANUFACTURING COMPANYS N FENCE, AND 39 METERS N
 KV4717'FROM THE JUNCTION OF THIS FENCE AND THE SEA WALL.  IT IS MARKED
 KV4717'BY A STANDARD DISK SET IN A 4-INCH CONCRETE-FILLED TILE AND
 KV4717'SURROUNDED BY A 12- BY 12- BY 8-INCH CONCRETE BLOCK.  THE MARK
 KV4717'IS FLUSH WITH THE SURFACE AND IS STAMPED SINGER 1913 1951.
 KV4717'
 KV4717'R.M.S 2, 3, AND 4 ARE STANDARD DISKS SET IN THE TOP OF 12-INCH
 KV4717'CONCRETE-FILLED TILES.
 KV4717'
 KV4717'R.M. 2 IS FLUSH WITH THE SURFACE AND IS STAMPED R.M. 2.
 KV4717'
 KV4717'R.M. 3 PROJECTS 10 INCHES ABOVE THE SURFACE AND IS STAMPED
 KV4717'R.M. 3.
 KV4717'
 KV4717'R.M. 4 IS FLUSH WITH THE SURFACE AND IS STAMPED R.M. 4 1951.
 KV4717'
 KV4717'THE SUB-SURFACE MARK MENTIONED BY S.F. 1913 WAS NOT UNCOVERED
 KV4717'OR DISTURBED.
 KV4717'
 KV4717'THE STATION IS REACHED FROM THE MAIN OFFICE OF THE SINGER
 KV4717'MANUFACTURING COMPANY AT THE N END OF FIRST STREET IN
 KV4717'ELIZABETHPORT, N.J. WHERE PERMISSION MUST BE ACQUIRED BEFORE
 KV4717'ENTERING ON THE PROPERTY.  THE PLANT ENGINEER WILL FURNISH A
 KV4717'GUIDE AND A GUARD.
 KV4717
 KV4717                          STATION RECOVERY (2001)
 KV4717
 KV4717'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV4717'SHORELINE IN AREA REBUILT WITH RIP-RAP.  ORIGINAL TIES AND RM'S LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0719 ***********************************************************************
 KV0719  DESIGNATION -  SINK
 KV0719  PID         -  KV0719
 KV0719  STATE/COUNTY-  NJ/MONMOUTH
 KV0719  USGS QUAD   -  SANDY HOOK (1981)
 KV0719
 KV0719                         *CURRENT SURVEY CONTROL
 KV0719  ___________________________________________________________________
 KV0719* NAD 83(1986)-  40 24 46.     (N)    074 00 58.     (W)     SCALED    
 KV0719* NAVD 88     -         2.387  (meters)       7.83   (feet)  ADJUSTED  
 KV0719  ___________________________________________________________________
 KV0719  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KV0719  DYNAMIC HT  -           2.386 (meters)       7.83  (feet)  COMP
 KV0719  MODELED GRAV-     980,197.5   (mgal)                       NAVD 88
 KV0719
 KV0719  VERT ORDER  -  FIRST     CLASS II
 KV0719
 KV0719.The horizontal coordinates were scaled from a topographic map and have
 KV0719.an estimated accuracy of +/- 6 seconds.
 KV0719
 KV0719.The orthometric height was determined by differential leveling
 KV0719.and adjusted by the National Geodetic Survey in June 1991..
 KV0719
 KV0719.The geoid height was determined by GEOID03.
 KV0719
 KV0719.The dynamic height is computed by dividing the NAVD 88
 KV0719.geopotential number by the normal gravity value computed on the
 KV0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0719.degrees latitude (g = 980.6199 gals.).
 KV0719
 KV0719.The modeled gravity was interpolated from observed gravity values.
 KV0719
 KV0719;                    North         East    Units  Estimated Accuracy
 KV0719;SPC NJ       -   175,460.      191,070.      MT  (+/- 180 meters Scaled)
 KV0719
 KV0719                          SUPERSEDED SURVEY CONTROL
 KV0719
 KV0719  NGVD 29 (04/16/92)    2.710  (m)            8.89   (f) ADJUSTED    1 2
 KV0719
 KV0719.Superseded values are not recommended for survey control.
 KV0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0719.See file dsdata.txt to determine how the superseded data were derived.
 KV0719
 KV0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK834740(NAD 83)
 KV0719_MARKER: DR = REFERENCE MARK DISK
 KV0719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0719_SP_SET: SIGNAL BLOCK BASE
 KV0719_STAMPING: SINK 1926
 KV0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0719
 KV0719  HISTORY     - Date     Condition        Report By
 KV0719  HISTORY     - 1926     MONUMENTED       CGS
 KV0719  HISTORY     - 1952     GOOD             CGS
 KV0719  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0719
 KV0719                          STATION DESCRIPTION
 KV0719
 KV0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0719'1.2 MI NW FROM WATER WITCH.
 KV0719'1.2 MILES NORTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 KV0719'FROM THE STATION AT WATER WITCH, AT HILTONS FLAG STATION, IN
 KV0719'THE TOP OF NORTHWEST CORNER OF CONCRETE BASE OF AN ABANDONED
 KV0719'SIGNAL BLOCK, 319 FEET EAST OF NORTHEAST CORNER OF FLAG
 KV0719'STATION, 6.3 FEET SOUTH OF SOUTH RAIL, 102 FEET NORTHWEST OF A
 KV0719'TELEPHONE POLE, ABOUT 160 YARDS WEST OF A PRIVATE PIER
 KV0719'EXTENDING INTO SANDY HOOK BAY, ABOUT LEVEL WITH TRACK.
 KV0719'NOTE-- MARK IS ABOUT 1.3 MILE SOUTHEAST OF STATION AT
 KV0719'ATLANTIC HIGHLANDS.  THIS MARK IS A REFERENCE MARK; IT CARRIES NO
 KV0719'NUMERICAL DESIGNATION.
 KV0719
 KV0719                          STATION RECOVERY (1964)
 KV0719
 KV0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4967 ***********************************************************************
 KV4967  DESIGNATION -  SINK
 KV4967  PID         -  KV4967
 KV4967  STATE/COUNTY-  NJ/MONMOUTH
 KV4967  USGS QUAD   -  SANDY HOOK (1981)
 KV4967
 KV4967                         *CURRENT SURVEY CONTROL
 KV4967  ___________________________________________________________________
 KV4967* NAD 83(1996)-  40 24 47.33833(N)    074 00 59.41107(W)     ADJUSTED  
 KV4967* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 KV4967  ___________________________________________________________________
 KV4967  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 KV4967  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KV4967
 KV4967  HORZ ORDER  -  SECOND
 KV4967
 KV4967.The horizontal coordinates were established by classical geodetic methods
 KV4967.and adjusted by the National Geodetic Survey in September 1999..
 KV4967
 KV4967.The orthometric height was scaled from a topographic map.
 KV4967
 KV4967.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4967
 KV4967.The geoid height was determined by GEOID03.
 KV4967
 KV4967;                    North         East     Units Scale Factor Converg.
 KV4967;SPC NJ       -   175,497.612   191,033.735   MT  0.99992072   +0 18 48.4
 KV4967;SPC NJ       -   575,778.42    626,749.85   sFT  0.99992072   +0 18 48.4
 KV4967;UTM  18      - 4,474,078.728   583,443.524   MT  0.99968571   +0 38 15.5
 KV4967
 KV4967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4967!SPC NJ       -   1.00000420  x   0.99992072  =   0.99992492
 KV4967!UTM  18      -   1.00000420  x   0.99968571  =   0.99968991
 KV4967
 KV4967:                Primary Azimuth Mark                     Grid Az
 KV4967:SPC NJ       -  SANDY HOOK WEST UNION FLAGPOLE           001 56 28.3
 KV4967:UTM  18      -  SANDY HOOK WEST UNION FLAGPOLE           001 37 01.2
 KV4967
 KV4967|---------------------------------------------------------------------|
 KV4967| PID    Reference Object                     Distance      Geod. Az  |
 KV4967|                                                           dddmmss.s |
 KV4967| KV4985 SANDY HOOK WEST UNION FLAGPOLE      APPROX. 6.4 KM 0021516.7 |
 KV4967| KV4970 SANDY HOOK WEA BUR SIGNAL MAST      APPROX. 6.4 KM 0025036.0 |
 KV4967| KV4972 SANDY HOOK CG STA CUPOLA            APPROX. 6.4 KM 0032013.1 |
 KV4967| KV4958 SANDY HOOK SOUTH BEACON             APPROX. 5.6 KM 0093320.4 |
 KV4967| KV4960 SANDY HOOK FORT HANCOCK FP          APPROX. 5.4 KM 0105247.2 |
 KV4967| KV4961 SANDY HOOK NORTH RADIO MAST         APPROX. 5.9 KM 0111128.4 |
 KV4967| KV4963 SANDY HOOK SOUTH RADIO MAST         APPROX. 5.9 KM 0121135.1 |
 KV4967| KV4984 SANDY HOOK LIGHTHOUSE FINIAL        APPROX. 5.5 KM 0124918.0 |
 KV4967| KV4936 G 2 TOWER FINIAL                    APPROX. 5.5 KM 0132002.7 |
 KV4967| KV4956 SANDY HOOK POLE MAST                APPROX. 5.5 KM 0134102.3 |
 KV4967| KU2828 SANDY HOOK SCAFFOLD                 APPROX. 3.2 KM 0405953.8 |
 KV4967| KU2809 SANDY HOOK CG STA STANDPIPE         APPROX. 3.2 KM 0600926.6 |
 KV4967| KU2810 SPERMACETI COVE CG FLAGPOLE         APPROX. 3.1 KM 0605540.4 |
 KV4967| KU2811 SPERMACETI COVE CG CUPOLA           APPROX. 3.1 KM 0611257.1 |
 KV4967| KU2815 SPERMACETI COVE LIGHT               APPROX. 2.0 KM 0655715.2 |
 KV4967| KU2816 SANDY HOOK SPERMACETI C ENT BN      APPROX. 2.1 KM 0700530.2 |
 KV4967| CB6387 SINK RM 2                            20.270 METERS 25253     |
 KV4967| KV4946 LEONARDO BANFIELD SEA SKIFF TK      APPROX. 2.8 KM 2824339.0 |
 KV4967| KV4944 CONOVER BEACON                      APPROX. 3.4 KM 2852318.6 |
 KV4967| KV5102 KEANSBURG OLD TANK                  APPROX. 9.9 KM 2905456.8 |
 KV4967| KV4942 IDEAL BEACH TANK                    APPROX. 8.7 KM 2910159.4 |
 KV4967| KV4981 SHOAL HARBOR SMITH FERTIL TANK      APPROX. 6.2 KM 2933650.6 |
 KV4967| KV4983 PIER LIGHT                          APPROX. 1.8 KM 3032642.8 |
 KV4967|---------------------------------------------------------------------|
 KV4967
 KV4967                          SUPERSEDED SURVEY CONTROL
 KV4967
 KV4967  NAD 83(1986)-  40 24 47.33860(N)    074 00 59.41054(W) AD(       ) 2
 KV4967  NAD 27      -  40 24 46.95200(N)    074 01 00.91400(W) AD(       ) 2
 KV4967
 KV4967.Superseded values are not recommended for survey control.
 KV4967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4967.See file dsdata.txt to determine how the superseded data were derived.
 KV4967
 KV4967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8344474079(NAD 83)
 KV4967_MARKER: DS = TRIANGULATION STATION DISK
 KV4967_SETTING: 0 = UNSPECIFIED SETTING
 KV4967
 KV4967  HISTORY     - Date     Condition        Report By
 KV4967  HISTORY     - 1926     MONUMENTED       CGS
 KV4967  HISTORY     - 1930     SEE DESCRIPTION  CGS
 KV4967  HISTORY     - 1932     SEE DESCRIPTION  CGS
 KV4967  HISTORY     - 1940     MARK NOT FOUND   CGS
 KV4967  HISTORY     - 1948     MARK NOT FOUND   CGS
 KV4967  HISTORY     - 1952     MARK NOT FOUND   CGS
 KV4967  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 KV4967  HISTORY     - 19920728 MARK NOT FOUND   USPSQD
 KV4967
 KV4967                          STATION DESCRIPTION
 KV4967
 KV4967'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (RFS)
 KV4967'STATION IS ON THE S SIDE OF SANDY HOOK BAY, ABOUT ONE MILE E OF
 KV4967'THE CENTRAL RAILROAD OF NEW JERSEY PIER AT ATLANTIC HIGHLANDS
 KV4967'AND ALONG THE RAILROAD TRACK ABOUT 10 METERS N OF HILTONS
 KV4967'STATION.  MARKED BY A STANDARD DISK CEMENTED IN THE OFFSHORE END
 KV4967'OF AN OLD STONE WALL, WHICH IS ABOUT 3 METERS LONG AND AT RIGHT
 KV4967'ANGLE TO THE BREAKWATER.
 KV4967'
 KV4967'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN CONCRETE,
 KV4967'IN THE TOP OF A TILE.  REFERENCE MARK NO.3
 KV4967'IS A STANDARD BRONZE DISK SET IN CONCRETE.
 KV4967'
 KV4967'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN CONCRETE BASE
 KV4967'OF A SEMAPHORE TOWER ON OPPOSITE SIDE OF TRACK AND ABOUT 110
 KV4967'METERS E OF STATION.
 KV4967'
 KV4967'REFERENCE MARK NO.2, JUST W OF RAILROAD STATION, IS SET ON
 KV4967'RANGE WITH SANDY HOOK LIGHTHOUSE AND STATION SINK.
 KV4967'
 KV4967'REFERENCE MARK NO.3 IS SET AT CREST OF FIRST SLOPE OF HILL
 KV4967'ABOUT 10 METERS S OF THE TRACK AND ABOUT 75 METERS W OF THE
 KV4967'RAILROAD STATION.
 KV4967'
 KV4967'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 KV4967
 KV4967                          STATION RECOVERY (1930)
 KV4967
 KV4967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4967'RECOVERED (IN FAIR CONDITION) IN THE ORIGINAL
 KV4967'DESCRIPTION -- WITH THE FOLLOWING EXCEPTIONS--
 KV4967'
 KV4967'THE STATION IS MARKED BY THE BRONZE SHANK OF A STANDARD DISK,
 KV4967'THE DISK PRESUMABLY HAVING BEEN COLD-CHISELED OFF BY A
 KV4967'SOUVENIR-COLLECTOR.
 KV4967'
 KV4967'REFERENCE MARK NO.3 WAS SEARCHED FOR HASTILY BUT NOT FOUND.
 KV4967'
 KV4967'AN ECCENTRIC SET-UP WAS USED BUT NOT MARKED.
 KV4967'
 KV4967'THE RAILROAD STATION (APPROXIMATELY 5 BY 10 METERS), TO WHICH
 KV4967'THE FOLLOWING AIR-PHOTO CONTROL MEASUREMENTS WERE TAKEN, IS
 KV4967'THE ONLY BUILDING IN THE VICINITY--
 KV4967'
 KV4967'SW CORNER OF STATION 21.2 METERS
 KV4967'
 KV4967'NE CORNER OF STATION 20.2 METERS
 KV4967'
 KV4967'CENTER LINE OF RAILROAD GRADE 9.2 METERS
 KV4967'
 KV4967'HIGH WATER LINE 5.  METERS
 KV4967
 KV4967                          STATION RECOVERY (1932)
 KV4967
 KV4967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (EAD)
 KV4967'THIS TRIANGULATION STATION WAS ON THE REMAINS OF A BRICK PIER
 KV4967'AT HILTON STATION ON THE CENTRAL RAILROAD OF NEW JERSEY MIDWAY
 KV4967'BETWEEN ATLANTIC HIGHLANDS AND HIGHLANDS.  THIS SECTION OF THE
 KV4967'PIER HAS BEEN WASHED AWAY.  THE REFERENCE MARK W OF THE RAILROAD
 KV4967'STATION REMAINS IN GOOD CONDITION.
 KV4967
 KV4967                          STATION RECOVERY (1940)
 KV4967
 KV4967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KV4967'REFERENCE MARKS 2 AND 3 NOT RECOVERED.  PROBABLY
 KV4967'DESTROYED.  REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.  STATION
 KV4967'MARK LOST.
 KV4967
 KV4967                          STATION RECOVERY (1948)
 KV4967
 KV4967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (SS)
 KV4967'THE MARK WAS SEARCHED FOR AND RECOVERED IN GOOD CONDITION.  IT
 KV4967'IS APPROXIMATELY 200 FT. SE OF HILTON, AND IS STAMPED SINK 1926.
 KV4967'
 KV4967'THE MARK WAS A REFERENCE MARK.  IT CARRIED NO DESIGNATION
 KV4967'(NUMERICALLY) AND WAS SET IN CONCRETE IN SOME SORT OF CONCRETE
 KV4967'PILLAR WHICH ONCE SUPPORTED SOMETHING WHICH WAS BOLTED TO THE
 KV4967'LARGE CONCRETE BLOCK.  UNDOUBTEDLY IT MUST HAVE BEEN SOMETHING
 KV4967'BELONGING TO THE RAILROAD.  THE MARK IS APPROXIMATELY 6 FT. FROM
 KV4967'THE S RAIL OF A SINGLE-TRACK RAILROAD BED OF THE CENTRAL
 KV4967'RAILROAD OF NEW JERSEY LEADING FROM ATLANTIC HIGHLANDS AND
 KV4967'TOWARDS HILTON STATION AND THENCE TOWARDS NAVESINK RIVER.  THE
 KV4967'MARK HAS BEEN OXIDIZED, BUT ITS CONDITION IS GOOD AND
 KV4967'DISCERNIBLE.
 KV4967
 KV4967                          STATION RECOVERY (1952)
 KV4967
 KV4967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CS)
 KV4967'REFERENCE MARK 1 IS IN GOOD CONDITION.  IT IS ABOUT 1.2 MI. NW
 KV4967'ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE STATION IN
 KV4967'WATER WITCH, AT HILTONS FLAG STATION, IN THE TOP OF THE NW
 KV4967'CORNER OF THE CONCRETE BASE OF AN ABANDONED SIGNAL BLOCK,
 KV4967'319 FT. E OF THE NE CORNER OF THE FLAG STATION, 6.3 FT. S OF
 KV4967'THE S RAIL, 102 FT. NW OF A TELEPHONE POLE, ABOUT 160 YD. W OF
 KV4967'A PRIVATE PIER EXTENDING INTO SANDY HOOK BAY, AND ABOUT LEVEL
 KV4967'WITH THE TRACK.
 KV4967'
 KV4967'ELEVATION--2.751 METERS (9.026 FEET).
 KV4967
 KV4967                          STATION RECOVERY (1983)
 KV4967
 KV4967'RECOVERY NOTE BY US POWER SQUADRON 1983 (PJM)
 KV4967'SINK HAS SUNK ACCORDING TO WILLIARD AND YORKKONIS, INC., WHO TRIED
 KV4967'FOR 1 DAY TO FIND ST IN JULY 1983.
 KV4967
 KV4967                          STATION RECOVERY (1992)
 KV4967
 KV4967'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV4967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6639 ***********************************************************************
 KV6639  DESIGNATION -  SKILLMAN CBL 0
 KV6639  PID         -  KV6639
 KV6639  STATE/COUNTY-  NJ/SOMERSET
 KV6639  USGS QUAD   -  ROCKY HILL (1970)
 KV6639
 KV6639                         *CURRENT SURVEY CONTROL
 KV6639  ___________________________________________________________________
 KV6639* NAD 83(1996)-  40 25 18.01530(N)    074 41 49.79883(W)     ADJUSTED  
 KV6639* NAVD 88     -        37.1    (meters)     122.     (feet)  GPS OBS   
 KV6639  ___________________________________________________________________
 KV6639  X           -   1,283,309.974 (meters)                     COMP
 KV6639  Y           -  -4,690,079.846 (meters)                     COMP
 KV6639  Z           -   4,113,744.460 (meters)                     COMP
 KV6639  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 KV6639  ELLIP HEIGHT-           3.69  (meters)          (10/23/02) GPS OBS
 KV6639  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KV6639
 KV6639  HORZ ORDER  -  FIRST
 KV6639  ELLP ORDER  -  FOURTH    CLASS I
 KV6639
 KV6639.The horizontal coordinates were established by GPS observations
 KV6639.and adjusted by the National Geodetic Survey in May 1999..
 KV6639
 KV6639.The orthometric height was determined by GPS observations and a
 KV6639.high-resolution geoid model.
 KV6639
 KV6639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6639
 KV6639.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6639
 KV6639.The ellipsoidal height was determined by GPS observations
 KV6639.and is referenced to NAD 83.
 KV6639
 KV6639.The geoid height was determined by GEOID03.
 KV6639
 KV6639;                    North         East     Units Scale Factor Converg.
 KV6639;SPC NJ       -   176,350.177   133,268.895   MT  0.99990344   -0 07 40.2
 KV6639;SPC NJ       -   578,575.54    437,233.03   sFT  0.99990344   -0 07 40.2
 KV6639;UTM  18      - 4,474,604.297   525,690.104   MT  0.99960812   +0 11 46.9
 KV6639
 KV6639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6639!SPC NJ       -   0.99999942  x   0.99990344  =   0.99990286
 KV6639!UTM  18      -   0.99999942  x   0.99960812  =   0.99960754
 KV6639
 KV6639:                Primary Azimuth Mark                     Grid Az
 KV6639:SPC NJ       -  SKILLMAN CBL 1000                        263 13 31.3
 KV6639:UTM  18      -  SKILLMAN CBL 1000                        262 54 04.2
 KV6639
 KV6639|---------------------------------------------------------------------|
 KV6639| PID    Reference Object                     Distance      Geod. Az  |
 KV6639|                                                           dddmmss.s |
 KV6639| KV6640 SKILLMAN CBL 1000                   APPROX. 1.0 KM 2630551.1 |
 KV6639|---------------------------------------------------------------------|
 KV6639
 KV6639                          SUPERSEDED SURVEY CONTROL
 KV6639
 KV6639  ELLIP H (05/14/99)    3.70   (m)                       GP(       ) 4 1
 KV6639  NAD 83(1986)-  40 25 18.01438(N)    074 41 49.80056(W) AD(       ) 1
 KV6639  NAD 83(1986)-  40 25 18.01438(N)    074 41 49.80056(W) AD(       ) 2
 KV6639  NGVD 29 (10/04/91)   37.4    (m)          123.     (f) GPS OBS        
 KV6639
 KV6639.Superseded values are not recommended for survey control.
 KV6639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6639.See file dsdata.txt to determine how the superseded data were derived.
 KV6639
 KV6639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2569074604(NAD 83)
 KV6639_MARKER: DQ = CALIBRATION BASE LINE DISK
 KV6639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6639_SP_SET: CONCRETE POST
 KV6639_STAMPING: 0 1979
 KV6639_MARK LOGO: NGS   
 KV6639_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6639+STABILITY: SURFACE MOTION
 KV6639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6639+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1993
 KV6639
 KV6639  HISTORY     - Date     Condition        Report By
 KV6639  HISTORY     - 1979     MONUMENTED       NJDT
 KV6639  HISTORY     - 19900104 GOOD             NJGS
 KV6639  HISTORY     - 19930420 GOOD             NJGS
 KV6639  HISTORY     - 19930622 GOOD             NGS
 KV6639
 KV6639                          STATION DESCRIPTION
 KV6639
 KV6639'DESCRIBED BY NJ DEPT OF TRANSP 1979
 KV6639'A TAPE CALIBRATION MONUMENT IS SET 100 FEET FROM THE 0-METER POINT.
 KV6639'THE REDUCED MARK-TO-MARK DISTANCE IS 100.01 FEET.
 KV6639' 
 KV6639'THE BASE LINE IS LOCATED ABOUT 13.2 KM (8.2 MI) SOUTHWEST OF MILLSTONE
 KV6639'6.8 KM (4.2 MI) NORTH-NORTHWEST OF PRINCETON, 6.3 KM (3.9 MI)
 KV6639'NORTHEAST OF HOPEWELL, AND 1.9 KM (1.2 MI) NORTH OF BLAWENBURG.  THE
 KV6639'BASE LINE IS LOCATED IN SKILLMAN. THE BASE LINE RUNS ALONG AND IS
 KV6639'APPROXIMATELY PARALLEL WITH THE SOUTHERN EDGE OF SKILLMAN ROAD AND THE
 KV6639'NORTHERN BOUNDARIES OF THE NEW JERSEY NEURO- PSYCHIATRIC INSTITUTE TO
 KV6639'THE EAST AND THE NEW JERSEY TRAINING SCHOOL FOR BOYS TO THE WEST.
 KV6639' 
 KV6639'THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE EAST
 KV6639'END.  IT CONSISTS OF THE 0, 150, 400, AND 1000 METER POINTS WITH A
 KV6639'100-FOOT TAPE CALIBRATION STATION LOCATED OFF LINE AND EAST OF THE
 KV6639'0-METER POINT.
 KV6639' 
 KV6639'TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAY 206 AND
 KV6639'COUNTY ROAD 518, LOCATED WEST OF ROCKY HILL, GO WESTERLY ON COUNTY
 KV6639'ROAD 518 FOR 4.7 KM (2.9 MI) TO THE INTERSECTION OF COUNTY ROAD 601 ON
 KV6639'THE RIGHT.  TURN RIGHT AND GO NORTH ON COUNTY ROAD 601 FOR 1.5 KM (0.9
 KV6639'MI) TO THE INTERSECTION OF SKILLMAN ROAD ON THE RIGHT, COUNTY ROAD 602
 KV6639'(CAMPMEETING AVENUE) ON THE LEFT, AND THE SKILLMAN POST OFFICE LOCATED
 KV6639'IN THE NORTHWEST ANGLE.  TURN RIGHT AND GO EAST ON SKILLMAN ROAD FOR
 KV6639'0.45 KM (0.28 MI) TO THE 0-METER POINT ON THE RIGHT.
 KV6639' 
 KV6639'THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 KV6639'STAMPED--0 1979--, SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE
 KV6639'POST PROJECTING 10 CM (4 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS
 KV6639'30.5 M (100.0 FT) WEST OF REFERENCE MARK NO. 1, 10.5 M (34.4 FT)
 KV6639'EAST-SOUTHEAST OF WOODEN UTILITY POLE NO. 41010S, 10.3 M (33.8 FT)
 KV6639'SOUTH OF THE CENTERLINE OF SKILLMAN ROAD, AND 0.9 M (3.0 FT) NORTH OF
 KV6639'A METAL WITNESS POST.
 KV6639' 
 KV6639'USER NOTES--CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 KV6639'ELEVATIONS ARE FOR CBL USE ONLY.  SAFETY PRECAUTIONS ARE RECOMMENDED
 KV6639'DUE TO TRAFFIC ON HIGHWAY.
 KV6639' 
 KV6639'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE
 KV6639'COUNTY OF SOMERSET AND THE NEW JERSEY GEODETIC CONTROL SURVEY AND
 KV6639'REMEASURED WITH ASSISTANCE FROM THE NEW JERSEY DEPARTMENT OF
 KV6639'TRANSPORTATION.  FOR MORE INFORMATION PLEASE CONTACT THE NJ DEPARTMENT
 KV6639'OF TRANSPORTION, GEODETIC SURVEY SECTION, CN600, 1035 PARKWAY AVENUE,
 KV6639'TRENTON, NJ 08625. TELEPHONE (609) 530-5654.
 KV6639
 KV6639                          STATION RECOVERY (1990)
 KV6639
 KV6639'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6639'THE STATION IS LOCATED IN MONTGOMERY TOWNSHIP, JUST EAST OF THE U.S.
 KV6639'POST OFFICE, IN SKILLMAN, ON THE SOUTH SIDE OF SKILLMAN ROAD.  TO
 KV6639'REACH THE STATION FROM THE JUNCTION OF GREAT ROAD, BELLE MEADE
 KV6639'BLAWENBURG ROAD, COUNTY ROADS 601, AND THE GEORGETOWN AND FRANKLIN
 KV6639'TURNPIKE, COUNTY ROAD 518, IN THE TOWN OF BLAWENBURG, GO 1.6 KM
 KV6639'(0.99 MI) NORTH ON ROUTE 601 TO THE JUNCTION WITH CAMP MEETING ROAD,
 KV6639'COUNTY ROAD 602 SKILLMAN ROAD, TURN RIGHT AND GO 0.48 KM (0.30 MI)
 KV6639'EAST TO A WITNESS POST AND THE STATION ON THE RIGHT.  IT IS 10.6 M
 KV6639'(34.78 FT) SOUTHEAST OF A UTILITY GUY POLE, 20.0 M (65.62 FT)
 KV6639'SOUTHEAST OF POLE 60834 MT BT 410, 10.5 M (34.45 FT) SOUTH OF THE
 KV6639'SKILLMAN ROAD CENTERLINE, 17.86 M (58.60 FT) SOUTHEAST OF RM 2, 30.48
 KV6639'M (100.00 FT) WEST OF RM 1 AND 0.85 M (2.79 FT) NORTH OF A WITNESS
 KV6639'POST.  THE STATION IS 0.2 M (0.66 FT) ABOVE THE GROUND AND 1.1 M
 KV6639'(3.61 FT) ABOVE THE ROAD.
 KV6639
 KV6639                          STATION RECOVERY (1993)
 KV6639
 KV6639'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6639'RECOVERED IN GOOD CONDITION.
 KV6639
 KV6639                          STATION RECOVERY (1993)
 KV6639
 KV6639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (KM)
 KV6639'MARK IS A COMPONENT OF THE SKILLMAN CALIBRATION BASE LINE.  LOCATED
 KV6639'ABOUT 13.2 KM (8.2 MI) SOUTHWEST OF MILLSTONE, 6.8 KM (4.2 MI)
 KV6639'NORTH-NORTHEAST OF PRINCETON, 6.3 KM (3.9 MI) NORTHEAST OF HOPEWELL,
 KV6639'AND 1.9 KM (1.2 MI) NORTH OF BLAWENBURG IN SKILLMAN.  MARK IS ON THE
 KV6639'SOUTH SIDE OF SKILLMAN ROAD. QUAD UNKNOWN. TO REACH FROM THE JUNCTION
 KV6639'OF U.S. HIGHWAY 206 AND COUNTY ROAD 518, LOCATED WEST OF ROCKY HILL,
 KV6639'GO WESTERLY ON COUNTY ROAD FOR 4.7 KM (2.9 MI) TO THE INTERSECTION OF
 KV6639'COUNTY ROAD 601 ON THE RIGHT.  TURN RIGHT AND GO NORTH ON COUNTY ROAD
 KV6639'601 FOR 1.5 KM (0.9 MI) TO THE INTERSECTION OF SKILLMAN ROAD ON THE
 KV6639'RIGHT, COUNTY ROAD 602 (CAMPMEETING AVENUE) ON THE LEFT, AND THE
 KV6639'SKILLMAN POST OFFICE LOCATED IN THE NORTHWEST ANGLE.  TURN RIGHT AND
 KV6639'GO EAST ON SKILLMAN ROAD FOR 0.45 KM (0.28 MI) TO THE MARK ON THE
 KV6639'RIGHT. MARK IS SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE
 KV6639'POST PROJECTING 13 CM (5 IN) ABOVE GROUND SURFACE.  ** NOTE THERE IS
 KV6639'AN UNDERGROUND MARK SET BELOW THE SURFACE MARK.  NO INFORMATION ON
 KV6639'DISK TYPE OR MAGNETIC MATERIAL WAS AVAILABLE AT TIME OF RECOVERY **.
 KV6639'IT IS 30.5 M (100.1 FT) WEST OF REFERENCE MARK NO. 1, 10.5 M (34.4 FT)
 KV6639'EAST-SOUTHEAST OF WOODEN UTILITY POLE NO. 41010S, 10.3 M (33.8 FT)
 KV6639'SOUTH OF THE CENTERLINE OF SKILLMAN ROAD, AND 0.9 M (3.0 FT) NORTH OF
 KV6639'A METAL WITNESS POST. FOR MORE INFORMATION CONTACT MR. BERNARD
 KV6639'PUTZIGER, NJ DEPARTMENT OF TRANSPORTATION, GEODETIC SURVEY SECTION,
 KV6639'CN600, 1035 PARKWAY AVENUE, TRENTON, NJ 08625. DESCRIBED BY KIRK
 KV6639'MCCAULEY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6640 ***********************************************************************
 KV6640  DESIGNATION -  SKILLMAN CBL 1000
 KV6640  PID         -  KV6640
 KV6640  STATE/COUNTY-  NJ/SOMERSET
 KV6640  USGS QUAD   -  ROCKY HILL (1970)
 KV6640
 KV6640                         *CURRENT SURVEY CONTROL
 KV6640  ___________________________________________________________________
 KV6640* NAD 83(1996)-  40 25 14.11701(N)    074 42 31.90971(W)     ADJUSTED  
 KV6640* NAVD 88     -        41.8    (meters)     137.     (feet)  GPS OBS   
 KV6640  ___________________________________________________________________
 KV6640  X           -   1,282,373.911 (meters)                     COMP
 KV6640  Y           -  -4,690,420.340 (meters)                     COMP
 KV6640  Z           -   4,113,655.908 (meters)                     COMP
 KV6640  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 KV6640  ELLIP HEIGHT-           8.30  (meters)          (10/23/02) GPS OBS
 KV6640  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KV6640
 KV6640  HORZ ORDER  -  FIRST
 KV6640  ELLP ORDER  -  FOURTH    CLASS I
 KV6640
 KV6640.The horizontal coordinates were established by GPS observations
 KV6640.and adjusted by the National Geodetic Survey in May 1999..
 KV6640
 KV6640.The orthometric height was determined by GPS observations and a
 KV6640.high-resolution geoid model.
 KV6640
 KV6640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6640
 KV6640.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6640
 KV6640.The ellipsoidal height was determined by GPS observations
 KV6640.and is referenced to NAD 83.
 KV6640
 KV6640.The geoid height was determined by GEOID03.
 KV6640
 KV6640;                    North         East     Units Scale Factor Converg.
 KV6640;SPC NJ       -   176,232.226   132,275.988   MT  0.99990387   -0 08 07.5
 KV6640;SPC NJ       -   578,188.56    433,975.47   sFT  0.99990387   -0 08 07.5
 KV6640;UTM  18      - 4,474,480.766   524,698.174   MT  0.99960751   +0 11 19.6
 KV6640
 KV6640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6640!SPC NJ       -   0.99999870  x   0.99990387  =   0.99990257
 KV6640!UTM  18      -   0.99999870  x   0.99960751  =   0.99960621
 KV6640
 KV6640:                Primary Azimuth Mark                     Grid Az
 KV6640:SPC NJ       -  SKILLMAN CBL 0                           083 13 31.3
 KV6640:UTM  18      -  SKILLMAN CBL 0                           082 54 04.2
 KV6640
 KV6640|---------------------------------------------------------------------|
 KV6640| PID    Reference Object                     Distance      Geod. Az  |
 KV6640|                                                           dddmmss.s |
 KV6640| KV6639 SKILLMAN CBL 0                      APPROX. 1.0 KM 0830523.8 |
 KV6640|---------------------------------------------------------------------|
 KV6640
 KV6640                          SUPERSEDED SURVEY CONTROL
 KV6640
 KV6640  ELLIP H (05/14/99)    8.32   (m)                       GP(       ) 4 1
 KV6640  NAD 83(1986)-  40 25 14.11610(N)    074 42 31.91134(W) AD(       ) 1
 KV6640  NAD 83(1986)-  40 25 14.11610(N)    074 42 31.91134(W) AD(       ) 2
 KV6640  NGVD 29 (10/04/91)   42.0    (m)          138.     (f) GPS OBS        
 KV6640
 KV6640.Superseded values are not recommended for survey control.
 KV6640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6640.See file dsdata.txt to determine how the superseded data were derived.
 KV6640
 KV6640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2469874481(NAD 83)
 KV6640_MARKER: DQ = CALIBRATION BASE LINE DISK
 KV6640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6640_SP_SET: CONCRETE POST
 KV6640_STAMPING: 1000 1979
 KV6640_MARK LOGO: NGS   
 KV6640_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6640+STABILITY: SURFACE MOTION
 KV6640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6640+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1993
 KV6640
 KV6640  HISTORY     - Date     Condition        Report By
 KV6640  HISTORY     - 1979     MONUMENTED       NJDT
 KV6640  HISTORY     - 19900104 GOOD             NJGS
 KV6640  HISTORY     - 19930505 GOOD             NJGS
 KV6640  HISTORY     - 19930622 GOOD             NGS
 KV6640
 KV6640                          STATION DESCRIPTION
 KV6640
 KV6640'DESCRIBED BY NJ DEPT OF TRANSP 1979
 KV6640'A TAPE CALIBRATION MONUMENT IS SET 100 FEET FROM THE 0-METER POINT.
 KV6640'THE REDUCED MARK-TO-MARK DISTANCE IS 100.01 FEET.
 KV6640' 
 KV6640'THE BASE LINE IS LOCATED ABOUT 13.2 KM (8.2 MI) SOUTHWEST OF MILLSTONE
 KV6640'6.8 KM (4.2 MI) NORTH-NORTHWEST OF PRINCETON, 6.3 KM (3.9 MI)
 KV6640'NORTHEAST OF HOPEWELL, AND 1.9 KM (1.2 MI) NORTH OF BLAWENBURG.  THE
 KV6640'BASE LINE IS LOCATED IN SKILLMAN. THE BASE LINE RUNS ALONG AND IS
 KV6640'APPROXIMATELY PARALLEL WITH THE SOUTHERN EDGE OF SKILLMAN ROAD AND THE
 KV6640'NORTHERN BOUNDARIES OF THE NEW JERSEY NEURO- PSYCHIATRIC INSTITUTE TO
 KV6640'THE EAST AND THE NEW JERSEY TRAINING SCHOOL FOR BOYS TO THE WEST.
 KV6640' 
 KV6640'THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE EAST
 KV6640'END.  IT CONSISTS OF THE 0, 150, 400, AND 1000 METER POINTS WITH A
 KV6640'100-FOOT TAPE CALIBRATION STATION LOCATED OFF LINE AND EAST OF THE
 KV6640'0-METER POINT.
 KV6640' 
 KV6640'TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAY 206 AND
 KV6640'COUNTY ROAD 518, LOCATED WEST OF ROCKY HILL, GO WESTERLY ON COUNTY
 KV6640'ROAD 518 FOR 4.7 KM (2.9 MI) TO THE INTERSECTION OF COUNTY ROAD 601 ON
 KV6640'THE RIGHT.  TURN RIGHT AND GO NORTH ON COUNTY ROAD 601 FOR 1.5 KM (0.9
 KV6640'MI) TO THE INTERSECTION OF SKILLMAN ROAD ON THE RIGHT, COUNTY ROAD 602
 KV6640'(CAMPMEETING AVENUE) ON THE LEFT, AND THE SKILLMAN POST OFFICE LOCATED
 KV6640'IN THE NORTHWEST ANGLE.  TURN RIGHT AND GO EAST ON SKILLMAN ROAD FOR
 KV6640'0.45 KM (0.28 MI) TO THE 0-METER POINT ON THE RIGHT.
 KV6640' 
 KV6640'THE 1000-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 KV6640'STAMPED--1000 1979--, SET IN THE TOP OF A 25 CM (10 IN) DIAMETER
 KV6640'CONCRETE POST PROJECTING 13 CM (5 IN) ABOVE THE SURFACE OF THE GROUND.
 KV6640'IT IS 15.4 M (50.5 FT) WEST-SOUTHWEST OF REFERENCE MARK NO. 1, 14.2 M
 KV6640'(46.6 FT) SOUTHEAST OF REFERENCE MARK NO. 2, 7.2 M (23.6 FT) SOUTH OF
 KV6640'THE CENTERLINE OF COUNTY ROAD 602, AND 0.9 M (3.0 FT) NORTH OF A METAL
 KV6640'WITNESS POST.
 KV6640' 
 KV6640'USER NOTES--CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 KV6640'ELEVATIONS ARE FOR CBL USE ONLY.  SAFETY PRECAUTIONS ARE RECOMMENDED
 KV6640'DUE TO TRAFFIC ON HIGHWAY.
 KV6640' 
 KV6640'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE
 KV6640'COUNTY OF SOMERSET AND THE NEW JERSEY GEODETIC CONTROL SURVEY AND
 KV6640'REMEASURED WITH ASSISTANCE FROM THE NEW JERSEY DEPARTMENT OF
 KV6640'TRANSPORTATION.  FOR MORE INFORMATION PLEASE CONTACT THE NJ DEPARTMENT
 KV6640'OF TRANSPORTION, GEODETIC SURVEY SECTION, CN600, 1035 PARKWAY AVENUE,
 KV6640'TRENTON, NJ 08625. TELEPHONE (609) 530-5654.
 KV6640
 KV6640                          STATION RECOVERY (1990)
 KV6640
 KV6640'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV6640'THE STATION IS LOCATED IN MONTGOMERY TOWNSHIP, ON THE SOUTH SIDE OF
 KV6640'CAMP MEETING ROAD.  TO REACH THE STATION FROM THE JUNCTION OF GREAT
 KV6640'ROAD AND BELLE MEADE BLAWENBURG ROAD, COUNTY ROADS 601, AND THE
 KV6640'GEORGETOWN AND FRANKLIN TURNPIKE, COUNTY ROAD 518, IN THE TOWN OF
 KV6640'BLAWENBURG, GO NORTH 1.6 KM (0.99 MI) ON BELLE MEADE BLAWENBURG ROAD
 KV6640'TO THE JUNCTION WITH CAMP MEETING ROAD, COUNTY ROAD 602 SKILLMAN ROAD
 KV6640', TURN LEFT AND GO 0.48 KM (0.30 MI) WEST TO A WITNESS POST AND THE
 KV6640'STATION ON THE RIGHT.  IT IS 7.46 M (24.48 FT) SOUTH OF THE CAMP
 KV6640'MEETING ROAD CENTERLINE, 17.55 M (57.58 FT) SOUTHEAST OF POLE 406 67,
 KV6640'15.49 M (50.82 FT) SOUTHEAST OF RM 2, 15.36 M (50.39 FT) SOUTHWEST OF
 KV6640'RM 1, 0.9 M (2.95 FT) NORTH OF A WITNESS POST AND 110.7 M
 KV6640'(363.19 FT) SOUTHEAST OF THE DRIVEWAY CENTERLINE TO THE TRUSDALE
 KV6640'COMPANY.  THE STATION IS 0.1 M (0.33 FT) ABOVE THE GROUND.
 KV6640
 KV6640                          STATION RECOVERY (1993)
 KV6640
 KV6640'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6640'THE STATION IS LOCATED IN MONTGOMERY TOWNSHIP, ON THE SOUTH SIDE OF
 KV6640'CAMP MEETING ROAD.  TO REACH THE STATION FROM THE JUNCTION OF COUNTY
 KV6640'ROAD 518, THE GEORGETOWN AND FRANKLIN TURNPIKE, AND GREAT ROAD AND
 KV6640'THE BELLE MEADE BLAWENBURG ROAD, COUNTY ROAD 601, IN THE VILLAGE OF
 KV6640'BLAWENBURG, PROCEED 1.0 MI (1.6 KM) NORTH ON COUNTY ROAD 601 TO THE
 KV6640'JUNCTION WITH CAMP MEETING ROAD ON THE LEFT AND SKILLMAN ROAD ON THE
 KV6640'RIGHT, COUNTY ROAD 602, TURN LEFT AND GO 0.3 MI (0.5 KM) WEST ON CAMP
 KV6640'MEETING ROAD TO A CARSONITE WITNESS POST AND THE SATION ON THE LEFT.
 KV6640'THE STATION IS ABOUT 110 M (360.9 FT) SOUTHEAST OF THE CENTERLINE
 KV6640'DRIVEWAY TO THE TRUSDALE COMPANY, 23.1 M (75.8 FT) SOUTHWEST OF POLE
 KV6640'NUMBER A62110MT, 3.9 M (12.8 FT) SOUTH OF THE SOUTH EDGE OF PAVING OF
 KV6640'COUNTY ROAD 602, 7.2 SOUTH OF THE CENTERLINE OF THE SAME ROAD, 15.49
 KV6640'SOUTHEAST OF REFERENCE MARK NUMBER 2, 15.2 M (49.9 FT) SOUTHWEST OF
 KV6640'REFERENCE MARK NUMBER 1, 0.9 M (3.0 FT) NORTH OF A WITNESS POST AND
 KV6640'FLUSH WITH THE GROUND.  REFERENCE MARK 1 IS CHIPPED AT THIS TIME.
 KV6640
 KV6640                          STATION RECOVERY (1993)
 KV6640
 KV6640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (KM)
 KV6640'MARK IS A COMPONENT OF THE SKILLMAN CALIBRATION BASE LINE.  LOCATED
 KV6640'ABOUT 13.2 KM (8.2 MI) SOUTHWEST OF MILLSTONE, 6.8 KM (4.2 MI)
 KV6640'NORTH-NORTHEAST OF PRINCETON, 6.3 KM (3.9 MI) NORTHEAST OF HOPEWELL,
 KV6640'AND 1.9 KM (1.2 MI) NORTH OF BLAWENBURG IN SKILLMAN.  MARK IS ON THE
 KV6640'SOUTH SIDE OF COUNTY ROAD 602 EAST OF A SINGLE LANE BRIDGE. QUAD
 KV6640'UNKNOWN. TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 206 AND COUNTY
 KV6640'ROAD 518, LOCATED WEST OF ROCKY HILL, GO WESTERLY ON COUNTY ROAD FOR
 KV6640'4.7 KM (2.9 MI) TO THE INTERSECTION OF COUNTY ROAD 601 ON THE RIGHT.
 KV6640'TURN RIGHT AND GO NORTH ON COUNTY ROAD 601 FOR 1.5 KM (0.9 MI) TO THE
 KV6640'INTERSECTION OF SKILLMAN ROAD ON THE RIGHT, COUNTY ROAD 602
 KV6640'(CAMPMEETING AVENUE) ON THE LEFT, AND THE SKILLMAN POST OFFICE LOCATED
 KV6640'IN THE NORTHWEST ANGLE.  TURN LEFT AND GO WEST ON COUNTY ROAD 602 FOR
 KV6640'0.55 KM (0.34 MI) TO THE MARK ON THE LEFT. MARK IS SET IN THE TOP OF A
 KV6640'25 CM (10 IN) DIAMETER CONCRETE POST PROJECTING 13 CM (5 IN) ABOVE
 KV6640'GROUND SURFACE.  ** NOTE THERE IS AN UNDERGROUND MARK SET BELOW THE
 KV6640'SURFACE MARK.  NO INFORMATION ON DISK TYPE OR MAGNETIC MATERIAL WAS
 KV6640'AVAILABLE AT TIME OF RECOVERY **. IT IS 15.4 M (50.5 FT)
 KV6640'WEST-SOUTHWEST OF REFERENCE MARK NO. 1, 14.2 M (46.6 FT) SOUTHEAST OF
 KV6640'REFERENCE MARK NO. 2, 7.2 M (23.6 FT) SOUTH OF THE CENTERLINE OF
 KV6640'COUNTY ROAD 602, AND 0.9 M (3.0 FT) NORTH OF A METAL WITNESS POST. FOR
 KV6640'MORE INFORMATION CONTACT MR. BERNARD PUTZIGER, NJ DEPARTMENT OF
 KV6640'TRANSPORTATION, GEODETIC SURVEY SECTION, CN600, 1035 PARKWAY AVENUE,
 KV6640'TRENTON, NJ 08625. DESCRIBED BY KIRK MCCAULEY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5887 ***********************************************************************
 KV5887  CBN         -  This is a Cooperative Base Network Control Station.
 KV5887  DESIGNATION -  SKY MANOR 1
 KV5887  PID         -  KV5887
 KV5887  STATE/COUNTY-  NJ/HUNTERDON
 KV5887  USGS QUAD   -  PITTSTOWN (1970)
 KV5887
 KV5887                         *CURRENT SURVEY CONTROL
 KV5887  ___________________________________________________________________
 KV5887* NAD 83(1996)-  40 34 00.34732(N)    074 58 33.21220(W)     ADJUSTED  
 KV5887* NAVD 88     -       169.956  (meters)     557.60   (feet)  ADJUSTED  
 KV5887  ___________________________________________________________________
 KV5887  X           -   1,257,793.050 (meters)                     COMP
 KV5887  Y           -  -4,686,259.533 (meters)                     COMP
 KV5887  Z           -   4,126,082.987 (meters)                     COMP
 KV5887  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 KV5887  ELLIP HEIGHT-         136.05  (meters)          (09/23/02) GPS OBS
 KV5887  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 KV5887  DYNAMIC HT  -         169.875 (meters)     557.33  (feet)  COMP
 KV5887  MODELED GRAV-     980,140.8   (mgal)                       NAVD 88
 KV5887
 KV5887  HORZ ORDER  -  B
 KV5887  VERT ORDER  -  SECOND    CLASS I
 KV5887  ELLP ORDER  -  FOURTH    CLASS I
 KV5887
 KV5887.This mark is at Sky Manor Airport (N40)
 KV5887
 KV5887.The horizontal coordinates were established by GPS observations
 KV5887.and adjusted by the National Geodetic Survey in August 1998..
 KV5887
 KV5887.The orthometric height was determined by differential leveling
 KV5887.and adjusted by the National Geodetic Survey in September 1996..
 KV5887
 KV5887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5887
 KV5887.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5887
 KV5887.The ellipsoidal height was determined by GPS observations
 KV5887.and is referenced to NAD 83.
 KV5887
 KV5887.The geoid height was determined by GEOID03.
 KV5887
 KV5887.The dynamic height is computed by dividing the NAVD 88
 KV5887.geopotential number by the normal gravity value computed on the
 KV5887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV5887.degrees latitude (g = 980.6199 gals.).
 KV5887
 KV5887.The modeled gravity was interpolated from observed gravity values.
 KV5887
 KV5887;                    North         East     Units Scale Factor Converg.
 KV5887;SPC NJ       -   192,550.376   109,703.652   MT  0.99991998   -0 18 34.2
 KV5887;SPC NJ       -   631,725.69    359,919.40   sFT  0.99991998   -0 18 34.2
 KV5887;UTM  18      - 4,490,665.752   502,040.714   MT  0.99960005   +0 00 56.4
 KV5887
 KV5887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5887!SPC NJ       -   0.99997866  x   0.99991998  =   0.99989864
 KV5887!UTM  18      -   0.99997866  x   0.99960005  =   0.99957872
 KV5887
 KV5887|---------------------------------------------------------------------|
 KV5887| PID    Reference Object                     Distance      Geod. Az  |
 KV5887|                                                           dddmmss.s |
 KV5887| KV5888 SKY MANOR 2                         374.010 METERS 23138     |
 KV5887|---------------------------------------------------------------------|
 KV5887
 KV5887                          SUPERSEDED SURVEY CONTROL
 KV5887
 KV5887  ELLIP H (08/14/98)  136.07   (m)                       GP(       ) 3 2
 KV5887  NAD 83(1986)-  40 34 00.34574(N)    074 58 33.21604(W) AD(       ) 1
 KV5887  NAD 83(1986)-  40 34 00.34822(N)    074 58 33.21471(W) AD(       ) 3
 KV5887  NAD 27      -  40 33 59.97725(N)    074 58 34.61028(W) AD(       ) 3
 KV5887  NAVD 88 (08/14/98)  169.96   (m)          557.6    (f) LEVELING    3  
 KV5887  NGVD 29 (05/20/88)  170.0    (m)          558.     (f) GPS OBS        
 KV5887
 KV5887.Superseded values are not recommended for survey control.
 KV5887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5887.See file dsdata.txt to determine how the superseded data were derived.
 KV5887
 KV5887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0204190666(NAD 83)
 KV5887_MARKER: I = METAL ROD
 KV5887_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5887_SP_SET: STAINLESS STEEL ROD
 KV5887_STAMPING: SKY MANOR 1 1987
 KV5887_MARK LOGO: NGS   
 KV5887_PROJECTION: RECESSED 10 CENTIMETERS
 KV5887_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5887+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 KV5887_ROD/PIPE-DEPTH: 4.88 meters
 KV5887
 KV5887  HISTORY     - Date     Condition        Report By
 KV5887  HISTORY     - 1987     MONUMENTED       AEROS
 KV5887  HISTORY     - 1987     GOOD             AEROS
 KV5887  HISTORY     - 19930326 GOOD             NJGS
 KV5887  HISTORY     - 19950419 GOOD             NJGS
 KV5887  HISTORY     - 19961125 GOOD             NJGS
 KV5887  HISTORY     - 20030211 GOOD             INDIV
 KV5887  HISTORY     - 20030909 GOOD             INDIV
 KV5887  HISTORY     - 20030910 GOOD             AAAS
 KV5887  HISTORY     - 20060320 GOOD             AASCO
 KV5887
 KV5887                          STATION DESCRIPTION
 KV5887
 KV5887'DESCRIBED BY AERO SERVICE CORPORATION 1987 (PCO)
 KV5887'THE STATION IS LOCATED ABOUT 1.77 KM (1.1 MI)
 KV5887'SOUTHWEST OF PITTSTOWN,
 KV5887'6.76 KM (4.2 MI) SOUTH OF JUTLAND,
 KV5887'11.9 KM (7.4 MI) EAST OF MILFORD, WITHIN THE BOUNDARY OF THE SKY
 KV5887'MANOR AIRPORT.
 KV5887'OWNERSHIP--KENT LIHN, RD 2 BOX 53, PITTSTOWN, NEW JERSEY 08867.
 KV5887'
 KV5887'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PITTSTOWN ON
 KV5887'COUNTY ROAD 579, GO WEST FOR 0.48 KM (0.3 MI) ON COUNTY ROAD 579 TO
 KV5887'THE INTERSECTION OF COUNTY ROAD 615.
 KV5887'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 1.53 KM (0.95 MI) ON COUNTY
 KV5887'ROAD 615 TO A REVERSE (Y) INTERSECTION AT SKY HARBOR ROAD.
 KV5887'TURN RIGHT AND GO NORTH FOR 1.05 KM (0.65 MI) ON SKY HARBOR ROAD TO
 KV5887'THE ENTRANCE OF THE SKY MANOR AIRPORT ON THE RIGHT.
 KV5887'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.32 KM (0.2 MI) ON SKY
 KV5887'HARBOR ROAD TO THE STATION ON THE RIGHT.
 KV5887'
 KV5887'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KV5887'FLANGE WITH ACCESS COVER IS STAMPED---SKY MANOR 1 1987---, AND IS
 KV5887'SET FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KV5887'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 4.88 METERS (16.0 FT) AND
 KV5887'IS RECESSED 10 CM BELOW THE GROUND.  LOCATED 26.82 METERS (88.0 FT)
 KV5887'NORTHWEST FROM THE CENTERLINE OF SKY HARBOR ROAD, 4.11 METERS (13.5
 KV5887'FT) WEST FROM THE BASE OF A WIND SOCK, 0.61 METERS (2.0 FT) SOUTH
 KV5887'FROM A CARSONITE WITNESS POST.
 KV5887
 KV5887                          STATION RECOVERY (1987)
 KV5887
 KV5887'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 KV5887'RECOVERED IN GOOD CONDITION.
 KV5887
 KV5887                          STATION RECOVERY (1993)
 KV5887
 KV5887'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV5887'THE STATION IS LOCATED IN ALEXANDRIA TOWNSHIP WITHIN THE BOUNDARY OF
 KV5887'THE SKY MANOR AIRPORT.  CONTACT MR.KENT LINN, OWNER, RD 2, BOX 53,
 KV5887'PITTSTOWN, NEW JERSEY 08867, PHONE  201 996 4200 BEFORE OCCUPYING THE
 KV5887'STATION.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 202,
 KV5887'STATE HIGHWAY 31 AND STATE HIGHWAY 12 AT THE TRAFFIC CIRCLE SOUTHEAST
 KV5887'OF THE TOWN OF FLEMINGTON, GO ABOUT 4.2 MI (6.8 KM) WEST ON STATE
 KV5887'HIGHWAY 12 TO THE JUNCTION WITH COUNTY ROAD 579.  CONTINUE WEST FOR
 KV5887'ANOTHER 1.4 MI (2.3 KM) ON STATE HIGHWAY 12 TO THE TEE JUNCTION WITH
 KV5887'PITTSTOWN ROAD, COUNTY ROAD 615, ON THE RIGHT.  TURN RIGHT AND GO
 KV5887'ABOUT 4.3 MI (6.9 KM) NORTH ON PITTSTOWN ROAD TO A WYE JUNCTION AHEAD
 KV5887'ON THE LEFT WITH AIRPORT ROAD.  TURN LEFT ONTO AIRPORT ROAD AND GO
 KV5887'ABOUT 0.45 MI (0.72 KM) NORTH TO A HARD, REVERSE CURVE TO THE LEFT.
 KV5887'TURN LEFT AND GO 0.2 MI (0.3 KM) SOUTHWEST ON SKY MANOR ROAD TO THE
 KV5887'ENTRANCE DRIVE TO THE AIRPORT.  CONTINUE FOR ANOTHER 0.2 MI (0.3 KM)
 KV5887'TO THE STATION ON THE RIGHT.  TO REACH THE STATION FROM THE
 KV5887'INTERSECTION OF STATE HIGHWAY 12 AND COUNTY ROAD 513 IN THE BOROUGH
 KV5887'OF FRENCHTOWN, GO NORTH NORTHEAST ON COUNTY ROAD 513 FOR 4.75 MI
 KV5887'(7.64 KM) TO THE TEE INTERSECTION WITH HOG HOLLOW ROAD ON THE RIGHT.
 KV5887'TURN RIGHT AND GO SOUTHWEST ON HOG HOLLOW ROAD FOR 0.9 MI (1.4 KM) TO
 KV5887'THE INTERSECTION WITH SENATOR STOUT ROAD.  TURN LEFT AND GO 1.3 MI
 KV5887'(2.1 KM) EAST ON SENATOR STOUT ROAD TO A WYE INTERSECTION WITH SKY
 KV5887'MANOR ROAD.  BEAR TO THE LEFT AND GO NORTHEAST ON SKY MANOR ROAD FOR
 KV5887'1.0 MI (1.6 KM) TO THE STATION ON THE LEFT ACROSS THE ROAD FROM THE
 KV5887'DRIVEWAY LEADING TO HOUSE NUMBER 43D AND SET INSIDE A CIRCLE OF CAR
 KV5887'TIRES NEXT TO A WINDSOCK.  THE STATION IS A STANDARD NGS THREE
 KV5887'DIMENSIONAL MARK. THE LOGO FLANGE WITH ACCESS COVER IS STAMPED SKY
 KV5887'MANOR 1 1987 AND IS SET FLUSH WITH THE GROUND.  THE STATION IS A NINE
 KV5887'SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 KV5887'DEPTH OF 4.88 M (16.01 FT) AND IS RECESSED 10 CM BELOW THE GROUND.
 KV5887'THE STATION IS 0.6 M (2.0 FT) SOUTH FROM A THE CARSONITE WITNESS
 KV5887'POST, 4.15 M (13.62 FT) WEST NORTHWEST FROM THE WINDSOCK, 1.5 M
 KV5887'(4.9 FT) SOUTHWEST FROM THE SOUTHWEST RANGE OF A 1 STORY FRAME HOUSE,
 KV5887'NUMBER 43D AND 27.3 M (89.6 FT) NORTH NORTHWEST FROM THE CENTERLINE
 KV5887'OF SKY MANOR ROAD.
 KV5887
 KV5887                          STATION RECOVERY (1995)
 KV5887
 KV5887'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV5887'RECOVERED AS DESCRIBED.
 KV5887
 KV5887                          STATION RECOVERY (1996)
 KV5887
 KV5887'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (RJK)
 KV5887'RECOVERED AS DESCRIBED.
 KV5887
 KV5887                          STATION RECOVERY (2003)
 KV5887
 KV5887'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SC)
 KV5887'RECOVERED IN GOOD CONDITION.
 KV5887
 KV5887                          STATION RECOVERY (2003)
 KV5887
 KV5887'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LUD)
 KV5887'SKY MANOR 1 APPEARS TO BE IN GOOD CONDITION.
 KV5887' 
 KV5887
 KV5887                          STATION RECOVERY (2003)
 KV5887
 KV5887'RECOVERY NOTE BY ARORA AND ASSOCIATES 2003 (MR)
 KV5887'RECOVERED AS DESCRIBED
 KV5887
 KV5887                          STATION RECOVERY (2006)
 KV5887
 KV5887'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV5887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5888 ***********************************************************************
 KV5888  DESIGNATION -  SKY MANOR 2
 KV5888  PID         -  KV5888
 KV5888  STATE/COUNTY-  NJ/HUNTERDON
 KV5888  USGS QUAD   -  PITTSTOWN (1970)
 KV5888
 KV5888                         *CURRENT SURVEY CONTROL
 KV5888  ___________________________________________________________________
 KV5888* NAD 83(1996)-  40 33 52.82105(N)    074 58 45.67783(W)     ADJUSTED  
 KV5888* NAVD 88     -       168.802  (meters)     553.81   (feet)  ADJUSTED  
 KV5888  ___________________________________________________________________
 KV5888  X           -   1,257,548.734 (meters)                     COMP
 KV5888  Y           -  -4,686,480.508 (meters)                     COMP
 KV5888  Z           -   4,125,905.870 (meters)                     COMP
 KV5888  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 KV5888  ELLIP HEIGHT-         134.89  (meters)          (10/23/02) GPS OBS
 KV5888  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KV5888  DYNAMIC HT  -         168.721 (meters)     553.55  (feet)  COMP
 KV5888  MODELED GRAV-     980,140.3   (mgal)                       NAVD 88
 KV5888
 KV5888  HORZ ORDER  -  FIRST
 KV5888  VERT ORDER  -  SECOND    CLASS I
 KV5888  ELLP ORDER  -  FOURTH    CLASS I
 KV5888
 KV5888.This mark is at Sky Manor Airport (N40)
 KV5888
 KV5888.The horizontal coordinates were established by GPS observations
 KV5888.and adjusted by the National Geodetic Survey in May 1999..
 KV5888
 KV5888.The orthometric height was determined by differential leveling
 KV5888.and adjusted by the National Geodetic Survey in September 1996..
 KV5888
 KV5888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5888
 KV5888.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5888
 KV5888.The ellipsoidal height was determined by GPS observations
 KV5888.and is referenced to NAD 83.
 KV5888
 KV5888.The geoid height was determined by GEOID03.
 KV5888
 KV5888.The dynamic height is computed by dividing the NAVD 88
 KV5888.geopotential number by the normal gravity value computed on the
 KV5888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV5888.degrees latitude (g = 980.6199 gals.).
 KV5888
 KV5888.The modeled gravity was interpolated from observed gravity values.
 KV5888
 KV5888;                    North         East     Units Scale Factor Converg.
 KV5888;SPC NJ       -   192,319.832   109,409.185   MT  0.99992027   -0 18 42.2
 KV5888;SPC NJ       -   630,969.32    358,953.30   sFT  0.99992027   -0 18 42.2
 KV5888;UTM  18      - 4,490,433.615   501,747.653   MT  0.99960004   +0 00 48.3
 KV5888
 KV5888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5888!SPC NJ       -   0.99997884  x   0.99992027  =   0.99989911
 KV5888!UTM  18      -   0.99997884  x   0.99960004  =   0.99957889
 KV5888
 KV5888|---------------------------------------------------------------------|
 KV5888| PID    Reference Object                     Distance      Geod. Az  |
 KV5888|                                                           dddmmss.s |
 KV5888| KV5887 SKY MANOR 1                         374.010 METERS 05138     |
 KV5888|---------------------------------------------------------------------|
 KV5888
 KV5888                          SUPERSEDED SURVEY CONTROL
 KV5888
 KV5888  ELLIP H (05/14/99)  134.90   (m)                       GP(       ) 4 1
 KV5888  NAD 83(1986)-  40 33 52.81959(N)    074 58 45.68148(W) AD(       ) 1
 KV5888  NAD 83(1986)-  40 33 52.82310(N)    074 58 45.67980(W) AD(       ) 3
 KV5888  NAD 27      -  40 33 52.45203(N)    074 58 47.07471(W) AD(       ) 3
 KV5888  NGVD 29 (05/20/88)  168.8    (m)          554.     (f) GPS OBS        
 KV5888
 KV5888.Superseded values are not recommended for survey control.
 KV5888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5888.See file dsdata.txt to determine how the superseded data were derived.
 KV5888
 KV5888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0174890434(NAD 83)
 KV5888_MARKER: I = METAL ROD
 KV5888_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5888_SP_SET: STAINLESS STEEL ROD
 KV5888_STAMPING: SKY MANOR 2 1987
 KV5888_MARK LOGO: NGS   
 KV5888_PROJECTION: RECESSED 10 CENTIMETERS
 KV5888_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5888+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 KV5888_ROD/PIPE-DEPTH: 4.88 meters
 KV5888
 KV5888  HISTORY     - Date     Condition        Report By
 KV5888  HISTORY     - 1987     MONUMENTED       NGS
 KV5888  HISTORY     - 1987     GOOD             AEROS
 KV5888  HISTORY     - 19930326 GOOD             NJGS
 KV5888  HISTORY     - 19950419 GOOD             NJGS
 KV5888  HISTORY     - 20030909 GOOD             INDIV
 KV5888
 KV5888                          STATION DESCRIPTION
 KV5888
 KV5888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (PCO)
 KV5888'THE STATION IS LOCATED ABOUT 1.77 KM (1.1 MI)
 KV5888'SOUTHWEST OF PITTSTOWN,
 KV5888'6.76 KM (4.2 MI) SOUTH OF JUTLAND,
 KV5888'11.9 KM (7.4 MI) EAST OF MILFORD, WITHIN THE BOUNDARY OF THE SKY
 KV5888'MANOR AIRPORT.
 KV5888'OWNERSHIP--KENT LIHN, RD2 BOX 53, PITTSTOWN, NEW JERSEY 08867.
 KV5888'
 KV5888'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PITTSTOWN ON
 KV5888'COUNTY ROAD 579, GO WEST FOR 0.48 KM (0.3 MI) ON COUNTY ROAD 579 TO
 KV5888'THE INTERSECTION OF COUNTY ROAD 615.
 KV5888'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 1.53 KM (0.95 MI) ON COUNTY
 KV5888'ROAD 615 TO A REVERSE (Y) INTERSECTION AT SKY HARBOR ROAD.
 KV5888'TURN RIGHT AND GO NORTH FOR 1.05 KM (0.65 MI) ON SKY HARBOR ROAD TO
 KV5888'THE ENTRANCE OF THE SKY MANOR AIRPORT ON THE RIGHT.
 KV5888'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.64 KM (0.4 MI) ON SKY
 KV5888'HARBOR ROAD TO THE STATION ON THE RIGHT.
 KV5888'
 KV5888'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KV5888'FLANGE WITH ACCESS COVER IS STAMPED---SKY MANOR 2 1987---, AND IS
 KV5888'SET FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KV5888'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 5.33 METERS (17.5 FT) AND
 KV5888'IS RECESSED 10 CM BELOW THE GROUND.   LOCATED 12.80 METERS (42.0
 KV5888'FT) NORTHEAST FROM THE NORTHEAST EDGE OF TELEPHONE JUNCTION BOX 28,
 KV5888'7.92 METERS (26.0 FT) NORTHWEST FROM THE CENTERLINE OF SKY HARBOR
 KV5888'ROAD, 7.62 METERS (25.0 FT) NORTHEAST FROM THE EXTENDED CENTER OF A
 KV5888'DRIVEWAY TO HOUSE NUMBER 41, 0.55 METERS (1.8 FT) NORTHWEST FROM A
 KV5888'CARSONITE WITNESS POST.
 KV5888
 KV5888                          STATION RECOVERY (1987)
 KV5888
 KV5888'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 KV5888'RECOVERED IN GOOD CONDITION.
 KV5888
 KV5888                          STATION RECOVERY (1993)
 KV5888
 KV5888'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV5888'THE STATION IS LOCATED IN ALEXANDRIA TOWNSHIP WITHIN THE BOUNDARY OF
 KV5888'THE SKY MANOR AIRPORT.  CONTACT MR.KENT LINN, OWNER, RD 2, BOX 53,
 KV5888'PITTSTOWN, NEW JERSEY 08867, PHONE  201 996 4200 BEFORE OCCUPYING THE
 KV5888'STATION.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 202,
 KV5888'STATE HIGHWAY 31 AND STATE HIGHWAY 12 AT THE TRAFFIC CIRCLE SOUTHEAST
 KV5888'OF THE TOWN OF FLEMINGTON, GO ABOUT 4.2 MI (6.8 KM) WEST ON STATE
 KV5888'HIGHWAY 12 TO THE JUNCTION WITH COUNTY ROAD 579.  CONTINUE WEST FOR
 KV5888'ANOTHER 1.4 MI (2.3 KM) ON STATE HIGHWAY 12 TO THE TEE JUNCTION WITH
 KV5888'PITTSTOWN ROAD, COUNTY ROAD 615, ON THE RIGHT.  TURN RIGHT AND GO
 KV5888'ABOUT 4.3 MI (6.9 KM) NORTH ON PITTSTOWN ROAD TO A WYE JUNCTION AHEAD
 KV5888'ON THE LEFT WITH AIRPORT ROAD.  TURN LEFT ONTO AIRPORT ROAD AND GO
 KV5888'ABOUT 0.45 MI (0.72 KM) NORTH TO A HARD, REVERSE CURVE TO THE LEFT.
 KV5888'TURN LEFT AND GO 0.2 MI (0.3 KM) SOUTHWEST ON SKY MANOR ROAD TO THE
 KV5888'ENTRANCE DRIVE TO THE AIRPORT.  CONTINUE FOR ANOTHER 0.45 MI
 KV5888'(0.72 KM) TO THE STATION ON THE RIGHT.  TO REACH THE STATION FROM THE
 KV5888'INTERSECTION OF STATE HIGHWAY 12 AND COUNTY ROAD 513 IN THE BOROUGH
 KV5888'OF FRENCHTOWN, GO NORTH NORTHEAST ON COUNTY ROAD 513 FOR 4.75 MI
 KV5888'(7.64 KM) TO THE TEE INTERSECTION WITH HOG HOLLOW ROAD ON THE RIGHT.
 KV5888'TURN RIGHT AND GO SOUTHWEST ON HOG HOLLOW ROAD FOR 0.9 MI (1.4 KM)
 KV5888'TO THE INTERSECTION WITH SENATOR STOUT ROAD.  TURN LEFT AND GO 1.3 MI
 KV5888'(2.1 KM) EAST ON SENATOR STOUT ROAD TO A WYE INTERSECTION WITH SKY
 KV5888'MANOR ROAD.  BEAR TO THE LEFT AND GO NORTHEAST ON SKY MANOR ROAD FOR
 KV5888'0.7 MI (1.1 KM) TO THE STATION ON THE LEFT.  THE STATION IS 38.8 M
 KV5888'(127.3 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A HANGER, 12.8 M
 KV5888'(42.0 FT) SOUTHEAST FROM THE NORTH END OF A FOUR FOOT SPLIT RAIL
 KV5888'FENCE, 13.8 M (45.3 FT) EAST NORTHEAST FROM THE SOUTHEAST CORNER OF
 KV5888'THE SPLIT RAIL FENCE, 6.5 M (21.3 FT) NORTHEAST FROM THE CENTERLINE
 KV5888'EXTENDED OF A DRIVEWAY LEADING TO HOUSE NUMBER 65 AND 7.5 M
 KV5888'(24.6 FT) NORTH NORTHWEST FROM THE CENTERLINE OF SKY MANOR ROAD.  THE
 KV5888'STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO FLANGE
 KV5888'WITH ACCESS COVER IS STAMPED SKY MANOR 2 1987 AND IS SET FLUSH WITH
 KV5888'THE GROUND. THE STATION IS A NINE SIXTEENTHS INCH DIAMETER STAINLESS
 KV5888'STEEL ROD DRIVEN TO REFUSAL TO A DEPTH OF 5.33 M (17.49 FT) AND IS
 KV5888'RECESSED 10 CM BELOW THE GROUND.
 KV5888
 KV5888                          STATION RECOVERY (1995)
 KV5888
 KV5888'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV5888'RECOVERED AS DESCRIBED.
 KV5888
 KV5888                          STATION RECOVERY (2003)
 KV5888
 KV5888'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LUD)
 KV5888'SKY MANOR 2 APPEARS TO BE IN GOOD CONDITION.
 KV5888' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2996 ***********************************************************************
 JU2996  DESIGNATION -  SLEEPER
 JU2996  PID         -  JU2996
 JU2996  STATE/COUNTY-  NJ/CAMDEN
 JU2996  USGS QUAD   -  HAMMONTON (1981)
 JU2996
 JU2996                         *CURRENT SURVEY CONTROL
 JU2996  ___________________________________________________________________
 JU2996* NAD 83(1996)-  39 44 06.46015(N)    074 46 46.75381(W)     ADJUSTED  
 JU2996* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 JU2996  ___________________________________________________________________
 JU2996  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 JU2996  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU2996
 JU2996  HORZ ORDER  -  FIRST
 JU2996
 JU2996.The horizontal coordinates were established by classical geodetic methods
 JU2996.and adjusted by the National Geodetic Survey in September 1999..
 JU2996
 JU2996.The orthometric height was scaled from a topographic map.
 JU2996
 JU2996.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2996
 JU2996.The geoid height was determined by GEOID03.
 JU2996
 JU2996;                    North         East     Units Scale Factor Converg.
 JU2996;SPC NJ       -   100,145.432   126,029.647   MT  0.99990707   -0 10 43.6
 JU2996;SPC NJ       -   328,560.47    413,482.27   sFT  0.99990707   -0 10 43.6
 JU2996;UTM  18      - 4,398,382.879   518,881.162   MT  0.99960439   +0 08 27.1
 JU2996
 JU2996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2996!SPC NJ       -   1.00000196  x   0.99990707  =   0.99990903
 JU2996!UTM  18      -   1.00000196  x   0.99960439  =   0.99960635
 JU2996
 JU2996:                Primary Azimuth Mark                     Grid Az
 JU2996:SPC NJ       -  NESOCHAGUE                               135 21 44.5
 JU2996:UTM  18      -  NESOCHAGUE                               135 02 33.8
 JU2996
 JU2996|---------------------------------------------------------------------|
 JU2996| PID    Reference Object                     Distance      Geod. Az  |
 JU2996|                                                           dddmmss.s |
 JU2996| JU2991 NESOCHAGUE                          APPROX.11.5 KM 1351100.9 |
 JU2996| CB3048 SLEEPER RM 1                         20.920 METERS 14353     |
 JU2996| CB3049 SLEEPER RM 2                         23.475 METERS 24013     |
 JU2996| CB3047 SLEEPER AZ MK                                      2750400.7 |
 JU2996|---------------------------------------------------------------------|
 JU2996
 JU2996                          SUPERSEDED SURVEY CONTROL
 JU2996
 JU2996  NAD 83(1991)-  39 44 06.44879(N)    074 46 46.74983(W) AD(       ) 1
 JU2996  NAD 83(1986)-  39 44 06.44877(N)    074 46 46.74986(W) AD(       ) 1
 JU2996  NAD 27      -  39 44 06.02400(N)    074 46 48.17000(W) AD(       ) 1
 JU2996
 JU2996.Superseded values are not recommended for survey control.
 JU2996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2996.See file dsdata.txt to determine how the superseded data were derived.
 JU2996
 JU2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1888198383(NAD 83)
 JU2996_MARKER: DS = TRIANGULATION STATION DISK
 JU2996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2996_STAMPING: SLEEPER 1935
 JU2996_MARK LOGO: CGS   
 JU2996_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2996+STABILITY: SURFACE MOTION
 JU2996_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2996+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2002
 JU2996
 JU2996  HISTORY     - Date     Condition        Report By
 JU2996  HISTORY     - 1935     MONUMENTED       CGS
 JU2996  HISTORY     - 1958     GOOD             CGS
 JU2996  HISTORY     - 19950315 GOOD             NJGS
 JU2996  HISTORY     - 20021117 GOOD             INDIV
 JU2996
 JU2996                          STATION DESCRIPTION
 JU2996
 JU2996'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU2996'THE STATION IS 4.5 MILES WEST BY NORTH OF WATERFORD WORKS, NEAR
 JU2996'THE NORTH EDGE OF MARSH ALONG NORTH SIDE OF SLEEPER BRANCH.  IT
 JU2996'IS ON A SANDY FLAT COVERED WITH SCRUB PINE AND WHITE OAKS, 14
 JU2996'PACES NORTH OF CENTERLINE OF ROAD, 13 PACES NORTH OF AN 8-INCH
 JU2996'OAK TREE WITH TRIANGULAR BLAZE, AND 8 PACES SOUTH OF A 10-INCH
 JU2996'OAK, NOTES 1A AND 7A.
 JU2996'
 JU2996'REFERENCE MARK NO. 1 IS 20.920 METERS (68.64 FEET) SOUTHEAST
 JU2996'OF STATION, 3 PACES SOUTH OF CENTERLINE OF ROAD AND 3 PACES WEST
 JU2996'OF A 4-INCH OAK TREE, NOTE 11A.
 JU2996'
 JU2996'REFERENCE MARK NO. 2 IS 23.475 METERS (77.02 FEET) SOUTHWEST OF
 JU2996'STATION, 7 PACES WEST OF AN 8-INCH OAK AND 4 PACES SOUTH OF
 JU2996'CENTERLINE OF ROAD, NOTE 11A.
 JU2996'
 JU2996'REFERENCE MARK NOS. 1 AND 2 ARE 108.67 FEET APART.
 JU2996'
 JU2996'AZIMUTH MARK IS 0.1 MILE WEST OF STATION AND 9 PACES NORTH OF
 JU2996'CENTERLINE OF WOODS ROAD, NOTE 11A.
 JU2996'
 JU2996'TO REACH THE STATION FROM HAMMONTON, GO NORTHEAST ON STATE
 JU2996'HIGHWAY 39 APPROXIMATELY 4.2 MILES TO A T-ROAD LEFT, HERE TURN
 JU2996'LEFT AND GO APPROXIMATELY 1.7 MILES TO RAILROAD CROSSING AND DIM
 JU2996'WOODS ROAD ON RIGHT, ON SOUTHEAST SIDE OF RAILROAD, TURN RIGHT AND
 JU2996'GO 0.7 MILE TO FORKS, GO STRAIGHT AHEAD FOR 0.5 MILE AND TAKE
 JU2996'EXTREME LEFT FORK, GO 0.5 MILE AND TAKE LEFT FORK FOR 1.3 MILES
 JU2996'AND TURN LEFT ON SANDY ROAD AT A FORESTRY FIRE SIGN ON LEFT, GO
 JU2996'0.7 MILE TO A SMALL WHITE OAK TREE WITH TRIANGULAR BLAZE ON
 JU2996'RIGHT AND THE STATION.
 JU2996
 JU2996                          STATION RECOVERY (1958)
 JU2996
 JU2996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 JU2996'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  AZIMUTH
 JU2996'MARK NOT SEARCHED FOR.  DESCRIPTION ADEQUATE AND CORRECT EXCEPT
 JU2996'FOR THE FOLLOWING.  THE 8 INCH OAK WITH TRIANGULAR BLAZE HAS BEEN
 JU2996'CUT.  ROAD TO STATION IS IN VERY POOR CONDITION.
 JU2996
 JU2996                          STATION RECOVERY (1995)
 JU2996
 JU2996'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU2996'THE STATION IS LOCATED IN WATERFORD TOWNSHIP WITHIN THE BOUNDARY OF
 JU2996'THE WHARTON STATE FOREST.  TO REACH THE STATION FROM THE INTERSECTION
 JU2996'OF U.S.  HIGHWAY 206 AND CHEW ROAD, COUNTY ROAD 536, GO NORTHWEST ON
 JU2996'COUNTY ROAD 536 FOR 1.9 MI (3.1 KM) TO THE JUNCTION OF THE RAILROAD
 JU2996'GRADE CROSSING OF THE FORMER CENTRAL NEW JERSEY RAILROAD, NOW
 JU2996'ABANDONED AND FLEMING PIKE, A SAND ROAD LEADING NORTHEAST.  TURN RIGHT
 JU2996'AND GO NORTHEAST ON FLEMING PIKE FOR 0.70 MI (1.13 KM) TO THE JUNCTION
 JU2996'WITH BURNT MILL ROAD, LEADING NORTHWEST.  FLEMING PIKE IS NOW KNOWN AS
 JU2996'BURNT HOUSE ROAD.  CONTINUE NORTHEAST ON BURNT HOUSE ROAD FOR 1.45 MI
 JU2996'(2.33 KM) TO THE TEE JUNCTION WITH MAPLE ISLAND ROAD, ANOTHER SAND
 JU2996'ROAD LEADING NORTHWEST.  TURN RIGHT AND GO NORTHWEST ON MAPLE ISLAND
 JU2996'ROAD FOR 0.70 MI (1.13 KM) TO THE STATION ON THE RIGHT, SET FLUSH WITH
 JU2996'THE GROUND.  REFERENCE MARK NUMBER 1 WAS ALSO RECOVERED AT THIS TIME.
 JU2996'THE STATION IS 69 FT (21.0 M) NORTH NORTHWEST FROM REFERENCE MARK
 JU2996'NUMBER 1 AND 43 FT (13.1 M) NORTH FROM THE CENTERLINE OF MAPLE ISLAND
 JU2996'ROAD.  REFERENCE MARK NUMBER 1 IS ABOUT 9 FT (2.7 M) SOUTH FROM THE
 JU2996'CENTERLINE OF MAPLE ISLAND ROAD AND 2 FT (0.6 M) NORTHEAST FROM A
 JU2996'METAL WITNESS POST AND SIGN.
 JU2996
 JU2996                          STATION RECOVERY (2002)
 JU2996
 JU2996'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 JU2996'THE STATION WAS FOUND IN GOOD CONDITION. REFERENCE MARK 1, ALONG WITH
 JU2996'ITS CEMENT BASE, WAS FOUND ALONG THE SIDE OF THE DIRT ROAD, COMPLETELY
 JU2996'REMOVED FROM THE GROUND WITH THE DISK STILL ATTACHED. A SEARCH FOR THE
 JU2996'AZIMUTH MARK WAS UNSUCCESSFUL, AS WELL AS REFERENCE MARK 2 WHICH WAS
 JU2996'PREVIOUSLY REPORTED MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4859 ***********************************************************************
 KV4859  DESIGNATION -  SMALL CHIMNEY WEST OF FORDS
 KV4859  PID         -  KV4859
 KV4859  STATE/COUNTY-  NJ/MIDDLESEX
 KV4859  USGS QUAD   -  PERTH AMBOY (1981)
 KV4859
 KV4859                         *CURRENT SURVEY CONTROL
 KV4859  ___________________________________________________________________
 KV4859* NAD 83(1996)-  40 30 48.79492(N)    074 19 02.28047(W)     ADJUSTED  
 KV4859* NAVD 88     -                                                        
 KV4859  ___________________________________________________________________
 KV4859  LAPLACE CORR-           5.01  (seconds)                    DEFLEC99
 KV4859  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KV4859
 KV4859  HORZ ORDER  -  THIRD
 KV4859
 KV4859.The horizontal coordinates were established by classical geodetic methods
 KV4859.and adjusted by the National Geodetic Survey in September 1999..
 KV4859
 KV4859
 KV4859.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4859
 KV4859.The geoid height was determined by GEOID03.
 KV4859
 KV4859;                    North         East     Units Scale Factor Converg.
 KV4859;SPC NJ       -   186,549.574   165,482.398   MT  0.99990295   +0 07 07.3
 KV4859;SPC NJ       -   612,038.06    542,920.17   sFT  0.99990295   +0 07 07.3
 KV4859;SPC NY L     -    38,568.876   273,108.326   MT  1.00001205   -0 12 27.1
 KV4859;SPC NY L     -   126,538.05    896,022.90   sFT  1.00001205   -0 12 27.1
 KV4859;UTM  18      - 4,484,983.090   557,836.365   MT  0.99964117   +0 26 36.6
 KV4859
 KV4859                          SUPERSEDED SURVEY CONTROL
 KV4859
 KV4859  NAD 83(1996)-  40 30 48.79476(N)    074 19 02.28098(W) AD(       ) 4
 KV4859  NAD 83(1986)-  40 30 48.79719(N)    074 19 02.27874(W) AD(       ) 4
 KV4859  NAD 27      -  40 30 48.41600(N)    074 19 03.74800(W) AD(       ) 3
 KV4859
 KV4859.Superseded values are not recommended for survey control.
 KV4859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4859.See file dsdata.txt to determine how the superseded data were derived.
 KV4859
 KV4859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5783684983(NAD 83)
 KV4859_MARKER: 85 = CHIMNEY
 KV4859
 KV4859  HISTORY     - Date     Condition        Report By
 KV4859  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4859
 KV4859                          STATION DESCRIPTION
 KV4859
 KV4859'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4859'THE CHIMNEY, N OF THE RARITAN RIVER, W OF THE TOWN OF FORDS AND
 KV4859'1.1 MILES S OF KING GEORGES OLD POST ROAD, JUST E OF THE HAYDEN
 KV4859'CHEMICAL COMPANY NEAR SEVERAL ABANDONED KILNS.  IT IS A RED-TOPPED,
 KV4859'ROUND, YELLOW-BRICK CHIMNEY (9.9 METERS BASE CIRCUMFERENCE).
 KV4859'THERE IS A BANDED YELLOW CHIMNEY APPROXIMATELY 25 METERS
 KV4859'SOUTHWESTWARD.
 KV4859'
 KV4859'THE STATION IS THE CHIMNEY-TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5304 ***********************************************************************
 KV5304  DESIGNATION -  SMALL TK ON W END LARGE HANGAR
 KV5304  PID         -  KV5304
 KV5304  STATE/COUNTY-  NJ/OCEAN
 KV5304  USGS QUAD   -  LAKEHURST (1971)
 KV5304
 KV5304                         *CURRENT SURVEY CONTROL
 KV5304  ___________________________________________________________________
 KV5304* NAD 83(1996)-  40 01 45.59796(N)    074 19 02.20117(W)     ADJUSTED  
 KV5304* NAVD 88     -                                                        
 KV5304  ___________________________________________________________________
 KV5304  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 KV5304  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV5304
 KV5304  HORZ ORDER  -  THIRD
 KV5304
 KV5304.The horizontal coordinates were established by classical geodetic methods
 KV5304.and adjusted by the National Geodetic Survey in September 1999..
 KV5304
 KV5304
 KV5304.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5304
 KV5304.The geoid height was determined by GEOID03.
 KV5304
 KV5304;                    North         East     Units Scale Factor Converg.
 KV5304;SPC NJ       -   132,787.038   165,595.094   MT  0.99990299   +0 07 03.1
 KV5304;SPC NJ       -   435,652.14    543,289.90   sFT  0.99990299   +0 07 03.1
 KV5304;UTM  18      - 4,431,236.104   558,252.233   MT  0.99964177   +0 26 20.9
 KV5304
 KV5304                          SUPERSEDED SURVEY CONTROL
 KV5304
 KV5304  NAD 83(1986)-  40 01 45.59266(N)    074 19 02.19696(W) AD(       ) 4
 KV5304  NAD 27      -  40 01 45.17100(N)    074 19 03.66600(W) AD(       ) 3
 KV5304
 KV5304.Superseded values are not recommended for survey control.
 KV5304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5304.See file dsdata.txt to determine how the superseded data were derived.
 KV5304
 KV5304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5825231236(NAD 83)
 KV5304_MARKER: 51 = TANK
 KV5304
 KV5304  HISTORY     - Date     Condition        Report By
 KV5304  HISTORY     - 1944     FIRST OBSERVED   CGS
 KV5304  HISTORY     - 19940926 MARK NOT FOUND   USPSQD
 KV5304
 KV5304                          STATION DESCRIPTION
 KV5304
 KV5304'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4706 ***********************************************************************
 KV4706  DESIGNATION -  SMELTING COMPANY CHIMNEY
 KV4706  PID         -  KV4706
 KV4706  STATE/COUNTY-  NJ/ESSEX
 KV4706  USGS QUAD   -  ELIZABETH (1995)
 KV4706
 KV4706                         *CURRENT SURVEY CONTROL
 KV4706  ___________________________________________________________________
 KV4706* NAD 83(1996)-  40 43 58.51133(N)    074 09 15.28991(W)     ADJUSTED  
 KV4706* NAVD 88     -                                                        
 KV4706  ___________________________________________________________________
 KV4706  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 KV4706  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KV4706
 KV4706  HORZ ORDER  -  THIRD
 KV4706
 KV4706.The horizontal coordinates were established by classical geodetic methods
 KV4706.and adjusted by the National Geodetic Survey in September 1999..
 KV4706
 KV4706
 KV4706.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4706
 KV4706.The geoid height was determined by GEOID03.
 KV4706
 KV4706;                    North         East     Units Scale Factor Converg.
 KV4706;SPC NJ       -   210,948.421   179,204.189   MT  0.99991049   +0 13 32.2
 KV4706;SPC NJ       -   692,086.61    587,939.08   sFT  0.99991049   +0 13 32.2
 KV4706;SPC NY L     -    62,891.543   286,970.186   MT  0.99999698   -0 06 03.2
 KV4706;SPC NY L     -   206,336.67    941,501.35   sFT  0.99999698   -0 06 03.2
 KV4706;UTM  18      - 4,509,453.274   571,415.840   MT  0.99966278   +0 33 06.9
 KV4706
 KV4706                          SUPERSEDED SURVEY CONTROL
 KV4706
 KV4706  NAD 83(1996)-  40 43 58.51122(N)    074 09 15.29014(W) AD(       ) 4
 KV4706  NAD 83(1986)-  40 43 58.50970(N)    074 09 15.29346(W) AD(       ) 4
 KV4706  NAD 27      -  40 43 58.14000(N)    074 09 16.77000(W) AD(       ) 3
 KV4706
 KV4706.Superseded values are not recommended for survey control.
 KV4706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4706.See file dsdata.txt to determine how the superseded data were derived.
 KV4706
 KV4706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7141609453(NAD 83)
 KV4706_MARKER: 85 = CHIMNEY
 KV4706
 KV4706  HISTORY     - Date     Condition        Report By
 KV4706  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4706
 KV4706                          STATION DESCRIPTION
 KV4706
 KV4706'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5828 ***********************************************************************
 KV5828  DESIGNATION -  SMITH
 KV5828  PID         -  KV5828
 KV5828  STATE/COUNTY-  NJ/HUNTERDON
 KV5828  USGS QUAD   -  HACKETTSTOWN (1976)
 KV5828
 KV5828                         *CURRENT SURVEY CONTROL
 KV5828  ___________________________________________________________________
 KV5828* NAD 83(1996)-  40 46 09.58009(N)    074 51 43.24091(W)     ADJUSTED  
 KV5828* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 KV5828  ___________________________________________________________________
 KV5828  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 KV5828  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KV5828
 KV5828  HORZ ORDER  -  FIRST
 KV5828
 KV5828.The horizontal coordinates were established by classical geodetic methods
 KV5828.and adjusted by the National Geodetic Survey in September 1999..
 KV5828
 KV5828.The orthometric height was scaled from a topographic map.
 KV5828
 KV5828.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5828
 KV5828.The geoid height was determined by GEOID03.
 KV5828
 KV5828;                    North         East     Units Scale Factor Converg.
 KV5828;SPC NJ       -   214,996.638   119,439.194   MT  0.99991149   -0 14 11.0
 KV5828;SPC NJ       -   705,368.14    391,860.09   sFT  0.99991149   -0 14 11.0
 KV5828;UTM  18      - 4,513,159.931   511,645.422   MT  0.99960167   +0 05 24.4
 KV5828
 KV5828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5828!SPC NJ       -   0.99995412  x   0.99991149  =   0.99986562
 KV5828!UTM  18      -   0.99995412  x   0.99960167  =   0.99955581
 KV5828
 KV5828:                Primary Azimuth Mark                     Grid Az
 KV5828:SPC NJ       -  SMITH AZ MK                              019 23 12.4
 KV5828:UTM  18      -  SMITH AZ MK                              019 03 37.0
 KV5828
 KV5828|---------------------------------------------------------------------|
 KV5828| PID    Reference Object                     Distance      Geod. Az  |
 KV5828|                                                           dddmmss.s |
 KV5828| CB6388 SMITH AZ MK                                        0190901.4 |
 KV5828| CB6389 SMITH RM 1                           10.322 METERS 02236     |
 KV5828| KV5827 SCHOOLEYS MTN PRESB CH SPIRE        APPROX. 5.1 KM 0484703.2 |
 KV5828| KV5821 GLEN GARDNER TANK                   APPROX. 9.6 KM 2104830.7 |
 KV5828| CB6390 SMITH RM 2                           21.230 METERS 29022     |
 KV5828|---------------------------------------------------------------------|
 KV5828
 KV5828                          SUPERSEDED SURVEY CONTROL
 KV5828
 KV5828  NAD 83(1986)-  40 46 09.57865(N)    074 51 43.24291(W) AD(       ) 1
 KV5828  NAD 27      -  40 46 09.21900(N)    074 51 44.63900(W) AD(       ) 1
 KV5828
 KV5828.Superseded values are not recommended for survey control.
 KV5828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5828.See file dsdata.txt to determine how the superseded data were derived.
 KV5828
 KV5828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1164513160(NAD 83)
 KV5828_MARKER: DS = TRIANGULATION STATION DISK
 KV5828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5828_SP_SET: CONCRETE POST
 KV5828_STAMPING: SMITH 1935
 KV5828_MARK LOGO: CGS   
 KV5828_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5828+STABILITY: SURFACE MOTION
 KV5828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5828+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1992
 KV5828
 KV5828  HISTORY     - Date     Condition        Report By
 KV5828  HISTORY     - 1935     MONUMENTED       CGS
 KV5828  HISTORY     - 1935     GOOD             CGS
 KV5828  HISTORY     - 1942     GOOD             CGS
 KV5828  HISTORY     - 19920925 GOOD             NJGS
 KV5828
 KV5828                          STATION DESCRIPTION
 KV5828
 KV5828'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5828'THE STATION IS ON THE SUMMIT OF SCHOOLEYS MOUNTAIN RANGE, ON
 KV5828'THE DIVIDE BETWEEN THE MUSCONETCONG RIVER AND A BRANCH OF THE
 KV5828'RARITAN RIVER, ON THE PROPERTY OF S.W. SMITH, 6 PACES ESE OF A
 KV5828'14-INCH OAK TREE, 5 PACES NE OF AN 8-INCH OAK TREE, AND 5 PACES
 KV5828'NNE OF 6-INCH OAK TREES.  THE MARK PROJECTS 2 INCHES AND IS
 KV5828'STAMPED SMITH 1935.
 KV5828'
 KV5828'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 KV5828'CONCRETE, AS DESCRIBED IN NOTES 1A AND 7A.
 KV5828'
 KV5828'REFERENCE MARK NO.1 IS 10.322 METERS OR 33.87 FEET NE OF THE
 KV5828'STATION, IT IS A STANDARD DISK SET IN THE TOP OF BEDROCK, AND
 KV5828'5 PACES E OF AN 8-INCH BIRCH TREE.  THE MARK IS STAMPED SMITH
 KV5828'NO.1 1935.
 KV5828'
 KV5828'REFERENCE MARK NO.2 IS 21.230 METERS OR 69.66 FEET WNW OF THE
 KV5828'STATION, IT IS A STANDARD DISK SET IN THE TOP OF BEDROCK, 6
 KV5828'PACES E OF A 6-INCH OAK TREE, AND 3 PACES NW OF THREE 6-INCH
 KV5828'OAK TREES.  THE MARK IS STAMPED SMITH NO.2 1935.
 KV5828'
 KV5828'NOTE.--NO AZIMUTH MARK WAS SET AS THERE WAS NO PLACE ONE WOULD
 KV5828'BE VISIBLE FROM GROUND.
 KV5828'
 KV5828'A 64-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 KV5828
 KV5828                          STATION RECOVERY (1935)
 KV5828
 KV5828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 KV5828'RECOVERED IN GOOD CONDITION.
 KV5828
 KV5828                          STATION RECOVERY (1942)
 KV5828
 KV5828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV5828'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 KV5828'CONDITION.  ONE NEW MARK WAS ESTABLISHED, AZIMUTH MARK 1942.  A
 KV5828'COMPLETE NEW DESCRIPTION FOLLOWS--
 KV5828'
 KV5828'THE STATION IS ON THE SUMMIT OF SCHOOLEYS
 KV5828'MOUNTAIN RANGE, ON THE DIVIDE BETWEEN THE MUSCONETCONG RIVER AND
 KV5828'A BRANCH OF THE RARITAN RIVER AND ON PROPERTY OF S.S. SMITH.  IT
 KV5828'IS 17 FEET ESE OF A 14-INCH OAK TREE, 15 FEET NNE OF AN 8-INCH
 KV5828'OAK TREE AND 15 FEET NE OF A 6-INCH OAK TREE.  IT IS STAMPED
 KV5828'SMITH 1935 PROJECTS 2 INCHES AND IS WITNESSED BY A 4-INCH SQUARE
 KV5828'WHITE WOODEN POST PROJECTING 2-1/2 FEET.
 KV5828'
 KV5828'REFERENCE MARK NO.1, A STANDARD DISK, IS NNE OF THE STATION,
 KV5828'SET FLUSH IN A DRILL HOLE IN THE TOP AND S END OF A BOULDER 2
 KV5828'BY 5 FEET AND PROTRUDING 1 FOOT.  IT IS STAMPED SMITH NO.1 1935.
 KV5828'
 KV5828'REFERENCE MARK NO.2, A STANDARD DISK, IS WNW OF THE STATION,
 KV5828'SET FLUSH IN A DRILL HOLE IN THE TOP OF A 2- BY 4-FOOT BOULDER
 KV5828'AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS STAMPED SMITH
 KV5828'NO.2 1935.
 KV5828'
 KV5828'THE AZIMUTH MARK IS ENE OF THE STATION, 3 FEET S OF A FENCE,
 KV5828'34 FEET S OF THE CENTER OF THE ROAD, AND 107 FEET W BY S OF POWER
 KV5828'LINE POLE WT 646.  IT IS A STANDARD DISK SET FLUSH IN A DRILL
 KV5828'HOLE IN THE FLAT TOP OF A 12- BY 18-INCH BOULDER FLUSH WITH THE
 KV5828'SURFACE OF THE GROUND, STAMPED SMITH 1942, AND IS WITNESSED BY A
 KV5828'4-INCH SQUARE WHITE WOODEN POST PROJECTING 2-1/2 FEET.  A
 KV5828'50-FOOT TOWER IS NEEDED TO SEE THE AZIMUTH MARK.  TO REACH FROM
 KV5828'THE STATION, RETURN TO THE MAIN ROAD AT SMITHS FARM, GO N
 KV5828'0.65 MILE TO CROSS ROAD AT PLEASANT GROVE, TURN LEFT AND GO
 KV5828'0.3 MILE TO THE MARK ON THE LEFT.
 KV5828'
 KV5828'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN WASHINGTON, GO
 KV5828'E ON STATE HIGHWAY 24 FOR 4.15 MILES, THEN TURN SHARP RIGHT DOWN
 KV5828'HILL FOR 0.15 MILE, TURN LEFT ON GRAVEL ROAD, CROSSING BRIDGE,
 KV5828'AND GO 0.95 MILE TO A FORKS.  TAKE THE LEFT FORK AND GO 1.15
 KV5828'MILES TO A CROSS ROAD, CONTINUE STRAIGHT AHEAD FOR 0.95 MILE TO
 KV5828'A CROSS ROAD AT PLEASANT GROVE, TURN RIGHT AND GO 0.65 MILE,
 KV5828'THEN TURN RIGHT INTO A LANE AND GO 0.15 MILE TO THE SMITHS
 KV5828'RESIDENCE.  PASS TO LEFT OF HOUSE TO PASTURE, GO THROUGH
 KV5828'GATE, TURN RIGHT AND FOLLOW RAIL FENCE FOR 0.1 MILE, THEN JOG
 KV5828'RIGHT 100 FEET, TURN LEFT AND FOLLOW LANE 0.35 MILE TO POLE
 KV5828'GATE, PASS THROUGH GATE AND CONTINUE 0.1 MILE, THEN TURN LEFT
 KV5828'ON DIM ROAD UP HILL AND GO 0.25 MILE TO SUMMIT AND STATION.
 KV5828'
 KV5828'A 64-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION MONTANA 1877.
 KV5828'
 KV5828'A 64-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT STATION THOMAS.
 KV5828'
 KV5828'A 64-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT STATION DANVILLE
 KV5828'2 (N.J.G.S. 1938).
 KV5828'
 KV5828'A 64-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION POHATCONG
 KV5828'1935.
 KV5828'
 KV5828'A 64-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT STATION STUYVESANT
 KV5828'1935.
 KV5828'
 KV5828'A 64-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION MT. OLIVE.
 KV5828
 KV5828                          STATION RECOVERY (1992)
 KV5828
 KV5828'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV5828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3897 ***********************************************************************
 KV3897  DESIGNATION -  SMITH MILL STACK
 KV3897  PID         -  KV3897
 KV3897  STATE/COUNTY-  NJ/BERGEN
 KV3897  USGS QUAD   -  HACKENSACK (1997)
 KV3897
 KV3897                         *CURRENT SURVEY CONTROL
 KV3897  ___________________________________________________________________
 KV3897* NAD 83(1996)-  40 52 45.30433(N)    074 02 08.94991(W)     ADJUSTED  
 KV3897* NAVD 88     -                                                        
 KV3897  ___________________________________________________________________
 KV3897  LAPLACE CORR-           7.59  (seconds)                    DEFLEC99
 KV3897  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV3897
 KV3897  HORZ ORDER  -  THIRD
 KV3897
 KV3897.The horizontal coordinates were established by classical geodetic methods
 KV3897.and adjusted by the National Geodetic Survey in September 1999..
 KV3897
 KV3897
 KV3897.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3897
 KV3897.The geoid height was determined by GEOID03.
 KV3897
 KV3897;                    North         East     Units Scale Factor Converg.
 KV3897;SPC NJ       -   227,243.135   189,121.254   MT  0.99991883   +0 18 13.7
 KV3897;SPC NJ       -   745,546.85    620,475.31   sFT  0.99991883   +0 18 13.7
 KV3897;SPC NY L     -    79,130.739   296,980.848   MT  0.99999503   -0 01 24.3
 KV3897;SPC NY L     -   259,614.77    974,344.67   sFT  0.99999503   -0 01 24.3
 KV3897;UTM  18      - 4,525,800.316   581,237.426   MT  0.99968123   +0 37 51.8
 KV3897
 KV3897                          SUPERSEDED SURVEY CONTROL
 KV3897
 KV3897  NAD 83(1996)-  40 52 45.30420(N)    074 02 08.95002(W) AD(       ) 4
 KV3897  NAD 83(1996)-  40 52 45.30332(N)    074 02 08.95141(W) AD(       ) 4
 KV3897  NAD 83(1992)-  40 52 45.30079(N)    074 02 08.95182(W) AD(       ) 4
 KV3897  NAD 83(1986)-  40 52 45.31159(N)    074 02 08.94943(W) AD(       ) 4
 KV3897  NAD 27      -  40 52 44.94900(N)    074 02 10.45100(W) AD(       ) 3
 KV3897
 KV3897.Superseded values are not recommended for survey control.
 KV3897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3897.See file dsdata.txt to determine how the superseded data were derived.
 KV3897
 KV3897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8123725800(NAD 83)
 KV3897_MARKER: 63 = STACK
 KV3897
 KV3897  HISTORY     - Date     Condition        Report By
 KV3897  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV3897  HISTORY     - 20060422 MARK NOT FOUND   GEOCAC
 KV3897
 KV3897                          STATION DESCRIPTION
 KV3897
 KV3897'DESCRIBED BY GEOCACHING 2006 (WD)
 KV3897'THERE IS NO STACK AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2622 ***********************************************************************
 LY2622  DESIGNATION -  SMITHS HILL 2
 LY2622  PID         -  LY2622
 LY2622  STATE/COUNTY-  NJ/SUSSEX
 LY2622  USGS QUAD   -  NEWTON EAST (1971)
 LY2622
 LY2622                         *CURRENT SURVEY CONTROL
 LY2622  ___________________________________________________________________
 LY2622* NAD 83(1996)-  41 04 57.40696(N)    074 44 47.84557(W)     ADJUSTED  
 LY2622* NAVD 88     -       262.4    (meters)     861.     (feet)  GPS OBS   
 LY2622  ___________________________________________________________________
 LY2622  X           -   1,266,700.670 (meters)                     COMP
 LY2622  Y           -  -4,645,125.626 (meters)                     COMP
 LY2622  Z           -   4,169,493.972 (meters)                     COMP
 LY2622  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 LY2622  ELLIP HEIGHT-         229.75  (meters)          (10/23/02) GPS OBS
 LY2622  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 LY2622
 LY2622  HORZ ORDER  -  FIRST
 LY2622  ELLP ORDER  -  FOURTH    CLASS I
 LY2622
 LY2622.The horizontal coordinates were established by classical geodetic methods
 LY2622.and adjusted by the National Geodetic Survey in May 1999..
 LY2622
 LY2622.The orthometric height was determined by GPS observations and a
 LY2622.high-resolution geoid model.
 LY2622
 LY2622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2622
 LY2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2622
 LY2622.The ellipsoidal height was determined by GPS observations
 LY2622.and is referenced to NAD 83.
 LY2622
 LY2622.The geoid height was determined by GEOID03.
 LY2622
 LY2622;                    North         East     Units Scale Factor Converg.
 LY2622;SPC NJ       -   249,750.522   129,278.257   MT  0.99990528   -0 09 43.4
 LY2622;SPC NJ       -   819,389.84    424,140.41   sFT  0.99990528   -0 09 43.4
 LY2622;SPC PA N     -   106,094.372   852,316.658   MT  0.99997382   +1 59 12.7
 LY2622;SPC PA N     -   348,077.95  2,796,308.90   sFT  0.99997382   +1 59 12.7
 LY2622;UTM  18      - 4,547,958.884   521,282.709   MT  0.99960557   +0 09 59.4
 LY2622
 LY2622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2622!SPC NJ       -   0.99996396  x   0.99990528  =   0.99986925
 LY2622!SPC PA N     -   0.99996396  x   0.99997382  =   0.99993778
 LY2622!UTM  18      -   0.99996396  x   0.99960557  =   0.99956955
 LY2622
 LY2622|---------------------------------------------------------------------|
 LY2622| PID    Reference Object                     Distance      Geod. Az  |
 LY2622|                                                           dddmmss.s |
 LY2622| CB4890 SMITHS HILL 2 RM 3                   12.360 METERS 00044     |
 LY2622| LY2629 NEWTON PRESBYTERIAN CH SPIRE        APPROX. 2.9 KM 1934932.6 |
 LY2622| LY2628 NEWTON MUNICIPAL TANK               APPROX. 3.3 KM 2055502.8 |
 LY2622| LY2896 SMITHS HILL 2 AZ MK                 APPROX. 1.4 KM 2154955.4 |
 LY2622| LY2626 NEWTON STATE POLICE RADIO MAST      APPROX. 7.5 KM 2215621.1 |
 LY2622| CB4888 SMITHS HILL 2 RM 1                   11.783 METERS 27059     |
 LY2622| CB4889 SMITHS HILL 2 RM 2                    9.680 METERS 31609     |
 LY2622| LY2624 BRANCHVILLE NORMANOCK LOT           APPROX.11.8 KM 3515312.6 |
 LY2622|---------------------------------------------------------------------|
 LY2622
 LY2622                          SUPERSEDED SURVEY CONTROL
 LY2622
 LY2622  NAD 83(1996)-  41 04 57.40654(N)    074 44 47.84598(W) AD(       ) 1
 LY2622  NAD 83(1986)-  41 04 57.40671(N)    074 44 47.84548(W) AD(       ) 1
 LY2622  NAD 27      -  41 04 57.05900(N)    074 44 49.25200(W) AD(       ) 1
 LY2622
 LY2622.Superseded values are not recommended for survey control.
 LY2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2622.See file dsdata.txt to determine how the superseded data were derived.
 LY2622
 LY2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2128347959(NAD 83)
 LY2622_MARKER: DD = SURVEY DISK
 LY2622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2622_SP_SET: CONCRETE POST
 LY2622_STAMPING: SMITHS HILL 2 1936
 LY2622_MARK LOGO: NJDCED
 LY2622_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2622+STABILITY: SURFACE MOTION
 LY2622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2622+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1990
 LY2622
 LY2622  HISTORY     - Date     Condition        Report By
 LY2622  HISTORY     - 1936     MONUMENTED       NJGS
 LY2622  HISTORY     - 1936     GOOD             NJGS
 LY2622  HISTORY     - 1940     SEE DESCRIPTION  CGS
 LY2622  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LY2622  HISTORY     - 19900628 GOOD             NJGS
 LY2622
 LY2622                          STATION DESCRIPTION
 LY2622
 LY2622'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1936
 LY2622'STATION IS 1 MILE S OF WASHINGTONVILLE ON THE HIGHEST POINT OF
 LY2622'A BARE HILL, KNOWN AS SMITHS HILL, ON THE PROPERTY OF
 LY2622'MRS. E. WYKER.  IT IS 10 PACES E OF A N-S WIRE FENCE RUNNING ALONG
 LY2622'THE TOP OF HILL, MARKED BY A STATE SURVEY BRONZE DISK, STAMPED
 LY2622'SMITHS HILL 2 1936, SET IN A CONCRETE MONUMENT 1 FOOT BELOW
 LY2622'GROUND SURFACE.
 LY2622'
 LY2622'NO UNDERGROUND MARK WAS SET.
 LY2622'
 LY2622'REFERENCE MARKS NOS.1, 2, AND 3 ARE STANDARD N.J.G.C.S. DISKS
 LY2622'SET IN IRREGULAR MASSES OF CONCRETE, 0.1 FOOT ABOVE GROUND,
 LY2622'AND ARE STAMPED R.M. 1, R.M. 2, AND R.M. 3, RESPECTIVELY.
 LY2622'
 LY2622'REFERENCE MARK NO.1 IS 38.63 FEET SW OF THE STATION IN THE FENCE
 LY2622'LINE.  REFERENCE MARK NO.2 IS 31.72 FEET W OF STATION, IN THE
 LY2622'FENCE LINE.  REFERENCE MARK NO.3 IS 40.52 FEET NW OF STATION
 LY2622'IN THE FENCE LINE.
 LY2622'
 LY2622'AZIMUTH MARK IS THE BALL ON TOP OF NEWTON WATER TANK.  TRAVERSE
 LY2622'TIE WAS MADE TO OLD STATION SMITHS HILL, WHICH IS A STUMP 44.7
 LY2622'FEET NW.
 LY2622
 LY2622                          STATION RECOVERY (1936)
 LY2622
 LY2622'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 LY2622'RECOVERED IN GOOD CONDITION.
 LY2622
 LY2622                          STATION RECOVERY (1940)
 LY2622
 LY2622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (RJS)
 LY2622'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING
 LY2622'EXCEPTION.  DURING THE SUMMER AN 8-FOOT STAND IS RECOMMENDED
 LY2622'TO CLEAR LINES TO THE WESTWARD DUE TO CROPS IN THE FIELD IN
 LY2622'THAT DIRECTION.
 LY2622
 LY2622                          STATION RECOVERY (1942)
 LY2622
 LY2622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2622'STATION IS ABOUT 1.6 MILES BY ROAD N OF NEWTON, ON THE HIGHEST
 LY2622'POINT OF A CULTIVATED HILL KNOWN AS SMITHS HILL AND ON
 LY2622'PROPERTY OWNED BY MRS. E. WYKER.  IT IS 26 FEET SW OF A FENCE
 LY2622'LINE RUNNING OVER THE TOP OF THE HILL AND 43 FEET S OF A LONE
 LY2622'2-FOOT OAK TREE WITH A TRIANGULAR BLAZE.
 LY2622'
 LY2622'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED SMITHS
 LY2622'HILL 2 1936 AND IS SET 1 FOOT BELOW THE SURFACE OF THE GROUND.
 LY2622'
 LY2622'NO UNDERGROUND MARK WAS ESTABLISHED.
 LY2622'
 LY2622'REFERENCE MARK NO.1 IS W OF THE STATION, 3 FEET SW OF THE FENCE
 LY2622'LINE AND 61 FEET SW OF THE LONE 2-FOOT OAK TREE.  IT IS A STANDARD
 LY2622'STATE SURVEY DISK STAMPED R.M. 1 AND IS FLUSH WITH THE SURFACE
 LY2622'OF THE GROUND.
 LY2622'
 LY2622'REFERENCE MARK NO.2 IS NW OF THE STATION, 5 FEET NW OF THE
 LY2622'FENCE LINE AND 33 FEET SW OF THE 2-FOOT LONE OAK TREE.  IT IS
 LY2622'A STANDARD STATE SURVEY DISK STAMPED R.M. 2 AND IS FLUSH WITH
 LY2622'THE SURFACE OF THE GROUND.
 LY2622'
 LY2622'REFERENCE MARK NO.3 IS N OF THE STATION, 3 FEET NW OF THE
 LY2622'FENCE LINE, AND 5 FEET SW OF THE LONE 2-FOOT OAK TREE.  IT IS
 LY2622'A STANDARD STATE SURVEY DISK STAMPED R.M. 3 AND IS FLUSH WITH
 LY2622'THE SURFACE OF THE GROUND.
 LY2622'
 LY2622'THE AZIMUTH MARK FOR THIS STATION IS THE BALL AT THE APEX OF
 LY2622'THE ROOF OF THE NEWTON MUNICIPAL TANK.  IT IS ABOUT 2.1 MILES
 LY2622'SW OF THE STATION.
 LY2622'
 LY2622'TO REACH THE STATION FROM THE COURTHOUSE IN NEWTON, GO
 LY2622'NORTHERLY ON MILL STREET (STATE HIGHWAY 8) FOR 1 BLOCK, TAKE
 LY2622'THE LEFT FORK AND GO 1.6 MILES TO THE RESIDENCE OF MRS. WYKER
 LY2622'ON THE RIGHT.  TURN LEFT INTO A HAY FIELD AND GO 0.15 MILE TO
 LY2622'THE NW CORNER OF THE FIELD.  FROM HERE FOLLOW FENCE LINE ABOUT
 LY2622'150 FEET TO TOP OF HILL AND THE STATION.
 LY2622'
 LY2622'AN 8-FOOT STAND WILL SEE A 60-FOOT LIGHT AT STATION STUYVESANT
 LY2622'1935.
 LY2622'
 LY2622'AN 8-FOOT STAND WILL SEE A 10-FOOT LIGHT AT STATION KRECH
 LY2622'(N.J.G.S. 1938).
 LY2622'
 LY2622'AN 8-FOOT STAND WILL SEE A 74-FOOT LIGHT AT STATION ISLEE.
 LY2622'
 LY2622'AN 8-FOOT STAND WILL SEE A 60-FOOT LIGHT AT STATION DE LENOY.
 LY2622'
 LY2622'AN 8-FOOT STAND WILL SEE A 10-FOOT LIGHT AT STATION CULVERS
 LY2622'GAP 1881.
 LY2622
 LY2622                          STATION RECOVERY (1990)
 LY2622
 LY2622'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 LY2622'THE STATION IS LOCATED IN HAMPTON TOWNSHIP ON THE NORTHWEST SIDE OF
 LY2622'COUNTY ROAD 519 ON THE PROPERTY OF MR. WARREN AULL, RD. 3 BOX 37,
 LY2622'NEWTON N.J. 07860  PHONE 201 383 0740.  TO REACH THE STATION FROM THE
 LY2622'JUNCTION OF U.S. ROUTE 206, N.J. ROUTE 94 AND COUNTY ROAD 519
 LY2622'NORTHBOUND, ABOUT ONE BLOCK NORTH OF THE COURT HOUSE IN THE TOWN OF
 LY2622'NEWTON, GO WEST THEN NORTH ON COUNTY ROAD 519 FOR 0.9 MI (1.4 KM) TO
 LY2622'A TRAFFIC LIGHT AND THE ENTRANCE TO THE COUNTY OFFICE COMPLEX, PLOTTS
 LY2622'ROAD, ON THE LEFT AND THE SITE OF THE AZIMUTH MARK. CONTINUE AHEAD
 LY2622'FOR 0.8 MI (1.3 KM) TO A DOUBLE DRIVEWAY ON THE LEFT.  TURN LEFT AND
 LY2622'GO 0.1 MI (0.2 KM) UP THE STEEPER OF THE TWO DRIVEWAYS AND A PARKING
 LY2622'AREA AT THE AULL HOUSE. THE STATION, IN THE REAR YARD ON THE SUMMIT
 LY2622'OF THE RIDGE, IS 13.30 M (43.64 FT) SOUTH SOUTHWEST OF A OAK TREE,
 LY2622'32.15 M (105.48 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE
 LY2622'AND 33.5 M (109.9 FT) NORTH OF A POLE NUMBER HN 1613 AND 22.7 M
 LY2622'(74.5 FT) WEST SOUTHWEST OF A WELL HEAD.  THE STATION IS A STANDARD
 LY2622'DISK, STAMPED SMITHS HILL 2 1936, SET IN THE TOP OF A ROUND CONCRETE
 LY2622'MONUMENT, SET 0.3 M (1.0 FT) BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2896 ***********************************************************************
 LY2896  DESIGNATION -  SMITHS HILL 2 AZ MK
 LY2896  PID         -  LY2896
 LY2896  STATE/COUNTY-  NJ/SUSSEX
 LY2896  USGS QUAD   -  NEWTON WEST (1994)
 LY2896
 LY2896                         *CURRENT SURVEY CONTROL
 LY2896  ___________________________________________________________________
 LY2896* NAD 83(1996)-  41 04 19.33448(N)    074 45 24.17094(W)     ADJUSTED  
 LY2896* NAVD 88     -       238.7    (meters)     783.     (feet)  GPS OBS   
 LY2896  ___________________________________________________________________
 LY2896  X           -   1,266,080.799 (meters)                     COMP
 LY2896  Y           -  -4,646,075.970 (meters)                     COMP
 LY2896  Z           -   4,168,592.987 (meters)                     COMP
 LY2896  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 LY2896  ELLIP HEIGHT-         206.01  (meters)          (10/23/02) GPS OBS
 LY2896  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 LY2896
 LY2896  HORZ ORDER  -  FIRST
 LY2896  ELLP ORDER  -  FOURTH    CLASS I
 LY2896
 LY2896.The horizontal coordinates were established by GPS observations
 LY2896.and adjusted by the National Geodetic Survey in May 1999..
 LY2896
 LY2896.The orthometric height was determined by GPS observations and a
 LY2896.high-resolution geoid model.
 LY2896
 LY2896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2896
 LY2896.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2896
 LY2896.The ellipsoidal height was determined by GPS observations
 LY2896.and is referenced to NAD 83.
 LY2896
 LY2896.The geoid height was determined by GEOID03.
 LY2896
 LY2896;                    North         East     Units Scale Factor Converg.
 LY2896;SPC NJ       -   248,578.597   128,426.988   MT  0.99990573   -0 10 07.2
 LY2896;SPC NJ       -   815,544.95    421,347.54   sFT  0.99990573   -0 10 07.2
 LY2896;UTM  18      - 4,546,782.451   520,438.428   MT  0.99960514   +0 09 35.4
 LY2896
 LY2896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2896!SPC NJ       -   0.99996769  x   0.99990573  =   0.99987342
 LY2896!UTM  18      -   0.99996769  x   0.99960514  =   0.99957284
 LY2896
 LY2896:                Primary Azimuth Mark                     Grid Az
 LY2896:SPC NJ       -  SMITHS HILL 2 RESET                      035 59 39.0
 LY2896:UTM  18      -  SMITHS HILL 2 RESET                      035 39 56.4
 LY2896
 LY2896|---------------------------------------------------------------------|
 LY2896| PID    Reference Object                     Distance      Geod. Az  |
 LY2896|                                                           dddmmss.s |
 LY2896| LY2897 SMITHS HILL 2 RESET                 APPROX. 1.4 KM 0354931.8 |
 LY2896| LY2622 SMITHS HILL 2                       APPROX. 1.4 KM 0354931.5 |
 LY2896|---------------------------------------------------------------------|
 LY2896
 LY2896                          SUPERSEDED SURVEY CONTROL
 LY2896
 LY2896  NAD 83(1996)-  41 04 19.33410(N)    074 45 24.17134(W) AD(       ) 1
 LY2896  NAD 83(1986)-  41 04 19.33433(N)    074 45 24.17073(W) AD(       ) 1
 LY2896
 LY2896.Superseded values are not recommended for survey control.
 LY2896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2896.See file dsdata.txt to determine how the superseded data were derived.
 LY2896
 LY2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2043846782(NAD 83)
 LY2896_MARKER: DZ = AZIMUTH MARK DISK
 LY2896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2896_SP_SET: CONCRETE POST
 LY2896_STAMPING: SMITHS HILL 2 AZ MK
 LY2896_MARK LOGO: NJGS  
 LY2896_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2896+STABILITY: SURFACE MOTION
 LY2896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2896+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2006
 LY2896
 LY2896  HISTORY     - Date     Condition        Report By
 LY2896  HISTORY     - 1990     MONUMENTED       NJGS
 LY2896  HISTORY     - 19900628 GOOD             NJGS
 LY2896  HISTORY     - 19920918 GOOD
 LY2896  HISTORY     - 19930914 GOOD             NJGS
 LY2896  HISTORY     - 20060428 GOOD             AASCO
 LY2896
 LY2896                          STATION DESCRIPTION
 LY2896
 LY2896'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 LY2896'THE STATION IS LOCATED IN HAMPTON TOWNSHIP ON THE NORTHWEST SIDE OF
 LY2896'COUNTY ROAD 519 ON THE PROPERTY OF THE SUSSEX COUNTY COMPLEX.   TO
 LY2896'REACH THE STATION FROM THE JUNCTION OF U.S. ROUTE 206, N.J. ROUTE 94
 LY2896'AND COUNTY ROAD 519 NORTHBOUND, ABOUT ONE BLOCK NORTH OF THE COURT
 LY2896'HOUSE IN THE TOWN OF NEWTON, GO WEST THEN NORTH ON COUNTY ROAD 519
 LY2896'FOR 0.9 MI (1.4 KM) TO A TRAFFIC LIGHT AND THE ENTRANCE TO THE COUNTY
 LY2896'OFFICE COMPLEX, PLOTTS ROAD, ON THE LEFT.  TURN LEFT, GO WEST FOR
 LY2896'0.15 MI (0.24 KM) TO A ROAD ON THE LEFT.  TURN LEFT, AND GO UPHILL
 LY2896'INTO THE PARKING LOT FOR THE SUSSEX COUNTY OFFICE COMPLEX.   THE
 LY2896'STATION IS LOCATED ON THE NORTH SIDE OF A HIGH EMBANKMENT, 95 PACES
 LY2896'NORTH OF THE NORTHWEST CORNER OF THE PARKING LOT.  THE STATION IS 6.7
 LY2896'M (22.0 FT) SOUTHEAST OF A CAIRN OF ROCKS AND CONCRETE FOR A PROPERTY
 LY2896'CORNER AND 0.7 M (2.3 FT) EAST OF 5 CM ROUND WOOD POST.  THE STATION
 LY2896'IS A STANDARD DISK, STAMPED SMITHS HILL 2 1990 AZ MK, SET IN THE TOP
 LY2896'OF A SQUARE CONCRETE MONUMENT AND FLUSH WITH THE GROUND.
 LY2896
 LY2896                          STATION RECOVERY (1992)
 LY2896
 LY2896'RECOVERED 1992
 LY2896'RECOVERED IN GOOD CONDITION.
 LY2896
 LY2896                          STATION RECOVERY (1993)
 LY2896
 LY2896'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 LY2896'THE STATION IS LOCATED IN HAMPTON TOWNSHIP ON THE NORTHWEST SIDE OF
 LY2896'COUNTY ROUTE 519 ON THE PROPERTY OF THE SUSSEX COUNTY COMPLEX.   TO
 LY2896'REACH THE STATION FROM THE JUNCTION OF US ROUTE 206, NJ ROUTE 94 AND
 LY2896'COUNTY ROUTE 519 NORTHBOUND, ABOUT ONE BLOCK NORTH OF THE COURT HOUSE
 LY2896'IN THE TOWN OF NEWTON,  GO WEST THEN NORTH ON COUNTY ROUTE 519 FOR
 LY2896'0.9 MI (1.4 KM) TO A TRAFFIC LIGHT AND THE ENTRANCE TO THE COUNTY
 LY2896'OFFICE COMPLEX, PLOTTS ROAD, ON THE LEFT.   TURN LEFT, GO WEST FOR
 LY2896'0.15 MI (0.24 KM) TO A ROAD ON THE LEFT.   TURN LEFT, AND GO UPHILL
 LY2896'INTO THE PARKING LOT FOR THE SUSSEX COUNTY OFFICE COMPLEX.   THE
 LY2896'STATION IS LOCATED ON THE NORTH SIDE OF A HIGH EMBANKMENT, 95 PACES
 LY2896'NORTH OF THE NORTHWEST CORNER OF THE PARKING LOT.  THE STATION IS 6.7
 LY2896'M (22.0 FT) SOUTHEAST OF A CAIRN OF ROCKS AND CONCRETE FOR A PROPERTY
 LY2896'CORNER AND 0.7 M (2.3 FT) EAST OF 5 CM ROUND WOOD POST. THE STATION
 LY2896'IS A STANDARD DISK, STAMPED SMITHS HILL 2 1990 AZ MK, SET IN THE TOP
 LY2896'OF A SQUARE CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 LY2896
 LY2896                          STATION RECOVERY (2006)
 LY2896
 LY2896'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 LY2896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2897 ***********************************************************************
 LY2897  DESIGNATION -  SMITHS HILL 2 RESET
 LY2897  PID         -  LY2897
 LY2897  STATE/COUNTY-  NJ/SUSSEX
 LY2897  USGS QUAD   -  NEWTON EAST (1971)
 LY2897
 LY2897                         *CURRENT SURVEY CONTROL
 LY2897  ___________________________________________________________________
 LY2897* NAD 83(1996)-  41 04 57.40690(N)    074 44 47.84554(W)     ADJUSTED  
 LY2897* NAVD 88     -       262.9    (meters)     863.     (feet)  GPS OBS   
 LY2897  ___________________________________________________________________
 LY2897  X           -   1,266,700.752 (meters)                     COMP
 LY2897  Y           -  -4,645,125.925 (meters)                     COMP
 LY2897  Z           -   4,169,494.240 (meters)                     COMP
 LY2897  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 LY2897  ELLIP HEIGHT-         230.16  (meters)          (10/23/02) GPS OBS
 LY2897  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 LY2897
 LY2897  HORZ ORDER  -  FIRST
 LY2897  ELLP ORDER  -  FOURTH    CLASS I
 LY2897
 LY2897.The horizontal coordinates were established by GPS observations
 LY2897.and adjusted by the National Geodetic Survey in May 1999..
 LY2897
 LY2897.The orthometric height was determined by GPS observations and a
 LY2897.high-resolution geoid model.
 LY2897
 LY2897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2897
 LY2897.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2897
 LY2897.The ellipsoidal height was determined by GPS observations
 LY2897.and is referenced to NAD 83.
 LY2897
 LY2897.The geoid height was determined by GEOID03.
 LY2897
 LY2897;                    North         East     Units Scale Factor Converg.
 LY2897;SPC NJ       -   249,750.520   129,278.258   MT  0.99990528   -0 09 43.4
 LY2897;SPC NJ       -   819,389.83    424,140.42   sFT  0.99990528   -0 09 43.4
 LY2897;UTM  18      - 4,547,958.882   521,282.710   MT  0.99960557   +0 09 59.4
 LY2897
 LY2897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2897!SPC NJ       -   0.99996390  x   0.99990528  =   0.99986918
 LY2897!UTM  18      -   0.99996390  x   0.99960557  =   0.99956948
 LY2897
 LY2897:                Primary Azimuth Mark                     Grid Az
 LY2897:SPC NJ       -  SMITHS HILL 2 AZ MK                      215 59 39.1
 LY2897:UTM  18      -  SMITHS HILL 2 AZ MK                      215 39 56.3
 LY2897
 LY2897|---------------------------------------------------------------------|
 LY2897| PID    Reference Object                     Distance      Geod. Az  |
 LY2897|                                                           dddmmss.s |
 LY2897| LY2896 SMITHS HILL 2 AZ MK                 APPROX. 1.4 KM 2154955.7 |
 LY2897|---------------------------------------------------------------------|
 LY2897
 LY2897                          SUPERSEDED SURVEY CONTROL
 LY2897
 LY2897  ELLIP H (05/14/99)  230.17   (m)                       GP(       ) 4 1
 LY2897  NAD 83(1996)-  41 04 57.40655(N)    074 44 47.84590(W) AD(       ) 1
 LY2897  NAD 83(1986)-  41 04 57.40672(N)    074 44 47.84533(W) AD(       ) 1
 LY2897
 LY2897.Superseded values are not recommended for survey control.
 LY2897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2897.See file dsdata.txt to determine how the superseded data were derived.
 LY2897
 LY2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2128347959(NAD 83)
 LY2897_MARKER: DD = SURVEY DISK
 LY2897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2897_SP_SET: CONCRETE POST
 LY2897_STAMPING: SMITH HILL 2 1935 1991
 LY2897_MARK LOGO: NJGS  
 LY2897_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2897+STABILITY: SURFACE MOTION
 LY2897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2897+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2003
 LY2897
 LY2897  HISTORY     - Date     Condition        Report By
 LY2897  HISTORY     - 1991     MONUMENTED       NJGS
 LY2897  HISTORY     - 19920917 GOOD
 LY2897  HISTORY     - 19930914 GOOD             NJGS
 LY2897  HISTORY     - 20031219 GOOD             INDIV
 LY2897
 LY2897                          STATION DESCRIPTION
 LY2897
 LY2897'DESCRIBED 1992
 LY2897'RECOVERED IN GOOD CONDITION.
 LY2897
 LY2897                          STATION RECOVERY (1993)
 LY2897
 LY2897'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 LY2897'THE STATION IS LOCATED IN HAMPTON TOWNSHIP ON THE NORTHWEST SIDE OF
 LY2897'COUNTY ROUTE 519 ON THE PROPERTY OF MR. WARREN AULL, RD. 3 BOX 37,
 LY2897'NEWTON N.J. 07860  PHONE 201 383 0740.  TO REACH THE STATION FROM THE
 LY2897'JUNCTION OF US ROUTE 206, NJ ROUTE 94 AND COUNTY ROUTE 519
 LY2897'NORTHBOUND, ABOUT ONE BLOCK NORTH OF THE COURT HOUSE IN THE TOWN OF
 LY2897'NEWTON, GO WEST THEN NORTH ON COUNTY ROUTE 519 FOR 0.9 MI (1.4 KM) TO
 LY2897'A TRAFFIC LIGHT AND THE ENTRANCE TO THE COUNTY OFFICE COMPLEX, PLOTTS
 LY2897'ROAD, ON THE LEFT AND THE SITE OF THE AZIMUTH MARK. CONTINUE AHEAD
 LY2897'FOR 0.8 MI (1.3 KM) TO A DOUBLE DRIVEWAY ON THE LEFT.  TURN LEFT AND
 LY2897'GO 0.1 MI (0.2 KM) UP THE STEEPER OF THE TWO DRIVEWAYS AND A PARKING
 LY2897'AREA AT THE AULL HOUSE. THE STATION, IN THE REAR YARD ON THE SUMMIT
 LY2897'OF THE RIDGE, IS 13.30 M (43.64 FT) SOUTH SOUTHWEST OF A OAK TREE,
 LY2897'32.15 M (105.48 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE
 LY2897'AND 33.5 M (109.9 FT) NORTH OF A POLE NUMBER HN-1613,  22.7 M
 LY2897'(74.5 FT) WEST SOUTHWEST OF A WELL HEAD.  THE STATION, FLUSH WITH THE
 LY2897'GROUND, IS SET OVER SMITH HILL 2, WHICH IS 0.4 METERS (1.3 FT) BELOW
 LY2897'GROUND LEVEL AND CAN BE CONSIDERED LOST.
 LY2897
 LY2897                          STATION RECOVERY (2003)
 LY2897
 LY2897'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LJM)
 LY2897'AS PER PREVIOUS DESCRIPTION. DISK IS SET THE REAR YARD OF A RAISED
 LY2897'RANGER. ALSO 44 FEET SOUTHWEST OF A 27 INCH DIAMETER OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3352 ***********************************************************************
 JU3352  DESIGNATION -  SNAITH RESET
 JU3352  PID         -  JU3352
 JU3352  STATE/COUNTY-  NJ/CUMBERLAND
 JU3352  USGS QUAD   -  DIVIDING CREEK (1986)
 JU3352
 JU3352                         *CURRENT SURVEY CONTROL
 JU3352  ___________________________________________________________________
 JU3352* NAD 83(1996)-  39 19 02.14320(N)    075 02 44.28526(W)     ADJUSTED  
 JU3352* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 JU3352  ___________________________________________________________________
 JU3352  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 JU3352  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JU3352
 JU3352  HORZ ORDER  -  SECOND
 JU3352
 JU3352.The horizontal coordinates were established by classical geodetic methods
 JU3352.and adjusted by the National Geodetic Survey in September 1999..
 JU3352
 JU3352.The orthometric height was scaled from a topographic map.
 JU3352
 JU3352.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3352
 JU3352.The geoid height was determined by GEOID03.
 JU3352
 JU3352;                    North         East     Units Scale Factor Converg.
 JU3352;SPC NJ       -    53,860.849   102,949.993   MT  0.99992725   -0 20 44.6
 JU3352;SPC NJ       -   176,708.47    337,761.77   sFT  0.99992725   -0 20 44.6
 JU3352;SPC DE       -   146,292.833   231,997.011   MT  1.00000760   +0 14 06.3
 JU3352;SPC DE       -   479,962.40    761,143.53   sFT  1.00000760   +0 14 06.3
 JU3352;UTM  18      - 4,351,985.442   496,066.111   MT  0.99960019   -0 01 44.1
 JU3352
 JU3352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3352!SPC NJ       -   1.00000243  x   0.99992725  =   0.99992968
 JU3352!SPC DE       -   1.00000243  x   1.00000760  =   1.00001003
 JU3352!UTM  18      -   1.00000243  x   0.99960019  =   0.99960262
 JU3352
 JU3352:                Primary Azimuth Mark                     Grid Az
 JU3352:SPC NJ       -  SNAITH AZ MK                             096 41 15.3
 JU3352:SPC DE       -  SNAITH AZ MK                             096 06 24.4
 JU3352:UTM  18      -  SNAITH AZ MK                             096 22 14.8
 JU3352
 JU3352|---------------------------------------------------------------------|
 JU3352| PID    Reference Object                     Distance      Geod. Az  |
 JU3352|                                                           dddmmss.s |
 JU3352| CB3050 SNAITH AZ MK                                       0962030.7 |
 JU3352| JU2979 MAURICETOWN CHURCH STEEPLE          APPROX. 5.7 KM 1291857.4 |
 JU3352| CB3053 SNAITH RM 3                          24.504 METERS 16111     |
 JU3352| CB3052 SNAITH RM 2                          24.670 METERS 18131     |
 JU3352| CB3051 SNAITH RM 1                          32.600 METERS 19956     |
 JU3352| CB3054 SNAITH RM 4                          20.196 METERS 23731     |
 JU3352| CB3055 SNAITH RM 5 AZIMUTH                                35353     |
 JU3352|---------------------------------------------------------------------|
 JU3352
 JU3352                          SUPERSEDED SURVEY CONTROL
 JU3352
 JU3352  NAD 83(1991)-  39 19 02.13384(N)    075 02 44.28561(W) AD(       ) 2
 JU3352  NAD 83(1986)-  39 19 02.12691(N)    075 02 44.28658(W) AD(       ) 2
 JU3352  NAD 27      -  39 19 01.71300(N)    075 02 45.64700(W) AD(       ) 2
 JU3352
 JU3352.Superseded values are not recommended for survey control.
 JU3352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3352.See file dsdata.txt to determine how the superseded data were derived.
 JU3352
 JU3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9606651985(NAD 83)
 JU3352_MARKER: DS = TRIANGULATION STATION DISK
 JU3352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3352
 JU3352  HISTORY     - Date     Condition        Report By
 JU3352  HISTORY     - 1935     MONUMENTED       CGS
 JU3352  HISTORY     - 1950     GOOD             CGS
 JU3352  HISTORY     - 1970     MARK NOT FOUND   NGS
 JU3352  HISTORY     - 1974     SEE DESCRIPTION  NGS
 JU3352  HISTORY     - 1977     GOOD             NGS
 JU3352
 JU3352                          STATION DESCRIPTION
 JU3352
 JU3352'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU3352'SNAITH IS ABOUT 4.5 MILES SOUTH OF MILLVILLE, IN THE NORTHWEST
 JU3352'CORNER OF A CULTIVATED FIELD, ON THE FARM OWNED BY MR. BERT SNAITH.
 JU3352'8 PACES EAST OF THE CENTERLINE OF THE NORTH-SOUTH GRAVEL ROAD, 8
 JU3352'PACES SOUTH OF THE CENTERLINE OF THE EAST-WEST GRAVEL ROAD, 52.54
 JU3352'FEET EAST OF AN IRON SIGN PUBLIC HUNTING AND FISHING GROUNDS.
 JU3352'
 JU3352'TO REACH FROM CEDAR AND MAIN STREETS IN MILLVILLE, TURN LEFT ON
 JU3352'CEDAR STREET AND GO 0.25 MILE, BEAR LEFT ON MACADAM ROAD AND GO
 JU3352'1.2 MILES TO A Y-ROAD, BEAR LEFT ON MACADAM ROAD AND GO 4.1 MILES
 JU3352'TO A GRAVEL CROSS ROAD (WITH SIGNS READING MILLVILLE 5.4 MILES.
 JU3352'MAURICETOWN, 3.0 MILES), TURN RIGHT AND FOLLOW MAIN-TRAVELED
 JU3352'ROAD FOR 1.2 MILES TO A GRAVEL CROSS ROAD (4 MAIL BOXES ON THE
 JU3352'SOUTHWEST CORNER), TURN RIGHT AND GO 0.5 MILE TO THE STATION
 JU3352'SITE AT THE SOUTHEAST CORNER OF A CROSS ROAD.
 JU3352'
 JU3352'REFERENCE MARK NO. 1 IS 106.98 FEET (32.600 METERS) SOUTH-SOUTHWEST
 JU3352'OF THE STATION, 4 PACES WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 JU3352'GRAVEL ROAD AND ON THE EAST EDGE OF A THIN WOODS.  THE MARK
 JU3352'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 JU3352'
 JU3352'REFERENCE MARK NO. 2 IS 80.945 FEET (24.672 METERS) WEST OF THE
 JU3352'STATION, 5 PACES SOUTH OF THE CENTERLINE OF AN EAST-WEST GRAVEL
 JU3352'ROAD, 12 PACES WEST OF THE CENTERLINE OF A NORTH-SOUTH GRAVEL
 JU3352'ROAD, AND PROJECTS 3 INCHES.
 JU3352'
 JU3352'AZIMUTH MARK IS 0.20 MILE EAST OF THE STATION, 4-1/2 PACES
 JU3352'SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, 3-1/2 PACES EAST OF A
 JU3352'12-INCH POPLAR TREE, 5 PACES WEST OF A 10-INCH POPLAR TREE, AND
 JU3352'PROJECTS 3 INCHES.
 JU3352'
 JU3352'A 90-FOOT TOWER WILL CLEAR ALL LINES AT THIS STATION.
 JU3352'
 JU3352'NO PROMINENT OBJECTS WERE VISIBLE FROM THE GROUND.
 JU3352'
 JU3352'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 JU3352'COULD NOT BE MEASURED BECAUSE OF OBSTRUCTION.
 JU3352
 JU3352                          STATION RECOVERY (1950)
 JU3352
 JU3352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RGH)
 JU3352'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 JU3352'CONDITION.  DISTANCES TAPED TO REFERENCE MARKS 1 AND 2 WITH STEEL
 JU3352'TAPE AND FOUND TO BE CORRECT.
 JU3352'
 JU3352'ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT WITH THE FOLLOWING
 JU3352'EXCEPTION--AN IRON SIGN PUBLIC HUNTING AND FISHING GROUNDS IS NO
 JU3352'LONGER W OF THE STATION.  STATION IS LOCATED 4.5 MILES S OF
 JU3352'MILLVILLE.
 JU3352
 JU3352                          STATION RECOVERY (1970)
 JU3352
 JU3352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU3352'LOST.  THE STATION MARK, RM 2 AND AZIMUTH MARK WERE NOT FOUND AFTER
 JU3352'A THOROUGH SEARCH.  R.M. 1 WAS FOUND DESTROYED.  THE ROAD HAS
 JU3352'BEEN WIDENED AND ALL MARKS ARE BELIEVED TO BE DESTROYED.
 JU3352
 JU3352                          STATION RECOVERY (1974)
 JU3352
 JU3352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU3352'THE STATION SURFACE DISK AND REFERENCE MARK 2 WERE FOUND
 JU3352'DESTROYED.  REFERENCE MARK 1 WAS FOUND BROKEN AND UNDER THE
 JU3352'ROADWAY.  THE STATION SUB-SURFACE DISK WAS FOUND IN GOOD
 JU3352'CONDITION.  A SEARCH WAS MADE FOR THE AZIMUTH MARK AND NO EVIDENCE
 JU3352'OF IT WAS FOUND.  IT WAS BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 JU3352'A NEW STATION SURFACE DISK, REFERENCE MARKS 3, 4 AND 5 AZ WAS
 JU3352'ESTABLISHED AT THIS DATE.  THERE WAS A POLARIS AZIMUTH OBSERVED
 JU3352'TO ESTABLISH AN AZIMUTH TO REFERENCE MARK 5 AZ.
 JU3352'
 JU3352'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU3352'
 JU3352'THE STATION IS LOCATED 6 MILES NORTH OF PORT NORRIS, 5 MILES SOUTH
 JU3352'OF MILLVILLE AND 1-1/2 MILES SOUTHWEST OF BUCKSHUTEM.  IT IS
 JU3352'LOCATED ON HIGHWAY RIGHT-OF-WAY.
 JU3352'
 JU3352'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 47 AND 49 IN
 JU3352'MILLVILLE, GO WEST ON STATE HIGHWAY 49 FOR 0.2 MILE TO A
 JU3352'FORK.  KEEP LEFT AND GO SOUTHWEST ON STATE HIGHWAY 555 FOR 0.55
 JU3352'MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 555
 JU3352'FOR 1.2 MILES TO A FORK.  KEEP LEFT AND GO SOUTH ON A PAVED ROAD
 JU3352'FOR 2.7 MILES TO A REVERSE Y-FORK.  BEAR LEFT AND GO SOUTHEAST
 JU3352'AND SOUTH ON THE PAVED ROAD FOR 0.8 MILE TO A BRIDGE AT LAUREL
 JU3352'LAKE.  CONTINUE SOUTH ON THE PAVED ROAD FOR 0.8 MILE TO A
 JU3352'BRIDGE AT LAUREL LAKE.  CONTINUE SOUTH ON THE PAVED ROAD FOR
 JU3352'1.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A
 JU3352'PAVED ROAD FOR 1.45 MILES TO A CROSSROADS.  CONTINUE WEST ON
 JU3352'A DIRT ROAD FOR 0.3 MILE TO THE AZIMUTH MARK (RM 5) ON THE
 JU3352'RIGHT.  CONTINUE WEST ON THE DIRT ROAD FOR 0.25 MILE TO A
 JU3352'CROSSROADS AND THE STATION IN THE SOUTHEAST ANGLE OF THE
 JU3352'INTERSECTION.
 JU3352'
 JU3352'THE STATION MARK IS A STANDARD DISK STAMPED SNAITH 1935 1974.
 JU3352'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 JU3352'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 48 FEET EAST OF THE
 JU3352'CENTER OF THE NORTH-SOUTH ROAD, 29 FEET SOUTH OF THE EAST-WEST
 JU3352'ROAD, 4 FEET SOUTHWEST OF A 8-INCH PINE TREE WITH A LARGE BLAZE
 JU3352'ON THE SOUTH SIDE AND 3 FEET NORTH OF A WITNESS POST.
 JU3352'
 JU3352'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SNAITH NO 2 1935, SET
 JU3352'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 1-INCH
 JU3352'BELOW THE ROADWAY.  IT IS 81 FEET WEST OF THE WITNESS POST, 28
 JU3352'FEET WEST OF THE NORTH-SOUTH ROAD AND 22 FEET SOUTH OF THE
 JU3352'EAST-WEST ROAD.
 JU3352'
 JU3352'REFERENCE MARK 3 IS A STANDARD DISK STAMPED SNAITH 1935 NO 3
 JU3352'1974, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH
 JU3352'IS FLUSH WITH SURFACE OF THE GROUND.  IT IS 80.5 FEET WEST
 JU3352'OF THE WITNESS POST, 50 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 JU3352'ROAD AND 32 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 JU3352'ROAD.
 JU3352'
 JU3352'REFERENCE MARK 4 IS A STANDARD DISK STAMPED SNAITH 1935 NO 4
 JU3352'1974, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS
 JU3352'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 68.6 FEET NORTHWEST
 JU3352'OF THE WITNESS POST, 30 FEET NORTH OF THE CENTER OF THE EAST-WEST
 JU3352'ROAD AND 15 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD WHERE
 JU3352'IT ENTERS A FIELD TO THE NORTH.
 JU3352'
 JU3352'REFERENCE MARK 5 (AZ) IS A STANDARD DISK STAMPED SNAITH 1935 NO 5
 JU3352'1974 AZ, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT
 JU3352'WHICH PROJECTS 1-INCH.  IT IS 19.2 FEET NORTH OF THE CENTER OF THE
 JU3352'DIRT ROAD, 12 FEET SOUTHWEST OF A 10-INCH PINE TREE AND 1.7 FEET
 JU3352'NORTHWEST OF A WITNESS POST.
 JU3352'
 JU3352'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3352'1-1/2 MILES SOUTHWEST OF BUCKSHUTEM.
 JU3352
 JU3352                          STATION RECOVERY (1977)
 JU3352
 JU3352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JB)
 JU3352'THE STATION, RM 2, AND THE AZIMUTH MARK (RM 5) WERE RECOVERED IN GOOD
 JU3352'CONDITION AS DESCRIBED BY C. L. NOVAK IN 1974.  RM 3 AND RM 4 WERE
 JU3352'NOT SEARCHED FOR.
 JU3352'
 JU3352'EDM SNAITH TO RM 5= 1,139.81 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4119 ***********************************************************************
 KV4119  DESIGNATION -  SNAKE
 KV4119  PID         -  KV4119
 KV4119  STATE/COUNTY-  NJ/HUDSON
 KV4119  USGS QUAD   -  WEEHAWKEN (1995)
 KV4119
 KV4119                         *CURRENT SURVEY CONTROL
 KV4119  ___________________________________________________________________
 KV4119* NAD 83(1996)-  40 45 23.54289(N)    074 04 43.97124(W)     ADJUSTED  
 KV4119* NAVD 88     -        18.8    (meters)      62.     (feet)  GPS OBS   
 KV4119  ___________________________________________________________________
 KV4119  X           -   1,327,205.165 (meters)                     COMP
 KV4119  Y           -  -4,652,680.284 (meters)                     COMP
 KV4119  Z           -   4,141,972.144 (meters)                     COMP
 KV4119  LAPLACE CORR-           6.56  (seconds)                    DEFLEC99
 KV4119  ELLIP HEIGHT-         -13.20  (meters)          (10/23/02) GPS OBS
 KV4119  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KV4119
 KV4119  HORZ ORDER  -  FIRST
 KV4119  ELLP ORDER  -  FOURTH    CLASS I
 KV4119
 KV4119.The horizontal coordinates were established by GPS observations
 KV4119.and adjusted by the National Geodetic Survey in May 1999..
 KV4119
 KV4119.The orthometric height was determined by GPS observations and a
 KV4119.high-resolution geoid model.
 KV4119
 KV4119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4119
 KV4119.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4119
 KV4119.The ellipsoidal height was determined by GPS observations
 KV4119.and is referenced to NAD 83.
 KV4119
 KV4119.The geoid height was determined by GEOID03.
 KV4119
 KV4119;                    North         East     Units Scale Factor Converg.
 KV4119;SPC NJ       -   213,598.932   185,557.476   MT  0.99991556   +0 16 29.7
 KV4119;SPC NJ       -   700,782.50    608,783.15   sFT  0.99991556   +0 16 29.7
 KV4119;SPC NY E     -   213,598.932   185,557.476   MT  0.99991556   +0 16 29.7
 KV4119;SPC NY E     -   700,782.50    608,783.15   sFT  0.99991556   +0 16 29.7
 KV4119;SPC NY L     -    65,506.024   293,339.007   MT  0.99999623   -0 03 05.7
 KV4119;SPC NY L     -   214,914.35    962,396.39   sFT  0.99999623   -0 03 05.7
 KV4119;UTM  18      - 4,512,139.275   577,752.377   MT  0.99967441   +0 36 05.0
 KV4119
 KV4119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4119!SPC NJ       -   1.00000207  x   0.99991556  =   0.99991763
 KV4119!SPC NY E     -   1.00000207  x   0.99991556  =   0.99991763
 KV4119!SPC NY L     -   1.00000207  x   0.99999623  =   0.99999830
 KV4119!UTM  18      -   1.00000207  x   0.99967441  =   0.99967648
 KV4119
 KV4119:                Primary Azimuth Mark                     Grid Az
 KV4119:SPC NJ       -  CARLSTADT WRH N RADIO TOWER              012 08 49.8
 KV4119:SPC NY E     -  CARLSTADT WRH N RADIO TOWER              012 08 49.8
 KV4119:SPC NY L     -  CARLSTADT WRH N RADIO TOWER              012 28 25.2
 KV4119:UTM  18      -  CARLSTADT WRH N RADIO TOWER              011 49 14.5
 KV4119
 KV4119|---------------------------------------------------------------------|
 KV4119| PID    Reference Object                     Distance      Geod. Az  |
 KV4119|                                                           dddmmss.s |
 KV4119| KV4092 CARLSTADT WRH N RADIO TOWER         APPROX. 6.2 KM 0122519.5 |
 KV4119| KV4057 CARLSTADT WRH S RADIO TOWER         APPROX. 6.1 KM 0135752.1 |
 KV4119| KV4101 SECAUCUS ERIE RR TERMINAL CHIM      APPROX. 1.3 KM 0191257.6 |
 KV4119| KV4102 SECAUCUS HUDSON MENT HOSP CHIM      APPROX. 3.4 KM 0271649.0 |
 KV4119| CB6392 SNAKE RM 2                           27.720 METERS 05902     |
 KV4119| KV4263 JERSEY CITY BRUNSWK LAUND CHIM      APPROX. 2.4 KM 1480150.5 |
 KV4119| KV4278 JERSEY CITY GAS ELEC E CHIMNEY      APPROX. 1.3 KM 1555839.1 |
 KV4119| KV4251 JERSEY CITY GAS ELEC W CHIMNEY      APPROX. 1.3 KM 1585255.1 |
 KV4119| CB6391 SNAKE RM 1                           13.410 METERS 16713     |
 KV4119| KV4285 KEARNY KOPPERS PLANT SLEN CHIM      APPROX. 1.3 KM 1781509.8 |
 KV4119| KV4282 KEARNY KOPPERS PLANT E CHIM         APPROX. 1.2 KM 1790254.4 |
 KV4119| KV4283 KEARNY KOPPERS PLANT W CHIM         APPROX. 1.2 KM 1793640.5 |
 KV4119| KV4279 KEARNY KOPPERS PLANT NW CHIM        APPROX. 1.3 KM 1871908.4 |
 KV4119| KV4286 KEARNY PRR MEADOW SHOPS CHIM        APPROX. 2.2 KM 2321713.4 |
 KV4119| KV4252 KEARNY EMARK CHIMNEY                APPROX. 1.9 KM 2430242.5 |
 KV4119| KV4127 KEARNY MARTIN DENNIS CHEM CHIM      APPROX. 1.7 KM 2502206.3 |
 KV4119| KV4128 KEARNY MARTIN DENNIS CHEM TANK      APPROX. 1.7 KM 2502812.9 |
 KV4119| KV4118 KEARNY WLWL WEST RADIO TOWER        APPROX. 2.8 KM 2715719.1 |
 KV4119| KV4116 KEARNY WLWL EAST RADIO TOWER        APPROX. 2.7 KM 2723528.6 |
 KV4119| KV4111 SECAUCUS TB HOSP PWRHSE SW CHY      APPROX. 0.7 KM 2911623.9 |
 KV4119| KV4109 SECAUCUS TB HOSP PWRHSE NE CHY      APPROX. 0.7 KM 2950657.9 |
 KV4119| KV4094 SECAUCUS HOSP CONTAG DISE CHIM      APPROX. 0.5 KM 3034852.2 |
 KV4119| KV4098 SECAUCUS HUDSON GEN HOSP CHIM       APPROX. 0.9 KM 3150843.1 |
 KV4119| KV4062 KINGSLAND LACKAWANNA RR TANK        APPROX. 5.9 KM 3274016.7 |
 KV4119| KV4064 KINGSLAND LACKAWANNA RR CHIM        APPROX. 5.8 KM 3283232.6 |
 KV4119| KV4014 HACKENSACK R LACKAWANNA RR STK      APPROX. 2.6 KM 3390950.9 |
 KV4119|---------------------------------------------------------------------|
 KV4119
 KV4119                          SUPERSEDED SURVEY CONTROL
 KV4119
 KV4119  ELLIP H (05/14/99)  -13.19   (m)                       GP(       ) 4 1
 KV4119  NAD 83(1996)-  40 45 23.54277(N)    074 04 43.97132(W) AD(       ) 1
 KV4119  NAD 83(1996)-  40 45 23.54150(N)    074 04 43.97269(W) AD(       ) 1
 KV4119  NAD 83(1992)-  40 45 23.54067(N)    074 04 43.97376(W) AD(       ) 1
 KV4119  NAD 83(1986)-  40 45 23.54092(N)    074 04 43.97369(W) AD(       ) 1
 KV4119  NAD 83(1986)-  40 45 23.54340(N)    074 04 43.97315(W) AD(       ) 2
 KV4119  NAD 27      -  40 45 23.18000(N)    074 04 45.46100(W) AD(       ) 2
 KV4119
 KV4119.Superseded values are not recommended for survey control.
 KV4119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4119.See file dsdata.txt to determine how the superseded data were derived.
 KV4119
 KV4119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7775212139(NAD 83)
 KV4119_MARKER: DS = TRIANGULATION STATION DISK
 KV4119_SETTING: 66 = SET IN ROCK OUTCROP
 KV4119_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KV4119_STAMPING: SNAKE 1932
 KV4119_MARK LOGO: CGS   
 KV4119_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV4119+STABILITY: POSITION/ELEVATION WELL
 KV4119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4119+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2002
 KV4119
 KV4119  HISTORY     - Date     Condition        Report By
 KV4119  HISTORY     - 1932     MONUMENTED       CGS
 KV4119  HISTORY     - 1932     GOOD             CGS
 KV4119  HISTORY     - 1934     GOOD             CGS
 KV4119  HISTORY     - 19920211 GOOD             NJGS
 KV4119  HISTORY     - 20020929 GOOD             JCLS
 KV4119
 KV4119                          STATION DESCRIPTION
 KV4119
 KV4119'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4119'THIS STATION IS ON THE E SIDE OF THE HACKENSACK RIVER, IN
 KV4119'SECAUCUS APPROXIMATELY 525 METERS N OF THE JUNCTURE OF PENHORN
 KV4119'CREEK AND THE RIVER, 350 METERS NORMAL TO THE MAIN LINE OF THE
 KV4119'PENNSYLVANIA RAILROAD IN A SE DIRECTION, AND 300 METERS NORMAL
 KV4119'TO THE ERIE RAILROAD (GREENWOOD LAKE DIVISION) IN A NE
 KV4119'DIRECTION.  IT IS ATOP AN OUTCROPPING ROCK FORMATION (RISING
 KV4119'APPROXIMATELY 50 FEET ABOVE THE MARSH AND KNOWN AS LITTLE SNAKE
 KV4119'HILL) APPROXIMATELY 9 METERS SW OF THE S END OF A LARGE COCA
 KV4119'COLA SIGN WHICH IDENTIFIES THE HILL.
 KV4119'
 KV4119'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION
 KV4119'DISK STAMPED SNAKE 1932 CEMENTED IN A DRILL HOLE IN THE ROCK.
 KV4119'
 KV4119'TWO STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE SIMILARLY
 KV4119'PLACED AS FOLLOWS--NO.1 TO NORTHWARD AND NO.2 TO THE EASTWARD ON
 KV4119'THE SAME ROCK.
 KV4119'
 KV4119'THERE IS SUFFICIENT ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD
 KV4119'SET-UPS ON THE ROCK.
 KV4119'
 KV4119'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 METERS.
 KV4119
 KV4119                          STATION RECOVERY (1932)
 KV4119
 KV4119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 KV4119'RECOVERED IN GOOD CONDITION.
 KV4119
 KV4119                          STATION RECOVERY (1934)
 KV4119
 KV4119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4119'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV4119
 KV4119                          STATION RECOVERY (1992)
 KV4119
 KV4119'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV4119'THE STATION IS LOCATED IN THE TOWN OF SECAUCUS ON THE GROUNDS OF THE
 KV4119'PUBLIC SERVICE ELECTRIC AND GAS COMPANY HUDSON GENERATING STATION AND
 KV4119'SET IN ROCK OUTCROPPING AT THE NORTHWEST CORNER OF AN AREA KNOWN AS
 KV4119'LITTLE SNAKE HILL.  PERMISSION TO OCCUPY THE STATION SHOULD BE
 KV4119'OBTAINED FROM MR. JOHN T. D AMBROSIO, SHIFT SUPERVISOR, PHONE  201
 KV4119'217 3623, WHO REQUESTS ADVANCE NOTICE IN THE FORM OF A PHONE CALL TO
 KV4119'HIS OFFICE, SO THAT HIS PERSONNEL WILL BE READY TO ASSIST IN THE
 KV4119'UNLOCKING OF SEVERAL GATES IN ORDER TO REACH THE STATION.  TO REACH
 KV4119'THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 1 AND 9 AND COUNTY
 KV4119'ROAD IN THE CITY OF JERSEY CITY, GO NORTHWEST ON COUNTY ROAD FOR 1.3
 KV4119'MI (2.1 KM) TO THE TEE INTERSECTION WITH NEW COUNTY ROAD.  TURN LEFT
 KV4119'ON NEW COUNTY ROAD AND GO SOUTHWEST FOR 0.45 MI (0.72 KM) TO A
 KV4119'RAILROAD GRADE CROSSING AND A DIRT ACCESS ROAD.  TURN LEFT ON THE
 KV4119'DIRT ACCESS ROAD, WHICH TRAVELS PARALLEL TO THE RAILROAD AND GO
 KV4119'SOUTHEAST FOR 0.2 MI (0.3 KM) PASSING UNDER THE NEW JERSEY TURNPIKE,
 KV4119'TO A DIRT ACCESS ROAD ON THE RIGHT.   TURN RIGHT AND GO SOUTHWEST FOR
 KV4119'0.05 MI (0.08 KM) TO A LOCKED GATE, NUMBER 15.  PASS THROUGH THE GATE
 KV4119'AND CONTINUE AHEAD FOR 0.5 MI (0.8 KM) TO A PATH ON THE RIGHT LEADING
 KV4119'TO THE TOP OF THE HILL. CONTINUE AHEAD TO LITTLE SNAKE HILL AND THE
 KV4119'STATION AT THE TOP OF THE NORTHWEST CORNER ABOUT 9.0 M (29.5 FT)
 KV4119'NORTHWEST FROM THE SOUTH END OF THE RUSTED REMAINS OF A LARGE SIGN.
 KV4119'THE STATION, STAMPED SNAKE 1932, IS A STANDARD TRIANGULATION STATION
 KV4119'DISK, WITH THE TRIANGLE CENTER PUNCHED. REFERENCE MARKS 1 AND 2 WERE
 KV4119'ALSO RECOVERED AT THIS TIME. NO MEASUREMENTS WERE TAKEN.
 KV4119
 KV4119                          STATION RECOVERY (2002)
 KV4119
 KV4119'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 KV4119'TREES HAVE GROWN AND NOW OBSCURE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5786 ***********************************************************************
 KV5786  DESIGNATION -  SNAKE
 KV5786  PID         -  KV5786
 KV5786  STATE/COUNTY-  NJ/MORRIS
 KV5786  USGS QUAD   -  DOVER (1981)
 KV5786
 KV5786                         *CURRENT SURVEY CONTROL
 KV5786  ___________________________________________________________________
 KV5786* NAD 83(1996)-  40 53 28.14451(N)    074 30 14.23132(W)     ADJUSTED  
 KV5786* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 KV5786  ___________________________________________________________________
 KV5786  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 KV5786  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KV5786
 KV5786  HORZ ORDER  -  SECOND
 KV5786
 KV5786.The horizontal coordinates were established by classical geodetic methods
 KV5786.and adjusted by the National Geodetic Survey in September 1999..
 KV5786
 KV5786.The orthometric height was scaled from a topographic map.
 KV5786
 KV5786.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5786
 KV5786.The geoid height was determined by GEOID03.
 KV5786
 KV5786;                    North         East     Units Scale Factor Converg.
 KV5786;SPC NJ       -   228,460.817   149,666.888   MT  0.99990000   -0 00 09.3
 KV5786;SPC NJ       -   749,541.86    491,032.12   sFT  0.99990000   -0 00 09.3
 KV5786;UTM  18      - 4,526,792.348   541,786.932   MT  0.99962149   +0 19 29.0
 KV5786
 KV5786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5786!SPC NJ       -   0.99996689  x   0.99990000  =   0.99986689
 KV5786!UTM  18      -   0.99996689  x   0.99962149  =   0.99958839
 KV5786
 KV5786|---------------------------------------------------------------------|
 KV5786| PID    Reference Object                     Distance      Geod. Az  |
 KV5786|                                                           dddmmss.s |
 KV5786| CB6393 SNAKE RM 1                           17.245 METERS 03301     |
 KV5786| KV4911 WATNONG 2                           APPROX. 4.8 KM 1695454.7 |
 KV5786| CB6394 SNAKE RM 2                           14.395 METERS 29228     |
 KV5786|---------------------------------------------------------------------|
 KV5786
 KV5786                          SUPERSEDED SURVEY CONTROL
 KV5786
 KV5786  NAD 83(1986)-  40 53 28.14344(N)    074 30 14.23208(W) AD(       ) 2
 KV5786  NAD 27      -  40 53 27.78900(N)    074 30 15.67100(W) AD(       ) 2
 KV5786
 KV5786.Superseded values are not recommended for survey control.
 KV5786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5786.See file dsdata.txt to determine how the superseded data were derived.
 KV5786
 KV5786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4178726792(NAD 83)
 KV5786_MARKER: DS = TRIANGULATION STATION DISK
 KV5786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5786_SP_SET: CONCRETE POST
 KV5786_STAMPING: SNAKE 1935
 KV5786_MARK LOGO: CGS   
 KV5786_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5786+STABILITY: SURFACE MOTION
 KV5786_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5786+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2006
 KV5786
 KV5786  HISTORY     - Date     Condition        Report By
 KV5786  HISTORY     - 1935     MONUMENTED       CGS
 KV5786  HISTORY     - 1935     GOOD             CGS
 KV5786  HISTORY     - 1938     GOOD             NJDCED
 KV5786  HISTORY     - 19910703 GOOD             NJGS
 KV5786  HISTORY     - 20060409 GOOD             GEOCAC
 KV5786
 KV5786                          STATION DESCRIPTION
 KV5786
 KV5786'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5786'STATION IS LOCATED ON THE TOP OF SNAKE HILL NEAR THE S CITY
 KV5786'LIMITS OF ROCKAWAY, N.J., ON THE ESTATE OF E.K. JONES, ABOUT
 KV5786'0.5 MILE ALONG HILLSIDE AVENUE FROM ROUTE 6, 2 PACES N OF TWIN
 KV5786'STUMPS, 4 PACES ENE OF 16-INCH OAK WITH ATTACHED STUMP, 6 PACES
 KV5786'W OF THE WOOD ROAD (HILLSIDE AVENUE) AND ABOUT 90 FEET N OF THE
 KV5786'N EDGE OF CULTIVATED LAND ON THE S SIDE OF THE HILL.
 KV5786'
 KV5786'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 KV5786'IN CONCRETE AS DESCRIBED IN NOTES 1A AND 7A.
 KV5786'
 KV5786'REFERENCE MARK NO.1 IS 9 PACES SW OF A 12-INCH OAK AND 2 PACES
 KV5786'E OF THE CENTER LINE OF WOOD ROAD.  THE STANDARD BRONZE DISK IS
 KV5786'SET IN A LARGE BOULDER FLUSH WITH THE SURFACE OF THE BOULDER.
 KV5786'
 KV5786'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN AN
 KV5786'OUTCROPPING BEDROCK FLUSH WITH THE SURFACE OF THE ROCK.
 KV5786'
 KV5786'NO AZIMUTH MARK WAS SET AT THIS STATION, BUT THE SPIRE ON A
 KV5786'WHITE CHURCH IN ROCKAWAY IS VISIBLE FROM THE GROUND WITH A
 KV5786'LITTLE CLEARING.
 KV5786'
 KV5786'STATION SURVEY MONUMENT NO.2311 IS ABOUT 0.5 MILE NW OF THE
 KV5786'STATION, 7 PACES NNW OF THE CENTER LINE OF ROUTE 6, 2 PACES ENE
 KV5786'OF POLE NO. RYB 573 AND 50 FEET W OF A GASOLINE STATION.  THE
 KV5786'MARK IS A STATE SURVEY DISK SET IN THE TOP OF AN 8-INCH
 KV5786'CYLINDER OF CONCRETE SET FLUSH WITH THE GROUND.
 KV5786'
 KV5786'TO REACH THE STATION START AT THE INTERSECTION OF HILLSIDE
 KV5786'AVENUE AND ROUTE 6.  THIS INTERSECTION IS WHERE A POWER LINE
 KV5786'CROSSES ROUTE 6 AND IS NEAR ART DANIELS TAXIDERMIST
 KV5786'SHOP.  DRIVE UP HILLSIDE AVENUE AND ITS EXTENSION FOLLOWING THE
 KV5786'POWER LINE FOR ABOUT 0.5 MILE TO THE TOP OF THE HILL AND THE
 KV5786'STATION ON THE RIGHT.
 KV5786'
 KV5786'A 64-FOOT TOWER WILL CLEAR ALL LINES OBSERVED FROM THIS STATION.
 KV5786
 KV5786                          STATION RECOVERY (1935)
 KV5786
 KV5786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 KV5786'RECOVERED IN GOOD CONDITION.
 KV5786
 KV5786                          STATION RECOVERY (1938)
 KV5786
 KV5786'RECOVERY NOTE BY NJ CONS AND ECON DEV 1938
 KV5786'STATION RECOVERED AS DESCRIBED.
 KV5786
 KV5786                          STATION RECOVERY (1991)
 KV5786
 KV5786'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5786'THE STATION IS LOCATED NEAR THE SOUTH EDGE OF THE BOROUGH OF ROCKAWAY
 KV5786'IN MORRIS COUNTY ON THE TOP OF A HILL KNOWN AS SNAKE HILL.  TO REACH
 KV5786'THE STATION FROM THE END OF THE EXIT RAMP FROM INTERSTATE HIGHWAY 80
 KV5786'EASTBOUND ONTO U.S. HIGHWAY 46 EASTBOUND IN THE TOWN OF DENVILLE, GO
 KV5786'WEST ON U.S. HIGHWAY 46 FOR 0.75 MI (1.21 KM) TO HILLSIDE AVENUE ON
 KV5786'THE LEFT.  TURN LEFT ON HILLSIDE AVENUE AND GO 0.25 MI (0.40 KM) TO A
 KV5786'CUL DE SAC AT THE END OF THE ROAD.  FROM THE END OF THE CUL DE SAC,
 KV5786'GO UPHILL FOR 0.05 MI (0.08 KM) ON A PAVED ROAD LEADING TO AN
 KV5786'APARTMENT COMPLEX PARKING LOT AND THE END OF TRUCK TRAVEL. PACK
 KV5786'UPHILL ON A DIRT TRAIL IN A SOUTHWESTERLY DIRECTION FOR 0.5 MI
 KV5786'(0.8 KM) TO THE TOP OF THE HILL AND A WATER COMPANY STANDPIPE AT THE
 KV5786'EDGE OF A CLEARING AND THE STATION, JUST SOUTHWEST OF THE SOUTHWEST
 KV5786'CORNER OF THE CHAIN LINK FENCE SURROUNDING THE STANDPIPE. THE STATION
 KV5786'IS 10.4 M (34.1 FT) WEST FROM THE SOUTHWEST CORNER OF THE FENCE
 KV5786'SURROUNDING THE STANDPIPE, 16.8 M (55.1 FT) SOUTH FROM THE NORTHWEST
 KV5786'CORNER OF THE FENCE SURROUNDING THE STANDPIPE AND 3.0 M (9.8 FT)
 KV5786'NORTHWEST FROM THE TRAIL LEADING DOWN THE HILL.  THE STATION, STAMPED
 KV5786'SNAKE 1935, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 KV5786'PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND.  THE REFERENCE MARKS WERE
 KV5786'NOT SEARCHED FOR.
 KV5786
 KV5786                          STATION RECOVERY (2006)
 KV5786
 KV5786'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV5786'FOUND USING 1991 DIRECTIONS.  RM2 LOCATED AT N 40 50.475 W 074 90.243.
 KV5786'RM1 SEARCHED FOR, BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2573 ***********************************************************************
 JU2573  DESIGNATION -  SNOW
 JU2573  PID         -  JU2573
 JU2573  STATE/COUNTY-  NJ/SALEM
 JU2573  USGS QUAD   -  PENNS GROVE (1995)
 JU2573
 JU2573                         *CURRENT SURVEY CONTROL
 JU2573  ___________________________________________________________________
 JU2573* NAD 83(1996)-  39 44 03.87762(N)    075 28 41.38720(W)     ADJUSTED  
 JU2573* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 JU2573  ___________________________________________________________________
 JU2573  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 JU2573  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU2573
 JU2573  HORZ ORDER  -  THIRD
 JU2573
 JU2573.The horizontal coordinates were established by classical geodetic methods
 JU2573.and adjusted by the National Geodetic Survey in September 1999..
 JU2573
 JU2573.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2573
 JU2573.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2573
 JU2573.The geoid height was determined by GEOID03.
 JU2573
 JU2573;                    North         East     Units Scale Factor Converg.
 JU2573;SPC NJ       -   100,485.918    66,155.800   MT  0.99998652   -0 37 31.1
 JU2573;SPC NJ       -   329,677.55    217,046.15   sFT  0.99998652   -0 37 31.1
 JU2573;SPC DE       -   192,542.896   194,728.319   MT  0.99999534   -0 02 21.5
 JU2573;SPC DE       -   631,701.15    638,871.16   sFT  0.99999534   -0 02 21.5
 JU2573;UTM  18      - 4,398,389.346   459,026.363   MT  0.99962067   -0 18 20.4
 JU2573
 JU2573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2573!SPC NJ       -   1.00000483  x   0.99998652  =   0.99999135
 JU2573!SPC DE       -   1.00000483  x   0.99999534  =   1.00000017
 JU2573!UTM  18      -   1.00000483  x   0.99962067  =   0.99962550
 JU2573
 JU2573                          SUPERSEDED SURVEY CONTROL
 JU2573
 JU2573  NAD 83(1991)-  39 44 03.87791(N)    075 28 41.38723(W) AD(       ) 3
 JU2573  NAD 83(1986)-  39 44 03.87519(N)    075 28 41.39252(W) AD(       ) 3
 JU2573  NGVD 29 (06/08/88)    2.5    (m)            8.     (f) VERT ANG       
 JU2573
 JU2573.Superseded values are not recommended for survey control.
 JU2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2573.See file dsdata.txt to determine how the superseded data were derived.
 JU2573
 JU2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5902698389(NAD 83)
 JU2573_MARKER: DD = SURVEY DISK
 JU2573_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU2573_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2573+STABILITY: SURFACE MOTION
 JU2573
 JU2573  HISTORY     - Date     Condition        Report By
 JU2573  HISTORY     - 1982     MONUMENTED       NOS
 JU2573
 JU2573                          STATION DESCRIPTION
 JU2573
 JU2573'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU2573'THE STATION IS LOCATED IN THE TOWN OF PENNS GROVE AT THE END
 JU2573'OF THE OLD FERRY DOCK LANDING AT THE END OF THE EXTENSION OF
 JU2573'MAIN STREET.
 JU2573'
 JU2573'TO REACH THE STATION FROM THE JUNCTION OF US 130 (VIRGINIA
 JU2573'AVENUE) AND NJ 48 (MAIN STREET) IN PENNS GROVE, GO WEST ON
 JU2573'MAIN STREET TO ITS END AT A FENCE AND THE OLD FERRY DOCK.
 JU2573'WALK WEST TO THE END OF THE LANDING TO THE STATION ON THE
 JU2573'CONCRETE LEDGE INSIDE THE CENTER OF THREE FERRY SLIPS.
 JU2573'
 JU2573'THE STATION IS A STANDARD NOS DISK
 JU2573'STAMPED---SNOW 1982---,
 JU2573'SET INTO THE TOP OF THE CONCRETE LEDGE SURROUNDING THE
 JU2573'FERRY SLIP.  IT IS LOCATED
 JU2573'120.41 METERS (36.7 FT) NORTHEAST FROM THE OUTER SOUTHERN
 JU2573'CORNER OF THE FERRY SLIP,
 JU2573'116.93 METERS (35.64 FT) SOUTHEAST FROM A PK NAIL CALLED SNOW RM
 JU2573'1 IN THE OUTER NORTHERN CORNER OF THE FERRY SLIP,
 JU2573'24.934 METERS (7.60 FT) NORTH FROM THE INNER SOUTHERN
 JU2573'CORNER OF THE FERRY SLIP, AND
 JU2573'17.45 METERS (5.32 FT) SOUTH FROM THE INNER NORTHERN CORNER OF
 JU2573'THE FERRY SLIP.
 JU2573'
 JU2573'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.81 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2853 ***********************************************************************
 JU2853  DESIGNATION -  SOM
 JU2853  PID         -  JU2853
 JU2853  STATE/COUNTY-  NJ/ATLANTIC
 JU2853  USGS QUAD   -  OCEAN CITY (1994)
 JU2853
 JU2853                         *CURRENT SURVEY CONTROL
 JU2853  ___________________________________________________________________
 JU2853* NAD 83(1996)-  39 18 45.93546(N)    074 35 48.21871(W)     ADJUSTED  
 JU2853* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 JU2853  ___________________________________________________________________
 JU2853  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 JU2853  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 JU2853
 JU2853  HORZ ORDER  -  THIRD
 JU2853
 JU2853.The horizontal coordinates were established by classical geodetic methods
 JU2853.and adjusted by the National Geodetic Survey in September 1999..
 JU2853
 JU2853.The orthometric height was scaled from a topographic map.
 JU2853
 JU2853.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2853
 JU2853.The geoid height was determined by GEOID03.
 JU2853
 JU2853;                    North         East     Units Scale Factor Converg.
 JU2853;SPC NJ       -    53,223.573   141,658.699   MT  0.99990086   -0 03 40.6
 JU2853;SPC NJ       -   174,617.67    464,758.58   sFT  0.99990086   -0 03 40.6
 JU2853;UTM  18      - 4,351,562.329   534,765.882   MT  0.99961488   +0 15 19.8
 JU2853
 JU2853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2853!SPC NJ       -   1.00000374  x   0.99990086  =   0.99990459
 JU2853!UTM  18      -   1.00000374  x   0.99961488  =   0.99961861
 JU2853
 JU2853:                Primary Azimuth Mark                     Grid Az
 JU2853:SPC NJ       -  NW BRIDGE TENDERS HOUSE                  113 58 45.5
 JU2853:UTM  18      -  NW BRIDGE TENDERS HOUSE                  113 39 45.1
 JU2853
 JU2853|---------------------------------------------------------------------|
 JU2853| PID    Reference Object                     Distance      Geod. Az  |
 JU2853|                                                           dddmmss.s |
 JU2853| JU2859 NW BRIDGE TENDERS HOUSE             APPROX. 3.8 KM 1135504.9 |
 JU2853| AJ8719 SOM RM 1                                           16754     |
 JU2853| CB3056 SOM RM 2                                           21543     |
 JU2853| JU2870 BEESLEYS POINT WATER TANK           APPROX. 4.0 KM 2250525.5 |
 JU2853| JU2868 JOBS POINT WINDMILL                 APPROX. 3.5 KM 2603827.8 |
 JU2853|---------------------------------------------------------------------|
 JU2853
 JU2853                          SUPERSEDED SURVEY CONTROL
 JU2853
 JU2853  NAD 83(1986)-  39 18 45.92193(N)    074 35 48.21670(W) AD(       ) 3
 JU2853  NAD 27      -  39 18 45.50500(N)    074 35 49.65700(W) AD(       ) 3
 JU2853
 JU2853.Superseded values are not recommended for survey control.
 JU2853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2853.See file dsdata.txt to determine how the superseded data were derived.
 JU2853
 JU2853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3476651562(NAD 83)
 JU2853_MARKER: DS = TRIANGULATION STATION DISK
 JU2853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2853
 JU2853  HISTORY     - Date     Condition        Report By
 JU2853  HISTORY     - 1935     MONUMENTED       CGS
 JU2853  HISTORY     - 1950     GOOD             CGS
 JU2853
 JU2853                          STATION DESCRIPTION
 JU2853
 JU2853'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2853'STATION IS LOCATED ON TOP OF THE HOSE DRYING TOWER IN THE REAR
 JU2853'OF THE CITY HALL BUILDING IN SOMERS POINT, N.J. AT THE SW CORNER
 JU2853'OF SHORE ROAD AND NEW JERSEY AVENUE.  THE STATION MARK IS 52.5
 JU2853'FEET ABOVE THE LEVEL OF THE CONCRETE FLOOR IN THE
 JU2853'TOWER.  MONUMENT IS ATTACHED TO THE ROOF WITH SPIKES.
 JU2853'
 JU2853'STATION MARK IS STANDARD BRONZE DISK SET IN CONCRETE AS
 JU2853'DESCRIBED IN NOTE 1A.  REFERENCE MARKS ARE STANDARD BRONZE DISKS
 JU2853'SET IN CONCRETE AS DESCRIBED IN NOTE 11A EXCEPT CONCRETE
 JU2853'MONUMENTS WERE FASTENED TO THE UPPER END OF 2 X 4 PILES DRIVEN
 JU2853'INTO THE GROUND.
 JU2853'
 JU2853'REFERENCE MARK NO.1 IS LOCATED 1.75 FEET FROM WIRE FENCE TO
 JU2853'THE S, 15.15 FEET FROM 2-INCH PIPE POST AT EASTERN END OF FENCE
 JU2853'LINE, 18.60 FEET FROM NEAR EDGE OF SIDEWALK, 25.95 FEET FROM
 JU2853'COPING ON NEAR EDGE OF SHORE ROAD AND 55.10 FEET FROM FAR SIDE
 JU2853'OF SHORE ROAD, 100.5 FEET FROM SE CORNER OF CITY HALL BUILDING.
 JU2853'
 JU2853'REFERENCE MARK NO. 2 IS 2.1 FEET FROM WIRE FENCE, 36.1 FEET
 JU2853'FROM 2-INCH PIPE POST AT WESTERN END OF FENCE, 64.0 FEET FROM
 JU2853'CENTER LINE OF GRAVEL ROAD TO WESTWARD, 101.0 FEET FROM SW
 JU2853'CORNER OF CITY HALL BUILDING.  ALL DISKS ARE STAMPED SOM
 JU2853'1935.  REFERENCE MARKS STAMPED 1 AND 2 RESPECTIVELY.
 JU2853'
 JU2853'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JU2853
 JU2853                          STATION RECOVERY (1950)
 JU2853
 JU2853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2853'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 JU2853'CONDITION.  THE DISTANCE FROM REFERENCE MARK 1 TO REFERENCE MARK
 JU2853'2 WAS MEASURED WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE
 JU2853'PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ8719 ***********************************************************************
 AJ8719  DESIGNATION -  SOM RM 1
 AJ8719  PID         -  AJ8719
 AJ8719  STATE/COUNTY-  NJ/ATLANTIC
 AJ8719  USGS QUAD   -  OCEAN CITY (1994)
 AJ8719
 AJ8719                         *CURRENT SURVEY CONTROL
 AJ8719  ___________________________________________________________________
 AJ8719* NAD 83(1986)-  39 18 46.     (N)    074 35 48.     (W)     SCALED    
 AJ8719* NAVD 88     -         9.943  (meters)      32.62   (feet)  ADJUSTED  
 AJ8719  ___________________________________________________________________
 AJ8719  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 AJ8719  DYNAMIC HT  -           9.938 (meters)      32.60  (feet)  COMP
 AJ8719  MODELED GRAV-     980,104.4   (mgal)                       NAVD 88
 AJ8719
 AJ8719  VERT ORDER  -  FIRST     CLASS II
 AJ8719
 AJ8719.The horizontal coordinates were scaled from a topographic map and have
 AJ8719.an estimated accuracy of +/- 6 seconds.
 AJ8719
 AJ8719.The orthometric height was determined by differential leveling
 AJ8719.and adjusted by the National Geodetic Survey in March 2005..
 AJ8719
 AJ8719.The geoid height was determined by GEOID03.
 AJ8719
 AJ8719.The dynamic height is computed by dividing the NAVD 88
 AJ8719.geopotential number by the normal gravity value computed on the
 AJ8719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8719.degrees latitude (g = 980.6199 gals.).
 AJ8719
 AJ8719.The modeled gravity was interpolated from observed gravity values.
 AJ8719
 AJ8719;                    North         East    Units  Estimated Accuracy
 AJ8719;SPC NJ       -    53,230.      141,660.      MT  (+/- 180 meters Scaled)
 AJ8719
 AJ8719                          SUPERSEDED SURVEY CONTROL
 AJ8719
 AJ8719.No superseded survey control is available for this station.
 AJ8719
 AJ8719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ347515(NAD 83)
 AJ8719_MARKER: DR = REFERENCE MARK DISK
 AJ8719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8719_STAMPING: SOM 1 1935
 AJ8719_MARK LOGO: CGS   
 AJ8719_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8719+STABILITY: SURFACE MOTION
 AJ8719_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ8719+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2000
 AJ8719
 AJ8719  HISTORY     - Date     Condition        Report By
 AJ8719  HISTORY     - 1935     MONUMENTED       CGS
 AJ8719  HISTORY     - 20000828 GOOD             NJGS
 AJ8719
 AJ8719                          STATION DESCRIPTION
 AJ8719
 AJ8719'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AJ8719'THE STATION IS LOCATED IN THE CITY OF SOMERS POINT ON THE GROUNDS OF
 AJ8719'THE OLD CITY HALL.  TO REACH THE STATION FROM THE SOMERS POINT CIRCLE
 AJ8719'GO 0.35 MI (0.56 KM) NORTHEAST ON SHORE ROAD TO THE STATION ON THE
 AJ8719'LEFT.  THE STATION IS 7.8 M (25.6 FT) NORTHWEST FROM THE NORTHWEST
 AJ8719'CURB OF SHORE ROAD, 0.15 M (0.49 FT) NORTHEAST FROM A 1 M (3.3 FT)
 AJ8719'HIGH CINDER BLOCK WALL, 5.05 M (16.57 FT) EAST FROM THE EAST CORNER OF
 AJ8719'A 2.5 STORY FRAME HOUSE NUMBER 811, 30.7 M (100.7 FT) SOUTHWEST FROM
 AJ8719'THE SOUTHWEST CORNER OF OLD CITY HALL, 16.5 M (54.1 FT) SOUTHWEST FROM
 AJ8719'THE CENTER OF OLD WARS MEMORIAL MONUMENT.  SET 0.3 M (1.0 FT) BELOW
 AJ8719'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5889 ***********************************************************************
 KV5889  DESIGNATION -  SOMERVILLE 1
 KV5889  PID         -  KV5889
 KV5889  STATE/COUNTY-  NJ/SOMERSET
 KV5889  USGS QUAD   -  GLADSTONE (1995)
 KV5889
 KV5889                         *CURRENT SURVEY CONTROL
 KV5889  ___________________________________________________________________
 KV5889* NAD 83(1996)-  40 37 34.45646(N)    074 40 13.63313(W)     ADJUSTED  
 KV5889* NAVD 88     -        31.4    (meters)     103.     (feet)  VERTCON   
 KV5889  ___________________________________________________________________
 KV5889  X           -   1,281,593.173 (meters)                     COMP
 KV5889  Y           -  -4,675,241.850 (meters)                     COMP
 KV5889  Z           -   4,131,008.013 (meters)                     COMP
 KV5889  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 KV5889  ELLIP HEIGHT-          -2.03  (meters)          (10/23/02) GPS OBS
 KV5889  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KV5889
 KV5889  HORZ ORDER  -  SECOND
 KV5889  ELLP ORDER  -  FOURTH    CLASS I
 KV5889
 KV5889.This mark is at Somerset Airport (N52)
 KV5889
 KV5889.The horizontal coordinates were established by GPS observations
 KV5889.and adjusted by the National Geodetic Survey in May 1999..
 KV5889
 KV5889.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5889
 KV5889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5889
 KV5889.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5889
 KV5889.The ellipsoidal height was determined by GPS observations
 KV5889.and is referenced to NAD 83.
 KV5889
 KV5889.The geoid height was determined by GEOID03.
 KV5889
 KV5889;                    North         East     Units Scale Factor Converg.
 KV5889;SPC NJ       -   199,059.290   135,579.584   MT  0.99990256   -0 06 39.6
 KV5889;SPC NJ       -   653,080.35    444,814.02   sFT  0.99990256   -0 06 39.6
 KV5889;UTM  18      - 4,497,319.462   527,871.347   MT  0.99960956   +0 12 52.5
 KV5889
 KV5889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5889!SPC NJ       -   1.00000032  x   0.99990256  =   0.99990288
 KV5889!UTM  18      -   1.00000032  x   0.99960956  =   0.99960988
 KV5889
 KV5889:                Primary Azimuth Mark                     Grid Az
 KV5889:SPC NJ       -  SOMERVILLE 2                             065 23 09.1
 KV5889:UTM  18      -  SOMERVILLE 2                             065 03 37.0
 KV5889
 KV5889|---------------------------------------------------------------------|
 KV5889| PID    Reference Object                     Distance      Geod. Az  |
 KV5889|                                                           dddmmss.s |
 KV5889| KV5890 SOMERVILLE 2                        473.823 METERS 0651629.5 |
 KV5889|---------------------------------------------------------------------|
 KV5889
 KV5889                          SUPERSEDED SURVEY CONTROL
 KV5889
 KV5889  ELLIP H (05/14/99)   -2.02   (m)                       GP(       ) 4 1
 KV5889  NAD 83(1986)-  40 37 34.45623(N)    074 40 13.63404(W) AD(       ) 2
 KV5889  NAD 83(1986)-  40 37 34.45634(N)    074 40 13.63480(W) AD(       ) 3
 KV5889  NAD 27      -  40 37 34.08667(N)    074 40 15.06189(W) AD(       ) 3
 KV5889  NGVD 29 (10/04/91)   31.6    (m)          104.     (f) GPS OBS        
 KV5889
 KV5889.Superseded values are not recommended for survey control.
 KV5889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5889.See file dsdata.txt to determine how the superseded data were derived.
 KV5889
 KV5889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2787197319(NAD 83)
 KV5889_MARKER: I = METAL ROD
 KV5889_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5889_SP_SET: STAINLESS STEEL ROD
 KV5889_STAMPING: SOMERVILLE 1 1987
 KV5889_MARK LOGO: NGS   
 KV5889_PROJECTION: FLUSH
 KV5889_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5889+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 KV5889_ROD/PIPE-DEPTH: 4.57 meters
 KV5889
 KV5889  HISTORY     - Date     Condition        Report By
 KV5889  HISTORY     - 1987     MONUMENTED       AEROS
 KV5889  HISTORY     - 1987     GOOD             AEROS
 KV5889  HISTORY     - 19900108 GOOD             NJGS
 KV5889  HISTORY     - 19981115 GOOD             USPSQD
 KV5889  HISTORY     - 20050816 GOOD             SURVSA
 KV5889
 KV5889                          STATION DESCRIPTION
 KV5889
 KV5889'DESCRIBED BY AERO SERVICE CORPORATION 1987 (PCO)
 KV5889'THE STATION IS LOCATED ABOUT 2.41 KM (1.5 MI)
 KV5889'SOUTHWEST OF PLUCKEMIN,
 KV5889'3.54 KM (2.2 MI) NORTH-NORTHEAST OF NORTH BRANCH,
 KV5889'8.05 KM (5.0 MI) SOUTHEAST OF LAMINGTON, WITHIN THE BOUNDARY OF THE
 KV5889'SOMERSET AIRPORT.
 KV5889'OWNERSHIP--GEORGE WALKER, P.O. BOX 07, BEDMINSTER, NEW JERSEY
 KV5889'07921.
 KV5889'
 KV5889'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PLUCKEMIN AT THE
 KV5889'NORTHWEST CORNER OF THE INTERSECTION OF BURNT MILLS ROAD (COUNTY
 KV5889'ROAD 620) AND STATE ROUTES 202, 206, GO WEST FOR
 KV5889'2.90 KM (1.8 MI) ON BURNT MILLS ROAD (COUNTY ROAD 620) TO THE
 KV5889'INTERSECTION OF AIRPORT ROAD.
 KV5889'TURN LEFT AND GO SOUTH FOR 1.05 KM (0.65 MI) ON AIRPORT ROAD TO THE
 KV5889'PAVED ENTRANCE ROAD OF THE SOMERSET AIRPORT RIGHT.
 KV5889'TURN RIGHT AND GO WEST FOR 0.32 KM (0.2 MI) ON THE PAVED ENTRANCE
 KV5889'ROAD TO A TAXIWAY ON THE RIGHT AND THE AIRPORT OFFICE ON THE LEFT.
 KV5889'BEAR RIGHT AND GO WEST FOR 0.16 KM (0.1 MI) ON THE TAXIWAY TO THE
 KV5889'STATION BETWEEN A WIND SOCK AND A WIND (T).
 KV5889'
 KV5889'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KV5889'FLANGE WITH ACCESS COVER IS STAMPED---SOMERVILLE 1 1987---, AND IS
 KV5889'SET FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KV5889'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 4.57 METERS (15.0 FT) AND
 KV5889'IS RECESSED 10 CM BELOW THE GROUND.  LOCATED 5.88 METERS (19.3 FT)
 KV5889'EAST FROM A WIND (T), 1.71 METERS (5.6 FT) WEST FROM A WIND SOCK,
 KV5889'0.49 METERS (1.6 FT) SOUTH FROM A CARSONITE WITNESS POST.
 KV5889
 KV5889                          STATION RECOVERY (1987)
 KV5889
 KV5889'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 KV5889'RECOVERED IN GOOD CONDITION.
 KV5889
 KV5889                          STATION RECOVERY (1990)
 KV5889
 KV5889'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5889'THE STATION IS LOCATED IN BEDMINSTER TOWNSHIP, AT THE SOMERSET AIRPORT
 KV5889', NEXT TO THE WIND SOCK AND WIND DIRECTION INDICATOR.  PHONE MR. DAN
 KV5889'WALKER AT 201 722 2444.  TO REACH THE STATION FROM THE JUNCTION OF
 KV5889'U.S. HIGHWAY 22 AND STATE ROUTE 28, NORTHWEST OF THE RARITAN BOROUGH,
 KV5889'GO 0.8 KM (0.50 MI) NORTHWEST ON ROUTE 28 TO THE JUNCTION WITH MEADOW
 KV5889'ROAD, TURN RIGHT AND GO 3.12 KM (1.94 MI) NORTHEAST TO THE JUNCTION
 KV5889'WITH LOVE ROAD, TURN LEFT AND GO 0.40 KM (0.25 MI) TO THE BRIDGE OVER
 KV5889'CHAMBERS BROOK, CONTINUE  0.48 KM (0.30 MI) NORTHWEST ON AIRPORT ROAD
 KV5889'TO THE AIRPORT ENTRANCE ROAD. TURN LEFT AND GO 0.48 KM (0.30 MI)
 KV5889'SOUTHWEST ON THE AIRPORT ENTRANCE ROAD TO THE WIND DIRECTION INDICATOR
 KV5889'AND THE STATION ON THE RIGHT, NORTHWEST OF THE AIRPORT OFFICE.  THE
 KV5889'STATION IS 1.7 M (5.58 FT) WEST OF THE WIND SOCK, 6.45 M (21.16 FT)
 KV5889'EAST OF THE WIND DIRECTION INDICATOR PIVOT POST AND 0.49 M (1.61 FT)
 KV5889'SOUTH OF A CARSONITE WITNESS POST.  THE STATION, A STANDARD NGS THREE
 KV5889'DIMENSIONAL MARK, IS 0.1 M (0.33 FT) BELOW THE GROUND.  THE LOGO
 KV5889'FLANGE, OF A 5 INCH DIAMETER NGS PROTECTIVE CAP, IS STAMPED,
 KV5889'SOMERVILLE 1 1987.
 KV5889
 KV5889                          STATION RECOVERY (1998)
 KV5889
 KV5889'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV5889'RECOVERED IN GOOD CONDITION.
 KV5889
 KV5889                          STATION RECOVERY (2005)
 KV5889
 KV5889'RECOVERY NOTE BY B2A SURVSAT 2005 (BRB)
 KV5889'WIND SOCK AND WIND DIRECTION INDICATOR MOVED TO OTHER SIDE OF RUNWAY
 KV5889'DUE TO MAJOR RE-CONSTRUCTION AT AIRPORT. MARK IS SOLIDLY AT TOP OF
 KV5889'SLOPE OF A DRAINAGE SWALE NEAR A TIE-DOWN AREA. THE CARSONITE MARKER
 KV5889'IS STILL IN PLACE. CONTINUE STRAIGHT OFF THE AIRPORT ENTRANCE ROAD
 KV5889'THROUGH THE GRASSY TIE-DOWN AREA A FEW HUNDRED YARDS TO THE MARK. YOU
 KV5889'MAY PARK NEAR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5890 ***********************************************************************
 KV5890  DESIGNATION -  SOMERVILLE 2
 KV5890  PID         -  KV5890
 KV5890  STATE/COUNTY-  NJ/SOMERSET
 KV5890  USGS QUAD   -  GLADSTONE (1995)
 KV5890
 KV5890                         *CURRENT SURVEY CONTROL
 KV5890  ___________________________________________________________________
 KV5890* NAD 83(1996)-  40 37 40.88094(N)    074 39 55.32026(W)     ADJUSTED  
 KV5890* NAVD 88     -        31.2    (meters)     102.     (feet)  VERTCON   
 KV5890  ___________________________________________________________________
 KV5890  X           -   1,281,974.099 (meters)                     COMP
 KV5890  Y           -  -4,675,003.503 (meters)                     COMP
 KV5890  Z           -   4,131,158.326 (meters)                     COMP
 KV5890  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 KV5890  ELLIP HEIGHT-          -2.17  (meters)          (10/23/02) GPS OBS
 KV5890  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KV5890
 KV5890  HORZ ORDER  -  SECOND
 KV5890  ELLP ORDER  -  FOURTH    CLASS I
 KV5890
 KV5890.This mark is at Somerset Airport (N52)
 KV5890
 KV5890.The horizontal coordinates were established by GPS observations
 KV5890.and adjusted by the National Geodetic Survey in May 1999..
 KV5890
 KV5890.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5890
 KV5890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5890
 KV5890.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5890
 KV5890.The ellipsoidal height was determined by GPS observations
 KV5890.and is referenced to NAD 83.
 KV5890
 KV5890.The geoid height was determined by GEOID03.
 KV5890
 KV5890;                    North         East     Units Scale Factor Converg.
 KV5890;SPC NJ       -   199,256.621   136,010.310   MT  0.99990241   -0 06 27.6
 KV5890;SPC NJ       -   653,727.76    446,227.16   sFT  0.99990241   -0 06 27.6
 KV5890;UTM  18      - 4,497,519.179   528,300.819   MT  0.99960986   +0 13 04.4
 KV5890
 KV5890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5890!SPC NJ       -   1.00000034  x   0.99990241  =   0.99990275
 KV5890!UTM  18      -   1.00000034  x   0.99960986  =   0.99961020
 KV5890
 KV5890:                Primary Azimuth Mark                     Grid Az
 KV5890:SPC NJ       -  SOMERVILLE 1                             245 23 09.0
 KV5890:UTM  18      -  SOMERVILLE 1                             245 03 37.0
 KV5890
 KV5890|---------------------------------------------------------------------|
 KV5890| PID    Reference Object                     Distance      Geod. Az  |
 KV5890|                                                           dddmmss.s |
 KV5890| KV5889 SOMERVILLE 1                        473.823 METERS 2451641.4 |
 KV5890|---------------------------------------------------------------------|
 KV5890
 KV5890                          SUPERSEDED SURVEY CONTROL
 KV5890
 KV5890  ELLIP H (05/14/99)   -2.16   (m)                       GP(       ) 4 1
 KV5890  NAD 83(1986)-  40 37 40.88060(N)    074 39 55.32126(W) AD(       ) 2
 KV5890  NAD 83(1986)-  40 37 40.88047(N)    074 39 55.32192(W) AD(       ) 3
 KV5890  NAD 27      -  40 37 40.51098(N)    074 39 56.74956(W) AD(       ) 3
 KV5890  NGVD 29 (10/04/91)   31.5    (m)          103.     (f) GPS OBS        
 KV5890
 KV5890.Superseded values are not recommended for survey control.
 KV5890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5890.See file dsdata.txt to determine how the superseded data were derived.
 KV5890
 KV5890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2830197519(NAD 83)
 KV5890_MARKER: I = METAL ROD
 KV5890_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5890_SP_SET: STAINLESS STEEL ROD
 KV5890_STAMPING: SOMERVILLE 2 1987
 KV5890_MARK LOGO: NGS   
 KV5890_PROJECTION: FLUSH
 KV5890_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5890+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1990
 KV5890_ROD/PIPE-DEPTH: 0.91 meters
 KV5890
 KV5890  HISTORY     - Date     Condition        Report By
 KV5890  HISTORY     - 1987     MONUMENTED       AEROS
 KV5890  HISTORY     - 1987     GOOD             AEROS
 KV5890  HISTORY     - 19900108 GOOD             NJGS
 KV5890
 KV5890                          STATION DESCRIPTION
 KV5890
 KV5890'DESCRIBED BY AERO SERVICE CORPORATION 1987 (PCO)
 KV5890'THE STATION IS LOCATED ABOUT 2.41 KM (1.5 MI)
 KV5890'SOUTHWEST OF PLUCKEMIN,
 KV5890'3.54 KM (2.2 MI) NORTH-NORTHEAST OF NORTH BRANCH,
 KV5890'8.05 KM (5.0 MI) SOUTHEAST OF LAMINGTON, WITHIN THE BOUNDARY OF THE
 KV5890'SOMERSET AIRPORT.
 KV5890'OWNERSHIP--GEORGE WALKER, P.O. BOX 07, BEDMINSTER, NEW JERSEY
 KV5890'07921.
 KV5890'
 KV5890'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PLUCKEMIN AT THE
 KV5890'NORTHWEST CORNER OF THE INTERSECTION OF BURNT MILLS ROAD (COUNTY
 KV5890'ROAD 620) AND STATE ROUTES 202, 206, GO WEST FOR
 KV5890'2.90 KM (1.8 MI) ON BURNT MILLS ROAD (COUNTY ROAD 620) TO THE
 KV5890'INTERSECTION OF AIRPORT ROAD.
 KV5890'TURN LEFT AND GO SOUTH FOR 1.05 KM (0.65 MI) ON AIRPORT ROAD TO THE
 KV5890'PAVED ENTRANCE ROAD OF THE SOMERSET AIRPORT RIGHT.
 KV5890'TURN RIGHT AND GO WEST FOR 0.32 KM (0.2 MI) ON THE PAVED ENTRANCE
 KV5890'ROAD TO A TAXIWAY ON THE RIGHT AND THE AIRPORT OFFICE ON THE LEFT.
 KV5890'BEAR RIGHT AND GO EAST FOR 0.16 KM (0.1 MI) ON A GRASS RUNWAY TO
 KV5890'THE END OF THE RUNWAY AND THE STATION.
 KV5890'
 KV5890'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KV5890'FLANGE WITH ACCESS COVER IS STAMPED---SOMERVILLE 2 1987---, AND IS
 KV5890'SET FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KV5890'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 0.91 METERS (3.0 FT) AND
 KV5890'IS RECESSED 10 CM BELOW THE GROUND.  LOCATED 48.77 METERS (160.0
 KV5890'FT) NORTH FROM THE ENTRANCE ROAD, 15.12 METERS (49.6 FT) WEST FROM
 KV5890'A NORTH-SOUTH FENCELINE AND A CARSONITE WITNESS POST, 10.67 METERS
 KV5890'(35.0 FT) SOUTH FROM THE CENTER OF THE EAST END OF THE GRASS RUNWAY.
 KV5890'NOTE--THE ROD WAS DRIVEN TO REFUSAL AND IMBEDDED IN SLATE ROCK AT
 KV5890'0.91 METERS.
 KV5890
 KV5890                          STATION RECOVERY (1987)
 KV5890
 KV5890'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 KV5890'RECOVERED IN GOOD CONDITION.
 KV5890
 KV5890                          STATION RECOVERY (1990)
 KV5890
 KV5890'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5890'THE STATION IS LOCATED IN BEDMINSTER TOWNSHIP, AT THE SOMERSET AIRPORT
 KV5890', ON THE WEST SIDE OF AIRPORT ROAD.  PHONE MR. DAN WALKER AT 201 722
 KV5890'2444.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 22 AND
 KV5890'STATE ROUTE 28, NORTHWEST OF RARITAN BOROUGH, GO 0.8 KM (0.50 MI)
 KV5890'NORTHWEST ON ROUTE 28 TO THE JUNCTION WITH MEADOW ROAD, TURN RIGHT AND
 KV5890'GO 3.12 KM (1.94 MI) NORTHEAST TO THE JUNCTION WITH LOVE ROAD, TURN
 KV5890'LEFT AND GO 0.40 KM (0.25 MI) TO THE BRIDGE OVER CHAMBERS BROOK,
 KV5890'CONTINUE  0.48 KM (0.30 MI) NORTHWEST ON AIRPORT ROAD TO THE AIRPORT
 KV5890'ENTRANCE ROAD.  TURN LEFT TO THE STATION IMMEDIATELY ON THE RIGHT.
 KV5890'THE STATION IS 19.8 M (64.96 FT) WEST OF THE CENTERLINE OF AIRPORT
 KV5890'ROAD, 15.0 M (49.21 FT) WEST OF A NORTH SOUTH FENCELINE AND WITNESS
 KV5890'POST ON OSBORNE ROAD, 48.45 M (158.96 FT) NORTH OF THE ENTRANCE ROAD
 KV5890'CENTERLINE.  THE STATION IS AT THE SOUTH EDGE OF A EAST WEST GRASS
 KV5890'RUNWAY.  THE STATION, A STANDARD NGS THREE DIMENSIONAL MARK, IS 0.1 M
 KV5890'(0.33 FT) BELOW THE GROUND.  THE LOGO FLANGE, OF A 5 INCH DIAMETER
 KV5890'NGS PROTECTIVE CAP, IS STAMPED, SOMERVILLE 2 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5365 ***********************************************************************
 KV5365  DESIGNATION -  SOUTH AMBOY CHRIST CH SPIRE
 KV5365  PID         -  KV5365
 KV5365  STATE/COUNTY-  NJ/MIDDLESEX
 KV5365  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5365
 KV5365                         *CURRENT SURVEY CONTROL
 KV5365  ___________________________________________________________________
 KV5365* NAD 83(1996)-  40 29 10.31056(N)    074 17 06.27688(W)     ADJUSTED  
 KV5365* NAVD 88     -                                                        
 KV5365  ___________________________________________________________________
 KV5365  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 KV5365  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV5365
 KV5365  HORZ ORDER  -  THIRD
 KV5365
 KV5365.The horizontal coordinates were established by classical geodetic methods
 KV5365.and adjusted by the National Geodetic Survey in September 1999..
 KV5365
 KV5365
 KV5365.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5365
 KV5365.The geoid height was determined by GEOID03.
 KV5365
 KV5365;                    North         East     Units Scale Factor Converg.
 KV5365;SPC NJ       -   183,518.218   168,220.468   MT  0.99990409   +0 08 22.4
 KV5365;SPC NJ       -   602,092.69    551,903.32   sFT  0.99990409   +0 08 22.4
 KV5365;SPC NY L     -    35,521.649   275,829.397   MT  1.00001495   -0 11 11.3
 KV5365;SPC NY L     -   116,540.61    904,950.28   sFT  1.00001495   -0 11 11.3
 KV5365;UTM  18      - 4,481,968.086   560,590.854   MT  0.99964519   +0 27 51.1
 KV5365
 KV5365                          SUPERSEDED SURVEY CONTROL
 KV5365
 KV5365  NAD 83(1996)-  40 29 10.31031(N)    074 17 06.27716(W) AD(       ) 4
 KV5365  NAD 83(1986)-  40 29 10.31190(N)    074 17 06.27415(W) AD(       ) 4
 KV5365  NAD 27      -  40 29 09.92900(N)    074 17 07.75100(W) AD(       ) 3
 KV5365
 KV5365.Superseded values are not recommended for survey control.
 KV5365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5365.See file dsdata.txt to determine how the superseded data were derived.
 KV5365
 KV5365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6059181968(NAD 83)
 KV5365_MARKER: 90 = CHURCH SPIRE
 KV5365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5365+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2001
 KV5365
 KV5365  HISTORY     - Date     Condition        Report By
 KV5365  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV5365  HISTORY     - 20010317 GOOD             PORANY
 KV5365
 KV5365                          STATION DESCRIPTION
 KV5365
 KV5365'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5365'STATION IS THE SPIRE OF CHRIST CHURCH ON MAIN STREET OPPOSITE
 KV5365'BROADWAY.  THE CHURCH IS OF BROWN STONE, THE SPIRE OF BROWN
 KV5365'SHINGLES.
 KV5365'
 KV5365'THE STATION IS THE CROSS AT THE SPIRE APEX, APPROXIMATELY 100
 KV5365'FEET ABOVE GROUND.
 KV5365
 KV5365                          STATION RECOVERY (2001)
 KV5365
 KV5365'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV5365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5376 ***********************************************************************
 KV5376  DESIGNATION -  SOUTH AMBOY RANGE BOARD
 KV5376  PID         -  KV5376
 KV5376  STATE/COUNTY-  NJ/MIDDLESEX
 KV5376  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5376
 KV5376                         *CURRENT SURVEY CONTROL
 KV5376  ___________________________________________________________________
 KV5376* NAD 83(1996)-  40 28 08.53611(N)    074 16 07.85909(W)     ADJUSTED  
 KV5376* NAVD 88     -                                                        
 KV5376  ___________________________________________________________________
 KV5376  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 KV5376  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KV5376
 KV5376  HORZ ORDER  -  THIRD
 KV5376
 KV5376.The horizontal coordinates were established by classical geodetic methods
 KV5376.and adjusted by the National Geodetic Survey in September 1999..
 KV5376
 KV5376
 KV5376.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5376
 KV5376.The geoid height was determined by GEOID03.
 KV5376
 KV5376;                    North         East     Units Scale Factor Converg.
 KV5376;SPC NJ       -   181,616.419   169,601.144   MT  0.99990473   +0 09 00.1
 KV5376;SPC NJ       -   595,853.20    556,433.09   sFT  0.99990473   +0 09 00.1
 KV5376;SPC NY L     -    33,611.813   277,199.385   MT  1.00001689   -0 10 33.1
 KV5376;SPC NY L     -   110,274.76    909,444.98   sFT  1.00001689   -0 10 33.1
 KV5376;UTM  18      - 4,480,074.628   561,981.923   MT  0.99964729   +0 28 28.4
 KV5376
 KV5376                          SUPERSEDED SURVEY CONTROL
 KV5376
 KV5376  NAD 83(1996)-  40 28 08.53578(N)    074 16 07.85924(W) AD(       ) 4
 KV5376  NAD 83(1986)-  40 28 08.53707(N)    074 16 07.85660(W) AD(       ) 4
 KV5376  NAD 27      -  40 28 08.15100(N)    074 16 09.33100(W) AD(       ) 3
 KV5376
 KV5376.Superseded values are not recommended for survey control.
 KV5376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5376.See file dsdata.txt to determine how the superseded data were derived.
 KV5376
 KV5376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6198280075(NAD 83)
 KV5376_MARKER: Z = SEE DESCRIPTION
 KV5376_SETTING: 0 = UNSPECIFIED SETTING
 KV5376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5376
 KV5376  HISTORY     - Date     Condition        Report By
 KV5376  HISTORY     - 1930     MONUMENTED       CGS
 KV5376
 KV5376                          STATION DESCRIPTION
 KV5376
 KV5376'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5376'THE PERMANENT TARGET STRUCTURE ERECTED IN THE WOODS NW OF VINEYARD
 KV5376'AVENUE AND PARKER STREET ON THE BLUFF OVERLOOKING RARITAN BAY.  IT
 KV5376'CONSISTS OF A RECTANGULAR, BLACK, IRON TARGET BOARD, FACING NE,
 KV5376'SURMOUNTING AN ANGLE-IRON SUPPORTING STRUCTURE.
 KV5376'
 KV5376'THE STATION IS THE TOP-CENTER OF THE TARGET, APPROXIMATELY 75
 KV5376'FEET ABOVE GROUND.
 KV5376'
 KV5376'BY WHOM OR WHY ERECTED IS NOT KNOWN, THOUGH ITS LOCATION ON THE
 KV5376'APPROXIMATE RANGE OF CHANNEL BEACONS 3, 4, AND 5 WOULD INDICATE
 KV5376'ITS POSSIBLE USE AS A FRONT RANGE DURING THE PLACING OF ROCK-FILL
 KV5376'FOR SAID BEACONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5380 ***********************************************************************
 KV5380  DESIGNATION -  SOUTH AMBOY ROUNDHOUSE CHIMNEY
 KV5380  PID         -  KV5380
 KV5380  STATE/COUNTY-  NJ/MIDDLESEX
 KV5380  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5380
 KV5380                         *CURRENT SURVEY CONTROL
 KV5380  ___________________________________________________________________
 KV5380* NAD 83(1996)-  40 28 39.63644(N)    074 16 51.89571(W)     ADJUSTED  
 KV5380* NAVD 88     -                                                        
 KV5380  ___________________________________________________________________
 KV5380  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 KV5380  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV5380
 KV5380  HORZ ORDER  -  THIRD
 KV5380
 KV5380.The horizontal coordinates were established by classical geodetic methods
 KV5380.and adjusted by the National Geodetic Survey in September 1999..
 KV5380
 KV5380
 KV5380.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5380
 KV5380.The geoid height was determined by GEOID03.
 KV5380
 KV5380;                    North         East     Units Scale Factor Converg.
 KV5380;SPC NJ       -   182,572.984   168,561.478   MT  0.99990424   +0 08 31.6
 KV5380;SPC NJ       -   598,991.53    553,022.12   sFT  0.99990424   +0 08 31.6
 KV5380;SPC NY L     -    34,574.385   276,165.061   MT  1.00001590   -0 11 01.9
 KV5380;SPC NY L     -   113,432.79    906,051.54   sFT  1.00001590   -0 11 01.9
 KV5380;UTM  18      - 4,481,025.044   560,937.125   MT  0.99964571   +0 28 00.1
 KV5380
 KV5380                          SUPERSEDED SURVEY CONTROL
 KV5380
 KV5380  NAD 83(1996)-  40 28 39.63608(N)    074 16 51.89589(W) AD(       ) 4
 KV5380  NAD 83(1986)-  40 28 39.63756(N)    074 16 51.89307(W) AD(       ) 4
 KV5380  NAD 27      -  40 28 39.25400(N)    074 16 53.36700(W) AD(       ) 3
 KV5380
 KV5380.Superseded values are not recommended for survey control.
 KV5380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5380.See file dsdata.txt to determine how the superseded data were derived.
 KV5380
 KV5380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6093781025(NAD 83)
 KV5380_MARKER: 85 = CHIMNEY
 KV5380
 KV5380  HISTORY     - Date     Condition        Report By
 KV5380  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV5380
 KV5380                          STATION DESCRIPTION
 KV5380
 KV5380'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5380'THE FAIRLY PROMINENT CHIMNEY AT THE RARITAN RIVER ROUND-HOUSE,
 KV5380'ON BORDENTOWN AVENUE NEAR THE WATERFRONT.  THE CHIMNEY IS AN
 KV5380'ORDINARY ROUND, YELLOW BRICK TYPE.
 KV5380'
 KV5380'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 150 FEET ABOVE
 KV5380'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5373 ***********************************************************************
 KV5373  DESIGNATION -  SOUTH AMBOY SAC HEART CH S CUP
 KV5373  PID         -  KV5373
 KV5373  STATE/COUNTY-  NJ/MIDDLESEX
 KV5373  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5373
 KV5373                         *CURRENT SURVEY CONTROL
 KV5373  ___________________________________________________________________
 KV5373* NAD 83(1996)-  40 28 48.95871(N)    074 17 24.63338(W)     ADJUSTED  
 KV5373* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 KV5373  ___________________________________________________________________
 KV5373  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 KV5373  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV5373
 KV5373  HORZ ORDER  -  SECOND
 KV5373
 KV5373.The horizontal coordinates were established by classical geodetic methods
 KV5373.and adjusted by the National Geodetic Survey in September 1999..
 KV5373
 KV5373.The orthometric height was scaled from a topographic map.
 KV5373
 KV5373.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5373
 KV5373.The geoid height was determined by GEOID03.
 KV5373
 KV5373;                    North         East     Units Scale Factor Converg.
 KV5373;SPC NJ       -   182,858.634   167,789.754   MT  0.99990389   +0 08 10.4
 KV5373;SPC NJ       -   599,928.70    550,490.22   sFT  0.99990389   +0 08 10.4
 KV5373;SPC NY L     -    34,864.453   275,394.889   MT  1.00001561   -0 11 23.3
 KV5373;SPC NY L     -   114,384.46    903,524.73   sFT  1.00001561   -0 11 23.3
 KV5373;UTM  18      - 4,481,306.244   560,163.996   MT  0.99964455   +0 27 39.0
 KV5373
 KV5373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5373!SPC NJ       -   0.99999966  x   0.99990389  =   0.99990355
 KV5373!SPC NY L     -   0.99999966  x   1.00001561  =   1.00001527
 KV5373!UTM  18      -   0.99999966  x   0.99964455  =   0.99964421
 KV5373
 KV5373:                Primary Azimuth Mark                     Grid Az
 KV5373:SPC NJ       -  UNION BEACH WATER TANK                   113 06 51.2
 KV5373:SPC NY L     -  UNION BEACH WATER TANK                   113 26 24.9
 KV5373:UTM  18      -  UNION BEACH WATER TANK                   112 47 22.6
 KV5373
 KV5373|---------------------------------------------------------------------|
 KV5373| PID    Reference Object                     Distance      Geod. Az  |
 KV5373|                                                           dddmmss.s |
 KV5373| KV5109 UNION BEACH WATER TANK              APPROX.11.3 KM 1131501.6 |
 KV5373| KV5341 CROSSMAN                            APPROX. 2.7 KM 2795802.8 |
 KV5373|---------------------------------------------------------------------|
 KV5373
 KV5373                          SUPERSEDED SURVEY CONTROL
 KV5373
 KV5373  NAD 83(1996)-  40 28 48.95838(N)    074 17 24.63364(W) AD(       ) 2
 KV5373  NAD 83(1986)-  40 28 48.95943(N)    074 17 24.63091(W) AD(       ) 2
 KV5373  NAD 27      -  40 28 48.57500(N)    074 17 26.10600(W) AD(       ) 2
 KV5373
 KV5373.Superseded values are not recommended for survey control.
 KV5373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5373.See file dsdata.txt to determine how the superseded data were derived.
 KV5373
 KV5373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6016481306(NAD 83)
 KV5373_MARKER: 91 = CHURCH CROSS
 KV5373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5373+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2001
 KV5373
 KV5373  HISTORY     - Date     Condition        Report By
 KV5373  HISTORY     - 1918     FIRST OBSERVED   CGS
 KV5373  HISTORY     - 1930     GOOD             CGS
 KV5373  HISTORY     - 1932     GOOD             CGS
 KV5373  HISTORY     - 20010317 GOOD             PORANY
 KV5373
 KV5373                          STATION DESCRIPTION
 KV5373
 KV5373'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (WMG)
 KV5373'STATION IS CENTER OF CROSS ON S ONE OF TWO CUPOLAS OF SACRED
 KV5373'HEART POLISH ROMAN CATHOLIC CHURCH AT S AMBOY, NEW JERSEY.  THE
 KV5373'ECCENTRIC POINT OCCUPIED IS ON TOP OF THE SCHOOL BUILDING JUST
 KV5373'S OF THE CHURCH AND IS THE CENTER OF THE LARGE FLAT-HEADED
 KV5373'ROOFING TACK WHICH IS AT THE SOUTHEASTERN CORNER OF THE
 KV5373'HATCHWAY COAMING.  WHEN THE HATCH COVER IS IN PLACE, THE TACK IS
 KV5373'OF COURSE COVERED.  THE ROOF IS ACCESSIBLE BY MEANS OF A LADDER
 KV5373'UP THROUGH THIS HATCH FROM THE FLOOR BELOW.
 KV5373
 KV5373                          STATION RECOVERY (1930)
 KV5373
 KV5373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5373'STATION RECOVERED IN GOOD CONDITION,
 KV5373'RENAMED S CUPOLA (SACRED HEART CH.).
 KV5373'
 KV5373'THIS CHURCH IS LOCATED ON THE W SIDE OF WASHINGTON STREET
 KV5373'BETWEEN CEDAR AND WALNUT STREETS.  IT IS OF GREY STONE, ITS
 KV5373'STUBBY, DOME-SHAPED CUPOLAS COPPER-SHEATHED.
 KV5373'
 KV5373'THE STATION IS APPROXIMATELY 75 FEET ABOVE GROUND.
 KV5373
 KV5373                          STATION RECOVERY (1932)
 KV5373
 KV5373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5373'STATION RECOVERED IN GOOD CONDITION.
 KV5373'UNDER THE NAME S AMBOY CHURCH AS OF THE ADDITIONAL 1930
 KV5373'RECOVERY NOTE DESCRIPTION.  THIS STATION IS CALLED SACRED IN
 KV5373'THE 1932 TRIANGULATION RECORDS.
 KV5373'
 KV5373'A COMPLETE DESCRIPTION FOLLOWS--THIS STATION IS S OF THE
 KV5373'RARITAN RIVER, IN S AMBOY ON THE W SIDE OF WASHINGTON STREET
 KV5373'BETWEEN CEDAR AND WALNUT STREETS, ON THE SACRED HEART POLISH
 KV5373'CHURCH (A GRAY-STONE STRUCTURE).  IT IS THE GOLD CROSS ATOP
 KV5373'THE SOUTHERLY OF SMALL, DOME-SHAPED, COPPER-SHEATHED TWIN CUPOLAS
 KV5373'RISING FROM THE FRONT (W) PART OF THE CHURCH-BUILDING.
 KV5373'
 KV5373'STATION IS MARKED BY THE BASE OF THE CROSS AT THE CUPOLA-APEX,
 KV5373'APPROXIMATELY 75 FEET ABOVE GROUND.  NO REFERENCE MARKS WERE
 KV5373'PLACED NOR ANY REFERENCE MEASUREMENTS TAKEN.
 KV5373'
 KV5373'AN ECCENTRIC SET-UP WAS USED ON THE FLAT ROOF OF THE PAROCHIAL
 KV5373'SCHOOL BUILDING NEXT DOOR AND TO THE SOUTHWARD, DIRECTION TO
 KV5373'CENTER OBTAINED BY DIRECT POINTINGS ON THE CROSS.  THE
 KV5373'ECCENTRIC DISTANCE DERIVED AS THE COMPUTED SIDE LENGTH OF A
 KV5373'TRIANGLE OBTAINED BY INTERSECTIONS FROM A MEASURED BASE LAID
 KV5373'OUT ON THE SCHOOL ROOF.
 KV5373'
 KV5373'THERE IS SUFFICIENT ROOM AND FAIR FOOTING FOR ECCENTRIC SET-UPS
 KV5373'ON THE SCHOOL ROOF.  LEAD-BLOCK FOOTINGS ARE RECOMMENDED TO
 KV5373'PROHIBIT LEG-SLIP ON THE TAR-AND-GRAVEL ROOFING.  THE UNSTABLE
 KV5373'WOODEN ROOF NECESSITATES AN OBSERVERS PLATFORM.
 KV5373
 KV5373                          STATION RECOVERY (2001)
 KV5373
 KV5373'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV5373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5381 ***********************************************************************
 KV5381  DESIGNATION -  SOUTH AMBOY SEABOARD COAL CHIM
 KV5381  PID         -  KV5381
 KV5381  STATE/COUNTY-  NJ/MIDDLESEX
 KV5381  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5381
 KV5381                         *CURRENT SURVEY CONTROL
 KV5381  ___________________________________________________________________
 KV5381* NAD 83(1996)-  40 29 18.80911(N)    074 16 40.00415(W)     ADJUSTED  
 KV5381* NAVD 88     -                                                        
 KV5381  ___________________________________________________________________
 KV5381  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 KV5381  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KV5381
 KV5381  HORZ ORDER  -  THIRD
 KV5381
 KV5381.The horizontal coordinates were established by classical geodetic methods
 KV5381.and adjusted by the National Geodetic Survey in September 1999..
 KV5381
 KV5381
 KV5381.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5381
 KV5381.The geoid height was determined by GEOID03.
 KV5381
 KV5381;                    North         East     Units Scale Factor Converg.
 KV5381;SPC NJ       -   183,781.867   168,838.507   MT  0.99990437   +0 08 39.4
 KV5381;SPC NJ       -   602,957.68    553,931.00   sFT  0.99990437   +0 08 39.4
 KV5381;SPC NY L     -    35,781.806   276,448.995   MT  1.00001469   -0 10 54.1
 KV5381;SPC NY L     -   117,394.14    906,983.08   sFT  1.00001469   -0 10 54.1
 KV5381;UTM  18      - 4,482,235.164   561,207.230   MT  0.99964611   +0 28 08.2
 KV5381
 KV5381                          SUPERSEDED SURVEY CONTROL
 KV5381
 KV5381  NAD 83(1996)-  40 29 18.80889(N)    074 16 40.00432(W) AD(       ) 4
 KV5381  NAD 83(1986)-  40 29 18.81039(N)    074 16 40.00120(W) AD(       ) 4
 KV5381  NAD 27      -  40 29 18.41300(N)    074 16 41.48000(W) AD(       ) 3
 KV5381
 KV5381.Superseded values are not recommended for survey control.
 KV5381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5381.See file dsdata.txt to determine how the superseded data were derived.
 KV5381
 KV5381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6120782235(NAD 83)
 KV5381_MARKER: 85 = CHIMNEY
 KV5381
 KV5381  HISTORY     - Date     Condition        Report By
 KV5381  HISTORY     - 1926     FIRST OBSERVED   CGS
 KV5381  HISTORY     - 1930     GOOD             CGS
 KV5381  HISTORY     - 1931     GOOD             CGS
 KV5381
 KV5381                          STATION DESCRIPTION
 KV5381
 KV5381'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (RFS)
 KV5381'STATION IS TALL WHITE CHIMNEY AT COAL WHARF, S AMBOY.
 KV5381
 KV5381                          STATION RECOVERY (1930)
 KV5381
 KV5381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5381'STATION RECOVERED IN GOOD CONDITION,
 KV5381'RENAMED CHIMNEY (SEABOARD COAL CO.).
 KV5381'
 KV5381'THE PROMINENT CHIMNEY OF THE SEABOARD COAL DOCK COMPANY, ON THE
 KV5381'WATERFRONT AT THE FOOT OF FIRST STREET.  IT IS AN ORDINARY ROUND,
 KV5381'RED-BRICK TYPE.
 KV5381'
 KV5381'THE STATION IS THE CHIMNEY TOP, APPROXIMATELY 265 FEET ABOVE
 KV5381'GROUND.
 KV5381
 KV5381                          STATION RECOVERY (1931)
 KV5381
 KV5381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV5381'STATION RECOVERED IN GOOD CONDITION AS OF THE ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5364 ***********************************************************************
 KV5364  DESIGNATION -  SOUTH AMBOY STANDPIPE
 KV5364  PID         -  KV5364
 KV5364  STATE/COUNTY-  NJ/MIDDLESEX
 KV5364  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5364
 KV5364                         *CURRENT SURVEY CONTROL
 KV5364  ___________________________________________________________________
 KV5364* NAD 83(1996)-  40 28 28.72957(N)    074 17 20.29954(W)     ADJUSTED  
 KV5364* NAVD 88     -                                                        
 KV5364  ___________________________________________________________________
 KV5364  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 KV5364  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV5364
 KV5364  HORZ ORDER  -  THIRD
 KV5364
 KV5364.The horizontal coordinates were established by classical geodetic methods
 KV5364.and adjusted by the National Geodetic Survey in September 1999..
 KV5364
 KV5364
 KV5364.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5364
 KV5364.The geoid height was determined by GEOID03.
 KV5364
 KV5364;                    North         East     Units Scale Factor Converg.
 KV5364;SPC NJ       -   182,234.961   167,893.313   MT  0.99990394   +0 08 13.1
 KV5364;SPC NJ       -   597,882.53    550,829.98   sFT  0.99990394   +0 08 13.1
 KV5364;SPC NY L     -    34,240.131   275,494.909   MT  1.00001625   -0 11 20.4
 KV5364;SPC NY L     -   112,336.16    903,852.88   sFT  1.00001625   -0 11 20.4
 KV5364;UTM  18      - 4,480,683.329   560,271.058   MT  0.99964471   +0 27 41.6
 KV5364
 KV5364                          SUPERSEDED SURVEY CONTROL
 KV5364
 KV5364  NAD 83(1996)-  40 28 28.72911(N)    074 17 20.29991(W) AD(       ) 4
 KV5364  NAD 83(1986)-  40 28 28.73086(N)    074 17 20.29703(W) AD(       ) 4
 KV5364  NAD 27      -  40 28 28.35000(N)    074 17 21.76600(W) AD(       ) 3
 KV5364
 KV5364.Superseded values are not recommended for survey control.
 KV5364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5364.See file dsdata.txt to determine how the superseded data were derived.
 KV5364
 KV5364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6027180683(NAD 83)
 KV5364_MARKER: 52 = STANDPIPE TANK
 KV5364
 KV5364  HISTORY     - Date     Condition        Report By
 KV5364  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV5364  HISTORY     - 1984     GOOD             NGS
 KV5364  HISTORY     - 20010317 MARK NOT FOUND   PORANY
 KV5364
 KV5364                          STATION DESCRIPTION
 KV5364
 KV5364'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV5364'STATION IS THE PROMINENT BLACK STANDPIPE IN S AMBOY, ON HIGH
 KV5364'GROUND APPROXIMATELY ONE MILE INLAND, ON THE NW CORNER OF CONLOG
 KV5364'AND BORDENTOWN AVENUES.  IT IS AN ORDINARY TYPE, FLAT-TOPPED,
 KV5364'CYLINDRICAL, IRON STANDPIPE (7.7 METERS IN DIAMETER).
 KV5364'
 KV5364'THE STATION IS THE TOP-CENTER, 85 FEET ABOVE GROUND.
 KV5364
 KV5364                          STATION RECOVERY (1984)
 KV5364
 KV5364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BB)
 KV5364'1. COLOR OF STATION HAS BEEN CHANGED FROM BLACK TO LIGHT BLUE.
 KV5364'
 KV5364'2. CONLOG AVE. CORRECTION TO SPELLING, CONLOGUE AVE.
 KV5364'
 KV5364'3. LATER ADDITION OF STREETS NOW PUTS STRUCTURE AT THE CORNER (NW)
 KV5364'OF CONLOGUE AVE. AND CATHERINE ST.
 KV5364
 KV5364                          STATION RECOVERY (2001)
 KV5364
 KV5364'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV5364'SITE OF STATION IS NOW A PLAYGROUND.  MARK DESTROYED APPROXIMATELY
 KV5364'1999.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3334 ***********************************************************************
 JU3334  DESIGNATION -  SOUTH BDRY REF MON 2 1934
 JU3334  PID         -  JU3334
 JU3334  STATE/COUNTY-  NJ/SALEM
 JU3334  USGS QUAD   -  MARCUS HOOK (1993)
 JU3334
 JU3334                         *CURRENT SURVEY CONTROL
 JU3334  ___________________________________________________________________
 JU3334* NAD 83(1996)-  39 46 23.96451(N)    075 26 48.25590(W)     ADJUSTED  
 JU3334* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 JU3334  ___________________________________________________________________
 JU3334  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 JU3334  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU3334
 JU3334  HORZ ORDER  -  THIRD
 JU3334
 JU3334.The horizontal coordinates were established by classical geodetic methods
 JU3334.and adjusted by the National Geodetic Survey in September 1999..
 JU3334
 JU3334.The orthometric height was scaled from a topographic map.
 JU3334
 JU3334.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3334
 JU3334.The geoid height was determined by GEOID03.
 JU3334
 JU3334;                    North         East     Units Scale Factor Converg.
 JU3334;SPC NJ       -   104,777.177    68,895.156   MT  0.99998096   -0 36 20.6
 JU3334;SPC NJ       -   343,756.45    226,033.52   sFT  0.99998096   -0 36 20.6
 JU3334;SPC DE       -   196,862.008   197,423.656   MT  0.99999508   -0 01 09.3
 JU3334;SPC DE       -   645,871.44    647,714.11   sFT  0.99999508   -0 01 09.3
 JU3334;UTM  18      - 4,402,694.258   461,740.736   MT  0.99961802   -0 17 08.9
 JU3334
 JU3334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3334!SPC NJ       -   1.00000475  x   0.99998096  =   0.99998571
 JU3334!SPC DE       -   1.00000475  x   0.99999508  =   0.99999983
 JU3334!UTM  18      -   1.00000475  x   0.99961802  =   0.99962277
 JU3334
 JU3334:                Primary Azimuth Mark                     Grid Az
 JU3334:SPC NJ       -  MARCUS                                   026 26 48.3
 JU3334:SPC DE       -  MARCUS                                   025 51 37.0
 JU3334:UTM  18      -  MARCUS                                   026 07 36.6
 JU3334
 JU3334|---------------------------------------------------------------------|
 JU3334| PID    Reference Object                     Distance      Geod. Az  |
 JU3334|                                                           dddmmss.s |
 JU3334| JU3326 MARCUS                              APPROX. 4.2 KM 0255027.7 |
 JU3334| JU3329 OLDMAN USE 1934                     185.898 METERS 20952     |
 JU3334|---------------------------------------------------------------------|
 JU3334
 JU3334                          SUPERSEDED SURVEY CONTROL
 JU3334
 JU3334  NAD 83(1991)-  39 46 23.96442(N)    075 26 48.25582(W) AD(       ) 3
 JU3334  NAD 83(1986)-  39 46 23.96021(N)    075 26 48.25850(W) AD(       ) 3
 JU3334  NAD 27      -  39 46 23.55200(N)    075 26 49.56000(W) AD(       ) 3
 JU3334
 JU3334.Superseded values are not recommended for survey control.
 JU3334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3334.See file dsdata.txt to determine how the superseded data were derived.
 JU3334
 JU3334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6174102694(NAD 83)
 JU3334_MARKER: V = STONE MONUMENT
 JU3334_SETTING: 0 = UNSPECIFIED SETTING
 JU3334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3334
 JU3334  HISTORY     - Date     Condition        Report By
 JU3334  HISTORY     - 1934     MONUMENTED       CGS
 JU3334  HISTORY     - 1946     GOOD             CGS
 JU3334
 JU3334                          STATION DESCRIPTION
 JU3334
 JU3334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JHB)
 JU3334'ABOUT 2-1/2 MILES N OF PENNS GROVE, NEW JERSEY, ON THE NEW JERSEY
 JU3334'SHORE OF THE DELAWARE RIVER, ABOUT 53 METERS E OF THE HIGH WATER
 JU3334'LINE ALONG THE RIVER, ON THE TOP OF THE EMBANKMENT THROWN UP BY
 JU3334'THE U.S. ARMY ENGINEERS, 185.9 METERS N OF U.S. ARMY ENGINEERS
 JU3334'SIGNAL OLDMAN AND ABOUT 0.2 MILE N OF THE MOST NORTHERLY
 JU3334'STOREHOUSE IN THE EXPLOSIVE AREA OF THE DELAWARE ORDNANCE DEPOT.
 JU3334'
 JU3334'TO REACH STATION FROM PENNS GROVE, NEW JERSEY GO N ON ROUTE 44
 JU3334'TO THE DELAWARE ORDNANCE DEPOT.  ENTER THE GROUNDS OF THE ORDNANCE
 JU3334'DEPOT AND GO TO THE MAIN GATE OF THE EXPLOSIVE AREA.  GO THROUGH
 JU3334'GATE AND TURN RIGHT INTO CINDER ROAD PARALLELING THE RAILROAD
 JU3334'TRACK.  PROCEED FOR 0.7 MILE TO ROAD FORK AND TAKE LEFT FORK
 JU3334'OR STRAIGHT AHEAD ON CINDER ROAD.  GO 0.2 MILE ACROSS RAILROAD
 JU3334'TRACKS, TAKE LEFT FORK AND GO 0.5 MILE.  TURN RIGHT INTO ROAD
 JU3334'RUNNING N ALONG THE W SIDE OF THE WESTERN ROW OF STOREHOUSES
 JU3334'AND DRIVE TO THE END OF THE ROAD WHICH ENDS AT THE LAST
 JU3334'STOREHOUSE.  IT IS ABOUT 100 YARDS FROM HERE TO AN
 JU3334'EMBANKMENT THROWN UP BY THE U.S. ARMY ENGINEERS.  FOLLOW
 JU3334'THIS EMBANKMENT AROUND TO THE LEFT TO THE RIVER, THEN N
 JU3334'ALONG THE EMBANKMENT TO THE STATION.
 JU3334'
 JU3334'THE STATION IS A DELAWARE-NEW JERSEY BOUNDARY REFERENCE MARK SET
 JU3334'IN A CONCRETE POST EXTENDING ABOUT 3-1/2 FEET ABOVE THE GROUND
 JU3334'AND 10 INCHES SQUARE AT THE TOP.
 JU3334
 JU3334                          STATION RECOVERY (1946)
 JU3334
 JU3334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3334'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 JU3334'ADEQUATE EXCEPT FOR THE FOLLOWING--
 JU3334'
 JU3334'DELETE - AND ABOUT 0.2 MILE N OF THE MOST N STOREHOUSE.
 JU3334'
 JU3334'CHANGE - THE MAIN GATE TO GATE 6.
 JU3334'
 JU3334'DELETE - DIRECTIONS FOR REACHING THE STATION FROM GATE 6 AND
 JU3334'INSERT THE FOLLOWING--GO THROUGH GATE 6 AND CONTINUE IN A W
 JU3334'DIRECTION FOR 0.75 MILE TO THE N-S PATROL ROAD ALONG THE
 JU3334'RIVER.  TURN N FOR ABOUT 1.1 MILES TO A GATE IN THE FENCE.  GO
 JU3334'THROUGH THIS GATE AND CONTINUE IN A N DIRECTION FOR ABOUT 100
 JU3334'YARDS AND UNTIL 50 FEET S OF IGLOO 2916.  THE MARK IS 100 FEET W
 JU3334'OF THE CONCRETE BASE OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2881 ***********************************************************************
 JU2881  DESIGNATION -  SOUTH ELECTRIC TOWER
 JU2881  PID         -  JU2881
 JU2881  STATE/COUNTY-  NJ/CAPE MAY
 JU2881  USGS QUAD   -  MARMORA (1994)
 JU2881
 JU2881                         *CURRENT SURVEY CONTROL
 JU2881  ___________________________________________________________________
 JU2881* NAD 83(1996)-  39 17 48.24910(N)    074 40 36.29270(W)     ADJUSTED  
 JU2881* NAVD 88     -                                                        
 JU2881  ___________________________________________________________________
 JU2881  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 JU2881  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 JU2881
 JU2881  HORZ ORDER  -  THIRD
 JU2881
 JU2881.The horizontal coordinates were established by classical geodetic methods
 JU2881.and adjusted by the National Geodetic Survey in September 1999..
 JU2881
 JU2881
 JU2881.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2881
 JU2881.The geoid height was determined by GEOID03.
 JU2881
 JU2881;                    North         East     Units Scale Factor Converg.
 JU2881;SPC NJ       -    51,455.179   134,754.637   MT  0.99990286   -0 06 43.0
 JU2881;SPC NJ       -   168,815.87    442,107.50   sFT  0.99990286   -0 06 43.0
 JU2881;UTM  18      - 4,349,756.320   527,873.698   MT  0.99960957   +0 12 17.0
 JU2881
 JU2881                          SUPERSEDED SURVEY CONTROL
 JU2881
 JU2881  NAD 83(1986)-  39 17 48.23516(N)    074 40 36.29450(W) AD(       ) 4
 JU2881  NAD 27      -  39 17 47.81800(N)    074 40 37.72300(W) AD(       ) 3
 JU2881
 JU2881.Superseded values are not recommended for survey control.
 JU2881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2881.See file dsdata.txt to determine how the superseded data were derived.
 JU2881
 JU2881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2787449756(NAD 83)
 JU2881_MARKER: 55 = TOWER
 JU2881
 JU2881  HISTORY     - Date     Condition        Report By
 JU2881  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU2881  HISTORY     - 1937     GOOD             CGS
 JU2881  HISTORY     - 1950     GOOD             CGS
 JU2881
 JU2881                          STATION DESCRIPTION
 JU2881
 JU2881'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2881'THESE TWO INTERSECTION STATIONS ON THE TWO STEEL TOWERS IN THE
 JU2881'ELECTRIC TRANSMISSION LINE WHERE IT SPANS TUCKAHOE RIVER.  THE
 JU2881'CENTER OF THE TOP OF THE TOWER WAS USED TO POINT ON IN EACH
 JU2881'CASE.  NORTH ELECTRIC TOWER IS THE ONE TO THE N AND SOUTH
 JU2881'ELECTRIC TOWER IS THE ONE TO THE S.  NO MARKS WERE PUT IN.
 JU2881
 JU2881                          STATION RECOVERY (1937)
 JU2881
 JU2881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2881'THE STATION IS A TALL STEEL TOWER ABOUT 110 FEET HIGH THAT
 JU2881'SUPPORTS ELECTRIC CABLES CROSSING THE TUCKAHOE RIVER.  IT IS ON
 JU2881'A POINT ON THE SOUTHERN SHORE OF THE RIVER 2.5 NAUTICAL MILES
 JU2881'FROM ITS MOUTH.
 JU2881'
 JU2881'IT IS NOT MARKED.  IT CAN BE REACHED ONLY BY BOAT.
 JU2881
 JU2881                          STATION RECOVERY (1950)
 JU2881
 JU2881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2881'STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 JU2881'DESCRIPTION IS ADEQUATE AND CORRECT WITH THE FOLLOWING EXCEPTION--
 JU2881'
 JU2881'THE TOWER IS ABOUT 145.0 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4177 ***********************************************************************
 KV4177  DESIGNATION -  SOUTH ISLAND
 KV4177  PID         -  KV4177
 KV4177  STATE/COUNTY-  NJ/BERGEN
 KV4177  USGS QUAD   -  ORANGE (1981)
 KV4177
 KV4177                         *CURRENT SURVEY CONTROL
 KV4177  ___________________________________________________________________
 KV4177* NAD 83(1996)-  40 48 09.77993(N)    074 08 20.29920(W)     ADJUSTED  
 KV4177* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4177  ___________________________________________________________________
 KV4177  LAPLACE CORR-           6.16  (seconds)                    DEFLEC99
 KV4177  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KV4177
 KV4177  HORZ ORDER  -  THIRD
 KV4177
 KV4177.The horizontal coordinates were established by classical geodetic methods
 KV4177.and adjusted by the National Geodetic Survey in September 1999..
 KV4177
 KV4177.The orthometric height was scaled from a topographic map.
 KV4177
 KV4177.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4177
 KV4177.The geoid height was determined by GEOID03.
 KV4177
 KV4177;                    North         East     Units Scale Factor Converg.
 KV4177;SPC NJ       -   218,703.760   180,462.530   MT  0.99991142   +0 14 09.3
 KV4177;SPC NJ       -   717,530.59    592,067.48   sFT  0.99991142   +0 14 09.3
 KV4177;SPC NY L     -    70,640.240   288,272.832   MT  0.99999524   -0 05 27.2
 KV4177;SPC NY L     -   231,758.85    945,775.12   sFT  0.99999524   -0 05 27.2
 KV4177;UTM  18      - 4,517,213.740   572,629.664   MT  0.99966493   +0 33 45.6
 KV4177
 KV4177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4177!SPC NJ       -   1.00000494  x   0.99991142  =   0.99991636
 KV4177!SPC NY L     -   1.00000494  x   0.99999524  =   1.00000018
 KV4177!UTM  18      -   1.00000494  x   0.99966493  =   0.99966987
 KV4177
 KV4177|---------------------------------------------------------------------|
 KV4177| PID    Reference Object                     Distance      Geod. Az  |
 KV4177|                                                           dddmmss.s |
 KV4177| CB6395 SOUTH ISLAND RM 1                    13.594 METERS 00202     |
 KV4177| CB6396 SOUTH ISLAND RM 2                     8.885 METERS 09032     |
 KV4177| KV4172 BOX                                 487.442 METERS 1634152.9 |
 KV4177| KV4169 RESERVOIR                           439.644 METERS 1775040.9 |
 KV4177| KV4178 SEWER                               128.570 METERS 26136     |
 KV4177| KV4181 CIDER 1913                          312.796 METERS 33632     |
 KV4177|---------------------------------------------------------------------|
 KV4177
 KV4177                          SUPERSEDED SURVEY CONTROL
 KV4177
 KV4177  NAD 83(1996)-  40 48 09.77970(N)    074 08 20.29949(W) AD(       ) 3
 KV4177  NAD 83(1986)-  40 48 09.77679(N)    074 08 20.30647(W) AD(       ) 3
 KV4177  NAD 27      -  40 48 09.41100(N)    074 08 21.77500(W) AD(       ) 3
 KV4177
 KV4177.Superseded values are not recommended for survey control.
 KV4177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4177.See file dsdata.txt to determine how the superseded data were derived.
 KV4177
 KV4177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7263017214(NAD 83)
 KV4177_MARKER: DS = TRIANGULATION STATION DISK
 KV4177_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4177_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4177
 KV4177  HISTORY     - Date     Condition        Report By
 KV4177  HISTORY     - 1913     MONUMENTED       CGS
 KV4177  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4177
 KV4177                          STATION DESCRIPTION
 KV4177
 KV4177'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4177'STATION IS ON THE E SIDE OF PASSAIC RIVER, ABOUT 1/4 MILE ABOVE
 KV4177'THE NORTHERN RESERVOIR OF THE OLD NEWARK WATER WORKS AT BELLEVILLE,
 KV4177'AND A LITTLE OVER 1/2 MILE BELOW THE JOINT COUNTY BRIDGE.  THE
 KV4177'VICINITY BECOMES AN ISLAND AT HIGH WATER, AND THE STATION IS ABOUT
 KV4177'12 METERS OFF SHORE FROM THE HIGH-WATER LINE.
 KV4177'
 KV4177'THE STATION IS MARKED BY A C. AND G.S. STANDARD DISK CEMENTED
 KV4177'IN THE TOP OF A 4-INCH TILE PIPE.
 KV4177'
 KV4177'THE SUBSURFACE MARK IS A BURIED BOTTLE SET IN CONCRETE.
 KV4177'
 KV4177'TWO REFERENCE MARKS, EACH A NAIL IN CONCRETE CONTAINED IN A
 KV4177'4-INCH TILE PIPE, ARE PLACED RESPECTIVELY 44.6 FEET N 12 DEG E
 KV4177'AND 29.15 FEET S 75 DEG E FROM THE STATION.
 KV4177
 KV4177                          STATION RECOVERY (1933)
 KV4177
 KV4177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4177'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4904 ***********************************************************************
 KV4904  DESIGNATION -  SOUTH MTN
 KV4904  PID         -  KV4904
 KV4904  STATE/COUNTY-  NJ/ESSEX
 KV4904  USGS QUAD   -  CALDWELL (1995)
 KV4904
 KV4904                         *CURRENT SURVEY CONTROL
 KV4904  ___________________________________________________________________
 KV4904* NAD 83(1996)-  40 45 36.03265(N)    074 16 38.44563(W)     ADJUSTED  
 KV4904* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 KV4904  ___________________________________________________________________
 KV4904  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 KV4904  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KV4904
 KV4904  HORZ ORDER  -  FIRST
 KV4904
 KV4904.The horizontal coordinates were established by classical geodetic methods
 KV4904.and adjusted by the National Geodetic Survey in September 1999..
 KV4904
 KV4904.The orthometric height was scaled from a topographic map.
 KV4904
 KV4904.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4904
 KV4904.The geoid height was determined by GEOID03.
 KV4904
 KV4904;                    North         East     Units Scale Factor Converg.
 KV4904;SPC NJ       -   213,922.703   168,798.945   MT  0.99990435   +0 08 43.3
 KV4904;SPC NJ       -   701,844.73    553,801.21   sFT  0.99990435   +0 08 43.3
 KV4904;UTM  18      - 4,512,367.500   560,996.461   MT  0.99964579   +0 28 18.6
 KV4904
 KV4904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4904!SPC NJ       -   0.99997723  x   0.99990435  =   0.99988158
 KV4904!UTM  18      -   0.99997723  x   0.99964579  =   0.99962303
 KV4904
 KV4904:                Primary Azimuth Mark                     Grid Az
 KV4904:SPC NJ       -  WEST WATER TANK NEAR SAN                 013 22 12.8
 KV4904:UTM  18      -  WEST WATER TANK NEAR SAN                 013 02 37.5
 KV4904
 KV4904|---------------------------------------------------------------------|
 KV4904| PID    Reference Object                     Distance      Geod. Az  |
 KV4904|                                                           dddmmss.s |
 KV4904| KV4206 WEST WATER TANK NEAR SAN            APPROX.10.1 KM 0133056.1 |
 KV4904| KV4208 EAST WATER TANK NEAR SAN            APPROX.10.2 KM 0133605.6 |
 KV4904| KV4906 WATER TANK NEAR MON 600             APPROX. 3.7 KM 0311019.9 |
 KV4904| CB6397 SOUTH MTN RM 1                       40.520 METERS 04601     |
 KV4904| KV4785 ELIZABETH                           APPROX.12.1 KM 1542911.7 |
 KV4904| CB6398 SOUTH MTN RM 2                       52.947 METERS 19216     |
 KV4904|---------------------------------------------------------------------|
 KV4904
 KV4904                          SUPERSEDED SURVEY CONTROL
 KV4904
 KV4904  NAD 83(1996)-  40 45 36.03197(N)    074 16 38.44578(W) AD(       ) 1
 KV4904  NAD 83(1986)-  40 45 36.03103(N)    074 16 38.44358(W) AD(       ) 1
 KV4904  NAD 27      -  40 45 35.66900(N)    074 16 39.91200(W) AD(       ) 1
 KV4904
 KV4904.Superseded values are not recommended for survey control.
 KV4904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4904.See file dsdata.txt to determine how the superseded data were derived.
 KV4904
 KV4904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6099612367(NAD 83)
 KV4904_MARKER: DS = TRIANGULATION STATION DISK
 KV4904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4904_STAMPING: SOUTH MTN 1935
 KV4904_MARK LOGO: CGS   
 KV4904_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV4904+STABILITY: SURFACE MOTION
 KV4904_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4904+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2006
 KV4904
 KV4904  HISTORY     - Date     Condition        Report By
 KV4904  HISTORY     - 1935     MONUMENTED       CGS
 KV4904  HISTORY     - 1937     GOOD             BSA
 KV4904  HISTORY     - 19920213 GOOD             NJGS
 KV4904  HISTORY     - 20060704 GOOD             GEOCAC
 KV4904
 KV4904                          STATION DESCRIPTION
 KV4904
 KV4904'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV4904'THE STATION IS NEAR THE SUMMIT OF SOUTH MOUNTAIN, IN THE SOUTH
 KV4904'MOUNTAIN RESERVATION (A PUBLIC PARK OF THE ESSEX COUNTY SYSTEM),
 KV4904'LOCATED IN WOODS RECENTLY CLEARED OF UNDERBRUSH BY THE CIVILIAN
 KV4904'CONSERVATION CORPS 40 PACES ESE OF THE CENTER LINE OF A DIRT
 KV4904'ROAD (USED MOSTLY AS A BRIDLE PATH), 38 PACES ESE OF AN 18-INCH
 KV4904'OAK TREE WITH A TRIANGULAR BLAZE NEAR THE EDGE OF THE DIRT
 KV4904'ROAD, 6 PACES WSW OF AN 18-INCH OAK WITH A TRIANGULAR BLAZE,
 KV4904'AND 6 PACES S OF A 12-INCH OAK TREE.  THE MARK PROJECTS 4
 KV4904'INCHES AND IS STAMPED SOUTH MTN. 1935.
 KV4904'
 KV4904'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 KV4904'CONCRETE.
 KV4904'
 KV4904'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN THE TOP
 KV4904'OF A BOULDER 4 PACES NNE OF A 20-INCH OAK TREE.  THE BOULDER
 KV4904'PROJECTS 6 INCHES ABOVE GROUND AND THE MARK IS STAMPED SOUTH
 KV4904'MTN. NO.1 1935.
 KV4904'
 KV4904'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN THE TOP
 KV4904'OF A LARGE PROMINENT BOULDER.  THE MARK IS STAMPED SOUTH
 KV4904'MTN.  NO.2 1935.
 KV4904'
 KV4904'TO REACH THE STATION FROM THE POST OFFICE IN WHIPPANY GO
 KV4904'EASTWARD ON ROUTE 10 FOR 4.2 MILES TO A TRAFFIC CIRCLE, BEAR
 KV4904'RIGHT ON THE ROAD TO CHATHAM AND SUMMIT (A CONCRETE ROAD FOR 1.8
 KV4904'MILES TO A BLACK-SURFACED CROSS ROAD,) TURN LEFT ON THE ROAD TO
 KV4904'CALDWELL (THIS IS LIVINGSTON AVENUE) FOR 1.3 MILES TO CEDAR
 KV4904'STREET (A CROSS STREET.  A WHITE FLASH SERVICE STATION IS ON
 KV4904'THE LEFT AND A CLEANER AND DYERS PLACE IS ON THE RIGHT) HERE
 KV4904'TURN RIGHT ON CEDAR STREET FOLLOWING THE ROAD STRAIGHT FOR
 KV4904'1.6 MILES TO A T-INTERSECTION, TURN LEFT FOLLOWING THE ROAD
 KV4904'STRAIGHT AHEAD FOR 1.7 MILES TO YE OLD ROCK SPRING INN ON
 KV4904'THE LEFT, AND WALKER ROAD RIGHT, TURN RIGHT ON WALKER ROAD
 KV4904'FOR 0.35 MILE TO THE TOP OF A HILL AND MAPLE AVENUE (A NUMBER
 KV4904'OF MAIL BOXES ON EITHER CORNER OF MAPLE AVENUE), TURN RIGHT
 KV4904'ON MAPLE AVENUE FOR 0.4 MILE TO THE ROAD (BECOMES VERY DIM
 KV4904'AND A DIM FORK), HERE BEAR RIGHT ON A WOODS ROAD FOR 0.05
 KV4904'MILE TO A T-INTERSECTION WITH DIRT ROAD, BEAR LEFT ON
 KV4904'THE DIRT ROAD (USED MOSTLY FOR A BRIDLE PATH) FOR 0.05 MILE TO
 KV4904'AN 18-INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE LEFT,
 KV4904'TURN LEFT ACROSS WOODS FOR ABOUT 40 YARDS TO THE STATION.
 KV4904'
 KV4904'NOTE--NO AZIMUTH WAS SET AS THERE WAS NO PLACE IN THE WOODS
 KV4904'WHERE ONE WOULD HAVE BEEN VISIBLE FROM GROUND.
 KV4904'
 KV4904'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 KV4904
 KV4904                          STATION RECOVERY (1937)
 KV4904
 KV4904'RECOVERY NOTE BY BOY SCOUTS OF AMERICA 1937
 KV4904'STATION AND REFERENCE MARKS FOUND AS DESCRIBED.
 KV4904'
 KV4904'EVERYTHING APPEARS TO BE IN GOOD CONDITION.
 KV4904
 KV4904                          STATION RECOVERY (1992)
 KV4904
 KV4904'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KV4904'RECOVERED AS DESCRIBED.
 KV4904
 KV4904                          STATION RECOVERY (2006)
 KV4904
 KV4904'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV4904'ACCESSED FROM 1935 DIRECTIONS. PARKED AT INTERSECTION OF HENRIETTA
 KV4904'DRIVE AND OAK AVENUE IN WEST ORANGE. HIKE IN ON TRAIL.  TURNED LEFT ON
 KV4904'CARRIAGE WAY. FOUND BY COORDINATES.
 KV4904'HAND-HELD GPS COORDINATES FOR RM1 N 40 45 37.0 W 74 13 38.0. HAND-HELD
 KV4904'GPS COORDINATES FOR RM2 N 40 45 34.7 W 74 16 39.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5345 ***********************************************************************
 KV5345  DESIGNATION -  SOUTH R ST PETER PAUL CATH CH
 KV5345  PID         -  KV5345
 KV5345  STATE/COUNTY-  NJ/MIDDLESEX
 KV5345  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5345
 KV5345                         *CURRENT SURVEY CONTROL
 KV5345  ___________________________________________________________________
 KV5345* NAD 83(1996)-  40 26 39.99015(N)    074 22 14.57027(W)     ADJUSTED  
 KV5345* NAVD 88     -                                                        
 KV5345  ___________________________________________________________________
 KV5345  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 KV5345  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KV5345
 KV5345  HORZ ORDER  -  THIRD
 KV5345
 KV5345.The horizontal coordinates were established by classical geodetic methods
 KV5345.and adjusted by the National Geodetic Survey in September 1999..
 KV5345
 KV5345
 KV5345.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5345
 KV5345.The geoid height was determined by GEOID03.
 KV5345
 KV5345;                    North         East     Units Scale Factor Converg.
 KV5345;SPC NJ       -   178,867.821   160,967.229   MT  0.99990148   +0 05 01.9
 KV5345;SPC NJ       -   586,835.51    528,106.65   sFT  0.99990148   +0 05 01.9
 KV5345;SPC NY L     -    30,912.090   268,548.968   MT  1.00001981   -0 14 32.9
 KV5345;SPC NY L     -   101,417.42    881,064.41   sFT  1.00001981   -0 14 32.9
 KV5345;UTM  18      - 4,477,277.917   553,365.968   MT  0.99963506   +0 24 29.6
 KV5345
 KV5345                          SUPERSEDED SURVEY CONTROL
 KV5345
 KV5345  NAD 83(1996)-  40 26 39.98928(N)    074 22 14.57151(W) AD(       ) 4
 KV5345  NAD 83(1986)-  40 26 39.99018(N)    074 22 14.57128(W) AD(       ) 4
 KV5345  NAD 27      -  40 26 39.61400(N)    074 22 16.03800(W) AD(       ) 3
 KV5345
 KV5345.Superseded values are not recommended for survey control.
 KV5345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5345.See file dsdata.txt to determine how the superseded data were derived.
 KV5345
 KV5345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5336677278(NAD 83)
 KV5345_MARKER: 87 = DOME
 KV5345
 KV5345  HISTORY     - Date     Condition        Report By
 KV5345  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5345  HISTORY     - 1934     GOOD             CGS
 KV5345  HISTORY     - 1980     GOOD             LOCENG
 KV5345
 KV5345                          STATION DESCRIPTION
 KV5345
 KV5345'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5345'STATION IS THE DOME S OF THE RARITAN RIVER, ON THE W SIDE OF S
 KV5345'RIVER, IN THE TOWN OF S RIVER ON THE SW CORNER OF LINDEN STREET
 KV5345'AND WHITEHEAD AVENUE, OF THE ST. PETER AND ST. PAUL GREEK CATHOLIC
 KV5345'CHURCH, RISING FROM THE W SIDE OF THE GRAYISH YELLOW BRICK CHURCH
 KV5345'BUILDING.  IT IS A COPPER-SHEATHED DOME, THE LARGEST IN A GROUP
 KV5345'OF FIVE.
 KV5345'
 KV5345'THE STATION IS THE GLASS GREEK CROSS AT THE DOME-APEX.
 KV5345
 KV5345                          STATION RECOVERY (1934)
 KV5345
 KV5345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5345'RECOVERED.
 KV5345
 KV5345                          STATION RECOVERY (1980)
 KV5345
 KV5345'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (FRP)
 KV5345'RECOVERED O.K. - FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5470 ***********************************************************************
 KV5470  DESIGNATION -  SOUTH RIVER ST MARY CATH CH
 KV5470  PID         -  KV5470
 KV5470  STATE/COUNTY-  NJ/MIDDLESEX
 KV5470  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5470
 KV5470                         *CURRENT SURVEY CONTROL
 KV5470  ___________________________________________________________________
 KV5470* NAD 83(1996)-  40 26 59.96548(N)    074 22 39.98089(W)     ADJUSTED  
 KV5470* NAVD 88     -                                                        
 KV5470  ___________________________________________________________________
 KV5470  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 KV5470  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KV5470
 KV5470  HORZ ORDER  -  THIRD
 KV5470
 KV5470.The horizontal coordinates were established by classical geodetic methods
 KV5470.and adjusted by the National Geodetic Survey in September 1999..
 KV5470
 KV5470
 KV5470.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5470
 KV5470.The geoid height was determined by GEOID03.
 KV5470
 KV5470;                    North         East     Units Scale Factor Converg.
 KV5470;SPC NJ       -   179,483.053   160,367.609   MT  0.99990132   +0 04 45.5
 KV5470;SPC NJ       -   588,853.98    526,139.40   sFT  0.99990132   +0 04 45.5
 KV5470;SPC NY L     -    31,530.800   267,952.791   MT  1.00001914   -0 14 49.5
 KV5470;SPC NY L     -   103,447.30    879,108.45   sFT  1.00001914   -0 14 49.5
 KV5470;UTM  18      - 4,477,889.581   552,763.036   MT  0.99963427   +0 24 13.3
 KV5470
 KV5470                          SUPERSEDED SURVEY CONTROL
 KV5470
 KV5470  NAD 83(1996)-  40 26 59.96470(N)    074 22 39.98219(W) AD(       ) 4
 KV5470  NAD 83(1986)-  40 26 59.96571(N)    074 22 39.98212(W) AD(       ) 4
 KV5470  NAD 27      -  40 26 59.58700(N)    074 22 41.44700(W) AD(       ) 3
 KV5470
 KV5470.Superseded values are not recommended for survey control.
 KV5470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5470.See file dsdata.txt to determine how the superseded data were derived.
 KV5470
 KV5470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5276377890(NAD 83)
 KV5470_MARKER: 91 = CHURCH CROSS
 KV5470
 KV5470  HISTORY     - Date     Condition        Report By
 KV5470  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5470  HISTORY     - 1934     GOOD             CGS
 KV5470
 KV5470                          STATION DESCRIPTION
 KV5470
 KV5470'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5470'STATION IS THE STEEPLE S OF THE RARITAN RIVER, ON THE W SIDE
 KV5470'OF S RIVER, IN THE TOWN OF S RIVER ON THE SE CORNER OF JACKSON
 KV5470'STREET AND WHITEHEAD AVENUE, ON THE ST. MARYS ROMAN CATHOLIC
 KV5470'(POLISH) CHURCH, RISING CENTRALLY FROM THE JACKSON STREET SIDE
 KV5470'OF THIS GRAY-STONE BUILDING.  IT IS A COPPER-SHEATHED STEEPLE.
 KV5470'
 KV5470'THE STATION IS THE CROSS AT THE STEEPLE-APEX.
 KV5470
 KV5470                          STATION RECOVERY (1934)
 KV5470
 KV5470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5470'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5468 ***********************************************************************
 KV5468  DESIGNATION -  SOUTH RIVER STANDPIPE
 KV5468  PID         -  KV5468
 KV5468  STATE/COUNTY-  NJ/MIDDLESEX
 KV5468  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5468
 KV5468                         *CURRENT SURVEY CONTROL
 KV5468  ___________________________________________________________________
 KV5468* NAD 83(1996)-  40 25 26.97268(N)    074 22 32.17548(W)     ADJUSTED  
 KV5468* NAVD 88     -                                                        
 KV5468  ___________________________________________________________________
 KV5468  LAPLACE CORR-           5.15  (seconds)                    DEFLEC99
 KV5468  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KV5468
 KV5468  HORZ ORDER  -  THIRD
 KV5468
 KV5468.The horizontal coordinates were established by classical geodetic methods
 KV5468.and adjusted by the National Geodetic Survey in September 1999..
 KV5468
 KV5468
 KV5468.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5468
 KV5468.The geoid height was determined by GEOID03.
 KV5468
 KV5468;                    North         East     Units Scale Factor Converg.
 KV5468;SPC NJ       -   176,615.206   160,555.556   MT  0.99990137   +0 04 50.4
 KV5468;SPC NJ       -   579,445.06    526,756.02   sFT  0.99990137   +0 04 50.4
 KV5468;SPC NY L     -    28,661.586   268,124.421   MT  1.00002237   -0 14 44.4
 KV5468;SPC NY L     -    94,033.89    879,671.54   sFT  1.00002237   -0 14 44.4
 KV5468;UTM  18      - 4,475,023.609   552,967.159   MT  0.99963453   +0 24 17.6
 KV5468
 KV5468                          SUPERSEDED SURVEY CONTROL
 KV5468
 KV5468  NAD 83(1996)-  40 25 26.97148(N)    074 22 32.17690(W) AD(       ) 4
 KV5468  NAD 83(1986)-  40 25 26.97264(N)    074 22 32.17703(W) AD(       ) 4
 KV5468  NAD 27      -  40 25 26.59600(N)    074 22 33.64300(W) AD(       ) 3
 KV5468
 KV5468.Superseded values are not recommended for survey control.
 KV5468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5468.See file dsdata.txt to determine how the superseded data were derived.
 KV5468
 KV5468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5296775024(NAD 83)
 KV5468_MARKER: 52 = STANDPIPE TANK
 KV5468
 KV5468  HISTORY     - Date     Condition        Report By
 KV5468  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV5468
 KV5468                          STATION DESCRIPTION
 KV5468
 KV5468'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3006 ***********************************************************************
 JU3006  DESIGNATION -  SPADA
 JU3006  PID         -  JU3006
 JU3006  STATE/COUNTY-  NJ/GLOUCESTER
 JU3006  USGS QUAD   -  BUENA (1970)
 JU3006
 JU3006                         *CURRENT SURVEY CONTROL
 JU3006  ___________________________________________________________________
 JU3006* NAD 83(1996)-  39 34 37.22720(N)    074 58 41.27053(W)     ADJUSTED  
 JU3006* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 JU3006  ___________________________________________________________________
 JU3006  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 JU3006  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JU3006
 JU3006  HORZ ORDER  -  FIRST
 JU3006
 JU3006.The horizontal coordinates were established by classical geodetic methods
 JU3006.and adjusted by the National Geodetic Survey in September 1999..
 JU3006
 JU3006.The orthometric height was scaled from a topographic map.
 JU3006
 JU3006.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3006
 JU3006.The geoid height was determined by GEOID03.
 JU3006
 JU3006;                    North         East     Units Scale Factor Converg.
 JU3006;SPC NJ       -    82,663.208   108,923.781   MT  0.99992077   -0 18 16.7
 JU3006;SPC NJ       -   271,204.21    357,360.77   sFT  0.99992077   -0 18 16.7
 JU3006;UTM  18      - 4,380,811.140   501,878.224   MT  0.99960004   +0 00 50.2
 JU3006
 JU3006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3006!SPC NJ       -   0.99999890  x   0.99992077  =   0.99991967
 JU3006!UTM  18      -   0.99999890  x   0.99960004  =   0.99959894
 JU3006
 JU3006|---------------------------------------------------------------------|
 JU3006| PID    Reference Object                     Distance      Geod. Az  |
 JU3006|                                                           dddmmss.s |
 JU3006| CB3060 SPADA RM 1                           33.011 METERS 00231     |
 JU3006| JU3004 LANDISVILLE WATER TANK SILVER       APPROX. 6.6 KM 1423049.8 |
 JU3006| JU3003 LANDISVILLE WATER TANK BLACK        APPROX. 6.8 KM 1473821.8 |
 JU3006| CB3061 SPADA RM 2                           27.730 METERS 24319     |
 JU3006| CB3059 SPADA AZ MK                                        3312554.0 |
 JU3006|---------------------------------------------------------------------|
 JU3006
 JU3006                          SUPERSEDED SURVEY CONTROL
 JU3006
 JU3006  NAD 83(1991)-  39 34 37.21505(N)    074 58 41.26514(W) AD(       ) 1
 JU3006  NAD 83(1986)-  39 34 37.21047(N)    074 58 41.26762(W) AD(       ) 1
 JU3006  NAD 27      -  39 34 36.79000(N)    074 58 42.64600(W) AD(       ) 1
 JU3006
 JU3006.Superseded values are not recommended for survey control.
 JU3006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3006.See file dsdata.txt to determine how the superseded data were derived.
 JU3006
 JU3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0187880811(NAD 83)
 JU3006_MARKER: DS = TRIANGULATION STATION DISK
 JU3006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3006_STAMPING: SPADA 1935
 JU3006_MARK LOGO: CGS   
 JU3006_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3006
 JU3006  HISTORY     - Date     Condition        Report By
 JU3006  HISTORY     - 1935     MONUMENTED       CGS
 JU3006  HISTORY     - 1948     GOOD             NJGS
 JU3006  HISTORY     - 19860615 GOOD             NJGS
 JU3006
 JU3006                          STATION DESCRIPTION
 JU3006
 JU3006'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU3006'THE STATION IS ON THE PROPERTY OF ANDREW SPADA 4-1/2 MILES
 JU3006'NORTHWEST OF LANDISVILLE, 19 PACES NORTHEAST OF A DOUBLE OAK
 JU3006'TREE, 6 PACES WEST OF A 12-INCH OAK WITH TRIANGULAR BLAZE, 3
 JU3006'PACES NORTH-NORTHWEST OF EDGE OF WOODS, AND PROJECTS 4 INCHES,
 JU3006'NOTES 1A AND 7A.
 JU3006'
 JU3006'REFERENCE MARK NO. 2 IS 90.98 FEET (27.730 METERS) SOUTHWEST OF
 JU3006'STATION IN LINE WITH SWEET POTATO BED AND GARAGE, 1 PACE NORTHWEST
 JU3006'OF 12-INCH OAK TREE AND PROJECTS 4 INCHES, NOTE 11A.
 JU3006'
 JU3006'REFERENCE MARK NO. 1 IS 108.20 FEET (33.011 METERS) NORTH OF
 JU3006'STATION, 4 PACES SOUTHEAST OF CENTERLINE OF HOUSE ROAD, 6 PACES
 JU3006'WEST-SOUTHWEST OF CENTERLINE OF ROAD, AND PROJECTS 4 INCHES,
 JU3006'NOTE 11A.
 JU3006'
 JU3006'AZIMUTH MARK IS 0.35 MILE NORTH OF STATION, APPROXIMATELY 50
 JU3006'FEET NORTH OF CROSS ROAD ON WEST SIDE OF NORTH-SOUTH HIGHWAY, 6
 JU3006'PACES FROM CENTERLINE OF ROAD, APPROXIMATELY 30 FEET FROM HOUSE,
 JU3006'AND PROJECTS 4 INCHES, NOTE 11A.
 JU3006'
 JU3006'TO REACH STATION FROM FIRST NATIONAL BANK IN NEWFIELD, GO EAST
 JU3006'ACROSS RAILROAD, CONTINUE 1.6 MILES TO CROSS ROAD, TURN LEFT
 JU3006'AND GO 0.65 MILE TO CONCRETE ROAD, CONTINUE STRAIGHT AHEAD FOR
 JU3006'1.75 MILES TO CROSS ROAD AT RED BARN, TURN RIGHT AND GO 1.4 MILES
 JU3006'TO CROSS ROAD AT BRICK HOUSE AND FLAGPOLE.  TURN RIGHT AND GO
 JU3006'0.35 MILE TO THE SPADA HOME AND STATION.
 JU3006'
 JU3006'NO PROMINENT OBJECTS VISIBLE FROM THE GROUND.
 JU3006'
 JU3006'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 JU3006'
 JU3006'REFERENCE MARK NO. 2 IS 172.00 FEET SOUTH-SOUTHWEST OF REFERENCE
 JU3006'MARK NO. 1.
 JU3006
 JU3006                          STATION RECOVERY (1948)
 JU3006
 JU3006'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1948 (DLS)
 JU3006'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD
 JU3006'CONDITION.  NAME OF LAND OWNER IS NOW MAMMI.
 JU3006
 JU3006                          STATION RECOVERY (1986)
 JU3006
 JU3006'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1986 (JRD)
 JU3006'STATION AND RM 2 RECOVERED IN GOOD CONDITION APRIL 1986.  RM 1 AND AZ
 JU3006'MK DESTROYED BY ROAD CONSTRUCTION 1983.  RM 3 ESTABLISHED AT THIS
 JU3006'TIME.  NO AZ MK WAS SET, BUT VISIBILITY IS GOOD NW OR SE ALONG RT 557
 JU3006'TO SET ONE.  STATION IS ON PROPRETY OF ARTHUR MAMMI, ON A LEVEL GRASSY
 JU3006'LOT.  TUCKAHOE RD RT 557 RUNS NW-SE HERE.  THE MARK IS 77.5 FT (23.6
 JU3006'M) SW OF CENTERLINE RT 557, 112 FT (34.1 M) NW OF POLE SJ 407 F, 58.2
 JU3006'FT (17.7 M) NE OF N CORNER OF MR MAMMIS HOUSE TRAILER NUMBER 330, 79
 JU3006'FT (24.1 M) EASTERLY OF S CORNER OF A SHED TO NW OF THE TRAILER, 34 FT
 JU3006'(10.4 M) SW OF A 6 INCH DOGWOOD, 18.5 FT (5.6 M) NW OF CENERLINE OF A
 JU3006'ROW OF LARGE OAK TREES.  MARK PROJECTS 1 INCH, SET INTO THE TOP OF A
 JU3006'SQUARE CONCRETE POST.  STAMPED IS--SPADA 1935--. UNDERGROUND MARK IS A
 JU3006'STANDARD DISK SET INTO A IRREGULAR MASS OF CONCRETE.  TO REACH FROM
 JU3006'POST OFFICE IN LANDISVILLE ON RT 40, PROCEED WESTERLY ON RT 40 1.4
 JU3006'MILES (2.3 KM) TO FORK.  HERE BEAR OFF RIGHT ON RT 557 HEAVY EQUIPMENT
 JU3006'DEALER ON RIGHT AND FOLLOW RT 557 FOR 3.1 MILES (5.0 KM) TO MARK ON
 JU3006'THE LEFT.  THE MARK IS ABOUT 0.4 MILE (0.6 KM) NW OF THE INTERSECTION
 JU3006'WITH VICTOIRIA RD. RM 2 IS SW OF THE STATION, AWAY FROM THE ROAD 36.8
 JU3006'FT (11.2 M) NW OF W RIGHT REAR CORNER OF THE HOUSE TRAILER, 32.2 FT
 JU3006'(9.8 M) S OF S LEFT REAR CORNER SHED, 72.3 FT (22.0 M) SE OF SE FRONT
 JU3006'LEFT CORNER OF CHICKEN COOP BEHIND SHED, AND 3 FT (0.9 M) NW OF TREE
 JU3006'ROW.  MARK IS FLUSH, STAMPED--SPADA NO 2 1935--.  A STANDARD REFERENCE
 JU3006'MARK DISK, SET INTO A SQUARE CONCRETE POST. RM 3 IS NW OF STATION,
 JU3006'ACROSS VACANT LOT, BETWEEN TWO BUSHES AND JUST SE OF GRAVEL DRIVE.  IT
 JU3006'IS 60.6 FT (18.5 M) SW OF CENTERLINE RT 557, 46.5 E OF E CORNER OF
 JU3006'PORCH OF A SMALL FRAME HOUSE, 31 FT (9.4 M) E OF A LARGE TREE IN FRONT
 JU3006'OF THE HOUSE, 13 FT (4.0 M) NE OF A FORSYTHIA BUSH AND 10 FT (3.0 M)
 JU3006'SE OF CENTERLINE GRAVEL DRIVE.  IT IS 3 INCHES BELOW GROUND, A NEW
 JU3006'JERSEY GEODETIC SURVEY ALUMINUM DISK STAMPED--SPADA 1935 RM 3 1986--.
 JU3006'THE LINE IN MIDDLE OF THE DISK WAS BY OVERSIGHT PROBABLY NOT POINTED
 JU3006'TOWARD THE STATION, ALTHOUGH INTENDED TO BE.  DISTANCE RM 2 TO RM 3
 JU3006'139.03 FT (42.38 M) METERS DISTANCE FROM STATION TO RM 2 SHOWED 0.04
 JU3006'FT (1.22 CM) SHORT COMPARED TO ORIGINAL MEASUREMENTS.  THIS
 JU3006'DISCREPANCY WAS NOT ACCOUNTED FOR AND NO CHECK ON THE DIRECTION TO RM
 JU3006'2 WAS AVAILABLE.  MARKS SHOW NO SIGN OF BEING DISTRUBED, HOWEVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4273 ***********************************************************************
 KV4273  DESIGNATION -  SPAN
 KV4273  PID         -  KV4273
 KV4273  STATE/COUNTY-  NJ/HUDSON
 KV4273  USGS QUAD   -  JERSEY CITY (1981)
 KV4273
 KV4273                         *CURRENT SURVEY CONTROL
 KV4273  ___________________________________________________________________
 KV4273* NAD 83(1996)-  40 44 06.15862(N)    074 05 43.29776(W)     ADJUSTED  
 KV4273* NAVD 88     -                                                        
 KV4273  ___________________________________________________________________
 KV4273  LAPLACE CORR-           6.40  (seconds)                    DEFLEC99
 KV4273  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KV4273
 KV4273  HORZ ORDER  -  THIRD
 KV4273
 KV4273.The horizontal coordinates were established by classical geodetic methods
 KV4273.and adjusted by the National Geodetic Survey in September 1999..
 KV4273
 KV4273
 KV4273.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4273
 KV4273.The geoid height was determined by GEOID03.
 KV4273
 KV4273;                    North         East     Units Scale Factor Converg.
 KV4273;SPC NJ       -   211,205.547   184,177.010   MT  0.99991437   +0 15 50.6
 KV4273;SPC NJ       -   692,930.20    604,254.07   sFT  0.99991437   +0 15 50.6
 KV4273;SPC NY L     -    63,120.350   291,944.811   MT  0.99999691   -0 03 44.5
 KV4273;SPC NY L     -   207,087.35    957,822.27   sFT  0.99999691   -0 03 44.5
 KV4273;UTM  18      - 4,509,738.647   576,385.897   MT  0.99967182   +0 35 25.3
 KV4273
 KV4273                          SUPERSEDED SURVEY CONTROL
 KV4273
 KV4273  NAD 83(1996)-  40 44 06.15853(N)    074 05 43.29785(W) AD(       ) 4
 KV4273  NAD 83(1996)-  40 44 06.15746(N)    074 05 43.29896(W) AD(       ) 4
 KV4273  NAD 83(1992)-  40 44 06.15671(N)    074 05 43.29993(W) AD(       ) 4
 KV4273  NAD 83(1986)-  40 44 06.15774(N)    074 05 43.30143(W) AD(       ) 4
 KV4273  NAD 27      -  40 44 05.79200(N)    074 05 44.78700(W) AD(       ) 3
 KV4273
 KV4273.Superseded values are not recommended for survey control.
 KV4273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4273.See file dsdata.txt to determine how the superseded data were derived.
 KV4273
 KV4273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7638609739(NAD 83)
 KV4273
 KV4273  HISTORY     - Date     Condition        Report By
 KV4273  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4273
 KV4273                          STATION DESCRIPTION
 KV4273
 KV4273'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4273'STATION IS ON THE HACKENSACK RIVER AND U.S. HIGHWAY 1, IN KEARNY
 KV4273'ATOP THE MAIN HACKENSACK RIVER CHANNEL-SPAN OF THE STEEL HIGHWAY
 KV4273'VIADUCT OVER THE HACKENSACK AND PASSAIC RIVERS AND THE NEW JERSEY
 KV4273'MEADOWS.  IT IS ON THE BRIDGE CENTER LINE DIRECTLY OVER THE
 KV4273'WESTERLY PIER OF THIS SPAN AND MIDWAY BETWEEN THE TWO VIADUCT
 KV4273'TRUSSES.
 KV4273'
 KV4273'STATION IS THE AVIATION CLEARANCE LIGHT ATOP THE HORIZONTAL
 KV4273'STRUT CONNECTING THE HIGHEST POINTS OF THE UPPER CHORDS OF THE
 KV4273'TWO TRUSSES OVER THE WESTERLY PIER.  THE LIGHT IS RED, SURROUNDED
 KV4273'BY A CYLINDRICAL, PLAIN-GLASS PROTECTOR ABOUT 1 FOOT IN DIAMETER
 KV4273'AND HAVING A CONICAL METAL TOP.  THE APEX OF THE LIGHT IS ABOUT
 KV4273'1.5 METERS ABOVE THE TOP OF THE STRUT AND APPROXIMATELY 70 FEET
 KV4273'ABOVE THE VIADUCT ROADWAY.
 KV4273'
 KV4273'IT MAY BE REACHED BY A LADDER ON THE INSIDE OF THE VERTICAL
 KV4273'TRUSS MEMBER ON THE S SIDE OF THE BRIDGE.
 KV4273'
 KV4273'CENTER IS THE LIGHT APEX.  IT WAS NOT OCCUPIED, ALTHOUGH IT
 KV4273'IS NOT IMPOSSIBLE TO DO SO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5315 ***********************************************************************
 KV5315  DESIGNATION -  SPENCE
 KV5315  PID         -  KV5315
 KV5315  STATE/COUNTY-  NJ/MONMOUTH
 KV5315  USGS QUAD   -  ROOSEVELT (1981)
 KV5315
 KV5315                         *CURRENT SURVEY CONTROL
 KV5315  ___________________________________________________________________
 KV5315* NAD 83(1996)-  40 11 10.35966(N)    074 28 34.71627(W)     ADJUSTED  
 KV5315* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 KV5315  ___________________________________________________________________
 KV5315  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 KV5315  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV5315
 KV5315  HORZ ORDER  -  FIRST
 KV5315
 KV5315.The horizontal coordinates were established by classical geodetic methods
 KV5315.and adjusted by the National Geodetic Survey in September 1999..
 KV5315
 KV5315.The orthometric height was scaled from a topographic map.
 KV5315
 KV5315.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5315
 KV5315.The geoid height was determined by GEOID03.
 KV5315
 KV5315;                    North         East     Units Scale Factor Converg.
 KV5315;SPC NJ       -   150,188.815   152,017.267   MT  0.99990005   +0 00 55.0
 KV5315;SPC NJ       -   492,744.47    498,743.32   sFT  0.99990005   +0 00 55.0
 KV5315;UTM  18      - 4,448,556.620   544,580.458   MT  0.99962446   +0 20 16.5
 KV5315
 KV5315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5315!SPC NJ       -   0.99998914  x   0.99990005  =   0.99988919
 KV5315!UTM  18      -   0.99998914  x   0.99962446  =   0.99961360
 KV5315
 KV5315:                Primary Azimuth Mark                     Grid Az
 KV5315:SPC NJ       -  DISBORO 2                                013 37 34.5
 KV5315:UTM  18      -  DISBORO 2                                013 18 13.0
 KV5315
 KV5315|---------------------------------------------------------------------|
 KV5315| PID    Reference Object                     Distance      Geod. Az  |
 KV5315|                                                           dddmmss.s |
 KV5315| KV5313 DISBORO 2                           APPROX. 6.9 KM 0133829.5 |
 KV5315| CB6399 SPENCE RM 1                          25.830 METERS 16614     |
 KV5315| CB6400 SPENCE RM 2                          18.940 METERS 23507     |
 KV5315|---------------------------------------------------------------------|
 KV5315
 KV5315                          SUPERSEDED SURVEY CONTROL
 KV5315
 KV5315  NAD 83(1986)-  40 11 10.35648(N)    074 28 34.71486(W) AD(       ) 1
 KV5315  NAD 27      -  40 11 09.95600(N)    074 28 36.16800(W) AD(       ) 1
 KV5315
 KV5315.Superseded values are not recommended for survey control.
 KV5315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5315.See file dsdata.txt to determine how the superseded data were derived.
 KV5315
 KV5315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4458048557(NAD 83)
 KV5315_MARKER: DS = TRIANGULATION STATION DISK
 KV5315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5315
 KV5315  HISTORY     - Date     Condition        Report By
 KV5315  HISTORY     - 1935     MONUMENTED       CGS
 KV5315  HISTORY     - 1936     GOOD             NJGS
 KV5315  HISTORY     - 1941     GOOD             CGS
 KV5315  HISTORY     - 1955     MARK NOT FOUND   CGS
 KV5315  HISTORY     - 1959     SEE DESCRIPTION  CGS
 KV5315  HISTORY     - 1973     MARK NOT FOUND   NGS
 KV5315
 KV5315                          STATION DESCRIPTION
 KV5315
 KV5315'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5315'THE STATION IS LOCATED ON THE PROPERTY OF DAVID SPENCE, ON A HILL
 KV5315'COMMONLY KNOWN AS STONY HILL, 2.2 MILES AIRLINE SOUTHWEST OF
 KV5315'CLARKESBURG, 5 PACES NORTHWEST OF A TRIPLE OAK, 10 PACES SOUTH
 KV5315'OF A 10-INCH OAK, 20 PACES NORTHWEST OF AN OLD GRAVEL PIT.  MARK
 KV5315'PROJECTS 6 INCHES.
 KV5315'
 KV5315'REFERENCE MARK NO. 1 IS 84.75 FEET (25.830 METERS) SOUTHEAST
 KV5315'OF STATION, AND 7 PACES SOUTHEAST OF CENTERLINE OF ROAD.  MARK
 KV5315'PROJECTS 6 INCHES.
 KV5315'
 KV5315'REFERENCE MARK NO. 2 IS 62.14 FEET (18.940 METERS) SOUTH OF
 KV5315'STATION, AND APPROXIMATELY 7 PACES NORTHWEST OF CENTERLINE OF
 KV5315'ROAD.  MARK PROJECTS 6 INCHES.
 KV5315'
 KV5315'TO REACH THE STATION FROM LAKEWOOD, GO TO THE BLINKER AT
 KV5315'CASSVILLE.  HERE TURN RIGHT AND GO TO REVERSED Y AT SIGN,
 KV5315'LAKEWOOD 11 MILES.  HERE GO STRAIGHT AHEAD FOR 2.7 MILES TO T-ROAD
 KV5315'RIGHT (DIRT), HERE TURN RIGHT AND GO 1.7 MILES TO HARD SURFACE
 KV5315'AT REVERSED Y, TAKE LEFT FORK AND GO 0.5 MILE TO Y, TAKE LEFT
 KV5315'FORK AND GO 1.5 MILES TO RUINS OF OLD HOUSE AND RED BARN WHICH
 KV5315'IS STILL STANDING.  HERE TURN LEFT, GO 0.05 MILE TO FARM ROAD
 KV5315'RIGHT, TURN RIGHT AND GO 0.2 MILE TO SAND PIT AND STATION SITE
 KV5315'ON RIGHT.
 KV5315'
 KV5315'A 64-FOOT TOWER WILL CLEAR ALL LINES.
 KV5315'
 KV5315'NO AZIMUTH MARK SET AT THIS STATION.
 KV5315'
 KV5315'NO PROMINENT NATURAL OBJECTS VISIBLE FROM THE GROUND.
 KV5315'
 KV5315'DISTANCE BETWEEN REFERENCE MARKS NOT MEASURED ON ACCOUNT
 KV5315'OF UNDERBRUSH.
 KV5315
 KV5315                          STATION RECOVERY (1936)
 KV5315
 KV5315'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 KV5315'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KV5315'
 KV5315'AN AZIMUTH MARK WAS ESTABLISHED 0.3 MILE SOUTHWEST OF
 KV5315'STATION.  IT IS A STANDARD UNITED STATES COAST AND GEODETIC SURVEY
 KV5315'REFERENCE MARK DISK, SET IN A CONCRETE MONUMENT.
 KV5315'
 KV5315'TO REACH THIS MARK FROM THE STATION, FOLLOW THE ADJACENT DIRT
 KV5315'ROAD SOUTHWEST FOR 0.3 MILE TO A POINT AT THE TOP OF A SLIGHT
 KV5315'RISE WHERE ROAD STARTS TO CURVE TO THE LEFT, MARKED BY A GROUP
 KV5315'OF FOUR 6-INCH OAK TREES ON THE NORTH SIDE OF ROAD, TWO OF WHICH
 KV5315'ARE BLAZED.  AZIMUTH MARK IS 162 FEET NORTHWEST, AT RIGHT ANGLES
 KV5315'TO CENTERLINE OF ROAD.
 KV5315
 KV5315                          STATION RECOVERY (1941)
 KV5315
 KV5315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (MDG)
 KV5315'TO REACH THE STATION GO ABOUT 1-1/2 MILES WEST FROM CLARKESBURG
 KV5315'ON ROAD TO ALLENTOWN TO CROSSROADS KNOWN AS STONE TRAVERN NEAR
 KV5315'WHICH IS LOCATED A NEW BUNGALOW.  HERE TURN LEFT 0.05 MILE TO
 KV5315'ROUGH ABANDONED ROAD ON RIGHT.  FOLLOW ROAD 0.2 MILE TO SAND PITS
 KV5315'ON BOTH SIDES.  STATION IS BY PIT ON RIGHT.  THE OAKS HAVE BEEN
 KV5315'CUT DOWN BUT THEIR STUMPS REMAIN.  CLARKESBURG CAN BE REACHED
 KV5315'MUCH MORE DIRECTLY FROM LAKEWOOD BY ROAD THROUGH JACKSONS MILLS
 KV5315'AND HOLMSON.
 KV5315
 KV5315                          STATION RECOVERY (1955)
 KV5315
 KV5315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RGB)
 KV5315'STATION AND RM 2 HAVE BEEN DESTROYED BY EXTENTION OF THE OLD
 KV5315'GRAVEL PIT.  RM 1 IS STILL IN GOOD CONDITION.  AZIMUTH MARK WAS
 KV5315'NOT SEARCHED FOR, BUT IS PROBABLY IN GOOD CONDITION.
 KV5315
 KV5315                          STATION RECOVERY (1959)
 KV5315
 KV5315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 KV5315'REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION.  STATION MARK
 KV5315'WAS FOUND KNOCKED OUT OF GROUND IN BOTTOM OF EXCAVATED AREA OF
 KV5315'GRAVEL PIT.  REFERENCE MARK NO. 2 SEARCHED FOR BUT NOT
 KV5315'RECOVERED.  AREA TO SOUTH OF WHERE STATION WAS LOCATED HAS ALSO
 KV5315'BEEN EXCAVATED.
 KV5315
 KV5315                          STATION RECOVERY (1973)
 KV5315
 KV5315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 KV5315'THE STATION WAS SEARCHED FOR BUT NO MARKS WERE FOUND.  IT IS
 KV5315'POSSIBLE THE MONUMENTS STILL REMAIN INTACT, HOWEVER AT THIS DATE
 KV5315'THERE IS INSUFFICENT INFORMATION AVAILABLE TO LOCATE THE
 KV5315'EXACT POSITION.
 KV5315'
 KV5315'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5315'2 MILES SOUTHWEST OF CLARKSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0827 ***********************************************************************
 KU0827  DESIGNATION -  SPERM USE
 KU0827  PID         -  KU0827
 KU0827  STATE/COUNTY-  NJ/MONMOUTH
 KU0827  USGS QUAD   -  SANDY HOOK (1981)
 KU0827
 KU0827                         *CURRENT SURVEY CONTROL
 KU0827  ___________________________________________________________________
 KU0827* NAD 83(1986)-  40 25 39.     (N)    073 59 00.     (W)     SCALED    
 KU0827* NAVD 88     -         1.550  (meters)       5.09   (feet)  ADJUSTED  
 KU0827  ___________________________________________________________________
 KU0827  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KU0827  DYNAMIC HT  -           1.550 (meters)       5.09  (feet)  COMP
 KU0827  MODELED GRAV-     980,193.1   (mgal)                       NAVD 88
 KU0827
 KU0827  VERT ORDER  -  FIRST     CLASS II
 KU0827
 KU0827.The horizontal coordinates were scaled from a topographic map and have
 KU0827.an estimated accuracy of +/- 6 seconds.
 KU0827
 KU0827.The orthometric height was determined by differential leveling
 KU0827.and adjusted by the National Geodetic Survey in June 1991..
 KU0827
 KU0827.The geoid height was determined by GEOID03.
 KU0827
 KU0827.The dynamic height is computed by dividing the NAVD 88
 KU0827.geopotential number by the normal gravity value computed on the
 KU0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0827.degrees latitude (g = 980.6199 gals.).
 KU0827
 KU0827.The modeled gravity was interpolated from observed gravity values.
 KU0827
 KU0827;                    North         East    Units  Estimated Accuracy
 KU0827;SPC NJ       -   177,110.      193,840.      MT  (+/- 180 meters Scaled)
 KU0827
 KU0827                          SUPERSEDED SURVEY CONTROL
 KU0827
 KU0827  NGVD 29 (04/16/92)    1.869  (m)            6.13   (f) ADJUSTED    1 2
 KU0827
 KU0827.Superseded values are not recommended for survey control.
 KU0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0827.See file dsdata.txt to determine how the superseded data were derived.
 KU0827
 KU0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK862757(NAD 83)
 KU0827_MARKER: Z = SEE DESCRIPTION
 KU0827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0827_SP_SET: CONCRETE FOOTING
 KU0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0827
 KU0827  HISTORY     - Date     Condition        Report By
 KU0827  HISTORY     - UNK      MONUMENTED       DOD
 KU0827  HISTORY     - 1952     GOOD             NGS
 KU0827  HISTORY     - 1964     MARK NOT FOUND   NGS
 KU0827
 KU0827                          STATION DESCRIPTION
 KU0827
 KU0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0827'AT FORT HANCOCK.
 KU0827'AT FORT HANCOCK, ON SANDY HOOK, ABOUT 1.95 MILES NORTH ALONG SANDY
 KU0827'HOOK ROAD FROM THE ENTRANCE GATE TO MILITARY RESERVATION, AT
 KU0827'THE JUNCTION OF A ROAD SOUTHEAST TO OLD ABANDONED COAST GUARD
 KU0827'STATION, AN OUTLINED SQUARE ON THE TOP OF THE CENTER OF THE
 KU0827'NORTHWEST ONE OF 15 CONCRETE FOOTINGS OF AN ABANDONED BUILDING,
 KU0827'17 FEET EAST OF CENTER LINE OF NORTH BOUND TRAFFIC LANE OF ROAD,
 KU0827'110 FEET SOUTH OF CENTER OF JUNCTION OF ROAD SOUTHEAST, 43 FEET
 KU0827'SOUTHWEST OF SOUTHWEST CORNER OF BUILDING NO. 89, 14 1/2 FEET
 KU0827'WEST OF A POWER POLE WITH A TRANSFORMER AND ABOUT 2 FEET ABOVE
 KU0827'ROAD.
 KU0827
 KU0827                          STATION RECOVERY (1964)
 KU0827
 KU0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU0827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2811 ***********************************************************************
 KU2811  DESIGNATION -  SPERMACETI COVE CG CUPOLA
 KU2811  PID         -  KU2811
 KU2811  STATE/COUNTY-  NJ/MONMOUTH
 KU2811  USGS QUAD   -  SANDY HOOK (1981)
 KU2811
 KU2811                         *CURRENT SURVEY CONTROL
 KU2811  ___________________________________________________________________
 KU2811* NAD 83(1996)-  40 25 36.08560(N)    073 59 03.26686(W)     ADJUSTED  
 KU2811* NAVD 88     -                                                        
 KU2811  ___________________________________________________________________
 KU2811  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 KU2811  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KU2811
 KU2811  HORZ ORDER  -  THIRD
 KU2811
 KU2811.The horizontal coordinates were established by classical geodetic methods
 KU2811.and adjusted by the National Geodetic Survey in September 1999..
 KU2811
 KU2811
 KU2811.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2811
 KU2811.The geoid height was determined by GEOID03.
 KU2811
 KU2811;                    North         East     Units Scale Factor Converg.
 KU2811;SPC NJ       -   177,016.570   193,763.028   MT  0.99992357   +0 20 04.1
 KU2811;SPC NJ       -   580,761.86    635,704.20   sFT  0.99992357   +0 20 04.1
 KU2811;UTM  18      - 4,475,612.747   586,163.542   MT  0.99969139   +0 39 31.4
 KU2811
 KU2811                          SUPERSEDED SURVEY CONTROL
 KU2811
 KU2811  NAD 83(1996)-  40 25 36.08557(N)    073 59 03.26659(W) AD(       ) 4
 KU2811  NAD 83(1986)-  40 25 36.08539(N)    073 59 03.26654(W) AD(       ) 4
 KU2811  NAD 27      -  40 25 35.69600(N)    073 59 04.77400(W) AD(       ) 3
 KU2811
 KU2811.Superseded values are not recommended for survey control.
 KU2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2811.See file dsdata.txt to determine how the superseded data were derived.
 KU2811
 KU2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8616475613(NAD 83)
 KU2811_MARKER: 86 = CUPOLA
 KU2811
 KU2811  HISTORY     - Date     Condition        Report By
 KU2811  HISTORY     - 1940     FIRST OBSERVED   CGS
 KU2811  HISTORY     - 1986     GOOD             NOS
 KU2811  HISTORY     - 1988     GOOD             NOSAMC
 KU2811  HISTORY     - 19950728 GOOD             USPSQD
 KU2811
 KU2811                          STATION DESCRIPTION
 KU2811
 KU2811'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KU2811'STATION IS THE CENTER OF A PIPE PROJECTING ABOUT 18 IN. ABOVE THE
 KU2811'APPARENT CENTER OF THE CUPOLA ON THE OBSERVATION TOWER OF THE
 KU2811'SPERMACETI COVE COAST GUARD STATION.
 KU2811'
 KU2811'THIS STATION IS LOCATED ON THE FORT HANCOCK MILITARY RESERVATION,
 KU2811'ON THE E SIDE OF THE HIGHWAY TO FORT HANCOCK, OPPOSITE SPERMACETI
 KU2811'COVE.  THE BUILDING IS PAINTED WHITE WITH A RED ROOF.  THE
 KU2811'OBSERVATION TOWER IS PART OF THE MAIN BUILDING AND IS ON ITS
 KU2811'E SIDE.
 KU2811
 KU2811                          STATION RECOVERY (1986)
 KU2811
 KU2811'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KU2811'THE STATION WAS RECOVERED AT THIS DATE.
 KU2811'
 KU2811'RECOVERED BY R DECROIX.
 KU2811
 KU2811                          STATION RECOVERY (1988)
 KU2811
 KU2811'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KU2811'THE STATION WAS RECOVERED AT THIS DATE. THE STATION IS LOCATED ON
 KU2811'SANDY HOOK AT GATEWAY NATIONAL RECREATION PARK AND IS NOW THE
 KU2811'OBSERVATION TOWER AT THE VISITORS CENTER.
 KU2811
 KU2811                          STATION RECOVERY (1995)
 KU2811
 KU2811'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU2811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2815 ***********************************************************************
 KU2815  DESIGNATION -  SPERMACETI COVE LIGHT
 KU2815  PID         -  KU2815
 KU2815  STATE/COUNTY-  NJ/MONMOUTH
 KU2815  USGS QUAD   -  SANDY HOOK (1981)
 KU2815
 KU2815                         *CURRENT SURVEY CONTROL
 KU2815  ___________________________________________________________________
 KU2815* NAD 83(1996)-  40 25 13.26188(N)    073 59 43.37134(W)     ADJUSTED  
 KU2815* NAVD 88     -                                                        
 KU2815  ___________________________________________________________________
 KU2815  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 KU2815  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KU2815
 KU2815  HORZ ORDER  -  THIRD
 KU2815
 KU2815.The horizontal coordinates were established by classical geodetic methods
 KU2815.and adjusted by the National Geodetic Survey in September 1999..
 KU2815
 KU2815
 KU2815.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2815
 KU2815.The geoid height was determined by GEOID03.
 KU2815
 KU2815;                    North         East     Units Scale Factor Converg.
 KU2815;SPC NJ       -   176,307.175   192,821.785   MT  0.99992256   +0 19 37.9
 KU2815;SPC NJ       -   578,434.46    632,616.14   sFT  0.99992256   +0 19 37.9
 KU2815;UTM  18      - 4,474,898.203   585,226.547   MT  0.99968941   +0 39 05.1
 KU2815
 KU2815                          SUPERSEDED SURVEY CONTROL
 KU2815
 KU2815  NAD 83(1996)-  40 25 13.26184(N)    073 59 43.37093(W) AD(       ) 4
 KU2815  NAD 83(1986)-  40 25 13.26183(N)    073 59 43.37072(W) AD(       ) 4
 KU2815  NAD 27      -  40 25 12.87100(N)    073 59 44.87600(W) AD(       ) 3
 KU2815
 KU2815.Superseded values are not recommended for survey control.
 KU2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2815.See file dsdata.txt to determine how the superseded data were derived.
 KU2815
 KU2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8522774898(NAD 83)
 KU2815_MARKER: 14 = NAVIGATION LIGHT
 KU2815
 KU2815  HISTORY     - Date     Condition        Report By
 KU2815  HISTORY     - 1940     FIRST OBSERVED   CGS
 KU2815  HISTORY     - 19950728 MARK NOT FOUND   USPSQD
 KU2815  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 KU2815
 KU2815                          STATION DESCRIPTION
 KU2815
 KU2815'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KU2815'STATION IS THE CENTER OF AN AUTOMATIC FLASHING WHITE LIGHT ON TOP
 KU2815'OF A METAL STRUCTURE SET ON A WHITE BASE LOCATED AT THE ENTRANCE
 KU2815'TO SPERMACETI COVE.  IT COULD NOT BE ASCERTAINED AS TO WHETHER OR
 KU2815'NOT THIS LIGHT WAS ONE OF THE TWO LIGHTS CALLED WEST BEACON,
 KU2815'SPERMACETI, 1930 AND EAST BEACON, SPERMACETI, 1930.  THERE IS
 KU2815'NOW ONE LIGHT ONLY.
 KU2815
 KU2815                          STATION RECOVERY (1995)
 KU2815
 KU2815'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU2815'MARK NOT FOUND.
 KU2815
 KU2815                          STATION RECOVERY (1995)
 KU2815
 KU2815'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU2815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4162 ***********************************************************************
 KV4162  DESIGNATION -  SPIRE
 KV4162  PID         -  KV4162
 KV4162  STATE/COUNTY-  NJ/ESSEX
 KV4162  USGS QUAD   -  ORANGE (1981)
 KV4162
 KV4162                         *CURRENT SURVEY CONTROL
 KV4162  ___________________________________________________________________
 KV4162* NAD 83(1996)-  40 47 11.75696(N)    074 08 55.72603(W)     ADJUSTED  
 KV4162* NAVD 88     -                                                        
 KV4162  ___________________________________________________________________
 KV4162  LAPLACE CORR-           6.05  (seconds)                    DEFLEC99
 KV4162  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KV4162
 KV4162  HORZ ORDER  -  THIRD
 KV4162
 KV4162.The horizontal coordinates were established by classical geodetic methods
 KV4162.and adjusted by the National Geodetic Survey in September 1999..
 KV4162
 KV4162
 KV4162.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4162
 KV4162.The geoid height was determined by GEOID03.
 KV4162
 KV4162;                    North         East     Units Scale Factor Converg.
 KV4162;SPC NJ       -   216,910.715   179,639.358   MT  0.99991081   +0 13 45.9
 KV4162;SPC NJ       -   711,647.90    589,366.79   sFT  0.99991081   +0 13 45.9
 KV4162;SPC NY L     -    68,851.769   287,439.376   MT  0.99999551   -0 05 50.4
 KV4162;SPC NY L     -   225,891.18    943,040.69   sFT  0.99999551   -0 05 50.4
 KV4162;UTM  18      - 4,515,416.475   571,816.929   MT  0.99966348   +0 33 21.8
 KV4162
 KV4162                          SUPERSEDED SURVEY CONTROL
 KV4162
 KV4162  NAD 83(1996)-  40 47 11.75675(N)    074 08 55.72629(W) AD(       ) 4
 KV4162  NAD 83(1986)-  40 47 11.75435(N)    074 08 55.73187(W) AD(       ) 4
 KV4162  NAD 27      -  40 47 11.38500(N)    074 08 57.20200(W) AD(       ) 3
 KV4162
 KV4162.Superseded values are not recommended for survey control.
 KV4162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4162.See file dsdata.txt to determine how the superseded data were derived.
 KV4162
 KV4162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7181715416(NAD 83)
 KV4162_MARKER: 90 = CHURCH SPIRE
 KV4162
 KV4162  HISTORY     - Date     Condition        Report By
 KV4162  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4162  HISTORY     - 1933     GOOD             CGS
 KV4162  HISTORY     - 20051120 GOOD             GEOCAC
 KV4162
 KV4162                          STATION DESCRIPTION
 KV4162
 KV4162'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4162'THE SPIRE OF THE REFORMED CHURCH OF BELLEVILLE, W SIDE OF
 KV4162'PASSAIC RIVER, AND AT THE SW CORNER OF MAIN AND RIDGE (OR
 KV4162'RUTGERS) STREETS.  THE ELKS HOME, ON THE W SIDE OF MAIN STREET,
 KV4162'IS ABOUT 100 METERS NE OF THE CHURCH.
 KV4162
 KV4162                          STATION RECOVERY (1933)
 KV4162
 KV4162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4162'STATION RECOVERED IN GOOD CONDITION FROM THE ORIGINAL
 KV4162'DESCRIPTION.  IT IS THE RED SHINGLED SPIRE OF THE BELLEVILLE
 KV4162'REFORMED CHURCH (A BROWN STONE, SLATE-ROOFED BUILDING).
 KV4162'
 KV4162'STATION IS THE SPIRE-APEX.
 KV4162'
 KV4162'IT WAS NOT OCCUPIED.
 KV4162
 KV4162                          STATION RECOVERY (2005)
 KV4162
 KV4162'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV4162'DUTCH REFORMED CHURCH ON THE SW CORNER OF MAIN AND RUTGERS STREETS,
 KV4162'BELLEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2894 ***********************************************************************
 JU2894  DESIGNATION -  SPOIL
 JU2894  PID         -  JU2894
 JU2894  STATE/COUNTY-  NJ/ATLANTIC
 JU2894  USGS QUAD   -  MAYS LANDING (1989)
 JU2894
 JU2894                         *CURRENT SURVEY CONTROL
 JU2894  ___________________________________________________________________
 JU2894* NAD 83(1996)-  39 23 35.50804(N)    074 43 03.85287(W)     ADJUSTED  
 JU2894* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2894  ___________________________________________________________________
 JU2894  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 JU2894  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JU2894
 JU2894  HORZ ORDER  -  SECOND
 JU2894
 JU2894.The horizontal coordinates were established by classical geodetic methods
 JU2894.and adjusted by the National Geodetic Survey in September 1999..
 JU2894
 JU2894.The orthometric height was scaled from a topographic map.
 JU2894
 JU2894.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2894
 JU2894.The geoid height was determined by GEOID03.
 JU2894
 JU2894;                    North         East     Units Scale Factor Converg.
 JU2894;SPC NJ       -    62,171.111   131,244.940   MT  0.99990433   -0 08 17.5
 JU2894;SPC NJ       -   203,973.05    430,592.77   sFT  0.99990433   -0 08 17.5
 JU2894;UTM  18      - 4,360,449.513   524,305.822   MT  0.99960727   +0 10 44.9
 JU2894
 JU2894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2894!SPC NJ       -   1.00000524  x   0.99990433  =   0.99990957
 JU2894!UTM  18      -   1.00000524  x   0.99960727  =   0.99961251
 JU2894
 JU2894:                Primary Azimuth Mark                     Grid Az
 JU2894:SPC NJ       -  SPOIL RM 5 AZIMUTH                       003 29 11.4
 JU2894:UTM  18      -  SPOIL RM 5 AZIMUTH                       003 10 09.0
 JU2894
 JU2894|---------------------------------------------------------------------|
 JU2894| PID    Reference Object                     Distance      Geod. Az  |
 JU2894|                                                           dddmmss.s |
 JU2894| CB3067 SPOIL RM 5 AZIMUTH                                 0032053.9 |
 JU2894| JU2892 WEST TOWER                          APPROX. 3.6 KM 0035257.8 |
 JU2894| CB3062 SPOIL AZ MK                                        0141205.2 |
 JU2894| CB3065 SPOIL RM 3                           24.137 METERS 04026     |
 JU2894| CB3063 SPOIL RM 1                           23.120 METERS 04648     |
 JU2894| CB3066 SPOIL RM 4                           38.408 METERS 14550     |
 JU2894| CB3064 SPOIL RM 2                           28.418 METERS 16126     |
 JU2894| JU2893 MAYS LANDING STANDPIPE              APPROX. 6.7 KM 3550708.1 |
 JU2894|---------------------------------------------------------------------|
 JU2894
 JU2894                          SUPERSEDED SURVEY CONTROL
 JU2894
 JU2894  NAD 83(1986)-  39 23 35.49692(N)    074 43 03.85356(W) AD(       ) 2
 JU2894  NAD 27      -  39 23 35.08000(N)    074 43 05.26900(W) AD(       ) 2
 JU2894
 JU2894.Superseded values are not recommended for survey control.
 JU2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2894.See file dsdata.txt to determine how the superseded data were derived.
 JU2894
 JU2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2430660450(NAD 83)
 JU2894_MARKER: DS = TRIANGULATION STATION DISK
 JU2894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2894
 JU2894  HISTORY     - Date     Condition        Report By
 JU2894  HISTORY     - 1935     MONUMENTED       CGS
 JU2894  HISTORY     - 1949     GOOD             CGS
 JU2894  HISTORY     - 1950     GOOD             CGS
 JU2894  HISTORY     - 1955     GOOD             CGS
 JU2894  HISTORY     - 1961     MARK NOT FOUND   CGS
 JU2894  HISTORY     - 1976     MARK NOT FOUND   NGS
 JU2894
 JU2894                          STATION DESCRIPTION
 JU2894
 JU2894'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU2894'SPOIL IS LOCATED ON THE E BANK OF THE GREAT EGG RIVER ABOUT
 JU2894'4.5 MILES S OF MAYS LANDING AND ABOUT 150 FEET W OF THE OCEAN
 JU2894'CITY ROAD.  THE STATION IS ABOUT 150 FEET NW OF THE RUINS OF AN
 JU2894'OLD HOUSE ON A SANDY POINT NEAR THE E BANK OF THE GREAT EGG
 JU2894'RIVER.  17 PACES SSE OF A 12-INCH PINE, ABOUT 100 FEET E OF THE
 JU2894'RIVER BANK.  THE MARK PROJECTS ABOUT 1 INCH ABOVE THE SURFACE
 JU2894'OF THE GROUND.
 JU2894'
 JU2894'STARTING FROM THE JUNCTION OF N.J. HIGHWAY 48 AND THE OCEAN
 JU2894'CITY ROAD JUST SE OF MAYS LANDING DRIVE 4.4 MILES S ON THE OCEAN
 JU2894'CITY ROAD (BLACK SURFACE TREATED) TO THE RUINS OF AN OLD HOUSE
 JU2894'AND A LINE OF 13 CEDARS ON THE W SIDE OF THE ROAD.  TURN W
 JU2894'(RIGHT) AND PASS AROUND THE N SIDE OF THE OLD HOUSE TO THE
 JU2894'STATION NEAR THE RIVER BANK.
 JU2894'
 JU2894'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JU2894'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 JU2894'
 JU2894'REFERENCE MARK NO.1 IS 75.83 FEET OR 23.120 METERS NE OF THE
 JU2894'STATION, 4 PACES S OF A 18-INCH POPLAR, 9 PACES E OF A 12-INCH
 JU2894'PINE.  THE MARK PROJECTED ABOUT 3 INCHES ABOVE THE SURFACE
 JU2894'OF THE GROUND.
 JU2894'
 JU2894'REFERENCE MARK NO. 2 IS 93.24 FEET OR 28.418 METERS S OF THE
 JU2894'STATION, 3 PACES NNW OF A 2-INCH OAK TREE.  THE MARK PROJECTS
 JU2894'3 INCHES ABOVE THE SURFACE OF THE GROUND.
 JU2894'
 JU2894'AZIMUTH MARK IS ABOUT 0.15 MILE N OF THE STATION, 25 PACES W
 JU2894'OF THE CENTER LINE OF THE OCEAN CITY ROAD, 3 PACES S OF A
 JU2894'12-INCH LOCUST TREE, 5 PACES WSW OF A 10-INCH PINE.  THE MARK
 JU2894'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 JU2894'
 JU2894'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED FROM THIS STATION.
 JU2894
 JU2894                          STATION RECOVERY (1949)
 JU2894
 JU2894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ITS)
 JU2894'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 JU2894'CONDITION.  AZIMUTH MARK WAS REMOVED DUE TO PLANNED
 JU2894'CONSTRUCTION.  A NEW DESCRIPTION FOLLOWS--
 JU2894'
 JU2894'STATION IS LOCATED ON THE E BANK OF THE GREAT EGG RIVER, ABOUT
 JU2894'5.0 MILES BY ROAD S OF MAYS LANDING, AND ABOUT 150 FEET W OF THE
 JU2894'OCEAN CITY ROAD.  IT IS ABOUT 200 FEET NW OF A NEW CONCRETE
 JU2894'BLOCK HOUSE, ON A SANDY POINT NEAR THE E BANK OF THE RIVER, 17
 JU2894'PACES SSE OF A 16-INCH PINE, AND ABOUT 100 FEET E OF THE RIVER
 JU2894'BANK.
 JU2894'
 JU2894'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AND
 JU2894'STAMPED SPOIL 1935.  IT IS FLUSH WITH THE SURFACE OF THE
 JU2894'GROUND.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 JU2894'
 JU2894'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE
 JU2894'AND IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 75.83 FEET
 JU2894'(23.120 METERS) NE OF THE STATION AND THE DISK IS STAMPED
 JU2894'SPOIL NO 1 1935.
 JU2894'
 JU2894'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN CONCRETE
 JU2894'AND IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 93.24 FEET
 JU2894'(28.418 METERS) S OF THE STATION AND THE DISK IS STAMPED
 JU2894'SPOIL NO 2 1935.
 JU2894'
 JU2894'NO NEW AZIMUTH MARK WAS SET AT THIS STATION.
 JU2894'
 JU2894'TO REACH THE STATION FROM THE COURTHOUSE IN MAYS LANDING, GO
 JU2894'E AND S ON U.S. HIGHWAY 40 FOR 0.3 MILE TO RAILROAD CROSSING,
 JU2894'BEAR RIGHT ACROSS TRACKS THEN LEFT AND GO 0.15 MILE TO ROAD
 JU2894'FORKS, TAKE RIGHT FORK OCEAN CITY ROAD AND GO 4.6 MILES TO
 JU2894'WHITE CONCRETE BLOCK HOUSE ON RIGHT AND STATION 200 FEET TO THE
 JU2894'NW OF THE HOUSE.
 JU2894
 JU2894                          STATION RECOVERY (1950)
 JU2894
 JU2894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2894'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU2894'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL
 JU2894'TAPE AND FOUND TO BE CORRECT.  THE AZIMUTH MARK HAS BEEN
 JU2894'DESTROYED.  THE MONUMENT WAS FOUND LYING ON ITS SIDE.  THE
 JU2894'PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT WITH THE FOLLOWING
 JU2894'ADDITIONS--
 JU2894'
 JU2894'THE STATION IS ABOUT 320.0 FEET NW OF THE NW CORNER OF A WHITE
 JU2894'BRICK HOUSE.  A 4- BY 4-INCH WITNESS POST WAS SET 3.0 FEET N OF
 JU2894'THE STATION.
 JU2894
 JU2894                          STATION RECOVERY (1955)
 JU2894
 JU2894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JHB)
 JU2894'STATION MARK RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE
 JU2894'MARK 1 NOT RECOVERED.  DISTANCE AND DIRECTION MEASURED AND A
 JU2894'LARGE AREA DUG UP, BUT MARK APPARENTLY DESTROYED DURING RECENT
 JU2894'GRADING OPERATIONS.  REFERENCE MARK 2 RECOVERED IN A LEANING
 JU2894'POSITION.  IT HAD BEEN STRUCK BY A BULLDOZER.  MARK REMOVED AT
 JU2894'PROPERTY OWNERS REQUEST.  THE 1935 AZIMUTH MARK HAD BEEN REMOVED
 JU2894'AT AN EARLIER DATE.  TWO REFERENCE MARKS AND AN AZIMUTH MARK
 JU2894'WERE ESTABLISHED.  SEE THE DESCRIPTION BELOW--
 JU2894'
 JU2894'STATION IS LOCATED ON THE E BANK OF GREAT EGG RIVER, ABOUT
 JU2894'4.5 MI. S OF MAYS LANDING, AND ABOUT 150 FT. W OF SOMERS POINT
 JU2894'ROAD (COUNTY ROAD 559).  STATION IS SET ACCORDING TO NOTES 1A
 JU2894'AND 7A IN A CLEARED AREA.  AT THE PRESENT TIME, THE MARK IS ON
 JU2894'A MOUND ABOUT 18 IN. HIGHER THAN THE SURROUNDING AREA, BUT PLANS
 JU2894'CALL FOR GRADING THE AREA SO THAT THE MARK WILL BE FLUSH WITH
 JU2894'THE GROUND.  PROPERTY OWNED BY JAMES H. HAWKINS.
 JU2894'
 JU2894'REFERENCE MARK 3 IS NW OF THE STATION, AND 6 FT. SW OF A
 JU2894'24-IN. POPLAR TREE.  IT IS STAMPED SPOIL 3 1935 AND SET FLUSH
 JU2894'WITH THE GROUND (NOTE 11C).
 JU2894'
 JU2894'REFERENCE MARK 4 IS S OF THE STATION, AND IN THE CENTER OF A
 JU2894'GROUP OF FOUR 12-IN. CEDAR TREES.  IT IS STAMPED SPOIL 4 1935
 JU2894'AND SET FLUSH WITH THE GROUND (NOTE 11C).
 JU2894'
 JU2894'REFERENCE MARK 5 (AZIMUTH MARK) IS APPROXIMATELY 1 MI. NW OF
 JU2894'THE STATION.  IT IS SET IN A DRILL HOLE IN A CONCRETE CISTERN,
 JU2894'15 FT. E OF A WOODEN BULKHEAD.  A STANDARD REFERENCE-MARK DISK,
 JU2894'STAMPED SPOIL NO 5 1955.
 JU2894'
 JU2894'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON SOMERS
 JU2894'POINT ROAD FOR 1.05 MI. TO A SAND ROAD LEFT, TURN LEFT AND GO
 JU2894'0.05 MI. TO A T-INTERSECTION, TURN LEFT AND FOLLOW A SAND ROAD
 JU2894'FOR 0.15 MI. TO A PARKING AREA AT A HOUSE, BEAR LEFT AT THIS
 JU2894'POINT AND GO 0.1 MI. TO TWO HOUSES AND THE MARK IN THE CISTERN
 JU2894'BETWEEN THEM.
 JU2894'
 JU2894'TO REACH THE STATION FROM MAYS LANDING, GO S ON SOMERS POINT
 JU2894'ROAD FOR 4.5 MI. TO THE STATION ON THE RIGHT AS DESCRIBED.
 JU2894
 JU2894                          STATION RECOVERY (1961)
 JU2894
 JU2894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GG)
 JU2894'STATION WAS NOT RECOVERED.  MEASUREMENTS WERE TAKEN FROM
 JU2894'REFERENCE MARKS BUT MARK WAS NOT FOUND.  UNDERGROUND MARK NOT
 JU2894'SEARCHED FOR.
 JU2894
 JU2894                          STATION RECOVERY (1976)
 JU2894
 JU2894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JU2894'A SEARCH WAS CONDUCTED FOR THE STATION AND NO MARKS WERE
 JU2894'FOUND.  IT IS POSSIBLE THAT THE MARKS ARE INTACT, HOWEVER, THE
 JU2894'ENTIRE AREA HAS BEEN DEVELOPED.  IT IS DIFFICULT TO FIND THE
 JU2894'EXACT SPOT WHERE THE STATION WAS LOCATED.  A FURTHER SEARCH
 JU2894'WILL BE CONDUCTED AT A LATER DATE.
 JU2894'
 JU2894'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2894'4-1/2 MILES SOUTH OF MAYS LANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0504 ***********************************************************************
 JU0504  DESIGNATION -  SPOIL RM 3
 JU0504  PID         -  JU0504
 JU0504  STATE/COUNTY-  NJ/ATLANTIC
 JU0504  USGS QUAD   -  MAYS LANDING (1989)
 JU0504
 JU0504                         *CURRENT SURVEY CONTROL
 JU0504  ___________________________________________________________________
 JU0504* NAD 83(1986)-  39 23 35.     (N)    074 43 04.     (W)     SCALED    
 JU0504* NAVD 88     -         1.038  (meters)       3.41   (feet)  ADJUSTED  
 JU0504  ___________________________________________________________________
 JU0504  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JU0504  DYNAMIC HT  -           1.037 (meters)       3.40  (feet)  COMP
 JU0504  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 JU0504
 JU0504  VERT ORDER  -  SECOND    CLASS 0
 JU0504
 JU0504.The horizontal coordinates were scaled from a topographic map and have
 JU0504.an estimated accuracy of +/- 6 seconds.
 JU0504
 JU0504.The orthometric height was determined by differential leveling
 JU0504.and adjusted by the National Geodetic Survey in June 1991..
 JU0504
 JU0504.The geoid height was determined by GEOID03.
 JU0504
 JU0504.The dynamic height is computed by dividing the NAVD 88
 JU0504.geopotential number by the normal gravity value computed on the
 JU0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0504.degrees latitude (g = 980.6199 gals.).
 JU0504
 JU0504.The modeled gravity was interpolated from observed gravity values.
 JU0504
 JU0504;                    North         East    Units  Estimated Accuracy
 JU0504;SPC NJ       -    62,160.      131,240.      MT  (+/- 180 meters Scaled)
 JU0504
 JU0504                          SUPERSEDED SURVEY CONTROL
 JU0504
 JU0504  NGVD 29 (??/??/??)    1.429  (m)            4.69   (f) ADJUSTED    2 0
 JU0504
 JU0504.Superseded values are not recommended for survey control.
 JU0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0504.See file dsdata.txt to determine how the superseded data were derived.
 JU0504
 JU0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ243604(NAD 83)
 JU0504_MARKER: DR = REFERENCE MARK DISK
 JU0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0504_STAMPING: SPOIL 3 1935
 JU0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0504+STABILITY: SURFACE MOTION
 JU0504
 JU0504  HISTORY     - Date     Condition        Report By
 JU0504  HISTORY     - 1935     MONUMENTED       CGS
 JU0504  HISTORY     - 1961     GOOD             CGS
 JU0504
 JU0504                          STATION DESCRIPTION
 JU0504
 JU0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0504'4.3 MI SE FROM MAYS LANDING.
 JU0504'4.3 MILES SOUTHEAST ON COUNTY ROAD 559 FROM THE JUNCTION WITH
 JU0504'U.S. HIGHWAY 40 AT MAYS LANDING.  225 FEET WEST OF THE CENTER
 JU0504'LINE OF COUNTY ROAD 559, 133 FEET NORTHWEST OF THE NORTHWEST
 JU0504'CORNER OF A HOUSE WITH REDWOOD SIDING AND 6 FEET SOUTHWEST OF A
 JU0504'24 INCH POPLAR TREE.  SET IN THE TOP OF A CONCRETE POST ON THE
 JU0504'EAST SIDE OF A SMALL DITCH.  MARK IS 165.7 FEET NORTH OF RM NO 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0503 ***********************************************************************
 JU0503  DESIGNATION -  SPOIL RM 4
 JU0503  PID         -  JU0503
 JU0503  STATE/COUNTY-  NJ/ATLANTIC
 JU0503  USGS QUAD   -  MAYS LANDING (1989)
 JU0503
 JU0503                         *CURRENT SURVEY CONTROL
 JU0503  ___________________________________________________________________
 JU0503* NAD 83(1986)-  39 23 35.     (N)    074 43 04.     (W)     SCALED    
 JU0503* NAVD 88     -         1.834  (meters)       6.02   (feet)  ADJUSTED  
 JU0503  ___________________________________________________________________
 JU0503  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JU0503  DYNAMIC HT  -           1.833 (meters)       6.01  (feet)  COMP
 JU0503  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 JU0503
 JU0503  VERT ORDER  -  SECOND    CLASS 0
 JU0503
 JU0503.The horizontal coordinates were scaled from a topographic map and have
 JU0503.an estimated accuracy of +/- 6 seconds.
 JU0503
 JU0503.The orthometric height was determined by differential leveling
 JU0503.and adjusted by the National Geodetic Survey in June 1991..
 JU0503
 JU0503.The geoid height was determined by GEOID03.
 JU0503
 JU0503.The dynamic height is computed by dividing the NAVD 88
 JU0503.geopotential number by the normal gravity value computed on the
 JU0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0503.degrees latitude (g = 980.6199 gals.).
 JU0503
 JU0503.The modeled gravity was interpolated from observed gravity values.
 JU0503
 JU0503;                    North         East    Units  Estimated Accuracy
 JU0503;SPC NJ       -    62,160.      131,240.      MT  (+/- 180 meters Scaled)
 JU0503
 JU0503                          SUPERSEDED SURVEY CONTROL
 JU0503
 JU0503  NGVD 29 (??/??/??)    2.226  (m)            7.30   (f) ADJUSTED    2 0
 JU0503
 JU0503.Superseded values are not recommended for survey control.
 JU0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0503.See file dsdata.txt to determine how the superseded data were derived.
 JU0503
 JU0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ243604(NAD 83)
 JU0503_MARKER: DR = REFERENCE MARK DISK
 JU0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0503_STAMPING: SPOIL 4 1935
 JU0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0503+STABILITY: SURFACE MOTION
 JU0503
 JU0503  HISTORY     - Date     Condition        Report By
 JU0503  HISTORY     - 1935     MONUMENTED       CGS
 JU0503  HISTORY     - 1961     GOOD             CGS
 JU0503
 JU0503                          STATION DESCRIPTION
 JU0503
 JU0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0503'4.3 MI SE FROM MAYS LANDING.
 JU0503'4.3 MILES SOUTH AND SOUTHEAST ON COUNTY ROAD 559 FROM THE JUNCTION
 JU0503'WITH U.S. HIGHWAY 40 SOUTHEAST OF MAYS LANDING.  165 FEET WEST
 JU0503'OF THE CENTER LINE OF COUNTY ROAD 559, 19.7 FEET WEST OF THE
 JU0503'SOUTHWEST CORNER OF A HOUSE WITH REDWOOD SIDING AND IN ABOUT THE
 JU0503'CENTER OF A GROUP OF 4 12 INCH CEDER TREES.  SET IN THE TOP OF A
 JU0503'CONCRETE POST PROJECTING 1 INCH AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5189 ***********************************************************************
 KV5189  DESIGNATION -  SPR LAKE NEW MONMOUTH HOTEL FP
 KV5189  PID         -  KV5189
 KV5189  STATE/COUNTY-  NJ/MONMOUTH
 KV5189  USGS QUAD   -  ASBURY PARK (1989)
 KV5189
 KV5189                         *CURRENT SURVEY CONTROL
 KV5189  ___________________________________________________________________
 KV5189* NAD 83(1996)-  40 08 43.54367(N)    074 01 30.98486(W)     ADJUSTED  
 KV5189* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 KV5189  ___________________________________________________________________
 KV5189  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 KV5189  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KV5189
 KV5189  HORZ ORDER  -  THIRD
 KV5189
 KV5189.The horizontal coordinates were established by classical geodetic methods
 KV5189.and adjusted by the National Geodetic Survey in September 1999..
 KV5189
 KV5189.The orthometric height was scaled from a topographic map.
 KV5189
 KV5189.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5189
 KV5189.The geoid height was determined by GEOID03.
 KV5189
 KV5189;                    North         East     Units Scale Factor Converg.
 KV5189;SPC NJ       -   145,768.668   190,448.624   MT  0.99992013   +0 18 21.9
 KV5189;SPC NJ       -   478,242.70    624,830.19   sFT  0.99992013   +0 18 21.9
 KV5189;UTM  18      - 4,444,353.947   583,026.263   MT  0.99968486   +0 37 42.5
 KV5189
 KV5189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5189!SPC NJ       -   1.00000428  x   0.99992013  =   0.99992441
 KV5189!UTM  18      -   1.00000428  x   0.99968486  =   0.99968914
 KV5189
 KV5189:                Primary Azimuth Mark                     Grid Az
 KV5189:SPC NJ       -  WALL                                     341 20 52.9
 KV5189:UTM  18      -  WALL                                     341 01 32.3
 KV5189
 KV5189|---------------------------------------------------------------------|
 KV5189| PID    Reference Object                     Distance      Geod. Az  |
 KV5189|                                                           dddmmss.s |
 KV5189| KV5184 WALL                                APPROX. 3.3 KM 3413914.8 |
 KV5189| KV5213 SPRING LAKE TANK                    APPROX. 1.0 KM 3430952.3 |
 KV5189|---------------------------------------------------------------------|
 KV5189
 KV5189                          SUPERSEDED SURVEY CONTROL
 KV5189
 KV5189  NAD 83(1986)-  40 08 43.53813(N)    074 01 30.97722(W) AD(       ) 3
 KV5189  NAD 27      -  40 08 43.12800(N)    074 01 32.47700(W) AD(       ) 3
 KV5189
 KV5189.Superseded values are not recommended for survey control.
 KV5189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5189.See file dsdata.txt to determine how the superseded data were derived.
 KV5189
 KV5189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8302644354(NAD 83)
 KV5189_MARKER: 62 = FLAGPOLE
 KV5189
 KV5189  HISTORY     - Date     Condition        Report By
 KV5189  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5189  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV5189
 KV5189                          STATION DESCRIPTION
 KV5189
 KV5189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5189'STATION IS THE CENTER OF THE BASE OF THE FLAGPOLE ON THE RED ROOF
 KV5189'CUPOLA ON THE NEW MONMOUTH HOTEL ON OCEAN AVENUE IN SPRING LAKE,
 KV5189'NEW JERSEY.
 KV5189'
 KV5189'THE CUPOLA IS OPEN AND CAN BE OCCUPIED ECCENTRICALLY WITH A
 KV5189'REPEATING INSTRUMENT.
 KV5189
 KV5189                          STATION RECOVERY (1984)
 KV5189
 KV5189'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5189'STATION FOUND LOST.
 KV5189'
 KV5189'HOTEL HAS BEEN RAZED AND PRIVATE HOMES BUILT ON SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0817 ***********************************************************************
 KV0817  DESIGNATION -  SPRING LAKE
 KV0817  PID         -  KV0817
 KV0817  STATE/COUNTY-  NJ/MONMOUTH
 KV0817  USGS QUAD   -  ASBURY PARK (1989)
 KV0817
 KV0817                         *CURRENT SURVEY CONTROL
 KV0817  ___________________________________________________________________
 KV0817* NAD 83(1996)-  40 09 39.86228(N)    074 01 10.89176(W)     ADJUSTED  
 KV0817* NAVD 88     -         5.332  (meters)      17.49   (feet)  POSTED    
 KV0817  ___________________________________________________________________
 KV0817  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 KV0817  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV0817  DYNAMIC HT  -           5.330 (meters)      17.49  (feet)  COMP
 KV0817  MODELED GRAV-     980,163.2   (mgal)                       NAVD 88
 KV0817
 KV0817  HORZ ORDER  -  SECOND
 KV0817  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KV0817
 KV0817.The horizontal coordinates were established by classical geodetic methods
 KV0817.and adjusted by the National Geodetic Survey in September 1999..
 KV0817
 KV0817.The orthometric height was determined by differential leveling
 KV0817.and adjusted by the National Geodetic Survey in 1992..
 KV0817.No vertical observational check was made to the station.
 KV0817.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KV0817.was located on a no-check spur therefore a value was not computed.
 KV0817
 KV0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0817
 KV0817.The geoid height was determined by GEOID03.
 KV0817
 KV0817.The dynamic height is computed by dividing the NAVD 88
 KV0817.geopotential number by the normal gravity value computed on the
 KV0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0817.degrees latitude (g = 980.6199 gals.).
 KV0817
 KV0817.The modeled gravity was interpolated from observed gravity values.
 KV0817
 KV0817;                    North         East     Units Scale Factor Converg.
 KV0817;SPC NJ       -   147,508.138   190,914.796   MT  0.99992060   +0 18 35.2
 KV0817;SPC NJ       -   483,949.62    626,359.63   sFT  0.99992060   +0 18 35.2
 KV0817;UTM  18      - 4,446,095.604   583,482.531   MT  0.99968579   +0 37 56.2
 KV0817
 KV0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0817!SPC NJ       -   1.00000433  x   0.99992060  =   0.99992493
 KV0817!UTM  18      -   1.00000433  x   0.99968579  =   0.99969012
 KV0817
 KV0817|---------------------------------------------------------------------|
 KV0817| PID    Reference Object                     Distance      Geod. Az  |
 KV0817|                                                           dddmmss.s |
 KV0817| KV5200 SPRING LAKE RM 4                     48.679 METERS 05633     |
 KV0817| CB6407 SPRING LAKE RM 3                     27.907 METERS 10408     |
 KV0817| CB6405 SPRING LAKE RM 1                     23.496 METERS 10513     |
 KV0817| CB6404 SPRING LAKE AZ MK                                  1931507.1 |
 KV0817| KV5190 SPRING LAKE ESS SUSS HOTEL FP       APPROX. 1.6 KM 1941939.2 |
 KV0817| CB6406 SPRING LAKE RM 2                     18.846 METERS 20654     |
 KV0817|---------------------------------------------------------------------|
 KV0817
 KV0817                          SUPERSEDED SURVEY CONTROL
 KV0817
 KV0817  NAD 83(1986)-  40 09 39.85941(N)    074 01 10.88485(W) AD(       ) 2
 KV0817  NAD 27      -  40 09 39.44960(N)    074 01 12.38820(W) AD(       ) 2
 KV0817  NGVD 29 (04/16/92)    5.662  (m)           18.58   (f) ADJUSTED    1 1
 KV0817
 KV0817.Superseded values are not recommended for survey control.
 KV0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0817.See file dsdata.txt to determine how the superseded data were derived.
 KV0817
 KV0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8348346096(NAD 83)
 KV0817_MARKER: DS = TRIANGULATION STATION DISK
 KV0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0817_STAMPING: SPRING LAKE 1934
 KV0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0817
 KV0817  HISTORY     - Date     Condition        Report By
 KV0817  HISTORY     - 1934     MONUMENTED       CGS
 KV0817  HISTORY     - 1962     GOOD             CGS
 KV0817  HISTORY     - 1962     GOOD             CGS
 KV0817  HISTORY     - 1964     GOOD             CGS
 KV0817  HISTORY     - 1964     GOOD             CGS
 KV0817  HISTORY     - 1964     GOOD             CGS
 KV0817  HISTORY     - 1968     MARK NOT FOUND   CGS
 KV0817  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV0817  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV0817  HISTORY     - 1987     GOOD             USPSQD
 KV0817  HISTORY     - 1988     MARK NOT FOUND   NOSAMC
 KV0817  HISTORY     - 19920729 MARK NOT FOUND   USPSQD
 KV0817
 KV0817                          STATION DESCRIPTION
 KV0817
 KV0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV0817'THE STATION IS THE CENTER OF THE FLAGPOLE OF THE SPRING LAKE
 KV0817'COAST GUARD STATION AT THE POINT WHERE IT JOINS THE FLAG
 KV0817'TOWER.  LOCATED ON THE W SIDE OF OCEAN AVENUE AT WORTHINGTON
 KV0817'AVENUE, 0.4 MILE S OF LAKE COMO, IN SPRING LAKE.
 KV0817'
 KV0817'STATION IS A STANDARD BRONZE DISK SET IN A TILE.
 KV0817'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD BRONZE
 KV0817'DISKS SET IN CONCRETE.
 KV0817'
 KV0817'REFERENCE MARK NO.1 IS E OF THE STATION ON THE OPPOSITE SIDE
 KV0817'OF OCEAN AVENUE AT THE CURB LINE.
 KV0817'
 KV0817'REFERENCE MARK NO.2 IS SSW AT THE WORTHINGTON AVENUE CORNER OF
 KV0817'THE COAST GUARD STATION.
 KV0817'
 KV0817'REACHED VIA OCEAN AVENUE DIRECT TO THE STATION.
 KV0817'
 KV0817'THE FLAGPOLE IS 85 FEET HIGH.
 KV0817
 KV0817                          STATION RECOVERY (1962)
 KV0817
 KV0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV0817'STATION MARK AND RM 1 RECOVERED IN GOOD CONDITION, NOW ON PRIVATE
 KV0817'PROPERTY.
 KV0817'
 KV0817'STATION MARK, PROJECTING 4 INCHES, IS 73 FEET NORTH OF THE NORTH
 KV0817'EDGE OF THE SIDEWALK ON WORTHINGTON AVENUE, 25 FEET WEST OF THE
 KV0817'WEST CURB OF OCEAN AVENUE AND 3 FEET SOUTH OF THE PROPERTY LINE
 KV0817'IN A PATCH OF BAYBERRY, WILD ROSE AND POISON IVY BUSHES.
 KV0817'
 KV0817'RM 1 IS 66.7 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK FROM
 KV0817'OCEAN AVENUE TO THE BOARD WALK (WORTHINGTON AVENUE EXTENDED),
 KV0817'AND 1.1 FEET EAST OF THE EAST CURB OF OCEAN AVENUE.
 KV0817
 KV0817                          STATION RECOVERY (1962)
 KV0817
 KV0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV0817'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 KV0817'CONDITION.  REFERENCE MARK 2 WAS NOT RECOVERED.  AN AZIMUTH MARK
 KV0817'AND REFERENCE MARK 4 WERE ESTABLISHED AT THIS TIME AND THE TOWER
 KV0817'ERECTED OVER REFERENCE MARK 4 BECAUSE OF THE CONCRETE FOOTINGS
 KV0817'FOR THE FLAG POLE AROUND THE STATION MARK.
 KV0817'
 KV0817'FOR A COMPLETE DESCRIPTION, SEE DESCRIPTION TO SPRING LAKE RM 4.
 KV0817'
 KV0817'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KV0817
 KV0817                          STATION RECOVERY (1964)
 KV0817
 KV0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RG)
 KV0817'THE STATION, RM 3 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 KV0817'CONDITION.  THE STATION IS LOCATED 0.7 MILE NORTH ALONG THE NEW
 KV0817'YORK AND LONG BRANCH RAILROAD FROM THE STATION AT SPRING LAKE,
 KV0817'THENCE 0.05 MILE SOUTH ALONG 5TH AVENUE, THENCE 0.7 MILE EAST
 KV0817'ALONG WORTHINGTON STREET, 109 FEET NORTH-NORTHWEST OF THE
 KV0817'APPROXIMATE CENTER OF THE INTERSECTION OF WORTHINGTON STREET AND
 KV0817'OCEAN AVENUE, 78 FEET NORTH OF THE NORTH CURB OF WORTHINGTON
 KV0817'STREET, 25.5 FEET WEST OF THE WEST CURB OF OCEAN AVENUE, 22.5
 KV0817'FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE OLD COAST GUARD
 KV0817'BUILDING, 90.7 FEET WEST OF AND ACROSS OCEAN AVENUE FROM
 KV0817'SPRING LAKE RM 3, ABOUT LEVEL WITH OCEAN AVENUE AND SET IN THE
 KV0817'TOP OF A CONCRETE POST PROJECTION 4 INCHES ABOVE THE GROUND.
 KV0817'
 KV0817'RM 3 IS LOCATED 90.7 FEET EAST OF AND ACROSS OCEAN AVENUE FROM
 KV0817'SPRING LAKE STATION, 66.4 FEET NORTH OF THE NORTH EDGE OF THE
 KV0817'CONCRETE SIDEWALK LEADING TO THE BOARDWALK, 60.3 FEET WEST OF
 KV0817'THE WEST EDGE OF THE BOARDWALK, 1.0 FEET EAST OF THE EAST CURB
 KV0817'OF OCEAN AVENUE, 1 FOOT ABOVE THE LEVEL OF OCEAN AVENUE, SET IN
 KV0817'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 KV0817'
 KV0817'THE AZIMUTH MARK IS LOCATED 0.2 MILE SOUTH ALONG OCEAN AVENUE
 KV0817'FROM WORTHINGTON STREET, 38 FEET NORTHWEST OF THE APPROXIMATE
 KV0817'CENTER OF THE INTERSECTION OF ST. CLAIR STREET AND 25 FEET SOUTH
 KV0817'OF A FIRE HYDRANT, 0.3 FEET NORTH OF THE NORTH CURB OF ST. CLAIR
 KV0817'STREET, ABOUT LEVEL WITH ST. CLAIR STREET AND SET IN THE TOP OF
 KV0817'A CONCRETE SIDEWALK.
 KV0817
 KV0817                          STATION RECOVERY (1964)
 KV0817
 KV0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WFD)
 KV0817'STATION MARK RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 KV0817'1962.  RM 1 WAS FOUND TO BE PROJECTING 1 FOOT FROM A NEW-MADE
 KV0817'PARKING AREA, AND WAS DESTROYED AFTER RM 3 WAS ESTABLISHED.  RM 3
 KV0817'WAS SET EXACTLY ON LINE WITH RM 1.  THE DISTANCE CHECKED, BUT
 KV0817'THE ANGLE WAS 5 MINUTES FROM 1934 OBSERVATIONS.  AS THE NEW
 KV0817'PARKING AREA WAS GRADED BY A BULLDOZER, IT IS POSSIBLE THAT RM 1
 KV0817'MAY HAVE BEEN SLIGHTLY DISTURBED.
 KV0817'
 KV0817'RM 3 IS A STANDARD DISK STAMPED SPRING LAKE NO 3
 KV0817'1934, SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS SLIGHTLY
 KV0817'ABOVE THE UNFINISHED GRADE OF A GRASS PLOT.  IT IS FLUSH WITH
 KV0817'AND AGAINST THE EAST SIDE OF THE CONCRETE CURBING ALONG THE EAST
 KV0817'SIDE OF THE PARKING AREA ON THE EAST SIDE OF OCEAN AVENUE.
 KV0817
 KV0817                          STATION RECOVERY (1964)
 KV0817
 KV0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0817'1.4 MI N FROM SPRING LAKE.
 KV0817'0.7 MILE NORTH ALONG THE NEW YORK AND LONG BRANCH RAILROAD FROM
 KV0817'THE STATION AT SPRING LAKE, THENCE 0.05 MILE SOUTH ALONG 5 TH
 KV0817'AVENUE, THENCE 0.7 MILE EAST ALONG WORTHINGTON STREET, 109 FEET
 KV0817'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE INTERSECTION OF
 KV0817'WORTHINGTON STREET AND OCEAN AVENUE, 78 FEET NORTH OF THE NORTH
 KV0817'CURB OF WORTHINGTON STREET, 25.5 FEET WEST OF THE WEST CURB OF
 KV0817'OCEAN AVENUE, 22.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF OLD
 KV0817'COAST GUARD BUILDING, 90.7 FEET WEST OF AND ACROSS OCEAN AVENUE
 KV0817'FROM SPRING LAKE RM 3, ABOUT LEVEL WITH OCEAN AVENUE AND SET IN
 KV0817'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF
 KV0817'THE GROUND.
 KV0817
 KV0817                          STATION RECOVERY (1968)
 KV0817
 KV0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (AB)
 KV0817'THE AZIMUTH MARK AND REFERENCE MARK 3 WERE RECOVERED IN GOOD
 KV0817'CONDITION.
 KV0817
 KV0817                          STATION RECOVERY (1984)
 KV0817
 KV0817'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV0817'STATION NOT FOUND.
 KV0817'
 KV0817'STATION IF IT EXISTS IS INACCESSIBLE DUE TO HEAVY BRUSH.
 KV0817'
 KV0817'RM 3 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION AS DESCRIBED
 KV0817'IN 1964 BY R. GERRISH.
 KV0817
 KV0817                          STATION RECOVERY (1984)
 KV0817
 KV0817'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0817'MARK NOT FOUND.
 KV0817
 KV0817                          STATION RECOVERY (1987)
 KV0817
 KV0817'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0817'RECOVERED IN GOOD CONDITION.
 KV0817
 KV0817                          STATION RECOVERY (1988)
 KV0817
 KV0817'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KV0817'THE STATION NOT RECOVERED AT THIS DATE. A SEARCH FOR THE STATION WAS
 KV0817'UNSUCCESSFUL.
 KV0817
 KV0817                          STATION RECOVERY (1992)
 KV0817
 KV0817'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0819 ***********************************************************************
 KV0819  DESIGNATION -  SPRING LAKE AZ MK
 KV0819  PID         -  KV0819
 KV0819  STATE/COUNTY-  NJ/MONMOUTH
 KV0819  USGS QUAD   -  ASBURY PARK (1989)
 KV0819
 KV0819                         *CURRENT SURVEY CONTROL
 KV0819  ___________________________________________________________________
 KV0819* NAD 83(1986)-  40 09 29.     (N)    074 01 14.     (W)     SCALED    
 KV0819* NAVD 88     -         4.211  (meters)      13.82   (feet)  POSTED    
 KV0819  ___________________________________________________________________
 KV0819  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV0819  DYNAMIC HT  -           4.210 (meters)      13.81  (feet)  COMP
 KV0819  MODELED GRAV-     980,162.8   (mgal)                       NAVD 88
 KV0819
 KV0819  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KV0819
 KV0819.The horizontal coordinates were scaled from a topographic map and have
 KV0819.an estimated accuracy of +/- 6 seconds.
 KV0819
 KV0819.The orthometric height was determined by differential leveling
 KV0819.and adjusted by the National Geodetic Survey in 1992..
 KV0819.No vertical observational check was made to the station.
 KV0819.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KV0819.was located on a no-check spur therefore a value was not computed.
 KV0819
 KV0819.The geoid height was determined by GEOID03.
 KV0819
 KV0819.The dynamic height is computed by dividing the NAVD 88
 KV0819.geopotential number by the normal gravity value computed on the
 KV0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0819.degrees latitude (g = 980.6199 gals.).
 KV0819
 KV0819.The modeled gravity was interpolated from observed gravity values.
 KV0819
 KV0819;                    North         East    Units  Estimated Accuracy
 KV0819;SPC NJ       -   147,170.      190,840.      MT  (+/- 180 meters Scaled)
 KV0819
 KV0819                          SUPERSEDED SURVEY CONTROL
 KV0819
 KV0819  NGVD 29 (04/16/92)    4.542  (m)           14.90   (f) ADJUSTED    1 1
 KV0819
 KV0819.Superseded values are not recommended for survey control.
 KV0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0819.See file dsdata.txt to determine how the superseded data were derived.
 KV0819
 KV0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK834457(NAD 83)
 KV0819_MARKER: DZ = AZIMUTH MARK DISK
 KV0819_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0819_SP_SET: SIDEWALK
 KV0819_STAMPING: SPRING LAKE 1932
 KV0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0819
 KV0819  HISTORY     - Date     Condition        Report By
 KV0819  HISTORY     - 1932     MONUMENTED       CGS
 KV0819  HISTORY     - 1964     GOOD             CGS
 KV0819  HISTORY     - 1987     GOOD             USPSQD
 KV0819  HISTORY     - 19920809 GOOD             USPSQD
 KV0819
 KV0819                          STATION DESCRIPTION
 KV0819
 KV0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0819'1.6 MI NE FROM SPRING LAKE.
 KV0819'0.7 MILE NORTH ALONG THE NEW YORK AND LONG BRANCH RAILROAD FROM
 KV0819'THE STATION AT SPRING LAKE, THENCE 0.05 MILE SOUTH ALONG 5 TH
 KV0819'AVENUE, THENCE 0.7 MILE EAST ALONG WORTHINGTON STREET, THENCE
 KV0819'0.2 MILE SOUTH ALONG OCEAN AVENUE, 38 FEET NORTHWEST OF THE
 KV0819'APPROXIMATE CENTER OF THE INTERSECTION OF ST. CLAIR STREET AND
 KV0819'OCEAN AVENUE, 9.0 FEET WEST OF THE WEST CURB OF OCEAN AVENUE,
 KV0819'25 FEET SOUTH OF A FIRE HYDRANT, 0.3 FOOT NORTH OF THE NORTH CURB
 KV0819'OF ST. CLAIR STREET, ABOUT LEVEL WITH ST. CLAIR STREET AND SET
 KV0819'IN TOP OF CONCRETE SIDEWALK.
 KV0819
 KV0819                          STATION RECOVERY (1987)
 KV0819
 KV0819'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0819'RECOVERED IN GOOD CONDITION.
 KV0819
 KV0819                          STATION RECOVERY (1992)
 KV0819
 KV0819'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5212 ***********************************************************************
 KV5212  DESIGNATION -  SPRING LAKE EAST TANK
 KV5212  PID         -  KV5212
 KV5212  STATE/COUNTY-  NJ/MONMOUTH
 KV5212  USGS QUAD   -  ASBURY PARK (1989)
 KV5212
 KV5212                         *CURRENT SURVEY CONTROL
 KV5212  ___________________________________________________________________
 KV5212* NAD 83(1996)-  40 09 15.09746(N)    074 01 43.34772(W)     ADJUSTED  
 KV5212* NAVD 88     -                                                        
 KV5212  ___________________________________________________________________
 KV5212  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 KV5212  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV5212
 KV5212  HORZ ORDER  -  THIRD
 KV5212
 KV5212.The horizontal coordinates were established by classical geodetic methods
 KV5212.and adjusted by the National Geodetic Survey in September 1999..
 KV5212
 KV5212
 KV5212.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5212
 KV5212.The geoid height was determined by GEOID03.
 KV5212
 KV5212;                    North         East     Units Scale Factor Converg.
 KV5212;SPC NJ       -   146,740.256   190,150.859   MT  0.99991984   +0 18 14.1
 KV5212;SPC NJ       -   481,430.32    623,853.28   sFT  0.99991984   +0 18 14.1
 KV5212;UTM  18      - 4,445,323.616   582,723.107   MT  0.99968424   +0 37 34.9
 KV5212
 KV5212                          SUPERSEDED SURVEY CONTROL
 KV5212
 KV5212  NAD 83(1986)-  40 09 15.09395(N)    074 01 43.34085(W) AD(       ) 4
 KV5212  NAD 27      -  40 09 14.68200(N)    074 01 44.84600(W) AD(       ) 3
 KV5212
 KV5212.Superseded values are not recommended for survey control.
 KV5212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5212.See file dsdata.txt to determine how the superseded data were derived.
 KV5212
 KV5212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8272345324(NAD 83)
 KV5212_MARKER: 51 = TANK
 KV5212
 KV5212  HISTORY     - Date     Condition        Report By
 KV5212  HISTORY     - 1962     FIRST OBSERVED   CGS
 KV5212  HISTORY     - 19920809 MARK NOT FOUND   USPSQD
 KV5212
 KV5212                          STATION DESCRIPTION
 KV5212
 KV5212'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5190 ***********************************************************************
 KV5190  DESIGNATION -  SPRING LAKE ESS SUSS HOTEL FP
 KV5190  PID         -  KV5190
 KV5190  STATE/COUNTY-  NJ/MONMOUTH
 KV5190  USGS QUAD   -  ASBURY PARK (1989)
 KV5190
 KV5190                         *CURRENT SURVEY CONTROL
 KV5190  ___________________________________________________________________
 KV5190* NAD 83(1996)-  40 08 48.76085(N)    074 01 27.89936(W)     ADJUSTED  
 KV5190* NAVD 88     -                                                        
 KV5190  ___________________________________________________________________
 KV5190  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 KV5190  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KV5190
 KV5190  HORZ ORDER  -  THIRD
 KV5190
 KV5190.The horizontal coordinates were established by classical geodetic methods
 KV5190.and adjusted by the National Geodetic Survey in September 1999..
 KV5190
 KV5190
 KV5190.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5190
 KV5190.The geoid height was determined by GEOID03.
 KV5190
 KV5190;                    North         East     Units Scale Factor Converg.
 KV5190;SPC NJ       -   145,929.961   190,520.790   MT  0.99992021   +0 18 23.9
 KV5190;SPC NJ       -   478,771.88    625,066.96   sFT  0.99992021   +0 18 23.9
 KV5190;UTM  18      - 4,444,515.605   583,097.504   MT  0.99968500   +0 37 44.6
 KV5190
 KV5190                          SUPERSEDED SURVEY CONTROL
 KV5190
 KV5190  NAD 83(1986)-  40 08 48.75561(N)    074 01 27.89169(W) AD(       ) 4
 KV5190  NAD 27      -  40 08 48.34300(N)    074 01 29.39000(W) AD(       ) 3
 KV5190
 KV5190.Superseded values are not recommended for survey control.
 KV5190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5190.See file dsdata.txt to determine how the superseded data were derived.
 KV5190
 KV5190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8309844516(NAD 83)
 KV5190_MARKER: 62 = FLAGPOLE
 KV5190
 KV5190  HISTORY     - Date     Condition        Report By
 KV5190  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5190  HISTORY     - 1962     GOOD             CGS
 KV5190  HISTORY     - 1984     GOOD             USPSQD
 KV5190  HISTORY     - 19920729 GOOD             USPSQD
 KV5190
 KV5190                          STATION DESCRIPTION
 KV5190
 KV5190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5190'STATION IS THE CENTER OF THE GILT BALL ON THE FLAGSTAFF ON THE
 KV5190'TOP OF THE GREEN ROOFED CUPOLA ON THE ESSEX-SUSSEX HOTEL ON OCEAN
 KV5190'AVENUE IN SPRING LAKE.
 KV5190
 KV5190                          STATION RECOVERY (1962)
 KV5190
 KV5190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5190'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE DOME IS
 KV5190'NOW PAINTED ALUMINUM.
 KV5190
 KV5190                          STATION RECOVERY (1984)
 KV5190
 KV5190'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5190'STATION FOUND GOOD.
 KV5190'
 KV5190'RECOVERED AS DESCRIBED IN 1962 BY C.A.S.
 KV5190
 KV5190                          STATION RECOVERY (1992)
 KV5190
 KV5190'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5192 ***********************************************************************
 KV5192  DESIGNATION -  SPRING LAKE FIRST PRESB CH
 KV5192  PID         -  KV5192
 KV5192  STATE/COUNTY-  NJ/MONMOUTH
 KV5192  USGS QUAD   -  ASBURY PARK (1989)
 KV5192
 KV5192                         *CURRENT SURVEY CONTROL
 KV5192  ___________________________________________________________________
 KV5192* NAD 83(1996)-  40 08 49.93096(N)    074 01 36.25300(W)     ADJUSTED  
 KV5192* NAVD 88     -                                                        
 KV5192  ___________________________________________________________________
 KV5192  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 KV5192  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KV5192
 KV5192  HORZ ORDER  -  THIRD
 KV5192
 KV5192.The horizontal coordinates were established by classical geodetic methods
 KV5192.and adjusted by the National Geodetic Survey in September 1999..
 KV5192
 KV5192
 KV5192.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5192
 KV5192.The geoid height was determined by GEOID03.
 KV5192
 KV5192;                    North         East     Units Scale Factor Converg.
 KV5192;SPC NJ       -   145,964.992   190,322.889   MT  0.99992001   +0 18 18.5
 KV5192;SPC NJ       -   478,886.81    624,417.68   sFT  0.99992001   +0 18 18.5
 KV5192;UTM  18      - 4,444,549.514   582,899.455   MT  0.99968460   +0 37 39.2
 KV5192
 KV5192                          SUPERSEDED SURVEY CONTROL
 KV5192
 KV5192  NAD 83(1986)-  40 08 49.92568(N)    074 01 36.24564(W) AD(       ) 4
 KV5192  NAD 27      -  40 08 49.52000(N)    074 01 37.74000(W) AD(       ) 3
 KV5192
 KV5192.Superseded values are not recommended for survey control.
 KV5192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5192.See file dsdata.txt to determine how the superseded data were derived.
 KV5192
 KV5192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8289944550(NAD 83)
 KV5192_MARKER: 90 = CHURCH SPIRE
 KV5192
 KV5192  HISTORY     - Date     Condition        Report By
 KV5192  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5192  HISTORY     - 1962     GOOD             CGS
 KV5192  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV5192
 KV5192                          STATION DESCRIPTION
 KV5192
 KV5192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5192'STATION IS THE THIN STEEL CROSS ON THE TOP CENTER OF THE GRAY
 KV5192'SLATE SPIRE OF THE FIRST PRESBYTERIAN CHURCH, A BROWN FRAME
 KV5192'STRUCTURE, AT THE INTERSECTION OF FIRST AND LAKE AVENUES IN
 KV5192'SPRING LAKE, NEW JERSEY.
 KV5192
 KV5192                          STATION RECOVERY (1962)
 KV5192
 KV5192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5192'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV5192
 KV5192                          STATION RECOVERY (1984)
 KV5192
 KV5192'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5192'STATION FOUND LOST.
 KV5192'
 KV5192'COULD NOT FIND CHURCH IN LOCATION DESCRIBED.  INQUIRY AT TOWN HALL
 KV5192'ESTABLISHED THAT THE CHURCH WAS DESTROYED BY FIRE SEVERAL YEARS AGO.
 KV5192'A PRIVATE HOME HAS BEEN ERECTED ON THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5185 ***********************************************************************
 KV5185  DESIGNATION -  SPRING LAKE HEIGHTS TANK
 KV5185  PID         -  KV5185
 KV5185  STATE/COUNTY-  NJ/MONMOUTH
 KV5185  USGS QUAD   -  ASBURY PARK (1989)
 KV5185
 KV5185                         *CURRENT SURVEY CONTROL
 KV5185  ___________________________________________________________________
 KV5185* NAD 83(1996)-  40 08 45.89646(N)    074 02 12.17332(W)     ADJUSTED  
 KV5185* NAVD 88     -                                                        
 KV5185  ___________________________________________________________________
 KV5185  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 KV5185  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV5185
 KV5185  HORZ ORDER  -  THIRD
 KV5185
 KV5185.The horizontal coordinates were established by classical geodetic methods
 KV5185.and adjusted by the National Geodetic Survey in September 1999..
 KV5185
 KV5185
 KV5185.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5185
 KV5185.The geoid height was determined by GEOID03.
 KV5185
 KV5185;                    North         East     Units Scale Factor Converg.
 KV5185;SPC NJ       -   145,836.085   189,473.402   MT  0.99991917   +0 17 55.3
 KV5185;SPC NJ       -   478,463.89    621,630.65   sFT  0.99991917   +0 17 55.3
 KV5185;UTM  18      - 4,444,415.861   582,050.907   MT  0.99968288   +0 37 16.0
 KV5185
 KV5185                          SUPERSEDED SURVEY CONTROL
 KV5185
 KV5185  NAD 83(1986)-  40 08 45.89188(N)    074 02 12.16713(W) AD(       ) 4
 KV5185  NAD 27      -  40 08 45.47800(N)    074 02 13.67200(W) AD(       ) 3
 KV5185
 KV5185.Superseded values are not recommended for survey control.
 KV5185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5185.See file dsdata.txt to determine how the superseded data were derived.
 KV5185
 KV5185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8205144416(NAD 83)
 KV5185_MARKER: 53 = ELEVATED TANK
 KV5185
 KV5185  HISTORY     - Date     Condition        Report By
 KV5185  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5185  HISTORY     - 1934     GOOD             CGS
 KV5185  HISTORY     - 1962     GOOD             CGS
 KV5185  HISTORY     - 19920809 MARK NOT FOUND   USPSQD
 KV5185
 KV5185                          STATION DESCRIPTION
 KV5185
 KV5185'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (PCD)
 KV5185'STATION IS THE CENTER OF LARGE SILVER WATER TANK (SPRING LAKE
 KV5185'HEIGHTS PAINTED IN BLACK LETTERS) LOCATED AT SPRING LAKE HEIGHTS,
 KV5185'JUST ACROSS THE TRACKS FROM STATION SQUAT TANK WHICH IS AT
 KV5185'MONMOUTH AVENUE AND THE RAILROAD TRACKS AT SPRING LAKE.
 KV5185
 KV5185                          STATION RECOVERY (1934)
 KV5185
 KV5185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5185'STATION ESTABLISHED IN 1933, NO DESCRIPTION AVAILABLE,
 KV5185'DESCRIPTION AS FOLLOWS--
 KV5185'
 KV5185'STATION IS THE TOP CENTER OF BALL APEX ON THE TALL BLACK
 KV5185'WATER TANK OWNED BY THE BOROUGH OF SPRING LAKE HEIGHTS AT THE
 KV5185'SPRING LAKE MUNICIPAL PUMPING STATION, JUST E OF PENNSYLVANIA
 KV5185'RAILROAD IN SPRING LAKE.
 KV5185
 KV5185                          STATION RECOVERY (1962)
 KV5185
 KV5185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5185'RECOVERED IN GOOD CONDITION.  THE 4-LEGGED TANK ON THE WEST SIDE
 KV5185'OF THE TRACKS ACROSS FROM THE PUMPING STATION, PAINTED ALUMINUM,
 KV5185'WITH NO LETTERING.
 KV5185'
 KV5185'THE WATER DEPARTMENT NOW CALLS A NEW TANK, ABOUT A MILE WEST OF
 KV5185'HERE, THE SPRING LAKE HEIGHTS TANK.
 KV5185
 KV5185                          STATION RECOVERY (1992)
 KV5185
 KV5185'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5194 ***********************************************************************
 KV5194  DESIGNATION -  SPRING LAKE PARKER HOUSE FP
 KV5194  PID         -  KV5194
 KV5194  STATE/COUNTY-  NJ/MONMOUTH
 KV5194  USGS QUAD   -  ASBURY PARK (1989)
 KV5194
 KV5194                         *CURRENT SURVEY CONTROL
 KV5194  ___________________________________________________________________
 KV5194* NAD 83(1996)-  40 08 11.23308(N)    074 01 44.14245(W)     ADJUSTED  
 KV5194* NAVD 88     -                                                        
 KV5194  ___________________________________________________________________
 KV5194  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 KV5194  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KV5194
 KV5194  HORZ ORDER  -  THIRD
 KV5194
 KV5194.The horizontal coordinates were established by classical geodetic methods
 KV5194.and adjusted by the National Geodetic Survey in September 1999..
 KV5194
 KV5194
 KV5194.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5194
 KV5194.The geoid height was determined by GEOID03.
 KV5194
 KV5194;                    North         East     Units Scale Factor Converg.
 KV5194;SPC NJ       -   144,770.526   190,142.493   MT  0.99991983   +0 18 13.2
 KV5194;SPC NJ       -   474,967.97    623,825.83   sFT  0.99991983   +0 18 13.2
 KV5194;UTM  18      - 4,443,354.334   582,725.824   MT  0.99968424   +0 37 33.6
 KV5194
 KV5194                          SUPERSEDED SURVEY CONTROL
 KV5194
 KV5194  NAD 83(1986)-  40 08 11.22625(N)    074 01 44.13496(W) AD(       ) 4
 KV5194  NAD 27      -  40 08 10.81500(N)    074 01 45.62800(W) AD(       ) 3
 KV5194
 KV5194.Superseded values are not recommended for survey control.
 KV5194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5194.See file dsdata.txt to determine how the superseded data were derived.
 KV5194
 KV5194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8272643354(NAD 83)
 KV5194_MARKER: 62 = FLAGPOLE
 KV5194
 KV5194  HISTORY     - Date     Condition        Report By
 KV5194  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5194  HISTORY     - 1962     GOOD             CGS
 KV5194  HISTORY     - 1984     GOOD             USPSQD
 KV5194  HISTORY     - 19920729 GOOD             USPSQD
 KV5194
 KV5194                          STATION DESCRIPTION
 KV5194
 KV5194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5194'STATION IS THE CENTER LINE OF THE WHITE FLAGSTAFF ON THE WHITE
 KV5194'PYRAMIDAL SHAPED CUPOLA ON THE PARKER HOUSE HOTEL LOCATED ON
 KV5194'SECOND AVENUE IN SEA GIRT.
 KV5194
 KV5194                          STATION RECOVERY (1962)
 KV5194
 KV5194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5194'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV5194
 KV5194                          STATION RECOVERY (1984)
 KV5194
 KV5194'RECOVERY NOTE BY US POWER SQUADRON 1984 (JHF)
 KV5194'STATION FOUND GOOD.
 KV5194'
 KV5194'RECOVERED AS DESCRIBED IN 1962.  HOUSE APPEARS IN EXCELLENT
 KV5194'CONDITION.
 KV5194
 KV5194                          STATION RECOVERY (1992)
 KV5194
 KV5194'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5187 ***********************************************************************
 KV5187  DESIGNATION -  SPRING LAKE PUMPING STATION TK
 KV5187  PID         -  KV5187
 KV5187  STATE/COUNTY-  NJ/MONMOUTH
 KV5187  USGS QUAD   -  ASBURY PARK (1989)
 KV5187
 KV5187                         *CURRENT SURVEY CONTROL
 KV5187  ___________________________________________________________________
 KV5187* NAD 83(1996)-  40 08 46.26676(N)    074 02 09.87610(W)     ADJUSTED  
 KV5187* NAVD 88     -                                                        
 KV5187  ___________________________________________________________________
 KV5187  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 KV5187  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV5187
 KV5187  HORZ ORDER  -  THIRD
 KV5187
 KV5187.The horizontal coordinates were established by classical geodetic methods
 KV5187.and adjusted by the National Geodetic Survey in September 1999..
 KV5187
 KV5187
 KV5187.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5187
 KV5187.The geoid height was determined by GEOID03.
 KV5187
 KV5187;                    North         East     Units Scale Factor Converg.
 KV5187;SPC NJ       -   145,847.789   189,527.712   MT  0.99991923   +0 17 56.8
 KV5187;SPC NJ       -   478,502.29    621,808.84   sFT  0.99991923   +0 17 56.8
 KV5187;UTM  18      - 4,444,427.867   582,105.138   MT  0.99968298   +0 37 17.5
 KV5187
 KV5187                          SUPERSEDED SURVEY CONTROL
 KV5187
 KV5187  NAD 83(1986)-  40 08 46.26258(N)    074 02 09.86948(W) AD(       ) 4
 KV5187  NAD 27      -  40 08 45.85200(N)    074 02 11.37100(W) AD(       ) 3
 KV5187
 KV5187.Superseded values are not recommended for survey control.
 KV5187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5187.See file dsdata.txt to determine how the superseded data were derived.
 KV5187
 KV5187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8210544428(NAD 83)
 KV5187_MARKER: 53 = ELEVATED TANK
 KV5187_SETTING: 0 = UNSPECIFIED SETTING
 KV5187
 KV5187  HISTORY     - Date     Condition        Report By
 KV5187  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5187  HISTORY     - 1934     GOOD             CGS
 KV5187  HISTORY     - 1962     GOOD             CGS
 KV5187  HISTORY     - 1984     GOOD             USPSQD
 KV5187  HISTORY     - 1988     GOOD             NOSAMC
 KV5187  HISTORY     - 19920729 GOOD             USPSQD
 KV5187
 KV5187                          STATION DESCRIPTION
 KV5187
 KV5187'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (PCD)
 KV5187'STATION IS THE CENTER OF LARGE SQUAT BLACK WATER TANK LOCATED AT
 KV5187'THE SPRING LAKE PUMPING STATION, MONMOUTH AVENUE AND RAILROAD
 KV5187'TRACKS AT SPRING LAKE.
 KV5187
 KV5187                          STATION RECOVERY (1934)
 KV5187
 KV5187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5187'STATION ESTABLISHED IN 1933, NO DESCRIPTION AVAILABLE, DESCRIBED
 KV5187'AS FOLLOWS--
 KV5187'
 KV5187'STATION IS THE CENTER OF THE BALL APEX ON THE SHORT ALUMINUM
 KV5187'PAINTED WATER TANK AT THE SPRING LAKE MUNICIPAL PUMPING STATION
 KV5187'ON THE E SIDE OF THE PENNSYLVANIA RAILROAD TRACKS IN SPRING LAKE.
 KV5187'
 KV5187'THE STATION WAS RELOCATED AND RENAMED TANK, ALUMINUM, SPRING LAKE.
 KV5187
 KV5187                          STATION RECOVERY (1962)
 KV5187
 KV5187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5187'RECOVERED IN GOOD CONDITION.  THE SIX-LEGGED ELEVATED WATER TANK
 KV5187'AT SPRING LAKE PUMPING STATION, EAST OF THE TRACKS, AND WITHIN THE
 KV5187'FENCE ENCLOSING THE AREA, PAINTED ALUMINUM.
 KV5187
 KV5187                          STATION RECOVERY (1984)
 KV5187
 KV5187'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5187'STATION FOUND GOOD.
 KV5187'
 KV5187'STATION AS DESCRIBED IN 1962 BY C.A.S. STILL PAINTED ALUMINUM WITH NO
 KV5187'LETTERING.
 KV5187
 KV5187                          STATION RECOVERY (1988)
 KV5187
 KV5187'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KV5187'THE STATION RECOVERED IN APPARENT GOOD CONDITION.
 KV5187
 KV5187                          STATION RECOVERY (1992)
 KV5187
 KV5187'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0818 ***********************************************************************
 KV0818  DESIGNATION -  SPRING LAKE RM 3
 KV0818  PID         -  KV0818
 KV0818  STATE/COUNTY-  NJ/MONMOUTH
 KV0818  USGS QUAD   -  ASBURY PARK (1989)
 KV0818
 KV0818                         *CURRENT SURVEY CONTROL
 KV0818  ___________________________________________________________________
 KV0818* NAD 83(1996)-  40 09 39.62825(N)    074 01 09.75247(W)     ADJUSTED  
 KV0818* NAVD 88     -         4.863  (meters)      15.95   (feet)  POSTED    
 KV0818  ___________________________________________________________________
 KV0818  X           -   1,343,847.474 (meters)                     COMP
 KV0818  Y           -  -4,692,541.628 (meters)                     COMP
 KV0818  Z           -   4,091,646.421 (meters)                     COMP
 KV0818  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 KV0818  ELLIP HEIGHT-         -28.06  (meters)          (10/23/02) GPS OBS
 KV0818  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV0818  DYNAMIC HT  -           4.860 (meters)      15.94  (feet)  COMP
 KV0818  MODELED GRAV-     980,163.2   (mgal)                       NAVD 88
 KV0818
 KV0818  HORZ ORDER  -  FIRST
 KV0818  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KV0818  ELLP ORDER  -  FOURTH    CLASS I
 KV0818
 KV0818.The horizontal coordinates were established by GPS observations
 KV0818.and adjusted by the National Geodetic Survey in May 1999..
 KV0818
 KV0818.The orthometric height was determined by differential leveling
 KV0818.and adjusted by the National Geodetic Survey in 1992..
 KV0818.No vertical observational check was made to the station.
 KV0818.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KV0818.was located on a no-check spur therefore a value was not computed.
 KV0818
 KV0818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0818
 KV0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0818
 KV0818.The ellipsoidal height was determined by GPS observations
 KV0818.and is referenced to NAD 83.
 KV0818
 KV0818.The geoid height was determined by GEOID03.
 KV0818
 KV0818.The dynamic height is computed by dividing the NAVD 88
 KV0818.geopotential number by the normal gravity value computed on the
 KV0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0818.degrees latitude (g = 980.6199 gals.).
 KV0818
 KV0818.The modeled gravity was interpolated from observed gravity values.
 KV0818
 KV0818;                    North         East     Units Scale Factor Converg.
 KV0818;SPC NJ       -   147,501.067   190,941.793   MT  0.99992063   +0 18 35.9
 KV0818;SPC NJ       -   483,926.42    626,448.20   sFT  0.99992063   +0 18 35.9
 KV0818;UTM  18      - 4,446,088.686   583,509.562   MT  0.99968585   +0 37 56.9
 KV0818
 KV0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0818!SPC NJ       -   1.00000440  x   0.99992063  =   0.99992503
 KV0818!UTM  18      -   1.00000440  x   0.99968585  =   0.99969025
 KV0818
 KV0818                          SUPERSEDED SURVEY CONTROL
 KV0818
 KV0818  ELLIP H (05/14/99)  -28.08   (m)                       GP(       ) 4 1
 KV0818  NAD 83(1992)-  40 09 39.62772(N)    074 01 09.75511(W) AD(       ) 1
 KV0818  ELLIP H (05/22/95)  -28.02   (m)                       GP(       ) 3 1
 KV0818  NAVD 88 (05/22/95)    4.86   (m)           15.9    (f) LEVELING    3  
 KV0818  NGVD 29 (04/16/92)    5.194  (m)           17.04   (f) ADJUSTED    1 1
 KV0818
 KV0818.Superseded values are not recommended for survey control.
 KV0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0818.See file dsdata.txt to determine how the superseded data were derived.
 KV0818
 KV0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8351046089(NAD 83)
 KV0818_MARKER: DR = REFERENCE MARK DISK
 KV0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0818_STAMPING: SPRING LAKE NO 3 1934
 KV0818_MARK LOGO: CGS   
 KV0818_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0818+STABILITY: SURFACE MOTION
 KV0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0818+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2002
 KV0818
 KV0818  HISTORY     - Date     Condition        Report By
 KV0818  HISTORY     - 1934     MONUMENTED       CGS
 KV0818  HISTORY     - 1964     GOOD             CGS
 KV0818  HISTORY     - 1984     GOOD             USPSQD
 KV0818  HISTORY     - 1984     GOOD             USPSQD
 KV0818  HISTORY     - 1987     GOOD             USPSQD
 KV0818  HISTORY     - 19920729 GOOD             USPSQD
 KV0818  HISTORY     - 19940628 GOOD             NJGS
 KV0818  HISTORY     - 20020516 GOOD             NJDEP
 KV0818
 KV0818                          STATION DESCRIPTION
 KV0818
 KV0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0818'1.4 MI NW FROM SPRING LAKE.
 KV0818'0.7 MILE NORTH ALONG THE NEW YORK AND LONG BRANCH RAILROAD FROM
 KV0818'THE STATION AT SPRING LAKE, THENCE 0.05 MILE SOUTH ALONG 5 TH
 KV0818'AVENUE, THENCE 0.7 MILE EAST ALONG WORTHINGTON STREET, 90.7 FEET
 KV0818'EAST OF AND ACROSS OCEAN AVENUE FROM SPRING LAKE STATION DESCRIBED,
 KV0818'66.4 FEET NORTH OF THE NORTH EDGE OF CONCRETE SIDEWALK LEADING TO
 KV0818'BOARDWALK, 60.3 FEET WEST OF THE WEST EDGE OF BOARDWALK, 1.0 FOOT
 KV0818'EAST OF THE EAST CURB OF OCEAN AVENUE, 1 FOOT ABOVE THE LEVEL
 KV0818'OF OCEAN AVENUE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 KV0818'4 INCHES ABOVE THE LEVEL OF THE GROUND.
 KV0818
 KV0818                          STATION RECOVERY (1984)
 KV0818
 KV0818'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0818'RECOVERED IN GOOD CONDITION.
 KV0818
 KV0818                          STATION RECOVERY (1984)
 KV0818
 KV0818'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0818'RECOVERED IN GOOD CONDITION.
 KV0818
 KV0818                          STATION RECOVERY (1987)
 KV0818
 KV0818'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0818'RECOVERED IN GOOD CONDITION.
 KV0818
 KV0818                          STATION RECOVERY (1992)
 KV0818
 KV0818'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0818'RECOVERED IN GOOD CONDITION.
 KV0818
 KV0818                          STATION RECOVERY (1994)
 KV0818
 KV0818'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 KV0818'THE STATION IS LOCATED IN THE BOROUGH OF SPRING LAKE. TO REACH THE
 KV0818'STATION FROM THE INTERSECTION OF STATE ROUTE 71, MAIN STREET, AND
 KV0818'BRIGHTON AVENUE, GO 0.85 MI (1.37 KM) EAST ON BRIGHTON AVENUE TO THE
 KV0818'INTERSECTION WITH OCEAN AVENUE. TURN LEFT AND GO 0.3 MI (0.5 KM) NORTH
 KV0818'ON OCEAN AVENUE TO THE STATION ON THE RIGHT. TO REACH THE STATION FROM
 KV0818'THE JUNCTION OF 16TH AVENUE AND OCEAN AVENUE IN BELMAR, GO 0.75 MI
 KV0818'(1.21 KM) SOUTH SOUTHWEST ON OCEAN AVENUE TO THE STATION ON THE LEFT.
 KV0818'THE STATION IS LOCATED AT THE EAST CURBLINE OF OCEAN AVENUE, BETWEEN
 KV0818'WORTHINGTON AVENUE TO THE SOUTH AND MONROE AVENUE TO THE NORTH, ABOUT
 KV0818'1.2 FT (0.4 M) EAST FROM THE EAST CURBLINE, 69.6 FT (21.2 M) NORTH
 KV0818'FROM THE NORTH EDGE OF THE SIDEWALK OF WORTHINGTON AVENUE EXTENDED
 KV0818'LEADING TO THE BEACH, 60.4 FT (18.4 M) WEST FROM THE WEST EDGE OF THE
 KV0818'BOARDWALK, 57.3 FT (17.5 M) NORTH NORTHWEST OF THE NORTHEAST ANGLE
 KV0818'POINT IN THE NORTH CURBLINE OF OCEAN AVENUE FOR THE PARKING STALLS,
 KV0818'77.0 FT (23.5 M) NORTH NORTHEAST OF THE RANGE OF THE NORTH CURBLINE
 KV0818'EXTENDED OF WORTHINGTON AVENUE. THE STATION IS FLUSH WITH THE GROUND
 KV0818'AND TOP OF THE CURB.
 KV0818
 KV0818                          STATION RECOVERY (2002)
 KV0818
 KV0818'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2002 (BMC)
 KV0818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5200 ***********************************************************************
 KV5200  DESIGNATION -  SPRING LAKE RM 4
 KV5200  PID         -  KV5200
 KV5200  STATE/COUNTY-  NJ/MONMOUTH
 KV5200  USGS QUAD   -  ASBURY PARK (1989)
 KV5200
 KV5200                         *CURRENT SURVEY CONTROL
 KV5200  ___________________________________________________________________
 KV5200* NAD 83(1996)-  40 09 40.73209(N)    074 01 09.17531(W)     ADJUSTED  
 KV5200* NAVD 88     -         3.5    (meters)      11.     (feet)  VERTCON   
 KV5200  ___________________________________________________________________
 KV5200  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 KV5200  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV5200
 KV5200  HORZ ORDER  -  SECOND
 KV5200
 KV5200.The horizontal coordinates were established by classical geodetic methods
 KV5200.and adjusted by the National Geodetic Survey in September 1999..
 KV5200
 KV5200.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5200
 KV5200.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5200
 KV5200.The geoid height was determined by GEOID03.
 KV5200
 KV5200;                    North         East     Units Scale Factor Converg.
 KV5200;SPC NJ       -   147,535.184   190,955.266   MT  0.99992064   +0 18 36.3
 KV5200;SPC NJ       -   484,038.35    626,492.40   sFT  0.99992064   +0 18 36.3
 KV5200;UTM  18      - 4,446,122.870   583,522.839   MT  0.99968588   +0 37 57.3
 KV5200
 KV5200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5200!SPC NJ       -   1.00000462  x   0.99992064  =   0.99992526
 KV5200!UTM  18      -   1.00000462  x   0.99968588  =   0.99969050
 KV5200
 KV5200:                Primary Azimuth Mark                     Grid Az
 KV5200:SPC NJ       -  SPRING LAKE AZ MK                        198 01 37.6
 KV5200:UTM  18      -  SPRING LAKE AZ MK                        197 42 16.6
 KV5200
 KV5200|---------------------------------------------------------------------|
 KV5200| PID    Reference Object                     Distance      Geod. Az  |
 KV5200|                                                           dddmmss.s |
 KV5200| CB6404 SPRING LAKE AZ MK                                  1982013.9 |
 KV5200| CB6405 SPRING LAKE RM 1                                   20833     |
 KV5200| KV5187 SPRING LAKE PUMPING STATION TK      APPROX. 2.2 KM 2203229.8 |
 KV5200| KV5185 SPRING LAKE HEIGHTS TANK            APPROX. 2.3 KM 2212411.7 |
 KV5200| KV5212 SPRING LAKE EAST TANK               APPROX. 1.1 KM 2253858.7 |
 KV5200| KV0817 SPRING LAKE                          48.679 METERS 23633     |
 KV5200| KV5177 SPRING LAKE WEST TANK               APPROX. 3.1 KM 2450123.7 |
 KV5200| KV5176 WALL TOWNSHIP WATER TOWER           APPROX. 4.5 KM 3003659.8 |
 KV5200| KV5146 EVANS SIGNAL LAB RADIO MAST         APPROX. 5.1 KM 3074036.9 |
 KV5200| KV5155 BELMAR STANDPIPE                    APPROX. 2.0 KM 3344158.5 |
 KV5200| KV5129 NEPTUNE MICROWAVE RELAY TOWER       APPROX. 7.7 KM 3364550.2 |
 KV5200| KV5132 NEPTUNE RADIO STA WJLK TOWER        APPROX. 6.6 KM 3423043.3 |
 KV5200| KV5181 OAKHURST US ARMY TOWER              APPROX. 8.9 KM 3472147.0 |
 KV5200| KV5145 AVON WATER TANK                     APPROX. 3.6 KM 3560044.5 |
 KV5200|---------------------------------------------------------------------|
 KV5200
 KV5200                          SUPERSEDED SURVEY CONTROL
 KV5200
 KV5200  NAD 83(1986)-  40 09 40.72930(N)    074 01 09.16829(W) AD(       ) 2
 KV5200  NAD 27      -  40 09 40.31940(N)    074 01 10.67180(W) AD(       ) 2
 KV5200  NGVD 29 (07/19/86)    3.8    (m)           12.     (f) VERT ANG       
 KV5200
 KV5200.Superseded values are not recommended for survey control.
 KV5200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5200.See file dsdata.txt to determine how the superseded data were derived.
 KV5200
 KV5200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8352346123(NAD 83)
 KV5200_MARKER: DR = REFERENCE MARK DISK
 KV5200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5200_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5200
 KV5200  HISTORY     - Date     Condition        Report By
 KV5200  HISTORY     - 1962     MONUMENTED       CGS
 KV5200  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV5200  HISTORY     - 1988     MARK NOT FOUND   NOSAMC
 KV5200  HISTORY     - 19920729 POOR             USPSQD
 KV5200
 KV5200                          STATION DESCRIPTION
 KV5200
 KV5200'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV5200'THE STATION IS IN THE NORTHEAST PART OF SPRING LAKE AND ON A
 KV5200'STRIP OF SAND BETWEEN OCEAN AVENUE AND A BOARDWALK.  IT IS 65
 KV5200'FEET SOUTHEAST OF THE INTERSECTION OF OCEAN AVENUE AND MONROE
 KV5200'AVENUE, 46 FEET EAST OF THE CENTERLINE OF OCEAN AVENUE AND 45
 KV5200'FEET WEST OF THE WEST EDGE OF THE BOARDWALK.  THE MONUMENT
 KV5200'PROJECTS 4 INCHES AND THE DISK IS STAMPED SPRING LAKE NO 4 1934.
 KV5200'
 KV5200'TO REACH FROM THE MONMOUTH HOTEL IN SPRING LAKE, GO NORTH ON
 KV5200'OCEAN AVENUE FOR 0.9 MILE TO ST. CLAIR AVENUE AND THE AZIMUTH
 KV5200'MARK ON THE LEFT.  CONTINUE NORTH ON OCEAN AVENUE FOR 0.2 MILE
 KV5200'TO MONROE AVENUE ON THE LEFT AND THE STATION ON THE RIGHT.
 KV5200'
 KV5200'REFERENCE MARK 1 IS 75 FEET WEST OF THE WEST EDGE OF THE
 KV5200'BOARDWALK, 67 FEET NORTH OF THE CENTERLINE OF A CONCRETE WALK
 KV5200'AND 31 FEET EAST OF THE CENTERLINE OF OCEAN AVENUE.  THE MONUMENT
 KV5200'IS FLUSH AND THE DISK IS STAMPED SPRING LAKE NO 1 1934.
 KV5200'
 KV5200'SPRING LAKE 1934 IS 100 FEET NORTH OF THE CENTERLINE OF
 KV5200'WORTHINGTON AVENUE, 46 FEET EAST OF THE CENTERLINE OF OCEAN
 KV5200'AVENUE, 22 FEET EAST OF THE NORTHEAST CORNER OF THE OLD COAST
 KV5200'GUARD BUILDING AND IS SET IN THE CENTER OF FOUR CONCRETE FOOTINGS
 KV5200'FOR A FLAGPOLE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 KV5200'STAMPED SPRING LAKE 1934.
 KV5200'
 KV5200'THE AZIMUTH MARK IS 34 FEET WEST OF THE CENTERLINE OF OCEAN
 KV5200'AVENUE, 25 FEET SOUTH OF A FIRE HYDRANT AND 21 FEET NORTH OF THE
 KV5200'CENTERLINE OF ST. CLAIR AVENUE.  IT IS A STANDARD DISK CEMENTED
 KV5200'IN A DRILLED HOLE IN THE NORTH CURB OF ST. CLAIR AVENUE AND
 KV5200'STAMPED SPRING LAKE 1934.
 KV5200'
 KV5200'HEIGHT OF LIGHT ABOVE STATION MARK 26.54 METERS.
 KV5200
 KV5200                          STATION RECOVERY (1984)
 KV5200
 KV5200'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5200'AZIMUTH MARK FOUND IN GOOD CONDITION AS DESCRIBED.
 KV5200'THE STATION, IF IT STILL EXISTS, IS BURIED BENEATH BROWN SAND AS IS
 KV5200'RM 1 SPRING LAKE NO. 1 1934.
 KV5200'SPRING LAKE 1934, IF IT STILL EXISTS IS INACCESSIBLE DUE TO
 KV5200'EXTREMELY HEAVY BRUSH, THE COAST GUARD STATION IS NOW A MEDICAL
 KV5200'CLINIC SOME CONCRETE, WHICH COULD HAVE BEEN THE FOOTINGS
 KV5200'MENTIONED CAN BE SEEN, BUT BRUSH WOULD HAVE TO BE REMOVED TO
 KV5200'OBSERVE IT.
 KV5200
 KV5200                          STATION RECOVERY (1988)
 KV5200
 KV5200'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KV5200'THE STATION NOT RECOVERED AT THIS DATE. A SEARCH FOR THE STATION
 KV5200'REVEALED NO TRACE OF THE MARK.
 KV5200
 KV5200                          STATION RECOVERY (1992)
 KV5200
 KV5200'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5200'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5193 ***********************************************************************
 KV5193  DESIGNATION -  SPRING LAKE ST CATHERINE CH
 KV5193  PID         -  KV5193
 KV5193  STATE/COUNTY-  NJ/MONMOUTH
 KV5193  USGS QUAD   -  ASBURY PARK (1989)
 KV5193
 KV5193                         *CURRENT SURVEY CONTROL
 KV5193  ___________________________________________________________________
 KV5193* NAD 83(1996)-  40 08 51.23291(N)    074 01 46.04105(W)     ADJUSTED  
 KV5193* NAVD 88     -                                                        
 KV5193  ___________________________________________________________________
 KV5193  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 KV5193  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KV5193
 KV5193  HORZ ORDER  -  THIRD
 KV5193
 KV5193.The horizontal coordinates were established by classical geodetic methods
 KV5193.and adjusted by the National Geodetic Survey in September 1999..
 KV5193
 KV5193
 KV5193.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5193
 KV5193.The geoid height was determined by GEOID03.
 KV5193
 KV5193;                    North         East     Units Scale Factor Converg.
 KV5193;SPC NJ       -   146,003.915   190,091.020   MT  0.99991978   +0 18 12.2
 KV5193;SPC NJ       -   479,014.51    623,656.95   sFT  0.99991978   +0 18 12.2
 KV5193;UTM  18      - 4,444,587.123   582,667.426   MT  0.99968413   +0 37 32.9
 KV5193
 KV5193                          SUPERSEDED SURVEY CONTROL
 KV5193
 KV5193  NAD 83(1986)-  40 08 51.22868(N)    074 01 46.03390(W) AD(       ) 4
 KV5193  NAD 27      -  40 08 50.81800(N)    074 01 47.53500(W) AD(       ) 3
 KV5193
 KV5193.Superseded values are not recommended for survey control.
 KV5193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5193.See file dsdata.txt to determine how the superseded data were derived.
 KV5193
 KV5193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8266744587(NAD 83)
 KV5193_MARKER: 86 = CUPOLA
 KV5193
 KV5193  HISTORY     - Date     Condition        Report By
 KV5193  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5193  HISTORY     - 1962     GOOD             CGS
 KV5193  HISTORY     - 1984     GOOD             USPSQD
 KV5193  HISTORY     - 1988     GOOD             NOSAMC
 KV5193  HISTORY     - 19920729 GOOD             USPSQD
 KV5193
 KV5193                          STATION DESCRIPTION
 KV5193
 KV5193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5193'STATION IS THE CENTER OF THE TOP OF GILT CROSS ON THE SMALL
 KV5193'CUPOLA SURMOUNTING THE GREEN ROOF DOME OF ST. CATHARINES
 KV5193'CATHOLIC CHURCH ON WEST LAKE AVENUE IN SPRING LAKE IN NEW
 KV5193'JERSEY.  CHURCH IS OF GRAY STONE AND VERY PROMINENT.
 KV5193
 KV5193                          STATION RECOVERY (1962)
 KV5193
 KV5193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5193'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV5193
 KV5193                          STATION RECOVERY (1984)
 KV5193
 KV5193'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5193'STATION FOUND GOOD.
 KV5193'
 KV5193'RECOVERED AS DESCRIBED.
 KV5193
 KV5193                          STATION RECOVERY (1988)
 KV5193
 KV5193'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KV5193'STATION RECOVERED IN APPARENT GOOD CONDITION.
 KV5193
 KV5193                          STATION RECOVERY (1992)
 KV5193
 KV5193'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5186 ***********************************************************************
 KV5186  DESIGNATION -  SPRING LAKE WATER WKS LOW STK
 KV5186  PID         -  KV5186
 KV5186  STATE/COUNTY-  NJ/MONMOUTH
 KV5186  USGS QUAD   -  ASBURY PARK (1989)
 KV5186
 KV5186                         *CURRENT SURVEY CONTROL
 KV5186  ___________________________________________________________________
 KV5186* NAD 83(1996)-  40 08 43.91611(N)    074 02 10.52019(W)     ADJUSTED  
 KV5186* NAVD 88     -                                                        
 KV5186  ___________________________________________________________________
 KV5186  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 KV5186  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KV5186
 KV5186  HORZ ORDER  -  THIRD
 KV5186
 KV5186.The horizontal coordinates were established by classical geodetic methods
 KV5186.and adjusted by the National Geodetic Survey in September 1999..
 KV5186
 KV5186
 KV5186.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5186
 KV5186.The geoid height was determined by GEOID03.
 KV5186
 KV5186;                    North         East     Units Scale Factor Converg.
 KV5186;SPC NJ       -   145,775.213   189,512.846   MT  0.99991921   +0 17 56.4
 KV5186;SPC NJ       -   478,264.18    621,760.06   sFT  0.99991921   +0 17 56.4
 KV5186;UTM  18      - 4,444,355.227   582,090.684   MT  0.99968296   +0 37 17.0
 KV5186
 KV5186                          SUPERSEDED SURVEY CONTROL
 KV5186
 KV5186  NAD 83(1986)-  40 08 43.91105(N)    074 02 10.51383(W) AD(       ) 4
 KV5186  NAD 27      -  40 08 43.49900(N)    074 02 12.01300(W) AD(       ) 3
 KV5186
 KV5186.Superseded values are not recommended for survey control.
 KV5186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5186.See file dsdata.txt to determine how the superseded data were derived.
 KV5186
 KV5186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8209144355(NAD 83)
 KV5186_MARKER: 63 = STACK
 KV5186
 KV5186  HISTORY     - Date     Condition        Report By
 KV5186  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5186  HISTORY     - 1962     GOOD             CGS
 KV5186  HISTORY     - 1984     GOOD             USPSQD
 KV5186  HISTORY     - 19920809 MARK NOT FOUND   USPSQD
 KV5186
 KV5186                          STATION DESCRIPTION
 KV5186
 KV5186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5186'STATION IS THE CENTER LINE OF THE SHORTER OF TWO YELLOW BRICK
 KV5186'STACKS AT THE SPRING LAKE MUNICIPAL PUMPING STATION JUST E OF
 KV5186'PENNSYLVANIA RAILROAD IN SPRING LAKE.
 KV5186
 KV5186                          STATION RECOVERY (1962)
 KV5186
 KV5186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5186'RECOVERED IN GOOD CONDITION.  THE STACK IS ON THE INCINERATOR
 KV5186'BUILDING WITHIN THE FENCE THAT SURROUNDS THE PUMPING STATION.
 KV5186
 KV5186                          STATION RECOVERY (1984)
 KV5186
 KV5186'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 KV5186'STATION FOUND GOOD.
 KV5186'
 KV5186'RECOVERED AS DESCRIBED IN 1962 BY C.A.S.
 KV5186
 KV5186                          STATION RECOVERY (1992)
 KV5186
 KV5186'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5177 ***********************************************************************
 KV5177  DESIGNATION -  SPRING LAKE WEST TANK
 KV5177  PID         -  KV5177
 KV5177  STATE/COUNTY-  NJ/MONMOUTH
 KV5177  USGS QUAD   -  ASBURY PARK (1989)
 KV5177
 KV5177                         *CURRENT SURVEY CONTROL
 KV5177  ___________________________________________________________________
 KV5177* NAD 83(1996)-  40 08 58.65498(N)    074 03 06.84271(W)     ADJUSTED  
 KV5177* NAVD 88     -                                                        
 KV5177  ___________________________________________________________________
 KV5177  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 KV5177  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV5177
 KV5177  HORZ ORDER  -  THIRD
 KV5177
 KV5177.The horizontal coordinates were established by classical geodetic methods
 KV5177.and adjusted by the National Geodetic Survey in September 1999..
 KV5177
 KV5177
 KV5177.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5177
 KV5177.The geoid height was determined by GEOID03.
 KV5177
 KV5177;                    North         East     Units Scale Factor Converg.
 KV5177;SPC NJ       -   146,222.933   188,177.521   MT  0.99991794   +0 17 20.2
 KV5177;SPC NJ       -   479,733.07    617,379.08   sFT  0.99991794   +0 17 20.2
 KV5177;UTM  18      - 4,444,795.321   580,753.178   MT  0.99968027   +0 36 40.9
 KV5177
 KV5177                          SUPERSEDED SURVEY CONTROL
 KV5177
 KV5177  NAD 83(1986)-  40 08 58.65127(N)    074 03 06.83630(W) AD(       ) 4
 KV5177  NAD 27      -  40 08 58.23900(N)    074 03 08.33700(W) AD(       ) 3
 KV5177
 KV5177.Superseded values are not recommended for survey control.
 KV5177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5177.See file dsdata.txt to determine how the superseded data were derived.
 KV5177
 KV5177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8075344795(NAD 83)
 KV5177_MARKER: 51 = TANK
 KV5177
 KV5177  HISTORY     - Date     Condition        Report By
 KV5177  HISTORY     - 1962     FIRST OBSERVED   CGS
 KV5177  HISTORY     - 19920809 MARK NOT FOUND   USPSQD
 KV5177
 KV5177                          STATION DESCRIPTION
 KV5177
 KV5177'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3294 ***********************************************************************
 JU3294  DESIGNATION -  SPRINGER
 JU3294  PID         -  JU3294
 JU3294  STATE/COUNTY-  NJ/GLOUCESTER
 JU3294  USGS QUAD   -  BRIDGEPORT (1995)
 JU3294
 JU3294                         *CURRENT SURVEY CONTROL
 JU3294  ___________________________________________________________________
 JU3294* NAD 83(1996)-  39 46 20.28880(N)    075 21 10.78619(W)     ADJUSTED  
 JU3294* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 JU3294  ___________________________________________________________________
 JU3294  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 JU3294  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JU3294
 JU3294  HORZ ORDER  -  SECOND
 JU3294
 JU3294.The horizontal coordinates were established by classical geodetic methods
 JU3294.and adjusted by the National Geodetic Survey in September 1999..
 JU3294
 JU3294.The orthometric height was scaled from a topographic map.
 JU3294
 JU3294.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3294
 JU3294.The geoid height was determined by GEOID03.
 JU3294
 JU3294;                    North         East     Units Scale Factor Converg.
 JU3294;SPC NJ       -   104,583.124    76,924.817   MT  0.99996572   -0 32 44.6
 JU3294;SPC NJ       -   343,119.80    252,377.50   sFT  0.99996572   -0 32 44.6
 JU3294;SPC PA S     -    51,528.107   805,348.411   MT  1.00002908   +1 33 18.6
 JU3294;SPC PA S     -   169,055.13  2,642,213.91   sFT  1.00002908   +1 33 18.6
 JU3294;SPC DE       -   196,750.150   205,455.059   MT  0.99999537   +0 02 26.6
 JU3294;SPC DE       -   645,504.45    674,063.81   sFT  0.99999537   +0 02 26.6
 JU3294;UTM  18      - 4,402,545.092   469,768.475   MT  0.99961125   -0 13 33.0
 JU3294
 JU3294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3294!SPC NJ       -   1.00000477  x   0.99996572  =   0.99997049
 JU3294!SPC PA S     -   1.00000477  x   1.00002908  =   1.00003385
 JU3294!SPC DE       -   1.00000477  x   0.99999537  =   1.00000014
 JU3294!UTM  18      -   1.00000477  x   0.99961125  =   0.99961602
 JU3294
 JU3294:                Primary Azimuth Mark                     Grid Az
 JU3294:SPC NJ       -  BRIDGEPORT MUNICIPAL TANK                002 35 02.2
 JU3294:SPC PA S     -  BRIDGEPORT MUNICIPAL TANK                000 28 59.0
 JU3294:SPC DE       -  BRIDGEPORT MUNICIPAL TANK                001 59 51.0
 JU3294:UTM  18      -  BRIDGEPORT MUNICIPAL TANK                002 15 50.6
 JU3294
 JU3294|---------------------------------------------------------------------|
 JU3294| PID    Reference Object                     Distance      Geod. Az  |
 JU3294|                                                           dddmmss.s |
 JU3294| JU3295 BRIDGEPORT MUNICIPAL TANK           APPROX. 2.9 KM 0020217.6 |
 JU3294| CB3070 SPRINGER RM 1                        52.545 METERS 11335     |
 JU3294| CS4389 SPRINGER RM 3                        67.653 METERS 12237     |
 JU3294| CB3071 SPRINGER RM 2                        34.832 METERS 17823     |
 JU3294| JU3266 AIRWAY BEACON 66 B                  APPROX. 5.4 KM 2394525.2 |
 JU3294|---------------------------------------------------------------------|
 JU3294
 JU3294                          SUPERSEDED SURVEY CONTROL
 JU3294
 JU3294  NAD 83(1991)-  39 46 20.28876(N)    075 21 10.78566(W) AD(       ) 2
 JU3294  NAD 83(1986)-  39 46 20.28429(N)    075 21 10.78953(W) AD(       ) 2
 JU3294  NAD 27      -  39 46 19.87900(N)    075 21 12.10600(W) AD(       ) 2
 JU3294
 JU3294.Superseded values are not recommended for survey control.
 JU3294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3294.See file dsdata.txt to determine how the superseded data were derived.
 JU3294
 JU3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6976802545(NAD 83)
 JU3294_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JU3294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU3294_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3294+STABILITY: SURFACE MOTION
 JU3294
 JU3294  HISTORY     - Date     Condition        Report By
 JU3294  HISTORY     - 1933     MONUMENTED       CGS
 JU3294  HISTORY     - 1946     GOOD             CGS
 JU3294  HISTORY     - 1982     GOOD             NGS
 JU3294  HISTORY     - 19941114 GOOD             USPSQD
 JU3294
 JU3294                          STATION DESCRIPTION
 JU3294
 JU3294'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3294'THIS STATION IS LOCATED ON SPRINGERS WHARF, ON LAND OWNED AND
 JU3294'OCCUPIED BY PAUL BONI.  ABOUT 6 MILES SW OF PAULSBORO.  AND ABOUT
 JU3294'1-3/4 MILES S OF BRIDGEPORT.  THE WHARF IS IN A POOR STATE OF
 JU3294'REPAIR, AND PART OF IT HAS BEEN WASHED AWAY, HOWEVER, SOME OF THE
 JU3294'RETAINING LOGS ARE STILL IN PLACE.  THE MARK IS ON THE BLUFF TO
 JU3294'THE S OF THE WHARF AND JUST BEHIND MR. BONIS HOUSE.  IT IS 23
 JU3294'FEET SW OF THE EDGE OF THE BLUFF ALONG THE CREEK.  35 FEET SW
 JU3294'OF THE EDGE OF THE WATER.  52 FEET NE OF THE HOUSE.  40 FEET NE
 JU3294'OF A SOFT MAPLE TREE IN THE YARD.  98.5 FEET SSE OF THE E
 JU3294'CORNER OF THE WHARF.  AND 171 FEET SE OF THE N CORNER OF THE
 JU3294'WHARF.  THE MARK PROJECTS 2 INCHES.
 JU3294'
 JU3294'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JU3294'DISKS SET IN CONCRETE.
 JU3294'
 JU3294'REFERENCE MARK NO.1 IS SE OF THE STATION.  AT THE S CORNER OF A
 JU3294'LARGE HOTBED.  50 FEET SSW OF THE BANK OF THE CREEK.  AND 175
 JU3294'FEET E OF THE HOUSE.
 JU3294'
 JU3294'REFERENCE MARK NO.2 IS S OF THE STATION.  AT THE E CORNER OF A
 JU3294'SMALL CHICKEN YARD.  12 FEET NW OF THE EDGE OF A CULTIVATED FIELD
 JU3294'AND 70 FEET SE OF THE HOUSE.
 JU3294'
 JU3294'TO REACH FROM THE JUNCTION OF ROUTES 44 AND S44 IN BRIDGEPORT--GO
 JU3294'SW ON 44 2.2 MILES TO A ROAD TO THE LEFT MARKED SWEDESBORO
 JU3294'6 MILES.  TURN LEFT ON THIS ROAD 2.0 MILES TO A DIRT ROAD TO THE
 JU3294'LEFT.  TURN LEFT 0.7 MILE TO A T-ROAD.  RIGHT 0.2 MILE TO A
 JU3294'PRIVATE ROAD TO THE LEFT.  TURN LEFT AND GO 0.3 MILE TO THE
 JU3294'HOUSE AT THE END OF THE ROAD.  AND THE STATION.
 JU3294
 JU3294                          STATION RECOVERY (1946)
 JU3294
 JU3294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3294'STATION RECOVERED AS DESCRIBED.  DISTANCES TO REFERENCE MARKS
 JU3294'CHECKED.  ORIGINAL DESCRIPTION ADEQUATE EXCEPT FOR THE FOLLOWING
 JU3294'CHANGES--
 JU3294'
 JU3294'DELETE - 98.5 FEET SSE OF THE E CORNER OF THE WHARF AND 171.0
 JU3294'FEET SE OF THE N CORNER OF WHARF.
 JU3294'
 JU3294'CHANGE - SWEDESBORO 6 MILES TO - SWEDESBORO 5 MILES.
 JU3294
 JU3294                          STATION RECOVERY (1982)
 JU3294
 JU3294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RGP)
 JU3294'THE STATION WAS RECOVERED AT THIS DATE.
 JU3294'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND.  REFERENCE MARK 1
 JU3294'BELIEVED DESTROYED.  ALL OTHER LANDMARKS HAVE BEEN REMOVED.  A
 JU3294'SHORTER DISTANCE OF 0.04 FEET WAS MEASURED TO REFERENCE MARK 2 AND
 JU3294'A DIFFERENCE IN DIRECTION OF 1 MINUTE 2 SECONDS WITH THE AZIMUTH
 JU3294'THE BRIDGEPORT TANK.  REASON UNKNOWN.  REFERENCE MARK 3 ESTABLISHED.
 JU3294'
 JU3294'THE STATION IS LOCATED ABOUT 27 KM (17 MI) SOUTHWEST OF CAMDEN,
 JU3294'2 KM (1.25 MI) NORTHWEST OF LOGAN AND
 JU3294'2 KM (1.25 MI) SOUTHWEST OF BRIDGEPORT.
 JU3294'OWNERSHIP--BRIDGEPORT INDUSTRIAL PARK
 JU3294'
 JU3294'TO REACH THE STATION FROM THE POST OFFICE IN BRIDGEPORT, GO
 JU3294'SOUTHWEST FOR 0.3 KM (0.2 MI) ON A
 JU3294'PAVED STREET TO U.S. HIGHWAY 130,  BEAR LEFT
 JU3294'AND GO SOUTHWEST FOR 1.4 KM (0.9 MI) ON ON U.S. HIGHWAY
 JU3294'130 TO A SIDE ROAD LEFT.
 JU3294'TURN LEFT AND GO SOUTH FOR 3.4 KM (2.1 MI) ON HIGH HILL ROAD TO A
 JU3294'CROSSROADS,
 JU3294'TURN LEFT AND GO NORTH FOR 0.4 KM (0.25 MI) ON HERON DRIVE TO A
 JU3294'SIDE ROAD RIGHT.
 JU3294'TURN RIGHT AND GO EAST FOR 25 METERS (80 FT) ON A PAVED STREET TO A
 JU3294'SIDE ROAD LEFT,
 JU3294'TURN LEFT AND GO NORTH FOR 0.2 KM (0.15 MI) ON THE WEST SIDE OF THE
 JU3294'KILLDEER COURT WAREHOUSE 123 TO THE STATION ON THE LEFT.
 JU3294'
 JU3294'THE STATION IS A STANDARD CGS DISK
 JU3294'STAMPED---SPRINGER 1933---,
 JU3294'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU3294'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JU3294'69.5 METERS (228 FT) WEST-SOUTHWEST FROM THE NORTHWEST CORNER OF
 JU3294'THE WAREHOUSE,
 JU3294'35.0 METERS (115 FT) NORTH-NORTHEAST FROM A WITNESS POST NEAR
 JU3294'REFERENCE MARK 2,
 JU3294'14.3 METERS (47.0 FT) NORTH-NORTHEAST FROM A 18 INCH MAPLE,
 JU3294'7.6 METERS (25.0 FT) SOUTH FROM THE SOUTH BANK OF A CREEK AND
 JU3294'0.2 METERS (0.8 FT) NORTHEAST FROM A WITNESS POST.
 JU3294'THE UNDERGROUND MARK IS PRESUMED IN PLACE.
 JU3294'
 JU3294'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK
 JU3294'STAMPED---SPRINGER NO 2 1933---,
 JU3294'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU3294'30 CM IN DIAMETER PROJECTING 15 CM ABOVE GROUND.  LOCATED
 JU3294'59.7 METERS (196 FT) SOUTHEAST FROM THE NORTHWEST CORNER OF THE
 JU3294'WAREHOUSE,
 JU3294'34.7 METERS (113.8 FT) SOUTH-SOUTHWEST FROM THE WITNESS POST AT THE
 JU3294'STATION,
 JU3294'20.1 METERS (66.0 FT) SOUTH-SOUTHWEST FROM THE 18 INCH MAPLE AND
 JU3294'0.2 METERS (0.8 FT) NORTH FROM A WITNESS POST.
 JU3294'MARK IS 0.3 METERS BELOW THE STATION.
 JU3294'
 JU3294'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK
 JU3294'STAMPED---SPRINGER 1933 NO 3 1982---,
 JU3294'SET INTO A DRILL HOLE IN THE 4TH STEP OF THE MOST NORTHWEST
 JU3294'ENTRANCE TO THE WAREHOUSE,
 JU3294'67.8 METERS (222.5 FT) EAST FROM A WITNESS POST,
 JU3294'18.1 METERS (59.5 FT) SOUTHEAST FROM A CONCRETE CATCH BASIN,
 JU3294'4.1 METERS (13.6 FT) SOUTHWEST FROM THE NORTHWEST WAREHOUSE CORNER,
 JU3294'2.7 METERS (8.8 FT) NORTH-NORTHWEST FROM THE MOST NORTH EDGE OF THE
 JU3294'NORTH ONE OF FOUR BAYS.
 JU3294'MARK IS 2.4 METERS BELOW THE STATION.
 JU3294'
 JU3294'THERE WAS NO PLACE FOR AN AZIMUTH MARK.  BRIDGEPORT MUNICIPAL TANK
 JU3294'WILL DO.
 JU3294
 JU3294                          STATION RECOVERY (1994)
 JU3294
 JU3294'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU3294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4816 ***********************************************************************
 KV4816  DESIGNATION -  SPRINGFIELD RESET
 KV4816  PID         -  KV4816
 KV4816  STATE/COUNTY-  NJ/UNION
 KV4816  USGS QUAD   -  ROSELLE (1995)
 KV4816
 KV4816                         *CURRENT SURVEY CONTROL
 KV4816  ___________________________________________________________________
 KV4816* NAD 83(1996)-  40 41 22.14143(N)    074 21 23.82154(W)     ADJUSTED  
 KV4816* NAVD 88     -       159.     (meters)     522.     (feet)  VERTCON   
 KV4816  ___________________________________________________________________
 KV4816  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 KV4816  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV4816
 KV4816  HORZ ORDER  -  FIRST
 KV4816
 KV4816.The horizontal coordinates were established by classical geodetic methods
 KV4816.and adjusted by the National Geodetic Survey in September 1999..
 KV4816
 KV4816.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV4816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV4816
 KV4816.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4816
 KV4816.The geoid height was determined by GEOID03.
 KV4816
 KV4816;                    North         East     Units Scale Factor Converg.
 KV4816;SPC NJ       -   206,077.785   162,118.775   MT  0.99990181   +0 05 36.5
 KV4816;SPC NJ       -   676,106.87    531,884.68   sFT  0.99990181   +0 05 36.5
 KV4816;UTM  18      - 4,504,486.739   554,362.803   MT  0.99963638   +0 25 10.1
 KV4816
 KV4816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4816!SPC NJ       -   0.99998024  x   0.99990181  =   0.99988205
 KV4816!UTM  18      -   0.99998024  x   0.99963638  =   0.99961663
 KV4816
 KV4816|---------------------------------------------------------------------|
 KV4816| PID    Reference Object                     Distance      Geod. Az  |
 KV4816|                                                           dddmmss.s |
 KV4816| CB6402 SPRINGFIELD RM 1                     77.078 METERS 02835     |
 KV4816| CB6401 SPRINGFIELD RM 4 AZIMUTH                           0284302.7 |
 KV4816| CB6403 SPRINGFIELD RM 3                     52.130 METERS 22621     |
 KV4816|---------------------------------------------------------------------|
 KV4816
 KV4816                          SUPERSEDED SURVEY CONTROL
 KV4816
 KV4816  NAD 83(1996)-  40 41 22.14048(N)    074 21 23.82155(W) AD(       ) 1
 KV4816  NAD 83(1986)-  40 41 22.13911(N)    074 21 23.81815(W) AD(       ) 1
 KV4816  NAD 27      -  40 41 21.77500(N)    074 21 25.27900(W) AD(       ) 1
 KV4816  NGVD 29 (07/19/86)  159.     (m)          522.     (f) VERT ANG       
 KV4816
 KV4816.Superseded values are not recommended for survey control.
 KV4816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4816.See file dsdata.txt to determine how the superseded data were derived.
 KV4816
 KV4816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5436304487(NAD 83)
 KV4816_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV4816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4816_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV4816_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV4816+STABILITY: SURFACE MOTION
 KV4816
 KV4816  HISTORY     - Date     Condition        Report By
 KV4816  HISTORY     - 1817     MONUMENTED       COASUR
 KV4816  HISTORY     - 1869     SEE DESCRIPTION  COASUR
 KV4816  HISTORY     - 1934     SEE DESCRIPTION  NJGS
 KV4816  HISTORY     - 1935     GOOD             CGS
 KV4816  HISTORY     - 1964     GOOD             CGS
 KV4816  HISTORY     - 1974     MARK NOT FOUND   NGS
 KV4816  HISTORY     - 1984     GOOD             NGS
 KV4816  HISTORY     - 19990318 GOOD             PORANY
 KV4816
 KV4816                          STATION DESCRIPTION
 KV4816
 KV4816'DESCRIBED BY COAST SURVEY (CGS) 1869 (JF)
 KV4816'ON THE SUMMIT OF A HIGH HILL OF THE CONTINUATION OF THE NEWARK
 KV4816'RANGE, ABOUT 3 MILES WSW OF SPRINGFIELD, 2 MILES S OF SUMMIT
 KV4816'STATION OF THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD AND
 KV4816'3/8 MILE SW OF BALTUSROL.  THE STATION IS MOST READILY REACHED
 KV4816'BY THE ROAD ON THE NW SIDE OF THE HILL, AND A WOOD ROAD LEADING
 KV4816'TO THE SUMMIT.  THE STATION IS MARKED BY AN EARTHENWARE CONE
 KV4816'BURIED 18 INCHES BELOW THE SURFACE.  A PILE OF STONES, 3 FEET
 KV4816'HIGH WAS PLACED AROUND THE STATION.  AN OLD STONE AND WOOD
 KV4816'FENCE CROSSES THE HILL A SHORT DISTANCE NW OF THE STATION.
 KV4816
 KV4816                          STATION RECOVERY (1934)
 KV4816
 KV4816'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1934
 KV4816'THE STATION IS IN WATCHUNG RESERVATION, ON PROPERTY OF THE
 KV4816'UNION COUNTY PARK COMMISSION, ON TOP OF THE FIRST MOUNTAIN
 KV4816'ABOUT ONE MILE NW OF THE INTERSECTION OF STATE HIGHWAY 29
 KV4816'(MOUNTAIN AVENUE) AND SUMMIT ROAD.  THE STATION IS ABOUT THREE
 KV4816'MILES WSW FROM SPRINGFIELD (CENTER).  TWO MILES S OF THE SUMMIT
 KV4816'STATION OF THE DELAWARE LACKAWANNA AND WESTERN RAILROAD.  AND
 KV4816'2,000 FEET SW OF THE OLD HOUSE OF BALTUS RAUL, REMODELLED AND
 KV4816'OCCUPIED BY A WIDOW, MRS. BATCHELDER, IN 1934.  WHEN
 KV4816'RECOVERED, IT WAS MARKED BY A HOLLOW EARTHENWARE TRUNCATED
 KV4816'CONE, 7 INCHES IN DIAMETER AT THE TOP, 14 INCHES IN DIAMETER
 KV4816'AT THE BOTTOM, AND 13 INCHES HIGH, BURIED ABOUT 16 INCHES.
 KV4816'ALL THE OLD ROCK REFERENCE MARKS WERE RECOVERED AND SEVERAL
 KV4816'OF THE TREE REFERENCES (OLD STUMPS).  THE OLD ROCK REFERENCE
 KV4816'MARKS WERE REPLACED BY MONEL-METAL RIVETS.  THE STATION WAS
 KV4816'RE-MARKED BY STANDARD DISKS SET IN CONCRETE.
 KV4816'BOTH THESE STATION MARKS ARE STAMPED SPRINGFIELD
 KV4816'1838-1934.  FOUR NEW STANDARD REFERENCE MARKS WERE
 KV4816'ESTABLISHED, ALL STAMPED SPRINGFIELD 1838-1934.
 KV4816
 KV4816                          STATION RECOVERY (1935)
 KV4816
 KV4816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV4816'THE STATION WAS RECOVERED AS DESCRIBED BY THE N.J. GEOD. S. IN
 KV4816'1934.  DESCRIPTION ADEQUATE.  ANOTHER RIVET WAS FOUND AND
 KV4816'MEASURED.  THIS RIVET WAS CALLED NO.4.
 KV4816'
 KV4816'THE DIRECTIONS TO RIVETS NOS.1, 2, 3 AND 4, ALSO REFERENCE
 KV4816'MARK NO.2 ARE ONLY APPROXIMATE, AS THEY WERE TOO CLOSE TO TOWER
 KV4816'TO BE POINTED ON ACCURATELY.
 KV4816
 KV4816                          STATION RECOVERY (1964)
 KV4816
 KV4816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PRB)
 KV4816'STATION WAS RECOVERED.  MARKINGS BADLY DEFACED.
 KV4816
 KV4816                          STATION RECOVERY (1974)
 KV4816
 KV4816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KV4816'AN ATTEMPT WAS MADE TO RECOVER THE STATION, HOWEVER ACCESS TO THE
 KV4816'AREA COULD NOT BE OBTAINED AT THIS DATE.
 KV4816'
 KV4816'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV4816'3 MILES WSW OF SPRINGFIELD.
 KV4816
 KV4816                          STATION RECOVERY (1984)
 KV4816
 KV4816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 KV4816'THE STATION WAS RECOVERED AT THIS DATE.
 KV4816'THE STATION MARK, REFERENCE MARK TWO, THE AZIMUTH MARK, RIVET ONE,
 KV4816'AND RIVET FOUR WERE RECOVERED AND FOUND IN GOOD CONDITION. NO OTHER
 KV4816'REFERENCE MARKS OR RIVETS WERE FOUND AND ARE BELIEVED DESTROYED.
 KV4816'NEW REFERENCE MARKS FIVE AND SIX WERE ESTABLISHED. THE DISTANCE TO
 KV4816'REFERENCE MARK TWO AGREED WITH THE MOST RECENT INFORMATION
 KV4816'AVAILABLE, HOWEVER THE DIRECTION TO IT FAILED TO AGREE BY EIGHT
 KV4816'MINUTES. THE ANGLE WAS CHECKED IN THE FIELD AND THE REASON FOR THE
 KV4816'DIFFERENCE COULD NOT BE DETERMINED. THE DISTANCES AND DIRECTIONS TO
 KV4816'THE RIVET ALSO FAILED TO AGREE WITH THE MOST RECENT INFORMATION
 KV4816'AVAILABLE BUT THE EXACT CENTER OF THE RIVETS WAS NOT MARKED AND
 KV4816'COULD NOT BE DETERMINED. THE REFERENCE MARK FOUR IS NOT VISIBLE
 KV4816'FROM THE STATION AND THERE IS NO SUITABLE LOCATION TO SET A NEW
 KV4816'AZIMUTH MARK AT THIS DATE. RIVET NUMBER ONE IS ALSO OBSTRUCTED.
 KV4816'
 KV4816'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 KV4816'WEST OF UNION,
 KV4816'2.5 KM (1.5 MI) SOUTH OF SUMMIT AND
 KV4816'1.5 KM (1.0 MI) NORTH OF MOUNTAINSIDE.
 KV4816'IT IS LOCATED ON A LONG TIMBERED RIDGE.
 KV4816'OWNERSHIP--MOUNTAINSIDE CITY
 KV4816'
 KV4816'TO REACH THE STATION FROM THE JUNCTION OF SUMMIT ROAD AND
 KV4816'U. S. HIGHWAY 22 AT THE MUNICIPAL BUILDING AT MOUNTAINSIDE, GO
 KV4816'NORTH ON SUMMIT ROAD FOR 1.95 KM (1.2 MI) TO A SIDE ROAD LEFT. TURN
 KV4816'LEFT AND GO WEST ON PROSPECT AVENUE FOR 0.15 KM (0.1 MI) TO THE
 KV4816'AZIMUTH MARK ON THE RIGHT. CONTINUE WEST ON PROSPECT AVENUE FOR
 KV4816'0.25 KM (0.15 MI) TO A GATE. PASS THROUGH THE GATE AND GO SOUTHWEST
 KV4816'ON A BLADED ROAD, PASSING A STANDPIPE FOR 0.15 KM (0.1 MI) TO THE
 KV4816'STATION ON THE LEFT AT THE EDGE OF THE ROAD.
 KV4816'
 KV4816'THE STATION IS A STANDARD CGS DISK
 KV4816'STAMPED---SPRINGFIELD 1838 1934---,
 KV4816'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV4816'30 CM ON SIDE RECESSED 15 CM BELOW GROUND.  LOCATED
 KV4816'1.6 METERS (5.1 FT) SOUTHEAST FROM THE CENTER OF THE ROAD,
 KV4816'1.5 METERS (4.8 FT) NORTH FROM A CARSONITE WITNESS POST,
 KV4816'2.2 METERS (7.1 FT) NORTH FROM THE CENTER  OF A TRIPLE TRUNKED WILD
 KV4816'CHERRY TREE AND
 KV4816'78.5 METERS (257.5 FT) SOUTHWEST FROM A LARGE STANDPIPE.
 KV4816'
 KV4816'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK
 KV4816'STAMPED---SPRINGFIELD NO 2 1838 1934---,
 KV4816'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV4816'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV4816'10.4 METERS (34.0 FT) SOUTHEAST FROM THE CENTER OF THE ROAD,
 KV4816'7.8 METERS (25.5 FT) SOUTHEAST FROM A TRIPLE TRUNKED CHERRY TREE
 KV4816'AND,
 KV4816'7.6 METERS (24.8 FT) SOUTHEAST FROM A WITNESS POST.
 KV4816'MARK IS 1.8 METERS BELOW THE STATION.
 KV4816'
 KV4816'REFERENCE MARK NO. 5 IS A STANDARD NGS DISK
 KV4816'STAMPED---SPRINGFIELD 1838 NO 5 1984---,
 KV4816'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV4816'25 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 KV4816'7.4 METERS (24.3 FT) EAST FROM THE EAST CORNER OF A CHAINLINK FENCE,
 KV4816'6.9 METERS (22.5 FT) SOUTH FROM AN ELECTRIC CONTROL BOX,
 KV4816'6.2 METERS (20.3 FT) SOUTH FROM A POWER POLE 546 AND
 KV4816'4.4 METERS (14.6 FT) SOUTHEAST FROM THE SOUTHEAST SIDE OF A
 KV4816'STANDPIPE.
 KV4816'MARK IS LEVEL WITH THE STATION.
 KV4816'
 KV4816'REFERENCE MARK NO. 6 IS A STANDARD NGS DISK
 KV4816'STAMPED---SPRINGFIELD 1838 NO 6 1984---,
 KV4816'SET INTO A DRILL HOLE IN A ROCK OUTCROP PROJECTING 30 CM ABOVE THE
 KV4816'GROUND AND ABOUT 1 METER IN LENGTH,
 KV4816'8.0 METERS (26.2 FT) WEST FROM A WITNESS POST,
 KV4816'7.5 METERS (24.5 FT) WEST FROM THE TRIPLE TRUNKED CHERRY TREE AND
 KV4816'4.3 METERS (14.0 FT) NORTH FROM THE CENTER OF THE ROAD.
 KV4816'MARK IS 0.3 METERS ABOVE THE STATION.
 KV4816'
 KV4816'REFERENCE POINT NO. 4 IS A ROUND RIVET DRIVEN INTO A ROCK OUTCROP
 KV4816'0.6 METERS IN DIAMETER AND PROJECTING 15 CM.
 KV4816'THAT IS ---UNSTAMPED---,
 KV4816'3.5 METERS (11.5 FT) NORTHWEST FROM THE CENTER OF THE ROAD,
 KV4816'5.9 METERS (19.5 FT) NORTHWEST FROM A WILD CHERRY TREE.
 KV4816'MARK IS 20 METERS ABOVE THE STATION.
 KV4816'
 KV4816'AZIMUTH MARK NO. 1 IS A STANDARD CGS DISK
 KV4816'STAMPED---SPRINGFIELD 760 1838 1934---,
 KV4816'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV4816'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 KV4816'21.0 METERS (69.0 FT) NORTHWEST FROM THE CENTER OF PROSPECT AVENUE,
 KV4816'15.8 METERS (52.0 FT) NORTHWEST FROM A POWER POLE 430,
 KV4816'12.3 METERS (40.3 FT) EAST FROM A GARAGE CORNER AT 1060 PROSPECT
 KV4816'AVENUE AND
 KV4816'5.0 METERS (16.5 FT) SOUTHWEST FROM A PAVED DRIVE TO A HOUSE AT
 KV4816'1032 SUMMIT PLACE.
 KV4816'TO REACH THE AZIMUTH FROM THE STATION,
 KV4816'GO NORTHEAST FOR 0.25 KM (0.15 MI) ON THE BLADED ROAD TO A GATE,
 KV4816'PASS THROUGH THE GATE AND THEN
 KV4816'GO NORTHEAST FOR 0.25 KM (0.15 MI) ON PROSPECT AVENUE TO THE MARK
 KV4816'ON THE LEFT BETWEEN TWO HOUSES.
 KV4816'
 KV4816'RIVET NUMBER ONE IS IN PLACE BUT COULD NOT BE MEASURED TO DIRECTLY.
 KV4816'IT IS A ROUND RIVET DRIVEN INTO A ROCK OUTCROP, 0.6 METERS IN
 KV4816'DIAMETER PROJECTING 0.3 METERS AND LOCATED 5.5 METERS SOUTHEAST OF
 KV4816'CENTER OF THE ROAD AND 4.7 METERS SOUTH FROM THE WITNESS POST.
 KV4816'NOTE THAT THE AZIMUTH MARK IS NO LONGER VISIBLE.
 KV4816'DESCRIBED BY R G POUST.
 KV4816
 KV4816                          STATION RECOVERY (1999)
 KV4816
 KV4816'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 1999 (SSZ)
 KV4816'MARK RECOVERED IN EDGE OF GRAVEL ROAD APPROXMIATELY 8 INCHES BELOW
 KV4816'GRADE.  CARSONITE WITNESS POST MISSING.  AREA SUBJECT TO SPRING AND
 KV4816'FALL DEER HUNTS, ORANGE SAFETY VESTS ARE RECOMMENDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3200 ***********************************************************************
 JU3200  DESIGNATION -  SPRUCE
 JU3200  PID         -  JU3200
 JU3200  STATE/COUNTY-  NJ/CAMDEN
 JU3200  USGS QUAD   -  PHILADELPHIA (1994)
 JU3200
 JU3200                         *CURRENT SURVEY CONTROL
 JU3200  ___________________________________________________________________
 JU3200* NAD 83(1996)-  39 55 59.57607(N)    075 07 59.94731(W)     ADJUSTED  
 JU3200* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU3200  ___________________________________________________________________
 JU3200  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 JU3200  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU3200
 JU3200  HORZ ORDER  -  THIRD
 JU3200
 JU3200.The horizontal coordinates were established by classical geodetic methods
 JU3200.and adjusted by the National Geodetic Survey in September 1999..
 JU3200
 JU3200.The orthometric height was scaled from a topographic map.
 JU3200
 JU3200.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3200
 JU3200.The geoid height was determined by GEOID03.
 JU3200
 JU3200;                    North         East     Units Scale Factor Converg.
 JU3200;SPC NJ       -   122,291.840    95,871.041   MT  0.99993606   -0 24 23.5
 JU3200;SPC NJ       -   401,219.15    314,536.91   sFT  0.99993606   -0 24 23.5
 JU3200;SPC DE       -   214,653.038   224,219.628   MT  1.00000222   +0 10 54.8
 JU3200;SPC DE       -   704,240.84    735,627.23   sFT  1.00000222   +0 10 54.8
 JU3200;UTM  18      - 4,420,353.350   488,608.875   MT  0.99960160   -0 05 08.1
 JU3200
 JU3200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3200!SPC NJ       -   1.00000521  x   0.99993606  =   0.99994127
 JU3200!SPC DE       -   1.00000521  x   1.00000222  =   1.00000743
 JU3200!UTM  18      -   1.00000521  x   0.99960160  =   0.99960681
 JU3200
 JU3200|---------------------------------------------------------------------|
 JU3200| PID    Reference Object                     Distance      Geod. Az  |
 JU3200|                                                           dddmmss.s |
 JU3200| CB3072 SPRUCE RM 1                           7.395 METERS 11808     |
 JU3200| JU3121 PHILADELPHIA BAUGHS CHIM USE        APPROX. 1.1 KM 2095945.3 |
 JU3200| JU3142 PHILADELPHIA GER EVAN LUTH CH       APPROX. 1.5 KM 2790524.5 |
 JU3200| CB3073 SPRUCE RM 2                          12.100 METERS 35344     |
 JU3200|---------------------------------------------------------------------|
 JU3200
 JU3200                          SUPERSEDED SURVEY CONTROL
 JU3200
 JU3200  NAD 83(1991)-  39 55 59.57546(N)    075 07 59.94824(W) AD(       ) 3
 JU3200  NAD 83(1986)-  39 55 59.57188(N)    075 07 59.95100(W) AD(       ) 3
 JU3200  NAD 27      -  39 55 59.17000(N)    075 08 01.31100(W) AD(       ) 3
 JU3200
 JU3200.Superseded values are not recommended for survey control.
 JU3200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3200.See file dsdata.txt to determine how the superseded data were derived.
 JU3200
 JU3200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8860920353(NAD 83)
 JU3200_MARKER: DD = SURVEY DISK
 JU3200_SETTING: 0 = UNSPECIFIED SETTING
 JU3200
 JU3200  HISTORY     - Date     Condition        Report By
 JU3200  HISTORY     - 1925     MONUMENTED       USE
 JU3200  HISTORY     - 1946     GOOD             CGS
 JU3200
 JU3200                          STATION DESCRIPTION
 JU3200
 JU3200'DESCRIBED BY US ENGINEERS 1925 (LDG)
 JU3200'LOCATED ON MUNICIPAL DOCK AT FOOT OF SPRUCE STREET, IN
 JU3200'CAMDEN.  STATION MARK IS STANDARD U.S.E.D. MARK CEMENTED IN DRILLED
 JU3200'HOLE IN CONCRETE DOCK.  REFERENCE MARKS ARE STANDARD DISKS CEMENTED
 JU3200'IN DRILLED HOLES IN CONCRETE DOCK.  STATION IS 2 FEET FROM OUTER
 JU3200'EDGE OF DOCK.  8.4 FEET FROM CENTER OF LOWER MOORING POST.  15.35
 JU3200'FEET FROM LOWER OUTER CORNER OF BRICK BUILDING.
 JU3200'
 JU3200'THIS IS A TRIANGULATION STATION OF THE UNITED STATES ENGINEERS.
 JU3200'
 JU3200'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
 JU3200
 JU3200                          STATION RECOVERY (1946)
 JU3200
 JU3200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3200'RECOVERED AS DESCRIBED IN 1925 DESCRIPTION BY L.D.G.  REFERENCE
 JU3200'MARKS WERE RECOVERED AND DISTANCES CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5612 ***********************************************************************
 KV5612  DESIGNATION -  SPUR 32 USE 1935
 KV5612  PID         -  KV5612
 KV5612  STATE/COUNTY-  NJ/BURLINGTON
 KV5612  USGS QUAD   -  BRISTOL (1981)
 KV5612
 KV5612                         *CURRENT SURVEY CONTROL
 KV5612  ___________________________________________________________________
 KV5612* NAD 83(1996)-  40 05 02.83796(N)    074 51 13.36588(W)     ADJUSTED  
 KV5612* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5612  ___________________________________________________________________
 KV5612  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 KV5612  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV5612
 KV5612  HORZ ORDER  -  THIRD
 KV5612
 KV5612.The horizontal coordinates were established by classical geodetic methods
 KV5612.and adjusted by the National Geodetic Survey in September 1999..
 KV5612
 KV5612.The orthometric height was scaled from a topographic map.
 KV5612
 KV5612.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5612
 KV5612.The geoid height was determined by GEOID03.
 KV5612
 KV5612;                    North         East     Units Scale Factor Converg.
 KV5612;SPC NJ       -   138,913.915   119,835.186   MT  0.99991120   -0 13 39.9
 KV5612;SPC NJ       -   455,753.40    393,159.27   sFT  0.99991120   -0 13 39.9
 KV5612;SPC PA S     -    87,413.710   846,972.118   MT  0.99997985   +1 52 44.7
 KV5612;SPC PA S     -   286,789.81  2,778,774.36   sFT  0.99997985   +1 52 44.7
 KV5612;UTM  18      - 4,437,104.220   512,471.702   MT  0.99960191   +0 05 39.1
 KV5612
 KV5612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5612!SPC NJ       -   1.00000505  x   0.99991120  =   0.99991625
 KV5612!SPC PA S     -   1.00000505  x   0.99997985  =   0.99998490
 KV5612!UTM  18      -   1.00000505  x   0.99960191  =   0.99960695
 KV5612
 KV5612:                Primary Azimuth Mark                     Grid Az
 KV5612:SPC NJ       -  BURLINGTON US PIPE STANDPIPE             103 24 31.4
 KV5612:SPC PA S     -  BURLINGTON US PIPE STANDPIPE             101 18 06.8
 KV5612:UTM  18      -  BURLINGTON US PIPE STANDPIPE             103 05 12.4
 KV5612
 KV5612|---------------------------------------------------------------------|
 KV5612| PID    Reference Object                     Distance      Geod. Az  |
 KV5612|                                                           dddmmss.s |
 KV5612| KV5602 BURLINGTON US PIPE STANDPIPE        APPROX. 0.8 KM 1031051.5 |
 KV5612| KV5618 BURLINGTON LIGHT                    APPROX. 1.0 KM 2464149.8 |
 KV5612| KV5619 CANAL C L USE 1935                  APPROX. 0.8 KM 2925243.2 |
 KV5612|---------------------------------------------------------------------|
 KV5612
 KV5612                          SUPERSEDED SURVEY CONTROL
 KV5612
 KV5612  NAD 83(1986)-  40 05 02.83715(N)    074 51 13.36654(W) AD(       ) 3
 KV5612  NAD 27      -  40 05 02.43900(N)    074 51 14.76900(W) AD(       ) 3
 KV5612
 KV5612.Superseded values are not recommended for survey control.
 KV5612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5612.See file dsdata.txt to determine how the superseded data were derived.
 KV5612
 KV5612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1247237104(NAD 83)
 KV5612_MARKER: I = METAL ROD
 KV5612_SETTING: 0 = UNSPECIFIED SETTING
 KV5612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5612
 KV5612  HISTORY     - Date     Condition        Report By
 KV5612  HISTORY     - 1935     MONUMENTED       CGS
 KV5612  HISTORY     - 1947     MARK NOT FOUND   CGS
 KV5612
 KV5612                          STATION DESCRIPTION
 KV5612
 KV5612'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5612'ON BURLINGTON ISLAND, SW END, DIRECTLY OPPOSITE MOUTH OF
 KV5612'ASSISCUNK CREEK, AT EXTREME S END OF A LEVEE BETWEEN 2 DITCHES,
 KV5612'3.52 METERS NW OF CABLE POLE 12, 1.15 METERS W OF A POINT IN
 KV5612'LINE WITH TELEGRAPH CABLE.  A 1-INCH GALVANIZED IRON PIPE
 KV5612'PROTRUDING 4 FEET.
 KV5612'
 KV5612'SUPPLEMENTAL SCHEME STATION.
 KV5612'
 KV5612'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV5612
 KV5612                          STATION RECOVERY (1947)
 KV5612
 KV5612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5612'STATION NOT RECOVERED AFTER A TWO-HOUR SEARCH.  PRESENT CABLE
 KV5612'POLE 12 APPEARS TO BE NEW, AND ONLY A 2- BY 2-INCH SURVEY STAKE
 KV5612'PROJECTING 12 INCHES WAS FOUND NEAR THE DESCRIBED LOCATION OF
 KV5612'THE IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5276 ***********************************************************************
 KV5276  DESIGNATION -  SQUAN
 KV5276  PID         -  KV5276
 KV5276  STATE/COUNTY-  NJ/MONMOUTH
 KV5276  USGS QUAD   -  POINT PLEASANT (1989)
 KV5276
 KV5276                         *CURRENT SURVEY CONTROL
 KV5276  ___________________________________________________________________
 KV5276* NAD 83(1996)-  40 06 55.99420(N)    074 02 01.16001(W)     ADJUSTED  
 KV5276* NAVD 88     -         1.7    (meters)       6.     (feet)  GPS OBS   
 KV5276  ___________________________________________________________________
 KV5276  X           -   1,343,572.184 (meters)                     COMP
 KV5276  Y           -  -4,696,002.055 (meters)                     COMP
 KV5276  Z           -   4,087,785.931 (meters)                     COMP
 KV5276  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 KV5276  ELLIP HEIGHT-         -31.26  (meters)          (10/23/02) GPS OBS
 KV5276  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KV5276
 KV5276  HORZ ORDER  -  FIRST
 KV5276  ELLP ORDER  -  FOURTH    CLASS I
 KV5276
 KV5276.The horizontal coordinates were established by GPS observations
 KV5276.and adjusted by the National Geodetic Survey in May 1999..
 KV5276
 KV5276.The orthometric height was determined by GPS observations and a
 KV5276.high-resolution geoid model.
 KV5276
 KV5276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5276
 KV5276.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5276
 KV5276.The ellipsoidal height was determined by GPS observations
 KV5276.and is referenced to NAD 83.
 KV5276
 KV5276.The geoid height was determined by GEOID03.
 KV5276
 KV5276;                    North         East     Units Scale Factor Converg.
 KV5276;SPC NJ       -   142,447.981   189,751.843   MT  0.99991945   +0 18 01.7
 KV5276;SPC NJ       -   467,348.08    622,544.17   sFT  0.99991945   +0 18 01.7
 KV5276;UTM  18      - 4,441,030.176   582,348.332   MT  0.99968348   +0 37 21.7
 KV5276
 KV5276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5276!SPC NJ       -   1.00000490  x   0.99991945  =   0.99992435
 KV5276!UTM  18      -   1.00000490  x   0.99968348  =   0.99968838
 KV5276
 KV5276|---------------------------------------------------------------------|
 KV5276| PID    Reference Object                     Distance      Geod. Az  |
 KV5276|                                                           dddmmss.s |
 KV5276| KV5274 POLE SEA GIRT ST ARSENAL POLE       300.277 METERS 01834     |
 KV5276| CB6408 SQUAN RM 1                           33.856 METERS 03733     |
 KV5276| CB6409 SQUAN RM 2                            8.052 METERS 12828     |
 KV5276|---------------------------------------------------------------------|
 KV5276
 KV5276                          SUPERSEDED SURVEY CONTROL
 KV5276
 KV5276  ELLIP H (05/14/99)  -31.28   (m)                       GP(       ) 4 1
 KV5276  NAD 83(1992)-  40 06 55.99352(N)    074 02 01.16293(W) AD(       ) 1
 KV5276  ELLIP H (05/22/95)  -31.19   (m)                       GP(       ) 3 1
 KV5276  NAD 83(1986)-  40 06 55.98768(N)    074 02 01.15329(W) AD(       ) 3
 KV5276  NAD 27      -  40 06 55.57200(N)    074 02 02.65600(W) AD(       ) 3
 KV5276
 KV5276.Superseded values are not recommended for survey control.
 KV5276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5276.See file dsdata.txt to determine how the superseded data were derived.
 KV5276
 KV5276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8234841030(NAD 83)
 KV5276_MARKER: DD = SURVEY DISK
 KV5276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5276_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5276_STAMPING: SQUAN 1934
 KV5276_MARK LOGO: CGS   
 KV5276_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5276+STABILITY: SURFACE MOTION
 KV5276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5276+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1994
 KV5276
 KV5276  HISTORY     - Date     Condition        Report By
 KV5276  HISTORY     - 1934     MONUMENTED       CGS
 KV5276  HISTORY     - 1951     GOOD             CGS
 KV5276  HISTORY     - 1962     GOOD             CGS
 KV5276  HISTORY     - 1988     GOOD             NOSAMC
 KV5276  HISTORY     - 19940628 GOOD             NJGS
 KV5276  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 KV5276  HISTORY     - 20030813 MARK NOT FOUND   SURVSA
 KV5276
 KV5276                          STATION DESCRIPTION
 KV5276
 KV5276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5276'STATION IS THE CENTER OF THE FLAGPOLE OF THE SQUAN BEACH COAST
 KV5276'GUARD STATION AT THE POINT WHERE IT JOINS THE FLAG TOWER.  LOCATED
 KV5276'IN MANASQUAN ON THE N SIDE OF OCEAN AVENUE AT ITS JUNCTION WITH
 KV5276'THE BEACH ROAD.
 KV5276'
 KV5276'STATION MARK IS A STANDARD BRONZE DISK SET IN TILE.
 KV5276'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD BRONZE
 KV5276'DISKS SET IN CONCRETE.
 KV5276'
 KV5276'REFERENCE MARK NO.1 IS NE OF THE STATION ON THE E FENCE LINE.
 KV5276'
 KV5276'REFERENCE MARK NO.2 IS SW OF THE STATION ON THE S FENCE LINE.
 KV5276'
 KV5276'REACHED VIA STATE HIGHWAY 35 TO MANASQUAN HENCE E ON MAIN
 KV5276'STREET TO THE BEACH ROAD AND NORTH TO THE STATION.
 KV5276'
 KV5276'THE FLAGPOLE IS 85 FEET HIGH.
 KV5276
 KV5276                          STATION RECOVERY (1951)
 KV5276
 KV5276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV5276'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 KV5276'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 KV5276'AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 KV5276'AND CORRECT WITH THE FOLLOWING CORRECTION AND ADDITIONS--THE
 KV5276'FLAG TOWER NO LONGER EXISTS.  THE STATION IS 69.3 FEET E OF THE
 KV5276'E EDGE OF THE WALK LEADING INTO THE COAST GUARD STATION AND 14.6
 KV5276'FEET N OF THE S FENCE LINE.  REFERENCE MARK 1 IS 2.0 FEET W OF
 KV5276'THE E FENCE LINE AND 3.0 FEET BELOW GROUND.  REFERENCE MARK 2
 KV5276'IS 92.6 FEET E OF THE E EDGE OF THE WALK LEADING TO THE COAST
 KV5276'GUARD STATION, 2.6 FEET N OF THE S FENCE LINE, AND 0.3 FOOT
 KV5276'BELOW THE GROUND.
 KV5276
 KV5276                          STATION RECOVERY (1962)
 KV5276
 KV5276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5276'STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 KV5276'1951, 12 INCHES BELOW THE GROUND IN A PARKING AREA.  A NEW
 KV5276'CHAIN-LINK FENCE ENCLOSES THE PROPERTY, BUT THE MEASUREMENTS TO
 KV5276'THE STATION REMAIN THE SAME.  A PIECE OF 1-1/2 INCH PIPE WITH A
 KV5276'BRASS FITTING WAS PLACED OVER THE MARK AND IT WAS REBURIED.
 KV5276'
 KV5276'RMS, ALSO BENEATH THE FILL, WERE NOT DUG FOR AT THIS TIME.
 KV5276
 KV5276                          STATION RECOVERY (1988)
 KV5276
 KV5276'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KV5276'THE STATION WAS RECOVERED AT THIS DATE. THE DESCRIPTION BY C.A.S. IN
 KV5276'1962 IS ADEQUATE.
 KV5276
 KV5276                          STATION RECOVERY (1994)
 KV5276
 KV5276'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 KV5276'THE STATION IS LOCATED IN THE BOROUGH OF MANASQUAN, AT THE SOUTHEAST
 KV5276'CORNER OF A GRAVEL PARKING LOT ON THE GROUNDS OF THE ESMT MANASQUAN
 KV5276'COAST GUARD HEADQUARTERS.  TO REACH THE STATION FROM THE INTERSECTION
 KV5276'OF STATE ROUTE 71 AND EAST MAIN STREET IN THE BOROUGH OF MANASQUAN, GO
 KV5276'1.1 MI (1.8 KM) SOUTHEAST ON EAST MAIN STREET TO THE JUNCTION WITH
 KV5276'FIRST AVENUE.  TURN LEFT AND GO 0.25 MI (0.40 KM) NORTH ON FIRST
 KV5276'AVENUE TO THE INTERSECTION WITH OCEAN AVENUE AND THE ESMT MANASQUAN
 KV5276'COAST GUARD HEADQUARTERS AND THE STATION ON THE LEFT.  THE STATION IS
 KV5276'69.3 FT (21.1 M) EAST FROM THE EAST EDGE OF THE SIDEWALK LEADING INTO
 KV5276'THE COAST GUARD HEADQUARTERS BUILDING, 14.6 FT (4.5 M) NORTH FROM AN 8
 KV5276'FT (2.4 M) HIGH CHAIN LINK FENCE ON THE SOUTH SIDE OF THE COMPOUND,
 KV5276'18.1 M (59.4 FT) EAST FROM A FLAGPOLE, 18.6 M (61.0 FT) SOUTHEAST FROM
 KV5276'THE CENTER OF THE SOUTHEAST PORCH, 15.4 M (50.5 FT) WEST FROM A FENCE
 KV5276'ON THE EAST SIDE OF THE COMPOUND, 11.1 M (36.4 FT) SOUTH SOUTHEAST
 KV5276'FROM THE SOUTHWEST CORNER OF A CONCRETE PAD FOR A TOWER AND 9.9 M
 KV5276'(32.5 FT) SOUTH SOUTHWEST FROM THE SOUTHEAST CORNER OF A CONCRETE PAD
 KV5276'FOR A TOWER.  THE STATION IS ABOUT 1.5 FT (0.5 M) BELOW THE GROUND.
 KV5276
 KV5276                          STATION RECOVERY (1995)
 KV5276
 KV5276'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5276'MARK NOT FOUND.
 KV5276
 KV5276                          STATION RECOVERY (2003)
 KV5276
 KV5276'RECOVERY NOTE BY B2A SURVSAT 2003 (BRB)
 KV5276'RECENT CONSTRUCTION OF A 350' HIGH COAST GUARD TOWER HAS A DEEP
 KV5276'CAISSON LEG WITHIN 5 FEET OF THE TIES. WHILE NO EVEIDENCE OF THE MARK
 KV5276'WAS FOUND WITH THE REMAINING TIES,IT DOES NOT APPEAR TO HAVE SURVIVED
 KV5276'THE EXCAVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI5191 ***********************************************************************
 AI5191  DESIGNATION -  SQUANO
 AI5191  PID         -  AI5191
 AI5191  STATE/COUNTY-  NJ/MONMOUTH
 AI5191  USGS QUAD   -  POINT PLEASANT (1989)
 AI5191
 AI5191                         *CURRENT SURVEY CONTROL
 AI5191  ___________________________________________________________________
 AI5191* NAD 83(1996)-  40 06 05.95465(N)    074 01 53.04039(W)     ADJUSTED  
 AI5191* NAVD 88     -         3.2    (meters)      10.     (feet)  VERTCON   
 AI5191  ___________________________________________________________________
 AI5191  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AI5191  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 AI5191
 AI5191  HORZ ORDER  -  THIRD
 AI5191
 AI5191.The horizontal coordinates were established by classical geodetic methods
 AI5191.and adjusted by the National Geodetic Survey in May 2000..
 AI5191
 AI5191.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI5191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI5191
 AI5191.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5191
 AI5191.The geoid height was determined by GEOID03.
 AI5191
 AI5191;                    North         East     Units Scale Factor Converg.
 AI5191;SPC NJ       -   140,905.741   189,952.232   MT  0.99991964   +0 18 06.7
 AI5191;SPC NJ       -   462,288.25    623,201.61   sFT  0.99991964   +0 18 06.7
 AI5191;UTM  18      - 4,439,489.451   582,557.341   MT  0.99968390   +0 37 26.2
 AI5191
 AI5191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5191!SPC NJ       -   1.00000467  x   0.99991964  =   0.99992431
 AI5191!UTM  18      -   1.00000467  x   0.99968390  =   0.99968857
 AI5191
 AI5191                          SUPERSEDED SURVEY CONTROL
 AI5191
 AI5191  NGVD 29 (05/18/00)    3.6    (m)           12.     (f) VERT ANG       
 AI5191
 AI5191.Superseded values are not recommended for survey control.
 AI5191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5191.See file dsdata.txt to determine how the superseded data were derived.
 AI5191
 AI5191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8255739489(NAD 83)
 AI5191_MARKER: DG = GRAVITY STATION DISK
 AI5191_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI5191+WITH SETTING: PAVEMENT
 AI5191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5191+STABILITY: SURFACE MOTION
 AI5191
 AI5191  HISTORY     - Date     Condition        Report By
 AI5191  HISTORY     - 1988     MONUMENTED       NOSAMC
 AI5191
 AI5191                          STATION DESCRIPTION
 AI5191
 AI5191'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 AI5191'STATION IS AT EAST END OF NORTH JETTY AT MANASQUAN INLET. STATION IS A
 AI5191'BRONZE SURVEY DISK SET IN A DRILL HOLE WITH CEMENT DECK OF JETTY FLUSH
 AI5191'WITH SURFACE.  STATION IS 1.161 METERS WEST OF INLET LIGHT NO 4, 5.735
 AI5191'METERS N OF S EDGE OF CEMENT DECK, 4.360 METERS S OF N EDGE OF CEMENT
 AI5191'DECK, 4.268 METERS WEST OF EAST EDGE OF CEMENT DECK, AND 31.650 METERS
 AI5191'EAST OF SURVEY DISK MN2 C OF E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4166 ***********************************************************************
 KV4166  DESIGNATION -  SQUARE CHIMNEY 2
 KV4166  PID         -  KV4166
 KV4166  STATE/COUNTY-  NJ/ESSEX
 KV4166  USGS QUAD   -  ORANGE (1981)
 KV4166
 KV4166                         *CURRENT SURVEY CONTROL
 KV4166  ___________________________________________________________________
 KV4166* NAD 83(1996)-  40 47 35.79383(N)    074 08 45.50457(W)     ADJUSTED  
 KV4166* NAVD 88     -                                                        
 KV4166  ___________________________________________________________________
 KV4166  LAPLACE CORR-           6.07  (seconds)                    DEFLEC99
 KV4166  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KV4166
 KV4166  HORZ ORDER  -  THIRD
 KV4166
 KV4166.The horizontal coordinates were established by classical geodetic methods
 KV4166.and adjusted by the National Geodetic Survey in September 1999..
 KV4166
 KV4166
 KV4166.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4166
 KV4166.The geoid height was determined by GEOID03.
 KV4166
 KV4166;                    North         East     Units Scale Factor Converg.
 KV4166;SPC NJ       -   217,653.076   179,875.995   MT  0.99991098   +0 13 52.7
 KV4166;SPC NJ       -   714,083.47    590,143.16   sFT  0.99991098   +0 13 52.7
 KV4166;SPC NY L     -    69,592.831   287,680.264   MT  0.99999539   -0 05 43.7
 KV4166;SPC NY L     -   228,322.48    943,831.00   sFT  0.99999539   -0 05 43.7
 KV4166;UTM  18      - 4,516,159.989   572,049.273   MT  0.99966389   +0 33 28.8
 KV4166
 KV4166                          SUPERSEDED SURVEY CONTROL
 KV4166
 KV4166  NAD 83(1996)-  40 47 35.79362(N)    074 08 45.50484(W) AD(       ) 4
 KV4166  NAD 83(1986)-  40 47 35.79138(N)    074 08 45.51116(W) AD(       ) 4
 KV4166  NAD 27      -  40 47 35.40000(N)    074 08 46.98000(W) AD(       ) 3
 KV4166
 KV4166.Superseded values are not recommended for survey control.
 KV4166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4166.See file dsdata.txt to determine how the superseded data were derived.
 KV4166
 KV4166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7204916160(NAD 83)
 KV4166_MARKER: 85 = CHIMNEY
 KV4166
 KV4166  HISTORY     - Date     Condition        Report By
 KV4166  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4166  HISTORY     - 20010430 GOOD             USPSQD
 KV4166
 KV4166                          STATION DESCRIPTION
 KV4166
 KV4166'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4153 ***********************************************************************
 KV4153  DESIGNATION -  SQUARE CHIMNEY NEAR JOINT
 KV4153  PID         -  KV4153
 KV4153  STATE/COUNTY-  NJ/ESSEX
 KV4153  USGS QUAD   -  ORANGE (1981)
 KV4153
 KV4153                         *CURRENT SURVEY CONTROL
 KV4153  ___________________________________________________________________
 KV4153* NAD 83(1996)-  40 48 39.81701(N)    074 08 21.74085(W)     ADJUSTED  
 KV4153* NAVD 88     -                                                        
 KV4153  ___________________________________________________________________
 KV4153  LAPLACE CORR-           6.09  (seconds)                    DEFLEC99
 KV4153  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KV4153
 KV4153  HORZ ORDER  -  THIRD
 KV4153
 KV4153.The horizontal coordinates were established by classical geodetic methods
 KV4153.and adjusted by the National Geodetic Survey in September 1999..
 KV4153
 KV4153
 KV4153.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4153
 KV4153.The geoid height was determined by GEOID03.
 KV4153
 KV4153;                    North         East     Units Scale Factor Converg.
 KV4153;SPC NJ       -   219,630.092   180,424.930   MT  0.99991139   +0 14 08.5
 KV4153;SPC NJ       -   720,569.73    591,944.12   sFT  0.99991139   +0 14 08.5
 KV4153;SPC NY L     -    71,566.850   288,240.513   MT  0.99999513   -0 05 28.2
 KV4153;SPC NY L     -   234,798.91    945,669.08   sFT  0.99999513   -0 05 28.2
 KV4153;UTM  18      - 4,518,139.615   572,586.791   MT  0.99966485   +0 33 45.0
 KV4153
 KV4153                          SUPERSEDED SURVEY CONTROL
 KV4153
 KV4153  NAD 83(1996)-  40 48 39.81677(N)    074 08 21.74114(W) AD(       ) 4
 KV4153  NAD 83(1986)-  40 48 39.81357(N)    074 08 21.74867(W) AD(       ) 4
 KV4153  NAD 27      -  40 48 39.45500(N)    074 08 23.21500(W) AD(       ) 3
 KV4153
 KV4153.Superseded values are not recommended for survey control.
 KV4153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4153.See file dsdata.txt to determine how the superseded data were derived.
 KV4153
 KV4153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7258718140(NAD 83)
 KV4153_MARKER: 85 = CHIMNEY
 KV4153
 KV4153  HISTORY     - Date     Condition        Report By
 KV4153  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4153
 KV4153                          STATION DESCRIPTION
 KV4153
 KV4153'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0210 ***********************************************************************
 JU0210  DESIGNATION -  ST JAMES
 JU0210  PID         -  JU0210
 JU0210  STATE/COUNTY-  NJ/OCEAN
 JU0210  USGS QUAD   -  TUCKERTON (1995)
 JU0210
 JU0210                         *CURRENT SURVEY CONTROL
 JU0210  ___________________________________________________________________
 JU0210* NAD 83(1996)-  39 32 49.48225(N)    074 15 13.78228(W)     ADJUSTED  
 JU0210* NAVD 88     -         0.605  (meters)       1.98   (feet)  ADJUSTED  
 JU0210  ___________________________________________________________________
 JU0210  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 JU0210  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JU0210  DYNAMIC HT  -           0.605 (meters)       1.98  (feet)  COMP
 JU0210  MODELED GRAV-     980,132.9   (mgal)                       NAVD 88
 JU0210
 JU0210  HORZ ORDER  -  SECOND
 JU0210  VERT ORDER  -  FIRST     CLASS I
 JU0210
 JU0210.The horizontal coordinates were established by classical geodetic methods
 JU0210.and adjusted by the National Geodetic Survey in September 1999..
 JU0210
 JU0210.The orthometric height was determined by differential leveling
 JU0210.and adjusted by the National Geodetic Survey in June 1991..
 JU0210
 JU0210.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0210
 JU0210.The geoid height was determined by GEOID03.
 JU0210
 JU0210.The dynamic height is computed by dividing the NAVD 88
 JU0210.geopotential number by the normal gravity value computed on the
 JU0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0210.degrees latitude (g = 980.6199 gals.).
 JU0210
 JU0210.The modeled gravity was interpolated from observed gravity values.
 JU0210
 JU0210;                    North         East     Units Scale Factor Converg.
 JU0210;SPC NJ       -    79,260.363   171,157.665   MT  0.99990551   +0 09 24.3
 JU0210;SPC NJ       -   260,040.04    561,539.77   sFT  0.99990551   +0 09 24.3
 JU0210;UTM  18      - 4,377,755.137   564,112.142   MT  0.99965061   +0 28 30.4
 JU0210
 JU0210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0210!SPC NJ       -   1.00000521  x   0.99990551  =   0.99991072
 JU0210!UTM  18      -   1.00000521  x   0.99965061  =   0.99965582
 JU0210
 JU0210|---------------------------------------------------------------------|
 JU0210| PID    Reference Object                     Distance      Geod. Az  |
 JU0210|                                                           dddmmss.s |
 JU0210| CB3078 ST JAMES RM 1                        38.350 METERS 02807     |
 JU0210| JU2673 BEACH HAVEN WATER TANK              APPROX. 2.1 KM 0314032.0 |
 JU0210| JU0211 ST JAMES RM 4                        48.916 METERS 06537     |
 JU0210| CB3079 ST JAMES RM 2 AZIMUTH                              07111     |
 JU0210| CB3080 ST JAMES RM 3                        42.672 METERS 13012     |
 JU0210| CB3077 ST JAMES AZ MK                                     1954310.6 |
 JU0210| JU2718 HOLGATE COAST GUARD LOT             APPROX. 1.7 KM 2014056.8 |
 JU0210| JU2716 HOLGATE WATER TANK                  APPROX. 1.5 KM 2095724.6 |
 JU0210| JU2715 LITTLE EGG WATERWAY LIGHT 79        APPROX. 1.3 KM 2332608.3 |
 JU0210| JU2704 LITTLE EGG WATERWAY LIGHT 75        APPROX. 1.0 KM 3413110.5 |
 JU0210| JU0209 ST JAMES RM 5                        51.365 METERS 34927     |
 JU0210|---------------------------------------------------------------------|
 JU0210
 JU0210                          SUPERSEDED SURVEY CONTROL
 JU0210
 JU0210  NAD 83(1986)-  39 32 49.47519(N)    074 15 13.77434(W) AD(       ) 2
 JU0210  NAD 27      -  39 32 49.04140(N)    074 15 15.27640(W) AD(       ) 2
 JU0210  NGVD 29 (??/??/??)    0.988  (m)            3.24   (f) ADJUSTED    1 1
 JU0210
 JU0210.Superseded values are not recommended for survey control.
 JU0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0210.See file dsdata.txt to determine how the superseded data were derived.
 JU0210
 JU0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6411277755(NAD 83)
 JU0210_MARKER: DS = TRIANGULATION STATION DISK
 JU0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0210_SP_SET: CONCRETE POST
 JU0210_STAMPING: ST JAMES 1932
 JU0210_MARK LOGO: CGS   
 JU0210_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0210+STABILITY: SURFACE MOTION
 JU0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0210+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1990
 JU0210
 JU0210  HISTORY     - Date     Condition        Report By
 JU0210  HISTORY     - 1932     MONUMENTED       CGS
 JU0210  HISTORY     - 1937     GOOD             NJGS
 JU0210  HISTORY     - 1947     GOOD             CGS
 JU0210  HISTORY     - 1950     GOOD             CGS
 JU0210  HISTORY     - 1954     GOOD             CGS
 JU0210  HISTORY     - 1962     GOOD             CGS
 JU0210  HISTORY     - 1962     GOOD             CGS
 JU0210  HISTORY     - 1964     GOOD             CGS
 JU0210  HISTORY     - 1964     GOOD             CGS
 JU0210  HISTORY     - 1974     SEE DESCRIPTION  NJGS
 JU0210  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0210  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JU0210  HISTORY     - 19900810 MARK NOT FOUND   NJGS
 JU0210
 JU0210                          STATION DESCRIPTION
 JU0210
 JU0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU0210'GO S ON BAY AVENUE 1.35 MILES FROM THE WATER TANK IN BEACH HAVEN
 JU0210'AND TURN W OFF BAY AVENUE, A SMALL WHITE HOUSE ON W SIDE OF
 JU0210'THE ROAD.  RUN DOWN ROAD PAST HOUSE 0.1 MILE TO END OF ROAD AND
 JU0210'STATION WILL BE FOUND ABOUT 6 PACES N OF N TRACK OF ROAD.
 JU0210'
 JU0210'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU0210'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU0210'
 JU0210'REFERENCE MARK NO. 1 IS 125.82 FEET N OF THE STATION IN
 JU0210'DIRECTION PARALLEL TO BAY AVENUE IN THE OPEN MARSH.  REFERENCE
 JU0210'MARK NO. 3 IS 140.00 FEET SE OF THE STATION ABOUT 4 FEET S OF S
 JU0210'TRACK OF ROAD RUNNING INTO THE STATION.  REFERENCE MARK NO. 2 IS
 JU0210'E OF BAY AVENUE IN THE LINE OF TELEGRAPH POLES TO THE N AND N OF
 JU0210'THE POLE AT THE TURN OF THE LINE OF THE POLES.  IT IS 0.15 MILE
 JU0210'N OF THE ROAD TO THE STATION.
 JU0210'
 JU0210'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 JU0210
 JU0210                          STATION RECOVERY (1937)
 JU0210
 JU0210'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1937
 JU0210'REFERENCE MARK NO. 2 - ST. JAMES WAS USED AS A MONUMENT BY THE
 JU0210'N.J. GEOD. S.  IT IS A STANDARD DISK REFERENCE MARK, SET IN
 JU0210'CONCRETE, 0.15 MILE N OF THE ROAD TO THE STATION, E OF BAY
 JU0210'AVENUE, IN THE LINE OF TELEGRAPH POLES TO THE N AND N OF THE POLE
 JU0210'AT THE TURN OF THE LINE OF THE POLES.  COMPANION MONUMENT 8207
 JU0210'IS 1776.49 FEET N.  COMPANION MONUMENT 8208 IS 1853.55 FEET S.
 JU0210'
 JU0210'X-COORD--(EAST) 2,117,134.85 FEET
 JU0210'
 JU0210'Y-COORD--(NORTH) 260,468.24 FEET
 JU0210'
 JU0210'N.J. GEOD. S. VALUES.
 JU0210
 JU0210                          STATION RECOVERY (1947)
 JU0210
 JU0210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DLS)
 JU0210'STATION MARK, REFERENCE MARKS 1 AND 3 RECOVERED IN GOOD
 JU0210'CONDITION.  REFERENCE MARK 2 WAS DESTROYED.
 JU0210'
 JU0210'WHITE HOUSE IN DESCRIPTION HAS BEEN DESTROYED.  ROAD IS NOW
 JU0210'VERY DIM WITH NO ENTRANCE ON BAY AVENUE.  REFERENCE MARK 2 IS
 JU0210'TO BE RESET FOR USE WITH N.J. GEODETIC MONUMENTS 2807 AND 2808.
 JU0210
 JU0210                          STATION RECOVERY (1950)
 JU0210
 JU0210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU0210'THE STATION MARK AND R.M. 3 WERE RECOVERED AS DESCRIBED IN GOOD
 JU0210'CONDITION.  R.M. 1 RECOVERED IN POOR CONDITION WITH TOP PORTION
 JU0210'OF MONUMENT LOOSE.  R.M. 2 IS REPORTED TO HAVE BEEN DESTROYED AND
 JU0210'RESET BY THE N.J.G.C.S. IN 1947.
 JU0210'
 JU0210'THE PRESENT DESCRIPTION IS INADEQUATE.  STATION LOCATED 1.35
 JU0210'MILES S OF BEACH HAVEN WATER TANK ALONG BAY AVENUE.  AT THIS
 JU0210'POINT WHICH IS 421 FEET S OF THE CENTER LINE OF THE POINT OF
 JU0210'INTERSECTION OF THE FIRST CURVE S OF BEACH HAVEN, THERE IS A DIM
 JU0210'ROAD LEADING W INTO THE MARSH.  FROM THE CENTER LINE OF BAY
 JU0210'AVENUE THE STATION IS 540 FEET W ALONG THIS DIM ROAD AND 19.5
 JU0210'FEET N OF IT.
 JU0210'
 JU0210'R.M. 2 IS NOW LOCATED 0.15 MILE N ALONG BAY AVENUE FROM THE
 JU0210'DIM ROAD THAT LEADS TO THE STATION.  IT IS 25.38 FEET E OF THE
 JU0210'CENTER LINE OF BAY AVENUE AND 73.0 FEET S OF THE CENTER LINE OF
 JU0210'NELSON AVENUE, 94.3 FEET S OF POLE P 12208 AT NELSON AVENUE, 15.4
 JU0210'FEET N OF POLE 12209 AND 921-15, AND 60.5 FEET E OF SE CORNER OF
 JU0210'HOUSE.  REFERENCE DISK IS SET IN THE TOP OF 10-INCH SQUARE
 JU0210'CONCRETE MONUMENT PROJECTING 6 INCHES.
 JU0210
 JU0210                          STATION RECOVERY (1954)
 JU0210
 JU0210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HJS)
 JU0210'STATION AND REFERENCE MARK 3 WERE RECOVERED IN GOOD
 JU0210'CONDITION.  REFERENCE MARK 1 FOUND LYING NEXT TO A DETERIORATED
 JU0210'MONUMENT.  PREVIOUS DESCRIPTION ADEQUATE WITH THE FOLLOWING
 JU0210'EXCEPTIONS--ROAD IN PREVIOUS DESCRIPTION OBLITERATED.  STATION
 JU0210'IS 145 M. W OF THE EDGE OF THE MAIN ROAD.
 JU0210
 JU0210                          STATION RECOVERY (1962)
 JU0210
 JU0210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU0210'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 JU0210'1, 2 AND 3 COULD NOT BE FOUND AND SHOULD BE CONDISERED
 JU0210'LOST.  REFERENCE MARKS 4, 5 AND AN AZIMUTH MARK WAS ESTABLISHED
 JU0210'AT THIS TIME.
 JU0210'
 JU0210'A NEW DESCRIPTION FOLLOWS.
 JU0210'
 JU0210'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF THE BOROUGH
 JU0210'OF BEACH HAVEN ON THE NORTHWEST SIDE OF LONG BEACH ISLAND.  IT IS
 JU0210'3 FEET NORTHEAST OF A WITNESS POST, 138 FEET SOUTH OF POWER
 JU0210'POLE NO. P 36895, 143 FEET SOUTH OF THE CENTERLINE OF A SAND
 JU0210'ROAD AND 161 FEET SOUTHWEST OF POWER POLE NO. P 36894.  THE
 JU0210'MONUMENT IS FLUSH AND THE DISK IS STAMPED ST JAMES 1932.
 JU0210'
 JU0210'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 72 AND LONG
 JU0210'BEACH BOULEVARD WHERE HIGHWAY 72 ENDS ON LONG BEACH ISLAND,
 JU0210'GO SOUTHWEST ON LONG BEACH BOULEVARD FOR 5.1 MILES TO THE LONG
 JU0210'BEACH WATER COMPANY STANDPIPE ON THE RIGHT.  CONTINUE SOUTHWEST
 JU0210'ON THE BOULEVARD (NOW CALLED BAY AVENUE) FOR 3.1 MILES TO
 JU0210'NELSON AVENUE.  CONTINUE SOUTHWEST ON BAY AVENUE FOR 0.1 MILE TO
 JU0210'A SAND ROAD RIGHT*.  TURN RIGHT AND GO WESTERLY ON THE SAND ROAD
 JU0210'FOR 0.1 MILE TO THE STATION ON THE LEFT JUST SOUTH OF A SMALL
 JU0210'MARSH.
 JU0210'
 JU0210'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE SOUTHWEST
 JU0210'ON BAY AVENUE FOR 0.35 MILE TO THE AZIMUTH ON THE RIGHT.
 JU0210'
 JU0210'REFERENCE MARK 4 IS 1.5 FEET SOUTHWEST OF POWER POLE NO. P 36894
 JU0210'AND 13 FEET SOUTH OF THE CENTERLINE OF THE SAND ROAD.  THE
 JU0210'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED ST JAMES
 JU0210'NO 4 1932.
 JU0210'
 JU0210'REFERENCE MARK 5 IS 11 FEET SOUTH OF THE CENTERLINE OF THE
 JU0210'SAND ROAD, 54 FEET WEST OF POWER POLE NO. P 36895 AND 107 FEET
 JU0210'EAST OF POWER POLE NO. P 36896.  THE MONUMENT PROJECTS 2 INCHES
 JU0210'AND THE DISK IS STAMPED ST JAMES NO 5 1932.
 JU0210'
 JU0210'THE AZIMUTH MARK IS 2 FEET NORTHEAST OF A WITNESS POST, 1 FOOT
 JU0210'EAST OF POWER POLE NO. L-34 AND 32 FEET WEST OF THE CENTERLINE
 JU0210'OF BAY AVENUE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JU0210'ST JAMES 1932.
 JU0210'
 JU0210'HEIGHT OF LIGHT ABOVE STATION MARK 22.25 METERS.
 JU0210
 JU0210                          STATION RECOVERY (1962)
 JU0210
 JU0210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU0210'STATION AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.  RM 2
 JU0210'(AZIMUTH MARK) WAS REPORTED TO HAVE BEEN RESET, IN THE 1950
 JU0210'DESCRIPTION, BUT IT IS NOT SO STAMPED.  RM 3 MAY BE RECOVERABLE
 JU0210'UNDER 3 FEET OF DRIFTED SAND.  A WITNESS POST WAS SET AT THE
 JU0210'STATION.
 JU0210'
 JU0210'THE STATION MARK IS FLUSH, 125 FEET SOUTH OF A TELEPHONE LINE
 JU0210'AND 3.7 FEET NORTH OF A WITNESS POST.  (NOTE 1A)
 JU0210'
 JU0210'RM 2 (NOTE 11A) IS STAMPED ST JAMES NO 2 1932, 1 INCH BELOW THE
 JU0210'GROUND.  IT IS 94 FEET SOUTH OF ACE POLE NUMBER P 12208, 73 FEET
 JU0210'SOUTH OF THE CENTER OF NELSON AVENUE, 25.5 FEET EAST OF THE CENTER
 JU0210'OF BAY AVENUE, 18 FEET NORTH OF POLE 12209 AND 1.6 FEET EAST OF
 JU0210'THE PAVEMENT OF BAY AVENUE.
 JU0210'
 JU0210'TO REACH THE STATION FROM THE INTERSECTION OF BAY AND NELSON
 JU0210'AVENUES, GO SOUTH ON BAY AVENUE 500 FEET (PACED) TO A ROW OF
 JU0210'TELEPHONE POLES RUNNING WESTERLY TO ADAMS DOCK, (THE ROAD, IF
 JU0210'ANY, IS BENEATH DRIFTED SAND).  TURN RIGHT AND GO TO A POINT
 JU0210'BETWEEN THE 3RD POLE, NUMBER P 36894, AND THE 4TH, NUMBER 36895,
 JU0210'AND WALK SOUTH 125 FEET TO THE STATION IN THE MARSH JUST WEST OF
 JU0210'THE LINE OF DRIFTED SAND.
 JU0210
 JU0210                          STATION RECOVERY (1964)
 JU0210
 JU0210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 JU0210'THE STATION AND REFERENCE MARK 4 AND 5 WERE RECOVERED AND IN
 JU0210'GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED BUT HAD BEEN
 JU0210'PUSHED OVER AND WAS NOT LEVELED OVER.  THE 1962 DESCRIPTION IS
 JU0210'ADEQUATE.
 JU0210
 JU0210                          STATION RECOVERY (1964)
 JU0210
 JU0210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0210'AT BEACH HAVEN.
 JU0210'ON LONG BEACH ISLAND, AT BEACH HAVEN, ABOUT 1.6 MILES SOUTHWEST
 JU0210'ALONG BAY AVENUE FROM THE BEACH HAVEN POST OFFICE, THENCE
 JU0210'0.1 MILE NORTHWEST ALONG A SAND ROAD, 140 FEET SOUTHWEST OF
 JU0210'THE APPROXIMATE CENTER LINE OF SAND ROAD, 162 FEET WEST OF
 JU0210'POWER POLE P 36894, 139 FEET SOUTH OF POWER POLE P 63895, 168.5
 JU0210'FEET SOUTH OF R.M. 5 DESCRIBED, 160.5 FEET WEST OF R.M. 4
 JU0210'DESCRIBED, 3.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2
 JU0210'FEET BELOW THE LEVEL OF THE SAND ROAD AND SET IN THE TOP OF A
 JU0210'CONCRETE POST FLUSH WITH THE GROUND.
 JU0210
 JU0210                          STATION RECOVERY (1974)
 JU0210
 JU0210'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1974 (CMC)
 JU0210'R.M. 2 - ST. JAMES DESTROYED - NEVER RESET.
 JU0210
 JU0210                          STATION RECOVERY (1985)
 JU0210
 JU0210'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0210'MARK NOT FOUND.
 JU0210
 JU0210                          STATION RECOVERY (1988)
 JU0210
 JU0210'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU0210'MARK NOT FOUND.
 JU0210
 JU0210                          STATION RECOVERY (1990)
 JU0210
 JU0210'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0210'THE STATION WAS SEARCHED FOR AND NOT FOUND AFTER A HALF HOUR SEARCH BY
 JU0210'A TWO MAN PARTY.  THE STATION IS PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0211 ***********************************************************************
 JU0211  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0211  DESIGNATION -  ST JAMES RM 4
 JU0211  PID         -  JU0211
 JU0211  STATE/COUNTY-  NJ/OCEAN
 JU0211  USGS QUAD   -  TUCKERTON (1995)
 JU0211
 JU0211                         *CURRENT SURVEY CONTROL
 JU0211  ___________________________________________________________________
 JU0211* NAD 83(1986)-  39 32 49.     (N)    074 15 14.     (W)     SCALED    
 JU0211* NAVD 88     -         1.453  (meters)       4.77   (feet)  ADJUSTED  
 JU0211  ___________________________________________________________________
 JU0211  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JU0211  DYNAMIC HT  -           1.453 (meters)       4.77  (feet)  COMP
 JU0211  MODELED GRAV-     980,132.9   (mgal)                       NAVD 88
 JU0211
 JU0211  VERT ORDER  -  FIRST     CLASS I
 JU0211
 JU0211.The horizontal coordinates were scaled from a topographic map and have
 JU0211.an estimated accuracy of +/- 6 seconds.
 JU0211
 JU0211.The orthometric height was determined by differential leveling
 JU0211.and adjusted by the National Geodetic Survey in June 1991..
 JU0211
 JU0211.This Tidal Bench Mark is designated as VM 2650
 JU0211.by the Center for Operational Oceanographic Products and Services.
 JU0211
 JU0211.The geoid height was determined by GEOID03.
 JU0211
 JU0211.The dynamic height is computed by dividing the NAVD 88
 JU0211.geopotential number by the normal gravity value computed on the
 JU0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0211.degrees latitude (g = 980.6199 gals.).
 JU0211
 JU0211.The modeled gravity was interpolated from observed gravity values.
 JU0211
 JU0211;                    North         East    Units  Estimated Accuracy
 JU0211;SPC NJ       -    79,250.      171,150.      MT  (+/- 180 meters Scaled)
 JU0211
 JU0211                          SUPERSEDED SURVEY CONTROL
 JU0211
 JU0211  NGVD 29 (??/??/??)    1.836  (m)            6.02   (f) ADJUSTED    1 1
 JU0211
 JU0211.Superseded values are not recommended for survey control.
 JU0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0211.See file dsdata.txt to determine how the superseded data were derived.
 JU0211
 JU0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ641777(NAD 83)
 JU0211_MARKER: DR = REFERENCE MARK DISK
 JU0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0211_STAMPING: ST JAMES NO 4 1932
 JU0211_MARK LOGO: CGS   
 JU0211_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0211+STABILITY: SURFACE MOTION
 JU0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0211+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004
 JU0211
 JU0211  HISTORY     - Date     Condition        Report By
 JU0211  HISTORY     - 1962     MONUMENTED       CGS
 JU0211  HISTORY     - 1964     GOOD             CGS
 JU0211  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0211  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0211  HISTORY     - 19900810 GOOD             NJGS
 JU0211  HISTORY     - 20040802 GOOD             NJDEP
 JU0211
 JU0211                          STATION DESCRIPTION
 JU0211
 JU0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0211'AT BEACH HAVEN.
 JU0211'ON LONG BEACH ISLAND, AT BEACH HAVEN, 1.6 MILE SOUTHWEST ALONG
 JU0211'BAY AVENUE FROM THE BEACH HAVEN POST OFFICE, THENCE ABOUT 0.1
 JU0211'MILE NORTHWEST ALONG A SAND ROAD, AT THE EDGE OF THE SAND ROAD,
 JU0211'150 YARDS NORTHWEST OF THE CENTER LINE OF BAY AVENUE, 13 FEET
 JU0211'SOUTH OF THE APPROXIMATE CENTER LINE OF THE SAND ROAD, 1.5 FEET
 JU0211'WEST OF POWER POLE P 36894, 160.5 FEET EAST OF STATION ST JAMES
 JU0211'DESCRIBED, 203.1 MILE SOUTH OF R.M. 5 DESCRIBED, ABOUT LEVEL WITH
 JU0211'THE SAND ROAD AND SET IN THE TOP OF A CONCRETE POST ABOUT 1
 JU0211'INCH UNDERGROUND.
 JU0211
 JU0211                          STATION RECOVERY (1985)
 JU0211
 JU0211'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0211'MARK NOT FOUND.
 JU0211
 JU0211                          STATION RECOVERY (1987)
 JU0211
 JU0211'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0211'MARK NOT FOUND.
 JU0211
 JU0211                          STATION RECOVERY (1990)
 JU0211
 JU0211'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0211'THE STATION IS LOCATED IN LONG BEACH TOWNSHIP IN THE BOROUGH OF BEACH
 JU0211'HAVEN MANOR AT THE SOUTHERN END OF LONG BEACH ISLAND IN OCEAN COUNTY
 JU0211'TO REACH THE STATION FROM THE JUNCTION OF BAY AVENUE AND NJ ROUTE 72
 JU0211'IN SHIP BOTTOM BOROUGH, GO SOUTHWEST ON BAY AVENUE FOR 8.2 MI
 JU0211'(13.2 KM) TO OSBORN AVENUE ON THE RIGHT.  TURN RIGHT ON OSBORN AVENUE
 JU0211'AND GO 0.1 MI (0.2 KM) NORTHWEST TO THE STATION ON THE LEFT ON
 JU0211'PROPERTY OF NO. 18 OSBORN AVENUE.  THE STATION IS 4.8 M (15.7 FT)
 JU0211'SOUTHWEST FROM THE CENTERLINE OF OSBORN AVENUE, 6.21 M (20.37 FT)
 JU0211'NORTHEAST FROM THE NORTHEAST CORNER OF A ONE AND ONE HALF STORY FRAME
 JU0211'DWELLING, NO. 18, 37.5 M (120.3 FT) SOUTHEAST FROM THE CENTERLINE OF
 JU0211'PENNSYLVANIA AVENUE, 0.45 M (1.48 FT) WEST OF POLE P 36894, 21.1 M
 JU0211'(69.2 FT) SOUTH FROM THE SOUTHEAST CORNER OF A TWO STORY FRAME
 JU0211'DWELLING, NO. 17 OSBORN AVENUE.  THE STATION IS A STANDARD REFERENCE
 JU0211'MARK DISK STAMPED ST. JAMES NO. 4 1932 SET IN THE TOP OF A SQUARE
 JU0211'CONCRETE MONUMENT, SET 0.1 M (0.3 FT) BELOW THE GROUND.
 JU0211
 JU0211                          STATION RECOVERY (2004)
 JU0211
 JU0211'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2004 (WM)
 JU0211'1 FOOT BELOW GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0209 ***********************************************************************
 JU0209  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0209  DESIGNATION -  ST JAMES RM 5
 JU0209  PID         -  JU0209
 JU0209  STATE/COUNTY-  NJ/OCEAN
 JU0209  USGS QUAD   -  TUCKERTON (1995)
 JU0209
 JU0209                         *CURRENT SURVEY CONTROL
 JU0209  ___________________________________________________________________
 JU0209* NAD 83(1986)-  39 32 50.     (N)    074 15 14.     (W)     SCALED    
 JU0209* NAVD 88     -         1.331  (meters)       4.37   (feet)  ADJUSTED  
 JU0209  ___________________________________________________________________
 JU0209  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JU0209  DYNAMIC HT  -           1.331 (meters)       4.37  (feet)  COMP
 JU0209  MODELED GRAV-     980,132.9   (mgal)                       NAVD 88
 JU0209
 JU0209  VERT ORDER  -  FIRST     CLASS I
 JU0209
 JU0209.The horizontal coordinates were scaled from a topographic map and have
 JU0209.an estimated accuracy of +/- 6 seconds.
 JU0209
 JU0209.The orthometric height was determined by differential leveling
 JU0209.and adjusted by the National Geodetic Survey in June 1991..
 JU0209
 JU0209.This Tidal Bench Mark is designated as VM 2651
 JU0209.by the Center for Operational Oceanographic Products and Services.
 JU0209
 JU0209.The geoid height was determined by GEOID03.
 JU0209
 JU0209.The dynamic height is computed by dividing the NAVD 88
 JU0209.geopotential number by the normal gravity value computed on the
 JU0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0209.degrees latitude (g = 980.6199 gals.).
 JU0209
 JU0209.The modeled gravity was interpolated from observed gravity values.
 JU0209
 JU0209;                    North         East    Units  Estimated Accuracy
 JU0209;SPC NJ       -    79,280.      171,150.      MT  (+/- 180 meters Scaled)
 JU0209
 JU0209                          SUPERSEDED SURVEY CONTROL
 JU0209
 JU0209  NGVD 29 (??/??/??)    1.714  (m)            5.62   (f) ADJUSTED    1 1
 JU0209
 JU0209.Superseded values are not recommended for survey control.
 JU0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0209.See file dsdata.txt to determine how the superseded data were derived.
 JU0209
 JU0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ641777(NAD 83)
 JU0209_MARKER: DR = REFERENCE MARK DISK
 JU0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0209_STAMPING: ST JAMES NO 5 1932
 JU0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0209+STABILITY: SURFACE MOTION
 JU0209
 JU0209  HISTORY     - Date     Condition        Report By
 JU0209  HISTORY     - 1962     MONUMENTED       CGS
 JU0209  HISTORY     - 1964     GOOD             CGS
 JU0209  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0209  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JU0209
 JU0209                          STATION DESCRIPTION
 JU0209
 JU0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0209'AT BEACH HAVEN.
 JU0209'ON LONG BEACH ISLAND, AT BEACH HAVEN, ABOUT 1.6 MILES
 JU0209'SOUTHWEST ALONG BAY AVENUE FROM THE BEACH HAVEN POST OFFICE,
 JU0209'THENCE ABOUT 0.1 MILE NORTHWEST ALONG A SAND ROAD, ALONG THE
 JU0209'SHOULER OF THE SAND ROAD, 218 YARDS NORTHWEST OF THE CENTER
 JU0209'LINE OF BAY AVENUE, 107.5 FEET SOUTHEAST OF POWER POLE 36896,
 JU0209'54 FEET NORTHWEST OF POWER POLE 36895, 11 FEET SOUTHWEST OF THE
 JU0209'APPROXIMATE CENTER LINE OF SAND ROAD, 168.5 FEET NORTH OF STATION
 JU0209'ST JAMES DESCRIBED, 2.5 FEET NORTHEAST OF A METAL WITNESS POST,
 JU0209'ABOUT 0.5 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP
 JU0209'OF A CONCRETE POST THAT IS 7-INCH UNDERGROUND.
 JU0209
 JU0209                          STATION RECOVERY (1985)
 JU0209
 JU0209'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0209'MARK NOT FOUND.
 JU0209
 JU0209                          STATION RECOVERY (1988)
 JU0209
 JU0209'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3969 ***********************************************************************
 KV3969  DESIGNATION -  ST MARGARET
 KV3969  PID         -  KV3969
 KV3969  STATE/COUNTY-  NJ/BERGEN
 KV3969  USGS QUAD   -  WEEHAWKEN (1995)
 KV3969
 KV3969                         *CURRENT SURVEY CONTROL
 KV3969  ___________________________________________________________________
 KV3969* NAD 83(1996)-  40 50 45.06846(N)    074 02 27.21726(W)     ADJUSTED  
 KV3969* NAVD 88     -                                                        
 KV3969  ___________________________________________________________________
 KV3969  LAPLACE CORR-           7.58  (seconds)                    DEFLEC99
 KV3969  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 KV3969
 KV3969  HORZ ORDER  -  THIRD
 KV3969
 KV3969.The horizontal coordinates were established by classical geodetic methods
 KV3969.and adjusted by the National Geodetic Survey in September 1999..
 KV3969
 KV3969
 KV3969.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3969
 KV3969.The geoid height was determined by GEOID03.
 KV3969
 KV3969;                    North         East     Units Scale Factor Converg.
 KV3969;SPC NJ       -   223,532.249   188,713.036   MT  0.99991844   +0 18 01.0
 KV3969;SPC NJ       -   733,372.05    619,136.02   sFT  0.99991844   +0 18 01.0
 KV3969;SPC NY L     -    75,421.961   296,551.417   MT  0.99999490   -0 01 36.3
 KV3969;SPC NY L     -   247,446.88    972,935.77   sFT  0.99999490   -0 01 36.3
 KV3969;UTM  18      - 4,522,088.042   580,850.495   MT  0.99968046   +0 37 38.3
 KV3969
 KV3969                          SUPERSEDED SURVEY CONTROL
 KV3969
 KV3969  NAD 83(1996)-  40 50 45.06831(N)    074 02 27.21736(W) AD(       ) 4
 KV3969  NAD 83(1996)-  40 50 45.06695(N)    074 02 27.21901(W) AD(       ) 4
 KV3969  NAD 83(1992)-  40 50 45.06554(N)    074 02 27.21931(W) AD(       ) 4
 KV3969  NAD 83(1986)-  40 50 45.07285(N)    074 02 27.21531(W) AD(       ) 4
 KV3969  NAD 27      -  40 50 44.71000(N)    074 02 28.71500(W) AD(       ) 3
 KV3969
 KV3969.Superseded values are not recommended for survey control.
 KV3969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3969.See file dsdata.txt to determine how the superseded data were derived.
 KV3969
 KV3969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8085022088(NAD 83)
 KV3969_MARKER: 91 = CHURCH CROSS
 KV3969
 KV3969  HISTORY     - Date     Condition        Report By
 KV3969  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV3969
 KV3969                          STATION DESCRIPTION
 KV3969
 KV3969'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3969'STATION IS W OF THE HACKENSACK RIVER, IN THE TOWN OF LITTLE FERRY
 KV3969'ON THE N SIDE OF WASHINGTON AVENUE AT THE END OF HESTER STREET.  IT
 KV3969'IS ATOP THE SQUARE, WOODEN, PYRAMIDAL-ROOFED TOWER OF THE
 KV3969'ST. MARGARETS ROMAN CATHOLIC CHURCH (A RED BRICK STRUCTURE
 KV3969'BUILT IN 1912).
 KV3969'
 KV3969'STATION IS THE BASE OF THE CROSS AT THE TOWER-APEX, APPROXIMATELY
 KV3969'60 FEET ABOVE GROUND.
 KV3969'
 KV3969'THIS STATION WAS NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4100 ***********************************************************************
 KV4100  DESIGNATION -  ST MICHAEL 1932
 KV4100  PID         -  KV4100
 KV4100  STATE/COUNTY-  NJ/HUDSON
 KV4100  USGS QUAD   -  WEEHAWKEN (1995)
 KV4100
 KV4100                         *CURRENT SURVEY CONTROL
 KV4100  ___________________________________________________________________
 KV4100* NAD 83(1996)-  40 45 41.50062(N)    074 02 06.42327(W)     ADJUSTED  
 KV4100* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 KV4100  ___________________________________________________________________
 KV4100  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 KV4100  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 KV4100
 KV4100  HORZ ORDER  -  SECOND
 KV4100
 KV4100.The horizontal coordinates were established by classical geodetic methods
 KV4100.and adjusted by the National Geodetic Survey in September 1999..
 KV4100
 KV4100.The orthometric height was scaled from a topographic map.
 KV4100
 KV4100.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4100
 KV4100.The geoid height was determined by GEOID03.
 KV4100
 KV4100;                    North         East     Units Scale Factor Converg.
 KV4100;SPC NJ       -   214,171.474   189,249.740   MT  0.99991896   +0 18 12.7
 KV4100;SPC NJ       -   702,660.91    620,896.86   sFT  0.99991896   +0 18 12.7
 KV4100;SPC NY L     -    66,057.560   297,034.765   MT  0.99999609   -0 01 22.7
 KV4100;SPC NY L     -   216,723.84    974,521.56   sFT  0.99999609   -0 01 22.7
 KV4100;UTM  18      - 4,512,732.705   581,440.435   MT  0.99968164   +0 37 48.1
 KV4100
 KV4100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4100!SPC NJ       -   1.00000364  x   0.99991896  =   0.99992260
 KV4100!SPC NY L     -   1.00000364  x   0.99999609  =   0.99999973
 KV4100!UTM  18      -   1.00000364  x   0.99968164  =   0.99968528
 KV4100
 KV4100:                Primary Azimuth Mark                     Grid Az
 KV4100:SPC NJ       -  UNION CITY CITY HALL POLE                016 28 28.7
 KV4100:SPC NY L     -  UNION CITY CITY HALL POLE                016 48 04.1
 KV4100:UTM  18      -  UNION CITY CITY HALL POLE                016 08 53.3
 KV4100
 KV4100|---------------------------------------------------------------------|
 KV4100| PID    Reference Object                     Distance      Geod. Az  |
 KV4100|                                                           dddmmss.s |
 KV4100| KV4107 UNION CITY CITY HALL POLE           APPROX. 1.5 KM 0164641.4 |
 KV4100| KV4106 UNION CITY PUBLIC SCH 2 SPIRE       APPROX. 1.5 KM 0183540.6 |
 KV4100| KV4105 WEEHAWKEN HACKENSACK WATER TWR      APPROX. 1.9 KM 0404305.5 |
 KV4100| KU4021 MANHATTAN CARLYL HOTEL APT TWR      APPROX. 6.2 KM 0764313.9 |
 KV4100| KU3962 MANHATTAN C GAS 45TH ST HOLDER      APPROX. 3.1 KM 0853811.0 |
 KV4100| KU4000 MANHATTAN NR SE CEN PK T BLDG       APPROX. 5.3 KM 0863532.1 |
 KV4100| KU3992 MANHATTAN NY CENTRAL BLDG CUP       APPROX. 5.1 KM 0990105.7 |
 KV4100| KU3994 CHRYSLER BUILDING                   APPROX. 5.2 KM 1021653.3 |
 KV4100| KU3602 EMPIRE STATE BUILDING               APPROX. 4.4 KM 1091042.8 |
 KV4100| KU3603 MANHATTAN NY LIFE INS BLDG TWR      APPROX. 4.7 KM 1162855.5 |
 KV4100| KV4374 MANHATTAN MUN BUILDING TOWER        APPROX. 6.0 KM 1534351.5 |
 KV4100| KV4364 MANHATTAN BANK TRUST BLDG           APPROX. 6.4 KM 1602738.2 |
 KV4100| KV4388 MANHATTAN DWNTWN ATHLETIC C FP      APPROX. 6.4 KM 1645933.1 |
 KV4100| KV4267 HOBOKEN ST PETERS AND PAULS CH      APPROX. 2.3 KM 1671533.1 |
 KV4100| KV4269 HOBOKEN LACKAWANNA RR DEPOT FP      APPROX. 3.0 KM 1673048.8 |
 KV4100| KV4277 HOBOKEN LACKAWANNA WMCA TOWER       APPROX. 3.1 KM 1704156.8 |
 KV4100| KV4304 JERSEY CITY NATL SUG REF N CHY      APPROX. 5.5 KM 1830002.9 |
 KV4100| KV4301 JERSEY CITY NATL SUG REF S CHY      APPROX. 5.5 KM 1832429.5 |
 KV4100| KV4281 HOBOKEN LACKAWANNA TERM TANK        APPROX. 3.2 KM 1932641.7 |
 KV4100| KV4122 UNION CITY FIRST PRESB CHURCH       APPROX. 0.9 KM 1941026.4 |
 KV4100| KV4354 JERSEY CITY HUDSON CO CTHSE         APPROX. 3.8 KM 2093849.4 |
 KV4100| KV4352 JERSEY CITY LABOR BLDG AERO BN      APPROX. 4.2 KM 2150003.4 |
 KV4100| KV4112 HOBOKEN H R MALLINSON TANK          393.024 METERS 21558     |
 KV4100| KV4123 JERSEY CITY ST ANNES CATH CH        APPROX. 1.7 KM 2362440.3 |
 KV4100|---------------------------------------------------------------------|
 KV4100
 KV4100                          SUPERSEDED SURVEY CONTROL
 KV4100
 KV4100  NAD 83(1996)-  40 45 41.50061(N)    074 02 06.42329(W) AD(       ) 2
 KV4100  NAD 83(1996)-  40 45 41.50017(N)    074 02 06.42400(W) AD(       ) 2
 KV4100  NAD 83(1992)-  40 45 41.49928(N)    074 02 06.42431(W) AD(       ) 2
 KV4100  NAD 83(1986)-  40 45 41.50231(N)    074 02 06.42593(W) AD(       ) 2
 KV4100  NAD 27      -  40 45 41.13600(N)    074 02 07.91500(W) AD(       ) 2
 KV4100
 KV4100.Superseded values are not recommended for survey control.
 KV4100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4100.See file dsdata.txt to determine how the superseded data were derived.
 KV4100
 KV4100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8144012733(NAD 83)
 KV4100_MARKER: DS = TRIANGULATION STATION DISK
 KV4100_SETTING: 0 = UNSPECIFIED SETTING
 KV4100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4100
 KV4100  HISTORY     - Date     Condition        Report By
 KV4100  HISTORY     - 1932     MONUMENTED       CGS
 KV4100  HISTORY     - 1952     GOOD             CGS
 KV4100
 KV4100                          STATION DESCRIPTION
 KV4100
 KV4100'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4100'THIS STATION IS W OF THE HUDSON RIVER, IN UNION CITY ON THE NW
 KV4100'CORNER OF NEW YORK AVENUE AND 15TH STREET.  IT IS ATOP THE
 KV4100'ST. MICHAELS HIGH SCHOOL ON THE FLOOR OF THE CUPOLA WHICH RISES
 KV4100'CENTRALLY FROM THIS RED-BRICK, SLATE-ROOFED BUILDING.  THE CUPOLA
 KV4100'IS SQUARE IN PLAN AND IS SURMOUNTED BY A GOLD CROSS WHICH WAS
 KV4100'LOCATED FOR USE AS AN ECCENTRIC SIGNAL (SEE DESCRIPTION FOR
 KV4100'CUPOLA-ST. MICHAELS-1932).
 KV4100'
 KV4100'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KV4100'STAMPED ST. MICHAEL-1932 CEMENTED IN A DRILL HOLE AND SET FLUSH
 KV4100'IN THE COPPER-SHEATHED FLOOR.  NO REFERENCE MARKS WERE
 KV4100'PLACED.  REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4100'
 KV4100'TO SE CORNER OF HATCH COAMING 0.680 METERS.
 KV4100'
 KV4100'TO SW CORNER OF HATCH COAMING 0.398 METERS.
 KV4100'
 KV4100'TO INNER EDGE OF SW CORNER COLUMN 0.702 METERS.
 KV4100'
 KV4100'NORMAL TO OUTSIDE EDGE OF FLOOR (S SIDE OF CUPOLA) 0.680 METERS.
 KV4100'
 KV4100'NORMAL TO OUTSIDE EDGE OF FLOOR (W SIDE OF CUPOLA) 1.193 METERS.
 KV4100'
 KV4100'THERE IS SUFFICIENT ROOM AND FAIR FOOTING FOR CENTRAL TRIPOD
 KV4100'SET-UPS.  LEAD BLOCK FOOTINGS ARE RECOMMENDED TO PROHIBIT
 KV4100'LEG-SLIP ON THE COPPER-SHEATHED FLOOR.
 KV4100'
 KV4100'HEIGHT OF SIGNAL ABOVE STATION MARK - 1 METER.
 KV4100
 KV4100                          STATION RECOVERY (1952)
 KV4100
 KV4100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JB)
 KV4100'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS
 KV4100'ADEQUATE WITH THE FOLLOWING CHANGE--
 KV4100'
 KV4100'THE CUPOLA REMAINS IN PLACE, BUT THE GOLD CROSS HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4688 ***********************************************************************
 KV4688  DESIGNATION -  ST PATRICKS CHURCH SPIRE
 KV4688  PID         -  KV4688
 KV4688  STATE/COUNTY-  NJ/ESSEX
 KV4688  USGS QUAD   -  ELIZABETH (1995)
 KV4688
 KV4688                         *CURRENT SURVEY CONTROL
 KV4688  ___________________________________________________________________
 KV4688* NAD 83(1996)-  40 44 31.20384(N)    074 10 19.18723(W)     ADJUSTED  
 KV4688* NAVD 88     -                                                        
 KV4688  ___________________________________________________________________
 KV4688  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 KV4688  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KV4688
 KV4688  HORZ ORDER  -  THIRD
 KV4688
 KV4688.The horizontal coordinates were established by classical geodetic methods
 KV4688.and adjusted by the National Geodetic Survey in September 1999..
 KV4688
 KV4688
 KV4688.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4688
 KV4688.The geoid height was determined by GEOID03.
 KV4688
 KV4688;                    North         East     Units Scale Factor Converg.
 KV4688;SPC NJ       -   211,951.033   177,701.220   MT  0.99990944   +0 12 50.7
 KV4688;SPC NJ       -   695,376.01    583,008.09   sFT  0.99990944   +0 12 50.7
 KV4688;SPC NY L     -    63,902.792   285,472.824   MT  0.99999667   -0 06 45.0
 KV4688;SPC NY L     -   209,654.41    936,588.76   sFT  0.99999667   -0 06 45.0
 KV4688;UTM  18      - 4,510,447.063   569,907.559   MT  0.99966015   +0 32 25.5
 KV4688
 KV4688                          SUPERSEDED SURVEY CONTROL
 KV4688
 KV4688  NAD 83(1996)-  40 44 31.20370(N)    074 10 19.18742(W) AD(       ) 4
 KV4688  NAD 83(1986)-  40 44 31.20112(N)    074 10 19.18992(W) AD(       ) 4
 KV4688  NAD 27      -  40 44 30.83000(N)    074 10 20.66000(W) AD(       ) 3
 KV4688
 KV4688.Superseded values are not recommended for survey control.
 KV4688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4688.See file dsdata.txt to determine how the superseded data were derived.
 KV4688
 KV4688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6990810447(NAD 83)
 KV4688_MARKER: 90 = CHURCH SPIRE
 KV4688
 KV4688  HISTORY     - Date     Condition        Report By
 KV4688  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4688  HISTORY     - 19940824 GOOD             USPSQD
 KV4688
 KV4688                          STATION DESCRIPTION
 KV4688
 KV4688'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4320 ***********************************************************************
 KV4320  DESIGNATION -  ST PAULS SPIRE
 KV4320  PID         -  KV4320
 KV4320  STATE/COUNTY-  NJ/HUDSON
 KV4320  USGS QUAD   -  JERSEY CITY (1981)
 KV4320
 KV4320                         *CURRENT SURVEY CONTROL
 KV4320  ___________________________________________________________________
 KV4320* NAD 83(1996)-  40 41 47.43101(N)    074 05 36.41098(W)     ADJUSTED  
 KV4320* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 KV4320  ___________________________________________________________________
 KV4320  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 KV4320  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KV4320
 KV4320  HORZ ORDER  -  SECOND
 KV4320
 KV4320.The horizontal coordinates were established by classical geodetic methods
 KV4320.and adjusted by the National Geodetic Survey in September 1999..
 KV4320
 KV4320.The orthometric height was scaled from a topographic map.
 KV4320
 KV4320.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4320
 KV4320.The geoid height was determined by GEOID03.
 KV4320
 KV4320;                    North         East     Units Scale Factor Converg.
 KV4320;SPC NJ       -   206,927.405   184,358.393   MT  0.99991453   +0 15 54.3
 KV4320;SPC NJ       -   678,894.33    604,849.16   sFT  0.99991453   +0 15 54.3
 KV4320;SPC NY L     -    58,840.887   292,101.839   MT  0.99999848   -0 03 40.0
 KV4320;SPC NY L     -   193,047.14    958,337.45   sFT  0.99999848   -0 03 40.0
 KV4320;UTM  18      - 4,505,462.643   576,591.582   MT  0.99967220   +0 35 28.1
 KV4320
 KV4320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4320!SPC NJ       -   1.00000179  x   0.99991453  =   0.99991632
 KV4320!SPC NY L     -   1.00000179  x   0.99999848  =   1.00000027
 KV4320!UTM  18      -   1.00000179  x   0.99967220  =   0.99967399
 KV4320
 KV4320                          SUPERSEDED SURVEY CONTROL
 KV4320
 KV4320  NAD 83(1996)-  40 41 47.43094(N)    074 05 36.41106(W) AD(       ) 2
 KV4320  NAD 83(1996)-  40 41 47.42993(N)    074 05 36.41244(W) AD(       ) 2
 KV4320  NAD 83(1992)-  40 41 47.42926(N)    074 05 36.41323(W) AD(       ) 2
 KV4320  NAD 83(1986)-  40 41 47.42931(N)    074 05 36.41342(W) AD(       ) 2
 KV4320  NAD 27      -  40 41 47.06000(N)    074 05 37.90000(W) AD(       ) 2
 KV4320
 KV4320.Superseded values are not recommended for survey control.
 KV4320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4320.See file dsdata.txt to determine how the superseded data were derived.
 KV4320
 KV4320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7659205463(NAD 83)
 KV4320_MARKER: 91 = CHURCH CROSS
 KV4320
 KV4320  HISTORY     - Date     Condition        Report By
 KV4320  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4320  HISTORY     - 1930     GOOD             CGS
 KV4320  HISTORY     - 1933     GOOD             CGS
 KV4320  HISTORY     - 1967     GOOD             CGS
 KV4320  HISTORY     - 1989     GOOD             USPSQD
 KV4320
 KV4320                          STATION DESCRIPTION
 KV4320
 KV4320'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4320'NO DESCRIPTION AVAILABLE.
 KV4320'
 KV4320'THE SPIRE OF ST. PAULS CHURCH ON THE NW CORNER OF GREENVILLE
 KV4320'AVENUE AND OLD BERGEN ROAD, THE TALLEST AND MOST PROMINENT SPIRE
 KV4320'S ALONG THE BAYONNE PENINSULA.  THE CHURCH PROPER IS OF RED BRICK,
 KV4320'THE SPIRE, SURMOUNTING A SQUARE TOWER AT THE SE CORNER OF THE
 KV4320'CHURCH, IS 4-SIDED AND COPPER-SHEATHED.
 KV4320'
 KV4320'THE STATION IS THE CROSS ATOP THE SPIRE APEX.  THE FOLLOWING
 KV4320'AIR-PHOTO CONTROL MEASUREMENTS WERE OBTAINED--
 KV4320'
 KV4320'CENTER LINE OF GREENVILLE AVE.  20.0 METERS.
 KV4320'
 KV4320'CENTER LINE OF OLD BERGEN ROAD 11.5 METERS.
 KV4320'
 KV4320'CENTER LINE INTERSECTION OF SAME 34.4 METERS.
 KV4320
 KV4320                          STATION RECOVERY (1933)
 KV4320
 KV4320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4320'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED, WITH THE
 KV4320'FOLLOWING EXCEPTION--THE SPIRE IS HEXAGONAL IN PLAN.
 KV4320
 KV4320                          STATION RECOVERY (1967)
 KV4320
 KV4320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DJF)
 KV4320'RECOVERED AS DESCRIBED.
 KV4320
 KV4320                          STATION RECOVERY (1989)
 KV4320
 KV4320'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV4320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4872 ***********************************************************************
 KV4872  DESIGNATION -  ST PETERS CHURCH
 KV4872  PID         -  KV4872
 KV4872  STATE/COUNTY-  NJ/MIDDLESEX
 KV4872  USGS QUAD   -  PERTH AMBOY (1981)
 KV4872
 KV4872                         *CURRENT SURVEY CONTROL
 KV4872  ___________________________________________________________________
 KV4872* NAD 83(1996)-  40 30 13.52415(N)    074 15 54.84199(W)     ADJUSTED  
 KV4872* NAVD 88     -                                                        
 KV4872  ___________________________________________________________________
 KV4872  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 KV4872  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV4872
 KV4872  HORZ ORDER  -  THIRD
 KV4872
 KV4872.The horizontal coordinates were established by classical geodetic methods
 KV4872.and adjusted by the National Geodetic Survey in September 1999..
 KV4872
 KV4872
 KV4872.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4872
 KV4872.The geoid height was determined by GEOID03.
 KV4872
 KV4872;                    North         East     Units Scale Factor Converg.
 KV4872;SPC NJ       -   185,472.173   169,897.507   MT  0.99990487   +0 09 08.9
 KV4872;SPC NJ       -   608,503.29    557,405.40   sFT  0.99990487   +0 09 08.9
 KV4872;UTM  18      - 4,483,931.007   562,256.364   MT  0.99964771   +0 28 38.1
 KV4872
 KV4872                          SUPERSEDED SURVEY CONTROL
 KV4872
 KV4872  NAD 83(1996)-  40 30 13.52405(N)    074 15 54.84215(W) AD(       ) 4
 KV4872  NAD 83(1986)-  40 30 13.52534(N)    074 15 54.83850(W) AD(       ) 4
 KV4872  NAD 27      -  40 30 13.14700(N)    074 15 56.31700(W) AD(       ) 3
 KV4872
 KV4872.Superseded values are not recommended for survey control.
 KV4872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4872.See file dsdata.txt to determine how the superseded data were derived.
 KV4872
 KV4872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6225683931(NAD 83)
 KV4872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4872+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2001
 KV4872
 KV4872  HISTORY     - Date     Condition        Report By
 KV4872  HISTORY     - 1903     FIRST OBSERVED   CGS
 KV4872  HISTORY     - 1926     GOOD             CGS
 KV4872  HISTORY     - 1930     GOOD             CGS
 KV4872  HISTORY     - 1931     GOOD             CGS
 KV4872  HISTORY     - 1962     GOOD             CGS
 KV4872  HISTORY     - 20010317 GOOD             PORANY
 KV4872
 KV4872                          STATION DESCRIPTION
 KV4872
 KV4872'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (ATM)
 KV4872'STATION IS THE BASE OF THE VANE ROD ON ST. PETERS P.E. CHURCH,
 KV4872'RECTOR AND GORDON STREETS, PERTH AMBOY.
 KV4872'
 KV4872'THE BUILDING IS OF BRICK.  THE SPIRE IS OF WOOD, PAINTED DARK
 KV4872'BROWN.
 KV4872'
 KV4872'REACHED BY NEW JERSEY CENTRAL RAILROAD TO PERTH AMBOY, OR BY
 KV4872'STATEN ISLAND RAILROAD TO PERTH AMBOY.
 KV4872
 KV4872                          STATION RECOVERY (1926)
 KV4872
 KV4872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (RFS)
 KV4872'THIS STATION WAS OBSERVED ON, BUT NEITHER OCCUPIED NOR
 KV4872'VISITED.  APPARENTLY THE ORIGINAL DESCRIPTION IS ADEQUATE.  THE
 KV4872'CHURCH CAN BE IDENTIFIED BY ITS SHARP, SLENDER SPIRE.
 KV4872
 KV4872                          STATION RECOVERY (1930)
 KV4872
 KV4872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4872'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, RENAMED SPIRE
 KV4872'(ST. PETERS CHURCH).
 KV4872'
 KV4872'THIS STATION WAS NOT VISITED.
 KV4872
 KV4872                          STATION RECOVERY (1931)
 KV4872
 KV4872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4872'STATION RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 KV4872'
 KV4872'A COMPLETE DESCRIPTION FOLLOWS--THIS STATION IS ON THE W SIDE
 KV4872'OF ARTHUR KILL, NEAR THE SOUTHERN EXTREMITY OF PERTH AMBOY, ON
 KV4872'THE SE CORNER OF RECTOR AND GORDON STREETS.  IT IS ATOP THE FAIRLY
 KV4872'PROMINENT DARK BROWN SPIRE OF ST. PETERS P.E. CHURCH, A RED-BRICK
 KV4872'STRUCTURE.
 KV4872'
 KV4872'STATION IS THE BASE OF THE WEATHER-VANE ROD AT THE SPIRE-APEX,
 KV4872'APPROXIMATELY 150 FEET ABOVE GROUND.
 KV4872'
 KV4872'THIS STATION WAS NOT OCCUPIED.
 KV4872
 KV4872                          STATION RECOVERY (1962)
 KV4872
 KV4872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV4872'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV4872
 KV4872                          STATION RECOVERY (2001)
 KV4872
 KV4872'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV4872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0788 ***********************************************************************
 KU0788  DESIGNATION -  STA 11 RM 1
 KU0788  PID         -  KU0788
 KU0788  STATE/COUNTY-  NJ/MONMOUTH
 KU0788  USGS QUAD   -  LONG BRANCH (1981)
 KU0788
 KU0788                         *CURRENT SURVEY CONTROL
 KU0788  ___________________________________________________________________
 KU0788* NAD 83(1996)-  40 20 31.76407(N)    073 58 27.01723(W)     ADJUSTED  
 KU0788* NAVD 88     -         1.670  (meters)       5.48   (feet)  ADJUSTED  
 KU0788  ___________________________________________________________________
 KU0788  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 KU0788  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KU0788  DYNAMIC HT  -           1.670 (meters)       5.48  (feet)  COMP
 KU0788  MODELED GRAV-     980,177.0   (mgal)                       NAVD 88
 KU0788
 KU0788  HORZ ORDER  -  THIRD
 KU0788  VERT ORDER  -  FIRST     CLASS I
 KU0788
 KU0788.The horizontal coordinates were established by classical geodetic methods
 KU0788.and adjusted by the National Geodetic Survey in September 1999..
 KU0788
 KU0788.The orthometric height was determined by differential leveling
 KU0788.and adjusted by the National Geodetic Survey in June 1991..
 KU0788
 KU0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU0788
 KU0788.The geoid height was determined by GEOID03.
 KU0788
 KU0788.The dynamic height is computed by dividing the NAVD 88
 KU0788.geopotential number by the normal gravity value computed on the
 KU0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0788.degrees latitude (g = 980.6199 gals.).
 KU0788
 KU0788.The modeled gravity was interpolated from observed gravity values.
 KU0788
 KU0788;                    North         East     Units Scale Factor Converg.
 KU0788;SPC NJ       -   167,635.681   194,673.244   MT  0.99992456   +0 20 25.4
 KU0788;SPC NJ       -   549,984.73    638,690.47   sFT  0.99992456   +0 20 25.4
 KU0788;UTM  18      - 4,466,239.327   587,126.566   MT  0.99969344   +0 39 50.8
 KU0788
 KU0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU0788!SPC NJ       -   1.00000486  x   0.99992456  =   0.99992942
 KU0788!UTM  18      -   1.00000486  x   0.99969344  =   0.99969830
 KU0788
 KU0788                          SUPERSEDED SURVEY CONTROL
 KU0788
 KU0788  NAD 83(1986)-  40 20 31.76180(N)    073 58 27.01101(W) AD(       ) 3
 KU0788  NGVD 29 (04/16/92)    1.989  (m)            6.53   (f) ADJUSTED    1 1
 KU0788
 KU0788.Superseded values are not recommended for survey control.
 KU0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0788.See file dsdata.txt to determine how the superseded data were derived.
 KU0788
 KU0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8712766239(NAD 83)
 KU0788_MARKER: DR = REFERENCE MARK DISK
 KU0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0788_SP_SET: CONCRETE POST
 KU0788_STAMPING: USE STA 11 1934 NO 1
 KU0788_MARK LOGO: CGS   
 KU0788_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0788+STABILITY: SURFACE MOTION
 KU0788_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0788+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1998
 KU0788
 KU0788  HISTORY     - Date     Condition        Report By
 KU0788  HISTORY     - 1934     MONUMENTED       USE
 KU0788  HISTORY     - 1964     GOOD             NGS
 KU0788  HISTORY     - 1979     GOOD             NGS
 KU0788  HISTORY     - 19881104 GOOD             NJGS
 KU0788  HISTORY     - 19950704 GOOD             USPSQD
 KU0788  HISTORY     - 19970823 GOOD             USPSQD
 KU0788  HISTORY     - 19980709 GOOD             NJGS
 KU0788  HISTORY     - 19990320 GOOD             USPSQD
 KU0788
 KU0788                          STATION DESCRIPTION
 KU0788
 KU0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KU0788'AT MONMOUTH BEACH.
 KU0788'AT MONMOUTH BEACH, AT THE OLD ABANDONED COAST GUARD STATION, 62.5
 KU0788'FEET NORTH OF STA. 11 2 54.0 FEET WEST OF CENTER LINE OF OCEAN
 KU0788'AVENUE, 31.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF COAST
 KU0788'GUARD STATION, ABOUT LEVEL WITH OCEAN AVENUE AND SET IN THE TOP OF
 KU0788'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  NOTE-- THIS MARK
 KU0788'CAN BE REACHED BY GOING 1.65 MILES SOUTH ALONG OCEAN AVENUE
 KU0788'FROM THE POST OFFICE IN SEA BRIGHT.
 KU0788
 KU0788                          STATION RECOVERY (1979)
 KU0788
 KU0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KU0788'RECOVERED IN GOOD CONDITION.
 KU0788
 KU0788                          STATION RECOVERY (1988)
 KU0788
 KU0788'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KU0788'AT MONMOUTH BEACH, AT THE EASILY RECOGNIZABLE OLD COAST GUARD STATION
 KU0788'NOW OCCUPIED BY THE STATE POLICE WHO WILL SHORTLY ABANDON IT TO THE
 KU0788'LOCAL HISTORICAL SOCIETY.  THE STATION IS LOCATED UNDER AND INSIDE A
 KU0788'FOURLEGGED 50 FOOT TOWER, 17.5 M (57.41 FT) WEST OF OCEAN AVENUE,
 KU0788'STATE HIGHWAY ROUTE 36, 9.45 M (31.00 FT) SOUTHEAST OF THE SOUTHEAST
 KU0788'CORNER OF THE BUILDING, AND FLUSH WITH THE GROUND.
 KU0788
 KU0788                          STATION RECOVERY (1995)
 KU0788
 KU0788'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU0788'RECOVERED IN GOOD CONDITION.
 KU0788
 KU0788                          STATION RECOVERY (1997)
 KU0788
 KU0788'RECOVERY NOTE BY US POWER SQUADRON 1997
 KU0788'RECOVERED IN GOOD CONDITION.
 KU0788
 KU0788                          STATION RECOVERY (1998)
 KU0788
 KU0788'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KU0788'RECOVERED AS DESCRIBED.
 KU0788
 KU0788                          STATION RECOVERY (1999)
 KU0788
 KU0788'RECOVERY NOTE BY US POWER SQUADRON 1999
 KU0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4163 ***********************************************************************
 KV4163  DESIGNATION -  STACK NEAR SPIRE
 KV4163  PID         -  KV4163
 KV4163  STATE/COUNTY-  NJ/ESSEX
 KV4163  USGS QUAD   -  ORANGE (1981)
 KV4163
 KV4163                         *CURRENT SURVEY CONTROL
 KV4163  ___________________________________________________________________
 KV4163* NAD 83(1996)-  40 47 03.66854(N)    074 08 56.93455(W)     ADJUSTED  
 KV4163* NAVD 88     -                                                        
 KV4163  ___________________________________________________________________
 KV4163  LAPLACE CORR-           6.05  (seconds)                    DEFLEC99
 KV4163  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KV4163
 KV4163  HORZ ORDER  -  THIRD
 KV4163
 KV4163.The horizontal coordinates were established by classical geodetic methods
 KV4163.and adjusted by the National Geodetic Survey in September 1999..
 KV4163
 KV4163
 KV4163.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4163
 KV4163.The geoid height was determined by GEOID03.
 KV4163
 KV4163;                    North         East     Units Scale Factor Converg.
 KV4163;SPC NJ       -   216,661.121   179,612.023   MT  0.99991079   +0 13 45.1
 KV4163;SPC NJ       -   710,829.03    589,277.11   sFT  0.99991079   +0 13 45.1
 KV4163;SPC NY L     -    68,602.314   287,410.616   MT  0.99999556   -0 05 51.2
 KV4163;SPC NY L     -   225,072.76    942,946.33   sFT  0.99999556   -0 05 51.2
 KV4163;UTM  18      - 4,515,166.791   571,791.025   MT  0.99966344   +0 33 20.9
 KV4163
 KV4163                          SUPERSEDED SURVEY CONTROL
 KV4163
 KV4163  NAD 83(1996)-  40 47 03.66831(N)    074 08 56.93482(W) AD(       ) 4
 KV4163  NAD 83(1986)-  40 47 03.66478(N)    074 08 56.94095(W) AD(       ) 4
 KV4163  NAD 27      -  40 47 03.30000(N)    074 08 58.41000(W) AD(       ) 3
 KV4163
 KV4163.Superseded values are not recommended for survey control.
 KV4163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4163.See file dsdata.txt to determine how the superseded data were derived.
 KV4163
 KV4163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7179115167(NAD 83)
 KV4163_MARKER: 63 = STACK
 KV4163
 KV4163  HISTORY     - Date     Condition        Report By
 KV4163  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4163
 KV4163                          STATION DESCRIPTION
 KV4163
 KV4163'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4454 ***********************************************************************
 JU4454  DESIGNATION -  STAFFORD 1
 JU4454  PID         -  JU4454
 JU4454  STATE/COUNTY-  NJ/OCEAN
 JU4454  USGS QUAD   -  WEST CREEK (1972)
 JU4454
 JU4454                         *CURRENT SURVEY CONTROL
 JU4454  ___________________________________________________________________
 JU4454* NAD 83(1996)-  39 42 43.42976(N)    074 16 48.76281(W)     ADJUSTED  
 JU4454* NAVD 88     -        17.6    (meters)      58.     (feet)  GPS OBS   
 JU4454  ___________________________________________________________________
 JU4454  X           -   1,331,143.219 (meters)                     COMP
 JU4454  Y           -  -4,729,422.124 (meters)                     COMP
 JU4454  Z           -   4,053,433.504 (meters)                     COMP
 JU4454  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 JU4454  ELLIP HEIGHT-         -15.69  (meters)          (10/23/02) GPS OBS
 JU4454  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JU4454
 JU4454  HORZ ORDER  -  FIRST
 JU4454  ELLP ORDER  -  FOURTH    CLASS I
 JU4454
 JU4454.The horizontal coordinates were established by GPS observations
 JU4454.and adjusted by the National Geodetic Survey in May 1999..
 JU4454
 JU4454.The orthometric height was determined by GPS observations and a
 JU4454.high-resolution geoid model.
 JU4454
 JU4454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4454
 JU4454.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4454
 JU4454.The ellipsoidal height was determined by GPS observations
 JU4454.and is referenced to NAD 83.
 JU4454
 JU4454.The geoid height was determined by GEOID03.
 JU4454
 JU4454;                    North         East     Units Scale Factor Converg.
 JU4454;SPC NJ       -    97,570.608   168,845.272   MT  0.99990437   +0 08 25.5
 JU4454;SPC NJ       -   320,112.90    553,953.20   sFT  0.99990437   +0 08 25.5
 JU4454;UTM  18      - 4,396,047.539   561,698.484   MT  0.99964686   +0 27 35.7
 JU4454
 JU4454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4454!SPC NJ       -   1.00000246  x   0.99990437  =   0.99990683
 JU4454!UTM  18      -   1.00000246  x   0.99964686  =   0.99964932
 JU4454
 JU4454|---------------------------------------------------------------------|
 JU4454| PID    Reference Object                     Distance      Geod. Az  |
 JU4454|                                                           dddmmss.s |
 JU4454| JU4337 STAFFORD 2                          337.227 METERS 03113     |
 JU4454|---------------------------------------------------------------------|
 JU4454
 JU4454                          SUPERSEDED SURVEY CONTROL
 JU4454
 JU4454  ELLIP H (05/14/99)  -15.70   (m)                       GP(       ) 4 1
 JU4454  NAD 83(1986)-  39 42 43.42329(N)    074 16 48.75988(W) AD(       ) 1
 JU4454  NAD 83(1992)-  39 42 43.42630(N)    074 16 48.76146(W) AD(       ) 1
 JU4454  ELLIP H (04/25/94)  -15.71   (m)                       GP(       ) 3 1
 JU4454
 JU4454.Superseded values are not recommended for survey control.
 JU4454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4454.See file dsdata.txt to determine how the superseded data were derived.
 JU4454
 JU4454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6169896048(NAD 83)
 JU4454_MARKER: DD = SURVEY DISK
 JU4454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4454_SP_SET: CONCRETE POST
 JU4454_STAMPING: STAFFORD 1 1992
 JU4454_MARK LOGO: NJHA  
 JU4454_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4454+STABILITY: SURFACE MOTION
 JU4454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4454+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1996
 JU4454
 JU4454  HISTORY     - Date     Condition        Report By
 JU4454  HISTORY     - 1992     MONUMENTED       NJHA
 JU4454  HISTORY     - 19930609 GOOD
 JU4454  HISTORY     - 19960523 GOOD             NJGS
 JU4454
 JU4454                          STATION DESCRIPTION
 JU4454
 JU4454'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1992
 JU4454'THE STATION IS LOCATED IN THE TOWNSHIP OF STAFFORD NEAR THE TOP OF A
 JU4454'SLOPE AT THE BRIDGE CARRYING THE GARDEN STATE PARKWAY SOUTHBOUND
 JU4454'LANES OVER ROUTE 72.  THE STATION IS EAST OF THE GARDEN STATE PARKWAY
 JU4454'SOUTHBOUND LANES AND SOUTH OF ROUTE 72 EASTBOUND LANES.  TO REACH THE
 JU4454'STATION, EXIT THE GARDEN STATE PARKWAY FROM THE SOUTHBOUND LANES AT
 JU4454'INTERCHANGE 63, FOLLOW THE RAMP TO ROUTE 72 EAST JUST BEYOND THE
 JU4454'BRIDGE CARRYING THE GARDEN STATE PARKWAY SOUTHBOUND OVER, TO THE
 JU4454'STATION ON THE RIGHT, SET ABOUT 0.1 FT (3.0 CM) BENEATH THE SURFACE.
 JU4454'THE STATION IS 2.7 FT (0.8 M) SOUTHEAST FROM THE EAST PARAPET WALL
 JU4454'FACE, 3.7 FT (1.1 M) EAST FROM THE SOUTHERLY CORNER OF THE PARAPET
 JU4454'WALL AND 44.6 FT (13.6 M) (MEASURED ON THE SLOPE) WEST FROM THE SOUTH
 JU4454'CURB OF ROUTE 72.
 JU4454
 JU4454                          STATION RECOVERY (1993)
 JU4454
 JU4454'RECOVERED 1993
 JU4454'RECOVERED IN GOOD CONDITION.
 JU4454
 JU4454                          STATION RECOVERY (1996)
 JU4454
 JU4454'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (CFL)
 JU4454'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4337 ***********************************************************************
 JU4337  DESIGNATION -  STAFFORD 2
 JU4337  PID         -  JU4337
 JU4337  STATE/COUNTY-  NJ/OCEAN
 JU4337  USGS QUAD   -  WEST CREEK (1972)
 JU4337
 JU4337                         *CURRENT SURVEY CONTROL
 JU4337  ___________________________________________________________________
 JU4337* NAD 83(1996)-  39 42 52.78151(N)    074 16 41.42660(W)     ADJUSTED  
 JU4337* NAVD 88     -        15.1    (meters)      50.     (feet)  GPS OBS   
 JU4337  ___________________________________________________________________
 JU4337  X           -   1,331,260.979 (meters)                     COMP
 JU4337  Y           -  -4,729,195.556 (meters)                     COMP
 JU4337  Z           -   4,053,653.793 (meters)                     COMP
 JU4337  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 JU4337  ELLIP HEIGHT-         -18.16  (meters)          (10/23/02) GPS OBS
 JU4337  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JU4337
 JU4337  HORZ ORDER  -  FIRST
 JU4337  ELLP ORDER  -  FOURTH    CLASS I
 JU4337
 JU4337.The horizontal coordinates were established by GPS observations
 JU4337.and adjusted by the National Geodetic Survey in May 1999..
 JU4337
 JU4337.The orthometric height was determined by GPS observations and a
 JU4337.high-resolution geoid model.
 JU4337
 JU4337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4337
 JU4337.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4337
 JU4337.The ellipsoidal height was determined by GPS observations
 JU4337.and is referenced to NAD 83.
 JU4337
 JU4337.The geoid height was determined by GEOID03.
 JU4337
 JU4337;                    North         East     Units Scale Factor Converg.
 JU4337;SPC NJ       -    97,859.431   169,019.289   MT  0.99990445   +0 08 30.3
 JU4337;SPC NJ       -   321,060.48    554,524.12   sFT  0.99990445   +0 08 30.3
 JU4337;UTM  18      - 4,396,337.253   561,870.843   MT  0.99964713   +0 27 40.4
 JU4337
 JU4337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4337!SPC NJ       -   1.00000285  x   0.99990445  =   0.99990730
 JU4337!UTM  18      -   1.00000285  x   0.99964713  =   0.99964998
 JU4337
 JU4337|---------------------------------------------------------------------|
 JU4337| PID    Reference Object                     Distance      Geod. Az  |
 JU4337|                                                           dddmmss.s |
 JU4337| JU4454 STAFFORD 1                          337.227 METERS 21113     |
 JU4337|---------------------------------------------------------------------|
 JU4337
 JU4337                          SUPERSEDED SURVEY CONTROL
 JU4337
 JU4337  ELLIP H (05/14/99)  -18.17   (m)                       GP(       ) 4 1
 JU4337  NAD 83(1992)-  39 42 52.77809(N)    074 16 41.42524(W) AD(       ) 1
 JU4337  ELLIP H (04/25/94)  -18.18   (m)                       GP(       ) 3 1
 JU4337  NAD 83(1986)-  39 42 52.77508(N)    074 16 41.42378(W) AD(       ) 1
 JU4337  ELLIP H (03/31/93)  -18.11   (m)                       GP(       ) 3 2
 JU4337
 JU4337.Superseded values are not recommended for survey control.
 JU4337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4337.See file dsdata.txt to determine how the superseded data were derived.
 JU4337
 JU4337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6187196337(NAD 83)
 JU4337_MARKER: DD = SURVEY DISK
 JU4337_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JU4337_SP_SET: CONCRETE POST
 JU4337_STAMPING: STAFFORD 2 1991
 JU4337_MARK LOGO: NJHA  
 JU4337_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4337+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1996
 JU4337
 JU4337  HISTORY     - Date     Condition        Report By
 JU4337  HISTORY     - 1991     MONUMENTED       NJHA
 JU4337  HISTORY     - 19921001 GOOD             NJGS
 JU4337  HISTORY     - 19930518 GOOD
 JU4337  HISTORY     - 19960523 GOOD             NJGS
 JU4337
 JU4337                          STATION DESCRIPTION
 JU4337
 JU4337'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 JU4337'THE STATION IS LOCATED IN STAFFORD TOWNSHIP, IN THE GRASS CONFLUENCE
 JU4337'FORMED FROM THE ENTRANCE RAMP FROM STATE HIGHWAY 72 WESTBOUND LANES
 JU4337'ONTO THE SOUTHBOUND LANES OF THE GARDEN STATE PARKWAY AT INTERCHANGE
 JU4337'63.  TO REACH THE STATION FROM THE WESTBOUND LANES OF STATE HIGHWAY
 JU4337'72, TAKE THE EXIT FOR THE SOUTHBOUND GARDEN STATE PARKWAY, FOLLOW THE
 JU4337'RAMP AROUND TO THE NOSE OF THE GRASS AREA AND THE STATION ON THE
 JU4337'LEFT.  THE STATION IS 8.3 M (27.2 FT) NORTHWEST OF THE NORTHWEST EDGE
 JU4337'OF PAVING OF THE SOUTHBOUND LANES, 8.2 M (26.9 FT) NORTHEAST OF THE
 JU4337'SOUTHERLY TERMINAL POST OF THE METAL GUIDE RAIL FOR THE RAMP, 26.0 M
 JU4337'(85.3 FT) NORTH NORTHEAST OF A NO TURN SIGN, AT THE NOSE, FOR THE
 JU4337'SOUTHBOUND LANES.  THE STATION IS A NEW JERSEY HIGHWAY AUTHORITY DISK
 JU4337'EPOXIED IN THE TOP OF A 0.2 M (0.7 FT) SQUARE POST, SET FLUSH WITH
 JU4337'THE GROUND.
 JU4337'THE STATION IS LOCATED IN THE TOWNSHIP OF STAFFORD ON THE WEST SIDE OF
 JU4337'THE GARDEN STATE PARKWAY SOUTHBOUND LANES AT MILEPOINT 64.37 IN A
 JU4337'GRASS AREA OF INTERCHANGE 63 BETWEEN THE SOUTHBOUND LANES AND A RAMP
 JU4337'CARRYING ROUTE 72 WESTBOUND TRAFFIC ONTO THE SOUTHBOUND GARDEN STATE
 JU4337'PARKWAY LANES. TO REACH THE STATION FROM THE GARDEN STATE PARKWAY
 JU4337'SOUTHBOUND LANES, ENTER THE GARDEN STATE PARKWAY FROM WARETOWN ROAD
 JU4337'AT INTERCHANGE 69, GO 6.0 MI (9.7 KM) SOUTH TO THE STATION ON THE
 JU4337'RIGHT, SET FLUSH WITH THE GROUND.  THE STATION IS 37.5 FT (11.4 M)
 JU4337'NORTHWEST FROM THE SOLID WHITE LINE AT THE WEST EDGE OF THE SOUTHBOUND
 JU4337'LANES, 32.0 FT (9.8 M) EAST FROM, AND NORMAL TO, THE SOLID YELLOW
 JU4337'LINE AT THE EAST EDGE OF RAMP, 77.7 FT (23.7 M) SOUTH SOUTHWEST FROM
 JU4337'A 1.2 FT (0.4 M) DIAMETER OAK WITH NAIL IN AT EDGE OF WOODS.
 JU4337
 JU4337                          STATION RECOVERY (1993)
 JU4337
 JU4337'RECOVERED 1993
 JU4337'RECOVERED IN GOOD CONDITION.
 JU4337
 JU4337                          STATION RECOVERY (1996)
 JU4337
 JU4337'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (RJK)
 JU4337'RECOVERED AS DESCRIBED AS PER THE 1991 DESCRIPTION WITH THE FOLLOWING
 JU4337'ADDITIONAL TIES, 27 FT (8.2 M) WEST OF THE WEST EDGE OF PAVING OF THE
 JU4337'SOUTH BOUND LANES OF THE GARDEN STATE PARKWAY, 93 FT (28.3 M) NORTH OF
 JU4337'THE CONCRETE DEPRESSED CURB AT THE NOSE OF THE CONFLUENCE OF THE RAMP
 JU4337'AND THE SOUTH BOUND LANES, 0.5 FT (15.2 CM) NORTHEAST OF A METAL
 JU4337'REFLECTOR POST, 26.6 FT (8.1 M) NORTHEAST OF THE SOUTHERLY END POST OF
 JU4337'THE GUIDE RAIL FOR THE RAMP.  THE STATION IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5652 ***********************************************************************
 KV5652  DESIGNATION -  STAND
 KV5652  PID         -  KV5652
 KV5652  STATE/COUNTY-  NJ/BURLINGTON
 KV5652  USGS QUAD   -  BRISTOL (1981)
 KV5652
 KV5652                         *CURRENT SURVEY CONTROL
 KV5652  ___________________________________________________________________
 KV5652* NAD 83(1996)-  40 05 45.60706(N)    074 49 58.22894(W)     ADJUSTED  
 KV5652* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5652  ___________________________________________________________________
 KV5652  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 KV5652  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV5652
 KV5652  HORZ ORDER  -  SECOND
 KV5652
 KV5652.The horizontal coordinates were established by classical geodetic methods
 KV5652.and adjusted by the National Geodetic Survey in September 1999..
 KV5652
 KV5652.The orthometric height was scaled from a topographic map.
 KV5652
 KV5652.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5652
 KV5652.The geoid height was determined by GEOID03.
 KV5652
 KV5652;                    North         East     Units Scale Factor Converg.
 KV5652;SPC NJ       -   140,226.066   121,620.046   MT  0.99990991   -0 12 51.7
 KV5652;SPC NJ       -   460,058.35    399,015.10   sFT  0.99990991   -0 12 51.7
 KV5652;SPC PA S     -    88,790.688   848,707.650   MT  0.99997855   +1 53 33.5
 KV5652;SPC PA S     -   291,307.45  2,784,468.35   sFT  0.99997855   +1 53 33.5
 KV5652;UTM  18      - 4,438,425.973   514,248.612   MT  0.99960250   +0 06 27.6
 KV5652
 KV5652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5652!SPC NJ       -   1.00000489  x   0.99990991  =   0.99991480
 KV5652!SPC PA S     -   1.00000489  x   0.99997855  =   0.99998344
 KV5652!UTM  18      -   1.00000489  x   0.99960250  =   0.99960739
 KV5652
 KV5652:                Primary Azimuth Mark                     Grid Az
 KV5652:SPC NJ       -  BRIDGE 2                                 019 09 18.8
 KV5652:SPC PA S     -  BRIDGE 2                                 017 02 53.6
 KV5652:UTM  18      -  BRIDGE 2                                 018 49 59.5
 KV5652
 KV5652|---------------------------------------------------------------------|
 KV5652| PID    Reference Object                     Distance      Geod. Az  |
 KV5652|                                                           dddmmss.s |
 KV5652| KV5657 BRIDGE 2                            APPROX. 0.6 KM 0185627.1 |
 KV5652| CB6417 STAND RM 1                           31.286 METERS 05603     |
 KV5652| CB6418 STAND RM 2                           38.933 METERS 19659     |
 KV5652| KV5589 BRISTOL ANDERSONS HOUSE CUPOLA      APPROX. 1.2 KM 2874415.1 |
 KV5652| KV5591 BRISTOL ST MARKS CATH CH SPIRE      APPROX. 1.2 KM 2923859.6 |
 KV5652|---------------------------------------------------------------------|
 KV5652
 KV5652                          SUPERSEDED SURVEY CONTROL
 KV5652
 KV5652  NAD 83(1986)-  40 05 45.60718(N)    074 49 58.22898(W) AD(       ) 2
 KV5652  NAD 27      -  40 05 45.20900(N)    074 49 59.63700(W) AD(       ) 2
 KV5652
 KV5652.Superseded values are not recommended for survey control.
 KV5652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5652.See file dsdata.txt to determine how the superseded data were derived.
 KV5652
 KV5652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1424938426(NAD 83)
 KV5652_MARKER: DS = TRIANGULATION STATION DISK
 KV5652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5652
 KV5652  HISTORY     - Date     Condition        Report By
 KV5652  HISTORY     - 1935     MONUMENTED       CGS
 KV5652  HISTORY     - 1947     GOOD             CGS
 KV5652  HISTORY     - 1975     SEE DESCRIPTION  NGS
 KV5652
 KV5652                          STATION DESCRIPTION
 KV5652
 KV5652'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5652'THIS STATION IS 2.2 MILES NE OF BURLINGTON, 575 METERS NE FROM
 KV5652'STANDARD OIL COMPANY DOCK, 42.3 METERS SW OF INTERSECTION OF
 KV5652'CENTER LINE OF RIVER ROAD AND AN E-W LANE, 6.40 METERS N OF RIVER
 KV5652'ROAD CENTER LINE, 0.68 METER N OF N RAIL OLD TROLLEY TRACK, 41.35
 KV5652'METERS W OF POLE NO.60067 BT/36, 11.43 METERS N OF POLE
 KV5652'NO.60368 BT/313-1.
 KV5652'
 KV5652'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5652'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 KV5652'
 KV5652'REFERENCE MARK NO.1 IS A STANDARD TABLET IN TOP OF A CONCRETE
 KV5652'DRAIN E OF STATION.
 KV5652'
 KV5652'MAIN SCHEME STATION.
 KV5652'
 KV5652'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV5652
 KV5652                          STATION RECOVERY (1947)
 KV5652
 KV5652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5652'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5652'ADEQUATE WITH THE FOLLOWING CHANGE--
 KV5652'
 KV5652'DELETE REFERENCE TO OLD TROLLEY TRACK.  (TRACK HAS BEEN
 KV5652'REMOVED.)
 KV5652
 KV5652                          STATION RECOVERY (1975)
 KV5652
 KV5652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 KV5652'THE SURFACE MARK HAS BEEN DESTROYED.  THE DISK REMOVED BY THIS
 KV5652'PARTY.  THE SUBSURFACE MARK AND RM NO. 2 WERE SEARCHED FOR BUT
 KV5652'NOT FOUND.  RM NO. 1 WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5372 ***********************************************************************
 KV5372  DESIGNATION -  STANDPIPE SA
 KV5372  PID         -  KV5372
 KV5372  STATE/COUNTY-  NJ/MIDDLESEX
 KV5372  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5372
 KV5372                         *CURRENT SURVEY CONTROL
 KV5372  ___________________________________________________________________
 KV5372* NAD 83(1996)-  40 27 16.47165(N)    074 18 35.27873(W)     ADJUSTED  
 KV5372* NAVD 88     -                                                        
 KV5372  ___________________________________________________________________
 KV5372  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 KV5372  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KV5372
 KV5372  HORZ ORDER  -  THIRD
 KV5372
 KV5372.The horizontal coordinates were established by classical geodetic methods
 KV5372.and adjusted by the National Geodetic Survey in September 1999..
 KV5372
 KV5372
 KV5372.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5372
 KV5372.The geoid height was determined by GEOID03.
 KV5372
 KV5372;                    North         East     Units Scale Factor Converg.
 KV5372;SPC NJ       -   180,002.341   166,132.120   MT  0.99990320   +0 07 24.3
 KV5372;SPC NJ       -   590,557.68    545,051.80   sFT  0.99990320   +0 07 24.3
 KV5372;SPC NY L     -    32,017.315   273,720.839   MT  1.00001859   -0 12 09.5
 KV5372;SPC NY L     -   105,043.47    898,032.45   sFT  1.00001859   -0 12 09.5
 KV5372;UTM  18      - 4,478,441.353   558,522.993   MT  0.99964216   +0 26 52.2
 KV5372
 KV5372                          SUPERSEDED SURVEY CONTROL
 KV5372
 KV5372  NAD 83(1996)-  40 27 16.47064(N)    074 18 35.27897(W) AD(       ) 4
 KV5372  NAD 83(1986)-  40 27 16.47165(N)    074 18 35.27733(W) AD(       ) 4
 KV5372  NAD 27      -  40 27 16.09700(N)    074 18 36.75900(W) AD(       ) 3
 KV5372
 KV5372.Superseded values are not recommended for survey control.
 KV5372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5372.See file dsdata.txt to determine how the superseded data were derived.
 KV5372
 KV5372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5852378441(NAD 83)
 KV5372_MARKER: 52 = STANDPIPE TANK
 KV5372
 KV5372  HISTORY     - Date     Condition        Report By
 KV5372  HISTORY     - 1918     FIRST OBSERVED   CGS
 KV5372  HISTORY     - 1932     GOOD             CGS
 KV5372
 KV5372                          STATION DESCRIPTION
 KV5372
 KV5372'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (WMG)
 KV5372'STATION IS A FLAT-TOPPED BLACK CYLINDRICAL TANK ON A SMALL RIDGE
 KV5372'ABOUT 3 MILES SW OF S AMBOY, NEW JERSEY.
 KV5372
 KV5372                          STATION RECOVERY (1932)
 KV5372
 KV5372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5372'RECOVERED, IN GOOD CONDITION, AS ORIGINALLY DESCRIBED, NAME
 KV5372'CHANGED TO STANDPIPE (S.A.).
 KV5372'
 KV5372'A COMPLETE DESCRIPTION FOLLOWS--THE PROMINENT STANDPIPE,
 KV5372'APPROXIMATELY 2 MILES SSW OF S AMBOY, ON MIDDLESEX COUNTY ROAD,
 KV5372'3-R-1.  IT IS AN ORDINARY TYPE, FLAT-TOP, CYLINDRICAL, BLACK,
 KV5372'STEEL STANDPIPE OF 6.1 METER DIAMETER.
 KV5372'
 KV5372'THE STATION IS THE TOP-CENTER, APPROXIMATELY 60 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5507 ***********************************************************************
 KV5507  DESIGNATION -  STATE VILLAGE EPILEPTICS TANK
 KV5507  PID         -  KV5507
 KV5507  STATE/COUNTY-  NJ/SOMERSET
 KV5507  USGS QUAD   -  ROCKY HILL (1970)
 KV5507
 KV5507                         *CURRENT SURVEY CONTROL
 KV5507  ___________________________________________________________________
 KV5507* NAD 83(1996)-  40 24 50.04949(N)    074 41 30.31186(W)     ADJUSTED  
 KV5507* NAVD 88     -                                                        
 KV5507  ___________________________________________________________________
 KV5507  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 KV5507  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KV5507
 KV5507  HORZ ORDER  -  THIRD
 KV5507
 KV5507.The horizontal coordinates were established by classical geodetic methods
 KV5507.and adjusted by the National Geodetic Survey in September 1999..
 KV5507
 KV5507
 KV5507.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5507
 KV5507.The geoid height was determined by GEOID03.
 KV5507
 KV5507;                    North         East     Units Scale Factor Converg.
 KV5507;SPC NJ       -   175,486.641   133,726.363   MT  0.99990326   -0 07 27.5
 KV5507;SPC NJ       -   575,742.42    438,733.91   sFT  0.99990326   -0 07 27.5
 KV5507;UTM  18      - 4,473,743.617   526,152.314   MT  0.99960842   +0 11 59.4
 KV5507
 KV5507                          SUPERSEDED SURVEY CONTROL
 KV5507
 KV5507  NAD 83(1986)-  40 24 50.04842(N)    074 41 30.31273(W) AD(       ) 4
 KV5507  NAD 27      -  40 24 49.67100(N)    074 41 31.73500(W) AD(       ) 3
 KV5507
 KV5507.Superseded values are not recommended for survey control.
 KV5507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5507.See file dsdata.txt to determine how the superseded data were derived.
 KV5507
 KV5507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2615273744(NAD 83)
 KV5507_MARKER: 51 = TANK
 KV5507
 KV5507  HISTORY     - Date     Condition        Report By
 KV5507  HISTORY     - 1929     FIRST OBSERVED   CGS
 KV5507  HISTORY     - 19940507 GOOD             USPSQD
 KV5507
 KV5507                          STATION DESCRIPTION
 KV5507
 KV5507'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6432 ***********************************************************************
 KV6432  DESIGNATION -  STATES
 KV6432  PID         -  KV6432
 KV6432  STATE/COUNTY-  NJ/BURLINGTON
 KV6432  USGS QUAD   -  BRISTOL (1981)
 KV6432
 KV6432                         *CURRENT SURVEY CONTROL
 KV6432  ___________________________________________________________________
 KV6432* NAD 83(1996)-  40 05 02.35774(N)    074 50 45.08401(W)     ADJUSTED  
 KV6432* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6432  ___________________________________________________________________
 KV6432  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 KV6432  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV6432
 KV6432  HORZ ORDER  -  THIRD
 KV6432
 KV6432.The horizontal coordinates were established by classical geodetic methods
 KV6432.and adjusted by the National Geodetic Survey in September 1999..
 KV6432.No horizontal observational check was made to the station.
 KV6432
 KV6432.The orthometric height was scaled from a topographic map.
 KV6432
 KV6432.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6432
 KV6432.The geoid height was determined by GEOID03.
 KV6432
 KV6432;                    North         East     Units Scale Factor Converg.
 KV6432;SPC NJ       -   138,896.471   120,505.100   MT  0.99991071   -0 13 21.7
 KV6432;SPC NJ       -   455,696.17    395,357.15   sFT  0.99991071   -0 13 21.7
 KV6432;SPC PA S     -    87,420.907   847,642.267   MT  0.99997986   +1 53 03.1
 KV6432;SPC PA S     -   286,813.43  2,780,973.00   sFT  0.99997986   +1 53 03.1
 KV6432;UTM  18      - 4,437,090.545   513,141.497   MT  0.99960213   +0 05 57.3
 KV6432
 KV6432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6432!SPC NJ       -   1.00000505  x   0.99991071  =   0.99991575
 KV6432!SPC PA S     -   1.00000505  x   0.99997986  =   0.99998490
 KV6432!UTM  18      -   1.00000505  x   0.99960213  =   0.99960717
 KV6432
 KV6432                          SUPERSEDED SURVEY CONTROL
 KV6432
 KV6432  NAD 83(1986)-  40 05 02.35671(N)    074 50 45.08579(W) AD(       ) 3
 KV6432
 KV6432.Superseded values are not recommended for survey control.
 KV6432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6432.See file dsdata.txt to determine how the superseded data were derived.
 KV6432
 KV6432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1314137091(NAD 83)
 KV6432_MARKER: DD = SURVEY DISK
 KV6432_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV6432_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KV6432_STAMPING: STATES 1972
 KV6432_MARK LOGO: USE   
 KV6432_PROJECTION: RECESSED 30 CENTIMETERS
 KV6432_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6432+SATELLITE: SATELLITE OBSERVATIONS - 1972
 KV6432_ROD/PIPE-DEPTH: 1    meters
 KV6432
 KV6432  HISTORY     - Date     Condition        Report By
 KV6432  HISTORY     - 1972     MONUMENTED       USE
 KV6432
 KV6432                          STATION DESCRIPTION
 KV6432
 KV6432'DESCRIBED BY US ENGINEERS 1972
 KV6432'THE STATION IS LOCATED ON THE S SIDE OF THE DELAWARE RIVER, ALONG THE
 KV6432'EASTERN BRANCH WHICH SURROUNDS BURLINGTON ISLAND, BURLINGTON BACK
 KV6432'CHANNEL.
 KV6432'TO REACH STATION PROCEED BY BOAT TO STATION AREA WHICH IS ABOUT 0.5 MI
 KV6432'E OF THE SW CORNER OF BURLINGTON ISLAND AND 0.2 NAUTICAL MI E OF THE
 KV6432'ENTRANCE TO ASSISCUNK CREEK TO STATION ON THE RIGHT.
 KV6432'STATION MARK IS A STANDARD CE DISK ATTACHED TO A 1 1/4 INCH DIA PIPE
 KV6432'WHICH IS SET 0.1 FT BELOW THE GROUND.  STATION IS ON THE PROPERTY OF
 KV6432'U.S. PIPE COMPANY.  IT IS LOCATED 2.84 M (9.3 FT) E OF THE CORNER OF
 KV6432'THE STEEL BULKHEAD, 1.9 M (6.2 FT) E OF THE NE CORNER OF THE PLATFORM
 KV6432'WHICH SUPPORTS A BEACON LIGHT, 30.67 M (100.6 FT) NW OF A PK NAIL SET
 KV6432'2.0 FT ABOVE THE GROUND IN A 36 INCH OAK TREE, AND 31.37 M (102.9 FT)
 KV6432'N OF A PK NAIL SET 2.0 FT ABOVE THE GROUND IN A 28 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5604 ***********************************************************************
 KV5604  DESIGNATION -  STATION A USE 1935
 KV5604  PID         -  KV5604
 KV5604  STATE/COUNTY-  NJ/BURLINGTON
 KV5604  USGS QUAD   -  BRISTOL (1981)
 KV5604
 KV5604                         *CURRENT SURVEY CONTROL
 KV5604  ___________________________________________________________________
 KV5604* NAD 83(1996)-  40 04 56.15308(N)    074 51 20.26946(W)     ADJUSTED  
 KV5604* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5604  ___________________________________________________________________
 KV5604  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 KV5604  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV5604
 KV5604  HORZ ORDER  -  THIRD
 KV5604
 KV5604.The horizontal coordinates were established by classical geodetic methods
 KV5604.and adjusted by the National Geodetic Survey in September 1999..
 KV5604
 KV5604.The orthometric height was scaled from a topographic map.
 KV5604
 KV5604.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5604
 KV5604.The geoid height was determined by GEOID03.
 KV5604
 KV5604;                    North         East     Units Scale Factor Converg.
 KV5604;SPC NJ       -   138,708.402   119,670.822   MT  0.99991132   -0 13 44.4
 KV5604;SPC NJ       -   455,079.15    392,620.02   sFT  0.99991132   -0 13 44.4
 KV5604;SPC PA S     -    87,202.279   846,815.411   MT  0.99998005   +1 52 40.2
 KV5604;SPC PA S     -   286,096.14  2,778,260.23   sFT  0.99998005   +1 52 40.2
 KV5604;UTM  18      - 4,436,897.850   512,308.546   MT  0.99960186   +0 05 34.6
 KV5604
 KV5604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5604!SPC NJ       -   1.00000505  x   0.99991132  =   0.99991637
 KV5604!SPC PA S     -   1.00000505  x   0.99998005  =   0.99998510
 KV5604!UTM  18      -   1.00000505  x   0.99960186  =   0.99960690
 KV5604
 KV5604:                Primary Azimuth Mark                     Grid Az
 KV5604:SPC NJ       -  BURLINGTON US PIPE TANK                  067 41 51.7
 KV5604:SPC PA S     -  BURLINGTON US PIPE TANK                  065 35 27.1
 KV5604:UTM  18      -  BURLINGTON US PIPE TANK                  067 22 32.7
 KV5604
 KV5604|---------------------------------------------------------------------|
 KV5604| PID    Reference Object                     Distance      Geod. Az  |
 KV5604|                                                           dddmmss.s |
 KV5604| KV5636 BURLINGTON US PIPE TANK             APPROX. 1.5 KM 0672807.3 |
 KV5604| KV5599 STATION B USE 1935                  APPROX. 0.5 KM 0871411.3 |
 KV5604| KV5607 BRISTOL MUNICIPAL TANK              APPROX. 1.7 KM 3570856.5 |
 KV5604|---------------------------------------------------------------------|
 KV5604
 KV5604                          SUPERSEDED SURVEY CONTROL
 KV5604
 KV5604  NAD 83(1986)-  40 04 56.15217(N)    074 51 20.27017(W) AD(       ) 3
 KV5604  NAD 27      -  40 04 55.75400(N)    074 51 21.67300(W) AD(       ) 3
 KV5604
 KV5604.Superseded values are not recommended for survey control.
 KV5604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5604.See file dsdata.txt to determine how the superseded data were derived.
 KV5604
 KV5604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1230936898(NAD 83)
 KV5604_MARKER: I = METAL ROD
 KV5604_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KV5604_SP_SET: OBJECT DRIVEN INTO GROUND
 KV5604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5604
 KV5604  HISTORY     - Date     Condition        Report By
 KV5604  HISTORY     - 1935     MONUMENTED       USE
 KV5604  HISTORY     - 1947     GOOD             CGS
 KV5604
 KV5604                          STATION DESCRIPTION
 KV5604
 KV5604'DESCRIBED BY US ENGINEERS 1935 (EBR)
 KV5604'IN BURLINGTON, ON PIER AT BURLINGTON WATER WORKS, 35.8 METERS
 KV5604'N OF NE CORNER WATER WORKS BUILDING, 6.7 METERS SE OF NW SIDE
 KV5604'OF PIER, 9.32 METERS S OF NE CORNER OF PIER.  A 3 1/2-FOOT
 KV5604'LENGTH OF 1 1/4-INCH PIPE DRIVEN FLUSH WITH THE GROUND.
 KV5604'
 KV5604'SUPPLEMENTAL SCHEME STATION.
 KV5604'
 KV5604'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV5604
 KV5604                          STATION RECOVERY (1947)
 KV5604
 KV5604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5604'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5604'ADEQUATE WITH THE FOLLOWING CHANGES--
 KV5604'
 KV5604'1.  CHANGE 6.7 METERS TO 6.55 METERS.
 KV5604'
 KV5604'2.  CHANGE 9.32 METERS TO 9.05 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5599 ***********************************************************************
 KV5599  DESIGNATION -  STATION B USE 1935
 KV5599  PID         -  KV5599
 KV5599  STATE/COUNTY-  NJ/BURLINGTON
 KV5599  USGS QUAD   -  BRISTOL (1981)
 KV5599
 KV5599                         *CURRENT SURVEY CONTROL
 KV5599  ___________________________________________________________________
 KV5599* NAD 83(1996)-  40 04 57.00917(N)    074 50 57.16099(W)     ADJUSTED  
 KV5599* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5599  ___________________________________________________________________
 KV5599  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 KV5599  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV5599
 KV5599  HORZ ORDER  -  THIRD
 KV5599
 KV5599.The horizontal coordinates were established by classical geodetic methods
 KV5599.and adjusted by the National Geodetic Survey in September 1999..
 KV5599
 KV5599.The orthometric height was scaled from a topographic map.
 KV5599
 KV5599.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5599
 KV5599.The geoid height was determined by GEOID03.
 KV5599
 KV5599;                    North         East     Units Scale Factor Converg.
 KV5599;SPC NJ       -   138,732.636   120,218.359   MT  0.99991092   -0 13 29.5
 KV5599;SPC NJ       -   455,158.66    394,416.40   sFT  0.99991092   -0 13 29.5
 KV5599;SPC PA S     -    87,246.629   847,361.724   MT  0.99998003   +1 52 55.2
 KV5599;SPC PA S     -   286,241.65  2,780,052.59   sFT  0.99998003   +1 52 55.2
 KV5599;UTM  18      - 4,436,925.152   512,855.769   MT  0.99960203   +0 05 49.5
 KV5599
 KV5599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5599!SPC NJ       -   1.00000505  x   0.99991092  =   0.99991596
 KV5599!SPC PA S     -   1.00000505  x   0.99998003  =   0.99998508
 KV5599!UTM  18      -   1.00000505  x   0.99960203  =   0.99960707
 KV5599
 KV5599:                Primary Azimuth Mark                     Grid Az
 KV5599:SPC NJ       -  BURLINGTON US PIPE TANK                  057 19 22.7
 KV5599:SPC PA S     -  BURLINGTON US PIPE TANK                  055 12 58.0
 KV5599:UTM  18      -  BURLINGTON US PIPE TANK                  057 00 03.7
 KV5599
 KV5599|---------------------------------------------------------------------|
 KV5599| PID    Reference Object                     Distance      Geod. Az  |
 KV5599|                                                           dddmmss.s |
 KV5599| KV5636 BURLINGTON US PIPE TANK             APPROX. 1.0 KM 0570553.2 |
 KV5599| KV5600 STATION C USE 1935                  355.882 METERS 05953     |
 KV5599| KV5607 BRISTOL MUNICIPAL TANK              APPROX. 1.8 KM 3393514.9 |
 KV5599|---------------------------------------------------------------------|
 KV5599
 KV5599                          SUPERSEDED SURVEY CONTROL
 KV5599
 KV5599  NAD 83(1986)-  40 04 57.00835(N)    074 50 57.16155(W) AD(       ) 3
 KV5599  NAD 27      -  40 04 56.61000(N)    074 50 58.56700(W) AD(       ) 3
 KV5599
 KV5599.Superseded values are not recommended for survey control.
 KV5599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5599.See file dsdata.txt to determine how the superseded data were derived.
 KV5599
 KV5599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1285636925(NAD 83)
 KV5599_MARKER: I = METAL ROD
 KV5599_SETTING: 0 = UNSPECIFIED SETTING
 KV5599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5599
 KV5599  HISTORY     - Date     Condition        Report By
 KV5599  HISTORY     - 1935     MONUMENTED       USE
 KV5599  HISTORY     - 1947     GOOD             CGS
 KV5599
 KV5599                          STATION DESCRIPTION
 KV5599
 KV5599'DESCRIBED BY US ENGINEERS 1935 (EBR)
 KV5599'IN E BURLINGTON, ON NW CORNER U.S. PIPE AND FOUNDRY COMPANY
 KV5599'PROPERTY, E OF ASSISCUNK CREEK MOUTH, 7.15 METERS E OF W SIDE
 KV5599'OF CONCRETE BULKHEAD, 1.30 METERS S OF N SIDE OF SAME.  A
 KV5599'5-FOOT LENGTH OF 1 1/4-INCH PIPE FLUSH WITH GROUND.
 KV5599'
 KV5599'SUPPLEMENTAL SCHEME STATION.
 KV5599'
 KV5599'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV5599
 KV5599                          STATION RECOVERY (1947)
 KV5599
 KV5599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5599'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5599'ADEQUATE WITH THE FOLLOWING CHANGES--
 KV5599'
 KV5599'1.  CHANGE 1.30 METERS TO 1.13 METERS.
 KV5599'
 KV5599'2.  CHANGE FLUSH WITH GROUND TO 6 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5600 ***********************************************************************
 KV5600  DESIGNATION -  STATION C USE 1935
 KV5600  PID         -  KV5600
 KV5600  STATE/COUNTY-  NJ/BURLINGTON
 KV5600  USGS QUAD   -  BRISTOL (1981)
 KV5600
 KV5600                         *CURRENT SURVEY CONTROL
 KV5600  ___________________________________________________________________
 KV5600* NAD 83(1996)-  40 05 02.79929(N)    074 50 44.16809(W)     ADJUSTED  
 KV5600* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5600  ___________________________________________________________________
 KV5600  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 KV5600  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV5600
 KV5600  HORZ ORDER  -  THIRD
 KV5600
 KV5600.The horizontal coordinates were established by classical geodetic methods
 KV5600.and adjusted by the National Geodetic Survey in September 1999..
 KV5600
 KV5600.The orthometric height was scaled from a topographic map.
 KV5600
 KV5600.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5600
 KV5600.The geoid height was determined by GEOID03.
 KV5600
 KV5600;                    North         East     Units Scale Factor Converg.
 KV5600;SPC NJ       -   138,910.004   120,526.850   MT  0.99991069   -0 13 21.1
 KV5600;SPC NJ       -   455,740.57    395,428.51   sFT  0.99991069   -0 13 21.1
 KV5600;SPC PA S     -    87,435.231   847,663.507   MT  0.99997985   +1 53 03.7
 KV5600;SPC PA S     -   286,860.42  2,781,042.69   sFT  0.99997985   +1 53 03.7
 KV5600;UTM  18      - 4,437,104.196   513,163.164   MT  0.99960213   +0 05 57.9
 KV5600
 KV5600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5600!SPC NJ       -   1.00000505  x   0.99991069  =   0.99991573
 KV5600!SPC PA S     -   1.00000505  x   0.99997985  =   0.99998489
 KV5600!UTM  18      -   1.00000505  x   0.99960213  =   0.99960717
 KV5600
 KV5600|---------------------------------------------------------------------|
 KV5600| PID    Reference Object                     Distance      Geod. Az  |
 KV5600|                                                           dddmmss.s |
 KV5600| KV5599 STATION B USE 1935                  355.877 METERS 23953     |
 KV5600| KV5607 BRISTOL MUNICIPAL TANK              APPROX. 1.8 KM 3281738.5 |
 KV5600|---------------------------------------------------------------------|
 KV5600
 KV5600                          SUPERSEDED SURVEY CONTROL
 KV5600
 KV5600  NAD 83(1986)-  40 05 02.79860(N)    074 50 44.16852(W) AD(       ) 3
 KV5600  NAD 27      -  40 05 02.40000(N)    074 50 45.57500(W) AD(       ) 3
 KV5600
 KV5600.Superseded values are not recommended for survey control.
 KV5600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5600.See file dsdata.txt to determine how the superseded data were derived.
 KV5600
 KV5600_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1316337104(NAD 83)
 KV5600_MARKER: H = DRILL HOLE
 KV5600_SETTING: 0 = UNSPECIFIED SETTING
 KV5600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5600
 KV5600  HISTORY     - Date     Condition        Report By
 KV5600  HISTORY     - 1935     MONUMENTED       USE
 KV5600  HISTORY     - 1947     SEE DESCRIPTION  CGS
 KV5600
 KV5600                          STATION DESCRIPTION
 KV5600
 KV5600'DESCRIBED BY US ENGINEERS 1935 (EBR)
 KV5600'IN E BURLINGTON, AT NW CORNER OF PIER ON PROPERTY OF U.S. PIPE
 KV5600'AND FOUNDRY COMPANY, 3.78 METERS E OF W SIDE OF PIER, 0.76 METER
 KV5600'S OF N SIDE, AND 1.83 METERS N OF N RAIL OF TRACKS.  A SMALL
 KV5600'DRILL HOLE IN THE EYEBOLT OF THE WESTERNMOST SNUBBING POST ON
 KV5600'THE PIER.
 KV5600'
 KV5600'SUPPLEMENTAL SCHEME STATION.
 KV5600'
 KV5600'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV5600
 KV5600                          STATION RECOVERY (1947)
 KV5600
 KV5600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5600'STATION RECOVERED.  THE EYEBOLT HAS BEEN BROKEN OFF, BUT THE
 KV5600'REMAINING STEM WHICH WAS DIRECTLY BENEATH THE DRILL HOLE
 KV5600'REMAINS.  THE FOLLOWING CHANGES MAKE THE 1935 DESCRIPTION
 KV5600'INADEQUATE FOR PRESENT DAY RECOVERY--
 KV5600'
 KV5600'1.  THE EYEBOLT HAS BEEN BROKEN OFF AND THE BROKEN STEM IS
 KV5600'NOW FLUSH WITH THE POST TOP.
 KV5600'
 KV5600'2.  THE PIER HAS BEEN REPLACED BY A SHEET-PILING BULKHEAD
 KV5600'WHICH IS RIVERWARD OF THE OLD WOODEN PIER REMAINS.  THE OLD
 KV5600'WOODEN PIER IS COVERED WITH SEVERAL INCHES OF EARTH.
 KV5600'
 KV5600'A COMPLETE NEW DESCRIPTION IS AS FOLLOWS--
 KV5600'
 KV5600'IN E BURLINGTON, ON PROPERTY OF U.S. PIPE AND FOUNDRY COMPANY,
 KV5600'NEAR THE FIRST ANGLE FROM THE W END OF A SHEET PILING BULKHEAD,
 KV5600'26.9 METERS E OF ANGLE IN BULKHEAD (RED NAVIGATION LIGHT ATOP A
 KV5600'10-FOOT SKELETON STEEL STRUCTURE AT BEND IN BULKHEAD), 2.07
 KV5600'METERS SHOREWARD FROM THE OUTSIDE EDGE OF BULKHEAD, AND 1.83
 KV5600'METERS RIVERWARD OF THE RIVERWARD RAIL OF RAILROAD SIDING.
 KV5600'
 KV5600'CENTER OF BROKEN BOLT STEM WHICH IS FLUSH WITH THE TOP OF THE
 KV5600'MOST W SNUBBING POST OF THE WHARF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5640 ***********************************************************************
 KV5640  DESIGNATION -  STATION D USE 1935
 KV5640  PID         -  KV5640
 KV5640  STATE/COUNTY-  NJ/BURLINGTON
 KV5640  USGS QUAD   -  BRISTOL (1981)
 KV5640
 KV5640                         *CURRENT SURVEY CONTROL
 KV5640  ___________________________________________________________________
 KV5640* NAD 83(1996)-  40 05 10.06074(N)    074 50 30.86123(W)     ADJUSTED  
 KV5640* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5640  ___________________________________________________________________
 KV5640  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 KV5640  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV5640
 KV5640  HORZ ORDER  -  SECOND
 KV5640
 KV5640.The horizontal coordinates were established by classical geodetic methods
 KV5640.and adjusted by the National Geodetic Survey in September 1999..
 KV5640
 KV5640.The orthometric height was scaled from a topographic map.
 KV5640
 KV5640.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5640
 KV5640.The geoid height was determined by GEOID03.
 KV5640
 KV5640;                    North         East     Units Scale Factor Converg.
 KV5640;SPC NJ       -   139,132.732   120,842.938   MT  0.99991046   -0 13 12.6
 KV5640;SPC NJ       -   456,471.30    396,465.54   sFT  0.99991046   -0 13 12.6
 KV5640;SPC PA S     -    87,669.446   847,971.214   MT  0.99997962   +1 53 12.3
 KV5640;SPC PA S     -   287,628.84  2,782,052.22   sFT  0.99997962   +1 53 12.3
 KV5640;UTM  18      - 4,437,328.627   513,477.898   MT  0.99960224   +0 06 06.5
 KV5640
 KV5640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5640!SPC NJ       -   1.00000505  x   0.99991046  =   0.99991550
 KV5640!SPC PA S     -   1.00000505  x   0.99997962  =   0.99998466
 KV5640!UTM  18      -   1.00000505  x   0.99960224  =   0.99960728
 KV5640
 KV5640                          SUPERSEDED SURVEY CONTROL
 KV5640
 KV5640  NAD 83(1986)-  40 05 10.06045(N)    074 50 30.86120(W) AD(       ) 2
 KV5640  NAD 27      -  40 05 09.66200(N)    074 50 32.26700(W) AD(       ) 2
 KV5640
 KV5640.Superseded values are not recommended for survey control.
 KV5640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5640.See file dsdata.txt to determine how the superseded data were derived.
 KV5640
 KV5640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1347837329(NAD 83)
 KV5640_MARKER: T = CHISELED TRIANGLE
 KV5640_SETTING: 0 = UNSPECIFIED SETTING
 KV5640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5640
 KV5640  HISTORY     - Date     Condition        Report By
 KV5640  HISTORY     - 1935     MONUMENTED       USE
 KV5640  HISTORY     - 1947     GOOD             CGS
 KV5640
 KV5640                          STATION DESCRIPTION
 KV5640
 KV5640'DESCRIBED BY US ENGINEERS 1935 (EBR)
 KV5640'IN E BURLINGTON, ON PROPERTY OF U.S. PIPE AND FOUNDRY COMPANY,
 KV5640'141.5 METERS W OF W SIDE OF ELEVATED CRANEWAY, 0.74 METER S OF
 KV5640'OUTER EDGE OF WOODEN BULKHEAD, 16.01 METERS W OF AN ARROW CUT
 KV5640'IN TOP OF W END OF A CONCRETE BULKHEAD, 0.25 METER N OF N RAIL
 KV5640'OF TRACK, 7.35 METERS W OF SWITCH STAND.  A TRIANGLE CUT IN TOP
 KV5640'OF OLD MOORING POST ABOUT FLUSH WITH GROUND.
 KV5640'
 KV5640'POSITION DETERMINED BY TIE TO STATION IRON.
 KV5640'
 KV5640'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV5640
 KV5640                          STATION RECOVERY (1947)
 KV5640
 KV5640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5640'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5640'ADEQUATE WITH THE FOLLOWING CHANGES--
 KV5640'
 KV5640'1.  CHANGE 0.74 METER TO 1.95 METERS.
 KV5640'
 KV5640'2.  CHANGE WOODEN BULKHEAD TO SHEET-PILING BULKHEAD.
 KV5640'
 KV5640'3.  CHANGE 16.01 METERS TO 17.85 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5645 ***********************************************************************
 KV5645  DESIGNATION -  STATION E USE 1935
 KV5645  PID         -  KV5645
 KV5645  STATE/COUNTY-  NJ/BURLINGTON
 KV5645  USGS QUAD   -  BRISTOL (1981)
 KV5645
 KV5645                         *CURRENT SURVEY CONTROL
 KV5645  ___________________________________________________________________
 KV5645* NAD 83(1996)-  40 05 19.00849(N)    074 50 22.00410(W)     ADJUSTED  
 KV5645* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5645  ___________________________________________________________________
 KV5645  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 KV5645  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV5645
 KV5645  HORZ ORDER  -  SECOND
 KV5645
 KV5645.The horizontal coordinates were established by classical geodetic methods
 KV5645.and adjusted by the National Geodetic Survey in September 1999..
 KV5645
 KV5645.The orthometric height was scaled from a topographic map.
 KV5645
 KV5645.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5645
 KV5645.The geoid height was determined by GEOID03.
 KV5645
 KV5645;                    North         East     Units Scale Factor Converg.
 KV5645;SPC NJ       -   139,407.881   121,053.802   MT  0.99991031   -0 13 06.9
 KV5645;SPC NJ       -   457,374.02    397,157.35   sFT  0.99991031   -0 13 06.9
 KV5645;SPC PA S     -    87,952.181   848,171.833   MT  0.99997935   +1 53 18.1
 KV5645;SPC PA S     -   288,556.45  2,782,710.42   sFT  0.99997935   +1 53 18.1
 KV5645;UTM  18      - 4,437,604.872   513,687.148   MT  0.99960231   +0 06 12.2
 KV5645
 KV5645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5645!SPC NJ       -   1.00000505  x   0.99991031  =   0.99991536
 KV5645!SPC PA S     -   1.00000505  x   0.99997935  =   0.99998440
 KV5645!UTM  18      -   1.00000505  x   0.99960231  =   0.99960735
 KV5645
 KV5645                          SUPERSEDED SURVEY CONTROL
 KV5645
 KV5645  NAD 83(1986)-  40 05 19.00821(N)    074 50 22.00419(W) AD(       ) 2
 KV5645  NAD 27      -  40 05 18.61000(N)    074 50 23.41000(W) AD(       ) 2
 KV5645
 KV5645.Superseded values are not recommended for survey control.
 KV5645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5645.See file dsdata.txt to determine how the superseded data were derived.
 KV5645
 KV5645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1368737605(NAD 83)
 KV5645_MARKER: I = METAL ROD
 KV5645_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KV5645_SP_SET: OBJECT DRIVEN INTO GROUND
 KV5645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5645
 KV5645  HISTORY     - Date     Condition        Report By
 KV5645  HISTORY     - 1935     MONUMENTED       USE
 KV5645  HISTORY     - 1947     GOOD             CGS
 KV5645
 KV5645                          STATION DESCRIPTION
 KV5645
 KV5645'DESCRIBED BY US ENGINEERS 1935 (EBR)
 KV5645'IN E BURLINGTON, NEAR NE CORNER OF PROPERTY OF U.S. PIPE AND
 KV5645'FOUNDRY COMPANY, 1.73 METERS S OF CORNER OF CONCRETE BULKHEAD,
 KV5645'20.05 METERS W OF E END OF A CONCRETE BULKHEAD, 1.52 METERS E OF
 KV5645'A MOORING POST.  A 5 1/2-FOOT LENGTH OF 1 1/4-INCH PIPE DRIVEN
 KV5645'FLUSH WITH THE GROUND.
 KV5645'
 KV5645'POSITION DETERMINED BY TIE TO STATION IRON.
 KV5645'
 KV5645'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 KV5645
 KV5645                          STATION RECOVERY (1947)
 KV5645
 KV5645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5645'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5645'ADEQUATE WITH THE FOLLOWING CHANGE--
 KV5645'
 KV5645'CHANGE 1.73 METERS TO 1.55 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0789 ***********************************************************************
 KU0789  DESIGNATION -  STATION ELEVEN 2
 KU0789  PID         -  KU0789
 KU0789  STATE/COUNTY-  NJ/MONMOUTH
 KU0789  USGS QUAD   -  LONG BRANCH (1981)
 KU0789
 KU0789                         *CURRENT SURVEY CONTROL
 KU0789  ___________________________________________________________________
 KU0789* NAD 83(1996)-  40 20 31.15898(N)    073 58 27.17001(W)     ADJUSTED  
 KU0789* NAVD 88     -         1.493  (meters)       4.90   (feet)  ADJUSTED  
 KU0789  ___________________________________________________________________
 KU0789  X           -   1,343,960.437 (meters)                     COMP
 KU0789  Y           -  -4,678,998.407 (meters)                     COMP
 KU0789  Z           -   4,106,981.913 (meters)                     COMP
 KU0789  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 KU0789  ELLIP HEIGHT-         -31.18  (meters)          (10/23/02) GPS OBS
 KU0789  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KU0789  DYNAMIC HT  -           1.493 (meters)       4.90  (feet)  COMP
 KU0789  MODELED GRAV-     980,177.0   (mgal)                       NAVD 88
 KU0789
 KU0789  HORZ ORDER  -  FIRST
 KU0789  VERT ORDER  -  FIRST     CLASS II
 KU0789  ELLP ORDER  -  FOURTH    CLASS I
 KU0789
 KU0789.The horizontal coordinates were established by GPS observations
 KU0789.and adjusted by the National Geodetic Survey in May 1999..
 KU0789
 KU0789.The orthometric height was determined by differential leveling
 KU0789.and adjusted by the National Geodetic Survey in March 2001..
 KU0789
 KU0789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KU0789
 KU0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU0789
 KU0789.The ellipsoidal height was determined by GPS observations
 KU0789.and is referenced to NAD 83.
 KU0789
 KU0789.The geoid height was determined by GEOID03.
 KU0789
 KU0789.The dynamic height is computed by dividing the NAVD 88
 KU0789.geopotential number by the normal gravity value computed on the
 KU0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0789.degrees latitude (g = 980.6199 gals.).
 KU0789
 KU0789.The modeled gravity was interpolated from observed gravity values.
 KU0789
 KU0789;                    North         East     Units Scale Factor Converg.
 KU0789;SPC NJ       -   167,616.997   194,669.750   MT  0.99992455   +0 20 25.3
 KU0789;SPC NJ       -   549,923.43    638,679.00   sFT  0.99992455   +0 20 25.3
 KU0789;UTM  18      - 4,466,220.628   587,123.178   MT  0.99969343   +0 39 50.7
 KU0789
 KU0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU0789!SPC NJ       -   1.00000489  x   0.99992455  =   0.99992944
 KU0789!UTM  18      -   1.00000489  x   0.99969343  =   0.99969832
 KU0789
 KU0789|---------------------------------------------------------------------|
 KU0789| PID    Reference Object                     Distance      Geod. Az  |
 KU0789|                                                           dddmmss.s |
 KU0789| AI5214 MONMOUTH BCH NJMP WIND VANE          18.432 METERS 00825     |
 KU0789| KU0788 STA 11 RM 1                          19.009 METERS 01056     |
 KU0789| KU0792 STATION ELEVEN 2 AZ MK              447.430 METERS 1775909.4 |
 KU0789| KU2777 LONG BRANCH CH OF SEA CROSS         APPROX. 4.5 KM 1892300.9 |
 KU0789| KU2771 LONG BRANCH J C P AND L CO STK      APPROX. 3.8 KM 1923915.9 |
 KU0789| KU2061 STATION ELEVEN 2 RM 3                18.432 METERS 23520     |
 KU0789| KU2765 MONMOUTH BEACH CG RADIO TOWER        57.635 METERS 32822     |
 KU0789| KU2779 RUMSON HOLY CROSS SPIRE             APPROX. 2.8 KM 3492509.9 |
 KU0789| KU2766 MONMOUTH BEACH CG CUPOLA             35.144 METERS 35350     |
 KU0789|---------------------------------------------------------------------|
 KU0789
 KU0789                          SUPERSEDED SURVEY CONTROL
 KU0789
 KU0789  ELLIP H (05/14/99)  -31.19   (m)                       GP(       ) 4 1
 KU0789  NAD 83(1992)-  40 20 31.15869(N)    073 58 27.17108(W) AD(       ) 1
 KU0789  ELLIP H (09/14/94)  -31.23   (m)                       GP(       ) 3 1
 KU0789  NAD 83(1986)-  40 20 31.15712(N)    073 58 27.16552(W) AD(       ) 2
 KU0789  NAD 27      -  40 20 30.75910(N)    073 58 28.67540(W) AD(       ) 2
 KU0789  NAVD 88 (01/25/94)    1.495  (m)            4.90   (f) UNKNOWN     1 1
 KU0789  NAVD 88 (06/15/91)    1.499  (m)            4.92   (f) UNKNOWN     1 1
 KU0789  NGVD 29 (04/16/92)    1.813  (m)            5.95   (f) ADJUSTED    1 1
 KU0789
 KU0789.Superseded values are not recommended for survey control.
 KU0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0789.See file dsdata.txt to determine how the superseded data were derived.
 KU0789
 KU0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8712366221(NAD 83)
 KU0789_MARKER: DS = TRIANGULATION STATION DISK
 KU0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0789_SP_SET: CONCRETE POST
 KU0789_STAMPING: STATION ELEVEN 2 1962
 KU0789_MARK LOGO: CGS   
 KU0789_PROJECTION: FLUSH
 KU0789_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0789+STABILITY: SURFACE MOTION
 KU0789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU0789+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2006
 KU0789
 KU0789  HISTORY     - Date     Condition        Report By
 KU0789  HISTORY     - 1962     MONUMENTED       CGS
 KU0789  HISTORY     - 1964     GOOD             CGS
 KU0789  HISTORY     - 1964     GOOD             NGS
 KU0789  HISTORY     - 1979     GOOD             NGS
 KU0789  HISTORY     - 1981     GOOD             NOS
 KU0789  HISTORY     - 1988     GOOD             NOSAMC
 KU0789  HISTORY     - 19881104 GOOD             NJGS
 KU0789  HISTORY     - 19930811 GOOD             NJGS
 KU0789  HISTORY     - 19960906 GOOD             NJGS
 KU0789  HISTORY     - 19970114 GOOD             STEWRT
 KU0789  HISTORY     - 19990320 GOOD             USPSQD
 KU0789  HISTORY     - 20030110 GOOD             NJGS
 KU0789  HISTORY     - 20060711 GOOD             AASCO
 KU0789
 KU0789                          STATION DESCRIPTION
 KU0789
 KU0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KU0789'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTH OF LONG BRANCH,
 KU0789'ON THE WEST SIDE OF OCEAN AVE. AT THE MONMOUTH COAST GUARD
 KU0789'STATION.  IT IS 66 FEET WEST OF THE CENTERLINE OF OCEAN AVE., 86
 KU0789'FEET SOUTH OF THE SOUTHEAST CORNER OF THE COAST GUARD STATION
 KU0789'BUILDING, 58 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A LARGE
 KU0789'BOAT SHED, 55 FEET SOUTH OF THE SOUTHWEST LEG OF A FLAG POLE, AND
 KU0789'25 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY.  THE MONUMENT IS
 KU0789'FLUSH AND THE DISK IS STAMPED STATION ELEVEN 2 1962.
 KU0789'
 KU0789'TO REACH FROM THE CITY HALL IN LONG BRANCH, GO EAST ON NORTH
 KU0789'BROADWAY FOR 0.8 MILES TO THE JUNCTION WITH OCEAN AVE.  TURN
 KU0789'LEFT AND GO NORTHERLY ON OCEAN AVE. FOR 2.4 MILES TO THE
 KU0789'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON OCEAN AVE. FOR
 KU0789'0.3 MILE TO THE COAST GUARD STATION AND THE STATION ON THE LEFT.
 KU0789'
 KU0789'REFERENCE MARK 1 WAS USED AS A REFERENCE MARK TO TRIANGULATION
 KU0789'STATION STATION ELEVEN, WHICH HAS BEEN DESTROYED.  IT IS A
 KU0789'STANDARD DISK STAMPED U.S.E. STA 11 1934 NO 1 SET IN THE TOP
 KU0789'OF A 7 X 7 INCH CONCRETE POST THAT IS FLUSH WITH THE GROUND, AND
 KU0789'IS SET UNDER THE EAST SIDE OF THE FLAG POLE TOWER.  IT IS 54
 KU0789'FEET WEST OF THE CENTERLINE OF OCEAN AVE., 31 FEET SOUTHEAST OF
 KU0789'THE SOUTHEAST CORNER OF THE COAST GUARD BUILDING, 4.5 FEET
 KU0789'SOUTHWEST OF THE NORTHEAST LEG OF THE FLAG POLE TOWER.
 KU0789'
 KU0789'REFERENCE MARK 3 IS 34 FEET NORTH OF A RAIL FENCE, 2 FEET
 KU0789'SOUTHEAST OF A WITNESS POST, AND 1 FOOT NORTHEAST OF THE
 KU0789'SOUTHEAST CORNER OF THE BOAT SHED.  THE MONUMENT PROJECTS 2
 KU0789'INCHES AND THE DISK IS STAMPED STATION ELEVEN 2 NO 3 1962.
 KU0789'
 KU0789'THE AZIMUTH MARK IS A STANDARD DISK STAMPED STATION ELEVEN 2
 KU0789'1962, CEMENTED IN A DRILLED HOLE IN THE EAST SIDEWALK OF OCEAN
 KU0789'AVE., ON THE WEST SIDE OF A LARGE SEA WALL.  IT IS 10 FEET EAST
 KU0789'OF THE EAST CURB OF OCEAN AVE., AND 6 INCHES WEST OF THE SEA WALL.
 KU0789'
 KU0789'HEIGHT OF LIGHT ABOVE STATION MARK 22.13 METERS.
 KU0789
 KU0789                          STATION RECOVERY (1964)
 KU0789
 KU0789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RG)
 KU0789'THE STATION MARK, RM 1, RM 3 AND THE AZIMUTH MARK WERE RECOVERED
 KU0789'IN GOOD CONDITION.
 KU0789'
 KU0789'THE STATION CAN BE REACHED BY GOING 1.65 MILES SOUTH ALONG
 KU0789'OCEAN AVENUE FROM THE POST OFFICE AT SEA BRIGHT, AT THE ABANDONED
 KU0789'COAST GUARD STATION.
 KU0789'
 KU0789'THE STATION IS SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 KU0789'WITH THE GROUND AND ABOUT LEVEL WITH OCEAN AVENUE, 66.5 FEET
 KU0789'WEST OF THE CENTER LINE OF OCEAN AVENUE, 62.5 FEET SOUTH OF RM 1,
 KU0789'60.5 FEET NORTHEAST OF RM 3, 33.0 FEET WEST OF A PIPE FENCE.
 KU0789'
 KU0789'RM 1 IS 62.5 FEET NORTH OF STATION ELEVEN 2, 54.0 FEET WEST OF
 KU0789'CENTER LINE OF OCEAN AVENUE, 31.0 FEET SOUTHEAST OF THE SOUTHEAST
 KU0789'CORNER OF COAST GUARD STATION, ABOUT LEVEL WITH OCEAN AVENUE
 KU0789'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 KU0789'GROUND.
 KU0789'
 KU0789'RM 3 IS 116.0 FEET WEST OF CENTER LINE OF OCEAN AVENUE, 64.5
 KU0789'FEET SOUTH OF THE NORTHEAST CORNER OF BUILDING, 60.5 FEET
 KU0789'SOUTHEAST OF STATION ELEVEN 2, 1.5 FEET NORTHEAST OF THE
 KU0789'SOUTHEAST CORNER OF BUILDING, 1.6 FEET SOUTHEAST OF A METAL
 KU0789'WITNESS POST AND IS SET IN THE TOP OF A CONCRETE POST WHICH
 KU0789'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 KU0789'
 KU0789'THE AZIMUTH MARK IS 0.3 MILE SOUTH ALONG OCEAN AVENUE FROM THE
 KU0789'OLD ABANDONED COAST GUARD STATION, 35.0 FEET EAST OF THE CENTER
 KU0789'LINE OF OCEAN AVENUE, 10.0 FEET EAST OF THE WEST EDGE OF CURB,
 KU0789'0.6 FOOT WEST OF THE WEST EDGE OF SEA WALL, ABOUT LEVEL WITH
 KU0789'OCEAN AVENUE AND IS SET NEAR THE EDGE OF THE SIDEWALK.
 KU0789
 KU0789                          STATION RECOVERY (1964)
 KU0789
 KU0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU0789'AT MONMOUTH BEACH.
 KU0789'AT MONMOUTH BEACH, AT THE OLD ABANDONED COAST GUARD STATION,
 KU0789'66.5 FEET WEST OF THE CENTER LINE OF OCEAN AVENUE, 62.5 FEET
 KU0789'SOUTH OF RM 1, 60.5 FEET NORTHEAST OF RM 3, 33.0 FEET WEST OF
 KU0789'A PIPE FENCE, ABOUT LEVEL WITH OCEAN AVENUE AND SET IN THE TOP
 KU0789'OF A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 KU0789'NOTE-- THIS MARK CAN BE REACHED BY GOING 1.65 MILE SOUTH ALONG
 KU0789'OCEAN AVENUE FROM THE POST OFFICE AT SEA BRIGHT.
 KU0789
 KU0789                          STATION RECOVERY (1979)
 KU0789
 KU0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KU0789'RECOVERED IN GOOD CONDITION.
 KU0789
 KU0789                          STATION RECOVERY (1981)
 KU0789
 KU0789'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 KU0789'STATION, REFERENCE MARK 1, REFERENCE MARK 3, AND AZIMUTH MARK ALL
 KU0789'RECOVERED AS DESCRIBED IN GOOD CONDITION.  DISTANCE TO MARKS
 KU0789'VERIFIED.
 KU0789'
 KU0789'RECOVERED BY P. WALBOLT.
 KU0789
 KU0789                          STATION RECOVERY (1988)
 KU0789
 KU0789'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KU0789'THE STATION WAS RECOVERED IN GOOD CONDITION. REFERENCE MARK 1 AND THE
 KU0789'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 KU0789
 KU0789                          STATION RECOVERY (1988)
 KU0789
 KU0789'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KU0789'AT MONMOUTH BEACH, AT THE EASILY RECOGNIZABLE OLD COAST GUARD STATION
 KU0789'NOW OCCUPIED BY THE STATE POLICE WHO WILL SHORTLY ABANDON IT TO THE
 KU0789'LOCAL HISTORICAL SOCIETY. THE STATION IS LOCATED IN A DIRT PARKING
 KU0789'AREA SOUTH OF THE STATION SOUTH ENTRANCE PAVED DRIVEWAY, 17.1 M
 KU0789'(56.10 FT) SOUTH OF THE SOUTHWEST LEG OF A FOUR LEGGED TOWER, 20.3 M
 KU0789'(66.60 FT) WEST OF THE CENTERLINE OF OCEAN AVENUE, STATE ROUTE 36,
 KU0789'11.43 M (37.50 FT) SOUTHWEST OF THE END POST OF A FENCE, 11.0 M
 KU0789'(36.09 FT) WEST OF THE BACK EDGE OF A SIDEWALK, 18.995 M (62.319 FT)
 KU0789'SOUTH OF REFERENCE MARK 3 AND ABOUT FLUSH WITH THE GROUND, A BAG OF
 KU0789'CONCRETE WAS CIRCLED AROUND THE MARK TO ALLOW FOR OCCUPATION AS THE
 KU0789'STATION IS IN A LOW SPOT WHICH DOES NOT PERCOLATE.
 KU0789
 KU0789                          STATION RECOVERY (1993)
 KU0789
 KU0789'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KU0789'THE STATION IS LOCATED IN MONMOUTH BEACH, ON THE GROUNDS OF THE FORMER
 KU0789'U.S. COAST GUARD STATION, NOW CURRENTLY USED BY THE STATE OF N.J.
 KU0789'MARINE POLICE, ON THE WEST SIDE OF OCEAN AVENUE, STATE ROUTE 35. TO
 KU0789'REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 36, OCEAN AVENUE,
 KU0789'AND COUNTY ROAD 520, JUST EAST OF THE DRAWBRIDGE SPANNING THE
 KU0789'SHREWSBURY RIVER, GO 1.6 MI (2.6 KM) SOUTH ON ROUTE 36 TO THE STATION
 KU0789'ON THE RIGHT.  THE STATION IS LOCATED IN A DIRT PARKING AREA SOUTH OF
 KU0789'THE PAVED SOUTH ENTRANCE DRIVE.  THE STATION IS 17.1 M (56.1 FT)
 KU0789'SOUTH FROM THE SOUTHWEST LEG OF A FOUR LEGGED STEEL TOWER, 20.3 M
 KU0789'(66.6 FT) WEST FROM THE CENTERLINE OF OCEAN AVENUE, STATE ROUTE 36,
 KU0789'11.4 M (37.4 FT) SOUTHWEST FROM THE END POST OF A FENCE, 11.0 M
 KU0789'(36.1 FT) WEST FROM THE WEST EDGE OF A SIDEWALK, 19.2 M (63.0 FT)
 KU0789'SOUTH SOUTHWEST FROM REFERENCE MARK NUMBER 1, USE STA 11 1934 NO 1,
 KU0789'UNDER THE FLAG TOWER, 17.7 M (58.1 FT) SOUTHEAST OF THE NORTHEAST
 KU0789'CORNER OF THE GARAGE, 18.9 M (62.0 FT) NORTHEAST OF THE SOUTHEAST
 KU0789'CORNER OF THE GARAGE, 26.2 M (86.0 FT) SOUTH SOUTHEAST OF THE
 KU0789'SOUTHEAST CORNER OF THE COAST GUARD HOUSE, 0.03 M (0.10 FT) BELOW THE
 KU0789'GROUND.
 KU0789
 KU0789                          STATION RECOVERY (1996)
 KU0789
 KU0789'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KU0789'RECOVERED AS DESCRIBED.
 KU0789
 KU0789                          STATION RECOVERY (1997)
 KU0789
 KU0789'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1997 (SDE)
 KU0789'RECOVERED AS DESCRIBED.
 KU0789
 KU0789                          STATION RECOVERY (1999)
 KU0789
 KU0789'RECOVERY NOTE BY US POWER SQUADRON 1999
 KU0789'RECOVERED IN GOOD CONDITION.
 KU0789
 KU0789                          STATION RECOVERY (2003)
 KU0789
 KU0789'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (SJM)
 KU0789'THE COAST GUARD HOUSE IS NOW CALLED THE MONMOTH BEACH CULTURAL CENTER.
 KU0789'THE GARAGE MENTIONED IN THE PREVIOUS RECOVERY HAS BEEN RAZED.  THE
 KU0789'STATION IS 16.0 METERS SOUTHWEST FROM A FIRE HYDRANT AND 25.1 METERS
 KU0789'NORTH NORTHEAST FROM THE NORTHEAST CORNER OF HOUSE NUMBER 124 OCEAN
 KU0789'AVENUE.
 KU0789
 KU0789                          STATION RECOVERY (2006)
 KU0789
 KU0789'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KU0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0792 ***********************************************************************
 KU0792  DESIGNATION -  STATION ELEVEN 2 AZ MK
 KU0792  PID         -  KU0792
 KU0792  STATE/COUNTY-  NJ/MONMOUTH
 KU0792  USGS QUAD   -  LONG BRANCH (1981)
 KU0792
 KU0792                         *CURRENT SURVEY CONTROL
 KU0792  ___________________________________________________________________
 KU0792* NAD 83(1996)-  40 20 16.66207(N)    073 58 26.50379(W)     ADJUSTED  
 KU0792* NAVD 88     -         2.388  (meters)       7.83   (feet)  ADJUSTED  
 KU0792  ___________________________________________________________________
 KU0792  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 KU0792  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KU0792  DYNAMIC HT  -           2.387 (meters)       7.83  (feet)  COMP
 KU0792  MODELED GRAV-     980,176.8   (mgal)                       NAVD 88
 KU0792
 KU0792  HORZ ORDER  -  SECOND
 KU0792  VERT ORDER  -  FIRST     CLASS II
 KU0792
 KU0792.The horizontal coordinates were established by classical geodetic methods
 KU0792.and adjusted by the National Geodetic Survey in September 1999..
 KU0792
 KU0792.The orthometric height was determined by differential leveling
 KU0792.and adjusted by the National Geodetic Survey in March 2001..
 KU0792.No vertical observational check was made to the station.
 KU0792
 KU0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU0792
 KU0792.The geoid height was determined by GEOID03.
 KU0792
 KU0792.The dynamic height is computed by dividing the NAVD 88
 KU0792.geopotential number by the normal gravity value computed on the
 KU0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0792.degrees latitude (g = 980.6199 gals.).
 KU0792
 KU0792.The modeled gravity was interpolated from observed gravity values.
 KU0792
 KU0792;                    North         East     Units Scale Factor Converg.
 KU0792;SPC NJ       -   167,169.979   194,688.129   MT  0.99992457   +0 20 25.7
 KU0792;SPC NJ       -   548,456.84    638,739.30   sFT  0.99992457   +0 20 25.7
 KU0792;UTM  18      - 4,465,773.824   587,144.078   MT  0.99969348   +0 39 50.9
 KU0792
 KU0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU0792!SPC NJ       -   1.00000475  x   0.99992457  =   0.99992932
 KU0792!UTM  18      -   1.00000475  x   0.99969348  =   0.99969823
 KU0792
 KU0792                          SUPERSEDED SURVEY CONTROL
 KU0792
 KU0792  NAD 83(1986)-  40 20 16.65896(N)    073 58 26.54214(W) AD(       ) 2
 KU0792  NAVD 88 (06/15/91)    2.439  (m)            8.00   (f) UNKNOWN     1 1
 KU0792  NGVD 29 (04/16/92)    2.759  (m)            9.05   (f) ADJUSTED    1 1
 KU0792
 KU0792.Superseded values are not recommended for survey control.
 KU0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0792.See file dsdata.txt to determine how the superseded data were derived.
 KU0792
 KU0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8714465774(NAD 83)
 KU0792_MARKER: DZ = AZIMUTH MARK DISK
 KU0792_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KU0792_SP_SET: SIDEWALK
 KU0792_STAMPING: STATION ELEVEN 2 1962
 KU0792_MARK LOGO: CGS   
 KU0792_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU0792+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1998
 KU0792
 KU0792  HISTORY     - Date     Condition        Report By
 KU0792  HISTORY     - 1962     MONUMENTED       CGS
 KU0792  HISTORY     - 1964     GOOD             NGS
 KU0792  HISTORY     - 1979     MARK NOT FOUND   NGS
 KU0792  HISTORY     - 1985     POOR             LOCENG
 KU0792  HISTORY     - 19890114 GOOD             NJGS
 KU0792  HISTORY     - 19980709 GOOD             NJGS
 KU0792  HISTORY     - 19990320 GOOD             USPSQD
 KU0792
 KU0792                          STATION DESCRIPTION
 KU0792
 KU0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KU0792'0.3 MI S FROM MONMOUTH BEACH.
 KU0792'0.3 MILE SOUTH ALONG OCEAN AVENUE FROM THE OLD ABANDONED COAST
 KU0792'GUARD STATION, 35.0 FEET EAST OF THE CENTER LINE OF OCEAN AVENUE,
 KU0792'10.0 FEET EAST OF THE WEST EDGE OF CURB, 0.6 FOOT WEST OF THE
 KU0792'WEST EDGE OF SEA WALL, ABOUT LEVEL WITH OCEAN AVENUE AND IS SET
 KU0792'NEAR THE EAST EDGE OF SIDEWALK.  NOTE-- THIS MARK CAN BE REACHED
 KU0792'BY GOING 1.95 MILES SOUTH ALONG OCEAN AVENUE FROM THE POST OFFICE
 KU0792'AT SEA BRIGHT.
 KU0792
 KU0792                          STATION RECOVERY (1979)
 KU0792
 KU0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KU0792'CONSIDERED DESTROYED AS SEA WALL HAS BEEN ADDED.
 KU0792
 KU0792                          STATION RECOVERY (1985)
 KU0792
 KU0792'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (RFK)
 KU0792'STATION ELEVEN 2 1962 AZ MK FOUND POOR.
 KU0792'
 KU0792'DISK IS SUSPECT OF MOVEMENT DUE TO THE PERIODIC WAVE ACTION OVER
 KU0792'THE SEAWALL.  MANY SECTIONS OF CONCRETE SIDEWALK IN VICINITY OF
 KU0792'MARK HAVE HEAVED UP AND DOWN, ALONG WITH VISIBLE CRACKING.
 KU0792
 KU0792                          STATION RECOVERY (1989)
 KU0792
 KU0792'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KU0792'THE STATION IS LOCATED ABOUT 0.48 KM (0.77 MI) SOUTH OF THE OLD COAST
 KU0792'GUARD STATION IN MONMOUTH BEACH ALONG THE EAST SIDE OF OCEAN AVENUE,
 KU0792'STATE ROUTE 36, 28.8 M (94.49 FT) NORTHEAST OF THE NORTHEAST CORNER
 KU0792'OF A 2 FOOT HIGH CINDER BLOCK WALL AROUND HOUSE NUMBER 96, 20.4 M
 KU0792'(66.93 FT) EAST OF LIGHT POLE 93, 3.09 M (10.14 FT) EAST OF THE
 KU0792'CURBLINE AND 0.4 M (1.31 FT) WEST OF A 12 FOOT HIGH SEA WALL.
 KU0792
 KU0792                          STATION RECOVERY (1998)
 KU0792
 KU0792'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 KU0792'RECOVERED AS DESCRIBED.
 KU0792
 KU0792                          STATION RECOVERY (1999)
 KU0792
 KU0792'RECOVERY NOTE BY US POWER SQUADRON 1999
 KU0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2061 ***********************************************************************
 KU2061  DESIGNATION -  STATION ELEVEN 2 RM 3
 KU2061  PID         -  KU2061
 KU2061  STATE/COUNTY-  NJ/MONMOUTH
 KU2061  USGS QUAD   -  LONG BRANCH (1981)
 KU2061
 KU2061                         *CURRENT SURVEY CONTROL
 KU2061  ___________________________________________________________________
 KU2061* NAD 83(1996)-  40 20 30.81901(N)    073 58 27.81226(W)     ADJUSTED  
 KU2061* NAVD 88     -         1.500  (meters)       4.92   (feet)  ADJUSTED  
 KU2061  ___________________________________________________________________
 KU2061  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 KU2061  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KU2061  DYNAMIC HT  -           1.499 (meters)       4.92  (feet)  COMP
 KU2061  MODELED GRAV-     980,176.9   (mgal)                       NAVD 88
 KU2061
 KU2061  HORZ ORDER  -  THIRD
 KU2061  VERT ORDER  -  FIRST     CLASS I
 KU2061
 KU2061.The horizontal coordinates were established by classical geodetic methods
 KU2061.and adjusted by the National Geodetic Survey in September 1999..
 KU2061
 KU2061.The orthometric height was determined by differential leveling
 KU2061.and adjusted by the National Geodetic Survey in June 1991..
 KU2061
 KU2061.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2061
 KU2061.The geoid height was determined by GEOID03.
 KU2061
 KU2061.The dynamic height is computed by dividing the NAVD 88
 KU2061.geopotential number by the normal gravity value computed on the
 KU2061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU2061.degrees latitude (g = 980.6199 gals.).
 KU2061
 KU2061.The modeled gravity was interpolated from observed gravity values.
 KU2061
 KU2061;                    North         East     Units Scale Factor Converg.
 KU2061;SPC NJ       -   167,606.422   194,654.655   MT  0.99992454   +0 20 24.9
 KU2061;SPC NJ       -   549,888.74    638,629.48   sFT  0.99992454   +0 20 24.9
 KU2061;UTM  18      - 4,466,209.970   587,108.147   MT  0.99969340   +0 39 50.3
 KU2061
 KU2061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2061!SPC NJ       -   1.00000489  x   0.99992454  =   0.99992942
 KU2061!UTM  18      -   1.00000489  x   0.99969340  =   0.99969828
 KU2061
 KU2061                          SUPERSEDED SURVEY CONTROL
 KU2061
 KU2061  NAD 83(1986)-  40 20 30.81840(N)    073 58 27.80855(W) AD(       ) 3
 KU2061  NGVD 29 (04/16/92)    1.818  (m)            5.96   (f) ADJUSTED    1 1
 KU2061
 KU2061.Superseded values are not recommended for survey control.
 KU2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2061.See file dsdata.txt to determine how the superseded data were derived.
 KU2061
 KU2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8710866210(NAD 83)
 KU2061_MARKER: DR = REFERENCE MARK DISK
 KU2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU2061_SP_SET: CONCRETE POST
 KU2061_STAMPING: STATION ELEVEN 2 NO 3 1962
 KU2061_MARK LOGO: CGS   
 KU2061_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU2061+STABILITY: SURFACE MOTION
 KU2061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU2061+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1996
 KU2061
 KU2061  HISTORY     - Date     Condition        Report By
 KU2061  HISTORY     - 1962     MONUMENTED       CGS
 KU2061  HISTORY     - 1964     GOOD             NGS
 KU2061  HISTORY     - 19890114 GOOD             NJGS
 KU2061  HISTORY     - 19960906 GOOD             NJGS
 KU2061  HISTORY     - 19990320 GOOD             USPSQD
 KU2061
 KU2061                          STATION DESCRIPTION
 KU2061
 KU2061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KU2061'AT MONMOUTH BEACH.
 KU2061'AT MONMOUTH BEACH, AT THE OLD ABANDONED COAST GUARD STATION,
 KU2061'116.0 FEET WEST OF CENTER LINE OF OCEAN AVENUE, 64.5 FEET SOUTH
 KU2061'OF THE NORTHEAST CORNER OF BUILDING, 60.5 FEET SOUTHWEST OF
 KU2061'TRIANGULATION STATION, 1.5 FEET NORTHEAST OF THE SOUTHEAST CORNER
 KU2061'OF BUILDING, 1.6 FEET SOUTHEAST OF A METAL WITNESS POST AND IS
 KU2061'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 KU2061'ABOVE THE GROUND.  NOTE-- THIS MARK CAN BE REACHED BY GOING 1.65
 KU2061'MILE SOUTH ALONG OCEAN AVENUE FROM THE POST OFFICE IN SEA BRIGHT.
 KU2061
 KU2061                          STATION RECOVERY (1989)
 KU2061
 KU2061'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KU2061'AT MONMOUTH BEACH, AT THE OLD COAST GUARD STATION NOW OCCUPIED BY THE
 KU2061'STATE POLICE.  THE BUILDING IS TO BE TURNED OVER TO A HISTORICAL
 KU2061'SOCIETY IN THE FUTURE AND THE OUTBUILDING USED AS A SHOP AND GARAGE
 KU2061'THAT THE MARK IS ON THE SOUTHEAST CORNER OF MAY BE TORN DOWN.  IT IS
 KU2061'LOCATED 35.4 M (116.14 FT) WEST OF THE CENTER OF OCEAN AVENUE, STATE
 KU2061'ROUTE 36, 0.46 M (1.51 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE
 KU2061'BUILDING, 0.49 M (1.61 FT) SOUTHEAST OF A WITNESS POST AND PROJECTING
 KU2061'4 CENTIMETERS.
 KU2061
 KU2061                          STATION RECOVERY (1996)
 KU2061
 KU2061'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KU2061'RECOVERED AS DESCRIBED.
 KU2061
 KU2061                          STATION RECOVERY (1999)
 KU2061
 KU2061'RECOVERY NOTE BY US POWER SQUADRON 1999
 KU2061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5649 ***********************************************************************
 KV5649  DESIGNATION -  STATION F
 KV5649  PID         -  KV5649
 KV5649  STATE/COUNTY-  NJ/BURLINGTON
 KV5649  USGS QUAD   -  BRISTOL (1981)
 KV5649
 KV5649                         *CURRENT SURVEY CONTROL
 KV5649  ___________________________________________________________________
 KV5649* NAD 83(1996)-  40 05 28.82557(N)    074 50 10.24851(W)     ADJUSTED  
 KV5649* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5649  ___________________________________________________________________
 KV5649  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 KV5649  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV5649
 KV5649  HORZ ORDER  -  THIRD
 KV5649
 KV5649.The horizontal coordinates were established by classical geodetic methods
 KV5649.and adjusted by the National Geodetic Survey in September 1999..
 KV5649
 KV5649.The orthometric height was scaled from a topographic map.
 KV5649
 KV5649.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5649
 KV5649.The geoid height was determined by GEOID03.
 KV5649
 KV5649;                    North         East     Units Scale Factor Converg.
 KV5649;SPC NJ       -   139,709.587   121,333.407   MT  0.99991011   -0 12 59.4
 KV5649;SPC NJ       -   458,363.87    398,074.69   sFT  0.99991011   -0 12 59.4
 KV5649;SPC PA S     -    88,263.984   848,440.175   MT  0.99997905   +1 53 25.7
 KV5649;SPC PA S     -   289,579.42  2,783,590.81   sFT  0.99997905   +1 53 25.7
 KV5649;UTM  18      - 4,437,908.051   513,964.967   MT  0.99960240   +0 06 19.8
 KV5649
 KV5649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5649!SPC NJ       -   1.00000505  x   0.99991011  =   0.99991516
 KV5649!SPC PA S     -   1.00000505  x   0.99997905  =   0.99998410
 KV5649!UTM  18      -   1.00000505  x   0.99960240  =   0.99960744
 KV5649
 KV5649:                Primary Azimuth Mark                     Grid Az
 KV5649:SPC NJ       -  STATION C USE 1935                       225 14 55.6
 KV5649:SPC PA S     -  STATION C USE 1935                       223 08 30.5
 KV5649:UTM  18      -  STATION C USE 1935                       224 55 36.4
 KV5649
 KV5649|---------------------------------------------------------------------|
 KV5649| PID    Reference Object                     Distance      Geod. Az  |
 KV5649|                                                           dddmmss.s |
 KV5649| KV5600 STATION C USE 1935                  APPROX. 1.1 KM 2250156.2 |
 KV5649| KV5607 BRISTOL MUNICIPAL TANK              APPROX. 1.9 KM 2922709.6 |
 KV5649|---------------------------------------------------------------------|
 KV5649
 KV5649                          SUPERSEDED SURVEY CONTROL
 KV5649
 KV5649  NAD 83(1986)-  40 05 28.82547(N)    074 50 10.24854(W) AD(       ) 3
 KV5649  NAD 27      -  40 05 28.42700(N)    074 50 11.65500(W) AD(       ) 3
 KV5649
 KV5649.Superseded values are not recommended for survey control.
 KV5649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5649.See file dsdata.txt to determine how the superseded data were derived.
 KV5649
 KV5649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1396537908(NAD 83)
 KV5649_MARKER: I = METAL ROD
 KV5649_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KV5649_SP_SET: UNSPECIFIED SHALLOW SETTING (<10
 KV5649
 KV5649  HISTORY     - Date     Condition        Report By
 KV5649  HISTORY     - 1935     MONUMENTED       USE
 KV5649  HISTORY     - 1947     GOOD             CGS
 KV5649
 KV5649                          STATION DESCRIPTION
 KV5649
 KV5649'DESCRIBED BY US ENGINEERS 1935 (EBR)
 KV5649'THIS STATION IS 1.8 MILES NE OF BURLINGTON, 8.30 METERS NW OF
 KV5649'RIVER ROAD CENTER LINE NW FROM STANDARD OIL COMPANY PROPERTY,
 KV5649'10.20 METERS SW OF CENTER LINE OF STANDARD OIL COMPANY PIER,
 KV5649'16.97 METERS W OF W GATEPOST OF E ENTRANCE TO OIL COMPANY
 KV5649'PLANT.  A 5 1/2-FOOT LENGTH OF 1 1/4-INCH PIPE DRIVEN FLUSH
 KV5649'WITH THE GROUND.
 KV5649'
 KV5649'SUPPLEMENTAL SCHEME STATION.
 KV5649'
 KV5649'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV5649
 KV5649                          STATION RECOVERY (1947)
 KV5649
 KV5649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5649'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5649'ADEQUATE WITH THE FOLLOWING CHANGES--
 KV5649'
 KV5649'1.  CHANGE 10.20 METERS SW OF CENTER LINE OF STANDARD OIL
 KV5649'COMPANY PIER TO 11.0 METERS SW OF CENTER LINE OF STANDARD OIL
 KV5649'COMPANY PIER.
 KV5649'
 KV5649'2.  ADD PIPE IS 14.14 METERS N OF THE N SIDE OF POLE PS1465BT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5650 ***********************************************************************
 KV5650  DESIGNATION -  STATION G USE 1935
 KV5650  PID         -  KV5650
 KV5650  STATE/COUNTY-  NJ/BURLINGTON
 KV5650  USGS QUAD   -  BRISTOL (1981)
 KV5650
 KV5650                         *CURRENT SURVEY CONTROL
 KV5650  ___________________________________________________________________
 KV5650* NAD 83(1996)-  40 05 39.34003(N)    074 50 03.75895(W)     ADJUSTED  
 KV5650* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5650  ___________________________________________________________________
 KV5650  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 KV5650  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV5650
 KV5650  HORZ ORDER  -  SECOND
 KV5650
 KV5650.The horizontal coordinates were established by classical geodetic methods
 KV5650.and adjusted by the National Geodetic Survey in September 1999..
 KV5650
 KV5650.The orthometric height was scaled from a topographic map.
 KV5650
 KV5650.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5650
 KV5650.The geoid height was determined by GEOID03.
 KV5650
 KV5650;                    North         East     Units Scale Factor Converg.
 KV5650;SPC NJ       -   140,033.279   121,488.341   MT  0.99991000   -0 12 55.3
 KV5650;SPC NJ       -   459,425.85    398,583.00   sFT  0.99991000   -0 12 55.3
 KV5650;SPC PA S     -    88,593.176   848,583.114   MT  0.99997874   +1 53 29.9
 KV5650;SPC PA S     -   290,659.44  2,784,059.77   sFT  0.99997874   +1 53 29.9
 KV5650;UTM  18      - 4,438,232.508   514,118.033   MT  0.99960245   +0 06 24.0
 KV5650
 KV5650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5650!SPC NJ       -   1.00000489  x   0.99991000  =   0.99991489
 KV5650!SPC PA S     -   1.00000489  x   0.99997874  =   0.99998363
 KV5650!UTM  18      -   1.00000489  x   0.99960245  =   0.99960734
 KV5650
 KV5650                          SUPERSEDED SURVEY CONTROL
 KV5650
 KV5650  NAD 83(1986)-  40 05 39.34015(N)    074 50 03.75892(W) AD(       ) 2
 KV5650  NAD 27      -  40 05 38.94200(N)    074 50 05.16700(W) AD(       ) 2
 KV5650
 KV5650.Superseded values are not recommended for survey control.
 KV5650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5650.See file dsdata.txt to determine how the superseded data were derived.
 KV5650
 KV5650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1411838233(NAD 83)
 KV5650_MARKER: I = METAL ROD
 KV5650_SETTING: 0 = UNSPECIFIED SETTING
 KV5650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5650
 KV5650  HISTORY     - Date     Condition        Report By
 KV5650  HISTORY     - 1935     MONUMENTED       USE
 KV5650  HISTORY     - 1947     GOOD             CGS
 KV5650
 KV5650                          STATION DESCRIPTION
 KV5650
 KV5650'DESCRIBED BY US ENGINEERS 1935 (EBR)
 KV5650'ABOUT 2 MILES NE OF BURLINGTON, ON RIVER ROAD, 1115 FEET NE
 KV5650'FROM STANDARD OIL COMPANY DOCK, 6.9 FEET NW FROM THE NW RAIL OF
 KV5650'OLD TROLLEY TRACK, 43.52 FEET NW FROM A 2-NAIL BLAZE ON A
 KV5650'TELEGRAPH POLE, 40.4 FEET SW FROM A TRIANGULAR BLAZE WITH 1 NAIL
 KV5650'ON A 6-INCH LOCUST TREE.  A 3-FOOT LENGTH OF 1 1/4-INCH IRON PIPE
 KV5650'FLUSH WITH GROUND.
 KV5650'
 KV5650'POSITION DETERMINED BY TIE FROM STATION STAND.
 KV5650'
 KV5650'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 KV5650
 KV5650                          STATION RECOVERY (1947)
 KV5650
 KV5650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5650'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5650'ADEQUATE WITH THE FOLLOWING CHANGES--
 KV5650'
 KV5650'1.  DELETE REFERENCE TO OLD TROLLEY TRACK.  (TRACK HAS BEEN
 KV5650'REMOVED.)
 KV5650'
 KV5650'2.  CHANGE TELEGRAPH POLE TO POLE 60374BT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2888 ***********************************************************************
 JU2888  DESIGNATION -  STEEL
 JU2888  PID         -  JU2888
 JU2888  STATE/COUNTY-  NJ/ATLANTIC
 JU2888  USGS QUAD   -  MAYS LANDING (1989)
 JU2888
 JU2888                         *CURRENT SURVEY CONTROL
 JU2888  ___________________________________________________________________
 JU2888* NAD 83(1996)-  39 23 05.48667(N)    074 43 55.09277(W)     ADJUSTED  
 JU2888* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2888  ___________________________________________________________________
 JU2888  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 JU2888  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JU2888
 JU2888  HORZ ORDER  -  SECOND
 JU2888
 JU2888.The horizontal coordinates were established by classical geodetic methods
 JU2888.and adjusted by the National Geodetic Survey in September 1999..
 JU2888
 JU2888.The orthometric height was scaled from a topographic map.
 JU2888
 JU2888.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2888
 JU2888.The geoid height was determined by GEOID03.
 JU2888
 JU2888;                    North         East     Units Scale Factor Converg.
 JU2888;SPC NJ       -    61,248.406   130,016.556   MT  0.99990492   -0 08 49.9
 JU2888;SPC NJ       -   200,945.81    426,562.65   sFT  0.99990492   -0 08 49.9
 JU2888;UTM  18      - 4,359,520.296   523,082.930   MT  0.99960656   +0 10 12.3
 JU2888
 JU2888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2888!SPC NJ       -   1.00000525  x   0.99990492  =   0.99991017
 JU2888!UTM  18      -   1.00000525  x   0.99960656  =   0.99961180
 JU2888
 JU2888:                Primary Azimuth Mark                     Grid Az
 JU2888:SPC NJ       -  WEST TOWER                               018 09 16.1
 JU2888:UTM  18      -  WEST TOWER                               017 50 13.9
 JU2888
 JU2888|---------------------------------------------------------------------|
 JU2888| PID    Reference Object                     Distance      Geod. Az  |
 JU2888|                                                           dddmmss.s |
 JU2888| JU2892 WEST TOWER                          APPROX. 4.8 KM 0180026.2 |
 JU2888| JU2891 EAST TOWER                          APPROX. 4.8 KM 0214248.3 |
 JU2888| JU2894 SPOIL                               APPROX. 1.5 KM 0525626.2 |
 JU2888| CB3085 STEEL RM 2                           26.900 METERS 29258     |
 JU2888| CB3084 STEEL RM 1                           18.510 METERS 35716     |
 JU2888|---------------------------------------------------------------------|
 JU2888
 JU2888                          SUPERSEDED SURVEY CONTROL
 JU2888
 JU2888  NAD 83(1986)-  39 23 05.47532(N)    074 43 55.09418(W) AD(       ) 2
 JU2888  NAD 27      -  39 23 05.05900(N)    074 43 56.50700(W) AD(       ) 2
 JU2888
 JU2888.Superseded values are not recommended for survey control.
 JU2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2888.See file dsdata.txt to determine how the superseded data were derived.
 JU2888
 JU2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2308359520(NAD 83)
 JU2888_MARKER: DS = TRIANGULATION STATION DISK
 JU2888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2888_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2888+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2004
 JU2888
 JU2888  HISTORY     - Date     Condition        Report By
 JU2888  HISTORY     - 1935     MONUMENTED       CGS
 JU2888  HISTORY     - 1937     GOOD             CGS
 JU2888  HISTORY     - 1949     GOOD             CGS
 JU2888  HISTORY     - 1983     GOOD             LOCENG
 JU2888  HISTORY     - 20040430 GOOD             INDIV
 JU2888
 JU2888                          STATION DESCRIPTION
 JU2888
 JU2888'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU2888'THE STATION IS LOCATED APPROXIMATELY 7.2 MILES S OF MAYS
 JU2888'LANDING ON EDGE OF RIVER IN THIN SCRUBBY BRUSH, 13 PACES E OF
 JU2888'MARSH EDGE AND 20 PACES W OF ANOTHER MARSH EDGE AT END OF
 JU2888'ROAD.  APPROXIMATELY 20 PACES N OF WATER EDGE ON PIECE OF LAND
 JU2888'WHERE IT PROJECTS FARTHEST INTO WATER.  THE STATION MARK
 JU2888'PROJECTS 4 INCHES.
 JU2888'
 JU2888'TO REACH STATION FROM INTERSECTION OF N.J. HIGHWAYS NO. 48 AND
 JU2888'NO. 50 APPROXIMATELY 1 MILE SW OF MAYS LANDING, TURN S ON
 JU2888'NO. 50 AND GO 3.6 MILES TO SIDE ROAD ON LEFT.  TURN LEFT
 JU2888'AND GO 0.2 MILE TO CARE TAKERS HOUSE FOR PERMISSION TO
 JU2888'ENTER PROPERTY.  TURN COMPLETELY AROUND AND TAKE FIELD ROAD TO
 JU2888'LEFT FOR 0.4 MILE TO JUNCTION AND GATE ON RIGHT.  TURN LEFT AND
 JU2888'GO 0.5 MILE TO LEFT CURVE.  TURN LEFT AND GO APPROXIMATELY 250
 JU2888'FEET TO FAINT ROAD ON RIGHT.  TURN RIGHT ACROSS FIELD AND GO 0.3
 JU2888'MILE TO STATION ON POINT.
 JU2888'
 JU2888'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 JU2888'
 JU2888'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2888'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 JU2888'
 JU2888'REFERENCE MARK NO. 2 IS 26.900 METERS OR 88.26 FEET NW OF
 JU2888'STATION, 4 PACES E OF 8-INCH GUM, 7 PACES W OF CENTER LINE OF
 JU2888'ROAD.  MARK PROJECTS 4 INCHES.
 JU2888'
 JU2888'REFERENCE MARK NO.1 IS 18.510 METERS OR 60.73 FEET N OF STATION,
 JU2888'4 PACES W OF MARSH EDGE, 8 PACES SE OF 10-INCH OAK.  MARK PROJECTS
 JU2888'4 INCHES.
 JU2888'
 JU2888'NO AZIMUTH MARK SET.  STATION SPOIL CAN BE USED FOR AZIMUTH.
 JU2888
 JU2888                          STATION RECOVERY (1937)
 JU2888
 JU2888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2888'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 JU2888'CONDITION.  THE ORIGINAL DESCRIPTION WAS FOUND TO BE COMPLETE
 JU2888'AND THE TOPOGRAPHIC FEATURES HAVE REMAINED UNCHANGED.  HOWEVER,
 JU2888'STATION IS LOCATED ABOUT 5.7 STATUTE MILES AND NOT 7.2.
 JU2888
 JU2888                          STATION RECOVERY (1949)
 JU2888
 JU2888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ITS)
 JU2888'STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 JU2888'CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AT THIS TIME DUE TO
 JU2888'A HEAVY GROWTH OF UNDERBRUSH.  IT IS BELIEVED THAT REFERENCE
 JU2888'MARK 2 IS STILL IN EXISTENCE.  THE ORIGINAL DESCRIPTION WAS
 JU2888'FOUND TO BE COMPLETE AND THE TOPOGRAPHIC FEATURES HAVE REMAINED
 JU2888'UNCHANGED.  A NEW DESCRIPTION FOLLOWS--
 JU2888'
 JU2888'STATION IS LOCATED APPROXIMATELY 7.2 MILES S OF MAYS
 JU2888'LANDING ON THE EDGE OF RIVER, IN TIMBER LAND, 13 PACES E OF MARSH
 JU2888'EDGE, AND 20 PACES N OF WATERS EDGE, ON PIECE OF LAND WHERE IT
 JU2888'PROJECTS FARTHEST INTO WATER.
 JU2888'
 JU2888'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AND PROJECTS
 JU2888'4 INCHES.  UNDERGROUND MARK IS A BRONZE STATION DISK SET
 JU2888'IN CONCRETE.
 JU2888'
 JU2888'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE AND
 JU2888'PROJECTS 4 INCHES.  IT IS 18.510 METERS (60.73 FEET) N OF THE
 JU2888'STATION, 4 PACES W OF MARSH EDGE, AND 8 PACES SE OF A 10-INCH
 JU2888'OAK TREE.
 JU2888'
 JU2888'REFERENCE MARK 2 WAS NOT FOUND AT THIS TIME.
 JU2888'
 JU2888'NO AZIMUTH MARK WAS SET AT THIS STATION.
 JU2888'
 JU2888'TO REACH THE STATION FROM THE INTERSECTION OF NEW JERSEY STATE
 JU2888'HIGHWAYS 48 AND 50 APPROXIMATELY 1 MILE SW OF MAYS LANDING, GO
 JU2888'S ON STATE HIGHWAY 50 FOR 3.8 MILES TO A T ROAD LEFT AT
 JU2888'THE CORNER OF THE NEW JERSEY SOUTH RIVER GAME PRESERVE, TURN
 JU2888'LEFT AND GO 0.2 MILE TO CARETAKERS HOUSE ON LEFT, STOP HERE AND
 JU2888'OBTAIN PERMISSION TO ENTER PRESERVE.  CONTINUE STRAIGHT AHEAD ON
 JU2888'DIRT TRACK ROAD FROM HOUSE TAKING RIGHT FORK AND GO 0.6 MILE
 JU2888'TO ROAD LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO DIM
 JU2888'TRACK ROAD LEFT JUST BEFORE REACHING CLEARING.  TURN LEFT ON
 JU2888'DIM TRACK ROAD AND GO 0.4 MILE TO END OF TRUCK TRAVEL AND
 JU2888'STATION.
 JU2888
 JU2888                          STATION RECOVERY (1983)
 JU2888
 JU2888'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (CT)
 JU2888'STEEL 1935 RECOVERED IN GOOD CONDITION.
 JU2888'
 JU2888'STEEL NO 1 1935 RECOVERED IN GOOD CONDITION.
 JU2888'
 JU2888'STEEL NO 2 1935 RECOVERED IN GOOD CONDITION.
 JU2888'
 JU2888'DESCRIPTION IS ADEQUATE AND CAN BE USED TO LOCATE STATION.  PROPERTY
 JU2888'IS NOW ATLANTIC COUNTY PARK AND ACCESS ROADS ARE PAVED WITH
 JU2888'EXCEPTION OF TRAIL TO STATION.  STATION MARK WILL PROBABLY REMAIN
 JU2888'UNDISTURBED.
 JU2888
 JU2888                          STATION RECOVERY (2004)
 JU2888
 JU2888'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HBH)
 JU2888'TO REACH THE STATION FROM THE WESTERN INTERSECTION OF US RT. 40 AND NJ
 JU2888'RT. 50 IN MAYS LANDING, GO SOUTH ON NJ RT. 50 FOR 3.6 MILES TO THE
 JU2888'ENTRANCE TO THE ATLANTIC COUNTY PARK ON THE LEFT.  TURN LEFT INTO THE
 JU2888'PARK AND GO 0.1 MILE TO PARK LOOP ROAD ON THE RIGHT. TURN RIGHT ONTO
 JU2888'THE PARK LOOP ROAD AND CONTINUE FOR 1.0 MILE TO THE FAR END OF A
 JU2888'GRAVEL PARKING LOT NEXT TO A SOCCER FIELD ON THE RIGHT.
 JU2888'WALK SOUTHEAST ALONG THE DIRT TRAIL LOCATED IN THE WOODS PARALLEL TO
 JU2888'THE NORTHEAST SIDE OF THE SOCCER FIELD FOR 0.3 MILE TO THE STATION IN
 JU2888'A CLEARING AT THE END OF THE TRAIL. THE STATION IS APPROXIMATELY 16
 JU2888'PACES NORTHWEST OF THE MARSH EDGE ON THE PIECE OF LAND WHERE IT
 JU2888'PROJECTS FARTHEST INTO THE WATER. STEEL 1935 RECOVERED IN GOOD
 JU2888'CONDITION. MARK PROJECTS 2 INCHES.
 JU2888'REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION. MARK IS 3 PACES WEST
 JU2888'OF A 3-FOOT TALL STUMP AT THE EDGE OF THE MARSH AND IS 4 PACES EAST OF
 JU2888'A 24-INCH OAK TREE. MARK PROJECTS 1 INCH.
 JU2888'REFERENCE MARK NO. 2 RECOVERED IN GOOD CONDITION. MARK IS 1 PACE
 JU2888'SOUTHEAST OF A 15-INCH PINE TREE AND IS 6 PACES WEST OF AN OAK TREE
 JU2888'WITH A DOUBLE TRUNK ON THE EDGE OF THE TRAIL.  MARK IS FLUSH WITH
 JU2888'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2808 ***********************************************************************
 JU2808  DESIGNATION -  STEELMAN 1886
 JU2808  PID         -  JU2808
 JU2808  STATE/COUNTY-  NJ/ATLANTIC
 JU2808  USGS QUAD   -  OCEANVILLE (1989)
 JU2808
 JU2808                         *CURRENT SURVEY CONTROL
 JU2808  ___________________________________________________________________
 JU2808* NAD 83(1996)-  39 25 09.85469(N)    074 29 32.35846(W)     ADJUSTED  
 JU2808* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 JU2808  ___________________________________________________________________
 JU2808  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 JU2808  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JU2808
 JU2808  HORZ ORDER  -  SECOND
 JU2808
 JU2808.The horizontal coordinates were established by classical geodetic methods
 JU2808.and adjusted by the National Geodetic Survey in September 1999..
 JU2808
 JU2808.The orthometric height was scaled from a topographic map.
 JU2808
 JU2808.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2808
 JU2808.The geoid height was determined by GEOID03.
 JU2808
 JU2808;                    North         East     Units Scale Factor Converg.
 JU2808;SPC NJ       -    65,057.863   150,661.125   MT  0.99990001   +0 00 17.6
 JU2808;SPC NJ       -   213,444.01    494,294.04   sFT  0.99990001   +0 00 17.6
 JU2808;UTM  18      - 4,363,442.924   543,700.152   MT  0.99962351   +0 19 20.6
 JU2808
 JU2808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2808!SPC NJ       -   1.00000399  x   0.99990001  =   0.99990400
 JU2808!UTM  18      -   1.00000399  x   0.99962351  =   0.99962750
 JU2808
 JU2808:                Primary Azimuth Mark                     Grid Az
 JU2808:SPC NJ       -  RITZ AERO BEACON                         150 25 41.2
 JU2808:UTM  18      -  RITZ AERO BEACON                         150 06 38.2
 JU2808
 JU2808|---------------------------------------------------------------------|
 JU2808| PID    Reference Object                     Distance      Geod. Az  |
 JU2808|                                                           dddmmss.s |
 JU2808| JU2777 RITZ AERO BEACON                    APPROX. 8.5 KM 1502558.8 |
 JU2808|---------------------------------------------------------------------|
 JU2808
 JU2808                          SUPERSEDED SURVEY CONTROL
 JU2808
 JU2808  NAD 83(1986)-  39 25 09.84627(N)    074 29 32.35388(W) AD(       ) 2
 JU2808  NAD 27      -  39 25 09.42100(N)    074 29 33.81100(W) AD(       ) 2
 JU2808
 JU2808.Superseded values are not recommended for survey control.
 JU2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2808.See file dsdata.txt to determine how the superseded data were derived.
 JU2808
 JU2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4370063443(NAD 83)
 JU2808_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JU2808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU2808_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2808+STABILITY: SURFACE MOTION
 JU2808
 JU2808  HISTORY     - Date     Condition        Report By
 JU2808  HISTORY     - 1886     MONUMENTED       CGS
 JU2808  HISTORY     - 1919     MARK NOT FOUND   CGS
 JU2808  HISTORY     - 1929     SEE DESCRIPTION  CGS
 JU2808  HISTORY     - 1931     SEE DESCRIPTION  CGS
 JU2808  HISTORY     - 1932     GOOD             CGS
 JU2808  HISTORY     - 1950     MARK NOT FOUND   CGS
 JU2808  HISTORY     - 1988     MARK NOT FOUND   NJGS
 JU2808
 JU2808                          STATION DESCRIPTION
 JU2808
 JU2808'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CGQ)
 JU2808'HOUSE IS STANDING UNOCCUPIED.  I DID NOT ENTER THE HOUSE.  IT IS
 JU2808'NOW (1919) OWNED BY A MR. LEMUEL WHITE AND IS NEAR THE NEW
 JU2808'ABSECON BOULEVARD NOW UNDER CONSTRUCTION BEING ABOUT 300 YARDS
 JU2808'N OF BOULEVARD.  TREES HAVE GROWN UP AROUND HOUSE ALMOST HIDING
 JU2808'THE SQUARE CUPOLA.  THE CUPOLA IS ON THE W END OF THE
 JU2808'HOUSE.  SEVERAL OLD BUILDINGS ARE E OF THE HOUSE.
 JU2808
 JU2808                          STATION RECOVERY (1929)
 JU2808
 JU2808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (ERM)
 JU2808'THIS STATION FOUND AS DESCRIBED.  THE HOUSE IS NOW OWNED AND
 JU2808'OCCUPIED BY DR. C.C. CHARLTON.  THE MARK, AS DESCRIBED, WAS FOUND
 JU2808'ON FLOOR OF THE CUPOLA IN GOOD CONDITION.
 JU2808
 JU2808                          STATION RECOVERY (1931)
 JU2808
 JU2808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 JU2808'STATION RECOVERED (IN GOOD CONDITION) FROM THE ORIGINAL
 JU2808'DESCRIPTION AS OF THE 1929 RECOVERY NOTE.
 JU2808'
 JU2808'THIS STATION IS APPROXIMATELY 6 MILES NW OF ATLANTIC CITY, JUST
 JU2808'S OF ABSECON CREEK.
 JU2808'
 JU2808'CENTER IS MARKED BY THE ORIGINAL TACK SURROUNDED BY A TRIANGLE
 JU2808'CUT INTO THE WOODEN FLOOR.  THIS POINT WAS ACCURATELY PLUMBED
 JU2808'UPWARD BY THEODOLITE FROM SEVERAL GROUND SET-UPS TO ESTABLISH
 JU2808'CENTER ATOP THE CUPOLA ROOF.  THIS ROOF CENTER WAS MARKED BY A
 JU2808'STANDARD C. AND G.S. BRONZE STATION DISK (STAMPED STEELMAN)
 JU2808'CEMENTED IN A DRILL HOLE.  THERE IS SUFFICIENT ROOM AND GOOD
 JU2808'FOOTING FOR A CENTRAL TRIPOD SET-UP ATOP THE CUPOLA ROOF.
 JU2808'
 JU2808'TO REACH STATION GO NE FROM THE ATLANTIC CITY BOULEVARD, JUST
 JU2808'E OF ABSECON VILLAGE, BY A SMALL PARK AND POND.  THE STATION IS ON
 JU2808'A LARGE HOUSE, NOW OWNED BY DR. C.C. CHARLTON, ON THE TOWER FLOOR
 JU2808'OF THE PROMINENT SQUARE CUPOLA RISING FROM THE FRONT OF THE HOUSE.
 JU2808
 JU2808                          STATION RECOVERY (1932)
 JU2808
 JU2808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2808'THE STATION WAS RECOVERED AS DESCRIBED.  THE HOUSE IS NOW THE
 JU2808'PROPERTY OF DR. C.C. CHARLTON.  IT IS LOCATED JUST E OF ABSECON
 JU2808'ON ABSECON AVENUE NEAR A SMALL POND AND PARK.  DR. C.C. CHARLTON
 JU2808'THE OWNER OF THE PROPERTY HAS AN OFFICE AT 124 S ILLINOIS AVENUE,
 JU2808'ATLANTIC CITY, NEW JERSEY.  A TRAVERSE TIE WAS MADE FROM STEELMAN
 JU2808'2 1932 TO THIS STATION.
 JU2808
 JU2808                          STATION RECOVERY (1950)
 JU2808
 JU2808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2808'STATION SITE VISITED BUT MARK NOT ACTUALLY RECOVERED.  DR. C.C.
 JU2808'CHARLTON, OWNER OF HOUSE, STATES THAT THE STATION STILL EXISTS
 JU2808'BUT IS COVERED WITH ROOFING TAR.  THE PUBLISHED DESCRIPTION IS
 JU2808'ADEQUATE AND CORRECT.
 JU2808
 JU2808                          STATION RECOVERY (1988)
 JU2808
 JU2808'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988 (LJM)
 JU2808'THE STATION NOT RECOVERED AT THIS DATE.
 JU2808'THE AREA HAS CHANGED SINCE THE LAST DESCRIPTION PUBLISHED.  A NEW
 JU2808'HOUSE IS IN THE AREA OF THE STATION WHICH PLOTS UNDER A DRIVEWAY.
 JU2808'
 JU2808'DESCRIBED BY LOUIS J MARCHUK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0332 ***********************************************************************
 JU0332  DESIGNATION -  STEELMAN 2
 JU0332  PID         -  JU0332
 JU0332  STATE/COUNTY-  NJ/ATLANTIC
 JU0332  USGS QUAD   -  OCEANVILLE (1989)
 JU0332
 JU0332                         *CURRENT SURVEY CONTROL
 JU0332  ___________________________________________________________________
 JU0332* NAD 83(1996)-  39 25 07.52964(N)    074 29 33.89099(W)     ADJUSTED  
 JU0332* NAVD 88     -         9.409  (meters)      30.87   (feet)  ADJUSTED  
 JU0332  ___________________________________________________________________
 JU0332  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 JU0332  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JU0332  DYNAMIC HT  -           9.405 (meters)      30.86  (feet)  COMP
 JU0332  MODELED GRAV-     980,118.8   (mgal)                       NAVD 88
 JU0332
 JU0332  HORZ ORDER  -  SECOND
 JU0332  VERT ORDER  -  SECOND    CLASS 0
 JU0332
 JU0332.The horizontal coordinates were established by classical geodetic methods
 JU0332.and adjusted by the National Geodetic Survey in September 1999..
 JU0332
 JU0332.The orthometric height was determined by differential leveling
 JU0332.and adjusted by the National Geodetic Survey in June 1991..
 JU0332
 JU0332.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0332
 JU0332.The geoid height was determined by GEOID03.
 JU0332
 JU0332.The dynamic height is computed by dividing the NAVD 88
 JU0332.geopotential number by the normal gravity value computed on the
 JU0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0332.degrees latitude (g = 980.6199 gals.).
 JU0332
 JU0332.The modeled gravity was interpolated from observed gravity values.
 JU0332
 JU0332;                    North         East     Units Scale Factor Converg.
 JU0332;SPC NJ       -    64,986.163   150,624.476   MT  0.99990000   +0 00 16.6
 JU0332;SPC NJ       -   213,208.77    494,173.80   sFT  0.99990000   +0 00 16.6
 JU0332;UTM  18      - 4,363,371.042   543,663.911   MT  0.99962347   +0 19 19.6
 JU0332
 JU0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0332!SPC NJ       -   1.00000387  x   0.99990000  =   0.99990387
 JU0332!UTM  18      -   1.00000387  x   0.99962347  =   0.99962734
 JU0332
 JU0332|---------------------------------------------------------------------|
 JU0332| PID    Reference Object                     Distance      Geod. Az  |
 JU0332|                                                           dddmmss.s |
 JU0332| JU2808 STEELMAN 1886                        80.532 METERS 02705     |
 JU0332| JU2800 LEEDS POINT                         APPROX. 8.9 KM 0352224.0 |
 JU0332| JU0333 STEELMAN 2 RM 1                      44.717 METERS 16010     |
 JU0332| CB3086 STEELMAN 2 RM 2 AZIMUTH                            17051     |
 JU0332| JU4103 STEELMAN 2 AZ MK 2                  397.347 METERS 19959     |
 JU0332| JU4104 STEELMAN 2 RM 4                      43.646 METERS 21118     |
 JU0332| JU0331 STEELMAN 2 RM 3                      43.586 METERS 21120     |
 JU0332|---------------------------------------------------------------------|
 JU0332
 JU0332                          SUPERSEDED SURVEY CONTROL
 JU0332
 JU0332  NAD 83(1986)-  39 25 07.52101(N)    074 29 33.88658(W) AD(       ) 2
 JU0332  NAD 27      -  39 25 07.09600(N)    074 29 35.34300(W) AD(       ) 2
 JU0332  NGVD 29 (??/??/??)    9.800  (m)           32.15   (f) ADJUSTED    2 0
 JU0332
 JU0332.Superseded values are not recommended for survey control.
 JU0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0332.See file dsdata.txt to determine how the superseded data were derived.
 JU0332
 JU0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4366463371(NAD 83)
 JU0332_MARKER: DS = TRIANGULATION STATION DISK
 JU0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0332_STAMPING: STEELMAN 2 1932
 JU0332_MARK LOGO: CGS   
 JU0332_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0332+STABILITY: SURFACE MOTION
 JU0332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0332+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1997
 JU0332
 JU0332  HISTORY     - Date     Condition        Report By
 JU0332  HISTORY     - 1932     MONUMENTED       CGS
 JU0332  HISTORY     - 1950     GOOD             CGS
 JU0332  HISTORY     - 1961     GOOD             CGS
 JU0332  HISTORY     - 1962     GOOD             CGS
 JU0332  HISTORY     - 1979     GOOD             NGS
 JU0332  HISTORY     - 1979     GOOD             NGS
 JU0332  HISTORY     - 1988     GOOD             NJGS
 JU0332  HISTORY     - 19970929 GOOD             NJGS
 JU0332
 JU0332                          STATION DESCRIPTION
 JU0332
 JU0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU0332'STATION IS LOCATED AT THE S EDGE OF THE LAWN ON THE PROPERTY OF
 JU0332'DR. C.C. CHARLTON, JUST E OF ABSECON, N.J.  STATION IS ABOUT 2
 JU0332'FEET S OF THE HEDGE AROUND LAWN, ABOUT 75 YARDS N OF ABSECON
 JU0332'AVENUE (U.S. HIGHWAY 30).
 JU0332'
 JU0332'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU0332'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU0332'
 JU0332'REFERENCE MARK NO.1 IS 146.75 FEET SE OF STATION, ABOUT 6 FEET
 JU0332'NW OF THE NW CORNER OF A LOW FENCE AROUND A GASOLINE FILLING
 JU0332'STATION.  REFERENCE MARK NO. 2 IS ON THE W SIDE OF ABSECON AVENUE
 JU0332'ABOUT 0.5 MILE FROM STATION 2 FEET W OF THE W GUARD RAIL OF
 JU0332'HIGHWAY.  6 FEET N OF TELEPHONE POLE.  REFERENCE MARK NO. 3 IS
 JU0332'143.0 FEET S OF STATION, AT THE CORNER OF THE LOT WHERE THE
 JU0332'STATION IS LOCATED.  A TRAVERSE TIE WAS MADE TO STEELMAN
 JU0332'(1886).
 JU0332'
 JU0332'HEIGHT OF SIGNAL ABOVE STATION MARK - 24 METERS.
 JU0332
 JU0332                          STATION RECOVERY (1950)
 JU0332
 JU0332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU0332'STATION MARK AND R.M.S 1 AND 3 RECOVERED IN GOOD
 JU0332'CONDITION.  R.M. 2 WAS NOT FOUND AFTER AN HOURS SEARCH BY A
 JU0332'TWO-MAN PARTY.  THE GUARDRAIL AND TELEPHONE POLE NO LONGER
 JU0332'EXIST.  THE ROAD HAS BEEN WIDENED AND THE SHOULDERS FILLED
 JU0332'IN.  IT IS PROBABLY DEEPLY BURIED.  THE DISTANCES TO THE
 JU0332'REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE AND FOUND TO BE
 JU0332'CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT.
 JU0332
 JU0332                          STATION RECOVERY (1961)
 JU0332
 JU0332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JU0332'0.5 MI SE FROM ABSECON.
 JU0332'0.5 MILE SOUTHEAST ON U.S. HIGHWAY 30 FROM THE JUNCTION OF U.S.
 JU0332'HIGHWAY 9 IN ABSECON, AT THE SOUTHWEST CORNER AND AT THE SOUTH
 JU0332'EDGE OF THE LAWN OF DR. C.C. CHARLTON ABOUT 2 FEET SOUTH OF THE
 JU0332'HEDGE, 223 FEET NORTH OF THE CENTER ISLAND OF U.S. HIGHWAY 30,
 JU0332'146.75 FEET NORTHWEST OF REFERENCE MARK NO. 1 AND 143 FEET NORTH
 JU0332'OF REFERENCE MARK NO. 3.  SET IN A CONCRETE POST PROJECTING 2
 JU0332'INCHES.
 JU0332
 JU0332                          STATION RECOVERY (1962)
 JU0332
 JU0332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU0332'THE STATION MARK, RM 1 AND RM 3 WERE RECOVERED IN GOOD CONDITION
 JU0332'AS DESCRIBED.  THE STATION MARK PROJECTS 3 INCHES, AND IS IN AN
 JU0332'UNTRIMMED HEDGE ABOUT 12 FEET TALL.  (NOTE 1A)
 JU0332'
 JU0332'RM 1 PROJECTS 4 INCHES AND IS 16.3 FEET NORTHEAST OF THE
 JU0332'NORTHEAST CORNER OF A WHITE LATTICE FENCE AROUND AN ESSO GAS
 JU0332'STATION.  (NOTE 11A)
 JU0332'
 JU0332'RM 3 PROJECTS 4 INCHES AND IS ON THE NORTHWEST CORNER OF A
 JU0332'VACANT LOT, AT THE TOP OF AN EMBANKMENT THAT IS 6 FEET ABOVE
 JU0332'THE ROAD.  (NOTE 11A)
 JU0332'
 JU0332'RM 2 WAS NOT FOUND.
 JU0332
 JU0332                          STATION RECOVERY (1979)
 JU0332
 JU0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 JU0332'THE STATION MARK, REFERENCE MARKS ONE AND THREE WERE RECOVERED AND
 JU0332'FOUND IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.  A SEARCH WAS MADE
 JU0332'FOR THE AZIMUTH MARK AND NO EVIDENCE OF IT WAS FOUND.
 JU0332'
 JU0332'ADDITIONAL INFORMATION FOLLOWS.
 JU0332'
 JU0332'THE STATION IS LOCATED .45 MILE EAST ALONG HIGHWAY 30 FROM ITS
 JU0332'JUNCTION WITH HIGHWAY 9.  ABOUT 150 FEET NORTHWEST OF A MARINA SALES,
 JU0332'THE ESSO GAS STATION IS NO LONGER IN THE AREA, IT IS NOW A BOAT
 JU0332'SUPPLY.
 JU0332
 JU0332                          STATION RECOVERY (1979)
 JU0332
 JU0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0332'RECOVERED IN GOOD CONDITION.
 JU0332
 JU0332                          STATION RECOVERY (1988)
 JU0332
 JU0332'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988 (LJM)
 JU0332'THE STATION WAS RECOVERED AT THIS DATE.
 JU0332'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD SHAPE.
 JU0332'REFERENCE MARK 3 WAS LEANING, SET UPRIGHT, AND RESTAMPED AS
 JU0332'REFERENCE MARK 4. A  NEW AZIMUTH MARK WAS ESTABLISHED.  NO CUTTING
 JU0332'ALLOWED ON THE PROPERTY WITHOUT CONTACTING OWNER WHO IS DIFFICULT
 JU0332'TO CONTACT.
 JU0332'
 JU0332'THE STATION IS LOCATED ABOUT 7.9 KM (4.9 MI)
 JU0332'NORTHWEST OF ATLANTIC CITY,
 JU0332'3.4 KM (2.1 MI) NORTH-NORTHEAST OF PLEASANTVILLE AND
 JU0332'1.6 KM (1.0 MI) SOUTHEAST OF ABSECON.
 JU0332'OWNERSHIP--MR. NORMAN PEIKIN, ATLANTIC CITY.
 JU0332'
 JU0332'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 9 AND 30 IN
 JU0332'ABSECON, GO SOUTHEAST ON U.S. HIGHWAY 30 FOR 1.7 KM (1.1 MI) TO THE
 JU0332'COMFORT INN ON THE RIGHT AND THE STATION ON THE LEFT ON A 6 FOOT
 JU0332'EMBANKMENT JUST WEST OF A BOAT SALES STORE.
 JU0332'
 JU0332'THE STATION IS A STANDARD NGS DISK
 JU0332'STAMPED---STEELMAN 2 1932---,
 JU0332'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU0332'30 CM ON SIDE PROJECTING 10 CM ABOVE GROUND.  LOCATED
 JU0332'15.2 METERS (49.87 FT) EAST FROM THE CENTER OF A DIRT LANE,
 JU0332'3.9 METERS (12.80 FT) SOUTH FROM A 10 INCH SYCAMORE TREE,
 JU0332'3.4 METERS (11.2 FT) SOUTHWEST FROM A 15 INCH OAK AND APPROXIMATELY
 JU0332'0.6 METERS (2.0 FT) SOUTH-SOUTHWEST FROM A 10 FOOT HEDGE LINE.
 JU0332'
 JU0332'REFERENCE MARK NO. 4 IS A STANDARD CGS DISK
 JU0332'STAMPED---STEELMAN 2 1932 NO 4---,
 JU0332'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU0332'30 CM ON SIDE PROJECTING 25 CM ABOVE GROUND.  LOCATED
 JU0332'24.0 METERS (78.7 FT) NORTH FROM THE MEDIAN OF U.S. HIGHWAY 30,
 JU0332'16.6 METERS (54.5 FT) WEST FROM THE SOUTH END OF A LARGE BILLBOARD,
 JU0332'11.3 METERS (37.1 FT) SOUTHWEST FROM THE NORTH END OF BILLBOARD AND
 JU0332'9.91 METERS (32.5 FT) NORTHEAST FROM A POWER POLE 3834.
 JU0332'MARK IS LEVEL WITH THE STATION.
 JU0332'
 JU0332'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 JU0332'STAMPED---STEELMAN NO 1 1932---,
 JU0332'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU0332'30 CM ON SIDE PROJECTING 8 CM ABOVE GROUND.  LOCATED
 JU0332'1.3 METERS (4.3 FT) WEST FROM A PICKET FENCE AROUND A BOAT YARD AND
 JU0332'55 METERS (180 FT) NORTHEAST FROM THE CENTER MEDIAN OF THE HIGHWAY.
 JU0332'MARK IS LEVEL WITH THE STATION.
 JU0332'
 JU0332'AZIMUTH MARK NO. 2 IS A STANDARD NJGS DISK
 JU0332'STAMPED---STEELMAN 2 1988---,
 JU0332'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU0332'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JU0332'22.4 METERS (73.3 FT) SOUTH FROM THE SOUTHWEST CORNER OF A GARAGE
 JU0332'WHICH IS PART OF A FRAME BUILDING,
 JU0332'15.25 METERS (50.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 JU0332'A SHED OF THE FRAME BUILDING,
 JU0332'8.0 METERS (26.2 FT) SOUTHWEST FROM THE EDGE OF ASPHALT PAVING AND
 JU0332'1.8 METERS (5.9 FT) NORTHEAST FROM A POWER POLE P55964.
 JU0332'
 JU0332'TO REACH THE AZIMUTH FROM THE STATION,
 JU0332'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.16 KM (0.1 MI) ON THE
 JU0332'HIGHWAY TO A PAVED ROAD SOUTHWEST.  TURN RIGHT ACROSS DIRT TO A
 JU0332'PAVED LANE THEN 0.24 KM (0.15 MI) TO A DIRT LANE AROUND A FRAME
 JU0332'OUTBUILDING.  GO AROUND IT FOR 0.16 KM (0.1 MI) TO A SMALL LAKE AND
 JU0332'THE AZIMUTH MARK WEST OF A RAISED HOUSE.
 JU0332'
 JU0332'DESCRIBED BY LOUIS J. MARCHUK.
 JU0332
 JU0332                          STATION RECOVERY (1997)
 JU0332
 JU0332'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU0332'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4103 ***********************************************************************
 JU4103  DESIGNATION -  STEELMAN 2 AZ MK 2
 JU4103  PID         -  JU4103
 JU4103  STATE/COUNTY-  NJ/ATLANTIC
 JU4103  USGS QUAD   -  OCEANVILLE (1989)
 JU4103
 JU4103                         *CURRENT SURVEY CONTROL
 JU4103  ___________________________________________________________________
 JU4103* NAD 83(1996)-  39 24 55.42113(N)    074 29 39.56759(W)     ADJUSTED  
 JU4103* NAVD 88     -         2.3    (meters)       8.     (feet)  VERTCON   
 JU4103  ___________________________________________________________________
 JU4103  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 JU4103  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JU4103
 JU4103  HORZ ORDER  -  THIRD
 JU4103
 JU4103.The horizontal coordinates were established by classical geodetic methods
 JU4103.and adjusted by the National Geodetic Survey in September 1999..
 JU4103.No horizontal observational check was made to the station.
 JU4103
 JU4103.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4103
 JU4103.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4103
 JU4103.The geoid height was determined by GEOID03.
 JU4103
 JU4103;                    North         East     Units Scale Factor Converg.
 JU4103;SPC NJ       -    64,612.766   150,488.726   MT  0.99990000   +0 00 13.0
 JU4103;SPC NJ       -   211,983.72    493,728.43   sFT  0.99990000   +0 00 13.0
 JU4103;UTM  18      - 4,362,997.002   543,530.270   MT  0.99962333   +0 19 15.9
 JU4103
 JU4103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4103!SPC NJ       -   1.00000499  x   0.99990000  =   0.99990498
 JU4103!UTM  18      -   1.00000499  x   0.99962333  =   0.99962831
 JU4103
 JU4103|---------------------------------------------------------------------|
 JU4103| PID    Reference Object                     Distance      Geod. Az  |
 JU4103|                                                           dddmmss.s |
 JU4103| JU4104 STEELMAN 2 RM 4                     354.654 METERS 01836     |
 JU4103| JU0332 STEELMAN 2                          397.347 METERS 01959     |
 JU4103|---------------------------------------------------------------------|
 JU4103
 JU4103                          SUPERSEDED SURVEY CONTROL
 JU4103
 JU4103  NAD 83(1986)-  39 24 55.41251(N)    074 29 39.56332(W) AD(       ) 3
 JU4103  NGVD 29 (06/22/90)    2.7    (m)            9.     (f) VERT ANG       
 JU4103
 JU4103.Superseded values are not recommended for survey control.
 JU4103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4103.See file dsdata.txt to determine how the superseded data were derived.
 JU4103
 JU4103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4353062997(NAD 83)
 JU4103_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU4103_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4103+STABILITY: SURFACE MOTION
 JU4103
 JU4103  HISTORY     - Date     Condition        Report By
 JU4103  HISTORY     - 1988     MONUMENTED       NJGS
 JU4103
 JU4103                          STATION DESCRIPTION
 JU4103
 JU4103'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1988 (LJM)
 JU4103'THE STATION IS LOCATED ABOUT 7.6 KM (4.7 MI)
 JU4103'NORTHWEST OF ATLANTIC CITY,
 JU4103'3.0 KM (1.8 MI) NORTHEAST OF PLEASANTVILLE AND
 JU4103'1.6 KM (1.0 MI) SOUTHEAST OF ABSECON.
 JU4103'OWNERSHIP--UNKNOWN
 JU4103'
 JU4103'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 9 AND 30 IN
 JU4103'ABSECON GO SOUTHEAST ON U.S. HIGHWAY 30 FOR 1.8 KM (1.2 MI) PASSING
 JU4103'THE COMFORT INN ON THE RIGHT TO A PAVED LANE SOUTHWEST.  TURN RIGHT
 JU4103'ACROSS DIRT TO THE LANE THEN 0.24 KM (0.15 MI) TO A DIRT LANE
 JU4103'ON THE RIGHT AT A RED FRAME OUTBUILDING.  TURN RIGHT ROUNDING THE
 JU4103'BUILDING FOR 0.24 KM (0.15 MI) TO THE STATION NORTH OF A SMALL LAKE
 JU4103'AND WEST OF A RAISED HOUSE.
 JU4103'
 JU4103'THE STATION IS A STANDARD NJGS DISK
 JU4103'STAMPED---STEELMAN 2 1988---,
 JU4103'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU4103'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JU4103'22.35 METERS (73.3 FT) SOUTH FROM THE SOUTHWEST CORNER OF A GARAGE
 JU4103'THAT IS PART OF THE RED STRUCTURE,
 JU4103'15.25 METERS (50.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 JU4103'A SHED THAT IS PART OF THE STRUCTURE,
 JU4103'8.0 METERS (26.2 FT) SOUTHWEST FROM THE EDGE OF ASPHALT PAVING AND
 JU4103'1.8 METERS (5.9 FT) NORTHEAST OF POWER POLE P55964.
 JU4103'
 JU4103'DESCRIBED BY LOUIS J. MARCHUK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0333 ***********************************************************************
 JU0333  DESIGNATION -  STEELMAN 2 RM 1
 JU0333  PID         -  JU0333
 JU0333  STATE/COUNTY-  NJ/ATLANTIC
 JU0333  USGS QUAD   -  OCEANVILLE (1989)
 JU0333
 JU0333                         *CURRENT SURVEY CONTROL
 JU0333  ___________________________________________________________________
 JU0333* NAD 83(1996)-  39 25 06.16567(N)    074 29 33.25675(W)     ADJUSTED  
 JU0333* NAVD 88     -         8.137  (meters)      26.70   (feet)  ADJUSTED  
 JU0333  ___________________________________________________________________
 JU0333  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 JU0333  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JU0333  DYNAMIC HT  -           8.133 (meters)      26.68  (feet)  COMP
 JU0333  MODELED GRAV-     980,118.8   (mgal)                       NAVD 88
 JU0333
 JU0333  HORZ ORDER  -  THIRD
 JU0333  VERT ORDER  -  FIRST     CLASS II
 JU0333
 JU0333.The horizontal coordinates were established by classical geodetic methods
 JU0333.and adjusted by the National Geodetic Survey in September 1999..
 JU0333.No horizontal observational check was made to the station.
 JU0333
 JU0333.The orthometric height was determined by differential leveling
 JU0333.and adjusted by the National Geodetic Survey in June 1991..
 JU0333
 JU0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0333
 JU0333.The geoid height was determined by GEOID03.
 JU0333
 JU0333.The dynamic height is computed by dividing the NAVD 88
 JU0333.geopotential number by the normal gravity value computed on the
 JU0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0333.degrees latitude (g = 980.6199 gals.).
 JU0333
 JU0333.The modeled gravity was interpolated from observed gravity values.
 JU0333
 JU0333;                    North         East     Units Scale Factor Converg.
 JU0333;SPC NJ       -    64,944.103   150,639.649   MT  0.99990001   +0 00 17.0
 JU0333;SPC NJ       -   213,070.78    494,223.58   sFT  0.99990001   +0 00 17.0
 JU0333;UTM  18      - 4,363,329.079   543,679.313   MT  0.99962349   +0 19 20.0
 JU0333
 JU0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0333!SPC NJ       -   1.00000407  x   0.99990001  =   0.99990408
 JU0333!UTM  18      -   1.00000407  x   0.99962349  =   0.99962756
 JU0333
 JU0333                          SUPERSEDED SURVEY CONTROL
 JU0333
 JU0333  NAD 83(1986)-  39 25 06.15718(N)    074 29 33.25242(W) AD(       ) 3
 JU0333  NGVD 29 (01/10/92)    8.528  (m)           27.98   (f) ADJUSTED    1 2
 JU0333
 JU0333.Superseded values are not recommended for survey control.
 JU0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0333.See file dsdata.txt to determine how the superseded data were derived.
 JU0333
 JU0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4367963329(NAD 83)
 JU0333_MARKER: DR = REFERENCE MARK DISK
 JU0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0333_STAMPING: STEELMAN 2 NO 1 1932
 JU0333_MARK LOGO: CGS   
 JU0333_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0333+STABILITY: SURFACE MOTION
 JU0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0333+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1997
 JU0333
 JU0333  HISTORY     - Date     Condition        Report By
 JU0333  HISTORY     - 1932     MONUMENTED       CGS
 JU0333  HISTORY     - 1961     GOOD             CGS
 JU0333  HISTORY     - 1979     GOOD             NGS
 JU0333  HISTORY     - 19970925 GOOD             NJGS
 JU0333
 JU0333                          STATION DESCRIPTION
 JU0333
 JU0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0333'0.5 MI SE FROM ABSECON.
 JU0333'0.5 MILE SOUTHEAST ON U.S. HIGHWAY 30 FROM THE JUNCTION WITH U.S.
 JU0333'HIGHWAY 9 IN ABSECON, 146.8 FEET SOUTHEAST OF STATION STEELMAN
 JU0333'2, 137 FEET NORTH OF THE CENTER ISLAND OF HIGHWAY 30 AND 16.5 FEET
 JU0333'NORTHWEST OF THE NORTHWEST CORNER OF A GASOLINE FILLING STATION.
 JU0333'SET IN A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 JU0333
 JU0333                          STATION RECOVERY (1979)
 JU0333
 JU0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0333'NOTE, THE GASOLINE STATION IS NOW ART MERRILL MARINE SALES AND
 JU0333'SERVICE, 4 FEET NORTHWEST OF A WOOD FENCE AROUND THE MARINE SALES
 JU0333'AND SERVICE BUILDING.
 JU0333
 JU0333                          STATION RECOVERY (1997)
 JU0333
 JU0333'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU0333'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0331 ***********************************************************************
 JU0331  DESIGNATION -  STEELMAN 2 RM 3
 JU0331  PID         -  JU0331
 JU0331  STATE/COUNTY-  NJ/ATLANTIC
 JU0331  USGS QUAD   -  OCEANVILLE (1989)
 JU0331
 JU0331                         *CURRENT SURVEY CONTROL
 JU0331  ___________________________________________________________________
 JU0331* NAD 83(1986)-  39 25 07.     (N)    074 29 34.     (W)     SCALED    
 JU0331* NAVD 88     -         9.327  (meters)      30.60   (feet)  ADJUSTED  
 JU0331  ___________________________________________________________________
 JU0331  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JU0331  DYNAMIC HT  -           9.322 (meters)      30.58  (feet)  COMP
 JU0331  MODELED GRAV-     980,118.8   (mgal)                       NAVD 88
 JU0331
 JU0331  VERT ORDER  -  FIRST     CLASS II
 JU0331
 JU0331.The horizontal coordinates were scaled from a topographic map and have
 JU0331.an estimated accuracy of +/- 6 seconds.
 JU0331
 JU0331.The orthometric height was determined by differential leveling
 JU0331.and adjusted by the National Geodetic Survey in June 1991..
 JU0331
 JU0331.The geoid height was determined by GEOID03.
 JU0331
 JU0331.The dynamic height is computed by dividing the NAVD 88
 JU0331.geopotential number by the normal gravity value computed on the
 JU0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0331.degrees latitude (g = 980.6199 gals.).
 JU0331
 JU0331.The modeled gravity was interpolated from observed gravity values.
 JU0331
 JU0331;                    North         East    Units  Estimated Accuracy
 JU0331;SPC NJ       -    64,970.      150,620.      MT  (+/- 180 meters Scaled)
 JU0331
 JU0331                          SUPERSEDED SURVEY CONTROL
 JU0331
 JU0331  NGVD 29 (01/10/92)    9.718  (m)           31.88   (f) ADJUSTED    1 2
 JU0331
 JU0331.Superseded values are not recommended for survey control.
 JU0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0331.See file dsdata.txt to determine how the superseded data were derived.
 JU0331
 JU0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ436633(NAD 83)
 JU0331_MARKER: DR = REFERENCE MARK DISK
 JU0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0331_STAMPING: STEELMAN 2 NO 3 1932
 JU0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0331+STABILITY: SURFACE MOTION
 JU0331
 JU0331  HISTORY     - Date     Condition        Report By
 JU0331  HISTORY     - 1932     MONUMENTED       CGS
 JU0331  HISTORY     - 1961     GOOD             CGS
 JU0331  HISTORY     - 1979     GOOD             NGS
 JU0331
 JU0331                          STATION DESCRIPTION
 JU0331
 JU0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0331'0.5 MI SE FROM ABSECON.
 JU0331'0.5 MILE SOUTHEAST ON U.S. HIGHWAY 30 FROM THE JUNCTION WITH U.S.
 JU0331'HIGHWAY 9 IN ABSECON, IN THE YARD OF DR. C.C. CHARLTON, 80 FEET
 JU0331'NORTH OF THE CENTER OF THE ISLAND IN THE CENTER OF HIGHWAY 30,
 JU0331'143 FEET SOUTH FROM STATION STEELMAN 2 AND 8 FEET ABOVE THE LEVEL
 JU0331'OF THE HIGHWAY.  SET IN A CONCRETE POST PROJECTING 3 INCHES ABOVE
 JU0331'THE GROUND.
 JU0331
 JU0331                          STATION RECOVERY (1979)
 JU0331
 JU0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0331'NOTE--ADD SOUTHEAST AND ACROSS SAND ROAD FROM MCCARTHYS OUTBOARD SALES
 JU0331'AND SERVICE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4104 ***********************************************************************
 JU4104  DESIGNATION -  STEELMAN 2 RM 4
 JU4104  PID         -  JU4104
 JU4104  STATE/COUNTY-  NJ/ATLANTIC
 JU4104  USGS QUAD   -  OCEANVILLE (1989)
 JU4104
 JU4104                         *CURRENT SURVEY CONTROL
 JU4104  ___________________________________________________________________
 JU4104* NAD 83(1996)-  39 25 06.32043(N)    074 29 34.83902(W)     ADJUSTED  
 JU4104* NAVD 88     -         9.331  (meters)      30.61   (feet)  ADJUSTED  
 JU4104  ___________________________________________________________________
 JU4104  X           -   1,319,118.835 (meters)                     COMP
 JU4104  Y           -  -4,754,336.702 (meters)                     COMP
 JU4104  Z           -   4,028,295.044 (meters)                     COMP
 JU4104  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 JU4104  ELLIP HEIGHT-         -24.72  (meters)          (10/23/02) GPS OBS
 JU4104  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JU4104  DYNAMIC HT  -           9.326 (meters)      30.60  (feet)  COMP
 JU4104  MODELED GRAV-     980,118.7   (mgal)                       NAVD 88
 JU4104
 JU4104  HORZ ORDER  -  FIRST
 JU4104  VERT ORDER  -  FIRST     CLASS II
 JU4104  ELLP ORDER  -  FOURTH    CLASS I
 JU4104
 JU4104.The horizontal coordinates were established by GPS observations
 JU4104.and adjusted by the National Geodetic Survey in May 1999..
 JU4104
 JU4104.The orthometric height was determined by differential leveling
 JU4104.and adjusted by the National Geodetic Survey in March 2001..
 JU4104
 JU4104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4104
 JU4104.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4104
 JU4104.The ellipsoidal height was determined by GPS observations
 JU4104.and is referenced to NAD 83.
 JU4104
 JU4104.The geoid height was determined by GEOID03.
 JU4104
 JU4104.The dynamic height is computed by dividing the NAVD 88
 JU4104.geopotential number by the normal gravity value computed on the
 JU4104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4104.degrees latitude (g = 980.6199 gals.).
 JU4104
 JU4104.The modeled gravity was interpolated from observed gravity values.
 JU4104
 JU4104;                    North         East     Units Scale Factor Converg.
 JU4104;SPC NJ       -    64,948.873   150,601.804   MT  0.99990000   +0 00 16.0
 JU4104;SPC NJ       -   213,086.43    494,099.42   sFT  0.99990000   +0 00 16.0
 JU4104;UTM  18      - 4,363,333.637   543,641.452   MT  0.99962345   +0 19 19.0
 JU4104
 JU4104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4104!SPC NJ       -   1.00000388  x   0.99990000  =   0.99990388
 JU4104!UTM  18      -   1.00000388  x   0.99962345  =   0.99962733
 JU4104
 JU4104|---------------------------------------------------------------------|
 JU4104| PID    Reference Object                     Distance      Geod. Az  |
 JU4104|                                                           dddmmss.s |
 JU4104| JU0332 STEELMAN 2                           43.646 METERS 03118     |
 JU4104| JU4103 STEELMAN 2 AZ MK 2                  354.654 METERS 19836     |
 JU4104|---------------------------------------------------------------------|
 JU4104
 JU4104                          SUPERSEDED SURVEY CONTROL
 JU4104
 JU4104  ELLIP H (05/14/99)  -24.73   (m)                       GP(       ) 4 1
 JU4104  NAD 83(1986)-  39 25 06.31893(N)    074 29 34.83764(W) AD(       ) 1
 JU4104  ELLIP H (03/31/93)  -24.79   (m)                       GP(       ) 3 2
 JU4104  NAD 83(1986)-  39 25 06.31182(N)    074 29 34.83464(W) AD(       ) 3
 JU4104  NGVD 29 (06/22/90)    9.72   (m)           31.9    (f) LEVELING    3  
 JU4104
 JU4104.Superseded values are not recommended for survey control.
 JU4104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4104.See file dsdata.txt to determine how the superseded data were derived.
 JU4104
 JU4104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4364163334(NAD 83)
 JU4104_MARKER: DR = REFERENCE MARK DISK
 JU4104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4104_SP_SET: CONCRETE POST
 JU4104_STAMPING: STEELMAN 2 NO 4 1932 1988
 JU4104_MARK LOGO: NGS   
 JU4104_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4104+STABILITY: SURFACE MOTION
 JU4104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4104+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 JU4104
 JU4104  HISTORY     - Date     Condition        Report By
 JU4104  HISTORY     - 1988     MONUMENTED       NGS
 JU4104  HISTORY     - 1988     GOOD             NJGS
 JU4104  HISTORY     - 19900809 GOOD             NJGS
 JU4104  HISTORY     - 19930310 GOOD             NJHA
 JU4104  HISTORY     - 19970929 GOOD             NJGS
 JU4104  HISTORY     - 20030501 GOOD             NJDEP
 JU4104
 JU4104                          STATION DESCRIPTION
 JU4104
 JU4104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LJM)
 JU4104'THE STATION IS LOCATED ABOUT 7.9 KM (4.9 MI)
 JU4104'NORTHWEST OF ATLANTIC CITY,
 JU4104'3.4 KM (2.1 MI) NORTH-NORTHEAST OF PLEASANTVILLE AND
 JU4104'1.6 KM (1.0 MI) SOUTHEAST OF ABSECON.
 JU4104'OWNERSHIP--MR. NORMAN PEIKIN, ATLANTIC CITY.
 JU4104'
 JU4104'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 9 AND 30 IN
 JU4104'ABSECON GO SOUTHEASDT ON U.S. HIGHWAY 30 FOR 1.7 KM (1.0 MI) TO THE
 JU4104'COMFORT IN ON THE RIGHT AND THE STATION ON THE LEFT ON A 6 FOOT
 JU4104'EMBANKMENT JUST WEST OF A BOAT SALES COMPANY.
 JU4104'
 JU4104'THE STATION IS A STANDARD CGS DISK
 JU4104'STAMPED---STEELMAN 2 1932 NO 4---,
 JU4104'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU4104'30 CM ON SIDE PROJECTING 25 CM ABOVE GROUND.  LOCATED
 JU4104'24.0 METERS (78.7 FT) NORTH FROM THE CENTER OF THE HIGHWAY,
 JU4104'16.6 METERS (54.5 FT) WEST FROM THE SOUTH END OF A LARGE BILLBOARD,
 JU4104'11.3 METERS (37.1 FT) SOUTHWEST FROM THE NORTH END OF BILLBOARD AND,
 JU4104'9.91 METERS (32.5 FT) NORTHEAST FROM A POWER POLE 3834.
 JU4104'
 JU4104'DESCRIBED BY LOUIS J MARCHUK.
 JU4104
 JU4104                          STATION RECOVERY (1988)
 JU4104
 JU4104'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 JU4104'RECOVERED IN GOOD CONDITION.
 JU4104
 JU4104                          STATION RECOVERY (1990)
 JU4104
 JU4104'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU4104'THE STATION IS LOCATED ABOUT 7.9 KM (4.9 MI) NORTHWEST OF ATLANTIC
 JU4104'CITY, 3.4 KM (2.1 MI) NORTH NORTHEAST OF PLEASANTVILLE AND 1.6 KM
 JU4104'(1.0 MI) SOUTHEAST OF ABSECON, OWNERSHIP BY MR. NORMAN PEIKIN,
 JU4104'ATLANTIC CITY.  TO REACH THE STATION FROM THE JUNCTION OF
 JU4104'U.S.HIGHWAYS 9 AND 30 IN ABSECON, GO 1.7 KM (1.1 MI) SOUTHEAST ON
 JU4104'ROUTE 30 TO THE COMFORT INN HOTEL ON THE RIGHT AND THE STATION ON THE
 JU4104'LEFT, SET ON A 6 FEET HIGH EMBANKMENT JUST WEST OF A BOAT SALES
 JU4104'COMPANY, ART MERRILL MARINE, AND EAST OF A USED CAR DEALER, PRISTINE
 JU4104'AUTOMOBILE INC.. THE STATION IS 24.0 M (78.7 FT) NORTH FROM THE
 JU4104'HIGHWAY CENTERLINE, 16.6 M (54.5 FT) WEST FROM THE SOUTH END OF A
 JU4104'LARGE BILLBOARD, 11.3 M (37.1 FT) SOUTHWEST FROM THE NORTH END OF THE
 JU4104'BILLBOARD, 9.91 M (32.51 FT) NORTHEAST OF POLE P3834, 0.35 M
 JU4104'(1.15 FT) NORTHWEST OF A 0.5 M (1.6 FT) HIGH METAL WITNESS POST AND
 JU4104'0.25 M (0.82 FT) ABOVE THE GROUND.
 JU4104
 JU4104                          STATION RECOVERY (1993)
 JU4104
 JU4104'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 JU4104'RECOVERED IN GOOD CONDITION.
 JU4104
 JU4104                          STATION RECOVERY (1997)
 JU4104
 JU4104'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU4104'RECOVERED AS DESCRIBED.
 JU4104
 JU4104                          STATION RECOVERY (2003)
 JU4104
 JU4104'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2003 (BMC)
 JU4104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6434 ***********************************************************************
 KV6434  DESIGNATION -  STEPAN
 KV6434  PID         -  KV6434
 KV6434  STATE/COUNTY-  NJ/BURLINGTON
 KV6434  USGS QUAD   -  TRENTON EAST (1981)
 KV6434
 KV6434                         *CURRENT SURVEY CONTROL
 KV6434  ___________________________________________________________________
 KV6434* NAD 83(1996)-  40 08 09.54396(N)    074 44 12.72682(W)     ADJUSTED  
 KV6434* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6434  ___________________________________________________________________
 KV6434  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 KV6434  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV6434
 KV6434  HORZ ORDER  -  THIRD
 KV6434
 KV6434.The horizontal coordinates were established by classical geodetic methods
 KV6434.and adjusted by the National Geodetic Survey in September 1999..
 KV6434.No horizontal observational check was made to the station.
 KV6434
 KV6434.The orthometric height was scaled from a topographic map.
 KV6434
 KV6434.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6434
 KV6434.The geoid height was determined by GEOID03.
 KV6434
 KV6434;                    North         East     Units Scale Factor Converg.
 KV6434;SPC NJ       -   144,638.953   129,815.070   MT  0.99990501   -0 09 09.7
 KV6434;SPC NJ       -   474,536.30    425,901.61   sFT  0.99990501   -0 09 09.7
 KV6434;SPC PA S     -    93,502.257   856,735.420   MT  0.99997450   +1 57 17.6
 KV6434;SPC PA S     -   306,765.32  2,810,806.12   sFT  0.99997450   +1 57 17.6
 KV6434;UTM  18      - 4,442,883.518   522,416.216   MT  0.99960619   +0 10 10.6
 KV6434
 KV6434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6434!SPC NJ       -   1.00000504  x   0.99990501  =   0.99991005
 KV6434!SPC PA S     -   1.00000504  x   0.99997450  =   0.99997954
 KV6434!UTM  18      -   1.00000504  x   0.99960619  =   0.99961123
 KV6434
 KV6434                          SUPERSEDED SURVEY CONTROL
 KV6434
 KV6434  NAD 83(1986)-  40 08 09.54190(N)    074 44 12.72645(W) AD(       ) 3
 KV6434
 KV6434.Superseded values are not recommended for survey control.
 KV6434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6434.See file dsdata.txt to determine how the superseded data were derived.
 KV6434
 KV6434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2241642884(NAD 83)
 KV6434_MARKER: N = NAIL
 KV6434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV6434_SP_SET: SET ON A PIER
 KV6434_MARK LOGO: USE   
 KV6434_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6434+SATELLITE: SATELLITE OBSERVATIONS - 1970
 KV6434
 KV6434  HISTORY     - Date     Condition        Report By
 KV6434  HISTORY     - 1970     MONUMENTED       USE
 KV6434
 KV6434                          STATION DESCRIPTION
 KV6434
 KV6434'DESCRIBED BY US ENGINEERS 1970
 KV6434'THE STATION IS LOCATED ON THE E SHORE OF THE DELAWARE RIVER ON A PIER
 KV6434'IN FIELDSBORO, JUST NE OF NEWBOLD DIRECTIONAL LIGHT.
 KV6434'TO REACH STATION PROCEED BY BOAT TO PIER WHICH IS ABOUT 0.4 NAUTICAL
 KV6434'MI NE OF THE E END OF NEWBOLD ISLAND.
 KV6434'STATION MARK IS A PK NAIL IN THE CENTER OF A SPOT OF YELLOW SPRAY
 KV6434'PAINT ON PIER OF STEPAN CHEMICAL COMPANY.  IT IS LOCATED AT A BEND IN
 KV6434'THE PIER AND TOWARD THE DOWNSTREAM EDGE.  RM 1 CAN BE USED TO REPLACE
 KV6434'THE STATION OR TO PUT A NEW ONE ELSEWHERE.  THE DOCK AREA IS BEING
 KV6434'LEVELED.
 KV6434'RM 1 IS A -+- CUT ON UPSTREAM, OUTSHORE BOLT OF 4 ON TOP OF A 2 FT
 KV6434'HIGH SQUARE CONCRETE FOUNDATION OF FORMER LIGHT POLE.  PAINTED YELLOW.
 KV6434'IT IS 46.52 M (152.6 FT) SE OF THE STATION.
 KV6434'RM 2 IS A -+- CUT ON TOP OF 18 INCH PIPE ALONG PIER AT APPROXIMATELY
 KV6434'90 DEGREES FROM STATION.  IT IS 1.55 M (5.1 FT) NE OF THE STATION.
 KV6434'RM 3 IS A -+- CUT ON OUTSHORE FACE OF 2ND LIGHT POLE FROM SHORE, AND
 KV6434'ABOUT 1 FT ABOVE WOOD PIPE COVER.  IT IS 1.4 M (4.6 FT) NW OF STATION.
 KV6434'RM 4 IS 2 FT HIGH -+- CUT ON FENCE POLE, INNER END OF PIER.  IT IS
 KV6434'20.06 M (65.8 FT) SE OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4077 ***********************************************************************
 KV4077  DESIGNATION -  STEPS USE 1932
 KV4077  PID         -  KV4077
 KV4077  STATE/COUNTY-  NJ/HUDSON
 KV4077  USGS QUAD   -  WEEHAWKEN (1995)
 KV4077
 KV4077                         *CURRENT SURVEY CONTROL
 KV4077  ___________________________________________________________________
 KV4077* NAD 83(1996)-  40 47 26.34543(N)    074 00 02.70642(W)     ADJUSTED  
 KV4077* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 KV4077  ___________________________________________________________________
 KV4077  LAPLACE CORR-           6.19  (seconds)                    DEFLEC99
 KV4077  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 KV4077
 KV4077  HORZ ORDER  -  THIRD
 KV4077
 KV4077.The horizontal coordinates were established by classical geodetic methods
 KV4077.and adjusted by the National Geodetic Survey in September 1999..
 KV4077
 KV4077.The orthometric height was scaled from a topographic map.
 KV4077
 KV4077.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4077
 KV4077.The geoid height was determined by GEOID03.
 KV4077
 KV4077;                    North         East     Units Scale Factor Converg.
 KV4077;SPC NJ       -   217,421.267   192,132.829   MT  0.99992184   +0 19 34.2
 KV4077;SPC NJ       -   713,322.94    630,355.79   sFT  0.99992184   +0 19 34.2
 KV4077;SPC NY L     -    69,291.111   299,936.549   MT  0.99999544   -0 00 01.8
 KV4077;SPC NY L     -   227,332.59    984,041.83   sFT  0.99999544   -0 00 01.8
 KV4077;UTM  18      - 4,515,998.108   584,304.279   MT  0.99968748   +0 39 10.2
 KV4077
 KV4077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4077!SPC NJ       -   0.99999781  x   0.99992184  =   0.99991965
 KV4077!SPC NY L     -   0.99999781  x   0.99999544  =   0.99999325
 KV4077!UTM  18      -   0.99999781  x   0.99968748  =   0.99968529
 KV4077
 KV4077:                Primary Azimuth Mark                     Grid Az
 KV4077:SPC NJ       -  NORTH BERGEN LORD DRYDOCK CHIM           032 08 42.8
 KV4077:SPC NY L     -  NORTH BERGEN LORD DRYDOCK CHIM           032 28 18.8
 KV4077:UTM  18      -  NORTH BERGEN LORD DRYDOCK CHIM           031 49 06.8
 KV4077
 KV4077|---------------------------------------------------------------------|
 KV4077| PID    Reference Object                     Distance      Geod. Az  |
 KV4077|                                                           dddmmss.s |
 KV4077| KU3909 NORTH BERGEN LORD DRYDOCK CHIM      APPROX. 0.7 KM 0322817.0 |
 KV4077| KU3905 EDGEWATER FORD MOTOR TANK           APPROX. 2.5 KM 0324642.0 |
 KV4077| KU3906 EDGEWATER FORD MOTOR FLAGPOLE       APPROX. 2.5 KM 0381937.3 |
 KV4077| KU4022 MANHATTAN RIVERSIDE BAP CH TWR      APPROX. 4.0 KM 0532120.4 |
 KV4077| KU4026 MANHATTAN ROERICH MUSEUM TOWER      APPROX. 2.7 KM 0663458.2 |
 KV4077| KU4003 MANHATTAN HOTEL PARIS FLAGPOLE      APPROX. 2.4 KM 0765430.6 |
 KV4077| KU3959 MANHATTAN SOLDIERS SAILORS MON      APPROX. 1.8 KM 0850310.7 |
 KV4077| KU3954 MANHATTAN COLUMB YACHT CLUB FP      APPROX. 1.6 KM 0910201.3 |
 KV4077| KU4011 MANHATTAN BERESFORD APTS N TWR      APPROX. 2.6 KM 1094818.4 |
 KV4077| KU4004 MANHATTAN BERESFORD APTS W TWR      APPROX. 2.6 KM 1103619.7 |
 KV4077| KU4010 MANHATTAN BERESFORD APTS S TWR      APPROX. 2.6 KM 1104354.7 |
 KV4077| KU3995 MANHATTAN SAN REMO APTS N TWR       APPROX. 2.6 KM 1223739.1 |
 KV4077| KU3996 MANHATTAN SAN REMO APTS S TWR       APPROX. 2.6 KM 1231921.5 |
 KV4077| KU4000 MANHATTAN NR SE CEN PK T BLDG       APPROX. 3.8 KM 1405144.0 |
 KV4077| KU3949 MANHATTAN INTERBORO PHSE E CHY      APPROX. 2.3 KM 1592246.5 |
 KV4077| KU3947 MANHATTAN INTERBORO PHSE W CHY      APPROX. 2.2 KM 1621420.9 |
 KV4077| KV4013 WEST NEW YORK PIER 7 ELEVATOR       APPROX. 1.4 KM 1985818.7 |
 KV4077|---------------------------------------------------------------------|
 KV4077
 KV4077                          SUPERSEDED SURVEY CONTROL
 KV4077
 KV4077  NAD 83(1996)-  40 47 26.34542(N)    074 00 02.70645(W) AD(       ) 3
 KV4077  NAD 83(1996)-  40 47 26.34502(N)    074 00 02.70725(W) AD(       ) 3
 KV4077  NAD 83(1992)-  40 47 26.34390(N)    074 00 02.70759(W) AD(       ) 3
 KV4077  NAD 83(1986)-  40 47 26.34895(N)    074 00 02.70770(W) AD(       ) 3
 KV4077  NAD 27      -  40 47 25.98300(N)    074 00 04.20800(W) AD(       ) 3
 KV4077
 KV4077.Superseded values are not recommended for survey control.
 KV4077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4077.See file dsdata.txt to determine how the superseded data were derived.
 KV4077
 KV4077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8430415998(NAD 83)
 KV4077_MARKER: H = DRILL HOLE
 KV4077_SETTING: 0 = UNSPECIFIED SETTING
 KV4077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4077
 KV4077  HISTORY     - Date     Condition        Report By
 KV4077  HISTORY     - 1932     MONUMENTED       USE
 KV4077  HISTORY     - 1933     GOOD             CGS
 KV4077  HISTORY     - 1952     MARK NOT FOUND   CGS
 KV4077  HISTORY     - 1971     GOOD             LOCENG
 KV4077
 KV4077                          STATION DESCRIPTION
 KV4077
 KV4077'DESCRIBED BY US ENGINEERS 1932 (RWW)
 KV4077'THIS STATION IS ON THE W SIDE OF THE HUDSON RIVER, IN GUTTENBURG
 KV4077'ON THE E SIDE OF EAST BOULEVARD, AT THE FOOT OF 25TH STREET.  IT
 KV4077'IS LOCATED NEAR THE NE CORNER OF THE FIRST LANDING PLATFORM OF
 KV4077'THE REINFORCED CONCRETE STEPS LEADING FROM EAST BOULEVARD DOWN
 KV4077'TO THE HUDSON RIVER.
 KV4077'
 KV4077'STATION IS MARKED BY A 3/8-INCH DRILL HOLE WITHIN A TRIANGLE
 KV4077'CUT IN THE CONCRETE PLATFORM.  NO REFERENCE MARKS WERE
 KV4077'PLACED.  REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4077'
 KV4077'NORMAL TO N EDGE OF PLATFORM 0.888 METERS
 KV4077'
 KV4077'NORMAL TO W EDGE OF PLATFORM 1.485 METERS
 KV4077'
 KV4077'NORMAL TO S EDGE OF PLATFORM 1.307 METERS
 KV4077'
 KV4077'NORMAL TO E EDGE OF PLATFORM 0.645 METERS
 KV4077'
 KV4077'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD SETUPS
 KV4077'ON THE CONCRETE PLATFORM.
 KV4077'
 KV4077'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 KV4077
 KV4077                          STATION RECOVERY (1933)
 KV4077
 KV4077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4077'STATION RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED, WITH
 KV4077'THE FOLLOWING ADDITIONS--
 KV4077'
 KV4077'THE LETTERS U.S.E.D. ARE CHISELED IN THE CONCRETE TO THE E OF
 KV4077'THE STATION MARK.  ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN
 KV4077'AS FOLLOWS--
 KV4077'
 KV4077'TO NEAR CIRCUMFERENCE OF NE CORNER RAILING-STANCHION 0.958 METERS
 KV4077'
 KV4077'TO NEAR CIRCUMFERENCE OF SE CORNER RAILING-STANCHION 1.312 METERS
 KV4077'
 KV4077'TO CENTER OF MIDDLE OF E RAILING-STANCHION 0.580 METERS
 KV4077'
 KV4077'TO CENTER OF MIDDLE OF N RAILING-STANCHION 0.932 METERS
 KV4077
 KV4077                          STATION RECOVERY (1952)
 KV4077
 KV4077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JB)
 KV4077'STATION PROBABLY LOST.  STATION WAS SEARCHED FOR AND NOT
 KV4077'FOUND.  THE CONCRETE STEPS HAVE BEEN RESURFACED AND ALL MARKS
 KV4077'REMOVED.
 KV4077
 KV4077                          STATION RECOVERY (1971)
 KV4077
 KV4077'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (FRP)
 KV4077'FOUND AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5833 ***********************************************************************
 KV5833  DESIGNATION -  STEVENS
 KV5833  PID         -  KV5833
 KV5833  STATE/COUNTY-  NJ/WARREN
 KV5833  USGS QUAD   -  BLAIRSTOWN (1971)
 KV5833
 KV5833                         *CURRENT SURVEY CONTROL
 KV5833  ___________________________________________________________________
 KV5833* NAD 83(1996)-  40 56 56.70742(N)    074 53 31.67435(W)     ADJUSTED  
 KV5833* NAVD 88     -       188.1    (meters)     617.     (feet)  GPS OBS   
 KV5833  ___________________________________________________________________
 KV5833  X           -   1,257,421.680 (meters)                     COMP
 KV5833  Y           -  -4,657,668.704 (meters)                     COMP
 KV5833  Z           -   4,158,255.841 (meters)                     COMP
 KV5833  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 KV5833  ELLIP HEIGHT-         155.02  (meters)          (10/23/02) GPS OBS
 KV5833  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KV5833
 KV5833  HORZ ORDER  -  FIRST
 KV5833  ELLP ORDER  -  FOURTH    CLASS I
 KV5833
 KV5833.The horizontal coordinates were established by GPS observations
 KV5833.and adjusted by the National Geodetic Survey in May 1999..
 KV5833
 KV5833.The orthometric height was determined by GPS observations and a
 KV5833.high-resolution geoid model.
 KV5833
 KV5833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5833
 KV5833.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5833
 KV5833.The ellipsoidal height was determined by GPS observations
 KV5833.and is referenced to NAD 83.
 KV5833
 KV5833.The geoid height was determined by GEOID03.
 KV5833
 KV5833;                    North         East     Units Scale Factor Converg.
 KV5833;SPC NJ       -   234,967.932   116,985.811   MT  0.99991341   -0 15 25.2
 KV5833;SPC NJ       -   770,890.62    383,810.95   sFT  0.99991341   -0 15 25.2
 KV5833;SPC PA S     -   183,303.309   840,589.554   MT  0.99999728   +1 51 15.0
 KV5833;SPC PA S     -   601,387.61  2,757,834.23   sFT  0.99999728   +1 51 15.0
 KV5833;SPC PA N     -    90,860.272   840,586.145   MT  0.99999004   +1 53 26.1
 KV5833;SPC PA N     -   298,097.41  2,757,823.04   sFT  0.99999004   +1 53 26.1
 KV5833;UTM  18      - 4,533,110.684   509,078.862   MT  0.99960101   +0 04 14.5
 KV5833
 KV5833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5833!SPC NJ       -   0.99997568  x   0.99991341  =   0.99988910
 KV5833!SPC PA S     -   0.99997568  x   0.99999728  =   0.99997296
 KV5833!SPC PA N     -   0.99997568  x   0.99999004  =   0.99996572
 KV5833!UTM  18      -   0.99997568  x   0.99960101  =   0.99957670
 KV5833
 KV5833|---------------------------------------------------------------------|
 KV5833| PID    Reference Object                     Distance      Geod. Az  |
 KV5833|                                                           dddmmss.s |
 KV5833| CB6421 STEVENS RM 1                         25.136 METERS 04241     |
 KV5833| KV5834 GIBBS                               APPROX. 1.1 KM 1102110.3 |
 KV5833| CB6422 STEVENS RM 2                         35.235 METERS 14958     |
 KV5833|---------------------------------------------------------------------|
 KV5833
 KV5833                          SUPERSEDED SURVEY CONTROL
 KV5833
 KV5833  NAD 83(1986)-  40 56 56.70670(N)    074 53 31.67524(W) AD(       ) 1
 KV5833  NAD 83(1986)-  40 56 56.70644(N)    074 53 31.67198(W) AD(       ) 2
 KV5833  NAD 27      -  40 56 56.35500(N)    074 53 33.06300(W) AD(       ) 2
 KV5833
 KV5833.Superseded values are not recommended for survey control.
 KV5833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5833.See file dsdata.txt to determine how the superseded data were derived.
 KV5833
 KV5833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0907933111(NAD 83)
 KV5833_MARKER: DS = TRIANGULATION STATION DISK
 KV5833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5833_SP_SET: CONCRETE POST
 KV5833_STAMPING: STEVENS 1942
 KV5833_MARK LOGO: CGS   
 KV5833_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5833+STABILITY: SURFACE MOTION
 KV5833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5833+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1993
 KV5833
 KV5833  HISTORY     - Date     Condition        Report By
 KV5833  HISTORY     - 1942     MONUMENTED       CGS
 KV5833  HISTORY     - 1942     GOOD             CGS
 KV5833  HISTORY     - 19930914 GOOD             NJGS
 KV5833
 KV5833                          STATION DESCRIPTION
 KV5833
 KV5833'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV5833'STATION IS ABOUT 1.5 MILES S OF JOHNSONBURG, AT THE STEVENS
 KV5833'INSTITUTE OF TECHNOLOGY CIVIL ENGINEERS CAMP, ON PROPERTY OWNED
 KV5833'BY THE INSTITUTE.  IT IS ON A GRASS COVERED RIDGE, ABOUT 82
 KV5833'FEET SW OF THE HIGHEST POINT, AND 186 FEET N OF THE NW LEG OF
 KV5833'THE ELEVATED TANK.  IT IS STAMPED STEVENS 1942 AND PROJECTS
 KV5833'ABOUT 1 FOOT.
 KV5833'
 KV5833'SURFACE, UNDERGROUND, AND REFERENCE MARK NO. 2 ARE STANDARD
 KV5833'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 KV5833'
 KV5833'A STEVENS INSTITUTE OF TECHNOLOGY DEPARTMENT OF CIVIL ENGINEERING
 KV5833'DISK IS USED AS REFERENCE MARK NO. 1.  IT IS ONE OF THEIR
 KV5833'STANDARD DISKS SET FLUSH IN THE TOP OF A 6- BY 6-INCH CONCRETE
 KV5833'POST THAT PROJECTS ABOUT 2 FEET.  IT IS NNE OF THE STATION, ON
 KV5833'ABOUT THE HIGHEST POINT OF THE RIDGE, AND 21 FEET W OF THE CENTER
 KV5833'OF A DIRT ROAD.  THERE IS NO STAMPING ON THE DISK.
 KV5833'
 KV5833'REFERENCE MARK NO. 2 IS SE OF THE STATION, ON THE SE SLOPE OF
 KV5833'THE RIDGE AND 102 FEET NE OF THE NW LEG OF THE ELEVATED TANK.  IT
 KV5833'IS STAMPED STEVENS 1942 NO.2 AND PROJECTS ABOUT 1 FOOT.
 KV5833'
 KV5833'TRIANGULATION STATION GIBBS WILL SERVE AS AN AZIMUTH MARK.
 KV5833'
 KV5833'TO REACH THE STATION FROM THE POST OFFICE IN JOHNSONBURG GO
 KV5833'WESTERLY ON A MACADAM ROAD FOR 1.35 MILES TO A DIRT ROAD LEFT
 KV5833'AT SIGN ENGINEERS CAMP STEVENS INSTITUTE OF TECHNOLOGY.  TURN
 KV5833'LEFT AND GO 0.15 MILE TO A DIRT ROAD LEFT AT ANOTHER ENGINEERS
 KV5833'CAMP SIGN, HERE TURN LEFT AND GO 0.05 MILE TO A FORKS, TAKE THE
 KV5833'RIGHT FORK AND GO 0.3 MILE TO THE BRISTOL BUILDING AT THE
 KV5833'ENGINEERS CAMP.  THE STATION IS ABOUT 200 FEET E OF THIS POINT.
 KV5833'
 KV5833'A 90-FOOT TOWER WILL SEE A 15-FOOT LIGHT AT STATION KRECH
 KV5833'(N.J.G.S. 1938).
 KV5833'
 KV5833'A 77-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT STATION STUYVESANT
 KV5833'1935.
 KV5833
 KV5833                          STATION RECOVERY (1942)
 KV5833
 KV5833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 KV5833'RECOVERED IN GOOD CONDITION.
 KV5833
 KV5833                          STATION RECOVERY (1993)
 KV5833
 KV5833'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV5833'THE STATION IS LOCATED IN FRELINGHUYSEN TOWNSHIP ON THE GROUNDS OF THE
 KV5833'PRESBYTERIAN CHURCH CAMP AND CONFERENCE CENTER, P.O. BOX 475, ROUTE
 KV5833'519, JOHNSONBURG, NEW JERSEY  07846.  PERMISSION TO OCCUPY THE
 KV5833'STATION SHOULD BE OBTAINED FROM MR. KURT OELSCHLAGER, SITE MANAGER,
 KV5833'PHONE 908 852 2349.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV5833'INTERSTATE HIGHWAY 80 AND COUNTY ROAD 521 AT INTERCHANGE 12, GO SOUTH
 KV5833'ON COUNTY ROAD 521 FOR 1.10 MI (1.77 KM) TO THE TOWN OF HOPE AND THE
 KV5833'CROSSROADS INTERSECTION WITH COUNTY 519, HOPE JOHNSONBURG ROAD.  TURN
 KV5833'LEFT AND GO NORTHEAST ON COUNTY ROAD 519 FOR 5.2 MI, CROSSING UNDER
 KV5833'INTERSTATE HIGHWAY 80, TO THE ENTRANCE DRIVE FOR THE PRESBYTERIAN
 KV5833'CAMP AND CONFERENCE CENTER ON THE RIGHT, JUST WEST OF THE WYE
 KV5833'JUNCTION OF COUNTY ROADS 661 AND 519.  TURN RIGHT AND GO 0.2 MI
 KV5833'(0.3 KM) SOUTH SOUTHWEST ON THE GRAVEL DRIVE UPHILL TO THE CAMP AND
 KV5833'CONFERENCE CENTER OFFICE ON THE RIGHT.  CONTINUE AHEAD FOR 0.05 MI
 KV5833'(0.08 KM) TO A FORK AND A GRASS COVERED KNOLL AHEAD.  BEAR TO THE
 KV5833'LEFT AND GO 0.10 MI (0.16 KM) ON A GRAVEL ROAD TO THE STATION ON THE
 KV5833'RIGHT, NORTHEAST OF AN INGROUND SWIMMING POOL AND NEXT TO AN ORANGE
 KV5833'CARSONITE WITNESS POST.  THE STATION IS 29.4 M (96.5 FT) NORTH
 KV5833'NORTHEAST FROM THE EAST CORNER OF A 5 FT (1.5 M) HIGH CHAIN LINK
 KV5833'FENCE SURROUNDING AN INGROUND SWIMMING POOL, 16.9 M (55.4 FT)
 KV5833'NORTHEAST FROM AND NORMAL TO A 5 FT (1.5 M) HIGH CHAIN LINK FENCE
 KV5833'SURROUNDING AN INGROUND SWIMMING POOL, 33.0 M (108.3 FT) NORTHWEST
 KV5833'FROM A 3 FT (0.9 M) DIAMETER MAPLE TREE, 37.5 M (123.0 FT) WEST FROM
 KV5833'AND NORMAL TO THE CENTERLINE OF A GRAVEL ROAD AND 0.5 M (1.6 FT)
 KV5833'NORTH FROM AN ORANGE CARSONITE WITNESS POST.  THE STATION PROJECTS 0.2
 KV5833'M (0.7 FT) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU4523 ***********************************************************************
 KU4523  DESIGNATION -  STINKY
 KU4523  PID         -  KU4523
 KU4523  STATE/COUNTY-  NJ/MONMOUTH
 KU4523  USGS QUAD   -  LONG BRANCH (1981)
 KU4523
 KU4523                         *CURRENT SURVEY CONTROL
 KU4523  ___________________________________________________________________
 KU4523* NAD 83(1996)-  40 20 18.78417(N)    073 59 31.31095(W)     ADJUSTED  
 KU4523* NAVD 88     -         2.6    (meters)       9.     (feet)  VERTCON   
 KU4523  ___________________________________________________________________
 KU4523  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 KU4523  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KU4523
 KU4523  HORZ ORDER  -  THIRD
 KU4523
 KU4523.The horizontal coordinates were established by classical geodetic methods
 KU4523.and adjusted by the National Geodetic Survey in September 1999..
 KU4523
 KU4523.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU4523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU4523
 KU4523.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4523
 KU4523.The geoid height was determined by GEOID03.
 KU4523
 KU4523;                    North         East     Units Scale Factor Converg.
 KU4523;SPC NJ       -   167,226.495   193,158.242   MT  0.99992292   +0 19 43.7
 KU4523;SPC NJ       -   548,642.26    633,720.00   sFT  0.99992292   +0 19 43.7
 KU4523;UTM  18      - 4,465,821.685   585,614.251   MT  0.99969023   +0 39 09.0
 KU4523
 KU4523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4523!SPC NJ       -   1.00000471  x   0.99992292  =   0.99992763
 KU4523!UTM  18      -   1.00000471  x   0.99969023  =   0.99969494
 KU4523
 KU4523                          SUPERSEDED SURVEY CONTROL
 KU4523
 KU4523  NAD 83(1986)-  40 20 18.78287(N)    073 59 31.30574(W) AD(       ) 3
 KU4523  NGVD 29 (07/14/89)    2.9    (m)           10.     (f) VERT ANG       
 KU4523
 KU4523.Superseded values are not recommended for survey control.
 KU4523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4523.See file dsdata.txt to determine how the superseded data were derived.
 KU4523
 KU4523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8561465822(NAD 83)
 KU4523_MARKER: DE = TRAVERSE STATION DISK
 KU4523_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KU4523_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU4523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU4523+STABILITY: SURFACE MOTION
 KU4523
 KU4523  HISTORY     - Date     Condition        Report By
 KU4523  HISTORY     - 1982     MONUMENTED       NOS
 KU4523  HISTORY     - 19920803 GOOD             USPSQD
 KU4523
 KU4523                          STATION DESCRIPTION
 KU4523
 KU4523'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 KU4523'THE STATION IS LOCATED IN MONMOUTH COUNTY, NEW JERSEY ALONG
 KU4523'THE WHARF OF THE MONMOUTH COUNTY REGIONAL SEWER TREATMENT
 KU4523'FACILITY IN MONMOUTH BEACH.
 KU4523'
 KU4523'TO REACH THE STATION FROM THE INTERSECTION OF ATLANTIC AVENUE
 KU4523'AND RATTEN AVENUE IN NORTH LONG BRANCH, PROCEED NORTHERLY ON
 KU4523'RATTEN AVENUE FOR 1.8 KM (1.1 MILES) TO THE INTERSECTION WITH
 KU4523'MEADOW AVENUE.  TURN LEFT ON MEADOW AVENUE AND GO
 KU4523'0.8 KM (0.5 MILE) TO ITS TERMINATION AT THE SEWER
 KU4523'TREATMENT PLANT.  SIGN IN AT THE OFFICE AND PROCEED NORTHERLY
 KU4523'TO WHARF ON THE SHREWSBURY RIVER AND THE VICINITY OF THE
 KU4523'STATION.
 KU4523'
 KU4523'THE STATION IS A STANDARD NOS DISK
 KU4523'STAMPED---STINKY 1982---,
 KU4523'SET FLUSH IN THE CONCRETE WHARF.
 KU4523'IT IS LOCATED
 KU4523'1.2 METERS (3.94 FT) SOUTH FROM THE NORTH FACE OF THE WHARF, AND
 KU4523'1 METER (3.3 FT) WEST FROM THE EAST FACE.
 KU4523'
 KU4523'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.40 METERS.
 KU4523'DESCRIBED BY B. LINK
 KU4523
 KU4523                          STATION RECOVERY (1992)
 KU4523
 KU4523'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU4523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2339 ***********************************************************************
 JU2339  DESIGNATION -  STITES
 JU2339  PID         -  JU2339
 JU2339  STATE/COUNTY-  NJ/CAPE MAY
 JU2339  USGS QUAD   -  WOODBINE (1972)
 JU2339
 JU2339                         *CURRENT SURVEY CONTROL
 JU2339  ___________________________________________________________________
 JU2339* NAD 83(1996)-  39 07 31.29572(N)    074 46 15.78804(W)     ADJUSTED  
 JU2339* NAVD 88     -         0.751  (meters)       2.46   (feet)  ADJUSTED  
 JU2339  ___________________________________________________________________
 JU2339  X           -   1,301,439.774 (meters)                     COMP
 JU2339  Y           -  -4,780,546.848 (meters)                     COMP
 JU2339  Z           -   4,003,101.355 (meters)                     COMP
 JU2339  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 JU2339  ELLIP HEIGHT-         -34.31  (meters)          (10/23/02) GPS OBS
 JU2339  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 JU2339  DYNAMIC HT  -           0.751 (meters)       2.46  (feet)  COMP
 JU2339  MODELED GRAV-     980,071.5   (mgal)                       NAVD 88
 JU2339
 JU2339  HORZ ORDER  -  FIRST
 JU2339  VERT ORDER  -  FIRST     CLASS II
 JU2339  ELLP ORDER  -  FOURTH    CLASS I
 JU2339
 JU2339.The horizontal coordinates were established by GPS observations
 JU2339.and adjusted by the National Geodetic Survey in May 1999..
 JU2339
 JU2339.The orthometric height was determined by differential leveling
 JU2339.and adjusted by the National Geodetic Survey in June 1991..
 JU2339
 JU2339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2339
 JU2339.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2339
 JU2339.The ellipsoidal height was determined by GPS observations
 JU2339.and is referenced to NAD 83.
 JU2339
 JU2339.The geoid height was determined by GEOID03.
 JU2339
 JU2339.The dynamic height is computed by dividing the NAVD 88
 JU2339.geopotential number by the normal gravity value computed on the
 JU2339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2339.degrees latitude (g = 980.6199 gals.).
 JU2339
 JU2339.The modeled gravity was interpolated from observed gravity values.
 JU2339
 JU2339;                    North         East     Units Scale Factor Converg.
 JU2339;SPC NJ       -    32,451.097   126,563.535   MT  0.99990676   -0 10 15.7
 JU2339;SPC NJ       -   106,466.64    415,233.86   sFT  0.99990676   -0 10 15.7
 JU2339;UTM  18      - 4,330,713.008   519,789.969   MT  0.99960482   +0 08 40.1
 JU2339
 JU2339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2339!SPC NJ       -   1.00000538  x   0.99990676  =   0.99991214
 JU2339!UTM  18      -   1.00000538  x   0.99960482  =   0.99961020
 JU2339
 JU2339:                Primary Azimuth Mark                     Grid Az
 JU2339:SPC NJ       -  ATLANTIC CITY N CONSOLAN TOWER           036 08 08.5
 JU2339:UTM  18      -  ATLANTIC CITY N CONSOLAN TOWER           035 49 12.7
 JU2339
 JU2339|---------------------------------------------------------------------|
 JU2339| PID    Reference Object                     Distance      Geod. Az  |
 JU2339|                                                           dddmmss.s |
 JU2339| JU2935 ATLANTIC CITY N CONSOLAN TOWER      APPROX. 1.9 KM 0355752.8 |
 JU2339| JU2906 VIEW                                APPROX. 6.2 KM 0380127.2 |
 JU2339| CB3088 STITES RM 2                          28.760 METERS 08606     |
 JU2339| JU2905 MID                                 APPROX. 3.6 KM 0860817.4 |
 JU2339| JU2942 ATLANTIC CITY S CONSOLAN TOWER      APPROX. 0.5 KM 1000551.9 |
 JU2339| JU4447 MIDDLE 4                            180.350 METERS 27250     |
 JU2339| JU2933 GARDEN STATE PARKWAY RADIO TWR      411.751 METERS 3383817.0 |
 JU2339| CB3087 STITES RM 1                          25.530 METERS 34332     |
 JU2339|---------------------------------------------------------------------|
 JU2339
 JU2339                          SUPERSEDED SURVEY CONTROL
 JU2339
 JU2339  ELLIP H (05/14/99)  -34.33   (m)                       GP(       ) 4 1
 JU2339  NAD 83(1992)-  39 07 31.29529(N)    074 46 15.78752(W) AD(       ) 1
 JU2339  ELLIP H (03/31/93)  -34.44   (m)                       GP(       ) 3 2
 JU2339  NAD 83(1991)-  39 07 31.27719(N)    074 46 15.78632(W) AD(       ) 3
 JU2339  NAD 83(1986)-  39 07 31.27725(N)    074 46 15.78651(W) AD(       ) 3
 JU2339  NAD 27      -  39 07 30.86300(N)    074 46 17.19700(W) AD(       ) 3
 JU2339  NAVD 88 (03/31/93)    0.75   (m)            2.5    (f) LEVELING    3  
 JU2339  NGVD 29 (01/10/92)    1.144  (m)            3.75   (f) ADJUSTED    1 2
 JU2339
 JU2339.Superseded values are not recommended for survey control.
 JU2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2339.See file dsdata.txt to determine how the superseded data were derived.
 JU2339
 JU2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1979030713(NAD 83)
 JU2339_MARKER: DS = TRIANGULATION STATION DISK
 JU2339_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU2339_SP_SET: CLAY TILE IN EARTH
 JU2339_STAMPING: STITES 1936
 JU2339_MARK LOGO: CGS   
 JU2339_PROJECTION: PROJECTING 5 CENTIMETERS
 JU2339_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2339+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1998
 JU2339
 JU2339  HISTORY     - Date     Condition        Report By
 JU2339  HISTORY     - 1936     MONUMENTED       CGS
 JU2339  HISTORY     - 1937     GOOD             CGS
 JU2339  HISTORY     - 1939     GOOD             CGS
 JU2339  HISTORY     - 1950     GOOD             CGS
 JU2339  HISTORY     - 1956     GOOD             CGS
 JU2339  HISTORY     - 1970     GOOD             NGS
 JU2339  HISTORY     - 1979     GOOD             NGS
 JU2339  HISTORY     - 19900807 GOOD             NJGS
 JU2339  HISTORY     - 19930311 GOOD             NJHA
 JU2339  HISTORY     - 19940830 GOOD             NJGS
 JU2339  HISTORY     - 19980720 GOOD             NJGS
 JU2339
 JU2339                          STATION DESCRIPTION
 JU2339
 JU2339'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2339'STATION IS LOCATED ON THE SE SIDE OF THE ROAD TO AVALON, NEW
 JU2339'JERSEY, 2.43 MILES E OF THE E END OF THE BRIDGE ON W SIDE OF
 JU2339'AVALON.  THE STATION IS 24.3 METERS SE OF THE CENTER LINE OF THE
 JU2339'ROAD IN THE MARSH.  THERE ARE TWO REFERENCE MARKS ON THE S EDGE
 JU2339'OF THE ROAD FILL AND ALSO A 6- BY 6-INCH CONCRETE MONUMENT WITH
 JU2339'A NAIL IN THE TOP.
 JU2339'
 JU2339'STATION IS MARKED, AS DESCRIBED IN NOTE 6A, BY A STANDARD
 JU2339'DISK, STAMPED STITES 1936, SET IN THE TOP OF A CONCRETE-FILLED
 JU2339'8-INCH TILE, WHICH PROJECTS 4 INCHES ABOVE GROUND.
 JU2339'
 JU2339'REFERENCE MARKS NO.1 AND NO. 2 ARE MARKED, AS DESCRIBED IN NOTE
 JU2339'11A, BY STANDARD DISKS, STAMPED NO.1 STITES 1936 AND NO. 2
 JU2339'STITES 1936, SET IN THE TOPS OF TWO CONCRETE MONUMENTS, WHICH
 JU2339'PROJECT 4 INCHES ABOVE GROUND.
 JU2339'
 JU2339'HEIGHT OF LIGHT ABOVE STATION MARK 16 FEET.
 JU2339
 JU2339                          STATION RECOVERY (1937)
 JU2339
 JU2339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2339'THE ORIGINAL DESCRIPTION SHOULD BE CHANGED TO READ--STATION
 JU2339'STITES IS LOCATED SW OF THE ROAD TO AVALON, N.J., 2.43 MILES W
 JU2339'OF THE BRIDGE ON THE W SIDE OF AVALON.  THE STATION IS 24.3 METERS
 JU2339'SW OF THE CENTER LINE OF THE ROAD AND IN THE MARSH.  THERE ARE
 JU2339'TWO REFERENCE MARKS ON THE S EDGE OF THE ROAD FILL, AND ALSO
 JU2339'A 6- BY 6-INCH CONCRETE MONUMENT WITH A NAIL IN THE TOP.  THE
 JU2339'STATION IS MARKED AND REFERENCED IN ACCORDANCE WITH STANDARD
 JU2339'NOTES 1A, AND 11A.
 JU2339
 JU2339                          STATION RECOVERY (1939)
 JU2339
 JU2339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (AN)
 JU2339'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 JU2339'
 JU2339'BOTH REFERENCE MARKS ARE STAMPED NO. 1.
 JU2339
 JU2339                          STATION RECOVERY (1950)
 JU2339
 JU2339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2339'STATION MARK, REFERENCE MARKS, AND MONUMENT RECOVERED IN GOOD
 JU2339'CONDITION.  DISTANCES TO REFERENCE MARKS WERE MEASURED WITH A
 JU2339'STEEL TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION
 JU2339'IS ADEQUATE AND CORRECT WITH THE FOLLOWING ADDITIONS--
 JU2339'
 JU2339'R.M. 1 IS 23.4 FEET S OF THE CENTER LINE OF THE ROAD AND
 JU2339'0.5 FOOT BELOW THE SURFACE OF THE GROUND.
 JU2339'
 JU2339'R.M. 2 IS 23.4 FEET S OF THE CENTER LINE OF THE ROAD AND 1
 JU2339'FOOT BELOW THE SURFACE OF THE GROUND.
 JU2339'
 JU2339'A 4- BY 4-INCH WITNESS POST WAS SET 2.5 FEET NW OF R.M. 2.
 JU2339
 JU2339                          STATION RECOVERY (1956)
 JU2339
 JU2339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 JU2339'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AND AS
 JU2339'DESCRIBED BY L.D.G. IN 1937.
 JU2339'
 JU2339'THE STATION IS ABOUT 50 FEET WEST OF THE NORTH BOUND ENTRANCE
 JU2339'TO THE GARDEN STATE PARKWAY AND 79 FEET SOUTH OF THE CENTERLINE
 JU2339'OF THE AVALON HIGHWAY AND 1 TENTH OF A MILE EAST OF THE EAST
 JU2339'SIDE OF THE GARDEN STATE PARKWAY, 66.7 FEET NW OF ACE CO. POWER
 JU2339'LINE POLE NO. W 20452.
 JU2339'
 JU2339'BOTH REFERENCE MARKS ARE IN THE SOUTH SHOULDER OF THE ROAD AND
 JU2339'ARE ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.
 JU2339
 JU2339                          STATION RECOVERY (1970)
 JU2339
 JU2339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU2339'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION BY J.A.B. IN
 JU2339'1936 AND THE RECOVERY NOTES BY H.F.G. IN 1950 AND C.A.S. IN
 JU2339'1956 ARE ADEQUATE WITH THE FOLLOWING EXCEPTION--STATION IS 105.0
 JU2339'FEET WEST OF THE EXTENDED CENTERLINE OF NORTHBOUND ENTRANCE
 JU2339'TO THE GARDEN STATE PARKWAY.  THE POWER POLE MENTIONED IS SOUTH
 JU2339'OF THE HIGHWAY IN THE MARSH, AND HAS BEEN CUT AT ABOUT WAIST
 JU2339'HEIGHT.
 JU2339
 JU2339                          STATION RECOVERY (1979)
 JU2339
 JU2339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU2339'0.5 MI SE FROM SWAINTON.
 JU2339'THE MARK IS 2 FT BELOW BOULEVARD.
 JU2339'0.5 MILE SOUTHEAST ALONG AVALON BOULEVARD FROM THE JUNCTION OF STATE
 JU2339'ROUTE 9 AT SWAINTON, AT THE JUNCTION OF THE NORTH-BOUND ENTRANCE TO
 JU2339'THE GARDEN STATE PARKWAY, 105.0 FEET NORTHWEST ALONG THE SHOULDER
 JU2339'FROM THE EXTENDED CENTER LINE OF THE ENTRANCE, 79.0 FEET SOUTHWEST
 JU2339'OF THE CENTER LINE OF THE ROAD, 66.7 FEET NORTHWEST OF A 3 FOOT
 JU2339'CUT OFF POWER POLE.
 JU2339'THE MARK IS 1 FT  W FROM A WITNESS POST.
 JU2339
 JU2339                          STATION RECOVERY (1990)
 JU2339
 JU2339'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2339'THE STATION IS LOCATED IN MIDDLE TOWNSHIP, ON THE SOUTHWEST SIDE OF
 JU2339'COUNTY ROAD 601, AVALON BOULEVARD, JUST EAST OF INTERCHANGE 13 OF THE
 JU2339'GARDEN STATE PARKWAY.  THE STATION IS 105.0 FT (32.0 M) WEST OF THE
 JU2339'EXTENDED CENTERLINE OF THE NORTHBOUND PARKWAY ENTRANCE AND SOUTHBOUND
 JU2339'EXIT RAMP OF THE GARDEN STATE PARKWAY AT INTERCHANGE 13 ONTO
 JU2339'WESTBOUND ROUTE 601, 79 FT (24.1 M) SOUTH OF THE ROUTE 601
 JU2339'CENTERLINE, 16.4 M (53.8 FT) SOUTH SOUTHWEST OF POLE NUMBER BT1082MI,
 JU2339'16.0 M (52.5 FT) SOUTH SOUTHWEST OF A CARSONITE WITNESS POST LOCATED
 JU2339'ON THE SOUTH SIDE OF AVALON BOULEVARD AND SET IN CONCRETE IN AN 8
 JU2339'INCH TILE PIPE IMBEDED IN THE MARSH.
 JU2339
 JU2339                          STATION RECOVERY (1993)
 JU2339
 JU2339'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 JU2339'RECOVERED IN GOOD CONDITION.
 JU2339
 JU2339                          STATION RECOVERY (1994)
 JU2339
 JU2339'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU2339'THE STATION IS LOCATED IN MIDDLE TOWNSHIP, ON THE SOUTHWEST SIDE OF
 JU2339'COUNTY ROAD 601, AVALON BOULEVARD, JUST EAST OF INTERCHANGE 13 OF THE
 JU2339'GARDEN STATE PARKWAY.  THE STATION IS 105.0 FT (32.0 M) WEST OF THE
 JU2339'EXTENDED CENTERLINE OF THE NORTHBOUND PARKWAY ENTRANCE AND SOUTHBOUND
 JU2339'EXIT RAMP OF THE GARDEN STATE PARKWAY AT INTERCHANGE 13 ONTO WESTBOUND
 JU2339'ROUTE 601, 79 FT (24.1 M) SOUTH OF THE ROUTE 601 CENTERLINE, 16.4 M
 JU2339'(53.8 FT) SOUTH SOUTHWEST OF POLE NUMBER BT1082MI, 16.0 M (52.5 FT)
 JU2339'SOUTH SOUTHWEST OF A CARSONITE WITNESS POST LOCATED ON THE SOUTH SIDE
 JU2339'OF AVALON BOULEVARD AND SET IN CONCRETE IN AN 8 INCH TILE PIPE IMBEDED
 JU2339'IN THE MARSH.
 JU2339
 JU2339                          STATION RECOVERY (1998)
 JU2339
 JU2339'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 JU2339'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4007 ***********************************************************************
 KV4007  DESIGNATION -  STONE
 KV4007  PID         -  KV4007
 KV4007  STATE/COUNTY-  NJ/BERGEN
 KV4007  USGS QUAD   -  WEEHAWKEN (1995)
 KV4007
 KV4007                         *CURRENT SURVEY CONTROL
 KV4007  ___________________________________________________________________
 KV4007* NAD 83(1996)-  40 50 47.93081(N)    074 07 14.96061(W)     ADJUSTED  
 KV4007* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 KV4007  ___________________________________________________________________
 KV4007  LAPLACE CORR-           6.35  (seconds)                    DEFLEC99
 KV4007  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KV4007
 KV4007  HORZ ORDER  -  THIRD
 KV4007
 KV4007.The horizontal coordinates were established by classical geodetic methods
 KV4007.and adjusted by the National Geodetic Survey in September 1999..
 KV4007
 KV4007.The orthometric height was scaled from a topographic map.
 KV4007
 KV4007.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4007
 KV4007.The geoid height was determined by GEOID03.
 KV4007
 KV4007;                    North         East     Units Scale Factor Converg.
 KV4007;SPC NJ       -   223,588.290   181,972.841   MT  0.99991258   +0 14 52.8
 KV4007;SPC NJ       -   733,555.91    597,022.56   sFT  0.99991258   +0 14 52.8
 KV4007;SPC NY L     -    75,516.478   289,811.117   MT  0.99999490   -0 04 44.5
 KV4007;SPC NY L     -   247,756.98    950,821.97   sFT  0.99999490   -0 04 44.5
 KV4007;UTM  18      - 4,522,105.605   574,111.718   MT  0.99966760   +0 34 30.1
 KV4007
 KV4007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4007!SPC NJ       -   1.00000367  x   0.99991258  =   0.99991625
 KV4007!SPC NY L     -   1.00000367  x   0.99999490  =   0.99999857
 KV4007!UTM  18      -   1.00000367  x   0.99966760  =   0.99967127
 KV4007
 KV4007|---------------------------------------------------------------------|
 KV4007| PID    Reference Object                     Distance      Geod. Az  |
 KV4007|                                                           dddmmss.s |
 KV4007| KV3971 DITCH                               213.264 METERS 13048     |
 KV4007| KV3976 SWAMP                               APPROX. 0.5 KM 2034636.0 |
 KV4007| CB6423 STONE RM 1                           10.500 METERS 23309     |
 KV4007| CB6424 STONE RM 2                            2.819 METERS 35614     |
 KV4007|---------------------------------------------------------------------|
 KV4007
 KV4007                          SUPERSEDED SURVEY CONTROL
 KV4007
 KV4007  NAD 83(1996)-  40 50 47.93060(N)    074 07 14.96094(W) AD(       ) 3
 KV4007  NAD 83(1996)-  40 50 47.92658(N)    074 07 14.96651(W) AD(       ) 3
 KV4007  NAD 83(1992)-  40 50 47.92664(N)    074 07 14.96673(W) AD(       ) 3
 KV4007  NAD 83(1986)-  40 50 47.92963(N)    074 07 14.97237(W) AD(       ) 3
 KV4007  NAD 27      -  40 50 47.58200(N)    074 07 16.45500(W) AD(       ) 3
 KV4007
 KV4007.Superseded values are not recommended for survey control.
 KV4007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4007.See file dsdata.txt to determine how the superseded data were derived.
 KV4007
 KV4007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7411222106(NAD 83)
 KV4007_MARKER: DS = TRIANGULATION STATION DISK
 KV4007_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4007_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4007
 KV4007  HISTORY     - Date     Condition        Report By
 KV4007  HISTORY     - 1913     MONUMENTED       CGS
 KV4007  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4007
 KV4007                          STATION DESCRIPTION
 KV4007
 KV4007'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4007'STATION IS ON THE E SIDE OF PASSAIC RIVER, 2 FEET FROM THE
 KV4007'EASTERN ABUTMENT OF THE ERIE RAILROAD BRIDGE, ON THE RAILROAD
 KV4007'EMBANKMENT SW SIDE, 4 FEET FROM THE EDGE.  THE STATION IS IN THE
 KV4007'SUBURB OF WALLINGTON, AND IS MARKED BY A C. AND G.S. STANDARD
 KV4007'BRASS DISK CEMENTED IN THE TOP OF A 4-INCH TILE PIPE AND SUNK TO
 KV4007'THE SURFACE LEVEL.
 KV4007'
 KV4007'THE SUBSURFACE MARK IS A BURIED BOTTLE SET IN CONCRETE.
 KV4007'
 KV4007'TWO REFERENCE MARKS, EACH A CROSS AND THE LETTERS U.S.C. AND
 KV4007'G.S. CUT ON THE BRIDGE ABUTMENT CORNERS, ARE RESPECTIVELY
 KV4007'34.45 FEET AND 9.25 FEET FROM THE STATION.
 KV4007
 KV4007                          STATION RECOVERY (1933)
 KV4007
 KV4007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4007'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU4061 ***********************************************************************
 KU4061  DESIGNATION -  STONE A
 KU4061  PID         -  KU4061
 KU4061  STATE/COUNTY-  NJ/BERGEN
 KU4061  USGS QUAD   -  YONKERS (1979)
 KU4061
 KU4061                         *CURRENT SURVEY CONTROL
 KU4061  ___________________________________________________________________
 KU4061* NAD 83(1996)-  40 56 01.71617(N)    073 55 59.51487(W)     ADJUSTED  
 KU4061* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 KU4061  ___________________________________________________________________
 KU4061  LAPLACE CORR-           6.75  (seconds)                    DEFLEC99
 KU4061  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 KU4061
 KU4061  HORZ ORDER  -  FIRST
 KU4061
 KU4061.The horizontal coordinates were established by classical geodetic methods
 KU4061.and adjusted by the National Geodetic Survey in September 1999..
 KU4061
 KU4061.The orthometric height was scaled from a topographic map.
 KU4061
 KU4061.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4061
 KU4061.The geoid height was determined by GEOID03.
 KU4061
 KU4061;                    North         East     Units Scale Factor Converg.
 KU4061;SPC NJ       -   233,352.375   197,730.956   MT  0.99992803   +0 22 16.9
 KU4061;SPC NJ       -   765,590.25    648,722.31   sFT  0.99992803   +0 22 16.9
 KU4061;SPC NY L     -    85,191.113   305,625.946   MT  0.99999596   +0 02 37.3
 KU4061;SPC NY L     -   279,497.84  1,002,707.79   sFT  0.99999596   +0 02 37.3
 KU4061;SPC NY E     -   233,352.375   197,730.956   MT  0.99992803   +0 22 16.9
 KU4061;SPC NY E     -   765,590.25    648,722.31   sFT  0.99992803   +0 22 16.9
 KU4061;UTM  18      - 4,531,957.224   589,810.073   MT  0.99969927   +0 41 56.4
 KU4061
 KU4061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4061!SPC NJ       -   0.99998364  x   0.99992803  =   0.99991167
 KU4061!SPC NY L     -   0.99998364  x   0.99999596  =   0.99997960
 KU4061!SPC NY E     -   0.99998364  x   0.99992803  =   0.99991167
 KU4061!UTM  18      -   0.99998364  x   0.99969927  =   0.99968292
 KU4061
 KU4061:                Primary Azimuth Mark                     Grid Az
 KU4061:SPC NJ       -  ALPINE TELEVISION TOWER                  016 10 22.2
 KU4061:SPC NY L     -  ALPINE TELEVISION TOWER                  016 30 01.8
 KU4061:SPC NY E     -  ALPINE TELEVISION TOWER                  016 10 22.2
 KU4061:UTM  18      -  ALPINE TELEVISION TOWER                  015 50 42.7
 KU4061
 KU4061|---------------------------------------------------------------------|
 KU4061| PID    Reference Object                     Distance      Geod. Az  |
 KU4061|                                                           dddmmss.s |
 KU4061| KU4054 ALPINE TELEVISION TOWER             APPROX. 3.1 KM 0163239.1 |
 KU4061| KU1633 STONE A AZ MK                                      1282828.7 |
 KU4061| KU4017 NEW YORK PREBY HOSP FLAG            APPROX.10.3 KM 1835208.6 |
 KU4061|---------------------------------------------------------------------|
 KU4061
 KU4061                          SUPERSEDED SURVEY CONTROL
 KU4061
 KU4061  NAD 83(1996)-  40 56 01.71617(N)    073 55 59.51486(W) AD(       ) 1
 KU4061  NAD 83(1996)-  40 56 01.71673(N)    073 55 59.51582(W) AD(       ) 1
 KU4061  NAD 83(1992)-  40 56 01.71517(N)    073 55 59.51676(W) AD(       ) 1
 KU4061  NAD 83(1986)-  40 56 01.71857(N)    073 55 59.51433(W) AD(       ) 1
 KU4061  NAD 27      -  40 56 01.36235(N)    073 56 01.02317(W) AD(       ) 1
 KU4061
 KU4061.Superseded values are not recommended for survey control.
 KU4061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4061.See file dsdata.txt to determine how the superseded data were derived.
 KU4061
 KU4061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8981031957(NAD 83)
 KU4061_MARKER: DS = TRIANGULATION STATION DISK
 KU4061_SETTING: 0 = UNSPECIFIED SETTING
 KU4061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU4061+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1991
 KU4061
 KU4061  HISTORY     - Date     Condition        Report By
 KU4061  HISTORY     - 1938     MONUMENTED       CGS
 KU4061  HISTORY     - 1938     GOOD             CGS
 KU4061  HISTORY     - 1959     GOOD             CGS
 KU4061  HISTORY     - 19911218 MARK NOT FOUND   NJGS
 KU4061
 KU4061                          STATION DESCRIPTION
 KU4061
 KU4061'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 KU4061'STATION IS A TALL, GREY, ROCK TOWER ABOUT 25 FEET SQUARE AND ABOUT
 KU4061'117 FEET HIGH WITH A WATER TANK INSIDE AND A CLOCK ON E FACE, ON
 KU4061'AN ESTATE KNOWN AS RIO VISTA ON PROPERTY OF A CUBAN SUGAR MAN,
 KU4061'MANUEL RIOANDA.  IT WAS BUILT AS A MEMORIAL TO SENORA RIOANDA,
 KU4061'AND IS VERY CONSPICUOUS.  TOP OF TOWER IS FLAT AND CAN BE
 KU4061'OCCUPIED IF NEEDED.  THIS PARTY OCCUPIED ROOF BUT DUE TO
 KU4061'VIBRATIONS WAS FORCED TO OCCUPY NEXT FLOOR LOWER WHICH IS
 KU4061'CONCRETE.  TWO SETUPS WERE NECESSARY TO SEE ALL LINES. STATION
 KU4061'MARK IS A STANDARD BRONZE DISK SET IN CONCRETE WALK UNDER CENTER
 KU4061'OF TOWER, AND IS STAMPED STONE 1938.  STATION MARK ON ROOF IS A
 KU4061'NAIL DRIVEN FLUSH WITH ROOF AND COLLIMATED DIRECTLY OVER MARK ON
 KU4061'GROUND.  AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN W SIDE OF
 KU4061'U.S. 9W DUE E OF STATION 1/4 MILE.  TO REACH FROM ALPINE POLICE
 KU4061'STATION ON E SIDE OF 9W, GO S ON 9W 1.2 MILES TO PRIVATE ROAD R.
 KU4061'TURN R AND GO 1/4 MILE TO STATION. STATION MARK.
 KU4061'
 KU4061'HEIGHT OF LIGHT ABOVE STATION MARK 125 FEET.
 KU4061
 KU4061                          STATION RECOVERY (1938)
 KU4061
 KU4061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (MAH)
 KU4061'STATION AND AZIMUTH MARKS WERE RECOVERED IN GOOD CONDITION AND
 KU4061'WERE STAMPED STONE-A-1938, TO DISTINGUISH THEM FROM STONE 1935,
 KU4061'ESTABLISHED BY NEW JERSEY GEODETIC SURVEY.  A CONNECTION WAS MADE
 KU4061'BETWEEN TWO STATIONS WHICH ARE ON SAME WATER TOWER.  ORIGINAL
 KU4061'DESCRIPTION IS INADEQUATE AND SHOULD BE SUPERSEDED BY THE
 KU4061'FOLLOWING DESCRIPTION--ABOUT 6 MILES N OF FORT LEE, 3 MILES E OF
 KU4061'TENAFLY, UNDER A TALL, GREY STONE WATER TOWER (ABOUT 120 FEET HIGH
 KU4061'WITH CLOCK ON E FACE), ON RIO VISTA ESTATE OWNED BY MANUEL
 KU4061'RIOANDA, ABOUT 1/4 MILE W OF U.S. 9W, CEMENTED IN DRILL HOLE IN
 KU4061'E-W CONCRETE WALK WHICH PASSES THRU CENTER OF TOWER.
 KU4061'
 KU4061'TO REACH FROM INTERSECTION OF CLINTON AVE. (LEADING TO TENAFLY)
 KU4061'AND 9W, GO N ON 9W 2.3 MILES TO MAIN ENTRANCE TO ESTATE ON L, AND
 KU4061'FOLLOW PRIVATE ROAD ABOUT 1/4 MILE TO TOWER AND STATION.
 KU4061'
 KU4061'MARK IS A STANDARD DISK SET FLUSH WITH WALK, NOT QUITE AT CENTER
 KU4061'OF TOWER AND IS STAMPED STONE-A-1938.  THERE IS ANOTHER STANDARD
 KU4061'DISK DIRECTLY ABOVE CENTERED IN DRILL HOLE IN CONCRETE FLOOR OF AN
 KU4061'OBSERVATORY ROOM ABOUT 20 FEET BELOW ROOF.  THIS ROOM HAS 12
 KU4061'WINDOWS, 3 ON EACH SIDE, AND SHOULD BE OCCUPIED FOR MAKING
 KU4061'OBSERVATIONS AS ROOF IS SHAKY.  THIS DISK IS STAMPED STONE-A 1938,
 KU4061'AND IS SET FLUSH WITH FLOOR.  THERE IS A NAIL DRIVEN FLUSH WITH
 KU4061'ROOF DIRECTLY OVER OTHER TWO MARKS.  IN 1935 NEW JERSEY GEODETIC
 KU4061'SURVEY ESTABLISHED A STATION UNDER SCUTTLE-OPENING IN ROOF AND ON
 KU4061'FLOOR BETWEEN OBSERVATORY ROOM AND ROOF.  IT IS A STANDARD STATE
 KU4061'SURVEY DISK SET IN CONCRETE MOLD AND IS 7.53 FEET NE OF STATION.
 KU4061'AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE FLUSH WITH
 KU4061'CONCRETE PAVEMENT ON W EDGE OF 9W, ABOUT 1/4 MILE SE OF STATION,
 KU4061'ON CENTER LINE OF S FORK OF CINDER DRIVEWAY TO MAIN ENTRANCE TO
 KU4061'ESTATE, 23.5 FEET NE OF FIRE HYDRANT, AND 22.3 FEET S OF A 6-INCH
 KU4061'TREE IN CENTER OF TRIANGLE BETWEEN DRIVEWAY FORKS.
 KU4061
 KU4061                          STATION RECOVERY (1959)
 KU4061
 KU4061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JAW)
 KU4061'STATION RECOVERED.  BY C. D. M., 1938.  THE MARK IS IN GOOD
 KU4061'CONDITION UNDER THE CENTER OF THE TOWER IN THE WALK ON THE GROUND.
 KU4061'THIS RIO VISTA ESTATE IS FAST GETTING IN A RUN DOWN CONDITION.
 KU4061'THE STAIRWAY TO THE TOWER IS PARTLY DESTROYED AND SOME OF THE
 KU4061'BLOCKS IN THE OLD TOWER ARE LOOSE AND THE CARETAKER SAID IT WAS
 KU4061'NOT SAFE FOR USE ANYMORE.  THE MARK IN THE TOWER WAS NOT SEARCHED FOR.
 KU4061
 KU4061                          STATION RECOVERY (1991)
 KU4061
 KU4061'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991 (ECB)
 KU4061'THE STATION WAS NOT RECOVERED AT THIS TIME.  THE WALKWAY UNDER THE
 KU4061'TOWER IS FENCED OFF AND LOCKED AT THIS TIME.  THE CURRENT OWNER OF THE
 KU4061'PROPERTY COULD NOT BE DETERMINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1633 ***********************************************************************
 KU1633  DESIGNATION -  STONE A AZ MK
 KU1633  PID         -  KU1633
 KU1633  STATE/COUNTY-  NJ/BERGEN
 KU1633  USGS QUAD   -  YONKERS (1979)
 KU1633
 KU1633                         *CURRENT SURVEY CONTROL
 KU1633  ___________________________________________________________________
 KU1633* NAD 83(1986)-  40 55 51.     (N)    073 55 41.     (W)     SCALED    
 KU1633* NAVD 88     -       133.089  (meters)     436.64   (feet)  ADJUSTED  
 KU1633  ___________________________________________________________________
 KU1633  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 KU1633  DYNAMIC HT  -         133.042 (meters)     436.49  (feet)  COMP
 KU1633  MODELED GRAV-     980,261.6   (mgal)                       NAVD 88
 KU1633
 KU1633  VERT ORDER  -  SECOND    CLASS 0
 KU1633
 KU1633.The horizontal coordinates were scaled from a topographic map and have
 KU1633.an estimated accuracy of +/- 6 seconds.
 KU1633
 KU1633.The orthometric height was determined by differential leveling
 KU1633.and adjusted by the National Geodetic Survey in June 1991..
 KU1633
 KU1633.The geoid height was determined by GEOID03.
 KU1633
 KU1633.The dynamic height is computed by dividing the NAVD 88
 KU1633.geopotential number by the normal gravity value computed on the
 KU1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1633.degrees latitude (g = 980.6199 gals.).
 KU1633
 KU1633.The modeled gravity was interpolated from observed gravity values.
 KU1633
 KU1633;                    North         East    Units  Estimated Accuracy
 KU1633;SPC NJ       -   233,030.      198,170.      MT  (+/- 180 meters Scaled)
 KU1633
 KU1633                          SUPERSEDED SURVEY CONTROL
 KU1633
 KU1633  NGVD 29 (??/??/92)  133.399  (m)          437.66   (f) ADJ UNCH    2 0
 KU1633
 KU1633.Superseded values are not recommended for survey control.
 KU1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1633.See file dsdata.txt to determine how the superseded data were derived.
 KU1633
 KU1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL902316(NAD 83)
 KU1633_MARKER: DZ = AZIMUTH MARK DISK
 KU1633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1633_SP_SET: CURB
 KU1633_STAMPING: STONE AZIMUTH 1938 A
 KU1633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1633
 KU1633  HISTORY     - Date     Condition        Report By
 KU1633  HISTORY     - 1938     MONUMENTED       CGS
 KU1633  HISTORY     - 1956     GOOD             NGS
 KU1633  HISTORY     - 19920221 MARK NOT FOUND   NJGS
 KU1633
 KU1633                          STATION DESCRIPTION
 KU1633
 KU1633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1633'1.2 MI SW FROM ALPINE.
 KU1633'0.2 MILE EAST ALONG CLOSTER DOCK ROAD FROM THE ALPINE METHODIST
 KU1633'CHURCH, 0.95 MILE SOUTH ALONG U.S. HIGHWAY 9W, SET IN TOP OF
 KU1633'THE CONCRETE CURBING ALONG THE WEST EDGE OF HIGHWAY, 12 PACES
 KU1633'EAST OF THE SOUTH STEEL GATE POST OF AN ESTATE, 10 PACES NORTHEAST
 KU1633'OF POWER POLE NO. 20118, 6 PACES NORTHEAST OF A FIRE PLUG.
 KU1633'NOTE-- THE ESTATE MENTIONED ABOVE IS THE SPRECKEL ESTATE.
 KU1633
 KU1633                          STATION RECOVERY (1992)
 KU1633
 KU1633'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KU1633'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KU1633'SEARCH BY A TWO MAN PARTY.  THE ORIGINAL CURB THAT THE MARK WA SET IN
 KU1633'HAS BEEN REMOVED AND A NEW CURB CONSTRUCTED.  THE STATION IS
 KU1633'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4329 ***********************************************************************
 KV4329  DESIGNATION -  STONE CHURCH SPIRE
 KV4329  PID         -  KV4329
 KV4329  STATE/COUNTY-  NJ/HUDSON
 KV4329  USGS QUAD   -  JERSEY CITY (1981)
 KV4329
 KV4329                         *CURRENT SURVEY CONTROL
 KV4329  ___________________________________________________________________
 KV4329* NAD 83(1996)-  40 43 27.32068(N)    074 04 43.96606(W)     ADJUSTED  
 KV4329* NAVD 88     -                                                        
 KV4329  ___________________________________________________________________
 KV4329  LAPLACE CORR-           6.05  (seconds)                    DEFLEC99
 KV4329  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KV4329
 KV4329  HORZ ORDER  -  THIRD
 KV4329
 KV4329.The horizontal coordinates were established by classical geodetic methods
 KV4329.and adjusted by the National Geodetic Survey in September 1999..
 KV4329
 KV4329
 KV4329.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4329
 KV4329.The geoid height was determined by GEOID03.
 KV4329
 KV4329;                    North         East     Units Scale Factor Converg.
 KV4329;SPC NJ       -   210,014.180   185,574.794   MT  0.99991557   +0 16 29.1
 KV4329;SPC NJ       -   689,021.52    608,839.97   sFT  0.99991557   +0 16 29.1
 KV4329;SPC NY L     -    61,920.941   293,335.900   MT  0.99999730   -0 03 05.7
 KV4329;SPC NY L     -   203,152.29    962,386.20   sFT  0.99999730   -0 03 05.7
 KV4329;UTM  18      - 4,508,555.544   577,790.102   MT  0.99967448   +0 36 03.6
 KV4329
 KV4329                          SUPERSEDED SURVEY CONTROL
 KV4329
 KV4329  NAD 83(1996)-  40 43 27.32061(N)    074 04 43.96623(W) AD(       ) 4
 KV4329  NAD 83(1996)-  40 43 27.31956(N)    074 04 43.96791(W) AD(       ) 4
 KV4329  NAD 83(1992)-  40 43 27.31907(N)    074 04 43.96859(W) AD(       ) 4
 KV4329  NAD 83(1986)-  40 43 27.32002(N)    074 04 43.96939(W) AD(       ) 4
 KV4329  NAD 27      -  40 43 26.94000(N)    074 04 45.44700(W) AD(       ) 3
 KV4329
 KV4329.Superseded values are not recommended for survey control.
 KV4329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4329.See file dsdata.txt to determine how the superseded data were derived.
 KV4329
 KV4329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7779008556(NAD 83)
 KV4329_MARKER: 90 = CHURCH SPIRE
 KV4329
 KV4329  HISTORY     - Date     Condition        Report By
 KV4329  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4329
 KV4329                          STATION DESCRIPTION
 KV4329
 KV4329'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0450 ***********************************************************************
 JU0450  DESIGNATION -  STONE HARBOR
 JU0450  PID         -  JU0450
 JU0450  STATE/COUNTY-  NJ/CAPE MAY
 JU0450  USGS QUAD   -  STONE HARBOR (1972)
 JU0450
 JU0450                         *CURRENT SURVEY CONTROL
 JU0450  ___________________________________________________________________
 JU0450* NAD 83(1996)-  39 02 21.63632(N)    074 46 08.80133(W)     ADJUSTED  
 JU0450* NAVD 88     -         2.145  (meters)       7.04   (feet)  ADJUSTED  
 JU0450  ___________________________________________________________________
 JU0450  X           -   1,303,183.492 (meters)                     COMP
 JU0450  Y           -  -4,786,312.338 (meters)                     COMP
 JU0450  Z           -   3,995,689.548 (meters)                     COMP
 JU0450  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 JU0450  ELLIP HEIGHT-         -33.19  (meters)          (10/23/02) GPS OBS
 JU0450  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 JU0450  DYNAMIC HT  -           2.144 (meters)       7.03  (feet)  COMP
 JU0450  MODELED GRAV-     980,057.8   (mgal)                       NAVD 88
 JU0450
 JU0450  HORZ ORDER  -  FIRST
 JU0450  VERT ORDER  -  SECOND    CLASS 0
 JU0450  ELLP ORDER  -  FOURTH    CLASS I
 JU0450
 JU0450.The horizontal coordinates were established by GPS observations
 JU0450.and adjusted by the National Geodetic Survey in May 1999..
 JU0450
 JU0450.The orthometric height was determined by differential leveling
 JU0450.and adjusted by the National Geodetic Survey in June 1991..
 JU0450
 JU0450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0450
 JU0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0450
 JU0450.The ellipsoidal height was determined by GPS observations
 JU0450.and is referenced to NAD 83.
 JU0450
 JU0450.The geoid height was determined by GEOID03.
 JU0450
 JU0450.The dynamic height is computed by dividing the NAVD 88
 JU0450.geopotential number by the normal gravity value computed on the
 JU0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0450.degrees latitude (g = 980.6199 gals.).
 JU0450
 JU0450.The modeled gravity was interpolated from observed gravity values.
 JU0450
 JU0450;                    North         East     Units Scale Factor Converg.
 JU0450;SPC NJ       -    22,902.232   126,703.068   MT  0.99990668   -0 10 10.2
 JU0450;SPC NJ       -    75,138.41    415,691.65   sFT  0.99990668   -0 10 10.2
 JU0450;UTM  18      - 4,321,167.939   519,981.976   MT  0.99960492   +0 08 43.5
 JU0450
 JU0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0450!SPC NJ       -   1.00000521  x   0.99990668  =   0.99991189
 JU0450!UTM  18      -   1.00000521  x   0.99960492  =   0.99961013
 JU0450
 JU0450|---------------------------------------------------------------------|
 JU0450| PID    Reference Object                     Distance      Geod. Az  |
 JU0450|                                                           dddmmss.s |
 JU0450| CB3091 STONE HARBOR RM 1                    21.760 METERS 01232     |
 JU0450| JU2941 STONE HARBOR CG STATION CUPOLA       30.578 METERS 01951     |
 JU0450| AH8989 STONE HARBOR RM 4                    21.471 METERS 02035     |
 JU0450| JU2961 STONE HARBOR WATER TANK             APPROX. 1.9 KM 0292659.8 |
 JU0450| AH8988 STONE HARBOR AZ MK                                 0292957.6 |
 JU0450| JU2954 NORTH WILDWOOD NORTH STANDPIPE      APPROX. 4.5 KM 2120157.7 |
 JU0450| CB3093 STONE HARBOR RM 3                    35.457 METERS 28713     |
 JU0450| AH8987 STONE HARBOR RM 5                    36.027 METERS 28755     |
 JU0450| CB3092 STONE HARBOR RM 2 AZIMUTH                          29045     |
 JU0450|---------------------------------------------------------------------|
 JU0450
 JU0450                          SUPERSEDED SURVEY CONTROL
 JU0450
 JU0450  ELLIP H (05/14/99)  -33.21   (m)                       GP(       ) 4 1
 JU0450  NAD 83(1992)-  39 02 21.63586(N)    074 46 08.80106(W) AD(       ) 1
 JU0450  ELLIP H (03/31/93)  -33.30   (m)                       GP(       ) 3 2
 JU0450  NAD 83(1991)-  39 02 21.61567(N)    074 46 08.80567(W) AD(       ) 2
 JU0450  NAD 83(1986)-  39 02 21.61428(N)    074 46 08.80538(W) AD(       ) 2
 JU0450  NAD 27      -  39 02 21.20540(N)    074 46 10.21480(W) AD(       ) 2
 JU0450  NAVD 88 (03/31/93)    2.14   (m)            7.0    (f) LEVELING    3  
 JU0450  NGVD 29 (04/16/92)    2.547  (m)            8.36   (f) ADJUSTED    2 0
 JU0450
 JU0450.Superseded values are not recommended for survey control.
 JU0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0450.See file dsdata.txt to determine how the superseded data were derived.
 JU0450
 JU0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1998221168(NAD 83)
 JU0450_MARKER: DS = TRIANGULATION STATION DISK
 JU0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0450_SP_SET: CONCRETE POST
 JU0450_STAMPING: STONE HARBOR 1932
 JU0450_MARK LOGO: CGS   
 JU0450_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0450+STABILITY: SURFACE MOTION
 JU0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0450+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1997
 JU0450
 JU0450  HISTORY     - Date     Condition        Report By
 JU0450  HISTORY     - 1932     MONUMENTED       CGS
 JU0450  HISTORY     - 1934     MARK NOT FOUND   USCG
 JU0450  HISTORY     - 1937     GOOD             CGS
 JU0450  HISTORY     - 1938     GOOD             CGS
 JU0450  HISTORY     - 1943     GOOD             CGS
 JU0450  HISTORY     - 1955     GOOD             USGS
 JU0450  HISTORY     - 1961     GOOD             CGS
 JU0450  HISTORY     - 1962     GOOD             CGS
 JU0450  HISTORY     - 1970     GOOD             NGS
 JU0450  HISTORY     - 1972     GOOD             CGS
 JU0450  HISTORY     - 19900807 GOOD             NJGS
 JU0450  HISTORY     - 19930307 GOOD             NJHA
 JU0450  HISTORY     - 19970801 GOOD             NJGS
 JU0450
 JU0450                          STATION DESCRIPTION
 JU0450
 JU0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU0450'THE STATION IS LOCATED UNDER THE CENTER OF THE STRUCTURAL
 JU0450'FLAGPOLE AT THE STONE HARBOR COAST GUARD STATION.  THE CENTER OF
 JU0450'THE BASE OF THE FLAGPOLE IS 4 CENTIMETERS ECCENTRIC FROM THE TRUE
 JU0450'STATION IN THE DIRECTION OF AVALON.  (N 32 DEG 48 MIN E FROM STATION.)
 JU0450'
 JU0450'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU0450'DISKS SET IN CONCRETE.
 JU0450'
 JU0450'REFERENCE MARK NO.1 IS 71.39 FEET N OF THE STATION NEAR THE SE
 JU0450'CORNER OF THE COAST GUARD STATION WHERE THE HOUSE AND PORCH JOIN.
 JU0450'
 JU0450'REFERENCE MARK NO. 3 IS 116.33 FEET W OF THE STATION, ABOUT 5 FEET
 JU0450'E OF TELEPHONE POLE ALONGSIDE N SIDE OF HOUSE SETTING AT END OF
 JU0450'ROAD TO COAST GUARD STATION.
 JU0450'
 JU0450'REFERENCE MARK NO. 2 IS ABOUT 18 INCHES E OF POWER LINE POLE ON
 JU0450'WHICH WIRES MAKE RIGHT-ANGLE TURN TOWARD THE COAST GUARD
 JU0450'STATION.  THE POLE IS IN THE LINE OF THE E SIDE OF 3RD AVENUE AT
 JU0450'THE END OF THE AVENUE WHERE IT TURNS TOWARD THE COAST GUARD
 JU0450'STATION.
 JU0450'
 JU0450'HEIGHT OF SIGNAL ABOVE STATION MARK - 6 METERS.
 JU0450
 JU0450                          STATION RECOVERY (1934)
 JU0450
 JU0450'RECOVERY NOTE BY US COAST GUARD 1934 (LCC)
 JU0450'FROM LETTER WRITTEN BY L.C. COVELL, APRIL 7, 1934.  THE CONTRACTOR
 JU0450'WHO IS ENGAGED IN MAKING REPAIRS AND ALTERATIONS TO THE STONE
 JU0450'HARBOR COAST GUARD STATION, STONE HARBOR, NEW JERSEY, INADVERTENTLY
 JU0450'UNDERMINED THE BENCH MARK* WHICH WAS LOCATED AT THE S CORNER OF
 JU0450'THE STATION BUILDING.  *(NOT A BENCH MARK).
 JU0450'
 JU0450'THIS POINT WAS REFERENCE MARK NO.1.
 JU0450
 JU0450                          STATION RECOVERY (1937)
 JU0450
 JU0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU0450'STATION MARK WAS RECOVERED IN GOOD CONDITION, BUT IS NOW BURIED
 JU0450'ABOUT 6 INCHES BY GRAVEL IMPROVEMENTS.  REFERENCE MARK NO.1 HAS
 JU0450'BEEN DESTROYED BY CONSTRUCTION WORK ON THE COAST GUARD
 JU0450'STATION.  REFERENCE MARKS NO. 2 AND NO. 3 WERE RECOVERED IN GOOD
 JU0450'CONDITION.  THE DESCRIPTION OF THE STATION AND REFERENCE MARKS
 JU0450'NO. 2 AND NO. 3 ARE ADEQUATE.
 JU0450
 JU0450                          STATION RECOVERY (1938)
 JU0450
 JU0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (AN)
 JU0450'STATION RECOVERED AS DESCRIBED, EXCEPT THAT R.M. 1 WAS DESTROYED
 JU0450'IN 1934 WHEN THE COAST GUARD STATION WAS REBUILT.  THIS REFERENCE
 JU0450'MARK WAS NOT REPLACED.
 JU0450
 JU0450                          STATION RECOVERY (1943)
 JU0450
 JU0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 JU0450'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE EXCEPT FOR THE
 JU0450'FOLLOWING DISCREPANCIES--
 JU0450'
 JU0450'DUE TO A FILL MADE IN ROAD CONSTRUCTION, R.M. 2 IS COVERED
 JU0450'WITH 6 INCHES OF SAND.
 JU0450'
 JU0450'IN THE DESCRIPTION OF R.M. 2, DELETE THE PHRASE--ABOUT 18
 JU0450'INCHES E OF POWER LINE POLE AND INSERT INSTEAD THE PHRASE--ABOUT
 JU0450'3 FEET E OF POWER LINE POLE.
 JU0450'
 JU0450'R.M. 3 IS NOW COVERED BY ABOUT 2 FEET OF SAND, DUE TO
 JU0450'CONSTRUCTION WORK ON THE COAST GUARD STATION PROPERTY.
 JU0450
 JU0450                          STATION RECOVERY (1955)
 JU0450
 JU0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 JU0450'THE FLAGPOLE IS DOWN AND THE FOUNDATION INTACT.  THE PROPERTY IS
 JU0450'NOW THE AMERICAN LEGION HALL.  THE MARK IS AT LEAST 12 INCHES
 JU0450'BELOW PRESENT SURFACE.
 JU0450'
 JU0450'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.
 JU0450
 JU0450                          STATION RECOVERY (1961)
 JU0450
 JU0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JU0450'1.1 MI SW FROM STONE HARBOR.
 JU0450'0.1 MILE SOUTHWEST ON 96TH STREET FROM THE POST OFFICE IN STONE
 JU0450'HARBOR THENCE 1.1 MILE SOUTHWEST ON OCEAN DRIVE (3RD STREET)
 JU0450'TO 117TH STREET AND 0.1 MILE SOUTHEAST TO FORMER STONE HARBOR COAST
 JU0450'GUARD STATION NOW USED BY THE AMERICAN LEGION POST NO. 331.  71.2
 JU0450'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF FORMER COAST GUARD
 JU0450'BUILDING, 40 FEET NORTHEAST OF AND AT THE SOUTHEAST END OF 117TH
 JU0450'STREET AND 1.6 FEET NORTHWEST OF A WOODEN FLAG POLE NOW IN USE.
 JU0450'SET IN THE TOP OF A CONCRETE POST WHICH IS IN THE CENTER OF 4
 JU0450'CONCRETE FOUNDATIONS THAT WERE USED FOR A FLAG POLE STRUCTURE AND
 JU0450'1 FOOT BELOW THE LEVEL OF THE GROUND.
 JU0450
 JU0450                          STATION RECOVERY (1962)
 JU0450
 JU0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU0450'NO MEASUREMENT BETWEEN RMS SAND PILES ON LINE.
 JU0450'
 JU0450'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 JU0450'REFERENCE MARKS WERE NOT RECOVERED AND SHOULD BE CONSIDERED
 JU0450'LOST.  TWO NEW REFERENCE MARKS 4 AND 5, ALSO AN AZIMUTH MARK
 JU0450'WERE ESTABLISHED AT THIS TIME.
 JU0450'
 JU0450'DUE TO MANY CHANGES IN REFERENCE POINTS A NEW DESCRIPTION FOLLOWS--
 JU0450'
 JU0450'THE STATION IS AT THE OLD STONE HARBOR COAST GUARD STATION AT THE
 JU0450'SOUTHWEST EDGE OF THE TOWN OF STONE HARBOR.  IT IS 85 FEET SOUTH
 JU0450'OF THE WEST CORNER OF THE OLD COAST GUARD BUILDING, 39 FEET
 JU0450'NORTHEAST OF THE CENTERLINE OF A SAND STREET AND 19.5 FEET
 JU0450'NORTHEAST OF A FIRE HYDRANT.  THE MONUMENT IS 12 INCHES
 JU0450'UNDERGROUND AND THE DISK IS STAMPED STONE HARBOR 1932.
 JU0450'
 JU0450'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON A
 JU0450'NEWLY CONSTRUCTED STREET FOR 0.15 MILE TO THIRD STREET.  TURN
 JU0450'RIGHT AND GO NORTHEAST ON THIRD STREET FOR 0.25 MILE TO 109TH.
 JU0450'STREET.  TURN RIGHT AND GO SOUTHEAST ON 109TH. STREET FOR 0.15
 JU0450'MILE TO 2ND. STREET AND THE MARK IN THE SOUTH ANGLE OF THE
 JU0450'INTERSECTION.
 JU0450'
 JU0450'REFERENCE MARK 4 IS SET AT THE SOUTH CORNER OF THE OLD COAST
 JU0450'GUARD STATION AND IS 2 FEET NORTHEAST OF THE NORTHEAST SIDE OF A
 JU0450'SIDE WALK AROUND THE BUILDING.  THE MONUMENT IS FLUSH AND THE
 JU0450'DISK IS STAMPED STONE HARBOR NO 4 1932.
 JU0450'
 JU0450'REFERENCE MARK 5 IS 21 FEET NORTHEAST OF THE CENTERLINE OF THE
 JU0450'SAND STREET, 5 FEET EAST OF A POWER POLE AND 2 FEET EAST OF A
 JU0450'WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 JU0450'STAMPED STONE HARBOR NO 5 1932.
 JU0450'
 JU0450'THE AZIMUTH MARK IS 42 FEET SOUTHWEST OF THE CENTERLINE OF 109TH.
 JU0450'STREET, 11 FEET WEST OF THE NORTH CORNER OF A WOODEN FENCE, 1 FOOT
 JU0450'SOUTHWEST OF A WITNESS POST AND 1 FOOT SOUTHEAST OF A STREET
 JU0450'CURB.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED
 JU0450'STONE HARBOR 1932.
 JU0450'
 JU0450'HEIGHT OF LIGHT ABOVE STATION MARK 22.95 METERS.
 JU0450
 JU0450                          STATION RECOVERY (1970)
 JU0450
 JU0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU0450'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 JU0450'IN GOOD CONDITION.  THE 1962 RECOVERY NOTE BY V.B.M. IS ADEQUATE
 JU0450'WITH THE FOLLOWING ADDITIONS--STATION MARK IS LOCATED IN THE
 JU0450'SOUTHERN PORTION OF STONE HARBOR AT THE INTERSECTION OF 2ND
 JU0450'AVENUE AND 117TH STREET.  IT IS 2.0 FEET WEST OF A WOODEN
 JU0450'FLAGPOLE.  RM 4 IS 90.0 FEET NORTHEAST OF A FIRE HYDRANT AND AT
 JU0450'THE NORTHWEST CORNER OF A TELEPHONE BOOTH.  RM 5 IS 24.6 FEET
 JU0450'NORTHEAST OF THE CENTERLINE OF 117TH STREET.  TO REACH THE
 JU0450'AZIMUTH MARK, GO 0.4 MILE NORTHEAST ALONG 2ND AVENUE TO 109TH
 JU0450'STREET.  IT IS 43.0 FEET SOUTHWEST OF THE CENTERLINE OF
 JU0450'109TH STREET, 17.0 FEET SOUTHEAST OF THE CENTERLINE OF THE
 JU0450'NORTH LANE OF 2ND AVENUE AND 1.0 FOOT SOUTHEAST OF CURBING.
 JU0450'
 JU0450'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU0450'AT STONE HARBOR.
 JU0450
 JU0450                          STATION RECOVERY (1972)
 JU0450
 JU0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1972 (LFS)
 JU0450'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 JU0450'CONDITION AS DESCRIBED IN THE 1962 DESCRIPTION.  THE DISTANCES
 JU0450'AND DIRECTIONS TO ALL MARKS WERE WITHIN CLOSE AGREEMENT WITH
 JU0450'THE 1962 OBSERVATIONS.
 JU0450'
 JU0450'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU0450'IN SOUTHWEST EDGE OF STONE HARBOR.
 JU0450
 JU0450                          STATION RECOVERY (1990)
 JU0450
 JU0450'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0450'THE STATION IS LOCATED IN THE SOUTHWESTERN PORTION OF STONE HARBOR
 JU0450'BOROUGH, ON THE NORTHWEST CORNER AT THE JUNCTION OF SECOND AVENUE AND
 JU0450'117TH STREET.  TO REACH THE STATION FROM THE POST OFFICE IN STONE
 JU0450'HARBOR AT THE JUNCTION OF STONE HARBOR BOULEVARD, COUNTY ROAD 629 AND
 JU0450'2ND AVENUE, GO 1.76 KM (1.09 MI) SOUTHWEST ON 2ND AVENUE TO 117TH
 JU0450'STREET AND THE STATION ON THE RIGHT, NEAR THE SOUTH PROPERTY CORNER
 JU0450'OF THE STONE HARBOR AMERICAN LEGION POST 331, FORMERLY THE STONE
 JU0450'HARBOR COAST GUARD STATION. THE STATION IS 6.2 M (20.3 FT) NORTHWEST
 JU0450'OF THE NORTHWEST CURBLINE OF 2ND AVENUE, 6.9 M (22.6 FT) NORTHEAST OF
 JU0450'THE NORTHEAST CURBLINE OF 117TH STREET, 26.0 M (85.3 FT) SOUTH OF THE
 JU0450'SOUTHWEST CORNER OF THE BUILDING, 21.55 M (70.70 FT) SOUTHWEST OF THE
 JU0450'SOUTHEAST OF THE FOUNDATION OF THE PORCH, 14 M (45.9 FT) WEST OF POLE
 JU0450'BT 225 SH, 7.8 M (25.6 FT) SOUTHWEST OF A FLAGPOLE 6.9 M (22.6 FT)
 JU0450'NORTHWEST OF A CAPE MAY COUNTY MUA CONTROL POINT DISK SH50 SET IN THE
 JU0450'SIDEWALK, 4.0 M (13.1 FT) NORTH OF THE SOUTH CORNER OF A FENCE, 8.4 M
 JU0450'(27.6 FT) EAST OF A POLE HOLDING A FEDERAL SIGNAL CORPORATION ALARM
 JU0450'SIREN, 2.3 NORTHWEST OF A FENCELINE, 0.95 M (3.12 FT) SOUTH OF A
 JU0450'METAL WITNESS POST AND 1.0 M (3.3 FT) BELOW THE GROUND.
 JU0450
 JU0450                          STATION RECOVERY (1993)
 JU0450
 JU0450'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 JU0450'RECOVERED IN GOOD CONDITION.
 JU0450
 JU0450                          STATION RECOVERY (1997)
 JU0450
 JU0450'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU0450'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8988 ***********************************************************************
 AH8988  DESIGNATION -  STONE HARBOR AZ MK
 AH8988  PID         -  AH8988
 AH8988  STATE/COUNTY-  NJ/CAPE MAY
 AH8988  USGS QUAD   -  STONE HARBOR (1972)
 AH8988
 AH8988                         *CURRENT SURVEY CONTROL
 AH8988  ___________________________________________________________________
 AH8988* NAD 83(1986)-  39 02 38.     (N)    074 45 56.     (W)     SCALED    
 AH8988* NAVD 88     -         2.922  (meters)       9.59   (feet)  ADJUSTED  
 AH8988  ___________________________________________________________________
 AH8988  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 AH8988  DYNAMIC HT  -           2.921 (meters)       9.58  (feet)  COMP
 AH8988  MODELED GRAV-     980,058.4   (mgal)                       NAVD 88
 AH8988
 AH8988  VERT ORDER  -  FIRST     CLASS II
 AH8988
 AH8988.The horizontal coordinates were scaled from a topographic map and have
 AH8988.an estimated accuracy of +/- 6 seconds.
 AH8988
 AH8988.The orthometric height was determined by differential leveling
 AH8988.and adjusted by the National Geodetic Survey in March 2001..
 AH8988
 AH8988.The geoid height was determined by GEOID03.
 AH8988
 AH8988.The dynamic height is computed by dividing the NAVD 88
 AH8988.geopotential number by the normal gravity value computed on the
 AH8988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8988.degrees latitude (g = 980.6199 gals.).
 AH8988
 AH8988.The modeled gravity was interpolated from observed gravity values.
 AH8988
 AH8988;                    North         East    Units  Estimated Accuracy
 AH8988;SPC NJ       -    23,410.      127,010.      MT  (+/- 180 meters Scaled)
 AH8988
 AH8988                          SUPERSEDED SURVEY CONTROL
 AH8988
 AH8988.No superseded survey control is available for this station.
 AH8988
 AH8988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ202216(NAD 83)
 AH8988_MARKER: DZ = AZIMUTH MARK DISK
 AH8988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8988_STAMPING: STONE HARBOR 1932
 AH8988_MARK LOGO: CGS   
 AH8988_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8988+STABILITY: SURFACE MOTION
 AH8988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8988+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 AH8988
 AH8988  HISTORY     - Date     Condition        Report By
 AH8988  HISTORY     - 1962     MONUMENTED       CGS
 AH8988  HISTORY     - 19970731 GOOD             NJGS
 AH8988  HISTORY     - 20060916 GOOD             GEOCAC
 AH8988
 AH8988                          STATION DESCRIPTION
 AH8988
 AH8988'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH8988'THE STATION IS LOCATED IN THE BOROUGH OF STONE HARBOR.  TO REACH THE
 AH8988'STATION FROM THE U.S.  POST OFFICE NEAR THE INTERSECTION OF 96TH
 AH8988'STREET, GO SOUTHWEST ON SECOND AVENUE FOR 0.65 MI (1.05 KM) TO THE
 AH8988'INTERSECTION OF 109TH STREET AND THE STATION ON THE LEFT AT THE
 AH8988'SOUTHEAST CORNER OF THE INTERSECTION.  THE STATION IS 15.1 M (49.5 FT)
 AH8988'WEST FROM POLE NUMBER W 16607, 13.0 M (42.7 FT) SOUTHWEST FROM THE
 AH8988'CENTERLINE OF 109TH STREET AND 0.4 M (1.3 FT) SOUTHEAST FROM THE
 AH8988'SOUTHEAST CURB OF SECOND AVENUE.  THE STATION PROJECTS ABOUT 0.3 M
 AH8988'(1.0 FT) ABOVE THE GROUND.
 AH8988
 AH8988                          STATION RECOVERY (2006)
 AH8988
 AH8988'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 AH8988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2941 ***********************************************************************
 JU2941  DESIGNATION -  STONE HARBOR CG STATION CUPOLA
 JU2941  PID         -  JU2941
 JU2941  STATE/COUNTY-  NJ/CAPE MAY
 JU2941  USGS QUAD   -  STONE HARBOR (1972)
 JU2941
 JU2941                         *CURRENT SURVEY CONTROL
 JU2941  ___________________________________________________________________
 JU2941* NAD 83(1996)-  39 02 22.56895(N)    074 46 08.36952(W)     ADJUSTED  
 JU2941* NAVD 88     -                                                        
 JU2941  ___________________________________________________________________
 JU2941  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 JU2941  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 JU2941
 JU2941  HORZ ORDER  -  THIRD
 JU2941
 JU2941.The horizontal coordinates were established by classical geodetic methods
 JU2941.and adjusted by the National Geodetic Survey in September 1999..
 JU2941
 JU2941
 JU2941.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2941
 JU2941.The geoid height was determined by GEOID03.
 JU2941
 JU2941;                    North         East     Units Scale Factor Converg.
 JU2941;SPC NJ       -    22,930.959   126,713.537   MT  0.99990667   -0 10 09.9
 JU2941;SPC NJ       -    75,232.65    415,726.00   sFT  0.99990667   -0 10 09.9
 JU2941;UTM  18      - 4,321,196.714   519,992.284   MT  0.99960492   +0 08 43.8
 JU2941
 JU2941                          SUPERSEDED SURVEY CONTROL
 JU2941
 JU2941  NAD 83(1991)-  39 02 22.54826(N)    074 46 08.37409(W) AD(       ) 4
 JU2941  NAD 83(1986)-  39 02 22.54651(N)    074 46 08.37389(W) AD(       ) 4
 JU2941  NAD 27      -  39 02 22.13800(N)    074 46 09.78300(W) AD(       ) 3
 JU2941
 JU2941.Superseded values are not recommended for survey control.
 JU2941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2941.See file dsdata.txt to determine how the superseded data were derived.
 JU2941
 JU2941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1999221197(NAD 83)
 JU2941_MARKER: 86 = CUPOLA
 JU2941
 JU2941  HISTORY     - Date     Condition        Report By
 JU2941  HISTORY     - 1928     FIRST OBSERVED   CGS
 JU2941  HISTORY     - 1932     GOOD             CGS
 JU2941  HISTORY     - 1961     GOOD             CGS
 JU2941  HISTORY     - 1970     GOOD             NGS
 JU2941  HISTORY     - 1973     GOOD             NGS
 JU2941  HISTORY     - 20060916 GOOD             GEOCAC
 JU2941
 JU2941                          STATION DESCRIPTION
 JU2941
 JU2941'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (RLS)
 JU2941'STATION IS THE HIGHEST POINT OF THE LOOKOUT TOWER ON STONE
 JU2941'HARBOR COAST GUARD STATION, WHICH IS IN STONE HARBOR AND IS
 JU2941'LOCATED ABOUT 2-1/2 MILES NE FROM HEREFORD INLET LIGHT.  IT IS
 JU2941'AN INTERSECTION STATION AND IS NOT MARKED.
 JU2941
 JU2941                          STATION RECOVERY (1932)
 JU2941
 JU2941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2941'THE CUPOLA OF THE COAST GUARD STATION AT STONE HARBOR WAS CUT
 JU2941'IN FROM STATIONS N WILDWOOD, ROAD, AND GOSHEN.
 JU2941
 JU2941                          STATION RECOVERY (1961)
 JU2941
 JU2941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CWM)
 JU2941'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.  THE
 JU2941'PROPERTY IS NOW THE AMERICAN LEGION HALL.
 JU2941
 JU2941                          STATION RECOVERY (1970)
 JU2941
 JU2941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU2941'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU2941'PLUS THE RECOVERY NOTE BY C.W.M. IN 1961 IS ADEQUATE WITH THE
 JU2941'FOLLOWING ADDITION--STATION LOCATED AT THE CORNER OF 2ND
 JU2941'AVENUE AND 117TH STREET.
 JU2941'
 JU2941'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2941'SOUTH PORTION STONE HARBOR.
 JU2941
 JU2941                          STATION RECOVERY (1973)
 JU2941
 JU2941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 JU2941'RECOVERED AS DESCRIBED.
 JU2941'
 JU2941'THIS STATION WAS FORMERLY KNOWN AS STONE HARBOR COAST GUARD
 JU2941'STATION CUPOLA 1928-1932
 JU2941'
 JU2941'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2941'IN SOUTH PART OF STONE HARBOR.
 JU2941
 JU2941                          STATION RECOVERY (2006)
 JU2941
 JU2941'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JU2941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2962 ***********************************************************************
 JU2962  DESIGNATION -  STONE HARBOR CG STA FLAG 1932
 JU2962  PID         -  JU2962
 JU2962  STATE/COUNTY-  NJ/CAPE MAY
 JU2962  USGS QUAD   -  STONE HARBOR (1972)
 JU2962
 JU2962                         *CURRENT SURVEY CONTROL
 JU2962  ___________________________________________________________________
 JU2962* NAD 83(1996)-  39 02 21.63741(N)    074 46 08.80043(W)     ADJUSTED  
 JU2962* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 JU2962  ___________________________________________________________________
 JU2962  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 JU2962  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 JU2962
 JU2962  HORZ ORDER  -  THIRD
 JU2962
 JU2962.The horizontal coordinates were established by classical geodetic methods
 JU2962.and adjusted by the National Geodetic Survey in September 1999..
 JU2962.No horizontal observational check was made to the station.
 JU2962
 JU2962.The orthometric height was scaled from a topographic map.
 JU2962
 JU2962.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2962
 JU2962.The geoid height was determined by GEOID03.
 JU2962
 JU2962;                    North         East     Units Scale Factor Converg.
 JU2962;SPC NJ       -    22,902.266   126,703.090   MT  0.99990668   -0 10 10.2
 JU2962;SPC NJ       -    75,138.52    415,691.72   sFT  0.99990668   -0 10 10.2
 JU2962;UTM  18      - 4,321,167.972   519,981.998   MT  0.99960492   +0 08 43.5
 JU2962
 JU2962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2962!SPC NJ       -   1.00000514  x   0.99990668  =   0.99991182
 JU2962!UTM  18      -   1.00000514  x   0.99960492  =   0.99961005
 JU2962
 JU2962                          SUPERSEDED SURVEY CONTROL
 JU2962
 JU2962  NAD 83(1991)-  39 02 21.61676(N)    074 46 08.80477(W) AD(       ) 4
 JU2962  NAD 83(1986)-  39 02 21.61537(N)    074 46 08.80448(W) AD(       ) 4
 JU2962  NAD 27      -  39 02 21.20600(N)    074 46 10.21300(W) AD(       ) 3
 JU2962
 JU2962.Superseded values are not recommended for survey control.
 JU2962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2962.See file dsdata.txt to determine how the superseded data were derived.
 JU2962
 JU2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1998221168(NAD 83)
 JU2962_MARKER: 62 = FLAGPOLE
 JU2962
 JU2962  HISTORY     - Date     Condition        Report By
 JU2962  HISTORY     - 1932     FIRST OBSERVED   CGS
 JU2962
 JU2962                          STATION DESCRIPTION
 JU2962
 JU2962'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0449 ***********************************************************************
 JU0449  DESIGNATION -  STONE HARBOR RM 2
 JU0449  PID         -  JU0449
 JU0449  STATE/COUNTY-  NJ/CAPE MAY
 JU0449  USGS QUAD   -  STONE HARBOR (1972)
 JU0449
 JU0449                         *CURRENT SURVEY CONTROL
 JU0449  ___________________________________________________________________
 JU0449* NAD 83(1986)-  39 02 21.     (N)    074 46 09.     (W)     SCALED    
 JU0449* NAVD 88     -         1.510  (meters)       4.95   (feet)  ADJUSTED  
 JU0449  ___________________________________________________________________
 JU0449  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 JU0449  DYNAMIC HT  -           1.509 (meters)       4.95  (feet)  COMP
 JU0449  MODELED GRAV-     980,057.8   (mgal)                       NAVD 88
 JU0449
 JU0449  VERT ORDER  -  SECOND    CLASS 0
 JU0449
 JU0449.The horizontal coordinates were scaled from a topographic map and have
 JU0449.an estimated accuracy of +/- 6 seconds.
 JU0449
 JU0449.The orthometric height was determined by differential leveling
 JU0449.and adjusted by the National Geodetic Survey in June 1991..
 JU0449
 JU0449.The geoid height was determined by GEOID03.
 JU0449
 JU0449.The dynamic height is computed by dividing the NAVD 88
 JU0449.geopotential number by the normal gravity value computed on the
 JU0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0449.degrees latitude (g = 980.6199 gals.).
 JU0449
 JU0449.The modeled gravity was interpolated from observed gravity values.
 JU0449
 JU0449;                    North         East    Units  Estimated Accuracy
 JU0449;SPC NJ       -    22,880.      126,700.      MT  (+/- 180 meters Scaled)
 JU0449
 JU0449                          SUPERSEDED SURVEY CONTROL
 JU0449
 JU0449  NGVD 29 (04/16/92)    1.911  (m)            6.27   (f) ADJUSTED    2 0
 JU0449
 JU0449.Superseded values are not recommended for survey control.
 JU0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0449.See file dsdata.txt to determine how the superseded data were derived.
 JU0449
 JU0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ199211(NAD 83)
 JU0449_MARKER: DR = REFERENCE MARK DISK
 JU0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0449_STAMPING: STONE HARBOR NO 2 1932
 JU0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0449+STABILITY: SURFACE MOTION
 JU0449
 JU0449  HISTORY     - Date     Condition        Report By
 JU0449  HISTORY     - 1932     MONUMENTED       CGS
 JU0449  HISTORY     - 1961     GOOD             CGS
 JU0449
 JU0449                          STATION DESCRIPTION
 JU0449
 JU0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0449'1.1 MI SW FROM STONE HARBOR.
 JU0449'0.1 MILE NORTHWEST ON 96TH STREET FROM THE POST OFFICE IN STONE
 JU0449'HARBOR THENCE 1.1 MILE SOUTHWEST ON OCEAN DRIVE TO WHERE ROAD
 JU0449'TURNS MORE TO THE WEST AND THE MARK IS ON THE SOUTHEAST SIDE OF
 JU0449'THE ROAD.  51 FEET SOUTHEAST OF THE CENTER LINE OF OCEAN DRIVE
 JU0449'(THIRD STREET), 16 FEET SOUTHWEST OF THE CENTER LINE OF 117TH
 JU0449'STREET, 3 FEET EAST OF POWER LINE POLE ACE 339 AND ABOUT 1 FOOT
 JU0449'BELOW THE LEVEL OF THIRD STREET.  SET IN THE TOP OF A CONCRETE
 JU0449'POST 6 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8989 ***********************************************************************
 AH8989  DESIGNATION -  STONE HARBOR RM 4
 AH8989  PID         -  AH8989
 AH8989  STATE/COUNTY-  NJ/CAPE MAY
 AH8989  USGS QUAD   -  STONE HARBOR (1972)
 AH8989
 AH8989                         *CURRENT SURVEY CONTROL
 AH8989  ___________________________________________________________________
 AH8989* NAD 83(1986)-  39 02 21.     (N)    074 46 10.     (W)     SCALED    
 AH8989* NAVD 88     -         2.589  (meters)       8.49   (feet)  ADJUSTED  
 AH8989  ___________________________________________________________________
 AH8989  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 AH8989  DYNAMIC HT  -           2.588 (meters)       8.49  (feet)  COMP
 AH8989  MODELED GRAV-     980,057.9   (mgal)                       NAVD 88
 AH8989
 AH8989  VERT ORDER  -  FIRST     CLASS II
 AH8989
 AH8989.The horizontal coordinates were scaled from a topographic map and have
 AH8989.an estimated accuracy of +/- 6 seconds.
 AH8989
 AH8989.The orthometric height was determined by differential leveling
 AH8989.and adjusted by the National Geodetic Survey in March 2001..
 AH8989.No vertical observational check was made to the station.
 AH8989
 AH8989.The geoid height was determined by GEOID03.
 AH8989
 AH8989.The dynamic height is computed by dividing the NAVD 88
 AH8989.geopotential number by the normal gravity value computed on the
 AH8989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8989.degrees latitude (g = 980.6199 gals.).
 AH8989
 AH8989.The modeled gravity was interpolated from observed gravity values.
 AH8989
 AH8989;                    North         East    Units  Estimated Accuracy
 AH8989;SPC NJ       -    22,880.      126,670.      MT  (+/- 180 meters Scaled)
 AH8989
 AH8989                          SUPERSEDED SURVEY CONTROL
 AH8989
 AH8989.No superseded survey control is available for this station.
 AH8989
 AH8989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ199211(NAD 83)
 AH8989_MARKER: DR = REFERENCE MARK DISK
 AH8989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8989_STAMPING: STONE HARBOR NO 4 1932
 AH8989_MARK LOGO: CGS   
 AH8989_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8989+STABILITY: SURFACE MOTION
 AH8989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8989+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1997
 AH8989
 AH8989  HISTORY     - Date     Condition        Report By
 AH8989  HISTORY     - 1962     MONUMENTED       CGS
 AH8989  HISTORY     - 19970801 GOOD             NJGS
 AH8989
 AH8989                          STATION DESCRIPTION
 AH8989
 AH8989'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH8989'THE STATION IS LOCATED IN THE BOROUGH OF STONE HARBOR ON THE SOUTHWEST
 AH8989'SIDE OF SECOND AVENUE AND ON THE GROUNDS OF THE FORMER STONE HARBOR
 AH8989'COAST GUARD STATION, NOW OCCUPIED BY THE STEPHEN LUDLAM AMERCIAN
 AH8989'LEGION POST NO.  331, 11617 SECOND AVENUE, STONE HARBOR, NEW JERSEY.
 AH8989'THE STATION IS 8.2 M (26.9 FT) NORTHWEST FROM THE WEST CURB OF SECOND
 AH8989'AVENUE, 11.6 M (38.1 FT) NORTH NORTHEAST FROM POLE NUMBER BT 225 SM,
 AH8989'16.6 M (54.5 FT) NORTHEAST FROM A FLAGPOLE IN THE SIDE YARD OF THE
 AH8989'POST HOME, 21.5 M (70.5 FT) NORTHEAST FROM TRIANGULATION STATION STONE
 AH8989'HARBOR AND 0.38 M (1.25 FT) WEST FROM THE SOUTH CORNER OF THE FRONT
 AH8989'PORCH OF THE POST HOME.  THE STATION IS SET FLUSH WITH THE GROUND
 AH8989'UNDER AN EVERGREEN BUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH8987 ***********************************************************************
 AH8987  DESIGNATION -  STONE HARBOR RM 5
 AH8987  PID         -  AH8987
 AH8987  STATE/COUNTY-  NJ/CAPE MAY
 AH8987  USGS QUAD   -  STONE HARBOR (1972)
 AH8987
 AH8987                         *CURRENT SURVEY CONTROL
 AH8987  ___________________________________________________________________
 AH8987* NAD 83(1986)-  39 02 20.     (N)    074 46 10.     (W)     SCALED    
 AH8987* NAVD 88     -         2.833  (meters)       9.29   (feet)  ADJUSTED  
 AH8987  ___________________________________________________________________
 AH8987  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 AH8987  DYNAMIC HT  -           2.831 (meters)       9.29  (feet)  COMP
 AH8987  MODELED GRAV-     980,057.8   (mgal)                       NAVD 88
 AH8987
 AH8987  VERT ORDER  -  FIRST     CLASS II
 AH8987
 AH8987.The horizontal coordinates were scaled from a topographic map and have
 AH8987.an estimated accuracy of +/- 6 seconds.
 AH8987
 AH8987.The orthometric height was determined by differential leveling
 AH8987.and adjusted by the National Geodetic Survey in March 2001..
 AH8987.No vertical observational check was made to the station.
 AH8987
 AH8987.The geoid height was determined by GEOID03.
 AH8987
 AH8987.The dynamic height is computed by dividing the NAVD 88
 AH8987.geopotential number by the normal gravity value computed on the
 AH8987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8987.degrees latitude (g = 980.6199 gals.).
 AH8987
 AH8987.The modeled gravity was interpolated from observed gravity values.
 AH8987
 AH8987;                    North         East    Units  Estimated Accuracy
 AH8987;SPC NJ       -    22,850.      126,670.      MT  (+/- 180 meters Scaled)
 AH8987
 AH8987                          SUPERSEDED SURVEY CONTROL
 AH8987
 AH8987.No superseded survey control is available for this station.
 AH8987
 AH8987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ199211(NAD 83)
 AH8987_MARKER: DR = REFERENCE MARK DISK
 AH8987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8987_STAMPING: STONE HARBOR NO 5 1932
 AH8987_MARK LOGO: CGS   
 AH8987_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8987+STABILITY: SURFACE MOTION
 AH8987_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8987+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1997
 AH8987
 AH8987  HISTORY     - Date     Condition        Report By
 AH8987  HISTORY     - 1962     MONUMENTED       CGS
 AH8987  HISTORY     - 19970801 GOOD             NJGS
 AH8987  HISTORY     - 20060916 GOOD             GEOCAC
 AH8987
 AH8987                          STATION DESCRIPTION
 AH8987
 AH8987'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AH8987'THE STATION IS LOCATED IN STONE HARBOR BOROUGH ON THE NORTHEAST SIDE
 AH8987'OF 117TH STREET IN FRONT OF HOUSE NUMBER 212, A TWO STORY FRAME
 AH8987'DWELLING WITH PROJECTING WOODEN DECK.  THE STATION IS 6.7 M (22.0 FT)
 AH8987'NORTH NORTHEAST FROM THE CENTERLINE OF 117TH STREET, 36.3 M (119.1 FT)
 AH8987'WEST NORTHWEST FROM A FIRE HYDRANT NEAR THE INTERSECTION OF SECOND
 AH8987'AVENUE AND 117TH STREET, 10.5 M (34.4 FT) EAST SOUTHEAST FROM POLE
 AH8987'NUMBER BT 125 SM AND 17.4 M (57.1 FT) NORTHEAST FROM A FLAGPOLE ACROSS
 AH8987'THE STREET FROM THE STATION.  THE STATION PROJECTS ABOUT 0.45 M (1.48
 AH8987'FT) ABOVE THE LEVEL OF THE SIDEWALK.
 AH8987
 AH8987                          STATION RECOVERY (2006)
 AH8987
 AH8987'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 AH8987'NOTE - MONUMENT IS STARTING TO EXHIBIT SLIGHT TILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2961 ***********************************************************************
 JU2961  DESIGNATION -  STONE HARBOR WATER TANK
 JU2961  PID         -  JU2961
 JU2961  STATE/COUNTY-  NJ/CAPE MAY
 JU2961  USGS QUAD   -  STONE HARBOR (1972)
 JU2961
 JU2961                         *CURRENT SURVEY CONTROL
 JU2961  ___________________________________________________________________
 JU2961* NAD 83(1996)-  39 03 14.79830(N)    074 45 30.30319(W)     ADJUSTED  
 JU2961* NAVD 88     -                                                        
 JU2961  ___________________________________________________________________
 JU2961  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 JU2961  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 JU2961
 JU2961  HORZ ORDER  -  THIRD
 JU2961
 JU2961.The horizontal coordinates were established by classical geodetic methods
 JU2961.and adjusted by the National Geodetic Survey in September 1999..
 JU2961
 JU2961
 JU2961.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2961
 JU2961.The geoid height was determined by GEOID03.
 JU2961
 JU2961;                    North         East     Units Scale Factor Converg.
 JU2961;SPC NJ       -    24,538.790   127,633.498   MT  0.99990616   -0 09 46.1
 JU2961;SPC NJ       -    80,507.68    418,744.23   sFT  0.99990616   -0 09 46.1
 JU2961;UTM  18      - 4,322,809.092   520,903.118   MT  0.99960538   +0 09 08.0
 JU2961
 JU2961                          SUPERSEDED SURVEY CONTROL
 JU2961
 JU2961  NAD 83(1991)-  39 03 14.77642(N)    074 45 30.30752(W) AD(       ) 4
 JU2961  NAD 83(1986)-  39 03 14.77532(N)    074 45 30.30778(W) AD(       ) 4
 JU2961  NAD 27      -  39 03 14.36600(N)    074 45 31.71900(W) AD(       ) 3
 JU2961
 JU2961.Superseded values are not recommended for survey control.
 JU2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2961.See file dsdata.txt to determine how the superseded data were derived.
 JU2961
 JU2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2090322809(NAD 83)
 JU2961_MARKER: 53 = ELEVATED TANK
 JU2961
 JU2961  HISTORY     - Date     Condition        Report By
 JU2961  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2961  HISTORY     - 1970     GOOD             NGS
 JU2961  HISTORY     - 1972     GOOD             NGS
 JU2961  HISTORY     - 1973     GOOD             NGS
 JU2961
 JU2961                          STATION DESCRIPTION
 JU2961
 JU2961'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2961'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  THE TANK
 JU2961'IS A 4-LEGGED STEEL STRUCTURE, PAINTED GRAY, WITH THE LEGEND
 JU2961'STONE HARBOR IN BLACK LETTERS ON THE NORTHWEST SIDE.  THE
 JU2961'OVERALL HEIGHT IS ABOUT 120 FEET.
 JU2961'
 JU2961'THE STATION IS LOCATED AT THE INTERSECTION OF 2ND AVENUE AND
 JU2961'95TH STREET IN THE CENTER OF STONE HARBOR.
 JU2961
 JU2961                          STATION RECOVERY (1970)
 JU2961
 JU2961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU2961'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU2961'IS ADEQUATE WITH THE EXCEPTION THAT THE TANK IS PAINTED A
 JU2961'BLUISH-GREEN.
 JU2961'
 JU2961'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2961'AT STONE HARBOR.
 JU2961
 JU2961                          STATION RECOVERY (1972)
 JU2961
 JU2961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RST)
 JU2961'THE STATION WAS RECOVERED IN GOOD CONDITION, AS DESCRIBED,
 JU2961'WITH THE FOLLOWING ADDITION--
 JU2961'
 JU2961'THE TANK IS NOW PAINTED BLUE.
 JU2961'
 JU2961'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2961'AT TOWN OF STONE HARBOR.
 JU2961
 JU2961                          STATION RECOVERY (1973)
 JU2961
 JU2961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 JU2961'RECOVERED AS DESCRIBED IN THE 1962 DESCRIPTION.
 JU2961'
 JU2961'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2961'IN STONE HARBOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU4060 ***********************************************************************
 KU4060  DESIGNATION -  STONE NJGS 1935
 KU4060  PID         -  KU4060
 KU4060  STATE/COUNTY-  NJ/BERGEN
 KU4060  USGS QUAD   -  YONKERS (1979)
 KU4060
 KU4060                         *CURRENT SURVEY CONTROL
 KU4060  ___________________________________________________________________
 KU4060* NAD 83(1996)-  40 56 01.78489(N)    073 55 59.48549(W)     ADJUSTED  
 KU4060* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 KU4060  ___________________________________________________________________
 KU4060  LAPLACE CORR-           6.75  (seconds)                    DEFLEC99
 KU4060  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 KU4060
 KU4060  HORZ ORDER  -  SECOND
 KU4060
 KU4060.The horizontal coordinates were established by classical geodetic methods
 KU4060.and adjusted by the National Geodetic Survey in September 1999..
 KU4060
 KU4060.The orthometric height was scaled from a topographic map.
 KU4060
 KU4060.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4060
 KU4060.The geoid height was determined by GEOID03.
 KU4060
 KU4060;                    North         East     Units Scale Factor Converg.
 KU4060;SPC NJ       -   233,354.499   197,731.629   MT  0.99992803   +0 22 16.9
 KU4060;SPC NJ       -   765,597.22    648,724.52   sFT  0.99992803   +0 22 16.9
 KU4060;SPC NY L     -    85,193.234   305,626.631   MT  0.99999596   +0 02 37.3
 KU4060;SPC NY L     -   279,504.80  1,002,710.04   sFT  0.99999596   +0 02 37.3
 KU4060;SPC NY E     -   233,354.499   197,731.629   MT  0.99992803   +0 22 16.9
 KU4060;SPC NY E     -   765,597.22    648,724.52   sFT  0.99992803   +0 22 16.9
 KU4060;UTM  18      - 4,531,959.352   589,810.734   MT  0.99969927   +0 41 56.4
 KU4060
 KU4060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4060!SPC NJ       -   0.99998364  x   0.99992803  =   0.99991167
 KU4060!SPC NY L     -   0.99998364  x   0.99999596  =   0.99997960
 KU4060!SPC NY E     -   0.99998364  x   0.99992803  =   0.99991167
 KU4060!UTM  18      -   0.99998364  x   0.99969927  =   0.99968292
 KU4060
 KU4060:                Primary Azimuth Mark                     Grid Az
 KU4060:SPC NJ       -  EASTMAN                                  203 36 55.9
 KU4060:SPC NY L     -  EASTMAN                                  203 56 35.5
 KU4060:SPC NY E     -  EASTMAN                                  203 36 55.9
 KU4060:UTM  18      -  EASTMAN                                  203 17 16.4
 KU4060
 KU4060|---------------------------------------------------------------------|
 KU4060| PID    Reference Object                     Distance      Geod. Az  |
 KU4060|                                                           dddmmss.s |
 KU4060| KU3878 EASTMAN                             APPROX. 9.6 KM 2035912.8 |
 KU4060|---------------------------------------------------------------------|
 KU4060
 KU4060                          SUPERSEDED SURVEY CONTROL
 KU4060
 KU4060  NAD 83(1996)-  40 56 01.78489(N)    073 55 59.48550(W) AD(       ) 2
 KU4060  NAD 83(1996)-  40 56 01.78575(N)    073 55 59.48610(W) AD(       ) 2
 KU4060  NAD 83(1992)-  40 56 01.78414(N)    073 55 59.48570(W) AD(       ) 2
 KU4060  NAD 83(1986)-  40 56 01.78912(N)    073 55 59.48659(W) AD(       ) 2
 KU4060  NAD 27      -  40 56 01.43370(N)    073 56 00.99522(W) AD(       ) 2
 KU4060
 KU4060.Superseded values are not recommended for survey control.
 KU4060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4060.See file dsdata.txt to determine how the superseded data were derived.
 KU4060
 KU4060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8981131959(NAD 83)
 KU4060_MARKER: DS = TRIANGULATION STATION DISK
 KU4060_SETTING: 0 = UNSPECIFIED SETTING
 KU4060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU4060
 KU4060  HISTORY     - Date     Condition        Report By
 KU4060  HISTORY     - 1935     MONUMENTED       NJGS
 KU4060  HISTORY     - 1966     GOOD             CGS
 KU4060
 KU4060                          STATION DESCRIPTION
 KU4060
 KU4060'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1935 (PK)
 KU4060'STATION IS A STANDARD U.S.C. AND G.S. AND S.S. DISK SET IN
 KU4060'CONCRETE FLOOR DIRECTLY UNDER SCUTTLE-OPENING IN TEMPORARY ROOF ON
 KU4060'102-FOOT STONE WATER AND OBSERVATION TOWER ON ESTATE OF MANUEL
 KU4060'RIOANDA, ON W SIDE OF S.H. ROUTE 9W, ABOUT 2.3 MILES N OF CLINTON
 KU4060'AVE. IN TENAFLY.
 KU4060'
 KU4060'MON. 1438 IS 1000 FEET S OF MAIN ENTRANCE TO ESTATE OF MANUEL RIOANDA.
 KU4060'
 KU4060'TO REACH STATION FROM GEORGE WASHINGTON BRIDGE AT FORT LEE,
 KU4060'PROCEED N ON S.H. ROUTE 9W, ABOUT 6 MILES TO MAIN ENTRANCE TO
 KU4060'ESTATE OF RIOANDA.  TURN L ON DRIVEWAY AND FOLLOW IT ABOUT 2000
 KU4060'FEET.  PERMISSION TO ENTER TOWER WILL BE GIVEN BY MR. RIOANDA OR
 KU4060'HIS SUPERINTENDENT.
 KU4060
 KU4060                          STATION RECOVERY (1966)
 KU4060
 KU4060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GB)
 KU4060'STATION WAS RECOVERED.
 KU4060'
 KU4060'TO REACH FROM THE ALPINE POLICE STATION, GO SOUTH ON 9W 1.2 MILES
 KU4060'TO A PRIVATE ROAD, TURN RIGHT AND GO 1/4 MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1704 ***********************************************************************
 KV1704  DESIGNATION -  STONE POST USE
 KV1704  PID         -  KV1704
 KV1704  STATE/COUNTY-  NJ/WARREN
 KV1704  USGS QUAD   -  RIEGELSVILLE (1990)
 KV1704
 KV1704                         *CURRENT SURVEY CONTROL
 KV1704  ___________________________________________________________________
 KV1704* NAD 83(1986)-  40 35 57.     (N)    075 11 27.     (W)     SCALED    
 KV1704* NAVD 88     -        48.827  (meters)     160.19   (feet)  ADJUSTED  
 KV1704  ___________________________________________________________________
 KV1704  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KV1704  DYNAMIC HT  -          48.804 (meters)     160.12  (feet)  COMP
 KV1704  MODELED GRAV-     980,156.9   (mgal)                       NAVD 88
 KV1704
 KV1704  VERT ORDER  -  SECOND    CLASS 0
 KV1704
 KV1704.The horizontal coordinates were scaled from a topographic map and have
 KV1704.an estimated accuracy of +/- 6 seconds.
 KV1704
 KV1704.The orthometric height was determined by differential leveling
 KV1704.and adjusted by the National Geodetic Survey in June 1991..
 KV1704
 KV1704.The geoid height was determined by GEOID03.
 KV1704
 KV1704.The dynamic height is computed by dividing the NAVD 88
 KV1704.geopotential number by the normal gravity value computed on the
 KV1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1704.degrees latitude (g = 980.6199 gals.).
 KV1704
 KV1704.The modeled gravity was interpolated from observed gravity values.
 KV1704
 KV1704;                    North         East    Units  Estimated Accuracy
 KV1704;SPC NJ       -   196,270.       91,530.      MT  (+/- 180 meters Scaled)
 KV1704
 KV1704                          SUPERSEDED SURVEY CONTROL
 KV1704
 KV1704  NGVD 29 (??/??/??)   49.071  (m)          160.99   (f) ADJUSTED    2 0
 KV1704
 KV1704.Superseded values are not recommended for survey control.
 KV1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1704.See file dsdata.txt to determine how the superseded data were derived.
 KV1704
 KV1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK838942(NAD 83)
 KV1704_MARKER: X = CHISELED CROSS
 KV1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1704_SP_SET: STONE POST
 KV1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1704+STABILITY: SURFACE MOTION
 KV1704
 KV1704  HISTORY     - Date     Condition        Report By
 KV1704  HISTORY     - 1935     MONUMENTED       DOD
 KV1704  HISTORY     - 1956     MARK NOT FOUND   CGS
 KV1704
 KV1704                          STATION DESCRIPTION
 KV1704
 KV1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1704'7.1 MI NW FROM MILFORD.
 KV1704'IN WARREN COUNTY, 7.1 MILES NORTHWEST ALONG THE PENNSYLVANIA
 KV1704'RAILROAD FROM THE STATION AT MILFORD, HUNTERDON COUNTY, 0.4 MILE
 KV1704'NORTH OF THE STATION AT REIGELSVILLE, AT A GRAVEL-ROAD CROSSING,
 KV1704'37.1 FEET NORTHWEST OF THE NORTHWEST EDGE OF A CONCRETE TELEPHONE
 KV1704'HOUSE, 29.6 FEET WEST OF THE WEST RAIL, 25 FEET NORTHWEST OF A
 KV1704'TELEPHONE POLE, 2.5 FEET EAST OF A CABLE FENCE, AND ON THE GRAVEL
 KV1704'ROAD.  A CHISELED CROSS, ON THE TOP OF A STONE POST.  NOTE-- THE
 KV1704'MARK IS PROBABLY STILL IN POSITION BUT DUE TO THE FLOOD IT IS
 KV1704'PROBABLY COVERED WITH SAND, ROCKS AND DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3424 ***********************************************************************
 JU3424  DESIGNATION -  STONY
 JU3424  PID         -  JU3424
 JU3424  STATE/COUNTY-  NJ/SALEM
 JU3424  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU3424
 JU3424                         *CURRENT SURVEY CONTROL
 JU3424  ___________________________________________________________________
 JU3424* NAD 83(1996)-  39 27 38.11397(N)    075 32 09.63903(W)     ADJUSTED  
 JU3424* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3424  ___________________________________________________________________
 JU3424  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 JU3424  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JU3424
 JU3424  HORZ ORDER  -  SECOND
 JU3424
 JU3424.The horizontal coordinates were established by classical geodetic methods
 JU3424.and adjusted by the National Geodetic Survey in September 1999..
 JU3424
 JU3424.The orthometric height was scaled from a topographic map.
 JU3424
 JU3424.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3424
 JU3424.The geoid height was determined by GEOID03.
 JU3424
 JU3424;                    North         East     Units Scale Factor Converg.
 JU3424;SPC NJ       -    70,141.987    60,846.830   MT  0.99999783   -0 39 30.5
 JU3424;SPC NJ       -   230,124.17    199,628.31   sFT  0.99999783   -0 39 30.5
 JU3424;SPC DE       -   162,146.291   189,729.054   MT  0.99999630   -0 04 33.1
 JU3424;SPC DE       -   531,974.96    622,469.40   sFT  0.99999630   -0 04 33.1
 JU3424;UTM  18      - 4,368,027.551   453,888.168   MT  0.99962618   -0 20 26.4
 JU3424
 JU3424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3424!SPC NJ       -   1.00000516  x   0.99999783  =   1.00000299
 JU3424!SPC DE       -   1.00000516  x   0.99999630  =   1.00000146
 JU3424!UTM  18      -   1.00000516  x   0.99962618  =   0.99963134
 JU3424
 JU3424|---------------------------------------------------------------------|
 JU3424| PID    Reference Object                     Distance      Geod. Az  |
 JU3424|                                                           dddmmss.s |
 JU3424| CB3094 STONY RM 1                          102.840 METERS 02724     |
 JU3424| JU3425 STONY USE 1933                       89.139 METERS 04200     |
 JU3424| CB3095 STONY RM 2                          106.619 METERS 08346     |
 JU3424| JU3406 REEDY ISLAND FRONT RANGE LIGHT      APPROX. 3.9 KM 2443840.7 |
 JU3424| JU3413 REEDY ISLAND JETTY MIDDLE LT        APPROX. 4.1 KM 3071109.1 |
 JU3424|---------------------------------------------------------------------|
 JU3424
 JU3424                          SUPERSEDED SURVEY CONTROL
 JU3424
 JU3424  NAD 83(1991)-  39 27 38.11396(N)    075 32 09.63903(W) AD(       ) 2
 JU3424  NAD 83(1986)-  39 27 38.10585(N)    075 32 09.64858(W) AD(       ) 2
 JU3424  NAD 27      -  39 27 37.69900(N)    075 32 10.92100(W) AD(       ) 2
 JU3424
 JU3424.Superseded values are not recommended for survey control.
 JU3424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3424.See file dsdata.txt to determine how the superseded data were derived.
 JU3424
 JU3424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5388868028(NAD 83)
 JU3424_MARKER: DS = TRIANGULATION STATION DISK
 JU3424_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU3424_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU3424
 JU3424  HISTORY     - Date     Condition        Report By
 JU3424  HISTORY     - 1933     MONUMENTED       CGS
 JU3424  HISTORY     - 1934     SEE DESCRIPTION  CGS
 JU3424  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JU3424  HISTORY     - 1946     SEE DESCRIPTION  CGS
 JU3424
 JU3424                          STATION DESCRIPTION
 JU3424
 JU3424'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3424'THIS STATION IS ABOUT 10 MILES SSW OF SALEM, NEW JERSEY, AND 5 MILES
 JU3424'SSE OF PORT PENN, DELAWARE, ON THE LOWER END OF STONY ISLAND IN
 JU3424'THE DELAWARE RIVER.  IT IS 20 FEET NE OF THE DYKE ALONG THE SW EDGE
 JU3424'OF THE ISLAND, AND ABOUT 100 YARDS NW OF AN OLD SHIP ON THE NW
 JU3424'SIDE OF U.S. ARMY ENGINEERS HARBOR ENTRANCE.  THIS HARBOR WAS
 JU3424'MADE BY ENCLOSING A SMALL COVE WITH SEVERAL OLD WOODEN SHIPS.
 JU3424'
 JU3424'SURFACE MARK IS A STANDARD BRONZE DISK IN A TILE.
 JU3424'
 JU3424'UNDERGROUND MARK IS A BLOCK OF CONCRETE BELOW THE GROUND CONTAINING
 JU3424'A STANDARD BRONZE DISK.
 JU3424'
 JU3424'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, IN THE
 JU3424'TOP OF A TILE.
 JU3424'
 JU3424'REFERENCE MARK NO. 1 IS NE OF THE STATION, 8 FEET SW OF THE SW CORNER
 JU3424'OF A SMALL WOODED SHED, 55 FEET WSW OF A WELL, AND ABOUT 150 YARDS N
 JU3424'OF THE SHIP ON THE NW SIDE OF THE HARBOR ENTRANCE.
 JU3424'
 JU3424'REFERENCE MARK NO. 2 IS E OF THE STATION, ABOUT 150 FEET NE OF THE
 JU3424'BOW OF THE SHIP ON THE NW SIDE OF THE HARBOR ENTRANCE, AND ABOUT
 JU3424'75 FEET N OF A SMALL WOODEN PIER INSIDE THE HARBOR.
 JU3424'
 JU3424'THE U.S. ARMY ENGINEERS SEXTANT STATION (STONY SEXT) IS NE OF THE
 JU3424'STATION, 108 FEET S OF A WELL.  THERE IS A 50-FOOT WOODEN TRIPOD AND
 JU3424'SIGNAL OVER THE MARK.  THE MARK IS SECTION OF 1 1/2-INCH IRON PIPE
 JU3424'DRIVEN IN THE GROUND.
 JU3424
 JU3424                          STATION RECOVERY (1934)
 JU3424
 JU3424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JHB)
 JU3424'THIS STATION IS ABOUT 10 MILES SSW OF SALEM, NEW JERSEY, AND ABOUT
 JU3424'5 MILES SSE OF PORT PENN, DELAWARE, ON THE LOWER END OF ARTIFICIAL
 JU3424'ISLAND IN THE DELAWARE RIVER.  IT IS ABOUT 20 FEET NE OF THE
 JU3424'BULKHEAD ALONG THE SW EDGE OF THE ISLAND, AND ABOUT 100 YARDS NW OF
 JU3424'AN OLD SHIP ON THE NW SIDE OF THE U.S. ARMY ENGINEERS HARBOR
 JU3424'ENTRANCE.  THIS HARBOR WAS MADE BY ENCLOSING A SMALL COVE WITH
 JU3424'SEVERAL OLD WOODEN SHIPS.
 JU3424'
 JU3424'STORMS HAVE WASHED AWAY THE SAND ABOUT THE STATION SO THAT THE
 JU3424'SURFACE MARK HAS TOPPLED OVER LEAVING THE SUB-SURFACE MARK EXPOSED.
 JU3424'THE SUB-SURFACE MARK IS AWASH AT HIGH TIDE.  IT HAS APPARENTLY NOT
 JU3424'BEEN DISTURBED AS YET BUT IT WILL ONLY BE A MATTER OF TIME BEFORE
 JU3424'IT IS ALSO WASHED OUT.
 JU3424'
 JU3424'THE REFERENCE MARKS AND THE USE STATION STONY ARE IN GOOD CONDITION
 JU3424'AND ABOVE HIGH WATER.
 JU3424
 JU3424                          STATION RECOVERY (1935)
 JU3424
 JU3424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GOW)
 JU3424'STONY (1933) WAS FOUND COMPLETELY DISPLACED AND LYING ABOUT 10 YARDS
 JU3424'FROM THE SIGNAL TOWER AND TRIPOD STAND WHICH ARE STILL STANDING OVER
 JU3424'ANOTHER TRIANGULATION STATION MARK WHICH IS UNSTAMPED.  INDICATIONS
 JU3424'ARE THAT THE SECOND MARK WAS SET IN THE FORMER POSITION OF STONY
 JU3424'1933 SINCE THE DISTANCES AND ANGLES TO THE REFERENCE MARKS CHECK
 JU3424'WITH THE ORIGINAL DESCRIPTION.
 JU3424'
 JU3424'REFERENCE MARK NO. 1 IS 44 PACES FROM A SMALL WOODEN SHACK, THE ONE
 JU3424'IN PREVIOUS DESCRIPTION EITHER HAVING BEEN MOVED OR BURNED.  IT IS
 JU3424'ALSO 31 PACES N OF THE WOODEN SEXTANT TRIPOD.
 JU3424
 JU3424                          STATION RECOVERY (1946)
 JU3424
 JU3424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3424'STATION FOUND AS DESCRIBED BY G.O.W. IN 1935 EXCEPT SIGNAL TOWER NO
 JU3424'LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5512 ***********************************************************************
 KV5512  DESIGNATION -  STONY HILL 2
 KV5512  PID         -  KV5512
 KV5512  STATE/COUNTY-  NJ/BURLINGTON
 KV5512  USGS QUAD   -  NEW EGYPT (1977)
 KV5512
 KV5512                         *CURRENT SURVEY CONTROL
 KV5512  ___________________________________________________________________
 KV5512* NAD 83(1996)-  40 07 12.49359(N)    074 34 51.48221(W)     ADJUSTED  
 KV5512* NAVD 88     -        71.0    (meters)     233.     (feet)  GPS OBS   
 KV5512  ___________________________________________________________________
 KV5512  X           -   1,298,580.515 (meters)                     COMP
 KV5512  Y           -  -4,708,357.251 (meters)                     COMP
 KV5512  Z           -   4,088,220.048 (meters)                     COMP
 KV5512  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 KV5512  ELLIP HEIGHT-          38.50  (meters)          (10/23/02) GPS OBS
 KV5512  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV5512
 KV5512  HORZ ORDER  -  FIRST
 KV5512  ELLP ORDER  -  FOURTH    CLASS I
 KV5512
 KV5512.The horizontal coordinates were established by GPS observations
 KV5512.and adjusted by the National Geodetic Survey in May 1999..
 KV5512
 KV5512.The orthometric height was determined by GPS observations and a
 KV5512.high-resolution geoid model.
 KV5512
 KV5512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5512
 KV5512.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5512
 KV5512.The ellipsoidal height was determined by GPS observations
 KV5512.and is referenced to NAD 83.
 KV5512
 KV5512.The geoid height was determined by GEOID03.
 KV5512
 KV5512;                    North         East     Units Scale Factor Converg.
 KV5512;SPC NJ       -   142,855.735   143,098.714   MT  0.99990059   -0 03 07.8
 KV5512;SPC NJ       -   468,685.86    469,483.03   sFT  0.99990059   -0 03 07.8
 KV5512;UTM  18      - 4,441,175.539   535,705.799   MT  0.99961569   +0 16 12.1
 KV5512
 KV5512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5512!SPC NJ       -   0.99999396  x   0.99990059  =   0.99989455
 KV5512!UTM  18      -   0.99999396  x   0.99961569  =   0.99960965
 KV5512
 KV5512|---------------------------------------------------------------------|
 KV5512| PID    Reference Object                     Distance      Geod. Az  |
 KV5512|                                                           dddmmss.s |
 KV5512| CS4394 STONY HILL RESET                      0.879 METERS 00907     |
 KV5512| CB6426 STONY HILL 2 RM 1                    37.810 METERS 04200     |
 KV5512| CB6425 STONY HILL 2 AZ MK                                 2710048.7 |
 KV5512| CB6427 STONY HILL 2 RM 2                    33.117 METERS 30024     |
 KV5512| CS4397 UNID TV CHANNEL 52 TOWER                           33338     |
 KV5512|---------------------------------------------------------------------|
 KV5512
 KV5512                          SUPERSEDED SURVEY CONTROL
 KV5512
 KV5512  ELLIP H (05/14/99)   38.49   (m)                       GP(       ) 4 1
 KV5512  NAD 83(1992)-  40 07 12.49290(N)    074 34 51.48216(W) AD(       ) 1
 KV5512  ELLIP H (12/16/96)   38.45   (m)                       GP(       ) 2 1
 KV5512  NAD 83(1986)-  40 07 12.48895(N)    074 34 51.48105(W) AD(       ) 1
 KV5512  NAD 27      -  40 07 12.08800(N)    074 34 52.92200(W) AD(       ) 1
 KV5512
 KV5512.Superseded values are not recommended for survey control.
 KV5512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5512.See file dsdata.txt to determine how the superseded data were derived.
 KV5512
 KV5512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3570641176(NAD 83)
 KV5512_MARKER: DD = SURVEY DISK
 KV5512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5512_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5512_STAMPING: STONY HILL 2
 KV5512_MARK LOGO: USE   
 KV5512_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5512+STABILITY: SURFACE MOTION
 KV5512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5512+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1995
 KV5512
 KV5512  HISTORY     - Date     Condition        Report By
 KV5512  HISTORY     - 1935     MONUMENTED       USE
 KV5512  HISTORY     - 1936     GOOD             NJGS
 KV5512  HISTORY     - 1959     GOOD             CGS
 KV5512  HISTORY     - 1977     SEE DESCRIPTION  NGS
 KV5512  HISTORY     - 1985     GOOD             NGS
 KV5512  HISTORY     - 19951129 GOOD             TWT
 KV5512
 KV5512                          STATION DESCRIPTION
 KV5512
 KV5512'DESCRIBED BY US ENGINEERS 1935 (JB)
 KV5512'THE STATION MARK IS A U.S. ENGINEERS BENCH MARK IN GOOD CONDITION
 KV5512'AND IS STAMPED STONY HILL 2 1935.  THE 2 WAS ADDED AND THE 1839
 KV5512'WAS OBLITERATED SINCE THE OCCUPATION OF THIS STATION.  IT WAS
 KV5512'FOUND BY COMPUTATIONS IN THE OFFICE THAT THIS MARK IS NOT SET
 KV5512'OVER THE OLD STATION.  THE OLD STATION COULD NOT BE FOUND AFTER
 KV5512'A DILIGENT AND THOROUGH SEARCH HAD BEEN MADE.
 KV5512'
 KV5512'THE MARK IS 4.7 MILES AIRLINE NORTHWEST OF NEW EGYPT, ON THE
 KV5512'PROPERTY OF JOHN FARKAS, ON TOP OF A CLAY STONY HILL, ABOUT
 KV5512'100 YARDS WEST OF THE EDGE OF A ROW OF TREES, ABOUT 100 FEET
 KV5512'SOUTH OF AN EAST-WEST ROAD, 2 PACES WEST OF A NORTH-SOUTH FENCE
 KV5512'LINE THAT CROSSES THE TOP OF THE HILL.  THE MARK PROJECTS 12
 KV5512'INCHES ABOVE THE SURFACE OF THE GROUND.  WHEN THE STATION WAS
 KV5512'VISITED BOTH AT THE TIME OF OCCUPATION AND AT THE TIME AN
 KV5512'EFFORT WAS MADE TO FIND THE TRUE MARK THE DIRT AROUND THE U.S.
 KV5512'ENGINEERS MARK HAD BEEN REMOVED ABOUT TWO FEET BELOW THE TOP OF
 KV5512'THE MARK.  AS FAR AS COULD BE DETERMINED THE MARK HAS
 KV5512'NOT BEEN MOVED.
 KV5512'
 KV5512'THE TWO CLOSE REFERENCES AND THE AZIMUTH MARKS WERE SET AT THE
 KV5512'TIME OF OCCUPATION.  REFERENCE MARK NO. 1 IS 37.765 METERS
 KV5512'(123.87 FEET) NORTHEAST OF THE STATION, AT THE TOP OF THE SLOPE
 KV5512'OF ROAD BANK ON THE SOUTH SIDE, 33 PACES EAST OF A NORTH-SOUTH
 KV5512'FENCE RUNNING ACROSS THE TOP OF THE HILL AND 1 FOOT SOUTH OF AN
 KV5512'8-INCH LOCUST TREE.  THE MARK PROJECTS 4 INCHES ABOVE THE
 KV5512'SURFACE OF THE GROUND AND IS STAMPED STONY HILL 2 1935 NO 1.
 KV5512'
 KV5512'REFERENCE MARK NO. 2 IS 33.07 METERS (108.44 FEET) NORTHWEST OF
 KV5512'THE STATION, AT THE TOP OF THE SLOPE ON THE SOUTH SIDE OF THE
 KV5512'ROAD, 24 PACES WEST OF THE NORTH-SOUTH FENCE LINE ACROSS THE TOP
 KV5512'OF THE HILL, 2 PACES SOUTH OF AN EAST-WEST RAIL FENCE.  THE MARK
 KV5512'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 KV5512'STONY HILL 2 1935 NO 2.
 KV5512'
 KV5512'AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION, 81 PACES NORTH
 KV5512'OF THE CENTERLINE OF THE GRAVEL ROAD LEADING WEST FROM THE
 KV5512'STATION, 21 PACES NORTH OF A PASTURE GATE, AND 13 PACES EAST OF
 KV5512'AN 18-INCH APPLE TREE.  THE MARK PROJECTS 2 INCHES AND IS
 KV5512'STAMPED STONY HILL 2 1935.
 KV5512'
 KV5512'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS
 KV5512'54.93 METERS (180.19 FEET).
 KV5512'
 KV5512'THE NAME OF THIS STATION WAS CHANGED FROM STONY HILL 1839-1935
 KV5512'TO READ STONY HILL 2 1935 AT A REQUEST FROM THE COMPUTING
 KV5512'DIVISION.
 KV5512'
 KV5512'THE DIRECTIONS RECORDED ON THIS DESCRIPTION ARE THOSE OF THE
 KV5512'LAST OCCUPATION.  THE REMAINING MEASUREMENTS WERE CHECKED.
 KV5512
 KV5512                          STATION RECOVERY (1936)
 KV5512
 KV5512'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 KV5512'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 KV5512'CONDITION.  DESCRIPTION SHOULD BE REVISED AS FOLLOWS--
 KV5512'
 KV5512'STATION MARKER IS STAMPED STONY HILL 2 1935.
 KV5512'
 KV5512'THE WIRE FENCE RUNNING NORTH AND SOUTH NEAR THE STATION HAS
 KV5512'BEEN REMOVED.
 KV5512'
 KV5512'TO REACH THE STATION, PROCEED FROM THE ELLISDALE GENERAL STORE
 KV5512'AT THE CROSS ROAD IN ELLISDALE, 0.8 MILE SOUTH ON THE ROAD TO
 KV5512'ARNEYTOWN TO ROAD AT RIGHT LEADING TO CHESTERFIELD, THENCE 0.15
 KV5512'MILE WEST ALONG THIS ROAD, THENCE SOUTH UP THE HILL ABOUT 30
 KV5512'METERS FROM ROAD CENTERLINE TO THE STATION.
 KV5512
 KV5512                          STATION RECOVERY (1959)
 KV5512
 KV5512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 KV5512'STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 RECOVERED
 KV5512'IN GOOD CONDITION.  AZIMUTH MARK NOT SEARCHED FOR.  ANGLE BETWEEN
 KV5512'REFERENCE MARK IS 258 2754 AND DISTANCE TO REFERENCE MARK NO. 1
 KV5512'IS 24.15 FEET AND REFERENCE MARK NO. 2 IS 108.64 FEET.
 KV5512'DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING.
 KV5512'STATION IS 39.7 FEET NORTHEAST OF NORTHWEST CORNER OF HOUSE,
 KV5512'19.65 FEET NORTH-NORTHWEST OF NORTHEAST CORNER OF
 KV5512'HOUSE, 14.75 FEET NORTH OF NORTH SIDE OF HOUSE, AND PROJECTS
 KV5512'ABOUT 2 INCHES.  REFERENCE MARK NO. 1 IS 28.8 FEET NORTH OF
 KV5512'C/L ROAD, 15.6 FEET NORTHEAST OF CENTER OF CLUMP OF 3-6 INCH
 KV5512'OAK TREES, AND PROJECTS ABOUT 4 INCHES.  REFERENCE MARK NO. 2
 KV5512'IS 25.5 FEET NORTH C/L ROAD, 103.5 FEET NORTH-NORTHWEST OF
 KV5512'NORTHWEST CORNER OF HOUSE, AND FLUSH WITH GROUND.
 KV5512
 KV5512                          STATION RECOVERY (1977)
 KV5512
 KV5512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KV5512'AZIMUTH NO LONGER VG
 KV5512'
 KV5512'NO OTHER OBJECTS VG
 KV5512'
 KV5512'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 KV5512'RECOVERED AND FOUND IN GOOD CONDITION.  A DIFFERENCE OF 7 MINUTES IN
 KV5512'DIRECTION WAS NOTED BETWEEN THE REFERENCE MARKS.  A LONGER DISTANCE
 KV5512'OF 0.054 METER WAS NOTED TO REFERENCE MARK ONE.  A LONGER DISTANCE
 KV5512'OF 0.058 METER WAS NOTED TO REFERENCE MARK TWO.  THE REASON FOR THE
 KV5512'DIFFERENCES ARE BELIEVED CAUSED BY THE WIDENING OF THE ROAD
 KV5512'CAUSING THE BANK TO SLIDE DOWN OVER THE YEARS.  THE ROAD CUTBANK
 KV5512'IS ONLY ABOUT 4 FEET FROM THE REFERENCE MARKS.  THE AZIMUTH MARK IS
 KV5512'NOW OBSTRUCTED BY TREES.
 KV5512'
 KV5512'THE STATION IS LOCATED ON A HILL ABOUT 12 MILES SOUTHEAST OF TRENTON,
 KV5512'3 MILES NORTH OF NORTH HANOVER AND 2-1/2 MILES EAST OF
 KV5512'CHESTERFIELD THE PROPERTY IS OWNED BY MR. EUGENE STEWARD, R.D. NO.
 KV5512'1, ALLENTOWN NEW JERSEY, 08501, TELEPHONE NUMBER (609) 259 2005.
 KV5512'
 KV5512'TO REACH FROM THE CROSSROADS IN THE CENTER OF THE SMALL VILLAGE OF
 KV5512'CHESTERFIELD, GO SOUTHEAST ON STATE HIGHWAY 545 FOR 1.25 MILES TO A
 KV5512'SIDE ROAD LEFT.  TURN LEFT AND GO NORTHEAST ON A PAVED ROAD FOR 1.1
 KV5512'MILE TO A SIDE ROAD RIGHT.  CONTINUE NORTHEAST ON THE PAVED ROAD
 KV5512'FOR 0.05 MILE TO A SIDE ROAD LEFT.  CONTINUE NORTHEAST ON THE MAIN
 KV5512'TRAVELED ROAD FOR 0.95 MILE TO A WOODED NORTH-SOUTH FENCE LINE
 KV5512'ON THE LEFT AND AZIMUTH MARK 81 PACES TO THE NORTH IN THE FENCE
 KV5512'LINE.  CONTINUE EAST ON THE DIRT ROAD FOR 0.5 MILE TO MR.
 KV5512'STEWARDS HOME ON THE RIGHT AND THE STATION.
 KV5512'
 KV5512'THE STATION MARK IS A U.S. ARMY CORP OF ENGINEERS DISK STAMPED STONY
 KV5512'HILL 2 1935, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT
 KV5512'PROJECTING 2-INCHES.  IT IS 98 FEET SOUTHWEST OF THE CENTER OF THE
 KV5512'DIRT ROAD, 77.5 FEET WEST OF A POWERLINE POLE NUMBERED JC250 NOH,
 KV5512'AND 19.4 FEET NORTHEAST OF THE NORTH ENTRANCE TO MR. STEWARDS HOME.
 KV5512'
 KV5512'REFERENCE MARK ONE IS A STANDARD DISK STAMPED STONY HILL NO 1 1839
 KV5512'1935 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 KV5512'PROJECTS 2-INCHES.  IT IS 133.5 FEET NORTHEAST OF THE NORTH
 KV5512'ENTRANCE TO MR. STEWARDS HOME, 46.5 FEET NORTHEAST OF A POWERLINE
 KV5512'POLE NUMBERED JC250 NOH, 27 FEET SOUTH OF THE CENTER OF THE
 KV5512'DIRT ROAD.
 KV5512'
 KV5512'REFERENCE MARK 2 IS A STANDARD DISK STAMPED STONY HILL NO 2 1839 1935
 KV5512'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KV5512'2-INCHES.  IT IS 141.5 FEET WEST OF THE POWERLINE POLE NUMBERED
 KV5512'JC250NOH, 114 FEET NORTHWEST OF THE NORTH ENTRANCE TO MR. STEWARDS
 KV5512'HOME, AND 23 FEET SOUTH OF THE CENTER OF THE DIRT ROAD.
 KV5512'
 KV5512'THE AZIMUTH MARK IS A STANDARD DISK STAMPED STONY HILL 1839 1935 SET
 KV5512'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 KV5512'INCHES.  IT IS 88 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 54.5
 KV5512'FEET NORTH OF THE CENTER OF A GATE, 1.5 FEET NORTH OF A WITNESS POST,
 KV5512'AND 1 FOOT EAST OF A WOODEN FENCE.
 KV5512'
 KV5512'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES EAST
 KV5512'OF CHESTERFIELD.
 KV5512
 KV5512                          STATION RECOVERY (1985)
 KV5512
 KV5512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 KV5512'THE STATION WAS RECOVERED AT THIS DATE.
 KV5512'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 KV5512'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 KV5512'VISIBLE FROM THE GROUND AS PREVIOUSLY REPORTED.  A SHORTER DISTANCE
 KV5512'OF 0.009 METERS (0.03 FT.) WAS FOUND TO REFERENCE MARK ONE.  A
 KV5512'SHORTER DISTANCE OF 0.011 METERS (0.04 FT.) WAS FOUND TO REFERENCE
 KV5512'MARK TWO.  THE LONG DISTANCES TO THE REFERENCE MARKS MUST HAVE
 KV5512'CONTRIBUTED TO THE DISCREPANCY AS THERE WAS NO NOTICEABLE MOVEMENT.
 KV5512'A COMPLETE NEW DESCRIPTION FOLLOWS.
 KV5512'
 KV5512'THE STATION IS LOCATED ABOUT 19 KM (12 MI) SOUTHEAST OF TRENTON,
 KV5512'8 KM (5 MI) NORTH OF WRIGHTSTOWN AND
 KV5512'4.25 KM (2.5 MI) EAST OF CHESTERFIELD.
 KV5512'OWNERSHIP--MR. AND MRS. EUGENE A. STEWARD, ROUTE I ALLENTOWN, NEW
 KV5512'JERSEY 08501.
 KV5512'
 KV5512'TO REACH THE STATION FROM THE MAIN CROSSROADS IN THE SMALL VILLAGE
 KV5512'OF CHESTERFIELD, GO EASTERLY ON COUNTY ROUTE 528 FOR 2.0 KM(1.25
 KV5512') TO A FORK.  KEEP STRAIGHT AHEAD AND GO EASTERLY ON COUNTY ROUTE
 KV5512'664 FOR 1.45(0.9 MI) TO THE STATION ON THE RIGHT ATOP A LOW HILL
 KV5512'AND IN THE FRONT YARD OF MR. STEWARDS HOUSE.
 KV5512'
 KV5512'THE STATION IS A STANDARD USE DISK
 KV5512'STAMPED---STONY HILL 2 1935---,
 KV5512'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV5512'15 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 KV5512'29.8 METERS (97.8 FT) SOUTH FROM THE CENTER OF STEWARD ROAD,
 KV5512'12.0 METERS (39.5 FT) NORTHEAST FROM THE NORTHWEST CORNER OF THE
 KV5512'HOUSE,
 KV5512'6.0 METERS (19.6 FT) NORTHWEST FROM THE NORTHEAST CORNER OF THE
 KV5512'HOUSE AND
 KV5512'5.9 METERS (19.4 FT) NORTH FROM THE NORTH ENTRANCE TO THE HOUSE.
 KV5512'
 KV5512'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK
 KV5512'STAMPED---STONY HILL 2 NO 1 1935---,
 KV5512'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV5512'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 KV5512'36.9 METERS (121.0 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE
 KV5512'HOUSE,
 KV5512'14.0 METERS (46.0 FT) NORTHEAST FROM A POWERLINE POLE NUMBER NOT
 KV5512'KNOWN AND
 KV5512'8.2 METERS (27.0 FT) SOUTH FROM THE CENTER OF STEWARD ROAD.
 KV5512'MARK IS 0.9 METERS BELOW THE STATION.
 KV5512'
 KV5512'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK
 KV5512'STAMPED---STONY HILL 2 NO 2 1935---,
 KV5512'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV5512'30 CM ON SIDE PROJECTING 8 CM ABOVE GROUND.  LOCATED
 KV5512'31.7 METERS (104.0 FT) NORTH FROM THE NORTHWEST CORNER OF THE
 KV5512'HOUSE,
 KV5512'14.5 METERS (47.5 FT) SOUTHEAST FROM A POWERLINE POLE NUMBERED
 KV5512'JC183NDH AND
 KV5512'6.9 METERS (22.8 FT) SOUTH FROM THE CENTER OF STEWARD ROAD.
 KV5512'MARK IS 0.9 METERS BELOW THE STATION.
 KV5512'
 KV5512'AZIMUTH MARK NO. 1 IS A STANDARD CGS DISK
 KV5512'STAMPED---STONY HILL 2 1935---,
 KV5512'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV5512'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 KV5512'73.8 CM (242 FEET) NORTH FROM THE CENTER OF STEWARD ROAD,
 KV5512'5.3 METERS (17.4 FT) WEST FROM THE CENTER OF A DIRT ROAD,
 KV5512'0.6 METERS (2 FT) NORTH FROM A WITNESS POST AND
 KV5512'0.5 METERS (1.5 FT) EAST FROM A POLE FENCE.
 KV5512'
 KV5512'TO REACH THE AZIMUTH FROM THE STATION,
 KV5512'GO WEST FOR 0.7 KM (0.45 MI) ON STEWARD ROAD TO THE MARK ON THE
 KV5512'RIGHT IN A WOODED FENCE LINE.
 KV5512'
 KV5512'STATION STONY HILL 1839 WAS UNCOVERED AND THE OLD 1839 CONE REMOVED
 KV5512'AND REPLACED WITH A STANDARD DISK SET IN CONCRETE. SEE DESCRIPTION
 KV5512'THEREOF.
 KV5512'
 KV5512'A POLARIS AZIMUTH WAS OBSERVED TO THE TRENTON TV CHANNEL 52 TOWER
 KV5512'WHICH SHOULD SERVE AS A SUFFICIENT AZIMUTH MARK. THERE IS NO
 KV5512'SUITABLE LOCATION AVAILABLE TO SET AN AZIMUTH MARK AT THIS TIME.
 KV5512'
 KV5512'DESCRIBED BY R.G. POUST.
 KV5512
 KV5512                          STATION RECOVERY (1995)
 KV5512
 KV5512'RECOVERY NOTE BY TWT CONS ENG 1995 (WPD)
 KV5512'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5511 ***********************************************************************
 KV5511  DESIGNATION -  STONY HILL RESET
 KV5511  PID         -  KV5511
 KV5511  STATE/COUNTY-  NJ/BURLINGTON
 KV5511  USGS QUAD   -  NEW EGYPT (1977)
 KV5511
 KV5511                         *CURRENT SURVEY CONTROL
 KV5511  ___________________________________________________________________
 KV5511* NAD 83(1996)-  40 07 12.51593(N)    074 34 51.47511(W)     ADJUSTED  
 KV5511* NAVD 88     -        71.3    (meters)     234.     (feet)  VERTCON   
 KV5511  ___________________________________________________________________
 KV5511  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 KV5511  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV5511
 KV5511  HORZ ORDER  -  FIRST
 KV5511
 KV5511.The horizontal coordinates were established by classical geodetic methods
 KV5511.and adjusted by the National Geodetic Survey in September 1999..
 KV5511
 KV5511.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5511
 KV5511.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5511
 KV5511.The geoid height was determined by GEOID03.
 KV5511
 KV5511;                    North         East     Units Scale Factor Converg.
 KV5511;SPC NJ       -   142,856.424   143,098.882   MT  0.99990059   -0 03 07.8
 KV5511;SPC NJ       -   468,688.12    469,483.58   sFT  0.99990059   -0 03 07.8
 KV5511;UTM  18      - 4,441,176.228   535,705.964   MT  0.99961569   +0 16 12.1
 KV5511
 KV5511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5511!SPC NJ       -   0.99999392  x   0.99990059  =   0.99989451
 KV5511!UTM  18      -   0.99999392  x   0.99961569  =   0.99960961
 KV5511
 KV5511:                Primary Azimuth Mark                     Grid Az
 KV5511:SPC NJ       -  MT HOLLY RESET                           233 41 21.2
 KV5511:UTM  18      -  MT HOLLY RESET                           233 22 01.3
 KV5511
 KV5511|---------------------------------------------------------------------|
 KV5511| PID    Reference Object                     Distance      Geod. Az  |
 KV5511|                                                           dddmmss.s |
 KV5511| KV5675 MT HOLLY RESET                      APPROX.22.0 KM 2333813.4 |
 KV5511|---------------------------------------------------------------------|
 KV5511
 KV5511                          SUPERSEDED SURVEY CONTROL
 KV5511
 KV5511  NAD 83(1986)-  40 07 12.51305(N)    074 34 51.47447(W) AD(       ) 1
 KV5511  NAD 27      -  40 07 12.11600(N)    074 34 52.91500(W) AD(       ) 1
 KV5511  NGVD 29 (07/19/86)   71.6    (m)          235.     (f) VERT ANG       
 KV5511
 KV5511.Superseded values are not recommended for survey control.
 KV5511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5511.See file dsdata.txt to determine how the superseded data were derived.
 KV5511
 KV5511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3570641176(NAD 83)
 KV5511_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV5511_STAMPING: STONY HILL 1839 1985
 KV5511_MARK LOGO: NGS   
 KV5511_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5511+STABILITY: SURFACE MOTION
 KV5511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5511+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1990
 KV5511
 KV5511  HISTORY     - Date     Condition        Report By
 KV5511  HISTORY     - 1839     MONUMENTED       COASUR
 KV5511  HISTORY     - 1872     GOOD             CGS
 KV5511  HISTORY     - 1928     SEE DESCRIPTION  CGS
 KV5511  HISTORY     - 1935     MARK NOT FOUND   NJGS
 KV5511  HISTORY     - 1936     SEE DESCRIPTION  NJGS
 KV5511  HISTORY     - 1985     SEE DESCRIPTION  NGS
 KV5511  HISTORY     - 19900518 GOOD             NJGS
 KV5511
 KV5511                          STATION DESCRIPTION
 KV5511
 KV5511'DESCRIBED BY COAST AND GEODETIC SURVEY 1872 (FWP)
 KV5511'THIS STATION IS A POINT IN THE DELAWARE RIVER SCHEME OF
 KV5511'TRIANGULATION.  IT IS LOCATED IN THE VERY NORTHEAST CORNER OF
 KV5511'BURLINGTON COUNTY, ABOUT ONE MILE FROM THE POST VILLAGE OF
 KV5511'ELLISDALE.  THE PRESENT SIGNAL IS A TRIPOD AND SCAFFOLD.
 KV5511
 KV5511                          STATION RECOVERY (1928)
 KV5511
 KV5511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (CAS)
 KV5511'TO REACH THE STATION FROM ELLISDALE GO SOUTH ON ROAD TO
 KV5511'ARNEYTOWN 0.8 MILE FROM CROSSROADS AT ELLISDALE STORE.  AT THIS
 KV5511'POINT THERE IS A VACANT UNPAINTED HOUSE ON THE EAST SIDE OF
 KV5511'THE ROAD AND JUST SOUTH OF IT A ROAD TURNS TO THE WEST.  TURN
 KV5511'WESTWARD ON THIS ROAD AND FOLLOW 0.2 MILE, THEN TURN SOUTH AND
 KV5511'FOLLOW FENCE UPHILL ABOUT 30 METERS TO STATION.  THE STATION
 KV5511'IS A LITTLE NORTH AND A LITTLE WEST OF THE HIGHEST POINT OF THE
 KV5511'WEST END OF THE HILL.  THIS END OF THE HILL IS BARE BUT THERE
 KV5511'ARE HIGH LOCUST TREES ON TOP, ABOUT 100 YARDS TO THE
 KV5511'EASTWARD.  THE MARK IS AN 8-INCH TILE ABOUT 10 INCHES LONG
 KV5511'BURIED 15 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 KV5511'82.5 FEET SOUTH OF A BLAZED POST IN THE POLE FENCE ON THE
 KV5511'SOUTH SIDE OF THE ROAD AND 7.5 FEET WEST OF A BLAZED POST IN THE
 KV5511'2-WIRE NORTH-SOUTH FENCE OVER THE HELL.  IT IS ALSO 22.7
 KV5511'FEET SOUTH AND WEST FROM ANOTHER BLAZED POST IN THE 2-WIRE
 KV5511'FENCE AND 20.5 FEET NORTH AND WEST FROM STILL ANOTHER BLAZED
 KV5511'POST IN THIS FENCE.  IT IS ABOUT 21 FEET
 KV5511'NORTHEAST BY EAST OF A ROCK CAIRN ERECTED ON THE SPOT WHERE
 KV5511'A LARGE APPLE TREE FORMERLY STOOD.  A PORTION OF THE TREE
 KV5511'STILL REMAINS NEAR THE CAIRN.  THE MARK WAS NOT FOUND IN THE
 KV5511'CENTER OF A 12-FOOT CIRCLE OF SHELLS AS DESCRIBED BUT WAS
 KV5511'FOUND ON WHAT CLOSELY APPROXIMATED THE CIRCUMFERENCE OF A
 KV5511'6-FOOT CIRCLE.  IT WAS ALSO FOUND TO BE 82 FEET SOUTH OF THE
 KV5511'ROAD FENCE INSTEAD OF 72 FEET AS SHOWN IN THE SKETCH.  THE
 KV5511'LAND STILL BELONGS TO JOSEPH FORMAN, SON OF THE OWNER OF
 KV5511'1871, WHO LIVES IN ELLISDALE.  HE STATES THAT THE MARK
 KV5511'WAS RECOVERED BY SOME UNKNOWN PARTY ABOUT 30 YEARS AGO.  AT
 KV5511'THAT TIME THE STATION WAS MARKED WITH TWO FLOWER POTS ONE
 KV5511'INSIDE THE OTHER.  THE SHELLS AROUND THE MARK HAVE BEEN SO
 KV5511'DISTURBED AS TO BE OF LITTLE AID IN RECOVERY.  RECOVERY WILL
 KV5511'BE HARD WHEN BLAZED POSTS ARE REMOVED.
 KV5511
 KV5511                          STATION RECOVERY (1935)
 KV5511
 KV5511'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1935
 KV5511'FROM LETTER OF J.W. STIRNI, 10/12/35--
 KV5511'
 KV5511'A DILIGENT AND THOROUGH SEARCH WAS MADE FOR THIS STATION BUT
 KV5511'IT COULD NOT BE FOUND.  MR. FORMAN, THE PRESENT OWNER OF THE
 KV5511'FARM ON WHICH THE STATION WAS LOCATED, STATED THAT HE AND HIS
 KV5511'FATHER DUG UP THE SUB-SURFACE MARK FORTY YEARS AGO AND REPLACED
 KV5511'IT IN THE SAME POSITION WHICH WAS AT A DEPTH OF 2-1/2 FEET.
 KV5511'
 KV5511'HOLES WERE DUG TO A DEPTH OF 4 FEET IN AND NEAR THE VICINITY
 KV5511'OF THE STATION AS COMPUTED BY THE COMPUTING DIVISION (4 FEET
 KV5511'NORTH OF THE U.S. ENGINEERS MARK WHICH IS NOW STAMPED STONY
 KV5511'HILL 2 1935).  NO TRACE OF THE MARK COULD BE FOUND ALTHOUGH A
 KV5511'FEW OYSTER SHELLS WERE FOUND WHICH WERE USED AS REFERENCE TO
 KV5511'THE STATION.
 KV5511'
 KV5511'AT PROFESSOR KISSAMS OFFICE I CONFERRED WITH MR. PENDLEBURY,
 KV5511'SUPERVISING ENGINEER, AND HE TOLD ME THAT A YEAR AND A HALF
 KV5511'PREVIOUS A PIECE OF THE FLOWER POT DESCRIBED IN THE ORIGINAL
 KV5511'DESCRIPTION AS MARKING THE SUB-SURFACE STATION HAD BEEN FOUND
 KV5511'ON THE SURFACE OF THE GROUND NEAR THE MARK OF THE PRESENT
 KV5511'U.S. ENGINEERS STATION STONY HILL 2.
 KV5511
 KV5511                          STATION RECOVERY (1936)
 KV5511
 KV5511'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 KV5511'LOCATED 4.7 MILES AIRLINE NORTHWEST OF NEW EGYPT.  THE THREE
 KV5511'REFERENCE MARKS SET BY R.D. CUTTS IN 1871, DESCRIBED AS HOLES
 KV5511'12 INCHES SQUARE AND 3 FEET DEEP FILLED WITH CLAM AND OYSTER
 KV5511'SHELLS, WERE RECOVERED IN GOOD CONDITION.  THEY WERE FOUND
 KV5511'ABOUT 6 INCHES BELOW THE GROUND SURFACE, AND DIRECTLY ON THE
 KV5511'LINE OF AN OLD SNAKE FENCE ALONG THE ROAD TO RECKLESSTOWN,
 KV5511'(NOW CALLED CHESTERFIELD).  THE SHELLS WERE CLOSELY PACKED AND
 KV5511'THE OUTLINE DEFINITE.
 KV5511'
 KV5511'USING THE 1871 DISTANCES AND DIRECTIONS FROM THE CENTERS OF
 KV5511'THESE REFERENCE MARKS, A POINT WAS DETERMINED WHICH AGREED WITH
 KV5511'ALL THREE TIES.  EXCAVATION AT THIS SPOT REVEALED ONE OF THE
 KV5511'ORIGINAL CONES AS SET BY F.R. HASSLER.  IT WAS 15 INCHES BELOW
 KV5511'THE SURFACE, IN GOOD CONDITION AND OBVIOUSLY UNDISTURBED.  IT
 KV5511'WAS OF THE TYPE REFERRED TO IN THE ORIGINAL DESCRIPTION AS A
 KV5511'LARGE CONE, OF THINLY GLAZED GRAY STONEWARE, MEASURING 7-1/2
 KV5511'INCHES OUTSIDE DIAMETER AT THE TOP OR SMALL END WITH WALLS 1/2
 KV5511'INCH OR MORE IN THICKNESS, AND WITH A PRONOUNCED BEVEL.  NO
 KV5511'ATTEMPT WAS MADE TO UNCOVER THE LOWER PORTION AT THE RISK OF
 KV5511'IMPAIRING THE FIRMNESS OF THE SETTING.  AFTER NEW
 KV5511'MEASUREMENTS HAD BEEN COMPLETED, THE MARK WAS AGAIN COVERED
 KV5511'TO THE ORIGINAL DEPTH.  NO SURFACE MARK WAS ESTABLISHED.
 KV5511'
 KV5511'THERE WAS NO TRACE OF A SECOND CONE AT THIS LOCATION, BUT
 KV5511'INVESTIGATION DISCLOSED THAT A FRAGMENT OF A SMALL TYPE CONE
 KV5511'WAS PICKED UP NEARBY IN 1934 AND IS STILL IN EXISTENCE.  THE
 KV5511'PRESUMPTION IS THAT SOME TIME IN THE PAST PLOWING OF THE
 KV5511'CULTIVATED FIELD IN WHICH STATION IS SITUATED DISLODGED THE
 KV5511'ORIGINAL SMALL CONE, WHICH WOULD HAVE BEEN MOST CONVENIENTLY
 KV5511'SET ABOVE THE LARGE ONE, WITHOUT DISTURBING THE LATTER.
 KV5511'
 KV5511'STATION STONY HILL 2 IS A U.S. ENGINEERS BRONZE DISK SET IN
 KV5511'CONCRETE, WITH A SIMILAR SUB-SURFACE MARKER, PLACED BY THE
 KV5511'U.S. ENGINEERS IN 1929 AS A RE-LOCATION OF THE STATION.  IT IS
 KV5511'STAMPED STONY HILL-2 1935.
 KV5511'
 KV5511'REFERENCE MARKS 1 AND 2 ARE STANDARD REFERENCE DISKS SET IN
 KV5511'CONCRETE.
 KV5511'
 KV5511'TO REACH THE STATION, PROCEED FROM THE ELLISDALE GENERAL STORE
 KV5511'AT THE CROSS ROAD IN ELLISDALE, 0.8 MILE SOUTH ON THE ROAD TO
 KV5511'ARNEY TOWN, TO A T-ROAD RIGHT LEADING TO CHESTERFIELD, THENCE
 KV5511'0.15 MILE WEST ALONG THIS ROAD, THENCE SOUTH UP THE HILL ABOUT
 KV5511'29 METERS FROM ROAD CENTERLINE TO THE STATION.  THE WIRE FENCE
 KV5511'RUNNING SOUTH PAST THE STATION HAS BEEN REMOVED.
 KV5511
 KV5511                          STATION RECOVERY (1985)
 KV5511
 KV5511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 KV5511'THE STATION WAS RECOVERED AT THIS DATE.
 KV5511'THE OLD 1839 CONE WHICH MARKED THE STATION WAS FOUND IN GOOD
 KV5511'CONDITION.  IT WAS REMOVED AND REPLACED WITH A MODERN DISK SET IN A
 KV5511'CONCRETE POST.  A LONGER DISTANCE OF 0.28 FT. WAS FOUND TO
 KV5511'REFERENCE MARK ONE.  A LONGER DISTANCE OF 0.16 FT. WAS FOUND TO
 KV5511'REFERENCE MARK TWO.  A DIFFERENCE OF 10 MINUTES AND 17 SECONDS IN
 KV5511'DIRECTION WAS FOUND BETWEEN THE TWO REFERENCE MARKS.  THE INVERSED
 KV5511'DISTANCE BETWEEN STONY HILL 2 USE AND THIS STATION AGREED WITH THE
 KV5511'PRESENT TRAVERSE DISTANCE.  THE LONG DISTANCES AND THE SLOPE TO THE
 KV5511'THE TWO REFERENCE MARKS CONTRIBUTED TO THE DISCREPANCY BETWEEN THE
 KV5511'PRESENT DISTANCES AND THE MOST RECENT PUBLISHED INFORMATION
 KV5511'AVAILABLE.  ALL OF THE STATED DISTANCES AND DIRECTIONS WERE DOUBLE
 KV5511'CHECKED TO ASSURE PRESENT ACCURACY.
 KV5511'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 KV5511'
 KV5511'THE STATION IS LOCATED ABOUT 19 KM (12 MI) SOUTHEAST OF TRENTON
 KV5511'8 KM (5 MI) NORTH OF WRIGHTSTOWN AND
 KV5511'4.5 KM (2.6 MI) EAST OF CHESTERFIELD.
 KV5511'OWNERSHIP--MR. AND MRS. EUGENE A. STEWARD, RT. 1, ALLENTOWN, N.J.
 KV5511'ZIP CODE 08501.
 KV5511'
 KV5511'TO REACH THE STATION FROM THE MAIN CROSSROADS IN THE CENTER OF THE
 KV5511'SMALL VILLAGE OF CHESTERFIELD GO EASTERLY ON COUNTY ROUTE 528 FOR
 KV5511'2.0 KM.(1.25 MI.) TO A FORK.  KEEP STRAIGHT AHEAD AND GO EASTERLY
 KV5511'ON COUNTY ROUTE 664 FOR 1.45 KM.(0.9 MI.) TO A FORK.  KEEP STRAIGHT
 KV5511'AHEAD AND GO EAST ON STEWARD ROAD FOR 2.35 KM.(1.45 MI.) TO THE
 KV5511'STATION ON THE RIGHT IN THE FRONT YARD OF MR. STEWARDS HOUSE.
 KV5511'
 KV5511'THE STATION IS A STANDARD NGS DISK
 KV5511'STAMPED---STONY HILL 1839 1985---,
 KV5511'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5511'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5511'28.9 METERS (95.0 FT) SOUTH FROM THE CENTER OF STEWARD ROAD,
 KV5511'12.8 METERS (41.9 FT) NORTHEAST FROM THE NORTHWEST CORNER OF THE
 KV5511'HOUSE,
 KV5511'8.1 METERS (26.5 FT) EAST FROM THE EAST EDGE OF A LARGE FLAT ROCK
 KV5511'OUTCROP,
 KV5511'6.8 METERS (22.2 FT) NORTH FROM THE CENTER OF THE NORTH ENTRANCE TO
 KV5511'THE HOUSE AND
 KV5511'6.1 METERS (20.0 FT) NORTHWEST FROM THE NORTHEAST CORNER OF THE
 KV5511'HOUSE.
 KV5511'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 KV5511'STAMPED---STONY HILL 1839 1985---,
 KV5511'IMBEDDED IN THE GROUND 1.4 METERS BELOW THE SURFACE.
 KV5511'
 KV5511'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK
 KV5511'STAMPED---STONY HILL 2 NO 1 1935---,
 KV5511'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV5511'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 KV5511'36.9 METERS (121.0 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE
 KV5511'HOUSE,
 KV5511'14.0 METERS (46.0 FT) NORTHEAST FROM A POWERLINE POLE WITH NO
 KV5511'NUMBER AND
 KV5511'8.2 METERS (27.0 FT) SOUTH FROM THE CENTER OF STEWARD ROAD.
 KV5511'MARK IS 0.9 METERS BELOW THE STATION.
 KV5511'
 KV5511'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK
 KV5511'STAMPED---STONY HILL 2 NO 2 1935---,
 KV5511'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV5511'30 CM ON SIDE PROJECTING 8 CM ABOVE GROUND.  LOCATED
 KV5511'31.7 METERS (104.0 FT) NORTH FROM THE NORTHWEST CORNER OF THE HOUSE,
 KV5511'14.5 METERS (47.5 FT) SOUTHEAST FROM A POWERLINE NO. JC 183NDH AND
 KV5511'6.9 METERS (22.8 FT) SOUTH FROM THE CENTER OF STEWARD ROAD.
 KV5511'MARK IS 0.9 METERS BELOW THE STATION.
 KV5511'
 KV5511'AZIMUTH MARK NO. 1 IS TV ANTENNAE TOWER
 KV5511'19 KM (12 MI) NORTH FROM THE STATION.
 KV5511'
 KV5511'TO REACH THE AZIMUTH FROM THE STATION,
 KV5511'GO WEST FOR 0.7 KM (0.45 MI) ON SEWARD RD. TO THE MARK ON THE RIGHT
 KV5511'IN A WOODED FENCE LINE
 KV5511'
 KV5511'THE STONY HILL 2 USE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AT
 KV5511'THIS TIME.  A POLARIS AZIMUTH WAS OBSERVED TO THE TRENTON TV
 KV5511'CHANNEL 52 TOWER WHICH SHOULD SERVE AS A SUFFICIENT AZIMUTH MARK.
 KV5511'THERE IS NO SATISFACTORY LOCATION AVAILABLE TO SET A AZIMUTH MARK
 KV5511'AT THIS TIME.
 KV5511'
 KV5511'DESCRIBED BY R.G. POUST.
 KV5511'
 KV5511'OFFICE NOTE.  STATION STONY HILL RESET WAS NOT POSITIONED AT THIS TIME
 KV5511
 KV5511                          STATION RECOVERY (1990)
 KV5511
 KV5511'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV5511'THE STATION IS LOCATED IN CHESTERFIELD TOWNSHIP IN BURLINGTON COUNTY
 KV5511'ON PROPERTY OWNED BY MR.  EUGENE A.STEWARD, RD.  1 ALLENTOWN, N.J.
 KV5511'08501 PNONE NUMBER 609 259 2005.  TO REACH THE STATION FROM THE MAIN
 KV5511'CROSSROADS IN THE CENTER OF THE VILLAGE OF CHESTERFIELD, GO EAST ON
 KV5511'COUNTY ROAD 528 FOR 1.24 MI (2.00 KM) TO A TEE JUNCTION.  CONTINUE
 KV5511'STRAIGHT AHEAD AND GO EAST ON COUNTY ROAD 664 FOR 0.90 MI (1.45 KM) TO
 KV5511'THE JUNCTION WITH STEWARD ROAD ON THE LEFT.  CONTINUE STRAIGHT AHEAD
 KV5511'AND GO EAST ON STEWARD ROAD FOR 1.45 MI (2.33 KM) TO THE STATION ON
 KV5511'THE RIGHT IN THE FRONT YARD OF HOUSE NUMBER 209, THE STEWARD
 KV5511'RESIDENCE.  THE STATION IS A STANDARD NGS DISK STAMPED, STONY HILL
 KV5511'1839 1985, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 0.3 M (1.0
 KV5511'FT) IN DIAMETER AND SET FLUSH WITH THE GROUND, 28.9 M (94.8 FT) SOUTH
 KV5511'OF THE CENTER OF STEWARD ROAD, 12.8 M (42.0 FT) NORTHEAST OF THE
 KV5511'NORTHWEST CORNER OF THE HOUSE, 8.1 M (26.6 FT) EAST OF THE EAST EDGE
 KV5511'OF A LARGE FLAT ROCK OUTCROP, 6.8 M (22.3 FT) NORTH OF THE CENTER OF
 KV5511'THE NORTH ENTRANCE TO THE HOUSE, AND 6.1 M (20.0 FT) NORTHWEST OF THE
 KV5511'NORTHEAST CORNER OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3425 ***********************************************************************
 JU3425  DESIGNATION -  STONY USE 1933
 JU3425  PID         -  JU3425
 JU3425  STATE/COUNTY-  NJ/SALEM
 JU3425  USGS QUAD   -  TAYLORS BRIDGE (1993)
 JU3425
 JU3425                         *CURRENT SURVEY CONTROL
 JU3425  ___________________________________________________________________
 JU3425* NAD 83(1996)-  39 27 40.26216(N)    075 32 07.14433(W)     ADJUSTED  
 JU3425* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3425  ___________________________________________________________________
 JU3425  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 JU3425  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JU3425
 JU3425  HORZ ORDER  -  SECOND
 JU3425
 JU3425.The horizontal coordinates were established by classical geodetic methods
 JU3425.and adjusted by the National Geodetic Survey in September 1999..
 JU3425
 JU3425.The orthometric height was scaled from a topographic map.
 JU3425
 JU3425.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3425
 JU3425.The geoid height was determined by GEOID03.
 JU3425
 JU3425;                    North         East     Units Scale Factor Converg.
 JU3425;SPC NJ       -    70,207.548    60,907.225   MT  0.99999770   -0 39 29.0
 JU3425;SPC NJ       -   230,339.26    199,826.45   sFT  0.99999770   -0 39 29.0
 JU3425;SPC DE       -   162,212.462   189,788.780   MT  0.99999628   -0 04 31.5
 JU3425;SPC DE       -   532,192.05    622,665.36   sFT  0.99999628   -0 04 31.5
 JU3425;UTM  18      - 4,368,093.422   453,948.177   MT  0.99962611   -0 20 24.8
 JU3425
 JU3425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3425!SPC NJ       -   1.00000516  x   0.99999770  =   1.00000286
 JU3425!SPC DE       -   1.00000516  x   0.99999628  =   1.00000144
 JU3425!UTM  18      -   1.00000516  x   0.99962611  =   0.99963127
 JU3425
 JU3425                          SUPERSEDED SURVEY CONTROL
 JU3425
 JU3425  NAD 83(1991)-  39 27 40.26214(N)    075 32 07.14432(W) AD(       ) 2
 JU3425  NAD 83(1986)-  39 27 40.25402(N)    075 32 07.15389(W) AD(       ) 2
 JU3425  NAD 27      -  39 27 39.85000(N)    075 32 08.43400(W) AD(       ) 2
 JU3425
 JU3425.Superseded values are not recommended for survey control.
 JU3425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3425.See file dsdata.txt to determine how the superseded data were derived.
 JU3425
 JU3425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5394868093(NAD 83)
 JU3425_MARKER: Z = SEE DESCRIPTION
 JU3425_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JU3425_SP_SET: OBJECT DRIVEN INTO GROUND
 JU3425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3425
 JU3425  HISTORY     - Date     Condition        Report By
 JU3425  HISTORY     - 1933     MONUMENTED       CGS
 JU3425  HISTORY     - 1946     GOOD             CGS
 JU3425
 JU3425                          STATION DESCRIPTION
 JU3425
 JU3425'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3425'THE U.S. ARMY ENGINEERS SEXTANT STATION (STONY SEXT) IS NE OF THE
 JU3425'STATION STONY , 108 FEET S OF A WELL.  THERE IS A 50-FOOT WOODEN
 JU3425'TRIPOD AND SIGNAL OVER THE MARK.  THE MARK IS SECTION OF 1 1/2-INCH
 JU3425'IRON PIPE DRIVEN IN THE GROUND.
 JU3425
 JU3425                          STATION RECOVERY (1946)
 JU3425
 JU3425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3425'THE TRIPOD OVER STONY (U.S.E.) HAS BEEN REPLACED BY A TARGET
 JU3425'SUPPORTED BY A SINGLE LEG (4 BY 4 INCH) APPROXIMATELY 30 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2702 ***********************************************************************
 JU2702  DESIGNATION -  STORY
 JU2702  PID         -  JU2702
 JU2702  STATE/COUNTY-  NJ/OCEAN
 JU2702  USGS QUAD   -  TUCKERTON (1995)
 JU2702
 JU2702                         *CURRENT SURVEY CONTROL
 JU2702  ___________________________________________________________________
 JU2702* NAD 83(1996)-  39 33 36.95034(N)    074 18 34.11293(W)     ADJUSTED  
 JU2702* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2702  ___________________________________________________________________
 JU2702  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 JU2702  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JU2702
 JU2702  HORZ ORDER  -  THIRD
 JU2702
 JU2702.The horizontal coordinates were established by classical geodetic methods
 JU2702.and adjusted by the National Geodetic Survey in September 1999..
 JU2702
 JU2702.The orthometric height was scaled from a topographic map.
 JU2702
 JU2702.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2702
 JU2702.The geoid height was determined by GEOID03.
 JU2702
 JU2702;                    North         East     Units Scale Factor Converg.
 JU2702;SPC NJ       -    80,712.556   166,371.844   MT  0.99990330   +0 07 16.8
 JU2702;SPC NJ       -   264,804.44    545,838.29   sFT  0.99990330   +0 07 16.8
 JU2702;UTM  18      - 4,379,180.344   559,319.559   MT  0.99964332   +0 26 23.3
 JU2702
 JU2702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2702!SPC NJ       -   1.00000519  x   0.99990330  =   0.99990849
 JU2702!UTM  18      -   1.00000519  x   0.99964332  =   0.99964851
 JU2702
 JU2702|---------------------------------------------------------------------|
 JU2702| PID    Reference Object                     Distance      Geod. Az  |
 JU2702|                                                           dddmmss.s |
 JU2702| CB3096 STORY RM 1                           31.159 METERS 16313     |
 JU2702| CB3097 STORY RM 2                           20.896 METERS 26825     |
 JU2702| JU2712 JESSIE                              APPROX. 2.5 KM 3161043.3 |
 JU2702|---------------------------------------------------------------------|
 JU2702
 JU2702                          SUPERSEDED SURVEY CONTROL
 JU2702
 JU2702  NAD 83(1986)-  39 33 36.94239(N)    074 18 34.10408(W) AD(       ) 3
 JU2702  NAD 27      -  39 33 36.51700(N)    074 18 35.58500(W) AD(       ) 3
 JU2702
 JU2702.Superseded values are not recommended for survey control.
 JU2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2702.See file dsdata.txt to determine how the superseded data were derived.
 JU2702
 JU2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5932079180(NAD 83)
 JU2702_MARKER: DS = TRIANGULATION STATION DISK
 JU2702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2702
 JU2702  HISTORY     - Date     Condition        Report By
 JU2702  HISTORY     - 1935     MONUMENTED       CGS
 JU2702  HISTORY     - 1950     GOOD             CGS
 JU2702  HISTORY     - 1962     POOR             CGS
 JU2702
 JU2702                          STATION DESCRIPTION
 JU2702
 JU2702'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2702'STATION IS LOCATED ON N END OF MARSH ISLAND WHICH LIES DIRECTLY
 JU2702'TO THE N OF STORY ISLAND IS THE MOST WESTERLY ISLAND IN LITTLE
 JU2702'EGG HARBOR.  STATION IS 43 METERS FROM HIGH WATER LINE OF THE
 JU2702'FIRST INDENTATION FROM THE N POINT OF THE ISLAND.  DISKS WERE
 JU2702'STAMPED STORY 1935 AND REFERENCE MARKS STAMPED NO.1 AND NO.2
 JU2702'RESPECTIVELY.
 JU2702'
 JU2702'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2702'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 JU2702'
 JU2702'REFERENCE MARK NO.1 IS ON RANGE WITH LARGE BRICK STACK ON STORY
 JU2702'ISLAND.  REFERENCE MARK NO.2 IS ON RANGE WITH TUCKERTON RADIO TOWER.
 JU2702'
 JU2702'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 JU2702
 JU2702                          STATION RECOVERY (1950)
 JU2702
 JU2702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2702'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 JU2702'DISTANCES TO THE REFERENCE MARKS WERE CHECKED AS BEING CORRECT,
 JU2702'WITH A STEEL TAPE.  THE ORIGINAL DESCRIPTION IS INADEQUATE.
 JU2702'STATION LOCATED APPROXIMATELY 1200 FEET SSW OF THE MOST N TIP OF
 JU2702'STORY ISLAND, NEAR ITS W EDGE.  THE MARSH LINE FROM THE
 JU2702'STATION ON RANGE WITH TRIANGULATION STATIONS AERO BEACON
 JU2702'(RCA) 1931 AND FISH FACTORY TANK 1950 IS 126 AND 231 FEET,
 JU2702'RESPECTIVELY.
 JU2702
 JU2702                          STATION RECOVERY (1962)
 JU2702
 JU2702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2702'RECOVERED IN POOR CONDITION.  THE CONCRETE IS FALLING APART, AND
 JU2702'THE DISK IS LOOSE.  RM 2 MONUMENT HAD BEEN SHATTERED BY A HEAVY
 JU2702'OBJECT, AND THE DISK WAS PICKED UP SEVERAL FEET AWAY.  RM 1
 JU2702'COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4976 ***********************************************************************
 KV4976  DESIGNATION -  STOUT
 KV4976  PID         -  KV4976
 KV4976  STATE/COUNTY-  NJ/MONMOUTH
 KV4976  USGS QUAD   -  SANDY HOOK (1981)
 KV4976
 KV4976                         *CURRENT SURVEY CONTROL
 KV4976  ___________________________________________________________________
 KV4976* NAD 83(1996)-  40 23 18.60517(N)    074 00 28.69220(W)     ADJUSTED  
 KV4976* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4976  ___________________________________________________________________
 KV4976  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 KV4976  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KV4976
 KV4976  HORZ ORDER  -  THIRD
 KV4976
 KV4976.The horizontal coordinates were established by classical geodetic methods
 KV4976.and adjusted by the National Geodetic Survey in September 1999..
 KV4976
 KV4976.The orthometric height was scaled from a topographic map.
 KV4976
 KV4976.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4976
 KV4976.The geoid height was determined by GEOID03.
 KV4976
 KV4976;                    North         East     Units Scale Factor Converg.
 KV4976;SPC NJ       -   172,764.884   191,773.157   MT  0.99992147   +0 19 07.8
 KV4976;SPC NJ       -   566,812.79    629,175.77   sFT  0.99992147   +0 19 07.8
 KV4976;UTM  18      - 4,471,350.865   584,198.214   MT  0.99968727   +0 38 34.2
 KV4976
 KV4976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4976!SPC NJ       -   1.00000468  x   0.99992147  =   0.99992615
 KV4976!UTM  18      -   1.00000468  x   0.99968727  =   0.99969195
 KV4976
 KV4976|---------------------------------------------------------------------|
 KV4976| PID    Reference Object                     Distance      Geod. Az  |
 KV4976|                                                           dddmmss.s |
 KV4976| CB6428 STOUT RM 1                           10.951 METERS 03919     |
 KV4976| KU2806 HART                                APPROX. 1.2 KM 1145236.8 |
 KV4976| CB6429 STOUT RM 2                           14.192 METERS 31315     |
 KV4976|---------------------------------------------------------------------|
 KV4976
 KV4976                          SUPERSEDED SURVEY CONTROL
 KV4976
 KV4976  NAD 83(1986)-  40 23 18.60541(N)    074 00 28.69118(W) AD(       ) 3
 KV4976  NAD 27      -  40 23 18.21300(N)    074 00 30.19800(W) AD(       ) 3
 KV4976
 KV4976.Superseded values are not recommended for survey control.
 KV4976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4976.See file dsdata.txt to determine how the superseded data were derived.
 KV4976
 KV4976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8419871351(NAD 83)
 KV4976_MARKER: DS = TRIANGULATION STATION DISK
 KV4976_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4976_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4976
 KV4976  HISTORY     - Date     Condition        Report By
 KV4976  HISTORY     - 1934     MONUMENTED       CGS
 KV4976  HISTORY     - 19970825 MARK NOT FOUND   USPSQD
 KV4976
 KV4976                          STATION DESCRIPTION
 KV4976
 KV4976'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV4976'LOCATED ON THE N BANK OF THE NAVESINK (NORTH BRANCH) RIVER ON
 KV4976'THE FIRST MARSHY AND PROMINENT POINT E OF THE MOUTH OF CLAYPIT
 KV4976'CREEK ON THE PROPERTY OF MR. R.V. STOUT AND 200 METERS E OF
 KV4976'HIS RESIDENCE.  IT IS THE CENTER OF THE POINT AT THE HIGH WATER
 KV4976'LINE 12.5 METERS BACK FROM THE EDGE OF MARSH.
 KV4976'
 KV4976'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 KV4976'REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KV4976'SET IN CONCRETE.
 KV4976'
 KV4976'REFERENCE MARK NO.2 IS TO THE NW IN THE MARSH.
 KV4976'
 KV4976'REFERENCE MARK NO.1 IS TO THE NE IN THE MARSH ACROSS A
 KV4976'SMALL DRAIN.  BOTH REFERENCE MARKS AND CENTER MARK ARE CAST
 KV4976'AROUND 2 BY 4 CYPRESS PILING.
 KV4976'
 KV4976'REACHED BY BOAT DIRECT TO STATION OR BY TRUCK FROM RED BANK
 KV4976'VIA RIVERSIDE DRIVE, LOCUST AVENUE AND HARTSHORNE ROAD TO
 KV4976'RESIDENCE AND PROPERTY OF MR. R.V. STOUT, THENCE ON FOOT TO
 KV4976'STATION.
 KV4976'
 KV4976'ALL STATIONS ARE VISIBLE FROM THE GROUND.
 KV4976
 KV4976                          STATION RECOVERY (1997)
 KV4976
 KV4976'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV4976'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2653 ***********************************************************************
 JU2653  DESIGNATION -  STOUTS
 JU2653  PID         -  JU2653
 JU2653  STATE/COUNTY-  NJ/OCEAN
 JU2653  USGS QUAD   -  FORKED RIVER (1989)
 JU2653
 JU2653                         *CURRENT SURVEY CONTROL
 JU2653  ___________________________________________________________________
 JU2653* NAD 83(1996)-  39 51 18.61364(N)    074 07 57.99448(W)     ADJUSTED  
 JU2653* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2653  ___________________________________________________________________
 JU2653  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 JU2653  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JU2653
 JU2653  HORZ ORDER  -  THIRD
 JU2653
 JU2653.The horizontal coordinates were established by classical geodetic methods
 JU2653.and adjusted by the National Geodetic Survey in September 1999..
 JU2653
 JU2653.The orthometric height was scaled from a topographic map.
 JU2653
 JU2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2653
 JU2653.The geoid height was determined by GEOID03.
 JU2653
 JU2653;                    North         East     Units Scale Factor Converg.
 JU2653;SPC NJ       -   113,499.653   181,421.699   MT  0.99991215   +0 14 07.2
 JU2653;SPC NJ       -   372,373.44    595,214.36   sFT  0.99991215   +0 14 07.2
 JU2653;UTM  18      - 4,412,042.552   574,182.627   MT  0.99966775   +0 33 20.8
 JU2653
 JU2653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2653!SPC NJ       -   1.00000510  x   0.99991215  =   0.99991725
 JU2653!UTM  18      -   1.00000510  x   0.99966775  =   0.99967285
 JU2653
 JU2653|---------------------------------------------------------------------|
 JU2653| PID    Reference Object                     Distance      Geod. Az  |
 JU2653|                                                           dddmmss.s |
 JU2653| CB3098 STOUTS RM 1                          23.340 METERS 00330     |
 JU2653| CB3099 STOUTS RM 2                          16.380 METERS 10259     |
 JU2653| JU2649 FORK                                APPROX. 2.6 KM 2130015.4 |
 JU2653|---------------------------------------------------------------------|
 JU2653
 JU2653                          SUPERSEDED SURVEY CONTROL
 JU2653
 JU2653  NAD 83(1986)-  39 51 18.60725(N)    074 07 57.98937(W) AD(       ) 3
 JU2653  NAD 27      -  39 51 18.17300(N)    074 07 59.49500(W) AD(       ) 3
 JU2653
 JU2653.Superseded values are not recommended for survey control.
 JU2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2653.See file dsdata.txt to determine how the superseded data were derived.
 JU2653
 JU2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7418312043(NAD 83)
 JU2653_MARKER: DS = TRIANGULATION STATION DISK
 JU2653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2653
 JU2653  HISTORY     - Date     Condition        Report By
 JU2653  HISTORY     - 1935     MONUMENTED       CGS
 JU2653  HISTORY     - 1951     GOOD             CGS
 JU2653  HISTORY     - 1962     MARK NOT FOUND   CGS
 JU2653  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JU2653
 JU2653                          STATION DESCRIPTION
 JU2653
 JU2653'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2653'STATION IS LOCATED ON THE W BANK OF BARNEGAT BAY, MIDWAY BETWEEN
 JU2653'STOUT CREEK AND CEDAR CREEK, 10 METERS N OF THE N BANK OF A SMALL
 JU2653'COVE.  IT IS IN MARSH LAND AND CAN BE REACHED BY BOAT ONLY.
 JU2653'
 JU2653'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2653'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 JU2653'
 JU2653'THE SUB-SURFACE MARK IS A NAIL IN THE CENTER OF A 4- BY 4-INCH
 JU2653'PINE STAKE 4 FEET BELOW THE SURFACE OF THE GROUND.  THE SURFACE
 JU2653'MARK IS A STANDARD DISK STAMPED, STOUTS 1935 IN A CEMENT MONUMENT
 JU2653'12- BY 12-INCH BY 3 1/2-FOOT PROJECTING ABOUT 6 INCHES ABOVE THE
 JU2653'MARSH.
 JU2653'
 JU2653'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED, STOUTS 1935 NO.1
 JU2653'IN A CEMENT MONUMENT 10- BY 10-INCH BY 3-FOOT SET TO THE E OF THE
 JU2653'STATION AND 10 METERS FROM THE HIGH-WATER LINE.  REFERENCE MARK
 JU2653'NO.2 IS A SIMILAR MARK IN THE MARSH TO THE N OF THE STATION.
 JU2653'
 JU2653'ANGLE AT R.M. NO.1 FROM R.M. NO.2 TO STOUTS IS 31 DEG 49 MIN
 JU2653'30.0 SEC.
 JU2653'
 JU2653'ANGLE AT R.M. NO.2 FROM STOUTS TO R.M. NO.1 IS 48 DEG 41 MIN 40.0
 JU2653'SEC.
 JU2653'
 JU2653'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 JU2653
 JU2653                          STATION RECOVERY (1951)
 JU2653
 JU2653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2653'STATION MARK AND R.M. 1 RECOVERED IN GOOD CONDITION.  R.M. 2 WAS
 JU2653'NOT FOUND.  THE DIRECTION AND DISTANCE FROM THE STATION NOW PLACE IT
 JU2653'IN THE WATER, APPROXIMATELY 12.0 FEET FROM THE SHORELINE.  THE
 JU2653'DISTANCE TO R.M. 1 WAS MEASURED WITH A STEEL TAPE AND FOUND TO
 JU2653'BE CORRECT.
 JU2653'
 JU2653'THE PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT WITH THE
 JU2653'FOLLOWING EXCEPTIONS--
 JU2653'
 JU2653'STATION MARK IS 2.0 METERS N OF THE SHORELINE.  R.M. 1 IS N OF THE
 JU2653'STATION, INSTEAD OF E AS SHOWN IN PUBLISHED DESCRIPTION.
 JU2653
 JU2653                          STATION RECOVERY (1962)
 JU2653
 JU2653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2653'NOT RECOVERED.  A 2-HOUR SEARCH FAILED TO REVEAL THE MARKS.  RECENT
 JU2653'LAND DEVELOPMENT MAKES IT POSSIBLE TO DRIVE TO NEAR THE STATION
 JU2653'SITE.
 JU2653
 JU2653                          STATION RECOVERY (1988)
 JU2653
 JU2653'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU2653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4374 ***********************************************************************
 JU4374  DESIGNATION -  STRAND
 JU4374  PID         -  JU4374
 JU4374  STATE/COUNTY-  NJ/ATLANTIC
 JU4374  USGS QUAD   -  NEWTONVILLE (1972)
 JU4374
 JU4374                         *CURRENT SURVEY CONTROL
 JU4374  ___________________________________________________________________
 JU4374* NAD 83(1996)-  39 32 36.30968(N)    074 50 37.99892(W)     ADJUSTED  
 JU4374* NAVD 88     -        25.4    (meters)      83.     (feet)  GPS OBS   
 JU4374  ___________________________________________________________________
 JU4374  X           -   1,287,675.217 (meters)                     COMP
 JU4374  Y           -  -4,753,821.202 (meters)                     COMP
 JU4374  Z           -   4,039,016.852 (meters)                     COMP
 JU4374  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 JU4374  ELLIP HEIGHT-          -8.23  (meters)          (10/23/02) GPS OBS
 JU4374  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JU4374
 JU4374  HORZ ORDER  -  FIRST
 JU4374  ELLP ORDER  -  FOURTH    CLASS I
 JU4374
 JU4374.The horizontal coordinates were established by GPS observations
 JU4374.and adjusted by the National Geodetic Survey in May 1999..
 JU4374
 JU4374.The orthometric height was determined by GPS observations and a
 JU4374.high-resolution geoid model.
 JU4374
 JU4374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4374
 JU4374.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4374
 JU4374.The ellipsoidal height was determined by GPS observations
 JU4374.and is referenced to NAD 83.
 JU4374
 JU4374.The geoid height was determined by GEOID03.
 JU4374
 JU4374;                    North         East     Units Scale Factor Converg.
 JU4374;SPC NJ       -    78,881.688   120,442.301   MT  0.99991075   -0 13 08.2
 JU4374;SPC NJ       -   258,797.67    395,151.12   sFT  0.99991075   -0 13 08.2
 JU4374;UTM  18      - 4,377,094.868   513,413.953   MT  0.99960222   +0 05 57.8
 JU4374
 JU4374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4374!SPC NJ       -   1.00000129  x   0.99991075  =   0.99991204
 JU4374!UTM  18      -   1.00000129  x   0.99960222  =   0.99960351
 JU4374
 JU4374                          SUPERSEDED SURVEY CONTROL
 JU4374
 JU4374  ELLIP H (05/14/99)   -8.24   (m)                       GP(       ) 4 1
 JU4374  NAD 83(1992)-  39 32 36.29991(N)    074 50 37.99794(W) AD(       ) 1
 JU4374
 JU4374.Superseded values are not recommended for survey control.
 JU4374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4374.See file dsdata.txt to determine how the superseded data were derived.
 JU4374
 JU4374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1341477095(NAD 83)
 JU4374_MARKER: DD = SURVEY DISK
 JU4374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4374_SP_SET: CONCRETE POST
 JU4374_STAMPING: STRAND 1993
 JU4374_MARK LOGO: HAMTWP
 JU4374_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 JU4374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4374+STABILITY: SURFACE MOTION
 JU4374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4374+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JU4374
 JU4374  HISTORY     - Date     Condition        Report By
 JU4374  HISTORY     - 1993     MONUMENTED       HAMTWP
 JU4374
 JU4374                          STATION DESCRIPTION
 JU4374
 JU4374'DESCRIBED BY HAMILTON TOWNSHIP NEW JERSEY 1993
 JU4374'IN HAMILTON TOWNSHIP NEAR THE INTERSECTION OF JACKSON ROAD AND STRAND
 JU4374'AVENUE.  TO REACH FROM THE JUNCTION OF U.S. ROUTE 322 AND STATE ROUTE
 JU4374'50 AT MAYS LANDING, GO NORTHWEST ON ROUTE 322 FOR 7.6 KM (4.7 MI) TO
 JU4374'MALAGA ROAD, GO WEST ON MALAGA ROAD FOR 2.8 KM (1.7 MI) TO JACKSON
 JU4374'ROAD, GO NORTHWEST ON JACKSON ROAD FOR 2.8 KM (1.7 MI) TO THE STATION
 JU4374'ON THE RIGHT.  THE STATION IS SET 15 CM BELOW GROUND ON THE SOUTHWEST
 JU4374'SIDE OF JACKSON ROAD, 1.7 M (5.6 FT) FROM THE EDGE OF PAVEMENT, 22.31
 JU4374'M (73.20 FT) SOUTHEAST OF A NAIL IN POLE H 14535, 31.84 M
 JU4374'(104.46 FT) WEST OF POLE H 43233, AND 19.9 M (65.3 FT) NORTHWEST OF A
 JU4374'23 CM DIAMETER PINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0394 ***********************************************************************
 JU0394  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0394  DESIGNATION -  STRATHMERE
 JU0394  PID         -  JU0394
 JU0394  STATE/COUNTY-  NJ/CAPE MAY
 JU0394  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0394
 JU0394                         *CURRENT SURVEY CONTROL
 JU0394  ___________________________________________________________________
 JU0394* NAD 83(1996)-  39 11 55.95675(N)    074 39 21.46203(W)     ADJUSTED  
 JU0394* NAVD 88     -         1.419  (meters)       4.66   (feet)  ADJUSTED  
 JU0394  ___________________________________________________________________
 JU0394  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 JU0394  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 JU0394  DYNAMIC HT  -           1.418 (meters)       4.65  (feet)  COMP
 JU0394  MODELED GRAV-     980,083.4   (mgal)                       NAVD 88
 JU0394
 JU0394  HORZ ORDER  -  FIRST
 JU0394  VERT ORDER  -  FIRST     CLASS II
 JU0394
 JU0394.The horizontal coordinates were established by classical geodetic methods
 JU0394.and adjusted by the National Geodetic Survey in September 1999..
 JU0394
 JU0394.The orthometric height was determined by differential leveling
 JU0394.and adjusted by the National Geodetic Survey in June 1991..
 JU0394.WARNING-Repeat measurements at this control monument indicate possible
 JU0394.vertical movement.
 JU0394
 JU0394.This Tidal Bench Mark is designated as VM 2758
 JU0394.by the Center for Operational Oceanographic Products and Services.
 JU0394
 JU0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0394
 JU0394.The geoid height was determined by GEOID03.
 JU0394
 JU0394.The dynamic height is computed by dividing the NAVD 88
 JU0394.geopotential number by the normal gravity value computed on the
 JU0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0394.degrees latitude (g = 980.6199 gals.).
 JU0394
 JU0394.The modeled gravity was interpolated from observed gravity values.
 JU0394
 JU0394;                    North         East     Units Scale Factor Converg.
 JU0394;SPC NJ       -    40,588.634   136,528.848   MT  0.99990223   -0 05 54.9
 JU0394;SPC NJ       -   133,164.54    447,928.40   sFT  0.99990223   -0 05 54.9
 JU0394;UTM  18      - 4,338,902.911   529,707.341   MT  0.99961087   +0 13 02.8
 JU0394
 JU0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0394!SPC NJ       -   1.00000524  x   0.99990223  =   0.99990747
 JU0394!UTM  18      -   1.00000524  x   0.99961087  =   0.99961611
 JU0394
 JU0394:                Primary Azimuth Mark                     Grid Az
 JU0394:SPC NJ       -  LARGE STACK SW STA BANK                  031 05 10.8
 JU0394:UTM  18      -  LARGE STACK SW STA BANK                  030 46 13.1
 JU0394
 JU0394|---------------------------------------------------------------------|
 JU0394| PID    Reference Object                     Distance      Geod. Az  |
 JU0394|                                                           dddmmss.s |
 JU0394| JU2838 LARGE STACK SW STA BANK             APPROX. 8.2 KM 0305915.9 |
 JU0394| JU2401 STRATHMERE RM 4                      14.579 METERS 03442     |
 JU0394| JU2851 OCEAN CITY STANDPIPE                APPROX.10.9 KM 0364832.2 |
 JU0394| CB3100 STRATHMERE RM 5                                    05524     |
 JU0394| JU2896 AVALON                              APPROX.11.4 KM 2055632.2 |
 JU0394| JU0396 STRATHMERE RM 2 AZIMUTH                            20946     |
 JU0394| JU2929 SEA ISLE CITY STANDPIPE             APPROX. 5.6 KM 2140350.7 |
 JU0394| JU0395 STRATHMERE RM 3                      32.248 METERS 28434     |
 JU0394| JU0393 STRATHMERE RM 1                      46.759 METERS 35231     |
 JU0394|---------------------------------------------------------------------|
 JU0394
 JU0394                          SUPERSEDED SURVEY CONTROL
 JU0394
 JU0394  NAD 83(1986)-  39 11 55.93706(N)    074 39 21.46177(W) AD(       ) 1
 JU0394  NAD 27      -  39 11 55.52620(N)    074 39 22.88910(W) AD(       ) 1
 JU0394  NGVD 29 (04/16/92)    1.809  (m)            5.93   (f) ADJUSTED    1 2
 JU0394
 JU0394.Superseded values are not recommended for survey control.
 JU0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0394.See file dsdata.txt to determine how the superseded data were derived.
 JU0394
 JU0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2970738903(NAD 83)
 JU0394_MARKER: DS = TRIANGULATION STATION DISK
 JU0394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0394_SP_SET: CONCRETE APRON
 JU0394_STAMPING: STRATHMERE 1932
 JU0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0394+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004
 JU0394
 JU0394  HISTORY     - Date     Condition        Report By
 JU0394  HISTORY     - 1932     MONUMENTED       CGS
 JU0394  HISTORY     - 1950     GOOD             CGS
 JU0394  HISTORY     - 1961     GOOD             CGS
 JU0394  HISTORY     - 1962     GOOD             CGS
 JU0394  HISTORY     - 1970     GOOD             NGS
 JU0394  HISTORY     - 1979     GOOD             NGS
 JU0394  HISTORY     - 20040802 GOOD             NJDEP
 JU0394
 JU0394                          STATION DESCRIPTION
 JU0394
 JU0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU0394'LOCATED ON THE GROUNDS OF THE U.S. COAST GUARD STATION AT
 JU0394'STRATHMERE.  46.7 FEET E OF THE SE CORNER OF THE STATION
 JU0394'BUILDING.  52.6 FEET S OF THE FLAGPOLE.
 JU0394'
 JU0394'TO REACH, GO S ON BEACH HIGHWAY FROM OCEAN CITY.
 JU0394'
 JU0394'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU0394'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU0394'
 JU0394'REFERENCE MARK NO.1 IS 153.4 FEET NW OF STATION.  ABOUT 2 FEET
 JU0394'S OF AN EAST-AND-WEST SIDEWALK.  2 FEET E OF TELEPHONE POLE.
 JU0394'
 JU0394'REFERENCE MARK NO. 2 IS ABOUT 0.25 MILE S OF STATION, ON THE E
 JU0394'SIDE OF THE BEACH HIGHWAY.  3 FEET W OF W SIDE OF SIDEWALK.  2
 JU0394'FEET E OF E CURB OF STREET.  AT THE CORNER OF COMMONWEALTH AND
 JU0394'PRESCOTT AVENUES.
 JU0394'
 JU0394'REFERENCE MARK NO. 3 IS 105.8 FEET W OF STATION, AT SIDEWALK.
 JU0394'
 JU0394'HEIGHT OF SIGNAL ABOVE STATION MARK - 34 METERS.
 JU0394
 JU0394                          STATION RECOVERY (1950)
 JU0394
 JU0394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU0394'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU0394'DISTANCE TO REFERENCE MARK 1 WAS MEASURED WITH A STEEL TAPE AND
 JU0394'FOUND TO BE CORRECT.  THE DISTANCE OF REFERENCE MARK 3 WAS NOT
 JU0394'MEASURED DUE TO A BUILDING OBSTRUCTION.  THE PUBLISHED DESCRIPTION
 JU0394'IS ADEQUATE AND CORRECT WITH THE FOLLOWING EXCEPTIONS--
 JU0394'
 JU0394'STATION IS 42.0 FEET S OF A FLAGPOLE AND 18.0 FEET N OF THE NE
 JU0394'CORNER OF A PAINT-HOUSE.
 JU0394'
 JU0394'REFERENCE MARK 2 IS LOCATED AT THE NE CORNER OF COMMONWEALTH AND
 JU0394'PRESCOTT AVENUES.
 JU0394
 JU0394                          STATION RECOVERY (1961)
 JU0394
 JU0394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JU0394'AT STRATHMERE.
 JU0394'AT THE STRATHMERE U.S. COAST GUARD STATION, SET IN THE TOP OF A
 JU0394'CONCRETE POST 1 FOOT UNDER GROUND.  THE MARK IS UNDER THE CONCRETE
 JU0394'APRON AT THE WEST ENTRANCE TO THE COAST GUARD GARAGE.  A CONCRETE
 JU0394'WELL HAS BEEN BUILT AROUND THE MARK, WITH A WOODEN COVER.  IT IS
 JU0394'36 FEET SOUTHWEST OF THE SOUTH LEG OF THE FLAG POLE, 153.4 FEET
 JU0394'SOUTH STRATHMERE RM. 1 AND 105.8 FEET EAST OF STRATHMERE RM 3.
 JU0394
 JU0394                          STATION RECOVERY (1962)
 JU0394
 JU0394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU0394'THE STATION, REFERENCE MARKS 1 AND 3 WERE RECOVERED AND FOUND IN
 JU0394'GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND DESTROYED.  A SMALL
 JU0394'BUILDING HAS BEEN BUILT ON LINE TO REFERENCE MARK 3.  A CONCRETE
 JU0394'GARAGE RAMP HAS BEEN BUILT OVER THE STATION, A 12 X 12 INCH HOLE
 JU0394'WAS LEFT TO GAIN ACCESS AND IS MARKED BY A WOODEN COVER.
 JU0394'REFERENCE MARKS 4 AND 5 WERE ESTABLISHED AT THIS TIME, AND
 JU0394'REFERENCE MARK 4 WAS OCCUPIED.
 JU0394'
 JU0394'A NEW DESCRIPTION FOLLOWS--
 JU0394'
 JU0394'THE STATION IS LOCATED AT THE CARSON INLET COAST GUARD STATION,
 JU0394'NEAR THE NORTHEAST END OF THE ISLAND.  IT IS UNDER THE WEST END
 JU0394'OF THE GARAGE RAMP, 47 FEET SOUTHEAST OF THE SOUTH CORNER OF THE
 JU0394'COAST GUARD BUILDING, 36.6 FEET SOUTHWEST OF THE SOUTH LEG OF A
 JU0394'FLAG POLE, 15.6 FEET SOUTHEAST OF THE NORTH CORNER OF THE GARAGE,
 JU0394'AND 7.5 FEET SOUTH OF SOUTH CORNER OF A CONCRETE BLOCK
 JU0394'FOUNDATION.  THE MONUMENT IS 10 INCHES UNDER THE RAMP AND THE
 JU0394'DISK IS STAMPED STRATHMERE 1932.  NOTE 1A 7A.
 JU0394'
 JU0394'TO REACH REFERENCE MARK 5 FROM THE STATION, GO SOUTHEAST ON
 JU0394'WHITTER ROAD FOR ABOUT 200 FEET TO A CROSSROAD.  TURN LEFT AND
 JU0394'GO NORTHEAST ON COMMONWEALTH AVE. FOR 0.1 MILE TO REFERENCE MARK 5
 JU0394'ON THE RIGHT.
 JU0394'
 JU0394'REFERENCE MARK 1 IS SET AT THE NORTHEAST CORNER OF BAYVIEW DRIVE
 JU0394'AND WHITTER ROAD.  IT IS 8 FEET SOUTH OF A POWER POLE, AND 2 FEET
 JU0394'SOUTHWEST OF THE CENTER OF A SIDEWALK.  THE MONUMENT PROJECTS 2
 JU0394'INCHES AND THE DISK IS STAMPED STRATHMERE NO 1 1932.
 JU0394'
 JU0394'REFERENCE MARK 3 IS 62 FEET SOUTHWEST OF THE WEST ENTRANCE TO THE
 JU0394'COAST GUARD STATION, 57 FEET SOUTHWEST OF THE WEST CORNER OF THE
 JU0394'COAST GUARD BUILDING, 34 FEET WEST OF THE NORTH CORNER OF A SMALL
 JU0394'BUILDING, AND 19 FEET SOUTHEAST OF THE CENTERLINE OF BAYVIEW
 JU0394'DRIVE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 JU0394'STRATHMERE NO 3 1932.
 JU0394'
 JU0394'REFERENCE MARK 4 IS 16 FEET NORTHEAST OF THE EAST CORNER OF THE
 JU0394'CONCRETE BLOCK FOUNDATION, 13 FEET EAST OF A WITNESS POST, 46
 JU0394'FEET SOUTHEAST OF THE EAST CORNER OF THE COAST GUARD BUILDING, 34
 JU0394'FEET SOUTHWEST OF THE CENTERLINE OF WHITTER ROAD, AND 4.7 FEET
 JU0394'EAST OF THE EAST LEG OF THE FLAG POLE.  THE MONUMENT IS FLUSH AND
 JU0394'THE DISK IS STAMPED STRATHMERE NO 4 1932.
 JU0394'
 JU0394'REFERENCE MARK 5 IS 21 FEET SOUTHEAST OF THE CENTERLINE OF
 JU0394'COMMONWEALTH STREET, 5.5 FEET NORTHWEST OF THE CENTER OF A
 JU0394'SIDEWALK, 2 FEET SOUTHWEST OF A POWER POLE, AND 1 FOOT NORTH OF A
 JU0394'WITNESS POST.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS
 JU0394'STAMPED STRATHMERE NO 5 1932.
 JU0394'
 JU0394'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU0394
 JU0394                          STATION RECOVERY (1970)
 JU0394
 JU0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU0394'STATION, REFERENCE MARK 1, REFERENCE MARK 4, AND REFERENCE MARK
 JU0394'5 ALL RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY V.B.M. IN
 JU0394'1962 IS ADEQUATE.  THE DISTANCES FROM STATION TO RM 4, AND FROM
 JU0394'RM 4 TO RM 1 WERE CHECKED AND FOUND TO BE ACCURATE.
 JU0394
 JU0394                          STATION RECOVERY (1979)
 JU0394
 JU0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0394'RECOVERED IN GOOD CONDITION.
 JU0394
 JU0394                          STATION RECOVERY (2004)
 JU0394
 JU0394'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2004 (WM)
 JU0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0393 ***********************************************************************
 JU0393  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0393  DESIGNATION -  STRATHMERE RM 1
 JU0393  PID         -  JU0393
 JU0393  STATE/COUNTY-  NJ/CAPE MAY
 JU0393  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0393
 JU0393                         *CURRENT SURVEY CONTROL
 JU0393  ___________________________________________________________________
 JU0393* NAD 83(1986)-  39 11 57.     (N)    074 39 23.     (W)     SCALED    
 JU0393* NAVD 88     -         1.591  (meters)       5.22   (feet)  ADJUSTED  
 JU0393  ___________________________________________________________________
 JU0393  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 JU0393  DYNAMIC HT  -           1.591 (meters)       5.22  (feet)  COMP
 JU0393  MODELED GRAV-     980,083.5   (mgal)                       NAVD 88
 JU0393
 JU0393  VERT ORDER  -  FIRST     CLASS II
 JU0393
 JU0393.The horizontal coordinates were scaled from a topographic map and have
 JU0393.an estimated accuracy of +/- 6 seconds.
 JU0393
 JU0393.The orthometric height was determined by differential leveling
 JU0393.and adjusted by the National Geodetic Survey in June 1991..
 JU0393.WARNING-Repeat measurements at this control monument indicate possible
 JU0393.vertical movement.
 JU0393
 JU0393.This Tidal Bench Mark is designated as VM 2759
 JU0393.by the Center for Operational Oceanographic Products and Services.
 JU0393
 JU0393.The geoid height was determined by GEOID03.
 JU0393
 JU0393.The dynamic height is computed by dividing the NAVD 88
 JU0393.geopotential number by the normal gravity value computed on the
 JU0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0393.degrees latitude (g = 980.6199 gals.).
 JU0393
 JU0393.The modeled gravity was interpolated from observed gravity values.
 JU0393
 JU0393;                    North         East    Units  Estimated Accuracy
 JU0393;SPC NJ       -    40,620.      136,490.      MT  (+/- 180 meters Scaled)
 JU0393
 JU0393                          SUPERSEDED SURVEY CONTROL
 JU0393
 JU0393  NGVD 29 (04/16/92)    1.981  (m)            6.50   (f) ADJUSTED    1 2
 JU0393
 JU0393.Superseded values are not recommended for survey control.
 JU0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0393.See file dsdata.txt to determine how the superseded data were derived.
 JU0393
 JU0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ296389(NAD 83)
 JU0393_MARKER: DR = REFERENCE MARK DISK
 JU0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0393_STAMPING: STRATHMERE NO 1 1932
 JU0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0393+STABILITY: SURFACE MOTION
 JU0393
 JU0393  HISTORY     - Date     Condition        Report By
 JU0393  HISTORY     - 1932     MONUMENTED       CGS
 JU0393  HISTORY     - 1961     GOOD             CGS
 JU0393  HISTORY     - 1979     GOOD             NGS
 JU0393
 JU0393                          STATION DESCRIPTION
 JU0393
 JU0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0393'AT STRATHMERE.
 JU0393'AT THE NORTHWEST CORNER OF BAYVIEW DRIVE AND WHITTIER ROAD, 70.5
 JU0393'FEET NORTH AND ACROSS WHITTIER ROAD FROM THE NORTHWEST CORNER
 JU0393'OF U.S. COAST GUARD BUILDING, 20 FEET SOUTHWEST OF THE CENTER
 JU0393'LINE OF WHITTIER ROAD, 17.5 FEET SOUTHEAST OF THE CENTER LINE
 JU0393'OF BAYVIEW DRIVE AND 1 FOOT NORTHWEST OF A STREET SIGN MARKER 2
 JU0393'INCHES ABOVE SIDEWALK.  SET IN A CONCRETE POST PROJECTING 1 INCH.
 JU0393
 JU0393                          STATION RECOVERY (1979)
 JU0393
 JU0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0396 ***********************************************************************
 JU0396  DESIGNATION -  STRATHMERE RM 2 AZIMUTH
 JU0396  PID         -  JU0396
 JU0396  STATE/COUNTY-  NJ/CAPE MAY
 JU0396  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0396
 JU0396                         *CURRENT SURVEY CONTROL
 JU0396  ___________________________________________________________________
 JU0396* NAD 83(1986)-  39 11 38.     (N)    074 39 35.     (W)     SCALED    
 JU0396* NAVD 88     -         1.517  (meters)       4.98   (feet)  ADJUSTED  
 JU0396  ___________________________________________________________________
 JU0396  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 JU0396  DYNAMIC HT  -           1.516 (meters)       4.97  (feet)  COMP
 JU0396  MODELED GRAV-     980,082.5   (mgal)                       NAVD 88
 JU0396
 JU0396  VERT ORDER  -  FIRST     CLASS II
 JU0396
 JU0396.The horizontal coordinates were scaled from a topographic map and have
 JU0396.an estimated accuracy of +/- 6 seconds.
 JU0396
 JU0396.The orthometric height was determined by differential leveling
 JU0396.and adjusted by the National Geodetic Survey in June 1991..
 JU0396
 JU0396.The geoid height was determined by GEOID03.
 JU0396
 JU0396.The dynamic height is computed by dividing the NAVD 88
 JU0396.geopotential number by the normal gravity value computed on the
 JU0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0396.degrees latitude (g = 980.6199 gals.).
 JU0396
 JU0396.The modeled gravity was interpolated from observed gravity values.
 JU0396
 JU0396;                    North         East    Units  Estimated Accuracy
 JU0396;SPC NJ       -    40,040.      136,200.      MT  (+/- 180 meters Scaled)
 JU0396
 JU0396                          SUPERSEDED SURVEY CONTROL
 JU0396
 JU0396  NGVD 29 (04/16/92)    1.886  (m)            6.19   (f) ADJUSTED    1 2
 JU0396
 JU0396.Superseded values are not recommended for survey control.
 JU0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0396.See file dsdata.txt to determine how the superseded data were derived.
 JU0396
 JU0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ293383(NAD 83)
 JU0396_MARKER: DR = REFERENCE MARK DISK
 JU0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0396_STAMPING: STRATHMERE NO 2 1932
 JU0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0396+STABILITY: SURFACE MOTION
 JU0396
 JU0396  HISTORY     - Date     Condition        Report By
 JU0396  HISTORY     - 1932     MONUMENTED       CGS
 JU0396  HISTORY     - 1961     GOOD             CGS
 JU0396  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0396
 JU0396                          STATION DESCRIPTION
 JU0396
 JU0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0396'AT STRATHMERE.
 JU0396'0.35 MILE SOUTHWEST ON OCEAN DRIVE FROM THE COAST GUARD STATION
 JU0396'IN STRATHMERE, AT THE NORTHEAST CORNER OF PRESCOTT ROAD AND
 JU0396'COMMONWEALTH AVENUE, BETWEEN THE SIDEWALK AND THE CURB.  28 FEET
 JU0396'NORTHEAST OF THE CENTER OF PRESCOTT ROAD (OCEAN DRIVE), 5 FEET
 JU0396'NORTHEAST OF POWER LINE POLE ACE 3674, 2.4 FEET SOUTHEAST OF THE
 JU0396'SOUTHEAST CURB OF COMMONWEALTH AVENUE.  SET IN THE TOP OF A
 JU0396'CONCRETE POST ABOUT 1 FOOT ABOVE SIDEWALK AND LEVEL WITH THE
 JU0396'GROUND.
 JU0396
 JU0396                          STATION RECOVERY (1979)
 JU0396
 JU0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0395 ***********************************************************************
 JU0395  DESIGNATION -  STRATHMERE RM 3
 JU0395  PID         -  JU0395
 JU0395  STATE/COUNTY-  NJ/CAPE MAY
 JU0395  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0395
 JU0395                         *CURRENT SURVEY CONTROL
 JU0395  ___________________________________________________________________
 JU0395* NAD 83(1986)-  39 11 55.     (N)    074 39 21.     (W)     SCALED    
 JU0395* NAVD 88     -         1.373  (meters)       4.50   (feet)  ADJUSTED  
 JU0395  ___________________________________________________________________
 JU0395  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 JU0395  DYNAMIC HT  -           1.373 (meters)       4.50  (feet)  COMP
 JU0395  MODELED GRAV-     980,083.4   (mgal)                       NAVD 88
 JU0395
 JU0395  VERT ORDER  -  FIRST     CLASS II
 JU0395
 JU0395.The horizontal coordinates were scaled from a topographic map and have
 JU0395.an estimated accuracy of +/- 6 seconds.
 JU0395
 JU0395.The orthometric height was determined by differential leveling
 JU0395.and adjusted by the National Geodetic Survey in June 1991..
 JU0395
 JU0395.The geoid height was determined by GEOID03.
 JU0395
 JU0395.The dynamic height is computed by dividing the NAVD 88
 JU0395.geopotential number by the normal gravity value computed on the
 JU0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0395.degrees latitude (g = 980.6199 gals.).
 JU0395
 JU0395.The modeled gravity was interpolated from observed gravity values.
 JU0395
 JU0395;                    North         East    Units  Estimated Accuracy
 JU0395;SPC NJ       -    40,560.      136,540.      MT  (+/- 180 meters Scaled)
 JU0395
 JU0395                          SUPERSEDED SURVEY CONTROL
 JU0395
 JU0395  NGVD 29 (04/16/92)    1.740  (m)            5.71   (f) ADJUSTED    1 2
 JU0395
 JU0395.Superseded values are not recommended for survey control.
 JU0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0395.See file dsdata.txt to determine how the superseded data were derived.
 JU0395
 JU0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ297388(NAD 83)
 JU0395_MARKER: DR = REFERENCE MARK DISK
 JU0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0395_STAMPING: STRATHMERE NO 3 1932
 JU0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0395+STABILITY: SURFACE MOTION
 JU0395
 JU0395  HISTORY     - Date     Condition        Report By
 JU0395  HISTORY     - 1932     MONUMENTED       CGS
 JU0395  HISTORY     - 1961     GOOD             CGS
 JU0395  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0395
 JU0395                          STATION DESCRIPTION
 JU0395
 JU0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0395'AT STRATHMERE.
 JU0395'AT STRATHMERE ON THE GROUNDS OF THE U.S. COAST GUARD STATION, 31
 JU0395'FEET SOUTHWEST OF THE WEST CORNER OF A LOOKOUT TOWER, 3.4 FEET
 JU0395'SOUTHEAST OF THE SOUTHEAST CURB OF BAYVIEW DRIVE AND 6 INCHES
 JU0395'SOUTHEAST OF THE SOUTHEAST EDGE AND 2 INCHES ABOVE THE LEVEL OF
 JU0395'THE SIDEWALK.  105.8 FEET WEST OF TRIANGULATION STATION
 JU0395'STRATHMERE.  SET IN A CONCRETE POST PROJECTING 2 INCHES.
 JU0395
 JU0395                          STATION RECOVERY (1979)
 JU0395
 JU0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0395'NOT RECOVERED A BROKEN PIECE OF CONCRETE WAS FOUND AT THE GIVEN
 JU0395'COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2401 ***********************************************************************
 JU2401  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2401  DESIGNATION -  STRATHMERE RM 4
 JU2401  PID         -  JU2401
 JU2401  STATE/COUNTY-  NJ/CAPE MAY
 JU2401  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2401
 JU2401                         *CURRENT SURVEY CONTROL
 JU2401  ___________________________________________________________________
 JU2401* NAD 83(1996)-  39 11 56.34545(N)    074 39 21.11620(W)     ADJUSTED  
 JU2401* NAVD 88     -         1.646  (meters)       5.40   (feet)  ADJUSTED  
 JU2401  ___________________________________________________________________
 JU2401  X           -   1,309,682.206 (meters)                     COMP
 JU2401  Y           -  -4,772,943.794 (meters)                     COMP
 JU2401  Z           -   4,009,439.622 (meters)                     COMP
 JU2401  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 JU2401  ELLIP HEIGHT-         -33.20  (meters)          (10/23/02) GPS OBS
 JU2401  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 JU2401  DYNAMIC HT  -           1.645 (meters)       5.40  (feet)  COMP
 JU2401  MODELED GRAV-     980,083.5   (mgal)                       NAVD 88
 JU2401
 JU2401  HORZ ORDER  -  FIRST
 JU2401  VERT ORDER  -  FIRST     CLASS II
 JU2401  ELLP ORDER  -  FOURTH    CLASS I
 JU2401
 JU2401.The horizontal coordinates were established by GPS observations
 JU2401.and adjusted by the National Geodetic Survey in May 1999..
 JU2401
 JU2401.The orthometric height was determined by differential leveling
 JU2401.and adjusted by the National Geodetic Survey in June 1991..
 JU2401
 JU2401.This Tidal Bench Mark is designated as VM 2760
 JU2401.by the Center for Operational Oceanographic Products and Services.
 JU2401
 JU2401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2401
 JU2401.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2401
 JU2401.The ellipsoidal height was determined by GPS observations
 JU2401.and is referenced to NAD 83.
 JU2401
 JU2401.The geoid height was determined by GEOID03.
 JU2401
 JU2401.The dynamic height is computed by dividing the NAVD 88
 JU2401.geopotential number by the normal gravity value computed on the
 JU2401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2401.degrees latitude (g = 980.6199 gals.).
 JU2401
 JU2401.The modeled gravity was interpolated from observed gravity values.
 JU2401
 JU2401;                    North         East     Units Scale Factor Converg.
 JU2401;SPC NJ       -    40,600.606   136,537.166   MT  0.99990223   -0 05 54.6
 JU2401;SPC NJ       -   133,203.82    447,955.69   sFT  0.99990223   -0 05 54.6
 JU2401;UTM  18      - 4,338,914.925   529,715.591   MT  0.99961087   +0 13 03.0
 JU2401
 JU2401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2401!SPC NJ       -   1.00000521  x   0.99990223  =   0.99990744
 JU2401!UTM  18      -   1.00000521  x   0.99961087  =   0.99961608
 JU2401
 JU2401:                Primary Azimuth Mark                     Grid Az
 JU2401:SPC NJ       -  CURVE                                    025 57 54.5
 JU2401:UTM  18      -  CURVE                                    025 38 56.9
 JU2401
 JU2401|---------------------------------------------------------------------|
 JU2401| PID    Reference Object                     Distance      Geod. Az  |
 JU2401|                                                           dddmmss.s |
 JU2401| JU0385 CURVE                               APPROX. 3.4 KM 0255159.9 |
 JU2401| CB3100 STRATHMERE RM 5                                    05726     |
 JU2401| JU2918 CORSON INLET COAST GUARD LOT        498.127 METERS 0621630.1 |
 JU2401| JU2911 LUDLAM BCH LIGHT NEW                APPROX. 4.8 KM 2105150.0 |
 JU2401| JU2920 STRATHMERE STANDPIPE                189.378 METERS 21201     |
 JU2401| JU2927 SEA ISLE CITY SPIPE NEW             APPROX. 5.6 KM 2140400.3 |
 JU2401| JU0394 STRATHMERE                           14.579 METERS 21442     |
 JU2401| JU2910 PALERMO AF BASE RADAR DOME          APPROX. 3.6 KM 3130240.8 |
 JU2401| JU0393 STRATHMERE RM 1                      37.252 METERS 33717     |
 JU2401|---------------------------------------------------------------------|
 JU2401
 JU2401                          SUPERSEDED SURVEY CONTROL
 JU2401
 JU2401  ELLIP H (05/14/99)  -33.22   (m)                       GP(       ) 4 1
 JU2401  NAD 83(1992)-  39 11 56.34522(N)    074 39 21.11600(W) AD(       ) 1
 JU2401  ELLIP H (03/31/93)  -33.33   (m)                       GP(       ) 3 2
 JU2401  NAD 83(1986)-  39 11 56.32566(N)    074 39 21.11606(W) AD(       ) 2
 JU2401  NAD 27      -  39 11 55.91490(N)    074 39 22.54320(W) AD(       ) 2
 JU2401  NAVD 88 (03/31/93)    1.65   (m)            5.4    (f) LEVELING    3  
 JU2401  NGVD 29 (01/10/92)    2.036  (m)            6.68   (f) ADJUSTED    1 2
 JU2401
 JU2401.Superseded values are not recommended for survey control.
 JU2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2401.See file dsdata.txt to determine how the superseded data were derived.
 JU2401
 JU2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2971638915(NAD 83)
 JU2401_MARKER: DS = TRIANGULATION STATION DISK
 JU2401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2401_SP_SET: CONCRETE POST
 JU2401_STAMPING: STRATHMERE NO 4 1932
 JU2401_MARK LOGO: CGS   
 JU2401_PROJECTION: FLUSH
 JU2401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2401+STABILITY: SURFACE MOTION
 JU2401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2401+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2001
 JU2401
 JU2401  HISTORY     - Date     Condition        Report By
 JU2401  HISTORY     - 1962     MONUMENTED       CGS
 JU2401  HISTORY     - 1962     GOOD             CGS
 JU2401  HISTORY     - 1970     GOOD             NGS
 JU2401  HISTORY     - 1979     GOOD             NGS
 JU2401  HISTORY     - 19900808 GOOD             NJGS
 JU2401  HISTORY     - 19930315 GOOD             NJHA
 JU2401  HISTORY     - 20010511 GOOD             NJDEP
 JU2401
 JU2401                          STATION DESCRIPTION
 JU2401
 JU2401'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2401'THE STATION IS LOCATED AT THE CARSON INLET COAST GUARD STATION,
 JU2401'NEAR THE NORTHEAST END OF THE ISLAND.
 JU2401'
 JU2401'THE STATION MARK IS 16 FEET NORTHEAST OF THE EAST CORNER OF THE
 JU2401'CONCRETE BLOCK FOUNDATION, 13 FEET EAST OF A WITNESS POST, 46
 JU2401'FEET SOUTHEAST OF THE EAST CORNER OF THE COAST GUARD BUILDING, 34
 JU2401'FEET SOUTHWEST OF THE CENTERLINE OF WHITTER ROAD, AND 4.7 FEET
 JU2401'EAST OF THE EAST LEG OF THE FLAG POLE.  THE MONUMENT IS FLUSH AND
 JU2401'THE DISK IS STAMPED STRATHMERE NO 4 1932.
 JU2401
 JU2401                          STATION RECOVERY (1962)
 JU2401
 JU2401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 JU2401'RECOVERED IN GOOD CONDITION.
 JU2401
 JU2401                          STATION RECOVERY (1970)
 JU2401
 JU2401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU2401'STATION RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE FOR
 JU2401'STRATHMERE, 1932, BY V.B.M. IN 1962 IS ADEQUATE.
 JU2401
 JU2401                          STATION RECOVERY (1979)
 JU2401
 JU2401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU2401'IN STRATHMERE.
 JU2401'IN STRATHMERE ON THE PROPERTY OF THE US COAST GUARD BUILDING 48 FEET
 JU2401'NORTHEAST OF STATION, 47 FEET SOUTHEAST OF THE EAST CORNER OF THE OLD
 JU2401'COAST GUARD BUILDING, 34.5 FEET SOUTHWEST OF POWER POLE NUMBER
 JU2401'W 25120, AND 34 FEET SOUTHWEST OF THE CENTER LINE WHITTIER ROAD.
 JU2401'THE MARK IS 1 FT ABOVE WHITTIER ROAD.
 JU2401
 JU2401                          STATION RECOVERY (1990)
 JU2401
 JU2401'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2401'THE STATION IS LOCATED IN UPPER TOWNSHIP NEAR THE NORTHEAST END OF THE
 JU2401'ISLAND IN THE TOWN OF STRATHMERE, AT THE FORMER CORSON INLET COAST
 JU2401'GUARD STATION, NOW OWNED BY MR. STEVEN JANKOWSKI, 609 263 3298.  TO
 JU2401'REACH THE STATION FROM THE JUNCTION OF SEA ISLE BOULEVARD, COUNTY
 JU2401'ROAD 625 AND LANDIS AVENUE, COUNTY ROAD 619, PROCEED 3.5 MI (5.6 KM)
 JU2401'NORTHEAST ON LANDIS AVENUE TO THE JUNCTION WITH WHITTIER AVENUE, TURN
 JU2401'LEFT AND GO 48.2 M (158.1 FT) TO THE STATION ON THE LEFT, AT THE
 JU2401'NORTH END OF A GRAVEL DRIVE TO THE DWELLING.  THE STATION IS 16 FT
 JU2401'(4.9 M) NORTHEAST OF THE EAST CORNER OF THE CONCRETE BLOCK GARAGE
 JU2401'FOUNDATION, 13 FT (4.0 M) EAST OF A WITNESS POST, 46 FT (14.0 M)
 JU2401'NORTHEAST OF THE EAST CORNER OF THE FORMER COAST GUARD BUILDING, 34 FT
 JU2401'(10.4 M) SOUTHWEST OF THE WHITTIER ROAD CENTERLINE, 4.7 FT (1.4 M)
 JU2401'EAST OF THE EAST LEG OF THE FLAG POLE TABERNACLE AND FLUSH WITH
 JU2401'GROUND.
 JU2401
 JU2401                          STATION RECOVERY (1993)
 JU2401
 JU2401'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 JU2401'RECOVERED IN GOOD CONDITION.
 JU2401
 JU2401                          STATION RECOVERY (2001)
 JU2401
 JU2401'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2001 (BMC)
 JU2401'STATION IS ON NORTHWEST SIDE OF GRAVEL DRIVE, 6 INCHES BELOW GRADE
 JU2401'UNDER STONED YARD.  WITNESS POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2920 ***********************************************************************
 JU2920  DESIGNATION -  STRATHMERE STANDPIPE
 JU2920  PID         -  JU2920
 JU2920  STATE/COUNTY-  NJ/CAPE MAY
 JU2920  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2920
 JU2920                         *CURRENT SURVEY CONTROL
 JU2920  ___________________________________________________________________
 JU2920* NAD 83(1996)-  39 11 51.13821(N)    074 39 25.29960(W)     ADJUSTED  
 JU2920* NAVD 88     -                                                        
 JU2920  ___________________________________________________________________
 JU2920  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 JU2920  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 JU2920
 JU2920  HORZ ORDER  -  THIRD
 JU2920
 JU2920.The horizontal coordinates were established by classical geodetic methods
 JU2920.and adjusted by the National Geodetic Survey in September 1999..
 JU2920
 JU2920
 JU2920.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2920
 JU2920.The geoid height was determined by GEOID03.
 JU2920
 JU2920;                    North         East     Units Scale Factor Converg.
 JU2920;SPC NJ       -    40,440.211   136,436.515   MT  0.99990226   -0 05 57.3
 JU2920;SPC NJ       -   132,677.59    447,625.47   sFT  0.99990226   -0 05 57.3
 JU2920;UTM  18      - 4,338,754.024   529,615.856   MT  0.99961080   +0 13 00.3
 JU2920
 JU2920                          SUPERSEDED SURVEY CONTROL
 JU2920
 JU2920  NAD 83(1986)-  39 11 51.10273(N)    074 39 25.31090(W) AD(       ) 4
 JU2920  NAD 27      -  39 11 50.69900(N)    074 39 26.73000(W) AD(       ) 3
 JU2920
 JU2920.Superseded values are not recommended for survey control.
 JU2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2920.See file dsdata.txt to determine how the superseded data were derived.
 JU2920
 JU2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2961638754(NAD 83)
 JU2920_MARKER: 52 = STANDPIPE TANK
 JU2920
 JU2920  HISTORY     - Date     Condition        Report By
 JU2920  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2920  HISTORY     - 20060224 MARK NOT FOUND   GEOCAC
 JU2920
 JU2920                          STATION DESCRIPTION
 JU2920
 JU2920'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2920'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE.  IT IS
 JU2920'A GREY-PAINTED STANDPIPE, ABOUT 15 FEET IN DIAMETER, WITH AN
 JU2920'OVERALL HEIGHT OF ABOUT 80 FEET.  IT IS OWNED AND OPERATED BY
 JU2920'THE CARSONS INLET WATER COMPANY.
 JU2920'
 JU2920'IT IS LOCATED NORTHWEST OF THE INTERSECTION OF BENSON ROAD AND
 JU2920'COMMONWEALTH AVENUE AT THE NORTHWEST EDGE OF TOWN.
 JU2920
 JU2920                          STATION RECOVERY (2006)
 JU2920
 JU2920'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2920'THERE IS NO STANDPIPE AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3961 ***********************************************************************
 KV3961  DESIGNATION -  STREET
 KV3961  PID         -  KV3961
 KV3961  STATE/COUNTY-  NJ/BERGEN
 KV3961  USGS QUAD   -  WEEHAWKEN (1995)
 KV3961
 KV3961                         *CURRENT SURVEY CONTROL
 KV3961  ___________________________________________________________________
 KV3961* NAD 83(1996)-  40 52 00.64742(N)    074 06 33.35851(W)     ADJUSTED  
 KV3961* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 KV3961  ___________________________________________________________________
 KV3961  LAPLACE CORR-           6.56  (seconds)                    DEFLEC99
 KV3961  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KV3961
 KV3961  HORZ ORDER  -  THIRD
 KV3961
 KV3961.The horizontal coordinates were established by classical geodetic methods
 KV3961.and adjusted by the National Geodetic Survey in September 1999..
 KV3961
 KV3961.The orthometric height was scaled from a topographic map.
 KV3961
 KV3961.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3961
 KV3961.The geoid height was determined by GEOID03.
 KV3961
 KV3961;                    North         East     Units Scale Factor Converg.
 KV3961;SPC NJ       -   225,835.484   182,937.269   MT  0.99991335   +0 15 20.4
 KV3961;SPC NJ       -   740,928.58    600,186.69   sFT  0.99991335   +0 15 20.4
 KV3961;SPC NY L     -    77,758.314   290,788.437   MT  0.99999494   -0 04 17.3
 KV3961;SPC NY L     -   255,112.07    954,028.40   sFT  0.99999494   -0 04 17.3
 KV3961;UTM  18      - 4,524,357.718   575,063.068   MT  0.99966935   +0 34 58.2
 KV3961
 KV3961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3961!SPC NJ       -   1.00000367  x   0.99991335  =   0.99991702
 KV3961!SPC NY L     -   1.00000367  x   0.99999494  =   0.99999861
 KV3961!UTM  18      -   1.00000367  x   0.99966935  =   0.99967302
 KV3961
 KV3961|---------------------------------------------------------------------|
 KV3961| PID    Reference Object                     Distance      Geod. Az  |
 KV3961|                                                           dddmmss.s |
 KV3961| CB6430 STREET RM 1                                        07551     |
 KV3961| KV3963 GARFIELD NJ WORSTED SPIN TANK       APPROX. 0.9 KM 0923700.4 |
 KV3961| KV3946 GARFIELD HAMMERSCHLAG MFG TANK      APPROX. 0.6 KM 1402338.4 |
 KV3961| KV3952 PASSAIC TALL YELLOW CHIMNEY         APPROX. 0.7 KM 1721413.2 |
 KV3961| CB6431 STREET RM 2                                        17947     |
 KV3961| KV3936 PASSAIC GERA MILLS WATER TANK       APPROX. 0.9 KM 1813836.1 |
 KV3961| KV3941 PASSAIC GEN CHEM BLACK CHIM         APPROX. 0.9 KM 1952107.1 |
 KV3961| KV4218 PASSAIC CITY HALL SPIRE             APPROX. 1.9 KM 2323651.9 |
 KV3961| KV3966 CHURCH 1913                         APPROX. 0.7 KM 2530510.9 |
 KV3961| KV3956 PASSAIC RUSSIAN CATH CH SPIRE       APPROX. 0.6 KM 2885719.9 |
 KV3961| KV3955 ROOM                                463.929 METERS 2952011.2 |
 KV3961| KV3915 BAR                                 345.128 METERS 30822     |
 KV3961| KV3912 GARFIELD SCHOOLHOUSE CUPOLA         APPROX. 1.1 KM 3512748.0 |
 KV3961|---------------------------------------------------------------------|
 KV3961
 KV3961                          SUPERSEDED SURVEY CONTROL
 KV3961
 KV3961  NAD 83(1996)-  40 52 00.64728(N)    074 06 33.35887(W) AD(       ) 3
 KV3961  NAD 83(1996)-  40 52 00.64412(N)    074 06 33.36295(W) AD(       ) 3
 KV3961  NAD 83(1992)-  40 52 00.64398(N)    074 06 33.36320(W) AD(       ) 3
 KV3961  NAD 83(1986)-  40 52 00.65125(N)    074 06 33.37018(W) AD(       ) 3
 KV3961  NAD 27      -  40 52 00.29200(N)    074 06 34.85400(W) AD(       ) 3
 KV3961
 KV3961.Superseded values are not recommended for survey control.
 KV3961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3961.See file dsdata.txt to determine how the superseded data were derived.
 KV3961
 KV3961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7506324358(NAD 83)
 KV3961_MARKER: DS = TRIANGULATION STATION DISK
 KV3961_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV3961_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV3961
 KV3961  HISTORY     - Date     Condition        Report By
 KV3961  HISTORY     - 1913     MONUMENTED       CGS
 KV3961  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV3961
 KV3961                          STATION DESCRIPTION
 KV3961
 KV3961'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV3961'STATION IS ON THE E SIDE OF PASSAIC RIVER, ABOUT 150 METERS
 KV3961'FROM SHORE, IN THE TOWN OF GARFIELD, ON THE SUMMIT OF A HILL
 KV3961'IN THE CENTER OF A VACANT BLOCK BELONGING TO S. COLE.  THE BLOCK
 KV3961'LIES BETWEEN SUMMERSET STREET ON THE N, HUDSON STREET ON THE
 KV3961'S, AND BETWEEN CAMBRIDGE STREET ON THE E AND BLOOMINGDALE
 KV3961'AVENUE ON THE W.
 KV3961'
 KV3961'THE STATION IS MARKED BY A C. AND G.S. STANDARD BRASS DISK
 KV3961'CEMENTED IN THE TOP OF A 4-INCH TILE PIPE AND SUNK TO THE
 KV3961'GROUND LEVEL.  THE SUBSURFACE MARK IS A BURIED BOTTLE.
 KV3961'
 KV3961'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CONCRETE CONTAINED
 KV3961'IN A 4-INCH TILE PIPE, ARE PLACED RESPECTIVELY 49.90 FEET S 7
 KV3961'DEG W AND 49.25 FEET N 85 DEG E FROM THE STATION.
 KV3961
 KV3961                          STATION RECOVERY (1933)
 KV3961
 KV3961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3961'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6435 ***********************************************************************
 KV6435  DESIGNATION -  STUMP 70
 KV6435  PID         -  KV6435
 KV6435  STATE/COUNTY-  NJ/MERCER
 KV6435  USGS QUAD   -  TRENTON EAST (1981)
 KV6435
 KV6435                         *CURRENT SURVEY CONTROL
 KV6435  ___________________________________________________________________
 KV6435* NAD 83(1996)-  40 09 19.93282(N)    074 43 07.86643(W)     ADJUSTED  
 KV6435* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6435  ___________________________________________________________________
 KV6435  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 KV6435  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV6435
 KV6435  HORZ ORDER  -  THIRD
 KV6435
 KV6435.The horizontal coordinates were established by classical geodetic methods
 KV6435.and adjusted by the National Geodetic Survey in September 1999..
 KV6435.No horizontal observational check was made to the station.
 KV6435
 KV6435.The orthometric height was scaled from a topographic map.
 KV6435
 KV6435.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6435
 KV6435.The geoid height was determined by GEOID03.
 KV6435
 KV6435;                    North         East     Units Scale Factor Converg.
 KV6435;SPC NJ       -   146,805.858   131,355.730   MT  0.99990428   -0 08 28.1
 KV6435;SPC NJ       -   481,645.55    430,956.26   sFT  0.99990428   -0 08 28.1
 KV6435;SPC PA S     -    95,724.510   858,195.446   MT  0.99997270   +1 57 59.7
 KV6435;SPC PA S     -   314,056.16  2,815,596.23   sFT  0.99997270   +1 57 59.7
 KV6435;UTM  18      - 4,445,058.409   523,944.205   MT  0.99960706   +0 10 52.7
 KV6435
 KV6435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6435!SPC NJ       -   1.00000504  x   0.99990428  =   0.99990932
 KV6435!SPC PA S     -   1.00000504  x   0.99997270  =   0.99997774
 KV6435!UTM  18      -   1.00000504  x   0.99960706  =   0.99961210
 KV6435
 KV6435                          SUPERSEDED SURVEY CONTROL
 KV6435
 KV6435  NAD 83(1986)-  40 09 19.93101(N)    074 43 07.86624(W) AD(       ) 3
 KV6435
 KV6435.Superseded values are not recommended for survey control.
 KV6435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6435.See file dsdata.txt to determine how the superseded data were derived.
 KV6435
 KV6435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2394445058(NAD 83)
 KV6435_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KV6435_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KV6435_SP_SET: DRIVEN INTO GROUND
 KV6435_STAMPING: STUMP 70
 KV6435_MARK LOGO: USE   
 KV6435_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6435+SATELLITE: SATELLITE OBSERVATIONS - 1970
 KV6435
 KV6435  HISTORY     - Date     Condition        Report By
 KV6435  HISTORY     - 1970     MONUMENTED       USE
 KV6435
 KV6435                          STATION DESCRIPTION
 KV6435
 KV6435'DESCRIBED BY US ENGINEERS 1970
 KV6435'THE STATION IS LOCATED ON THE E SHORE OF THE DELAWARE RIVER NEAR THE
 KV6435'SW END OF DUCK ISLAND.
 KV6435'TO REACH STATION BY BOAT PROCEED SW FROM THE ENTRANCE OF DUCK CREEK
 KV6435'ABOUT 0.3 NAUTICAL MI TO STATION ON THE LEFT.
 KV6435'STATION MARK IS A CE CAPPED PIPE ABOUT 0.4 FT ABOVE GROUND AND IS
 KV6435'PAINTED YELLOW.
 KV6435'RM 1 IS A TRIANGLE OF NAILS ON TOP OF A PILING WHICH IS 0.6 FT ABOVE
 KV6435'THE GROUND AND IS 10.07 M (33.0 FT) S OF THE STATION.
 KV6435'RM 2 IS A TRIANGLE OF NAILS ON TOP OF A PILING ON THE OUTSIDE OF AN
 KV6435'OLD BULKHEAD AND IS 9.43 M (30.9 FT) W OF THE STATION.
 KV6435'RM 3 IS A TRIANGLE OF NAILS ON TOP OF A PILING APPROXIMATELY 2 FT
 KV6435'ABOVE GROUND AND IS 9.46 M (31.0 FT) NW OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5825 ***********************************************************************
 KV5825  DESIGNATION -  STUYVESANT
 KV5825  PID         -  KV5825
 KV5825  STATE/COUNTY-  NJ/WARREN
 KV5825  USGS QUAD   -  TRANQUILITY (1971)
 KV5825
 KV5825                         *CURRENT SURVEY CONTROL
 KV5825  ___________________________________________________________________
 KV5825* NAD 83(1996)-  40 55 37.15492(N)    074 47 36.56612(W)     ADJUSTED  
 KV5825* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 KV5825  ___________________________________________________________________
 KV5825  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 KV5825  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV5825
 KV5825  HORZ ORDER  -  FIRST
 KV5825
 KV5825.The horizontal coordinates were established by classical geodetic methods
 KV5825.and adjusted by the National Geodetic Survey in September 1999..
 KV5825
 KV5825.The orthometric height was scaled from a topographic map.
 KV5825
 KV5825.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5825
 KV5825.The geoid height was determined by GEOID03.
 KV5825
 KV5825;                    North         East     Units Scale Factor Converg.
 KV5825;SPC NJ       -   232,481.573   125,282.343   MT  0.99990752   -0 11 32.2
 KV5825;SPC NJ       -   762,733.29    411,030.49   sFT  0.99990752   -0 11 32.2
 KV5825;SPC PA S     -   181,124.029   848,972.749   MT  0.99999400   +1 55 05.4
 KV5825;SPC PA S     -   594,237.75  2,785,338.09   sFT  0.99999400   +1 55 05.4
 KV5825;UTM  18      - 4,530,672.557   517,386.914   MT  0.99960372   +0 08 07.0
 KV5825
 KV5825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5825!SPC NJ       -   0.99994544  x   0.99990752  =   0.99985296
 KV5825!SPC PA S     -   0.99994544  x   0.99999400  =   0.99993944
 KV5825!UTM  18      -   0.99994544  x   0.99960372  =   0.99954918
 KV5825
 KV5825|---------------------------------------------------------------------|
 KV5825| PID    Reference Object                     Distance      Geod. Az  |
 KV5825|                                                           dddmmss.s |
 KV5825| CB6435 STUYVESANT RM 3                       7.238 METERS 03508     |
 KV5825| KV5826 BUDDS LAKE 95 MILE TREE LOT         APPROX. 5.1 KM 1341829.6 |
 KV5825| CB6433 STUYVESANT RM 1                      14.667 METERS 16728     |
 KV5825| CB6434 STUYVESANT RM 2                      19.303 METERS 27334     |
 KV5825| CB6432 STUYVESANT AZ MK                                   3181010.4 |
 KV5825| KV5824 TRANQUILITY METH CHURCH SPIRE       APPROX. 2.3 KM 3512716.8 |
 KV5825|---------------------------------------------------------------------|
 KV5825
 KV5825                          SUPERSEDED SURVEY CONTROL
 KV5825
 KV5825  NAD 83(1986)-  40 55 37.15423(N)    074 47 36.56726(W) AD(       ) 1
 KV5825  NAD 27      -  40 55 36.80100(N)    074 47 37.97000(W) AD(       ) 1
 KV5825
 KV5825.Superseded values are not recommended for survey control.
 KV5825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5825.See file dsdata.txt to determine how the superseded data were derived.
 KV5825
 KV5825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1738730673(NAD 83)
 KV5825_MARKER: DS = TRIANGULATION STATION DISK
 KV5825_SETTING: 66 = SET IN ROCK OUTCROP
 KV5825_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5825+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 KV5825
 KV5825  HISTORY     - Date     Condition        Report By
 KV5825  HISTORY     - 1935     MONUMENTED       CGS
 KV5825  HISTORY     - 1936     GOOD             NJGS
 KV5825  HISTORY     - 1942     GOOD             CGS
 KV5825  HISTORY     - 20060512 GOOD             GEOCAC
 KV5825
 KV5825                          STATION DESCRIPTION
 KV5825
 KV5825'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5825'STATION IS ON THE HIGHEST PART OF A ROCKY RIDGE, ON THE
 KV5825'PROPERTY OF MR. A.G. STUYVESANT, ABOUT 1 MILE, AIR LINE, ENE
 KV5825'OF ALLAMUCHY.  IT IS ON A ROCKY OUTCROP, 3 PACES N OF A LARGE
 KV5825'SPLIT BOULDER WITH A 10-INCH CREVICE, 7 PACES W OF A LEANING
 KV5825'AND CROOKED FORKED ELM, 7 PACES NORTHEASTERLY OF TWIN HICKORY
 KV5825'TREES AND 2 PACES N OF A 4-INCH HICKORY WITH A TRIANGULAR BLAZE.
 KV5825'
 KV5825'STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN AN
 KV5825'OUTCROPPING ROCK AND IS STAMPED STUYVESANT 1935.
 KV5825'
 KV5825'NO UNDERGROUND OR AZIMUTH MARK WAS SET.
 KV5825'
 KV5825'REFERENCE MARK NO.1, A STANDARD DISK SET IN A DRILL HOLE IN
 KV5825'A DRILL HOLE IN A LARGE FLAT OUTCROPPING BEDROCK, IS 48.38
 KV5825'FEET (14.745 METERS) S OF THE STATION.
 KV5825'
 KV5825'REFERENCE MARK NO.2, A STANDARD DISK SET IN A DRILL HOLE IN
 KV5825'A LARGE OUTCROPPING BEDROCK, IS 63.31 FEET (19.296 METERS) W
 KV5825'OF THE STATION.
 KV5825'
 KV5825'A 40-FOOT STAND WILL CLEAR ALL LINES OBSERVED FROM THIS STATION.
 KV5825'
 KV5825'BECAUSE OF FOG NO PROMINENT OBJECTS WERE VISIBLE FROM THIS
 KV5825'STATION.
 KV5825'
 KV5825'TO REACH FROM H.C. STEVENS I.G.A. STORE IN ALLAMUCHY, GO
 KV5825'SOUTHERLY ON THE ROAD TO WATERLOO, BEARING TO THE W SIDE OF
 KV5825'A FLAGPOLE AND FOLLOWING THE ROAD AT RIGHT ANGLE TO THE
 KV5825'HACKETTSTOWN ROAD, FOR 0.25 MILE TO A CROSS ROAD AT A STONE
 KV5825'CHAPEL, ON THE RIGHT.  TURN LEFT AT THE CROSS ROAD (IMMEDIATELY
 KV5825'CROSSING A STONE BRIDGE), AND GO 0.9 MILE TO A WOOD ROAD LEFT
 KV5825'AT A 14-INCH TREE BLAZED WITH A TRIANGLE. TURN LEFT ON THE
 KV5825'WOODS ROAD AND GO 0.4 MILE TO A Y.  BEAR LEFT AT THE Y AND GO
 KV5825'0.1 MILE TO A DIM REVERSE Y WITH AN 18-INCH ELM WITH A
 KV5825'TRIANGULAR BLAZE SW OF THE INTERSECTION.  TRUCK TRAVEL STOPS
 KV5825'HERE.  FOLLOW A BLAZED TRAIL WHICH STARTS AT THE BLAZED
 KV5825'ELM AND GO SOUTHWESTERLY, SKIRTING THE S SHOULDER OF A SMALL
 KV5825'HILL FOR 15 MINUTES PACK TO THE STATION.
 KV5825
 KV5825                          STATION RECOVERY (1936)
 KV5825
 KV5825'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 KV5825'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  AN
 KV5825'ADDITIONAL REFERENCE MARK NO.3 WAS SET 23.75 FEET NE OF THE
 KV5825'STATION.  IT IS A STANDARD N.J.G.C.S. BRONZE DISK SET IN ROCK
 KV5825'OUTCROP.
 KV5825'
 KV5825'AZIMUTH MARK IS THE CHURCH STEEPLE IN THE TOWN OF TRANQUILITY.
 KV5825
 KV5825                          STATION RECOVERY (1942)
 KV5825
 KV5825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV5825'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 KV5825'CONDITION.  A DIFFERENCE WAS NOTED IN THE DISTANCE TO REFERENCE
 KV5825'MARK NO.2.  ONE NEW MARK WAS ESTABLISHED, AZIMUTH MARK 1942.
 KV5825'
 KV5825'A COMPLETE NEW DESCRIPTION FOLLOWS--
 KV5825'
 KV5825'THE STATION IS LOCATED ON THE HIGHEST PART OF A ROCKY
 KV5825'RIDGE, ABOUT 1 MILE ENE OF THE TOWN OF ALLAMUCHY, ON A LARGE
 KV5825'AREA OF ROCK OUTCROP AND ON LAND OWNED BY MR. A.G. STUYVESANT.  IT
 KV5825'IS 12 FEET N OF A LARGE SPLIT BOULDER WITH A 10-INCH CREVICE,
 KV5825'24 FEET W OF A LEANING AND CROOKED 10-INCH ELM TREE, 18 FEET
 KV5825'NE OF A TWIN HICKORY TREE AND 7 FEET N OF A 6-INCH HICKORY
 KV5825'TREE WITH A TRIANGULAR BLAZE.  IT IS STAMPED STUYVESANT 1935.
 KV5825'
 KV5825'REFERENCE MARK NO.1 IS S OF THE STATION IN A LARGE,
 KV5825'FLAT TOPPED AREA OF OUTCROPPING BEDROCK.  IT IS STAMPED
 KV5825'STUYVESANT NO.1 1935.
 KV5825'
 KV5825'REFERENCE MARK NO.2 IS W OF THE STATION IN A LARGE
 KV5825'OUTCROPPING OF BEDROCK.  IT IS STAMPED STUYVESANT NO.2 1935.
 KV5825'
 KV5825'REFERENCE MARK NO.3 IS NE OF THE STATION.  IT IS A STANDARD
 KV5825'STATE SURVEY DISK, SET IN THE SAME AREA OF OUTCROPPING BEDROCK
 KV5825'AS THE STATION.  IT IS STAMPED NO.3.
 KV5825'
 KV5825'THE AZIMUTH MARK IS ABOUT 0.75 MILE NW OF THE STATION.  IT IS
 KV5825'A STANDARD U.S.C. AND G.S. DISK SET FLUSH IN THE FLAT TOP OF A
 KV5825'1-BY 6-FOOT CONCRETE CULVERT.  IT IS 1.15 MILES NE OF THE MAIN
 KV5825'CROSS ROAD IN THE TOWN OF ALLAMUCHY, AT A POINT WHERE A POWER
 KV5825'LINE CROSSES THE HIGHWAY, 23 FEET ENE OF THE CENTER OF THE
 KV5825'HIGHWAY, AND 5 FEET ENE OF POWER LINE POLE BT 562.  IT IS
 KV5825'STAMPED STUYVESANT 1935.
 KV5825'
 KV5825'A 64-FOOT TOWER IS NEEDED TO SEE THE AZIMUTH MARK.
 KV5825'
 KV5825'TO REACH THE STATION FROM THE CROSS ROAD AT ALLAMUCHY
 KV5825'(JUNCTION WITH HACKETTSTOWN ROAD) (THE AZIMUTH MARK IS 1.15
 KV5825'MILES NE ALONG PAVED HIGHWAY FROM HERE), GO SW ON GRAVEL ROAD,
 KV5825'UPHILL, FOR 0.15 MILE TO A SMALL STONE CHURCH, TURN LEFT AND GO
 KV5825'0.9 MILE, THEN TURN LEFT AND GO 0.45 MILE, KEEP LEFT FOR 0.1
 KV5825'MILE TO A DIM Y AND TRIANGULAR BLAZES, CONTINUE STRAIGHT AHEAD
 KV5825'FOR 0.1 MILE TO A TWIN OAK TREE WITH A TRIANGULAR BLAZE, A BAR
 KV5825'UNDERNEATH AND OTHER BLAZES.  TURN LEFT AND GO UPHILL 0.1 MILE
 KV5825'TO SADDLE OF RIDGE, TURN LEFT AND CONTINUE UPHILL FOR 0.25
 KV5825'MILE TO THE HIGHEST POINT AT LARGE AREA OF OUTCROPPING BEDROCK
 KV5825'AND THE STATION.  A TRUCK CAN BE DRIVEN TO THE STATION AND
 KV5825'THE DIM ROAD TRAILS ARE WELL MARKED WITH TRIANGULAR BLAZES.
 KV5825'
 KV5825'A 50-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION SMITH 1935.
 KV5825'
 KV5825'A 50-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION POHATCONG
 KV5825'1935.
 KV5825'
 KV5825'A 50-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT STATION DANVILLE
 KV5825'2 (N.J.G.S. 1938).
 KV5825'
 KV5825'A 50-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION THOMPSON.
 KV5825'
 KV5825'A 50-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION GIBBS.
 KV5825'
 KV5825'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION STEVENS.
 KV5825'
 KV5825'A 50-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION ISLEE.
 KV5825'
 KV5825'A 50-FOOT TOWER WILL SEE A 10-FOOT LIGHT AT STATION SMITHS
 KV5825'HILL 2 (N.J.G.S. 1936).
 KV5825
 KV5825                          STATION RECOVERY (2006)
 KV5825
 KV5825'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV5825'COORDINATES ARE GOOD.  FOUND EASILY.  LOCATED RM3 (HANDHELD GPS COORDS
 KV5825'N 40 55.624 W 74 47.605) AND RM2 (HANDHELD GPS COORDS N 40 55.621 W 74
 KV5825'47.619). UNABLE TO LOCATE RM1.
 KV5825' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5308 ***********************************************************************
 KV5308  DESIGNATION -  SUGAR
 KV5308  PID         -  KV5308
 KV5308  STATE/COUNTY-  NJ/OCEAN
 KV5308  USGS QUAD   -  CASSVILLE (1971)
 KV5308
 KV5308                         *CURRENT SURVEY CONTROL
 KV5308  ___________________________________________________________________
 KV5308* NAD 83(1996)-  40 05 47.53312(N)    074 26 25.89185(W)     ADJUSTED  
 KV5308* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 KV5308  ___________________________________________________________________
 KV5308  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 KV5308  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV5308
 KV5308  HORZ ORDER  -  FIRST
 KV5308
 KV5308.The horizontal coordinates were established by classical geodetic methods
 KV5308.and adjusted by the National Geodetic Survey in September 1999..
 KV5308
 KV5308.The orthometric height was scaled from a topographic map.
 KV5308
 KV5308.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5308
 KV5308.The geoid height was determined by GEOID03.
 KV5308
 KV5308;                    North         East     Units Scale Factor Converg.
 KV5308;SPC NJ       -   140,234.069   155,071.090   MT  0.99990032   +0 02 17.9
 KV5308;SPC NJ       -   460,084.61    508,762.40   sFT  0.99990032   +0 02 17.9
 KV5308;UTM  18      - 4,438,621.935   547,689.385   MT  0.99962800   +0 21 37.3
 KV5308
 KV5308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5308!SPC NJ       -   0.99999542  x   0.99990032  =   0.99989574
 KV5308!UTM  18      -   0.99999542  x   0.99962800  =   0.99962342
 KV5308
 KV5308:                Primary Azimuth Mark                     Grid Az
 KV5308:SPC NJ       -  SUGAR AZ MK                              119 32 49.1
 KV5308:UTM  18      -  SUGAR AZ MK                              119 13 29.7
 KV5308
 KV5308|---------------------------------------------------------------------|
 KV5308| PID    Reference Object                     Distance      Geod. Az  |
 KV5308|                                                           dddmmss.s |
 KV5308| CB6436 SUGAR AZ MK                                        1193507.0 |
 KV5308| KV5303 LAKEHURST USN AIR STA HIGH TK       APPROX.12.6 KM 1234225.9 |
 KV5308| CB6438 SUGAR RM 2                           17.190 METERS 20806     |
 KV5308| CB6437 SUGAR RM 1                           15.000 METERS 32831     |
 KV5308|---------------------------------------------------------------------|
 KV5308
 KV5308                          SUPERSEDED SURVEY CONTROL
 KV5308
 KV5308  NAD 83(1986)-  40 05 47.52893(N)    074 26 25.88895(W) AD(       ) 1
 KV5308  NAD 27      -  40 05 47.12200(N)    074 26 27.34900(W) AD(       ) 1
 KV5308
 KV5308.Superseded values are not recommended for survey control.
 KV5308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5308.See file dsdata.txt to determine how the superseded data were derived.
 KV5308
 KV5308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4768938622(NAD 83)
 KV5308_MARKER: DS = TRIANGULATION STATION DISK
 KV5308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5308_STAMPING: SUGAR 1935
 KV5308_MARK LOGO: CGS   
 KV5308_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5308+STABILITY: SURFACE MOTION
 KV5308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5308+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1990
 KV5308
 KV5308  HISTORY     - Date     Condition        Report By
 KV5308  HISTORY     - 1935     MONUMENTED       CGS
 KV5308  HISTORY     - 1957     MARK NOT FOUND   LOCENG
 KV5308  HISTORY     - 19900615 GOOD             NJGS
 KV5308  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 KV5308
 KV5308                          STATION DESCRIPTION
 KV5308
 KV5308'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5308'THE STATION IS LOCATED ON THE PROPERTY OF MRS. HANNIE WILBER,
 KV5308'APPROXIMATELY 2.9 MILES WEST-SOUTHWEST OF CASSVILLE, ON A HIGH
 KV5308'SMALL HILL KNOWN AS SUGAR LOAF HILL, 5 PACES EAST BY NORTH OF
 KV5308'AN 8-INCH PINE, 8 PACES EAST OF A 8-INCH PINE WITH TRIANGULAR
 KV5308'BLAZE, AND 5 PACES WEST OF A 6-INCH PINE.  MARK PROJECTS 5 INCHES.
 KV5308'
 KV5308'REFERENCE MARK NO. 2 IS 56.40 FEET (17.190 METERS) NORTHWEST
 KV5308'OF STATION.  MARK PROJECTS 6 INCHES.
 KV5308'
 KV5308'REFERENCE MARK NO. 1 IS 49.21 FEET (15.000 METERS) SOUTH OF
 KV5308'STATION, 2 PACES EAST OF 4-INCH PINE, AND 4 PACES WEST-SOUTHWEST
 KV5308'OF A 6-INCH PINE.  MARK PROJECTS 6 INCHES.
 KV5308'
 KV5308'AZIMUTH MARK IS 0.5 MILE EAST-NORTHEAST OF STATION, 5 PACES
 KV5308'NORTH OF CENTERLINE OF HARD SURFACE ROAD, 3 PACES EAST OF
 KV5308'CULVERT.  MARK IS A STANDARD MARK SET FLUSH IN CULVERT RETAINING
 KV5308'WALL.  TO REACH AZIMUTH MARK GO DOWNHILL TO HARD SURFACED ROAD,
 KV5308'TURN LEFT AND GO 0.7 MILE TO CULVERT AND MARK.
 KV5308'
 KV5308'TO REACH STATION FROM HOTEL AND BLINKER IN CASSVILLE, GO WEST
 KV5308'TOWARD NEW EGYPT FOR 3.3 MILES TO DIM SAND ROAD RIGHT IN FRONT
 KV5308'OF 2-STORY HOUSE, HERE TURN RIGHT AND GO 0.3 MILE TO Y.  TAKE
 KV5308'RIGHT FORK AND GO .45 MILE TO AN 8-INCH PINE WITH TRIANGULAR
 KV5308'BLAZE, AND WAGON TRAIL TO RIGHT.  (POSSIBILITIES ARE THAT TRUCK
 KV5308'MAY NOT BE DRIVEN FARTHER THAN THIS POINT).  HERE TURN RIGHT
 KV5308'AND GO APPROXIMATELY 120 YARDS TO TOP OF HILL.  STATION IS ON
 KV5308'TOP OF HIGHEST POINT.
 KV5308'
 KV5308'THE DISTANCE BETWEEN MARKS COULD NOT BE MEASURED.
 KV5308'
 KV5308'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 KV5308
 KV5308                          STATION RECOVERY (1957)
 KV5308
 KV5308'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957 (LFW)
 KV5308'REPORT OF MR. L.F. WAGNER, OCEAN COUNTY ENGINEER, TOMS RIVER, N.J.,
 KV5308'DATED 9/16/57.
 KV5308'
 KV5308'AZIMUTH MARK DESTROYED DURING CONSTRUCTION OF A NEW CULVERT.
 KV5308'
 KV5308'AN AZIMUTH MARK DISK STAMPED SUGAR 1935 WAS RECEIVED 11/4/57.
 KV5308
 KV5308                          STATION RECOVERY (1990)
 KV5308
 KV5308'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV5308'THE STATION IS LOCATED IN JACKSON TOWNSHIP, ON THE PROPERTY OF STATE
 KV5308'OF NEW JERSEY, DEPARTMENT OF ENVIRONMENTAL PROTECTION, DIVISION OF
 KV5308'FISH, GAME AND WILDLIFE, BLOCK 8.01 LOT 3.01 AS RECORDED IN THE
 KV5308'JACKSON TOWNSHIP TAX MAPS.  TO REACH THE STATION FROM THE INTERSECTION
 KV5308'OF NEW EGYPT-CASSVILLE ROAD, COUNTY ROAD 528 AND THE TRENTON-CASSVILLE
 KV5308'ROAD, COUNTY ROAD 571, GO SOUTHWEST ON NEW EGYPT-CASSVILLE ROAD FOR
 KV5308'3.3 MI (5.3 KM) TO A DIM ROAD LEADING NORTH.  THE DIM ROAD IS
 KV5308'NORTHEAST OF A 1.5 STORY FRAME HOUSE, NUMBER 312.  THE ROAD IS ALSO
 KV5308'NORTH NORTHWEST OF A 2.5 STORY FRAME HOUSE, NUMBER 210 AND POLE NUMBER
 KV5308'JC 3025 JK.  TURN RIGHT AND GO 0.30 MI (0.48 KM) ON THE ROAD TO A WYE
 KV5308'FORK, BEAR TO THE RIGHT AT THE WYE AND GO ABOUT 680 M (2231.0 FT) TO A
 KV5308'BLAZED, FLAGGED PATH LEADING EAST TO THE SUMMIT OF THE HILL.  GO EAST
 KV5308'ON THE PATH FOR ABOUT 150 M (492.1 FT) , UP THE PATH TO THE TOP OF THE
 KV5308'HILL AND THE STATION SET IN THE APPROXIMATE CENTER OF THE HILL.  THE
 KV5308'STATION, SURROUNDED BY SEVERAL BLAZED PINE TREES, IS ABOUT 15 M (49.2
 KV5308'FT) NORTHEAST OF REFERENCE MARK NUMBER 1 AND SET FLUSH WITH THE
 KV5308'GROUND.
 KV5308
 KV5308                          STATION RECOVERY (1995)
 KV5308
 KV5308'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5628 ***********************************************************************
 KV5628  DESIGNATION -  SUMMER
 KV5628  PID         -  KV5628
 KV5628  STATE/COUNTY-  NJ/BURLINGTON
 KV5628  USGS QUAD   -  BRISTOL (1981)
 KV5628
 KV5628                         *CURRENT SURVEY CONTROL
 KV5628  ___________________________________________________________________
 KV5628* NAD 83(1996)-  40 07 03.41122(N)    074 48 37.38603(W)     ADJUSTED  
 KV5628* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 KV5628  ___________________________________________________________________
 KV5628  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 KV5628  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV5628
 KV5628  HORZ ORDER  -  SECOND
 KV5628
 KV5628.The horizontal coordinates were established by classical geodetic methods
 KV5628.and adjusted by the National Geodetic Survey in September 1999..
 KV5628
 KV5628.The orthometric height was scaled from a topographic map.
 KV5628
 KV5628.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5628
 KV5628.The geoid height was determined by GEOID03.
 KV5628
 KV5628;                    North         East     Units Scale Factor Converg.
 KV5628;SPC NJ       -   142,618.664   123,543.181   MT  0.99990861   -0 12 00.0
 KV5628;SPC NJ       -   467,908.07    405,324.59   sFT  0.99990861   -0 12 00.0
 KV5628;SPC PA S     -    91,252.545   850,541.640   MT  0.99997630   +1 54 25.9
 KV5628;SPC PA S     -   299,384.39  2,790,485.36   sFT  0.99997630   +1 54 25.9
 KV5628;UTM  18      - 4,440,828.608   516,157.680   MT  0.99960321   +0 07 19.8
 KV5628
 KV5628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5628!SPC NJ       -   1.00000380  x   0.99990861  =   0.99991240
 KV5628!SPC PA S     -   1.00000380  x   0.99997630  =   0.99998010
 KV5628!UTM  18      -   1.00000380  x   0.99960321  =   0.99960700
 KV5628
 KV5628|---------------------------------------------------------------------|
 KV5628| PID    Reference Object                     Distance      Geod. Az  |
 KV5628|                                                           dddmmss.s |
 KV5628| CB6440 SUMMER RM 2                          81.803 METERS 01641     |
 KV5628| CB6441 SUMMER RM 3                          22.881 METERS 01704     |
 KV5628| CB6439 SUMMER RM 1                          11.602 METERS 10231     |
 KV5628| KV5630 FLORENCE PIPE AND FOUNDRY STK       APPROX. 1.1 KM 3040017.5 |
 KV5628|---------------------------------------------------------------------|
 KV5628
 KV5628                          SUPERSEDED SURVEY CONTROL
 KV5628
 KV5628  NAD 83(1986)-  40 07 03.40991(N)    074 48 37.38715(W) AD(       ) 2
 KV5628  NAD 27      -  40 07 03.01400(N)    074 48 38.79600(W) AD(       ) 2
 KV5628
 KV5628.Superseded values are not recommended for survey control.
 KV5628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5628.See file dsdata.txt to determine how the superseded data were derived.
 KV5628
 KV5628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1615840829(NAD 83)
 KV5628_MARKER: DS = TRIANGULATION STATION DISK
 KV5628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5628_STAMPING: SUMMER 1935
 KV5628_MARK LOGO: CGS   
 KV5628_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5628+STABILITY: SURFACE MOTION
 KV5628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5628+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1990
 KV5628
 KV5628  HISTORY     - Date     Condition        Report By
 KV5628  HISTORY     - 1935     MONUMENTED       CGS
 KV5628  HISTORY     - 1975     GOOD             NGS
 KV5628  HISTORY     - 19900518 GOOD             NJGS
 KV5628
 KV5628                          STATION DESCRIPTION
 KV5628
 KV5628'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5628'AT FLORENCE, AT EXTREME S END OF SUMMER STREET, ON PROPERTY OF
 KV5628'THE FLORENCE WATER WORKS, 6.10 METERS E OF SUMMER STREET CENTER
 KV5628'LINE, 8.64 METERS SW OF W CORNER OF A PUMP HOUSE IN SW CORNER OF
 KV5628'PROPERTY.
 KV5628'
 KV5628'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 KV5628'CONCRETE AS DESCRIBED IN NOTES 1A AND 7A.
 KV5628'
 KV5628'REFERENCE MARK NO. 1 IS A STANDARD TABLET IN CONCRETE STEP S
 KV5628'OF PUMP HOUSE.  REFERENCE MARK NO. 2 IS A STANDARD TABLET
 KV5628'IN TOP OF S END OF E CURB OF SUMMER STREET.
 KV5628'
 KV5628'MAIN SCHEME STATION, INTERSECTION ONLY.  TALL SIGNAL NEEDED TO
 KV5628'BE SEEN FROM WATER AND MARSH 2.  NO AZIMUTH OBJECTS VISIBLE FROM
 KV5628'GROUND.
 KV5628'
 KV5628'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 KV5628
 KV5628                          STATION RECOVERY (1975)
 KV5628
 KV5628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KV5628'UNABLE TO MEASURE BETWEEN RMS.
 KV5628'
 KV5628'THE STATION MARK AND REFERENCE MARK ONE WERE RECOVERED IN GOOD
 KV5628'CONDITION.  REFERENCE MARK TWO WAS FOUND DESTROYED.  A NEW
 KV5628'REFERENCE MARK THREE WAS SET AT THIS DATE.  A SHORTER DISTANCE OF
 KV5628'0.005 METER OR 0.02 FOOT WAS NOTED TO REFERENCE MARK ONE.  THERE
 KV5628'IS NO SUITABLE PLACE TO SET AN AZIMUTH MARK AT THIS DATE.  THE
 KV5628'UNIDENTIFIED STACK IS TOO CLOSE TO ESTABLISH AN AZIMUTH.
 KV5628'
 KV5628'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 KV5628'
 KV5628'THE STATION IS LOCATED IN THE SOUTH PART OF FLORENCE, ABOUT 1
 KV5628'MILE SOUTHEAST OF THE PENNSYLVANIA-NEW JERSEY STATE LINE AND
 KV5628'ON PROPERTY OWNED BY THE TOWN OF FLORENCE.  IT IS AT THE FLORENCE
 KV5628'WATER PUMPING STATION.
 KV5628'
 KV5628'TO REACH FROM THE MUNICIPAL COURT BUILDING IN FLORENCE GO
 KV5628'NORTHWEST ON WEST MAIN STREET FOR 0.2 MILE TO A SIDE STREET
 KV5628'LEFT.  TURN LEFT AND GO SOUTH ON SUMMER STREET FOR 0.35 MILE
 KV5628'TO THE SOUTHWEST EDGE OF THE PUMP STATION AND THE STATION ON
 KV5628'THE LEFT ON THE OUTSIDE EDGE OF A WOVEN WIRE FENCE.
 KV5628'
 KV5628'THE STATION MARK IS A STANDARD DISK STAMPED SUMMER 1935, SET
 KV5628'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS 1-INCH BELOW
 KV5628'THE SURFACE.  IT IS 61 FEET SOUTH OF THE CENTER OF A ROAD
 KV5628'LEADING TO THE PUMP STATION, 58 FEET SOUTH OF A POWERLINE POLE
 KV5628'NUMBERED 61890FL, 21.5 FEET SOUTHEAST OF THE CENTER OF SUMMER
 KV5628'ROAD, 2.8 FEET WEST OF THE SOUTHWEST CORNER OF THE FENCE AROUND
 KV5628'THE PUMP HOUSE, AND 0.5 FEET WEST OF THE WEST SIDE OF THE
 KV5628'FENCE.
 KV5628'
 KV5628'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SUMMER NO 1 1935,
 KV5628'CEMENTED IN A DRILL HOLE IN THE SOUTH STEP OF THE PUMPING
 KV5628'HOUSE.  IT IS 38 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE
 KV5628'FENCE AROUND THE PUMP HOUSE AND 0.5 FEET SOUTH OF THE SOUTH
 KV5628'ENTRANCE.
 KV5628'
 KV5628'REFERNCE MARK 3 IS A STANDARD DISK STAMPED SUMMER 1935 NO 3
 KV5628'1975, SET IN A DRILL HOLE IN THE NORTH CURB OF A ROAD LEADING TO
 KV5628'THE PUMPING STATION, 49.5 FEET NORTHEAST OF A POWERLINE POLE
 KV5628'NUMBERED 61890FL, 22 FEET SOUTHEAST OF THE CENTER OF SUMMER ROAD,
 KV5628'15 FEET NORTHEAST OF THE CENTER OF A ROAD LEADING TO PUMP AREA
 KV5628'AND 3 FEET WEST OF A FENCE CORNER.
 KV5628'
 KV5628'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5628'IN SOUTH PART OF FLORENCE.
 KV5628
 KV5628                          STATION RECOVERY (1990)
 KV5628
 KV5628'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV5628'THE STATION IS LOCATED IN FLORENCE TOWNSHIP ON PROPERTY OWNED BY THE
 KV5628'TOWN OF FLORENCE AT THE FLORENCE WATER PUMPING STATION.  TO REACH THE
 KV5628'STATION FROM THE JUNCTION OF ROUTE U.S.  130 AND DELAWARE AVENUE, CO.
 KV5628'ROUTE 656, GO NORTHWEST ON DELAWARE AVENUE FOR 1.60 KM (1.00 MI) TO E.
 KV5628'FRONT STREET ON THE LEFT, GO WEST ON E.  FRONT STREET FOR 1.44 KM
 KV5628'(0.90 MI) TO SUMMER STREET ON THE LEFT.  TURN LEFT, GO SOUTH ON SUMMER
 KV5628'STREET FOR 0.64 KM (0.40 MI) TO THE WATER PUMPING STATION AND THE
 KV5628'STATION ON THE LEFT AT THE OUTSIDE EDGE OF A 6 FOOT (1.8 M) CHAIN LINK
 KV5628'FENCE.  THE STATION IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT,
 KV5628'SET 0.05 M (0.16 FT) BELOW THE GROUND.  THE STATION IS 6.1 M (20.0 FT)
 KV5628'EAST OF THE CENTERLINE OF SUMMER STREET, 8.64 M (28.35 FT) SOUTHWEST
 KV5628'OF THE SOUTHWEST CORNER OF A PUMP HOUSE AT THE SOUTHWEST CORNER OF THE
 KV5628'PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0669 ***********************************************************************
 KV0669  DESIGNATION -  SUMMIT
 KV0669  PID         -  KV0669
 KV0669  STATE/COUNTY-  NJ/UNION
 KV0669  USGS QUAD   -  ROSELLE (1995)
 KV0669
 KV0669                         *CURRENT SURVEY CONTROL
 KV0669  ___________________________________________________________________
 KV0669* NAD 83(1986)-  40 42 51.     (N)    074 21 34.     (W)     SCALED    
 KV0669* NAVD 88     -       116.932  (meters)     383.63   (feet)  ADJUSTED  
 KV0669  ___________________________________________________________________
 KV0669  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KV0669  DYNAMIC HT  -         116.881 (meters)     383.47  (feet)  COMP
 KV0669  MODELED GRAV-     980,189.7   (mgal)                       NAVD 88
 KV0669
 KV0669  VERT ORDER  -  SECOND    CLASS 0
 KV0669
 KV0669.The horizontal coordinates were scaled from a topographic map and have
 KV0669.an estimated accuracy of +/- 6 seconds.
 KV0669
 KV0669.The orthometric height was determined by differential leveling
 KV0669.and adjusted by the National Geodetic Survey in June 1991..
 KV0669
 KV0669.The geoid height was determined by GEOID03.
 KV0669
 KV0669.The dynamic height is computed by dividing the NAVD 88
 KV0669.geopotential number by the normal gravity value computed on the
 KV0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0669.degrees latitude (g = 980.6199 gals.).
 KV0669
 KV0669.The modeled gravity was interpolated from observed gravity values.
 KV0669
 KV0669;                    North         East    Units  Estimated Accuracy
 KV0669;SPC NJ       -   208,820.      161,880.      MT  (+/- 180 meters Scaled)
 KV0669
 KV0669                          SUPERSEDED SURVEY CONTROL
 KV0669
 KV0669  NGVD 29 (??/??/??)  117.228  (m)          384.61   (f) ADJUSTED    2 0
 KV0669
 KV0669.Superseded values are not recommended for survey control.
 KV0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0669.See file dsdata.txt to determine how the superseded data were derived.
 KV0669
 KV0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL541072(NAD 83)
 KV0669_MARKER: DB = BENCH MARK DISK
 KV0669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0669_SP_SET: STEP
 KV0669_STAMPING: SUMMIT 1935
 KV0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0669+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 KV0669
 KV0669  HISTORY     - Date     Condition        Report By
 KV0669  HISTORY     - 1935     MONUMENTED       CGS
 KV0669  HISTORY     - 1985     GOOD             USPSQD
 KV0669  HISTORY     - 20060610 GOOD             GEOCAC
 KV0669
 KV0669                          STATION DESCRIPTION
 KV0669
 KV0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0669'AT SUMMIT.
 KV0669'AT SUMMIT, UNION COUNTY, ON MORRIS AVENUE, BETWEEN MAPLE AND ELM
 KV0669'STREETS, AT THE MAIN ENTRANCE TO THE HIGH SCHOOL, AND IN THE TOP
 KV0669'OF THE SOUTHEAST END OF THE SECOND CONCRETE STEP.  A STANDARD
 KV0669'DISK, STAMPED SUMMIT 1935.
 KV0669
 KV0669                          STATION RECOVERY (1985)
 KV0669
 KV0669'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0669'THE BUILDING IS NOW THE JUNIOR HIGH SCHOOL EVEN THOUGH IT IS STILL
 KV0669'ENGRAED AS THE HIGH SCHOOL. A NEW HIGH SCHOOL WAS BUILT ABOUT ONE
 KV0669'MILE AWAY.
 KV0669
 KV0669                          STATION RECOVERY (2006)
 KV0669
 KV0669'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4815 ***********************************************************************
 KV4815  DESIGNATION -  SUMMIT CONSOL WATER CO TANK
 KV4815  PID         -  KV4815
 KV4815  STATE/COUNTY-  NJ/UNION
 KV4815  USGS QUAD   -  ROSELLE (1995)
 KV4815
 KV4815                         *CURRENT SURVEY CONTROL
 KV4815  ___________________________________________________________________
 KV4815* NAD 83(1996)-  40 41 55.18616(N)    074 22 17.50877(W)     ADJUSTED  
 KV4815* NAVD 88     -                                                        
 KV4815  ___________________________________________________________________
 KV4815  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 KV4815  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV4815
 KV4815  HORZ ORDER  -  THIRD
 KV4815
 KV4815.The horizontal coordinates were established by classical geodetic methods
 KV4815.and adjusted by the National Geodetic Survey in September 1999..
 KV4815
 KV4815
 KV4815.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4815
 KV4815.The geoid height was determined by GEOID03.
 KV4815
 KV4815;                    North         East     Units Scale Factor Converg.
 KV4815;SPC NJ       -   207,095.054   160,856.822   MT  0.99990145   +0 05 01.6
 KV4815;SPC NJ       -   679,444.36    527,744.42   sFT  0.99990145   +0 05 01.6
 KV4815;UTM  18      - 4,505,496.542   553,095.420   MT  0.99963470   +0 24 35.4
 KV4815
 KV4815                          SUPERSEDED SURVEY CONTROL
 KV4815
 KV4815  NAD 83(1996)-  40 41 55.18544(N)    074 22 17.50933(W) AD(       ) 4
 KV4815  NAD 83(1986)-  40 41 55.18364(N)    074 22 17.50582(W) AD(       ) 4
 KV4815  NAD 27      -  40 41 54.82200(N)    074 22 18.96600(W) AD(       ) 3
 KV4815
 KV4815.Superseded values are not recommended for survey control.
 KV4815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4815.See file dsdata.txt to determine how the superseded data were derived.
 KV4815
 KV4815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5309505497(NAD 83)
 KV4815_MARKER: 51 = TANK
 KV4815
 KV4815  HISTORY     - Date     Condition        Report By
 KV4815  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV4815
 KV4815                          STATION DESCRIPTION
 KV4815
 KV4815'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2837 ***********************************************************************
 JU2837  DESIGNATION -  SUNOCO
 JU2837  PID         -  JU2837
 JU2837  STATE/COUNTY-  NJ/CAPE MAY
 JU2837  USGS QUAD   -  OCEAN CITY (1994)
 JU2837
 JU2837                         *CURRENT SURVEY CONTROL
 JU2837  ___________________________________________________________________
 JU2837* NAD 83(1996)-  39 15 11.77110(N)    074 36 54.26896(W)     ADJUSTED  
 JU2837* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2837  ___________________________________________________________________
 JU2837  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 JU2837  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 JU2837
 JU2837  HORZ ORDER  -  SECOND
 JU2837
 JU2837.The horizontal coordinates were established by classical geodetic methods
 JU2837.and adjusted by the National Geodetic Survey in September 1999..
 JU2837
 JU2837.The orthometric height was scaled from a topographic map.
 JU2837
 JU2837.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2837
 JU2837.The geoid height was determined by GEOID03.
 JU2837
 JU2837;                    North         East     Units Scale Factor Converg.
 JU2837;SPC NJ       -    46,621.440   140,068.119   MT  0.99990121   -0 04 22.1
 JU2837;SPC NJ       -   152,957.17    459,540.15   sFT  0.99990121   -0 04 22.1
 JU2837;UTM  18      - 4,344,953.404   533,212.252   MT  0.99961358   +0 14 36.8
 JU2837
 JU2837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2837!SPC NJ       -   1.00000518  x   0.99990121  =   0.99990639
 JU2837!UTM  18      -   1.00000518  x   0.99961358  =   0.99961876
 JU2837
 JU2837|---------------------------------------------------------------------|
 JU2837| PID    Reference Object                     Distance      Geod. Az  |
 JU2837|                                                           dddmmss.s |
 JU2837| CB3103 SUNOCO RM 1                          32.309 METERS 04111     |
 JU2837| CB3104 SUNOCO RM 2                                        0483749.7 |
 JU2837| CB3105 SUNOCO RM 3                          58.186 METERS 09845     |
 JU2837|---------------------------------------------------------------------|
 JU2837
 JU2837                          SUPERSEDED SURVEY CONTROL
 JU2837
 JU2837  NAD 83(1986)-  39 15 11.75254(N)    074 36 54.26959(W) AD(       ) 2
 JU2837  NAD 27      -  39 15 11.33800(N)    074 36 55.70500(W) AD(       ) 2
 JU2837
 JU2837.Superseded values are not recommended for survey control.
 JU2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2837.See file dsdata.txt to determine how the superseded data were derived.
 JU2837
 JU2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3321244953(NAD 83)
 JU2837_MARKER: DS = TRIANGULATION STATION DISK
 JU2837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2837
 JU2837  HISTORY     - Date     Condition        Report By
 JU2837  HISTORY     - 1932     MONUMENTED       CGS
 JU2837  HISTORY     - 1950     MARK NOT FOUND   CGS
 JU2837  HISTORY     - 1951     MARK NOT FOUND   NJDCED
 JU2837
 JU2837                          STATION DESCRIPTION
 JU2837
 JU2837'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2837'THE STATION IS JUST W OF THE S SIDE OF BAY AVENUE, WHERE IT
 JU2837'INTERSECTS ROOSEVELT BOULEVARD, ON THE N SIDE OF ROOSEVELT
 JU2837'BOULEVARD ON THE CURVE.  IT IS 3 FEET INSIDE OF THE GUARD FENCE,
 JU2837'23.3 FEET FROM THE CENTER LINE OF THE ROAD AND 3.6 FEET W OF
 JU2837'TELEGRAPH POLE CARRYING A NUMBER OF WIRES ON THE N SIDE OF THE
 JU2837'CURVE.  FROM THIS POLE WIRES CROSS TO THE S SIDE OF THE ROAD.
 JU2837'IT IS JUST SW OF A SUNOCO GAS STATION AND BETWEEN THE GUARD RAIL
 JU2837'OF THE ROAD AND A GREASE RACK OF THE STATION.
 JU2837'
 JU2837'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2837'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU2837'
 JU2837'REFERENCE MARK NO. 2 IS ON THE E SIDE OF BAY AVENUE 0.2 MILE N
 JU2837'OF ITS INTERSECTION WITH ROOSEVELT BOULEVARD.  IT IS 8.3 FEET
 JU2837'E OF THE WOOD CURB ON THE E SIDE OF BAY AVENUE.
 JU2837'
 JU2837'REFERENCE MARK NO.1 IS 106 FEET NE OF THE STATION AND IS 98.5
 JU2837'FEET N OF ROOSEVELT BOULEVARD AND 29 FEET N OF NW CORNER OF
 JU2837'SUNOCO SERVICE STATION AND 2 FEET S OF SW CORNER OF LARGE SIGN
 JU2837'BOARD.
 JU2837'
 JU2837'REFERENCE MARK NO. 3 IS 190.90 FEET E OF THE STATION IN THE E
 JU2837'CORNER OF THE INTERSECTION OF ROOSEVELT BOULEVARD AND 8.08
 JU2837'FEET FROM THE EDGE OF ROAD TURNING N AND IS 8 FEET S OF LARGE
 JU2837'TELEPHONE POLE WITH LARGE STREET LAMP ATTACHED.
 JU2837'
 JU2837'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 JU2837
 JU2837                          STATION RECOVERY (1950)
 JU2837
 JU2837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2837'STATION AND REFERENCE MARKS WERE NOT RECOVERED AFTER A TWO-HOUR
 JU2837'SEARCH BY A TWO-MAN PARTY.  THE SUNOCO GAS STATION HAS BEEN
 JU2837'RAZED, AND THE GUARDRAIL NO LONGER EXISTS.  THE POLES REFERRED TO
 JU2837'ARE BELIEVED TO HAVE BEEN MOVED.  ACCORDING TO A LOCAL RESIDENT,
 JU2837'THE STATION SITE HAS BEEN FILLED IN AND CONSIDERABLE CHANGES
 JU2837'HAVE TAKEN PLACE.  IT IS BELIEVED THAT THE STATION HAS BEEN
 JU2837'DESTROYED DURING BULLDOZER OPERATIONS OR IS DEEPLY BURIED.
 JU2837
 JU2837                          STATION RECOVERY (1951)
 JU2837
 JU2837'RECOVERY NOTE BY NJ CONS AND ECON DEV 1951 (RGB)
 JU2837'REFERENCE MARK 3 WAS RESET 251.30 FT. E OF THE STATION, FLUSH
 JU2837'WITH THE EARTH SIDEWALK.  THE CLOCKWISE ANGLE BETWEEN REFERENCE
 JU2837'MARKS 2 (AZIMUTH MARK) AND 3 AT THE STATION IS 32 DEG 41 MIN
 JU2837'21.4 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0823 ***********************************************************************
 LY0823  DESIGNATION -  SUNRISE
 LY0823  PID         -  LY0823
 LY0823  STATE/COUNTY-  NJ/SUSSEX
 LY0823  USGS QUAD   -  BRANCHVILLE (1995)
 LY0823
 LY0823                         *CURRENT SURVEY CONTROL
 LY0823  ___________________________________________________________________
 LY0823* NAD 83(1996)-  41 13 05.12973(N)    074 43 14.12289(W)     ADJUSTED  
 LY0823* NAVD 88     -       503.748  (meters)    1652.71   (feet)  ADJUSTED  
 LY0823  ___________________________________________________________________
 LY0823  X           -   1,266,249.895 (meters)                     COMP
 LY0823  Y           -  -4,635,173.817 (meters)                     COMP
 LY0823  Z           -   4,180,982.862 (meters)                     COMP
 LY0823  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 LY0823  ELLIP HEIGHT-         471.36  (meters)          (10/23/02) GPS OBS
 LY0823  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LY0823  DYNAMIC HT  -         503.509 (meters)    1651.93  (feet)  COMP
 LY0823  MODELED GRAV-     980,132.9   (mgal)                       NAVD 88
 LY0823
 LY0823  HORZ ORDER  -  FIRST
 LY0823  VERT ORDER  -  SECOND    CLASS 0
 LY0823  ELLP ORDER  -  FOURTH    CLASS I
 LY0823
 LY0823.The horizontal coordinates were established by classical geodetic methods
 LY0823.and adjusted by the National Geodetic Survey in May 1999..
 LY0823
 LY0823.The orthometric height was determined by differential leveling
 LY0823.and adjusted by the National Geodetic Survey in June 1991..
 LY0823
 LY0823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY0823
 LY0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY0823
 LY0823.The ellipsoidal height was determined by GPS observations
 LY0823.and is referenced to NAD 83.
 LY0823
 LY0823.The geoid height was determined by GEOID03.
 LY0823
 LY0823.The dynamic height is computed by dividing the NAVD 88
 LY0823.geopotential number by the normal gravity value computed on the
 LY0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0823.degrees latitude (g = 980.6199 gals.).
 LY0823
 LY0823.The modeled gravity was interpolated from observed gravity values.
 LY0823
 LY0823;                    North         East     Units Scale Factor Converg.
 LY0823;SPC NJ       -   264,788.987   131,503.800   MT  0.99990421   -0 08 43.3
 LY0823;SPC NJ       -   868,728.53    431,442.05   sFT  0.99990421   -0 08 43.3
 LY0823;SPC PA N     -   121,206.674   853,976.775   MT  0.99996286   +2 00 14.7
 LY0823;SPC PA N     -   397,658.90  2,801,755.47   sFT  0.99996286   +2 00 14.7
 LY0823;SPC NY E     -   264,788.987   131,503.800   MT  0.99990421   -0 08 43.3
 LY0823;SPC NY E     -   868,728.53    431,442.05   sFT  0.99990421   -0 08 43.3
 LY0823;UTM  18      - 4,563,005.387   523,421.219   MT  0.99960675   +0 11 02.8
 LY0823
 LY0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY0823!SPC NJ       -   0.99992607  x   0.99990421  =   0.99983029
 LY0823!SPC PA N     -   0.99992607  x   0.99996286  =   0.99988893
 LY0823!SPC NY E     -   0.99992607  x   0.99990421  =   0.99983029
 LY0823!UTM  18      -   0.99992607  x   0.99960675  =   0.99953285
 LY0823
 LY0823|---------------------------------------------------------------------|
 LY0823| PID    Reference Object                     Distance      Geod. Az  |
 LY0823|                                                           dddmmss.s |
 LY0823| CF2639 SUNRISE RM 1                          6.428 METERS 21440     |
 LY0823| LY2624 BRANCHVILLE NORMANOCK LOT           APPROX. 5.1 KM 2285642.1 |
 LY0823| CF2640 SUNRISE RM 2                          8.654 METERS 26722     |
 LY0823|---------------------------------------------------------------------|
 LY0823
 LY0823                          SUPERSEDED SURVEY CONTROL
 LY0823
 LY0823  NAD 83(1996)-  41 13 05.12938(N)    074 43 14.12324(W) AD(       ) 1
 LY0823  NAD 83(1986)-  41 13 05.12995(N)    074 43 14.12169(W) AD(       ) 1
 LY0823  NAD 27      -  41 13 04.78400(N)    074 43 15.52900(W) AD(       ) 1
 LY0823  NAVD 88 (01/26/93)  503.75   (m)         1652.7    (f) LEVELING    3  
 LY0823  NGVD 29 (??/??/92)  503.916  (m)         1653.26   (f) ADJ UNCH    2 0
 LY0823
 LY0823.Superseded values are not recommended for survey control.
 LY0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0823.See file dsdata.txt to determine how the superseded data were derived.
 LY0823
 LY0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2342163005(NAD 83)
 LY0823_MARKER: DD = SURVEY DISK
 LY0823_SETTING: 0 = UNSPECIFIED SETTING
 LY0823_STAMPING: SUNRISE
 LY0823_MARK LOGO: CGS   
 LY0823_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY0823+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 LY0823
 LY0823  HISTORY     - Date     Condition        Report By
 LY0823  HISTORY     - 1938     MONUMENTED       NJGS
 LY0823  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LY0823  HISTORY     - 1942     GOOD             NGS
 LY0823  HISTORY     - 19900628 GOOD             NJGS
 LY0823  HISTORY     - 20030910 GOOD             AASCO
 LY0823
 LY0823                          STATION DESCRIPTION
 LY0823
 LY0823'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1938
 LY0823'STATION IS ABOUT 30 FEET W AND IN LINE WITH THE INSIDE STONE
 LY0823'PILLARS OF THE N SIDE OF THE SHELTER AND 1.5 MILES WNW OF
 LY0823'BEEMERVILLE.
 LY0823'
 LY0823'STATION MARK IS A STANDARD N.J. DEPARTMENT OF CONSERVATION
 LY0823'AND DEVELOPMENT BRONZE DISK, SET ABOUT 4 FEET ABOVE ROCK LEDGE
 LY0823'IN A MONUMENT WHICH HAS A LAID-STONE EXTERIOR, 2 BY 2 FEET AT
 LY0823'BASE AND 1 FOOT SQUARE AT TOP, AND IS ANCHORED TO LEDGE.  IT IS
 LY0823'STAMPED SUNRISE.
 LY0823'
 LY0823'REFERENCE MARK NO.1 IS SET IN OUTCROP ROCK, 21.08 FEET SW OF
 LY0823'THE STATION.  IT IS THE SAME TYPE OF DISK AS STATION MARK AND
 LY0823'IS STAMPED R.M. 1.
 LY0823'
 LY0823'REFERENCE MARK NO.2 IS SET IN OUTCROP ROCK, 28.52 FEET W OF
 LY0823'THE STATION.  IT IS THE SAME TYPE OF DISK AS STATION MARK AND IS
 LY0823'STAMPED R.M. 2.
 LY0823'
 LY0823'AZIMUTH MARK IS THE CENTER OF PEAK OF TALL STONE MONUMENT TO
 LY0823'THE N OF STATION.
 LY0823
 LY0823                          STATION RECOVERY (1942)
 LY0823
 LY0823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY0823'STATION IS ON THE SUMMIT OF SUNRISE MOUNTAIN ABOUT 1.5 MILES
 LY0823'WNW OF BEEMERVILLE.
 LY0823'
 LY0823'STATION MARK IS A STANDARD N.J. DEPARTMENT OF CONSERVATION
 LY0823'AND DEVELOPMENT GEODETIC CONTROL SURVEY DISK SET IN THE TOP OF
 LY0823'A MONUMENT WHICH HAS A LAID STONE EXTERIOR, 2 FEET SQUARE AT THE
 LY0823'BASE, 1 FOOT SQUARE AT THE TOP, 4 FEET HIGH, AND IS ANCHORED TO
 LY0823'A LEDGE OF OUTCROPPING BEDROCK.  IT IS 30 FEET SW OF THE SW
 LY0823'CORNER OF A LARGE SHELTER, 38.6 FEET WSW OF THE SE CORNER OF THE
 LY0823'SHELTER AND IS STAMPED SUNRISE.
 LY0823'
 LY0823'REFERENCE MARK NO.1 IS SW OF THE STATION.  IT IS A STANDARD
 LY0823'N.J. DEPARTMENT OF CONSERVATION AND DEVELOPMENT GEODETIC CONTROL
 LY0823'SURVEY DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS
 LY0823'STAMPED R.M. 1.
 LY0823'
 LY0823'REFERENCE MARK NO.2 IS W OF THE STATION.  IT IS A STANDARD
 LY0823'N.J. DEPARTMENT OF CONSERVATION AND DEVELOPMENT GEODETIC CONTROL
 LY0823'SURVEY DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS
 LY0823'STAMPED R.M. 2.
 LY0823'
 LY0823'THE AZIMUTH MARK FOR THE STATION IS THE NEW JERSEY STATE
 LY0823'NORMANOCK LOOKOUT TOWER, ABOUT 3 MILES SW OF THE STATION AND ON
 LY0823'THE SAME MOUNTAIN RANGE.  IT IS A 4-LEGGED STEEL STRUCTURE WITH
 LY0823'A GLASS ENCLOSED CAB ON TOP, OVERALL HEIGHT ABOUT 40 FEET.
 LY0823'
 LY0823'THE POINT OBSERVED UPON WAS THE APEX OF THE ROOF OF THE CAB.  THE
 LY0823'FIRE TOWER WAS NOT VISITED.
 LY0823'
 LY0823'TO REACH THE STATION FROM A POINT ABOUT 500 FEET S OF THE
 LY0823'KITTATINNY CLUBHOUSE ON KITTATINNY LAKE AND STATE HIGHWAY S-31,
 LY0823'GO E ON ROAD WITH SIGNS SUNRISE MOUNTAIN AND NORTH SHORE CULVERS
 LY0823'LAKE FOR 0.25 MILE, TAKE LEFT FORK AND FOLLOWING ALONG WESTERLY
 LY0823'SIDE OF MOUNTAIN FOR 4.1 MILES, HERE TURN RIGHT AND GO 0.5 MILE
 LY0823'TO PARKING AREA AND END OF ROAD.  FROM HERE FOLLOW A PATH
 LY0823'(APPALACHIAN TRAIL) TO THE E FOR ABOUT 500 FEET TO A LARGE
 LY0823'SHELTER AND STATION.
 LY0823'
 LY0823'4-FOOT STANDS WILL SEE 10-FOOT LIGHTS AT STATIONS SMITHS HILL 2
 LY0823'(N.J.G.S. 1936) AND CULVERS GAP 1881.
 LY0823
 LY0823                          STATION RECOVERY (1942)
 LY0823
 LY0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 LY0823'7.4 MI SW FROM COLESVILLE.
 LY0823'4.2 MILES SOUTHWEST ALONG THE COLESVILLE TO BEEMERVILLE
 LY0823'GRAVEL ROAD FROM THE POST OFFICE AT COLESVILLE, THENCE 1.7
 LY0823'MILES SOUTHWEST ALONG A NARROW GRAVEL ROAD, THENCE 0.7 MILE
 LY0823'NORTHWEST ALONG AN OLD ABANDONED ROAD, THENCE 0.8 MILE
 LY0823'SOUTHWEST ALONG THE APPALACHIAN TRAIL, ON TOP OF SUNRISE
 LY0823'MOUNTAIN, AT A SHELTER WHICH WAS CONSTRUCTED BY THE C.C.C.  A
 LY0823'NEW JERSEY DEPARTEMTN OF CONSERVATION AND DEVELOPMENT BRONZE
 LY0823'DISK, SET IN THE TOP OF A STONE MONUMENT WHICH IS ABOUT 4
 LY0823'FEET HIGH, 2 FEET SQUARE AT THE BOTTOM, 1 FOOT SQUARE AT THE
 LY0823'TOP, ANCHORED TO A ROCK LEDGE, AND 30 FEET WEST OF THE
 LY0823'NORTHWEST CORNER OF THE SHELTER.
 LY0823
 LY0823                          STATION RECOVERY (1990)
 LY0823
 LY0823'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 LY0823'THE STATION IS LOCATED ON THE BORDER OF SANDYSTON AND FRANKFORD
 LY0823'TOWNSHIPS IN STOKES STATE FOREST ON THE SUMMIT OF SUNRISE MOUNTAIN,
 LY0823'4.0 MI (6.4 KM) NORTH OF CULVERS LAKE AND 1.5 MI (2.4 KM) NORTHWEST
 LY0823'OF BEEMERVILLE.  TO REACH THE STATION FROM THE JUNCTION OF COUNTY
 LY0823'ROAD 636, MATTISON SCHOOL ROAD, WITH U.S. ROUTE 206 AT CULVERS GAP,
 LY0823'JUST WEST OF CULVERS LAKE, GO NORTH ON COUNTY ROAD 636 FOR 0.25 MI
 LY0823'(0.40 KM) TO SUNRISE MOUNTAIN ROAD ON THE LEFT.  TURN LEFT ON SUNRISE
 LY0823'MOUNTAIN ROAD AND GO NORTHEAST FOR 4.1 MI (6.6 KM) TO A ROAD ON THE
 LY0823'RIGHT, CRIGGER ROAD IS TO THE LEFT.  KEEP RIGHT AND GO 0.5 MI
 LY0823'(0.8 KM) TO A SMALL PARKING LOT AND THE END OF TRUCK TRAVEL.  FROM
 LY0823'THIS POINT, GO WEST ALONG A PATH, THE APPALACHIAN TRAIL, GENERALLY
 LY0823'UPHILL TO A SHELTER USED AS A FIRE LOOKOUT AND THE STATION AT THE FAR
 LY0823'END. THE STATION DISK IS SET IN A DRILL HOLE IN THE TOP OF A 4 FOOT
 LY0823'(1.2 M) HIGH STONE FACED TRUNCATED PYRMIDAL PILLAR.  A TRIVET OR AN
 LY0823'EXTENDED 9 FOOT (2.7 M) TRIPOD IS NEEDED TO OCCUPY THIS STATION.
 LY0823'REFERENCE MARK NUMBER 1 WAS RECOVERED, THE DISK IS INTACT BUT
 LY0823'SEVERELY BATTERED, NEARLY ILLEGIBLE. REFERENCE MARK NUMBER 2 WAS
 LY0823'RECOVERED, THE DISK HAS BEEN REMOVED, THE DRILL HOLE THAT IT WAS SET
 LY0823'IN WAS FOUND.  NO MEASUREMENTS WERE TAKEN AT THIS TIME.
 LY0823
 LY0823                          STATION RECOVERY (2003)
 LY0823
 LY0823'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2003 (JAL)
 LY0823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0824 ***********************************************************************
 LY0824  DESIGNATION -  SUNRISE RM 1
 LY0824  PID         -  LY0824
 LY0824  STATE/COUNTY-  NJ/SUSSEX
 LY0824  USGS QUAD   -  BRANCHVILLE (1995)
 LY0824
 LY0824                         *CURRENT SURVEY CONTROL
 LY0824  ___________________________________________________________________
 LY0824* NAD 83(1986)-  41 13 05.     (N)    074 43 14.     (W)     SCALED    
 LY0824* NAVD 88     -       501.773  (meters)    1646.23   (feet)  ADJUSTED  
 LY0824  ___________________________________________________________________
 LY0824  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LY0824  DYNAMIC HT  -         501.535 (meters)    1645.45  (feet)  COMP
 LY0824  MODELED GRAV-     980,133.0   (mgal)                       NAVD 88
 LY0824
 LY0824  VERT ORDER  -  SECOND    CLASS 0
 LY0824
 LY0824.The horizontal coordinates were scaled from a topographic map and have
 LY0824.an estimated accuracy of +/- 6 seconds.
 LY0824
 LY0824.The orthometric height was determined by differential leveling
 LY0824.and adjusted by the National Geodetic Survey in June 1991..
 LY0824
 LY0824.The geoid height was determined by GEOID03.
 LY0824
 LY0824.The dynamic height is computed by dividing the NAVD 88
 LY0824.geopotential number by the normal gravity value computed on the
 LY0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0824.degrees latitude (g = 980.6199 gals.).
 LY0824
 LY0824.The modeled gravity was interpolated from observed gravity values.
 LY0824
 LY0824;                    North         East    Units  Estimated Accuracy
 LY0824;SPC NJ       -   264,790.      131,510.      MT  (+/- 180 meters Scaled)
 LY0824
 LY0824                          SUPERSEDED SURVEY CONTROL
 LY0824
 LY0824  NGVD 29 (??/??/92)  501.941  (m)         1646.78   (f) ADJ UNCH    2 0
 LY0824
 LY0824.Superseded values are not recommended for survey control.
 LY0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0824.See file dsdata.txt to determine how the superseded data were derived.
 LY0824
 LY0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL234630(NAD 83)
 LY0824_MARKER: DB = BENCH MARK DISK
 LY0824_SETTING: 66 = SET IN ROCK OUTCROP
 LY0824_SP_SET: ROCK OUTCROP
 LY0824_STAMPING: RM 1
 LY0824_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0824+STABILITY: POSITION/ELEVATION WELL
 LY0824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY0824+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005
 LY0824
 LY0824  HISTORY     - Date     Condition        Report By
 LY0824  HISTORY     - UNK      MONUMENTED       NJDCED
 LY0824  HISTORY     - 1942     GOOD             NGS
 LY0824  HISTORY     - 20050530 GOOD             GEOCAC
 LY0824
 LY0824                          STATION DESCRIPTION
 LY0824
 LY0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0824'7.4 MI SW FROM COLESVILLE.
 LY0824'4.2 MILES SOUTHWEST ALONG THE COLESVILLE TO BEEMERVILLE GRAVEL
 LY0824'ROAD FROM THE POST OFFICE AT COLESVILLE, THENCE 1.7 MILES
 LY0824'SOUTHWEST ALONG A NARROW GRAVEL ROAD, THENCE 0.7 MILE
 LY0824'NORTHWEST ALONG AN OLD ABANDONED ROAD, THENCE 0.8 MILE SOUTHWEST
 LY0824'ALONG THE APPALACHIAN TRAIL, IN THE STOKES STATE FOREST, ON TOP
 LY0824'OF SUNRISE MOUNTAIN, AT A SHELTER WHICH WAS CONSTRUCTED BY THE
 LY0824'C.C.C.  A NEW JERSEY DEPARTMENT OF CONSERVATION AND DEVELOPMENT
 LY0824'BRONZE DISK, SET IN THE TOP OF A ROCK OUTCROP, 51.2 FEET
 LY0824'SOUTHWEST OF THE NORTHWEST CORNER OF THE SHELTER, AND 21.3
 LY0824'FEET SOUTHWEST OF SUNRISE.
 LY0824
 LY0824                          STATION RECOVERY (2005)
 LY0824
 LY0824'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 LY0824'FOUND EASLIY BY COORDINATES AND DESCRIPTION.  STATION IS SOMEWHAT
 LY0824'CORRODED, AND DIFFICULT TO READ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0825 ***********************************************************************
 LY0825  DESIGNATION -  SUNRISE RM 2
 LY0825  PID         -  LY0825
 LY0825  STATE/COUNTY-  NJ/SUSSEX
 LY0825  USGS QUAD   -  BRANCHVILLE (1995)
 LY0825
 LY0825                         *CURRENT SURVEY CONTROL
 LY0825  ___________________________________________________________________
 LY0825* NAD 83(1986)-  41 13 05.     (N)    074 43 14.     (W)     SCALED    
 LY0825* NAVD 88     -       501.418  (meters)    1645.07   (feet)  ADJUSTED  
 LY0825  ___________________________________________________________________
 LY0825  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LY0825  DYNAMIC HT  -         501.180 (meters)    1644.29  (feet)  COMP
 LY0825  MODELED GRAV-     980,133.0   (mgal)                       NAVD 88
 LY0825
 LY0825  VERT ORDER  -  SECOND    CLASS 0
 LY0825
 LY0825.The horizontal coordinates were scaled from a topographic map and have
 LY0825.an estimated accuracy of +/- 6 seconds.
 LY0825
 LY0825.The orthometric height was determined by differential leveling
 LY0825.and adjusted by the National Geodetic Survey in June 1991..
 LY0825
 LY0825.The geoid height was determined by GEOID03.
 LY0825
 LY0825.The dynamic height is computed by dividing the NAVD 88
 LY0825.geopotential number by the normal gravity value computed on the
 LY0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0825.degrees latitude (g = 980.6199 gals.).
 LY0825
 LY0825.The modeled gravity was interpolated from observed gravity values.
 LY0825
 LY0825;                    North         East    Units  Estimated Accuracy
 LY0825;SPC NJ       -   264,790.      131,510.      MT  (+/- 180 meters Scaled)
 LY0825
 LY0825                          SUPERSEDED SURVEY CONTROL
 LY0825
 LY0825  NGVD 29 (??/??/92)  501.587  (m)         1645.62   (f) ADJ UNCH    2 0
 LY0825
 LY0825.Superseded values are not recommended for survey control.
 LY0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0825.See file dsdata.txt to determine how the superseded data were derived.
 LY0825
 LY0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL234630(NAD 83)
 LY0825_MARKER: DB = BENCH MARK DISK
 LY0825_SETTING: 66 = SET IN ROCK OUTCROP
 LY0825_SP_SET: ROCK OUTCROP
 LY0825_STAMPING: RM 2
 LY0825_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0825+STABILITY: POSITION/ELEVATION WELL
 LY0825
 LY0825  HISTORY     - Date     Condition        Report By
 LY0825  HISTORY     - UNK      MONUMENTED       NJDCED
 LY0825  HISTORY     - 1942     GOOD             NGS
 LY0825  HISTORY     - 20050530 POOR             GEOCAC
 LY0825
 LY0825                          STATION DESCRIPTION
 LY0825
 LY0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0825'7.4 MI SW FROM COLESVILLE.
 LY0825'4.2 MILES SOUTHWEST ALONG THE COLESVILLE TO BEEMERVILLE GRAVEL
 LY0825'ROAD FROM THE POST OFFICE AT COLESVILLE, THENCE 1.7 MILES
 LY0825'SOUTHWEST ALONG A NARROW GRAVEL ROAD, THENCE 0.7 MILE
 LY0825'NORTHWEST ALONG AN OLD ABANDONED ROAD, THENCE 0.8 MILE
 LY0825'SOUTHWEST ALONG THE APPALACHIAN TRAIL, IN THE STOKES STATE
 LY0825'FOREST, ON TOP OF SUNRISE MOUNTAIN, AT A SHELTER WHICH WAS
 LY0825'CONSTRUCTED BY THE C.C.C.  A NEW JERSEY DEPARTMENT OF CONSERVATION
 LY0825'AND DEVELOPMENT BRONZE DISK, SET IN THE TOP OF A ROCK OUTCROP,
 LY0825'55.6 FEET WEST OF THE NORTHWEST CORNER OF THE SHELTER, AND 28.7
 LY0825'FEET WEST OF SUNRISE.
 LY0825
 LY0825                          STATION RECOVERY (2005)
 LY0825
 LY0825'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 LY0825'FOUND BY DESCRIPTION AND COORDINATES.  DISK AND STEM ARE MISSING.
 LY0825'FOUND THE HOLE, AND THE IMPRINT OF THE DISK ON THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5456 ***********************************************************************
 KV5456  DESIGNATION -  SUPER
 KV5456  PID         -  KV5456
 KV5456  STATE/COUNTY-  NJ/MIDDLESEX
 KV5456  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5456
 KV5456                         *CURRENT SURVEY CONTROL
 KV5456  ___________________________________________________________________
 KV5456* NAD 83(1996)-  40 29 30.27575(N)    074 24 46.39078(W)     ADJUSTED  
 KV5456* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV5456  ___________________________________________________________________
 KV5456  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 KV5456  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV5456
 KV5456  HORZ ORDER  -  SECOND
 KV5456
 KV5456.The horizontal coordinates were established by classical geodetic methods
 KV5456.and adjusted by the National Geodetic Survey in September 1999..
 KV5456
 KV5456.The orthometric height was scaled from a topographic map.
 KV5456
 KV5456.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5456
 KV5456.The geoid height was determined by GEOID03.
 KV5456
 KV5456;                    North         East     Units Scale Factor Converg.
 KV5456;SPC NJ       -   184,115.452   157,384.598   MT  0.99990067   +0 03 23.6
 KV5456;SPC NJ       -   604,052.11    516,352.64   sFT  0.99990067   +0 03 23.6
 KV5456;SPC NY L     -    36,180.661   264,995.886   MT  1.00001435   -0 16 12.2
 KV5456;SPC NY L     -   118,702.72    869,407.34   sFT  1.00001435   -0 16 12.2
 KV5456;UTM  18      - 4,482,503.768   549,754.643   MT  0.99963047   +0 22 52.5
 KV5456
 KV5456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5456!SPC NJ       -   1.00000520  x   0.99990067  =   0.99990586
 KV5456!SPC NY L     -   1.00000520  x   1.00001435  =   1.00001955
 KV5456!UTM  18      -   1.00000520  x   0.99963047  =   0.99963566
 KV5456
 KV5456:                Primary Azimuth Mark                     Grid Az
 KV5456:SPC NJ       -  RARITAN RIVER BEACON 10                  108 39 05.0
 KV5456:SPC NY L     -  RARITAN RIVER BEACON 10                  108 58 40.8
 KV5456:UTM  18      -  RARITAN RIVER BEACON 10                  108 19 36.1
 KV5456
 KV5456|---------------------------------------------------------------------|
 KV5456| PID    Reference Object                     Distance      Geod. Az  |
 KV5456|                                                           dddmmss.s |
 KV5456| KV5474 RARITAN RIVER BEACON 10             APPROX. 2.6 KM 1084228.6 |
 KV5456| KV5394 SAYREVILLE SAYRE BRK TALL CHIM      APPROX. 5.2 KM 1154552.6 |
 KV5456| KV5390 SAYREVILLE LADY VICT CATH CH        APPROX. 5.8 KM 1294749.3 |
 KV5456| KV5389 SAYREVILLE NJ CLAY PROD CHIM        APPROX. 6.3 KM 1374733.3 |
 KV5456| KV5343 SOUTH RIVER SPANNING MILL STK       APPROX. 5.9 KM 1450452.3 |
 KV5456| KV5461 SOUTH RIVER NATIONAL CORP CHIM      APPROX. 3.6 KM 1512914.7 |
 KV5456| KV5448 NEW BRUNSWICK PUMP STA CHIMNEY      APPROX. 0.9 KM 1794725.0 |
 KV5456| CB6444 SUPER RM 3                            6.022 METERS 20717     |
 KV5456| KV5441 NEW BRUNSWICK RICKETTS TANK         APPROX. 3.0 KM 2433241.1 |
 KV5456| KV5443 NEW BRUNSWICK GULBENK RUG TANK      APPROX. 3.6 KM 2463703.2 |
 KV5456| KV5450 NEW BRUNSWICK APLO CLOTHING TK      APPROX. 3.4 KM 2504619.9 |
 KV5456| KV5417 NEW BRUNSWICK WOM COLL CHAPEL       APPROX. 2.0 KM 2530759.2 |
 KV5456| KV5421 NEW BRUNSWICK SACRED HEART CH       APPROX. 2.6 KM 2571822.8 |
 KV5456| KV5418 NEW BRUNSWICK CADGENE DYE TANK      APPROX. 4.8 KM 2601423.4 |
 KV5456| KV5428 NEW BRUNSWICK RED SPIRE             APPROX. 2.3 KM 2623823.1 |
 KV5456| KV5415 NEW BRUNSWICK MACK TRUCK STACK      APPROX. 3.8 KM 2624904.7 |
 KV5456| KV5416 NEW BRUNSWICK MACK TRUCK TANK       APPROX. 3.8 KM 2625659.2 |
 KV5456| KV5423 NEW BRUNSWICK ME CH CUPOLA          APPROX. 2.6 KM 2743027.3 |
 KV5456| KV5422 NEW BRUNSWICK RED WOODEN TANK       APPROX. 3.4 KM 2753132.5 |
 KV5456| KV5430 NEW BRUNSWICK MIDDLES HOSP STK      APPROX. 3.2 KM 2764844.2 |
 KV5456| CB6442 SUPER RM 1                           19.432 METERS 27848     |
 KV5456| CB6443 SUPER RM 2                            6.148 METERS 35107     |
 KV5456|---------------------------------------------------------------------|
 KV5456
 KV5456                          SUPERSEDED SURVEY CONTROL
 KV5456
 KV5456  NAD 83(1996)-  40 29 30.27553(N)    074 24 46.39215(W) AD(       ) 2
 KV5456  NAD 83(1986)-  40 29 30.27749(N)    074 24 46.39293(W) AD(       ) 2
 KV5456  NAD 27      -  40 29 29.90100(N)    074 24 47.84900(W) AD(       ) 2
 KV5456
 KV5456.Superseded values are not recommended for survey control.
 KV5456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5456.See file dsdata.txt to determine how the superseded data were derived.
 KV5456
 KV5456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4975582504(NAD 83)
 KV5456_MARKER: DS = TRIANGULATION STATION DISK
 KV5456_SETTING: 0 = UNSPECIFIED SETTING
 KV5456
 KV5456  HISTORY     - Date     Condition        Report By
 KV5456  HISTORY     - 1932     MONUMENTED       CGS
 KV5456  HISTORY     - 1933     GOOD             CGS
 KV5456  HISTORY     - 1970     GOOD             NJGS
 KV5456
 KV5456                          STATION DESCRIPTION
 KV5456
 KV5456'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5456'THIS STATION IS ON THE RARITAN RIVER JUST E OF NEW BRUNSWICK,
 KV5456'ATOP THE SUPER HIGHWAY (ROUTE 25) BRIDGE JUST S OF THE
 KV5456'BRIDGE-CENTER, ON THE E SIDEWALK, IN THE THIRD BAY FROM THE S
 KV5456'END OF THE BRIDGE APPROXIMATELY ON LINE WITH THE CONCRETE
 KV5456'RAILING.  DROPT-CENTER STRIKES ON THE S BANK OF THE RIVER.
 KV5456'
 KV5456'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK STAMPED
 KV5456'SUPER-1932 CEMENTED IN A DRILL HOLE AND SET FLUSH WITH THE
 KV5456'SURFACE OF THE CONCRETE SIDEWALK.  THREE STANDARD C. AND
 KV5456'G.S. BRONZE DISK REFERENCE MARKS WERE SIMILARLY
 KV5456'PLACED.  REFERENCE MARK NO.1 IN THE W SIDEWALK, BAY DIRECTLY
 KV5456'OPPOSITE.  REFERENCE MARK NO.2 AND REFERENCE MARK NO.3 IN THE E
 KV5456'SIDEWALK TO THE N AND S RESPECTIVELY.  ADDITIONAL REFERENCE
 KV5456'MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV5456'
 KV5456'NORMAL TO BAY WALL, EASTWARD 0.86 METERS
 KV5456'
 KV5456'NORMAL TO BAY WALL, SOUTHWARD 2.18 METERS
 KV5456'
 KV5456'NORMAL TO BAY WALL, NORTHWARD 2.21 METERS
 KV5456'
 KV5456'NORMAL TO CURB EDGE, WESTWARD 2.09 METERS
 KV5456'
 KV5456'THERE IS AMPLE ROOM AND EXCELLENT FOOTING AND CLEARANCE FOR
 KV5456'CENTRAL TRIPOD SET-UPS.
 KV5456
 KV5456                          STATION RECOVERY (1933)
 KV5456
 KV5456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV5456'RECOVERED IN GOOD CONDITION., WITH THE
 KV5456'FOLLOWING ADDITIONS--
 KV5456'
 KV5456'REFERENCE MARKS NOS.2 AND 3 ARE MARKED BY SHALLOW DRILL HOLES
 KV5456'ATOP GAUGE PINS WHICH WERE CUT OFF FLUSH IN THE E SIDEWALKS, TO
 KV5456'THE N AND S RESPECTIVELY.
 KV5456
 KV5456                          STATION RECOVERY (1970)
 KV5456
 KV5456'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1970
 KV5456'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 KV5456'CONDITION.  REFERENCE MARKS 2 AND 3 WERE NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0148 ***********************************************************************
 JU0148  DESIGNATION -  SURF
 JU0148  PID         -  JU0148
 JU0148  STATE/COUNTY-  NJ/OCEAN
 JU0148  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0148
 JU0148                         *CURRENT SURVEY CONTROL
 JU0148  ___________________________________________________________________
 JU0148* NAD 83(1996)-  39 39 49.30576(N)    074 09 53.58525(W)     ADJUSTED  
 JU0148* NAVD 88     -         1.439  (meters)       4.72   (feet)  ADJUSTED  
 JU0148  ___________________________________________________________________
 JU0148  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 JU0148  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JU0148  DYNAMIC HT  -           1.438 (meters)       4.72  (feet)  COMP
 JU0148  MODELED GRAV-     980,152.8   (mgal)                       NAVD 88
 JU0148
 JU0148  HORZ ORDER  -  SECOND
 JU0148  VERT ORDER  -  FIRST     CLASS I
 JU0148
 JU0148.The horizontal coordinates were established by classical geodetic methods
 JU0148.and adjusted by the National Geodetic Survey in September 1999..
 JU0148
 JU0148.The orthometric height was determined by differential leveling
 JU0148.and adjusted by the National Geodetic Survey in June 1991..
 JU0148
 JU0148.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0148
 JU0148.The geoid height was determined by GEOID03.
 JU0148
 JU0148.The dynamic height is computed by dividing the NAVD 88
 JU0148.geopotential number by the normal gravity value computed on the
 JU0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0148.degrees latitude (g = 980.6199 gals.).
 JU0148
 JU0148.The modeled gravity was interpolated from observed gravity values.
 JU0148
 JU0148;                    North         East     Units Scale Factor Converg.
 JU0148;SPC NJ       -    92,231.514   178,753.827   MT  0.99991018   +0 12 50.0
 JU0148;SPC NJ       -   302,596.23    586,461.51   sFT  0.99991018   +0 12 50.0
 JU0148;UTM  18      - 4,390,765.083   571,634.133   MT  0.99966318   +0 31 59.0
 JU0148
 JU0148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0148!SPC NJ       -   1.00000503  x   0.99991018  =   0.99991521
 JU0148!UTM  18      -   1.00000503  x   0.99966318  =   0.99966821
 JU0148
 JU0148|---------------------------------------------------------------------|
 JU0148| PID    Reference Object                     Distance      Geod. Az  |
 JU0148|                                                           dddmmss.s |
 JU0148| JU0149 SURF RM 1                            41.470 METERS 11621     |
 JU0148| JU0144 SURF RM 3                            14.630 METERS 20435     |
 JU0148| JU2678 SHIP BOTTOM MUN STANDPIPE           APPROX. 2.6 KM 2131700.1 |
 JU0148| CB3106 SURF RM 2 AZIMUTH                    15.381 METERS 22718     |
 JU0148| JU2680 LITTLE EGG WATERWAY LIGHT 28        APPROX. 4.3 KM 2334434.5 |
 JU0148| JU2676 LITTLE EGG WATERWAY LIGHT 21        APPROX. 3.8 KM 2591401.9 |
 JU0148| JU0147 P 7                                  13.765 METERS 27451     |
 JU0148| JU2682 SURF CITY STANDPIPE                  20.390 METERS 28534     |
 JU0148| JU2695 LITTLE EGG WATERWAY LIGHT 10        APPROX. 1.4 KM 3190647.9 |
 JU0148| JU2643 BARNEGAT WATER TANK                 APPROX.11.3 KM 3343512.5 |
 JU0148|---------------------------------------------------------------------|
 JU0148
 JU0148                          SUPERSEDED SURVEY CONTROL
 JU0148
 JU0148  NAD 83(1986)-  39 39 49.29613(N)    074 09 53.57951(W) AD(       ) 2
 JU0148  NAD 27      -  39 39 48.86360(N)    074 09 55.08830(W) AD(       ) 2
 JU0148  NGVD 29 (??/??/??)    1.821  (m)            5.97   (f) ADJUSTED    1 1
 JU0148
 JU0148.Superseded values are not recommended for survey control.
 JU0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0148.See file dsdata.txt to determine how the superseded data were derived.
 JU0148
 JU0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7163490765(NAD 83)
 JU0148_MARKER: DS = TRIANGULATION STATION DISK
 JU0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0148_SP_SET: CONCRETE POST
 JU0148_STAMPING: SURF 1932
 JU0148_MARK LOGO: CGS   
 JU0148_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0148+STABILITY: SURFACE MOTION
 JU0148
 JU0148  HISTORY     - Date     Condition        Report By
 JU0148  HISTORY     - 1932     MONUMENTED       CGS
 JU0148  HISTORY     - 1936     GOOD             NJGS
 JU0148  HISTORY     - 1945     GOOD             NJSFC
 JU0148  HISTORY     - 1950     GOOD             CGS
 JU0148  HISTORY     - 1962     GOOD             CGS
 JU0148  HISTORY     - 1962     GOOD             CGS
 JU0148  HISTORY     - 1964     GOOD             CGS
 JU0148  HISTORY     - 1974     GOOD             NGS
 JU0148  HISTORY     - 1974     GOOD             NGS
 JU0148  HISTORY     - 1984     GOOD             USPSQD
 JU0148  HISTORY     - 1987     GOOD             AEROS
 JU0148  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0148  HISTORY     - 19900810 MARK NOT FOUND   NJGS
 JU0148
 JU0148                          STATION DESCRIPTION
 JU0148
 JU0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU0148'STATION IS ABOUT 50 FEET W OF LONG BEACH BOULEVARD NEAR THE SURF
 JU0148'CITY WATER TANK.  IT IS 25.3 FEET NE OF THE LARGE BOLT IN THE E
 JU0148'FOOTING OF THE WATER TANK, 28 FEET S OF THE S SIDE OF THE GRAVEL,
 JU0148'21.7 FEET NW OF THE N CORNER OF A STUCCO GARAGE.
 JU0148'
 JU0148'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU0148'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11C.
 JU0148'
 JU0148'REFERENCE MARK NO.1 IS 136.20 FEET E OF THE STATION IN THE
 JU0148'SE CORNER OF THE INTERSECTION OF LONG BEACH BOULEVARD AND THE
 JU0148'STREET PAST THE WATER TANK.  IT IS SET IN THE SIDEWALK.  IT IS
 JU0148'2 FEET IN FROM THE W EDGE OF THE BOULEVARD SIDEWALK AND 3 FEET
 JU0148'S OF N EDGE.  REFERENCE MARK NO.2 IS IN THE SIDEWALK AT THE NE
 JU0148'CORNER OF THE INTERSECTION OF LONG BEACH BOULEVARD AND N EIGHTH
 JU0148'STREET.  IT IS ON THE SAME SIDE AND CORNER AS THE SURF CITY
 JU0148'HOTEL.  IT IS 1.6 FEET FROM THE OUTER EDGE OF THE CURB ON THE
 JU0148'BOULEVARD AND 9.7 FEET FROM THE SW CORNER OF THE FOUNDATION
 JU0148'OF THE SURF CITY HOTEL.  REFERENCE MARK NO.3 IS 48 FEET SW OF
 JU0148'THE STATION IN THE S FOOTING OF THE SURF CITY WATER TANK JUST
 JU0148'OUTSIDE THE LEG.
 JU0148'
 JU0148'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 JU0148
 JU0148                          STATION RECOVERY (1936)
 JU0148
 JU0148'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 JU0148'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 JU0148'AZIMUTH MARK, ORIGINALLY DESCRIBED AS REFERENCE MARK NO.2,
 JU0148'SHOULD APPEAR AS REFERENCE MARK NO.3.  REFERENCE MARK NO.3 IN
 JU0148'ORIGINAL DESCRIPTION SHOULD BE REFERENCE MARK NO.2.
 JU0148'
 JU0148'THE SURF CITY WATER TANK HAS BEEN REMOVED.
 JU0148
 JU0148                          STATION RECOVERY (1945)
 JU0148
 JU0148'RECOVERY NOTE BY NEW JERSEY SHELL FISHERIES COMMISSION 1945 (JHB)
 JU0148'STATION MARKS RECOVERED AS DESCRIBED.  OTHER MARKS NOT SEARCHED
 JU0148'FOR WITH THE EXCEPTION THAT THE WATER HAS BEEN REPLACED BY
 JU0148'A STAND PIPE.
 JU0148
 JU0148                          STATION RECOVERY (1950)
 JU0148
 JU0148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU0148'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU0148'ORIGINAL DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 JU0148'
 JU0148'STATION IS LOCATED NEAR THE SURF CITY STANDPIPE, 110.0 FEET W
 JU0148'OF THE CENTER LINE OF LONG BEACH BOULEVARD, 34.0 FEET S OF THE
 JU0148'CENTER LINE OF FOURTEENTH STREET, 58.78 FEET ENE OF THE E EDGE
 JU0148'OF THE STANDPIPE, AND APPROXIMATELY 6 INCHES BELOW THE SURFACE
 JU0148'OF THE GRAVEL DRIVEWAY LEADING FROM FOURTEENTH STREET TO THE
 JU0148'STANDPIPE.
 JU0148'
 JU0148'REFERENCE MARK 1 IS 136.20 FEET E OF THE STATION IN THE SE
 JU0148'CORNER OF THE INTERSECTION OF LONG BEACH BOULEVARD AND
 JU0148'FOURTEENTH STREET.
 JU0148'
 JU0148'REFERENCE MARK 2 (ORIGINALLY DESCRIBED AS REFERENCE MARK 3) IS
 JU0148'SW OF THE STATION, IN THE S FOOTING OF THE DISMANTLED WATER
 JU0148'TANK.  THE DISTANCE IS 50.44 FEET AND NOT 48.00 FEET.
 JU0148'
 JU0148'REFERENCE MARK 3 (AZIMUTH MARK) IS IN THE SIDEWALK AT THE NE
 JU0148'CORNER OF THE INTERSECTION NEAR THE SURF CITY HOTEL, 1.6 FEET E
 JU0148'OF THE OUTER EDGE OF THE CURB ON THE BOULEVARD, AND 9.7 FEET SW
 JU0148'OF THE SW CORNER OF THE HOTEL.
 JU0148
 JU0148                          STATION RECOVERY (1962)
 JU0148
 JU0148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU0148'THE STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  THE
 JU0148'DISTANCE AND DIRECTION TO REFERENCE MARK 2 DID NOT CHECK.  THE
 JU0148'DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED.  THE DIRECTION
 JU0148'TO REFERENCE MARK 3 DID NOT CHECK.
 JU0148'
 JU0148'THE SURF CITY WATER TANK HAS BEEN REMOVED AND THE STATION IS
 JU0148'NOW INSIDE A CYCLONE FENCE.
 JU0148'
 JU0148'A NEW DESCRIPTION FOLLOWS--
 JU0148'
 JU0148'THE STATION IS AT THE SITE OF A NEW SURF CITY STANDPIPE AND IS
 JU0148'ON CITY PROPERTY.  IT IS 55 FEET NORTHEAST OF THE NORTHEAST
 JU0148'CORNER OF A PUMP HOUSE BUILDING, 35 FEET SOUTHWEST OF THE
 JU0148'CENTERLINE OF 14TH. STREET, 21 FEET WEST OF THE NORTHEAST CORNER
 JU0148'OF A CYCLONE FENCE, 11 FEET SOUTHEAST OF A WITNESS POST AND 5.7
 JU0148'FEET SOUTHWEST OF A CYCLONE FENCE.  THE MONUMENT IS 4 INCHES
 JU0148'UNDERGROUND AND THE DISK IS STAMPED SURF 1932.  NOTES 1A 7A.
 JU0148'
 JU0148'REFERENCE MARK 1 IS 21 FEET SOUTHWEST OF THE CENTERLINE OF
 JU0148'14TH. STREET, 43 FEET SOUTHWEST OF A FIRE HYDRANT, 2.7 FEET
 JU0148'SOUTH OF A CONCRETE CURB AND 25 FEET SOUTHEAST OF THE CENTERLINE
 JU0148'OF LONG BEACH BOULEVARD.  IT IS CEMENTED IN A DRILL HOLE IN THE
 JU0148'SIDEWALK ON THE SOUTHEAST SIDE OF LONG BEACH BOULEVARD.  THE DISK
 JU0148'IS STAMPED SURF NO 1 1932.
 JU0148'
 JU0148'REFERENCE MARK 2 IS 54.4 FEET SOUTHWEST OF THE WITNESS POST,
 JU0148'51 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF THE STANDPIPE AND 5
 JU0148'FEET EAST OF THE NORTHEAST CORNER OF THE PUMP HOUSE.  IT IS SET
 JU0148'FLUSH IN A DRILL HOLE IN THE OLD CONCRETE FOOTING OF THE WATER
 JU0148'TANK AND IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED SURF
 JU0148'NO 2 1932.
 JU0148'
 JU0148'REFERENCE MARK 3 IS SET FLUSH IN A DRILL HOLE IN THE SIDEWALK
 JU0148'NORTHEAST OF THE INTERSECTION OF LONG BEACH BOULEVARD AND
 JU0148'8TH. STREET.  IT IS 55 FEET SOUTHWEST OF THE WEST ENTRANCE TO
 JU0148'A BAR AND RESTAURANT, 32 FEET NORTHEAST OF THE CENTERLINE OF
 JU0148'8TH. STREET, 3 FEET NORTHEAST OF A POWER POLE, 9.7 FEET SOUTHWEST
 JU0148'OF THE SOUTHWEST CORNER OF THE BAR AND RESTAURANT BUILDING AND
 JU0148'1.6 FEET SOUTHEAST OF A SOUTHEAST CURB.  THE DISK IS STAMPED
 JU0148'SURF NO 3 1932.
 JU0148'
 JU0148'BENCH MARK P 7 IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 JU0148'DISK STAMPED P 7 1930, SET FLUSH IN A DRILL HOLE IN THE NORTH
 JU0148'FOOTING OF THE OLD WATER TANK AND IS FLUSH WITH THE GROUND.  IT
 JU0148'IS 40.6 FEET SOUTHWEST OF THE WITNESS POST, 39 FEET NORTH OF
 JU0148'THE NORTHEAST CORNER OF THE PUMP HOUSE, 27 FEET SOUTHWEST OF THE
 JU0148'CYCLONE FENCE AND 16 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF
 JU0148'THE STANDPIPE.
 JU0148'
 JU0148'TO REACH REFERENCE MARK 3 FROM THE STATION, GO SOUTHWEST ON
 JU0148'LONG BEACH BOULEVARD FOR 0.3 MILE TO 8TH. STREET AND THE MARK
 JU0148'ON THE LEFT.
 JU0148'
 JU0148'HEIGHT OF LIGHT ABOVE STATION MARK 82 METERS.
 JU0148
 JU0148                          STATION RECOVERY (1962)
 JU0148
 JU0148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU0148'RECOVERED ALL MARKS IN GOOD CONDITION, AS DESCRIBED IN 1950, WITH
 JU0148'THE FOLLOWING ADDITION.
 JU0148'
 JU0148'THE STATION MARK IS INSIDE THE WOVEN-WIRE FENCE AROUND THE SURF
 JU0148'CITY WATER DEPARTMENT BUILDINGS AND STANDPIPE.  IT IS 15.1 FEET
 JU0148'WEST OF THE EAST GATEPOST AND 5.9 FEET SOUTHWEST OF THE WEST
 JU0148'GATEPOST OF THE ENTRANCE.
 JU0148'
 JU0148'RM 3 (AZIMUTH MARK) IS AS DESCRIBED AND 2.6 FEET NORTHEAST OF A
 JU0148'POWER POLE BEARING A STREETLIGHT.
 JU0148
 JU0148                          STATION RECOVERY (1964)
 JU0148
 JU0148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0148'AT SURF CITY.
 JU0148'ON LONG BEACH ISLAND, AT SURF CITY, 0.15 MILE NORTHEAST ALONG LONG
 JU0148'BEACH BOULEVARD FROM THE SURF CITY BOROUGH HALL, ON CITY PROPERTY,
 JU0148'88.3 FEET NORTHWEST OF THE NORTHWEST CURB OF LONG BEACH BOULEVARD,
 JU0148'36.8 FEET SOUTHWEST OF THE CENTER LINE OF 14TH STREET, 55.0 FEET
 JU0148'EAST-NORTHEAST OF THE EAST CORNER OF THE PUMP HOUSE, 21.5 FEET
 JU0148'WEST-NORTHWEST OF THE EAST CORNER OF CYCLONE FENCE AROUND
 JU0148'STANDPIPE, 45.6 FEET EAST OF BENCH MARK P 7 DESCRIBED, 10.7 FEET
 JU0148'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH 14TH STREET AND
 JU0148'SET IN THE TOP OF A CONCRETE POST ABOUT 0.5 FOOT UNDERGROUND.
 JU0148
 JU0148                          STATION RECOVERY (1974)
 JU0148
 JU0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU0148'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 JU0148'CONDITION AS DESCRIBED IN THE 1932 DESCRIPTION.
 JU0148'
 JU0148'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU0148'IN SURF CITY.
 JU0148
 JU0148                          STATION RECOVERY (1974)
 JU0148
 JU0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JU0148'RECOVERED IN GOOD CONDITION.
 JU0148
 JU0148                          STATION RECOVERY (1984)
 JU0148
 JU0148'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 JU0148'STATION FOUND GOOD.
 JU0148'STATION, RM 1 AND RM 2 AND RM 3 RECOVERED IN GOOD CONDITION.
 JU0148'
 JU0148'BENCH MARK P7 NOT RECOVERED.  TOWN USES THIS AREA FOR ASPHALT STORAGE
 JU0148'AND IT IS PROBABLY BURIED UNDER HARDENED ASPHALT.
 JU0148
 JU0148                          STATION RECOVERY (1987)
 JU0148
 JU0148'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (JKP)
 JU0148'THE STATION WAS RECOVERED AT THIS DATE.
 JU0148'STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 JU0148'STATION IS LOCATED 1.8 METERS (6 FEET) SOUTH FROM THE NORTH FENCE
 JU0148'AROUND A WATER WORKS YARD, 1.8 METERS (6 FEET) SOUTH-SOUTHWEST FROM
 JU0148'THE WEST GATE POST, 0.3 METERS (1 FEET) NORTH FROM A CARSONITE
 JU0148'WITNESS POST.  STATION IS RECESSED 30 CM BELOW THE SURFACE OF A
 JU0148'GRAVEL PARKING AREA.  NOTE--A GATE TO ACCESS THIS STATION IS LOCATED
 JU0148'30 METERS (100 FEET) WEST FROM THE CENTERLINE OF LONG BEACH
 JU0148'BOULEVARD.  GATE HAS AN UNLOCKED LOCK.  SEE WATERWORKS FOREMAN FOR
 JU0148'DAYLIGHT ACCESS.
 JU0148
 JU0148                          STATION RECOVERY (1987)
 JU0148
 JU0148'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0148'MARK NOT FOUND.
 JU0148
 JU0148                          STATION RECOVERY (1990)
 JU0148
 JU0148'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0148'THE STATION WAS SEARCHED FOR AND NOT FOUND, ACCORDING TO MR. EMIL O.
 JU0148'TUM SUDEN, BOROUGH SUPERINTENDENT OF THE SURF CITY WATER COMPANY, THE
 JU0148'MARK WAS REMOVED BY A CONTRACTOR DOING WORK ON THE PROPERTY FOR THE
 JU0148'PURPOSE OF INSTALLING AN UNDERGROUND PIPE.  HE ALSO STATED THAT THE
 JU0148'DISK WAS HANDED OVER TO THE BOROUGH ENGINEER.  SURF RM 2 WAS
 JU0148'RECOVERED AT THIS TIME AND WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2682 ***********************************************************************
 JU2682  DESIGNATION -  SURF CITY STANDPIPE
 JU2682  PID         -  JU2682
 JU2682  STATE/COUNTY-  NJ/OCEAN
 JU2682  USGS QUAD   -  SHIP BOTTOM (1972)
 JU2682
 JU2682                         *CURRENT SURVEY CONTROL
 JU2682  ___________________________________________________________________
 JU2682* NAD 83(1996)-  39 39 49.48312(N)    074 09 54.40932(W)     ADJUSTED  
 JU2682* NAVD 88     -                                                        
 JU2682  ___________________________________________________________________
 JU2682  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 JU2682  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JU2682
 JU2682  HORZ ORDER  -  THIRD
 JU2682
 JU2682.The horizontal coordinates were established by classical geodetic methods
 JU2682.and adjusted by the National Geodetic Survey in September 1999..
 JU2682
 JU2682
 JU2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2682
 JU2682.The geoid height was determined by GEOID03.
 JU2682
 JU2682;                    North         East     Units Scale Factor Converg.
 JU2682;SPC NJ       -    92,236.910   178,734.166   MT  0.99991016   +0 12 49.5
 JU2682;SPC NJ       -   302,613.93    586,397.01   sFT  0.99991016   +0 12 49.5
 JU2682;UTM  18      - 4,390,770.368   571,614.447   MT  0.99966314   +0 31 58.5
 JU2682
 JU2682                          SUPERSEDED SURVEY CONTROL
 JU2682
 JU2682  NAD 83(1986)-  39 39 49.47311(N)    074 09 54.40370(W) AD(       ) 4
 JU2682  NAD 27      -  39 39 49.04100(N)    074 09 55.91200(W) AD(       ) 3
 JU2682
 JU2682.Superseded values are not recommended for survey control.
 JU2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2682.See file dsdata.txt to determine how the superseded data were derived.
 JU2682
 JU2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ7161490770(NAD 83)
 JU2682_MARKER: 52 = STANDPIPE TANK
 JU2682
 JU2682  HISTORY     - Date     Condition        Report By
 JU2682  HISTORY     - 1950     FIRST OBSERVED   CGS
 JU2682  HISTORY     - 1951     GOOD             NJSFC
 JU2682  HISTORY     - 1962     GOOD             CGS
 JU2682  HISTORY     - 1967     GOOD             CGS
 JU2682  HISTORY     - 1984     GOOD             USPSQD
 JU2682
 JU2682                          STATION DESCRIPTION
 JU2682
 JU2682'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2682'STATION IS LOCATED ON LONG BEACH ISLAND, IN SURF CITY, 53 FEET S
 JU2682'OF THE CENTER OF FOURTEENTH STREET, AND 175 FEET W OF THE CENTER
 JU2682'OF LONG BEACH BOULEVARD.  IT IS AN INTERSECTION STATION.
 JU2682'
 JU2682'STATION IS THE CENTER OF THE BALL ATOP THE STANDPIPE WHICH IS 16
 JU2682'FEET IN DIAMETER AND 122 FEET HIGH.
 JU2682
 JU2682                          STATION RECOVERY (1951)
 JU2682
 JU2682'RECOVERY NOTE BY NEW JERSEY SHELL FISHERIES COMMISSION 1951 (LAH)
 JU2682'STATION IS A GRAY COLORED STANDPIPE ABOUT 100 FEET HIGH, LOCATED
 JU2682'ON THE S SIDE OF FOURTEENTH STREET BETWEEN LONGBEACH BOULEVARD
 JU2682'AND CENTRAL AVENUE, IN SURF CITY.  THIS REPLACES THE BLACK
 JU2682'WOODEN WATER TANK.
 JU2682
 JU2682                          STATION RECOVERY (1962)
 JU2682
 JU2682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2682'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED.  THE TRAVERSE
 JU2682'DISTANCE CHECKED.
 JU2682'
 JU2682'IT IS 66.9 FEET AND 20.39 METERS.
 JU2682
 JU2682                          STATION RECOVERY (1967)
 JU2682
 JU2682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GMW)
 JU2682'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JU2682'
 JU2682'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2682'IN DOWNTOWN SURF CITY.
 JU2682
 JU2682                          STATION RECOVERY (1984)
 JU2682
 JU2682'RECOVERY NOTE BY US POWER SQUADRON 1984 (AWT)
 JU2682'STATION FOUND GOOD.
 JU2682'
 JU2682'RECOVERED AS DESCRIBED EXCEPT STANDPIPE IS NOW PAINTED VERY PALE
 JU2682'GREEN WITH THE LEGEND SURF CITY PAINTED VERTICALLY IN BLACK ON THE
 JU2682'SIDE.
 JU2682'
 JU2682'HORIZONTAL DATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0146 ***********************************************************************
 JU0146  DESIGNATION -  SURF RM 2
 JU0146  PID         -  JU0146
 JU0146  STATE/COUNTY-  NJ/OCEAN
 JU0146  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0146
 JU0146                         *CURRENT SURVEY CONTROL
 JU0146  ___________________________________________________________________
 JU0146* NAD 83(1986)-  39 39 48.     (N)    074 09 54.     (W)     SCALED    
 JU0146* NAVD 88     -         1.637  (meters)       5.37   (feet)  ADJUSTED  
 JU0146  ___________________________________________________________________
 JU0146  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JU0146  DYNAMIC HT  -           1.636 (meters)       5.37  (feet)  COMP
 JU0146  MODELED GRAV-     980,152.8   (mgal)                       NAVD 88
 JU0146
 JU0146  VERT ORDER  -  FIRST     CLASS I
 JU0146
 JU0146.The horizontal coordinates were scaled from a topographic map and have
 JU0146.an estimated accuracy of +/- 6 seconds.
 JU0146
 JU0146.The orthometric height was determined by differential leveling
 JU0146.and adjusted by the National Geodetic Survey in June 1991..
 JU0146
 JU0146.The geoid height was determined by GEOID03.
 JU0146
 JU0146.The dynamic height is computed by dividing the NAVD 88
 JU0146.geopotential number by the normal gravity value computed on the
 JU0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0146.degrees latitude (g = 980.6199 gals.).
 JU0146
 JU0146.The modeled gravity was interpolated from observed gravity values.
 JU0146
 JU0146;                    North         East    Units  Estimated Accuracy
 JU0146;SPC NJ       -    92,190.      178,740.      MT  (+/- 180 meters Scaled)
 JU0146
 JU0146                          SUPERSEDED SURVEY CONTROL
 JU0146
 JU0146  NGVD 29 (??/??/??)    2.020  (m)            6.63   (f) ADJUSTED    1 1
 JU0146
 JU0146.Superseded values are not recommended for survey control.
 JU0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0146.See file dsdata.txt to determine how the superseded data were derived.
 JU0146
 JU0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ716907(NAD 83)
 JU0146_MARKER: DR = REFERENCE MARK DISK
 JU0146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0146_SP_SET: WATER TOWER BASE
 JU0146_STAMPING: SURF NO 2 1932
 JU0146_MARK LOGO: CGS   
 JU0146_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0146+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 JU0146
 JU0146  HISTORY     - Date     Condition        Report By
 JU0146  HISTORY     - 1932     MONUMENTED       CGS
 JU0146  HISTORY     - 1964     GOOD             CGS
 JU0146  HISTORY     - 1974     GOOD             NGS
 JU0146  HISTORY     - 20010606 GOOD             NJGS
 JU0146  HISTORY     - 20060421 GOOD             GEOCAC
 JU0146
 JU0146                          STATION DESCRIPTION
 JU0146
 JU0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0146'AT SURF CITY.
 JU0146'ON LONG BEACH ISLAND, AT SURF CITY, 0.15 MILE NORTHEAST ALONG
 JU0146'LONG BEACH BOULEVARD FROM THE SURF CITY BOROUGH HALL, ON CITY
 JU0146'PROPERTY AT THE SIGHT OF THE SURF CITY STANDPIPE, IN-SIDE OF A
 JU0146'CYCLONE FENCE WHICH SURROUNDS THE STANDPIPE, 101.3 FEET NORTHWEST
 JU0146'OF THE NORTHWEST CURB OF LONG BEACH BOULEVARD, 86 FEET SOUTHWEST
 JU0146'OF THE CENTER LINE 14TH STREET, 51 FEET SOUTH OF THE SOUTH SIDE
 JU0146'OF THE STANDPIPE, 34 FEET NORTHWEST OF THE SOUTHEAST SIDE OF
 JU0146'THE FENCE, 64.2 FEET WEST OF THE EAST CORNER OF THE FENCE, 50.5
 JU0146'FEET SOUTHWEST OF STATION SURF DESCRIBED, 38.8 FEET SOUTH OF
 JU0146'BENCH MARK P 7 DESCRIBED, ABOUT LEVEL WITH THE GROUND AND SET IN
 JU0146'THE TOP AT THE SOUTH CORNER OF THE SOUTH ONE OF SEVERAL CONCRETE
 JU0146'BASES WHICH AT ONE TIME SUPPORTED A WATER TOWER.
 JU0146
 JU0146                          STATION RECOVERY (1974)
 JU0146
 JU0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JU0146'RECOVERED IN GOOD CONDITION.
 JU0146
 JU0146                          STATION RECOVERY (2001)
 JU0146
 JU0146'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0146'RECOVERED AS DESCRIBED WITH A NEW DESCRIPTION TO FOLLOW.  THE STATION
 JU0146'IS LOCATED IN BOROUGH OF SURF CITY ON THE GROUNDS OF THE SURF CITY
 JU0146'DEPARTMENT OF PUBLIC WORKS WATER FACILITY.  TO REACH THE STATION FROM
 JU0146'THE INTERSECTION OF THE WESTBOUND LANES OF STATE ROUTE 72 AND LONG
 JU0146'BEACH BOULEVARD IN THE BOROUGH OF SHIP BOTTOM, GO NORTHEAST ON LONG
 JU0146'BEACH BOULEVARD FOR 1.15 MI (1.85 KM) TO THE INTERSECTION WITH 13TH
 JU0146'STREET.  TURN LEFT AND GO NORTHWEST ON 13TH STREET FOR ABOUT 30 M
 JU0146'(98.4 FT) TO THE ENTRANCE GATE LEADING TO THE SURF CITY DEPARTMENT OF
 JU0146'PUBLIC WORKS WATER FACILITY ON THE RIGHT.  PASS THROUGH THE GATE AND
 JU0146'GO EAST ACROSS THE YARD TO THE STATION ON THE LEFT, SET FLUSH IN A
 JU0146'DRILL HOLE IN THE TOP OF THE SOUTH ONE OF SEVERAL CONCRETE BASES THAT
 JU0146'ONCE SUPPORTED A WATER TOWER.  THE STATION IS 1.7 M (5.6 FT) EAST FROM
 JU0146'THE EAST CORNER OF A ONE STORY FRAME BUILDING, SURF CITY BLDG NO.  7,
 JU0146'WITH WITNESS SIGN ATTACHED NEAR THE ENTRANCE DOOR, 10.4 M (34.1 FT)
 JU0146'WEST FROM THE SOUTH CORNER OF A ONE STORY BLOCK GARAGE, SURF CITY BLDG
 JU0146'NO.  19, 8.4 M (27.6 FT) SOUTH FROM THE WEST CORNER OF THE SAME
 JU0146'BUILDING, 13.4 M (44.0 FT) WEST FROM THE WEST CORNER OF A ONE STORY
 JU0146'FRAME BUILDING, SURF CITY BLDG NO.  9, 20.0 M (65.6 FT) WEST NORTHWEST
 JU0146'FROM WOOD UTILITY POLE NUMBER T 7794, 28.4 M (93.2 FT) WEST NORTHWEST
 JU0146'AND NORMAL TO THE 6 FT (1.8 M) HIGH CHAIN LINK FENCE ON THE SOUTHEAST
 JU0146'SIDE OF THE FACILITY FACING LONG BEACH BOULEVARD AND 16.6 M (54.5 FT)
 JU0146'SOUTHWEST FROM AND NORMAL TO THE 6 FT (1.8 M) HIGH CHAIN LINK FENCE ON
 JU0146'THE NORTHEAST SIDE OF THE FACILITY FACING 14TH STREET.  THE STATION IS
 JU0146'SET FLUSH WITH THE GROUND.
 JU0146
 JU0146                          STATION RECOVERY (2006)
 JU0146
 JU0146'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0146'HANDHELD COORDINATES ARE N39-39-48.90 W074-09-54.00.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0144 ***********************************************************************
 JU0144  DESIGNATION -  SURF RM 3
 JU0144  PID         -  JU0144
 JU0144  STATE/COUNTY-  NJ/OCEAN
 JU0144  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0144
 JU0144                         *CURRENT SURVEY CONTROL
 JU0144  ___________________________________________________________________
 JU0144* NAD 83(1986)-  39 39 37.     (N)    074 10 06.     (W)     SCALED    
 JU0144* NAVD 88     -         1.461  (meters)       4.79   (feet)  ADJUSTED  
 JU0144  ___________________________________________________________________
 JU0144  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JU0144  DYNAMIC HT  -           1.461 (meters)       4.79  (feet)  COMP
 JU0144  MODELED GRAV-     980,152.5   (mgal)                       NAVD 88
 JU0144
 JU0144  VERT ORDER  -  FIRST     CLASS I
 JU0144
 JU0144.The horizontal coordinates were scaled from a topographic map and have
 JU0144.an estimated accuracy of +/- 6 seconds.
 JU0144
 JU0144.The orthometric height was determined by differential leveling
 JU0144.and adjusted by the National Geodetic Survey in June 1991..
 JU0144
 JU0144.The geoid height was determined by GEOID03.
 JU0144
 JU0144.The dynamic height is computed by dividing the NAVD 88
 JU0144.geopotential number by the normal gravity value computed on the
 JU0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0144.degrees latitude (g = 980.6199 gals.).
 JU0144
 JU0144.The modeled gravity was interpolated from observed gravity values.
 JU0144
 JU0144;                    North         East    Units  Estimated Accuracy
 JU0144;SPC NJ       -    91,850.      178,460.      MT  (+/- 180 meters Scaled)
 JU0144
 JU0144                          SUPERSEDED SURVEY CONTROL
 JU0144
 JU0144  NGVD 29 (??/??/??)    1.844  (m)            6.05   (f) ADJUSTED    1 1
 JU0144
 JU0144.Superseded values are not recommended for survey control.
 JU0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0144.See file dsdata.txt to determine how the superseded data were derived.
 JU0144
 JU0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ713903(NAD 83)
 JU0144_MARKER: DR = REFERENCE MARK DISK
 JU0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0144_SP_SET: SIDEWALK
 JU0144_STAMPING: SURF NO 3 1932
 JU0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0144
 JU0144  HISTORY     - Date     Condition        Report By
 JU0144  HISTORY     - 1932     MONUMENTED       CGS
 JU0144  HISTORY     - 1964     GOOD             CGS
 JU0144  HISTORY     - 1974     GOOD             NGS
 JU0144  HISTORY     - 1984     GOOD             USPSQD
 JU0144  HISTORY     - 1984     GOOD             USPSQD
 JU0144  HISTORY     - 1988     GOOD             USPSQD
 JU0144  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU0144
 JU0144                          STATION DESCRIPTION
 JU0144
 JU0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0144'AT SURF CITY.
 JU0144'ON LONG BEACH ISLAND, AT SURF CITY, NEAR THE INTERSECTION OF LONG
 JU0144'BEACH BOULEVARD AND 8TH STREET, 177 FEET SOUTHEAST OF AND ACROSS
 JU0144'LONG BEACH BOULEVARD FROM THE EAST CORNER OF THE SURF CITY
 JU0144'VOLUNTEER FIRE CO. BUILDING, 32.0 FEET NORTHEAST OF THE CENTER
 JU0144'LINE OF 8TH STREET, 1.6 FEET SOUTHEAST OF THE SOUTHEAST CURB OF
 JU0144'LONG BEACH BOULEVARD, 3.0 FEET NORTHEAST OF POWER POLE 43-1, 9.5
 JU0144'FEET WEST OF THE WEST CORNER OF A RESTAURANT AND SET IN THE TOP
 JU0144'OF THE SIDEWALK.
 JU0144
 JU0144                          STATION RECOVERY (1974)
 JU0144
 JU0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JU0144'RECOVERED IN GOOD CONDITION.
 JU0144
 JU0144                          STATION RECOVERY (1984)
 JU0144
 JU0144'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0144'CHNAGE NUMBER OF POWER POLE FROM 43-1 TO P 5393.
 JU0144
 JU0144                          STATION RECOVERY (1984)
 JU0144
 JU0144'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0144'RECOVERED IN GOOD CONDITION.
 JU0144
 JU0144                          STATION RECOVERY (1988)
 JU0144
 JU0144'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU0144'RECOVERED IN GOOD CONDITION.
 JU0144
 JU0144                          STATION RECOVERY (2001)
 JU0144
 JU0144'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0144'THE STATION WAS NOT RECOVERED AT THIS TIME. THE SIDEWALK HAS BEEN
 JU0144'REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4045 ***********************************************************************
 KV4045  DESIGNATION -  SUS
 KV4045  PID         -  KV4045
 KV4045  STATE/COUNTY-  NJ/BERGEN
 KV4045  USGS QUAD   -  WEEHAWKEN (1995)
 KV4045
 KV4045                         *CURRENT SURVEY CONTROL
 KV4045  ___________________________________________________________________
 KV4045* NAD 83(1996)-  40 49 17.26596(N)    074 01 09.11414(W)     ADJUSTED  
 KV4045* NAVD 88     -         7.8    (meters)      26.     (feet)  GPS OBS   
 KV4045  ___________________________________________________________________
 KV4045  X           -   1,330,751.990 (meters)                     COMP
 KV4045  Y           -  -4,646,759.560 (meters)                     COMP
 KV4045  Z           -   4,147,423.714 (meters)                     COMP
 KV4045  LAPLACE CORR-           7.68  (seconds)                    DEFLEC99
 KV4045  ELLIP HEIGHT-         -23.95  (meters)          (10/23/02) GPS OBS
 KV4045  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 KV4045
 KV4045  HORZ ORDER  -  FIRST
 KV4045  ELLP ORDER  -  FOURTH    CLASS I
 KV4045
 KV4045.The horizontal coordinates were established by GPS observations
 KV4045.and adjusted by the National Geodetic Survey in May 1999..
 KV4045
 KV4045.The orthometric height was determined by GPS observations and a
 KV4045.high-resolution geoid model.
 KV4045
 KV4045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4045
 KV4045.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4045
 KV4045.The ellipsoidal height was determined by GPS observations
 KV4045.and is referenced to NAD 83.
 KV4045
 KV4045.The geoid height was determined by GEOID03.
 KV4045
 KV4045;                    North         East     Units Scale Factor Converg.
 KV4045;SPC NJ       -   220,833.840   190,557.307   MT  0.99992024   +0 18 51.5
 KV4045;SPC NJ       -   724,519.02    625,186.76   sFT  0.99992024   +0 18 51.5
 KV4045;SPC NY E     -   220,833.840   190,557.307   MT  0.99992024   +0 18 51.5
 KV4045;SPC NY E     -   724,519.02    625,186.76   sFT  0.99992024   +0 18 51.5
 KV4045;SPC NY L     -    72,712.867   298,380.399   MT  0.99999502   -0 00 45.2
 KV4045;SPC NY L     -   238,558.80    978,936.36   sFT  0.99999502   -0 00 45.2
 KV4045;UTM  18      - 4,519,400.839   582,709.694   MT  0.99968420   +0 38 28.3
 KV4045
 KV4045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4045!SPC NJ       -   1.00000376  x   0.99992024  =   0.99992400
 KV4045!SPC NY E     -   1.00000376  x   0.99992024  =   0.99992400
 KV4045!SPC NY L     -   1.00000376  x   0.99999502  =   0.99999878
 KV4045!UTM  18      -   1.00000376  x   0.99968420  =   0.99968796
 KV4045
 KV4045:                Primary Azimuth Mark                     Grid Az
 KV4045:SPC NJ       -  RIDGEFIELD REFORMED CH SPIRE             021 03 06.0
 KV4045:SPC NY E     -  RIDGEFIELD REFORMED CH SPIRE             021 03 06.0
 KV4045:SPC NY L     -  RIDGEFIELD REFORMED CH SPIRE             021 22 42.7
 KV4045:UTM  18      -  RIDGEFIELD REFORMED CH SPIRE             020 43 29.2
 KV4045
 KV4045|---------------------------------------------------------------------|
 KV4045| PID    Reference Object                     Distance      Geod. Az  |
 KV4045|                                                           dddmmss.s |
 KV4045| KV4000 RIDGEFIELD REFORMED CH SPIRE        APPROX. 1.5 KM 0212157.5 |
 KV4045| KV3977 RIDGEFIELD LOWE PAPER CHIMNEY       APPROX. 1.8 KM 0233134.7 |
 KV4045| KV4031 RIDGEFIELD L P MAES HSE TOWER       APPROX. 1.1 KM 0485122.3 |
 KV4045| KV4044 FAIRVIEW BELLMAN BLEACH CHIM        APPROX. 0.6 KM 0842950.0 |
 KV4045| CB6445 SUS RM 1                             34.870 METERS 11823     |
 KV4045| KV4059 NORTH BERGEN ARMOUR SOAP TANK       APPROX. 1.3 KM 2002507.0 |
 KV4045| KV4076 NORTH BERGEN ARMOUR SOAP CHIM       APPROX. 1.3 KM 2021914.7 |
 KV4045| KV4028 LITTLE FERRY FREI YDS S LT TWR      APPROX. 0.9 KM 3270205.8 |
 KV4045| KV4004 LITTLE FERRY FREI YDS N LT TWR      APPROX. 1.1 KM 3343225.9 |
 KV4045| KV3985 LITTLE FERRY ERIE RR TERM STK       APPROX. 2.1 KM 3382713.5 |
 KV4045| KV3992 RIDGEFIELD PARK FLINTKOTE CHIM      APPROX. 3.3 KM 3463535.0 |
 KV4045| KV3991 RIDGEFIELD PARK FLINTKOTE TANK      APPROX. 3.3 KM 3464855.6 |
 KV4045|---------------------------------------------------------------------|
 KV4045
 KV4045                          SUPERSEDED SURVEY CONTROL
 KV4045
 KV4045  NAD 83(1996)-  40 49 17.26577(N)    074 01 09.11426(W) AD(       ) 1
 KV4045  NAD 83(1996)-  40 49 17.26426(N)    074 01 09.11592(W) AD(       ) 1
 KV4045  NAD 83(1992)-  40 49 17.26344(N)    074 01 09.11665(W) AD(       ) 1
 KV4045  NAD 83(1986)-  40 49 17.26395(N)    074 01 09.11659(W) AD(       ) 1
 KV4045  NAD 83(1986)-  40 49 17.26760(N)    074 01 09.11062(W) AD(       ) 2
 KV4045  NAD 27      -  40 49 16.90500(N)    074 01 10.61200(W) AD(       ) 2
 KV4045
 KV4045.Superseded values are not recommended for survey control.
 KV4045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4045.See file dsdata.txt to determine how the superseded data were derived.
 KV4045
 KV4045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8271019401(NAD 83)
 KV4045_MARKER: DS = TRIANGULATION STATION DISK
 KV4045_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV4045_SP_SET: NORTHWEST ABUTMENT
 KV4045_STAMPING: SUS 1932
 KV4045_MARK LOGO: CGS   
 KV4045_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV4045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4045+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1992
 KV4045
 KV4045  HISTORY     - Date     Condition        Report By
 KV4045  HISTORY     - 1932     MONUMENTED       CGS
 KV4045  HISTORY     - 1932     GOOD             CGS
 KV4045  HISTORY     - 1933     GOOD             CGS
 KV4045  HISTORY     - 1934     GOOD             CGS
 KV4045  HISTORY     - 1971     GOOD             LOCENG
 KV4045  HISTORY     - 19920221 GOOD             NJGS
 KV4045
 KV4045                          STATION DESCRIPTION
 KV4045
 KV4045'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4045'THIS STATION IS W OF THE HACKENSACK RIVER IN RIDGEFIELD, AT THE
 KV4045'N END OF THE ERIE (SUSQUEHANNA) RAILROAD BRIDGE OVER BELLMANS
 KV4045'CREEK.  THE STATION IS LOCATED BETWEEN THE TRACKS ON THE
 KV4045'BROWNSTONE TOP OF THE N BRIDGE ABUTMENT.
 KV4045'
 KV4045'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK,
 KV4045'STAMPED SUS-1932 CEMENTED IN A DRILL HOLE IN THE STONE ABUTMENT
 KV4045'AND COUNTERSUNK 1/2 INCH BELOW ITS SURFACE.
 KV4045'
 KV4045'TWO STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE PLACED.  NO.1
 KV4045'TO THE SOUTHEASTWARD ACROSS THE CREEK IN THE S BRIDGE
 KV4045'ABUTMENT.  NO.2 TO THE NORTHWESTWARD AT THE EDGE OF THE FILL.  THE
 KV4045'FORMER IS CEMENTED IN A DRILL HOLE IN THE S ABUTMENT
 KV4045'BETWEEN THE TRACKS.  REFERENCE MARK NO.2 IS SET IN THE 12-INCH
 KV4045'TOP OF A TRUNCATED-CONICAL, CONCRETE MONUMENT SET 2 INCHES
 KV4045'BELOW THE GROUND SURFACE.
 KV4045'
 KV4045'THERE IS GOOD FOOTING FOR ECCENTRIC TRIPOD SET-UPS OVER
 KV4045'REFERENCE MARK NO.2 (OCCUPIED TO LESSEN DISTURBANCE OF PASSING
 KV4045'TRAINS).
 KV4045'
 KV4045'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KV4045
 KV4045                          STATION RECOVERY (1932)
 KV4045
 KV4045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 KV4045'RECOVERED IN GOOD CONDITION.
 KV4045
 KV4045                          STATION RECOVERY (1933)
 KV4045
 KV4045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4045'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH THE
 KV4045'FOLLOWING EXCEPTION--
 KV4045'
 KV4045'THE DISTANCE SHOWN OPPOSITE REFERENCE MARK NO.1 IS THAT TO
 KV4045'REFERENCE MARK NO.2.  THE CORRECTED DISTANCE TO STATION IS
 KV4045'20.959 METERS FROM REFERENCE MARK NO.1.
 KV4045
 KV4045                          STATION RECOVERY (1934)
 KV4045
 KV4045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4045'STATION RECOVERED IN GOOD CONDITION FROM DESCRIPTION, WITH THE
 KV4045'FOLLOWING EXCEPTION--
 KV4045'
 KV4045'REFERENCE MARK NO.1 HAS BEEN PILFERED, THE DRILL HOLE IN THE
 KV4045'ABUTMENT REMAINS TO SHOW WHERE THE MARKER WAS.
 KV4045
 KV4045                          STATION RECOVERY (1971)
 KV4045
 KV4045'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (CHP)
 KV4045'RECOVERED BY FREDERICK R.
 KV4045'
 KV4045'FOUND AS DESCRIBED IN GOOD CONDITION
 KV4045
 KV4045                          STATION RECOVERY (1992)
 KV4045
 KV4045'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV4045'THE STATION IS LOCATED ON THE BORDER OF THE BOROUGH OF RIDGEFIELD AND
 KV4045'NORTH BERGEN TOWNSHIP ON THE TOP OF THE BROWNSTONE NORTHWEST ABUTMENT
 KV4045'OF A RAILROAD BRIDGE CARRYING A SINGLE TRACK OF THE NEW YORK
 KV4045'SUSQUEHANNA AND WESTERN RAILROAD OVER BELLMANS CREEK.  THE RAILROAD
 KV4045'TRACK APPEARS TO BE ABANDONED.  TO REACH THE STATION FROM INTERCHANGE
 KV4045'16E OF THE NEW JERSEY TURNPIKE, GO EAST ON STATE HIGHWAY 3 TOWARDS
 KV4045'THE LINCOLN TUNNEL, TO THE JUNCTION WITH U.S. HIGHWAYS 1 AND 9 AT THE
 KV4045'END OF STATE HIGHWAY 3.  TAKE U.S. HIGHWAYS 1 AND 9 SOUTH TO THE
 KV4045'FIRST TURN AROUND JUGHANDLE AND GO NORTH ON U.S. HIGHWAYS 1 AND 9 TO
 KV4045'THE JUGHANDLE WITH STATE HIGHWAY 3 ON THE LEFT.   FROM THIS POINT, GO
 KV4045'NORTH ON U.S. HIGHWAYS 1 AND 9 FOR 3.8 MI (6.1 KM) TO THE JUNCTION
 KV4045'WITH FAIRVIEW ON THE LEFT.  TURN LEFT AND GO 0.25 MI (0.40 KM)
 KV4045'SOUTHWEST ON FAIRVIEW AVENUE TO A RAILROAD GRADE CROSSING.  FAIRVIEW
 KV4045'AVENUE BECOMES RAILROAD AVENUE AFTER THE GRADE CROSSING.  CONTINUE
 KV4045'AHEAD ON RAILROAD AVENUE FOR 0.10 MI (0.16 KM) TO A GATE WITH LOCK
 KV4045'FOR THE PARKING LOT OF THE COLONIAL CONCRETE COMPANY AND THE MEER
 KV4045'CORPORATION, 9500 RAILROAD AVENUE, NORTH BERGEN, NEW JERSEY 07047,
 KV4045'PHONE 201 861 9500. PERMISSION TO GAIN ACCESS PAST THE LOCKED GATE
 KV4045'MUST BE OBTAINED FROM MR. BRUNO ZONERAICH, PROJECT ENGINEER.  PASS
 KV4045'THROUGH THE GATE AND CONTINUE AHEAD FOR 0.05 MI (0.08 KM) TO THE END
 KV4045'OF THE PARKING LOT.  PARK TRUCK AND PACK SOUTHWEST FOR 20 M
 KV4045'(65.6 FT) TO THE RAILROAD TRACK.  TURN RIGHT AND PACK NORTHWEST ALONG
 KV4045'THE TRACK FOR 0.25 MI (0.40 KM) TO THE BRIDGE AND THE STATION AHEAD,
 KV4045'SET BETWEEN THE TRACK AND AN ABANDONED LINE NOW USED TO CARRY SEVERAL
 KV4045'LARGE GAS AND PETROLUEM PIPELINES.  THE STATION IS 0.9 M (3.0 FT)
 KV4045'NORTHEAST FROM THE NORTHEAST RAIL OF THE TRACK AND 0.5 M (1.6 FT)
 KV4045'BELOW THE LEVEL OF THE TRACK.  THE DISK HAS BEEN VANDALIZED IN THE
 KV4045'PAST WITH THE TRIANGLE OF THE STATION MARK AND A SMALL PORTION OF THE
 KV4045'DISK ALONG WITH THE STEM STILL REMAINING AND INTACT.  THE EMPIRE
 KV4045'STATE BUILDING IS VISIBLE FROM THE STATION AND CAN BE USED AS AN
 KV4045'AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0717 ***********************************************************************
 LY0717  DESIGNATION -  SUSSEX
 LY0717  PID         -  LY0717
 LY0717  STATE/COUNTY-  NJ/SUSSEX
 LY0717  USGS QUAD   -  HAMBURG (1976)
 LY0717
 LY0717                         *CURRENT SURVEY CONTROL
 LY0717  ___________________________________________________________________
 LY0717* NAD 83(1986)-  41 12 29.     (N)    074 36 28.     (W)     SCALED    
 LY0717* NAVD 88     -       126.968  (meters)     416.56   (feet)  ADJUSTED  
 LY0717  ___________________________________________________________________
 LY0717  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 LY0717  DYNAMIC HT  -         126.915 (meters)     416.39  (feet)  COMP
 LY0717  MODELED GRAV-     980,207.7   (mgal)                       NAVD 88
 LY0717
 LY0717  VERT ORDER  -  FIRST     CLASS II
 LY0717
 LY0717.The horizontal coordinates were scaled from a topographic map and have
 LY0717.an estimated accuracy of +/- 6 seconds.
 LY0717
 LY0717.The orthometric height was determined by differential leveling
 LY0717.and adjusted by the National Geodetic Survey in June 1991..
 LY0717
 LY0717.The geoid height was determined by GEOID03.
 LY0717
 LY0717.The dynamic height is computed by dividing the NAVD 88
 LY0717.geopotential number by the normal gravity value computed on the
 LY0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0717.degrees latitude (g = 980.6199 gals.).
 LY0717
 LY0717.The modeled gravity was interpolated from observed gravity values.
 LY0717
 LY0717;                    North         East    Units  Estimated Accuracy
 LY0717;SPC NJ       -   263,660.      140,960.      MT  (+/- 180 meters Scaled)
 LY0717
 LY0717                          SUPERSEDED SURVEY CONTROL
 LY0717
 LY0717  NGVD 29 (??/??/92)  127.163  (m)          417.20   (f) ADJ UNCH    1 2
 LY0717
 LY0717.Superseded values are not recommended for survey control.
 LY0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0717.See file dsdata.txt to determine how the superseded data were derived.
 LY0717
 LY0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL328619(NAD 83)
 LY0717_MARKER: DB = BENCH MARK DISK
 LY0717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0717_SP_SET: PORCH
 LY0717_STAMPING: 417.201 SUSSEX 1933
 LY0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0717
 LY0717  HISTORY     - Date     Condition        Report By
 LY0717  HISTORY     - 1933     MONUMENTED       CGS
 LY0717  HISTORY     - 1934     GOOD             NGS
 LY0717
 LY0717                          STATION DESCRIPTION
 LY0717
 LY0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0717'AT SUSSEX.
 LY0717'AT SUSSEX, SUSSEX COUNTY, 54 FEET NORTH OF THE NORTH CURB
 LY0717'OF EAST MAIN STREET, 45 FEET EAST OF THE EAST CURB OF MAIN
 LY0717'STREET, AT THE WEST ENTRANCE TO THE BOROUGH HALL, IN THE NORTH
 LY0717'END OF THE BRICK PORCH, AND ABOUT 1 FOOT HIGHER THAN THE
 LY0717'SIDEWALK.  A STANDARD DISK, STAMPED 417.201 SUSSEX 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2816 ***********************************************************************
 LY2816  DESIGNATION -  SUSSEX 1
 LY2816  PID         -  LY2816
 LY2816  STATE/COUNTY-  NJ/SUSSEX
 LY2816  USGS QUAD   -  HAMBURG (1976)
 LY2816
 LY2816                         *CURRENT SURVEY CONTROL
 LY2816  ___________________________________________________________________
 LY2816* NAD 83(1996)-  41 12 01.82450(N)    074 37 23.57188(W)     ADJUSTED  
 LY2816* NAVD 88     -       123.2    (meters)     404.     (feet)  GPS OBS   
 LY2816  ___________________________________________________________________
 LY2816  X           -   1,274,390.894 (meters)                     COMP
 LY2816  Y           -  -4,633,979.669 (meters)                     COMP
 LY2816  Z           -   4,179,262.874 (meters)                     COMP
 LY2816  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 LY2816  ELLIP HEIGHT-          90.80  (meters)          (10/23/02) GPS OBS
 LY2816  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LY2816
 LY2816  HORZ ORDER  -  FIRST
 LY2816  ELLP ORDER  -  FOURTH    CLASS I
 LY2816
 LY2816.This mark is at Sussex Airport (N63)
 LY2816
 LY2816.The horizontal coordinates were established by GPS observations
 LY2816.and adjusted by the National Geodetic Survey in May 1999..
 LY2816
 LY2816.The orthometric height was determined by GPS observations and a
 LY2816.high-resolution geoid model.
 LY2816
 LY2816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2816
 LY2816.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2816
 LY2816.The ellipsoidal height was determined by GPS observations
 LY2816.and is referenced to NAD 83.
 LY2816
 LY2816.The geoid height was determined by GEOID03.
 LY2816
 LY2816;                    North         East     Units Scale Factor Converg.
 LY2816;SPC NJ       -   262,820.110   139,665.844   MT  0.99990131   -0 04 52.2
 LY2816;SPC NJ       -   862,268.98    458,220.36   sFT  0.99990131   -0 04 52.2
 LY2816;UTM  18      - 4,561,084.032   531,592.051   MT  0.99961228   +0 14 53.5
 LY2816
 LY2816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2816!SPC NJ       -   0.99998576  x   0.99990131  =   0.99988707
 LY2816!UTM  18      -   0.99998576  x   0.99961228  =   0.99959804
 LY2816
 LY2816|---------------------------------------------------------------------|
 LY2816| PID    Reference Object                     Distance      Geod. Az  |
 LY2816|                                                           dddmmss.s |
 LY2816| LY2817 SUSSEX 2                            356.079 METERS 19611     |
 LY2816|---------------------------------------------------------------------|
 LY2816
 LY2816                          SUPERSEDED SURVEY CONTROL
 LY2816
 LY2816  NAD 83(1996)-  41 12 01.82411(N)    074 37 23.57224(W) AD(       ) 1
 LY2816  NAD 83(1986)-  41 12 01.82507(N)    074 37 23.57131(W) AD(       ) 1
 LY2816  NAD 83(1986)-  41 12 01.81466(N)    074 37 23.57641(W) AD(       ) 3
 LY2816  NAD 27      -  41 12 01.47772(N)    074 37 24.99899(W) AD(       ) 3
 LY2816  NGVD 29 (05/20/88)  123.2    (m)          404.     (f) GPS OBS        
 LY2816
 LY2816.Superseded values are not recommended for survey control.
 LY2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2816.See file dsdata.txt to determine how the superseded data were derived.
 LY2816
 LY2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3159261084(NAD 83)
 LY2816_MARKER: I = METAL ROD
 LY2816_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LY2816_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LY2816_STAMPING: SUSSEX 1 1987
 LY2816_MARK LOGO: NGS   
 LY2816_MAGNETIC: I = MARKER IS A STEEL ROD
 LY2816_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2816+STABILITY: POSITION/ELEVATION WELL
 LY2816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2816+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1991
 LY2816
 LY2816  HISTORY     - Date     Condition        Report By
 LY2816  HISTORY     - 1987     MONUMENTED       AEROS
 LY2816  HISTORY     - 1987     GOOD             AEROS
 LY2816  HISTORY     - 19910417 GOOD             NJGS
 LY2816
 LY2816                          STATION DESCRIPTION
 LY2816
 LY2816'DESCRIBED BY AERO SERVICE CORPORATION 1987 (PCO)
 LY2816'THE STATION IS LOCATED ABOUT 1.85 KM (1.15 MI)
 LY2816'WEST-SOUTHWEST OF SUSSEX,
 LY2816'6.60 KM (4.1 MI) SOUTHEAST OF PLUMBSOCK,
 LY2816'8.69 KM (5.4 MI) NORTHWEST OF HAMBURG, WITHIN THE BOUNDARY OF THE
 LY2816'SUSSEX AIRPORT.
 LY2816'OWNERSHIP--PAUL STYGER, C/O SUSSEX AIRPORT, P.O. BOX 311, SUSSEX,
 LY2816'NEW JERSEY 07461.
 LY2816'
 LY2816'TO REACH THE STATION FROM THE SUSSEX BOROUGH HALL AT THE NORTHWEST
 LY2816'CORNER OF STATE HIGHWAY 23 (HAMBURG AVENUE), STATE HIGHWAY 284
 LY2816'(EAST MAIN) AND COUNTY ROAD 639 (LOOMIS AVENUE) IN THE TOWN OF
 LY2816'SUSSEX, GO WEST-SOUTHWEST FOR 1.85 KM (1.15 MI) ON COUNTY ROAD 639
 LY2816'TO THE GRAVEL ENTRANCE ROAD TO THE SUSSEX AIRPORT LEFT.
 LY2816'TURN LEFT AND GO SOUTHEAST FOR 0.24 KM (0.15 MI) ON THE GRAVEL
 LY2816'ENTRANCE ROAD PASSING HANGAR AND CONTROL TOWER RIGHT, WHERE THE
 LY2816'GRAVEL ENTRANCE CHANGES TO PAVEMENT, TO THE STATION NEAR THE EAST
 LY2816'CORNER OF THE PAVED AIRPLANE PARKING AREA.
 LY2816'
 LY2816'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 LY2816'FLANGE WITH ACCESS COVER IS STAMPED---SUSSEX 1 1987---, AND IS SET
 LY2816'FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 LY2816'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 14.02 METERS (46.0 FT) AND
 LY2816'IS RECESSED 10 CM BELOW THE GROUND.  LOCATED 23.16 METERS (76.0 FT)
 LY2816'NORTHWEST FROM THE CENTERLINE OF THE NORTHEAST-SOUTHWEST TAXIWAY,
 LY2816'14.33 METERS (47.0 FT) SOUTHWEST FROM A TAXIWAY LEADING NORTHWEST
 LY2816'FROM THE RUNWAY, 4.48 METERS (14.7 FT) NORTHWEST FROM THE BASE OF A
 LY2816'WIND (T).
 LY2816
 LY2816                          STATION RECOVERY (1987)
 LY2816
 LY2816'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 LY2816'RECOVERED IN GOOD CONDITION.
 LY2816
 LY2816                          STATION RECOVERY (1991)
 LY2816
 LY2816'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 LY2816'THE STATION IS LOCATED ABOUT 1.15 MI (1.85 KM) WEST SOUTHWEST OF THE
 LY2816'BOROUGH OF SUSSEX, 4.1 MI (6.6 KM) SOUTHEAST OF PLUMSTOCK, 5.4 MI
 LY2816'(8.7 KM) NORTHWEST OF THE BOROUGH OF HAMBURG AND WITHIN THE BOUNDARY
 LY2816'OF THE SUSSEX AIRPORT, OWNERSHIP  MR. PAUL STYGER, CARE OF THE SUSSEX
 LY2816'AIRPORT, P.O. BOX 311, SUSSEX, N.J. 07461  PHONE 201 702 9719.  TO
 LY2816'REACH THE STATION FROM THE SUSSEX BOROUGH HALL AT THE NORTHWEST
 LY2816'CORNER OF THE JUNCTION OF N.J. ROUTE 23, HAMBURG AVENUE, N.J. ROUTE
 LY2816'284, EAST MAIN STREET, AND COUNTY ROAD 639, LOOMIS AVENUE, IN THE
 LY2816'BOROUGH OF SUSSEX, GO WEST SOUTHWEST FOR 1.15 MI (1.85 KM) ON COUNTY
 LY2816'ROAD 639 TO THE GRAVEL ENTRANCE ROAD AND THE SUSSEX AIRPORT ON THE
 LY2816'LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.15 MI (0.24 KM) ON THE GRAVEL
 LY2816'ENTRANCE ROAD, PASSING THE HANGAR AND THE CONTROL TOWER ON THE RIGHT,
 LY2816'WHERE THE GRAVEL ENTRANCE ROAD CHANGES TO PAVEMENT, TO THE STATION ON
 LY2816'THE RIGHT BETWEEN THE TAXIWAY AND THE RUNWAY.  THE STATION IS A
 LY2816'STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS
 LY2816'COVER IS STAMPED, SUSSEX 1 1987, AND IS SET FLUSH WITH THE GROUND.
 LY2816'THE STATION IS A NINE SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD
 LY2816'DRIVEN TO A DEPTH OF 14.02 M (46.00 FT) AND IS RECESSED 10 CM BELOW
 LY2816'THE GROUND.  THE STATION IS 23.16 M (75.98 FT) NORTHWEST FROM THE
 LY2816'CENTERLINE OF THE NORTHEAST SOUTHWEST TAXIWAY, 14.33 M (47.01 FT)
 LY2816'SOUTHWEST FROM A TAXIWAY LEADING NORTHWEST FROM THE RUNWAY AND 4.48 M
 LY2816'(14.70 FT) NORTHWEST FROM A PIPE AT THE BASE OF A WIND TEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2817 ***********************************************************************
 LY2817  DESIGNATION -  SUSSEX 2
 LY2817  PID         -  LY2817
 LY2817  STATE/COUNTY-  NJ/SUSSEX
 LY2817  USGS QUAD   -  HAMBURG (1976)
 LY2817
 LY2817                         *CURRENT SURVEY CONTROL
 LY2817  ___________________________________________________________________
 LY2817* NAD 83(1996)-  41 11 50.73941(N)    074 37 27.83136(W)     ADJUSTED  
 LY2817* NAVD 88     -       127.3    (meters)     418.     (feet)  GPS OBS   
 LY2817  ___________________________________________________________________
 LY2817  X           -   1,274,355.723 (meters)                     COMP
 LY2817  Y           -  -4,634,226.082 (meters)                     COMP
 LY2817  Z           -   4,179,008.206 (meters)                     COMP
 LY2817  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 LY2817  ELLIP HEIGHT-          94.81  (meters)          (10/23/02) GPS OBS
 LY2817  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LY2817
 LY2817  HORZ ORDER  -  FIRST
 LY2817  ELLP ORDER  -  FOURTH    CLASS I
 LY2817
 LY2817.This mark is at Sussex Airport (N63)
 LY2817
 LY2817.The horizontal coordinates were established by GPS observations
 LY2817.and adjusted by the National Geodetic Survey in May 1999..
 LY2817
 LY2817.The orthometric height was determined by GPS observations and a
 LY2817.high-resolution geoid model.
 LY2817
 LY2817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2817
 LY2817.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2817
 LY2817.The ellipsoidal height was determined by GPS observations
 LY2817.and is referenced to NAD 83.
 LY2817
 LY2817.The geoid height was determined by GEOID03.
 LY2817
 LY2817;                    North         East     Units Scale Factor Converg.
 LY2817;SPC NJ       -   262,478.317   139,566.120   MT  0.99990134   -0 04 55.0
 LY2817;SPC NJ       -   861,147.61    457,893.18   sFT  0.99990134   -0 04 55.0
 LY2817;UTM  18      - 4,560,741.770   531,494.321   MT  0.99961221   +0 14 50.6
 LY2817
 LY2817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2817!SPC NJ       -   0.99998513  x   0.99990134  =   0.99988647
 LY2817!UTM  18      -   0.99998513  x   0.99961221  =   0.99959734
 LY2817
 LY2817|---------------------------------------------------------------------|
 LY2817| PID    Reference Object                     Distance      Geod. Az  |
 LY2817|                                                           dddmmss.s |
 LY2817| LY2816 SUSSEX 1                            356.079 METERS 01611     |
 LY2817|---------------------------------------------------------------------|
 LY2817
 LY2817                          SUPERSEDED SURVEY CONTROL
 LY2817
 LY2817  ELLIP H (05/14/99)   94.82   (m)                       GP(       ) 4 1
 LY2817  NAD 83(1996)-  41 11 50.73910(N)    074 37 27.83165(W) AD(       ) 1
 LY2817  NAD 83(1986)-  41 11 50.73996(N)    074 37 27.83068(W) AD(       ) 1
 LY2817  NAD 83(1986)-  41 11 50.73026(N)    074 37 27.83520(W) AD(       ) 3
 LY2817  NAD 27      -  41 11 50.39312(N)    074 37 29.25779(W) AD(       ) 3
 LY2817  NGVD 29 (05/20/88)  127.3    (m)          418.     (f) GPS OBS        
 LY2817
 LY2817.Superseded values are not recommended for survey control.
 LY2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2817.See file dsdata.txt to determine how the superseded data were derived.
 LY2817
 LY2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3149460742(NAD 83)
 LY2817_MARKER: I = METAL ROD
 LY2817_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LY2817_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LY2817_STAMPING: SUSSEX 2 1987
 LY2817_MARK LOGO: NGS   
 LY2817_MAGNETIC: I = MARKER IS A STEEL ROD
 LY2817_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2817+STABILITY: POSITION/ELEVATION WELL
 LY2817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2817+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1991
 LY2817
 LY2817  HISTORY     - Date     Condition        Report By
 LY2817  HISTORY     - 1987     MONUMENTED       AEROS
 LY2817  HISTORY     - 1987     GOOD             AEROS
 LY2817  HISTORY     - 19910417 GOOD             NJGS
 LY2817
 LY2817                          STATION DESCRIPTION
 LY2817
 LY2817'DESCRIBED BY AERO SERVICE CORPORATION 1987 (PCO)
 LY2817'THE STATION IS LOCATED ABOUT 1.85 KM (1.15 MI)
 LY2817'WEST-SOUTHWEST OF SUSSEX,
 LY2817'6.60 KM (4.1 MI) SOUTHEAST OF PLUMBSOCK,
 LY2817'8.69 KM (5.4 MI) NORTHWEST OF HAMBURG, WITHIN THE BOUNDARY OF THE
 LY2817'SUSSEX AIRPORT.
 LY2817'OWNERSHIP--PAUL STYGER, C/O SUSSEX AIRPORT, P.O. BOX 311, SUSSEX,
 LY2817'NEW JERSEY 07461.
 LY2817'
 LY2817'TO REACH THE STATION FROM THE SUSSEX BOROUGH HALL AT THE NORTHWEST
 LY2817'CORNER OF STATE HIGHWAY 23 (HAMBURG AVENUE), STATE HIGHWAY 284
 LY2817'(EAST MAIN), AND COUNTY ROAD 639 (LOOMIS AVENUE) IN THE TOWN OF
 LY2817'SUSSEX, GO WEST-SOUTHWEST FOR 1.85 KM (1.15 MI) ON COUNTY ROAD 639
 LY2817'TO THE GRAVEL ENTRANCE ROAD TO THE SUSSEX AIRPORT LEFT.
 LY2817'TURN LEFT AND GO SOUTHEAST FOR 0.24 KM (0.15 MI) ON THE GRAVEL
 LY2817'ENTRANCE ROAD PASSING HANGAR AND CONTROL TOWER RIGHT, WHERE THE
 LY2817'GRAVEL ENTRANCE CHANGES TO PAVEMENT, TO THE NORTHEAST-SOUTHWEST
 LY2817'TAXIWAY.
 LY2817'TURN RIGHT AND GO SOUTHWEST FOR 0.35 KM (0.22 MI) ON THE TAXIWAY TO
 LY2817'THE STATION ON THE LEFT BETWEEN THE TAXIWAY AND THE RUNWAY.
 LY2817'
 LY2817'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 LY2817'FLANGE WITH ACCESS COVER IS STAMPED---SUSSEX 2 1987---, AND IS SET
 LY2817'FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 LY2817'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 19.51 METERS (64.0 FT) AND
 LY2817'IS RECESSED 10 CM BELOW THE GROUND.  LOCATED 24.99 METERS (82.0 FT)
 LY2817'NORTHWEST FROM THE CENTERLINE OF THE NORTHEAST-SOUTHWEST RUNWAY,
 LY2817'15.70 METERS (51.5 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 LY2817'NORTHEAST-SOUTHWEST TAXIWAY, 8.84 METERS (29.0 FT) NORTHWEST FROM A
 LY2817'RUNWAY LIGHT, 75.90 METERS (249.0 FT) SOUTHWEST FROM THE CENTER OF
 LY2817'A TAXIWAY LEADING NORTHWEST OFF THE RUNWAY.
 LY2817
 LY2817                          STATION RECOVERY (1987)
 LY2817
 LY2817'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 LY2817'RECOVERED IN GOOD CONDITION.
 LY2817
 LY2817                          STATION RECOVERY (1991)
 LY2817
 LY2817'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 LY2817'THE STATION IS LOCATED ABOUT 1.15 MI (1.85 KM) WEST SOUTHWEST OF THE
 LY2817'BOROUGH OF SUSSEX, 4.1 MI (6.6 KM) SOUTHEAST OF PLUMSTOCK, 5.4 MI
 LY2817'(8.7 KM) NORTHWEST OF THE BOROUGH OF HAMBURG AND WITHIN THE BOUNDARY
 LY2817'OF THE SUSSEX AIRPORT, OWNERSHIP  MR. PAUL STYGER, CARE OF THE SUSSEX
 LY2817'AIRPORT, P.O. BOX 311, SUSSEX, N.J. 07461  PHONE 201 702 9719.  TO
 LY2817'REACH THE STATION FROM THE SUSSEX BOROUGH HALL AT THE NORTHWEST
 LY2817'CORNER OF THE JUNCTION OF N.J. ROUTE 23, HAMBURG AVENUE, N.J. ROUTE
 LY2817'284, EAST MAIN STREET, AND COUNTY ROAD 639, LOOMIS AVENUE, IN THE
 LY2817'BOROUGH OF SUSSEX, GO WEST SOUTHWEST FOR 1.15 MI (1.85 KM) ON COUNTY
 LY2817'ROAD 639 TO THE GRAVEL ENTRANCE ROAD AND THE SUSSEX AIRPORT ON THE
 LY2817'LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.15 MI (0.24 KM) ON THE GRAVEL
 LY2817'ENTRANCE ROAD, PASSING THE HANGAR AND THE CONTROL TOWER ON THE RIGHT,
 LY2817'WHERE THE GRAVEL ENTRANCE ROAD CHANGES TO PAVEMENT, TO THE NORTHEAST
 LY2817'SOUTHWEST TAXIWAY.  TURN RIGHT AND GO SOUTHWEST FOR 0.22 MI
 LY2817'(0.35 KM) ON THE PAVED TAXIWAY TO THE STATION ON THE LEFT BETWEEN THE
 LY2817'TAXIWAY AND THE RUNWAY.  THE STATION IS A STANDARD NGS THREE
 LY2817'DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS COVER IS STAMPED,
 LY2817'SUSSEX 2 1987, AND IS SET FLUSH WITH THE GROUND.  THE STATION IS A
 LY2817'NINE SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD DRIVEN TO A DEPTH
 LY2817'OF 19.51 M (64.01 FT) AND IS RECESSED 10 CM BELOW THE GROUND.  THE
 LY2817'STATION IS 24.99 M (81.99 FT) NORTHWEST FROM THE CENTERLINE OF THE
 LY2817'NORTHEAST SOUTHWEST RUNWAY, 15.70 M (51.51 FT) SOUTHEAST FROM THE
 LY2817'CENTERLINE OF THE NORTHEAST SOUTHWEST TAXIWAY, 8.84 M (29.00 FT)
 LY2817'NORTHWEST FROM A RUNWAY LIGHT AND 75.90 M (249.02 FT) SOUTHWEST FROM
 LY2817'THE CENTER OF A TAXIWAY LEADING NORTHWEST OFF THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0711 ***********************************************************************
 LY0711  DESIGNATION -  SUSSEX JCT
 LY0711  PID         -  LY0711
 LY0711  STATE/COUNTY-  NJ/SUSSEX
 LY0711  USGS QUAD   -  HAMBURG (1976)
 LY0711
 LY0711                         *CURRENT SURVEY CONTROL
 LY0711  ___________________________________________________________________
 LY0711* NAD 83(1986)-  41 11 55.     (N)    074 35 30.     (W)     SCALED    
 LY0711* NAVD 88     -       125.360  (meters)     411.29   (feet)  ADJUSTED  
 LY0711  ___________________________________________________________________
 LY0711  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 LY0711  DYNAMIC HT  -         125.308 (meters)     411.11  (feet)  COMP
 LY0711  MODELED GRAV-     980,206.8   (mgal)                       NAVD 88
 LY0711
 LY0711  VERT ORDER  -  FIRST     CLASS II
 LY0711
 LY0711.The horizontal coordinates were scaled from a topographic map and have
 LY0711.an estimated accuracy of +/- 6 seconds.
 LY0711
 LY0711.The orthometric height was determined by differential leveling
 LY0711.and adjusted by the National Geodetic Survey in June 1991..
 LY0711
 LY0711.The geoid height was determined by GEOID03.
 LY0711
 LY0711.The dynamic height is computed by dividing the NAVD 88
 LY0711.geopotential number by the normal gravity value computed on the
 LY0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0711.degrees latitude (g = 980.6199 gals.).
 LY0711
 LY0711.The modeled gravity was interpolated from observed gravity values.
 LY0711
 LY0711;                    North         East    Units  Estimated Accuracy
 LY0711;SPC NJ       -   262,610.      142,310.      MT  (+/- 180 meters Scaled)
 LY0711
 LY0711                          SUPERSEDED SURVEY CONTROL
 LY0711
 LY0711  NGVD 29 (??/??/92)  125.558  (m)          411.93   (f) ADJ UNCH    1 2
 LY0711
 LY0711.Superseded values are not recommended for survey control.
 LY0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0711.See file dsdata.txt to determine how the superseded data were derived.
 LY0711
 LY0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL342608(NAD 83)
 LY0711_MARKER: DB = BENCH MARK DISK
 LY0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0711_STAMPING: 411.935 SUSSEX JCT 1933
 LY0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0711+STABILITY: SURFACE MOTION
 LY0711
 LY0711  HISTORY     - Date     Condition        Report By
 LY0711  HISTORY     - 1933     MONUMENTED       CGS
 LY0711  HISTORY     - 1942     GOOD             NGS
 LY0711
 LY0711                          STATION DESCRIPTION
 LY0711
 LY0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0711'1 MI SE FROM SUSSEX.
 LY0711'1.0 MILE SOUTHEAST ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0711'RAILROAD FROM THE STATION AT SUSSEX, ABOUT 1200 FEET SOUTHEAST
 LY0711'OF STEEL BRIDGE 65.93, ABOUT 700 FEET NORTHEAST OF STATE
 LY0711'HIGHWAY 23, AT A GRAVEL ROAD CROSSING, 120 FEET SOUTHWEST OF
 LY0711'THE HOME OF JOE TODD, 33.5 FEET NORTHEAST OF THE NORTHEAST
 LY0711'RAIL OF THE TRACK, 11 FEET SOUTHEAST OF THE CENTERLINE OF THE
 LY0711'ROAD, 8 FEET SOUTHWEST OF POWER LINE POLE WG 65, AND 1.5 FEET
 LY0711'SOUTHWEST OF A STANDARD REFERENCE POST.  A STANDARD DISK, SET
 LY0711'IN THE TOP OF A CONCRETE POST AND STAMPED 411.935 SUSSEX JCT.
 LY0711'1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1269 ***********************************************************************
 HU1269  DESIGNATION -  SWAIN
 HU1269  PID         -  HU1269
 HU1269  STATE/COUNTY-  NJ/CAPE MAY
 HU1269  USGS QUAD   -  WILDWOOD (1972)
 HU1269
 HU1269                         *CURRENT SURVEY CONTROL
 HU1269  ___________________________________________________________________
 HU1269* NAD 83(1996)-  38 58 44.76238(N)    074 51 02.46962(W)     ADJUSTED  
 HU1269* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HU1269  ___________________________________________________________________
 HU1269  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 HU1269  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 HU1269
 HU1269  HORZ ORDER  -  THIRD
 HU1269
 HU1269.The horizontal coordinates were established by classical geodetic methods
 HU1269.and adjusted by the National Geodetic Survey in September 1999..
 HU1269
 HU1269.The orthometric height was scaled from a topographic map.
 HU1269
 HU1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1269
 HU1269.The geoid height was determined by GEOID03.
 HU1269
 HU1269;                    North         East     Units Scale Factor Converg.
 HU1269;SPC NJ       -    16,239.043   119,615.396   MT  0.99991136   -0 13 14.1
 HU1269;SPC NJ       -    53,277.59    392,438.18   sFT  0.99991136   -0 13 14.1
 HU1269;UTM  18      - 4,314,467.966   512,933.166   MT  0.99960206   +0 05 38.1
 HU1269
 HU1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1269!SPC NJ       -   1.00000547  x   0.99991136  =   0.99991683
 HU1269!UTM  18      -   1.00000547  x   0.99960206  =   0.99960752
 HU1269
 HU1269|---------------------------------------------------------------------|
 HU1269| PID    Reference Object                     Distance      Geod. Az  |
 HU1269|                                                           dddmmss.s |
 HU1269| DC8456 SWAIN RM 1                           13.072 METERS 28522     |
 HU1269| HU1286 DEVLEN                              APPROX. 2.8 KM 2925926.2 |
 HU1269|---------------------------------------------------------------------|
 HU1269
 HU1269                          SUPERSEDED SURVEY CONTROL
 HU1269
 HU1269  NAD 83(1991)-  38 58 44.74400(N)    074 51 02.47572(W) AD(       ) 3
 HU1269  NAD 83(1986)-  38 58 44.73945(N)    074 51 02.47673(W) AD(       ) 3
 HU1269  NAD 27      -  38 58 44.33400(N)    074 51 03.86800(W) AD(       ) 3
 HU1269
 HU1269.Superseded values are not recommended for survey control.
 HU1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1269.See file dsdata.txt to determine how the superseded data were derived.
 HU1269
 HU1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1293314468(NAD 83)
 HU1269_MARKER: DS = TRIANGULATION STATION DISK
 HU1269_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HU1269_SP_SET: METAL PIPE IN CONCRETE
 HU1269
 HU1269  HISTORY     - Date     Condition        Report By
 HU1269  HISTORY     - 1936     MONUMENTED       CGS
 HU1269  HISTORY     - 1937     GOOD             CGS
 HU1269  HISTORY     - 1972     MARK NOT FOUND   NGS
 HU1269
 HU1269                          STATION DESCRIPTION
 HU1269
 HU1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 HU1269'LOCATED ABOUT 1 MILE W OF WILDWOOD CREST ON THE S SIDE OF SWAIN
 HU1269'CHANNEL AT ITS JUNCTION WITH THE INLAND WATERWAY.  IT IS 78 FEET
 HU1269'FROM A GRASS POINT ON THE NE AND 39 FEET INSHORE, ON THE W SIDE,
 HU1269'OF THE PRESENT BOAT CHANNEL.
 HU1269'
 HU1269'STATION IS ON A LOW SHELL KNOLL.  IT IS MARKED, AS DESCRIBED IN
 HU1269'NOTE 6C, BY A STANDARD DISK, STAMPED SWAIN 1936, SET IN TOP
 HU1269'OF AN 8-INCH CONCRETE-FILLED TILE AND WHICH PROJECTS 4 INCHES
 HU1269'ABOVE GROUND.
 HU1269'
 HU1269'REFERENCE MARK NO. 1 IS SET INSHORE FROM THE STATION MARK ON
 HU1269'LOWER MARSH LAND.  IT IS MARKED, AS DESCRIBED IN NOTE 13C, BY
 HU1269'A STANDARD DISK, STAMPED NO. 1 SWAIN 1936, SET IN AN 8-INCH
 HU1269'CONCRETE-FILLED TILE WHICH PROJECTS 6 INCHES ABOVE GROUND.
 HU1269
 HU1269                          STATION RECOVERY (1937)
 HU1269
 HU1269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 HU1269'RECOVERED IN GOOD CONDITION AND THE DESCRIPTION IS ADEQUATE
 HU1269'EXCEPT THE GRASSY POINT HAS WASHED AWAY ABOUT 12 FEET AND IS NOW
 HU1269'ONLY ABOUT 66 FEET FROM THE STATION.  THE BOAT CHANNEL OR INLAND
 HU1269'WATERWAY IS NOW ABOUT 36 FEET SE.
 HU1269'
 HU1269'REFERENCE MARK NO.1 RECOVERED AS DESCRIBED.
 HU1269
 HU1269                          STATION RECOVERY (1972)
 HU1269
 HU1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RST)
 HU1269'STATION SEARCHED FOR AND NOT FOUND.  STATION SHOULD BE
 HU1269'CONSIDERED LOST, DUE TO EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2875 ***********************************************************************
 JU2875  DESIGNATION -  SWAMP
 JU2875  PID         -  JU2875
 JU2875  STATE/COUNTY-  NJ/CAPE MAY
 JU2875  USGS QUAD   -  MARMORA (1994)
 JU2875
 JU2875                         *CURRENT SURVEY CONTROL
 JU2875  ___________________________________________________________________
 JU2875* NAD 83(1996)-  39 15 41.87641(N)    074 42 19.90321(W)     ADJUSTED  
 JU2875* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2875  ___________________________________________________________________
 JU2875  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 JU2875  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 JU2875
 JU2875  HORZ ORDER  -  THIRD
 JU2875
 JU2875.The horizontal coordinates were established by classical geodetic methods
 JU2875.and adjusted by the National Geodetic Survey in September 1999..
 JU2875
 JU2875.The orthometric height was scaled from a topographic map.
 JU2875
 JU2875.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2875
 JU2875.The geoid height was determined by GEOID03.
 JU2875
 JU2875;                    North         East     Units Scale Factor Converg.
 JU2875;SPC NJ       -    47,563.586   132,263.311   MT  0.99990387   -0 07 48.3
 JU2875;SPC NJ       -   156,048.20    433,933.88   sFT  0.99990387   -0 07 48.3
 JU2875;UTM  18      - 4,345,852.174   525,404.639   MT  0.99960795   +0 11 10.9
 JU2875
 JU2875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2875!SPC NJ       -   1.00000532  x   0.99990387  =   0.99990919
 JU2875!UTM  18      -   1.00000532  x   0.99960795  =   0.99961327
 JU2875
 JU2875:                Primary Azimuth Mark                     Grid Az
 JU2875:SPC NJ       -  PUBLIC                                   047 55 29.2
 JU2875:UTM  18      -  PUBLIC                                   047 36 30.0
 JU2875
 JU2875|---------------------------------------------------------------------|
 JU2875| PID    Reference Object                     Distance      Geod. Az  |
 JU2875|                                                           dddmmss.s |
 JU2875| JU2879 PUBLIC                              APPROX. 3.2 KM 0474740.9 |
 JU2875| CB3108 SWAMP RM 1                           10.871 METERS 16832     |
 JU2875| CB3109 SWAMP RM 2                            9.062 METERS 34757     |
 JU2875|---------------------------------------------------------------------|
 JU2875
 JU2875                          SUPERSEDED SURVEY CONTROL
 JU2875
 JU2875  NAD 83(1986)-  39 15 41.86206(N)    074 42 19.90599(W) AD(       ) 3
 JU2875  NAD 27      -  39 15 41.44700(N)    074 42 21.32900(W) AD(       ) 3
 JU2875
 JU2875.Superseded values are not recommended for survey control.
 JU2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2875.See file dsdata.txt to determine how the superseded data were derived.
 JU2875
 JU2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2540545852(NAD 83)
 JU2875_MARKER: DS = TRIANGULATION STATION DISK
 JU2875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2875
 JU2875  HISTORY     - Date     Condition        Report By
 JU2875  HISTORY     - 1935     MONUMENTED       CGS
 JU2875  HISTORY     - 1936     GOOD             NJGS
 JU2875  HISTORY     - 1950     SEE DESCRIPTION  CGS
 JU2875
 JU2875                          STATION DESCRIPTION
 JU2875
 JU2875'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2875'THIS STATION IS LOCATED ON THE N SIDE OF HIGHWAY LEADING FROM
 JU2875'BEESLEYS POINT TO TUCKAHOE AND CORBIN CITY, N.J.
 JU2875'
 JU2875'TO REACH STATION BY TRUCK FROM BEESLEYS POINT, END OF BRIDGE
 JU2875'OVER GREAT EGG HARBOR RIVER FROM SOMERS POINT, GO 1.65 MILES TO
 JU2875'SOUTHWARD ON U.S. 9, N.J. 4.  TURN TO RIGHT ON OLD MACADAM ROAD AT
 JU2875'THIS POINT MARKED TUCKAHOE.  0.75 MILE FROM HERE MACADAM ROAD
 JU2875'JOINS CONCRETE HIGHWAY N.J. 50.  FOLLOW THIS 2.9 MILES TO CENTER
 JU2875'OF BRIDGE OVER CEDAR SWAMP CREEK.  STATION IS 0.2 MILE
 JU2875'FURTHER FROM THIS BRIDGE.  STATION IS 7.8 FEET FROM N EDGE OF
 JU2875'CONCRETE HIGHWAY AND 17.85 FEET FROM CENTER LINE OF HIGHWAY.
 JU2875'
 JU2875'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2875'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A, EXCEPT
 JU2875'CONCRETE MONUMENTS WERE FASTENED TO THE UPPER END OF 2 X 4 PILES
 JU2875'DRIVEN INTO THE GROUND.  ALL DISKS STAMPED SWAMP 1935.  REFERENCE
 JU2875'MARKS WERE STAMPED 1 AND 2 RESPECTIVELY.
 JU2875'
 JU2875'REFERENCE MARK NO.1 IS DIRECTLY ACROSS THE HIGHWAY FROM STATION
 JU2875'AND 7.45 FEET FROM EDGE OF HIGHWAY.
 JU2875'
 JU2875'DISTANCES FROM REFERENCE MARK NO.1 TO POWERLINE POLE TO SW 61.5
 JU2875'FEET, POWERLINE POLE T.C. 3-20, 89.5 FEET.
 JU2875'
 JU2875'REFERENCE MARK NO. 2 IS TO THE N OF THE STATION IN THE MARSH.
 JU2875'
 JU2875'DISTANCES FROM STATION TO POLE (B.T.T. CO. 2-2330) 65.2 FEET.  POLE
 JU2875'(B.T.T. CO. 2329) 65.2 FEET.  POLE (POWERLINE TC-3-20) 97.5
 JU2875'FEET.  POLE (POWERLINE TO SW) 69.0 FEET.
 JU2875'
 JU2875'NO TOWER WAS NECESSARY AT THIS STATION.
 JU2875'
 JU2875'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 JU2875
 JU2875                          STATION RECOVERY (1936)
 JU2875
 JU2875'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 JU2875'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE
 JU2875'MARK NO. 2 FOUND TO BE SLIGHTLY UNSTABLE.
 JU2875
 JU2875                          STATION RECOVERY (1950)
 JU2875
 JU2875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2875'STATION MARK WAS FOUND DESTROYED, AS IT WAS LYING ON THE SIDE OF
 JU2875'THE ROAD.  AN EXCAVATION, 4 FEET IN DIAMETER AND 3-1/2 FEET IN
 JU2875'DEPTH, FAILED TO REVEAL AN UNDERGROUND MARK.  REFERENCE MARK 2 WAS
 JU2875'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AFTER
 JU2875'AN HOURS SEARCH AND IS BELIEVED TO HAVE BEEN DESTROYED.  THE
 JU2875'PUBLISHED DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3976 ***********************************************************************
 KV3976  DESIGNATION -  SWAMP
 KV3976  PID         -  KV3976
 KV3976  STATE/COUNTY-  NJ/PASSAIC
 KV3976  USGS QUAD   -  WEEHAWKEN (1995)
 KV3976
 KV3976                         *CURRENT SURVEY CONTROL
 KV3976  ___________________________________________________________________
 KV3976* NAD 83(1996)-  40 50 31.65813(N)    074 07 24.40075(W)     ADJUSTED  
 KV3976* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 KV3976  ___________________________________________________________________
 KV3976  LAPLACE CORR-           6.32  (seconds)                    DEFLEC99
 KV3976  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV3976
 KV3976  HORZ ORDER  -  THIRD
 KV3976
 KV3976.The horizontal coordinates were established by classical geodetic methods
 KV3976.and adjusted by the National Geodetic Survey in September 1999..
 KV3976
 KV3976.The orthometric height was scaled from a topographic map.
 KV3976
 KV3976.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3976
 KV3976.The geoid height was determined by GEOID03.
 KV3976
 KV3976;                    North         East     Units Scale Factor Converg.
 KV3976;SPC NJ       -   223,085.414   181,753.885   MT  0.99991241   +0 14 46.5
 KV3976;SPC NJ       -   731,906.06    596,304.20   sFT  0.99991241   +0 14 46.5
 KV3976;SPC NY L     -    75,014.819   289,589.276   MT  0.99999491   -0 04 50.7
 KV3976;SPC NY L     -   246,111.12    950,094.15   sFT  0.99999491   -0 04 50.7
 KV3976;UTM  18      - 4,521,601.611   573,895.689   MT  0.99966721   +0 34 23.8
 KV3976
 KV3976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3976!SPC NJ       -   1.00000430  x   0.99991241  =   0.99991671
 KV3976!SPC NY L     -   1.00000430  x   0.99999491  =   0.99999921
 KV3976!UTM  18      -   1.00000430  x   0.99966721  =   0.99967151
 KV3976
 KV3976:                Primary Azimuth Mark                     Grid Az
 KV3976:SPC NJ       -  STONE                                    023 31 43.3
 KV3976:SPC NY L     -  STONE                                    023 51 20.5
 KV3976:UTM  18      -  STONE                                    023 12 06.0
 KV3976
 KV3976|---------------------------------------------------------------------|
 KV3976| PID    Reference Object                     Distance      Geod. Az  |
 KV3976|                                                           dddmmss.s |
 KV3976| KV4007 STONE                               APPROX. 0.5 KM 0234629.8 |
 KV3976| CB6448 SWAMP RM 1                           12.649 METERS 03951     |
 KV3976| KV3971 DITCH                               APPROX. 0.5 KM 0463200.5 |
 KV3976| KV3975 E RUTHERFORD STAND BLEACH CHIM      APPROX. 0.7 KM 0784320.2 |
 KV3976| CB6449 SWAMP RM 2                           12.832 METERS 13817     |
 KV3976| KV3983 TREE                                154.545 METERS 15124     |
 KV3976| KV3919 BEND                                473.834 METERS 1890634.8 |
 KV3976| KV4214 TURN                                333.541 METERS 19821     |
 KV3976|---------------------------------------------------------------------|
 KV3976
 KV3976                          SUPERSEDED SURVEY CONTROL
 KV3976
 KV3976  NAD 83(1996)-  40 50 31.65791(N)    074 07 24.40108(W) AD(       ) 3
 KV3976  NAD 83(1996)-  40 50 31.65325(N)    074 07 24.40736(W) AD(       ) 3
 KV3976  NAD 83(1992)-  40 50 31.65339(N)    074 07 24.40754(W) AD(       ) 3
 KV3976  NAD 83(1986)-  40 50 31.65587(N)    074 07 24.41252(W) AD(       ) 3
 KV3976  NAD 27      -  40 50 31.30900(N)    074 07 25.89500(W) AD(       ) 3
 KV3976
 KV3976.Superseded values are not recommended for survey control.
 KV3976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3976.See file dsdata.txt to determine how the superseded data were derived.
 KV3976
 KV3976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7389621602(NAD 83)
 KV3976_MARKER: DS = TRIANGULATION STATION DISK
 KV3976_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV3976_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV3976
 KV3976  HISTORY     - Date     Condition        Report By
 KV3976  HISTORY     - 1913     MONUMENTED       CGS
 KV3976  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV3976
 KV3976                          STATION DESCRIPTION
 KV3976
 KV3976'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV3976'STATION IS ON THE W SIDE OF THE PASSAIC RIVER, ABOUT 40 METERS
 KV3976'TO THE NORTHWESTWARD FROM THE ABUTMENT OF UNION AVENUE BRIDGE
 KV3976'25 METERS E OF THE E CORNER OF UNION AVENUE AND THE RIVER
 KV3976'ROAD, AND 35 METERS FROM THE SHORE.
 KV3976'
 KV3976'THE STATION IS MARKED BY A C. AND G.S. STANDARD DISK CEMENTED
 KV3976'IN THE TOP OF A 4-INCH TILE PIPE AND SUNK TO THE GROUND
 KV3976'LEVEL.  THE SUBSURFACE MARK IS A BURIED BOTTLE.
 KV3976'
 KV3976'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CONCRETE CONTAINED
 KV3976'IN A 4-INCH TILE PIPE AND SUNK TO THE GROUND LEVEL, ARE PLACED
 KV3976'RESPECTIVELY 41.5 FEET N 47 DEG E AND 42.1 FEET S 35 DEG E FROM
 KV3976'THE STATION.
 KV3976
 KV3976                          STATION RECOVERY (1933)
 KV3976
 KV3976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3976'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2882 ***********************************************************************
 JU2882  DESIGNATION -  SWAN
 JU2882  PID         -  JU2882
 JU2882  STATE/COUNTY-  NJ/ATLANTIC
 JU2882  USGS QUAD   -  MARMORA (1994)
 JU2882
 JU2882                         *CURRENT SURVEY CONTROL
 JU2882  ___________________________________________________________________
 JU2882* NAD 83(1996)-  39 18 17.65268(N)    074 40 09.79991(W)     ADJUSTED  
 JU2882* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2882  ___________________________________________________________________
 JU2882  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 JU2882  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 JU2882
 JU2882  HORZ ORDER  -  THIRD
 JU2882
 JU2882.The horizontal coordinates were established by classical geodetic methods
 JU2882.and adjusted by the National Geodetic Survey in September 1999..
 JU2882
 JU2882.The orthometric height was scaled from a topographic map.
 JU2882
 JU2882.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2882
 JU2882.The geoid height was determined by GEOID03.
 JU2882
 JU2882;                    North         East     Units Scale Factor Converg.
 JU2882;SPC NJ       -    52,360.658   135,391.094   MT  0.99990263   -0 06 26.3
 JU2882;SPC NJ       -   171,786.59    444,195.61   sFT  0.99990263   -0 06 26.3
 JU2882;UTM  18      - 4,350,665.037   528,504.955   MT  0.99961000   +0 12 33.9
 JU2882
 JU2882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2882!SPC NJ       -   1.00000530  x   0.99990263  =   0.99990793
 JU2882!UTM  18      -   1.00000530  x   0.99961000  =   0.99961530
 JU2882
 JU2882:                Primary Azimuth Mark                     Grid Az
 JU2882:SPC NJ       -  JEFF                                     048 17 15.6
 JU2882:UTM  18      -  JEFF                                     047 58 15.4
 JU2882
 JU2882|---------------------------------------------------------------------|
 JU2882| PID    Reference Object                     Distance      Geod. Az  |
 JU2882|                                                           dddmmss.s |
 JU2882| JU2883 JEFF                                APPROX. 2.1 KM 0481049.3 |
 JU2882| CB3111 SWAN RM 2                            25.494 METERS 07536     |
 JU2882| CB3110 SWAN RM 1                            14.285 METERS 33925     |
 JU2882|---------------------------------------------------------------------|
 JU2882
 JU2882                          SUPERSEDED SURVEY CONTROL
 JU2882
 JU2882  NAD 83(1986)-  39 18 17.63889(N)    074 40 09.80151(W) AD(       ) 3
 JU2882  NAD 27      -  39 18 17.22300(N)    074 40 11.23100(W) AD(       ) 3
 JU2882
 JU2882.Superseded values are not recommended for survey control.
 JU2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2882.See file dsdata.txt to determine how the superseded data were derived.
 JU2882
 JU2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2850550665(NAD 83)
 JU2882_MARKER: DS = TRIANGULATION STATION DISK
 JU2882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2882
 JU2882  HISTORY     - Date     Condition        Report By
 JU2882  HISTORY     - 1935     MONUMENTED       CGS
 JU2882  HISTORY     - 1937     GOOD             CGS
 JU2882  HISTORY     - 1950     GOOD             CGS
 JU2882  HISTORY     - 1983     MARK NOT FOUND   USGS
 JU2882
 JU2882                          STATION DESCRIPTION
 JU2882
 JU2882'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2882'SITUATED ON THE N BANK OF THE CREEK MIDWAY BETWEEN THE TUCKAHOE
 JU2882'AND GREAT EGG HARBOR RIVERS, ON THE FIRST POINT ABOVE THE MOUTH
 JU2882'WHERE THE CREEK BENDS FROM SW TO NW.
 JU2882'
 JU2882'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2882'CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2882'
 JU2882'REFERENCE MARK NO. 2 IS IN LINE WITH SOMERS POINT STANDPIPE,
 JU2882'AND THE STATION MARK AND MIDWAY BETWEEN THE TENTH AND ELEVENTH
 JU2882'POLES N OF THE MORE NORTHERLY OF THE TWO SOUTHERLY STEEL
 JU2882'TOWERS.  IT IS 40 FEET BACK FROM THE EDGE OF THE CREEK.
 JU2882'
 JU2882'REFERENCE MARK NO.1 IS ON LINE BETWEEN THE STATION AND
 JU2882'TRIANGULATION STATION W ELECTRIC AND IS 9 FEET E OF A SMALL
 JU2882'IRRIGATION DITCH.  THE STATION IS 156 FEET N OF AND PARALLEL
 JU2882'TO THIS DITCH 35 FEET EASTERLY.
 JU2882'
 JU2882'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 JU2882
 JU2882                          STATION RECOVERY (1937)
 JU2882
 JU2882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2882'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 JU2882'CONDITION.  THE ORIGINAL DESCRIPTION WAS FOUND TO BE COMPLETE
 JU2882'AND THE TOPOGRAPHIC FEATURES HAVE REMAINED UNCHANGED.  HOWEVER,
 JU2882'THE STATION IS LOCATED ON THE NORTHERN SHORE OF THE MIDDLE
 JU2882'RIVER 0.55 NAUTICAL MILE FROM ITS MOUTH AND 0.4 NAUTICAL MILE
 JU2882'ESE OF THE POINT AT WHICH THE OVERHEAD ELECTRIC CABLES CROSS
 JU2882'THE RIVER.
 JU2882'
 JU2882'THE STATION CAN BE REACHED ONLY BY BOAT.
 JU2882
 JU2882                          STATION RECOVERY (1950)
 JU2882
 JU2882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2882'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU2882'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 JU2882'AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 JU2882'AND CORRECT.
 JU2882
 JU2882                          STATION RECOVERY (1983)
 JU2882
 JU2882'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JU2882'COULD NOT FIND AFTER A THOROUGH SEARCH.  NO SIGN OF DESTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3280 ***********************************************************************
 JU3280  DESIGNATION -  SWEDESBORO
 JU3280  PID         -  JU3280
 JU3280  STATE/COUNTY-  NJ/GLOUCESTER
 JU3280  USGS QUAD   -  BRIDGEPORT (1995)
 JU3280
 JU3280                         *CURRENT SURVEY CONTROL
 JU3280  ___________________________________________________________________
 JU3280* NAD 83(1996)-  39 45 15.17446(N)    075 19 00.56411(W)     ADJUSTED  
 JU3280* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 JU3280  ___________________________________________________________________
 JU3280  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 JU3280  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JU3280
 JU3280  HORZ ORDER  -  SECOND
 JU3280
 JU3280.The horizontal coordinates were established by classical geodetic methods
 JU3280.and adjusted by the National Geodetic Survey in September 1999..
 JU3280
 JU3280.The orthometric height was scaled from a topographic map.
 JU3280
 JU3280.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3280
 JU3280.The geoid height was determined by GEOID03.
 JU3280
 JU3280;                    North         East     Units Scale Factor Converg.
 JU3280;SPC NJ       -   102,546.160    80,005.426   MT  0.99996030   -0 31 20.6
 JU3280;SPC NJ       -   336,436.86    262,484.47   sFT  0.99996030   -0 31 20.6
 JU3280;SPC DE       -   194,744.752   208,556.453   MT  0.99999590   +0 03 49.9
 JU3280;SPC DE       -   638,925.07    684,238.96   sFT  0.99999590   +0 03 49.9
 JU3280;SPC PA S     -    49,605.317   808,501.839   MT  1.00003284   +1 34 43.1
 JU3280;SPC PA S     -   162,746.78  2,652,559.78   sFT  1.00003284   +1 34 43.1
 JU3280;UTM  18      - 4,400,526.069   472,859.316   MT  0.99960907   -0 12 09.4
 JU3280
 JU3280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3280!SPC NJ       -   1.00000430  x   0.99996030  =   0.99996460
 JU3280!SPC DE       -   1.00000430  x   0.99999590  =   1.00000020
 JU3280!SPC PA S     -   1.00000430  x   1.00003284  =   1.00003714
 JU3280!UTM  18      -   1.00000430  x   0.99960907  =   0.99961337
 JU3280
 JU3280|---------------------------------------------------------------------|
 JU3280| PID    Reference Object                     Distance      Geod. Az  |
 JU3280|                                                           dddmmss.s |
 JU3280| CB3116 SWEDESBORO RM 1                      92.385 METERS 00023     |
 JU3280| CB3117 SWEDESBORO RM 2                      20.178 METERS 08145     |
 JU3280| JU3283 SWEDESBORO TRINITY EPIS CHURCH      APPROX. 0.9 KM 1155342.0 |
 JU3280| JU3240 SWEDESBORO DILKS CO SQUAT TANK      APPROX. 0.7 KM 1641602.4 |
 JU3280| JU3239 SWEDESBORO HIGH SCHOOL CUPOLA       APPROX. 1.3 KM 1775255.7 |
 JU3280| JU3266 AIRWAY BEACON 66 B                  APPROX. 7.8 KM 2644539.5 |
 JU3280|---------------------------------------------------------------------|
 JU3280
 JU3280                          SUPERSEDED SURVEY CONTROL
 JU3280
 JU3280  NAD 83(1991)-  39 45 15.17412(N)    075 19 00.56235(W) AD(       ) 2
 JU3280  NAD 83(1986)-  39 45 15.16977(N)    075 19 00.56707(W) AD(       ) 2
 JU3280  NAD 27      -  39 45 14.76500(N)    075 19 01.88900(W) AD(       ) 2
 JU3280
 JU3280.Superseded values are not recommended for survey control.
 JU3280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3280.See file dsdata.txt to determine how the superseded data were derived.
 JU3280
 JU3280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7285900526(NAD 83)
 JU3280_MARKER: DS = TRIANGULATION STATION DISK
 JU3280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3280_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3280
 JU3280  HISTORY     - Date     Condition        Report By
 JU3280  HISTORY     - 1933     MONUMENTED       CGS
 JU3280  HISTORY     - 1946     GOOD             CGS
 JU3280  HISTORY     - 1953     MARK NOT FOUND   USGS
 JU3280  HISTORY     - 1986     GOOD             NJGS
 JU3280  HISTORY     - 19981114 MARK NOT FOUND   USPSQD
 JU3280
 JU3280                          STATION DESCRIPTION
 JU3280
 JU3280'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3280'STATION IS NEAR THE WESTERNMOST HIGHWAY DRAWBRIDGE OVER RACCOON
 JU3280'CREEK AT SWEDESBORO, NEW JERSEY.
 JU3280'
 JU3280'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JU3280'DISKS SET IN CONCRETE.
 JU3280'
 JU3280'REFERENCE MARK NO.1 IS A STANDARD DISK CEMENTED IN DRILL HOLE
 JU3280'FLUSH WITH THE TOP OF THE S ABUTMENT OF BRIDGE.  THIS MARK IS 4
 JU3280'FEET E OF W END OF ABUTMENT, 20.7 FEET W OF E END OF ABUTMENT,
 JU3280'AND 79.35 FEET FROM THE CENTER OF THE BRIDGE.
 JU3280'
 JU3280'REFERENCE MARK NO.2 EXTENDS 3 INCHES ABOVE THE EARTHS SURFACE
 JU3280'AND IS 1 FOOT W OF A N-S FENCE AND ACROSS THE ROAD FROM
 JU3280'STATION.  IT IS APPROXIMATELY 72 FEET S OF A FENCE CORNER.
 JU3280'
 JU3280'TO REACH STATION--BEGIN AT THE NW CORNER OF SWEDESBORO GRAMMAR
 JU3280'SCHOOL BUILDING WHICH IS AT THE CORNER OF N SECOND AND BROAD
 JU3280'STREETS AND GO W ON BROAD STREET TO ITS END.  THIS STREET
 JU3280'INTERSECTS A ROAD RUNNING IN A N AND S DIRECTION AT ITS END, AND
 JU3280'STATION IS APPROXIMATELY 100 FEET S ON THE W SIDE OF THIS
 JU3280'ROAD.  (THE INTERSECTION OF THE STREET AND ROAD IS MARKED BY A
 JU3280'MARBLE SLAB WITH A DRILL HOLE IN THE CENTER.) STATION IS 46
 JU3280'FEET W CENTER LINE OF ROAD, 36 FEET W OF ELECTRIC POWER LINE ON
 JU3280'PROLONGATION OF CENTER LINE OF BRIDGE, APPROXIMATELY 300
 JU3280'FEET S OF BRIDGE AND 127.97 FEET S OF MARBLE STONE
 JU3280'INTERSECTION MARKER.  THIS STATION IS IN THE NE CORNER
 JU3280'OF A PLOWED FIELD AND AT THE SE CORNER OF A GRAVEL PIT.
 JU3280'STATION MARKER IS 6 INCHES BELOW THE EARTHS SURFACE.
 JU3280'
 JU3280'POINT ESTABLISHED ON BRIDGE IS REFERENCE MARK NO.1.
 JU3280
 JU3280                          STATION RECOVERY (1946)
 JU3280
 JU3280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3280'MEASUREMENTS FROM REFERENCE MARKS 1 AND 2 INDICATE THAT THE
 JU3280'POSITION OF THE ORIGINAL STATION IS BENEATH A RECENTLY ERECTED
 JU3280'CINDER-BLOCK HOUSE.  ACCORDING TO LOCAL INFORMATION THIS GROUND
 JU3280'WAS EXCAVATED BY A BULLDOZER PREVIOUS TO THE CONSTRUCTION OF THIS
 JU3280'HOUSE.
 JU3280'
 JU3280'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS DESTROYED.
 JU3280'
 JU3280'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 JU3280
 JU3280                          STATION RECOVERY (1953)
 JU3280
 JU3280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 JU3280'STATION DESTROYED.  IT IS NOW COVERED BY A HOUSE EXCAVATION FOR
 JU3280'BASEMENT.
 JU3280'
 JU3280'REFERENCE MARKS WERE FOUND AS DESCRIBED.
 JU3280
 JU3280                          STATION RECOVERY (1986)
 JU3280
 JU3280'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1986 (JO)
 JU3280'RECOVERED IN GOOD CONDITION.
 JU3280
 JU3280                          STATION RECOVERY (1998)
 JU3280
 JU3280'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3240 ***********************************************************************
 JU3240  DESIGNATION -  SWEDESBORO DILKS CO SQUAT TANK
 JU3240  PID         -  JU3240
 JU3240  STATE/COUNTY-  NJ/GLOUCESTER
 JU3240  USGS QUAD   -  WOODSTOWN (1982)
 JU3240
 JU3240                         *CURRENT SURVEY CONTROL
 JU3240  ___________________________________________________________________
 JU3240* NAD 83(1996)-  39 44 52.03872(N)    075 18 52.12114(W)     ADJUSTED  
 JU3240* NAVD 88     -                                                        
 JU3240  ___________________________________________________________________
 JU3240  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 JU3240  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU3240
 JU3240  HORZ ORDER  -  THIRD
 JU3240
 JU3240.The horizontal coordinates were established by classical geodetic methods
 JU3240.and adjusted by the National Geodetic Survey in September 1999..
 JU3240
 JU3240
 JU3240.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3240
 JU3240.The geoid height was determined by GEOID03.
 JU3240
 JU3240;                    North         East     Units Scale Factor Converg.
 JU3240;SPC NJ       -   101,830.844    80,199.912   MT  0.99995996   -0 31 14.9
 JU3240;SPC NJ       -   334,090.03    263,122.54   sFT  0.99995996   -0 31 14.9
 JU3240;SPC DE       -   194,031.438   208,758.253   MT  0.99999594   +0 03 55.2
 JU3240;SPC DE       -   636,584.81    684,901.04   sFT  0.99999594   +0 03 55.2
 JU3240;SPC PA S     -    48,897.561   808,722.434   MT  1.00003419   +1 34 48.5
 JU3240;SPC PA S     -   160,424.75  2,653,283.52   sFT  1.00003419   +1 34 48.5
 JU3240;UTM  18      - 4,399,812.101   473,057.720   MT  0.99960894   -0 12 03.9
 JU3240
 JU3240                          SUPERSEDED SURVEY CONTROL
 JU3240
 JU3240  NAD 83(1991)-  39 44 52.03758(N)    075 18 52.11925(W) AD(       ) 4
 JU3240  NAD 83(1986)-  39 44 52.03382(N)    075 18 52.12394(W) AD(       ) 4
 JU3240  NAD 27      -  39 44 51.63300(N)    075 18 53.44700(W) AD(       ) 3
 JU3240
 JU3240.Superseded values are not recommended for survey control.
 JU3240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3240.See file dsdata.txt to determine how the superseded data were derived.
 JU3240
 JU3240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7305899812(NAD 83)
 JU3240_MARKER: 51 = TANK
 JU3240
 JU3240  HISTORY     - Date     Condition        Report By
 JU3240  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3240  HISTORY     - 1946     GOOD             CGS
 JU3240  HISTORY     - 20050205 MARK NOT FOUND   GEOCAC
 JU3240
 JU3240                          STATION DESCRIPTION
 JU3240
 JU3240'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3240'THIS STATION IS THE CENTER OF THE BALL AT THE TIP OF THE SQUAT
 JU3240'BLACK WATER TANK AT THE WILLIAM W. DILKS AND SONS, INCORPORATED
 JU3240'PLANT 1/4 MILE S OF THE RAILROAD STATION.  THE TANK IS ABOUT
 JU3240'100 FEET W OF THE PENNSYLVANIA RAILROAD AND 75 FEET S OF
 JU3240'RICHARDSON AVENUE.  THE TANK IS ABOUT 90 FEET HIGH.
 JU3240
 JU3240                          STATION RECOVERY (1946)
 JU3240
 JU3240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3240'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU3240'IS ADEQUATE.
 JU3240
 JU3240                          STATION RECOVERY (2005)
 JU3240
 JU3240'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 JU3240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3239 ***********************************************************************
 JU3239  DESIGNATION -  SWEDESBORO HIGH SCHOOL CUPOLA
 JU3239  PID         -  JU3239
 JU3239  STATE/COUNTY-  NJ/GLOUCESTER
 JU3239  USGS QUAD   -  WOODSTOWN (1982)
 JU3239
 JU3239                         *CURRENT SURVEY CONTROL
 JU3239  ___________________________________________________________________
 JU3239* NAD 83(1996)-  39 44 32.21336(N)    075 18 58.50616(W)     ADJUSTED  
 JU3239* NAVD 88     -                                                        
 JU3239  ___________________________________________________________________
 JU3239  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 JU3239  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU3239
 JU3239  HORZ ORDER  -  THIRD
 JU3239
 JU3239.The horizontal coordinates were established by classical geodetic methods
 JU3239.and adjusted by the National Geodetic Survey in September 1999..
 JU3239
 JU3239
 JU3239.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3239
 JU3239.The geoid height was determined by GEOID03.
 JU3239
 JU3239;                    North         East     Units Scale Factor Converg.
 JU3239;SPC NJ       -   101,220.832    80,042.343   MT  0.99996023   -0 31 18.8
 JU3239;SPC NJ       -   332,088.68    262,605.59   sFT  0.99996023   -0 31 18.8
 JU3239;SPC DE       -   193,419.824   208,606.927   MT  0.99999591   +0 03 51.1
 JU3239;SPC DE       -   634,578.21    684,404.56   sFT  0.99999591   +0 03 51.1
 JU3239;SPC PA S     -    48,282.136   808,587.324   MT  1.00003537   +1 34 44.4
 JU3239;SPC PA S     -   158,405.64  2,652,840.25   sFT  1.00003537   +1 34 44.4
 JU3239;UTM  18      - 4,399,201.433   472,903.612   MT  0.99960904   -0 12 07.9
 JU3239
 JU3239                          SUPERSEDED SURVEY CONTROL
 JU3239
 JU3239  NAD 83(1991)-  39 44 32.21222(N)    075 18 58.50413(W) AD(       ) 4
 JU3239  NAD 83(1986)-  39 44 32.20898(N)    075 18 58.50896(W) AD(       ) 4
 JU3239  NAD 27      -  39 44 31.80400(N)    075 18 59.82900(W) AD(       ) 3
 JU3239
 JU3239.Superseded values are not recommended for survey control.
 JU3239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3239.See file dsdata.txt to determine how the superseded data were derived.
 JU3239
 JU3239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7290499201(NAD 83)
 JU3239_MARKER: 86 = CUPOLA
 JU3239
 JU3239  HISTORY     - Date     Condition        Report By
 JU3239  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3239  HISTORY     - 1946     GOOD             CGS
 JU3239  HISTORY     - 20050205 GOOD             GEOCAC
 JU3239
 JU3239                          STATION DESCRIPTION
 JU3239
 JU3239'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3239'THIS STATION IS THE CENTER OF THE SQUARE WOOD FINIAL ON THE
 JU3239'CUPOLA OF THE SWEDESBORO HIGH SCHOOL ON THE W SIDE OF KINGS
 JU3239'HIGHWAY BETWEEN MECHANIC STREET, AND BRIDGEPORT AVENUE.  THE
 JU3239'SCHOOL IS A RED BRICK BUILDING.  THE CUPOLA IS AT THE CENTER OF
 JU3239'THE BUILDING.  IT IS A SQUARE WHITE WOOD CUPOLA WITH A PYRAMIDAL
 JU3239'ROOF AND A SQUARE WOODEN FINIAL AT THE TIP OF THE ROOF.  THE
 JU3239'BUILDING WAS ERECTED IN 1922.
 JU3239
 JU3239                          STATION RECOVERY (1946)
 JU3239
 JU3239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3239'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU3239'IS ADEQUATE.
 JU3239
 JU3239                          STATION RECOVERY (2005)
 JU3239
 JU3239'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 JU3239'BUILDING IS NOW WALTER H. HILL ELEMENTARY SCHOOL AT 1815 KINGS
 JU3239'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3283 ***********************************************************************
 JU3283  DESIGNATION -  SWEDESBORO TRINITY EPIS CHURCH
 JU3283  PID         -  JU3283
 JU3283  STATE/COUNTY-  NJ/GLOUCESTER
 JU3283  USGS QUAD   -  BRIDGEPORT (1995)
 JU3283
 JU3283                         *CURRENT SURVEY CONTROL
 JU3283  ___________________________________________________________________
 JU3283* NAD 83(1996)-  39 45 02.06317(N)    075 18 25.57943(W)     ADJUSTED  
 JU3283* NAVD 88     -                                                        
 JU3283  ___________________________________________________________________
 JU3283  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 JU3283  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU3283
 JU3283  HORZ ORDER  -  THIRD
 JU3283
 JU3283.The horizontal coordinates were established by classical geodetic methods
 JU3283.and adjusted by the National Geodetic Survey in September 1999..
 JU3283
 JU3283
 JU3283.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3283
 JU3283.The geoid height was determined by GEOID03.
 JU3283
 JU3283;                    North         East     Units Scale Factor Converg.
 JU3283;SPC NJ       -   102,134.272    80,834.538   MT  0.99995888   -0 30 58.0
 JU3283;SPC NJ       -   335,085.52    265,204.65   sFT  0.99995888   -0 30 58.0
 JU3283;SPC DE       -   194,341.354   209,389.765   MT  0.99999609   +0 04 12.2
 JU3283;SPC DE       -   637,601.59    686,972.92   sFT  0.99999609   +0 04 12.2
 JU3283;SPC PA S     -    49,224.075   809,345.556   MT  1.00003360   +1 35 05.8
 JU3283;SPC PA S     -   161,495.99  2,655,327.88   sFT  1.00003360   +1 35 05.8
 JU3283;UTM  18      - 4,400,118.957   473,690.421   MT  0.99960852   -0 11 47.0
 JU3283
 JU3283                          SUPERSEDED SURVEY CONTROL
 JU3283
 JU3283  NAD 83(1991)-  39 45 02.06266(N)    075 18 25.57734(W) AD(       ) 4
 JU3283  NAD 83(1986)-  39 45 02.05825(N)    075 18 25.58170(W) AD(       ) 4
 JU3283  NAD 27      -  39 45 01.65400(N)    075 18 26.90700(W) AD(       ) 3
 JU3283
 JU3283.Superseded values are not recommended for survey control.
 JU3283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3283.See file dsdata.txt to determine how the superseded data were derived.
 JU3283
 JU3283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7369000119(NAD 83)
 JU3283_MARKER: 90 = CHURCH SPIRE
 JU3283
 JU3283  HISTORY     - Date     Condition        Report By
 JU3283  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3283  HISTORY     - 1946     GOOD             CGS
 JU3283  HISTORY     - 19981114 GOOD             USPSQD
 JU3283  HISTORY     - 20050205 GOOD             GEOCAC
 JU3283
 JU3283                          STATION DESCRIPTION
 JU3283
 JU3283'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3283'THIS STATION IS THE FINIAL OF THE SPIRE OF THE TRINITY PROTESTANT
 JU3283'EPISCOPAL CHURCH IN THE S CORNER OF A SMALL CEMETERY AT THE N
 JU3283'CORNER OF KINGS HIGHWAY AND CHURCH STREET, SWEDESBORO.  THE
 JU3283'CHURCH IS A RED BRICK BUILDING WITH A SQUARE BRICK TOWER AT THE
 JU3283'NW (REAR) END.  A SQUARE WHITE WOODEN BELFRY RISES 10 FEET ABOVE
 JU3283'THE TOP OF THE BRICK TOWER.  THERE IS A FENCED PLATFORM AROUND
 JU3283'TOP OF TOWER.  THE SPIRE RISES 30 FEET ABOVE BELFRY.  THE
 JU3283'LOWER PART OF THE SPIRE IS SQUARE AND THE UPPER PART IS
 JU3283'OCTAGONAL.  SPIRE HAS FINIAL WITH BALL AND WEATHER VANE AT
 JU3283'TIP.
 JU3283
 JU3283                          STATION RECOVERY (1946)
 JU3283
 JU3283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3283'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 JU3283'ADEQUATE.
 JU3283
 JU3283                          STATION RECOVERY (1998)
 JU3283
 JU3283'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3283'RECOVERED IN GOOD CONDITION.
 JU3283
 JU3283                          STATION RECOVERY (2005)
 JU3283
 JU3283'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 JU3283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4708 ***********************************************************************
 KV4708  DESIGNATION -  SWIFT ARMOUR COMPANY STACK
 KV4708  PID         -  KV4708
 KV4708  STATE/COUNTY-  NJ/HUDSON
 KV4708  USGS QUAD   -  ELIZABETH (1995)
 KV4708
 KV4708                         *CURRENT SURVEY CONTROL
 KV4708  ___________________________________________________________________
 KV4708* NAD 83(1996)-  40 44 48.73047(N)    074 08 12.47776(W)     ADJUSTED  
 KV4708* NAVD 88     -                                                        
 KV4708  ___________________________________________________________________
 KV4708  LAPLACE CORR-           6.25  (seconds)                    DEFLEC99
 KV4708  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KV4708
 KV4708  HORZ ORDER  -  THIRD
 KV4708
 KV4708.The horizontal coordinates were established by classical geodetic methods
 KV4708.and adjusted by the National Geodetic Survey in September 1999..
 KV4708
 KV4708
 KV4708.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4708
 KV4708.The geoid height was determined by GEOID03.
 KV4708
 KV4708;                    North         East     Units Scale Factor Converg.
 KV4708;SPC NJ       -   212,503.326   180,671.523   MT  0.99991158   +0 14 13.5
 KV4708;SPC NJ       -   697,188.00    592,753.16   sFT  0.99991158   +0 14 13.5
 KV4708;SPC NY L     -    64,438.193   288,446.484   MT  0.99999652   -0 05 22.1
 KV4708;SPC NY L     -   211,410.97    946,344.84   sFT  0.99999652   -0 05 22.1
 KV4708;UTM  18      - 4,511,016.125   572,873.934   MT  0.99966536   +0 33 48.4
 KV4708
 KV4708                          SUPERSEDED SURVEY CONTROL
 KV4708
 KV4708  NAD 83(1996)-  40 44 48.73039(N)    074 08 12.47799(W) AD(       ) 4
 KV4708  NAD 83(1986)-  40 44 48.72878(N)    074 08 12.48251(W) AD(       ) 4
 KV4708  NAD 27      -  40 44 48.36100(N)    074 08 13.97200(W) AD(       ) 3
 KV4708
 KV4708.Superseded values are not recommended for survey control.
 KV4708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4708.See file dsdata.txt to determine how the superseded data were derived.
 KV4708
 KV4708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7287411016(NAD 83)
 KV4708_MARKER: 63 = STACK
 KV4708
 KV4708  HISTORY     - Date     Condition        Report By
 KV4708  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4708  HISTORY     - 20051014 MARK NOT FOUND   GEOCAC
 KV4708
 KV4708                          STATION DESCRIPTION
 KV4708
 KV4708'DESCRIBED BY GEOCACHING 2005 (WD)
 KV4708'THERE IS NO STACK AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5288 ***********************************************************************
 KV5288  DESIGNATION -  SWITCHER FOUNDATION TANK
 KV5288  PID         -  KV5288
 KV5288  STATE/COUNTY-  NJ/MONMOUTH
 KV5288  USGS QUAD   -  POINT PLEASANT (1989)
 KV5288
 KV5288                         *CURRENT SURVEY CONTROL
 KV5288  ___________________________________________________________________
 KV5288* NAD 83(1996)-  40 06 56.63506(N)    074 05 12.43834(W)     ADJUSTED  
 KV5288* NAVD 88     -                                                        
 KV5288  ___________________________________________________________________
 KV5288  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 KV5288  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KV5288
 KV5288  HORZ ORDER  -  THIRD
 KV5288
 KV5288.The horizontal coordinates were established by classical geodetic methods
 KV5288.and adjusted by the National Geodetic Survey in September 1999..
 KV5288
 KV5288
 KV5288.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5288
 KV5288.The geoid height was determined by GEOID03.
 KV5288
 KV5288;                    North         East     Units Scale Factor Converg.
 KV5288;SPC NJ       -   142,445.346   185,222.617   MT  0.99991527   +0 15 58.5
 KV5288;SPC NJ       -   467,339.44    607,684.54   sFT  0.99991527   +0 15 58.5
 KV5288;UTM  18      - 4,441,002.079   577,820.273   MT  0.99967455   +0 35 18.4
 KV5288
 KV5288                          SUPERSEDED SURVEY CONTROL
 KV5288
 KV5288  NAD 83(1986)-  40 06 56.62666(N)    074 05 12.43140(W) AD(       ) 4
 KV5288  NAD 27      -  40 06 56.21300(N)    074 05 13.93100(W) AD(       ) 3
 KV5288
 KV5288.Superseded values are not recommended for survey control.
 KV5288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5288.See file dsdata.txt to determine how the superseded data were derived.
 KV5288
 KV5288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7782041002(NAD 83)
 KV5288_MARKER: 51 = TANK
 KV5288
 KV5288  HISTORY     - Date     Condition        Report By
 KV5288  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5288  HISTORY     - 1951     GOOD             CGS
 KV5288
 KV5288                          STATION DESCRIPTION
 KV5288
 KV5288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5288'STATION IS THE APEX OF THE ROOF OF THE WHITE WOOD WATER TANK AT
 KV5288'THE SWITCHER FOUNDATION ON THE E SHORE OF THE MANASQUAN RIVER
 KV5288'APPROXIMATELY 3 MILES NE OF THE HIGHWAY 35 BRIDGE AT BRIELLE.
 KV5288
 KV5288                          STATION RECOVERY (1951)
 KV5288
 KV5288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 KV5288'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 KV5288'IS ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4121 ***********************************************************************
 KV4121  DESIGNATION -  SYL 1932
 KV4121  PID         -  KV4121
 KV4121  STATE/COUNTY-  NJ/HUDSON
 KV4121  USGS QUAD   -  WEEHAWKEN (1995)
 KV4121
 KV4121                         *CURRENT SURVEY CONTROL
 KV4121  ___________________________________________________________________
 KV4121* NAD 83(1996)-  40 45 14.86245(N)    074 05 35.19705(W)     ADJUSTED  
 KV4121* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4121  ___________________________________________________________________
 KV4121  LAPLACE CORR-           6.57  (seconds)                    DEFLEC99
 KV4121  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KV4121
 KV4121  HORZ ORDER  -  THIRD
 KV4121
 KV4121.The horizontal coordinates were established by classical geodetic methods
 KV4121.and adjusted by the National Geodetic Survey in September 1999..
 KV4121
 KV4121.The orthometric height was scaled from a topographic map.
 KV4121
 KV4121.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4121
 KV4121.The geoid height was determined by GEOID03.
 KV4121
 KV4121;                    North         East     Units Scale Factor Converg.
 KV4121;SPC NJ       -   213,325.524   184,357.246   MT  0.99991452   +0 15 56.3
 KV4121;SPC NJ       -   699,885.49    604,845.40   sFT  0.99991452   +0 15 56.3
 KV4121;SPC NY L     -    65,239.439   292,137.140   MT  0.99999630   -0 03 39.2
 KV4121;SPC NY L     -   214,039.73    958,453.27   sFT  0.99999630   -0 03 39.2
 KV4121;UTM  18      - 4,511,859.102   576,554.014   MT  0.99967213   +0 35 31.4
 KV4121
 KV4121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4121!SPC NJ       -   1.00000492  x   0.99991452  =   0.99991944
 KV4121!SPC NY L     -   1.00000492  x   0.99999630  =   1.00000122
 KV4121!UTM  18      -   1.00000492  x   0.99967213  =   0.99967705
 KV4121
 KV4121:                Primary Azimuth Mark                     Grid Az
 KV4121:SPC NJ       -  SPAN                                     184 51 33.9
 KV4121:SPC NY L     -  SPAN                                     185 11 09.4
 KV4121:UTM  18      -  SPAN                                     184 31 58.8
 KV4121
 KV4121|---------------------------------------------------------------------|
 KV4121| PID    Reference Object                     Distance      Geod. Az  |
 KV4121|                                                           dddmmss.s |
 KV4121| KV4273 SPAN                                APPROX. 2.1 KM 1850730.2 |
 KV4121| KV4117 WLWL 1932                           APPROX. 1.6 KM 2834005.1 |
 KV4121|---------------------------------------------------------------------|
 KV4121
 KV4121                          SUPERSEDED SURVEY CONTROL
 KV4121
 KV4121  NAD 83(1996)-  40 45 14.86232(N)    074 05 35.19717(W) AD(       ) 3
 KV4121  NAD 83(1996)-  40 45 14.86097(N)    074 05 35.19854(W) AD(       ) 3
 KV4121  NAD 83(1992)-  40 45 14.86018(N)    074 05 35.19944(W) AD(       ) 3
 KV4121  NAD 83(1986)-  40 45 14.86251(N)    074 05 35.20176(W) AD(       ) 3
 KV4121  NAD 27      -  40 45 14.49900(N)    074 05 36.68700(W) AD(       ) 3
 KV4121
 KV4121.Superseded values are not recommended for survey control.
 KV4121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4121.See file dsdata.txt to determine how the superseded data were derived.
 KV4121
 KV4121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7655411859(NAD 83)
 KV4121_MARKER: DS = TRIANGULATION STATION DISK
 KV4121_SETTING: 0 = UNSPECIFIED SETTING
 KV4121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4121
 KV4121  HISTORY     - Date     Condition        Report By
 KV4121  HISTORY     - 1932     MONUMENTED       CGS
 KV4121
 KV4121                          STATION DESCRIPTION
 KV4121
 KV4121'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4121'THIS STATION IS APPROXIMATELY 50 METERS E OF THE HACKENSACK
 KV4121'RIVER, IN SECAUCUS APPROXIMATELY 1/2 MILE SW OF LAUREL HILL ON
 KV4121'THE S SIDE OF THE PENNSYLVANIA RAILROAD MAIN LINE TRACKS.  IT IS
 KV4121'ON THE NW SIDE OF THE SE CONCRETE FOOTING OF A 4-LEGGED
 KV4121'TRANSMISSION TOWER (NO.W5-99).
 KV4121'
 KV4121'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION
 KV4121'DISK STAMPED SYL-1932 CEMENTED IN A DRILL HOLE AND SET FLUSH
 KV4121'WITH THE CONCRETE FOOTING.
 KV4121'
 KV4121'NO REFERENCE MARKS WERE PLACED.  REFERENCE MEASUREMENTS WERE
 KV4121'TAKEN AS FOLLOWS--
 KV4121'
 KV4121'NORMAL TO THE SW SIDE OF FOOTING 0.816 METERS
 KV4121'
 KV4121'NORMAL TO THE NW SIDE OF FOOTING 0.802 METERS
 KV4121'
 KV4121'NORMAL TO THE NE SIDE OF FOOTING 1.002 METERS
 KV4121'
 KV4121'NORMAL TO THE SE SIDE OF FOOTING 1.480 METERS
 KV4121'
 KV4121'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL TRIPOD SETUPS
 KV4121'ON THE CONCRETE PIER.
 KV4121'
 KV4121'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4124 ***********************************************************************
 KV4124  DESIGNATION -  SYLVAN
 KV4124  PID         -  KV4124
 KV4124  STATE/COUNTY-  NJ/HUDSON
 KV4124  USGS QUAD   -  WEEHAWKEN (1995)
 KV4124
 KV4124                         *CURRENT SURVEY CONTROL
 KV4124  ___________________________________________________________________
 KV4124* NAD 83(1996)-  40 45 11.28105(N)    074 05 48.46753(W)     ADJUSTED  
 KV4124* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV4124  ___________________________________________________________________
 KV4124  LAPLACE CORR-           6.57  (seconds)                    DEFLEC99
 KV4124  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KV4124
 KV4124  HORZ ORDER  -  THIRD
 KV4124
 KV4124.The horizontal coordinates were established by classical geodetic methods
 KV4124.and adjusted by the National Geodetic Survey in September 1999..
 KV4124
 KV4124.The orthometric height was scaled from a topographic map.
 KV4124
 KV4124.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4124
 KV4124.The geoid height was determined by GEOID03.
 KV4124
 KV4124;                    North         East     Units Scale Factor Converg.
 KV4124;SPC NJ       -   213,213.623   184,046.491   MT  0.99991426   +0 15 47.6
 KV4124;SPC NJ       -   699,518.36    603,825.86   sFT  0.99991426   +0 15 47.6
 KV4124;SPC NY L     -    65,129.302   291,825.727   MT  0.99999633   -0 03 47.9
 KV4124;SPC NY L     -   213,678.38    957,431.57   sFT  0.99999633   -0 03 47.9
 KV4124;UTM  18      - 4,511,745.459   576,243.976   MT  0.99967155   +0 35 22.7
 KV4124
 KV4124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4124!SPC NJ       -   1.00000508  x   0.99991426  =   0.99991934
 KV4124!SPC NY L     -   1.00000508  x   0.99999633  =   1.00000141
 KV4124!UTM  18      -   1.00000508  x   0.99967155  =   0.99967663
 KV4124
 KV4124:                Primary Azimuth Mark                     Grid Az
 KV4124:SPC NJ       -  ROCK                                     007 56 01.5
 KV4124:SPC NY L     -  ROCK                                     008 15 37.0
 KV4124:UTM  18      -  ROCK                                     007 36 26.4
 KV4124
 KV4124|---------------------------------------------------------------------|
 KV4124| PID    Reference Object                     Distance      Geod. Az  |
 KV4124|                                                           dddmmss.s |
 KV4124| KV4110 ROCK                                APPROX. 0.7 KM 0081149.1 |
 KV4124| KV4113 ERIE DRAW BRIDGE CHIMNEY            APPROX. 0.6 KM 0265208.3 |
 KV4124| KV4093 SECAUCUS HUDSON PENITENT CHIM       APPROX. 1.2 KM 0392949.6 |
 KV4124| KV4111 SECAUCUS TB HOSP PWRHSE SW CHY      APPROX. 1.1 KM 0551201.3 |
 KV4124| KV4251 JERSEY CITY GAS ELEC W CHIMNEY      APPROX. 2.1 KM 1115251.4 |
 KV4124| KV4129 MUD                                 420.923 METERS 1242017.8 |
 KV4124| KV4329 STONE CHURCH SPIRE                  APPROX. 3.5 KM 1544349.3 |
 KV4124| CB6452 SYLVAN RM 2                          16.734 METERS 24725     |
 KV4124| CB6451 SYLVAN RM 1                          23.531 METERS 35626     |
 KV4124|---------------------------------------------------------------------|
 KV4124
 KV4124                          SUPERSEDED SURVEY CONTROL
 KV4124
 KV4124  NAD 83(1996)-  40 45 11.28096(N)    074 05 48.46766(W) AD(       ) 3
 KV4124  NAD 83(1996)-  40 45 11.28015(N)    074 05 48.46934(W) AD(       ) 3
 KV4124  NAD 83(1992)-  40 45 11.27931(N)    074 05 48.47010(W) AD(       ) 3
 KV4124  NAD 83(1986)-  40 45 11.28110(N)    074 05 48.47067(W) AD(       ) 3
 KV4124  NAD 27      -  40 45 10.91500(N)    074 05 49.95400(W) AD(       ) 3
 KV4124
 KV4124.Superseded values are not recommended for survey control.
 KV4124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4124.See file dsdata.txt to determine how the superseded data were derived.
 KV4124
 KV4124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7624411745(NAD 83)
 KV4124_MARKER: DS = TRIANGULATION STATION DISK
 KV4124_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4124_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4124
 KV4124  HISTORY     - Date     Condition        Report By
 KV4124  HISTORY     - 1913     MONUMENTED       CGS
 KV4124  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4124
 KV4124                          STATION DESCRIPTION
 KV4124
 KV4124'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4124'STATION IS ON THE W SIDE OF HACKENSACK RIVER, ON EXTREME
 KV4124'HIGH-WATER LINE, 5 FEET E OF A SMALL DIKE AND 23 FEET N OF THE
 KV4124'ABUTMENT OF THE PENNSYLVANIA RAILROAD BRIDGE.
 KV4124'
 KV4124'THE STATION IS MARKED BY A C. AND G.S. STANDARD BRASS DISK CEMENTED
 KV4124'IN THE TOP OF A 4-INCH TILE PIPE AND SUNK TO THE GROUND LEVEL.
 KV4124'
 KV4124'THE SUBSURFACE MARK IS A BURIED BOTTLE SET IN CONCRETE.
 KV4124'
 KV4124'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CONCRETE CONTAINED IN
 KV4124'A 3-INCH TILE PIPE AND SUNK TO THE SURFACE LEVEL, ARE PLACED
 KV4124'RESPECTIVELY 77.2 FEET S 79 DEG W AND 54.9 FEET N 10 DEG E FROM
 KV4124'THE STATION.
 KV4124
 KV4124                          STATION RECOVERY (1931)
 KV4124
 KV4124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4124'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0677 ***********************************************************************
 JU0677  DESIGNATION -  T 10
 JU0677  PID         -  JU0677
 JU0677  STATE/COUNTY-  NJ/GLOUCESTER
 JU0677  USGS QUAD   -  CAMDEN (1995)
 JU0677
 JU0677                         *CURRENT SURVEY CONTROL
 JU0677  ___________________________________________________________________
 JU0677* NAD 83(1986)-  39 52 35.     (N)    075 07 27.     (W)     SCALED    
 JU0677* NAVD 88     -         7.050  (meters)      23.13   (feet)  POSTED    
 JU0677  ___________________________________________________________________
 JU0677  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JU0677  DYNAMIC HT  -           7.050 (meters)      23.13  (feet)  COMP
 JU0677  MODELED GRAV-     980,183.4   (mgal)                       NAVD 88
 JU0677
 JU0677  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0677
 JU0677.The horizontal coordinates were scaled from a topographic map and have
 JU0677.an estimated accuracy of +/- 6 seconds.
 JU0677
 JU0677.The orthometric height was determined by differential leveling
 JU0677.and adjusted by the National Geodetic Survey in 1992..
 JU0677.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0677.rate of 0.0 thru 1.0 mm/km.
 JU0677
 JU0677.Photographs are available for this station.
 JU0677
 JU0677.The geoid height was determined by GEOID03.
 JU0677
 JU0677.The dynamic height is computed by dividing the NAVD 88
 JU0677.geopotential number by the normal gravity value computed on the
 JU0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0677.degrees latitude (g = 980.6199 gals.).
 JU0677
 JU0677.The modeled gravity was interpolated from observed gravity values.
 JU0677
 JU0677;                    North         East    Units  Estimated Accuracy
 JU0677;SPC NJ       -   115,980.       96,610.      MT  (+/- 180 meters Scaled)
 JU0677
 JU0677                          SUPERSEDED SURVEY CONTROL
 JU0677
 JU0677  NGVD 29 (??/??/??)    7.414  (m)           24.32   (f) ADJUSTED    1 2
 JU0677
 JU0677.Superseded values are not recommended for survey control.
 JU0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0677.See file dsdata.txt to determine how the superseded data were derived.
 JU0677
 JU0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK893140(NAD 83)
 JU0677_MARKER: DB = BENCH MARK DISK
 JU0677_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0677_SP_SET: CONCRETE ABUTMENT
 JU0677_STAMPING: 24.324 T 10 1930
 JU0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0677
 JU0677  HISTORY     - Date     Condition        Report By
 JU0677  HISTORY     - 1930     MONUMENTED       CGS
 JU0677  HISTORY     - 20020609 GOOD             INDIV
 JU0677
 JU0677                          STATION DESCRIPTION
 JU0677
 JU0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0677'0.5 MI N FROM WESTVILLE.
 JU0677'IN CAMDEN COUNTY, 0.5 MILE NORTH ALONG THE PENNSYLVANIA-READING
 JU0677'SEASHORE LINES FROM WESTVILLE, GLOUCESTER COUNTY, 5.4 MILES SOUTH
 JU0677'OF CAMDEN, CAMDEN COUNTY, AT THE BROOKLAWN UNDERGRADE BRIDGE, AND
 JU0677'IN THE TOP OF THE SOUTHWEST CONCRETE ABUTMENT.  A STANDARD DISK,
 JU0677'STAMPED 24.324 T 10 1930.
 JU0677
 JU0677                          STATION RECOVERY (2002)
 JU0677
 JU0677'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 JU0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3430 ***********************************************************************
 KV3430  DESIGNATION -  T 101
 KV3430  PID         -  KV3430
 KV3430  STATE/COUNTY-  NJ/PASSAIC
 KV3430  USGS QUAD   -  PATERSON (1995)
 KV3430
 KV3430                         *CURRENT SURVEY CONTROL
 KV3430  ___________________________________________________________________
 KV3430* NAD 83(1986)-  40 54 17.     (N)    074 12 26.     (W)     SCALED    
 KV3430* NAVD 88     -        45.441  (meters)     149.08   (feet)  ADJUSTED  
 KV3430  ___________________________________________________________________
 KV3430  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KV3430  DYNAMIC HT  -          45.422 (meters)     149.02  (feet)  COMP
 KV3430  MODELED GRAV-     980,203.0   (mgal)                       NAVD 88
 KV3430
 KV3430  VERT ORDER  -  FIRST     CLASS II
 KV3430
 KV3430.The horizontal coordinates were scaled from a topographic map and have
 KV3430.an estimated accuracy of +/- 6 seconds.
 KV3430
 KV3430.The orthometric height was determined by differential leveling
 KV3430.and adjusted by the National Geodetic Survey in June 1991..
 KV3430
 KV3430.The geoid height was determined by GEOID03.
 KV3430
 KV3430.The dynamic height is computed by dividing the NAVD 88
 KV3430.geopotential number by the normal gravity value computed on the
 KV3430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3430.degrees latitude (g = 980.6199 gals.).
 KV3430
 KV3430.The modeled gravity was interpolated from observed gravity values.
 KV3430
 KV3430;                    North         East    Units  Estimated Accuracy
 KV3430;SPC NJ       -   230,010.      174,670.      MT  (+/- 180 meters Scaled)
 KV3430
 KV3430                          SUPERSEDED SURVEY CONTROL
 KV3430
 KV3430  NGVD 29 (??/??/??)   45.750  (m)          150.10   (f) ADJUSTED    1 2
 KV3430
 KV3430.Superseded values are not recommended for survey control.
 KV3430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3430.See file dsdata.txt to determine how the superseded data were derived.
 KV3430
 KV3430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL667284(NAD 83)
 KV3430_MARKER: DB = BENCH MARK DISK
 KV3430_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3430_SP_SET: STAINLESS STEEL ROD
 KV3430_STAMPING: T 101 1979
 KV3430_PROJECTION: RECESSED 5 CENTIMETERS
 KV3430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3430_ROD/PIPE-DEPTH: 5.79 meters
 KV3430
 KV3430  HISTORY     - Date     Condition        Report By
 KV3430  HISTORY     - 1979     MONUMENTED       NGS
 KV3430  HISTORY     - 20060328 MARK NOT FOUND   KSENG
 KV3430
 KV3430                          STATION DESCRIPTION
 KV3430
 KV3430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3430'IN TOTOWA.
 KV3430'IN TOTOWA, 0.6 MILE EAST ALONG TOTOWA ROAD FROM THE BOROUGH OF
 KV3430'TOTOWA MUNICIPAL BUILDING TO THE MARK ON THE LEFT, ON THE EAST
 KV3430'SIDE OF THE FLAG POLE OF BOROUGH OF TOTOWA SCHOOL NUMBER 1, 58.5
 KV3430'FEET NORTH OF THE NORTH CURB OF TOTOWA ROAD, 33.7 FEET SOUTHWEST
 KV3430'OF THE SOUTHWEST CORNER OF THE SCHOOL, 3.8 FEET EAST OF THE FLAG
 KV3430'POLE.
 KV3430'THE MARK IS 5 FT ABOVE ROAD.
 KV3430
 KV3430                          STATION RECOVERY (2006)
 KV3430
 KV3430'RECOVERY NOTE BY KS ENGINEERS PC 2006
 KV3430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2243 ***********************************************************************
 LY2243  DESIGNATION -  T 102
 LY2243  PID         -  LY2243
 LY2243  STATE/COUNTY-  NJ/PASSAIC
 LY2243  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY2243
 LY2243                         *CURRENT SURVEY CONTROL
 LY2243  ___________________________________________________________________
 LY2243* NAD 83(1986)-  41 06 10.     (N)    074 26 16.     (W)     SCALED    
 LY2243* NAVD 88     -       318.990  (meters)    1046.55   (feet)  ADJUSTED  
 LY2243  ___________________________________________________________________
 LY2243  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LY2243  DYNAMIC HT  -         318.847 (meters)    1046.08  (feet)  COMP
 LY2243  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 LY2243
 LY2243  VERT ORDER  -  FIRST     CLASS II
 LY2243
 LY2243.The horizontal coordinates were scaled from a topographic map and have
 LY2243.an estimated accuracy of +/- 6 seconds.
 LY2243
 LY2243.The orthometric height was determined by differential leveling
 LY2243.and adjusted by the National Geodetic Survey in June 1991..
 LY2243
 LY2243.The geoid height was determined by GEOID03.
 LY2243
 LY2243.The dynamic height is computed by dividing the NAVD 88
 LY2243.geopotential number by the normal gravity value computed on the
 LY2243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2243.degrees latitude (g = 980.6199 gals.).
 LY2243
 LY2243.The modeled gravity was interpolated from observed gravity values.
 LY2243
 LY2243;                    North         East    Units  Estimated Accuracy
 LY2243;SPC NJ       -   251,960.      155,230.      MT  (+/- 180 meters Scaled)
 LY2243
 LY2243                          SUPERSEDED SURVEY CONTROL
 LY2243
 LY2243  NGVD 29 (??/??/92)  319.294  (m)         1047.55   (f) ADJ UNCH    1 2
 LY2243
 LY2243.Superseded values are not recommended for survey control.
 LY2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2243.See file dsdata.txt to determine how the superseded data were derived.
 LY2243
 LY2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL472503(NAD 83)
 LY2243_MARKER: DB = BENCH MARK DISK
 LY2243_SETTING: 66 = SET IN ROCK OUTCROP
 LY2243_SP_SET: ROCK OUTCROP
 LY2243_STAMPING: T 102 1979
 LY2243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2243+STABILITY: POSITION/ELEVATION WELL
 LY2243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2243+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2004
 LY2243
 LY2243  HISTORY     - Date     Condition        Report By
 LY2243  HISTORY     - 1979     MONUMENTED       NGS
 LY2243  HISTORY     - 19950914 GOOD             USPSQD
 LY2243  HISTORY     - 20041114 GOOD             GEOCAC
 LY2243
 LY2243                          STATION DESCRIPTION
 LY2243
 LY2243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2243'4.05 MI NNE FROM NEWFOUNDLAND.
 LY2243'4.05 MILES NORTH-NORTHEAST ALONG CLINTON ROAD FROM THE JUNCTION OF
 LY2243'STATE ROUTE 23 IN NEWFOUNDLAND TO THE MARK ON THE LEFT, IN TOP OF
 LY2243'A ROCK CUT 5 FEET ABOVE THE ROAD, 29 FEET SOUTHWEST OF THE NORTHEAST
 LY2243'END OF THE ROCK CUT, 19 FEET SOUTHWEST OF A 28-INCH LONE PINE TREE
 LY2243'WITH A TRIANGLE BLAZED IN IT, 14.5 FEET NORTHWEST OF THE CENTER OF
 LY2243'THE ROAD.
 LY2243'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 LY2243'THE MARK IS 5 FT ABOVE ROAD.
 LY2243
 LY2243                          STATION RECOVERY (1995)
 LY2243
 LY2243'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY2243'RECOVERED IN GOOD CONDITION.
 LY2243
 LY2243                          STATION RECOVERY (2004)
 LY2243
 LY2243'RECOVERY NOTE BY GEOCACHING 2004 (JRI)
 LY2243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0094 ***********************************************************************
 KV0094  DESIGNATION -  T 11
 KV0094  PID         -  KV0094
 KV0094  STATE/COUNTY-  NJ/ESSEX
 KV0094  USGS QUAD   -  ELIZABETH (1995)
 KV0094
 KV0094                         *CURRENT SURVEY CONTROL
 KV0094  ___________________________________________________________________
 KV0094* NAD 83(1986)-  40 43 55.     (N)    074 10 26.     (W)     SCALED    
 KV0094* NAVD 88     -         9.818  (meters)      32.21   (feet)  ADJUSTED  
 KV0094  ___________________________________________________________________
 KV0094  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KV0094  DYNAMIC HT  -           9.814 (meters)      32.20  (feet)  COMP
 KV0094  MODELED GRAV-     980,220.6   (mgal)                       NAVD 88
 KV0094
 KV0094  VERT ORDER  -  FIRST     CLASS II
 KV0094
 KV0094.The horizontal coordinates were scaled from a topographic map and have
 KV0094.an estimated accuracy of +/- 6 seconds.
 KV0094
 KV0094.The orthometric height was determined by differential leveling
 KV0094.and adjusted by the National Geodetic Survey in June 1991..
 KV0094.WARNING-Repeat measurements at this control monument indicate possible
 KV0094.vertical movement.
 KV0094
 KV0094.The geoid height was determined by GEOID03.
 KV0094
 KV0094.The dynamic height is computed by dividing the NAVD 88
 KV0094.geopotential number by the normal gravity value computed on the
 KV0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0094.degrees latitude (g = 980.6199 gals.).
 KV0094
 KV0094.The modeled gravity was interpolated from observed gravity values.
 KV0094
 KV0094;                    North         East    Units  Estimated Accuracy
 KV0094;SPC NJ       -   210,830.      177,550.      MT  (+/- 180 meters Scaled)
 KV0094
 KV0094                          SUPERSEDED SURVEY CONTROL
 KV0094
 KV0094  NGVD 29 (??/??/??)   10.154  (m)           33.31   (f) ADJUSTED    1 2
 KV0094
 KV0094.Superseded values are not recommended for survey control.
 KV0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0094.See file dsdata.txt to determine how the superseded data were derived.
 KV0094
 KV0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL697093(NAD 83)
 KV0094_MARKER: DB = BENCH MARK DISK
 KV0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0094_SP_SET: WALL BUILDING
 KV0094_STAMPING: 33.314 T 11 1933
 KV0094_MARK LOGO: CGS   
 KV0094_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0094+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1998
 KV0094
 KV0094  HISTORY     - Date     Condition        Report By
 KV0094  HISTORY     - 1933     MONUMENTED       CGS
 KV0094  HISTORY     - 1934     GOOD             CGS
 KV0094  HISTORY     - 1979     GOOD             NGS
 KV0094  HISTORY     - 19950625 GOOD             USPSQD
 KV0094  HISTORY     - 19980513 GOOD             NJGS
 KV0094
 KV0094                          STATION DESCRIPTION
 KV0094
 KV0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0094'AT NEWARK.
 KV0094'AT NEWARK, ESSEX COUNTY, AT THE INTERSECTION OF BROAD AND GREEN
 KV0094'STREETS, 60 FEET EAST OF THE EAST CURB OF BROAD STREET, 30 FEET
 KV0094'SOUTH OF THE SOUTH CURB OF GREEN STREET, IN THE NORTHWEST CORNER
 KV0094'OF THE CITY HALL, AND ABOUT 4 FEET HIGHER THAN THE CURB.  A
 KV0094'STANDARD DISK, STAMPED 33.314 T 11 1933 AND SET VERTICALLY.
 KV0094
 KV0094                          STATION RECOVERY (1979)
 KV0094
 KV0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0094'RECOVERED IN GOOD CONDITION.
 KV0094
 KV0094                          STATION RECOVERY (1995)
 KV0094
 KV0094'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0094'RECOVERED IN GOOD CONDITION.
 KV0094
 KV0094                          STATION RECOVERY (1998)
 KV0094
 KV0094'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV0094'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0164 ***********************************************************************
 KV0164  DESIGNATION -  T 12
 KV0164  PID         -  KV0164
 KV0164  STATE/COUNTY-  NJ/PASSAIC
 KV0164  USGS QUAD   -  PATERSON (1995)
 KV0164
 KV0164                         *CURRENT SURVEY CONTROL
 KV0164  ___________________________________________________________________
 KV0164* NAD 83(1986)-  40 54 57.     (N)    074 10 21.     (W)     SCALED    
 KV0164* NAVD 88     -        30.080  (meters)      98.69   (feet)  POSTED    
 KV0164  ___________________________________________________________________
 KV0164  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KV0164  DYNAMIC HT  -          30.070 (meters)      98.65  (feet)  COMP
 KV0164  MODELED GRAV-     980,209.7   (mgal)                       NAVD 88
 KV0164
 KV0164  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KV0164
 KV0164.The horizontal coordinates were scaled from a topographic map and have
 KV0164.an estimated accuracy of +/- 6 seconds.
 KV0164
 KV0164.The orthometric height was determined by differential leveling
 KV0164.and adjusted by the National Geodetic Survey in 1992..
 KV0164.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KV0164.rate of 4.1 thru 8.0 mm/km.
 KV0164
 KV0164.The geoid height was determined by GEOID03.
 KV0164
 KV0164.The dynamic height is computed by dividing the NAVD 88
 KV0164.geopotential number by the normal gravity value computed on the
 KV0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0164.degrees latitude (g = 980.6199 gals.).
 KV0164
 KV0164.The modeled gravity was interpolated from observed gravity values.
 KV0164
 KV0164;                    North         East    Units  Estimated Accuracy
 KV0164;SPC NJ       -   231,250.      177,590.      MT  (+/- 180 meters Scaled)
 KV0164
 KV0164                          SUPERSEDED SURVEY CONTROL
 KV0164
 KV0164  NGVD 29 (??/??/??)   30.363  (m)           99.62   (f) ADJUSTED    1 2
 KV0164
 KV0164.Superseded values are not recommended for survey control.
 KV0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0164.See file dsdata.txt to determine how the superseded data were derived.
 KV0164
 KV0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL696297(NAD 83)
 KV0164_MARKER: DB = BENCH MARK DISK
 KV0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0164_SP_SET: PILLAR
 KV0164_STAMPING: 99.616 T 12 1933
 KV0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0164+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2005
 KV0164
 KV0164  HISTORY     - Date     Condition        Report By
 KV0164  HISTORY     - 1933     MONUMENTED       CGS
 KV0164  HISTORY     - 1955     MARK NOT FOUND   CGS
 KV0164  HISTORY     - 20051218 GOOD             GEOCAC
 KV0164
 KV0164                          STATION DESCRIPTION
 KV0164
 KV0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KV0164'AT PATERSON.
 KV0164'AT PATERSON, PASSAIC COUNTY, ON HAMILTON STREET, DIRECTLY ACROSS
 KV0164'THE STREET FROM CENTRAL HIGH SCHOOL, AT THE COUNTY COURTHOUSE,
 KV0164'AT THE SOUTH END OF THE STEPS LEADING FROM THE SIDEWALK TO THE
 KV0164'COURTHOUSE PORCH, IN TOP OF THE STONE PILLAR, AND ABOUT 5 FEET
 KV0164'HIGHER THAN THE SIDEWALK.  A STANDARD DISK, STAMPED 99.616 T 12
 KV0164'1933.
 KV0164
 KV0164                          STATION RECOVERY (2005)
 KV0164
 KV0164'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV0164'AT THE PASSAIC COUNTY COURT HOUSE, ON THE EAST SIDE OF HAMILTON
 KV0164'STREEET.  ATOP A STONE PILLAR AT THE SOUTH SIDE OF THE SIDEWALK
 KV0164'LEADING TO THE STEP OF WHAT USED TO BE THE MAIN ENTRANCE TO THE COURT
 KV0164'HOUSE.   FIVE FEET ABOVE THE SIDEWALK.  HANDHELD GPS COORDINATES ARE N
 KV0164'40 54.828 W 74 10.289.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0700 ***********************************************************************
 LY0700  DESIGNATION -  T 13
 LY0700  PID         -  LY0700
 LY0700  STATE/COUNTY-  NJ/SUSSEX
 LY0700  USGS QUAD   -  FRANKLIN (1971)
 LY0700
 LY0700                         *CURRENT SURVEY CONTROL
 LY0700  ___________________________________________________________________
 LY0700* NAD 83(1986)-  41 07 15.     (N)    074 35 42.     (W)     SCALED    
 LY0700* NAVD 88     -       157.978  (meters)     518.30   (feet)  ADJUSTED  
 LY0700  ___________________________________________________________________
 LY0700  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LY0700  DYNAMIC HT  -         157.909 (meters)     518.07  (feet)  COMP
 LY0700  MODELED GRAV-     980,189.9   (mgal)                       NAVD 88
 LY0700
 LY0700  VERT ORDER  -  FIRST     CLASS II
 LY0700
 LY0700.The horizontal coordinates were scaled from a topographic map and have
 LY0700.an estimated accuracy of +/- 6 seconds.
 LY0700
 LY0700.The orthometric height was determined by differential leveling
 LY0700.and adjusted by the National Geodetic Survey in June 1991..
 LY0700
 LY0700.The geoid height was determined by GEOID03.
 LY0700
 LY0700.The dynamic height is computed by dividing the NAVD 88
 LY0700.geopotential number by the normal gravity value computed on the
 LY0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0700.degrees latitude (g = 980.6199 gals.).
 LY0700
 LY0700.The modeled gravity was interpolated from observed gravity values.
 LY0700
 LY0700;                    North         East    Units  Estimated Accuracy
 LY0700;SPC NJ       -   253,970.      142,020.      MT  (+/- 180 meters Scaled)
 LY0700
 LY0700                          SUPERSEDED SURVEY CONTROL
 LY0700
 LY0700  NGVD 29 (??/??/92)  158.177  (m)          518.95   (f) ADJ UNCH    1 2
 LY0700
 LY0700.Superseded values are not recommended for survey control.
 LY0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0700.See file dsdata.txt to determine how the superseded data were derived.
 LY0700
 LY0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL339522(NAD 83)
 LY0700_MARKER: DB = BENCH MARK DISK
 LY0700_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0700_SP_SET: BRIDGE
 LY0700_STAMPING: 518.952 T 13 1933
 LY0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0700
 LY0700  HISTORY     - Date     Condition        Report By
 LY0700  HISTORY     - 1933     MONUMENTED       CGS
 LY0700  HISTORY     - 1934     GOOD             NGS
 LY0700
 LY0700                          STATION DESCRIPTION
 LY0700
 LY0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0700'AT FRANKLIN.
 LY0700'AT FRANKLIN, SUSSEX COUNTY, NEAR THE RAILROAD YARDS, ABOUT 900
 LY0700'FEET WEST OF THE NEW YORK, SUSQUEHANNA AND WESTERN RAILROAD,
 LY0700'ABOUT 700 FEET WEST OF THE WEST END OF THE HIGHWAY BRIDGE
 LY0700'OVER WALKILL RIVER AND THE YARDS, 120 FEET SOUTH OF THE
 LY0700'LEHIGH AND HUDSON RIVER RAILWAY, IN THE TOP OF THE NORTHEAST
 LY0700'CORNER OF THE ABUTMENT OF THE DELAWARE, LACKAWANNA AND WESTERN
 LY0700'RAILROAD STONE ARCH BRIDGE OVER WALKILL RIVER, 10 FEET NORTH OF
 LY0700'THE TRACK, AND ABOUT 4 FEET LOWER THAN THE TOP OF THE RAIL.
 LY0700'A STANDARD DISK, STAMPED 518.952 T 13 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0731 ***********************************************************************
 LY0731  DESIGNATION -  T 14
 LY0731  PID         -  LY0731
 LY0731  STATE/COUNTY-  NJ/SUSSEX
 LY0731  USGS QUAD   -  NEWTON EAST (1971)
 LY0731
 LY0731                         *CURRENT SURVEY CONTROL
 LY0731  ___________________________________________________________________
 LY0731* NAD 83(1986)-  41 02 47.     (N)    074 37 45.     (W)     SCALED    
 LY0731* NAVD 88     -       196.929  (meters)     646.09   (feet)  ADJUSTED  
 LY0731  ___________________________________________________________________
 LY0731  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 LY0731  DYNAMIC HT  -         196.840 (meters)     645.80  (feet)  COMP
 LY0731  MODELED GRAV-     980,169.6   (mgal)                       NAVD 88
 LY0731
 LY0731  VERT ORDER  -  SECOND    CLASS 0
 LY0731
 LY0731.The horizontal coordinates were scaled from a topographic map and have
 LY0731.an estimated accuracy of +/- 6 seconds.
 LY0731
 LY0731.The orthometric height was determined by differential leveling
 LY0731.and adjusted by the National Geodetic Survey in June 1991..
 LY0731
 LY0731.The geoid height was determined by GEOID03.
 LY0731
 LY0731.The dynamic height is computed by dividing the NAVD 88
 LY0731.geopotential number by the normal gravity value computed on the
 LY0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0731.degrees latitude (g = 980.6199 gals.).
 LY0731
 LY0731.The modeled gravity was interpolated from observed gravity values.
 LY0731
 LY0731;                    North         East    Units  Estimated Accuracy
 LY0731;SPC NJ       -   245,710.      139,140.      MT  (+/- 180 meters Scaled)
 LY0731
 LY0731                          SUPERSEDED SURVEY CONTROL
 LY0731
 LY0731  NGVD 29 (??/??/92)  197.124  (m)          646.73   (f) ADJ UNCH    2 0
 LY0731
 LY0731.Superseded values are not recommended for survey control.
 LY0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0731.See file dsdata.txt to determine how the superseded data were derived.
 LY0731
 LY0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL311439(NAD 83)
 LY0731_MARKER: DB = BENCH MARK DISK
 LY0731_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LY0731+WITH SETTING: PAVEMENT
 LY0731_SP_SET: WATER TANK FOUNDATION
 LY0731_STAMPING: T 14 1933 646.731
 LY0731_MARK LOGO: CGS   
 LY0731_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0731+STABILITY: SURFACE MOTION
 LY0731_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0731+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 LY0731
 LY0731  HISTORY     - Date     Condition        Report By
 LY0731  HISTORY     - 1933     MONUMENTED       CGS
 LY0731  HISTORY     - 1934     GOOD             NGS
 LY0731  HISTORY     - 1982     GOOD             NJGS
 LY0731  HISTORY     - 19960312 GOOD             NJGS
 LY0731  HISTORY     - 20050828 GOOD             GEOCAC
 LY0731
 LY0731                          STATION DESCRIPTION
 LY0731
 LY0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0731'AT SPARTA.
 LY0731'AT SPARTA, SUSSEX COUNTY, 3 RAILS EAST OF THE EAST END OF THE
 LY0731'NEW YORK, SUSQUEHANNA AND WESTERN RAILROAD STATION, AT A WATER
 LY0731'TANK, 5 YARDS NORTH OF THE CENTERLINE OF THE TRACK, AT THE WEST
 LY0731'ONE OF THE SECOND ROW OF PIERS FROM THE TRACK, IN THE TOP OF THE
 LY0731'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION, AND ABOUT LEVEL
 LY0731'WITH THE TRACK.
 LY0731
 LY0731                          STATION RECOVERY (1982)
 LY0731
 LY0731'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1982
 LY0731'100 FT SOUTHEAST OF RAILROAD STATION, 33.5 FT EAST SOUTHEAST OF POLE
 LY0731'NJ 73 ST, 31.7 FT SOUTHWEST OF POLE BY FENCE CORNER, 10.5 FT SOUTHEAST
 LY0731'OF 5-FT DIA. STEEL WELL CASING, 21 FT BELOW GROUND.  FROM MUN. BLDG IN
 LY0731'SPARTA, 0.2 MILE N ON RT. 517 TO RD OFF LEFT AT STATION RD.  0.3 MILE
 LY0731'N TO ROAD OFF LEFT JUST NORTH OF RAILROAD TRESTLE.  30 YARDS NORTHWEST
 LY0731'ON SIDE ROAD.  LOOK LEFT FOR RR WATER TOWER.  MARK ADJACENT TO WATER
 LY0731'TOWER.
 LY0731
 LY0731                          STATION RECOVERY (1996)
 LY0731
 LY0731'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 LY0731'THE STATION WAS RECOVERED AS DESCRIBED WITH THE ADDITIONAL TIES, 39.5
 LY0731'FT (12.0 M) NORTHEAST FROM THE NORTHEAST RAIL, 10.3 FT (3.1 M) EAST OF
 LY0731'POLE NUMBER NJ 99979ST LOCATED OF THE SOUTHWEST SIDE OF THE TRACKS.
 LY0731
 LY0731                          STATION RECOVERY (2005)
 LY0731
 LY0731'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 LY0731'FROM RTE 15 AT SPARTA, NORTH ON RTE 517, MAIN STREET, WEST ON STATION
 LY0731'ROAD, RIGHT BEFORE THE RAILROAD BRIDGE OVER WALLKILL RIVER.
 LY0731'AT THE WATER TOWER.  AT THE WEST ONE OF THE SECOND ROW OF PIERS FROM
 LY0731'THE TRACK. AT THE TOP OF THE WEST CORNER. ABOUT 10 FEET EAST OF POLE
 LY0731'NUMBER 99979ST LOCATED SOUTHWEST OF THE TRACKS. THE DISK IS ABOUT 8
 LY0731'INCHES UNDERGROUND.
 LY0731'GPS READING N 41 02.779 W 74 37.779
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1284 ***********************************************************************
 KV1284  DESIGNATION -  T 15
 KV1284  PID         -  KV1284
 KV1284  STATE/COUNTY-  NJ/WARREN
 KV1284  USGS QUAD   -  HIGH BRIDGE (1970)
 KV1284
 KV1284                         *CURRENT SURVEY CONTROL
 KV1284  ___________________________________________________________________
 KV1284* NAD 83(1986)-  40 44 17.     (N)    074 56 30.     (W)     SCALED    
 KV1284* NAVD 88     -       134.540  (meters)     441.40   (feet)  ADJUSTED  
 KV1284  ___________________________________________________________________
 KV1284  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KV1284  DYNAMIC HT  -         134.479 (meters)     441.20  (feet)  COMP
 KV1284  MODELED GRAV-     980,169.9   (mgal)                       NAVD 88
 KV1284
 KV1284  VERT ORDER  -  SECOND    CLASS 0
 KV1284
 KV1284.The horizontal coordinates were scaled from a topographic map and have
 KV1284.an estimated accuracy of +/- 6 seconds.
 KV1284
 KV1284.The orthometric height was determined by differential leveling
 KV1284.and adjusted by the National Geodetic Survey in June 1991..
 KV1284
 KV1284.The geoid height was determined by GEOID03.
 KV1284
 KV1284.The dynamic height is computed by dividing the NAVD 88
 KV1284.geopotential number by the normal gravity value computed on the
 KV1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1284.degrees latitude (g = 980.6199 gals.).
 KV1284
 KV1284.The modeled gravity was interpolated from observed gravity values.
 KV1284
 KV1284;                    North         East    Units  Estimated Accuracy
 KV1284;SPC NJ       -   211,560.      112,700.      MT  (+/- 180 meters Scaled)
 KV1284
 KV1284                          SUPERSEDED SURVEY CONTROL
 KV1284
 KV1284  NGVD 29 (??/??/??)  134.769  (m)          442.15   (f) ADJUSTED    2 0
 KV1284
 KV1284.Superseded values are not recommended for survey control.
 KV1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1284.See file dsdata.txt to determine how the superseded data were derived.
 KV1284
 KV1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL049096(NAD 83)
 KV1284_MARKER: DB = BENCH MARK DISK
 KV1284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1284_SP_SET: RETAINING WALL
 KV1284_STAMPING: T 15 1933 442.155
 KV1284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1284
 KV1284  HISTORY     - Date     Condition        Report By
 KV1284  HISTORY     - 1933     MONUMENTED       CGS
 KV1284  HISTORY     - 1942     GOOD             CGS
 KV1284
 KV1284                          STATION DESCRIPTION
 KV1284
 KV1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1284'AT CHANGEWATER.
 KV1284'IN WARREN COUNTY, 0.2 MILE SOUTHEAST ALONG THE DELAWARE,
 KV1284'LACKAWANNA AND WESTERN RAILROAD FROM THE STATION AT CHANGEWATER,
 KV1284'WARREN COUNTY, AT THE SOUTH END OF A BRIDGE OVER A HIGHWAY AND
 KV1284'MUSCONETCONG RIVER, 9 FEET EAST OF THE CENTERLINE OF THE TRACK,
 KV1284'IN THE TOP OF THE SOUTH END OF THE CONCRETE RETAINING WALL, AND
 KV1284'ABOUT LEVEL WITH THE TRACK.  NOTE-- THE DELAWARE, LACKAWANNA AND
 KV1284'WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE
 KV1284'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0289 ***********************************************************************
 KV0289  DESIGNATION -  T 16
 KV0289  PID         -  KV0289
 KV0289  STATE/COUNTY-  NJ/HUDSON
 KV0289  USGS QUAD   -  JERSEY CITY (1981)
 KV0289
 KV0289                         *CURRENT SURVEY CONTROL
 KV0289  ___________________________________________________________________
 KV0289* NAD 83(1986)-  40 44 27.     (N)    074 03 51.     (W)     SCALED    
 KV0289* NAVD 88     -        20.675  (meters)      67.83   (feet)  ADJUSTED  
 KV0289  ___________________________________________________________________
 KV0289  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KV0289  DYNAMIC HT  -          20.667 (meters)      67.81  (feet)  COMP
 KV0289  MODELED GRAV-     980,241.4   (mgal)                       NAVD 88
 KV0289
 KV0289  VERT ORDER  -  FIRST     CLASS II
 KV0289
 KV0289.The horizontal coordinates were scaled from a topographic map and have
 KV0289.an estimated accuracy of +/- 6 seconds.
 KV0289
 KV0289.The orthometric height was determined by differential leveling
 KV0289.and adjusted by the National Geodetic Survey in June 1991..
 KV0289.WARNING-Repeat measurements at this control monument indicate possible
 KV0289.vertical movement.
 KV0289
 KV0289.The geoid height was determined by GEOID03.
 KV0289
 KV0289.The dynamic height is computed by dividing the NAVD 88
 KV0289.geopotential number by the normal gravity value computed on the
 KV0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0289.degrees latitude (g = 980.6199 gals.).
 KV0289
 KV0289.The modeled gravity was interpolated from observed gravity values.
 KV0289
 KV0289;                    North         East    Units  Estimated Accuracy
 KV0289;SPC NJ       -   211,860.      186,810.      MT  (+/- 180 meters Scaled)
 KV0289
 KV0289                          SUPERSEDED SURVEY CONTROL
 KV0289
 KV0289  NGVD 29 (04/16/92)   21.020  (m)           68.96   (f) ADJUSTED    1 2
 KV0289
 KV0289.Superseded values are not recommended for survey control.
 KV0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0289.See file dsdata.txt to determine how the superseded data were derived.
 KV0289
 KV0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL790104(NAD 83)
 KV0289_MARKER: DB = BENCH MARK DISK
 KV0289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0289_SP_SET: ABUTMENT
 KV0289_STAMPING: T 16 1934
 KV0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0289+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2003
 KV0289
 KV0289  HISTORY     - Date     Condition        Report By
 KV0289  HISTORY     - 1934     MONUMENTED       CGS
 KV0289  HISTORY     - 1952     GOOD             CGS
 KV0289  HISTORY     - 1965     GOOD             CGS
 KV0289  HISTORY     - 20031106 GOOD             SBAS
 KV0289
 KV0289                          STATION DESCRIPTION
 KV0289
 KV0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0289'AT JERSEY CITY.
 KV0289'AT JERSEY CITY, AT THE TONNELLE CIRCLE, SET VERTICALLY IN THE
 KV0289'NORTHWEST FACE OF THE NORTHEAST PART OF SOLID CONCRETE
 KV0289'ABUTMENT UNDER PULASKI SKYWAY AT POINT WHERE U.S. HIGHWAY 1 AND 9
 KV0289'TURN NORTH LEADING TO GEORGE WASHINGTON BRIDGE, 36 FEET NORTH OF
 KV0289'CENTER LINE OF EAST BOUND TRAFFIC LANE LEADING TO THE HOLLAND
 KV0289'TUNNEL, AND ABOUT 4 FEET ABOVE GROUND.
 KV0289
 KV0289                          STATION RECOVERY (1965)
 KV0289
 KV0289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0289'RECOVERED IN GOOD CONDITION.
 KV0289
 KV0289                          STATION RECOVERY (2003)
 KV0289
 KV0289'RECOVERY NOTE BY SIDNEY B BOWNE AND SON 2003 (PL)
 KV0289'BENCH MARK EDGES ARE COVERED WITH EFFLORESCENCE LEACHING FROM CONCRETE
 KV0289' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1222 ***********************************************************************
 KV1222  DESIGNATION -  T 18
 KV1222  PID         -  KV1222
 KV1222  STATE/COUNTY-  NJ/MORRIS
 KV1222  USGS QUAD   -  STANHOPE (1981)
 KV1222
 KV1222                         *CURRENT SURVEY CONTROL
 KV1222  ___________________________________________________________________
 KV1222* NAD 83(1996)-  40 53 48.00458(N)    074 39 52.17892(W)     ADJUSTED  
 KV1222* NAVD 88     -       267.519  (meters)     877.69   (feet)  ADJUSTED  
 KV1222  ___________________________________________________________________
 KV1222  X           -   1,276,941.162 (meters)                     COMP
 KV1222  Y           -  -4,656,371.725 (meters)                     COMP
 KV1222  Z           -   4,153,909.601 (meters)                     COMP
 KV1222  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 KV1222  ELLIP HEIGHT-         234.80  (meters)          (10/23/02) GPS OBS
 KV1222  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV1222  DYNAMIC HT  -         267.396 (meters)     877.28  (feet)  COMP
 KV1222  MODELED GRAV-     980,155.9   (mgal)                       NAVD 88
 KV1222
 KV1222  HORZ ORDER  -  FIRST
 KV1222  VERT ORDER  -  SECOND    CLASS II
 KV1222  ELLP ORDER  -  FOURTH    CLASS I
 KV1222
 KV1222.The horizontal coordinates were established by GPS observations
 KV1222.and adjusted by the National Geodetic Survey in May 1999..
 KV1222
 KV1222.The orthometric height was determined by differential leveling
 KV1222.and adjusted by the National Geodetic Survey in June 1991..
 KV1222
 KV1222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1222
 KV1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1222
 KV1222.The ellipsoidal height was determined by GPS observations
 KV1222.and is referenced to NAD 83.
 KV1222
 KV1222.The geoid height was determined by GEOID03.
 KV1222
 KV1222.The dynamic height is computed by dividing the NAVD 88
 KV1222.geopotential number by the normal gravity value computed on the
 KV1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1222.degrees latitude (g = 980.6199 gals.).
 KV1222
 KV1222.The modeled gravity was interpolated from observed gravity values.
 KV1222
 KV1222;                    North         East     Units Scale Factor Converg.
 KV1222;SPC NJ       -   229,086.412   136,140.046   MT  0.99990236   -0 06 27.7
 KV1222;SPC NJ       -   751,594.34    446,652.80   sFT  0.99990236   -0 06 27.7
 KV1222;UTM  18      - 4,527,340.498   528,260.601   MT  0.99960983   +0 13 10.8
 KV1222
 KV1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1222!SPC NJ       -   0.99996317  x   0.99990236  =   0.99986553
 KV1222!UTM  18      -   0.99996317  x   0.99960983  =   0.99957301
 KV1222
 KV1222                          SUPERSEDED SURVEY CONTROL
 KV1222
 KV1222  NAD 83(1986)-  40 53 48.00371(N)    074 39 52.18018(W) AD(       ) 1
 KV1222  NGVD 29 (??/??/??)  267.726  (m)          878.36   (f) ADJUSTED    2 0
 KV1222
 KV1222.Superseded values are not recommended for survey control.
 KV1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1222.See file dsdata.txt to determine how the superseded data were derived.
 KV1222
 KV1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2826127340(NAD 83)
 KV1222_MARKER: DB = BENCH MARK DISK
 KV1222_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1222_SP_SET: ABUTMENT
 KV1222_STAMPING: T 18 1935
 KV1222_MARK LOGO: CGS   
 KV1222_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1222+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 KV1222
 KV1222  HISTORY     - Date     Condition        Report By
 KV1222  HISTORY     - 1935     MONUMENTED       CGS
 KV1222  HISTORY     - 19931001 GOOD             NJGS
 KV1222  HISTORY     - 20010410 GOOD             NJGS
 KV1222  HISTORY     - 20020723 GOOD             NJGS
 KV1222  HISTORY     - 20060725 POOR             INDIV
 KV1222
 KV1222                          STATION DESCRIPTION
 KV1222
 KV1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1222'3.7 MI NW FROM CHESTER.
 KV1222'3.7 MILES NORTHWEST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1222'RAILROAD FROM THE CROSSING OF THE CENTRAL RAILROAD CO. OF NEW
 KV1222'JERSEY TRACK AT CHESTER, MORRIS COUNTY, 0.5 MILE WEST OF THE LAKE
 KV1222'SHANNON STATION, 75 YARDS WEST OF MILEPOST 45, AT A HIGHWAY
 KV1222'UNDERPASS, AND IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 KV1222'BASE.  A STANDARD DISK, STAMPED T 18 1935.  NOTE-- THE DELAWARE,
 KV1222'LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV1222'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV1222
 KV1222                          STATION RECOVERY (1993)
 KV1222
 KV1222'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV1222'THE STATION IS LOCATED IN ROXBURY TOWNSHIP ON THE NORTH SIDE OF
 KV1222'SHIPPENPORT ROAD ON THE TOP OF THE NORTHEAST CORNER ABUTMENT OF A
 KV1222'RAILROAD BRIDGE OVERPASS.  THE OVERPASS IS JUST WEST OF THE JUNCTION
 KV1222'OF SHIPPENPORT ROAD AND ORBEN ROAD.  THE BRIDGE NOW CARRIES ONLY TWO
 KV1222'SETS OF TRACKS, THE SPAN FOR THE NORTHWESTERLY SET OF TRACKS IS
 KV1222'ABANDONED.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 KV1222'HIGHWAY 80 AND LANDING ROAD, GO NORTHEAST ON LANDING ROAD FOR 0.25 MI
 KV1222'(0.40 KM) TO THE FIRST EXIT FOR A TURN AROUND.  BEAR RIGHT AND GO TO
 KV1222'THE END OF THE EXIT RAMP TO THE BRIDGE, PAINTED RED AND THE STATION
 KV1222'ON THE LEFT.  THE STATION IS 6.0 FT (1.8 M) WEST FROM THE CENTERLINE
 KV1222'OF THE FORMER RAILROAD BED, NOW ABANDONED AND 1.5 FT (0.5 M)
 KV1222'NORTHEAST FROM THE NORTHEAST END OF THE WESTERLY THROUGH GIRDER OF THE
 KV1222'BRIDGE.  THE STATION, A STANDARD BENCHMARK DISK, STAMPED T 18 1935,
 KV1222'IS PAINTED RED AND IT APPEARS THAT THE DISK HAS BEEN VANDALIZED IN
 KV1222'THE PAST. SEVERAL UNSUCCESSFUL ATTEMPTS HAVE BEEN MADE TO PRY THE
 KV1222'DISK OUT, BUT IT IS STILL INTACT.
 KV1222
 KV1222                          STATION RECOVERY (2001)
 KV1222
 KV1222'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV1222'RECOVERED IN GOOD CONDITION.
 KV1222
 KV1222                          STATION RECOVERY (2002)
 KV1222
 KV1222'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002
 KV1222'THE STATION IS LOCATED ON THE NORTHWEST CORNER OF THE RAILROAD BRIDGE
 KV1222'OVER
 KV1222'SHIPPENPORT ROAD.  ALTHOUGH THE BENCHMARK IS SOLID, THERE APPEARS TO
 KV1222'HAVE BEEN
 KV1222'ATTEMPTS TO REMOVE IT.  THE AREA IS NOW HEAVILY OVERGROWN BLOCKING
 KV1222'SATILLITES TO THE
 KV1222'NORTH-SOUTHWEST,  MARGINAL GPS SUITABLE.  THE STATION IS ALONG AN
 KV1222'ACTIVE TRAIN LINE WITH
 KV1222'DANGEROUS ACCESSIBILITY.
 KV1222' 
 KV1222'
 KV1222
 KV1222                          STATION RECOVERY (2006)
 KV1222
 KV1222'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (EJF)
 KV1222'MARK T-18 WAS RECOVERED BY ED FORMICELLA OF KELLER - KIRKPATRICK. THE
 KV1222'MARK IS CURRENTLY COVERED BY A CONCRETE CONSTRUCTION BARRIER
 KV1222'APPROXIMATELY 2.2 FEET THICK. THE MARK CANNOT CURRENTLY BE OCCUPIED.
 KV1222'THE BARRIER NEEDS TO BE CUT BACK AND FOLIAGE IN THE AREA NEEDS TO BE
 KV1222'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0920 ***********************************************************************
 KV0920  DESIGNATION -  T 19
 KV0920  PID         -  KV0920
 KV0920  STATE/COUNTY-  NJ/MONMOUTH
 KV0920  USGS QUAD   -  ASBURY PARK (1989)
 KV0920
 KV0920                         *CURRENT SURVEY CONTROL
 KV0920  ___________________________________________________________________
 KV0920* NAD 83(1986)-  40 07 40.     (N)    074 03 10.     (W)     SCALED    
 KV0920* NAVD 88     -         7.838  (meters)      25.72   (feet)  ADJUSTED  
 KV0920  ___________________________________________________________________
 KV0920  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KV0920  DYNAMIC HT  -           7.835 (meters)      25.71  (feet)  COMP
 KV0920  MODELED GRAV-     980,158.6   (mgal)                       NAVD 88
 KV0920
 KV0920  VERT ORDER  -  SECOND    CLASS 0
 KV0920
 KV0920.The horizontal coordinates were scaled from a topographic map and have
 KV0920.an estimated accuracy of +/- 6 seconds.
 KV0920
 KV0920.The orthometric height was determined by differential leveling
 KV0920.and adjusted by the National Geodetic Survey in June 1991..
 KV0920
 KV0920.The geoid height was determined by GEOID03.
 KV0920
 KV0920.The dynamic height is computed by dividing the NAVD 88
 KV0920.geopotential number by the normal gravity value computed on the
 KV0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0920.degrees latitude (g = 980.6199 gals.).
 KV0920
 KV0920.The modeled gravity was interpolated from observed gravity values.
 KV0920
 KV0920;                    North         East    Units  Estimated Accuracy
 KV0920;SPC NJ       -   143,800.      188,120.      MT  (+/- 180 meters Scaled)
 KV0920
 KV0920                          SUPERSEDED SURVEY CONTROL
 KV0920
 KV0920  NGVD 29 (??/??/??)    8.271  (m)           27.14   (f) ADJUSTED    2 0
 KV0920
 KV0920.Superseded values are not recommended for survey control.
 KV0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0920.See file dsdata.txt to determine how the superseded data were derived.
 KV0920
 KV0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK807423(NAD 83)
 KV0920_MARKER: DB = BENCH MARK DISK
 KV0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0920_STAMPING: T 19 1935
 KV0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0920+STABILITY: SURFACE MOTION
 KV0920
 KV0920  HISTORY     - Date     Condition        Report By
 KV0920  HISTORY     - 1935     MONUMENTED       CGS
 KV0920  HISTORY     - 1942     GOOD             CGS
 KV0920  HISTORY     - 1972     GOOD             NJGS
 KV0920  HISTORY     - 19920809 MARK NOT FOUND   USPSQD
 KV0920  HISTORY     - 20010417 MARK NOT FOUND   NJGS
 KV0920
 KV0920                          STATION DESCRIPTION
 KV0920
 KV0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV0920'AT MANASQUA.
 KV0920'AT MANASQUAN, MONMOUTH COUNTY, 40 FEET NORTH OF THE PENNSYLVANIA
 KV0920'RAILROAD MAIN LINE TRACK, BETWEEN OSBORN AVENUE AND NORTH MAIN
 KV0920'STREET, 180 FEET WEST OF THE CENTERLINE OF OSBORN AVENUE AND
 KV0920'175 EAST OF THE CENTERLINE OF NORTH MAIN STREET, SOUTH OF THE
 KV0920'REAR ENTRANCE TO BARLOWS LAUNDRY, AND IN THE DRIVEWAY 3 INCHES
 KV0920'ABOVE THE SURFACE.
 KV0920
 KV0920                          STATION RECOVERY (1972)
 KV0920
 KV0920'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1972
 KV0920'RECOVERED IN GOOD CONDITION.
 KV0920
 KV0920                          STATION RECOVERY (1992)
 KV0920
 KV0920'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0920'MARK NOT FOUND.
 KV0920
 KV0920                          STATION RECOVERY (2001)
 KV0920
 KV0920'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV0920'THE RAILROAD TRACKS HAVE BEEN REMOVED AND THE ENTIRE AREA HAS BEEN
 KV0920'PAVED OVER AS A PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1000 ***********************************************************************
 KV1000  DESIGNATION -  T 2
 KV1000  PID         -  KV1000
 KV1000  STATE/COUNTY-  NJ/BURLINGTON
 KV1000  USGS QUAD   -  BRISTOL (1981)
 KV1000
 KV1000                         *CURRENT SURVEY CONTROL
 KV1000  ___________________________________________________________________
 KV1000* NAD 83(1986)-  40 07 15.     (N)    074 45 16.     (W)     SCALED    
 KV1000* NAVD 88     -         2.720  (meters)       8.92   (feet)  ADJUSTED  
 KV1000  ___________________________________________________________________
 KV1000  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV1000  DYNAMIC HT  -           2.719 (meters)       8.92  (feet)  COMP
 KV1000  MODELED GRAV-     980,195.9   (mgal)                       NAVD 88
 KV1000
 KV1000  VERT ORDER  -  FIRST     CLASS II
 KV1000
 KV1000.The horizontal coordinates were scaled from a topographic map and have
 KV1000.an estimated accuracy of +/- 6 seconds.
 KV1000
 KV1000.The orthometric height was determined by differential leveling
 KV1000.and adjusted by the National Geodetic Survey in June 1991..
 KV1000
 KV1000.The geoid height was determined by GEOID03.
 KV1000
 KV1000.The dynamic height is computed by dividing the NAVD 88
 KV1000.geopotential number by the normal gravity value computed on the
 KV1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1000.degrees latitude (g = 980.6199 gals.).
 KV1000
 KV1000.The modeled gravity was interpolated from observed gravity values.
 KV1000
 KV1000;                    North         East    Units  Estimated Accuracy
 KV1000;SPC NJ       -   142,960.      128,310.      MT  (+/- 180 meters Scaled)
 KV1000
 KV1000                          SUPERSEDED SURVEY CONTROL
 KV1000
 KV1000  NGVD 29 (??/??/??)    3.082  (m)           10.11   (f) ADJUSTED    1 2
 KV1000
 KV1000.Superseded values are not recommended for survey control.
 KV1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1000.See file dsdata.txt to determine how the superseded data were derived.
 KV1000
 KV1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK209411(NAD 83)
 KV1000_MARKER: DB = BENCH MARK DISK
 KV1000_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1000_SP_SET: SEMAPHORE FOUNDATION
 KV1000_STAMPING: T 2 1924
 KV1000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1000
 KV1000  HISTORY     - Date     Condition        Report By
 KV1000  HISTORY     - 1924     MONUMENTED       CGS
 KV1000  HISTORY     - 1956     MARK NOT FOUND   CGS
 KV1000
 KV1000                          STATION DESCRIPTION
 KV1000
 KV1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1000'AT ROEBLING.
 KV1000'AT ROEBLING, BURLINGTON COUNTY, ON THE PENNSYLVANIA RAILROAD,
 KV1000'240 FEET EAST OF THE STATION AT KINKORA, IN THE FOUNDATION OF A
 KV1000'SEMAPHORE, AND 8 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN-LINE
 KV1000'TRACK.  A STANDARD DISK, STAMPED T 2 1924.  NOTE-- IT WAS REPORTED
 KV1000'IN SEPTEMBER 1934 THAT THE CONCRETE BASE OF THE SEMAPHORE HAS
 KV1000'BEEN RAISED A FOOT, AND A CYLINDRICAL TUBELIKE OPENING ONE FOOT
 KV1000'DEEP AND THE DIAMETER OF THE DISK HAS BEEN LEFT ABOVE THE BENCH
 KV1000'MARK.  NOTE-- THE STATION AT KINKORA IS NO LONGER THERE.  A
 KV1000'SEMAPHORE WAS FOUND IN THIS VICINITY BUT NO MARK COULD BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0601 ***********************************************************************
 JU0601  DESIGNATION -  T 21
 JU0601  PID         -  JU0601
 JU0601  STATE/COUNTY-  NJ/BURLINGTON
 JU0601  USGS QUAD   -  ATSION (1997)
 JU0601
 JU0601                         *CURRENT SURVEY CONTROL
 JU0601  ___________________________________________________________________
 JU0601* NAD 83(1986)-  39 44 10.     (N)    074 43 37.     (W)     SCALED    
 JU0601* NAVD 88     -        14.093  (meters)      46.24   (feet)  ADJUSTED  
 JU0601  ___________________________________________________________________
 JU0601  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU0601  DYNAMIC HT  -          14.087 (meters)      46.22  (feet)  COMP
 JU0601  MODELED GRAV-     980,152.5   (mgal)                       NAVD 88
 JU0601
 JU0601  VERT ORDER  -  SECOND    CLASS 0
 JU0601
 JU0601.The horizontal coordinates were scaled from a topographic map and have
 JU0601.an estimated accuracy of +/- 6 seconds.
 JU0601
 JU0601.The orthometric height was determined by differential leveling
 JU0601.and adjusted by the National Geodetic Survey in June 1991..
 JU0601
 JU0601.Photographs are available for this station.
 JU0601
 JU0601.The geoid height was determined by GEOID03.
 JU0601
 JU0601.The dynamic height is computed by dividing the NAVD 88
 JU0601.geopotential number by the normal gravity value computed on the
 JU0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0601.degrees latitude (g = 980.6199 gals.).
 JU0601
 JU0601.The modeled gravity was interpolated from observed gravity values.
 JU0601
 JU0601;                    North         East    Units  Estimated Accuracy
 JU0601;SPC NJ       -   100,240.      130,550.      MT  (+/- 180 meters Scaled)
 JU0601
 JU0601                          SUPERSEDED SURVEY CONTROL
 JU0601
 JU0601  NGVD 29 (??/??/??)   14.470  (m)           47.47   (f) ADJUSTED    2 0
 JU0601
 JU0601.Superseded values are not recommended for survey control.
 JU0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0601.See file dsdata.txt to determine how the superseded data were derived.
 JU0601
 JU0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ233985(NAD 83)
 JU0601_MARKER: DB = BENCH MARK DISK
 JU0601_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU0601_SP_SET: CULVERT HEADWALL
 JU0601_STAMPING: T 21 1935
 JU0601_MARK LOGO: CGS   
 JU0601_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0601+STABILITY: SURFACE MOTION
 JU0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0601+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2002
 JU0601
 JU0601  HISTORY     - Date     Condition        Report By
 JU0601  HISTORY     - 1935     MONUMENTED       CGS
 JU0601  HISTORY     - 1936     GOOD             CGS
 JU0601  HISTORY     - 19950315 GOOD             NJGS
 JU0601  HISTORY     - 20020511 GOOD             INDIV
 JU0601
 JU0601                          STATION DESCRIPTION
 JU0601
 JU0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0601'AT ATSION.
 JU0601'AT ATSION, BURLINGTON COUNTY, AT THE CROSSING OF STATE HIGHWAY 39,
 JU0601'AT A CULVERT, IN THE TOP OF THE NORTH END OF THE EAST HEAD WALL,
 JU0601'AND ABOUT 120 FEET SOUTH  OF THE CENTER LINE OF THE TRACK.  A
 JU0601'STANDARD DISK, STAMPED T 21 1935.
 JU0601
 JU0601                          STATION RECOVERY (1936)
 JU0601
 JU0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 JU0601'RECOVERED IN GOOD CONDITION.
 JU0601
 JU0601                          STATION RECOVERY (1995)
 JU0601
 JU0601'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0601'THE STATION IS LOCATED IN SHAMONG TOWNSHIP WITHIN THE BOUNDARY OF THE
 JU0601'WHARTON STATE FOREST ON THE EAST SIDE OF U.S.  HIGHWAY 206, JUST SOUTH
 JU0601'OF THE FORMER CENTRAL NEW JERSEY RAILROAD RIGHT OF WAY, NOW ABANDONED,
 JU0601'TO REACH THE STATION FROM THE TEE JUNCTION OF U.S. HIGHWAY 206 AND
 JU0601'ATSION ROAD, JUST NORTH OF THE ATSION LAKE STATE PARK, GO SOUTH ON
 JU0601'U.S.  HIGHWAY 206 FOR 0.35 MI (0.56 KM) TO THE STATION ON THE LEFT,
 JU0601'SET FLUSH IN THE TOP OF THE NORTH END OF THE EAST CULVERT HEADWALL.
 JU0601'THE STATION IS 41 FT (12.5 M) EAST FROM THE CENTERLINE OF U.S.
 JU0601'HIGHWAY 206, 92 FT (28.0 M) SOUTH FROM POLE NUMBER BT 169 SH AND ABOUT
 JU0601'LEVEL WITH THE ROAD.
 JU0601
 JU0601                          STATION RECOVERY (2002)
 JU0601
 JU0601'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 JU0601'PORTABLE GPS READING
 JU0601'N39.44.10.2
 JU0601'W074.43.37.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1244 ***********************************************************************
 KV1244  DESIGNATION -  T 22
 KV1244  PID         -  KV1244
 KV1244  STATE/COUNTY-  NJ/WARREN
 KV1244  USGS QUAD   -  BLAIRSTOWN (1971)
 KV1244
 KV1244                         *CURRENT SURVEY CONTROL
 KV1244  ___________________________________________________________________
 KV1244* NAD 83(1986)-  40 54 10.     (N)    074 57 37.     (W)     SCALED    
 KV1244* NAVD 88     -       125.695  (meters)     412.38   (feet)  ADJUSTED  
 KV1244  ___________________________________________________________________
 KV1244  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KV1244  DYNAMIC HT  -         125.638 (meters)     412.20  (feet)  COMP
 KV1244  MODELED GRAV-     980,175.8   (mgal)                       NAVD 88
 KV1244
 KV1244  VERT ORDER  -  SECOND    CLASS 0
 KV1244
 KV1244.The horizontal coordinates were scaled from a topographic map and have
 KV1244.an estimated accuracy of +/- 6 seconds.
 KV1244
 KV1244.The orthometric height was determined by differential leveling
 KV1244.and adjusted by the National Geodetic Survey in June 1991..
 KV1244
 KV1244.The geoid height was determined by GEOID03.
 KV1244
 KV1244.The dynamic height is computed by dividing the NAVD 88
 KV1244.geopotential number by the normal gravity value computed on the
 KV1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1244.degrees latitude (g = 980.6199 gals.).
 KV1244
 KV1244.The modeled gravity was interpolated from observed gravity values.
 KV1244
 KV1244;                    North         East    Units  Estimated Accuracy
 KV1244;SPC NJ       -   229,850.      111,220.      MT  (+/- 180 meters Scaled)
 KV1244
 KV1244                          SUPERSEDED SURVEY CONTROL
 KV1244
 KV1244  NGVD 29 (??/??/??)  125.900  (m)          413.06   (f) ADJUSTED    2 0
 KV1244
 KV1244.Superseded values are not recommended for survey control.
 KV1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1244.See file dsdata.txt to determine how the superseded data were derived.
 KV1244
 KV1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL033279(NAD 83)
 KV1244_MARKER: DB = BENCH MARK DISK
 KV1244_SETTING: 80 = SET IN A BOULDER
 KV1244_SP_SET: BOULDER
 KV1244_STAMPING: T 22 1942
 KV1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1244+STABILITY: SURFACE MOTION
 KV1244
 KV1244  HISTORY     - Date     Condition        Report By
 KV1244  HISTORY     - 1942     MONUMENTED       CGS
 KV1244  HISTORY     - 1978     GOOD             LOCENG
 KV1244  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 KV1244
 KV1244                          STATION DESCRIPTION
 KV1244
 KV1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1244'0.8 MI NE FROM HOPE.
 KV1244'0.8 MILE NORTHEAST ALONG A MACADAM ROAD FROM THE POST OFFICE AT
 KV1244'HOPE, WARREN COUNTY, AT THE SOUTHEAST CORNER OF A CULTIVATED FIELD,
 KV1244'31.4 FEET WEST OF THE CENTERLINE OF THE ROAD, 19 FEET NORTHWEST
 KV1244'OF A WALNUT TREE, 15.2 FEET SOUTH OF AN ELM TREE, 5.4 FEET WEST
 KV1244'OF A FENCE, ABOUT 2 FEET HIGHER THAN THE ROAD.
 KV1244
 KV1244                          STATION RECOVERY (1978)
 KV1244
 KV1244'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 KV1244'0.8 MI. SOUTH EAST ALONG A ROAD LEADING TO GREAT MEADOWS FROM THE
 KV1244'POST OFFICE AT HOPE, WARREN COUNTY, AT THE SOUTHEAST CORNER OF A
 KV1244'CULTIVATED FIELD, 29.5 FT. WEST OF THE CENTERLINE OF THE ROAD. 5.4
 KV1244'FT. WEST OF A FENCE, ABOVE 2 FT. HIGHER THAN THE ROAD IN A LARGE ROCK
 KV1244'OUT CROP. 44.1 FT. NORTHWEST OF TACK IN POLE NO. 13. 91.3 FT.
 KV1244'NORTHWEST OF TACK IN POLE NO. HP-254.
 KV1244
 KV1244                          STATION RECOVERY (1995)
 KV1244
 KV1244'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1241 ***********************************************************************
 KV1241  DESIGNATION -  T 23
 KV1241  PID         -  KV1241
 KV1241  STATE/COUNTY-  NJ/WARREN
 KV1241  USGS QUAD   -  BLAIRSTOWN (1971)
 KV1241
 KV1241                         *CURRENT SURVEY CONTROL
 KV1241  ___________________________________________________________________
 KV1241* NAD 83(1986)-  40 57 21.     (N)    074 57 24.     (W)     SCALED    
 KV1241* NAVD 88     -       194.697  (meters)     638.77   (feet)  ADJUSTED  
 KV1241  ___________________________________________________________________
 KV1241  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 KV1241  DYNAMIC HT  -         194.612 (meters)     638.49  (feet)  COMP
 KV1241  MODELED GRAV-     980,184.0   (mgal)                       NAVD 88
 KV1241
 KV1241  VERT ORDER  -  SECOND    CLASS 0
 KV1241
 KV1241.The horizontal coordinates were scaled from a topographic map and have
 KV1241.an estimated accuracy of +/- 6 seconds.
 KV1241
 KV1241.The orthometric height was determined by differential leveling
 KV1241.and adjusted by the National Geodetic Survey in June 1991..
 KV1241
 KV1241.The geoid height was determined by GEOID03.
 KV1241
 KV1241.The dynamic height is computed by dividing the NAVD 88
 KV1241.geopotential number by the normal gravity value computed on the
 KV1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1241.degrees latitude (g = 980.6199 gals.).
 KV1241
 KV1241.The modeled gravity was interpolated from observed gravity values.
 KV1241
 KV1241;                    North         East    Units  Estimated Accuracy
 KV1241;SPC NJ       -   235,740.      111,560.      MT  (+/- 180 meters Scaled)
 KV1241
 KV1241                          SUPERSEDED SURVEY CONTROL
 KV1241
 KV1241  NGVD 29 (??/??/??)  194.897  (m)          639.42   (f) ADJUSTED    2 0
 KV1241
 KV1241.Superseded values are not recommended for survey control.
 KV1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1241.See file dsdata.txt to determine how the superseded data were derived.
 KV1241
 KV1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL036338(NAD 83)
 KV1241_MARKER: DB = BENCH MARK DISK
 KV1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1241_STAMPING: T 23 1942
 KV1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1241+STABILITY: SURFACE MOTION
 KV1241
 KV1241  HISTORY     - Date     Condition        Report By
 KV1241  HISTORY     - 1942     MONUMENTED       CGS
 KV1241  HISTORY     - 1978     GOOD             LOCENG
 KV1241  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 KV1241
 KV1241                          STATION DESCRIPTION
 KV1241
 KV1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1241'3.8 MI N FROM HOPE.
 KV1241'3.8 MILES NORTH ALONG STATE HIGHWAY 543 FROM THE POST OFFICE AT
 KV1241'HOPE, WARREN COUNTY, 53.5 FEET SOUTH OF THE SOUTH CORNER OF A
 KV1241'TENNIS COURT, AT THE EAST CORNER OF A CULTIVATED FIELD, 32 FEET
 KV1241'NORTHEAST OF A WALNUT TREE, 30.3 FEET NORTHWEST OF THE CENTERLINE
 KV1241'OF THE HIGHWAY, 4.3 FEET NORTHWEST OF THE SOUTHWEST END OF A
 KV1241'WHITE BOARD FENCE, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 KV1241
 KV1241                          STATION RECOVERY (1978)
 KV1241
 KV1241'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 KV1241'RECOVERED IN GOOD CONDITION.
 KV1241
 KV1241                          STATION RECOVERY (1995)
 KV1241
 KV1241'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6717 ***********************************************************************
 KV6717  DESIGNATION -  T 24 RESET
 KV6717  PID         -  KV6717
 KV6717  STATE/COUNTY-  NJ/MORRIS
 KV6717  USGS QUAD   -  CHESTER (1981)
 KV6717
 KV6717                         *CURRENT SURVEY CONTROL
 KV6717  ___________________________________________________________________
 KV6717* NAD 83(1986)-  40 48 11.     (N)    074 42 52.     (W)     SCALED    
 KV6717* NAVD 88     -       229.98   (meters)     754.5    (feet)  RESET     
 KV6717  ___________________________________________________________________
 KV6717  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV6717
 KV6717  VERT ORDER  -  THIRD
 KV6717
 KV6717.The horizontal coordinates were scaled from a topographic map and have
 KV6717.an estimated accuracy of +/- 6 seconds.
 KV6717
 KV6717.The orthometric height was computed from unverified reset data.
 KV6717.No vertical observational check was made to the station.
 KV6717
 KV6717.The geoid height was determined by GEOID03.
 KV6717
 KV6717;                    North         East    Units  Estimated Accuracy
 KV6717;SPC NJ       -   218,700.      131,910.      MT  (+/- 180 meters Scaled)
 KV6717
 KV6717                          SUPERSEDED SURVEY CONTROL
 KV6717
 KV6717  NGVD 29 (01/16/01)  230.21   (m)          755.3    (f) RESET       3  
 KV6717
 KV6717.Superseded values are not recommended for survey control.
 KV6717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6717.See file dsdata.txt to determine how the superseded data were derived.
 KV6717
 KV6717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL240169(NAD 83)
 KV6717_MARKER: DV = VERTICAL CONTROL DISK
 KV6717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6717_SP_SET: CONCRETE POST
 KV6717_STAMPING: T 24 RESET 1984
 KV6717_MARK LOGO: NGS   
 KV6717_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6717+STABILITY: SURFACE MOTION
 KV6717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6717+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 KV6717
 KV6717  HISTORY     - Date     Condition        Report By
 KV6717  HISTORY     - 1984     MONUMENTED       NGS
 KV6717  HISTORY     - 20060509 GOOD             AASCO
 KV6717
 KV6717                          STATION DESCRIPTION
 KV6717
 KV6717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KV6717'LOCATED 2.6 KM (1.60 MI) NORTH ALONG US HIGHWAY 206 FROM ITS JUNCTION
 KV6717'WITH STATE HIGHWAY 24 AT CHESTER, AT A POINT WHERE HILLSIDE ROAD
 KV6717'LEADS EAST FROM US HIGHWAY 206 AND FOUR BRIDGES ROAD LEADS WEST, ON
 KV6717'OPPOSITE SIDE OF US HIGHWAY 206 FROM THE TAYLOR RENTAL CENTER, 12.1 M
 KV6717'(39.7 FT) EAST FROM THE CENTER OF US HIGHWAY 206, 10.7 M (35.1 FT)
 KV6717'SOUTH FROM A POWERLINE POLE NUMBERED NJ 41 CT AND 57.4 M (188.3 FT)
 KV6717'NORTH FROM A POWERLINE POLE NUMBERED NJ 2349 CT.
 KV6717
 KV6717                          STATION RECOVERY (2006)
 KV6717
 KV6717'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (JAL)
 KV6717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1349 ***********************************************************************
 KV1349  DESIGNATION -  T 25
 KV1349  PID         -  KV1349
 KV1349  STATE/COUNTY-  NJ/HUNTERDON
 KV1349  USGS QUAD   -  GLADSTONE (1995)
 KV1349
 KV1349                         *CURRENT SURVEY CONTROL
 KV1349  ___________________________________________________________________
 KV1349* NAD 83(1986)-  40 39 43.     (N)    074 44 12.     (W)     SCALED    
 KV1349* NAVD 88     -        54.338  (meters)     178.27   (feet)  ADJUSTED  
 KV1349  ___________________________________________________________________
 KV1349  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KV1349  DYNAMIC HT  -          54.314 (meters)     178.20  (feet)  COMP
 KV1349  MODELED GRAV-     980,182.6   (mgal)                       NAVD 88
 KV1349
 KV1349  VERT ORDER  -  SECOND    CLASS 0
 KV1349
 KV1349.The horizontal coordinates were scaled from a topographic map and have
 KV1349.an estimated accuracy of +/- 6 seconds.
 KV1349
 KV1349.The orthometric height was determined by differential leveling
 KV1349.and adjusted by the National Geodetic Survey in June 1991..
 KV1349
 KV1349.The geoid height was determined by GEOID03.
 KV1349
 KV1349.The dynamic height is computed by dividing the NAVD 88
 KV1349.geopotential number by the normal gravity value computed on the
 KV1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1349.degrees latitude (g = 980.6199 gals.).
 KV1349
 KV1349.The modeled gravity was interpolated from observed gravity values.
 KV1349
 KV1349;                    North         East    Units  Estimated Accuracy
 KV1349;SPC NJ       -   203,040.      129,990.      MT  (+/- 180 meters Scaled)
 KV1349
 KV1349                          SUPERSEDED SURVEY CONTROL
 KV1349
 KV1349  NGVD 29 (??/??/??)   54.576  (m)          179.05   (f) ADJUSTED    2 0
 KV1349
 KV1349.Superseded values are not recommended for survey control.
 KV1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1349.See file dsdata.txt to determine how the superseded data were derived.
 KV1349
 KV1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL222012(NAD 83)
 KV1349_MARKER: DB = BENCH MARK DISK
 KV1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1349_STAMPING: T 25 1942
 KV1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1349+STABILITY: SURFACE MOTION
 KV1349
 KV1349  HISTORY     - Date     Condition        Report By
 KV1349  HISTORY     - 1942     MONUMENTED       CGS
 KV1349  HISTORY     - 1975     GOOD             NGS
 KV1349  HISTORY     - 20010331 POOR             NGS
 KV1349
 KV1349                          STATION DESCRIPTION
 KV1349
 KV1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1349'1 MI E FROM OLDWICK.
 KV1349'1.0 MILE EAST ALONG SECONDARY ROAD 522 FROM THE JUNCTION OF A
 KV1349'MACADAM ROAD AT OLDWICK, HUNTERDON COUNTY, 103 FEET SOUTHEAST
 KV1349'OF POLE JTX-249, 33.5 FEET NORTHWEST OF POLE JTX-250, AT THE
 KV1349'NORTHEAST CORNER OF A CULTIVATED FIELD, 24.8 FEET SOUTHWEST OF
 KV1349'THE CENTERLINE OF THE ROAD, NEAR A WHITE WITNESS POST PAINTED
 KV1349'USBM, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 KV1349
 KV1349                          STATION RECOVERY (1975)
 KV1349
 KV1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 KV1349'RECOVERED IN GOOD CONDITION.
 KV1349
 KV1349                          STATION RECOVERY (2001)
 KV1349
 KV1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1349'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0544 ***********************************************************************
 KV0544  DESIGNATION -  T 26
 KV0544  PID         -  KV0544
 KV0544  STATE/COUNTY-  NJ/MIDDLESEX
 KV0544  USGS QUAD   -  PLAINFIELD (1995)
 KV0544
 KV0544                         *CURRENT SURVEY CONTROL
 KV0544  ___________________________________________________________________
 KV0544* NAD 83(1986)-  40 34 48.     (N)    074 25 27.     (W)     SCALED    
 KV0544* NAVD 88     -        19.027  (meters)      62.42   (feet)  ADJUSTED  
 KV0544  ___________________________________________________________________
 KV0544  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV0544  DYNAMIC HT  -          19.019 (meters)      62.40  (feet)  COMP
 KV0544  MODELED GRAV-     980,193.5   (mgal)                       NAVD 88
 KV0544
 KV0544  VERT ORDER  -  FIRST     CLASS II
 KV0544
 KV0544.The horizontal coordinates were scaled from a topographic map and have
 KV0544.an estimated accuracy of +/- 6 seconds.
 KV0544
 KV0544.The orthometric height was determined by differential leveling
 KV0544.and adjusted by the National Geodetic Survey in March 2001..
 KV0544
 KV0544.Photographs are available for this station.
 KV0544
 KV0544.The geoid height was determined by GEOID03.
 KV0544
 KV0544.The dynamic height is computed by dividing the NAVD 88
 KV0544.geopotential number by the normal gravity value computed on the
 KV0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0544.degrees latitude (g = 980.6199 gals.).
 KV0544
 KV0544.The modeled gravity was interpolated from observed gravity values.
 KV0544
 KV0544;                    North         East    Units  Estimated Accuracy
 KV0544;SPC NJ       -   193,910.      156,420.      MT  (+/- 180 meters Scaled)
 KV0544
 KV0544                          SUPERSEDED SURVEY CONTROL
 KV0544
 KV0544  NAVD 88 (06/15/91)   19.021  (m)           62.40   (f) UNKNOWN     1 2
 KV0544  NGVD 29 (??/??/??)   19.321  (m)           63.39   (f) ADJUSTED    1 2
 KV0544
 KV0544.Superseded values are not recommended for survey control.
 KV0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0544.See file dsdata.txt to determine how the superseded data were derived.
 KV0544
 KV0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK487922(NAD 83)
 KV0544_MARKER: DB = BENCH MARK DISK
 KV0544_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV0544_SP_SET: HEADWALL
 KV0544_STAMPING: T 26 1942
 KV0544_MARK LOGO: CGS   
 KV0544_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0544+STABILITY: SURFACE MOTION
 KV0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0544+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1997
 KV0544
 KV0544  HISTORY     - Date     Condition        Report By
 KV0544  HISTORY     - 1942     MONUMENTED       CGS
 KV0544  HISTORY     - 1971     GOOD             USGS
 KV0544  HISTORY     - 1978     MARK NOT FOUND   NGS
 KV0544  HISTORY     - 19971204 GOOD             NJGS
 KV0544
 KV0544                          STATION DESCRIPTION
 KV0544
 KV0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV0544'1 MI W FROM SOUTH PLAINFIELD.
 KV0544'1 MILE WEST ALONG THE LEHIGH VALLEY RAILROAD FROM THE STATION
 KV0544'AT SOUTH PLAINFIELD, MIDDLESEX COUNTY, 0.1 MILE WEST OF MILEPOST
 KV0544'27, AT BRIDGE 27, IN THE WEST END OF THE NORTH HEADWALL, AND 15.3
 KV0544'FEET NORTH OF THE NORTH RAIL OF THE WEST-BOUND TRACK.
 KV0544
 KV0544                          STATION RECOVERY (1971)
 KV0544
 KV0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KV0544'RECOVERED IN GOOD CONDITION.
 KV0544
 KV0544                          STATION RECOVERY (1978)
 KV0544
 KV0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0544'THE TRACKS HAVE BEEN TAKEN OUT, POSSIBLE MARK IS
 KV0544'COVERED UP WITH CROSS TIES.
 KV0544
 KV0544                          STATION RECOVERY (1997)
 KV0544
 KV0544'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 KV0544'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1377 ***********************************************************************
 KV1377  DESIGNATION -  T 27
 KV1377  PID         -  KV1377
 KV1377  STATE/COUNTY-  NJ/HUNTERDON
 KV1377  USGS QUAD   -  PITTSTOWN (1970)
 KV1377
 KV1377                         *CURRENT SURVEY CONTROL
 KV1377  ___________________________________________________________________
 KV1377* NAD 83(1986)-  40 31 01.     (N)    074 59 31.     (W)     SCALED    
 KV1377* NAVD 88     -       148.188  (meters)     486.18   (feet)  ADJUSTED  
 KV1377  ___________________________________________________________________
 KV1377  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KV1377  DYNAMIC HT  -         148.116 (meters)     485.94  (feet)  COMP
 KV1377  MODELED GRAV-     980,132.3   (mgal)                       NAVD 88
 KV1377
 KV1377  VERT ORDER  -  SECOND    CLASS 0
 KV1377
 KV1377.The horizontal coordinates were scaled from a topographic map and have
 KV1377.an estimated accuracy of +/- 6 seconds.
 KV1377
 KV1377.The orthometric height was determined by differential leveling
 KV1377.and adjusted by the National Geodetic Survey in June 1991..
 KV1377
 KV1377.The geoid height was determined by GEOID03.
 KV1377
 KV1377.The dynamic height is computed by dividing the NAVD 88
 KV1377.geopotential number by the normal gravity value computed on the
 KV1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1377.degrees latitude (g = 980.6199 gals.).
 KV1377
 KV1377.The modeled gravity was interpolated from observed gravity values.
 KV1377
 KV1377;                    North         East    Units  Estimated Accuracy
 KV1377;SPC NJ       -   187,030.      108,310.      MT  (+/- 180 meters Scaled)
 KV1377
 KV1377                          SUPERSEDED SURVEY CONTROL
 KV1377
 KV1377  NGVD 29 (??/??/??)  148.442  (m)          487.01   (f) ADJUSTED    2 0
 KV1377
 KV1377.Superseded values are not recommended for survey control.
 KV1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1377.See file dsdata.txt to determine how the superseded data were derived.
 KV1377
 KV1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK006851(NAD 83)
 KV1377_MARKER: DB = BENCH MARK DISK
 KV1377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1377_SP_SET: BRIDGE WALL
 KV1377_STAMPING: T 27 1942
 KV1377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1377
 KV1377  HISTORY     - Date     Condition        Report By
 KV1377  HISTORY     - 1942     MONUMENTED       CGS
 KV1377  HISTORY     - 1956     GOOD             CGS
 KV1377  HISTORY     - 19950909 GOOD             USPSQD
 KV1377
 KV1377                          STATION DESCRIPTION
 KV1377
 KV1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1377'0.8 MI E FROM BAPTISTOWN.
 KV1377'0.85 MILE EAST ALONG STATE HIGHWAY 12 FROM THE INTERSECTION OF
 KV1377'COUNTY ROAD NO. 519 AT BAPTISTOWN, ON TOP OF THE NORTHWEST
 KV1377'CONCRETE WING WALL OF A CONCRETE BRIDGE OVER LOCKATONG CREEK, 28
 KV1377'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND 1-FOOT ABOVE
 KV1377'THE LEVEL OF THE HIGHWAY.
 KV1377
 KV1377                          STATION RECOVERY (1995)
 KV1377
 KV1377'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1198 ***********************************************************************
 KV1198  DESIGNATION -  T 28
 KV1198  PID         -  KV1198
 KV1198  STATE/COUNTY-  NJ/HUNTERDON
 KV1198  USGS QUAD   -  CALIFON (1970)
 KV1198
 KV1198                         *CURRENT SURVEY CONTROL
 KV1198  ___________________________________________________________________
 KV1198* NAD 83(1986)-  40 38 26.     (N)    074 51 37.     (W)     SCALED    
 KV1198* NAVD 88     -       110.458  (meters)     362.39   (feet)  ADJUSTED  
 KV1198  ___________________________________________________________________
 KV1198  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KV1198  DYNAMIC HT  -         110.406 (meters)     362.22  (feet)  COMP
 KV1198  MODELED GRAV-     980,156.2   (mgal)                       NAVD 88
 KV1198
 KV1198  VERT ORDER  -  FIRST     CLASS II
 KV1198
 KV1198.The horizontal coordinates were scaled from a topographic map and have
 KV1198.an estimated accuracy of +/- 6 seconds.
 KV1198
 KV1198.The orthometric height was determined by differential leveling
 KV1198.and adjusted by the National Geodetic Survey in June 1991..
 KV1198
 KV1198.The geoid height was determined by GEOID03.
 KV1198
 KV1198.The dynamic height is computed by dividing the NAVD 88
 KV1198.geopotential number by the normal gravity value computed on the
 KV1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1198.degrees latitude (g = 980.6199 gals.).
 KV1198
 KV1198.The modeled gravity was interpolated from observed gravity values.
 KV1198
 KV1198;                    North         East    Units  Estimated Accuracy
 KV1198;SPC NJ       -   200,700.      119,530.      MT  (+/- 180 meters Scaled)
 KV1198
 KV1198                          SUPERSEDED SURVEY CONTROL
 KV1198
 KV1198  NGVD 29 (01/10/92)  110.702  (m)          363.19   (f) ADJUSTED    1 2
 KV1198
 KV1198.Superseded values are not recommended for survey control.
 KV1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1198.See file dsdata.txt to determine how the superseded data were derived.
 KV1198
 KV1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK118988(NAD 83)
 KV1198_MARKER: DB = BENCH MARK DISK
 KV1198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1198_SP_SET: PEDESTAL FOUNDATION
 KV1198_STAMPING: T 28 1942
 KV1198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1198
 KV1198  HISTORY     - Date     Condition        Report By
 KV1198  HISTORY     - 1942     MONUMENTED       CGS
 KV1198  HISTORY     - 1954     GOOD             CGS
 KV1198  HISTORY     - 1973     GOOD             LOCSUR
 KV1198  HISTORY     - 1978     GOOD             NGS
 KV1198  HISTORY     - 20030111 MARK NOT FOUND   USPSQD
 KV1198
 KV1198                          STATION DESCRIPTION
 KV1198
 KV1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KV1198'1 MI E FROM ANNANDALE.
 KV1198'1 MILE EAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE
 KV1198'STATION AT ANNANDALE, HUNTERDON COUNTY, 0.1 MILE EAST OF A DUAL
 KV1198'HIGHWAY OVERPASS, AT AN OVERHEAD BRIDGE, IN THE SOUTH FACE OF
 KV1198'THE NORTH PEDESTAL FOUNDATION, 3 FEET EAST OF THE WEST END,
 KV1198'7 FEET NORTH OF THE NORTH RAIL, AND ABOUT 3 FEET HIGHER THAN THE
 KV1198'TRACK.
 KV1198
 KV1198                          STATION RECOVERY (1973)
 KV1198
 KV1198'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 KV1198'RECOVERED IN GOOD CONDITION.
 KV1198
 KV1198                          STATION RECOVERY (1978)
 KV1198
 KV1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1198'DISTANCE FROM HIGHWAY 22 DUAL BRIDGE IS 0.25 MILE.  OVERHEAD BRIDGE
 KV1198'IS GONE.
 KV1198
 KV1198                          STATION RECOVERY (2003)
 KV1198
 KV1198'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 KV1198'THE ORIGINAL MARKER'S PLACEMENT (PER 1954 DESCRIPTION) WAS OBSERVED TO
 KV1198'HAVE BEEN CHISELED OUT OF THE STONE LEAVING AN OBVIOUS HOLE, AND A NEW
 KV1198'SURVERYOR'S MARK (AS INDICATED BY DAY-GLOW ORANGE PAINT), CONSISTING
 KV1198'OF A RAILROAD SPIKE, WAS IMPLANTED IN THE WALL SEVERAL FEET EAST.
 KV1198'THIS SPIKE, PER HAND-HELD RECREATIONAL GPS, IS AT 40 38 28 (N), 74 51
 KV1198'38 (W).  A PICTURE IS AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0566 ***********************************************************************
 JU0566  DESIGNATION -  T 3 RESET
 JU0566  PID         -  JU0566
 JU0566  STATE/COUNTY-  NJ/ATLANTIC
 JU0566  USGS QUAD   -  NEWTONVILLE (1972)
 JU0566
 JU0566                         *CURRENT SURVEY CONTROL
 JU0566  ___________________________________________________________________
 JU0566* NAD 83(1986)-  39 36 53.     (N)    074 46 28.     (W)     SCALED    
 JU0566* NAVD 88     -        25.470  (meters)      83.56   (feet)  ADJUSTED  
 JU0566  ___________________________________________________________________
 JU0566  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JU0566  DYNAMIC HT  -          25.458 (meters)      83.52  (feet)  COMP
 JU0566  MODELED GRAV-     980,132.5   (mgal)                       NAVD 88
 JU0566
 JU0566  VERT ORDER  -  FIRST     CLASS I
 JU0566
 JU0566.The horizontal coordinates were scaled from a topographic map and have
 JU0566.an estimated accuracy of +/- 6 seconds.
 JU0566
 JU0566.The orthometric height was determined by differential leveling
 JU0566.and adjusted by the National Geodetic Survey in June 1991..
 JU0566
 JU0566.The geoid height was determined by GEOID03.
 JU0566
 JU0566.The dynamic height is computed by dividing the NAVD 88
 JU0566.geopotential number by the normal gravity value computed on the
 JU0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0566.degrees latitude (g = 980.6199 gals.).
 JU0566
 JU0566.The modeled gravity was interpolated from observed gravity values.
 JU0566
 JU0566;                    North         East    Units  Estimated Accuracy
 JU0566;SPC NJ       -    86,780.      126,440.      MT  (+/- 180 meters Scaled)
 JU0566
 JU0566                          SUPERSEDED SURVEY CONTROL
 JU0566
 JU0566  NGVD 29 (??/??/??)   25.837  (m)           84.77   (f) ADJUSTED    1 1
 JU0566
 JU0566.Superseded values are not recommended for survey control.
 JU0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0566.See file dsdata.txt to determine how the superseded data were derived.
 JU0566
 JU0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ193850(NAD 83)
 JU0566_MARKER: DB = BENCH MARK DISK
 JU0566_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0566+WITH SETTING: PAVEMENT
 JU0566_SP_SET: SIGNAL BASE
 JU0566_STAMPING: T 3 RESET 1934
 JU0566_MARK LOGO: CGS   
 JU0566_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0566+STABILITY: SURFACE MOTION
 JU0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0566+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 JU0566
 JU0566  HISTORY     - Date     Condition        Report By
 JU0566  HISTORY     - 1934     MONUMENTED       CGS
 JU0566  HISTORY     - 1963     POOR             CGS
 JU0566  HISTORY     - 1984     GOOD             USPSQD
 JU0566  HISTORY     - 19950317 GOOD             NJGS
 JU0566  HISTORY     - 20051213 GOOD             CANJDE
 JU0566
 JU0566                          STATION DESCRIPTION
 JU0566
 JU0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0566'2 MI SE FROM HAMMONTON.
 JU0566'2.05 MILES SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0566'LINES FROM THE STATION AT HAMMONTON, AT THE OVERHEAD CROSSING
 JU0566'OF WEYMOUTH ROAD OVER THE TRACK, 6.8 FEET NORTHEAST OF THE
 JU0566'NORTHEAST RAIL OF MAIN TRACK, 81 FEET SOUTHEAST OF THE
 JU0566'SOUTHEASTERNMOST SUPPORT FOR NORTHEAST SIDE OF OVERPASS, 8 1/2
 JU0566'FEET SOUTHWEST OF A 7-FOOT-HIGH SIGNAL BOX (WEST CORNER), ABOUT
 JU0566'LEVEL WITH THE TRACK, AND SET ON TOP OF THE CENTER OF AN
 JU0566'ABANDONED 2 BY 2-FOOT CONCRETE SIGNAL FOUNDATION BASE.  THE
 JU0566'FOUNDATION IS CRUMBLING, THE DISK IS SOLID.
 JU0566
 JU0566                          STATION RECOVERY (1984)
 JU0566
 JU0566'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0566'RECOVERED IN GOOD CONDITION.
 JU0566
 JU0566                          STATION RECOVERY (1995)
 JU0566
 JU0566'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0566'RECOVERED AS DESCRIBED.
 JU0566
 JU0566                          STATION RECOVERY (2005)
 JU0566
 JU0566'RECOVERY NOTE BY   2005 (GAC)
 JU0566'7 FOOT HIGH SIGNAL BOX IS GONE BUT SUPPORT BRACKETS REMAIN.  TRACK IS
 JU0566'NOW USED BY NJ TRANSIT ATLANTIC CITY LINE.  TRAINS PASS FREQUENTLY AND
 JU0566'ARE TRAVELLING AT ABOUT 60 MPH.  USE EXTREME CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0754 ***********************************************************************
 LY0754  DESIGNATION -  T 30
 LY0754  PID         -  LY0754
 LY0754  STATE/COUNTY-  NJ/SUSSEX
 LY0754  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY0754
 LY0754                         *CURRENT SURVEY CONTROL
 LY0754  ___________________________________________________________________
 LY0754* NAD 83(1986)-  41 06 05.     (N)    074 57 45.     (W)     SCALED    
 LY0754* NAVD 88     -       105.784  (meters)     347.06   (feet)  ADJUSTED  
 LY0754  ___________________________________________________________________
 LY0754  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 LY0754  DYNAMIC HT  -         105.737 (meters)     346.91  (feet)  COMP
 LY0754  MODELED GRAV-     980,183.3   (mgal)                       NAVD 88
 LY0754
 LY0754  VERT ORDER  -  SECOND    CLASS 0
 LY0754
 LY0754.The horizontal coordinates were scaled from a topographic map and have
 LY0754.an estimated accuracy of +/- 6 seconds.
 LY0754
 LY0754.The orthometric height was determined by differential leveling
 LY0754.and adjusted by the National Geodetic Survey in June 1991..
 LY0754
 LY0754.The geoid height was determined by GEOID03.
 LY0754
 LY0754.The dynamic height is computed by dividing the NAVD 88
 LY0754.geopotential number by the normal gravity value computed on the
 LY0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0754.degrees latitude (g = 980.6199 gals.).
 LY0754
 LY0754.The modeled gravity was interpolated from observed gravity values.
 LY0754
 LY0754;                    North         East    Units  Estimated Accuracy
 LY0754;SPC NJ       -   251,910.      111,150.      MT  (+/- 180 meters Scaled)
 LY0754
 LY0754                          SUPERSEDED SURVEY CONTROL
 LY0754
 LY0754  NGVD 29 (??/??/92)  105.970  (m)          347.67   (f) ADJ UNCH    2 0
 LY0754
 LY0754.Superseded values are not recommended for survey control.
 LY0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0754.See file dsdata.txt to determine how the superseded data were derived.
 LY0754
 LY0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL031500(NAD 83)
 LY0754_MARKER: DB = BENCH MARK DISK
 LY0754_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0754_SP_SET: BRIDGE
 LY0754_STAMPING: T 30 1942
 LY0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0754+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2006
 LY0754
 LY0754  HISTORY     - Date     Condition        Report By
 LY0754  HISTORY     - 1942     MONUMENTED       CGS
 LY0754  HISTORY     - 20060521 GOOD             GEOCAC
 LY0754
 LY0754                          STATION DESCRIPTION
 LY0754
 LY0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0754'AT FLATBROOKVILLE.
 LY0754'AT FLATBROOKVILLE, 0.3 MILE SOUTHWEST ALONG A BLACK TOP ROAD
 LY0754'FROM THE POST OFFICE, AT AN INTERSECTION OF THE BLACK TOP ROAD
 LY0754'AND A GRAVEL ROAD LEADING SOUTH, AT A STONE AND STEEL BRIDGE
 LY0754'OVER FLAT BROOK.  A STANDARD DISK, SET IN THE TOP OF THE WEST END
 LY0754'OF THE NORTH ABUTMENT.
 LY0754
 LY0754                          STATION RECOVERY (2006)
 LY0754
 LY0754'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0754'LOCATED IN THE DELAWARE WATER GAP NATIONAL RECREATION AREA.  THIS
 LY0754'BRIDGE HAS BEEN ABANDONED, BUT IT STILL STANDS.  IT IS SEVERAL HUNDRED
 LY0754'FEET EAST OF THE NEW BRIDGE ACROSS THE FLAT BROOK.  AT INTERSECTION OF
 LY0754'OLD MINE ROAD AND WALPACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0427 ***********************************************************************
 LY0427  DESIGNATION -  T 31
 LY0427  PID         -  LY0427
 LY0427  STATE/COUNTY-  NJ/PASSAIC
 LY0427  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY0427
 LY0427                         *CURRENT SURVEY CONTROL
 LY0427  ___________________________________________________________________
 LY0427* NAD 83(1986)-  41 04 11.     (N)    074 27 06.     (W)     SCALED    
 LY0427* NAVD 88     -       281.735  (meters)     924.33   (feet)  ADJUSTED  
 LY0427  ___________________________________________________________________
 LY0427  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LY0427  DYNAMIC HT  -         281.610 (meters)     923.92  (feet)  COMP
 LY0427  MODELED GRAV-     980,172.2   (mgal)                       NAVD 88
 LY0427
 LY0427  VERT ORDER  -  FIRST     CLASS II
 LY0427
 LY0427.The horizontal coordinates were scaled from a topographic map and have
 LY0427.an estimated accuracy of +/- 6 seconds.
 LY0427
 LY0427.The orthometric height was determined by differential leveling
 LY0427.and adjusted by the National Geodetic Survey in June 1991..
 LY0427
 LY0427.The geoid height was determined by GEOID03.
 LY0427
 LY0427.The dynamic height is computed by dividing the NAVD 88
 LY0427.geopotential number by the normal gravity value computed on the
 LY0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0427.degrees latitude (g = 980.6199 gals.).
 LY0427
 LY0427.The modeled gravity was interpolated from observed gravity values.
 LY0427
 LY0427;                    North         East    Units  Estimated Accuracy
 LY0427;SPC NJ       -   248,290.      154,060.      MT  (+/- 180 meters Scaled)
 LY0427
 LY0427                          SUPERSEDED SURVEY CONTROL
 LY0427
 LY0427  NGVD 29 (??/??/92)  282.041  (m)          925.33   (f) ADJ UNCH    1 2
 LY0427
 LY0427.Superseded values are not recommended for survey control.
 LY0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0427.See file dsdata.txt to determine how the superseded data were derived.
 LY0427
 LY0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL460466(NAD 83)
 LY0427_MARKER: DB = BENCH MARK DISK
 LY0427_SETTING: 66 = SET IN ROCK OUTCROP
 LY0427_SP_SET: ROCK OUTCROP
 LY0427_STAMPING: T 31 1942
 LY0427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0427+STABILITY: POSITION/ELEVATION WELL
 LY0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0427+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2004
 LY0427
 LY0427  HISTORY     - Date     Condition        Report By
 LY0427  HISTORY     - 1942     MONUMENTED       CGS
 LY0427  HISTORY     - 1979     GOOD             NGS
 LY0427  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 LY0427  HISTORY     - 20041121 GOOD             GEOCAC
 LY0427
 LY0427                          STATION DESCRIPTION
 LY0427
 LY0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0427'1.5 MI N FROM NEWFOUNDLAND.
 LY0427'IN PASSAIC COUNTY, 0.3 MILE WEST ALONG STATE HIGHWAY 23 FROM THE
 LY0427'POST OFFICE AT NEWFOUNDLAND, MORRIS COUNTY, THENCE 1.2 MILES NORTH
 LY0427'ALONG A GRAVEL ROAD, 31 FEET WEST OF THE CENTERLINE OF THE ROAD,
 LY0427'4.4 FEET SOUTH OF A TRIANGULAR-BLAZED 10-INCH OAK TREE, 1.8 FEET
 LY0427'NORTH OF A TRIANGULAR-BLAZED 12-INCH MAPLE TREE, IN A FLAT ROCK
 LY0427'OUTCROP, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
 LY0427
 LY0427                          STATION RECOVERY (1979)
 LY0427
 LY0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0427'RECOVERED IN GOOD CONDITION.
 LY0427
 LY0427                          STATION RECOVERY (1995)
 LY0427
 LY0427'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY0427'MARK NOT FOUND.
 LY0427
 LY0427                          STATION RECOVERY (2004)
 LY0427
 LY0427'RECOVERY NOTE BY GEOCACHING 2004 (JRI)
 LY0427'AT NEWFOUNDLAND, ON CLINTON RD, FROM THE INTERSECTION WITH RT 23, 1.2
 LY0427'MILES NORTH ON CLINTON RD TO THE STATION ON THE LEFT, 24 FEET WEST OF
 LY0427'THE CENTERLINE OF THE ROAD, 96 FEET NORTH OF THE CENTERLINE OF A POWER
 LY0427'TRANSMISSION LINE RIGHT OF WAY, 64 FEET NORTHWEST AND ACROSS THE ROAD
 LY0427'FROM UTILITY POLE BTE2727WM, IN A FLAT ROCK OUTCROP LEVEL WITH THE
 LY0427'GROUND, 2 FEET HIGHER THAN THE ROAD.
 LY0427' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0473 ***********************************************************************
 LY0473  DESIGNATION -  T 32
 LY0473  PID         -  LY0473
 LY0473  STATE/COUNTY-  NJ/BERGEN
 LY0473  USGS QUAD   -  RAMSEY (1995)
 LY0473
 LY0473                         *CURRENT SURVEY CONTROL
 LY0473  ___________________________________________________________________
 LY0473* NAD 83(1986)-  41 00 46.     (N)    074 08 53.     (W)     SCALED    
 LY0473* NAVD 88     -        96.972  (meters)     318.15   (feet)  ADJUSTED  
 LY0473  ___________________________________________________________________
 LY0473  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 LY0473  DYNAMIC HT  -          96.932 (meters)     318.02  (feet)  COMP
 LY0473  MODELED GRAV-     980,216.7   (mgal)                       NAVD 88
 LY0473
 LY0473  VERT ORDER  -  SECOND    CLASS 0
 LY0473
 LY0473.The horizontal coordinates were scaled from a topographic map and have
 LY0473.an estimated accuracy of +/- 6 seconds.
 LY0473
 LY0473.The orthometric height was determined by differential leveling
 LY0473.and adjusted by the National Geodetic Survey in June 1991..
 LY0473
 LY0473.The geoid height was determined by GEOID03.
 LY0473
 LY0473.The dynamic height is computed by dividing the NAVD 88
 LY0473.geopotential number by the normal gravity value computed on the
 LY0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0473.degrees latitude (g = 980.6199 gals.).
 LY0473
 LY0473.The modeled gravity was interpolated from observed gravity values.
 LY0473
 LY0473;                    North         East    Units  Estimated Accuracy
 LY0473;SPC NJ       -   242,030.      179,600.      MT  (+/- 180 meters Scaled)
 LY0473
 LY0473                          SUPERSEDED SURVEY CONTROL
 LY0473
 LY0473  NGVD 29 (??/??/92)   97.265  (m)          319.11   (f) ADJ UNCH    2 0
 LY0473
 LY0473.Superseded values are not recommended for survey control.
 LY0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0473.See file dsdata.txt to determine how the superseded data were derived.
 LY0473
 LY0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL716405(NAD 83)
 LY0473_MARKER: DB = BENCH MARK DISK
 LY0473_SETTING: 66 = SET IN ROCK OUTCROP
 LY0473_SP_SET: ROCK OUTCROP
 LY0473_STAMPING: T 32 1942
 LY0473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0473+STABILITY: POSITION/ELEVATION WELL
 LY0473
 LY0473  HISTORY     - Date     Condition        Report By
 LY0473  HISTORY     - 1942     MONUMENTED       CGS
 LY0473  HISTORY     - 20060915 GOOD             GEOCAC
 LY0473
 LY0473                          STATION DESCRIPTION
 LY0473
 LY0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0473'1.4 MI W FROM WALDWICK.
 LY0473'ABOUT 1.4 MILES WEST ALONG A SURFACED ROAD FROM THE ERIE RAILROAD
 LY0473'STATION AT WALDWICK, BERGEN COUNTY, AT THE L. MARTIN STONE
 LY0473'RESIDENCE, 78 FEET SOUTH OF THE SOUTHWEST CORNER, 25.5 FEET
 LY0473'NORTHEAST OF THE CENTER LINE OF THE ROAD, 6.5 FEET NORTHWEST
 LY0473'OF THE CENTER LINE OF THE DRIVEWAY, AND IN THE TOP OF A ROCK
 LY0473'OUTCROP IN THE SOUTH CORNER OF THE LAWN.  A STANDARD DISK,
 LY0473'STAMPED T 32 1942.
 LY0473
 LY0473                          STATION RECOVERY (2006)
 LY0473
 LY0473'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1412 ***********************************************************************
 KV1412  DESIGNATION -  T 33
 KV1412  PID         -  KV1412
 KV1412  STATE/COUNTY-  NJ/WARREN
 KV1412  USGS QUAD   -  BLAIRSTOWN (1971)
 KV1412
 KV1412                         *CURRENT SURVEY CONTROL
 KV1412  ___________________________________________________________________
 KV1412* NAD 83(1986)-  40 59 52.     (N)    074 57 25.     (W)     SCALED    
 KV1412* NAVD 88     -       132.609  (meters)     435.07   (feet)  ADJUSTED  
 KV1412  ___________________________________________________________________
 KV1412  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KV1412  DYNAMIC HT  -         132.551 (meters)     434.88  (feet)  COMP
 KV1412  MODELED GRAV-     980,183.5   (mgal)                       NAVD 88
 KV1412
 KV1412  VERT ORDER  -  SECOND    CLASS 0
 KV1412
 KV1412.The horizontal coordinates were scaled from a topographic map and have
 KV1412.an estimated accuracy of +/- 6 seconds.
 KV1412
 KV1412.The orthometric height was determined by differential leveling
 KV1412.and adjusted by the National Geodetic Survey in June 1991..
 KV1412
 KV1412.The geoid height was determined by GEOID03.
 KV1412
 KV1412.The dynamic height is computed by dividing the NAVD 88
 KV1412.geopotential number by the normal gravity value computed on the
 KV1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1412.degrees latitude (g = 980.6199 gals.).
 KV1412
 KV1412.The modeled gravity was interpolated from observed gravity values.
 KV1412
 KV1412;                    North         East    Units  Estimated Accuracy
 KV1412;SPC NJ       -   240,400.      111,560.      MT  (+/- 180 meters Scaled)
 KV1412
 KV1412                          SUPERSEDED SURVEY CONTROL
 KV1412
 KV1412  NGVD 29 (??/??/??)  132.813  (m)          435.74   (f) ADJUSTED    2 0
 KV1412
 KV1412.Superseded values are not recommended for survey control.
 KV1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1412.See file dsdata.txt to determine how the superseded data were derived.
 KV1412
 KV1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL036385(NAD 83)
 KV1412_MARKER: DB = BENCH MARK DISK
 KV1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1412_STAMPING: T 33 1942
 KV1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1412+STABILITY: SURFACE MOTION
 KV1412
 KV1412  HISTORY     - Date     Condition        Report By
 KV1412  HISTORY     - 1942     MONUMENTED       CGS
 KV1412  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 KV1412
 KV1412                          STATION DESCRIPTION
 KV1412
 KV1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1412'1.3 MI N FROM BLAIRSTOWN.
 KV1412'1.3 MILES NORTH ALONG THE BLAIRSTOWN-MILLBROOK ROAD FROM THE
 KV1412'POST OFICE AT BLAIRSTOWN, IN THE WEST CORNER OF A PASTURE,
 KV1412'37 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 13.6 FEET
 KV1412'NORTHEAST OF A FENCE, 3 FEET EAST OF POWER LINE POLE NO. 126,
 KV1412'AND 1 FOOT NORTHWEST OF A STANDARD REFERENCE POST.  A STANDARD
 KV1412'DISK SET IN THE TOP OF A CONCRETE POST.
 KV1412
 KV1412                          STATION RECOVERY (1995)
 KV1412
 KV1412'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0827 ***********************************************************************
 LY0827  DESIGNATION -  T 34
 LY0827  PID         -  LY0827
 LY0827  STATE/COUNTY-  NJ/SUSSEX
 LY0827  USGS QUAD   -  CULVERS GAP (1997)
 LY0827
 LY0827                         *CURRENT SURVEY CONTROL
 LY0827  ___________________________________________________________________
 LY0827* NAD 83(1986)-  41 13 47.     (N)    074 45 01.     (W)     SCALED    
 LY0827* NAVD 88     -       237.795  (meters)     780.17   (feet)  ADJUSTED  
 LY0827  ___________________________________________________________________
 LY0827  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LY0827  DYNAMIC HT  -         237.692 (meters)     779.83  (feet)  COMP
 LY0827  MODELED GRAV-     980,183.5   (mgal)                       NAVD 88
 LY0827
 LY0827  VERT ORDER  -  SECOND    CLASS 0
 LY0827
 LY0827.The horizontal coordinates were scaled from a topographic map and have
 LY0827.an estimated accuracy of +/- 6 seconds.
 LY0827
 LY0827.The orthometric height was determined by differential leveling
 LY0827.and adjusted by the National Geodetic Survey in June 1991..
 LY0827
 LY0827.The geoid height was determined by GEOID03.
 LY0827
 LY0827.The dynamic height is computed by dividing the NAVD 88
 LY0827.geopotential number by the normal gravity value computed on the
 LY0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0827.degrees latitude (g = 980.6199 gals.).
 LY0827
 LY0827.The modeled gravity was interpolated from observed gravity values.
 LY0827
 LY0827;                    North         East    Units  Estimated Accuracy
 LY0827;SPC NJ       -   266,090.      129,020.      MT  (+/- 180 meters Scaled)
 LY0827
 LY0827                          SUPERSEDED SURVEY CONTROL
 LY0827
 LY0827  NGVD 29 (??/??/92)  237.979  (m)          780.77   (f) ADJ UNCH    2 0
 LY0827
 LY0827.Superseded values are not recommended for survey control.
 LY0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0827.See file dsdata.txt to determine how the superseded data were derived.
 LY0827
 LY0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL209642(NAD 83)
 LY0827_MARKER: DB = BENCH MARK DISK
 LY0827_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0827_SP_SET: BRIDGE
 LY0827_STAMPING: T 34 1942
 LY0827_MARK LOGO: CGS   
 LY0827_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0827+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2006
 LY0827
 LY0827  HISTORY     - Date     Condition        Report By
 LY0827  HISTORY     - 1942     MONUMENTED       CGS
 LY0827  HISTORY     - 19950110 GOOD             NJGS
 LY0827  HISTORY     - 20060702 GOOD             GEOCAC
 LY0827
 LY0827                          STATION DESCRIPTION
 LY0827
 LY0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0827'9.5 MI SW FROM COLESVILLE.
 LY0827'4.2 MILES SOUTHWEST ALONG THE COLESVILLE TO BEEMERVILLE GRAVEL
 LY0827'ROAD FROM THE POST OFFICE AT COLESVILLE, THENCE 1.7 MILES
 LY0827'SOUTHWEST ALONG A NARROW GRAVEL ROAD, THENCE 0.7 MILE NORTHWEST
 LY0827'ALONG AN OLD ABANDONED ROAD, THENCE 1.9 MILES NORTHWEST ALONG
 LY0827'CRIGGER ROAD, THENCE 1.0 MILE SOUTHWEST ALONG SKELLINGER ROAD,
 LY0827'IN STOKES STATE FOREST, ABOUT 0.1 MILE NORTHEAST OF A C.C.C.
 LY0827'CAMP, AT THE NORTHWEST END OF SKELLINGER LAKE, AT A STONE AND
 LY0827'CONCRETE BRIDGE.  A STANDARD DISK, SET IN THE TOP OF THE EAST
 LY0827'CORNER OF THE NORTHWEST CONCRETE HEAD WALL, AND 10 FEET NORTHWEST
 LY0827'OF THE CENTER LINE OF THE ROAD.
 LY0827
 LY0827                          STATION RECOVERY (1995)
 LY0827
 LY0827'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0827'RECOVERED AS DESCRIBED.
 LY0827
 LY0827                          STATION RECOVERY (2006)
 LY0827
 LY0827'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1243 ***********************************************************************
 KV1243  DESIGNATION -  T 35
 KV1243  PID         -  KV1243
 KV1243  STATE/COUNTY-  NJ/SUSSEX
 KV1243  USGS QUAD   -  TRANQUILITY (1971)
 KV1243
 KV1243                         *CURRENT SURVEY CONTROL
 KV1243  ___________________________________________________________________
 KV1243* NAD 83(1986)-  40 58 58.     (N)    074 50 30.     (W)     SCALED    
 KV1243* NAVD 88     -       179.198  (meters)     587.92   (feet)  ADJUSTED  
 KV1243  ___________________________________________________________________
 KV1243  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KV1243  DYNAMIC HT  -         179.117 (meters)     587.65  (feet)  COMP
 KV1243  MODELED GRAV-     980,168.7   (mgal)                       NAVD 88
 KV1243
 KV1243  VERT ORDER  -  SECOND    CLASS 0
 KV1243
 KV1243.The horizontal coordinates were scaled from a topographic map and have
 KV1243.an estimated accuracy of +/- 6 seconds.
 KV1243
 KV1243.The orthometric height was determined by differential leveling
 KV1243.and adjusted by the National Geodetic Survey in June 1991..
 KV1243
 KV1243.The geoid height was determined by GEOID03.
 KV1243
 KV1243.The dynamic height is computed by dividing the NAVD 88
 KV1243.geopotential number by the normal gravity value computed on the
 KV1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1243.degrees latitude (g = 980.6199 gals.).
 KV1243
 KV1243.The modeled gravity was interpolated from observed gravity values.
 KV1243
 KV1243;                    North         East    Units  Estimated Accuracy
 KV1243;SPC NJ       -   238,690.      121,250.      MT  (+/- 180 meters Scaled)
 KV1243
 KV1243                          SUPERSEDED SURVEY CONTROL
 KV1243
 KV1243  NGVD 29 (??/??/??)  179.410  (m)          588.61   (f) ADJUSTED    2 0
 KV1243
 KV1243.Superseded values are not recommended for survey control.
 KV1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1243.See file dsdata.txt to determine how the superseded data were derived.
 KV1243
 KV1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL133368(NAD 83)
 KV1243_MARKER: DB = BENCH MARK DISK
 KV1243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1243_SP_SET: BRIDGE WALL
 KV1243_STAMPING: T 35 1942
 KV1243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1243
 KV1243  HISTORY     - Date     Condition        Report By
 KV1243  HISTORY     - 1942     MONUMENTED       CGS
 KV1243
 KV1243                          STATION DESCRIPTION
 KV1243
 KV1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1243'1.6 MI NW FROM GREENDELL.
 KV1243'0.2 MILE WEST ALONG THE ERIE-LACKAWANNA RAILROAD FROM THE
 KV1243'STATION AT GREENDELL, THENCE 1.4 MILES NORTHWEST ALONG A GRAVEL
 KV1243'ROAD, THENCE ABOUT 250 FEET NORTHWEST ALONG A BLACK TOP ROAD,
 KV1243'AT A CONCRETE BRIDGE.  A STANDARD DISK, SET IN THE TOP OF THE
 KV1243'SOUTHEAST WING WALL, AND 13 FEET EAST OF THE CENTERLINE OF THE
 KV1243'ROAD.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS
 KV1243'NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE
 KV1243'ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0761 ***********************************************************************
 KV0761  DESIGNATION -  T 36
 KV0761  PID         -  KV0761
 KV0761  STATE/COUNTY-  NJ/MONMOUTH
 KV0761  USGS QUAD   -  KEYPORT (1977)
 KV0761
 KV0761                         *CURRENT SURVEY CONTROL
 KV0761  ___________________________________________________________________
 KV0761* NAD 83(1986)-  40 25 37.     (N)    074 12 23.     (W)     SCALED    
 KV0761* NAVD 88     -         8.118  (meters)      26.63   (feet)  ADJUSTED  
 KV0761  ___________________________________________________________________
 KV0761  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV0761  DYNAMIC HT  -           8.114 (meters)      26.62  (feet)  COMP
 KV0761  MODELED GRAV-     980,222.4   (mgal)                       NAVD 88
 KV0761
 KV0761  VERT ORDER  -  FIRST     CLASS II
 KV0761
 KV0761.The horizontal coordinates were scaled from a topographic map and have
 KV0761.an estimated accuracy of +/- 6 seconds.
 KV0761
 KV0761.The orthometric height was determined by differential leveling
 KV0761.and adjusted by the National Geodetic Survey in June 1991..
 KV0761
 KV0761.The geoid height was determined by GEOID03.
 KV0761
 KV0761.The dynamic height is computed by dividing the NAVD 88
 KV0761.geopotential number by the normal gravity value computed on the
 KV0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0761.degrees latitude (g = 980.6199 gals.).
 KV0761
 KV0761.The modeled gravity was interpolated from observed gravity values.
 KV0761
 KV0761;                    North         East    Units  Estimated Accuracy
 KV0761;SPC NJ       -   176,960.      174,910.      MT  (+/- 180 meters Scaled)
 KV0761
 KV0761                          SUPERSEDED SURVEY CONTROL
 KV0761
 KV0761  NGVD 29 (04/16/92)    8.338  (m)           27.36   (f) ADJUSTED    1 2
 KV0761
 KV0761.Superseded values are not recommended for survey control.
 KV0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0761.See file dsdata.txt to determine how the superseded data were derived.
 KV0761
 KV0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK673754(NAD 83)
 KV0761_MARKER: DB = BENCH MARK DISK
 KV0761_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0761_SP_SET: OVERPASS ABUTMENT
 KV0761_STAMPING: T 36 1952
 KV0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0761
 KV0761  HISTORY     - Date     Condition        Report By
 KV0761  HISTORY     - 1952     MONUMENTED       CGS
 KV0761  HISTORY     - 1964     GOOD             CGS
 KV0761  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 KV0761
 KV0761                          STATION DESCRIPTION
 KV0761
 KV0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0761'AT KEYPORT.
 KV0761'AT KEYPORT, ABOUT 0.5 MILE SOUTHWEST ALONG THE CENTRAL RAILROAD
 KV0761'OF NEW JERSEY FROM THE STATION, IN THE TOP OF THE SOUTHEAST END
 KV0761'OF THE NORTHEAST ABUTMENT OF A RAILROAD OVERPASS OVER STATE
 KV0761'HIGHWAY 35, 8 FEET SOUTHEAST OF SOUTHEAST RAIL, 12 FEET NORTHWEST
 KV0761'OF SOUTHEAST END OF ABUTMENT AND ABOUT 2 FEET BELOW LEVEL OF
 KV0761'TRACK.
 KV0761
 KV0761                          STATION RECOVERY (1964)
 KV0761
 KV0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0761'RECOVERED IN GOOD CONDITION.
 KV0761
 KV0761                          STATION RECOVERY (1979)
 KV0761
 KV0761'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 KV0761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0236 ***********************************************************************
 KV0236  DESIGNATION -  T 37
 KV0236  PID         -  KV0236
 KV0236  STATE/COUNTY-  NJ/ESSEX
 KV0236  USGS QUAD   -  ELIZABETH (1995)
 KV0236
 KV0236                         *CURRENT SURVEY CONTROL
 KV0236  ___________________________________________________________________
 KV0236* NAD 83(1986)-  40 40 07.     (N)    074 10 31.     (W)     SCALED    
 KV0236* NAVD 88     -         2.275  (meters)       7.46   (feet)  ADJUSTED  
 KV0236  ___________________________________________________________________
 KV0236  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KV0236  DYNAMIC HT  -           2.274 (meters)       7.46  (feet)  COMP
 KV0236  MODELED GRAV-     980,223.7   (mgal)                       NAVD 88
 KV0236
 KV0236  VERT ORDER  -  FIRST     CLASS II
 KV0236
 KV0236.The horizontal coordinates were scaled from a topographic map and have
 KV0236.an estimated accuracy of +/- 6 seconds.
 KV0236
 KV0236.The orthometric height was determined by differential leveling
 KV0236.and adjusted by the National Geodetic Survey in June 1991..
 KV0236
 KV0236.The geoid height was determined by GEOID03.
 KV0236
 KV0236.The dynamic height is computed by dividing the NAVD 88
 KV0236.geopotential number by the normal gravity value computed on the
 KV0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0236.degrees latitude (g = 980.6199 gals.).
 KV0236
 KV0236.The modeled gravity was interpolated from observed gravity values.
 KV0236
 KV0236;                    North         East    Units  Estimated Accuracy
 KV0236;SPC NJ       -   203,800.      177,450.      MT  (+/- 180 meters Scaled)
 KV0236
 KV0236                          SUPERSEDED SURVEY CONTROL
 KV0236
 KV0236  NGVD 29 (04/16/92)    2.612  (m)            8.57   (f) ADJUSTED    1 2
 KV0236
 KV0236.Superseded values are not recommended for survey control.
 KV0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0236.See file dsdata.txt to determine how the superseded data were derived.
 KV0236
 KV0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL697022(NAD 83)
 KV0236_MARKER: DB = BENCH MARK DISK
 KV0236_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0236_SP_SET: BRIDGE PIER
 KV0236_STAMPING: T 37 1952
 KV0236_MARK LOGO: CGS   
 KV0236_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0236+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2001
 KV0236
 KV0236  HISTORY     - Date     Condition        Report By
 KV0236  HISTORY     - 1952     MONUMENTED       CGS
 KV0236  HISTORY     - 19891012 GOOD             NJGS
 KV0236  HISTORY     - 19950310 GOOD             NJGS
 KV0236  HISTORY     - 20010314 GOOD             PORANY
 KV0236
 KV0236                          STATION DESCRIPTION
 KV0236
 KV0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0236'0.9 MI NE FROM ELIZABETHPORT.
 KV0236'ABOUT 0.9 MILE NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW
 KV0236'JERSEY FROM THE STATION, AT THE NORTHEAST END OF RAILROAD YARDS,
 KV0236'SET VERTICALLY IN THE NORTHWEST FACE AT SOUTHWEST END OF THE
 KV0236'CENTER PIER OF NORTH AVENUE OVERPASS OVER THE TRACKS, 27 FEET
 KV0236'SOUTHEAST OF SOUTHEAST RAIL OF SOUTHEAST MAIN TRACK AND ABOUT
 KV0236'2 FEET ABOVE GROUND.
 KV0236
 KV0236                          STATION RECOVERY (1989)
 KV0236
 KV0236'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV0236'IN ELIZABETH, SET VERTICALLY IN THE NORTHWEST FACE AT THE SOUTH END
 KV0236'OF THE SOUTH SET OF CENTER PIERS CARRYING THE EAST BOUND LANES OF
 KV0236'NORTH AVENUE OVER THE RAILROAD, 2.4 M (7.9 FT) NORTHEAST OF THE SOUTH
 KV0236'END OF THE PIER, 8.4 M (27.6 FT) EAST OF THE EAST RAIL OF THE
 KV0236'EASTERLY SET OF TRACKS OF THE MAIN LINE, 7.8 M (25.6 FT) SOUTHWEST OF
 KV0236'THE NORTH END OF THE PIER, ABOUT 0.8 M (2.6 FT) ABOVE GROUND AND
 KV0236'ABOUT 0.3 M (1.0 FT) ABOVE THE MAINLINE TRACKS.
 KV0236
 KV0236                          STATION RECOVERY (1995)
 KV0236
 KV0236'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0236'RECOVERED AS DESCRIBED.
 KV0236
 KV0236                          STATION RECOVERY (2001)
 KV0236
 KV0236'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV0236'ANOTHER LANE HAS BEEN ADDED TO SOUTH SIDE OF BRIDGE AND PILE DRIVING
 KV0236'IN 2000 MAY HAVE AFFECTED STABILITY OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0340 ***********************************************************************
 KV0340  DESIGNATION -  T 38 RESET
 KV0340  PID         -  KV0340
 KV0340  STATE/COUNTY-  NJ/HUDSON
 KV0340  USGS QUAD   -  JERSEY CITY (1981)
 KV0340
 KV0340                         *CURRENT SURVEY CONTROL
 KV0340  ___________________________________________________________________
 KV0340* NAD 83(1986)-  40 41 17.     (N)    074 06 00.     (W)     SCALED    
 KV0340* NAVD 88     -        12.34   (meters)      40.5    (feet)  RESET     
 KV0340  ___________________________________________________________________
 KV0340  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KV0340
 KV0340  VERT ORDER  -  THIRD
 KV0340
 KV0340.The horizontal coordinates were scaled from a topographic map and have
 KV0340.an estimated accuracy of +/- 6 seconds.
 KV0340
 KV0340.The orthometric height was computed from unverified reset data.
 KV0340
 KV0340.The geoid height was determined by GEOID03.
 KV0340
 KV0340;                    North         East    Units  Estimated Accuracy
 KV0340;SPC NJ       -   205,990.      183,810.      MT  (+/- 180 meters Scaled)
 KV0340
 KV0340                          SUPERSEDED SURVEY CONTROL
 KV0340
 KV0340  NGVD 29 (??/??/??)   12.69   (m)           41.6    (f) RESET       3  
 KV0340
 KV0340.Superseded values are not recommended for survey control.
 KV0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0340.See file dsdata.txt to determine how the superseded data were derived.
 KV0340
 KV0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL760045(NAD 83)
 KV0340_MARKER: DB = BENCH MARK DISK
 KV0340_SETTING: 66 = SET IN ROCK OUTCROP
 KV0340_SP_SET: ROCK OUTCROP
 KV0340_STAMPING: T 38 RESET 1954
 KV0340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV0340+STABILITY: POSITION/ELEVATION WELL
 KV0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0340+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1995
 KV0340
 KV0340  HISTORY     - Date     Condition        Report By
 KV0340  HISTORY     - 1954     MONUMENTED       CGS
 KV0340  HISTORY     - 19950920 MARK NOT FOUND   NJGS
 KV0340
 KV0340                          STATION DESCRIPTION
 KV0340
 KV0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KV0340'AT BAYONNE.
 KV0340'AT BAYONNE, HUDSON COUNTY, ON 58TH STREET BETWEEN BROADWAY AND
 KV0340'AVENUE C, 115 YARDS NORTHWEST OF THE INTERSECTION OF BROADWAY,
 KV0340'90 FEET NORTHEAST OF THE CENTERLINE OF THE STREET, IN THE TOP
 KV0340'OF A LARGE GRANITE OUTCROP, 3 FEET SOUTHEAST OF THE SOUTHWEST
 KV0340'EDGE OF THE OUTCROP, AND 13 FEET HIGHER THAN THE STREET.  A
 KV0340'STANDARD DISK, STAMPED T 38 RESET 1954.
 KV0340
 KV0340                          STATION RECOVERY (1995)
 KV0340
 KV0340'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0340'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV0340'SEARCH BY A TWO MAN PARTY.  THE ROCK OUTCROP HAS BEEN REDUCED IN SIZE
 KV0340'BY PERIODIC BLASTING FOR THE CREATION OF NEW STREETS.  58TH STREET IS
 KV0340'NO LONGER IN EXISTENCE.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1635 ***********************************************************************
 KU1635  DESIGNATION -  T 40
 KU1635  PID         -  KU1635
 KU1635  STATE/COUNTY-  NJ/BERGEN
 KU1635  USGS QUAD   -  YONKERS (1979)
 KU1635
 KU1635                         *CURRENT SURVEY CONTROL
 KU1635  ___________________________________________________________________
 KU1635* NAD 83(1986)-  40 55 13.     (N)    073 56 11.     (W)     SCALED    
 KU1635* NAVD 88     -       129.533  (meters)     424.98   (feet)  ADJUSTED  
 KU1635  ___________________________________________________________________
 KU1635  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 KU1635  DYNAMIC HT  -         129.486 (meters)     424.82  (feet)  COMP
 KU1635  MODELED GRAV-     980,261.0   (mgal)                       NAVD 88
 KU1635
 KU1635  VERT ORDER  -  SECOND    CLASS 0
 KU1635
 KU1635.The horizontal coordinates were scaled from a topographic map and have
 KU1635.an estimated accuracy of +/- 6 seconds.
 KU1635
 KU1635.The orthometric height was determined by differential leveling
 KU1635.and adjusted by the National Geodetic Survey in June 1991..
 KU1635
 KU1635.The geoid height was determined by GEOID03.
 KU1635
 KU1635.The dynamic height is computed by dividing the NAVD 88
 KU1635.geopotential number by the normal gravity value computed on the
 KU1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1635.degrees latitude (g = 980.6199 gals.).
 KU1635
 KU1635.The modeled gravity was interpolated from observed gravity values.
 KU1635
 KU1635;                    North         East    Units  Estimated Accuracy
 KU1635;SPC NJ       -   231,850.      197,470.      MT  (+/- 180 meters Scaled)
 KU1635
 KU1635                          SUPERSEDED SURVEY CONTROL
 KU1635
 KU1635  NGVD 29 (??/??/92)  129.843  (m)          425.99   (f) ADJ UNCH    2 0
 KU1635
 KU1635.Superseded values are not recommended for survey control.
 KU1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1635.See file dsdata.txt to determine how the superseded data were derived.
 KU1635
 KU1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL895304(NAD 83)
 KU1635_MARKER: DB = BENCH MARK DISK
 KU1635_SETTING: 80 = SET IN A BOULDER
 KU1635_SP_SET: BOULDER
 KU1635_STAMPING: T 40 1956
 KU1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU1635+STABILITY: SURFACE MOTION
 KU1635
 KU1635  HISTORY     - Date     Condition        Report By
 KU1635  HISTORY     - 1956     MONUMENTED       CGS
 KU1635  HISTORY     - 20060430 POOR             GEOCAC
 KU1635
 KU1635                          STATION DESCRIPTION
 KU1635
 KU1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU1635'2 MI SE FROM ALPINE.
 KU1635'0.2 MILE EAST ALONG CLOSTER DOCK ROAD FROM THE ALPINE METHODIST
 KU1635'CHURCH, THENCE 1.8 MILES SOUTH ALONG U.S. HIGHWAY 9W, AT THE
 KU1635'JUNCTION OF HUDSON AVENUE LEADING WEST, 52 PACES NORTH OF THE
 KU1635'CENTER LINE OF HUDSON AVENUE, 50.8 FEET WEST OF THE CENTER LINE
 KU1635'OF U.S. HIGHWAY 9W, SET IN THE TOP OF A LARGE 7-BY-5-FOOT BLACK
 KU1635'BOULDER PROJECTING 3 FEET ABOVE THE GROUND.
 KU1635
 KU1635                          STATION RECOVERY (2006)
 KU1635
 KU1635'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KU1635'FOUND BY DESCRIPTION.  THE DISK IS MISSING.  ONLY THE SHAFT REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0801 ***********************************************************************
 KV0801  DESIGNATION -  T 5 RESET 1934
 KV0801  PID         -  KV0801
 KV0801  STATE/COUNTY-  NJ/MONMOUTH
 KV0801  USGS QUAD   -  ASBURY PARK (1989)
 KV0801
 KV0801                         *CURRENT SURVEY CONTROL
 KV0801  ___________________________________________________________________
 KV0801* NAD 83(1986)-  40 13 08.     (N)    074 00 43.     (W)     SCALED    
 KV0801* NAVD 88     -         7.256  (meters)      23.81   (feet)  ADJUSTED  
 KV0801  ___________________________________________________________________
 KV0801  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV0801  DYNAMIC HT  -           7.253 (meters)      23.80  (feet)  COMP
 KV0801  MODELED GRAV-     980,170.8   (mgal)                       NAVD 88
 KV0801
 KV0801  VERT ORDER  -  FIRST     CLASS I
 KV0801
 KV0801.The horizontal coordinates were scaled from a topographic map and have
 KV0801.an estimated accuracy of +/- 6 seconds.
 KV0801
 KV0801.The orthometric height was determined by differential leveling
 KV0801.and adjusted by the National Geodetic Survey in June 1991..
 KV0801.WARNING-Repeat measurements at this control monument indicate possible
 KV0801.vertical movement.
 KV0801
 KV0801.The geoid height was determined by GEOID03.
 KV0801
 KV0801.The dynamic height is computed by dividing the NAVD 88
 KV0801.geopotential number by the normal gravity value computed on the
 KV0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0801.degrees latitude (g = 980.6199 gals.).
 KV0801
 KV0801.The modeled gravity was interpolated from observed gravity values.
 KV0801
 KV0801;                    North         East    Units  Estimated Accuracy
 KV0801;SPC NJ       -   153,930.      191,540.      MT  (+/- 180 meters Scaled)
 KV0801
 KV0801                          SUPERSEDED SURVEY CONTROL
 KV0801
 KV0801  NGVD 29 (04/16/92)    7.587  (m)           24.89   (f) ADJUSTED    1 1
 KV0801
 KV0801.Superseded values are not recommended for survey control.
 KV0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0801.See file dsdata.txt to determine how the superseded data were derived.
 KV0801
 KV0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK840525(NAD 83)
 KV0801_MARKER: DB = BENCH MARK DISK
 KV0801_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0801_SP_SET: BUILDING
 KV0801_STAMPING: 25.180 T 5 1930
 KV0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0801
 KV0801  HISTORY     - Date     Condition        Report By
 KV0801  HISTORY     - 1934     MONUMENTED       USTD
 KV0801  HISTORY     - 1937     GOOD             CGS
 KV0801  HISTORY     - 1964     GOOD             CGS
 KV0801  HISTORY     - 1979     GOOD             NGS
 KV0801  HISTORY     - 1984     GOOD             USPSQD
 KV0801  HISTORY     - 1987     GOOD             USPSQD
 KV0801  HISTORY     - 19920704 GOOD             USPSQD
 KV0801
 KV0801                          STATION DESCRIPTION
 KV0801
 KV0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 KV0801'AT ASBURY PARK.
 KV0801'AT ASBURY PARK, AT THE POST OFFICE, IN THE WEST WALL, 27.3 FEET
 KV0801'NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, AND 2 FEET ABOVE
 KV0801'THE GROUND.  A STANDARD DISK, STAMPED 25.180 T 5 1930 AND SET
 KV0801'VERTICALLY. NOTE-T 5 WAS MOVED AND RESET AT THE SAME ELEVATION AT
 KV0801'A POSITION 3 FT NORTH OF ITS ORIGINAL POSITION.
 KV0801
 KV0801                          STATION RECOVERY (1964)
 KV0801
 KV0801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0801'RECOVERED IN GOOD CONDITION.
 KV0801
 KV0801                          STATION RECOVERY (1979)
 KV0801
 KV0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0801'NOTE--THE LETTER S IS STAMPED ON THE MARK AND THE LETTER T IS
 KV0801'STAMPED HORIZONTALLY THROUGH THE LETTER S.
 KV0801
 KV0801                          STATION RECOVERY (1984)
 KV0801
 KV0801'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0801'RECOVERED IN GOOD CONDITION.
 KV0801
 KV0801                          STATION RECOVERY (1987)
 KV0801
 KV0801'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0801'RECOVERED IN GOOD CONDITION.
 KV0801
 KV0801                          STATION RECOVERY (1992)
 KV0801
 KV0801'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0934 ***********************************************************************
 KV0934  DESIGNATION -  T 53
 KV0934  PID         -  KV0934
 KV0934  STATE/COUNTY-  NJ/MIDDLESEX
 KV0934  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV0934
 KV0934                         *CURRENT SURVEY CONTROL
 KV0934  ___________________________________________________________________
 KV0934* NAD 83(1986)-  40 29 05.     (N)    074 25 13.     (W)     SCALED    
 KV0934* NAVD 88     -        31.988  (meters)     104.95   (feet)  ADJUSTED  
 KV0934  ___________________________________________________________________
 KV0934  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV0934  DYNAMIC HT  -          31.974 (meters)     104.90  (feet)  COMP
 KV0934  MODELED GRAV-     980,194.5   (mgal)                       NAVD 88
 KV0934
 KV0934  VERT ORDER  -  SECOND    CLASS 0
 KV0934
 KV0934.The horizontal coordinates were scaled from a topographic map and have
 KV0934.an estimated accuracy of +/- 6 seconds.
 KV0934
 KV0934.The orthometric height was determined by differential leveling
 KV0934.and adjusted by the National Geodetic Survey in June 1991..
 KV0934
 KV0934.The geoid height was determined by GEOID03.
 KV0934
 KV0934.The dynamic height is computed by dividing the NAVD 88
 KV0934.geopotential number by the normal gravity value computed on the
 KV0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0934.degrees latitude (g = 980.6199 gals.).
 KV0934
 KV0934.The modeled gravity was interpolated from observed gravity values.
 KV0934
 KV0934;                    North         East    Units  Estimated Accuracy
 KV0934;SPC NJ       -   183,340.      156,760.      MT  (+/- 180 meters Scaled)
 KV0934
 KV0934                          SUPERSEDED SURVEY CONTROL
 KV0934
 KV0934  NGVD 29 (04/16/92)   32.284  (m)          105.92   (f) ADJUSTED    2 0
 KV0934
 KV0934.Superseded values are not recommended for survey control.
 KV0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0934.See file dsdata.txt to determine how the superseded data were derived.
 KV0934
 KV0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK491817(NAD 83)
 KV0934_MARKER: DB = BENCH MARK DISK
 KV0934_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0934_SP_SET: BRICK WALL
 KV0934_STAMPING: T 53 1961
 KV0934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0934
 KV0934  HISTORY     - Date     Condition        Report By
 KV0934  HISTORY     - 1961     MONUMENTED       CGS
 KV0934  HISTORY     - 1970     GOOD             NGS
 KV0934
 KV0934                          STATION DESCRIPTION
 KV0934
 KV0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0934'1 MI E FROM NEW BRUNSWICK.
 KV0934'ONE MILE EAST ALONG STATE HIGHWAY 18 FROM THE RARITAN AVE. BRIDGE
 KV0934'OVER THE DELAWARE AND RARITAN CANAL AT NEW BRUNSWICK, IN THE
 KV0934'SOUTH FACE AT THE SOUTHWEST CORNER OF WHITE BRICK BUILDING NO.
 KV0934'97 OF THE RARITAN GARDENS APARTMENTS, 60 FEET NORTH OF THE NORTH
 KV0934'EDGE OF HIGHWAY 18 AT THE INTERSECTION OF A BLACK TOPPED ROAD TO
 KV0934'NORTH AND THREE FEET ABOVE THE LEVEL OF THE GROUND.  VERTICAL IN
 KV0934'BRICK WALL.
 KV0934
 KV0934                          STATION RECOVERY (1970)
 KV0934
 KV0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KV0934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0846 ***********************************************************************
 KV0846  DESIGNATION -  T 54
 KV0846  PID         -  KV0846
 KV0846  STATE/COUNTY-  NJ/OCEAN
 KV0846  USGS QUAD   -  POINT PLEASANT (1989)
 KV0846
 KV0846                         *CURRENT SURVEY CONTROL
 KV0846  ___________________________________________________________________
 KV0846* NAD 83(1986)-  40 03 25.     (N)    074 05 17.     (W)     SCALED    
 KV0846* NAVD 88     -         4.227  (meters)      13.87   (feet)  ADJUSTED  
 KV0846  ___________________________________________________________________
 KV0846  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KV0846  DYNAMIC HT  -           4.225 (meters)      13.86  (feet)  COMP
 KV0846  MODELED GRAV-     980,159.1   (mgal)                       NAVD 88
 KV0846
 KV0846  VERT ORDER  -  SECOND    CLASS 0
 KV0846
 KV0846.The horizontal coordinates were scaled from a topographic map and have
 KV0846.an estimated accuracy of +/- 6 seconds.
 KV0846
 KV0846.The orthometric height was determined by differential leveling
 KV0846.and adjusted by the National Geodetic Survey in June 1991..
 KV0846
 KV0846.The geoid height was determined by GEOID03.
 KV0846
 KV0846.The dynamic height is computed by dividing the NAVD 88
 KV0846.geopotential number by the normal gravity value computed on the
 KV0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0846.degrees latitude (g = 980.6199 gals.).
 KV0846
 KV0846.The modeled gravity was interpolated from observed gravity values.
 KV0846
 KV0846;                    North         East    Units  Estimated Accuracy
 KV0846;SPC NJ       -   135,920.      185,150.      MT  (+/- 180 meters Scaled)
 KV0846
 KV0846                          SUPERSEDED SURVEY CONTROL
 KV0846
 KV0846  NGVD 29 (04/16/92)    4.561  (m)           14.96   (f) ADJUSTED    2 0
 KV0846
 KV0846.Superseded values are not recommended for survey control.
 KV0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0846.See file dsdata.txt to determine how the superseded data were derived.
 KV0846
 KV0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK777344(NAD 83)
 KV0846_MARKER: DB = BENCH MARK DISK
 KV0846_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0846_SP_SET: BRICK GARAGE
 KV0846_STAMPING: T 54 1961
 KV0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0846
 KV0846  HISTORY     - Date     Condition        Report By
 KV0846  HISTORY     - 1961     MONUMENTED       CGS
 KV0846  HISTORY     - 1987     GOOD             USPSQD
 KV0846  HISTORY     - 1987     GOOD             USPSQD
 KV0846  HISTORY     - 1990     GOOD             USPSQD
 KV0846
 KV0846                          STATION DESCRIPTION
 KV0846
 KV0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0846'3.3 MI SW FROM BAY HEAD.
 KV0846'1.5 MILES WEST ON BRIDGE AVE. FROM THE POST OFFICE AT BAY
 KV0846'HEAD, THENCE 0.9 MILE SOUTH ON BEAVER DAM ROAD, THENCE 0.9
 KV0846'MILE WEST ON METEDECONK ROAD AS SHOWN ON MAPS OR PRINCETON ROAD,
 KV0846'39 FEET WEST OF THE CENTERLINE OF THE ROAD DIRECTLY SOUTH OF THE
 KV0846'BELLVUE GROCERY.  SET IN A VERTICAL DRILL HOLE ON THE NORTH SIDE
 KV0846'OF A PRIVATE BRICK GARAGE, ONE FOOT WEST OF THE NORTHWEST
 KV0846'CORNER AND 3 FEET ABOVE THE LEVEL OF THE GROUND.
 KV0846
 KV0846                          STATION RECOVERY (1987)
 KV0846
 KV0846'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0846'RECOVERED IN GOOD CONDITION.
 KV0846
 KV0846                          STATION RECOVERY (1987)
 KV0846
 KV0846'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0846'RECOVERED IN GOOD CONDITION.
 KV0846
 KV0846                          STATION RECOVERY (1990)
 KV0846
 KV0846'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0267 ***********************************************************************
 JU0267  DESIGNATION -  T 55
 JU0267  PID         -  JU0267
 JU0267  STATE/COUNTY-  NJ/ATLANTIC
 JU0267  USGS QUAD   -  OCEANVILLE (1989)
 JU0267
 JU0267                         *CURRENT SURVEY CONTROL
 JU0267  ___________________________________________________________________
 JU0267* NAD 83(1986)-  39 28 03.     (N)    074 27 45.     (W)     SCALED    
 JU0267* NAVD 88     -         3.920  (meters)      12.86   (feet)  ADJUSTED  
 JU0267  ___________________________________________________________________
 JU0267  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JU0267  DYNAMIC HT  -           3.918 (meters)      12.85  (feet)  COMP
 JU0267  MODELED GRAV-     980,128.4   (mgal)                       NAVD 88
 JU0267
 JU0267  VERT ORDER  -  FIRST     CLASS I
 JU0267
 JU0267.The horizontal coordinates were scaled from a topographic map and have
 JU0267.an estimated accuracy of +/- 6 seconds.
 JU0267
 JU0267.The orthometric height was determined by differential leveling
 JU0267.and adjusted by the National Geodetic Survey in June 1991..
 JU0267.WARNING-Repeat measurements at this control monument indicate possible
 JU0267.vertical movement.
 JU0267
 JU0267.The geoid height was determined by GEOID03.
 JU0267
 JU0267.The dynamic height is computed by dividing the NAVD 88
 JU0267.geopotential number by the normal gravity value computed on the
 JU0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0267.degrees latitude (g = 980.6199 gals.).
 JU0267
 JU0267.The modeled gravity was interpolated from observed gravity values.
 JU0267
 JU0267;                    North         East    Units  Estimated Accuracy
 JU0267;SPC NJ       -    70,400.      153,230.      MT  (+/- 180 meters Scaled)
 JU0267
 JU0267                          SUPERSEDED SURVEY CONTROL
 JU0267
 JU0267  NGVD 29 (04/16/92)    4.307  (m)           14.13   (f) ADJUSTED    1 1
 JU0267
 JU0267.Superseded values are not recommended for survey control.
 JU0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0267.See file dsdata.txt to determine how the superseded data were derived.
 JU0267
 JU0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ462687(NAD 83)
 JU0267_MARKER: DB = BENCH MARK DISK
 JU0267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0267_SP_SET: CULVERT
 JU0267_STAMPING: T 55 1961
 JU0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0267
 JU0267  HISTORY     - Date     Condition        Report By
 JU0267  HISTORY     - 1961     MONUMENTED       CGS
 JU0267  HISTORY     - 1964     GOOD             CGS
 JU0267  HISTORY     - 1979     GOOD             NGS
 JU0267
 JU0267                          STATION DESCRIPTION
 JU0267
 JU0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0267'NEAR OCEANVILLE.
 JU0267'0.05 MILE SOUTH ALONG U.S. HIGHWAY 9 FROM THE POST OFFICE AT
 JU0267'OCEANVILLE, 0.35 MILE NORTH OF THE OCEANVILLE GRADE SCHOOL,
 JU0267'SET IN TOP AT THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD
 JU0267'WALL OF A CONCRETE AND BRICK BOX CULVERT OVER DOUGHTYS CREEK,
 JU0267'13 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 JU0267'LEVEL WITH THE HIGHWAY.
 JU0267
 JU0267                          STATION RECOVERY (1979)
 JU0267
 JU0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0500 ***********************************************************************
 JU0500  DESIGNATION -  T 56
 JU0500  PID         -  JU0500
 JU0500  STATE/COUNTY-  NJ/ATLANTIC
 JU0500  USGS QUAD   -  MARMORA (1994)
 JU0500
 JU0500                         *CURRENT SURVEY CONTROL
 JU0500  ___________________________________________________________________
 JU0500* NAD 83(1986)-  39 21 42.     (N)    074 41 53.     (W)     SCALED    
 JU0500* NAVD 88     -         1.748  (meters)       5.73   (feet)  ADJUSTED  
 JU0500  ___________________________________________________________________
 JU0500  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JU0500  DYNAMIC HT  -           1.747 (meters)       5.73  (feet)  COMP
 JU0500  MODELED GRAV-     980,114.0   (mgal)                       NAVD 88
 JU0500
 JU0500  VERT ORDER  -  SECOND    CLASS 0
 JU0500
 JU0500.The horizontal coordinates were scaled from a topographic map and have
 JU0500.an estimated accuracy of +/- 6 seconds.
 JU0500
 JU0500.The orthometric height was determined by differential leveling
 JU0500.and adjusted by the National Geodetic Survey in June 1991..
 JU0500
 JU0500.The geoid height was determined by GEOID03.
 JU0500
 JU0500.The dynamic height is computed by dividing the NAVD 88
 JU0500.geopotential number by the normal gravity value computed on the
 JU0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0500.degrees latitude (g = 980.6199 gals.).
 JU0500
 JU0500.The modeled gravity was interpolated from observed gravity values.
 JU0500
 JU0500;                    North         East    Units  Estimated Accuracy
 JU0500;SPC NJ       -    58,670.      132,930.      MT  (+/- 180 meters Scaled)
 JU0500
 JU0500                          SUPERSEDED SURVEY CONTROL
 JU0500
 JU0500  NGVD 29 (??/??/??)    2.143  (m)            7.03   (f) ADJUSTED    2 0
 JU0500
 JU0500.Superseded values are not recommended for survey control.
 JU0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0500.See file dsdata.txt to determine how the superseded data were derived.
 JU0500
 JU0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ260569(NAD 83)
 JU0500_MARKER: DB = BENCH MARK DISK
 JU0500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0500_SP_SET: BRIDGE
 JU0500_STAMPING: T 56 1961
 JU0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0500
 JU0500  HISTORY     - Date     Condition        Report By
 JU0500  HISTORY     - 1961     MONUMENTED       CGS
 JU0500  HISTORY     - 1983     MARK NOT FOUND   USGS
 JU0500
 JU0500                          STATION DESCRIPTION
 JU0500
 JU0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0500'2.8 MI NW FROM SCULLVILLE.
 JU0500'2.75 MILES NORTHWEST ON COUNTY ROAD 559 FROM SCULLVILLE PUBLIC
 JU0500'SCHOOL NO. 1.  18 FEET NORTHEAST OF THE CENTER LINE OF COUNTY
 JU0500'ROAD 559.  SET IN A DRILL HOLE, ABOUT LEVEL WITH THE ROAD, IN
 JU0500'THE NORTHEAST HEADWALL AT THE NORTH END OF A CONCRETE AND ROCK
 JU0500'BRIDGE OVER POWELL CREEK.
 JU0500
 JU0500                          STATION RECOVERY (1983)
 JU0500
 JU0500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JU0500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0388 ***********************************************************************
 JU0388  DESIGNATION -  T 57
 JU0388  PID         -  JU0388
 JU0388  STATE/COUNTY-  NJ/CAPE MAY
 JU0388  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0388
 JU0388                         *CURRENT SURVEY CONTROL
 JU0388  ___________________________________________________________________
 JU0388* NAD 83(1986)-  39 12 16.     (N)    074 39 30.     (W)     SCALED    
 JU0388* NAVD 88     -         3.348  (meters)      10.98   (feet)  ADJUSTED  
 JU0388  ___________________________________________________________________
 JU0388  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 JU0388  DYNAMIC HT  -           3.346 (meters)      10.98  (feet)  COMP
 JU0388  MODELED GRAV-     980,084.5   (mgal)                       NAVD 88
 JU0388
 JU0388  VERT ORDER  -  FIRST     CLASS II
 JU0388
 JU0388.The horizontal coordinates were scaled from a topographic map and have
 JU0388.an estimated accuracy of +/- 6 seconds.
 JU0388
 JU0388.The orthometric height was determined by differential leveling
 JU0388.and adjusted by the National Geodetic Survey in June 1991..
 JU0388
 JU0388.The geoid height was determined by GEOID03.
 JU0388
 JU0388.The dynamic height is computed by dividing the NAVD 88
 JU0388.geopotential number by the normal gravity value computed on the
 JU0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0388.degrees latitude (g = 980.6199 gals.).
 JU0388
 JU0388.The modeled gravity was interpolated from observed gravity values.
 JU0388
 JU0388;                    North         East    Units  Estimated Accuracy
 JU0388;SPC NJ       -    41,210.      136,330.      MT  (+/- 180 meters Scaled)
 JU0388
 JU0388                          SUPERSEDED SURVEY CONTROL
 JU0388
 JU0388  NGVD 29 (04/16/92)    3.739  (m)           12.27   (f) ADJUSTED    1 2
 JU0388
 JU0388.Superseded values are not recommended for survey control.
 JU0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0388.See file dsdata.txt to determine how the superseded data were derived.
 JU0388
 JU0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ295395(NAD 83)
 JU0388_MARKER: DB = BENCH MARK DISK
 JU0388_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0388_SP_SET: BRIDGE
 JU0388_STAMPING: T 57 1961
 JU0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0388+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2006
 JU0388
 JU0388  HISTORY     - Date     Condition        Report By
 JU0388  HISTORY     - 1961     MONUMENTED       CGS
 JU0388  HISTORY     - 1979     GOOD             NGS
 JU0388  HISTORY     - 20060224 GOOD             GEOCAC
 JU0388
 JU0388                          STATION DESCRIPTION
 JU0388
 JU0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0388'6.8 MI SW FROM OCEAN CITY.
 JU0388'6.75 MILES SOUTHWEST ON OCEAN DRIVE FROM THE CITY HALL IN OCEAN
 JU0388'CITY, IN THE WEST CONCRETE ABUTMENT AT THE NORTH END OF THE
 JU0388'BRIDGE OVER STRATHMERE BAY, 13 FEET WEST OF THE CENTER LINE OF
 JU0388'OCEAN DRIVE, 1 FOOT EAST OF THE GUARD RAIL.  SET IN A DRILL HOLE 1
 JU0388'FOOT ABOVE LEVEL OF THE HIGHWAY.
 JU0388
 JU0388                          STATION RECOVERY (1979)
 JU0388
 JU0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0388'RECOVERED IN GOOD CONDITION.
 JU0388
 JU0388                          STATION RECOVERY (2006)
 JU0388
 JU0388'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0388'HANDHELD COORDINATES ARE N39-12-17.10 W074-39-28.50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0451 ***********************************************************************
 JU0451  DESIGNATION -  T 58
 JU0451  PID         -  JU0451
 JU0451  STATE/COUNTY-  NJ/CAPE MAY
 JU0451  USGS QUAD   -  STONE HARBOR (1972)
 JU0451
 JU0451                         *CURRENT SURVEY CONTROL
 JU0451  ___________________________________________________________________
 JU0451* NAD 83(1986)-  39 02 21.     (N)    074 46 52.     (W)     SCALED    
 JU0451* NAVD 88     -         2.982  (meters)       9.78   (feet)  ADJUSTED  
 JU0451  ___________________________________________________________________
 JU0451  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 JU0451  DYNAMIC HT  -           2.981 (meters)       9.78  (feet)  COMP
 JU0451  MODELED GRAV-     980,058.2   (mgal)                       NAVD 88
 JU0451
 JU0451  VERT ORDER  -  FIRST     CLASS II
 JU0451
 JU0451.The horizontal coordinates were scaled from a topographic map and have
 JU0451.an estimated accuracy of +/- 6 seconds.
 JU0451
 JU0451.The orthometric height was determined by differential leveling
 JU0451.and adjusted by the National Geodetic Survey in March 2001..
 JU0451
 JU0451.The geoid height was determined by GEOID03.
 JU0451
 JU0451.The dynamic height is computed by dividing the NAVD 88
 JU0451.geopotential number by the normal gravity value computed on the
 JU0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0451.degrees latitude (g = 980.6199 gals.).
 JU0451
 JU0451.The modeled gravity was interpolated from observed gravity values.
 JU0451
 JU0451;                    North         East    Units  Estimated Accuracy
 JU0451;SPC NJ       -    22,890.      125,660.      MT  (+/- 180 meters Scaled)
 JU0451
 JU0451                          SUPERSEDED SURVEY CONTROL
 JU0451
 JU0451  NAVD 88 (06/15/91)    2.969  (m)            9.74   (f) UNKNOWN     2 0
 JU0451  NGVD 29 (04/16/92)    3.371  (m)           11.06   (f) ADJUSTED    2 0
 JU0451
 JU0451.Superseded values are not recommended for survey control.
 JU0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0451.See file dsdata.txt to determine how the superseded data were derived.
 JU0451
 JU0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ189211(NAD 83)
 JU0451_MARKER: DB = BENCH MARK DISK
 JU0451_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU0451_SP_SET: BRIDGE ABUTMENT
 JU0451_STAMPING: T 58 1961
 JU0451_MARK LOGO: CGS   
 JU0451_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0451+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1997
 JU0451
 JU0451  HISTORY     - Date     Condition        Report By
 JU0451  HISTORY     - 1961     MONUMENTED       CGS
 JU0451  HISTORY     - 19970806 GOOD             NJGS
 JU0451  HISTORY     - 20060916 POOR             GEOCAC
 JU0451
 JU0451                          STATION DESCRIPTION
 JU0451
 JU0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0451'1.7 MI SW FROM STONE HARBOR.
 JU0451'0.1 MILE NORTHWEST ON 96TH STREET FROM THE POST OFFICE IN STONE
 JU0451'HARBOR THENCE 1.7 MILE SOUTHWEST ON OCEAN DRIVE TO THE WEST END
 JU0451'OF THE BRIDGE OVER GREAT CHANNEL.  10 FEET NORTH OF THE CENTER
 JU0451'LINE OF OCEAN DRIVE.  SET IN A DRILL HOLE IN THE WEST END OF THE
 JU0451'NORTH ABUTMENT AT THE WEST END OF THE BRIDGE, INSIDE THE GUARD
 JU0451'RAIL AND 6 INCHES ABOUT THE LEVEL OF THE GROUND.
 JU0451
 JU0451                          STATION RECOVERY (1997)
 JU0451
 JU0451'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU0451'RECOVERED AS DESCRIBED.
 JU0451
 JU0451                          STATION RECOVERY (2006)
 JU0451
 JU0451'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JU0451'ABUTMENT AND WALKWAY APPEAR TO HAVE BEEN RECENTLY RESURFACED - DISK IS
 JU0451'MISSING, BUT SISK STEM REMAINS IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0552 ***********************************************************************
 JU0552  DESIGNATION -  T 62
 JU0552  PID         -  JU0552
 JU0552  STATE/COUNTY-  NJ/CAMDEN
 JU0552  USGS QUAD   -  WILLIAMSTOWN (1981)
 JU0552
 JU0552                         *CURRENT SURVEY CONTROL
 JU0552  ___________________________________________________________________
 JU0552* NAD 83(1996)-  39 42 37.10544(N)    074 53 47.17087(W)     ADJUSTED  
 JU0552* NAVD 88     -        39.674  (meters)     130.16   (feet)  ADJUSTED  
 JU0552  ___________________________________________________________________
 JU0552  X           -   1,280,238.497 (meters)                     COMP
 JU0552  Y           -  -4,743,601.716 (meters)                     COMP
 JU0552  Z           -   4,053,297.602 (meters)                     COMP
 JU0552  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 JU0552  ELLIP HEIGHT-           6.45  (meters)          (09/25/02) GPS OBS
 JU0552  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JU0552  DYNAMIC HT  -          39.655 (meters)     130.10  (feet)  COMP
 JU0552  MODELED GRAV-     980,135.9   (mgal)                       NAVD 88
 JU0552
 JU0552  HORZ ORDER  -  FIRST
 JU0552  VERT ORDER  -  FIRST     CLASS I
 JU0552  ELLP ORDER  -  FOURTH    CLASS I
 JU0552
 JU0552.The horizontal coordinates were established by GPS observations
 JU0552.and adjusted by the National Geodetic Survey in May 1999..
 JU0552
 JU0552.The orthometric height was determined by differential leveling
 JU0552.and adjusted by the National Geodetic Survey in June 1991..
 JU0552
 JU0552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0552
 JU0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0552
 JU0552.The ellipsoidal height was determined by GPS observations
 JU0552.and is referenced to NAD 83.
 JU0552
 JU0552.The geoid height was determined by GEOID03.
 JU0552
 JU0552.The dynamic height is computed by dividing the NAVD 88
 JU0552.geopotential number by the normal gravity value computed on the
 JU0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0552.degrees latitude (g = 980.6199 gals.).
 JU0552
 JU0552.The modeled gravity was interpolated from observed gravity values.
 JU0552
 JU0552;                    North         East     Units Scale Factor Converg.
 JU0552;SPC NJ       -    97,427.618   116,007.496   MT  0.99991422   -0 15 11.8
 JU0552;SPC NJ       -   319,643.78    380,601.26   sFT  0.99991422   -0 15 11.8
 JU0552;UTM  18      - 4,395,610.068   508,877.406   MT  0.99960097   +0 03 58.2
 JU0552
 JU0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0552!SPC NJ       -   0.99999899  x   0.99991422  =   0.99991321
 JU0552!UTM  18      -   0.99999899  x   0.99960097  =   0.99959996
 JU0552
 JU0552                          SUPERSEDED SURVEY CONTROL
 JU0552
 JU0552  ELLIP H (05/14/99)    6.44   (m)                       GP(       ) 4 1
 JU0552  NAD 83(1992)-  39 42 37.10499(N)    074 53 47.17075(W) AD(       ) 1
 JU0552  ELLIP H (12/16/96)    6.41   (m)                       GP(       ) 2 1
 JU0552  NAVD 88 (12/16/96)   39.67   (m)          130.2    (f) LEVELING    3  
 JU0552  NGVD 29 (??/??/??)   40.037  (m)          131.35   (f) ADJUSTED    1 1
 JU0552
 JU0552.Superseded values are not recommended for survey control.
 JU0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0552.See file dsdata.txt to determine how the superseded data were derived.
 JU0552
 JU0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0887795610(NAD 83)
 JU0552_MARKER: DB = BENCH MARK DISK
 JU0552_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU0552_SP_SET: SOUTHEAST ABUTMENT
 JU0552_STAMPING: T 62 1963
 JU0552_MARK LOGO: CGS   
 JU0552_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0552+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2000
 JU0552
 JU0552  HISTORY     - Date     Condition        Report By
 JU0552  HISTORY     - 1962     MONUMENTED       CGS
 JU0552  HISTORY     - 1964     GOOD             CGS
 JU0552  HISTORY     - 1983     POOR             LOCSUR
 JU0552  HISTORY     - 19951206 GOOD             TWT
 JU0552  HISTORY     - 19990713 GOOD             NJGS
 JU0552  HISTORY     - 20001004 GOOD             TWT
 JU0552
 JU0552                          STATION DESCRIPTION
 JU0552
 JU0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0552'3.3 MI SE FROM WILLIAMSTOWN JCT.
 JU0552'3.3 MILES SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0552'FROM THE STATION AT WILLIAMSTOWN JUNCTION, ABOUT 0.4 MILE
 JU0552'SOUTHEAST OF THE COMMUNITY OF CEDAR BROOK, AT THE RAILROAD
 JU0552'OVERPASS OVER COUNTY ROAD 561, SET ON TOP OF THE NORTHEAST END OF
 JU0552'THE SOUTHEAST CONCRETE ABUTMENT OF OVERPASS, 5.5 FEET NORTHEAST OF
 JU0552'NORTHEAST RAIL, AND ABOUT LEVEL WITH TRACK.
 JU0552
 JU0552                          STATION RECOVERY (1983)
 JU0552
 JU0552'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JU0552'NOT LEGABLE. CENTER NOT VISABLE. COUNTY ROAD 561 IS NOW STATE HIGHWAY
 JU0552'73.
 JU0552
 JU0552                          STATION RECOVERY (1995)
 JU0552
 JU0552'RECOVERY NOTE BY TWT CONS ENG 1995 (WPD)
 JU0552'RECOVERED AS DESCRIBED.
 JU0552
 JU0552                          STATION RECOVERY (1999)
 JU0552
 JU0552'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 JU0552'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS
 JU0552'LOCATED ON THE SOUTHEAST CORNER BRIDGE ABUTMENT OF BRIDGE NUMBER
 JU0552'0431150, M.P.  10.52, CARRYING THE NEW JERSEY TRANSIT RAILROAD OVER
 JU0552'STATE ROUTE 73.  THE STRUCTURE IS ALSO KNOWN AS RAILROAD BRIDGE NUMBER
 JU0552'21 38.
 JU0552
 JU0552                          STATION RECOVERY (2000)
 JU0552
 JU0552'RECOVERY NOTE BY TWT CONS ENG 2000 (DJR)
 JU0552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0691 ***********************************************************************
 JU0691  DESIGNATION -  T 63
 JU0691  PID         -  JU0691
 JU0691  STATE/COUNTY-  NJ/CAMDEN
 JU0691  USGS QUAD   -  CAMDEN (1995)
 JU0691
 JU0691                         *CURRENT SURVEY CONTROL
 JU0691  ___________________________________________________________________
 JU0691* NAD 83(1986)-  39 58 00.     (N)    075 04 18.     (W)     SCALED    
 JU0691* NAVD 88     -         7.334  (meters)      24.06   (feet)  ADJUSTED  
 JU0691  ___________________________________________________________________
 JU0691  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU0691  DYNAMIC HT  -           7.331 (meters)      24.05  (feet)  COMP
 JU0691  MODELED GRAV-     980,188.5   (mgal)                       NAVD 88
 JU0691
 JU0691  VERT ORDER  -  FIRST     CLASS I
 JU0691
 JU0691.The horizontal coordinates were scaled from a topographic map and have
 JU0691.an estimated accuracy of +/- 6 seconds.
 JU0691
 JU0691.The orthometric height was determined by differential leveling
 JU0691.and adjusted by the National Geodetic Survey in June 1991..
 JU0691
 JU0691.The geoid height was determined by GEOID03.
 JU0691
 JU0691.The dynamic height is computed by dividing the NAVD 88
 JU0691.geopotential number by the normal gravity value computed on the
 JU0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0691.degrees latitude (g = 980.6199 gals.).
 JU0691
 JU0691.The modeled gravity was interpolated from observed gravity values.
 JU0691
 JU0691;                    North         East    Units  Estimated Accuracy
 JU0691;SPC NJ       -   125,970.      101,160.      MT  (+/- 180 meters Scaled)
 JU0691
 JU0691                          SUPERSEDED SURVEY CONTROL
 JU0691
 JU0691  NGVD 29 (01/10/92)    7.655  (m)           25.11   (f) ADJUSTED    1 1
 JU0691
 JU0691.Superseded values are not recommended for survey control.
 JU0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0691.See file dsdata.txt to determine how the superseded data were derived.
 JU0691
 JU0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK938240(NAD 83)
 JU0691_MARKER: DB = BENCH MARK DISK
 JU0691_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0691_SP_SET: CONCRETE BASE
 JU0691_STAMPING: T 63 1963
 JU0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0691
 JU0691  HISTORY     - Date     Condition        Report By
 JU0691  HISTORY     - 1963     MONUMENTED       CGS
 JU0691  HISTORY     - 1964     GOOD             CGS
 JU0691  HISTORY     - 1979     GOOD             NGS
 JU0691  HISTORY     - 19941120 GOOD             USPSQD
 JU0691
 JU0691                          STATION DESCRIPTION
 JU0691
 JU0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0691'1 MI SW FROM DELAIR.
 JU0691'0.95 MILE SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU0691'STATION AT DELAIR, AT THE FIRST STEEL LIGHT POLE SOUTHWEST OF THE
 JU0691'DEAD END OF 49TH STREET, SET ON TOP OF THE NORTHWEST SIDE OF THE
 JU0691'CONCRETE BASE SUPPORTING POLE, 7 FEET SOUTHEAST OF SOUTHEAST RAIL,
 JU0691'AND ABOUT 1/2 FOOT BELOW LEVEL OF TRACK.
 JU0691
 JU0691                          STATION RECOVERY (1979)
 JU0691
 JU0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0691'RECOVERED IN GOOD CONDITION.
 JU0691
 JU0691                          STATION RECOVERY (1994)
 JU0691
 JU0691'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0528 ***********************************************************************
 JU0528  DESIGNATION -  T 64 RESET
 JU0528  PID         -  JU0528
 JU0528  STATE/COUNTY-  NJ/ATLANTIC
 JU0528  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0528
 JU0528                         *CURRENT SURVEY CONTROL
 JU0528  ___________________________________________________________________
 JU0528* NAD 83(1986)-  39 27 18.     (N)    074 34 10.     (W)     SCALED    
 JU0528* NAVD 88     -        18.682  (meters)      61.29   (feet)  ADJUSTED  
 JU0528  ___________________________________________________________________
 JU0528  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JU0528  DYNAMIC HT  -          18.673 (meters)      61.26  (feet)  COMP
 JU0528  MODELED GRAV-     980,125.0   (mgal)                       NAVD 88
 JU0528
 JU0528  VERT ORDER  -  FIRST     CLASS I
 JU0528
 JU0528.This mark is at Atlantic City Intl Airport (ACY)
 JU0528
 JU0528.The horizontal coordinates were scaled from a topographic map and have
 JU0528.an estimated accuracy of +/- 6 seconds.
 JU0528
 JU0528.The orthometric height was determined by differential leveling
 JU0528.and adjusted by the National Geodetic Survey in June 1991..
 JU0528
 JU0528.The geoid height was determined by GEOID03.
 JU0528
 JU0528.The dynamic height is computed by dividing the NAVD 88
 JU0528.geopotential number by the normal gravity value computed on the
 JU0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0528.degrees latitude (g = 980.6199 gals.).
 JU0528
 JU0528.The modeled gravity was interpolated from observed gravity values.
 JU0528
 JU0528;                    North         East    Units  Estimated Accuracy
 JU0528;SPC NJ       -    69,010.      144,020.      MT  (+/- 180 meters Scaled)
 JU0528
 JU0528                          SUPERSEDED SURVEY CONTROL
 JU0528
 JU0528  NGVD 29 (??/??/??)   19.062  (m)           62.54   (f) ADJUSTED    1 1
 JU0528
 JU0528.Superseded values are not recommended for survey control.
 JU0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0528.See file dsdata.txt to determine how the superseded data were derived.
 JU0528
 JU0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ370673(NAD 83)
 JU0528_MARKER: DB = BENCH MARK DISK
 JU0528_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU0528_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JU0528_STAMPING: T 64 RESET 1964
 JU0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0528
 JU0528  HISTORY     - Date     Condition        Report By
 JU0528  HISTORY     - 1964     MONUMENTED       CGS
 JU0528  HISTORY     - 1981     GOOD             USGS
 JU0528  HISTORY     - 19950228 MARK NOT FOUND   NGS
 JU0528
 JU0528                          STATION DESCRIPTION
 JU0528
 JU0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0528'1.6 MI SW FROM POMANA.
 JU0528'AT THE NATIONAL AVIATION FACILITIES EXPERIMENTAL CENTER, NEAR
 JU0528'THE SOUTHEAST END OF THE NORTHWEST-SOUTHEAST RUNWAY (RUNWAY NO.
 JU0528'13-31,) AT A SHARP TURN IN TAXI STRIP B, 105 YARDS SOUTHWEST
 JU0528'OF THE SOUTHWEST EDGE OF THE RUNWAY, 50 FEET NORTHEAST OF THE
 JU0528'NORTHEAST EDGE OF TAXI STRIP B, 50 FEET NORTHWEST OF THE NORTHWEST
 JU0528'EDGE OF TAXI STRIP B, 74 YARDS SOUTH OF A SMALL WIND SOCK, AND
 JU0528'IS A DISK WELDED ON THE TOP OF A 2 1/2 INCH PIPE PROJECTING 1
 JU0528'INCH ABOVE THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE TAXI
 JU0528'STRIP.
 JU0528
 JU0528                          STATION RECOVERY (1981)
 JU0528
 JU0528'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 JU0528'RECOVERED IN GOOD CONDITION.
 JU0528
 JU0528                          STATION RECOVERY (1995)
 JU0528
 JU0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 JU0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0341 ***********************************************************************
 JU0341  DESIGNATION -  T 65
 JU0341  PID         -  JU0341
 JU0341  STATE/COUNTY-  NJ/ATLANTIC
 JU0341  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0341
 JU0341                         *CURRENT SURVEY CONTROL
 JU0341  ___________________________________________________________________
 JU0341* NAD 83(1986)-  39 25 19.     (N)    074 30 30.     (W)     SCALED    
 JU0341* NAVD 88     -         2.231  (meters)       7.32   (feet)  ADJUSTED  
 JU0341  ___________________________________________________________________
 JU0341  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JU0341  DYNAMIC HT  -           2.230 (meters)       7.32  (feet)  COMP
 JU0341  MODELED GRAV-     980,119.5   (mgal)                       NAVD 88
 JU0341
 JU0341  VERT ORDER  -  FIRST     CLASS I
 JU0341
 JU0341.The horizontal coordinates were scaled from a topographic map and have
 JU0341.an estimated accuracy of +/- 6 seconds.
 JU0341
 JU0341.The orthometric height was determined by differential leveling
 JU0341.and adjusted by the National Geodetic Survey in June 1991..
 JU0341
 JU0341.The geoid height was determined by GEOID03.
 JU0341
 JU0341.The dynamic height is computed by dividing the NAVD 88
 JU0341.geopotential number by the normal gravity value computed on the
 JU0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0341.degrees latitude (g = 980.6199 gals.).
 JU0341
 JU0341.The modeled gravity was interpolated from observed gravity values.
 JU0341
 JU0341;                    North         East    Units  Estimated Accuracy
 JU0341;SPC NJ       -    65,340.      149,280.      MT  (+/- 180 meters Scaled)
 JU0341
 JU0341                          SUPERSEDED SURVEY CONTROL
 JU0341
 JU0341  NGVD 29 (04/16/92)    2.622  (m)            8.60   (f) ADJUSTED    1 1
 JU0341
 JU0341.Superseded values are not recommended for survey control.
 JU0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0341.See file dsdata.txt to determine how the superseded data were derived.
 JU0341
 JU0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ423637(NAD 83)
 JU0341_MARKER: DB = BENCH MARK DISK
 JU0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0341_SP_SET: BRIDGE
 JU0341_STAMPING: T 65 1964
 JU0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0341
 JU0341  HISTORY     - Date     Condition        Report By
 JU0341  HISTORY     - 1964     MONUMENTED       CGS
 JU0341  HISTORY     - 1979     GOOD             NGS
 JU0341  HISTORY     - 1983     GOOD             LOCSUR
 JU0341
 JU0341                          STATION DESCRIPTION
 JU0341
 JU0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0341'AT ABSECON.
 JU0341'AT ABSECON, ABOUT 0.45 MILE SOUTHWEST ALONG U.S. HIGHWAY 9 FROM
 JU0341'THE JUNCTION OF U.S. HIGHWAY 9 AND U.S. HIGHWAY 30, SET IN THE
 JU0341'TOP OF THE SOUTHWEST CONCRETE ABUTMENT AT THE SOUTHEAST END
 JU0341'OF A 54 FOOT BRIDGE OVER ABSECON CREEK, 30 FEET SOUTHEAST OF THE
 JU0341'CENTER LINE OF THE HIGHWAY AND ABOUT 1.0 FOOT ABOVE THE LEVEL
 JU0341'OF THE BRIDGE FLOOR.
 JU0341
 JU0341                          STATION RECOVERY (1979)
 JU0341
 JU0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0341'RECOVERED IN GOOD CONDITION.
 JU0341
 JU0341                          STATION RECOVERY (1983)
 JU0341
 JU0341'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JU0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0132 ***********************************************************************
 JU0132  DESIGNATION -  T 66
 JU0132  PID         -  JU0132
 JU0132  STATE/COUNTY-  NJ/OCEAN
 JU0132  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0132
 JU0132                         *CURRENT SURVEY CONTROL
 JU0132  ___________________________________________________________________
 JU0132* NAD 83(1986)-  39 41 01.     (N)    074 13 59.     (W)     SCALED    
 JU0132* NAVD 88     -         1.404  (meters)       4.61   (feet)  ADJUSTED  
 JU0132  ___________________________________________________________________
 JU0132  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JU0132  DYNAMIC HT  -           1.403 (meters)       4.60  (feet)  COMP
 JU0132  MODELED GRAV-     980,160.0   (mgal)                       NAVD 88
 JU0132
 JU0132  VERT ORDER  -  FIRST     CLASS I
 JU0132
 JU0132.The horizontal coordinates were scaled from a topographic map and have
 JU0132.an estimated accuracy of +/- 6 seconds.
 JU0132
 JU0132.The orthometric height was determined by differential leveling
 JU0132.and adjusted by the National Geodetic Survey in June 1991..
 JU0132
 JU0132.The geoid height was determined by GEOID03.
 JU0132
 JU0132.The dynamic height is computed by dividing the NAVD 88
 JU0132.geopotential number by the normal gravity value computed on the
 JU0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0132.degrees latitude (g = 980.6199 gals.).
 JU0132
 JU0132.The modeled gravity was interpolated from observed gravity values.
 JU0132
 JU0132;                    North         East    Units  Estimated Accuracy
 JU0132;SPC NJ       -    94,420.      172,900.      MT  (+/- 180 meters Scaled)
 JU0132
 JU0132                          SUPERSEDED SURVEY CONTROL
 JU0132
 JU0132  NGVD 29 (01/10/92)    1.787  (m)            5.86   (f) ADJUSTED    1 1
 JU0132
 JU0132.Superseded values are not recommended for survey control.
 JU0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0132.See file dsdata.txt to determine how the superseded data were derived.
 JU0132
 JU0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ657929(NAD 83)
 JU0132_MARKER: DB = BENCH MARK DISK
 JU0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0132_STAMPING: T 66 1964
 JU0132_MARK LOGO: CGS   
 JU0132_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0132+STABILITY: SURFACE MOTION
 JU0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0132+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1995
 JU0132
 JU0132  HISTORY     - Date     Condition        Report By
 JU0132  HISTORY     - 1964     MONUMENTED       CGS
 JU0132  HISTORY     - 1979     GOOD             NGS
 JU0132  HISTORY     - 1987     GOOD             USPSQD
 JU0132  HISTORY     - 19950201 GOOD             NJGS
 JU0132  HISTORY     - 20011121 GOOD             GRAGEL
 JU0132
 JU0132                          STATION DESCRIPTION
 JU0132
 JU0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0132'1.8 MI SE FROM MANAHAWKIN.
 JU0132'ABOUT 1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE
 JU0132'INTERSECTION OF U.S. HIGHWAY 9 AT MANAHAWKIN, NEAR THE JUNCTION
 JU0132'OF CEDAR STREET LEADING SOUTHWEST, 0.1 MILE NORTHWEST OF THE
 JU0132'JUNCTION OF HILLARD BOULEVARD (BY-PASS) LEADING NORTHEAST, ALONG
 JU0132'THE SOUTHWEST EDGE OF A WOODED AREA, 39.0 FEET NORTHEAST OF THE
 JU0132'CENTER LINE OF THE HIGHWAY, 55 FEET SOUTHEAST OF THE EXTENDED
 JU0132'CENTER LINE OF CEDAR STREET, 20.0 FEET NORTH OF CABLE LINE POLE
 JU0132'641 1/2, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 JU0132'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU0132'0.3 FOOT.
 JU0132
 JU0132                          STATION RECOVERY (1979)
 JU0132
 JU0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0132'THE MARK IS 1.0 FT  SE FROM A WITNESS POST.
 JU0132
 JU0132                          STATION RECOVERY (1987)
 JU0132
 JU0132'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0132'RECOVERED IN GOOD CONDITION.
 JU0132
 JU0132                          STATION RECOVERY (1995)
 JU0132
 JU0132'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0132'RECOVERED AS DESCRIBED.
 JU0132
 JU0132                          STATION RECOVERY (2001)
 JU0132
 JU0132'RECOVERY NOTE BY GRAVATT GELLER AND ASSOCIATES 2001 (RWS)
 JU0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0079 ***********************************************************************
 JU0079  DESIGNATION -  T 67
 JU0079  PID         -  JU0079
 JU0079  STATE/COUNTY-  NJ/OCEAN
 JU0079  USGS QUAD   -  WEST CREEK (1972)
 JU0079
 JU0079                         *CURRENT SURVEY CONTROL
 JU0079  ___________________________________________________________________
 JU0079* NAD 83(1986)-  39 42 06.     (N)    074 15 21.     (W)     SCALED    
 JU0079* NAVD 88     -        10.344  (meters)      33.94   (feet)  ADJUSTED  
 JU0079  ___________________________________________________________________
 JU0079  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JU0079  DYNAMIC HT  -          10.339 (meters)      33.92  (feet)  COMP
 JU0079  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 JU0079
 JU0079  VERT ORDER  -  FIRST     CLASS I
 JU0079
 JU0079.The horizontal coordinates were scaled from a topographic map and have
 JU0079.an estimated accuracy of +/- 6 seconds.
 JU0079
 JU0079.The orthometric height was determined by differential leveling
 JU0079.and adjusted by the National Geodetic Survey in June 1991..
 JU0079
 JU0079.The geoid height was determined by GEOID03.
 JU0079
 JU0079.The dynamic height is computed by dividing the NAVD 88
 JU0079.geopotential number by the normal gravity value computed on the
 JU0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0079.degrees latitude (g = 980.6199 gals.).
 JU0079
 JU0079.The modeled gravity was interpolated from observed gravity values.
 JU0079
 JU0079;                    North         East    Units  Estimated Accuracy
 JU0079;SPC NJ       -    96,420.      170,940.      MT  (+/- 180 meters Scaled)
 JU0079
 JU0079                          SUPERSEDED SURVEY CONTROL
 JU0079
 JU0079  NGVD 29 (04/16/92)   10.723  (m)           35.18   (f) ADJUSTED    1 1
 JU0079
 JU0079.Superseded values are not recommended for survey control.
 JU0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0079.See file dsdata.txt to determine how the superseded data were derived.
 JU0079
 JU0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ637949(NAD 83)
 JU0079_MARKER: DB = BENCH MARK DISK
 JU0079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0079_SP_SET: SCHOOL BUILDING
 JU0079_STAMPING: T 67 1964
 JU0079_MARK LOGO: CGS   
 JU0079_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0079+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2006
 JU0079
 JU0079  HISTORY     - Date     Condition        Report By
 JU0079  HISTORY     - 1964     MONUMENTED       CGS
 JU0079  HISTORY     - 1979     GOOD             NGS
 JU0079  HISTORY     - 1987     GOOD             USPSQD
 JU0079  HISTORY     - 1987     GOOD             USPSQD
 JU0079  HISTORY     - 19940721 GOOD             USPSQD
 JU0079  HISTORY     - 19950201 GOOD             NJGS
 JU0079  HISTORY     - 20060616 GOOD             GEOCAC
 JU0079
 JU0079                          STATION DESCRIPTION
 JU0079
 JU0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0079'0.4 MI NE FROM MANAHAWKIN.
 JU0079'ABOUT 0.45 MILE NORTHEAST ALONG U.S. HIGHWAY 9 FROM THE
 JU0079'INTERSECTION OF STATE HIGHWAY 72 AT MANAHAWKIN, SET VERTICALLY
 JU0079'IN THE SOUTHEAST FACE OF THE BRICK WALL OF THE STAFFORD
 JU0079'ELEMENTARY SCHOOL, 95.5 FEET SOUTHWEST OF THE EAST CORNER OF
 JU0079'THE BUILDING, 1.4 FEET SOUTHWEST OF THE EAST CORNER OF THE
 JU0079'BUILDING, 155.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JU0079'52 FEET NORTHEAST OF THE CENTER LINE OF SIDEWALK THAT LEADS TO
 JU0079'THE MAIN ENTRANCE OF THE BUILDING, 1.8 FEET ABOVE THE LEVEL
 JU0079'OF THE GROUND AND ABOUT 1.0 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 JU0079
 JU0079                          STATION RECOVERY (1979)
 JU0079
 JU0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0079'NOTE--SCHOOL HAS BEEN ADDED ON TO BUT MARK WAS UNHARMED.
 JU0079
 JU0079                          STATION RECOVERY (1987)
 JU0079
 JU0079'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0079'RECOVERED IN GOOD CONDITION.
 JU0079
 JU0079                          STATION RECOVERY (1987)
 JU0079
 JU0079'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0079'RECOVERED IN GOOD CONDITION.
 JU0079
 JU0079                          STATION RECOVERY (1994)
 JU0079
 JU0079'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0079'RECOVERED IN GOOD CONDITION.
 JU0079
 JU0079                          STATION RECOVERY (1995)
 JU0079
 JU0079'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0079'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  STATE HIGHWAY 72 IS
 JU0079'NOW KNOWN AS STATE HIGHWAY 180.
 JU0079
 JU0079                          STATION RECOVERY (2006)
 JU0079
 JU0079'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0079'THE SCHOOL IS NOW NAMED THE OXYCOCUS ELEMENTARY SCHOOL, AND IS LOCATED
 JU0079'ON THE NORTHWEST SIDE OF US HIGHWAY 9 ABOUT 0.45 MILES NORTHEAST OF
 JU0079'THE INTERSECTION WITH STATE HIGHWAY 72. HANDHELD COORDINATES ARE
 JU0079'N39-42-06.84 W074-15-22.14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0815 ***********************************************************************
 KV0815  DESIGNATION -  T 69
 KV0815  PID         -  KV0815
 KV0815  STATE/COUNTY-  NJ/MONMOUTH
 KV0815  USGS QUAD   -  ASBURY PARK (1989)
 KV0815
 KV0815                         *CURRENT SURVEY CONTROL
 KV0815  ___________________________________________________________________
 KV0815* NAD 83(1986)-  40 10 12.     (N)    074 01 54.     (W)     SCALED    
 KV0815* NAVD 88     -         7.069  (meters)      23.19   (feet)  ADJUSTED  
 KV0815  ___________________________________________________________________
 KV0815  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV0815  DYNAMIC HT  -           7.066 (meters)      23.18  (feet)  COMP
 KV0815  MODELED GRAV-     980,165.2   (mgal)                       NAVD 88
 KV0815
 KV0815  VERT ORDER  -  FIRST     CLASS I
 KV0815
 KV0815.The horizontal coordinates were scaled from a topographic map and have
 KV0815.an estimated accuracy of +/- 6 seconds.
 KV0815
 KV0815.The orthometric height was determined by differential leveling
 KV0815.and adjusted by the National Geodetic Survey in June 1991..
 KV0815.WARNING-Repeat measurements at this control monument indicate possible
 KV0815.vertical movement.
 KV0815
 KV0815.The geoid height was determined by GEOID03.
 KV0815
 KV0815.The dynamic height is computed by dividing the NAVD 88
 KV0815.geopotential number by the normal gravity value computed on the
 KV0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0815.degrees latitude (g = 980.6199 gals.).
 KV0815
 KV0815.The modeled gravity was interpolated from observed gravity values.
 KV0815
 KV0815;                    North         East    Units  Estimated Accuracy
 KV0815;SPC NJ       -   148,490.      189,890.      MT  (+/- 180 meters Scaled)
 KV0815
 KV0815                          SUPERSEDED SURVEY CONTROL
 KV0815
 KV0815  NGVD 29 (04/16/92)    7.399  (m)           24.27   (f) ADJUSTED    1 1
 KV0815
 KV0815.Superseded values are not recommended for survey control.
 KV0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0815.See file dsdata.txt to determine how the superseded data were derived.
 KV0815
 KV0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK824470(NAD 83)
 KV0815_MARKER: DB = BENCH MARK DISK
 KV0815_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0815_SP_SET: BUILDING
 KV0815_STAMPING: T 69 1964
 KV0815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0815
 KV0815  HISTORY     - Date     Condition        Report By
 KV0815  HISTORY     - 1964     MONUMENTED       CGS
 KV0815  HISTORY     - 1968     GOOD             LOCSUR
 KV0815  HISTORY     - 1979     GOOD             NGS
 KV0815  HISTORY     - 1984     GOOD             USPSQD
 KV0815  HISTORY     - 1987     GOOD             USPSQD
 KV0815  HISTORY     - 19920809 GOOD             USPSQD
 KV0815
 KV0815                          STATION DESCRIPTION
 KV0815
 KV0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0815'0.8 MI S FROM BELMAR.
 KV0815'0.75 MILE SOUTH ALONG THE NEW YORK AND LONG BRANCH RAILROAD FROM
 KV0815'THE STATION AT BELMAR, ABOUT 1.35 MILE NORTH ALONG THE NEW YORK
 KV0815'AND LONG BRANCH RAILROAD FROM THE STATION AT SPRING LAKE, NEAR
 KV0815'THE INTERSECTION OF 18 TH AVENUE, AT SOUTH BELMAR, SET VERTICALLY
 KV0815'IN THE SOUTH BRICK WALL OF THE JERSEY POWER AND LIGHT COMPANY
 KV0815'BUILDING, 189 FEET WEST OF THE WEST RAIL OF THE SOUTH-BOUND TRACK,
 KV0815'74.6 FEET NORTH OF THE NORTH CURB OF 18 TH AVENUE, 1 FOOT EAST
 KV0815'OF THE SOUTHWEST CORNER OF THE BUILDING AND 1 FOOT ABOVE THE LEVEL
 KV0815'OF THE SIDEWALK.  NOTE-- MARK MAY ALSO BE REACHED BY GOING 1.35
 KV0815'MILES NORTH ALONG THE NEW YORK AND LONG BRANCH RAILROAD FROM
 KV0815'THE STATION AT SPRING LAKE.
 KV0815
 KV0815                          STATION RECOVERY (1968)
 KV0815
 KV0815'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 KV0815'RECOVERED IN GOOD CONDITION.
 KV0815
 KV0815                          STATION RECOVERY (1979)
 KV0815
 KV0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0815'RECOVERED IN GOOD CONDITION.
 KV0815
 KV0815                          STATION RECOVERY (1984)
 KV0815
 KV0815'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0815'RECOVERED IN GOOD CONDITION.
 KV0815
 KV0815                          STATION RECOVERY (1987)
 KV0815
 KV0815'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWM)
 KV0815'RECOVERED IN GOOD CONDITION.
 KV0815
 KV0815                          STATION RECOVERY (1992)
 KV0815
 KV0815'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0766 ***********************************************************************
 KV0766  DESIGNATION -  T 70
 KV0766  PID         -  KV0766
 KV0766  STATE/COUNTY-  NJ/MONMOUTH
 KV0766  USGS QUAD   -  KEYPORT (1977)
 KV0766
 KV0766                         *CURRENT SURVEY CONTROL
 KV0766  ___________________________________________________________________
 KV0766* NAD 83(1986)-  40 26 34.     (N)    074 13 46.     (W)     SCALED    
 KV0766* NAVD 88     -         4.782  (meters)      15.69   (feet)  ADJUSTED  
 KV0766  ___________________________________________________________________
 KV0766  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV0766  DYNAMIC HT  -           4.780 (meters)      15.68  (feet)  COMP
 KV0766  MODELED GRAV-     980,222.1   (mgal)                       NAVD 88
 KV0766
 KV0766  VERT ORDER  -  FIRST     CLASS II
 KV0766
 KV0766.The horizontal coordinates were scaled from a topographic map and have
 KV0766.an estimated accuracy of +/- 6 seconds.
 KV0766
 KV0766.The orthometric height was determined by differential leveling
 KV0766.and adjusted by the National Geodetic Survey in June 1991..
 KV0766
 KV0766.The geoid height was determined by GEOID03.
 KV0766
 KV0766.The dynamic height is computed by dividing the NAVD 88
 KV0766.geopotential number by the normal gravity value computed on the
 KV0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0766.degrees latitude (g = 980.6199 gals.).
 KV0766
 KV0766.The modeled gravity was interpolated from observed gravity values.
 KV0766
 KV0766;                    North         East    Units  Estimated Accuracy
 KV0766;SPC NJ       -   178,710.      172,950.      MT  (+/- 180 meters Scaled)
 KV0766
 KV0766                          SUPERSEDED SURVEY CONTROL
 KV0766
 KV0766  NGVD 29 (??/??/??)    5.142  (m)           16.87   (f) ADJUSTED    1 2
 KV0766
 KV0766.Superseded values are not recommended for survey control.
 KV0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0766.See file dsdata.txt to determine how the superseded data were derived.
 KV0766
 KV0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK653771(NAD 83)
 KV0766_MARKER: DB = BENCH MARK DISK
 KV0766_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV0766_SP_SET: COPPER-CLAD STEEL ROD
 KV0766_STAMPING: T 70 1964
 KV0766_PROJECTION: PROJECTING 18 CENTIMETERS
 KV0766_MAGNETIC: I = MARKER IS A STEEL ROD
 KV0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0766_ROD/PIPE-DEPTH: 9.8  meters
 KV0766
 KV0766  HISTORY     - Date     Condition        Report By
 KV0766  HISTORY     - 1964     MONUMENTED       CGS
 KV0766  HISTORY     - 1979     MARK NOT FOUND   NGS
 KV0766
 KV0766                          STATION DESCRIPTION
 KV0766
 KV0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0766'0.4 MI NW FROM CLIFFWOOD.
 KV0766'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE
 KV0766'IN CLIFFWOOD, AT THE NORTH CORNER OF PROPERTY OF A RICHARDSON
 KV0766'ROOT BEER DRIVE-IN (PERMISSION WAS GRANTED BY THE OWNER), 118.5
 KV0766'FEET NORTHEAST OF THE NORTH-BOUND LANE OF STATE HIGHWAY 35,
 KV0766'54.5 FEET NORTH OF THE NORTH CORNER OF DRIVE-IN, 26.2 FEET
 KV0766'NORTHEAST OF THE SOUTHWEST CORNER OF WOODEN FENCE, 2.0 FEET SOUTH
 KV0766'OF THE NORTH CORNER OF WOODEN FENCE, ABOUT 1 FOOT ABOVE STATE
 KV0766'HIGHWAY 35 AND IS A DISK ON A COPPER COATED STEEL ROD PROJECTING
 KV0766'ABOUT 6 INCHES AND PROTECTED BY A 8-INCH TILE THAT PROJECTS
 KV0766'ABOUT 7 INCHES.  THE ROD WAS DRIVEN TO 32 FEET TO REFUSAL.
 KV0766
 KV0766                          STATION RECOVERY (1979)
 KV0766
 KV0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0766'CULVERT APPEARS TO BE BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0090 ***********************************************************************
 KV0090  DESIGNATION -  T 71
 KV0090  PID         -  KV0090
 KV0090  STATE/COUNTY-  NJ/ESSEX
 KV0090  USGS QUAD   -  ELIZABETH (1995)
 KV0090
 KV0090                         *CURRENT SURVEY CONTROL
 KV0090  ___________________________________________________________________
 KV0090* NAD 83(1986)-  40 43 24.     (N)    074 10 32.     (W)     SCALED    
 KV0090* NAVD 88     -         5.059  (meters)      16.60   (feet)  ADJUSTED  
 KV0090  ___________________________________________________________________
 KV0090  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KV0090  DYNAMIC HT  -           5.057 (meters)      16.59  (feet)  COMP
 KV0090  MODELED GRAV-     980,220.9   (mgal)                       NAVD 88
 KV0090
 KV0090  VERT ORDER  -  FIRST     CLASS I
 KV0090
 KV0090.The horizontal coordinates were scaled from a topographic map and have
 KV0090.an estimated accuracy of +/- 6 seconds.
 KV0090
 KV0090.The orthometric height was determined by differential leveling
 KV0090.and adjusted by the National Geodetic Survey in June 1991..
 KV0090
 KV0090.The geoid height was determined by GEOID03.
 KV0090
 KV0090.The dynamic height is computed by dividing the NAVD 88
 KV0090.geopotential number by the normal gravity value computed on the
 KV0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0090.degrees latitude (g = 980.6199 gals.).
 KV0090
 KV0090.The modeled gravity was interpolated from observed gravity values.
 KV0090
 KV0090;                    North         East    Units  Estimated Accuracy
 KV0090;SPC NJ       -   209,880.      177,410.      MT  (+/- 180 meters Scaled)
 KV0090
 KV0090                          SUPERSEDED SURVEY CONTROL
 KV0090
 KV0090  NGVD 29 (04/16/92)    5.397  (m)           17.71   (f) ADJUSTED    1 1
 KV0090
 KV0090.Superseded values are not recommended for survey control.
 KV0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0090.See file dsdata.txt to determine how the superseded data were derived.
 KV0090
 KV0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL696083(NAD 83)
 KV0090_MARKER: DB = BENCH MARK DISK
 KV0090_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0090_SP_SET: BRIDGE ABUTMENT
 KV0090_STAMPING: T 71 1965
 KV0090_MARK LOGO: CGS   
 KV0090_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0090+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1996
 KV0090
 KV0090  HISTORY     - Date     Condition        Report By
 KV0090  HISTORY     - 1965     MONUMENTED       CGS
 KV0090  HISTORY     - 1969     GOOD             CGS
 KV0090  HISTORY     - 1979     GOOD             NGS
 KV0090  HISTORY     - 19950625 GOOD             USPSQD
 KV0090  HISTORY     - 19960827 GOOD             NJGS
 KV0090  HISTORY     - 20010405 MARK NOT FOUND   USPSQD
 KV0090
 KV0090                          STATION DESCRIPTION
 KV0090
 KV0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0090'AT NEWARK.
 KV0090'AT NEWARK, NEAR THE INTERSECTION OF MC CARTER HIGHWAY AND SOUTH
 KV0090'STREET, SET VERTICALLY IN THE SOUTHWEST FACE OF THE NORTHEAST
 KV0090'STONE ABUTMENT OF THE PENNSYLVANIA RAILROAD OVERPASS OVER SOUTH
 KV0090'STREET, 91 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE HIGHWAY,
 KV0090'13 FEET NORTHEAST OF THE NORTHEAST CURB OF SOUTH STREET, AND
 KV0090'ABOUT 2.8 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 KV0090
 KV0090                          STATION RECOVERY (1969)
 KV0090
 KV0090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KV0090'RECOVERED IN GOOD CONDITION.
 KV0090
 KV0090                          STATION RECOVERY (1979)
 KV0090
 KV0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0090'RECOVERED IN GOOD CONDITION.
 KV0090
 KV0090                          STATION RECOVERY (1995)
 KV0090
 KV0090'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0090'RECOVERED IN GOOD CONDITION.
 KV0090
 KV0090                          STATION RECOVERY (1996)
 KV0090
 KV0090'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV0090'RECOVERED AS DESCRIBED.
 KV0090
 KV0090                          STATION RECOVERY (2001)
 KV0090
 KV0090'RECOVERY NOTE BY US POWER SQUADRON 2001 (JK)
 KV0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0974 ***********************************************************************
 KV0974  DESIGNATION -  T 73
 KV0974  PID         -  KV0974
 KV0974  STATE/COUNTY-  NJ/MIDDLESEX
 KV0974  USGS QUAD   -  JAMESBURG (1981)
 KV0974
 KV0974                         *CURRENT SURVEY CONTROL
 KV0974  ___________________________________________________________________
 KV0974* NAD 83(1986)-  40 21 19.     (N)    074 26 40.     (W)     SCALED    
 KV0974* NAVD 88     -        20.752  (meters)      68.08   (feet)  ADJUSTED  
 KV0974  ___________________________________________________________________
 KV0974  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KV0974  DYNAMIC HT  -          20.743 (meters)      68.05  (feet)  COMP
 KV0974  MODELED GRAV-     980,197.6   (mgal)                       NAVD 88
 KV0974
 KV0974  VERT ORDER  -  FIRST     CLASS II
 KV0974
 KV0974.The horizontal coordinates were scaled from a topographic map and have
 KV0974.an estimated accuracy of +/- 6 seconds.
 KV0974
 KV0974.The orthometric height was determined by differential leveling
 KV0974.and adjusted by the National Geodetic Survey in June 1991..
 KV0974
 KV0974.The geoid height was determined by GEOID03.
 KV0974
 KV0974.The dynamic height is computed by dividing the NAVD 88
 KV0974.geopotential number by the normal gravity value computed on the
 KV0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0974.degrees latitude (g = 980.6199 gals.).
 KV0974
 KV0974.The modeled gravity was interpolated from observed gravity values.
 KV0974
 KV0974;                    North         East    Units  Estimated Accuracy
 KV0974;SPC NJ       -   168,960.      154,720.      MT  (+/- 180 meters Scaled)
 KV0974
 KV0974                          SUPERSEDED SURVEY CONTROL
 KV0974
 KV0974  NGVD 29 (01/10/92)   21.082  (m)           69.17   (f) ADJUSTED    1 2
 KV0974
 KV0974.Superseded values are not recommended for survey control.
 KV0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0974.See file dsdata.txt to determine how the superseded data were derived.
 KV0974
 KV0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK471673(NAD 83)
 KV0974_MARKER: DB = BENCH MARK DISK
 KV0974_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0974_SP_SET: OVERPASS
 KV0974_STAMPING: T 73 1974
 KV0974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0974
 KV0974  HISTORY     - Date     Condition        Report By
 KV0974  HISTORY     - 1974     MONUMENTED       NGS
 KV0974
 KV0974                          STATION DESCRIPTION
 KV0974
 KV0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV0974'AT JAMESBURG.
 KV0974'AT JAMESBURG, ALONG THE PENN CENTRAL RAILROAD, 1.6 MILES SOUTHWEST
 KV0974'OF HELMETTA, 0.75 MILE NORTHWEST OF THE JAMESBURG POST OFFICE
 KV0974'BUILDING, SET VERTICALLY IN THE SOUTHWEST FACE OF THE NORTHEAST
 KV0974'CONCRETE ABUTMENT OF A RAILROAD OVERPASS OVER GATSMER AVENUE,
 KV0974'44.2 FEET NORTHEAST OF THE CENTER LINE OF THE AVENUE, 46.7 FEET
 KV0974'NORTHWEST OF THE CENTER LINE OF MOTT AVENUE, AND ABOUT 3.8 FEET
 KV0974'ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1071 ***********************************************************************
 KV1071  DESIGNATION -  T 74
 KV1071  PID         -  KV1071
 KV1071  STATE/COUNTY-  NJ/MERCER
 KV1071  USGS QUAD   -  TRENTON EAST (1981)
 KV1071
 KV1071                         *CURRENT SURVEY CONTROL
 KV1071  ___________________________________________________________________
 KV1071* NAD 83(1986)-  40 11 13.     (N)    074 41 17.     (W)     SCALED    
 KV1071* NAVD 88     -         9.278  (meters)      30.44   (feet)  ADJUSTED  
 KV1071  ___________________________________________________________________
 KV1071  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV1071  DYNAMIC HT  -           9.274 (meters)      30.43  (feet)  COMP
 KV1071  MODELED GRAV-     980,192.5   (mgal)                       NAVD 88
 KV1071
 KV1071  VERT ORDER  -  FIRST     CLASS II
 KV1071
 KV1071.The horizontal coordinates were scaled from a topographic map and have
 KV1071.an estimated accuracy of +/- 6 seconds.
 KV1071
 KV1071.The orthometric height was determined by differential leveling
 KV1071.and adjusted by the National Geodetic Survey in June 1991..
 KV1071
 KV1071.The geoid height was determined by GEOID03.
 KV1071
 KV1071.The dynamic height is computed by dividing the NAVD 88
 KV1071.geopotential number by the normal gravity value computed on the
 KV1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1071.degrees latitude (g = 980.6199 gals.).
 KV1071
 KV1071.The modeled gravity was interpolated from observed gravity values.
 KV1071
 KV1071;                    North         East    Units  Estimated Accuracy
 KV1071;SPC NJ       -   150,290.      133,990.      MT  (+/- 180 meters Scaled)
 KV1071
 KV1071                          SUPERSEDED SURVEY CONTROL
 KV1071
 KV1071  NGVD 29 (01/10/92)    9.604  (m)           31.51   (f) ADJUSTED    1 2
 KV1071
 KV1071.Superseded values are not recommended for survey control.
 KV1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1071.See file dsdata.txt to determine how the superseded data were derived.
 KV1071
 KV1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK265485(NAD 83)
 KV1071_MARKER: DB = BENCH MARK DISK
 KV1071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1071_SP_SET: ABUTMENT
 KV1071_STAMPING: T 74 1974
 KV1071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1071
 KV1071  HISTORY     - Date     Condition        Report By
 KV1071  HISTORY     - 1974     MONUMENTED       NGS
 KV1071  HISTORY     - 19940507 MARK NOT FOUND   USPSQD
 KV1071
 KV1071                          STATION DESCRIPTION
 KV1071
 KV1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1071'1.1 MI NW FROM YARDSVILLE.
 KV1071'1.1 MILES NORTHEAST ALONG SOUTH BROAD STREET FROM THE POST OFFICE
 KV1071'AT YARDSVILLE, IN THE VILLAGE OF YARDVILLE HIGHTS, 0.15 MILE
 KV1071'EAST-SOUTHEAST OF THE JUNCTION OF OLDEN AVENUE, ON THE TOP OF
 KV1071'NORTHEAST SIDE OF WALKWAY OVER THE NORTHEAST END OF THE SOUTHEAST
 KV1071'ABUTMENT OF BRIDGE OVER GROOP LAKE, 35 FEET NORTH-NORTHEAST OF
 KV1071'CENTER LINE OF THE STREET AND ABOUT 1/2 FOOT ABOVE THE SURFACE
 KV1071'OF THE STREET.
 KV1071
 KV1071                          STATION RECOVERY (1994)
 KV1071
 KV1071'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6343 ***********************************************************************
 KV6343  DESIGNATION -  T 74 RESET
 KV6343  PID         -  KV6343
 KV6343  STATE/COUNTY-  NJ/MERCER
 KV6343  USGS QUAD   -  TRENTON EAST (1981)
 KV6343
 KV6343                         *CURRENT SURVEY CONTROL
 KV6343  ___________________________________________________________________
 KV6343* NAD 83(1986)-  40 11 14.     (N)    074 41 27.     (W)     SCALED    
 KV6343* NAVD 88     -         9.867  (meters)      32.37   (feet)  ADJUSTED  
 KV6343  ___________________________________________________________________
 KV6343  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV6343  DYNAMIC HT  -           9.862 (meters)      32.36  (feet)  COMP
 KV6343  MODELED GRAV-     980,192.1   (mgal)                       NAVD 88
 KV6343
 KV6343  VERT ORDER  -  FIRST     CLASS II
 KV6343
 KV6343.The horizontal coordinates were scaled from a topographic map and have
 KV6343.an estimated accuracy of +/- 6 seconds.
 KV6343
 KV6343.The orthometric height was determined by differential leveling
 KV6343.and adjusted by the National Geodetic Survey in June 1991..
 KV6343
 KV6343.The geoid height was determined by GEOID03.
 KV6343
 KV6343.The dynamic height is computed by dividing the NAVD 88
 KV6343.geopotential number by the normal gravity value computed on the
 KV6343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6343.degrees latitude (g = 980.6199 gals.).
 KV6343
 KV6343.The modeled gravity was interpolated from observed gravity values.
 KV6343
 KV6343;                    North         East    Units  Estimated Accuracy
 KV6343;SPC NJ       -   150,320.      133,750.      MT  (+/- 180 meters Scaled)
 KV6343
 KV6343                          SUPERSEDED SURVEY CONTROL
 KV6343
 KV6343  NGVD 29 (01/10/92)   10.194  (m)           33.44   (f) ADJUSTED    1 2
 KV6343
 KV6343.Superseded values are not recommended for survey control.
 KV6343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6343.See file dsdata.txt to determine how the superseded data were derived.
 KV6343
 KV6343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK263485(NAD 83)
 KV6343_MARKER: DB = BENCH MARK DISK
 KV6343_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6343_SP_SET: CONCRETE PAD
 KV6343_STAMPING: T 74 RESET 1985
 KV6343_MARK LOGO: NJGS  
 KV6343_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6343+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1989
 KV6343
 KV6343  HISTORY     - Date     Condition        Report By
 KV6343  HISTORY     - 1985     MONUMENTED       NJGS
 KV6343  HISTORY     - 19890710 GOOD             NJGS
 KV6343  HISTORY     - 20010516 MARK NOT FOUND   NJGS
 KV6343
 KV6343                          STATION DESCRIPTION
 KV6343
 KV6343'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1989
 KV6343'IN HAMILTON TOWNSHIP, SET IN THE NORTHEAST CORNER OF THE LAKESIDE
 KV6343'PUMPING STATION BUILDING, ONE STORY BRICK, FOUNDATION PAD, THE
 KV6343'PUMPING STATION IS LOCATED IN THE INTERSTATE ROUTE I195, SOUTH BROAD
 KV6343'STREET, ARENA DRIVE EXIT RAMP COMPLEX, 2.75 M (9.02 FT) NORTH OF THE
 KV6343'NORTHEAST CORNER OF THE PUMP HOUSE, 4.3 M (14.1 FT) NORTHEAST OF THE
 KV6343'NORTHWEST CORNER OF SAME BUILDING, 3.45 M (11.32 FT) EAST OF THE
 KV6343'NORTHWEST CORNER OF THE PAD, 0.25 M (0.82 FT) WEST OF THE NORTHEAST
 KV6343'CORNER OF SAME PAD, 2.3 M (7.5 FT) WEST OF THE EAST SIDE OF A
 KV6343'CHAINLINK FENCE, 5.9 M (19.4 FT) SOUTH OF THE NORTH SIDE OF SAME
 KV6343'FENCE, FLUSH WITH THE CONCRETE.  TO GAIN ACCESS TO LOCKED AREA
 KV6343'CONTACT THE HAMILTON TOWNSHIP SEWER DEPARTMENT LOCATED ON HOBSON
 KV6343'AVENUE, (609) 890-3540.
 KV6343
 KV6343                          STATION RECOVERY (2001)
 KV6343
 KV6343'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 KV6343'THE SLAB CONTAINING THE BENCHMARK HAS BEEN REPLACED WITH A NEW
 KV6343'STRUCTURE.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0930 ***********************************************************************
 JU0930  DESIGNATION -  T 75
 JU0930  PID         -  JU0930
 JU0930  STATE/COUNTY-  NJ/CAMDEN
 JU0930  USGS QUAD   -  CAMDEN (1995)
 JU0930
 JU0930                         *CURRENT SURVEY CONTROL
 JU0930  ___________________________________________________________________
 JU0930* NAD 83(1986)-  39 58 54.     (N)    075 03 31.     (W)     SCALED    
 JU0930* NAVD 88     -        31.326  (meters)     102.78   (feet)  ADJUSTED  
 JU0930  ___________________________________________________________________
 JU0930  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU0930  DYNAMIC HT  -          31.312 (meters)     102.73  (feet)  COMP
 JU0930  MODELED GRAV-     980,187.6   (mgal)                       NAVD 88
 JU0930
 JU0930  VERT ORDER  -  FIRST     CLASS II
 JU0930
 JU0930.The horizontal coordinates were scaled from a topographic map and have
 JU0930.an estimated accuracy of +/- 6 seconds.
 JU0930
 JU0930.The orthometric height was determined by differential leveling
 JU0930.and adjusted by the National Geodetic Survey in June 1991..
 JU0930
 JU0930.The geoid height was determined by GEOID03.
 JU0930
 JU0930.The dynamic height is computed by dividing the NAVD 88
 JU0930.geopotential number by the normal gravity value computed on the
 JU0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0930.degrees latitude (g = 980.6199 gals.).
 JU0930
 JU0930.The modeled gravity was interpolated from observed gravity values.
 JU0930
 JU0930;                    North         East    Units  Estimated Accuracy
 JU0930;SPC NJ       -   127,630.      102,290.      MT  (+/- 180 meters Scaled)
 JU0930
 JU0930                          SUPERSEDED SURVEY CONTROL
 JU0930
 JU0930  NGVD 29 (01/10/92)   31.647  (m)          103.83   (f) ADJUSTED    1 2
 JU0930
 JU0930.Superseded values are not recommended for survey control.
 JU0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0930.See file dsdata.txt to determine how the superseded data were derived.
 JU0930
 JU0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK949257(NAD 83)
 JU0930_MARKER: DB = BENCH MARK DISK
 JU0930_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0930_SP_SET: BRIDGE
 JU0930_STAMPING: T 75 1974
 JU0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0930
 JU0930  HISTORY     - Date     Condition        Report By
 JU0930  HISTORY     - 1974     MONUMENTED       NGS
 JU0930
 JU0930                          STATION DESCRIPTION
 JU0930
 JU0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JU0930'AT PENNSAUKEN.
 JU0930'AT PENNSAUKEN, AT BETSY ROSS (PHILADELPHIA-PENNSAUKEN) BRIDGE
 JU0930'OVER THE DELAWARE RIVER, 0.5 MILE NORTHWEST OF BENCH MARK S 75,
 JU0930'ABOUT 44 YARDS NORTHWEST OF THE THIRD OVERHEAD TRAFFIC LIGHT
 JU0930'GANTRY FROM THE SOUTHEAST END OF THE BRIDGE, IN THE TOP OF THE
 JU0930'BRIDGE DECK OVER DECK TRUSS PIER E 7, 2.6 FEET SOUTHEAST OF
 JU0930'THE CENTER OF A METAL EXPANSION STRIP ACROSS THE BRIDGE, 7.2 FEET
 JU0930'SOUTH OF A LIGHT POLE, 0.3 FOOT SOUTHWEST OF THE NORTHEAST METAL
 JU0930'CURB BARRIER, AND LEVEL WITH THE BRIDGE DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2931 ***********************************************************************
 KV2931  DESIGNATION -  T 77
 KV2931  PID         -  KV2931
 KV2931  STATE/COUNTY-  NJ/HUNTERDON
 KV2931  USGS QUAD   -  CALIFON (1970)
 KV2931
 KV2931                         *CURRENT SURVEY CONTROL
 KV2931  ___________________________________________________________________
 KV2931* NAD 83(1986)-  40 38 39.     (N)    074 48 42.     (W)     SCALED    
 KV2931* NAVD 88     -        66.257  (meters)     217.38   (feet)  ADJUSTED  
 KV2931  ___________________________________________________________________
 KV2931  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KV2931  DYNAMIC HT  -          66.226 (meters)     217.28  (feet)  COMP
 KV2931  MODELED GRAV-     980,170.1   (mgal)                       NAVD 88
 KV2931
 KV2931  VERT ORDER  -  FIRST     CLASS II
 KV2931
 KV2931.The horizontal coordinates were scaled from a topographic map and have
 KV2931.an estimated accuracy of +/- 6 seconds.
 KV2931
 KV2931.The orthometric height was determined by differential leveling
 KV2931.and adjusted by the National Geodetic Survey in June 1991..
 KV2931
 KV2931.The geoid height was determined by GEOID03.
 KV2931
 KV2931.The dynamic height is computed by dividing the NAVD 88
 KV2931.geopotential number by the normal gravity value computed on the
 KV2931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2931.degrees latitude (g = 980.6199 gals.).
 KV2931
 KV2931.The modeled gravity was interpolated from observed gravity values.
 KV2931
 KV2931;                    North         East    Units  Estimated Accuracy
 KV2931;SPC NJ       -   201,080.      123,640.      MT  (+/- 180 meters Scaled)
 KV2931
 KV2931                          SUPERSEDED SURVEY CONTROL
 KV2931
 KV2931  NGVD 29 (01/10/92)   66.505  (m)          218.19   (f) ADJUSTED    1 2
 KV2931
 KV2931.Superseded values are not recommended for survey control.
 KV2931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2931.See file dsdata.txt to determine how the superseded data were derived.
 KV2931
 KV2931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK159992(NAD 83)
 KV2931_MARKER: DB = BENCH MARK DISK
 KV2931_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2931_SP_SET: ABUTMENT
 KV2931_STAMPING: T 77 1978
 KV2931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2931
 KV2931  HISTORY     - Date     Condition        Report By
 KV2931  HISTORY     - 1978     MONUMENTED       NGS
 KV2931  HISTORY     - 19950909 GOOD             USPSQD
 KV2931  HISTORY     - 19981115 GOOD             USPSQD
 KV2931
 KV2931                          STATION DESCRIPTION
 KV2931
 KV2931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2931'1.05 MI EAST FROM LEBANON.
 KV2931'1.0 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT LEBANON,
 KV2931'THENCE 0.05 MILE EAST ALONG STATE HIGHWAY 22, SET IN THE TOP OF THE
 KV2931'SOUTH END OF THE EAST ABUTMENT, AND 32 FEET SOUTH OF THE CENTER OF
 KV2931'THE 2 EAST BOUND LANES OF THE HIGHWAY.
 KV2931
 KV2931                          STATION RECOVERY (1995)
 KV2931
 KV2931'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2931'RECOVERED IN GOOD CONDITION.
 KV2931
 KV2931                          STATION RECOVERY (1998)
 KV2931
 KV2931'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV2931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2285 ***********************************************************************
 JU2285  DESIGNATION -  T 78
 JU2285  PID         -  JU2285
 JU2285  STATE/COUNTY-  NJ/CUMBERLAND
 JU2285  USGS QUAD   -  PORT ELIZABETH (1994)
 JU2285
 JU2285                         *CURRENT SURVEY CONTROL
 JU2285  ___________________________________________________________________
 JU2285* NAD 83(1986)-  39 19 41.     (N)    074 59 45.     (W)     SCALED    
 JU2285* NAVD 88     -         4.285  (meters)      14.06   (feet)  ADJUSTED  
 JU2285  ___________________________________________________________________
 JU2285  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JU2285  DYNAMIC HT  -           4.283 (meters)      14.05  (feet)  COMP
 JU2285  MODELED GRAV-     980,112.6   (mgal)                       NAVD 88
 JU2285
 JU2285  VERT ORDER  -  FIRST     CLASS II
 JU2285
 JU2285.The horizontal coordinates were scaled from a topographic map and have
 JU2285.an estimated accuracy of +/- 6 seconds.
 JU2285
 JU2285.The orthometric height was determined by differential leveling
 JU2285.and adjusted by the National Geodetic Survey in June 1991..
 JU2285
 JU2285.The geoid height was determined by GEOID03.
 JU2285
 JU2285.The dynamic height is computed by dividing the NAVD 88
 JU2285.geopotential number by the normal gravity value computed on the
 JU2285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2285.degrees latitude (g = 980.6199 gals.).
 JU2285
 JU2285.The modeled gravity was interpolated from observed gravity values.
 JU2285
 JU2285;                    North         East    Units  Estimated Accuracy
 JU2285;SPC NJ       -    55,030.      107,250.      MT  (+/- 180 meters Scaled)
 JU2285
 JU2285                          SUPERSEDED SURVEY CONTROL
 JU2285
 JU2285  NGVD 29 (01/10/92)    4.630  (m)           15.19   (f) ADJUSTED    1 2
 JU2285
 JU2285.Superseded values are not recommended for survey control.
 JU2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2285.See file dsdata.txt to determine how the superseded data were derived.
 JU2285
 JU2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ003531(NAD 83)
 JU2285_MARKER: DB = BENCH MARK DISK
 JU2285_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2285_SP_SET: STAINLESS STEEL ROD
 JU2285_STAMPING: T 78 1979
 JU2285_PROJECTION: RECESSED 5 CENTIMETERS
 JU2285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2285_ROD/PIPE-DEPTH: 6.10 meters
 JU2285
 JU2285  HISTORY     - Date     Condition        Report By
 JU2285  HISTORY     - 1979     MONUMENTED       NGS
 JU2285
 JU2285                          STATION DESCRIPTION
 JU2285
 JU2285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2285'5.05 MI SE FROM MILLVILLE.
 JU2285'5.05 MILES SOUTHEAST ALONG STATE ROUTE 47 FROM THE JUNCTION OF STATE
 JU2285'ROUTE 49 IN MILLVILLE, ALSO 1.55 MILES NORTHWEST ALONG STATE ROUTE
 JU2285'47 FROM THE VOLUNTEER FIRE DEPARTMENT IN PORT ELIZABETH, AT THE
 JU2285'JUNCTION OF STATE ROUTE 55 AND THE SOUTH BOUND LANE OF 47, 47.5 FEET
 JU2285'SOUTHWEST OF THE CENTER LINE OF ROUTE 55, 80 FEET SOUTHEAST OF THE
 JU2285'CATCH BASIN NUMBER 65, 2 FEET NORTHWEST OF POWER POLE NUMBER 663,
 JU2285'4 FEET SOUTHWEST OF THE CURB ON THE SOUTHWEST SIDE OF THE SOUTH
 JU2285'BOUND LANE OF ROUTE 47, AND 4 FEET EAST-SOUTHEAST OF THE CENTER
 JU2285'OF A 2 FOOT MAN HOLE COVER.
 JU2285'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 JU2285'THE MARK IS 0.5 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2435 ***********************************************************************
 JU2435  DESIGNATION -  T 79
 JU2435  PID         -  JU2435
 JU2435  STATE/COUNTY-  NJ/BURLINGTON
 JU2435  USGS QUAD   -  NEW GRETNA (1977)
 JU2435
 JU2435                         *CURRENT SURVEY CONTROL
 JU2435  ___________________________________________________________________
 JU2435* NAD 83(1986)-  39 34 58.     (N)    074 27 41.     (W)     SCALED    
 JU2435* NAVD 88     -         2.998  (meters)       9.84   (feet)  ADJUSTED  
 JU2435  ___________________________________________________________________
 JU2435  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JU2435  DYNAMIC HT  -           2.996 (meters)       9.83  (feet)  COMP
 JU2435  MODELED GRAV-     980,153.0   (mgal)                       NAVD 88
 JU2435
 JU2435  VERT ORDER  -  FIRST     CLASS II
 JU2435
 JU2435.The horizontal coordinates were scaled from a topographic map and have
 JU2435.an estimated accuracy of +/- 6 seconds.
 JU2435
 JU2435.The orthometric height was determined by differential leveling
 JU2435.and adjusted by the National Geodetic Survey in June 1991..
 JU2435
 JU2435.The geoid height was determined by GEOID03.
 JU2435
 JU2435.The dynamic height is computed by dividing the NAVD 88
 JU2435.geopotential number by the normal gravity value computed on the
 JU2435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2435.degrees latitude (g = 980.6199 gals.).
 JU2435
 JU2435.The modeled gravity was interpolated from observed gravity values.
 JU2435
 JU2435;                    North         East    Units  Estimated Accuracy
 JU2435;SPC NJ       -    83,200.      153,320.      MT  (+/- 180 meters Scaled)
 JU2435
 JU2435                          SUPERSEDED SURVEY CONTROL
 JU2435
 JU2435  NGVD 29 (01/10/92)    3.384  (m)           11.10   (f) ADJUSTED    1 2
 JU2435
 JU2435.Superseded values are not recommended for survey control.
 JU2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2435.See file dsdata.txt to determine how the superseded data were derived.
 JU2435
 JU2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ462815(NAD 83)
 JU2435_MARKER: DV = VERTICAL CONTROL DISK
 JU2435_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2435_SP_SET: STAINLESS STEEL ROD
 JU2435_STAMPING: T 79 1979
 JU2435_MARK LOGO: NGS   
 JU2435_PROJECTION: RECESSED 5 CENTIMETERS
 JU2435_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2435+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1995
 JU2435_ROD/PIPE-DEPTH: 9.14 meters
 JU2435
 JU2435  HISTORY     - Date     Condition        Report By
 JU2435  HISTORY     - 1979     MONUMENTED       NGS
 JU2435  HISTORY     - 19950316 GOOD             NJGS
 JU2435
 JU2435                          STATION DESCRIPTION
 JU2435
 JU2435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2435'0.95 MI SW FROM NEW GRETNA.
 JU2435'0.95 MILE SOUTHWEST ALONG U.S. ROUTE 9 FROM THE POST OFFICE IN
 JU2435'NEW GRETNA, AT THE Y JUNCTION OF OLD HIGHWAY 9, 49 FEET SOUTHWEST
 JU2435'OF THE CENTERLINE OF THE HIGHWAY, 22 FEET EAST-NORTHEAST OF THE
 JU2435'CENTER OF THE OLD HIGHWAY, 32 FEET NORTHWEST OF THE CENTER OF A
 JU2435'SHORT PAVED ROAD CONNECTING THE TWO HIGHWAYS, 5.3 FEET SOUTHEAST OF
 JU2435'POWER POLE NUMBER P 5721 WITH ONE GUY WIRE.
 JU2435'THE MARK IS ABOVE LEVEL WITH OLD HIGHWAY 9.
 JU2435
 JU2435                          STATION RECOVERY (1995)
 JU2435
 JU2435'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU2435'THE STATION IS LOCATED IN BASS RIVER TOWNSHIP ON THE WEST SIDE OF U.S.
 JU2435'HIGHWAY 9 AT THE WYE JUNCTION WITH OLD ATLANTIC ROAD, OLD U.S. HIGHWAY
 JU2435'9.  TO REACH THE STATION FROM THE U.S.  HIGHWAY 9 BRIDGE OVER BASS
 JU2435'RIVER, GO SOUTH ON U.S.  HIGHWAY 9 FOR 1.6 MI (2.6 KM) TO THE STATION
 JU2435'ON THE RIGHT, SET ABOUT 2 INCHES BELOW THE GROUND IN A PLASTIC PIPE
 JU2435'SET FLUSH WITH THE GROUND.  THE STATION IS 5 FT (1.5 M) SOUTHEAST FROM
 JU2435'POLE NUMBER P 5721, 22 FT (6.7 M) EAST FROM THE CENTERLINE OF OLD U.S.
 JU2435'HIGHWAY 9, 49 FT (14.9 M) WEST FROM THE CENTERLINE OF U.S.  HIGHWAY 9,
 JU2435'16.5 FT (5.0 M) NORTHWEST FROM A YELLOW TRAFFIC SIGN FOR NO OUTLET, 33
 JU2435'FT (10.1 M) NORTH FROM THE CENTELINE OF THE CONNECTOR ROAD BETWEEN
 JU2435'U.S.  HIGHWAY 9 AND OLD U.S. HIGHWAY 9 AND 50.5 FT (15.4 M) NORTHWEST
 JU2435'FROM A STOP SIGN ON THE SOUTH SIDE OF THE CONNECTOR ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0463 ***********************************************************************
 JU0463  DESIGNATION -  T 8
 JU0463  PID         -  JU0463
 JU0463  STATE/COUNTY-  NJ/CAPE MAY
 JU0463  USGS QUAD   -  HEISLERVILLE (1977)
 JU0463
 JU0463                         *CURRENT SURVEY CONTROL
 JU0463  ___________________________________________________________________
 JU0463* NAD 83(1986)-  39 12 15.     (N)    074 52 46.     (W)     SCALED    
 JU0463* NAVD 88     -         4.224  (meters)      13.86   (feet)  ADJUSTED  
 JU0463  ___________________________________________________________________
 JU0463  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 JU0463  DYNAMIC HT  -           4.222 (meters)      13.85  (feet)  COMP
 JU0463  MODELED GRAV-     980,088.0   (mgal)                       NAVD 88
 JU0463
 JU0463  VERT ORDER  -  FIRST     CLASS II
 JU0463
 JU0463.The horizontal coordinates were scaled from a topographic map and have
 JU0463.an estimated accuracy of +/- 6 seconds.
 JU0463
 JU0463.The orthometric height was determined by differential leveling
 JU0463.and adjusted by the National Geodetic Survey in June 1991..
 JU0463
 JU0463.The geoid height was determined by GEOID03.
 JU0463
 JU0463.The dynamic height is computed by dividing the NAVD 88
 JU0463.geopotential number by the normal gravity value computed on the
 JU0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0463.degrees latitude (g = 980.6199 gals.).
 JU0463
 JU0463.The modeled gravity was interpolated from observed gravity values.
 JU0463
 JU0463;                    North         East    Units  Estimated Accuracy
 JU0463;SPC NJ       -    41,230.      117,230.      MT  (+/- 180 meters Scaled)
 JU0463
 JU0463                          SUPERSEDED SURVEY CONTROL
 JU0463
 JU0463  NGVD 29 (01/10/92)    4.599  (m)           15.09   (f) ADJUSTED    1 2
 JU0463
 JU0463.Superseded values are not recommended for survey control.
 JU0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0463.See file dsdata.txt to determine how the superseded data were derived.
 JU0463
 JU0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ104394(NAD 83)
 JU0463_MARKER: DB = BENCH MARK DISK
 JU0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0463_STAMPING: 15.118 T 8 1930
 JU0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0463+STABILITY: SURFACE MOTION
 JU0463
 JU0463  HISTORY     - Date     Condition        Report By
 JU0463  HISTORY     - 1930     MONUMENTED       CGS
 JU0463  HISTORY     - 1934     GOOD             CGS
 JU0463  HISTORY     - 1979     GOOD             NGS
 JU0463
 JU0463                          STATION DESCRIPTION
 JU0463
 JU0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0463'3.2 MI W FROM DENNISVILLE.
 JU0463'3.2 MILES WEST ALONG STATE HIGHWAY 47 FROM DENNISVILLE, CAPE MAY
 JU0463'COUNTY, ON PROPERTY BELONGING IN 1934 TO CHARLES CHRISTIAN OF
 JU0463'CAPE MAY, 86.2 FEET NORTHWEST OF POLE 2767, 62.2 FEET NORTHEAST
 JU0463'OF POLE 2766, 35 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 JU0463'OPPOSITE CONCRETE ROADBLOCK 1094, AND 23 FEET NORTHEAST OF THE
 JU0463'THIRD CEDAR TREE OF A LINE OF FOUR CEDAR TREES PARALLELING THE
 JU0463'HIGHWAY.  A STANDARD DISK, STAMPED 15.118 T 8 1930 AND SET IN
 JU0463'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 JU0463
 JU0463                          STATION RECOVERY (1934)
 JU0463
 JU0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JU0463'RECOVERED IN GOOD CONDITION.
 JU0463
 JU0463                          STATION RECOVERY (1979)
 JU0463
 JU0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0463'0.8 MILE WEST OF THE Y-JUNCTION OF EAST CREEK MILL ROAD, 73.3 FEET
 JU0463'SOUTH OF THE SOUTHWEST CORNER OF THE RANCH STYLE HOME OF MR L. R.
 JU0463'CHRISTIAN, 20.6 FEET NORTHWEST OF POWER POLE W 22515.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3504 ***********************************************************************
 KV3504  DESIGNATION -  T 80
 KV3504  PID         -  KV3504
 KV3504  STATE/COUNTY-  NJ/MONMOUTH
 KV3504  USGS QUAD   -  POINT PLEASANT (1989)
 KV3504
 KV3504                         *CURRENT SURVEY CONTROL
 KV3504  ___________________________________________________________________
 KV3504* NAD 83(1986)-  40 07 12.     (N)    074 02 00.     (W)     SCALED    
 KV3504* NAVD 88     -         1.654  (meters)       5.43   (feet)  ADJUSTED  
 KV3504  ___________________________________________________________________
 KV3504  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KV3504  DYNAMIC HT  -           1.653 (meters)       5.42  (feet)  COMP
 KV3504  MODELED GRAV-     980,157.5   (mgal)                       NAVD 88
 KV3504
 KV3504  VERT ORDER  -  FIRST     CLASS II
 KV3504
 KV3504.The horizontal coordinates were scaled from a topographic map and have
 KV3504.an estimated accuracy of +/- 6 seconds.
 KV3504
 KV3504.The orthometric height was determined by differential leveling
 KV3504.and adjusted by the National Geodetic Survey in June 1991..
 KV3504
 KV3504.The geoid height was determined by GEOID03.
 KV3504
 KV3504.The dynamic height is computed by dividing the NAVD 88
 KV3504.geopotential number by the normal gravity value computed on the
 KV3504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3504.degrees latitude (g = 980.6199 gals.).
 KV3504
 KV3504.The modeled gravity was interpolated from observed gravity values.
 KV3504
 KV3504;                    North         East    Units  Estimated Accuracy
 KV3504;SPC NJ       -   142,940.      189,780.      MT  (+/- 180 meters Scaled)
 KV3504
 KV3504                          SUPERSEDED SURVEY CONTROL
 KV3504
 KV3504  NGVD 29 (01/10/92)    1.985  (m)            6.51   (f) ADJUSTED    1 2
 KV3504
 KV3504.Superseded values are not recommended for survey control.
 KV3504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3504.See file dsdata.txt to determine how the superseded data were derived.
 KV3504
 KV3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK823415(NAD 83)
 KV3504_MARKER: DB = BENCH MARK DISK
 KV3504_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3504_SP_SET: STAINLESS STEEL ROD
 KV3504_STAMPING: T 80 1979
 KV3504_PROJECTION: RECESSED 5 CENTIMETERS
 KV3504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3504+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2001
 KV3504_ROD/PIPE-DEPTH: 6.10 meters
 KV3504
 KV3504  HISTORY     - Date     Condition        Report By
 KV3504  HISTORY     - 1979     MONUMENTED       NGS
 KV3504  HISTORY     - 19920729 MARK NOT FOUND   USPSQD
 KV3504  HISTORY     - 20010417 GOOD             NJGS
 KV3504
 KV3504                          STATION DESCRIPTION
 KV3504
 KV3504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3504'IN SEA GIRT.
 KV3504'IN SEA GIRT, AT THE NATIONAL GUARD TRAINING CAMP, 0.9 MILE SOUTHEAST
 KV3504'ALONG CAMP DRIVE, A WINDING ROAD THROUGH THE CAMP, FROM THE JUNCTION
 KV3504'OF SEA GIRT AVENUE, THENCE 0.05 MILE NORTH ALONG A PAVED ROAD, SET
 KV3504'BESIDE A PICKET FENCE SURROUNDING A USGS OBSERVATION WELL, 220 FEET
 KV3504'NORTHEAST AND ACROSS THE PAVED ROAD FROM POWER POLE NUMBER NG-92
 KV3504'OCT 66, 184 FEET EAST AND ACROSS PAVED ROAD FROM THE NORTHEAST CORNER
 KV3504'OF A CHAIN LINK FENCE SURROUNDING BUILDING 4 D, A ONE STORY CONCRETE
 KV3504'AND BRICK BUILDING, 1 FOOT SOUTH SOUTHEAST OF THE SOUTHWEST CORNER OF
 KV3504'THE PICKETT FENCE, AND 1.5 FEET SOUTH OF THE SOUTHEAST CORNER OF
 KV3504'A LARGE METAL PLATE OVER WELL.
 KV3504'THE MARK IS 1 FT  S FROM A WITNESS POST.
 KV3504
 KV3504                          STATION RECOVERY (1992)
 KV3504
 KV3504'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV3504'MARK NOT FOUND.
 KV3504
 KV3504                          STATION RECOVERY (2001)
 KV3504
 KV3504'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV3504'THE PICKETT FENCE HAS BEEN REMOVED.  THERE ARE NOW 4 BOLLARDS
 KV3504'SURROUNDING THE OBSERVATION WELL.  THE STATION IS NEAR THE SOUTHWEST
 KV3504'CORNER OF THE WELL AND 1 FT SOUTHEAST FROM THE SOUTHWEST BOLLARD. IT
 KV3504'IS 3 FT FROM A WITNESS POST. GPS POSITION IS N40DEGREES 07SECONDS
 KV3504'16.1MINUTES, W074DEGREES 02MINUTES 06,7SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3515 ***********************************************************************
 KV3515  DESIGNATION -  T 81
 KV3515  PID         -  KV3515
 KV3515  STATE/COUNTY-  NJ/MONMOUTH
 KV3515  USGS QUAD   -  KEYPORT (1977)
 KV3515
 KV3515                         *CURRENT SURVEY CONTROL
 KV3515  ___________________________________________________________________
 KV3515* NAD 83(1996)-  40 26 37.68911(N)    074 13 51.22131(W)     ADJUSTED  
 KV3515* NAVD 88     -         3.595  (meters)      11.79   (feet)  ADJUSTED  
 KV3515  ___________________________________________________________________
 KV3515  X           -   1,320,994.934 (meters)                     COMP
 KV3515  Y           -  -4,677,923.442 (meters)                     COMP
 KV3515  Z           -   4,115,594.001 (meters)                     COMP
 KV3515  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 KV3515  ELLIP HEIGHT-         -28.80  (meters)          (10/23/02) GPS OBS
 KV3515  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV3515  DYNAMIC HT  -           3.594 (meters)      11.79  (feet)  COMP
 KV3515  MODELED GRAV-     980,222.1   (mgal)                       NAVD 88
 KV3515
 KV3515  HORZ ORDER  -  FIRST
 KV3515  VERT ORDER  -  FIRST     CLASS II
 KV3515  ELLP ORDER  -  FOURTH    CLASS I
 KV3515
 KV3515.The horizontal coordinates were established by GPS observations
 KV3515.and adjusted by the National Geodetic Survey in May 1999..
 KV3515
 KV3515.The orthometric height was determined by differential leveling
 KV3515.and adjusted by the National Geodetic Survey in June 1991..
 KV3515
 KV3515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV3515
 KV3515.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3515
 KV3515.The ellipsoidal height was determined by GPS observations
 KV3515.and is referenced to NAD 83.
 KV3515
 KV3515.The geoid height was determined by GEOID03.
 KV3515
 KV3515.The dynamic height is computed by dividing the NAVD 88
 KV3515.geopotential number by the normal gravity value computed on the
 KV3515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3515.degrees latitude (g = 980.6199 gals.).
 KV3515
 KV3515.The modeled gravity was interpolated from observed gravity values.
 KV3515
 KV3515;                    North         East     Units Scale Factor Converg.
 KV3515;SPC NJ       -   178,823.602   172,828.200   MT  0.99990641   +0 10 28.5
 KV3515;SPC NJ       -   586,690.43    567,020.52   sFT  0.99990641   +0 10 28.5
 KV3515;UTM  18      - 4,477,300.840   565,223.913   MT  0.99965236   +0 29 56.2
 KV3515
 KV3515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3515!SPC NJ       -   1.00000452  x   0.99990641  =   0.99991093
 KV3515!UTM  18      -   1.00000452  x   0.99965236  =   0.99965688
 KV3515
 KV3515                          SUPERSEDED SURVEY CONTROL
 KV3515
 KV3515  NAD 83(1996)-  40 26 37.68861(N)    074 13 51.22160(W) AD(       ) 1
 KV3515  NAD 83(1992)-  40 26 37.68813(N)    074 13 51.22145(W) AD(       ) 1
 KV3515  ELLIP H (09/14/94)  -28.87   (m)                       GP(       ) 3 1
 KV3515  NAVD 88 (09/14/94)    3.59   (m)           11.8    (f) LEVELING    3  
 KV3515  NGVD 29 (01/10/92)    3.896  (m)           12.78   (f) ADJUSTED    1 2
 KV3515
 KV3515.Superseded values are not recommended for survey control.
 KV3515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3515.See file dsdata.txt to determine how the superseded data were derived.
 KV3515
 KV3515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6522477301(NAD 83)
 KV3515_MARKER: DB = BENCH MARK DISK
 KV3515_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3515_SP_SET: STAINLESS STEEL ROD
 KV3515_STAMPING: T 81 1979
 KV3515_MARK LOGO: NGS   
 KV3515_PROJECTION: RECESSED 5 CENTIMETERS
 KV3515_MAGNETIC: I = MARKER IS A STEEL ROD
 KV3515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3515+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2005
 KV3515_ROD/PIPE-DEPTH: 9.14 meters
 KV3515
 KV3515  HISTORY     - Date     Condition        Report By
 KV3515  HISTORY     - 1979     MONUMENTED       NGS
 KV3515  HISTORY     - 19930809 GOOD             NJGS
 KV3515  HISTORY     - 19940429 GOOD             NJGS
 KV3515  HISTORY     - 20030314 GOOD             NJDEP
 KV3515  HISTORY     - 20030331 GOOD             JCLS
 KV3515  HISTORY     - 20050404 GOOD             JCLS
 KV3515  HISTORY     - 20050405 GOOD             JCLS
 KV3515
 KV3515                          STATION DESCRIPTION
 KV3515
 KV3515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3515'0.55 MI NW FROM CLIFFWOOD.
 KV3515'THE MARK IS 1 FT ABOVE HIGHWAY.
 KV3515'0.55 MILE NORTHWEST ALONG STATE ROUTE 35 FROM THE POST OFFICE IN
 KV3515'CLIFFWOOD TO THE MARK ON THE LEFT, SET BETWEEN POWER POLE JC 211 MNT,
 KV3515'MV 175 W AND ITS GUY WIRE, SOUTHWEST AND ACROSS THE HIGHWAY FROM
 KV3515'THE SHORE FISHERY RESTAURANT, 51.7 FEET EAST OF THE NORTHEAST
 KV3515'I BEAM SUPPORTING A BILL BOARD, 38.5 FEET SOUTHWEST OF THE CENTERLINE
 KV3515'OF ROUTE 35, 8.7 FEET NORTH OF THE BASE OF THE GUY WIRE OF POWER
 KV3515'POLE JC 211 MNT, MV 175 W, 5 FEET SOUTH OF THE POWER POLE.
 KV3515'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 KV3515
 KV3515                          STATION RECOVERY (1993)
 KV3515
 KV3515'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV3515'THE STATION IS LOCATED IN ABERDEEN TOWNSHIP, ON THE SOUTHWEST SIDE OF
 KV3515'THE SOUTHBOUND LANES OF STATE ROUTE 35.  TO REACH THE STATION FROM
 KV3515'THE JUNCTION OF STATE ROUTE 35 AND STATE ROUTE 36, NEAR THE ABERDEEN
 KV3515'EXIT FOR THE GARDEN STATE PARKWAY, GO ABOUT 2.0 MI (3.2 KM) NORTHWEST
 KV3515'ON ROUTE 35 TO THE STATION ON THE LEFT ACROSS THE HIGHWAY, SET IN THE
 KV3515'FRONT LAWN FOR A PUBLIC STORAGE FACILITY, U STORE IT VILLAGE, WHICH
 KV3515'IS OPPOSITE A LARGE RESTAURANT FACILITY, GARDEN MANOR.  THE STATION
 KV3515'IS 2.5 M (8.2 FT) SOUTHWEST OF THE SOUTHWEST CURB OF ROUTE 35, 23.8 M
 KV3515'(78.1 FT) SOUTHEAST OF POLE NUMBER JC 209, 27.6 M (90.6 FT) SOUTHEAST
 KV3515'OF A WELCOME TO ABERDEEN SIGN, 33.6 M (110.2 FT) NORTHWEST OF POLE
 KV3515'NUMBER JC 210, 8.1 M (26.6 FT) EAST OF STATION T 81 RESET, 32.2 M
 KV3515'(105.6 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE ONE STORY STUCCO
 KV3515'STORAGE BUILDING, 0.5 M (1.6 FT) NORTH OF A METAL WITNESS POST, AND
 KV3515'0.5 M (1.6 FT) BELOW THE GROUND IN A PLASTIC CAPPED PIPE.
 KV3515
 KV3515                          STATION RECOVERY (1994)
 KV3515
 KV3515'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 KV3515'THE STATION IS LOCATED IN ABERDEEN TOWNSHIP, ON THE SOUTHWEST SIDE OF
 KV3515'THE SOUTHBOUND LANES OF STATE ROUTE 35.  TO REACH THE STATION FROM THE
 KV3515'JUNCTION OF STATE ROUTE 35 AND STATE ROUTE 36, NEAR THE ABERDEEN EXIT
 KV3515'FOR THE GARDEN STATE PARKWAY, GO ABOUT 2.0 MI (3.2 KM) NORTHWEST ON
 KV3515'ROUTE 35 TO THE STATION ON THE LEFT ACROSS THE HIGHWAY, SET IN THE
 KV3515'FRONT LAWN FOR A PUBLIC STORAGE FACILITY, U STORE IT VILLAGE, WHICH IS
 KV3515'OPPOSITE A LARGE RESTAURANT FACILITY, GARDEN MANOR.  THE STATION IS
 KV3515'2.5 M (8.2 FT) SOUTHWEST OF THE SOUTHWEST CURB OF ROUTE 35, 23.8 M
 KV3515'(78.1 FT) SOUTHEAST OF POLE NUMBER JC 209, 27.6 M (90.6 FT) SOUTHEAST
 KV3515'OF A WELCOME TO ABERDEEN SIGN, 33.6 M (110.2 FT) NORTHWEST OF POLE
 KV3515'NUMBER JC 210, 8.1 M (26.6 FT) EAST OF STATION T 81 RESET, 32.2 M
 KV3515'(105.6 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE ONE STORY STUCCO
 KV3515'STORAGE BUILDING, 0.5 M (1.6 FT) NORTH OF A METAL WITNESS POST, AND
 KV3515'0.5 M (1.6 FT) BELOW THE GROUND IN A PLASTIC CAPPED PIPE.
 KV3515
 KV3515                          STATION RECOVERY (2003)
 KV3515
 KV3515'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2003 (CBT)
 KV3515'RECOVERED IN GOOD CONDITION.
 KV3515
 KV3515                          STATION RECOVERY (2003)
 KV3515
 KV3515'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 KV3515'RECOVERED IN GOOD CONDITION.
 KV3515
 KV3515                          STATION RECOVERY (2005)
 KV3515
 KV3515'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 KV3515'RECOVERED IN GOOD CONDITION.
 KV3515
 KV3515                          STATION RECOVERY (2005)
 KV3515
 KV3515'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 KV3515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2303 ***********************************************************************
 JU2303  DESIGNATION -  T 82
 JU2303  PID         -  JU2303
 JU2303  STATE/COUNTY-  NJ/CUMBERLAND
 JU2303  USGS QUAD   -  HEISLERVILLE (1977)
 JU2303
 JU2303                         *CURRENT SURVEY CONTROL
 JU2303  ___________________________________________________________________
 JU2303* NAD 83(1986)-  39 14 09.     (N)    074 57 58.     (W)     SCALED    
 JU2303* NAVD 88     -         3.950  (meters)      12.96   (feet)  ADJUSTED  
 JU2303  ___________________________________________________________________
 JU2303  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 JU2303  DYNAMIC HT  -           3.948 (meters)      12.95  (feet)  COMP
 JU2303  MODELED GRAV-     980,094.1   (mgal)                       NAVD 88
 JU2303
 JU2303  VERT ORDER  -  FIRST     CLASS II
 JU2303
 JU2303.The horizontal coordinates were scaled from a topographic map and have
 JU2303.an estimated accuracy of +/- 6 seconds.
 JU2303
 JU2303.The orthometric height was determined by differential leveling
 JU2303.and adjusted by the National Geodetic Survey in June 1991..
 JU2303
 JU2303.The geoid height was determined by GEOID03.
 JU2303
 JU2303.The dynamic height is computed by dividing the NAVD 88
 JU2303.geopotential number by the normal gravity value computed on the
 JU2303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2303.degrees latitude (g = 980.6199 gals.).
 JU2303
 JU2303.The modeled gravity was interpolated from observed gravity values.
 JU2303
 JU2303;                    North         East    Units  Estimated Accuracy
 JU2303;SPC NJ       -    44,780.      109,760.      MT  (+/- 180 meters Scaled)
 JU2303
 JU2303                          SUPERSEDED SURVEY CONTROL
 JU2303
 JU2303  NGVD 29 (01/10/92)    4.312  (m)           14.15   (f) ADJUSTED    1 2
 JU2303
 JU2303.Superseded values are not recommended for survey control.
 JU2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2303.See file dsdata.txt to determine how the superseded data were derived.
 JU2303
 JU2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ029429(NAD 83)
 JU2303_MARKER: I = METAL ROD
 JU2303_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2303_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JU2303_STAMPING: T 82 1979
 JU2303_PROJECTION: RECESSED 5 CENTIMETERS
 JU2303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU2303+STABILITY: POSITION/ELEVATION WELL
 JU2303_ROD/PIPE-DEPTH: 7.62 meters
 JU2303_SLEEVE-DEPTH  : 3.05 meters
 JU2303
 JU2303  HISTORY     - Date     Condition        Report By
 JU2303  HISTORY     - 1979     MONUMENTED       NGS
 JU2303
 JU2303                          STATION DESCRIPTION
 JU2303
 JU2303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2303'5.45 MI SE FROM PORT ELIZABETH.
 JU2303'5.45 MILES SOUTHEAST ALONG STATE ROUTE 47 FROM THE VOLUNTEER FIRE
 JU2303'DEPARTMENT IN PORT ELIZABETH, AT THE ENTRANCE DRIVE TO THE
 JU2303'ADMINISTRATION BUILDING OF THE LEESBURG PRISON ON THE WEST SIDE OF
 JU2303'THE SECOND 24 INCH MAPLE TREE OF A PLANTED ROW OF TREES EAST OF ROUTE
 JU2303'47 AND ON THE NORTH SIDE OF THE PAVED ENTRANCE DRIVE, 75 FEET EAST
 JU2303'OF THE CENTER LINE OF ROUTE 47, 32.2 FEET EAST OF A STOP SIGN, 22.5
 JU2303'FEET NORTH OF THE CENTER OF THE ENTRANCE DRIVE, 8.4 FEET WEST OF THE
 JU2303'24 INCH MAPLE TREE, THIS IS A QUALITY A MARK.
 JU2303'THE MARK IS 1 FT  E FROM A WITNESS POST.
 JU2303'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0652 ***********************************************************************
 JU0652  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0652  DESIGNATION -  T 9
 JU0652  PID         -  JU0652
 JU0652  STATE/COUNTY-  NJ/SALEM
 JU0652  USGS QUAD   -  SALEM (1995)
 JU0652
 JU0652                         *CURRENT SURVEY CONTROL
 JU0652  ___________________________________________________________________
 JU0652* NAD 83(1986)-  39 34 37.     (N)    075 28 36.     (W)     SCALED    
 JU0652* NAVD 88     -         3.711  (meters)      12.18   (feet)  ADJUSTED  
 JU0652  ___________________________________________________________________
 JU0652  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU0652  DYNAMIC HT  -           3.709 (meters)      12.17  (feet)  COMP
 JU0652  MODELED GRAV-     980,126.2   (mgal)                       NAVD 88
 JU0652
 JU0652  VERT ORDER  -  FIRST     CLASS II
 JU0652
 JU0652.The horizontal coordinates were scaled from a topographic map and have
 JU0652.an estimated accuracy of +/- 6 seconds.
 JU0652
 JU0652.The orthometric height was determined by differential leveling
 JU0652.and adjusted by the National Geodetic Survey in June 1991..
 JU0652
 JU0652.This Tidal Bench Mark is designated as VM 12006
 JU0652.by the Center for Operational Oceanographic Products and Services.
 JU0652
 JU0652.The geoid height was determined by GEOID03.
 JU0652
 JU0652.The dynamic height is computed by dividing the NAVD 88
 JU0652.geopotential number by the normal gravity value computed on the
 JU0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0652.degrees latitude (g = 980.6199 gals.).
 JU0652
 JU0652.The modeled gravity was interpolated from observed gravity values.
 JU0652
 JU0652;                    North         East    Units  Estimated Accuracy
 JU0652;SPC NJ       -    83,000.       66,090.      MT  (+/- 180 meters Scaled)
 JU0652
 JU0652                          SUPERSEDED SURVEY CONTROL
 JU0652
 JU0652  NGVD 29 (01/10/92)    3.986  (m)           13.08   (f) ADJUSTED    1 2
 JU0652
 JU0652.Superseded values are not recommended for survey control.
 JU0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0652.See file dsdata.txt to determine how the superseded data were derived.
 JU0652
 JU0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ590809(NAD 83)
 JU0652_MARKER: DB = BENCH MARK DISK
 JU0652_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0652_SP_SET: BRIDGE
 JU0652_STAMPING: 13.281 T 9 1930
 JU0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0652+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003
 JU0652
 JU0652  HISTORY     - Date     Condition        Report By
 JU0652  HISTORY     - 1930     MONUMENTED       CGS
 JU0652  HISTORY     - 1965     GOOD             CGS
 JU0652  HISTORY     - 1979     GOOD             NGS
 JU0652  HISTORY     - 20030722 GOOD             STEWRT
 JU0652
 JU0652                          STATION DESCRIPTION
 JU0652
 JU0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0652'AT SALEM.
 JU0652'AT SALEM, SALEM COUNTY, AT COUNTY BRIDGE 700, AT THE SOUTHWEST
 JU0652'END OF THE BRIDGE, IN THE FACE OF THE WEST CONCRETE RAIL, 10
 JU0652'FEET NORTHEAST OF THE BRASS INSCRIPTION PLATE, AND 1.5 FEET
 JU0652'ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED 13.281 T 9 1930
 JU0652'AND SET VERTICALLY.
 JU0652
 JU0652                          STATION RECOVERY (1965)
 JU0652
 JU0652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU0652'RECOVERED IN GOOD CONDITION.
 JU0652
 JU0652                          STATION RECOVERY (1979)
 JU0652
 JU0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0652'CORRECTION, SOUTHEAST END OF THE BRIDGE.
 JU0652
 JU0652                          STATION RECOVERY (2003)
 JU0652
 JU0652'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2003 (JMS)
 JU0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0825 ***********************************************************************
 KU0825  DESIGNATION -  T OF 1886
 KU0825  PID         -  KU0825
 KU0825  STATE/COUNTY-  NJ/MONMOUTH
 KU0825  USGS QUAD   -  SANDY HOOK (1981)
 KU0825
 KU0825                         *CURRENT SURVEY CONTROL
 KU0825  ___________________________________________________________________
 KU0825* NAD 83(1986)-  40 26 57.     (N)    073 59 53.     (W)     SCALED    
 KU0825* NAVD 88     -         2.880  (meters)       9.45   (feet)  ADJUSTED  
 KU0825  ___________________________________________________________________
 KU0825  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KU0825  DYNAMIC HT  -           2.879 (meters)       9.45  (feet)  COMP
 KU0825  MODELED GRAV-     980,200.1   (mgal)                       NAVD 88
 KU0825
 KU0825  VERT ORDER  -  FIRST     CLASS II
 KU0825
 KU0825.The horizontal coordinates were scaled from a topographic map and have
 KU0825.an estimated accuracy of +/- 6 seconds.
 KU0825
 KU0825.The orthometric height was determined by differential leveling
 KU0825.and adjusted by the National Geodetic Survey in June 1991..
 KU0825.WARNING-Repeat measurements at this control monument indicate possible
 KU0825.vertical movement.
 KU0825
 KU0825.The geoid height was determined by GEOID03.
 KU0825
 KU0825.The dynamic height is computed by dividing the NAVD 88
 KU0825.geopotential number by the normal gravity value computed on the
 KU0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0825.degrees latitude (g = 980.6199 gals.).
 KU0825
 KU0825.The modeled gravity was interpolated from observed gravity values.
 KU0825
 KU0825;                    North         East    Units  Estimated Accuracy
 KU0825;SPC NJ       -   179,510.      192,580.      MT  (+/- 180 meters Scaled)
 KU0825
 KU0825                          SUPERSEDED SURVEY CONTROL
 KU0825
 KU0825  NGVD 29 (04/16/92)    3.193  (m)           10.48   (f) ADJUSTED    1 2
 KU0825
 KU0825.Superseded values are not recommended for survey control.
 KU0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0825.See file dsdata.txt to determine how the superseded data were derived.
 KU0825
 KU0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK849780(NAD 83)
 KU0825_MARKER: O = CHISELED CIRCLE
 KU0825_SETTING: 0 = UNSPECIFIED SETTING
 KU0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0825_MARK LOGO: NONE  
 KU0825_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0825+STABILITY: SURFACE MOTION
 KU0825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU0825+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2000
 KU0825
 KU0825  HISTORY     - Date     Condition        Report By
 KU0825  HISTORY     - 1886     MONUMENTED       CGS
 KU0825  HISTORY     - 1964     GOOD             NGS
 KU0825  HISTORY     - 19950622 GOOD             NJGS
 KU0825  HISTORY     - 20000407 GOOD             PORANY
 KU0825
 KU0825                          STATION DESCRIPTION
 KU0825
 KU0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KU0825'1.6 MI N FROM FORT HANCOCK.
 KU0825'AT FORT HANCOCK, ABOUT 1.55 MILES NORTH ALONG SANDY HOOK ROAD
 KU0825'FROM THE MAIN GATE TO MILITARY RESERVATION, ABOUT 0.15 MILE
 KU0825'SOUTH OF A POINT WHERE ROADS FORK AND FORM A DUAL LANE, 255.0
 KU0825'FEET NORTHWEST OF THE CENTER LINE OF CROSSROADS, 193.0 FEET
 KU0825'NORTH OF THE NORTHWEST END OF THE NORTHEAST ONE OF FOUR 4 FOOT
 KU0825'CONCRETE PIPE CULVERTS UNDER THE DIRT ROAD TO THE SOUTHWEST,
 KU0825'49.0 FEET SOUTHWEST OF THE CENTER LINE OF SANDY HOOK ROAD, ABOUT
 KU0825'2 FEET LOWER THAN THE ROAD, 1 FOOT WEST OF A WOODEN WITNESS
 KU0825'POST AND A CHISELED SQUARE IN THE TOP OF A MARBLE POST PROJECTING
 KU0825'ABOUT 4 INCHES ABOVE THE GROUND.  THE LETTERS USCS ARE CAST IN
 KU0825'THE POST.
 KU0825
 KU0825                          STATION RECOVERY (1995)
 KU0825
 KU0825'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KU0825'RECOVERED AS DESCRIBED.
 KU0825
 KU0825                          STATION RECOVERY (2000)
 KU0825
 KU0825'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2000 (SSZ)
 KU0825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3197 ***********************************************************************
 JU3197  DESIGNATION -  T WHARF 2
 JU3197  PID         -  JU3197
 JU3197  STATE/COUNTY-  NJ/CAMDEN
 JU3197  USGS QUAD   -  PHILADELPHIA (1994)
 JU3197
 JU3197                         *CURRENT SURVEY CONTROL
 JU3197  ___________________________________________________________________
 JU3197* NAD 83(1996)-  39 54 12.56768(N)    075 07 35.33367(W)     ADJUSTED  
 JU3197* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3197  ___________________________________________________________________
 JU3197  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 JU3197  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JU3197
 JU3197  HORZ ORDER  -  THIRD
 JU3197
 JU3197.The horizontal coordinates were established by classical geodetic methods
 JU3197.and adjusted by the National Geodetic Survey in September 1999..
 JU3197
 JU3197.The orthometric height was scaled from a topographic map.
 JU3197
 JU3197.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3197
 JU3197.The geoid height was determined by GEOID03.
 JU3197
 JU3197;                    North         East     Units Scale Factor Converg.
 JU3197;SPC NJ       -   118,987.603    96,432.250   MT  0.99993531   -0 24 06.8
 JU3197;SPC NJ       -   390,378.49    316,378.14   sFT  0.99993531   -0 24 06.8
 JU3197;SPC DE       -   211,354.517   224,814.769   MT  1.00000258   +0 11 10.2
 JU3197;SPC DE       -   693,418.94    737,579.79   sFT  1.00000258   +0 11 10.2
 JU3197;UTM  18      - 4,417,053.411   489,188.385   MT  0.99960144   -0 04 52.1
 JU3197
 JU3197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3197!SPC NJ       -   1.00000505  x   0.99993531  =   0.99994036
 JU3197!SPC DE       -   1.00000505  x   1.00000258  =   1.00000763
 JU3197!UTM  18      -   1.00000505  x   0.99960144  =   0.99960649
 JU3197
 JU3197:                Primary Azimuth Mark                     Grid Az
 JU3197:SPC NJ       -  NEWTON                                   013 33 11.6
 JU3197:SPC DE       -  NEWTON                                   012 57 54.6
 JU3197:UTM  18      -  NEWTON                                   013 13 56.9
 JU3197
 JU3197|---------------------------------------------------------------------|
 JU3197| PID    Reference Object                     Distance      Geod. Az  |
 JU3197|                                                           dddmmss.s |
 JU3197| JU3111 NEWTON                              485.870 METERS 0130904.8 |
 JU3197| CB3126 T WHARF 2 RM 2                        7.770 METERS 05723     |
 JU3197| JU3189 GLOUCESTER WELSBACH CO TANK         144.897 METERS 08207     |
 JU3197| JU3187 GLOUCESTER CITY ARGO MILLS TWR      383.235 METERS 16159     |
 JU3197| JU3194 GLOUCESTER P AND J TANK             APPROX. 1.4 KM 1843553.6 |
 JU3197| CB3125 T WHARF 2 RM 1                       13.750 METERS 19609     |
 JU3197| JU3128 PHILADELPHIA PT HOUSE TANK USE      APPROX. 0.9 KM 2505716.0 |
 JU3197|---------------------------------------------------------------------|
 JU3197
 JU3197                          SUPERSEDED SURVEY CONTROL
 JU3197
 JU3197  NAD 83(1991)-  39 54 12.56236(N)    075 07 35.33435(W) AD(       ) 3
 JU3197  NAD 83(1986)-  39 54 12.55874(N)    075 07 35.33651(W) AD(       ) 3
 JU3197  NAD 27      -  39 54 12.15900(N)    075 07 36.69800(W) AD(       ) 3
 JU3197
 JU3197.Superseded values are not recommended for survey control.
 JU3197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3197.See file dsdata.txt to determine how the superseded data were derived.
 JU3197
 JU3197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8918817053(NAD 83)
 JU3197_MARKER: DS = TRIANGULATION STATION DISK
 JU3197_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU3197_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU3197
 JU3197  HISTORY     - Date     Condition        Report By
 JU3197  HISTORY     - 1925     MONUMENTED       CGS
 JU3197  HISTORY     - 1946     GOOD             CGS
 JU3197  HISTORY     - 19941120 MARK NOT FOUND   USPSQD
 JU3197
 JU3197                          STATION DESCRIPTION
 JU3197
 JU3197'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3197'LOCATED ON THE T WHARF ORIGINALLY OWNED BY WELSBACH COMPANY, BUT
 JU3197'NOW OWNED BY ARMSTRONG CORK COMPANY.  IT IS SITUATED BETWEEN ESSEX
 JU3197'AND MORRIS STREETS, GLOUCESTER.  STATION IS 37.2 FEET FROM UPPER
 JU3197'OUTER CORNER OF DOCK.  68.5 FEET FROM LOWER OUTER CORNER OF
 JU3197'DOCK.  42.4 FEET FROM UPPER INSHORE CORNER OF DOCK.  AND 71.5
 JU3197'FEET FROM LOWER INSHORE CORNER OF DOCK.
 JU3197'
 JU3197'SURFACE MARK IS A STANDARD BRONZE DISK IN A TILE.
 JU3197'UNDERGROUND IS A BLOCK OF CONCRETE BELOW THE GROUND
 JU3197'CONTAINING A STANDARD BRONZE DISK.
 JU3197'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE DISKS SET
 JU3197'IN CONCRETE, IN THE TOP OF A TILE.
 JU3197'
 JU3197'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
 JU3197
 JU3197                          STATION RECOVERY (1946)
 JU3197
 JU3197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3197'STATION MARK AND REFERENCE MARK 2 RECOVERED IN GOOD
 JU3197'CONDITION.  REFERENCE MARK 1 WAS NOT RECOVERED.  IT WAS COVERED BY
 JU3197'LARGE CONCRETE SLABS, THE T LEVEL OF THE WHARF WAS RAISED BY
 JU3197'FILLING.  DISTANCE TO REFERENCE MARK 2 WAS MEASURED AND FOUND TO
 JU3197'BE CORRECT.  THE ORIGINAL DESCRIPTION IS ADEQUATE, EXCEPT FOR
 JU3197'THE FOLLOWING--
 JU3197'
 JU3197'ADD STATION MARK IS 12 INCHES BELOW THE SURFACE AND IS
 JU3197'STAMPED DEC 1925.
 JU3197'
 JU3197'ADD REFERENCE MARK 2 IS 18 FEET SW OF UPPER INSHORE CORNER
 JU3197'OF WHARF, 12 FEET S OF N BULKHEAD, 27 FEET SE OF UPPER OUTER
 JU3197'CORNER OF WHARF, 12 FEET S OF N BULKHEAD, 27 FEET SE OF UPPER OUTER
 JU3197'CORNER OF WHARF.  IT IS 18 INCHES BELOW THE SURFACE AND IS STAMPED
 JU3197'DEC 1925 NO 2.
 JU3197
 JU3197                          STATION RECOVERY (1994)
 JU3197
 JU3197'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU3197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5058 ***********************************************************************
 KV5058  DESIGNATION -  TAILOR
 KV5058  PID         -  KV5058
 KV5058  STATE/COUNTY-  NJ/MONMOUTH
 KV5058  USGS QUAD   -  LONG BRANCH (1981)
 KV5058
 KV5058                         *CURRENT SURVEY CONTROL
 KV5058  ___________________________________________________________________
 KV5058* NAD 83(1996)-  40 22 04.48731(N)    074 00 47.70186(W)     ADJUSTED  
 KV5058* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 KV5058  ___________________________________________________________________
 KV5058  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 KV5058  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KV5058
 KV5058  HORZ ORDER  -  THIRD
 KV5058
 KV5058.The horizontal coordinates were established by classical geodetic methods
 KV5058.and adjusted by the National Geodetic Survey in September 1999..
 KV5058
 KV5058.The orthometric height was scaled from a topographic map.
 KV5058
 KV5058.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5058
 KV5058.The geoid height was determined by GEOID03.
 KV5058
 KV5058;                    North         East     Units Scale Factor Converg.
 KV5058;SPC NJ       -   170,476.454   191,337.427   MT  0.99992103   +0 18 55.0
 KV5058;SPC NJ       -   559,304.83    627,746.21   sFT  0.99992103   +0 18 55.0
 KV5058;UTM  18      - 4,469,060.546   583,775.529   MT  0.99968639   +0 38 20.9
 KV5058
 KV5058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5058!SPC NJ       -   1.00000108  x   0.99992103  =   0.99992211
 KV5058!UTM  18      -   1.00000108  x   0.99968639  =   0.99968747
 KV5058
 KV5058:                Primary Azimuth Mark                     Grid Az
 KV5058:SPC NJ       -  RUMSON INCINERATOR STACK                 047 00 18.5
 KV5058:UTM  18      -  RUMSON INCINERATOR STACK                 046 40 52.6
 KV5058
 KV5058|---------------------------------------------------------------------|
 KV5058| PID    Reference Object                     Distance      Geod. Az  |
 KV5058|                                                           dddmmss.s |
 KV5058| KV4957 RUMSON INCINERATOR STACK            APPROX. 1.5 KM 0471913.5 |
 KV5058| KU2799 SEA BRIGHT COAST GUARD CUPOLA       APPROX. 3.4 KM 0725328.0 |
 KV5058| KU2760 RUMSON W T COLEMAN WINDMILL         APPROX. 2.7 KM 0752653.2 |
 KV5058| CB6453 TAILOR AZ MK                                       0793611.7 |
 KV5058| KU2779 RUMSON HOLY CROSS SPIRE             APPROX. 2.8 KM 0922507.7 |
 KV5058| CB6454 TAILOR RM 1                          36.348 METERS 09951     |
 KV5058| KU2762 SEA BRIGHT SEABOARD ICE STACK       APPROX. 3.3 KM 1041148.5 |
 KV5058| KU2772 LONG BRANCH JCP AND L GAS TANK      APPROX. 7.1 KM 1592737.0 |
 KV5058| KV5038 LONG BRANCH DISPOSAL BRICK STK      APPROX. 7.0 KM 1782817.2 |
 KV5058| KV5039 LONG BRANCH DISPOSAL CONC STK       APPROX. 7.0 KM 1783800.6 |
 KV5058| CB6455 TAILOR RM 2                          34.683 METERS 18632     |
 KV5058| KV5059 RUMSON COUNTRY CLUB TANK            APPROX. 2.4 KM 1884513.9 |
 KV5058| KV5035 FORT MONMOUTH FLAGPOLE              APPROX. 5.9 KM 1981230.0 |
 KV5058| KV5034 LITTLE SILVER DEAN NURSERY STK      APPROX. 5.4 KM 2050701.1 |
 KV5058| KV5046 ASBURY PARK INCINERATOR STACK       APPROX.15.1 KM 2111527.2 |
 KV5058| KV5054 RED BANK JCP AND L TALLEST STK      APPROX. 5.9 KM 2363951.8 |
 KV5058| KV5025 MOLLY PITCHER HOTEL CUPOLA          APPROX. 5.4 KM 2515733.9 |
 KV5058| KV4954 NAVESINK RIVER GEEHAMS TANK         APPROX. 2.6 KM 2930131.5 |
 KV5058|---------------------------------------------------------------------|
 KV5058
 KV5058                          SUPERSEDED SURVEY CONTROL
 KV5058
 KV5058  NAD 83(1986)-  40 22 04.48716(N)    074 00 47.69991(W) AD(       ) 3
 KV5058  NAD 27      -  40 22 04.09500(N)    074 00 49.20500(W) AD(       ) 3
 KV5058
 KV5058.Superseded values are not recommended for survey control.
 KV5058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5058.See file dsdata.txt to determine how the superseded data were derived.
 KV5058
 KV5058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8377669061(NAD 83)
 KV5058_MARKER: DS = TRIANGULATION STATION DISK
 KV5058_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV5058_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5058
 KV5058  HISTORY     - Date     Condition        Report By
 KV5058  HISTORY     - 1934     MONUMENTED       CGS
 KV5058  HISTORY     - 1934     GOOD             CGS
 KV5058
 KV5058                          STATION DESCRIPTION
 KV5058
 KV5058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5058'LOCATED IN THE BOROUGH OF RUMSON IN RUMSON HILLS ON PROPERTY OF
 KV5058'LIEUTENANT COMMANDER F.S. TAILOR.  LOCATED IN A MEADOW ON THE W
 KV5058'SIDE OF DIRT ROAD WHICH BORDERS THE PLAY FIELD AND S OF WOODS
 KV5058'BORDERING MEADOW.  LOCATED 35 METERS W OF THE ROAD AND 9 METERS S
 KV5058'OF THE WOODS.
 KV5058'
 KV5058'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 KV5058'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KV5058'BRONZE DISKS SET IN CONCRETE.
 KV5058'
 KV5058'REFERENCE MARK NO.1 IS ESE OF THE STATION 4.5 METERS W
 KV5058'OF THE DIRT ROAD AND 6 METERS NW OF THE INTERSECTION OF THE
 KV5058'ROAD AND THE DRIVE TO THE BARN.
 KV5058'
 KV5058'REFERENCE MARK NO.2 IS S OF THE STATION IN THIS MEADOW.
 KV5058'
 KV5058'AZIMUTH MARK IS 9.85 METERS E OF THE CENTER LINE OF BINGHAM
 KV5058'AVENUE 0.1 MILE N OF RIDGE ROAD AND ABOUT 100 METERS S OF
 KV5058'BLACK POINT ROAD ON PROPERTY OWNED BY A MR. PARMALEE (A REAL
 KV5058'ESTATE OPERATOR).
 KV5058
 KV5058                          STATION RECOVERY (1934)
 KV5058
 KV5058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5058'REACHED FROM RED BANK AS FOLLOWS.  GO E ON E. FRONT STREET TO
 KV5058'FAIRHAVEN - TURN S ON FAIRHAVEN ROAD TO RIDGE ROAD FOLLOW
 KV5058'RIDGE ROAD E TO TAILOR ESTATE HENCE UP PRIVATE DRIVE TO STATION.
 KV5058'
 KV5058'A 90-FOOT SIGNAL WAS ERECTED OVER THE STATION TO CLEAR
 KV5058'TREES TO THE NW AND E.  A 60-FOOT SIGNAL IS SUFFICIENT TO SEE
 KV5058'TO THE SOUTHWARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4353 ***********************************************************************
 KV4353  DESIGNATION -  TAINTOR MANUFACTURING CO CHIM
 KV4353  PID         -  KV4353
 KV4353  STATE/COUNTY-  NJ/HUDSON
 KV4353  USGS QUAD   -  JERSEY CITY (1981)
 KV4353
 KV4353                         *CURRENT SURVEY CONTROL
 KV4353  ___________________________________________________________________
 KV4353* NAD 83(1996)-  40 39 04.42789(N)    074 05 41.77649(W)     ADJUSTED  
 KV4353* NAVD 88     -                                                        
 KV4353  ___________________________________________________________________
 KV4353  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 KV4353  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KV4353
 KV4353  HORZ ORDER  -  THIRD
 KV4353
 KV4353.The horizontal coordinates were established by classical geodetic methods
 KV4353.and adjusted by the National Geodetic Survey in September 1999..
 KV4353
 KV4353
 KV4353.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4353
 KV4353.The geoid height was determined by GEOID03.
 KV4353
 KV4353;                    North         East     Units Scale Factor Converg.
 KV4353;SPC NJ       -   201,899.221   184,255.601   MT  0.99991444   +0 15 50.0
 KV4353;SPC NJ       -   662,397.69    604,511.92   sFT  0.99991444   +0 15 50.0
 KV4353;SPC NY L     -    53,812.943   291,970.419   MT  1.00000089   -0 03 43.5
 KV4353;SPC NY L     -   176,551.30    957,906.28   sFT  1.00000089   -0 03 43.5
 KV4353;UTM  18      - 4,500,435.175   576,517.410   MT  0.99967207   +0 35 22.7
 KV4353
 KV4353                          SUPERSEDED SURVEY CONTROL
 KV4353
 KV4353  NAD 83(1996)-  40 39 04.42786(N)    074 05 41.77657(W) AD(       ) 4
 KV4353  NAD 83(1996)-  40 39 04.42055(N)    074 05 41.77185(W) AD(       ) 4
 KV4353  NAD 83(1992)-  40 39 04.42034(N)    074 05 41.77229(W) AD(       ) 4
 KV4353  NAD 83(1986)-  40 39 04.42782(N)    074 05 41.77846(W) AD(       ) 4
 KV4353  NAD 27      -  40 39 04.06800(N)    074 05 43.28000(W) AD(       ) 3
 KV4353
 KV4353.Superseded values are not recommended for survey control.
 KV4353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4353.See file dsdata.txt to determine how the superseded data were derived.
 KV4353
 KV4353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7651700435(NAD 83)
 KV4353_MARKER: 85 = CHIMNEY
 KV4353
 KV4353  HISTORY     - Date     Condition        Report By
 KV4353  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4353
 KV4353                          STATION DESCRIPTION
 KV4353
 KV4353'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3907 ***********************************************************************
 KV3907  DESIGNATION -  TANI
 KV3907  PID         -  KV3907
 KV3907  STATE/COUNTY-  NJ/BERGEN
 KV3907  USGS QUAD   -  HACKENSACK (1997)
 KV3907
 KV3907                         *CURRENT SURVEY CONTROL
 KV3907  ___________________________________________________________________
 KV3907* NAD 83(1996)-  40 53 12.56354(N)    074 02 01.23510(W)     ADJUSTED  
 KV3907* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV3907  ___________________________________________________________________
 KV3907  LAPLACE CORR-           7.59  (seconds)                    DEFLEC99
 KV3907  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KV3907
 KV3907  HORZ ORDER  -  THIRD
 KV3907
 KV3907.The horizontal coordinates were established by classical geodetic methods
 KV3907.and adjusted by the National Geodetic Survey in September 1999..
 KV3907
 KV3907.The orthometric height was scaled from a topographic map.
 KV3907
 KV3907.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3907
 KV3907.The geoid height was determined by GEOID03.
 KV3907
 KV3907;                    North         East     Units Scale Factor Converg.
 KV3907;SPC NJ       -   228,084.898   189,297.389   MT  0.99991900   +0 18 18.9
 KV3907;SPC NJ       -   748,308.54    621,053.18   sFT  0.99991900   +0 18 18.9
 KV3907;SPC NY L     -    79,971.546   297,161.801   MT  0.99999511   -0 01 19.3
 KV3907;SPC NY L     -   262,373.31    974,938.34   sFT  0.99999511   -0 01 19.3
 KV3907;UTM  18      - 4,526,642.871   581,408.709   MT  0.99968157   +0 37 57.2
 KV3907
 KV3907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3907!SPC NJ       -   1.00000504  x   0.99991900  =   0.99992404
 KV3907!SPC NY L     -   1.00000504  x   0.99999511  =   1.00000015
 KV3907!UTM  18      -   1.00000504  x   0.99968157  =   0.99968661
 KV3907
 KV3907:                Primary Azimuth Mark                     Grid Az
 KV3907:SPC NJ       -  BOGOTA RED HOUSE                         095 48 29.7
 KV3907:SPC NY L     -  BOGOTA RED HOUSE                         096 08 07.9
 KV3907:UTM  18      -  BOGOTA RED HOUSE                         095 28 51.4
 KV3907
 KV3907|---------------------------------------------------------------------|
 KV3907| PID    Reference Object                     Distance      Geod. Az  |
 KV3907|                                                           dddmmss.s |
 KV3907| KV3909 BOGOTA RED HOUSE                    APPROX. 0.7 KM 0960648.6 |
 KV3907| KV3895 TRESTLE                             APPROX. 0.5 KM 1951144.0 |
 KV3907| KV3894 TROLLEY                             499.842 METERS 2161332.5 |
 KV3907| KV3908 CHRIST CHURCH                       APPROX. 0.8 KM 2685019.3 |
 KV3907| CB6456 TANI RM 1                                          27122     |
 KV3907| KV3906 ORI 1914                            271.091 METERS 28931     |
 KV3907| KV3903 EAST ANDERSON                       APPROX. 0.6 KM 3440815.2 |
 KV3907| CB6457 TANI RM 2                                          35948     |
 KV3907|---------------------------------------------------------------------|
 KV3907
 KV3907                          SUPERSEDED SURVEY CONTROL
 KV3907
 KV3907  NAD 83(1996)-  40 53 12.56342(N)    074 02 01.23521(W) AD(       ) 3
 KV3907  NAD 83(1996)-  40 53 12.56245(N)    074 02 01.23658(W) AD(       ) 3
 KV3907  NAD 83(1992)-  40 53 12.56002(N)    074 02 01.23696(W) AD(       ) 3
 KV3907  NAD 83(1986)-  40 53 12.57141(N)    074 02 01.23503(W) AD(       ) 3
 KV3907  NAD 27      -  40 53 12.20900(N)    074 02 02.73600(W) AD(       ) 3
 KV3907
 KV3907.Superseded values are not recommended for survey control.
 KV3907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3907.See file dsdata.txt to determine how the superseded data were derived.
 KV3907
 KV3907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8140926643(NAD 83)
 KV3907_MARKER: DS = TRIANGULATION STATION DISK
 KV3907_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV3907_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV3907
 KV3907  HISTORY     - Date     Condition        Report By
 KV3907  HISTORY     - 1914     MONUMENTED       CGS
 KV3907  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV3907  HISTORY     - 20060618 MARK NOT FOUND   GEOCAC
 KV3907
 KV3907                          STATION DESCRIPTION
 KV3907
 KV3907'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV3907'STATION IS ON THE W SIDE OF HACKENSACK RIVER, ON A PROMINENT
 KV3907'MARSHY POINT ABOUT 5/16 MILE ABOVE THE BERGEN TRACTION COMPANY
 KV3907'BRIDGE, AND ABOUT 270 METERS (886 FEET) BELOW THE PIER OF THE
 KV3907'ORITANI FIELD CLUB OF HACKENSACK.
 KV3907'
 KV3907'THE STATION IS ABOUT 10 METERS (32.8 FEET) FROM THE SHORE AND IS
 KV3907'MARKED BY A STANDARD DISK CEMENTED IN THE TOP OF A 4-INCH TILE
 KV3907'PIPE PROJECTING 2 INCHES ABOVE THE GROUND.
 KV3907'
 KV3907'THE SUBSURFACE MARK IS A BURIED BOTTLE.
 KV3907'
 KV3907'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CEMENT IN A 3-INCH
 KV3907'TILE PIPE PROJECTING 2 INCHES ABOVE THE GROUND, ARE PLACED
 KV3907'RESPECTIVELY 9.759 METERS (32.02 FEET) N 78 DEG W AND 11.213 METERS
 KV3907'(36.79 FEET) N 9 DEG E FROM THE STATION.
 KV3907
 KV3907                          STATION RECOVERY (1932)
 KV3907
 KV3907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3907'STATION REPORTED LOST.
 KV3907
 KV3907                          STATION RECOVERY (2006)
 KV3907
 KV3907'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV3907'THIS PROMINENT MARSHY POINT IS NOW INCLUDED IN FOSCINI PARK IN
 KV3907'HACKENSCK. THERE ARE NO DISKS CEMENTED IN CLAY TILE PIPES PROJECTING 2
 KV3907'INCHES ABOVE THE GROUND. THIS AREA HAS BEEN FILLED IN THE PAST, AND
 KV3907'HAS BEEN ROUGHLY LANDSCAPED BY THE PARKS DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3033 ***********************************************************************
 JU3033  DESIGNATION -  TANK
 JU3033  PID         -  JU3033
 JU3033  STATE/COUNTY-  NJ/CAMDEN
 JU3033  USGS QUAD   -  CAMDEN (1995)
 JU3033
 JU3033                         *CURRENT SURVEY CONTROL
 JU3033  ___________________________________________________________________
 JU3033* NAD 83(1996)-  39 58 40.63040(N)    075 03 54.83058(W)     ADJUSTED  
 JU3033* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3033  ___________________________________________________________________
 JU3033  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 JU3033  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU3033
 JU3033  HORZ ORDER  -  THIRD
 JU3033
 JU3033.The horizontal coordinates were established by classical geodetic methods
 JU3033.and adjusted by the National Geodetic Survey in September 1999..
 JU3033
 JU3033.The orthometric height was scaled from a topographic map.
 JU3033
 JU3033.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3033
 JU3033.The geoid height was determined by GEOID03.
 JU3033
 JU3033;                    North         East     Units Scale Factor Converg.
 JU3033;SPC NJ       -   127,219.667   101,721.939   MT  0.99992868   -0 21 47.4
 JU3033;SPC NJ       -   417,386.52    333,732.73   sFT  0.99992868   -0 21 47.4
 JU3033;SPC DE       -   219,641.078   230,020.004   MT  1.00000609   +0 13 32.9
 JU3033;SPC DE       -   720,605.77    754,657.30   sFT  1.00000609   +0 13 32.9
 JU3033;UTM  18      - 4,425,312.247   494,430.135   MT  0.99960038   -0 02 30.9
 JU3033
 JU3033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3033!SPC NJ       -   1.00000490  x   0.99992868  =   0.99993357
 JU3033!SPC DE       -   1.00000490  x   1.00000609  =   1.00001099
 JU3033!UTM  18      -   1.00000490  x   0.99960038  =   0.99960527
 JU3033
 JU3033                          SUPERSEDED SURVEY CONTROL
 JU3033
 JU3033  NAD 83(1991)-  39 58 40.62765(N)    075 03 54.83351(W) AD(       ) 3
 JU3033  NAD 83(1986)-  39 58 40.62537(N)    075 03 54.83722(W) AD(       ) 3
 JU3033  NAD 27      -  39 58 40.22300(N)    075 03 56.20700(W) AD(       ) 3
 JU3033
 JU3033.Superseded values are not recommended for survey control.
 JU3033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3033.See file dsdata.txt to determine how the superseded data were derived.
 JU3033
 JU3033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9443025312(NAD 83)
 JU3033_MARKER: 51 = TANK
 JU3033
 JU3033  HISTORY     - Date     Condition        Report By
 JU3033  HISTORY     - 1925     FIRST OBSERVED   CGS
 JU3033  HISTORY     - 1935     GOOD             CGS
 JU3033  HISTORY     - 1946     GOOD             CGS
 JU3033  HISTORY     - 19941120 GOOD             USPSQD
 JU3033
 JU3033                          STATION DESCRIPTION
 JU3033
 JU3033'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3033'STATION IS BALL ON TOP OF TANK OWNED BY KIECKHEFER PAPER MILL, WHICH
 JU3033'IS LOCATED ABOUT 1/4 MILE S OF FISHER POINT.
 JU3033
 JU3033                          STATION RECOVERY (1935)
 JU3033
 JU3033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 JU3033'IN DELAIR, W OF THE APPROACH TO THE PENNSYLVANIA RAILROAD BRIDGE
 JU3033'OVER THE DELAWARE RIVER.  THE FINIAL OF THE TANK ON THE KIECKHEFER
 JU3033'PAPER MILL PROPERTY.
 JU3033
 JU3033                          STATION RECOVERY (1946)
 JU3033
 JU3033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3033'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU3033'IS ADEQUATE.
 JU3033
 JU3033                          STATION RECOVERY (1994)
 JU3033
 JU3033'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU3033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4034 ***********************************************************************
 KV4034  DESIGNATION -  TANK
 KV4034  PID         -  KV4034
 KV4034  STATE/COUNTY-  NJ/BERGEN
 KV4034  USGS QUAD   -  WEEHAWKEN (1995)
 KV4034
 KV4034                         *CURRENT SURVEY CONTROL
 KV4034  ___________________________________________________________________
 KV4034* NAD 83(1996)-  40 51 12.38071(N)    074 06 11.05760(W)     ADJUSTED  
 KV4034* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 KV4034  ___________________________________________________________________
 KV4034  LAPLACE CORR-           6.66  (seconds)                    DEFLEC99
 KV4034  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KV4034
 KV4034  HORZ ORDER  -  THIRD
 KV4034
 KV4034.The horizontal coordinates were established by classical geodetic methods
 KV4034.and adjusted by the National Geodetic Survey in September 1999..
 KV4034
 KV4034.The orthometric height was scaled from a topographic map.
 KV4034
 KV4034.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4034
 KV4034.The geoid height was determined by GEOID03.
 KV4034
 KV4034;                    North         East     Units Scale Factor Converg.
 KV4034;SPC NJ       -   224,349.066   183,466.205   MT  0.99991378   +0 15 34.7
 KV4034;SPC NJ       -   736,051.89    601,922.04   sFT  0.99991378   +0 15 34.7
 KV4034;SPC NY L     -    76,268.779   291,308.921   MT  0.99999490   -0 04 02.7
 KV4034;SPC NY L     -   250,225.15    955,736.02   sFT  0.99999490   -0 04 02.7
 KV4034;UTM  18      - 4,522,874.706   575,600.352   MT  0.99967035   +0 35 12.2
 KV4034
 KV4034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4034!SPC NJ       -   0.99999959  x   0.99991378  =   0.99991337
 KV4034!SPC NY L     -   0.99999959  x   0.99999490  =   0.99999449
 KV4034!UTM  18      -   0.99999959  x   0.99967035  =   0.99966994
 KV4034
 KV4034:                Primary Azimuth Mark                     Grid Az
 KV4034:SPC NJ       -  GARFIELD NJ WORSTED SPIN TANK            014 37 02.1
 KV4034:SPC NY L     -  GARFIELD NJ WORSTED SPIN TANK            014 56 39.5
 KV4034:UTM  18      -  GARFIELD NJ WORSTED SPIN TANK            014 17 24.6
 KV4034
 KV4034|---------------------------------------------------------------------|
 KV4034| PID    Reference Object                     Distance      Geod. Az  |
 KV4034|                                                           dddmmss.s |
 KV4034| KV3963 GARFIELD NJ WORSTED SPIN TANK       APPROX. 1.5 KM 0145236.8 |
 KV4034| CB5508 RM BASE WELLINGTON TANK                            04003     |
 KV4034| KV3971 DITCH                               APPROX. 1.6 KM 2361304.0 |
 KV4034| KV4213 PASSAIC ST MARYS HOSP CUPOLA        APPROX. 2.2 KM 2635742.2 |
 KV4034| KV4218 PASSAIC CITY HALL SPIRE             APPROX. 2.1 KM 2784942.5 |
 KV4034| KV4026 PRESCOTT ENAMALINE YELLOW CHIM      APPROX. 0.7 KM 2894006.1 |
 KV4034| KV3941 PASSAIC GEN CHEM BLACK CHIM         APPROX. 1.0 KM 3112747.5 |
 KV4034| KV3952 PASSAIC TALL YELLOW CHIMNEY         APPROX. 0.9 KM 3315406.4 |
 KV4034|---------------------------------------------------------------------|
 KV4034
 KV4034                          SUPERSEDED SURVEY CONTROL
 KV4034
 KV4034  NAD 83(1996)-  40 51 12.38055(N)    074 06 11.05791(W) AD(       ) 3
 KV4034  NAD 83(1996)-  40 51 12.37675(N)    074 06 11.06179(W) AD(       ) 3
 KV4034  NAD 83(1992)-  40 51 12.37671(N)    074 06 11.06217(W) AD(       ) 3
 KV4034  NAD 83(1986)-  40 51 12.38212(N)    074 06 11.06641(W) AD(       ) 3
 KV4034  NAD 27      -  40 51 12.02600(N)    074 06 12.55800(W) AD(       ) 3
 KV4034
 KV4034.Superseded values are not recommended for survey control.
 KV4034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4034.See file dsdata.txt to determine how the superseded data were derived.
 KV4034
 KV4034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7560022875(NAD 83)
 KV4034_MARKER: DS = TRIANGULATION STATION DISK
 KV4034_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4034_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4034
 KV4034  HISTORY     - Date     Condition        Report By
 KV4034  HISTORY     - 1913     MONUMENTED       CGS
 KV4034  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4034  HISTORY     - 20060413 MARK NOT FOUND   GEOCAC
 KV4034
 KV4034                          STATION DESCRIPTION
 KV4034
 KV4034'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4034'STATION IS ON THE E SIDE OF PASSAIC RIVER, IN WALLINGTON, ABOUT
 KV4034'1/4 MILE FROM SHORE, AND 94.4 FEET SW OF WALLINGTON STANDPIPE.
 KV4034'
 KV4034'THE STATION IS MARKED BY A C. AND G.S. STANDARD BRASS DISK
 KV4034'CEMENTED IN THE TOP OF A 4-INCH TILE PIPE AND SUNK TO THE
 KV4034'GROUND LEVEL.  THE SUBSURFACE MARK IS A BURIED BOTTLE.
 KV4034'
 KV4034'REFERENCE MARK NO. 1 IS A COPPER NAIL IN CONCRETE CONTAINED IN
 KV4034'A 4-INCH TILE PIPE AND SUNK TO THE GROUND LEVEL, AT A DISTANCE
 KV4034'OF 42.5 FEET FROM STATION.
 KV4034'
 KV4034'REFERENCE MARK NO. 2, A CROSS AND THE LETTERS U.S. CUT IN THE
 KV4034'STONE BASE OF WALLINGTON STANDPIPE, IS 94.4 FEET NE OF THE STATION.
 KV4034
 KV4034                          STATION RECOVERY (1933)
 KV4034
 KV4034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4034'STATION REPORTED LOST.
 KV4034
 KV4034                          STATION RECOVERY (2006)
 KV4034
 KV4034'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV4034'THE STONE FOUNDATION OF THE ORIGINAL WALLINGTON STANDPIPE WAS LOCATED.
 KV4034'THE CHISELED X WAS LOCATED (WITHOUT LETTERS U.S.).  TWO NEW STANDPIPES
 KV4034'APPEAR TO HAVE BUILT TO THE SW, ONE IS STILL STANDING.  MUCH REGRADING
 KV4034'OF THE SURFACE HAS BEEN DONE WITH THE BUILDING OF THE NEW STANDPIPES.
 KV4034'94.4 FEET SW OF RM2 WOULD BE IN THE REGRADED AREA.  IF THIS MARK STILL
 KV4034'EXISTS, IT IS BENEATH SEVERAL FEET OF FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3633 ***********************************************************************
 KV3633  DESIGNATION -  TARANKO
 KV3633  PID         -  KV3633
 KV3633  STATE/COUNTY-  NJ/HUNTERDON
 KV3633  USGS QUAD   -  LUMBERVILLE (1997)
 KV3633
 KV3633                         *CURRENT SURVEY CONTROL
 KV3633  ___________________________________________________________________
 KV3633* NAD 83(1996)-  40 26 38.29253(N)    075 02 36.40837(W)     ADJUSTED  
 KV3633* NAVD 88     -       165.9    (meters)     544.     (feet)  GPS OBS   
 KV3633  ___________________________________________________________________
 KV3633  X           -   1,254,551.810 (meters)                     COMP
 KV3633  Y           -  -4,696,292.796 (meters)                     COMP
 KV3633  Z           -   4,115,712.354 (meters)                     COMP
 KV3633  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 KV3633  ELLIP HEIGHT-         131.81  (meters)          (10/23/02) GPS OBS
 KV3633  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KV3633
 KV3633  HORZ ORDER  -  FIRST
 KV3633  ELLP ORDER  -  FOURTH    CLASS I
 KV3633
 KV3633.The horizontal coordinates were established by GPS observations
 KV3633.and adjusted by the National Geodetic Survey in May 1999..
 KV3633
 KV3633.The orthometric height was determined by GPS observations and a
 KV3633.high-resolution geoid model.
 KV3633
 KV3633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV3633
 KV3633.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3633
 KV3633.The ellipsoidal height was determined by GPS observations
 KV3633.and is referenced to NAD 83.
 KV3633
 KV3633.The geoid height was determined by GEOID03.
 KV3633
 KV3633;                    North         East     Units Scale Factor Converg.
 KV3633;SPC NJ       -   178,949.265   103,899.428   MT  0.99992615   -0 21 09.2
 KV3633;SPC NJ       -   587,102.71    340,876.71   sFT  0.99992615   -0 21 09.2
 KV3633;SPC PA S     -   126,837.839   829,573.990   MT  0.99995951   +1 45 21.6
 KV3633;SPC PA S     -   416,133.81  2,721,694.00   sFT  0.99995951   +1 45 21.6
 KV3633;UTM  18      - 4,477,036.364   496,315.527   MT  0.99960017   -0 01 41.5
 KV3633
 KV3633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3633!SPC NJ       -   0.99997932  x   0.99992615  =   0.99990547
 KV3633!SPC PA S     -   0.99997932  x   0.99995951  =   0.99993883
 KV3633!UTM  18      -   0.99997932  x   0.99960017  =   0.99957950
 KV3633
 KV3633|---------------------------------------------------------------------|
 KV3633| PID    Reference Object                     Distance      Geod. Az  |
 KV3633|                                                           dddmmss.s |
 KV3633| CB4955 TARANKO RM 1                         21.112 METERS 12818     |
 KV3633| CS4395 TARANKO RM 3                         21.112 METERS 12820     |
 KV3633| CS4396 TARANKO RM 4                         21.784 METERS 21929     |
 KV3633| CB4956 TARANKO RM 2                         21.823 METERS 21932     |
 KV3633| CB4954 TARANKO AZ MK                                      3435416.6 |
 KV3633| KV6247 MON 27637                           279.735 METERS 35610     |
 KV3633|---------------------------------------------------------------------|
 KV3633
 KV3633                          SUPERSEDED SURVEY CONTROL
 KV3633
 KV3633  NAD 83(1986)-  40 26 38.29151(N)    075 02 36.41208(W) AD(       ) 1
 KV3633  NAD 83(1986)-  40 26 38.28958(N)    075 02 36.41143(W) AD(       ) 2
 KV3633  NAD 27      -  40 26 37.91500(N)    075 02 37.79900(W) AD(       ) 2
 KV3633
 KV3633.Superseded values are not recommended for survey control.
 KV3633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3633.See file dsdata.txt to determine how the superseded data were derived.
 KV3633
 KV3633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9631677036(NAD 83)
 KV3633_MARKER: DS = TRIANGULATION STATION DISK
 KV3633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3633_SP_SET: CONCRETE POST
 KV3633_STAMPING: TARANKO 1942
 KV3633_MARK LOGO: CGS   
 KV3633_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3633+STABILITY: SURFACE MOTION
 KV3633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3633+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1993
 KV3633
 KV3633  HISTORY     - Date     Condition        Report By
 KV3633  HISTORY     - 1942     MONUMENTED       CGS
 KV3633  HISTORY     - 1942     GOOD             CGS
 KV3633  HISTORY     - 1980     GOOD             NGS
 KV3633  HISTORY     - 19930129 GOOD             NJGS
 KV3633
 KV3633                          STATION DESCRIPTION
 KV3633
 KV3633'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3633'THE STATION IS ABOUT 4 MILES NW OF STOCKTON ON LAND OWNED BY
 KV3633'JOSEPH R. TARANKO.  IT IS IN THE SW CORNER OF THE ORCHARD, 77 FEET
 KV3633'E OF THE INTERSECTION OF THE HIGHWAY AND THE FARM DRIVEWAY, 80 FEET
 KV3633'NW OF THE NW CORNER OF THE BARN, AND IN LINE WITH THE MOST
 KV3633'WESTERLY ROW OF APPLE TREES.  MARK PROJECTS ABOUT 6 INCHES AND IS
 KV3633'STAMPED TARANKO 1942.
 KV3633'
 KV3633'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KV3633'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 KV3633'
 KV3633'REFERENCE MARK NO. 1 IS 14 FEET W OF THE NW CORNER OF THE BARN
 KV3633'ON THE S SIDE OF THE DRIVEWAY.  IT PROJECTS 6 INCHES AND IS
 KV3633'STAMPED TARANKO NO.1 1942.
 KV3633'
 KV3633'REFERENCE MARK NO. 2 IS SW OF THE STATION IN A FENCE CORNER AND
 KV3633'ACROSS THE FARM DRIVE FROM THE STATION.  IT PROJECTS 6 INCHES AND
 KV3633'IS STAMPED TARANKO NO.2 1942.
 KV3633'
 KV3633'THE AZIMUTH MARK IS ABOUT 0.7 MILE N OF THE STATION ABOUT 150
 KV3633'FEET S OF A WHITE FRAME HOUSE.  IT IS 30 FEET SW OF A MAPLE TREE
 KV3633'AND 4 FEET S OF A ROCK FENCE.  TO REACH FROM THE STATION GO N FOR
 KV3633'0.55 MILE TO A CURVE TO THE RIGHT IN THE HIGHWAY.  CONTINUE
 KV3633'STRAIGHT AHEAD NORTHERLY ON FARM ROAD FOR 0.2 MILE TO A WHITE
 KV3633'HOUSE AND THE AZIMUTH MARK.
 KV3633'
 KV3633'TO REACH THE STATION FROM KINGWOOD, A SMALL TOWN ON THE
 KV3633'STOCKTON-BAPTISTOWN ROAD, GO W, AS PER WIESE AND BYRUM SIGN, FOR
 KV3633'1.25 MILES.  KEEP RIGHT, MAIN ROAD, AND GO 0.3 MILE.  KEEP LEFT
 KV3633'AND GO 0.8 MILE.  KEEP LEFT AND GO 0.2 MILE TO THE TARANKO
 KV3633'RESIDENCE AND THE STATION.
 KV3633'
 KV3633'AN 87-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT DUEBLER.
 KV3633'
 KV3633'A 64-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT GARDEN 1929.
 KV3633'
 KV3633'A 64-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT LIMBACH.
 KV3633'
 KV3633'A 50-FOOT TOWER WILL SEE A 55-FOOT LIGHT AT HAYCOCK 2 1929.
 KV3633'
 KV3633'A 50-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT GAME.
 KV3633'
 KV3633'AN 87-FOOT LIGHT AT FILAX IS VISIBLE FROM THE GROUND.
 KV3633'
 KV3633'A 77-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT CROTON 2 1929.
 KV3633
 KV3633                          STATION RECOVERY (1942)
 KV3633
 KV3633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 KV3633'RECOVERED IN GOOD CONDITION.
 KV3633
 KV3633                          STATION RECOVERY (1980)
 KV3633
 KV3633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 KV3633'THE STATION WAS RECOVERED AT THIS DATE.
 KV3633'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 KV3633'GOOD  CONDITION.  REFERENCE MARKS NO 1 AND NO 2 WERE FOUND BUT HAD
 KV3633'BEEN HIT BY ROAD CONSTRUCTION EQUIPMENT.  THE AZIMUTH MARK WAS
 KV3633'RECOVERED AS DESCRIBED, BUT IS NOT VISIBLE FROM THE GROUND AS IT IS
 KV3633'OBSTRUCTED BY NEWLY CONSTRUCTED HOUSES AND LARGE TREES.
 KV3633'TWO NEW REFERENCE MARKS WERE SET VERY NEAR WHERE THE TWO OLD
 KV3633'REFERENCE MARKS WERE SET.
 KV3633'A NEW AZIMUTH WAS ESTABLISHED TO A NEW JERSEY GEODETIC SURVEY
 KV3633'MARKER WHICH WAS FOUND NEWLY ESTABLISHED TO THE NORTHEAST OF THE
 KV3633'STATION.
 KV3633'
 KV3633'THE STATION IS LOCATED ABOUT 11 AIRLINE MILES SOUTHWEST OF
 KV3633'FLEMINGTON, 4 MILES NORTHWEST OF STOCKTON AND 1-1/2 MILES EAST OF
 KV3633'THE DELEAWARE RIVER.
 KV3633'OWNERSHIP--MR. TONY ENG 212-227-1894.
 KV3633'
 KV3633'TO REACH THE STATION FROM THE POST OFFICE IN STOCKTON, GO NORTHEAST
 KV3633'ON MAIN STREET FOR 0.1 MILE TO A T-INTERSECTION, TURN LEFT AND GO
 KV3633'NORTHWEST ON STATE HIGHWAY 29 FOR 4.8 MILES TO A SIDE ROAD RIGHT,
 KV3633'TURN RIGHT AND GO NORTHEAST ON COUNTY ROUTE 519 FOR 2.0 MILES TO A
 KV3633'SIDE ROAD RIGHT AND THE STATION JUST NORTH OF THE INTERSECTION.
 KV3633'
 KV3633'THE STATION IS A STANDARD CGS DISK
 KV3633'STAMPED---TARANKO 1942---,
 KV3633'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV3633'30 CM ON SIDE PROJECTING 15 CM ABOVE GROUND.  LOCATED
 KV3633'17.37 METERS (57.0 FT) NORTHWEST FROM A POWERLINE POLE NUMBERED
 KV3633'KO1157 2,
 KV3633'17.37 METERS (57.0 FT) NORTHEAST FROM THE CENTER OF A CULVERT UNDER
 KV3633'THE DIRT ROAD,
 KV3633'12.34 METERS (40.5 FT) NORTHEAST FROM A 10 INCH CEDAR TREE,
 KV3633'10.05 METERS (33.0 FT) SOUTHEAST FROM THE CENTER OF COUNTY ROUTE
 KV3633'519 AND 0.762 METER (2.5 FT) SOUTHWEST OF A WITNESS POST.
 KV3633'
 KV3633'REFERENCE MARK NO. 3 IS A STANDARD CGS DISK
 KV3633'STAMPED---TARANKO 1942 NO 3 1980---,
 KV3633'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV3633'30 CM ON SIDE PROJECTING 30 CM ABOVE GROUND.  LOCATED
 KV3633'31.24 METERS (102.5 FT) SOUTHEAST FROM THE CENTER OF COUNTY ROUTE
 KV3633'519,
 KV3633'8.32 METERS (27.3 FT) SOUTHWEST FROM THE POWERLINE POLE NUMBERED
 KV3633'KO1157 2,
 KV3633'4.57 METERS (15.0 FT) SOUTHWEST FROM THE CENTER OF THE DIRT ROAD
 KV3633'AND 0.91 METERS (3.0 FT) WEST OF A WITNESS POST.
 KV3633'MARK IS 30 METERS BELOW THE STATION.
 KV3633'
 KV3633'REFERENCE MARK NO. 4 IS A STANDARD CGS DISK
 KV3633'STAMPED---TARANKO 1942 NO 4 1980---,
 KV3633'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV3633'30 CM ON SIDE PROJECTING 15 CM ABOVE GROUND.  LOCATED
 KV3633'9.45 METERS (31.0 FT) SOUTHWEST FROM THE 10 INCH CEDAR TREE,
 KV3633'8.69 METERS (28.5 FT) SOUTHEAST FROM THE CENTER OF COUNTY ROUTE 519,
 KV3633'5.49 METERS (18.0 FT) SOUTH FROM THE CENTER OF THE CULVERT UNDER
 KV3633'THE DIRT ROAD AND 0.61 METERS (2.0 FT) WEST OF A WITNESS
 KV3633'POST.
 KV3633'MARK IS 0.30 METERS BELOW THE STATION.
 KV3633'
 KV3633'AZIMUTH MARK NO. 2 IS A STANDARD NJGS DISK
 KV3633'STAMPED---27637---,
 KV3633'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV3633'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV3633'12.86 METERS (42.2 FT) SOUTHWEST FROM A POWERLINE POLE NUMBERED
 KV3633'H-35,
 KV3633'12.65 METERS (41.5 FT) EAST FROM A POWERLINE POLE NUMBERED RD 533,
 KV3633'16.46 METERS (54.0 FT) EAST FROM THE CENTER OF A PRIVATE DRIVE
 KV3633'LEADING SOUTH,
 KV3633'4.88 METERS (16.0 FT) SOUTH FROM THE CENTER OF TUMBLE FALLS ROAD
 KV3633'AND 2.74 METERS (9.0 FT) EAST FROM A 24 INCH OAK TREE.
 KV3633'TO REACH THE AZIMUTH FROM THE STATION,
 KV3633'GO NORTHEAST FOR .32 KM (.2 MI) ON COUNTY ROUTE 519 TO A SIDE RD
 KV3633'TURN LEFT AND GO WEST FOR .08 KM (.05 MI) ON TUMBLE FALLS ROAD TO
 KV3633'THE STATION ON THE LEFT.
 KV3633'
 KV3633'DESCRIBED BY R G POUST.
 KV3633
 KV3633                          STATION RECOVERY (1993)
 KV3633
 KV3633'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV3633'THE STATION IS LOCATED IN KINGWOOD TOWNSHIP ON THE SOUTH SIDE OF
 KV3633'COUNTY ROAD 651, BYRAM KINGWOOD ROAD.  TO REACH THE STATION FROM THE
 KV3633'INTERSECTION OF STATE ROUTE 29 AND BRIDGE STREET IN STOCKTON, GO
 KV3633'NORTH ON STATE ROUTE 29 FOR 4.6 MI (7.4 KM) TO THE INTERSECTION WITH
 KV3633'COUTNY ROAD 651 ON THE RIGHT.  TURN RIGHT AND GO 2.0 MI (3.2 KM)
 KV3633'NORTHEAST ON COUNTY ROAD 651 TO THE STATION ON THE RIGHT.  THE STATION
 KV3633'IS 10.0 M (32.8 FT) SOUTHEAST FROM CENTERLINE OF COUNTY ROAD 651,
 KV3633'10.1 M (33.1 FT) EAST FROM A 2 MILE MARKER SIGN ON THE SOUTH SIDE OF
 KV3633'COUNTY ROAD 651, 17.1 M (56.1 FT) SOUTHEAST FROM A 2 MILE MARKER SIGN
 KV3633'ON THE NORTH SIDE OF COUNTY ROAD 651 AND 0.7 M (2.3 FT) SOUTH FROM A
 KV3633'METAL WITNESS POST.  THE STATION PROJECTS ABOUT 0.2 M (0.7 FT) ABOVE
 KV3633'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1280 ***********************************************************************
 HU1280  DESIGNATION -  TAYLOR
 HU1280  PID         -  HU1280
 HU1280  STATE/COUNTY-  NJ/CAPE MAY
 HU1280  USGS QUAD   -  WILDWOOD (1972)
 HU1280
 HU1280                         *CURRENT SURVEY CONTROL
 HU1280  ___________________________________________________________________
 HU1280* NAD 83(1996)-  38 59 24.86725(N)    074 51 44.22331(W)     ADJUSTED  
 HU1280* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 HU1280  ___________________________________________________________________
 HU1280  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 HU1280  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 HU1280
 HU1280  HORZ ORDER  -  THIRD
 HU1280
 HU1280.The horizontal coordinates were established by classical geodetic methods
 HU1280.and adjusted by the National Geodetic Survey in September 1999..
 HU1280
 HU1280.The orthometric height was scaled from a topographic map.
 HU1280
 HU1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1280
 HU1280.The geoid height was determined by GEOID03.
 HU1280
 HU1280;                    North         East     Units Scale Factor Converg.
 HU1280;SPC NJ       -    17,479.594   118,615.402   MT  0.99991212   -0 13 40.6
 HU1280;SPC NJ       -    57,347.63    389,157.36   sFT  0.99991212   -0 13 40.6
 HU1280;UTM  18      - 4,315,702.625   511,926.688   MT  0.99960175   +0 05 11.9
 HU1280
 HU1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1280!SPC NJ       -   1.00000546  x   0.99991212  =   0.99991758
 HU1280!UTM  18      -   1.00000546  x   0.99960175  =   0.99960721
 HU1280
 HU1280|---------------------------------------------------------------------|
 HU1280| PID    Reference Object                     Distance      Geod. Az  |
 HU1280|                                                           dddmmss.s |
 HU1280| DC8467 TAYLOR RM 1                          12.524 METERS 04359     |
 HU1280| HU1286 DEVLEN                              APPROX. 1.6 KM 2653355.8 |
 HU1280|---------------------------------------------------------------------|
 HU1280
 HU1280                          SUPERSEDED SURVEY CONTROL
 HU1280
 HU1280  NAD 83(1991)-  38 59 24.84938(N)    074 51 44.23007(W) AD(       ) 3
 HU1280  NAD 83(1986)-  38 59 24.84505(N)    074 51 44.23195(W) AD(       ) 3
 HU1280  NAD 27      -  38 59 24.43900(N)    074 51 45.61200(W) AD(       ) 3
 HU1280
 HU1280.Superseded values are not recommended for survey control.
 HU1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1280.See file dsdata.txt to determine how the superseded data were derived.
 HU1280
 HU1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1192715703(NAD 83)
 HU1280_MARKER: DS = TRIANGULATION STATION DISK
 HU1280_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HU1280_SP_SET: TOP OF METAL PIPE IN CONCRETE
 HU1280
 HU1280  HISTORY     - Date     Condition        Report By
 HU1280  HISTORY     - 1936     MONUMENTED       CGS
 HU1280  HISTORY     - 1937     GOOD             CGS
 HU1280
 HU1280                          STATION DESCRIPTION
 HU1280
 HU1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 HU1280'LOCATED ABOUT 2 MILES NW OF THE STANDPIPE AT WILDWOOD CREST, AT
 HU1280'THE N END OF TAYLOR SOUND.  IT IS ON THE N SIDE OF THE MOUTH
 HU1280'OF A SMALL CREEK THAT MAKES OFF FROM THE SOUND IN A NW
 HU1280'DIRECTION.  THE SHORE LINE IS VERY IRREGULAR.
 HU1280'
 HU1280'STATION IS MARKED, AS DESCRIBED IN NOTE 6C, BY A STANDARD
 HU1280'DISK, STAMPED TAYLOR 1936, SET IN THE TOP OF AN 8-INCH
 HU1280'CONCRETE-FILLED TILE EXTENDING 4 INCHES ABOVE GROUND.
 HU1280'
 HU1280'REFERENCE MARK NO.1 IS MARKED, AS DESCRIBED IN NOTE 13C, BY A
 HU1280'STANDARD DISK, STAMPED NO.1 TAYLOR 1936, SET IN THE TOP OF AN
 HU1280'8-INCH CONCRETE-FILLED TILE EXTENDING 4 INCHES ABOVE GROUND.
 HU1280
 HU1280                          STATION RECOVERY (1937)
 HU1280
 HU1280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 HU1280'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5707 ***********************************************************************
 KV5707  DESIGNATION -  TAYLOR 2
 KV5707  PID         -  KV5707
 KV5707  STATE/COUNTY-  NJ/BURLINGTON
 KV5707  USGS QUAD   -  BEVERLY (1973)
 KV5707
 KV5707                         *CURRENT SURVEY CONTROL
 KV5707  ___________________________________________________________________
 KV5707* NAD 83(1996)-  40 02 19.65191(N)    074 58 38.48537(W)     ADJUSTED  
 KV5707* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5707  ___________________________________________________________________
 KV5707  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 KV5707  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV5707
 KV5707  HORZ ORDER  -  SECOND
 KV5707
 KV5707.The horizontal coordinates were established by classical geodetic methods
 KV5707.and adjusted by the National Geodetic Survey in September 1999..
 KV5707
 KV5707.The orthometric height was scaled from a topographic map.
 KV5707
 KV5707.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5707
 KV5707.The geoid height was determined by GEOID03.
 KV5707
 KV5707;                    North         East     Units Scale Factor Converg.
 KV5707;SPC NJ       -   133,930.437   109,263.709   MT  0.99992042   -0 18 25.5
 KV5707;SPC NJ       -   439,403.44    358,476.02   sFT  0.99992042   -0 18 25.5
 KV5707;SPC PA S     -    82,044.679   836,590.262   MT  0.99998518   +1 47 55.9
 KV5707;SPC PA S     -   269,174.92  2,744,713.22   sFT  0.99998518   +1 47 55.9
 KV5707;UTM  18      - 4,432,063.033   501,931.701   MT  0.99960005   +0 00 52.4
 KV5707
 KV5707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5707!SPC NJ       -   1.00000506  x   0.99992042  =   0.99992548
 KV5707!SPC PA S     -   1.00000506  x   0.99998518  =   0.99999024
 KV5707!UTM  18      -   1.00000506  x   0.99960005  =   0.99960510
 KV5707
 KV5707:                Primary Azimuth Mark                     Grid Az
 KV5707:SPC NJ       -  HAWK 2                                   011 00 53.0
 KV5707:SPC PA S     -  HAWK 2                                   008 54 31.6
 KV5707:UTM  18      -  HAWK 2                                   010 41 35.1
 KV5707
 KV5707|---------------------------------------------------------------------|
 KV5707| PID    Reference Object                     Distance      Geod. Az  |
 KV5707|                                                           dddmmss.s |
 KV5707| KV5688 HAWK 2                              APPROX. 0.6 KM 0104227.5 |
 KV5707| CB6458 TAYLOR 2 RM 1                        10.559 METERS 11220     |
 KV5707| CB6459 TAYLOR 2 RM 2                        21.708 METERS 19332     |
 KV5707| KV5706 BENSALEM G FOERD FARM E SILO        APPROX. 1.8 KM 3571816.4 |
 KV5707|---------------------------------------------------------------------|
 KV5707
 KV5707                          SUPERSEDED SURVEY CONTROL
 KV5707
 KV5707  NAD 83(1986)-  40 02 19.65080(N)    074 58 38.48598(W) AD(       ) 2
 KV5707  NAD 27      -  40 02 19.24800(N)    074 58 39.87400(W) AD(       ) 2
 KV5707
 KV5707.Superseded values are not recommended for survey control.
 KV5707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5707.See file dsdata.txt to determine how the superseded data were derived.
 KV5707
 KV5707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0193232063(NAD 83)
 KV5707
 KV5707  HISTORY     - Date     Condition        Report By
 KV5707  HISTORY     - 1911     MONUMENTED       CGS
 KV5707  HISTORY     - 1935     GOOD             CGS
 KV5707  HISTORY     - 1947     GOOD             CGS
 KV5707  HISTORY     - 19900614 MARK NOT FOUND   NJGS
 KV5707
 KV5707                          STATION DESCRIPTION
 KV5707
 KV5707'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5707'STATION IS AT RIVERSIDE, S ACROSS RANCOCAS CREEK FROM THE W END
 KV5707'OF HAWK ISLAND, 11.7 METERS SW FROM NE CURB LINE AT N END OF
 KV5707'NORMAN AVENUE, 77.5 METERS N OF NE CORNER OF A 2 1/2-STORY
 KV5707'CONCRETE HOUSE, 6.3 METERS W OF CENTER OF A LARGE STUMP, 3
 KV5707'METERS FROM HIGH WATER LINE.  MARKED ACCORDING TO NOTES 1A AND
 KV5707'7A.  NEW REFERENCE MARK NO.1, NOTE 11A, IS 6.65 METERS E OF THE
 KV5707'CENTER OF A HOLLOW STUMP, 4.9 METERS S OF A LARGE
 KV5707'STUMP.  REFERENCE MARK NO.2, NOTE 11A, IS 3.25 METERS NE OF AN
 KV5707'18-INCH TREE.
 KV5707'
 KV5707'MAIN SCHEME STATION.
 KV5707'
 KV5707'ELEVATION OF SIGNAL 1.5 METERS.
 KV5707
 KV5707                          STATION RECOVERY (1947)
 KV5707
 KV5707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5707'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE
 KV5707'EXCEPT FOR THE FOLLOWING CHANGES --
 KV5707'
 KV5707'1.  CHANGE R.M. 1 TO R.M. 3.
 KV5707'
 KV5707'2.  CHANGE R.M. 2 TO R.M. 4.
 KV5707'
 KV5707'3.  CHANGE CURB LINE TO EXTENDED CURB LINE.
 KV5707'
 KV5707'4.  AFTER HIGH WATER LINE ADD 0.8 METER S OF SMALL DITCH.
 KV5707'
 KV5707'5.  AFTER 18-INCH TREE ADD, AND 9.1 METERS INSHORE OF THE
 KV5707'HIGH-WATER LINE.
 KV5707
 KV5707                          STATION RECOVERY (1990)
 KV5707
 KV5707'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV5707'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV5707'SEARCH BY A ONE MAN PARTY.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3904 ***********************************************************************
 KV3904  DESIGNATION -  TEANECK 1933
 KV3904  PID         -  KV3904
 KV3904  STATE/COUNTY-  NJ/BERGEN
 KV3904  USGS QUAD   -  HACKENSACK (1997)
 KV3904
 KV3904                         *CURRENT SURVEY CONTROL
 KV3904  ___________________________________________________________________
 KV3904* NAD 83(1996)-  40 53 28.46118(N)    074 00 31.38181(W)     ADJUSTED  
 KV3904* NAVD 88     -        66.7    (meters)     219.     (feet)  GPS OBS   
 KV3904  ___________________________________________________________________
 KV3904  X           -   1,330,217.845 (meters)                     COMP
 KV3904  Y           -  -4,641,686.128 (meters)                     COMP
 KV3904  Z           -   4,153,323.100 (meters)                     COMP
 KV3904  LAPLACE CORR-           7.73  (seconds)                    DEFLEC99
 KV3904  ELLIP HEIGHT-          35.05  (meters)          (10/23/02) GPS OBS
 KV3904  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 KV3904
 KV3904  HORZ ORDER  -  FIRST
 KV3904  ELLP ORDER  -  FOURTH    CLASS I
 KV3904
 KV3904.The horizontal coordinates were established by GPS observations
 KV3904.and adjusted by the National Geodetic Survey in May 1999..
 KV3904
 KV3904.The orthometric height was determined by GPS observations and a
 KV3904.high-resolution geoid model.
 KV3904
 KV3904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV3904
 KV3904.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3904
 KV3904.The ellipsoidal height was determined by GPS observations
 KV3904.and is referenced to NAD 83.
 KV3904
 KV3904.The geoid height was determined by GEOID03.
 KV3904
 KV3904;                    North         East     Units Scale Factor Converg.
 KV3904;SPC NJ       -   228,586.763   191,397.976   MT  0.99992109   +0 19 17.8
 KV3904;SPC NJ       -   749,955.07    627,944.86   sFT  0.99992109   +0 19 17.8
 KV3904;SPC NY E     -   228,586.763   191,397.976   MT  0.99992109   +0 19 17.8
 KV3904;SPC NY E     -   749,955.07    627,944.86   sFT  0.99992109   +0 19 17.8
 KV3904;UTM  18      - 4,527,156.607   583,505.898   MT  0.99968583   +0 38 56.2
 KV3904
 KV3904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3904!SPC NJ       -   0.99999450  x   0.99992109  =   0.99991559
 KV3904!SPC NY E     -   0.99999450  x   0.99992109  =   0.99991559
 KV3904!UTM  18      -   0.99999450  x   0.99968583  =   0.99968033
 KV3904
 KV3904                          SUPERSEDED SURVEY CONTROL
 KV3904
 KV3904  NAD 83(1996)-  40 53 28.46112(N)    074 00 31.38187(W) AD(       ) 1
 KV3904  NAD 83(1996)-  40 53 28.46066(N)    074 00 31.38283(W) AD(       ) 1
 KV3904  NAD 83(1992)-  40 53 28.45807(N)    074 00 31.38364(W) AD(       ) 1
 KV3904  NAD 83(1986)-  40 53 28.46019(N)    074 00 31.38350(W) AD(       ) 1
 KV3904  NAD 83(1986)-  40 53 28.46246(N)    074 00 31.38006(W) AD(       ) 2
 KV3904  NAD 27      -  40 53 28.10000(N)    074 00 32.88100(W) AD(       ) 2
 KV3904
 KV3904.Superseded values are not recommended for survey control.
 KV3904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3904.See file dsdata.txt to determine how the superseded data were derived.
 KV3904
 KV3904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8350627157(NAD 83)
 KV3904_MARKER: DS = TRIANGULATION STATION DISK
 KV3904_SETTING: 0 = UNSPECIFIED SETTING
 KV3904_STAMPING: TEANECK 1933
 KV3904_MARK LOGO: CGS   
 KV3904_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3904+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1992
 KV3904
 KV3904  HISTORY     - Date     Condition        Report By
 KV3904  HISTORY     - 1933     MONUMENTED       CGS
 KV3904  HISTORY     - 1933     GOOD             CGS
 KV3904  HISTORY     - 1934     GOOD             NJGS
 KV3904  HISTORY     - 19920709 GOOD             NJGS
 KV3904
 KV3904                          STATION DESCRIPTION
 KV3904
 KV3904'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JB)
 KV3904'STATION IS LOCATED IN OPEN CUPOLA ON N END OF THE ROOF OF THE
 KV3904'TEANECK HIGH SCHOOL WHICH IS ABOUT ONE MILE SW OF THE CITY OF
 KV3904'ENGLEWOOD.
 KV3904'
 KV3904'STATION IS A STANDARD DISK ON FLOOR OF THE CUPOLA AND REFERENCE
 KV3904'MARKS ARE STANDARD DISKS SET AROUND EDGE OF COPING OF THE
 KV3904'CUPOLA.
 KV3904'
 KV3904'AZIMUTH MARK IS CROSS ON MADONNA CHURCH AT FORT LEE.
 KV3904'
 KV3904'STATION LOCATED BY SECOND ORDER ACCURACY.  UNABLE TO OCCUPY
 KV3904'STATION DUE TO UNSTABLE SUPPORTS.
 KV3904
 KV3904                          STATION RECOVERY (1933)
 KV3904
 KV3904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 KV3904'RECOVERED IN GOOD CONDITION.
 KV3904
 KV3904                          STATION RECOVERY (1934)
 KV3904
 KV3904'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1934
 KV3904'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED, IN GOOD
 KV3904'CONDITION.
 KV3904
 KV3904                          STATION RECOVERY (1992)
 KV3904
 KV3904'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV3904'THE STATION IS LOCATED IN TEANECK TOWNSHIP ON THE TOP OF THE NORTH
 KV3904'GOTHIC STYLE OPEN CUPOLA AT THE WEST SIDE OF THE ROOF OVER THE MAIN
 KV3904'ENTRANCE TO TEANECK HIGH SCHOOL.  PERMISSION TO OCCUPY THE STATION
 KV3904'AND TO GAIN ACCESS TO THE ROOF MUST BE OBTAINED FROM MR. JAMES
 KV3904'DELANEY, PRINCIPAL, 100 ELIZABETH STREET, TEANECK, NEW JERSEY 07666
 KV3904'PHONE  201 833 5400 OR MR. MICHAEL COLAMONGA, SUPERVISOR OF THE HIGH
 KV3904'SCHOOL PHONE  201 833 5522.  TO REACH THE STATION FROM THE
 KV3904'INTERSECTION OF THE EXIT RAMP FROM STATE HIGHWAY 4 AND TEANECK ROAD,
 KV3904'GO SOUTHWEST ON TEANECK ROAD FOR 0.1 MI (0.2 KM) TO THE TEE
 KV3904'INTERSECTION WITH CRANFORD PLACE ON THE RIGHT.  TURN RIGHT AND GO
 KV3904'NORTHWEST ON CRANFORD PLACE FOR 0.2 MI (0.3 KM) TO THE ENTRANCE TO A
 KV3904'PARKING LOT AT THE REAR OF THE HIGH SCHOOL BUILDING ON THE RIGHT.
 KV3904'TURN RIGHT INTO PARKING LOT AND PARK TRUCK, PROCEED TO THE MAIN
 KV3904'ENTRANCE AND THE CENTRAL OFFICE ON THE WEST SIDE OF THE SCHOOL
 KV3904'BUILDING.  THE DISK WAS FOUND ON THE TOP OF A 0.6 FT (0.2 M) SQUARE
 KV3904'BLOCK, PROJECTING 0.35 FT (0.11 M) ABOVE THE ROOF FLOOR, SET IN
 KV3904'CENTER OF THE NORTHERLY OF TWO PROMENENT OPEN CUPOLAS. A MASONRY OWL
 KV3904'TO DISCOURAGE NESTING OF VARIOUS BIRDS IS SITUATED BETWEEN THE TWO
 KV3904'CUPOLAS.  TO GAIN ACCESS TO THE ROOF GO TO THE THIRD FLOOR AND DOOR
 KV3904'NUMBER 3J2.  CLIMB LADDER TO TOP OF ROOF ON SOUTH WING OF SCHOOL,
 KV3904'THEN PROCEED NORTH TO THE MAIN SECTION OF THE SCHOOL AND THE STATION
 KV3904'ON THE CUPOLA.  THE STATION IS ABOUT 3.3 FT (1.0 M) NORTHWEST FROM
 KV3904'REFERENCE MK 1, 3.4 FT (1.0 M) NORTHEAST FROM REFERENCE MARK 2, 3.2
 KV3904'FT (1.0 M) SOUTHWEST FROM REFERENCE 3.  THERE IS AMPLE FOOTING FOR
 KV3904'CENTRAL SET UP, A 16 FT (4.9 M) SECTIONAL LADDER WAS FOUND ON THE
 KV3904'ROOF AND LASHED, BY THIS PARTY, TO THE SIDE OF THE CUPOLA FOR SCALING
 KV3904'THE BATTLEMENT TO THE SUMMIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7007 ***********************************************************************
 KV7007  DESIGNATION -  TEL HILL 1
 KV7007  PID         -  KV7007
 KV7007  STATE/COUNTY-  NJ/MONMOUTH
 KV7007  USGS QUAD   -  KEYPORT (1977)
 KV7007
 KV7007                         *CURRENT SURVEY CONTROL
 KV7007  ___________________________________________________________________
 KV7007* NAD 83(1996)-  40 23 06.06538(N)    074 10 32.15463(W)     ADJUSTED  
 KV7007* NAVD 88     -        54.3    (meters)     178.     (feet)  GPS OBS   
 KV7007  ___________________________________________________________________
 KV7007  X           -   1,326,673.524 (meters)                     COMP
 KV7007  Y           -  -4,680,755.052 (meters)                     COMP
 KV7007  Z           -   4,110,656.969 (meters)                     COMP
 KV7007  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 KV7007  ELLIP HEIGHT-          21.94  (meters)          (10/23/02) GPS OBS
 KV7007  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KV7007
 KV7007  HORZ ORDER  -  FIRST
 KV7007  ELLP ORDER  -  FOURTH    CLASS I
 KV7007
 KV7007.The horizontal coordinates were established by GPS observations
 KV7007.and adjusted by the National Geodetic Survey in May 1999..
 KV7007
 KV7007.The orthometric height was determined by GPS observations and a
 KV7007.high-resolution geoid model.
 KV7007
 KV7007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7007
 KV7007.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7007
 KV7007.The ellipsoidal height was determined by GPS observations
 KV7007.and is referenced to NAD 83.
 KV7007
 KV7007.The geoid height was determined by GEOID03.
 KV7007
 KV7007;                    North         East     Units Scale Factor Converg.
 KV7007;SPC NJ       -   172,312.429   177,542.952   MT  0.99990934   +0 12 36.7
 KV7007;SPC NJ       -   565,328.36    582,488.84   sFT  0.99990934   +0 12 36.7
 KV7007;UTM  18      - 4,470,818.077   569,974.234   MT  0.99966027   +0 32 03.0
 KV7007
 KV7007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7007!SPC NJ       -   0.99999656  x   0.99990934  =   0.99990590
 KV7007!UTM  18      -   0.99999656  x   0.99966027  =   0.99965683
 KV7007
 KV7007:                Primary Azimuth Mark                     Grid Az
 KV7007:SPC NJ       -  TEL HILL 2                               298 30 36.0
 KV7007:UTM  18      -  TEL HILL 2                               298 11 09.7
 KV7007
 KV7007|---------------------------------------------------------------------|
 KV7007| PID    Reference Object                     Distance      Geod. Az  |
 KV7007|                                                           dddmmss.s |
 KV7007| KV7008 TEL HILL 2                          APPROX. 0.8 KM 2984312.7 |
 KV7007|---------------------------------------------------------------------|
 KV7007
 KV7007                          SUPERSEDED SURVEY CONTROL
 KV7007
 KV7007  ELLIP H (05/14/99)   21.93   (m)                       GP(       ) 4 1
 KV7007  NAD 83(1992)-  40 23 06.06457(N)    074 10 32.15481(W) AD(       ) 1
 KV7007  ELLIP H (04/25/94)   21.87   (m)                       GP(       ) 3 1
 KV7007
 KV7007.Superseded values are not recommended for survey control.
 KV7007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7007.See file dsdata.txt to determine how the superseded data were derived.
 KV7007
 KV7007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6997470818(NAD 83)
 KV7007_MARKER: DD = SURVEY DISK
 KV7007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7007_SP_SET: CONCRETE POST
 KV7007_STAMPING: TEL HILL 1 1992
 KV7007_MARK LOGO: NJHA  
 KV7007_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7007+STABILITY: SURFACE MOTION
 KV7007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7007+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1993
 KV7007
 KV7007  HISTORY     - Date     Condition        Report By
 KV7007  HISTORY     - 1992     MONUMENTED       NJHA
 KV7007  HISTORY     - 19930828 GOOD             NJGS
 KV7007
 KV7007                          STATION DESCRIPTION
 KV7007
 KV7007'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1992
 KV7007'THE STATION IS LOCATED IN THE TOWNSHIP OF HOLMDEL IN A FLAT GRASS AREA
 KV7007'BEYOND THE TOP OF THE WESTERLY SLOPE OF GARDEN STATE PARKWAY
 KV7007'INTERCHANGE 116 ENTRANCE RAMP ONTO THE SOUTHBOUND LANES.  THE STATION
 KV7007'IS NEAR THE JUNCTURE OF THE RAMP AND SOUTHBOUND LOCAL LANES AT ABOUT
 KV7007'MILEPOINT 115.48.  TO REACH THE STATION FROM INTERCHANGE 116, PROCEED
 KV7007'SOUTHERLY ALONG THE SOUTHBOUND ENTRANCE RAMP FROM OPPOSIT THE NEW
 KV7007'JERSEY STATE POLICE BUILDING ON THE LEFT, 0.2 MI (0.3 KM) TO THE
 KV7007'STATION ON THE RIGHT.  THE STATION, FLUSH WITH THE GROUND, IS 59.4 FT
 KV7007'(18.1 M) SOUTHWEST FROM THE CENTER OF RAMP, 66.1 FT (20.1 M) SOUTH
 KV7007'FROM POLE NUMBER 1563 AND 105.6 FT (32.2 M) WEST NORTHWEST FROM POLE
 KV7007'NUMBER 1564.
 KV7007
 KV7007                          STATION RECOVERY (1993)
 KV7007
 KV7007'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV7007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7008 ***********************************************************************
 KV7008  DESIGNATION -  TEL HILL 2
 KV7008  PID         -  KV7008
 KV7008  STATE/COUNTY-  NJ/MONMOUTH
 KV7008  USGS QUAD   -  KEYPORT (1977)
 KV7008
 KV7008                         *CURRENT SURVEY CONTROL
 KV7008  ___________________________________________________________________
 KV7008* NAD 83(1996)-  40 23 17.84503(N)    074 11 00.27172(W)     ADJUSTED  
 KV7008* NAVD 88     -        85.3    (meters)     280.     (feet)  GPS OBS   
 KV7008  ___________________________________________________________________
 KV7008  X           -   1,325,977.720 (meters)                     COMP
 KV7008  Y           -  -4,680,732.059 (meters)                     COMP
 KV7008  Z           -   4,110,953.812 (meters)                     COMP
 KV7008  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 KV7008  ELLIP HEIGHT-          52.94  (meters)          (10/23/02) GPS OBS
 KV7008  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KV7008
 KV7008  HORZ ORDER  -  FIRST
 KV7008  ELLP ORDER  -  FOURTH    CLASS I
 KV7008
 KV7008.The horizontal coordinates were established by GPS observations
 KV7008.and adjusted by the National Geodetic Survey in May 1999..
 KV7008
 KV7008.The orthometric height was determined by GPS observations and a
 KV7008.high-resolution geoid model.
 KV7008
 KV7008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7008
 KV7008.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7008
 KV7008.The ellipsoidal height was determined by GPS observations
 KV7008.and is referenced to NAD 83.
 KV7008
 KV7008.The geoid height was determined by GEOID03.
 KV7008
 KV7008;                    North         East     Units Scale Factor Converg.
 KV7008;SPC NJ       -   172,673.333   176,878.525   MT  0.99990889   +0 12 18.5
 KV7008;SPC NJ       -   566,512.43    580,308.96   sFT  0.99990889   +0 12 18.5
 KV7008;UTM  18      - 4,471,175.130   569,307.943   MT  0.99965913   +0 31 44.9
 KV7008
 KV7008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7008!SPC NJ       -   0.99999170  x   0.99990889  =   0.99990059
 KV7008!UTM  18      -   0.99999170  x   0.99965913  =   0.99965083
 KV7008
 KV7008:                Primary Azimuth Mark                     Grid Az
 KV7008:SPC NJ       -  TEL HILL 1                               118 30 36.0
 KV7008:UTM  18      -  TEL HILL 1                               118 11 09.6
 KV7008
 KV7008|---------------------------------------------------------------------|
 KV7008| PID    Reference Object                     Distance      Geod. Az  |
 KV7008|                                                           dddmmss.s |
 KV7008| KV7007 TEL HILL 1                          APPROX. 0.8 KM 1184254.5 |
 KV7008|---------------------------------------------------------------------|
 KV7008
 KV7008                          SUPERSEDED SURVEY CONTROL
 KV7008
 KV7008  ELLIP H (05/14/99)   52.93   (m)                       GP(       ) 4 1
 KV7008  NAD 83(1992)-  40 23 17.84425(N)    074 11 00.27192(W) AD(       ) 1
 KV7008  ELLIP H (04/25/94)   52.86   (m)                       GP(       ) 3 1
 KV7008
 KV7008.Superseded values are not recommended for survey control.
 KV7008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7008.See file dsdata.txt to determine how the superseded data were derived.
 KV7008
 KV7008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6930871175(NAD 83)
 KV7008_MARKER: DD = SURVEY DISK
 KV7008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7008_SP_SET: CONCRETE POST
 KV7008_STAMPING: TEL HILL 2 1992
 KV7008_MARK LOGO: NJHA  
 KV7008_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7008+STABILITY: SURFACE MOTION
 KV7008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7008+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1993
 KV7008
 KV7008  HISTORY     - Date     Condition        Report By
 KV7008  HISTORY     - 1992     MONUMENTED       NJHA
 KV7008  HISTORY     - 19930828 GOOD             NJGS
 KV7008
 KV7008                          STATION DESCRIPTION
 KV7008
 KV7008'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1992
 KV7008'THE STATION IS LOCATED IN THE TOWNSHIP OF HOLMDEL ON THE TOP OF A HIGH
 KV7008'GENTLE GRASS SLOPE TO THE WEST OF GARDEN STATE PARKWAY INTERCHANGE
 KV7008'116 SOUTHBOUND EXIT RAMP. TO REACH THE STATION FROM THE GARDEN STATE
 KV7008'PARKWAY SOUTHBOUND EXIT AT INTERCHANGE 116, GO 0.3 MI (0.5 KM)
 KV7008'SOUTHERLY FROM THE BEGINNING OF THE RAMP TO THE STATION ON THE RIGHT.
 KV7008'THE STATION, FLUSH WITH THE GROUND, IS 204.8 FT (62.4 M) WEST FROM
 KV7008'POLE NUMBER 1538, AND 48.0 FT (14.6 M) EAST SOUTHEAST FROM A METAL
 KV7008'POST, PAINTED RED, WITH AN ALUMINUM TAG FASTENED ON, AT THE EDGE OF
 KV7008'THE BRUSH LINE.
 KV7008
 KV7008                          STATION RECOVERY (1993)
 KV7008
 KV7008'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV7008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5491 ***********************************************************************
 KV5491  DESIGNATION -  TEN MILE
 KV5491  PID         -  KV5491
 KV5491  STATE/COUNTY-  NJ/SOMERSET
 KV5491  USGS QUAD   -  MONMOUTH JUNCTION (1981)
 KV5491
 KV5491                         *CURRENT SURVEY CONTROL
 KV5491  ___________________________________________________________________
 KV5491* NAD 83(1996)-  40 24 57.82841(N)    074 36 11.22249(W)     ADJUSTED  
 KV5491* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 KV5491  ___________________________________________________________________
 KV5491  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 KV5491  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KV5491
 KV5491  HORZ ORDER  -  FIRST
 KV5491
 KV5491.The horizontal coordinates were established by classical geodetic methods
 KV5491.and adjusted by the National Geodetic Survey in September 1999..
 KV5491
 KV5491.The orthometric height was scaled from a topographic map.
 KV5491
 KV5491.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5491
 KV5491.The geoid height was determined by GEOID03.
 KV5491
 KV5491;                    North         East     Units Scale Factor Converg.
 KV5491;SPC NJ       -   175,714.010   141,248.962   MT  0.99990094   -0 04 00.7
 KV5491;SPC NJ       -   576,488.38    463,414.30   sFT  0.99990094   -0 04 00.7
 KV5491;UTM  18      - 4,474,013.464   533,671.318   MT  0.99961396   +0 15 26.3
 KV5491
 KV5491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5491!SPC NJ       -   0.99998989  x   0.99990094  =   0.99989083
 KV5491!UTM  18      -   0.99998989  x   0.99961396  =   0.99960385
 KV5491
 KV5491:                Primary Azimuth Mark                     Grid Az
 KV5491:SPC NJ       -  MANVILLE MUNICIPAL TANK                  002 44 05.5
 KV5491:UTM  18      -  MANVILLE MUNICIPAL TANK                  002 24 38.5
 KV5491
 KV5491|---------------------------------------------------------------------|
 KV5491| PID    Reference Object                     Distance      Geod. Az  |
 KV5491|                                                           dddmmss.s |
 KV5491| KV5795 MANVILLE MUNICIPAL TANK             APPROX.14.1 KM 0024004.8 |
 KV5491| KV5800 MANVILLE J MANVILLE N TWIN STK      APPROX.15.0 KM 0061709.0 |
 KV5491| KV5801 EAST MILLSTONE SOMERST RUB STK      APPROX. 9.7 KM 0095457.6 |
 KV5491| KV5799 BOUND BROOK CALCO CHEM STACK        APPROX.16.3 KM 0151304.8 |
 KV5491| KV5811 BOUND BROOK BAKELITE CO STACK       APPROX.17.4 KM 0254705.0 |
 KV5491| KV5812 BAKELITE CO WATER TANK              APPROX.17.3 KM 0255457.5 |
 KV5491| KV5412 EAST OF DAYTON SQUAT TANK           APPROX.14.2 KM 1242058.2 |
 KV5491| KV5496 AIRWAY BEACON 72 C                  APPROX. 5.5 KM 1464525.7 |
 KV5491| KV5519 TRENTON OLD PRR CAR SHOPS STK       APPROX.21.5 KM 2081940.8 |
 KV5491| KV5506 PRINCETON U CLEV HALL SE SPIRE      APPROX. 9.9 KM 2115513.0 |
 KV5491| KV5500 PRINCETON U NASSAU HALL SPIRE       APPROX. 8.9 KM 2123350.2 |
 KV5491| KV5499 PRINCETON U HOLD HALL E SPIRE       APPROX. 9.0 KM 2134719.0 |
 KV5491| KV5505 PRINCETON TRINITY CHURCH SPIRE      APPROX. 9.3 KM 2143036.0 |
 KV5491| KV5498 PRINCETON MUNICIPAL TANK            APPROX. 8.7 KM 2164635.4 |
 KV5491| KV5780 EWINGVILLE NJ ST NORM SCH TK        APPROX.21.9 KM 2214331.3 |
 KV5491| CB6462 TEN MILE RM 2                        62.990 METERS 23329     |
 KV5491| KV5503 AIRWAY BN 72 E OF MT ROSE           APPROX. 8.3 KM 2354726.4 |
 KV5491| KV5502 MT ROSE RESET                       APPROX.11.5 KM 2421621.1 |
 KV5491| KV5507 STATE VILLAGE EPILEPTICS TANK       APPROX. 7.5 KM 2681206.9 |
 KV5491| CB6461 TEN MILE RM 1                        27.230 METERS 33934     |
 KV5491| CB6460 TEN MILE AZ MK                                     3422915.8 |
 KV5491|---------------------------------------------------------------------|
 KV5491
 KV5491                          SUPERSEDED SURVEY CONTROL
 KV5491
 KV5491  NAD 83(1986)-  40 24 57.82804(N)    074 36 11.22357(W) AD(       ) 1
 KV5491  NAD 27      -  40 24 57.45000(N)    074 36 12.65700(W) AD(       ) 1
 KV5491
 KV5491.Superseded values are not recommended for survey control.
 KV5491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5491.See file dsdata.txt to determine how the superseded data were derived.
 KV5491
 KV5491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3367174013(NAD 83)
 KV5491_MARKER: DS = TRIANGULATION STATION DISK
 KV5491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5491
 KV5491  HISTORY     - Date     Condition        Report By
 KV5491  HISTORY     - 1929     MONUMENTED       CGS
 KV5491  HISTORY     - 1933     GOOD             CGS
 KV5491  HISTORY     - 1965     GOOD             CGS
 KV5491  HISTORY     - 19940507 GOOD             USPSQD
 KV5491
 KV5491                          STATION DESCRIPTION
 KV5491
 KV5491'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 KV5491'STATION IS ABOUT 5 MILES SE OF BELLE MEAD AND 2 MILES S OF
 KV5491'GRIGGSTOWN, ON LAND OWNED BY TERISKY AND ANDREW MITZKEWICH.
 KV5491'
 KV5491'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5491'DISKS SET IN CONCRETE.
 KV5491'
 KV5491'REFERENCE MARK NO.1 IS W OF N FROM THE STATION IN FENCE LINE
 KV5491'AT W EDGE OF WOODS AND NO.2 IS SW OF STATION IN THE SAME FENCE
 KV5491'LINE.  ALL MARKS PROJECT ABOUT 6 INCHES ABOVE THE SURFACE.
 KV5491'
 KV5491'THE STATION IS REACHED FROM GRIGGSTOWN BY FOLLOWING THE CANAL
 KV5491'S 1/2 MILE TO THE TEN MILE RUN ROAD.  TURN LEFT ON THIS ROAD
 KV5491'AND FOLLOW ABOUT 1-1/2 MILES TO WHERE IT MAKES A SQUARE TURN TO
 KV5491'THE S AROUND A LARGE BARN.  8 YARDS S OF THE BARN THE ROAD
 KV5491'DEFLECTS TO THE LEFT AT A POINT OF WOODS ON THE RIGHT.  THE
 KV5491'STATION IS IN THE WOOD LOT ABOUT 50 METERS S OF THE POINT
 KV5491'OF WOODS, AND 16.2 METERS W OF THE W FENCE ALONG TEN MILE
 KV5491'RUN ROAD.
 KV5491'
 KV5491'HEIGHT OF SIGNAL ABOVE STATION MARK - 27 METERS.
 KV5491
 KV5491                          STATION RECOVERY (1933)
 KV5491
 KV5491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HCW)
 KV5491'THIS STATION IS ABOUT 3 MILES NNE OF KINGSTON, ABOUT 2 MILES
 KV5491'ENE OF ROCKY HILL AND ABOUT 5 MILES SE OF BELLE MEAD.
 KV5491'
 KV5491'BOTH REFERENCE MARKS ARE ALONG THE FENCE LINE AT THE W EDGE
 KV5491'OF THE WOODS, ABOUT 78 PACES APART IN DISTANCE AND IN MAGNETIC
 KV5491'AZIMUTH FROM THE STATION AS FOLLOWS--NO.1-351 AND NO.2-266.  ALL
 KV5491'THREE MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS AND PROJECT
 KV5491'ABOUT 6 INCHES ABOVE THE GROUND.
 KV5491'
 KV5491'AN AZIMUTH MARK WAS ESTABLISHED ACCORDING TO NOTE 11B AND IS
 KV5491'ABOUT 0.15 MILE NW OF THE STATION, 83 PACES W OF THE FARMHOUSE,
 KV5491'5 PACES S OF THE CENTER LINE OF THE ROAD, 9 PACES W OF AN APPLE
 KV5491'TREE AT EDGE OF THE ROAD, 2 PACES E OF THE N AND S LINE OF TREES
 KV5491'IN ORCHARD AND PROJECTS 10 INCHES.
 KV5491'
 KV5491'TO REACH STATION FROM KINGSTON, TAKE ROUTE 27 N FROM THE
 KV5491'RAILROAD CROSSING AT THE RAILROAD STATION, 3.7 MILES OR 0.2
 KV5491'MILE BEYOND TEN MILE RUN, AND TURN SHARP LEFT ON A CONCRETE
 KV5491'ROAD LEADING SW.  FOLLOW THIS ROAD 0.45 MILE AND TURN RIGHT ON
 KV5491'A GRAVEL ROAD.  CONTINUE ON THIS ROAD 0.45 MILE TO A T-ROAD JUST
 KV5491'BEYOND A CEMETERY ON THE RIGHT.  TURN RIGHT ON THE T-ROAD (AT
 KV5491'ARROW GRIGGSTOWN 2-1/2 MILES) AND CONTINUE 0.25 MILE TO A RIGHT
 KV5491'BEND IN THE ROAD ABOUT 75 YARDS BEFORE REACHING A SHARP LEFT
 KV5491'BEND AROUND A BARN.  THERE IS A POINT OF WOODS ON THE LEFT AND A
 KV5491'BLAZED TREE.  THE STATION IS IN THE FENCED-IN WOOD LOT
 KV5491'WHICH IS OWNED BY TERISKY AND ANDREW MITZKEWICH, 94 FEET S OF
 KV5491'THE BLAZED TREE, 56 FEET W OF THE FENCE ALONG THE ROAD AND 76
 KV5491'FEET E OF A GATE LEADING TO THE OPEN FIELD.
 KV5491
 KV5491                          STATION RECOVERY (1965)
 KV5491
 KV5491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 KV5491'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND AZIMUTH
 KV5491'MARK WERE ALL RECOVERED AND FOUND TO BE IN GOOD CONDITION, WITH
 KV5491'THE EXCEPTION A PIECE HAS BEEN BROKEN OFF ONE SIDE OF THE AZIMUTH
 KV5491'MARK.
 KV5491'
 KV5491'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR STATION.  FOLLOWING ARE
 KV5491'SOME ADDITIONAL NOTES THAT MAY HELP IN ITS RECOVERY--THE STATION
 KV5491'IS IN WOODED AREA 56 PACES SOUTH OF WHERE ROAD MAKES A JOG TO
 KV5491'THE EAST, 76 FEET WEST OF CENTERLINE OF ROAD, AND WEST ACROSS
 KV5491'THE ROAD FROM THE TANGENT ALONG THE SOUTH SIDE OF A HOUSE.
 KV5491'
 KV5491'THE REFERENCE MARKS ARE AS DESCRIBED ALONG FENCE LINE AT WEST
 KV5491'EDGE OF WOODS AND ABOUT 78 PACES APART.
 KV5491'
 KV5491'THE AZIMUTH MARK IS 0.15 MILE BY ROAD NORTH-NORTHWEST FROM STATION
 KV5491'AND 0.1 MILE NORTHWEST FROM CURVE IN ROAD.  IT IS ACROSS ROAD FROM
 KV5491'A DRIVEWAY LEADING TO A DOUBLE GARAGE THAT IS IN BACK OF
 KV5491'MR. A. LEJNARS HOUSE.  IT IS ON TOP OF BANK ABOVE DITCH AND HAS A
 KV5491'PIECE OF CONCRETE CHIPPED FROM ITS SIDE.
 KV5491
 KV5491                          STATION RECOVERY (1994)
 KV5491
 KV5491'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV5491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1081 ***********************************************************************
 KV1081  TIDAL BM    -  This is a Tidal Bench Mark.
 KV1081  DESIGNATION -  TERMINAL
 KV1081  PID         -  KV1081
 KV1081  STATE/COUNTY-  NJ/MERCER
 KV1081  USGS QUAD   -  TRENTON WEST (1995)
 KV1081
 KV1081                         *CURRENT SURVEY CONTROL
 KV1081  ___________________________________________________________________
 KV1081* NAD 83(1996)-  40 11 20.34252(N)    074 45 19.86440(W)     ADJUSTED  
 KV1081* NAVD 88     -         3.429  (meters)      11.25   (feet)  ADJUSTED  
 KV1081  ___________________________________________________________________
 KV1081  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 KV1081  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV1081  DYNAMIC HT  -           3.428 (meters)      11.25  (feet)  COMP
 KV1081  MODELED GRAV-     980,184.1   (mgal)                       NAVD 88
 KV1081
 KV1081  HORZ ORDER  -  THIRD
 KV1081  VERT ORDER  -  FIRST     CLASS II
 KV1081
 KV1081.The horizontal coordinates were established by classical geodetic methods
 KV1081.and adjusted by the National Geodetic Survey in September 1999..
 KV1081.No horizontal observational check was made to the station.
 KV1081
 KV1081.The orthometric height was determined by differential leveling
 KV1081.and adjusted by the National Geodetic Survey in March 2005..
 KV1081.WARNING-Repeat measurements at this control monument indicate possible
 KV1081.vertical movement.
 KV1081
 KV1081.This Tidal Bench Mark is designated as VM 350
 KV1081.by the Center for Operational Oceanographic Products and Services.
 KV1081
 KV1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1081
 KV1081.The geoid height was determined by GEOID03.
 KV1081
 KV1081.The dynamic height is computed by dividing the NAVD 88
 KV1081.geopotential number by the normal gravity value computed on the
 KV1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1081.degrees latitude (g = 980.6199 gals.).
 KV1081
 KV1081.The modeled gravity was interpolated from observed gravity values.
 KV1081
 KV1081;                    North         East     Units Scale Factor Converg.
 KV1081;SPC NJ       -   150,527.733   128,242.777   MT  0.99990583   -0 09 53.6
 KV1081;SPC NJ       -   493,856.40    420,743.18   sFT  0.99990583   -0 09 53.6
 KV1081;SPC PA S     -    99,329.618   854,947.501   MT  0.99996988   +1 56 34.1
 KV1081;SPC PA S     -   325,883.92  2,804,940.26   sFT  0.99996988   +1 56 34.1
 KV1081;UTM  18      - 4,448,761.594   520,811.285   MT  0.99960533   +0 09 28.0
 KV1081
 KV1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1081!SPC NJ       -   1.00000464  x   0.99990583  =   0.99991047
 KV1081!SPC PA S     -   1.00000464  x   0.99996988  =   0.99997452
 KV1081!UTM  18      -   1.00000464  x   0.99960533  =   0.99960997
 KV1081
 KV1081                          SUPERSEDED SURVEY CONTROL
 KV1081
 KV1081  NAD 83(1986)-  40 11 20.34074(N)    074 45 19.86492(W) AD(       ) 3
 KV1081  NAVD 88 (06/15/91)    3.470  (m)           11.38   (f) UNKNOWN     1 1
 KV1081  NGVD 29 (01/10/92)    3.789  (m)           12.43   (f) ADJUSTED    1 1
 KV1081
 KV1081.Superseded values are not recommended for survey control.
 KV1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1081.See file dsdata.txt to determine how the superseded data were derived.
 KV1081
 KV1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2081148762(NAD 83)
 KV1081_MARKER: DD = SURVEY DISK
 KV1081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1081_SP_SET: BULKHEAD
 KV1081_MARK LOGO: USE   
 KV1081_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1081+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV1081
 KV1081  HISTORY     - Date     Condition        Report By
 KV1081  HISTORY     - 1970     MONUMENTED       DOD
 KV1081  HISTORY     - 1970     GOOD
 KV1081  HISTORY     - 1974     GOOD             NGS
 KV1081  HISTORY     - 1978     GOOD             NOS
 KV1081  HISTORY     - 19881111 POOR             NJGS
 KV1081  HISTORY     - 20020202 POOR             NJGS
 KV1081
 KV1081                          STATION DESCRIPTION
 KV1081
 KV1081'DESCRIBED 1970
 KV1081'RECOVERED IN GOOD CONDITION.
 KV1081
 KV1081                          STATION RECOVERY (1974)
 KV1081
 KV1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV1081'AT TRENTON.
 KV1081'AT TRENTON, AT THE TRENTON MARINE TERMINAL, IN THE TOP OF THE
 KV1081'CONCRETE DECK WHICH IS SOUTH OF THE SECOND BITT NORTH OF THE SOUTH
 KV1081'END OF THE BULKHEAD, ABOUT 30 YARDS NORTH OF THE SOUTH END OF THE
 KV1081'WHARF, 1.0 FOOT EAST OF THE WEST FACE OF THE WHARF.
 KV1081
 KV1081                          STATION RECOVERY (1978)
 KV1081
 KV1081'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1978
 KV1081'THE STATION IS LOCATED ON THE E SHORE OF THE DELAWARE RIVER ON THE
 KV1081'PROPERTY OF THE TRENTON MARINE TERMINAL NEAR TRENTON CHANNEL.
 KV1081'TO REACH STATION PROCEED TO THE TRENTON MARINE TERMINAL AREA.
 KV1081'STATION MARK IS A CE DISK SET FLUSH IN A CONCRETE APRON BORDERING
 KV1081'TRENTON MARINE TERMINAL DOCK AND IS NEAR THE LOWER END OF IT.  DISK IS
 KV1081'2 FT DOWNSTREAM OF SECOND MOORING CLEAT FROM LOWER END OF DOCK, AND IS
 KV1081'NEAR INSHORE EDGE OF 3 FT WIDE CONCRETE APRON.  A 12 INCH BY 12 INCH
 KV1081'TIMBER IS ALONG OUTER EDGE OF DOCK IN THIS AREA.  STATION IS IN FRONT
 KV1081'OF, AND NEAR UPPER END OF LARGE CORROGATED STEEL BUILDING.
 KV1081'RM 1 IS -+- CUT AT CENTER OF UPPER EDGE OF STEEL BASE FOR LAST MOORING
 KV1081'CLEAT DOWNSTREAM AND IS 17.4 M (57.1 FT) SE OF THE STATION.
 KV1081'RM 2 IS A -+- CUT AT CENTER OF LOWER EDGE OF STEEL BASE FOR THIRD
 KV1081'MOORING CLEAT FROM LOWER END OF DOCK AND IS 19.05 M (62.5 FT) NW OF
 KV1081'THE STATION.
 KV1081'RM 3 IS BOTTOM OF UPSTREAM, OUTER CORNER OF LARGE CORROGATED STEEL
 KV1081'BUILDING AT LOWER END OF DOCK AND IS 16.09 M (52.8 FT) NE OF THE
 KV1081'STATION.
 KV1081'RM 4 IS A -+- CUT ON CLEAT BASE JUST UPSTREAM, LOWER SIDE, AND IS 0.29
 KV1081'M (1.0 FT) FROM THE STATION.
 KV1081
 KV1081                          STATION RECOVERY (1988)
 KV1081
 KV1081'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1081'IN TRENTON, AT THE TRENTON MARINE TERMINAL, ABOUT 26 M (85.3 FT) NORTH
 KV1081'OF THE NOAA TIDAL STATION STAFF HOUSE LOCATED ABOUT 109 M (357.6 FT)
 KV1081'SOUTH OF THE SOUTH SIDE OF THE TRENTON MARINE TERMINAL BUILDING, 4.45
 KV1081'M (14.6 FT) WEST OF AN ASPHALT WALKWAY AND 0.64 M (2.1 FT) SOUTH OF
 KV1081'THE SECOND BITT NORTH OF THE BULKHEAD AND SET IN A DRILLHOLE IN THE
 KV1081'BULKHEAD, DISK HAS BEEN MARRED WITH A HAMMER.
 KV1081
 KV1081                          STATION RECOVERY (2002)
 KV1081
 KV1081'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 KV1081'RECOVERED AS DESCRIBED.
 KV1081' 
 KV1081'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3201 ***********************************************************************
 JU3201  DESIGNATION -  TERMINAL
 JU3201  PID         -  JU3201
 JU3201  STATE/COUNTY-  NJ/CAMDEN
 JU3201  USGS QUAD   -  PHILADELPHIA (1994)
 JU3201
 JU3201                         *CURRENT SURVEY CONTROL
 JU3201  ___________________________________________________________________
 JU3201* NAD 83(1996)-  39 53 17.56976(N)    075 07 59.19623(W)     ADJUSTED  
 JU3201* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3201  ___________________________________________________________________
 JU3201  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 JU3201  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU3201
 JU3201  HORZ ORDER  -  THIRD
 JU3201
 JU3201.The horizontal coordinates were established by classical geodetic methods
 JU3201.and adjusted by the National Geodetic Survey in September 1999..
 JU3201
 JU3201.The orthometric height was scaled from a topographic map.
 JU3201
 JU3201.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3201
 JU3201.The geoid height was determined by GEOID03.
 JU3201
 JU3201;                    North         East     Units Scale Factor Converg.
 JU3201;SPC NJ       -   117,295.483    95,853.450   MT  0.99993608   -0 24 21.7
 JU3201;SPC NJ       -   384,826.93    314,479.19   sFT  0.99993608   -0 24 21.7
 JU3201;SPC DE       -   209,656.433   224,253.327   MT  1.00000224   +0 10 54.6
 JU3201;SPC DE       -   687,847.81    735,737.79   sFT  1.00000224   +0 10 54.6
 JU3201;UTM  18      - 4,415,358.644   488,619.257   MT  0.99960159   -0 05 07.3
 JU3201
 JU3201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3201!SPC NJ       -   1.00000505  x   0.99993608  =   0.99994113
 JU3201!SPC DE       -   1.00000505  x   1.00000224  =   1.00000729
 JU3201!UTM  18      -   1.00000505  x   0.99960159  =   0.99960664
 JU3201
 JU3201:                Primary Azimuth Mark                     Grid Az
 JU3201:SPC NJ       -  GLOUCESTER ST MARYS CH SPIRE             047 48 25.1
 JU3201:SPC DE       -  GLOUCESTER ST MARYS CH SPIRE             047 13 08.8
 JU3201:UTM  18      -  GLOUCESTER ST MARYS CH SPIRE             047 29 10.7
 JU3201
 JU3201|---------------------------------------------------------------------|
 JU3201| PID    Reference Object                     Distance      Geod. Az  |
 JU3201|                                                           dddmmss.s |
 JU3201| JU3048 GLOUCESTER ST MARYS CH SPIRE        APPROX. 1.4 KM 0472403.4 |
 JU3201| JU3194 GLOUCESTER P AND J TANK             APPROX. 0.5 KM 0592114.8 |
 JU3201| CB3132 TERMINAL RM 2                         7.990 METERS 06150     |
 JU3201| CB3131 TERMINAL RM 1                       117.960 METERS 10727     |
 JU3201| JU3101 WASHINGTON PARK STAND USE           APPROX. 1.9 KM 2120513.7 |
 JU3201| JU3099 EAST HORSESHOE REAR RANGE           APPROX. 2.3 KM 2173603.3 |
 JU3201| JU3222 PHIL NAVY EME WAT SUP TANK          APPROX. 3.0 KM 2682806.5 |
 JU3201|---------------------------------------------------------------------|
 JU3201
 JU3201                          SUPERSEDED SURVEY CONTROL
 JU3201
 JU3201  NAD 83(1991)-  39 53 17.56483(N)    075 07 59.19799(W) AD(       ) 3
 JU3201  NAD 83(1986)-  39 53 17.56193(N)    075 07 59.19944(W) AD(       ) 3
 JU3201  NAD 27      -  39 53 17.15900(N)    075 08 00.56000(W) AD(       ) 3
 JU3201
 JU3201.Superseded values are not recommended for survey control.
 JU3201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3201.See file dsdata.txt to determine how the superseded data were derived.
 JU3201
 JU3201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8861915359(NAD 83)
 JU3201_MARKER: DS = TRIANGULATION STATION DISK
 JU3201_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU3201_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU3201
 JU3201  HISTORY     - Date     Condition        Report By
 JU3201  HISTORY     - 1925     MONUMENTED       CGS
 JU3201  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3201
 JU3201                          STATION DESCRIPTION
 JU3201
 JU3201'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3201'STATION IS LOCATED ON PIER ORIGINALLY OWNED BY PUSEY AND JONES, BUT
 JU3201'NOW OWNED BY PHILADELPHIA TIDEWATER TERMINAL.  THIS IS THE MIDDLE
 JU3201'PIER OF THE THREE OWNED BY THE TIDEWATER TERMINAL, THERE BEING A
 JU3201'SHIPWAY ON EACH SIDE OF IT SEPARATING IT FROM THE OTHERS.  THE
 JU3201'STATION IS 16.5 FEET FROM THE OUTER EDGE OF THE DOCK, 635 FEET
 JU3201'BELOW THE LOWER CORNER OF THE UPPER SHIPWAYS, AND 269 FEET ABOVE
 JU3201'UPPER CORNER OF THE LOWER SHIPWAYS.
 JU3201'
 JU3201'SURFACE MARK IS A STANDARD BRONZE DISK IN A TILE.
 JU3201'UNDERGROUND MARK IS A BLOCK OF CONCRETE BELOW THE
 JU3201'GROUND CONTAINING A STANDARD BRONZE DISK.
 JU3201'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN
 JU3201'CONCRETE, IN THE TOP OF A TILE.
 JU3201'
 JU3201'REFERENCE MARK NO.1 IS A STANDARD DISK CEMENTED IN A DRILLED HOLE
 JU3201'IN THE DOORSILL NEAR THE LOWER CORNER OF THE SECOND LONG BUILDING
 JU3201'DOWNSTREAM.
 JU3201'
 JU3201'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
 JU3201
 JU3201                          STATION RECOVERY (1946)
 JU3201
 JU3201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3201'THIS LOCALITY WAS VISITED.  BUT THE AREA OCCUPIED BY THE STATION IS
 JU3201'COVERED BY STACKS OF PULPWOOD AND BUNDLES OF RAG AND PAPER.  THE
 JU3201'STATION COULD NOT BE RECOVERED, BUT IT CAN BE ASSUMED THAT IT
 JU3201'DOES EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0196 ***********************************************************************
 JU0196  DESIGNATION -  TERRACE
 JU0196  PID         -  JU0196
 JU0196  STATE/COUNTY-  NJ/OCEAN
 JU0196  USGS QUAD   -  BEACH HAVEN (1977)
 JU0196
 JU0196                         *CURRENT SURVEY CONTROL
 JU0196  ___________________________________________________________________
 JU0196* NAD 83(1996)-  39 35 14.03098(N)    074 13 44.39192(W)     ADJUSTED  
 JU0196* NAVD 88     -         0.924  (meters)       3.03   (feet)  ADJUSTED  
 JU0196  ___________________________________________________________________
 JU0196  X           -   1,337,770.235 (meters)                     COMP
 JU0196  Y           -  -4,736,728.677 (meters)                     COMP
 JU0196  Z           -   4,042,751.029 (meters)                     COMP
 JU0196  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 JU0196  ELLIP HEIGHT-         -32.78  (meters)          (10/23/02) GPS OBS
 JU0196  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JU0196  DYNAMIC HT  -           0.924 (meters)       3.03  (feet)  COMP
 JU0196  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 JU0196
 JU0196  HORZ ORDER  -  FIRST
 JU0196  VERT ORDER  -  FIRST     CLASS I
 JU0196  ELLP ORDER  -  FOURTH    CLASS I
 JU0196
 JU0196.The horizontal coordinates were established by GPS observations
 JU0196.and adjusted by the National Geodetic Survey in May 1999..
 JU0196
 JU0196.The orthometric height was determined by differential leveling
 JU0196.and adjusted by the National Geodetic Survey in April 1997..
 JU0196
 JU0196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0196
 JU0196.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0196
 JU0196.The ellipsoidal height was determined by GPS observations
 JU0196.and is referenced to NAD 83.
 JU0196
 JU0196.The geoid height was determined by GEOID03.
 JU0196
 JU0196.The dynamic height is computed by dividing the NAVD 88
 JU0196.geopotential number by the normal gravity value computed on the
 JU0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0196.degrees latitude (g = 980.6199 gals.).
 JU0196
 JU0196.The modeled gravity was interpolated from observed gravity values.
 JU0196
 JU0196;                    North         East     Units Scale Factor Converg.
 JU0196;SPC NJ       -    83,724.035   173,278.353   MT  0.99990667   +0 10 21.7
 JU0196;SPC NJ       -   274,684.60    568,497.40   sFT  0.99990667   +0 10 21.7
 JU0196;UTM  18      - 4,382,229.394   566,207.452   MT  0.99965397   +0 29 28.8
 JU0196
 JU0196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0196!SPC NJ       -   1.00000514  x   0.99990667  =   0.99991181
 JU0196!UTM  18      -   1.00000514  x   0.99965397  =   0.99965911
 JU0196
 JU0196|---------------------------------------------------------------------|
 JU0196| PID    Reference Object                     Distance      Geod. Az  |
 JU0196|                                                           dddmmss.s |
 JU0196| AC7848 NJGPS 29 RESET                      160.800 METERS 01957     |
 JU0196| JU4318 NJGPS 29                            160.796 METERS 01958     |
 JU0196| JU0195 TERRACE RM 1                         61.707 METERS 04750     |
 JU0196| JU2671 LONG BEACH WATER WKS STANDPIPE      413.079 METERS 1044120.6 |
 JU0196| CB3134 TERRACE RM 4                                       13011     |
 JU0196| JU0197 TERRACE RM 3                         32.839 METERS 18247     |
 JU0196| JU2673 BEACH HAVEN WATER TANK              APPROX. 2.9 KM 2011328.7 |
 JU0196| JU2670 LITTLE EGG WATERWAY LIGHT 53        346.055 METERS 26736     |
 JU0196|---------------------------------------------------------------------|
 JU0196
 JU0196                          SUPERSEDED SURVEY CONTROL
 JU0196
 JU0196  ELLIP H (05/14/99)  -32.79   (m)                       GP(       ) 4 1
 JU0196  NAD 83(1986)-  39 35 14.02476(N)    074 13 44.38854(W) AD(       ) 1
 JU0196  NAD 83(1986)-  39 35 14.02569(N)    074 13 44.38940(W) AD(       ) 1
 JU0196  ELLIP H (03/31/93)  -32.84   (m)                       GP(       ) 3 2
 JU0196  NAD 83(1986)-  39 35 14.02114(N)    074 13 44.38585(W) AD(       ) 2
 JU0196  NAD 27      -  39 35 13.59420(N)    074 13 45.88580(W) AD(       ) 2
 JU0196  NAVD 88 (06/15/91)    0.986  (m)            3.23   (f) UNKNOWN     1 1
 JU0196  NGVD 29 (??/??/??)    1.368  (m)            4.49   (f) ADJUSTED    1 1
 JU0196
 JU0196.Superseded values are not recommended for survey control.
 JU0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0196.See file dsdata.txt to determine how the superseded data were derived.
 JU0196
 JU0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6620782229(NAD 83)
 JU0196_MARKER: DH = HORIZONTAL CONTROL DISK
 JU0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0196_SP_SET: CONCRETE POST
 JU0196_STAMPING: TERRACE 1932
 JU0196_MARK LOGO: CGS   
 JU0196_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0196+STABILITY: SURFACE MOTION
 JU0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0196+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1996
 JU0196
 JU0196  HISTORY     - Date     Condition        Report By
 JU0196  HISTORY     - 1932     MONUMENTED       CGS
 JU0196  HISTORY     - 1937     GOOD             NJGS
 JU0196  HISTORY     - 1962     GOOD             CGS
 JU0196  HISTORY     - 1962     GOOD             CGS
 JU0196  HISTORY     - 1964     GOOD             CGS
 JU0196  HISTORY     - 1973     GOOD             NGS
 JU0196  HISTORY     - 1984     GOOD             USPSQD
 JU0196  HISTORY     - 1988     GOOD             USPSQD
 JU0196  HISTORY     - 19900807 GOOD             NJGS
 JU0196  HISTORY     - 19930207 GOOD             NJHA
 JU0196  HISTORY     - 19950130 GOOD             NJGS
 JU0196  HISTORY     - 19960523 GOOD             NJGS
 JU0196  HISTORY     - 19960701 GOOD             NJGS
 JU0196
 JU0196                          STATION DESCRIPTION
 JU0196
 JU0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU0196'THE STATION IS ON THE SOUND AT BEACH HAVEN TERRACE.  TURN W
 JU0196'FROM THE MAIN HIGHWAY (BAY AVENUE) ON GULLIVER AVENUE AND GO TO
 JU0196'THE END AND TURN TO THE N.  THE STATION IS ABOUT 65 FEET N OF
 JU0196'END ON GULLIVER AVENUE, ON THE W SIDE OF THE ROAD RUNNING PARALLEL
 JU0196'TO THE SOUND.  IT IS 12 FEET W OF THE STREET EDGE OF THE CURB ON
 JU0196'STREET RUNNING PARALLEL TO THE SOUND.
 JU0196'
 JU0196'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU0196'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 11A, AND 11C.
 JU0196'
 JU0196'REFERENCE MARK NO.3 IS IN THE CURB ON THE SE CORNER OF END OF
 JU0196'GULLIVER AVENUE AND ROAD RUNNING PARALLEL TO THE SOUND.  IT IS
 JU0196'A FOOT BEYOND THE BEGINNING OF THE TURN OF THE CURB ON GULLIVER
 JU0196'AVENUE AND 107.90 FEET FROM THE STATION.  REFERENCE MARK NO.1
 JU0196'IS JUST INSIDE THE N EDGE OF THE N SIDEWALK ON THE STREET
 JU0196'PARALLELING GULLIVER AVENUE ON THE N.  IT IS 9.5 FEET NE OF A
 JU0196'FIRE HYDRANT AND 17.2 FEET E OF END OF THE SIDEWALK.  IT IS
 JU0196'202.55 FEET FROM THE STATION.  THE STREET THE MARK IS ON RUNS
 JU0196'E AND W PAST THE BEACH HAVEN TERRACE WATER STANDPIPE.
 JU0196'REFERENCE MARK NO.2 IS ON THE E SIDE OF THE MAIN HIGHWAY, BAY
 JU0196'AVENUE, AT THE SE CORNER OF BAY AVENUE AND TWENTY-FOURTH STREET
 JU0196'WHICH IS THE FIRST STREET N OF SPRAY BEACH GARAGE AND SPRAY
 JU0196'BEACH YACHT CLUB.  IT IS 1.4 FEET INSIDE OUTER EDGE OF
 JU0196'THE N CURB OF BAY AVENUE, AND 7.65 FEET W OF THE W EDGE OF
 JU0196'THE E SIDEWALK AND 3.65 FEET S OF THE N END OF THE FIRST
 JU0196'STRAIGHT PIECE OF CURB S OF TWENTY-FOURTH STREET ON BAY
 JU0196'AVENUE.
 JU0196'
 JU0196'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 JU0196
 JU0196                          STATION RECOVERY (1937)
 JU0196
 JU0196'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1937
 JU0196'RECOVERED IN GOOD CONDITION.  GULLIVER AVENUE NAMED IN THE
 JU0196'ORIGINAL DESCRIPTION IS NOW KNOWN AS MARYLAND AVENUE.
 JU0196'
 JU0196'REFERENCE MARK NO.2 WAS FOUND TO BE 0.5 MILE FROM THE STATION
 JU0196'INSTEAD OF 0.3 MILE AS DESCRIBED.
 JU0196
 JU0196                          STATION RECOVERY (1962)
 JU0196
 JU0196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU0196'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 JU0196'STATION IS LOCATED BETWEEN MARYLAND (FORMERLY GULLIVER) AND
 JU0196'PENNSYLVANIA AVENUES.  THE STATION MARK IS UNDER 6 INCHES OF
 JU0196'BLOWN SAND, IS 19 FEET SOUTHWEST OF AN IRON CATCHBASIN GRATING
 JU0196'IN THE ROAD AND 3 FEET WEST OF A FENCE.
 JU0196'
 JU0196'RM 1 IS AT THE WEST END OF PENNSYLVANIA AVENUE, 18 FEET EAST
 JU0196'OF THE NORTHWEST END OF THE SIDEWALK, 9.5 FEET NORTHEAST OF A FIRE
 JU0196'HYDRANT AND 2.6 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK.
 JU0196'
 JU0196'RM 3, IN THE SIDEWALK CURBING AT THE WEST END OF MARYLAND AVENUE
 JU0196'AS DESCRIBED, IS 1 FOOT SOUTH OF A CATCHBASIN GRATING IN THE GUTTER.
 JU0196'
 JU0196'RM 2 (AZIMUTH MARK) IS AS DESCRIBED AND 20 FEET SOUTHWEST OF
 JU0196'THE CONCRETE STREET MARKER AT BAY AVENUE AND 24TH STREET.
 JU0196
 JU0196                          STATION RECOVERY (1962)
 JU0196
 JU0196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU0196'NO MEASUREMENT BETWEEN R.M.S FENCE ON LINE.
 JU0196'
 JU0196'THE STATION REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 JU0196'CONDITION.  REFERENCE MARK 2 COULD NOT BE FOUND AND SHOULD BE
 JU0196'CONSIDERED LOST.  THE DISTANCE TO REFERENCE MARK 1 CHECKED.  THE
 JU0196'DISTANCE TO REFERENCE MARK 3 WAS FOUND TO BE .04 FOOT SHORTER
 JU0196'THAN THE 1932 MEASUREMENT.  THE DIRECTION BETWEEN REFERENCE MARKS
 JU0196'1 AND 3 FAILED TO CHECK BY 1 MINUTE AND 3 SECONDS LOWER VALUE.
 JU0196'
 JU0196'A REFERENCE MARK WAS ESTABLISHED AT THIS TIME.
 JU0196'
 JU0196'A NEW DESCRIPTION FOLLOWS.
 JU0196'
 JU0196'THE STATION IS LOCATED AT THE WEST EDGE OF BEACH HAVEN
 JU0196'TERRACE ON LONG BEACH ISLAND.  IT IS 3.9 FEET WEST OF A WITNESS
 JU0196'POST, 20 FEET NORTH OF THE INTERSECTION OF MARYLAND 32 AVENUE
 JU0196'AND BAY VIEW AVENUE AND 58 FEET SOUTHEAST OF THE SOUTHEAST
 JU0196'CORNER OF A HOUSE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JU0196'TERRACE 1932.
 JU0196'
 JU0196'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 72 AND LONG
 JU0196'BEACH BOULEVARD, WHERE HIGHWAY 72 ENDS ON LONG BEACH ISLAND, GO
 JU0196'SOUTHWEST ON LONG BEACH BOULEVARD FOR 3.55 MILES TO CAPE
 JU0196'COD 92 STREET.  CONTINUE SOUTHWEST ON LONG BEACH BOULEVARD FOR
 JU0196'1.6 MILES TO MARYLAND 32 AVENUE.  TURN RIGHT AND GO WESTERLY ON
 JU0196'MARYLAND AVENUE FOR 0.2 MILES TO REFERENCE MARK 4 ON THE
 JU0196'LEFT.  CONTINUE WEST ON MARYLAND AVENUE FOR 0.1 MILE TO BAY
 JU0196'VIEW AVENUE AT THE END OF MARYLAND AVENUE AND THE STATION NORTH
 JU0196'OF THE INTERSECTION.
 JU0196'
 JU0196'REFERENCE MARK 1 IS 17.9 FEET WEST OF THE WEST CORNER OF A
 JU0196'HOUSE, 9.7 FEET EAST OF A FIRE HYDRANT, 33 FEET SOUTHEAST OF THE
 JU0196'CENTERLINE OF BAY VIEW AVENUE AND 25 FEET NORTHEAST OF THE
 JU0196'CENTERLINE OF PENNSYLVANIA AVENUE.  THE MONUMENT PROJECTS 8
 JU0196'INCHES AND THE DISK IS STAMPED TERRACE NO 1 1932.
 JU0196'
 JU0196'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK CEMENTED IN
 JU0196'A DRILL HOLE IN A STREET CURB IN THE SOUTHEAST ANGLE OF THE
 JU0196'INTERSECTION OF MARYLAND AVENUE AND BAY VIEW AVENUE.  IT IS 14
 JU0196'FEET SOUTH OF THE CENTERLINE OF MARYLAND AVENUE, 30.5 FEET
 JU0196'NORTHWEST OF THE NORTHWEST CORNER OF RESIDENCE 148 MARYLAND
 JU0196'AVENUE AND 49 FEET EAST OF A WOODEN SEAWALL.  THE DISK IS FLUSH
 JU0196'AND IS STAMPED TERRACE NO 3 1932.
 JU0196'
 JU0196'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK CEMENTED
 JU0196'IN A DRILL HOLE IN THE SIDEWALK LEADING TO THE RESIDENCE OF 116
 JU0196'MARYLAND AVENUE.  IT IS 9 FEET NORTH OF THE STEPS OF THE HOUSE,
 JU0196'23 FEET SOUTH OF THE CENTERLINE OF MARYLAND AVENUE, 22.5 FEET
 JU0196'NORTHWEST OF THE NORTHEAST CORNER OF THE HOUSE AND 22.5 FEET
 JU0196'NORTHEAST OF THE NORTHWEST CORNER OF THE HOUSE.  THE DISK IS
 JU0196'FLUSH AND IS STAMPED TERRACE NO 4 1932.
 JU0196'
 JU0196'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
 JU0196
 JU0196                          STATION RECOVERY (1964)
 JU0196
 JU0196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0196'AT BEACH HAVEN TERRACE.
 JU0196'ON LONG BEACH ISLAND, AT BEACH HAVEN TERRACE, ABOUT 1.45 MILES
 JU0196'SOUTHWEST ALONG BAY AVENUE FROM THE LONG BEACH POST OFFICE, THENCE
 JU0196'ABOUT 0.3 MILE NORTHWEST ALONG MARYLAND 132 STREET, NEAR THE
 JU0196'JUNCTION OF BAYVIEW AVENUE AND MARYLAND 132 STREET, 86.0 FEET
 JU0196'NORTH OF THE CENTER OF THE JUNCTION, 82.0 FEET NORTH OF AND ACROSS
 JU0196'HIGHWAY FROM A FIRE HYDRANT, 68.0 FEET NORTHEAST OF POWER POLE 7657,
 JU0196'57.0 FEET SOUTH OF THE SOUTH CORNER OF HOUSE THAT IS ON THE
 JU0196'NORTHWEST SIDE OF BAYVIEW AVENUE, 27 FEET NORTHWEST OF THE
 JU0196'CENTER LINE OF BAYVIEW AVENUE, 2.8 FEET NORTHWEST OF A BOARD
 JU0196'FENCE AROUND HOUSE, 107.8 FEET NORTH OF TERRACE R.M. 3 DESCRIBED,
 JU0196'202.6 FEET WEST-SOUTHWEST OF TERRACE R.M. 1 DESCRIBED, 4.0
 JU0196'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 JU0196'LEVEL OF THE AVENUE AND SET IN THE TOP OF A CONCRETE POST FLUSH.
 JU0196
 JU0196                          STATION RECOVERY (1973)
 JU0196
 JU0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 JU0196'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 JU0196'CONDITION AS DESCRIBED IN THE 1962 DESCRIPTION.  REFERENCE
 JU0196'MARK TWO WAS ALSO NOT FOUND AS STATED IN THE 1962
 JU0196'DESCRIPTION.  DUE TO CONSTRUCTION EQUIPMENT, THE LINE TO
 JU0196'REFERENCE MARK FOUR COULD NOT BE OBSERVED AT THIS DATE.
 JU0196'REFERENCE MARK FOUR IS TO BE DESTROYED IN THE NEAR FUTURE BY
 JU0196'CONSTRUCTION OF A NEW SIDEWALK ON THE PROPERTY WHERE IT IS
 JU0196'LOCATED.  A NEW REFERENCE MARK WAS NOT SET TO REPLACE
 JU0196'THE ONE WHICH IS TO BE DESTROYED.  THERE WAS NO SUITABLE PLACE
 JU0196'TO ESTABLISH A NEW REFERENCE MARK.
 JU0196'
 JU0196'A SHORTER DISTANCE OF 0.12 FOOT WAS NOTED TO REFERENCE MARK
 JU0196'1.  A SHORTER DISTANCE OF 0.12 FOOT WAS NOTED TO REFERENCE MARK
 JU0196'3.  THE DIRECTION BETWEEN THE REFERENCE MARKS AND THE LONG
 JU0196'BEACH WATERWORKS STANDPIPE 1932 WERE WITHIN CLOSE AGREEMENT
 JU0196'WITH THE 1962 OBSERVATIONS.
 JU0196'
 JU0196'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU0196'AT BEACH HAVEN.
 JU0196
 JU0196                          STATION RECOVERY (1984)
 JU0196
 JU0196'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0196'RECOVERED IN GOOD CONDITION.
 JU0196
 JU0196                          STATION RECOVERY (1988)
 JU0196
 JU0196'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU0196'RECOVERED IN GOOD CONDITION.
 JU0196
 JU0196                          STATION RECOVERY (1990)
 JU0196
 JU0196'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0196'THE STATION AND REFERENCE MARKS 1 AND 3 WERE RECOVERED AT THIS DATE.
 JU0196'THE STATION IS LOCATED ON LONG BEACH ISLAND, LONG BEACH TOWNSHIP, IN
 JU0196'BEACH HAVEN TERRACE ON THE PROPERTY BELONGING TO MR. WALTER BEADLING
 JU0196'OF BEACH HAVEN TERRACE.  TO REACH THE STATION FROM THE BEACH HAVEN
 JU0196'TERRACE STANDPIPE AT THE CORNER OF NEW JERSEY STREET NUMBERED 130, GO
 JU0196'0.1 MI (0.2 KM) SOUTHWEST ON BAY AVENUE TO MARYLAND STREET NUMBERED
 JU0196'132, TURN RIGHT AND GO 0.3 MI (0.5 KM) NORTHWEST ON MARYLAND STREET
 JU0196'TO BAYVIEW AVENUE, TURN RIGHT AND GO 86 FT (26.2 M) TO THE STATION ON
 JU0196'THE LEFT AT 13114 BAYVIEW AVENUE.  THE STATION IS LOCATED 0.79 M
 JU0196'(2.59 FT) WEST NORTHWEST OF THE END OF A WHITE BOARD FENCE, 3.15 M
 JU0196'(10.33 FT) NORTHEAST OF THE EAST EDGE OF A CONCRETE DRIVEWAY, 3.34 M
 JU0196'(10.96 FT) EAST OF THE EAST CORNER OF A GARAGE AND 8.23 M (27.00 FT)
 JU0196'NORTHWEST OF THE CENTER OF THE ROAD.
 JU0196
 JU0196                          STATION RECOVERY (1993)
 JU0196
 JU0196'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 JU0196'RECOVERED IN GOOD CONDITION.
 JU0196
 JU0196                          STATION RECOVERY (1995)
 JU0196
 JU0196'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0196'RECOVERED AS DESCRIBED.
 JU0196
 JU0196                          STATION RECOVERY (1996)
 JU0196
 JU0196'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 JU0196'RECOVERED AS DESCRIBED.
 JU0196
 JU0196                          STATION RECOVERY (1996)
 JU0196
 JU0196'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU0196'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0195 ***********************************************************************
 JU0195  DESIGNATION -  TERRACE RM 1
 JU0195  PID         -  JU0195
 JU0195  STATE/COUNTY-  NJ/OCEAN
 JU0195  USGS QUAD   -  BEACH HAVEN (1977)
 JU0195
 JU0195                         *CURRENT SURVEY CONTROL
 JU0195  ___________________________________________________________________
 JU0195* NAD 83(1986)-  39 35 13.     (N)    074 13 42.     (W)     SCALED    
 JU0195* NAVD 88     -         0.876  (meters)       2.87   (feet)  ADJUSTED  
 JU0195  ___________________________________________________________________
 JU0195  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JU0195  DYNAMIC HT  -           0.875 (meters)       2.87  (feet)  COMP
 JU0195  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 JU0195
 JU0195  VERT ORDER  -  FIRST     CLASS I
 JU0195
 JU0195.The horizontal coordinates were scaled from a topographic map and have
 JU0195.an estimated accuracy of +/- 6 seconds.
 JU0195
 JU0195.The orthometric height was determined by differential leveling
 JU0195.and adjusted by the National Geodetic Survey in April 1997..
 JU0195
 JU0195.The geoid height was determined by GEOID03.
 JU0195
 JU0195.The dynamic height is computed by dividing the NAVD 88
 JU0195.geopotential number by the normal gravity value computed on the
 JU0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0195.degrees latitude (g = 980.6199 gals.).
 JU0195
 JU0195.The modeled gravity was interpolated from observed gravity values.
 JU0195
 JU0195;                    North         East    Units  Estimated Accuracy
 JU0195;SPC NJ       -    83,690.      173,340.      MT  (+/- 180 meters Scaled)
 JU0195
 JU0195                          SUPERSEDED SURVEY CONTROL
 JU0195
 JU0195  NAVD 88 (06/15/91)    0.916  (m)            3.01   (f) UNKNOWN     1 1
 JU0195  NGVD 29 (??/??/??)    1.297  (m)            4.26   (f) ADJUSTED    1 1
 JU0195
 JU0195.Superseded values are not recommended for survey control.
 JU0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0195.See file dsdata.txt to determine how the superseded data were derived.
 JU0195
 JU0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ662821(NAD 83)
 JU0195_MARKER: DR = REFERENCE MARK DISK
 JU0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0195_STAMPING: TERRACE NO 1 1932
 JU0195_MARK LOGO: CGS   
 JU0195_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0195+STABILITY: SURFACE MOTION
 JU0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0195+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1996
 JU0195
 JU0195  HISTORY     - Date     Condition        Report By
 JU0195  HISTORY     - 1932     MONUMENTED       CGS
 JU0195  HISTORY     - 1964     GOOD             CGS
 JU0195  HISTORY     - 1984     GOOD             USPSQD
 JU0195  HISTORY     - 1988     GOOD             USPSQD
 JU0195  HISTORY     - 19950130 GOOD             NJGS
 JU0195  HISTORY     - 19960701 GOOD             NJGS
 JU0195
 JU0195                          STATION DESCRIPTION
 JU0195
 JU0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0195'AT BEACH HAVEN TERRACE.
 JU0195'ON LONG BEACH ISLAND, AT BEACH HAVEN TERRACE, ABOUT 1.45 MILE
 JU0195'SOUTHWEST ALONG BAY AVENUE FROM THE LONG BEACH POST OFFICE,
 JU0195'THENCE ABOUT 0.3 MILE NOTHWEST ALONG MARYLAND 132 STREET, THENCE
 JU0195'ABOUT 0.1 MILE NORTHEAST ALONG BAYVIEW AVENUE, NEAR THE INTERSECTION
 JU0195'OF BAYVIEW AVENUE AND PENNSYLVANIA 131 AVENUE, 20.0 FEET WEST
 JU0195'OF THE WEST CORNER OF BRICK CHIMNEY OF HOUSE AT 13015 BAYVIEW
 JU0195'AVENUE, 35.0 FEET SOUTHEAST OF THE CENTER LINE OF BAYVIEW AVENUE,
 JU0195'7.5 FEET NORTHEAST OF THE NORTHEAST CURB OF PENNSYLVANIA 131
 JU0195'AVENUE, 202.6 FEET EAST-NORTHEAST OF AND THE TWO AVENUES FROM
 JU0195'STATION TERRACE DESCRIBED, 1 FOOT ABOVE THE LEVEL OF PENNSYLVANIA
 JU0195'AVENUE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 JU0195
 JU0195                          STATION RECOVERY (1984)
 JU0195
 JU0195'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0195'RECOVERED IN GOOD CONDITION.
 JU0195
 JU0195                          STATION RECOVERY (1988)
 JU0195
 JU0195'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU0195'RECOVERED IN GOOD CONDITION.
 JU0195
 JU0195                          STATION RECOVERY (1995)
 JU0195
 JU0195'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0195'RECOVERED AS DESCRIBED.
 JU0195
 JU0195                          STATION RECOVERY (1996)
 JU0195
 JU0195'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU0195'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0197 ***********************************************************************
 JU0197  DESIGNATION -  TERRACE RM 3
 JU0197  PID         -  JU0197
 JU0197  STATE/COUNTY-  NJ/OCEAN
 JU0197  USGS QUAD   -  BEACH HAVEN (1977)
 JU0197
 JU0197                         *CURRENT SURVEY CONTROL
 JU0197  ___________________________________________________________________
 JU0197* NAD 83(1986)-  39 35 13.     (N)    074 13 42.     (W)     SCALED    
 JU0197* NAVD 88     -         0.742  (meters)       2.43   (feet)  ADJUSTED  
 JU0197  ___________________________________________________________________
 JU0197  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JU0197  DYNAMIC HT  -           0.741 (meters)       2.43  (feet)  COMP
 JU0197  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 JU0197
 JU0197  VERT ORDER  -  FIRST     CLASS I
 JU0197
 JU0197.The horizontal coordinates were scaled from a topographic map and have
 JU0197.an estimated accuracy of +/- 6 seconds.
 JU0197
 JU0197.The orthometric height was determined by differential leveling
 JU0197.and adjusted by the National Geodetic Survey in April 1997..
 JU0197
 JU0197.The geoid height was determined by GEOID03.
 JU0197
 JU0197.The dynamic height is computed by dividing the NAVD 88
 JU0197.geopotential number by the normal gravity value computed on the
 JU0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0197.degrees latitude (g = 980.6199 gals.).
 JU0197
 JU0197.The modeled gravity was interpolated from observed gravity values.
 JU0197
 JU0197;                    North         East    Units  Estimated Accuracy
 JU0197;SPC NJ       -    83,690.      173,340.      MT  (+/- 180 meters Scaled)
 JU0197
 JU0197                          SUPERSEDED SURVEY CONTROL
 JU0197
 JU0197  NAVD 88 (06/15/91)    0.770  (m)            2.53   (f) UNKNOWN     1 1
 JU0197  NGVD 29 (??/??/??)    1.151  (m)            3.78   (f) ADJUSTED    1 1
 JU0197
 JU0197.Superseded values are not recommended for survey control.
 JU0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0197.See file dsdata.txt to determine how the superseded data were derived.
 JU0197
 JU0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ662821(NAD 83)
 JU0197_MARKER: DR = REFERENCE MARK DISK
 JU0197_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0197_SP_SET: CURB
 JU0197_STAMPING: TERRACE NO 3 1932
 JU0197_MARK LOGO: CGS   
 JU0197_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0197+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1996
 JU0197
 JU0197  HISTORY     - Date     Condition        Report By
 JU0197  HISTORY     - 1932     MONUMENTED       CGS
 JU0197  HISTORY     - 1964     GOOD             CGS
 JU0197  HISTORY     - 1988     GOOD             USPSQD
 JU0197  HISTORY     - 19950130 GOOD             NJGS
 JU0197  HISTORY     - 19960701 GOOD             NJGS
 JU0197
 JU0197                          STATION DESCRIPTION
 JU0197
 JU0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0197'AT BEACH HAVEN TERRACE.
 JU0197'ON LONG BEACH ISLAND, AT BEACH HAVEN TERRACE, ABOUT 1.45 MILES
 JU0197'SOUTHWEST ALONG BAY AVENUE FROM THE LONG BEACH POST OFFICE, THENCE
 JU0197'ABOUT 0.3 MILE NORTHWEST ALONG MARYLAND 132 STREET, NEAR THE
 JU0197'JUNCTION OF MARYLAND 132 STREET AND BAYVIEW AVENUE, SET IN THE
 JU0197'TOP OF THE NORTHEAST CURB OF MARYLAND 132 STREET, 30.5 FEET NORTH
 JU0197'OF THE NORTH CORNER OF THE PORCH OF HOUSE AT 148 MARYLAND 132
 JU0197'STREET, 15.0 FEET SOUTHWEST OF THE CENTER LINE OF THE STREET,
 JU0197'25.0 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE JUNCTION, 107.8
 JU0197'FEET SOUTH OF AND ACROSS BAYVIEW AVENUE FROM STATION TERRACE
 JU0197'DESCRIBED AND ABOUT LEVEL WITH THE STREET.
 JU0197
 JU0197                          STATION RECOVERY (1988)
 JU0197
 JU0197'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU0197'RECOVERED IN GOOD CONDITION.
 JU0197
 JU0197                          STATION RECOVERY (1995)
 JU0197
 JU0197'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0197'RECOVERED AS DESCRIBED.
 JU0197
 JU0197                          STATION RECOVERY (1996)
 JU0197
 JU0197'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU0197'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0198 ***********************************************************************
 JU0198  DESIGNATION -  TERRACE RM 4
 JU0198  PID         -  JU0198
 JU0198  STATE/COUNTY-  NJ/OCEAN
 JU0198  USGS QUAD   -  BEACH HAVEN (1977)
 JU0198
 JU0198                         *CURRENT SURVEY CONTROL
 JU0198  ___________________________________________________________________
 JU0198* NAD 83(1986)-  39 35 13.     (N)    074 13 44.     (W)     SCALED    
 JU0198* NAVD 88     -         0.867  (meters)       2.84   (feet)  ADJUSTED  
 JU0198  ___________________________________________________________________
 JU0198  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JU0198  DYNAMIC HT  -           0.866 (meters)       2.84  (feet)  COMP
 JU0198  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 JU0198
 JU0198  VERT ORDER  -  FIRST     CLASS I
 JU0198
 JU0198.The horizontal coordinates were scaled from a topographic map and have
 JU0198.an estimated accuracy of +/- 6 seconds.
 JU0198
 JU0198.The orthometric height was determined by differential leveling
 JU0198.and adjusted by the National Geodetic Survey in June 1991..
 JU0198
 JU0198.The geoid height was determined by GEOID03.
 JU0198
 JU0198.The dynamic height is computed by dividing the NAVD 88
 JU0198.geopotential number by the normal gravity value computed on the
 JU0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0198.degrees latitude (g = 980.6199 gals.).
 JU0198
 JU0198.The modeled gravity was interpolated from observed gravity values.
 JU0198
 JU0198;                    North         East    Units  Estimated Accuracy
 JU0198;SPC NJ       -    83,690.      173,290.      MT  (+/- 180 meters Scaled)
 JU0198
 JU0198                          SUPERSEDED SURVEY CONTROL
 JU0198
 JU0198  NGVD 29 (??/??/??)    1.248  (m)            4.09   (f) ADJUSTED    1 1
 JU0198
 JU0198.Superseded values are not recommended for survey control.
 JU0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0198.See file dsdata.txt to determine how the superseded data were derived.
 JU0198
 JU0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ662821(NAD 83)
 JU0198_MARKER: DR = REFERENCE MARK DISK
 JU0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0198_SP_SET: SIDEWALK
 JU0198_STAMPING: TERRACE NO 4 1932
 JU0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0198
 JU0198  HISTORY     - Date     Condition        Report By
 JU0198  HISTORY     - 1932     MONUMENTED       CGS
 JU0198  HISTORY     - 1964     GOOD             CGS
 JU0198  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0198  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JU0198
 JU0198                          STATION DESCRIPTION
 JU0198
 JU0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0198'AT BEACH HAVEN TERRACE.
 JU0198'ON LONG BEACH ISLAND, AT BEACH HAVEN TERRACE, 1.45 MILES SOUTHWEST
 JU0198'ALONG BAY AVENUE FROM THE LONG BEACH POST OFFICE, THENCE 0.2
 JU0198'MILE NORTHWEST ALONG MARYLAND 132 STREET, SET IN THE TOP OF THE
 JU0198'SIDEWALK OF HOUSE AT 116 MARYLAND 132 STREET, 23.0 FEET SOUTHWEST
 JU0198'OF THE CENTER LINE OF THE STREET, 22.5 FEET NORTH OF THE EAST
 JU0198'CORNER OF THE HOUSE, 9.0 FEET NORTHEAST OF THE STEPS LEADING TO
 JU0198'HOUSE AND ABOUT LEVEL WITH THE STREET.
 JU0198
 JU0198                          STATION RECOVERY (1985)
 JU0198
 JU0198'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0198'MARK NOT FOUND.
 JU0198
 JU0198                          STATION RECOVERY (1988)
 JU0198
 JU0198'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6864 ***********************************************************************
 KV6864  DESIGNATION -  TETERBORO ARP
 KV6864  PID         -  KV6864
 KV6864  STATE/COUNTY-  NJ/BERGEN
 KV6864  USGS QUAD   -  WEEHAWKEN (1995)
 KV6864
 KV6864                         *CURRENT SURVEY CONTROL
 KV6864  ___________________________________________________________________
 KV6864* NAD 83(1996)-  40 50 57.31637(N)    074 03 45.20708(W)     ADJUSTED  
 KV6864* NAVD 88     -         0.5    (meters)       2.     (feet)  GPS OBS   
 KV6864  ___________________________________________________________________
 KV6864  X           -   1,326,679.433 (meters)                     COMP
 KV6864  Y           -  -4,645,819.335 (meters)                     COMP
 KV6864  Z           -   4,149,753.879 (meters)                     COMP
 KV6864  LAPLACE CORR-           7.08  (seconds)                    DEFLEC99
 KV6864  ELLIP HEIGHT-         -31.43  (meters)          (10/23/02) GPS OBS
 KV6864  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 KV6864
 KV6864  HORZ ORDER  -  FIRST
 KV6864  ELLP ORDER  -  FOURTH    CLASS I
 KV6864
 KV6864.This mark is at Teterboro Airport (TEB)
 KV6864
 KV6864.The horizontal coordinates were established by GPS observations
 KV6864.and adjusted by the National Geodetic Survey in May 1999..
 KV6864
 KV6864.The orthometric height was determined by GPS observations and a
 KV6864.high-resolution geoid model.
 KV6864
 KV6864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6864
 KV6864.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6864
 KV6864.The ellipsoidal height was determined by GPS observations
 KV6864.and is referenced to NAD 83.
 KV6864
 KV6864.The geoid height was determined by GEOID03.
 KV6864
 KV6864;                    North         East     Units Scale Factor Converg.
 KV6864;SPC NJ       -   223,900.682   186,884.393   MT  0.99991674   +0 17 10.0
 KV6864;SPC NJ       -   734,580.82    613,136.55   sFT  0.99991674   +0 17 10.0
 KV6864;SPC NY E     -   223,900.682   186,884.393   MT  0.99991674   +0 17 10.0
 KV6864;SPC NY E     -   734,580.82    613,136.55   sFT  0.99991674   +0 17 10.0
 KV6864;UTM  18      - 4,522,445.946   579,020.216   MT  0.99967685   +0 36 47.5
 KV6864
 KV6864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6864!SPC NJ       -   1.00000493  x   0.99991674  =   0.99992167
 KV6864!SPC NY E     -   1.00000493  x   0.99991674  =   0.99992167
 KV6864!UTM  18      -   1.00000493  x   0.99967685  =   0.99968178
 KV6864
 KV6864                          SUPERSEDED SURVEY CONTROL
 KV6864
 KV6864  ELLIP H (05/14/99)  -31.42   (m)                       GP(       ) 4 1
 KV6864  NAD 83(1996)-  40 50 57.31620(N)    074 03 45.20722(W) AD(       ) 1
 KV6864  NAD 83(1996)-  40 50 57.31478(N)    074 03 45.20878(W) AD(       ) 1
 KV6864  NAD 83(1992)-  40 50 57.31366(N)    074 03 45.20955(W) AD(       ) 1
 KV6864  NAD 83(1986)-  40 50 57.31442(N)    074 03 45.20946(W) AD(       ) 1
 KV6864
 KV6864.Superseded values are not recommended for survey control.
 KV6864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6864.See file dsdata.txt to determine how the superseded data were derived.
 KV6864
 KV6864_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7902022446(NAD 83)
 KV6864_MARKER: DT = TOPOGRAPHIC STATION DISK
 KV6864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6864_SP_SET: CONCRETE POST
 KV6864_STAMPING: ARP 1956
 KV6864_MARK LOGO: CGS   
 KV6864_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6864+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2000
 KV6864
 KV6864  HISTORY     - Date     Condition        Report By
 KV6864  HISTORY     - 1956     MONUMENTED       CGS
 KV6864  HISTORY     - 19920501 GOOD             NJGS
 KV6864  HISTORY     - 19940615 GOOD             CGS
 KV6864  HISTORY     - 20000409 GOOD             PORANY
 KV6864
 KV6864                          STATION DESCRIPTION
 KV6864
 KV6864'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6864'THE STATION IS LOCATED IN THE BOROUGH OF TETERBORO ON THE GROUNDS OF
 KV6864'THE TETERBORO AIRPORT.  PERMISSION TO OCCUPY THE STATION AND TO GAIN
 KV6864'ACCESS TO THE AIRPORT MUST BE OBTAINED FROM MR. ANDREW CHIURAZZI OR
 KV6864'MR. CHARLES W. KURTZ, DIRECTOR OF FACILITIES ENGINEERING, PHONE 201
 KV6864'288 5218.  AIRPORT PERSONNEL WILL PROVIDE OFFICIAL ESCORT TO THE
 KV6864'STATION FROM THE ADMINISTRATION BUILDING.  TO REACH THE AIRPORT
 KV6864'ADMINISTRATION BUILDING FROM THE INTERSECTION OF U.S. HIGHWAY 46 AND
 KV6864'THE EXIT RAMP FROM THE GARDEN STATE PARKWAY AT INTERCHANGE 157, GO
 KV6864'EAST ON U.S. HIGHWAY 46 FOR 3.9 MI (6.3 KM) TO THE TEE JUNCTION WITH
 KV6864'INDUSTRIAL AVENUE ON THE RIGHT.  TURN RIGHT AND GO 1.2 MI (1.9 KM)
 KV6864'SOUTHWEST ON INDUSTRIAL AVENUE TO THE JUNCTION WITH RAILROAD AVENUE,
 KV6864'PASSING THE AIRPORT ON THE LEFT.  TURN LEFT AND GO 0.3 MI (0.5 KM) TO
 KV6864'A FORK IN THE ROAD AND A GATE.  BEAR TO THE LEFT AND CONTINUE FOR 0.2
 KV6864'MI (0.3 KM) TO THE JUNCTION WITH MOONACHIE AVENUE.  TURN LEFT AND GO
 KV6864'0.3 MI (0.5 KM) TO THE PAVED DRIVEWAY LEADING TO THE TETERBORO
 KV6864'AIRPORT ADMINISTRATION BUILDING, NUMBER 90 MOONACHIE AVENUE.  THE
 KV6864'STATION, NORTHWEST OF TAXIWAY E, SOUTHEAST OF RUNWAY 624, NORTHEAST
 KV6864'OF TAXIWAY F AND NORTH NORTHEAST OF THE VOR DME BUILDING, IS 49.9 M
 KV6864'(163.7 FT) NORTHWEST FROM THE CENTERLINE OF THE PAVED ROAD LEADING TO
 KV6864'THE VOR DME BUILDING, 34.5 M (113.2 FT) NORTH NORTHEAST FROM THE EAST
 KV6864'OF TWO CULVERTS ADJACENT TO THE VOR DME BUILDING, 54.3 M (178.1 FT)
 KV6864'WEST FROM A CULVERT ADJACENT TO THE ROAD LEADING TO THE VOR DME
 KV6864'BUILDING AND 69.9 M (229.3 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 KV6864'THE ELECTRIC VAULT BUILDING, A 1.5 STORY BRICK BUILDING.  THE
 KV6864'STATION, STAMPED ARP 1956, IS A STANDARD TOPOGRAPHIC STATION DISK,
 KV6864'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, WHICH IS FLUSH WITH THE
 KV6864'GROUND.
 KV6864
 KV6864                          STATION RECOVERY (1994)
 KV6864
 KV6864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1994
 KV6864'THE STATION IS LOCATED IN THE GRASS TRIANGLE FORMED BY RUNWAY 6-24,
 KV6864'THE TAXIWAY PARALLELING RUNWAY 1-19, AND AN EAST-WEST TAXIWAY, 262.4
 KV6864'FT (80.0 M) SOUTHWEST OF AN OBST LTD WINDSOCK, 252.1 FT (76.8 M)
 KV6864'SOUTHWEST OF THE SOUTHEAST CORNER OF A BUILDING, 210.0 FT (64.0 M)
 KV6864'NORTHWEST OF THE CENTER OF THE VOR, AND 157.8 FT (48.1 M) WEST OF THE
 KV6864'WEST EDGE OF A PAVED ROAD.  A STANDARD TOPO DISK STAMPED ARP 1956 AND
 KV6864'SET IN THE TOP OF A CONCRETE POST THAT IS ABOUT 1 INCH BELOW THE
 KV6864'GROUND SURFACE.
 KV6864
 KV6864                          STATION RECOVERY (2000)
 KV6864
 KV6864'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2000 (SSZ)
 KV6864'STATION IS IN AIRPORT SECURITY AREA.  PERMISSION AND ESCORT MUST BE
 KV6864'OBTAINED AT PORT AUTHORITY ADMINISTRATION BUILDING AT INTERSECTION
 KV6864'MALCOLM AVENUE AND INDUSTRIAL AVENUE IN TETERBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6643 ***********************************************************************
 KV6643  DESIGNATION -  TEWK
 KV6643  PID         -  KV6643
 KV6643  STATE/COUNTY-  NJ/HUNTERDON
 KV6643  USGS QUAD   -  CALIFON (1970)
 KV6643
 KV6643                         *CURRENT SURVEY CONTROL
 KV6643  ___________________________________________________________________
 KV6643* NAD 83(1996)-  40 42 11.13865(N)    074 46 30.38059(W)     ADJUSTED  
 KV6643* NAVD 88     -       213.3    (meters)     700.     (feet)  VERTCON   
 KV6643  ___________________________________________________________________
 KV6643  X           -   1,271,627.350 (meters)                     COMP
 KV6643  Y           -  -4,672,341.777 (meters)                     COMP
 KV6643  Z           -   4,137,600.564 (meters)                     COMP
 KV6643  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 KV6643  ELLIP HEIGHT-         179.97  (meters)          (10/23/02) GPS OBS
 KV6643  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KV6643
 KV6643  HORZ ORDER  -  SECOND
 KV6643  ELLP ORDER  -  FOURTH    CLASS I
 KV6643
 KV6643.The horizontal coordinates were established by GPS observations
 KV6643.and adjusted by the National Geodetic Survey in May 1999..
 KV6643
 KV6643.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6643
 KV6643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6643
 KV6643.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6643
 KV6643.The ellipsoidal height was determined by GPS observations
 KV6643.and is referenced to NAD 83.
 KV6643
 KV6643.The geoid height was determined by GEOID03.
 KV6643
 KV6643;                    North         East     Units Scale Factor Converg.
 KV6643;SPC NJ       -   207,615.546   126,752.688   MT  0.99990665   -0 10 45.9
 KV6643;SPC NJ       -   681,152.00    415,854.44   sFT  0.99990665   -0 10 45.9
 KV6643;UTM  18      - 4,505,822.854   518,998.580   MT  0.99960444   +0 08 48.0
 KV6643
 KV6643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6643!SPC NJ       -   0.99997177  x   0.99990665  =   0.99987842
 KV6643!UTM  18      -   0.99997177  x   0.99960444  =   0.99957622
 KV6643
 KV6643                          SUPERSEDED SURVEY CONTROL
 KV6643
 KV6643  ELLIP H (05/14/99)  179.98   (m)                       GP(       ) 4 1
 KV6643  NAD 83(1986)-  40 42 11.13747(N)    074 46 30.38021(W) AD(       ) 2
 KV6643  NGVD 29 (10/04/91)  213.6    (m)          701.     (f) GPS OBS        
 KV6643
 KV6643.Superseded values are not recommended for survey control.
 KV6643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6643.See file dsdata.txt to determine how the superseded data were derived.
 KV6643
 KV6643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1899905823(NAD 83)
 KV6643_MARKER: DS = TRIANGULATION STATION DISK
 KV6643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6643_SP_SET: CONCRETE POST
 KV6643_STAMPING: TEWK 1990
 KV6643_MARK LOGO: NJGS  
 KV6643_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6643+STABILITY: SURFACE MOTION
 KV6643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6643+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2006
 KV6643
 KV6643  HISTORY     - Date     Condition        Report By
 KV6643  HISTORY     - 1990     MONUMENTED       NJGS
 KV6643  HISTORY     - 20060111 GOOD             AASCO
 KV6643
 KV6643                          STATION DESCRIPTION
 KV6643
 KV6643'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1990
 KV6643'THE STATION IS LOCATED IN TEWKSBURY TOWNSHIP, ON THE SOUTHWEST SIDE OF
 KV6643'OLD TURNPIKE ROAD, COUNTY ROAD 517, AT THE NORTHEAST EDGE OF THE
 KV6643'SOUTHERN BASEBALL DIAMOND BEHIND THE OLD TURNPIKE MIDDLE SCHOOL, JUST
 KV6643'SOUTH OF SAWMILL ROAD IN LOWER FAIRMOUNT BOROUGH.  TO REACH THE
 KV6643'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY I 78, EXIT 24, AND
 KV6643'OLDWICK ROAD, COUNTY ROAD 523, IN THE SOUTHERN PART OF TEWKSBURY
 KV6643'TOWNSHIP, GO 1.6 KM (0.99 MI) NORTH ON ROUTE 523 TO ITS JUNCTION WITH
 KV6643'LAMINGTON ROAD, COUNTY ROAD 523, WHICH TURNS TO THE EAST, AND OLD
 KV6643'TURNPIKE ROAD, COUNTY ROAD 517, IN OLDWICK, CONTINUE 6.0 KM
 KV6643'(3.73 MI) NORTH ON ROUTE 517 TO THE SCHOOL AND THE STATION ON THE
 KV6643'LEFT.  THE STATION IS 21.4 M (70.21 FT) WEST OF THE CENTER OF A
 KV6643'MEMORIAL ROCK AT THE BALL FIELD, 48.4 M (158.79 FT) WEST SOUTHWEST OF
 KV6643'THE SOUTHWEST CORNER OF THE GYMNASIUM, 6.0 M (19.68 FT) NORTH
 KV6643'NORTHWEST OF THE RANGE OF THE SOUTHEAST WALL OF THE GYMNASIUM, 29.1 M
 KV6643'(95.47 FT) NORTHEAST OF THE CENTER OF THE PITCHERS MOUND, AND 29.0 M
 KV6643'(95.14 FT) NORTH OF HOME PLATE.  THE STATION IS FLUSH WITH THE
 KV6643'GROUND.
 KV6643
 KV6643                          STATION RECOVERY (2006)
 KV6643
 KV6643'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV6643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5832 ***********************************************************************
 KV5832  DESIGNATION -  THOMAS
 KV5832  PID         -  KV5832
 KV5832  STATE/COUNTY-  NJ/WARREN
 KV5832  USGS QUAD   -  WASHINGTON (1976)
 KV5832
 KV5832                         *CURRENT SURVEY CONTROL
 KV5832  ___________________________________________________________________
 KV5832* NAD 83(1996)-  40 46 59.25875(N)    074 56 30.85001(W)     ADJUSTED  
 KV5832* NAVD 88     -       311.     (meters)    1020.     (feet)  SCALED    
 KV5832  ___________________________________________________________________
 KV5832  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 KV5832  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KV5832
 KV5832  HORZ ORDER  -  SECOND
 KV5832
 KV5832.The horizontal coordinates were established by classical geodetic methods
 KV5832.and adjusted by the National Geodetic Survey in September 1999..
 KV5832
 KV5832.The orthometric height was scaled from a topographic map.
 KV5832
 KV5832.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5832
 KV5832.The geoid height was determined by GEOID03.
 KV5832
 KV5832;                    North         East     Units Scale Factor Converg.
 KV5832;SPC NJ       -   216,559.832   112,702.504   MT  0.99991712   -0 17 19.2
 KV5832;SPC NJ       -   710,496.72    369,758.13   sFT  0.99991712   -0 17 19.2
 KV5832;SPC PA S     -   164,748.618   836,986.928   MT  0.99997630   +1 49 18.7
 KV5832;SPC PA S     -   540,512.76  2,746,014.61   sFT  0.99997630   +1 49 18.7
 KV5832;UTM  18      - 4,514,684.227   504,902.046   MT  0.99960030   +0 02 16.6
 KV5832
 KV5832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5832!SPC NJ       -   0.99995649  x   0.99991712  =   0.99987362
 KV5832!SPC PA S     -   0.99995649  x   0.99997630  =   0.99993279
 KV5832!UTM  18      -   0.99995649  x   0.99960030  =   0.99955681
 KV5832
 KV5832|---------------------------------------------------------------------|
 KV5832| PID    Reference Object                     Distance      Geod. Az  |
 KV5832|                                                           dddmmss.s |
 KV5832| CB6464 THOMAS RM 1                          24.536 METERS 06524     |
 KV5832| CB6463 THOMAS AZ MK                                       1362140.5 |
 KV5832| CB6465 THOMAS RM 2                          18.350 METERS 17208     |
 KV5832|---------------------------------------------------------------------|
 KV5832
 KV5832                          SUPERSEDED SURVEY CONTROL
 KV5832
 KV5832  NAD 83(1986)-  40 46 59.25742(N)    074 56 30.85202(W) AD(       ) 2
 KV5832  NAD 27      -  40 46 58.90000(N)    074 56 32.23900(W) AD(       ) 2
 KV5832
 KV5832.Superseded values are not recommended for survey control.
 KV5832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5832.See file dsdata.txt to determine how the superseded data were derived.
 KV5832
 KV5832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0490214684(NAD 83)
 KV5832_MARKER: DS = TRIANGULATION STATION DISK
 KV5832_SETTING: 80 = SET IN A BOULDER
 KV5832_SP_SET: IN DRILL HOLE IN A BOULDER
 KV5832_STAMPING: THOMAS 1942
 KV5832_MARK LOGO: CGS   
 KV5832_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5832+STABILITY: SURFACE MOTION
 KV5832_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5832+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1992
 KV5832
 KV5832  HISTORY     - Date     Condition        Report By
 KV5832  HISTORY     - 1942     MONUMENTED       CGS
 KV5832  HISTORY     - 1942     GOOD             CGS
 KV5832  HISTORY     - 19920925 SEE DESCRIPTION  NJGS
 KV5832
 KV5832                          STATION DESCRIPTION
 KV5832
 KV5832'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV5832'THE STATION IS ON A TIMBERED HILL ABOUT 2-1/2 MILES NE OF
 KV5832'WASHINGTON, ON LAND OWNED BY ROY B. THOMAS.  SURFACE MARK IS A
 KV5832'STANDARD DISK SET FLUSH IN A DRILL HOLE IN A BOULDER ABOUT 4 BY 6
 KV5832'FEET, ABOUT 2 FEET HIGH AT THE HIGHEST PART OF THE HILL AND IN THE
 KV5832'CENTER OF 3 TREES WITH TRIANGULAR BLAZES AND IS STAMPED THOMAS
 KV5832'1942.
 KV5832'
 KV5832'REFERENCE MARK NO. 1, A STANDARD DISK, IS NE OF THE STATION SET
 KV5832'FLUSH IN A DRILL HOLE IN A BOULDER ABOUT 14 BY 10 FEET AND ABOUT
 KV5832'3 FEET HIGH, AND IS STAMPED THOMAS NO.1 1942.
 KV5832'
 KV5832'REFERENCE MARK NO. 2, A STANDARD DISK, IS S OF THE STATION SET
 KV5832'FLUSH IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 6 BY 8 FEET AND
 KV5832'PROJECTS ABOUT 2 FEET AND IS STAMPED THOMAS NO.2 1942.
 KV5832'
 KV5832'THE AZIMUTH MARK, A STANDARD DISK, IS ABOUT 0.35 MILE SE OF THE
 KV5832'STATION SET FLUSH IN A DRILL HOLE IN A BOULDER ABOUT 2 FEET HIGH
 KV5832'AND IN A HAY MEADOW, ABOUT 250 YARDS SW OF THE LAST BARN PASSED
 KV5832'ENROUTE TO THE STATION, ABOUT 20 FEET N OF A STONE FENCE, AND IS
 KV5832'STAMPED THOMAS 1942.
 KV5832'
 KV5832'TO REACH THE STATION FROM WASHINGTON GO E FROM THE TRAFFIC CIRCLE
 KV5832'ON STATE HIGHWAY S-24 FOR 3.5 MILES TO A ROAD LEFT AS PER
 KV5832'SIGN PORT MURRAY.  TURN LEFT AND GO 0.8 MILE TO A PAVED STREET
 KV5832'LEFT ABOUT 50 YARDS AFTER CROSSING RAILROAD OVERPASS.  TURN LEFT
 KV5832'AND GO 0.3 MILE TO RESIDENCE OF MR. THOMAS.  CONTINUE STRAIGHT
 KV5832'AHEAD PASSING THROUGH 3 WOVEN WIRE GATES TO A BARN.  (AZIMUTH
 KV5832'MARK 250 YARDS SW.) TURN RIGHT UP LANE FOR 0.15 MILE TO
 KV5832'ANOTHER WOVEN WIRE GATE.  PASS THROUGH GATE AND GO 0.2 MILE TO
 KV5832'A TRIANGULAR BLAZED 2-PRONG 10-INCH OAK TREE ON THE
 KV5832'RIGHT.  THE STATION IS ABOUT 400 FEET NORTHERLY AT THE
 KV5832'SUMMIT OF THE HILL.
 KV5832'
 KV5832'A 50-FOOT TOWER WILL SEE A 6-FOOT LIGHT AT WASHINGTON.
 KV5832'
 KV5832'A 50-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT MONTANA 1877.
 KV5832'
 KV5832'A 50-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT SMITH 1935.
 KV5832'
 KV5832'A 50-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT DANVILLE 2
 KV5832'(N.J.G.S. 1938).
 KV5832
 KV5832                          STATION RECOVERY (1942)
 KV5832
 KV5832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 KV5832'RECOVERED IN GOOD CONDITION.
 KV5832
 KV5832                          STATION RECOVERY (1992)
 KV5832
 KV5832'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV5832'THE STATION WAS NOT SEARCHED FOR AS CONSIDERABLE IMPROVEMENTS HAVE
 KV5832'BEEN MADE TO THE AREA SINCE THE ORIGINAL DESCRIPTION.  NO ORIGINAL
 KV5832'CALLS EXIST IN ORDER TO REACH THE SUMMIT OF THE HILL AND PRIVATE
 KV5832'ACCESS PREVENTS FURTHER INVESTIGATION WITHOUT PRIOR PERMISSION TO
 KV5832'TRAVERSE THE LAND.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5835 ***********************************************************************
 KV5835  DESIGNATION -  THOMPSON
 KV5835  PID         -  KV5835
 KV5835  STATE/COUNTY-  NJ/WARREN
 KV5835  USGS QUAD   -  BLAIRSTOWN (1971)
 KV5835
 KV5835                         *CURRENT SURVEY CONTROL
 KV5835  ___________________________________________________________________
 KV5835* NAD 83(1996)-  40 56 41.05641(N)    074 59 41.83245(W)     ADJUSTED  
 KV5835* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 KV5835  ___________________________________________________________________
 KV5835  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 KV5835  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KV5835
 KV5835  HORZ ORDER  -  SECOND
 KV5835
 KV5835.The horizontal coordinates were established by classical geodetic methods
 KV5835.and adjusted by the National Geodetic Survey in September 1999..
 KV5835
 KV5835.The orthometric height was scaled from a topographic map.
 KV5835
 KV5835.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5835
 KV5835.The geoid height was determined by GEOID03.
 KV5835
 KV5835;                    North         East     Units Scale Factor Converg.
 KV5835;SPC NJ       -   234,529.096   108,326.331   MT  0.99992137   -0 19 27.7
 KV5835;SPC NJ       -   769,450.88    355,400.64   sFT  0.99992137   -0 19 27.7
 KV5835;SPC PA S     -   182,545.659   831,951.433   MT  0.99999663   +1 47 14.8
 KV5835;SPC PA S     -   598,901.88  2,729,493.99   sFT  0.99999663   +1 47 14.8
 KV5835;SPC PA N     -    90,097.235   831,948.556   MT  0.99999066   +1 49 21.3
 KV5835;SPC PA N     -   295,594.01  2,729,484.55   sFT  0.99999066   +1 49 21.3
 KV5835;UTM  18      - 4,532,622.485   500,424.776   MT  0.99960000   +0 00 11.9
 KV5835
 KV5835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5835!SPC NJ       -   0.99996932  x   0.99992137  =   0.99989069
 KV5835!SPC PA S     -   0.99996932  x   0.99999663  =   0.99996595
 KV5835!SPC PA N     -   0.99996932  x   0.99999066  =   0.99995998
 KV5835!UTM  18      -   0.99996932  x   0.99960000  =   0.99956933
 KV5835
 KV5835|---------------------------------------------------------------------|
 KV5835| PID    Reference Object                     Distance      Geod. Az  |
 KV5835|                                                           dddmmss.s |
 KV5835| CB6467 THOMPSON RM 1                                      13602     |
 KV5835| CB6468 THOMPSON RM 2                                      22047     |
 KV5835| CB6466 THOMPSON AZ MK                                     2303140.4 |
 KV5835|---------------------------------------------------------------------|
 KV5835
 KV5835                          SUPERSEDED SURVEY CONTROL
 KV5835
 KV5835  NAD 83(1986)-  40 56 41.05521(N)    074 59 41.83316(W) AD(       ) 2
 KV5835  NAD 27      -  40 56 40.70600(N)    074 59 43.20900(W) AD(       ) 2
 KV5835
 KV5835.Superseded values are not recommended for survey control.
 KV5835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5835.See file dsdata.txt to determine how the superseded data were derived.
 KV5835
 KV5835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0042532622(NAD 83)
 KV5835_MARKER: DS = TRIANGULATION STATION DISK
 KV5835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5835_SP_SET: CONCRETE POST
 KV5835_STAMPING: THOMPSON 1942
 KV5835_MARK LOGO: CGS   
 KV5835_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5835+STABILITY: SURFACE MOTION
 KV5835_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5835+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1992
 KV5835
 KV5835  HISTORY     - Date     Condition        Report By
 KV5835  HISTORY     - 1942     MONUMENTED       CGS
 KV5835  HISTORY     - 1942     GOOD             CGS
 KV5835  HISTORY     - 19920924 GOOD             NJGS
 KV5835
 KV5835                          STATION DESCRIPTION
 KV5835
 KV5835'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV5835'STATION IS ABOUT 3.5 MILES SW OF THE TOWN OF BLAIRESTOWN, ON
 KV5835'PROPERTY OWNED BY ALBERT THOMPSON.  IT IS ON ABOUT THE HIGHEST POINT
 KV5835'IN THE VICINITY, 10 FEET NE OF THE FENCE CORNER AND A TELEPHONE
 KV5835'POLE, 7 FEET ENE OF THE SE-NW FENCE LINE, AND 4.0 FEET SE OF THE
 KV5835'SW-NE FENCE LINE.  IT IS STAMPED THOMPSON 1942 AND PROJECTS ABOUT
 KV5835'4 INCHES.
 KV5835'
 KV5835'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 KV5835'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 KV5835'
 KV5835'REFERENCE MARK NO.1 IS SE OF THE STATION, ON THE NE SIDE OF
 KV5835'THE FENCE AND 30 FEET NW OF A TELEPHONE POLE.  IT IS A STANDARD
 KV5835'DISK SET FLUSH IN 3- BY 1-FOOT BOULDER THAT PROJECTS ABOUT 18
 KV5835'INCHES.  IT IS STAMPED THOMPSON NO.1 1942.
 KV5835'
 KV5835'REFERENCE MARK NO.2 IS SW OF THE STATION, IN AN OPEN PASTURE
 KV5835'ON THE SW SLOPE OF THE RIDGE.  AS WELL AS COULD BE ASCERTAINED THE
 KV5835'PROPERTY ON THIS SIDE OF THE FENCE IS OWNED BY HIRAM JONES.  IT
 KV5835'IS A STANDARD DISK SET FLUSH IN A 2-BY 4-FOOT BOULDER THAT
 KV5835'PROJECTS ABOUT 18 INCHES.  IT IS STAMPED THOMPSON NO.2 1942.
 KV5835'
 KV5835'THE AZIMUTH MARK IS ABOUT 1 MILE SW OF THE STATION, IN A FENCE
 KV5835'LINE, 36 FEET W OF THE FENCE CORNER, 20 FEET NE OF THE CENTER
 KV5835'OF THE MACADAM ROAD, AT THE INTERSECTION OF A GRAVEL ROAD AND THE
 KV5835'MACADAM ROAD.  IT IS STAMPED THOMPSON 1942 AND PROJECTS ABOUT 4
 KV5835'INCHES.
 KV5835'
 KV5835'TO REACH FROM THE STATION RETURN TO THE MACADAM ROAD, TURN
 KV5835'RIGHT AND GO 0.2 MILE TO A GRAVEL ROAD LEADING OFF TO THE LEFT AND
 KV5835'THE MARK ON THE RIGHT.
 KV5835'
 KV5835'TO REACH THE STATION FROM THE E END OF THE COVERED BRIDGE IN
 KV5835'COLUMBIA GO EASTERLY ON STATE HIGHWAY 8 FOR 5.35 MILES TO A
 KV5835'CROSSROADS AT WALNUT VALLEY, TURN RIGHT AND GO EASTERLY AS PER SIGN
 KV5835'VAIL FOR 0.9 MILE TO A Y IN THE SMALL SETTLEMENT OF VAIL, KEEP
 KV5835'LEFT THROUGH UNDERPASS AND GO 0.9 MILE TO A REVERSE Y, KEEP RIGHT
 KV5835'FOR 0.75 MILE TO A FORK, KEEP LEFT AND GO 0.9 MILE TO AN
 KV5835'IMPROVED FARM ROAD AND SIGN SUNSET FARMS ON THE LEFT, TURN LEFT
 KV5835'AND GO 0.35 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.5 MILE
 KV5835'TO END OF THE IMPROVED ROAD AND A GATE, PASS THROUGH GATE AND
 KV5835'GO 0.25 MILE TO A PASTURE, DRIVE ACROSS PASTURE FOR 0.1 MILE TO
 KV5835'THE HIGHEST POINT AND THE STATION.
 KV5835'
 KV5835'A 37-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT STATION KRECH
 KV5835'(N.J.G.S. 1938).
 KV5835'
 KV5835'A 37-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION GIBBS.
 KV5835'
 KV5835'A 37-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT STATION STUYVESANT
 KV5835'1935.
 KV5835'
 KV5835'A 37-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT STATION DANVILLE 2
 KV5835'(N.J.G.S. 1938).
 KV5835
 KV5835                          STATION RECOVERY (1942)
 KV5835
 KV5835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 KV5835'RECOVERED IN GOOD CONDITION.
 KV5835
 KV5835                          STATION RECOVERY (1992)
 KV5835
 KV5835'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV5835'THE STATION IS LOCATED IN BLAIRSTOWN TOWNSHIP AT THE SOUTHWEST
 KV5835'PROPERTY CORNER OF NUMBER 54 HOAGLAND ROAD.  TO REACH THE STATION
 KV5835'FROM THE INTERSECTION OF INTERSTATE HIGHWAY 80 AND COUNTY ROAD 521 AT
 KV5835'INTERCHANGE 12 IN HOPE TOWNSHIP, GO NORTH NORTHEAST ON COUNTY 521 FOR
 KV5835'2.6 MI (4.2 KM) TO THE TEE JUNCTION WITH UNION BRICK ROAD ON THE
 KV5835'LEFT.  TURN LEFT AND GO WEST THEN SOUTHWEST ON UNION BRICK ROAD FOR
 KV5835'1.30 MI (2.09 KM) TO THE TEE JUNCTION WITH HOAGLAND ROAD ON THE
 KV5835'RIGHT.  TURN RIGHT AND GO 0.35 MI (0.56 KM) NORTHWEST ON HOAGLAND
 KV5835'ROAD TO THE TEE JUNCTION WITH BELCHER ROAD ON THE RIGHT AND THE
 KV5835'CONTINUATION OF HOAGLAND ROAD ON THE LEFT.  TURN LEFT AND GO 0.50 MI
 KV5835'(0.80 KM) SOUTHWEST ON HOAGLAND ROAD TO A SHARP CURVE BEARING TO THE
 KV5835'RIGHT, CONTINUE AROUND THE CURVE AND GO NORTHWEST FOR 0.45 MI
 KV5835'(0.72 KM) TO THE PAVED ENTRANCE DRIVE FOR NUMBER 54 HOAGLAND ROAD ON
 KV5835'THE LEFT.  TURN LEFT AND GO 0.2 MI (0.3 KM) ON THE PAVED DRIVE TO THE
 KV5835'HOUSE AND THE STATION ON THE RIGHT AT THE SOUTHWEST CORNER OF THE
 KV5835'PROPERTY AT THE JUNCTION OF SEVERAL TREE AND FENCE LINES.  THE
 KV5835'STATION CAN ALSO BE REACHED BY GOING 0.10 MI (0.16 KM) NORTHWEST
 KV5835'ALONG HOAGLAND ROAD FROM THE SHARP CURVE TO HOUSE NUMBER 64 AND AN
 KV5835'UNCULTIVATED FIELD ON THE LEFT.  PARK TRUCK AND PACK WEST ALONG THE
 KV5835'SOUTH PROPERTY LINE OF HOUSE NUMBER 64 FOR ABOUT 0.25 MI (0.40 KM) TO
 KV5835'A NORTHWEST SOUTHEAST TREE LINE AND THE STATION AHEAD AT THE
 KV5835'INTERSECTION OF TWO TREE LINES.  THE REFERENCE MARKS WERE NOT
 KV5835'SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4140 ***********************************************************************
 KV4140  DESIGNATION -  THREAD 1913
 KV4140  PID         -  KV4140
 KV4140  STATE/COUNTY-  NJ/ESSEX
 KV4140  USGS QUAD   -  ORANGE (1981)
 KV4140
 KV4140                         *CURRENT SURVEY CONTROL
 KV4140  ___________________________________________________________________
 KV4140* NAD 83(1996)-  40 45 10.71737(N)    074 09 58.05740(W)     ADJUSTED  
 KV4140* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4140  ___________________________________________________________________
 KV4140  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 KV4140  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV4140
 KV4140  HORZ ORDER  -  THIRD
 KV4140
 KV4140.The horizontal coordinates were established by classical geodetic methods
 KV4140.and adjusted by the National Geodetic Survey in September 1999..
 KV4140
 KV4140.The orthometric height was scaled from a topographic map.
 KV4140
 KV4140.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4140
 KV4140.The geoid height was determined by GEOID03.
 KV4140
 KV4140;                    North         East     Units Scale Factor Converg.
 KV4140;SPC NJ       -   213,171.655   178,192.279   MT  0.99990978   +0 13 04.6
 KV4140;SPC NJ       -   699,380.67    584,619.17   sFT  0.99990978   +0 13 04.6
 KV4140;SPC NY L     -    65,120.701   285,970.877   MT  0.99999633   -0 06 31.2
 KV4140;SPC NY L     -   213,650.17    938,222.79   sFT  0.99999633   -0 06 31.2
 KV4140;UTM  18      - 4,511,670.158   570,391.537   MT  0.99966099   +0 32 39.7
 KV4140
 KV4140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4140!SPC NJ       -   1.00000464  x   0.99990978  =   0.99991442
 KV4140!SPC NY L     -   1.00000464  x   0.99999633  =   1.00000097
 KV4140!UTM  18      -   1.00000464  x   0.99966099  =   0.99966563
 KV4140
 KV4140:                Primary Azimuth Mark                     Grid Az
 KV4140:SPC NJ       -  CEMETERY                                 015 55 17.5
 KV4140:SPC NY L     -  CEMETERY                                 016 14 53.3
 KV4140:UTM  18      -  CEMETERY                                 015 35 42.4
 KV4140
 KV4140|---------------------------------------------------------------------|
 KV4140| PID    Reference Object                     Distance      Geod. Az  |
 KV4140|                                                           dddmmss.s |
 KV4140| KV4156 CEMETERY                            APPROX. 1.1 KM 0160822.1 |
 KV4140| KV4157 KEARNY CONGOLEUM NAIRN CHIMNEY      APPROX. 1.1 KM 0252947.5 |
 KV4140| KV4155 LAUNDRY CHIMNEY                     APPROX. 1.2 KM 0341151.7 |
 KV4140| KV4149 KEARNY SACRED HEART CH SPIRE        APPROX. 2.1 KM 0350929.4 |
 KV4140| KV4146 KEARNY HOMESTEAD SPIRE              APPROX. 0.8 KM 0564840.5 |
 KV4140| KV4138 CLARK 1913                          396.439 METERS 12632     |
 KV4140|---------------------------------------------------------------------|
 KV4140
 KV4140                          SUPERSEDED SURVEY CONTROL
 KV4140
 KV4140  NAD 83(1996)-  40 45 10.71720(N)    074 09 58.05761(W) AD(       ) 3
 KV4140  NAD 83(1986)-  40 45 10.71396(N)    074 09 58.06116(W) AD(       ) 3
 KV4140  NAD 27      -  40 45 10.35100(N)    074 09 59.54100(W) AD(       ) 3
 KV4140
 KV4140.Superseded values are not recommended for survey control.
 KV4140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4140.See file dsdata.txt to determine how the superseded data were derived.
 KV4140
 KV4140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7039211670(NAD 83)
 KV4140_MARKER: DS = TRIANGULATION STATION DISK
 KV4140_SETTING: 0 = UNSPECIFIED SETTING
 KV4140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4140
 KV4140  HISTORY     - Date     Condition        Report By
 KV4140  HISTORY     - 1913     MONUMENTED       CGS
 KV4140  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4140
 KV4140                          STATION DESCRIPTION
 KV4140
 KV4140'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4140'STATION IS ON THE ROOF OF A TOWER OF THE CLARK THREAD COMPANYS
 KV4140'BUILDING ON THE W SIDE OF PASSAIC RIVER, IN NEWARK.  THE
 KV4140'BUILDING IS JUST S OF THE NEWARK STATION OF THE ERIE RAILROAD
 KV4140'AND THE TOWER IS THE ONE WITH A FLAGPOLE IN ITS CENTER.  THE
 KV4140'STATION IS 22.12 FEET FROM THE NW CORNER OF THE TOWER AND
 KV4140'22.30 FEET FROM THE NE CORNER.
 KV4140'
 KV4140'THE MARK IS A C. AND G.S. STANDARD BRASS DISK CEMENTED TO THE
 KV4140'ROOF.
 KV4140
 KV4140                          STATION RECOVERY (1933)
 KV4140
 KV4140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4140'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5086 ***********************************************************************
 KV5086  DESIGNATION -  THROCKMORTON 2
 KV5086  PID         -  KV5086
 KV5086  STATE/COUNTY-  NJ/MONMOUTH
 KV5086  USGS QUAD   -  MARLBORO (1981)
 KV5086
 KV5086                         *CURRENT SURVEY CONTROL
 KV5086  ___________________________________________________________________
 KV5086* NAD 83(1996)-  40 15 03.86973(N)    074 10 47.10181(W)     ADJUSTED  
 KV5086* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 KV5086  ___________________________________________________________________
 KV5086  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 KV5086  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV5086
 KV5086  HORZ ORDER  -  SECOND
 KV5086
 KV5086.The horizontal coordinates were established by classical geodetic methods
 KV5086.and adjusted by the National Geodetic Survey in September 1999..
 KV5086
 KV5086.The orthometric height was scaled from a topographic map.
 KV5086
 KV5086.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5086
 KV5086.The geoid height was determined by GEOID03.
 KV5086
 KV5086;                    North         East     Units Scale Factor Converg.
 KV5086;SPC NJ       -   157,439.435   177,244.215   MT  0.99990913   +0 12 24.9
 KV5086;SPC NJ       -   516,532.55    581,508.73   sFT  0.99990913   +0 12 24.9
 KV5086;UTM  18      - 4,455,947.340   569,759.539   MT  0.99965990   +0 31 48.1
 KV5086
 KV5086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5086!SPC NJ       -   0.99999040  x   0.99990913  =   0.99989953
 KV5086!UTM  18      -   0.99999040  x   0.99965990  =   0.99965030
 KV5086
 KV5086|---------------------------------------------------------------------|
 KV5086| PID    Reference Object                     Distance      Geod. Az  |
 KV5086|                                                           dddmmss.s |
 KV5086| CB6471 THROCKMORTON 2 RM 3                                15539     |
 KV5086| KV5410 LIMA 1918                           APPROX. 8.1 KM 2743936.4 |
 KV5086| CB6469 THROCKMORTON 2 RM 1                                29430     |
 KV5086| CB6470 THROCKMORTON 2 RM 2                                35921     |
 KV5086|---------------------------------------------------------------------|
 KV5086
 KV5086                          SUPERSEDED SURVEY CONTROL
 KV5086
 KV5086  NAD 83(1986)-  40 15 03.87009(N)    074 10 47.09679(W) AD(       ) 2
 KV5086  NAD 27      -  40 15 03.46800(N)    074 10 48.58400(W) AD(       ) 2
 KV5086
 KV5086.Superseded values are not recommended for survey control.
 KV5086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5086.See file dsdata.txt to determine how the superseded data were derived.
 KV5086
 KV5086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6976055947(NAD 83)
 KV5086_MARKER: B = BOLT
 KV5086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5086_SP_SET: CONCRETE POST
 KV5086_MARK LOGO: CGS   
 KV5086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5086+STABILITY: SURFACE MOTION
 KV5086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5086+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1988
 KV5086
 KV5086  HISTORY     - Date     Condition        Report By
 KV5086  HISTORY     - 1918     MONUMENTED       CGS
 KV5086  HISTORY     - 1918     GOOD             CGS
 KV5086  HISTORY     - 1931     GOOD             CGS
 KV5086  HISTORY     - 1932     GOOD             CGS
 KV5086  HISTORY     - 1935     GOOD             CGS
 KV5086  HISTORY     - 19881104 GOOD             NJGS
 KV5086  HISTORY     - 20010504 MARK NOT FOUND   USPSQD
 KV5086
 KV5086                          STATION DESCRIPTION
 KV5086
 KV5086'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (WMG)
 KV5086'STATION IS LOCATED ON THE HIGHEST POINT OF A SANDY, WOODED HILL
 KV5086'ABOUT 2 MILES SOUTHWEST OF CRANBERRY HILL.  IT IS THE HIGHEST
 KV5086'POINT IN THE VICINITY AND IS COVERED WITH SCRUB OAK AND
 KV5086'PINE.  REMAINS OF AN OLD SIGNAL WERE FOUND ON THE SUMMIT.  IT
 KV5086'IS MARKED BY A CYLINDER OF CONCRETE 8 INCHES BY 30 INCHES, WITH
 KV5086'A GALVANIZED IRON SPIKE IN THE CENTER, AND SUNK FLUSH WITH THE
 KV5086'GROUND.  REFERENCE MARK NO. 1 IS A 4-INCH OAK.  REFERENCE NO. 2
 KV5086'IS AN 8-INCH OAK AND REFERENCE NO. 3 IS A 6-INCH OAK.
 KV5086
 KV5086                          STATION RECOVERY (1918)
 KV5086
 KV5086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1918
 KV5086'RECOVERED IN GOOD CONDITION.
 KV5086
 KV5086                          STATION RECOVERY (1931)
 KV5086
 KV5086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (ERM)
 KV5086'STATION FOUND IN GOOD CONDITION, ON HOMINY HILL,
 KV5086'4 MILES EAST OF FREEHOLD.
 KV5086'
 KV5086'A 70-FOOT FIRE LOOKOUT TOWER IS NOW STANDING ON HILL OVER
 KV5086'STATION.
 KV5086
 KV5086                          STATION RECOVERY (1932)
 KV5086
 KV5086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 KV5086'STATION FOUND IN FAIR CONDITION, ON HOMINY HILL,
 KV5086'4 MILES EAST OF FREEHOLD.  IT IS NOW ABOUT 4 INCHES ABOVE
 KV5086'GROUND.  ALL REFERENCE TREES HAVE APPARENTLY BEEN DESTROYED OR
 KV5086'RATHER CUT DOWN TO MAKE ROOM FOR THE NEW STATE FIRE LOOKOUT
 KV5086'TOWER LOCATED ON THIS HILL.  THE TOWER IS BUILT OVER THE MARK,
 KV5086'AND THE FOLLOWING MEASUREMENTS WERE MADE--5.06 FEET WEST OF
 KV5086'WEST CORNER OF EAST FOUNDATION OF TOWER.  11.09 FEET NORTH OF
 KV5086'NORTH CORNER OF SOUTH FOUNDATION OF TOWER.  13.3 FEET EAST OF
 KV5086'EAST CORNER OF WEST FOUNDATION OF TOWER.  AND 8.78 FEET SOUTH
 KV5086'OF SOUTH CORNER OF NORTH FOUNDATION OF TOWER.
 KV5086'
 KV5086'SEE DESCRIPTION OF THROCKMORTON 3 WHICH IS A NEW STATION SET
 KV5086'IN 1932.  A DIRECT TIE WAS MADE TO THROCKMORTON 2 (1918).
 KV5086
 KV5086                          STATION RECOVERY (1935)
 KV5086
 KV5086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5086'STATION THROCKMORTON 2 RECOVERED IN GOOD CONDITION AS
 KV5086'DESCRIBED, 4 MILES EAST OF FREEHOLD.
 KV5086
 KV5086                          STATION RECOVERY (1988)
 KV5086
 KV5086'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV5086'THE STATION AND STATION THROCKMORTON 3 1932 WERE RECOVERED AT THIS
 KV5086'DATE.  NEITHER REFERENCE MARK OR THE AZIMUTH MARK WERE RECOVERED AND
 KV5086'ARE PRESUMED DESTROYED BY CONSTRUCTION.  THE BASE OF A FIRE TOWER
 KV5086'REMAINS AND IT IS PRESUMED THAT THE THROCKMORTON FIRE TOWER IS
 KV5086'DESTROYED.  THE STATION IS LOCATED ON NAVAL WEAPONS STATION EARLE IN
 KV5086'AN AMMUNITION DUMP AREA AND PERMISSION IS REQUIRED.  CALL 201 462
 KV5086'0770.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 18 AND
 KV5086'34, ABOUT ONE MILE SOUTH OF COLTS NECK, GO SOUTH FOR 1.3 KM
 KV5086'(2.09 MI) ON STATE ROUTE 34 TO THE NAVAL STATION. THE POLICE
 KV5086'HEADQUARTERS IS 200 METERS TO THE EAST.  TURN WEST ON A PAVED ROAD
 KV5086'FOR 0.48 KM (0.77 MI) TO A GUARD STATION.  CONTINUE AHEAD FOR 0.2 KM
 KV5086'(0.32 MI) TO A ROAD LEFT.  TURN LEFT, SOUTH, FOR 1.6 KM (2.57 MI) TO
 KV5086'A ROAD RIGHT.  TURN WEST FOR 1.1 KM (1.77 MI) TO A ROAD RIGHT AFTER
 KV5086'PASSING A HIGH CONCRETE WALLED AREA.  TURN RIGHT AND UPHILL ON A
 KV5086'CURVING ROAD TO A WATER TANK.  PACK UPHILL TO THE NORTHWEST AND THE
 KV5086'STATION AT THE TOP OF THE HILL.  THE STATION IS LOCATED 1.54 M
 KV5086'(5.05 FT) WEST OF THE WEST CORNER OF A 0.7 METER CONCRETE FOOTING,
 KV5086'3.38 M (11.09 FT) NORTH OF THE NORTH CORNER OF THE SOUTH FOOTING AND
 KV5086'2.68 M (8.79 FT) SOUTH OF THE SOUTH CORNER OF THE NORTH FOOTING.  THE
 KV5086'STATION IS A GALVANIZED IRON SPIKE IN THE CENTER OF A 20 CENTIMETER
 KV5086'IN DIAMETER CONCRETE CYLINDER.  STATION THROCKMORTON 3 1932 IS 5.236
 KV5086'M (17.178 FT) TO THE EAST.
 KV5086
 KV5086                          STATION RECOVERY (2001)
 KV5086
 KV5086'RECOVERY NOTE BY US POWER SQUADRON 2001 (JIA)
 KV5086'A WHITE COMMUNICATIONS CONTAINER STRUCTURE HAS BEEN PLACED OVER THIS
 KV5086'MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5087 ***********************************************************************
 KV5087  DESIGNATION -  THROCKMORTON 3
 KV5087  PID         -  KV5087
 KV5087  STATE/COUNTY-  NJ/MONMOUTH
 KV5087  USGS QUAD   -  MARLBORO (1981)
 KV5087
 KV5087                         *CURRENT SURVEY CONTROL
 KV5087  ___________________________________________________________________
 KV5087* NAD 83(1996)-  40 15 03.89443(N)    074 10 46.88244(W)     ADJUSTED  
 KV5087* NAVD 88     -        92.9    (meters)     305.     (feet)  GPS OBS   
 KV5087  ___________________________________________________________________
 KV5087  X           -   1,328,970.722 (meters)                     COMP
 KV5087  Y           -  -4,690,136.438 (meters)                     COMP
 KV5087  Z           -   4,099,342.122 (meters)                     COMP
 KV5087  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 KV5087  ELLIP HEIGHT-          60.42  (meters)          (10/23/02) GPS OBS
 KV5087  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV5087
 KV5087  HORZ ORDER  -  FIRST
 KV5087  ELLP ORDER  -  FOURTH    CLASS I
 KV5087
 KV5087.The horizontal coordinates were established by GPS observations
 KV5087.and adjusted by the National Geodetic Survey in May 1999..
 KV5087
 KV5087.The orthometric height was determined by GPS observations and a
 KV5087.high-resolution geoid model.
 KV5087
 KV5087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5087
 KV5087.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5087
 KV5087.The ellipsoidal height was determined by GPS observations
 KV5087.and is referenced to NAD 83.
 KV5087
 KV5087.The geoid height was determined by GEOID03.
 KV5087
 KV5087;                    North         East     Units Scale Factor Converg.
 KV5087;SPC NJ       -   157,440.216   177,249.396   MT  0.99990914   +0 12 25.1
 KV5087;SPC NJ       -   516,535.11    581,525.73   sFT  0.99990914   +0 12 25.1
 KV5087;UTM  18      - 4,455,948.150   569,764.714   MT  0.99965991   +0 31 48.2
 KV5087
 KV5087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5087!SPC NJ       -   0.99999052  x   0.99990914  =   0.99989966
 KV5087!UTM  18      -   0.99999052  x   0.99965991  =   0.99965044
 KV5087
 KV5087:                Primary Azimuth Mark                     Grid Az
 KV5087:SPC NJ       -  THROCKMORTON 3 RM 1 AZIMUTH              022 43 00.4
 KV5087:UTM  18      -  THROCKMORTON 3 RM 1 AZIMUTH              022 23 37.3
 KV5087
 KV5087|---------------------------------------------------------------------|
 KV5087| PID    Reference Object                     Distance      Geod. Az  |
 KV5087|                                                           dddmmss.s |
 KV5087| CB6473 THROCKMORTON 3 RM 1 AZIMUTH                        0225525.5 |
 KV5087| CB6474 THROCKMORTON 3 RM 2                  45.543 METERS 06124     |
 KV5087| KV5046 ASBURY PARK INCINERATOR STACK       APPROX. 6.3 KM 0892551.9 |
 KV5087| CB6475 THROCKMORTON 3 RM 3                  39.341 METERS 16832     |
 KV5087| KV5088 US ARMY THEOD NR THROCKMORTON        11.475 METERS 21930     |
 KV5087| KV5086 THROCKMORTON 2                        5.240 METERS 26138     |
 KV5087| CB6472 THROCKMORTON 3 AZ MK                               3241655.0 |
 KV5087| KV5079 MARLBORO STATE HOSP TANK            APPROX.11.4 KM 3383121.4 |
 KV5087|---------------------------------------------------------------------|
 KV5087
 KV5087                          SUPERSEDED SURVEY CONTROL
 KV5087
 KV5087  ELLIP H (05/14/99)   60.41   (m)                       GP(       ) 4 1
 KV5087  NAD 83(1986)-  40 15 03.89543(N)    074 10 46.88499(W) AD(       ) 1
 KV5087  ELLIP H (01/27/92)   60.48   (m)                       GP(       ) 4 1
 KV5087  NAD 83(1986)-  40 15 03.89478(N)    074 10 46.87753(W) AD(       ) 1
 KV5087  NAD 27      -  40 15 03.49300(N)    074 10 48.36300(W) AD(       ) 1
 KV5087  NGVD 29 (07/19/86)   93.53   (m)          306.9    (f) LEVELING    3  
 KV5087
 KV5087.Superseded values are not recommended for survey control.
 KV5087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5087.See file dsdata.txt to determine how the superseded data were derived.
 KV5087
 KV5087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6976555948(NAD 83)
 KV5087_MARKER: DS = TRIANGULATION STATION DISK
 KV5087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5087_SP_SET: CONCRETE POST
 KV5087_STAMPING: THROCKMORTON 3 1932
 KV5087_MARK LOGO: CGS   
 KV5087_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5087+STABILITY: SURFACE MOTION
 KV5087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5087+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2001
 KV5087
 KV5087  HISTORY     - Date     Condition        Report By
 KV5087  HISTORY     - 1932     MONUMENTED       CGS
 KV5087  HISTORY     - 1932     GOOD             CGS
 KV5087  HISTORY     - 1935     GOOD             CGS
 KV5087  HISTORY     - 1944     GOOD             CGS
 KV5087  HISTORY     - 1947     GOOD             CGS
 KV5087  HISTORY     - 1986     GOOD             AEROS
 KV5087  HISTORY     - 1986     GOOD             AEROS
 KV5087  HISTORY     - 19870822 GOOD
 KV5087  HISTORY     - 19871107 GOOD
 KV5087  HISTORY     - 19881104 GOOD             NJGS
 KV5087  HISTORY     - 19911010 GOOD             NJGS
 KV5087  HISTORY     - 19921028 GOOD
 KV5087  HISTORY     - 20010504 GOOD             USPSQD
 KV5087
 KV5087                          STATION DESCRIPTION
 KV5087
 KV5087'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 KV5087'LOCATED ON THE HIGHEST POINT OF A SANDY HILL KNOWN AS HOMINY HILL
 KV5087'ABOUT 4 MILES E OF FREEHOLD AND 3-1/4 MILES NW OF FARMINGDALE,
 KV5087'THERE IS A STATE FIRE LOOKOUT TOWER ON THIS HILL.
 KV5087'
 KV5087'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5087'DISKS SET IN CONCRETE.
 KV5087'
 KV5087'REFERENCE MARK NO.1 IS N OF STATION ON N SIDE OF SANDY ROAD
 KV5087'LEADING TO THE STATION.  MARK IS 8 INCHES ABOVE GROUND.
 KV5087'
 KV5087'REFERENCE MARK NO.2 IS NE OF STATION.
 KV5087'
 KV5087'REFERENCE MARK NO.3 IS SE OF STATION.
 KV5087'
 KV5087'A DIRECT TIE WAS MADE TO THROCKMORTON 2 1918.
 KV5087'
 KV5087'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 34 WITH THE ROAD
 KV5087'FROM EATONTOWN TO FREEHOLD TURN S ON STATE HIGHWAY 34 AND GO TO
 KV5087'THE FIRST GRAVEL ROAD W, TURN W AND FOLLOW TO A T INTERSECTION
 KV5087'WITH A GRAVEL ROAD RUNNING S AND N.  TURN S AND FOLLOW THIS ROAD
 KV5087'TO THE TOP OF THE HILL TO A SIGN POINTING TO THE FIRE TOWER.
 KV5087'TURN RIGHT ON THIS ROAD AND GO AS FAR AS POSSIBLE, DUE TO DEEP
 KV5087'SAND IT IS NOT WISE TO ATTEMPT TO DRIVE TO THE TOP OF THE HILL.
 KV5087'THE STATION CAN BE REACHED BY FOLLOWING THE ROAD TO THE TOP
 KV5087'OF THE HILL.  THE STATION IS NE OF THE FIRE TOWER, 15.7 FEET
 KV5087'E OF E CORNER OF N FOUNDATION OF FIRE TOWER.  13 FEET NE OF
 KV5087'N CORNER OF E FOUNDATION OF FIRE TOWER.
 KV5087'
 KV5087'HEIGHT OF SIGNAL ABOVE STATION MARK - 22 METERS.
 KV5087
 KV5087                          STATION RECOVERY (1932)
 KV5087
 KV5087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 KV5087'RECOVERED IN GOOD CONDITION.
 KV5087
 KV5087                          STATION RECOVERY (1935)
 KV5087
 KV5087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5087'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE MARKS WERE
 KV5087'FOUND IN GOOD CONDITION.  ORIGINAL DESCRIPTION ADEQUATE.  AZIMUTH
 KV5087'MARK COULD NOT BE OBSERVED.  PRESENT STATION SITE IMPRACTICAL
 KV5087'AS FIRE TOWER PARTIALLY OBSTRUCTS SOME OF THE LINED.
 KV5087'
 KV5087'TO BE ABLE TO OBSERVE ALL LINES THE STATION HAS TO BE SET
 KV5087'ECCENTRIC.
 KV5087'
 KV5087'DISTANCE TO ALL REFERENCE MARKS CHECK.
 KV5087
 KV5087                          STATION RECOVERY (1944)
 KV5087
 KV5087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (LGS)
 KV5087'THE STATION WAS RECOVERED IN 1932 BY C.D.M. WITH
 KV5087'THE EXCEPTION OF REFERENCE MARK 1 WHICH IS BELIEVED DESTROYED.  A
 KV5087'THOROUGH SEARCH WAS MADE AND COULD NOT BE FOUND, SO AN ADDITIONAL
 KV5087'MARK WAS ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 KV5087'
 KV5087'STATION IS LOCATED ABOUT 4 MILES E OF FREEHOLD AND 3.3 MILES NW
 KV5087'OF FARMINGDALE, ON A SANDY HILL COVERED WITH SMALL PINES AND
 KV5087'BRUSH.  THERE IS A STATE LOOKOUT TOWER ON THE SUMMIT OF THE
 KV5087'HILL.  THE STATION IS 21.37 FEET E OF THE CENTER OF THE LOOKOUT
 KV5087'TOWER, 18 FEET SE OF THE NE IRON LEG OF THE LOOKOUT TOWER, 14
 KV5087'FEET E OF THE SE LEG.
 KV5087'
 KV5087'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE.  IT IS
 KV5087'STAMPED THROCKMORTON 3 1932, AND PROJECTS 2 INCHES.
 KV5087'
 KV5087'REFERENCE MARK 2 IS 149.42 FEET NE OF THE STATION.  IT IS
 KV5087'ABOUT 20 FEET LOWER IN ELEVATION THAN THE STATION.  A SLOPE
 KV5087'DISTANCE WAS MEASURED.  IT IS A BRONZE REFERENCE DISK, STAMPED
 KV5087'THROCKMORTON 3 NO 2 1932, SET IN CONCRETE, PROJECTS 4 INCHES,
 KV5087'AND IS IN GOOD CONDITION.
 KV5087'
 KV5087'REFERENCE MARK 3 IS 129.07 FEET SSE OF THE STATION, ABOUT 15
 KV5087'FEET LOWER IN ELEVATION THAN THE STATION MARK.  A SLOPE DISTANCE
 KV5087'WAS MEASURED.  IT IS A BRONZE REFERENCE DISK, STAMPED
 KV5087'THROCKMORTON 3 NO 3 1932, SET IN CONCRETE, AND PROJECTS
 KV5087'3 INCHES.
 KV5087'
 KV5087'AZIMUTH MARK IS 0.2 MILE NW OF THE STATION, 58 FEET N OF THE
 KV5087'APPROXIMATE CENTER LINE OF A GRAVELED ROAD, 20 FEET N OF A
 KV5087'TRIANGULAR BLAZED 8-INCH PINE TREE, AND 2.5 FEET E OF A STANDARD
 KV5087'REFERENCE POST.  IT IS A BRONZE AZIMUTH DISK, STAMPED
 KV5087'THROCKMORTON 3 1944, SET IN CONCRETE, AND PROJECTS 3 INCHES.
 KV5087'
 KV5087'A TRAVERSE CONNECTION WAS MADE TO THE STATE LOOKOUT TOWER.
 KV5087'
 KV5087'THE STATE LOOKOUT TOWER IS 6.514 METERS (21.37 FEET) W OF THE
 KV5087'STATION.  THE POINT OBSERVED AND MEASURED WAS A NAILHEAD IN A
 KV5087'WOODEN STAKE WHICH WAS FLUSH WITH THE GROUND AND WAS THE CENTER
 KV5087'OF THE TOWER AT GROUND LEVEL.  THE TOWER IS A FOUR-LEGGED STEEL
 KV5087'STRUCTURE 74 FEET HIGH WITH A GLASS-ENCLOSED CAB ON TOP.
 KV5087'
 KV5087'THE 1932 DESCRIPTION TO REACH THE STATION IS ADEQUATE.  GO N
 KV5087'FROM THE FARMINGDALE POST OFFICE FOR 3.0 MILES ON THE COLTS NECK
 KV5087'ROAD TO A GRAVELED T ROAD LEFT.  HERE TURN LEFT AND GO 0.55 MILE TO
 KV5087'A T ROAD LEFT.  TURN LEFT AND GO 0.15 MILE TO THE STATE LOOKOUT
 KV5087'TOWER AND STATION.  THE STATION CAN ALSO BE REACHED
 KV5087'FROM THE MAIN W ENTRANCE OF THE U.S. NAVY AMMUNITION DEPOT,
 KV5087'EARLE AND STATE HIGHWAY 34, BY GOING W ON MACADAM ROAD FOR 0.45
 KV5087'MILE TO CROSS ROAD, THENCE LEFT FOR 1.05 MILES TO A GRAVELED
 KV5087'T ROAD RIGHT, THENCE RIGHT FOR 0.55 MILE AND THE DESCRIPTION
 KV5087'THE SAME AS ABOVE.
 KV5087
 KV5087                          STATION RECOVERY (1947)
 KV5087
 KV5087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CRR)
 KV5087'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES AND
 KV5087'ANGLES TO THE REFERENCE MARKS COULD NOT BE MEASURED WITHOUT
 KV5087'CONSIDERABLE CLEARING.
 KV5087'
 KV5087'TO REACH THE STATION FROM THE MAIN GATE OF THE NAVAL AMMUNITION
 KV5087'DEPOT EARLE ON STATE HIGHWAY 34, GO E THROUGH THE GATE ON ESPERANCE
 KV5087'ROAD 1.2 MILES TO MIDWAY ROAD, THE FIRST ROAD E OF THE
 KV5087'RAILROAD.  TURN RIGHT ON MIDWAY ROAD, AND GO 1.3 MILES TO GUADAL
 KV5087'CANAL ROAD.  TURN RIGHT ON GUADAL CANAL ROAD, AND GO 0.5 MILE TO
 KV5087'A GRAVEL ROAD LEFT.  TURN LEFT ON GRAVEL ROAD AND GO 0.7 MILE TO
 KV5087'THE TOP OF THE HILL AT THE FIRE LOOKOUT TOWER AND THE STATION.
 KV5087
 KV5087                          STATION RECOVERY (1986)
 KV5087
 KV5087'RECOVERY NOTE BY AERO SERVICE CORPORATION 1986 (JKP)
 KV5087'THE STATION WAS RECOVERED AT THIS DATE.
 KV5087'A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ON THE PROPERTY
 KV5087'OF THE DEPARTMENT OF DEFENSE AT THE NAVAL AMMUNITION DEPOT EARLE,
 KV5087'MONMOUTH COUNTY, NJ.  THE STATION IS IN A RESTRICTED AREA AND
 KV5087'PERMISSION TO ACCESS MUST BE ISSUED BY CHIEF OF SECURITY, N.W.S.
 KV5087'EARLE, RT. 34, COLTS NECK, NJ 07722.  TEMPORARY ACCESS CAN BE
 KV5087'GAINED BY ARRANGING ESCORT FROM MR. DONALD BRUNDAGE, ENGINEERING
 KV5087'DIRECTOR PUBLIC WORKS, AT THE DEPOT PHONE NO. (201)577-2320.  TO
 KV5087'REACH THE STATION FROM THE MAIN GATE AND SECURITY BUILDING AT NAVAL
 KV5087'WEAPONS DEPOT EARLE ON ROUTE 34 IN MONMOUTH COUNTY NJ, GO WEST FOR
 KV5087'0.32 KM (0.2 MI) ON ESPERANCE ROAD TO THE JUNCTION OF ROUTE 34.
 KV5087'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 60 METERS (200 FEET) ON
 KV5087'ESPERANCE ROAD TO A SECURITY GATE.  PASS THROUGH GATE AND GO WEST
 KV5087'FOR 0.68 KM (0.4 MI) ON ESPERANCE ROAD TO THE INTERSECTION OF
 KV5087'GUADALCANAL ROAD.  TURN LEFT AND GO SOUTH FOR 1.69 KM (1.05 MI) ON
 KV5087'GUADALCANAL ROAD TO A SIDE ROAD RIGHT WITH SIGN TO MOMAG 3.  TURN
 KV5087'RIGHT AND GO WESTERLY FOR 0.72 KM (0.45 MI) ON LUNGA ROAD TO A CURVE
 KV5087'LEFT.  BEAR LEFT AND GO SOUTH FOR 0.32 KM (0.2 MI) ON LUNGA ROAD TO
 KV5087'A SIDE ROAD RIGHT LOCATED ABOUT 50 METERS (164 FEET) PAST BUILDING
 KV5087'MA-1.  TURN RIGHT AND GO NORTHERLY FOR 0.16 KM (0.1 MI) ON A PAVED
 KV5087'ROAD TO A WATER STORAGE TANK AND THE END OF THE PAVEMENT.  CONTINUE
 KV5087'STRAIGHT AHEAD AND GO NORTH-NORTHWEST FOR 70 METERS (230 FEET) ON A
 KV5087'DIM TRAIL ROAD ON THE SOUTHEAST SIDE OF A HILL TO THE STATION ON
 KV5087'THE LEFT NEAR THE TOP OF THE HILL.  LOCATED ABOUT 15 METERS (50
 KV5087'FEET) WEST OF THE DIM TRAIL ROAD.
 KV5087
 KV5087                          STATION RECOVERY (1986)
 KV5087
 KV5087'RECOVERY NOTE BY AERO SERVICE CORPORATION 1986 (JKP)
 KV5087'THE STATION WAS RECOVERED AT THIS DATE.
 KV5087'A NEW DESCRIPTION FOLLOWS.
 KV5087'THE STATION IS LOCATED ON THE PROPERTY OF THE DEPARTMENT OF DEFENSE
 KV5087'AT THE NAVAL AMMUNITION DEPOT EARLE, MONMOUTH COUNTY NJ.  THE
 KV5087'STATION IS IN A RESTRICTED AREA AND PERMISSION TO ACCESS MUST BE
 KV5087'ISSUED BY CHIEF OF SECURITY, N.W.S. EARLE, RT. 34, COLTS NECK, NJ
 KV5087'07722.
 KV5087'TEMPORARY ACCESS CAN BE GAINED BY ARRANGING ESCORT FROM MR. DONALD
 KV5087'BRUNDAGE, ENGINEERING DIRECTOR PUBLIC WORKS, AT THE DEPOT PHONE NO.
 KV5087'(201)577-2320.
 KV5087'THE TO REACH DESCRIPTION WAS INADEQUATE.  A NEW DESCRIPTION FOLLOWS.
 KV5087'TO REACH THE STATION FROM THE MAIN GATE AND SECURITY BUILDING AT
 KV5087'NAVAL WEAPONS DEPOT EARLE ON ROUTE 34 IN MONMOUTH COUNTY NJ G0 WEST
 KV5087'FOR 0.32 KM (0.2 MI) ON ESPERANCE ROAD TO THE JUNCTION OF ROUTE 34.
 KV5087'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 60 METERS (200 FEET) ON
 KV5087'ESPERANCE ROAD TO A SECURITY GATE.  PASS THROUGH GATE AND GO WEST
 KV5087'FOR 0.68 KM (0.4 MI) ON ESPERANCE ROAD TO THE INTERSECTION OF
 KV5087'GUADALCANAL ROAD.  TURN LEFT AND GO SOUTH FOR 1.69 KM (1.05 MI) ON
 KV5087'GUADALCANAL ROAD TO A SIDE ROAD RIGHT WITH SIGN TO MOMAG 3.  TURN
 KV5087'RIGHT AND GO WESTERLY FOR 0.72 KM (0.45 MI) ON LUNGA ROAD TO A
 KV5087'CURVE LEFT.  BEAR LEFT AND GO SOUTH FOR 0.32 KM (0.2 MI) ON LUNGA
 KV5087'ROAD TO A SIDE ROAD RIGHT LOCATED ABOUT 50 METERS (164 FEET) PAST
 KV5087'BUILDING MA-1.  TURN RIGHT AND GO NORTHERLY FOR 0.16 KM (0.1 MI) ON
 KV5087'A PAVED ROAD TO A WATER STORAGE TANK AND THE END OF THE PAVEMENT.
 KV5087'CONTINUE STRAIGHT AHEAD AND GO NORTH-NORTHWEST FOR 70 METERS (230
 KV5087'FEET) ON A DIM TRAIL ROAD ON THE SOUTHEAST SIDE OF A HILL TO THE
 KV5087'STATION ON THE LEFT NEAR THE TOP OF THE HILL.  LOCATED ABOUT 15
 KV5087'METERS (50 FEET) WEST OF THE DIM TRAIL ROAD.
 KV5087
 KV5087                          STATION RECOVERY (1987)
 KV5087
 KV5087'RECOVERED 1987
 KV5087'RECOVERED IN GOOD CONDITION.
 KV5087
 KV5087                          STATION RECOVERY (1987)
 KV5087
 KV5087'RECOVERED 1987
 KV5087'RECOVERED IN GOOD CONDITION.
 KV5087
 KV5087                          STATION RECOVERY (1988)
 KV5087
 KV5087'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV5087'THE STATION AND STATION THROCKMORTON 2 1918 WERE RECOVERED AT THIS
 KV5087'DATE.  NEITHER REFERENCE MARK OR THE AZIMUTH MARK WERE RECOVERED AND
 KV5087'ARE PRESUMED DESTROYED BY CONSTRUCTION.  THE BASE OF A FIRE TOWER
 KV5087'REMAINS AND IT IS PRESUMED THAT THE THROCKMORTON FIRE TOWER IS
 KV5087'DESTROYED.  THE STATION IS LOCATED ON NAVAL WEAPONS STATION EARLE IN
 KV5087'AN AMMUNITION DUMP AREA AND PERMISSION IS REQUIRED.  CALL 201 462
 KV5087'0770.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 18 AND
 KV5087'34, ABOUT ONE MILE SOUTH OF COLTS NECK, GO SOUTH FOR 1.3 KM
 KV5087'(2.09 MI) ON STATE ROUTE 34 TO THE NAVAL STATION. THE POLICE
 KV5087'HEADQUARTERS IS 200 METERS TO THE EAST.  TURN WEST ON A PAVED ROAD
 KV5087'FOR 0.48 KM (0.77 MI) TO A GUARD STATION.  CONTINUE AHEAD FOR 0.2 KM
 KV5087'(0.32 MI) TO A ROAD LEFT.  TURN LEFT, SOUTH, FOR 1.6 KM (2.57 MI) TO
 KV5087'A ROAD RIGHT.  TURN WEST FOR 1.1 KM (1.77 MI) TO A ROAD RIGHT AFTER
 KV5087'PASSING A HIGH CONCRETE WALLED AREA.  TURN RIGHT AND UPHILL ON A
 KV5087'CURVING ROAD TO A WATER TANK.  PACK UPHILL TO THE NORTHWEST AND THE
 KV5087'STATION ABOUT 0.5 METERS BELOW THE TOP OF THE HILL.  THE STATION IS
 KV5087'LOCATED 0.5 M (1.64 FT) EAST OF A WITNESS POST, 3.6 M (11.81 FT) EAST
 KV5087'OF THE NORTHEAST EDGE OF A 0.7 METER SQUARE FOOTING, 4.75 M
 KV5087'(15.58 FT) EAST SOUTHEAST OF ANOTHER FOOTING,  3.4 M (11.15 FT) WEST
 KV5087'OF A POWER POLE AND 5.236 M (17.178 FT) EAST OF STATION THROCKMORTON
 KV5087'2 1918.  THE MONUMENT PROJECTS 20 CENTIMETERS.
 KV5087
 KV5087                          STATION RECOVERY (1991)
 KV5087
 KV5087'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5087'THE STATION IS LOCATED IN COLTS NECK TOWNSHIP ON THE GROUNDS OF THE
 KV5087'NAVAL WEAPONS STATION EARLE, ON TOP OF A HILL IN AN AMMUNITION
 KV5087'STORAGE AREA.  PERMISSION AND A MILITARY ESCORT, IN ORDER TO OCCUPY
 KV5087'THE STATION, CAN BE OBTAINED FROM THE INSTALLATION POLICE
 KV5087'HEADQUARTERS, WHICH IS 200 M (656.2 FT) EAST FROM THE MAIN
 KV5087'ENTRANCE,PHONE 908 462 0770.  TO REACH THE STATION FROM THE JUNCTION
 KV5087'OF STATE HIGHWAYS 18 AND 34, GO SOUTH ON STATE HIGHWAY 34 FOR 0.8 MI
 KV5087'(1.3 KM) TO THE MAIN ENTRANCE TO THE NAVAL WEAPONS STATION EARLE, ON
 KV5087'THE LEFT.  TURN RIGHT ON TARAWA ROAD, OPPOSITE THE MAIN ENTRANCE AND
 KV5087'GO 0.3 MI (0.5 KM) TO A GUARD STATION. CONTINUE AHEAD ON TARAWA ROAD
 KV5087'FOR 1.65 MI (2.66 KM) TO THE TEE INTERSECTION WITH WAKE ROAD.  TURN
 KV5087'LEFT AND GO 0.5 MI (0.8 KM) TO A TEE INTERSECTION.  TURN LEFT ON A
 KV5087'PAVED ROAD AND GO 0.4 MI (0.6 KM) TO A TEE INTERSECTION.  TURN LEFT
 KV5087'AND CONTINUE ON A PAVED ROAD FOR 0.65 MI (1.05 KM) TO A PAVED ROAD ON
 KV5087'THE LEFT, JUST NORTH OF THE MOBILE MINE AND TORPEDO ASSEMBLY FACILITY
 KV5087'AND SOUTH OF A HIGH CONCRETE WALLED AREA AT AN AMMUNITION STORAGE
 KV5087'AREA.  TURN LEFT AND GO UPHILL ON A CURVING PAVED ROAD FOR 0.1 MI
 KV5087'(0.2 KM) TO A LARGE WATER TANK ON THE RIGHT.  PARK TRUCK AND PACK
 KV5087'NORTHWESTERLY UPHILL FOR 40 M (131.2 FT) TO THE STATION, SOUTHEAST OF
 KV5087'A 30 M (98.4 FT) HIGH RADIO TOWER.  THE STATION IS 0.5 M (1.6 FT)
 KV5087'EAST FROM AN ORANGE CARSONITE WITNESS POST, 3.6 M (11.8 FT) EAST FROM
 KV5087'THE NORTHEAST CORNER OF A 0.7 M (2.3 FT) SQUARE CONCRETE FOOTING FOR
 KV5087'THE FORMER FIRE TOWER, 4.75 M (15.58 FT) EAST SOUTHEAST FROM THE
 KV5087'SOUTHEAST CORNER OF A SIMILAR CONCRETE FOOTING AND 3.4 M (11.2 FT)
 KV5087'WEST FROM POWER POLE A574B. STATION THROCKMORTON 2 1918 WAS ALSO
 KV5087'RECOVERED AT THIS TIME AND THE DISTANCE, MEASURED WITH A CLOTH TAPE,
 KV5087'CHECKED WITH THE ORIGINAL DESCRIPTION. THE STATION IS SET IN THE TOP
 KV5087'OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 0.15 M (0.49 FT) ABOVE
 KV5087'THE GROUND.
 KV5087
 KV5087                          STATION RECOVERY (1992)
 KV5087
 KV5087'RECOVERED 1992
 KV5087'RECOVERED IN GOOD CONDITION.
 KV5087
 KV5087                          STATION RECOVERY (2001)
 KV5087
 KV5087'RECOVERY NOTE BY US POWER SQUADRON 2001 (JIA)
 KV5087'FOR ACCESS AND REQUIRED ESCORT CONTACT NAVAL STATION'S ENGINEERING
 KV5087'STAFF--(732) 866-2295. STATION RECOVERY (1991) DESCRIPTION OF APPROACH
 KV5087'AND DISTANCE/DIRECTION FROM CONCRETE FOOTINGS STILL ACCURATE. MARKER
 KV5087'IS 35 FT SOUTHEAST OF RADIO TOWER. THREE CONCRETE WITNESS
 KV5087'POSTS--1-33.5 FT SSW, 2-21.3 FT W, 3 48.5 FT WSW OF MARKER.  EACH HAS
 KV5087'BRONZE OCTAGON SET IN TOP OF 4 FT TALL CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5085 ***********************************************************************
 KV5085  DESIGNATION -  THROCKMORTON LOOKOUT TOWER
 KV5085  PID         -  KV5085
 KV5085  STATE/COUNTY-  NJ/MONMOUTH
 KV5085  USGS QUAD   -  MARLBORO (1981)
 KV5085
 KV5085                         *CURRENT SURVEY CONTROL
 KV5085  ___________________________________________________________________
 KV5085* NAD 83(1996)-  40 15 03.87636(N)    074 10 47.15706(W)     ADJUSTED  
 KV5085* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 KV5085  ___________________________________________________________________
 KV5085  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 KV5085  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV5085
 KV5085  HORZ ORDER  -  THIRD
 KV5085
 KV5085.The horizontal coordinates were established by classical geodetic methods
 KV5085.and adjusted by the National Geodetic Survey in September 1999..
 KV5085
 KV5085.The orthometric height was scaled from a topographic map.
 KV5085
 KV5085.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5085
 KV5085.The geoid height was determined by GEOID03.
 KV5085
 KV5085;                    North         East     Units Scale Factor Converg.
 KV5085;SPC NJ       -   157,439.635   177,242.909   MT  0.99990913   +0 12 24.9
 KV5085;SPC NJ       -   516,533.20    581,504.44   sFT  0.99990913   +0 12 24.9
 KV5085;UTM  18      - 4,455,947.533   569,758.232   MT  0.99965990   +0 31 48.0
 KV5085
 KV5085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5085!SPC NJ       -   0.99999040  x   0.99990913  =   0.99989953
 KV5085!UTM  18      -   0.99999040  x   0.99965990  =   0.99965030
 KV5085
 KV5085                          SUPERSEDED SURVEY CONTROL
 KV5085
 KV5085  NAD 83(1986)-  40 15 03.87687(N)    074 10 47.15216(W) AD(       ) 4
 KV5085  NAD 27      -  40 15 03.47400(N)    074 10 48.63800(W) AD(       ) 3
 KV5085
 KV5085.Superseded values are not recommended for survey control.
 KV5085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5085.See file dsdata.txt to determine how the superseded data were derived.
 KV5085
 KV5085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6975855948(NAD 83)
 KV5085_MARKER: 57 = LOOKOUT TOWER
 KV5085_MARK LOGO: CGS   
 KV5085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5085+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1988
 KV5085
 KV5085  HISTORY     - Date     Condition        Report By
 KV5085  HISTORY     - 1944     FIRST OBSERVED   CGS
 KV5085  HISTORY     - 1944     GOOD             CGS
 KV5085  HISTORY     - 19881010 SEE DESCRIPTION  NJGS
 KV5085  HISTORY     - 20010404 MARK NOT FOUND   USPSQD
 KV5085
 KV5085                          STATION DESCRIPTION
 KV5085
 KV5085'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (LGS)
 KV5085'STATION IS LOCATED ABOUT 4 MILES E OF FREEHOLD AND ABOUT 3.3
 KV5085'MILES NW OF FARMINGDALE, ON A SANDY HILL COVERED WITH SMALL
 KV5085'PINES AND BRUSH.  THE LOOKOUT TOWER IS ON THE SUMMIT OF THE
 KV5085'HILL.  IT IS A FOUR-LEGGED STEEL STRUCTURE 74 FEET HIGH WITH A
 KV5085'GLASS-ENCLOSED CAB ON TOP.
 KV5085'
 KV5085'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 KV5085'THROCKMORTON TO THE CENTER OF THE TOWER AT GROUND LEVEL.  IT IS
 KV5085'6.514 METERS (21.37 FEET) W OF THE STATION.  THE POINT MEASURED
 KV5085'AND OBSERVED WAS A NAILHEAD IN A WOOD STAKE THAT WAS FLUSH WITH
 KV5085'THE GROUND AND THE CENTER OF THE TOWER AT GROUND LEVEL.
 KV5085'
 KV5085'TO REACH THE TOWER FROM THE FARMINGDALE POST OFFICE, GO N ON
 KV5085'COLTS NECK ROAD FOR 3.0 MILES TO A T-ROAD LEFT, HERE TURN LEFT
 KV5085'AND GO 0.55 MILE TO A T-ROAD LEFT, THENCE LEFT FOR 0.15 MILE TO
 KV5085'THE SUMMIT OF THE HILL AND LOOKOUT TOWER.
 KV5085
 KV5085                          STATION RECOVERY (1944)
 KV5085
 KV5085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 KV5085'RECOVERED IN GOOD CONDITION.
 KV5085
 KV5085                          STATION RECOVERY (1988)
 KV5085
 KV5085'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV5085'THE TOWER HAS BEEN REMOVED AND ONLY THE CONCRETE FOOTINGS REMAIN.
 KV5085
 KV5085                          STATION RECOVERY (2001)
 KV5085
 KV5085'RECOVERY NOTE BY US POWER SQUADRON 2001 (JIA)
 KV5085'A WHITE COMMUNICATIONS CONTAINER STRUCTURE HAS BEEN PLACED OVER THE
 KV5085'MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9825 ***********************************************************************
 DE9825  DESIGNATION -  THUNDER
 DE9825  PID         -  DE9825
 DE9825  STATE/COUNTY-  NJ/MERCER
 DE9825  USGS QUAD   -  TRENTON WEST (1995)
 DE9825
 DE9825                         *CURRENT SURVEY CONTROL
 DE9825  ___________________________________________________________________
 DE9825* NAD 83(1986)-  40 12 10.     (N)    074 45 36.     (W)     SCALED    
 DE9825* NAVD 88     -         6.456  (meters)      21.18   (feet)  ADJUSTED  
 DE9825  ___________________________________________________________________
 DE9825  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 DE9825  DYNAMIC HT  -           6.453 (meters)      21.17  (feet)  COMP
 DE9825  MODELED GRAV-     980,181.0   (mgal)                       NAVD 88
 DE9825
 DE9825  VERT ORDER  -  FIRST     CLASS II
 DE9825
 DE9825.The horizontal coordinates were scaled from a topographic map and have
 DE9825.an estimated accuracy of +/- 6 seconds.
 DE9825
 DE9825.The orthometric height was determined by differential leveling
 DE9825.and adjusted by the National Geodetic Survey in March 2005..
 DE9825.No vertical observational check was made to the station.
 DE9825
 DE9825.The geoid height was determined by GEOID03.
 DE9825
 DE9825.The dynamic height is computed by dividing the NAVD 88
 DE9825.geopotential number by the normal gravity value computed on the
 DE9825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9825.degrees latitude (g = 980.6199 gals.).
 DE9825
 DE9825.The modeled gravity was interpolated from observed gravity values.
 DE9825
 DE9825;                    North         East    Units  Estimated Accuracy
 DE9825;SPC NJ       -   152,060.      127,870.      MT  (+/- 180 meters Scaled)
 DE9825
 DE9825                          SUPERSEDED SURVEY CONTROL
 DE9825
 DE9825.No superseded survey control is available for this station.
 DE9825
 DE9825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK204502(NAD 83)
 DE9825_MARKER: DD = SURVEY DISK
 DE9825_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DE9825_SP_SET: SCOREBOARD FOOTING
 DE9825_STAMPING: THUNDER 2001
 DE9825_MARK LOGO: NJGS  
 DE9825_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9825+STABILITY: SURFACE MOTION
 DE9825_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9825+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 DE9825
 DE9825  HISTORY     - Date     Condition        Report By
 DE9825  HISTORY     - 2002     MONUMENTED       NJGS
 DE9825  HISTORY     - 20020202 GOOD             NJGS
 DE9825
 DE9825                          STATION DESCRIPTION
 DE9825
 DE9825'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 DE9825'THE STATION IS LOCATED IN THE CITY OF TRENTON ON THE GROUNDS OF MERCER
 DE9825'COUNTY
 DE9825'WATERFRONT PARK, SAMUEL J. PLUMERI FIELD, A BASEBALL STADIUM FOR THE
 DE9825'TRENTON THUNDER
 DE9825'MINOR LEAGUE BASEBALL TEAM.  TO REACH THE STATION FROM THE MAIN
 DE9825'ENTRANCE OF THE
 DE9825'STADIUM, WALK SOUTHEASTERLY AROUND THE OUTSIDE OF THE STADIUM TO THE
 DE9825'LOCATION OF THE
 DE9825'SCOREBOARD AND THE STATION, SET FLUSH IN A DRILL HOLE IN THE TOP OF
 DE9825'THE NORTHERN MOST
 DE9825'OF FOUR CONCRETE FOOTINGS SUPPORTING THE SCOREBOARD.
 DE9825' 
 DE9825'THE STATION IS 10.2 M EAST FROM A METAL OVERHEAD LIGHT POLE NUMBER
 DE9825'14198, 2.2 M EAST FROM
 DE9825'THE CURBLINE OF A PARKING LOT, AND 25.6 M NORTH FROM A METAL OVERHEAD
 DE9825'LIGHT POLE
 DE9825'NUMBER 14199.
 DE9825'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0012 ***********************************************************************
 KV0012  DESIGNATION -  TIDAL 1 1961 STA II 1
 KV0012  PID         -  KV0012
 KV0012  STATE/COUNTY-  NJ/MIDDLESEX
 KV0012  USGS QUAD   -  PERTH AMBOY (1981)
 KV0012
 KV0012                         *CURRENT SURVEY CONTROL
 KV0012  ___________________________________________________________________
 KV0012* NAD 83(1986)-  40 30 10.     (N)    074 15 52.     (W)     SCALED    
 KV0012* NAVD 88     -         2.635  (meters)       8.64   (feet)  ADJUSTED  
 KV0012  ___________________________________________________________________
 KV0012  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV0012  DYNAMIC HT  -           2.634 (meters)       8.64  (feet)  COMP
 KV0012  MODELED GRAV-     980,218.4   (mgal)                       NAVD 88
 KV0012
 KV0012  VERT ORDER  -  FIRST     CLASS I
 KV0012
 KV0012.The horizontal coordinates were scaled from a topographic map and have
 KV0012.an estimated accuracy of +/- 6 seconds.
 KV0012
 KV0012.The orthometric height was determined by differential leveling
 KV0012.and adjusted by the National Geodetic Survey in June 1991..
 KV0012
 KV0012.The geoid height was determined by GEOID03.
 KV0012
 KV0012.The dynamic height is computed by dividing the NAVD 88
 KV0012.geopotential number by the normal gravity value computed on the
 KV0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0012.degrees latitude (g = 980.6199 gals.).
 KV0012
 KV0012.The modeled gravity was interpolated from observed gravity values.
 KV0012
 KV0012;                    North         East    Units  Estimated Accuracy
 KV0012;SPC NJ       -   185,360.      169,970.      MT  (+/- 180 meters Scaled)
 KV0012
 KV0012                          SUPERSEDED SURVEY CONTROL
 KV0012
 KV0012  NGVD 29 (04/16/92)    2.937  (m)            9.64   (f) ADJUSTED    1 1
 KV0012
 KV0012.Superseded values are not recommended for survey control.
 KV0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0012.See file dsdata.txt to determine how the superseded data were derived.
 KV0012
 KV0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK623838(NAD 83)
 KV0012_MARKER: DJ = TIDAL STATION DISK
 KV0012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0012_SP_SET: CONCRETE BASE
 KV0012_STAMPING: 10.003 NO 1 1932 RESET 1961
 KV0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0012
 KV0012  HISTORY     - Date     Condition        Report By
 KV0012  HISTORY     - 1961     MONUMENTED       CGS
 KV0012  HISTORY     - 1964     GOOD             CGS
 KV0012  HISTORY     - 1965     GOOD             CGS
 KV0012
 KV0012                          STATION DESCRIPTION
 KV0012
 KV0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0012'AT PERTH AMBOY.
 KV0012'AT PERTH AMBOY, ABOUT 0.15 MILE EAST ALONG FAYETTE STREET FROM
 KV0012'THE INTERSECTION OF HIGH STREET, IN TOP OF THE NORTHWEST CORNER
 KV0012'OF CONCRETE BASE WHICH FORMERLY SUPPORTED A CRANE, 90 FEET
 KV0012'SOUTHEAST OF THE EAST CORNER OF A STEEL FENCE, AND ABOUT 2 FEET
 KV0012'ABOVE THE LEVEL OF THE GROUND.
 KV0012
 KV0012                          STATION RECOVERY (1965)
 KV0012
 KV0012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1630 ***********************************************************************
 KU1630  TIDAL BM    -  This is a Tidal Bench Mark.
 KU1630  DESIGNATION -  TIDAL 1 STA 1
 KU1630  PID         -  KU1630
 KU1630  STATE/COUNTY-  NJ/BERGEN
 KU1630  USGS QUAD   -  YONKERS (1979)
 KU1630
 KU1630                         *CURRENT SURVEY CONTROL
 KU1630  ___________________________________________________________________
 KU1630* NAD 83(1986)-  40 56 47.     (N)    073 55 08.     (W)     SCALED    
 KU1630* NAVD 88     -         2.118  (meters)       6.95   (feet)  ADJUSTED  
 KU1630  ___________________________________________________________________
 KU1630  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU1630  DYNAMIC HT  -           2.117 (meters)       6.95  (feet)  COMP
 KU1630  MODELED GRAV-     980,260.0   (mgal)                       NAVD 88
 KU1630
 KU1630  VERT ORDER  -  SECOND    CLASS 0
 KU1630
 KU1630.The horizontal coordinates were scaled from a topographic map and have
 KU1630.an estimated accuracy of +/- 6 seconds.
 KU1630
 KU1630.The orthometric height was determined by differential leveling
 KU1630.and adjusted by the National Geodetic Survey in June 1991..
 KU1630
 KU1630.This Tidal Bench Mark is designated as VM 2420
 KU1630.by the Center for Operational Oceanographic Products and Services.
 KU1630
 KU1630.The geoid height was determined by GEOID03.
 KU1630
 KU1630.The dynamic height is computed by dividing the NAVD 88
 KU1630.geopotential number by the normal gravity value computed on the
 KU1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1630.degrees latitude (g = 980.6199 gals.).
 KU1630
 KU1630.The modeled gravity was interpolated from observed gravity values.
 KU1630
 KU1630;                    North         East    Units  Estimated Accuracy
 KU1630;SPC NJ       -   234,760.      198,930.      MT  (+/- 180 meters Scaled)
 KU1630
 KU1630                          SUPERSEDED SURVEY CONTROL
 KU1630
 KU1630  NGVD 29 (??/??/92)    2.42   (m)            7.9    (f) COMPUTED    2 0
 KU1630
 KU1630.Superseded values are not recommended for survey control.
 KU1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1630.See file dsdata.txt to determine how the superseded data were derived.
 KU1630
 KU1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL909333(NAD 83)
 KU1630_MARKER: DJ = TIDAL STATION DISK
 KU1630_SETTING: 66 = SET IN ROCK OUTCROP
 KU1630_SP_SET: ROCK CLIFF
 KU1630_STAMPING: NO 1 1932
 KU1630_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU1630+STABILITY: POSITION/ELEVATION WELL
 KU1630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1630+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2006
 KU1630
 KU1630  HISTORY     - Date     Condition        Report By
 KU1630  HISTORY     - 1932     MONUMENTED       CGS
 KU1630  HISTORY     - 1956     GOOD             NGS
 KU1630  HISTORY     - 19950915 GOOD             USPSQD
 KU1630  HISTORY     - 20060514 GOOD             GEOCAC
 KU1630
 KU1630                          STATION DESCRIPTION
 KU1630
 KU1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1630'AT ALPINE.
 KU1630'0.1 MILE NORTH OF THE ALPINE-YONKERS FERRY LANDING, SET VERTICALLY
 KU1630'IN THE EAST FACE OF A ROCK CLIFF OF THE PALISADES, 32 FEET NORTH
 KU1630'OF THE NORTHWEST CORNER OF THE CORNWALLIS HEADQUARTERS, 53 1/2
 KU1630'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL WOODEN BRIDGE,
 KU1630'10 FEET WEST OF THE CENTER LINE OF A GRAVEL ROAD ON THE WEST SIDE
 KU1630'OF THE HOUSE AND 2 FEET ABOVE THE ROAD.
 KU1630
 KU1630                          STATION RECOVERY (1995)
 KU1630
 KU1630'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU1630'RECOVERED IN GOOD CONDITION.
 KU1630
 KU1630                          STATION RECOVERY (2006)
 KU1630
 KU1630'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KU1630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0219 ***********************************************************************
 KV0219  DESIGNATION -  TIDAL 1 STA 10
 KV0219  PID         -  KV0219
 KV0219  STATE/COUNTY-  NJ/MIDDLESEX
 KV0219  USGS QUAD   -  ARTHUR KILL (1981)
 KV0219
 KV0219                         *CURRENT SURVEY CONTROL
 KV0219  ___________________________________________________________________
 KV0219* NAD 83(1986)-  40 35 12.     (N)    074 12 36.     (W)     SCALED    
 KV0219* NAVD 88     -         2.775  (meters)       9.10   (feet)  ADJUSTED  
 KV0219  ___________________________________________________________________
 KV0219  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV0219  DYNAMIC HT  -           2.773 (meters)       9.10  (feet)  COMP
 KV0219  MODELED GRAV-     980,222.3   (mgal)                       NAVD 88
 KV0219
 KV0219  VERT ORDER  -  FIRST     CLASS II
 KV0219
 KV0219.The horizontal coordinates were scaled from a topographic map and have
 KV0219.an estimated accuracy of +/- 6 seconds.
 KV0219
 KV0219.The orthometric height was determined by differential leveling
 KV0219.and adjusted by the National Geodetic Survey in June 1991..
 KV0219
 KV0219.The geoid height was determined by GEOID03.
 KV0219
 KV0219.The dynamic height is computed by dividing the NAVD 88
 KV0219.geopotential number by the normal gravity value computed on the
 KV0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0219.degrees latitude (g = 980.6199 gals.).
 KV0219
 KV0219.The modeled gravity was interpolated from observed gravity values.
 KV0219
 KV0219;                    North         East    Units  Estimated Accuracy
 KV0219;SPC NJ       -   194,690.      174,550.      MT  (+/- 180 meters Scaled)
 KV0219
 KV0219                          SUPERSEDED SURVEY CONTROL
 KV0219
 KV0219  NGVD 29 (04/16/92)    3.096  (m)           10.16   (f) ADJUSTED    1 2
 KV0219
 KV0219.Superseded values are not recommended for survey control.
 KV0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0219.See file dsdata.txt to determine how the superseded data were derived.
 KV0219
 KV0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK668931(NAD 83)
 KV0219_MARKER: DJ = TIDAL STATION DISK
 KV0219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0219_SP_SET: CONC PIER
 KV0219_STAMPING: NO 1 1932
 KV0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0219
 KV0219  HISTORY     - Date     Condition        Report By
 KV0219  HISTORY     - 1932     MONUMENTED       CGS
 KV0219  HISTORY     - 1952     GOOD             CGS
 KV0219
 KV0219                          STATION DESCRIPTION
 KV0219
 KV0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0219'AT CARTERET.
 KV0219'AT CARTERET, ABOUT 0.3 MILE NORTH ALONG LAFAYETTE STREET FROM
 KV0219'THE JUNCTION OF ROOSEVELT AVENUE, AT THE AMERICAN MINERAL SPIRITS
 KV0219'COMPANY PLANT, ABOUT 50 YARDS SOUTHEAST OF SOUTHEAST CORNER
 KV0219'OF PUMP HOUSE, IN THE TOP OF THE CONCRETE PIER OF THE EAST
 KV0219'ONE OF 5 PIERS UNDER A PIPE LINE LEADING EAST FROM PUMP HOUSE,
 KV0219'12 FEET SOUTH OF SOUTH EDGE OF STORAGE TANK NO. 16, 1 FOOT SOUTH
 KV0219'OF NORTH END OF PIER AND IS UNDER A BOARD WALK LEADING NORTH
 KV0219'TOWARD TANK 16 AND ABOUT 2 1/2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0927 ***********************************************************************
 KV0927  DESIGNATION -  TIDAL 1 STA 14
 KV0927  PID         -  KV0927
 KV0927  STATE/COUNTY-  NJ/MIDDLESEX
 KV0927  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0927
 KV0927                         *CURRENT SURVEY CONTROL
 KV0927  ___________________________________________________________________
 KV0927* NAD 83(1986)-  40 28 16.     (N)    074 22 02.     (W)     SCALED    
 KV0927* NAVD 88     -         2.209  (meters)       7.25   (feet)  ADJUSTED  
 KV0927  ___________________________________________________________________
 KV0927  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KV0927  DYNAMIC HT  -           2.208 (meters)       7.24  (feet)  COMP
 KV0927  MODELED GRAV-     980,201.3   (mgal)                       NAVD 88
 KV0927
 KV0927  VERT ORDER  -  SECOND    CLASS 0
 KV0927
 KV0927.The horizontal coordinates were scaled from a topographic map and have
 KV0927.an estimated accuracy of +/- 6 seconds.
 KV0927
 KV0927.The orthometric height was determined by differential leveling
 KV0927.and adjusted by the National Geodetic Survey in June 1991..
 KV0927
 KV0927.The geoid height was determined by GEOID03.
 KV0927
 KV0927.The dynamic height is computed by dividing the NAVD 88
 KV0927.geopotential number by the normal gravity value computed on the
 KV0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0927.degrees latitude (g = 980.6199 gals.).
 KV0927
 KV0927.The modeled gravity was interpolated from observed gravity values.
 KV0927
 KV0927;                    North         East    Units  Estimated Accuracy
 KV0927;SPC NJ       -   181,830.      161,260.      MT  (+/- 180 meters Scaled)
 KV0927
 KV0927                          SUPERSEDED SURVEY CONTROL
 KV0927
 KV0927  NGVD 29 (04/16/92)    2.507  (m)            8.22   (f) ADJUSTED    2 0
 KV0927
 KV0927.Superseded values are not recommended for survey control.
 KV0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0927.See file dsdata.txt to determine how the superseded data were derived.
 KV0927
 KV0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK536802(NAD 83)
 KV0927_MARKER: DJ = TIDAL STATION DISK
 KV0927_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0927_SP_SET: CONC FILLED TILE
 KV0927_STAMPING: NO 1 1934
 KV0927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0927
 KV0927  HISTORY     - Date     Condition        Report By
 KV0927  HISTORY     - 1934     MONUMENTED       CGS
 KV0927  HISTORY     - 1961     GOOD             CGS
 KV0927
 KV0927                          STATION DESCRIPTION
 KV0927
 KV0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0927'AT SAYERVILLE.
 KV0927'AT AN ABANDONED BRICK KILN WEST OF THE TOWN OF SAYERVILLE AT
 KV0927'THE SITE OF THE CITY PUMPING PLANT, 18.5 FEET SOUTHEAST OF THE
 KV0927'SOUTHWEST CORNER OF THE OLD BOILER ROOM AND 1 FOOT SOUTHWEST OF
 KV0927'THE WALL OF THE BUILDING.  SET IN A 10 INCH TILE FILLED WITH
 KV0927'CONCRETE AND PROJECTING SIX INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0930 ***********************************************************************
 KV0930  DESIGNATION -  TIDAL 1 STA 15
 KV0930  PID         -  KV0930
 KV0930  STATE/COUNTY-  NJ/MIDDLESEX
 KV0930  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0930
 KV0930                         *CURRENT SURVEY CONTROL
 KV0930  ___________________________________________________________________
 KV0930* NAD 83(1986)-  40 27 15.     (N)    074 22 18.     (W)     SCALED    
 KV0930* NAVD 88     -         3.547  (meters)      11.64   (feet)  ADJUSTED  
 KV0930  ___________________________________________________________________
 KV0930  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KV0930  DYNAMIC HT  -           3.545 (meters)      11.63  (feet)  COMP
 KV0930  MODELED GRAV-     980,200.1   (mgal)                       NAVD 88
 KV0930
 KV0930  VERT ORDER  -  SECOND    CLASS 0
 KV0930
 KV0930.The horizontal coordinates were scaled from a topographic map and have
 KV0930.an estimated accuracy of +/- 6 seconds.
 KV0930
 KV0930.The orthometric height was determined by differential leveling
 KV0930.and adjusted by the National Geodetic Survey in June 1991..
 KV0930
 KV0930.The geoid height was determined by GEOID03.
 KV0930
 KV0930.The dynamic height is computed by dividing the NAVD 88
 KV0930.geopotential number by the normal gravity value computed on the
 KV0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0930.degrees latitude (g = 980.6199 gals.).
 KV0930
 KV0930.The modeled gravity was interpolated from observed gravity values.
 KV0930
 KV0930;                    North         East    Units  Estimated Accuracy
 KV0930;SPC NJ       -   179,950.      160,890.      MT  (+/- 180 meters Scaled)
 KV0930
 KV0930                          SUPERSEDED SURVEY CONTROL
 KV0930
 KV0930  NGVD 29 (04/16/92)    3.844  (m)           12.61   (f) ADJUSTED    2 0
 KV0930
 KV0930.Superseded values are not recommended for survey control.
 KV0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0930.See file dsdata.txt to determine how the superseded data were derived.
 KV0930
 KV0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK532783(NAD 83)
 KV0930_MARKER: DJ = TIDAL STATION DISK
 KV0930_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0930_SP_SET: SIDEWALK
 KV0930_STAMPING: NO 1 1934
 KV0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0930
 KV0930  HISTORY     - Date     Condition        Report By
 KV0930  HISTORY     - 1934     MONUMENTED       CGS
 KV0930  HISTORY     - 1961     GOOD             CGS
 KV0930
 KV0930                          STATION DESCRIPTION
 KV0930
 KV0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0930'1 MI W FROM SAYERVILLE.
 KV0930'0.4 MILE SOUTH ON MAIN STREET FROM THE POST OFFICE AT SAYERVILLE,
 KV0930'THENCE 0.55 MILE WEST ON WASHINGTON ROAD, AT THE WEST END OF THE
 KV0930'DRAW BRIDGE OVER SOUTH RIVER, 23 FEET NORTH OF THE CENTERLINE
 KV0930'OF THE ROAD AND 86 FEET EAST OF THE EAST BULKHEAD OF THE RIVER.
 KV0930'SET IN A DRILL HOLE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0755 ***********************************************************************
 KV0755  DESIGNATION -  TIDAL 1 STA 17
 KV0755  PID         -  KV0755
 KV0755  STATE/COUNTY-  NJ/MONMOUTH
 KV0755  USGS QUAD   -  KEYPORT (1977)
 KV0755
 KV0755                         *CURRENT SURVEY CONTROL
 KV0755  ___________________________________________________________________
 KV0755* NAD 83(1986)-  40 26 23.     (N)    074 11 35.     (W)     SCALED    
 KV0755* NAVD 88     -         3.564  (meters)      11.69   (feet)  ADJUSTED  
 KV0755  ___________________________________________________________________
 KV0755  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV0755  DYNAMIC HT  -           3.563 (meters)      11.69  (feet)  COMP
 KV0755  MODELED GRAV-     980,223.1   (mgal)                       NAVD 88
 KV0755
 KV0755  VERT ORDER  -  FIRST     CLASS II
 KV0755
 KV0755.The horizontal coordinates were scaled from a topographic map and have
 KV0755.an estimated accuracy of +/- 6 seconds.
 KV0755
 KV0755.The orthometric height was determined by differential leveling
 KV0755.and adjusted by the National Geodetic Survey in March 2001..
 KV0755.WARNING-Repeat measurements at this control monument indicate possible
 KV0755.vertical movement.
 KV0755
 KV0755.The geoid height was determined by GEOID03.
 KV0755
 KV0755.The dynamic height is computed by dividing the NAVD 88
 KV0755.geopotential number by the normal gravity value computed on the
 KV0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0755.degrees latitude (g = 980.6199 gals.).
 KV0755
 KV0755.The modeled gravity was interpolated from observed gravity values.
 KV0755
 KV0755;                    North         East    Units  Estimated Accuracy
 KV0755;SPC NJ       -   178,380.      176,040.      MT  (+/- 180 meters Scaled)
 KV0755
 KV0755                          SUPERSEDED SURVEY CONTROL
 KV0755
 KV0755  NAVD 88 (06/15/91)    3.774  (m)           12.38   (f) UNKNOWN     1 2
 KV0755  NGVD 29 (04/16/92)    4.020  (m)           13.19   (f) ADJUSTED    1 2
 KV0755
 KV0755.Superseded values are not recommended for survey control.
 KV0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0755.See file dsdata.txt to determine how the superseded data were derived.
 KV0755
 KV0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK684768(NAD 83)
 KV0755_MARKER: DJ = TIDAL STATION DISK
 KV0755_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV0755_SP_SET: HEADWALL
 KV0755_STAMPING: NO 1 1934
 KV0755_MARK LOGO: CGS   
 KV0755_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0755+STABILITY: SURFACE MOTION
 KV0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0755+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1998
 KV0755
 KV0755  HISTORY     - Date     Condition        Report By
 KV0755  HISTORY     - 1934     MONUMENTED       CGS
 KV0755  HISTORY     - 1961     GOOD             CGS
 KV0755  HISTORY     - 1964     GOOD             CGS
 KV0755  HISTORY     - 1986     GOOD             USPSQD
 KV0755  HISTORY     - 19920819 GOOD             USPSQD
 KV0755  HISTORY     - 19980702 POOR             NJGS
 KV0755
 KV0755                          STATION DESCRIPTION
 KV0755
 KV0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0755'AT KEYPORT.
 KV0755'A DRILL SET IN TOP OF AND AT ANGLE POINT NEAR EAST END OF SHORT
 KV0755'CONCRETE RETAINING WALL AT FOOT OF MYRTLE AVENUE.  BENCH MARK
 KV0755'IS FLUSH WITH TOP OF WALL, ABOUT 50 YARDS NORTH OF NORTH END OF
 KV0755'MYRTLE STREET, 24 FEET NORTHEAST OF EXTREME NORTH POWER POLE
 KV0755'ALONG MYRTLE STREET, AND ABOUT 9 FEET EAST OF EXTENDED CENTER LINE
 KV0755'OF STREET. NOTE--RETAINING WALL IS NOW CRACKING AND STARTING TO
 KV0755'CRUMBLE.
 KV0755
 KV0755                          STATION RECOVERY (1964)
 KV0755
 KV0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0755'RECOVERED IN GOOD CONDITION.
 KV0755
 KV0755                          STATION RECOVERY (1986)
 KV0755
 KV0755'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0755'RECOVERED IN GOOD CONDITION.
 KV0755
 KV0755                          STATION RECOVERY (1992)
 KV0755
 KV0755'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0755'RECOVERED IN GOOD CONDITION.
 KV0755
 KV0755                          STATION RECOVERY (1998)
 KV0755
 KV0755'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 KV0755'THE STATION IS LOCATED IN THE BOROUGH OF KEYPORT ON THE GROUNDS OF A
 KV0755'MUNICIPAL PARK AT THE END OF MYRTLE AVENUE.  TO REACH THE STATION FROM
 KV0755'THE INTERSECTION OF STATE ROUTE 36 AND MIDDLE ROAD, COUNTY ROAD 516 IN
 KV0755'THE TOWNSHIP OF HAZLET, GO WEST ON COUNTY ROAD 516 FOR 0.7 MI (1.1 KM)
 KV0755'TO THE INTERSECTION WITH THIRD STREET.  TURN RIGHT AND GO NORTHEAST ON
 KV0755'THIRD STREET FOR 0.1 MI (0.2 KM) TO THE TEE JUNCTION WITH WAVERLY
 KV0755'STREET.  TURN LEFT AND GO NORTH ON WAVERLY STREET FOR 0.1 MI (0.2 KM)
 KV0755'TO THE TEE JUNCTION WITH FIRST STREET.  TURN LEFT AND GO NORTHWEST ON
 KV0755'FIRST STREET FOR ABOUT 30 M (98.4 FT) TO THE TEE JUNCTION WITH MYRTLE
 KV0755'AVENUE.  TURN RIGHT AND GO NORTH ON MYRTLE AVENUE FOR ABOUT 0.1 MI
 KV0755'(0.2 KM) TO THE END OF PAVING AT THE MUNICIPAL PARK AND THE STATION
 KV0755'AHEAD, SET FLUSH IN A DRILL HOLE IN THE TOP OF A SMALL CONCRETE
 KV0755'HEADWALL NEAR THE WATERS EDGE.  THE STATION IS 7.6 M (24.9 FT) EAST
 KV0755'NORTHEAST FROM A WOOD UTILITY POLE WITH A 5 FT (1.5 M) TALL FIBERGLASS
 KV0755'COLLAR NEAR THE BOTTOM, 14.9 M (48.9 FT) NORTH NORTHEAST FROM A STONE
 KV0755'VETERANS MEMORIAL MARKER, 13.9 M (45.6 FT) NORTH NORTHEAST FROM A
 KV0755'FLAGPOLE AND 17.6 M (57.7 FT) NORTH NORTHEAST FROM STATION 853 1545
 KV0755'TIDAL B.  THE HEADWALL AS WELL AS THE DISK IS LEANING.  THE ELEVATION
 KV0755'AS REESTABLISHED IS ON THE DATUM POINT OF THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0856 ***********************************************************************
 KU0856  TIDAL BM    -  This is a Tidal Bench Mark.
 KU0856  DESIGNATION -  TIDAL 1 STA 27
 KU0856  PID         -  KU0856
 KU0856  STATE/COUNTY-  NJ/MONMOUTH
 KU0856  USGS QUAD   -  LONG BRANCH (1981)
 KU0856
 KU0856                         *CURRENT SURVEY CONTROL
 KU0856  ___________________________________________________________________
 KU0856* NAD 83(1986)-  40 20 11.     (N)    073 59 06.     (W)     SCALED    
 KU0856* NAVD 88     -         0.633  (meters)       2.08   (feet)  ADJUSTED  
 KU0856  ___________________________________________________________________
 KU0856  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KU0856  DYNAMIC HT  -           0.633 (meters)       2.08  (feet)  COMP
 KU0856  MODELED GRAV-     980,178.3   (mgal)                       NAVD 88
 KU0856
 KU0856  VERT ORDER  -  SECOND    CLASS 0
 KU0856
 KU0856.The horizontal coordinates were scaled from a topographic map and have
 KU0856.an estimated accuracy of +/- 6 seconds.
 KU0856
 KU0856.The orthometric height was determined by differential leveling
 KU0856.and adjusted by the National Geodetic Survey in June 1991..
 KU0856
 KU0856.This Tidal Bench Mark is designated as VM 2560
 KU0856.by the Center for Operational Oceanographic Products and Services.
 KU0856
 KU0856.The geoid height was determined by GEOID03.
 KU0856
 KU0856.The dynamic height is computed by dividing the NAVD 88
 KU0856.geopotential number by the normal gravity value computed on the
 KU0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0856.degrees latitude (g = 980.6199 gals.).
 KU0856
 KU0856.The modeled gravity was interpolated from observed gravity values.
 KU0856
 KU0856;                    North         East    Units  Estimated Accuracy
 KU0856;SPC NJ       -   166,990.      193,760.      MT  (+/- 180 meters Scaled)
 KU0856
 KU0856                          SUPERSEDED SURVEY CONTROL
 KU0856
 KU0856  NGVD 29 (04/16/92)    0.957  (m)            3.14   (f) ADJUSTED    2 0
 KU0856
 KU0856.Superseded values are not recommended for survey control.
 KU0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0856.See file dsdata.txt to determine how the superseded data were derived.
 KU0856
 KU0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK862655(NAD 83)
 KU0856_MARKER: DJ = TIDAL STATION DISK
 KU0856_SETTING: 0 = UNSPECIFIED SETTING
 KU0856_STAMPING: NO 1 1934
 KU0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0856
 KU0856  HISTORY     - Date     Condition        Report By
 KU0856  HISTORY     - 1934     MONUMENTED       CGS
 KU0856  HISTORY     - 1961     GOOD             NGS
 KU0856  HISTORY     - 19920807 MARK NOT FOUND   USPSQD
 KU0856
 KU0856                          STATION DESCRIPTION
 KU0856
 KU0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KU0856'0.7 MI NW FROM MONMOUTH BEACH.
 KU0856'0.3 MILE WEST ALONG WESLEY AVE. FROM THE POST OFFICE AT
 KU0856'MONMOUTH BEACH, THENCE 0.3 MILE NORTH ON MONMOUTH PARKWAY, EAST
 KU0856'OF THE END OF NORTH ROAD NEAR A SMALL DOCK, 70 FEET NORTHEAST
 KU0856'OF THE INTERSECTION OF NORTH ROAD AND SHREWSBURY DRIVE AND 55
 KU0856'FEET FROM THE CENTER OF THE DOCK PROJECTED.
 KU0856
 KU0856                          STATION RECOVERY (1992)
 KU0856
 KU0856'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0805 ***********************************************************************
 KU0805  TIDAL BM    -  This is a Tidal Bench Mark.
 KU0805  DESIGNATION -  TIDAL 1 STA 28
 KU0805  PID         -  KU0805
 KU0805  STATE/COUNTY-  NJ/MONMOUTH
 KU0805  USGS QUAD   -  LONG BRANCH (1981)
 KU0805
 KU0805                         *CURRENT SURVEY CONTROL
 KU0805  ___________________________________________________________________
 KU0805* NAD 83(1986)-  40 18 04.     (N)    073 59 00.     (W)     SCALED    
 KU0805* NAVD 88     -         3.936  (meters)      12.91   (feet)  ADJUSTED  
 KU0805  ___________________________________________________________________
 KU0805  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KU0805  DYNAMIC HT  -           3.934 (meters)      12.91  (feet)  COMP
 KU0805  MODELED GRAV-     980,175.9   (mgal)                       NAVD 88
 KU0805
 KU0805  VERT ORDER  -  FIRST     CLASS I
 KU0805
 KU0805.The horizontal coordinates were scaled from a topographic map and have
 KU0805.an estimated accuracy of +/- 6 seconds.
 KU0805
 KU0805.The orthometric height was determined by differential leveling
 KU0805.and adjusted by the National Geodetic Survey in June 1991..
 KU0805
 KU0805.This Tidal Bench Mark is designated as VM 329
 KU0805.by the Center for Operational Oceanographic Products and Services.
 KU0805
 KU0805.The geoid height was determined by GEOID03.
 KU0805
 KU0805.The dynamic height is computed by dividing the NAVD 88
 KU0805.geopotential number by the normal gravity value computed on the
 KU0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0805.degrees latitude (g = 980.6199 gals.).
 KU0805
 KU0805.The modeled gravity was interpolated from observed gravity values.
 KU0805
 KU0805;                    North         East    Units  Estimated Accuracy
 KU0805;SPC NJ       -   163,070.      193,920.      MT  (+/- 180 meters Scaled)
 KU0805
 KU0805                          SUPERSEDED SURVEY CONTROL
 KU0805
 KU0805  NGVD 29 (04/16/92)    4.263  (m)           13.99   (f) ADJUSTED    1 1
 KU0805
 KU0805.Superseded values are not recommended for survey control.
 KU0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0805.See file dsdata.txt to determine how the superseded data were derived.
 KU0805
 KU0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK864616(NAD 83)
 KU0805_MARKER: DJ = TIDAL STATION DISK
 KU0805_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0805_SP_SET: STEP
 KU0805_STAMPING: TIDAL NO 1 1948
 KU0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0805
 KU0805  HISTORY     - Date     Condition        Report By
 KU0805  HISTORY     - 1948     MONUMENTED       CGS
 KU0805  HISTORY     - 1952     GOOD             NGS
 KU0805  HISTORY     - 1964     GOOD             NGS
 KU0805  HISTORY     - 19920523 GOOD             USPSQD
 KU0805
 KU0805                          STATION DESCRIPTION
 KU0805
 KU0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0805'AT LONG BRANCH.
 KU0805'AT LONG BRANCH, ABOUT 0.1 MILE SOUTH ALONG THIRD AVENUE, THENCE
 KU0805'ABOUT 0.25 MILE EAST ALONG CHELSA AVENUE FROM THE POST OFFICE,
 KU0805'AT THE INTERSECTION OF CHELSA AND SECOND AVENUES, IN THE TOP OF
 KU0805'THE NORTH END OF THE TOP STEP OF LANDING TO THE SECOND AVENUE
 KU0805'ENTRANCE TO OUR LADY STAR OF THE SEA RC CHURCH, 1/2 FOOT SOUTH
 KU0805'OF NORTH HAND RAIL AND ABOUT 3 FEET ABOVE SECOND AVENUE.
 KU0805
 KU0805                          STATION RECOVERY (1964)
 KU0805
 KU0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU0805'RECOVERED IN GOOD CONDITION.
 KU0805
 KU0805                          STATION RECOVERY (1992)
 KU0805
 KU0805'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0337 ***********************************************************************
 KV0337  DESIGNATION -  TIDAL 1 STA 3
 KV0337  PID         -  KV0337
 KV0337  STATE/COUNTY-  NJ/HUDSON
 KV0337  USGS QUAD   -  JERSEY CITY (1981)
 KV0337
 KV0337                         *CURRENT SURVEY CONTROL
 KV0337  ___________________________________________________________________
 KV0337* NAD 83(1986)-  40 40 52.     (N)    074 06 06.     (W)     SCALED    
 KV0337* NAVD 88     -         8.086  (meters)      26.53   (feet)  ADJUSTED  
 KV0337  ___________________________________________________________________
 KV0337  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KV0337  DYNAMIC HT  -           8.083 (meters)      26.52  (feet)  COMP
 KV0337  MODELED GRAV-     980,236.3   (mgal)                       NAVD 88
 KV0337
 KV0337  VERT ORDER  -  FIRST     CLASS II
 KV0337
 KV0337.The horizontal coordinates were scaled from a topographic map and have
 KV0337.an estimated accuracy of +/- 6 seconds.
 KV0337
 KV0337.The orthometric height was determined by differential leveling
 KV0337.and adjusted by the National Geodetic Survey in June 1991..
 KV0337.WARNING-Repeat measurements at this control monument indicate possible
 KV0337.vertical movement.
 KV0337
 KV0337.The geoid height was determined by GEOID03.
 KV0337
 KV0337.The dynamic height is computed by dividing the NAVD 88
 KV0337.geopotential number by the normal gravity value computed on the
 KV0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0337.degrees latitude (g = 980.6199 gals.).
 KV0337
 KV0337.The modeled gravity was interpolated from observed gravity values.
 KV0337
 KV0337;                    North         East    Units  Estimated Accuracy
 KV0337;SPC NJ       -   205,220.      183,670.      MT  (+/- 180 meters Scaled)
 KV0337
 KV0337                          SUPERSEDED SURVEY CONTROL
 KV0337
 KV0337  NGVD 29 (04/16/92)    8.425  (m)           27.64   (f) ADJUSTED    1 2
 KV0337
 KV0337.Superseded values are not recommended for survey control.
 KV0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0337.See file dsdata.txt to determine how the superseded data were derived.
 KV0337
 KV0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL759037(NAD 83)
 KV0337_MARKER: DJ = TIDAL STATION DISK
 KV0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0337_SP_SET: BUILDING FOUNDATION
 KV0337_STAMPING: 1 1938
 KV0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0337
 KV0337  HISTORY     - Date     Condition        Report By
 KV0337  HISTORY     - 1938     MONUMENTED       CGS
 KV0337  HISTORY     - 1952     GOOD             CGS
 KV0337  HISTORY     - 1966     GOOD             CGS
 KV0337  HISTORY     - 19950920 MARK NOT FOUND   NJGS
 KV0337
 KV0337                          STATION DESCRIPTION
 KV0337
 KV0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0337'AT BAYONNE.
 KV0337'AT BAYONNE, ABOUT 0.1 MILE SOUTHEAST ALONG 49TH STREET FROM THE
 KV0337'CROSSING OF AVENUE E, AT THE AMERICAN RADIATOR COMPANY PLANT,
 KV0337'AT THE EAST CORNER OF THE MAIN PART OF THE BRICK BUILDING, SET
 KV0337'IN THE TOP OF CONCRETE FOUNDATION OF BUILDING, 3 FEET SOUTH OF
 KV0337'EAST CORNER, 11 FEET SOUTH OF SOUTH RAIL OF SOUTH TRACK OF
 KV0337'RAILROAD LEADING TO THE SCRAP YARD AND ABOUT 1 FOOT ABOVE GROUND.
 KV0337
 KV0337                          STATION RECOVERY (1966)
 KV0337
 KV0337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KV0337'RECOVERED IN GOOD CONDITION.
 KV0337
 KV0337                          STATION RECOVERY (1995)
 KV0337
 KV0337'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0337'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV0337'SEARCH BY A TWO MAN PARTY.  NUMEROUS CHANGES HAVE BEEN MADE TO THE
 KV0337'AREA SINCE THE LAST RECOVERY.  49TH STREET NOW ENDS AT AVENUE E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0842 ***********************************************************************
 KV0842  DESIGNATION -  TIDAL 1 STA 34
 KV0842  PID         -  KV0842
 KV0842  STATE/COUNTY-  NJ/OCEAN
 KV0842  USGS QUAD   -  POINT PLEASANT (1989)
 KV0842
 KV0842                         *CURRENT SURVEY CONTROL
 KV0842  ___________________________________________________________________
 KV0842* NAD 83(1986)-  40 04 01.     (N)    074 03 00.     (W)     SCALED    
 KV0842* NAVD 88     -         0.707  (meters)       2.32   (feet)  ADJUSTED  
 KV0842  ___________________________________________________________________
 KV0842  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV0842  DYNAMIC HT  -           0.706 (meters)       2.32  (feet)  COMP
 KV0842  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 KV0842
 KV0842  VERT ORDER  -  FIRST     CLASS I
 KV0842
 KV0842.The horizontal coordinates were scaled from a topographic map and have
 KV0842.an estimated accuracy of +/- 6 seconds.
 KV0842
 KV0842.The orthometric height was determined by differential leveling
 KV0842.and adjusted by the National Geodetic Survey in June 1991..
 KV0842
 KV0842.The geoid height was determined by GEOID03.
 KV0842
 KV0842.The dynamic height is computed by dividing the NAVD 88
 KV0842.geopotential number by the normal gravity value computed on the
 KV0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0842.degrees latitude (g = 980.6199 gals.).
 KV0842
 KV0842.The modeled gravity was interpolated from observed gravity values.
 KV0842
 KV0842;                    North         East    Units  Estimated Accuracy
 KV0842;SPC NJ       -   137,040.      188,390.      MT  (+/- 180 meters Scaled)
 KV0842
 KV0842                          SUPERSEDED SURVEY CONTROL
 KV0842
 KV0842  NGVD 29 (04/16/92)    1.044  (m)            3.43   (f) ADJUSTED    1 1
 KV0842
 KV0842.Superseded values are not recommended for survey control.
 KV0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0842.See file dsdata.txt to determine how the superseded data were derived.
 KV0842
 KV0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK810356(NAD 83)
 KV0842_MARKER: DJ = TIDAL STATION DISK
 KV0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0842_STAMPING: NO 1 1934
 KV0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0842+STABILITY: SURFACE MOTION
 KV0842
 KV0842  HISTORY     - Date     Condition        Report By
 KV0842  HISTORY     - 1934     MONUMENTED       CGS
 KV0842  HISTORY     - 1964     GOOD             CGS
 KV0842  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV0842  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0842
 KV0842                          STATION DESCRIPTION
 KV0842
 KV0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0842'1 MI SW FROM BAY HEAD.
 KV0842'0.5 MILE WEST ALONG BRIDGE AVENUE FROM THE POST OFFICE AT BAY
 KV0842'HEAD, THENCE 0.3 MILE SOUTH ALONG BAY AVENUE, THENCE 0.2 MILE
 KV0842'SOUTHEAST THROUGH THE MORTON JOHNSON BOATWORK, 35.5 FEET NORTH
 KV0842'OF THE SOUTHEAST CORNER OF THE OFFICE BUILDING, 19.2 FEET SOUTH
 KV0842'OF THE NORTHWEST CORNER OF OFFICE BUILDING, 20 FEET WEST OF BOAT
 KV0842'BASIN, 1.5 FEET EAST OF THE EAST WALL OF OFFICE BUILDING, 48 FEET
 KV0842'NORTH OF THE NORTH SIDE OF A SMALL DRAWBRIDGE, SET IN THE TOP
 KV0842'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 KV0842'GROUND.  NOTE-- MARK MAY ALSO BE REACHED BY GOING 0.15 MILE WEST
 KV0842'ALONG BRIDGE AVENUE FROM THE POST OFFICE AT BAY HEAD, THENCE 0.3
 KV0842'MILES SOUTH ALONG WEST LAKE AVENUE TO DRAW BRIDGE LEADING TO
 KV0842'MORTON JOHNSON BOATWORKS.
 KV0842
 KV0842                          STATION RECOVERY (1984)
 KV0842
 KV0842'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0842'MARK NOT FOUND.
 KV0842
 KV0842                          STATION RECOVERY (1987)
 KV0842
 KV0842'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0842'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0849 ***********************************************************************
 KV0849  DESIGNATION -  TIDAL 1 STA 35
 KV0849  PID         -  KV0849
 KV0849  STATE/COUNTY-  NJ/OCEAN
 KV0849  USGS QUAD   -  POINT PLEASANT (1989)
 KV0849
 KV0849                         *CURRENT SURVEY CONTROL
 KV0849  ___________________________________________________________________
 KV0849* NAD 83(1986)-  40 03 39.     (N)    074 06 56.     (W)     SCALED    
 KV0849* NAVD 88     -         4.118  (meters)      13.51   (feet)  ADJUSTED  
 KV0849  ___________________________________________________________________
 KV0849  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV0849  DYNAMIC HT  -           4.116 (meters)      13.50  (feet)  COMP
 KV0849  MODELED GRAV-     980,160.6   (mgal)                       NAVD 88
 KV0849
 KV0849  VERT ORDER  -  SECOND    CLASS 0
 KV0849
 KV0849.The horizontal coordinates were scaled from a topographic map and have
 KV0849.an estimated accuracy of +/- 6 seconds.
 KV0849
 KV0849.The orthometric height was determined by differential leveling
 KV0849.and adjusted by the National Geodetic Survey in June 1991..
 KV0849
 KV0849.The geoid height was determined by GEOID03.
 KV0849
 KV0849.The dynamic height is computed by dividing the NAVD 88
 KV0849.geopotential number by the normal gravity value computed on the
 KV0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0849.degrees latitude (g = 980.6199 gals.).
 KV0849
 KV0849.The modeled gravity was interpolated from observed gravity values.
 KV0849
 KV0849;                    North         East    Units  Estimated Accuracy
 KV0849;SPC NJ       -   136,340.      182,800.      MT  (+/- 180 meters Scaled)
 KV0849
 KV0849                          SUPERSEDED SURVEY CONTROL
 KV0849
 KV0849  NGVD 29 (04/16/92)    4.451  (m)           14.60   (f) ADJUSTED    2 0
 KV0849
 KV0849.Superseded values are not recommended for survey control.
 KV0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0849.See file dsdata.txt to determine how the superseded data were derived.
 KV0849
 KV0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK754348(NAD 83)
 KV0849_MARKER: DJ = TIDAL STATION DISK
 KV0849_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0849_SP_SET: CONCRETE FILLED TILE
 KV0849_STAMPING: NO 1 1934
 KV0849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0849
 KV0849  HISTORY     - Date     Condition        Report By
 KV0849  HISTORY     - 1934     MONUMENTED       CGS
 KV0849  HISTORY     - 1961     GOOD             CGS
 KV0849  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0849  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0849  HISTORY     - 19870120 MARK NOT FOUND   USPSQD
 KV0849  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV0849
 KV0849                          STATION DESCRIPTION
 KV0849
 KV0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0849'4.8 MI SW FROM BAY HEAD.
 KV0849'1.5 MILES WEST ON BRIDGE AVE. FROM THE POST OFFICE AT BAY
 KV0849'HEAD, THENCE 0.9 MILE SOUTH ON BEAVER DAM ROAD, THENCE 1.4 MILES
 KV0849'WEST ON METEDECONK OR PRINCETON ROAD, AT HURRICANE HARBOR CAMP,
 KV0849'135 FEET NORTH OF THE LODGE, 80 FEET EAST OF A ROW OF CABINS
 KV0849'AND 18 FEET EAST OF THE CENTERLINE OF A ROAD LEADING TO THE BOAT
 KV0849'DOCKS.  SET IN A CONCRETE FILLED TILE PIPE PROJECTING 3 INCHES
 KV0849'ABOVE THE GROUND.
 KV0849
 KV0849                          STATION RECOVERY (1987)
 KV0849
 KV0849'RECOVERY NOTE BY US POWER SQUADRON 1987 (JH)
 KV0849'MARK NOT FOUND.
 KV0849
 KV0849                          STATION RECOVERY (1987)
 KV0849
 KV0849'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0849'MARK NOT FOUND.
 KV0849
 KV0849                          STATION RECOVERY (1987)
 KV0849
 KV0849'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0849'MARK NOT FOUND.
 KV0849
 KV0849                          STATION RECOVERY (1990)
 KV0849
 KV0849'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0036 ***********************************************************************
 JU0036  DESIGNATION -  TIDAL 1 STA 39
 JU0036  PID         -  JU0036
 JU0036  STATE/COUNTY-  NJ/OCEAN
 JU0036  USGS QUAD   -  TOMS RIVER (1989)
 JU0036
 JU0036                         *CURRENT SURVEY CONTROL
 JU0036  ___________________________________________________________________
 JU0036* NAD 83(1986)-  39 56 37.     (N)    074 11 22.     (W)     SCALED    
 JU0036* NAVD 88     -         1.405  (meters)       4.61   (feet)  POSTED    
 JU0036  ___________________________________________________________________
 JU0036  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU0036  DYNAMIC HT  -           1.400 (meters)       4.59  (feet)  COMP
 JU0036  MODELED GRAV-     980,160.9   (mgal)                       NAVD 88
 JU0036
 JU0036  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0036
 JU0036.The horizontal coordinates were scaled from a topographic map and have
 JU0036.an estimated accuracy of +/- 6 seconds.
 JU0036
 JU0036.The orthometric height was determined by differential leveling
 JU0036.and adjusted by the National Geodetic Survey in 1992..
 JU0036.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0036.rate of 0.0 thru 1.0 mm/km.
 JU0036
 JU0036.The geoid height was determined by GEOID03.
 JU0036
 JU0036.The dynamic height is computed by dividing the NAVD 88
 JU0036.geopotential number by the normal gravity value computed on the
 JU0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0036.degrees latitude (g = 980.6199 gals.).
 JU0036
 JU0036.The modeled gravity was interpolated from observed gravity values.
 JU0036
 JU0036;                    North         East    Units  Estimated Accuracy
 JU0036;SPC NJ       -   123,300.      176,540.      MT  (+/- 180 meters Scaled)
 JU0036
 JU0036                          SUPERSEDED SURVEY CONTROL
 JU0036
 JU0036  NGVD 29 (04/16/92)    1.747  (m)            5.73   (f) ADJUSTED    1 1
 JU0036
 JU0036.Superseded values are not recommended for survey control.
 JU0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0036.See file dsdata.txt to determine how the superseded data were derived.
 JU0036
 JU0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK692218(NAD 83)
 JU0036_MARKER: DJ = TIDAL STATION DISK
 JU0036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0036_SP_SET: PIER
 JU0036_STAMPING: NO 1 1935
 JU0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0036
 JU0036  HISTORY     - Date     Condition        Report By
 JU0036  HISTORY     - 1935     MONUMENTED       CGS
 JU0036  HISTORY     - 1964     GOOD             CGS
 JU0036  HISTORY     - 1975     GOOD             USGS
 JU0036  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU0036  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0036  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0036  HISTORY     - 19960728 MARK NOT FOUND   USPSQD
 JU0036
 JU0036                          STATION DESCRIPTION
 JU0036
 JU0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0036'AT BEACHWOOD.
 JU0036'AT BEACHWOOD, ABOUT 0.15 MILE NORTHWEST ALONG STATE HIGHWAY 166
 JU0036'FROM THE BEACHWOOD FIRE HOUSE AND CITY HALL, THENCE 0.2 MILE
 JU0036'NORTHEAST ALONG BRIGANTINE STREET, AT THE INTERSECTION OF COMPASS
 JU0036'AVENUE, SET IN THE SOUTH CORNER OF THE CONCRETE BASE OF THE
 JU0036'SOUTH PIER WHICH SUPPORTS THE PORCH OF THE BEACHWOOD COMMUNITY
 JU0036'CLUBHOUSE, 139 FEET NORTHEAST OF THE CENTER LINE OF CAMPASS AVENUE,
 JU0036'16 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF BRIGANTINE
 JU0036'STREET, ABOUT 2.8 FEET ABOVE THE GROUND AND ABOUT 2 FEET ABOVE
 JU0036'THE LEVEL OF THE AVENUE.  TIDAL STATION 39, BEACHWOOD, TOMS RIVER .
 JU0036
 JU0036                          STATION RECOVERY (1975)
 JU0036
 JU0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JU0036'RECOVERED IN GOOD CONDITION.
 JU0036
 JU0036                          STATION RECOVERY (1984)
 JU0036
 JU0036'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0036'MARK NOT FOUND.
 JU0036
 JU0036                          STATION RECOVERY (1987)
 JU0036
 JU0036'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0036'MARK NOT FOUND.
 JU0036
 JU0036                          STATION RECOVERY (1987)
 JU0036
 JU0036'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0036'MARK NOT FOUND.
 JU0036
 JU0036                          STATION RECOVERY (1996)
 JU0036
 JU0036'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0045 ***********************************************************************
 JU0045  DESIGNATION -  TIDAL 1 STA 40
 JU0045  PID         -  JU0045
 JU0045  STATE/COUNTY-  NJ/OCEAN
 JU0045  USGS QUAD   -  SEASIDE PARK (1989)
 JU0045
 JU0045                         *CURRENT SURVEY CONTROL
 JU0045  ___________________________________________________________________
 JU0045* NAD 83(1986)-  39 55 11.     (N)    074 06 38.     (W)     SCALED    
 JU0045* NAVD 88     -         1.404  (meters)       4.61   (feet)  ADJUSTED  
 JU0045  ___________________________________________________________________
 JU0045  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU0045  DYNAMIC HT  -           1.403 (meters)       4.60  (feet)  COMP
 JU0045  MODELED GRAV-     980,163.0   (mgal)                       NAVD 88
 JU0045
 JU0045  VERT ORDER  -  FIRST     CLASS I
 JU0045
 JU0045.The horizontal coordinates were scaled from a topographic map and have
 JU0045.an estimated accuracy of +/- 6 seconds.
 JU0045
 JU0045.The orthometric height was determined by differential leveling
 JU0045.and adjusted by the National Geodetic Survey in June 1991..
 JU0045
 JU0045.The geoid height was determined by GEOID03.
 JU0045
 JU0045.The dynamic height is computed by dividing the NAVD 88
 JU0045.geopotential number by the normal gravity value computed on the
 JU0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0045.degrees latitude (g = 980.6199 gals.).
 JU0045
 JU0045.The modeled gravity was interpolated from observed gravity values.
 JU0045
 JU0045;                    North         East    Units  Estimated Accuracy
 JU0045;SPC NJ       -   120,670.      183,290.      MT  (+/- 180 meters Scaled)
 JU0045
 JU0045                          SUPERSEDED SURVEY CONTROL
 JU0045
 JU0045  NGVD 29 (04/16/92)    1.765  (m)            5.79   (f) ADJUSTED    1 1
 JU0045
 JU0045.Superseded values are not recommended for survey control.
 JU0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0045.See file dsdata.txt to determine how the superseded data were derived.
 JU0045
 JU0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK760192(NAD 83)
 JU0045_MARKER: DJ = TIDAL STATION DISK
 JU0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0045_SP_SET: SEMAPHORE
 JU0045_STAMPING: NO 1 1936
 JU0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0045
 JU0045  HISTORY     - Date     Condition        Report By
 JU0045  HISTORY     - 1936     MONUMENTED       CGS
 JU0045  HISTORY     - 1964     GOOD             CGS
 JU0045  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0045
 JU0045                          STATION DESCRIPTION
 JU0045
 JU0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0045'2 MI E FROM OCEAN GATE.
 JU0045'ABOUT 0.05 MILE NORTH ALONG OCEAN GATE AVENUE FROM THE POST
 JU0045'OFFICE AT OCEAN GATE, THENCE ABOUT 1.9 MILES EAST AND SOUTH ALONG
 JU0045'BAYVIEW AVENUE, THENCE ABOUT 0.1 MILE EAST ALONG AN ABANDONED
 JU0045'RAILROAD ROADBED, NEAR BARNEGAT PIER, 195 FEET WEST OF THE CENTER
 JU0045'OF A LARGE CONCRETE ABUTMENT OF ABANDONED RAILROAD SIGNAL TOWER,
 JU0045'37.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A GREEN BUILDING,
 JU0045'SET IN THE TOP AT THE SOUTHEAST CORNER OF AN ABANDONED RAILROAD
 JU0045'SEMAPHORE (3-BY-3-FOOT SQUARE, 0.5 FOOT ABOVE THE LEVEL OF THE
 JU0045'GROUND.  TIDAL STATION 40, BARNEGAT PIER, BARNEGAT BAY.
 JU0045
 JU0045                          STATION RECOVERY (1987)
 JU0045
 JU0045'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0204 ***********************************************************************
 JU0204  DESIGNATION -  TIDAL 1 STA 50
 JU0204  PID         -  JU0204
 JU0204  STATE/COUNTY-  NJ/OCEAN
 JU0204  USGS QUAD   -  BEACH HAVEN (1977)
 JU0204
 JU0204                         *CURRENT SURVEY CONTROL
 JU0204  ___________________________________________________________________
 JU0204* NAD 83(1986)-  39 33 54.     (N)    074 14 45.     (W)     SCALED    
 JU0204* NAVD 88     -         0.722  (meters)       2.37   (feet)  ADJUSTED  
 JU0204  ___________________________________________________________________
 JU0204  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JU0204  DYNAMIC HT  -           0.722 (meters)       2.37  (feet)  COMP
 JU0204  MODELED GRAV-     980,136.8   (mgal)                       NAVD 88
 JU0204
 JU0204  VERT ORDER  -  FIRST     CLASS I
 JU0204
 JU0204.The horizontal coordinates were scaled from a topographic map and have
 JU0204.an estimated accuracy of +/- 6 seconds.
 JU0204
 JU0204.The orthometric height was determined by differential leveling
 JU0204.and adjusted by the National Geodetic Survey in June 1991..
 JU0204
 JU0204.The geoid height was determined by GEOID03.
 JU0204
 JU0204.The dynamic height is computed by dividing the NAVD 88
 JU0204.geopotential number by the normal gravity value computed on the
 JU0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0204.degrees latitude (g = 980.6199 gals.).
 JU0204
 JU0204.The modeled gravity was interpolated from observed gravity values.
 JU0204
 JU0204;                    North         East    Units  Estimated Accuracy
 JU0204;SPC NJ       -    81,250.      171,840.      MT  (+/- 180 meters Scaled)
 JU0204
 JU0204                          SUPERSEDED SURVEY CONTROL
 JU0204
 JU0204  NGVD 29 (??/??/??)    1.104  (m)            3.62   (f) ADJUSTED    1 1
 JU0204
 JU0204.Superseded values are not recommended for survey control.
 JU0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0204.See file dsdata.txt to determine how the superseded data were derived.
 JU0204
 JU0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ647797(NAD 83)
 JU0204_MARKER: DJ = TIDAL STATION DISK
 JU0204_SETTING: 0 = UNSPECIFIED SETTING
 JU0204_STAMPING: NO 1 1935
 JU0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0204
 JU0204  HISTORY     - Date     Condition        Report By
 JU0204  HISTORY     - 1935     MONUMENTED       CGS
 JU0204  HISTORY     - 1964     GOOD             CGS
 JU0204  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JU0204
 JU0204                          STATION DESCRIPTION
 JU0204
 JU0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0204'AT BEACH HAVEN.
 JU0204'ON LONG BEACH, AT BEACH HAVEN, ABOUT 0.3 MILE SOUTHWEST ALONG
 JU0204'BAY AVENUE FROM THE BEACH HAVEN POST OFFICE, THENCE ABOUT 0.3
 JU0204'MILE NORTHWEST ALONG CENTER STREET, NEAR THE INTERSECTION OF
 JU0204'WEST AVENUE, IN THE CONCRETE DRIVEWAY TO BEACH HAVEN YACHT CLUB,
 JU0204'95 FEET SOUTHWEST OF THE SOUTHWEST CURB OF CENTER STREET, 30
 JU0204'FEET NORTHWEST OF THE CENTER LINE OF WEST AVENUE, 1.4 FEET
 JU0204'NORTHWEST OF THE NORTHWEST EDGE OF SIDEWALK AND ABOUT LEVEL
 JU0204'WITH THE TOP OF THE SIDEWALK.
 JU0204
 JU0204                          STATION RECOVERY (1988)
 JU0204
 JU0204'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0239 ***********************************************************************
 JU0239  DESIGNATION -  TIDAL 1 STA 53
 JU0239  PID         -  JU0239
 JU0239  STATE/COUNTY-  NJ/OCEAN
 JU0239  USGS QUAD   -  TUCKERTON (1995)
 JU0239
 JU0239                         *CURRENT SURVEY CONTROL
 JU0239  ___________________________________________________________________
 JU0239* NAD 83(1986)-  39 31 21.     (N)    074 17 50.     (W)     SCALED    
 JU0239* NAVD 88     -         1.186  (meters)       3.89   (feet)  ADJUSTED  
 JU0239  ___________________________________________________________________
 JU0239  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JU0239  DYNAMIC HT  -           1.186 (meters)       3.89  (feet)  COMP
 JU0239  MODELED GRAV-     980,131.4   (mgal)                       NAVD 88
 JU0239
 JU0239  VERT ORDER  -  SECOND    CLASS 0
 JU0239
 JU0239.The horizontal coordinates were scaled from a topographic map and have
 JU0239.an estimated accuracy of +/- 6 seconds.
 JU0239
 JU0239.The orthometric height was determined by differential leveling
 JU0239.and adjusted by the National Geodetic Survey in June 1991..
 JU0239
 JU0239.The geoid height was determined by GEOID03.
 JU0239
 JU0239.The dynamic height is computed by dividing the NAVD 88
 JU0239.geopotential number by the normal gravity value computed on the
 JU0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0239.degrees latitude (g = 980.6199 gals.).
 JU0239
 JU0239.The modeled gravity was interpolated from observed gravity values.
 JU0239
 JU0239;                    North         East    Units  Estimated Accuracy
 JU0239;SPC NJ       -    76,520.      167,430.      MT  (+/- 180 meters Scaled)
 JU0239
 JU0239                          SUPERSEDED SURVEY CONTROL
 JU0239
 JU0239  NGVD 29 (??/??/??)    1.573  (m)            5.16   (f) ADJUSTED    2 0
 JU0239
 JU0239.Superseded values are not recommended for survey control.
 JU0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0239.See file dsdata.txt to determine how the superseded data were derived.
 JU0239
 JU0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ604749(NAD 83)
 JU0239_MARKER: DJ = TIDAL STATION DISK
 JU0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0239_STAMPING: NO 1 1954
 JU0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0239+STABILITY: SURFACE MOTION
 JU0239
 JU0239  HISTORY     - Date     Condition        Report By
 JU0239  HISTORY     - 1954     MONUMENTED       CGS
 JU0239  HISTORY     - 1961     GOOD             CGS
 JU0239
 JU0239                          STATION DESCRIPTION
 JU0239
 JU0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0239'7.1 MI S FROM TUCKERTON.
 JU0239'0.3 MILE SOUTHWEST ON U.S. HIGHWAY 9 FROM THE POST OFFICE AT
 JU0239'TUCKERTON, THENCE 5.6 MILES SOUTH ON GREAT BAY BOULEVARD, THENCE
 JU0239'1.2 MILE SOUTHEAST ALONG NORTH SIDE OF LITTLE SHEEPSHEAD CREEK
 JU0239'TO THE INTERSECTION OF BIG SHEEPSHEAD CREEK AND SHOOTING THOROFARE
 JU0239'AT SOUTHERN POINT OF MARSH, ONE FOOT NORTHEAST OF END POLE OF
 JU0239'A TRANSMISSION LINE EXTENDING ACROSS MARSH.  SET IN A TEN-INCH
 JU0239'TILE FILLED WITH CONCRETE AND EXTENDING TWO INCHES ABOVE THE
 JU0239'SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0334 ***********************************************************************
 JU0334  DESIGNATION -  TIDAL 1 STA 61
 JU0334  PID         -  JU0334
 JU0334  STATE/COUNTY-  NJ/ATLANTIC
 JU0334  USGS QUAD   -  OCEANVILLE (1989)
 JU0334
 JU0334                         *CURRENT SURVEY CONTROL
 JU0334  ___________________________________________________________________
 JU0334* NAD 83(1986)-  39 25 18.     (N)    074 28 56.     (W)     SCALED    
 JU0334* NAVD 88     -         0.586  (meters)       1.92   (feet)  ADJUSTED  
 JU0334  ___________________________________________________________________
 JU0334  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JU0334  DYNAMIC HT  -           0.586 (meters)       1.92  (feet)  COMP
 JU0334  MODELED GRAV-     980,119.2   (mgal)                       NAVD 88
 JU0334
 JU0334  VERT ORDER  -  SECOND    CLASS 0
 JU0334
 JU0334.The horizontal coordinates were scaled from a topographic map and have
 JU0334.an estimated accuracy of +/- 6 seconds.
 JU0334
 JU0334.The orthometric height was determined by differential leveling
 JU0334.and adjusted by the National Geodetic Survey in June 1991..
 JU0334
 JU0334.The geoid height was determined by GEOID03.
 JU0334
 JU0334.The dynamic height is computed by dividing the NAVD 88
 JU0334.geopotential number by the normal gravity value computed on the
 JU0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0334.degrees latitude (g = 980.6199 gals.).
 JU0334
 JU0334.The modeled gravity was interpolated from observed gravity values.
 JU0334
 JU0334;                    North         East    Units  Estimated Accuracy
 JU0334;SPC NJ       -    65,310.      151,530.      MT  (+/- 180 meters Scaled)
 JU0334
 JU0334                          SUPERSEDED SURVEY CONTROL
 JU0334
 JU0334  NGVD 29 (??/??/??)    0.977  (m)            3.21   (f) ADJUSTED    2 0
 JU0334
 JU0334.Superseded values are not recommended for survey control.
 JU0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0334.See file dsdata.txt to determine how the superseded data were derived.
 JU0334
 JU0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ445636(NAD 83)
 JU0334_MARKER: DJ = TIDAL STATION DISK
 JU0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0334_STAMPING: NO 1 1936
 JU0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0334+STABILITY: SURFACE MOTION
 JU0334
 JU0334  HISTORY     - Date     Condition        Report By
 JU0334  HISTORY     - 1936     MONUMENTED       CGS
 JU0334  HISTORY     - 1961     GOOD             CGS
 JU0334
 JU0334                          STATION DESCRIPTION
 JU0334
 JU0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0334'1.5 MI E FROM ABSECON.
 JU0334'0.5 MILE SOUTHEAST ON U.S. HIGHWAY 30 FROM THE JUNCTION OF U.S.
 JU0334'HIGHWAY 9 IN ABSECON, THENCE 0.6 MILE NORTHEAST ON REED ROAD TO
 JU0334'END OF ROAD, THENCE 0.4 MILE EAST ACROSS MARSH TO THE ENTRANCE
 JU0334'OF ABSECON CREEK, 270 FEET NORTH OF A SMALL DITCH AND 56 FEET WEST
 JU0334'OF THE WEST BANK OF ABSECON CREEK.  SET IN A CONCRETE TILE FILLED
 JU0334'WITH CONCRETE PROJECTING 2 INCHES ABOVE THE GROUND.  NOTE-- THE
 JU0334'POST IS LEANING BUT IS SOLID IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0329 ***********************************************************************
 JU0329  DESIGNATION -  TIDAL 1 STA 65
 JU0329  PID         -  JU0329
 JU0329  STATE/COUNTY-  NJ/ATLANTIC
 JU0329  USGS QUAD   -  ATLANTIC CITY (1994)
 JU0329
 JU0329                         *CURRENT SURVEY CONTROL
 JU0329  ___________________________________________________________________
 JU0329* NAD 83(1986)-  39 20 51.     (N)    074 29 35.     (W)     SCALED    
 JU0329* NAVD 88     -         0.828  (meters)       2.72   (feet)  ADJUSTED  
 JU0329  ___________________________________________________________________
 JU0329  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 JU0329  DYNAMIC HT  -           0.828 (meters)       2.72  (feet)  COMP
 JU0329  MODELED GRAV-     980,106.4   (mgal)                       NAVD 88
 JU0329
 JU0329  VERT ORDER  -  SECOND    CLASS 0
 JU0329
 JU0329.The horizontal coordinates were scaled from a topographic map and have
 JU0329.an estimated accuracy of +/- 6 seconds.
 JU0329
 JU0329.The orthometric height was determined by differential leveling
 JU0329.and adjusted by the National Geodetic Survey in June 1991..
 JU0329
 JU0329.The geoid height was determined by GEOID03.
 JU0329
 JU0329.The dynamic height is computed by dividing the NAVD 88
 JU0329.geopotential number by the normal gravity value computed on the
 JU0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0329.degrees latitude (g = 980.6199 gals.).
 JU0329
 JU0329.The modeled gravity was interpolated from observed gravity values.
 JU0329
 JU0329;                    North         East    Units  Estimated Accuracy
 JU0329;SPC NJ       -    57,080.      150,600.      MT  (+/- 180 meters Scaled)
 JU0329
 JU0329                          SUPERSEDED SURVEY CONTROL
 JU0329
 JU0329  NGVD 29 (04/16/92)    1.224  (m)            4.02   (f) ADJUSTED    2 0
 JU0329
 JU0329.Superseded values are not recommended for survey control.
 JU0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0329.See file dsdata.txt to determine how the superseded data were derived.
 JU0329
 JU0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ436554(NAD 83)
 JU0329_MARKER: DJ = TIDAL STATION DISK
 JU0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0329_SP_SET: CONCRETE TILE
 JU0329_STAMPING: NO 1 1936
 JU0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0329
 JU0329  HISTORY     - Date     Condition        Report By
 JU0329  HISTORY     - 1936     MONUMENTED       CGS
 JU0329  HISTORY     - 1961     GOOD             CGS
 JU0329
 JU0329                          STATION DESCRIPTION
 JU0329
 JU0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0329'AT VENTNOR CITY.
 JU0329'0.85 MILES NORTHWEST ON WYOMING AVENUE FROM JUNCTION WITH ATLANTIC
 JU0329'AVENUE AND VENTNOR AVENUE TO THE END OF WYOMING AVENUE THENCE
 JU0329'0.25 MILE NORTHEAST ALONG THE SOUTHEAST SIDE OF BEACH THOROFARE,
 JU0329'SOUTHEAST AND ACROSS THOROFARE FROM THE EAST TIP OF SHELTER ISLAND.
 JU0329'(THE PART OF THE ISLAND WHERE A HOUSE IS STANDING) 0.4 MILE SOUTH
 JU0329'OF THE NORTH END OF WEST CANAL, 175 FEET SOUTHEAST FROM THE
 JU0329'SOUTHEAST SIDE OF BEACH THOROFARE, 128 FEET NORTHEAST OF TIDAL
 JU0329'BENCH MARK NO. 2.  NOTE-- THE CONCRETE IN THIS MARK IS ABOUT 1/2
 JU0329'GONE 2 INCHES FROM THE TOP BUT THE MARK IS STILL TIGHT.  IT IS SET
 JU0329'IN 8 INCH TILE FILLED WITH CONCRETE PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0480 ***********************************************************************
 JU0480  DESIGNATION -  TIDAL 1 STA 67
 JU0480  PID         -  JU0480
 JU0480  STATE/COUNTY-  NJ/ATLANTIC
 JU0480  USGS QUAD   -  OCEAN CITY (1994)
 JU0480
 JU0480                         *CURRENT SURVEY CONTROL
 JU0480  ___________________________________________________________________
 JU0480* NAD 83(1986)-  39 18 52.     (N)    074 31 36.     (W)     SCALED    
 JU0480* NAVD 88     -         1.846  (meters)       6.06   (feet)  ADJUSTED  
 JU0480  ___________________________________________________________________
 JU0480  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 JU0480  DYNAMIC HT  -           1.845 (meters)       6.05  (feet)  COMP
 JU0480  MODELED GRAV-     980,103.1   (mgal)                       NAVD 88
 JU0480
 JU0480  VERT ORDER  -  SECOND    CLASS 0
 JU0480
 JU0480.The horizontal coordinates were scaled from a topographic map and have
 JU0480.an estimated accuracy of +/- 6 seconds.
 JU0480
 JU0480.The orthometric height was determined by differential leveling
 JU0480.and adjusted by the National Geodetic Survey in June 1991..
 JU0480
 JU0480.The geoid height was determined by GEOID03.
 JU0480
 JU0480.The dynamic height is computed by dividing the NAVD 88
 JU0480.geopotential number by the normal gravity value computed on the
 JU0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0480.degrees latitude (g = 980.6199 gals.).
 JU0480
 JU0480.The modeled gravity was interpolated from observed gravity values.
 JU0480
 JU0480;                    North         East    Units  Estimated Accuracy
 JU0480;SPC NJ       -    53,410.      147,700.      MT  (+/- 180 meters Scaled)
 JU0480
 JU0480                          SUPERSEDED SURVEY CONTROL
 JU0480
 JU0480  NGVD 29 (04/16/92)    2.235  (m)            7.33   (f) ADJUSTED    2 0
 JU0480
 JU0480.Superseded values are not recommended for survey control.
 JU0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0480.See file dsdata.txt to determine how the superseded data were derived.
 JU0480
 JU0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ408517(NAD 83)
 JU0480_MARKER: DJ = TIDAL STATION DISK
 JU0480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0480_SP_SET: SIDEWALK
 JU0480_STAMPING: NO 1 1937
 JU0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0480
 JU0480  HISTORY     - Date     Condition        Report By
 JU0480  HISTORY     - 1937     MONUMENTED       CGS
 JU0480  HISTORY     - 1961     GOOD             CGS
 JU0480  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU0480
 JU0480                          STATION DESCRIPTION
 JU0480
 JU0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0480'AT LONGPORT.
 JU0480'IN THE SIDEWALK ALONG SOUTHEAST EDGE OF SUNSET AVENUE, 68 PACES
 JU0480'NORTH OF TIDAL NO. 2.  162.5 FEET SOUTHWEST OF SOUTHWEST CURB
 JU0480'OF 28TH.  AVENUE, 76 FEET NORTHEAST OF NORTHEAST CURB OF 27TH.
 JU0480'AVENUE AND 6 FEET SOUTHEAST OF SOUTHEAST CURB OF SUNSET AVENUE.
 JU0480'SET IN DRILL HOLE LEVEL WITH THE SIDEWALK.  NOTE-- LONGPORT
 JU0480'(VENTNOR AVENUE HIGHWAY BRIDGE)
 JU0480
 JU0480                          STATION RECOVERY (2001)
 JU0480
 JU0480'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0480'THE STATION WAS NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0493 ***********************************************************************
 JU0493  DESIGNATION -  TIDAL 1 STA 71
 JU0493  PID         -  JU0493
 JU0493  STATE/COUNTY-  NJ/ATLANTIC
 JU0493  USGS QUAD   -  OCEAN CITY (1994)
 JU0493
 JU0493                         *CURRENT SURVEY CONTROL
 JU0493  ___________________________________________________________________
 JU0493* NAD 83(1986)-  39 17 49.     (N)    074 37 27.     (W)     SCALED    
 JU0493* NAVD 88     -         3.658  (meters)      12.00   (feet)  ADJUSTED  
 JU0493  ___________________________________________________________________
 JU0493  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 JU0493  DYNAMIC HT  -           3.656 (meters)      11.99  (feet)  COMP
 JU0493  MODELED GRAV-     980,102.1   (mgal)                       NAVD 88
 JU0493
 JU0493  VERT ORDER  -  SECOND    CLASS 0
 JU0493
 JU0493.The horizontal coordinates were scaled from a topographic map and have
 JU0493.an estimated accuracy of +/- 6 seconds.
 JU0493
 JU0493.The orthometric height was determined by differential leveling
 JU0493.and adjusted by the National Geodetic Survey in June 1991..
 JU0493
 JU0493.The geoid height was determined by GEOID03.
 JU0493
 JU0493.The dynamic height is computed by dividing the NAVD 88
 JU0493.geopotential number by the normal gravity value computed on the
 JU0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0493.degrees latitude (g = 980.6199 gals.).
 JU0493
 JU0493.The modeled gravity was interpolated from observed gravity values.
 JU0493
 JU0493;                    North         East    Units  Estimated Accuracy
 JU0493;SPC NJ       -    51,470.      139,290.      MT  (+/- 180 meters Scaled)
 JU0493
 JU0493                          SUPERSEDED SURVEY CONTROL
 JU0493
 JU0493  NGVD 29 (??/??/??)    4.054  (m)           13.30   (f) ADJUSTED    2 0
 JU0493
 JU0493.Superseded values are not recommended for survey control.
 JU0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0493.See file dsdata.txt to determine how the superseded data were derived.
 JU0493
 JU0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ324497(NAD 83)
 JU0493_MARKER: DJ = TIDAL STATION DISK
 JU0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0493_SP_SET: BRIDGE
 JU0493_STAMPING: NO 1 1937
 JU0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0493
 JU0493  HISTORY     - Date     Condition        Report By
 JU0493  HISTORY     - 1937     MONUMENTED       CGS
 JU0493  HISTORY     - 1961     GOOD             CGS
 JU0493  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU0493
 JU0493                          STATION DESCRIPTION
 JU0493
 JU0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0493'0.9 MI SW FROM SOMERS POINT.
 JU0493'0.9 MILE SOUTHWEST ON U.S. HIGHWAY 9 FROM THE JUNCTION WITH
 JU0493'THE GARDEN STATE PARKWAY, 643.5 FEET SOUTHWEST OF THE NORTHEAST
 JU0493'END OF THE BRIDGE FLOOR OVER GREAT EGG HARBOR BAY, 545 YARDS
 JU0493'NORTHEAST OF THE CENTER OF THE BRIDGE TENDER HOUSE, 0.5 FEET
 JU0493'NORTHEAST AND AT THE SOUTH CORNER OF SECTION 82 (SECTIONS ARE
 JU0493'NUMBERED ON THE SOUTHEAST SIDE OF THE BRIDGE), 0.5 FOOT
 JU0493'SOUTHEAST OF THE NORTHWEST GUARD RAIL OF THE BRIDGE.  SET IN A
 JU0493'DRILL HOLE IN THE BRIDGE FLOOR LEVEL WITH THE HIGHWAY
 JU0493
 JU0493                          STATION RECOVERY (2001)
 JU0493
 JU0493'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0493'THE STATION WAS NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0390 ***********************************************************************
 JU0390  DESIGNATION -  TIDAL 1 STA 77
 JU0390  PID         -  JU0390
 JU0390  STATE/COUNTY-  NJ/CAPE MAY
 JU0390  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0390
 JU0390                         *CURRENT SURVEY CONTROL
 JU0390  ___________________________________________________________________
 JU0390* NAD 83(1986)-  39 12 17.     (N)    074 40 17.     (W)     SCALED    
 JU0390* NAVD 88     -         1.021  (meters)       3.35   (feet)  ADJUSTED  
 JU0390  ___________________________________________________________________
 JU0390  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 JU0390  DYNAMIC HT  -           1.020 (meters)       3.35  (feet)  COMP
 JU0390  MODELED GRAV-     980,084.7   (mgal)                       NAVD 88
 JU0390
 JU0390  VERT ORDER  -  FIRST     CLASS II
 JU0390
 JU0390.The horizontal coordinates were scaled from a topographic map and have
 JU0390.an estimated accuracy of +/- 6 seconds.
 JU0390
 JU0390.The orthometric height was determined by differential leveling
 JU0390.and adjusted by the National Geodetic Survey in June 1991..
 JU0390
 JU0390.The geoid height was determined by GEOID03.
 JU0390
 JU0390.The dynamic height is computed by dividing the NAVD 88
 JU0390.geopotential number by the normal gravity value computed on the
 JU0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0390.degrees latitude (g = 980.6199 gals.).
 JU0390
 JU0390.The modeled gravity was interpolated from observed gravity values.
 JU0390
 JU0390;                    North         East    Units  Estimated Accuracy
 JU0390;SPC NJ       -    41,240.      135,200.      MT  (+/- 180 meters Scaled)
 JU0390
 JU0390                          SUPERSEDED SURVEY CONTROL
 JU0390
 JU0390  NGVD 29 (04/16/92)    1.412  (m)            4.63   (f) ADJUSTED    1 2
 JU0390
 JU0390.Superseded values are not recommended for survey control.
 JU0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0390.See file dsdata.txt to determine how the superseded data were derived.
 JU0390
 JU0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ283395(NAD 83)
 JU0390_MARKER: DJ = TIDAL STATION DISK
 JU0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0390_STAMPING: NO 1 1937
 JU0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0390+STABILITY: SURFACE MOTION
 JU0390
 JU0390  HISTORY     - Date     Condition        Report By
 JU0390  HISTORY     - 1937     MONUMENTED       CGS
 JU0390  HISTORY     - 1961     GOOD             CGS
 JU0390
 JU0390                          STATION DESCRIPTION
 JU0390
 JU0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0390'7.6 MI SW FROM OCEAN CITY.
 JU0390'6.75 MILES SOUTHWEST ON OCEAN DRIVE FROM THE CITY HALL IN OCEAN
 JU0390'CITY THENCE 0.8 MILE SOUTHWEST TO AN ABANDONED RAILROAD FILL ON
 JU0390'THE NORTHWEST SIDE OF BEN HAND THOROFARE, 61.5 FEET NORTHWEST AN
 JU0390'ABANDONED RAILROAD BRIDGE ABUTMENT ON THE NORTHWEST SIDE OF BEN
 JU0390'HAND THOROFARE AND 14.5 FEET NORTHEAST OF THE CENTER LINE OF AN
 JU0390'OLD RAILROAD BED.  SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JU0390'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0440 ***********************************************************************
 JU0440  DESIGNATION -  TIDAL 1 STA 80
 JU0440  PID         -  JU0440
 JU0440  STATE/COUNTY-  NJ/CAPE MAY
 JU0440  USGS QUAD   -  STONE HARBOR (1972)
 JU0440
 JU0440                         *CURRENT SURVEY CONTROL
 JU0440  ___________________________________________________________________
 JU0440* NAD 83(1986)-  39 05 10.     (N)    074 47 07.     (W)     SCALED    
 JU0440* NAVD 88     -         0.524  (meters)       1.72   (feet)  ADJUSTED  
 JU0440  ___________________________________________________________________
 JU0440  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 JU0440  DYNAMIC HT  -           0.524 (meters)       1.72  (feet)  COMP
 JU0440  MODELED GRAV-     980,065.3   (mgal)                       NAVD 88
 JU0440
 JU0440  VERT ORDER  -  SECOND    CLASS 0
 JU0440
 JU0440.The horizontal coordinates were scaled from a topographic map and have
 JU0440.an estimated accuracy of +/- 6 seconds.
 JU0440
 JU0440.The orthometric height was determined by differential leveling
 JU0440.and adjusted by the National Geodetic Survey in June 1991..
 JU0440
 JU0440.The geoid height was determined by GEOID03.
 JU0440
 JU0440.The dynamic height is computed by dividing the NAVD 88
 JU0440.geopotential number by the normal gravity value computed on the
 JU0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0440.degrees latitude (g = 980.6199 gals.).
 JU0440
 JU0440.The modeled gravity was interpolated from observed gravity values.
 JU0440
 JU0440;                    North         East    Units  Estimated Accuracy
 JU0440;SPC NJ       -    28,100.      125,320.      MT  (+/- 180 meters Scaled)
 JU0440
 JU0440                          SUPERSEDED SURVEY CONTROL
 JU0440
 JU0440  NGVD 29 (04/16/92)    0.923  (m)            3.03   (f) ADJUSTED    2 0
 JU0440
 JU0440.Superseded values are not recommended for survey control.
 JU0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0440.See file dsdata.txt to determine how the superseded data were derived.
 JU0440
 JU0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ185263(NAD 83)
 JU0440_MARKER: DJ = TIDAL STATION DISK
 JU0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0440_STAMPING: NO 1 1937
 JU0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0440+STABILITY: SURFACE MOTION
 JU0440
 JU0440  HISTORY     - Date     Condition        Report By
 JU0440  HISTORY     - 1937     MONUMENTED       CGS
 JU0440  HISTORY     - 1961     GOOD             CGS
 JU0440
 JU0440                          STATION DESCRIPTION
 JU0440
 JU0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0440'1.6 MI NW FROM STONE HARBOR.
 JU0440'1.6 MILE NORTHWEST ON STONE HARBOR BOULEVARD FROM THE POST
 JU0440'OFFICE IN STONE HARBOR TO SCOTCH BONNET BRIDGE THENCE 1.3 MILE
 JU0440'NORTHWEST TO THE GREAT SOUND ENTRANCE TO CRESSE THOROFARE.  58
 JU0440'FEET WEST OF STATION GREAT NO. 1 1936 AND SET IN THE TOP OF A
 JU0440'CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0445 ***********************************************************************
 JU0445  DESIGNATION -  TIDAL 1 STA 81
 JU0445  PID         -  JU0445
 JU0445  STATE/COUNTY-  NJ/CAPE MAY
 JU0445  USGS QUAD   -  STONE HARBOR (1972)
 JU0445
 JU0445                         *CURRENT SURVEY CONTROL
 JU0445  ___________________________________________________________________
 JU0445* NAD 83(1986)-  39 03 22.     (N)    074 45 51.     (W)     SCALED    
 JU0445* NAVD 88     -         1.658  (meters)       5.44   (feet)  ADJUSTED  
 JU0445  ___________________________________________________________________
 JU0445  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 JU0445  DYNAMIC HT  -           1.657 (meters)       5.44  (feet)  COMP
 JU0445  MODELED GRAV-     980,060.2   (mgal)                       NAVD 88
 JU0445
 JU0445  VERT ORDER  -  SECOND    CLASS 0
 JU0445
 JU0445.The horizontal coordinates were scaled from a topographic map and have
 JU0445.an estimated accuracy of +/- 6 seconds.
 JU0445
 JU0445.The orthometric height was determined by differential leveling
 JU0445.and adjusted by the National Geodetic Survey in June 1991..
 JU0445
 JU0445.The geoid height was determined by GEOID03.
 JU0445
 JU0445.The dynamic height is computed by dividing the NAVD 88
 JU0445.geopotential number by the normal gravity value computed on the
 JU0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0445.degrees latitude (g = 980.6199 gals.).
 JU0445
 JU0445.The modeled gravity was interpolated from observed gravity values.
 JU0445
 JU0445;                    North         East    Units  Estimated Accuracy
 JU0445;SPC NJ       -    24,760.      127,140.      MT  (+/- 180 meters Scaled)
 JU0445
 JU0445                          SUPERSEDED SURVEY CONTROL
 JU0445
 JU0445  NGVD 29 (04/16/92)    2.058  (m)            6.75   (f) ADJUSTED    2 0
 JU0445
 JU0445.Superseded values are not recommended for survey control.
 JU0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0445.See file dsdata.txt to determine how the superseded data were derived.
 JU0445
 JU0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ204230(NAD 83)
 JU0445_MARKER: DJ = TIDAL STATION DISK
 JU0445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0445_SP_SET: BRIDGE
 JU0445_STAMPING: NO 1 1937
 JU0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0445
 JU0445  HISTORY     - Date     Condition        Report By
 JU0445  HISTORY     - 1937     MONUMENTED       CGS
 JU0445  HISTORY     - 1961     GOOD             CGS
 JU0445  HISTORY     - 20030911 MARK NOT FOUND   USGS
 JU0445
 JU0445                          STATION DESCRIPTION
 JU0445
 JU0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0445'0.4 MI NW FROM STONE HARBOR.
 JU0445'0.4 MILE NORTHWEST ON 96 TH STREET FROM THE POST OFFICE IN STONE
 JU0445'HARBOR.  SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE
 JU0445'SOUTHEAST CONCRETE DRAWBRIDGE FOUNDATION OF THE BRIDGE OVER GREAT
 JU0445'CHANNEL, 15 FEET SOUTHWEST OF THE CENTER OF STONE HARBOR BOULEVARD
 JU0445'AND 11 FEET BELOW THE LEVEL OF THE ROAD.
 JU0445
 JU0445                          STATION RECOVERY (2003)
 JU0445
 JU0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 JU0445'NEW CONSTRUCTION AT LOCATION - MAY HAVE CONCRETED OVER MARK, MARK NOT
 JU0445'FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1080 ***********************************************************************
 KV1080  TIDAL BM    -  This is a Tidal Bench Mark.
 KV1080  DESIGNATION -  TIDAL 1 STA 93
 KV1080  PID         -  KV1080
 KV1080  STATE/COUNTY-  NJ/MERCER
 KV1080  USGS QUAD   -  TRENTON WEST (1995)
 KV1080
 KV1080                         *CURRENT SURVEY CONTROL
 KV1080  ___________________________________________________________________
 KV1080* NAD 83(1986)-  40 11 20.     (N)    074 45 20.     (W)     SCALED    
 KV1080* NAVD 88     -         4.094  (meters)      13.43   (feet)  ADJUSTED  
 KV1080  ___________________________________________________________________
 KV1080  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV1080  DYNAMIC HT  -           4.092 (meters)      13.43  (feet)  COMP
 KV1080  MODELED GRAV-     980,184.3   (mgal)                       NAVD 88
 KV1080
 KV1080  VERT ORDER  -  FIRST     CLASS II
 KV1080
 KV1080.The horizontal coordinates were scaled from a topographic map and have
 KV1080.an estimated accuracy of +/- 6 seconds.
 KV1080
 KV1080.The orthometric height was determined by differential leveling
 KV1080.and adjusted by the National Geodetic Survey in June 1991..
 KV1080
 KV1080.This Tidal Bench Mark is designated as VM 1408
 KV1080.by the Center for Operational Oceanographic Products and Services.
 KV1080
 KV1080.The geoid height was determined by GEOID03.
 KV1080
 KV1080.The dynamic height is computed by dividing the NAVD 88
 KV1080.geopotential number by the normal gravity value computed on the
 KV1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1080.degrees latitude (g = 980.6199 gals.).
 KV1080
 KV1080.The modeled gravity was interpolated from observed gravity values.
 KV1080
 KV1080;                    North         East    Units  Estimated Accuracy
 KV1080;SPC NJ       -   150,520.      128,240.      MT  (+/- 180 meters Scaled)
 KV1080
 KV1080                          SUPERSEDED SURVEY CONTROL
 KV1080
 KV1080  NGVD 29 (??/??/92)    4.43   (m)           14.5    (f) COMPUTED    1 2
 KV1080
 KV1080.Superseded values are not recommended for survey control.
 KV1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1080.See file dsdata.txt to determine how the superseded data were derived.
 KV1080
 KV1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK208487(NAD 83)
 KV1080_MARKER: DB = BENCH MARK DISK
 KV1080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1080_SP_SET: CONC LOADING RAMP
 KV1080_STAMPING: NO 1 1952
 KV1080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1080
 KV1080  HISTORY     - Date     Condition        Report By
 KV1080  HISTORY     - 1952     MONUMENTED       CGS
 KV1080  HISTORY     - 1974     GOOD             NGS
 KV1080
 KV1080                          STATION DESCRIPTION
 KV1080
 KV1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1080'AT TRENTON.
 KV1080'AT TRENTON, AT THE TRENTON MARINE TERMINAL, ON THE WEST SIDE OR
 KV1080'RIVER ROAD LEADING TO DUCK ISLAND, IN THE TOP OF A CONCRETE
 KV1080'LOADING RAMP OF THE NORTH (MAIN) WAREHOUSE OF THE TERMINAL,
 KV1080'2 1/2 FEET NORTH OF THE SOUTH END OF THE MAIN PORTION OF THE
 KV1080'WAREHOUSE, 41 FEET NORTH OF THE NORTH EDGE OF A QUONSET HUT WHICH
 KV1080'IS SOUTH OF THE WAREHOUSE, AND 11 FEET FROM THE OUTER (EAST)
 KV1080'EDGE OF THE LOADING PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0011 ***********************************************************************
 KV0011  DESIGNATION -  TIDAL 1 STA II 1
 KV0011  PID         -  KV0011
 KV0011  STATE/COUNTY-  NJ/MIDDLESEX
 KV0011  USGS QUAD   -  PERTH AMBOY (1981)
 KV0011
 KV0011                         *CURRENT SURVEY CONTROL
 KV0011  ___________________________________________________________________
 KV0011* NAD 83(1986)-  40 30 10.     (N)    074 15 52.     (W)     SCALED    
 KV0011* NAVD 88     -         2.659  (meters)       8.72   (feet)  ADJUSTED  
 KV0011  ___________________________________________________________________
 KV0011  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV0011  DYNAMIC HT  -           2.658 (meters)       8.72  (feet)  COMP
 KV0011  MODELED GRAV-     980,218.4   (mgal)                       NAVD 88
 KV0011
 KV0011  VERT ORDER  -  FIRST     CLASS II
 KV0011
 KV0011.The horizontal coordinates were scaled from a topographic map and have
 KV0011.an estimated accuracy of +/- 6 seconds.
 KV0011
 KV0011.The orthometric height was determined by differential leveling
 KV0011.and adjusted by the National Geodetic Survey in June 1991..
 KV0011.WARNING-Repeat measurements at this control monument indicate possible
 KV0011.vertical movement.
 KV0011
 KV0011.The geoid height was determined by GEOID03.
 KV0011
 KV0011.The dynamic height is computed by dividing the NAVD 88
 KV0011.geopotential number by the normal gravity value computed on the
 KV0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0011.degrees latitude (g = 980.6199 gals.).
 KV0011
 KV0011.The modeled gravity was interpolated from observed gravity values.
 KV0011
 KV0011;                    North         East    Units  Estimated Accuracy
 KV0011;SPC NJ       -   185,360.      169,970.      MT  (+/- 180 meters Scaled)
 KV0011
 KV0011                          SUPERSEDED SURVEY CONTROL
 KV0011
 KV0011  NGVD 29 (04/16/92)    2.961  (m)            9.71   (f) ADJUSTED    1 2
 KV0011
 KV0011.Superseded values are not recommended for survey control.
 KV0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0011.See file dsdata.txt to determine how the superseded data were derived.
 KV0011
 KV0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK623838(NAD 83)
 KV0011_MARKER: DJ = TIDAL STATION DISK
 KV0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0011_SP_SET: CONCRETE BASE
 KV0011_STAMPING: NO 1 1932
 KV0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0011
 KV0011  HISTORY     - Date     Condition        Report By
 KV0011  HISTORY     - 1932     MONUMENTED       CGS
 KV0011  HISTORY     - 1980     GOOD             LOCSUR
 KV0011
 KV0011                          STATION DESCRIPTION
 KV0011
 KV0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV0011'AT PERTH AMBOY.
 KV0011'AT PERTH AMBOY, MIDDLESEX COUNTY, AT THE GRAVEL DOCK OF THE
 KV0011'RARITAN MERCANTILE CO., AT THE NORTHEAST CORNER OF THE DOCK, AT
 KV0011'THE NORTHEAST LEG OF THE A-FRAME OF THE DERRICK, AND IN THE
 KV0011'NORTHWEST CORNER OF THE CONCRETE BASE.  A STANDARD DISK, STAMPED
 KV0011'NO. 1 1932.
 KV0011
 KV0011                          STATION RECOVERY (1980)
 KV0011
 KV0011'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 KV0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU0025 ***********************************************************************
 HU0025  DESIGNATION -  TIDAL 10 STA 86
 HU0025  PID         -  HU0025
 HU0025  STATE/COUNTY-  NJ/CAPE MAY
 HU0025  USGS QUAD   -  CAPE MAY (1972)
 HU0025
 HU0025                         *CURRENT SURVEY CONTROL
 HU0025  ___________________________________________________________________
 HU0025* NAD 83(1986)-  38 56 50.     (N)    074 53 11.     (W)     SCALED    
 HU0025* NAVD 88     -         2.521  (meters)       8.27   (feet)  ADJUSTED  
 HU0025  ___________________________________________________________________
 HU0025  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU0025  DYNAMIC HT  -           2.520 (meters)       8.27  (feet)  COMP
 HU0025  MODELED GRAV-     980,048.3   (mgal)                       NAVD 88
 HU0025
 HU0025  VERT ORDER  -  FIRST     CLASS II
 HU0025
 HU0025.The horizontal coordinates were scaled from a topographic map and have
 HU0025.an estimated accuracy of +/- 6 seconds.
 HU0025
 HU0025.The orthometric height was determined by differential leveling
 HU0025.and adjusted by the National Geodetic Survey in March 2001..
 HU0025.No vertical observational check was made to the station.
 HU0025
 HU0025.The geoid height was determined by GEOID03.
 HU0025
 HU0025.The dynamic height is computed by dividing the NAVD 88
 HU0025.geopotential number by the normal gravity value computed on the
 HU0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0025.degrees latitude (g = 980.6199 gals.).
 HU0025
 HU0025.The modeled gravity was interpolated from observed gravity values.
 HU0025
 HU0025;                    North         East    Units  Estimated Accuracy
 HU0025;SPC NJ       -    12,710.      116,510.      MT  (+/- 180 meters Scaled)
 HU0025
 HU0025                          SUPERSEDED SURVEY CONTROL
 HU0025
 HU0025  NAVD 88 (01/16/01)    2.558  (m)            8.39   (f) UNKNOWN     3 0
 HU0025  NGVD 29 (??/??/??)    2.95   (m)            9.7    (f) RESET       3  
 HU0025
 HU0025.Superseded values are not recommended for survey control.
 HU0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0025.See file dsdata.txt to determine how the superseded data were derived.
 HU0025
 HU0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ098109(NAD 83)
 HU0025_MARKER: DJ = TIDAL STATION DISK
 HU0025_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HU0025_SP_SET: CURB
 HU0025_STAMPING: NO 10 1969
 HU0025_MARK LOGO: CGS   
 HU0025_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0025+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1998
 HU0025
 HU0025  HISTORY     - Date     Condition        Report By
 HU0025  HISTORY     - 1969     MONUMENTED       CGS
 HU0025  HISTORY     - 19910407 MARK NOT FOUND   USPSQD
 HU0025  HISTORY     - 19980323 GOOD             NJGS
 HU0025
 HU0025                          STATION DESCRIPTION
 HU0025
 HU0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HU0025'0.5 MI E FROM CAPE MAY.
 HU0025'LOCATED ON THE CAPE MAY COAST GUARD BASE, ABOUT 50 YARDS EAST OF
 HU0025'THE ADMINISTRATION BUILDING, IN A CONCRETE BULKHEAD AT SOUTH END
 HU0025'OF BUILDING NO. 157, THE BASE GARAGE.  IT IS 7.7 FEE EAST OF WEST
 HU0025'END OF BULKHEAD, 10.9 FEET SOUTH OF SOUTHWEST CORNER OF THE BUILDING,
 HU0025'ON LINE WITH WEST FACE OF BUILDING, 15 INCHES ABOVE GROUND, AND
 HU0025'CEMENTED IN A DRILL HOLE IN TOP OF THE CONCRETE BULKHEAD.
 HU0025
 HU0025                          STATION RECOVERY (1991)
 HU0025
 HU0025'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 HU0025'MARK NOT FOUND.
 HU0025
 HU0025                          STATION RECOVERY (1998)
 HU0025
 HU0025'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 HU0025'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0162 ***********************************************************************
 JU0162  DESIGNATION -  TIDAL 2 K STA 47
 JU0162  PID         -  JU0162
 JU0162  STATE/COUNTY-  NJ/OCEAN
 JU0162  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0162
 JU0162                         *CURRENT SURVEY CONTROL
 JU0162  ___________________________________________________________________
 JU0162* NAD 83(1986)-  39 42 28.     (N)    074 08 03.     (W)     SCALED    
 JU0162* NAVD 88     -         0.768  (meters)       2.52   (feet)  ADJUSTED  
 JU0162  ___________________________________________________________________
 JU0162  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JU0162  DYNAMIC HT  -           0.768 (meters)       2.52  (feet)  COMP
 JU0162  MODELED GRAV-     980,157.7   (mgal)                       NAVD 88
 JU0162
 JU0162  VERT ORDER  -  SECOND    CLASS 0
 JU0162
 JU0162.The horizontal coordinates were scaled from a topographic map and have
 JU0162.an estimated accuracy of +/- 6 seconds.
 JU0162
 JU0162.The orthometric height was determined by differential leveling
 JU0162.and adjusted by the National Geodetic Survey in June 1991..
 JU0162
 JU0162.The geoid height was determined by GEOID03.
 JU0162
 JU0162.The dynamic height is computed by dividing the NAVD 88
 JU0162.geopotential number by the normal gravity value computed on the
 JU0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0162.degrees latitude (g = 980.6199 gals.).
 JU0162
 JU0162.The modeled gravity was interpolated from observed gravity values.
 JU0162
 JU0162;                    North         East    Units  Estimated Accuracy
 JU0162;SPC NJ       -    97,140.      181,370.      MT  (+/- 180 meters Scaled)
 JU0162
 JU0162                          SUPERSEDED SURVEY CONTROL
 JU0162
 JU0162  NGVD 29 (??/??/??)    1.152  (m)            3.78   (f) ADJUSTED    2 0
 JU0162
 JU0162.Superseded values are not recommended for survey control.
 JU0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0162.See file dsdata.txt to determine how the superseded data were derived.
 JU0162
 JU0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ742956(NAD 83)
 JU0162_MARKER: DJ = TIDAL STATION DISK
 JU0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0162_STAMPING: 2 K 1936
 JU0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0162+STABILITY: SURFACE MOTION
 JU0162
 JU0162  HISTORY     - Date     Condition        Report By
 JU0162  HISTORY     - 1936     MONUMENTED       CGS
 JU0162  HISTORY     - 1961     GOOD             CGS
 JU0162  HISTORY     - 1964     MARK NOT FOUND   CGS
 JU0162  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU0162  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0162  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU0162
 JU0162                          STATION DESCRIPTION
 JU0162
 JU0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0162'AT HIGH POINT.
 JU0162'AT THE NORTH SIDE OF 78TH STREET BETWEEN THE CURB AND THE SIDEWALK,
 JU0162'38 FEET EAST OF THE EAST END OF THE 78TH STREET DOCK.  SET IN A
 JU0162'CONCRETE POST ABOUT LEVEL WITH THE SIDEWALK AND PROJECTING ONE
 JU0162'INCH ABOVE THE GROUND.
 JU0162
 JU0162                          STATION RECOVERY (1964)
 JU0162
 JU0162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0162'MARK NOT FOUND.
 JU0162
 JU0162                          STATION RECOVERY (1984)
 JU0162
 JU0162'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0162'MARK NOT FOUND.
 JU0162
 JU0162                          STATION RECOVERY (1987)
 JU0162
 JU0162'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0162'MARK NOT FOUND.
 JU0162
 JU0162                          STATION RECOVERY (2001)
 JU0162
 JU0162'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0162'THE STATION WAS NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1631 ***********************************************************************
 KU1631  TIDAL BM    -  This is a Tidal Bench Mark.
 KU1631  DESIGNATION -  TIDAL 2 STA 1
 KU1631  PID         -  KU1631
 KU1631  STATE/COUNTY-  NJ/BERGEN
 KU1631  USGS QUAD   -  YONKERS (1979)
 KU1631
 KU1631                         *CURRENT SURVEY CONTROL
 KU1631  ___________________________________________________________________
 KU1631* NAD 83(1986)-  40 56 47.     (N)    073 55 08.     (W)     SCALED    
 KU1631* NAVD 88     -         2.593  (meters)       8.51   (feet)  ADJUSTED  
 KU1631  ___________________________________________________________________
 KU1631  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU1631  DYNAMIC HT  -           2.592 (meters)       8.50  (feet)  COMP
 KU1631  MODELED GRAV-     980,260.0   (mgal)                       NAVD 88
 KU1631
 KU1631  VERT ORDER  -  SECOND    CLASS 0
 KU1631
 KU1631.The horizontal coordinates were scaled from a topographic map and have
 KU1631.an estimated accuracy of +/- 6 seconds.
 KU1631
 KU1631.The orthometric height was determined by differential leveling
 KU1631.and adjusted by the National Geodetic Survey in June 1991..
 KU1631
 KU1631.This Tidal Bench Mark is designated as VM 2421
 KU1631.by the Center for Operational Oceanographic Products and Services.
 KU1631
 KU1631.The geoid height was determined by GEOID03.
 KU1631
 KU1631.The dynamic height is computed by dividing the NAVD 88
 KU1631.geopotential number by the normal gravity value computed on the
 KU1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1631.degrees latitude (g = 980.6199 gals.).
 KU1631
 KU1631.The modeled gravity was interpolated from observed gravity values.
 KU1631
 KU1631;                    North         East    Units  Estimated Accuracy
 KU1631;SPC NJ       -   234,760.      198,930.      MT  (+/- 180 meters Scaled)
 KU1631
 KU1631                          SUPERSEDED SURVEY CONTROL
 KU1631
 KU1631  NGVD 29 (??/??/92)    2.90   (m)            9.5    (f) COMPUTED    2 0
 KU1631
 KU1631.Superseded values are not recommended for survey control.
 KU1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1631.See file dsdata.txt to determine how the superseded data were derived.
 KU1631
 KU1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL909333(NAD 83)
 KU1631_MARKER: DJ = TIDAL STATION DISK
 KU1631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1631_SP_SET: ROCK FACE OF BLUFF
 KU1631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1631+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2006
 KU1631
 KU1631  HISTORY     - Date     Condition        Report By
 KU1631  HISTORY     - UNK      MONUMENTED       CGS
 KU1631  HISTORY     - 1956     GOOD             NGS
 KU1631  HISTORY     - 20060514 GOOD             GEOCAC
 KU1631
 KU1631                          STATION DESCRIPTION
 KU1631
 KU1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1631'AT ALPINE.
 KU1631'0.1 MILE NORTH OF THE ALPINE YONKERS FERRY LANDING, SET VERTICALLY
 KU1631'IN THE ROCK FACE OF BLUFF OF THE PALISADES, 28 FEET WEST OF THE
 KU1631'CENTERLINE OF THE EMPLOYEES ROAD, 55 FEET SOUTHWEST OF THE
 KU1631'SOUTHWEST CORNER OF A SODA AND CANDY PAVILION (NORTH STAND), 17.5
 KU1631'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE OLD ALPINE TRAIL
 KU1631'MONUMENT, 117 FEET NORTH OF BENCH MARK 1 AND ABOUT 3 FEET ABOVE
 KU1631'THE GROUND.
 KU1631
 KU1631                          STATION RECOVERY (2006)
 KU1631
 KU1631'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KU1631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0218 ***********************************************************************
 KV0218  DESIGNATION -  TIDAL 2 STA 10
 KV0218  PID         -  KV0218
 KV0218  STATE/COUNTY-  NJ/MIDDLESEX
 KV0218  USGS QUAD   -  ARTHUR KILL (1981)
 KV0218
 KV0218                         *CURRENT SURVEY CONTROL
 KV0218  ___________________________________________________________________
 KV0218* NAD 83(1986)-  40 35 12.     (N)    074 12 37.     (W)     SCALED    
 KV0218* NAVD 88     -         2.382  (meters)       7.81   (feet)  ADJUSTED  
 KV0218  ___________________________________________________________________
 KV0218  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV0218  DYNAMIC HT  -           2.381 (meters)       7.81  (feet)  COMP
 KV0218  MODELED GRAV-     980,222.3   (mgal)                       NAVD 88
 KV0218
 KV0218  VERT ORDER  -  FIRST     CLASS II
 KV0218
 KV0218.The horizontal coordinates were scaled from a topographic map and have
 KV0218.an estimated accuracy of +/- 6 seconds.
 KV0218
 KV0218.The orthometric height was determined by differential leveling
 KV0218.and adjusted by the National Geodetic Survey in June 1991..
 KV0218
 KV0218.The geoid height was determined by GEOID03.
 KV0218
 KV0218.The dynamic height is computed by dividing the NAVD 88
 KV0218.geopotential number by the normal gravity value computed on the
 KV0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0218.degrees latitude (g = 980.6199 gals.).
 KV0218
 KV0218.The modeled gravity was interpolated from observed gravity values.
 KV0218
 KV0218;                    North         East    Units  Estimated Accuracy
 KV0218;SPC NJ       -   194,690.      174,530.      MT  (+/- 180 meters Scaled)
 KV0218
 KV0218                          SUPERSEDED SURVEY CONTROL
 KV0218
 KV0218  NGVD 29 (04/16/92)    2.704  (m)            8.87   (f) ADJUSTED    1 2
 KV0218
 KV0218.Superseded values are not recommended for survey control.
 KV0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0218.See file dsdata.txt to determine how the superseded data were derived.
 KV0218
 KV0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK668931(NAD 83)
 KV0218_MARKER: DJ = TIDAL STATION DISK
 KV0218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0218_SP_SET: CONC PIER
 KV0218_STAMPING: NO 2 1932
 KV0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0218
 KV0218  HISTORY     - Date     Condition        Report By
 KV0218  HISTORY     - 1932     MONUMENTED       CGS
 KV0218  HISTORY     - 1952     GOOD             CGS
 KV0218
 KV0218                          STATION DESCRIPTION
 KV0218
 KV0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0218'AT CARTERET.
 KV0218'AT CARTERET, ABOUT 0.3 MILE NORTH ALONG LAFAYETTE STREET FROM
 KV0218'THE JUNCTION OF ROOSEVELT AVENUE, AT THE AMERICAN MINERAL
 KV0218'SPIRITS COMPANY PLANT, IN THE TOP OF THE SOUTH CONCRETE PIER
 KV0218'SUPPORTING PIPES ALONG EAST SIDE OF PUMP HOUSE, 25 FEET NORTHEAST
 KV0218'OF SOUTHEAST CORNER OF PUMP HOUSE, 2 1/2 FEET WEST OF EAST END
 KV0218'OF PIER AND ABOUT 1 1/2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0938 ***********************************************************************
 KV0938  DESIGNATION -  TIDAL 2 STA 16
 KV0938  PID         -  KV0938
 KV0938  STATE/COUNTY-  NJ/MIDDLESEX
 KV0938  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV0938
 KV0938                         *CURRENT SURVEY CONTROL
 KV0938  ___________________________________________________________________
 KV0938* NAD 83(1986)-  40 29 18.     (N)    074 26 04.     (W)     SCALED    
 KV0938* NAVD 88     -         1.993  (meters)       6.54   (feet)  ADJUSTED  
 KV0938  ___________________________________________________________________
 KV0938  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV0938  DYNAMIC HT  -           1.992 (meters)       6.54  (feet)  COMP
 KV0938  MODELED GRAV-     980,192.9   (mgal)                       NAVD 88
 KV0938
 KV0938  VERT ORDER  -  SECOND    CLASS 0
 KV0938
 KV0938.The horizontal coordinates were scaled from a topographic map and have
 KV0938.an estimated accuracy of +/- 6 seconds.
 KV0938
 KV0938.The orthometric height was determined by differential leveling
 KV0938.and adjusted by the National Geodetic Survey in June 1991..
 KV0938
 KV0938.The geoid height was determined by GEOID03.
 KV0938
 KV0938.The dynamic height is computed by dividing the NAVD 88
 KV0938.geopotential number by the normal gravity value computed on the
 KV0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0938.degrees latitude (g = 980.6199 gals.).
 KV0938
 KV0938.The modeled gravity was interpolated from observed gravity values.
 KV0938
 KV0938;                    North         East    Units  Estimated Accuracy
 KV0938;SPC NJ       -   183,740.      155,560.      MT  (+/- 180 meters Scaled)
 KV0938
 KV0938                          SUPERSEDED SURVEY CONTROL
 KV0938
 KV0938  NGVD 29 (04/16/92)    2.288  (m)            7.51   (f) ADJUSTED    2 0
 KV0938
 KV0938.Superseded values are not recommended for survey control.
 KV0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0938.See file dsdata.txt to determine how the superseded data were derived.
 KV0938
 KV0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK479821(NAD 83)
 KV0938_MARKER: DJ = TIDAL STATION DISK
 KV0938_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0938_SP_SET: CONCRETE FILLED PIPE
 KV0938_STAMPING: NO 2 1934
 KV0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0938
 KV0938  HISTORY     - Date     Condition        Report By
 KV0938  HISTORY     - 1934     MONUMENTED       CGS
 KV0938  HISTORY     - 1961     GOOD             CGS
 KV0938
 KV0938                          STATION DESCRIPTION
 KV0938
 KV0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0938'AT NEW BRUNSWICK.
 KV0938'0.6 MILE EAST OF THE RARITAN BRIDGE AT OLD CANAL LOCK, 72 FEET
 KV0938'SOUTHEAST OF BUILDING HOUSING OLD TOWING MACHINERY, 41 FEET
 KV0938'NORTHEAST OF ROAD ALONG LOCKS AND 10 FEET SOUTH OF SOUTH WALL
 KV0938'OF SOUTHMOST LOCK.  SET IN THE TOP OF A CONCRETE FILLED PIPE
 KV0938'ABOUT ONE INCH BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0754 ***********************************************************************
 KV0754  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0754  DESIGNATION -  TIDAL 2 STA 17
 KV0754  PID         -  KV0754
 KV0754  STATE/COUNTY-  NJ/MONMOUTH
 KV0754  USGS QUAD   -  KEYPORT (1977)
 KV0754
 KV0754                         *CURRENT SURVEY CONTROL
 KV0754  ___________________________________________________________________
 KV0754* NAD 83(1986)-  40 26 20.     (N)    074 11 34.     (W)     SCALED    
 KV0754* NAVD 88     -         5.252  (meters)      17.23   (feet)  ADJUSTED  
 KV0754  ___________________________________________________________________
 KV0754  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV0754  DYNAMIC HT  -           5.250 (meters)      17.22  (feet)  COMP
 KV0754  MODELED GRAV-     980,223.0   (mgal)                       NAVD 88
 KV0754
 KV0754  VERT ORDER  -  FIRST     CLASS II
 KV0754
 KV0754.The horizontal coordinates were scaled from a topographic map and have
 KV0754.an estimated accuracy of +/- 6 seconds.
 KV0754
 KV0754.The orthometric height was determined by differential leveling
 KV0754.and adjusted by the National Geodetic Survey in June 1991..
 KV0754.WARNING-Repeat measurements at this control monument indicate possible
 KV0754.vertical movement.
 KV0754
 KV0754.This Tidal Bench Mark is designated as VM 2548
 KV0754.by the Center for Operational Oceanographic Products and Services.
 KV0754
 KV0754.The geoid height was determined by GEOID03.
 KV0754
 KV0754.The dynamic height is computed by dividing the NAVD 88
 KV0754.geopotential number by the normal gravity value computed on the
 KV0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0754.degrees latitude (g = 980.6199 gals.).
 KV0754
 KV0754.The modeled gravity was interpolated from observed gravity values.
 KV0754
 KV0754;                    North         East    Units  Estimated Accuracy
 KV0754;SPC NJ       -   178,290.      176,060.      MT  (+/- 180 meters Scaled)
 KV0754
 KV0754                          SUPERSEDED SURVEY CONTROL
 KV0754
 KV0754  NGVD 29 (04/16/92)    5.504  (m)           18.06   (f) ADJUSTED    1 2
 KV0754
 KV0754.Superseded values are not recommended for survey control.
 KV0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0754.See file dsdata.txt to determine how the superseded data were derived.
 KV0754
 KV0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK684767(NAD 83)
 KV0754_MARKER: DJ = TIDAL STATION DISK
 KV0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0754_STAMPING: NO 2 1934
 KV0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0754+STABILITY: SURFACE MOTION
 KV0754
 KV0754  HISTORY     - Date     Condition        Report By
 KV0754  HISTORY     - 1934     MONUMENTED       CGS
 KV0754  HISTORY     - 1964     GOOD             CGS
 KV0754  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KV0754  HISTORY     - 19920819 MARK NOT FOUND   USPSQD
 KV0754
 KV0754                          STATION DESCRIPTION
 KV0754
 KV0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0754'AT KEYPORT.
 KV0754'AT KEYPORT, ABOUT 0.1 NORTH ALONG MYRTLE AVENUE FROM THE
 KV0754'INTERSECTION OF FIRST STREET AND MYRTLE AVENUE IN THE NORTH PART
 KV0754'OF KEYPORT, 42.0 FEET NORTHEAST OF A FIRE HYDRANT, 38.0 FEET
 KV0754'EAST-NORTHEAST OF POWER LINE POLE NUMBER 189 W, AND SET IN THE TOP
 KV0754'OF A CONCRETE POST WHICH IS ABOUT 2 INCHES BELOW THE SURFACE OF
 KV0754'THE GROUND.
 KV0754
 KV0754                          STATION RECOVERY (1986)
 KV0754
 KV0754'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0754'MARK NOT FOUND.
 KV0754
 KV0754                          STATION RECOVERY (1992)
 KV0754
 KV0754'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0838 ***********************************************************************
 KU0838  DESIGNATION -  TIDAL 2 STA 20 RESET 1965
 KU0838  PID         -  KU0838
 KU0838  STATE/COUNTY-  NJ/MONMOUTH
 KU0838  USGS QUAD   -  SANDY HOOK (1981)
 KU0838
 KU0838                         *CURRENT SURVEY CONTROL
 KU0838  ___________________________________________________________________
 KU0838* NAD 83(1986)-  40 23 57.     (N)    073 58 37.     (W)     SCALED    
 KU0838* NAVD 88     -         3.57   (meters)      11.7    (feet)  RESET     
 KU0838  ___________________________________________________________________
 KU0838  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KU0838
 KU0838  VERT ORDER  -  THIRD
 KU0838
 KU0838.The horizontal coordinates were scaled from a topographic map and have
 KU0838.an estimated accuracy of +/- 6 seconds.
 KU0838
 KU0838.The orthometric height was computed from unverified reset data.
 KU0838
 KU0838.The geoid height was determined by GEOID03.
 KU0838
 KU0838;                    North         East    Units  Estimated Accuracy
 KU0838;SPC NJ       -   173,960.      194,400.      MT  (+/- 180 meters Scaled)
 KU0838
 KU0838                          SUPERSEDED SURVEY CONTROL
 KU0838
 KU0838.No superseded survey control is available for this station.
 KU0838
 KU0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK868725(NAD 83)
 KU0838_MARKER: DJ = TIDAL STATION DISK
 KU0838_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0838_STAMPING: TIDAL NO 2 RESET 1965
 KU0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0838
 KU0838  HISTORY     - Date     Condition        Report By
 KU0838  HISTORY     - 1965     MONUMENTED       LOCENG
 KU0838  HISTORY     - 19970904 MARK NOT FOUND   USPSQD
 KU0838
 KU0838                          STATION DESCRIPTION
 KU0838
 KU0838'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 KU0838'0.2 MI N FROM HIGHLANDS.
 KU0838'0.28 MILES NORTH ALONG SANDY HOOK ROAD FROM THE JUNCTION OF
 KU0838'STATE HIGHWAY 36 AT HIGHLANDS, ABOUT 15 FEET SOUTH OF ENTRANCE
 KU0838'GATE TO FORT HANCOCK MILITARY RESERVATION AND ABOUT 115 FEET
 KU0838'WEST OF THE CENTER LINE OF THE ROAD, SET IN A CYLINDRICAL
 KU0838'CONCRETE MONUMENT IN THE LAWN AREA OF A PARKING LOT APPROXIMATELY
 KU0838'44 FEET SOUTHWEST OF A ONE STORY BRICK BUILDING LOCATED ON THE
 KU0838'WEST SIDE OF ABOVE MENTIONED ENTRANCE.
 KU0838
 KU0838                          STATION RECOVERY (1997)
 KU0838
 KU0838'RECOVERY NOTE BY US POWER SQUADRON 1997
 KU0838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0785 ***********************************************************************
 KU0785  DESIGNATION -  TIDAL 2 STA 24
 KU0785  PID         -  KU0785
 KU0785  STATE/COUNTY-  NJ/MONMOUTH
 KU0785  USGS QUAD   -  LONG BRANCH (1981)
 KU0785
 KU0785                         *CURRENT SURVEY CONTROL
 KU0785  ___________________________________________________________________
 KU0785* NAD 83(1986)-  40 21 54.     (N)    073 58 45.     (W)     SCALED    
 KU0785* NAVD 88     -         3.387  (meters)      11.11   (feet)  ADJUSTED  
 KU0785  ___________________________________________________________________
 KU0785  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KU0785  DYNAMIC HT  -           3.385 (meters)      11.11  (feet)  COMP
 KU0785  MODELED GRAV-     980,179.3   (mgal)                       NAVD 88
 KU0785
 KU0785  VERT ORDER  -  FIRST     CLASS II
 KU0785
 KU0785.The horizontal coordinates were scaled from a topographic map and have
 KU0785.an estimated accuracy of +/- 6 seconds.
 KU0785
 KU0785.The orthometric height was determined by differential leveling
 KU0785.and adjusted by the National Geodetic Survey in March 2001..
 KU0785.WARNING-Repeat measurements at this control monument indicate possible
 KU0785.vertical movement.
 KU0785
 KU0785.The geoid height was determined by GEOID03.
 KU0785
 KU0785.The dynamic height is computed by dividing the NAVD 88
 KU0785.geopotential number by the normal gravity value computed on the
 KU0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0785.degrees latitude (g = 980.6199 gals.).
 KU0785
 KU0785.The modeled gravity was interpolated from observed gravity values.
 KU0785
 KU0785;                    North         East    Units  Estimated Accuracy
 KU0785;SPC NJ       -   170,170.      194,230.      MT  (+/- 180 meters Scaled)
 KU0785
 KU0785                          SUPERSEDED SURVEY CONTROL
 KU0785
 KU0785  NAVD 88 (06/15/91)    3.388  (m)           11.12   (f) UNKNOWN     1 1
 KU0785  NGVD 29 (04/16/92)    3.707  (m)           12.16   (f) ADJUSTED    1 1
 KU0785
 KU0785.Superseded values are not recommended for survey control.
 KU0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0785.See file dsdata.txt to determine how the superseded data were derived.
 KU0785
 KU0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK866687(NAD 83)
 KU0785_MARKER: DJ = TIDAL STATION DISK
 KU0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0785_STAMPING: NO 2 1934
 KU0785_MARK LOGO: CGS   
 KU0785_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0785+STABILITY: SURFACE MOTION
 KU0785_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0785+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1996
 KU0785
 KU0785  HISTORY     - Date     Condition        Report By
 KU0785  HISTORY     - 1934     MONUMENTED       CGS
 KU0785  HISTORY     - 1964     GOOD             NGS
 KU0785  HISTORY     - 19920710 GOOD             USPSQD
 KU0785  HISTORY     - 19960906 GOOD             NJGS
 KU0785
 KU0785                          STATION DESCRIPTION
 KU0785
 KU0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KU0785'0.4 MI W FROM SEA BRIGHT.
 KU0785'0.1 MILE NORTH ALONG OCEAN AVENUE FROM THE POST OFFICE AT SEA
 KU0785'BRIGHT, THENCE 0.3 MILE ALONG RUMSON ROAD (WHICH IS COUNTY HIGHWAY
 KU0785'520), AT THE INTERSECTION OF RUMSON ROAD AND WATERMAN AVENUE, 28.5
 KU0785'FEET SOUTH OF THE CENTER LINE OF RUMSON ROAD, 22.0 FEET WEST OF THE
 KU0785'CENTER LINE OF WATERMAN AVENUE, 8.5 FEET NORTHWEST OF A TREE, SET
 KU0785'IN THE NORTHEAST CORNER OF HEDGE FENCE AROUND LAWN, ABOUT LEVEL
 KU0785'WITH RUMSON ROAD AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 KU0785'FLUSH WITH THE GROUND.
 KU0785
 KU0785                          STATION RECOVERY (1992)
 KU0785
 KU0785'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0785'RECOVERED IN GOOD CONDITION.
 KU0785
 KU0785                          STATION RECOVERY (1996)
 KU0785
 KU0785'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KU0785'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0897 ***********************************************************************
 KV0897  DESIGNATION -  TIDAL 2 STA 26
 KV0897  PID         -  KV0897
 KV0897  STATE/COUNTY-  NJ/MONMOUTH
 KV0897  USGS QUAD   -  LONG BRANCH (1981)
 KV0897
 KV0897                         *CURRENT SURVEY CONTROL
 KV0897  ___________________________________________________________________
 KV0897* NAD 83(1986)-  40 19 18.     (N)    074 01 01.     (W)     SCALED    
 KV0897* NAVD 88     -         1.007  (meters)       3.30   (feet)  ADJUSTED  
 KV0897  ___________________________________________________________________
 KV0897  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KV0897  DYNAMIC HT  -           1.007 (meters)       3.30  (feet)  COMP
 KV0897  MODELED GRAV-     980,185.2   (mgal)                       NAVD 88
 KV0897
 KV0897  VERT ORDER  -  SECOND    CLASS 0
 KV0897
 KV0897.The horizontal coordinates were scaled from a topographic map and have
 KV0897.an estimated accuracy of +/- 6 seconds.
 KV0897
 KV0897.The orthometric height was determined by differential leveling
 KV0897.and adjusted by the National Geodetic Survey in June 1991..
 KV0897
 KV0897.The geoid height was determined by GEOID03.
 KV0897
 KV0897.The dynamic height is computed by dividing the NAVD 88
 KV0897.geopotential number by the normal gravity value computed on the
 KV0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0897.degrees latitude (g = 980.6199 gals.).
 KV0897
 KV0897.The modeled gravity was interpolated from observed gravity values.
 KV0897
 KV0897;                    North         East    Units  Estimated Accuracy
 KV0897;SPC NJ       -   165,340.      191,050.      MT  (+/- 180 meters Scaled)
 KV0897
 KV0897                          SUPERSEDED SURVEY CONTROL
 KV0897
 KV0897  NGVD 29 (04/16/92)    1.329  (m)            4.36   (f) ADJUSTED    2 0
 KV0897
 KV0897.Superseded values are not recommended for survey control.
 KV0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0897.See file dsdata.txt to determine how the superseded data were derived.
 KV0897
 KV0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK835639(NAD 83)
 KV0897_MARKER: DJ = TIDAL STATION DISK
 KV0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0897_STAMPING: NO 2 1934
 KV0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0897+STABILITY: SURFACE MOTION
 KV0897
 KV0897  HISTORY     - Date     Condition        Report By
 KV0897  HISTORY     - 1934     MONUMENTED       CGS
 KV0897  HISTORY     - 1961     GOOD             CGS
 KV0897  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0897  HISTORY     - 19920803 MARK NOT FOUND   USPSQD
 KV0897
 KV0897                          STATION DESCRIPTION
 KV0897
 KV0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0897'1.7 MI S FROM LITTLE SILVER.
 KV0897'1.7 MILES SOUTH ON SEVEN POINT ROAD FROM THE INTERSECTION OF
 KV0897'RUMSON ROAD AT THE EAST EDGE OF LITTLE SILVER, ABOUT 0.25 MILE
 KV0897'SOUTH OF GOOSENECK BRIDGE, 33 FEET WEST OF THE CENTERLINE OF MYRTLE
 KV0897'AVE, 25 FEET NORTH OF THE CENTERLINE OF MONMOUTH BLVD. AND 1.5
 KV0897'FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK.  SET IN THE TOP OF
 KV0897'A CONCRETE POST ONE INCH BELOW THE SURFACE.
 KV0897
 KV0897                          STATION RECOVERY (1985)
 KV0897
 KV0897'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0897'MARK NOT FOUND.
 KV0897
 KV0897                          STATION RECOVERY (1992)
 KV0897
 KV0897'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0806 ***********************************************************************
 KU0806  TIDAL BM    -  This is a Tidal Bench Mark.
 KU0806  DESIGNATION -  TIDAL 2 STA 28
 KU0806  PID         -  KU0806
 KU0806  STATE/COUNTY-  NJ/MONMOUTH
 KU0806  USGS QUAD   -  LONG BRANCH (1981)
 KU0806
 KU0806                         *CURRENT SURVEY CONTROL
 KU0806  ___________________________________________________________________
 KU0806* NAD 83(1986)-  40 18 03.     (N)    073 59 15.     (W)     SCALED    
 KU0806* NAVD 88     -         7.265  (meters)      23.84   (feet)  ADJUSTED  
 KU0806  ___________________________________________________________________
 KU0806  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KU0806  DYNAMIC HT  -           7.262 (meters)      23.83  (feet)  COMP
 KU0806  MODELED GRAV-     980,176.3   (mgal)                       NAVD 88
 KU0806
 KU0806  VERT ORDER  -  FIRST     CLASS I
 KU0806
 KU0806.The horizontal coordinates were scaled from a topographic map and have
 KU0806.an estimated accuracy of +/- 6 seconds.
 KU0806
 KU0806.The orthometric height was determined by differential leveling
 KU0806.and adjusted by the National Geodetic Survey in June 1991..
 KU0806
 KU0806.This Tidal Bench Mark is designated as VM 332
 KU0806.by the Center for Operational Oceanographic Products and Services.
 KU0806
 KU0806.The geoid height was determined by GEOID03.
 KU0806
 KU0806.The dynamic height is computed by dividing the NAVD 88
 KU0806.geopotential number by the normal gravity value computed on the
 KU0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0806.degrees latitude (g = 980.6199 gals.).
 KU0806
 KU0806.The modeled gravity was interpolated from observed gravity values.
 KU0806
 KU0806;                    North         East    Units  Estimated Accuracy
 KU0806;SPC NJ       -   163,040.      193,570.      MT  (+/- 180 meters Scaled)
 KU0806
 KU0806                          SUPERSEDED SURVEY CONTROL
 KU0806
 KU0806  NGVD 29 (04/16/92)    7.593  (m)           24.91   (f) ADJUSTED    1 1
 KU0806
 KU0806.Superseded values are not recommended for survey control.
 KU0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0806.See file dsdata.txt to determine how the superseded data were derived.
 KU0806
 KU0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK860616(NAD 83)
 KU0806_MARKER: DJ = TIDAL STATION DISK
 KU0806_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0806_SP_SET: CONCRETE BASE
 KU0806_STAMPING: TIDAL NO 2 1948
 KU0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0806
 KU0806  HISTORY     - Date     Condition        Report By
 KU0806  HISTORY     - 1948     MONUMENTED       CGS
 KU0806  HISTORY     - 1952     GOOD             NGS
 KU0806  HISTORY     - 1964     GOOD             NGS
 KU0806  HISTORY     - 19920604 GOOD             USPSQD
 KU0806  HISTORY     - 20030110 MARK NOT FOUND   NJGS
 KU0806
 KU0806                          STATION DESCRIPTION
 KU0806
 KU0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0806'AT LONG BRANCH.
 KU0806'AT LONG BRANCH, ABOUT 0.1 MILE SOUTH ALONG THIRD AVENUE FROM
 KU0806'THE POST OFFICE, AT INTERSECTION OF CHELSA AVENUE, IN THE TOP
 KU0806'OF THE SOUTH CORNER OF CONCRETE BASE OF FLAG POLE AT LYCEUM
 KU0806'SCHOOL, 24 FEET SOUTH OF SOUTHWEST CORNER OF SCHOOL, 6 INCHES
 KU0806'SOUTH OF POLE AND ABOUT 3 FEET ABOVE CHELSA AVENUE.
 KU0806
 KU0806                          STATION RECOVERY (1964)
 KU0806
 KU0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU0806'RECOVERED IN GOOD CONDITION.
 KU0806
 KU0806                          STATION RECOVERY (1992)
 KU0806
 KU0806'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0806'RECOVERED IN GOOD CONDITION.
 KU0806
 KU0806                          STATION RECOVERY (2003)
 KU0806
 KU0806'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (SJM)
 KU0806'THE STATION HAS BEEN PAVED OVER AND IS NO LONGER USEABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0336 ***********************************************************************
 KV0336  DESIGNATION -  TIDAL 2 STA 3
 KV0336  PID         -  KV0336
 KV0336  STATE/COUNTY-  NJ/HUDSON
 KV0336  USGS QUAD   -  JERSEY CITY (1981)
 KV0336
 KV0336                         *CURRENT SURVEY CONTROL
 KV0336  ___________________________________________________________________
 KV0336* NAD 83(1986)-  40 40 55.     (N)    074 06 07.     (W)     SCALED    
 KV0336* NAVD 88     -         8.053  (meters)      26.42   (feet)  ADJUSTED  
 KV0336  ___________________________________________________________________
 KV0336  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KV0336  DYNAMIC HT  -           8.050 (meters)      26.41  (feet)  COMP
 KV0336  MODELED GRAV-     980,236.4   (mgal)                       NAVD 88
 KV0336
 KV0336  VERT ORDER  -  FIRST     CLASS II
 KV0336
 KV0336.The horizontal coordinates were scaled from a topographic map and have
 KV0336.an estimated accuracy of +/- 6 seconds.
 KV0336
 KV0336.The orthometric height was determined by differential leveling
 KV0336.and adjusted by the National Geodetic Survey in June 1991..
 KV0336
 KV0336.The geoid height was determined by GEOID03.
 KV0336
 KV0336.The dynamic height is computed by dividing the NAVD 88
 KV0336.geopotential number by the normal gravity value computed on the
 KV0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0336.degrees latitude (g = 980.6199 gals.).
 KV0336
 KV0336.The modeled gravity was interpolated from observed gravity values.
 KV0336
 KV0336;                    North         East    Units  Estimated Accuracy
 KV0336;SPC NJ       -   205,310.      183,650.      MT  (+/- 180 meters Scaled)
 KV0336
 KV0336                          SUPERSEDED SURVEY CONTROL
 KV0336
 KV0336  NGVD 29 (04/16/92)    8.395  (m)           27.54   (f) ADJUSTED    1 2
 KV0336
 KV0336.Superseded values are not recommended for survey control.
 KV0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0336.See file dsdata.txt to determine how the superseded data were derived.
 KV0336
 KV0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL758038(NAD 83)
 KV0336_MARKER: DJ = TIDAL STATION DISK
 KV0336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0336_SP_SET: CONC RAMP
 KV0336_STAMPING: 2 1938
 KV0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0336
 KV0336  HISTORY     - Date     Condition        Report By
 KV0336  HISTORY     - 1938     MONUMENTED       CGS
 KV0336  HISTORY     - 1952     GOOD             CGS
 KV0336  HISTORY     - 1961     GOOD             CGS
 KV0336  HISTORY     - 19950920 MARK NOT FOUND   NJGS
 KV0336
 KV0336                          STATION DESCRIPTION
 KV0336
 KV0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0336'AT BAYONNE.
 KV0336'AT BAYONNE, ABOUT 0.1 MILE SOUTHEAST ALONG EAST 49TH STREET FROM
 KV0336'THE INTERSECTION OF AVENUE E, AT THE AMERICAN RADIATOR COMPANY
 KV0336'PLANT, ON NORTHEAST SIDE OF BRICK BUILDING, SET IN THE TOP OF THE
 KV0336'NORTH CORNER OF A V SHAPED CONCRETE RAMP SUPPORTING LARGE CRANE
 KV0336'TRACKS, 39 FEET SOUTHEAST OF EAST CORNER OF NORTH WING TO PLANT
 KV0336'BUILDING, 5 FEET SOUTHWEST OF SOUTHWEST RAIL OF A TRACK LEADING
 KV0336'TO SCRAP YARD AND ABOUT 2 1/2 FEET ABOVE GROUND.
 KV0336
 KV0336                          STATION RECOVERY (1961)
 KV0336
 KV0336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KV0336'RECOVERED IN GOOD CONDITION.
 KV0336
 KV0336                          STATION RECOVERY (1995)
 KV0336
 KV0336'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0336'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV0336'SEARCH BY A TWO MAN PARTY.  NUMEROUS CHANGES HAVE BEEN MADE TO THE
 KV0336'AREA SINCE THE LAST RECOVERY.  49TH STREET NOW ENDS AT AVENUE E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0843 ***********************************************************************
 KV0843  DESIGNATION -  TIDAL 2 STA 34
 KV0843  PID         -  KV0843
 KV0843  STATE/COUNTY-  NJ/OCEAN
 KV0843  USGS QUAD   -  POINT PLEASANT (1989)
 KV0843
 KV0843                         *CURRENT SURVEY CONTROL
 KV0843  ___________________________________________________________________
 KV0843* NAD 83(1986)-  40 04 01.     (N)    074 03 00.     (W)     SCALED    
 KV0843* NAVD 88     -         0.684  (meters)       2.24   (feet)  ADJUSTED  
 KV0843  ___________________________________________________________________
 KV0843  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV0843  DYNAMIC HT  -           0.684 (meters)       2.24  (feet)  COMP
 KV0843  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 KV0843
 KV0843  VERT ORDER  -  FIRST     CLASS I
 KV0843
 KV0843.The horizontal coordinates were scaled from a topographic map and have
 KV0843.an estimated accuracy of +/- 6 seconds.
 KV0843
 KV0843.The orthometric height was determined by differential leveling
 KV0843.and adjusted by the National Geodetic Survey in June 1991..
 KV0843.WARNING-Repeat measurements at this control monument indicate possible
 KV0843.vertical movement.
 KV0843
 KV0843.The geoid height was determined by GEOID03.
 KV0843
 KV0843.The dynamic height is computed by dividing the NAVD 88
 KV0843.geopotential number by the normal gravity value computed on the
 KV0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0843.degrees latitude (g = 980.6199 gals.).
 KV0843
 KV0843.The modeled gravity was interpolated from observed gravity values.
 KV0843
 KV0843;                    North         East    Units  Estimated Accuracy
 KV0843;SPC NJ       -   137,040.      188,390.      MT  (+/- 180 meters Scaled)
 KV0843
 KV0843                          SUPERSEDED SURVEY CONTROL
 KV0843
 KV0843  NGVD 29 (04/16/92)    1.021  (m)            3.35   (f) ADJUSTED    1 1
 KV0843
 KV0843.Superseded values are not recommended for survey control.
 KV0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0843.See file dsdata.txt to determine how the superseded data were derived.
 KV0843
 KV0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK810356(NAD 83)
 KV0843_MARKER: DJ = TIDAL STATION DISK
 KV0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0843_STAMPING: NO 2 1934
 KV0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0843+STABILITY: SURFACE MOTION
 KV0843
 KV0843  HISTORY     - Date     Condition        Report By
 KV0843  HISTORY     - 1934     MONUMENTED       CGS
 KV0843  HISTORY     - 1964     GOOD             CGS
 KV0843  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV0843  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0843  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0843
 KV0843                          STATION DESCRIPTION
 KV0843
 KV0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0843'1 MI SW FROM BAY HEAD.
 KV0843'0.5 MILE WEST ALONG BRIDGE AVENUE FROM THE POST OFFICE AT BAY
 KV0843'HEAD, THENCE 0.3 MILE SOUTH ALONG BAY AVENUE, THENCE 0.2 MILE
 KV0843'0.2 MILE SOUTHEAST THROUGH THE MORTON JOHNSON BOAT WORKS, 65.5
 KV0843'FEET SOUTH OF THE SOUTH EDGE OF BOAT BASIN NORTH OF MACHINE
 KV0843'SHOP NO. 2, 108.8 FEET NORTH-NORTHWEST OF THE NORTHWET CORNER
 KV0843'OF THE OFFICE BUILDING, 11.9 FEET SOUTH OF THE NORTHEAST
 KV0843'CORNER OF BUILDING NO. 2, 1.0 FOOT EAST OF EAST WALL OF MACHINE
 KV0843'SHOP, 186.5 FEET NORTH OF BENCH MARK R 54 DESCRIBED, SET IN THE
 KV0843'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF
 KV0843'THE GROUND.  NOTE-- MARK MAY ALSO BE REACHED BY GOING 0.15
 KV0843'MILES WEST ALONG BRIDGE AVENUE FROM THE POST OFFICE AT BAY
 KV0843'HEAD, THENCE 0.3 MILES SOUTH ALONG WEST LAKE AVENUE TO THE DRAW
 KV0843'BRIDGE LEADING TO MORTON JOHNSON BOATWORKS.
 KV0843
 KV0843                          STATION RECOVERY (1984)
 KV0843
 KV0843'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0843'MARK NOT FOUND.
 KV0843
 KV0843                          STATION RECOVERY (1987)
 KV0843
 KV0843'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0843'MARK NOT FOUND.
 KV0843
 KV0843                          STATION RECOVERY (1987)
 KV0843
 KV0843'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0843'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0140 ***********************************************************************
 JU0140  DESIGNATION -  TIDAL 2 STA 48
 JU0140  PID         -  JU0140
 JU0140  STATE/COUNTY-  NJ/OCEAN
 JU0140  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0140
 JU0140                         *CURRENT SURVEY CONTROL
 JU0140  ___________________________________________________________________
 JU0140* NAD 83(1986)-  39 39 19.     (N)    074 11 06.     (W)     SCALED    
 JU0140* NAVD 88     -         0.577  (meters)       1.89   (feet)  ADJUSTED  
 JU0140  ___________________________________________________________________
 JU0140  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JU0140  DYNAMIC HT  -           0.577 (meters)       1.89  (feet)  COMP
 JU0140  MODELED GRAV-     980,152.6   (mgal)                       NAVD 88
 JU0140
 JU0140  VERT ORDER  -  FIRST     CLASS I
 JU0140
 JU0140.The horizontal coordinates were scaled from a topographic map and have
 JU0140.an estimated accuracy of +/- 6 seconds.
 JU0140
 JU0140.The orthometric height was determined by differential leveling
 JU0140.and adjusted by the National Geodetic Survey in June 1991..
 JU0140.WARNING-Repeat measurements at this control monument indicate possible
 JU0140.vertical movement.
 JU0140
 JU0140.The geoid height was determined by GEOID03.
 JU0140
 JU0140.The dynamic height is computed by dividing the NAVD 88
 JU0140.geopotential number by the normal gravity value computed on the
 JU0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0140.degrees latitude (g = 980.6199 gals.).
 JU0140
 JU0140.The modeled gravity was interpolated from observed gravity values.
 JU0140
 JU0140;                    North         East    Units  Estimated Accuracy
 JU0140;SPC NJ       -    91,290.      177,030.      MT  (+/- 180 meters Scaled)
 JU0140
 JU0140                          SUPERSEDED SURVEY CONTROL
 JU0140
 JU0140  NGVD 29 (??/??/??)    0.960  (m)            3.15   (f) ADJUSTED    1 1
 JU0140
 JU0140.Superseded values are not recommended for survey control.
 JU0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0140.See file dsdata.txt to determine how the superseded data were derived.
 JU0140
 JU0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ699898(NAD 83)
 JU0140_MARKER: DJ = TIDAL STATION DISK
 JU0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0140_STAMPING: NO 2 1936
 JU0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0140+STABILITY: SURFACE MOTION
 JU0140
 JU0140  HISTORY     - Date     Condition        Report By
 JU0140  HISTORY     - 1936     MONUMENTED       CGS
 JU0140  HISTORY     - 1961     GOOD             CGS
 JU0140  HISTORY     - 1964     GOOD             CGS
 JU0140  HISTORY     - 1985     GOOD             USPSQD
 JU0140  HISTORY     - 1987     GOOD             USPSQD
 JU0140  HISTORY     - 19950131 MARK NOT FOUND   NJGS
 JU0140
 JU0140                          STATION DESCRIPTION
 JU0140
 JU0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0140'1 MI NW FROM SHIP BOTTOM.
 JU0140'0.4 MILE NORTHEAST ALONG LONG BEACH BOULEVARD FROM THE CITY
 JU0140'HALL AT SHIP BOTTOM, THENCE 0.6 MILE NORTHWEST ON STATE HIGHWAY
 JU0140'72 TO CEDAR BOTTOM ISLAND, 288 FEET NORTHEAST OF THE NORTHEAST
 JU0140'CURB OF HIGHWAT 72, 192 FEET NORTHEAST OF TIDAL 3, 14 FEET
 JU0140'SOUTHEAST OF A GRAVELED ROAD AND 2.5 FEET NORTHEAST OF A POWER
 JU0140'POLE.  SET IN A CONCRETE POST LEVEL WITH THE GROUND.
 JU0140
 JU0140                          STATION RECOVERY (1964)
 JU0140
 JU0140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0140'RECOVERED IN GOOD CONDITION.
 JU0140
 JU0140                          STATION RECOVERY (1985)
 JU0140
 JU0140'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0140'MARK IS IN SOUTHWEST CORNER OF PROPERTY OF 21 MOWER ROAD ON CEDAR
 JU0140'BONNET ISLAND. ROADS NOW ALL PAVED.
 JU0140
 JU0140                          STATION RECOVERY (1987)
 JU0140
 JU0140'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0140'RECOVERED IN GOOD CONDITION.
 JU0140
 JU0140                          STATION RECOVERY (1995)
 JU0140
 JU0140'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0140'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0140'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0330 ***********************************************************************
 KV0330  DESIGNATION -  TIDAL 2 STA 5
 KV0330  PID         -  KV0330
 KV0330  STATE/COUNTY-  NJ/HUDSON
 KV0330  USGS QUAD   -  ELIZABETH (1995)
 KV0330
 KV0330                         *CURRENT SURVEY CONTROL
 KV0330  ___________________________________________________________________
 KV0330* NAD 83(1986)-  40 38 44.     (N)    074 08 38.     (W)     SCALED    
 KV0330* NAVD 88     -         2.263  (meters)       7.42   (feet)  ADJUSTED  
 KV0330  ___________________________________________________________________
 KV0330  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KV0330  DYNAMIC HT  -           2.262 (meters)       7.42  (feet)  COMP
 KV0330  MODELED GRAV-     980,227.7   (mgal)                       NAVD 88
 KV0330
 KV0330  VERT ORDER  -  FIRST     CLASS II
 KV0330
 KV0330.The horizontal coordinates were scaled from a topographic map and have
 KV0330.an estimated accuracy of +/- 6 seconds.
 KV0330
 KV0330.The orthometric height was determined by differential leveling
 KV0330.and adjusted by the National Geodetic Survey in June 1991..
 KV0330
 KV0330.The geoid height was determined by GEOID03.
 KV0330
 KV0330.The dynamic height is computed by dividing the NAVD 88
 KV0330.geopotential number by the normal gravity value computed on the
 KV0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0330.degrees latitude (g = 980.6199 gals.).
 KV0330
 KV0330.The modeled gravity was interpolated from observed gravity values.
 KV0330
 KV0330;                    North         East    Units  Estimated Accuracy
 KV0330;SPC NJ       -   201,250.      180,120.      MT  (+/- 180 meters Scaled)
 KV0330
 KV0330                          SUPERSEDED SURVEY CONTROL
 KV0330
 KV0330  NGVD 29 (04/16/92)    2.599  (m)            8.53   (f) ADJUSTED    1 2
 KV0330
 KV0330.Superseded values are not recommended for survey control.
 KV0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0330.See file dsdata.txt to determine how the superseded data were derived.
 KV0330
 KV0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK723997(NAD 83)
 KV0330_MARKER: DJ = TIDAL STATION DISK
 KV0330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0330_SP_SET: TOWER BASE
 KV0330_STAMPING: 2 1919
 KV0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0330
 KV0330  HISTORY     - Date     Condition        Report By
 KV0330  HISTORY     - 1919     MONUMENTED       CGS
 KV0330  HISTORY     - 1952     GOOD             CGS
 KV0330  HISTORY     - 1961     GOOD             CGS
 KV0330  HISTORY     - 19940901 MARK NOT FOUND   USPSQD
 KV0330
 KV0330                          STATION DESCRIPTION
 KV0330
 KV0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0330'AT BAYONNE.
 KV0330'AT BAYONNE, NEAR EXTENSION OF WEST FIRST STREET BETWEEN AVENUE A
 KV0330'AND BOULEVARD, AT THE GENERAL CABLE CORPORATION, SET IN THE TOP
 KV0330'OF THE SOUTH CORNER OF THE CONCRETE BASE OF THE SOUTH LEG OF THE
 KV0330'WATER TOWER, ABOUT 30 YARDS SOUTHWEST OF A POINT ABOUT MIDWAY
 KV0330'BETWEEN AND AT SOUTHWEST END OF BUILDINGS NO. 7 AND 12 AND ABOUT
 KV0330'1 1/2 FEET ABOVE CONCRETE APRON.
 KV0330
 KV0330                          STATION RECOVERY (1961)
 KV0330
 KV0330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KV0330'RECOVERED IN GOOD CONDITION.
 KV0330
 KV0330                          STATION RECOVERY (1994)
 KV0330
 KV0330'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0240 ***********************************************************************
 JU0240  DESIGNATION -  TIDAL 2 STA 53
 JU0240  PID         -  JU0240
 JU0240  STATE/COUNTY-  NJ/OCEAN
 JU0240  USGS QUAD   -  TUCKERTON (1995)
 JU0240
 JU0240                         *CURRENT SURVEY CONTROL
 JU0240  ___________________________________________________________________
 JU0240* NAD 83(1986)-  39 31 22.     (N)    074 17 51.     (W)     SCALED    
 JU0240* NAVD 88     -         1.039  (meters)       3.41   (feet)  ADJUSTED  
 JU0240  ___________________________________________________________________
 JU0240  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JU0240  DYNAMIC HT  -           1.039 (meters)       3.41  (feet)  COMP
 JU0240  MODELED GRAV-     980,131.5   (mgal)                       NAVD 88
 JU0240
 JU0240  VERT ORDER  -  SECOND    CLASS 0
 JU0240
 JU0240.The horizontal coordinates were scaled from a topographic map and have
 JU0240.an estimated accuracy of +/- 6 seconds.
 JU0240
 JU0240.The orthometric height was determined by differential leveling
 JU0240.and adjusted by the National Geodetic Survey in June 1991..
 JU0240
 JU0240.The geoid height was determined by GEOID03.
 JU0240
 JU0240.The dynamic height is computed by dividing the NAVD 88
 JU0240.geopotential number by the normal gravity value computed on the
 JU0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0240.degrees latitude (g = 980.6199 gals.).
 JU0240
 JU0240.The modeled gravity was interpolated from observed gravity values.
 JU0240
 JU0240;                    North         East    Units  Estimated Accuracy
 JU0240;SPC NJ       -    76,550.      167,410.      MT  (+/- 180 meters Scaled)
 JU0240
 JU0240                          SUPERSEDED SURVEY CONTROL
 JU0240
 JU0240  NGVD 29 (??/??/??)    1.426  (m)            4.68   (f) ADJUSTED    2 0
 JU0240
 JU0240.Superseded values are not recommended for survey control.
 JU0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0240.See file dsdata.txt to determine how the superseded data were derived.
 JU0240
 JU0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ603750(NAD 83)
 JU0240_MARKER: DJ = TIDAL STATION DISK
 JU0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0240_STAMPING: NO 2 1954
 JU0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0240+STABILITY: SURFACE MOTION
 JU0240
 JU0240  HISTORY     - Date     Condition        Report By
 JU0240  HISTORY     - 1954     MONUMENTED       CGS
 JU0240  HISTORY     - 1961     GOOD             CGS
 JU0240
 JU0240                          STATION DESCRIPTION
 JU0240
 JU0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0240'7.1 MI S FROM TUCKERTON.
 JU0240'0.3 MILE SOUTHWEST ON U.S. HIGHWAY 9 FROM THE POST OFFICE AT
 JU0240'TUCKERTON, THENCE 5.6 MILES SOUTH ON GREAT BAY BOULEVARD, THENCE
 JU0240'1.2 MILE SOUTHEAST ALONG NORTH SIDE OF LITTLE SHEEPSHEAD CREEK
 JU0240'TO THE INTERSECTION OF BIG SHEEPSHEAD CREEK, 160 FEET NORTHWEST
 JU0240'OF TIDAL 1 AND END OF POWER LINE ACROSS MARSH ON A SAND DUNE
 JU0240'ABOUT 10 FEET FROM HIGH WATER LINE.  SET IN A 10-INCH TILE FILLED
 JU0240'WITH CONCRETE AND PROJECTING ONE INCH ABOVE THE SAND.  TIDAL
 JU0240'STATION 53.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0281 ***********************************************************************
 JU0281  DESIGNATION -  TIDAL 2 STA 57
 JU0281  PID         -  JU0281
 JU0281  STATE/COUNTY-  NJ/ATLANTIC
 JU0281  USGS QUAD   -  OCEANVILLE (1989)
 JU0281
 JU0281                         *CURRENT SURVEY CONTROL
 JU0281  ___________________________________________________________________
 JU0281* NAD 83(1986)-  39 28 43.     (N)    074 22 58.     (W)     SCALED    
 JU0281* NAVD 88     -         0.405  (meters)       1.33   (feet)  ADJUSTED  
 JU0281  ___________________________________________________________________
 JU0281  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JU0281  DYNAMIC HT  -           0.405 (meters)       1.33  (feet)  COMP
 JU0281  MODELED GRAV-     980,129.1   (mgal)                       NAVD 88
 JU0281
 JU0281  VERT ORDER  -  SECOND    CLASS 0
 JU0281
 JU0281.The horizontal coordinates were scaled from a topographic map and have
 JU0281.an estimated accuracy of +/- 6 seconds.
 JU0281
 JU0281.The orthometric height was determined by differential leveling
 JU0281.and adjusted by the National Geodetic Survey in June 1991..
 JU0281
 JU0281.The geoid height was determined by GEOID03.
 JU0281
 JU0281.The dynamic height is computed by dividing the NAVD 88
 JU0281.geopotential number by the normal gravity value computed on the
 JU0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0281.degrees latitude (g = 980.6199 gals.).
 JU0281
 JU0281.The modeled gravity was interpolated from observed gravity values.
 JU0281
 JU0281;                    North         East    Units  Estimated Accuracy
 JU0281;SPC NJ       -    71,640.      160,090.      MT  (+/- 180 meters Scaled)
 JU0281
 JU0281                          SUPERSEDED SURVEY CONTROL
 JU0281
 JU0281  NGVD 29 (04/16/92)    0.793  (m)            2.60   (f) ADJUSTED    2 0
 JU0281
 JU0281.Superseded values are not recommended for survey control.
 JU0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0281.See file dsdata.txt to determine how the superseded data were derived.
 JU0281
 JU0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ530700(NAD 83)
 JU0281_MARKER: DJ = TIDAL STATION DISK
 JU0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0281_SP_SET: CONCRETE TILE
 JU0281_STAMPING: NO 2 1936
 JU0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0281
 JU0281  HISTORY     - Date     Condition        Report By
 JU0281  HISTORY     - 1936     MONUMENTED       CGS
 JU0281  HISTORY     - 1961     GOOD             CGS
 JU0281
 JU0281                          STATION DESCRIPTION
 JU0281
 JU0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0281'4.4 MI SE FROM SMITHVILLE.
 JU0281'1.5 MILE EAST ON COUNTY ROAD 561 FROM THE JUNCTION OF U.S.
 JU0281'HIGHWAY 9 AT SMITHVILLE, THENCE 0.45 MILE EAST AND NORTHEAST
 JU0281'ON DIRT ROAD LEADING TO LEEDS POINT BOAT DOCKS, THENCE ABOUT
 JU0281'2.5 MILES SOUTHEAST ACROSS MARSH TO MAIN MARSH THOROFARE, ABOUT
 JU0281'0.5 MILE SOUTHWEST OF THE POINT OF GREAT BAY, 150 FEET SOUTHEAST
 JU0281'AND ACROSS SMALL CREEK FROM THE REMAINS OF THREE SMALL BUILDINGS,
 JU0281'62 FEET WEST OF THE WEST BANK OF MAIN MARSH THOROFARE, 28 FEET
 JU0281'SOUTHEAST OF THE SOUTHEAST SIDE OF SMALL CREEK, AND 20 FEET
 JU0281'SOUTHWEST OF A SMALL POND.  SET IN THE TOP OF AN 8 INCH TILE
 JU0281'FILLED WITH CONCRETE AND ONE INCH BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0335 ***********************************************************************
 JU0335  DESIGNATION -  TIDAL 2 STA 61
 JU0335  PID         -  JU0335
 JU0335  STATE/COUNTY-  NJ/ATLANTIC
 JU0335  USGS QUAD   -  OCEANVILLE (1989)
 JU0335
 JU0335                         *CURRENT SURVEY CONTROL
 JU0335  ___________________________________________________________________
 JU0335* NAD 83(1986)-  39 25 18.     (N)    074 28 56.     (W)     SCALED    
 JU0335* NAVD 88     -         0.626  (meters)       2.05   (feet)  ADJUSTED  
 JU0335  ___________________________________________________________________
 JU0335  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JU0335  DYNAMIC HT  -           0.626 (meters)       2.05  (feet)  COMP
 JU0335  MODELED GRAV-     980,119.2   (mgal)                       NAVD 88
 JU0335
 JU0335  VERT ORDER  -  SECOND    CLASS 0
 JU0335
 JU0335.The horizontal coordinates were scaled from a topographic map and have
 JU0335.an estimated accuracy of +/- 6 seconds.
 JU0335
 JU0335.The orthometric height was determined by differential leveling
 JU0335.and adjusted by the National Geodetic Survey in June 1991..
 JU0335
 JU0335.The geoid height was determined by GEOID03.
 JU0335
 JU0335.The dynamic height is computed by dividing the NAVD 88
 JU0335.geopotential number by the normal gravity value computed on the
 JU0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0335.degrees latitude (g = 980.6199 gals.).
 JU0335
 JU0335.The modeled gravity was interpolated from observed gravity values.
 JU0335
 JU0335;                    North         East    Units  Estimated Accuracy
 JU0335;SPC NJ       -    65,310.      151,530.      MT  (+/- 180 meters Scaled)
 JU0335
 JU0335                          SUPERSEDED SURVEY CONTROL
 JU0335
 JU0335  NGVD 29 (??/??/??)    1.017  (m)            3.34   (f) ADJUSTED    2 0
 JU0335
 JU0335.Superseded values are not recommended for survey control.
 JU0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0335.See file dsdata.txt to determine how the superseded data were derived.
 JU0335
 JU0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ445636(NAD 83)
 JU0335_MARKER: DJ = TIDAL STATION DISK
 JU0335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0335_SP_SET: CONCRETE TILE
 JU0335_STAMPING: NO 2 1936
 JU0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0335
 JU0335  HISTORY     - Date     Condition        Report By
 JU0335  HISTORY     - 1936     MONUMENTED       CGS
 JU0335  HISTORY     - 1961     GOOD             CGS
 JU0335
 JU0335                          STATION DESCRIPTION
 JU0335
 JU0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0335'1.5 MI E FROM ABSECON.
 JU0335'0.5 MILE SOUTHEAST ON U.S. HIGHWAY 30 FROM THE JUNCTION WITH U.S.
 JU0335'HIGHWAY 9 IN ABSECON, THENCE 0.6 MILE NORTHEAST ON REED ROAD TO
 JU0335'END OF ROAD, THENCE 0.4 MILE EAST ACROSS MARSH TO THE ENTRANCE OF
 JU0335'ABSECON CREEK, ABOUT 320 FEET NORTHWEST OF LIGHT AT ENTRANCE AT
 JU0335'ABSECON CREEK, 95 FEET WEST OF THE WEST BANK OF ABSECON CREEK AND
 JU0335'88 FEET NORTHWEST OF TIDAL 1.  SET IN AN 8 INCH TILE FILLED WITH
 JU0335'CONCRETE PROJECTING TWO INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0323 ***********************************************************************
 JU0323  DESIGNATION -  TIDAL 2 STA 62
 JU0323  PID         -  JU0323
 JU0323  STATE/COUNTY-  NJ/ATLANTIC
 JU0323  USGS QUAD   -  OCEANVILLE (1989)
 JU0323
 JU0323                         *CURRENT SURVEY CONTROL
 JU0323  ___________________________________________________________________
 JU0323* NAD 83(1986)-  39 22 34.     (N)    074 25 16.     (W)     SCALED    
 JU0323* NAVD 88     -         1.567  (meters)       5.14   (feet)  ADJUSTED  
 JU0323  ___________________________________________________________________
 JU0323  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JU0323  DYNAMIC HT  -           1.567 (meters)       5.14  (feet)  COMP
 JU0323  MODELED GRAV-     980,108.9   (mgal)                       NAVD 88
 JU0323
 JU0323  VERT ORDER  -  FIRST     CLASS I
 JU0323
 JU0323.The horizontal coordinates were scaled from a topographic map and have
 JU0323.an estimated accuracy of +/- 6 seconds.
 JU0323
 JU0323.The orthometric height was determined by differential leveling
 JU0323.and adjusted by the National Geodetic Survey in June 1991..
 JU0323
 JU0323.The geoid height was determined by GEOID03.
 JU0323
 JU0323.The dynamic height is computed by dividing the NAVD 88
 JU0323.geopotential number by the normal gravity value computed on the
 JU0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0323.degrees latitude (g = 980.6199 gals.).
 JU0323
 JU0323.The modeled gravity was interpolated from observed gravity values.
 JU0323
 JU0323;                    North         East    Units  Estimated Accuracy
 JU0323;SPC NJ       -    60,260.      156,800.      MT  (+/- 180 meters Scaled)
 JU0323
 JU0323                          SUPERSEDED SURVEY CONTROL
 JU0323
 JU0323  NGVD 29 (??/??/??)    1.976  (m)            6.48   (f) ADJUSTED    1 1
 JU0323
 JU0323.Superseded values are not recommended for survey control.
 JU0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0323.See file dsdata.txt to determine how the superseded data were derived.
 JU0323
 JU0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ498586(NAD 83)
 JU0323_MARKER: DJ = TIDAL STATION DISK
 JU0323_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU0323_SP_SET: CLAY TILE IN EARTH
 JU0323_STAMPING: NO 2 1936
 JU0323_MARK LOGO: CGS   
 JU0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0323+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1989
 JU0323
 JU0323  HISTORY     - Date     Condition        Report By
 JU0323  HISTORY     - 1936     MONUMENTED       CGS
 JU0323  HISTORY     - 1961     GOOD             CGS
 JU0323  HISTORY     - 1963     GOOD             CGS
 JU0323  HISTORY     - 19891030 MARK NOT FOUND   NJGS
 JU0323
 JU0323                          STATION DESCRIPTION
 JU0323
 JU0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0323'AT ATLANTIC CITY.
 JU0323'77 FEET SOUTHEAST OF THE SOUTHEAST END OF STEPS LEADING TO THE
 JU0323'SECOND AND THIRD BOAT SLIPS NORTH OF ATLANTIC CITY MUNICIPAL
 JU0323'DOCKS BUILDING, 24 FEET SOUTH OF A POWER LINE POLE, 11 FEET
 JU0323'SOUTHEAST OF THE SOUTHEAST CURB OF RHODE ISLAND AVENUE AND ONE
 JU0323'FOOT NORTHWEST OF A HIGH FENCE.  SET IN THE TOP OF AN 8 INCH TILE
 JU0323'FILLED WITH CONCRETE AND LEVEL WITH THE SIDEWALK.
 JU0323
 JU0323                          STATION RECOVERY (1963)
 JU0323
 JU0323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU0323'RECOVERED IN GOOD CONDITION.
 JU0323
 JU0323                          STATION RECOVERY (1989)
 JU0323
 JU0323'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 JU0323'THE MARK WAS NOT RECOVERED DUE TO INADEQUENT TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0328 ***********************************************************************
 JU0328  DESIGNATION -  TIDAL 2 STA 65
 JU0328  PID         -  JU0328
 JU0328  STATE/COUNTY-  NJ/ATLANTIC
 JU0328  USGS QUAD   -  ATLANTIC CITY (1994)
 JU0328
 JU0328                         *CURRENT SURVEY CONTROL
 JU0328  ___________________________________________________________________
 JU0328* NAD 83(1986)-  39 20 50.     (N)    074 29 36.     (W)     SCALED    
 JU0328* NAVD 88     -         0.806  (meters)       2.64   (feet)  ADJUSTED  
 JU0328  ___________________________________________________________________
 JU0328  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 JU0328  DYNAMIC HT  -           0.806 (meters)       2.64  (feet)  COMP
 JU0328  MODELED GRAV-     980,106.4   (mgal)                       NAVD 88
 JU0328
 JU0328  VERT ORDER  -  SECOND    CLASS 0
 JU0328
 JU0328.The horizontal coordinates were scaled from a topographic map and have
 JU0328.an estimated accuracy of +/- 6 seconds.
 JU0328
 JU0328.The orthometric height was determined by differential leveling
 JU0328.and adjusted by the National Geodetic Survey in June 1991..
 JU0328
 JU0328.The geoid height was determined by GEOID03.
 JU0328
 JU0328.The dynamic height is computed by dividing the NAVD 88
 JU0328.geopotential number by the normal gravity value computed on the
 JU0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0328.degrees latitude (g = 980.6199 gals.).
 JU0328
 JU0328.The modeled gravity was interpolated from observed gravity values.
 JU0328
 JU0328;                    North         East    Units  Estimated Accuracy
 JU0328;SPC NJ       -    57,050.      150,580.      MT  (+/- 180 meters Scaled)
 JU0328
 JU0328                          SUPERSEDED SURVEY CONTROL
 JU0328
 JU0328  NGVD 29 (04/16/92)    1.202  (m)            3.94   (f) ADJUSTED    2 0
 JU0328
 JU0328.Superseded values are not recommended for survey control.
 JU0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0328.See file dsdata.txt to determine how the superseded data were derived.
 JU0328
 JU0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ436554(NAD 83)
 JU0328_MARKER: DJ = TIDAL STATION DISK
 JU0328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0328_SP_SET: CONCRETE TILE
 JU0328_STAMPING: NO 2 1936
 JU0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0328
 JU0328  HISTORY     - Date     Condition        Report By
 JU0328  HISTORY     - 1936     MONUMENTED       CGS
 JU0328  HISTORY     - 1961     GOOD             CGS
 JU0328
 JU0328                          STATION DESCRIPTION
 JU0328
 JU0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0328'AT VENTNOR CITY.
 JU0328'0.85 MILES NORTHWEST ON WYOMING AVENUE FROM JUNCTION WITH ATLANTIC
 JU0328'AVENUE IN VENTNOR CITY TO THE END OF WYOMING AVENUE, THENCE 0.25
 JU0328'MILES NORTHEAST ALONG THE SOUTHEAST SIDE OF BEACH THOROFARE,
 JU0328'SOUTHEAST AND ACROSS THOROFARE FROM THE EAST TIP OF SHELTER ISLAND.
 JU0328'(THE PART OF THE ISLAND WHERE A HOUSE IS STANDING) 0.4 MILES SOUTH
 JU0328'OF THE NORTH END OF WEST CANAL, 128 FEET SOUTHWEST OF BENCH MARK
 JU0328'NO. 1 AND 184 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF BEACH
 JU0328'THOROFARE.  SET IN 8 INCH TILE FILLED WITH CONCRETE PROJECTING
 JU0328'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0479 ***********************************************************************
 JU0479  DESIGNATION -  TIDAL 2 STA 67
 JU0479  PID         -  JU0479
 JU0479  STATE/COUNTY-  NJ/ATLANTIC
 JU0479  USGS QUAD   -  OCEAN CITY (1994)
 JU0479
 JU0479                         *CURRENT SURVEY CONTROL
 JU0479  ___________________________________________________________________
 JU0479* NAD 83(1986)-  39 18 51.     (N)    074 31 33.     (W)     SCALED    
 JU0479* NAVD 88     -         1.767  (meters)       5.80   (feet)  ADJUSTED  
 JU0479  ___________________________________________________________________
 JU0479  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 JU0479  DYNAMIC HT  -           1.766 (meters)       5.79  (feet)  COMP
 JU0479  MODELED GRAV-     980,103.0   (mgal)                       NAVD 88
 JU0479
 JU0479  VERT ORDER  -  FIRST     CLASS II
 JU0479
 JU0479.The horizontal coordinates were scaled from a topographic map and have
 JU0479.an estimated accuracy of +/- 6 seconds.
 JU0479
 JU0479.The orthometric height was determined by differential leveling
 JU0479.and adjusted by the National Geodetic Survey in March 2005..
 JU0479
 JU0479.The geoid height was determined by GEOID03.
 JU0479
 JU0479.The dynamic height is computed by dividing the NAVD 88
 JU0479.geopotential number by the normal gravity value computed on the
 JU0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0479.degrees latitude (g = 980.6199 gals.).
 JU0479
 JU0479.The modeled gravity was interpolated from observed gravity values.
 JU0479
 JU0479;                    North         East    Units  Estimated Accuracy
 JU0479;SPC NJ       -    53,380.      147,770.      MT  (+/- 180 meters Scaled)
 JU0479
 JU0479                          SUPERSEDED SURVEY CONTROL
 JU0479
 JU0479  NAVD 88 (06/15/91)    1.768  (m)            5.80   (f) UNKNOWN     2 0
 JU0479  NGVD 29 (04/16/92)    2.158  (m)            7.08   (f) ADJUSTED    2 0
 JU0479
 JU0479.Superseded values are not recommended for survey control.
 JU0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0479.See file dsdata.txt to determine how the superseded data were derived.
 JU0479
 JU0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ408517(NAD 83)
 JU0479_MARKER: DJ = TIDAL STATION DISK
 JU0479_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0479_SP_SET: SIDEWALK
 JU0479_STAMPING: NO 2 1937
 JU0479_MARK LOGO: CGS   
 JU0479_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0479+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2000
 JU0479
 JU0479  HISTORY     - Date     Condition        Report By
 JU0479  HISTORY     - 1937     MONUMENTED       CGS
 JU0479  HISTORY     - 1961     GOOD             CGS
 JU0479  HISTORY     - 20000827 GOOD             NJGS
 JU0479
 JU0479                          STATION DESCRIPTION
 JU0479
 JU0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0479'AT LONGPORT.
 JU0479'AT THE INTERSECTION OF ABSECON AVENUE AND VENTNOR AVENUE IN THE
 JU0479'SOUTH EDGE OF THE SIDEWALK ALONG SOUTH SIDE OF VENTNOR AVENUE,
 JU0479'68 PACES SOUTH OF TIDAL NO. 1, 18 FEET EAST OF THE CURB OF ABSECON
 JU0479'AVENUE, 7 FEET EAST OF A LARGE CONCRETE DRINKING FOUNTAIN AND 6
 JU0479'FEET SOUTH OF THE SOUTH CURB OF VENTNOR AVENUE.  SET IN DRILL
 JU0479'HOLE LEVEL WITH SIDEWALK.
 JU0479
 JU0479                          STATION RECOVERY (2000)
 JU0479
 JU0479'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU0479'THE STATION IS LOCATED IN THE BOROUGH OF LONGPORT ON THE SOUTH SIDE OF
 JU0479'VENTNOR AVENUE, IN A TRIANGULAR SHAPED PARK FORMED BY THE JUNCTION OF
 JU0479'27TH, OBERON AND VENTNOR AVENUES.  THE STATION IS 12.25 M (40.19 FT)
 JU0479'NORTHWEST FROM A FLAGPOLE, 5.45 M (17.88 FT) NORTHEAST FROM 27TH
 JU0479'AVENUE CURB, 1.95 M (6.40 FT) SOUTH SOUTHWEST FROM VENTNOR AVENUE
 JU0479'CURB, 1.95 M (6.40 FT) NORTH FROM LONGPORT SIGN, 2.45 M (8.04 FT) EAST
 JU0479'FROM A LARGE CONCRETE DRINKING FOUNTAIN.  THE STATION IS SET FLUSH
 JU0479'WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0484 ***********************************************************************
 JU0484  DESIGNATION -  TIDAL 2 STA 69
 JU0484  PID         -  JU0484
 JU0484  STATE/COUNTY-  NJ/CAPE MAY
 JU0484  USGS QUAD   -  OCEAN CITY (1994)
 JU0484
 JU0484                         *CURRENT SURVEY CONTROL
 JU0484  ___________________________________________________________________
 JU0484* NAD 83(1986)-  39 17 47.     (N)    074 33 24.     (W)     SCALED    
 JU0484* NAVD 88     -         2.190  (meters)       7.18   (feet)  ADJUSTED  
 JU0484  ___________________________________________________________________
 JU0484  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 JU0484  DYNAMIC HT  -           2.189 (meters)       7.18  (feet)  COMP
 JU0484  MODELED GRAV-     980,100.8   (mgal)                       NAVD 88
 JU0484
 JU0484  VERT ORDER  -  FIRST     CLASS II
 JU0484
 JU0484.The horizontal coordinates were scaled from a topographic map and have
 JU0484.an estimated accuracy of +/- 6 seconds.
 JU0484
 JU0484.The orthometric height was determined by differential leveling
 JU0484.and adjusted by the National Geodetic Survey in March 2005..
 JU0484
 JU0484.The geoid height was determined by GEOID03.
 JU0484
 JU0484.The dynamic height is computed by dividing the NAVD 88
 JU0484.geopotential number by the normal gravity value computed on the
 JU0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0484.degrees latitude (g = 980.6199 gals.).
 JU0484
 JU0484.The modeled gravity was interpolated from observed gravity values.
 JU0484
 JU0484;                    North         East    Units  Estimated Accuracy
 JU0484;SPC NJ       -    51,400.      145,110.      MT  (+/- 180 meters Scaled)
 JU0484
 JU0484                          SUPERSEDED SURVEY CONTROL
 JU0484
 JU0484  NAVD 88 (06/15/91)    2.204  (m)            7.23   (f) UNKNOWN     2 0
 JU0484  NGVD 29 (04/16/92)    2.583  (m)            8.47   (f) ADJUSTED    2 0
 JU0484
 JU0484.Superseded values are not recommended for survey control.
 JU0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0484.See file dsdata.txt to determine how the superseded data were derived.
 JU0484
 JU0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ382497(NAD 83)
 JU0484_MARKER: DJ = TIDAL STATION DISK
 JU0484_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0484_SP_SET: SIDEWALK
 JU0484_STAMPING: NO 2 1937
 JU0484_MARK LOGO: CGS   
 JU0484_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0484+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2000
 JU0484
 JU0484  HISTORY     - Date     Condition        Report By
 JU0484  HISTORY     - 1937     MONUMENTED       CGS
 JU0484  HISTORY     - 1961     GOOD             CGS
 JU0484  HISTORY     - 20000827 GOOD             NJGS
 JU0484  HISTORY     - 20060224 GOOD             GEOCAC
 JU0484
 JU0484                          STATION DESCRIPTION
 JU0484
 JU0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0484'AT OCEAN CITY.
 JU0484'IN THE SIDEWALK NEAR NORTHWEST EDGE OF THE NORTHWEST SIDEWALK
 JU0484'OF OCEAN DRIVE (PARKWAY), 37.5 FEET SOUTHWEST OF THE SOUTHWEST
 JU0484'CURB OF THE NEW CASTLE ROAD AND 6.6 FEET SOUTHEAST OF THE
 JU0484'SOUTHEAST CURB OF THE ROAD PARALLELING OCEAN DRIVE (PARKWAY).  SET
 JU0484'IN A DRILL HOLE LEVEL WITH THE SIDEWALK.  NOTE-- LONGPORT- OCEAN
 JU0484'CITY HIGHWAY BRIDGE (SOUTH END), GREAT EGG HARBOR INLET.
 JU0484
 JU0484                          STATION RECOVERY (2000)
 JU0484
 JU0484'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU0484'THE STATION IS LOCATED AT THE NORTH END OF OCEAN CITY IN THE SIDEWALK
 JU0484'NEAR THE NORTHWEST EDGE OF THE OF GARDENS PARKWAY.  TO REACH THE
 JU0484'STATION FROM THE INTERSECTION OF 9TH STREET AND WESLEY AVENUE GO 1.35
 JU0484'MI (2.17 KM) NORTHEAST ON WESLEY AVENUE THEN BECOMING GARDENS PARKWAY
 JU0484'CONTINUE ON GARDENS PARKWAY 0.4 MI (0.6 KM) TO WEST NEW CASTLE ROAD
 JU0484'AND THE STATION ON THE LEFT.  THE STATION IS 2.0 M (6.6 FT) NORTHWEST
 JU0484'FROM THE NORTHWEST CURB OF ROAD PARALLELING GARDENS PARKWAY, 11.45 M
 JU0484'(37.57 FT) SOUTHWEST FROM THE SOUTHWEST CURB OF WEST NEW CASTLE ROAD,
 JU0484'7.4 M (24.3 FT) SOUTHWEST FROM A FIRE HYDRANT, 17.25 M (56.59 FT)
 JU0484'NORTHWEST FROM THE CENTERLINE OF GARDENS PARKWAY.
 JU0484
 JU0484                          STATION RECOVERY (2006)
 JU0484
 JU0484'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0484'HANDHELD COORDINATES ARE N39-17-47.64 W074-33-25.56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0492 ***********************************************************************
 JU0492  DESIGNATION -  TIDAL 2 STA 71
 JU0492  PID         -  JU0492
 JU0492  STATE/COUNTY-  NJ/ATLANTIC
 JU0492  USGS QUAD   -  OCEAN CITY (1994)
 JU0492
 JU0492                         *CURRENT SURVEY CONTROL
 JU0492  ___________________________________________________________________
 JU0492* NAD 83(1986)-  39 18 01.     (N)    074 37 20.     (W)     SCALED    
 JU0492* NAVD 88     -         1.751  (meters)       5.74   (feet)  ADJUSTED  
 JU0492  ___________________________________________________________________
 JU0492  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 JU0492  DYNAMIC HT  -           1.750 (meters)       5.74  (feet)  COMP
 JU0492  MODELED GRAV-     980,102.7   (mgal)                       NAVD 88
 JU0492
 JU0492  VERT ORDER  -  FIRST     CLASS II
 JU0492
 JU0492.The horizontal coordinates were scaled from a topographic map and have
 JU0492.an estimated accuracy of +/- 6 seconds.
 JU0492
 JU0492.The orthometric height was determined by differential leveling
 JU0492.and adjusted by the National Geodetic Survey in March 2005..
 JU0492
 JU0492.The geoid height was determined by GEOID03.
 JU0492
 JU0492.The dynamic height is computed by dividing the NAVD 88
 JU0492.geopotential number by the normal gravity value computed on the
 JU0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0492.degrees latitude (g = 980.6199 gals.).
 JU0492
 JU0492.The modeled gravity was interpolated from observed gravity values.
 JU0492
 JU0492;                    North         East    Units  Estimated Accuracy
 JU0492;SPC NJ       -    51,840.      139,460.      MT  (+/- 180 meters Scaled)
 JU0492
 JU0492                          SUPERSEDED SURVEY CONTROL
 JU0492
 JU0492  NAVD 88 (06/15/91)    1.802  (m)            5.91   (f) UNKNOWN     2 0
 JU0492  NGVD 29 (??/??/??)    2.198  (m)            7.21   (f) ADJUSTED    2 0
 JU0492
 JU0492.Superseded values are not recommended for survey control.
 JU0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0492.See file dsdata.txt to determine how the superseded data were derived.
 JU0492
 JU0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ325501(NAD 83)
 JU0492_MARKER: DJ = TIDAL STATION DISK
 JU0492_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU0492_STAMPING: NO 2 1937
 JU0492_MARK LOGO: CGS   
 JU0492_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0492+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2002
 JU0492
 JU0492  HISTORY     - Date     Condition        Report By
 JU0492  HISTORY     - 1937     MONUMENTED       CGS
 JU0492  HISTORY     - 1961     GOOD             CGS
 JU0492  HISTORY     - 20000713 GOOD             NJGS
 JU0492  HISTORY     - 20020130 GOOD             INDIV
 JU0492
 JU0492                          STATION DESCRIPTION
 JU0492
 JU0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0492'0.5 MI SW FROM SOMERS POINT.
 JU0492'0.5 MILE SOUTHWEST ON U.S. HIGHWAY 9 FROM THE JUNCTION WITH
 JU0492'THE GARDEN STATE PARKWAY.  254 YARDS NORTHEAST OF THE NORTHEAST
 JU0492'END OF BEASLEYS POINT BRIDGE OVER GREAT EGG HARBOR BAY, 61 FEET
 JU0492'SOUTHEAST OF THE HIGHWATER LINE, 17.5 FEET NORTHWEST OF THE CENTER
 JU0492'LINE OF U.S. HIGHWAY 9 AND 2 FEET NORTHWEST OF GUARD RAIL FENCE.
 JU0492'SET IN THE TOP OF AN 8 INCH TILE FILLED WITH CONCRETE LEVEL
 JU0492'WITH THE HIGHWAY.
 JU0492
 JU0492                          STATION RECOVERY (2000)
 JU0492
 JU0492'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU0492'THE STATION IS LOCATED IN THE BOROUGH OF SOMERS POINT ON THE NORTHWEST
 JU0492'SIDE OF U.S.  HIGHWAY 9 ON AN ISLAND KNOWN LOCALLY AS DRAG ISLAND,
 JU0492'BETWEEN DRAG CHANNEL TO THE NORTH AND THE GREAT EGG HARBOR BAY TO THE
 JU0492'SOUTH.  THE STATION IS ABOUT 231.0 M (757.9 FT) NORTHEAST FROM THE
 JU0492'NORTHEAST END OF THE BRIDGE CARRYING U.S.  HIGHWAY 9 OVER THE GREAT
 JU0492'EGG HARBOR BAY AT BEESELYS POINT, 5.2 M (17.1 FT) WEST FROM THE
 JU0492'CENTERLINE OF U.S.  HIHGWAY 9, 26.0 M (85.3 FT) SOUTH FROM A NO
 JU0492'STOPPING OR STANDING TRAFFIC SIGN, 18.9 M (62.0 FT) NORTH OF A 25 MPH
 JU0492'DO NOT PASS TRAFFIC SIGN AND 3.9 M (12.8 FT) EAST OF A WOODEN
 JU0492'BULKHEAD.
 JU0492
 JU0492                          STATION RECOVERY (2002)
 JU0492
 JU0492'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MWK)
 JU0492'RECOVERED AS DESCRIBED. WITNESS POST SIGN FACING ROUTE 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0383 ***********************************************************************
 JU0383  DESIGNATION -  TIDAL 2 STA 75
 JU0383  PID         -  JU0383
 JU0383  STATE/COUNTY-  NJ/CAPE MAY
 JU0383  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0383
 JU0383                         *CURRENT SURVEY CONTROL
 JU0383  ___________________________________________________________________
 JU0383* NAD 83(1986)-  39 13 39.     (N)    074 39 20.     (W)     SCALED    
 JU0383* NAVD 88     -         0.475  (meters)       1.56   (feet)  POSTED    
 JU0383  ___________________________________________________________________
 JU0383  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 JU0383  DYNAMIC HT  -           0.470 (meters)       1.54  (feet)  COMP
 JU0383  MODELED GRAV-     980,089.0   (mgal)                       NAVD 88
 JU0383
 JU0383  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JU0383
 JU0383.The horizontal coordinates were scaled from a topographic map and have
 JU0383.an estimated accuracy of +/- 6 seconds.
 JU0383
 JU0383.The orthometric height was determined by differential leveling
 JU0383.and adjusted by the National Geodetic Survey in 1992..
 JU0383.No vertical observational check was made to the station.
 JU0383.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JU0383.was located on a no-check spur therefore a value was not computed.
 JU0383
 JU0383.The geoid height was determined by GEOID03.
 JU0383
 JU0383.The dynamic height is computed by dividing the NAVD 88
 JU0383.geopotential number by the normal gravity value computed on the
 JU0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0383.degrees latitude (g = 980.6199 gals.).
 JU0383
 JU0383.The modeled gravity was interpolated from observed gravity values.
 JU0383
 JU0383;                    North         East    Units  Estimated Accuracy
 JU0383;SPC NJ       -    43,770.      136,570.      MT  (+/- 180 meters Scaled)
 JU0383
 JU0383                          SUPERSEDED SURVEY CONTROL
 JU0383
 JU0383  NGVD 29 (04/16/92)    0.865  (m)            2.84   (f) ADJUSTED    1 2
 JU0383
 JU0383.Superseded values are not recommended for survey control.
 JU0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0383.See file dsdata.txt to determine how the superseded data were derived.
 JU0383
 JU0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ297420(NAD 83)
 JU0383_MARKER: DJ = TIDAL STATION DISK
 JU0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0383_STAMPING: NO 2 1937
 JU0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0383+STABILITY: SURFACE MOTION
 JU0383
 JU0383  HISTORY     - Date     Condition        Report By
 JU0383  HISTORY     - 1937     MONUMENTED       CGS
 JU0383  HISTORY     - 1961     GOOD             CGS
 JU0383
 JU0383                          STATION DESCRIPTION
 JU0383
 JU0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0383'0.8 MI NW FROM OCEAN CITY.
 JU0383'0.8 MILE NORTHWEST ON THE PENNSYLVANIA, READING AND SEASHORE
 JU0383'RAILROAD FROM THE STATION AT 51 STREET IN OCEAN CITY THENCE 0.6
 JU0383'MILE SOUTHWEST ALONG CROOK HORN CREEK, 85 FEET NORTHEAST AND 62
 JU0383'FEET NORTH NORTHWEST OF THE HIGH WATER LINE ON THE POINT OF THE
 JU0383'WESTERN SHORE OF CROOK HORN CREEK AND ACROSS A SMALL CREEK FROM
 JU0383'THE NORTHEAST POINT OF DEVILS ISLAND.  SET IN THE TOP OF A
 JU0383'CONCRETE POST PROJECTING 1 INCH.  THE MARK IS 102 FEET SOUTHWEST
 JU0383'OF NO. 3 1937
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0391 ***********************************************************************
 JU0391  DESIGNATION -  TIDAL 2 STA 77
 JU0391  PID         -  JU0391
 JU0391  STATE/COUNTY-  NJ/CAPE MAY
 JU0391  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0391
 JU0391                         *CURRENT SURVEY CONTROL
 JU0391  ___________________________________________________________________
 JU0391* NAD 83(1986)-  39 12 19.     (N)    074 40 21.     (W)     SCALED    
 JU0391* NAVD 88     -         0.883  (meters)       2.90   (feet)  ADJUSTED  
 JU0391  ___________________________________________________________________
 JU0391  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 JU0391  DYNAMIC HT  -           0.882 (meters)       2.89  (feet)  COMP
 JU0391  MODELED GRAV-     980,084.8   (mgal)                       NAVD 88
 JU0391
 JU0391  VERT ORDER  -  FIRST     CLASS II
 JU0391
 JU0391.The horizontal coordinates were scaled from a topographic map and have
 JU0391.an estimated accuracy of +/- 6 seconds.
 JU0391
 JU0391.The orthometric height was determined by differential leveling
 JU0391.and adjusted by the National Geodetic Survey in June 1991..
 JU0391
 JU0391.The geoid height was determined by GEOID03.
 JU0391
 JU0391.The dynamic height is computed by dividing the NAVD 88
 JU0391.geopotential number by the normal gravity value computed on the
 JU0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0391.degrees latitude (g = 980.6199 gals.).
 JU0391
 JU0391.The modeled gravity was interpolated from observed gravity values.
 JU0391
 JU0391;                    North         East    Units  Estimated Accuracy
 JU0391;SPC NJ       -    41,300.      135,100.      MT  (+/- 180 meters Scaled)
 JU0391
 JU0391                          SUPERSEDED SURVEY CONTROL
 JU0391
 JU0391  NGVD 29 (04/16/92)    1.274  (m)            4.18   (f) ADJUSTED    1 2
 JU0391
 JU0391.Superseded values are not recommended for survey control.
 JU0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0391.See file dsdata.txt to determine how the superseded data were derived.
 JU0391
 JU0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ282396(NAD 83)
 JU0391_MARKER: DJ = TIDAL STATION DISK
 JU0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0391_STAMPING: NO 2 1937
 JU0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0391+STABILITY: SURFACE MOTION
 JU0391
 JU0391  HISTORY     - Date     Condition        Report By
 JU0391  HISTORY     - 1937     MONUMENTED       CGS
 JU0391  HISTORY     - 1961     GOOD             CGS
 JU0391
 JU0391                          STATION DESCRIPTION
 JU0391
 JU0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0391'7.6 MI SW FROM OCEAN CITY.
 JU0391'6.75 MILES SOUTHWEST ON OCEAN DRIVE FROM THE CITY HALL IN OCEAN
 JU0391'CITY THENCE 0.8 MILE SOUTHWEST TO AN ABANDONED RAILROAD FILL ON
 JU0391'THE NORTHWEST SIDE OF BEN HAND THOROFARE.  280 FEET NORTHWEST OF
 JU0391'AN ABANDONED RAILROAD BRIDGE ABUTMENT ON THE NORTHWEST SIDE OF
 JU0391'BEN HAND THOROFARE AND 7 FEET NORTHEAST OF THE CENTER LINE OF THE
 JU0391'OLD RAILROAD BED.  SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU0391'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0453 ***********************************************************************
 JU0453  DESIGNATION -  TIDAL 2 STA 82
 JU0453  PID         -  JU0453
 JU0453  STATE/COUNTY-  NJ/CAPE MAY
 JU0453  USGS QUAD   -  STONE HARBOR (1972)
 JU0453
 JU0453                         *CURRENT SURVEY CONTROL
 JU0453  ___________________________________________________________________
 JU0453* NAD 83(1986)-  39 01 38.     (N)    074 48 35.     (W)     SCALED    
 JU0453* NAVD 88     -         0.592  (meters)       1.94   (feet)  ADJUSTED  
 JU0453  ___________________________________________________________________
 JU0453  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 JU0453  DYNAMIC HT  -           0.591 (meters)       1.94  (feet)  COMP
 JU0453  MODELED GRAV-     980,057.1   (mgal)                       NAVD 88
 JU0453
 JU0453  VERT ORDER  -  SECOND    CLASS 0
 JU0453
 JU0453.The horizontal coordinates were scaled from a topographic map and have
 JU0453.an estimated accuracy of +/- 6 seconds.
 JU0453
 JU0453.The orthometric height was determined by differential leveling
 JU0453.and adjusted by the National Geodetic Survey in June 1991..
 JU0453
 JU0453.The geoid height was determined by GEOID03.
 JU0453
 JU0453.The dynamic height is computed by dividing the NAVD 88
 JU0453.geopotential number by the normal gravity value computed on the
 JU0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0453.degrees latitude (g = 980.6199 gals.).
 JU0453
 JU0453.The modeled gravity was interpolated from observed gravity values.
 JU0453
 JU0453;                    North         East    Units  Estimated Accuracy
 JU0453;SPC NJ       -    21,570.      123,180.      MT  (+/- 180 meters Scaled)
 JU0453
 JU0453                          SUPERSEDED SURVEY CONTROL
 JU0453
 JU0453  NGVD 29 (04/16/92)    0.995  (m)            3.26   (f) ADJUSTED    2 0
 JU0453
 JU0453.Superseded values are not recommended for survey control.
 JU0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0453.See file dsdata.txt to determine how the superseded data were derived.
 JU0453
 JU0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ164198(NAD 83)
 JU0453_MARKER: DJ = TIDAL STATION DISK
 JU0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0453_STAMPING: NO 2 1937
 JU0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0453+STABILITY: SURFACE MOTION
 JU0453
 JU0453  HISTORY     - Date     Condition        Report By
 JU0453  HISTORY     - 1937     MONUMENTED       CGS
 JU0453  HISTORY     - 1961     GOOD             CGS
 JU0453
 JU0453                          STATION DESCRIPTION
 JU0453
 JU0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0453'1.2 MI NW FROM NORTH WILDWOOD.
 JU0453'1.2 MILE NORTHWEST ON COUNTY ROAD 585 FROM THE JUNCTION WITH SPRUCE
 JU0453'AND MARYLAND AVENUES IN THE NORTH PART OF NORTH WILDWOOD THENCE
 JU0453'0.2 MILE NORTHWEST OF THE JUNCTION OF OCEAN DRIVE AND NORTH
 JU0453'WILDWOOD ROAD (COUNTY ROAD 585).  435 FEET SOUTHEAST OF THE
 JU0453'SOUTHEAST END OF THE BRIDGE OVER GRASSY SOUND CHANNEL, 54.4
 JU0453'FEET NORTHWEST OF POWER LINE POLE 5905, 40 FEET SOUTHEAST OF
 JU0453'POWER LINE POLE 5906, THIS POLE HAS A TRIANGLE OF NAILS IN THE
 JU0453'NORTHEAST SIDE, 28.5 FEET SOUTHWEST OF THE CENTER LINE OF NORTH
 JU0453'WILDWOOD BOULEVARD, 26 FEET EAST OF THE EAST CORNER OF THE CONCRETE
 JU0453'PORCH FLOOR OF FRUIT STAND AND SET IN THE TOP OF A CONCRETE POST
 JU0453'3.5 FEET BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU1009 ***********************************************************************
 JU1009  TIDAL BM    -  This is a Tidal Bench Mark.
 JU1009  DESIGNATION -  TIDAL 2 STA 90
 JU1009  PID         -  JU1009
 JU1009  STATE/COUNTY-  NJ/CUMBERLAND
 JU1009  USGS QUAD   -  FORTESCUE (1992)
 JU1009
 JU1009                         *CURRENT SURVEY CONTROL
 JU1009  ___________________________________________________________________
 JU1009* NAD 83(1996)-  39 14 18.41929(N)    075 10 16.70567(W)     ADJUSTED  
 JU1009* NAVD 88     -         1.480  (meters)       4.86   (feet)  ADJUSTED  
 JU1009  ___________________________________________________________________
 JU1009  X           -   1,265,982.730 (meters)                     COMP
 JU1009  Y           -  -4,781,854.825 (meters)                     COMP
 JU1009  Z           -   4,012,834.220 (meters)                     COMP
 JU1009  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 JU1009  ELLIP HEIGHT-         -32.90  (meters)          (10/23/02) GPS OBS
 JU1009  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 JU1009  DYNAMIC HT  -           1.479 (meters)       4.85  (feet)  COMP
 JU1009  MODELED GRAV-     980,094.0   (mgal)                       NAVD 88
 JU1009
 JU1009  HORZ ORDER  -  FIRST
 JU1009  VERT ORDER  -  SECOND    CLASS 0
 JU1009  ELLP ORDER  -  FOURTH    CLASS I
 JU1009
 JU1009.The horizontal coordinates were established by GPS observations
 JU1009.and adjusted by the National Geodetic Survey in May 1999..
 JU1009
 JU1009.The orthometric height was determined by differential leveling
 JU1009.and adjusted by the National Geodetic Survey in June 1991..
 JU1009
 JU1009.This Tidal Bench Mark is designated as VM 2784
 JU1009.by the Center for Operational Oceanographic Products and Services.
 JU1009
 JU1009.This Tidal Bench Mark is designated as VM 15517
 JU1009.by the Center for Operational Oceanographic Products and Services.
 JU1009
 JU1009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1009
 JU1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1009
 JU1009.The ellipsoidal height was determined by GPS observations
 JU1009.and is referenced to NAD 83.
 JU1009
 JU1009.The geoid height was determined by GEOID03.
 JU1009
 JU1009.The dynamic height is computed by dividing the NAVD 88
 JU1009.geopotential number by the normal gravity value computed on the
 JU1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1009.degrees latitude (g = 980.6199 gals.).
 JU1009
 JU1009.The modeled gravity was interpolated from observed gravity values.
 JU1009
 JU1009;                    North         East     Units Scale Factor Converg.
 JU1009;SPC NJ       -    45,184.734    92,048.297   MT  0.99994134   -0 25 28.7
 JU1009;SPC NJ       -   148,243.58    301,995.12   sFT  0.99994134   -0 25 28.7
 JU1009;UTM  18      - 4,343,252.137   485,216.128   MT  0.99960269   -0 06 30.1
 JU1009
 JU1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1009!SPC NJ       -   1.00000516  x   0.99994134  =   0.99994650
 JU1009!UTM  18      -   1.00000516  x   0.99960269  =   0.99960785
 JU1009
 JU1009                          SUPERSEDED SURVEY CONTROL
 JU1009
 JU1009  ELLIP H (05/14/99)  -32.91   (m)                       GP(       ) 4 1
 JU1009  NAD 83(1992)-  39 14 18.41888(N)    075 10 16.70534(W) AD(       ) 1
 JU1009  ELLIP H (08/04/95)  -32.96   (m)                       GP(       ) 3 1
 JU1009  NAVD 88 (08/04/95)    1.48   (m)            4.9    (f) LEVELING    3  
 JU1009  NGVD 29 (04/16/92)    1.811  (m)            5.94   (f) ADJUSTED    2 0
 JU1009
 JU1009.Superseded values are not recommended for survey control.
 JU1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1009.See file dsdata.txt to determine how the superseded data were derived.
 JU1009
 JU1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ8521643252(NAD 83)
 JU1009_MARKER: DJ = TIDAL STATION DISK
 JU1009_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU1009_SP_SET: CONCRETE FOUNDATION OF SIGN POST
 JU1009_STAMPING: NO 2 1953
 JU1009_MARK LOGO: CGS   
 JU1009_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1009+STABILITY: SURFACE MOTION
 JU1009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1009+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1994
 JU1009
 JU1009  HISTORY     - Date     Condition        Report By
 JU1009  HISTORY     - 1953     MONUMENTED       CGS
 JU1009  HISTORY     - 1961     GOOD             CGS
 JU1009  HISTORY     - 19940831 GOOD             NJGS
 JU1009  HISTORY     - 20050824 GOOD             NJDEP
 JU1009
 JU1009                          STATION DESCRIPTION
 JU1009
 JU1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU1009'AT FORTESCUE.
 JU1009'38.5 FEET NORTHEAST OF THE INTERSECTION OF FORTESCUE ROAD AND
 JU1009'GARRISON AVENUE, 24.5 FEET SOUTHEAST OF THE SOUTH CORNER OF
 JU1009'THE CINDER BLOCK BUILDING WHICH IS THE CHARLES NICHOLS STORE
 JU1009'AND SET IN A DRILL HOLE IN THE NORTHEAST SIDE OF THE CONCRETE
 JU1009'FOOTING OF A GASOLINE SIGN POST.
 JU1009
 JU1009                          STATION RECOVERY (1994)
 JU1009
 JU1009'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 JU1009'THE STATION IS LOCATED IN FORTESCUE ON THE NORTHEAST CORNER OF
 JU1009'REMINGTON DRIVE AT THE TEE JUNCTION WITH GARRISON AVENUE, JUST
 JU1009'SOUTHEAST FROM THE FORTESCUE POST OFFICE.  CONTACT MRS. JUDITH LOPER,
 JU1009'GARRISON AVENUE, FORTESCUE, NEW JERSEY, 08321 PHONE  609 447 3048
 JU1009'BEFORE OCCUPYING THE STATION.  TO REACH THE STATION FROM THE BRIDGE
 JU1009'OVER FORTESCUE CREEK, GO EAST ON DOWNE AVENUE FOR 0.3 MI (0.5 KM) TO A
 JU1009'CURVE BEARING TO THE RIGHT. DOWNE AVENUE BECOMES REMINGTON DRIVE AT
 JU1009'THIS POINT.  BEAR TO THE RIGHT AND GO WEST ON REMINGTON DRIVE FOR 0.15
 JU1009'MI (0.24 KM) TO THE FORTESCUE POST OFFICE AND THE STATION ON THE
 JU1009'RIGHT, SET FLUSH IN A DRILL HOLE AT THE NORTHEAST SIDE OF A CONCRETE
 JU1009'FOOTING FOR A FORMER SIGN POST, JUST SOUTHEAST OF THE FORTESCUE POST
 JU1009'OFFICE.  THE STATION IS 6.2 M (20.3 FT) SOUTHWEST FROM THE SOUTHWEST
 JU1009'CORNER OF THE POST OFFICE BUILDING, 6.7 M (22.0 FT) EAST FROM THE
 JU1009'CENTERLINE OF GARRISON AVENUE, 9.7 M (31.8 FT) NORTH FROM THE
 JU1009'CENTERLINE OF REMINGTON DRIVE, 14.9 M (48.9 FT) WEST SOUTHWEST FROM
 JU1009'THE FLAGPOLE ON THE EAST SIDE OF THE POST OFFICE, 2.3 M (7.5 FT)
 JU1009'NORTHEAST FROM AN INLET ON THE NORTH SIDE OF REMINGTON DRIVE, 0.9 M
 JU1009'(3.0 FT) NORTHEAST FROM A 4 FT (1.2 M) HIGH WOOD PILE PAINTED WHITE
 JU1009'AND 12.0 M (39.4 FT) EAST FROM A NAIL IN POLE NUMBER 221 30 AMP.  THE
 JU1009'STATION IS ABOUT 0.25 M (0.82 FT) BELOW THE GROUND.
 JU1009
 JU1009                          STATION RECOVERY (2005)
 JU1009
 JU1009'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2005 (WM)
 JU1009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0983 ***********************************************************************
 JU0983  DESIGNATION -  TIDAL 2 STA 92
 JU0983  PID         -  JU0983
 JU0983  STATE/COUNTY-  NJ/CUMBERLAND
 JU0983  USGS QUAD   -  CANTON (1993)
 JU0983
 JU0983                         *CURRENT SURVEY CONTROL
 JU0983  ___________________________________________________________________
 JU0983* NAD 83(1986)-  39 22 49.     (N)    075 24 03.     (W)     SCALED    
 JU0983* NAVD 88     -         1.180  (meters)       3.87   (feet)  ADJUSTED  
 JU0983  ___________________________________________________________________
 JU0983  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JU0983  DYNAMIC HT  -           1.179 (meters)       3.87  (feet)  COMP
 JU0983  MODELED GRAV-     980,114.0   (mgal)                       NAVD 88
 JU0983
 JU0983  VERT ORDER  -  SECOND    CLASS 0
 JU0983
 JU0983.The horizontal coordinates were scaled from a topographic map and have
 JU0983.an estimated accuracy of +/- 6 seconds.
 JU0983
 JU0983.The orthometric height was determined by differential leveling
 JU0983.and adjusted by the National Geodetic Survey in June 1991..
 JU0983
 JU0983.The geoid height was determined by GEOID03.
 JU0983
 JU0983.The dynamic height is computed by dividing the NAVD 88
 JU0983.geopotential number by the normal gravity value computed on the
 JU0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0983.degrees latitude (g = 980.6199 gals.).
 JU0983
 JU0983.The modeled gravity was interpolated from observed gravity values.
 JU0983
 JU0983;                    North         East    Units  Estimated Accuracy
 JU0983;SPC NJ       -    61,100.       72,390.      MT  (+/- 180 meters Scaled)
 JU0983
 JU0983                          SUPERSEDED SURVEY CONTROL
 JU0983
 JU0983  NGVD 29 (04/16/92)    1.482  (m)            4.86   (f) ADJUSTED    2 0
 JU0983
 JU0983.Superseded values are not recommended for survey control.
 JU0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0983.See file dsdata.txt to determine how the superseded data were derived.
 JU0983
 JU0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ654590(NAD 83)
 JU0983_MARKER: DJ = TIDAL STATION DISK
 JU0983_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0983_SP_SET: CONCRETE BLOCK
 JU0983_STAMPING: NO 2 1953
 JU0983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0983
 JU0983  HISTORY     - Date     Condition        Report By
 JU0983  HISTORY     - 1953     MONUMENTED       CGS
 JU0983  HISTORY     - 1961     GOOD             CGS
 JU0983  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 JU0983
 JU0983                          STATION DESCRIPTION
 JU0983
 JU0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0983'AT BAYSIDE.
 JU0983'AT THE FISCHER PIER IN BAYSIDE 39.6 FEET SOUTHEAST AND ACROSS
 JU0983'THE ROAD FROM POWER POLE NO. 15562 AND 22 FEET SOUTHEAST OF THE
 JU0983'CENTER OF BAY SIDE ROAD (ABANDONED RAILROAD), SET IN A DRILL
 JU0983'HOLE IN THE NORTH END OF THE EAST ONE OF TWO CONCRETE BLOCKS OVER
 JU0983'AN UNDERGROUND GASOLINE STORAGE TANK AND ANOTHER GASOLINE TANK IS
 JU0983'SETTING ON TOP OF THE CONCRETE BLOCKS AT THE PRESENT TIME.  THE
 JU0983'MARK IS ABOUT 6 INCHES BELOW THE LEVEL OF THE GROUND.  NOTE-- A
 JU0983'ROD CAN NOT BE HELD ON THE MARK AS THE GASOLINE TANK HAS IT HALF
 JU0983'COVERED.
 JU0983
 JU0983                          STATION RECOVERY (1995)
 JU0983
 JU0983'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0983'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0284 ***********************************************************************
 KV0284  DESIGNATION -  TIDAL 2 USE
 KV0284  PID         -  KV0284
 KV0284  STATE/COUNTY-  NJ/HUDSON
 KV0284  USGS QUAD   -  JERSEY CITY (1981)
 KV0284
 KV0284                         *CURRENT SURVEY CONTROL
 KV0284  ___________________________________________________________________
 KV0284* NAD 83(1986)-  40 44 40.     (N)    074 04 53.     (W)     SCALED    
 KV0284* NAVD 88     -         2.789  (meters)       9.15   (feet)  ADJUSTED  
 KV0284  ___________________________________________________________________
 KV0284  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KV0284  DYNAMIC HT  -           2.788 (meters)       9.15  (feet)  COMP
 KV0284  MODELED GRAV-     980,238.6   (mgal)                       NAVD 88
 KV0284
 KV0284  VERT ORDER  -  FIRST     CLASS I
 KV0284
 KV0284.The horizontal coordinates were scaled from a topographic map and have
 KV0284.an estimated accuracy of +/- 6 seconds.
 KV0284
 KV0284.The orthometric height was determined by differential leveling
 KV0284.and adjusted by the National Geodetic Survey in June 1991..
 KV0284.WARNING-Repeat measurements at this control monument indicate possible
 KV0284.vertical movement.
 KV0284
 KV0284.The geoid height was determined by GEOID03.
 KV0284
 KV0284.The dynamic height is computed by dividing the NAVD 88
 KV0284.geopotential number by the normal gravity value computed on the
 KV0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0284.degrees latitude (g = 980.6199 gals.).
 KV0284
 KV0284.The modeled gravity was interpolated from observed gravity values.
 KV0284
 KV0284;                    North         East    Units  Estimated Accuracy
 KV0284;SPC NJ       -   212,260.      185,350.      MT  (+/- 180 meters Scaled)
 KV0284
 KV0284                          SUPERSEDED SURVEY CONTROL
 KV0284
 KV0284  NGVD 29 (04/16/92)    3.133  (m)           10.28   (f) ADJUSTED    1 1
 KV0284
 KV0284.Superseded values are not recommended for survey control.
 KV0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0284.See file dsdata.txt to determine how the superseded data were derived.
 KV0284
 KV0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL775107(NAD 83)
 KV0284_MARKER: Q = CHISELED SQUARE
 KV0284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0284_SP_SET: ABUTMENT
 KV0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0284
 KV0284  HISTORY     - Date     Condition        Report By
 KV0284  HISTORY     - 1934     MONUMENTED       DOD
 KV0284  HISTORY     - 1952     GOOD             CGS
 KV0284  HISTORY     - 1965     GOOD             CGS
 KV0284
 KV0284                          STATION DESCRIPTION
 KV0284
 KV0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0284'AT KEARNY.
 KV0284'AT KEARNY, ON THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD,
 KV0284'ON THE NORTHWEST BANK OF HACKENSACK RIVER, NORTHEAST OF PRESENT
 KV0284'RAILROAD BRIDGE OVER RIVER, AND IS ON THE TOP OF THE SOUTH CORNER
 KV0284'OF LOWER PART OF MAIN ABUTMENT OF AN OLD ABANDONED RAILROAD
 KV0284'BRIDGE, AND ABOUT 10 FEET BELOW LEVEL OF OLD RAILROAD BED.
 KV0284'NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE
 KV0284'ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE
 KV0284'LACKAWANNA RAILROAD.
 KV0284
 KV0284                          STATION RECOVERY (1965)
 KV0284
 KV0284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0064 ***********************************************************************
 JU0064  DESIGNATION -  TIDAL 3 F STA 41
 JU0064  PID         -  JU0064
 JU0064  STATE/COUNTY-  NJ/OCEAN
 JU0064  USGS QUAD   -  FORKED RIVER (1989)
 JU0064
 JU0064                         *CURRENT SURVEY CONTROL
 JU0064  ___________________________________________________________________
 JU0064* NAD 83(1986)-  39 47 35.     (N)    074 10 58.     (W)     SCALED    
 JU0064* NAVD 88     -         1.493  (meters)       4.90   (feet)  ADJUSTED  
 JU0064  ___________________________________________________________________
 JU0064  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JU0064  DYNAMIC HT  -           1.492 (meters)       4.89  (feet)  COMP
 JU0064  MODELED GRAV-     980,169.2   (mgal)                       NAVD 88
 JU0064
 JU0064  VERT ORDER  -  FIRST     CLASS II
 JU0064
 JU0064.The horizontal coordinates were scaled from a topographic map and have
 JU0064.an estimated accuracy of +/- 6 seconds.
 JU0064
 JU0064.The orthometric height was determined by differential leveling
 JU0064.and adjusted by the National Geodetic Survey in March 2001..
 JU0064.No vertical observational check was made to the station.
 JU0064
 JU0064.The geoid height was determined by GEOID03.
 JU0064
 JU0064.The dynamic height is computed by dividing the NAVD 88
 JU0064.geopotential number by the normal gravity value computed on the
 JU0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0064.degrees latitude (g = 980.6199 gals.).
 JU0064
 JU0064.The modeled gravity was interpolated from observed gravity values.
 JU0064
 JU0064;                    North         East    Units  Estimated Accuracy
 JU0064;SPC NJ       -   106,590.      177,170.      MT  (+/- 180 meters Scaled)
 JU0064
 JU0064                          SUPERSEDED SURVEY CONTROL
 JU0064
 JU0064  NAVD 88 (06/15/91)    1.503  (m)            4.93   (f) UNKNOWN     1 1
 JU0064  NGVD 29 (04/16/92)    1.879  (m)            6.16   (f) ADJUSTED    1 1
 JU0064
 JU0064.Superseded values are not recommended for survey control.
 JU0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0064.See file dsdata.txt to determine how the superseded data were derived.
 JU0064
 JU0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK699051(NAD 83)
 JU0064_MARKER: DJ = TIDAL STATION DISK
 JU0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0064_STAMPING: 3 F 1936
 JU0064_MARK LOGO: CGS   
 JU0064_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0064+STABILITY: SURFACE MOTION
 JU0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0064+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1998
 JU0064
 JU0064  HISTORY     - Date     Condition        Report By
 JU0064  HISTORY     - 1936     MONUMENTED       CGS
 JU0064  HISTORY     - 1964     GOOD             CGS
 JU0064  HISTORY     - 1987     GOOD             USPSQD
 JU0064  HISTORY     - 19980402 GOOD             NJGS
 JU0064
 JU0064                          STATION DESCRIPTION
 JU0064
 JU0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0064'AT WARETOWN.
 JU0064'AT WARETOWN, ABOUT 0.7 MILE EAST AND NORTHEAST ALONG BAY STREET
 JU0064'FROM THE JUNCTION OF U.S. HIGHWAY 9 AND OCEAN COUNTY ROAD 532,
 JU0064'THENCE 0.1 MILE NORTH ALONG NORTH HARBOR ROAD, IN THE LAWN OF
 JU0064'STAN COTTRELLS, 40.0 FEET NORTH OF THE EXTENDED CENTER LINE OF
 JU0064'PENN AVENUE, 34 FEET EAST OF THE CENTER LINE OF NORTH HARBOR
 JU0064'ROAD, 13 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 JU0064'1.9 FEET WEST OF THE WEST EDGE OF THE NORTH-SOUTH SIDEWALK, 1.8
 JU0064'FEET SOUTH OF THE SOUTH EDGE OF THE EAST-WEST SIDEWALK, ABOUT
 JU0064'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST THAT
 JU0064'IS ABOUT 6 INCHES UNDERGROUND.  TIDAL STATION 41, WARETOWN,
 JU0064'BARNEGAT BAY, NEW JERSEY.
 JU0064
 JU0064                          STATION RECOVERY (1987)
 JU0064
 JU0064'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0064'RECOVERED IN GOOD CONDITION.
 JU0064
 JU0064                          STATION RECOVERY (1998)
 JU0064
 JU0064'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 JU0064'THE STATION IS LOCATED IN OCEAN TOWNSHIP ON PRIVATE PROPERTY IN THE
 JU0064'COMMUNITY OF WARETOWN.  TO REACH THE STATION FROM THE INTERSECTION OF
 JU0064'U.S.  HIGHWAY 9 AND WELLS MILLS ROAD, COUNTY ROAD 532 TO THE WEST AND
 JU0064'BRYANT ROAD TO THE EAST, GO EAST ON BRYANT ROAD FOR 0.6 MI (1.0 KM) TO
 JU0064'THE INTERSECTION WITH VESSEL ROAD ON THE LEFT.  TURN LEFT AND GO NORTH
 JU0064'ON VESSEL ROAD FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT, SET
 JU0064'ABOUT 1 FT (0.3 M) BELOW THE GROUND IN THE FRONT LAWN OF HOUSE NUMBER
 JU0064'14, A ONE AND ONE HALF STORY RED BRICK FACED CAPE COD STYLE DWELLING.
 JU0064'THE STATION IS 10.4 M (34.1 FT) EAST FROM THE CENTERLINE OF VESSEL
 JU0064'ROAD, 13.1 M (43.0 FT) NORTH FROM THE EXTENDED CENTERLINE OF
 JU0064'PENNSYLVANIA AVENUE, 3.9 M (12.8 FT) NORTHWEST FROM THE NORTHWEST
 JU0064'CORNER OF THE HOUSE AND 5.6 M (18.4 FT) SOUTHEAST FROM POLE NUMBER JC
 JU0064'200.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1632 ***********************************************************************
 KU1632  TIDAL BM    -  This is a Tidal Bench Mark.
 KU1632  DESIGNATION -  TIDAL 3 STA 1
 KU1632  PID         -  KU1632
 KU1632  STATE/COUNTY-  NJ/BERGEN
 KU1632  USGS QUAD   -  YONKERS (1979)
 KU1632
 KU1632                         *CURRENT SURVEY CONTROL
 KU1632  ___________________________________________________________________
 KU1632* NAD 83(1986)-  40 56 47.     (N)    073 55 08.     (W)     SCALED    
 KU1632* NAVD 88     -         6.953  (meters)      22.81   (feet)  ADJUSTED  
 KU1632  ___________________________________________________________________
 KU1632  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KU1632  DYNAMIC HT  -           6.950 (meters)      22.80  (feet)  COMP
 KU1632  MODELED GRAV-     980,260.0   (mgal)                       NAVD 88
 KU1632
 KU1632  VERT ORDER  -  SECOND    CLASS 0
 KU1632
 KU1632.The horizontal coordinates were scaled from a topographic map and have
 KU1632.an estimated accuracy of +/- 6 seconds.
 KU1632
 KU1632.The orthometric height was determined by differential leveling
 KU1632.and adjusted by the National Geodetic Survey in June 1991..
 KU1632
 KU1632.This Tidal Bench Mark is designated as VM 2422
 KU1632.by the Center for Operational Oceanographic Products and Services.
 KU1632
 KU1632.The geoid height was determined by GEOID03.
 KU1632
 KU1632.The dynamic height is computed by dividing the NAVD 88
 KU1632.geopotential number by the normal gravity value computed on the
 KU1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1632.degrees latitude (g = 980.6199 gals.).
 KU1632
 KU1632.The modeled gravity was interpolated from observed gravity values.
 KU1632
 KU1632;                    North         East    Units  Estimated Accuracy
 KU1632;SPC NJ       -   234,760.      198,930.      MT  (+/- 180 meters Scaled)
 KU1632
 KU1632                          SUPERSEDED SURVEY CONTROL
 KU1632
 KU1632  NGVD 29 (??/??/92)    7.26   (m)           23.8    (f) COMPUTED    2 0
 KU1632
 KU1632.Superseded values are not recommended for survey control.
 KU1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1632.See file dsdata.txt to determine how the superseded data were derived.
 KU1632
 KU1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL909333(NAD 83)
 KU1632_MARKER: DJ = TIDAL STATION DISK
 KU1632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU1632_SP_SET: RETAINING WALL
 KU1632_STAMPING: NO 3 1932
 KU1632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU1632
 KU1632  HISTORY     - Date     Condition        Report By
 KU1632  HISTORY     - 1932     MONUMENTED       CGS
 KU1632  HISTORY     - 1956     GOOD             NGS
 KU1632  HISTORY     - 20060514 MARK NOT FOUND   GEOCAC
 KU1632
 KU1632                          STATION DESCRIPTION
 KU1632
 KU1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KU1632'AT ALPINE.
 KU1632'0.1 MILE NORTH OF THE ALPINE-YONKERS FERRY LANDING, 106 FEET
 KU1632'NORTH OF BENCH MARK NO. 2, ABOUT 100 FEET NORTHWEST OF A SMALL
 KU1632'PAVILION, 10 FEET EAST OF THE CENTER LINE OF A TRAIL, SET ON
 KU1632'TOP AND AT THE SOUTH END OF A ROCK AND CONCRETE RETAINING WALL.
 KU1632
 KU1632                          STATION RECOVERY (2006)
 KU1632
 KU1632'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KU1632'DESCRIPTIVE TEXT NOT HELPFUL IN FINDING THIS ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0217 ***********************************************************************
 KV0217  DESIGNATION -  TIDAL 3 STA 10
 KV0217  PID         -  KV0217
 KV0217  STATE/COUNTY-  NJ/MIDDLESEX
 KV0217  USGS QUAD   -  ARTHUR KILL (1981)
 KV0217
 KV0217                         *CURRENT SURVEY CONTROL
 KV0217  ___________________________________________________________________
 KV0217* NAD 83(1986)-  40 35 10.     (N)    074 12 37.     (W)     SCALED    
 KV0217* NAVD 88     -         2.275  (meters)       7.46   (feet)  ADJUSTED  
 KV0217  ___________________________________________________________________
 KV0217  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV0217  DYNAMIC HT  -           2.274 (meters)       7.46  (feet)  COMP
 KV0217  MODELED GRAV-     980,222.3   (mgal)                       NAVD 88
 KV0217
 KV0217  VERT ORDER  -  FIRST     CLASS II
 KV0217
 KV0217.The horizontal coordinates were scaled from a topographic map and have
 KV0217.an estimated accuracy of +/- 6 seconds.
 KV0217
 KV0217.The orthometric height was determined by differential leveling
 KV0217.and adjusted by the National Geodetic Survey in June 1991..
 KV0217
 KV0217.The geoid height was determined by GEOID03.
 KV0217
 KV0217.The dynamic height is computed by dividing the NAVD 88
 KV0217.geopotential number by the normal gravity value computed on the
 KV0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0217.degrees latitude (g = 980.6199 gals.).
 KV0217
 KV0217.The modeled gravity was interpolated from observed gravity values.
 KV0217
 KV0217;                    North         East    Units  Estimated Accuracy
 KV0217;SPC NJ       -   194,630.      174,530.      MT  (+/- 180 meters Scaled)
 KV0217
 KV0217                          SUPERSEDED SURVEY CONTROL
 KV0217
 KV0217  NGVD 29 (04/16/92)    2.597  (m)            8.52   (f) ADJUSTED    1 2
 KV0217
 KV0217.Superseded values are not recommended for survey control.
 KV0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0217.See file dsdata.txt to determine how the superseded data were derived.
 KV0217
 KV0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK668931(NAD 83)
 KV0217_MARKER: DJ = TIDAL STATION DISK
 KV0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0217_SP_SET: CONC PLATFORM
 KV0217_STAMPING: NO 3 1932
 KV0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0217
 KV0217  HISTORY     - Date     Condition        Report By
 KV0217  HISTORY     - 1932     MONUMENTED       CGS
 KV0217  HISTORY     - 1952     GOOD             CGS
 KV0217
 KV0217                          STATION DESCRIPTION
 KV0217
 KV0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0217'AT CARTERET.
 KV0217'AT CARTERET, ABOUT 0.3 MILE NORTH ALONG LAFAYETTE STREET FROM
 KV0217'THE JUNCTION OF ROOSEVELT AVENUE, AT THE AMERICAN MINERAL SPIRITS
 KV0217'COMPANY PLANT, ALONG THE SECOND DRIVE THAT LEADS NORTH GOING
 KV0217'EAST FROM LAFAYETTE STREET ENTRANCE TO PLANT, AT THE SOUTHWEST
 KV0217'CORNER OF PUMP HOUSE, SET IN THE TOP OF THE NORTHWEST CORNER
 KV0217'OF A CONCRETE PLATFORM AT ENTRANCE DOOR TO SWITCH ROOM, 8
 KV0217'FEET EAST OF CENTER LINE OF DRIVE, 10 FEET NORTH-NORTHWEST
 KV0217'OF SOUTHWEST CORNER OF SWITCH ROOM AND ABOUT 1 1/2 FEET ABOVE
 KV0217'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0929 ***********************************************************************
 KV0929  DESIGNATION -  TIDAL 3 STA 15
 KV0929  PID         -  KV0929
 KV0929  STATE/COUNTY-  NJ/MIDDLESEX
 KV0929  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0929
 KV0929                         *CURRENT SURVEY CONTROL
 KV0929  ___________________________________________________________________
 KV0929* NAD 83(1986)-  40 27 17.     (N)    074 22 19.     (W)     SCALED    
 KV0929* NAVD 88     -         3.506  (meters)      11.50   (feet)  ADJUSTED  
 KV0929  ___________________________________________________________________
 KV0929  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KV0929  DYNAMIC HT  -           3.505 (meters)      11.50  (feet)  COMP
 KV0929  MODELED GRAV-     980,200.1   (mgal)                       NAVD 88
 KV0929
 KV0929  VERT ORDER  -  SECOND    CLASS 0
 KV0929
 KV0929.The horizontal coordinates were scaled from a topographic map and have
 KV0929.an estimated accuracy of +/- 6 seconds.
 KV0929
 KV0929.The orthometric height was determined by differential leveling
 KV0929.and adjusted by the National Geodetic Survey in June 1991..
 KV0929
 KV0929.The geoid height was determined by GEOID03.
 KV0929
 KV0929.The dynamic height is computed by dividing the NAVD 88
 KV0929.geopotential number by the normal gravity value computed on the
 KV0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0929.degrees latitude (g = 980.6199 gals.).
 KV0929
 KV0929.The modeled gravity was interpolated from observed gravity values.
 KV0929
 KV0929;                    North         East    Units  Estimated Accuracy
 KV0929;SPC NJ       -   180,010.      160,860.      MT  (+/- 180 meters Scaled)
 KV0929
 KV0929                          SUPERSEDED SURVEY CONTROL
 KV0929
 KV0929  NGVD 29 (04/16/92)    3.804  (m)           12.48   (f) ADJUSTED    2 0
 KV0929
 KV0929.Superseded values are not recommended for survey control.
 KV0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0929.See file dsdata.txt to determine how the superseded data were derived.
 KV0929
 KV0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK532784(NAD 83)
 KV0929_MARKER: DJ = TIDAL STATION DISK
 KV0929_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0929_SP_SET: SIDEWALK COPING
 KV0929_STAMPING: NO 3 1934
 KV0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0929
 KV0929  HISTORY     - Date     Condition        Report By
 KV0929  HISTORY     - 1934     MONUMENTED       CGS
 KV0929  HISTORY     - 1961     GOOD             CGS
 KV0929
 KV0929                          STATION DESCRIPTION
 KV0929
 KV0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0929'1 MI W FROM SAYERVILLE.
 KV0929'0.4 MILE SOUTH ON MAIN STREET FROM THE POST OFFICE AT SAYERVILLE,
 KV0929'THENCE 0.55 MILE WEST ON WASHINGTON ROAD, AT THE WEST END OF THE
 KV0929'SOUTH RIVER DRAW BRIDGE, 22 FEET WEST OF THE CENTERLINE OF THE
 KV0929'ROAD, 14 FEET WEST OF SOUTH GATE SPINDLE ON WEST SIDE OF BRIDGE
 KV0929'AND 40 FEET FROM THE NORTH SPINDLE ON WEST END OF BRIDGE.  SET IN
 KV0929'A DRILL HOLE IN STONE COPING OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0844 ***********************************************************************
 KU0844  DESIGNATION -  TIDAL 3 STA 20
 KU0844  PID         -  KU0844
 KU0844  STATE/COUNTY-  NJ/MONMOUTH
 KU0844  USGS QUAD   -  SANDY HOOK (1981)
 KU0844
 KU0844                         *CURRENT SURVEY CONTROL
 KU0844  ___________________________________________________________________
 KU0844* NAD 83(1986)-  40 23 44.     (N)    073 58 52.     (W)     SCALED    
 KU0844* NAVD 88     -         2.852  (meters)       9.36   (feet)  ADJUSTED  
 KU0844  ___________________________________________________________________
 KU0844  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KU0844  DYNAMIC HT  -           2.850 (meters)       9.35  (feet)  COMP
 KU0844  MODELED GRAV-     980,186.4   (mgal)                       NAVD 88
 KU0844
 KU0844  VERT ORDER  -  FIRST     CLASS II
 KU0844
 KU0844.The horizontal coordinates were scaled from a topographic map and have
 KU0844.an estimated accuracy of +/- 6 seconds.
 KU0844
 KU0844.The orthometric height was determined by differential leveling
 KU0844.and adjusted by the National Geodetic Survey in June 1991..
 KU0844
 KU0844.The geoid height was determined by GEOID03.
 KU0844
 KU0844.The dynamic height is computed by dividing the NAVD 88
 KU0844.geopotential number by the normal gravity value computed on the
 KU0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0844.degrees latitude (g = 980.6199 gals.).
 KU0844
 KU0844.The modeled gravity was interpolated from observed gravity values.
 KU0844
 KU0844;                    North         East    Units  Estimated Accuracy
 KU0844;SPC NJ       -   173,560.      194,050.      MT  (+/- 180 meters Scaled)
 KU0844
 KU0844                          SUPERSEDED SURVEY CONTROL
 KU0844
 KU0844  NGVD 29 (04/16/92)    3.178  (m)           10.43   (f) ADJUSTED    1 2
 KU0844
 KU0844.Superseded values are not recommended for survey control.
 KU0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0844.See file dsdata.txt to determine how the superseded data were derived.
 KU0844
 KU0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK864721(NAD 83)
 KU0844_MARKER: DJ = TIDAL STATION DISK
 KU0844_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU0844_SP_SET: PIER
 KU0844_STAMPING: NO 3 1926
 KU0844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU0844
 KU0844  HISTORY     - Date     Condition        Report By
 KU0844  HISTORY     - 1926     MONUMENTED       CGS
 KU0844  HISTORY     - 1952     GOOD             NGS
 KU0844  HISTORY     - 1964     MARK NOT FOUND   NGS
 KU0844  HISTORY     - 19920722 MARK NOT FOUND   USPSQD
 KU0844
 KU0844                          STATION DESCRIPTION
 KU0844
 KU0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0844'AT HIGHLANDS.
 KU0844'AT HIGHLANDS, ALONG THE CENTRAL RAILROAD OF NEW JERSEY ABANDONED
 KU0844'BRIDGE OVER SHREWSBURY RIVER, NORTH OF THE 4TH PIER EAST OF WEST
 KU0844'END OF STATE HIGHWAY 36 BRIDGE OVER RIVER, SET IN THE TOP OF
 KU0844'THE NORTH END OF A ROCK PIER ON ABANDONED RAILWAY BRIDGE, 85
 KU0844'YARDS EAST OF WEST BANK OF RIVER AND ABOUT 5 FEET LOWER THAN
 KU0844'WOODEN PLATFORM LEVEL.  NOTE-- BRIDGE IS MAINTAINED AS A FISHING
 KU0844'PIER AND BOAT DOCK UP TO THIS PIER, REMAINDER OF BRIDGE IS TORN
 KU0844'DOWN.
 KU0844
 KU0844                          STATION RECOVERY (1964)
 KU0844
 KU0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU0844'MARK NOT FOUND.
 KU0844
 KU0844                          STATION RECOVERY (1992)
 KU0844
 KU0844'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0779 ***********************************************************************
 KU0779  DESIGNATION -  TIDAL 3 STA 21
 KU0779  PID         -  KU0779
 KU0779  STATE/COUNTY-  NJ/MONMOUTH
 KU0779  USGS QUAD   -  SANDY HOOK (1981)
 KU0779
 KU0779                         *CURRENT SURVEY CONTROL
 KU0779  ___________________________________________________________________
 KU0779* NAD 83(1986)-  40 23 24.     (N)    073 58 31.     (W)     SCALED    
 KU0779* NAVD 88     -         1.017  (meters)       3.34   (feet)  ADJUSTED  
 KU0779  ___________________________________________________________________
 KU0779  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KU0779  DYNAMIC HT  -           1.017 (meters)       3.34  (feet)  COMP
 KU0779  MODELED GRAV-     980,184.2   (mgal)                       NAVD 88
 KU0779
 KU0779  VERT ORDER  -  FIRST     CLASS II
 KU0779
 KU0779.The horizontal coordinates were scaled from a topographic map and have
 KU0779.an estimated accuracy of +/- 6 seconds.
 KU0779
 KU0779.The orthometric height was determined by differential leveling
 KU0779.and adjusted by the National Geodetic Survey in June 1991..
 KU0779
 KU0779.The geoid height was determined by GEOID03.
 KU0779
 KU0779.The dynamic height is computed by dividing the NAVD 88
 KU0779.geopotential number by the normal gravity value computed on the
 KU0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0779.degrees latitude (g = 980.6199 gals.).
 KU0779
 KU0779.The modeled gravity was interpolated from observed gravity values.
 KU0779
 KU0779;                    North         East    Units  Estimated Accuracy
 KU0779;SPC NJ       -   172,950.      194,550.      MT  (+/- 180 meters Scaled)
 KU0779
 KU0779                          SUPERSEDED SURVEY CONTROL
 KU0779
 KU0779  NGVD 29 (04/16/92)    1.329  (m)            4.36   (f) ADJUSTED    1 2
 KU0779
 KU0779.Superseded values are not recommended for survey control.
 KU0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0779.See file dsdata.txt to determine how the superseded data were derived.
 KU0779
 KU0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK869715(NAD 83)
 KU0779_MARKER: DJ = TIDAL STATION DISK
 KU0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0779_STAMPING: NO 3 1934
 KU0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0779+STABILITY: SURFACE MOTION
 KU0779
 KU0779  HISTORY     - Date     Condition        Report By
 KU0779  HISTORY     - 1934     MONUMENTED       CGS
 KU0779  HISTORY     - 1952     GOOD             NGS
 KU0779  HISTORY     - 19920722 MARK NOT FOUND   USPSQD
 KU0779
 KU0779                          STATION DESCRIPTION
 KU0779
 KU0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0779'AT HIGHLANDS.
 KU0779'AT HIGHLANDS, ABOUT 0.55 MILE SOUTH ALONG OCEAN AVENUE FROM BRIDGE
 KU0779'OVER SHREWSBURY RIVER, DIRECTLY IN BACK (WEST) OF HOUSE NO. 300
 KU0779'OCEAN AVENUE, AT THE EAST EDGE OF SHREWSBURY RIVER, AT A SMALL
 KU0779'HOUSE WITH A RED BRICK CHIMNEY, 17 FEET NORTHWEST OF NORTHWEST
 KU0779'CORNER OF CHIMNEY TO HOUSE, 13 1/2 FEET NORTHEAST OF NORTHWEST
 KU0779'CORNER OF HOUSE, 7 FEET EAST OF WATERS EDGE AND SET IN THE TOP
 KU0779'OF A CONCRETE POST PROJECTING 1 INCH.
 KU0779
 KU0779                          STATION RECOVERY (1992)
 KU0779
 KU0779'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9439 ***********************************************************************
 AA9439  DESIGNATION -  TIDAL 3 STA 21 RESET
 AA9439  PID         -  AA9439
 AA9439  STATE/COUNTY-  NJ/MONMOUTH
 AA9439  USGS QUAD   -  SANDY HOOK (1981)
 AA9439
 AA9439                         *CURRENT SURVEY CONTROL
 AA9439  ___________________________________________________________________
 AA9439* NAD 83(1986)-  40 23 24.     (N)    073 58 31.     (W)     SCALED    
 AA9439* NAVD 88     -         1.19   (meters)       3.9    (feet)  RESET     
 AA9439  ___________________________________________________________________
 AA9439  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 AA9439
 AA9439  VERT ORDER  -  THIRD
 AA9439
 AA9439.The horizontal coordinates were scaled from a topographic map and have
 AA9439.an estimated accuracy of +/- 6 seconds.
 AA9439
 AA9439.The orthometric height was computed from unverified reset data.
 AA9439
 AA9439.The geoid height was determined by GEOID03.
 AA9439
 AA9439;                    North         East    Units  Estimated Accuracy
 AA9439;SPC NJ       -   172,950.      194,550.      MT  (+/- 180 meters Scaled)
 AA9439
 AA9439                          SUPERSEDED SURVEY CONTROL
 AA9439
 AA9439.No superseded survey control is available for this station.
 AA9439
 AA9439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK869715(NAD 83)
 AA9439_MARKER: DB = BENCH MARK DISK
 AA9439_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA9439_SP_SET: SLAB
 AA9439_STAMPING: NO 3 RESET 1960
 AA9439_MARK LOGO: CGS   
 AA9439_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA9439
 AA9439  HISTORY     - Date     Condition        Report By
 AA9439  HISTORY     - 1960     MONUMENTED       LOCENG
 AA9439  HISTORY     - 19970811 MARK NOT FOUND   USPSQD
 AA9439
 AA9439                          STATION DESCRIPTION
 AA9439
 AA9439'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960 (JFD)
 AA9439'IN HIGHLANDS, ABOUT 0.55 MILE (0.89 KM) SOUTH ALONG OCEAN AVENUE FROM
 AA9439'THE BRIDGE OVER THE SHREWSBURY RIVER, ON THE NORTH SIDE OF HOUSE NO
 AA9439'310 (OWNED BY MR PURDY) , NEAR THE SOUTH PROPERTY LINE OF HOUSE NO
 AA9439'300, AT THE EAST EDGE OF THE SHREWSBURY RIVER, 41 FEET (12.5 M) EAST
 AA9439'OF THE WATERS EDGE, 26 FEET (7.9 M) WEST OF THE EAST BRICK CHIMNEY AND
 AA9439'21 FEET (6.4 M) EAST OF THE WEST EDGE OF THE WEST BRICK CHIMNEY AND
 AA9439'SET IN THE TOP OF A 2 FOOT (0.6 M) WIDE CONCRETE SLAB THAT EXTENDS THE
 AA9439'LENGTH OF THE HOUSE.
 AA9439
 AA9439                          STATION RECOVERY (1997)
 AA9439
 AA9439'RECOVERY NOTE BY US POWER SQUADRON 1997
 AA9439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0873 ***********************************************************************
 KV0873  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0873  DESIGNATION -  TIDAL 3 STA 22
 KV0873  PID         -  KV0873
 KV0873  STATE/COUNTY-  NJ/MONMOUTH
 KV0873  USGS QUAD   -  SANDY HOOK (1981)
 KV0873
 KV0873                         *CURRENT SURVEY CONTROL
 KV0873  ___________________________________________________________________
 KV0873* NAD 83(1986)-  40 22 32.     (N)    074 00 47.     (W)     SCALED    
 KV0873* NAVD 88     -         3.713  (meters)      12.18   (feet)  ADJUSTED  
 KV0873  ___________________________________________________________________
 KV0873  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KV0873  DYNAMIC HT  -           3.711 (meters)      12.18  (feet)  COMP
 KV0873  MODELED GRAV-     980,190.7   (mgal)                       NAVD 88
 KV0873
 KV0873  VERT ORDER  -  SECOND    CLASS 0
 KV0873
 KV0873.The horizontal coordinates were scaled from a topographic map and have
 KV0873.an estimated accuracy of +/- 6 seconds.
 KV0873
 KV0873.The orthometric height was determined by differential leveling
 KV0873.and adjusted by the National Geodetic Survey in June 1991..
 KV0873
 KV0873.This Tidal Bench Mark is designated as VM 2561
 KV0873.by the Center for Operational Oceanographic Products and Services.
 KV0873
 KV0873.The geoid height was determined by GEOID03.
 KV0873
 KV0873.The dynamic height is computed by dividing the NAVD 88
 KV0873.geopotential number by the normal gravity value computed on the
 KV0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0873.degrees latitude (g = 980.6199 gals.).
 KV0873
 KV0873.The modeled gravity was interpolated from observed gravity values.
 KV0873
 KV0873;                    North         East    Units  Estimated Accuracy
 KV0873;SPC NJ       -   171,330.      191,350.      MT  (+/- 180 meters Scaled)
 KV0873
 KV0873                          SUPERSEDED SURVEY CONTROL
 KV0873
 KV0873  NGVD 29 (04/16/92)    4.032  (m)           13.23   (f) ADJUSTED    2 0
 KV0873
 KV0873.Superseded values are not recommended for survey control.
 KV0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0873.See file dsdata.txt to determine how the superseded data were derived.
 KV0873
 KV0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK837699(NAD 83)
 KV0873_MARKER: DJ = TIDAL STATION DISK
 KV0873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0873_SP_SET: CONCRETE PIPE
 KV0873_STAMPING: NO 3 1934
 KV0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0873
 KV0873  HISTORY     - Date     Condition        Report By
 KV0873  HISTORY     - 1934     MONUMENTED       CGS
 KV0873  HISTORY     - 1961     GOOD             CGS
 KV0873  HISTORY     - 19920728 MARK NOT FOUND   USPSQD
 KV0873
 KV0873                          STATION DESCRIPTION
 KV0873
 KV0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0873'AT OCEANIC.
 KV0873'THE BENCH MARK IS SET IN AN 8-INCH CONCRETE PIPE AND IS 2
 KV0873'INCHES BELOW LEVEL OF GROUND, IN VICTORY PARK.  IT IS 20 FEET
 KV0873'EAST OF THE BANDSTAND AND 56 FEET WEST OF CENTER LINE OF WALK.
 KV0873
 KV0873                          STATION RECOVERY (1992)
 KV0873
 KV0873'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0878 ***********************************************************************
 KV0878  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0878  DESIGNATION -  TIDAL 3 STA 23
 KV0878  PID         -  KV0878
 KV0878  STATE/COUNTY-  NJ/MONMOUTH
 KV0878  USGS QUAD   -  LONG BRANCH (1981)
 KV0878
 KV0878                         *CURRENT SURVEY CONTROL
 KV0878  ___________________________________________________________________
 KV0878* NAD 83(1986)-  40 21 11.     (N)    074 03 54.     (W)     SCALED    
 KV0878* NAVD 88     -         9.439  (meters)      30.97   (feet)  ADJUSTED  
 KV0878  ___________________________________________________________________
 KV0878  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV0878  DYNAMIC HT  -           9.435 (meters)      30.95  (feet)  COMP
 KV0878  MODELED GRAV-     980,200.7   (mgal)                       NAVD 88
 KV0878
 KV0878  VERT ORDER  -  SECOND    CLASS 0
 KV0878
 KV0878.The horizontal coordinates were scaled from a topographic map and have
 KV0878.an estimated accuracy of +/- 6 seconds.
 KV0878
 KV0878.The orthometric height was determined by differential leveling
 KV0878.and adjusted by the National Geodetic Survey in June 1991..
 KV0878
 KV0878.This Tidal Bench Mark is designated as VM 2575
 KV0878.by the Center for Operational Oceanographic Products and Services.
 KV0878
 KV0878.The geoid height was determined by GEOID03.
 KV0878
 KV0878.The dynamic height is computed by dividing the NAVD 88
 KV0878.geopotential number by the normal gravity value computed on the
 KV0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0878.degrees latitude (g = 980.6199 gals.).
 KV0878
 KV0878.The modeled gravity was interpolated from observed gravity values.
 KV0878
 KV0878;                    North         East    Units  Estimated Accuracy
 KV0878;SPC NJ       -   168,800.      186,950.      MT  (+/- 180 meters Scaled)
 KV0878
 KV0878                          SUPERSEDED SURVEY CONTROL
 KV0878
 KV0878  NGVD 29 (04/16/92)    9.760  (m)           32.02   (f) ADJUSTED    2 0
 KV0878
 KV0878.Superseded values are not recommended for survey control.
 KV0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0878.See file dsdata.txt to determine how the superseded data were derived.
 KV0878
 KV0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK793673(NAD 83)
 KV0878_MARKER: DJ = TIDAL STATION DISK
 KV0878_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0878_SP_SET: CONCRETE FILLED TILE
 KV0878_STAMPING: NO 3 1934
 KV0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0878+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2006
 KV0878
 KV0878  HISTORY     - Date     Condition        Report By
 KV0878  HISTORY     - 1934     MONUMENTED       CGS
 KV0878  HISTORY     - 1961     GOOD             CGS
 KV0878  HISTORY     - 1984     GOOD             LOCSUR
 KV0878  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0878  HISTORY     - 19920615 MARK NOT FOUND   USPSQD
 KV0878  HISTORY     - 20040301 GOOD             INDIV
 KV0878  HISTORY     - 20060109 GOOD             AASCO
 KV0878
 KV0878                          STATION DESCRIPTION
 KV0878
 KV0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0878'AT RED BANK.
 KV0878'AT THE INTERSECTION OF WHARF AVE. AND UNION AVE., 48 FEET NORTH
 KV0878'OF THE CENTERLINE OF UNION AVE. AND 24.5 FEET WEST OF THE
 KV0878'CENTERLINE OF WHARF AVE. IN A CLUMP OF LOW SCRUBERY.  SET IN
 KV0878'THE TOP OF AN 8 INCH TILE FILLED WITH CONCRETE, ABOUT LEVEL WITH
 KV0878'THE GROUND.
 KV0878
 KV0878                          STATION RECOVERY (1984)
 KV0878
 KV0878'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 KV0878'RECOVERED IN GOOD CONDITION.
 KV0878
 KV0878                          STATION RECOVERY (1985)
 KV0878
 KV0878'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0878'MARK NOT FOUND.
 KV0878
 KV0878                          STATION RECOVERY (1992)
 KV0878
 KV0878'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0878'MARK NOT FOUND.
 KV0878
 KV0878                          STATION RECOVERY (2004)
 KV0878
 KV0878'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MC)
 KV0878'RECOVERED IN GOOD CONDITION.
 KV0878
 KV0878                          STATION RECOVERY (2006)
 KV0878
 KV0878'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0786 ***********************************************************************
 KU0786  DESIGNATION -  TIDAL 3 STA 24
 KU0786  PID         -  KU0786
 KU0786  STATE/COUNTY-  NJ/MONMOUTH
 KU0786  USGS QUAD   -  LONG BRANCH (1981)
 KU0786
 KU0786                         *CURRENT SURVEY CONTROL
 KU0786  ___________________________________________________________________
 KU0786* NAD 83(1986)-  40 21 51.     (N)    073 58 48.     (W)     SCALED    
 KU0786* NAVD 88     -         2.531  (meters)       8.30   (feet)  ADJUSTED  
 KU0786  ___________________________________________________________________
 KU0786  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KU0786  DYNAMIC HT  -           2.530 (meters)       8.30  (feet)  COMP
 KU0786  MODELED GRAV-     980,179.4   (mgal)                       NAVD 88
 KU0786
 KU0786  VERT ORDER  -  FIRST     CLASS I
 KU0786
 KU0786.The horizontal coordinates were scaled from a topographic map and have
 KU0786.an estimated accuracy of +/- 6 seconds.
 KU0786
 KU0786.The orthometric height was determined by differential leveling
 KU0786.and adjusted by the National Geodetic Survey in June 1991..
 KU0786.WARNING-Repeat measurements at this control monument indicate possible
 KU0786.vertical movement.
 KU0786
 KU0786.The geoid height was determined by GEOID03.
 KU0786
 KU0786.The dynamic height is computed by dividing the NAVD 88
 KU0786.geopotential number by the normal gravity value computed on the
 KU0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0786.degrees latitude (g = 980.6199 gals.).
 KU0786
 KU0786.The modeled gravity was interpolated from observed gravity values.
 KU0786
 KU0786;                    North         East    Units  Estimated Accuracy
 KU0786;SPC NJ       -   170,080.      194,160.      MT  (+/- 180 meters Scaled)
 KU0786
 KU0786                          SUPERSEDED SURVEY CONTROL
 KU0786
 KU0786  NGVD 29 (04/16/92)    2.849  (m)            9.35   (f) ADJUSTED    1 1
 KU0786
 KU0786.Superseded values are not recommended for survey control.
 KU0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0786.See file dsdata.txt to determine how the superseded data were derived.
 KU0786
 KU0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK866686(NAD 83)
 KU0786_MARKER: DJ = TIDAL STATION DISK
 KU0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0786_STAMPING: NO 3 1934
 KU0786_MARK LOGO: CGS   
 KU0786_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0786+STABILITY: SURFACE MOTION
 KU0786_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU0786+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1996
 KU0786
 KU0786  HISTORY     - Date     Condition        Report By
 KU0786  HISTORY     - 1934     MONUMENTED       CGS
 KU0786  HISTORY     - 1964     GOOD             NGS
 KU0786  HISTORY     - 19920611 GOOD             USPSQD
 KU0786  HISTORY     - 19960906 GOOD             NJGS
 KU0786
 KU0786                          STATION DESCRIPTION
 KU0786
 KU0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KU0786'0.4 MI W FROM SEA BRIGHT.
 KU0786'0.1 MILE NORTH ALONG OCEAN AVENUE FROM THE POST OFFICE AT SEA
 KU0786'BRIGHT, THENCE 0.3 MILE ALONG RUMSON ROAD (WHICH IS COUNTY HIGHWAY
 KU0786'520), THENCE 0.05 MILE SOUTH ALONG WATERMAN AVENUE TO THE
 KU0786'INTERSECTION OF LINCOLN AVENUE, 72.0 FEET SOUTHEAST OF THE SOUTHEAST
 KU0786'CORNER OF THE RUMSON HOTEL, 36.0 FEET OF THE JUNCTION OF WATERMAN
 KU0786'AND LINCOLN AVENUES, 26.0 FEET OF THE CENTER LINE OF WATERMAN
 KU0786'AVENUE, 24.0 FEET NORTH OF THE CENTER LINE OF LINCOLN AVENUE,
 KU0786'8.0 FEET NORTHEAST OF A MAPLE TREE, ABOUT 1 FOOT ABOVE WATERMAN
 KU0786'AVENUE, AT THE EAST CORNER OF A HEDGE FENCE AROUND HOTEL AND SET
 KU0786'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1-INCH ABOVE
 KU0786'THE GROUND.
 KU0786
 KU0786                          STATION RECOVERY (1992)
 KU0786
 KU0786'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0786'RECOVERED IN GOOD CONDITION.
 KU0786
 KU0786                          STATION RECOVERY (1996)
 KU0786
 KU0786'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KU0786'STATION IS LOCATED IN THE BOROUGH OF RUMSON.  TO REACH THE STATION
 KU0786'FROM THE INTERSECTION OF OCEAN AVENUE AND COUNTY ROAD 520 IN THE
 KU0786'BOROUGH OF SEA BRIGHT, GO WEST ON COUNTY ROAD 520 FOR 0.25 MI (0.40
 KU0786'KM) TO THE INTERSECTION WITH WARD AVENUE SOUTH.  TURN LEFT AND GO
 KU0786'SOUTH ON WARD AVENUE SOUTH FOR 0.05 MI (0.08 KM) TO THE INTERSECTION
 KU0786'WITH LINCOLN AVENUE.  TURN LEFT AND GO EAST ON LINCOLN AVENUE FOR 0.1
 KU0786'MI (0.2 KM) TO THE INTERSECTION WITH WATERMAN AVENUE AND THE STATION
 KU0786'ON THE LEFT.  THE STATION IS 7.8 M (25.6 FT) NORTH FROM THE CENTERLINE
 KU0786'OF LINCOLN AVENUE, 8.0 M (26.2 FT) WEST FROM THE CENTERLINE OF
 KU0786'WATERMAN AVENUE, 2.9 M (9.5 FT) NORTHWEST FROM A FIRE HYDRANT, 12.8 M
 KU0786'(42.0 FT) NORTH FROM POLE NUMBER JC 301 RN AND 2.5 M (8.2 FT)
 KU0786'NORTHEAST FROM A 12 INCH DIAMETER MAPLE TREE.  THE STATION IS SET
 KU0786'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0896 ***********************************************************************
 KV0896  DESIGNATION -  TIDAL 3 STA 26
 KV0896  PID         -  KV0896
 KV0896  STATE/COUNTY-  NJ/MONMOUTH
 KV0896  USGS QUAD   -  LONG BRANCH (1981)
 KV0896
 KV0896                         *CURRENT SURVEY CONTROL
 KV0896  ___________________________________________________________________
 KV0896* NAD 83(1986)-  40 19 17.     (N)    074 01 05.     (W)     SCALED    
 KV0896* NAVD 88     -         1.313  (meters)       4.31   (feet)  ADJUSTED  
 KV0896  ___________________________________________________________________
 KV0896  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KV0896  DYNAMIC HT  -           1.313 (meters)       4.31  (feet)  COMP
 KV0896  MODELED GRAV-     980,185.4   (mgal)                       NAVD 88
 KV0896
 KV0896  VERT ORDER  -  SECOND    CLASS 0
 KV0896
 KV0896.The horizontal coordinates were scaled from a topographic map and have
 KV0896.an estimated accuracy of +/- 6 seconds.
 KV0896
 KV0896.The orthometric height was determined by differential leveling
 KV0896.and adjusted by the National Geodetic Survey in June 1991..
 KV0896
 KV0896.The geoid height was determined by GEOID03.
 KV0896
 KV0896.The dynamic height is computed by dividing the NAVD 88
 KV0896.geopotential number by the normal gravity value computed on the
 KV0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0896.degrees latitude (g = 980.6199 gals.).
 KV0896
 KV0896.The modeled gravity was interpolated from observed gravity values.
 KV0896
 KV0896;                    North         East    Units  Estimated Accuracy
 KV0896;SPC NJ       -   165,310.      190,960.      MT  (+/- 180 meters Scaled)
 KV0896
 KV0896                          SUPERSEDED SURVEY CONTROL
 KV0896
 KV0896  NGVD 29 (04/16/92)    1.635  (m)            5.36   (f) ADJUSTED    2 0
 KV0896
 KV0896.Superseded values are not recommended for survey control.
 KV0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0896.See file dsdata.txt to determine how the superseded data were derived.
 KV0896
 KV0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK834638(NAD 83)
 KV0896_MARKER: DJ = TIDAL STATION DISK
 KV0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0896_STAMPING: NO 3 1934
 KV0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0896+STABILITY: SURFACE MOTION
 KV0896
 KV0896  HISTORY     - Date     Condition        Report By
 KV0896  HISTORY     - 1934     MONUMENTED       CGS
 KV0896  HISTORY     - 1961     GOOD             CGS
 KV0896  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0896  HISTORY     - 19920803 MARK NOT FOUND   USPSQD
 KV0896
 KV0896                          STATION DESCRIPTION
 KV0896
 KV0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0896'1.7 MI SE FROM LITTLE SILVER.
 KV0896'1.7 MILES SOUTH ON SEVEN POINT ROAD FROM THE INTERSECTION OF
 KV0896'RUMSON ROAD AT THE EAST EDGE OF LITTLE SILVER, ABOUT 0.25 MILE
 KV0896'SOUTH OF THE GOOSENECK BRIDGE AT THE INTERSECTION ON MYRTLE AVE.
 KV0896'AND MILTON AVE., ON THE EAST SIDE OF MILTON AVE., SOUTH OF
 KV0896'MONMOUTH BLVD., AT THE SOUTHEAST ANGLE OF A TRIANGLE FORMED BY
 KV0896'THREE STREETS, IN A VACANT LOT 17 FEET SOUTH OF A SIDEWALK AND 2
 KV0896'FEET EAST OF ANOTHER SIDEWALK.  SET IN THE TOP OF A CONCRETE POST
 KV0896'LEVEL WITH THE GROUND.
 KV0896
 KV0896                          STATION RECOVERY (1985)
 KV0896
 KV0896'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0896'MARK NOT FOUND.
 KV0896
 KV0896                          STATION RECOVERY (1992)
 KV0896
 KV0896'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0854 ***********************************************************************
 KU0854  DESIGNATION -  TIDAL 3 STA 27
 KU0854  PID         -  KU0854
 KU0854  STATE/COUNTY-  NJ/MONMOUTH
 KU0854  USGS QUAD   -  LONG BRANCH (1981)
 KU0854
 KU0854                         *CURRENT SURVEY CONTROL
 KU0854  ___________________________________________________________________
 KU0854* NAD 83(1986)-  40 20 11.     (N)    073 59 06.     (W)     SCALED    
 KU0854* NAVD 88     -         0.985  (meters)       3.23   (feet)  ADJUSTED  
 KU0854  ___________________________________________________________________
 KU0854  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KU0854  DYNAMIC HT  -           0.984 (meters)       3.23  (feet)  COMP
 KU0854  MODELED GRAV-     980,178.3   (mgal)                       NAVD 88
 KU0854
 KU0854  VERT ORDER  -  FIRST     CLASS I
 KU0854
 KU0854.The horizontal coordinates were scaled from a topographic map and have
 KU0854.an estimated accuracy of +/- 6 seconds.
 KU0854
 KU0854.The orthometric height was determined by differential leveling
 KU0854.and adjusted by the National Geodetic Survey in June 1991..
 KU0854
 KU0854.The geoid height was determined by GEOID03.
 KU0854
 KU0854.The dynamic height is computed by dividing the NAVD 88
 KU0854.geopotential number by the normal gravity value computed on the
 KU0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0854.degrees latitude (g = 980.6199 gals.).
 KU0854
 KU0854.The modeled gravity was interpolated from observed gravity values.
 KU0854
 KU0854;                    North         East    Units  Estimated Accuracy
 KU0854;SPC NJ       -   166,990.      193,760.      MT  (+/- 180 meters Scaled)
 KU0854
 KU0854                          SUPERSEDED SURVEY CONTROL
 KU0854
 KU0854  NGVD 29 (04/16/92)    1.307  (m)            4.29   (f) ADJUSTED    1 1
 KU0854
 KU0854.Superseded values are not recommended for survey control.
 KU0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0854.See file dsdata.txt to determine how the superseded data were derived.
 KU0854
 KU0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK862655(NAD 83)
 KU0854_MARKER: DJ = TIDAL STATION DISK
 KU0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0854_STAMPING: NO 3 1934
 KU0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0854+STABILITY: SURFACE MOTION
 KU0854
 KU0854  HISTORY     - Date     Condition        Report By
 KU0854  HISTORY     - 1934     MONUMENTED       CGS
 KU0854  HISTORY     - 1964     GOOD             NGS
 KU0854  HISTORY     - 19920807 MARK NOT FOUND   USPSQD
 KU0854
 KU0854                          STATION DESCRIPTION
 KU0854
 KU0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KU0854'0.6 MI NW FROM MONMOUTH BEACH.
 KU0854'0.05 MILE WEST ALONG BEACH ROAD FROM THE POST OFFICE AT
 KU0854'MONMOUTH BEACH, THENCE 0.15 MILE WEST ON WESLEY AVENUE, THENCE
 KU0854'0.35 MILE NORTH ALONG MONMOUTH PARKWAY TO A BLACK TOP ROAD,
 KU0854'THENCE ABOUT 165 FEET EAST ALONG BLACK TOP ROAD, 96.0 FEET
 KU0854'WEST OF BM V53, 92.0 FEET WEST OF POWER LINE POLE NUMBER JC
 KU0854'306 MB, 81.0 FEET NORTHEAST OF A FIRE HYDRANT, 66.0 FEET EAST
 KU0854'OF POWER LINE POLE NUMBER JC 307 MB, 10.5 FEET NORTH OF THE NORTH
 KU0854'EDGE OF BLACK TOP STREET, ABOUT LEVEL WITH STREET AND IS SET IN
 KU0854'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE
 KU0854'GROUND.
 KU0854
 KU0854                          STATION RECOVERY (1992)
 KU0854
 KU0854'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0609 ***********************************************************************
 KV0609  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0609  DESIGNATION -  TIDAL 3 STA 4
 KV0609  PID         -  KV0609
 KV0609  STATE/COUNTY-  NJ/HUDSON
 KV0609  USGS QUAD   -  JERSEY CITY (1981)
 KV0609
 KV0609                         *CURRENT SURVEY CONTROL
 KV0609  ___________________________________________________________________
 KV0609* NAD 83(1986)-  40 38 57.     (N)    074 05 52.     (W)     SCALED    
 KV0609* NAVD 88     -         2.643  (meters)       8.67   (feet)  ADJUSTED  
 KV0609  ___________________________________________________________________
 KV0609  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KV0609  DYNAMIC HT  -           2.642 (meters)       8.67  (feet)  COMP
 KV0609  MODELED GRAV-     980,230.0   (mgal)                       NAVD 88
 KV0609
 KV0609  VERT ORDER  -  FIRST     CLASS II
 KV0609
 KV0609.The horizontal coordinates were scaled from a topographic map and have
 KV0609.an estimated accuracy of +/- 6 seconds.
 KV0609
 KV0609.The orthometric height was determined by differential leveling
 KV0609.and adjusted by the National Geodetic Survey in June 1991..
 KV0609
 KV0609.This Tidal Bench Mark is designated as VM 2495
 KV0609.by the Center for Operational Oceanographic Products and Services.
 KV0609
 KV0609.The geoid height was determined by GEOID03.
 KV0609
 KV0609.The dynamic height is computed by dividing the NAVD 88
 KV0609.geopotential number by the normal gravity value computed on the
 KV0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0609.degrees latitude (g = 980.6199 gals.).
 KV0609
 KV0609.The modeled gravity was interpolated from observed gravity values.
 KV0609
 KV0609;                    North         East    Units  Estimated Accuracy
 KV0609;SPC NJ       -   201,670.      184,020.      MT  (+/- 180 meters Scaled)
 KV0609
 KV0609                          SUPERSEDED SURVEY CONTROL
 KV0609
 KV0609  NGVD 29 (04/16/92)    2.983  (m)            9.79   (f) ADJUSTED    1 2
 KV0609
 KV0609.Superseded values are not recommended for survey control.
 KV0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0609.See file dsdata.txt to determine how the superseded data were derived.
 KV0609
 KV0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL762002(NAD 83)
 KV0609_MARKER: DJ = TIDAL STATION DISK
 KV0609_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0609_SP_SET: MOORING BIT BASE
 KV0609_STAMPING: 3 1932
 KV0609_MARK LOGO: CGS   
 KV0609_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0609+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1995
 KV0609
 KV0609  HISTORY     - Date     Condition        Report By
 KV0609  HISTORY     - 1932     MONUMENTED       CGS
 KV0609  HISTORY     - 1952     GOOD             CGS
 KV0609  HISTORY     - 19940901 MARK NOT FOUND   USPSQD
 KV0609  HISTORY     - 19950920 GOOD             NJGS
 KV0609
 KV0609                          STATION DESCRIPTION
 KV0609
 KV0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0609'AT BAYONNE.
 KV0609'AT BAYONNE, ABOUT 1.6 MILES SOUTHEAST ALONG EXTENSION OF EAST
 KV0609'30TH STREET FROM PUBLIC SCHOOL, AT CONSTABLE HOOK, ON THE DOCKS
 KV0609'OF THE ESSO OIL COMPANY, AT THE INSHORE END OF PIER NO. 5, SET
 KV0609'IN THE TOP OF THE NORTH EDGE OF THE CONCRETE BASE OF THE NORTHWEST
 KV0609'ONE OF A ROW OF MOORING BITS ALONG NORTHEAST SIDE OF PIER NO. 5,
 KV0609'2 FEET NORTH OF MOORING BIT AND ABOUT LEVEL WITH DOCK.
 KV0609
 KV0609                          STATION RECOVERY (1994)
 KV0609
 KV0609'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0609'MARK NOT FOUND.
 KV0609
 KV0609                          STATION RECOVERY (1995)
 KV0609
 KV0609'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0609'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  ACCESS TO STATION
 KV0609'IS NOW RESTRICTED.  CONTACT GUARD AT ENTRANCE GATE FOR ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0329 ***********************************************************************
 KV0329  DESIGNATION -  TIDAL 3 STA 5
 KV0329  PID         -  KV0329
 KV0329  STATE/COUNTY-  NJ/HUDSON
 KV0329  USGS QUAD   -  ELIZABETH (1995)
 KV0329
 KV0329                         *CURRENT SURVEY CONTROL
 KV0329  ___________________________________________________________________
 KV0329* NAD 83(1986)-  40 38 44.     (N)    074 08 36.     (W)     SCALED    
 KV0329* NAVD 88     -         2.190  (meters)       7.18   (feet)  ADJUSTED  
 KV0329  ___________________________________________________________________
 KV0329  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KV0329  DYNAMIC HT  -           2.189 (meters)       7.18  (feet)  COMP
 KV0329  MODELED GRAV-     980,227.7   (mgal)                       NAVD 88
 KV0329
 KV0329  VERT ORDER  -  FIRST     CLASS II
 KV0329
 KV0329.The horizontal coordinates were scaled from a topographic map and have
 KV0329.an estimated accuracy of +/- 6 seconds.
 KV0329
 KV0329.The orthometric height was determined by differential leveling
 KV0329.and adjusted by the National Geodetic Survey in June 1991..
 KV0329
 KV0329.The geoid height was determined by GEOID03.
 KV0329
 KV0329.The dynamic height is computed by dividing the NAVD 88
 KV0329.geopotential number by the normal gravity value computed on the
 KV0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0329.degrees latitude (g = 980.6199 gals.).
 KV0329
 KV0329.The modeled gravity was interpolated from observed gravity values.
 KV0329
 KV0329;                    North         East    Units  Estimated Accuracy
 KV0329;SPC NJ       -   201,250.      180,170.      MT  (+/- 180 meters Scaled)
 KV0329
 KV0329                          SUPERSEDED SURVEY CONTROL
 KV0329
 KV0329  NGVD 29 (04/16/92)    2.526  (m)            8.29   (f) ADJUSTED    1 2
 KV0329
 KV0329.Superseded values are not recommended for survey control.
 KV0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0329.See file dsdata.txt to determine how the superseded data were derived.
 KV0329
 KV0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK724997(NAD 83)
 KV0329_MARKER: DJ = TIDAL STATION DISK
 KV0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0329_SP_SET: LADDER BASE
 KV0329_STAMPING: 3 1919
 KV0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0329
 KV0329  HISTORY     - Date     Condition        Report By
 KV0329  HISTORY     - 1919     MONUMENTED       CGS
 KV0329  HISTORY     - 1952     GOOD             CGS
 KV0329  HISTORY     - 1961     GOOD             CGS
 KV0329  HISTORY     - 19940901 MARK NOT FOUND   USPSQD
 KV0329
 KV0329                          STATION DESCRIPTION
 KV0329
 KV0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0329'AT BAYONNE.
 KV0329'AT BAYONNE, ALONG EXTENSION OF WEST FIRST STREET BETWEEN AVENUE
 KV0329'A AND BOULEVARD, AT THE GENERAL CABLE CORPORATION, SET IN THE TOP
 KV0329'OF THE CONCRETE BASE OF A LADDER LEADING TO ROOF OF BUILDING NO.
 KV0329'7, 84 FEET NORTHEAST OF WEST CORNER OF BUILDING, 21 FEET SOUTHEAST
 KV0329'OF SOUTHEAST RAIL OF A TRACK THAT LEADS FROM MAIN ENTRANCE GATE
 KV0329'THRU PLANT AND PASSES BETWEEN BUILDINGS 7 AND 12 AND ABOUT 1
 KV0329'FOOT ABOVE CONCRETE APRON.
 KV0329
 KV0329                          STATION RECOVERY (1961)
 KV0329
 KV0329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KV0329'RECOVERED IN GOOD CONDITION.
 KV0329
 KV0329                          STATION RECOVERY (1994)
 KV0329
 KV0329'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0241 ***********************************************************************
 JU0241  DESIGNATION -  TIDAL 3 STA 53
 JU0241  PID         -  JU0241
 JU0241  STATE/COUNTY-  NJ/OCEAN
 JU0241  USGS QUAD   -  TUCKERTON (1995)
 JU0241
 JU0241                         *CURRENT SURVEY CONTROL
 JU0241  ___________________________________________________________________
 JU0241* NAD 83(1986)-  39 31 34.     (N)    074 17 54.     (W)     SCALED    
 JU0241* NAVD 88     -         0.935  (meters)       3.07   (feet)  ADJUSTED  
 JU0241  ___________________________________________________________________
 JU0241  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JU0241  DYNAMIC HT  -           0.934 (meters)       3.06  (feet)  COMP
 JU0241  MODELED GRAV-     980,132.3   (mgal)                       NAVD 88
 JU0241
 JU0241  VERT ORDER  -  SECOND    CLASS 0
 JU0241
 JU0241.The horizontal coordinates were scaled from a topographic map and have
 JU0241.an estimated accuracy of +/- 6 seconds.
 JU0241
 JU0241.The orthometric height was determined by differential leveling
 JU0241.and adjusted by the National Geodetic Survey in June 1991..
 JU0241
 JU0241.The geoid height was determined by GEOID03.
 JU0241
 JU0241.The dynamic height is computed by dividing the NAVD 88
 JU0241.geopotential number by the normal gravity value computed on the
 JU0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0241.degrees latitude (g = 980.6199 gals.).
 JU0241
 JU0241.The modeled gravity was interpolated from observed gravity values.
 JU0241
 JU0241;                    North         East    Units  Estimated Accuracy
 JU0241;SPC NJ       -    76,920.      167,340.      MT  (+/- 180 meters Scaled)
 JU0241
 JU0241                          SUPERSEDED SURVEY CONTROL
 JU0241
 JU0241  NGVD 29 (??/??/??)    1.322  (m)            4.34   (f) ADJUSTED    2 0
 JU0241
 JU0241.Superseded values are not recommended for survey control.
 JU0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0241.See file dsdata.txt to determine how the superseded data were derived.
 JU0241
 JU0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ603753(NAD 83)
 JU0241_MARKER: DJ = TIDAL STATION DISK
 JU0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0241_STAMPING: NO 3 1961
 JU0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0241+STABILITY: SURFACE MOTION
 JU0241
 JU0241  HISTORY     - Date     Condition        Report By
 JU0241  HISTORY     - 1961     MONUMENTED       CGS
 JU0241
 JU0241                          STATION DESCRIPTION
 JU0241
 JU0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0241'7.1 MI S FROM TUCKERTON.
 JU0241'0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 9 FROM THE POST OFFICE AT
 JU0241'TUCKERTON, THENCE 5.6 MILES SOUTH ON GREAT BAY BOULEVARD, THENCE
 JU0241'1.2 MILE SOUTHEAST ALONG NORTH SIDE OF LITTLE SHEEPSHEAD CREEK
 JU0241'TO THE INTERSECTION OF BIG SHEEPSHEAD CREEK, ABOUT 300 YARDS
 JU0241'NORTH AND ACROSS BIG SHEEPSHEAD CREEK FROM TIDAL 1, AT THE SOUTH
 JU0241'END OF A LOW SAND BAR COVERED WITH HEAVY BRUSH AND ABOUT 150 FEET
 JU0241'NORTH OF THE HIGH WATER LINE.  SET IN A 10-INCH TILE FILLED WITH
 JU0241'CONCRETE PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0282 ***********************************************************************
 JU0282  DESIGNATION -  TIDAL 3 STA 57
 JU0282  PID         -  JU0282
 JU0282  STATE/COUNTY-  NJ/ATLANTIC
 JU0282  USGS QUAD   -  OCEANVILLE (1989)
 JU0282
 JU0282                         *CURRENT SURVEY CONTROL
 JU0282  ___________________________________________________________________
 JU0282* NAD 83(1986)-  39 28 42.     (N)    074 22 58.     (W)     SCALED    
 JU0282* NAVD 88     -         0.443  (meters)       1.45   (feet)  ADJUSTED  
 JU0282  ___________________________________________________________________
 JU0282  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JU0282  DYNAMIC HT  -           0.443 (meters)       1.45  (feet)  COMP
 JU0282  MODELED GRAV-     980,129.1   (mgal)                       NAVD 88
 JU0282
 JU0282  VERT ORDER  -  SECOND    CLASS 0
 JU0282
 JU0282.The horizontal coordinates were scaled from a topographic map and have
 JU0282.an estimated accuracy of +/- 6 seconds.
 JU0282
 JU0282.The orthometric height was determined by differential leveling
 JU0282.and adjusted by the National Geodetic Survey in June 1991..
 JU0282
 JU0282.The geoid height was determined by GEOID03.
 JU0282
 JU0282.The dynamic height is computed by dividing the NAVD 88
 JU0282.geopotential number by the normal gravity value computed on the
 JU0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0282.degrees latitude (g = 980.6199 gals.).
 JU0282
 JU0282.The modeled gravity was interpolated from observed gravity values.
 JU0282
 JU0282;                    North         East    Units  Estimated Accuracy
 JU0282;SPC NJ       -    71,610.      160,090.      MT  (+/- 180 meters Scaled)
 JU0282
 JU0282                          SUPERSEDED SURVEY CONTROL
 JU0282
 JU0282  NGVD 29 (04/16/92)    0.831  (m)            2.73   (f) ADJUSTED    2 0
 JU0282
 JU0282.Superseded values are not recommended for survey control.
 JU0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0282.See file dsdata.txt to determine how the superseded data were derived.
 JU0282
 JU0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ530700(NAD 83)
 JU0282_MARKER: DJ = TIDAL STATION DISK
 JU0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0282_SP_SET: CONCRETE TILE
 JU0282_STAMPING: NO 3 1936
 JU0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0282
 JU0282  HISTORY     - Date     Condition        Report By
 JU0282  HISTORY     - 1936     MONUMENTED       CGS
 JU0282  HISTORY     - 1961     GOOD             CGS
 JU0282
 JU0282                          STATION DESCRIPTION
 JU0282
 JU0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0282'4.4 MI SE FROM SMITHVILLE.
 JU0282'1.5 MILES EAST ON COUNTY ROAD 561 FROM THE JUNCTION OF U.S.
 JU0282'HIGHWAY 9 AT SMITHVILLE, THENCE 0.45 MILE EAST AND NORTHEAST
 JU0282'ON DIRT ROAD LEADING TO LEEDS POINT BOAT DOCKS, THENCE ABOUT
 JU0282'2.5 MILES SOUTHEAST ACROSS MARSH TO MAIN MARSH THOROFARE, ABOUT
 JU0282'0.5 MILE SOUTHWEST OF THE POINT OF GREAT BAY, ABOUT 200 FEET
 JU0282'SOUTH AND ACROSS SMALL CREEK FROM REMAINS OF THREE SMALL BUILDINGS,
 JU0282'93 FEET WEST OF THE WEST BANK OF MAIN MARSH THOROFARE AND 35 FEET
 JU0282'SOUTHEAST OF THE CREEK AT POINT WHERE IT TURNS NORTHWEST.  SET
 JU0282'IN AN 8 INCH TILE FILLED WITH CONCRETE AND 1 INCH BELOW THE LEVEL
 JU0282'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0289 ***********************************************************************
 JU0289  DESIGNATION -  TIDAL 3 STA 59
 JU0289  PID         -  JU0289
 JU0289  STATE/COUNTY-  NJ/ATLANTIC
 JU0289  USGS QUAD   -  OCEANVILLE (1989)
 JU0289
 JU0289                         *CURRENT SURVEY CONTROL
 JU0289  ___________________________________________________________________
 JU0289* NAD 83(1986)-  39 26 03.     (N)    074 24 19.     (W)     SCALED    
 JU0289* NAVD 88     -         0.450  (meters)       1.48   (feet)  ADJUSTED  
 JU0289  ___________________________________________________________________
 JU0289  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JU0289  DYNAMIC HT  -           0.449 (meters)       1.47  (feet)  COMP
 JU0289  MODELED GRAV-     980,120.5   (mgal)                       NAVD 88
 JU0289
 JU0289  VERT ORDER  -  SECOND    CLASS 0
 JU0289
 JU0289.The horizontal coordinates were scaled from a topographic map and have
 JU0289.an estimated accuracy of +/- 6 seconds.
 JU0289
 JU0289.The orthometric height was determined by differential leveling
 JU0289.and adjusted by the National Geodetic Survey in June 1991..
 JU0289
 JU0289.The geoid height was determined by GEOID03.
 JU0289
 JU0289.The dynamic height is computed by dividing the NAVD 88
 JU0289.geopotential number by the normal gravity value computed on the
 JU0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0289.degrees latitude (g = 980.6199 gals.).
 JU0289
 JU0289.The modeled gravity was interpolated from observed gravity values.
 JU0289
 JU0289;                    North         East    Units  Estimated Accuracy
 JU0289;SPC NJ       -    66,700.      158,150.      MT  (+/- 180 meters Scaled)
 JU0289
 JU0289                          SUPERSEDED SURVEY CONTROL
 JU0289
 JU0289  NGVD 29 (??/??/??)    0.831  (m)            2.73   (f) ADJUSTED    2 0
 JU0289
 JU0289.Superseded values are not recommended for survey control.
 JU0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0289.See file dsdata.txt to determine how the superseded data were derived.
 JU0289
 JU0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ511651(NAD 83)
 JU0289_MARKER: DJ = TIDAL STATION DISK
 JU0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0289_SP_SET: CONCRETE TILE
 JU0289_STAMPING: NO 3 1936
 JU0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0289
 JU0289  HISTORY     - Date     Condition        Report By
 JU0289  HISTORY     - 1936     MONUMENTED       CGS
 JU0289  HISTORY     - 1961     GOOD             CGS
 JU0289
 JU0289                          STATION DESCRIPTION
 JU0289
 JU0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0289'4.5 MI SE FROM OCEANVILLE.
 JU0289'0.75 MILE SOUTHEAST ALONG GREAT CREEK ROAD FROM THE JUNCTION OF
 JU0289'U.S. HIGHWAY 9 AT OCEANVILLE, TO THE BRIGANTINE NATIONAL WILDLIFE
 JU0289'SURVEY OFFICE, THENCE 2.35 MILES SOUTHEAST ALONG DIKE TO THE
 JU0289'SOUTHEAST DIKE, THENCE 0.75 MILE SOUTHEAST ACROSS MARSH TO MEADOW
 JU0289'CUT, OR BY BOAT FROM LAST DIKE.  A BOAT MUST BE USED TO REACH
 JU0289'MARK ACROSS MEADOW CUT.  75 FEET SOUTH OF THE SOUTH SIDE OF
 JU0289'MEADOW CUT AND 70 FEET WEST OF THE WEST SIDE OF GRASSY BAY.  SET
 JU0289'IN AN 8 INCH TILE FILLED WITH CONCRETE, ONE INCH BELOW THE
 JU0289'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0336 ***********************************************************************
 JU0336  DESIGNATION -  TIDAL 3 STA 61
 JU0336  PID         -  JU0336
 JU0336  STATE/COUNTY-  NJ/ATLANTIC
 JU0336  USGS QUAD   -  OCEANVILLE (1989)
 JU0336
 JU0336                         *CURRENT SURVEY CONTROL
 JU0336  ___________________________________________________________________
 JU0336* NAD 83(1986)-  39 25 19.     (N)    074 28 56.     (W)     SCALED    
 JU0336* NAVD 88     -         0.577  (meters)       1.89   (feet)  ADJUSTED  
 JU0336  ___________________________________________________________________
 JU0336  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JU0336  DYNAMIC HT  -           0.577 (meters)       1.89  (feet)  COMP
 JU0336  MODELED GRAV-     980,119.2   (mgal)                       NAVD 88
 JU0336
 JU0336  VERT ORDER  -  SECOND    CLASS 0
 JU0336
 JU0336.The horizontal coordinates were scaled from a topographic map and have
 JU0336.an estimated accuracy of +/- 6 seconds.
 JU0336
 JU0336.The orthometric height was determined by differential leveling
 JU0336.and adjusted by the National Geodetic Survey in June 1991..
 JU0336
 JU0336.The geoid height was determined by GEOID03.
 JU0336
 JU0336.The dynamic height is computed by dividing the NAVD 88
 JU0336.geopotential number by the normal gravity value computed on the
 JU0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0336.degrees latitude (g = 980.6199 gals.).
 JU0336
 JU0336.The modeled gravity was interpolated from observed gravity values.
 JU0336
 JU0336;                    North         East    Units  Estimated Accuracy
 JU0336;SPC NJ       -    65,340.      151,530.      MT  (+/- 180 meters Scaled)
 JU0336
 JU0336                          SUPERSEDED SURVEY CONTROL
 JU0336
 JU0336  NGVD 29 (??/??/??)    0.968  (m)            3.18   (f) ADJUSTED    2 0
 JU0336
 JU0336.Superseded values are not recommended for survey control.
 JU0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0336.See file dsdata.txt to determine how the superseded data were derived.
 JU0336
 JU0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ445637(NAD 83)
 JU0336_MARKER: DJ = TIDAL STATION DISK
 JU0336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0336_SP_SET: CONCRETE TILE
 JU0336_STAMPING: NO 3 1936
 JU0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0336
 JU0336  HISTORY     - Date     Condition        Report By
 JU0336  HISTORY     - 1936     MONUMENTED       CGS
 JU0336  HISTORY     - 1961     GOOD             CGS
 JU0336
 JU0336                          STATION DESCRIPTION
 JU0336
 JU0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0336'1.5 MI E FROM ABSECON.
 JU0336'0.5 MILE SOUTHEAST ON U.S. HIGHWAY 30 FROM THE JUNCTION WITH
 JU0336'U.S. HIGHWAY 9 IN ABSECON, THENCE 0.6 MILE NORTHEAST ON REED ROAD
 JU0336'TO END OF ROAD, THENCE 0.4 MILE EAST ACROSS MARSH TO THE ENTRANCE
 JU0336'OF ABSECON CREEK, ABOUT 400 FEET NORTH OF LIGHT AT ENTRANCE TO
 JU0336'ABSECON CREEK, 129 FEET NORTHEAST OF TIDAL 2 AND 7 FEET WEST OF THE
 JU0336'WEST BANK OF ABSECON CREEK.  SET IN AN 8 INCH TILE FILLED WITH
 JU0336'CONCRETE PROJECTING 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0327 ***********************************************************************
 JU0327  DESIGNATION -  TIDAL 3 STA 65
 JU0327  PID         -  JU0327
 JU0327  STATE/COUNTY-  NJ/ATLANTIC
 JU0327  USGS QUAD   -  ATLANTIC CITY (1994)
 JU0327
 JU0327                         *CURRENT SURVEY CONTROL
 JU0327  ___________________________________________________________________
 JU0327* NAD 83(1986)-  39 20 42.     (N)    074 29 49.     (W)     SCALED    
 JU0327* NAVD 88     -         1.204  (meters)       3.95   (feet)  ADJUSTED  
 JU0327  ___________________________________________________________________
 JU0327  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 JU0327  DYNAMIC HT  -           1.203 (meters)       3.95  (feet)  COMP
 JU0327  MODELED GRAV-     980,106.1   (mgal)                       NAVD 88
 JU0327
 JU0327  VERT ORDER  -  SECOND    CLASS 0
 JU0327
 JU0327.The horizontal coordinates were scaled from a topographic map and have
 JU0327.an estimated accuracy of +/- 6 seconds.
 JU0327
 JU0327.The orthometric height was determined by differential leveling
 JU0327.and adjusted by the National Geodetic Survey in June 1991..
 JU0327
 JU0327.The geoid height was determined by GEOID03.
 JU0327
 JU0327.The dynamic height is computed by dividing the NAVD 88
 JU0327.geopotential number by the normal gravity value computed on the
 JU0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0327.degrees latitude (g = 980.6199 gals.).
 JU0327
 JU0327.The modeled gravity was interpolated from observed gravity values.
 JU0327
 JU0327;                    North         East    Units  Estimated Accuracy
 JU0327;SPC NJ       -    56,800.      150,260.      MT  (+/- 180 meters Scaled)
 JU0327
 JU0327                          SUPERSEDED SURVEY CONTROL
 JU0327
 JU0327  NGVD 29 (04/16/92)    1.599  (m)            5.25   (f) ADJUSTED    2 0
 JU0327
 JU0327.Superseded values are not recommended for survey control.
 JU0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0327.See file dsdata.txt to determine how the superseded data were derived.
 JU0327
 JU0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ433551(NAD 83)
 JU0327_MARKER: DJ = TIDAL STATION DISK
 JU0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0327_SP_SET: CONCRETE TILE
 JU0327_STAMPING: NO 3 1952
 JU0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0327
 JU0327  HISTORY     - Date     Condition        Report By
 JU0327  HISTORY     - 1952     MONUMENTED       CGS
 JU0327  HISTORY     - 1961     GOOD             CGS
 JU0327
 JU0327                          STATION DESCRIPTION
 JU0327
 JU0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0327'AT VENTNOR CITY.
 JU0327'0.85 MILES NORTHWEST ON WYOMING AVENUE FROM JUNCTION WITH ATLANTIC
 JU0327'AVENUE IN VENTNOR CITY, DIRECTLY IN LINE WITH SECOND POWER LINE
 JU0327'POLE NORTHWEST OF THE NORTHWEST BANK OF BEACH THOROFARE AND THE
 JU0327'CENTER OF THE SECOND WINDOW NORTHWEST OF SOUTHEAST END OF BUILDING
 JU0327'ON SHELTER ISLAND, 300 FEET NORTHEAST OF THE NORTHWEST END OF
 JU0327'WYOMING AVENUE, ALONG BEACH THOROFARE, 92 FEET SOUTHEAST OF OLD
 JU0327'WOODEN BULKHEAD AT THE EDGE OF THE WATER.  SET IN 8 INCH TILE
 JU0327'FILLED WITH CONCRETE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0473 ***********************************************************************
 JU0473  DESIGNATION -  TIDAL 3 STA 67
 JU0473  PID         -  JU0473
 JU0473  STATE/COUNTY-  NJ/ATLANTIC
 JU0473  USGS QUAD   -  OCEAN CITY (1994)
 JU0473
 JU0473                         *CURRENT SURVEY CONTROL
 JU0473  ___________________________________________________________________
 JU0473* NAD 83(1986)-  39 18 50.     (N)    074 31 29.     (W)     SCALED    
 JU0473* NAVD 88     -         1.534  (meters)       5.03   (feet)  ADJUSTED  
 JU0473  ___________________________________________________________________
 JU0473  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 JU0473  DYNAMIC HT  -           1.533 (meters)       5.03  (feet)  COMP
 JU0473  MODELED GRAV-     980,102.9   (mgal)                       NAVD 88
 JU0473
 JU0473  VERT ORDER  -  FIRST     CLASS II
 JU0473
 JU0473.The horizontal coordinates were scaled from a topographic map and have
 JU0473.an estimated accuracy of +/- 6 seconds.
 JU0473
 JU0473.The orthometric height was determined by differential leveling
 JU0473.and adjusted by the National Geodetic Survey in June 1991..
 JU0473
 JU0473.The geoid height was determined by GEOID03.
 JU0473
 JU0473.The dynamic height is computed by dividing the NAVD 88
 JU0473.geopotential number by the normal gravity value computed on the
 JU0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0473.degrees latitude (g = 980.6199 gals.).
 JU0473
 JU0473.The modeled gravity was interpolated from observed gravity values.
 JU0473
 JU0473;                    North         East    Units  Estimated Accuracy
 JU0473;SPC NJ       -    53,350.      147,870.      MT  (+/- 180 meters Scaled)
 JU0473
 JU0473                          SUPERSEDED SURVEY CONTROL
 JU0473
 JU0473  NGVD 29 (04/16/92)    1.925  (m)            6.32   (f) ADJUSTED    2 0
 JU0473
 JU0473.Superseded values are not recommended for survey control.
 JU0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0473.See file dsdata.txt to determine how the superseded data were derived.
 JU0473
 JU0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ409517(NAD 83)
 JU0473_MARKER: DJ = TIDAL STATION DISK
 JU0473_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0473_SP_SET: SIDEWALK
 JU0473_STAMPING: NO 3 1937
 JU0473_MARK LOGO: CGS   
 JU0473_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0473+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2000
 JU0473
 JU0473  HISTORY     - Date     Condition        Report By
 JU0473  HISTORY     - 1937     MONUMENTED       CGS
 JU0473  HISTORY     - 1961     GOOD             CGS
 JU0473  HISTORY     - 20000827 GOOD             NJGS
 JU0473
 JU0473                          STATION DESCRIPTION
 JU0473
 JU0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0473'AT LONGPORT.
 JU0473'IN SIDEWALK ALONG SOUTHWEST SIDE OF 28TH AVENUE, AT THE SOUTHEAST
 JU0473'CORNER OF THE INTERSECTION OF OBERON AVENUE AND 28TH AVENUE.  51
 JU0473'FEET SOUTHEAST OF THE SOUTHEAST CURB OF OBERON AVENUE, 8 FEET
 JU0473'SOUTHWEST OF THE SOUTHWEST CURB OF 28TH. AVENUE AND 2.5 FEET
 JU0473'NORTHWEST OF THE NORTHWEST EDGE OF THE DRIVEWAY TO A PRIVATE
 JU0473'HOUSE.  SET IN DRILL HOLE LEVEL WITH THE SIDEWALK.
 JU0473
 JU0473                          STATION RECOVERY (2000)
 JU0473
 JU0473'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU0473'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0485 ***********************************************************************
 JU0485  DESIGNATION -  TIDAL 3 STA 69
 JU0485  PID         -  JU0485
 JU0485  STATE/COUNTY-  NJ/CAPE MAY
 JU0485  USGS QUAD   -  OCEAN CITY (1994)
 JU0485
 JU0485                         *CURRENT SURVEY CONTROL
 JU0485  ___________________________________________________________________
 JU0485* NAD 83(1986)-  39 17 45.     (N)    074 33 25.     (W)     SCALED    
 JU0485* NAVD 88     -         2.744  (meters)       9.00   (feet)  ADJUSTED  
 JU0485  ___________________________________________________________________
 JU0485  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 JU0485  DYNAMIC HT  -           2.743 (meters)       9.00  (feet)  COMP
 JU0485  MODELED GRAV-     980,100.7   (mgal)                       NAVD 88
 JU0485
 JU0485  VERT ORDER  -  SECOND    CLASS 0
 JU0485
 JU0485.The horizontal coordinates were scaled from a topographic map and have
 JU0485.an estimated accuracy of +/- 6 seconds.
 JU0485
 JU0485.The orthometric height was determined by differential leveling
 JU0485.and adjusted by the National Geodetic Survey in June 1991..
 JU0485
 JU0485.The geoid height was determined by GEOID03.
 JU0485
 JU0485.The dynamic height is computed by dividing the NAVD 88
 JU0485.geopotential number by the normal gravity value computed on the
 JU0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0485.degrees latitude (g = 980.6199 gals.).
 JU0485
 JU0485.The modeled gravity was interpolated from observed gravity values.
 JU0485
 JU0485;                    North         East    Units  Estimated Accuracy
 JU0485;SPC NJ       -    51,340.      145,090.      MT  (+/- 180 meters Scaled)
 JU0485
 JU0485                          SUPERSEDED SURVEY CONTROL
 JU0485
 JU0485  NGVD 29 (04/16/92)    3.124  (m)           10.25   (f) ADJUSTED    2 0
 JU0485
 JU0485.Superseded values are not recommended for survey control.
 JU0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0485.See file dsdata.txt to determine how the superseded data were derived.
 JU0485
 JU0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ382497(NAD 83)
 JU0485_MARKER: DJ = TIDAL STATION DISK
 JU0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0485_SP_SET: SIDEWALK
 JU0485_STAMPING: NO 3 1937
 JU0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0485+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2006
 JU0485
 JU0485  HISTORY     - Date     Condition        Report By
 JU0485  HISTORY     - 1937     MONUMENTED       CGS
 JU0485  HISTORY     - 1961     GOOD             CGS
 JU0485  HISTORY     - 20060224 GOOD             GEOCAC
 JU0485
 JU0485                          STATION DESCRIPTION
 JU0485
 JU0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0485'AT OCEAN CITY.
 JU0485'IN THE NORTHEAST EDGE OF CONCRETE SIDEWALK ON THE NORTHEAST
 JU0485'SIDE OF ABERDEEN ROAD, 29.5 FEET SOUTHEAST OF THE SOUTHEAST
 JU0485'CURB OF ROAD PARALLELING OCEAN DRIVE, 11 FEET NORTHEAST OF THE
 JU0485'NORTHEAST CURB OF ABERDEEN ROAD.  SET IN A DRILL HOLE LEVEL WITH
 JU0485'THE SIDEWALK.  NOTE-- LONGPORT- OCEAN CITY HIGHWAY BRIDGE
 JU0485'(SOUTH END), GREAT EGG HARBOR INLET.
 JU0485
 JU0485                          STATION RECOVERY (2006)
 JU0485
 JU0485'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0485'THE DISK IS IN THE SIDEWALK NEAR THE SOUTHWEST CORNER OF THE DRIVEWAY
 JU0485'FOR THE RESIDENCE AT 1101 GARDENS PARKWAY.  HANDHELD COORDINATES ARE
 JU0485'N39-17-45.42 W074-33-25.20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0268 ***********************************************************************
 KV0268  DESIGNATION -  TIDAL 3 STA 7
 KV0268  PID         -  KV0268
 KV0268  STATE/COUNTY-  NJ/HUDSON
 KV0268  USGS QUAD   -  JERSEY CITY (1981)
 KV0268
 KV0268                         *CURRENT SURVEY CONTROL
 KV0268  ___________________________________________________________________
 KV0268* NAD 83(1986)-  40 43 55.     (N)    074 07 00.     (W)     SCALED    
 KV0268* NAVD 88     -         2.042  (meters)       6.70   (feet)  ADJUSTED  
 KV0268  ___________________________________________________________________
 KV0268  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KV0268  DYNAMIC HT  -           2.041 (meters)       6.70  (feet)  COMP
 KV0268  MODELED GRAV-     980,233.2   (mgal)                       NAVD 88
 KV0268
 KV0268  VERT ORDER  -  FIRST     CLASS I
 KV0268
 KV0268.The horizontal coordinates were scaled from a topographic map and have
 KV0268.an estimated accuracy of +/- 6 seconds.
 KV0268
 KV0268.The orthometric height was determined by differential leveling
 KV0268.and adjusted by the National Geodetic Survey in June 1991..
 KV0268.WARNING-Repeat measurements at this control monument indicate possible
 KV0268.vertical movement.
 KV0268
 KV0268.The geoid height was determined by GEOID03.
 KV0268
 KV0268.The dynamic height is computed by dividing the NAVD 88
 KV0268.geopotential number by the normal gravity value computed on the
 KV0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0268.degrees latitude (g = 980.6199 gals.).
 KV0268
 KV0268.The modeled gravity was interpolated from observed gravity values.
 KV0268
 KV0268;                    North         East    Units  Estimated Accuracy
 KV0268;SPC NJ       -   210,850.      182,380.      MT  (+/- 180 meters Scaled)
 KV0268
 KV0268                          SUPERSEDED SURVEY CONTROL
 KV0268
 KV0268  NGVD 29 (04/16/92)    2.392  (m)            7.85   (f) ADJUSTED    1 1
 KV0268
 KV0268.Superseded values are not recommended for survey control.
 KV0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0268.See file dsdata.txt to determine how the superseded data were derived.
 KV0268
 KV0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL745093(NAD 83)
 KV0268_MARKER: Q = CHISELED SQUARE
 KV0268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0268_SP_SET: ABUTMENT
 KV0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0268
 KV0268  HISTORY     - Date     Condition        Report By
 KV0268  HISTORY     - 1934     MONUMENTED       CGS
 KV0268  HISTORY     - 1952     GOOD             CGS
 KV0268  HISTORY     - 1972     GOOD             NGS
 KV0268
 KV0268                          STATION DESCRIPTION
 KV0268
 KV0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0268'AT KEARNY.
 KV0268'AT KEARNY, ABOUT 0.5 MILE NORTHWEST ALONG STATE HIGHWAY 25 FROM
 KV0268'THE POLICE AND FIRE STATION, SET ON THE TOP OF THE WEST CORNER
 KV0268'OF THE LOWER PART OF THE SOUTHEAST ABUTMENT OF OLD ABANDONED
 KV0268'BRIDGE OVER PASSIAC RIVER, 1/2 FOOT EAST OF WEST CORNER OF
 KV0268'ABUTMENT, ABOUT 10 YARDS NORTHEAST OF NORTHEAST EDGE OF NEW
 KV0268'BRIDGE OVER RIVER AND ABOUT 10 FEET BELOW TOP PART OF OLD
 KV0268'ABUTMENT.
 KV0268
 KV0268                          STATION RECOVERY (1972)
 KV0268
 KV0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KV0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0491 ***********************************************************************
 JU0491  DESIGNATION -  TIDAL 3 STA 71
 JU0491  PID         -  JU0491
 JU0491  STATE/COUNTY-  NJ/ATLANTIC
 JU0491  USGS QUAD   -  OCEAN CITY (1994)
 JU0491
 JU0491                         *CURRENT SURVEY CONTROL
 JU0491  ___________________________________________________________________
 JU0491* NAD 83(1986)-  39 18 36.     (N)    074 36 56.     (W)     SCALED    
 JU0491* NAVD 88     -         5.307  (meters)      17.41   (feet)  ADJUSTED  
 JU0491  ___________________________________________________________________
 JU0491  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 JU0491  DYNAMIC HT  -           5.304 (meters)      17.40  (feet)  COMP
 JU0491  MODELED GRAV-     980,104.4   (mgal)                       NAVD 88
 JU0491
 JU0491  VERT ORDER  -  SECOND    CLASS 0
 JU0491
 JU0491.The horizontal coordinates were scaled from a topographic map and have
 JU0491.an estimated accuracy of +/- 6 seconds.
 JU0491
 JU0491.The orthometric height was determined by differential leveling
 JU0491.and adjusted by the National Geodetic Survey in June 1991..
 JU0491
 JU0491.The geoid height was determined by GEOID03.
 JU0491
 JU0491.The dynamic height is computed by dividing the NAVD 88
 JU0491.geopotential number by the normal gravity value computed on the
 JU0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0491.degrees latitude (g = 980.6199 gals.).
 JU0491
 JU0491.The modeled gravity was interpolated from observed gravity values.
 JU0491
 JU0491;                    North         East    Units  Estimated Accuracy
 JU0491;SPC NJ       -    52,920.      140,040.      MT  (+/- 180 meters Scaled)
 JU0491
 JU0491                          SUPERSEDED SURVEY CONTROL
 JU0491
 JU0491  NGVD 29 (??/??/??)    5.703  (m)           18.71   (f) ADJUSTED    2 0
 JU0491
 JU0491.Superseded values are not recommended for survey control.
 JU0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0491.See file dsdata.txt to determine how the superseded data were derived.
 JU0491
 JU0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ331512(NAD 83)
 JU0491_MARKER: DJ = TIDAL STATION DISK
 JU0491_SETTING: 0 = UNSPECIFIED SETTING
 JU0491_STAMPING: NO 3 1937
 JU0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0491
 JU0491  HISTORY     - Date     Condition        Report By
 JU0491  HISTORY     - 1937     MONUMENTED       CGS
 JU0491  HISTORY     - 1961     GOOD             CGS
 JU0491  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU0491
 JU0491                          STATION DESCRIPTION
 JU0491
 JU0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0491'0.8 MI NW FROM SOMERS POINT.
 JU0491'0.65 MILE NORTHWEST ON COUNTY ROAD 559 FROM THE JUNCTION WITH
 JU0491'U.S. HIGHWAY 52 IN SOMERS POINT THENCE 0.2 MILE SOUTHWEST ON
 JU0491'U.S. HIGHWAY 9.  0.2 MILE NORTHEAST FROM THE JUNCTION OF U.S.
 JU0491'HIGHWAY 9 AND THE GARDEN STATE PARKWAY ON THE PROPERTY OF
 JU0491'MARGARET ROBERTS (MRS. F.L. HYATT).  95 FEET SOUTHWEST OF THE
 JU0491'CENTER LINE OF THE DRIVEWAY TO A HOUSE, 68 FEET SOUTH AND ACROSS
 JU0491'THE HIGHWAY FROM A POWER LINE POLE ACE 985 AND 39 FEET SOUTHEAST
 JU0491'OF THE CENTER LINE OF U.S. HIGHWAY 9.  SET IN AN 8 INCH TILE
 JU0491'FILLED WITH CONCRETE AND LEVEL WITH THE GROUND.  NOTE-- GREAT EGG
 JU0491'HARBOR BAY HIGHWAY BRIDGE.
 JU0491
 JU0491                          STATION RECOVERY (2001)
 JU0491
 JU0491'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0491'THE STATION WAS NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0501 ***********************************************************************
 JU0501  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0501  DESIGNATION -  TIDAL 3 STA 72
 JU0501  PID         -  JU0501
 JU0501  STATE/COUNTY-  NJ/ATLANTIC
 JU0501  USGS QUAD   -  MARMORA (1994)
 JU0501
 JU0501                         *CURRENT SURVEY CONTROL
 JU0501  ___________________________________________________________________
 JU0501* NAD 83(1986)-  39 21 56.     (N)    074 42 37.     (W)     SCALED    
 JU0501* NAVD 88     -         2.060  (meters)       6.76   (feet)  ADJUSTED  
 JU0501  ___________________________________________________________________
 JU0501  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JU0501  DYNAMIC HT  -           2.059 (meters)       6.76  (feet)  COMP
 JU0501  MODELED GRAV-     980,114.3   (mgal)                       NAVD 88
 JU0501
 JU0501  VERT ORDER  -  SECOND    CLASS 0
 JU0501
 JU0501.The horizontal coordinates were scaled from a topographic map and have
 JU0501.an estimated accuracy of +/- 6 seconds.
 JU0501
 JU0501.The orthometric height was determined by differential leveling
 JU0501.and adjusted by the National Geodetic Survey in June 1991..
 JU0501
 JU0501.This Tidal Bench Mark is designated as VM 2719
 JU0501.by the Center for Operational Oceanographic Products and Services.
 JU0501
 JU0501.The geoid height was determined by GEOID03.
 JU0501
 JU0501.The dynamic height is computed by dividing the NAVD 88
 JU0501.geopotential number by the normal gravity value computed on the
 JU0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0501.degrees latitude (g = 980.6199 gals.).
 JU0501
 JU0501.The modeled gravity was interpolated from observed gravity values.
 JU0501
 JU0501;                    North         East    Units  Estimated Accuracy
 JU0501;SPC NJ       -    59,100.      131,880.      MT  (+/- 180 meters Scaled)
 JU0501
 JU0501                          SUPERSEDED SURVEY CONTROL
 JU0501
 JU0501  NGVD 29 (??/??/??)    2.454  (m)            8.05   (f) ADJUSTED    2 0
 JU0501
 JU0501.Superseded values are not recommended for survey control.
 JU0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0501.See file dsdata.txt to determine how the superseded data were derived.
 JU0501
 JU0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ249573(NAD 83)
 JU0501_MARKER: DJ = TIDAL STATION DISK
 JU0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0501_STAMPING: NO 3 1937
 JU0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0501+STABILITY: SURFACE MOTION
 JU0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0501+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 JU0501
 JU0501  HISTORY     - Date     Condition        Report By
 JU0501  HISTORY     - 1937     MONUMENTED       CGS
 JU0501  HISTORY     - 1961     GOOD             CGS
 JU0501  HISTORY     - 20041023 GOOD             GEOCAC
 JU0501
 JU0501                          STATION DESCRIPTION
 JU0501
 JU0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0501'3.3 MI NW FROM SCULLVILLE.
 JU0501'3.3 MILES NORTHWEST ON COUNTY ROAD 559 FROM SCULLVILLE PUBLIC
 JU0501'SCHOOL NO. 1, THENCE 0.25 MILE SOUTH ON BLACKTOPPED ROAD TO A
 JU0501'HOUSE ON THE NORTH SIDE OF THE ROAD, 370 YARDS EAST OF THE
 JU0501'HIGHWATER LINE, 159 FEET EAST OF POWER LINE POLE NO. 010098, 145
 JU0501'FEET WEST OF POWER LINE POLE NO. 010097, 92.5 FEET SOUTHWEST OF
 JU0501'THE SOUTHWEST CORNER OF THE HOUSE AND 13 FEET NORTH OF THE CENTER
 JU0501'LINE OF THE BLACKTOPPED ROAD.  SET IN THE TOP OF A CONCRETE POST
 JU0501'PROJECTING 1 INCH.  NOTE-- SCULL LANDING, GREAT EGG HARBOR RIVER.
 JU0501
 JU0501                          STATION RECOVERY (2004)
 JU0501
 JU0501'RECOVERY NOTE BY GEOCACHING 2004 (STC)
 JU0501'IN ADDITION TO THE 1961 DESCRIPTION, THE MARK IS LOCATED ON THE
 JU0501'PROPERTY OF 323 BETSY SCULL ROAD, SOUTHWEST OF THE PRIMARY RESIDENCE.
 JU0501'THE MARK IS APPROX 29 FEET NORTH OF AND ACROSS THE STREET FROM UTILITY
 JU0501'POLE P-47390 (ALSO MARKED BI2157).
 JU0501'HANDHELD GPS COORDINATES N 39 21 56.9 W 074 42 35.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0382 ***********************************************************************
 JU0382  DESIGNATION -  TIDAL 3 STA 75
 JU0382  PID         -  JU0382
 JU0382  STATE/COUNTY-  NJ/CAPE MAY
 JU0382  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0382
 JU0382                         *CURRENT SURVEY CONTROL
 JU0382  ___________________________________________________________________
 JU0382* NAD 83(1986)-  39 13 39.     (N)    074 39 20.     (W)     SCALED    
 JU0382* NAVD 88     -         0.509  (meters)       1.67   (feet)  POSTED    
 JU0382  ___________________________________________________________________
 JU0382  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 JU0382  DYNAMIC HT  -           0.510 (meters)       1.67  (feet)  COMP
 JU0382  MODELED GRAV-     980,089.0   (mgal)                       NAVD 88
 JU0382
 JU0382  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JU0382
 JU0382.The horizontal coordinates were scaled from a topographic map and have
 JU0382.an estimated accuracy of +/- 6 seconds.
 JU0382
 JU0382.The orthometric height was determined by differential leveling
 JU0382.and adjusted by the National Geodetic Survey in 1992..
 JU0382.No vertical observational check was made to the station.
 JU0382.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JU0382.was located on a no-check spur therefore a value was not computed.
 JU0382
 JU0382.The geoid height was determined by GEOID03.
 JU0382
 JU0382.The dynamic height is computed by dividing the NAVD 88
 JU0382.geopotential number by the normal gravity value computed on the
 JU0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0382.degrees latitude (g = 980.6199 gals.).
 JU0382
 JU0382.The modeled gravity was interpolated from observed gravity values.
 JU0382
 JU0382;                    North         East    Units  Estimated Accuracy
 JU0382;SPC NJ       -    43,770.      136,570.      MT  (+/- 180 meters Scaled)
 JU0382
 JU0382                          SUPERSEDED SURVEY CONTROL
 JU0382
 JU0382  NGVD 29 (04/16/92)    0.899  (m)            2.95   (f) ADJUSTED    1 2
 JU0382
 JU0382.Superseded values are not recommended for survey control.
 JU0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0382.See file dsdata.txt to determine how the superseded data were derived.
 JU0382
 JU0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ297420(NAD 83)
 JU0382_MARKER: DJ = TIDAL STATION DISK
 JU0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0382_STAMPING: NO 3 1937
 JU0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0382+STABILITY: SURFACE MOTION
 JU0382
 JU0382  HISTORY     - Date     Condition        Report By
 JU0382  HISTORY     - 1937     MONUMENTED       CGS
 JU0382  HISTORY     - 1961     GOOD             CGS
 JU0382
 JU0382                          STATION DESCRIPTION
 JU0382
 JU0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0382'0.8 MI NW FROM OCEAN CITY.
 JU0382'0.8 MILE NORTHWEST ON THE PENNSYLVANIA, READING, AND SEASHORE
 JU0382'RAILROAD FROM THE STATION ON 51ST STREET IN OCEAN CITY THENCE
 JU0382'0.6 MILE SOUTHWEST ALONG CROOK HORN CREEK, 203 FEET NORTHEAST AND
 JU0382'82 FEET NORTHWEST OF HIGH WATER LINE ON THE POINT OF THE WESTERN
 JU0382'SHORE OF CROOK HORN CREEK AND ACROSS A SMALL CREEK FROM THE
 JU0382'NORTHEAST POINT OF DEVILS ISLAND.  SET IN THE TOP OF A CONCRETE
 JU0382'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0454 ***********************************************************************
 JU0454  DESIGNATION -  TIDAL 3 STA 82
 JU0454  PID         -  JU0454
 JU0454  STATE/COUNTY-  NJ/CAPE MAY
 JU0454  USGS QUAD   -  STONE HARBOR (1972)
 JU0454
 JU0454                         *CURRENT SURVEY CONTROL
 JU0454  ___________________________________________________________________
 JU0454* NAD 83(1986)-  39 01 42.     (N)    074 48 36.     (W)     SCALED    
 JU0454* NAVD 88     -         0.453  (meters)       1.49   (feet)  ADJUSTED  
 JU0454  ___________________________________________________________________
 JU0454  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 JU0454  DYNAMIC HT  -           0.452 (meters)       1.48  (feet)  COMP
 JU0454  MODELED GRAV-     980,057.3   (mgal)                       NAVD 88
 JU0454
 JU0454  VERT ORDER  -  SECOND    CLASS 0
 JU0454
 JU0454.The horizontal coordinates were scaled from a topographic map and have
 JU0454.an estimated accuracy of +/- 6 seconds.
 JU0454
 JU0454.The orthometric height was determined by differential leveling
 JU0454.and adjusted by the National Geodetic Survey in June 1991..
 JU0454
 JU0454.The geoid height was determined by GEOID03.
 JU0454
 JU0454.The dynamic height is computed by dividing the NAVD 88
 JU0454.geopotential number by the normal gravity value computed on the
 JU0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0454.degrees latitude (g = 980.6199 gals.).
 JU0454
 JU0454.The modeled gravity was interpolated from observed gravity values.
 JU0454
 JU0454;                    North         East    Units  Estimated Accuracy
 JU0454;SPC NJ       -    21,690.      123,160.      MT  (+/- 180 meters Scaled)
 JU0454
 JU0454                          SUPERSEDED SURVEY CONTROL
 JU0454
 JU0454  NGVD 29 (04/16/92)    0.856  (m)            2.81   (f) ADJUSTED    2 0
 JU0454
 JU0454.Superseded values are not recommended for survey control.
 JU0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0454.See file dsdata.txt to determine how the superseded data were derived.
 JU0454
 JU0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ164199(NAD 83)
 JU0454_MARKER: DJ = TIDAL STATION DISK
 JU0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0454_STAMPING: NO 3 1937
 JU0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0454+STABILITY: SURFACE MOTION
 JU0454
 JU0454  HISTORY     - Date     Condition        Report By
 JU0454  HISTORY     - 1937     MONUMENTED       CGS
 JU0454  HISTORY     - 1961     GOOD             CGS
 JU0454
 JU0454                          STATION DESCRIPTION
 JU0454
 JU0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0454'1.3 MI NE FROM NORTH WILDWOOD.
 JU0454'1.3 MILE NORTHEAST ON COUNTY ROAD 585 FROM THE JUNCTION WITH
 JU0454'SPRUCE AND MARYLAND AVENUES IN THE NORTH PART OF NORTH WILDWOOD.
 JU0454'0.2 MILE SOUTHWEST OF THE JUNCTION OF OCEAN DRIVE AND NORTH
 JU0454'WILDWOOD BOULEVARD, 100 FEET SOUTHEAT OF THE SOUTHEAST END OF
 JU0454'BRDIGE OVER GRASSY SOUND CHANNEL THENCE 219 FEET NORTHEAST OF THE
 JU0454'CENTER LINE OF NORTH WILDWOOD ROAD (HIGHWAY 585), 36 FEET SOUTHEAST
 JU0454'OF POWER LINE POLE NO. 7390 AND 25 FEET SOUTHEAST OF THE SOUTHEAST
 JU0454'EDGE OF BOARDWALK LEADING ACROSS MARSH.  SET IN THE TOP OF A
 JU0454'CONCRETE POST LEVEL WITH THE MARSH GRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU0017 ***********************************************************************
 HU0017  DESIGNATION -  TIDAL 3 STA 86
 HU0017  PID         -  HU0017
 HU0017  STATE/COUNTY-  NJ/CAPE MAY
 HU0017  USGS QUAD   -  CAPE MAY (1972)
 HU0017
 HU0017                         *CURRENT SURVEY CONTROL
 HU0017  ___________________________________________________________________
 HU0017* NAD 83(1986)-  38 56 48.     (N)    074 53 10.     (W)     SCALED    
 HU0017* NAVD 88     -         2.617  (meters)       8.59   (feet)  POSTED    
 HU0017  ___________________________________________________________________
 HU0017  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU0017  DYNAMIC HT  -           2.620 (meters)       8.60  (feet)  COMP
 HU0017  MODELED GRAV-     980,048.2   (mgal)                       NAVD 88
 HU0017
 HU0017  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HU0017
 HU0017.The horizontal coordinates were scaled from a topographic map and have
 HU0017.an estimated accuracy of +/- 6 seconds.
 HU0017
 HU0017.The orthometric height was determined by differential leveling
 HU0017.and adjusted by the National Geodetic Survey in 1992..
 HU0017.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HU0017.rate of 4.1 thru 8.0 mm/km.
 HU0017
 HU0017.The geoid height was determined by GEOID03.
 HU0017
 HU0017.The dynamic height is computed by dividing the NAVD 88
 HU0017.geopotential number by the normal gravity value computed on the
 HU0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0017.degrees latitude (g = 980.6199 gals.).
 HU0017
 HU0017.The modeled gravity was interpolated from observed gravity values.
 HU0017
 HU0017;                    North         East    Units  Estimated Accuracy
 HU0017;SPC NJ       -    12,650.      116,530.      MT  (+/- 180 meters Scaled)
 HU0017
 HU0017                          SUPERSEDED SURVEY CONTROL
 HU0017
 HU0017  NGVD 29 (04/16/92)    2.983  (m)            9.79   (f) ADJUSTED    1 2
 HU0017
 HU0017.Superseded values are not recommended for survey control.
 HU0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0017.See file dsdata.txt to determine how the superseded data were derived.
 HU0017
 HU0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ098108(NAD 83)
 HU0017_MARKER: DJ = TIDAL STATION DISK
 HU0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0017_SP_SET: FOOTING
 HU0017_STAMPING: NO 3 1924 9.90
 HU0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0017
 HU0017  HISTORY     - Date     Condition        Report By
 HU0017  HISTORY     - 1924     MONUMENTED       CGS
 HU0017  HISTORY     - 1961     GOOD             CGS
 HU0017  HISTORY     - 1969     GOOD             CGS
 HU0017  HISTORY     - 19910406 MARK NOT FOUND   USPSQD
 HU0017
 HU0017                          STATION DESCRIPTION
 HU0017
 HU0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HU0017'AT SEWALL POINT.
 HU0017'AT THE U.S. COAST GUARD RECEIVING CENTER, 68 FEET EAST OF THE
 HU0017'CENTER LINE OF PRINCETON AVENUE, 36 FEET SOUTH OF THE CURB OF
 HU0017'PENNSYLVANIA AVENUE.  SET IN A DRILL HOLE IN THE NORTHEAST
 HU0017'CONCRETE FOOTING OF AN ELEVATED WATER TANK.  TIDAL STATION 86.
 HU0017'CAPE MAY HARBOR.
 HU0017
 HU0017                          STATION RECOVERY (1969)
 HU0017
 HU0017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HU0017'RECOVERED IN GOOD CONDITION.
 HU0017
 HU0017                          STATION RECOVERY (1991)
 HU0017
 HU0017'RECOVERY NOTE BY US POWER SQUADRON 1991 (KRN)
 HU0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU1011 ***********************************************************************
 JU1011  TIDAL BM    -  This is a Tidal Bench Mark.
 JU1011  DESIGNATION -  TIDAL 3 STA 90
 JU1011  PID         -  JU1011
 JU1011  STATE/COUNTY-  NJ/CUMBERLAND
 JU1011  USGS QUAD   -  FORTESCUE (1992)
 JU1011
 JU1011                         *CURRENT SURVEY CONTROL
 JU1011  ___________________________________________________________________
 JU1011* NAD 83(1986)-  39 14 20.     (N)    075 10 21.     (W)     SCALED    
 JU1011* NAVD 88     -         1.869  (meters)       6.13   (feet)  ADJUSTED  
 JU1011  ___________________________________________________________________
 JU1011  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 JU1011  DYNAMIC HT  -           1.868 (meters)       6.13  (feet)  COMP
 JU1011  MODELED GRAV-     980,094.2   (mgal)                       NAVD 88
 JU1011
 JU1011  VERT ORDER  -  SECOND    CLASS 0
 JU1011
 JU1011.The horizontal coordinates were scaled from a topographic map and have
 JU1011.an estimated accuracy of +/- 6 seconds.
 JU1011
 JU1011.The orthometric height was determined by differential leveling
 JU1011.and adjusted by the National Geodetic Survey in June 1991..
 JU1011
 JU1011.This Tidal Bench Mark is designated as VM 2785
 JU1011.by the Center for Operational Oceanographic Products and Services.
 JU1011
 JU1011.This Tidal Bench Mark is designated as VM 15518
 JU1011.by the Center for Operational Oceanographic Products and Services.
 JU1011
 JU1011.The geoid height was determined by GEOID03.
 JU1011
 JU1011.The dynamic height is computed by dividing the NAVD 88
 JU1011.geopotential number by the normal gravity value computed on the
 JU1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1011.degrees latitude (g = 980.6199 gals.).
 JU1011
 JU1011.The modeled gravity was interpolated from observed gravity values.
 JU1011
 JU1011;                    North         East    Units  Estimated Accuracy
 JU1011;SPC NJ       -    45,230.       91,950.      MT  (+/- 180 meters Scaled)
 JU1011
 JU1011                          SUPERSEDED SURVEY CONTROL
 JU1011
 JU1011  NGVD 29 (04/16/92)    2.199  (m)            7.21   (f) ADJUSTED    2 0
 JU1011
 JU1011.Superseded values are not recommended for survey control.
 JU1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1011.See file dsdata.txt to determine how the superseded data were derived.
 JU1011
 JU1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ851433(NAD 83)
 JU1011_MARKER: DJ = TIDAL STATION DISK
 JU1011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1011_SP_SET: CONCRETE FOOTING
 JU1011_STAMPING: NO 3 1953
 JU1011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1011
 JU1011  HISTORY     - Date     Condition        Report By
 JU1011  HISTORY     - 1953     MONUMENTED       CGS
 JU1011  HISTORY     - 1961     GOOD             CGS
 JU1011
 JU1011                          STATION DESCRIPTION
 JU1011
 JU1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU1011'AT FORTESCUE.
 JU1011'45.5 FEET NORTHEAST OF THE CENTER LINE OF GARRISON AVENUE.  SET
 JU1011'IN A DRILL HOLE IN THE EAST PORTION OF THE CONCRETE FOOTING
 JU1011'OF THE CHIMNEY ON THE NORTH SIDE OF THE CHARLES NICHOLS RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0736 ***********************************************************************
 KV0736  DESIGNATION -  TIDAL 4 RESET 1952 STA 18
 KV0736  PID         -  KV0736
 KV0736  STATE/COUNTY-  NJ/MONMOUTH
 KV0736  USGS QUAD   -  KEYPORT (1977)
 KV0736
 KV0736                         *CURRENT SURVEY CONTROL
 KV0736  ___________________________________________________________________
 KV0736* NAD 83(1986)-  40 27 00.     (N)    074 08 34.     (W)     SCALED    
 KV0736* NAVD 88     -         2.200  (meters)       7.22   (feet)  ADJUSTED  
 KV0736  ___________________________________________________________________
 KV0736  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KV0736  DYNAMIC HT  -           2.199 (meters)       7.21  (feet)  COMP
 KV0736  MODELED GRAV-     980,223.0   (mgal)                       NAVD 88
 KV0736
 KV0736  VERT ORDER  -  FIRST     CLASS II
 KV0736
 KV0736.The horizontal coordinates were scaled from a topographic map and have
 KV0736.an estimated accuracy of +/- 6 seconds.
 KV0736
 KV0736.The orthometric height was determined by differential leveling
 KV0736.and adjusted by the National Geodetic Survey in June 1991..
 KV0736
 KV0736.The geoid height was determined by GEOID03.
 KV0736
 KV0736.The dynamic height is computed by dividing the NAVD 88
 KV0736.geopotential number by the normal gravity value computed on the
 KV0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0736.degrees latitude (g = 980.6199 gals.).
 KV0736
 KV0736.The modeled gravity was interpolated from observed gravity values.
 KV0736
 KV0736;                    North         East    Units  Estimated Accuracy
 KV0736;SPC NJ       -   179,540.      180,300.      MT  (+/- 180 meters Scaled)
 KV0736
 KV0736                          SUPERSEDED SURVEY CONTROL
 KV0736
 KV0736  NGVD 29 (04/16/92)    2.481  (m)            8.14   (f) ADJUSTED    1 2
 KV0736
 KV0736.Superseded values are not recommended for survey control.
 KV0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0736.See file dsdata.txt to determine how the superseded data were derived.
 KV0736
 KV0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK726780(NAD 83)
 KV0736_MARKER: DJ = TIDAL STATION DISK
 KV0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0736_STAMPING: NO 4 1934 RESET 1952
 KV0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0736+STABILITY: SURFACE MOTION
 KV0736
 KV0736  HISTORY     - Date     Condition        Report By
 KV0736  HISTORY     - 1952     MONUMENTED       CGS
 KV0736  HISTORY     - 1964     GOOD             CGS
 KV0736  HISTORY     - 1986     GOOD             USPSQD
 KV0736
 KV0736                          STATION DESCRIPTION
 KV0736
 KV0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0736'AT KEANSBURG.
 KV0736'AT KEANSBURG, ABOUT 0.4 MILE WEST ALONG THE CENTRAL RAILROAD
 KV0736'OF NEW JERSEY FROM THE STATION AT KEANSBURG, THENCE ABOUT
 KV0736'0.45 MILE NORTH ALONG LAUREL AVENUE, AT BELVEDERS BEACH, IN FRONT
 KV0736'(EAST) OF HOUSE NO. 11 LAUREL AVENUE, SET BETWEEN THE SIDE
 KV0736'WALK AND A CONCRETE BLOCK FENCE AROUND LAWN, 28 FEET WEST OF
 KV0736'CENTER LINE OF LAUREL AVENUE, 34 1/2 FEET EAST OF NORTHEAST
 KV0736'CORNER OF HOUSE, 7 1/2 FEET SOUTHWEST OF A POWER POLE WITH A
 KV0736'TRANSFORMER, 3 1/2 FEET SOUTH OF NORTHEAST CORNER OF CONCRETE
 KV0736'BLOCK FENCE, 99 FEET NORTH OF CENTER LINE OF CHARLES AVENUE,
 KV0736'ABOUT LEVEL WITH LAUREL AVENUE AND SET IN THE TOP OF A CONCRETE
 KV0736'POST PROJECTING 1 INCH.  NOTE-- TIDAL STA 18
 KV0736
 KV0736                          STATION RECOVERY (1964)
 KV0736
 KV0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0736'RECOVERED IN GOOD CONDITION.
 KV0736
 KV0736                          STATION RECOVERY (1986)
 KV0736
 KV0736'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0221 ***********************************************************************
 KV0221  DESIGNATION -  TIDAL 4 STA 10
 KV0221  PID         -  KV0221
 KV0221  STATE/COUNTY-  NJ/MIDDLESEX
 KV0221  USGS QUAD   -  ARTHUR KILL (1981)
 KV0221
 KV0221                         *CURRENT SURVEY CONTROL
 KV0221  ___________________________________________________________________
 KV0221* NAD 83(1986)-  40 35 16.     (N)    074 12 35.     (W)     SCALED    
 KV0221* NAVD 88     -         2.621  (meters)       8.60   (feet)  ADJUSTED  
 KV0221  ___________________________________________________________________
 KV0221  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV0221  DYNAMIC HT  -           2.620 (meters)       8.60  (feet)  COMP
 KV0221  MODELED GRAV-     980,222.3   (mgal)                       NAVD 88
 KV0221
 KV0221  VERT ORDER  -  FIRST     CLASS II
 KV0221
 KV0221.The horizontal coordinates were scaled from a topographic map and have
 KV0221.an estimated accuracy of +/- 6 seconds.
 KV0221
 KV0221.The orthometric height was determined by differential leveling
 KV0221.and adjusted by the National Geodetic Survey in June 1991..
 KV0221
 KV0221.The geoid height was determined by GEOID03.
 KV0221
 KV0221.The dynamic height is computed by dividing the NAVD 88
 KV0221.geopotential number by the normal gravity value computed on the
 KV0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0221.degrees latitude (g = 980.6199 gals.).
 KV0221
 KV0221.The modeled gravity was interpolated from observed gravity values.
 KV0221
 KV0221;                    North         East    Units  Estimated Accuracy
 KV0221;SPC NJ       -   194,820.      174,570.      MT  (+/- 180 meters Scaled)
 KV0221
 KV0221                          SUPERSEDED SURVEY CONTROL
 KV0221
 KV0221  NGVD 29 (04/16/92)    2.942  (m)            9.65   (f) ADJUSTED    1 2
 KV0221
 KV0221.Superseded values are not recommended for survey control.
 KV0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0221.See file dsdata.txt to determine how the superseded data were derived.
 KV0221
 KV0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK668932(NAD 83)
 KV0221_MARKER: DJ = TIDAL STATION DISK
 KV0221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0221_SP_SET: CONC PIER
 KV0221_STAMPING: NO 4 1951
 KV0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0221
 KV0221  HISTORY     - Date     Condition        Report By
 KV0221  HISTORY     - 1951     MONUMENTED       CGS
 KV0221  HISTORY     - 1952     GOOD             CGS
 KV0221
 KV0221                          STATION DESCRIPTION
 KV0221
 KV0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0221'AT CARTERET.
 KV0221'AT CARTERET, ABOUT 0.3 MILE NORTH ALONG LAFAYETTE STREET FROM
 KV0221'JUNCTION OF ROOSEVELT AVENUE, AT THE AMERICAN MINERAL SPIRITS
 KV0221'COMPANY PLANT, SET IN THE TOP OF THE FIRST CONCRETE PIER EAST OF
 KV0221'A BLACK TOP DRIVE WHICH SUPPORTS 7 PIPES LEADING TO DOCKS, 33
 KV0221'FEET SOUTHWEST OF SOUTHWEST CORNER OF FIRE HOUSE NO. 1-6, 132
 KV0221'FEET SOUTHEAST OF SOUTHEAST CORNER OF CARBIDE AND CARBON SHIPPING
 KV0221'DEPT. BUILDING, 75 FEET NORTHEAST OF NORTHEAST FACE OF TANK
 KV0221'NO. 49 AND ABOUT 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0703 ***********************************************************************
 KV0703  DESIGNATION -  TIDAL 4 STA 19
 KV0703  PID         -  KV0703
 KV0703  STATE/COUNTY-  NJ/MONMOUTH
 KV0703  USGS QUAD   -  SANDY HOOK (1981)
 KV0703
 KV0703                         *CURRENT SURVEY CONTROL
 KV0703  ___________________________________________________________________
 KV0703* NAD 83(1986)-  40 28 16.     (N)    074 00 29.     (W)     SCALED    
 KV0703* NAVD 88     -         3.423  (meters)      11.23   (feet)  POSTED    
 KV0703  ___________________________________________________________________
 KV0703  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV0703  DYNAMIC HT  -           3.420 (meters)      11.22  (feet)  COMP
 KV0703  MODELED GRAV-     980,205.3   (mgal)                       NAVD 88
 KV0703
 KV0703  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 KV0703
 KV0703.The horizontal coordinates were scaled from a topographic map and have
 KV0703.an estimated accuracy of +/- 6 seconds.
 KV0703
 KV0703.The orthometric height was determined by differential leveling
 KV0703.and adjusted by the National Geodetic Survey in 1992..
 KV0703.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 KV0703.rate greater than 8.0 mm/km.
 KV0703
 KV0703.The geoid height was determined by GEOID03.
 KV0703
 KV0703.The dynamic height is computed by dividing the NAVD 88
 KV0703.geopotential number by the normal gravity value computed on the
 KV0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0703.degrees latitude (g = 980.6199 gals.).
 KV0703
 KV0703.The modeled gravity was interpolated from observed gravity values.
 KV0703
 KV0703;                    North         East    Units  Estimated Accuracy
 KV0703;SPC NJ       -   181,940.      191,720.      MT  (+/- 180 meters Scaled)
 KV0703
 KV0703                          SUPERSEDED SURVEY CONTROL
 KV0703
 KV0703  NGVD 29 (04/16/92)    3.736  (m)           12.26   (f) ADJUSTED    1 2
 KV0703
 KV0703.Superseded values are not recommended for survey control.
 KV0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0703.See file dsdata.txt to determine how the superseded data were derived.
 KV0703
 KV0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK840805(NAD 83)
 KV0703_MARKER: DJ = TIDAL STATION DISK
 KV0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0703_SP_SET: LANDING
 KV0703_STAMPING: 4 1923
 KV0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0703
 KV0703  HISTORY     - Date     Condition        Report By
 KV0703  HISTORY     - 1923     MONUMENTED       CGS
 KV0703  HISTORY     - 1952     GOOD             CGS
 KV0703  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0703  HISTORY     - 19980903 MARK NOT FOUND   USPSQD
 KV0703
 KV0703                          STATION DESCRIPTION
 KV0703
 KV0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0703'AT FORT HANCOCK.
 KV0703'AT FORT HANCOCK, ABOUT 0.2 MILE EAST ALONG A BLACK TOP ROAD
 KV0703'FROM THE U.S. COAST GUARD HEADQUARTERS, SET IN THE TOP OF THE
 KV0703'FIRST LANDING LEADING TO A PIT, 4 FEET NORTH OF SOUTH EDGE OF
 KV0703'LANDING, 2 1/2 FEET EAST OF EAST FACE OF WALL AND ABOUT 4 FEET
 KV0703'ABOVE STREET.
 KV0703
 KV0703                          STATION RECOVERY (1964)
 KV0703
 KV0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0703'MARK NOT FOUND.
 KV0703
 KV0703                          STATION RECOVERY (1998)
 KV0703
 KV0703'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV0703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0880 ***********************************************************************
 KV0880  DESIGNATION -  TIDAL 4 STA 23
 KV0880  PID         -  KV0880
 KV0880  STATE/COUNTY-  NJ/MONMOUTH
 KV0880  USGS QUAD   -  LONG BRANCH (1981)
 KV0880
 KV0880                         *CURRENT SURVEY CONTROL
 KV0880  ___________________________________________________________________
 KV0880* NAD 83(1986)-  40 21 15.     (N)    074 03 56.     (W)     SCALED    
 KV0880* NAVD 88     -         2.130  (meters)       6.99   (feet)  ADJUSTED  
 KV0880  ___________________________________________________________________
 KV0880  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV0880  DYNAMIC HT  -           2.129 (meters)       6.98  (feet)  COMP
 KV0880  MODELED GRAV-     980,201.0   (mgal)                       NAVD 88
 KV0880
 KV0880  VERT ORDER  -  SECOND    CLASS 0
 KV0880
 KV0880.The horizontal coordinates were scaled from a topographic map and have
 KV0880.an estimated accuracy of +/- 6 seconds.
 KV0880
 KV0880.The orthometric height was determined by differential leveling
 KV0880.and adjusted by the National Geodetic Survey in June 1991..
 KV0880
 KV0880.The geoid height was determined by GEOID03.
 KV0880
 KV0880.The dynamic height is computed by dividing the NAVD 88
 KV0880.geopotential number by the normal gravity value computed on the
 KV0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0880.degrees latitude (g = 980.6199 gals.).
 KV0880
 KV0880.The modeled gravity was interpolated from observed gravity values.
 KV0880
 KV0880;                    North         East    Units  Estimated Accuracy
 KV0880;SPC NJ       -   168,930.      186,900.      MT  (+/- 180 meters Scaled)
 KV0880
 KV0880                          SUPERSEDED SURVEY CONTROL
 KV0880
 KV0880  NGVD 29 (04/16/92)    2.450  (m)            8.04   (f) ADJUSTED    2 0
 KV0880
 KV0880.Superseded values are not recommended for survey control.
 KV0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0880.See file dsdata.txt to determine how the superseded data were derived.
 KV0880
 KV0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK793674(NAD 83)
 KV0880_MARKER: DJ = TIDAL STATION DISK
 KV0880_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0880_SP_SET: FLAGPOLE BASE
 KV0880_STAMPING: NO 4 1938
 KV0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0880
 KV0880  HISTORY     - Date     Condition        Report By
 KV0880  HISTORY     - 1938     MONUMENTED       CGS
 KV0880  HISTORY     - 1961     GOOD             CGS
 KV0880  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0880  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 KV0880
 KV0880                          STATION DESCRIPTION
 KV0880
 KV0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0880'AT RED BANK.
 KV0880'A DRILL SET IN THE SOUTHEAST CORNER OF THE CONCRETE BASE OF THE
 KV0880'NEW AND ONLY FLAGPOLE IN THE TOWN PARK AT THE FOOT OF WATER STREET.
 KV0880'THE FLAGPOLE IS IN THE CENTER OF THE PARK.
 KV0880
 KV0880                          STATION RECOVERY (1985)
 KV0880
 KV0880'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0880'MARK NOT FOUND.
 KV0880
 KV0880                          STATION RECOVERY (1997)
 KV0880
 KV0880'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV0880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0610 ***********************************************************************
 KV0610  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0610  DESIGNATION -  TIDAL 4 STA 4
 KV0610  PID         -  KV0610
 KV0610  STATE/COUNTY-  NJ/HUDSON
 KV0610  USGS QUAD   -  JERSEY CITY (1981)
 KV0610
 KV0610                         *CURRENT SURVEY CONTROL
 KV0610  ___________________________________________________________________
 KV0610* NAD 83(1986)-  40 38 56.     (N)    074 05 54.     (W)     SCALED    
 KV0610* NAVD 88     -         2.656  (meters)       8.71   (feet)  ADJUSTED  
 KV0610  ___________________________________________________________________
 KV0610  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV0610  DYNAMIC HT  -           2.655 (meters)       8.71  (feet)  COMP
 KV0610  MODELED GRAV-     980,230.0   (mgal)                       NAVD 88
 KV0610
 KV0610  VERT ORDER  -  FIRST     CLASS II
 KV0610
 KV0610.The horizontal coordinates were scaled from a topographic map and have
 KV0610.an estimated accuracy of +/- 6 seconds.
 KV0610
 KV0610.The orthometric height was determined by differential leveling
 KV0610.and adjusted by the National Geodetic Survey in June 1991..
 KV0610
 KV0610.This Tidal Bench Mark is designated as VM 2496
 KV0610.by the Center for Operational Oceanographic Products and Services.
 KV0610
 KV0610.The geoid height was determined by GEOID03.
 KV0610
 KV0610.The dynamic height is computed by dividing the NAVD 88
 KV0610.geopotential number by the normal gravity value computed on the
 KV0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0610.degrees latitude (g = 980.6199 gals.).
 KV0610
 KV0610.The modeled gravity was interpolated from observed gravity values.
 KV0610
 KV0610;                    North         East    Units  Estimated Accuracy
 KV0610;SPC NJ       -   201,640.      183,970.      MT  (+/- 180 meters Scaled)
 KV0610
 KV0610                          SUPERSEDED SURVEY CONTROL
 KV0610
 KV0610  NGVD 29 (04/16/92)    2.996  (m)            9.83   (f) ADJUSTED    1 2
 KV0610
 KV0610.Superseded values are not recommended for survey control.
 KV0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0610.See file dsdata.txt to determine how the superseded data were derived.
 KV0610
 KV0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL762001(NAD 83)
 KV0610_MARKER: DJ = TIDAL STATION DISK
 KV0610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0610_SP_SET: CONC WALK
 KV0610_STAMPING: NO 4 1949
 KV0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0610
 KV0610  HISTORY     - Date     Condition        Report By
 KV0610  HISTORY     - 1949     MONUMENTED       CGS
 KV0610  HISTORY     - 1952     GOOD             CGS
 KV0610  HISTORY     - 19940901 MARK NOT FOUND   USPSQD
 KV0610
 KV0610                          STATION DESCRIPTION
 KV0610
 KV0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0610'AT BAYONNE.
 KV0610'AT BAYONNE, ABOUT 1.6 MILES SOUTHEAST ALONG EXTENSION OF EAST
 KV0610'30TH STREET FROM PUBLIC SCHOOL NO. 5, AT CONSTABLE HOOK, ON THE
 KV0610'DOCKS OF THE ESSO OIL COMPANY, AT THE INSHORE END OF PIER NO. 6,
 KV0610'SET IN THE TOP OF THE SOUTHWEST EDGE OF A SHORT CONCRETE WALK AT
 KV0610'THE WEST CORNER OF PIER NO. 6, 3 FEET SOUTHWEST OF THE EXTENDED
 KV0610'SOUTHWEST EDGE OF PIER, 4 FEET NORTHWEST OF BULKHEAD AND LEVEL WITH
 KV0610'PIER.  NOTE-- MARK IS SET IN A RAISED PART OF CONCRETE AND NOT
 KV0610'DRILLED IN WALK PROPER.  DISK LEANS TO THE NORTH.
 KV0610
 KV0610                          STATION RECOVERY (1994)
 KV0610
 KV0610'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0331 ***********************************************************************
 KV0331  DESIGNATION -  TIDAL 4 STA 5
 KV0331  PID         -  KV0331
 KV0331  STATE/COUNTY-  NJ/HUDSON
 KV0331  USGS QUAD   -  ELIZABETH (1995)
 KV0331
 KV0331                         *CURRENT SURVEY CONTROL
 KV0331  ___________________________________________________________________
 KV0331* NAD 83(1986)-  40 38 46.     (N)    074 08 35.     (W)     SCALED    
 KV0331* NAVD 88     -         2.472  (meters)       8.11   (feet)  ADJUSTED  
 KV0331  ___________________________________________________________________
 KV0331  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KV0331  DYNAMIC HT  -           2.471 (meters)       8.11  (feet)  COMP
 KV0331  MODELED GRAV-     980,227.7   (mgal)                       NAVD 88
 KV0331
 KV0331  VERT ORDER  -  FIRST     CLASS II
 KV0331
 KV0331.The horizontal coordinates were scaled from a topographic map and have
 KV0331.an estimated accuracy of +/- 6 seconds.
 KV0331
 KV0331.The orthometric height was determined by differential leveling
 KV0331.and adjusted by the National Geodetic Survey in June 1991..
 KV0331
 KV0331.The geoid height was determined by GEOID03.
 KV0331
 KV0331.The dynamic height is computed by dividing the NAVD 88
 KV0331.geopotential number by the normal gravity value computed on the
 KV0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0331.degrees latitude (g = 980.6199 gals.).
 KV0331
 KV0331.The modeled gravity was interpolated from observed gravity values.
 KV0331
 KV0331;                    North         East    Units  Estimated Accuracy
 KV0331;SPC NJ       -   201,310.      180,190.      MT  (+/- 180 meters Scaled)
 KV0331
 KV0331                          SUPERSEDED SURVEY CONTROL
 KV0331
 KV0331  NGVD 29 (04/16/92)    2.808  (m)            9.21   (f) ADJUSTED    1 2
 KV0331
 KV0331.Superseded values are not recommended for survey control.
 KV0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0331.See file dsdata.txt to determine how the superseded data were derived.
 KV0331
 KV0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK724998(NAD 83)
 KV0331_MARKER: DJ = TIDAL STATION DISK
 KV0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0331_SP_SET: STEP
 KV0331_STAMPING: NO 4 1953
 KV0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0331
 KV0331  HISTORY     - Date     Condition        Report By
 KV0331  HISTORY     - 1953     MONUMENTED       CGS
 KV0331  HISTORY     - 1961     GOOD             CGS
 KV0331  HISTORY     - 19940901 MARK NOT FOUND   USPSQD
 KV0331
 KV0331                          STATION DESCRIPTION
 KV0331
 KV0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0331'AT BAYONNE.
 KV0331'NEAR THE SOUTHEAST CORNER OF THE STORAGE YARD OF THE GENERAL
 KV0331'CABLE CORPORATION.  SET IN A DRILL HOLE IN THE CONCRETE STEP AT
 KV0331'THE NORTH ENTRANCE TO PUMP HOUSE BUILDING NO. 004.  IT IS JUST
 KV0331'WEST OF THE SOUTH END OF RAILROAD TRACKS TO DOCK.  IT IS ABOUT 30
 KV0331'FEET NORTH OF THE SEA WALL AND AT THE EAST END OF THE NORTH DOOR.
 KV0331
 KV0331                          STATION RECOVERY (1994)
 KV0331
 KV0331'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0230 ***********************************************************************
 JU0230  DESIGNATION -  TIDAL 4 STA 52
 JU0230  PID         -  JU0230
 JU0230  STATE/COUNTY-  NJ/OCEAN
 JU0230  USGS QUAD   -  TUCKERTON (1995)
 JU0230
 JU0230                         *CURRENT SURVEY CONTROL
 JU0230  ___________________________________________________________________
 JU0230* NAD 83(1986)-  39 34 44.     (N)    074 19 56.     (W)     SCALED    
 JU0230* NAVD 88     -         0.340  (meters)       1.12   (feet)  ADJUSTED  
 JU0230  ___________________________________________________________________
 JU0230  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JU0230  DYNAMIC HT  -           0.340 (meters)       1.12  (feet)  COMP
 JU0230  MODELED GRAV-     980,147.3   (mgal)                       NAVD 88
 JU0230
 JU0230  VERT ORDER  -  SECOND    CLASS 0
 JU0230
 JU0230.The horizontal coordinates were scaled from a topographic map and have
 JU0230.an estimated accuracy of +/- 6 seconds.
 JU0230
 JU0230.The orthometric height was determined by differential leveling
 JU0230.and adjusted by the National Geodetic Survey in June 1991..
 JU0230
 JU0230.The geoid height was determined by GEOID03.
 JU0230
 JU0230.The dynamic height is computed by dividing the NAVD 88
 JU0230.geopotential number by the normal gravity value computed on the
 JU0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0230.degrees latitude (g = 980.6199 gals.).
 JU0230
 JU0230.The modeled gravity was interpolated from observed gravity values.
 JU0230
 JU0230;                    North         East    Units  Estimated Accuracy
 JU0230;SPC NJ       -    82,780.      164,410.      MT  (+/- 180 meters Scaled)
 JU0230
 JU0230                          SUPERSEDED SURVEY CONTROL
 JU0230
 JU0230  NGVD 29 (??/??/??)    0.731  (m)            2.40   (f) ADJUSTED    2 0
 JU0230
 JU0230.Superseded values are not recommended for survey control.
 JU0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0230.See file dsdata.txt to determine how the superseded data were derived.
 JU0230
 JU0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ573812(NAD 83)
 JU0230_MARKER: DJ = TIDAL STATION DISK
 JU0230_SETTING: 0 = UNSPECIFIED SETTING
 JU0230_STAMPING: NO 1 1936
 JU0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0230
 JU0230  HISTORY     - Date     Condition        Report By
 JU0230  HISTORY     - 1936     MONUMENTED       CGS
 JU0230  HISTORY     - 1961     GOOD             CGS
 JU0230  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0230
 JU0230                          STATION DESCRIPTION
 JU0230
 JU0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0230'1.7 MI S FROM TUCKERTON.
 JU0230'1.7 MILE SOUTH ON SOUTH GREEN STREET FROM THE JUNCTION OF U.S.
 JU0230'HIGHWAY 9, 0.2 MILE NORTHWEST OF THE SOUTH END OF GREEN STREET AT
 JU0230'WATER EDGE, 110 FEET NORTHEAST OF THE CENTERLINE OF THE STREET,
 JU0230'118 FEET NORTH OF POWER POLE NO. P 21377 AND 1.5 FEET NORTHWEST
 JU0230'OF A METAL WITNESS POST.  SET IN AN 8 INCH TILE FILLED WITH
 JU0230'CONCRETE LEVEL WITH THE GROUND AND ABOUT ONE FOOT LOWER THAN THE
 JU0230'STREET.
 JU0230
 JU0230                          STATION RECOVERY (1985)
 JU0230
 JU0230'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0244 ***********************************************************************
 JU0244  DESIGNATION -  TIDAL 4 STA 55
 JU0244  PID         -  JU0244
 JU0244  STATE/COUNTY-  NJ/OCEAN
 JU0244  USGS QUAD   -  TUCKERTON (1995)
 JU0244
 JU0244                         *CURRENT SURVEY CONTROL
 JU0244  ___________________________________________________________________
 JU0244* NAD 83(1986)-  39 31 07.     (N)    074 20 11.     (W)     SCALED    
 JU0244* NAVD 88     -         1.692  (meters)       5.55   (feet)  ADJUSTED  
 JU0244  ___________________________________________________________________
 JU0244  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JU0244  DYNAMIC HT  -           1.691 (meters)       5.55  (feet)  COMP
 JU0244  MODELED GRAV-     980,134.4   (mgal)                       NAVD 88
 JU0244
 JU0244  VERT ORDER  -  SECOND    CLASS 0
 JU0244
 JU0244.The horizontal coordinates were scaled from a topographic map and have
 JU0244.an estimated accuracy of +/- 6 seconds.
 JU0244
 JU0244.The orthometric height was determined by differential leveling
 JU0244.and adjusted by the National Geodetic Survey in June 1991..
 JU0244
 JU0244.The geoid height was determined by GEOID03.
 JU0244
 JU0244.The dynamic height is computed by dividing the NAVD 88
 JU0244.geopotential number by the normal gravity value computed on the
 JU0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0244.degrees latitude (g = 980.6199 gals.).
 JU0244
 JU0244.The modeled gravity was interpolated from observed gravity values.
 JU0244
 JU0244;                    North         East    Units  Estimated Accuracy
 JU0244;SPC NJ       -    76,080.      164,070.      MT  (+/- 180 meters Scaled)
 JU0244
 JU0244                          SUPERSEDED SURVEY CONTROL
 JU0244
 JU0244  NGVD 29 (??/??/??)    2.079  (m)            6.82   (f) ADJUSTED    2 0
 JU0244
 JU0244.Superseded values are not recommended for survey control.
 JU0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0244.See file dsdata.txt to determine how the superseded data were derived.
 JU0244
 JU0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ570745(NAD 83)
 JU0244_MARKER: DJ = TIDAL STATION DISK
 JU0244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0244_SP_SET: FOUNDATION
 JU0244_STAMPING: NO 4 1946
 JU0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0244
 JU0244  HISTORY     - Date     Condition        Report By
 JU0244  HISTORY     - 1946     MONUMENTED       CGS
 JU0244  HISTORY     - 1961     GOOD             CGS
 JU0244
 JU0244                          STATION DESCRIPTION
 JU0244
 JU0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0244'7.1 MI S FROM TUCKERTON.
 JU0244'0.3 MILE SOUTHWEST ON U.S. HIGHWAY 9 FROM THE POST OFFICE AT
 JU0244'TUCKERTON, THENCE 5.9 MILES SOUTH ON GREAT BAY BOULEVARD, THENCE
 JU0244'ABOUT 0.8 MILE WEST ACROSS MARSH TO THE WEST SIDE OF NEWMANS
 JU0244'THOROFARE, (REACHED ONLY BY BOAT) AT THE NORTHEAST CORNER OF A
 JU0244'FISH PRODUCT FACTORY BUILDING, AT ABOUT THE CENTER OF A GROUP
 JU0244'OF BUILDINGS, 25 FEET WEST OF THE EDGE OF THE DOCK.  SET IN THE
 JU0244'CONCRETE FOUNDATION 1.5 FEET WEST OF THE NORTHWEST CORNER OF THE
 JU0244'BUILDING.  HORIZONTAL DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0266 ***********************************************************************
 KV0266  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0266  DESIGNATION -  TIDAL 4 STA 7
 KV0266  PID         -  KV0266
 KV0266  STATE/COUNTY-  NJ/HUDSON
 KV0266  USGS QUAD   -  JERSEY CITY (1981)
 KV0266
 KV0266                         *CURRENT SURVEY CONTROL
 KV0266  ___________________________________________________________________
 KV0266* NAD 83(1986)-  40 43 56.     (N)    074 07 00.     (W)     SCALED    
 KV0266* NAVD 88     -         5.420  (meters)      17.78   (feet)  ADJUSTED  
 KV0266  ___________________________________________________________________
 KV0266  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KV0266  DYNAMIC HT  -           5.418 (meters)      17.78  (feet)  COMP
 KV0266  MODELED GRAV-     980,233.2   (mgal)                       NAVD 88
 KV0266
 KV0266  VERT ORDER  -  FIRST     CLASS I
 KV0266
 KV0266.The horizontal coordinates were scaled from a topographic map and have
 KV0266.an estimated accuracy of +/- 6 seconds.
 KV0266
 KV0266.The orthometric height was determined by differential leveling
 KV0266.and adjusted by the National Geodetic Survey in June 1991..
 KV0266.WARNING-Repeat measurements at this control monument indicate possible
 KV0266.vertical movement.
 KV0266
 KV0266.This Tidal Bench Mark is designated as VM 2483
 KV0266.by the Center for Operational Oceanographic Products and Services.
 KV0266
 KV0266.The geoid height was determined by GEOID03.
 KV0266
 KV0266.The dynamic height is computed by dividing the NAVD 88
 KV0266.geopotential number by the normal gravity value computed on the
 KV0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0266.degrees latitude (g = 980.6199 gals.).
 KV0266
 KV0266.The modeled gravity was interpolated from observed gravity values.
 KV0266
 KV0266;                    North         East    Units  Estimated Accuracy
 KV0266;SPC NJ       -   210,880.      182,380.      MT  (+/- 180 meters Scaled)
 KV0266
 KV0266                          SUPERSEDED SURVEY CONTROL
 KV0266
 KV0266  NGVD 29 (04/16/92)    5.768  (m)           18.92   (f) ADJUSTED    1 1
 KV0266
 KV0266.Superseded values are not recommended for survey control.
 KV0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0266.See file dsdata.txt to determine how the superseded data were derived.
 KV0266
 KV0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL745094(NAD 83)
 KV0266_MARKER: DJ = TIDAL STATION DISK
 KV0266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0266_SP_SET: CONC MONUMENT
 KV0266_STAMPING: NO 4 1953
 KV0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0266
 KV0266  HISTORY     - Date     Condition        Report By
 KV0266  HISTORY     - 1953     MONUMENTED       CGS
 KV0266  HISTORY     - 1961     GOOD             CGS
 KV0266  HISTORY     - 1965     GOOD             CGS
 KV0266
 KV0266                          STATION DESCRIPTION
 KV0266
 KV0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0266'AT KEARNY.
 KV0266'ABOUT 0.5 MILE NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POLICE
 KV0266'AND FIRE STATION, NEAR THE NORTHEAST ABUTMENT OF OLD ABANDONED
 KV0266'LINCOLN HIGHWAY BRIDGE OVER PASSAIC RIVER, IN TOP OF A 3 X 4 FOOT
 KV0266'CONCRETE MONUMENT BETWEEN CONCRETE RETAINING WALL AND OLD ABUTMENT,
 KV0266'51 FEET NORTHEAST OF BENCH MARK RV B, 12 FEET NORTHWEST OF WALL,
 KV0266'9 FEET SOUTHWEST OF NORTHEAST EDGE OF ABUTMENT AND 3 FEET ABOVE
 KV0266'THE LEVEL OF THE GROUND.
 KV0266
 KV0266                          STATION RECOVERY (1965)
 KV0266
 KV0266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0251 ***********************************************************************
 KV0251  DESIGNATION -  TIDAL 4 STA 8
 KV0251  PID         -  KV0251
 KV0251  STATE/COUNTY-  NJ/ESSEX
 KV0251  USGS QUAD   -  ELIZABETH (1995)
 KV0251
 KV0251                         *CURRENT SURVEY CONTROL
 KV0251  ___________________________________________________________________
 KV0251* NAD 83(1986)-  40 41 36.     (N)    074 08 14.     (W)     SCALED    
 KV0251* NAVD 88     -         2.294  (meters)       7.53   (feet)  ADJUSTED  
 KV0251  ___________________________________________________________________
 KV0251  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KV0251  DYNAMIC HT  -           2.293 (meters)       7.52  (feet)  COMP
 KV0251  MODELED GRAV-     980,230.3   (mgal)                       NAVD 88
 KV0251
 KV0251  VERT ORDER  -  FIRST     CLASS II
 KV0251
 KV0251.The horizontal coordinates were scaled from a topographic map and have
 KV0251.an estimated accuracy of +/- 6 seconds.
 KV0251
 KV0251.The orthometric height was determined by differential leveling
 KV0251.and adjusted by the National Geodetic Survey in June 1991..
 KV0251
 KV0251.The geoid height was determined by GEOID03.
 KV0251
 KV0251.The dynamic height is computed by dividing the NAVD 88
 KV0251.geopotential number by the normal gravity value computed on the
 KV0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0251.degrees latitude (g = 980.6199 gals.).
 KV0251
 KV0251.The modeled gravity was interpolated from observed gravity values.
 KV0251
 KV0251;                    North         East    Units  Estimated Accuracy
 KV0251;SPC NJ       -   206,560.      180,660.      MT  (+/- 180 meters Scaled)
 KV0251
 KV0251                          SUPERSEDED SURVEY CONTROL
 KV0251
 KV0251  NGVD 29 (04/16/92)    2.633  (m)            8.64   (f) ADJUSTED    1 2
 KV0251
 KV0251.Superseded values are not recommended for survey control.
 KV0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0251.See file dsdata.txt to determine how the superseded data were derived.
 KV0251
 KV0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL728050(NAD 83)
 KV0251_MARKER: DJ = TIDAL STATION DISK
 KV0251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0251_SP_SET: BUILDING FOUNDATION
 KV0251_STAMPING: NO 4 1951
 KV0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0251
 KV0251  HISTORY     - Date     Condition        Report By
 KV0251  HISTORY     - 1951     MONUMENTED       CGS
 KV0251  HISTORY     - 1952     GOOD             CGS
 KV0251  HISTORY     - 20010314 MARK NOT FOUND   PORANY
 KV0251
 KV0251                          STATION DESCRIPTION
 KV0251
 KV0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0251'AT NEWARK.
 KV0251'AT NEWARK, AT PORT NEWARK, SET IN THE TOP OF THE CONCRETE
 KV0251'FOUNDATION AT THE NORTH CORNER OF BUILDING NO. 6 (A LARGE
 KV0251'BUILDING WITH CORRUGATED TIN SIDING), 21 FEET SOUTHWEST OF CENTER
 KV0251'LINE OF GILLIAN STREET, 1 FOOT NORTH OF NORTH CORNER OF BUILDING,
 KV0251'AND ABOUT LEVEL WITH STREET.
 KV0251
 KV0251                          STATION RECOVERY (2001)
 KV0251
 KV0251'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV0251'BUILDINGS DEMOLISHED AND WHARF RECONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU1010 ***********************************************************************
 JU1010  TIDAL BM    -  This is a Tidal Bench Mark.
 JU1010  DESIGNATION -  TIDAL 4 STA 90
 JU1010  PID         -  JU1010
 JU1010  STATE/COUNTY-  NJ/CUMBERLAND
 JU1010  USGS QUAD   -  FORTESCUE (1992)
 JU1010
 JU1010                         *CURRENT SURVEY CONTROL
 JU1010  ___________________________________________________________________
 JU1010* NAD 83(1986)-  39 14 18.     (N)    075 10 20.     (W)     SCALED    
 JU1010* NAVD 88     -         1.762  (meters)       5.78   (feet)  ADJUSTED  
 JU1010  ___________________________________________________________________
 JU1010  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 JU1010  DYNAMIC HT  -           1.761 (meters)       5.78  (feet)  COMP
 JU1010  MODELED GRAV-     980,094.1   (mgal)                       NAVD 88
 JU1010
 JU1010  VERT ORDER  -  SECOND    CLASS 0
 JU1010
 JU1010.The horizontal coordinates were scaled from a topographic map and have
 JU1010.an estimated accuracy of +/- 6 seconds.
 JU1010
 JU1010.The orthometric height was determined by differential leveling
 JU1010.and adjusted by the National Geodetic Survey in June 1991..
 JU1010
 JU1010.This Tidal Bench Mark is designated as VM 2786
 JU1010.by the Center for Operational Oceanographic Products and Services.
 JU1010
 JU1010.This Tidal Bench Mark is designated as VM 15519
 JU1010.by the Center for Operational Oceanographic Products and Services.
 JU1010
 JU1010.The geoid height was determined by GEOID03.
 JU1010
 JU1010.The dynamic height is computed by dividing the NAVD 88
 JU1010.geopotential number by the normal gravity value computed on the
 JU1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1010.degrees latitude (g = 980.6199 gals.).
 JU1010
 JU1010.The modeled gravity was interpolated from observed gravity values.
 JU1010
 JU1010;                    North         East    Units  Estimated Accuracy
 JU1010;SPC NJ       -    45,170.       91,970.      MT  (+/- 180 meters Scaled)
 JU1010
 JU1010                          SUPERSEDED SURVEY CONTROL
 JU1010
 JU1010  NGVD 29 (04/16/92)    2.093  (m)            6.87   (f) ADJUSTED    2 0
 JU1010
 JU1010.Superseded values are not recommended for survey control.
 JU1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1010.See file dsdata.txt to determine how the superseded data were derived.
 JU1010
 JU1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ851432(NAD 83)
 JU1010_MARKER: DJ = TIDAL STATION DISK
 JU1010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1010_SP_SET: CONCRETE FOOTING
 JU1010_STAMPING: NO 4 1953
 JU1010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1010
 JU1010  HISTORY     - Date     Condition        Report By
 JU1010  HISTORY     - 1953     MONUMENTED       CGS
 JU1010  HISTORY     - 1961     GOOD             CGS
 JU1010  HISTORY     - 20050824 GOOD             NJDEP
 JU1010
 JU1010                          STATION DESCRIPTION
 JU1010
 JU1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU1010'AT FORTESCUE.
 JU1010'95 FEET NORTHEAST OF THE CENTER LINE OF MAIN STREET, 75.5 FEET
 JU1010'SOUTHWEST OF THE CENTER LINE OF GARRISON AVENUE.  SET IN A DRILL
 JU1010'HOLE IN THE EAST PORTION OF THE CONCRETE FOOTING OF THE TELEVISION
 JU1010'ANTENNA LOCATED 19 FEET EAST OF THE EAST CORNER OF THE CHIMNEY
 JU1010'OF THE GEROD RESIDENCE AND THE MARK IS ABOUT 1 FOOT ABOVE THE
 JU1010'LEVEL OF THE GROUND.
 JU1010
 JU1010                          STATION RECOVERY (2005)
 JU1010
 JU1010'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2005 (WM)
 JU1010'MAIN STREET IS NOW NAMED DELAWARE AVENUE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0982 ***********************************************************************
 JU0982  DESIGNATION -  TIDAL 4 STA 92
 JU0982  PID         -  JU0982
 JU0982  STATE/COUNTY-  NJ/CUMBERLAND
 JU0982  USGS QUAD   -  CANTON (1993)
 JU0982
 JU0982                         *CURRENT SURVEY CONTROL
 JU0982  ___________________________________________________________________
 JU0982* NAD 83(1986)-  39 22 57.     (N)    075 23 42.     (W)     SCALED    
 JU0982* NAVD 88     -         1.499  (meters)       4.92   (feet)  ADJUSTED  
 JU0982  ___________________________________________________________________
 JU0982  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JU0982  DYNAMIC HT  -           1.498 (meters)       4.91  (feet)  COMP
 JU0982  MODELED GRAV-     980,114.3   (mgal)                       NAVD 88
 JU0982
 JU0982  VERT ORDER  -  SECOND    CLASS 0
 JU0982
 JU0982.The horizontal coordinates were scaled from a topographic map and have
 JU0982.an estimated accuracy of +/- 6 seconds.
 JU0982
 JU0982.The orthometric height was determined by differential leveling
 JU0982.and adjusted by the National Geodetic Survey in June 1991..
 JU0982
 JU0982.The geoid height was determined by GEOID03.
 JU0982
 JU0982.The dynamic height is computed by dividing the NAVD 88
 JU0982.geopotential number by the normal gravity value computed on the
 JU0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0982.degrees latitude (g = 980.6199 gals.).
 JU0982
 JU0982.The modeled gravity was interpolated from observed gravity values.
 JU0982
 JU0982;                    North         East    Units  Estimated Accuracy
 JU0982;SPC NJ       -    61,340.       72,900.      MT  (+/- 180 meters Scaled)
 JU0982
 JU0982                          SUPERSEDED SURVEY CONTROL
 JU0982
 JU0982  NGVD 29 (04/16/92)    1.801  (m)            5.91   (f) ADJUSTED    2 0
 JU0982
 JU0982.Superseded values are not recommended for survey control.
 JU0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0982.See file dsdata.txt to determine how the superseded data were derived.
 JU0982
 JU0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ659592(NAD 83)
 JU0982_MARKER: DJ = TIDAL STATION DISK
 JU0982_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0982_SP_SET: CONCRETE TILE
 JU0982_STAMPING: NO 4 1953
 JU0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0982
 JU0982  HISTORY     - Date     Condition        Report By
 JU0982  HISTORY     - 1933     MONUMENTED       CGS
 JU0982  HISTORY     - 1961     GOOD             CGS
 JU0982  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 JU0982
 JU0982                          STATION DESCRIPTION
 JU0982
 JU0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0982'0.4 MI NE FROM BAYSIDE.
 JU0982'0.35 MILE NORTHEAST ON BAYSIDE (ABANDONED RAILROAD) FROM FISCHER
 JU0982'PIER IN BAYSIDE, ON THE RIGHT OF WAY OF THE ABANDONED RAILROAD
 JU0982'JUST NORTHEAST OF WHERE THE ROAD LEAVES THE RAILROAD.  63.5
 JU0982'FEET NORTH AND ACROSS RHT ROAD FROM POWER POLE NO. 15553, 22.5
 JU0982'EAST OF TELEPHONE POLE 33317 AND 30 FEET SOUTHEAST OF THE CENTER
 JU0982'LINE OF BAY SIDE ROAD.  SET IN THE TOP OF A TILE PIPE FILLED
 JU0982'WITH CONCRETE 2 INCHES BELOW THE LEVEL OF THE GROUND.
 JU0982
 JU0982                          STATION RECOVERY (1995)
 JU0982
 JU0982'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0285 ***********************************************************************
 KV0285  DESIGNATION -  TIDAL 4 USE
 KV0285  PID         -  KV0285
 KV0285  STATE/COUNTY-  NJ/HUDSON
 KV0285  USGS QUAD   -  JERSEY CITY (1981)
 KV0285
 KV0285                         *CURRENT SURVEY CONTROL
 KV0285  ___________________________________________________________________
 KV0285* NAD 83(1986)-  40 44 40.     (N)    074 04 53.     (W)     SCALED    
 KV0285* NAVD 88     -         5.601  (meters)      18.38   (feet)  ADJUSTED  
 KV0285  ___________________________________________________________________
 KV0285  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KV0285  DYNAMIC HT  -           5.598 (meters)      18.37  (feet)  COMP
 KV0285  MODELED GRAV-     980,238.6   (mgal)                       NAVD 88
 KV0285
 KV0285  VERT ORDER  -  FIRST     CLASS I
 KV0285
 KV0285.The horizontal coordinates were scaled from a topographic map and have
 KV0285.an estimated accuracy of +/- 6 seconds.
 KV0285
 KV0285.The orthometric height was determined by differential leveling
 KV0285.and adjusted by the National Geodetic Survey in June 1991..
 KV0285.WARNING-Repeat measurements at this control monument indicate possible
 KV0285.vertical movement.
 KV0285
 KV0285.The geoid height was determined by GEOID03.
 KV0285
 KV0285.The dynamic height is computed by dividing the NAVD 88
 KV0285.geopotential number by the normal gravity value computed on the
 KV0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0285.degrees latitude (g = 980.6199 gals.).
 KV0285
 KV0285.The modeled gravity was interpolated from observed gravity values.
 KV0285
 KV0285;                    North         East    Units  Estimated Accuracy
 KV0285;SPC NJ       -   212,260.      185,350.      MT  (+/- 180 meters Scaled)
 KV0285
 KV0285                          SUPERSEDED SURVEY CONTROL
 KV0285
 KV0285  NGVD 29 (04/16/92)    5.947  (m)           19.51   (f) ADJUSTED    1 1
 KV0285
 KV0285.Superseded values are not recommended for survey control.
 KV0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0285.See file dsdata.txt to determine how the superseded data were derived.
 KV0285
 KV0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL775107(NAD 83)
 KV0285_MARKER: Q = CHISELED SQUARE
 KV0285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0285_SP_SET: BRIDGE
 KV0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0285
 KV0285  HISTORY     - Date     Condition        Report By
 KV0285  HISTORY     - 1934     MONUMENTED       DOD
 KV0285  HISTORY     - 1952     GOOD             CGS
 KV0285  HISTORY     - 1965     GOOD             CGS
 KV0285
 KV0285                          STATION DESCRIPTION
 KV0285
 KV0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0285'AT KEARNY.
 KV0285'AT KEARNY, ON THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD,
 KV0285'ON THE NORTHWEST BANK OF HACKENSACK RIVER, ON THE NORTHEAST
 KV0285'SIDE OF RAILROAD BRIDGE OVER RIVER, AND IS A 1 1/2-INCH OUTLINED
 KV0285'SQUARE ON THE TOP OF THE SOUTH CORNER OF THE SOUTHWEST WING
 KV0285'WALL OF AN OLD ABANDONED RAILROAD BRIDGE AND ABOUT LEVEL WITH
 KV0285'RAILROAD BED OF ABANDONED TRACK.
 KV0285
 KV0285                          STATION RECOVERY (1965)
 KV0285
 KV0285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0220 ***********************************************************************
 KV0220  DESIGNATION -  TIDAL 5 STA 10
 KV0220  PID         -  KV0220
 KV0220  STATE/COUNTY-  NJ/MIDDLESEX
 KV0220  USGS QUAD   -  ARTHUR KILL (1981)
 KV0220
 KV0220                         *CURRENT SURVEY CONTROL
 KV0220  ___________________________________________________________________
 KV0220* NAD 83(1986)-  40 35 14.     (N)    074 12 36.     (W)     SCALED    
 KV0220* NAVD 88     -         3.188  (meters)      10.46   (feet)  ADJUSTED  
 KV0220  ___________________________________________________________________
 KV0220  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV0220  DYNAMIC HT  -           3.187 (meters)      10.46  (feet)  COMP
 KV0220  MODELED GRAV-     980,222.3   (mgal)                       NAVD 88
 KV0220
 KV0220  VERT ORDER  -  FIRST     CLASS II
 KV0220
 KV0220.The horizontal coordinates were scaled from a topographic map and have
 KV0220.an estimated accuracy of +/- 6 seconds.
 KV0220
 KV0220.The orthometric height was determined by differential leveling
 KV0220.and adjusted by the National Geodetic Survey in June 1991..
 KV0220
 KV0220.The geoid height was determined by GEOID03.
 KV0220
 KV0220.The dynamic height is computed by dividing the NAVD 88
 KV0220.geopotential number by the normal gravity value computed on the
 KV0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0220.degrees latitude (g = 980.6199 gals.).
 KV0220
 KV0220.The modeled gravity was interpolated from observed gravity values.
 KV0220
 KV0220;                    North         East    Units  Estimated Accuracy
 KV0220;SPC NJ       -   194,750.      174,550.      MT  (+/- 180 meters Scaled)
 KV0220
 KV0220                          SUPERSEDED SURVEY CONTROL
 KV0220
 KV0220  NGVD 29 (04/16/92)    3.510  (m)           11.52   (f) ADJUSTED    1 2
 KV0220
 KV0220.Superseded values are not recommended for survey control.
 KV0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0220.See file dsdata.txt to determine how the superseded data were derived.
 KV0220
 KV0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK668932(NAD 83)
 KV0220_MARKER: DJ = TIDAL STATION DISK
 KV0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0220_SP_SET: CONC BLOCK
 KV0220_STAMPING: NO 5 1951
 KV0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0220
 KV0220  HISTORY     - Date     Condition        Report By
 KV0220  HISTORY     - 1951     MONUMENTED       CGS
 KV0220  HISTORY     - 1952     GOOD             CGS
 KV0220
 KV0220                          STATION DESCRIPTION
 KV0220
 KV0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0220'AT CARTERET.
 KV0220'AT CARTERET, ABOUT 0.3 MILE NORTH ALONG LAFAYETTE STREET FROM
 KV0220'JUNCTION OF ROOSEVELT AVENUE, AT THE AMERICAN MINERAL SPIRITS
 KV0220'COMPANY PLANT, ABOUT 110 YARDS SOUTH OF FIRE STATION NO. 1-6,
 KV0220'SET IN THE TOP OF THE NORTHWEST CORNER OF A CONCRETE BLOCK NEAR
 KV0220'NORTHWEST CORNER OF OLD DRUM BUILDING, 15 FEET WEST OF NORTHWEST
 KV0220'CORNER OF BUILDING, 12 FEET EAST OF CENTER LINE OF BLACK TOP
 KV0220'DRIVE, 25 FEET EAST OF FIRE VALVES TO TANKS NO. 22,23,24 AND 25,
 KV0220'AND ABOUT 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0735 ***********************************************************************
 KV0735  DESIGNATION -  TIDAL 5 STA 18
 KV0735  PID         -  KV0735
 KV0735  STATE/COUNTY-  NJ/MONMOUTH
 KV0735  USGS QUAD   -  KEYPORT (1977)
 KV0735
 KV0735                         *CURRENT SURVEY CONTROL
 KV0735  ___________________________________________________________________
 KV0735* NAD 83(1986)-  40 26 53.     (N)    074 08 33.     (W)     SCALED    
 KV0735* NAVD 88     -         2.688  (meters)       8.82   (feet)  ADJUSTED  
 KV0735  ___________________________________________________________________
 KV0735  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV0735  DYNAMIC HT  -           2.687 (meters)       8.82  (feet)  COMP
 KV0735  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 KV0735
 KV0735  VERT ORDER  -  FIRST     CLASS II
 KV0735
 KV0735.The horizontal coordinates were scaled from a topographic map and have
 KV0735.an estimated accuracy of +/- 6 seconds.
 KV0735
 KV0735.The orthometric height was determined by differential leveling
 KV0735.and adjusted by the National Geodetic Survey in June 1991..
 KV0735
 KV0735.The geoid height was determined by GEOID03.
 KV0735
 KV0735.The dynamic height is computed by dividing the NAVD 88
 KV0735.geopotential number by the normal gravity value computed on the
 KV0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0735.degrees latitude (g = 980.6199 gals.).
 KV0735
 KV0735.The modeled gravity was interpolated from observed gravity values.
 KV0735
 KV0735;                    North         East    Units  Estimated Accuracy
 KV0735;SPC NJ       -   179,320.      180,330.      MT  (+/- 180 meters Scaled)
 KV0735
 KV0735                          SUPERSEDED SURVEY CONTROL
 KV0735
 KV0735  NGVD 29 (04/16/92)    2.973  (m)            9.75   (f) ADJUSTED    1 2
 KV0735
 KV0735.Superseded values are not recommended for survey control.
 KV0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0735.See file dsdata.txt to determine how the superseded data were derived.
 KV0735
 KV0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK727778(NAD 83)
 KV0735_MARKER: DJ = TIDAL STATION DISK
 KV0735_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0735_SP_SET: BRIDGE WALK
 KV0735_STAMPING: NO 5 1934
 KV0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0735+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2001
 KV0735
 KV0735  HISTORY     - Date     Condition        Report By
 KV0735  HISTORY     - 1934     MONUMENTED       CGS
 KV0735  HISTORY     - 1952     GOOD             CGS
 KV0735  HISTORY     - 1964     GOOD             CGS
 KV0735  HISTORY     - 1986     GOOD             USPSQD
 KV0735  HISTORY     - 19920819 GOOD             USPSQD
 KV0735  HISTORY     - 20010116 GOOD             NJDEP
 KV0735
 KV0735                          STATION DESCRIPTION
 KV0735
 KV0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0735'AT KEANSBURG.
 KV0735'AT KEANSBURG, ABOUT 0.4 MILE WEST ALONG THE CENTRAL RAILROAD
 KV0735'OF NEW JERSEY FROM THE STATION, THENCE ABOUT 0.3 MILE NORTH
 KV0735'ALONG LAUREL AVENUE, AT BELVEDERE BEACH, AT THE JUNCTION OF
 KV0735'LAUREL AVENUE AND CREEK ROAD, IN THE TOP OF THE WEST EDGE AT
 KV0735'NORTH END OF THE PEDESTRIAN WALK OF A 30-FOOT CONCRETE BRIDGE
 KV0735'OVER WAACKAACK CREEK, 22 FEET WEST OF CENTER LINE OF LAUREL
 KV0735'AVENUE, ABOUT 110 FEET SOUTH OF EXTENDED CENTER LINE OF CREEK
 KV0735'ROAD, 2 FEET SOUTH OF NORTH END OF WALK AND ABOUT 1/2 FOOT ABOVE
 KV0735'LEVEL OF BRIDGE FLOOR.
 KV0735
 KV0735                          STATION RECOVERY (1964)
 KV0735
 KV0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0735'RECOVERED IN GOOD CONDITION.
 KV0735
 KV0735                          STATION RECOVERY (1986)
 KV0735
 KV0735'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0735'RECOVERED IN GOOD CONDITION.
 KV0735
 KV0735                          STATION RECOVERY (1992)
 KV0735
 KV0735'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0735'RECOVERED IN GOOD CONDITION.
 KV0735
 KV0735                          STATION RECOVERY (2001)
 KV0735
 KV0735'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2001 (BMC)
 KV0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0699 ***********************************************************************
 KV0699  DESIGNATION -  TIDAL 5 STA 19
 KV0699  PID         -  KV0699
 KV0699  STATE/COUNTY-  NJ/MONMOUTH
 KV0699  USGS QUAD   -  SANDY HOOK (1981)
 KV0699
 KV0699                         *CURRENT SURVEY CONTROL
 KV0699  ___________________________________________________________________
 KV0699* NAD 83(1986)-  40 28 16.     (N)    074 00 43.     (W)     SCALED    
 KV0699* NAVD 88     -         4.094  (meters)      13.43   (feet)  ADJUSTED  
 KV0699  ___________________________________________________________________
 KV0699  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV0699  DYNAMIC HT  -           4.093 (meters)      13.43  (feet)  COMP
 KV0699  MODELED GRAV-     980,206.4   (mgal)                       NAVD 88
 KV0699
 KV0699  VERT ORDER  -  FIRST     CLASS II
 KV0699
 KV0699.The horizontal coordinates were scaled from a topographic map and have
 KV0699.an estimated accuracy of +/- 6 seconds.
 KV0699
 KV0699.The orthometric height was determined by differential leveling
 KV0699.and adjusted by the National Geodetic Survey in June 1991..
 KV0699
 KV0699.The geoid height was determined by GEOID03.
 KV0699
 KV0699.The dynamic height is computed by dividing the NAVD 88
 KV0699.geopotential number by the normal gravity value computed on the
 KV0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0699.degrees latitude (g = 980.6199 gals.).
 KV0699
 KV0699.The modeled gravity was interpolated from observed gravity values.
 KV0699
 KV0699;                    North         East    Units  Estimated Accuracy
 KV0699;SPC NJ       -   181,940.      191,390.      MT  (+/- 180 meters Scaled)
 KV0699
 KV0699                          SUPERSEDED SURVEY CONTROL
 KV0699
 KV0699  NGVD 29 (04/16/92)    4.421  (m)           14.50   (f) ADJUSTED    1 2
 KV0699
 KV0699.Superseded values are not recommended for survey control.
 KV0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0699.See file dsdata.txt to determine how the superseded data were derived.
 KV0699
 KV0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK837805(NAD 83)
 KV0699_MARKER: DJ = TIDAL STATION DISK
 KV0699_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0699_SP_SET: STEP
 KV0699_STAMPING: 5 1923
 KV0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0699
 KV0699  HISTORY     - Date     Condition        Report By
 KV0699  HISTORY     - 1923     MONUMENTED       CGS
 KV0699  HISTORY     - 1952     GOOD             CGS
 KV0699  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0699  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 KV0699  HISTORY     - 19950622 MARK NOT FOUND   NJGS
 KV0699  HISTORY     - 19950630 MARK NOT FOUND   USPSQD
 KV0699
 KV0699                          STATION DESCRIPTION
 KV0699
 KV0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0699'AT FORT HANCOCK.
 KV0699'AT FORT HANCOCK, ON SANDY HOOK, ABOUT 70 YARDS WEST OF COAST
 KV0699'GUARD HEADQUARTERS, AT THE ABANDONED WEATHER BUREAU BUILDING,
 KV0699'SET IN THE TOP OF THE WEST END OF THE 4TH STEP THAT LEADS TO
 KV0699'MAIN ENTRANCE AND ABOUT 3 FEET ABOVE GROUND.
 KV0699
 KV0699                          STATION RECOVERY (1964)
 KV0699
 KV0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0699'MARK NOT FOUND.
 KV0699
 KV0699                          STATION RECOVERY (1992)
 KV0699
 KV0699'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0699'MARK NOT FOUND.
 KV0699
 KV0699                          STATION RECOVERY (1995)
 KV0699
 KV0699'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 KV0699'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV0699'SEARCH BY A TWO MAN PARTY.  THE ABANDONED BUILDING FOR THE FORMER U.S.
 KV0699'WEATHER BUREAU WAS DEMOLISHED AT SOME TIME IN THE PAST.  THE STATION
 KV0699'IS CONSIDERED LOST.
 KV0699
 KV0699                          STATION RECOVERY (1995)
 KV0699
 KV0699'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0843 ***********************************************************************
 KU0843  DESIGNATION -  TIDAL 5 STA 20
 KU0843  PID         -  KU0843
 KU0843  STATE/COUNTY-  NJ/MONMOUTH
 KU0843  USGS QUAD   -  SANDY HOOK (1981)
 KU0843
 KU0843                         *CURRENT SURVEY CONTROL
 KU0843  ___________________________________________________________________
 KU0843* NAD 83(1986)-  40 23 44.     (N)    073 58 52.     (W)     SCALED    
 KU0843* NAVD 88     -         2.722  (meters)       8.93   (feet)  ADJUSTED  
 KU0843  ___________________________________________________________________
 KU0843  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KU0843  DYNAMIC HT  -           2.721 (meters)       8.93  (feet)  COMP
 KU0843  MODELED GRAV-     980,186.4   (mgal)                       NAVD 88
 KU0843
 KU0843  VERT ORDER  -  FIRST     CLASS II
 KU0843
 KU0843.The horizontal coordinates were scaled from a topographic map and have
 KU0843.an estimated accuracy of +/- 6 seconds.
 KU0843
 KU0843.The orthometric height was determined by differential leveling
 KU0843.and adjusted by the National Geodetic Survey in June 1991..
 KU0843
 KU0843.The geoid height was determined by GEOID03.
 KU0843
 KU0843.The dynamic height is computed by dividing the NAVD 88
 KU0843.geopotential number by the normal gravity value computed on the
 KU0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0843.degrees latitude (g = 980.6199 gals.).
 KU0843
 KU0843.The modeled gravity was interpolated from observed gravity values.
 KU0843
 KU0843;                    North         East    Units  Estimated Accuracy
 KU0843;SPC NJ       -   173,560.      194,050.      MT  (+/- 180 meters Scaled)
 KU0843
 KU0843                          SUPERSEDED SURVEY CONTROL
 KU0843
 KU0843  NGVD 29 (04/16/92)    3.040  (m)            9.97   (f) ADJUSTED    1 2
 KU0843
 KU0843.Superseded values are not recommended for survey control.
 KU0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0843.See file dsdata.txt to determine how the superseded data were derived.
 KU0843
 KU0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK864721(NAD 83)
 KU0843_MARKER: DJ = TIDAL STATION DISK
 KU0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0843_STAMPING: NO 5 1934
 KU0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0843+STABILITY: SURFACE MOTION
 KU0843
 KU0843  HISTORY     - Date     Condition        Report By
 KU0843  HISTORY     - 1934     MONUMENTED       CGS
 KU0843  HISTORY     - 1952     GOOD             NGS
 KU0843  HISTORY     - 1964     GOOD             NGS
 KU0843  HISTORY     - 19920728 GOOD             USPSQD
 KU0843
 KU0843                          STATION DESCRIPTION
 KU0843
 KU0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0843'AT HIGHLANDS.
 KU0843'AT HIGHLANDS, ABOUT 100 YARDS SOUTH ALONG SOUTH BAY STREET FROM
 KU0843'THE OVERPASS OF STATE HIGHWAY 36 OVER SOUTH BAY STREET AND
 KU0843'SHREWSBURY RIVER, AT HOUSE NO. 41, 27 FEET WEST OF CENTER LINE
 KU0843'OF STREET, 23 FEET EAST-NORTHEAST OF NORTHEAST CORNER OF HOUSE,
 KU0843'7 FEET NORTH OF CENTER LINE OF WALK TO HOUSE, 18 FEET SOUTHWEST
 KU0843'OF A POWER POLE WITH TWO TRANSFORMERS, ABOUT 1 FOOT ABOVE LEVEL
 KU0843'OF STREET AND SET IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES
 KU0843'UNDERGROUND.
 KU0843
 KU0843                          STATION RECOVERY (1964)
 KU0843
 KU0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU0843'RECOVERED IN GOOD CONDITION.
 KU0843
 KU0843                          STATION RECOVERY (1992)
 KU0843
 KU0843'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0879 ***********************************************************************
 KV0879  DESIGNATION -  TIDAL 5 STA 23
 KV0879  PID         -  KV0879
 KV0879  STATE/COUNTY-  NJ/MONMOUTH
 KV0879  USGS QUAD   -  LONG BRANCH (1981)
 KV0879
 KV0879                         *CURRENT SURVEY CONTROL
 KV0879  ___________________________________________________________________
 KV0879* NAD 83(1986)-  40 21 15.     (N)    074 03 56.     (W)     SCALED    
 KV0879* NAVD 88     -         1.581  (meters)       5.19   (feet)  ADJUSTED  
 KV0879  ___________________________________________________________________
 KV0879  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV0879  DYNAMIC HT  -           1.581 (meters)       5.19  (feet)  COMP
 KV0879  MODELED GRAV-     980,201.0   (mgal)                       NAVD 88
 KV0879
 KV0879  VERT ORDER  -  SECOND    CLASS 0
 KV0879
 KV0879.The horizontal coordinates were scaled from a topographic map and have
 KV0879.an estimated accuracy of +/- 6 seconds.
 KV0879
 KV0879.The orthometric height was determined by differential leveling
 KV0879.and adjusted by the National Geodetic Survey in June 1991..
 KV0879
 KV0879.The geoid height was determined by GEOID03.
 KV0879
 KV0879.The dynamic height is computed by dividing the NAVD 88
 KV0879.geopotential number by the normal gravity value computed on the
 KV0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0879.degrees latitude (g = 980.6199 gals.).
 KV0879
 KV0879.The modeled gravity was interpolated from observed gravity values.
 KV0879
 KV0879;                    North         East    Units  Estimated Accuracy
 KV0879;SPC NJ       -   168,930.      186,900.      MT  (+/- 180 meters Scaled)
 KV0879
 KV0879                          SUPERSEDED SURVEY CONTROL
 KV0879
 KV0879  NGVD 29 (04/16/92)    1.902  (m)            6.24   (f) ADJUSTED    2 0
 KV0879
 KV0879.Superseded values are not recommended for survey control.
 KV0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0879.See file dsdata.txt to determine how the superseded data were derived.
 KV0879
 KV0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK793674(NAD 83)
 KV0879_MARKER: DJ = TIDAL STATION DISK
 KV0879_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0879_SP_SET: CONC FILLED METAL PIPE
 KV0879_STAMPING: NO 5 1938
 KV0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0879
 KV0879  HISTORY     - Date     Condition        Report By
 KV0879  HISTORY     - 1938     MONUMENTED       CGS
 KV0879  HISTORY     - 1961     GOOD             CGS
 KV0879  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV0879  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 KV0879
 KV0879                          STATION DESCRIPTION
 KV0879
 KV0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0879'AT RED BANK.
 KV0879'LOCATED AT THE FOOT OF WATER STREET IN A CITY PARK AT THE NORTH
 KV0879'END OF A SMALL OBLONG RAISED PARKING INSIDE A RETAINING WALL
 KV0879'ABOUT 60 FEET EAST OF BOAT DOCKS AND A SEA WALL.  A SHORT
 KV0879'SECTION OF THE WALL IS CURVED AT THIS POINT.  SET IN THE CENTER
 KV0879'OF A CONCRETE FILLED METAL PIPE LEVEL WITH THE LOW WALL.
 KV0879
 KV0879                          STATION RECOVERY (1985)
 KV0879
 KV0879'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV0879'MARK NOT FOUND.
 KV0879
 KV0879                          STATION RECOVERY (1997)
 KV0879
 KV0879'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV0879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0847 ***********************************************************************
 KV0847  DESIGNATION -  TIDAL 5 STA 35
 KV0847  PID         -  KV0847
 KV0847  STATE/COUNTY-  NJ/OCEAN
 KV0847  USGS QUAD   -  POINT PLEASANT (1989)
 KV0847
 KV0847                         *CURRENT SURVEY CONTROL
 KV0847  ___________________________________________________________________
 KV0847* NAD 83(1986)-  40 03 42.     (N)    074 06 55.     (W)     SCALED    
 KV0847* NAVD 88     -         6.099  (meters)      20.01   (feet)  ADJUSTED  
 KV0847  ___________________________________________________________________
 KV0847  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV0847  DYNAMIC HT  -           6.096 (meters)      20.00  (feet)  COMP
 KV0847  MODELED GRAV-     980,160.6   (mgal)                       NAVD 88
 KV0847
 KV0847  VERT ORDER  -  SECOND    CLASS 0
 KV0847
 KV0847.The horizontal coordinates were scaled from a topographic map and have
 KV0847.an estimated accuracy of +/- 6 seconds.
 KV0847
 KV0847.The orthometric height was determined by differential leveling
 KV0847.and adjusted by the National Geodetic Survey in June 1991..
 KV0847
 KV0847.The geoid height was determined by GEOID03.
 KV0847
 KV0847.The dynamic height is computed by dividing the NAVD 88
 KV0847.geopotential number by the normal gravity value computed on the
 KV0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0847.degrees latitude (g = 980.6199 gals.).
 KV0847
 KV0847.The modeled gravity was interpolated from observed gravity values.
 KV0847
 KV0847;                    North         East    Units  Estimated Accuracy
 KV0847;SPC NJ       -   136,430.      182,820.      MT  (+/- 180 meters Scaled)
 KV0847
 KV0847                          SUPERSEDED SURVEY CONTROL
 KV0847
 KV0847  NGVD 29 (04/16/92)    6.432  (m)           21.10   (f) ADJUSTED    2 0
 KV0847
 KV0847.Superseded values are not recommended for survey control.
 KV0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0847.See file dsdata.txt to determine how the superseded data were derived.
 KV0847
 KV0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK754349(NAD 83)
 KV0847_MARKER: DJ = TIDAL STATION DISK
 KV0847_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0847_SP_SET: CONCRETE FILLED TILE
 KV0847_STAMPING: NO 5 1954
 KV0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0847
 KV0847  HISTORY     - Date     Condition        Report By
 KV0847  HISTORY     - 1954     MONUMENTED       CGS
 KV0847  HISTORY     - 1961     GOOD             CGS
 KV0847  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0847  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV0847  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV0847
 KV0847                          STATION DESCRIPTION
 KV0847
 KV0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0847'4.8 MI SW FROM BAY HEAD.
 KV0847'1.5 MILES WEST ON BRIDGE AVE. FROM THE POST OFFICE AT BAY
 KV0847'HEAD, THENCE 0.9 MILE SOUTH ON BEAVER DAM ROAD, THENCE 1.4
 KV0847'MILES WEST ON METEDECONK OR PRINCETON ROAD, AT HURRICANE HARBOR
 KV0847'CAMP, 14 FEET SOUTH OF THE SOUTH CORNER OF THE LODGE PORCH AND
 KV0847'8.5 FEET NORTHWEST OF A POINT IN LINE WITH THE NORTHWEST FACE
 KV0847'OF A ROW OF CABINS.  SET IN THE TOP OF A CONCRETE FILLED TILE
 KV0847'LEVEL WITH THE GROUND.
 KV0847
 KV0847                          STATION RECOVERY (1987)
 KV0847
 KV0847'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0847'MARK NOT FOUND.
 KV0847
 KV0847                          STATION RECOVERY (1987)
 KV0847
 KV0847'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0847'MARK NOT FOUND.
 KV0847
 KV0847                          STATION RECOVERY (1990)
 KV0847
 KV0847'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 KV0847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0848 ***********************************************************************
 KV0848  DESIGNATION -  TIDAL 5 STA 35 RESET 1973
 KV0848  PID         -  KV0848
 KV0848  STATE/COUNTY-  NJ/OCEAN
 KV0848  USGS QUAD   -  POINT PLEASANT (1989)
 KV0848
 KV0848                         *CURRENT SURVEY CONTROL
 KV0848  ___________________________________________________________________
 KV0848* NAD 83(1986)-  40 03 42.     (N)    074 06 55.     (W)     SCALED    
 KV0848* NAVD 88     -         6.09   (+/-2cm)      20.0    (feet)  VERTCON   
 KV0848  ___________________________________________________________________
 KV0848  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV0848
 KV0848  VERT ORDER  -  THIRD (See Below)
 KV0848
 KV0848.The horizontal coordinates were scaled from a topographic map and have
 KV0848.an estimated accuracy of +/- 6 seconds.
 KV0848
 KV0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV0848.The vertical order pertains to the NGVD 29 superseded value.
 KV0848
 KV0848.The geoid height was determined by GEOID03.
 KV0848
 KV0848;                    North         East    Units  Estimated Accuracy
 KV0848;SPC NJ       -   136,430.      182,820.      MT  (+/- 180 meters Scaled)
 KV0848
 KV0848                          SUPERSEDED SURVEY CONTROL
 KV0848
 KV0848  NGVD 29 (??/??/??)    6.43   (m)           21.1    (f) RESET       3  
 KV0848
 KV0848.Superseded values are not recommended for survey control.
 KV0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0848.See file dsdata.txt to determine how the superseded data were derived.
 KV0848
 KV0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK754349(NAD 83)
 KV0848_MARKER: DB = BENCH MARK DISK
 KV0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0848_STAMPING: NO 5 RESET 1973
 KV0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0848+STABILITY: SURFACE MOTION
 KV0848
 KV0848  HISTORY     - Date     Condition        Report By
 KV0848  HISTORY     - 1973     MONUMENTED       NGS
 KV0848
 KV0848                          STATION DESCRIPTION
 KV0848
 KV0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 KV0848'0.8 MI SE FROM BRICKTOWN.
 KV0848'THE MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH ROUND
 KV0848'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 250 FEET SOUTH
 KV0848'OF PRINCETON AVENUE, 2 FEET NORTHEAST OF A WITNESS POST AND 1
 KV0848'FOOT WEST OF A FENCE.  IT IS ON THE SOUTHEAST EDGE OF SEVERAL
 KV0848'BUILDINGS WHICK ARE UNDER CONSTRUCTION AT THIS DATE.  TO REACH
 KV0848'FROM THE POST OFFICE IN BRICKTOWN, GO SOUTHEAST ON PRINCETON
 KV0848'AVENUE FOR 0.8 MILE TO THE MARK ON THE RIGHT ABOUT 250 FEET
 KV0848'SOUTH OF THE ROAD.  ALSO 4.8 MILES SOUTHWEST OF BAY HEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0613 ***********************************************************************
 KV0613  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0613  DESIGNATION -  TIDAL 5 STA 4
 KV0613  PID         -  KV0613
 KV0613  STATE/COUNTY-  NJ/HUDSON
 KV0613  USGS QUAD   -  JERSEY CITY (1981)
 KV0613
 KV0613                         *CURRENT SURVEY CONTROL
 KV0613  ___________________________________________________________________
 KV0613* NAD 83(1986)-  40 38 57.     (N)    074 05 48.     (W)     SCALED    
 KV0613* NAVD 88     -         2.478  (meters)       8.13   (feet)  ADJUSTED  
 KV0613  ___________________________________________________________________
 KV0613  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KV0613  DYNAMIC HT  -           2.477 (meters)       8.13  (feet)  COMP
 KV0613  MODELED GRAV-     980,230.1   (mgal)                       NAVD 88
 KV0613
 KV0613  VERT ORDER  -  FIRST     CLASS II
 KV0613
 KV0613.The horizontal coordinates were scaled from a topographic map and have
 KV0613.an estimated accuracy of +/- 6 seconds.
 KV0613
 KV0613.The orthometric height was determined by differential leveling
 KV0613.and adjusted by the National Geodetic Survey in June 1991..
 KV0613
 KV0613.This Tidal Bench Mark is designated as VM 2497
 KV0613.by the Center for Operational Oceanographic Products and Services.
 KV0613
 KV0613.The geoid height was determined by GEOID03.
 KV0613
 KV0613.The dynamic height is computed by dividing the NAVD 88
 KV0613.geopotential number by the normal gravity value computed on the
 KV0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0613.degrees latitude (g = 980.6199 gals.).
 KV0613
 KV0613.The modeled gravity was interpolated from observed gravity values.
 KV0613
 KV0613;                    North         East    Units  Estimated Accuracy
 KV0613;SPC NJ       -   201,670.      184,110.      MT  (+/- 180 meters Scaled)
 KV0613
 KV0613                          SUPERSEDED SURVEY CONTROL
 KV0613
 KV0613  NGVD 29 (04/16/92)    2.818  (m)            9.25   (f) ADJUSTED    1 2
 KV0613
 KV0613.Superseded values are not recommended for survey control.
 KV0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0613.See file dsdata.txt to determine how the superseded data were derived.
 KV0613
 KV0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL763002(NAD 83)
 KV0613_MARKER: DJ = TIDAL STATION DISK
 KV0613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0613_SP_SET: DOOR SILL
 KV0613_STAMPING: NO 5 1949
 KV0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0613
 KV0613  HISTORY     - Date     Condition        Report By
 KV0613  HISTORY     - 1949     MONUMENTED       CGS
 KV0613  HISTORY     - 1952     GOOD             CGS
 KV0613  HISTORY     - 19940901 MARK NOT FOUND   USPSQD
 KV0613
 KV0613                          STATION DESCRIPTION
 KV0613
 KV0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0613'AT BAYONNE.
 KV0613'AT BAYONNE, ABOUT 1.6 MILES SOUTHEAST ALONG EXTENSION OF EAST 30TH
 KV0613'STREET FROM PUBLIC SCHOOL NO. 5, AT CONSTABLE HOOK, NEAR THE DOCKS
 KV0613'OF THE ESSO OIL COMPANY, BETWEEN PIERS NO. 6 AND 7, SET IN THE TOP
 KV0613'OF SILL TO THE EAST ONE OF 4 SMALL DOORS LEADING TO WALKWAY
 KV0613'INSIDE THE OIL SEPARATING BASIN, 48 FEET WEST OF SOUTHEAST CORNER
 KV0613'OF BASIN, 54 FEET NORTH OF A TWO VALVE FIRE HYDRANT AND ABOUT 1
 KV0613'FOOT ABOVE LEVEL OF DOCK.
 KV0613
 KV0613                          STATION RECOVERY (1994)
 KV0613
 KV0613'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0252 ***********************************************************************
 KV0252  DESIGNATION -  TIDAL 5 STA 8
 KV0252  PID         -  KV0252
 KV0252  STATE/COUNTY-  NJ/ESSEX
 KV0252  USGS QUAD   -  ELIZABETH (1995)
 KV0252
 KV0252                         *CURRENT SURVEY CONTROL
 KV0252  ___________________________________________________________________
 KV0252* NAD 83(1986)-  40 41 33.     (N)    074 08 08.     (W)     SCALED    
 KV0252* NAVD 88     -         2.515  (meters)       8.25   (feet)  ADJUSTED  
 KV0252  ___________________________________________________________________
 KV0252  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KV0252  DYNAMIC HT  -           2.514 (meters)       8.25  (feet)  COMP
 KV0252  MODELED GRAV-     980,230.6   (mgal)                       NAVD 88
 KV0252
 KV0252  VERT ORDER  -  FIRST     CLASS II
 KV0252
 KV0252.The horizontal coordinates were scaled from a topographic map and have
 KV0252.an estimated accuracy of +/- 6 seconds.
 KV0252
 KV0252.The orthometric height was determined by differential leveling
 KV0252.and adjusted by the National Geodetic Survey in June 1991..
 KV0252
 KV0252.The geoid height was determined by GEOID03.
 KV0252
 KV0252.The dynamic height is computed by dividing the NAVD 88
 KV0252.geopotential number by the normal gravity value computed on the
 KV0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0252.degrees latitude (g = 980.6199 gals.).
 KV0252
 KV0252.The modeled gravity was interpolated from observed gravity values.
 KV0252
 KV0252;                    North         East    Units  Estimated Accuracy
 KV0252;SPC NJ       -   206,470.      180,800.      MT  (+/- 180 meters Scaled)
 KV0252
 KV0252                          SUPERSEDED SURVEY CONTROL
 KV0252
 KV0252  NGVD 29 (04/16/92)    2.855  (m)            9.37   (f) ADJUSTED    1 2
 KV0252
 KV0252.Superseded values are not recommended for survey control.
 KV0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0252.See file dsdata.txt to determine how the superseded data were derived.
 KV0252
 KV0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL730049(NAD 83)
 KV0252_MARKER: DJ = TIDAL STATION DISK
 KV0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0252_SP_SET: CONC BASE
 KV0252_STAMPING: NO 5 1951
 KV0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0252
 KV0252  HISTORY     - Date     Condition        Report By
 KV0252  HISTORY     - 1951     MONUMENTED       CGS
 KV0252  HISTORY     - 1952     GOOD             CGS
 KV0252  HISTORY     - 20010314 MARK NOT FOUND   PORANY
 KV0252
 KV0252                          STATION DESCRIPTION
 KV0252
 KV0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0252'AT NEWARK.
 KV0252'AT NEWARK, AT PORT NEWARK, AT THE JUNCTION OF GALLIGAN AND GRADY
 KV0252'STREETS, SET IN THE TOP OF THE WEST CORNER OF THE CONCRETE
 KV0252'BASE (10 BY 10 FEET), 57 FEET EAST OF CENTER LINE OF GRADY
 KV0252'STREET, 75 FEET NORTHWEST OF WEST CORNER OF BUILDING NO. 36, 144
 KV0252'FEET NORTHEAST OF A MOORING BIT ON DOCK AND ABOUT 1 FOOT ABOVE
 KV0252'GROUND.
 KV0252
 KV0252                          STATION RECOVERY (2001)
 KV0252
 KV0252'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV0252'BUILDINGS DEMOLISHED AND WHARF RECONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU0009 ***********************************************************************
 HU0009  DESIGNATION -  TIDAL 5 STA 88 A
 HU0009  PID         -  HU0009
 HU0009  STATE/COUNTY-  NJ/CAPE MAY
 HU0009  USGS QUAD   -  CAPE MAY (1972)
 HU0009
 HU0009                         *CURRENT SURVEY CONTROL
 HU0009  ___________________________________________________________________
 HU0009* NAD 83(1986)-  38 58 10.     (N)    074 57 42.     (W)     SCALED    
 HU0009* NAVD 88     -         3.19   (+/-2cm)      10.5    (feet)  VERTCON   
 HU0009  ___________________________________________________________________
 HU0009  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 HU0009
 HU0009  VERT ORDER  -  ? (See Below)
 HU0009
 HU0009.The horizontal coordinates were scaled from a topographic map and have
 HU0009.an estimated accuracy of +/- 6 seconds.
 HU0009
 HU0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU0009.The vertical order pertains to the NGVD 29 superseded value.
 HU0009
 HU0009.The geoid height was determined by GEOID03.
 HU0009
 HU0009;                    North         East    Units  Estimated Accuracy
 HU0009;SPC NJ       -    15,210.      109,990.      MT  (+/- 180 meters Scaled)
 HU0009
 HU0009                          SUPERSEDED SURVEY CONTROL
 HU0009
 HU0009  NGVD 29 (??/??/??)    3.576  (m)           11.73   (f) ADJUSTED    ?  
 HU0009
 HU0009.Superseded values are not recommended for survey control.
 HU0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0009.See file dsdata.txt to determine how the superseded data were derived.
 HU0009
 HU0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ033133(NAD 83)
 HU0009_MARKER: DJ = TIDAL STATION DISK
 HU0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0009_SP_SET: PIPE
 HU0009_STAMPING: NO 5 1952
 HU0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0009
 HU0009  HISTORY     - Date     Condition        Report By
 HU0009  HISTORY     - 1952     MONUMENTED       CGS
 HU0009  HISTORY     - 1954     GOOD             CGS
 HU0009
 HU0009                          STATION DESCRIPTION
 HU0009
 HU0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HU0009'AT CAPE MAY CANAL.
 HU0009'A STANDARD DISK, STAMPED NO 5 1952, SET FLUSH WITH CONCRETE IN
 HU0009'TOP OF 4-INCH TERRA-COTTA PIPE WHICH PROTRUDES 6 INCHES ABOVE
 HU0009'GROUND FROM CONCRETE BLOCK BASE, 45 FEET EAST OF CENTER LINE OF
 HU0009'ROAD AND 633 FEET NORTHERLY ALONG ROAD FROM INTERSECTION OF NORTH
 HU0009'JETTY CENTER LINE (EXTENDED) WITH ROAD CENTER LINE.
 HU0009'ELEVATION-- 13.91 FEET ABOVE MEAN LOW WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU1012 ***********************************************************************
 JU1012  TIDAL BM    -  This is a Tidal Bench Mark.
 JU1012  DESIGNATION -  TIDAL 5 STA 90
 JU1012  PID         -  JU1012
 JU1012  STATE/COUNTY-  NJ/CUMBERLAND
 JU1012  USGS QUAD   -  FORTESCUE (1992)
 JU1012
 JU1012                         *CURRENT SURVEY CONTROL
 JU1012  ___________________________________________________________________
 JU1012* NAD 83(1986)-  39 14 22.     (N)    075 10 24.     (W)     SCALED    
 JU1012* NAVD 88     -         1.473  (meters)       4.83   (feet)  ADJUSTED  
 JU1012  ___________________________________________________________________
 JU1012  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 JU1012  DYNAMIC HT  -           1.472 (meters)       4.83  (feet)  COMP
 JU1012  MODELED GRAV-     980,094.4   (mgal)                       NAVD 88
 JU1012
 JU1012  VERT ORDER  -  SECOND    CLASS 0
 JU1012
 JU1012.The horizontal coordinates were scaled from a topographic map and have
 JU1012.an estimated accuracy of +/- 6 seconds.
 JU1012
 JU1012.The orthometric height was determined by differential leveling
 JU1012.and adjusted by the National Geodetic Survey in June 1991..
 JU1012
 JU1012.This Tidal Bench Mark is designated as VM 2787
 JU1012.by the Center for Operational Oceanographic Products and Services.
 JU1012
 JU1012.The geoid height was determined by GEOID03.
 JU1012
 JU1012.The dynamic height is computed by dividing the NAVD 88
 JU1012.geopotential number by the normal gravity value computed on the
 JU1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1012.degrees latitude (g = 980.6199 gals.).
 JU1012
 JU1012.The modeled gravity was interpolated from observed gravity values.
 JU1012
 JU1012;                    North         East    Units  Estimated Accuracy
 JU1012;SPC NJ       -    45,300.       91,870.      MT  (+/- 180 meters Scaled)
 JU1012
 JU1012                          SUPERSEDED SURVEY CONTROL
 JU1012
 JU1012  NGVD 29 (04/16/92)    1.803  (m)            5.92   (f) ADJUSTED    2 0
 JU1012
 JU1012.Superseded values are not recommended for survey control.
 JU1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1012.See file dsdata.txt to determine how the superseded data were derived.
 JU1012
 JU1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ850433(NAD 83)
 JU1012_MARKER: DJ = TIDAL STATION DISK
 JU1012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1012_SP_SET: CONCRETE FOOTING
 JU1012_STAMPING: NO 5 1953
 JU1012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1012
 JU1012  HISTORY     - Date     Condition        Report By
 JU1012  HISTORY     - 1953     MONUMENTED       CGS
 JU1012  HISTORY     - 1961     GOOD             CGS
 JU1012
 JU1012                          STATION DESCRIPTION
 JU1012
 JU1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU1012'AT FORTESCUE.
 JU1012'34.5 FEET SOUTHEAST OF THE SOUTH CORNER OF THE GARAGE AT THE
 JU1012'REAR OF THE MR. RAINEAR RESIDENCE IN FORTESCUE.  SET IN A DRILL
 JU1012'HOLE IN THE CONCRETE FOOTING OF THE CINDER BLOCK STEPS ON THE
 JU1012'NORTHWEST SIDE OF THE MR. JACK WELLER RESIDENCE WHICH IS ON
 JU1012'THE SOUTHWEST SIDE OF MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0981 ***********************************************************************
 JU0981  DESIGNATION -  TIDAL 5 STA 92
 JU0981  PID         -  JU0981
 JU0981  STATE/COUNTY-  NJ/CUMBERLAND
 JU0981  USGS QUAD   -  CANTON (1993)
 JU0981
 JU0981                         *CURRENT SURVEY CONTROL
 JU0981  ___________________________________________________________________
 JU0981* NAD 83(1986)-  39 23 02.     (N)    075 23 41.     (W)     SCALED    
 JU0981* NAVD 88     -         2.096  (meters)       6.88   (feet)  ADJUSTED  
 JU0981  ___________________________________________________________________
 JU0981  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JU0981  DYNAMIC HT  -           2.095 (meters)       6.87  (feet)  COMP
 JU0981  MODELED GRAV-     980,114.3   (mgal)                       NAVD 88
 JU0981
 JU0981  VERT ORDER  -  SECOND    CLASS 0
 JU0981
 JU0981.The horizontal coordinates were scaled from a topographic map and have
 JU0981.an estimated accuracy of +/- 6 seconds.
 JU0981
 JU0981.The orthometric height was determined by differential leveling
 JU0981.and adjusted by the National Geodetic Survey in June 1991..
 JU0981
 JU0981.The geoid height was determined by GEOID03.
 JU0981
 JU0981.The dynamic height is computed by dividing the NAVD 88
 JU0981.geopotential number by the normal gravity value computed on the
 JU0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0981.degrees latitude (g = 980.6199 gals.).
 JU0981
 JU0981.The modeled gravity was interpolated from observed gravity values.
 JU0981
 JU0981;                    North         East    Units  Estimated Accuracy
 JU0981;SPC NJ       -    61,500.       72,920.      MT  (+/- 180 meters Scaled)
 JU0981
 JU0981                          SUPERSEDED SURVEY CONTROL
 JU0981
 JU0981  NGVD 29 (04/16/92)    2.398  (m)            7.87   (f) ADJUSTED    2 0
 JU0981
 JU0981.Superseded values are not recommended for survey control.
 JU0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0981.See file dsdata.txt to determine how the superseded data were derived.
 JU0981
 JU0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ660594(NAD 83)
 JU0981_MARKER: DJ = TIDAL STATION DISK
 JU0981_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0981_SP_SET: CONCRETE TILE
 JU0981_STAMPING: NO 5 1953
 JU0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0981
 JU0981  HISTORY     - Date     Condition        Report By
 JU0981  HISTORY     - 1953     MONUMENTED       CGS
 JU0981  HISTORY     - 1961     GOOD             CGS
 JU0981  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 JU0981
 JU0981                          STATION DESCRIPTION
 JU0981
 JU0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0981'0.4 MI NE FROM BAYSIDE.
 JU0981'0.45 MILE NORTHEAT ON BAYSIDE ROAD FROM FISCHER PIER IN BAYSIDE
 JU0981'THENCE 0.1 MILE NORTH OF THE ROAD LEAVING AN ABANDONED RAILROAD
 JU0981'AND IN THE FRONT LAWN OF A WHITE HOUSE.  58 FEET WEST OF THE
 JU0981'SOUTHWEST CORNER OF THE HOUSE, 30 FEET SOUTH OF THE CENTER LINE
 JU0981'OF THE ROAD, 17 FEET WEST NORTHWEST OF A WEEPING WILLOW TREE, 14.6
 JU0981'FEET EAST OF THE CENTER LINE OF THE DRIVEWAY AND 6 FEET NORTH OF
 JU0981'A CEDER TREE ABOUT LEVEL WITH THE DRIVEWAY.  SET IN AN 8-INCH TILE
 JU0981'FILLED WITH CONCRETE.
 JU0981
 JU0981                          STATION RECOVERY (1995)
 JU0981
 JU0981'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0981'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0737 ***********************************************************************
 KV0737  DESIGNATION -  TIDAL 6 STA 18
 KV0737  PID         -  KV0737
 KV0737  STATE/COUNTY-  NJ/MONMOUTH
 KV0737  USGS QUAD   -  KEYPORT (1977)
 KV0737
 KV0737                         *CURRENT SURVEY CONTROL
 KV0737  ___________________________________________________________________
 KV0737* NAD 83(1986)-  40 27 05.     (N)    074 08 28.     (W)     SCALED    
 KV0737* NAVD 88     -         2.883  (meters)       9.46   (feet)  ADJUSTED  
 KV0737  ___________________________________________________________________
 KV0737  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KV0737  DYNAMIC HT  -           2.882 (meters)       9.46  (feet)  COMP
 KV0737  MODELED GRAV-     980,223.0   (mgal)                       NAVD 88
 KV0737
 KV0737  VERT ORDER  -  FIRST     CLASS II
 KV0737
 KV0737.The horizontal coordinates were scaled from a topographic map and have
 KV0737.an estimated accuracy of +/- 6 seconds.
 KV0737
 KV0737.The orthometric height was determined by differential leveling
 KV0737.and adjusted by the National Geodetic Survey in June 1991..
 KV0737
 KV0737.The geoid height was determined by GEOID03.
 KV0737
 KV0737.The dynamic height is computed by dividing the NAVD 88
 KV0737.geopotential number by the normal gravity value computed on the
 KV0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0737.degrees latitude (g = 980.6199 gals.).
 KV0737
 KV0737.The modeled gravity was interpolated from observed gravity values.
 KV0737
 KV0737;                    North         East    Units  Estimated Accuracy
 KV0737;SPC NJ       -   179,690.      180,440.      MT  (+/- 180 meters Scaled)
 KV0737
 KV0737                          SUPERSEDED SURVEY CONTROL
 KV0737
 KV0737  NGVD 29 (04/16/92)    3.172  (m)           10.41   (f) ADJUSTED    1 2
 KV0737
 KV0737.Superseded values are not recommended for survey control.
 KV0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0737.See file dsdata.txt to determine how the superseded data were derived.
 KV0737
 KV0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK728782(NAD 83)
 KV0737_MARKER: DJ = TIDAL STATION DISK
 KV0737_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0737_SP_SET: CURB
 KV0737_STAMPING: NO 6 1934
 KV0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0737
 KV0737  HISTORY     - Date     Condition        Report By
 KV0737  HISTORY     - 1934     MONUMENTED       CGS
 KV0737  HISTORY     - 1952     GOOD             CGS
 KV0737  HISTORY     - 1964     GOOD             CGS
 KV0737  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KV0737
 KV0737                          STATION DESCRIPTION
 KV0737
 KV0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0737'AT KEANSBURG.
 KV0737'AT KEANSBURG, ABOUT 0.4 MILE WEST ALONG THE CENTRAL RAILROAD OF
 KV0737'NEW JERSEY FROM THE STATION, THENCE ABOUT 0.6 MILE NORTH AND
 KV0737'NORTHEAST ALONG LAUREL AVENUE AND BEACHWAY, AT BELVEDERE BEACH,
 KV0737'AT THE JUNCTION OF BEACHWAY AND OAKWOOD PLACE, SET IN THE TOP OF
 KV0737'THE SOUTHEAST CURB OF BEACHWAY, 14 FEET SOUTHEAST OF CENTER LINE
 KV0737'OF BEACHWAY, 38 FEET SOUTHWEST OF CENTER LINE OF OAKWOOD PLACE,
 KV0737'3 FEET WEST OF A FIRE HYDRANT, AND ABOUT LEVEL WITH JUNCTION.
 KV0737
 KV0737                          STATION RECOVERY (1964)
 KV0737
 KV0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0737'RECOVERED IN GOOD CONDITION.
 KV0737
 KV0737                          STATION RECOVERY (1986)
 KV0737
 KV0737'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0845 ***********************************************************************
 KU0845  TIDAL BM    -  This is a Tidal Bench Mark.
 KU0845  DESIGNATION -  TIDAL 6 STA 20
 KU0845  PID         -  KU0845
 KU0845  STATE/COUNTY-  NJ/MONMOUTH
 KU0845  USGS QUAD   -  SANDY HOOK (1981)
 KU0845
 KU0845                         *CURRENT SURVEY CONTROL
 KU0845  ___________________________________________________________________
 KU0845* NAD 83(1986)-  40 23 47.     (N)    073 58 54.     (W)     SCALED    
 KU0845* NAVD 88     -         3.522  (meters)      11.56   (feet)  ADJUSTED  
 KU0845  ___________________________________________________________________
 KU0845  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KU0845  DYNAMIC HT  -           3.521 (meters)      11.55  (feet)  COMP
 KU0845  MODELED GRAV-     980,186.7   (mgal)                       NAVD 88
 KU0845
 KU0845  VERT ORDER  -  FIRST     CLASS II
 KU0845
 KU0845.The horizontal coordinates were scaled from a topographic map and have
 KU0845.an estimated accuracy of +/- 6 seconds.
 KU0845
 KU0845.The orthometric height was determined by differential leveling
 KU0845.and adjusted by the National Geodetic Survey in June 1991..
 KU0845
 KU0845.This Tidal Bench Mark is designated as VM 2556
 KU0845.by the Center for Operational Oceanographic Products and Services.
 KU0845
 KU0845.The geoid height was determined by GEOID03.
 KU0845
 KU0845.The dynamic height is computed by dividing the NAVD 88
 KU0845.geopotential number by the normal gravity value computed on the
 KU0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0845.degrees latitude (g = 980.6199 gals.).
 KU0845
 KU0845.The modeled gravity was interpolated from observed gravity values.
 KU0845
 KU0845;                    North         East    Units  Estimated Accuracy
 KU0845;SPC NJ       -   173,650.      194,000.      MT  (+/- 180 meters Scaled)
 KU0845
 KU0845                          SUPERSEDED SURVEY CONTROL
 KU0845
 KU0845  NGVD 29 (04/16/92)    3.849  (m)           12.63   (f) ADJUSTED    1 2
 KU0845
 KU0845.Superseded values are not recommended for survey control.
 KU0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0845.See file dsdata.txt to determine how the superseded data were derived.
 KU0845
 KU0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK864722(NAD 83)
 KU0845_MARKER: DJ = TIDAL STATION DISK
 KU0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0845_STAMPING: NO 6 1934
 KU0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0845+STABILITY: SURFACE MOTION
 KU0845
 KU0845  HISTORY     - Date     Condition        Report By
 KU0845  HISTORY     - 1934     MONUMENTED       CGS
 KU0845  HISTORY     - 1964     GOOD             NGS
 KU0845  HISTORY     - 19920728 GOOD             USPSQD
 KU0845
 KU0845                          STATION DESCRIPTION
 KU0845
 KU0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KU0845'AT HIGHLANDS.
 KU0845'AT HIGHLANDS, WHERE SOUTH BAY STREET GOES UNDER STATE HIGHWAY
 KU0845'36 BRIDGE OVER SHREWSBURY RIVER, 63.5 FEET WEST OF POWER LINE
 KU0845'POLE NUMBER 40051 HB, 10.8 FEET NORTHEAST OF THE NORTHEAST
 KU0845'CORNER OF CENTER BRIDGE PIER, 10.7 FEET WEST OF THE WEST CURB
 KU0845'OF SOUTH BAY STREET, 5.7 FEET SOUTH OF THE SOUTHEAST CORNER OF
 KU0845'THE NORTH BRIDGE PIER, ABOUT 1 FOOT ABOVE THE STREET AND SET
 KU0845'IN THE TOP OF A CONCRETE POST WHICH IS ABOUT 6 INCHES BELOW
 KU0845'THE SURFACE OF THE GROUND.
 KU0845
 KU0845                          STATION RECOVERY (1992)
 KU0845
 KU0845'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0611 ***********************************************************************
 KV0611  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0611  DESIGNATION -  TIDAL 6 STA 4
 KV0611  PID         -  KV0611
 KV0611  STATE/COUNTY-  NJ/HUDSON
 KV0611  USGS QUAD   -  JERSEY CITY (1981)
 KV0611
 KV0611                         *CURRENT SURVEY CONTROL
 KV0611  ___________________________________________________________________
 KV0611* NAD 83(1996)-  40 39 15.51686(N)    074 05 13.57520(W)     ADJUSTED  
 KV0611* NAVD 88     -         2.332  (meters)       7.65   (feet)  ADJUSTED  
 KV0611  ___________________________________________________________________
 KV0611  X           -   1,328,563.844 (meters)                     COMP
 KV0611  Y           -  -4,659,978.608 (meters)                     COMP
 KV0611  Z           -   4,133,355.432 (meters)                     COMP
 KV0611  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 KV0611  ELLIP HEIGHT-         -29.76  (meters)          (10/23/02) GPS OBS
 KV0611  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV0611  DYNAMIC HT  -           2.331 (meters)       7.65  (feet)  COMP
 KV0611  MODELED GRAV-     980,230.1   (mgal)                       NAVD 88
 KV0611
 KV0611  HORZ ORDER  -  FIRST
 KV0611  VERT ORDER  -  FIRST     CLASS II
 KV0611  ELLP ORDER  -  FOURTH    CLASS I
 KV0611
 KV0611.The horizontal coordinates were established by GPS observations
 KV0611.and adjusted by the National Geodetic Survey in May 1999..
 KV0611
 KV0611.The orthometric height was determined by differential leveling
 KV0611.and adjusted by the National Geodetic Survey in June 1991..
 KV0611
 KV0611.This Tidal Bench Mark is designated as VM 2498
 KV0611.by the Center for Operational Oceanographic Products and Services.
 KV0611
 KV0611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0611
 KV0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0611
 KV0611.The ellipsoidal height was determined by GPS observations
 KV0611.and is referenced to NAD 83.
 KV0611
 KV0611.The geoid height was determined by GEOID03.
 KV0611
 KV0611.The dynamic height is computed by dividing the NAVD 88
 KV0611.geopotential number by the normal gravity value computed on the
 KV0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0611.degrees latitude (g = 980.6199 gals.).
 KV0611
 KV0611.The modeled gravity was interpolated from observed gravity values.
 KV0611
 KV0611;                    North         East     Units Scale Factor Converg.
 KV0611;SPC NJ       -   202,244.325   184,916.483   MT  0.99991500   +0 16 08.4
 KV0611;SPC NJ       -   663,529.92    606,680.16   sFT  0.99991500   +0 16 08.4
 KV0611;UTM  18      - 4,500,783.946   577,176.159   MT  0.99967331   +0 35 41.2
 KV0611
 KV0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0611!SPC NJ       -   1.00000467  x   0.99991500  =   0.99991967
 KV0611!UTM  18      -   1.00000467  x   0.99967331  =   0.99967798
 KV0611
 KV0611                          SUPERSEDED SURVEY CONTROL
 KV0611
 KV0611  ELLIP H (05/14/99)  -29.75   (m)                       GP(       ) 4 1
 KV0611  NAD 83(1996)-  40 39 15.51678(N)    074 05 13.57529(W) AD(       ) 1
 KV0611  NAD 83(1996)-  40 39 15.51551(N)    074 05 13.57673(W) AD(       ) 1
 KV0611  NAD 83(1986)-  40 39 15.51507(N)    074 05 13.57748(W) AD(       ) 1
 KV0611  NAVD 88 (04/12/96)    2.33   (m)            7.6    (f) LEVELING    3  
 KV0611  NGVD 29 (04/16/92)    2.672  (m)            8.77   (f) ADJUSTED    1 2
 KV0611
 KV0611.Superseded values are not recommended for survey control.
 KV0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0611.See file dsdata.txt to determine how the superseded data were derived.
 KV0611
 KV0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7717600784(NAD 83)
 KV0611_MARKER: DJ = TIDAL STATION DISK
 KV0611_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0611_SP_SET: SEA WALL
 KV0611_STAMPING: NO 6 1951
 KV0611_MARK LOGO: CGS   
 KV0611_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0611+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2001
 KV0611
 KV0611  HISTORY     - Date     Condition        Report By
 KV0611  HISTORY     - 1951     MONUMENTED       CGS
 KV0611  HISTORY     - 1952     GOOD             CGS
 KV0611  HISTORY     - 19940901 MARK NOT FOUND   USPSQD
 KV0611  HISTORY     - 19951005 GOOD             NJGS
 KV0611  HISTORY     - 20010902 GOOD             NJDEP
 KV0611
 KV0611                          STATION DESCRIPTION
 KV0611
 KV0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0611'AT BAYONNE.
 KV0611'AT BAYONNE, ABOUT 1.6 MILES SOUTHEAST ALONG EXTENSION OF EAST 30TH
 KV0611'STREET FROM PUBLIC SCHOOL NO. 5, AT CONSTABLE HOOK, ON THE DOCKS
 KV0611'OF THE ESSO OIL COMPANY, SET IN THE TOP OF THE CONCRETE SEA WALL
 KV0611'BETWEEN PIERS 6 AND 7, 22 FEET EAST OF A TURN IN THE SEAWALL WITH
 KV0611'TANGENTS EXTENDING EAST AND SOUTHWEST, 6 FEET NORTHWEST OF TIDE
 KV0611'STAFF, 30 FEET EAST-SOUTHEAST OF A THREE VALVE FIRE HYDRANT AND
 KV0611'LEVEL WITH DOCK.
 KV0611
 KV0611                          STATION RECOVERY (1994)
 KV0611
 KV0611'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV0611'MARK NOT FOUND.
 KV0611
 KV0611                          STATION RECOVERY (1995)
 KV0611
 KV0611'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0611'RECOVERED AS DESCRIBED.
 KV0611
 KV0611                          STATION RECOVERY (2001)
 KV0611
 KV0611'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2001 (BMC)
 KV0611'CONTACT IMTT SECURITY AT MAIN OFFICE FOR ACCESS TO AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0476 ***********************************************************************
 JU0476  DESIGNATION -  TIDAL 6 STA 68
 JU0476  PID         -  JU0476
 JU0476  STATE/COUNTY-  NJ/ATLANTIC
 JU0476  USGS QUAD   -  OCEAN CITY (1994)
 JU0476
 JU0476                         *CURRENT SURVEY CONTROL
 JU0476  ___________________________________________________________________
 JU0476* NAD 83(1986)-  39 18 22.     (N)    074 32 05.     (W)     SCALED    
 JU0476* NAVD 88     -         1.248  (meters)       4.09   (feet)  ADJUSTED  
 JU0476  ___________________________________________________________________
 JU0476  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 JU0476  DYNAMIC HT  -           1.248 (meters)       4.09  (feet)  COMP
 JU0476  MODELED GRAV-     980,101.9   (mgal)                       NAVD 88
 JU0476
 JU0476  VERT ORDER  -  SECOND    CLASS 0
 JU0476
 JU0476.The horizontal coordinates were scaled from a topographic map and have
 JU0476.an estimated accuracy of +/- 6 seconds.
 JU0476
 JU0476.The orthometric height was determined by differential leveling
 JU0476.and adjusted by the National Geodetic Survey in June 1991..
 JU0476
 JU0476.The geoid height was determined by GEOID03.
 JU0476
 JU0476.The dynamic height is computed by dividing the NAVD 88
 JU0476.geopotential number by the normal gravity value computed on the
 JU0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0476.degrees latitude (g = 980.6199 gals.).
 JU0476
 JU0476.The modeled gravity was interpolated from observed gravity values.
 JU0476
 JU0476;                    North         East    Units  Estimated Accuracy
 JU0476;SPC NJ       -    52,480.      147,010.      MT  (+/- 180 meters Scaled)
 JU0476
 JU0476                          SUPERSEDED SURVEY CONTROL
 JU0476
 JU0476  NGVD 29 (04/16/92)    1.634  (m)            5.36   (f) ADJUSTED    2 0
 JU0476
 JU0476.Superseded values are not recommended for survey control.
 JU0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0476.See file dsdata.txt to determine how the superseded data were derived.
 JU0476
 JU0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ401508(NAD 83)
 JU0476_MARKER: DJ = TIDAL STATION DISK
 JU0476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0476_SP_SET: CONCRETE COVER
 JU0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0476
 JU0476  HISTORY     - Date     Condition        Report By
 JU0476  HISTORY     - UNK      MONUMENTED       CGS
 JU0476  HISTORY     - 1961     GOOD             CGS
 JU0476  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU0476
 JU0476                          STATION DESCRIPTION
 JU0476
 JU0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0476'AT LONGPORT.
 JU0476'IN THE NORTH CORNER OF THE TOP OF THE HEAVY CONCRETE COVER OVER A
 JU0476'BURIED SEPTIC TANK AT THE LONGPORT SEWAGE SYSTEM, 22 FEET
 JU0476'SOUTHWEST OF THE SOUTHWEST CURB OF 14TH AVENUE, 17.4 FEET
 JU0476'SOUTHEAST OF THE SOUTHEAST CURB OF ATLANTIC AVENUE AND 6.5 FEET
 JU0476'NORTH OF THE NORTHWEST CORNER OF A SMALL STUCCO HOUSE THAT IS
 JU0476'PART OF THE SEWAGE SYSTEM.  SET IN DRILL HOLE LEVEL WITH THE
 JU0476'GROUND.  NOTE-- LONGPORT (NUGENTS WHARF), RISLEY CHANNEL.
 JU0476
 JU0476                          STATION RECOVERY (2001)
 JU0476
 JU0476'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0476'THE STATION WAS NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0228 ***********************************************************************
 KV0228  DESIGNATION -  TIDAL 6 STA 9
 KV0228  PID         -  KV0228
 KV0228  STATE/COUNTY-  NJ/UNION
 KV0228  USGS QUAD   -  ELIZABETH (1995)
 KV0228
 KV0228                         *CURRENT SURVEY CONTROL
 KV0228  ___________________________________________________________________
 KV0228* NAD 83(1986)-  40 38 45.     (N)    074 11 16.     (W)     SCALED    
 KV0228* NAVD 88     -         3.635  (meters)      11.93   (feet)  ADJUSTED  
 KV0228  ___________________________________________________________________
 KV0228  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV0228  DYNAMIC HT  -           3.634 (meters)      11.92  (feet)  COMP
 KV0228  MODELED GRAV-     980,222.8   (mgal)                       NAVD 88
 KV0228
 KV0228  VERT ORDER  -  FIRST     CLASS II
 KV0228
 KV0228.The horizontal coordinates were scaled from a topographic map and have
 KV0228.an estimated accuracy of +/- 6 seconds.
 KV0228
 KV0228.The orthometric height was determined by differential leveling
 KV0228.and adjusted by the National Geodetic Survey in June 1991..
 KV0228
 KV0228.The geoid height was determined by GEOID03.
 KV0228
 KV0228.The dynamic height is computed by dividing the NAVD 88
 KV0228.geopotential number by the normal gravity value computed on the
 KV0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0228.degrees latitude (g = 980.6199 gals.).
 KV0228
 KV0228.The modeled gravity was interpolated from observed gravity values.
 KV0228
 KV0228;                    North         East    Units  Estimated Accuracy
 KV0228;SPC NJ       -   201,270.      176,410.      MT  (+/- 180 meters Scaled)
 KV0228
 KV0228                          SUPERSEDED SURVEY CONTROL
 KV0228
 KV0228  NGVD 29 (04/16/92)    3.967  (m)           13.02   (f) ADJUSTED    1 2
 KV0228
 KV0228.Superseded values are not recommended for survey control.
 KV0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0228.See file dsdata.txt to determine how the superseded data were derived.
 KV0228
 KV0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK686997(NAD 83)
 KV0228_MARKER: DJ = TIDAL STATION DISK
 KV0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0228_SP_SET: LOADING DOCK SILL
 KV0228_STAMPING: 6 1923 13.048
 KV0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0228
 KV0228  HISTORY     - Date     Condition        Report By
 KV0228  HISTORY     - 1952     MONUMENTED       CGS
 KV0228  HISTORY     - 1952     GOOD             CGS
 KV0228
 KV0228                          STATION DESCRIPTION
 KV0228
 KV0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0228'IN ELIZABETHPORT.
 KV0228'AT ELIZABETHPORT, ABOUT 0.85 MILE NORTHEAST ALONG SOUTH FRONT STREET
 KV0228'FROM ITS UNDERPASS UNDER GOETHALS BRIDGE, AT THE JUNCTION OF SOUTH
 KV0228'FRONT AND MARSHALL STREETS, SET IN THE TOP OF THE NORTHEAST
 KV0228'END OF SILL OF AN ABANDONED LOADING DOCK OF THE BETHELEM STEEL
 KV0228'COMPANY MACHINE SHOP, 75 FEET SOUTHWEST OF EAST CORNER OF BUILDING,
 KV0228'24 FEET NORTHWEST OF CENTER LINE OF FRONT STREET AND ABOUT 3
 KV0228'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0926 ***********************************************************************
 KV0926  DESIGNATION -  TIDAL 7 STA 14
 KV0926  PID         -  KV0926
 KV0926  STATE/COUNTY-  NJ/MIDDLESEX
 KV0926  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0926
 KV0926                         *CURRENT SURVEY CONTROL
 KV0926  ___________________________________________________________________
 KV0926* NAD 83(1986)-  40 28 16.     (N)    074 22 02.     (W)     SCALED    
 KV0926* NAVD 88     -         3.115  (meters)      10.22   (feet)  ADJUSTED  
 KV0926  ___________________________________________________________________
 KV0926  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KV0926  DYNAMIC HT  -           3.113 (meters)      10.21  (feet)  COMP
 KV0926  MODELED GRAV-     980,201.3   (mgal)                       NAVD 88
 KV0926
 KV0926  VERT ORDER  -  SECOND    CLASS 0
 KV0926
 KV0926.The horizontal coordinates were scaled from a topographic map and have
 KV0926.an estimated accuracy of +/- 6 seconds.
 KV0926
 KV0926.The orthometric height was determined by differential leveling
 KV0926.and adjusted by the National Geodetic Survey in June 1991..
 KV0926
 KV0926.The geoid height was determined by GEOID03.
 KV0926
 KV0926.The dynamic height is computed by dividing the NAVD 88
 KV0926.geopotential number by the normal gravity value computed on the
 KV0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0926.degrees latitude (g = 980.6199 gals.).
 KV0926
 KV0926.The modeled gravity was interpolated from observed gravity values.
 KV0926
 KV0926;                    North         East    Units  Estimated Accuracy
 KV0926;SPC NJ       -   181,830.      161,260.      MT  (+/- 180 meters Scaled)
 KV0926
 KV0926                          SUPERSEDED SURVEY CONTROL
 KV0926
 KV0926  NGVD 29 (04/16/92)    3.412  (m)           11.19   (f) ADJUSTED    2 0
 KV0926
 KV0926.Superseded values are not recommended for survey control.
 KV0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0926.See file dsdata.txt to determine how the superseded data were derived.
 KV0926
 KV0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK536802(NAD 83)
 KV0926_MARKER: DJ = TIDAL STATION DISK
 KV0926_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0926_SP_SET: FURNACE CHIMNEY
 KV0926_STAMPING: NO 7 1933
 KV0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0926
 KV0926  HISTORY     - Date     Condition        Report By
 KV0926  HISTORY     - 1933     MONUMENTED       CGS
 KV0926  HISTORY     - 1961     GOOD             CGS
 KV0926
 KV0926                          STATION DESCRIPTION
 KV0926
 KV0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0926'AT SAYERVILLE.
 KV0926'AT AN ABANDONED BRICK KILN WEST OF THE TOWN OF SAYERVILLE AT
 KV0926'THE SITE OF THE CITY PUMPING PLANT, SET VERTICALLY IN THE WEST
 KV0926'FACE AT THE SOUTHWEST CORNER OF THE FURNACE CHIMNEY, 3 FEET ABOVE
 KV0926'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0710 ***********************************************************************
 KV0710  DESIGNATION -  TIDAL 7 STA 19
 KV0710  PID         -  KV0710
 KV0710  STATE/COUNTY-  NJ/MONMOUTH
 KV0710  USGS QUAD   -  SANDY HOOK (1981)
 KV0710
 KV0710                         *CURRENT SURVEY CONTROL
 KV0710  ___________________________________________________________________
 KV0710* NAD 83(1986)-  40 28 07.     (N)    074 00 27.     (W)     SCALED    
 KV0710* NAVD 88     -         2.747  (meters)       9.01   (feet)  ADJUSTED  
 KV0710  ___________________________________________________________________
 KV0710  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV0710  DYNAMIC HT  -           2.746 (meters)       9.01  (feet)  COMP
 KV0710  MODELED GRAV-     980,204.9   (mgal)                       NAVD 88
 KV0710
 KV0710  VERT ORDER  -  FIRST     CLASS II
 KV0710
 KV0710.The horizontal coordinates were scaled from a topographic map and have
 KV0710.an estimated accuracy of +/- 6 seconds.
 KV0710
 KV0710.The orthometric height was determined by differential leveling
 KV0710.and adjusted by the National Geodetic Survey in June 1991..
 KV0710
 KV0710.The geoid height was determined by GEOID03.
 KV0710
 KV0710.The dynamic height is computed by dividing the NAVD 88
 KV0710.geopotential number by the normal gravity value computed on the
 KV0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0710.degrees latitude (g = 980.6199 gals.).
 KV0710
 KV0710.The modeled gravity was interpolated from observed gravity values.
 KV0710
 KV0710;                    North         East    Units  Estimated Accuracy
 KV0710;SPC NJ       -   181,660.      191,760.      MT  (+/- 180 meters Scaled)
 KV0710
 KV0710                          SUPERSEDED SURVEY CONTROL
 KV0710
 KV0710  NGVD 29 (04/16/92)    3.070  (m)           10.07   (f) ADJUSTED    1 2
 KV0710
 KV0710.Superseded values are not recommended for survey control.
 KV0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0710.See file dsdata.txt to determine how the superseded data were derived.
 KV0710
 KV0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK841802(NAD 83)
 KV0710_MARKER: DJ = TIDAL STATION DISK
 KV0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0710_STAMPING: 7 1932
 KV0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0710+STABILITY: SURFACE MOTION
 KV0710
 KV0710  HISTORY     - Date     Condition        Report By
 KV0710  HISTORY     - 1932     MONUMENTED       CGS
 KV0710  HISTORY     - 1964     GOOD             CGS
 KV0710  HISTORY     - 1972     GOOD             NGS
 KV0710  HISTORY     - 19950622 MARK NOT FOUND   NJGS
 KV0710  HISTORY     - 19950728 MARK NOT FOUND   USPSQD
 KV0710
 KV0710                          STATION DESCRIPTION
 KV0710
 KV0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0710'0.5 MI SE FROM FORT HANCOCK.
 KV0710'AT FORT HANCOCK, ABOUT 0.1 MILE SOUTHEAST ALONG HARTSHORE DRIVE
 KV0710'FROM THE COAST GUARD STATION AT THE NORTH END OF ISLAND, THENCE
 KV0710'0.2 MILE EAST ON NORTH BRAGG DRIVE, 0.2 MILE SOUTH ALONG CRISPIN
 KV0710'ROAD TO HOUSE NUMBER 500, 34.5 FEET SOUTHWEST OF POWER LINE POLE
 KV0710'NUMBER 1-99, 29.0 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 KV0710'HOUSE NUMBER 500, 20.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 KV0710'HOUSE NUMBER 500, 13.0 FEET WEST OF THE CENTER LINE OF CRISPIN
 KV0710'ROAD, ABOUT LEVEL WITH CRISPIN ROAD AND IS SET IN THE TOP OF A
 KV0710'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 KV0710
 KV0710                          STATION RECOVERY (1972)
 KV0710
 KV0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KV0710'RECOVERED IN GOOD CONDITION.
 KV0710
 KV0710                          STATION RECOVERY (1995)
 KV0710
 KV0710'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV0710'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV0710'SEARCH BY A TWO MAN PARTY.  CONSIDERABLE IMPROVEMENTS HAVE BEEN MADE
 KV0710'IN THE AREA SINCE THE LAST RECOVERY.
 KV0710
 KV0710                          STATION RECOVERY (1995)
 KV0710
 KV0710'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0612 ***********************************************************************
 KV0612  DESIGNATION -  TIDAL 7 STA 4
 KV0612  PID         -  KV0612
 KV0612  STATE/COUNTY-  NJ/HUDSON
 KV0612  USGS QUAD   -  JERSEY CITY (1981)
 KV0612
 KV0612                         *CURRENT SURVEY CONTROL
 KV0612  ___________________________________________________________________
 KV0612* NAD 83(1986)-  40 38 57.     (N)    074 05 46.     (W)     SCALED    
 KV0612* NAVD 88     -         2.204  (meters)       7.23   (feet)  ADJUSTED  
 KV0612  ___________________________________________________________________
 KV0612  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KV0612  DYNAMIC HT  -           2.203 (meters)       7.23  (feet)  COMP
 KV0612  MODELED GRAV-     980,230.1   (mgal)                       NAVD 88
 KV0612
 KV0612  VERT ORDER  -  FIRST     CLASS II
 KV0612
 KV0612.The horizontal coordinates were scaled from a topographic map and have
 KV0612.an estimated accuracy of +/- 6 seconds.
 KV0612
 KV0612.The orthometric height was determined by differential leveling
 KV0612.and adjusted by the National Geodetic Survey in June 1991..
 KV0612
 KV0612.The geoid height was determined by GEOID03.
 KV0612
 KV0612.The dynamic height is computed by dividing the NAVD 88
 KV0612.geopotential number by the normal gravity value computed on the
 KV0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0612.degrees latitude (g = 980.6199 gals.).
 KV0612
 KV0612.The modeled gravity was interpolated from observed gravity values.
 KV0612
 KV0612;                    North         East    Units  Estimated Accuracy
 KV0612;SPC NJ       -   201,670.      184,160.      MT  (+/- 180 meters Scaled)
 KV0612
 KV0612                          SUPERSEDED SURVEY CONTROL
 KV0612
 KV0612  NGVD 29 (04/16/92)    2.544  (m)            8.35   (f) ADJUSTED    1 2
 KV0612
 KV0612.Superseded values are not recommended for survey control.
 KV0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0612.See file dsdata.txt to determine how the superseded data were derived.
 KV0612
 KV0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL764002(NAD 83)
 KV0612_MARKER: DJ = TIDAL STATION DISK
 KV0612_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV0612_SP_SET: SEAWALL
 KV0612_MARK LOGO: USE   
 KV0612_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0612+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1995
 KV0612
 KV0612  HISTORY     - Date     Condition        Report By
 KV0612  HISTORY     - 1952     MONUMENTED       DOD
 KV0612  HISTORY     - 1952     GOOD             CGS
 KV0612  HISTORY     - 19950920 POOR             NJGS
 KV0612
 KV0612                          STATION DESCRIPTION
 KV0612
 KV0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0612'AT BAYONNE.
 KV0612'AT BAYONNE, ABOUT 1.6 MILES SOUTHEAST ALONG EXTENSION OF EAST
 KV0612'30TH STREET FROM PUBLIC SCHOOL NO. 5, AT CONSTABLE HOOK, ON THE
 KV0612'DOCKS OF THE ESSO OIL COMPANY, IN THE TOP STEP OF THE SEA WALL
 KV0612'BETWEEN PIERS 6 AND 7 (SEAWALL IS BUILT IN TIERS AT THIS POINT),
 KV0612'30 FEET SOUTHEAST OF SOUTHEAST CORNER OF OIL SEPARATING BASIN,
 KV0612'ABOUT 62 YARDS WEST OF SOUTHWEST CORNER (INSHORE END) OF PIER
 KV0612'NO. 7 AND LEVEL WITH DOCK.
 KV0612
 KV0612                          STATION RECOVERY (1995)
 KV0612
 KV0612'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0612'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  ACCESS TO STATION
 KV0612'IS NOW RESTRICTED.  CONTACT GUARD AT ENTRANCE GATE FOR ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0229 ***********************************************************************
 KV0229  DESIGNATION -  TIDAL 7 STA 9
 KV0229  PID         -  KV0229
 KV0229  STATE/COUNTY-  NJ/UNION
 KV0229  USGS QUAD   -  ELIZABETH (1995)
 KV0229
 KV0229                         *CURRENT SURVEY CONTROL
 KV0229  ___________________________________________________________________
 KV0229* NAD 83(1986)-  40 38 46.     (N)    074 11 14.     (W)     SCALED    
 KV0229* NAVD 88     -         2.006  (meters)       6.58   (feet)  ADJUSTED  
 KV0229  ___________________________________________________________________
 KV0229  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV0229  DYNAMIC HT  -           2.005 (meters)       6.58  (feet)  COMP
 KV0229  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 KV0229
 KV0229  VERT ORDER  -  FIRST     CLASS II
 KV0229
 KV0229.The horizontal coordinates were scaled from a topographic map and have
 KV0229.an estimated accuracy of +/- 6 seconds.
 KV0229
 KV0229.The orthometric height was determined by differential leveling
 KV0229.and adjusted by the National Geodetic Survey in June 1991..
 KV0229
 KV0229.The geoid height was determined by GEOID03.
 KV0229
 KV0229.The dynamic height is computed by dividing the NAVD 88
 KV0229.geopotential number by the normal gravity value computed on the
 KV0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0229.degrees latitude (g = 980.6199 gals.).
 KV0229
 KV0229.The modeled gravity was interpolated from observed gravity values.
 KV0229
 KV0229;                    North         East    Units  Estimated Accuracy
 KV0229;SPC NJ       -   201,300.      176,450.      MT  (+/- 180 meters Scaled)
 KV0229
 KV0229                          SUPERSEDED SURVEY CONTROL
 KV0229
 KV0229  NGVD 29 (04/16/92)    2.338  (m)            7.67   (f) ADJUSTED    1 2
 KV0229
 KV0229.Superseded values are not recommended for survey control.
 KV0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0229.See file dsdata.txt to determine how the superseded data were derived.
 KV0229
 KV0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK687997(NAD 83)
 KV0229_MARKER: DJ = TIDAL STATION DISK
 KV0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0229_SP_SET: SEAWALL
 KV0229_STAMPING: NO 7 1951
 KV0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0229
 KV0229  HISTORY     - Date     Condition        Report By
 KV0229  HISTORY     - 1951     MONUMENTED       CGS
 KV0229  HISTORY     - 1952     GOOD             CGS
 KV0229
 KV0229                          STATION DESCRIPTION
 KV0229
 KV0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0229'AT ELIZABETHPORT.
 KV0229'AT ELIZABETHPOST, ABOUT 0.85 MILE NORTHEAST ALONG SOUTH FRONT
 KV0229'STREET FROM ITS UNDERPASS UNDER GOETHALS BRIDGE, AT THE BETHLEHEM
 KV0229'STEEL COMPANY SCRAP YARD (NOW ABANDONED), SET IN THE TOP OF THE
 KV0229'CONCRETE SEA WALL, 13 FEET SOUTH OF NORTH END OF WALL, 18 FEET
 KV0229'NORTH OF THE NORTHEAST ONE OF THREE MOORING BITS ON DOCK, AND
 KV0229'ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0231 ***********************************************************************
 KV0231  DESIGNATION -  TIDAL 8 STA 9
 KV0231  PID         -  KV0231
 KV0231  STATE/COUNTY-  NJ/UNION
 KV0231  USGS QUAD   -  ELIZABETH (1995)
 KV0231
 KV0231                         *CURRENT SURVEY CONTROL
 KV0231  ___________________________________________________________________
 KV0231* NAD 83(1986)-  40 38 47.     (N)    074 11 24.     (W)     SCALED    
 KV0231* NAVD 88     -         5.019  (meters)      16.47   (feet)  ADJUSTED  
 KV0231  ___________________________________________________________________
 KV0231  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV0231  DYNAMIC HT  -           5.017 (meters)      16.46  (feet)  COMP
 KV0231  MODELED GRAV-     980,222.5   (mgal)                       NAVD 88
 KV0231
 KV0231  VERT ORDER  -  FIRST     CLASS II
 KV0231
 KV0231.The horizontal coordinates were scaled from a topographic map and have
 KV0231.an estimated accuracy of +/- 6 seconds.
 KV0231
 KV0231.The orthometric height was determined by differential leveling
 KV0231.and adjusted by the National Geodetic Survey in June 1991..
 KV0231.WARNING-Repeat measurements at this control monument indicate possible
 KV0231.vertical movement.
 KV0231
 KV0231.The geoid height was determined by GEOID03.
 KV0231
 KV0231.The dynamic height is computed by dividing the NAVD 88
 KV0231.geopotential number by the normal gravity value computed on the
 KV0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0231.degrees latitude (g = 980.6199 gals.).
 KV0231
 KV0231.The modeled gravity was interpolated from observed gravity values.
 KV0231
 KV0231;                    North         East    Units  Estimated Accuracy
 KV0231;SPC NJ       -   201,330.      176,220.      MT  (+/- 180 meters Scaled)
 KV0231
 KV0231                          SUPERSEDED SURVEY CONTROL
 KV0231
 KV0231  NGVD 29 (04/16/92)    5.351  (m)           17.56   (f) ADJUSTED    1 2
 KV0231
 KV0231.Superseded values are not recommended for survey control.
 KV0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0231.See file dsdata.txt to determine how the superseded data were derived.
 KV0231
 KV0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK684998(NAD 83)
 KV0231_MARKER: DJ = TIDAL STATION DISK
 KV0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0231_SP_SET: CONC STRUCTURE AROUND WINDOW
 KV0231_STAMPING: 8 1923 17.507
 KV0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0231
 KV0231  HISTORY     - Date     Condition        Report By
 KV0231  HISTORY     - 1923     MONUMENTED       CGS
 KV0231  HISTORY     - 1952     GOOD             CGS
 KV0231
 KV0231                          STATION DESCRIPTION
 KV0231
 KV0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0231'AT ELIZABETHPORT.
 KV0231'AT ELIZABETHPORT, ABOUT 0.85 MILE NORTHEAST ALONG SOUTH FRONT
 KV0231'STREET FROM ITS UNDERPASS UNDER GOETHALS BRIDGE, ABOUT 130
 KV0231'YARDS NORTHWEST OF SOUTH FRONT STREET, SET IN THE TOP OF THE
 KV0231'SOUTH CORNER OF CONCRETE STRUCTURE AROUND A BASEMENT WINDOW
 KV0231'OF THE BETHLEHEM STEEL COMPANY OFFICE BUILDING, 10 FEET SOUTHWEST
 KV0231'OF THE BOTTOM OF A FIRE ESCAPE LADDER, 14 FEET NORTHEAST OF THE
 KV0231'CENTER OF THE NORTHEAST ONE OF THREE ENTRANCES TO BUILDING AND
 KV0231'ABOUT 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0230 ***********************************************************************
 KV0230  DESIGNATION -  TIDAL 9 STA 9
 KV0230  PID         -  KV0230
 KV0230  STATE/COUNTY-  NJ/UNION
 KV0230  USGS QUAD   -  ELIZABETH (1995)
 KV0230
 KV0230                         *CURRENT SURVEY CONTROL
 KV0230  ___________________________________________________________________
 KV0230* NAD 83(1986)-  40 38 46.     (N)    074 11 14.     (W)     SCALED    
 KV0230* NAVD 88     -         2.316  (meters)       7.60   (feet)  ADJUSTED  
 KV0230  ___________________________________________________________________
 KV0230  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV0230  DYNAMIC HT  -           2.315 (meters)       7.60  (feet)  COMP
 KV0230  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 KV0230
 KV0230  VERT ORDER  -  FIRST     CLASS II
 KV0230
 KV0230.The horizontal coordinates were scaled from a topographic map and have
 KV0230.an estimated accuracy of +/- 6 seconds.
 KV0230
 KV0230.The orthometric height was determined by differential leveling
 KV0230.and adjusted by the National Geodetic Survey in June 1991..
 KV0230
 KV0230.The geoid height was determined by GEOID03.
 KV0230
 KV0230.The dynamic height is computed by dividing the NAVD 88
 KV0230.geopotential number by the normal gravity value computed on the
 KV0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0230.degrees latitude (g = 980.6199 gals.).
 KV0230
 KV0230.The modeled gravity was interpolated from observed gravity values.
 KV0230
 KV0230;                    North         East    Units  Estimated Accuracy
 KV0230;SPC NJ       -   201,300.      176,450.      MT  (+/- 180 meters Scaled)
 KV0230
 KV0230                          SUPERSEDED SURVEY CONTROL
 KV0230
 KV0230  NGVD 29 (04/16/92)    2.648  (m)            8.69   (f) ADJUSTED    1 2
 KV0230
 KV0230.Superseded values are not recommended for survey control.
 KV0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0230.See file dsdata.txt to determine how the superseded data were derived.
 KV0230
 KV0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK687997(NAD 83)
 KV0230_MARKER: DJ = TIDAL STATION DISK
 KV0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0230_SP_SET: MOORING BIT BASE
 KV0230_STAMPING: NO 9 1951
 KV0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0230
 KV0230  HISTORY     - Date     Condition        Report By
 KV0230  HISTORY     - 1951     MONUMENTED       CGS
 KV0230  HISTORY     - 1952     GOOD             CGS
 KV0230
 KV0230                          STATION DESCRIPTION
 KV0230
 KV0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0230'AT ELIZABETHPORT.
 KV0230'AT ELIZABETHPORT, ABOUT 0.85 MILE NORTHEAT ALONG SOUTH FRONT
 KV0230'STREET FROM ITS UNDERPASS UNDER GEOTHALS BRIDGE, AT BETHLEMEM
 KV0230'STEEL COMPANY SCRAP YARD (NOW ABANDONED), SET IN THE TOP OF THE
 KV0230'CONCRETE BASE OF THE SOUTHWEST ONE OF THREE MOORING BITS OF
 KV0230'DOCK, 1 1/2 FEET SOUTHEAST OF MOORING BIT AND ABOUT 1 1/2 FEET
 KV0230'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0455 ***********************************************************************
 JU0455  DESIGNATION -  TIDAL BM 4 USE
 JU0455  PID         -  JU0455
 JU0455  STATE/COUNTY-  NJ/CAPE MAY
 JU0455  USGS QUAD   -  STONE HARBOR (1972)
 JU0455
 JU0455                         *CURRENT SURVEY CONTROL
 JU0455  ___________________________________________________________________
 JU0455* NAD 83(1986)-  39 01 44.     (N)    074 48 47.     (W)     SCALED    
 JU0455* NAVD 88     -         1.386  (meters)       4.55   (feet)  ADJUSTED  
 JU0455  ___________________________________________________________________
 JU0455  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 JU0455  DYNAMIC HT  -           1.385 (meters)       4.54  (feet)  COMP
 JU0455  MODELED GRAV-     980,057.4   (mgal)                       NAVD 88
 JU0455
 JU0455  VERT ORDER  -  SECOND    CLASS 0
 JU0455
 JU0455.The horizontal coordinates were scaled from a topographic map and have
 JU0455.an estimated accuracy of +/- 6 seconds.
 JU0455
 JU0455.The orthometric height was determined by differential leveling
 JU0455.and adjusted by the National Geodetic Survey in June 1991..
 JU0455
 JU0455.The geoid height was determined by GEOID03.
 JU0455
 JU0455.The dynamic height is computed by dividing the NAVD 88
 JU0455.geopotential number by the normal gravity value computed on the
 JU0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0455.degrees latitude (g = 980.6199 gals.).
 JU0455
 JU0455.The modeled gravity was interpolated from observed gravity values.
 JU0455
 JU0455;                    North         East    Units  Estimated Accuracy
 JU0455;SPC NJ       -    21,750.      122,900.      MT  (+/- 180 meters Scaled)
 JU0455
 JU0455                          SUPERSEDED SURVEY CONTROL
 JU0455
 JU0455  NGVD 29 (04/16/92)    1.790  (m)            5.87   (f) ADJUSTED    2 0
 JU0455
 JU0455.Superseded values are not recommended for survey control.
 JU0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0455.See file dsdata.txt to determine how the superseded data were derived.
 JU0455
 JU0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ161199(NAD 83)
 JU0455_MARKER: X = CHISELED CROSS
 JU0455_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0455_SP_SET: BRIDGE
 JU0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0455
 JU0455  HISTORY     - Date     Condition        Report By
 JU0455  HISTORY     - UNK      MONUMENTED       DOD
 JU0455  HISTORY     - 1961     GOOD             CGS
 JU0455
 JU0455                          STATION DESCRIPTION
 JU0455
 JU0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0455'1.4 MI NE FROM NORTH WILDWOOD.
 JU0455'1.4 MILE NORTHEAST ON COUNTY ROAD 585 FROM THE JUNCTION WITH SPRUCE
 JU0455'AND MARYLAND AVENUES IN THE NORTH PART OF NORTH WILDWOOD.  A
 JU0455'CHISELED CROSS CUT IN THE SOUTHWEST CORNER ON THE SOUTHWEST SIDE
 JU0455'OF THE NORTHWEST DRAW PIER OF GRASSY SOUND CHANNEL HIGHWAY BRIDGE
 JU0455'AND ABOUT 11 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0130 ***********************************************************************
 JU0130  DESIGNATION -  TIDAL LONG PT 3 STA 51
 JU0130  PID         -  JU0130
 JU0130  STATE/COUNTY-  NJ/OCEAN
 JU0130  USGS QUAD   -  TUCKERTON (1995)
 JU0130
 JU0130                         *CURRENT SURVEY CONTROL
 JU0130  ___________________________________________________________________
 JU0130* NAD 83(1986)-  39 35 53.     (N)    074 15 42.     (W)     SCALED    
 JU0130* NAVD 88     -         0.274  (meters)       0.90   (feet)  ADJUSTED  
 JU0130  ___________________________________________________________________
 JU0130  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JU0130  DYNAMIC HT  -           0.274 (meters)       0.90  (feet)  COMP
 JU0130  MODELED GRAV-     980,145.4   (mgal)                       NAVD 88
 JU0130
 JU0130  VERT ORDER  -  SECOND    CLASS 0
 JU0130
 JU0130.The horizontal coordinates were scaled from a topographic map and have
 JU0130.an estimated accuracy of +/- 6 seconds.
 JU0130
 JU0130.The orthometric height was determined by differential leveling
 JU0130.and adjusted by the National Geodetic Survey in June 1991..
 JU0130
 JU0130.The geoid height was determined by GEOID03.
 JU0130
 JU0130.The dynamic height is computed by dividing the NAVD 88
 JU0130.geopotential number by the normal gravity value computed on the
 JU0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0130.degrees latitude (g = 980.6199 gals.).
 JU0130
 JU0130.The modeled gravity was interpolated from observed gravity values.
 JU0130
 JU0130;                    North         East    Units  Estimated Accuracy
 JU0130;SPC NJ       -    84,920.      170,470.      MT  (+/- 180 meters Scaled)
 JU0130
 JU0130                          SUPERSEDED SURVEY CONTROL
 JU0130
 JU0130  NGVD 29 (??/??/??)    0.806  (m)            2.64   (f) ADJUSTED    2 0
 JU0130
 JU0130.Superseded values are not recommended for survey control.
 JU0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0130.See file dsdata.txt to determine how the superseded data were derived.
 JU0130
 JU0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ633834(NAD 83)
 JU0130_MARKER: DJ = TIDAL STATION DISK
 JU0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0130_SP_SET: CONCRETE TILE
 JU0130_STAMPING: LONG PT 3 1936
 JU0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0130
 JU0130  HISTORY     - Date     Condition        Report By
 JU0130  HISTORY     - 1936     MONUMENTED       CGS
 JU0130  HISTORY     - 1961     GOOD             CGS
 JU0130  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0130  HISTORY     - 19870120 MARK NOT FOUND   USPSQD
 JU0130
 JU0130                          STATION DESCRIPTION
 JU0130
 JU0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0130'3.5 MI SE FROM WEST CREEK.
 JU0130'2.7 MILES SOUTHEAST ALONG WEST CREEK DOCK ROAD FROM THE JUNCTION
 JU0130'OF U.S. HIGHWAY 9, THENCE 0.55 MILE SOUTH ALONG SHORE LINE, THENCE
 JU0130'0.25 MILE BY BOAT SOUTH ACROSS LONG POINT THOROFARE, 120 FEET
 JU0130'SOUTHWEST OF THE NORTHEAST SIDE OF THE ISLAND, 85 FEET SOUTHEAST
 JU0130'OF THE SOUTHEAST CORNER OF AN OLD SHACK AND 6 FEET NORTHWEST OF
 JU0130'THE SOUTHEAST SIDE OF THE ISLAND.  SET IN THE TOP OF AN 8 INCH
 JU0130'TILE FILLED WITH CONCRETE LEVEL WITH THE GROUND.  THE MARK MAY
 JU0130'BE WASHED AWAY IN THE NEAR FUTURE.
 JU0130
 JU0130                          STATION RECOVERY (1985)
 JU0130
 JU0130'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0130'MARK NOT FOUND.
 JU0130
 JU0130                          STATION RECOVERY (1987)
 JU0130
 JU0130'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2871 ***********************************************************************
 JU2871  DESIGNATION -  TILE
 JU2871  PID         -  JU2871
 JU2871  STATE/COUNTY-  NJ/CAPE MAY
 JU2871  USGS QUAD   -  MARMORA (1994)
 JU2871
 JU2871                         *CURRENT SURVEY CONTROL
 JU2871  ___________________________________________________________________
 JU2871* NAD 83(1996)-  39 15 09.43891(N)    074 37 39.23387(W)     ADJUSTED  
 JU2871* NAVD 88     -                                                        
 JU2871  ___________________________________________________________________
 JU2871  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 JU2871  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 JU2871
 JU2871  HORZ ORDER  -  THIRD
 JU2871
 JU2871.The horizontal coordinates were established by classical geodetic methods
 JU2871.and adjusted by the National Geodetic Survey in September 1999..
 JU2871
 JU2871
 JU2871.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2871
 JU2871.The geoid height was determined by GEOID03.
 JU2871
 JU2871;                    North         East     Units Scale Factor Converg.
 JU2871;SPC NJ       -    46,550.969   138,990.008   MT  0.99990149   -0 04 50.6
 JU2871;SPC NJ       -   152,725.97    456,003.05   sFT  0.99990149   -0 04 50.6
 JU2871;UTM  18      - 4,344,877.003   532,134.856   MT  0.99961271   +0 14 08.4
 JU2871
 JU2871                          SUPERSEDED SURVEY CONTROL
 JU2871
 JU2871  NAD 83(1986)-  39 15 09.42025(N)    074 37 39.23481(W) AD(       ) 4
 JU2871  NAD 27      -  39 15 09.00700(N)    074 37 40.66800(W) AD(       ) 3
 JU2871
 JU2871.Superseded values are not recommended for survey control.
 JU2871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2871.See file dsdata.txt to determine how the superseded data were derived.
 JU2871
 JU2871_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3213544877(NAD 83)
 JU2871_MARKER: 85 = CHIMNEY
 JU2871_SETTING: 0 = UNSPECIFIED SETTING
 JU2871
 JU2871  HISTORY     - Date     Condition        Report By
 JU2871  HISTORY     - 1936     FIRST OBSERVED   CGS
 JU2871  HISTORY     - 1950     GOOD             CGS
 JU2871  HISTORY     - 1983     MARK NOT FOUND   USGS
 JU2871  HISTORY     - 20060127 MARK NOT FOUND   GEOCAC
 JU2871
 JU2871                          STATION DESCRIPTION
 JU2871
 JU2871'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2871'LOCATED AT THE HIGHWAY BRIDGE ACROSS THE PRESENT BOAT CHANNEL AT
 JU2871'THE S END OF PECK BEACH AND TO THE N OF BLACKMAN ISLAND.  THE
 JU2871'STATION, WHICH IS UNMARKED, IS THE EASTERNMOST AND HIGHER CHIMNEY
 JU2871'ON A RED ROOFED BRIDGE TENDERS HOUSE ON THE S SIDE OF THE HIGHWAY
 JU2871'AT THE E END OF THE SWING BRIDGE.  THE CHIMNEY IS OF THE ORDINARY
 JU2871'RED BRICK TYPE EXCEPT IT IS CROWNED BY A 6-INCH SQUARE YELLOW
 JU2871'TILE.
 JU2871
 JU2871                          STATION RECOVERY (1950)
 JU2871
 JU2871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2871'STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 JU2871'IS ADEQUATE AND CORRECT.
 JU2871
 JU2871                          STATION RECOVERY (1983)
 JU2871
 JU2871'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 (WDH)
 JU2871'A NEW BRIDGE HAS BEEN BUILT AND THE OLD BRIDGE REMOVED.  THIS
 JU2871'MARK SHOULD BE CONSIDERED LOST.
 JU2871
 JU2871                          STATION RECOVERY (2006)
 JU2871
 JU2871'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2871'THERE IS NO CHIMNEY AT THE DESCRIBED LOCATION OR THE LOCATION OF THE
 JU2871'PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6989 ***********************************************************************
 KV6989  DESIGNATION -  TINTON 1
 KV6989  PID         -  KV6989
 KV6989  STATE/COUNTY-  NJ/MONMOUTH
 KV6989  USGS QUAD   -  LONG BRANCH (1981)
 KV6989
 KV6989                         *CURRENT SURVEY CONTROL
 KV6989  ___________________________________________________________________
 KV6989* NAD 83(1996)-  40 17 58.47657(N)    074 05 34.12507(W)     ADJUSTED  
 KV6989* NAVD 88     -        20.9    (meters)      69.     (feet)  GPS OBS   
 KV6989  ___________________________________________________________________
 KV6989  X           -   1,335,111.634 (meters)                     COMP
 KV6989  Y           -  -4,684,715.276 (meters)                     COMP
 KV6989  Z           -   4,103,403.967 (meters)                     COMP
 KV6989  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 KV6989  ELLIP HEIGHT-         -11.59  (meters)          (10/23/02) GPS OBS
 KV6989  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV6989
 KV6989  HORZ ORDER  -  FIRST
 KV6989  ELLP ORDER  -  FOURTH    CLASS I
 KV6989
 KV6989.The horizontal coordinates were established by GPS observations
 KV6989.and adjusted by the National Geodetic Survey in May 1999..
 KV6989
 KV6989.The orthometric height was determined by GPS observations and a
 KV6989.high-resolution geoid model.
 KV6989
 KV6989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6989
 KV6989.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6989
 KV6989.The ellipsoidal height was determined by GPS observations
 KV6989.and is referenced to NAD 83.
 KV6989
 KV6989.The geoid height was determined by GEOID03.
 KV6989
 KV6989;                    North         East     Units Scale Factor Converg.
 KV6989;SPC NJ       -   162,854.904   184,615.467   MT  0.99991475   +0 15 48.1
 KV6989;SPC NJ       -   534,299.80    605,692.58   sFT  0.99991475   +0 15 48.1
 KV6989;UTM  18      - 4,461,402.971   577,098.319   MT  0.99967317   +0 35 12.4
 KV6989
 KV6989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6989!SPC NJ       -   1.00000182  x   0.99991475  =   0.99991657
 KV6989!UTM  18      -   1.00000182  x   0.99967317  =   0.99967499
 KV6989
 KV6989:                Primary Azimuth Mark                     Grid Az
 KV6989:SPC NJ       -  TINTON 2                                 348 49 02.7
 KV6989:UTM  18      -  TINTON 2                                 348 29 38.4
 KV6989
 KV6989|---------------------------------------------------------------------|
 KV6989| PID    Reference Object                     Distance      Geod. Az  |
 KV6989|                                                           dddmmss.s |
 KV6989| KV6990 TINTON 2                            APPROX. 1.2 KM 3490450.8 |
 KV6989|---------------------------------------------------------------------|
 KV6989
 KV6989                          SUPERSEDED SURVEY CONTROL
 KV6989
 KV6989  ELLIP H (05/14/99)  -11.61   (m)                       GP(       ) 4 1
 KV6989  NAD 83(1992)-  40 17 58.47621(N)    074 05 34.12592(W) AD(       ) 1
 KV6989  ELLIP H (04/25/94)  -11.64   (m)                       GP(       ) 3 1
 KV6989  NAD 83(1986)-  40 17 58.47736(N)    074 05 34.12784(W) AD(       ) 1
 KV6989
 KV6989.Superseded values are not recommended for survey control.
 KV6989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6989.See file dsdata.txt to determine how the superseded data were derived.
 KV6989
 KV6989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7709861403(NAD 83)
 KV6989_MARKER: DD = SURVEY DISK
 KV6989_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6989_SP_SET: BRIDGE SIDEWALK
 KV6989_STAMPING: TINTON 1 1991
 KV6989_MARK LOGO: NJHA  
 KV6989_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6989+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1993
 KV6989
 KV6989  HISTORY     - Date     Condition        Report By
 KV6989  HISTORY     - 1991     MONUMENTED       NJHA
 KV6989  HISTORY     - 19930718 GOOD             NJGS
 KV6989  HISTORY     - 19930818 GOOD             NJGS
 KV6989  HISTORY     - 19931122 GOOD             NJGS
 KV6989
 KV6989                          STATION DESCRIPTION
 KV6989
 KV6989'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV6989'THE STATION IS LOCATED IN THE BOROUGH OF TINTON FALLLS ON THE NORTH
 KV6989'SIDEWALK OF THE BRIDGE CARRYING TINTON AVENUE, COUNTY ROAD 537, OVER
 KV6989'THE GARDEN STATE PARKWAY AT ABOUT MILEPOINT 107.5 OF THE SOUTHBOUND
 KV6989'LANES.  TO REACH THE STATION FROM THE INTERSECTION OF HOPE ROAD AND
 KV6989'THE GARDEN STATE PARKWAY AT INTERCHANGE 105, GO NORTH ON HOPE ROAD,
 KV6989'TOWARDS FORT MONMOUTH, FOR 1.3 MI (2.1 KM) TO THE INTERSECTION WITH
 KV6989'TINTON AVENUE.  TURN LEFT AND GO WEST ON TINTON AVENUE FOR 0.75 MI
 KV6989'(1.21 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN THE BRIDGE
 KV6989'SIDEWALK OVER THE SECOND PIER FROM THE WEST.  THE STATION IS 2.0 FT
 KV6989'(0.6 M) NORTH FROM THE NORTH CURB OF TINTON AVENUE, 0.8 FT (0.2 M)
 KV6989'WEST FROM THE BRIDGE JOINT AT THE SECOND PIER AND 157.0 FT (47.9 M)
 KV6989'EAST FROM THE JOINT AT THE WEST ABUTMENT.
 KV6989'THE STATION IS LOCATED IN THE BOROUGH OF TINTON FALLS ON THE NORTH
 KV6989'SIDEWALK OF THE BRIDGE CARRYING TINTON AVENUE OVER THE GARDEN STATE
 KV6989'PARKWAY AT ABOUT MILEPOINT 107.5 OF THE SOUTHBOUND LANES.  TO REACH
 KV6989'THE STATION FROM OFF THE GARDEN STATE PARKWAY, TAKE EXIT 105 TO THE
 KV6989'INTERSECTION WITH HOPE ROAD, TURN LEFT TOWARD FORT MONMOUTH, GO NORTH
 KV6989'ON HOPE ROAD 1.3 MI (2.1 KM) TO THE INTERSECTION WITH TINTON AVENUE,
 KV6989'TURN LEFT, GO 0.75 MI (1.21 KM) WEST ON TINTON AVENUE TO THE STATION
 KV6989'ON THE RIGHT, SET FLUSH IN THE BRIDGE SIDEWALK OVER THE SECOND PIER
 KV6989'FROM THE WEST. THE STATION IS 2.0 FT (0.6 M) NORTH FROM THE NORTH
 KV6989'CURB OF TINTON AVENUE, 0.8 FT (24.4 CM) WEST FROM THE BRIDGE JOINT AT
 KV6989'THE SECOND PIER AND 157.0 FT (47.9 M) EAST FROM THE JOINT AT THE WEST
 KV6989'ABUTMENT.
 KV6989
 KV6989                          STATION RECOVERY (1993)
 KV6989
 KV6989'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6989'THE STATION IS LOCATED IN THE BOROUGH OF TINTON FALLLS ON THE NORTH
 KV6989'SIDEWALK OF THE BRIDGE CARRYING TINTON AVENUE, COUNTY ROAD 537, OVER
 KV6989'THE GARDEN STATE PARKWAY AT ABOUT MILEPOINT 107.5 OF THE SOUTHBOUND
 KV6989'LANES.  TO REACH THE STATION FROM THE INTERSECTION OF HOPE ROAD AND
 KV6989'THE GARDEN STATE PARKWAY AT INTERCHANGE 105, GO NORTH ON HOPE ROAD,
 KV6989'TOWARDS FORT MONMOUTH, FOR 1.3 MI (2.1 KM) TO THE INTERSECTION WITH
 KV6989'TINTON AVENUE.  TURN LEFT AND GO WEST ON TINTON AVENUE FOR 0.75 MI
 KV6989'(1.21 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN THE BRIDGE
 KV6989'SIDEWALK OVER THE SECOND PIER FROM THE WEST.  THE STATION IS 2.0 FT
 KV6989'(0.6 M) NORTH FROM THE NORTH CURB OF TINTON AVENUE, 0.8 FT (0.2 M)
 KV6989'WEST FROM THE BRIDGE JOINT AT THE SECOND PIER AND 157.0 FT (47.9 M)
 KV6989'EAST FROM THE JOINT AT THE WEST ABUTMENT.
 KV6989
 KV6989                          STATION RECOVERY (1993)
 KV6989
 KV6989'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (FAC)
 KV6989'THE STATION IS LOCATED IN THE BOROUGH OF TINTON FALLLS ON THE NORTH
 KV6989'SIDEWALK OF THE BRIDGE CARRYING TINTON AVENUE, COUNTY ROAD 537, OVER
 KV6989'THE GARDEN STATE PARKWAY AT ABOUT MILEPOINT 107.5 OF THE SOUTHBOUND
 KV6989'LANES.  TO REACH THE STATION FROM THE INTERSECTION OF HOPE ROAD AND
 KV6989'THE GARDEN STATE PARKWAY AT INTERCHANGE 105, GO NORTH ON HOPE ROAD,
 KV6989'TOWARDS FORT MONMOUTH, FOR 1.3 MI (2.1 KM) TO THE INTERSECTION WITH
 KV6989'TINTON AVENUE.  TURN LEFT AND GO WEST ON TINTON AVENUE FOR 0.75 MI
 KV6989'(1.21 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN THE BRIDGE
 KV6989'SIDEWALK OVER THE SECOND PIER FROM THE WEST.  THE STATION IS 2.0 FT
 KV6989'(0.6 M) NORTH FROM THE NORTH CURB OF TINTON AVENUE, 0.8 FT (24.4 CM)
 KV6989'WEST FROM THE BRIDGE JOINT AT THE SECOND PIER AND 157.0 FT (47.9 M)
 KV6989'EAST FROM THE JOINT AT THE WEST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6990 ***********************************************************************
 KV6990  DESIGNATION -  TINTON 2
 KV6990  PID         -  KV6990
 KV6990  STATE/COUNTY-  NJ/MONMOUTH
 KV6990  USGS QUAD   -  LONG BRANCH (1981)
 KV6990
 KV6990                         *CURRENT SURVEY CONTROL
 KV6990  ___________________________________________________________________
 KV6990* NAD 83(1996)-  40 18 37.28375(N)    074 05 43.90458(W)     ADJUSTED  
 KV6990* NAVD 88     -        24.7    (meters)      81.     (feet)  GPS OBS   
 KV6990  ___________________________________________________________________
 KV6990  X           -   1,334,678.126 (meters)                     COMP
 KV6990  Y           -  -4,684,036.689 (meters)                     COMP
 KV6990  Z           -   4,104,319.238 (meters)                     COMP
 KV6990  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 KV6990  ELLIP HEIGHT-          -7.83  (meters)          (10/23/02) GPS OBS
 KV6990  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV6990
 KV6990  HORZ ORDER  -  FIRST
 KV6990  ELLP ORDER  -  FOURTH    CLASS I
 KV6990
 KV6990.The horizontal coordinates were established by GPS observations
 KV6990.and adjusted by the National Geodetic Survey in May 1999..
 KV6990
 KV6990.The orthometric height was determined by GPS observations and a
 KV6990.high-resolution geoid model.
 KV6990
 KV6990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6990
 KV6990.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6990
 KV6990.The ellipsoidal height was determined by GPS observations
 KV6990.and is referenced to NAD 83.
 KV6990
 KV6990.The geoid height was determined by GEOID03.
 KV6990
 KV6990;                    North         East     Units Scale Factor Converg.
 KV6990;SPC NJ       -   164,050.722   184,379.066   MT  0.99991454   +0 15 42.0
 KV6990;SPC NJ       -   538,223.08    604,916.99   sFT  0.99991454   +0 15 42.0
 KV6990;UTM  18      - 4,462,597.147   576,855.229   MT  0.99967271   +0 35 06.6
 KV6990
 KV6990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6990!SPC NJ       -   1.00000123  x   0.99991454  =   0.99991577
 KV6990!UTM  18      -   1.00000123  x   0.99967271  =   0.99967394
 KV6990
 KV6990:                Primary Azimuth Mark                     Grid Az
 KV6990:SPC NJ       -  TINTON 1                                 168 49 02.5
 KV6990:UTM  18      -  TINTON 1                                 168 29 37.9
 KV6990
 KV6990|---------------------------------------------------------------------|
 KV6990| PID    Reference Object                     Distance      Geod. Az  |
 KV6990|                                                           dddmmss.s |
 KV6990| KV6989 TINTON 1                            APPROX. 1.2 KM 1690444.5 |
 KV6990|---------------------------------------------------------------------|
 KV6990
 KV6990                          SUPERSEDED SURVEY CONTROL
 KV6990
 KV6990  ELLIP H (05/14/99)   -7.84   (m)                       GP(       ) 4 1
 KV6990  NAD 83(1992)-  40 18 37.28332(N)    074 05 43.90527(W) AD(       ) 1
 KV6990  ELLIP H (04/25/94)   -7.88   (m)                       GP(       ) 3 1
 KV6990  NAD 83(1986)-  40 18 37.28456(N)    074 05 43.90744(W) AD(       ) 1
 KV6990
 KV6990.Superseded values are not recommended for survey control.
 KV6990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6990.See file dsdata.txt to determine how the superseded data were derived.
 KV6990
 KV6990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7685562597(NAD 83)
 KV6990_MARKER: DD = SURVEY DISK
 KV6990_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6990_SP_SET: BRIDGE SIDEWALK
 KV6990_STAMPING: TINTON 2 1991
 KV6990_MARK LOGO: NJHA  
 KV6990_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6990+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1993
 KV6990
 KV6990  HISTORY     - Date     Condition        Report By
 KV6990  HISTORY     - 1991     MONUMENTED       NJHA
 KV6990  HISTORY     - 19930718 GOOD             NJGS
 KV6990  HISTORY     - 19930805 GOOD             NJGS
 KV6990  HISTORY     - 19931122 GOOD             NJGS
 KV6990
 KV6990                          STATION DESCRIPTION
 KV6990
 KV6990'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV6990'THE STATION IS LOCATED IN THE BOROUGH OF TINTON FALLS ON THE THE SOUTH
 KV6990'SIDEWALK OF THE BRIDGE CARRYING SYCAMORE AVENUE THE GARDEN STATE
 KV6990'PARKWAY AT ABOUT MILEPOINT 108.3 OF THE SOUTHBOUND LANES.  TO REACH
 KV6990'THE STATION FROM THE INTERSECTION OF HOPE ROAD AND THE GARDEN STATE
 KV6990'PARKWAY AT INTERCHANGE 105, GO NORTH ON HOPE ROAD, TOWARDS FORT
 KV6990'MONMOUTH, FOR 1.3 MI (2.1 KM) TO THE INTERSECTION WITH TINTON AVENUE.
 KV6990'TURN LEFT AND GO WEST ON TINTON AVENUE FOR 0.85 MI.  JUST AFTER
 KV6990'CROSSING THE GARDEN STATE PARKWAY, BEAR TO THE RIGHT AND CONTINUE
 KV6990'AHEAD ON TINTON AVENUE, WHICH BECOMES FIRE HOUSE ROAD FOR 0.45 MI.
 KV6990'BEAR TO THE RIGHT AND GO 0.5 MI (0.8 KM) ON SYCAMORE AVENUE TO THE
 KV6990'STATION ON THE RIGHT, SET FLUSH WITH THE BRIDGE SIDEWALK OVER THE
 KV6990'SECOND PIER FROM THE WEST.  THE STATION IS 2.0 FT (0.6 M) SOUTHEAST
 KV6990'FROM THE SOUTH CURB OF SYCAMORE AVENUE, 0.9 FT (0.3 M) EAST NORTHEAST
 KV6990'FROM THE BRIDGE JOINT AT THE SECOND PIER AND 168.3 FT (51.3 M) NORTH
 KV6990'NORTHEAST FROM THE JOINT AT THE WEST ABUTMENT.
 KV6990'THE STATION IS LOCATED IN THE BOROUGH OF TINTON FALLS ON THE SOUTH
 KV6990'SIDEWALK OF THE BRIDGE CARRYING SYCAMORE AVENUE OVER THE GARDEN STATE
 KV6990'PARKWAY AT ABOUT MILEPOINT 108.3 OF THE SOUTHBOUND LANES.  TO REACH
 KV6990'THE STATION FROM OFF THE GARDEN STATE PARKWAY, TAKE EXIT 105 TO THE
 KV6990'INTERSECTION WITH HOPE ROAD, TURN LEFT TOWARD FORT MONMOUTH, GO NORTH
 KV6990'ON HOPE ROAD 1.3 MI (2.1 KM) TO THE INTERSECTION WITH TINTON AVENUE,
 KV6990'TURN LEFT, GO 0.85 MI (1.37 KM) WEST ON TINTON AVENUE, JUST AFTER
 KV6990'CROSSING OVER THE GARDEN STATE PARKWAY BEAR RIGHT, STILL ON TINTON
 KV6990'AVENUE GO NORTH 0.45 MI (0.72 KM) AND BEAR RIGHT ONTO FIRE HOUSE
 KV6990'ROAD, WHICH BECOMES SYCAMORE AVENUE, CONTINUE 0.5 MI (0.8 KM) TO THE
 KV6990'STATION ON THE RIGHT, SET FLUSH IN THE BRIDGE SIDEWALK OVER THE
 KV6990'SECOND PIER FROM THE WEST.  THE STATION IS 2.0 FT (0.6 M) SOUTHEAST
 KV6990'FROM THE SOUTH CURB OF SYCAMORE AVENUE, 0.9 FT (27.4 CM) EAST
 KV6990'NORTHEAST FROM THE BRIDGE JOINT AT THE SECOND PIER AND 168.3 FT
 KV6990'(51.3 M) NORTH NORTHEAST FROM THE JOINT AT THE WEST ABUTMENT.
 KV6990
 KV6990                          STATION RECOVERY (1993)
 KV6990
 KV6990'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV6990'THE STATION IS LOCATED IN THE BOROUGH OF TINTON FALLS ON THE THE SOUTH
 KV6990'SIDEWALK OF THE BRIDGE CARRYING SYCAMORE AVENUE THE GARDEN STATE
 KV6990'PARKWAY AT ABOUT MILEPOINT 108.3 OF THE SOUTHBOUND LANES.  TO REACH
 KV6990'THE STATION FROM THE INTERSECTION OF HOPE ROAD AND THE GARDEN STATE
 KV6990'PARKWAY AT INTERCHANGE 105, GO NORTH ON HOPE ROAD, TOWARDS FORT
 KV6990'MONMOUTH, FOR 1.3 MI (2.1 KM) TO THE INTERSECTION WITH TINTON AVENUE.
 KV6990'TURN LEFT AND GO WEST ON TINTON AVENUE FOR 0.85 MI.  JUST AFTER
 KV6990'CROSSING THE GARDEN STATE PARKWAY, BEAR TO THE RIGHT AND CONTINUE
 KV6990'AHEAD ON TINTON AVENUE, WHICH BECOMES FIRE HOUSE ROAD FOR 0.45 MI.
 KV6990'BEAR TO THE RIGHT AND GO 0.5 MI (0.8 KM) ON SYCAMORE AVENUE TO THE
 KV6990'STATION ON THE RIGHT, SET FLUSH WITH THE BRIDGE SIDEWALK OVER THE
 KV6990'SECOND PIER FROM THE WEST.  THE STATION IS 2.0 FT (0.6 M) SOUTHEAST
 KV6990'FROM THE SOUTH CURB OF SYCAMORE AVENUE, 0.9 FT (0.3 M) EAST NORTHEAST
 KV6990'FROM THE BRIDGE JOINT AT THE SECOND PIER AND 168.3 FT (51.3 M) NORTH
 KV6990'NORTHEAST FROM THE JOINT AT THE WEST ABUTMENT.
 KV6990
 KV6990                          STATION RECOVERY (1993)
 KV6990
 KV6990'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (RJK)
 KV6990'THE STATION IS LOCATED IN THE BOROUGH OF TINTON FALLS ON THE THE SOUTH
 KV6990'SIDEWALK OF THE BRIDGE CARRYING SYCAMORE AVENUE THE GARDEN STATE
 KV6990'PARKWAY AT ABOUT MILEPOINT 108.3 OF THE SOUTHBOUND LANES.  TO REACH
 KV6990'THE STATION FROM THE INTERSECTION OF HOPE ROAD AND THE GARDEN STATE
 KV6990'PARKWAY AT INTERCHANGE 105, GO NORTH ON HOPE ROAD, TOWARDS FORT
 KV6990'MONMOUTH, FOR 1.3 MI (2.1 KM) TO THE INTERSECTION WITH TINTON AVENUE.
 KV6990'TURN LEFT AND GO WEST ON TINTON AVENUE FOR 0.85 MI.  JUST AFTER
 KV6990'CROSSING THE GARDEN STATE PARKWAY, BEAR TO THE RIGHT AND CONTINUE
 KV6990'AHEAD ON TINTON AVENUE, WHICH BECOMES FIRE HOUSE ROAD FOR 0.45 MI.
 KV6990'BEAR TO THE RIGHT AND GO 0.5 MI (0.8 KM) ON SYCAMORE AVENUE TO THE
 KV6990'STATION ON THE RIGHT, SET FLUSH WITH THE BRIDGE SIDEWALK OVER THE
 KV6990'SECOND PIER FROM THE WEST.  THE STATION IS 2.0 FT (0.6 M) SOUTHEAST
 KV6990'FROM THE SOUTH CURB OF SYCAMORE AVENUE, 0.9 FT (27.4 CM) EAST
 KV6990'NORTHEAST FROM THE BRIDGE JOINT AT THE SECOND PIER AND 168.3 FT (51.3
 KV6990'M) NORTH NORTHEAST FROM THE JOINT AT THE WEST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE9833 ***********************************************************************
 DE9833  DESIGNATION -  TITANS
 DE9833  PID         -  DE9833
 DE9833  STATE/COUNTY-  NJ/MERCER
 DE9833  USGS QUAD   -  TRENTON WEST (1995)
 DE9833
 DE9833                         *CURRENT SURVEY CONTROL
 DE9833  ___________________________________________________________________
 DE9833* NAD 83(1986)-  40 12 49.     (N)    074 45 25.     (W)     SCALED    
 DE9833* NAVD 88     -        16.088  (meters)      52.78   (feet)  ADJUSTED  
 DE9833  ___________________________________________________________________
 DE9833  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 DE9833  DYNAMIC HT  -          16.081 (meters)      52.76  (feet)  COMP
 DE9833  MODELED GRAV-     980,179.2   (mgal)                       NAVD 88
 DE9833
 DE9833  VERT ORDER  -  FIRST     CLASS II
 DE9833
 DE9833.The horizontal coordinates were scaled from a topographic map and have
 DE9833.an estimated accuracy of +/- 6 seconds.
 DE9833
 DE9833.The orthometric height was determined by differential leveling
 DE9833.and adjusted by the National Geodetic Survey in March 2005..
 DE9833.No vertical observational check was made to the station.
 DE9833
 DE9833.The geoid height was determined by GEOID03.
 DE9833
 DE9833.The dynamic height is computed by dividing the NAVD 88
 DE9833.geopotential number by the normal gravity value computed on the
 DE9833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9833.degrees latitude (g = 980.6199 gals.).
 DE9833
 DE9833.The modeled gravity was interpolated from observed gravity values.
 DE9833
 DE9833;                    North         East    Units  Estimated Accuracy
 DE9833;SPC NJ       -   153,260.      128,130.      MT  (+/- 180 meters Scaled)
 DE9833
 DE9833                          SUPERSEDED SURVEY CONTROL
 DE9833
 DE9833.No superseded survey control is available for this station.
 DE9833
 DE9833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK206514(NAD 83)
 DE9833_MARKER: DD = SURVEY DISK
 DE9833_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DE9833_SP_SET: SIGN FOUNDATION
 DE9833_STAMPING: TITANS 2002
 DE9833_MARK LOGO: NJGS  
 DE9833_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9833+STABILITY: SURFACE MOTION
 DE9833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9833+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 DE9833
 DE9833  HISTORY     - Date     Condition        Report By
 DE9833  HISTORY     - 2002     MONUMENTED       NJGS
 DE9833  HISTORY     - 20020708 GOOD             NJGS
 DE9833
 DE9833                          STATION DESCRIPTION
 DE9833
 DE9833'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 DE9833'THE STATION IS LOCATED IN THE CITY OF TRENTON ON THE SOUTHEAST SIDE OF
 DE9833'HAMILTON AVENUE.
 DE9833' THE STATION IS SET FLUSH IN A DRIOLL HOLE IN THE SOUTH SIDE OF A
 DE9833'CONCRETE SIGN FOUNDATION
 DE9833'FOR A THREE MASTED STEEL BEAM SIGN STRUCTURE AT THE EAST ENTRANCE TO
 DE9833'THE SOVEREIGN
 DE9833'BANK ARENA, A COUNTY OWNED SPORTS FACILITY AT THE SOUTHWEST CORNER OF
 DE9833'THE JUNCTION
 DE9833'OF HAMILTON AVENUE AND STATE ROUTE 129.  THE STATION IS 10.4 M SOUTH
 DE9833'FROM THE SOUTH
 DE9833'CURB OF HAMILTON AVENUE, 29.1 M WEST FROM THE WEST CURB OF STATE ROUTE
 DE9833'129, AND 20.9 M
 DE9833'EAST FROM THE SOUTHEAST CORNER OF THE ARENA BUILDING AT GATE C.
 DE9833' 
 DE9833'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2863 ***********************************************************************
 JU2863  DESIGNATION -  TOLL
 JU2863  PID         -  JU2863
 JU2863  STATE/COUNTY-  NJ/CAPE MAY
 JU2863  USGS QUAD   -  OCEAN CITY (1994)
 JU2863
 JU2863                         *CURRENT SURVEY CONTROL
 JU2863  ___________________________________________________________________
 JU2863* NAD 83(1996)-  39 17 49.49972(N)    074 33 23.86030(W)     ADJUSTED  
 JU2863* NAVD 88     -         3.236  (meters)      10.62   (feet)  ADJUSTED  
 JU2863  ___________________________________________________________________
 JU2863  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 JU2863  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 JU2863  DYNAMIC HT  -           3.234 (meters)      10.61  (feet)  COMP
 JU2863  MODELED GRAV-     980,100.8   (mgal)                       NAVD 88
 JU2863
 JU2863  HORZ ORDER  -  THIRD
 JU2863  VERT ORDER  -  FIRST     CLASS II
 JU2863
 JU2863.The horizontal coordinates were established by classical geodetic methods
 JU2863.and adjusted by the National Geodetic Survey in September 1999..
 JU2863
 JU2863.The orthometric height was determined by differential leveling
 JU2863.and adjusted by the National Geodetic Survey in March 2005..
 JU2863
 JU2863.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2863
 JU2863.The geoid height was determined by GEOID03.
 JU2863
 JU2863.The dynamic height is computed by dividing the NAVD 88
 JU2863.geopotential number by the normal gravity value computed on the
 JU2863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2863.degrees latitude (g = 980.6199 gals.).
 JU2863
 JU2863.The modeled gravity was interpolated from observed gravity values.
 JU2863
 JU2863;                    North         East     Units Scale Factor Converg.
 JU2863;SPC NJ       -    51,480.379   145,115.600   MT  0.99990029   -0 02 09.1
 JU2863;SPC NJ       -   168,898.54    476,100.10   sFT  0.99990029   -0 02 09.1
 JU2863;UTM  18      - 4,349,838.761   538,231.382   MT  0.99961800   +0 16 50.9
 JU2863
 JU2863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2863!SPC NJ       -   1.00000491  x   0.99990029  =   0.99990520
 JU2863!UTM  18      -   1.00000491  x   0.99961800  =   0.99962291
 JU2863
 JU2863:                Primary Azimuth Mark                     Grid Az
 JU2863:SPC NJ       -  MARGATE CITY WATER TANK                  048 19 22.0
 JU2863:UTM  18      -  MARGATE CITY WATER TANK                  048 00 22.0
 JU2863
 JU2863|---------------------------------------------------------------------|
 JU2863| PID    Reference Object                     Distance      Geod. Az  |
 JU2863|                                                           dddmmss.s |
 JU2863| JU2862 MARGATE CITY WATER TANK             APPROX. 6.2 KM 0481712.9 |
 JU2863| JU2861 MARGATE CITY STANDPIPE              APPROX. 4.8 KM 0494718.2 |
 JU2863| JU2842 LONGPORT STANDPIPE                  APPROX. 3.6 KM 0534946.9 |
 JU2863| JU0483 M 56                                  3.207 METERS 07452     |
 JU2863| AJ8717 TOLL RM 1                                          18338     |
 JU2863| AJ8718 TOLL AZ MK                                         2021224.0 |
 JU2863| JU2839 SOMERS POINT STANDPIPE              APPROX. 4.5 KM 3025500.3 |
 JU2863|---------------------------------------------------------------------|
 JU2863
 JU2863                          SUPERSEDED SURVEY CONTROL
 JU2863
 JU2863  NAD 83(1986)-  39 17 49.48432(N)    074 33 23.85669(W) AD(       ) 3
 JU2863  NAD 27      -  39 17 49.06650(N)    074 33 25.30490(W) AD(       ) 3
 JU2863  NGVD 29 (07/19/86)    3.67   (m)           12.0    (f) LEVELING    3  
 JU2863
 JU2863.Superseded values are not recommended for survey control.
 JU2863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2863.See file dsdata.txt to determine how the superseded data were derived.
 JU2863
 JU2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3823149839(NAD 83)
 JU2863_MARKER: DS = TRIANGULATION STATION DISK
 JU2863_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU2863_SP_SET: SIDEWALK
 JU2863_STAMPING: TOLL 1962
 JU2863_MARK LOGO: CGS   
 JU2863_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2863+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2000
 JU2863
 JU2863  HISTORY     - Date     Condition        Report By
 JU2863  HISTORY     - 1962     MONUMENTED       CGS
 JU2863  HISTORY     - 1981     GOOD             LOCENG
 JU2863  HISTORY     - 20000827 GOOD             NJGS
 JU2863
 JU2863                          STATION DESCRIPTION
 JU2863
 JU2863'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2863'THE STATION IS LOCATED AT THE NORTH END OF OCEAN CITY, ON THE
 JU2863'EAST SIDE OF THE TOLL BOOTH AT THE SOUTH END OF THE GREAT EGG
 JU2863'INLET BRIDGE.  IT IS A STANDARD DISK STAMPED TOLL 1962, CEMENTED
 JU2863'IN A DRILLED HOLE NEAR THE CENTER OF THE SIDEWALK.  IT IS 28 FEET
 JU2863'SOUTH OF THE SOUTHEAST CORNER OF THE BRIDGE, 22 FEET EAST OF THE
 JU2863'EAST SIDE OF THE TOLL BOOTH, 11 FEET WEST OF A FLAGPOLE, AND
 JU2863'3.3 FEET EAST OF THE EAST CURB OF THE ROAD.
 JU2863'
 JU2863'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GARDENS
 JU2863'PARKWAY FOR 0.3 MILE TO THE INTERSECTION WITH ATLANTIC BOULEVARD
 JU2863'AND THE AZIMUTH MARK IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 JU2863'
 JU2863'REFERENCE MARK 1 IS A STANDARD DISK STAMPED TOLL NO 1 1962,
 JU2863'CEMENTED IN A DRILLED HOLE IN THE EAST EDGE OF THE SIDEWALK.  IT
 JU2863'IS 62 FEET SOUTH OF THE SOUTHEAST END OF THE BRIDGE, 39 FEET
 JU2863'SOUTH OF THE FLAGPOLE, 73 FEET NORTH OF THE SOUTH END OF THE
 JU2863'SIDEWALK, AND 3.9 FEET EAST OF THE CURB.
 JU2863'
 JU2863'BENCH MARK M 56 IS A STANDARD COAST AND GEODETIC SURVEY BENCH
 JU2863'MARK DISK STAMPED M 56 1961, CEMENTED IN A DRILLED HOLE IN THE
 JU2863'SOUTHWEST CORNER OF THE CONCRETE FOOTING OF THE FLAGPOLE.  IT
 JU2863'IS 28 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE, AND
 JU2863'31 FEET EAST OF THE EAST SIDE OF THE TOLL BOOTH.
 JU2863'
 JU2863'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TOLL 1962, CEMENTED
 JU2863'IN A DRILLED HOLE NEAR THE CENTER OF THE SOUTH SIDEWALK OF ATLANTIC
 JU2863'BOULEVARD.  IT IS 60 FEET SOUTHWEST OF THE INTERSECTION OF
 JU2863'GARDENS PARKWAY AND ATLANTIC BOULEVARD, 53 FEET NORTHEAST OF
 JU2863'THE NORTHEAST CORNER OF A FRAME HOUSE NUMBER 297, 38 FEET SOUTH
 JU2863'OF THE CENTERLINE OF ATLANTIC BOULEVARD, 10 FEET WEST OF A CURB,
 JU2863'AND 8.5 FEET SOUTH OF A CURB.
 JU2863'
 JU2863'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU2863
 JU2863                          STATION RECOVERY (1981)
 JU2863
 JU2863'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (CT)
 JU2863'TOLL 1962 RECOVERED IN GOOD CONDITION.
 JU2863'
 JU2863'RM 1 IN GOOD CONDITION.
 JU2863
 JU2863                          STATION RECOVERY (2000)
 JU2863
 JU2863'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 JU2863'THE STATION IS LOCATED IN THE CITY OF OCEAN CITY, ON THE EAST SIDE OF
 JU2863'THE TOLL BOOTH AT THE SOUTH END OF GREAT EGG INLET BRIDGE.  TO REACH
 JU2863'THE STATION FROM THE INTERSECTION OF 9TH STREET AND WESLEY AVENUE GO
 JU2863'1.35 MI (2.17 KM) NORTHEAST ON WESLEY AVENUE THEN BECOMING GARDENS
 JU2863'PARKWAY, CONTINUE ON GARDENS PARKWAY 0.4 MI (0.6 KM) T0 THE TOLL BOOTH
 JU2863'AND THE STATION ON THE RIGHT.  THE STATION IS 1.0 M (3.3 FT) EAST FROM
 JU2863'THE EAST CURB OF THE TOLL BOOTH ROBERT K.  BELL, 12.15 M (39.86 FT)
 JU2863'EAST NORTHEAST FROM NORTHEAST CORNER OF THE TOLL BOOTH, 3.45 M (11.32
 JU2863'FT) EAST FROM THE CENTERLINE OF GARDENS PARKWAY PROJECTED, 10.4 M
 JU2863'(34.1 FT) NORTH FROM REFERENCE MARK TOLL NO.  1. SET IN THE CENTER OF
 JU2863'THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ8718 ***********************************************************************
 AJ8718  DESIGNATION -  TOLL AZ MK
 AJ8718  PID         -  AJ8718
 AJ8718  STATE/COUNTY-  NJ/CAPE MAY
 AJ8718  USGS QUAD   -  OCEAN CITY (1994)
 AJ8718
 AJ8718                         *CURRENT SURVEY CONTROL
 AJ8718  ___________________________________________________________________
 AJ8718* NAD 83(1986)-  39 17 34.     (N)    074 33 35.     (W)     SCALED    
 AJ8718* NAVD 88     -         2.094  (meters)       6.87   (feet)  ADJUSTED  
 AJ8718  ___________________________________________________________________
 AJ8718  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 AJ8718  DYNAMIC HT  -           2.092 (meters)       6.86  (feet)  COMP
 AJ8718  MODELED GRAV-     980,100.2   (mgal)                       NAVD 88
 AJ8718
 AJ8718  VERT ORDER  -  FIRST     CLASS II
 AJ8718
 AJ8718.The horizontal coordinates were scaled from a topographic map and have
 AJ8718.an estimated accuracy of +/- 6 seconds.
 AJ8718
 AJ8718.The orthometric height was determined by differential leveling
 AJ8718.and adjusted by the National Geodetic Survey in March 2005..
 AJ8718
 AJ8718.The geoid height was determined by GEOID03.
 AJ8718
 AJ8718.The dynamic height is computed by dividing the NAVD 88
 AJ8718.geopotential number by the normal gravity value computed on the
 AJ8718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8718.degrees latitude (g = 980.6199 gals.).
 AJ8718
 AJ8718.The modeled gravity was interpolated from observed gravity values.
 AJ8718
 AJ8718;                    North         East    Units  Estimated Accuracy
 AJ8718;SPC NJ       -    51,000.      144,850.      MT  (+/- 180 meters Scaled)
 AJ8718
 AJ8718                          SUPERSEDED SURVEY CONTROL
 AJ8718
 AJ8718.No superseded survey control is available for this station.
 AJ8718
 AJ8718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ379493(NAD 83)
 AJ8718_MARKER: DZ = AZIMUTH MARK DISK
 AJ8718_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ8718_SP_SET: SIDEWALK
 AJ8718_STAMPING: TOLL 1962
 AJ8718_MARK LOGO: CGS   
 AJ8718_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8718_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ8718+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1999
 AJ8718
 AJ8718  HISTORY     - Date     Condition        Report By
 AJ8718  HISTORY     - 1962     MONUMENTED       CGS
 AJ8718  HISTORY     - 19990428 GOOD             NJGS
 AJ8718
 AJ8718                          STATION DESCRIPTION
 AJ8718
 AJ8718'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1999 (JVS)
 AJ8718'THE STATION IS LOCATED AT THE NORTH END OF OCEAN CITY.  TO REACH THE
 AJ8718'STATION FROM THE INTERSECTION OF 9TH STREET AND WESLEY AVENUE GO 1.35
 AJ8718'MI (2.17 KM) NORTHEAST ON WESLEY AVENUE THEN BECOMING GARDENS PARKWAY
 AJ8718'CONTINING ON GARDENS PARKWAY FOR 0.1 MI (0.2 KM) TO WEST ATLANTIC
 AJ8718'BOULEVARD AND THE STATION ON THE LEFT NEAR THE NORTH EDGE OF THE
 AJ8718'CONCRETE SIDEWALK.  THE STATION IS 2.55 M (8.37 FT) SOUTH SOUTHWEST
 AJ8718'FROM THE SOUTHWEST CURB OF WEST ATLANTIC BOULEVARD, 2.15 M (7.05 FT)
 AJ8718'SOUTH FROM WOOD UTILITY NUMBER A 21152, 5.3 M (17.4 FT) WEST FROM A
 AJ8718'MANHOLE 3.05 M (10.01 FT) NORTHWEST FROM THE NORTHWEST CURB OF A ROAD
 AJ8718'PARALLELING GARDENS PARKWAY, 11.4 M (37.4 FT) NORTHEAST FROM THE
 AJ8718'NORTHEAST CORNER OF HOUSE NUNBER 608.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ8717 ***********************************************************************
 AJ8717  DESIGNATION -  TOLL RM 1
 AJ8717  PID         -  AJ8717
 AJ8717  STATE/COUNTY-  NJ/CAPE MAY
 AJ8717  USGS QUAD   -  OCEAN CITY (1994)
 AJ8717
 AJ8717                         *CURRENT SURVEY CONTROL
 AJ8717  ___________________________________________________________________
 AJ8717* NAD 83(1986)-  39 17 49.     (N)    074 33 24.     (W)     SCALED    
 AJ8717* NAVD 88     -         2.813  (meters)       9.23   (feet)  ADJUSTED  
 AJ8717  ___________________________________________________________________
 AJ8717  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 AJ8717  DYNAMIC HT  -           2.811 (meters)       9.22  (feet)  COMP
 AJ8717  MODELED GRAV-     980,100.8   (mgal)                       NAVD 88
 AJ8717
 AJ8717  VERT ORDER  -  FIRST     CLASS II
 AJ8717
 AJ8717.The horizontal coordinates were scaled from a topographic map and have
 AJ8717.an estimated accuracy of +/- 6 seconds.
 AJ8717
 AJ8717.The orthometric height was determined by differential leveling
 AJ8717.and adjusted by the National Geodetic Survey in March 2005..
 AJ8717
 AJ8717.The geoid height was determined by GEOID03.
 AJ8717
 AJ8717.The dynamic height is computed by dividing the NAVD 88
 AJ8717.geopotential number by the normal gravity value computed on the
 AJ8717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8717.degrees latitude (g = 980.6199 gals.).
 AJ8717
 AJ8717.The modeled gravity was interpolated from observed gravity values.
 AJ8717
 AJ8717;                    North         East    Units  Estimated Accuracy
 AJ8717;SPC NJ       -    51,470.      145,110.      MT  (+/- 180 meters Scaled)
 AJ8717
 AJ8717                          SUPERSEDED SURVEY CONTROL
 AJ8717
 AJ8717.No superseded survey control is available for this station.
 AJ8717
 AJ8717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ382498(NAD 83)
 AJ8717_MARKER: DR = REFERENCE MARK DISK
 AJ8717_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ8717_SP_SET: BRIDGE SIDEWALK
 AJ8717_STAMPING: TOLL NO 1 1962
 AJ8717_MARK LOGO: CGS   
 AJ8717_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8717+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2000
 AJ8717
 AJ8717  HISTORY     - Date     Condition        Report By
 AJ8717  HISTORY     - 1962     MONUMENTED       CGS
 AJ8717  HISTORY     - 20000227 GOOD             NJGS
 AJ8717
 AJ8717                          STATION DESCRIPTION
 AJ8717
 AJ8717'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (JVS)
 AJ8717'THE STATION IS LOCATED AT THE NORTH END OF OCEAN CITY.  TO REACH THE
 AJ8717'STATION FROM THE INTERSECTION OF 9TH STREET AND WESLEY AVENUE GO 1.35
 AJ8717'MILES (2.17 KM) NORTHEAST ON WESLEY AVENUE BECOMING GARDENS PARKWAY,
 AJ8717'CONTINUE ON GARDENS PARKWAY 0.4 MILES (0.6 KM) TO THE TOLL BOOTH AND
 AJ8717'THE STATION ON THE RIGHT.  THE STATION IS 1.55 M (5.09 FT) EAST FROM
 AJ8717'THE EAST CURB OF THE TOLL BOOTH, 8.15 M (26.74 FT) EAST FROM THE
 AJ8717'NORTHEAST CORNER OF THE TOLL BOOTH, 5.95 M (19.52 FT) EAST FROM THE
 AJ8717'CENTERLINE OF GARDENS PARKWAY PROJECTED, 10.4 M (34.1 FT) SOUTH FROM
 AJ8717'STATION TOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2659 ***********************************************************************
 JU2659  DESIGNATION -  TOM
 JU2659  PID         -  JU2659
 JU2659  STATE/COUNTY-  NJ/OCEAN
 JU2659  USGS QUAD   -  TOMS RIVER (1989)
 JU2659
 JU2659                         *CURRENT SURVEY CONTROL
 JU2659  ___________________________________________________________________
 JU2659* NAD 83(1996)-  39 56 38.25926(N)    074 07 34.52303(W)     ADJUSTED  
 JU2659* NAVD 88     -         2.     (meters)       7.     (feet)  VERTCON   
 JU2659  ___________________________________________________________________
 JU2659  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 JU2659  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JU2659
 JU2659  HORZ ORDER  -  THIRD
 JU2659
 JU2659.The horizontal coordinates were established by classical geodetic methods
 JU2659.and adjusted by the National Geodetic Survey in September 1999..
 JU2659
 JU2659.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2659
 JU2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2659
 JU2659.The geoid height was determined by GEOID03.
 JU2659
 JU2659;                    North         East     Units Scale Factor Converg.
 JU2659;SPC NJ       -   123,359.660   181,938.328   MT  0.99991255   +0 14 23.9
 JU2659;SPC NJ       -   404,722.48    596,909.33   sFT  0.99991255   +0 14 23.9
 JU2659;UTM  18      - 4,421,902.888   574,643.938   MT  0.99966859   +0 33 39.6
 JU2659
 JU2659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2659!SPC NJ       -   1.00000493  x   0.99991255  =   0.99991748
 JU2659!UTM  18      -   1.00000493  x   0.99966859  =   0.99967352
 JU2659
 JU2659|---------------------------------------------------------------------|
 JU2659| PID    Reference Object                     Distance      Geod. Az  |
 JU2659|                                                           dddmmss.s |
 JU2659| CB3137 TOM RM 2                             16.775 METERS 07659     |
 JU2659| JU2600 SEASIDE HEIGHTS STANDPIPE           APPROX. 4.2 KM 0903730.5 |
 JU2659| JU0213 SEASIDE PARK                        APPROX. 5.0 KM 1314407.0 |
 JU2659| CB3136 TOM RM 1                             14.535 METERS 35028     |
 JU2659|---------------------------------------------------------------------|
 JU2659
 JU2659                          SUPERSEDED SURVEY CONTROL
 JU2659
 JU2659  NAD 83(1986)-  39 56 38.25380(N)    074 07 34.51990(W) AD(       ) 3
 JU2659  NAD 27      -  39 56 37.82600(N)    074 07 36.03000(W) AD(       ) 3
 JU2659  NGVD 29 (07/19/86)    2.     (m)            7.     (f) VERT ANG       
 JU2659
 JU2659.Superseded values are not recommended for survey control.
 JU2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2659.See file dsdata.txt to determine how the superseded data were derived.
 JU2659
 JU2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7464421903(NAD 83)
 JU2659_MARKER: DS = TRIANGULATION STATION DISK
 JU2659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2659
 JU2659  HISTORY     - Date     Condition        Report By
 JU2659  HISTORY     - 1935     MONUMENTED       CGS
 JU2659  HISTORY     - 1951     SEE DESCRIPTION  CGS
 JU2659  HISTORY     - 1962     MARK NOT FOUND   CGS
 JU2659  HISTORY     - 19940816 MARK NOT FOUND   USPSQD
 JU2659
 JU2659                          STATION DESCRIPTION
 JU2659
 JU2659'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2659'STATION IS LOCATED ON THE N FORK OF TOMS RIVER 1/2 MILE W OF
 JU2659'THE MOUTH OF THE RIVER IN THE VILLAGE OF BAY SHORE.
 JU2659'
 JU2659'STATION IS MARKED BY A STANDARD DISK STAMPED, TOM 1935 IN A
 JU2659'CEMENT MONUMENT 12- BY 12-INCH BY 3-FOOT PROJECTING 6 INCHES
 JU2659'ABOVE THE GROUND.
 JU2659'
 JU2659'REFERENCE MARK NO.1 IS A STANDARD TRIANGULATION DISK WITH THE
 JU2659'TRIANGLE MUTILATED AND STAMPED, R.M.1 WITH AN ARROW POINTING TO
 JU2659'THE STATION.  IT IS IN A 10- BY 10-INCH BY 3-FOOT MONUMENT.  IT
 JU2659'IS N OF THE STATION, ACROSS THE OPPOSITE SIDE OF THE ROAD FROM
 JU2659'THE STATION.  REFERENCE MARK NO.2 IS A STANDARD REFERENCE MARK
 JU2659'NO.1 DISK STAMPED, TOM 1935 NO.2 IN SIMILAR MONUMENT E OF THE
 JU2659'STATION AND 4 METERS FROM HIGH-WATER LINE.
 JU2659'
 JU2659'ANGLE AT R.M. NO.1 FROM R.M. NO.2 TO TOM IS 51 DEG 04 MIN 55.0 SEC.
 JU2659'
 JU2659'ANGLE AT R.M. NO.2 FROM TOM TO R.M. NO.1 IS 42 DEG 24 MIN 22.5 SEC.
 JU2659'
 JU2659'DISTANCE FROM R.M. NO.1 TO R.M. NO.2 IS 21.530 METERS.
 JU2659'
 JU2659'TO REACH THE STATION BY TRUCK FROM THE CITY OF TOMS RIVER, FOLLOW
 JU2659'ROUTE 37 TO THE EASTWARD TO FISHER BOULEVARD AND TURN RIGHT
 JU2659'AND GO 0.3 MILE TO THE SHORE ROAD AND TURN RIGHT ALONG THE SHORE
 JU2659'ROAD FOR 0.1 MILE.  THE STATION IS 3 METERS N OF THE HIGH-WATER
 JU2659'LINE AND IS BETWEEN THE SHORE ROAD AND HIGH-WATER LINE.
 JU2659'
 JU2659'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
 JU2659
 JU2659                          STATION RECOVERY (1951)
 JU2659
 JU2659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2659'STATION MARK AND R.M.2 WERE FOUND LYING ON THE SHORE.  THE DISKS
 JU2659'WERE REMOVED BY THIS PARTY.  R.M.1 WAS RECOVERED IN GOOD
 JU2659'CONDITION.  IT IS IN FRONT OF A HOUSE OWNED BY H. BICKLE OF 824
 JU2659'MCKINLAY STREET, 23.3 FEET SE OF THE SW CORNER, 19.9 FEET SW OF
 JU2659'THE SE CORNER, 9.49 FEET W OF THE W EDGE OF CONCRETE WALK, AND
 JU2659'29.9 FEET N OF THE HIGH-WATER LINE OF TOMS RIVER.
 JU2659
 JU2659                          STATION RECOVERY (1962)
 JU2659
 JU2659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2659'NOT RECOVERED.  THE ENTIRE AREA AT THE FOOT OF MORRIS BOULEVARD
 JU2659'IS WASHED AWAY, BEACH, ROAD, AND FRONT END OF LOTS.
 JU2659
 JU2659                          STATION RECOVERY (1994)
 JU2659
 JU2659'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU2659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4455 ***********************************************************************
 JU4455  DESIGNATION -  TOMS RIVER 1
 JU4455  PID         -  JU4455
 JU4455  STATE/COUNTY-  NJ/OCEAN
 JU4455  USGS QUAD   -  TOMS RIVER (1989)
 JU4455
 JU4455                         *CURRENT SURVEY CONTROL
 JU4455  ___________________________________________________________________
 JU4455* NAD 83(1996)-  39 59 46.50154(N)    074 12 23.00854(W)     ADJUSTED  
 JU4455* NAVD 88     -        25.9    (meters)      85.     (feet)  GPS OBS   
 JU4455  ___________________________________________________________________
 JU4455  X           -   1,331,733.834 (meters)                     COMP
 JU4455  Y           -  -4,708,252.160 (meters)                     COMP
 JU4455  Z           -   4,077,662.097 (meters)                     COMP
 JU4455  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 JU4455  ELLIP HEIGHT-          -7.06  (meters)          (10/23/02) GPS OBS
 JU4455  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU4455
 JU4455  HORZ ORDER  -  FIRST
 JU4455  ELLP ORDER  -  FOURTH    CLASS I
 JU4455
 JU4455.The horizontal coordinates were established by GPS observations
 JU4455.and adjusted by the National Geodetic Survey in May 1999..
 JU4455
 JU4455.The orthometric height was determined by GPS observations and a
 JU4455.high-resolution geoid model.
 JU4455
 JU4455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4455
 JU4455.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4455
 JU4455.The ellipsoidal height was determined by GPS observations
 JU4455.and is referenced to NAD 83.
 JU4455
 JU4455.The geoid height was determined by GEOID03.
 JU4455
 JU4455;                    North         East     Units Scale Factor Converg.
 JU4455;SPC NJ       -   129,139.406   175,071.266   MT  0.99990774   +0 11 19.4
 JU4455;SPC NJ       -   423,684.87    574,379.65   sFT  0.99990774   +0 11 19.4
 JU4455;UTM  18      - 4,427,642.623   567,746.290   MT  0.99965650   +0 30 36.4
 JU4455
 JU4455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4455!SPC NJ       -   1.00000111  x   0.99990774  =   0.99990885
 JU4455!UTM  18      -   1.00000111  x   0.99965650  =   0.99965761
 JU4455
 JU4455:                Primary Azimuth Mark                     Grid Az
 JU4455:SPC NJ       -  TOMS RIVER 2                             021 36 16.6
 JU4455:UTM  18      -  TOMS RIVER 2                             021 16 59.6
 JU4455
 JU4455|---------------------------------------------------------------------|
 JU4455| PID    Reference Object                     Distance      Geod. Az  |
 JU4455|                                                           dddmmss.s |
 JU4455| KV7009 TOMS RIVER 2                        483.380 METERS 0214736.0 |
 JU4455|---------------------------------------------------------------------|
 JU4455
 JU4455                          SUPERSEDED SURVEY CONTROL
 JU4455
 JU4455  ELLIP H (05/14/99)   -7.08   (m)                       GP(       ) 4 1
 JU4455  NAD 83(1992)-  39 59 46.49905(N)    074 12 23.01021(W) AD(       ) 1
 JU4455  ELLIP H (04/25/94)   -7.00   (m)                       GP(       ) 3 1
 JU4455
 JU4455.Superseded values are not recommended for survey control.
 JU4455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4455.See file dsdata.txt to determine how the superseded data were derived.
 JU4455
 JU4455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6774627643(NAD 83)
 JU4455_MARKER: DD = SURVEY DISK
 JU4455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4455_SP_SET: CONCRETE POST
 JU4455_STAMPING: TOMS RIVER 1 1991
 JU4455_MARK LOGO: NJHA  
 JU4455_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4455+STABILITY: SURFACE MOTION
 JU4455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4455+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1993
 JU4455
 JU4455  HISTORY     - Date     Condition        Report By
 JU4455  HISTORY     - 1991     MONUMENTED       NJHA
 JU4455  HISTORY     - 19930514 GOOD
 JU4455
 JU4455                          STATION DESCRIPTION
 JU4455
 JU4455'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 JU4455'THE STATION IS LOCATED IN DOVER TOWNSHIP IN A GRASS AREA EAST OF THE
 JU4455'GARDEN STATE PARKWAY NORTHBOUND LANES AT MILEPOINT 84.70, ABOUT 100
 JU4455'FT (30.5 M) SOUTH OF THE TOMS RIVER TOLL GATES.  THE STATION, ABOUT
 JU4455'0.2 FT (6.1 CM) BENEATH GROUND LEVEL IS 41.8 FT (12.7 M) NORTH FROM
 JU4455'POLE NUMBER 3690, 46.4 FT (14.1 M) EAST NORTHEAST FROM POLE NUMBER
 JU4455'3691, WITH LAMP, 49.4 FT (15.1 M) EAST SOUTHEAST FROM, AND NORMAL TO,
 JU4455'THE SOLID WHITE LINE AT THE EAST SIDE OF THE NORTHBOUND LANES AND
 JU4455'99.2 FT (30.2 M) WEST NORTHWEST FROM, AND NORMAL TO, THE CENTER OF
 JU4455'DUGAN LANE MARGINAL ROAD.
 JU4455
 JU4455                          STATION RECOVERY (1993)
 JU4455
 JU4455'RECOVERED 1993
 JU4455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7009 ***********************************************************************
 KV7009  DESIGNATION -  TOMS RIVER 2
 KV7009  PID         -  KV7009
 KV7009  STATE/COUNTY-  NJ/OCEAN
 KV7009  USGS QUAD   -  LAKEWOOD (1989)
 KV7009
 KV7009                         *CURRENT SURVEY CONTROL
 KV7009  ___________________________________________________________________
 KV7009* NAD 83(1996)-  40 00 01.05366(N)    074 12 15.44292(W)     ADJUSTED  
 KV7009* NAVD 88     -        24.8    (meters)      81.     (feet)  GPS OBS   
 KV7009  ___________________________________________________________________
 KV7009  X           -   1,331,827.758 (meters)                     COMP
 KV7009  Y           -  -4,707,924.865 (meters)                     COMP
 KV7009  Z           -   4,078,005.190 (meters)                     COMP
 KV7009  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 KV7009  ELLIP HEIGHT-          -8.21  (meters)          (10/23/02) GPS OBS
 KV7009  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KV7009
 KV7009  HORZ ORDER  -  FIRST
 KV7009  ELLP ORDER  -  FOURTH    CLASS I
 KV7009
 KV7009.The horizontal coordinates were established by GPS observations
 KV7009.and adjusted by the National Geodetic Survey in May 1999..
 KV7009
 KV7009.The orthometric height was determined by GPS observations and a
 KV7009.high-resolution geoid model.
 KV7009
 KV7009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7009
 KV7009.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7009
 KV7009.The ellipsoidal height was determined by GPS observations
 KV7009.and is referenced to NAD 83.
 KV7009
 KV7009.The geoid height was determined by GEOID03.
 KV7009
 KV7009;                    North         East     Units Scale Factor Converg.
 KV7009;SPC NJ       -   129,588.785   175,249.230   MT  0.99990785   +0 11 24.3
 KV7009;SPC NJ       -   425,159.21    574,963.52   sFT  0.99990785   +0 11 24.3
 KV7009;UTM  18      - 4,428,092.881   567,921.686   MT  0.99965679   +0 30 41.4
 KV7009
 KV7009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7009!SPC NJ       -   1.00000129  x   0.99990785  =   0.99990914
 KV7009!UTM  18      -   1.00000129  x   0.99965679  =   0.99965808
 KV7009
 KV7009:                Primary Azimuth Mark                     Grid Az
 KV7009:SPC NJ       -  TOMS RIVER 1                             201 36 16.6
 KV7009:UTM  18      -  TOMS RIVER 1                             201 16 59.5
 KV7009
 KV7009|---------------------------------------------------------------------|
 KV7009| PID    Reference Object                     Distance      Geod. Az  |
 KV7009|                                                           dddmmss.s |
 KV7009| JU4455 TOMS RIVER 1                        483.380 METERS 2014740.9 |
 KV7009|---------------------------------------------------------------------|
 KV7009
 KV7009                          SUPERSEDED SURVEY CONTROL
 KV7009
 KV7009  ELLIP H (05/14/99)   -8.23   (m)                       GP(       ) 4 1
 KV7009  NAD 83(1992)-  40 00 01.05115(N)    074 12 15.44458(W) AD(       ) 1
 KV7009  ELLIP H (04/25/94)   -8.15   (m)                       GP(       ) 3 1
 KV7009
 KV7009.Superseded values are not recommended for survey control.
 KV7009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7009.See file dsdata.txt to determine how the superseded data were derived.
 KV7009
 KV7009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6792228093(NAD 83)
 KV7009_MARKER: DD = SURVEY DISK
 KV7009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7009_SP_SET: CONCRETE POST
 KV7009_STAMPING: TOMS RIVER 2 1991
 KV7009_MARK LOGO: NJHA  
 KV7009_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7009+STABILITY: SURFACE MOTION
 KV7009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7009+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1993
 KV7009
 KV7009  HISTORY     - Date     Condition        Report By
 KV7009  HISTORY     - 1991     MONUMENTED       NJHA
 KV7009  HISTORY     - 19930514 GOOD
 KV7009
 KV7009                          STATION DESCRIPTION
 KV7009
 KV7009'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 KV7009'THE STATION IS LOCATED IN THE TOWNSHIP OF DOVER IN THE CENTER GRASS
 KV7009'MEDIAN OF THE GARDEN STATE PARKWAY AT MILEPOINT 85.0 SOUTHBOUND ABOUT
 KV7009'0.3 MI (0.5 KM) NE FROM THE TOMS RIVER TOLL GATES.  THE STATION IS
 KV7009'86.0 FT (26.2 M) SSW FROM A SMALL METAL DRAIN PIPE AT THE EAST SIDE
 KV7009'OF THE SOUTHBOUND LANE, 39.5 FT (12.0 M) SOUTHEAST FROM, AND NORMAL
 KV7009'TO, THE SOLID YELLOW LANE LINE AT THE EAST EDGE OF THE SOUTHBOUND
 KV7009'LANES, 50.5 FT (15.4 M) NORTHWEST FROM, AND NORMAL TO, THE SOLID
 KV7009'YELLOW LANE LINE AT THE WEST EDGE OF THE NORTHBOUND LANES AND 151.3
 KV7009'FT (46.1 M) NORTH NORTHWEST FROM A 45 MPH SPEED LIMIT SIGN POST TO
 KV7009'THE WEST OF THE NORTHBOUND LANES.
 KV7009
 KV7009                          STATION RECOVERY (1993)
 KV7009
 KV7009'RECOVERED 1993
 KV7009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2605 ***********************************************************************
 JU2605  DESIGNATION -  TOMS RIVER COAST GUARD FLAGTWR
 JU2605  PID         -  JU2605
 JU2605  STATE/COUNTY-  NJ/OCEAN
 JU2605  USGS QUAD   -  SEASIDE PARK (1989)
 JU2605
 JU2605                         *CURRENT SURVEY CONTROL
 JU2605  ___________________________________________________________________
 JU2605* NAD 83(1996)-  39 56 06.79274(N)    074 04 22.06346(W)     ADJUSTED  
 JU2605* NAVD 88     -                                                        
 JU2605  ___________________________________________________________________
 JU2605  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 JU2605  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU2605
 JU2605  HORZ ORDER  -  THIRD
 JU2605
 JU2605.The horizontal coordinates were established by classical geodetic methods
 JU2605.and adjusted by the National Geodetic Survey in September 1999..
 JU2605
 JU2605
 JU2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2605
 JU2605.The geoid height was determined by GEOID03.
 JU2605
 JU2605;                    North         East     Units Scale Factor Converg.
 JU2605;SPC NJ       -   122,409.744   186,511.506   MT  0.99991641   +0 16 27.2
 JU2605;SPC NJ       -   401,605.97    611,913.17   sFT  0.99991641   +0 16 27.2
 JU2605;UTM  18      - 4,420,978.833   579,221.261   MT  0.99967726   +0 35 42.8
 JU2605
 JU2605                          SUPERSEDED SURVEY CONTROL
 JU2605
 JU2605  NAD 83(1986)-  39 56 06.78699(N)    074 04 22.05789(W) AD(       ) 4
 JU2605  NAD 27      -  39 56 06.35400(N)    074 04 23.57400(W) AD(       ) 3
 JU2605
 JU2605.Superseded values are not recommended for survey control.
 JU2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2605.See file dsdata.txt to determine how the superseded data were derived.
 JU2605
 JU2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7922120979(NAD 83)
 JU2605_MARKER: 55 = TOWER
 JU2605
 JU2605  HISTORY     - Date     Condition        Report By
 JU2605  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU2605  HISTORY     - 1962     GOOD             CGS
 JU2605  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU2605
 JU2605                          STATION DESCRIPTION
 JU2605
 JU2605'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2605'STATION IS LOCATED ON THE E SIDE OF BARNEGAT BAY ON ISLAND
 JU2605'BEACH OPPOSITE THE MOUTH OF TOMS RIVER.  IT IS AT THE
 JU2605'INTERSECTION OF OCEAN AVENUE AND DECATUR AVENUE IN THE VILLAGE OF
 JU2605'BERKELEY.  THE STATION IS THE CENTER OF THE FLAGPOLE ON THE
 JU2605'STRUCTURAL STEEL TOWER AT THE TOMS RIVER COAST GUARD STATION.
 JU2605'THIS STATION WAS LOCATED BY BOLSTEAD, 1935, AS A TOPOGRAPHIC
 JU2605'STATION.
 JU2605'
 JU2605'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 JU2605
 JU2605                          STATION RECOVERY (1962)
 JU2605
 JU2605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2605'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JU2605
 JU2605                          STATION RECOVERY (1984)
 JU2605
 JU2605'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 JU2605'STATION NOT RECOVERED.
 JU2605'
 JU2605'COAST GUARD STATION NOW A SEASIDE PARK MUNICIPAL BUILDING.
 JU2605'FLAG TOWER HAS BEEN REMOVED ALTHOUGH FOUR CONCRETE BASES OF TOWER
 JU2605'REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2606 ***********************************************************************
 JU2606  DESIGNATION -  TOMS RIVER COAST GUARD CUPOLA
 JU2606  PID         -  JU2606
 JU2606  STATE/COUNTY-  NJ/OCEAN
 JU2606  USGS QUAD   -  SEASIDE PARK (1989)
 JU2606
 JU2606                         *CURRENT SURVEY CONTROL
 JU2606  ___________________________________________________________________
 JU2606* NAD 83(1996)-  39 56 06.40120(N)    074 04 22.47200(W)     ADJUSTED  
 JU2606* NAVD 88     -                                                        
 JU2606  ___________________________________________________________________
 JU2606  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 JU2606  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JU2606
 JU2606  HORZ ORDER  -  THIRD
 JU2606
 JU2606.The horizontal coordinates were established by classical geodetic methods
 JU2606.and adjusted by the National Geodetic Survey in September 1999..
 JU2606
 JU2606
 JU2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2606
 JU2606.The geoid height was determined by GEOID03.
 JU2606
 JU2606;                    North         East     Units Scale Factor Converg.
 JU2606;SPC NJ       -   122,397.623   186,501.865   MT  0.99991640   +0 16 27.0
 JU2606;SPC NJ       -   401,566.20    611,881.54   sFT  0.99991640   +0 16 27.0
 JU2606;UTM  18      - 4,420,966.661   579,211.690   MT  0.99967724   +0 35 42.5
 JU2606
 JU2606                          SUPERSEDED SURVEY CONTROL
 JU2606
 JU2606  NAD 83(1986)-  39 56 06.39544(N)    074 04 22.46622(W) AD(       ) 4
 JU2606  NAD 27      -  39 56 05.96000(N)    074 04 23.98000(W) AD(       ) 3
 JU2606
 JU2606.Superseded values are not recommended for survey control.
 JU2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2606.See file dsdata.txt to determine how the superseded data were derived.
 JU2606
 JU2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7921220967(NAD 83)
 JU2606_MARKER: 86 = CUPOLA
 JU2606
 JU2606  HISTORY     - Date     Condition        Report By
 JU2606  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU2606  HISTORY     - 1962     GOOD             CGS
 JU2606  HISTORY     - 1984     GOOD             USPSQD
 JU2606  HISTORY     - 1991     GOOD             USPSQD
 JU2606
 JU2606                          STATION DESCRIPTION
 JU2606
 JU2606'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2606'STATION IS LOCATED ON THE E SIDE OF BARNEGAT BAY ON ISLAND
 JU2606'BEACH OPPOSITE THE MOUTH OF TOMS RIVER.  IT IS AT THE
 JU2606'INTERSECTION OF OCEAN AVENUE AND DECATUR AVENUE IN THE VILLAGE
 JU2606'OF BERKELEY.  THE STATION IS THE HIGHEST POINT OF THE
 JU2606'RED-TOPPED CUPOLA ON THE MAIN BUILDING OF THE TOMS RIVER
 JU2606'COAST GUARD STATION.
 JU2606'
 JU2606'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS.
 JU2606
 JU2606                          STATION RECOVERY (1962)
 JU2606
 JU2606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2606'RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT THAT IT IS IN
 JU2606'SEASIDE PARK, (BERKELEY IS NO MORE).  IT HAS NOT BEEN CHANGED
 JU2606'TO THE KNOWLEDGE OF PERSONNEL STATIONED THERE.
 JU2606
 JU2606                          STATION RECOVERY (1984)
 JU2606
 JU2606'RECOVERY NOTE BY US POWER SQUADRON 1984 (JHF)
 JU2606'STATION FOUND GOOD.
 JU2606'
 JU2606'COAST GUARD STATION NOW IS A MUNICIPAL BUILDING OF TOWN OF SEA SIDE
 JU2606'PARK.
 JU2606
 JU2606                          STATION RECOVERY (1991)
 JU2606
 JU2606'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWK)
 JU2606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2661 ***********************************************************************
 JU2661  DESIGNATION -  TOMS RIVER STANDPIPE
 JU2661  PID         -  JU2661
 JU2661  STATE/COUNTY-  NJ/OCEAN
 JU2661  USGS QUAD   -  TOMS RIVER (1989)
 JU2661
 JU2661                         *CURRENT SURVEY CONTROL
 JU2661  ___________________________________________________________________
 JU2661* NAD 83(1996)-  39 57 14.56800(N)    074 11 43.10020(W)     ADJUSTED  
 JU2661* NAVD 88     -                                                        
 JU2661  ___________________________________________________________________
 JU2661  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 JU2661  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU2661
 JU2661  HORZ ORDER  -  THIRD
 JU2661
 JU2661.The horizontal coordinates were established by classical geodetic methods
 JU2661.and adjusted by the National Geodetic Survey in September 1999..
 JU2661
 JU2661
 JU2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2661
 JU2661.The geoid height was determined by GEOID03.
 JU2661
 JU2661;                    North         East     Units Scale Factor Converg.
 JU2661;SPC NJ       -   124,456.981   176,033.880   MT  0.99990834   +0 11 44.4
 JU2661;SPC NJ       -   408,322.61    577,537.82   sFT  0.99990834   +0 11 44.4
 JU2661;UTM  18      - 4,422,966.841   568,734.895   MT  0.99965816   +0 31 00.4
 JU2661
 JU2661                          SUPERSEDED SURVEY CONTROL
 JU2661
 JU2661  NAD 83(1986)-  39 57 14.56191(N)    074 11 43.09532(W) AD(       ) 4
 JU2661  NAD 27      -  39 57 14.13000(N)    074 11 44.60000(W) AD(       ) 3
 JU2661
 JU2661.Superseded values are not recommended for survey control.
 JU2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2661.See file dsdata.txt to determine how the superseded data were derived.
 JU2661
 JU2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK6873522967(NAD 83)
 JU2661_MARKER: 52 = STANDPIPE TANK
 JU2661
 JU2661  HISTORY     - Date     Condition        Report By
 JU2661  HISTORY     - 1932     FIRST OBSERVED   CGS
 JU2661  HISTORY     - 1951     GOOD             CGS
 JU2661  HISTORY     - 1962     GOOD             CGS
 JU2661  HISTORY     - 1984     GOOD             USPSQD
 JU2661  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU2661  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 JU2661
 JU2661                          STATION DESCRIPTION
 JU2661
 JU2661'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2661'STATION RECOVERED IN GOOD CONDITION.  NO PREVIOUS DESCRIPTION
 JU2661'HAS BEEN WRITTEN.  A NEW DESCRIPTION FOLLOWS--
 JU2661'
 JU2661'THIS STANDPIPE IS LOCATED IN THE TOWN OF TOMS RIVER, ON THE E
 JU2661'SIDE OF HORNER STREET, AND ABOUT 100.0 FEET N OF SHERIFF
 JU2661'STREET.  IT IS OF A DARK GRAY COLOR AND IS 100 FEET HIGH.  AN
 JU2661'ELEVATED WATER TANK OF ABOUT THE SAME HEIGHT IS LOCATED ABOUT
 JU2661'50.0 FEET NE OF THE STANDPIPE.
 JU2661
 JU2661                          STATION RECOVERY (1962)
 JU2661
 JU2661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2661'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1951.
 JU2661
 JU2661                          STATION RECOVERY (1984)
 JU2661
 JU2661'RECOVERY NOTE BY US POWER SQUADRON 1984 (CWK)
 JU2661'STATION FOUND GOOD.
 JU2661'
 JU2661'THE ELEVATED WATER TANK NO LONGER EXISTS.  THE STANDPIPE IS NOW
 JU2661'PAINTED LIGHT GREEN AND IT IS LOCATED AS DESCRIBED IN 1951 WITH THE
 JU2661'FOLLOWING ADDITION.  LOCATED ACROSS STREET FROM THE TOMS RIVER
 JU2661'COMMUNITY ADULT SCHOOL AND ADJACENT TO PLAYING FIELD USED BY TOMS
 JU2661'RIVER SOUTH HIGH SCHOOL.
 JU2661
 JU2661                          STATION RECOVERY (1987)
 JU2661
 JU2661'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU2661'MARK NOT FOUND.
 JU2661
 JU2661                          STATION RECOVERY (1991)
 JU2661
 JU2661'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWK)
 JU2661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4075 ***********************************************************************
 KV4075  DESIGNATION -  TOP
 KV4075  PID         -  KV4075
 KV4075  STATE/COUNTY-  NJ/HUDSON
 KV4075  USGS QUAD   -  WEEHAWKEN (1995)
 KV4075
 KV4075                         *CURRENT SURVEY CONTROL
 KV4075  ___________________________________________________________________
 KV4075* NAD 83(1996)-  40 48 47.77478(N)    074 01 07.07637(W)     ADJUSTED  
 KV4075* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 KV4075  ___________________________________________________________________
 KV4075  LAPLACE CORR-           7.53  (seconds)                    DEFLEC99
 KV4075  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 KV4075
 KV4075  HORZ ORDER  -  SECOND
 KV4075
 KV4075.The horizontal coordinates were established by classical geodetic methods
 KV4075.and adjusted by the National Geodetic Survey in September 1999..
 KV4075
 KV4075.The orthometric height was scaled from a topographic map.
 KV4075
 KV4075.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4075
 KV4075.The geoid height was determined by GEOID03.
 KV4075
 KV4075;                    North         East     Units Scale Factor Converg.
 KV4075;SPC NJ       -   219,924.464   190,610.051   MT  0.99992029   +0 18 52.6
 KV4075;SPC NJ       -   721,535.51    625,359.81   sFT  0.99992029   +0 18 52.6
 KV4075;SPC NY L     -    71,803.137   298,427.958   MT  0.99999511   -0 00 43.9
 KV4075;SPC NY L     -   235,574.13    979,092.39   sFT  0.99999511   -0 00 43.9
 KV4075;UTM  18      - 4,518,491.993   582,767.611   MT  0.99968432   +0 38 29.2
 KV4075
 KV4075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4075!SPC NJ       -   1.00000190  x   0.99992029  =   0.99992219
 KV4075!SPC NY L     -   1.00000190  x   0.99999511  =   0.99999701
 KV4075!UTM  18      -   1.00000190  x   0.99968432  =   0.99968622
 KV4075
 KV4075:                Primary Azimuth Mark                     Grid Az
 KV4075:SPC NJ       -  RIDGEFIELD LOWE PAPER TANK               013 45 19.0
 KV4075:SPC NY L     -  RIDGEFIELD LOWE PAPER TANK               014 04 55.5
 KV4075:UTM  18      -  RIDGEFIELD LOWE PAPER TANK               013 25 42.4
 KV4075
 KV4075|---------------------------------------------------------------------|
 KV4075| PID    Reference Object                     Distance      Geod. Az  |
 KV4075|                                                           dddmmss.s |
 KV4075| KV3987 RIDGEFIELD LOWE PAPER TANK          APPROX. 2.7 KM 0140411.6 |
 KV4075| KV4054 RID 1932                            APPROX. 2.4 KM 0172551.9 |
 KV4075| KV4031 RIDGEFIELD L P MAES HSE TOWER       APPROX. 1.8 KM 0245924.0 |
 KV4075| KV4044 FAIRVIEW BELLMAN BLEACH CHIM        APPROX. 1.1 KM 0295106.0 |
 KV4075| CB6478 TOP RM 3                             16.957 METERS 04040     |
 KV4075| KV4066 WOR TV MAST                         APPROX. 2.0 KM 1540707.8 |
 KV4075| CB6477 TOP RM 2                             11.726 METERS 18111     |
 KV4075| KV4069 NORTH BERGEN NYC RR SHOPS CHIM      APPROX. 1.7 KM 1953647.3 |
 KV4075| KV4081 NORTH BERGEN WATER CO CHIMNEY       APPROX. 2.3 KM 1970336.5 |
 KV4075| CB6476 TOP RM 1                              5.820 METERS 33309     |
 KV4075|---------------------------------------------------------------------|
 KV4075
 KV4075                          SUPERSEDED SURVEY CONTROL
 KV4075
 KV4075  NAD 83(1996)-  40 48 47.77464(N)    074 01 07.07650(W) AD(       ) 2
 KV4075  NAD 83(1996)-  40 48 47.77340(N)    074 01 07.07819(W) AD(       ) 2
 KV4075  NAD 83(1992)-  40 48 47.77253(N)    074 01 07.07893(W) AD(       ) 2
 KV4075  NAD 83(1986)-  40 48 47.77634(N)    074 01 07.07316(W) AD(       ) 2
 KV4075  NAD 27      -  40 48 47.41400(N)    074 01 08.57500(W) AD(       ) 2
 KV4075
 KV4075.Superseded values are not recommended for survey control.
 KV4075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4075.See file dsdata.txt to determine how the superseded data were derived.
 KV4075
 KV4075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8276818492(NAD 83)
 KV4075_MARKER: I = METAL ROD
 KV4075_SETTING: 0 = UNSPECIFIED SETTING
 KV4075
 KV4075  HISTORY     - Date     Condition        Report By
 KV4075  HISTORY     - 1932     MONUMENTED       CGS
 KV4075  HISTORY     - 1952     GOOD             CGS
 KV4075  HISTORY     - 20060402 MARK NOT FOUND   GEOCAC
 KV4075
 KV4075                          STATION DESCRIPTION
 KV4075
 KV4075'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4075'STATION IS E OF THE HACKENSACK RIVER ATOP A HILL 3/4 MILE E OF
 KV4075'THE TANK AND CHIMNEY OF THE BABBITTS CLEANSER COMPANY AND W OF
 KV4075'THE PLANT OF THE COMPRESSED GAS CORPORATION.  THE STATION IS
 KV4075'REACHED BY TURNING W OFF BERGEN TURNPIKE INTO 39TH STREET AND
 KV4075'CONTINUING ON 39TH STREET TO ITS DEAD END AT THE TRACKS OF THE
 KV4075'ERIE RAILROAD.  THE STATION IS NEAR THE TOP OF THE HILL IN A
 KV4075'NORTHWESTERLY DIRECTION FROM THE END OF 39TH STREET, AND
 KV4075'APPROXIMATELY 8 METERS E OF A BLUFF ON THE W SIDE OF THE HILL
 KV4075'OVERLOOKING 4 SETS OF RAILROAD TRACKS, AND APPROXIMATELY 15
 KV4075'METERS IN A SOUTHWESTERLY DIRECTION FROM THE HIGHEST POINT
 KV4075'OF THE HILL.
 KV4075'
 KV4075'STATION IS MARKED BY THE DRILL HOLE IN A 3/4-INCH ALLEGHENY
 KV4075'STEEL ROD SET IN THE 12-INCH TOP OF A TRUNCATED-CONICAL, CONCRETE
 KV4075'MONUMENT (WITH THE LEGEND TOP-CGS IMPRESSED IN THE CONCRETE).
 KV4075'
 KV4075'THREE REFERENCE MARKS WERE PLACED.  NO.1 TO THE SOUTHWARD.  NO.2
 KV4075'TO THE NORTHWESTWARD.  AND NO.3 TO THE
 KV4075'NORTHEASTWARD.  THE FIRST TWO CONSIST OF STANDARD
 KV4075'C. AND G.S. BRONZE DISKS CEMENTED IN OUTCROPPING BEDROCK.  NO.3
 KV4075'IS SET IN A MONUMENT SIMILAR TO THAT OF THE STATION MARK, BUT
 KV4075'HAVING ITS IDENTIFICATION NUMBER AND A REFERENCE CROSS IMPRESSED
 KV4075'IN THE CONCRETE.  THE LONGER BAR OF THE CROSS POINTS TOWARDS THE
 KV4075'STATION MARK.  (SHOULD A CROSS-INTERSECTION BE SO DEFACED AS
 KV4075'TO BE RENDERED INDEFINITE, THE EXACT REFERENCE MARK CENTER MAY BE
 KV4075'RECOVERED BY COLD-CHISELING 1 INCH BELOW THE MONUMENT
 KV4075'SURFACE TO UNCOVER A 1/4-INCH BRASS ROD WHICH EXTENDS
 KV4075'VERTICALLY DOWNWARD 8 INCHES INTO THE MONUMENT.)
 KV4075'
 KV4075'THERE IS SUFFICIENT ROOM AND EXCELLENT FOOTING FOR CENTRAL
 KV4075'TRIPOD SET-UPS.
 KV4075'
 KV4075'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 METERS.
 KV4075
 KV4075                          STATION RECOVERY (1952)
 KV4075
 KV4075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JB)
 KV4075'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND IN GOOD
 KV4075'CONDITION.  DESCRIPTION ADEQUATE WITH THE FOLLOWING CHANGE--
 KV4075'
 KV4075'BERGEN TURNPIKE IS NOW U.S. ROUTE 1.  THE STATION IS REACHED
 KV4075'BY TURNING OFF U.S. ROUTE 1 ON EIGHTY-FOURTH STREET (STREETS
 KV4075'HAVE BEEN RENUMBERED).
 KV4075
 KV4075                          STATION RECOVERY (2006)
 KV4075
 KV4075'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV4075'THE END OF EIGHTY-FIFTH STREET HAS A CYCLONE FENCE WITH RAZOR WIRE ON
 KV4075'TOP. WE ENTERED FROM EIGHTY-THIRD STREET. THERE ARE A LOT OF OFF-ROAD
 KV4075'VEHICLE TRAILS IN THE AREA. THE AREA AT THE TOP, WHERE THE STATION
 KV4075'SHOULD BE SEEMS TO BE A PARTY SPOT. THERE IS A FOUR-FOOT HOLE IN THE
 KV4075'GROUND WHERE THE STATION SHOULD BE. ALSO UNABLE TO LOCATE ANY OF THE
 KV4075'REFERENCE MARKS. THIS STATION SHOUD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4375 ***********************************************************************
 JU4375  DESIGNATION -  TOP
 JU4375  PID         -  JU4375
 JU4375  STATE/COUNTY-  NJ/ATLANTIC
 JU4375  USGS QUAD   -  NEWTONVILLE (1972)
 JU4375
 JU4375                         *CURRENT SURVEY CONTROL
 JU4375  ___________________________________________________________________
 JU4375* NAD 83(1996)-  39 36 05.00963(N)    074 46 48.66183(W)     ADJUSTED  
 JU4375* NAVD 88     -        25.4    (meters)      83.     (feet)  GPS OBS   
 JU4375  ___________________________________________________________________
 JU4375  X           -   1,291,883.590 (meters)                     COMP
 JU4375  Y           -  -4,748,430.145 (meters)                     COMP
 JU4375  Z           -   4,043,978.297 (meters)                     COMP
 JU4375  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 JU4375  ELLIP HEIGHT-          -8.06  (meters)          (10/23/02) GPS OBS
 JU4375  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JU4375
 JU4375  HORZ ORDER  -  FIRST
 JU4375  ELLP ORDER  -  FOURTH    CLASS I
 JU4375
 JU4375.The horizontal coordinates were established by GPS observations
 JU4375.and adjusted by the National Geodetic Survey in May 1999..
 JU4375
 JU4375.The orthometric height was determined by GPS observations and a
 JU4375.high-resolution geoid model.
 JU4375
 JU4375.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4375
 JU4375.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4375
 JU4375.The ellipsoidal height was determined by GPS observations
 JU4375.and is referenced to NAD 83.
 JU4375
 JU4375.The geoid height was determined by GEOID03.
 JU4375
 JU4375;                    North         East     Units Scale Factor Converg.
 JU4375;SPC NJ       -    85,298.521   125,937.871   MT  0.99990713   -0 10 43.0
 JU4375;SPC NJ       -   279,850.23    413,181.17   sFT  0.99990713   -0 10 43.0
 JU4375;UTM  18      - 4,383,540.182   518,872.096   MT  0.99960438   +0 08 24.4
 JU4375
 JU4375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4375!SPC NJ       -   1.00000126  x   0.99990713  =   0.99990839
 JU4375!UTM  18      -   1.00000126  x   0.99960438  =   0.99960564
 JU4375
 JU4375                          SUPERSEDED SURVEY CONTROL
 JU4375
 JU4375  ELLIP H (05/14/99)   -8.09   (m)                       GP(       ) 4 1
 JU4375  NAD 83(1992)-  39 36 04.99944(N)    074 46 48.66115(W) AD(       ) 1
 JU4375
 JU4375.Superseded values are not recommended for survey control.
 JU4375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4375.See file dsdata.txt to determine how the superseded data were derived.
 JU4375
 JU4375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1887283540(NAD 83)
 JU4375_MARKER: DD = SURVEY DISK
 JU4375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4375_SP_SET: CONCRETE POST
 JU4375_STAMPING: TOP 1993
 JU4375_MARK LOGO: HAMTWP
 JU4375_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 JU4375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4375+STABILITY: SURFACE MOTION
 JU4375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4375+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JU4375
 JU4375  HISTORY     - Date     Condition        Report By
 JU4375  HISTORY     - 1993     MONUMENTED       HAMTWP
 JU4375
 JU4375                          STATION DESCRIPTION
 JU4375
 JU4375'DESCRIBED BY HAMILTON TOWNSHIP NEW JERSEY 1993
 JU4375'IN THE TOWN OF HAMMONTON.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY
 JU4375'AND COUNTY ROAD 640, GO SOUTH ON COUNTY ROAD 640 FOR 0.2 MI
 JU4375'(0.3 KM) TO THE CROSSROADS INTERSECTION WITH COUNTY ROAD 602 AT A
 JU4375'BLINKING TRAFFIC LIGHT.  CONTINUE SOUTH ON COUNTY ROAD 640 FOR 0.9 MI
 JU4375'(1.4 KM) TO A SIDE ROAD WITH NO NAME AT A WYE JUNCTION.  BEAR TO THE
 JU4375'RIGHT AND GO SOUTHWEST ON SEVENTH STREET FOR 0.3 MI (0.5 KM) TO THE
 JU4375'STATION ON THE RIGHT.
 JU4375'THE STATION IS SET 9 CM BELOW GROUND ON THE NORTHWEST SIDE OF SEVENTH
 JU4375'STREET.  THE STATION IS 8.41 M (27.59 FT) SOUTHWEST OF A NAIL IN POLE
 JU4375'BT 7 HD, 13.80 M (45.28 FT) WEST OF POLE BT 1376 MU, 1.55 M
 JU4375'(5.09 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE PAVEMENT ON SEVENTH
 JU4375'STREET, 10.99 M (36.06 FT) NORTHEAST OF A NAIL IN A 25 CM DIAMETER
 JU4375'RED OAK, AND 22.95 M (75.30 FT) SOUTH OF THE SOUTH CORNER OF A ONE
 JU4375'AND ONE HALF STORY FRAME DWELLING, HOUSE NUMBER 795.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4750 ***********************************************************************
 KV4750  DESIGNATION -  TOWER
 KV4750  PID         -  KV4750
 KV4750  STATE/COUNTY-  NJ/UNION
 KV4750  USGS QUAD   -  ELIZABETH (1995)
 KV4750
 KV4750                         *CURRENT SURVEY CONTROL
 KV4750  ___________________________________________________________________
 KV4750* NAD 83(1996)-  40 40 37.23148(N)    074 10 13.06997(W)     ADJUSTED  
 KV4750* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4750  ___________________________________________________________________
 KV4750  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 KV4750  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KV4750
 KV4750  HORZ ORDER  -  SECOND
 KV4750
 KV4750.The horizontal coordinates were established by classical geodetic methods
 KV4750.and adjusted by the National Geodetic Survey in September 1999..
 KV4750
 KV4750.The orthometric height was scaled from a topographic map.
 KV4750
 KV4750.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4750
 KV4750.The geoid height was determined by GEOID03.
 KV4750
 KV4750;                    North         East     Units Scale Factor Converg.
 KV4750;SPC NJ       -   204,734.987   177,871.813   MT  0.99990956   +0 12 53.6
 KV4750;SPC NJ       -   671,701.37    583,567.77   sFT  0.99990956   +0 12 53.6
 KV4750;SPC NY L     -    56,685.253   285,602.314   MT  0.99999944   -0 06 41.0
 KV4750;SPC NY L     -   185,974.87    937,013.59   sFT  0.99999944   -0 06 41.0
 KV4750;UTM  18      - 4,503,233.904   570,119.171   MT  0.99966052   +0 32 26.9
 KV4750
 KV4750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4750!SPC NJ       -   1.00000465  x   0.99990956  =   0.99991421
 KV4750!SPC NY L     -   1.00000465  x   0.99999944  =   1.00000409
 KV4750!UTM  18      -   1.00000465  x   0.99966052  =   0.99966517
 KV4750
 KV4750|---------------------------------------------------------------------|
 KV4750| PID    Reference Object                     Distance      Geod. Az  |
 KV4750|                                                           dddmmss.s |
 KV4750| CB6481 TOWER RM 2                            9.195 METERS 29220     |
 KV4750|---------------------------------------------------------------------|
 KV4750
 KV4750                          SUPERSEDED SURVEY CONTROL
 KV4750
 KV4750  NAD 83(1996)-  40 40 37.23140(N)    074 10 13.07001(W) AD(       ) 2
 KV4750  NAD 83(1986)-  40 40 37.22931(N)    074 10 13.07101(W) AD(       ) 2
 KV4750  NAD 27      -  40 40 36.86000(N)    074 10 14.55100(W) AD(       ) 2
 KV4750
 KV4750.Superseded values are not recommended for survey control.
 KV4750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4750.See file dsdata.txt to determine how the superseded data were derived.
 KV4750
 KV4750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7011903234(NAD 83)
 KV4750_MARKER: DS = TRIANGULATION STATION DISK
 KV4750_SETTING: 0 = UNSPECIFIED SETTING
 KV4750
 KV4750  HISTORY     - Date     Condition        Report By
 KV4750  HISTORY     - 1931     MONUMENTED       CGS
 KV4750  HISTORY     - 1933     GOOD             CGS
 KV4750  HISTORY     - 1956     SEE DESCRIPTION  CGS
 KV4750
 KV4750                          STATION DESCRIPTION
 KV4750
 KV4750'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4750'THIS STATION IS APPROXIMATELY 1 MILE INLAND FROM THE W SHORE OF
 KV4750'NEWARK BAY, ON THE MAIN LINE DOUBLE TRACKS OF THE CENTRAL RAILROAD
 KV4750'OF NEW JERSEY 1-1/2 MILES NORTHWARD FROM THE ELIZABETHPORT
 KV4750'STATION.  IT IS LOCATED ON THE E SIDE OF THE GRADE, BETWEEN THE
 KV4750'N AND S SPUR TRACKS (SINGLE) THAT MAKE OFF TO THE WESTWARD INTO
 KV4750'AN EMPTY-CAR STORAGE DEPOT, ON THE SE CORNER OF THE CONCRETE
 KV4750'BASE OF SIGNAL-TOWER E-51.
 KV4750'
 KV4750'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK STAMPED
 KV4750'TOWER-1931 CEMENTED IN A DRILL HOLE AND SET FLUSH IN THE FLAT
 KV4750'TOP OF THE CONCRETE BASE.
 KV4750'
 KV4750'TWO STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE SET IN THE
 KV4750'TOPS OF CONCRETE-FILLED 12-INCH TILES PROJECTING 1 INCH ABOVE
 KV4750'THE CINDER FILL.  ONE STAMPED NO.1-1931 ON THE E SIDE OF THE TRACKS
 KV4750'TO THE NORTHWARD.  THE OTHER STAMPED NO.2-1931 ON THE W SIDE OF
 KV4750'THE TRACKS OPPOSITE THE STATION.  ADDITIONAL REFERENCE
 KV4750'MEASUREMENTS WERE TAKEN, AS FOLLOWS--
 KV4750'
 KV4750'STATION NORMAL TO NEAREST TRACK RAIL-WEB 2.85 METERS.
 KV4750'
 KV4750'R.M.NO.2-NORMAL TO NEAREST TRACK RAIL-WEB 1.81 METERS.
 KV4750'
 KV4750'R.M.NO.1-NORMAL TO NEAREST TRACK RAIL-WEB 2.10 METERS.
 KV4750'
 KV4750'R.M.NO.1 TO CENTER OF RAILROAD SIGNAL-POLE 8.752 METERS.
 KV4750'
 KV4750'THERE IS NO ROOM FOR A CENTRAL TRIPOD SET-UP.  REFERENCE MARK
 KV4750'NO.1, USED AS THE MAIN SCHEME ECCENTRIC, GIVES SUFFICIENT
 KV4750'TRAIN CLEARANCE AND GOOD FOOTING ON THE CINDER FILL.  PASSING
 KV4750'TRAINS MAY NECESSITATE RE-LEVELING OF THE INSTRUMENT.  A DIRECTION
 KV4750'INSTRUMENT, WITH ITS SHORT PERIOD ROUND OF ANGLES PERMITTING
 KV4750'COMPLETION OF SETS BETWEEN TRAINS, IS DESIRABLE FOR OCCUPANCY OF
 KV4750'THIS STATION.
 KV4750
 KV4750                          STATION RECOVERY (1933)
 KV4750
 KV4750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4750'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED, WITH THE
 KV4750'FOLLOWING EXCEPTIONS AND ADDITIONS--
 KV4750'
 KV4750'THE REFERENCE DISKS ARE NOT DATED.  NO.1 NOW PROJECTS 8 INCHES
 KV4750'ABOVE THE CINDER FILL.  ONE REFERENCE MEASUREMENT SHOULD BE
 KV4750'CHANGED, NO.2 NORMAL TO NEAREST TRACK RAIL WEB -- 0.791
 KV4750'METER.  ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4750'
 KV4750'NO. 2 TO NEAREST CORNER OF WHITE CONCRETE STRUCTURE TO W
 KV4750'20.55 METERS.
 KV4750'
 KV4750'STATION TO CENTER OF NEAREST TOWER-BASE BOLT 0.112 METER.
 KV4750'
 KV4750'STATION TO CENTER OF W TOWER-BASE BOLT 0.493 METER.
 KV4750
 KV4750                          STATION RECOVERY (1956)
 KV4750
 KV4750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 KV4750'STATION AND BOTH REFERENCE MARKS HAVE BEEN DESTROYED.  THE
 KV4750'CONCRETE BASE FOR SIGNAL TOWER IN WHICH THE STATION WAS SET HAS
 KV4750'BEEN UPROOTED AND A NEW BASE AND SIGNAL ERECTED.  R.M.NO.1 WAS
 KV4750'UPROOTED.  R.M.NO.2 HAS BEEN BROKEN OFF AND THE DISK REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4335 ***********************************************************************
 KV4335  DESIGNATION -  TOWER 1913
 KV4335  PID         -  KV4335
 KV4335  STATE/COUNTY-  NJ/HUDSON
 KV4335  USGS QUAD   -  JERSEY CITY (1981)
 KV4335
 KV4335                         *CURRENT SURVEY CONTROL
 KV4335  ___________________________________________________________________
 KV4335* NAD 83(1996)-  40 43 35.70787(N)    074 06 11.46742(W)     ADJUSTED  
 KV4335* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4335  ___________________________________________________________________
 KV4335  LAPLACE CORR-           6.32  (seconds)                    DEFLEC99
 KV4335  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV4335
 KV4335  HORZ ORDER  -  THIRD
 KV4335
 KV4335.The horizontal coordinates were established by classical geodetic methods
 KV4335.and adjusted by the National Geodetic Survey in September 1999..
 KV4335
 KV4335.The orthometric height was scaled from a topographic map.
 KV4335
 KV4335.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4335
 KV4335.The geoid height was determined by GEOID03.
 KV4335
 KV4335;                    North         East     Units Scale Factor Converg.
 KV4335;SPC NJ       -   210,263.311   183,520.339   MT  0.99991383   +0 15 32.1
 KV4335;SPC NJ       -   689,838.88    602,099.65   sFT  0.99991383   +0 15 32.1
 KV4335;SPC NY L     -    62,181.792   291,282.728   MT  0.99999721   -0 04 03.0
 KV4335;SPC NY L     -   204,008.10    955,650.08   sFT  0.99999721   -0 04 03.0
 KV4335;UTM  18      - 4,508,792.916   575,734.761   MT  0.99967060   +0 35 06.6
 KV4335
 KV4335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4335!SPC NJ       -   1.00000493  x   0.99991383  =   0.99991876
 KV4335!SPC NY L     -   1.00000493  x   0.99999721  =   1.00000214
 KV4335!UTM  18      -   1.00000493  x   0.99967060  =   0.99967553
 KV4335
 KV4335:                Primary Azimuth Mark                     Grid Az
 KV4335:SPC NJ       -  KEARNY PRR MEADOW SHOPS CHIM             008 46 08.9
 KV4335:SPC NY L     -  KEARNY PRR MEADOW SHOPS CHIM             009 05 44.0
 KV4335:UTM  18      -  KEARNY PRR MEADOW SHOPS CHIM             008 26 34.4
 KV4335
 KV4335|---------------------------------------------------------------------|
 KV4335| PID    Reference Object                     Distance      Geod. Az  |
 KV4335|                                                           dddmmss.s |
 KV4335| KV4286 KEARNY PRR MEADOW SHOPS CHIM        APPROX. 2.0 KM 0090141.0 |
 KV4335| KV4268 PUBLIC SERVICE LONE CHIMNEY         APPROX. 2.8 KM 0550002.8 |
 KV4335| KV4312 JERSEY CITY W SIDE AVE ME CH        APPROX. 1.8 KM 1301651.5 |
 KV4335| KV4318 CRUCIBLE STEEL CO CHIMNEY           APPROX. 1.3 KM 1412812.1 |
 KV4335| KV4224 BANK                                APPROX. 0.9 KM 2052301.1 |
 KV4335|---------------------------------------------------------------------|
 KV4335
 KV4335                          SUPERSEDED SURVEY CONTROL
 KV4335
 KV4335  NAD 83(1996)-  40 43 35.70777(N)    074 06 11.46755(W) AD(       ) 3
 KV4335  NAD 83(1996)-  40 43 35.70641(N)    074 06 11.46962(W) AD(       ) 3
 KV4335  NAD 83(1992)-  40 43 35.70605(N)    074 06 11.47016(W) AD(       ) 3
 KV4335  NAD 83(1986)-  40 43 35.70614(N)    074 06 11.47114(W) AD(       ) 3
 KV4335  NAD 27      -  40 43 35.33500(N)    074 06 12.95700(W) AD(       ) 3
 KV4335
 KV4335.Superseded values are not recommended for survey control.
 KV4335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4335.See file dsdata.txt to determine how the superseded data were derived.
 KV4335
 KV4335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7573508793(NAD 83)
 KV4335_MARKER: DS = TRIANGULATION STATION DISK
 KV4335_SETTING: 0 = UNSPECIFIED SETTING
 KV4335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4335
 KV4335  HISTORY     - Date     Condition        Report By
 KV4335  HISTORY     - 1913     MONUMENTED       CGS
 KV4335  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4335
 KV4335                          STATION DESCRIPTION
 KV4335
 KV4335'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4335'ON A BRICK TOWER BELONGING TO THE EASTERN NODRILIZING WORKS ON
 KV4335'THE W SIDE OF HACKENSACK RIVER ABOUT 200 METERS S OF THE PLANT
 KV4335'ROAD AND 100 METERS FROM HIGH-WATER LINE.
 KV4335'
 KV4335'THE STATION IS NEAR THE N CORNER OF THE TOP OF THE TOWER AND IS
 KV4335'MARKED BY A C. AND G.S. STANDARD BRASS DISK CEMENTED IN A HOLE
 KV4335'CUT IN THE HARDWOOD FLOOR.  FOUR REFERENCE MARKS, ONE IN EACH
 KV4335'OF E, S, W, AND N CORNERS, ARE DISTANT RESPECTIVELY 25.15, 27,00,
 KV4335'9.20, AND 3.00 FEET.
 KV4335
 KV4335                          STATION RECOVERY (1931)
 KV4335
 KV4335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4335'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0993 ***********************************************************************
 JU0993  DESIGNATION -  TOWER 69.97 MILLVILLE USE
 JU0993  PID         -  JU0993
 JU0993  STATE/COUNTY-  NJ/CUMBERLAND
 JU0993  USGS QUAD   -  MILLVILLE (1997)
 JU0993
 JU0993                         *CURRENT SURVEY CONTROL
 JU0993  ___________________________________________________________________
 JU0993* NAD 83(1986)-  39 22 30.     (N)    075 04 09.     (W)     SCALED    
 JU0993* NAVD 88     -        20.705  (meters)      67.93   (feet)  ADJUSTED  
 JU0993  ___________________________________________________________________
 JU0993  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JU0993  DYNAMIC HT  -          20.695 (meters)      67.90  (feet)  COMP
 JU0993  MODELED GRAV-     980,121.1   (mgal)                       NAVD 88
 JU0993
 JU0993  VERT ORDER  -  SECOND    CLASS 0
 JU0993
 JU0993.This mark is at Millville Airport (MIV)
 JU0993
 JU0993.The horizontal coordinates were scaled from a topographic map and have
 JU0993.an estimated accuracy of +/- 6 seconds.
 JU0993
 JU0993.The orthometric height was determined by differential leveling
 JU0993.and adjusted by the National Geodetic Survey in June 1991..
 JU0993
 JU0993.The geoid height was determined by GEOID03.
 JU0993
 JU0993.The dynamic height is computed by dividing the NAVD 88
 JU0993.geopotential number by the normal gravity value computed on the
 JU0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0993.degrees latitude (g = 980.6199 gals.).
 JU0993
 JU0993.The modeled gravity was interpolated from observed gravity values.
 JU0993
 JU0993;                    North         East    Units  Estimated Accuracy
 JU0993;SPC NJ       -    60,280.      100,960.      MT  (+/- 180 meters Scaled)
 JU0993
 JU0993                          SUPERSEDED SURVEY CONTROL
 JU0993
 JU0993  NGVD 29 (04/16/92)   21.036  (m)           69.02   (f) ADJUSTED    2 0
 JU0993
 JU0993.Superseded values are not recommended for survey control.
 JU0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0993.See file dsdata.txt to determine how the superseded data were derived.
 JU0993
 JU0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ940583(NAD 83)
 JU0993_MARKER: DD = SURVEY DISK
 JU0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0993_STAMPING: TOWER 69.97 MILLVILLE
 JU0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0993+STABILITY: SURFACE MOTION
 JU0993
 JU0993  HISTORY     - Date     Condition        Report By
 JU0993  HISTORY     - UNK      MONUMENTED       DOD
 JU0993  HISTORY     - 1961     GOOD             CGS
 JU0993  HISTORY     - 1977     GOOD             NGS
 JU0993
 JU0993                          STATION DESCRIPTION
 JU0993
 JU0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0993'2.3 MI SW FROM MILLVILLE.
 JU0993'1.95 MILE SOUTHWEST ON THE MILLVILLE TO NEWPORT ROAD FROM THE
 JU0993'JUNCTION OF MAIN AVENUE AND CEDAR STREET IN MILLVILLE TO THE
 JU0993'MILLVILLE AIRPORT ENTRANCE THENCE 0.35 MILE SOUTH TO THE AIRPORT
 JU0993'OFFICE AND THE BEACON LIGHT TOWER.  SET IN A CONCRETE POST IN THE
 JU0993'CENTER OF THE AIRPORT TOWER LEVEL WITH THE GROUND.
 JU0993
 JU0993                          STATION RECOVERY (1977)
 JU0993
 JU0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 JU0993'NOTE--TO REACH THE MARK FROM THE ENTRANCE TO THE MILLVILLE MUNICIPAL
 JU0993'AIRPORT, GO SOUTHEAST ON BOGDEN BOULEVARD 0.4 MILE TO PETERSON STREET.
 JU0993'TURN RIGHT AND GO SOUTHWEST 0.1 MILE TO BEACON AVENUE. TURN RIGHT AND
 JU0993'GO WEST 0.1 MILE TO THE AIRPORT BEACON ON LEFT AND THE MARK BENEATH
 JU0993'THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2793 ***********************************************************************
 KU2793  DESIGNATION -  TOWER A CEN
 KU2793  PID         -  KU2793
 KU2793  STATE/COUNTY-  NJ/MONMOUTH
 KU2793  USGS QUAD   -  SANDY HOOK (1981)
 KU2793
 KU2793                         *CURRENT SURVEY CONTROL
 KU2793  ___________________________________________________________________
 KU2793* NAD 83(1996)-  40 24 50.71602(N)    073 58 48.66154(W)     ADJUSTED  
 KU2793* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KU2793  ___________________________________________________________________
 KU2793  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 KU2793  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KU2793
 KU2793  HORZ ORDER  -  SECOND
 KU2793
 KU2793.The horizontal coordinates were established by classical geodetic methods
 KU2793.and adjusted by the National Geodetic Survey in September 1999..
 KU2793
 KU2793.The orthometric height was scaled from a topographic map.
 KU2793
 KU2793.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2793
 KU2793.The geoid height was determined by GEOID03.
 KU2793
 KU2793;                    North         East     Units Scale Factor Converg.
 KU2793;SPC NJ       -   175,619.285   194,115.507   MT  0.99992395   +0 20 13.2
 KU2793;SPC NJ       -   576,177.60    636,860.63   sFT  0.99992395   +0 20 13.2
 KU2793;UTM  18      - 4,474,217.802   586,523.839   MT  0.99969215   +0 39 40.3
 KU2793
 KU2793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2793!SPC NJ       -   1.00000446  x   0.99992395  =   0.99992841
 KU2793!UTM  18      -   1.00000446  x   0.99969215  =   0.99969661
 KU2793
 KU2793:                Primary Azimuth Mark                     Grid Az
 KU2793:SPC NJ       -  HIGHLANDS SCHOOL                         228 49 44.8
 KU2793:UTM  18      -  HIGHLANDS SCHOOL                         228 30 17.7
 KU2793
 KU2793|---------------------------------------------------------------------|
 KU2793| PID    Reference Object                     Distance      Geod. Az  |
 KU2793|                                                           dddmmss.s |
 KU2793| KU2819 HIGHLANDS SCHOOL                    APPROX. 1.8 KM 2290958.0 |
 KU2793| KV4950 MT MITCHELL 4                       APPROX. 2.4 KM 2545310.8 |
 KU2793|---------------------------------------------------------------------|
 KU2793
 KU2793                          SUPERSEDED SURVEY CONTROL
 KU2793
 KU2793  NAD 83(1986)-  40 24 50.71614(N)    073 58 48.66148(W) AD(       ) 2
 KU2793  NAD 27      -  40 24 50.32300(N)    073 58 50.18000(W) AD(       ) 2
 KU2793
 KU2793.Superseded values are not recommended for survey control.
 KU2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2793.See file dsdata.txt to determine how the superseded data were derived.
 KU2793
 KU2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8652474218(NAD 83)
 KU2793
 KU2793  HISTORY     - Date     Condition        Report By
 KU2793  HISTORY     - 1940     MONUMENTED       CGS
 KU2793  HISTORY     - 1962     MARK NOT FOUND   CGS
 KU2793  HISTORY     - 19920728 MARK NOT FOUND   USPSQD
 KU2793
 KU2793                          STATION DESCRIPTION
 KU2793
 KU2793'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KU2793'STATION TOWER A IS MARKED WITH A U.S.C.A. TRIANGULATION DISK, SET
 KU2793'IN THE TOP OF A CONCRETE MONUMENT.  THIS MARK WAS SET BY THE
 KU2793'U.S.C.A. UNDER C TOWER 1918, BUT IT IS NOT UNDER THE CENTER OF
 KU2793'THE TOWER.  (SEE DESCRIPTION OF C CAMERA 1940 AND RECOVERY NOTE).
 KU2793
 KU2793                          STATION RECOVERY (1962)
 KU2793
 KU2793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2793'DESTROYED.  THE TOWER AND FOOTINGS ARE GONE.
 KU2793
 KU2793                          STATION RECOVERY (1992)
 KU2793
 KU2793'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2792 ***********************************************************************
 KU2792  DESIGNATION -  TOWER A MARK USCA 1918
 KU2792  PID         -  KU2792
 KU2792  STATE/COUNTY-  NJ/MONMOUTH
 KU2792  USGS QUAD   -  SANDY HOOK (1981)
 KU2792
 KU2792                         *CURRENT SURVEY CONTROL
 KU2792  ___________________________________________________________________
 KU2792* NAD 83(1996)-  40 24 50.72536(N)    073 58 48.63850(W)     ADJUSTED  
 KU2792* NAVD 88     -         4.41   (+/-2cm)      14.5    (feet)  VERTCON   
 KU2792  ___________________________________________________________________
 KU2792  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 KU2792  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KU2792
 KU2792  HORZ ORDER  -  SECOND
 KU2792  VERT ORDER  -  THIRD ? (See Below)
 KU2792
 KU2792.The horizontal coordinates were established by classical geodetic methods
 KU2792.and adjusted by the National Geodetic Survey in September 1999..
 KU2792
 KU2792.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2792.The vertical order pertains to the NGVD 29 superseded value.
 KU2792
 KU2792.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2792
 KU2792.The geoid height was determined by GEOID03.
 KU2792
 KU2792;                    North         East     Units Scale Factor Converg.
 KU2792;SPC NJ       -   175,619.576   194,116.049   MT  0.99992395   +0 20 13.2
 KU2792;SPC NJ       -   576,178.56    636,862.40   sFT  0.99992395   +0 20 13.2
 KU2792;UTM  18      - 4,474,218.097   586,524.379   MT  0.99969215   +0 39 40.3
 KU2792
 KU2792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2792!SPC NJ       -   1.00000441  x   0.99992395  =   0.99992836
 KU2792!UTM  18      -   1.00000441  x   0.99969215  =   0.99969656
 KU2792
 KU2792                          SUPERSEDED SURVEY CONTROL
 KU2792
 KU2792  NAD 83(1986)-  40 24 50.72532(N)    073 58 48.63829(W) AD(       ) 2
 KU2792  NAD 27      -  40 24 50.33300(N)    073 58 50.14800(W) AD(       ) 2
 KU2792  NGVD 29 (07/19/86)    4.74   (m)           15.6    (f) LEVELING    3  
 KU2792
 KU2792.Superseded values are not recommended for survey control.
 KU2792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2792.See file dsdata.txt to determine how the superseded data were derived.
 KU2792
 KU2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8652474218(NAD 83)
 KU2792_MARKER: DD = SURVEY DISK
 KU2792_SETTING: 0 = UNSPECIFIED SETTING
 KU2792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2792
 KU2792  HISTORY     - Date     Condition        Report By
 KU2792  HISTORY     - 1918     MONUMENTED       LOCENG
 KU2792  HISTORY     - 1940     GOOD             CGS
 KU2792  HISTORY     - 1962     SEE DESCRIPTION  CGS
 KU2792  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 KU2792
 KU2792                          STATION DESCRIPTION
 KU2792
 KU2792'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1918
 KU2792'STATION IS MARKED BY USCA TRANGULATION DISK.
 KU2792
 KU2792                          STATION RECOVERY (1940)
 KU2792
 KU2792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KU2792'THE STATION IS MARKED WITH A U.S.C.A. TRIANGULATION DISK, SET
 KU2792'IN THE TOP OF A CONCRETE MONUMENT.  THIS MARK WAS SET BY THE
 KU2792'U.S.C.A. UNDER C TOWER 1918, BUT IT IS NOT UNDER THE CENTER OF
 KU2792'THE TOWER.  (SEE DESCRIPTION OF C CAMERA 1940 AND RECOVERY NOTE
 KU2792'OF C TOWER 1918.)
 KU2792
 KU2792                          STATION RECOVERY (1962)
 KU2792
 KU2792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2792'DESTROYED.  THE MONUMENT WAS FOUND LYING FLAT ON THE SURFACE.
 KU2792
 KU2792                          STATION RECOVERY (1992)
 KU2792
 KU2792'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0832 ***********************************************************************
 KU0832  DESIGNATION -  TOWER A USCA
 KU0832  PID         -  KU0832
 KU0832  STATE/COUNTY-  NJ/MONMOUTH
 KU0832  USGS QUAD   -  SANDY HOOK (1981)
 KU0832
 KU0832                         *CURRENT SURVEY CONTROL
 KU0832  ___________________________________________________________________
 KU0832* NAD 83(1986)-  40 24 54.     (N)    073 58 48.     (W)     SCALED    
 KU0832* NAVD 88     -         4.378  (meters)      14.36   (feet)  ADJUSTED  
 KU0832  ___________________________________________________________________
 KU0832  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KU0832  DYNAMIC HT  -           4.377 (meters)      14.36  (feet)  COMP
 KU0832  MODELED GRAV-     980,190.1   (mgal)                       NAVD 88
 KU0832
 KU0832  VERT ORDER  -  FIRST     CLASS II
 KU0832
 KU0832.The horizontal coordinates were scaled from a topographic map and have
 KU0832.an estimated accuracy of +/- 6 seconds.
 KU0832
 KU0832.The orthometric height was determined by differential leveling
 KU0832.and adjusted by the National Geodetic Survey in June 1991..
 KU0832
 KU0832.The geoid height was determined by GEOID03.
 KU0832
 KU0832.The dynamic height is computed by dividing the NAVD 88
 KU0832.geopotential number by the normal gravity value computed on the
 KU0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0832.degrees latitude (g = 980.6199 gals.).
 KU0832
 KU0832.The modeled gravity was interpolated from observed gravity values.
 KU0832
 KU0832;                    North         East    Units  Estimated Accuracy
 KU0832;SPC NJ       -   175,720.      194,130.      MT  (+/- 180 meters Scaled)
 KU0832
 KU0832                          SUPERSEDED SURVEY CONTROL
 KU0832
 KU0832  NGVD 29 (04/16/92)    4.694  (m)           15.40   (f) ADJUSTED    1 2
 KU0832
 KU0832.Superseded values are not recommended for survey control.
 KU0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0832.See file dsdata.txt to determine how the superseded data were derived.
 KU0832
 KU0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK865743(NAD 83)
 KU0832_MARKER: DD = SURVEY DISK
 KU0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0832_STAMPING: TOWER A 1940
 KU0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0832+STABILITY: SURFACE MOTION
 KU0832
 KU0832  HISTORY     - Date     Condition        Report By
 KU0832  HISTORY     - 1940     MONUMENTED       DOD
 KU0832  HISTORY     - 1952     GOOD             NGS
 KU0832  HISTORY     - 19920701 MARK NOT FOUND   USPSQD
 KU0832
 KU0832                          STATION DESCRIPTION
 KU0832
 KU0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0832'AT FORT HANCOCK.
 KU0832'AT FORT HANCOCK, ON SANDY HOOK, ABOUT 1.05 MILE NORTH ALONG
 KU0832'SANDY HOOK ROAD FROM ENTRANCE GATE TO MILITARY RESERVATION, AT
 KU0832'TOWER C, 125 FEET EAST OF CENTER LINE OF NORTH BOUND TRAFFIC
 KU0832'LANE OF ROAD, 22 YARDS WEST OF SEA WALL, 10 FEET NORTHWEST OF
 KU0832'SOUTHEAST LEG OF TOWER, 14 1/2 FEET SOUTHEAST OF NORTHWEST
 KU0832'LEG OF TOWER, 14 1/2 FEET SOUTHEAST OF NORTHWEST LEG OF TOWER
 KU0832'AND IS UNDER TOWER, AND SET IN THE TOP OF A CONCRETE POST ABOUT
 KU0832'FLUSH WITH GROUND.
 KU0832
 KU0832                          STATION RECOVERY (1992)
 KU0832
 KU0832'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5169 ***********************************************************************
 KV5169  DESIGNATION -  TOWER D US ARMY MARK USSC 1944
 KV5169  PID         -  KV5169
 KV5169  STATE/COUNTY-  NJ/MONMOUTH
 KV5169  USGS QUAD   -  ASBURY PARK (1989)
 KV5169
 KV5169                         *CURRENT SURVEY CONTROL
 KV5169  ___________________________________________________________________
 KV5169* NAD 83(1996)-  40 11 01.32405(N)    074 03 58.20913(W)     ADJUSTED  
 KV5169* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 KV5169  ___________________________________________________________________
 KV5169  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 KV5169  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV5169
 KV5169  HORZ ORDER  -  SECOND
 KV5169
 KV5169.The horizontal coordinates were established by classical geodetic methods
 KV5169.and adjusted by the National Geodetic Survey in September 1999..
 KV5169
 KV5169.The orthometric height was scaled from a topographic map.
 KV5169
 KV5169.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5169
 KV5169.The geoid height was determined by GEOID03.
 KV5169
 KV5169;                    North         East     Units Scale Factor Converg.
 KV5169;SPC NJ       -   150,000.126   186,943.385   MT  0.99991680   +0 16 47.7
 KV5169;SPC NJ       -   492,125.41    613,330.09   sFT  0.99991680   +0 16 47.7
 KV5169;UTM  18      - 4,448,564.608   579,498.098   MT  0.99967780   +0 36 09.3
 KV5169
 KV5169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5169!SPC NJ       -   1.00000159  x   0.99991680  =   0.99991839
 KV5169!UTM  18      -   1.00000159  x   0.99967780  =   0.99967939
 KV5169
 KV5169                          SUPERSEDED SURVEY CONTROL
 KV5169
 KV5169  NAD 83(1986)-  40 11 01.32406(N)    074 03 58.20311(W) AD(       ) 2
 KV5169  NAD 27      -  40 11 00.91600(N)    074 03 59.70300(W) AD(       ) 2
 KV5169
 KV5169.Superseded values are not recommended for survey control.
 KV5169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5169.See file dsdata.txt to determine how the superseded data were derived.
 KV5169
 KV5169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7949848565(NAD 83)
 KV5169_MARKER: DD = SURVEY DISK
 KV5169_SETTING: 0 = UNSPECIFIED SETTING
 KV5169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5169
 KV5169  HISTORY     - Date     Condition        Report By
 KV5169  HISTORY     - 1944     MONUMENTED       USSC
 KV5169  HISTORY     - 1960     GOOD             CGS
 KV5169  HISTORY     - 19950811 MARK NOT FOUND   USPSQD
 KV5169
 KV5169                          STATION DESCRIPTION
 KV5169
 KV5169'DESCRIBED BY US SUPREME COURT 1944 (LGS)
 KV5169'THE MARK IS LOCATED BENEATH TOWER D OF THE EVANS SIGNAL
 KV5169'LABORATORY AND IS DIRECTLY BENEATH A U.S. ARMY PHOTO
 KV5169'THEODOLITE MOUNT.  IT IS A BRONZE HEXAGON-SHAPED DISK SET IN
 KV5169'THE TOP OF A CONCRETE POST.  THERE IS NO STAMPING ON THE DISK.
 KV5169'THE POINT MEASURED AND OBSERVED WAS A SMALL INDENTATION IN THE
 KV5169'CENTER OF THE DISK.
 KV5169'
 KV5169'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 KV5169'EVANS TO THIS MARK.  IT IS 16.514 METERS (54.18 FEET) SSW OF
 KV5169'THE STATION.
 KV5169
 KV5169                          STATION RECOVERY (1960)
 KV5169
 KV5169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RCY)
 KV5169'THE MARK WAS RECOVERED.  DISTANCE AND DIRECTION TO
 KV5169'TRIANGULATION STATION EVANS 1944 CHECKED.  THE PHOTO-THEODOLITE
 KV5169'MOUNT HAS BEEN TORN DOWN.
 KV5169
 KV5169                          STATION RECOVERY (1995)
 KV5169
 KV5169'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2791 ***********************************************************************
 KU2791  DESIGNATION -  TOWER E CENTER 1930
 KU2791  PID         -  KU2791
 KU2791  STATE/COUNTY-  NJ/MONMOUTH
 KU2791  USGS QUAD   -  SANDY HOOK (1981)
 KU2791
 KU2791                         *CURRENT SURVEY CONTROL
 KU2791  ___________________________________________________________________
 KU2791* NAD 83(1996)-  40 27 34.91448(N)    073 59 50.98301(W)     ADJUSTED  
 KU2791* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KU2791  ___________________________________________________________________
 KU2791  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 KU2791  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KU2791
 KU2791  HORZ ORDER  -  SECOND
 KU2791
 KU2791.The horizontal coordinates were established by classical geodetic methods
 KU2791.and adjusted by the National Geodetic Survey in September 1999..
 KU2791
 KU2791.The orthometric height was scaled from a topographic map.
 KU2791
 KU2791.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2791
 KU2791.The geoid height was determined by GEOID03.
 KU2791
 KU2791;                    North         East     Units Scale Factor Converg.
 KU2791;SPC NJ       -   180,675.061   192,617.506   MT  0.99992235   +0 19 33.9
 KU2791;SPC NJ       -   592,764.76    631,945.93   sFT  0.99992235   +0 19 33.9
 KU2791;UTM  18      - 4,479,263.843   584,997.598   MT  0.99968893   +0 39 02.1
 KU2791
 KU2791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2791!SPC NJ       -   1.00000467  x   0.99992235  =   0.99992702
 KU2791!UTM  18      -   1.00000467  x   0.99968893  =   0.99969360
 KU2791
 KU2791                          SUPERSEDED SURVEY CONTROL
 KU2791
 KU2791  NAD 83(1996)-  40 27 34.91444(N)    073 59 50.98290(W) AD(       ) 2
 KU2791  NAD 83(1986)-  40 27 34.91326(N)    073 59 50.98196(W) AD(       ) 2
 KU2791  NAD 27      -  40 27 34.52500(N)    073 59 52.48400(W) AD(       ) 2
 KU2791
 KU2791.Superseded values are not recommended for survey control.
 KU2791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2791.See file dsdata.txt to determine how the superseded data were derived.
 KU2791
 KU2791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8499879264(NAD 83)
 KU2791_MARKER: Z = SEE DESCRIPTION
 KU2791_SETTING: 0 = UNSPECIFIED SETTING
 KU2791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2791
 KU2791  HISTORY     - Date     Condition        Report By
 KU2791  HISTORY     - 1930     MONUMENTED       CGS
 KU2791  HISTORY     - 1962     GOOD             CGS
 KU2791  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 KU2791
 KU2791                          STATION DESCRIPTION
 KU2791
 KU2791'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CIA)
 KU2791'TOWER E CENTER - THE INTERSECTION OF THE DIAGONALS OF THE BASE OF
 KU2791'THE B 3 HARRIS TOWER WAS TAKEN AS THE CENTER.
 KU2791
 KU2791                          STATION RECOVERY (1962)
 KU2791
 KU2791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2791'THE TOWER IS DESTROYED, ONLY THE CONCRETE BASES REMAIN.
 KU2791
 KU2791                          STATION RECOVERY (1992)
 KU2791
 KU2791'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5170 ***********************************************************************
 KV5170  DESIGNATION -  TOWER E ECC
 KV5170  PID         -  KV5170
 KV5170  STATE/COUNTY-  NJ/MONMOUTH
 KV5170  USGS QUAD   -  ASBURY PARK (1989)
 KV5170
 KV5170                         *CURRENT SURVEY CONTROL
 KV5170  ___________________________________________________________________
 KV5170* NAD 83(1996)-  40 11 23.98670(N)    074 03 58.01346(W)     ADJUSTED  
 KV5170* NAVD 88     -        24.38   (+/-2cm)      80.0    (feet)  VERTCON   
 KV5170  ___________________________________________________________________
 KV5170  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 KV5170  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV5170
 KV5170  HORZ ORDER  -  SECOND
 KV5170  VERT ORDER  -  THIRD ? (See Below)
 KV5170
 KV5170.The horizontal coordinates were established by classical geodetic methods
 KV5170.and adjusted by the National Geodetic Survey in September 1999..
 KV5170
 KV5170.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5170.The vertical order pertains to the NGVD 29 superseded value.
 KV5170
 KV5170.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5170
 KV5170.The geoid height was determined by GEOID03.
 KV5170
 KV5170;                    North         East     Units Scale Factor Converg.
 KV5170;SPC NJ       -   150,699.088   186,944.598   MT  0.99991680   +0 16 48.0
 KV5170;SPC NJ       -   494,418.59    613,334.07   sFT  0.99991680   +0 16 48.0
 KV5170;UTM  18      - 4,449,263.399   579,495.375   MT  0.99967779   +0 36 09.7
 KV5170
 KV5170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5170!SPC NJ       -   1.00000132  x   0.99991680  =   0.99991812
 KV5170!UTM  18      -   1.00000132  x   0.99967779  =   0.99967911
 KV5170
 KV5170:                Primary Azimuth Mark                     Grid Az
 KV5170:SPC NJ       -  OAKHURST US ARMY TOWER                   020 16 07.4
 KV5170:UTM  18      -  OAKHURST US ARMY TOWER                   019 56 45.7
 KV5170
 KV5170|---------------------------------------------------------------------|
 KV5170| PID    Reference Object                     Distance      Geod. Az  |
 KV5170|                                                           dddmmss.s |
 KV5170| KV5181 OAKHURST US ARMY TOWER              APPROX. 5.8 KM 0203255.4 |
 KV5170| KV5135 ELECTRIC                            APPROX. 5.6 KM 0574159.7 |
 KV5170| KV5168 TOWER E MARK USSC 1944               13.026 METERS 07644     |
 KV5170| KV5173 TOWER 296                           APPROX. 0.5 KM 1663529.0 |
 KV5170| KV5147 EVANS MAST MARK USSC 1944           195.511 METERS 17029     |
 KV5170| CB6482 TOWER E ECC RM 1                     43.845 METERS 34148     |
 KV5170|---------------------------------------------------------------------|
 KV5170
 KV5170                          SUPERSEDED SURVEY CONTROL
 KV5170
 KV5170  NAD 83(1986)-  40 11 23.98656(N)    074 03 58.00745(W) AD(       ) 2
 KV5170  NAD 27      -  40 11 23.57800(N)    074 03 59.50700(W) AD(       ) 2
 KV5170  NGVD 29 (07/19/86)   24.72   (m)           81.1    (f) LEVELING    3  
 KV5170
 KV5170.Superseded values are not recommended for survey control.
 KV5170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5170.See file dsdata.txt to determine how the superseded data were derived.
 KV5170
 KV5170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7949549263(NAD 83)
 KV5170_MARKER: DS = TRIANGULATION STATION DISK
 KV5170_SETTING: 0 = UNSPECIFIED SETTING
 KV5170
 KV5170  HISTORY     - Date     Condition        Report By
 KV5170  HISTORY     - 1944     MONUMENTED       CGS
 KV5170  HISTORY     - 1960     GOOD             CGS
 KV5170  HISTORY     - 19950811 MARK NOT FOUND   USPSQD
 KV5170
 KV5170                          STATION DESCRIPTION
 KV5170
 KV5170'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (LGS)
 KV5170'STATION IS LOCATED ABOUT 2 MILES WNW OF THE BELMAR POST OFFICE,
 KV5170'IN AREA E OF THE EVANS SIGNAL LABORATORY WHICH IS IN THE NW
 KV5170'SECTION OF THE CAMP.  IT IS 176 FEET S OF THE APPROXIMATE
 KV5170'CENTER LINE OF AN E-W MACADAM ROAD, 26 FEET W OF A N-S HEDGEROW,
 KV5170'AND 42.74 FEET W OF THE MARK THAT IS BENEATH THE WOODEN
 KV5170'STRUCTURE KNOWN AS TOWER E.  THE MARK IS STAMPED TOWER E ECC
 KV5170'1944 AND PROJECTS ABOUT 2 INCHES.
 KV5170'
 KV5170'SURFACE, UNDERGROUND, AND REFERENCE MARK ARE BRONZE DISKS SET
 KV5170'IN CONCRETE.
 KV5170'
 KV5170'REFERENCE MARK 1 IS 143.85 FEET N OF THE STATION, 40 FEET W
 KV5170'OF THE NE CORNER OF AN UNCULTIVATED FIELD, AND 33 FEET S OF THE
 KV5170'APPROXIMATE CENTER LINE OF AN E-W MACADAM ROAD WHICH IS ON THE
 KV5170'N EDGE OF CAMP EVANS.  THE MARK IS ABOUT 2 FEET LOWER IN ELEVATION
 KV5170'THAN THE STATION MARK AND IS STAMPED TOWER E ECC NO 1 1944.
 KV5170'
 KV5170'TOWER E (MARK) IS 42.74 FEET E OF THE STATION, DIRECTLY
 KV5170'BENEATH A WOODEN STRUCTURE 25 FEET HIGH THAT IS KNOWN AS TOWER
 KV5170'E.  THE POINT MEASURED AND OBSERVED WAS A SMALL INDENTATION ON
 KV5170'THE DISK.  THERE IS NO STAMPING ON THE DISK.
 KV5170'
 KV5170'EVANS MAST MARK IS S OF THE STATION, 26 FEET W OF A N-S
 KV5170'HEDGEROW, AND W OF THE BASE OF EVANS MAST.  IT IS A BRONZE
 KV5170'HEXAGON-SHAPED DISK SET IN THE TOP OF A 4- BY 4-INCH CONCRETE
 KV5170'POST FLUSH WITH THE GROUND.  THE POINT OBSERVED WAS A SMALL
 KV5170'INDENTATION ON THE DISK.  THERE IS NO STAMPING ON THE DISK.
 KV5170'
 KV5170'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 KV5170
 KV5170                          STATION RECOVERY (1960)
 KV5170
 KV5170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RCY)
 KV5170'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 KV5170'CONDITION.  TOWER E (MARK) AND EVANS MAST MARK COULD NOT BE FOUND.
 KV5170'
 KV5170'THE STATION IS LOCATED 0.5 MILE EAST OF THE COMMUNITY OF
 KV5170'GLENDOLA, IN THE NW SECTION OF EVANS SIGNAL LABORATORY, 176
 KV5170'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF SHARK RIVER ROAD
 KV5170'AND 26 FEET WEST OF A N-S HEDGEROW.  THE FIELD IN WHICH THE
 KV5170'STATION IS LOCATED IS UNDER CULTIVATION BUT A SMALL CAIRN HAS
 KV5170'BEEN ERECTED 1 FOOT NORTH.
 KV5170'
 KV5170'DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED.
 KV5170'
 KV5170'REFERENCE MARK 1 IS 143.85 FEET NORTH OF THE STATION, 40 FEET
 KV5170'WEST OF THE NORTHEAST CORNER OF A CULTIVATED FIELD, 33 FEET
 KV5170'SOUTH OF THE APPROXIMATE CENTERLINE OF SHARK RIVER ROAD AND 7
 KV5170'FEET NORTH OF A POWERLINE.
 KV5170
 KV5170                          STATION RECOVERY (1995)
 KV5170
 KV5170'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2790 ***********************************************************************
 KU2790  DESIGNATION -  TOWER E MARK
 KU2790  PID         -  KU2790
 KU2790  STATE/COUNTY-  NJ/MONMOUTH
 KU2790  USGS QUAD   -  SANDY HOOK (1981)
 KU2790
 KU2790                         *CURRENT SURVEY CONTROL
 KU2790  ___________________________________________________________________
 KU2790* NAD 83(1996)-  40 27 34.92078(N)    073 59 50.96231(W)     ADJUSTED  
 KU2790* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KU2790  ___________________________________________________________________
 KU2790  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 KU2790  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KU2790
 KU2790  HORZ ORDER  -  SECOND
 KU2790
 KU2790.The horizontal coordinates were established by classical geodetic methods
 KU2790.and adjusted by the National Geodetic Survey in September 1999..
 KU2790
 KU2790.The orthometric height was scaled from a topographic map.
 KU2790
 KU2790.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2790
 KU2790.The geoid height was determined by GEOID03.
 KU2790
 KU2790;                    North         East     Units Scale Factor Converg.
 KU2790;SPC NJ       -   180,675.258   192,617.993   MT  0.99992235   +0 19 33.9
 KU2790;SPC NJ       -   592,765.41    631,947.53   sFT  0.99992235   +0 19 33.9
 KU2790;UTM  18      - 4,479,264.043   584,998.083   MT  0.99968893   +0 39 02.1
 KU2790
 KU2790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2790!SPC NJ       -   1.00000467  x   0.99992235  =   0.99992702
 KU2790!UTM  18      -   1.00000467  x   0.99968893  =   0.99969360
 KU2790
 KU2790|---------------------------------------------------------------------|
 KU2790| PID    Reference Object                     Distance      Geod. Az  |
 KU2790|                                                           dddmmss.s |
 KU2790| KU2059 GUN PARK                             50.695 METERS 20054     |
 KU2790| KU2791 TOWER E CENTER 1930                   0.525 METERS 24817     |
 KU2790| KV4913 MASON 1940                          330.537 METERS 30533     |
 KU2790|---------------------------------------------------------------------|
 KU2790
 KU2790                          SUPERSEDED SURVEY CONTROL
 KU2790
 KU2790  NAD 83(1996)-  40 27 34.92074(N)    073 59 50.96220(W) AD(       ) 2
 KU2790  NAD 83(1986)-  40 27 34.91954(N)    073 59 50.96128(W) AD(       ) 2
 KU2790  NAD 27      -  40 27 34.53100(N)    073 59 52.46300(W) AD(       ) 2
 KU2790
 KU2790.Superseded values are not recommended for survey control.
 KU2790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2790.See file dsdata.txt to determine how the superseded data were derived.
 KU2790
 KU2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8499879264(NAD 83)
 KU2790_MARKER: DD = SURVEY DISK
 KU2790_SETTING: 0 = UNSPECIFIED SETTING
 KU2790
 KU2790  HISTORY     - Date     Condition        Report By
 KU2790  HISTORY     - 1940     MONUMENTED       LOCENG
 KU2790  HISTORY     - 1962     GOOD             CGS
 KU2790
 KU2790                          STATION DESCRIPTION
 KU2790
 KU2790'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (CIA)
 KU2790'A POINT LOCATED BY TRIANGULATION AND TRAVERSE ON THE CONCRETE ROOF
 KU2790'OF THE BUILDING BENEATH B 3 HARRIS TOWER.  THE MARK IS NEAR THE NE
 KU2790'CORNER OF THE ROOF, 0.88 M. FROM THE N EDGE, AND 0.88 M. FROM THE
 KU2790'E EDGE.  THE MARK IS A U.S.C.A. DISK.  IT WAS SET BY THE U.S.
 KU2790'COAST ARTILLERY AND WAS PLUMBED BY THEM BENEATH THE POSITION OF
 KU2790'THE B 3 HARRIS DPF INSTRUMENT.
 KU2790'
 KU2790'FROM THIS POINT THE FOLLOWING WERE DETERMINED--
 KU2790'
 KU2790'TOWER E CENTER - THE INTERSECTION OF THE DIAGONALS OF THE BASE WAS
 KU2790'TAKEN AS THE CENTER.
 KU2790'
 KU2790'GUN PARK - A U.S.C.A. DISK SET IN THE TOP OF A CONCRETE MONUMENT.
 KU2790
 KU2790                          STATION RECOVERY (1962)
 KU2790
 KU2790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2790'RECOVERED IN GOOD CONDITION, ON THE ROOF OF THE
 KU2790'CONCRETE HUT.  THE TOWER IS NO LONGER STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5168 ***********************************************************************
 KV5168  DESIGNATION -  TOWER E MARK USSC 1944
 KV5168  PID         -  KV5168
 KV5168  STATE/COUNTY-  NJ/MONMOUTH
 KV5168  USGS QUAD   -  ASBURY PARK (1989)
 KV5168
 KV5168                         *CURRENT SURVEY CONTROL
 KV5168  ___________________________________________________________________
 KV5168* NAD 83(1996)-  40 11 24.08365(N)    074 03 57.47749(W)     ADJUSTED  
 KV5168* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 KV5168  ___________________________________________________________________
 KV5168  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 KV5168  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV5168
 KV5168  HORZ ORDER  -  SECOND
 KV5168
 KV5168.The horizontal coordinates were established by classical geodetic methods
 KV5168.and adjusted by the National Geodetic Survey in September 1999..
 KV5168
 KV5168.The orthometric height was scaled from a topographic map.
 KV5168
 KV5168.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5168
 KV5168.The geoid height was determined by GEOID03.
 KV5168
 KV5168;                    North         East     Units Scale Factor Converg.
 KV5168;SPC NJ       -   150,702.140   186,957.261   MT  0.99991681   +0 16 48.3
 KV5168;SPC NJ       -   494,428.60    613,375.61   sFT  0.99991681   +0 16 48.3
 KV5168;UTM  18      - 4,449,266.521   579,508.017   MT  0.99967782   +0 36 10.0
 KV5168
 KV5168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5168!SPC NJ       -   1.00000143  x   0.99991681  =   0.99991824
 KV5168!UTM  18      -   1.00000143  x   0.99967782  =   0.99967925
 KV5168
 KV5168                          SUPERSEDED SURVEY CONTROL
 KV5168
 KV5168  NAD 83(1986)-  40 11 24.08351(N)    074 03 57.47148(W) AD(       ) 2
 KV5168  NAD 27      -  40 11 23.67500(N)    074 03 58.97100(W) AD(       ) 2
 KV5168
 KV5168.Superseded values are not recommended for survey control.
 KV5168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5168.See file dsdata.txt to determine how the superseded data were derived.
 KV5168
 KV5168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7950849267(NAD 83)
 KV5168_MARKER: DD = SURVEY DISK
 KV5168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5168_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5168+STABILITY: SURFACE MOTION
 KV5168
 KV5168  HISTORY     - Date     Condition        Report By
 KV5168  HISTORY     - 1944     MONUMENTED       USSC
 KV5168  HISTORY     - 19950811 MARK NOT FOUND   USPSQD
 KV5168
 KV5168                          STATION DESCRIPTION
 KV5168
 KV5168'DESCRIBED BY US SUPREME COURT 1944 (LGS)
 KV5168'STATION IS LOCATED IN THE NW CORNER (AREA E) OF CAMP EVANS
 KV5168'SIGNAL LABORATORY AT BELMAR AND 13.026 METERS (42.74 FEET) E OF
 KV5168'TRIANGULATION STATION TOWER E ECC.  IT IS A BRONZE HEXAGON-SHAPED
 KV5168'DISK SET IN THE TOP OF A 4- BY 4-INCH CONCRETE POST FLUSH
 KV5168'WITH THE GROUND AND IS NOT STAMPED.  THE MARK IS SET UNDER A
 KV5168'U.S. ARMY PHOTO THEODOLITE MOUNT.
 KV5168'
 KV5168'THE POINT MEASURED AND OBSERVED WAS A SMALL INDENTATION IN THE
 KV5168'CENTER OF THE DISK.
 KV5168'
 KV5168'THIS IS A TRAVERSE STATION.
 KV5168
 KV5168                          STATION RECOVERY (1995)
 KV5168
 KV5168'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5175 ***********************************************************************
 KV5175  DESIGNATION -  TOWER G ECC
 KV5175  PID         -  KV5175
 KV5175  STATE/COUNTY-  NJ/MONMOUTH
 KV5175  USGS QUAD   -  ASBURY PARK (1989)
 KV5175
 KV5175                         *CURRENT SURVEY CONTROL
 KV5175  ___________________________________________________________________
 KV5175* NAD 83(1996)-  40 10 40.66993(N)    074 03 51.88943(W)     ADJUSTED  
 KV5175* NAVD 88     -        22.47   (+/-2cm)      73.7    (feet)  VERTCON   
 KV5175  ___________________________________________________________________
 KV5175  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 KV5175  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV5175
 KV5175  HORZ ORDER  -  SECOND
 KV5175  VERT ORDER  -  THIRD ? (See Below)
 KV5175
 KV5175.The horizontal coordinates were established by classical geodetic methods
 KV5175.and adjusted by the National Geodetic Survey in September 1999..
 KV5175
 KV5175.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5175.The vertical order pertains to the NGVD 29 superseded value.
 KV5175
 KV5175.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5175
 KV5175.The geoid height was determined by GEOID03.
 KV5175
 KV5175;                    North         East     Units Scale Factor Converg.
 KV5175;SPC NJ       -   149,363.865   187,096.000   MT  0.99991693   +0 16 51.7
 KV5175;SPC NJ       -   490,037.95    613,830.79   sFT  0.99991693   +0 16 51.7
 KV5175;UTM  18      - 4,447,929.368   579,654.255   MT  0.99967810   +0 36 13.1
 KV5175
 KV5175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5175!SPC NJ       -   1.00000163  x   0.99991693  =   0.99991856
 KV5175!UTM  18      -   1.00000163  x   0.99967810  =   0.99967973
 KV5175
 KV5175:                Primary Azimuth Mark                     Grid Az
 KV5175:SPC NJ       -  OAKHURST US ARMY TOWER                   015 21 40.8
 KV5175:UTM  18      -  OAKHURST US ARMY TOWER                   015 02 19.4
 KV5175
 KV5175|---------------------------------------------------------------------|
 KV5175| PID    Reference Object                     Distance      Geod. Az  |
 KV5175|                                                           dddmmss.s |
 KV5175| KV5181 OAKHURST US ARMY TOWER              APPROX. 7.1 KM 0153832.5 |
 KV5175| CB6483 TOWER G ECC RM 1                     33.382 METERS 06312     |
 KV5175| KV5174 TOWER G MARK USSC 1944               13.836 METERS 21600     |
 KV5175| KV5173 TOWER 296                           APPROX. 0.8 KM 3581850.5 |
 KV5175|---------------------------------------------------------------------|
 KV5175
 KV5175                          SUPERSEDED SURVEY CONTROL
 KV5175
 KV5175  NAD 83(1986)-  40 10 40.67001(N)    074 03 51.88343(W) AD(       ) 2
 KV5175  NAD 27      -  40 10 40.26100(N)    074 03 53.38400(W) AD(       ) 2
 KV5175  NGVD 29 (07/19/86)   22.81   (m)           74.8    (f) LEVELING    3  
 KV5175
 KV5175.Superseded values are not recommended for survey control.
 KV5175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5175.See file dsdata.txt to determine how the superseded data were derived.
 KV5175
 KV5175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7965447929(NAD 83)
 KV5175_MARKER: DS = TRIANGULATION STATION DISK
 KV5175_SETTING: 0 = UNSPECIFIED SETTING
 KV5175
 KV5175  HISTORY     - Date     Condition        Report By
 KV5175  HISTORY     - 1944     MONUMENTED       CGS
 KV5175  HISTORY     - 19950811 MARK NOT FOUND   USPSQD
 KV5175
 KV5175                          STATION DESCRIPTION
 KV5175
 KV5175'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (LGS)
 KV5175'STATION IS LOCATED ABOUT 2 MILES W OF THE BELMAR POST OFFICE,
 KV5175'IN AREA G OF THE EVANS SIGNAL LABORATORY, 114 FEET N OF THE
 KV5175'APPROXIMATE CENTER LINE OF BELMAR BOULEVARD, 71 FEET W OF THE
 KV5175'APPROXIMATE CENTER LINE OF A GRAVELED ROAD, AND 45.39 FEET N
 KV5175'OF THE MARK BENEATH TOWER G.  MARK PROJECTS 5 INCHES AND IS
 KV5175'STAMPED TOWER G ECC 1944.
 KV5175'
 KV5175'SURFACE, UNDERGROUND, AND REFERENCE MARK 1 ARE BRONZE DISKS
 KV5175'SET IN CONCRETE.
 KV5175'
 KV5175'REFERENCE MARK 1 IS 109.52 FEET NE OF THE STATION, 29 FEET W
 KV5175'OF THE APPROXIMATE CENTER LINE OF A GRAVELED ROAD, AND ABOUT
 KV5175'2-1/2 FEET HIGHER IN ELEVATION THAN THE STATION MARK.  IT IS
 KV5175'STAMPED TOWER G ECC NO 1 1944 AND PROJECTS ABOUT 3 INCHES.
 KV5175'
 KV5175'TOWER G (MARK) IS 45.39 FEET S OF THE STATION, BENEATH THE
 KV5175'WOODEN STRUCTURE KNOWN AS TOWER G.  IT IS 69 FEET N OF THE
 KV5175'APPROXIMATE CENTER LINE OF BELMAR BOULEVARD AND 65 FEET W OF THE
 KV5175'APPROXIMATE CENTER LINE OF GRAVELED ROAD.  THE POINT OBSERVED
 KV5175'AND MEASURED WAS A SMALL INDENTATION IN THE HEXAGON-SHAPED DISK.
 KV5175'
 KV5175'NO AZIMUTH MARK WAS SET.
 KV5175'
 KV5175'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KV5175
 KV5175                          STATION RECOVERY (1995)
 KV5175
 KV5175'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5174 ***********************************************************************
 KV5174  DESIGNATION -  TOWER G MARK USSC 1944
 KV5174  PID         -  KV5174
 KV5174  STATE/COUNTY-  NJ/MONMOUTH
 KV5174  USGS QUAD   -  ASBURY PARK (1989)
 KV5174
 KV5174                         *CURRENT SURVEY CONTROL
 KV5174  ___________________________________________________________________
 KV5174* NAD 83(1996)-  40 10 40.30699(N)    074 03 52.23313(W)     ADJUSTED  
 KV5174* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 KV5174  ___________________________________________________________________
 KV5174  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 KV5174  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV5174
 KV5174  HORZ ORDER  -  SECOND
 KV5174
 KV5174.The horizontal coordinates were established by classical geodetic methods
 KV5174.and adjusted by the National Geodetic Survey in September 1999..
 KV5174
 KV5174.The orthometric height was scaled from a topographic map.
 KV5174
 KV5174.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5174
 KV5174.The geoid height was determined by GEOID03.
 KV5174
 KV5174;                    North         East     Units Scale Factor Converg.
 KV5174;SPC NJ       -   149,352.631   187,087.924   MT  0.99991693   +0 16 51.5
 KV5174;SPC NJ       -   490,001.09    613,804.30   sFT  0.99991693   +0 16 51.5
 KV5174;UTM  18      - 4,447,918.092   579,646.245   MT  0.99967809   +0 36 12.9
 KV5174
 KV5174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5174!SPC NJ       -   1.00000175  x   0.99991693  =   0.99991868
 KV5174!UTM  18      -   1.00000175  x   0.99967809  =   0.99967984
 KV5174
 KV5174                          SUPERSEDED SURVEY CONTROL
 KV5174
 KV5174  NAD 83(1986)-  40 10 40.30707(N)    074 03 52.22712(W) AD(       ) 2
 KV5174  NAD 27      -  40 10 39.89800(N)    074 03 53.72800(W) AD(       ) 2
 KV5174
 KV5174.Superseded values are not recommended for survey control.
 KV5174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5174.See file dsdata.txt to determine how the superseded data were derived.
 KV5174
 KV5174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7964647918(NAD 83)
 KV5174_MARKER: DD = SURVEY DISK
 KV5174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5174_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5174+STABILITY: SURFACE MOTION
 KV5174
 KV5174  HISTORY     - Date     Condition        Report By
 KV5174  HISTORY     - 1944     MONUMENTED       USSC
 KV5174  HISTORY     - 19950811 MARK NOT FOUND   USPSQD
 KV5174
 KV5174                          STATION DESCRIPTION
 KV5174
 KV5174'DESCRIBED BY US SUPREME COURT 1944 (LGS)
 KV5174'STATION IS LOCATED IN THE SW CORNER (AREA G) OF CAMP EVANS
 KV5174'SIGNAL LABORATORY AT BELMAR, 13.836 METERS (45.39 FEET) S OF
 KV5174'TRIANGULATION STATION TOWER G ECC.  IT IS A BRONZE HEXAGON-SHAPED
 KV5174'DISK SET IN THE CENTER OF THE TOP OF A 4- BY 4-INCH
 KV5174'CONCRETE POST.  THE MARK IS FLUSH WITH THE GROUND AND IS NOT
 KV5174'STAMPED.  IT IS SET UNDER A U.S. ARMY PHOTO THEODOLITE MOUNT.
 KV5174'
 KV5174'THE POINT MEASURED AND OBSERVED WAS A SMALL INDENTATION IN
 KV5174'THE CENTER OF THE DISK.
 KV5174'
 KV5174'THIS IS A TRAVERSE STATION.
 KV5174
 KV5174                          STATION RECOVERY (1995)
 KV5174
 KV5174'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5048 ***********************************************************************
 KV5048  DESIGNATION -  TOWER HILL 2 1918
 KV5048  PID         -  KV5048
 KV5048  STATE/COUNTY-  NJ/MONMOUTH
 KV5048  USGS QUAD   -  LONG BRANCH (1981)
 KV5048
 KV5048                         *CURRENT SURVEY CONTROL
 KV5048  ___________________________________________________________________
 KV5048* NAD 83(1996)-  40 20 53.75308(N)    074 03 15.72633(W)     ADJUSTED  
 KV5048* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 KV5048  ___________________________________________________________________
 KV5048  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 KV5048  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV5048
 KV5048  HORZ ORDER  -  THIRD
 KV5048
 KV5048.The horizontal coordinates were established by classical geodetic methods
 KV5048.and adjusted by the National Geodetic Survey in September 1999..
 KV5048
 KV5048.The orthometric height was scaled from a topographic map.
 KV5048
 KV5048.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5048
 KV5048.The geoid height was determined by GEOID03.
 KV5048
 KV5048;                    North         East     Units Scale Factor Converg.
 KV5048;SPC NJ       -   168,276.470   187,856.445   MT  0.99991764   +0 17 18.7
 KV5048;SPC NJ       -   552,087.05    616,325.69   sFT  0.99991764   +0 17 18.7
 KV5048;UTM  18      - 4,466,841.449   580,307.857   MT  0.99967939   +0 36 44.2
 KV5048
 KV5048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5048!SPC NJ       -   0.99999793  x   0.99991764  =   0.99991557
 KV5048!UTM  18      -   0.99999793  x   0.99967939  =   0.99967733
 KV5048
 KV5048:                Primary Azimuth Mark                     Grid Az
 KV5048:SPC NJ       -  DEAL J C P AND L STANDPIPE               157 07 38.8
 KV5048:UTM  18      -  DEAL J C P AND L STANDPIPE               156 48 13.3
 KV5048
 KV5048|---------------------------------------------------------------------|
 KV5048| PID    Reference Object                     Distance      Geod. Az  |
 KV5048|                                                           dddmmss.s |
 KV5048| KV5044 DEAL J C P AND L STANDPIPE          APPROX.11.5 KM 1572457.5 |
 KV5048| KV5076 WRIGHT                              APPROX. 5.2 KM 1630322.6 |
 KV5048|---------------------------------------------------------------------|
 KV5048
 KV5048                          SUPERSEDED SURVEY CONTROL
 KV5048
 KV5048  NAD 83(1986)-  40 20 53.75182(N)    074 03 15.72280(W) AD(       ) 3
 KV5048  NAD 27      -  40 20 53.35800(N)    074 03 17.22000(W) AD(       ) 3
 KV5048
 KV5048.Superseded values are not recommended for survey control.
 KV5048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5048.See file dsdata.txt to determine how the superseded data were derived.
 KV5048
 KV5048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8030866841(NAD 83)
 KV5048
 KV5048  HISTORY     - Date     Condition        Report By
 KV5048  HISTORY     - 1918     FIRST OBSERVED   CGS
 KV5048  HISTORY     - 1918     GOOD             CGS
 KV5048  HISTORY     - 1931     GOOD             CGS
 KV5048  HISTORY     - 1934     GOOD             CGS
 KV5048  HISTORY     - 19950704 MARK NOT FOUND   USPSQD
 KV5048
 KV5048                          STATION DESCRIPTION
 KV5048
 KV5048'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (IW)
 KV5048'ESTABLISHED BY I. WINSTON IN 1918.
 KV5048'
 KV5048'THE STATION IS APEX OF THE ROOF TO THE TOWER ON THE STONE
 KV5048'RESIDENCE OF W.H. MC CARTER OF NEW YORK, NEW YORK, WHICH STANDS
 KV5048'ON TOP OF TOWER HILL ABOUT 1/2 MILE E OF RED BANK, NEW JERSEY.
 KV5048'
 KV5048'THE ROOM IN THE TOWER FORMING AN OBSERVATORY CAN BE OCCUPIED.
 KV5048'
 KV5048'THE HOUSE IS BUILT OF STONE AND STANDS IN HANDSOME GROUNDS.
 KV5048
 KV5048                          STATION RECOVERY (1918)
 KV5048
 KV5048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1918 (WMG)
 KV5048'THE ORIGINAL STATION AS ORIGINALLY ESTABLISHED
 KV5048'BY MR. O.B. FRENCH IN 1899 WAS FOUND BY MR. WINSTON TO HAVE
 KV5048'BEEN DESTROYED AND A NEW HOUSE BUILT ON THE SAME LOCATION.
 KV5048'
 KV5048'THE 1918 STATION IS THE SAME AS THE ONE USED BY MR. WINSTON,
 KV5048'WHOSE DESCRIPTION OF STATION IS HOWEVER NOT AT HAND.
 KV5048
 KV5048                          STATION RECOVERY (1931)
 KV5048
 KV5048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV5048'RECOVERED (IN GOOD CONDITION).
 KV5048'
 KV5048'THIS STATION IS APPROXIMATELY 1/2 MILE E OF RED BANK, ON
 KV5048'TOWER HILL, BEST REACHED BY DRIVING E FROM RED BANK ON HARDING
 KV5048'ROAD.  IT IS LOCATED ATOP THE TOWER OF THE STONE RESIDENCE OF
 KV5048'W.H. MC CARTER.
 KV5048'
 KV5048'CENTER IS THE ROOF-APEX OF THE TOWER.
 KV5048'
 KV5048'THE ROOM IN THE TOWER FORMING AN OBSERVATORY CAN BE OCCUPIED.
 KV5048
 KV5048                          STATION RECOVERY (1934)
 KV5048
 KV5048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5048'RECOVERED.  ADDITIONAL DESCRIPTION
 KV5048'AS FOLLOWS--THE HOUSE IS NOW UNOCCUPIED AS W.H. MC CARTER HAS
 KV5048'DIED AND IT IS FOR SALE BY THE UNION FIDELITY TRUST COMPANY OF
 KV5048'JERSEY CITY.  THE GROUNDS ARE NO LONGER KEPT UP AND ARE IN POOR
 KV5048'CONDITION.
 KV5048
 KV5048                          STATION RECOVERY (1995)
 KV5048
 KV5048'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2902 ***********************************************************************
 JU2902  DESIGNATION -  TOWN
 JU2902  PID         -  JU2902
 JU2902  STATE/COUNTY-  NJ/CAPE MAY
 JU2902  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2902
 JU2902                         *CURRENT SURVEY CONTROL
 JU2902  ___________________________________________________________________
 JU2902* NAD 83(1996)-  39 09 02.45289(N)    074 44 40.68108(W)     ADJUSTED  
 JU2902* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU2902  ___________________________________________________________________
 JU2902  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 JU2902  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 JU2902
 JU2902  HORZ ORDER  -  THIRD
 JU2902
 JU2902.The horizontal coordinates were established by classical geodetic methods
 JU2902.and adjusted by the National Geodetic Survey in September 1999..
 JU2902
 JU2902.The orthometric height was scaled from a topographic map.
 JU2902
 JU2902.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2902
 JU2902.The geoid height was determined by GEOID03.
 JU2902
 JU2902;                    North         East     Units Scale Factor Converg.
 JU2902;SPC NJ       -    35,255.472   128,855.391   MT  0.99990550   -0 09 16.0
 JU2902;SPC NJ       -   115,667.33    422,753.06   sFT  0.99990550   -0 09 16.0
 JU2902;UTM  18      - 4,333,529.118   522,065.659   MT  0.99960599   +0 09 40.4
 JU2902
 JU2902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2902!SPC NJ       -   1.00000555  x   0.99990550  =   0.99991105
 JU2902!UTM  18      -   1.00000555  x   0.99960599  =   0.99961154
 JU2902
 JU2902:                Primary Azimuth Mark                     Grid Az
 JU2902:SPC NJ       -  MAY                                      212 49 22.7
 JU2902:UTM  18      -  MAY                                      212 30 26.3
 JU2902
 JU2902|---------------------------------------------------------------------|
 JU2902| PID    Reference Object                     Distance      Geod. Az  |
 JU2902|                                                           dddmmss.s |
 JU2902| JU0437 MAY                                 APPROX. 9.5 KM 2124006.7 |
 JU2902| CB3138 TOWN RM 1                            68.570 METERS 26943     |
 JU2902|---------------------------------------------------------------------|
 JU2902
 JU2902                          SUPERSEDED SURVEY CONTROL
 JU2902
 JU2902  NAD 83(1986)-  39 09 02.43293(N)    074 44 40.68048(W) AD(       ) 3
 JU2902  NAD 27      -  39 09 02.01900(N)    074 44 42.09700(W) AD(       ) 3
 JU2902
 JU2902.Superseded values are not recommended for survey control.
 JU2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2902.See file dsdata.txt to determine how the superseded data were derived.
 JU2902
 JU2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2206633529(NAD 83)
 JU2902_MARKER: DS = TRIANGULATION STATION DISK
 JU2902_SETTING: 0 = UNSPECIFIED SETTING
 JU2902
 JU2902  HISTORY     - Date     Condition        Report By
 JU2902  HISTORY     - 1936     MONUMENTED       CGS
 JU2902  HISTORY     - 1950     GOOD             CGS
 JU2902
 JU2902                          STATION DESCRIPTION
 JU2902
 JU2902'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2902'TO REACH STATION GO N ON HIGHWAY NO. 4 FROM THE ROAD TO AVALON 2.3
 JU2902'MILES TO GRAVEL ROAD LEADING E TO TOWNSEND LANDING.  TURN E ON THIS
 JU2902'ROAD AND GO TO END.  STATION IS LOCATED ON THE SHELL BANK AT
 JU2902'END OF ROAD.
 JU2902'
 JU2902'STATION IS MARKED BY STANDARD DISK SET IN TOP OF A CONCRETE
 JU2902'POST STAMPED TOWN - 1936 WHICH PROJECTS 4 INCHES ABOVE GROUND.
 JU2902'
 JU2902'REFERENCE MARK NO.1 IS WEST OF STATION ON N EDGE OF ROAD.  IT
 JU2902'IS MARKED BY A STANDARD DISK SET IN TOP OF A CONCRETE POST
 JU2902'STAMPED NO.1 - TOWN - 1936 WHICH PROJECTS 4 INCHES ABOVE GROUND.
 JU2902'
 JU2902'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 JU2902
 JU2902                          STATION RECOVERY (1950)
 JU2902
 JU2902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2902'STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARK WAS
 JU2902'FOUND LYING ON ITS SIDE.
 JU2902'
 JU2902'THE PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT WITH THE
 JU2902'FOLLOWING EXCEPTION--
 JU2902'
 JU2902'THE GRAVEL ROAD REFERRED TO IS NOW MACADAM AND THE STATION
 JU2902'IS LOCATED 500.0 FEET N OF ITS END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2926 ***********************************************************************
 JU2926  DESIGNATION -  TOWNSEND
 JU2926  PID         -  JU2926
 JU2926  STATE/COUNTY-  NJ/CAPE MAY
 JU2926  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2926
 JU2926                         *CURRENT SURVEY CONTROL
 JU2926  ___________________________________________________________________
 JU2926* NAD 83(1996)-  39 07 41.37728(N)    074 42 33.42499(W)     ADJUSTED  
 JU2926* NAVD 88     -         2.3    (meters)       8.     (feet)  GPS OBS   
 JU2926  ___________________________________________________________________
 JU2926  X           -   1,306,541.239 (meters)                     COMP
 JU2926  Y           -  -4,778,952.945 (meters)                     COMP
 JU2926  Z           -   4,003,343.487 (meters)                     COMP
 JU2926  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 JU2926  ELLIP HEIGHT-         -32.80  (meters)          (10/23/02) GPS OBS
 JU2926  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 JU2926
 JU2926  HORZ ORDER  -  FIRST
 JU2926  ELLP ORDER  -  FOURTH    CLASS I
 JU2926
 JU2926.The horizontal coordinates were established by GPS observations
 JU2926.and adjusted by the National Geodetic Survey in May 1999..
 JU2926
 JU2926.The orthometric height was determined by GPS observations and a
 JU2926.high-resolution geoid model.
 JU2926
 JU2926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2926
 JU2926.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2926
 JU2926.The ellipsoidal height was determined by GPS observations
 JU2926.and is referenced to NAD 83.
 JU2926
 JU2926.The geoid height was determined by GEOID03.
 JU2926
 JU2926;                    North         East     Units Scale Factor Converg.
 JU2926;SPC NJ       -    32,747.838   131,904.970   MT  0.99990403   -0 07 55.5
 JU2926;SPC NJ       -   107,440.20    432,758.22   sFT  0.99990403   -0 07 55.5
 JU2926;UTM  18      - 4,331,039.062   525,128.092   MT  0.99960777   +0 11 00.5
 JU2926
 JU2926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2926!SPC NJ       -   1.00000515  x   0.99990403  =   0.99990918
 JU2926!UTM  18      -   1.00000515  x   0.99960777  =   0.99961291
 JU2926
 JU2926|---------------------------------------------------------------------|
 JU2926| PID    Reference Object                     Distance      Geod. Az  |
 JU2926|                                                           dddmmss.s |
 JU2926| CB3141 TOWNSEND RM 1                        24.855 METERS 00021     |
 JU2926| CB3144 TOWNSEND RM 4                        23.570 METERS 03311     |
 JU2926| CB3142 TOWNSEND RM 2 AZIMUTH                              18345     |
 JU2926| JU2896 AVALON                              APPROX. 2.4 KM 1885944.7 |
 JU2926| JU2925 TOWNSEND COAST GUARD LOT              7.479 METERS 20644     |
 JU2926| CB3145 TOWNSEND RM 6                                      25026     |
 JU2926| CB3143 TOWNSEND RM 3                        38.585 METERS 26249     |
 JU2926| JU2942 ATLANTIC CITY S CONSOLAN TOWER      APPROX. 4.8 KM 2651537.9 |
 JU2926| JU2933 GARDEN STATE PARKWAY RADIO TWR      APPROX. 5.5 KM 2704637.8 |
 JU2926| JU2935 ATLANTIC CITY N CONSOLAN TOWER      APPROX. 4.4 KM 2861746.4 |
 JU2926| JU2909 TOWNSEND RM 5                        16.238 METERS 29037     |
 JU2926|---------------------------------------------------------------------|
 JU2926
 JU2926                          SUPERSEDED SURVEY CONTROL
 JU2926
 JU2926  ELLIP H (05/14/99)  -32.82   (m)                       GP(       ) 4 1
 JU2926  NAD 83(1992)-  39 07 41.37672(N)    074 42 33.42484(W) AD(       ) 1
 JU2926  ELLIP H (03/31/93)  -32.95   (m)                       GP(       ) 3 2
 JU2926  NAD 83(1991)-  39 07 41.35803(N)    074 42 33.42567(W) AD(       ) 2
 JU2926  NAD 83(1986)-  39 07 41.35798(N)    074 42 33.42559(W) AD(       ) 2
 JU2926  NAD 27      -  39 07 40.94330(N)    074 42 34.84440(W) AD(       ) 2
 JU2926
 JU2926.Superseded values are not recommended for survey control.
 JU2926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2926.See file dsdata.txt to determine how the superseded data were derived.
 JU2926
 JU2926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2512831039(NAD 83)
 JU2926_MARKER: DS = TRIANGULATION STATION DISK
 JU2926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2926_SP_SET: CONCRETE POST
 JU2926_STAMPING: TOWNSEND 1932
 JU2926_MARK LOGO: CGS   
 JU2926_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2926+STABILITY: SURFACE MOTION
 JU2926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2926+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 JU2926
 JU2926  HISTORY     - Date     Condition        Report By
 JU2926  HISTORY     - 1932     MONUMENTED       CGS
 JU2926  HISTORY     - 1932     GOOD             CGS
 JU2926  HISTORY     - 1950     GOOD             CGS
 JU2926  HISTORY     - 1956     GOOD             CGS
 JU2926  HISTORY     - 1957     GOOD             CGS
 JU2926  HISTORY     - 1962     GOOD             CGS
 JU2926  HISTORY     - 1971     GOOD             NGS
 JU2926  HISTORY     - 19900808 GOOD             NJGS
 JU2926  HISTORY     - 19930302 GOOD             NJHA
 JU2926  HISTORY     - 20060128 GOOD             GEOCAC
 JU2926
 JU2926                          STATION DESCRIPTION
 JU2926
 JU2926'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2926'THE STATION IS LOCATED UNDER THE CENTER OF THE STRUCTURAL
 JU2926'FLAGPOLE AT THE TOWNSEND INLET COAST GUARD STATION S OF THE
 JU2926'TOWN OF SEA ISLE.  THE CENTER OF THE BASE OF THE FLAGPOLE IS 4
 JU2926'CENTI-METERS ECCENTRIC FROM THE TRUE STATION.  THE FOLLOWING
 JU2926'ARE THE RESPECTIVE DISTANCES FROM THE INNER CORNERS OF THE ANGLE
 JU2926'FORMING THE LEGS OF THE FLAGPOLE--NW 7.15 FEET.  NE 7.67 FEET.
 JU2926'SW 7.25 FEET.  SE 7.75 FEET.
 JU2926'
 JU2926'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2926'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11C.
 JU2926'
 JU2926'REFERENCE MARK NO.1 CEMENTED IN THE NW CORNER OF CEMENT RAMP
 JU2926'OF TOWNSEND INLET BOATHOUSE.  IT IS 0.6 FOOT E OF W EDGE AND
 JU2926'0.5 FOOT S OF THE BUILDING WALL.  IT IS 81.55 FEET N OF THE
 JU2926'STATION.
 JU2926'
 JU2926'REFERENCE MARK NO. 3 IS IN THE CURB ON THE N SIDE OF EIGHTY-SECOND
 JU2926'STREET.  IT IS 26.70 FEET E OF THE E EDGE OF THE E SIDEWALK ON
 JU2926'LANDIS AVENUE.  IT IS 126.64 FEET SW OF THE STATION.
 JU2926'
 JU2926'REFERENCE MARK NO. 2 IS SET IN THE SIDEWALK AT THE SE CORNER OF
 JU2926'LANDIS AVENUE AND EIGHTY-FIFTH STREET IN TOWNSEND INLET.  IT IS IN
 JU2926'THE NW BLOCK OF CEMENT OF THE SIDEWALK AT THIS CORNER AND IS 2.4
 JU2926'FEET N OF THE S SIDE OF THE BLOCK OF CEMENT AND 1.88 FEET W OF THE
 JU2926'E SIDE OF THE BLOCK OF CEMENT.
 JU2926'
 JU2926'HEIGHT OF SIGNAL ABOVE STATION MARK - 6 METERS.
 JU2926
 JU2926                          STATION RECOVERY (1932)
 JU2926
 JU2926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 JU2926'RECOVERED IN GOOD CONDITION.
 JU2926
 JU2926                          STATION RECOVERY (1950)
 JU2926
 JU2926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2926'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU2926'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 JU2926'AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE AND
 JU2926'CORRECT WITH THE FOLLOWING EXCEPTION--
 JU2926'
 JU2926'REFERENCE MARK 2 IS SET IN THE SIDEWALK AT THE SE CORNER OF
 JU2926'PLEASURE AVENUE AND EIGHTY-FIFTH STREET.
 JU2926
 JU2926                          STATION RECOVERY (1956)
 JU2926
 JU2926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 JU2926'STATION, R.M.1 AND R.M.2 RECOVERED AS DESCRIBED IN GOOD
 JU2926'CONDITION.  AZIMUTH MARK HAS BEEN DESTROYED.
 JU2926
 JU2926                          STATION RECOVERY (1957)
 JU2926
 JU2926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VES)
 JU2926'THE STATION AND RM NO. 3 MARKS WERE RECOVERED IN GOOD
 JU2926'CONDITION.  RMS 1 AND 2 WERE DESTROYED BY RAMP REMOVAL AND
 JU2926'ROAD WIDENING RESPECTIVELY.  THE STATION DESCRIPTION IS NO
 JU2926'LONGER ADEQUATE, A NEW ONE FOLLOWS.
 JU2926'
 JU2926'THE STATION IS IN TOWNSEND INLET, AT THE INTERSECTION OF 82ND
 JU2926'AND LANDIS STREETS, ON THE GROUNDS OF THE U.S. COAST GUARD
 JU2926'STATION, 82 FT. SOUTH OF THE MAIN COAST GUARD BLDG., 25 FT. NORTH
 JU2926'OF AN 85 FT. HIGH LOOKOUT TOWER, DIRECTLY UNDER THE CENTER
 JU2926'OF A STEEL TOWER TERMINATING IN A FLAG POLE.  RM NO. 1 IS IN
 JU2926'THE CURB ON THE NORTH SIDE OF 82ND STREET, 26.70 FT. EAST OF THE
 JU2926'EAST EDGE OF THE SIDEWALK ON THE EAST SIDE OF LANDIS STREET.
 JU2926'
 JU2926'STATION IS MARKED BY A STANDARD STATION DISK STAMPED, TOWNSEND,
 JU2926'1932 SET IN THE CENTER OF A 10 INCH SQUARE CONCRETE POST FLUSH
 JU2926'WITH THE GROUND.
 JU2926'
 JU2926'RM NO. 3 IS MARKED BY A STANDARD RM DISK STAMPED, TOWNSEND NO 3
 JU2926'1932 SET IN CEMENT IN A DRILL HOLE IN THE CONCRETE CURB.
 JU2926
 JU2926                          STATION RECOVERY (1962)
 JU2926
 JU2926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2926'THE STATION AND REFERENCE MARK 3 WERE RECOVERED AND FOUND IN
 JU2926'GOOD CONDITION.  REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED AND
 JU2926'SHOULD BE CONSIDERED LOST.  THREE NEW REFERENCE MARKS WERE
 JU2926'ESTABLISHED AT THIS TIME.  REFERENCE MARK 5 WAS OCCUPIED AT
 JU2926'THIS TIME AS THE TOWER COULD NOT BE BUILT OVER THE STATION MARK
 JU2926'BECAUSE OF THE STRUCTURAL FLAGPOLE.
 JU2926'
 JU2926'A NEW DESCRIPTION FOLLOWS.
 JU2926'
 JU2926'THE STATION MARK IS UNDER THE CENTER OF THE STRUCTURAL FLAGPOLE
 JU2926'AT THE TOWNSEND INLET COAST GUARD STATION, ABOUT 2 MILES
 JU2926'SOUTHWEST OF THE TOWN OF SEA ISLE AND ABOUT 0.5 MILE NORTHEAST
 JU2926'OF THE BRIDGE OVER TOWNSEND INLET.  IT IS 17.4 FEET WEST OF A
 JU2926'WITNESS POST, 19 FEET NORTHEAST OF THE NORTHWEST LEG OF COAST
 JU2926'GUARD LOOKOUT TOWER AND 16.5 FEET NORTHWEST OF THE NORTHEAST
 JU2926'LEG OF LOOKOUT TOWER.  THE MONUMENT IS FLUSH AND THE DISK IS
 JU2926'STAMPED TOWNSEND 1932.
 JU2926'
 JU2926'REFERENCE MARK 3 IS SET FLUSH IN A DRILL HOLE IN THE CURB ON THE
 JU2926'NORTH SIDE OF 82ND. STREET AND IS STAMPED TOWNSEND NO 3 1932.  IT IS
 JU2926'30 FEET SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE AND BLOCK
 JU2926'BUILDING, 14 FEET NORTH OF THE CENTERLINE OF 82ND. STREET AND
 JU2926'61 FEET EAST OF THE CENTERLINE OF LANDIS AVENUE.
 JU2926'
 JU2926'REFERENCE MARK 4 IS 77 FEET WEST OF THE CENTERLINE OF PLEASURE
 JU2926'AVENUE, 63 FEET EAST OF THE MAIN ENTRANCE TO THE COAST GUARD OFFICE
 JU2926'AND 1 FOOT SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL
 JU2926'BUILDING.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JU2926'TOWNSEND NO 4 1932.
 JU2926'
 JU2926'REFERENCE MARK 5 IS 64.9 FEET SOUTHWEST OF THE MAIN ENTRANCE TO
 JU2926'COAST GUARD OFFICE, 42.9 FEET NORTHWEST OF THE NORTHWEST LEG OF
 JU2926'LOOKOUT TOWER AND 37.6 FEET EAST OF THE NORTHEAST CORNER OF THE
 JU2926'CONCRETE AND BRICK BUILDING.  THE MONUMENT IS FLUSH AND THE DISK
 JU2926'IS STAMPED TOWNSEND NO 5 1932.
 JU2926'
 JU2926'REFERENCE MARK 6 IS 22 FEET NORTHWEST OF THE CENTERLINE OF
 JU2926'LANDIS AVENUE, 3 FEET EAST OF A WITNESS POST AND 3 FEET
 JU2926'NORTH-NORTHEAST OF A POWER POLE.  THE MONUMENT PROJECTS 5
 JU2926'INCHES AND THE DISK IS STAMPED TOWNSEND NO 6 1932.
 JU2926'
 JU2926'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU2926
 JU2926                          STATION RECOVERY (1971)
 JU2926
 JU2926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU2926'THE STATION MARK WAS RECOVERED AS DESCRIBED.
 JU2926'
 JU2926'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2926'IN TOWNSEND INLET, N.J.
 JU2926
 JU2926                          STATION RECOVERY (1990)
 JU2926
 JU2926'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2926'THE STATION IS LOCATED IN THE SOUTHEAST PART OF SEA ISLE CITY, ON U.S.
 JU2926'COAST GUARD PROPERTY ON THE SOUTHEAST SIDE OF LANDIS AVENUE, BETWEEN
 JU2926'81ST STREET AND 82ND STREET. TO REACH THE STATION FROM THE COUNTY
 JU2926'ROAD 619 BRIDGE OVER TOWNSENDS INLET, SOUTH OF SEA ISLE CITY, GO 1.1
 JU2926'KM (0.7 MI) NORTHEAST ON ROUTE 619, LANDIS AVENUE TO THE FORMER COAST
 JU2926'GUARD STATION AND THE MARK ON THE RIGHT. THE STATION IS AT THE WEST
 JU2926'EDGE OF THE PARKING AREA NEAR THE THIRD PAINTED CAR STALL, AT THE
 JU2926'SOUTHWEST CORNER OF THE PROPERTY, 1.5 M (4.9 FT) NORTHWEST OF THE
 JU2926'NORTHWEST EDGE OF THE PARKING LOT PAVEMENT, 23.1 M (75.8 FT)
 JU2926'NORTHEAST OF THE 82ND STREET CENTERLINE, 28.2 M (92.5 FT) NORTHWEST OF
 JU2926'THE PLEASURE AVENUE CENTERLINE, 45.2 M (148.3 FT) SOUTHEAST OF THE
 JU2926'LANDIS AVENUE CURBLINE, 27.0 M (88.6 FT) SOUTH OF THE FLAGPOLE, 18.2
 JU2926'M (59.7 FT) NORTHEAST OF POLE NUMBER 5814, 26.0 M (85.3 FT) SOUTHWEST
 JU2926'OF THE SOUTHWEST CORNER OF THE MAIN 2.5 STORY FRAME COAST GUARD
 JU2926'BUILDING, 27.2 M (89.2 FT) EAST OF THE SOUTHEAST CORNER OF A ONE
 JU2926'STORY BRICK BUILDING, 16.25 M (53.31 FT) EAST SOUTHEAST OF TOWNSEND
 JU2926'RM 5 1932 AND FLUSH WITH THE GROUND.
 JU2926
 JU2926                          STATION RECOVERY (1993)
 JU2926
 JU2926'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 JU2926'RECOVERED IN GOOD CONDITION.
 JU2926
 JU2926                          STATION RECOVERY (2006)
 JU2926
 JU2926'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2926'THE STATION, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, REFERENCE
 JU2926'MARK NO. 5, AND REFERENCE MARK NO. 6 ALL FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2925 ***********************************************************************
 JU2925  DESIGNATION -  TOWNSEND COAST GUARD LOT
 JU2925  PID         -  JU2925
 JU2925  STATE/COUNTY-  NJ/CAPE MAY
 JU2925  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2925
 JU2925                         *CURRENT SURVEY CONTROL
 JU2925  ___________________________________________________________________
 JU2925* NAD 83(1996)-  39 07 41.16067(N)    074 42 33.56507(W)     ADJUSTED  
 JU2925* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 JU2925  ___________________________________________________________________
 JU2925  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 JU2925  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 JU2925
 JU2925  HORZ ORDER  -  THIRD
 JU2925
 JU2925.The horizontal coordinates were established by classical geodetic methods
 JU2925.and adjusted by the National Geodetic Survey in September 1999..
 JU2925
 JU2925.The orthometric height was scaled from a topographic map.
 JU2925
 JU2925.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2925
 JU2925.The geoid height was determined by GEOID03.
 JU2925
 JU2925;                    North         East     Units Scale Factor Converg.
 JU2925;SPC NJ       -    32,741.166   131,901.590   MT  0.99990403   -0 07 55.5
 JU2925;SPC NJ       -   107,418.31    432,747.13   sFT  0.99990403   -0 07 55.5
 JU2925;UTM  18      - 4,331,032.374   525,124.750   MT  0.99960777   +0 11 00.4
 JU2925
 JU2925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2925!SPC NJ       -   1.00000509  x   0.99990403  =   0.99990912
 JU2925!UTM  18      -   1.00000509  x   0.99960777  =   0.99961286
 JU2925
 JU2925                          SUPERSEDED SURVEY CONTROL
 JU2925
 JU2925  NAD 83(1991)-  39 07 41.14142(N)    074 42 33.56575(W) AD(       ) 4
 JU2925  NAD 83(1986)-  39 07 41.14134(N)    074 42 33.56537(W) AD(       ) 4
 JU2925  NAD 27      -  39 07 40.72600(N)    074 42 34.98400(W) AD(       ) 3
 JU2925
 JU2925.Superseded values are not recommended for survey control.
 JU2925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2925.See file dsdata.txt to determine how the superseded data were derived.
 JU2925
 JU2925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2512531032(NAD 83)
 JU2925_MARKER: 57 = LOOKOUT TOWER
 JU2925
 JU2925  HISTORY     - Date     Condition        Report By
 JU2925  HISTORY     - 1956     FIRST OBSERVED   CGS
 JU2925  HISTORY     - 1957     GOOD             CGS
 JU2925  HISTORY     - 1971     GOOD             NGS
 JU2925  HISTORY     - 20060128 MARK NOT FOUND   GEOCAC
 JU2925
 JU2925                          STATION DESCRIPTION
 JU2925
 JU2925'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (CAS)
 JU2925'THE TOWER IS LOCATED 7.413 METERS SOUTH OF STATION TOWNSEND AT THE
 JU2925'TOWNSEND COAST GUARD STATION IN SEA ISLE CITY.  THE TOWER IS A
 JU2925'SQUARE STRUCTURAL STEEL STRUCTURE SET IN FOUR CONCRETE BLOCK.  IT
 JU2925'IS ABOUT 100 FEET HIGH AND HAS A SQUARE OBSERVING CAGE AT THE TOP.
 JU2925
 JU2925                          STATION RECOVERY (1957)
 JU2925
 JU2925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VES)
 JU2925'THE STATION IS IN TOWNSENDS INLET, AT THE INTERSECTION OF 82ND
 JU2925'AND LANDIS STREETS, ON THE GROUNDS OF THE U.S. COAST GUARD
 JU2925'STATION.  110 FT. SOUTH OF THE MAIN COAST GUARD BUILDING,
 JU2925'50 FT. NORTH OF 82ND. STREET, IMMEDIATELY WEST OF THE DRIVEWAY
 JU2925'LEADING TO THE COAST GUARD GARAGE.
 JU2925'
 JU2925'STATION IS THE CENTER OF AN 85 FT. HIGH, FOUR LEGGED, OPEN
 JU2925'STEEL LOOKOUT TOWER.
 JU2925
 JU2925                          STATION RECOVERY (1971)
 JU2925
 JU2925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU2925'THE STATION WAS RECOVERED AS DESCRIBED.  THE TOWER IS PRESENTLY
 JU2925'IN GOOD VISIBLE CONDITION, BUT HAS BEEN CONDEMNED.
 JU2925'
 JU2925'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2925'IN TOWNSEND INLET, N.J.
 JU2925
 JU2925                          STATION RECOVERY (2006)
 JU2925
 JU2925'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2925'THERE IS NO LOOKOUT TOWER AT THE DESCRIBED LOCATION OR AT THE LOCATION
 JU2925'OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2909 ***********************************************************************
 JU2909  DESIGNATION -  TOWNSEND RM 5
 JU2909  PID         -  JU2909
 JU2909  STATE/COUNTY-  NJ/CAPE MAY
 JU2909  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2909
 JU2909                         *CURRENT SURVEY CONTROL
 JU2909  ___________________________________________________________________
 JU2909* NAD 83(1996)-  39 07 41.56262(N)    074 42 34.05778(W)     ADJUSTED  
 JU2909* NAVD 88     -         1.7    (meters)       6.     (feet)  VERTCON   
 JU2909  ___________________________________________________________________
 JU2909  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 JU2909  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 JU2909
 JU2909  HORZ ORDER  -  SECOND
 JU2909
 JU2909.The horizontal coordinates were established by classical geodetic methods
 JU2909.and adjusted by the National Geodetic Survey in September 1999..
 JU2909
 JU2909.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2909
 JU2909.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2909
 JU2909.The geoid height was determined by GEOID03.
 JU2909
 JU2909;                    North         East     Units Scale Factor Converg.
 JU2909;SPC NJ       -    32,753.588   131,889.785   MT  0.99990404   -0 07 55.9
 JU2909;SPC NJ       -   107,459.06    432,708.40   sFT  0.99990404   -0 07 55.9
 JU2909;UTM  18      - 4,331,044.726   525,112.880   MT  0.99960777   +0 11 00.1
 JU2909
 JU2909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2909!SPC NJ       -   1.00000524  x   0.99990404  =   0.99990927
 JU2909!UTM  18      -   1.00000524  x   0.99960777  =   0.99961300
 JU2909
 JU2909:                Primary Azimuth Mark                     Grid Az
 JU2909:SPC NJ       -  SEA ISLE RM 4                            020 41 21.6
 JU2909:UTM  18      -  SEA ISLE RM 4                            020 22 25.6
 JU2909
 JU2909|---------------------------------------------------------------------|
 JU2909| PID    Reference Object                     Distance      Geod. Az  |
 JU2909|                                                           dddmmss.s |
 JU2909| JU2916 SEA ISLE RM 4                       APPROX. 3.1 KM 0203325.7 |
 JU2909| CB3144 TOWNSEND RM 4                        31.400 METERS 06329     |
 JU2909| JU2926 TOWNSEND                             16.238 METERS 11037     |
 JU2909| JU2925 TOWNSEND COAST GUARD LOT             17.138 METERS 13620     |
 JU2909| CB3145 TOWNSEND RM 6                        86.993 METERS 24330     |
 JU2909| CB3143 TOWNSEND RM 3                        25.381 METERS 24529     |
 JU2909|---------------------------------------------------------------------|
 JU2909
 JU2909                          SUPERSEDED SURVEY CONTROL
 JU2909
 JU2909  NAD 83(1991)-  39 07 41.54336(N)    074 42 34.05844(W) AD(       ) 2
 JU2909  NAD 83(1986)-  39 07 41.54347(N)    074 42 34.05901(W) AD(       ) 2
 JU2909  NAD 27      -  39 07 41.12860(N)    074 42 35.47720(W) AD(       ) 2
 JU2909  NGVD 29 (07/19/86)    2.1    (m)            7.     (f) VERT ANG       
 JU2909
 JU2909.Superseded values are not recommended for survey control.
 JU2909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2909.See file dsdata.txt to determine how the superseded data were derived.
 JU2909
 JU2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2511331045(NAD 83)
 JU2909_MARKER: DR = REFERENCE MARK DISK
 JU2909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2909_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU2909
 JU2909  HISTORY     - Date     Condition        Report By
 JU2909  HISTORY     - 1962     MONUMENTED       CGS
 JU2909  HISTORY     - 20060128 GOOD             GEOCAC
 JU2909
 JU2909                          STATION DESCRIPTION
 JU2909
 JU2909'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JU2909'THE STATION MARK IS
 JU2909'AT THE TOWNSEND INLET COAST GUARD STATION, ABOUT 2 MILES
 JU2909'SOUTHWEST OF THE TOWN OF SEA ISLE AND ABOUT 0.5 MILE NORTHEAST
 JU2909'OF THE BRIDGE OVER TOWNSEND INLET.
 JU2909'
 JU2909'STATION MARK IS 64.9 FEET SOUTHWEST OF THE MAIN ENTRANCE TO
 JU2909'COAST GUARD OFFICE, 42.9 FEET NORTHWEST OF THE NORTHWEST LEG OF
 JU2909'LOOKOUT TOWER AND 37.6 FEET EAST OF THE NORTHEAST CORNER OF THE
 JU2909'CONCRETE AND BRICK BUILDING.  THE MONUMENT IS FLUSH AND THE DISK
 JU2909'IS STAMPED TOWNSEND NO 5 1932.
 JU2909
 JU2909                          STATION RECOVERY (2006)
 JU2909
 JU2909'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU2909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5824 ***********************************************************************
 KV5824  DESIGNATION -  TRANQUILITY METH CHURCH SPIRE
 KV5824  PID         -  KV5824
 KV5824  STATE/COUNTY-  NJ/SUSSEX
 KV5824  USGS QUAD   -  TRANQUILITY (1971)
 KV5824
 KV5824                         *CURRENT SURVEY CONTROL
 KV5824  ___________________________________________________________________
 KV5824* NAD 83(1996)-  40 56 49.60223(N)    074 47 50.92341(W)     ADJUSTED  
 KV5824* NAVD 88     -                                                        
 KV5824  ___________________________________________________________________
 KV5824  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 KV5824  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV5824
 KV5824  HORZ ORDER  -  THIRD
 KV5824
 KV5824.The horizontal coordinates were established by classical geodetic methods
 KV5824.and adjusted by the National Geodetic Survey in September 1999..
 KV5824
 KV5824
 KV5824.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5824
 KV5824.The geoid height was determined by GEOID03.
 KV5824
 KV5824;                    North         East     Units Scale Factor Converg.
 KV5824;SPC NJ       -   234,717.341   124,954.065   MT  0.99990772   -0 11 41.8
 KV5824;SPC NJ       -   770,068.48    409,953.46   sFT  0.99990772   -0 11 41.8
 KV5824;SPC PA S     -   183,346.386   848,562.323   MT  0.99999698   +1 54 56.1
 KV5824;SPC PA S     -   601,528.93  2,783,991.55   sFT  0.99999698   +1 54 56.1
 KV5824;UTM  18      - 4,532,905.733   517,045.962   MT  0.99960358   +0 07 57.8
 KV5824
 KV5824                          SUPERSEDED SURVEY CONTROL
 KV5824
 KV5824  NAD 83(1986)-  40 56 49.60195(N)    074 47 50.92486(W) AD(       ) 4
 KV5824  NAD 27      -  40 56 49.25200(N)    074 47 52.32900(W) AD(       ) 3
 KV5824
 KV5824.Superseded values are not recommended for survey control.
 KV5824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5824.See file dsdata.txt to determine how the superseded data were derived.
 KV5824
 KV5824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1704632906(NAD 83)
 KV5824_MARKER: 90 = CHURCH SPIRE
 KV5824
 KV5824  HISTORY     - Date     Condition        Report By
 KV5824  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV5824  HISTORY     - 20031201 GOOD             GEOCAC
 KV5824
 KV5824                          STATION DESCRIPTION
 KV5824
 KV5824'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV5824'THIS INTERSECTION STATION IS THE SPIRE OF THE TRANQUILITY
 KV5824'METHODIST CHURCH IN THE SMALL FARMING COMMUNITY OF
 KV5824'TRANQUILITY.  IT IS ON A WHITE PAINTED STEEPLE ABOUT 100 FEET
 KV5824'HIGH.  THE TIP OF THE SPIRE WAS THE POINT OBSERVED UPON.
 KV5824
 KV5824                          STATION RECOVERY (2003)
 KV5824
 KV5824'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 KV5824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4686 ***********************************************************************
 KV4686  DESIGNATION -  TRANSFER
 KV4686  PID         -  KV4686
 KV4686  STATE/COUNTY-  NJ/HUDSON
 KV4686  USGS QUAD   -  ELIZABETH (1995)
 KV4686
 KV4686                         *CURRENT SURVEY CONTROL
 KV4686  ___________________________________________________________________
 KV4686* NAD 83(1996)-  40 44 30.33138(N)    074 08 20.09575(W)     ADJUSTED  
 KV4686* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4686  ___________________________________________________________________
 KV4686  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 KV4686  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KV4686
 KV4686  HORZ ORDER  -  THIRD
 KV4686
 KV4686.The horizontal coordinates were established by classical geodetic methods
 KV4686.and adjusted by the National Geodetic Survey in September 1999..
 KV4686
 KV4686.The orthometric height was scaled from a topographic map.
 KV4686
 KV4686.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4686
 KV4686.The geoid height was determined by GEOID03.
 KV4686
 KV4686;                    North         East     Units Scale Factor Converg.
 KV4686;SPC NJ       -   211,935.088   180,495.156   MT  0.99991144   +0 14 08.4
 KV4686;SPC NJ       -   695,323.70    592,174.52   sFT  0.99991144   +0 14 08.4
 KV4686;SPC NY L     -    63,870.921   288,266.866   MT  0.99999668   -0 05 27.1
 KV4686;SPC NY L     -   209,549.85    945,755.54   sFT  0.99999668   -0 05 27.1
 KV4686;UTM  18      - 4,510,447.032   572,700.849   MT  0.99966505   +0 33 43.2
 KV4686
 KV4686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4686!SPC NJ       -   1.00000495  x   0.99991144  =   0.99991639
 KV4686!SPC NY L     -   1.00000495  x   0.99999668  =   1.00000163
 KV4686!UTM  18      -   1.00000495  x   0.99966505  =   0.99966999
 KV4686
 KV4686|---------------------------------------------------------------------|
 KV4686| PID    Reference Object                     Distance      Geod. Az  |
 KV4686|                                                           dddmmss.s |
 KV4686| CB6485 TRANSFER RM 2                        13.807 METERS 07028     |
 KV4686| KV4679 PAINT                               171.762 METERS 17132     |
 KV4686| KV4746 NEWARK CELLULOID CO W CHIM          APPROX. 1.7 KM 2163711.7 |
 KV4686| KV4745 DONNER COMPANY CHIMNEY              APPROX. 1.9 KM 2260846.8 |
 KV4686| KV4685 MANHATTAN                           APPROX. 1.3 KM 2312510.1 |
 KV4686| KV4706 SMELTING COMPANY CHIMNEY            APPROX. 1.6 KM 2325043.8 |
 KV4686| KV4756 NEWARK ST JAMES CATH CH SPIRE       APPROX. 2.4 KM 2334514.7 |
 KV4686| CB6484 TRANSFER RM 1                        15.392 METERS 24613     |
 KV4686| KV4690 MALT COMPANY CHIMNEY                APPROX. 2.1 KM 2470100.8 |
 KV4686| KV4674 WEST POWER HOUSE CHIMNEY            APPROX. 2.2 KM 2563921.1 |
 KV4686|---------------------------------------------------------------------|
 KV4686
 KV4686                          SUPERSEDED SURVEY CONTROL
 KV4686
 KV4686  NAD 83(1996)-  40 44 30.33128(N)    074 08 20.09599(W) AD(       ) 3
 KV4686  NAD 83(1986)-  40 44 30.32972(N)    074 08 20.10033(W) AD(       ) 3
 KV4686  NAD 27      -  40 44 29.96100(N)    074 08 21.58900(W) AD(       ) 3
 KV4686
 KV4686.Superseded values are not recommended for survey control.
 KV4686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4686.See file dsdata.txt to determine how the superseded data were derived.
 KV4686
 KV4686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7270110447(NAD 83)
 KV4686_MARKER: DS = TRIANGULATION STATION DISK
 KV4686_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4686_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4686
 KV4686  HISTORY     - Date     Condition        Report By
 KV4686  HISTORY     - 1913     MONUMENTED       CGS
 KV4686  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV4686
 KV4686                          STATION DESCRIPTION
 KV4686
 KV4686'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4686'STATION IS ON THE N SIDE OF PASSAIC RIVER JUST OPPOSITE THE
 KV4686'SHERWIN-WILLIAMS COMPANYS PAINT FACTORY OF EAST NEWARK.  THE
 KV4686'STATION IS 3 METERS FROM THE EMBANKMENT OF A BRANCH OF THE
 KV4686'PENNSYLVANIA RAILROAD AND ABOUT 200 METERS BELOW THE RAILROAD
 KV4686'WATER TANK, AND NEAR AN ABANDONED DOCK.
 KV4686'
 KV4686'THE STATION IS MARKED BY A C. AND G.S. STANDARD BRASS DISK CEMENTED
 KV4686'IN THE TOP OF A 3-INCH TILE PIPE SUNK TO THE GROUND LEVEL.
 KV4686'
 KV4686'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CONCRETE CONTAINED
 KV4686'IN A 3-INCH TILE PIPE SUNK TO THE SURFACE LEVEL, ARE PLACED
 KV4686'RESPECTIVELY 45.3 FEET N 80 DEG E AND 50.5 FEET S 80 DEG W FROM
 KV4686'THE STATION.
 KV4686
 KV4686                          STATION RECOVERY (1933)
 KV4686
 KV4686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4686'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4115 ***********************************************************************
 KV4115  DESIGNATION -  TRAP
 KV4115  PID         -  KV4115
 KV4115  STATE/COUNTY-  NJ/HUDSON
 KV4115  USGS QUAD   -  WEEHAWKEN (1995)
 KV4115
 KV4115                         *CURRENT SURVEY CONTROL
 KV4115  ___________________________________________________________________
 KV4115* NAD 83(1996)-  40 45 29.35442(N)    074 05 20.66087(W)     ADJUSTED  
 KV4115* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 KV4115  ___________________________________________________________________
 KV4115  LAPLACE CORR-           6.58  (seconds)                    DEFLEC99
 KV4115  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KV4115
 KV4115  HORZ ORDER  -  THIRD
 KV4115
 KV4115.The horizontal coordinates were established by classical geodetic methods
 KV4115.and adjusted by the National Geodetic Survey in September 1999..
 KV4115
 KV4115.The orthometric height was scaled from a topographic map.
 KV4115
 KV4115.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4115
 KV4115.The geoid height was determined by GEOID03.
 KV4115
 KV4115;                    North         East     Units Scale Factor Converg.
 KV4115;SPC NJ       -   213,774.104   184,696.103   MT  0.99991481   +0 16 05.8
 KV4115;SPC NJ       -   701,357.21    605,957.13   sFT  0.99991481   +0 16 05.8
 KV4115;SPC NY L     -    65,686.117   292,478.576   MT  0.99999618   -0 03 29.7
 KV4115;SPC NY L     -   215,505.20    959,573.46   sFT  0.99999618   -0 03 29.7
 KV4115;UTM  18      - 4,512,309.495   576,890.228   MT  0.99967277   +0 35 41.1
 KV4115
 KV4115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4115!SPC NJ       -   0.99999535  x   0.99991481  =   0.99991016
 KV4115!SPC NY L     -   0.99999535  x   0.99999618  =   0.99999153
 KV4115!UTM  18      -   0.99999535  x   0.99967277  =   0.99966812
 KV4115
 KV4115|---------------------------------------------------------------------|
 KV4115| PID    Reference Object                     Distance      Geod. Az  |
 KV4115|                                                           dddmmss.s |
 KV4115| CB6487 TRAP RM 2                            16.703 METERS 04803     |
 KV4115| KV4114 HILL                                334.201 METERS 08835     |
 KV4115| CB6486 TRAP RM 1                            11.156 METERS 11948     |
 KV4115| KV4251 JERSEY CITY GAS ELEC W CHIMNEY      APPROX. 1.9 KM 1354501.9 |
 KV4115| KV4329 STONE CHURCH SPIRE                  APPROX. 3.9 KM 1670651.5 |
 KV4115| KV4139 HARRISON CLARK THREAD CHIMNEY       APPROX. 6.2 KM 2635517.7 |
 KV4115| KV4099 HARBOR LINE 1913 RM 8               467.064 METERS 3301222.8 |
 KV4115| KV4064 KINGSLAND LACKAWANNA RR CHIM        APPROX. 5.2 KM 3353336.5 |
 KV4115|---------------------------------------------------------------------|
 KV4115
 KV4115                          SUPERSEDED SURVEY CONTROL
 KV4115
 KV4115  NAD 83(1996)-  40 45 29.35433(N)    074 05 20.66099(W) AD(       ) 3
 KV4115  NAD 83(1996)-  40 45 29.35345(N)    074 05 20.66276(W) AD(       ) 3
 KV4115  NAD 83(1992)-  40 45 29.35260(N)    074 05 20.66358(W) AD(       ) 3
 KV4115  NAD 83(1986)-  40 45 29.35465(N)    074 05 20.66346(W) AD(       ) 3
 KV4115  NAD 27      -  40 45 28.99000(N)    074 05 22.14800(W) AD(       ) 3
 KV4115
 KV4115.Superseded values are not recommended for survey control.
 KV4115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4115.See file dsdata.txt to determine how the superseded data were derived.
 KV4115
 KV4115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7689012309(NAD 83)
 KV4115_MARKER: DS = TRIANGULATION STATION DISK
 KV4115_SETTING: 66 = SET IN ROCK OUTCROP
 KV4115
 KV4115  HISTORY     - Date     Condition        Report By
 KV4115  HISTORY     - 1913     MONUMENTED       CGS
 KV4115  HISTORY     - 1931     MARK NOT FOUND   CGS
 KV4115
 KV4115                          STATION DESCRIPTION
 KV4115
 KV4115'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4115'STATION IS ON THE SW AND HIGHEST PART OF SNAKE HILL, ON THE
 KV4115'EASTERN SIDE OF HACKENSACK RIVER, ABOUT 120 METERS NE OF THE
 KV4115'ERIE RAILROAD, AND 200 METERS FROM HIGH-WATER LINE.  THE
 KV4115'STATION IS ON A BARE ROCKY SPOT ABOUT 100 METERS SQUARE AND IS
 KV4115'MARKED BY A C. AND G.S. STANDARD BRASS DISK SET IN A HOLE
 KV4115'DRILLED IN THE ROCK.  THERE ARE TWO REFERENCE MARKS, NOT
 KV4115'DESCRIBED BUT LOCATED RESPECTIVELY 36.6 FEET SE 1/2 E AND 54.8
 KV4115'FEET NE BY E FROM THE STATION.
 KV4115
 KV4115                          STATION RECOVERY (1931)
 KV4115
 KV4115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4115'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2803 ***********************************************************************
 KU2803  DESIGNATION -  TRASK
 KU2803  PID         -  KU2803
 KU2803  STATE/COUNTY-  NJ/MONMOUTH
 KU2803  USGS QUAD   -  SANDY HOOK (1981)
 KU2803
 KU2803                         *CURRENT SURVEY CONTROL
 KU2803  ___________________________________________________________________
 KU2803* NAD 83(1996)-  40 23 27.62656(N)    073 59 01.70483(W)     ADJUSTED  
 KU2803* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 KU2803  ___________________________________________________________________
 KU2803  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 KU2803  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KU2803
 KU2803  HORZ ORDER  -  THIRD
 KU2803
 KU2803.The horizontal coordinates were established by classical geodetic methods
 KU2803.and adjusted by the National Geodetic Survey in September 1999..
 KU2803
 KU2803.The orthometric height was scaled from a topographic map.
 KU2803
 KU2803.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2803
 KU2803.The geoid height was determined by GEOID03.
 KU2803
 KU2803;                    North         East     Units Scale Factor Converg.
 KU2803;SPC NJ       -   173,054.819   193,822.984   MT  0.99992363   +0 20 04.2
 KU2803;SPC NJ       -   567,764.02    635,900.91   sFT  0.99992363   +0 20 04.2
 KU2803;UTM  18      - 4,471,652.318   586,245.892   MT  0.99969156   +0 39 30.7
 KU2803
 KU2803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2803!SPC NJ       -   0.99999559  x   0.99992363  =   0.99991922
 KU2803!UTM  18      -   0.99999559  x   0.99969156  =   0.99968715
 KU2803
 KU2803:                Primary Azimuth Mark                     Grid Az
 KU2803:SPC NJ       -  NEW BRIDGE                               042 57 56.7
 KU2803:UTM  18      -  NEW BRIDGE                               042 38 30.2
 KU2803
 KU2803|---------------------------------------------------------------------|
 KU2803| PID    Reference Object                     Distance      Geod. Az  |
 KU2803|                                                           dddmmss.s |
 KU2803| KU0842 NEW BRIDGE                          APPROX. 0.8 KM 0431800.9 |
 KU2803| CB7501 TRASK RM 1                           12.070 METERS 05458     |
 KU2803| CB7502 TRASK RM 2                           28.504 METERS 29740     |
 KU2803| KU2795 NAVESINK LIGHT SOUTH                APPROX. 0.6 KM 3454347.0 |
 KU2803|---------------------------------------------------------------------|
 KU2803
 KU2803                          SUPERSEDED SURVEY CONTROL
 KU2803
 KU2803  NAD 83(1986)-  40 23 27.62711(N)    073 59 01.70377(W) AD(       ) 3
 KU2803  NAD 27      -  40 23 27.23600(N)    073 59 03.21400(W) AD(       ) 3
 KU2803
 KU2803.Superseded values are not recommended for survey control.
 KU2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2803.See file dsdata.txt to determine how the superseded data were derived.
 KU2803
 KU2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8624671652(NAD 83)
 KU2803_MARKER: DS = TRIANGULATION STATION DISK
 KU2803_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KU2803_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KU2803
 KU2803  HISTORY     - Date     Condition        Report By
 KU2803  HISTORY     - 1934     MONUMENTED       CGS
 KU2803  HISTORY     - 1934     GOOD             CGS
 KU2803  HISTORY     - 1940     GOOD             CGS
 KU2803  HISTORY     - 19950717 MARK NOT FOUND   USPSQD
 KU2803
 KU2803                          STATION DESCRIPTION
 KU2803
 KU2803'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KU2803'LOCATED ON THE W SIDE OF THE SHREWSBURY RIVER AT THE SOUTHERN END
 KU2803'OF THE HIGHLANDS OF NAVESINK.  LOCATED S OF THE TWIN LIGHTS ON A
 KU2803'PRIVATE ROAD LEADING TO PROPERTY OWNED BY JULIUS TRASK WHICH WAS
 KU2803'OLD POSTAL TELEGRAPH TOWER.  LOCATED 35 METERS SE OF THE HOUSE
 KU2803'(WHICH IS ONLY HOUSE ON HILL AND EXCEPT NAVESINK LIGHTS THE
 KU2803'HIGHEST HOUSE ON THIS SECTION OF THE HIGHLANDS) 9 METERS E OF
 KU2803'THE ROAD AND 3 METERS N OF THE CEMENT WINDMILL FOUNDATION.
 KU2803'
 KU2803'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 KU2803'REFERENCE MARK NO.1 AND 2 ARE STANDARD
 KU2803'BRONZE DISKS SET IN CONCRETE.
 KU2803'
 KU2803'REFERENCE MARK NO.1 IS TO THE NE BELOW THE STATION ON HILL SIDE.
 KU2803'
 KU2803'REFERENCE MARK NO.2 IS TO THE NW ABOVE THE STATION AT NE CORNER
 KU2803'OF GARAGE.
 KU2803
 KU2803                          STATION RECOVERY (1934)
 KU2803
 KU2803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KU2803'REACHED VIA HIGHLANDS AS FOLLOWS--TURN W ON DIRT ROAD (PORTLAND
 KU2803'STREET) ON N END OF HIGHWAY BRIDGE AND FOLLOW 0.7 MILE PASSING
 KU2803'THROUGH GATES MARKING THE ENTRANCE TO HARTSHORNE ROAD, TURN SHARP
 KU2803'RIGHT ON STEEP ROAD 0.2 MILE PAST THE GATES AND FOLLOW IT TO
 KU2803'STATION.
 KU2803'
 KU2803'A THIRTY-FIVE-FOOT SIGNAL WAS NEEDED TO SEE NAVESINK LIGHTS,
 KU2803'20 FEET WOULD SEE ALL OTHER STATIONS.
 KU2803
 KU2803                          STATION RECOVERY (1940)
 KU2803
 KU2803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KU2803'PRESENT DESCRIPTION ADEQUATE.  MARKS IN GOOD CONDITION.
 KU2803
 KU2803                          STATION RECOVERY (1995)
 KU2803
 KU2803'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU2803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3983 ***********************************************************************
 KV3983  DESIGNATION -  TREE
 KV3983  PID         -  KV3983
 KV3983  STATE/COUNTY-  NJ/BERGEN
 KV3983  USGS QUAD   -  WEEHAWKEN (1995)
 KV3983
 KV3983                         *CURRENT SURVEY CONTROL
 KV3983  ___________________________________________________________________
 KV3983* NAD 83(1996)-  40 50 27.25922(N)    074 07 21.24345(W)     ADJUSTED  
 KV3983* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 KV3983  ___________________________________________________________________
 KV3983  LAPLACE CORR-           6.35  (seconds)                    DEFLEC99
 KV3983  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV3983
 KV3983  HORZ ORDER  -  THIRD
 KV3983
 KV3983.The horizontal coordinates were established by classical geodetic methods
 KV3983.and adjusted by the National Geodetic Survey in September 1999..
 KV3983
 KV3983.The orthometric height was scaled from a topographic map.
 KV3983
 KV3983.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3983
 KV3983.The geoid height was determined by GEOID03.
 KV3983
 KV3983;                    North         East     Units Scale Factor Converg.
 KV3983;SPC NJ       -   222,950.050   181,828.427   MT  0.99991246   +0 14 48.6
 KV3983;SPC NJ       -   731,461.96    596,548.76   sFT  0.99991246   +0 14 48.6
 KV3983;SPC NY L     -    74,879.020   289,663.050   MT  0.99999491   -0 04 48.6
 KV3983;SPC NY L     -   245,665.58    950,336.19   sFT  0.99999491   -0 04 48.6
 KV3983;UTM  18      - 4,521,466.708   573,970.984   MT  0.99966735   +0 34 25.8
 KV3983
 KV3983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3983!SPC NJ       -   1.00000336  x   0.99991246  =   0.99991582
 KV3983!SPC NY L     -   1.00000336  x   0.99999491  =   0.99999827
 KV3983!UTM  18      -   1.00000336  x   0.99966735  =   0.99967071
 KV3983
 KV3983:                Primary Azimuth Mark                     Grid Az
 KV3983:SPC NJ       -  DITCH                                    031 31 25.7
 KV3983:SPC NY L     -  DITCH                                    031 51 02.9
 KV3983:UTM  18      -  DITCH                                    031 11 48.5
 KV3983
 KV3983|---------------------------------------------------------------------|
 KV3983| PID    Reference Object                     Distance      Geod. Az  |
 KV3983|                                                           dddmmss.s |
 KV3983| KV3971 DITCH                               APPROX. 0.6 KM 0314614.3 |
 KV3983| CB6488 TREE RM 1                                          06109     |
 KV3983| CB6489 TREE RM 2                                          18414     |
 KV3983| KV3919 BEND                                364.045 METERS 20409     |
 KV3983| KV4214 TURN                                254.455 METERS 22442     |
 KV3983| KV3976 SWAMP                               154.545 METERS 33124     |
 KV3983|---------------------------------------------------------------------|
 KV3983
 KV3983                          SUPERSEDED SURVEY CONTROL
 KV3983
 KV3983  NAD 83(1996)-  40 50 27.25900(N)    074 07 21.24378(W) AD(       ) 3
 KV3983  NAD 83(1996)-  40 50 27.25413(N)    074 07 21.25000(W) AD(       ) 3
 KV3983  NAD 83(1992)-  40 50 27.25428(N)    074 07 21.25019(W) AD(       ) 3
 KV3983  NAD 83(1986)-  40 50 27.25678(N)    074 07 21.25492(W) AD(       ) 3
 KV3983  NAD 27      -  40 50 26.90900(N)    074 07 22.73800(W) AD(       ) 3
 KV3983
 KV3983.Superseded values are not recommended for survey control.
 KV3983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3983.See file dsdata.txt to determine how the superseded data were derived.
 KV3983
 KV3983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7397121467(NAD 83)
 KV3983_MARKER: DS = TRIANGULATION STATION DISK
 KV3983_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV3983_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV3983
 KV3983  HISTORY     - Date     Condition        Report By
 KV3983  HISTORY     - 1913     MONUMENTED       CGS
 KV3983  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV3983
 KV3983                          STATION DESCRIPTION
 KV3983
 KV3983'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV3983'STATION IS ON THE E SIDE OF PASSAIC RIVER, ABOUT 33 METERS BELOW
 KV3983'UNION AVENUE BRIDGE, ON LAND BELONGING TO MR. HOLMAN.
 KV3983'
 KV3983'STATION IS MARKED BY A C. AND G.S. STANDARD BRASS DISK
 KV3983'CEMENTED IN THE TOP OF A 4-INCH TILE PIPE AND SUNK TO THE
 KV3983'GROUND LEVEL.
 KV3983'
 KV3983'THE SUBSURFACE MARK IS A BURIED BOTTLE SET IN CONCRETE.
 KV3983'
 KV3983'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CONCRETE CONTAINED
 KV3983'IN A 4-INCH TILE PIPE AND SUNK TO THE GROUND LEVEL ARE PLACED
 KV3983'RESPECTIVELY 60.5 FEET N 71 DEG E AND 64.9 FEET S 11 DEG W
 KV3983'FROM THE STATION.
 KV3983
 KV3983                          STATION RECOVERY (1933)
 KV3983
 KV3983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3983'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5540 ***********************************************************************
 KV5540  DESIGNATION -  TRENTON AM STEEL AND WIRE STK
 KV5540  PID         -  KV5540
 KV5540  STATE/COUNTY-  NJ/MERCER
 KV5540  USGS QUAD   -  TRENTON WEST (1995)
 KV5540
 KV5540                         *CURRENT SURVEY CONTROL
 KV5540  ___________________________________________________________________
 KV5540* NAD 83(1996)-  40 12 46.85549(N)    074 45 25.46058(W)     ADJUSTED  
 KV5540* NAVD 88     -                                                        
 KV5540  ___________________________________________________________________
 KV5540  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 KV5540  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KV5540
 KV5540  HORZ ORDER  -  THIRD
 KV5540
 KV5540.The horizontal coordinates were established by classical geodetic methods
 KV5540.and adjusted by the National Geodetic Survey in September 1999..
 KV5540
 KV5540
 KV5540.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5540
 KV5540.The geoid height was determined by GEOID03.
 KV5540
 KV5540;                    North         East     Units Scale Factor Converg.
 KV5540;SPC NJ       -   153,196.261   128,118.139   MT  0.99990589   -0 09 57.5
 KV5540;SPC NJ       -   502,611.40    420,334.26   sFT  0.99990589   -0 09 57.5
 KV5540;SPC PA S     -   101,991.925   854,724.789   MT  0.99996806   +1 56 30.4
 KV5540;SPC PA S     -   334,618.51  2,804,209.58   sFT  0.99996806   +1 56 30.4
 KV5540;UTM  18      - 4,451,428.575   520,671.661   MT  0.99960526   +0 09 24.6
 KV5540
 KV5540                          SUPERSEDED SURVEY CONTROL
 KV5540
 KV5540  NAD 83(1986)-  40 12 46.85337(N)    074 45 25.46246(W) AD(       ) 4
 KV5540  NAD 27      -  40 12 46.46100(N)    074 45 26.87800(W) AD(       ) 3
 KV5540
 KV5540.Superseded values are not recommended for survey control.
 KV5540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5540.See file dsdata.txt to determine how the superseded data were derived.
 KV5540
 KV5540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2067251429(NAD 83)
 KV5540_MARKER: 63 = STACK
 KV5540
 KV5540  HISTORY     - Date     Condition        Report By
 KV5540  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5540
 KV5540                          STATION DESCRIPTION
 KV5540
 KV5540'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5540'ON HAMILTON AVENUE ABOUT MIDWAY BETWEEN BROAD STREET AND CLINTON
 KV5540'STREET.  ON E SIDE OF HAMILTON ABOUT 70 FEET E OF E PROPERTY
 KV5540'LINE.  PLANT EXTENDS FULL BLOCK, DIRTY RED BRICK FACTORY.
 KV5540'
 KV5540'STACK IS OF CONCRETE, CORBELLED AT TOP, 2 LIGHTNING
 KV5540'RODS.  LADDER ON N SIDE, 125 FEET HIGH, 8 FEET IN DIAMETER AT
 KV5540'TOP.  STACK IS FAIRLY CLEAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5537 ***********************************************************************
 KV5537  DESIGNATION -  TRENTON AMER STEEL AND WIRE
 KV5537  PID         -  KV5537
 KV5537  STATE/COUNTY-  NJ/MERCER
 KV5537  USGS QUAD   -  TRENTON WEST (1995)
 KV5537
 KV5537                         *CURRENT SURVEY CONTROL
 KV5537  ___________________________________________________________________
 KV5537* NAD 83(1996)-  40 12 50.02820(N)    074 45 30.82116(W)     ADJUSTED  
 KV5537* NAVD 88     -                                                        
 KV5537  ___________________________________________________________________
 KV5537  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 KV5537  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KV5537
 KV5537  HORZ ORDER  -  THIRD
 KV5537
 KV5537.The horizontal coordinates were established by classical geodetic methods
 KV5537.and adjusted by the National Geodetic Survey in September 1999..
 KV5537
 KV5537
 KV5537.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5537
 KV5537.The geoid height was determined by GEOID03.
 KV5537
 KV5537;                    North         East     Units Scale Factor Converg.
 KV5537;SPC NJ       -   153,294.479   127,991.677   MT  0.99990596   -0 10 01.0
 KV5537;SPC NJ       -   502,933.64    419,919.36   sFT  0.99990596   -0 10 01.0
 KV5537;SPC PA S     -   102,085.431   854,594.792   MT  0.99996800   +1 56 27.0
 KV5537;SPC PA S     -   334,925.28  2,803,783.08   sFT  0.99996800   +1 56 27.0
 KV5537;UTM  18      - 4,451,526.050   520,544.685   MT  0.99960520   +0 09 21.2
 KV5537
 KV5537                          SUPERSEDED SURVEY CONTROL
 KV5537
 KV5537  NAD 83(1986)-  40 12 50.02603(N)    074 45 30.82312(W) AD(       ) 4
 KV5537  NAD 27      -  40 12 49.63300(N)    074 45 32.23900(W) AD(       ) 3
 KV5537
 KV5537.Superseded values are not recommended for survey control.
 KV5537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5537.See file dsdata.txt to determine how the superseded data were derived.
 KV5537
 KV5537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2054551526(NAD 83)
 KV5537_MARKER: 51 = TANK
 KV5537
 KV5537  HISTORY     - Date     Condition        Report By
 KV5537  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5537  HISTORY     - 1947     GOOD             CGS
 KV5537
 KV5537                          STATION DESCRIPTION
 KV5537
 KV5537'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5537'ABOUT 200 FEET N OF BROAD STREET AND 200 FEET W OF HAMILTON
 KV5537'STREET IN THE YARD OF THE AMERICAN STEEL AND WIRE COMPANY
 KV5537'PLANT.  BUILDINGS ON ALL SIDES.
 KV5537'
 KV5537'TANK IS WELL PROPORTIONED, HAS AMERICAN STEEL AND WIRE COMPANY,
 KV5537'TRENTON WORKS PAINTED IN WHITE ON E AND W SIDES.
 KV5537'
 KV5537'PAVED ALLEY, 100 FEET W MARKS W BOUNDARY LINE OF PROPERTY.
 KV5537'
 KV5537'HEIGHT ABOUT 125 FEET FROM GROUND TO FINIAL.
 KV5537
 KV5537                          STATION RECOVERY (1947)
 KV5537
 KV5537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5537'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5537'ADEQUATE WITH THE FOLLOWING CHANGE--
 KV5537'
 KV5537'CHANGE WELL PROPORTIONED TO WELL PROPORTIONED BLACK TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5568 ***********************************************************************
 KV5568  DESIGNATION -  TRENTON BROAD ST BANK HEAT STK
 KV5568  PID         -  KV5568
 KV5568  STATE/COUNTY-  NJ/MERCER
 KV5568  USGS QUAD   -  TRENTON WEST (1995)
 KV5568
 KV5568                         *CURRENT SURVEY CONTROL
 KV5568  ___________________________________________________________________
 KV5568* NAD 83(1996)-  40 13 11.24566(N)    074 45 43.41559(W)     ADJUSTED  
 KV5568* NAVD 88     -                                                        
 KV5568  ___________________________________________________________________
 KV5568  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 KV5568  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KV5568
 KV5568  HORZ ORDER  -  THIRD
 KV5568
 KV5568.The horizontal coordinates were established by classical geodetic methods
 KV5568.and adjusted by the National Geodetic Survey in September 1999..
 KV5568
 KV5568
 KV5568.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5568
 KV5568.The geoid height was determined by GEOID03.
 KV5568
 KV5568;                    North         East     Units Scale Factor Converg.
 KV5568;SPC NJ       -   153,949.722   127,695.827   MT  0.99990612   -0 10 09.2
 KV5568;SPC NJ       -   505,083.38    418,948.73   sFT  0.99990612   -0 10 09.2
 KV5568;SPC PA S     -   102,729.389   854,275.023   MT  0.99996758   +1 56 18.8
 KV5568;SPC PA S     -   337,038.00  2,802,733.97   sFT  0.99996758   +1 56 18.8
 KV5568;UTM  18      - 4,452,179.419   520,245.238   MT  0.99960505   +0 09 13.1
 KV5568
 KV5568                          SUPERSEDED SURVEY CONTROL
 KV5568
 KV5568  NAD 83(1986)-  40 13 11.24342(N)    074 45 43.41764(W) AD(       ) 4
 KV5568  NAD 27      -  40 13 10.85100(N)    074 45 44.83500(W) AD(       ) 3
 KV5568
 KV5568.Superseded values are not recommended for survey control.
 KV5568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5568.See file dsdata.txt to determine how the superseded data were derived.
 KV5568
 KV5568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2024552179(NAD 83)
 KV5568_MARKER: 63 = STACK
 KV5568
 KV5568  HISTORY     - Date     Condition        Report By
 KV5568  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5568  HISTORY     - 1947     GOOD             CGS
 KV5568
 KV5568                          STATION DESCRIPTION
 KV5568
 KV5568'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5568'ON TOP OF 9-STORY BUILDING AT SW CORNER OF MONTGOMERY AND
 KV5568'STATE STREETS.  BROAD STREET NATIONAL BANK OCCUPIES GROUND
 KV5568'FLOOR.
 KV5568'
 KV5568'STACK IS YELLOW BRICK AND PROJECTS ABOVE APPROXIMATE CENTER
 KV5568'OF ROOF ABOUT 50 FEET, MAKING IT ONE OF THE HIGHEST
 KV5568'POINTS IN THE CITY OF TRENTON.
 KV5568'
 KV5568'STACK IS ABOUT 6 FEET IN DIAMETER AT TOP.  CLEAN, ONE LIGHTNING
 KV5568'ROD.  BUILDING IS DRAB BRICK ABOVE SECOND FLOOR.  LARGE
 KV5568'FLASHING SIGN ON ROOF FACING N AND E--BROAD STREET BANK.
 KV5568
 KV5568                          STATION RECOVERY (1947)
 KV5568
 KV5568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5568'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5568'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7014 ***********************************************************************
 DG7014  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG7014  DESIGNATION -  TRENTON CORS ARP
 DG7014  CORS_ID     -  NJTR
 DG7014  PID         -  DG7014
 DG7014  STATE/COUNTY-  NJ/MERCER
 DG7014  USGS QUAD   -  PENNINGTON (1995)
 DG7014
 DG7014                         *CURRENT SURVEY CONTROL
 DG7014  ___________________________________________________________________
 DG7014* NAD 83(CORS)-  40 15 27.46275(N)    074 47 48.07235(W)     ADJUSTED  
 DG7014* NAVD 88     -                                                        
 DG7014  ___________________________________________________________________
 DG7014  EPOCH DATE  -        2002.00
 DG7014  X           -   1,278,261.270 (meters)                     COMP
 DG7014  Y           -  -4,703,708.027 (meters)                     COMP
 DG7014  Z           -   4,099,884.560 (meters)                     COMP
 DG7014  ELLIP HEIGHT-          41.29  (meters)          (09/??/04) GPS OBS
 DG7014  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 DG7014
 DG7014  HORZ ORDER  -  SPECIAL (CORS)
 DG7014  ELLP ORDER  -  SPECIAL (CORS)
 DG7014
 DG7014.ITRF positions are available for this station.
 DG7014.The coordinates were established by GPS observations
 DG7014.and adjusted by the National Geodetic Survey in September 2004..
 DG7014.The coordinates are valid at the epoch date displayed above.
 DG7014.The epoch date for horizontal control is a decimal equivalence
 DG7014.of Year/Month/Day.
 DG7014
 DG7014
 DG7014.The PID for the CORS L1 Phase Center is DG7015.
 DG7014
 DG7014.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG7014
 DG7014.The ellipsoidal height was determined by GPS observations
 DG7014.and is referenced to NAD 83.
 DG7014
 DG7014.The geoid height was determined by GEOID03.
 DG7014
 DG7014;                    North         East     Units Scale Factor Converg.
 DG7014;SPC NJ       -   158,160.101   124,762.748   MT  0.99990784   -0 11 30.2
 DG7014;SPC NJ       -   518,896.93    409,325.78   sFT  0.99990784   -0 11 30.2
 DG7014
 DG7014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7014!SPC NJ       -   0.99999352  x   0.99990784  =   0.99990136
 DG7014
 DG7014                          SUPERSEDED SURVEY CONTROL
 DG7014
 DG7014.No superseded survey control is available for this station.
 DG7014
 DG7014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1728956372(NAD 83)
 DG7014_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG7014
 DG7014                          STATION DESCRIPTION
 DG7014
 DG7014'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG7014'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG7014'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG7014'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG7014'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG7014'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7015 ***********************************************************************
 DG7015  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG7015  DESIGNATION -  TRENTON CORS L1 PHASE CENTER
 DG7015  CORS_ID     -  NJTR
 DG7015  PID         -  DG7015
 DG7015  STATE/COUNTY-  NJ/MERCER
 DG7015  USGS QUAD   -  PENNINGTON (1995)
 DG7015
 DG7015                         *CURRENT SURVEY CONTROL
 DG7015  ___________________________________________________________________
 DG7015* NAD 83(CORS)-  40 15 27.46283(N)    074 47 48.07230(W)     ADJUSTED  
 DG7015* NAVD 88     -                                                        
 DG7015  ___________________________________________________________________
 DG7015  EPOCH DATE  -        2002.00
 DG7015  X           -   1,278,261.293 (meters)                     COMP
 DG7015  Y           -  -4,703,708.106 (meters)                     COMP
 DG7015  Z           -   4,099,884.633 (meters)                     COMP
 DG7015  ELLIP HEIGHT-          41.40  (meters)          (09/??/04) GPS OBS
 DG7015  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 DG7015
 DG7015  HORZ ORDER  -  SPECIAL (CORS)
 DG7015  ELLP ORDER  -  SPECIAL (CORS)
 DG7015
 DG7015.ITRF positions are available for this station.
 DG7015.The coordinates were established by GPS observations
 DG7015.and adjusted by the National Geodetic Survey in September 2004..
 DG7015.The coordinates are valid at the epoch date displayed above.
 DG7015.The epoch date for horizontal control is a decimal equivalence
 DG7015.of Year/Month/Day.
 DG7015
 DG7015
 DG7015.The PID for the CORS ARP is DG7014.
 DG7015
 DG7015.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG7015
 DG7015.The ellipsoidal height was determined by GPS observations
 DG7015.and is referenced to NAD 83.
 DG7015
 DG7015.The geoid height was determined by GEOID03.
 DG7015
 DG7015;                    North         East     Units Scale Factor Converg.
 DG7015;SPC NJ       -   158,160.104   124,762.749   MT  0.99990784   -0 11 30.2
 DG7015;SPC NJ       -   518,896.94    409,325.79   sFT  0.99990784   -0 11 30.2
 DG7015
 DG7015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7015!SPC NJ       -   0.99999351  x   0.99990784  =   0.99990135
 DG7015
 DG7015                          SUPERSEDED SURVEY CONTROL
 DG7015
 DG7015.No superseded survey control is available for this station.
 DG7015
 DG7015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1728956372(NAD 83)
 DG7015_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG7015
 DG7015                          STATION DESCRIPTION
 DG7015
 DG7015'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG7015'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG7015'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG7015'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG7015'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG7015'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6804 ***********************************************************************
 KV6804  DESIGNATION -  TRENTON DEP ANTENNA
 KV6804  PID         -  KV6804
 KV6804  STATE/COUNTY-  NJ/MERCER
 KV6804  USGS QUAD   -  TRENTON WEST (1995)
 KV6804
 KV6804                         *CURRENT SURVEY CONTROL
 KV6804  ___________________________________________________________________
 KV6804* NAD 83(1996)-  40 13 14.01369(N)    074 45 24.63933(W)     ADJUSTED  
 KV6804* NAVD 88     -        50.9    (meters)     167.     (feet)  GPS OBS   
 KV6804  ___________________________________________________________________
 KV6804  X           -   1,282,226.196 (meters)                     COMP
 KV6804  Y           -  -4,705,366.080 (meters)                     COMP
 KV6804  Z           -   4,096,727.272 (meters)                     COMP
 KV6804  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 KV6804  ELLIP HEIGHT-          17.76  (meters)          (10/23/02) GPS OBS
 KV6804  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KV6804
 KV6804  HORZ ORDER  -  FIRST
 KV6804  ELLP ORDER  -  FOURTH    CLASS I
 KV6804
 KV6804.The horizontal coordinates were established by GPS observations
 KV6804.and adjusted by the National Geodetic Survey in May 1999..
 KV6804
 KV6804.The orthometric height was determined by GPS observations and a
 KV6804.high-resolution geoid model.
 KV6804
 KV6804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6804
 KV6804.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6804
 KV6804.The ellipsoidal height was determined by GPS observations
 KV6804.and is referenced to NAD 83.
 KV6804
 KV6804.The geoid height was determined by GEOID03.
 KV6804
 KV6804;                    North         East     Units Scale Factor Converg.
 KV6804;SPC NJ       -   154,033.793   128,139.982   MT  0.99990588   -0 09 57.1
 KV6804;SPC NJ       -   505,359.20    420,405.92   sFT  0.99990588   -0 09 57.1
 KV6804;SPC PA S     -   102,829.745   854,715.813   MT  0.99996752   +1 56 31.0
 KV6804;SPC PA S     -   337,367.26  2,804,180.13   sFT  0.99996752   +1 56 31.0
 KV6804;UTM  18      - 4,452,265.965   520,688.778   MT  0.99960527   +0 09 25.3
 KV6804
 KV6804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6804!SPC NJ       -   0.99999721  x   0.99990588  =   0.99990309
 KV6804!SPC PA S     -   0.99999721  x   0.99996752  =   0.99996473
 KV6804!UTM  18      -   0.99999721  x   0.99960527  =   0.99960249
 KV6804
 KV6804                          SUPERSEDED SURVEY CONTROL
 KV6804
 KV6804  ELLIP H (05/14/99)   17.77   (m)                       GP(       ) 4 1
 KV6804  NAD 83(1992)-  40 13 14.01343(N)    074 45 24.64176(W) AD(       ) 1
 KV6804
 KV6804.Superseded values are not recommended for survey control.
 KV6804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6804.See file dsdata.txt to determine how the superseded data were derived.
 KV6804
 KV6804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2068952266(NAD 83)
 KV6804_MARKER: B = BOLT
 KV6804_SETTING: 0 = UNSPECIFIED SETTING
 KV6804_MARK LOGO: NJDEP 
 KV6804_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6804+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KV6804
 KV6804  HISTORY     - Date     Condition        Report By
 KV6804  HISTORY     - 1992     MONUMENTED       NJDEP
 KV6804
 KV6804                          STATION DESCRIPTION
 KV6804
 KV6804'DESCRIBED BY NJ DEPT OF ENVIR PRO 1992
 KV6804'THE STATION IS LOCATED IN THE CITY OF TRENTON, ON THE ROOF OF NUMBER
 KV6804'401 EAST STATE STREET, A SEVEN STORY CONCRETE AND GLASS OFFICE
 KV6804'BUILDING FOR THE NEW JERSEY STATE DEPARTMENT OF ENVIRONMENTAL
 KV6804'PROTECTION AND ENERGY.  PERMISSION TO OCCUPY THE STATION CAN BE
 KV6804'OBTAINED FROM MR. LOUIS JACOBY, GEOGRAPHIC INFORMATION SYSTEMS
 KV6804'SPECIALIST, PHONE  609 633 1203.  TO REACH THE STATION FROM THE
 KV6804'ELEVATOR DOOR OPENING ONTO THE SEVENTH FLOOR, TURN RIGHT AND PASS
 KV6804'THROUGH A GLASS DOOR LEADING TO A LOBBY.  TURN LEFT AND GO ABOUT 7.0
 KV6804'M (23.0 FT) DOWN A HALLWAY TO A DOOR LEADING UP TO THE ROOF ON THE
 KV6804'LEFT.  TURN LEFT, PASS THROUGH THE DOOR AND GO UP TWO FLIGHTS OF
 KV6804'STAIRS TO ANOTHER DOOR LEADING TO THE ROOF.  PASS THROUGH THE DOOR
 KV6804'AND GO WEST FOR 2.5 M (8.2 FT) TO A PATIO BLOCK WALKWAY.  TURN RIGHT,
 KV6804'GO NORTH ON THE PATIO BLOCK WALKWAY FOR 3.5 M (11.5 FT) TO A RIGHT
 KV6804'ANGLE TURN IN THE WALKWAY.  TURN RIGHT AND GO EAST ON THE PATIO BLOCK
 KV6804'WALKWAY FOR 38.5 M (126.3 FT) PASSING BETWEEN TWO LARGE AIR
 KV6804'CONDITIONING DUCTS, TO THE NORTHEAST CORNER OF A CONCRETE PENTHOUSE
 KV6804'FOR SEVERAL AIR CONDITIONING VENTILATORS.  TURN RIGHT AND GO SOUTH
 KV6804'FOR ABOUT 10 M (32.8 FT) TO THE STATION AHEAD, SET ABOUT 25 FT
 KV6804'(7.6 M) ABOVE THE LEVEL OF THE ROOF, ON THE TOP FLANGE OF A
 KV6804'GALVANIZED STEEL BEAM AT THE SOUTHEAST CORNER OF THE PENTHOUSE.  THE
 KV6804'STATION IS 3.6 M (11.8 FT) SOUTH FROM THE CENTER OF A DOOR OPENING ON
 KV6804'THE EAST SIDE OF THE CONCRETE PENTHOUSE, 4.6 M (15.1 FT) WEST FROM A
 KV6804'GALVANIZED VERTICAL STEEL COLUMN SUPPORTING THE STEEL BEAM TO WHICH
 KV6804'THE STATION IS ATTACHED TO, 9.8 M (32.2 FT) SOUTHWEST FROM ANOTHER
 KV6804'VERTICAL STEEL COLUMN IN LINE WITH THE NORTH FACE OF THE CONCRETE
 KV6804'PENTHOUSE, 14.6 M (47.9 FT) SOUTHWEST FROM THE OUTSIDE CONCRETE WALL
 KV6804'AT THE SOUTHWEST CORNER OF THE PENTHOUSE AND 17.3 M (56.8 FT)
 KV6804'SOUTHEAST FROM THE OUTSIDE CONCRETE WALL AT THE NORTHWEST CORNER OF
 KV6804'THE PENTHOUSE.  THE STATION IS THE TOP OF A THREADED BOLT ATTACHED TO
 KV6804'A STEEL METAL BRACE ON THE TOP FLANGE OF A STEEL BEAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5560 ***********************************************************************
 KV5560  DESIGNATION -  TRENTON HILLS REFRIG CO STACK
 KV5560  PID         -  KV5560
 KV5560  STATE/COUNTY-  NJ/MERCER
 KV5560  USGS QUAD   -  TRENTON WEST (1995)
 KV5560
 KV5560                         *CURRENT SURVEY CONTROL
 KV5560  ___________________________________________________________________
 KV5560* NAD 83(1996)-  40 13 58.85622(N)    074 46 05.97596(W)     ADJUSTED  
 KV5560* NAVD 88     -                                                        
 KV5560  ___________________________________________________________________
 KV5560  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 KV5560  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KV5560
 KV5560  HORZ ORDER  -  THIRD
 KV5560
 KV5560.The horizontal coordinates were established by classical geodetic methods
 KV5560.and adjusted by the National Geodetic Survey in September 1999..
 KV5560
 KV5560
 KV5560.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5560
 KV5560.The geoid height was determined by GEOID03.
 KV5560
 KV5560;                    North         East     Units Scale Factor Converg.
 KV5560;SPC NJ       -   155,419.680   127,166.896   MT  0.99990642   -0 10 23.9
 KV5560;SPC NJ       -   509,906.07    417,213.39   sFT  0.99990642   -0 10 23.9
 KV5560;SPC PA S     -   104,178.987   853,692.351   MT  0.99996668   +1 56 04.2
 KV5560;SPC PA S     -   341,793.89  2,800,822.32   sFT  0.99996668   +1 56 04.2
 KV5560;UTM  18      - 4,453,645.930   519,708.193   MT  0.99960478   +0 08 58.7
 KV5560
 KV5560                          SUPERSEDED SURVEY CONTROL
 KV5560
 KV5560  NAD 83(1986)-  40 13 58.85371(N)    074 46 05.97819(W) AD(       ) 4
 KV5560  NAD 27      -  40 13 58.46600(N)    074 46 07.39300(W) AD(       ) 3
 KV5560
 KV5560.Superseded values are not recommended for survey control.
 KV5560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5560.See file dsdata.txt to determine how the superseded data were derived.
 KV5560
 KV5560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1970853646(NAD 83)
 KV5560_MARKER: 63 = STACK
 KV5560
 KV5560  HISTORY     - Date     Condition        Report By
 KV5560  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5560  HISTORY     - 1947     GOOD             CGS
 KV5560
 KV5560                          STATION DESCRIPTION
 KV5560
 KV5560'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5560'AT HILLS REFRIGERATION COMPANY PLANT AT SW CORNER OF INTERSECTION
 KV5560'OF WAYNE AND ROOSEVELT STREETS.  ABOUT 200 FEET W OF SQUAT
 KV5560'TANK.  STACK IS ABOUT 125 FEET HIGH, MADE OF RED
 KV5560'BRICK AND DIRTY AT TOP.  ABOUT 8 FEET IN DIAMETER AT TOP.  HILLS
 KV5560'PAINTED ON S SIDE.
 KV5560
 KV5560                          STATION RECOVERY (1947)
 KV5560
 KV5560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5560'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5560'ADEQUATE WITH THE FOLLOWING CHANGE--
 KV5560'
 KV5560'CHANGE PAINTED ON S SIDE TO LETTERED ON S SIDE IN WHITE TILE
 KV5560'BRICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5562 ***********************************************************************
 KV5562  DESIGNATION -  TRENTON HILLS REFRIG CO TANK
 KV5562  PID         -  KV5562
 KV5562  STATE/COUNTY-  NJ/MERCER
 KV5562  USGS QUAD   -  TRENTON WEST (1995)
 KV5562
 KV5562                         *CURRENT SURVEY CONTROL
 KV5562  ___________________________________________________________________
 KV5562* NAD 83(1996)-  40 13 57.08508(N)    074 46 02.86491(W)     ADJUSTED  
 KV5562* NAVD 88     -                                                        
 KV5562  ___________________________________________________________________
 KV5562  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 KV5562  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KV5562
 KV5562  HORZ ORDER  -  THIRD
 KV5562
 KV5562.The horizontal coordinates were established by classical geodetic methods
 KV5562.and adjusted by the National Geodetic Survey in September 1999..
 KV5562
 KV5562
 KV5562.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5562
 KV5562.The geoid height was determined by GEOID03.
 KV5562
 KV5562;                    North         East     Units Scale Factor Converg.
 KV5562;SPC NJ       -   155,364.834   127,240.269   MT  0.99990637   -0 10 21.9
 KV5562;SPC NJ       -   509,726.13    417,454.12   sFT  0.99990637   -0 10 21.9
 KV5562;SPC PA S     -   104,126.873   853,767.695   MT  0.99996671   +1 56 06.2
 KV5562;SPC PA S     -   341,622.92  2,801,069.51   sFT  0.99996671   +1 56 06.2
 KV5562;UTM  18      - 4,453,591.515   519,781.851   MT  0.99960482   +0 09 00.7
 KV5562
 KV5562                          SUPERSEDED SURVEY CONTROL
 KV5562
 KV5562  NAD 83(1986)-  40 13 57.08260(N)    074 46 02.86712(W) AD(       ) 4
 KV5562  NAD 27      -  40 13 56.69400(N)    074 46 04.28100(W) AD(       ) 3
 KV5562
 KV5562.Superseded values are not recommended for survey control.
 KV5562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5562.See file dsdata.txt to determine how the superseded data were derived.
 KV5562
 KV5562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1978253592(NAD 83)
 KV5562_MARKER: 51 = TANK
 KV5562
 KV5562  HISTORY     - Date     Condition        Report By
 KV5562  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5562  HISTORY     - 1947     GOOD             CGS
 KV5562
 KV5562                          STATION DESCRIPTION
 KV5562
 KV5562'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5562'ABOUT 200 FEET SW FROM INTERSECTION OF WAYNE AND ROOSEVELT
 KV5562'STREETS IN TRENTON.
 KV5562'
 KV5562'HILLS ON BOTH SIDES IN LARGE WHITE LETTERS.  TANK AND
 KV5562'STRUCTURE PAINTED BLACK.
 KV5562'
 KV5562'APPROXIMATELY 120 FEET HIGH TO FINIAL.  LOCATED ON E SIDE OF
 KV5562'A GROUP OF FACTORY BUILDINGS WHICH ARE LOW AND BUILT OF RED BRICK.
 KV5562'
 KV5562'RAILWAY SIDING CURVES AROUND N AND E SIDES OF PLANT.  PLANT
 KV5562'FRONTS ON PENNINGTON AVENUE.  IT IS AN ICE-BOX MANUFACTURING PLANT.
 KV5562
 KV5562                          STATION RECOVERY (1947)
 KV5562
 KV5562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5562'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5562'ADEQUATE WITH THE FOLLOWING CHANGES--
 KV5562'
 KV5562'1.  DELETE SECOND PARAGRAPH HILLS ON-PAINTED BLACK.
 KV5562'
 KV5562'2.  ADD TANK IS PAINTED AN ARMY-DRAB COLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5535 ***********************************************************************
 KV5535  DESIGNATION -  TRENTON JL MOTT POTTERY STACK
 KV5535  PID         -  KV5535
 KV5535  STATE/COUNTY-  NJ/MERCER
 KV5535  USGS QUAD   -  TRENTON WEST (1995)
 KV5535
 KV5535                         *CURRENT SURVEY CONTROL
 KV5535  ___________________________________________________________________
 KV5535* NAD 83(1996)-  40 12 00.95168(N)    074 45 07.05954(W)     ADJUSTED  
 KV5535* NAVD 88     -                                                        
 KV5535  ___________________________________________________________________
 KV5535  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 KV5535  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV5535
 KV5535  HORZ ORDER  -  THIRD
 KV5535
 KV5535.The horizontal coordinates were established by classical geodetic methods
 KV5535.and adjusted by the National Geodetic Survey in September 1999..
 KV5535
 KV5535
 KV5535.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5535
 KV5535.The geoid height was determined by GEOID03.
 KV5535
 KV5535;                    North         East     Units Scale Factor Converg.
 KV5535;SPC NJ       -   151,779.293   128,549.200   MT  0.99990566   -0 09 45.5
 KV5535;SPC NJ       -   497,962.56    421,748.50   sFT  0.99990566   -0 09 45.5
 KV5535;SPC PA S     -   100,591.681   855,207.704   MT  0.99996900   +1 56 42.4
 KV5535;SPC PA S     -   330,024.54  2,805,793.94   sFT  0.99996900   +1 56 42.4
 KV5535;UTM  18      - 4,450,014.483   521,110.565   MT  0.99960549   +0 09 36.4
 KV5535
 KV5535                          SUPERSEDED SURVEY CONTROL
 KV5535
 KV5535  NAD 83(1986)-  40 12 00.94958(N)    074 45 07.06134(W) AD(       ) 4
 KV5535  NAD 27      -  40 12 00.55600(N)    074 45 08.47900(W) AD(       ) 3
 KV5535
 KV5535.Superseded values are not recommended for survey control.
 KV5535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5535.See file dsdata.txt to determine how the superseded data were derived.
 KV5535
 KV5535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2111150014(NAD 83)
 KV5535_MARKER: 63 = STACK
 KV5535
 KV5535  HISTORY     - Date     Condition        Report By
 KV5535  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5535  HISTORY     - 1947     GOOD             CGS
 KV5535
 KV5535                          STATION DESCRIPTION
 KV5535
 KV5535'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5535'ALONG RAILROAD ABOUT 300 FEET N OF LAYLOR STREET.  RAILROAD,
 KV5535'AND CANAL PARALLEL MOTTS PLANT.  STACK IS ABOUT 100 FEET E OF E
 KV5535'PROPERTY LINE.  DAVIES STREET CENTERED IN LARGE GROUP OF MOTTS
 KV5535'POTTERY BUILDINGS, NONDESCRIPT RED BRICK BUILDINGS.
 KV5535'
 KV5535'STACK IS YELLOW TILE, ABOUT 100 FEET HIGH WITH BLACK INSET
 KV5535'WORK AT TOP, ONE LIGHTNING ROD.  STACK IS CLEAN.
 KV5535'
 KV5535'ANOTHER MOTTS STACK AND WATER TANK LIES ABOUT 300 FEET NE OF
 KV5535'THIS STACK.  STACK IS SIMILAR TO THIS ONE AND IS ACROSS CANAL.
 KV5535'
 KV5535'THE ABOVE-MENTIONED PLANT HAS BEEN IDLE FOR TWO YEARS.
 KV5535
 KV5535                          STATION RECOVERY (1947)
 KV5535
 KV5535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5535'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5535'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5543 ***********************************************************************
 KV5543  DESIGNATION -  TRENTON JL MOTT POTTERY TANK
 KV5543  PID         -  KV5543
 KV5543  STATE/COUNTY-  NJ/MERCER
 KV5543  USGS QUAD   -  TRENTON WEST (1995)
 KV5543
 KV5543                         *CURRENT SURVEY CONTROL
 KV5543  ___________________________________________________________________
 KV5543* NAD 83(1996)-  40 12 05.45038(N)    074 45 17.04554(W)     ADJUSTED  
 KV5543* NAVD 88     -                                                        
 KV5543  ___________________________________________________________________
 KV5543  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 KV5543  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KV5543
 KV5543  HORZ ORDER  -  THIRD
 KV5543
 KV5543.The horizontal coordinates were established by classical geodetic methods
 KV5543.and adjusted by the National Geodetic Survey in September 1999..
 KV5543
 KV5543
 KV5543.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5543
 KV5543.The geoid height was determined by GEOID03.
 KV5543
 KV5543;                    North         East     Units Scale Factor Converg.
 KV5543;SPC NJ       -   151,918.711   128,313.442   MT  0.99990579   -0 09 51.9
 KV5543;SPC NJ       -   498,419.97    420,975.02   sFT  0.99990579   -0 09 51.9
 KV5543;SPC PA S     -   100,722.343   854,966.962   MT  0.99996891   +1 56 35.9
 KV5543;SPC PA S     -   330,453.22  2,805,004.11   sFT  0.99996891   +1 56 35.9
 KV5543;UTM  18      - 4,450,152.530   520,874.097   MT  0.99960536   +0 09 29.9
 KV5543
 KV5543                          SUPERSEDED SURVEY CONTROL
 KV5543
 KV5543  NAD 83(1986)-  40 12 05.44903(N)    074 45 17.04644(W) AD(       ) 4
 KV5543  NAD 27      -  40 12 05.05400(N)    074 45 18.46500(W) AD(       ) 3
 KV5543
 KV5543.Superseded values are not recommended for survey control.
 KV5543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5543.See file dsdata.txt to determine how the superseded data were derived.
 KV5543
 KV5543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2087450153(NAD 83)
 KV5543_MARKER: 51 = TANK
 KV5543
 KV5543  HISTORY     - Date     Condition        Report By
 KV5543  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5543  HISTORY     - 1947     GOOD             CGS
 KV5543
 KV5543                          STATION DESCRIPTION
 KV5543
 KV5543'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5543'AT INTERSECTION OF DAVIES AND THIRD STREETS, SQUAT BLACK TANK
 KV5543'ABOUT 90 FEET TO FINIAL.  PAINTED BLACK ALL OVER.  TANK SETS
 KV5543'RIGHT AT JOG IN STREET AT NE CORNER.  NO LETTERING ON
 KV5543'TANK.  SCAMMELL CHINA PLANT WITH NUMEROUS SMALL BRICK STACKS
 KV5543'JOIN ON N.
 KV5543
 KV5543                          STATION RECOVERY (1947)
 KV5543
 KV5543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5543'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5543'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES--
 KV5543'
 KV5543'1.  CHANGE BLACK TO SILVER.
 KV5543'
 KV5543'2.  CHANGE DAVIES STREET TO STOKELY AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5542 ***********************************************************************
 KV5542  DESIGNATION -  TRENTON NJ STATE PRISON STACK
 KV5542  PID         -  KV5542
 KV5542  STATE/COUNTY-  NJ/MERCER
 KV5542  USGS QUAD   -  TRENTON WEST (1995)
 KV5542
 KV5542                         *CURRENT SURVEY CONTROL
 KV5542  ___________________________________________________________________
 KV5542* NAD 83(1996)-  40 12 22.71525(N)    074 45 19.02027(W)     ADJUSTED  
 KV5542* NAVD 88     -                                                        
 KV5542  ___________________________________________________________________
 KV5542  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 KV5542  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KV5542
 KV5542  HORZ ORDER  -  THIRD
 KV5542
 KV5542.The horizontal coordinates were established by classical geodetic methods
 KV5542.and adjusted by the National Geodetic Survey in September 1999..
 KV5542
 KV5542
 KV5542.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5542
 KV5542.The geoid height was determined by GEOID03.
 KV5542
 KV5542;                    North         East     Units Scale Factor Converg.
 KV5542;SPC NJ       -   152,451.311   128,268.275   MT  0.99990581   -0 09 53.3
 KV5542;SPC NJ       -   500,167.34    420,826.83   sFT  0.99990581   -0 09 53.3
 KV5542;SPC PA S     -   101,252.955   854,902.233   MT  0.99996855   +1 56 34.6
 KV5542;SPC PA S     -   332,194.07  2,804,791.74   sFT  0.99996855   +1 56 34.6
 KV5542;UTM  18      - 4,450,684.707   520,825.944   MT  0.99960534   +0 09 28.7
 KV5542
 KV5542                          SUPERSEDED SURVEY CONTROL
 KV5542
 KV5542  NAD 83(1986)-  40 12 22.71394(N)    074 45 19.02266(W) AD(       ) 4
 KV5542  NAD 27      -  40 12 22.32000(N)    074 45 20.44000(W) AD(       ) 3
 KV5542
 KV5542.Superseded values are not recommended for survey control.
 KV5542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5542.See file dsdata.txt to determine how the superseded data were derived.
 KV5542
 KV5542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2082650685(NAD 83)
 KV5542_MARKER: 63 = STACK
 KV5542
 KV5542  HISTORY     - Date     Condition        Report By
 KV5542  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5542  HISTORY     - 1947     GOOD             CGS
 KV5542
 KV5542                          STATION DESCRIPTION
 KV5542
 KV5542'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5542'AT NE CORNER OF THIRD AND CASS STREETS, ABOUT 100 FEET FROM
 KV5542'EACH STREET.  STATE PRISON OCCUPIES SOLID BLOCK W OF STACK.
 KV5542'
 KV5542'STACK IS BEHIND AND NE OF POWER PLANT, A NEW WHITE STUCCO
 KV5542'BUILDING TRIMMED IN RED BRICK.  STACK IS NEW, YELLOW TILE, 140
 KV5542'FEET HIGH, CORBELLED AT TOP.  FOUR LIGHTNING RODS SURMOUNT
 KV5542'IT.  CLEAN ON TOP.  STANDS OUT AT LONG DISTANCES.  ABOUT 8 FEET
 KV5542'IN DIAMETER AT TOP.
 KV5542
 KV5542                          STATION RECOVERY (1947)
 KV5542
 KV5542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5542'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5542'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5519 ***********************************************************************
 KV5519  DESIGNATION -  TRENTON OLD PRR CAR SHOPS STK
 KV5519  PID         -  KV5519
 KV5519  STATE/COUNTY-  NJ/MERCER
 KV5519  USGS QUAD   -  TRENTON EAST (1981)
 KV5519
 KV5519                         *CURRENT SURVEY CONTROL
 KV5519  ___________________________________________________________________
 KV5519* NAD 83(1996)-  40 14 44.52608(N)    074 43 22.52815(W)     ADJUSTED  
 KV5519* NAVD 88     -                                                        
 KV5519  ___________________________________________________________________
 KV5519  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 KV5519  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KV5519
 KV5519  HORZ ORDER  -  THIRD
 KV5519
 KV5519.The horizontal coordinates were established by classical geodetic methods
 KV5519.and adjusted by the National Geodetic Survey in September 1999..
 KV5519
 KV5519
 KV5519.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5519
 KV5519.The geoid height was determined by GEOID03.
 KV5519
 KV5519;                    North         East     Units Scale Factor Converg.
 KV5519;SPC NJ       -   156,817.495   131,033.912   MT  0.99990443   -0 08 38.5
 KV5519;SPC NJ       -   514,492.06    429,900.43   sFT  0.99990443   -0 08 38.5
 KV5519;SPC PA S     -   105,718.183   857,505.568   MT  0.99996587   +1 57 50.2
 KV5519;SPC PA S     -   346,843.74  2,813,332.85   sFT  0.99996587   +1 57 50.2
 KV5519;UTM  18      - 4,455,065.097   523,566.111   MT  0.99960684   +0 10 44.4
 KV5519
 KV5519                          SUPERSEDED SURVEY CONTROL
 KV5519
 KV5519  NAD 83(1986)-  40 14 44.52411(N)    074 43 22.52977(W) AD(       ) 4
 KV5519  NAD 27      -  40 14 44.12700(N)    074 43 23.97200(W) AD(       ) 3
 KV5519
 KV5519.Superseded values are not recommended for survey control.
 KV5519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5519.See file dsdata.txt to determine how the superseded data were derived.
 KV5519
 KV5519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2356655065(NAD 83)
 KV5519_MARKER: 63 = STACK
 KV5519
 KV5519  HISTORY     - Date     Condition        Report By
 KV5519  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5519
 KV5519                          STATION DESCRIPTION
 KV5519
 KV5519'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5519'IMMEDIATELY W OF THE PENNSYLVANIA RAILROAD MAIN LINE TRACKS IN
 KV5519'NE SIDE OF TOWN APPROXIMATELY 800 FEET W OF E STATE STREET.
 KV5519'
 KV5519'STACK IS IN CENTER OF OLD PENNSYLVANIA RAILROAD ABANDONED
 KV5519'SHOPS.  IT IS CONSTRUCTED OF STEEL, PAINTED BLACK, ABOUT 5 FEET
 KV5519'IN DIAMETER, AND HAS NO BATTER.
 KV5519'
 KV5519'HEIGHT ABOUT 160 FEET.
 KV5519'
 KV5519'THERE IS A WATER TANK ABOUT 80 FEET HIGH IMMEDIATELY W OF STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5538 ***********************************************************************
 KV5538  DESIGNATION -  TRENTON PEOPLES BREWERY STACK
 KV5538  PID         -  KV5538
 KV5538  STATE/COUNTY-  NJ/MERCER
 KV5538  USGS QUAD   -  TRENTON WEST (1995)
 KV5538
 KV5538                         *CURRENT SURVEY CONTROL
 KV5538  ___________________________________________________________________
 KV5538* NAD 83(1996)-  40 11 52.49442(N)    074 45 27.98326(W)     ADJUSTED  
 KV5538* NAVD 88     -                                                        
 KV5538  ___________________________________________________________________
 KV5538  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 KV5538  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KV5538
 KV5538  HORZ ORDER  -  THIRD
 KV5538
 KV5538.The horizontal coordinates were established by classical geodetic methods
 KV5538.and adjusted by the National Geodetic Survey in September 1999..
 KV5538
 KV5538
 KV5538.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5538
 KV5538.The geoid height was determined by GEOID03.
 KV5538
 KV5538;                    North         East     Units Scale Factor Converg.
 KV5538;SPC NJ       -   151,519.883   128,053.623   MT  0.99990593   -0 09 59.0
 KV5538;SPC NJ       -   497,111.48    420,122.59   sFT  0.99990593   -0 09 59.0
 KV5538;SPC PA S     -   100,314.203   854,721.972   MT  0.99996918   +1 56 28.8
 KV5538;SPC PA S     -   329,114.18  2,804,200.34   sFT  0.99996918   +1 56 28.8
 KV5538;UTM  18      - 4,449,752.365   520,616.606   MT  0.99960523   +0 09 22.8
 KV5538
 KV5538                          SUPERSEDED SURVEY CONTROL
 KV5538
 KV5538  NAD 83(1986)-  40 11 52.49242(N)    074 45 27.98502(W) AD(       ) 4
 KV5538  NAD 27      -  40 11 52.10000(N)    074 45 29.40000(W) AD(       ) 3
 KV5538
 KV5538.Superseded values are not recommended for survey control.
 KV5538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5538.See file dsdata.txt to determine how the superseded data were derived.
 KV5538
 KV5538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2061749752(NAD 83)
 KV5538_MARKER: 63 = STACK
 KV5538
 KV5538  HISTORY     - Date     Condition        Report By
 KV5538  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5538  HISTORY     - 1947     GOOD             CGS
 KV5538
 KV5538                          STATION DESCRIPTION
 KV5538
 KV5538'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5538'ON E SIDE OF DELAWARE RIVER ABOUT 1/2 MILE S OF PENNSYLVANIA
 KV5538'RAILROAD BRIDGE OVER RIVER.
 KV5538'
 KV5538'BREWERY IS VERY OLD STRUCTURE OF RED BRICK.  TYPICAL BREWERY
 KV5538'STRUCTURE, HIGH WITH SEVERAL MONITORS, VENTILATORS AND
 KV5538'CUPOLAS.  THERE ARE TWO BUILDINGS, A MACADAM HIGHWAY SEPARATING
 KV5538'THEM.
 KV5538'
 KV5538'STACK IS ON W BUILDING ADJACENT TO HIGHWAY.  IT IS SQUARE IN
 KV5538'SECTION, ABOUT 12 FEET AT BASE AND 8 FEET AT TOP.  PRONOUNCED
 KV5538'CORBEL AT TOP.  ONE LIGHTNING ROD.  STACK VERY DIRTY.  IN W AND E
 KV5538'SIDES ARE PATCHED CRACKS EXTENDING FROM TOP TO BOTTOM.  ABOUT 100
 KV5538'FEET HIGH.
 KV5538
 KV5538                          STATION RECOVERY (1947)
 KV5538
 KV5538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5538'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5538'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5545 ***********************************************************************
 KV5545  DESIGNATION -  TRENTON R BUCKTHORN PLANT STK
 KV5545  PID         -  KV5545
 KV5545  STATE/COUNTY-  NJ/MERCER
 KV5545  USGS QUAD   -  TRENTON WEST (1995)
 KV5545
 KV5545                         *CURRENT SURVEY CONTROL
 KV5545  ___________________________________________________________________
 KV5545* NAD 83(1996)-  40 12 10.64491(N)    074 45 12.22000(W)     ADJUSTED  
 KV5545* NAVD 88     -                                                        
 KV5545  ___________________________________________________________________
 KV5545  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 KV5545  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KV5545
 KV5545  HORZ ORDER  -  THIRD
 KV5545
 KV5545.The horizontal coordinates were established by classical geodetic methods
 KV5545.and adjusted by the National Geodetic Survey in September 1999..
 KV5545
 KV5545
 KV5545.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5545
 KV5545.The geoid height was determined by GEOID03.
 KV5545
 KV5545;                    North         East     Units Scale Factor Converg.
 KV5545;SPC NJ       -   152,078.589   128,428.015   MT  0.99990573   -0 09 48.8
 KV5545;SPC NJ       -   498,944.50    421,350.91   sFT  0.99990573   -0 09 48.8
 KV5545;SPC PA S     -   100,886.337   855,075.585   MT  0.99996880   +1 56 39.0
 KV5545;SPC PA S     -   330,991.26  2,805,360.48   sFT  0.99996880   +1 56 39.0
 KV5545;UTM  18      - 4,450,313.002   520,987.733   MT  0.99960542   +0 09 33.1
 KV5545
 KV5545                          SUPERSEDED SURVEY CONTROL
 KV5545
 KV5545  NAD 83(1986)-  40 12 10.64381(N)    074 45 12.22122(W) AD(       ) 4
 KV5545  NAD 27      -  40 12 10.25000(N)    074 45 13.63900(W) AD(       ) 3
 KV5545
 KV5545.Superseded values are not recommended for survey control.
 KV5545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5545.See file dsdata.txt to determine how the superseded data were derived.
 KV5545
 KV5545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2098850313(NAD 83)
 KV5545_MARKER: 63 = STACK
 KV5545
 KV5545  HISTORY     - Date     Condition        Report By
 KV5545  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5545
 KV5545                          STATION DESCRIPTION
 KV5545
 KV5545'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5545'ALONG RAILROAD ADJOINING CANAL.  PLANT FRONTS ON JERSEY
 KV5545'STREET, LARGE PLANT WHICH COVERS SEVERAL BLOCKS.  STACK IS ABOUT
 KV5545'IN LINE WITH TREMONT STREET TO N.
 KV5545'
 KV5545'STACK IS BUILT OF RED BRICK, ABOUT 200 FEET HIGH, 10 FEET IN
 KV5545'DIAMETER AT TOP.  FOUR LIGHTNING RODS.  STACK IS VERY DIRTY.
 KV5545'
 KV5545'ROEBLING HAS ANOTHER STACK ALMOST IDENTICAL WITH THIS ABOUT 1/2
 KV5545'MILE N ALONG THE RAILROAD.
 KV5545'
 KV5545'PLANT IS LOCATED IN E SIDE OF TRENTON, IN LARGE INDUSTRIAL AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5521 ***********************************************************************
 KV5521  DESIGNATION -  TRENTON SENIOR HIGH SCH SPIRE
 KV5521  PID         -  KV5521
 KV5521  STATE/COUNTY-  NJ/MERCER
 KV5521  USGS QUAD   -  TRENTON EAST (1981)
 KV5521
 KV5521                         *CURRENT SURVEY CONTROL
 KV5521  ___________________________________________________________________
 KV5521* NAD 83(1996)-  40 13 07.44749(N)    074 44 36.08547(W)     ADJUSTED  
 KV5521* NAVD 88     -                                                        
 KV5521  ___________________________________________________________________
 KV5521  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 KV5521  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KV5521
 KV5521  HORZ ORDER  -  THIRD
 KV5521
 KV5521.The horizontal coordinates were established by classical geodetic methods
 KV5521.and adjusted by the National Geodetic Survey in September 1999..
 KV5521
 KV5521
 KV5521.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5521
 KV5521.The geoid height was determined by GEOID03.
 KV5521
 KV5521;                    North         East     Units Scale Factor Converg.
 KV5521;SPC NJ       -   153,828.049   129,287.322   MT  0.99990528   -0 09 25.7
 KV5521;SPC NJ       -   504,684.19    424,170.16   sFT  0.99990528   -0 09 25.7
 KV5521;SPC PA S     -   102,666.329   855,870.015   MT  0.99996765   +1 57 02.5
 KV5521;SPC PA S     -   336,831.11  2,807,966.87   sFT  0.99996765   +1 57 02.5
 KV5521;UTM  18      - 4,452,066.749   521,836.915   MT  0.99960587   +0 09 56.6
 KV5521
 KV5521                          SUPERSEDED SURVEY CONTROL
 KV5521
 KV5521  NAD 83(1986)-  40 13 07.44560(N)    074 44 36.08664(W) AD(       ) 4
 KV5521  NAD 27      -  40 13 07.05400(N)    074 44 37.50600(W) AD(       ) 3
 KV5521
 KV5521.Superseded values are not recommended for survey control.
 KV5521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5521.See file dsdata.txt to determine how the superseded data were derived.
 KV5521
 KV5521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2183752067(NAD 83)
 KV5521_MARKER: 86 = CUPOLA
 KV5521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5521+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 KV5521
 KV5521  HISTORY     - Date     Condition        Report By
 KV5521  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5521  HISTORY     - 1947     GOOD             CGS
 KV5521  HISTORY     - 20051106 GOOD             USPSQD
 KV5521
 KV5521                          STATION DESCRIPTION
 KV5521
 KV5521'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5521'ON N SIDE OF CHAMBERS STREET AT TYLER STREET IN TRENTON.  SCHOOL
 KV5521'OCCUPIES ABOUT 8 SQUARE BLOCKS.  CUPOLA IS ON CENTRAL BUILDING,
 KV5521'THE HIGHEST POINT.  BUILDINGS ARE NEW, RED BRICK, WHITE TRIMMED,
 KV5521'SLATE ROOFED.  CENTER BUILDING RISES TO A BALCONY ON ROOF,
 KV5521'CARRIES A CLOCK TOWER, THEN A GLASSED-IN ROOM, A (BLACK) CUPOLA
 KV5521'MOUNTED BY A WEATHER VANE, ARROW AND CARDINAL POINTS.
 KV5521'
 KV5521'CUPOLA IS ABOUT 100 FEET ABOVE STREET LEVEL, AND ABOUT 100 FEET
 KV5521'N OF N PROPERTY LINE ON CHAMBERS STREET.
 KV5521
 KV5521                          STATION RECOVERY (1947)
 KV5521
 KV5521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5521'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION
 KV5521'IS ADEQUATE.
 KV5521
 KV5521                          STATION RECOVERY (2005)
 KV5521
 KV5521'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJM)
 KV5521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5569 ***********************************************************************
 KV5569  DESIGNATION -  TRENTON ST JOHNS CH N SPIRE
 KV5569  PID         -  KV5569
 KV5569  STATE/COUNTY-  NJ/MERCER
 KV5569  USGS QUAD   -  TRENTON WEST (1995)
 KV5569
 KV5569                         *CURRENT SURVEY CONTROL
 KV5569  ___________________________________________________________________
 KV5569* NAD 83(1996)-  40 12 51.97127(N)    074 45 39.83505(W)     ADJUSTED  
 KV5569* NAVD 88     -                                                        
 KV5569  ___________________________________________________________________
 KV5569  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 KV5569  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KV5569
 KV5569  HORZ ORDER  -  THIRD
 KV5569
 KV5569.The horizontal coordinates were established by classical geodetic methods
 KV5569.and adjusted by the National Geodetic Survey in September 1999..
 KV5569
 KV5569
 KV5569.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5569
 KV5569.The geoid height was determined by GEOID03.
 KV5569
 KV5569;                    North         East     Units Scale Factor Converg.
 KV5569;SPC NJ       -   153,355.029   127,778.729   MT  0.99990608   -0 10 06.8
 KV5569;SPC NJ       -   503,132.29    419,220.71   sFT  0.99990608   -0 10 06.8
 KV5569;SPC PA S     -   102,138.111   854,379.748   MT  0.99996796   +1 56 21.1
 KV5569;SPC PA S     -   335,098.12  2,803,077.56   sFT  0.99996796   +1 56 21.1
 KV5569;UTM  18      - 4,451,585.382   520,331.463   MT  0.99960509   +0 09 15.4
 KV5569
 KV5569                          SUPERSEDED SURVEY CONTROL
 KV5569
 KV5569  NAD 83(1986)-  40 12 51.96885(N)    074 45 39.83794(W) AD(       ) 4
 KV5569  NAD 27      -  40 12 51.57600(N)    074 45 41.25600(W) AD(       ) 3
 KV5569
 KV5569.Superseded values are not recommended for survey control.
 KV5569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5569.See file dsdata.txt to determine how the superseded data were derived.
 KV5569
 KV5569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2033151585(NAD 83)
 KV5569_MARKER: 90 = CHURCH SPIRE
 KV5569
 KV5569  HISTORY     - Date     Condition        Report By
 KV5569  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5569  HISTORY     - 1947     GOOD             CGS
 KV5569
 KV5569                          STATION DESCRIPTION
 KV5569
 KV5569'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5569'AT OBTUSE ANGLE INTERSECTION OF CENTER AND BROAD
 KV5569'STREETS.  GREENWOOD STREET ENTERS FROM N ABOUT 100 FEET E (ON
 KV5569'W SIDE OF BROAD).
 KV5569'
 KV5569'CHURCH IS STONE MASONRY WITH TWO TOWERS AT FRONT CORNERS.  SETS
 KV5569'BACK ABOUT 40 FEET FROM S PROPERTY LINE FRONTING BROAD
 KV5569'STREET.
 KV5569'
 KV5569'TOWERS MOUNT SHEET METAL BELFRYS, PAINTED BROWN.  CUPOLAS ON
 KV5569'TOP OF BELFRYS CARRY PLAIN BROWN CROSSES.  CHURCH FRONTS N.
 KV5569'
 KV5569'HEIGHT ABOUT 80 FEET FROM STREET LEVEL TO CROSSES.
 KV5569
 KV5569                          STATION RECOVERY (1947)
 KV5569
 KV5569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5569'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5569'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5556 ***********************************************************************
 KV5556  DESIGNATION -  TRENTON STATE CAPITOL DOME
 KV5556  PID         -  KV5556
 KV5556  STATE/COUNTY-  NJ/MERCER
 KV5556  USGS QUAD   -  TRENTON WEST (1995)
 KV5556
 KV5556                         *CURRENT SURVEY CONTROL
 KV5556  ___________________________________________________________________
 KV5556* NAD 83(1996)-  40 13 13.93838(N)    074 46 11.86400(W)     ADJUSTED  
 KV5556* NAVD 88     -                                                        
 KV5556  ___________________________________________________________________
 KV5556  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 KV5556  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 KV5556
 KV5556  HORZ ORDER  -  THIRD
 KV5556
 KV5556.The horizontal coordinates were established by classical geodetic methods
 KV5556.and adjusted by the National Geodetic Survey in September 1999..
 KV5556
 KV5556
 KV5556.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5556
 KV5556.The geoid height was determined by GEOID03.
 KV5556
 KV5556;                    North         East     Units Scale Factor Converg.
 KV5556;SPC NJ       -   154,034.785   127,023.503   MT  0.99990650   -0 10 27.6
 KV5556;SPC NJ       -   505,362.46    416,742.94   sFT  0.99990650   -0 10 27.6
 KV5556;SPC PA S     -   102,789.671   853,599.984   MT  0.99996753   +1 56 00.3
 KV5556;SPC PA S     -   337,235.78  2,800,519.28   sFT  0.99996753   +1 56 00.3
 KV5556;UTM  18      - 4,452,260.667   519,572.648   MT  0.99960472   +0 08 54.8
 KV5556
 KV5556                          SUPERSEDED SURVEY CONTROL
 KV5556
 KV5556  NAD 83(1986)-  40 13 13.93603(N)    074 46 11.86597(W) AD(       ) 4
 KV5556  NAD 27      -  40 13 13.54300(N)    074 46 13.28200(W) AD(       ) 3
 KV5556
 KV5556.Superseded values are not recommended for survey control.
 KV5556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5556.See file dsdata.txt to determine how the superseded data were derived.
 KV5556
 KV5556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1957352261(NAD 83)
 KV5556_MARKER: 87 = DOME
 KV5556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5556+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005
 KV5556
 KV5556  HISTORY     - Date     Condition        Report By
 KV5556  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5556  HISTORY     - 1976     GOOD             NGS
 KV5556  HISTORY     - 20050116 GOOD             GEOCAC
 KV5556
 KV5556                          STATION DESCRIPTION
 KV5556
 KV5556'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5556'DOME IS IN CENTER OF BUILDING, GOLD LEAFED, ABOUT 30 FEET IN
 KV5556'DIAMETER, SURMOUNTED BY AN OPEN BELFRY WHICH HAS A GOLD DOME
 KV5556'ON IT ABOUT 5 FEET IN DIAMETER.  THE SMALLER DOME IS SURMOUNTED
 KV5556'BY A FANCY GOLD FINIAL WHICH IS ABOUT 150 FEET ABOVE THE STREET
 KV5556'LEVEL.
 KV5556'
 KV5556'CAPITOL BUILDING IS LOCATED ON S SIDE OF W STATE STREET A
 KV5556'FEW BLOCKS W OF THE CENTER OF TRENTON.  CONSPICUOUS FROM THE
 KV5556'RIVER SIDE.
 KV5556
 KV5556                          STATION RECOVERY (1976)
 KV5556
 KV5556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5556'STATION RECOVERED AS DESCRIBED.
 KV5556
 KV5556                          STATION RECOVERY (2005)
 KV5556
 KV5556'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV5556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5523 ***********************************************************************
 KV5523  DESIGNATION -  TRENTON THERMOID CO TANK
 KV5523  PID         -  KV5523
 KV5523  STATE/COUNTY-  NJ/MERCER
 KV5523  USGS QUAD   -  TRENTON EAST (1981)
 KV5523
 KV5523                         *CURRENT SURVEY CONTROL
 KV5523  ___________________________________________________________________
 KV5523* NAD 83(1996)-  40 14 28.52206(N)    074 43 46.10315(W)     ADJUSTED  
 KV5523* NAVD 88     -                                                        
 KV5523  ___________________________________________________________________
 KV5523  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 KV5523  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KV5523
 KV5523  HORZ ORDER  -  THIRD
 KV5523
 KV5523.The horizontal coordinates were established by classical geodetic methods
 KV5523.and adjusted by the National Geodetic Survey in September 1999..
 KV5523
 KV5523
 KV5523.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5523
 KV5523.The geoid height was determined by GEOID03.
 KV5523
 KV5523;                    North         East     Units Scale Factor Converg.
 KV5523;SPC NJ       -   156,325.332   130,475.488   MT  0.99990469   -0 08 53.7
 KV5523;SPC NJ       -   512,877.36    428,068.33   sFT  0.99990469   -0 08 53.7
 KV5523;SPC PA S     -   105,205.782   856,965.592   MT  0.99996615   +1 57 34.9
 KV5523;SPC PA S     -   345,162.64  2,811,561.28   sFT  0.99996615   +1 57 34.9
 KV5523;UTM  18      - 4,454,569.942   523,010.636   MT  0.99960652   +0 10 29.1
 KV5523
 KV5523                          SUPERSEDED SURVEY CONTROL
 KV5523
 KV5523  NAD 83(1986)-  40 14 28.52007(N)    074 43 46.10494(W) AD(       ) 4
 KV5523  NAD 27      -  40 14 28.12400(N)    074 43 47.53300(W) AD(       ) 3
 KV5523
 KV5523.Superseded values are not recommended for survey control.
 KV5523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5523.See file dsdata.txt to determine how the superseded data were derived.
 KV5523
 KV5523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2301154570(NAD 83)
 KV5523_MARKER: 51 = TANK
 KV5523
 KV5523  HISTORY     - Date     Condition        Report By
 KV5523  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5523
 KV5523                          STATION DESCRIPTION
 KV5523
 KV5523'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5523'ON THE OLD BRUNSWICK PIKE 300 FEET W OF MAIN LINE OF PENNSYLVANIA
 KV5523'RAILROAD, AND ABOUT 200 YARDS N OF HELIFLIX ROLLER BEARING PLANT
 KV5523'TANK.
 KV5523'
 KV5523'THE THERMOID PLANT IS QUITE EXTENSIVE ON BOTH SIDES OF BRUNSWICK
 KV5523'PIKE.  THE TANK SETS AWAY FROM THE OTHER STRUCTURES ON THE
 KV5523'GROUNDS, AND IS ABOUT 500 FEET S OF BRUNSWICK PIKE, 100 FEET N
 KV5523'OF NEAREST BUILDING, A 3-STORY BRICK STRUCTURE.
 KV5523'
 KV5523'THE TANK IS PAINTED GRAY ON THE CYLINDER, THE REST BEING
 KV5523'BLACK.  IT IS WELL PROPORTIONED, AND IS ABOUT 125 FEET TALL.
 KV5523'
 KV5523'THERMOID PRODUCTS PAINTED IN BLACK ON N AND S SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1086 ***********************************************************************
 KV1086  DESIGNATION -  TRENTON TPBM 1
 KV1086  PID         -  KV1086
 KV1086  STATE/COUNTY-  NJ/MERCER
 KV1086  USGS QUAD   -  TRENTON WEST (1995)
 KV1086
 KV1086                         *CURRENT SURVEY CONTROL
 KV1086  ___________________________________________________________________
 KV1086* NAD 83(1986)-  40 13 32.     (N)    074 46 37.     (W)     SCALED    
 KV1086* NAVD 88     -        17.304  (meters)      56.77   (feet)  ADJUSTED  
 KV1086  ___________________________________________________________________
 KV1086  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KV1086  DYNAMIC HT  -          17.296 (meters)      56.75  (feet)  COMP
 KV1086  MODELED GRAV-     980,174.4   (mgal)                       NAVD 88
 KV1086
 KV1086  VERT ORDER  -  FIRST     CLASS I
 KV1086
 KV1086.The horizontal coordinates were scaled from a topographic map and have
 KV1086.an estimated accuracy of +/- 6 seconds.
 KV1086
 KV1086.The orthometric height was determined by differential leveling
 KV1086.and adjusted by the National Geodetic Survey in June 1991..
 KV1086
 KV1086.The geoid height was determined by GEOID03.
 KV1086
 KV1086.The dynamic height is computed by dividing the NAVD 88
 KV1086.geopotential number by the normal gravity value computed on the
 KV1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1086.degrees latitude (g = 980.6199 gals.).
 KV1086
 KV1086.The modeled gravity was interpolated from observed gravity values.
 KV1086
 KV1086;                    North         East    Units  Estimated Accuracy
 KV1086;SPC NJ       -   154,590.      126,430.      MT  (+/- 180 meters Scaled)
 KV1086
 KV1086                          SUPERSEDED SURVEY CONTROL
 KV1086
 KV1086  NGVD 29 (01/10/92)   17.619  (m)           57.80   (f) ADJUSTED    1 1
 KV1086
 KV1086.Superseded values are not recommended for survey control.
 KV1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1086.See file dsdata.txt to determine how the superseded data were derived.
 KV1086
 KV1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK189528(NAD 83)
 KV1086_MARKER: X = CHISELED CROSS
 KV1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1086_SP_SET: CONCRETE POST
 KV1086_MARK LOGO: NONE  
 KV1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1086+STABILITY: SURFACE MOTION
 KV1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1086+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1991
 KV1086
 KV1086  HISTORY     - Date     Condition        Report By
 KV1086  HISTORY     - 1935     MONUMENTED       RBNF
 KV1086  HISTORY     - 1956     GOOD             CGS
 KV1086  HISTORY     - 19881211 POOR             NJGS
 KV1086  HISTORY     - 19910605 GOOD             NJGS
 KV1086  HISTORY     - 20060508 GOOD             USGS
 KV1086
 KV1086                          STATION DESCRIPTION
 KV1086
 KV1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1086'AT TRENTON.
 KV1086'AT TRENTON, ALONG WEST STATE STREET, 778 1/2 FEET SOUTHEAST OF
 KV1086'THE SOUTHEAST CURB OF PROSPECT STREET, 117.7 FEET NORTH AND
 KV1086'ACROSS THE STREET FROM THE NORTH CORNER OF THE NEW JERSEY MFG
 KV1086'ASSN BLDG, 96.7 FEET EAST OF AND ACROSS THE STREET FROM THE EAST
 KV1086'CORNER OF A TWO-STORY BRICK BUILDING AT 373 WEST STATE STREET,
 KV1086'31.5 FEET NORTHEAST OF THE CENTER LINE OF WEST STATE STREET, 3
 KV1086'FEET NORTHWEST OF THE EXTENDED CENTER LINE OF A DRIVEWAY LEADING
 KV1086'SOUTHWEST, 2 FEET SOUTHWEST OF A HIGH ROW OF HEDGE ALONG THE
 KV1086'SOUTHWEST BANK OF A FEEDER CANAL, 2 FEET ABOVE THE STREET AND
 KV1086'PROJECTING 4-INCHES.
 KV1086
 KV1086                          STATION RECOVERY (1988)
 KV1086
 KV1086'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1086'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1086'IN TRENTON, A CHISELED CROSS ON THE TOP OF A SQUARE CONCRETE POST, ON
 KV1086'THE NORTHEAST SIDE OF WEST STATE STREET AND ON THE SOUTHWEST SIDE OF
 KV1086'DELAWARE RARITAN FEEDER CANAL, ACROSS THE STREET FROM BUILDING NUMBER
 KV1086'373 WEST STATE STREET, 6.0 M (19.7 FT) NORTHWEST OF A TWO INCH
 KV1086'DIAMETER TREE, 3.9 M (12.8 FT) NORTHEAST OF THE NORTHEAST CURBLINE OF
 KV1086'WEST STATE STREET, 1.7 M (5.6 FT) FROM A FENCE ON THE TOP OF THE BANK
 KV1086'OF THE CANAL, ABOUT TWO FEET ABOVE THE STREET AND PROJECTING 0.06 M
 KV1086'(0.2 FT) ABOVE THE GROUND.  THE MONUMENT IS LEANING, ELEVATION
 KV1086'ESTABLISHED ON THE HIGH CORNER (SOUTHEAST CORNER).
 KV1086
 KV1086                          STATION RECOVERY (1991)
 KV1086
 KV1086'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV1086'RECOVERED IN GOOD CONDITION.
 KV1086
 KV1086                          STATION RECOVERY (2006)
 KV1086
 KV1086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KMH)
 KV1086'ORIGINAL DESCRIPTION BEST.  GPS(NAD 83)N40/13/27.7 W 074/46/36.7
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5564 ***********************************************************************
 KV5564  DESIGNATION -  TRENTON TRUST CO FLAGPOLE
 KV5564  PID         -  KV5564
 KV5564  STATE/COUNTY-  NJ/MERCER
 KV5564  USGS QUAD   -  TRENTON WEST (1995)
 KV5564
 KV5564                         *CURRENT SURVEY CONTROL
 KV5564  ___________________________________________________________________
 KV5564* NAD 83(1996)-  40 13 13.84530(N)    074 46 01.30208(W)     ADJUSTED  
 KV5564* NAVD 88     -                                                        
 KV5564  ___________________________________________________________________
 KV5564  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 KV5564  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KV5564
 KV5564  HORZ ORDER  -  THIRD
 KV5564
 KV5564.The horizontal coordinates were established by classical geodetic methods
 KV5564.and adjusted by the National Geodetic Survey in September 1999..
 KV5564
 KV5564
 KV5564.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5564
 KV5564.The geoid height was determined by GEOID03.
 KV5564
 KV5564;                    North         East     Units Scale Factor Converg.
 KV5564;SPC NJ       -   154,031.158   127,273.196   MT  0.99990636   -0 10 20.7
 KV5564;SPC NJ       -   505,350.56    417,562.14   sFT  0.99990636   -0 10 20.7
 KV5564;SPC PA S     -   102,795.230   853,849.657   MT  0.99996753   +1 56 07.2
 KV5564;SPC PA S     -   337,254.02  2,801,338.42   sFT  0.99996753   +1 56 07.2
 KV5564;UTM  18      - 4,452,258.449   519,822.282   MT  0.99960484   +0 09 01.6
 KV5564
 KV5564                          SUPERSEDED SURVEY CONTROL
 KV5564
 KV5564  NAD 83(1986)-  40 13 13.84300(N)    074 46 01.30414(W) AD(       ) 4
 KV5564  NAD 27      -  40 13 13.45100(N)    074 46 02.72100(W) AD(       ) 3
 KV5564
 KV5564.Superseded values are not recommended for survey control.
 KV5564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5564.See file dsdata.txt to determine how the superseded data were derived.
 KV5564
 KV5564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1982252258(NAD 83)
 KV5564_MARKER: 62 = FLAGPOLE
 KV5564
 KV5564  HISTORY     - Date     Condition        Report By
 KV5564  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5564  HISTORY     - 1947     GOOD             CGS
 KV5564
 KV5564                          STATION DESCRIPTION
 KV5564
 KV5564'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5564'AT 28 W STATE STREET, AT NW CORNER OF CHANCERY LANE, ON TOP OF A
 KV5564'14-STORY LIMESTONE BUILDING.  FLAGPOLE IN CENTER OF STATE STREET
 KV5564'SIDE, AND POLE IS ABOUT 40 FEET HIGH, PAINTED WHITE SURMOUNTED
 KV5564'WITH GOLD BALL.  THIS POLE TIP IS THE HIGHEST POINT IN TOWN.
 KV5564
 KV5564                          STATION RECOVERY (1947)
 KV5564
 KV5564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5564'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5564'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5518 ***********************************************************************
 KV5518  DESIGNATION -  TRENTON WAND J SLOANE MFG TK
 KV5518  PID         -  KV5518
 KV5518  STATE/COUNTY-  NJ/MERCER
 KV5518  USGS QUAD   -  TRENTON EAST (1981)
 KV5518
 KV5518                         *CURRENT SURVEY CONTROL
 KV5518  ___________________________________________________________________
 KV5518* NAD 83(1996)-  40 14 57.73519(N)    074 42 15.01648(W)     ADJUSTED  
 KV5518* NAVD 88     -                                                        
 KV5518  ___________________________________________________________________
 KV5518  LAPLACE CORR-           5.25  (seconds)                    DEFLEC99
 KV5518  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KV5518
 KV5518  HORZ ORDER  -  THIRD
 KV5518
 KV5518.The horizontal coordinates were established by classical geodetic methods
 KV5518.and adjusted by the National Geodetic Survey in September 1999..
 KV5518
 KV5518
 KV5518.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5518
 KV5518.The geoid height was determined by GEOID03.
 KV5518
 KV5518;                    North         East     Units Scale Factor Converg.
 KV5518;SPC NJ       -   157,221.038   132,630.349   MT  0.99990371   -0 07 54.9
 KV5518;SPC NJ       -   515,816.02    435,138.07   sFT  0.99990371   -0 07 54.9
 KV5518;SPC PA S     -   106,180.204   859,086.179   MT  0.99996564   +1 58 34.0
 KV5518;SPC PA S     -   348,359.55  2,818,518.57   sFT  0.99996564   +1 58 34.0
 KV5518;UTM  18      - 4,455,477.512   525,159.775   MT  0.99960779   +0 11 28.1
 KV5518
 KV5518                          SUPERSEDED SURVEY CONTROL
 KV5518
 KV5518  NAD 83(1986)-  40 14 57.73356(N)    074 42 15.01801(W) AD(       ) 4
 KV5518  NAD 27      -  40 14 57.32800(N)    074 42 16.46200(W) AD(       ) 3
 KV5518
 KV5518.Superseded values are not recommended for survey control.
 KV5518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5518.See file dsdata.txt to determine how the superseded data were derived.
 KV5518
 KV5518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2516055478(NAD 83)
 KV5518_MARKER: 53 = ELEVATED TANK
 KV5518
 KV5518  HISTORY     - Date     Condition        Report By
 KV5518  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5518
 KV5518                          STATION DESCRIPTION
 KV5518
 KV5518'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5518'PROPERTY OF THE SLOAN BLABON CORPORATION, LINOLEUM MANUFACTURERS.
 KV5518'
 KV5518'IN THE COUNTRY, ABOUT 1/2 MILE N OF PENNSYLVANIA RAILROAD SHOPS
 KV5518'AND 1/4 MILE E OF MADDOX PLUMBING SUPPLY PLANT, ON NE EDGE
 KV5518'OF TRENTON.
 KV5518'
 KV5518'THE SLOANE PLANT COVERS A LARGE AREA.  THE BUILDINGS ARE ALL
 KV5518'SINGLE-STORY STRUCTURES.
 KV5518'
 KV5518'THE TANK IS LOCATED ON THE SOUTH-EASTERLY SIDE OF THE
 KV5518'GROUNDS.  IT IS VERY DISTINCTIVE, BEING VERY HIGH FOR ITS
 KV5518'DIAMETER.  IT HAS NO ROOF.  THE CYLINDER IS PAINTED A LINOLEUM
 KV5518'PATTERN AND IS ILLUMINATED AT NIGHT.  THE LEGS ARE WELL BATTERED.
 KV5518'
 KV5518'HEIGHT ABOUT 125 FEET.
 KV5518'
 KV5518'STACK WITH NAME IS ABOUT 100 FEET N.  MACADAM ROAD RUNS ON N
 KV5518'SIDE OF PLANT.  PENNSYLVANIA RAILROAD RUNS ABOUT 300 FEET W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5566 ***********************************************************************
 KV5566  DESIGNATION -  TRENTON WASHINGTON MONUMENT
 KV5566  PID         -  KV5566
 KV5566  STATE/COUNTY-  NJ/MERCER
 KV5566  USGS QUAD   -  TRENTON WEST (1995)
 KV5566
 KV5566                         *CURRENT SURVEY CONTROL
 KV5566  ___________________________________________________________________
 KV5566* NAD 83(1996)-  40 13 33.01157(N)    074 45 53.19306(W)     ADJUSTED  
 KV5566* NAVD 88     -                                                        
 KV5566  ___________________________________________________________________
 KV5566  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 KV5566  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KV5566
 KV5566  HORZ ORDER  -  THIRD
 KV5566
 KV5566.The horizontal coordinates were established by classical geodetic methods
 KV5566.and adjusted by the National Geodetic Survey in September 1999..
 KV5566
 KV5566
 KV5566.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5566
 KV5566.The geoid height was determined by GEOID03.
 KV5566
 KV5566;                    North         East     Units Scale Factor Converg.
 KV5566;SPC NJ       -   154,621.693   127,466.671   MT  0.99990625   -0 10 15.6
 KV5566;SPC NJ       -   507,288.00    418,196.90   sFT  0.99990625   -0 10 15.6
 KV5566;SPC PA S     -   103,392.518   854,021.293   MT  0.99996716   +1 56 12.5
 KV5566;SPC PA S     -   339,213.62  2,801,901.53   sFT  0.99996716   +1 56 12.5
 KV5566;UTM  18      - 4,452,849.886   520,012.369   MT  0.99960493   +0 09 06.9
 KV5566
 KV5566                          SUPERSEDED SURVEY CONTROL
 KV5566
 KV5566  NAD 83(1986)-  40 13 33.00919(N)    074 45 53.19528(W) AD(       ) 4
 KV5566  NAD 27      -  40 13 32.61800(N)    074 45 54.61100(W) AD(       ) 3
 KV5566
 KV5566.Superseded values are not recommended for survey control.
 KV5566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5566.See file dsdata.txt to determine how the superseded data were derived.
 KV5566
 KV5566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2001252850(NAD 83)
 KV5566_MARKER: 70 = MONUMENT
 KV5566
 KV5566  HISTORY     - Date     Condition        Report By
 KV5566  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5566  HISTORY     - 1947     GOOD             CGS
 KV5566
 KV5566                          STATION DESCRIPTION
 KV5566
 KV5566'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5566'AT INTERSECTION OF N BROAD, PENNINGTON, BRUNSWICK AND N WARREN
 KV5566'STREETS.  AT NORTHERN END OF SMALL TRIANGULAR PARK.
 KV5566'
 KV5566'BASE OF MONUMENT IS SQUARE LIMESTONE STRUCTURE, ABOUT 30 FEET
 KV5566'SQUARE WITH BRONZE FIGURES AT CORNERS.
 KV5566'
 KV5566'SHAFT RISES FROM CENTER APPROXIMATELY 100 FEET.  IT IS
 KV5566'OF INDIANA LIMESTONE, FLUTED COLUMN, ABOUT 8 FEET ACROSS AT
 KV5566'BASE.  WROUGHT IRON BALCONY AT TOP.
 KV5566'
 KV5566'GEORGE WASHINGTON GREENED BRONZE FIGURE IS STANDING AT TOP, HAND
 KV5566'POINTING TOWARD SW.  IT IS ILLUMINATED AT NIGHT.
 KV5566
 KV5566                          STATION RECOVERY (1947)
 KV5566
 KV5566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5566'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5566'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5559 ***********************************************************************
 KV5559  DESIGNATION -  TRENTON WESTINGHOUSE ELEC STK
 KV5559  PID         -  KV5559
 KV5559  STATE/COUNTY-  NJ/MERCER
 KV5559  USGS QUAD   -  TRENTON WEST (1995)
 KV5559
 KV5559                         *CURRENT SURVEY CONTROL
 KV5559  ___________________________________________________________________
 KV5559* NAD 83(1996)-  40 14 03.74116(N)    074 46 08.64950(W)     ADJUSTED  
 KV5559* NAVD 88     -                                                        
 KV5559  ___________________________________________________________________
 KV5559  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 KV5559  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KV5559
 KV5559  HORZ ORDER  -  THIRD
 KV5559
 KV5559.The horizontal coordinates were established by classical geodetic methods
 KV5559.and adjusted by the National Geodetic Survey in September 1999..
 KV5559
 KV5559
 KV5559.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5559
 KV5559.The geoid height was determined by GEOID03.
 KV5559
 KV5559;                    North         East     Units Scale Factor Converg.
 KV5559;SPC NJ       -   155,570.528   127,104.158   MT  0.99990645   -0 10 25.7
 KV5559;SPC NJ       -   510,400.97    417,007.56   sFT  0.99990645   -0 10 25.7
 KV5559;SPC PA S     -   104,327.435   853,624.102   MT  0.99996659   +1 56 02.4
 KV5559;SPC PA S     -   342,280.93  2,800,598.41   sFT  0.99996659   +1 56 02.4
 KV5559;UTM  18      - 4,453,796.378   519,644.625   MT  0.99960475   +0 08 57.0
 KV5559
 KV5559                          SUPERSEDED SURVEY CONTROL
 KV5559
 KV5559  NAD 83(1986)-  40 14 03.73865(N)    074 46 08.65172(W) AD(       ) 4
 KV5559  NAD 27      -  40 14 03.35000(N)    074 46 10.06700(W) AD(       ) 3
 KV5559
 KV5559.Superseded values are not recommended for survey control.
 KV5559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5559.See file dsdata.txt to determine how the superseded data were derived.
 KV5559
 KV5559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1964553796(NAD 83)
 KV5559_MARKER: 63 = STACK
 KV5559
 KV5559  HISTORY     - Date     Condition        Report By
 KV5559  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5559
 KV5559                          STATION DESCRIPTION
 KV5559
 KV5559'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5559'AT RAILROAD SIDING AND INGHAM STREET IN NW PART OF
 KV5559'TRENTON.  FOUR-STORY FACTORY JUST TO W ABOUT 30 FEET.
 KV5559'
 KV5559'STACK IS ABOUT 150 FEET S OF S PROPERTY LINE FRONTING INGHAM
 KV5559'STREET.  STACK IS MADE OF YELLOW BRICK, ABOUT 10 FEET AT BASE AND
 KV5559'6 FEET AT TOP.  BLACK INSERT WORK AT TOP.  ONE LIGHTNING
 KV5559'ROD.  SOOTY AT TOP.
 KV5559'
 KV5559'BLACK WATER TANK IS ABOUT 100 FEET N OF STACK.  LARGE YELLOW
 KV5559'W ON N AND S SIDES.  WATER TANK ABOUT 100 FEET HIGH, STACK
 KV5559'ABOUT 125 FEET HIGH.
 KV5559'
 KV5559'PLANT FRONTS ON KELSEY AND EXTENDS BETWEEN PENNINGTON AND
 KV5559'INGHAM STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3895 ***********************************************************************
 KV3895  DESIGNATION -  TRESTLE
 KV3895  PID         -  KV3895
 KV3895  STATE/COUNTY-  NJ/BERGEN
 KV3895  USGS QUAD   -  HACKENSACK (1997)
 KV3895
 KV3895                         *CURRENT SURVEY CONTROL
 KV3895  ___________________________________________________________________
 KV3895* NAD 83(1996)-  40 52 55.39624(N)    074 02 07.37869(W)     ADJUSTED  
 KV3895* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV3895  ___________________________________________________________________
 KV3895  LAPLACE CORR-           7.59  (seconds)                    DEFLEC99
 KV3895  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV3895
 KV3895  HORZ ORDER  -  THIRD
 KV3895
 KV3895.The horizontal coordinates were established by classical geodetic methods
 KV3895.and adjusted by the National Geodetic Survey in September 1999..
 KV3895
 KV3895.The orthometric height was scaled from a topographic map.
 KV3895
 KV3895.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3895
 KV3895.The geoid height was determined by GEOID03.
 KV3895
 KV3895;                    North         East     Units Scale Factor Converg.
 KV3895;SPC NJ       -   227,554.613   189,156.387   MT  0.99991886   +0 18 14.8
 KV3895;SPC NJ       -   746,568.76    620,590.58   sFT  0.99991886   +0 18 14.8
 KV3895;SPC NY L     -    79,442.034   297,017.762   MT  0.99999506   -0 01 23.3
 KV3895;SPC NY L     -   260,636.07    974,465.77   sFT  0.99999506   -0 01 23.3
 KV3895;UTM  18      - 4,526,111.915   581,270.771   MT  0.99968129   +0 37 53.0
 KV3895
 KV3895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3895!SPC NJ       -   1.00000472  x   0.99991886  =   0.99992358
 KV3895!SPC NY L     -   1.00000472  x   0.99999506  =   0.99999978
 KV3895!UTM  18      -   1.00000472  x   0.99968129  =   0.99968601
 KV3895
 KV3895:                Primary Azimuth Mark                     Grid Az
 KV3895:SPC NJ       -  HACKENSACK R RIVERSIDE BANDSTD           359 59 50.7
 KV3895:SPC NY L     -  HACKENSACK R RIVERSIDE BANDSTD           000 19 28.8
 KV3895:UTM  18      -  HACKENSACK R RIVERSIDE BANDSTD           359 40 12.5
 KV3895
 KV3895|---------------------------------------------------------------------|
 KV3895| PID    Reference Object                     Distance      Geod. Az  |
 KV3895|                                                           dddmmss.s |
 KV3895| KV3892 HACKENSACK R RIVERSIDE BANDSTD      411.223 METERS 0001805.5 |
 KV3895| KV3907 TANI                                APPROX. 0.5 KM 0151139.9 |
 KV3895| KV3914 SAINT JOSEPH                        APPROX. 1.1 KM 1324116.4 |
 KV3895| CB6490 TRESTLE RM 1                                       14443     |
 KV3895| KV3881 HURST                               343.639 METERS 19720     |
 KV3895| KV3922 HACKENSACK HARRY GLUCKIN STACK      APPROX. 0.9 KM 2093236.9 |
 KV3895| KV3887 HACKENSACK CITY INCIN CHIMNEY       APPROX. 0.7 KM 2181712.8 |
 KV3895| KV3880 BROAD                               467.342 METERS 2253919.0 |
 KV3895| KV3910 HACKENSACK BERGEN CTHSE DOME        APPROX. 0.8 KM 2412617.6 |
 KV3895| KV3899 HACKENSACK FIRST REFORM CHURCH      APPROX. 0.7 KM 2422525.7 |
 KV3895| KV3883 HACKENSACK BERGEN CTHSE FLAG        APPROX. 0.8 KM 2442711.9 |
 KV3895| KV3893 TRUE REFORMED CHURCH                APPROX. 0.8 KM 2803201.1 |
 KV3895| KV3891 HACKENSACK CITY NATL BANK FLAG      APPROX. 0.7 KM 3074723.6 |
 KV3895| KV3894 TROLLEY                             197.314 METERS 30949     |
 KV3895| KV3905 HACKENSACK FIRST PRESB CHURCH       APPROX. 1.2 KM 3304620.5 |
 KV3895| KV3901 HACKENSACK HOLY TRINITY CHURCH      APPROX. 1.4 KM 3405313.1 |
 KV3895| KV3902 HACKENSACK SEARS FLAGPOLE           APPROX. 1.2 KM 3441236.3 |
 KV3895| KV3900 CAMPBELLS WALL PAPER CO CHIM        APPROX. 1.8 KM 3530915.8 |
 KV3895|---------------------------------------------------------------------|
 KV3895
 KV3895                          SUPERSEDED SURVEY CONTROL
 KV3895
 KV3895  NAD 83(1996)-  40 52 55.39611(N)    074 02 07.37880(W) AD(       ) 3
 KV3895  NAD 83(1996)-  40 52 55.39522(N)    074 02 07.38017(W) AD(       ) 3
 KV3895  NAD 83(1992)-  40 52 55.39270(N)    074 02 07.38058(W) AD(       ) 3
 KV3895  NAD 83(1986)-  40 52 55.40379(N)    074 02 07.37840(W) AD(       ) 3
 KV3895  NAD 27      -  40 52 55.04100(N)    074 02 08.88000(W) AD(       ) 3
 KV3895
 KV3895.Superseded values are not recommended for survey control.
 KV3895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3895.See file dsdata.txt to determine how the superseded data were derived.
 KV3895
 KV3895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8127126112(NAD 83)
 KV3895_MARKER: DS = TRIANGULATION STATION DISK
 KV3895_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV3895_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV3895
 KV3895  HISTORY     - Date     Condition        Report By
 KV3895  HISTORY     - 1914     MONUMENTED       CGS
 KV3895  HISTORY     - 1932     SEE DESCRIPTION  CGS
 KV3895  HISTORY     - 1955     MARK NOT FOUND   USGS
 KV3895
 KV3895                          STATION DESCRIPTION
 KV3895
 KV3895'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV3895'STATION IS ON THE E SIDE OF HACKENSACK RIVER, BETWEEN THE TWO
 KV3895'TRACKS OF HUDSON RIVER LINE OF THE PUBLIC SERVICE RAILROAD
 KV3895'COMPANY AND 3.328 METERS (10.92 FEET) FROM THE EDGE OF THE
 KV3895'ABUTMENT OF E END OF THE BERGEN TRACTION COMPANY BRIDGE.
 KV3895'
 KV3895'THE STATION IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP OF
 KV3895'A 4-INCH TILE PIPE AND SUNK TO THE GROUND LEVEL.  A CROSS AND
 KV3895'THE LETTERS U.S.R.M., CUT NEAR THE FOOT OF THE FIRST TELEPHONE
 KV3895'POLE ON THE S SIDE OF THE EMBANKMENT, SERVE AS REFERENCE
 KV3895'MARK.  THE CROSS IS 17.568 METERS (57.65 FEET) S 55 DEG E FROM
 KV3895'THE STATION.
 KV3895
 KV3895                          STATION RECOVERY (1932)
 KV3895
 KV3895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3895'STATION RECOVERED IN GOOD CONDITION FROM DESCRIPTION.
 KV3895'
 KV3895'STATION MARK HAS BEEN RE-SET BY THE U.S. ENGINEERS AND NAMED
 KV3895'BY THEM HK-77.
 KV3895'
 KV3895'THE ONE REFERENCE MARK WAS NOT RECOVERED.
 KV3895'
 KV3895'A COMPLETE DESCRIPTION FOLLOWS--
 KV3895'
 KV3895'THIS STATION IS ON THE E SIDE OF THE HACKENSACK RIVER, IN
 KV3895'BOGOTA BETWEEN THE TWO SETS OF TRACKS OF THE PUBLIC SERVICE
 KV3895'STREET-CAR LINE WHICH CROSSES THE RIVER AT THIS POINT.  IT IS
 KV3895'BEST REACHED FROM RIVER ROAD BY TURNING W ON PARK PLACE WEST TO
 KV3895'THE END OF THE LATTER, THEN ACROSS FILLED GROUND TO THE STATION.
 KV3895'
 KV3895'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK STAMPED
 KV3895'TRESTLE-1914 SET IN THE TOP OF A TRUNCATED PYRAMID OF CONCRETE
 KV3895'WHICH PROJECTS 2 INCHES ABOVE GROUND.  DUE TO LACK OF CLEARANCE
 KV3895'BETWEEN STATION AND PASSING TROLLEYS AN ECCENTRIC WAS ESTABLISHED
 KV3895'TO THE N.
 KV3895'
 KV3895'NO REFERENCE MARKS WERE PLACED.  REFERENCE MEASUREMENTS WERE
 KV3895'TAKEN AS FOLLOWS--
 KV3895'
 KV3895'TO NEAREST EDGE OF NEAR RAIL TO N 0.950 METER.
 KV3895'
 KV3895'TO NEAREST EDGE OF NEAR RAIL TO S 0.891 METER.
 KV3895'
 KV3895'TO EDGE OF ABUTMENT (HIGH-WATER LINE) 4.5 METERS.
 KV3895
 KV3895                          STATION RECOVERY (1955)
 KV3895
 KV3895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KV3895'A ROAD AND BRIDGE HAVE BEEN BUILT FOR AUTOMOBILES IN THE PLACE OF
 KV3895'THE OLD RAILROAD.  A SEARCH WAS MADE AND IT IS PRESUMED THE
 KV3895'STATION WAS EITHER DESTROYED OR BURIED IN THE CONSTRUCTION OF
 KV3895'THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5487 ***********************************************************************
 KV5487  DESIGNATION -  TRI
 KV5487  PID         -  KV5487
 KV5487  STATE/COUNTY-  NJ/MIDDLESEX
 KV5487  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5487
 KV5487                         *CURRENT SURVEY CONTROL
 KV5487  ___________________________________________________________________
 KV5487* NAD 83(1996)-  40 29 37.99623(N)    074 25 17.14348(W)     ADJUSTED  
 KV5487* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 KV5487  ___________________________________________________________________
 KV5487  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 KV5487  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV5487
 KV5487  HORZ ORDER  -  THIRD
 KV5487
 KV5487.The horizontal coordinates were established by classical geodetic methods
 KV5487.and adjusted by the National Geodetic Survey in September 1999..
 KV5487
 KV5487.The orthometric height was scaled from a topographic map.
 KV5487
 KV5487.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5487
 KV5487.The geoid height was determined by GEOID03.
 KV5487
 KV5487;                    North         East     Units Scale Factor Converg.
 KV5487;SPC NJ       -   184,352.891   156,660.248   MT  0.99990055   +0 03 03.7
 KV5487;SPC NJ       -   604,831.11    513,976.16   sFT  0.99990055   +0 03 03.7
 KV5487;SPC NY L     -    36,422.253   264,272.819   MT  1.00001412   -0 16 32.3
 KV5487;SPC NY L     -   119,495.34    867,035.07   sFT  1.00001412   -0 16 32.3
 KV5487;UTM  18      - 4,482,737.036   549,029.155   MT  0.99962959   +0 22 32.6
 KV5487
 KV5487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5487!SPC NJ       -   1.00000253  x   0.99990055  =   0.99990308
 KV5487!SPC NY L     -   1.00000253  x   1.00001412  =   1.00001665
 KV5487!UTM  18      -   1.00000253  x   0.99962959  =   0.99963212
 KV5487
 KV5487|---------------------------------------------------------------------|
 KV5487| PID    Reference Object                     Distance      Geod. Az  |
 KV5487|                                                           dddmmss.s |
 KV5487| CB6491 TRI RM 1                             15.488 METERS 10230     |
 KV5487| KV5456 SUPER                               APPROX. 0.8 KM 1081159.9 |
 KV5487| CB6492 TRI RM 2                             18.746 METERS 21407     |
 KV5487|---------------------------------------------------------------------|
 KV5487
 KV5487                          SUPERSEDED SURVEY CONTROL
 KV5487
 KV5487  NAD 83(1996)-  40 29 37.99607(N)    074 25 17.14496(W) AD(       ) 3
 KV5487  NAD 83(1986)-  40 29 37.99804(N)    074 25 17.14580(W) AD(       ) 3
 KV5487  NAD 27      -  40 29 37.62200(N)    074 25 18.60000(W) AD(       ) 3
 KV5487
 KV5487.Superseded values are not recommended for survey control.
 KV5487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5487.See file dsdata.txt to determine how the superseded data were derived.
 KV5487
 KV5487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4902982737(NAD 83)
 KV5487_MARKER: Z = SEE DESCRIPTION
 KV5487_SETTING: 0 = UNSPECIFIED SETTING
 KV5487
 KV5487  HISTORY     - Date     Condition        Report By
 KV5487  HISTORY     - 1932     MONUMENTED       USE
 KV5487
 KV5487                          STATION DESCRIPTION
 KV5487
 KV5487'DESCRIBED BY US ENGINEERS 1932 (RWW)
 KV5487'THIS STATION IS N OF THE RARITAN RIVER, IN HIGHLAND PARK
 KV5487'APPROXIMATELY 1/2 MILE W OF SUPER HIGHWAY (ROUTE 25) BRIDGE
 KV5487'AND 200 METERS E OF THE INTERSECTION OF GRAHAM STREET AND S 4TH
 KV5487'AVENUE.
 KV5487'
 KV5487'STATION IS MARKED BY THE DRILL HOLE IN A 1-INCH ALLEGHENY
 KV5487'METAL ROD SET IN THE 12-INCH ROUND TOP OF A 3-FOOT
 KV5487'TRUNCATED-CONICAL CONCRETE MONUMENT.  TWO REFERENCE MARKS
 KV5487'PLACED LOWER DOWN THE STEEP TERRACE IN SIMILAR MONUMENTS
 KV5487'PROJECTING 10 INCHES ABOVE GROUND.  REFERENCE MARK NO.1 TO THE
 KV5487'EASTWARD.  REFERENCE MARK NO.2 TO THE SOUTHWARD.  BOTH
 KV5487'REFERENCE MARKS CONSIST OF 3-FOOT TRUNCATED-CONICAL CONCRETE
 KV5487'MONUMENTS OF 12-INCH TOP DIAMETER, IN THE FLAT TOP OF WHICH
 KV5487'ARE A NUMBER AND A REFERENCE CROSS FILLED WITH NEAT BLACK
 KV5487'CEMENT.  THE LONGER BAR OF THE CROSS POINTS TOWARD THE STATION
 KV5487'MARK.  (SHOULD A CROSS-INTERSECTION BE SO DEFACED
 KV5487'AS TO BE RENDERED INDEFINITE THE EXACT REFERENCE MARK CENTER MAY
 KV5487'BE RECOVERED BY COLD-CHISELLING ABOUT 1 INCH DOWNWARD BELOW
 KV5487'THE MONUMENT SURFACE TO A 1/4-INCH ROUND BRASS ROD WHICH
 KV5487'EXTENDS VERTICALLY DOWNWARD 8 INCHES INTO THE MONUMENT.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0790 ***********************************************************************
 KV0790  DESIGNATION -  TRIANGULATION STATION 1
 KV0790  PID         -  KV0790
 KV0790  STATE/COUNTY-  NJ/MIDDLESEX
 KV0790  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0790
 KV0790                         *CURRENT SURVEY CONTROL
 KV0790  ___________________________________________________________________
 KV0790* NAD 83(1986)-  40 29 35.     (N)    074 16 59.     (W)     SCALED    
 KV0790* NAVD 88     -         5.634  (meters)      18.48   (feet)  ADJUSTED  
 KV0790  ___________________________________________________________________
 KV0790  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV0790  DYNAMIC HT  -           5.632 (meters)      18.48  (feet)  COMP
 KV0790  MODELED GRAV-     980,216.2   (mgal)                       NAVD 88
 KV0790
 KV0790  VERT ORDER  -  FIRST     CLASS I
 KV0790
 KV0790.The horizontal coordinates were scaled from a topographic map and have
 KV0790.an estimated accuracy of +/- 6 seconds.
 KV0790
 KV0790.The orthometric height was determined by differential leveling
 KV0790.and adjusted by the National Geodetic Survey in June 1991..
 KV0790
 KV0790.The geoid height was determined by GEOID03.
 KV0790
 KV0790.The dynamic height is computed by dividing the NAVD 88
 KV0790.geopotential number by the normal gravity value computed on the
 KV0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0790.degrees latitude (g = 980.6199 gals.).
 KV0790
 KV0790.The modeled gravity was interpolated from observed gravity values.
 KV0790
 KV0790;                    North         East    Units  Estimated Accuracy
 KV0790;SPC NJ       -   184,280.      168,390.      MT  (+/- 180 meters Scaled)
 KV0790
 KV0790                          SUPERSEDED SURVEY CONTROL
 KV0790
 KV0790  NGVD 29 (04/16/92)    5.934  (m)           19.47   (f) ADJUSTED    1 1
 KV0790
 KV0790.Superseded values are not recommended for survey control.
 KV0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0790.See file dsdata.txt to determine how the superseded data were derived.
 KV0790
 KV0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK607827(NAD 83)
 KV0790_MARKER: DD = SURVEY DISK
 KV0790_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0790_SP_SET: BRIDGE COPING
 KV0790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0790
 KV0790  HISTORY     - Date     Condition        Report By
 KV0790  HISTORY     - UNK      MONUMENTED       LOCENG
 KV0790  HISTORY     - 1952     GOOD             CGS
 KV0790  HISTORY     - 1974     GOOD             NGS
 KV0790  HISTORY     - 1978     GOOD             NGS
 KV0790
 KV0790                          STATION DESCRIPTION
 KV0790
 KV0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0790'AT SOUTH AMBOY.
 KV0790'AT SOUTH AMBOY, IN THE NORTH PART OF TOWN, AT THE SOUTH END OF THE
 KV0790'NEW YORK AND LONG BRANCH RAILROAD BRIDGE OVER RARITAN RIVER, SET
 KV0790'IN THE TOP OF THE NORTH END OF THE MASONRY COPING AT SOUTH END
 KV0790'OF BRIDGE, 6 FEET WEST OF WEST RAIL, AND ABOUT LEVEL WITH TRACK.
 KV0790
 KV0790                          STATION RECOVERY (1974)
 KV0790
 KV0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0790'RECOVERED IN GOOD CONDITION.
 KV0790
 KV0790                          STATION RECOVERY (1978)
 KV0790
 KV0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3894 ***********************************************************************
 KV3894  DESIGNATION -  TROLLEY
 KV3894  PID         -  KV3894
 KV3894  STATE/COUNTY-  NJ/BERGEN
 KV3894  USGS QUAD   -  HACKENSACK (1997)
 KV3894
 KV3894                         *CURRENT SURVEY CONTROL
 KV3894  ___________________________________________________________________
 KV3894* NAD 83(1996)-  40 52 59.49202(N)    074 02 13.85210(W)     ADJUSTED  
 KV3894* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV3894  ___________________________________________________________________
 KV3894  LAPLACE CORR-           7.56  (seconds)                    DEFLEC99
 KV3894  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KV3894
 KV3894  HORZ ORDER  -  THIRD
 KV3894
 KV3894.The horizontal coordinates were established by classical geodetic methods
 KV3894.and adjusted by the National Geodetic Survey in September 1999..
 KV3894
 KV3894.The orthometric height was scaled from a topographic map.
 KV3894
 KV3894.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3894
 KV3894.The geoid height was determined by GEOID03.
 KV3894
 KV3894;                    North         East     Units Scale Factor Converg.
 KV3894;SPC NJ       -   227,680.143   189,004.174   MT  0.99991872   +0 18 10.5
 KV3894;SPC NJ       -   746,980.60    620,091.19   sFT  0.99991872   +0 18 10.5
 KV3894;SPC NY L     -    79,568.442   296,866.257   MT  0.99999507   -0 01 27.6
 KV3894;SPC NY L     -   261,050.80    973,968.71   sFT  0.99999507   -0 01 27.6
 KV3894;UTM  18      - 4,526,236.544   581,117.880   MT  0.99968099   +0 37 48.8
 KV3894
 KV3894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3894!SPC NJ       -   1.00000473  x   0.99991872  =   0.99992345
 KV3894!SPC NY L     -   1.00000473  x   0.99999507  =   0.99999980
 KV3894!UTM  18      -   1.00000473  x   0.99968099  =   0.99968571
 KV3894
 KV3894:                Primary Azimuth Mark                     Grid Az
 KV3894:SPC NJ       -  ORI 1914                                 004 18 43.7
 KV3894:SPC NY L     -  ORI 1914                                 004 38 21.8
 KV3894:UTM  18      -  ORI 1914                                 003 59 05.4
 KV3894
 KV3894|---------------------------------------------------------------------|
 KV3894| PID    Reference Object                     Distance      Geod. Az  |
 KV3894|                                                           dddmmss.s |
 KV3894| KV3906 ORI 1914                            495.413 METERS 0043654.2 |
 KV3894| KV3907 TANI                                499.842 METERS 0361324.2 |
 KV3894| KV3909 BOGOTA RED HOUSE                    APPROX. 1.0 KM 0705818.5 |
 KV3894| CB6494 TROLLEY RM 2                                       11938     |
 KV3894| KV3895 TRESTLE                             197.314 METERS 12949     |
 KV3894| KV3897 SMITH MILL STACK                    452.456 METERS 1651817.5 |
 KV3894| KV3881 HURST                               457.030 METERS 1734922.9 |
 KV3894| KV3880 BROAD                               488.447 METERS 2015733.2 |
 KV3894| CB6493 TROLLEY RM 1                                       29654     |
 KV3894| KV3900 CAMPBELLS WALL PAPER CO CHIM        APPROX. 1.6 KM 3575213.0 |
 KV3894|---------------------------------------------------------------------|
 KV3894
 KV3894                          SUPERSEDED SURVEY CONTROL
 KV3894
 KV3894  NAD 83(1996)-  40 52 59.49190(N)    074 02 13.85221(W) AD(       ) 3
 KV3894  NAD 83(1996)-  40 52 59.49101(N)    074 02 13.85356(W) AD(       ) 3
 KV3894  NAD 83(1992)-  40 52 59.48849(N)    074 02 13.85399(W) AD(       ) 3
 KV3894  NAD 83(1986)-  40 52 59.49960(N)    074 02 13.85202(W) AD(       ) 3
 KV3894  NAD 27      -  40 52 59.13700(N)    074 02 15.35300(W) AD(       ) 3
 KV3894
 KV3894.Superseded values are not recommended for survey control.
 KV3894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3894.See file dsdata.txt to determine how the superseded data were derived.
 KV3894
 KV3894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8111826237(NAD 83)
 KV3894_MARKER: DS = TRIANGULATION STATION DISK
 KV3894_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV3894_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV3894
 KV3894  HISTORY     - Date     Condition        Report By
 KV3894  HISTORY     - 1914     MONUMENTED       CGS
 KV3894  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV3894
 KV3894                          STATION DESCRIPTION
 KV3894
 KV3894'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV3894'STATION IS ON THE W SIDE OF HACKENSACK RIVER, BETWEEN THE TRACKS
 KV3894'OF THE HUDSON RIVER LINE OF THE PUBLIC SERVICE RAILROAD COMPANY,
 KV3894'ABOUT 70 METERS (230 FEET) FROM THE W END OF BERGEN TRACTION
 KV3894'COMPANY BRIDGE, AND 4.618 METERS (15.15 FEET) FROM THE THIRD
 KV3894'TELEPHONE POLE FROM THE BRIDGE ON THE N SIDE OF THE EMBANKMENT.
 KV3894'
 KV3894'THE STATION IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP
 KV3894'OF A 4-INCH TILE PIPE SUNK FLUSH WITH SURFACE OF THE EMBANKMENT.
 KV3894'
 KV3894'REFERENCE MARK NO. 1, IS A COPPER NAIL SET IN CEMENT IN A
 KV3894'3-INCH TILE PIPE AND SUNK FLUSH WITH THE GROUND.  IT IS 16.004
 KV3894'METERS (52.51 FEET) N 55 DEG W FROM THE STATION.
 KV3894'
 KV3894'REFERENCE MARK NO. 2, 16.331 METERS (53.58 FEET) S 63 DEG E FROM
 KV3894'THE STATION, IS A CROSS AND THE LETTERS U.S. CUT IN THE
 KV3894'SOUTHERN END OF A TIE OF THE NORTHERN TRACK.
 KV3894
 KV3894                          STATION RECOVERY (1932)
 KV3894
 KV3894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3894'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1400 ***********************************************************************
 KV1400  DESIGNATION -  TRUE MERIDIAN 2 NJGS
 KV1400  PID         -  KV1400
 KV1400  STATE/COUNTY-  NJ/SOMERSET
 KV1400  USGS QUAD   -  BOUND BROOK (1995)
 KV1400
 KV1400                         *CURRENT SURVEY CONTROL
 KV1400  ___________________________________________________________________
 KV1400* NAD 83(1986)-  40 34 06.     (N)    074 36 38.     (W)     SCALED    
 KV1400* NAVD 88     -        23.954  (meters)      78.59   (feet)  ADJUSTED  
 KV1400  ___________________________________________________________________
 KV1400  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KV1400  DYNAMIC HT  -          23.943 (meters)      78.55  (feet)  COMP
 KV1400  MODELED GRAV-     980,173.7   (mgal)                       NAVD 88
 KV1400
 KV1400  VERT ORDER  -  FIRST     CLASS II
 KV1400
 KV1400.The horizontal coordinates were scaled from a topographic map and have
 KV1400.an estimated accuracy of +/- 6 seconds.
 KV1400
 KV1400.The orthometric height was determined by differential leveling
 KV1400.and adjusted by the National Geodetic Survey in June 1991..
 KV1400
 KV1400.The geoid height was determined by GEOID03.
 KV1400
 KV1400.The dynamic height is computed by dividing the NAVD 88
 KV1400.geopotential number by the normal gravity value computed on the
 KV1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1400.degrees latitude (g = 980.6199 gals.).
 KV1400
 KV1400.The modeled gravity was interpolated from observed gravity values.
 KV1400
 KV1400;                    North         East    Units  Estimated Accuracy
 KV1400;SPC NJ       -   192,620.      140,640.      MT  (+/- 180 meters Scaled)
 KV1400
 KV1400                          SUPERSEDED SURVEY CONTROL
 KV1400
 KV1400  NGVD 29 (01/10/92)   24.228  (m)           79.49   (f) ADJUSTED    1 2
 KV1400
 KV1400.Superseded values are not recommended for survey control.
 KV1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1400.See file dsdata.txt to determine how the superseded data were derived.
 KV1400
 KV1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK329909(NAD 83)
 KV1400_MARKER: Z = SEE DESCRIPTION
 KV1400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1400_SP_SET: MONUMENT
 KV1400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1400
 KV1400  HISTORY     - Date     Condition        Report By
 KV1400  HISTORY     - UNK      MONUMENTED       NJGS
 KV1400  HISTORY     - 1935     GOOD             CGS
 KV1400  HISTORY     - 1978     GOOD             NGS
 KV1400  HISTORY     - 19981115 GOOD             USPSQD
 KV1400  HISTORY     - 20031122 GOOD             USPSQD
 KV1400
 KV1400                          STATION DESCRIPTION
 KV1400
 KV1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1400'AT SOMERVILLE.
 KV1400'AT SOMERVILLE, SOMERSET COUNTY, AT THE COUNTY COURTHOUSE,
 KV1400'147 FEET NORTH OF MARK XIV TRUE MERIDIAN 1, AND AT A GRANITE
 KV1400'MONUMENT.  THE BOTTOM OF A CIRCULAR CAVITY CUT IN THE TOP OF A
 KV1400'NEW JERSEY GEODETIC SURVEY GRANITE MONUMENT.
 KV1400
 KV1400                          STATION RECOVERY (1978)
 KV1400
 KV1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1400'RECOVERED IN GOOD CONDITION.
 KV1400
 KV1400                          STATION RECOVERY (1998)
 KV1400
 KV1400'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV1400'RECOVERED IN GOOD CONDITION.
 KV1400
 KV1400                          STATION RECOVERY (2003)
 KV1400
 KV1400'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV1400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1388 ***********************************************************************
 KV1388  DESIGNATION -  TRUE MERIDIAN NORTH
 KV1388  PID         -  KV1388
 KV1388  STATE/COUNTY-  NJ/HUNTERDON
 KV1388  USGS QUAD   -  FLEMINGTON (1977)
 KV1388
 KV1388                         *CURRENT SURVEY CONTROL
 KV1388  ___________________________________________________________________
 KV1388* NAD 83(1986)-  40 30 36.     (N)    074 51 31.     (W)     SCALED    
 KV1388* NAVD 88     -        56.401  (meters)     185.04   (feet)  ADJUSTED  
 KV1388  ___________________________________________________________________
 KV1388  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KV1388  DYNAMIC HT  -          56.374 (meters)     184.95  (feet)  COMP
 KV1388  MODELED GRAV-     980,157.2   (mgal)                       NAVD 88
 KV1388
 KV1388  VERT ORDER  -  SECOND    CLASS 0
 KV1388
 KV1388.The horizontal coordinates were scaled from a topographic map and have
 KV1388.an estimated accuracy of +/- 6 seconds.
 KV1388
 KV1388.The orthometric height was determined by differential leveling
 KV1388.and adjusted by the National Geodetic Survey in June 1991..
 KV1388
 KV1388.The geoid height was determined by GEOID03.
 KV1388
 KV1388.The dynamic height is computed by dividing the NAVD 88
 KV1388.geopotential number by the normal gravity value computed on the
 KV1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1388.degrees latitude (g = 980.6199 gals.).
 KV1388
 KV1388.The modeled gravity was interpolated from observed gravity values.
 KV1388
 KV1388;                    North         East    Units  Estimated Accuracy
 KV1388;SPC NJ       -   186,200.      119,610.      MT  (+/- 180 meters Scaled)
 KV1388
 KV1388                          SUPERSEDED SURVEY CONTROL
 KV1388
 KV1388  NGVD 29 (??/??/??)   56.642  (m)          185.83   (f) ADJUSTED    2 0
 KV1388
 KV1388.Superseded values are not recommended for survey control.
 KV1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1388.See file dsdata.txt to determine how the superseded data were derived.
 KV1388
 KV1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK119843(NAD 83)
 KV1388_MARKER: Z = SEE DESCRIPTION
 KV1388_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV1388_SP_SET: IRON POST
 KV1388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1388+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005
 KV1388
 KV1388  HISTORY     - Date     Condition        Report By
 KV1388  HISTORY     - UNK      MONUMENTED       USGS
 KV1388  HISTORY     - 1942     GOOD             CGS
 KV1388  HISTORY     - 20020610 GOOD             INDIV
 KV1388  HISTORY     - 20050818 GOOD             GEOCAC
 KV1388
 KV1388                          STATION DESCRIPTION
 KV1388
 KV1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1388'AT FLEMINGTON.
 KV1388'AT FLEMINGTON, HUNTERDON COUNTY, 60 FEET NORTH OF THE COUNTY
 KV1388'COURTHOUSE, AND AT THE WEST SIDE OF THE SIDEWALK. TOP OF IRON POST.
 KV1388
 KV1388                          STATION RECOVERY (2002)
 KV1388
 KV1388'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JK)
 KV1388'RECOVERED IN GOOD CONDITION.
 KV1388
 KV1388                          STATION RECOVERY (2005)
 KV1388
 KV1388'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 KV1388'HANDHELD COORDINATES ARE N40-30-38.52 W074-51-32.64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1386 ***********************************************************************
 KV1386  DESIGNATION -  TRUE MERIDIAN SOUTH
 KV1386  PID         -  KV1386
 KV1386  STATE/COUNTY-  NJ/HUNTERDON
 KV1386  USGS QUAD   -  FLEMINGTON (1977)
 KV1386
 KV1386                         *CURRENT SURVEY CONTROL
 KV1386  ___________________________________________________________________
 KV1386* NAD 83(1986)-  40 30 35.     (N)    074 51 31.     (W)     SCALED    
 KV1386* NAVD 88     -        56.527  (meters)     185.46   (feet)  ADJUSTED  
 KV1386  ___________________________________________________________________
 KV1386  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KV1386  DYNAMIC HT  -          56.500 (meters)     185.37  (feet)  COMP
 KV1386  MODELED GRAV-     980,157.2   (mgal)                       NAVD 88
 KV1386
 KV1386  VERT ORDER  -  SECOND    CLASS 0
 KV1386
 KV1386.The horizontal coordinates were scaled from a topographic map and have
 KV1386.an estimated accuracy of +/- 6 seconds.
 KV1386
 KV1386.The orthometric height was determined by differential leveling
 KV1386.and adjusted by the National Geodetic Survey in June 1991..
 KV1386.WARNING-Repeat measurements at this control monument indicate possible
 KV1386.vertical movement.
 KV1386
 KV1386.The geoid height was determined by GEOID03.
 KV1386
 KV1386.The dynamic height is computed by dividing the NAVD 88
 KV1386.geopotential number by the normal gravity value computed on the
 KV1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1386.degrees latitude (g = 980.6199 gals.).
 KV1386
 KV1386.The modeled gravity was interpolated from observed gravity values.
 KV1386
 KV1386;                    North         East    Units  Estimated Accuracy
 KV1386;SPC NJ       -   186,170.      119,610.      MT  (+/- 180 meters Scaled)
 KV1386
 KV1386                          SUPERSEDED SURVEY CONTROL
 KV1386
 KV1386  NGVD 29 (??/??/??)   56.768  (m)          186.25   (f) ADJUSTED    2 0
 KV1386
 KV1386.Superseded values are not recommended for survey control.
 KV1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1386.See file dsdata.txt to determine how the superseded data were derived.
 KV1386
 KV1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK119843(NAD 83)
 KV1386_MARKER: Z = SEE DESCRIPTION
 KV1386_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV1386_SP_SET: IRON POST
 KV1386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1386+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005
 KV1386
 KV1386  HISTORY     - Date     Condition        Report By
 KV1386  HISTORY     - UNK      MONUMENTED       USGS
 KV1386  HISTORY     - 1942     GOOD             CGS
 KV1386  HISTORY     - 20020610 GOOD             INDIV
 KV1386  HISTORY     - 20050818 GOOD             GEOCAC
 KV1386
 KV1386                          STATION DESCRIPTION
 KV1386
 KV1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1386'AT FLEMINGTON.
 KV1386'AT FLEMINGTON, HUNTERDON COUNTY, AT THE SOUTHEAST CORNER OF THE
 KV1386'COUNTY COURTHOUSE SIDEWALK, AT AN IRON POST, AND ABOUT 4 FEET
 KV1386'ABOVE THE WALK. TOP OF POST SCREWS OFF, POINT IS BENEATH THAT.
 KV1386
 KV1386                          STATION RECOVERY (2002)
 KV1386
 KV1386'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JK)
 KV1386'RECOVERED IN GOOD CONDITION.
 KV1386
 KV1386                          STATION RECOVERY (2005)
 KV1386
 KV1386'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 KV1386'HANDHELD COORDINATES ARE N40-30-37.08 W074-51-32.64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4250 ***********************************************************************
 KV4250  DESIGNATION -  TRUST
 KV4250  PID         -  KV4250
 KV4250  STATE/COUNTY-  NJ/HUDSON
 KV4250  USGS QUAD   -  JERSEY CITY (1981)
 KV4250
 KV4250                         *CURRENT SURVEY CONTROL
 KV4250  ___________________________________________________________________
 KV4250* NAD 83(1996)-  40 43 49.96295(N)    074 03 54.90085(W)     ADJUSTED  
 KV4250* NAVD 88     -        73.8    (meters)     242.     (feet)  VERTCON   
 KV4250  ___________________________________________________________________
 KV4250  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 KV4250  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KV4250
 KV4250  HORZ ORDER  -  FIRST
 KV4250
 KV4250.The horizontal coordinates were established by classical geodetic methods
 KV4250.and adjusted by the National Geodetic Survey in September 1999..
 KV4250
 KV4250.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV4250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV4250
 KV4250.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4250
 KV4250.The geoid height was determined by GEOID03.
 KV4250
 KV4250;                    North         East     Units Scale Factor Converg.
 KV4250;SPC NJ       -   210,718.166   186,722.689   MT  0.99991659   +0 17 01.2
 KV4250;SPC NJ       -   691,331.18    612,606.02   sFT  0.99991659   +0 17 01.2
 KV4250;SPC NY L     -    62,618.434   294,487.880   MT  0.99999707   -0 02 33.6
 KV4250;SPC NY L     -   205,440.65    966,165.65   sFT  0.99999707   -0 02 33.6
 KV4250;UTM  18      - 4,509,265.885   578,933.695   MT  0.99967669   +0 36 35.8
 KV4250
 KV4250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4250!SPC NJ       -   0.99999345  x   0.99991659  =   0.99991004
 KV4250!SPC NY L     -   0.99999345  x   0.99999707  =   0.99999052
 KV4250!UTM  18      -   0.99999345  x   0.99967669  =   0.99967014
 KV4250
 KV4250|---------------------------------------------------------------------|
 KV4250| PID    Reference Object                     Distance      Geod. Az  |
 KV4250|                                                           dddmmss.s |
 KV4250| CB6496 TRUST RM 2                            4.080 METERS 00623     |
 KV4250| KV4132 WEEHAWKEN 1969                      APPROX. 6.2 KM 0375206.2 |
 KV4250| KV4351 TRUST RM 3                           23.918 METERS 13504     |
 KV4250| KV4336 BERGEN DUTCH REFORMED CH 1855       439.424 METERS 2053341.1 |
 KV4250| CB6495 TRUST RM 1                            3.100 METERS 27824     |
 KV4250| KV4249 TRUST ECC 1933                        2.599 METERS 31004     |
 KV4250|---------------------------------------------------------------------|
 KV4250
 KV4250                          SUPERSEDED SURVEY CONTROL
 KV4250
 KV4250  NAD 83(1996)-  40 43 49.96290(N)    074 03 54.90092(W) AD(       ) 1
 KV4250  NAD 83(1996)-  40 43 49.96166(N)    074 03 54.90252(W) AD(       ) 1
 KV4250  NAD 83(1992)-  40 43 49.96095(N)    074 03 54.90316(W) AD(       ) 1
 KV4250  NAD 83(1986)-  40 43 49.96270(N)    074 03 54.90316(W) AD(       ) 1
 KV4250  NAD 27      -  40 43 49.59500(N)    074 03 56.39300(W) AD(       ) 1
 KV4250  NGVD 29 (07/19/86)   74.1    (m)          243.     (f) VERT ANG       
 KV4250
 KV4250.Superseded values are not recommended for survey control.
 KV4250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4250.See file dsdata.txt to determine how the superseded data were derived.
 KV4250
 KV4250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7893409266(NAD 83)
 KV4250_MARKER: Z = SEE DESCRIPTION
 KV4250_SETTING: 0 = UNSPECIFIED SETTING
 KV4250
 KV4250  HISTORY     - Date     Condition        Report By
 KV4250  HISTORY     - 1933     MONUMENTED       CGS
 KV4250  HISTORY     - 1969     SEE DESCRIPTION  CGS
 KV4250  HISTORY     - 1971     GOOD             LOCENG
 KV4250
 KV4250                          STATION DESCRIPTION
 KV4250
 KV4250'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JB)
 KV4250'STATION IS ON THE BUILDING OF THE TRUST COMPANY OF NEW JERSEY
 KV4250'AT BERGEN AVENUE AND JOURNAL SQUARE.  ON THE W CORNER OF THE
 KV4250'MAIN ROOF.
 KV4250'
 KV4250'STATION IS MARKED BY A CROSS SCRATCHED IN THE TILE ROOFING
 KV4250'WHICH IS 2.442 METERS (8.01 FEET) INSIDE THE NW RAILING, 2.490
 KV4250'METERS (8.17 FEET) INSIDE THE SW RAILING, 14.54 METERS (47.7 FEET)
 KV4250'FROM THE NW CORNER OF THE MOTOR ROOM, 10.96 METERS (35.96 FEET)
 KV4250'FROM THE SW CORNER.
 KV4250'
 KV4250'A STANDARD C. AND G.S. TRIANGULATION MARK STAMPED TRUST ECC 1933
 KV4250'WAS PLACED IN THE TOP OF THE NW RAILING 2.611 METERS FROM THE
 KV4250'STATION.
 KV4250'
 KV4250'TWO STANDARD C. AND G.S. REFERENCE MARKS WERE PLACED IN THE
 KV4250'TOP OF THE NW RAILING, NO.1, 1933 S OF TRUST ECC. AND NO.2,
 KV4250'1933 N OF TRUST ECC.
 KV4250
 KV4250                          STATION RECOVERY (1969)
 KV4250
 KV4250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EBK)
 KV4250'STATION TRUST ECC 1933, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 KV4250'DESCRIBED IN 1933.  THE ORIGINAL POINT FOR STATION TRUST 1933
 KV4250'WAS NOT RECOVERED.  THIS POINT WAS MARKED BY A SCRATCHED CROSS ON
 KV4250'A TILE ROOF WHICH HAS SINCE BEEN RECOVERED BY A TAR PAPER ROOF.
 KV4250'THE ORIGINAL LOCATION OF THE STATION WAS FOUND BY USING
 KV4250'MEASUREMENTS TO THE REFERENCE MARKS AND STATION TRUST ECC 1933.
 KV4250'THE STATION IS NOW MARKED BY A SCRATCHED CROSS ON THE TAR PAPER
 KV4250'ROOF.
 KV4250'
 KV4250'REFERENCE MARK NO 3 WAS ESTABLISHED AT THIS TIME.  IT IS A
 KV4250'STANDARD REFERENCE MARK DISK STAMPED TRUST NO.3 1933 1969,
 KV4250'FASTENED TO THE ROOF WITH TAR.  THE MARK IS COVERED BY A LINCOLN
 KV4250'CAP THAT PROJECTS 5 INCHES ABOVE THE ROOF AND IS ALSO TARED TO THE
 KV4250'ROOF OF THE BUILDING.  THE MARK IS 33.6 FEET SOUTHEAST OF THE
 KV4250'SOUTHEAST CORNER OF A MOTOR ROOM, 5.77 WEST OF THE EAST WALL OF
 KV4250'THE BUILDING AT ROOF LEVEL, 3.80 FEET NORTH OF THE SOUTH WALL
 KV4250'OF THE BUILDING AT ROOF LEVEL, 1.8 FEET WEST OF THE CENTER OF A
 KV4250'ROOF DRAIN AND AT THE SOUTHEAST END OF METAL FRAMEWORK
 KV4250'WHICH SUPPORTS A LARGE SIGN.
 KV4250
 KV4250                          STATION RECOVERY (1971)
 KV4250
 KV4250'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (CHP)
 KV4250'RECOVERED BY POKORNY.
 KV4250'
 KV4250'FOUND AS DESCRIBED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4249 ***********************************************************************
 KV4249  DESIGNATION -  TRUST ECC 1933
 KV4249  PID         -  KV4249
 KV4249  STATE/COUNTY-  NJ/HUDSON
 KV4249  USGS QUAD   -  JERSEY CITY (1981)
 KV4249
 KV4249                         *CURRENT SURVEY CONTROL
 KV4249  ___________________________________________________________________
 KV4249* NAD 83(1996)-  40 43 50.01720(N)    074 03 54.98562(W)     ADJUSTED  
 KV4249* NAVD 88     -        74.8    (meters)     245.     (feet)  VERTCON   
 KV4249  ___________________________________________________________________
 KV4249  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 KV4249  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KV4249
 KV4249  HORZ ORDER  -  SECOND
 KV4249
 KV4249.The horizontal coordinates were established by classical geodetic methods
 KV4249.and adjusted by the National Geodetic Survey in September 1999..
 KV4249
 KV4249.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV4249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV4249
 KV4249.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4249
 KV4249.The geoid height was determined by GEOID03.
 KV4249
 KV4249;                    North         East     Units Scale Factor Converg.
 KV4249;SPC NJ       -   210,719.829   186,720.691   MT  0.99991659   +0 17 01.2
 KV4249;SPC NJ       -   691,336.64    612,599.47   sFT  0.99991659   +0 17 01.2
 KV4249;SPC NY L     -    62,620.109   294,485.892   MT  0.99999707   -0 02 33.7
 KV4249;SPC NY L     -   205,446.14    966,159.13   sFT  0.99999707   -0 02 33.7
 KV4249;UTM  18      - 4,509,267.536   578,931.689   MT  0.99967668   +0 36 35.8
 KV4249
 KV4249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4249!SPC NJ       -   0.99999329  x   0.99991659  =   0.99990988
 KV4249!SPC NY L     -   0.99999329  x   0.99999707  =   0.99999036
 KV4249!UTM  18      -   0.99999329  x   0.99967668  =   0.99966997
 KV4249
 KV4249                          SUPERSEDED SURVEY CONTROL
 KV4249
 KV4249  NAD 83(1996)-  40 43 50.01715(N)    074 03 54.98568(W) AD(       ) 2
 KV4249  NAD 83(1996)-  40 43 50.01592(N)    074 03 54.98728(W) AD(       ) 2
 KV4249  NAD 83(1992)-  40 43 50.01520(N)    074 03 54.98792(W) AD(       ) 2
 KV4249  NAD 83(1986)-  40 43 50.01692(N)    074 03 54.98788(W) AD(       ) 2
 KV4249  NAD 27      -  40 43 49.65000(N)    074 03 56.47800(W) AD(       ) 2
 KV4249  NGVD 29 (07/19/86)   75.1    (m)          246.     (f) VERT ANG       
 KV4249
 KV4249.Superseded values are not recommended for survey control.
 KV4249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4249.See file dsdata.txt to determine how the superseded data were derived.
 KV4249
 KV4249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7893209268(NAD 83)
 KV4249_MARKER: DS = TRIANGULATION STATION DISK
 KV4249_SETTING: 0 = UNSPECIFIED SETTING
 KV4249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4249
 KV4249  HISTORY     - Date     Condition        Report By
 KV4249  HISTORY     - 1933     MONUMENTED       CGS
 KV4249
 KV4249                          STATION DESCRIPTION
 KV4249
 KV4249'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KV4249'STATION IS ON THE BUILDING OF THE TRUST COMPANY OF NEW JERSEY
 KV4249'AT BERGEN AVENUE AND JOURNAL SQUARE.  ON THE W CORNER OF THE
 KV4249'MAIN ROOF.
 KV4249'
 KV4249'A STANDARD C. AND G.S. TRIANGULATION MARK STAMPED TRUST ECC 1933
 KV4249'WAS PLACED IN THE TOP OF THE NW RAILING 2.611 METERS FROM
 KV4249'STATION TRUST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4351 ***********************************************************************
 KV4351  DESIGNATION -  TRUST RM 3
 KV4351  PID         -  KV4351
 KV4351  STATE/COUNTY-  NJ/HUDSON
 KV4351  USGS QUAD   -  JERSEY CITY (1981)
 KV4351
 KV4351                         *CURRENT SURVEY CONTROL
 KV4351  ___________________________________________________________________
 KV4351* NAD 83(1996)-  40 43 49.41411(N)    074 03 54.18086(W)     ADJUSTED  
 KV4351* NAVD 88     -        73.8    (meters)     242.     (feet)  VERTCON   
 KV4351  ___________________________________________________________________
 KV4351  LAPLACE CORR-           5.87  (seconds)                    DEFLEC99
 KV4351  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KV4351
 KV4351  HORZ ORDER  -  FIRST
 KV4351
 KV4351.The horizontal coordinates were established by classical geodetic methods
 KV4351.and adjusted by the National Geodetic Survey in September 1999..
 KV4351
 KV4351.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV4351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV4351
 KV4351.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4351
 KV4351.The geoid height was determined by GEOID03.
 KV4351
 KV4351;                    North         East     Units Scale Factor Converg.
 KV4351;SPC NJ       -   210,701.321   186,739.666   MT  0.99991661   +0 17 01.7
 KV4351;SPC NJ       -   691,275.92    612,661.72   sFT  0.99991661   +0 17 01.7
 KV4351;SPC NY L     -    62,601.491   294,504.762   MT  0.99999707   -0 02 33.2
 KV4351;SPC NY L     -   205,385.06    966,221.04   sFT  0.99999707   -0 02 33.2
 KV4351;UTM  18      - 4,509,249.141   578,950.764   MT  0.99967672   +0 36 36.3
 KV4351
 KV4351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4351!SPC NJ       -   0.99999345  x   0.99991661  =   0.99991006
 KV4351!SPC NY L     -   0.99999345  x   0.99999707  =   0.99999052
 KV4351!UTM  18      -   0.99999345  x   0.99967672  =   0.99967017
 KV4351
 KV4351:                Primary Azimuth Mark                     Grid Az
 KV4351:SPC NJ       -  EMPIRE STATE 1969                        073 00 16.1
 KV4351:SPC NY L     -  EMPIRE STATE 1969                        073 19 51.0
 KV4351:UTM  18      -  EMPIRE STATE 1969                        072 40 41.5
 KV4351
 KV4351|---------------------------------------------------------------------|
 KV4351| PID    Reference Object                     Distance      Geod. Az  |
 KV4351|                                                           dddmmss.s |
 KV4351| KU3601 EMPIRE STATE 1969                   APPROX. 7.0 KM 0731717.8 |
 KV4351| KV4373 FEDERAL                             APPROX. 5.4 KM 1072749.5 |
 KV4351| CB6495 TRUST RM 1                           26.467 METERS 31103     |
 KV4351| KV4249 TRUST ECC 1933                       26.509 METERS 31434     |
 KV4351| KV4250 TRUST                                23.918 METERS 31504     |
 KV4351| CB6496 TRUST RM 2                           26.638 METERS 32155     |
 KV4351|---------------------------------------------------------------------|
 KV4351
 KV4351                          SUPERSEDED SURVEY CONTROL
 KV4351
 KV4351  NAD 83(1996)-  40 43 49.41406(N)    074 03 54.18093(W) AD(       ) 1
 KV4351  NAD 83(1996)-  40 43 49.41283(N)    074 03 54.18252(W) AD(       ) 1
 KV4351  NAD 83(1992)-  40 43 49.41212(N)    074 03 54.18317(W) AD(       ) 1
 KV4351  NAD 83(1986)-  40 43 49.41385(N)    074 03 54.18314(W) AD(       ) 1
 KV4351  NAD 27      -  40 43 49.04680(N)    074 03 55.67320(W) AD(       ) 1
 KV4351  NGVD 29 (07/19/86)   74.1    (m)          243.     (f) VERT ANG       
 KV4351
 KV4351.Superseded values are not recommended for survey control.
 KV4351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4351.See file dsdata.txt to determine how the superseded data were derived.
 KV4351
 KV4351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7895109249(NAD 83)
 KV4351_MARKER: DR = REFERENCE MARK DISK
 KV4351_SETTING: 0 = UNSPECIFIED SETTING
 KV4351
 KV4351  HISTORY     - Date     Condition        Report By
 KV4351  HISTORY     - 1969     MONUMENTED       CGS
 KV4351
 KV4351                          STATION DESCRIPTION
 KV4351
 KV4351'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (EBK)
 KV4351'THE STATION IS LOCATED IN NEW JERSEY AT BERGEN AVENUE AND JOURNAL
 KV4351'SQUARE ON THE ROOF OF THE TRUST COMPANY OF NEW JERSEY BUILDING.
 KV4351'
 KV4351'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 KV4351'TRUST NO 3 1933 1969, FASTENED TO THE ROOF WITH TAR.  THE MARK
 KV4351'IS COVERED BY A LINCOLN CAP THAT PROJECTS 5 INCHES ABOVE THE
 KV4351'ROOF AND IS ALSO TARED TO THE ROOF OF THE BUILDING.  IT IS
 KV4351'33.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A MOTOR ROOM,
 KV4351'5.77 FEET WEST OF THE EAST WALL OF THE BUILDING AT ROOF LEVEL,
 KV4351'3.80 FEET NORTH OF THE SOUTH WALL OF THE BUILDING AT ROOF
 KV4351'LEVEL, 1.8 FEET WEST OF THE CENTER OF A ROOF DRAIN AND AT THE
 KV4351'SOUTHEAST END OF METAL FRAMEWORK WHICH SUPPORTS A LARGE SIGN.
 KV4351'
 KV4351'TRUST ECC 1933 IS A STANDARD STATION MARK DISK SET IN A DRILL
 KV4351'HOLE IN THE NORTHWEST PARAPET OF THE BUILDING.
 KV4351'
 KV4351'REFERENCE MARK 1 IS A STANDARD DISK STAMPED TRUST NO 1 1933,
 KV4351'SET IN A DRILL HOLE IN THE TOP OF THE NORTHWEST PARAPET OF
 KV4351'THE BUILDING.
 KV4351'
 KV4351'REFERENCE MARK 2 IS A STANDARD DISK STAMPED TRUST NO 2 1933, SET
 KV4351'IN A DRILL HOLE IN THE TOP OF THE NORTHWEST PARAPET OF THE BUILDING.
 KV4351'
 KV4351'TRUST 1933 IS MARKED BY A SCRATCHED CROSS IN THE TAR PAPER ROOF
 KV4351'OF THE BUILDING.  IT IS 78.46 FEET NORTHWEST OF REFERENCE MARK
 KV4351'NUMBER 3, 10.17 FEET EAST OF REFERENCE MARK NUMBER 1, 13.39 FEET
 KV4351'SOUTH OF REFERENCE MARK NUMBER 2 AND 8.51 FEET SOUTHEAST OF
 KV4351'STATION TRUST ECC 1933.
 KV4351'
 KV4351'HEIGHT OF LIGHT ABOVE STATION MARK 2.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1102 ***********************************************************************
 KV1102  CBN         -  This is a Cooperative Base Network Control Station.
 KV1102  PACS        -  This is a Primary Airport Control Station.
 KV1102  DESIGNATION -  TTN ARP
 KV1102  PID         -  KV1102
 KV1102  STATE/COUNTY-  NJ/MERCER
 KV1102  USGS QUAD   -  PENNINGTON (1995)
 KV1102
 KV1102                         *CURRENT SURVEY CONTROL
 KV1102  ___________________________________________________________________
 KV1102* NAD 83(1996)-  40 16 33.56469(N)    074 48 53.28207(W)     ADJUSTED  
 KV1102* NAVD 88     -        56.223  (meters)     184.46   (feet)  ADJUSTED  
 KV1102  ___________________________________________________________________
 KV1102  X           -   1,276,425.258 (meters)                     COMP
 KV1102  Y           -  -4,702,826.462 (meters)                     COMP
 KV1102  Z           -   4,101,428.351 (meters)                     COMP
 KV1102  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 KV1102  ELLIP HEIGHT-          22.78  (meters)          (09/24/01) GPS OBS
 KV1102  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KV1102  DYNAMIC HT  -          56.197 (meters)     184.37  (feet)  COMP
 KV1102  MODELED GRAV-     980,161.1   (mgal)                       NAVD 88
 KV1102
 KV1102  HORZ ORDER  -  B
 KV1102  VERT ORDER  -  FIRST     CLASS I
 KV1102  ELLP ORDER  -  FOURTH    CLASS I
 KV1102
 KV1102.This mark is at Mercer County Airport (TTN)
 KV1102
 KV1102.The horizontal coordinates were established by GPS observations
 KV1102.and adjusted by the National Geodetic Survey in September 2001..
 KV1102
 KV1102.The orthometric height was determined by differential leveling
 KV1102.and adjusted by the National Geodetic Survey in June 1991..
 KV1102
 KV1102.Photographs are available for this station.
 KV1102
 KV1102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1102
 KV1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1102
 KV1102.The ellipsoidal height was determined by GPS observations
 KV1102.and is referenced to NAD 83.
 KV1102
 KV1102.The geoid height was determined by GEOID03.
 KV1102
 KV1102.The dynamic height is computed by dividing the NAVD 88
 KV1102.geopotential number by the normal gravity value computed on the
 KV1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1102.degrees latitude (g = 980.6199 gals.).
 KV1102
 KV1102.The modeled gravity was interpolated from observed gravity values.
 KV1102
 KV1102;                    North         East     Units Scale Factor Converg.
 KV1102;SPC NJ       -   160,204.089   123,229.159   MT  0.99990882   -0 12 12.6
 KV1102;SPC NJ       -   525,602.92    404,294.33   sFT  0.99990882   -0 12 12.6
 KV1102;SPC PA S     -   108,815.597   849,581.069   MT  0.99996413   +1 54 15.6
 KV1102;SPC PA S     -   357,005.84  2,787,333.89   sFT  0.99996413   +1 54 15.6
 KV1102;UTM  18      - 4,458,406.613   515,744.743   MT  0.99960305   +0 07 11.0
 KV1102
 KV1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1102!SPC NJ       -   0.99999643  x   0.99990882  =   0.99990525
 KV1102!SPC PA S     -   0.99999643  x   0.99996413  =   0.99996056
 KV1102!UTM  18      -   0.99999643  x   0.99960305  =   0.99959948
 KV1102
 KV1102|---------------------------------------------------------------------|
 KV1102| PID    Reference Object                     Distance      Geod. Az  |
 KV1102|                                                           dddmmss.s |
 KV1102| AB6582 TTN ARP 2                           222.694 METERS 03433     |
 KV1102|---------------------------------------------------------------------|
 KV1102
 KV1102                          SUPERSEDED SURVEY CONTROL
 KV1102
 KV1102  NAD 83(1992)-  40 16 33.56553(N)    074 48 53.28252(W) AD(       ) B
 KV1102  ELLIP H (03/24/98)   22.83   (m)                       GP(       ) 4 1
 KV1102  NAD 83(1992)-  40 16 33.56391(N)    074 48 53.28173(W) AD(       ) 1
 KV1102  ELLIP H (12/16/96)   22.73   (m)                       GP(       ) 2 1
 KV1102  NAD 83(1993)-  40 16 33.56549(N)    074 48 53.28249(W) AD(       ) B
 KV1102  ELLIP H (11/22/95)   22.83   (m)                       GP(       ) 1 1
 KV1102  NAD 83(1986)-  40 16 33.56383(N)    074 48 53.28432(W) AD(       ) 1
 KV1102  NAVD 88 (11/22/95)   56.22   (m)          184.4    (f) LEVELING    3  
 KV1102  NGVD 29 (01/10/92)   56.525  (m)          185.45   (f) ADJUSTED    1 1
 KV1102
 KV1102.Superseded values are not recommended for survey control.
 KV1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1102.See file dsdata.txt to determine how the superseded data were derived.
 KV1102
 KV1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1574558407(NAD 83)
 KV1102_MARKER: DT = TOPOGRAPHIC STATION DISK
 KV1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1102_SP_SET: CONCRETE POST
 KV1102_STAMPING: ARP 1953
 KV1102_MARK LOGO: CGS   
 KV1102_PROJECTION: FLUSH
 KV1102_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1102+STABILITY: SURFACE MOTION
 KV1102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1102+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2004
 KV1102
 KV1102  HISTORY     - Date     Condition        Report By
 KV1102  HISTORY     - 1953     MONUMENTED       CGS
 KV1102  HISTORY     - 1963     GOOD             CGS
 KV1102  HISTORY     - 1972     GOOD             NGS
 KV1102  HISTORY     - 1977     GOOD             NGS
 KV1102  HISTORY     - 19881211 GOOD             NJGS
 KV1102  HISTORY     - 19900402 GOOD             NJGS
 KV1102  HISTORY     - 19900415 GOOD             NGS
 KV1102  HISTORY     - 19940826 GOOD             NGS
 KV1102  HISTORY     - 19960322 GOOD             NJGS
 KV1102  HISTORY     - 19961108 GOOD             NGS
 KV1102  HISTORY     - 19961125 GOOD             NJGS
 KV1102  HISTORY     - 20000626 GOOD             NGS
 KV1102  HISTORY     - 20041018 GOOD             NGS
 KV1102
 KV1102                          STATION DESCRIPTION
 KV1102
 KV1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HJB)
 KV1102'THE STATION IS LOCATED AT MERCER COUNTY AIRPORT, 693 FT (211.2 M)
 KV1102'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE CONTROL TOWER, 494 FT
 KV1102'(150.6 M) SOUTHWEST OF CONCRETE PAD OF ABANDONED TVOR SITE, 270 FT
 KV1102'(82.3 M) NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY 6-24 MEASURED
 KV1102'PARALLEL TO RUNWAY 16-34 AND 1 FOOT (0.3 M) NORTHEAST OF A WOODEN
 KV1102'WITNESS POST.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED ARP
 KV1102'1953 AND SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 KV1102
 KV1102                          STATION RECOVERY (1963)
 KV1102
 KV1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KV1102'AT MERCER COUNTY AIRPORT.
 KV1102'AT THE MERCER COUNTY AIRPORT, NEAR THE CENTER OF THE AIRPORT,
 KV1102'0.15 MILE WEST OF THE INTERSECTION OF RUNWAYS 6-24 AND 16-34,
 KV1102'696 FEET SOUTH OF THE SOUTHWEST CORNER OF THE LARGE NEW CONTROL
 KV1102'TOWER, 270 FEET NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY 6-24,
 KV1102'96 1/2 FEET NORTHWEST OF THE CENTER OF AN 18-INCH MAN HOLE
 KV1102'COVER FOR A STORM DRAIN, 1 1/2 FEET NORTHEAST OF A WOODEN
 KV1102'WITNESS POST, ABOUT LEVEL WITH THE RUNWAY AND SET IN THE TOP OF
 KV1102'A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 KV1102'GROUND.
 KV1102
 KV1102                          STATION RECOVERY (1972)
 KV1102
 KV1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KV1102'RECOVERED IN GOOD CONDITION.
 KV1102
 KV1102                          STATION RECOVERY (1977)
 KV1102
 KV1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KV1102'RECOVERED IN GOOD CONDITION.
 KV1102
 KV1102                          STATION RECOVERY (1988)
 KV1102
 KV1102'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1102'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1102'AT THE MERCER COUNTY AIRPORT, NEAR THE CENTER POINT IN THE INFIELD OF
 KV1102'THE RUNWAY COMPLEX, 0.24 KM (0.15 MI) WEST OF THE INTERSECTION OF
 KV1102'RUNWAYS 6 24 AND 16 34, 212.1 M (695.9 FT) SOUTH OF THE SOUTHWEST
 KV1102'CORNER OF THE CONTROL TOWER, 82.3 M (270.0 FT) NORTHWEST OF THE
 KV1102'NORTHWEST EDGE OF RUNWAY 6 24, 29.41 M (96.5 FT) NORTHWEST OF THE
 KV1102'CENTER OF AN EIGHTEEN INCH MANHOLE COVER FOR A STORM DRAIN, 0.46 M
 KV1102'(1.5 FT) NORTHEAST OF A WOODEN WITNESS POST, 0.34 M (1.1 FT) SOUTHWEST
 KV1102'OF A CARSONITE WITNESS POST, 143.3 M (470.1 FT) SOUTHWEST OF A WIND
 KV1102'DIRECTION VANE, 122.5 M (401.9 FT) SOUTH OF A WINDSOCK, SET FLUSH WITH
 KV1102'THE GROUND. PERMISSION TO OCCUPY STATION MUST BE OBTAINED FOR THE
 KV1102'AIRPORT SECURITY OFFICE.
 KV1102
 KV1102                          STATION RECOVERY (1990)
 KV1102
 KV1102'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV1102'RECOVERD AS DECRIBED AS IN LEVEL PROJECT L25171 BY NJGS.
 KV1102
 KV1102                          STATION RECOVERY (1990)
 KV1102
 KV1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (ARB)
 KV1102'RECOVERED AS DESCRIBED.
 KV1102
 KV1102                          STATION RECOVERY (1994)
 KV1102
 KV1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 KV1102'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHWEST OF TRENTON, AT
 KV1102'THE MERCER COUNTY AIRPORT, NEAR THE CENTER OF THE AIRFIELD.
 KV1102'OWNERSHIP--COUNTY OF MERCER.  CONTACT AIRPORT MANAGER, JOESEPH D.
 KV1102'MCKELVEY, SCOTCH ROAD, WEST TRENTON, NEW JERSEY 08628.  PHONE
 KV1102'609-882-1600.
 KV1102' 
 KV1102'TO REACH THE STATION FROM THE TERMINAL BUILDING, ENTER THE GATE,
 KV1102'LOCATED 60.9 M (199.8 FT) NORTH NORTHEAST OF THE TERMINAL BUILDING ON
 KV1102'THE CONTROL TOWER ACCESS ROAD, PROCEED STRAIGHT, EAST ON THE ACCESS
 KV1102'ROAD FOR 0.05 MI (0.08 KM) TO THE BASE OF THE TOWER, TURN RIGHT, SOUTH
 KV1102'SOUTHEAST AND GO 0.1 MI (0.2 KM) TO THE STATION 386.2 FT (117.7 M)
 KV1102'SOUTHWEST OF A WINDSOCK.
 KV1102' 
 KV1102'LOCATED 695.9 FT (212.1 M) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF
 KV1102'THE CONTROL TOWER, 494 FT (150.6 M) SOUTHWEST OF THE CONCRETE PAD OF
 KV1102'ABANDONED TVOR SITE, 270.0 FT (82.3 M) NORTHWEST OF THE NORTHWEST EDGE
 KV1102'OF RUNWAY 6-24 MEASURED PARALLEL TO RUNWAY 16-34, 96.5 FT (29.4 M)
 KV1102'NORTHWEST OF THE CENTER OF AN EIGHTEEN INCH MANHOLE AND 1.1 FT (0.3 M)
 KV1102'SOUTHWEST OF A CARSONITE WITNESS POST.
 KV1102' 
 KV1102'DESCRIBED BY KRN.
 KV1102
 KV1102                          STATION RECOVERY (1996)
 KV1102
 KV1102'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 KV1102'RECOVERED AS DESCRIBED.
 KV1102
 KV1102                          STATION RECOVERY (1996)
 KV1102
 KV1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 KV1102'RECOVERED AS DESCRIBED.
 KV1102
 KV1102                          STATION RECOVERY (1996)
 KV1102
 KV1102'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 KV1102'RECOVERED AS DESCRIBED.
 KV1102
 KV1102                          STATION RECOVERY (2000)
 KV1102
 KV1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 KV1102'THE STATION IS LOCATED AT THE TRENTON-MERCER COUNTY AIRPORT ON
 KV1102'THE NORTHWEST SIDE OF TRENTON, ABOUT 1.3 KM (0.80 MI) SOUTHEAST OF
 KV1102'THE JUNCTION OF INTERSTATE HIGHWAY 95 AND COUNTY ROAD 579, 0.24 KM
 KV1102'(0.15 MI) SOUTH-SOUTHEAST OF THE AIR TRAFFIC CONTROL TOWER, IN THE
 KV1102'GRASSY FIELD NORTHWEST OF RUNWAY 6/24.  OWNERSHIP--MERCER
 KV1102'COUNTY. CONTACT MS MELINDA MONTGOMERY, ASSISTANT AIRPORT
 KV1102'MANAGER, ONE DAY IN ADVANCE BEFORE OCCUPYING THE STATION, PHONE
 KV1102'609-882-1601.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 KV1102'HIGHWAY 95 (EXIT 2) AND COUNTY ROAD 579 (BEAR TAVERN ROAD) LOCATED
 KV1102'ON THE NORTHWEST SIDE OF TRENTON, GO SOUTHEAST ON COUNTY ROAD
 KV1102'579 FOR 0.8 KM (0.50 MI) TO THE JUNCTION OF SAM WEINROTH ROAD ON THE
 KV1102'LEFT.  TURN LEFT, NORTHEAST ON SAM WEINROTH ROAD FOR 0.72 KM (0.45
 KV1102'MI) TO THE TERMINAL ENTRANCE ROAD ON THE RIGHT.  CONTINUE AHEAD,
 KV1102'NORTHEAST ON THE ROAD FOR 0.24 KM (0.15 MI) TO A SERVICE ROAD ON THE
 KV1102'RIGHT LEADING TO GATE 1 AND ACCESS TO THE AIR TRAFFIC CONTROL
 KV1102'TOWER AT SIGN --DO NOT ENTER-AUTHORIZED VEHICLES ONLY--.  TURN
 KV1102'RIGHT, NORTHERLY ON THE ROAD FOR 0.16 KM (0.10 MI) TO GATE NUMBER 1
 KV1102'AND THE SECURITY PHONE ON THE LEFT. CONTACT THE CONTROL TOWER
 KV1102'(PHONE NUMBER AND INSTRUCTIONS ON PHONE BOX) TO OBTAIN
 KV1102'CLEARANCE.  PASS THROUGH THE GATE AND CONTINUE AHEAD ON THE
 KV1102'ROAD FOR ABOUT 0.16 KM (0.10 MI), CROSSING TAXIWAY ALPHA, TO THE AIR
 KV1102'TRAFFIC CONTROL TOWER PARKING LOT ON THE RIGHT.  BEAR RIGHT INTO
 KV1102'THE PARKING LOT TO ITS SOUTHEAST EDGE AND THE TOWER ON THE LEFT.
 KV1102'CONTINUE AHEAD, SOUTH-SOUTHEAST ACROSS THE OPEN FIELD FOR 0.16
 KV1102'KM (0.10 MI) TO THE AWAS TOWER (WEATHER STATION) ON THE RIGHT.
 KV1102'CONTINUE AHEAD, SOUTHEASTERLY FOR 0.08 KM (0.05 MI) TO THE STATION,
 KV1102'IN THE OPEN FIELD.  THE STATION IS SET IN THE TOP OF A 25-CM ROUND
 KV1102'CONCRETE POST RECESSED 3 CM BELOW GROUND.  LOCATED 131.4 M (431.1
 KV1102'FT) SOUTHEAST OF THE AWAS TOWER, 82.3 M (270.0 FT) NORTHWEST OF THE
 KV1102'NORTHWEST EDGE OF RUNWAY 6/24, 73.77 M (242.03 FT) WEST-NORTHWEST
 KV1102'OF THE NORTHWEST FACE OF THE 3000-FT MARKER FOR RUNWAY 6/24,
 KV1102'122.23 M (401.02 FT) SOUTH OF THE WIND SOCK AND 0.3 M (1.0 FT)
 KV1102'SOUTHWEST OF A FIBERGLASS WITNESS POST.
 KV1102'
 KV1102
 KV1102                          STATION RECOVERY (2004)
 KV1102
 KV1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DRM)
 KV1102'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6582 ***********************************************************************
 AB6582  DESIGNATION -  TTN ARP 2
 AB6582  PID         -  AB6582
 AB6582  STATE/COUNTY-  NJ/MERCER
 AB6582  USGS QUAD   -  PENNINGTON (1995)
 AB6582
 AB6582                         *CURRENT SURVEY CONTROL
 AB6582  ___________________________________________________________________
 AB6582* NAD 83(1996)-  40 16 39.51159(N)    074 48 47.93680(W)     ADJUSTED  
 AB6582* NAVD 88     -        58.6    (meters)     192.     (feet)  GPS OBS   
 AB6582  ___________________________________________________________________
 AB6582  X           -   1,276,516.542 (meters)                     COMP
 AB6582  Y           -  -4,702,680.700 (meters)                     COMP
 AB6582  Z           -   4,101,569.840 (meters)                     COMP
 AB6582  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 AB6582  ELLIP HEIGHT-          25.17  (meters)          (12/06/04) GPS OBS
 AB6582  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 AB6582
 AB6582  HORZ ORDER  -  THIRD
 AB6582  ELLP ORDER  -  FOURTH    CLASS I
 AB6582
 AB6582.This mark is at Mercer County Airport (TTN)
 AB6582
 AB6582.The horizontal coordinates were established by GPS observations
 AB6582.and adjusted by the National Geodetic Survey in December 2004..
 AB6582
 AB6582.The orthometric height was determined by GPS observations and a
 AB6582.high-resolution geoid model.
 AB6582
 AB6582.Photographs are available for this station.
 AB6582
 AB6582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6582
 AB6582.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6582
 AB6582.The ellipsoidal height was determined by GPS observations
 AB6582.and is referenced to NAD 83.
 AB6582
 AB6582.The geoid height was determined by GEOID03.
 AB6582
 AB6582;                    North         East     Units Scale Factor Converg.
 AB6582;SPC NJ       -   160,387.053   123,356.075   MT  0.99990874   -0 12 09.2
 AB6582;SPC NJ       -   526,203.19    404,710.72   sFT  0.99990874   -0 12 09.2
 AB6582;UTM  18      - 4,458,590.233   515,870.587   MT  0.99960310   +0 07 14.5
 AB6582
 AB6582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6582!SPC NJ       -   0.99999605  x   0.99990874  =   0.99990479
 AB6582!UTM  18      -   0.99999605  x   0.99960310  =   0.99959915
 AB6582
 AB6582|---------------------------------------------------------------------|
 AB6582| PID    Reference Object                     Distance      Geod. Az  |
 AB6582|                                                           dddmmss.s |
 AB6582| KV1102 TTN ARP                             222.694 METERS 21433     |
 AB6582|---------------------------------------------------------------------|
 AB6582
 AB6582                          SUPERSEDED SURVEY CONTROL
 AB6582
 AB6582.No superseded survey control is available for this station.
 AB6582
 AB6582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1587158590(NAD 83)
 AB6582_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB6582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6582_STAMPING: ARP 2 1963
 AB6582_MARK LOGO: CGS   
 AB6582_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6582+STABILITY: SURFACE MOTION
 AB6582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6582+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2004
 AB6582
 AB6582  HISTORY     - Date     Condition        Report By
 AB6582  HISTORY     - 1963     MONUMENTED       CGS
 AB6582  HISTORY     - 19900415 GOOD             CGS
 AB6582  HISTORY     - 20041018 GOOD             NGS
 AB6582
 AB6582                          STATION DESCRIPTION
 AB6582
 AB6582'DESCRIBED BY COAST AND GEODETIC SURVEY 1990 (ARB)
 AB6582'THE STATION IS LOCATED AT MERCER COUNTY AIRPORT, 426.25 FT (129.92 M)
 AB6582'NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY 6-24 MEASURED PARALLEL TO
 AB6582'RUNWAY 16-34, 101.2 FT (30.8 M) SOUTHWEST OF THE SOUTHWEST EDGE OF
 AB6582'RUNWAY 16-34 MEASURED PARALLEL TO RUNWAY 6-24, 643.35 FT (196.09 M)
 AB6582'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONTROL TOWER, 236.5 FT
 AB6582'(72.1 M) NORTH-NORTHEAST OF CONCRETE PAD OF ABANDONED TVOR SITE AND
 AB6582'730.6 FT (222.7 M) NORTHEAST OF ARP 1953 THE STATION IS A STANDARD
 AB6582'TOPOGRAPHIC DISK STAMPED ARP 2 1963 AND SET IN A CONCRETE MONUMENT
 AB6582'FLUSH WITH THE GROUND.
 AB6582
 AB6582                          STATION RECOVERY (2004)
 AB6582
 AB6582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DRM)
 AB6582'THE STATION IS LOCATED AT THE TRENTON-MERCER COUNTY AIRPORT ON THE
 AB6582'NORTHWEST SIDE OF  TRENTON, ABOUT 1.3 KM (0.80 MI) SOUTHEAST OF THE
 AB6582'JUNCTION OF INTERSTATE HIGHWAY 95 AND  COUNTY ROAD 579, 0.16 KM (0.10
 AB6582'MI) NORTHEAST OF THE AIR TRAFFIC CONTROL TOWER, IN THE  GRASSY FIELD
 AB6582'SOUTHWEST OF RUNWAY 15/34.  OWNERSHIP--MERCER COUNTY. CONTACT MS
 AB6582'MELINDA MONTGOMERY, ASSISTANT AIRPORT MANAGER, ONE DAY IN ADVANCE
 AB6582'BEFORE OCCUPYING  THE STATION, PHONE 609-882-1601.
 AB6582' 
 AB6582'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 (EXIT
 AB6582'2) AND COUNTY  ROAD 579 (BEAR TAVERN ROAD) LOCATED ON THE NORTHWEST
 AB6582'SIDE OF TRENTON, GO SOUTHEAST  ON COUNTY ROAD 579 FOR 0.8 KM (0.50 MI)
 AB6582'TO THE JUNCTION OF SAM WEINROTH ROAD ON THE LEFT.   TURN LEFT,
 AB6582'NORTHEAST ON SAM WEINROTH ROAD FOR 0.72 KM (0.45 MI) TO THE TERMINAL
 AB6582'ENTRANCE  ROAD ON THE RIGHT.  CONTINUE AHEAD, NORTHEAST ON THE ROAD
 AB6582'FOR 0.24 KM (0.15 MI) TO A  SERVICE ROAD ON THE RIGHT LEADING TO GATE
 AB6582'1 AND ACCESS TO THE AIR TRAFFIC CONTROL TOWER  AT SIGN --DO NOT
 AB6582'ENTER-AUTHORIZED VEHICLES ONLY--. TURN RIGHT, NORTHERLY ON THE ROAD
 AB6582'FOR  0.16 KM (0.10 MI) TO GATE NUMBER 1 AND THE SECURITY PHONE ON THE
 AB6582'LEFT. CONTACT THE  CONTROL TOWER (PHONE NUMBER AND INSTRUCTIONS ON
 AB6582'PHONE BOX) TO OBTAIN CLEARANCE.   PASS THROUGH THE GATE AND CONTINUE
 AB6582'AHEAD ON THE ROAD FOR ABOUT 0.16 KM (0.10 MI),  CROSSING TAXIWAY
 AB6582'ALPHA, TO THE AIR TRAFFIC CONTROL TOWER PARKING LOT ON THE RIGHT.
 AB6582'BEAR RIGHT INTO THE PARKING LOT TO ITS  NORTH EDGE AND THE TOWER ON
 AB6582'THE RIGHT, CONTINUE AHEAD, NORTHEAST ACROS THE OPEN  FIELD FOR 0.16 KM
 AB6582'(0.10 MI) TO THE STATION ON THE RIGHT.
 AB6582' 
 AB6582'THE STATION IS SET IN THE TOP OF A 25-CM ROUND CONCRETE POST RECESSED
 AB6582'3 CM BELOW  GROUND.   THE STATION IS A STANDARD TOPOGRAPHIC DISK
 AB6582'STAMPED ARP 2 1963. THE STATION IS LOCATED  129.9 M (426.25 FT.)
 AB6582'NORTHWEST FROM THE EDGE OF RWY 6-24 AS MEASURED ALONG RWY 16-34, 30.8
 AB6582'M (101.2 FT.) SOUTHWEST FROM THE SOUTHWEST EDGE OF RWY 16-34, AND 72.1
 AB6582'M (236.5 FT.) NORTH- NORTHEAST OF A CONCRETE PAD FOR AN OLD TVOR SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2730 ***********************************************************************
 JU2730  DESIGNATION -  TUCKER BEACH LIGHTHOUSE
 JU2730  PID         -  JU2730
 JU2730  STATE/COUNTY-  NJ/OCEAN
 JU2730  USGS QUAD   -  TUCKERTON (1995)
 JU2730
 JU2730                         *CURRENT SURVEY CONTROL
 JU2730  ___________________________________________________________________
 JU2730* NAD 83(1996)-  39 30 22.33928(N)    074 17 06.60559(W)     ADJUSTED  
 JU2730* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU2730  ___________________________________________________________________
 JU2730  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 JU2730  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JU2730
 JU2730  HORZ ORDER  -  THIRD
 JU2730
 JU2730.The horizontal coordinates were established by classical geodetic methods
 JU2730.and adjusted by the National Geodetic Survey in September 1999..
 JU2730
 JU2730.The orthometric height was scaled from a topographic map.
 JU2730
 JU2730.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2730
 JU2730.The geoid height was determined by GEOID03.
 JU2730
 JU2730;                    North         East     Units Scale Factor Converg.
 JU2730;SPC NJ       -    74,715.958   168,474.933   MT  0.99990420   +0 08 12.0
 JU2730;SPC NJ       -   245,130.61    552,738.18   sFT  0.99990420   +0 08 12.0
 JU2730;UTM  18      - 4,373,197.071   561,455.374   MT  0.99964650   +0 27 17.1
 JU2730
 JU2730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2730!SPC NJ       -   1.00000539  x   0.99990420  =   0.99990959
 JU2730!UTM  18      -   1.00000539  x   0.99964650  =   0.99965188
 JU2730
 JU2730:                Primary Azimuth Mark                     Grid Az
 JU2730:SPC NJ       -  BRIGANTINE L S S                         208 40 33.7
 JU2730:UTM  18      -  BRIGANTINE L S S                         208 21 28.6
 JU2730
 JU2730|---------------------------------------------------------------------|
 JU2730| PID    Reference Object                     Distance      Geod. Az  |
 JU2730|                                                           dddmmss.s |
 JU2730| JU2752 BRIGANTINE L S S                    APPROX. 9.8 KM 2084845.7 |
 JU2730| JU2720 WIRELESS POLE                       APPROX. 9.4 KM 3082140.9 |
 JU2730|---------------------------------------------------------------------|
 JU2730
 JU2730                          SUPERSEDED SURVEY CONTROL
 JU2730
 JU2730  NAD 83(1986)-  39 30 22.33297(N)    074 17 06.59714(W) AD(       ) 3
 JU2730  NAD 27      -  39 30 21.91200(N)    074 17 08.07200(W) AD(       ) 3
 JU2730
 JU2730.Superseded values are not recommended for survey control.
 JU2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2730.See file dsdata.txt to determine how the superseded data were derived.
 JU2730
 JU2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6145573197(NAD 83)
 JU2730_MARKER: 13 = LIGHTHOUSE
 JU2730
 JU2730  HISTORY     - Date     Condition        Report By
 JU2730  HISTORY     - 1924     FIRST OBSERVED   CGS
 JU2730
 JU2730                          STATION DESCRIPTION
 JU2730
 JU2730'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4456 ***********************************************************************
 JU4456  DESIGNATION -  TUCKERTON
 JU4456  PID         -  JU4456
 JU4456  STATE/COUNTY-  NJ/OCEAN
 JU4456  USGS QUAD   -  WEST CREEK (1972)
 JU4456
 JU4456                         *CURRENT SURVEY CONTROL
 JU4456  ___________________________________________________________________
 JU4456* NAD 83(1996)-  39 39 15.60826(N)    074 20 40.29323(W)     ADJUSTED  
 JU4456* NAVD 88     -        20.6    (meters)      68.     (feet)  GPS OBS   
 JU4456  ___________________________________________________________________
 JU4456  X           -   1,326,938.683 (meters)                     COMP
 JU4456  Y           -  -4,734,856.392 (meters)                     COMP
 JU4456  Z           -   4,048,502.736 (meters)                     COMP
 JU4456  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 JU4456  ELLIP HEIGHT-         -12.76  (meters)          (10/23/02) GPS OBS
 JU4456  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JU4456
 JU4456  HORZ ORDER  -  FIRST
 JU4456  ELLP ORDER  -  FOURTH    CLASS I
 JU4456
 JU4456.The horizontal coordinates were established by GPS observations
 JU4456.and adjusted by the National Geodetic Survey in May 1999..
 JU4456
 JU4456.The orthometric height was determined by GPS observations and a
 JU4456.high-resolution geoid model.
 JU4456
 JU4456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4456
 JU4456.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4456
 JU4456.The ellipsoidal height was determined by GPS observations
 JU4456.and is referenced to NAD 83.
 JU4456
 JU4456.The geoid height was determined by GEOID03.
 JU4456
 JU4456;                    North         East     Units Scale Factor Converg.
 JU4456;SPC NJ       -    91,150.228   163,341.904   MT  0.99990219   +0 05 57.2
 JU4456;SPC NJ       -   299,048.71    535,897.56   sFT  0.99990219   +0 05 57.2
 JU4456;UTM  18      - 4,389,598.271   556,232.402   MT  0.99963893   +0 25 05.9
 JU4456
 JU4456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4456!SPC NJ       -   1.00000200  x   0.99990219  =   0.99990419
 JU4456!UTM  18      -   1.00000200  x   0.99963893  =   0.99964093
 JU4456
 JU4456:                Primary Azimuth Mark                     Grid Az
 JU4456:SPC NJ       -  MATHIS                                   337 58 45.9
 JU4456:UTM  18      -  MATHIS                                   337 39 37.2
 JU4456
 JU4456|---------------------------------------------------------------------|
 JU4456| PID    Reference Object                     Distance      Geod. Az  |
 JU4456|                                                           dddmmss.s |
 JU4456| JU2698 MATHIS                              APPROX. 0.6 KM 3380443.1 |
 JU4456|---------------------------------------------------------------------|
 JU4456
 JU4456                          SUPERSEDED SURVEY CONTROL
 JU4456
 JU4456  ELLIP H (05/14/99)  -12.78   (m)                       GP(       ) 4 1
 JU4456  NAD 83(1986)-  39 39 15.60210(N)    074 20 40.29002(W) AD(       ) 1
 JU4456  NAD 83(1992)-  39 39 15.60518(N)    074 20 40.29166(W) AD(       ) 1
 JU4456  ELLIP H (04/25/94)  -12.81   (m)                       GP(       ) 3 1
 JU4456
 JU4456.Superseded values are not recommended for survey control.
 JU4456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4456.See file dsdata.txt to determine how the superseded data were derived.
 JU4456
 JU4456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5623289598(NAD 83)
 JU4456_MARKER: DD = SURVEY DISK
 JU4456_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4456_SP_SET: BRIDGE SIDEWALK
 JU4456_STAMPING: TUCKERTON 1991
 JU4456_MARK LOGO: NJHA  
 JU4456_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JU4456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4456+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 JU4456
 JU4456  HISTORY     - Date     Condition        Report By
 JU4456  HISTORY     - 1991     MONUMENTED       NJHA
 JU4456  HISTORY     - 19930917 GOOD
 JU4456  HISTORY     - 19960523 GOOD             NJGS
 JU4456  HISTORY     - 20020807 GOOD             NJDEP
 JU4456
 JU4456                          STATION DESCRIPTION
 JU4456
 JU4456'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 JU4456'THE STATION IS LOCATED IN THE TOWNSHIP OF LITTLE EGG HARBOR ON THE
 JU4456'WEST SIDE OF THE BRIDGE CARRYING NORTH GREEN STREET, COUNTY ROUTE
 JU4456'539, OVER THE GARDEN STATE PARKWAY SOUTHBOUND AT INTERCHANGE 58.  TO
 JU4456'REACH THE STATION FROM THE GARDEN STATE PARKWAY, EXIT THE SOUTHBOUND
 JU4456'LANES AT INTERCHANGE 58, TURN LEFT, GO 0.05 MI (0.08 KM) EAST ON
 JU4456'NORTH GREEN STREET TO THE STATION ON THE RIGHT, SET FLUSH WITH THE
 JU4456'SIDEWALK AT THE NORTH END OF THE BRIDGE.  THE STATION IS 1.3 FT
 JU4456'(0.4 M) WEST NORTHWEST FROM THE WEST CURB OF NORTH GREEN STREET, 2.5
 JU4456'FT (0.8 M) SOUTH SOUTHWEST FROM THE NORTH ABUTMENT JOINT.
 JU4456
 JU4456                          STATION RECOVERY (1993)
 JU4456
 JU4456'RECOVERED 1993
 JU4456'RECOVERED IN GOOD CONDITION.
 JU4456
 JU4456                          STATION RECOVERY (1996)
 JU4456
 JU4456'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (RJK)
 JU4456'RECOVERED AS DESCRIBED.
 JU4456
 JU4456                          STATION RECOVERY (2002)
 JU4456
 JU4456'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2002 (DEW)
 JU4456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2708 ***********************************************************************
 JU2708  DESIGNATION -  TUCKERTON MUNICIPAL TANK
 JU2708  PID         -  JU2708
 JU2708  STATE/COUNTY-  NJ/OCEAN
 JU2708  USGS QUAD   -  TUCKERTON (1995)
 JU2708
 JU2708                         *CURRENT SURVEY CONTROL
 JU2708  ___________________________________________________________________
 JU2708* NAD 83(1996)-  39 36 10.03786(N)    074 20 19.24247(W)     ADJUSTED  
 JU2708* NAVD 88     -                                                        
 JU2708  ___________________________________________________________________
 JU2708  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 JU2708  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU2708
 JU2708  HORZ ORDER  -  THIRD
 JU2708
 JU2708.The horizontal coordinates were established by classical geodetic methods
 JU2708.and adjusted by the National Geodetic Survey in September 1999..
 JU2708
 JU2708
 JU2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2708
 JU2708.The geoid height was determined by GEOID03.
 JU2708
 JU2708;                    North         East     Units Scale Factor Converg.
 JU2708;SPC NJ       -    85,428.510   163,853.974   MT  0.99990236   +0 06 10.2
 JU2708;SPC NJ       -   280,276.70    537,577.58   sFT  0.99990236   +0 06 10.2
 JU2708;UTM  18      - 4,383,880.996   556,776.169   MT  0.99963969   +0 25 17.7
 JU2708
 JU2708                          SUPERSEDED SURVEY CONTROL
 JU2708
 JU2708  NAD 83(1986)-  39 36 10.02880(N)    074 20 19.23721(W) AD(       ) 4
 JU2708  NAD 27      -  39 36 09.60200(N)    074 20 20.71700(W) AD(       ) 3
 JU2708
 JU2708.Superseded values are not recommended for survey control.
 JU2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2708.See file dsdata.txt to determine how the superseded data were derived.
 JU2708
 JU2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5677683881(NAD 83)
 JU2708_MARKER: 51 = TANK
 JU2708
 JU2708  HISTORY     - Date     Condition        Report By
 JU2708  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2708  HISTORY     - 1971     GOOD             NGS
 JU2708  HISTORY     - 19961215 MARK NOT FOUND   USPSQD
 JU2708
 JU2708                          STATION DESCRIPTION
 JU2708
 JU2708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU2708'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.
 JU2708'
 JU2708'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2708'IN TUCKERTON, N.J.
 JU2708
 JU2708                          STATION RECOVERY (1996)
 JU2708
 JU2708'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2703 ***********************************************************************
 JU2703  DESIGNATION -  TUCKERTON RADIO
 JU2703  PID         -  JU2703
 JU2703  STATE/COUNTY-  NJ/OCEAN
 JU2703  USGS QUAD   -  TUCKERTON (1995)
 JU2703
 JU2703                         *CURRENT SURVEY CONTROL
 JU2703  ___________________________________________________________________
 JU2703* NAD 83(1996)-  39 33 30.76055(N)    074 22 15.37097(W)     ADJUSTED  
 JU2703* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2703  ___________________________________________________________________
 JU2703  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 JU2703  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JU2703
 JU2703  HORZ ORDER  -  FIRST
 JU2703
 JU2703.The horizontal coordinates were established by classical geodetic methods
 JU2703.and adjusted by the National Geodetic Survey in September 1999..
 JU2703
 JU2703.The orthometric height was scaled from a topographic map.
 JU2703
 JU2703.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2703
 JU2703.The geoid height was determined by GEOID03.
 JU2703
 JU2703;                    North         East     Units Scale Factor Converg.
 JU2703;SPC NJ       -    80,512.297   161,090.777   MT  0.99990151   +0 04 55.9
 JU2703;SPC NJ       -   264,147.43    528,511.99   sFT  0.99990151   +0 04 55.9
 JU2703;UTM  18      - 4,378,950.797   554,041.074   MT  0.99963596   +0 24 02.3
 JU2703
 JU2703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2703!SPC NJ       -   1.00000502  x   0.99990151  =   0.99990653
 JU2703!UTM  18      -   1.00000502  x   0.99963596  =   0.99964098
 JU2703
 JU2703|---------------------------------------------------------------------|
 JU2703| PID    Reference Object                     Distance      Geod. Az  |
 JU2703|                                                           dddmmss.s |
 JU2703| JU2721 TUCKERTON RADIO TOWER                15.509 METERS 05010     |
 JU2703| JU2672 BEACH HAVEN                         APPROX.11.1 KM 0871514.8 |
 JU2703| JU2673 BEACH HAVEN WATER TANK              APPROX.11.2 KM 0872725.0 |
 JU2703| CB3151 TUCKERTON RADIO RM 2                 22.830 METERS 11555     |
 JU2703| JU2756 BRIGANTINE BEACH NORTH TANK         APPROX.15.9 KM 1752609.0 |
 JU2703| CB3152 TUCKERTON RADIO RM 3                 66.218 METERS 26406     |
 JU2703|---------------------------------------------------------------------|
 JU2703
 JU2703                          SUPERSEDED SURVEY CONTROL
 JU2703
 JU2703  NAD 83(1986)-  39 33 30.75233(N)    074 22 15.36507(W) AD(       ) 1
 JU2703  NAD 27      -  39 33 30.32600(N)    074 22 16.83900(W) AD(       ) 1
 JU2703
 JU2703.Superseded values are not recommended for survey control.
 JU2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2703.See file dsdata.txt to determine how the superseded data were derived.
 JU2703
 JU2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5404178951(NAD 83)
 JU2703_MARKER: DS = TRIANGULATION STATION DISK
 JU2703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2703
 JU2703  HISTORY     - Date     Condition        Report By
 JU2703  HISTORY     - 1932     MONUMENTED       CGS
 JU2703  HISTORY     - 1957     MARK NOT FOUND   CGS
 JU2703  HISTORY     - 1962     MARK NOT FOUND   CGS
 JU2703  HISTORY     - 1966     MARK NOT FOUND   CGS
 JU2703
 JU2703                          STATION DESCRIPTION
 JU2703
 JU2703'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2703'STATION IS LOCATED ON THE GROUNDS OF THE TUCKERTON RADIO STATION
 JU2703'(R.C.A.) COMMUNICATIONS INCORPORATION, 50.92 FEET SSW OF THE
 JU2703'780-FOOT MAIN TOWER AT THE STATION.  (CENTRAL ANTENNA).
 JU2703'
 JU2703'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2703'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, 11A, AND 11C.
 JU2703'
 JU2703'REFERENCE MARK NO. 2 IS 74.9 FEET E OF STATION, AT THE SW CORNER
 JU2703'OF THE MACHINE AND INSTRUMENT BUILDING, WHICH IS THE LARGEST
 JU2703'ONE THERE.  REFERENCE MARK NO.3 IS 217.25 FEET SW OF STATION,
 JU2703'IN A CONCRETE ANCHOR OF A GUY STABILIZER TO THE TALL TOWER.
 JU2703'
 JU2703'HEIGHT OF SIGNAL ABOVE STATION MARK - 21 METERS.
 JU2703
 JU2703                          STATION RECOVERY (1957)
 JU2703
 JU2703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (ECC)
 JU2703'REPORT OF MR. ERWIN C. CAMERON, 1922 E. RIVERDALE DRIVE, ATLANTIC
 JU2703'CITY, NEW JERSEY, DATED 10/15/57.
 JU2703'
 JU2703'REFERENCE MARK NO.2 STAMPED TUCKERTON RADIO 1932 IS STILL INTACT
 JU2703'IN THE SOUTHEAST CORNER OF THE FORMER POWER GENERATING
 JU2703'BUILDING.  A NEW ROAD HAS BEEN BUILT ABOUT 150 FEET SOUTH OF
 JU2703'THE MARK.  THE NEW ROAD RUNS THROUGH THE SITE OF THE RADIO
 JU2703'TOWER AND THE FOUNDATION HAS BEEN REMOVED.  THE RADIO TOWER WAS
 JU2703'DISMANTLED IN 1955.
 JU2703
 JU2703                          STATION RECOVERY (1962)
 JU2703
 JU2703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2703'RM 2 ONLY WAS RECOVERED.  MEASUREMENTS FROM IT TO THE STATION
 JU2703'SHOWED THE STATION IS OUT OR BENEATH THE PAVEMENT OF THE
 JU2703'ROAD.  THE AREA AROUND RM 3 IS BENEATH DEEP FILL.
 JU2703'
 JU2703'RM 2 IS A STANDARD DISK STAMPED TUCKERTON RADIO NO 2 1932, SET
 JU2703'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 1
 JU2703'FOOT SOUTH OF THE SOUTHEAST CORNER OF THE BUILDING USED BY THE
 JU2703'MYSTIC ISLANDS DEVELOPMENT COMPANY TO STORE LUMBER AND MATERIALS,
 JU2703'AND 1 FOOT EAST OF THE WOVEN WIRE FENCE THAT INCLOSES A YARD
 JU2703'USED FOR THE SAME PURPOSE.
 JU2703
 JU2703                          STATION RECOVERY (1966)
 JU2703
 JU2703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JST)
 JU2703'LETTER OF MR. J.S. TESCHKO, TUCKERTON, N.J. DATED SEPT. 12, 1966--
 JU2703'
 JU2703'REFERENCE MARK NO.1 WAS DESTROYED DUE TO CONSTRUCTION AND THE
 JU2703'DISK STAMPED TUCKERTON RADIO 1932 NO 1 WAS RECEIVED IN ROCKVILLE
 JU2703'OFFICE, SEPTEMBER 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5680 ***********************************************************************
 KV5680  DESIGNATION -  TULL
 KV5680  PID         -  KV5680
 KV5680  STATE/COUNTY-  NJ/BURLINGTON
 KV5680  USGS QUAD   -  BRISTOL (1981)
 KV5680
 KV5680                         *CURRENT SURVEY CONTROL
 KV5680  ___________________________________________________________________
 KV5680* NAD 83(1996)-  40 07 06.26669(N)    074 47 02.15026(W)     ADJUSTED  
 KV5680* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5680  ___________________________________________________________________
 KV5680  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 KV5680  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV5680
 KV5680  HORZ ORDER  -  SECOND
 KV5680
 KV5680.The horizontal coordinates were established by classical geodetic methods
 KV5680.and adjusted by the National Geodetic Survey in September 1999..
 KV5680
 KV5680.The orthometric height was scaled from a topographic map.
 KV5680
 KV5680.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5680
 KV5680.The geoid height was determined by GEOID03.
 KV5680
 KV5680;                    North         East     Units Scale Factor Converg.
 KV5680;SPC NJ       -   142,699.192   125,798.403   MT  0.99990721   -0 10 58.6
 KV5680;SPC NJ       -   468,172.27    412,723.59   sFT  0.99990721   -0 10 58.6
 KV5680;SPC PA S     -    91,415.956   852,792.530   MT  0.99997622   +1 55 27.7
 KV5680;SPC PA S     -   299,920.52  2,797,870.16   sFT  0.99997622   +1 55 27.7
 KV5680;UTM  18      - 4,440,921.788   518,411.728   MT  0.99960417   +0 08 21.2
 KV5680
 KV5680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5680!SPC NJ       -   1.00000473  x   0.99990721  =   0.99991194
 KV5680!SPC PA S     -   1.00000473  x   0.99997622  =   0.99998095
 KV5680!UTM  18      -   1.00000473  x   0.99960417  =   0.99960890
 KV5680
 KV5680|---------------------------------------------------------------------|
 KV5680| PID    Reference Object                     Distance      Geod. Az  |
 KV5680|                                                           dddmmss.s |
 KV5680| CB6498 TULL ECC RM 2                                      08923     |
 KV5680| KV5674 TULL ECC                            187.258 METERS 14507     |
 KV5680|---------------------------------------------------------------------|
 KV5680
 KV5680                          SUPERSEDED SURVEY CONTROL
 KV5680
 KV5680  NAD 83(1986)-  40 07 06.26509(N)    074 47 02.15172(W) AD(       ) 2
 KV5680  NAD 27      -  40 07 05.88400(N)    074 47 03.57700(W) AD(       ) 2
 KV5680
 KV5680.Superseded values are not recommended for survey control.
 KV5680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5680.See file dsdata.txt to determine how the superseded data were derived.
 KV5680
 KV5680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1841240922(NAD 83)
 KV5680
 KV5680  HISTORY     - Date     Condition        Report By
 KV5680  HISTORY     - 1912     MONUMENTED       CGS
 KV5680  HISTORY     - 1933     SEE DESCRIPTION  CGS
 KV5680  HISTORY     - 1935     GOOD             CGS
 KV5680  HISTORY     - 1939     SEE DESCRIPTION  CGS
 KV5680
 KV5680                          STATION DESCRIPTION
 KV5680
 KV5680'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 KV5680'THIS STATION IS ON THE LEVEL SPACE JUST W OF THE ROEBLING
 KV5680'SEWAGE DISPOSAL PLANT, IN THE W PART OF THE TOWN.  IT IS 42.5
 KV5680'FEET W OF THE NW CORNER OF THE SEWAGE DISPOSAL PLANT.  103.5
 KV5680'FEET NNW OF THE SW DITTO.  12.5 FEET SW OF THE NEAREST POINT
 KV5680'OF THE BANK OF THE RIVER.  10.1 FEET W OF A 6-INCH BY 6-INCH
 KV5680'CONCRETE BLOCK WITH A NAIL IN THE CENTER SET FLUSH AND
 KV5680'S 80 DEG 00 MIN W.  THE UNDERGROUND MARK IS A LONG-NECKED BOTTLE,
 KV5680'BURIED UPRIGHT 2.5 FEET BELOW THE SURFACE.  THE ORIGINAL
 KV5680'SURFACE MARK WAS A TERRA COTTA PIPE, 4 INCHES IN DIAMETER,
 KV5680'AND 2 FEET LONG, BURIED UPRIGHT, THE UPPER END EVEN WITH THE
 KV5680'SURROUNDING SURFACE AND FILLED WITH CONCRETE, AND IN THE
 KV5680'TOP EMBEDDED A STANDARD STATION MARK.  APPARENTLY ABOUT 3
 KV5680'INCHES OF THE TOP HAD BEEN BROKEN OFF, SO A NEW DISK WAS
 KV5680'SET IN THE TOP OF THE PIPE, AND THE MARK WAS STAMPED TULL 1912.
 KV5680'BOTH ORIGINAL REFERENCE MARKS DESTROYED.
 KV5680'
 KV5680'TO REACH FROM TRENTON, GO S ON U.S. HIGHWAY 130 ABOUT 10 MILES
 KV5680'TO A ROAD TO THE RIGHT, MARKED ROEBLING 1 MILE.  FOLLOW THIS
 KV5680'ROAD 0.4 MILE (JUST ACROSS THE RAILROAD) THEN TURN LEFT ON
 KV5680'KNICKERBOCKER STREET 0.5 MILE TO THE FILTRATION AND SEWAGE
 KV5680'DISPOSAL PLANT AND THE STATION ON THE BANK OF THE RIVER.
 KV5680'
 KV5680'A TRAVERSE AND TRIANGULATION TIE WAS NECESSARY TO OBTAIN THE
 KV5680'DISTANCE TO TULL ECCENTRIC.
 KV5680
 KV5680                          STATION RECOVERY (1935)
 KV5680
 KV5680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5680'IN THE W PART OF ROEBLING, IN A LEVEL AREA W OF THE SEWAGE
 KV5680'DISPOSAL PLANT, 42.5 FEET W OF NW CORNER OF PLANT, 103.5 FEET
 KV5680'NNW OF SW CORNER OF PLANT, 10.1 FEET W OF A 6-INCH BY 6-INCH
 KV5680'CONCRETE BLOCK WITH NAIL IN CENTER OF TOP.  MARKED ACCORDING
 KV5680'TO NOTES 6B AND 10A.
 KV5680'
 KV5680'THE REFERENCE MARKS HAVE BEEN DESTROYED AND WERE NOT REESTABLISHED.
 KV5680'
 KV5680'POSITION NOT REDETERMINED.
 KV5680
 KV5680                          STATION RECOVERY (1939)
 KV5680
 KV5680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (AN)
 KV5680'STATION TULL HAS BEEN DESTROYED DUE TO EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5674 ***********************************************************************
 KV5674  DESIGNATION -  TULL ECC
 KV5674  PID         -  KV5674
 KV5674  STATE/COUNTY-  NJ/BURLINGTON
 KV5674  USGS QUAD   -  BRISTOL (1981)
 KV5674
 KV5674                         *CURRENT SURVEY CONTROL
 KV5674  ___________________________________________________________________
 KV5674* NAD 83(1996)-  40 07 01.28613(N)    074 46 57.62811(W)     ADJUSTED  
 KV5674* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 KV5674  ___________________________________________________________________
 KV5674  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 KV5674  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV5674
 KV5674  HORZ ORDER  -  SECOND
 KV5674
 KV5674.The horizontal coordinates were established by classical geodetic methods
 KV5674.and adjusted by the National Geodetic Survey in September 1999..
 KV5674
 KV5674.The orthometric height was scaled from a topographic map.
 KV5674
 KV5674.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5674
 KV5674.The geoid height was determined by GEOID03.
 KV5674
 KV5674;                    North         East     Units Scale Factor Converg.
 KV5674;SPC NJ       -   142,545.248   125,904.986   MT  0.99990714   -0 10 55.7
 KV5674;SPC NJ       -   467,667.20    413,073.27   sFT  0.99990714   -0 10 55.7
 KV5674;SPC PA S     -    91,266.024   852,904.709   MT  0.99997636   +1 55 30.6
 KV5674;SPC PA S     -   299,428.61  2,798,238.20   sFT  0.99997636   +1 55 30.6
 KV5674;UTM  18      - 4,440,768.492   518,519.143   MT  0.99960422   +0 08 24.1
 KV5674
 KV5674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5674!SPC NJ       -   1.00000332  x   0.99990714  =   0.99991046
 KV5674!SPC PA S     -   1.00000332  x   0.99997636  =   0.99997968
 KV5674!UTM  18      -   1.00000332  x   0.99960422  =   0.99960754
 KV5674
 KV5674:                Primary Azimuth Mark                     Grid Az
 KV5674:SPC NJ       -  ROEBLING RANGE FRONT LIGHT               039 49 50.7
 KV5674:SPC PA S     -  ROEBLING RANGE FRONT LIGHT               037 43 24.4
 KV5674:UTM  18      -  ROEBLING RANGE FRONT LIGHT               039 30 30.9
 KV5674
 KV5674|---------------------------------------------------------------------|
 KV5674| PID    Reference Object                     Distance      Geod. Az  |
 KV5674|                                                           dddmmss.s |
 KV5674| KV5671 ROEBLING RANGE FRONT LIGHT          APPROX. 0.6 KM 0393855.0 |
 KV5674| KV5536 KINKORA RANGE FRONT LIGHT           APPROX. 2.9 KM 0434354.7 |
 KV5674| KV5539 KINKORA RANGE REAR LIGHT            APPROX. 3.1 KM 0441046.8 |
 KV5674| KV5673 ROEBLING RANGE REAR LIGHT           APPROX. 0.7 KM 0444019.9 |
 KV5674| KV5669 ROEBLING J A ROEBLING TANK          APPROX. 0.9 KM 0645307.4 |
 KV5674| CB6497 TULL ECC RM 1                        67.023 METERS 24328     |
 KV5674| KV5574 FLORENCE RANGE REAR LIGHT           APPROX. 3.9 KM 2922059.5 |
 KV5674| KV5577 FLORENCE RANGE FRONT LIGHT          APPROX. 3.6 KM 2922639.4 |
 KV5674| KV5679 FLORENCE CL UPPER USE 1935          174.471 METERS 31922     |
 KV5674| KV5680 TULL                                187.257 METERS 32507     |
 KV5674| CB6498 TULL ECC RM 2                       156.863 METERS 35054     |
 KV5674|---------------------------------------------------------------------|
 KV5674
 KV5674                          SUPERSEDED SURVEY CONTROL
 KV5674
 KV5674  NAD 83(1986)-  40 07 01.28455(N)    074 46 57.62959(W) AD(       ) 2
 KV5674  NAD 27      -  40 07 00.89100(N)    074 46 59.04400(W) AD(       ) 2
 KV5674
 KV5674.Superseded values are not recommended for survey control.
 KV5674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5674.See file dsdata.txt to determine how the superseded data were derived.
 KV5674
 KV5674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1851940768(NAD 83)
 KV5674_MARKER: DS = TRIANGULATION STATION DISK
 KV5674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5674_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5674_STAMPING: TULL ECC 1933
 KV5674_MARK LOGO: CGS   
 KV5674_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5674+STABILITY: SURFACE MOTION
 KV5674
 KV5674  HISTORY     - Date     Condition        Report By
 KV5674  HISTORY     - 1933     MONUMENTED       CGS
 KV5674  HISTORY     - 1935     GOOD             CGS
 KV5674  HISTORY     - 1947     GOOD             CGS
 KV5674  HISTORY     - 19900524 GOOD             NJGS
 KV5674
 KV5674                          STATION DESCRIPTION
 KV5674
 KV5674'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 KV5674'THIS STATION IS IN THE WESTERN PART OF ROEBLING, JUST W OF
 KV5674'THE PARK AND BASEBALL DIAMOND, AND JUST SE OF THE FILTRATION
 KV5674'AND SEWAGE DISPOSAL PLANT.  THE MARK IS ACROSS A CINDER ROAD
 KV5674'FROM AN OLD HOSPITAL BUILDING, NOT NOW USED, SURROUNDED BY A RED
 KV5674'PICKET FENCE.  IT IS 80 FEET S OF THE SW CORNER OF THE PICKET
 KV5674'FENCE.  350 FEET N OF KNICKERBOCKER STREET.  AND 136 FEET E OF
 KV5674'A 3-FORKED ELM TREE.  IT PROJECTS 6 INCHES.
 KV5674'
 KV5674'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 KV5674'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A, AND 11B.
 KV5674'
 KV5674'TO REACH FROM TRENTON, GO S ON U.S. HIGHWAY 130 ABOUT 10
 KV5674'MILES TO A ROAD LEADING TO THE RIGHT, MARKED ROEBLING 1
 KV5674'MILE.  TURN RIGHT ON THIS ROAD 0.4 MILE (JUST ACROSS THE RAILROAD)
 KV5674'THEN TURN LEFT ON KNICKERBOCKER STREET.  FOLLOW THIS STREET 0.5
 KV5674'MILE (JUST PAST THE PARK AND BALL DIAMOND) TO THE STATION.
 KV5674'
 KV5674'REFERENCE MARK NO.1 IS W OF THE STATION, 25 FEET NW OF THE
 KV5674'CINDER ROAD, 12 FEET NW OF A 10-INCH WILD CHERRY TREE, AND 60
 KV5674'FEET SE OF A POWER LINE POLE.  IT PROJECTS 8 INCHES.
 KV5674'
 KV5674'REFERENCE MARK NO.2 IS N OF THE STATION, 53.5 FEET SE OF THE
 KV5674'NE CORNER OF THE SEWAGE DISPOSAL BED.  73 FEET NE OF THE SE
 KV5674'DITTO.  75 FEET S OF THE S BANK OF THE DELAWARE RIVER.  AND
 KV5674'PROJECTS 8 INCHES.
 KV5674'
 KV5674'A TRIANGULATION AND TRAVERSE TIE WAS NECESSARY TO DETERMINE
 KV5674'THE DISTANCE TO TULL 1912.  A TRAVERSE WAS MEASURED FROM TULL
 KV5674'ECCENTRIC TO REFERENCE MARK NO.2 AND THE ANGLES MEASURED AT
 KV5674'TULL 1912 AND REFERENCE MARK NO.2.  TULL WAS FOUND TO BE 615.87
 KV5674'FEET DISTANT.
 KV5674
 KV5674                          STATION RECOVERY (1935)
 KV5674
 KV5674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5674'IN THE W PART OF ROEBLING, JUST W OF THE BASEBALL FIELD, SE OF THE
 KV5674'FILTER AND SEWAGE DISPOSAL PLANT, ACROSS A CINDER ROAD FROM AN
 KV5674'OLD UNUSED HOSPITAL BUILDING, WHICH IS ENCLOSED BY A RED PICKET
 KV5674'FENCE, 80 FEET S OF THE SE CORNER OF THE PICKET FENCE, 350 FEET
 KV5674'N OF KNICKERBOCKER STREET, 136 FEET E OF A 3-FORKED ELM
 KV5674'TREE.  THE STATION PROTRUDES 6
 KV5674'INCHES.  REFERENCE MARK NO.1, IS W OF STATION, 25
 KV5674'FEET NW OF THE CINDER ROAD, 12 FEET NW OF A 10-INCH WILD
 KV5674'CHERRY TREE, 60 FEET SE OF A POWER POLE, PROJECTING 8 INCHES.
 KV5674'REFERENCE MARK NO.2, IS N OF STATION, 53.5 FEET SE OF
 KV5674'NE CORNER OF SEWAGE DISPOSAL BED, 73 FEET NE OF SE CORNER OF
 KV5674'DISPOSAL BED, PROTRUDING 8 INCHES.
 KV5674'
 KV5674'MAIN SCHEME CONTROL STATION.
 KV5674'
 KV5674'FORTY-FOOT TOWER REQUIRED TO SEE MOST STATION.
 KV5674
 KV5674                          STATION RECOVERY (1947)
 KV5674
 KV5674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5674'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5674'ADEQUATE WITH THE FOLLOWING CHANGES--
 KV5674'
 KV5674'1.  DELETE REFERENCE TO HOSPITAL BUILDING AND RED PICKET
 KV5674'FENCE.  (BOTH DESTROYED.)
 KV5674'
 KV5674'2.  ADD STATION IS 160.5 FEET SW OF POLE BT211FL.
 KV5674'
 KV5674'3.  CHANGE ELM TREE TO BIRCH TREE.
 KV5674'
 KV5674'4.  CHANGE CINDER ROAD TO CINDER ROAD FORK.
 KV5674
 KV5674                          STATION RECOVERY (1990)
 KV5674
 KV5674'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV5674'THE STATION IS LOCATED IN THE TOWN OF ROEBLING ON THE NORTH SIDE OF
 KV5674'HORNBERGER STREET, 0.5 MI (0.8 KM) SOUTH OF ITS INTERSECTION WITH THE
 KV5674'MAIN ROAD LEADING TO ROEBLING FROM U.S.  HIGHWAY 130.  THE STATION IS
 KV5674'JUST WEST OF A PARK AND BASEBALL DIAMOND AND JUST SOUTHWEST OF THE
 KV5674'ROEBLING FILTRATION AND SEWAGE DISPOSAL PLANT PROPERTY.  THE STATION
 KV5674'IS 350.0 FT (106.7 M) NORTH OF THE CENTERLINE OF HORNBERGER AVENUE,
 KV5674'136.0 FT (41.5 M) EAST OF A 3 FORKED ELM TREE, 23.0 FT (7.0 M) SOUTH
 KV5674'OF A FOOTPATH RUNNING THROUGH THE PROPERTY, 217.6 FT (66.3 M) WEST OF
 KV5674'THE SOUTHWEST CORNER OF VETERANS OF FOREIGN WARS POST, NUMBER 8838,
 KV5674'BUILDING, 243.0 FT (74.1 M) SOUTHWEST OF THE NORTHWEST CORNER OF THE
 KV5674'POST BUILDING AND 334.7 FT (102.0 M) WEST OF THE CENTERLINE OF TENTH
 KV5674'AVENUE.  THE STATION PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 KV5674'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4214 ***********************************************************************
 KV4214  DESIGNATION -  TURN
 KV4214  PID         -  KV4214
 KV4214  STATE/COUNTY-  NJ/PASSAIC
 KV4214  USGS QUAD   -  ORANGE (1981)
 KV4214
 KV4214                         *CURRENT SURVEY CONTROL
 KV4214  ___________________________________________________________________
 KV4214* NAD 83(1996)-  40 50 21.39518(N)    074 07 28.88229(W)     ADJUSTED  
 KV4214* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 KV4214  ___________________________________________________________________
 KV4214  LAPLACE CORR-           6.32  (seconds)                    DEFLEC99
 KV4214  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV4214
 KV4214  HORZ ORDER  -  THIRD
 KV4214
 KV4214.The horizontal coordinates were established by classical geodetic methods
 KV4214.and adjusted by the National Geodetic Survey in September 1999..
 KV4214
 KV4214.The orthometric height was scaled from a topographic map.
 KV4214
 KV4214.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4214
 KV4214.The geoid height was determined by GEOID03.
 KV4214
 KV4214;                    North         East     Units Scale Factor Converg.
 KV4214;SPC NJ       -   222,768.408   181,650.264   MT  0.99991233   +0 14 43.6
 KV4214;SPC NJ       -   730,866.02    595,964.24   sFT  0.99991233   +0 14 43.6
 KV4214;SPC NY L     -    74,698.383   289,483.838   MT  0.99999492   -0 04 53.6
 KV4214;SPC NY L     -   245,072.94    949,748.23   sFT  0.99999492   -0 04 53.6
 KV4214;UTM  18      - 4,521,284.097   573,793.904   MT  0.99966702   +0 34 20.7
 KV4214
 KV4214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4214!SPC NJ       -   1.00000242  x   0.99991233  =   0.99991475
 KV4214!SPC NY L     -   1.00000242  x   0.99999492  =   0.99999734
 KV4214!UTM  18      -   1.00000242  x   0.99966702  =   0.99966944
 KV4214
 KV4214|---------------------------------------------------------------------|
 KV4214| PID    Reference Object                     Distance      Geod. Az  |
 KV4214|                                                           dddmmss.s |
 KV4214| KV3976 SWAMP                               333.541 METERS 01821     |
 KV4214| KV3983 TREE                                254.455 METERS 04441     |
 KV4214| KV3975 E RUTHERFORD STAND BLEACH CHIM      APPROX. 0.9 KM 0603819.5 |
 KV4214| KV3978 BUSH                                APPROX. 0.5 KM 1533632.9 |
 KV4214| KV4002 COAL                                APPROX. 1.0 KM 1590408.0 |
 KV4214| KV3919 BEND                                154.213 METERS 16848     |
 KV4214| CB6502 TURN RM 2                                          31522     |
 KV4214|---------------------------------------------------------------------|
 KV4214
 KV4214                          SUPERSEDED SURVEY CONTROL
 KV4214
 KV4214  NAD 83(1996)-  40 50 21.39495(N)    074 07 28.88262(W) AD(       ) 3
 KV4214  NAD 83(1996)-  40 50 21.38988(N)    074 07 28.88931(W) AD(       ) 3
 KV4214  NAD 83(1992)-  40 50 21.39005(N)    074 07 28.88947(W) AD(       ) 3
 KV4214  NAD 83(1986)-  40 50 21.39228(N)    074 07 28.89402(W) AD(       ) 3
 KV4214  NAD 27      -  40 50 21.04400(N)    074 07 30.37800(W) AD(       ) 3
 KV4214
 KV4214.Superseded values are not recommended for survey control.
 KV4214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4214.See file dsdata.txt to determine how the superseded data were derived.
 KV4214
 KV4214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7379421284(NAD 83)
 KV4214_MARKER: DS = TRIANGULATION STATION DISK
 KV4214_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4214_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4214
 KV4214  HISTORY     - Date     Condition        Report By
 KV4214  HISTORY     - 1913     MONUMENTED       CGS
 KV4214  HISTORY     - 1933     GOOD             CGS
 KV4214
 KV4214                          STATION DESCRIPTION
 KV4214
 KV4214'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4214'STATION IS ON THE W SIDE OF PASSAIC RIVER, ABOUT 3/16 MILE BELOW
 KV4214'UNION AVENUE BRIDGE, AND NEAR THE NE CORNER OF A DOCK.  THE
 KV4214'STATION IS ABOUT 65 METERS ABOVE THE TERMINUS OF BROOK AVENUE
 KV4214'OF PASSAIC, 7 FEET FROM THE NE CORNER OF THE DOCK, AND IS MARKED
 KV4214'BY A C. AND G.S. STANDARD BRASS DISK CEMENTED IN THE TOP OF A
 KV4214'4-INCH TILE PIPE AND SUNK TO THE GROUND LEVEL.  THE SUBSURFACE
 KV4214'MARK IS A BURIED BOTTLE SET IN CONCRETE.  TWO REFERENCE MARKS,
 KV4214'EACH A NAIL IN CONCRETE CONTAINED IN A 4-INCH TILE PIPE AND
 KV4214'SUNK TO THE GROUND LEVEL, ARE PLACED RESPECTIVELY 51.75 FEET
 KV4214'N 36 DEG W AND 50.95 FEET S 57 DEG W FROM THE STATION.
 KV4214
 KV4214                          STATION RECOVERY (1933)
 KV4214
 KV4214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4214'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2694 ***********************************************************************
 JU2694  DESIGNATION -  TURTLE
 JU2694  PID         -  JU2694
 JU2694  STATE/COUNTY-  NJ/OCEAN
 JU2694  USGS QUAD   -  SHIP BOTTOM (1972)
 JU2694
 JU2694                         *CURRENT SURVEY CONTROL
 JU2694  ___________________________________________________________________
 JU2694* NAD 83(1996)-  39 40 57.42162(N)    074 12 02.51852(W)     ADJUSTED  
 JU2694* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2694  ___________________________________________________________________
 JU2694  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 JU2694  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JU2694
 JU2694  HORZ ORDER  -  THIRD
 JU2694
 JU2694.The horizontal coordinates were established by classical geodetic methods
 JU2694.and adjusted by the National Geodetic Survey in September 1999..
 JU2694
 JU2694.The orthometric height was scaled from a topographic map.
 JU2694
 JU2694.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2694
 JU2694.The geoid height was determined by GEOID03.
 JU2694
 JU2694;                    North         East     Units Scale Factor Converg.
 JU2694;SPC NJ       -    94,321.226   175,673.806   MT  0.99990811   +0 11 28.0
 JU2694;SPC NJ       -   309,452.22    576,356.48   sFT  0.99990811   +0 11 28.0
 JU2694;UTM  18      - 4,392,837.087   568,543.286   MT  0.99965784   +0 30 37.4
 JU2694
 JU2694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2694!SPC NJ       -   1.00000514  x   0.99990811  =   0.99991325
 JU2694!UTM  18      -   1.00000514  x   0.99965784  =   0.99966298
 JU2694
 JU2694:                Primary Azimuth Mark                     Grid Az
 JU2694:SPC NJ       -  BARNEGAT LIGHT 1872                      041 32 05.1
 JU2694:UTM  18      -  BARNEGAT LIGHT 1872                      041 12 55.7
 JU2694
 JU2694|---------------------------------------------------------------------|
 JU2694| PID    Reference Object                     Distance      Geod. Az  |
 JU2694|                                                           dddmmss.s |
 JU2694| JU2629 BARNEGAT LIGHT 1872                 APPROX.12.2 KM 0414333.1 |
 JU2694| JU2687 HIGHPOINT WATER TANK                APPROX. 6.3 KM 0634018.1 |
 JU2694| JU2692 CAMP WHALEN CUPOLA                  APPROX. 5.1 KM 0714503.6 |
 JU2694| JU2693 HARVEY CEDARS CG CUPOLA             APPROX. 5.0 KM 0795208.3 |
 JU2694| JU2678 SHIP BOTTOM MUN STANDPIPE           APPROX. 4.6 KM 1582836.2 |
 JU2694| CB3153 TURTLE RM 1                          37.027 METERS 16238     |
 JU2694| CB3154 TURTLE RM 2                          30.379 METERS 22604     |
 JU2694| JU2643 BARNEGAT WATER TANK                 APPROX. 8.3 KM 3473440.7 |
 JU2694|---------------------------------------------------------------------|
 JU2694
 JU2694                          SUPERSEDED SURVEY CONTROL
 JU2694
 JU2694  NAD 83(1986)-  39 40 57.41272(N)    074 12 02.51249(W) AD(       ) 3
 JU2694  NAD 27      -  39 40 56.98080(N)    074 12 04.01310(W) AD(       ) 3
 JU2694
 JU2694.Superseded values are not recommended for survey control.
 JU2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2694.See file dsdata.txt to determine how the superseded data were derived.
 JU2694
 JU2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6854392837(NAD 83)
 JU2694_MARKER: DS = TRIANGULATION STATION DISK
 JU2694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2694
 JU2694  HISTORY     - Date     Condition        Report By
 JU2694  HISTORY     - 1935     MONUMENTED       CGS
 JU2694  HISTORY     - 1950     GOOD             CGS
 JU2694  HISTORY     - 1962     SEE DESCRIPTION  CGS
 JU2694
 JU2694                          STATION DESCRIPTION
 JU2694
 JU2694'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2694'STATION IS LOCATED ON THE MAIN POINT BETWEEN MANAHAWKIN BAY
 JU2694'AND TURTLE COVE.  IT IS IN THE MARSH LAND ABOUT 15 METERS FROM
 JU2694'THE SOUTHWESTERN EDGE OF TURTLE COVE.  THE STATION CAN BE REACHED
 JU2694'BY BOAT ONLY.
 JU2694'
 JU2694'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU2694'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU2694'
 JU2694'SURFACE AND UNDERGROUND STATION MARKS ARE STAMPED, TURTLE 1935.
 JU2694'
 JU2694'REFERENCE MARKS ARE STAMPED WITH NAME AND NUMBER.  REFERENCE
 JU2694'MARK NO.1 IS IN THE MARSH TO THE S OF STATION AND REFERENCE MARK
 JU2694'NO.2 TO THE W OF STATION IN BRUSH LINE.
 JU2694'
 JU2694'THERE IS A LARGE HOUSE USED AS A HUNTING LODGE TO THE SE OF THE
 JU2694'STATION.
 JU2694'
 JU2694'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
 JU2694
 JU2694                          STATION RECOVERY (1950)
 JU2694
 JU2694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2694'STATION MARK WAS RECOVERED IN GOOD CONDITION 7.0 METERS W OF THE
 JU2694'SW EDGE OF TURTLE COVE.  THE TOP PORTIONS OF REFERENCE MARKS
 JU2694'1 AND 2 WERE FOUND DISINTEGRATED AND THE DISKS WERE REMOVED BY
 JU2694'THIS PARTY.
 JU2694
 JU2694                          STATION RECOVERY (1962)
 JU2694
 JU2694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2694'STATION IS DESTROYED.  THE STATION MONUMENT WAS SHATTERED AND
 JU2694'THE DISK MISSING.  RMS 1 AND 2 WERE REPORTED DESTROYED IN 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3927 ***********************************************************************
 KV3927  DESIGNATION -  TWAIN 1933
 KV3927  PID         -  KV3927
 KV3927  STATE/COUNTY-  NJ/BERGEN
 KV3927  USGS QUAD   -  WEEHAWKEN (1995)
 KV3927
 KV3927                         *CURRENT SURVEY CONTROL
 KV3927  ___________________________________________________________________
 KV3927* NAD 83(1996)-  40 52 18.48457(N)    074 05 59.83492(W)     ADJUSTED  
 KV3927* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 KV3927  ___________________________________________________________________
 KV3927  LAPLACE CORR-           6.73  (seconds)                    DEFLEC99
 KV3927  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KV3927
 KV3927  HORZ ORDER  -  SECOND
 KV3927
 KV3927.The horizontal coordinates were established by classical geodetic methods
 KV3927.and adjusted by the National Geodetic Survey in September 1999..
 KV3927
 KV3927.The orthometric height was scaled from a topographic map.
 KV3927
 KV3927.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3927
 KV3927.The geoid height was determined by GEOID03.
 KV3927
 KV3927;                    North         East     Units Scale Factor Converg.
 KV3927;SPC NJ       -   226,389.208   183,719.730   MT  0.99991399   +0 15 42.4
 KV3927;SPC NJ       -   742,745.26    602,753.81   sFT  0.99991399   +0 15 42.4
 KV3927;SPC NY L     -    78,307.607   291,574.111   MT  0.99999497   -0 03 55.4
 KV3927;SPC NY L     -   256,914.21    956,606.06   sFT  0.99999497   -0 03 55.4
 KV3927;UTM  18      - 4,524,915.766   575,842.164   MT  0.99967080   +0 35 20.4
 KV3927
 KV3927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3927!SPC NJ       -   1.00000052  x   0.99991399  =   0.99991451
 KV3927!SPC NY L     -   1.00000052  x   0.99999497  =   0.99999549
 KV3927!UTM  18      -   1.00000052  x   0.99967080  =   0.99967132
 KV3927
 KV3927:                Primary Azimuth Mark                     Grid Az
 KV3927:SPC NJ       -  LODI WATER CO TANK                       028 48 44.3
 KV3927:SPC NY L     -  LODI WATER CO TANK                       029 08 22.1
 KV3927:UTM  18      -  LODI WATER CO TANK                       028 29 06.3
 KV3927
 KV3927|---------------------------------------------------------------------|
 KV3927| PID    Reference Object                     Distance      Geod. Az  |
 KV3927|                                                           dddmmss.s |
 KV3927| KV3888 LODI WATER CO TANK                  APPROX. 1.1 KM 0290426.7 |
 KV3927| KV3882 LODI UNITED DYE WKS N CHIM          APPROX. 1.4 KM 0544107.9 |
 KV3927| KV3884 LODI UNITED DYE WKS S CHIM          APPROX. 1.3 KM 0552909.4 |
 KV3927| KV3923 LODI FIRST REFORMED CH TOWER        APPROX. 1.5 KM 0801126.1 |
 KV3927| KV3951 PASSAIC WOOLEN SPINNING CO TK       APPROX. 1.4 KM 2084527.1 |
 KV3927| KV3935 PASSAIC PATTERSON PARCH CHIM        APPROX. 1.9 KM 2091426.9 |
 KV3927| KV4218 PASSAIC CITY HALL SPIRE             APPROX. 2.9 KM 2332410.5 |
 KV3927| KV4216 PASSAIC PEOPLES BANK SMOKEPIPE      APPROX. 2.5 KM 2415424.5 |
 KV3927| KV4215 PASSAIC ST JOHNS CHURCH SPIRE       APPROX. 2.3 KM 2590106.4 |
 KV3927| KV3925 PASSAIC BOTANY WORSTED CHIMNEY      APPROX. 1.6 KM 2735059.0 |
 KV3927| KV3913 GARFIELD HOLY TR SLOV EVAN CH       APPROX. 1.0 KM 2985227.8 |
 KV3927|---------------------------------------------------------------------|
 KV3927
 KV3927                          SUPERSEDED SURVEY CONTROL
 KV3927
 KV3927  NAD 83(1996)-  40 52 18.48450(N)    074 05 59.83528(W) AD(       ) 2
 KV3927  NAD 83(1996)-  40 52 18.48255(N)    074 05 59.83772(W) AD(       ) 2
 KV3927  NAD 83(1992)-  40 52 18.48223(N)    074 05 59.83831(W) AD(       ) 2
 KV3927  NAD 83(1986)-  40 52 18.49032(N)    074 05 59.84544(W) AD(       ) 2
 KV3927  NAD 27      -  40 52 18.13000(N)    074 06 01.33300(W) AD(       ) 2
 KV3927
 KV3927.Superseded values are not recommended for survey control.
 KV3927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3927.See file dsdata.txt to determine how the superseded data were derived.
 KV3927
 KV3927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7584224916(NAD 83)
 KV3927_MARKER: DS = TRIANGULATION STATION DISK
 KV3927_SETTING: 0 = UNSPECIFIED SETTING
 KV3927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3927
 KV3927  HISTORY     - Date     Condition        Report By
 KV3927  HISTORY     - 1933     MONUMENTED       CGS
 KV3927  HISTORY     - 1933     GOOD             CGS
 KV3927  HISTORY     - 1939     GOOD             NJGS
 KV3927
 KV3927                          STATION DESCRIPTION
 KV3927
 KV3927'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3927'STATION IS E OF PASSAIC RIVER, IN GARFIELD ON THE NW CORNER OF
 KV3927'CLARK AND HARRISON STREETS ATOP THE MARK TWAIN SCHOOL (A 2-STORY,
 KV3927'RED BRICK STRUCTURE).  IT IS AT THE SE CORNER OF THE ROOF.
 KV3927'
 KV3927'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK STAMPED
 KV3927'TWAIN-1933 SET IN THE TOP OF A DOME-SHAPED CONCRETE MONUMENT,
 KV3927'SECURED TO THE CONCRETE ROOF WITH LAG-SCREWS.
 KV3927'
 KV3927'NO REFERENCE MARKS WERE PLACED.  REFERENCE MEASUREMENTS WERE
 KV3927'TAKEN AS FOLLOWS--
 KV3927'
 KV3927'NORMAL TO SE CORNER OF VENTILATOR 9.975 METERS
 KV3927'
 KV3927'NORMAL TO NW CORNER OF SE ELL 7.518 METERS
 KV3927'
 KV3927'NORMAL TO W SIDE OF SE ELL 6.895 METERS
 KV3927'
 KV3927'THERE IS AMPLE ROOM BUT POOR FOOTING FOR CENTRAL TRIPOD SET-UPS
 KV3927'ON THE TAR AND SLAG ROOFING.  AN OBSERVERS PLATFORM IS NEEDED.
 KV3927'
 KV3927'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 METERS.
 KV3927
 KV3927                          STATION RECOVERY (1933)
 KV3927
 KV3927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3927'RECOVERED AS ORIGINALLY DESCRIBED, WITH THE FOLLOWING
 KV3927'ADDITION--ANOTHER REFERENCE MEASUREMENT WAS TAKEN AS FOLLOWS--
 KV3927'
 KV3927'TO CENTER OF VENT PIPE IN THE EASTERN PART OF THE ROOF 10.199
 KV3927'METERS.
 KV3927
 KV3927                          STATION RECOVERY (1939)
 KV3927
 KV3927'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1939
 KV3927'RECOVERED AS ORIGINALLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1268 ***********************************************************************
 HU1268  DESIGNATION -  TWO MILE
 HU1268  PID         -  HU1268
 HU1268  STATE/COUNTY-  NJ/CAPE MAY
 HU1268  USGS QUAD   -  WILDWOOD (1972)
 HU1268
 HU1268                         *CURRENT SURVEY CONTROL
 HU1268  ___________________________________________________________________
 HU1268* NAD 83(1996)-  38 57 22.38641(N)    074 51 11.66845(W)     ADJUSTED  
 HU1268* NAVD 88     -         2.350  (meters)       7.71   (feet)  ADJUSTED  
 HU1268  ___________________________________________________________________
 HU1268  X           -   1,297,671.526 (meters)                     COMP
 HU1268  Y           -  -4,793,826.149 (meters)                     COMP
 HU1268  Z           -   3,988,517.769 (meters)                     COMP
 HU1268  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 HU1268  ELLIP HEIGHT-         -33.14  (meters)          (10/23/02) GPS OBS
 HU1268  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 HU1268  DYNAMIC HT  -           2.349 (meters)       7.71  (feet)  COMP
 HU1268  MODELED GRAV-     980,048.8   (mgal)                       NAVD 88
 HU1268
 HU1268  HORZ ORDER  -  FIRST
 HU1268  VERT ORDER  -  FIRST     CLASS II
 HU1268  ELLP ORDER  -  FOURTH    CLASS I
 HU1268
 HU1268.The horizontal coordinates were established by GPS observations
 HU1268.and adjusted by the National Geodetic Survey in May 1999..
 HU1268
 HU1268.The orthometric height was determined by differential leveling
 HU1268.and adjusted by the National Geodetic Survey in September 1996..
 HU1268
 HU1268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU1268
 HU1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1268
 HU1268.The ellipsoidal height was determined by GPS observations
 HU1268.and is referenced to NAD 83.
 HU1268
 HU1268.The geoid height was determined by GEOID03.
 HU1268
 HU1268.The dynamic height is computed by dividing the NAVD 88
 HU1268.geopotential number by the normal gravity value computed on the
 HU1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1268.degrees latitude (g = 980.6199 gals.).
 HU1268
 HU1268.The modeled gravity was interpolated from observed gravity values.
 HU1268
 HU1268;                    North         East     Units Scale Factor Converg.
 HU1268;SPC NJ       -    13,699.877   119,384.154   MT  0.99991154   -0 13 19.5
 HU1268;SPC NJ       -    44,947.01    391,679.51   sFT  0.99991154   -0 13 19.5
 HU1268;UTM  18      - 4,311,928.355   512,715.930   MT  0.99960199   +0 05 32.2
 HU1268
 HU1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1268!SPC NJ       -   1.00000520  x   0.99991154  =   0.99991674
 HU1268!UTM  18      -   1.00000520  x   0.99960199  =   0.99960719
 HU1268
 HU1268:                Primary Azimuth Mark                     Grid Az
 HU1268:SPC NJ       -  WILDWOOD LARGE STANDPIPE                 032 01 08.6
 HU1268:UTM  18      -  WILDWOOD LARGE STANDPIPE                 031 42 16.9
 HU1268
 HU1268|---------------------------------------------------------------------|
 HU1268| PID    Reference Object                     Distance      Geod. Az  |
 HU1268|                                                           dddmmss.s |
 HU1268| HU1272 WILDWOOD LARGE STANDPIPE            APPROX. 2.3 KM 0314749.1 |
 HU1268| HU1263 WILDWOOD STANDPIPE                  APPROX. 5.3 KM 0402858.2 |
 HU1268| JU2954 NORTH WILDWOOD NORTH STANDPIPE      APPROX. 7.3 KM 0420700.3 |
 HU1268| HU1266 TWO MILE BEACH RADIO MAST           APPROX. 0.6 KM 2094411.6 |
 HU1268| AB6655 TWO MILE RM 1                        21.465 METERS 22532     |
 HU1268| HU1277 CAPE MAY CG ELECTRONICS MAST 1      APPROX. 1.4 KM 2381244.0 |
 HU1268| HU1283 CAPE MAY COAST GUARD TANK           APPROX. 3.0 KM 2502334.7 |
 HU1268| HU1302 CAPE MAY CG TEL REPEATER TOWER      APPROX. 4.7 KM 2542129.9 |
 HU1268| HU2818 EECEN                               318.330 METERS 31530     |
 HU1268| JU2964 CAPE MAY COUNTY AIRPORT TANK        APPROX. 7.3 KM 3165128.8 |
 HU1268| DC8514 TWO MILE AZ MK                                     3182755.8 |
 HU1268| AB6656 TWO MILE RM 2                        27.720 METERS 34115     |
 HU1268|---------------------------------------------------------------------|
 HU1268
 HU1268                          SUPERSEDED SURVEY CONTROL
 HU1268
 HU1268  ELLIP H (05/14/99)  -33.15   (m)                       GP(       ) 4 1
 HU1268  NAD 83(1991)-  38 57 22.38582(N)    074 51 11.66805(W) AD(       ) 1
 HU1268  ELLIP H (03/31/93)  -33.22   (m)                       GP(       ) 3 2
 HU1268  NAD 83(1991)-  38 57 22.36658(N)    074 51 11.67481(W) AD(       ) 2
 HU1268  NAD 83(1986)-  38 57 22.36124(N)    074 51 11.67550(W) AD(       ) 2
 HU1268  NAD 27      -  38 57 21.95580(N)    074 51 13.06640(W) AD(       ) 2
 HU1268  NGVD 29 (07/19/86)    2.1    (m)            7.     (f) VERT ANG       
 HU1268
 HU1268.Superseded values are not recommended for survey control.
 HU1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1268.See file dsdata.txt to determine how the superseded data were derived.
 HU1268
 HU1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1271611928(NAD 83)
 HU1268_MARKER: DS = TRIANGULATION STATION DISK
 HU1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1268_SP_SET: CONCRETE POST
 HU1268_STAMPING: TWO MILE 1962
 HU1268_MARK LOGO: CGS   
 HU1268_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1268+STABILITY: SURFACE MOTION
 HU1268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1268+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1998
 HU1268
 HU1268  HISTORY     - Date     Condition        Report By
 HU1268  HISTORY     - 1962     MONUMENTED       CGS
 HU1268  HISTORY     - 1962     GOOD             CGS
 HU1268  HISTORY     - 1974     GOOD             NGS
 HU1268  HISTORY     - 1975     GOOD             NGS
 HU1268  HISTORY     - 1984     GOOD             NEDIVS
 HU1268  HISTORY     - 19900806 GOOD             NJGS
 HU1268  HISTORY     - 19950705 GOOD             NJGS
 HU1268  HISTORY     - 19980511 GOOD             NJGS
 HU1268
 HU1268                          STATION DESCRIPTION
 HU1268
 HU1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HU1268'THE STATION IS LOCATED ABOUT 3/4 MILE SOUTHWEST OF THE SOUTHWEST
 HU1268'EDGE OF WILDWOOD CABLES, 1-1/4 MILES NORTHEAST OF THE CAPE MAY
 HU1268'INLET, 0.2 MILE NORTHWEST OF THE ATLANTIC OCEAN SHORELINE,
 HU1268'0.2 MILE SOUTHEAST OF THE OCEAN DRIVE, AND AT THE U.S. COAST
 HU1268'GUARD ELECTRONICS ENGINEERING STATION.  IT IS 78 FEET SOUTHEAST
 HU1268'OF THE CENTERLINE OF A PAVED ROAD, 39 FEET SOUTHWEST OF A BARBED
 HU1268'WIRE FENCE, AND 4 FEET WEST OF THE WITNESS POST.  THE MONUMENT
 HU1268'PROJECTS 1 INCH AND THE DISK IS STAMPED TWO MILE 1962.
 HU1268'
 HU1268'TO REACH THE STATION FROM THE CAPE ISLAND CREEK BRIDGE AT THE
 HU1268'NORTH EDGE OF CAPE MAY ON LA FAYETTE STREET, GO NORTHERLY ON
 HU1268'LA FAYETTE STREET AND U.S. HIGHWAY 9 FOR 0.69 MILE TO THE
 HU1268'JUNCTION OF U.S. HIGHWAY 9 AND COUNTY ROAD 585.  TURN RIGHT AND
 HU1268'GO EASTERLY ON COUNTY ROAD 585 FOR 1.7 MILES TO TOLL BRIDGE
 HU1268'OVER MIDDLE THOROFARE.  CONTINUE EASTERLY FOR 1.05 MILES TO A
 HU1268'SIDE ROAD ON THE RIGHT AND AZIMUTH MARK ON THE LEFT.  TURN
 HU1268'RIGHT INTO U.S. COAST GUARD ELECTRONICS ENGINEERING STATION AND
 HU1268'GO EASTERLY FOR 0.2 MILE TO A CURVE IN THE ROAD AND THE
 HU1268'STATION ON THE LEFT.
 HU1268'
 HU1268'REFERENCE MARK 1 IS SET FLUSH WITH THE GROUND, 29 FEET SOUTHEAST
 HU1268'OF THE CENTERLINE OF THE PAVED ROAD AND 74 FEET WEST OF THE
 HU1268'WITNESS POST.  THE DISK IS STAMPED TWO MILE NO 1 1962.
 HU1268'
 HU1268'REFERENCE MARK 2 PROJECTS 10 INCHES.  IT IS 91 FEET SOUTH OF
 HU1268'THE WITNESS POST, 65 FEET EAST OF THE CENTERLINE OF THE PAVED
 HU1268'ROAD, AND 1 FOOT WEST OF THE BARBED WIRE FENCE.  THE DISK IS
 HU1268'STAMPED TWO MILE NO 2 1962.
 HU1268'
 HU1268'THE AZIMUTH MARK IS 30 FEET NORTHWEST OF THE CENTERLINE OF
 HU1268'COUNTY ROAD 585, 2 FEET NORTHEAST OF A WITNESS POST, AND 1 FOOT
 HU1268'EAST OF A POWER POLE.  THE MONUMENT PROJECTS 4 INCHES, AND THE
 HU1268'DISK IS STAMPED TWO MILE 1962.
 HU1268'
 HU1268'HEIGHT OF LIGHT ABOVE STATION MARK 22.45 METERS.
 HU1268
 HU1268                          STATION RECOVERY (1962)
 HU1268
 HU1268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HU1268'RECOVERED IN GOOD CONDITION.
 HU1268
 HU1268                          STATION RECOVERY (1974)
 HU1268
 HU1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 HU1268'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HU1268'CONDITION AS DESCRIBED IN THE 1962 DESCRIPTION.  THIS STATION
 HU1268'WAS RECOVERED IN ATTEMPT TO ESTABLISH AN AZIMUTH TO TRIANGULATION
 HU1268'STATION ROAD 1933.  THE LINE WAS NOT VISIBLE.
 HU1268'
 HU1268'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1268'1 MILE SOUTHWEST OF WILDWOOD GABLES.
 HU1268
 HU1268                          STATION RECOVERY (1975)
 HU1268
 HU1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 HU1268'ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION AS
 HU1268'DESCRIBED IN THE 1962 DESCRIPTION.
 HU1268
 HU1268                          STATION RECOVERY (1984)
 HU1268
 HU1268'RECOVERY NOTE BY NE DIVERSIFIED SERV 1984 (WEH)
 HU1268'TWO MILE RECOVERED GOOD-MAS WITNESS POST.
 HU1268'
 HU1268'TWO MILE - R.M. 1 RECOVERED GOOD - NO WITNESS POST BURIED 0.10
 HU1268'FEET.
 HU1268'
 HU1268'TWO MILE - R.M. 2 RECOVERED GOOD - UNDER FENCE NO WITNESS POST
 HU1268'FLUSH WITH GROUND.
 HU1268'
 HU1268'TWO MILE AZIMUTH MARK RECOVERED GOOD - PROTRUDES 0.40 FEET WE
 HU1268'SET WITNESS POST NO POWER POLE EDGE OF ROAD.
 HU1268'
 HU1268'PRESENT DESCRIPTION ADEQUATE.
 HU1268'
 HU1268'WE ARE OUT OF N.G.S. WITNESS POST SIGNS, IS IT POSSIBLE TO SEND
 HU1268'US MORE OR PERHAPS RALPH POUST COULD SUPPLY US.  PLEASE INFORM US
 HU1268'OF YOUR INTENTIONS.
 HU1268'
 HU1268'TWO MILE BEACH RADIO MAST HAS BEEN RELOCATED.  COAST GUARD LORAN
 HU1268'TOWER SAME LOCATION (1952).
 HU1268'
 HU1268'DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 SOUTHWEST OF SOUTHWEST
 HU1268'BOUNDRY OF WILDWOOD CREST.
 HU1268
 HU1268                          STATION RECOVERY (1990)
 HU1268
 HU1268'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 HU1268'THE STATION IS LOCATED IN LOWER TOWNSHIP, AT THE U.S.COAST GUARD
 HU1268'ELECTRONICS ENGINEERING CENTER.  CONTACT MR. MIKE MCKINNEY AT 609 523
 HU1268'7232 TO OCCUPY THE STATION.  TO REACH THE STATION FROM THE JUNCTION
 HU1268'OF U.S. HIGHWAY 9 AND OCEAN DRIVE, STATE HIGHWAY 109, COUNTY ROAD
 HU1268'621, GO 2.75 MI (4.43 KM) SOUTHEAST ON OCEAN DRIVE TO THE JUNCTION
 HU1268'WITH THE ROAD LEADING TO THE COAST GUARD STATION.  TURN RIGHT AND GO
 HU1268'0.25 MI (0.40 KM) SOUTHEAST ON THE ENTRANCE ROAD TO THE STATION ON
 HU1268'THE LEFT, SET IN THE PATH NEAR BAYBERRY BUSHES.  THE STATION IS 78 FT
 HU1268'(23.8 M) SOUTHEAST FROM THE CENTERLINE OF THE COAST GUARD STATION
 HU1268'ENTRANCE ROAD, 39 FT (11.9 M) SOUTHWEST OF A 6 FT (1.8 M) HIGH CHAIN
 HU1268'LINK FENCE ADJACENT TO THE SEVEN STORY DIAMOND BEACH RESORT BUILDING
 HU1268'AND 4 FT (1.2 M) WEST OF A WITNESS POST.  THE AZ MK TWO MILE WAS
 HU1268'FOUND DISTURBED.
 HU1268
 HU1268                          STATION RECOVERY (1995)
 HU1268
 HU1268'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 HU1268'RECOVERED AS DESCRIBED IN 1990.  THE STATION IS 4 FT (1.2 M) WEST OF A
 HU1268'METAL WITNESS POST, 5 FT (1.5 M) SOUTHEAST OF A CARSONITE WITNESS
 HU1268'POST.  THE AREA AROUND THE STATION IS DENSLY COVERED BY THE BAYBERRY
 HU1268'GROWTH.
 HU1268
 HU1268                          STATION RECOVERY (1998)
 HU1268
 HU1268'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 HU1268'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1266 ***********************************************************************
 HU1266  DESIGNATION -  TWO MILE BEACH RADIO MAST
 HU1266  PID         -  HU1266
 HU1266  STATE/COUNTY-  NJ/CAPE MAY
 HU1266  USGS QUAD   -  WILDWOOD (1972)
 HU1266
 HU1266                         *CURRENT SURVEY CONTROL
 HU1266  ___________________________________________________________________
 HU1266* NAD 83(1996)-  38 57 05.94914(N)    074 51 23.69318(W)     ADJUSTED  
 HU1266* NAVD 88     -                                                        
 HU1266  ___________________________________________________________________
 HU1266  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 HU1266  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 HU1266
 HU1266  HORZ ORDER  -  THIRD
 HU1266
 HU1266.The horizontal coordinates were established by classical geodetic methods
 HU1266.and adjusted by the National Geodetic Survey in September 1999..
 HU1266
 HU1266
 HU1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1266
 HU1266.The geoid height was determined by GEOID03.
 HU1266
 HU1266;                    North         East     Units Scale Factor Converg.
 HU1266;SPC NJ       -    13,194.170   119,092.670   MT  0.99991176   -0 13 27.0
 HU1266;SPC NJ       -    43,287.87    390,723.20   sFT  0.99991176   -0 13 27.0
 HU1266;UTM  18      - 4,311,421.214   512,427.315   MT  0.99960190   +0 05 24.6
 HU1266
 HU1266                          SUPERSEDED SURVEY CONTROL
 HU1266
 HU1266  NAD 83(1991)-  38 57 05.92977(N)    074 51 23.70020(W) AD(       ) 4
 HU1266  NAD 83(1986)-  38 57 05.92426(N)    074 51 23.70089(W) AD(       ) 4
 HU1266  NAD 27      -  38 57 05.52300(N)    074 51 25.09000(W) AD(       ) 3
 HU1266
 HU1266.Superseded values are not recommended for survey control.
 HU1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1266.See file dsdata.txt to determine how the superseded data were derived.
 HU1266
 HU1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1242711421(NAD 83)
 HU1266_MARKER: 42 = RADIO/TV MAST
 HU1266
 HU1266  HISTORY     - Date     Condition        Report By
 HU1266  HISTORY     - 1952     FIRST OBSERVED   CGS
 HU1266  HISTORY     - 1970     GOOD             NGS
 HU1266
 HU1266                          STATION DESCRIPTION
 HU1266
 HU1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HOF)
 HU1266'THE TOP OF THE STEEL MAST IS 306 FEET ABOVE THE GROUND.  TWO 500-WATT
 HU1266'RED LIGHTS, FLASHING EVERY SECOND, ARE MOUNTED ON THE TOP OF THE
 HU1266'MAST.  TWO 100-WATT STEADY RED LIGHTS ARE LOCATED 100 FEET AND 200
 HU1266'FEET BELOW THE TOP.
 HU1266'
 HU1266'STATION IS LOCATED ON OCEAN DRIVE BETWEEN CAPE MAY AND WILDWOOD.
 HU1266
 HU1266                          STATION RECOVERY (1970)
 HU1266
 HU1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1266'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 HU1266'ADEQUATE.
 HU1266'
 HU1266'NOTE--COAST GUARD OFFICIALS STATE THAT THIS TOWER WILL BE TORN DOWN
 HU1266'IN MAY OR JUNE 1970 AND A SHORTER TOWER ERECTED NEARBY.
 HU1266'
 HU1266'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES S OF
 HU1266'WILDWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6655 ***********************************************************************
 AB6655  DESIGNATION -  TWO MILE RM 1
 AB6655  PID         -  AB6655
 AB6655  STATE/COUNTY-  NJ/CAPE MAY
 AB6655  USGS QUAD   -  WILDWOOD (1972)
 AB6655
 AB6655                         *CURRENT SURVEY CONTROL
 AB6655  ___________________________________________________________________
 AB6655* NAD 83(1986)-  38 57 22.     (N)    074 51 10.     (W)     SCALED    
 AB6655* NAVD 88     -         1.886  (meters)       6.19   (feet)  ADJUSTED  
 AB6655  ___________________________________________________________________
 AB6655  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 AB6655  DYNAMIC HT  -           1.885 (meters)       6.18  (feet)  COMP
 AB6655  MODELED GRAV-     980,048.8   (mgal)                       NAVD 88
 AB6655
 AB6655  VERT ORDER  -  FIRST     CLASS II
 AB6655
 AB6655.The horizontal coordinates were scaled from a topographic map and have
 AB6655.an estimated accuracy of +/- 6 seconds.
 AB6655
 AB6655.The orthometric height was determined by differential leveling
 AB6655.and adjusted by the National Geodetic Survey in September 1996..
 AB6655
 AB6655.The geoid height was determined by GEOID03.
 AB6655
 AB6655.The dynamic height is computed by dividing the NAVD 88
 AB6655.geopotential number by the normal gravity value computed on the
 AB6655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6655.degrees latitude (g = 980.6199 gals.).
 AB6655
 AB6655.The modeled gravity was interpolated from observed gravity values.
 AB6655
 AB6655;                    North         East    Units  Estimated Accuracy
 AB6655;SPC NJ       -    13,690.      119,420.      MT  (+/- 180 meters Scaled)
 AB6655
 AB6655                          SUPERSEDED SURVEY CONTROL
 AB6655
 AB6655.No superseded survey control is available for this station.
 AB6655
 AB6655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ127119(NAD 83)
 AB6655_MARKER: DR = REFERENCE MARK DISK
 AB6655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6655_STAMPING: TWO MILE NO 1 1962
 AB6655_MARK LOGO: CGS   
 AB6655_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6655+STABILITY: SURFACE MOTION
 AB6655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6655+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1998
 AB6655
 AB6655  HISTORY     - Date     Condition        Report By
 AB6655  HISTORY     - 1962     MONUMENTED       CGS
 AB6655  HISTORY     - 19950705 GOOD             NJGS
 AB6655  HISTORY     - 19980511 GOOD             NJGS
 AB6655
 AB6655                          STATION DESCRIPTION
 AB6655
 AB6655'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6655'THE STATION IS LOCATED IN LOWER TOWNSHIP, ON THE GROUNDS OF THE U.S.
 AB6655'COAST GUARD ELECTRONICS ENGINEERING CENTER.  TO REACH THE STATION FROM
 AB6655'THE JUNCTION OF STATE ROUTE 109 AND OCEAN DRIVE, COUNTY ROAD 621, JUST
 AB6655'SOUTH OF THE TERMINUS OF THE GARDEN STATE PARKWAY, GO 2.75 MI (4.43
 AB6655'KM) EAST TO THE ENTRANCE DRIVE TO THE COAST GUARD FACILITY ON THE
 AB6655'RIGHT, TURN RIGHT AND GO 0.25 MI (0.40 KM) TO THE STATION ON THE LEFT,
 AB6655'28.5 FT (8.7 M) EAST AND RADIAL TO THE CENTERLINE OF THE ROAD, 70.4 FT
 AB6655'(21.5 M) SOUTHWEST OF STATION TWO MILE WHICH IS IN THE BAYBERRY
 AB6655'GROWTH, 8.6 FT (2.6 M) EAST OF THE SOUTHEAST CORNER OF AN UNDERGROUND
 AB6655'ELECTRICAL 2 FT (0.6 M) BY 4 FT (1.2 M) ACCESS COVER, 12.6 FT (3.8 M)
 AB6655'EAST OF THE MIDDLE 1 OF 5 4 INCH BY 4 INCH ROADWAY DELINEATORS AND IS
 AB6655'0.2 FT (6.1 CM) BELOW THE GROUND.
 AB6655
 AB6655                          STATION RECOVERY (1998)
 AB6655
 AB6655'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 AB6655'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6656 ***********************************************************************
 AB6656  DESIGNATION -  TWO MILE RM 2
 AB6656  PID         -  AB6656
 AB6656  STATE/COUNTY-  NJ/CAPE MAY
 AB6656  USGS QUAD   -  WILDWOOD (1972)
 AB6656
 AB6656                         *CURRENT SURVEY CONTROL
 AB6656  ___________________________________________________________________
 AB6656* NAD 83(1986)-  38 57 22.     (N)    074 51 11.     (W)     SCALED    
 AB6656* NAVD 88     -         1.890  (meters)       6.20   (feet)  ADJUSTED  
 AB6656  ___________________________________________________________________
 AB6656  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 AB6656  DYNAMIC HT  -           1.889 (meters)       6.20  (feet)  COMP
 AB6656  MODELED GRAV-     980,048.8   (mgal)                       NAVD 88
 AB6656
 AB6656  VERT ORDER  -  FIRST     CLASS II
 AB6656
 AB6656.The horizontal coordinates were scaled from a topographic map and have
 AB6656.an estimated accuracy of +/- 6 seconds.
 AB6656
 AB6656.The orthometric height was determined by differential leveling
 AB6656.and adjusted by the National Geodetic Survey in September 1996..
 AB6656
 AB6656.The geoid height was determined by GEOID03.
 AB6656
 AB6656.The dynamic height is computed by dividing the NAVD 88
 AB6656.geopotential number by the normal gravity value computed on the
 AB6656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6656.degrees latitude (g = 980.6199 gals.).
 AB6656
 AB6656.The modeled gravity was interpolated from observed gravity values.
 AB6656
 AB6656;                    North         East    Units  Estimated Accuracy
 AB6656;SPC NJ       -    13,690.      119,400.      MT  (+/- 180 meters Scaled)
 AB6656
 AB6656                          SUPERSEDED SURVEY CONTROL
 AB6656
 AB6656.No superseded survey control is available for this station.
 AB6656
 AB6656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ127119(NAD 83)
 AB6656_MARKER: DR = REFERENCE MARK DISK
 AB6656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6656_STAMPING: TWO MILE NO 2 1962
 AB6656_MARK LOGO: CGS   
 AB6656_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6656+STABILITY: SURFACE MOTION
 AB6656_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6656+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1995
 AB6656
 AB6656  HISTORY     - Date     Condition        Report By
 AB6656  HISTORY     - 1962     MONUMENTED       CGS
 AB6656  HISTORY     - 19950705 GOOD             NJGS
 AB6656
 AB6656                          STATION DESCRIPTION
 AB6656
 AB6656'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 AB6656'THE STATION IS LOCATED IN LOWER TOWNSHIP, ON THE GROUNDS OF THE U.S.
 AB6656'COAST GUARD ELECTRONICS ENGINEERING CENTER.  TO REACH THE STATION FROM
 AB6656'THE JUNCTION OF STATE ROUTE 109 AND OCEAN DRIVE, COUNTY ROAD 621, JUST
 AB6656'SOUTH OF THE TERMINUS OF THE GARDEN STATE PARKWAY, GO 2.75 MI (4.43
 AB6656'KM) EAST TO THE ENTRANCE DRIVE TO THE COAST GUARD FACILITY ON THE
 AB6656'RIGHT, TURN RIGHT AND GO 0.25 MI (0.40 KM) TO THE STATION ON THE LEFT,
 AB6656'SET ABOUT 0.2 FT (6.1 CM) BELOW THE GROUND NEAR A 7 FT (2.1 M) HIGH
 AB6656'CHAIN LINK FENCE SEPARATING THE U.S.  COAST GUARD PROPERTY AND
 AB6656'PROPERTY OF THE LA QUINTA TOWERS, A CONDOMINIUM COMPLEX NORTHWEST OF
 AB6656'THE STATION.  THE STATION IS 56.0 FT (17.1 M) WEST FROM THE SOUTHWEST
 AB6656'CORNER OF THE REAR LOBBY OF THE LA QUINTA TOWERS CONDOMINIUM COMPLEX
 AB6656'AND 38.0 FT (11.6 M) NORTHWEST FROM A PARKING LOT LAMP POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU4052 ***********************************************************************
 KU4052  DESIGNATION -  TWOMBLY
 KU4052  PID         -  KU4052
 KU4052  STATE/COUNTY-  NJ/BERGEN
 KU4052  USGS QUAD   -  YONKERS (1979)
 KU4052
 KU4052                         *CURRENT SURVEY CONTROL
 KU4052  ___________________________________________________________________
 KU4052* NAD 83(1996)-  40 57 45.70959(N)    073 54 46.65599(W)     ADJUSTED  
 KU4052* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KU4052  ___________________________________________________________________
 KU4052  LAPLACE CORR-           6.31  (seconds)                    DEFLEC99
 KU4052  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KU4052
 KU4052  HORZ ORDER  -  THIRD
 KU4052
 KU4052.The horizontal coordinates were established by classical geodetic methods
 KU4052.and adjusted by the National Geodetic Survey in September 1999..
 KU4052
 KU4052.The orthometric height was scaled from a topographic map.
 KU4052
 KU4052.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4052
 KU4052.The geoid height was determined by GEOID03.
 KU4052
 KU4052;                    North         East     Units Scale Factor Converg.
 KU4052;SPC NJ       -   236,571.315   199,413.736   MT  0.99993004   +0 23 05.5
 KU4052;SPC NJ       -   776,151.06    654,243.23   sFT  0.99993004   +0 23 05.5
 KU4052;SPC NY L     -    88,400.589   307,327.229   MT  0.99999683   +0 03 25.0
 KU4052;SPC NY L     -   290,027.60  1,008,289.42   sFT  0.99999683   +0 03 25.0
 KU4052;SPC NY E     -   236,571.315   199,413.736   MT  0.99993004   +0 23 05.5
 KU4052;SPC NY E     -   776,151.06    654,243.23   sFT  0.99993004   +0 23 05.5
 KU4052;UTM  18      - 4,535,185.001   591,474.034   MT  0.99970298   +0 42 45.6
 KU4052
 KU4052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4052!SPC NJ       -   1.00000480  x   0.99993004  =   0.99993484
 KU4052!SPC NY L     -   1.00000480  x   0.99999683  =   1.00000163
 KU4052!SPC NY E     -   1.00000480  x   0.99993004  =   0.99993484
 KU4052!UTM  18      -   1.00000480  x   0.99970298  =   0.99970778
 KU4052
 KU4052:                Primary Azimuth Mark                     Grid Az
 KU4052:SPC NJ       -  HASTINGS ON HUD AM BRASS CO TK           032 09 51.1
 KU4052:SPC NY L     -  HASTINGS ON HUD AM BRASS CO TK           032 29 31.6
 KU4052:SPC NY E     -  HASTINGS ON HUD AM BRASS CO TK           032 09 51.1
 KU4052:UTM  18      -  HASTINGS ON HUD AM BRASS CO TK           031 50 11.0
 KU4052
 KU4052|---------------------------------------------------------------------|
 KU4052| PID    Reference Object                     Distance      Geod. Az  |
 KU4052|                                                           dddmmss.s |
 KU4052| KU4090 HASTINGS ON HUD AM BRASS CO TK      APPROX. 4.2 KM 0323256.6 |
 KU4052| KU4106 LONGVUE GOLF CLUB FLAGPOLE          APPROX. 3.6 KM 0490425.1 |
 KU4052| KU4099 UNION                               APPROX. 3.9 KM 0511700.8 |
 KU4052| KU4087 GREENHOUSE GLASS DOME               APPROX. 2.6 KM 0660246.0 |
 KU4052| KU4114 YONKERS CITY HALL CUPOLA            APPROX. 3.6 KM 1593545.8 |
 KU4052| KU4108 YONKERS NATL SUGAR MILL STACK       APPROX. 3.4 KM 1670009.2 |
 KU4052| CB7512 TWOMBLY WM 1                         21.340 METERS 18633     |
 KU4052| CB7513 TWOMBLY WM 2                          6.780 METERS 32651     |
 KU4052|---------------------------------------------------------------------|
 KU4052
 KU4052                          SUPERSEDED SURVEY CONTROL
 KU4052
 KU4052  NAD 83(1996)-  40 57 45.70959(N)    073 54 46.65599(W) AD(       ) 3
 KU4052  NAD 83(1996)-  40 57 45.71003(N)    073 54 46.65646(W) AD(       ) 3
 KU4052  NAD 83(1992)-  40 57 45.70828(N)    073 54 46.65694(W) AD(       ) 3
 KU4052  NAD 83(1986)-  40 57 45.71139(N)    073 54 46.65469(W) AD(       ) 3
 KU4052  NAD 27      -  40 57 45.35800(N)    073 54 48.16600(W) AD(       ) 3
 KU4052
 KU4052.Superseded values are not recommended for survey control.
 KU4052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4052.See file dsdata.txt to determine how the superseded data were derived.
 KU4052
 KU4052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL9147435185(NAD 83)
 KU4052_MARKER: DS = TRIANGULATION STATION DISK
 KU4052_SETTING: 80 = SET IN A BOULDER
 KU4052_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KU4052
 KU4052  HISTORY     - Date     Condition        Report By
 KU4052  HISTORY     - 1930     MONUMENTED       CGS
 KU4052  HISTORY     - 1939     MARK NOT FOUND   CGS
 KU4052  HISTORY     - 20060514 MARK NOT FOUND   GEOCAC
 KU4052
 KU4052                          STATION DESCRIPTION
 KU4052
 KU4052'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 KU4052'ON THE W SHORE OF THE HUDSON RIVER, AT THE HIGH-WATER LINE N OF
 KU4052'TWOMBLY PIER.  A SMALL HAND PUMP IS 15.2 METERS N OF THE STATION.
 KU4052'THE STATION IS 8 METERS E OF THE CENTER LINE OF A ROAD PARALLELING
 KU4052'THE BEACH.  A FOOT TRAIL LEADS UP THE PALISADES NEAR THE STATION.
 KU4052'
 KU4052'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 KU4052'BOULDER.
 KU4052'
 KU4052'WITNESS MARK NO.1 IS THE INSHORE END OF N BULKHEAD OF THE PIER.
 KU4052'
 KU4052'WITNESS MARK NO.2 IS A CROSS IN ROCK.
 KU4052
 KU4052                          STATION RECOVERY (1939)
 KU4052
 KU4052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (CT)
 KU4052'REPORTED AS LOST BY THE TENDER GILBERT WHEN MAKING FIELD
 KU4052'INSPECTION OF AIR PHOTOGRAPHS IN MARCH 1939.  NO DETAILS GIVEN.
 KU4052
 KU4052                          STATION RECOVERY (2006)
 KU4052
 KU4052'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KU4052'AREA SEARCHED CAREFULLY.  HAND PUMP NOT LOCATED.  CROSS IN ROCK NOT
 KU4052'LOCATE.  STATION NOT LOCATED.  THE REMAINING ROCKS AT HIGH WATER LINE
 KU4052'NORTH OF TWOMBLY PIER WERE SEARCHED.  NO DISK WAS FOUND.  THIS SHOULD
 KU4052'BE CONSIDERED MISSING OR DESTROYED.  MANY BOULDERS ALONG THE SHORELINE
 KU4052'HERE ARE MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE6467 ***********************************************************************
 DE6467  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6467  DESIGNATION -  TWT COOP CORS ARP
 DE6467  CORS_ID     -  WISE
 DE6467  PID         -  DE6467
 DE6467  STATE/COUNTY-  NJ/BURLINGTON
 DE6467  USGS QUAD   -  MOORESTOWN (1995)
 DE6467
 DE6467                         *CURRENT SURVEY CONTROL
 DE6467  ___________________________________________________________________
 DE6467* NAD 83(CORS)-  39 56 11.04375(N)    074 56 58.71355(W)     ADJUSTED  
 DE6467* NAVD 88     -                                                        
 DE6467  ___________________________________________________________________
 DE6467  EPOCH DATE  -        2002.00
 DE6467  X           -   1,271,653.012 (meters)                     COMP
 DE6467  Y           -  -4,729,243.574 (meters)                     COMP
 DE6467  Z           -   4,072,560.692 (meters)                     COMP
 DE6467  ELLIP HEIGHT-         -19.98  (meters)          (02/??/02) GPS OBS
 DE6467  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 DE6467
 DE6467  HORZ ORDER  -  SPECIAL (CORS)
 DE6467  ELLP ORDER  -  SPECIAL (CORS)
 DE6467
 DE6467.ITRF positions are available for this station.
 DE6467.The coordinates were established by GPS observations
 DE6467.and adjusted by the National Geodetic Survey in February 2002..
 DE6467.The coordinates are valid at the epoch date displayed above.
 DE6467.The epoch date for horizontal control is a decimal equivalence
 DE6467.of Year/Month/Day.
 DE6467
 DE6467
 DE6467.The PID for the CORS L1 Phase Center is DE6468.
 DE6467
 DE6467.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6467
 DE6467.The ellipsoidal height was determined by GPS observations
 DE6467.and is referenced to NAD 83.
 DE6467
 DE6467.The geoid height was determined by GEOID03.
 DE6467
 DE6467;                    North         East     Units Scale Factor Converg.
 DE6467;SPC NJ       -   122,550.264   111,571.454   MT  0.99991817   -0 17 19.1
 DE6467;SPC NJ       -   402,066.99    366,047.35   sFT  0.99991817   -0 17 19.1
 DE6467
 DE6467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6467!SPC NJ       -   1.00000313  x   0.99991817  =   0.99992130
 DE6467
 DE6467                          SUPERSEDED SURVEY CONTROL
 DE6467
 DE6467.No superseded survey control is available for this station.
 DE6467
 DE6467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0430220700(NAD 83)
 DE6467_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE6467
 DE6467                          STATION DESCRIPTION
 DE6467
 DE6467'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE6467'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DE6467'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DE6467'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DE6467'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DE6467'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DE6468 ***********************************************************************
 DE6468  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6468  DESIGNATION -  TWT COOP CORS L1 PHASE CENTER
 DE6468  CORS_ID     -  WISE
 DE6468  PID         -  DE6468
 DE6468  STATE/COUNTY-  NJ/BURLINGTON
 DE6468  USGS QUAD   -  MOORESTOWN (1995)
 DE6468
 DE6468                         *CURRENT SURVEY CONTROL
 DE6468  ___________________________________________________________________
 DE6468* NAD 83(CORS)-  39 56 11.04375(N)    074 56 58.71358(W)     ADJUSTED  
 DE6468* NAVD 88     -                                                        
 DE6468  ___________________________________________________________________
 DE6468  EPOCH DATE  -        2002.00
 DE6468  X           -   1,271,653.026 (meters)                     COMP
 DE6468  Y           -  -4,729,243.626 (meters)                     COMP
 DE6468  Z           -   4,072,560.737 (meters)                     COMP
 DE6468  ELLIP HEIGHT-         -19.91  (meters)          (02/??/02) GPS OBS
 DE6468  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 DE6468
 DE6468  HORZ ORDER  -  SPECIAL (CORS)
 DE6468  ELLP ORDER  -  SPECIAL (CORS)
 DE6468
 DE6468.ITRF positions are available for this station.
 DE6468.The coordinates were established by GPS observations
 DE6468.and adjusted by the National Geodetic Survey in February 2002..
 DE6468.The coordinates are valid at the epoch date displayed above.
 DE6468.The epoch date for horizontal control is a decimal equivalence
 DE6468.of Year/Month/Day.
 DE6468
 DE6468
 DE6468.The PID for the CORS ARP is DE6467.
 DE6468
 DE6468.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6468
 DE6468.The ellipsoidal height was determined by GPS observations
 DE6468.and is referenced to NAD 83.
 DE6468
 DE6468.The geoid height was determined by GEOID03.
 DE6468
 DE6468;                    North         East     Units Scale Factor Converg.
 DE6468;SPC NJ       -   122,550.264   111,571.453   MT  0.99991817   -0 17 19.1
 DE6468;SPC NJ       -   402,066.99    366,047.34   sFT  0.99991817   -0 17 19.1
 DE6468
 DE6468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6468!SPC NJ       -   1.00000312  x   0.99991817  =   0.99992129
 DE6468
 DE6468                          SUPERSEDED SURVEY CONTROL
 DE6468
 DE6468.No superseded survey control is available for this station.
 DE6468
 DE6468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0430220700(NAD 83)
 DE6468_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DE6468
 DE6468                          STATION DESCRIPTION
 DE6468
 DE6468'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DE6468'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DE6468'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DE6468'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DE6468'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DE6468'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0679 ***********************************************************************
 JU0679  DESIGNATION -  U 10
 JU0679  PID         -  JU0679
 JU0679  STATE/COUNTY-  NJ/CAMDEN
 JU0679  USGS QUAD   -  CAMDEN (1995)
 JU0679
 JU0679                         *CURRENT SURVEY CONTROL
 JU0679  ___________________________________________________________________
 JU0679* NAD 83(1986)-  39 53 42.     (N)    075 07 16.     (W)     SCALED    
 JU0679* NAVD 88     -         5.539  (meters)      18.17   (feet)  POSTED    
 JU0679  ___________________________________________________________________
 JU0679  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JU0679  DYNAMIC HT  -           5.540 (meters)      18.18  (feet)  COMP
 JU0679  MODELED GRAV-     980,186.1   (mgal)                       NAVD 88
 JU0679
 JU0679  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0679
 JU0679.The horizontal coordinates were scaled from a topographic map and have
 JU0679.an estimated accuracy of +/- 6 seconds.
 JU0679
 JU0679.The orthometric height was determined by differential leveling
 JU0679.and adjusted by the National Geodetic Survey in 1992..
 JU0679.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0679.rate of 0.0 thru 1.0 mm/km.
 JU0679
 JU0679.The geoid height was determined by GEOID03.
 JU0679
 JU0679.The dynamic height is computed by dividing the NAVD 88
 JU0679.geopotential number by the normal gravity value computed on the
 JU0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0679.degrees latitude (g = 980.6199 gals.).
 JU0679
 JU0679.The modeled gravity was interpolated from observed gravity values.
 JU0679
 JU0679;                    North         East    Units  Estimated Accuracy
 JU0679;SPC NJ       -   118,040.       96,890.      MT  (+/- 180 meters Scaled)
 JU0679
 JU0679                          SUPERSEDED SURVEY CONTROL
 JU0679
 JU0679  NGVD 29 (??/??/??)    5.905  (m)           19.37   (f) ADJUSTED    1 2
 JU0679
 JU0679.Superseded values are not recommended for survey control.
 JU0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0679.See file dsdata.txt to determine how the superseded data were derived.
 JU0679
 JU0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK896161(NAD 83)
 JU0679_MARKER: DB = BENCH MARK DISK
 JU0679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0679_SP_SET: WALL
 JU0679_STAMPING: 19.373 U 10 1930
 JU0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0679
 JU0679  HISTORY     - Date     Condition        Report By
 JU0679  HISTORY     - 1930     MONUMENTED       CGS
 JU0679  HISTORY     - 1946     GOOD             CGS
 JU0679  HISTORY     - 19941120 GOOD             USPSQD
 JU0679
 JU0679                          STATION DESCRIPTION
 JU0679
 JU0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0679'AT GLOUCESTER.
 JU0679'AT GLOUCESTER, CAMDEN COUNTY, AT THE INTERSECTION OF CUMBERLAND
 JU0679'AND JAY STREETS, AT THE HIGH SCHOOL, AT THE EAST CORNER OF THE
 JU0679'BRICK BUILDING, IN THE NORTHEAST WALL, AND 3 FEET ABOVE THE
 JU0679'GROUND.  A STANDARD DISK, STAMPED 19.373 U 10 1930 AND SET
 JU0679'VERTICALLY.
 JU0679
 JU0679                          STATION RECOVERY (1946)
 JU0679
 JU0679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 JU0679'RECOVERED IN GOOD CONDITION.
 JU0679
 JU0679                          STATION RECOVERY (1994)
 JU0679
 JU0679'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3431 ***********************************************************************
 KV3431  DESIGNATION -  U 101
 KV3431  PID         -  KV3431
 KV3431  STATE/COUNTY-  NJ/PASSAIC
 KV3431  USGS QUAD   -  PATERSON (1995)
 KV3431
 KV3431                         *CURRENT SURVEY CONTROL
 KV3431  ___________________________________________________________________
 KV3431* NAD 83(1986)-  40 54 13.     (N)    074 13 02.     (W)     SCALED    
 KV3431* NAVD 88     -        66.859  (meters)     219.35   (feet)  ADJUSTED  
 KV3431  ___________________________________________________________________
 KV3431  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KV3431  DYNAMIC HT  -          66.830 (meters)     219.26  (feet)  COMP
 KV3431  MODELED GRAV-     980,204.0   (mgal)                       NAVD 88
 KV3431
 KV3431  VERT ORDER  -  FIRST     CLASS II
 KV3431
 KV3431.The horizontal coordinates were scaled from a topographic map and have
 KV3431.an estimated accuracy of +/- 6 seconds.
 KV3431
 KV3431.The orthometric height was determined by differential leveling
 KV3431.and adjusted by the National Geodetic Survey in June 1991..
 KV3431
 KV3431.The geoid height was determined by GEOID03.
 KV3431
 KV3431.The dynamic height is computed by dividing the NAVD 88
 KV3431.geopotential number by the normal gravity value computed on the
 KV3431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3431.degrees latitude (g = 980.6199 gals.).
 KV3431
 KV3431.The modeled gravity was interpolated from observed gravity values.
 KV3431
 KV3431;                    North         East    Units  Estimated Accuracy
 KV3431;SPC NJ       -   229,880.      173,820.      MT  (+/- 180 meters Scaled)
 KV3431
 KV3431                          SUPERSEDED SURVEY CONTROL
 KV3431
 KV3431  NGVD 29 (??/??/??)   67.167  (m)          220.36   (f) ADJUSTED    1 2
 KV3431
 KV3431.Superseded values are not recommended for survey control.
 KV3431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3431.See file dsdata.txt to determine how the superseded data were derived.
 KV3431
 KV3431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL659283(NAD 83)
 KV3431_MARKER: DB = BENCH MARK DISK
 KV3431_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3431_SP_SET: STAINLESS STEEL ROD
 KV3431_STAMPING: U 101 1979
 KV3431_PROJECTION: RECESSED 5 CENTIMETERS
 KV3431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3431_ROD/PIPE-DEPTH: 4.27 meters
 KV3431
 KV3431  HISTORY     - Date     Condition        Report By
 KV3431  HISTORY     - 1979     MONUMENTED       NGS
 KV3431  HISTORY     - 20040722 MARK NOT FOUND   GEOCAC
 KV3431
 KV3431                          STATION DESCRIPTION
 KV3431
 KV3431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3431'IN TOTOWA.
 KV3431'IN TOTOWA, IN THE FRONT LAWN OF THE BOROUGH OF TOTOWA MUNICIPAL
 KV3431'BUILDING, ON THE SOUTHEAST SIDE OF A GRANET STONE NONUMENT FOR THE
 KV3431'DEDICATED FIREMAN OF TOTOWA WITH A LARGE BELL, 195 FEET NORTHEAST
 KV3431'OF THE EAST CORNER OF THE MUNICIPAL BUILDING, 32.5 FEET SOUTHWEST
 KV3431'OF THE SOUTHWEST CURB OF TOTOWA ROAD, 2 FEET SOUTHEAST OF THE
 KV3431'SOUTHEAST BASE OF THE MONUMENT.
 KV3431'THE MARK IS 1 FT ABOVE ROAD.
 KV3431
 KV3431                          STATION RECOVERY (2004)
 KV3431
 KV3431'RECOVERY NOTE BY GEOCACHING 2004 (DH)
 KV3431'THIS MARKER IS DESCRIBED AS BEING 2FT FROM A GRANITE MONUMENT WITH A
 KV3431'LARGE BELL. THIS MONUMENT IS STILL THERE, BUT THERE ARE NEW PAVING
 KV3431'STONE SURROUNDING IT. IT APPEARS THAT THE MARKER MAY HAVE BEEN
 KV3431'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2244 ***********************************************************************
 LY2244  DESIGNATION -  U 102
 LY2244  PID         -  LY2244
 LY2244  STATE/COUNTY-  NJ/PASSAIC
 LY2244  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY2244
 LY2244                         *CURRENT SURVEY CONTROL
 LY2244  ___________________________________________________________________
 LY2244* NAD 83(1986)-  41 06 51.     (N)    074 25 50.     (W)     SCALED    
 LY2244* NAVD 88     -       326.955  (meters)    1072.68   (feet)  ADJUSTED  
 LY2244  ___________________________________________________________________
 LY2244  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 LY2244  DYNAMIC HT  -         326.808 (meters)    1072.20  (feet)  COMP
 LY2244  MODELED GRAV-     980,165.2   (mgal)                       NAVD 88
 LY2244
 LY2244  VERT ORDER  -  FIRST     CLASS II
 LY2244
 LY2244.The horizontal coordinates were scaled from a topographic map and have
 LY2244.an estimated accuracy of +/- 6 seconds.
 LY2244
 LY2244.The orthometric height was determined by differential leveling
 LY2244.and adjusted by the National Geodetic Survey in June 1991..
 LY2244
 LY2244.The geoid height was determined by GEOID03.
 LY2244
 LY2244.The dynamic height is computed by dividing the NAVD 88
 LY2244.geopotential number by the normal gravity value computed on the
 LY2244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2244.degrees latitude (g = 980.6199 gals.).
 LY2244
 LY2244.The modeled gravity was interpolated from observed gravity values.
 LY2244
 LY2244;                    North         East    Units  Estimated Accuracy
 LY2244;SPC NJ       -   253,230.      155,830.      MT  (+/- 180 meters Scaled)
 LY2244
 LY2244                          SUPERSEDED SURVEY CONTROL
 LY2244
 LY2244  NGVD 29 (??/??/92)  327.258  (m)         1073.68   (f) ADJ UNCH    1 2
 LY2244
 LY2244.Superseded values are not recommended for survey control.
 LY2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2244.See file dsdata.txt to determine how the superseded data were derived.
 LY2244
 LY2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL478515(NAD 83)
 LY2244_MARKER: DB = BENCH MARK DISK
 LY2244_SETTING: 66 = SET IN ROCK OUTCROP
 LY2244_SP_SET: ROCK OUTCROP
 LY2244_STAMPING: U 102 1979
 LY2244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2244+STABILITY: POSITION/ELEVATION WELL
 LY2244
 LY2244  HISTORY     - Date     Condition        Report By
 LY2244  HISTORY     - 1979     MONUMENTED       NGS
 LY2244  HISTORY     - 19950904 GOOD             USPSQD
 LY2244
 LY2244                          STATION DESCRIPTION
 LY2244
 LY2244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2244'4.9 MI NE FROM NEWFOUNDLAND.
 LY2244'4.9 MILES NORTH-NORTHEAST ALONG CLINTON ROAD FROM THE JUNCTION OF
 LY2244'STATE ROUTE 23 IN NEWFOUNDLAND TO THE MARK ON THE LEFT, IN TOP OF
 LY2244'A ROCK OUTCROP 4X15-FOOT, 68 FEET NORTHWEST OF THE CENTER OF THE ROAD,
 LY2244'51 FEET NORTHWEST OF A TRIANGLE BLAZED 36-INCH MAPLE TREE ON THE
 LY2244'NORTHWEST EDGE OF THE ROAD, 18 FEET NORTHEAST OF A 36-INCH DOUBLE
 LY2244'TRUNK MAPLE TREE, 12 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 LY2244'OUTCROP.
 LY2244'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 LY2244'THE MARK IS 1 FT ABOVE ROAD.
 LY2244
 LY2244                          STATION RECOVERY (1995)
 LY2244
 LY2244'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY2244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0166 ***********************************************************************
 KV0166  DESIGNATION -  U 12
 KV0166  PID         -  KV0166
 KV0166  STATE/COUNTY-  NJ/PASSAIC
 KV0166  USGS QUAD   -  PATERSON (1995)
 KV0166
 KV0166                         *CURRENT SURVEY CONTROL
 KV0166  ___________________________________________________________________
 KV0166* NAD 83(1986)-  40 54 35.     (N)    074 10 54.     (W)     SCALED    
 KV0166* NAVD 88     -        53.219  (meters)     174.60   (feet)  ADJUSTED  
 KV0166  ___________________________________________________________________
 KV0166  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV0166  DYNAMIC HT  -          53.197 (meters)     174.53  (feet)  COMP
 KV0166  MODELED GRAV-     980,205.4   (mgal)                       NAVD 88
 KV0166
 KV0166  VERT ORDER  -  FIRST     CLASS II
 KV0166
 KV0166.The horizontal coordinates were scaled from a topographic map and have
 KV0166.an estimated accuracy of +/- 6 seconds.
 KV0166
 KV0166.The orthometric height was determined by differential leveling
 KV0166.and adjusted by the National Geodetic Survey in June 1991..
 KV0166
 KV0166.The geoid height was determined by GEOID03.
 KV0166
 KV0166.The dynamic height is computed by dividing the NAVD 88
 KV0166.geopotential number by the normal gravity value computed on the
 KV0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0166.degrees latitude (g = 980.6199 gals.).
 KV0166
 KV0166.The modeled gravity was interpolated from observed gravity values.
 KV0166
 KV0166;                    North         East    Units  Estimated Accuracy
 KV0166;SPC NJ       -   230,570.      176,820.      MT  (+/- 180 meters Scaled)
 KV0166
 KV0166                          SUPERSEDED SURVEY CONTROL
 KV0166
 KV0166  NGVD 29 (??/??/??)   53.528  (m)          175.62   (f) ADJUSTED    1 2
 KV0166
 KV0166.Superseded values are not recommended for survey control.
 KV0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0166.See file dsdata.txt to determine how the superseded data were derived.
 KV0166
 KV0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL689290(NAD 83)
 KV0166_MARKER: DB = BENCH MARK DISK
 KV0166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0166_SP_SET: RETAINING WALL
 KV0166_STAMPING: 175.544 U 12 1933
 KV0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0166
 KV0166  HISTORY     - Date     Condition        Report By
 KV0166  HISTORY     - 1933     MONUMENTED       CGS
 KV0166  HISTORY     - 1944     GOOD             CGS
 KV0166  HISTORY     - 1979     GOOD             NGS
 KV0166  HISTORY     - 20040722 GOOD             GEOCAC
 KV0166
 KV0166                          STATION DESCRIPTION
 KV0166
 KV0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV0166'AT PATERSON.
 KV0166'AT PATERSON, PASSAIC COUNTY, AT THE INTERSECTION OF GRAND AND
 KV0166'NEW STREETS, AT THE CITY RESERVOIR, 96 FEET SOUTH OF THE CENTERLINE
 KV0166'OF NEW STREET, 36 FEET EAST OF THE CENTERLINE OF GRAND STREET,
 KV0166'IN THE FACE OF THE STONE RETAINING WALL ALONG GRAND STREET, AND
 KV0166'ABOUT 1-1/2 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED 175.544
 KV0166'U 12 1933 AND SET VERTICALLY.
 KV0166
 KV0166                          STATION RECOVERY (1979)
 KV0166
 KV0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0166'RECOVERED IN GOOD CONDITION.
 KV0166
 KV0166                          STATION RECOVERY (2004)
 KV0166
 KV0166'RECOVERY NOTE BY GEOCACHING 2004 (DH)
 KV0166'GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0704 ***********************************************************************
 LY0704  DESIGNATION -  U 13
 LY0704  PID         -  LY0704
 LY0704  STATE/COUNTY-  NJ/SUSSEX
 LY0704  USGS QUAD   -  HAMBURG (1976)
 LY0704
 LY0704                         *CURRENT SURVEY CONTROL
 LY0704  ___________________________________________________________________
 LY0704* NAD 83(1986)-  41 08 49.     (N)    074 34 32.     (W)     SCALED    
 LY0704* NAVD 88     -       137.977  (meters)     452.68   (feet)  ADJUSTED  
 LY0704  ___________________________________________________________________
 LY0704  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 LY0704  DYNAMIC HT  -         137.919 (meters)     452.49  (feet)  COMP
 LY0704  MODELED GRAV-     980,196.7   (mgal)                       NAVD 88
 LY0704
 LY0704  VERT ORDER  -  FIRST     CLASS II
 LY0704
 LY0704.The horizontal coordinates were scaled from a topographic map and have
 LY0704.an estimated accuracy of +/- 6 seconds.
 LY0704
 LY0704.The orthometric height was determined by differential leveling
 LY0704.and adjusted by the National Geodetic Survey in June 1991..
 LY0704
 LY0704.The geoid height was determined by GEOID03.
 LY0704
 LY0704.The dynamic height is computed by dividing the NAVD 88
 LY0704.geopotential number by the normal gravity value computed on the
 LY0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0704.degrees latitude (g = 980.6199 gals.).
 LY0704
 LY0704.The modeled gravity was interpolated from observed gravity values.
 LY0704
 LY0704;                    North         East    Units  Estimated Accuracy
 LY0704;SPC NJ       -   256,870.      143,660.      MT  (+/- 180 meters Scaled)
 LY0704
 LY0704                          SUPERSEDED SURVEY CONTROL
 LY0704
 LY0704  NGVD 29 (??/??/92)  138.177  (m)          453.34   (f) ADJ UNCH    1 2
 LY0704
 LY0704.Superseded values are not recommended for survey control.
 LY0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0704.See file dsdata.txt to determine how the superseded data were derived.
 LY0704
 LY0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL356551(NAD 83)
 LY0704_MARKER: DB = BENCH MARK DISK
 LY0704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0704_SP_SET: CULVERT
 LY0704_STAMPING: 453.336 U 13 1933
 LY0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0704+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2006
 LY0704
 LY0704  HISTORY     - Date     Condition        Report By
 LY0704  HISTORY     - 1933     MONUMENTED       CGS
 LY0704  HISTORY     - 1942     GOOD             NGS
 LY0704  HISTORY     - 20060723 GOOD             GEOCAC
 LY0704
 LY0704                          STATION DESCRIPTION
 LY0704
 LY0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0704'AT HAMBURG.
 LY0704'1/2 MILE SOUTH ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0704'RAILROAD FROM THE STATION AT HAMBURG, ABOUT 800 FEET SOUTH OF AN
 LY0704'OVERHEAD CROSSING ON THE LEHIGH AND HUDSON RIVER RAILWAY, 90 FEET
 LY0704'SOUTH OF THE GRADE CROSSING OF AN 18-FOOT CONCRETE ROAD, 25 FEET
 LY0704'NORTH OF THE EAST PORTAL GATE AT THE ENTRANCE TO THE WHEATSWORTH
 LY0704'MILLS OF THE NATIONAL BISCUIT CO., IN THE TOP OF THE U-SHAPED
 LY0704'CONCRETE HEADWALL OF AN 18-INCH CAST-IRON PIPE CULVERT UNDER THE
 LY0704'ROADWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE TOP OF THE RAIL.  A
 LY0704'STANDARD DISK, STAMPED 453.336 U 13 1933.
 LY0704
 LY0704                          STATION RECOVERY (2006)
 LY0704
 LY0704'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0704'ON GINGERBREAD CASTLE ROAD, NORTHEAST OF GATES TO THE ABANDONED
 LY0704'WHEATSWORTH MILLS.  HAND-HELD GPS COORDINATES N 41 08.828 W 074
 LY0704'34.545.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0732 ***********************************************************************
 LY0732  DESIGNATION -  U 14
 LY0732  PID         -  LY0732
 LY0732  STATE/COUNTY-  NJ/SUSSEX
 LY0732  USGS QUAD   -  NEWTON EAST (1971)
 LY0732
 LY0732                         *CURRENT SURVEY CONTROL
 LY0732  ___________________________________________________________________
 LY0732* NAD 83(1986)-  41 03 43.     (N)    074 39 42.     (W)     SCALED    
 LY0732* NAVD 88     -       181.995  (meters)     597.10   (feet)  ADJUSTED  
 LY0732  ___________________________________________________________________
 LY0732  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 LY0732  DYNAMIC HT  -         181.915 (meters)     596.83  (feet)  COMP
 LY0732  MODELED GRAV-     980,179.2   (mgal)                       NAVD 88
 LY0732
 LY0732  VERT ORDER  -  SECOND    CLASS 0
 LY0732
 LY0732.The horizontal coordinates were scaled from a topographic map and have
 LY0732.an estimated accuracy of +/- 6 seconds.
 LY0732
 LY0732.The orthometric height was determined by differential leveling
 LY0732.and adjusted by the National Geodetic Survey in June 1991..
 LY0732
 LY0732.The geoid height was determined by GEOID03.
 LY0732
 LY0732.The dynamic height is computed by dividing the NAVD 88
 LY0732.geopotential number by the normal gravity value computed on the
 LY0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0732.degrees latitude (g = 980.6199 gals.).
 LY0732
 LY0732.The modeled gravity was interpolated from observed gravity values.
 LY0732
 LY0732;                    North         East    Units  Estimated Accuracy
 LY0732;SPC NJ       -   247,440.      136,410.      MT  (+/- 180 meters Scaled)
 LY0732
 LY0732                          SUPERSEDED SURVEY CONTROL
 LY0732
 LY0732  NGVD 29 (??/??/92)  182.196  (m)          597.75   (f) ADJ UNCH    2 0
 LY0732
 LY0732.Superseded values are not recommended for survey control.
 LY0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0732.See file dsdata.txt to determine how the superseded data were derived.
 LY0732
 LY0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL284456(NAD 83)
 LY0732_MARKER: DB = BENCH MARK DISK
 LY0732_SETTING: 66 = SET IN ROCK OUTCROP
 LY0732_SP_SET: ROCK OUTCROP
 LY0732_STAMPING: U 14 1933
 LY0732_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0732+STABILITY: POSITION/ELEVATION WELL
 LY0732
 LY0732  HISTORY     - Date     Condition        Report By
 LY0732  HISTORY     - 1933     MONUMENTED       CGS
 LY0732  HISTORY     - 1942     MARK NOT FOUND   NGS
 LY0732  HISTORY     - 20060604 MARK NOT FOUND   GEOCAC
 LY0732
 LY0732                          STATION DESCRIPTION
 LY0732
 LY0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0732'0.6 MI E FROM SPARTA JUNCTION.
 LY0732'0.6 MILE EAST ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0732'RAILROAD FROM THE STATION AT SPARTA JUNCTION, SUSSEX COUNTY, 51
 LY0732'RAILS WEST OF MILEPOST JC 62, ABOUT 20 RAILS EAST OF THE CROSSING,
 LY0732'AT THE MIDDLE OF A 20-FOOT CUT, 9 FEET NORTH OF THE CENTERLINE OF
 LY0732'THE TRACK, IN THE TOP OF A LARGE ROUND OUTCROP, AND ABOUT 1
 LY0732'FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED 597.755 U
 LY0732'14 1933.
 LY0732
 LY0732                          STATION RECOVERY (2006)
 LY0732
 LY0732'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1285 ***********************************************************************
 KV1285  DESIGNATION -  U 15
 KV1285  PID         -  KV1285
 KV1285  STATE/COUNTY-  NJ/HUNTERDON
 KV1285  USGS QUAD   -  HIGH BRIDGE (1970)
 KV1285
 KV1285                         *CURRENT SURVEY CONTROL
 KV1285  ___________________________________________________________________
 KV1285* NAD 83(1986)-  40 42 39.     (N)    074 57 30.     (W)     SCALED    
 KV1285* NAVD 88     -       150.836  (meters)     494.87   (feet)  ADJUSTED  
 KV1285  ___________________________________________________________________
 KV1285  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KV1285  DYNAMIC HT  -         150.766 (meters)     494.64  (feet)  COMP
 KV1285  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 KV1285
 KV1285  VERT ORDER  -  SECOND    CLASS 0
 KV1285
 KV1285.The horizontal coordinates were scaled from a topographic map and have
 KV1285.an estimated accuracy of +/- 6 seconds.
 KV1285
 KV1285.The orthometric height was determined by differential leveling
 KV1285.and adjusted by the National Geodetic Survey in June 1991..
 KV1285
 KV1285.The geoid height was determined by GEOID03.
 KV1285
 KV1285.The dynamic height is computed by dividing the NAVD 88
 KV1285.geopotential number by the normal gravity value computed on the
 KV1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1285.degrees latitude (g = 980.6199 gals.).
 KV1285
 KV1285.The modeled gravity was interpolated from observed gravity values.
 KV1285
 KV1285;                    North         East    Units  Estimated Accuracy
 KV1285;SPC NJ       -   208,540.      111,270.      MT  (+/- 180 meters Scaled)
 KV1285
 KV1285                          SUPERSEDED SURVEY CONTROL
 KV1285
 KV1285  NGVD 29 (??/??/??)  151.060  (m)          495.60   (f) ADJUSTED    2 0
 KV1285
 KV1285.Superseded values are not recommended for survey control.
 KV1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1285.See file dsdata.txt to determine how the superseded data were derived.
 KV1285
 KV1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL035066(NAD 83)
 KV1285_MARKER: DB = BENCH MARK DISK
 KV1285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1285_SP_SET: BRIDGE WALL
 KV1285_STAMPING: 495.603 U 15 1933
 KV1285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1285+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 KV1285
 KV1285  HISTORY     - Date     Condition        Report By
 KV1285  HISTORY     - 1933     MONUMENTED       CGS
 KV1285  HISTORY     - 1934     GOOD             CGS
 KV1285  HISTORY     - 20030408 GOOD             INDIV
 KV1285
 KV1285                          STATION DESCRIPTION
 KV1285
 KV1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV1285'0.2 MI NW FROM HAMPTON.
 KV1285'0.2 MILE NORTH ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1285'RAILROAD FROM THE STATION AT HAMPTON, HUNTERDON COUNTY, AT THE
 KV1285'SOUTH END OF THE CONCRETE BRIDGE OVER STATE HIGHWAY 30, IN THE
 KV1285'TOP OF THE SOUTH WING WALL, 5 YARDS SOUTH OF THE CENTERLINE OF
 KV1285'THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.  NOTE-- THE
 KV1285'DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE
 KV1285'LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE
 KV1285'LACKAWANNA RAILROAD.
 KV1285
 KV1285                          STATION RECOVERY (2003)
 KV1285
 KV1285'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (WJH)
 KV1285'DISC. WAS RECOVERED AS DESCRIBED. RAILROAD NO LONGER EXISTS ONLY
 KV1285'RAILROAD ABUTMENT. ELEVATION OF MARK ABOVE ROUTE 31 MAKES ACCESS
 KV1285'DIFFCUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0287 ***********************************************************************
 KV0287  DESIGNATION -  U 16
 KV0287  PID         -  KV0287
 KV0287  STATE/COUNTY-  NJ/HUDSON
 KV0287  USGS QUAD   -  JERSEY CITY (1981)
 KV0287
 KV0287                         *CURRENT SURVEY CONTROL
 KV0287  ___________________________________________________________________
 KV0287* NAD 83(1986)-  40 44 22.     (N)    074 03 56.     (W)     SCALED    
 KV0287* NAVD 88     -        15.036  (meters)      49.33   (feet)  ADJUSTED  
 KV0287  ___________________________________________________________________
 KV0287  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KV0287  DYNAMIC HT  -          15.030 (meters)      49.31  (feet)  COMP
 KV0287  MODELED GRAV-     980,241.3   (mgal)                       NAVD 88
 KV0287
 KV0287  VERT ORDER  -  FIRST     CLASS II
 KV0287
 KV0287.The horizontal coordinates were scaled from a topographic map and have
 KV0287.an estimated accuracy of +/- 6 seconds.
 KV0287
 KV0287.The orthometric height was determined by differential leveling
 KV0287.and adjusted by the National Geodetic Survey in June 1991..
 KV0287
 KV0287.The geoid height was determined by GEOID03.
 KV0287
 KV0287.The dynamic height is computed by dividing the NAVD 88
 KV0287.geopotential number by the normal gravity value computed on the
 KV0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0287.degrees latitude (g = 980.6199 gals.).
 KV0287
 KV0287.The modeled gravity was interpolated from observed gravity values.
 KV0287
 KV0287;                    North         East    Units  Estimated Accuracy
 KV0287;SPC NJ       -   211,710.      186,690.      MT  (+/- 180 meters Scaled)
 KV0287
 KV0287                          SUPERSEDED SURVEY CONTROL
 KV0287
 KV0287  NGVD 29 (??/??/??)   15.369  (m)           50.42   (f) ADJUSTED    1 2
 KV0287
 KV0287.Superseded values are not recommended for survey control.
 KV0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0287.See file dsdata.txt to determine how the superseded data were derived.
 KV0287
 KV0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL788102(NAD 83)
 KV0287_MARKER: DB = BENCH MARK DISK
 KV0287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0287_SP_SET: BRIDGE
 KV0287_STAMPING: U 16 1934
 KV0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0287
 KV0287  HISTORY     - Date     Condition        Report By
 KV0287  HISTORY     - 1934     MONUMENTED       CGS
 KV0287
 KV0287                          STATION DESCRIPTION
 KV0287
 KV0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0287'IN JERSEY CITY.
 KV0287'200 YARDS WEST OF WEST EDGE OF TONNELLE CIRCLE, IN SOUTH FACE
 KV0287'OF NORTH BACKWALL OF CONCRETE BRIDGE OVER OLD LINCOLN HIGHWAY,
 KV0287'64 FEET WEST OF EAST END OF WING WALL, 39 FEET NORTH OF NORTH
 KV0287'CURB OF OLD LINCOLN HIGHWAY, 4 FEET ABOVE GROUND, SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0288 ***********************************************************************
 KV0288  DESIGNATION -  U 16 RESET 1938
 KV0288  PID         -  KV0288
 KV0288  STATE/COUNTY-  NJ/HUDSON
 KV0288  USGS QUAD   -  JERSEY CITY (1981)
 KV0288
 KV0288                         *CURRENT SURVEY CONTROL
 KV0288  ___________________________________________________________________
 KV0288* NAD 83(1986)-  40 44 22.     (N)    074 03 56.     (W)     SCALED    
 KV0288* NAVD 88     -        15.315  (meters)      50.25   (feet)  ADJUSTED  
 KV0288  ___________________________________________________________________
 KV0288  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KV0288  DYNAMIC HT  -          15.309 (meters)      50.23  (feet)  COMP
 KV0288  MODELED GRAV-     980,241.3   (mgal)                       NAVD 88
 KV0288
 KV0288  VERT ORDER  -  FIRST     CLASS II
 KV0288
 KV0288.The horizontal coordinates were scaled from a topographic map and have
 KV0288.an estimated accuracy of +/- 6 seconds.
 KV0288
 KV0288.The orthometric height was determined by differential leveling
 KV0288.and adjusted by the National Geodetic Survey in June 1991..
 KV0288.WARNING-Repeat measurements at this control monument indicate possible
 KV0288.vertical movement.
 KV0288
 KV0288.The geoid height was determined by GEOID03.
 KV0288
 KV0288.The dynamic height is computed by dividing the NAVD 88
 KV0288.geopotential number by the normal gravity value computed on the
 KV0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0288.degrees latitude (g = 980.6199 gals.).
 KV0288
 KV0288.The modeled gravity was interpolated from observed gravity values.
 KV0288
 KV0288;                    North         East    Units  Estimated Accuracy
 KV0288;SPC NJ       -   211,710.      186,690.      MT  (+/- 180 meters Scaled)
 KV0288
 KV0288                          SUPERSEDED SURVEY CONTROL
 KV0288
 KV0288  NGVD 29 (04/16/92)   15.660  (m)           51.38   (f) ADJUSTED    1 2
 KV0288
 KV0288.Superseded values are not recommended for survey control.
 KV0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0288.See file dsdata.txt to determine how the superseded data were derived.
 KV0288
 KV0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL788102(NAD 83)
 KV0288_MARKER: DB = BENCH MARK DISK
 KV0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0288_SP_SET: ABUTMENT OF VIADUCT
 KV0288_STAMPING: U 16 RESET 1938
 KV0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0288+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2006
 KV0288
 KV0288  HISTORY     - Date     Condition        Report By
 KV0288  HISTORY     - 1938     MONUMENTED       CGS
 KV0288  HISTORY     - 1962     GOOD             CGS
 KV0288  HISTORY     - 1965     GOOD             CGS
 KV0288  HISTORY     - 20060416 GOOD             GEOCAC
 KV0288
 KV0288                          STATION DESCRIPTION
 KV0288
 KV0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KV0288'AT JERSEY CITY.
 KV0288'AT JERSEY CITY, HUDSON COUNTY, 0.1 MILE WEST OF THE WEST EDGE OF
 KV0288'TONNELLE CIRCLE, AT THE JUNCTION OF ST. PAULS STREET AND SEAMAN
 KV0288'AVENUE, SET VERTICALLY IN THE NORTHWEST FACE AT THE NORTHEAST
 KV0288'END OF THE MAIN ABUTMENT OF A VIADUCT LEADING SOUTHEAST FROM THE
 KV0288'PULASKI SKYWAY TO TONNELLE CIRCLE, 18 FEET SOUTHWEST OF THE
 KV0288'SOUTHWEST EDGE OF PULSKI SKYWAY AND ABOUT 4 FEET ABOVE THE
 KV0288'GROUND.
 KV0288
 KV0288                          STATION RECOVERY (1965)
 KV0288
 KV0288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0288'RECOVERED IN GOOD CONDITION.
 KV0288
 KV0288                          STATION RECOVERY (2006)
 KV0288
 KV0288'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0288'FOUND AS DESCRIBED.  SURFACE OF DISK BADLY WORN.  ONLY THE U CN BE
 KV0288'READ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1225 ***********************************************************************
 KV1225  DESIGNATION -  U 18
 KV1225  PID         -  KV1225
 KV1225  STATE/COUNTY-  NJ/MORRIS
 KV1225  USGS QUAD   -  DOVER (1981)
 KV1225
 KV1225                         *CURRENT SURVEY CONTROL
 KV1225  ___________________________________________________________________
 KV1225* NAD 83(1996)-  40 54 18.95141(N)    074 35 57.17015(W)     ADJUSTED  
 KV1225* NAVD 88     -       207.808  (meters)     681.78   (feet)  ADJUSTED  
 KV1225  ___________________________________________________________________
 KV1225  X           -   1,282,067.607 (meters)                     COMP
 KV1225  Y           -  -4,654,267.681 (meters)                     COMP
 KV1225  Z           -   4,154,592.093 (meters)                     COMP
 KV1225  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 KV1225  ELLIP HEIGHT-         175.10  (meters)          (10/23/02) GPS OBS
 KV1225  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KV1225  DYNAMIC HT  -         207.713 (meters)     681.47  (feet)  COMP
 KV1225  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 KV1225
 KV1225  HORZ ORDER  -  FIRST
 KV1225  VERT ORDER  -  SECOND    CLASS 0
 KV1225  ELLP ORDER  -  FOURTH    CLASS I
 KV1225
 KV1225.The horizontal coordinates were established by GPS observations
 KV1225.and adjusted by the National Geodetic Survey in May 1999..
 KV1225
 KV1225.The orthometric height was determined by differential leveling
 KV1225.and adjusted by the National Geodetic Survey in June 1991..
 KV1225
 KV1225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1225
 KV1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1225
 KV1225.The ellipsoidal height was determined by GPS observations
 KV1225.and is referenced to NAD 83.
 KV1225
 KV1225.The geoid height was determined by GEOID03.
 KV1225
 KV1225.The dynamic height is computed by dividing the NAVD 88
 KV1225.geopotential number by the normal gravity value computed on the
 KV1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1225.degrees latitude (g = 980.6199 gals.).
 KV1225
 KV1225.The modeled gravity was interpolated from observed gravity values.
 KV1225
 KV1225;                    North         East     Units Scale Factor Converg.
 KV1225;SPC NJ       -   230,032.670   141,641.512   MT  0.99990086   -0 03 53.9
 KV1225;SPC NJ       -   754,698.85    464,702.19   sFT  0.99990086   -0 03 53.9
 KV1225;UTM  18      - 4,528,317.892   533,754.978   MT  0.99961402   +0 15 44.8
 KV1225
 KV1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1225!SPC NJ       -   0.99997253  x   0.99990086  =   0.99987340
 KV1225!UTM  18      -   0.99997253  x   0.99961402  =   0.99958656
 KV1225
 KV1225                          SUPERSEDED SURVEY CONTROL
 KV1225
 KV1225  NAD 83(1986)-  40 54 18.95049(N)    074 35 57.17135(W) AD(       ) 1
 KV1225  NGVD 29 (??/??/??)  208.033  (m)          682.52   (f) ADJUSTED    2 0
 KV1225
 KV1225.Superseded values are not recommended for survey control.
 KV1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1225.See file dsdata.txt to determine how the superseded data were derived.
 KV1225
 KV1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3375528318(NAD 83)
 KV1225_MARKER: DB = BENCH MARK DISK
 KV1225_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1225_SP_SET: SOUTHEAST CORNER BRIDGE SEAT
 KV1225_STAMPING: U 18 1935
 KV1225_MARK LOGO: CGS   
 KV1225_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1225+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2003
 KV1225
 KV1225  HISTORY     - Date     Condition        Report By
 KV1225  HISTORY     - 1935     MONUMENTED       CGS
 KV1225  HISTORY     - 19931007 GOOD             NJGS
 KV1225  HISTORY     - 19960527 GOOD             USPSQD
 KV1225  HISTORY     - 20030213 GOOD             AASCO
 KV1225
 KV1225                          STATION DESCRIPTION
 KV1225
 KV1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1225'AT CHESTER.
 KV1225'AT CHESTER, MORRIS COUNTY, ON THE DELAWARE, LACKAWANNA AND
 KV1225'WESTERN RAILROAD, 1/2 MILE NORTH OF MILEPOST 41, AT THE CROSSING
 KV1225'OF THE CENTRAL RAILROAD CO. OF NEW JERSEY TRACK, 500 FEET SOUTHEAST
 KV1225'OF A WATCHMANS TOWER, 100 FEET NORTHWEST OF SIGNAL MAST 412, AND
 KV1225'IN THE TOP OF THE SOUTHEAST CORNER OF THE BASE OF A CONCRETE
 KV1225'BRIDGE.  A STANDARD DISK, STAMPED U 18 1935.  NOTE-- THE DELAWARE,
 KV1225'LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV1225'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV1225
 KV1225                          STATION RECOVERY (1993)
 KV1225
 KV1225'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV1225'THE STATION IS LOCATED IN ROXBURY TOWNSHIP, ON THE SOUTHEAST CORNER
 KV1225'BRIDGE SEAT OF A TWO SPAN RAILROAD BRIDGE CARRYING TWO SETS OF TRACKS
 KV1225'OVER THE ROCKAWAY RIVER.  TO REACH THE STATION FROM THE INTERSECTION
 KV1225'OF U.S. HIGHWAY 46 AND STATE ROUTE 10, AT THE LEDGEWOOD CIRCLE, GO
 KV1225'ABOUT 1.75 MI (2.82 KM) EAST ON U.S. HIGHWAY 46 TO WEST DELL AVENUE
 KV1225'IN KENVIL, TURN LEFT AND GO NORTH ON DELL AVENUE FOR 1.3 MI (2.1 KM)
 KV1225'TO A WYE JUNCTION WITH BERKSHIRE VALLEY ROAD, CONTINUE AHEAD ON WEST
 KV1225'DEWEY AVENUE, COUNTY ROAD 642 AND GO 0.7 MI (1.1 KM) TO THE JUNCTION
 KV1225'WITH MILL ROAD ON THE LEFT. TURN LEFT AND GO 0.05 MI (0.08 KM) TO A
 KV1225'RAILROAD BRIDGE OVERPASS.  PARK TRUCK AND PACK UP THE SLOPE TO THE
 KV1225'LEVEL OF THE TRACKS.  GO EAST ALONG THE TRACKS FOR 0.1 MI (0.2 KM) TO
 KV1225'THE BRIDGE OVER THE ROCKAWAY RIVER AND THE STATION ON THE RIGHT. THE
 KV1225'STATION IS 2.1 FT (0.6 M) EAST FROM THE WEST FACE OF THE EAST
 KV1225'ABUTMENT, 8.0 FT (2.4 M) SOUTH FROM THE SOUTHEAST CORNER GIRDER
 KV1225'BEARING AND 10.0 FT (3.0 M) SOUTH FROM THE SOUTH RAIL OF THE
 KV1225'SOUTHERLY TRACK.  THE STATION, A STANDARD BENCHMARK DISK, STAMPED U
 KV1225'18 1935, IS SET 6.0 FT (1.8 M) BELOW THE LEVEL OF THE TRACKS.
 KV1225
 KV1225                          STATION RECOVERY (1996)
 KV1225
 KV1225'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV1225'RECOVERED IN GOOD CONDITION.
 KV1225
 KV1225                          STATION RECOVERY (2003)
 KV1225
 KV1225'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2003 (CAS)
 KV1225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0899 ***********************************************************************
 KV0899  DESIGNATION -  U 19 RESET 1951
 KV0899  PID         -  KV0899
 KV0899  STATE/COUNTY-  NJ/MIDDLESEX
 KV0899  USGS QUAD   -  JAMESBURG (1981)
 KV0899
 KV0899                         *CURRENT SURVEY CONTROL
 KV0899  ___________________________________________________________________
 KV0899* NAD 83(1986)-  40 21 04.     (N)    074 26 21.     (W)     SCALED    
 KV0899* NAVD 88     -        19.75   (+/-2cm)      64.8    (feet)  VERTCON   
 KV0899  ___________________________________________________________________
 KV0899  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KV0899
 KV0899  VERT ORDER  -  THIRD (See Below)
 KV0899
 KV0899.The horizontal coordinates were scaled from a topographic map and have
 KV0899.an estimated accuracy of +/- 6 seconds.
 KV0899
 KV0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV0899.The vertical order pertains to the NGVD 29 superseded value.
 KV0899
 KV0899.The geoid height was determined by GEOID03.
 KV0899
 KV0899;                    North         East    Units  Estimated Accuracy
 KV0899;SPC NJ       -   168,500.      155,170.      MT  (+/- 180 meters Scaled)
 KV0899
 KV0899                          SUPERSEDED SURVEY CONTROL
 KV0899
 KV0899  NGVD 29 (??/??/??)   20.09   (m)           65.9    (f) RESET       3  
 KV0899
 KV0899.Superseded values are not recommended for survey control.
 KV0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0899.See file dsdata.txt to determine how the superseded data were derived.
 KV0899
 KV0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK476668(NAD 83)
 KV0899_MARKER: DB = BENCH MARK DISK
 KV0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0899_STAMPING: U 19 RESET 1951
 KV0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0899+STABILITY: SURFACE MOTION
 KV0899
 KV0899  HISTORY     - Date     Condition        Report By
 KV0899  HISTORY     - 1951     MONUMENTED       CGS
 KV0899  HISTORY     - 1968     MARK NOT FOUND   LOCSUR
 KV0899
 KV0899                          STATION DESCRIPTION
 KV0899
 KV0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KV0899'IN JAMESBURG.
 KV0899'AT JAMESBURG, MIDDLESEX COUNTY, AT THE INTERSECTION OF AUGUSTA
 KV0899'STREET AND EAST RAILROAD AVENUE, 50 FEET SOUTH OF THE CENTERLINE
 KV0899'OF AUGUSTA STREET, 27 FEET WEST OF THE CENTERLINE OF EAST RAILROAD
 KV0899'AVENUE, AND 12 FEET EAST OF THE EAST RAIL OF THE PENNSYLVANIA
 KV0899'RAILROAD TRACK.
 KV0899
 KV0899                          STATION RECOVERY (1968)
 KV0899
 KV0899'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 KV0899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1002 ***********************************************************************
 KV1002  DESIGNATION -  U 2
 KV1002  PID         -  KV1002
 KV1002  STATE/COUNTY-  NJ/BURLINGTON
 KV1002  USGS QUAD   -  BRISTOL (1981)
 KV1002
 KV1002                         *CURRENT SURVEY CONTROL
 KV1002  ___________________________________________________________________
 KV1002* NAD 83(1986)-  40 06 34.     (N)    074 47 07.     (W)     SCALED    
 KV1002* NAVD 88     -        15.259  (meters)      50.06   (feet)  ADJUSTED  
 KV1002  ___________________________________________________________________
 KV1002  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV1002  DYNAMIC HT  -          15.253 (meters)      50.04  (feet)  COMP
 KV1002  MODELED GRAV-     980,195.4   (mgal)                       NAVD 88
 KV1002
 KV1002  VERT ORDER  -  FIRST     CLASS II
 KV1002
 KV1002.The horizontal coordinates were scaled from a topographic map and have
 KV1002.an estimated accuracy of +/- 6 seconds.
 KV1002
 KV1002.The orthometric height was determined by differential leveling
 KV1002.and adjusted by the National Geodetic Survey in June 1991..
 KV1002
 KV1002.The geoid height was determined by GEOID03.
 KV1002
 KV1002.The dynamic height is computed by dividing the NAVD 88
 KV1002.geopotential number by the normal gravity value computed on the
 KV1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1002.degrees latitude (g = 980.6199 gals.).
 KV1002
 KV1002.The modeled gravity was interpolated from observed gravity values.
 KV1002
 KV1002;                    North         East    Units  Estimated Accuracy
 KV1002;SPC NJ       -   141,700.      125,680.      MT  (+/- 180 meters Scaled)
 KV1002
 KV1002                          SUPERSEDED SURVEY CONTROL
 KV1002
 KV1002  NGVD 29 (??/??/??)   15.620  (m)           51.25   (f) ADJUSTED    1 2
 KV1002
 KV1002.Superseded values are not recommended for survey control.
 KV1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1002.See file dsdata.txt to determine how the superseded data were derived.
 KV1002
 KV1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK182399(NAD 83)
 KV1002_MARKER: DB = BENCH MARK DISK
 KV1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1002_STAMPING: 51.247 U 2 1924
 KV1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1002+STABILITY: SURFACE MOTION
 KV1002
 KV1002  HISTORY     - Date     Condition        Report By
 KV1002  HISTORY     - 1924     MONUMENTED       CGS
 KV1002  HISTORY     - 1956     MARK NOT FOUND   CGS
 KV1002
 KV1002                          STATION DESCRIPTION
 KV1002
 KV1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1002'AT FLORENCE.
 KV1002'AT FLORENCE, BURLINGTON COUNTY, ON THE PENNSYLVANIA RAILROAD, 100
 KV1002'FEET WEST OF THE STATION, AT THE CROSSING OF A CONCRETE HIGHWAY,
 KV1002'56 FEET EAST OF THE CENTERLINE OF THE ROAD, 41 FEET SOUTH OF THE
 KV1002'SOUTH RAIL, 7 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND IN
 KV1002'LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED 51.247 U 2
 KV1002'1924 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0247 ***********************************************************************
 JU0247  DESIGNATION -  U 20
 JU0247  PID         -  JU0247
 JU0247  STATE/COUNTY-  NJ/OCEAN
 JU0247  USGS QUAD   -  KESWICK GROVE (1971)
 JU0247
 JU0247                         *CURRENT SURVEY CONTROL
 JU0247  ___________________________________________________________________
 JU0247* NAD 83(1996)-  39 57 06.47821(N)    074 20 47.66266(W)     ADJUSTED  
 JU0247* NAVD 88     -        31.637  (meters)     103.80   (feet)  ADJUSTED  
 JU0247  ___________________________________________________________________
 JU0247  X           -   1,321,067.248 (meters)                     COMP
 JU0247  Y           -  -4,714,553.851 (meters)                     COMP
 JU0247  Z           -   4,073,883.554 (meters)                     COMP
 JU0247  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 JU0247  ELLIP HEIGHT-          -1.21  (meters)          (10/23/02) GPS OBS
 JU0247  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 JU0247  DYNAMIC HT  -          31.622 (meters)     103.75  (feet)  COMP
 JU0247  MODELED GRAV-     980,164.6   (mgal)                       NAVD 88
 JU0247
 JU0247  HORZ ORDER  -  FIRST
 JU0247  VERT ORDER  -  SECOND    CLASS 0
 JU0247  ELLP ORDER  -  FOURTH    CLASS I
 JU0247
 JU0247.The horizontal coordinates were established by GPS observations
 JU0247.and adjusted by the National Geodetic Survey in May 1999..
 JU0247
 JU0247.The orthometric height was determined by differential leveling
 JU0247.and adjusted by the National Geodetic Survey in June 1991..
 JU0247
 JU0247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0247
 JU0247.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0247
 JU0247.The ellipsoidal height was determined by GPS observations
 JU0247.and is referenced to NAD 83.
 JU0247
 JU0247.The geoid height was determined by GEOID03.
 JU0247
 JU0247.The dynamic height is computed by dividing the NAVD 88
 JU0247.geopotential number by the normal gravity value computed on the
 JU0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0247.degrees latitude (g = 980.6199 gals.).
 JU0247
 JU0247.The modeled gravity was interpolated from observed gravity values.
 JU0247
 JU0247;                    North         East     Units Scale Factor Converg.
 JU0247;SPC NJ       -   124,174.312   163,109.626   MT  0.99990212   +0 05 54.7
 JU0247;SPC NJ       -   407,395.22    535,135.50   sFT  0.99990212   +0 05 54.7
 JU0247;UTM  18      - 4,422,611.840   555,815.748   MT  0.99963835   +0 25 10.6
 JU0247
 JU0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0247!SPC NJ       -   1.00000019  x   0.99990212  =   0.99990231
 JU0247!UTM  18      -   1.00000019  x   0.99963835  =   0.99963854
 JU0247
 JU0247                          SUPERSEDED SURVEY CONTROL
 JU0247
 JU0247  ELLIP H (05/14/99)   -1.24   (m)                       GP(       ) 4 1
 JU0247  NAD 83(1992)-  39 57 06.47769(N)    074 20 47.66255(W) AD(       ) 1
 JU0247  ELLIP H (12/16/96)   -1.27   (m)                       GP(       ) 2 1
 JU0247  NAVD 88 (12/16/96)   31.64   (m)          103.8    (f) LEVELING    3  
 JU0247  NGVD 29 (??/??/??)   32.033  (m)          105.09   (f) ADJUSTED    2 0
 JU0247
 JU0247.Superseded values are not recommended for survey control.
 JU0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0247.See file dsdata.txt to determine how the superseded data were derived.
 JU0247
 JU0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK5581622612(NAD 83)
 JU0247_MARKER: DB = BENCH MARK DISK
 JU0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0247_STAMPING: U 20 1935
 JU0247_MARK LOGO: CGS   
 JU0247_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0247+STABILITY: SURFACE MOTION
 JU0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0247+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1995
 JU0247
 JU0247  HISTORY     - Date     Condition        Report By
 JU0247  HISTORY     - 1935     MONUMENTED       CGS
 JU0247  HISTORY     - 1954     GOOD             CGS
 JU0247  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0247  HISTORY     - 19950303 GOOD             TWT
 JU0247  HISTORY     - 19951120 GOOD             NJGS
 JU0247
 JU0247                          STATION DESCRIPTION
 JU0247
 JU0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JU0247'1.7 MI E FROM WHITINGS.
 JU0247'1.7 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JU0247'AT WHITINGS, OCEAN COUNTY, AT THE KESWICK GROVE STATION, 29 FEET
 JU0247'SOUTH OF THE CENTERLINE OF THE RAILROAD TRACKS, 18 FEET NORTHEAST
 JU0247'OF THE CENTERLINE OF A GRAVEL ROAD, 6 FEET EAST OF A CONCRETE
 JU0247'BASE FOR A SIGN POST, 2.3 FEET HIGHER THAN THE CENTERLINE OF THE
 JU0247'RAILROAD, A STANDARD DISK STAMPED U 20 1935 AND SET IN THE TOP
 JU0247'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 JU0247
 JU0247                          STATION RECOVERY (1985)
 JU0247
 JU0247'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0247'MARK NOT FOUND.
 JU0247
 JU0247                          STATION RECOVERY (1995)
 JU0247
 JU0247'RECOVERY NOTE BY TWT CONS ENG 1995 (WPD)
 JU0247'THE STATION IS LOCATED IN MANCHESTER TOWNSHIP AT THE SITE OF THE
 JU0247'FORMER KESWICK GROVE RAILROAD STATION AND SOUTH OF THE FORMER CENTRAL
 JU0247'NEW JERSEY RAILROAD, NOW ABANDONED, AND ALSO SOUTH OF THE JERSEY
 JU0247'CENTRAL POWER AND LIGHT COMPANY ELECTRIC TRANSMISSION LINE EASEMENT.
 JU0247'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 539 AND COUNTY
 JU0247'ROAD 530 IN WHITING, GO EAST ON COUNTY ROAD 530 FOR 1.8 MI (2.9 KM) TO
 JU0247'THE CROSSROADS JUNCTION WITH SCHOOLHOUSE ROAD.  TURN LEFT AND GO
 JU0247'NORTHWEST ON SCHOOLHOUSE ROAD FOR 0.35 MI (0.56 KM) TO A PAVED
 JU0247'ENTRANCE ROAD ON THE RIGHT OPPOSITE THE TEE JUNCTION WITH CONESTOGA
 JU0247'DRIVE ON THE LEFT.  TURN RIGHT AND GO EAST ON THE PAVED ROAD FOR ABOUT
 JU0247'30 M (98.4 FT) TO THE BEGINNING OF A SAND ROAD ON THE RIGHT. TURN
 JU0247'RIGHT AND GO EAST ON THE SAND ROAD FOR ABOUT 0.5 MI (0.8 KM) TO THE
 JU0247'STATION ON THE RIGHT IN A CONSPICUOUSLY CLEARED OUT AREA.  THE STATION
 JU0247'IS 107.5 FT (32.8 M) SOUTHEAST FROM A LARGE STEEL TRANSMISSION TOWER
 JU0247'NUMBER 22, 85.5 FT (26.1 M) EAST FROM WOOD UTILITY POLE NUMBER JC 175
 JU0247'MC, 115 FT (35.1 M) WEST SOUTHWEST FROM WOOD UTILITY POLE NUMBER JC
 JU0247'174 MC AND 6 FT (1.8 M) NORTHWEST FROM THE CONCRETE BASE OF A FORMER
 JU0247'SIGNAL TOWER.  THE STATION IS SET ABOUT 0.2 FT (6.1 CM) ABOVE THE
 JU0247'GROUND.
 JU0247
 JU0247                          STATION RECOVERY (1995)
 JU0247
 JU0247'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0247'THE STATION IS LOCATED IN MANCHESTER TOWNSHIP AT THE SITE OF THE
 JU0247'FORMER KESWICK GROVE RAILROAD STATION AND SOUTH OF THE FORMER CENTRAL
 JU0247'NEW JERSEY RAILROAD, NOW ABANDONED, AND ALSO SOUTH OF THE JERSEY
 JU0247'CENTRAL POWER AND LIGHT COMPANY ELECTRIC TRANSMISSION LINE EASEMENT.
 JU0247'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 70 AND COUNTY
 JU0247'ROAD 539, GO SOUTHEAST ON COUNTY ROAD 539 FOR ABOUT 0.15 MI (0.24 KM)
 JU0247'TO THE WYE JUNCTION WITH COUNTY ROAD 530.  BEAR TO THE LEFT AND GO
 JU0247'SOUTHEAST ON COUNTY ROAD 530 FOR 1.8 MI (2.9 KM) TO THE CROSSROADS
 JU0247'JUNCTION WITH SCHOOLHOUSE ROAD.  TURN LEFT AND GO NORTHWEST ON
 JU0247'SCHOOLHOUSE ROAD FOR 0.35 MI (0.56 KM) TO A PAVED ENTRANCE ROAD ON THE
 JU0247'RIGHT OPPOSITE THE TEE JUNCTION WITH CONESTOGA DRIVE ON THE LEFT.
 JU0247'TURN RIGHT AND GO EAST ON THE PAVED ROAD FOR ABOUT 30 M (98.4 FT) TO
 JU0247'THE BEGINNING OF A SAND ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON
 JU0247'THE SAND ROAD FOR ABOUT 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT IN
 JU0247'A CONSPICUOUSLY CLEARED OUT AREA.  THE STATION IS 107.5 FT (32.8 M)
 JU0247'SOUTHEAST FROM A LARGE STEEL TRANSMISSION TOWER NUMBER 22, 85.5 FT
 JU0247'(26.1 M) EAST FROM WOOD UTILITY POLE NUMBER JC 175 MC, 115 FT (35.1 M)
 JU0247'WEST SOUTHWEST FROM WOOD UTILITY POLE NUMBER JC 174 MC AND 6 FT (1.8
 JU0247'M) NORTHWEST FROM THE CONCRETE BASE OF A FORMER SIGNAL TOWER.  THE
 JU0247'STATION IS A STANDARD U.S.  COAST AND GEODETIC SURVEY AND COMMONWEALTH
 JU0247'OF PENNSYLVANIA SURVEY DISK STAMPED BM U 20 1935, SET ABOUT 0.2 FT
 JU0247'(6.1 CM) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0613 ***********************************************************************
 JU0613  DESIGNATION -  U 21
 JU0613  PID         -  JU0613
 JU0613  STATE/COUNTY-  NJ/CAMDEN
 JU0613  USGS QUAD   -  HAMMONTON (1981)
 JU0613
 JU0613                         *CURRENT SURVEY CONTROL
 JU0613  ___________________________________________________________________
 JU0613* NAD 83(1986)-  39 39 31.     (N)    074 51 24.     (W)     SCALED    
 JU0613* NAVD 88     -        33.124  (meters)     108.67   (feet)  ADJUSTED  
 JU0613  ___________________________________________________________________
 JU0613  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JU0613  DYNAMIC HT  -          33.108 (meters)     108.62  (feet)  COMP
 JU0613  MODELED GRAV-     980,130.4   (mgal)                       NAVD 88
 JU0613
 JU0613  VERT ORDER  -  SECOND    CLASS 0
 JU0613
 JU0613.The horizontal coordinates were scaled from a topographic map and have
 JU0613.an estimated accuracy of +/- 6 seconds.
 JU0613
 JU0613.The orthometric height was determined by differential leveling
 JU0613.and adjusted by the National Geodetic Survey in June 1991..
 JU0613
 JU0613.The geoid height was determined by GEOID03.
 JU0613
 JU0613.The dynamic height is computed by dividing the NAVD 88
 JU0613.geopotential number by the normal gravity value computed on the
 JU0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0613.degrees latitude (g = 980.6199 gals.).
 JU0613
 JU0613.The modeled gravity was interpolated from observed gravity values.
 JU0613
 JU0613;                    North         East    Units  Estimated Accuracy
 JU0613;SPC NJ       -    91,670.      119,400.      MT  (+/- 180 meters Scaled)
 JU0613
 JU0613                          SUPERSEDED SURVEY CONTROL
 JU0613
 JU0613  NGVD 29 (??/??/??)   33.492  (m)          109.88   (f) ADJUSTED    2 0
 JU0613
 JU0613.Superseded values are not recommended for survey control.
 JU0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0613.See file dsdata.txt to determine how the superseded data were derived.
 JU0613
 JU0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ122898(NAD 83)
 JU0613_MARKER: DD = SURVEY DISK
 JU0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0613_STAMPING: U 21 1935
 JU0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0613+STABILITY: SURFACE MOTION
 JU0613
 JU0613  HISTORY     - Date     Condition        Report By
 JU0613  HISTORY     - 1935     MONUMENTED       CGS
 JU0613  HISTORY     - 1936     MARK NOT FOUND   CGS
 JU0613
 JU0613                          STATION DESCRIPTION
 JU0613
 JU0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0613'0.5 MI SW FROM WINSLOW JUNCTION.
 JU0613'0.5 MILE SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0613'THE STATION AT WINSLOW JUNCTION, CAMDEN COUNTY, AT WINSLOW, AT A
 JU0613'ROAD CROSSING, 35 FEET WEST OF THE CENTER LINE OF THE ROAD, AND
 JU0613'38 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 JU0613'STAMPED U 21 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JU0613
 JU0613                          STATION RECOVERY (1936)
 JU0613
 JU0613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 JU0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1576 ***********************************************************************
 KV1576  DESIGNATION -  U 22
 KV1576  PID         -  KV1576
 KV1576  STATE/COUNTY-  NJ/WARREN
 KV1576  USGS QUAD   -  EASTON (1994)
 KV1576
 KV1576                         *CURRENT SURVEY CONTROL
 KV1576  ___________________________________________________________________
 KV1576* NAD 83(1986)-  40 42 18.     (N)    075 11 00.     (W)     SCALED    
 KV1576* NAVD 88     -       120.069  (meters)     393.93   (feet)  ADJUSTED  
 KV1576  ___________________________________________________________________
 KV1576  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KV1576  DYNAMIC HT  -         120.013 (meters)     393.74  (feet)  COMP
 KV1576  MODELED GRAV-     980,157.1   (mgal)                       NAVD 88
 KV1576
 KV1576  VERT ORDER  -  SECOND    CLASS 0
 KV1576
 KV1576.The horizontal coordinates were scaled from a topographic map and have
 KV1576.an estimated accuracy of +/- 6 seconds.
 KV1576
 KV1576.The orthometric height was determined by differential leveling
 KV1576.and adjusted by the National Geodetic Survey in June 1991..
 KV1576
 KV1576.The geoid height was determined by GEOID03.
 KV1576
 KV1576.The dynamic height is computed by dividing the NAVD 88
 KV1576.geopotential number by the normal gravity value computed on the
 KV1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1576.degrees latitude (g = 980.6199 gals.).
 KV1576
 KV1576.The modeled gravity was interpolated from observed gravity values.
 KV1576
 KV1576;                    North         East    Units  Estimated Accuracy
 KV1576;SPC NJ       -   208,020.       92,260.      MT  (+/- 180 meters Scaled)
 KV1576
 KV1576                          SUPERSEDED SURVEY CONTROL
 KV1576
 KV1576  NGVD 29 (??/??/??)  120.293  (m)          394.66   (f) ADJUSTED    2 0
 KV1576
 KV1576.Superseded values are not recommended for survey control.
 KV1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1576.See file dsdata.txt to determine how the superseded data were derived.
 KV1576
 KV1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL845060(NAD 83)
 KV1576_MARKER: DB = BENCH MARK DISK
 KV1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1576_STAMPING: U 22 1942
 KV1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1576+STABILITY: SURFACE MOTION
 KV1576
 KV1576  HISTORY     - Date     Condition        Report By
 KV1576  HISTORY     - 1942     MONUMENTED       CGS
 KV1576  HISTORY     - 1956     MARK NOT FOUND   CGS
 KV1576
 KV1576                          STATION DESCRIPTION
 KV1576
 KV1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1576'1.2 MI NE FROM PHILLIPSBURG.
 KV1576'1.25 MILES NE ALONG THE BELVIDERE TURN PIKE FORM THE POST OFFICE
 KV1576'AT PHILLIPSBURG, WARREN COUNTY, AT DELAWARE PARK, 28.5 FEET
 KV1576'SE OF THE CENTERLINE OF THE BELVIDERE TURN PIKE, 10.9 FEET E
 KV1576'OF A 28-INCH OAK TREE, 34.4 FEET NORTH OF A 30-INCH MAPLE TREE,
 KV1576'9.4 FEET SE OF A TELEPHONE POLE, ABOUT 4 FEET HIGHER THAN THE
 KV1576'ROAD, A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 KV1576'NOTE-- THIS MARK WAS SEARCHED FOR BUT NOT FOUND.  A NEW HOME
 KV1576'CONSTRUCTED NEAR SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1632 ***********************************************************************
 KV1632  DESIGNATION -  U 23
 KV1632  PID         -  KV1632
 KV1632  STATE/COUNTY-  NJ/WARREN
 KV1632  USGS QUAD   -  BELVIDERE (1992)
 KV1632
 KV1632                         *CURRENT SURVEY CONTROL
 KV1632  ___________________________________________________________________
 KV1632* NAD 83(1986)-  40 49 45.     (N)    075 05 01.     (W)     SCALED    
 KV1632* NAVD 88     -        79.868  (meters)     262.03   (feet)  ADJUSTED  
 KV1632  ___________________________________________________________________
 KV1632  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KV1632  DYNAMIC HT  -          79.832 (meters)     261.92  (feet)  COMP
 KV1632  MODELED GRAV-     980,175.3   (mgal)                       NAVD 88
 KV1632
 KV1632  VERT ORDER  -  SECOND    CLASS 0
 KV1632
 KV1632.The horizontal coordinates were scaled from a topographic map and have
 KV1632.an estimated accuracy of +/- 6 seconds.
 KV1632
 KV1632.The orthometric height was determined by differential leveling
 KV1632.and adjusted by the National Geodetic Survey in June 1991..
 KV1632
 KV1632.The geoid height was determined by GEOID03.
 KV1632
 KV1632.The dynamic height is computed by dividing the NAVD 88
 KV1632.geopotential number by the normal gravity value computed on the
 KV1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1632.degrees latitude (g = 980.6199 gals.).
 KV1632
 KV1632.The modeled gravity was interpolated from observed gravity values.
 KV1632
 KV1632;                    North         East    Units  Estimated Accuracy
 KV1632;SPC NJ       -   221,740.      100,780.      MT  (+/- 180 meters Scaled)
 KV1632
 KV1632                          SUPERSEDED SURVEY CONTROL
 KV1632
 KV1632  NGVD 29 (??/??/??)   80.075  (m)          262.71   (f) ADJUSTED    2 0
 KV1632
 KV1632.Superseded values are not recommended for survey control.
 KV1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1632.See file dsdata.txt to determine how the superseded data were derived.
 KV1632
 KV1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL929197(NAD 83)
 KV1632_MARKER: DB = BENCH MARK DISK
 KV1632_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1632_SP_SET: ABUTMENT
 KV1632_STAMPING: U 23 1942
 KV1632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1632+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 KV1632
 KV1632  HISTORY     - Date     Condition        Report By
 KV1632  HISTORY     - 1942     MONUMENTED       CGS
 KV1632  HISTORY     - 19950909 GOOD             USPSQD
 KV1632  HISTORY     - 20020801 GOOD             LOCENG
 KV1632
 KV1632                          STATION DESCRIPTION
 KV1632
 KV1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1632'0.3 MI W FROM BELVIDERE.
 KV1632'0.3 MILE WEST OF THE INTERSECTION OF MARKET AND WATER STREETS AT
 KV1632'BELVIDERE, WARREN COUNTY, AT THE DELAWARE RIVER BRIDGE, IN THE
 KV1632'SOUTHEAST WING WALL OF THE EAST ABUTMENT, 14.2 FEET WEST OF A
 KV1632'POWER-TRANSMISSION LINE POLE, 11.4 FEET SOUTH OF THE CENTER LINE
 KV1632'OF THE HIGHWAY, 4.9 FEET WEST OF THE WEST CORNER OF THE BRIDGE
 KV1632'OFFICE, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 KV1632'DISK, STAMPED U 23 1942.
 KV1632
 KV1632                          STATION RECOVERY (1995)
 KV1632
 KV1632'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1632'RECOVERED IN GOOD CONDITION.
 KV1632
 KV1632                          STATION RECOVERY (2002)
 KV1632
 KV1632'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2002 (AB)
 KV1632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1299 ***********************************************************************
 KV1299  DESIGNATION -  U 24
 KV1299  PID         -  KV1299
 KV1299  STATE/COUNTY-  NJ/MORRIS
 KV1299  USGS QUAD   -  CHESTER (1981)
 KV1299
 KV1299                         *CURRENT SURVEY CONTROL
 KV1299  ___________________________________________________________________
 KV1299* NAD 83(1986)-  40 47 36.     (N)    074 42 10.     (W)     SCALED    
 KV1299* NAVD 88     -       229.493  (meters)     752.93   (feet)  ADJUSTED  
 KV1299  ___________________________________________________________________
 KV1299  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV1299  DYNAMIC HT  -         229.387 (meters)     752.58  (feet)  COMP
 KV1299  MODELED GRAV-     980,156.3   (mgal)                       NAVD 88
 KV1299
 KV1299  VERT ORDER  -  SECOND    CLASS 0
 KV1299
 KV1299.The horizontal coordinates were scaled from a topographic map and have
 KV1299.an estimated accuracy of +/- 6 seconds.
 KV1299
 KV1299.The orthometric height was determined by differential leveling
 KV1299.and adjusted by the National Geodetic Survey in June 1991..
 KV1299
 KV1299.The geoid height was determined by GEOID03.
 KV1299
 KV1299.The dynamic height is computed by dividing the NAVD 88
 KV1299.geopotential number by the normal gravity value computed on the
 KV1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1299.degrees latitude (g = 980.6199 gals.).
 KV1299
 KV1299.The modeled gravity was interpolated from observed gravity values.
 KV1299
 KV1299;                    North         East    Units  Estimated Accuracy
 KV1299;SPC NJ       -   217,620.      132,890.      MT  (+/- 180 meters Scaled)
 KV1299
 KV1299                          SUPERSEDED SURVEY CONTROL
 KV1299
 KV1299  NGVD 29 (??/??/??)  229.720  (m)          753.67   (f) ADJUSTED    2 0
 KV1299
 KV1299.Superseded values are not recommended for survey control.
 KV1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1299.See file dsdata.txt to determine how the superseded data were derived.
 KV1299
 KV1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL250158(NAD 83)
 KV1299_MARKER: DB = BENCH MARK DISK
 KV1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1299_STAMPING: U 24 1942
 KV1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1299+STABILITY: SURFACE MOTION
 KV1299
 KV1299  HISTORY     - Date     Condition        Report By
 KV1299  HISTORY     - 1942     MONUMENTED       CGS
 KV1299  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV1299
 KV1299                          STATION DESCRIPTION
 KV1299
 KV1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1299'0.6 MI NW FROM CHESTER.
 KV1299'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 31 FROM THE INTERSECTION
 KV1299'OF STATE HIGHWAY 24 AT CHESTER, MORRIS COUNTY, 104 FEET NORTHEAST
 KV1299'OF THE NORTHEAST CORNER OF A GULF SERVICE STATION, 33 FEET WEST
 KV1299'OF THE CENTERLINE OF THE HIGHWAY, 18.4 FEET NORTH OF A POLE, AND
 KV1299'ABOUT LEVEL WITH THE HIGHWAY.
 KV1299
 KV1299                          STATION RECOVERY (1985)
 KV1299
 KV1299'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV1299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1348 ***********************************************************************
 KV1348  DESIGNATION -  U 25
 KV1348  PID         -  KV1348
 KV1348  STATE/COUNTY-  NJ/HUNTERDON
 KV1348  USGS QUAD   -  GLADSTONE (1995)
 KV1348
 KV1348                         *CURRENT SURVEY CONTROL
 KV1348  ___________________________________________________________________
 KV1348* NAD 83(1986)-  40 39 58.     (N)    074 44 58.     (W)     SCALED    
 KV1348* NAVD 88     -        86.442  (meters)     283.60   (feet)  ADJUSTED  
 KV1348  ___________________________________________________________________
 KV1348  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KV1348  DYNAMIC HT  -          86.404 (meters)     283.48  (feet)  COMP
 KV1348  MODELED GRAV-     980,181.0   (mgal)                       NAVD 88
 KV1348
 KV1348  VERT ORDER  -  FIRST     CLASS II
 KV1348
 KV1348.The horizontal coordinates were scaled from a topographic map and have
 KV1348.an estimated accuracy of +/- 6 seconds.
 KV1348
 KV1348.The orthometric height was determined by differential leveling
 KV1348.and adjusted by the National Geodetic Survey in June 1991..
 KV1348
 KV1348.The geoid height was determined by GEOID03.
 KV1348
 KV1348.The dynamic height is computed by dividing the NAVD 88
 KV1348.geopotential number by the normal gravity value computed on the
 KV1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1348.degrees latitude (g = 980.6199 gals.).
 KV1348
 KV1348.The modeled gravity was interpolated from observed gravity values.
 KV1348
 KV1348;                    North         East    Units  Estimated Accuracy
 KV1348;SPC NJ       -   203,500.      128,910.      MT  (+/- 180 meters Scaled)
 KV1348
 KV1348                          SUPERSEDED SURVEY CONTROL
 KV1348
 KV1348  NGVD 29 (01/10/92)   86.702  (m)          284.45   (f) ADJUSTED    1 2
 KV1348
 KV1348.Superseded values are not recommended for survey control.
 KV1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1348.See file dsdata.txt to determine how the superseded data were derived.
 KV1348
 KV1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL211017(NAD 83)
 KV1348_MARKER: DB = BENCH MARK DISK
 KV1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1348_STAMPING: U 25 1942
 KV1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1348+STABILITY: SURFACE MOTION
 KV1348
 KV1348  HISTORY     - Date     Condition        Report By
 KV1348  HISTORY     - 1942     MONUMENTED       CGS
 KV1348  HISTORY     - 1975     GOOD             NGS
 KV1348  HISTORY     - 1978     GOOD             NGS
 KV1348  HISTORY     - 20010331 GOOD             NGS
 KV1348
 KV1348                          STATION DESCRIPTION
 KV1348
 KV1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1348'AT OLDWICK.
 KV1348'AT OLDWICK, HUNTERDON COUNTY, AT THE JUNCTION OF SECONDARY
 KV1348'ROAD 522 AND A MACADAM ROAD, 90 FEET SOUTHWEST OF THE SOUTHEAST
 KV1348'CORNER OF A STUCCO OFFICE BUILDING, 56.4 FEET WEST OF THE
 KV1348'CENTERLINE OF THE JUNCTION, 6.4 FEET NORTHWEST OF POLE TT-45, 25
 KV1348'FEET WEST OF THE CENTERLINE OF THE MACADAM ROAD, AT THE SOUTH
 KV1348'CORNER OF A GRASSY PLOT IN FRONT OF THE BUILDING, 26 FEET NORTH
 KV1348'OF THE CENTERLINE OF A DRIVEWAY LEADING TO THE OFFICE, AND
 KV1348'ABOUT LEVEL WITH THE ROAD.
 KV1348
 KV1348                          STATION RECOVERY (1975)
 KV1348
 KV1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 KV1348'RECOVERED IN GOOD CONDITION.
 KV1348
 KV1348                          STATION RECOVERY (1978)
 KV1348
 KV1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1348'RECOVERED IN GOOD CONDITION.
 KV1348
 KV1348                          STATION RECOVERY (2001)
 KV1348
 KV1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1348'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0543 ***********************************************************************
 KV0543  DESIGNATION -  U 26
 KV0543  PID         -  KV0543
 KV0543  STATE/COUNTY-  NJ/MIDDLESEX
 KV0543  USGS QUAD   -  PLAINFIELD (1995)
 KV0543
 KV0543                         *CURRENT SURVEY CONTROL
 KV0543  ___________________________________________________________________
 KV0543* NAD 83(1986)-  40 34 36.     (N)    074 24 38.     (W)     SCALED    
 KV0543* NAVD 88     -        20.057  (meters)      65.80   (feet)  ADJUSTED  
 KV0543  ___________________________________________________________________
 KV0543  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV0543  DYNAMIC HT  -          20.048 (meters)      65.77  (feet)  COMP
 KV0543  MODELED GRAV-     980,195.1   (mgal)                       NAVD 88
 KV0543  OBS GRAVITY -     980,194.3   (mgal)                       GRAV_OBS
 KV0543
 KV0543  VERT ORDER  -  FIRST     CLASS II
 KV0543
 KV0543.The horizontal coordinates were scaled from a topographic map and have
 KV0543.an estimated accuracy of +/- 6 seconds.
 KV0543
 KV0543.The orthometric height was determined by differential leveling
 KV0543.and adjusted by the National Geodetic Survey in June 1991..
 KV0543
 KV0543.The geoid height was determined by GEOID03.
 KV0543
 KV0543.The dynamic height is computed by dividing the NAVD 88
 KV0543.geopotential number by the normal gravity value computed on the
 KV0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0543.degrees latitude (g = 980.6199 gals.).
 KV0543
 KV0543.The modeled gravity was interpolated from observed gravity values.
 KV0543.The observed gravity was obtained from relative gravimeter ties
 KV0543.to the IGSN71 gravity network.
 KV0543
 KV0543;                    North         East    Units  Estimated Accuracy
 KV0543;SPC NJ       -   193,550.      157,570.      MT  (+/- 180 meters Scaled)
 KV0543
 KV0543                          SUPERSEDED SURVEY CONTROL
 KV0543
 KV0543  NGVD 29 (01/10/92)   20.349  (m)           66.76   (f) ADJUSTED    1 2
 KV0543
 KV0543.Superseded values are not recommended for survey control.
 KV0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0543.See file dsdata.txt to determine how the superseded data were derived.
 KV0543
 KV0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK498919(NAD 83)
 KV0543_MARKER: DB = BENCH MARK DISK
 KV0543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0543_SP_SET: BRIDGE FLOOR
 KV0543_STAMPING: U 26 1942
 KV0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0543
 KV0543  HISTORY     - Date     Condition        Report By
 KV0543  HISTORY     - 1942     MONUMENTED       CGS
 KV0543  HISTORY     - 1971     GOOD             NGS
 KV0543  HISTORY     - 1978     GOOD             NGS
 KV0543
 KV0543                          STATION DESCRIPTION
 KV0543
 KV0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV0543'AT SOUTH PLAINFIELD.
 KV0543'AT SOUTH PLAINFIELD, MIDDLESEX COUNTY, 500 FEET EAST OF THE
 KV0543'LEHIGH VALLEY RAILROAD STATION AT BRIDGE P 26 B, IN THE NORTH
 KV0543'END OF THE WESTERNMOST TRIANGULATION EXTENSION OF THE BRIDGE
 KV0543'FLOOR, 14 FEET NORTH OF THE NORTH RAIL, ABOUT 3 FEET HIGHER
 KV0543'THAN THE TOP OF THE MIDDLE PIER, AND ABOUT 1 FOOT LOWER THAN
 KV0543'THE TRACK.
 KV0543
 KV0543                          STATION RECOVERY (1971)
 KV0543
 KV0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KV0543'RECOVERED IN GOOD CONDITION.
 KV0543
 KV0543                          STATION RECOVERY (1978)
 KV0543
 KV0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1780 ***********************************************************************
 KV1780  DESIGNATION -  U 27
 KV1780  PID         -  KV1780
 KV1780  STATE/COUNTY-  NJ/HUNTERDON
 KV1780  USGS QUAD   -  FRENCHTOWN (1997)
 KV1780
 KV1780                         *CURRENT SURVEY CONTROL
 KV1780  ___________________________________________________________________
 KV1780* NAD 83(1996)-  40 31 18.79493(N)    075 00 23.91889(W)     ADJUSTED  
 KV1780* NAVD 88     -       153.095  (meters)     502.28   (feet)  ADJUSTED  
 KV1780  ___________________________________________________________________
 KV1780  X           -   1,256,112.360 (meters)                     COMP
 KV1780  Y           -  -4,690,050.553 (meters)                     COMP
 KV1780  Z           -   4,122,285.119 (meters)                     COMP
 KV1780  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 KV1780  ELLIP HEIGHT-         119.09  (meters)          (10/23/02) GPS OBS
 KV1780  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KV1780  DYNAMIC HT  -         153.020 (meters)     502.03  (feet)  COMP
 KV1780  MODELED GRAV-     980,133.3   (mgal)                       NAVD 88
 KV1780
 KV1780  HORZ ORDER  -  FIRST
 KV1780  VERT ORDER  -  SECOND    CLASS 0
 KV1780  ELLP ORDER  -  FOURTH    CLASS I
 KV1780
 KV1780.The horizontal coordinates were established by GPS observations
 KV1780.and adjusted by the National Geodetic Survey in May 1999..
 KV1780
 KV1780.The orthometric height was determined by differential leveling
 KV1780.and adjusted by the National Geodetic Survey in June 1991..
 KV1780
 KV1780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1780
 KV1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1780
 KV1780.The ellipsoidal height was determined by GPS observations
 KV1780.and is referenced to NAD 83.
 KV1780
 KV1780.The geoid height was determined by GEOID03.
 KV1780
 KV1780.The dynamic height is computed by dividing the NAVD 88
 KV1780.geopotential number by the normal gravity value computed on the
 KV1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1780.degrees latitude (g = 980.6199 gals.).
 KV1780
 KV1780.The modeled gravity was interpolated from observed gravity values.
 KV1780
 KV1780;                    North         East     Units Scale Factor Converg.
 KV1780;SPC NJ       -   187,582.141   107,071.076   MT  0.99992268   -0 19 45.1
 KV1780;SPC NJ       -   615,425.74    351,282.36   sFT  0.99992268   -0 19 45.1
 KV1780;UTM  18      - 4,485,684.264   499,437.200   MT  0.99960000   -0 00 15.5
 KV1780
 KV1780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1780!SPC NJ       -   0.99998132  x   0.99992268  =   0.99990400
 KV1780!UTM  18      -   0.99998132  x   0.99960000  =   0.99958133
 KV1780
 KV1780                          SUPERSEDED SURVEY CONTROL
 KV1780
 KV1780  ELLIP H (05/14/99)  119.10   (m)                       GP(       ) 4 1
 KV1780  NAD 83(1986)-  40 31 18.79363(N)    075 00 23.92258(W) AD(       ) 1
 KV1780  NAVD 88 (12/17/93)  153.09   (m)          502.3    (f) LEVELING    3  
 KV1780  NGVD 29 (??/??/??)  153.349  (m)          503.11   (f) ADJUSTED    2 0
 KV1780
 KV1780.Superseded values are not recommended for survey control.
 KV1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1780.See file dsdata.txt to determine how the superseded data were derived.
 KV1780
 KV1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9943785684(NAD 83)
 KV1780_MARKER: DB = BENCH MARK DISK
 KV1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1780_SP_SET: CONCRETE POST
 KV1780_STAMPING: U 27 1942
 KV1780_MARK LOGO: CGS   
 KV1780_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1780+STABILITY: SURFACE MOTION
 KV1780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1780+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 KV1780
 KV1780  HISTORY     - Date     Condition        Report By
 KV1780  HISTORY     - 1942     MONUMENTED       CGS
 KV1780  HISTORY     - 1956     GOOD             CGS
 KV1780  HISTORY     - 19930315 GOOD             NJGS
 KV1780  HISTORY     - 20030211 GOOD             INDIV
 KV1780  HISTORY     - 20060125 GOOD             AASCO
 KV1780
 KV1780                          STATION DESCRIPTION
 KV1780
 KV1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1780'AT BAPTISTOWN.
 KV1780'AT BAPTISTOWN, AT THE INTERSECTION OF STATE HIGHWAY 12 AND COUNTY
 KV1780'ROAD NO. 519, 109.4 FEET WEST OF THE CENTERLINE OF THE COUNTY ROAD,
 KV1780'51.2 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 32 1/2 FEET
 KV1780'NORTH OF TELEPHONE POLE NO. 333, 18.2 FEET SOUTHEAST OF THE SOUTH
 KV1780'END OF THE WEST HEADWALL OF A 24 INCH IRON PIPE CULVERT, 10 FEET
 KV1780'WEST OF A 36-INCH ELM TREE (THE EAST ONE OF FOUR), 1 FOOT ABOVE
 KV1780'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 KV1780'PROJECTING 2-INCHES.
 KV1780
 KV1780                          STATION RECOVERY (1993)
 KV1780
 KV1780'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV1780'THE STATION IS LOCATED IN KINGWOOD TOWNSHIP, AT THE INTERSECTION OF
 KV1780'STATE ROUTE 12 AND COUNTY ROAD 519.  THE STATION IS 109.4 FT
 KV1780'(33.3 M) WEST FROM THE CENTERLINE OF COUNTY ROAD 519, 51.2 FT
 KV1780'(15.6 M) SOUTH FROM THE CENTERLINE OF STATE ROUTE 12, 32.5 FT
 KV1780'(9.9 M) NORTH FROM POLE NUMBER 333 AND 18.2 FT (5.5 M) SOUTHEAST FROM
 KV1780'THE SOUTH END OF THE WEST HEADWALL OF A 2 FT (0.6 M) DIAMETER PIPE
 KV1780'CULVERT.  THE STATION PROJECTS ABOUT 0.2 FT (0.1 M) ABOVE THE GROUND.
 KV1780
 KV1780                          STATION RECOVERY (2003)
 KV1780
 KV1780'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SC)
 KV1780'RECOVERED IN GOOD CONDITION.
 KV1780
 KV1780                          STATION RECOVERY (2006)
 KV1780
 KV1780'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV1780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1195 ***********************************************************************
 KV1195  DESIGNATION -  U 28
 KV1195  PID         -  KV1195
 KV1195  STATE/COUNTY-  NJ/HUNTERDON
 KV1195  USGS QUAD   -  CALIFON (1970)
 KV1195
 KV1195                         *CURRENT SURVEY CONTROL
 KV1195  ___________________________________________________________________
 KV1195* NAD 83(1986)-  40 38 13.     (N)    074 50 11.     (W)     SCALED    
 KV1195* NAVD 88     -        89.902  (meters)     294.95   (feet)  ADJUSTED  
 KV1195  ___________________________________________________________________
 KV1195  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KV1195  DYNAMIC HT  -          89.860 (meters)     294.82  (feet)  COMP
 KV1195  MODELED GRAV-     980,166.6   (mgal)                       NAVD 88
 KV1195
 KV1195  VERT ORDER  -  FIRST     CLASS II
 KV1195
 KV1195.The horizontal coordinates were scaled from a topographic map and have
 KV1195.an estimated accuracy of +/- 6 seconds.
 KV1195
 KV1195.The orthometric height was determined by differential leveling
 KV1195.and adjusted by the National Geodetic Survey in June 1991..
 KV1195
 KV1195.The geoid height was determined by GEOID03.
 KV1195
 KV1195.The dynamic height is computed by dividing the NAVD 88
 KV1195.geopotential number by the normal gravity value computed on the
 KV1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1195.degrees latitude (g = 980.6199 gals.).
 KV1195
 KV1195.The modeled gravity was interpolated from observed gravity values.
 KV1195
 KV1195;                    North         East    Units  Estimated Accuracy
 KV1195;SPC NJ       -   200,290.      121,550.      MT  (+/- 180 meters Scaled)
 KV1195
 KV1195                          SUPERSEDED SURVEY CONTROL
 KV1195
 KV1195  NGVD 29 (??/??/??)   90.144  (m)          295.75   (f) ADJUSTED    1 2
 KV1195
 KV1195.Superseded values are not recommended for survey control.
 KV1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1195.See file dsdata.txt to determine how the superseded data were derived.
 KV1195
 KV1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK138984(NAD 83)
 KV1195_MARKER: DB = BENCH MARK DISK
 KV1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1195_STAMPING: U 28 1942
 KV1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1195+STABILITY: SURFACE MOTION
 KV1195
 KV1195  HISTORY     - Date     Condition        Report By
 KV1195  HISTORY     - 1942     MONUMENTED       CGS
 KV1195  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 KV1195
 KV1195                          STATION DESCRIPTION
 KV1195
 KV1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1195'AT LEBANON.
 KV1195'THIS MARK IS AT LEBANON, HUNTERDON COUNTY, ACROSS THE TAR
 KV1195'ROAD AND HEDGE ROW FROM THE STATION, 53.3 FEET WEST OF THE
 KV1195'NORTHWEST CORNER OF THE STATION, 22 FEET SOUTH OF THE SOUTH
 KV1195'RAIL OF THE EAST BOUND TRACK, 9 FEET SOUTHWEST OF A CROSSING
 KV1195'WARNING SIGN, JUST WEST OF THE HEDGE ROW AND IS A STANDARD
 KV1195'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 KV1195
 KV1195                          STATION RECOVERY (1995)
 KV1195
 KV1195'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1196 ***********************************************************************
 KV1196  DESIGNATION -  U 28 NJGS RESET 1954
 KV1196  PID         -  KV1196
 KV1196  STATE/COUNTY-  NJ/HUNTERDON
 KV1196  USGS QUAD   -  CALIFON (1970)
 KV1196
 KV1196                         *CURRENT SURVEY CONTROL
 KV1196  ___________________________________________________________________
 KV1196* NAD 83(1986)-  40 38 13.     (N)    074 50 11.     (W)     SCALED    
 KV1196* NAVD 88     -        90.01   (meters)     295.3    (feet)  RESET     
 KV1196  ___________________________________________________________________
 KV1196  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KV1196
 KV1196  VERT ORDER  -  THIRD
 KV1196
 KV1196.The horizontal coordinates were scaled from a topographic map and have
 KV1196.an estimated accuracy of +/- 6 seconds.
 KV1196
 KV1196.The orthometric height was computed from unverified reset data.
 KV1196
 KV1196.The geoid height was determined by GEOID03.
 KV1196
 KV1196;                    North         East    Units  Estimated Accuracy
 KV1196;SPC NJ       -   200,290.      121,550.      MT  (+/- 180 meters Scaled)
 KV1196
 KV1196                          SUPERSEDED SURVEY CONTROL
 KV1196
 KV1196  NGVD 29 (??/??/??)   90.24   (m)          296.1    (f) RESET       3  
 KV1196
 KV1196.Superseded values are not recommended for survey control.
 KV1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1196.See file dsdata.txt to determine how the superseded data were derived.
 KV1196
 KV1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK138984(NAD 83)
 KV1196_MARKER: DB = BENCH MARK DISK
 KV1196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1196_SP_SET: FOUNDATION
 KV1196_STAMPING: U 28 RESET 1954
 KV1196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1196
 KV1196  HISTORY     - Date     Condition        Report By
 KV1196  HISTORY     - 1954     MONUMENTED       NJGS
 KV1196  HISTORY     - 1954     GOOD             CGS
 KV1196  HISTORY     - 1954     GOOD             USGS
 KV1196  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 KV1196
 KV1196                          STATION DESCRIPTION
 KV1196
 KV1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KV1196'AT LEBANON.
 KV1196'AT LEBANON, HUNTERDON COUNTY, ON THE CENTRAL RAILROAD OF
 KV1196'NEW JERSEY, 308 FEET WEST OF MILEPOST 48, 20.7 FEET NORTHWEST
 KV1196'OF THE NORTHWEST CORNER OF THE STATION, 13.6 FEET SOUTH OF THE
 KV1196'SOUTH RAIL, AT A CROSSING-WARNING SIGN, IN THE TOP OF THE
 KV1196'SOUTH SIDE OF THE FOUNDATION, AND 15 INCHES ABOVE GROUND.
 KV1196
 KV1196                          STATION RECOVERY (1954)
 KV1196
 KV1196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KV1196'RECOVERED IN GOOD CONDITION.
 KV1196
 KV1196                          STATION RECOVERY (1995)
 KV1196
 KV1196'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1197 ***********************************************************************
 KV1197  DESIGNATION -  U 28 RESET 1974
 KV1197  PID         -  KV1197
 KV1197  STATE/COUNTY-  NJ/HUNTERDON
 KV1197  USGS QUAD   -  CALIFON (1970)
 KV1197
 KV1197                         *CURRENT SURVEY CONTROL
 KV1197  ___________________________________________________________________
 KV1197* NAD 83(1986)-  40 38 12.     (N)    074 50 11.     (W)     SCALED    
 KV1197* NAVD 88     -        89.712  (meters)     294.33   (feet)  ADJUSTED  
 KV1197  ___________________________________________________________________
 KV1197  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KV1197  DYNAMIC HT  -          89.671 (meters)     294.20  (feet)  COMP
 KV1197  MODELED GRAV-     980,166.5   (mgal)                       NAVD 88
 KV1197
 KV1197  VERT ORDER  -  FIRST     CLASS II
 KV1197
 KV1197.The horizontal coordinates were scaled from a topographic map and have
 KV1197.an estimated accuracy of +/- 6 seconds.
 KV1197
 KV1197.The orthometric height was determined by differential leveling
 KV1197.and adjusted by the National Geodetic Survey in June 1991..
 KV1197
 KV1197.The geoid height was determined by GEOID03.
 KV1197
 KV1197.The dynamic height is computed by dividing the NAVD 88
 KV1197.geopotential number by the normal gravity value computed on the
 KV1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1197.degrees latitude (g = 980.6199 gals.).
 KV1197
 KV1197.The modeled gravity was interpolated from observed gravity values.
 KV1197
 KV1197;                    North         East    Units  Estimated Accuracy
 KV1197;SPC NJ       -   200,260.      121,550.      MT  (+/- 180 meters Scaled)
 KV1197
 KV1197                          SUPERSEDED SURVEY CONTROL
 KV1197
 KV1197  NGVD 29 (01/10/92)   89.959  (m)          295.14   (f) ADJUSTED    1 2
 KV1197
 KV1197.Superseded values are not recommended for survey control.
 KV1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1197.See file dsdata.txt to determine how the superseded data were derived.
 KV1197
 KV1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK138984(NAD 83)
 KV1197_MARKER: DB = BENCH MARK DISK
 KV1197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1197_SP_SET: FLAGPOLE BASE
 KV1197_STAMPING: U 28 RESET 1974
 KV1197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1197
 KV1197  HISTORY     - Date     Condition        Report By
 KV1197  HISTORY     - 1974     MONUMENTED       LOCSUR
 KV1197  HISTORY     - 1978     GOOD             NGS
 KV1197  HISTORY     - 19950909 GOOD             USPSQD
 KV1197
 KV1197                          STATION DESCRIPTION
 KV1197
 KV1197'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 KV1197'AT LEBANON.
 KV1197'AT LEBANON, HUNTERDON COUNTY, ON THE CENTRAL RAILROAD OF NEW
 KV1197'JERSEY, 303 FEET WEST OF MILEPOST 48, 12.6 FEET WEST OF THE
 KV1197'NORTHWEST CORNER OF THE STATION, 22.5 FEET SOUTH OF THE SOUTH
 KV1197'RAIL, AT A CONCRETE FLAGPOLE BASE IN THE TOP OF THE NORTHWEST
 KV1197'CORNER OF THE FLAGPOLE BASE AND FLUSH WITH THE GROUND.
 KV1197
 KV1197                          STATION RECOVERY (1978)
 KV1197
 KV1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1197'AT LEBANON AT THE LEBANON TRAIN STATION, A DRILL SET IN THE NORTHEAST
 KV1197'CORNER OF THE CONCRETE BASE OF A FLAG POLE, 35.5 FEET SOUTH OF THE
 KV1197'SOUTH RAIL OF THE MAIN TRACK, 18.5 FEET EAST OF THE CENTER OF A
 KV1197'BLACKTOP ROAD CROSSING THE TRACKS, 12.5 FEET NORTHWEST OF THE
 KV1197'NORTHWEST CORNER OF THE STATION, AND 0.8 FOOT WEST OF THE NORTH ONE
 KV1197'AND TALLEST OF THREE FLAG POLES.
 KV1197
 KV1197                          STATION RECOVERY (1995)
 KV1197
 KV1197'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1068 ***********************************************************************
 KV1068  DESIGNATION -  U 29
 KV1068  PID         -  KV1068
 KV1068  STATE/COUNTY-  NJ/HUNTERDON
 KV1068  USGS QUAD   -  STOCKTON (1981)
 KV1068
 KV1068                         *CURRENT SURVEY CONTROL
 KV1068  ___________________________________________________________________
 KV1068* NAD 83(1986)-  40 28 30.     (N)    074 57 50.     (W)     SCALED    
 KV1068* NAVD 88     -       132.565  (meters)     434.92   (feet)  ADJUSTED  
 KV1068  ___________________________________________________________________
 KV1068  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KV1068  DYNAMIC HT  -         132.500 (meters)     434.71  (feet)  COMP
 KV1068  MODELED GRAV-     980,132.4   (mgal)                       NAVD 88
 KV1068
 KV1068  VERT ORDER  -  SECOND    CLASS 0
 KV1068
 KV1068.The horizontal coordinates were scaled from a topographic map and have
 KV1068.an estimated accuracy of +/- 6 seconds.
 KV1068
 KV1068.The orthometric height was determined by differential leveling
 KV1068.and adjusted by the National Geodetic Survey in June 1991..
 KV1068
 KV1068.The geoid height was determined by GEOID03.
 KV1068
 KV1068.The dynamic height is computed by dividing the NAVD 88
 KV1068.geopotential number by the normal gravity value computed on the
 KV1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1068.degrees latitude (g = 980.6199 gals.).
 KV1068
 KV1068.The modeled gravity was interpolated from observed gravity values.
 KV1068
 KV1068;                    North         East    Units  Estimated Accuracy
 KV1068;SPC NJ       -   182,360.      110,670.      MT  (+/- 180 meters Scaled)
 KV1068
 KV1068                          SUPERSEDED SURVEY CONTROL
 KV1068
 KV1068  NGVD 29 (??/??/??)  132.823  (m)          435.77   (f) ADJUSTED    2 0
 KV1068
 KV1068.Superseded values are not recommended for survey control.
 KV1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1068.See file dsdata.txt to determine how the superseded data were derived.
 KV1068
 KV1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK030804(NAD 83)
 KV1068_MARKER: DB = BENCH MARK DISK
 KV1068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1068_SP_SET: CULVERT
 KV1068_STAMPING: U 29 1942
 KV1068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1068
 KV1068  HISTORY     - Date     Condition        Report By
 KV1068  HISTORY     - 1942     MONUMENTED       CGS
 KV1068
 KV1068                          STATION DESCRIPTION
 KV1068
 KV1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1068'1 MI SE FROM LOCKTOWN.
 KV1068'1 MILE SOUTHEAST ALONG A TAR AND DIRT ROAD FROM THE ROAD
 KV1068'INTERSECTION AT LOCKTOWN, HUNTERDON COUNTY, 100 FEET SOUTHEAST OF
 KV1068'A CURVE FROM EAST TO SOUTHEAST, AT A LARGE CONCRETE BOX CULVERT,
 KV1068'IN THE NORTHWEST END OF THE SOUTHWEST HEADWALL, AND ABOUT 2 FEET
 KV1068'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0755 ***********************************************************************
 LY0755  DESIGNATION -  U 30
 LY0755  PID         -  LY0755
 LY0755  STATE/COUNTY-  NJ/SUSSEX
 LY0755  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY0755
 LY0755                         *CURRENT SURVEY CONTROL
 LY0755  ___________________________________________________________________
 LY0755* NAD 83(1986)-  41 05 40.     (N)    074 57 31.     (W)     SCALED    
 LY0755* NAVD 88     -       208.020  (meters)     682.48   (feet)  ADJUSTED  
 LY0755  ___________________________________________________________________
 LY0755  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 LY0755  DYNAMIC HT  -         207.928 (meters)     682.18  (feet)  COMP
 LY0755  MODELED GRAV-     980,181.5   (mgal)                       NAVD 88
 LY0755
 LY0755  VERT ORDER  -  SECOND    CLASS 0
 LY0755
 LY0755.The horizontal coordinates were scaled from a topographic map and have
 LY0755.an estimated accuracy of +/- 6 seconds.
 LY0755
 LY0755.The orthometric height was determined by differential leveling
 LY0755.and adjusted by the National Geodetic Survey in June 1991..
 LY0755
 LY0755.The geoid height was determined by GEOID03.
 LY0755
 LY0755.The dynamic height is computed by dividing the NAVD 88
 LY0755.geopotential number by the normal gravity value computed on the
 LY0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0755.degrees latitude (g = 980.6199 gals.).
 LY0755
 LY0755.The modeled gravity was interpolated from observed gravity values.
 LY0755
 LY0755;                    North         East    Units  Estimated Accuracy
 LY0755;SPC NJ       -   251,140.      111,470.      MT  (+/- 180 meters Scaled)
 LY0755
 LY0755                          SUPERSEDED SURVEY CONTROL
 LY0755
 LY0755  NGVD 29 (??/??/92)  208.208  (m)          683.10   (f) ADJ UNCH    2 0
 LY0755
 LY0755.Superseded values are not recommended for survey control.
 LY0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0755.See file dsdata.txt to determine how the superseded data were derived.
 LY0755
 LY0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL034492(NAD 83)
 LY0755_MARKER: DB = BENCH MARK DISK
 LY0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0755_STAMPING: U 30 1942
 LY0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0755+STABILITY: SURFACE MOTION
 LY0755
 LY0755  HISTORY     - Date     Condition        Report By
 LY0755  HISTORY     - 1942     MONUMENTED       CGS
 LY0755
 LY0755                          STATION DESCRIPTION
 LY0755
 LY0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0755'1 MI S FROM FLATBROOKVILLE.
 LY0755'0.3 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0755'AT FLATBROOKVILLE, THENCE 0.7 MILE SOUTH ALONG A GRAVEL ROAD, AT
 LY0755'AN INTERSECTION OF MILLBROOK ROAD AND THE MIDDLEVILLE ROAD, 58
 LY0755'FEET EAST OF THE SOUTH CORNER OF A LARGE 2-STORY FARMHOUSE, 35
 LY0755'FEET NORTHEAST OF THE CENTER LINE OF ROADS AT THE POINT OF
 LY0755'INTERSECTION, AND 2 FEET SOUTHWEST OF A STANDARD REFERENCE POST.
 LY0755'A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0428 ***********************************************************************
 LY0428  DESIGNATION -  U 31
 LY0428  PID         -  LY0428
 LY0428  STATE/COUNTY-  NJ/PASSAIC
 LY0428  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY0428
 LY0428                         *CURRENT SURVEY CONTROL
 LY0428  ___________________________________________________________________
 LY0428* NAD 83(1986)-  41 04 45.     (N)    074 26 39.     (W)     SCALED    
 LY0428* NAVD 88     -       304.124  (meters)     997.78   (feet)  ADJUSTED  
 LY0428  ___________________________________________________________________
 LY0428  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 LY0428  DYNAMIC HT  -         303.989 (meters)     997.34  (feet)  COMP
 LY0428  MODELED GRAV-     980,171.2   (mgal)                       NAVD 88
 LY0428
 LY0428  VERT ORDER  -  FIRST     CLASS II
 LY0428
 LY0428.The horizontal coordinates were scaled from a topographic map and have
 LY0428.an estimated accuracy of +/- 6 seconds.
 LY0428
 LY0428.The orthometric height was determined by differential leveling
 LY0428.and adjusted by the National Geodetic Survey in June 1991..
 LY0428
 LY0428.The geoid height was determined by GEOID03.
 LY0428
 LY0428.The dynamic height is computed by dividing the NAVD 88
 LY0428.geopotential number by the normal gravity value computed on the
 LY0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0428.degrees latitude (g = 980.6199 gals.).
 LY0428
 LY0428.The modeled gravity was interpolated from observed gravity values.
 LY0428
 LY0428;                    North         East    Units  Estimated Accuracy
 LY0428;SPC NJ       -   249,340.      154,690.      MT  (+/- 180 meters Scaled)
 LY0428
 LY0428                          SUPERSEDED SURVEY CONTROL
 LY0428
 LY0428  NGVD 29 (??/??/92)  304.430  (m)          998.78   (f) ADJ UNCH    1 2
 LY0428
 LY0428.Superseded values are not recommended for survey control.
 LY0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0428.See file dsdata.txt to determine how the superseded data were derived.
 LY0428
 LY0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL466476(NAD 83)
 LY0428_MARKER: DB = BENCH MARK DISK
 LY0428_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0428_SP_SET: BRIDGE
 LY0428_STAMPING: U 31 1942
 LY0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0428
 LY0428  HISTORY     - Date     Condition        Report By
 LY0428  HISTORY     - 1942     MONUMENTED       CGS
 LY0428  HISTORY     - 1979     GOOD             NGS
 LY0428  HISTORY     - 19950904 GOOD             USPSQD
 LY0428  HISTORY     - 20041114 POOR             GEOCAC
 LY0428
 LY0428                          STATION DESCRIPTION
 LY0428
 LY0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0428'2.4 MI W FROM NEWFOUNDLAND.
 LY0428'IN PASSAIC COUNTY, 0.3 MILE WEST ALONG STATE HIGHWAY 23 FROM THE
 LY0428'POST OFFICE AT NEWFOUNDLAND, MORRIS COUNTY, THENCE 2.1 MILES
 LY0428'NORTH ALONG A GRAVEL ROAD, 46 FEET SOUTH OF THE JUNCTION OF A
 LY0428'WOODS ROAD, AT A STEEL RAILING BRIDGE, IN THE SOUTHWEST END OF THE
 LY0428'SOUTH HEAD WALL, AND 12.5 FEET WEST OF THE CENTERLINE OF THE MAIN
 LY0428'ROAD.
 LY0428
 LY0428                          STATION RECOVERY (1979)
 LY0428
 LY0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0428'RECOVERED IN GOOD CONDITION.
 LY0428
 LY0428                          STATION RECOVERY (1995)
 LY0428
 LY0428'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY0428'RECOVERED IN GOOD CONDITION.
 LY0428
 LY0428                          STATION RECOVERY (2004)
 LY0428
 LY0428'RECOVERY NOTE BY GEOCACHING 2004 (JRI)
 LY0428'THE BRIDGE HEADWALL HAS FRACTURED AND TILTED FROM ITS ORIGINAL
 LY0428'POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0470 ***********************************************************************
 LY0470  DESIGNATION -  U 32
 LY0470  PID         -  LY0470
 LY0470  STATE/COUNTY-  NJ/BERGEN
 LY0470  USGS QUAD   -  RAMSEY (1995)
 LY0470
 LY0470                         *CURRENT SURVEY CONTROL
 LY0470  ___________________________________________________________________
 LY0470* NAD 83(1986)-  41 00 38.     (N)    074 10 01.     (W)     SCALED    
 LY0470* NAVD 88     -       102.17   (+/-2cm)     335.2    (feet)  VERTCON   
 LY0470  ___________________________________________________________________
 LY0470  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 LY0470
 LY0470  VERT ORDER  -  THIRD (See Below)
 LY0470
 LY0470.The horizontal coordinates were scaled from a topographic map and have
 LY0470.an estimated accuracy of +/- 6 seconds.
 LY0470
 LY0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY0470.The vertical order pertains to the NGVD 29 superseded value.
 LY0470
 LY0470.The geoid height was determined by GEOID03.
 LY0470
 LY0470;                    North         East    Units  Estimated Accuracy
 LY0470;SPC NJ       -   241,770.      178,010.      MT  (+/- 180 meters Scaled)
 LY0470
 LY0470                          SUPERSEDED SURVEY CONTROL
 LY0470
 LY0470  NGVD 29 (??/??/??)  102.46   (m)          336.2    (f) RESET       3  
 LY0470
 LY0470.Superseded values are not recommended for survey control.
 LY0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0470.See file dsdata.txt to determine how the superseded data were derived.
 LY0470
 LY0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL700402(NAD 83)
 LY0470_MARKER: DB = BENCH MARK DISK
 LY0470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0470_SP_SET: BRIDGE
 LY0470_STAMPING: U 32 1942
 LY0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0470
 LY0470  HISTORY     - Date     Condition        Report By
 LY0470  HISTORY     - 1942     MONUMENTED       CGS
 LY0470  HISTORY     - 1964     GOOD             NGS
 LY0470
 LY0470                          STATION DESCRIPTION
 LY0470
 LY0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0470'0.3 MI SE FROM WYCKOFF.
 LY0470'ABOUT 0.3 MILE SOUTHEAST OF THE POLICE STATION AT WYCKOFF, 160
 LY0470'FEET EAST OF THE CENTER OF THE ROAD, A STANDARD DISK SET IN THE
 LY0470'TOP OF THE STONE RAILING OF A BRIDGE, ABOUT 2.5 FEET ABOVE THE
 LY0470'ROAD.
 LY0470
 LY0470                          STATION RECOVERY (1964)
 LY0470
 LY0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LY0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0471 ***********************************************************************
 LY0471  DESIGNATION -  U 32 RESET 1964
 LY0471  PID         -  LY0471
 LY0471  STATE/COUNTY-  NJ/BERGEN
 LY0471  USGS QUAD   -  RAMSEY (1995)
 LY0471
 LY0471                         *CURRENT SURVEY CONTROL
 LY0471  ___________________________________________________________________
 LY0471* NAD 83(1986)-  41 00 38.     (N)    074 10 01.     (W)     SCALED    
 LY0471* NAVD 88     -       101.39   (+/-2cm)     332.6    (feet)  VERTCON   
 LY0471  ___________________________________________________________________
 LY0471  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 LY0471
 LY0471  VERT ORDER  -  THIRD (See Below)
 LY0471
 LY0471.The horizontal coordinates were scaled from a topographic map and have
 LY0471.an estimated accuracy of +/- 6 seconds.
 LY0471
 LY0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY0471.The vertical order pertains to the NGVD 29 superseded value.
 LY0471
 LY0471.The geoid height was determined by GEOID03.
 LY0471
 LY0471;                    North         East    Units  Estimated Accuracy
 LY0471;SPC NJ       -   241,770.      178,010.      MT  (+/- 180 meters Scaled)
 LY0471
 LY0471                          SUPERSEDED SURVEY CONTROL
 LY0471
 LY0471  NGVD 29 (??/??/??)  101.67   (m)          333.6    (f) RESET       3  
 LY0471
 LY0471.Superseded values are not recommended for survey control.
 LY0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0471.See file dsdata.txt to determine how the superseded data were derived.
 LY0471
 LY0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL700402(NAD 83)
 LY0471_MARKER: DB = BENCH MARK DISK
 LY0471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0471_SP_SET: BUILDING
 LY0471_STAMPING: U 32 RESET 1964
 LY0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0471
 LY0471  HISTORY     - Date     Condition        Report By
 LY0471  HISTORY     - 1964     MONUMENTED       CGS
 LY0471  HISTORY     - 19940821 MARK NOT FOUND   USPSQD
 LY0471
 LY0471                          STATION DESCRIPTION
 LY0471
 LY0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LY0471'AT WYCKOFF.
 LY0471'AT WYCKOFF, BERGEN COUNTY, FROM THE INTERSECTION OF FRANKLIN AND
 LY0471'GOODWIN AVENUES AT A TRAFFIC LIGHT, GO WEST ON FRANKLIN AVENUE
 LY0471'0.1 MILE TO A GAS STATION OPPOSITE A LARGE SHOPPING CENTER.
 LY0471'MARK IS AT THE NORTHEAST CORNER OF THE GAS STATION BUILDING SET
 LY0471'IN A DRILL HOLE IN A CONCRETE SLAB, 75 FEET SOUTH OF THE
 LY0471'CENTERLINE OF FRANKLIN AVENUE, 1.5 FEET WEST OF AND 0.5 FOOT
 LY0471'NORTH OF THE CORNER OF THE BUILDING.
 LY0471
 LY0471                          STATION RECOVERY (1994)
 LY0471
 LY0471'RECOVERY NOTE BY US POWER SQUADRON 1994
 LY0471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0739 ***********************************************************************
 LY0739  DESIGNATION -  U 33
 LY0739  PID         -  LY0739
 LY0739  STATE/COUNTY-  NJ/WARREN
 LY0739  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY0739
 LY0739                         *CURRENT SURVEY CONTROL
 LY0739  ___________________________________________________________________
 LY0739* NAD 83(1996)-  41 00 50.05203(N)    074 57 24.66262(W)     ADJUSTED  
 LY0739* NAVD 88     -       204.265  (meters)     670.16   (feet)  ADJUSTED  
 LY0739  ___________________________________________________________________
 LY0739  X           -   1,250,937.666 (meters)                     COMP
 LY0739  Y           -  -4,654,538.819 (meters)                     COMP
 LY0739  Z           -   4,163,700.741 (meters)                     COMP
 LY0739  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 LY0739  ELLIP HEIGHT-         171.24  (meters)          (09/01/99) GPS OBS
 LY0739  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LY0739  DYNAMIC HT  -         204.175 (meters)     669.86  (feet)  COMP
 LY0739  MODELED GRAV-     980,178.2   (mgal)                       NAVD 88
 LY0739
 LY0739  HORZ ORDER  -  THIRD
 LY0739  VERT ORDER  -  SECOND    CLASS 0
 LY0739  ELLP ORDER  -  FOURTH    CLASS I
 LY0739
 LY0739.The horizontal coordinates were established by GPS observations
 LY0739.and adjusted by the National Geodetic Survey in September 1999..
 LY0739
 LY0739.The orthometric height was determined by differential leveling
 LY0739.and adjusted by the National Geodetic Survey in June 1991..
 LY0739
 LY0739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY0739
 LY0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY0739
 LY0739.The ellipsoidal height was determined by GPS observations
 LY0739.and is referenced to NAD 83.
 LY0739
 LY0739.The geoid height was determined by GEOID03.
 LY0739
 LY0739.The dynamic height is computed by dividing the NAVD 88
 LY0739.geopotential number by the normal gravity value computed on the
 LY0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0739.degrees latitude (g = 980.6199 gals.).
 LY0739
 LY0739.The modeled gravity was interpolated from observed gravity values.
 LY0739
 LY0739;                    North         East     Units Scale Factor Converg.
 LY0739;SPC NJ       -   242,191.965   111,574.643   MT  0.99991817   -0 17 59.3
 LY0739;SPC NJ       -   794,591.47    366,057.81   sFT  0.99991817   -0 17 59.3
 LY0739;UTM  18      - 4,540,301.363   503,628.157   MT  0.99960016   +0 01 41.9
 LY0739
 LY0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY0739!SPC NJ       -   0.99997314  x   0.99991817  =   0.99989131
 LY0739!UTM  18      -   0.99997314  x   0.99960016  =   0.99957331
 LY0739
 LY0739                          SUPERSEDED SURVEY CONTROL
 LY0739
 LY0739  NAD 83(1996)-  41 00 50.05133(N)    074 57 24.66343(W) AD(       ) 3
 LY0739  NAD 83(1986)-  41 00 50.05107(N)    074 57 24.66620(W) AD(       ) 3
 LY0739  NAD 27      -  41 00 49.70504(N)    074 57 26.05575(W) AD(       ) 3
 LY0739  NGVD 29 (??/??/92)  204.465  (m)          670.82   (f) ADJ UNCH    2 0
 LY0739
 LY0739.Superseded values are not recommended for survey control.
 LY0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0739.See file dsdata.txt to determine how the superseded data were derived.
 LY0739
 LY0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0362840301(NAD 83)
 LY0739_MARKER: DB = BENCH MARK DISK
 LY0739_SETTING: 66 = SET IN ROCK OUTCROP
 LY0739_SP_SET: ROCK OUTCROP
 LY0739_STAMPING: U 33 1942
 LY0739_MARK LOGO: CGS   
 LY0739_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0739_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0739+STABILITY: POSITION/ELEVATION WELL
 LY0739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY0739+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1990
 LY0739
 LY0739  HISTORY     - Date     Condition        Report By
 LY0739  HISTORY     - 1942     MONUMENTED       CGS
 LY0739  HISTORY     - 1976     GOOD             NGS
 LY0739  HISTORY     - 19870904 GOOD
 LY0739  HISTORY     - 19901113 GOOD             NGS
 LY0739
 LY0739                          STATION DESCRIPTION
 LY0739
 LY0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0739'2.7 MI N FROM BLAIRSTOWN.
 LY0739'2.7 MILES NORTH ALONG THE BLAIRSTOWN-MILLBROOK ROAD FROM THE POST
 LY0739'OFFICE AT BLAIRSTOWN, AT THE HOME OF A. KOPYCINSKY, BETWEEN THE
 LY0739'HOUSE AND THE BARN, 60 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LY0739'ROAD, AND 34 FEET NORTHWEST OF THE NORTH CORNER OF THE HOUSE.
 LY0739'A STANDARD DISK, SET IN THE TOP OF A LARGE OUTCROPPING BOULDER.
 LY0739
 LY0739                          STATION RECOVERY (1976)
 LY0739
 LY0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LY0739'RECOVERED IN GOOD CONDITION.
 LY0739
 LY0739                          STATION RECOVERY (1987)
 LY0739
 LY0739'RECOVERED 1987
 LY0739'RECOVERED IN GOOD CONDITION.
 LY0739
 LY0739                          STATION RECOVERY (1990)
 LY0739
 LY0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LY0739'THE STATION IS LOCATED ABOUT 4.35 KM (2.70 MI) NORTH OF BLAIRSTOWN,
 LY0739'SET IN AN EXPOSED ROCK OUTCROP IN THE FRONT LAWN OF A FRAME HOUSE AND
 LY0739'NORTHWEST OF THE NORTH CORNER OF THE HOUSE.  OWNERSHIP--HARDWICK AND
 LY0739'HIGHLANDS ASSOCIATES, P.O. BOX 623, BLAIRSTOWN, NJ 07825, PHONE
 LY0739'201-362-8791.  NOTE THE HOUSE IS LEASED AT THIS TIME BY PAT NORMAN,
 LY0739'CALL ONE DAY IN ADVANCE OF ANY SURVEY, PHONE 201-362-9435 OR
 LY0739'201-362-6201.
 LY0739'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 94, STILLWATER
 LY0739'ROAD AND BRIDGE STREET (AT A CAUTION TRAFFIC LIGHT) ON THE EAST SIDE
 LY0739'OF BLAIRSTOWN, TURN LEFT, NORTH, ON BRIDGE STREET FOR 0.24 KM
 LY0739'(0.15 MI) TO A STOP SIGN, TURN RIGHT, UP HILL AND EASTERLY FOR 0.05
 LY0739'KM (0.03 MI) TO THE JUNCTION OF HIGHLAND STREET AND MILLBROOK ROAD
 LY0739'(COUNTY ROAD 602), BEAR LEFT, NORTHERLY, ON MILLBROOK ROAD FOR 4.02
 LY0739'KM (2.50 MI) TO THE ENTRANCE DRIVE OF A FRAME HOUSE ON THE LEFT, TURN
 LY0739'LEFT, SOUTHWEST, INTO THE DRIVEWAY TO THE STATION ON THE LEFT IN A
 LY0739'ROCK OUTCROP IN THE FRONT LAWN OF THE HOUSE.
 LY0739'THE STATION IS PROJECTING ABOUT 0.3 M (1.0 FT) ABOVE THE GROUND AND
 LY0739'LOCATED 0.08 KM (0.05 MI) SOUTH OF THE JUNCTION OF COUNTY ROAD 602
 LY0739'AND HIGHLANDS LANE, 17.2 M (56.4 FT) SOUTHWEST OF THE CENTER OF
 LY0739'COUNTY ROAD 602, 10.1 M (33.1 FT) NORTHWEST OF THE NORTH CORNER OF
 LY0739'THE HOUSE, 10.0 M (32.8 FT) SOUTHWEST OF THE NORTH CORNERPOST OF AN
 LY0739'IRON FENCE AROUND THE FRONT LAWN OF THE HOUSE AND 6.7 M (22.0 FT)
 LY0739'SOUTHEAST OF THE ENTRANCE DRIVE OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0828 ***********************************************************************
 LY0828  DESIGNATION -  U 34
 LY0828  PID         -  LY0828
 LY0828  STATE/COUNTY-  NJ/SUSSEX
 LY0828  USGS QUAD   -  CULVERS GAP (1997)
 LY0828
 LY0828                         *CURRENT SURVEY CONTROL
 LY0828  ___________________________________________________________________
 LY0828* NAD 83(1986)-  41 13 31.     (N)    074 45 35.     (W)     SCALED    
 LY0828* NAVD 88     -       221.766  (meters)     727.58   (feet)  ADJUSTED  
 LY0828  ___________________________________________________________________
 LY0828  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 LY0828  DYNAMIC HT  -         221.671 (meters)     727.27  (feet)  COMP
 LY0828  MODELED GRAV-     980,189.7   (mgal)                       NAVD 88
 LY0828
 LY0828  VERT ORDER  -  SECOND    CLASS 0
 LY0828
 LY0828.The horizontal coordinates were scaled from a topographic map and have
 LY0828.an estimated accuracy of +/- 6 seconds.
 LY0828
 LY0828.The orthometric height was determined by differential leveling
 LY0828.and adjusted by the National Geodetic Survey in June 1991..
 LY0828
 LY0828.The geoid height was determined by GEOID03.
 LY0828
 LY0828.The dynamic height is computed by dividing the NAVD 88
 LY0828.geopotential number by the normal gravity value computed on the
 LY0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0828.degrees latitude (g = 980.6199 gals.).
 LY0828
 LY0828.The modeled gravity was interpolated from observed gravity values.
 LY0828
 LY0828;                    North         East    Units  Estimated Accuracy
 LY0828;SPC NJ       -   265,600.      128,230.      MT  (+/- 180 meters Scaled)
 LY0828
 LY0828                          SUPERSEDED SURVEY CONTROL
 LY0828
 LY0828  NGVD 29 (??/??/92)  221.951  (m)          728.18   (f) ADJ UNCH    2 0
 LY0828
 LY0828.Superseded values are not recommended for survey control.
 LY0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0828.See file dsdata.txt to determine how the superseded data were derived.
 LY0828
 LY0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL201637(NAD 83)
 LY0828_MARKER: DB = BENCH MARK DISK
 LY0828_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LY0828_SP_SET: STONE ARCH HEADWALL
 LY0828_STAMPING: U 34 1942
 LY0828_MARK LOGO: CGS   
 LY0828_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0828+STABILITY: SURFACE MOTION
 LY0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0828+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1995
 LY0828
 LY0828  HISTORY     - Date     Condition        Report By
 LY0828  HISTORY     - 1942     MONUMENTED       CGS
 LY0828  HISTORY     - 19950110 GOOD             NJGS
 LY0828  HISTORY     - 20060702 GOOD             GEOCAC
 LY0828
 LY0828                          STATION DESCRIPTION
 LY0828
 LY0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0828'10.1 MI SW FROM COLESVILLE.
 LY0828'4.2 MILES SOUTHWEST ALONG THE COLESVILLE TO BEEMERVILLE GRAVEL
 LY0828'ROAD FROM THE POST OFFICE AT COLESVILLE, THENCE 1.7 MILES
 LY0828'SOUTHWEST ALONG A NARROW GRAVEL ROAD, THENCE 0.7 MILE NORTHWEST
 LY0828'ALONG AN OLD ABANDONED ROAD, THENCE 1.9 MILES NORTHWEST ALONG
 LY0828'CRIGGER ROAD, THENCE 1.6 MILES SOUTHWEST ALONG SKELLINGER ROAD,
 LY0828'IN STOKES STATE FOREST, AT A STONE ARCH BRIDGE OVER BIG FLAT
 LY0828'BROOK.  A STANDARD DISK, SET IN THE TOP OF THE NORTH GUARD
 LY0828'WALL, 9.3 FEET EAST OF THE WEST END, AND 10 FEET NORTH OF THE
 LY0828'CENTER LINE OF THE ROAD.
 LY0828
 LY0828                          STATION RECOVERY (1995)
 LY0828
 LY0828'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0828'RECOVERED AS DESCRIBED.
 LY0828
 LY0828                          STATION RECOVERY (2006)
 LY0828
 LY0828'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3146 ***********************************************************************
 KV3146  DESIGNATION -  U 35
 KV3146  PID         -  KV3146
 KV3146  STATE/COUNTY-  NJ/SUSSEX
 KV3146  USGS QUAD   -  TRANQUILITY (1971)
 KV3146
 KV3146                         *CURRENT SURVEY CONTROL
 KV3146  ___________________________________________________________________
 KV3146* NAD 83(1986)-  40 59 50.     (N)    074 50 28.     (W)     SCALED    
 KV3146* NAVD 88     -       189.245  (meters)     620.88   (feet)  ADJUSTED  
 KV3146  ___________________________________________________________________
 KV3146  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV3146  DYNAMIC HT  -         189.159 (meters)     620.60  (feet)  COMP
 KV3146  MODELED GRAV-     980,167.9   (mgal)                       NAVD 88
 KV3146
 KV3146  VERT ORDER  -  SECOND    CLASS 0
 KV3146
 KV3146.The horizontal coordinates were scaled from a topographic map and have
 KV3146.an estimated accuracy of +/- 6 seconds.
 KV3146
 KV3146.The orthometric height was determined by differential leveling
 KV3146.and adjusted by the National Geodetic Survey in June 1991..
 KV3146
 KV3146.The geoid height was determined by GEOID03.
 KV3146
 KV3146.The dynamic height is computed by dividing the NAVD 88
 KV3146.geopotential number by the normal gravity value computed on the
 KV3146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3146.degrees latitude (g = 980.6199 gals.).
 KV3146
 KV3146.The modeled gravity was interpolated from observed gravity values.
 KV3146
 KV3146;                    North         East    Units  Estimated Accuracy
 KV3146;SPC NJ       -   240,300.      121,300.      MT  (+/- 180 meters Scaled)
 KV3146
 KV3146                          SUPERSEDED SURVEY CONTROL
 KV3146
 KV3146  NGVD 29 (??/??/??)  189.454  (m)          621.57   (f) ADJUSTED    2 0
 KV3146
 KV3146.Superseded values are not recommended for survey control.
 KV3146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3146.See file dsdata.txt to determine how the superseded data were derived.
 KV3146
 KV3146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL133384(NAD 83)
 KV3146_MARKER: DB = BENCH MARK DISK
 KV3146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV3146_SP_SET: BRIDGE
 KV3146_STAMPING: U 35 1942
 KV3146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3146
 KV3146  HISTORY     - Date     Condition        Report By
 KV3146  HISTORY     - 1942     MONUMENTED       CGS
 KV3146  HISTORY     - 20060611 GOOD             GEOCAC
 KV3146
 KV3146                          STATION DESCRIPTION
 KV3146
 KV3146'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV3146'2.6 MI NW FROM GREENDELL.
 KV3146'0.2 MILE WEST ALONG THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 KV3146'FROM THE STATION AT GREENDELL, THENCE 1.4 MILES NORTHWEST ALONG
 KV3146'A GRAVEL ROAD, THENCE 1.0 MILE NORTH ALONG A BLACK TOP ROAD, AT
 KV3146'A CONCRETE BRIDGE.  A STANDARD DISK, SET IN THE TOP OF THE
 KV3146'NORTHEAST END OF THE SOUTHEAST ABUTMENT, AND 13 FEET SOUTHEAST
 KV3146'OF THE CENTER LINE OF THE ROAD.
 KV3146
 KV3146                          STATION RECOVERY (2006)
 KV3146
 KV3146'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV3146'IN GREEN TOWNSHIP, AT THE BRIDGE ON WINTEMUTE ROAD (CR 519), OVER BEAR
 KV3146'BROOK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0765 ***********************************************************************
 KV0765  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0765  DESIGNATION -  U 36
 KV0765  PID         -  KV0765
 KV0765  STATE/COUNTY-  NJ/MIDDLESEX
 KV0765  USGS QUAD   -  KEYPORT (1977)
 KV0765
 KV0765                         *CURRENT SURVEY CONTROL
 KV0765  ___________________________________________________________________
 KV0765* NAD 83(1986)-  40 26 00.     (N)    074 13 06.     (W)     SCALED    
 KV0765* NAVD 88     -         6.577  (meters)      21.58   (feet)  ADJUSTED  
 KV0765  ___________________________________________________________________
 KV0765  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV0765  DYNAMIC HT  -           6.574 (meters)      21.57  (feet)  COMP
 KV0765  MODELED GRAV-     980,222.3   (mgal)                       NAVD 88
 KV0765
 KV0765  VERT ORDER  -  FIRST     CLASS II
 KV0765
 KV0765.The horizontal coordinates were scaled from a topographic map and have
 KV0765.an estimated accuracy of +/- 6 seconds.
 KV0765
 KV0765.The orthometric height was determined by differential leveling
 KV0765.and adjusted by the National Geodetic Survey in June 1991..
 KV0765.WARNING-Repeat measurements at this control monument indicate possible
 KV0765.vertical movement.
 KV0765
 KV0765.This Tidal Bench Mark is designated as VM 2544
 KV0765.by the Center for Operational Oceanographic Products and Services.
 KV0765
 KV0765.The geoid height was determined by GEOID03.
 KV0765
 KV0765.The dynamic height is computed by dividing the NAVD 88
 KV0765.geopotential number by the normal gravity value computed on the
 KV0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0765.degrees latitude (g = 980.6199 gals.).
 KV0765
 KV0765.The modeled gravity was interpolated from observed gravity values.
 KV0765
 KV0765;                    North         East    Units  Estimated Accuracy
 KV0765;SPC NJ       -   177,670.      173,900.      MT  (+/- 180 meters Scaled)
 KV0765
 KV0765                          SUPERSEDED SURVEY CONTROL
 KV0765
 KV0765  NGVD 29 (04/16/92)    6.878  (m)           22.57   (f) ADJUSTED    1 2
 KV0765
 KV0765.Superseded values are not recommended for survey control.
 KV0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0765.See file dsdata.txt to determine how the superseded data were derived.
 KV0765
 KV0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK662761(NAD 83)
 KV0765_MARKER: DB = BENCH MARK DISK
 KV0765_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0765_SP_SET: BRIDGE WALK
 KV0765_STAMPING: U 36 1952
 KV0765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0765
 KV0765  HISTORY     - Date     Condition        Report By
 KV0765  HISTORY     - 1952     MONUMENTED       CGS
 KV0765  HISTORY     - 1964     GOOD             CGS
 KV0765  HISTORY     - 1979     GOOD             NGS
 KV0765  HISTORY     - 1986     GOOD             USPSQD
 KV0765
 KV0765                          STATION DESCRIPTION
 KV0765
 KV0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0765'0.8 MI NW FROM KEYPORT.
 KV0765'0.8 MILE NORTHWEST ALONG STATE HIGHWAY 35 FROM THE OVERPASS
 KV0765'OF CENTRAL RAILROAD OF NEW JERSEY OVER HIGHWAY AT KEYPORT, IN
 KV0765'THE TOP OF THE WEST CORNER AT NORTHWEST END OF NORTHEAST
 KV0765'PEDESTRIAN WALK OF BRIDGE OVER MATAWAN CREEK, AT
 KV0765'MIDDLESEX-MONMOUTH COUNTY LINE, 21 FEET NORTHEAST OF CENTER LINE
 KV0765'OF HIGHWAY, 6 FEET SOUTHWEST OF NORTHWEST END OF NORTHEAST
 KV0765'GUARD RAIL AND ABOUT 1 FOOT ABOVE HIGHWAY.
 KV0765
 KV0765                          STATION RECOVERY (1964)
 KV0765
 KV0765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0765'RECOVERED IN GOOD CONDITION.
 KV0765
 KV0765                          STATION RECOVERY (1979)
 KV0765
 KV0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0765'RECOVERED IN GOOD CONDITION.
 KV0765
 KV0765                          STATION RECOVERY (1986)
 KV0765
 KV0765'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0237 ***********************************************************************
 KV0237  CBN         -  This is a Cooperative Base Network Control Station.
 KV0237  DESIGNATION -  U 37
 KV0237  PID         -  KV0237
 KV0237  STATE/COUNTY-  NJ/ESSEX
 KV0237  USGS QUAD   -  ELIZABETH (1995)
 KV0237
 KV0237                         *CURRENT SURVEY CONTROL
 KV0237  ___________________________________________________________________
 KV0237* NAD 83(1996)-  40 41 23.45284(N)    074 09 41.03686(W)     ADJUSTED  
 KV0237* NAVD 88     -         1.252  (meters)       4.11   (feet)  ADJUSTED  
 KV0237  ___________________________________________________________________
 KV0237  X           -   1,321,817.952 (meters)                     COMP
 KV0237  Y           -  -4,659,222.178 (meters)                     COMP
 KV0237  Z           -   4,136,347.726 (meters)                     COMP
 KV0237  LAPLACE CORR-           5.96  (seconds)                    DEFLEC99
 KV0237  ELLIP HEIGHT-         -31.04  (meters)          (09/23/02) GPS OBS
 KV0237  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV0237  DYNAMIC HT  -           1.252 (meters)       4.11  (feet)  COMP
 KV0237  MODELED GRAV-     980,225.5   (mgal)                       NAVD 88
 KV0237
 KV0237  HORZ ORDER  -  B
 KV0237  VERT ORDER  -  FIRST     CLASS II
 KV0237  ELLP ORDER  -  FOURTH    CLASS I
 KV0237
 KV0237.The horizontal coordinates were established by GPS observations
 KV0237.and adjusted by the National Geodetic Survey in August 1998..
 KV0237
 KV0237.The orthometric height was determined by differential leveling
 KV0237.and adjusted by the National Geodetic Survey in June 1991..
 KV0237.WARNING-Repeat measurements at this control monument indicate possible
 KV0237.vertical movement.
 KV0237
 KV0237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0237
 KV0237.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0237
 KV0237.The ellipsoidal height was determined by GPS observations
 KV0237.and is referenced to NAD 83.
 KV0237
 KV0237.The geoid height was determined by GEOID03.
 KV0237
 KV0237.The dynamic height is computed by dividing the NAVD 88
 KV0237.geopotential number by the normal gravity value computed on the
 KV0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0237.degrees latitude (g = 980.6199 gals.).
 KV0237
 KV0237.The modeled gravity was interpolated from observed gravity values.
 KV0237
 KV0237;                    North         East     Units Scale Factor Converg.
 KV0237;SPC NJ       -   206,163.480   178,618.532   MT  0.99991008   +0 13 14.7
 KV0237;SPC NJ       -   676,388.02    586,017.63   sFT  0.99991008   +0 13 14.7
 KV0237;SPC NY L     -    58,109.598   286,357.224   MT  0.99999879   -0 06 20.0
 KV0237;SPC NY L     -   190,647.91    939,490.33   sFT  0.99999879   -0 06 20.0
 KV0237;UTM  18      - 4,504,666.265   570,857.568   MT  0.99966180   +0 32 48.3
 KV0237
 KV0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0237!SPC NJ       -   1.00000487  x   0.99991008  =   0.99991495
 KV0237!SPC NY L     -   1.00000487  x   0.99999879  =   1.00000366
 KV0237!UTM  18      -   1.00000487  x   0.99966180  =   0.99966667
 KV0237
 KV0237                          SUPERSEDED SURVEY CONTROL
 KV0237
 KV0237  ELLIP H (08/14/98)  -31.03   (m)                       GP(       ) 3 2
 KV0237  NAD 83(1986)-  40 41 23.45119(N)    074 09 41.03965(W) AD(       ) 1
 KV0237  NAVD 88 (11/16/93)    1.25   (m)            4.1    (f) LEVELING    3  
 KV0237  NGVD 29 (04/16/92)    1.591  (m)            5.22   (f) ADJUSTED    1 2
 KV0237
 KV0237.Superseded values are not recommended for survey control.
 KV0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0237.See file dsdata.txt to determine how the superseded data were derived.
 KV0237
 KV0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7085804666(NAD 83)
 KV0237_MARKER: DB = BENCH MARK DISK
 KV0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0237_SP_SET: SIGNAL BASE FOUNDATION
 KV0237_STAMPING: U 37 1952
 KV0237_MARK LOGO: CGS   
 KV0237_PROJECTION: FLUSH
 KV0237_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0237+STABILITY: SURFACE MOTION
 KV0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0237+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2004
 KV0237
 KV0237  HISTORY     - Date     Condition        Report By
 KV0237  HISTORY     - 1952     MONUMENTED       CGS
 KV0237  HISTORY     - 1973     GOOD             NGS
 KV0237  HISTORY     - 19891012 GOOD             NJGS
 KV0237  HISTORY     - 19920812 GOOD             NJGS
 KV0237  HISTORY     - 19950310 GOOD             NJGS
 KV0237  HISTORY     - 19961122 GOOD             NJGS
 KV0237  HISTORY     - 20000829 GOOD             TWT
 KV0237  HISTORY     - 20010314 GOOD             PORANY
 KV0237  HISTORY     - 20011027 GOOD             NGS
 KV0237  HISTORY     - 20040930 GOOD             PORANY
 KV0237
 KV0237                          STATION DESCRIPTION
 KV0237
 KV0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0237'0.5 MI SW FROM NEWARK.
 KV0237'ABOUT 0.5 MILE SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW
 KV0237'JERSEY FROM THE CONTROL TOWER AT THE NEWARK AIRPORT, ABOUT 47
 KV0237'YARDS NORTHEAST OF THE EAST CORNER OF A RAILROAD BRIDGE OVER
 KV0237'BOUND CREEK (CREEK IS THE ESSEX-UNION COUNTY LINE), SET IN THE
 KV0237'TOP OF AN ABANDONED SIGNAL BASE, 8 FEET SOUTHEAST OF SOUTHEAST
 KV0237'RAIL, 6 FEET SOUTHWEST OF SIGNAL BASE NO. E 41, 1 FOOT NORTHWEST
 KV0237'OF SOUTHEAST EDGE OF ABANDONED BASE AND ABOUT 2 FEET BELOW
 KV0237'TRACK LEVEL.
 KV0237
 KV0237                          STATION RECOVERY (1973)
 KV0237
 KV0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KV0237'RECOVERED IN GOOD CONDITION.
 KV0237
 KV0237                          STATION RECOVERY (1989)
 KV0237
 KV0237'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV0237'AT NEWARK, PORT NEWARK, 0.96 KM (0.60 MI) SOUTHWEST ALONG CORBIN
 KV0237'STREET FROM ITS JUNCTION WITH MARSH STREET, THENCE 0.16 KM (0.10 MI)
 KV0237'WEST ACROSS AN OPEN LOT TO THE CONRAIL RAILROAD TRACKS, 60.06 M
 KV0237'(197.0 FT) NORTHEAST ALONG THE RAIL LINE FROM THE CENTER OF THE
 KV0237'RAILROAD BRIDGE SPANNING BOUND CREEK, BEING THE ESSEX-UNION COUNTY
 KV0237'LINE, 1.55 M (5.1 FT) SOUTHEAST FROM THE SOUTHEAST RAIL OF THE
 KV0237'TRACKS, 1.55 M (5.1 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF LOWER
 KV0237'OF TWO CONCRETE SIGNAL BASES, 14.63 M (48.0 FT) SOUTHEAST OF POLE
 KV0237'NUMBER WVT 8/14 26.22 M (86.0 FT) NORTHEAST OF POLE NUMBER 8/15, 0.76
 KV0237'M (2.5 FT) LOWER THAN THE TRACK, 0.61 M (2.0 FT) LOWER THAN THE
 KV0237'SMALLER OF THE TWO SIGNAL BASES AND 0.3 M (1.0 FT) NORTHWEST OF A
 KV0237'WITNESS POST.
 KV0237
 KV0237                          STATION RECOVERY (1992)
 KV0237
 KV0237'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV0237'THE STATION IS LOCATED IN PORT NEWARK ALONG THE TRACKS OF THE CONRAIL
 KV0237'RAILROAD.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 KV0237'HIGHWAY 21 NORTH AND SOUTH STREET IN NEWARK, TURN RIGHT ON SOUTH
 KV0237'STREET AND GO 1.75 MI (2.82 KM) TO THE INTERSECTION WITH WILSON
 KV0237'STREET.  SOUTH STREET CHANGES NAMES TO STOCKTON STREET AT 1.4 MI
 KV0237'(2.3 KM) FROM THE INTERSECTION WITH STATE HIGHWAY 21 NORTH.  TURN
 KV0237'RIGHT AND GO 1.2 MI (1.9 KM) ON WILSON STREET TO THE INTERSECTION
 KV0237'WITH DOREMUS AVENUE.  TURN RIGHT AND GO 0.5 MI (0.8 KM) ON DOREMUS TO
 KV0237'THE RAMP ON THE RIGHT LEADING TO PORT NEWARK SOUTH SIDE.  TURN RIGHT
 KV0237'AND GO 1.45 MI (2.33 KM) TO A STONE DRIVE ON THE RIGHT, JUST BEFORE
 KV0237'BOUND CREEK, WHICH IS THE ESSEX AND UNION COUNTY LINE. THE GRAVEL
 KV0237'DRIVEWAY IS OPPOSITE A RADAR TRACKING DISH ON THE NORTHEAST SIDE OF
 KV0237'THE NEW JERSEY TURNPIKE AND THE DRIVE IS ALSO JUST SOUTHWEST OF THE
 KV0237'MAERSK LINE SHIPPING CRANES.  THE GRAVEL DRIVE IS ALSO 0.6 MI
 KV0237'(1.0 KM) SOUTHWEST ON CORBIN STREET FROM ITS INTERSECTION WITH MARSH
 KV0237'STREET.  TURN RIGHT AND GO 0.1 MI (0.2 KM) TO THE STATION ON THE
 KV0237'RIGHT.  THE STATION IS 2.4 M (7.9 FT) SOUTHEAST FROM THE SOUTHEAST
 KV0237'RAIL OF THE TRACKS, 45.2 M (148.3 FT) NORTHEAST FROM THE NORTHEAST
 KV0237'END OF THE CONCRETE BRIDGE OVER BOUND CREEK, 1.9 M (6.2 FT) SOUTH
 KV0237'SOUTHWEST FROM THE LOWER OF TWO ABANDONED CONCRETE SIGNAL FOUNDATIONS
 KV0237'AND 14.7 M (48.2 FT) SOUTHEAST AND ACROSS THE TRACKS FROM POLE NUMBER
 KV0237'8 14.  THE STATION, STAMPED U 37 1952, IS SET ABOUT 1.0 M (3.3 FT)
 KV0237'BELOW THE LEVEL OF THE TRACKS.  THE STATION IS ALSO O.3 M NORTHWEST OF
 KV0237'A WITNESS POST.
 KV0237
 KV0237                          STATION RECOVERY (1995)
 KV0237
 KV0237'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0237'RECOVERED AS DESCRIBED.
 KV0237
 KV0237                          STATION RECOVERY (1996)
 KV0237
 KV0237'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KV0237'RECOVERED AS DESCRIBED.
 KV0237
 KV0237                          STATION RECOVERY (2000)
 KV0237
 KV0237'RECOVERY NOTE BY TWT CONS ENG 2000 (DRF)
 KV0237'RECOVERED IN GOOD CONDITION.
 KV0237
 KV0237                          STATION RECOVERY (2001)
 KV0237
 KV0237'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV0237'THREE WIRE LEVELING INDICATES POSSIBILITY OF SETTLEMENT OF MARK.
 KV0237
 KV0237                          STATION RECOVERY (2001)
 KV0237
 KV0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 KV0237'RECOVERED AS DESCRIBED 10/22/01 BY R.G. HAYES
 KV0237'
 KV0237
 KV0237                          STATION RECOVERY (2004)
 KV0237
 KV0237'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2004 (SSZ)
 KV0237'REPEAT LEVELING AT THIS STATION INDICATES THE ELEVATION COMPONENT IS
 KV0237'NOT RELIABLE.  RECORDS AND FIELD OBSERVATIONS SHOW A STEADY AND
 KV0237'SIGNIFICANT SETTLEMENT OF THE MARK SINCE 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0341 ***********************************************************************
 KV0341  DESIGNATION -  U 38
 KV0341  PID         -  KV0341
 KV0341  STATE/COUNTY-  NJ/HUDSON
 KV0341  USGS QUAD   -  JERSEY CITY (1981)
 KV0341
 KV0341                         *CURRENT SURVEY CONTROL
 KV0341  ___________________________________________________________________
 KV0341* NAD 83(1986)-  40 41 29.     (N)    074 06 15.     (W)     SCALED    
 KV0341* NAVD 88     -         4.833  (meters)      15.86   (feet)  ADJUSTED  
 KV0341  ___________________________________________________________________
 KV0341  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KV0341  DYNAMIC HT  -           4.831 (meters)      15.85  (feet)  COMP
 KV0341  MODELED GRAV-     980,237.8   (mgal)                       NAVD 88
 KV0341
 KV0341  VERT ORDER  -  FIRST     CLASS II
 KV0341
 KV0341.The horizontal coordinates were scaled from a topographic map and have
 KV0341.an estimated accuracy of +/- 6 seconds.
 KV0341
 KV0341.The orthometric height was determined by differential leveling
 KV0341.and adjusted by the National Geodetic Survey in June 1991..
 KV0341
 KV0341.The geoid height was determined by GEOID03.
 KV0341
 KV0341.The dynamic height is computed by dividing the NAVD 88
 KV0341.geopotential number by the normal gravity value computed on the
 KV0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0341.degrees latitude (g = 980.6199 gals.).
 KV0341
 KV0341.The modeled gravity was interpolated from observed gravity values.
 KV0341
 KV0341;                    North         East    Units  Estimated Accuracy
 KV0341;SPC NJ       -   206,360.      183,460.      MT  (+/- 180 meters Scaled)
 KV0341
 KV0341                          SUPERSEDED SURVEY CONTROL
 KV0341
 KV0341  NGVD 29 (04/16/92)    5.176  (m)           16.98   (f) ADJUSTED    1 2
 KV0341
 KV0341.Superseded values are not recommended for survey control.
 KV0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0341.See file dsdata.txt to determine how the superseded data were derived.
 KV0341
 KV0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL756048(NAD 83)
 KV0341_MARKER: DB = BENCH MARK DISK
 KV0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0341_SP_SET: PIER
 KV0341_STAMPING: U 38 1952
 KV0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0341+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2001
 KV0341
 KV0341  HISTORY     - Date     Condition        Report By
 KV0341  HISTORY     - 1952     MONUMENTED       CGS
 KV0341  HISTORY     - 20000516 GOOD             PORANY
 KV0341  HISTORY     - 20011106 GOOD             INDIV
 KV0341
 KV0341                          STATION DESCRIPTION
 KV0341
 KV0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0341'AT BAYONNE.
 KV0341'AT BAYONNE, ALONG STATE HIGHWAY 1 (BOULEVARD), IN THE NORTHEAST
 KV0341'PART OF TOWN, NEAR THE DIVIDING LINE BETWEEN BAYONNE AND JERSEY
 KV0341'CITY, SET VERTICALLY IN THE SOUTHEAST FACE OF THE NORTHEAST POST
 KV0341'OF THE FIRST PIER NORTHWEST OF SOUTHEAST ABUTMENT OF THE LEHIGH
 KV0341'VALLEY RAILROAD OVERPASS OVER HIGHWAY, 1 FOOT SOUTHWEST OF
 KV0341'NORTHEAST END OF PIER AND ABOUT 2 FEET ABOVE GROUND.
 KV0341
 KV0341                          STATION RECOVERY (2000)
 KV0341
 KV0341'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2000 (SSZ)
 KV0341'RECOVERED IN GOOD CONDITION.
 KV0341
 KV0341                          STATION RECOVERY (2001)
 KV0341
 KV0341'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JV)
 KV0341'FOUND IN GOOD CONDITION BY MACDEL ENGINEERING, P.C., CIVIL ENGINEERS
 KV0341'AND LAND SUVEYORS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0425 ***********************************************************************
 JU0425  DESIGNATION -  U 4 RESET 1934 NJGS
 JU0425  PID         -  JU0425
 JU0425  STATE/COUNTY-  NJ/CAPE MAY
 JU0425  USGS QUAD   -  STONE HARBOR (1972)
 JU0425
 JU0425                         *CURRENT SURVEY CONTROL
 JU0425  ___________________________________________________________________
 JU0425* NAD 83(1986)-  39 03 53.     (N)    074 50 24.     (W)     SCALED    
 JU0425* NAVD 88     -         6.201  (meters)      20.34   (feet)  ADJUSTED  
 JU0425  ___________________________________________________________________
 JU0425  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 JU0425  DYNAMIC HT  -           6.197 (meters)      20.33  (feet)  COMP
 JU0425  MODELED GRAV-     980,063.5   (mgal)                       NAVD 88
 JU0425
 JU0425  VERT ORDER  -  FIRST     CLASS II
 JU0425
 JU0425.The horizontal coordinates were scaled from a topographic map and have
 JU0425.an estimated accuracy of +/- 6 seconds.
 JU0425
 JU0425.The orthometric height was determined by differential leveling
 JU0425.and adjusted by the National Geodetic Survey in June 1991..
 JU0425
 JU0425.The geoid height was determined by GEOID03.
 JU0425
 JU0425.The dynamic height is computed by dividing the NAVD 88
 JU0425.geopotential number by the normal gravity value computed on the
 JU0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0425.degrees latitude (g = 980.6199 gals.).
 JU0425
 JU0425.The modeled gravity was interpolated from observed gravity values.
 JU0425
 JU0425;                    North         East    Units  Estimated Accuracy
 JU0425;SPC NJ       -    25,740.      120,580.      MT  (+/- 180 meters Scaled)
 JU0425
 JU0425                          SUPERSEDED SURVEY CONTROL
 JU0425
 JU0425  NGVD 29 (04/16/92)    6.605  (m)           21.67   (f) ADJUSTED    1 2
 JU0425
 JU0425.Superseded values are not recommended for survey control.
 JU0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0425.See file dsdata.txt to determine how the superseded data were derived.
 JU0425
 JU0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ138239(NAD 83)
 JU0425_MARKER: DB = BENCH MARK DISK
 JU0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0425_STAMPING: U 4 RESET 1934
 JU0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0425+STABILITY: SURFACE MOTION
 JU0425
 JU0425  HISTORY     - Date     Condition        Report By
 JU0425  HISTORY     - 1934     MONUMENTED       NJGS
 JU0425  HISTORY     - 1961     GOOD             CGS
 JU0425  HISTORY     - 1979     GOOD             NGS
 JU0425
 JU0425                          STATION DESCRIPTION
 JU0425
 JU0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0425'1.6 MI SW FROM CAPE MAY COURT HOUSE.
 JU0425'1.6 MILE SOUTHWEST ON THE PENNSYLVANIA, READING AND SEASHORE LINE
 JU0425'FROM THE RAILROAD STATION AT CAPE MAY COURT HOUSE AND AT THE
 JU0425'CROSSING OF THE JOHNSTOWN LANE ROAD, 39 FEET NORTHEAST OF THE
 JU0425'CENTER LINE OF THE JOHNSTOWN LANE ROAD, 21 FEET NORTHEAST OF THE
 JU0425'FIRST TELEPHONE POLE NORTHEAST OF THE ROAD AND 9 FEET SOUTHEAST
 JU0425'OF THE SOUTHEAST RAIL, 1.5 FEET BELOW THE TOP OF THE RAIL.  SET
 JU0425'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JU0425
 JU0425                          STATION RECOVERY (1979)
 JU0425
 JU0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1637 ***********************************************************************
 KU1637  DESIGNATION -  U 40
 KU1637  PID         -  KU1637
 KU1637  STATE/COUNTY-  NJ/BERGEN
 KU1637  USGS QUAD   -  YONKERS (1979)
 KU1637
 KU1637                         *CURRENT SURVEY CONTROL
 KU1637  ___________________________________________________________________
 KU1637* NAD 83(1986)-  40 54 10.     (N)    073 56 11.     (W)     SCALED    
 KU1637* NAVD 88     -       124.696  (meters)     409.11   (feet)  ADJUSTED  
 KU1637  ___________________________________________________________________
 KU1637  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 KU1637  DYNAMIC HT  -         124.651 (meters)     408.96  (feet)  COMP
 KU1637  MODELED GRAV-     980,261.2   (mgal)                       NAVD 88
 KU1637
 KU1637  VERT ORDER  -  SECOND    CLASS 0
 KU1637
 KU1637.The horizontal coordinates were scaled from a topographic map and have
 KU1637.an estimated accuracy of +/- 6 seconds.
 KU1637
 KU1637.The orthometric height was determined by differential leveling
 KU1637.and adjusted by the National Geodetic Survey in June 1991..
 KU1637
 KU1637.The geoid height was determined by GEOID03.
 KU1637
 KU1637.The dynamic height is computed by dividing the NAVD 88
 KU1637.geopotential number by the normal gravity value computed on the
 KU1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1637.degrees latitude (g = 980.6199 gals.).
 KU1637
 KU1637.The modeled gravity was interpolated from observed gravity values.
 KU1637
 KU1637;                    North         East    Units  Estimated Accuracy
 KU1637;SPC NJ       -   229,910.      197,480.      MT  (+/- 180 meters Scaled)
 KU1637
 KU1637                          SUPERSEDED SURVEY CONTROL
 KU1637
 KU1637  NGVD 29 (??/??/92)  125.006  (m)          410.12   (f) ADJ UNCH    2 0
 KU1637
 KU1637.Superseded values are not recommended for survey control.
 KU1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1637.See file dsdata.txt to determine how the superseded data were derived.
 KU1637
 KU1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL895285(NAD 83)
 KU1637_MARKER: DB = BENCH MARK DISK
 KU1637_SETTING: 66 = SET IN ROCK OUTCROP
 KU1637_SP_SET: ROCK OUTCROP
 KU1637_STAMPING: U 40 1956
 KU1637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU1637+STABILITY: POSITION/ELEVATION WELL
 KU1637
 KU1637  HISTORY     - Date     Condition        Report By
 KU1637  HISTORY     - 1956     MONUMENTED       CGS
 KU1637  HISTORY     - 19920221 MARK NOT FOUND   NJGS
 KU1637  HISTORY     - 20060528 GOOD             GEOCAC
 KU1637
 KU1637                          STATION DESCRIPTION
 KU1637
 KU1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU1637'3.3 MI SE FROM ALPINE.
 KU1637'0.2 MILE EAST ALONG CLOSTER DOCK ROAD FROM THE ALPINE METHODIST
 KU1637'CHURCH, 3.1 MILES SOUTH ALONG U.S. HIGHWAY 9W, AT THE JUNCTION OF
 KU1637'EAST CLINTON AVENUE, 62.3 FEET EAST OF THE CENTERLINE OF HIGHWAY,
 KU1637'29.5 FEET SOUTH OF THE EXTENDED CENTERLINE OF EAST CLINTON AVENUE,
 KU1637'SET IN TOP OF A 15 BY 10 FOOT BLACK OUTCROP PROJECTING 2 FEET ABOVE
 KU1637'THE GROUND AND ABOUT 6 FEET ABOVE THE LEVEL OF ROAD.
 KU1637
 KU1637                          STATION RECOVERY (1992)
 KU1637
 KU1637'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KU1637'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KU1637'SEARCH BY A TWO MAN PARTY.  THE BLACK ROCK OUTCROP HAS BEEN REMOVED.
 KU1637'THE STATION IS CONSIDERED LOST.
 KU1637
 KU1637                          STATION RECOVERY (2006)
 KU1637
 KU1637'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KU1637'FOUND AS DESCRIBED.  HAND HELD GPS COORDINATES N 40 54.168 W 073
 KU1637'56.227.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0802 ***********************************************************************
 KV0802  DESIGNATION -  U 5
 KV0802  PID         -  KV0802
 KV0802  STATE/COUNTY-  NJ/MONMOUTH
 KV0802  USGS QUAD   -  ASBURY PARK (1989)
 KV0802
 KV0802                         *CURRENT SURVEY CONTROL
 KV0802  ___________________________________________________________________
 KV0802* NAD 83(1986)-  40 12 13.     (N)    074 01 07.     (W)     SCALED    
 KV0802* NAVD 88     -         7.418  (meters)      24.34   (feet)  ADJUSTED  
 KV0802  ___________________________________________________________________
 KV0802  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV0802  DYNAMIC HT  -           7.415 (meters)      24.33  (feet)  COMP
 KV0802  MODELED GRAV-     980,169.4   (mgal)                       NAVD 88
 KV0802
 KV0802  VERT ORDER  -  FIRST     CLASS I
 KV0802
 KV0802.The horizontal coordinates were scaled from a topographic map and have
 KV0802.an estimated accuracy of +/- 6 seconds.
 KV0802
 KV0802.The orthometric height was determined by differential leveling
 KV0802.and adjusted by the National Geodetic Survey in June 1991..
 KV0802.WARNING-Repeat measurements at this control monument indicate possible
 KV0802.vertical movement.
 KV0802
 KV0802.The geoid height was determined by GEOID03.
 KV0802
 KV0802.The dynamic height is computed by dividing the NAVD 88
 KV0802.geopotential number by the normal gravity value computed on the
 KV0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0802.degrees latitude (g = 980.6199 gals.).
 KV0802
 KV0802.The modeled gravity was interpolated from observed gravity values.
 KV0802
 KV0802;                    North         East    Units  Estimated Accuracy
 KV0802;SPC NJ       -   152,230.      190,980.      MT  (+/- 180 meters Scaled)
 KV0802
 KV0802                          SUPERSEDED SURVEY CONTROL
 KV0802
 KV0802  NGVD 29 (04/16/92)    7.749  (m)           25.42   (f) ADJUSTED    1 1
 KV0802
 KV0802.Superseded values are not recommended for survey control.
 KV0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0802.See file dsdata.txt to determine how the superseded data were derived.
 KV0802
 KV0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK835508(NAD 83)
 KV0802_MARKER: DB = BENCH MARK DISK
 KV0802_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0802_SP_SET: MASONARY BUILDING WALL
 KV0802_STAMPING: U 5 (1930)
 KV0802_MARK LOGO: CGS   
 KV0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0802_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0802+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1989
 KV0802
 KV0802  HISTORY     - Date     Condition        Report By
 KV0802  HISTORY     - 1930     MONUMENTED       CGS
 KV0802  HISTORY     - 1961     GOOD             CGS
 KV0802  HISTORY     - 1964     GOOD             CGS
 KV0802  HISTORY     - 1979     GOOD             NGS
 KV0802  HISTORY     - 1984     GOOD             USPSQD
 KV0802  HISTORY     - 1985     GOOD             LOCSUR
 KV0802  HISTORY     - 1987     GOOD             USPSQD
 KV0802  HISTORY     - 19890509 GOOD             NJGS
 KV0802
 KV0802                          STATION DESCRIPTION
 KV0802
 KV0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0802'AT BRADLEY BEACH.
 KV0802'AT BRADLEY BEACH, MONMOUTH COUNTY, ON THE PENNSYLVANIA RAILROAD,
 KV0802'AT THE STATION, IN THE WEST WALL, 10 FEET SOUTH OF THE NORTH END
 KV0802'OF THE BUILDING, AND 2.5 FEET ABOVE THE SIDEWALK.
 KV0802
 KV0802                          STATION RECOVERY (1964)
 KV0802
 KV0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0802'RECOVERED IN GOOD CONDITION.
 KV0802
 KV0802                          STATION RECOVERY (1979)
 KV0802
 KV0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0802'RECOVERED IN GOOD CONDITION.
 KV0802
 KV0802                          STATION RECOVERY (1984)
 KV0802
 KV0802'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0802'RECOVERED IN GOOD CONDITION.
 KV0802
 KV0802                          STATION RECOVERY (1985)
 KV0802
 KV0802'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 KV0802'RECOVERED IN GOOD CONDITION.
 KV0802
 KV0802                          STATION RECOVERY (1987)
 KV0802
 KV0802'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 KV0802'RECOVERED IN GOOD CONDITION.
 KV0802
 KV0802                          STATION RECOVERY (1989)
 KV0802
 KV0802'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV0802'THE STATION IS IN BRADLEY BEACH, SET VERTICALLY IN A DRILL HOLE IN
 KV0802'THE WEST WALL OF THE NEW JERSEY TRANSIT RAILROAD STATION, 3.05 M
 KV0802'(10.01 FT) SOUTH OF THE NORTH END OF THE BUILDING AND 0.76 M (2.49
 KV0802'FT) ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0756 ***********************************************************************
 KV0756  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0756  DESIGNATION -  U 53
 KV0756  PID         -  KV0756
 KV0756  STATE/COUNTY-  NJ/MONMOUTH
 KV0756  USGS QUAD   -  KEYPORT (1977)
 KV0756
 KV0756                         *CURRENT SURVEY CONTROL
 KV0756  ___________________________________________________________________
 KV0756* NAD 83(1986)-  40 26 24.     (N)    074 11 32.     (W)     SCALED    
 KV0756* NAVD 88     -         5.287  (meters)      17.35   (feet)  ADJUSTED  
 KV0756  ___________________________________________________________________
 KV0756  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV0756  DYNAMIC HT  -           5.285 (meters)      17.34  (feet)  COMP
 KV0756  MODELED GRAV-     980,223.1   (mgal)                       NAVD 88
 KV0756
 KV0756  VERT ORDER  -  FIRST     CLASS II
 KV0756
 KV0756.The horizontal coordinates were scaled from a topographic map and have
 KV0756.an estimated accuracy of +/- 6 seconds.
 KV0756
 KV0756.The orthometric height was determined by differential leveling
 KV0756.and adjusted by the National Geodetic Survey in June 1991..
 KV0756
 KV0756.This Tidal Bench Mark is designated as VM 2549
 KV0756.by the Center for Operational Oceanographic Products and Services.
 KV0756
 KV0756.The geoid height was determined by GEOID03.
 KV0756
 KV0756.The dynamic height is computed by dividing the NAVD 88
 KV0756.geopotential number by the normal gravity value computed on the
 KV0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0756.degrees latitude (g = 980.6199 gals.).
 KV0756
 KV0756.The modeled gravity was interpolated from observed gravity values.
 KV0756
 KV0756;                    North         East    Units  Estimated Accuracy
 KV0756;SPC NJ       -   178,410.      176,110.      MT  (+/- 180 meters Scaled)
 KV0756
 KV0756                          SUPERSEDED SURVEY CONTROL
 KV0756
 KV0756  NGVD 29 (04/16/92)    5.530  (m)           18.14   (f) ADJUSTED    1 2
 KV0756
 KV0756.Superseded values are not recommended for survey control.
 KV0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0756.See file dsdata.txt to determine how the superseded data were derived.
 KV0756
 KV0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK685769(NAD 83)
 KV0756_MARKER: DB = BENCH MARK DISK
 KV0756_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0756_SP_SET: PUMPING STATION
 KV0756_STAMPING: U 53 1961
 KV0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0756
 KV0756  HISTORY     - Date     Condition        Report By
 KV0756  HISTORY     - 1961     MONUMENTED       CGS
 KV0756  HISTORY     - 1964     GOOD             CGS
 KV0756  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KV0756
 KV0756                          STATION DESCRIPTION
 KV0756
 KV0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0756'AT KEYPORT.
 KV0756'IN THE WEST FACE OF THE SOUTHWEST CORNER OF THE KEYPORT WATER
 KV0756'WORKS PUMPING STATION, 22 FEET NORTH OF NORTHEAST CORNER OF SMALL
 KV0756'BRICK BUILDING, 166 FEET WEST SOUTHWEST OF TIDAL STATION NO. 17,
 KV0756'MARK NO. 2.  4 1/2 FEET ABOVE THE LEVEL OF GROUND.
 KV0756
 KV0756                          STATION RECOVERY (1964)
 KV0756
 KV0756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0756'RECOVERED IN GOOD CONDITION.
 KV0756
 KV0756                          STATION RECOVERY (1986)
 KV0756
 KV0756'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0041 ***********************************************************************
 JU0041  DESIGNATION -  U 54
 JU0041  PID         -  JU0041
 JU0041  STATE/COUNTY-  NJ/OCEAN
 JU0041  USGS QUAD   -  TOMS RIVER (1989)
 JU0041
 JU0041                         *CURRENT SURVEY CONTROL
 JU0041  ___________________________________________________________________
 JU0041* NAD 83(1986)-  39 55 04.     (N)    074 09 31.     (W)     SCALED    
 JU0041* NAVD 88     -        11.226  (meters)      36.83   (feet)  ADJUSTED  
 JU0041  ___________________________________________________________________
 JU0041  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JU0041  DYNAMIC HT  -          11.220 (meters)      36.81  (feet)  COMP
 JU0041  MODELED GRAV-     980,161.7   (mgal)                       NAVD 88
 JU0041
 JU0041  VERT ORDER  -  FIRST     CLASS I
 JU0041
 JU0041.The horizontal coordinates were scaled from a topographic map and have
 JU0041.an estimated accuracy of +/- 6 seconds.
 JU0041
 JU0041.The orthometric height was determined by differential leveling
 JU0041.and adjusted by the National Geodetic Survey in June 1991..
 JU0041
 JU0041.The geoid height was determined by GEOID03.
 JU0041
 JU0041.The dynamic height is computed by dividing the NAVD 88
 JU0041.geopotential number by the normal gravity value computed on the
 JU0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0041.degrees latitude (g = 980.6199 gals.).
 JU0041
 JU0041.The modeled gravity was interpolated from observed gravity values.
 JU0041
 JU0041;                    North         East    Units  Estimated Accuracy
 JU0041;SPC NJ       -   120,440.      179,190.      MT  (+/- 180 meters Scaled)
 JU0041
 JU0041                          SUPERSEDED SURVEY CONTROL
 JU0041
 JU0041  NGVD 29 (04/16/92)   11.586  (m)           38.01   (f) ADJUSTED    1 1
 JU0041
 JU0041.Superseded values are not recommended for survey control.
 JU0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0041.See file dsdata.txt to determine how the superseded data were derived.
 JU0041
 JU0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK719189(NAD 83)
 JU0041_MARKER: DB = BENCH MARK DISK
 JU0041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0041_SP_SET: BUILDING
 JU0041_STAMPING: U 54 1961
 JU0041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0041
 JU0041  HISTORY     - Date     Condition        Report By
 JU0041  HISTORY     - 1961     MONUMENTED       CGS
 JU0041  HISTORY     - 1964     GOOD             CGS
 JU0041  HISTORY     - 1979     GOOD             NGS
 JU0041  HISTORY     - 1987     GOOD             USPSQD
 JU0041  HISTORY     - 19940712 GOOD             USPSQD
 JU0041  HISTORY     - 19990722 GOOD             USPSQD
 JU0041  HISTORY     - 20040924 GOOD             INDIV
 JU0041
 JU0041                          STATION DESCRIPTION
 JU0041
 JU0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0041'1.4 MI N FROM BAYVILLE.
 JU0041'ABOUT 1.4 MILES NORTH ALONG U.S. HIGHWAY 9 FROM THE POST OFFICE
 JU0041'AT BAYVILLE, SET VERTICALLY IN THE NORTHEAST FACE OF THE BRICK
 JU0041'WALL NEAR EAST CORNER OF THE BAYVILLE SCHOOL, 1.4 FEET NORTHWEST
 JU0041'OF THE EAST CORNER OF BUILDING, 123 FEET SOUTHWEST OF THE CENTER
 JU0041'LINE OF THE HIGHWAY, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE
 JU0041'HIGHWAY.
 JU0041
 JU0041                          STATION RECOVERY (1979)
 JU0041
 JU0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0041'RECOVERED IN GOOD CONDITION.
 JU0041
 JU0041                          STATION RECOVERY (1987)
 JU0041
 JU0041'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0041'RECOVERED IN GOOD CONDITION.
 JU0041
 JU0041                          STATION RECOVERY (1994)
 JU0041
 JU0041'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0041'RECOVERED IN GOOD CONDITION.
 JU0041
 JU0041                          STATION RECOVERY (1999)
 JU0041
 JU0041'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU0041'RECOVERED IN GOOD CONDITION.
 JU0041
 JU0041                          STATION RECOVERY (2004)
 JU0041
 JU0041'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 JU0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0283 ***********************************************************************
 JU0283  DESIGNATION -  U 55
 JU0283  PID         -  JU0283
 JU0283  STATE/COUNTY-  NJ/ATLANTIC
 JU0283  USGS QUAD   -  OCEANVILLE (1989)
 JU0283
 JU0283                         *CURRENT SURVEY CONTROL
 JU0283  ___________________________________________________________________
 JU0283* NAD 83(1986)-  39 27 53.     (N)    074 26 55.     (W)     SCALED    
 JU0283* NAVD 88     -         7.126  (meters)      23.38   (feet)  ADJUSTED  
 JU0283  ___________________________________________________________________
 JU0283  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JU0283  DYNAMIC HT  -           7.122 (meters)      23.37  (feet)  COMP
 JU0283  MODELED GRAV-     980,127.7   (mgal)                       NAVD 88
 JU0283
 JU0283  VERT ORDER  -  SECOND    CLASS 0
 JU0283
 JU0283.The horizontal coordinates were scaled from a topographic map and have
 JU0283.an estimated accuracy of +/- 6 seconds.
 JU0283
 JU0283.The orthometric height was determined by differential leveling
 JU0283.and adjusted by the National Geodetic Survey in June 1991..
 JU0283
 JU0283.The geoid height was determined by GEOID03.
 JU0283
 JU0283.The dynamic height is computed by dividing the NAVD 88
 JU0283.geopotential number by the normal gravity value computed on the
 JU0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0283.degrees latitude (g = 980.6199 gals.).
 JU0283
 JU0283.The modeled gravity was interpolated from observed gravity values.
 JU0283
 JU0283;                    North         East    Units  Estimated Accuracy
 JU0283;SPC NJ       -    70,090.      154,420.      MT  (+/- 180 meters Scaled)
 JU0283
 JU0283                          SUPERSEDED SURVEY CONTROL
 JU0283
 JU0283  NGVD 29 (??/??/??)    7.507  (m)           24.63   (f) ADJUSTED    2 0
 JU0283
 JU0283.Superseded values are not recommended for survey control.
 JU0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0283.See file dsdata.txt to determine how the superseded data were derived.
 JU0283
 JU0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ474684(NAD 83)
 JU0283_MARKER: DB = BENCH MARK DISK
 JU0283_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0283+WITH SETTING: PAVEMENT
 JU0283_SP_SET: RADIO TOWER BASE
 JU0283_STAMPING: U 55 1961
 JU0283_MARK LOGO: CGS   
 JU0283_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0283+STABILITY: SURFACE MOTION
 JU0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0283+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1995
 JU0283
 JU0283  HISTORY     - Date     Condition        Report By
 JU0283  HISTORY     - 1961     MONUMENTED       CGS
 JU0283  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0283  HISTORY     - 19950316 GOOD             NJGS
 JU0283
 JU0283                          STATION DESCRIPTION
 JU0283
 JU0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0283'0.8 MI SE FROM OCEANVILLE.
 JU0283'0.75 MILE SOUTHEAST ALONG GREAT CREEK ROAD FROM THE JUNCTION
 JU0283'OF U.S. HIGHWAY 9 TO THE OFFICE OF BRIGANTINE NATIONAL WILD
 JU0283'LIFE REFUGE, 150 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 JU0283'OFFICE IN THE SOUTH CORNER OF THE CONCRETE BASE OF THE RADIO
 JU0283'TOWER.  SET IN A DRILL HOLE.
 JU0283
 JU0283                          STATION RECOVERY (1979)
 JU0283
 JU0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0283'NOTE-- THE RAIDO TOWER HAS BEEN MOVED NEXT TO
 JU0283'THE OFFICE AND REST ROOMS ARE NOW AT THE LOCATION OF THE OLD RADIO
 JU0283'TOWER.
 JU0283
 JU0283                          STATION RECOVERY (1995)
 JU0283
 JU0283'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0283'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE BRIGANTINE
 JU0283'NATIONAL WILDLIFE REFUGE IS NOW KNOWN AS THE BRIGANTINE DIVISION OF
 JU0283'THE EDWIN B.  FORSYTHE NATIONAL WILDLIFE REFUGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0498 ***********************************************************************
 JU0498  DESIGNATION -  U 56
 JU0498  PID         -  JU0498
 JU0498  STATE/COUNTY-  NJ/ATLANTIC
 JU0498  USGS QUAD   -  MARMORA (1994)
 JU0498
 JU0498                         *CURRENT SURVEY CONTROL
 JU0498  ___________________________________________________________________
 JU0498* NAD 83(1986)-  39 20 55.     (N)    074 40 23.     (W)     SCALED    
 JU0498* NAVD 88     -         1.648  (meters)       5.41   (feet)  ADJUSTED  
 JU0498  ___________________________________________________________________
 JU0498  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JU0498  DYNAMIC HT  -           1.647 (meters)       5.40  (feet)  COMP
 JU0498  MODELED GRAV-     980,112.3   (mgal)                       NAVD 88
 JU0498
 JU0498  VERT ORDER  -  SECOND    CLASS 0
 JU0498
 JU0498.The horizontal coordinates were scaled from a topographic map and have
 JU0498.an estimated accuracy of +/- 6 seconds.
 JU0498
 JU0498.The orthometric height was determined by differential leveling
 JU0498.and adjusted by the National Geodetic Survey in June 1991..
 JU0498
 JU0498.The geoid height was determined by GEOID03.
 JU0498
 JU0498.The dynamic height is computed by dividing the NAVD 88
 JU0498.geopotential number by the normal gravity value computed on the
 JU0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0498.degrees latitude (g = 980.6199 gals.).
 JU0498
 JU0498.The modeled gravity was interpolated from observed gravity values.
 JU0498
 JU0498;                    North         East    Units  Estimated Accuracy
 JU0498;SPC NJ       -    57,210.      135,080.      MT  (+/- 180 meters Scaled)
 JU0498
 JU0498                          SUPERSEDED SURVEY CONTROL
 JU0498
 JU0498  NGVD 29 (??/??/??)    2.046  (m)            6.71   (f) ADJUSTED    2 0
 JU0498
 JU0498.Superseded values are not recommended for survey control.
 JU0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0498.See file dsdata.txt to determine how the superseded data were derived.
 JU0498
 JU0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ281555(NAD 83)
 JU0498_MARKER: DB = BENCH MARK DISK
 JU0498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0498_SP_SET: BRIDGE
 JU0498_STAMPING: U 56 1961
 JU0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0498+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 JU0498
 JU0498  HISTORY     - Date     Condition        Report By
 JU0498  HISTORY     - 1961     MONUMENTED       CGS
 JU0498  HISTORY     - 20060517 GOOD             CANJDE
 JU0498
 JU0498                          STATION DESCRIPTION
 JU0498
 JU0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0498'1.2 NW FROM SCULLVILLE.
 JU0498'1.15 MILE NORTHWEST ON COUNTY ROAD 559 FROM SCULLVILLE PUBLIC
 JU0498'SCHOOL NO. 1.  SET IN A DRILL HOLE IN THE SOUTHWEST ABUTMENT
 JU0498'AT THE WEST END OF THE STEEL AND CONCRETE BRIDGE OVER ENGLISH
 JU0498'CREEK.  18 FEET NORTH OF THE CENTER LINE OF COUNTY ROAD 559
 JU0498'AND 2 FEET SOUTH OF THE GUARD RAIL.
 JU0498
 JU0498                          STATION RECOVERY (2006)
 JU0498
 JU0498'RECOVERY NOTE BY   2006 (GAC)
 JU0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0392 ***********************************************************************
 JU0392  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0392  DESIGNATION -  U 57
 JU0392  PID         -  JU0392
 JU0392  STATE/COUNTY-  NJ/CAPE MAY
 JU0392  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0392
 JU0392                         *CURRENT SURVEY CONTROL
 JU0392  ___________________________________________________________________
 JU0392* NAD 83(1986)-  39 12 05.     (N)    074 39 25.     (W)     SCALED    
 JU0392* NAVD 88     -         3.215  (meters)      10.55   (feet)  ADJUSTED  
 JU0392  ___________________________________________________________________
 JU0392  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 JU0392  DYNAMIC HT  -           3.214 (meters)      10.54  (feet)  COMP
 JU0392  MODELED GRAV-     980,083.9   (mgal)                       NAVD 88
 JU0392
 JU0392  VERT ORDER  -  FIRST     CLASS II
 JU0392
 JU0392.The horizontal coordinates were scaled from a topographic map and have
 JU0392.an estimated accuracy of +/- 6 seconds.
 JU0392
 JU0392.The orthometric height was determined by differential leveling
 JU0392.and adjusted by the National Geodetic Survey in June 1991..
 JU0392
 JU0392.This Tidal Bench Mark is designated as VM 2761
 JU0392.by the Center for Operational Oceanographic Products and Services.
 JU0392
 JU0392.The geoid height was determined by GEOID03.
 JU0392
 JU0392.The dynamic height is computed by dividing the NAVD 88
 JU0392.geopotential number by the normal gravity value computed on the
 JU0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0392.degrees latitude (g = 980.6199 gals.).
 JU0392
 JU0392.The modeled gravity was interpolated from observed gravity values.
 JU0392
 JU0392;                    North         East    Units  Estimated Accuracy
 JU0392;SPC NJ       -    40,870.      136,440.      MT  (+/- 180 meters Scaled)
 JU0392
 JU0392                          SUPERSEDED SURVEY CONTROL
 JU0392
 JU0392  NGVD 29 (04/16/92)    3.606  (m)           11.83   (f) ADJUSTED    1 2
 JU0392
 JU0392.Superseded values are not recommended for survey control.
 JU0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0392.See file dsdata.txt to determine how the superseded data were derived.
 JU0392
 JU0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ296391(NAD 83)
 JU0392_MARKER: DB = BENCH MARK DISK
 JU0392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0392_SP_SET: BRIDGE
 JU0392_STAMPING: U 57 1961
 JU0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0392+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004
 JU0392
 JU0392  HISTORY     - Date     Condition        Report By
 JU0392  HISTORY     - 1961     MONUMENTED       CGS
 JU0392  HISTORY     - 1979     GOOD             NGS
 JU0392  HISTORY     - 20040802 GOOD             NJDEP
 JU0392  HISTORY     - 20060224 GOOD             GEOCAC
 JU0392
 JU0392                          STATION DESCRIPTION
 JU0392
 JU0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0392'AT STRATHMERE.
 JU0392'7.0 MILES SOUTHWEST ON OCEAN DRIVE FROM THE CITY HALL IN OCEAN
 JU0392'CITY, IN THE EAST CONCRETE ABUTMENT INSIDE THE GUARD RAIL AT THE
 JU0392'SOUTH END OF THE BRIDGE OVER STRATHMERE BAY, 13 FEET EAST OF THE
 JU0392'CENTER LINE OF OCEAN DRIVE, 1 FOOT WEST OF THE GUARD RAIL.  SET
 JU0392'IN A DRILL HOLE 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 JU0392
 JU0392                          STATION RECOVERY (1979)
 JU0392
 JU0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0392'RECOVERED IN GOOD CONDITION.
 JU0392
 JU0392                          STATION RECOVERY (2004)
 JU0392
 JU0392'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2004 (WM)
 JU0392'RECOVERED IN GOOD CONDITION.
 JU0392
 JU0392                          STATION RECOVERY (2006)
 JU0392
 JU0392'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0392'HANDHELD COORDINATES ARE N39-12-04.68 W074-39-17.40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0452 ***********************************************************************
 JU0452  DESIGNATION -  U 58
 JU0452  PID         -  JU0452
 JU0452  STATE/COUNTY-  NJ/CAPE MAY
 JU0452  USGS QUAD   -  STONE HARBOR (1972)
 JU0452
 JU0452                         *CURRENT SURVEY CONTROL
 JU0452  ___________________________________________________________________
 JU0452* NAD 83(1986)-  39 01 50.     (N)    074 47 58.     (W)     SCALED    
 JU0452* NAVD 88     -         2.902  (meters)       9.52   (feet)  ADJUSTED  
 JU0452  ___________________________________________________________________
 JU0452  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 JU0452  DYNAMIC HT  -           2.901 (meters)       9.52  (feet)  COMP
 JU0452  MODELED GRAV-     980,057.4   (mgal)                       NAVD 88
 JU0452
 JU0452  VERT ORDER  -  FIRST     CLASS II
 JU0452
 JU0452.The horizontal coordinates were scaled from a topographic map and have
 JU0452.an estimated accuracy of +/- 6 seconds.
 JU0452
 JU0452.The orthometric height was determined by differential leveling
 JU0452.and adjusted by the National Geodetic Survey in March 2001..
 JU0452
 JU0452.The geoid height was determined by GEOID03.
 JU0452
 JU0452.The dynamic height is computed by dividing the NAVD 88
 JU0452.geopotential number by the normal gravity value computed on the
 JU0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0452.degrees latitude (g = 980.6199 gals.).
 JU0452
 JU0452.The modeled gravity was interpolated from observed gravity values.
 JU0452
 JU0452;                    North         East    Units  Estimated Accuracy
 JU0452;SPC NJ       -    21,940.      124,070.      MT  (+/- 180 meters Scaled)
 JU0452
 JU0452                          SUPERSEDED SURVEY CONTROL
 JU0452
 JU0452  NAVD 88 (06/15/91)    2.890  (m)            9.48   (f) UNKNOWN     2 0
 JU0452  NGVD 29 (04/16/92)    3.293  (m)           10.80   (f) ADJUSTED    2 0
 JU0452
 JU0452.Superseded values are not recommended for survey control.
 JU0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0452.See file dsdata.txt to determine how the superseded data were derived.
 JU0452
 JU0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ173201(NAD 83)
 JU0452_MARKER: DB = BENCH MARK DISK
 JU0452_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU0452_SP_SET: BRIDGE ABUTMENT
 JU0452_STAMPING: U 58 1961
 JU0452_MARK LOGO: CGS   
 JU0452_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0452+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 JU0452
 JU0452  HISTORY     - Date     Condition        Report By
 JU0452  HISTORY     - 1961     MONUMENTED       CGS
 JU0452  HISTORY     - 19970806 GOOD             NJGS
 JU0452  HISTORY     - 20051008 GOOD             GEOCAC
 JU0452
 JU0452                          STATION DESCRIPTION
 JU0452
 JU0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0452'2.8 MI SW FROM STONE HARBOR.
 JU0452'0.1 MILE NORTHWEST ON 96TH STREET FROM THE POST OFFICE IN STONE
 JU0452'HARBOR THENCE 2.8 MILES SOUTHWEST ON OCEAN DRIVE TO THE END OF
 JU0452'THE BRIDGE OVER GRASSY SOUND CHANNEL.  10 FEET SOUTHEAST OF THE
 JU0452'CENTER LINE OF OCEAN DRIVE AND SET IN A DRILL HOLE IN THE
 JU0452'NORTHEAST END OF THE SOUTHEAST ABUTMENT AT THE NORTHEAST END OF
 JU0452'THE BRIDGE ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 JU0452
 JU0452                          STATION RECOVERY (1997)
 JU0452
 JU0452'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU0452'RECOVERED AS DESCRIBED.
 JU0452
 JU0452                          STATION RECOVERY (2005)
 JU0452
 JU0452'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 JU0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0974 ***********************************************************************
 JU0974  DESIGNATION -  U 59
 JU0974  PID         -  JU0974
 JU0974  STATE/COUNTY-  NJ/CUMBERLAND
 JU0974  USGS QUAD   -  SHILOH (1993)
 JU0974
 JU0974                         *CURRENT SURVEY CONTROL
 JU0974  ___________________________________________________________________
 JU0974* NAD 83(1996)-  39 27 04.88294(N)    075 18 41.77768(W)     ADJUSTED  
 JU0974* NAVD 88     -        27.827  (meters)      91.30   (feet)  ADJUSTED  
 JU0974  ___________________________________________________________________
 JU0974  X           -   1,250,475.306 (meters)                     COMP
 JU0974  Y           -  -4,770,464.681 (meters)                     COMP
 JU0974  Z           -   4,031,131.048 (meters)                     COMP
 JU0974  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 JU0974  ELLIP HEIGHT-          -5.90  (meters)          (10/23/02) GPS OBS
 JU0974  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JU0974  DYNAMIC HT  -          27.813 (meters)      91.25  (feet)  COMP
 JU0974  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 JU0974
 JU0974  HORZ ORDER  -  FIRST
 JU0974  VERT ORDER  -  FIRST     CLASS II
 JU0974  ELLP ORDER  -  FOURTH    CLASS I
 JU0974
 JU0974.The horizontal coordinates were established by GPS observations
 JU0974.and adjusted by the National Geodetic Survey in May 1999..
 JU0974
 JU0974.The orthometric height was determined by differential leveling
 JU0974.and adjusted by the National Geodetic Survey in October 1996..
 JU0974
 JU0974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0974
 JU0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0974
 JU0974.The ellipsoidal height was determined by GPS observations
 JU0974.and is referenced to NAD 83.
 JU0974
 JU0974.The geoid height was determined by GEOID03.
 JU0974
 JU0974.The dynamic height is computed by dividing the NAVD 88
 JU0974.geopotential number by the normal gravity value computed on the
 JU0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0974.degrees latitude (g = 980.6199 gals.).
 JU0974
 JU0974.The modeled gravity was interpolated from observed gravity values.
 JU0974
 JU0974;                    North         East     Units Scale Factor Converg.
 JU0974;SPC NJ       -    68,919.317    80,148.982   MT  0.99996005   -0 30 56.6
 JU0974;SPC NJ       -   226,112.79    262,955.45   sFT  0.99996005   -0 30 56.6
 JU0974;UTM  18      - 4,366,912.355   473,189.826   MT  0.99960885   -0 11 52.8
 JU0974
 JU0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0974!SPC NJ       -   1.00000093  x   0.99996005  =   0.99996098
 JU0974!UTM  18      -   1.00000093  x   0.99960885  =   0.99960978
 JU0974
 JU0974:                Primary Azimuth Mark                     Grid Az
 JU0974:SPC NJ       -  FAA N39 A                                200 15 11.0
 JU0974:UTM  18      -  FAA N39 A                                199 56 07.2
 JU0974
 JU0974|---------------------------------------------------------------------|
 JU0974| PID    Reference Object                     Distance      Geod. Az  |
 JU0974|                                                           dddmmss.s |
 JU0974| JU4171 FAA N39 A                           APPROX. 0.5 KM 1994414.4 |
 JU0974|---------------------------------------------------------------------|
 JU0974
 JU0974                          SUPERSEDED SURVEY CONTROL
 JU0974
 JU0974  NAD 83(1992)-  39 27 04.88251(N)    075 18 41.77747(W) AD(       ) 1
 JU0974  ELLIP H (08/04/95)   -5.97   (m)                       GP(       ) 3 1
 JU0974  NAVD 88 (06/15/91)   27.822  (m)           91.28   (f) UNKNOWN     1 2
 JU0974  NGVD 29 (04/16/92)   28.124  (m)           92.27   (f) ADJUSTED    1 2
 JU0974
 JU0974.Superseded values are not recommended for survey control.
 JU0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0974.See file dsdata.txt to determine how the superseded data were derived.
 JU0974
 JU0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7319066912(NAD 83)
 JU0974_MARKER: DB = BENCH MARK DISK
 JU0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0974_STAMPING: U 59 1961
 JU0974_MARK LOGO: CGS   
 JU0974_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0974+STABILITY: SURFACE MOTION
 JU0974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0974+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1994
 JU0974
 JU0974  HISTORY     - Date     Condition        Report By
 JU0974  HISTORY     - 1961     MONUMENTED       CGS
 JU0974  HISTORY     - 1979     GOOD             NGS
 JU0974  HISTORY     - 19940831 GOOD             NJGS
 JU0974  HISTORY     - 19940914 GOOD             NJGS
 JU0974  HISTORY     - 19950129 GOOD             USPSQD
 JU0974
 JU0974                          STATION DESCRIPTION
 JU0974
 JU0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0974'0.8 MI SW FROM SHILOH.
 JU0974'0.25 MILE WEST ON ACADEMY STREET FROM THE PUBLIC SCHOOL IN
 JU0974'SHILOH THENCE 0.6 MILE SOUTHWEST ON ROADSTOWN ROAD.  48 YARDS
 JU0974'SOUTHWEST OF THE CENTER OF THE DRIVE TO A FARMHOUSE, 114 FEET
 JU0974'NORTHEAST OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A ROCK
 JU0974'AND CONCRETE CULVERT, 40 FEET NORTH AND ACROSS THE ROAD FROM
 JU0974'POWER LINE POLE B-27390 AND 21 FEET NORTHWEST OF THE CENTER
 JU0974'LINE OF ROADSTOWN ROAD AND 2 FEET NORTHEAST OF A METAL WITNESS
 JU0974'POST.  SET IN THE TOP OF A CONCRETE POST AND PROJECTING 3 INCHES.
 JU0974
 JU0974                          STATION RECOVERY (1979)
 JU0974
 JU0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0974'RECOVERED IN GOOD CONDITION.
 JU0974
 JU0974                          STATION RECOVERY (1994)
 JU0974
 JU0974'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU0974'THE STATION IS LOCATED IN STOW CREEK TOWNSHIP ON THE NORTHWEST SIDE OF
 JU0974'ROADSTOWN ROAD, COUNTY ROAD 620.  TO REACH THE STATION FROM THE
 JU0974'INTERSECTION OF STATE ROUTE 49 AND ROADSTOWN ROAD, COUNTY ROAD 620 IN
 JU0974'SHILOH, GO 0.8 MI (1.3 KM) SOUTHWEST ON COUNTY ROAD 620 TO THE STATION
 JU0974'ON THE RIGHT.  THE STATION IS 6.0 M (19.7 FT) NORTHWEST FROM THE
 JU0974'CENTERLINE OF ROADSTOWN ROAD, 11.6 M (38.1 FT) NORTHEAST FROM POLE
 JU0974'NUMBER BT 31 SD, 34.6 M (113.5 FT) NORTHEAST FROM THE NORTHEAST END OF
 JU0974'THE NORTHWEST HEADWALL OF A CONCRETE CULVERT, 12.4 M (40.7 FT) NORTH
 JU0974'NORTHWEST AND ACROSS THE ROAD FROM POLE NUMBER B 27390 AND 2.5 M (8.2
 JU0974'FT) NORTHWEST FROM THE NORTHWEST EDGE OF PAVEMENT OF ROADSTOWN ROAD.
 JU0974
 JU0974                          STATION RECOVERY (1994)
 JU0974
 JU0974'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU0974'RECOVERED AS DESCRIBED.
 JU0974
 JU0974                          STATION RECOVERY (1995)
 JU0974
 JU0974'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0550 ***********************************************************************
 JU0550  DESIGNATION -  U 62
 JU0550  PID         -  JU0550
 JU0550  STATE/COUNTY-  NJ/CAMDEN
 JU0550  USGS QUAD   -  WILLIAMSTOWN (1981)
 JU0550
 JU0550                         *CURRENT SURVEY CONTROL
 JU0550  ___________________________________________________________________
 JU0550* NAD 83(1986)-  39 43 38.     (N)    074 54 46.     (W)     SCALED    
 JU0550* NAVD 88     -        41.292  (meters)     135.47   (feet)  ADJUSTED  
 JU0550  ___________________________________________________________________
 JU0550  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JU0550  DYNAMIC HT  -          41.272 (meters)     135.41  (feet)  COMP
 JU0550  MODELED GRAV-     980,139.9   (mgal)                       NAVD 88
 JU0550
 JU0550  VERT ORDER  -  FIRST     CLASS I
 JU0550
 JU0550.The horizontal coordinates were scaled from a topographic map and have
 JU0550.an estimated accuracy of +/- 6 seconds.
 JU0550
 JU0550.The orthometric height was determined by differential leveling
 JU0550.and adjusted by the National Geodetic Survey in June 1991..
 JU0550
 JU0550.The geoid height was determined by GEOID03.
 JU0550
 JU0550.The dynamic height is computed by dividing the NAVD 88
 JU0550.geopotential number by the normal gravity value computed on the
 JU0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0550.degrees latitude (g = 980.6199 gals.).
 JU0550
 JU0550.The modeled gravity was interpolated from observed gravity values.
 JU0550
 JU0550;                    North         East    Units  Estimated Accuracy
 JU0550;SPC NJ       -    99,310.      114,620.      MT  (+/- 180 meters Scaled)
 JU0550
 JU0550                          SUPERSEDED SURVEY CONTROL
 JU0550
 JU0550  NGVD 29 (??/??/??)   41.653  (m)          136.66   (f) ADJUSTED    1 1
 JU0550
 JU0550.Superseded values are not recommended for survey control.
 JU0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0550.See file dsdata.txt to determine how the superseded data were derived.
 JU0550
 JU0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ074974(NAD 83)
 JU0550_MARKER: DB = BENCH MARK DISK
 JU0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0550_STAMPING: U 62 1963
 JU0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0550+STABILITY: SURFACE MOTION
 JU0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0550+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2003
 JU0550
 JU0550  HISTORY     - Date     Condition        Report By
 JU0550  HISTORY     - 1963     MONUMENTED       CGS
 JU0550  HISTORY     - 1964     GOOD             CGS
 JU0550  HISTORY     - 1983     GOOD             LOCSUR
 JU0550  HISTORY     - 20020414 GOOD             INDIV
 JU0550  HISTORY     - 20031022 GOOD             STEWRT
 JU0550
 JU0550                          STATION DESCRIPTION
 JU0550
 JU0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0550'1.9 MI SE FROM WILLIAMSTOWN JCT.
 JU0550'1.9 MILES SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0550'FROM THE STATION AT WILLIAMSTOWN JUNCTION, ABOUT 200 YARDS
 JU0550'NORTH-NORTHWEST OF THE NORTH CORNER OF A FARM HOUSE, 33 FEET
 JU0550'SOUTHWEST OF SOUTHWEST RAIL, 32 FEET NORTH OF NORTHEAST ONE OF
 JU0550'THREE 15-INCH WHITE OAK TREES, 22 FEET NORTHEAST OF A 20-INCH
 JU0550'BLACK OAK TREE, 1.5 FEET SOUTHEAST OF A STEEL WITNESS POST, 6 FEET
 JU0550'ABOVE LEVEL OF TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JU0550'PROJECTING 3 INCHES.
 JU0550
 JU0550                          STATION RECOVERY (1983)
 JU0550
 JU0550'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JU0550'WITNESS POST PLACARD MISSING. FARM HOUSE GONE, FOUNDATION EXISTING.
 JU0550'LOCATION IS 200 YARDS NORTHWEST OF MILEPOST 20.
 JU0550
 JU0550                          STATION RECOVERY (2002)
 JU0550
 JU0550'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MS)
 JU0550'SIDE OF MONUMENT HAS BEEN SPRAY PAINTED ORANGE, ORANGE ARROW PAINTED
 JU0550'ON A TRACK TIE OPPOSITE THE MARKER.
 JU0550'AREA OVERGROWN WITH PINE TREES, LANDMARKS LISTED CAN NOT BE SEEN FROM
 JU0550'THE MARKER.
 JU0550'HANDHELD GPS LAT/LONG 39 43' 38.23422'', -74 54' 45.80486'' +/- 22FEET
 JU0550' 
 JU0550
 JU0550                          STATION RECOVERY (2003)
 JU0550
 JU0550'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2003 (DEN)
 JU0550'A SERIES OF BLAZES IS ON A PINE TREE AT THE RAILROAD GRADE.
 JU0550'THE MONUMENT IS ON THE TOP OF THE BANK ABOVE THE RAILROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0563 ***********************************************************************
 JU0563  DESIGNATION -  U 63
 JU0563  PID         -  JU0563
 JU0563  STATE/COUNTY-  NJ/ATLANTIC
 JU0563  USGS QUAD   -  HAMMONTON (1981)
 JU0563
 JU0563                         *CURRENT SURVEY CONTROL
 JU0563  ___________________________________________________________________
 JU0563* NAD 83(1986)-  39 37 43.     (N)    074 47 41.     (W)     SCALED    
 JU0563* NAVD 88     -        26.705  (meters)      87.61   (feet)  ADJUSTED  
 JU0563  ___________________________________________________________________
 JU0563  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JU0563  DYNAMIC HT  -          26.692 (meters)      87.57  (feet)  COMP
 JU0563  MODELED GRAV-     980,132.8   (mgal)                       NAVD 88
 JU0563
 JU0563  VERT ORDER  -  FIRST     CLASS I
 JU0563
 JU0563.The horizontal coordinates were scaled from a topographic map and have
 JU0563.an estimated accuracy of +/- 6 seconds.
 JU0563
 JU0563.The orthometric height was determined by differential leveling
 JU0563.and adjusted by the National Geodetic Survey in June 1991..
 JU0563
 JU0563.The geoid height was determined by GEOID03.
 JU0563
 JU0563.The dynamic height is computed by dividing the NAVD 88
 JU0563.geopotential number by the normal gravity value computed on the
 JU0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0563.degrees latitude (g = 980.6199 gals.).
 JU0563
 JU0563.The modeled gravity was interpolated from observed gravity values.
 JU0563
 JU0563;                    North         East    Units  Estimated Accuracy
 JU0563;SPC NJ       -    88,320.      124,700.      MT  (+/- 180 meters Scaled)
 JU0563
 JU0563                          SUPERSEDED SURVEY CONTROL
 JU0563
 JU0563  NGVD 29 (??/??/??)   27.069  (m)           88.81   (f) ADJUSTED    1 1
 JU0563
 JU0563.Superseded values are not recommended for survey control.
 JU0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0563.See file dsdata.txt to determine how the superseded data were derived.
 JU0563
 JU0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ176865(NAD 83)
 JU0563_MARKER: DB = BENCH MARK DISK
 JU0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0563_STAMPING: U 63 1963
 JU0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0563+STABILITY: SURFACE MOTION
 JU0563
 JU0563  HISTORY     - Date     Condition        Report By
 JU0563  HISTORY     - 1963     MONUMENTED       CGS
 JU0563  HISTORY     - 1964     GOOD             CGS
 JU0563  HISTORY     - 1984     GOOD             USPSQD
 JU0563  HISTORY     - 19950317 MARK NOT FOUND   NJGS
 JU0563
 JU0563                          STATION DESCRIPTION
 JU0563
 JU0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0563'0.6 MI SE FROM HAMMONTON.
 JU0563'0.65 MILE SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0563'LINES FROM THE STATION AT HAMMONTON, AT MILEPOST 31, AT THE
 JU0563'CROSSING OF A PRIVATE ROAD, 72 FEET NORTH AND ACROSS TRACK FROM
 JU0563'THE MILEPOST, 34.5 FEET NORTH OF CENTER OF CROSSING, 15.2 FEET
 JU0563'NORTHEAST OF NORTHEAST RAIL, 3 1/2 FEET NORTHWEST OF A TELEPHONE
 JU0563'POLE, 1.5 FEET SOUTHEAST OF A STEEL WITNESS POST, 1 FOOT BELOW
 JU0563'LEVEL OF TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU0563'2 INCHES.
 JU0563
 JU0563                          STATION RECOVERY (1984)
 JU0563
 JU0563'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0563'RECOVERED IN GOOD CONDITION.
 JU0563
 JU0563                          STATION RECOVERY (1995)
 JU0563
 JU0563'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0563'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A HALF HOUR
 JU0563'SEARCH BY A TWO MAN PARTY.  THE REFERENCE TIES FALL BENEATH A RECENTLY
 JU0563'INSTALLED ELECTRIC BOX FOR THE RAILROAD SIGNAL AT THE GRADE CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0339 ***********************************************************************
 JU0339  DESIGNATION -  U 65
 JU0339  PID         -  JU0339
 JU0339  STATE/COUNTY-  NJ/ATLANTIC
 JU0339  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0339
 JU0339                         *CURRENT SURVEY CONTROL
 JU0339  ___________________________________________________________________
 JU0339* NAD 83(1986)-  39 25 35.     (N)    074 30 05.     (W)     SCALED    
 JU0339* NAVD 88     -         7.347  (meters)      24.10   (feet)  ADJUSTED  
 JU0339  ___________________________________________________________________
 JU0339  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JU0339  DYNAMIC HT  -           7.343 (meters)      24.09  (feet)  COMP
 JU0339  MODELED GRAV-     980,120.2   (mgal)                       NAVD 88
 JU0339  OBS GRAVITY -     980,122.1   (mgal)                       GRAV_OBS
 JU0339
 JU0339  VERT ORDER  -  FIRST     CLASS I
 JU0339
 JU0339.The horizontal coordinates were scaled from a topographic map and have
 JU0339.an estimated accuracy of +/- 6 seconds.
 JU0339
 JU0339.The orthometric height was determined by differential leveling
 JU0339.and adjusted by the National Geodetic Survey in June 1991..
 JU0339
 JU0339.The geoid height was determined by GEOID03.
 JU0339
 JU0339.The dynamic height is computed by dividing the NAVD 88
 JU0339.geopotential number by the normal gravity value computed on the
 JU0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0339.degrees latitude (g = 980.6199 gals.).
 JU0339
 JU0339.The modeled gravity was interpolated from observed gravity values.
 JU0339.The observed gravity was obtained from relative gravimeter ties
 JU0339.to the IGSN71 gravity network.
 JU0339
 JU0339;                    North         East    Units  Estimated Accuracy
 JU0339;SPC NJ       -    65,830.      149,880.      MT  (+/- 180 meters Scaled)
 JU0339
 JU0339                          SUPERSEDED SURVEY CONTROL
 JU0339
 JU0339  NGVD 29 (04/16/92)    7.736  (m)           25.38   (f) ADJUSTED    1 1
 JU0339
 JU0339.Superseded values are not recommended for survey control.
 JU0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0339.See file dsdata.txt to determine how the superseded data were derived.
 JU0339
 JU0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ429642(NAD 83)
 JU0339_MARKER: DB = BENCH MARK DISK
 JU0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0339_SP_SET: BUILDING
 JU0339_STAMPING: U 65 1964
 JU0339_MARK LOGO: CGS   
 JU0339_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0339+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1997
 JU0339
 JU0339  HISTORY     - Date     Condition        Report By
 JU0339  HISTORY     - 1964     MONUMENTED       CGS
 JU0339  HISTORY     - 1979     GOOD             NGS
 JU0339  HISTORY     - 19970929 GOOD             NJGS
 JU0339
 JU0339                          STATION DESCRIPTION
 JU0339
 JU0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0339'AT ABSECON.
 JU0339'AT ABSECON, AT THE ABSECON PUBLIC SCHOOL, SET VERTICALLY IN THE
 JU0339'SOUTHWEST WALL NEAR THE SOUTH CORNER OF THE BUILDING, 1.6 FEET
 JU0339'NORTHWEST OF THE SOUTH CORNER OF THE BUILDING, 63 FEET NORTHEAST OF
 JU0339'THE CENTER LINE OF NEW JERSEY AVENUE, 140 FEET SOUTHEAST OF THE
 JU0339'SOUTHEAST CURB OF SOUTHWEST STREET AND ABOUT 2.0 FEET ABOVE THE
 JU0339'LEVEL OF NEW JERSEY AVENUE.
 JU0339
 JU0339                          STATION RECOVERY (1979)
 JU0339
 JU0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0339'RECOVERED IN GOOD CONDITION.
 JU0339
 JU0339                          STATION RECOVERY (1997)
 JU0339
 JU0339'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 JU0339'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE SCHOOL BUILDING
 JU0339'IS NOW PART OF THE WINCHELL ABSECON SCHOOL AND DISTRICT BOARD OF
 JU0339'EDUCATION OFFICES, AT THE CORNER OF NEW JERSEY AVENUE AND MARCH LANE,
 JU0339'ALSO KNOWN AS MECHANIC STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0136 ***********************************************************************
 JU0136  DESIGNATION -  U 66
 JU0136  PID         -  JU0136
 JU0136  STATE/COUNTY-  NJ/OCEAN
 JU0136  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0136
 JU0136                         *CURRENT SURVEY CONTROL
 JU0136  ___________________________________________________________________
 JU0136* NAD 83(1986)-  39 40 01.     (N)    074 12 52.     (W)     SCALED    
 JU0136* NAVD 88     -         5.044  (meters)      16.55   (feet)  ADJUSTED  
 JU0136  ___________________________________________________________________
 JU0136  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JU0136  DYNAMIC HT  -           5.041 (meters)      16.54  (feet)  COMP
 JU0136  MODELED GRAV-     980,156.2   (mgal)                       NAVD 88
 JU0136
 JU0136  VERT ORDER  -  FIRST     CLASS I
 JU0136
 JU0136.The horizontal coordinates were scaled from a topographic map and have
 JU0136.an estimated accuracy of +/- 6 seconds.
 JU0136
 JU0136.The orthometric height was determined by differential leveling
 JU0136.and adjusted by the National Geodetic Survey in June 1991..
 JU0136
 JU0136.The geoid height was determined by GEOID03.
 JU0136
 JU0136.The dynamic height is computed by dividing the NAVD 88
 JU0136.geopotential number by the normal gravity value computed on the
 JU0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0136.degrees latitude (g = 980.6199 gals.).
 JU0136
 JU0136.The modeled gravity was interpolated from observed gravity values.
 JU0136
 JU0136;                    North         East    Units  Estimated Accuracy
 JU0136;SPC NJ       -    92,580.      174,500.      MT  (+/- 180 meters Scaled)
 JU0136
 JU0136                          SUPERSEDED SURVEY CONTROL
 JU0136
 JU0136  NGVD 29 (??/??/??)    5.427  (m)           17.81   (f) ADJUSTED    1 1
 JU0136
 JU0136.Superseded values are not recommended for survey control.
 JU0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0136.See file dsdata.txt to determine how the superseded data were derived.
 JU0136
 JU0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ673910(NAD 83)
 JU0136_MARKER: DB = BENCH MARK DISK
 JU0136_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0136_SP_SET: CURB
 JU0136_STAMPING: U 66 1964
 JU0136_MARK LOGO: CGS   
 JU0136_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0136+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1995
 JU0136
 JU0136  HISTORY     - Date     Condition        Report By
 JU0136  HISTORY     - 1964     MONUMENTED       CGS
 JU0136  HISTORY     - 19950201 GOOD             NJGS
 JU0136
 JU0136                          STATION DESCRIPTION
 JU0136
 JU0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0136'3.2 MI SE FROM MANAHAWKIN.
 JU0136'ABOUT 3.25 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE
 JU0136'INTERSECTION OF U.S. HIGHWAY 9 AT MANAHAWKIN, SET IN THE TOP AT
 JU0136'THE NORTHWEST END OF THE NORTHEAST CURBING ALONG THE NORTHEAST
 JU0136'SIDE OF THE NORTHWEST ONE OF FOUR BRIDGES IN THE LONG BEACH
 JU0136'CAUSEWAY, 2.5 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE
 JU0136'CURBING, 4.0 FEET SOUTHEAST OF THE NORTHWEST END OF THE CURBING,
 JU0136'9.0 FEET SOUTHEAST OF THE NORTHWEST END OF THE CONCRETE BANISTER,
 JU0136'0.5 FOOT SOUTHWEST OF THE SOUTHWEST EDGE OF THE NORTHEAST BANISTER
 JU0136'AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.  NOTE-- THIS
 JU0136'MARK IS SET DIRECTLY OVER THE NORTHWEST ABUTMENT OF THE BRIDGE.
 JU0136'MARK MAY ALSO BE REACHED BY GOING ABOUT 0.4 MILE NORTHEAST ALONG
 JU0136'LONG BEACH BOULEVARD FROM THE CITY HALL AT SHIP BOTTOM, THENCE
 JU0136'ABOUT 2.3 MILES NORTHWEST ALONG STATE HIGHWAY 72.
 JU0136
 JU0136                          STATION RECOVERY (1995)
 JU0136
 JU0136'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0136'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0078 ***********************************************************************
 JU0078  DESIGNATION -  U 67 RESET
 JU0078  PID         -  JU0078
 JU0078  STATE/COUNTY-  NJ/OCEAN
 JU0078  USGS QUAD   -  WEST CREEK (1972)
 JU0078
 JU0078                         *CURRENT SURVEY CONTROL
 JU0078  ___________________________________________________________________
 JU0078* NAD 83(1986)-  39 42 40.     (N)    074 15 05.     (W)     SCALED    
 JU0078* NAVD 88     -        11.225  (meters)      36.83   (feet)  ADJUSTED  
 JU0078  ___________________________________________________________________
 JU0078  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JU0078  DYNAMIC HT  -          11.220 (meters)      36.81  (feet)  COMP
 JU0078  MODELED GRAV-     980,164.7   (mgal)                       NAVD 88
 JU0078
 JU0078  VERT ORDER  -  FIRST     CLASS II
 JU0078
 JU0078.The horizontal coordinates were scaled from a topographic map and have
 JU0078.an estimated accuracy of +/- 6 seconds.
 JU0078
 JU0078.The orthometric height was determined by differential leveling
 JU0078.and adjusted by the National Geodetic Survey in June 1991..
 JU0078
 JU0078.The geoid height was determined by GEOID03.
 JU0078
 JU0078.The dynamic height is computed by dividing the NAVD 88
 JU0078.geopotential number by the normal gravity value computed on the
 JU0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0078.degrees latitude (g = 980.6199 gals.).
 JU0078
 JU0078.The modeled gravity was interpolated from observed gravity values.
 JU0078
 JU0078;                    North         East    Units  Estimated Accuracy
 JU0078;SPC NJ       -    97,470.      171,320.      MT  (+/- 180 meters Scaled)
 JU0078
 JU0078                          SUPERSEDED SURVEY CONTROL
 JU0078
 JU0078  NGVD 29 (01/10/92)   11.604  (m)           38.07   (f) ADJUSTED    1 2
 JU0078
 JU0078.Superseded values are not recommended for survey control.
 JU0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0078.See file dsdata.txt to determine how the superseded data were derived.
 JU0078
 JU0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ641959(NAD 83)
 JU0078_MARKER: DB = BENCH MARK DISK
 JU0078_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0078_SP_SET: STEP
 JU0078_STAMPING: U 67 RESET 1965
 JU0078_MARK LOGO: CGS   
 JU0078_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0078+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1995
 JU0078
 JU0078  HISTORY     - Date     Condition        Report By
 JU0078  HISTORY     - 1965     MONUMENTED       CGS
 JU0078  HISTORY     - 1979     GOOD             NGS
 JU0078  HISTORY     - 1987     GOOD             USPSQD
 JU0078  HISTORY     - 1987     GOOD             USPSQD
 JU0078  HISTORY     - 19950201 GOOD             NJGS
 JU0078
 JU0078                          STATION DESCRIPTION
 JU0078
 JU0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU0078'1.1 MI NE FROM MANAHAWKIN.
 JU0078'A STANDARD DISK SET HORIZONTALLY IN THE 8.5 X 5 FOOT CONCRETE
 JU0078'STEP OF THE SOUTHWEST ENTRANCE OF THE SOUTHERN REGIONAL HIGH
 JU0078'SCHOOL.  IT IS 27 FEET NORTHWEST OF THE CORNERSTONE OF THE
 JU0078'BUILDING, (WHICH IS IN THE PRESENT SOUTHWEST CORNER OF THE EAST
 JU0078'WING AND DATED 1957.  ADDITION TO THE BUILDING WILL NOT COVER
 JU0078'CORNERSTONE), 2 FEET SOUTHWEST OF THE SOUTHWEST FACE OF THE
 JU0078'BUILDING AND 0.5 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 JU0078'STEP.  TO REACH FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY 9 AND
 JU0078'STATE HIGHWAY 72 IN MANAHAWKIN, GO NORTHEAST ON U.S. HIGHWAY 9
 JU0078'FOR 1.1 MILES TO THE SCHOOL AND THE MARK ON THE LEFT.
 JU0078
 JU0078                          STATION RECOVERY (1979)
 JU0078
 JU0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0078'RECOVERED IN GOOD CONDITION.
 JU0078
 JU0078                          STATION RECOVERY (1987)
 JU0078
 JU0078'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0078'RECOVERED IN GOOD CONDITION.
 JU0078
 JU0078                          STATION RECOVERY (1987)
 JU0078
 JU0078'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0078'RECOVERED IN GOOD CONDITION.
 JU0078
 JU0078                          STATION RECOVERY (1995)
 JU0078
 JU0078'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0078'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0034 ***********************************************************************
 JU0034  DESIGNATION -  U 68
 JU0034  PID         -  JU0034
 JU0034  STATE/COUNTY-  NJ/OCEAN
 JU0034  USGS QUAD   -  TOMS RIVER (1989)
 JU0034
 JU0034                         *CURRENT SURVEY CONTROL
 JU0034  ___________________________________________________________________
 JU0034* NAD 83(1986)-  39 57 11.     (N)    074 11 50.     (W)     SCALED    
 JU0034* NAVD 88     -         7.472  (meters)      24.51   (feet)  ADJUSTED  
 JU0034  ___________________________________________________________________
 JU0034  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU0034  DYNAMIC HT  -           7.468 (meters)      24.50  (feet)  COMP
 JU0034  MODELED GRAV-     980,161.1   (mgal)                       NAVD 88
 JU0034
 JU0034  VERT ORDER  -  FIRST     CLASS I
 JU0034
 JU0034.The horizontal coordinates were scaled from a topographic map and have
 JU0034.an estimated accuracy of +/- 6 seconds.
 JU0034
 JU0034.The orthometric height was determined by differential leveling
 JU0034.and adjusted by the National Geodetic Survey in June 1991..
 JU0034
 JU0034.The geoid height was determined by GEOID03.
 JU0034
 JU0034.The dynamic height is computed by dividing the NAVD 88
 JU0034.geopotential number by the normal gravity value computed on the
 JU0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0034.degrees latitude (g = 980.6199 gals.).
 JU0034
 JU0034.The modeled gravity was interpolated from observed gravity values.
 JU0034
 JU0034;                    North         East    Units  Estimated Accuracy
 JU0034;SPC NJ       -   124,350.      175,870.      MT  (+/- 180 meters Scaled)
 JU0034
 JU0034                          SUPERSEDED SURVEY CONTROL
 JU0034
 JU0034  NGVD 29 (04/16/92)    7.828  (m)           25.68   (f) ADJUSTED    1 1
 JU0034
 JU0034.Superseded values are not recommended for survey control.
 JU0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0034.See file dsdata.txt to determine how the superseded data were derived.
 JU0034
 JU0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK685228(NAD 83)
 JU0034_MARKER: DB = BENCH MARK DISK
 JU0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0034_SP_SET: STEP
 JU0034_STAMPING: U 68 1964
 JU0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0034
 JU0034  HISTORY     - Date     Condition        Report By
 JU0034  HISTORY     - 1964     MONUMENTED       CGS
 JU0034  HISTORY     - 1974     GOOD             USGS
 JU0034  HISTORY     - 1979     GOOD             NGS
 JU0034  HISTORY     - 1987     GOOD             USPSQD
 JU0034  HISTORY     - 19940726 GOOD             USPSQD
 JU0034  HISTORY     - 19990722 GOOD             USPSQD
 JU0034
 JU0034                          STATION DESCRIPTION
 JU0034
 JU0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0034'AT TOMS RIVER.
 JU0034'AT TOMS RIVER, AT THE POST OFFICE, NEAR THE JUNCTION OF WASHINGTON
 JU0034'STREET AND ROBBINS STREET, 38.3 FEET NORTH OF THE NORTH CURB OF
 JU0034'WASHINGTON STREET, 4.7 FEET WEST OF THE SOUTH CORNER OF THE BUILDING,
 JU0034'1.0 FOOT NORTH OF THE SOUTH END OF THE RETAINING WALL, SET
 JU0034'VERTICALLY IN THE TOP AT THE SOUTH END OF THE RETAINING WALL OF
 JU0034'THE STEPS LEADING INTO BASEMENT AT THE WEST SIDE OF THE BUILDING,
 JU0034'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET.
 JU0034
 JU0034                          STATION RECOVERY (1974)
 JU0034
 JU0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JU0034'RECOVERED IN GOOD CONDITION.
 JU0034
 JU0034                          STATION RECOVERY (1979)
 JU0034
 JU0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0034'NOTE--THE OLD POST OFFICE IS NOW (OCEAN COMMUNITY ECONOMIC ACTION
 JU0034'NOW INC. BUILDING.)
 JU0034
 JU0034                          STATION RECOVERY (1987)
 JU0034
 JU0034'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0034'RECOVERED IN GOOD CONDITION.
 JU0034
 JU0034                          STATION RECOVERY (1994)
 JU0034
 JU0034'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0034'RECOVERED IN GOOD CONDITION.
 JU0034
 JU0034                          STATION RECOVERY (1999)
 JU0034
 JU0034'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0734 ***********************************************************************
 KV0734  DESIGNATION -  U 70
 KV0734  PID         -  KV0734
 KV0734  STATE/COUNTY-  NJ/MONMOUTH
 KV0734  USGS QUAD   -  KEYPORT (1977)
 KV0734
 KV0734                         *CURRENT SURVEY CONTROL
 KV0734  ___________________________________________________________________
 KV0734* NAD 83(1986)-  40 26 38.     (N)    074 08 32.     (W)     SCALED    
 KV0734* NAVD 88     -         2.280  (meters)       7.48   (feet)  ADJUSTED  
 KV0734  ___________________________________________________________________
 KV0734  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV0734  DYNAMIC HT  -           2.279 (meters)       7.48  (feet)  COMP
 KV0734  MODELED GRAV-     980,222.5   (mgal)                       NAVD 88
 KV0734
 KV0734  VERT ORDER  -  FIRST     CLASS II
 KV0734
 KV0734.The horizontal coordinates were scaled from a topographic map and have
 KV0734.an estimated accuracy of +/- 6 seconds.
 KV0734
 KV0734.The orthometric height was determined by differential leveling
 KV0734.and adjusted by the National Geodetic Survey in June 1991..
 KV0734.WARNING-Repeat measurements at this control monument indicate possible
 KV0734.vertical movement.
 KV0734
 KV0734.The geoid height was determined by GEOID03.
 KV0734
 KV0734.The dynamic height is computed by dividing the NAVD 88
 KV0734.geopotential number by the normal gravity value computed on the
 KV0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0734.degrees latitude (g = 980.6199 gals.).
 KV0734
 KV0734.The modeled gravity was interpolated from observed gravity values.
 KV0734
 KV0734;                    North         East    Units  Estimated Accuracy
 KV0734;SPC NJ       -   178,860.      180,350.      MT  (+/- 180 meters Scaled)
 KV0734
 KV0734                          SUPERSEDED SURVEY CONTROL
 KV0734
 KV0734  NGVD 29 (01/10/92)    2.583  (m)            8.47   (f) ADJUSTED    1 2
 KV0734
 KV0734.Superseded values are not recommended for survey control.
 KV0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0734.See file dsdata.txt to determine how the superseded data were derived.
 KV0734
 KV0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK727773(NAD 83)
 KV0734_MARKER: DB = BENCH MARK DISK
 KV0734_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV0734_SP_SET: 40 FEET
 KV0734_STAMPING: U 70 1964
 KV0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0734
 KV0734  HISTORY     - Date     Condition        Report By
 KV0734  HISTORY     - 1964     MONUMENTED       CGS
 KV0734  HISTORY     - 1979     GOOD             NGS
 KV0734  HISTORY     - 1986     GOOD             USPSQD
 KV0734
 KV0734                          STATION DESCRIPTION
 KV0734
 KV0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0734'0.6 MI W FROM KEANSBURG.
 KV0734'0.6 MILE WEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE
 KV0734'RAILROAD STATION AND SET BETWEEN FIFTH STREET AND THE RAILROAD
 KV0734'TRACK, 145.0 FEET WEST OF THE CENTER LINE OF LAUREL AVENUE, 64.0
 KV0734'FEET SOUTH OF FIFTH STREET, 28.6 FEET NORTH OF THE NORTH RAIL,
 KV0734'3.0 FEET EAST OF A TELEPHONE POLE, 1.8 FEET WEST OF A METAL
 KV0734'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IS A DISK ON COPPER
 KV0734'COATED STEEL ROD PROJECTING ABOUT 8 INCHES AND PROTECTED BY A
 KV0734'8-INCH TILE WHICH PROJECTS ABOUT 8 INCHES.  THE ROD WAS DRIVEN
 KV0734'TO A DEPTH OF 40 FEET.
 KV0734
 KV0734                          STATION RECOVERY (1979)
 KV0734
 KV0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0734'TELEPHONE POLE IS GONE, AND 7.0 FEET EAST OF POWER POLE BT 425 RTN.
 KV0734
 KV0734                          STATION RECOVERY (1986)
 KV0734
 KV0734'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0253 ***********************************************************************
 KV0253  DESIGNATION -  U 71
 KV0253  PID         -  KV0253
 KV0253  STATE/COUNTY-  NJ/ESSEX
 KV0253  USGS QUAD   -  ELIZABETH (1995)
 KV0253
 KV0253                         *CURRENT SURVEY CONTROL
 KV0253  ___________________________________________________________________
 KV0253* NAD 83(1996)-  40 43 06.16271(N)    074 09 38.22206(W)     ADJUSTED  
 KV0253* NAVD 88     -         3.982  (meters)      13.06   (feet)  ADJUSTED  
 KV0253  ___________________________________________________________________
 KV0253  X           -   1,321,318.156 (meters)                     COMP
 KV0253  Y           -  -4,657,218.415 (meters)                     COMP
 KV0253  Z           -   4,138,751.328 (meters)                     COMP
 KV0253  LAPLACE CORR-           5.81  (seconds)                    DEFLEC99
 KV0253  ELLIP HEIGHT-         -28.29  (meters)          (10/23/02) GPS OBS
 KV0253  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KV0253  DYNAMIC HT  -           3.980 (meters)      13.06  (feet)  COMP
 KV0253  MODELED GRAV-     980,224.5   (mgal)                       NAVD 88
 KV0253
 KV0253  HORZ ORDER  -  FIRST
 KV0253  VERT ORDER  -  FIRST     CLASS I
 KV0253  ELLP ORDER  -  FOURTH    CLASS I
 KV0253
 KV0253.The horizontal coordinates were established by GPS observations
 KV0253.and adjusted by the National Geodetic Survey in May 1999..
 KV0253
 KV0253.The orthometric height was determined by differential leveling
 KV0253.and adjusted by the National Geodetic Survey in June 1991..
 KV0253.WARNING-Repeat measurements at this control monument indicate possible
 KV0253.vertical movement.
 KV0253
 KV0253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0253
 KV0253.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0253
 KV0253.The ellipsoidal height was determined by GPS observations
 KV0253.and is referenced to NAD 83.
 KV0253
 KV0253.The geoid height was determined by GEOID03.
 KV0253
 KV0253.The dynamic height is computed by dividing the NAVD 88
 KV0253.geopotential number by the normal gravity value computed on the
 KV0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0253.degrees latitude (g = 980.6199 gals.).
 KV0253
 KV0253.The modeled gravity was interpolated from observed gravity values.
 KV0253
 KV0253;                    North         East     Units Scale Factor Converg.
 KV0253;SPC NJ       -   209,331.689   178,672.380   MT  0.99991012   +0 13 17.0
 KV0253;SPC NJ       -   686,782.38    586,194.30   sFT  0.99991012   +0 13 17.0
 KV0253;SPC NY L     -    61,277.728   286,429.125   MT  0.99999753   -0 06 18.2
 KV0253;SPC NY L     -   201,042.01    939,726.22   sFT  0.99999753   -0 06 18.2
 KV0253;UTM  18      - 4,507,833.943   570,893.374   MT  0.99966186   +0 32 51.3
 KV0253
 KV0253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0253!SPC NJ       -   1.00000444  x   0.99991012  =   0.99991456
 KV0253!SPC NY L     -   1.00000444  x   0.99999753  =   1.00000197
 KV0253!UTM  18      -   1.00000444  x   0.99966186  =   0.99966630
 KV0253
 KV0253                          SUPERSEDED SURVEY CONTROL
 KV0253
 KV0253  ELLIP H (05/14/99)  -28.28   (m)                       GP(       ) 4 1
 KV0253  NAD 83(1996)-  40 43 06.16257(N)    074 09 38.22224(W) AD(       ) 1
 KV0253  NAD 83(1986)-  40 43 06.16097(N)    074 09 38.22428(W) AD(       ) 1
 KV0253  NAVD 88 (11/16/93)    3.98   (m)           13.1    (f) LEVELING    3  
 KV0253  NGVD 29 (04/16/92)    4.321  (m)           14.18   (f) ADJUSTED    1 1
 KV0253
 KV0253.Superseded values are not recommended for survey control.
 KV0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0253.See file dsdata.txt to determine how the superseded data were derived.
 KV0253
 KV0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7089307834(NAD 83)
 KV0253_MARKER: DB = BENCH MARK DISK
 KV0253_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0253_SP_SET: ABUTMENT OR PIER OF LARGE BRID
 KV0253_STAMPING: U 71 1965
 KV0253_MARK LOGO: CGS   
 KV0253_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0253+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1992
 KV0253
 KV0253  HISTORY     - Date     Condition        Report By
 KV0253  HISTORY     - 1965     MONUMENTED       CGS
 KV0253  HISTORY     - 1979     GOOD             NGS
 KV0253  HISTORY     - 19920211 GOOD             NJGS
 KV0253  HISTORY     - 19950310 MARK NOT FOUND   NJGS
 KV0253
 KV0253                          STATION DESCRIPTION
 KV0253
 KV0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0253'AT NEWARK.
 KV0253'AT NEWARK, NEAR THE JUNCTION OF SOUTH STREET AND PULASKI STREET,
 KV0253'SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 KV0253'GUARD RAIL BASE TO THE SOUTH STREET OVERPASS OVER THE
 KV0253'PENNSYLVANIA RAILROAD, 40 FEET SOUTHEAST OF THE SOUTHEAST CURB
 KV0253'OF PULASKI STREET, 3 FEET NORTHEAST OF THE NORTHEAST CURB OF
 KV0253'SOUTH STREET, 3 1/2 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 KV0253'BASE AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF SOUTH STREET.
 KV0253
 KV0253                          STATION RECOVERY (1979)
 KV0253
 KV0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0253'RECOVERED IN GOOD CONDITION.
 KV0253
 KV0253                          STATION RECOVERY (1992)
 KV0253
 KV0253'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV0253'THE STATION IS LOCATED IN THE CITY OF NEWARK NEAR THE JUNCTION OF
 KV0253'PULASKI STREET AND SOUTH STREET.  TO REACH THE STATION FROM THE
 KV0253'INTERSECTION OF STATE HIGHWAY 21 NORTH AND SOUTH STREET, TURN RIGHT
 KV0253'ON SOUTH STREET AND GO 0.9 MI (1.4 KM) TO THE TEE INTERSECTION WITH
 KV0253'PULASKI STREET ON THE LEFT AND THE STATION ON THE LEFT, JUST PAST THE
 KV0253'INTERSECTION.  THE STATION IS 6.6 M (21.7 FT) NORTH FROM THE
 KV0253'CENTERLINE OF SOUTH STREET, 17.7 M (58.1 FT) EAST FROM THE CENTERLINE
 KV0253'EXTENDED OF PULASKI STREET, 12.8 M (42.0 FT) EAST SOUTHEAST FROM A
 KV0253'FIRE HYDRANT ON THE CORNER OF PULASKI AND SOUTH STREETS, 12.6 M
 KV0253'(41.3 FT) EAST SOUTHEAST FROM POLE NUMBER 6 88N AND 1.1 M (3.6 FT)
 KV0253'EAST FROM THE END OF THE CONCRETE GUIDE RAIL BASE.  THE STATION,
 KV0253'STAMPED U 71 1965, IS SET IN THE TOP OF THE NORTHWEST END OF THE
 KV0253'NORTHEAST CONCRETE GUIDE RAIL BASE OF THE SOUTH STREET BRIDGE OVER
 KV0253'THE AMTRAK RAILROAD.  THE STATION IS 0.5 M (1.6 FT) ABOVE THE LEVEL
 KV0253'OF SOUTH STREET.
 KV0253
 KV0253                          STATION RECOVERY (1995)
 KV0253
 KV0253'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0253'THE STATION WAS NOT RECOVERED AT THIS TIME.  THE BRIDGE HAS BEEN
 KV0253'RECONSTRUCTED.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0975 ***********************************************************************
 KV0975  DESIGNATION -  U 73
 KV0975  PID         -  KV0975
 KV0975  STATE/COUNTY-  NJ/MIDDLESEX
 KV0975  USGS QUAD   -  JAMESBURG (1981)
 KV0975
 KV0975                         *CURRENT SURVEY CONTROL
 KV0975  ___________________________________________________________________
 KV0975* NAD 83(1986)-  40 20 50.     (N)    074 26 27.     (W)     SCALED    
 KV0975* NAVD 88     -        22.386  (meters)      73.44   (feet)  ADJUSTED  
 KV0975  ___________________________________________________________________
 KV0975  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KV0975  DYNAMIC HT  -          22.377 (meters)      73.42  (feet)  COMP
 KV0975  MODELED GRAV-     980,199.0   (mgal)                       NAVD 88
 KV0975
 KV0975  VERT ORDER  -  FIRST     CLASS II
 KV0975
 KV0975.The horizontal coordinates were scaled from a topographic map and have
 KV0975.an estimated accuracy of +/- 6 seconds.
 KV0975
 KV0975.The orthometric height was determined by differential leveling
 KV0975.and adjusted by the National Geodetic Survey in June 1991..
 KV0975
 KV0975.The geoid height was determined by GEOID03.
 KV0975
 KV0975.The dynamic height is computed by dividing the NAVD 88
 KV0975.geopotential number by the normal gravity value computed on the
 KV0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0975.degrees latitude (g = 980.6199 gals.).
 KV0975
 KV0975.The modeled gravity was interpolated from observed gravity values.
 KV0975
 KV0975;                    North         East    Units  Estimated Accuracy
 KV0975;SPC NJ       -   168,070.      155,030.      MT  (+/- 180 meters Scaled)
 KV0975
 KV0975                          SUPERSEDED SURVEY CONTROL
 KV0975
 KV0975  NGVD 29 (01/10/92)   22.716  (m)           74.53   (f) ADJUSTED    1 2
 KV0975
 KV0975.Superseded values are not recommended for survey control.
 KV0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0975.See file dsdata.txt to determine how the superseded data were derived.
 KV0975
 KV0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK474664(NAD 83)
 KV0975_MARKER: DB = BENCH MARK DISK
 KV0975_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV0975_SP_SET: BUILDING WALL
 KV0975_STAMPING: U 73 1974
 KV0975_MARK LOGO: NGS   
 KV0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0975+STABILITY: SURFACE MOTION
 KV0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0975+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1989
 KV0975
 KV0975  HISTORY     - Date     Condition        Report By
 KV0975  HISTORY     - 1974     MONUMENTED       NGS
 KV0975  HISTORY     - 19891027 GOOD             NJGS
 KV0975
 KV0975                          STATION DESCRIPTION
 KV0975
 KV0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV0975'AT JAMESBURG.
 KV0975'AT JAMESBURG, ALONG FORESGATE DRIVE, SET VERTICALLY IN THE SOUTH
 KV0975'FACE OF THE BRICK WALL OF JAMESBURG HIGH SCHOOL, 19.7 FEET EAST
 KV0975'OF THE CENTER OF THE MAIN ENTRANCE, 79.3 FEET NORTH OF A FLAG
 KV0975'POLE WHICH IS IN THE FRONT LAWN, 75.6 FEET NORTH OF A FLAG POLE
 KV0975'WHICH IS IN THE FRONT LAWN, 75.6 FEET WEST OF THE SOUTHEAST
 KV0975'CORNER OF THE BUILDING, 4.0 FEET ABOVE THE GROUND.
 KV0975
 KV0975                          STATION RECOVERY (1989)
 KV0975
 KV0975'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV0975'THE STATION IS LOCATED IN THE BOROUGH OF JAMESBURG, SET VERTICALLY IN
 KV0975'THE SOUTH FACE OF THE EAST BRICK COLUMN OF THE FORMER JAMESBURG HIGH
 KV0975'SCHOOL, CURRENTLY OCCUPIED BY THE JAMESBURG COMMONS OFFICE COMPLEX.
 KV0975'THE BUILDING IS LOCATED ABOUT 0.32 KM (0.20 MI) EAST ALONG FORSGATE
 KV0975'DRIVE, COUNTY ROUTE 612, FROM THE JUNCTION WITH BUCKALEW AVENUE,
 KV0975'COUNTY ROUTE 522, NEAR THE NORTH END OF THE LAKE MANALAPAN SPILLWAY.
 KV0975'THE STATION IS 5.9 M (19.4 FT) EAST OF THE CENTER DOOR OF THE MAIN
 KV0975'ENTRANCE, 23.0 M (75.5 FT) WEST OF THE SOUTHEAST CORNER OF THE
 KV0975'BUILDING, 8.7 M (28.5 FT) FROM THE SOUTHWEST CORNER OF THE
 KV0975'HANDICAPPED RAMP LEADING TO THE ENTRANCE AND 1.2 M (3.9 FT) ABOVE THE
 KV0975'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1072 ***********************************************************************
 KV1072  DESIGNATION -  U 74
 KV1072  PID         -  KV1072
 KV1072  STATE/COUNTY-  NJ/MERCER
 KV1072  USGS QUAD   -  TRENTON EAST (1981)
 KV1072
 KV1072                         *CURRENT SURVEY CONTROL
 KV1072  ___________________________________________________________________
 KV1072* NAD 83(1986)-  40 11 18.     (N)    074 42 22.     (W)     SCALED    
 KV1072* NAVD 88     -        28.482  (meters)      93.44   (feet)  ADJUSTED  
 KV1072  ___________________________________________________________________
 KV1072  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV1072  DYNAMIC HT  -          28.470 (meters)      93.41  (feet)  COMP
 KV1072  MODELED GRAV-     980,190.1   (mgal)                       NAVD 88
 KV1072
 KV1072  VERT ORDER  -  FIRST     CLASS I
 KV1072
 KV1072.The horizontal coordinates were scaled from a topographic map and have
 KV1072.an estimated accuracy of +/- 6 seconds.
 KV1072
 KV1072.The orthometric height was determined by differential leveling
 KV1072.and adjusted by the National Geodetic Survey in June 1991..
 KV1072
 KV1072.The geoid height was determined by GEOID03.
 KV1072
 KV1072.The dynamic height is computed by dividing the NAVD 88
 KV1072.geopotential number by the normal gravity value computed on the
 KV1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1072.degrees latitude (g = 980.6199 gals.).
 KV1072
 KV1072.The modeled gravity was interpolated from observed gravity values.
 KV1072
 KV1072;                    North         East    Units  Estimated Accuracy
 KV1072;SPC NJ       -   150,450.      132,450.      MT  (+/- 180 meters Scaled)
 KV1072
 KV1072                          SUPERSEDED SURVEY CONTROL
 KV1072
 KV1072  NGVD 29 (01/10/92)   28.809  (m)           94.52   (f) ADJUSTED    1 1
 KV1072
 KV1072.Superseded values are not recommended for survey control.
 KV1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1072.See file dsdata.txt to determine how the superseded data were derived.
 KV1072
 KV1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK250487(NAD 83)
 KV1072_MARKER: DB = BENCH MARK DISK
 KV1072_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1072_SP_SET: RETAINING WALL
 KV1072_STAMPING: U 74 1974
 KV1072_MARK LOGO: NGS   
 KV1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1072+STABILITY: SURFACE MOTION
 KV1072_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1072+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1989
 KV1072
 KV1072  HISTORY     - Date     Condition        Report By
 KV1072  HISTORY     - 1974     MONUMENTED       NGS
 KV1072  HISTORY     - 1984     GOOD             NJGS
 KV1072  HISTORY     - 19880715 GOOD             NJGS
 KV1072  HISTORY     - 19890710 GOOD             NJGS
 KV1072
 KV1072                          STATION DESCRIPTION
 KV1072
 KV1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1072'1.8 MI SE FROM TRENTON.
 KV1072'1.75 MILES SOUTHEAST ALONG SOUTH BROAD STREET FROM THE Y
 KV1072'JUNCTION OF LALOR STREET AT TRENTON, ALSO 2.05 MILES NORTHWEST
 KV1072'OF THE POST OFFICE AT YARDVILLE, SET IN THE TOP OF THE SOUTHEAST
 KV1072'CORNER OF UNDER GROUND SUBSTATION FOR TELEPHONE WIRES, 71.4 FEET
 KV1072'SOUTHWEST OF THE SOUTHWEST CURB OF SOUTH BROAD STREET, 32.8 FEET
 KV1072'SOUTHEAST OF TELEPHONE AND POWER POLE PS70T53HM, 2.5 FEET NORTHWEST
 KV1072'OF THE NORTHEAST CORNER OF THE TELEPHONE BUILDING AND ABOUT
 KV1072'7 FEET ABOVE THE LEVEL OF THE STREET.
 KV1072
 KV1072                          STATION RECOVERY (1984)
 KV1072
 KV1072'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1984
 KV1072'RECOVERED IN GOOD CONDITION.
 KV1072
 KV1072                          STATION RECOVERY (1988)
 KV1072
 KV1072'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1072'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1072'2.9 KM (1.80 MI) SOUTHEAST ALONG SOUTH BROAD STREET, U.S. HIGHWAY
 KV1072'ROUTE 206, FROM THE INTERSECTION WITH LALOR STREET, ALSO 0.2 KM
 KV1072'(0.10 MI) NORTHWEST ALONG SOUTH BROAD STREET FROM THE INTERSECTION OF
 KV1072'SOUTH BROAD STREET, ROUTE 206 AND WHITE HORSE AVENUE, THIS
 KV1072'INTERSECTION IS ALSO KNOWN AS THE WHITE HORSE CIRCLE. SET ON TOP OF
 KV1072'THE SOUTHEAST CORNER OF THE NORTHEAST RIM OF AN RETAINING WALL WITH A
 KV1072'METAL GRATE ON TOP, THE WALL IS ON THE MOST NORTHWESTERLY SIDE OF A
 KV1072'ONE STORY BRICK BELL TELEPHONE BUILDING, NUMBER 3045, 0.75 M (2.5 FT)
 KV1072'WEST OF THE NORTHWEST CORNER OF THE BUILDING, 2.7 M (8.9 FT) SOUTHEAST
 KV1072'OF THE NORTHWEST CORNER OF THE WALL, 10.1 M (33.1 FT) SOUTH OF POLE
 KV1072'NUMBER 053, 21.7 M (71.2 FT) SOUTHWEST OF THE SOUTHWEST CURB OF SOUTH
 KV1072'BROAD STREET, SET FLUSH WITH THE TOP OF THE CONCRETE AND ABOUT 0.3 M
 KV1072'(1.0 FT) ABOVE THE GROUND.
 KV1072
 KV1072                          STATION RECOVERY (1989)
 KV1072
 KV1072'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV1072'IN HAMILTON TOWNSHIP, 0.2 KM (0.1 MI) NORTHWEST ON SOUTH BROAD STREET
 KV1072'FROM ITS JUNCTION WITH U.S. ROUTE 206 AND WHITE HORSE AVENUE, ALSO
 KV1072'KNOWN AS THE WHITE HORSE CIRCLE, SET ON TOP OF THE SOUTHEAST CORNER
 KV1072'OF THE NORTHEAST RIM OF A CONCRETE RETAINING WALL WITH A METAL GRATE
 KV1072'ON TOP, THE WALL IS ON THE MOST NORTHWESTERLY SIDE OF A ONE STORY
 KV1072'BRICK BELL TELEPHONE BUILDING, NUMBER 3045 SOUTH BROAD STREET, 0.75 M
 KV1072'(2.46 FT) WEST OF THE NORTHWEST CORNER OF THE BUILDING, 2.7 M (8.9
 KV1072'FT) SOUTHEAST OF THE NORTHWEST CORNER OF THE WALL, 10.1 M (33.1 FT)
 KV1072'SOUHT OF POLE NUMBER 053, 21.7 M (71.2 FT) SOUTHWEST OF THE SOUTHWEST
 KV1072'CURBLINE OF SOUTH BROAD STREET, SET FLUSH WITH THE TOP OF THE WALL
 KV1072'AND ABOUT 0.3 M (1.0 FT) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0688 ***********************************************************************
 JU0688  DESIGNATION -  U 75
 JU0688  PID         -  JU0688
 JU0688  STATE/COUNTY-  NJ/CAMDEN
 JU0688  USGS QUAD   -  CAMDEN (1995)
 JU0688
 JU0688                         *CURRENT SURVEY CONTROL
 JU0688  ___________________________________________________________________
 JU0688* NAD 83(1986)-  39 58 48.     (N)    075 03 14.     (W)     SCALED    
 JU0688* NAVD 88     -         2.752  (meters)       9.03   (feet)  ADJUSTED  
 JU0688  ___________________________________________________________________
 JU0688  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU0688  DYNAMIC HT  -           2.751 (meters)       9.03  (feet)  COMP
 JU0688  MODELED GRAV-     980,188.1   (mgal)                       NAVD 88
 JU0688
 JU0688  VERT ORDER  -  FIRST     CLASS II
 JU0688
 JU0688.The horizontal coordinates were scaled from a topographic map and have
 JU0688.an estimated accuracy of +/- 6 seconds.
 JU0688
 JU0688.The orthometric height was determined by differential leveling
 JU0688.and adjusted by the National Geodetic Survey in June 1991..
 JU0688
 JU0688.The geoid height was determined by GEOID03.
 JU0688
 JU0688.The dynamic height is computed by dividing the NAVD 88
 JU0688.geopotential number by the normal gravity value computed on the
 JU0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0688.degrees latitude (g = 980.6199 gals.).
 JU0688
 JU0688.The modeled gravity was interpolated from observed gravity values.
 JU0688
 JU0688;                    North         East    Units  Estimated Accuracy
 JU0688;SPC NJ       -   127,440.      102,690.      MT  (+/- 180 meters Scaled)
 JU0688
 JU0688                          SUPERSEDED SURVEY CONTROL
 JU0688
 JU0688  NGVD 29 (01/10/92)    3.072  (m)           10.08   (f) ADJUSTED    1 2
 JU0688
 JU0688.Superseded values are not recommended for survey control.
 JU0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0688.See file dsdata.txt to determine how the superseded data were derived.
 JU0688
 JU0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK953255(NAD 83)
 JU0688_MARKER: DB = BENCH MARK DISK
 JU0688_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0688_SP_SET: 40 FEET
 JU0688_STAMPING: U 75 1974
 JU0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0688
 JU0688  HISTORY     - Date     Condition        Report By
 JU0688  HISTORY     - 1974     MONUMENTED       NGS
 JU0688  HISTORY     - 19950319 MARK NOT FOUND   USPSQD
 JU0688
 JU0688                          STATION DESCRIPTION
 JU0688
 JU0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JU0688'NEAR DELAIR.
 JU0688'0.05 MILE NORTHEAST ALONG RIVER ROAD FROM THE CROSSING OF BETSY
 JU0688'ROSS BRIDGE AT DELAIR, AT THE INTERSECTION OF LENOX STREET, 10.2
 JU0688'FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE ROAD, 10.8 FEET
 JU0688'SOUTHWEST OF THE SOUTHWEST CURB OF LENOX STREET, 42.8 FEET
 JU0688'SOUTH OF CENTER OF THE INTERSECTION OF RIVER ROAD AND LENOX
 JU0688'STREET, 1.1 FEET NORTH-NORTHWEST OF THE CORNER OF A CHAIN LINK
 JU0688'FENCE AND ON THE TOP OF A COPPER COATED STEEL ROD WHICH WAS DRIVEN
 JU0688'TO A DEPTH OF 40 FEET, THE DISK IS 2 1/2 INCHES UNDER THE SURFACE
 JU0688'OF THE GROUND AND ENCASED IN A 4-INCH PLASTIC PIPE WHICH IS FLUSH
 JU0688'WITH THE SURFACE OF THE GROUND.
 JU0688
 JU0688                          STATION RECOVERY (1995)
 JU0688
 JU0688'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2930 ***********************************************************************
 KV2930  DESIGNATION -  U 77
 KV2930  PID         -  KV2930
 KV2930  STATE/COUNTY-  NJ/HUNTERDON
 KV2930  USGS QUAD   -  CALIFON (1970)
 KV2930
 KV2930                         *CURRENT SURVEY CONTROL
 KV2930  ___________________________________________________________________
 KV2930* NAD 83(1986)-  40 38 19.     (N)    074 47 36.     (W)     SCALED    
 KV2930* NAVD 88     -        72.939  (meters)     239.30   (feet)  ADJUSTED  
 KV2930  ___________________________________________________________________
 KV2930  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KV2930  DYNAMIC HT  -          72.906 (meters)     239.19  (feet)  COMP
 KV2930  MODELED GRAV-     980,173.1   (mgal)                       NAVD 88
 KV2930
 KV2930  VERT ORDER  -  FIRST     CLASS II
 KV2930
 KV2930.The horizontal coordinates were scaled from a topographic map and have
 KV2930.an estimated accuracy of +/- 6 seconds.
 KV2930
 KV2930.The orthometric height was determined by differential leveling
 KV2930.and adjusted by the National Geodetic Survey in June 1991..
 KV2930
 KV2930.The geoid height was determined by GEOID03.
 KV2930
 KV2930.The dynamic height is computed by dividing the NAVD 88
 KV2930.geopotential number by the normal gravity value computed on the
 KV2930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2930.degrees latitude (g = 980.6199 gals.).
 KV2930
 KV2930.The modeled gravity was interpolated from observed gravity values.
 KV2930
 KV2930;                    North         East    Units  Estimated Accuracy
 KV2930;SPC NJ       -   200,460.      125,190.      MT  (+/- 180 meters Scaled)
 KV2930
 KV2930                          SUPERSEDED SURVEY CONTROL
 KV2930
 KV2930  NGVD 29 (01/10/92)   73.189  (m)          240.12   (f) ADJUSTED    1 2
 KV2930
 KV2930.Superseded values are not recommended for survey control.
 KV2930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2930.See file dsdata.txt to determine how the superseded data were derived.
 KV2930
 KV2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK174986(NAD 83)
 KV2930_MARKER: DB = BENCH MARK DISK
 KV2930_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2930_SP_SET: STAINLESS STEEL ROD
 KV2930_STAMPING: U 77 1978
 KV2930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2930
 KV2930  HISTORY     - Date     Condition        Report By
 KV2930  HISTORY     - 1978     MONUMENTED       NGS
 KV2930  HISTORY     - 19950909 GOOD             USPSQD
 KV2930  HISTORY     - 19981115 GOOD             USPSQD
 KV2930
 KV2930                          STATION DESCRIPTION
 KV2930
 KV2930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2930'2.1 MI EAST FROM LEBANON.
 KV2930'1.0 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT LEBANON TO THE
 KV2930'JUNCTION OF STATE HIGHWAY 22, THENCE 1.1 MILES EAST ALONG HIGHWAY 22,
 KV2930'27.5 FEET SOUTHWEST OF THE CENTER OF THE 2 EAST BOUND LANES OF THE
 KV2930'HIGHWAY, AND 3.0 FEET SOUTHWEST OF A POWER POLE, AND 110 FEET
 KV2930'SOUTHWEST OF A TURN AROUND.
 KV2930
 KV2930                          STATION RECOVERY (1995)
 KV2930
 KV2930'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2930'RECOVERED IN GOOD CONDITION.
 KV2930
 KV2930                          STATION RECOVERY (1998)
 KV2930
 KV2930'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV2930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2291 ***********************************************************************
 JU2291  DESIGNATION -  U 78
 JU2291  PID         -  JU2291
 JU2291  STATE/COUNTY-  NJ/CUMBERLAND
 JU2291  USGS QUAD   -  PORT ELIZABETH (1994)
 JU2291
 JU2291                         *CURRENT SURVEY CONTROL
 JU2291  ___________________________________________________________________
 JU2291* NAD 83(1986)-  39 18 01.     (N)    074 58 35.     (W)     SCALED    
 JU2291* NAVD 88     -         1.159  (meters)       3.80   (feet)  ADJUSTED  
 JU2291  ___________________________________________________________________
 JU2291  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JU2291  DYNAMIC HT  -           1.159 (meters)       3.80  (feet)  COMP
 JU2291  MODELED GRAV-     980,106.6   (mgal)                       NAVD 88
 JU2291
 JU2291  VERT ORDER  -  FIRST     CLASS II
 JU2291
 JU2291.The horizontal coordinates were scaled from a topographic map and have
 JU2291.an estimated accuracy of +/- 6 seconds.
 JU2291
 JU2291.The orthometric height was determined by differential leveling
 JU2291.and adjusted by the National Geodetic Survey in June 1991..
 JU2291
 JU2291.The geoid height was determined by GEOID03.
 JU2291
 JU2291.The dynamic height is computed by dividing the NAVD 88
 JU2291.geopotential number by the normal gravity value computed on the
 JU2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2291.degrees latitude (g = 980.6199 gals.).
 JU2291
 JU2291.The modeled gravity was interpolated from observed gravity values.
 JU2291
 JU2291;                    North         East    Units  Estimated Accuracy
 JU2291;SPC NJ       -    51,940.      108,910.      MT  (+/- 180 meters Scaled)
 JU2291
 JU2291                          SUPERSEDED SURVEY CONTROL
 JU2291
 JU2291  NGVD 29 (01/10/92)    1.510  (m)            4.95   (f) ADJUSTED    1 2
 JU2291
 JU2291.Superseded values are not recommended for survey control.
 JU2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2291.See file dsdata.txt to determine how the superseded data were derived.
 JU2291
 JU2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ020501(NAD 83)
 JU2291_MARKER: DB = BENCH MARK DISK
 JU2291_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2291_SP_SET: STAINLESS STEEL ROD
 JU2291_STAMPING: U 78 1979
 JU2291_PROJECTION: RECESSED 5 CENTIMETERS
 JU2291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2291_ROD/PIPE-DEPTH: 10.7 meters
 JU2291
 JU2291  HISTORY     - Date     Condition        Report By
 JU2291  HISTORY     - 1979     MONUMENTED       NGS
 JU2291
 JU2291                          STATION DESCRIPTION
 JU2291
 JU2291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2291'0.65 MI SE FROM PORT ELIZABETH.
 JU2291'0.65 MILE SOUTHEAST ALONG STATE ROUTE 47 FROM THE VOLUNTEER FIRE
 JU2291'DEPARTMENT IN PORT ELIZABETH, AT THE JUNCTION OF THE PENNSYLVANIA
 JU2291'READING SEASHORE LINES RAILROAD, 147 FEET NORTHWEST OF THE NORTHWEST
 JU2291'END OF THE CONCRETE BANISTER OF THE BRIDGE OVER MUSKEE CREEK, 29 FEET
 JU2291'EAST-NORTHEAST OF THE NORTHEAST RAIL, 24 FEET SOUTHWEST OF THE CENTER
 JU2291'LINE OF THE HIGHWAY, 2 FEET SOUTHWEST OF A STEEL GUARD RAIL, AND
 JU2291'2.5 FEET NORTHWEST OF POWER POLE.
 JU2291'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 JU2291'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2446 ***********************************************************************
 JU2446  DESIGNATION -  U 79
 JU2446  PID         -  JU2446
 JU2446  STATE/COUNTY-  NJ/OCEAN
 JU2446  USGS QUAD   -  FORKED RIVER (1989)
 JU2446
 JU2446                         *CURRENT SURVEY CONTROL
 JU2446  ___________________________________________________________________
 JU2446* NAD 83(1986)-  39 49 11.     (N)    074 12 11.     (W)     SCALED    
 JU2446* NAVD 88     -         2.152  (meters)       7.06   (feet)  ADJUSTED  
 JU2446  ___________________________________________________________________
 JU2446  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU2446  DYNAMIC HT  -           2.151 (meters)       7.06  (feet)  COMP
 JU2446  MODELED GRAV-     980,168.0   (mgal)                       NAVD 88
 JU2446
 JU2446  VERT ORDER  -  FIRST     CLASS II
 JU2446
 JU2446.The horizontal coordinates were scaled from a topographic map and have
 JU2446.an estimated accuracy of +/- 6 seconds.
 JU2446
 JU2446.The orthometric height was determined by differential leveling
 JU2446.and adjusted by the National Geodetic Survey in June 1991..
 JU2446
 JU2446.The geoid height was determined by GEOID03.
 JU2446
 JU2446.The dynamic height is computed by dividing the NAVD 88
 JU2446.geopotential number by the normal gravity value computed on the
 JU2446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2446.degrees latitude (g = 980.6199 gals.).
 JU2446
 JU2446.The modeled gravity was interpolated from observed gravity values.
 JU2446
 JU2446;                    North         East    Units  Estimated Accuracy
 JU2446;SPC NJ       -   109,540.      175,420.      MT  (+/- 180 meters Scaled)
 JU2446
 JU2446                          SUPERSEDED SURVEY CONTROL
 JU2446
 JU2446  NGVD 29 (01/10/92)    2.526  (m)            8.29   (f) ADJUSTED    1 2
 JU2446
 JU2446.Superseded values are not recommended for survey control.
 JU2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2446.See file dsdata.txt to determine how the superseded data were derived.
 JU2446
 JU2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK682080(NAD 83)
 JU2446_MARKER: DB = BENCH MARK DISK
 JU2446_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU2446_SP_SET: ABUTMENT
 JU2446_STAMPING: U 79 1979
 JU2446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2446
 JU2446  HISTORY     - Date     Condition        Report By
 JU2446  HISTORY     - 1979     MONUMENTED       NGS
 JU2446  HISTORY     - 19961114 GOOD             USPSQD
 JU2446
 JU2446                          STATION DESCRIPTION
 JU2446
 JU2446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2446'2.1 MI NORTH FROM WARETOWN.
 JU2446'2.1 MILES NORTH ALONG STATE ROUTE 9 FROM THE JUNCTION OF OCEAN COUNTY
 JU2446'ROAD, ROUTE 532 IN WARETOWN, SET IN TOP OF EAST SIDE OF THE SOUTH
 JU2446'ABUTMENT OF THE BRIDGE OVER A CANAL LEADING TO A POWER PLANT, 31 FEET
 JU2446'EAST OF THE CENTERLINE OF ROUTE 9, 1 FOOT EAST OF THE EAST CONCRETE
 JU2446'GUARD RAIL OF THE BRIDGE.
 JU2446'THE MARK IS 4 FT BELOW HIGHWAY.
 JU2446
 JU2446                          STATION RECOVERY (1996)
 JU2446
 JU2446'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0464 ***********************************************************************
 JU0464  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0464  DESIGNATION -  U 8
 JU0464  PID         -  JU0464
 JU0464  STATE/COUNTY-  NJ/CAPE MAY
 JU0464  USGS QUAD   -  HEISLERVILLE (1977)
 JU0464
 JU0464                         *CURRENT SURVEY CONTROL
 JU0464  ___________________________________________________________________
 JU0464* NAD 83(1986)-  39 13 01.     (N)    074 55 27.     (W)     SCALED    
 JU0464* NAVD 88     -         3.101  (meters)      10.17   (feet)  ADJUSTED  
 JU0464  ___________________________________________________________________
 JU0464  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 JU0464  DYNAMIC HT  -           3.099 (meters)      10.17  (feet)  COMP
 JU0464  MODELED GRAV-     980,090.6   (mgal)                       NAVD 88
 JU0464
 JU0464  VERT ORDER  -  FIRST     CLASS II
 JU0464
 JU0464.The horizontal coordinates were scaled from a topographic map and have
 JU0464.an estimated accuracy of +/- 6 seconds.
 JU0464
 JU0464.The orthometric height was determined by differential leveling
 JU0464.and adjusted by the National Geodetic Survey in June 1991..
 JU0464
 JU0464.This Tidal Bench Mark is designated as VM 15002
 JU0464.by the Center for Operational Oceanographic Products and Services.
 JU0464
 JU0464.The geoid height was determined by GEOID03.
 JU0464
 JU0464.The dynamic height is computed by dividing the NAVD 88
 JU0464.geopotential number by the normal gravity value computed on the
 JU0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0464.degrees latitude (g = 980.6199 gals.).
 JU0464
 JU0464.The modeled gravity was interpolated from observed gravity values.
 JU0464
 JU0464;                    North         East    Units  Estimated Accuracy
 JU0464;SPC NJ       -    42,670.      113,370.      MT  (+/- 180 meters Scaled)
 JU0464
 JU0464                          SUPERSEDED SURVEY CONTROL
 JU0464
 JU0464  NGVD 29 (01/10/92)    3.471  (m)           11.39   (f) ADJUSTED    1 2
 JU0464
 JU0464.Superseded values are not recommended for survey control.
 JU0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0464.See file dsdata.txt to determine how the superseded data were derived.
 JU0464
 JU0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ065408(NAD 83)
 JU0464_MARKER: DB = BENCH MARK DISK
 JU0464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0464_SP_SET: CURB
 JU0464_STAMPING: 11.434 U 8 1930
 JU0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0464
 JU0464  HISTORY     - Date     Condition        Report By
 JU0464  HISTORY     - 1930     MONUMENTED       CGS
 JU0464  HISTORY     - 1934     GOOD             CGS
 JU0464  HISTORY     - 1979     GOOD             NGS
 JU0464  HISTORY     - 19991002 MARK NOT FOUND   USPSQD
 JU0464
 JU0464                          STATION DESCRIPTION
 JU0464
 JU0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0464'1.2 MI W FROM ELDORA.
 JU0464'1.2 MILES WEST ALONG STATE HIGHWAY 47 FROM ELDORA, CAPE MAY
 JU0464'COUNTY, AT THE BRIDGE OVER WEST CREEK, IN THE TOP OF THE SOUTH
 JU0464'CURB, AND 10 FEET WEST OF THE EAST END OF THE BRIDGE.  A STANDARD
 JU0464'DISK, STAMPED 11.434 U 8 1930.
 JU0464
 JU0464                          STATION RECOVERY (1934)
 JU0464
 JU0464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JU0464'RECOVERED IN GOOD CONDITION.
 JU0464
 JU0464                          STATION RECOVERY (1979)
 JU0464
 JU0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0464'RECOVERED IN GOOD CONDITION.
 JU0464
 JU0464                          STATION RECOVERY (1999)
 JU0464
 JU0464'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3516 ***********************************************************************
 KV3516  DESIGNATION -  U 81
 KV3516  PID         -  KV3516
 KV3516  STATE/COUNTY-  NJ/MIDDLESEX
 KV3516  USGS QUAD   -  KEYPORT (1977)
 KV3516
 KV3516                         *CURRENT SURVEY CONTROL
 KV3516  ___________________________________________________________________
 KV3516* NAD 83(1986)-  40 27 15.     (N)    074 14 36.     (W)     SCALED    
 KV3516* NAVD 88     -         5.342  (meters)      17.53   (feet)  ADJUSTED  
 KV3516  ___________________________________________________________________
 KV3516  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV3516  DYNAMIC HT  -           5.340 (meters)      17.52  (feet)  COMP
 KV3516  MODELED GRAV-     980,221.6   (mgal)                       NAVD 88
 KV3516
 KV3516  VERT ORDER  -  FIRST     CLASS II
 KV3516
 KV3516.The horizontal coordinates were scaled from a topographic map and have
 KV3516.an estimated accuracy of +/- 6 seconds.
 KV3516
 KV3516.The orthometric height was determined by differential leveling
 KV3516.and adjusted by the National Geodetic Survey in June 1991..
 KV3516
 KV3516.The geoid height was determined by GEOID03.
 KV3516
 KV3516.The dynamic height is computed by dividing the NAVD 88
 KV3516.geopotential number by the normal gravity value computed on the
 KV3516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3516.degrees latitude (g = 980.6199 gals.).
 KV3516
 KV3516.The modeled gravity was interpolated from observed gravity values.
 KV3516
 KV3516;                    North         East    Units  Estimated Accuracy
 KV3516;SPC NJ       -   179,970.      171,770.      MT  (+/- 180 meters Scaled)
 KV3516
 KV3516                          SUPERSEDED SURVEY CONTROL
 KV3516
 KV3516  NGVD 29 (01/10/92)    5.642  (m)           18.51   (f) ADJUSTED    1 2
 KV3516
 KV3516.Superseded values are not recommended for survey control.
 KV3516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3516.See file dsdata.txt to determine how the superseded data were derived.
 KV3516
 KV3516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK641784(NAD 83)
 KV3516_MARKER: DB = BENCH MARK DISK
 KV3516_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3516_SP_SET: STAINLESS STEEL ROD
 KV3516_STAMPING: U 81 1979
 KV3516_PROJECTION: RECESSED 5 CENTIMETERS
 KV3516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3516_ROD/PIPE-DEPTH: 9.14 meters
 KV3516
 KV3516  HISTORY     - Date     Condition        Report By
 KV3516  HISTORY     - 1979     MONUMENTED       NGS
 KV3516
 KV3516                          STATION DESCRIPTION
 KV3516
 KV3516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3516'1.4 MI NW FROM CLIFFWOOD.
 KV3516'1.4 MILES NORTHWEST ALONG STATE ROUTE 35 FROM THE POST OFFICE IN
 KV3516'CLIFFWOOD TO THE MARK ON THE RIGHT, SET BETWEEN POWER POLE BT 163
 KV3516'MAD, AND ITS GUY WIRE DIRECTLY ACROSS ROUTE 35 FROM THE JUNCTION OF
 KV3516'PROSPECT AVENUE, 21.5 FEET SOUTHEAST OF THE SOUTHEAST END OF A WOOD
 KV3516'AND CABLE GUARD RAIL, 35 FEET NORTHEAST OF THE CENTERLINE OF ROUTE
 KV3516'35, 3.3 FEET NORTHEAST OF POWER POLE BT 163 MAD, 3.7 FEET SOUTHWEST
 KV3516'OF THE BASE OF ITS GUY WIRE.
 KV3516'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 KV3516'THE MARK IS 1 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2265 ***********************************************************************
 JU2265  DESIGNATION -  U 82
 JU2265  PID         -  JU2265
 JU2265  STATE/COUNTY-  NJ/CUMBERLAND
 JU2265  USGS QUAD   -  SHILOH (1993)
 JU2265
 JU2265                         *CURRENT SURVEY CONTROL
 JU2265  ___________________________________________________________________
 JU2265* NAD 83(1986)-  39 26 30.     (N)    075 16 06.     (W)     SCALED    
 JU2265* NAVD 88     -        24.509  (meters)      80.41   (feet)  ADJUSTED  
 JU2265  ___________________________________________________________________
 JU2265  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JU2265  DYNAMIC HT  -          24.496 (meters)      80.37  (feet)  COMP
 JU2265  MODELED GRAV-     980,119.0   (mgal)                       NAVD 88
 JU2265
 JU2265  VERT ORDER  -  FIRST     CLASS II
 JU2265
 JU2265.The horizontal coordinates were scaled from a topographic map and have
 JU2265.an estimated accuracy of +/- 6 seconds.
 JU2265
 JU2265.The orthometric height was determined by differential leveling
 JU2265.and adjusted by the National Geodetic Survey in June 1991..
 JU2265
 JU2265.The geoid height was determined by GEOID03.
 JU2265
 JU2265.The dynamic height is computed by dividing the NAVD 88
 JU2265.geopotential number by the normal gravity value computed on the
 JU2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2265.degrees latitude (g = 980.6199 gals.).
 JU2265
 JU2265.The modeled gravity was interpolated from observed gravity values.
 JU2265
 JU2265;                    North         East    Units  Estimated Accuracy
 JU2265;SPC NJ       -    67,810.       83,860.      MT  (+/- 180 meters Scaled)
 JU2265
 JU2265                          SUPERSEDED SURVEY CONTROL
 JU2265
 JU2265  NGVD 29 (01/10/92)   24.814  (m)           81.41   (f) ADJUSTED    1 2
 JU2265
 JU2265.Superseded values are not recommended for survey control.
 JU2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2265.See file dsdata.txt to determine how the superseded data were derived.
 JU2265
 JU2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ769658(NAD 83)
 JU2265_MARKER: DB = BENCH MARK DISK
 JU2265_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2265_SP_SET: STAINLESS STEEL ROD
 JU2265_STAMPING: U 82 1979
 JU2265_PROJECTION: RECESSED 5 CENTIMETERS
 JU2265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2265_ROD/PIPE-DEPTH: 7.62 meters
 JU2265
 JU2265  HISTORY     - Date     Condition        Report By
 JU2265  HISTORY     - 1979     MONUMENTED       NGS
 JU2265  HISTORY     - 19950129 GOOD             USPSQD
 JU2265  HISTORY     - 19961228 MARK NOT FOUND   USPSQD
 JU2265
 JU2265                          STATION DESCRIPTION
 JU2265
 JU2265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2265'1.85 MI NW FROM BRIDGETON.
 JU2265'1.85 MILES NORTHWEST ALONG STATE ROUTE 49 FROM THE POST OFFICE IN
 JU2265'BRIDGETON, 0.3 MILE SOUTHEAST OF THE BRIDGE OVER BARRETT RUN, AT THE
 JU2265'T-JUNCTION OF PAULLEN DRIVE LEADING SOUTHWEST, 53.8 FEET NORTH OF
 JU2265'THE NORTH CORNER OF A 1-STORY BROWN HOUSE, 55.5 FEET SOUTHWEST OF
 JU2265'THE CENTER LINE OF THE HIGHWAY, 15.5 FEET SOUTHEAST OF THE CENTER OF
 JU2265'PAULLEN DRIVE, 2.5 FEET SOUTHWEST OF POWER POLE NUMBER 13681.
 JU2265'THE MARK IS 1.0 FT  NE FROM A WITNESS POST.
 JU2265'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2265
 JU2265                          STATION RECOVERY (1995)
 JU2265
 JU2265'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2265'RECOVERED IN GOOD CONDITION.
 JU2265
 JU2265                          STATION RECOVERY (1996)
 JU2265
 JU2265'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6865 ***********************************************************************
 KV6865  DESIGNATION -  UNION 1
 KV6865  PID         -  KV6865
 KV6865  STATE/COUNTY-  NJ/UNION
 KV6865  USGS QUAD   -  ELIZABETH (1995)
 KV6865
 KV6865                         *CURRENT SURVEY CONTROL
 KV6865  ___________________________________________________________________
 KV6865* NAD 83(1996)-  40 42 12.55801(N)    074 14 44.92901(W)     ADJUSTED  
 KV6865* NAVD 88     -        20.3    (meters)      67.     (feet)  GPS OBS   
 KV6865  ___________________________________________________________________
 KV6865  X           -   1,314,687.751 (meters)                     COMP
 KV6865  Y           -  -4,660,227.742 (meters)                     COMP
 KV6865  Z           -   4,137,508.440 (meters)                     COMP
 KV6865  LAPLACE CORR-           5.37  (seconds)                    DEFLEC99
 KV6865  ELLIP HEIGHT-         -12.19  (meters)          (10/23/02) GPS OBS
 KV6865  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV6865
 KV6865  HORZ ORDER  -  FIRST
 KV6865  ELLP ORDER  -  FOURTH    CLASS I
 KV6865
 KV6865.The horizontal coordinates were established by GPS observations
 KV6865.and adjusted by the National Geodetic Survey in May 1999..
 KV6865
 KV6865.The orthometric height was determined by GPS observations and a
 KV6865.high-resolution geoid model.
 KV6865
 KV6865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6865
 KV6865.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6865
 KV6865.The ellipsoidal height was determined by GPS observations
 KV6865.and is referenced to NAD 83.
 KV6865
 KV6865.The geoid height was determined by GEOID03.
 KV6865
 KV6865;                    North         East     Units Scale Factor Converg.
 KV6865;SPC NJ       -   207,653.999   171,479.433   MT  0.99990568   +0 09 56.8
 KV6865;SPC NJ       -   681,278.16    562,595.44   sFT  0.99990568   +0 09 56.8
 KV6865;SPC NY L     -    59,640.906   279,226.087   MT  0.99999816   -0 09 38.8
 KV6865;SPC NY L     -   195,671.87    916,094.25   sFT  0.99999816   -0 09 38.8
 KV6865;UTM  18      - 4,506,115.770   563,711.904   MT  0.99964996   +0 29 30.7
 KV6865
 KV6865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6865!SPC NJ       -   1.00000191  x   0.99990568  =   0.99990759
 KV6865!SPC NY L     -   1.00000191  x   0.99999816  =   1.00000007
 KV6865!UTM  18      -   1.00000191  x   0.99964996  =   0.99965187
 KV6865
 KV6865:                Primary Azimuth Mark                     Grid Az
 KV6865:SPC NJ       -  UNION 2                                  003 25 21.9
 KV6865:SPC NY L     -  UNION 2                                  003 44 57.5
 KV6865:UTM  18      -  UNION 2                                  003 05 48.0
 KV6865
 KV6865|---------------------------------------------------------------------|
 KV6865| PID    Reference Object                     Distance      Geod. Az  |
 KV6865|                                                           dddmmss.s |
 KV6865| KV6866 UNION 2                             APPROX. 0.6 KM 0033518.7 |
 KV6865|---------------------------------------------------------------------|
 KV6865
 KV6865                          SUPERSEDED SURVEY CONTROL
 KV6865
 KV6865  ELLIP H (05/14/99)  -12.18   (m)                       GP(       ) 4 1
 KV6865  NAD 83(1996)-  40 42 12.55776(N)    074 14 44.92929(W) AD(       ) 1
 KV6865  NAD 83(1986)-  40 42 12.55662(N)    074 14 44.93122(W) AD(       ) 1
 KV6865
 KV6865.Superseded values are not recommended for survey control.
 KV6865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6865.See file dsdata.txt to determine how the superseded data were derived.
 KV6865
 KV6865_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6371206116(NAD 83)
 KV6865_MARKER: DD = SURVEY DISK
 KV6865_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6865_SP_SET: CONCRETE SIDEWALK
 KV6865_STAMPING: UNION 1 1991
 KV6865_MARK LOGO: NJHA  
 KV6865_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6865+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1992
 KV6865
 KV6865  HISTORY     - Date     Condition        Report By
 KV6865  HISTORY     - 1991     MONUMENTED       NJDT
 KV6865  HISTORY     - 19920423 GOOD             NJGS
 KV6865
 KV6865                          STATION DESCRIPTION
 KV6865
 KV6865'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6865'THE STATION IS LOCATED IN HILLSIDE TOWNSHIP ON THE GROUNDS OF THE
 KV6865'UNION TOLL PLAZA, SET FLUSH IN A SIDEWALK JUST EAST OF THE TOLL
 KV6865'BOOTHS IN FRONT OF THE TOLL BUILDING AND OPPOSITE THE FRONT DOOR OF
 KV6865'THE BUILDING.  THE STATION IS 21.1 M (69.2 FT) WEST FROM THE
 KV6865'NORTHWEST CORNER OF THE UNION TOLL PLAZA BUILDING, 22.5 M (73.8 FT)
 KV6865'NORTHWEST FROM THE SOUTHWEST CORNER OF THE UNION TOLL PLAZA BUILDING,
 KV6865'27.5 M (90.2 FT) SOUTHWEST FROM THE CENTERLINE OF THE DRIVEWAY
 KV6865'LEADING INTO THE EMPLOYEE PARKING LOT, 27.8 M (91.2 FT) NORTH
 KV6865'NORTHEAST FROM A FLAGPOLE AND 14.9 M (48.9 FT) NORTHWEST FROM AND
 KV6865'OPPOSITE THE FRONT DOOR OF THE UNION TOLL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6866 ***********************************************************************
 KV6866  DESIGNATION -  UNION 2
 KV6866  PID         -  KV6866
 KV6866  STATE/COUNTY-  NJ/UNION
 KV6866  USGS QUAD   -  ELIZABETH (1995)
 KV6866
 KV6866                         *CURRENT SURVEY CONTROL
 KV6866  ___________________________________________________________________
 KV6866* NAD 83(1996)-  40 42 31.80929(N)    074 14 43.34246(W)     ADJUSTED  
 KV6866* NAVD 88     -        27.1    (meters)      89.     (feet)  GPS OBS   
 KV6866  ___________________________________________________________________
 KV6866  X           -   1,314,619.842 (meters)                     COMP
 KV6866  Y           -  -4,659,849.858 (meters)                     COMP
 KV6866  Z           -   4,137,963.049 (meters)                     COMP
 KV6866  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 KV6866  ELLIP HEIGHT-          -5.38  (meters)          (10/23/02) GPS OBS
 KV6866  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV6866
 KV6866  HORZ ORDER  -  FIRST
 KV6866  ELLP ORDER  -  FOURTH    CLASS I
 KV6866
 KV6866.The horizontal coordinates were established by GPS observations
 KV6866.and adjusted by the National Geodetic Survey in May 1999..
 KV6866
 KV6866.The orthometric height was determined by GPS observations and a
 KV6866.high-resolution geoid model.
 KV6866
 KV6866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6866
 KV6866.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6866
 KV6866.The ellipsoidal height was determined by GPS observations
 KV6866.and is referenced to NAD 83.
 KV6866
 KV6866.The geoid height was determined by GEOID03.
 KV6866
 KV6866;                    North         East     Units Scale Factor Converg.
 KV6866;SPC NJ       -   208,247.888   171,514.953   MT  0.99990570   +0 09 57.9
 KV6866;SPC NJ       -   683,226.61    562,711.97   sFT  0.99990570   +0 09 57.9
 KV6866;SPC NY L     -    60,234.637   279,264.995   MT  0.99999793   -0 09 37.8
 KV6866;SPC NY L     -   197,619.80    916,221.90   sFT  0.99999793   -0 09 37.8
 KV6866;UTM  18      - 4,506,709.699   563,744.035   MT  0.99965001   +0 29 31.9
 KV6866
 KV6866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6866!SPC NJ       -   1.00000084  x   0.99990570  =   0.99990654
 KV6866!SPC NY L     -   1.00000084  x   0.99999793  =   0.99999877
 KV6866!UTM  18      -   1.00000084  x   0.99965001  =   0.99965085
 KV6866
 KV6866:                Primary Azimuth Mark                     Grid Az
 KV6866:SPC NJ       -  UNION 1                                  183 25 21.8
 KV6866:SPC NY L     -  UNION 1                                  183 44 57.5
 KV6866:UTM  18      -  UNION 1                                  183 05 47.8
 KV6866
 KV6866|---------------------------------------------------------------------|
 KV6866| PID    Reference Object                     Distance      Geod. Az  |
 KV6866|                                                           dddmmss.s |
 KV6866| KV6865 UNION 1                             APPROX. 0.6 KM 1833519.7 |
 KV6866|---------------------------------------------------------------------|
 KV6866
 KV6866                          SUPERSEDED SURVEY CONTROL
 KV6866
 KV6866  ELLIP H (05/14/99)   -5.36   (m)                       GP(       ) 4 1
 KV6866  NAD 83(1996)-  40 42 31.80899(N)    074 14 43.34278(W) AD(       ) 1
 KV6866  NAD 83(1986)-  40 42 31.80780(N)    074 14 43.34455(W) AD(       ) 1
 KV6866
 KV6866.Superseded values are not recommended for survey control.
 KV6866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6866.See file dsdata.txt to determine how the superseded data were derived.
 KV6866
 KV6866_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6374406710(NAD 83)
 KV6866_MARKER: DD = SURVEY DISK
 KV6866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6866_SP_SET: CONCRETE POST
 KV6866_STAMPING: UNION 2 1991
 KV6866_MARK LOGO: NJHA  
 KV6866_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6866+STABILITY: SURFACE MOTION
 KV6866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6866+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 KV6866
 KV6866  HISTORY     - Date     Condition        Report By
 KV6866  HISTORY     - 1991     MONUMENTED       NJDT
 KV6866  HISTORY     - 19920423 GOOD             NJGS
 KV6866  HISTORY     - 20050315 GOOD             INDIV
 KV6866
 KV6866                          STATION DESCRIPTION
 KV6866
 KV6866'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6866'THE STATION IS LOCATED IN HILLSIDE TOWNSHIP ON THE WEST SIDE OF THE
 KV6866'SOUTHBOUND LANES OF THE GARDEN STATE PARKWAY AT MILEPOINT 143.08,
 KV6866'PROJECTING ABOUT 0.1 M (0.3 FT) ABOVE THE GROUND IN A GRASS MEDIAN,
 KV6866'ABOUT 0.1 MI (0.2 KM) SOUTH FROM THE INTERSTATE HIGHWAY 78 EASTBOUND
 KV6866'RAMP BRIDGE AND 0.4 MI (0.6 KM) NORTH FROM THE UNION TOLL PLAZA.  THE
 KV6866'STATION IS 14.9 M (48.9 FT) NORTHWEST FROM AND NORMAL TO THE WHITE
 KV6866'PAINT LINE AT THE WEST EDGE OF THE SOUTHBOUND LANES, 11.8 M
 KV6866'(38.7 FT) SOUTHWEST FROM AN INLET IN THE MEDIAN, 5.8 M (19.0 FT) EAST
 KV6866'NORTHEAST FROM AND RADIAL TO THE EAST CURB OF THE RAMP LEADING FROM
 KV6866'INTERSTATE 78 EASTBOUND TO THE SOUTHBOUND LANES AND 22.6 M (74.1 FT)
 KV6866'NORTH FROM THE CENTER OF A SIGN FOR TOKENS OR EXACT CHANGE CARS ONLY,
 KV6866'AT THE SOUTH END OF THE GRASS MEDIAN.
 KV6866
 KV6866                          STATION RECOVERY (2005)
 KV6866
 KV6866'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (LUD)
 KV6866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5109 ***********************************************************************
 KV5109  DESIGNATION -  UNION BEACH WATER TANK
 KV5109  PID         -  KV5109
 KV5109  STATE/COUNTY-  NJ/MONMOUTH
 KV5109  USGS QUAD   -  KEYPORT (1977)
 KV5109
 KV5109                         *CURRENT SURVEY CONTROL
 KV5109  ___________________________________________________________________
 KV5109* NAD 83(1996)-  40 26 24.24779(N)    074 10 04.51403(W)     ADJUSTED  
 KV5109* NAVD 88     -                                                        
 KV5109  ___________________________________________________________________
 KV5109  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 KV5109  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV5109
 KV5109  HORZ ORDER  -  THIRD
 KV5109
 KV5109.The horizontal coordinates were established by classical geodetic methods
 KV5109.and adjusted by the National Geodetic Survey in September 1999..
 KV5109
 KV5109
 KV5109.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5109
 KV5109.The geoid height was determined by GEOID03.
 KV5109
 KV5109;                    North         East     Units Scale Factor Converg.
 KV5109;SPC NJ       -   178,427.222   178,171.874   MT  0.99990977   +0 12 55.5
 KV5109;SPC NJ       -   585,389.98    584,552.22   sFT  0.99990977   +0 12 55.5
 KV5109;UTM  18      - 4,476,934.809   570,568.402   MT  0.99966130   +0 32 23.1
 KV5109
 KV5109                          SUPERSEDED SURVEY CONTROL
 KV5109
 KV5109  NAD 83(1996)-  40 26 24.24734(N)    074 10 04.51301(W) AD(       ) 4
 KV5109  NAD 83(1986)-  40 26 24.24792(N)    074 10 04.51126(W) AD(       ) 4
 KV5109  NAD 27      -  40 26 23.85900(N)    074 10 05.99300(W) AD(       ) 3
 KV5109
 KV5109.Superseded values are not recommended for survey control.
 KV5109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5109.See file dsdata.txt to determine how the superseded data were derived.
 KV5109
 KV5109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7056876935(NAD 83)
 KV5109_MARKER: 53 = ELEVATED TANK
 KV5109
 KV5109  HISTORY     - Date     Condition        Report By
 KV5109  HISTORY     - 1930     FIRST OBSERVED   CGS
 KV5109
 KV5109                          STATION DESCRIPTION
 KV5109
 KV5109'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5109'THE PROMINENT WATER-STORAGE TANK AT UNION BEACH, ON THE W SIDE
 KV5109'OF OCEAN AVENUE (DIRT) BETWEEN CLARK STREET (DIRT) AND
 KV5109'MORNINGSIDE AVENUE (DIRT).  IT IS AN ORDINARY CONICAL-TOP,
 KV5109'BLACK IRON TYPE, SURMOUNTING A SPIDER SUPPORTING STRUCTURE.
 KV5109'
 KV5109'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 100 FEET
 KV5109'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4107 ***********************************************************************
 KV4107  DESIGNATION -  UNION CITY CITY HALL POLE
 KV4107  PID         -  KV4107
 KV4107  STATE/COUNTY-  NJ/HUDSON
 KV4107  USGS QUAD   -  WEEHAWKEN (1995)
 KV4107
 KV4107                         *CURRENT SURVEY CONTROL
 KV4107  ___________________________________________________________________
 KV4107* NAD 83(1996)-  40 46 27.65396(N)    074 01 48.11866(W)     ADJUSTED  
 KV4107* NAVD 88     -                                                        
 KV4107  ___________________________________________________________________
 KV4107  LAPLACE CORR-           6.35  (seconds)                    DEFLEC99
 KV4107  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KV4107
 KV4107  HORZ ORDER  -  THIRD
 KV4107
 KV4107.The horizontal coordinates were established by classical geodetic methods
 KV4107.and adjusted by the National Geodetic Survey in September 1999..
 KV4107
 KV4107
 KV4107.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4107
 KV4107.The geoid height was determined by GEOID03.
 KV4107
 KV4107;                    North         East     Units Scale Factor Converg.
 KV4107;SPC NJ       -   215,597.321   189,671.407   MT  0.99991936   +0 18 25.0
 KV4107;SPC NJ       -   707,338.88    622,280.27   sFT  0.99991936   +0 18 25.0
 KV4107;SPC NY L     -    67,481.089   297,464.584   MT  0.99999577   -0 01 10.7
 KV4107;SPC NY L     -   221,394.21    975,931.72   sFT  0.99999577   -0 01 10.7
 KV4107;UTM  18      - 4,514,160.592   581,853.872   MT  0.99968247   +0 38 00.6
 KV4107
 KV4107                          SUPERSEDED SURVEY CONTROL
 KV4107
 KV4107  NAD 83(1996)-  40 46 27.65391(N)    074 01 48.11870(W) AD(       ) 4
 KV4107  NAD 83(1996)-  40 46 27.65316(N)    074 01 48.11966(W) AD(       ) 4
 KV4107  NAD 83(1992)-  40 46 27.65198(N)    074 01 48.12009(W) AD(       ) 4
 KV4107  NAD 83(1986)-  40 46 27.65570(N)    074 01 48.12162(W) AD(       ) 4
 KV4107  NAD 27      -  40 46 27.28900(N)    074 01 49.61200(W) AD(       ) 3
 KV4107
 KV4107.Superseded values are not recommended for survey control.
 KV4107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4107.See file dsdata.txt to determine how the superseded data were derived.
 KV4107
 KV4107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8185414161(NAD 83)
 KV4107_MARKER: 62 = FLAGPOLE
 KV4107
 KV4107  HISTORY     - Date     Condition        Report By
 KV4107  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4107  HISTORY     - 1989     GOOD             USPSQD
 KV4107  HISTORY     - 20050213 GOOD             GEOCAC
 KV4107
 KV4107                          STATION DESCRIPTION
 KV4107
 KV4107'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4107'THE FLAGPOLE W OF THE HUDSON RIVER, IN UNION CITY ON THE N SIDE
 KV4107'OF PALISADE AVENUE BETWEEN 37TH AND 38TH STREETS, ATOP THE UNION
 KV4107'CITY CITY HALL, RISING CENTRALLY FROM THE TOWER AT THE E END OF
 KV4107'THIS 5-STORY, CASTLE-LIKE STRUCTURE OF RED BRICK TRIMMED WITH ROUGH
 KV4107'STONE.  IT IS A ROUND, WHITE, WOODEN FLAGPOLE.
 KV4107'
 KV4107'THE STATION IS THE BASE OF THE FLAGPOLE.
 KV4107
 KV4107                          STATION RECOVERY (1989)
 KV4107
 KV4107'RECOVERY NOTE BY US POWER SQUADRON 1989 (SL)
 KV4107'RECOVERED IN GOOD CONDITION.
 KV4107
 KV4107                          STATION RECOVERY (2005)
 KV4107
 KV4107'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV4107'ACTUALY COORDINATES FOR THIS STATION ARE N 40 46.438 W 074 01.483 (PER
 KV4107'OUR GPS).  STATION LOCATED PER DESCRIPTION. N SIDE OF PALISADES AVENUE
 KV4107'BETWEEN 37TH AND 38TH STREETS.  THIS IS A VERY DESTINCTIVE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4122 ***********************************************************************
 KV4122  DESIGNATION -  UNION CITY FIRST PRESB CHURCH
 KV4122  PID         -  KV4122
 KV4122  STATE/COUNTY-  NJ/HUDSON
 KV4122  USGS QUAD   -  WEEHAWKEN (1995)
 KV4122
 KV4122                         *CURRENT SURVEY CONTROL
 KV4122  ___________________________________________________________________
 KV4122* NAD 83(1996)-  40 45 13.90182(N)    074 02 15.58919(W)     ADJUSTED  
 KV4122* NAVD 88     -                                                        
 KV4122  ___________________________________________________________________
 KV4122  LAPLACE CORR-           5.80  (seconds)                    DEFLEC99
 KV4122  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KV4122
 KV4122  HORZ ORDER  -  THIRD
 KV4122
 KV4122.The horizontal coordinates were established by classical geodetic methods
 KV4122.and adjusted by the National Geodetic Survey in September 1999..
 KV4122
 KV4122
 KV4122.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4122
 KV4122.The geoid height was determined by GEOID03.
 KV4122
 KV4122;                    North         East     Units Scale Factor Converg.
 KV4122;SPC NJ       -   213,319.079   189,039.259   MT  0.99991875   +0 18 06.6
 KV4122;SPC NJ       -   699,864.35    620,206.30   sFT  0.99991875   +0 18 06.6
 KV4122;SPC NY L     -    65,206.312   296,819.414   MT  0.99999630   -0 01 28.7
 KV4122;SPC NY L     -   213,931.04    973,815.03   sFT  0.99999630   -0 01 28.7
 KV4122;UTM  18      - 4,511,879.327   581,234.864   MT  0.99968122   +0 37 41.7
 KV4122
 KV4122                          SUPERSEDED SURVEY CONTROL
 KV4122
 KV4122  NAD 83(1996)-  40 45 13.90185(N)    074 02 15.58919(W) AD(       ) 4
 KV4122  NAD 83(1996)-  40 45 13.90140(N)    074 02 15.58987(W) AD(       ) 4
 KV4122  NAD 83(1992)-  40 45 13.90074(N)    074 02 15.59018(W) AD(       ) 4
 KV4122  NAD 83(1986)-  40 45 13.90333(N)    074 02 15.59176(W) AD(       ) 4
 KV4122  NAD 27      -  40 45 13.53400(N)    074 02 17.08000(W) AD(       ) 3
 KV4122
 KV4122.Superseded values are not recommended for survey control.
 KV4122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4122.See file dsdata.txt to determine how the superseded data were derived.
 KV4122
 KV4122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8123511879(NAD 83)
 KV4122_MARKER: 90 = CHURCH SPIRE
 KV4122
 KV4122  HISTORY     - Date     Condition        Report By
 KV4122  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4122  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV4122
 KV4122                          STATION DESCRIPTION
 KV4122
 KV4122'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4122'THE SPIRE W OF THE HUDSON RIVER, IN UNION CITY ON THE E SIDE OF
 KV4122'PALISADE AVENUE BETWEEN 4TH AND 5TH STREETS RISING FROM THE
 KV4122'FIRST PRESBYTERIAN CHURCH AT THE SW CORNER OF THIS WHITE-STONE
 KV4122'TRIMMED, YELLOW-BRICK BUILDING.
 KV4122'
 KV4122'THE STATION IS THE SPIRE-APEX.
 KV4122
 KV4122                          STATION RECOVERY (1989)
 KV4122
 KV4122'RECOVERY NOTE BY US POWER SQUADRON 1989 (SL)
 KV4122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4106 ***********************************************************************
 KV4106  DESIGNATION -  UNION CITY PUBLIC SCH 2 SPIRE
 KV4106  PID         -  KV4106
 KV4106  STATE/COUNTY-  NJ/HUDSON
 KV4106  USGS QUAD   -  WEEHAWKEN (1995)
 KV4106
 KV4106                         *CURRENT SURVEY CONTROL
 KV4106  ___________________________________________________________________
 KV4106* NAD 83(1996)-  40 46 28.16124(N)    074 01 45.77339(W)     ADJUSTED  
 KV4106* NAVD 88     -                                                        
 KV4106  ___________________________________________________________________
 KV4106  LAPLACE CORR-           6.35  (seconds)                    DEFLEC99
 KV4106  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KV4106
 KV4106  HORZ ORDER  -  THIRD
 KV4106
 KV4106.The horizontal coordinates were established by classical geodetic methods
 KV4106.and adjusted by the National Geodetic Survey in September 1999..
 KV4106
 KV4106
 KV4106.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4106
 KV4106.The geoid height was determined by GEOID03.
 KV4106
 KV4106;                    North         East     Units Scale Factor Converg.
 KV4106;SPC NJ       -   215,613.262   189,726.315   MT  0.99991942   +0 18 26.5
 KV4106;SPC NJ       -   707,391.18    622,460.42   sFT  0.99991942   +0 18 26.5
 KV4106;SPC NY L     -    67,496.719   297,519.587   MT  0.99999577   -0 01 09.2
 KV4106;SPC NY L     -   221,445.49    976,112.18   sFT  0.99999577   -0 01 09.2
 KV4106;UTM  18      - 4,514,176.842   581,908.675   MT  0.99968258   +0 38 02.1
 KV4106
 KV4106                          SUPERSEDED SURVEY CONTROL
 KV4106
 KV4106  NAD 83(1996)-  40 46 28.16120(N)    074 01 45.77343(W) AD(       ) 4
 KV4106  NAD 83(1996)-  40 46 28.16046(N)    074 01 45.77440(W) AD(       ) 4
 KV4106  NAD 83(1992)-  40 46 28.15928(N)    074 01 45.77484(W) AD(       ) 4
 KV4106  NAD 83(1986)-  40 46 28.16300(N)    074 01 45.77635(W) AD(       ) 4
 KV4106  NAD 27      -  40 46 27.79600(N)    074 01 47.26600(W) AD(       ) 3
 KV4106
 KV4106.Superseded values are not recommended for survey control.
 KV4106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4106.See file dsdata.txt to determine how the superseded data were derived.
 KV4106
 KV4106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8190914177(NAD 83)
 KV4106_MARKER: 89 = SPIRE
 KV4106
 KV4106  HISTORY     - Date     Condition        Report By
 KV4106  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4106  HISTORY     - 1989     GOOD             USPSQD
 KV4106  HISTORY     - 20050213 MARK NOT FOUND   GEOCAC
 KV4106
 KV4106                          STATION DESCRIPTION
 KV4106
 KV4106'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4106'THE SMALL SPIRE W OF THE HUDSON RIVER, IN UNION CITY ON THE S SIDE
 KV4106'OF PALISADE AVENUE BETWEEN ANGELIQUE AND MAPLE STREETS, ATOP
 KV4106'PUBLIC SCHOOL 2, RISING FROM THE CENTRAL PART OF THIS
 KV4106'IRREGULARLY-SHAPED, WHITE-STONE-TRIMMED RED-BRICK BUILDING.  IT IS
 KV4106'A RED-ROOFED, OCTAGONAL SPIRE.
 KV4106'
 KV4106'THE STATION IS THE BALL AT THE SPIRE-APEX, APPROXIMATELY 60 FEET
 KV4106'ABOVE GROUND.
 KV4106
 KV4106                          STATION RECOVERY (1989)
 KV4106
 KV4106'RECOVERY NOTE BY US POWER SQUADRON 1989 (SL)
 KV4106'RECOVERED IN GOOD CONDITION.
 KV4106
 KV4106                          STATION RECOVERY (2005)
 KV4106
 KV4106'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV4106'THE COORDINATES ARE .40 MILE OFF FOR THIS LOCATION.  AREA LOCATED BY
 KV4106'DESCRIPTION.  S SIDE OF PALISADES AVENUE BETWEEN ANGELIQUE AND MAPLE
 KV4106'STREETS.  OUR COODINATES FOR THIS LOCATION ARE N 40 46.110 W 074
 KV4106'01.710.  THE OLDEST BUILDING AT THIS LOCATION IS THE DANIEL WEBSTER
 KV4106'SCHOOL 2, WHICH WAS BUILT IN 1937.  THERE IS NOTHING REMAINING OF
 KV4106'UNION CITY PUBLIC SCH 2 SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4097 ***********************************************************************
 KV4097  DESIGNATION -  UNION CITY ST JOSEPHS CATH CH
 KV4097  PID         -  KV4097
 KV4097  STATE/COUNTY-  NJ/HUDSON
 KV4097  USGS QUAD   -  WEEHAWKEN (1995)
 KV4097
 KV4097                         *CURRENT SURVEY CONTROL
 KV4097  ___________________________________________________________________
 KV4097* NAD 83(1996)-  40 45 43.43594(N)    074 02 22.60189(W)     ADJUSTED  
 KV4097* NAVD 88     -                                                        
 KV4097  ___________________________________________________________________
 KV4097  LAPLACE CORR-           6.09  (seconds)                    DEFLEC99
 KV4097  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KV4097
 KV4097  HORZ ORDER  -  THIRD
 KV4097
 KV4097.The horizontal coordinates were established by classical geodetic methods
 KV4097.and adjusted by the National Geodetic Survey in September 1999..
 KV4097
 KV4097
 KV4097.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4097
 KV4097.The geoid height was determined by GEOID03.
 KV4097
 KV4097;                    North         East     Units Scale Factor Converg.
 KV4097;SPC NJ       -   214,229.167   188,869.995   MT  0.99991859   +0 18 02.2
 KV4097;SPC NJ       -   702,850.19    619,650.98   sFT  0.99991859   +0 18 02.2
 KV4097;SPC NY L     -    66,117.420   296,655.325   MT  0.99999608   -0 01 33.3
 KV4097;SPC NY L     -   216,920.24    973,276.68   sFT  0.99999608   -0 01 33.3
 KV4097;UTM  18      - 4,512,788.219   581,060.458   MT  0.99968088   +0 37 37.5
 KV4097
 KV4097                          SUPERSEDED SURVEY CONTROL
 KV4097
 KV4097  NAD 83(1996)-  40 45 43.43593(N)    074 02 22.60191(W) AD(       ) 4
 KV4097  NAD 83(1996)-  40 45 43.43550(N)    074 02 22.60264(W) AD(       ) 4
 KV4097  NAD 83(1992)-  40 45 43.43463(N)    074 02 22.60301(W) AD(       ) 4
 KV4097  NAD 83(1986)-  40 45 43.43761(N)    074 02 22.60501(W) AD(       ) 4
 KV4097  NAD 27      -  40 45 43.07200(N)    074 02 24.09200(W) AD(       ) 3
 KV4097
 KV4097.Superseded values are not recommended for survey control.
 KV4097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4097.See file dsdata.txt to determine how the superseded data were derived.
 KV4097
 KV4097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8106012788(NAD 83)
 KV4097_MARKER: 90 = CHURCH SPIRE
 KV4097
 KV4097  HISTORY     - Date     Condition        Report By
 KV4097  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4097  HISTORY     - 1989     GOOD             USPSQD
 KV4097
 KV4097                          STATION DESCRIPTION
 KV4097
 KV4097'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4097'THE PROMINENT SPIRE ON THE W SIDE OF THE HUDSON RIVER, IN UNION
 KV4097'CITY ON THE SW CORNER OF CENTRAL AVENUE AND 14TH STREET ATOP THE
 KV4097'ST. JOSEPHS ROMAN CATHOLIC CHURCH, RISING FROM THE NE CORNER OF
 KV4097'THIS YELLOW-BRICK BUILDING.  THE GRAY, SLATE-ROOFED, OCTAGONAL
 KV4097'SPIRE SURMOUNTS A SQUARE TOWER.
 KV4097'
 KV4097'THE STATION IS THE BASE OF THE COPPER-CROSS AT THE SPIRE-APEX.
 KV4097
 KV4097                          STATION RECOVERY (1989)
 KV4097
 KV4097'RECOVERY NOTE BY US POWER SQUADRON 1989 (SL)
 KV4097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4457 ***********************************************************************
 JU4457  DESIGNATION -  UPPER 1
 JU4457  PID         -  JU4457
 JU4457  STATE/COUNTY-  NJ/CAPE MAY
 JU4457  USGS QUAD   -  SEA ISLE CITY (1977)
 JU4457
 JU4457                         *CURRENT SURVEY CONTROL
 JU4457  ___________________________________________________________________
 JU4457* NAD 83(1996)-  39 13 46.92159(N)    074 40 30.49215(W)     ADJUSTED  
 JU4457* NAVD 88     -         1.9    (meters)       6.     (feet)  GPS OBS   
 JU4457  ___________________________________________________________________
 JU4457  X           -   1,307,507.075 (meters)                     COMP
 JU4457  Y           -  -4,771,305.078 (meters)                     COMP
 JU4457  Z           -   4,012,081.895 (meters)                     COMP
 JU4457  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 JU4457  ELLIP HEIGHT-         -32.82  (meters)          (10/23/02) GPS OBS
 JU4457  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 JU4457
 JU4457  HORZ ORDER  -  FIRST
 JU4457  ELLP ORDER  -  FOURTH    CLASS I
 JU4457
 JU4457.The horizontal coordinates were established by GPS observations
 JU4457.and adjusted by the National Geodetic Survey in May 1999..
 JU4457
 JU4457.The orthometric height was determined by GPS observations and a
 JU4457.high-resolution geoid model.
 JU4457
 JU4457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4457
 JU4457.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4457
 JU4457.The ellipsoidal height was determined by GPS observations
 JU4457.and is referenced to NAD 83.
 JU4457
 JU4457.The geoid height was determined by GEOID03.
 JU4457
 JU4457;                    North         East     Units Scale Factor Converg.
 JU4457;SPC NJ       -    44,013.339   134,879.220   MT  0.99990281   -0 06 38.7
 JU4457;SPC NJ       -   144,400.43    442,516.24   sFT  0.99990281   -0 06 38.7
 JU4457;UTM  18      - 4,342,317.464   528,039.332   MT  0.99960968   +0 12 19.6
 JU4457
 JU4457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4457!SPC NJ       -   1.00000515  x   0.99990281  =   0.99990796
 JU4457!UTM  18      -   1.00000515  x   0.99960968  =   0.99961483
 JU4457
 JU4457:                Primary Azimuth Mark                     Grid Az
 JU4457:SPC NJ       -  UPPER 2                                  037 42 48.1
 JU4457:UTM  18      -  UPPER 2                                  037 23 49.8
 JU4457
 JU4457|---------------------------------------------------------------------|
 JU4457| PID    Reference Object                     Distance      Geod. Az  |
 JU4457|                                                           dddmmss.s |
 JU4457| JU4458 UPPER 2                             401.633 METERS 0373609.4 |
 JU4457|---------------------------------------------------------------------|
 JU4457
 JU4457                          SUPERSEDED SURVEY CONTROL
 JU4457
 JU4457  ELLIP H (05/14/99)  -32.85   (m)                       GP(       ) 4 1
 JU4457  NAD 83(1992)-  39 13 46.92114(N)    074 40 30.49186(W) AD(       ) 1
 JU4457  ELLIP H (04/25/94)  -32.96   (m)                       GP(       ) 3 1
 JU4457
 JU4457.Superseded values are not recommended for survey control.
 JU4457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4457.See file dsdata.txt to determine how the superseded data were derived.
 JU4457
 JU4457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2803942317(NAD 83)
 JU4457_MARKER: DD = SURVEY DISK
 JU4457_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU4457_SP_SET: CULVERT HEADWALL
 JU4457_STAMPING: UPPER 1 1991
 JU4457_MARK LOGO: NJHA  
 JU4457_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4457+STABILITY: SURFACE MOTION
 JU4457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4457+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1993
 JU4457
 JU4457  HISTORY     - Date     Condition        Report By
 JU4457  HISTORY     - 1991     MONUMENTED       NJHA
 JU4457  HISTORY     - 19930921 GOOD
 JU4457
 JU4457                          STATION DESCRIPTION
 JU4457
 JU4457'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 JU4457'THE STATION IS LOCATED IN THE TOWNSHIP OF UPPER ON THE WEST SIDE OF
 JU4457'THE GARDEN STATE PARKWAY SOUTHBOUND LANES AT ABOUT MILEPOINT 22.56 ON
 JU4457'THE TOP OF A CULVERT HEADWALL.  THE STATION, SET FLUSH IN THE TOP OF
 JU4457'THE NOTRHEAST END OF THE HEADWALL, IS 18.6 FT (5.7 M) NORTHWEST FROM
 JU4457'THE SOLID WHITE LINE AT THE WEST EDGE OF THE SOUTHBOUND LANES, 6.8 FT
 JU4457'(2.1 M) NORTHWEST FROM THE BACK OF THE GUIDE RAIL AT THE WEST SIDE OF
 JU4457'THE SOUTHBOUND LANES, 33.4 FT (10.2 M) NORTH NORTHEAST FROM THE
 JU4457'SOUTHERLY END OF THE GUIDE RAIL.
 JU4457
 JU4457                          STATION RECOVERY (1993)
 JU4457
 JU4457'RECOVERED 1993
 JU4457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4458 ***********************************************************************
 JU4458  DESIGNATION -  UPPER 2
 JU4458  PID         -  JU4458
 JU4458  STATE/COUNTY-  NJ/CAPE MAY
 JU4458  USGS QUAD   -  SEA ISLE CITY (1977)
 JU4458
 JU4458                         *CURRENT SURVEY CONTROL
 JU4458  ___________________________________________________________________
 JU4458* NAD 83(1996)-  39 13 57.23956(N)    074 40 20.27411(W)     ADJUSTED  
 JU4458* NAVD 88     -         1.5    (meters)       5.     (feet)  GPS OBS   
 JU4458  ___________________________________________________________________
 JU4458  X           -   1,307,690.160 (meters)                     COMP
 JU4458  Y           -  -4,771,045.926 (meters)                     COMP
 JU4458  Z           -   4,012,328.120 (meters)                     COMP
 JU4458  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 JU4458  ELLIP HEIGHT-         -33.21  (meters)          (10/23/02) GPS OBS
 JU4458  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 JU4458
 JU4458  HORZ ORDER  -  FIRST
 JU4458  ELLP ORDER  -  FOURTH    CLASS I
 JU4458
 JU4458.The horizontal coordinates were established by GPS observations
 JU4458.and adjusted by the National Geodetic Survey in May 1999..
 JU4458
 JU4458.The orthometric height was determined by GPS observations and a
 JU4458.high-resolution geoid model.
 JU4458
 JU4458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4458
 JU4458.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4458
 JU4458.The ellipsoidal height was determined by GPS observations
 JU4458.and is referenced to NAD 83.
 JU4458
 JU4458.The geoid height was determined by GEOID03.
 JU4458
 JU4458;                    North         East     Units Scale Factor Converg.
 JU4458;SPC NJ       -    44,331.032   135,124.880   MT  0.99990272   -0 06 32.3
 JU4458;SPC NJ       -   145,442.73    443,322.21   sFT  0.99990272   -0 06 32.3
 JU4458;UTM  18      - 4,342,636.415   528,283.163   MT  0.99960985   +0 12 26.1
 JU4458
 JU4458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4458!SPC NJ       -   1.00000521  x   0.99990272  =   0.99990793
 JU4458!UTM  18      -   1.00000521  x   0.99960985  =   0.99961506
 JU4458
 JU4458:                Primary Azimuth Mark                     Grid Az
 JU4458:SPC NJ       -  UPPER 1                                  217 42 48.1
 JU4458:UTM  18      -  UPPER 1                                  217 23 49.7
 JU4458
 JU4458|---------------------------------------------------------------------|
 JU4458| PID    Reference Object                     Distance      Geod. Az  |
 JU4458|                                                           dddmmss.s |
 JU4458| JU4457 UPPER 1                             401.633 METERS 2173615.8 |
 JU4458|---------------------------------------------------------------------|
 JU4458
 JU4458                          SUPERSEDED SURVEY CONTROL
 JU4458
 JU4458  ELLIP H (05/14/99)  -33.24   (m)                       GP(       ) 4 1
 JU4458  NAD 83(1992)-  39 13 57.23909(N)    074 40 20.27380(W) AD(       ) 1
 JU4458  ELLIP H (04/25/94)  -33.35   (m)                       GP(       ) 3 1
 JU4458
 JU4458.Superseded values are not recommended for survey control.
 JU4458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4458.See file dsdata.txt to determine how the superseded data were derived.
 JU4458
 JU4458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2828342636(NAD 83)
 JU4458_MARKER: DD = SURVEY DISK
 JU4458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4458_SP_SET: CONCRETE POST
 JU4458_STAMPING: UPPER 2 1991
 JU4458_MARK LOGO: NJHA  
 JU4458_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4458+STABILITY: SURFACE MOTION
 JU4458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4458+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1993
 JU4458
 JU4458  HISTORY     - Date     Condition        Report By
 JU4458  HISTORY     - 1991     MONUMENTED       NJHA
 JU4458  HISTORY     - 19930611 GOOD
 JU4458
 JU4458                          STATION DESCRIPTION
 JU4458
 JU4458'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 JU4458'THE STATION IS LOCATED IN THE TOWNSHIP OF UPPER ON THE EAST SIDE OF
 JU4458'THE GARDEN STATE PARKWAY SOUTHBOUND LANES AT ABOUT MILEPOINT 22.81,
 JU4458'IN THE GRASS AREA BETWEEN THE MAIN PARKING OF SHOEMAKER HOLLY PICNIC
 JU4458'AREA AND THE ACCESS RAMP FROM THE SOUTHBOUND LANES INTO THE PICNIC
 JU4458'AREA. THE STATION, PROJECTING ABOUT 0.1 FT (3.0 CM) ABOVE GROUND, IS
 JU4458'58.0 FT (17.7 M) SOUTHEAST FROM, AND NORMAL TO, THE SOLID YELLOW LINE
 JU4458'AT THE EAST EDGE OF THE SOUTHBOUND LANES OF THE GARDEN STATE PARKWAY,
 JU4458'9.4 FT (2.9 M) NORTHWEST FROM THE WEST EDGE OF THE PAVED PARKING
 JU4458'AREA, 87.6 FT (26.7 M) WEST NORTHWEST FROM POLE NUMBER 1189, 142.6 FT
 JU4458'(43.5 M) NORTH NORTHEAST FROM AN ALUMINIUM LAMP POST AT THE SOUTHERLY
 JU4458'END OF THE MAIN PARKING AREA.
 JU4458
 JU4458                          STATION RECOVERY (1993)
 JU4458
 JU4458'RECOVERED 1993
 JU4458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4349 ***********************************************************************
 KV4349  DESIGNATION -  UPPER BAY PASSAIC V F RNG LT
 KV4349  PID         -  KV4349
 KV4349  STATE/COUNTY-  NJ/HUDSON
 KV4349  USGS QUAD   -  JERSEY CITY (1981)
 KV4349
 KV4349                         *CURRENT SURVEY CONTROL
 KV4349  ___________________________________________________________________
 KV4349* NAD 83(1996)-  40 39 29.88394(N)    074 03 52.80516(W)     ADJUSTED  
 KV4349* NAVD 88     -                                                        
 KV4349  ___________________________________________________________________
 KV4349  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 KV4349  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 KV4349
 KV4349  HORZ ORDER  -  THIRD
 KV4349
 KV4349.The horizontal coordinates were established by classical geodetic methods
 KV4349.and adjusted by the National Geodetic Survey in September 1999..
 KV4349
 KV4349
 KV4349.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4349
 KV4349.The geoid height was determined by GEOID03.
 KV4349
 KV4349;                    North         East     Units Scale Factor Converg.
 KV4349;SPC NJ       -   202,696.606   186,811.602   MT  0.99991667   +0 17 01.1
 KV4349;SPC NJ       -   665,013.78    612,897.73   sFT  0.99991667   +0 17 01.1
 KV4349;SPC NY L     -    54,595.839   294,531.134   MT  1.00000048   -0 02 32.3
 KV4349;SPC NY L     -   179,119.85    966,307.56   sFT  1.00000048   -0 02 32.3
 KV4349;UTM  18      - 4,501,246.884   579,068.221   MT  0.99967695   +0 36 34.0
 KV4349
 KV4349                          SUPERSEDED SURVEY CONTROL
 KV4349
 KV4349  NAD 83(1996)-  40 39 29.88391(N)    074 03 52.80517(W) AD(       ) 4
 KV4349  NAD 83(1996)-  40 39 29.88344(N)    074 03 52.80561(W) AD(       ) 4
 KV4349  NAD 83(1992)-  40 39 29.88327(N)    074 03 52.80612(W) AD(       ) 4
 KV4349  NAD 83(1986)-  40 39 29.88329(N)    074 03 52.80556(W) AD(       ) 4
 KV4349  NAD 27      -  40 39 29.51200(N)    074 03 54.29500(W) AD(       ) 3
 KV4349
 KV4349.Superseded values are not recommended for survey control.
 KV4349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4349.See file dsdata.txt to determine how the superseded data were derived.
 KV4349
 KV4349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7906801247(NAD 83)
 KV4349_MARKER: 14 = NAVIGATION LIGHT
 KV4349
 KV4349  HISTORY     - Date     Condition        Report By
 KV4349  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4349
 KV4349                          STATION DESCRIPTION
 KV4349
 KV4349'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4975 ***********************************************************************
 KV4975  DESIGNATION -  URMSTON USCA 1940
 KV4975  PID         -  KV4975
 KV4975  STATE/COUNTY-  NJ/MONMOUTH
 KV4975  USGS QUAD   -  SANDY HOOK (1981)
 KV4975
 KV4975                         *CURRENT SURVEY CONTROL
 KV4975  ___________________________________________________________________
 KV4975* NAD 83(1996)-  40 28 15.39984(N)    074 00 31.96972(W)     ADJUSTED  
 KV4975* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4975  ___________________________________________________________________
 KV4975  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 KV4975  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV4975
 KV4975  HORZ ORDER  -  SECOND
 KV4975
 KV4975.The horizontal coordinates were established by classical geodetic methods
 KV4975.and adjusted by the National Geodetic Survey in September 1999..
 KV4975
 KV4975.The orthometric height was scaled from a topographic map.
 KV4975
 KV4975.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4975
 KV4975.The geoid height was determined by GEOID03.
 KV4975
 KV4975;                    North         East     Units Scale Factor Converg.
 KV4975;SPC NJ       -   181,918.299   191,644.976   MT  0.99992134   +0 19 07.6
 KV4975;SPC NJ       -   596,843.62    628,755.23   sFT  0.99992134   +0 19 07.6
 KV4975;UTM  18      - 4,480,501.263   584,018.270   MT  0.99968689   +0 38 36.0
 KV4975
 KV4975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4975!SPC NJ       -   1.00000467  x   0.99992134  =   0.99992600
 KV4975!UTM  18      -   1.00000467  x   0.99968689  =   0.99969155
 KV4975
 KV4975                          SUPERSEDED SURVEY CONTROL
 KV4975
 KV4975  NAD 83(1996)-  40 28 15.39969(N)    074 00 31.96967(W) AD(       ) 2
 KV4975  NAD 83(1986)-  40 28 15.39924(N)    074 00 31.96882(W) AD(       ) 2
 KV4975  NAD 27      -  40 28 15.01300(N)    074 00 33.46800(W) AD(       ) 2
 KV4975
 KV4975.Superseded values are not recommended for survey control.
 KV4975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4975.See file dsdata.txt to determine how the superseded data were derived.
 KV4975
 KV4975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8401880501(NAD 83)
 KV4975_MARKER: DD = SURVEY DISK
 KV4975_SETTING: 0 = UNSPECIFIED SETTING
 KV4975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4975
 KV4975  HISTORY     - Date     Condition        Report By
 KV4975  HISTORY     - 1940     MONUMENTED       LOCENG
 KV4975  HISTORY     - 1962     GOOD             CGS
 KV4975  HISTORY     - 19950830 MARK NOT FOUND   USPSQD
 KV4975  HISTORY     - 19970904 GOOD             USPSQD
 KV4975
 KV4975                          STATION DESCRIPTION
 KV4975
 KV4975'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (CIA)
 KV4975'A STATION LOCATED BY TRIANGULATION AND TRAVERSE.  IT IS MARKED WITH
 KV4975'A U.S.C.A. DISK, SET IN THE APPROXIMATE CENTER OF EIGHT BOLTS
 KV4975'(APPARENTLY AN INSTRUMENT BASE) LOCATED IN THE APPROXIMATE CENTER
 KV4975'OF THE UPPER FLOOR OF THE CONTROL ROOM AT BATTERY URMSTON.  THE
 KV4975'STATION DISK IS STAMPED URMSTON 1940.
 KV4975
 KV4975                          STATION RECOVERY (1962)
 KV4975
 KV4975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV4975'RECOVERED IN GOOD CONDITION.
 KV4975
 KV4975                          STATION RECOVERY (1995)
 KV4975
 KV4975'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV4975'MARK NOT FOUND.
 KV4975
 KV4975                          STATION RECOVERY (1997)
 KV4975
 KV4975'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV4975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6443 ***********************************************************************
 KV6443  DESIGNATION -  US 01 78
 KV6443  PID         -  KV6443
 KV6443  STATE/COUNTY-  NJ/BURLINGTON
 KV6443  USGS QUAD   -  TRENTON EAST (1981)
 KV6443
 KV6443                         *CURRENT SURVEY CONTROL
 KV6443  ___________________________________________________________________
 KV6443* NAD 83(1996)-  40 07 50.85800(N)    074 44 28.17514(W)     ADJUSTED  
 KV6443* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6443  ___________________________________________________________________
 KV6443  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 KV6443  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV6443
 KV6443  HORZ ORDER  -  THIRD
 KV6443
 KV6443.The horizontal coordinates were established by classical geodetic methods
 KV6443.and adjusted by the National Geodetic Survey in September 1999..
 KV6443
 KV6443.The orthometric height was scaled from a topographic map.
 KV6443
 KV6443.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6443
 KV6443.The geoid height was determined by GEOID03.
 KV6443
 KV6443;                    North         East     Units Scale Factor Converg.
 KV6443;SPC NJ       -   144,063.649   129,447.828   MT  0.99990520   -0 09 19.6
 KV6443;SPC NJ       -   472,648.82    424,696.75   sFT  0.99990520   -0 09 19.6
 KV6443;UTM  18      - 4,442,306.331   522,052.325   MT  0.99960599   +0 10 00.6
 KV6443
 KV6443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6443!SPC NJ       -   1.00000504  x   0.99990520  =   0.99991024
 KV6443!UTM  18      -   1.00000504  x   0.99960599  =   0.99961103
 KV6443
 KV6443                          SUPERSEDED SURVEY CONTROL
 KV6443
 KV6443  NAD 83(1986)-  40 07 50.85586(N)    074 44 28.17491(W) AD(       ) 3
 KV6443
 KV6443.Superseded values are not recommended for survey control.
 KV6443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6443.See file dsdata.txt to determine how the superseded data were derived.
 KV6443
 KV6443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2205242306(NAD 83)
 KV6443
 KV6443  HISTORY     - Date     Condition        Report By
 KV6443  HISTORY     - UNK      MONUMENTED
 KV6443  HISTORY     - 20010331 GOOD             NGS
 KV6443
 KV6443                          STATION DESCRIPTION
 KV6443
 KV6443'DESCRIBED UNK
 KV6443'RECOVERED AS DESCRIBED.
 KV6443
 KV6443                          STATION RECOVERY (2001)
 KV6443
 KV6443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6443'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6444 ***********************************************************************
 KV6444  DESIGNATION -  US 02 78
 KV6444  PID         -  KV6444
 KV6444  STATE/COUNTY-  NJ/BURLINGTON
 KV6444  USGS QUAD   -  TRENTON EAST (1981)
 KV6444
 KV6444                         *CURRENT SURVEY CONTROL
 KV6444  ___________________________________________________________________
 KV6444* NAD 83(1996)-  40 07 37.72012(N)    074 44 29.15149(W)     ADJUSTED  
 KV6444* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6444  ___________________________________________________________________
 KV6444  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 KV6444  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV6444
 KV6444  HORZ ORDER  -  THIRD
 KV6444
 KV6444.The horizontal coordinates were established by classical geodetic methods
 KV6444.and adjusted by the National Geodetic Survey in September 1999..
 KV6444
 KV6444.The orthometric height was scaled from a topographic map.
 KV6444
 KV6444.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6444
 KV6444.The geoid height was determined by GEOID03.
 KV6444
 KV6444;                    North         East     Units Scale Factor Converg.
 KV6444;SPC NJ       -   143,658.532   129,423.615   MT  0.99990521   -0 09 20.2
 KV6444;SPC NJ       -   471,319.70    424,617.31   sFT  0.99990521   -0 09 20.2
 KV6444;SPC PA S     -    92,508.034   856,380.261   MT  0.99997535   +1 57 07.0
 KV6444;SPC PA S     -   303,503.44  2,809,640.91   sFT  0.99997535   +1 57 07.0
 KV6444;UTM  18      - 4,441,901.205   522,030.397   MT  0.99960597   +0 09 59.9
 KV6444
 KV6444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6444!SPC NJ       -   1.00000504  x   0.99990521  =   0.99991025
 KV6444!SPC PA S     -   1.00000504  x   0.99997535  =   0.99998039
 KV6444!UTM  18      -   1.00000504  x   0.99960597  =   0.99961100
 KV6444
 KV6444                          SUPERSEDED SURVEY CONTROL
 KV6444
 KV6444  NAD 83(1986)-  40 07 37.71793(N)    074 44 29.15131(W) AD(       ) 3
 KV6444
 KV6444.Superseded values are not recommended for survey control.
 KV6444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6444.See file dsdata.txt to determine how the superseded data were derived.
 KV6444
 KV6444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2203041901(NAD 83)
 KV6444_MARKER: N = NAIL
 KV6444_SETTING: 0 = UNSPECIFIED SETTING
 KV6444_MARK LOGO: NOS   
 KV6444_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6444+SATELLITE: SATELLITE OBSERVATIONS - 1978
 KV6444
 KV6444  HISTORY     - Date     Condition        Report By
 KV6444  HISTORY     - 1978     MONUMENTED       NOS
 KV6444
 KV6444                          STATION DESCRIPTION
 KV6444
 KV6444'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 KV6444'THE STATION IS LOCATED E OF NEWBOLD ISLAND ON PROPERTY OWNED BY DOANS
 KV6444'SALVAGE YARD.
 KV6444'TO REACH STATION PROCEED BY BOAT ABOUT 0.42 NAUTICAL MI SE THEN SW
 KV6444'INTO THE WATERWAY WHICH IS JUST E OF THE NEWBOLD ISLAND TO STATION ON
 KV6444'THE LEFT.
 KV6444'STATION MARK IS A TACK NAIL IN A PLUG OF WOOD IN A 3/4 INCH PIPE 0.3
 KV6444'FT ABOVE THE GROUND 1 FT BELOW MHL ON A STEEL BULKHEADED POINT OF LAND
 KV6444'ON THE PROPERTY OF DOANS SALVAGE YARD.
 KV6444'RM 1 IS THE CENTER OF FIVE PUNCH MARKS ON THE FACE OF AN I-BEAM ON THE
 KV6444'INSHORE FACE OF THE STEEL BULKHEAD.  IT IS LOCATED 3.35 M (11.0 FT) W
 KV6444'OF THE STATION.
 KV6444'RM 2 IS THE CENTER OF FIVE PUNCH MARKS ON THE FACE OF AN I-BEAM ON THE
 KV6444'INSHORE FACE OF THE STEEL BULKHEAD.  IT IS LOCATED 2.16 M (7.1 FT) NW
 KV6444'OF THE STATION.
 KV6444'RM 3 IS THE CENTER OF FIVE PUNCH MARKS ON AN I-BEAM WHICH IS 3.93 M
 KV6444'(12.9 FT) N OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6445 ***********************************************************************
 KV6445  DESIGNATION -  US 03 78
 KV6445  PID         -  KV6445
 KV6445  STATE/COUNTY-  NJ/BURLINGTON
 KV6445  USGS QUAD   -  BRISTOL (1981)
 KV6445
 KV6445                         *CURRENT SURVEY CONTROL
 KV6445  ___________________________________________________________________
 KV6445* NAD 83(1996)-  40 07 14.48804(N)    074 45 36.81671(W)     ADJUSTED  
 KV6445* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6445  ___________________________________________________________________
 KV6445  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 KV6445  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV6445
 KV6445  HORZ ORDER  -  THIRD
 KV6445
 KV6445.The horizontal coordinates were established by classical geodetic methods
 KV6445.and adjusted by the National Geodetic Survey in September 1999..
 KV6445
 KV6445.The orthometric height was scaled from a topographic map.
 KV6445
 KV6445.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6445
 KV6445.The geoid height was determined by GEOID03.
 KV6445
 KV6445;                    North         East     Units Scale Factor Converg.
 KV6445;SPC NJ       -   142,946.561   127,819.602   MT  0.99990605   -0 10 03.7
 KV6445;SPC NJ       -   468,983.84    419,354.81   sFT  0.99990605   -0 10 03.7
 KV6445;SPC PA S     -    91,737.504   854,803.405   MT  0.99997599   +1 56 23.1
 KV6445;SPC PA S     -   300,975.46  2,804,467.50   sFT  0.99997599   +1 56 23.1
 KV6445;UTM  18      - 4,441,180.441   520,430.894   MT  0.99960514   +0 09 16.2
 KV6445
 KV6445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6445!SPC NJ       -   1.00000504  x   0.99990605  =   0.99991109
 KV6445!SPC PA S     -   1.00000504  x   0.99997599  =   0.99998103
 KV6445!UTM  18      -   1.00000504  x   0.99960514  =   0.99961018
 KV6445
 KV6445                          SUPERSEDED SURVEY CONTROL
 KV6445
 KV6445  NAD 83(1986)-  40 07 14.48590(N)    074 45 36.81664(W) AD(       ) 3
 KV6445
 KV6445.Superseded values are not recommended for survey control.
 KV6445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6445.See file dsdata.txt to determine how the superseded data were derived.
 KV6445
 KV6445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2043141180(NAD 83)
 KV6445_MARKER: Z = SEE DESCRIPTION
 KV6445_SETTING: 0 = UNSPECIFIED SETTING
 KV6445_MARK LOGO: NOS   
 KV6445_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6445+SATELLITE: SATELLITE OBSERVATIONS - 1978
 KV6445
 KV6445  HISTORY     - Date     Condition        Report By
 KV6445  HISTORY     - 1978     MONUMENTED       NOS
 KV6445
 KV6445                          STATION DESCRIPTION
 KV6445
 KV6445'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 KV6445'THE STATION IS LOCATED S OF NEWBOLD ISLAND ON PROPERTY OWNED BY J.A.
 KV6445'ROEBLING COMPANY.
 KV6445'TO REACH STATION PROCEED TO S BANK OF MARSH AREA WHICH IS S OF NEWBOLD
 KV6445'ISLAND AND IS ABOUT 200 YARDS E OF THE ENTRANCE TO CRAFTS CREEK.
 KV6445'STATION MARK IS A TACK NAIL IN A STAKE 0.5 FT ABOVE THE GROUND AND 2
 KV6445'FT FROM THE EDGE OF AN EMBANKMENT, 3 FT ABOVE THE MHL.
 KV6445'RM 1 IS A NAIL 2 FT ABOVE THE GROUND IN THE DOWNSTREAM FACE OF A 0.5
 KV6445'FT DIA TREE WHICH IS 4.88 M (16.0 FT) S OF THE STATION.
 KV6445'RM 2 IS A NAIL 5.5 FT ABOVE THE GROUND IN THE DOWNSTREAM FACE OF A 0.5
 KV6445'FT DIA TREE WHICH IS 7.1 M (23.3 FT) SE OF THE STATION.
 KV6445'RM 3 IS A NAIL 2 FT ABOVE THE GROUND IN THE UPSTREAM FACE OF A 0.3 FT
 KV6445'DIA TREE WHICH IS 3.51 M (11.5 FT) N OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5083 ***********************************************************************
 KV5083  DESIGNATION -  US ARMY THEOD NR LIPP 1944
 KV5083  PID         -  KV5083
 KV5083  STATE/COUNTY-  NJ/MONMOUTH
 KV5083  USGS QUAD   -  MARLBORO (1981)
 KV5083
 KV5083                         *CURRENT SURVEY CONTROL
 KV5083  ___________________________________________________________________
 KV5083* NAD 83(1996)-  40 15 19.96431(N)    074 07 36.44099(W)     ADJUSTED  
 KV5083* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 KV5083  ___________________________________________________________________
 KV5083  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 KV5083  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KV5083
 KV5083  HORZ ORDER  -  SECOND
 KV5083
 KV5083.The horizontal coordinates were established by classical geodetic methods
 KV5083.and adjusted by the National Geodetic Survey in September 1999..
 KV5083
 KV5083.The orthometric height was scaled from a topographic map.
 KV5083
 KV5083.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5083
 KV5083.The geoid height was determined by GEOID03.
 KV5083
 KV5083;                    North         East     Units Scale Factor Converg.
 KV5083;SPC NJ       -   157,953.431   181,747.655   MT  0.99991240   +0 14 28.2
 KV5083;SPC NJ       -   518,218.88    596,283.76   sFT  0.99991240   +0 14 28.2
 KV5083;UTM  18      - 4,456,486.591   574,258.897   MT  0.99966788   +0 33 51.5
 KV5083
 KV5083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5083!SPC NJ       -   0.99999355  x   0.99991240  =   0.99990595
 KV5083!UTM  18      -   0.99999355  x   0.99966788  =   0.99966143
 KV5083
 KV5083                          SUPERSEDED SURVEY CONTROL
 KV5083
 KV5083  NAD 83(1986)-  40 15 19.96445(N)    074 07 36.43542(W) AD(       ) 2
 KV5083  NAD 27      -  40 15 19.56300(N)    074 07 37.92700(W) AD(       ) 2
 KV5083
 KV5083.Superseded values are not recommended for survey control.
 KV5083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5083.See file dsdata.txt to determine how the superseded data were derived.
 KV5083
 KV5083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7425956487(NAD 83)
 KV5083_MARKER: Z = SEE DESCRIPTION
 KV5083_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV5083_SP_SET: METAL PIPE IMBEDDED IN GROUND
 KV5083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5083
 KV5083  HISTORY     - Date     Condition        Report By
 KV5083  HISTORY     - 1944     MONUMENTED       CGS
 KV5083
 KV5083                          STATION DESCRIPTION
 KV5083
 KV5083'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV5083'STATION LIPP IS LOCATED ON A SANDY PINE-AND-BRUSH-COVERED HILL ABOUT
 KV5083'4.75 MILES SE OF FARMINGDALE, ON THE U.S. NAVY AMMUNITION DEPOT
 KV5083'EARLE.  IT IS ABOUT 40 FEET E OF THE SUMMIT OF THE HILL, 14
 KV5083'FEET E OF A SMALL SHACK WITH CUPOLA ON TOP.  MARK IS STAMPED
 KV5083'LIPP 1944 AND PROJECTS ABOUT 2 INCHES.
 KV5083'A TRAVERSE CONNECTION WAS MADE TO THE U.S. ARMY PHOTO
 KV5083'THEODOLITE MOUNT.  IT IS 11.616 METERS (38.11 FEET) S OF THE
 KV5083'STATION.  THE MOUNT IS A 4-INCH IRON PIPE THAT IS 6 FEET HIGH
 KV5083'WITH AN IRON PLATE ON THE TOP.  THE POINT MEASURED AND OBSERVED
 KV5083'WAS THE CENTER OF THE IRON PLATE.
 KV5083'
 KV5083'TO REACH THE STATION FROM ASBURY AVENUE AND MAIN STREET IN
 KV5083'ASBURY PARK, GO W ON ASBURY AVENUE FOR 6.8 MILES OR 5.4 MILES
 KV5083'BEYOND THE CROSSING OF STATE HIGHWAY 35 TO THE E ENTRANCE TO
 KV5083'THE U.S. NAVY AMMUNITION DEPOT EARLE.  HERE PASS GUARD GATE AND
 KV5083'GO W FOR 0.2 MILE TO A SHARP T SANDY ROAD LEFT WHICH IS JUST
 KV5083'BEFORE REACHING A RAILROAD TRACK, HERE TURN LEFT AND FOLLOW SANDY
 KV5083'ROAD FOR 0.5 MILE TO THE SUMMIT OF THE HILL AND STATION LIPP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5088 ***********************************************************************
 KV5088  DESIGNATION -  US ARMY THEOD NR THROCKMORTON
 KV5088  PID         -  KV5088
 KV5088  STATE/COUNTY-  NJ/MONMOUTH
 KV5088  USGS QUAD   -  MARLBORO (1981)
 KV5088
 KV5088                         *CURRENT SURVEY CONTROL
 KV5088  ___________________________________________________________________
 KV5088* NAD 83(1996)-  40 15 03.60738(N)    074 10 47.19131(W)     ADJUSTED  
 KV5088* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 KV5088  ___________________________________________________________________
 KV5088  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 KV5088  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV5088
 KV5088  HORZ ORDER  -  SECOND
 KV5088
 KV5088.The horizontal coordinates were established by classical geodetic methods
 KV5088.and adjusted by the National Geodetic Survey in September 1999..
 KV5088
 KV5088.The orthometric height was scaled from a topographic map.
 KV5088
 KV5088.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5088
 KV5088.The geoid height was determined by GEOID03.
 KV5088
 KV5088;                    North         East     Units Scale Factor Converg.
 KV5088;SPC NJ       -   157,431.336   177,242.129   MT  0.99990913   +0 12 24.9
 KV5088;SPC NJ       -   516,505.97    581,501.88   sFT  0.99990913   +0 12 24.9
 KV5088;UTM  18      - 4,455,939.232   569,757.499   MT  0.99965990   +0 31 48.0
 KV5088
 KV5088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5088!SPC NJ       -   0.99999040  x   0.99990913  =   0.99989953
 KV5088!UTM  18      -   0.99999040  x   0.99965990  =   0.99965030
 KV5088
 KV5088                          SUPERSEDED SURVEY CONTROL
 KV5088
 KV5088  NAD 83(1986)-  40 15 03.60773(N)    074 10 47.18640(W) AD(       ) 2
 KV5088  NAD 27      -  40 15 03.20600(N)    074 10 48.67200(W) AD(       ) 2
 KV5088
 KV5088.Superseded values are not recommended for survey control.
 KV5088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5088.See file dsdata.txt to determine how the superseded data were derived.
 KV5088
 KV5088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6975755939(NAD 83)
 KV5088
 KV5088  HISTORY     - Date     Condition        Report By
 KV5088  HISTORY     - 1944     MONUMENTED       CGS
 KV5088  HISTORY     - 20010504 MARK NOT FOUND   USPSQD
 KV5088
 KV5088                          STATION DESCRIPTION
 KV5088
 KV5088'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV5088'TO REACH STATION THROCKMORTON 3 FROM THE MAIN GATE OF THE NAVAL
 KV5088'AMMUNITION DEPOT EARLE ON STATE HIGHWAY 34, GO E THROUGH THE GATE ON
 KV5088'ESPERANCE ROAD 1.2 MILES TO MIDWAY ROAD, THE FIRST ROAD E OF THE
 KV5088'RAILROAD.  TURN RIGHT ON MIDWAY ROAD, AND GO 1.3 MILES TO GUADAL
 KV5088'CANAL ROAD.  TURN RIGHT ON GUADAL CANAL ROAD, AND GO 0.5 MILE TO
 KV5088'A GRAVEL ROAD LEFT.  TURN LEFT ON GRAVEL ROAD AND GO 0.7 MILE TO
 KV5088'THE TOP OF THE HILL AT THE FIRE LOOKOUT TOWER AND THE STATION.
 KV5088
 KV5088                          STATION RECOVERY (2001)
 KV5088
 KV5088'RECOVERY NOTE BY US POWER SQUADRON 2001 (JIA)
 KV5088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2984 ***********************************************************************
 JU2984  DESIGNATION -  US BOUNDARY MON NEAR FURNACE
 JU2984  PID         -  JU2984
 JU2984  STATE/COUNTY-  NJ/BURLINGTON
 JU2984  USGS QUAD   -  BROWNS MILLS (1997)
 JU2984
 JU2984                         *CURRENT SURVEY CONTROL
 JU2984  ___________________________________________________________________
 JU2984* NAD 83(1996)-  39 59 11.93779(N)    074 32 37.77497(W)     ADJUSTED  
 JU2984* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 JU2984  ___________________________________________________________________
 JU2984  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 JU2984  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JU2984
 JU2984  HORZ ORDER  -  SECOND
 JU2984
 JU2984.The horizontal coordinates were established by classical geodetic methods
 JU2984.and adjusted by the National Geodetic Survey in September 1999..
 JU2984
 JU2984.The orthometric height was scaled from a topographic map.
 JU2984
 JU2984.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2984
 JU2984.The geoid height was determined by GEOID03.
 JU2984
 JU2984;                    North         East     Units Scale Factor Converg.
 JU2984;SPC NJ       -   128,033.097   146,257.142   MT  0.99990017   -0 01 41.4
 JU2984;SPC NJ       -   420,055.25    479,845.31   sFT  0.99990017   -0 01 41.4
 JU2984;UTM  18      - 4,426,375.065   538,946.498   MT  0.99961867   +0 17 35.3
 JU2984
 JU2984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2984!SPC NJ       -   1.00000046  x   0.99990017  =   0.99990063
 JU2984!UTM  18      -   1.00000046  x   0.99961867  =   0.99961913
 JU2984
 JU2984                          SUPERSEDED SURVEY CONTROL
 JU2984
 JU2984  NAD 83(1986)-  39 59 11.93289(N)    074 32 37.77195(W) AD(       ) 2
 JU2984  NAD 27      -  39 59 11.51700(N)    074 32 39.21600(W) AD(       ) 2
 JU2984
 JU2984.Superseded values are not recommended for survey control.
 JU2984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2984.See file dsdata.txt to determine how the superseded data were derived.
 JU2984
 JU2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK3894626375(NAD 83)
 JU2984
 JU2984  HISTORY     - Date     Condition        Report By
 JU2984  HISTORY     - 1935     MONUMENTED       CGS
 JU2984
 JU2984                          STATION DESCRIPTION
 JU2984
 JU2984'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU2984'SEE STATION FURNACE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4581 ***********************************************************************
 KV4581  DESIGNATION -  US MONUMENT M USE 1931
 KV4581  PID         -  KV4581
 KV4581  STATE/COUNTY-  NJ/MIDDLESEX
 KV4581  USGS QUAD   -  ARTHUR KILL (1981)
 KV4581
 KV4581                         *CURRENT SURVEY CONTROL
 KV4581  ___________________________________________________________________
 KV4581* NAD 83(1996)-  40 33 32.95434(N)    074 13 12.11211(W)     ADJUSTED  
 KV4581* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4581  ___________________________________________________________________
 KV4581  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 KV4581  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV4581
 KV4581  HORZ ORDER  -  THIRD
 KV4581
 KV4581.The horizontal coordinates were established by classical geodetic methods
 KV4581.and adjusted by the National Geodetic Survey in September 1999..
 KV4581
 KV4581.The orthometric height was scaled from a topographic map.
 KV4581
 KV4581.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4581
 KV4581.The geoid height was determined by GEOID03.
 KV4581
 KV4581;                    North         East     Units Scale Factor Converg.
 KV4581;SPC NJ       -   191,634.329   173,709.119   MT  0.99990692   +0 10 55.4
 KV4581;SPC NJ       -   628,720.29    569,910.67   sFT  0.99990692   +0 10 55.4
 KV4581;SPC NY L     -    43,607.258   281,364.721   MT  1.00000772   -0 08 38.1
 KV4581;SPC NY L     -   143,068.15    923,110.76   sFT  1.00000772   -0 08 38.1
 KV4581;UTM  18      - 4,490,113.103   566,032.003   MT  0.99965367   +0 30 25.8
 KV4581
 KV4581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4581!SPC NJ       -   1.00000498  x   0.99990692  =   0.99991190
 KV4581!SPC NY L     -   1.00000498  x   1.00000772  =   1.00001270
 KV4581!UTM  18      -   1.00000498  x   0.99965367  =   0.99965864
 KV4581
 KV4581:                Primary Azimuth Mark                     Grid Az
 KV4581:SPC NJ       -  ROSSVILLE WBBR S RADIO MAST              135 47 17.8
 KV4581:SPC NY L     -  ROSSVILLE WBBR S RADIO MAST              136 06 51.3
 KV4581:UTM  18      -  ROSSVILLE WBBR S RADIO MAST              135 27 47.4
 KV4581
 KV4581|---------------------------------------------------------------------|
 KV4581| PID    Reference Object                     Distance      Geod. Az  |
 KV4581|                                                           dddmmss.s |
 KV4581| KV4632 ROSSVILLE WBBR S RADIO MAST         APPROX. 2.2 KM 1355813.2 |
 KV4581| KV4624 LUKE 1915                           APPROX. 0.6 KM 1524541.4 |
 KV4581|---------------------------------------------------------------------|
 KV4581
 KV4581                          SUPERSEDED SURVEY CONTROL
 KV4581
 KV4581  NAD 83(1996)-  40 33 32.95433(N)    074 13 12.11211(W) AD(       ) 3
 KV4581  NAD 83(1986)-  40 33 32.95638(N)    074 13 12.10883(W) AD(       ) 3
 KV4581  NAD 27      -  40 33 32.58200(N)    074 13 13.58900(W) AD(       ) 3
 KV4581
 KV4581.Superseded values are not recommended for survey control.
 KV4581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4581.See file dsdata.txt to determine how the superseded data were derived.
 KV4581
 KV4581_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6603290113(NAD 83)
 KV4581_MARKER: B = BOLT
 KV4581_SETTING: 0 = UNSPECIFIED SETTING
 KV4581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4581
 KV4581  HISTORY     - Date     Condition        Report By
 KV4581  HISTORY     - 1931     MONUMENTED       USE
 KV4581  HISTORY     - 1931     GOOD             CGS
 KV4581
 KV4581                          STATION DESCRIPTION
 KV4581
 KV4581'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4581'STATION RECOVERED IN GOOD CONDITION WITH CONCRETE TOP 18 INCHES
 KV4581'ABOVE MEADOW SURFACE.
 KV4581'
 KV4581'A COMPLETE DESCRIPTION FOLLOWS--
 KV4581'
 KV4581'THIS STATION IS ON THE W SHORE OF ARTHUR KILL, S OF CHROME, ON
 KV4581'TUFTS POINT, WHERE THE KILL BENDS FROM E TO N.  IT IS LOCATED ON
 KV4581'DREDGE FILLED LAND 13 METERS INSHORE FROM HIGH-WATER LINE.  THE
 KV4581'LOW SOD DIKE PARALLELING THE SHORE, AND 12 METERS INSHORE OF THE
 KV4581'STATION, IS BROKEN OPPOSITE THE STATION.
 KV4581'
 KV4581'STATION IS MARKED BY THE CROSS CUT IN THE TOP OF A ROUND IRON
 KV4581'BOLT-HEAD SET FLUSH IN THE SLIGHTLY DOMED TOP OF A CONCRETE-FILLED
 KV4581'50-GALLON OIL DRUM PROJECTING 1 FOOT ABOVE GROUND.  THE MARK IS
 KV4581'ECCENTRICALLY PLACED WITHIN THE RIM OF A 3-INCH IRON PIPE
 KV4581'IMBEDDED FLUSH WITH THE CONCRETE.  NO REFERENCE MARKS WERE
 KV4581'PLACED, NOR ANY REFERENCE MEASUREMENTS TAKEN.
 KV4581'
 KV4581'THE UNSTABLE SAND AND MUD FILL NECESSITATES INSTRUMENT STAKES AND
 KV4581'AN OBSERVERS PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5293 ***********************************************************************
 KV5293  DESIGNATION -  US RESET
 KV5293  PID         -  KV5293
 KV5293  STATE/COUNTY-  NJ/OCEAN
 KV5293  USGS QUAD   -  LAKEWOOD (1989)
 KV5293
 KV5293                         *CURRENT SURVEY CONTROL
 KV5293  ___________________________________________________________________
 KV5293* NAD 83(1996)-  40 04 13.11239(N)    074 11 55.43033(W)     ADJUSTED  
 KV5293* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 KV5293  ___________________________________________________________________
 KV5293  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 KV5293  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV5293
 KV5293  HORZ ORDER  -  SECOND
 KV5293
 KV5293.The horizontal coordinates were established by classical geodetic methods
 KV5293.and adjusted by the National Geodetic Survey in September 1999..
 KV5293
 KV5293.The orthometric height was scaled from a topographic map.
 KV5293
 KV5293.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5293
 KV5293.The geoid height was determined by GEOID03.
 KV5293
 KV5293;                    North         East     Units Scale Factor Converg.
 KV5293;SPC NJ       -   137,363.900   175,697.597   MT  0.99990813   +0 11 38.2
 KV5293;SPC NJ       -   450,668.06    576,434.53   sFT  0.99990813   +0 11 38.2
 KV5293;UTM  18      - 4,435,868.438   568,326.297   MT  0.99965747   +0 30 56.9
 KV5293
 KV5293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5293!SPC NJ       -   0.99999940  x   0.99990813  =   0.99990753
 KV5293!UTM  18      -   0.99999940  x   0.99965747  =   0.99965687
 KV5293
 KV5293                          SUPERSEDED SURVEY CONTROL
 KV5293
 KV5293  NAD 83(1986)-  40 04 13.10689(N)    074 11 55.42696(W) AD(       ) 2
 KV5293  NAD 27      -  40 04 12.69300(N)    074 11 56.90200(W) AD(       ) 2
 KV5293
 KV5293.Superseded values are not recommended for survey control.
 KV5293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5293.See file dsdata.txt to determine how the superseded data were derived.
 KV5293
 KV5293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6832635868(NAD 83)
 KV5293_MARKER: H = DRILL HOLE
 KV5293_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KV5293_SP_SET: UNSPECIFIED SHALLOW SETTING (<10
 KV5293_STAMPING: US 1910
 KV5293_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5293+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1990
 KV5293
 KV5293  HISTORY     - Date     Condition        Report By
 KV5293  HISTORY     - 1932     MONUMENTED       CGS
 KV5293  HISTORY     - 1932     GOOD             CGS
 KV5293  HISTORY     - 19900810 GOOD             NJGS
 KV5293
 KV5293                          STATION DESCRIPTION
 KV5293
 KV5293'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV5293'STATION CHRISTOPHER 2 IS IN EVERGREEN CEMETERY, 1-1/2 MILES SE OF
 KV5293'LAKEWOOD, NEW JERSEY, ON THE W SIDE OF THE CEMETERY, NEAR A SMALL
 KV5293'AND AN OLD WINDMILL TOWER.  FROM LAKEWOOD GO S 1-1/2 MILES FROM
 KV5293'HIGHWAY 35 AND MAIN STREET ON HIGHWAY 9 TO PAUL KIMBALL
 KV5293'HOSPITAL.  TURN LEFT JUST BEYOND HOSPITAL AND GO E 1 MILE ON
 KV5293'DIRT ROAD TO EVERGREEN CEMETERY.  STATION IS IN W EDGE OF
 KV5293'CEMETERY 14 METERS WSW OF CEMETERY ROAD.
 KV5293'
 KV5293'A DIRECT CONNECTION WAS MADE TO A 4-INCH SQUARE MARBLE POST
 KV5293'MARKED U.S. 1910.  THIS POST IS IN THE ROADWAY FLUSH WITH
 KV5293'SURFACE, 10 METERS S OF GRANITE STONE MARKED BRADSHAW.
 KV5293
 KV5293                          STATION RECOVERY (1932)
 KV5293
 KV5293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 KV5293'RECOVERED IN GOOD CONDITION.
 KV5293
 KV5293                          STATION RECOVERY (1990)
 KV5293
 KV5293'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5293'THE STATION IS LOCATED IN LAKEWOOD TOWNSHIP ON THE GROUNDS OF THE
 KV5293'EVERGREEN CEMETERY.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 KV5293'ROUTE 9 AND N.J. ROUTE 88, GO SOUTH ON U.S. ROUTE 9 FOR 1.25 MI
 KV5293'(2.01 KM) TO THE JUNCTION WITH SPRUCE STREET ON THE LEFT, SOUTHEAST
 KV5293'OF THE KIMBALL MEDICAL CENTER.  TURN LEFT ON SPRUCE STREET AND GO 0.9
 KV5293'MI (1.4 KM) TO THE CEMETERY GATES, GO THROUGH THE GATES AND GO 0.1 MI
 KV5293'(0.2 KM) TO THE THIRD DRIVE ON THE LEFT, PROCEED UP THE THIRD DRIVE
 KV5293'ON THE LEFT FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT IN THE
 KV5293'PAVED ROAD.  THE STATION IS A 6 INCH SQUARE MARBLE MONUMENT WITH CUT
 KV5293'CROSS AND 1 CM DIAMETER DRILL HOLE INSCRIBED WITH THE INITIALS US AND
 KV5293'PARTIALLY DISCERNIBLE NUMBERS 9 1, SET FLUSH WITH THE GROUND.  THE
 KV5293'STATION IS 9.3 M (30.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KV5293'BRADSHAW GRAVESTONE, 11.1 M (36.4 FT) SOUTHEAST OF THE WESTERNMOST
 KV5293'TREE OF A GROUP OF TREES, 12.2 M (40.0 FT) NORTHEAST OF A GRAVESTONE
 KV5293'MARKER FOR GARDNER AND 1.6 M (5.2 FT) SOUTH OF THE NORTH EDGE OF THE
 KV5293'PAVING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0368 ***********************************************************************
 JU0368  DESIGNATION -  USE
 JU0368  PID         -  JU0368
 JU0368  STATE/COUNTY-  NJ/CAPE MAY
 JU0368  USGS QUAD   -  OCEAN CITY (1994)
 JU0368
 JU0368                         *CURRENT SURVEY CONTROL
 JU0368  ___________________________________________________________________
 JU0368* NAD 83(1986)-  39 16 56.     (N)    074 34 51.     (W)     SCALED    
 JU0368* NAVD 88     -         1.657  (meters)       5.44   (feet)  ADJUSTED  
 JU0368  ___________________________________________________________________
 JU0368  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 JU0368  DYNAMIC HT  -           1.656 (meters)       5.43  (feet)  COMP
 JU0368  MODELED GRAV-     980,098.7   (mgal)                       NAVD 88
 JU0368
 JU0368  VERT ORDER  -  FIRST     CLASS I
 JU0368
 JU0368.The horizontal coordinates were scaled from a topographic map and have
 JU0368.an estimated accuracy of +/- 6 seconds.
 JU0368
 JU0368.The orthometric height was determined by differential leveling
 JU0368.and adjusted by the National Geodetic Survey in June 1991..
 JU0368
 JU0368.The geoid height was determined by GEOID03.
 JU0368
 JU0368.The dynamic height is computed by dividing the NAVD 88
 JU0368.geopotential number by the normal gravity value computed on the
 JU0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0368.degrees latitude (g = 980.6199 gals.).
 JU0368
 JU0368.The modeled gravity was interpolated from observed gravity values.
 JU0368
 JU0368;                    North         East    Units  Estimated Accuracy
 JU0368;SPC NJ       -    49,830.      143,030.      MT  (+/- 180 meters Scaled)
 JU0368
 JU0368                          SUPERSEDED SURVEY CONTROL
 JU0368
 JU0368  NGVD 29 (04/16/92)    2.044  (m)            6.71   (f) ADJUSTED    1 1
 JU0368
 JU0368.Superseded values are not recommended for survey control.
 JU0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0368.See file dsdata.txt to determine how the superseded data were derived.
 JU0368
 JU0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ361481(NAD 83)
 JU0368_MARKER: X = CHISELED CROSS
 JU0368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0368_SP_SET: BRIDGE
 JU0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0368
 JU0368  HISTORY     - Date     Condition        Report By
 JU0368  HISTORY     - UNK      MONUMENTED       DOD
 JU0368  HISTORY     - 1964     GOOD             CGS
 JU0368
 JU0368                          STATION DESCRIPTION
 JU0368
 JU0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0368'AT OCEAN CITY.
 JU0368'AT OCEAN CITY, AT THE SOUTH END OF THE OCEAN CITY SOMERS POINT
 JU0368'BRIDGE, A 3-INCH CHISELED CROSS IN THE TOP OF THE NORTHEAST END
 JU0368'OF THE NORTHEAST CONCRETE WING WALL OF THE BRIDGE, 13.6 FEET
 JU0368'NORTHEAST OF THE NORTHEAST CURB AND ABOUT 0.5 FOOT ABOVE THE
 JU0368'LEVEL OF THE HIGHWAY.  NOTE-- OCEAN CITY (FOOT OF 9TH STREET).
 JU0368'BACK THOROFARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0367 ***********************************************************************
 JU0367  DESIGNATION -  USE RM 1
 JU0367  PID         -  JU0367
 JU0367  STATE/COUNTY-  NJ/CAPE MAY
 JU0367  USGS QUAD   -  OCEAN CITY (1994)
 JU0367
 JU0367                         *CURRENT SURVEY CONTROL
 JU0367  ___________________________________________________________________
 JU0367* NAD 83(1986)-  39 16 55.     (N)    074 34 52.     (W)     SCALED    
 JU0367* NAVD 88     -         1.884  (meters)       6.18   (feet)  ADJUSTED  
 JU0367  ___________________________________________________________________
 JU0367  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 JU0367  DYNAMIC HT  -           1.883 (meters)       6.18  (feet)  COMP
 JU0367  MODELED GRAV-     980,098.7   (mgal)                       NAVD 88
 JU0367
 JU0367  VERT ORDER  -  FIRST     CLASS I
 JU0367
 JU0367.The horizontal coordinates were scaled from a topographic map and have
 JU0367.an estimated accuracy of +/- 6 seconds.
 JU0367
 JU0367.The orthometric height was determined by differential leveling
 JU0367.and adjusted by the National Geodetic Survey in June 1991..
 JU0367
 JU0367.The geoid height was determined by GEOID03.
 JU0367
 JU0367.The dynamic height is computed by dividing the NAVD 88
 JU0367.geopotential number by the normal gravity value computed on the
 JU0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0367.degrees latitude (g = 980.6199 gals.).
 JU0367
 JU0367.The modeled gravity was interpolated from observed gravity values.
 JU0367
 JU0367;                    North         East    Units  Estimated Accuracy
 JU0367;SPC NJ       -    49,800.      143,000.      MT  (+/- 180 meters Scaled)
 JU0367
 JU0367                          SUPERSEDED SURVEY CONTROL
 JU0367
 JU0367  NGVD 29 (04/16/92)    2.282  (m)            7.49   (f) ADJUSTED    1 1
 JU0367
 JU0367.Superseded values are not recommended for survey control.
 JU0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0367.See file dsdata.txt to determine how the superseded data were derived.
 JU0367
 JU0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ361481(NAD 83)
 JU0367_MARKER: X = CHISELED CROSS
 JU0367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0367_SP_SET: BRIDGE
 JU0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0367
 JU0367  HISTORY     - Date     Condition        Report By
 JU0367  HISTORY     - UNK      MONUMENTED       DOD
 JU0367  HISTORY     - 1964     GOOD             CGS
 JU0367
 JU0367                          STATION DESCRIPTION
 JU0367
 JU0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0367'AT OCEAN CITY.
 JU0367'AT OCEAN CITY, AT THE SOUTH END OF THE OCEAN CITY SOMERS POINT
 JU0367'BRIDGE, A CHISELED CROSS IN THE OUTSIDE BASE OF THE GUARD RAIL
 JU0367'ON THE SOUTHWEST SIDE AT THE SOUTH END OF THE BRIDGE, NEAR THE
 JU0367'LAST POST OF THE GUARD RAIL, 1.7 FEET SOUTHWEST OF THE SOUTHWEST
 JU0367'CURB OF THE BRIDGE, 13.7 FEET SOUTH-SOUTHEAST OF BENCH MARK BANK
 JU0367'1932 AZI. DESCRIBED, ABOUT 6 INCHES ABOVE THE LEVEL OF THE BRIDGE
 JU0367'FLOOR.  NOTE-- OCEAN CITY (FOOT OF 9TH STREET), BACK THOROFARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0714 ***********************************************************************
 KV0714  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0714  DESIGNATION -  USED
 KV0714  PID         -  KV0714
 KV0714  STATE/COUNTY-  NJ/MONMOUTH
 KV0714  USGS QUAD   -  SANDY HOOK (1981)
 KV0714
 KV0714                         *CURRENT SURVEY CONTROL
 KV0714  ___________________________________________________________________
 KV0714* NAD 83(1986)-  40 27 40.     (N)    074 00 14.     (W)     SCALED    
 KV0714* NAVD 88     -         2.058  (meters)       6.75   (feet)  ADJUSTED  
 KV0714  ___________________________________________________________________
 KV0714  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KV0714  DYNAMIC HT  -           2.057 (meters)       6.75  (feet)  COMP
 KV0714  MODELED GRAV-     980,202.7   (mgal)                       NAVD 88
 KV0714
 KV0714  VERT ORDER  -  FIRST     CLASS II
 KV0714
 KV0714.The horizontal coordinates were scaled from a topographic map and have
 KV0714.an estimated accuracy of +/- 6 seconds.
 KV0714
 KV0714.The orthometric height was determined by differential leveling
 KV0714.and adjusted by the National Geodetic Survey in May 2006..
 KV0714.No vertical observational check was made to the station.
 KV0714
 KV0714.This Tidal Bench Mark is designated as VM 15584
 KV0714.by the Center for Operational Oceanographic Products and Services.
 KV0714
 KV0714.The geoid height was determined by GEOID03.
 KV0714
 KV0714.The dynamic height is computed by dividing the NAVD 88
 KV0714.geopotential number by the normal gravity value computed on the
 KV0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0714.degrees latitude (g = 980.6199 gals.).
 KV0714
 KV0714.The modeled gravity was interpolated from observed gravity values.
 KV0714
 KV0714;                    North         East    Units  Estimated Accuracy
 KV0714;SPC NJ       -   180,830.      192,070.      MT  (+/- 180 meters Scaled)
 KV0714
 KV0714                          SUPERSEDED SURVEY CONTROL
 KV0714
 KV0714  NAVD 88 (09/26/96)    2.060  (m)            6.76   (f) UNKNOWN     1 2
 KV0714  NAVD 88 (06/15/91)    2.064  (m)            6.77   (f) UNKNOWN     1 2
 KV0714  NGVD 29 (04/16/92)    2.383  (m)            7.82   (f) ADJUSTED    1 2
 KV0714
 KV0714.Superseded values are not recommended for survey control.
 KV0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0714.See file dsdata.txt to determine how the superseded data were derived.
 KV0714
 KV0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK844794(NAD 83)
 KV0714_MARKER: B = BOLT
 KV0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0714_MARK LOGO: NONE  
 KV0714_PROJECTION: FLUSH
 KV0714_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0714+STABILITY: SURFACE MOTION
 KV0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0714+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003
 KV0714
 KV0714  HISTORY     - Date     Condition        Report By
 KV0714  HISTORY     - UNK      MONUMENTED       USE
 KV0714  HISTORY     - 1964     GOOD             CGS
 KV0714  HISTORY     - 19950623 GOOD             NJGS
 KV0714  HISTORY     - 19950728 POOR             USPSQD
 KV0714  HISTORY     - 20030714 POOR             NJGS
 KV0714
 KV0714                          STATION DESCRIPTION
 KV0714
 KV0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0714'AT FORT HANCOCK.
 KV0714'AT FORT HANCOCK, ALONG HUDSON ROAD, ACROSS THE ROAD FROM THE
 KV0714'U.S. ARMY POST HEADQUARTERS, AT THE NORTH END OF PERSHING
 KV0714'FIELD, AT THE FLAG POLE, 38.5 FEET NORTH OF THE FLAGPOLE, 32.0
 KV0714'FEET SOUTHWEST OF THE CENTER LINE OF HUDSON ROAD, 13.0 FEET
 KV0714'NORTHWEST OF THE NORTHWEST EDGE OF SIDEWALK, ABOUT LEVEL WITH
 KV0714'HUDSON ROAD AND SET IN THE TOP OF A CONCRETE POST WHICH
 KV0714'PROJECTS ABOUT 1-INCH ABOVE THE SURFACE OF THE GROUND.
 KV0714
 KV0714                          STATION RECOVERY (1995)
 KV0714
 KV0714'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 KV0714'THE STATION IS LOCATED ON THE SANDY HOOK PENINSULA ON THE GROUNDS OF
 KV0714'THE FORT HANCOCK MILITARY RESERVATION, A PART OF THE GATEWAY NATIONAL
 KV0714'RECREATION AREA.  TO REACH THE STATION FROM THE SANDY HOOK RANGER
 KV0714'STATION AT THE ENTRANCE TO THE GATEWAY NATIONAL RECREATION AREA AT THE
 KV0714'DIVIDED ROADWAY, GO 2.45 MI (3.94 KM) NORTH ON THE PAVED ROAD, WHICH
 KV0714'BECOMES KNOWN AS HARTSHORNE DRIVE TO THE TEE JUNCTION WITH HUDSON ROAD
 KV0714'ON THE RIGHT.  TURN RIGHT AND GO 0.05 MI (0.08 KM) EAST ON HUDSON ROAD
 KV0714'TO THE STATION ON THE RIGHT, SET FLUSH WITH THE LAWN, DIRECTLY
 KV0714'OPPOSITE FROM THE FORMER U.S.  ARMY POST HEADQUARTERS BUILDING, NOW
 KV0714'USED AS THE PARK HEAQUARTERS.
 KV0714
 KV0714                          STATION RECOVERY (1995)
 KV0714
 KV0714'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0714'MARK RECOVERED IN POOR CONDITION.
 KV0714
 KV0714                          STATION RECOVERY (2003)
 KV0714
 KV0714'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2003 (RJK)
 KV0714'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2625 ***********************************************************************
 JU2625  DESIGNATION -  USN HYDRO RM NEAR FORKED R 2
 JU2625  PID         -  JU2625
 JU2625  STATE/COUNTY-  NJ/OCEAN
 JU2625  USGS QUAD   -  BARNEGAT LIGHT (1989)
 JU2625
 JU2625                         *CURRENT SURVEY CONTROL
 JU2625  ___________________________________________________________________
 JU2625* NAD 83(1996)-  39 48 10.15305(N)    074 05 35.75411(W)     ADJUSTED  
 JU2625* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 JU2625  ___________________________________________________________________
 JU2625  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 JU2625  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JU2625
 JU2625  HORZ ORDER  -  SECOND
 JU2625
 JU2625.The horizontal coordinates were established by classical geodetic methods
 JU2625.and adjusted by the National Geodetic Survey in September 1999..
 JU2625
 JU2625.The orthometric height was scaled from a topographic map.
 JU2625
 JU2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2625
 JU2625.The geoid height was determined by GEOID03.
 JU2625
 JU2625;                    North         East     Units Scale Factor Converg.
 JU2625;SPC NJ       -   107,702.332   184,828.934   MT  0.99991493   +0 15 37.3
 JU2625;SPC NJ       -   353,353.40    606,392.93   sFT  0.99991493   +0 15 37.3
 JU2625;UTM  18      - 4,406,265.769   577,621.380   MT  0.99967417   +0 34 49.7
 JU2625
 JU2625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2625!SPC NJ       -   1.00000465  x   0.99991493  =   0.99991958
 JU2625!UTM  18      -   1.00000465  x   0.99967417  =   0.99967882
 JU2625
 JU2625                          SUPERSEDED SURVEY CONTROL
 JU2625
 JU2625  NAD 83(1986)-  39 48 10.14447(N)    074 05 35.74780(W) AD(       ) 2
 JU2625  NAD 27      -  39 48 09.71170(N)    074 05 37.26380(W) AD(       ) 2
 JU2625
 JU2625.Superseded values are not recommended for survey control.
 JU2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2625.See file dsdata.txt to determine how the superseded data were derived.
 JU2625
 JU2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7762106266(NAD 83)
 JU2625_MARKER: DR = REFERENCE MARK DISK
 JU2625_SETTING: 0 = UNSPECIFIED SETTING
 JU2625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2625
 JU2625  HISTORY     - Date     Condition        Report By
 JU2625  HISTORY     - 1962     MONUMENTED       CGS
 JU2625
 JU2625                          STATION DESCRIPTION
 JU2625
 JU2625'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JU2625'TO REACH THE STATION FROM THE SEASIDE PARK MUNICIPAL BUILDING
 JU2625'IN THE MIDDLE OF CENTRAL AVENUE IN SEASIDE PARK, GO SOUTH ON
 JU2625'CENTRAL AVENUE FOR 0.95 MILE TO THE ENTRANCE INTO ISLAND BEACH
 JU2625'STATE PARK.  CONTINUE SOUTH ON A PAVED ROAD FOR 4.8 MILES TO A
 JU2625'SMALL BUILDING IN THE CENTER OF THE ROAD AND SIGN NO PICNICS
 JU2625'BEYOND THIS POINT.  CONTINUE SOUTH ON THE PAVED ROAD FOR 2.15
 JU2625'MILES TO A HOUSE (DIVISION OF FISH AND GAME MARINE FISHERIES
 JU2625'LAB.) ON THE LEFT AND THE STATION SOUTHWEST OF THE HOUSE.
 JU2625'
 JU2625'USN HYDROGRAPHIC R.M. IS A STANDARD U.S. NAVY HYDROGRAPHIC
 JU2625'REFERENCE MARK DISK WITH NO STAMPINGS SET IN CONCRETE IN AN 8
 JU2625'INCH TILE THAT IS REINFORCED BY CONCRETE AND IS FLUSH WITH THE
 JU2625'GROUND.  IT IS 55 FEET EAST OF THE NORTHEAST CORNER OF THE
 JU2625'HOUSE AND 48 FEET NORTHEAST OF THE EAST ENTRANCE TO HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0612 ***********************************************************************
 JU0612  DESIGNATION -  UU 21
 JU0612  PID         -  JU0612
 JU0612  STATE/COUNTY-  NJ/CAMDEN
 JU0612  USGS QUAD   -  HAMMONTON (1981)
 JU0612
 JU0612                         *CURRENT SURVEY CONTROL
 JU0612  ___________________________________________________________________
 JU0612* NAD 83(1986)-  39 39 43.     (N)    074 51 08.     (W)     SCALED    
 JU0612* NAVD 88     -        30.853  (meters)     101.22   (feet)  ADJUSTED  
 JU0612  ___________________________________________________________________
 JU0612  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JU0612  DYNAMIC HT  -          30.837 (meters)     101.17  (feet)  COMP
 JU0612  MODELED GRAV-     980,131.2   (mgal)                       NAVD 88
 JU0612
 JU0612  VERT ORDER  -  SECOND    CLASS 0
 JU0612
 JU0612.The horizontal coordinates were scaled from a topographic map and have
 JU0612.an estimated accuracy of +/- 6 seconds.
 JU0612
 JU0612.The orthometric height was determined by differential leveling
 JU0612.and adjusted by the National Geodetic Survey in June 1991..
 JU0612
 JU0612.The geoid height was determined by GEOID03.
 JU0612
 JU0612.The dynamic height is computed by dividing the NAVD 88
 JU0612.geopotential number by the normal gravity value computed on the
 JU0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0612.degrees latitude (g = 980.6199 gals.).
 JU0612
 JU0612.The modeled gravity was interpolated from observed gravity values.
 JU0612
 JU0612;                    North         East    Units  Estimated Accuracy
 JU0612;SPC NJ       -    92,040.      119,780.      MT  (+/- 180 meters Scaled)
 JU0612
 JU0612                          SUPERSEDED SURVEY CONTROL
 JU0612
 JU0612  NGVD 29 (??/??/??)   31.221  (m)          102.43   (f) ADJUSTED    2 0
 JU0612
 JU0612.Superseded values are not recommended for survey control.
 JU0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0612.See file dsdata.txt to determine how the superseded data were derived.
 JU0612
 JU0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ126902(NAD 83)
 JU0612_MARKER: DD = SURVEY DISK
 JU0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0612_STAMPING: UU 21 1935
 JU0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0612+STABILITY: SURFACE MOTION
 JU0612
 JU0612  HISTORY     - Date     Condition        Report By
 JU0612  HISTORY     - 1935     MONUMENTED       CGS
 JU0612  HISTORY     - 1936     GOOD             CGS
 JU0612
 JU0612                          STATION DESCRIPTION
 JU0612
 JU0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0612'0.2 MI SW FROM WINSLOW JUNCTION.
 JU0612'0.2 MILE SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 JU0612'THE STATION AT WINSLOW JUNCTION, CAMDEN COUNTY, AT A HIGHWAY
 JU0612'CROSSING, ABOUT 60 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 JU0612'AND 30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 JU0612'DISK, STAMPED UU 21 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JU0612
 JU0612                          STATION RECOVERY (1936)
 JU0612
 JU0612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 JU0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0465 ***********************************************************************
 JU0465  DESIGNATION -  UX 8
 JU0465  PID         -  JU0465
 JU0465  STATE/COUNTY-  NJ/CUMBERLAND
 JU0465  USGS QUAD   -  HEISLERVILLE (1977)
 JU0465
 JU0465                         *CURRENT SURVEY CONTROL
 JU0465  ___________________________________________________________________
 JU0465* NAD 83(1986)-  39 12 51.     (N)    074 57 10.     (W)     SCALED    
 JU0465* NAVD 88     -         2.877  (meters)       9.44   (feet)  ADJUSTED  
 JU0465  ___________________________________________________________________
 JU0465  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 JU0465  DYNAMIC HT  -           2.876 (meters)       9.44  (feet)  COMP
 JU0465  MODELED GRAV-     980,090.2   (mgal)                       NAVD 88
 JU0465
 JU0465  VERT ORDER  -  FIRST     CLASS II
 JU0465
 JU0465.The horizontal coordinates were scaled from a topographic map and have
 JU0465.an estimated accuracy of +/- 6 seconds.
 JU0465
 JU0465.The orthometric height was determined by differential leveling
 JU0465.and adjusted by the National Geodetic Survey in June 1991..
 JU0465
 JU0465.The geoid height was determined by GEOID03.
 JU0465
 JU0465.The dynamic height is computed by dividing the NAVD 88
 JU0465.geopotential number by the normal gravity value computed on the
 JU0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0465.degrees latitude (g = 980.6199 gals.).
 JU0465
 JU0465.The modeled gravity was interpolated from observed gravity values.
 JU0465
 JU0465;                    North         East    Units  Estimated Accuracy
 JU0465;SPC NJ       -    42,370.      110,900.      MT  (+/- 180 meters Scaled)
 JU0465
 JU0465                          SUPERSEDED SURVEY CONTROL
 JU0465
 JU0465  NGVD 29 (01/10/92)    3.244  (m)           10.64   (f) ADJUSTED    1 2
 JU0465
 JU0465.Superseded values are not recommended for survey control.
 JU0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0465.See file dsdata.txt to determine how the superseded data were derived.
 JU0465
 JU0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ040405(NAD 83)
 JU0465_MARKER: DB = BENCH MARK DISK
 JU0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0465_STAMPING: 10.702 UX 8 1930
 JU0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0465+STABILITY: SURFACE MOTION
 JU0465
 JU0465  HISTORY     - Date     Condition        Report By
 JU0465  HISTORY     - 1930     MONUMENTED       CGS
 JU0465  HISTORY     - 1934     GOOD             CGS
 JU0465  HISTORY     - 1979     GOOD             NGS
 JU0465  HISTORY     - 19950129 GOOD             USPSQD
 JU0465
 JU0465                          STATION DESCRIPTION
 JU0465
 JU0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0465'AT DELMONT.
 JU0465'AT DELMONT, CUMBERLAND COUNTY, ON STATE HIGHWAY 47 ON THE PROPERTY
 JU0465'OF HOWARD CORSON (IN 1934), 101.1 FEET SOUTHWEST OF THE CORSON
 JU0465'HOUSE, 28.2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND
 JU0465'23.3 FEET NORTHEAST OF POLE BT 32576.  A STANDARD DISK, STAMPED
 JU0465'10.702 UX 8 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU0465'2 INCHES ABOVE GROUND.
 JU0465
 JU0465                          STATION RECOVERY (1934)
 JU0465
 JU0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JU0465'RECOVERED IN GOOD CONDITION.
 JU0465
 JU0465                          STATION RECOVERY (1979)
 JU0465
 JU0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0465'183.0 FEET EAST OF THE EXTENDED CENTER LINE OF MOORES BEACH ROAD.
 JU0465'THE MARK IS 1 FT  W FROM A WITNESS POST.
 JU0465
 JU0465                          STATION RECOVERY (1995)
 JU0465
 JU0465'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0680 ***********************************************************************
 JU0680  DESIGNATION -  V 10
 JU0680  PID         -  JU0680
 JU0680  STATE/COUNTY-  NJ/CAMDEN
 JU0680  USGS QUAD   -  CAMDEN (1995)
 JU0680
 JU0680                         *CURRENT SURVEY CONTROL
 JU0680  ___________________________________________________________________
 JU0680* NAD 83(1986)-  39 53 43.     (N)    075 07 09.     (W)     SCALED    
 JU0680* NAVD 88     -         5.686  (meters)      18.65   (feet)  POSTED    
 JU0680  ___________________________________________________________________
 JU0680  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JU0680  DYNAMIC HT  -           5.680 (meters)      18.64  (feet)  COMP
 JU0680  MODELED GRAV-     980,186.4   (mgal)                       NAVD 88
 JU0680
 JU0680  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0680
 JU0680.The horizontal coordinates were scaled from a topographic map and have
 JU0680.an estimated accuracy of +/- 6 seconds.
 JU0680
 JU0680.The orthometric height was determined by differential leveling
 JU0680.and adjusted by the National Geodetic Survey in 1992..
 JU0680.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0680.rate of 0.0 thru 1.0 mm/km.
 JU0680
 JU0680.The geoid height was determined by GEOID03.
 JU0680
 JU0680.The dynamic height is computed by dividing the NAVD 88
 JU0680.geopotential number by the normal gravity value computed on the
 JU0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0680.degrees latitude (g = 980.6199 gals.).
 JU0680
 JU0680.The modeled gravity was interpolated from observed gravity values.
 JU0680
 JU0680;                    North         East    Units  Estimated Accuracy
 JU0680;SPC NJ       -   118,070.       97,050.      MT  (+/- 180 meters Scaled)
 JU0680
 JU0680                          SUPERSEDED SURVEY CONTROL
 JU0680
 JU0680  NGVD 29 (??/??/??)    6.053  (m)           19.86   (f) ADJUSTED    1 2
 JU0680
 JU0680.Superseded values are not recommended for survey control.
 JU0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0680.See file dsdata.txt to determine how the superseded data were derived.
 JU0680
 JU0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK898161(NAD 83)
 JU0680_MARKER: DB = BENCH MARK DISK
 JU0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0680_STAMPING: 19.859 V 10 1930
 JU0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0680+STABILITY: SURFACE MOTION
 JU0680
 JU0680  HISTORY     - Date     Condition        Report By
 JU0680  HISTORY     - 1930     MONUMENTED       CGS
 JU0680  HISTORY     - 1946     GOOD             CGS
 JU0680  HISTORY     - 19941120 MARK NOT FOUND   USPSQD
 JU0680
 JU0680                          STATION DESCRIPTION
 JU0680
 JU0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0680'AT GLOUCESTER.
 JU0680'AT GLOUCESTER, CAMDEN COUNTY, ON THE PENNSYLVANIA-READING SEASHORE
 JU0680'LINES, AT THE STATION, AND IN THE BRICK WALL AT THE NORTHEAST
 JU0680'CORNER OF THE TICKET OFFICE.  A STANDARD DISK, STAMPED 19.859 V 10
 JU0680'1930 AND SET IN THE TOP OF A CONCRETE POST.
 JU0680
 JU0680                          STATION RECOVERY (1946)
 JU0680
 JU0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 JU0680'RECOVERED IN GOOD CONDITION.
 JU0680
 JU0680                          STATION RECOVERY (1994)
 JU0680
 JU0680'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3432 ***********************************************************************
 KV3432  DESIGNATION -  V 101
 KV3432  PID         -  KV3432
 KV3432  STATE/COUNTY-  NJ/PASSAIC
 KV3432  USGS QUAD   -  PATERSON (1995)
 KV3432
 KV3432                         *CURRENT SURVEY CONTROL
 KV3432  ___________________________________________________________________
 KV3432* NAD 83(1986)-  40 54 31.     (N)    074 13 18.     (W)     SCALED    
 KV3432* NAVD 88     -       102.377  (meters)     335.88   (feet)  ADJUSTED  
 KV3432  ___________________________________________________________________
 KV3432  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KV3432  DYNAMIC HT  -         102.334 (meters)     335.74  (feet)  COMP
 KV3432  MODELED GRAV-     980,205.3   (mgal)                       NAVD 88
 KV3432
 KV3432  VERT ORDER  -  FIRST     CLASS II
 KV3432
 KV3432.The horizontal coordinates were scaled from a topographic map and have
 KV3432.an estimated accuracy of +/- 6 seconds.
 KV3432
 KV3432.The orthometric height was determined by differential leveling
 KV3432.and adjusted by the National Geodetic Survey in June 1991..
 KV3432
 KV3432.The geoid height was determined by GEOID03.
 KV3432
 KV3432.The dynamic height is computed by dividing the NAVD 88
 KV3432.geopotential number by the normal gravity value computed on the
 KV3432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3432.degrees latitude (g = 980.6199 gals.).
 KV3432
 KV3432.The modeled gravity was interpolated from observed gravity values.
 KV3432
 KV3432;                    North         East    Units  Estimated Accuracy
 KV3432;SPC NJ       -   230,440.      173,450.      MT  (+/- 180 meters Scaled)
 KV3432
 KV3432                          SUPERSEDED SURVEY CONTROL
 KV3432
 KV3432  NGVD 29 (??/??/??)  102.686  (m)          336.90   (f) ADJUSTED    1 2
 KV3432
 KV3432.Superseded values are not recommended for survey control.
 KV3432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3432.See file dsdata.txt to determine how the superseded data were derived.
 KV3432
 KV3432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL655289(NAD 83)
 KV3432_MARKER: DB = BENCH MARK DISK
 KV3432_SETTING: 66 = SET IN ROCK OUTCROP
 KV3432_SP_SET: ROCK OUTCROP
 KV3432_STAMPING: V 101 1979
 KV3432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV3432+STABILITY: POSITION/ELEVATION WELL
 KV3432
 KV3432  HISTORY     - Date     Condition        Report By
 KV3432  HISTORY     - 1979     MONUMENTED       NGS
 KV3432
 KV3432                          STATION DESCRIPTION
 KV3432
 KV3432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3432'0.55 MI NNW FROM TOTOWA.
 KV3432'0.55 MILES NORTH-NORTHWEST ALONG TOTOWA ROAD FROM THE BOROUGH OF
 KV3432'TOTOWA MUNICIPAL BUILDING IN TOTOWA TO THE MARK ON THE RIGHT, IN
 KV3432'BEDROCK FLUSH WITH THE GROUND BEHIND HOUSE 710, 94.5 FEET EAST OF
 KV3432'THE CENTER LINE OF THE ROAD, 19 FEET SOUTH OF THE CENTER OF THE PAVED
 KV3432'DRIVEWAY, 21.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 KV3432'17 FEET NORTH OF A 18-INCH MAPLE TREE.
 KV3432'THE MARK IS 2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2245 ***********************************************************************
 LY2245  DESIGNATION -  V 102
 LY2245  PID         -  LY2245
 LY2245  STATE/COUNTY-  NJ/PASSAIC
 LY2245  USGS QUAD   -  WAWAYANDA (1994)
 LY2245
 LY2245                         *CURRENT SURVEY CONTROL
 LY2245  ___________________________________________________________________
 LY2245* NAD 83(1986)-  41 07 30.     (N)    074 25 12.     (W)     SCALED    
 LY2245* NAVD 88     -       341.489  (meters)    1120.37   (feet)  ADJUSTED  
 LY2245  ___________________________________________________________________
 LY2245  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 LY2245  DYNAMIC HT  -         341.335 (meters)    1119.86  (feet)  COMP
 LY2245  MODELED GRAV-     980,163.8   (mgal)                       NAVD 88
 LY2245
 LY2245  VERT ORDER  -  FIRST     CLASS II
 LY2245
 LY2245.The horizontal coordinates were scaled from a topographic map and have
 LY2245.an estimated accuracy of +/- 6 seconds.
 LY2245
 LY2245.The orthometric height was determined by differential leveling
 LY2245.and adjusted by the National Geodetic Survey in June 1991..
 LY2245
 LY2245.The geoid height was determined by GEOID03.
 LY2245
 LY2245.The dynamic height is computed by dividing the NAVD 88
 LY2245.geopotential number by the normal gravity value computed on the
 LY2245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2245.degrees latitude (g = 980.6199 gals.).
 LY2245
 LY2245.The modeled gravity was interpolated from observed gravity values.
 LY2245
 LY2245;                    North         East    Units  Estimated Accuracy
 LY2245;SPC NJ       -   254,430.      156,720.      MT  (+/- 180 meters Scaled)
 LY2245
 LY2245                          SUPERSEDED SURVEY CONTROL
 LY2245
 LY2245  NGVD 29 (??/??/92)  341.791  (m)         1121.36   (f) ADJ UNCH    1 2
 LY2245
 LY2245.Superseded values are not recommended for survey control.
 LY2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2245.See file dsdata.txt to determine how the superseded data were derived.
 LY2245
 LY2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL486527(NAD 83)
 LY2245_MARKER: DB = BENCH MARK DISK
 LY2245_SETTING: 80 = SET IN A BOULDER
 LY2245_SP_SET: BOULDER
 LY2245_STAMPING: V 102 1979
 LY2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2245+STABILITY: SURFACE MOTION
 LY2245
 LY2245  HISTORY     - Date     Condition        Report By
 LY2245  HISTORY     - 1979     MONUMENTED       NGS
 LY2245  HISTORY     - 19950904 GOOD             USPSQD
 LY2245
 LY2245                          STATION DESCRIPTION
 LY2245
 LY2245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2245'5.85 MI NE FROM NEWFOUNDLAND.
 LY2245'5.85 MILES NORTH-NORTHEAST ALONG CLINTON ROAD FROM THE JUNCTION
 LY2245'OF STATE ROUTE 23 IN NEWFOUNDLAND TO THE MARK ON THE LEFT, IN TOP
 LY2245'AND IN THE CENTER OF A 7X9-FOOT FLAT INBEDED BOLDER PROJECTING
 LY2245'1 FOOT ABOVE THE GROUND, 71 FEET NORTHWEST OF THE CENTER OF THE ROAD,
 LY2245'39 FEET NORTHWEST AND IN LINE WITH A 36-INCH TRIANGLE BLAZED PINE
 LY2245'TREE, 6.5 FEET SOUTH OF A 12-INCH TRIANGLE BLAZED ELM TREE, NOTE
 LY2245'SEVERAL ATTEMPTS WERE MADE TO DRIVE A ROD BUT WITH ALL THE ROCK IN
 LY2245'THE AREA ATTEMPTS WERE UNSUCCESSFUL.
 LY2245'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 LY2245'THE MARK IS 1 FT BELOW ROAD.
 LY2245
 LY2245                          STATION RECOVERY (1995)
 LY2245
 LY2245'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY2245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0168 ***********************************************************************
 KV0168  DESIGNATION -  V 12
 KV0168  PID         -  KV0168
 KV0168  STATE/COUNTY-  NJ/PASSAIC
 KV0168  USGS QUAD   -  PATERSON (1995)
 KV0168
 KV0168                         *CURRENT SURVEY CONTROL
 KV0168  ___________________________________________________________________
 KV0168* NAD 83(1986)-  40 53 46.     (N)    074 12 05.     (W)     SCALED    
 KV0168* NAVD 88     -        56.943  (meters)     186.82   (feet)  ADJUSTED  
 KV0168  ___________________________________________________________________
 KV0168  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KV0168  DYNAMIC HT  -          56.919 (meters)     186.74  (feet)  COMP
 KV0168  MODELED GRAV-     980,201.0   (mgal)                       NAVD 88
 KV0168
 KV0168  VERT ORDER  -  FIRST     CLASS II
 KV0168
 KV0168.The horizontal coordinates were scaled from a topographic map and have
 KV0168.an estimated accuracy of +/- 6 seconds.
 KV0168
 KV0168.The orthometric height was determined by differential leveling
 KV0168.and adjusted by the National Geodetic Survey in June 1991..
 KV0168
 KV0168.The geoid height was determined by GEOID03.
 KV0168
 KV0168.The dynamic height is computed by dividing the NAVD 88
 KV0168.geopotential number by the normal gravity value computed on the
 KV0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0168.degrees latitude (g = 980.6199 gals.).
 KV0168
 KV0168.The modeled gravity was interpolated from observed gravity values.
 KV0168
 KV0168;                    North         East    Units  Estimated Accuracy
 KV0168;SPC NJ       -   229,050.      175,160.      MT  (+/- 180 meters Scaled)
 KV0168
 KV0168                          SUPERSEDED SURVEY CONTROL
 KV0168
 KV0168  NGVD 29 (??/??/??)   57.228  (m)          187.76   (f) ADJUSTED    1 2
 KV0168
 KV0168.Superseded values are not recommended for survey control.
 KV0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0168.See file dsdata.txt to determine how the superseded data were derived.
 KV0168
 KV0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL672275(NAD 83)
 KV0168_MARKER: DB = BENCH MARK DISK
 KV0168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0168_SP_SET: BRIDGE
 KV0168_STAMPING: 187.756 V 12 1933
 KV0168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0168
 KV0168  HISTORY     - Date     Condition        Report By
 KV0168  HISTORY     - 1933     MONUMENTED       CGS
 KV0168  HISTORY     - 1967     GOOD             CGS
 KV0168
 KV0168                          STATION DESCRIPTION
 KV0168
 KV0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KV0168'1.5 MI W FROM PATERSON.
 KV0168'1-1/2 MILES WEST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV0168'RAILROAD FROM PATERSON, 50 FEET WEST OF MILEPOST 17, AT THE
 KV0168'BRIDGE OVER PASSAIC RIVER, IN THE TOP OF THE EAST ABUTMENT, 1
 KV0168'FOOT NORTH OF THE SOUTH END, 1 FOOT EAST OF THE WEST EDGE, 9
 KV0168'FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE
 KV0168'BASE OF THE RAIL.  A STANDARD DISK, STAMPED 187.756 V 12 1933.
 KV0168'NOTE-- THE MARK WAS RECOVERED IN GOOD CONDITION BUT THE DELAWARE,
 KV0168'LACKAWANNA AND WESTERN RAILROAD IS NO LONGER THERE AND THE EAST
 KV0168'ABUTMENT WHERE THE MARK IS LOCATED IS BEING DEMOLISHED AND A
 KV0168'BRIDGE FOR THE CROSSING OF INTERSTATE 80 IS BEING CONSTRUCTED IN
 KV0168'THE APPROXIMATE SAME LOCATION.  V 12 RESET 1967 WAS ESTABLISHED
 KV0168'ABOUT 300 FEET NORTH.  NOTE-- THE DISK WAS NOT REMOVED.  NOTE-- THE
 KV0168'DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV0168'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0705 ***********************************************************************
 LY0705  DESIGNATION -  V 13
 LY0705  PID         -  LY0705
 LY0705  STATE/COUNTY-  NJ/SUSSEX
 LY0705  USGS QUAD   -  HAMBURG (1976)
 LY0705
 LY0705                         *CURRENT SURVEY CONTROL
 LY0705  ___________________________________________________________________
 LY0705* NAD 83(1996)-  41 09 12.99356(N)    074 34 44.32196(W)     ADJUSTED  
 LY0705* NAVD 88     -       128.441  (meters)     421.39   (feet)  ADJUSTED  
 LY0705  ___________________________________________________________________
 LY0705  X           -   1,278,881.130 (meters)                     COMP
 LY0705  Y           -  -4,636,303.824 (meters)                     COMP
 LY0705  Z           -   4,175,346.051 (meters)                     COMP
 LY0705  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 LY0705  ELLIP HEIGHT-          95.99  (meters)          (10/23/02) GPS OBS
 LY0705  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 LY0705  DYNAMIC HT  -         128.387 (meters)     421.22  (feet)  COMP
 LY0705  MODELED GRAV-     980,200.4   (mgal)                       NAVD 88
 LY0705
 LY0705  HORZ ORDER  -  FIRST
 LY0705  VERT ORDER  -  FIRST     CLASS II
 LY0705  ELLP ORDER  -  FOURTH    CLASS I
 LY0705
 LY0705.The horizontal coordinates were established by GPS observations
 LY0705.and adjusted by the National Geodetic Survey in May 1999..
 LY0705
 LY0705.The orthometric height was determined by differential leveling
 LY0705.and adjusted by the National Geodetic Survey in June 1991..
 LY0705
 LY0705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY0705
 LY0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY0705
 LY0705.The ellipsoidal height was determined by GPS observations
 LY0705.and is referenced to NAD 83.
 LY0705
 LY0705.The geoid height was determined by GEOID03.
 LY0705
 LY0705.The dynamic height is computed by dividing the NAVD 88
 LY0705.geopotential number by the normal gravity value computed on the
 LY0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0705.degrees latitude (g = 980.6199 gals.).
 LY0705
 LY0705.The modeled gravity was interpolated from observed gravity values.
 LY0705
 LY0705;                    North         East     Units Scale Factor Converg.
 LY0705;SPC NJ       -   257,608.009   143,371.258   MT  0.99990054   -0 03 07.1
 LY0705;SPC NJ       -   845,168.94    470,377.20   sFT  0.99990054   -0 03 07.1
 LY0705;UTM  18      - 4,555,894.796   535,326.277   MT  0.99961536   +0 16 37.4
 LY0705
 LY0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY0705!SPC NJ       -   0.99998494  x   0.99990054  =   0.99988548
 LY0705!UTM  18      -   0.99998494  x   0.99961536  =   0.99960031
 LY0705
 LY0705                          SUPERSEDED SURVEY CONTROL
 LY0705
 LY0705  ELLIP H (05/14/99)   96.00   (m)                       GP(       ) 4 1
 LY0705  NAD 83(1996)-  41 09 12.99333(N)    074 34 44.32224(W) AD(       ) 1
 LY0705  NAD 83(1986)-  41 09 12.99418(N)    074 34 44.32170(W) AD(       ) 1
 LY0705  NAVD 88 (01/26/93)  128.44   (m)          421.4    (f) LEVELING    3  
 LY0705  NGVD 29 (??/??/92)  128.641  (m)          422.05   (f) ADJ UNCH    1 2
 LY0705
 LY0705.Superseded values are not recommended for survey control.
 LY0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0705.See file dsdata.txt to determine how the superseded data were derived.
 LY0705
 LY0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3532655895(NAD 83)
 LY0705_MARKER: DB = BENCH MARK DISK
 LY0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0705_SP_SET: CONCRETE POST
 LY0705_STAMPING: V 13 1933 422.050 FEET
 LY0705_MARK LOGO: CGS   
 LY0705_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0705+STABILITY: SURFACE MOTION
 LY0705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY0705+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 LY0705
 LY0705  HISTORY     - Date     Condition        Report By
 LY0705  HISTORY     - 1933     MONUMENTED       CGS
 LY0705  HISTORY     - 1944     GOOD             NGS
 LY0705  HISTORY     - 1974     GOOD             PAS
 LY0705  HISTORY     - 19910417 GOOD             NJGS
 LY0705  HISTORY     - 19930914 GOOD             NJGS
 LY0705  HISTORY     - 20020716 GOOD             AASCO
 LY0705  HISTORY     - 20060918 GOOD             AASCO
 LY0705
 LY0705                          STATION DESCRIPTION
 LY0705
 LY0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 LY0705'AT HAMBURG.
 LY0705'AT HAMBURG, SUSSEX COUNTY, 75 FEET WEST OF THE NEW YORK,
 LY0705'SUSQUEHANNA AND WESTERN RAILROAD FREIGHT STATION, 150 FEET
 LY0705'NORTHEAST OF THE SHEFFIELD FARMS DAIRY BUILDING, 64 FEET WEST
 LY0705'OF THE CENTERLINE OF THE TRACK, 42 FEET SOUTH OF STATE HGHWAY
 LY0705'42, IN THE NORTHEAST CORNER OF A LAWN, AND ABOUT 1 FOOT HIGHER
 LY0705'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED 422.050 V
 LY0705'13 1933 AND SET IN THE TOP OF A CONCRETE POST.
 LY0705
 LY0705                          STATION RECOVERY (1974)
 LY0705
 LY0705'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1974
 LY0705'RECOVERED IN GOOD CONDITION.
 LY0705
 LY0705                          STATION RECOVERY (1991)
 LY0705
 LY0705'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 LY0705'THE STATION IS LOCATED IN THE BOROUGH OF HAMBURG ON THE SOUTH SIDE OF
 LY0705'WALLKILL AVENUE, COUNTY ROAD 632, IN FRONT OF THE HAMBURG SUBSTATION,
 LY0705'JUST NORTH OF THE N.J. ROUTE 94 BRIDGE OVER THE ABANDONED NYSWRR
 LY0705'RAILWAY BED.  TO REACH THE STATION FROM THE BOROUGH OF HAMBURG
 LY0705'MUNICIPAL BUILDING, GO SOUTHWEST ON WALLKILL AVENUE FOR 0.1 MI
 LY0705'(0.2 KM) TO THE STATION ON THE LEFT, SET IN A LAWN.  THE STATION IS
 LY0705'10.1 M (33.1 FT) SOUTH OF THE CENTERLINE OF WALLKILL AVENUE, 3.2 M
 LY0705'(10.5 FT) NORTHEAST OF POLE NUMBER 17557 RISER, 7.1 M (23.3 FT) NORTH
 LY0705'OF AN EIGHT FOOT HIGH CHAIN LINK FENCE SURROUNDING THE SUBSTATION AND
 LY0705'13.1 M (43.0 FT) EAST FROM THE CENTER OF A TYPE A INLET.  THE STATION
 LY0705'IS A STANDARD DISK, STAMPED V 13 1933 422.050, SET IN THE TOP OF A
 LY0705'SQUARE CONCRETE MONUMENT, PROJECTING 4 CM ABOVE THE SURFACE OF THE
 LY0705'GROUND.
 LY0705
 LY0705                          STATION RECOVERY (1993)
 LY0705
 LY0705'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 LY0705'THE STATION IS LOCATED IN THE BOROUGH OF HAMBURG ON THE SOUTH SIDE OF
 LY0705'WALLKILL AVENUE, COUNTY ROAD 632, IN FRONT OF THE HAMBURG SUBSTATION,
 LY0705'JUST NORTH OF THE BRIDGE CARRYING STATE ROUTE 94 OVER AN ABANDONED
 LY0705'RAILWAY BED.  TO REACH THE STATION FROM THE BOROUGH OF HAMBURG
 LY0705'MUNICIPAL BUILDING, GO SOUTHWEST ON WALLKILL AVENUE FOR 0.1 MI
 LY0705'(0.2 KM) TO THE STATION ON THE LEFT, SET IN A LANDSCAPED AREA IN
 LY0705'FRONT OF THE SUBSTATION.  THE STATION IS 10.1 M (33.1 FT) SOUTH FROM
 LY0705'THE CENTERLINE OF WALLKILL AVENUE, 3.2 M (10.5 FT) NORTHEAST FROM
 LY0705'POLE NUMBER 17557 RISER, 7.1 M (23.3 FT) NORTH FROM AN EIGHT FOOT
 LY0705'HIGH CHAIN LINK FENCE SURROUNDING THE SUBSTATION AND 13.1 M
 LY0705'(43.0 FT) EAST FROM THE CENTER OF AN INLET.  THE STATION IS A
 LY0705'STANDARD DISK, STAMPED V 13 1933 422.050, SET IN THE TOP OF A SQUARE
 LY0705'CONCRETE MONUMENT, PROJECTING 4 CM ABOVE THE SURFACE OF THE GROUND.
 LY0705
 LY0705                          STATION RECOVERY (2002)
 LY0705
 LY0705'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (JAL)
 LY0705'RECOVERED IN GOOD CONDITION.
 LY0705
 LY0705                          STATION RECOVERY (2006)
 LY0705
 LY0705'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 LY0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0733 ***********************************************************************
 LY0733  DESIGNATION -  V 14
 LY0733  PID         -  LY0733
 LY0733  STATE/COUNTY-  NJ/SUSSEX
 LY0733  USGS QUAD   -  NEWTON EAST (1971)
 LY0733
 LY0733                         *CURRENT SURVEY CONTROL
 LY0733  ___________________________________________________________________
 LY0733* NAD 83(1986)-  41 03 51.     (N)    074 40 20.     (W)     SCALED    
 LY0733* NAVD 88     -       175.466  (meters)     575.67   (feet)  ADJUSTED  
 LY0733  ___________________________________________________________________
 LY0733  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LY0733  DYNAMIC HT  -         175.389 (meters)     575.42  (feet)  COMP
 LY0733  MODELED GRAV-     980,180.9   (mgal)                       NAVD 88
 LY0733
 LY0733  VERT ORDER  -  SECOND    CLASS 0
 LY0733
 LY0733.The horizontal coordinates were scaled from a topographic map and have
 LY0733.an estimated accuracy of +/- 6 seconds.
 LY0733
 LY0733.The orthometric height was determined by differential leveling
 LY0733.and adjusted by the National Geodetic Survey in June 1991..
 LY0733
 LY0733.The geoid height was determined by GEOID03.
 LY0733
 LY0733.The dynamic height is computed by dividing the NAVD 88
 LY0733.geopotential number by the normal gravity value computed on the
 LY0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0733.degrees latitude (g = 980.6199 gals.).
 LY0733
 LY0733.The modeled gravity was interpolated from observed gravity values.
 LY0733
 LY0733;                    North         East    Units  Estimated Accuracy
 LY0733;SPC NJ       -   247,690.      135,530.      MT  (+/- 180 meters Scaled)
 LY0733
 LY0733                          SUPERSEDED SURVEY CONTROL
 LY0733
 LY0733  NGVD 29 (??/??/92)  175.668  (m)          576.34   (f) ADJ UNCH    2 0
 LY0733
 LY0733.Superseded values are not recommended for survey control.
 LY0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0733.See file dsdata.txt to determine how the superseded data were derived.
 LY0733
 LY0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL275459(NAD 83)
 LY0733_MARKER: DB = BENCH MARK DISK
 LY0733_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0733_SP_SET: SIGNAL CONC BASE
 LY0733_STAMPING: V14 1933 576.337
 LY0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0733
 LY0733  HISTORY     - Date     Condition        Report By
 LY0733  HISTORY     - 1933     MONUMENTED       CGS
 LY0733  HISTORY     - 1942     GOOD             NGS
 LY0733
 LY0733                          STATION DESCRIPTION
 LY0733
 LY0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0733'AT SPARTA JUNCTION.
 LY0733'AT SPARTA JUNCTION, SUSSEX COUNTY, AT THE INTERSECTION OF THE
 LY0733'NEW YORK, SUSQUEHANNA AND WESTERN RAILROAD AND THE LEHIGH AND
 LY0733'HUDSON RIVER RAILWAY, 33.3 FEET WEST OF THE SOUTHWEST CORNER
 LY0733'OF THE STATION, 9.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 LY0733'THE L AND H R RY., 7.2 FEET NORTH OF THE NORTH RAIL OF THE
 LY0733'N Y S AND W RR, AND IN THE TOP OF THE SOUTHEAST CORNER OF THE
 LY0733'CONCRETE BASE OF A SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1207 ***********************************************************************
 KV1207  DESIGNATION -  V 15
 KV1207  PID         -  KV1207
 KV1207  STATE/COUNTY-  NJ/HUNTERDON
 KV1207  USGS QUAD   -  HIGH BRIDGE (1970)
 KV1207
 KV1207                         *CURRENT SURVEY CONTROL
 KV1207  ___________________________________________________________________
 KV1207* NAD 83(1986)-  40 42 34.     (N)    074 57 11.     (W)     SCALED    
 KV1207* NAVD 88     -       154.713  (meters)     507.59   (feet)  ADJUSTED  
 KV1207  ___________________________________________________________________
 KV1207  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KV1207  DYNAMIC HT  -         154.642 (meters)     507.35  (feet)  COMP
 KV1207  MODELED GRAV-     980,158.5   (mgal)                       NAVD 88
 KV1207  OBS GRAVITY -     980,158.3   (mgal)                       GRAV_OBS
 KV1207
 KV1207  VERT ORDER  -  FIRST     CLASS II
 KV1207
 KV1207.The horizontal coordinates were scaled from a topographic map and have
 KV1207.an estimated accuracy of +/- 6 seconds.
 KV1207
 KV1207.The orthometric height was determined by differential leveling
 KV1207.and adjusted by the National Geodetic Survey in June 1991..
 KV1207
 KV1207.The geoid height was determined by GEOID03.
 KV1207
 KV1207.The dynamic height is computed by dividing the NAVD 88
 KV1207.geopotential number by the normal gravity value computed on the
 KV1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1207.degrees latitude (g = 980.6199 gals.).
 KV1207
 KV1207.The modeled gravity was interpolated from observed gravity values.
 KV1207.The observed gravity was obtained from relative gravimeter ties
 KV1207.to the IGSN71 gravity network.
 KV1207
 KV1207;                    North         East    Units  Estimated Accuracy
 KV1207;SPC NJ       -   208,380.      111,720.      MT  (+/- 180 meters Scaled)
 KV1207
 KV1207                          SUPERSEDED SURVEY CONTROL
 KV1207
 KV1207  NGVD 29 (??/??/??)  154.937  (m)          508.32   (f) ADJUSTED    1 2
 KV1207
 KV1207.Superseded values are not recommended for survey control.
 KV1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1207.See file dsdata.txt to determine how the superseded data were derived.
 KV1207
 KV1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL039065(NAD 83)
 KV1207_MARKER: DB = BENCH MARK DISK
 KV1207_SETTING: 66 = SET IN ROCK OUTCROP
 KV1207_SP_SET: ROCK OUTCROP
 KV1207_STAMPING: V 15 1933
 KV1207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV1207+STABILITY: POSITION/ELEVATION WELL
 KV1207
 KV1207  HISTORY     - Date     Condition        Report By
 KV1207  HISTORY     - 1933     MONUMENTED       CGS
 KV1207  HISTORY     - 1934     GOOD             CGS
 KV1207  HISTORY     - 1942     GOOD             CGS
 KV1207  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV1207
 KV1207                          STATION DESCRIPTION
 KV1207
 KV1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV1207'AT HAMPTON.
 KV1207'AT HAMPTON, HUNTERDON COUNTY, ON THE CENTRAL RAILROAD OF NEW
 KV1207'JERSEY 4 RAILS WEST OF THE WEST END OF THE STATION, 9 FEET
 KV1207'SOUTH OF THE SOUTH RAIL, ON THE LEDGE OF A LARGE OUTCROP, AND
 KV1207'ABOUT 1 FOOT HIGHER THAN THE TRACK.
 KV1207
 KV1207                          STATION RECOVERY (1942)
 KV1207
 KV1207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 KV1207'RECOVERED IN GOOD CONDITION.
 KV1207
 KV1207                          STATION RECOVERY (1989)
 KV1207
 KV1207'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBD)
 KV1207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0279 ***********************************************************************
 KV0279  DESIGNATION -  V 16
 KV0279  PID         -  KV0279
 KV0279  STATE/COUNTY-  NJ/HUDSON
 KV0279  USGS QUAD   -  JERSEY CITY (1981)
 KV0279
 KV0279                         *CURRENT SURVEY CONTROL
 KV0279  ___________________________________________________________________
 KV0279* NAD 83(1986)-  40 44 16.     (N)    074 04 39.     (W)     SCALED    
 KV0279* NAVD 88     -         4.011  (meters)      13.16   (feet)  ADJUSTED  
 KV0279  ___________________________________________________________________
 KV0279  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KV0279  DYNAMIC HT  -           4.010 (meters)      13.16  (feet)  COMP
 KV0279  MODELED GRAV-     980,239.7   (mgal)                       NAVD 88
 KV0279
 KV0279  VERT ORDER  -  FIRST     CLASS II
 KV0279
 KV0279.The horizontal coordinates were scaled from a topographic map and have
 KV0279.an estimated accuracy of +/- 6 seconds.
 KV0279
 KV0279.The orthometric height was determined by differential leveling
 KV0279.and adjusted by the National Geodetic Survey in June 1991..
 KV0279.WARNING-Repeat measurements at this control monument indicate possible
 KV0279.vertical movement.
 KV0279
 KV0279.The geoid height was determined by GEOID03.
 KV0279
 KV0279.The dynamic height is computed by dividing the NAVD 88
 KV0279.geopotential number by the normal gravity value computed on the
 KV0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0279.degrees latitude (g = 980.6199 gals.).
 KV0279
 KV0279.The modeled gravity was interpolated from observed gravity values.
 KV0279
 KV0279;                    North         East    Units  Estimated Accuracy
 KV0279;SPC NJ       -   211,520.      185,680.      MT  (+/- 180 meters Scaled)
 KV0279
 KV0279                          SUPERSEDED SURVEY CONTROL
 KV0279
 KV0279  NGVD 29 (04/16/92)    4.357  (m)           14.29   (f) ADJUSTED    1 2
 KV0279
 KV0279.Superseded values are not recommended for survey control.
 KV0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0279.See file dsdata.txt to determine how the superseded data were derived.
 KV0279
 KV0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL778100(NAD 83)
 KV0279_MARKER: DB = BENCH MARK DISK
 KV0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0279_SP_SET: VIADUCT PIER
 KV0279_STAMPING: V 16 1934
 KV0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0279+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2006
 KV0279
 KV0279  HISTORY     - Date     Condition        Report By
 KV0279  HISTORY     - 1934     MONUMENTED       CGS
 KV0279  HISTORY     - 1952     GOOD             CGS
 KV0279  HISTORY     - 1965     GOOD             CGS
 KV0279  HISTORY     - 1984     GOOD             LOCSUR
 KV0279  HISTORY     - 20060416 GOOD             GEOCAC
 KV0279
 KV0279                          STATION DESCRIPTION
 KV0279
 KV0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0279'AT JERSEY CITY.
 KV0279'AT JERSEY CITY, ALONG HIGHWAY 25, AT A POINT WHERE HIGHWAY 25
 KV0279'PARALLELS THE PULASKI SKYWAY TO THE EAST AND TURNS SOUTHWEST AWAY
 KV0279'FROM SKYWAY, IN THE YARD OF THE INDUSTRIAL LUMBER COMPANY, SET
 KV0279'VERTICALLY IN THE SOUTH FACE OF THE SOUTH LEG OF THE FIRST PIER
 KV0279'OF PULASKI SKYWAY EAST OF A VIADUCT LEADING FROM HIGHWAY 25 TO
 KV0279'THE SKYWAY, 35 FEET NORTHEAST OF CENTER LINE OF HIGHWAY 25 AND
 KV0279'ABOUT 4 1/2 FEET ABOVE THE GROUND.
 KV0279
 KV0279                          STATION RECOVERY (1965)
 KV0279
 KV0279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0279'RECOVERED IN GOOD CONDITION.
 KV0279
 KV0279                          STATION RECOVERY (1984)
 KV0279
 KV0279'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 KV0279'RECOVERED IN GOOD CONDITION.
 KV0279
 KV0279                          STATION RECOVERY (2006)
 KV0279
 KV0279'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0279'HIGHWAY 25 IS NOW TRUCK ROUTE 1 AND 9.  LOCATED ON NORTH SIDE OF
 KV0279'BROADWAY IN JERSEY CITY, WHERE TRUCK ROUTE 1 AND 9 TURNS SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1224 ***********************************************************************
 KV1224  DESIGNATION -  V 18
 KV1224  PID         -  KV1224
 KV1224  STATE/COUNTY-  NJ/MORRIS
 KV1224  USGS QUAD   -  DOVER (1981)
 KV1224
 KV1224                         *CURRENT SURVEY CONTROL
 KV1224  ___________________________________________________________________
 KV1224* NAD 83(1986)-  40 54 10.     (N)    074 36 38.     (W)     SCALED    
 KV1224* NAVD 88     -       218.759  (meters)     717.71   (feet)  ADJUSTED  
 KV1224  ___________________________________________________________________
 KV1224  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV1224  DYNAMIC HT  -         218.659 (meters)     717.38  (feet)  COMP
 KV1224  MODELED GRAV-     980,160.4   (mgal)                       NAVD 88
 KV1224
 KV1224  VERT ORDER  -  SECOND    CLASS 0
 KV1224
 KV1224.The horizontal coordinates were scaled from a topographic map and have
 KV1224.an estimated accuracy of +/- 6 seconds.
 KV1224
 KV1224.The orthometric height was determined by differential leveling
 KV1224.and adjusted by the National Geodetic Survey in June 1991..
 KV1224
 KV1224.The geoid height was determined by GEOID03.
 KV1224
 KV1224.The dynamic height is computed by dividing the NAVD 88
 KV1224.geopotential number by the normal gravity value computed on the
 KV1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1224.degrees latitude (g = 980.6199 gals.).
 KV1224
 KV1224.The modeled gravity was interpolated from observed gravity values.
 KV1224
 KV1224;                    North         East    Units  Estimated Accuracy
 KV1224;SPC NJ       -   229,760.      140,690.      MT  (+/- 180 meters Scaled)
 KV1224
 KV1224                          SUPERSEDED SURVEY CONTROL
 KV1224
 KV1224  NGVD 29 (??/??/??)  218.982  (m)          718.44   (f) ADJUSTED    2 0
 KV1224
 KV1224.Superseded values are not recommended for survey control.
 KV1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1224.See file dsdata.txt to determine how the superseded data were derived.
 KV1224
 KV1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL328280(NAD 83)
 KV1224_MARKER: DB = BENCH MARK DISK
 KV1224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1224_SP_SET: UNDERPASS
 KV1224_STAMPING: V 18 1935
 KV1224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1224+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 KV1224
 KV1224  HISTORY     - Date     Condition        Report By
 KV1224  HISTORY     - 1935     MONUMENTED       CGS
 KV1224  HISTORY     - 1943     GOOD             CGS
 KV1224  HISTORY     - 19960527 GOOD             USPSQD
 KV1224  HISTORY     - 20050510 GOOD             GEOCAC
 KV1224
 KV1224                          STATION DESCRIPTION
 KV1224
 KV1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KV1224'0.6 MI N FROM CHESTER.
 KV1224'0.6 MILE NORTH ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1224'RAILROAD FROM THE CROSSING OF THE CENTRAL RAILROAD CO. OF NEW
 KV1224'JERSEY TRACK AT CHESTER, MORRIS COUNTY, AT A ROCK CRUSHER, AT
 KV1224'THE NORTH ONE OF TWO CONCRETE HIGHWAY UNDERPASSES, AND IN THE
 KV1224'TOP OF THE SOUTHWEST CORNER.  A STANDARD DISK, STAMPED V 18 1935.
 KV1224'NOTE-- IT WAS REPORTED IN MARCH 1943 THAT THIS BENCH MARK HAS BEEN
 KV1224'DEFACED BY A BLUNT INSTRUMENT AND THE V 18 HAS BEEN OBLITERATED.
 KV1224'NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE
 KV1224'ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE
 KV1224'LACKAWANNA RAILROAD.
 KV1224
 KV1224                          STATION RECOVERY (1996)
 KV1224
 KV1224'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV1224'RECOVERED IN GOOD CONDITION.
 KV1224
 KV1224                          STATION RECOVERY (2005)
 KV1224
 KV1224'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV1224'MARK IS MUTILATED.  ONLY V AND 1935 ARE VISIBLE.  OUR GPS COORDINATES
 KV1224'ARE N 40 54.174 W 74 36.168.  IT IS NOWHERE NEAR CHESTER.  ON
 KV1224'SOUTHWEST CORNER OF SINGLE-LANE BRIDGE OVER BERKSHIRE VALLEY ROAD IN
 KV1224'ROXBURY TOWNSHIP, MORRIS COUNTY.  ONLY ONE CONCRETE UNDERPASS IS HERE.
 KV1224'THE ERIE LACKAWANNA RAILROAD IS NOW NJ TRANSIT, MORRIS AND ESSEX
 KV1224'DIVISON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1214 ***********************************************************************
 KV1214  DESIGNATION -  V 19
 KV1214  PID         -  KV1214
 KV1214  STATE/COUNTY-  NJ/SUSSEX
 KV1214  USGS QUAD   -  TRANQUILITY (1971)
 KV1214
 KV1214                         *CURRENT SURVEY CONTROL
 KV1214  ___________________________________________________________________
 KV1214* NAD 83(1986)-  40 58 31.     (N)    074 49 07.     (W)     SCALED    
 KV1214* NAVD 88     -       196.766  (meters)     645.56   (feet)  ADJUSTED  
 KV1214  ___________________________________________________________________
 KV1214  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV1214  DYNAMIC HT  -         196.678 (meters)     645.27  (feet)  COMP
 KV1214  MODELED GRAV-     980,172.5   (mgal)                       NAVD 88
 KV1214
 KV1214  VERT ORDER  -  SECOND    CLASS 0
 KV1214
 KV1214.The horizontal coordinates were scaled from a topographic map and have
 KV1214.an estimated accuracy of +/- 6 seconds.
 KV1214
 KV1214.The orthometric height was determined by differential leveling
 KV1214.and adjusted by the National Geodetic Survey in June 1991..
 KV1214
 KV1214.The geoid height was determined by GEOID03.
 KV1214
 KV1214.The dynamic height is computed by dividing the NAVD 88
 KV1214.geopotential number by the normal gravity value computed on the
 KV1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1214.degrees latitude (g = 980.6199 gals.).
 KV1214
 KV1214.The modeled gravity was interpolated from observed gravity values.
 KV1214
 KV1214;                    North         East    Units  Estimated Accuracy
 KV1214;SPC NJ       -   237,850.      123,190.      MT  (+/- 180 meters Scaled)
 KV1214
 KV1214                          SUPERSEDED SURVEY CONTROL
 KV1214
 KV1214  NGVD 29 (??/??/??)  196.979  (m)          646.26   (f) ADJUSTED    2 0
 KV1214
 KV1214.Superseded values are not recommended for survey control.
 KV1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1214.See file dsdata.txt to determine how the superseded data were derived.
 KV1214
 KV1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL152360(NAD 83)
 KV1214_MARKER: DB = BENCH MARK DISK
 KV1214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1214_SP_SET: SIGNAL BASE
 KV1214_STAMPING: V 19 1935
 KV1214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1214+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005
 KV1214
 KV1214  HISTORY     - Date     Condition        Report By
 KV1214  HISTORY     - 1935     MONUMENTED       CGS
 KV1214  HISTORY     - 1954     MARK NOT FOUND   USGS
 KV1214  HISTORY     - 20050116 GOOD             GEOCAC
 KV1214
 KV1214                          STATION DESCRIPTION
 KV1214
 KV1214'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KV1214'AT GREENDELL.
 KV1214'AT GREENDELL, SUSSEX COUNTY, ON THE DELAWARE, LACKAWANNA AND
 KV1214'WESTERN RAILROAD, 20 RAILS WEST OF THE STATION, 6 RAILS EAST OF
 KV1214'A HIGHWAY OVERPASS, AT A CONCRETE SIGNAL BASE (THE SIGNAL HAS
 KV1214'BEEN REMOVED), IN THE TOP OF THE SOUTHWEST CORNER, AND 19.3 FEET
 KV1214'NORTH OF THE NORTH RAIL OF THE NORTH TRACK.  A STANDARD DISK,
 KV1214'STAMPED V 19 1935.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN
 KV1214'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD
 KV1214'IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV1214
 KV1214                          STATION RECOVERY (2005)
 KV1214
 KV1214'RECOVERY NOTE BY GEOCACHING 2005 (JRI)
 KV1214'HANDHELD GPS READING WAS 40 58 31.1(N) 74 49 18.9(W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1003 ***********************************************************************
 KV1003  DESIGNATION -  V 2
 KV1003  PID         -  KV1003
 KV1003  STATE/COUNTY-  NJ/BURLINGTON
 KV1003  USGS QUAD   -  BRISTOL (1981)
 KV1003
 KV1003                         *CURRENT SURVEY CONTROL
 KV1003  ___________________________________________________________________
 KV1003* NAD 83(1986)-  40 05 11.     (N)    074 50 03.     (W)     SCALED    
 KV1003* NAVD 88     -         5.080  (meters)      16.67   (feet)  POSTED    
 KV1003  ___________________________________________________________________
 KV1003  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV1003  DYNAMIC HT  -           5.080 (meters)      16.67  (feet)  COMP
 KV1003  MODELED GRAV-     980,193.6   (mgal)                       NAVD 88
 KV1003
 KV1003  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KV1003
 KV1003.The horizontal coordinates were scaled from a topographic map and have
 KV1003.an estimated accuracy of +/- 6 seconds.
 KV1003
 KV1003.The orthometric height was determined by differential leveling
 KV1003.and adjusted by the National Geodetic Survey in 1992..
 KV1003.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KV1003.rate of 0.0 thru 1.0 mm/km.
 KV1003
 KV1003.The geoid height was determined by GEOID03.
 KV1003
 KV1003.The dynamic height is computed by dividing the NAVD 88
 KV1003.geopotential number by the normal gravity value computed on the
 KV1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1003.degrees latitude (g = 980.6199 gals.).
 KV1003
 KV1003.The modeled gravity was interpolated from observed gravity values.
 KV1003
 KV1003;                    North         East    Units  Estimated Accuracy
 KV1003;SPC NJ       -   139,160.      121,500.      MT  (+/- 180 meters Scaled)
 KV1003
 KV1003                          SUPERSEDED SURVEY CONTROL
 KV1003
 KV1003  NGVD 29 (??/??/??)    5.437  (m)           17.84   (f) ADJUSTED    1 2
 KV1003
 KV1003.Superseded values are not recommended for survey control.
 KV1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1003.See file dsdata.txt to determine how the superseded data were derived.
 KV1003
 KV1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK141373(NAD 83)
 KV1003_MARKER: DB = BENCH MARK DISK
 KV1003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1003_SP_SET: SEMAPHORE FOUNDATION
 KV1003_STAMPING: 17.838 V 2 1924
 KV1003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1003
 KV1003  HISTORY     - Date     Condition        Report By
 KV1003  HISTORY     - 1924     MONUMENTED       CGS
 KV1003  HISTORY     - 1956     GOOD             CGS
 KV1003  HISTORY     - 1975     GOOD             BAKER
 KV1003
 KV1003                          STATION DESCRIPTION
 KV1003
 KV1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1003'1.8 MI E FROM BURLINGTON.
 KV1003'1.8 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KV1003'AT BURLINGTON, 1.5 MILES EAST OF THE POST OFFICE, ON TOP OF THE
 KV1003'SOUTHEAST CORNER OF A SEMAPHORE BASE, 48 PACES WEST OF THE
 KV1003'SOUTHWEST CORNER OF A WIRE FENCE AROUND A BOX-CAR SCALE, 6.4
 KV1003'FEET NORTH OF THE NORTH RAIL AND 1-FOOT BELOW THE LEVEL OF THE
 KV1003'TRACK.
 KV1003
 KV1003                          STATION RECOVERY (1975)
 KV1003
 KV1003'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 KV1003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0610 ***********************************************************************
 JU0610  DESIGNATION -  V 21
 JU0610  PID         -  JU0610
 JU0610  STATE/COUNTY-  NJ/CAMDEN
 JU0610  USGS QUAD   -  HAMMONTON (1981)
 JU0610
 JU0610                         *CURRENT SURVEY CONTROL
 JU0610  ___________________________________________________________________
 JU0610* NAD 83(1986)-  39 39 54.     (N)    074 50 51.     (W)     SCALED    
 JU0610* NAVD 88     -        32.958  (meters)     108.13   (feet)  ADJUSTED  
 JU0610  ___________________________________________________________________
 JU0610  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JU0610  DYNAMIC HT  -          32.942 (meters)     108.08  (feet)  COMP
 JU0610  MODELED GRAV-     980,132.0   (mgal)                       NAVD 88
 JU0610
 JU0610  VERT ORDER  -  FIRST     CLASS I
 JU0610
 JU0610.The horizontal coordinates were scaled from a topographic map and have
 JU0610.an estimated accuracy of +/- 6 seconds.
 JU0610
 JU0610.The orthometric height was determined by differential leveling
 JU0610.and adjusted by the National Geodetic Survey in June 1991..
 JU0610
 JU0610.The geoid height was determined by GEOID03.
 JU0610
 JU0610.The dynamic height is computed by dividing the NAVD 88
 JU0610.geopotential number by the normal gravity value computed on the
 JU0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0610.degrees latitude (g = 980.6199 gals.).
 JU0610
 JU0610.The modeled gravity was interpolated from observed gravity values.
 JU0610
 JU0610;                    North         East    Units  Estimated Accuracy
 JU0610;SPC NJ       -    92,380.      120,180.      MT  (+/- 180 meters Scaled)
 JU0610
 JU0610                          SUPERSEDED SURVEY CONTROL
 JU0610
 JU0610  NGVD 29 (??/??/??)   33.327  (m)          109.34   (f) ADJUSTED    1 1
 JU0610
 JU0610.Superseded values are not recommended for survey control.
 JU0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0610.See file dsdata.txt to determine how the superseded data were derived.
 JU0610
 JU0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ130905(NAD 83)
 JU0610_MARKER: DB = BENCH MARK DISK
 JU0610_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU0610_SP_SET: PIER FOUNDATION
 JU0610_STAMPING: V 21 1935
 JU0610_MARK LOGO: CGS   
 JU0610_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0610+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1995
 JU0610
 JU0610  HISTORY     - Date     Condition        Report By
 JU0610  HISTORY     - 1935     MONUMENTED       CGS
 JU0610  HISTORY     - 1963     GOOD             CGS
 JU0610  HISTORY     - 19950315 GOOD             NJGS
 JU0610
 JU0610                          STATION DESCRIPTION
 JU0610
 JU0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0610'AT WINSLOW JUNCTION.
 JU0610'AT WINSLOW JUNCTION, ABOUT 0.1 MILE NORTHEAST ALONG THE CENTRAL
 JU0610'RAILROAD OF NEW JERSEY FROM THE STATION, AT THE OVERPASS OF THE
 JU0610'PENNSYLVANIA-READING SEASHORE LINES, SET ON TOP OF THE MASONRY
 JU0610'STONE FOUNDATION FOR SUPPORTS, 2 FEET NORTHEAST OF NORTH CORNER
 JU0610'OF MOST SOUTHWEST SUPPORT, 20 FEET SOUTHEAST OF SOUTHEAST RAIL
 JU0610'OF MAIN TRACK, 14 FEET NORTHWEST OF CENTER LINE OF DIRT ROAD THAT
 JU0610'PARALLELS TRACK, AND ABOUT 6 FEET ABOVE LEVEL OF TRACK.
 JU0610
 JU0610                          STATION RECOVERY (1995)
 JU0610
 JU0610'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0610'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1577 ***********************************************************************
 KV1577  DESIGNATION -  V 22
 KV1577  PID         -  KV1577
 KV1577  STATE/COUNTY-  NJ/WARREN
 KV1577  USGS QUAD   -  EASTON (1994)
 KV1577
 KV1577                         *CURRENT SURVEY CONTROL
 KV1577  ___________________________________________________________________
 KV1577* NAD 83(1986)-  40 42 57.     (N)    075 10 24.     (W)     SCALED    
 KV1577* NAVD 88     -       136.585  (meters)     448.11   (feet)  ADJUSTED  
 KV1577  ___________________________________________________________________
 KV1577  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KV1577  DYNAMIC HT  -         136.521 (meters)     447.90  (feet)  COMP
 KV1577  MODELED GRAV-     980,151.8   (mgal)                       NAVD 88
 KV1577
 KV1577  VERT ORDER  -  SECOND    CLASS 0
 KV1577
 KV1577.The horizontal coordinates were scaled from a topographic map and have
 KV1577.an estimated accuracy of +/- 6 seconds.
 KV1577
 KV1577.The orthometric height was determined by differential leveling
 KV1577.and adjusted by the National Geodetic Survey in June 1991..
 KV1577
 KV1577.The geoid height was determined by GEOID03.
 KV1577
 KV1577.The dynamic height is computed by dividing the NAVD 88
 KV1577.geopotential number by the normal gravity value computed on the
 KV1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1577.degrees latitude (g = 980.6199 gals.).
 KV1577
 KV1577.The modeled gravity was interpolated from observed gravity values.
 KV1577
 KV1577;                    North         East    Units  Estimated Accuracy
 KV1577;SPC NJ       -   209,210.       93,110.      MT  (+/- 180 meters Scaled)
 KV1577
 KV1577                          SUPERSEDED SURVEY CONTROL
 KV1577
 KV1577  NGVD 29 (??/??/??)  136.807  (m)          448.84   (f) ADJUSTED    2 0
 KV1577
 KV1577.Superseded values are not recommended for survey control.
 KV1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1577.See file dsdata.txt to determine how the superseded data were derived.
 KV1577
 KV1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL853072(NAD 83)
 KV1577_MARKER: DB = BENCH MARK DISK
 KV1577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1577_SP_SET: CULVERT
 KV1577_STAMPING: V 22 1942
 KV1577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1577
 KV1577  HISTORY     - Date     Condition        Report By
 KV1577  HISTORY     - 1942     MONUMENTED       CGS
 KV1577
 KV1577                          STATION DESCRIPTION
 KV1577
 KV1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1577'2.2 MI NE FROM PHILLIPSBURG.
 KV1577'THIS MARK IS ABOUT 2.2 MILES NORTHEAST ALONG THE BELVIDERE TURN
 KV1577'PIKE FROM THE POST OFFICE AT PHILLIPSBURG, WARREN COUNTY, 17.5
 KV1577'FEET SOUTHEAST OF THE CENTER LINE OF THE BELVIDERE TURN PIKE, IN
 KV1577'THE NORTHEAST END OF A 12 FOOT CONCRETE BOX CULVERT, SET IN THE
 KV1577'SOUTHEAST WINGWALL OF THE CULVERT, 13.0 FEET SOUTHWEST OF A
 KV1577'BLAZED MAPLE TREE, 40.0 FEET NORTHEAST OF THE CENTER LINE OF A
 KV1577'DIRT ROAD, ABOUT LEVEL WITH THE HIGHWAY, A STANDARD DISK SET IN
 KV1577'A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1578 ***********************************************************************
 KV1578  DESIGNATION -  V 22 RESET 1958
 KV1578  PID         -  KV1578
 KV1578  STATE/COUNTY-  NJ/WARREN
 KV1578  USGS QUAD   -  EASTON (1994)
 KV1578
 KV1578                         *CURRENT SURVEY CONTROL
 KV1578  ___________________________________________________________________
 KV1578* NAD 83(1986)-  40 42 57.     (N)    075 10 24.     (W)     SCALED    
 KV1578* NAVD 88     -       136.39   (meters)     447.5    (feet)  RESET     
 KV1578  ___________________________________________________________________
 KV1578  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KV1578
 KV1578  VERT ORDER  -  THIRD
 KV1578
 KV1578.The horizontal coordinates were scaled from a topographic map and have
 KV1578.an estimated accuracy of +/- 6 seconds.
 KV1578
 KV1578.The orthometric height was computed from unverified reset data.
 KV1578
 KV1578.The geoid height was determined by GEOID03.
 KV1578
 KV1578;                    North         East    Units  Estimated Accuracy
 KV1578;SPC NJ       -   209,210.       93,110.      MT  (+/- 180 meters Scaled)
 KV1578
 KV1578                          SUPERSEDED SURVEY CONTROL
 KV1578
 KV1578  NGVD 29 (??/??/??)  136.61   (m)          448.2    (f) RESET       3  
 KV1578
 KV1578.Superseded values are not recommended for survey control.
 KV1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1578.See file dsdata.txt to determine how the superseded data were derived.
 KV1578
 KV1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL853072(NAD 83)
 KV1578_MARKER: DB = BENCH MARK DISK
 KV1578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1578_SP_SET: CULVERT
 KV1578_STAMPING: V 22 RESET 1958
 KV1578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1578
 KV1578  HISTORY     - Date     Condition        Report By
 KV1578  HISTORY     - 1958     MONUMENTED       CGS
 KV1578
 KV1578                          STATION DESCRIPTION
 KV1578
 KV1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KV1578'1.5 MI NE FROM PHILLIPSBURG.
 KV1578'1.5 MILE NORTHEAST OF BLINKER LIGHT INTERSECTION OF BELVIDERE
 KV1578'ROAD AND LINCOLN STREET, AT THE NORTH EDGE OF THE TOWN OF
 KV1578'PHILLIPSBURG, SET IN A DRILL HOLE IN CONCRETE CULVERT AT Y
 KV1578'INTERSECTION OF BELVIDERE ROAD AND RED SCHOOL LA., 38.5 FEET WEST
 KV1578'OF CENTERLINE OF BELVIDERE ROAD, 55 FEET SOUTHWEST OF POWERLINE
 KV1578'POLE NO. BT 81778/2LG 1.1 FEET EAST OF 1/2 DRILL HOLE IN RETAINING
 KV1578'WALL.  THE MARK IS 0.6 FEET LOWER THAN THIS RETAINING WALL, AND
 KV1578'13.9 FEET SOUTH OF NORTH END AND 14 FEET NORTH OF SOUTH END OF
 KV1578'RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1319 ***********************************************************************
 KV1319  DESIGNATION -  V 23
 KV1319  PID         -  KV1319
 KV1319  STATE/COUNTY-  NJ/HUNTERDON
 KV1319  USGS QUAD   -  HIGH BRIDGE (1970)
 KV1319
 KV1319                         *CURRENT SURVEY CONTROL
 KV1319  ___________________________________________________________________
 KV1319* NAD 83(1986)-  40 40 35.     (N)    074 53 10.     (W)     SCALED    
 KV1319* NAVD 88     -       111.990  (meters)     367.42   (feet)  ADJUSTED  
 KV1319  ___________________________________________________________________
 KV1319  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 KV1319  DYNAMIC HT  -         111.939 (meters)     367.25  (feet)  COMP
 KV1319  MODELED GRAV-     980,167.6   (mgal)                       NAVD 88
 KV1319
 KV1319  VERT ORDER  -  SECOND    CLASS 0
 KV1319
 KV1319.The horizontal coordinates were scaled from a topographic map and have
 KV1319.an estimated accuracy of +/- 6 seconds.
 KV1319
 KV1319.The orthometric height was determined by differential leveling
 KV1319.and adjusted by the National Geodetic Survey in June 1991..
 KV1319
 KV1319.The geoid height was determined by GEOID03.
 KV1319
 KV1319.The dynamic height is computed by dividing the NAVD 88
 KV1319.geopotential number by the normal gravity value computed on the
 KV1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1319.degrees latitude (g = 980.6199 gals.).
 KV1319
 KV1319.The modeled gravity was interpolated from observed gravity values.
 KV1319
 KV1319;                    North         East    Units  Estimated Accuracy
 KV1319;SPC NJ       -   204,690.      117,360.      MT  (+/- 180 meters Scaled)
 KV1319
 KV1319                          SUPERSEDED SURVEY CONTROL
 KV1319
 KV1319  NGVD 29 (??/??/??)  112.229  (m)          368.20   (f) ADJUSTED    2 0
 KV1319
 KV1319.Superseded values are not recommended for survey control.
 KV1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1319.See file dsdata.txt to determine how the superseded data were derived.
 KV1319
 KV1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL096028(NAD 83)
 KV1319_MARKER: DB = BENCH MARK DISK
 KV1319_SETTING: 80 = SET IN A BOULDER
 KV1319_SP_SET: BOULDER
 KV1319_STAMPING: V 23 1942
 KV1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1319+STABILITY: SURFACE MOTION
 KV1319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1319+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2005
 KV1319
 KV1319  HISTORY     - Date     Condition        Report By
 KV1319  HISTORY     - 1942     MONUMENTED       CGS
 KV1319  HISTORY     - 20050924 GOOD             GEOCAC
 KV1319
 KV1319                          STATION DESCRIPTION
 KV1319
 KV1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1319'1 MI NE FROM HIGH BRIDGE.
 KV1319'1.0 MILE NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 KV1319'THE STATION AT HIGH BRIDGE, HUNTERDON COUNTY, 13 RAILS EAST OF
 KV1319'MILEPOST 1 AND A YARD-LIMIT SIGN, 18 FEET NORTH OF THE CENTERLINE
 KV1319'OF THE TRACK, ABOUT 1 FOOT HIGHER THAN THE TRACK.
 KV1319
 KV1319                          STATION RECOVERY (2005)
 KV1319
 KV1319'RECOVERY NOTE BY GEOCACHING 2005 (JRI)
 KV1319'HANDHELD CONSUMER GPS COORDINATES N 40 40 36.2 W 74 53 05.3.  THE
 KV1319'CENTRAL RAILROAD IS NOW THE HUNTERDON COUNTY COLUMBIA TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1300 ***********************************************************************
 KV1300  DESIGNATION -  V 24
 KV1300  PID         -  KV1300
 KV1300  STATE/COUNTY-  NJ/MORRIS
 KV1300  USGS QUAD   -  CHESTER (1981)
 KV1300
 KV1300                         *CURRENT SURVEY CONTROL
 KV1300  ___________________________________________________________________
 KV1300* NAD 83(1986)-  40 47 02.     (N)    074 41 54.     (W)     SCALED    
 KV1300* NAVD 88     -       258.809  (meters)     849.11   (feet)  ADJUSTED  
 KV1300  ___________________________________________________________________
 KV1300  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KV1300  DYNAMIC HT  -         258.690 (meters)     848.72  (feet)  COMP
 KV1300  MODELED GRAV-     980,155.4   (mgal)                       NAVD 88
 KV1300
 KV1300  VERT ORDER  -  SECOND    CLASS 0
 KV1300
 KV1300.The horizontal coordinates were scaled from a topographic map and have
 KV1300.an estimated accuracy of +/- 6 seconds.
 KV1300
 KV1300.The orthometric height was determined by differential leveling
 KV1300.and adjusted by the National Geodetic Survey in June 1991..
 KV1300
 KV1300.The geoid height was determined by GEOID03.
 KV1300
 KV1300.The dynamic height is computed by dividing the NAVD 88
 KV1300.geopotential number by the normal gravity value computed on the
 KV1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1300.degrees latitude (g = 980.6199 gals.).
 KV1300
 KV1300.The modeled gravity was interpolated from observed gravity values.
 KV1300
 KV1300;                    North         East    Units  Estimated Accuracy
 KV1300;SPC NJ       -   216,570.      133,260.      MT  (+/- 180 meters Scaled)
 KV1300
 KV1300                          SUPERSEDED SURVEY CONTROL
 KV1300
 KV1300  NGVD 29 (??/??/??)  259.037  (m)          849.86   (f) ADJUSTED    2 0
 KV1300
 KV1300.Superseded values are not recommended for survey control.
 KV1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1300.See file dsdata.txt to determine how the superseded data were derived.
 KV1300
 KV1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL254148(NAD 83)
 KV1300_MARKER: DB = BENCH MARK DISK
 KV1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1300_STAMPING: V 24 1942
 KV1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1300+STABILITY: SURFACE MOTION
 KV1300
 KV1300  HISTORY     - Date     Condition        Report By
 KV1300  HISTORY     - 1942     MONUMENTED       CGS
 KV1300  HISTORY     - 1950     GOOD             CGS
 KV1300
 KV1300                          STATION DESCRIPTION
 KV1300
 KV1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KV1300'AT CHESTER.
 KV1300'AT CHESTER, MORRIS COUNTY, IN THE NORTHEAST ANGLE OF THE
 KV1300'INTERSECTION OF STATE HIGHWAYS 31 AND 24, 73.1 FEET NORTHWEST OF
 KV1300'THE CENTERLINE OF STATE HIGHWAY 24, 59.5 FEET EAST OF THE CENTERLINE
 KV1300'OF STATE HIGHWAY 31, IN A GRASSY POLT OF GROUND NEAR A GULF
 KV1300'SERVICE STATION, 5.5 FEET NORTHEAST OF A POWER-TRANSMISSION LINE
 KV1300'POLE, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1347 ***********************************************************************
 KV1347  DESIGNATION -  V 25
 KV1347  PID         -  KV1347
 KV1347  STATE/COUNTY-  NJ/HUNTERDON
 KV1347  USGS QUAD   -  CALIFON (1970)
 KV1347
 KV1347                         *CURRENT SURVEY CONTROL
 KV1347  ___________________________________________________________________
 KV1347* NAD 83(1986)-  40 39 04.     (N)    074 45 15.     (W)     SCALED    
 KV1347* NAVD 88     -        62.225  (meters)     204.15   (feet)  ADJUSTED  
 KV1347  ___________________________________________________________________
 KV1347  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KV1347  DYNAMIC HT  -          62.198 (meters)     204.06  (feet)  COMP
 KV1347  MODELED GRAV-     980,179.9   (mgal)                       NAVD 88
 KV1347
 KV1347  VERT ORDER  -  SECOND    CLASS 0
 KV1347
 KV1347.The horizontal coordinates were scaled from a topographic map and have
 KV1347.an estimated accuracy of +/- 6 seconds.
 KV1347
 KV1347.The orthometric height was determined by differential leveling
 KV1347.and adjusted by the National Geodetic Survey in June 1991..
 KV1347
 KV1347.The geoid height was determined by GEOID03.
 KV1347
 KV1347.The dynamic height is computed by dividing the NAVD 88
 KV1347.geopotential number by the normal gravity value computed on the
 KV1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1347.degrees latitude (g = 980.6199 gals.).
 KV1347
 KV1347.The modeled gravity was interpolated from observed gravity values.
 KV1347
 KV1347;                    North         East    Units  Estimated Accuracy
 KV1347;SPC NJ       -   201,840.      128,510.      MT  (+/- 180 meters Scaled)
 KV1347
 KV1347                          SUPERSEDED SURVEY CONTROL
 KV1347
 KV1347  NGVD 29 (??/??/??)   62.465  (m)          204.94   (f) ADJUSTED    2 0
 KV1347
 KV1347.Superseded values are not recommended for survey control.
 KV1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1347.See file dsdata.txt to determine how the superseded data were derived.
 KV1347
 KV1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL207000(NAD 83)
 KV1347_MARKER: DB = BENCH MARK DISK
 KV1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1347_STAMPING: V 25 1942
 KV1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1347+STABILITY: SURFACE MOTION
 KV1347
 KV1347  HISTORY     - Date     Condition        Report By
 KV1347  HISTORY     - 1942     MONUMENTED       CGS
 KV1347  HISTORY     - 1978     MARK NOT FOUND   NGS
 KV1347
 KV1347                          STATION DESCRIPTION
 KV1347
 KV1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1347'1 MI S FROM OLDWICK.
 KV1347'1.0 MILE SOUTH ALONG SECONDARY ROAD 522 FROM THE JUNCTION OF
 KV1347'A MACADAM ROAD AT OLDWICK, HUNTERDON COUNTY, 41.7 FEET SOUTHEAST
 KV1347'ACROSS THE ROAD FROM POLE TT-130, 241 FEET SOUTHEAST OF THE
 KV1347'CENTERLINE OF THE ROAD, 6.2 FEET SOUTHEAST OF A POLE, 1 FOOT
 KV1347'NORTHWEST OF A WIRE FENCE PARALLELING THE ROAD, NEAR A WHITE
 KV1347'WOODEN WITNESS POST PAINTED USBM, AND ABOUT 3 FEET HIGHER THAN THE
 KV1347'ROAD.
 KV1347
 KV1347                          STATION RECOVERY (1978)
 KV1347
 KV1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1347'NOTE-THE HIGHWAY WAS WIDENED IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0542 ***********************************************************************
 KV0542  DESIGNATION -  V 26
 KV0542  PID         -  KV0542
 KV0542  STATE/COUNTY-  NJ/MIDDLESEX
 KV0542  USGS QUAD   -  PLAINFIELD (1995)
 KV0542
 KV0542                         *CURRENT SURVEY CONTROL
 KV0542  ___________________________________________________________________
 KV0542* NAD 83(1996)-  40 33 49.55174(N)    074 23 45.60880(W)     ADJUSTED  
 KV0542* NAVD 88     -        20.875  (meters)      68.49   (feet)  ADJUSTED  
 KV0542  ___________________________________________________________________
 KV0542  X           -   1,305,185.398 (meters)                     COMP
 KV0542  Y           -  -4,673,389.910 (meters)                     COMP
 KV0542  Z           -   4,125,733.763 (meters)                     COMP
 KV0542  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 KV0542  ELLIP HEIGHT-         -11.96  (meters)          (10/23/02) GPS OBS
 KV0542  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV0542  DYNAMIC HT  -          20.866 (meters)      68.46  (feet)  COMP
 KV0542  MODELED GRAV-     980,197.3   (mgal)                       NAVD 88
 KV0542
 KV0542  HORZ ORDER  -  FIRST
 KV0542  VERT ORDER  -  FIRST     CLASS II
 KV0542  ELLP ORDER  -  FOURTH    CLASS I
 KV0542
 KV0542.The horizontal coordinates were established by GPS observations
 KV0542.and adjusted by the National Geodetic Survey in May 1999..
 KV0542
 KV0542.The orthometric height was determined by differential leveling
 KV0542.and adjusted by the National Geodetic Survey in June 1991..
 KV0542
 KV0542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0542
 KV0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0542
 KV0542.The ellipsoidal height was determined by GPS observations
 KV0542.and is referenced to NAD 83.
 KV0542
 KV0542.The geoid height was determined by GEOID03.
 KV0542
 KV0542.The dynamic height is computed by dividing the NAVD 88
 KV0542.geopotential number by the normal gravity value computed on the
 KV0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0542.degrees latitude (g = 980.6199 gals.).
 KV0542
 KV0542.The modeled gravity was interpolated from observed gravity values.
 KV0542
 KV0542;                    North         East     Units Scale Factor Converg.
 KV0542;SPC NJ       -   192,113.773   158,806.408   MT  0.99990095   +0 04 03.5
 KV0542;SPC NJ       -   630,293.27    521,017.36   sFT  0.99990095   +0 04 03.5
 KV0542;UTM  18      - 4,490,507.866   551,130.701   MT  0.99963218   +0 23 34.0
 KV0542
 KV0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0542!SPC NJ       -   1.00000188  x   0.99990095  =   0.99990283
 KV0542!UTM  18      -   1.00000188  x   0.99963218  =   0.99963406
 KV0542
 KV0542                          SUPERSEDED SURVEY CONTROL
 KV0542
 KV0542  ELLIP H (05/14/99)  -11.95   (m)                       GP(       ) 4 1
 KV0542  NAD 83(1996)-  40 33 49.55142(N)    074 23 45.60937(W) AD(       ) 1
 KV0542  NAD 83(1992)-  40 33 49.55038(N)    074 23 45.60890(W) AD(       ) 1
 KV0542  ELLIP H (04/30/95)  -12.03   (m)                       GP(       ) 3 2
 KV0542  NAD 83(1986)-  40 33 49.55180(N)    074 23 45.61084(W) AD(       ) 1
 KV0542  NAD 83(1986)-  40 33 49.55180(N)    074 23 45.61084(W) AD(       ) 2
 KV0542  NAVD 88 (01/21/93)   20.88   (m)           68.5    (f) LEVELING    3  
 KV0542  NGVD 29 (01/10/92)   21.168  (m)           69.45   (f) ADJUSTED    1 2
 KV0542
 KV0542.Superseded values are not recommended for survey control.
 KV0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0542.See file dsdata.txt to determine how the superseded data were derived.
 KV0542
 KV0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5113190508(NAD 83)
 KV0542_MARKER: DB = BENCH MARK DISK
 KV0542_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV0542_SP_SET: CULVERT WINGWALL
 KV0542_STAMPING: V 26 1942
 KV0542_MARK LOGO: CGS   
 KV0542_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0542+STABILITY: SURFACE MOTION
 KV0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0542+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 KV0542
 KV0542  HISTORY     - Date     Condition        Report By
 KV0542  HISTORY     - 1942     MONUMENTED       CGS
 KV0542  HISTORY     - 1978     GOOD             NGS
 KV0542  HISTORY     - 19900124 GOOD             NJGS
 KV0542  HISTORY     - 19901115 GOOD             NJGS
 KV0542  HISTORY     - 19920828 GOOD             NJGS
 KV0542  HISTORY     - 19940427 GOOD             NJGS
 KV0542  HISTORY     - 20060315 GOOD             STEWRT
 KV0542
 KV0542                          STATION DESCRIPTION
 KV0542
 KV0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV0542'1.2 MI SE FROM SOUTH PLAINFIELD.
 KV0542'1.25 MILES SOUTHEAST ALONG THE LEHIGH VALLEY RAILROAD FROM THE
 KV0542'STATION AT SOUTH PLAINFIELD, MIDDLESEX COUNTY, AT BRIDGE P 25
 KV0542'B, IN THE TOP OF THE SOUTH END OF THE SOUTHWEST WING WALL, 13.5
 KV0542'SOUTH OF THE SOUTH RAIL, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 KV0542
 KV0542                          STATION RECOVERY (1978)
 KV0542
 KV0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0542'RECOVERED IN GOOD CONDITION.
 KV0542
 KV0542                          STATION RECOVERY (1990)
 KV0542
 KV0542'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV0542'THE STATION IS LOCATED IN SOUTH PLAINFIELD BOROUGH, ON THE SOUTHWEST
 KV0542'SIDE OF METUCHEN ROAD.  TO REACH THE STATION FROM THE POST OFFICE ON
 KV0542'OAK TREE AVENUE, IN SOUTH PLAINFIELD, GO 0.08 KM (0.05 MI) SOUTHWEST
 KV0542'ON OAK TREE AVENUE TO THE JUNCTION WITH FRONT STREET, TURN LEFT AND
 KV0542'GO 1.6 KM (0.99 MI) SOUTHEAST ON FRONT STREET TO THE UNPAVED PART OF
 KV0542'METUCHEN ROAD, CONTINUE 0.48 KM (0.30 MI) FARTHER SOUTHEAST ON
 KV0542'METUCHEN ROAD TO A RAILROAD GRADE CROSSING AND THE STATION.  THE
 KV0542'STATION IS  81.8 M (268.37 FT) SOUTHEAST OF THE CENTER OF THE GRADE
 KV0542'CROSSING ON THE RIGHT.  THE STATION IS IN THE TOP OF THE SOUTH END OF
 KV0542'THE SOUTHWEST WING WALL OF THE CONRAIL RAILROAD CULVERT FOR A STREAM
 KV0542'AT THE BOUNDARY LINE BETWEEN SOUTH PLAINFIELD TO THE WEST AND EDISON
 KV0542'TOWNSHIP TO THE EAST.  THE STATION IS 7.4 M (24.28 FT) NORTHWEST OF A
 KV0542'PETROLEUM PIPLINE AND A FIBER OPTIC CABLE WITNESS POST, 6.9 M
 KV0542'(22.64 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 0.95 M (3.12 FT)
 KV0542'SOUTHWEST OF THE SOUTHWEST FACE OF THE SOUTHWEST HEADWALL, 0.15 M
 KV0542'(0.49 FT) NORTHEAST OF THE SOUTHWEST END OF THE SOUTH WINGWALL, 34.5
 KV0542'M (113.19 FT) SOUTHWEST OF A PIPELINE CROSSING WARNING POST NUMBER 6
 KV0542'ON METUCHEN ROAD AND 27.0 M (88.58 FT) SOUTHWEST FROM THE METUCHEN
 KV0542'ROAD CENTERLINE. THE STATION IS 1.2 M (3.94 FT) BELOW THE TRACK
 KV0542'LEVEL.
 KV0542
 KV0542                          STATION RECOVERY (1990)
 KV0542
 KV0542'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV0542'RECOVERED IN GOOD CONDITION.
 KV0542
 KV0542                          STATION RECOVERY (1992)
 KV0542
 KV0542'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV0542'RECOVERED IN GOOD CONDITION.
 KV0542
 KV0542                          STATION RECOVERY (1994)
 KV0542
 KV0542'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 KV0542'THE STATION IS LOCATED IN SOUTH PLAINFIELD BOROUGH, ON THE SOUTHWEST
 KV0542'SIDE OF METUCHEN ROAD.  TO REACH THE STATION FROM THE POST OFFICE ON
 KV0542'OAK TREE AVENUE IN SOUTH PLAINFIELD, GO 0.08 KM (0.05 MI) SOUTHWEST ON
 KV0542'OAK TREE AVENUE TO THE JUNCTION WITH FRONT STREET.  TURN LEFT AND GO
 KV0542'1.6 KM (1.0 MI) SOUTHEAST ON FRONT STREET, CHANGING TO THE PAVED
 KV0542'PORTION OF METUCHEN ROAD AND CONTINUING TO THE UNPAVED PART OF
 KV0542'METUCHEN ROAD.  CONTINUE 0.48 KM (0.30 MI) FARTHER SOUTHEAST ON
 KV0542'METUCHEN ROAD TO A RAILROAD GRADE CROSSING AND THE STATION.  THE
 KV0542'STATION IS 81.8 M (268.4 FT) SOUTHEAST OF THE CENTER OF THE GRADE
 KV0542'CROSSING ON THE RIGHT.  THE STATION IS IN THE TOP OF THE SOUTH END OF
 KV0542'THE SOUTHWEST WING WALL OF A SMALL CONCRETE CULVERT FOR A STREAM AT
 KV0542'THE BOUNDARY LINE BETWEEN SOUTH PLAINFIELD TO THE WEST AND EDISON
 KV0542'TOWNSHIP TO THE EAST.  THE STATION IS 7.4 M (24.3 FT) NORTHWEST OF A
 KV0542'PETROLEUM PIPLINE AND A FIBER OPTIC CABLE WITNESS POST, 6.9 M (22.6
 KV0542'FT) SOUTHWEST OF THE SOUTHWEST RAIL, 0.95 M (3.12 FT) SOUTHWEST OF THE
 KV0542'SOUTHWEST FACE OF THE SOUTHWEST HEADWALL, 0.15 M (0.49 FT) NORTHEAST
 KV0542'OF THE SOUTHWEST END OF THE SOUTH WINGWALL, 34.5 M (113.2 FT)
 KV0542'SOUTHWEST OF A PIPELINE CROSSING WARNING POST NUMBER 6 ON METUCHEN
 KV0542'ROAD AND 27.0 M (88.6 FT) SOUTHWEST FROM THE METUCHEN ROAD CENTERLINE.
 KV0542'THE STATION IS 1.2 M (3.9 FT) BELOW THE TRACK LEVEL.
 KV0542
 KV0542                          STATION RECOVERY (2006)
 KV0542
 KV0542'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2006 (DEN)
 KV0542'FOUND AS DESCRIBED. BIPOD REQUIRED FOR SATELLITE OBSERVATIONS. HEAVY
 KV0542'VEGETATION SURROUNDING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1781 ***********************************************************************
 KV1781  DESIGNATION -  V 27
 KV1781  PID         -  KV1781
 KV1781  STATE/COUNTY-  NJ/HUNTERDON
 KV1781  USGS QUAD   -  FRENCHTOWN (1997)
 KV1781
 KV1781                         *CURRENT SURVEY CONTROL
 KV1781  ___________________________________________________________________
 KV1781* NAD 83(1986)-  40 31 21.     (N)    075 01 35.     (W)     SCALED    
 KV1781* NAVD 88     -       146.806  (meters)     481.65   (feet)  ADJUSTED  
 KV1781  ___________________________________________________________________
 KV1781  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KV1781  DYNAMIC HT  -         146.734 (meters)     481.41  (feet)  COMP
 KV1781  MODELED GRAV-     980,135.6   (mgal)                       NAVD 88
 KV1781
 KV1781  VERT ORDER  -  SECOND    CLASS 0
 KV1781
 KV1781.The horizontal coordinates were scaled from a topographic map and have
 KV1781.an estimated accuracy of +/- 6 seconds.
 KV1781
 KV1781.The orthometric height was determined by differential leveling
 KV1781.and adjusted by the National Geodetic Survey in June 1991..
 KV1781
 KV1781.The geoid height was determined by GEOID03.
 KV1781
 KV1781.The dynamic height is computed by dividing the NAVD 88
 KV1781.geopotential number by the normal gravity value computed on the
 KV1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1781.degrees latitude (g = 980.6199 gals.).
 KV1781
 KV1781.The modeled gravity was interpolated from observed gravity values.
 KV1781
 KV1781;                    North         East    Units  Estimated Accuracy
 KV1781;SPC NJ       -   187,660.      105,400.      MT  (+/- 180 meters Scaled)
 KV1781
 KV1781                          SUPERSEDED SURVEY CONTROL
 KV1781
 KV1781  NGVD 29 (??/??/??)  147.064  (m)          482.49   (f) ADJUSTED    2 0
 KV1781
 KV1781.Superseded values are not recommended for survey control.
 KV1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1781.See file dsdata.txt to determine how the superseded data were derived.
 KV1781
 KV1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK977857(NAD 83)
 KV1781_MARKER: DB = BENCH MARK DISK
 KV1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1781_STAMPING: V 27 1942
 KV1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1781+STABILITY: SURFACE MOTION
 KV1781
 KV1781  HISTORY     - Date     Condition        Report By
 KV1781  HISTORY     - 1942     MONUMENTED       CGS
 KV1781  HISTORY     - 1956     GOOD             CGS
 KV1781  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 KV1781
 KV1781                          STATION DESCRIPTION
 KV1781
 KV1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1781'1.1 MI W FROM FRENCHTOWN.
 KV1781'1.1 MILES WEST ALONG STATE HIGHWAY 12 FROM THE INTERSECTION OF
 KV1781'COUNTY ROAD NO. 519 AT BAPTISTOWN, AT THE SUMMIT OF A HILL, 100
 KV1781'YARDS SOUTHEAST AND ACROSS THE HIGHWAY FROM THE HILL POT TURKEY
 KV1781'FARM, 68.7 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 17 FEET
 KV1781'SOUTH OF TELEPHONE POLE NO. 375, 3 FEET EAST OF A 12-INCH TREE
 KV1781'(THE NORTH ONE OF A ROW OF TREES) 2 FEET WEST OF A WHITE WOODEN
 KV1781'WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN
 KV1781'THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.  NOTE-- THIS MARK
 KV1781'IS 2.1 MILES EAST OF THE PENNSYLVANIA RAILROAD STATION AT
 KV1781'FRENCHTOWN.
 KV1781
 KV1781                          STATION RECOVERY (1995)
 KV1781
 KV1781'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1194 ***********************************************************************
 KV1194  DESIGNATION -  V 28
 KV1194  PID         -  KV1194
 KV1194  STATE/COUNTY-  NJ/HUNTERDON
 KV1194  USGS QUAD   -  CALIFON (1970)
 KV1194
 KV1194                         *CURRENT SURVEY CONTROL
 KV1194  ___________________________________________________________________
 KV1194* NAD 83(1986)-  40 37 58.     (N)    074 48 45.     (W)     SCALED    
 KV1194* NAVD 88     -        79.755  (meters)     261.66   (feet)  ADJUSTED  
 KV1194  ___________________________________________________________________
 KV1194  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KV1194  DYNAMIC HT  -          79.719 (meters)     261.54  (feet)  COMP
 KV1194  MODELED GRAV-     980,172.3   (mgal)                       NAVD 88
 KV1194
 KV1194  VERT ORDER  -  FIRST     CLASS II
 KV1194
 KV1194.The horizontal coordinates were scaled from a topographic map and have
 KV1194.an estimated accuracy of +/- 6 seconds.
 KV1194
 KV1194.The orthometric height was determined by differential leveling
 KV1194.and adjusted by the National Geodetic Survey in June 1991..
 KV1194
 KV1194.The geoid height was determined by GEOID03.
 KV1194
 KV1194.The dynamic height is computed by dividing the NAVD 88
 KV1194.geopotential number by the normal gravity value computed on the
 KV1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1194.degrees latitude (g = 980.6199 gals.).
 KV1194
 KV1194.The modeled gravity was interpolated from observed gravity values.
 KV1194
 KV1194;                    North         East    Units  Estimated Accuracy
 KV1194;SPC NJ       -   199,820.      123,570.      MT  (+/- 180 meters Scaled)
 KV1194
 KV1194                          SUPERSEDED SURVEY CONTROL
 KV1194
 KV1194  NGVD 29 (??/??/??)   80.001  (m)          262.47   (f) ADJUSTED    1 2
 KV1194
 KV1194.Superseded values are not recommended for survey control.
 KV1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1194.See file dsdata.txt to determine how the superseded data were derived.
 KV1194
 KV1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK158980(NAD 83)
 KV1194_MARKER: DB = BENCH MARK DISK
 KV1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1194_STAMPING: V 28 1942
 KV1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1194+STABILITY: SURFACE MOTION
 KV1194
 KV1194  HISTORY     - Date     Condition        Report By
 KV1194  HISTORY     - 1942     MONUMENTED       CGS
 KV1194  HISTORY     - 1968     GOOD             CGS
 KV1194  HISTORY     - 1975     POOR             NGS
 KV1194  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 KV1194
 KV1194                          STATION DESCRIPTION
 KV1194
 KV1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1194'1.3 MI E FROM LEBANON.
 KV1194'1.3 MILES EAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 KV1194'THE STATION AT LEBANON, HUNTERDON COUNTY, 0.2 MILE EAST OF AN
 KV1194'AUTOMATIC SIGNAL, AT A PRIVATE-ROAD CROSSING, 36 FEET SOUTH OF
 KV1194'THE SOUTH RAIL OF THE EAST-BOUND TRACK, 12 FEET EAST OF THE
 KV1194'CENTERLINE OF THE ROAD, 5 1/2 FEET EAST OF AN IRON SIGNPOST,
 KV1194'2 1/2 FEET SOUTH OF A ROW OF POLES, AND 2 FEET NORTH OF THE
 KV1194'RIGHT-OF-WAY FENCE.
 KV1194
 KV1194                          STATION RECOVERY (1968)
 KV1194
 KV1194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KV1194'RECOVERED IN GOOD CONDITION.
 KV1194
 KV1194                          STATION RECOVERY (1975)
 KV1194
 KV1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 KV1194'MARK RECOVERED IN POOR CONDITION.
 KV1194
 KV1194                          STATION RECOVERY (1998)
 KV1194
 KV1194'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV1194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1069 ***********************************************************************
 KV1069  DESIGNATION -  V 29
 KV1069  PID         -  KV1069
 KV1069  STATE/COUNTY-  NJ/HUNTERDON
 KV1069  USGS QUAD   -  STOCKTON (1981)
 KV1069
 KV1069                         *CURRENT SURVEY CONTROL
 KV1069  ___________________________________________________________________
 KV1069* NAD 83(1986)-  40 28 47.     (N)    074 58 11.     (W)     SCALED    
 KV1069* NAVD 88     -       145.363  (meters)     476.91   (feet)  ADJUSTED  
 KV1069  ___________________________________________________________________
 KV1069  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KV1069  DYNAMIC HT  -         145.292 (meters)     476.68  (feet)  COMP
 KV1069  MODELED GRAV-     980,131.2   (mgal)                       NAVD 88
 KV1069
 KV1069  VERT ORDER  -  SECOND    CLASS 0
 KV1069
 KV1069.The horizontal coordinates were scaled from a topographic map and have
 KV1069.an estimated accuracy of +/- 6 seconds.
 KV1069
 KV1069.The orthometric height was determined by differential leveling
 KV1069.and adjusted by the National Geodetic Survey in June 1991..
 KV1069
 KV1069.The geoid height was determined by GEOID03.
 KV1069
 KV1069.The dynamic height is computed by dividing the NAVD 88
 KV1069.geopotential number by the normal gravity value computed on the
 KV1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1069.degrees latitude (g = 980.6199 gals.).
 KV1069
 KV1069.The modeled gravity was interpolated from observed gravity values.
 KV1069
 KV1069;                    North         East    Units  Estimated Accuracy
 KV1069;SPC NJ       -   182,880.      110,180.      MT  (+/- 180 meters Scaled)
 KV1069
 KV1069                          SUPERSEDED SURVEY CONTROL
 KV1069
 KV1069  NGVD 29 (??/??/??)  145.618  (m)          477.75   (f) ADJUSTED    2 0
 KV1069
 KV1069.Superseded values are not recommended for survey control.
 KV1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1069.See file dsdata.txt to determine how the superseded data were derived.
 KV1069
 KV1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK025810(NAD 83)
 KV1069_MARKER: DB = BENCH MARK DISK
 KV1069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1069_SP_SET: CULVERT
 KV1069_STAMPING: V 29 1942
 KV1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1069
 KV1069  HISTORY     - Date     Condition        Report By
 KV1069  HISTORY     - 1942     MONUMENTED       CGS
 KV1069
 KV1069                          STATION DESCRIPTION
 KV1069
 KV1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1069'0.3 MI S FROM LOCKTOWN.
 KV1069'0.3 MILE SOUTH ALONG A TAR ROAD FROM THE ROAD INTERSECTION AT
 KV1069'LOCKTOWN, HUNTERDON COUNTY, 0.1 MILE SOUTH OF A CHURCH AND THE
 KV1069'JUNCTION OF A ROAD LEADING EAST, AT A LARGE CONCRETE BOX CULVERT,
 KV1069'AND IN THE NORTH END OF THE WEST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0572 ***********************************************************************
 JU0572  DESIGNATION -  V 3
 JU0572  PID         -  JU0572
 JU0572  STATE/COUNTY-  NJ/ATLANTIC
 JU0572  USGS QUAD   -  EGG HARBOR CITY (1977)
 JU0572
 JU0572                         *CURRENT SURVEY CONTROL
 JU0572  ___________________________________________________________________
 JU0572* NAD 83(1986)-  39 34 25.     (N)    074 42 59.     (W)     SCALED    
 JU0572* NAVD 88     -        27.510  (meters)      90.26   (feet)  ADJUSTED  
 JU0572  ___________________________________________________________________
 JU0572  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 JU0572  DYNAMIC HT  -          27.496 (meters)      90.21  (feet)  COMP
 JU0572  MODELED GRAV-     980,132.1   (mgal)                       NAVD 88
 JU0572
 JU0572  VERT ORDER  -  FIRST     CLASS I
 JU0572
 JU0572.The horizontal coordinates were scaled from a topographic map and have
 JU0572.an estimated accuracy of +/- 6 seconds.
 JU0572
 JU0572.The orthometric height was determined by differential leveling
 JU0572.and adjusted by the National Geodetic Survey in June 1991..
 JU0572
 JU0572.The geoid height was determined by GEOID03.
 JU0572
 JU0572.The dynamic height is computed by dividing the NAVD 88
 JU0572.geopotential number by the normal gravity value computed on the
 JU0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0572.degrees latitude (g = 980.6199 gals.).
 JU0572
 JU0572.The modeled gravity was interpolated from observed gravity values.
 JU0572
 JU0572;                    North         East    Units  Estimated Accuracy
 JU0572;SPC NJ       -    82,200.      131,410.      MT  (+/- 180 meters Scaled)
 JU0572
 JU0572                          SUPERSEDED SURVEY CONTROL
 JU0572
 JU0572  NGVD 29 (??/??/??)   27.880  (m)           91.47   (f) ADJUSTED    1 1
 JU0572
 JU0572.Superseded values are not recommended for survey control.
 JU0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0572.See file dsdata.txt to determine how the superseded data were derived.
 JU0572
 JU0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ243804(NAD 83)
 JU0572_MARKER: DB = BENCH MARK DISK
 JU0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0572_STAMPING: V-3 91.420 1924
 JU0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0572+STABILITY: SURFACE MOTION
 JU0572
 JU0572  HISTORY     - Date     Condition        Report By
 JU0572  HISTORY     - 1924     MONUMENTED       CGS
 JU0572  HISTORY     - 1963     GOOD             CGS
 JU0572
 JU0572                          STATION DESCRIPTION
 JU0572
 JU0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0572'AT ELWOOD.
 JU0572'AT ELWOOD, ABOUT 0.15 MILE SOUTHWEST ALONG A BLACK TOP ROAD
 JU0572'FROM THE CROSSING OF THE PENNSYLVANIA-READING SEASHORE LINES,
 JU0572'ALONG THE ABANDONED READING RAILWAY WHICH IS NOW READING STREET,
 JU0572'92.5 FEET NORTHWEST OF CENTER LINE OF BLACK TOP ROAD, 24 FEET
 JU0572'NORTHEAST OF CENTERLINE OF STREET, 49.7 FEET SOUTHWEST OF SOUTH
 JU0572'CORNER OF A FRAME HOUSE IN THE NORTH QUARTER OF THE INTERSECTION,
 JU0572'ABOUT 1 FOOT ABOVE LEVEL OF STREET, AND SET IN THE TOP OF A
 JU0572'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0573 ***********************************************************************
 JU0573  DESIGNATION -  V 3 RESET 1934
 JU0573  PID         -  JU0573
 JU0573  STATE/COUNTY-  NJ/ATLANTIC
 JU0573  USGS QUAD   -  EGG HARBOR CITY (1977)
 JU0573
 JU0573                         *CURRENT SURVEY CONTROL
 JU0573  ___________________________________________________________________
 JU0573* NAD 83(1986)-  39 34 31.     (N)    074 43 08.     (W)     SCALED    
 JU0573* NAVD 88     -        27.653  (meters)      90.72   (feet)  ADJUSTED  
 JU0573  ___________________________________________________________________
 JU0573  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JU0573  DYNAMIC HT  -          27.639 (meters)      90.68  (feet)  COMP
 JU0573  MODELED GRAV-     980,132.1   (mgal)                       NAVD 88
 JU0573
 JU0573  VERT ORDER  -  FIRST     CLASS I
 JU0573
 JU0573.The horizontal coordinates were scaled from a topographic map and have
 JU0573.an estimated accuracy of +/- 6 seconds.
 JU0573
 JU0573.The orthometric height was determined by differential leveling
 JU0573.and adjusted by the National Geodetic Survey in June 1991..
 JU0573
 JU0573.The geoid height was determined by GEOID03.
 JU0573
 JU0573.The dynamic height is computed by dividing the NAVD 88
 JU0573.geopotential number by the normal gravity value computed on the
 JU0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0573.degrees latitude (g = 980.6199 gals.).
 JU0573
 JU0573.The modeled gravity was interpolated from observed gravity values.
 JU0573
 JU0573;                    North         East    Units  Estimated Accuracy
 JU0573;SPC NJ       -    82,390.      131,200.      MT  (+/- 180 meters Scaled)
 JU0573
 JU0573                          SUPERSEDED SURVEY CONTROL
 JU0573
 JU0573  NGVD 29 (??/??/??)   28.024  (m)           91.94   (f) ADJUSTED    1 1
 JU0573
 JU0573.Superseded values are not recommended for survey control.
 JU0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0573.See file dsdata.txt to determine how the superseded data were derived.
 JU0573
 JU0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ241806(NAD 83)
 JU0573_MARKER: DB = BENCH MARK DISK
 JU0573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0573_SP_SET: LIGHT SIGNAL
 JU0573_STAMPING: V 3 RESET 1934
 JU0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0573
 JU0573  HISTORY     - Date     Condition        Report By
 JU0573  HISTORY     - 1934     MONUMENTED       CGS
 JU0573  HISTORY     - 1963     GOOD             CGS
 JU0573
 JU0573                          STATION DESCRIPTION
 JU0573
 JU0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0573'AT ELWOOD.
 JU0573'AT ELWOOD, ALONG THE PENNSYLVANIA-READING SEASHORE LINES, AT THE
 JU0573'WAITING STATION, AT THE CROSSING OF A BLACK TOP ROAD LEADING
 JU0573'NORTHEAST AND SOUTHEAST, 41.5 FEET WEST NORTHWEST OF CENTER
 JU0573'OF THE CROSSING, SET ON TOP OF THE NORTH CORNER OF POSITION-LIGHT
 JU0573'SIGNAL 365, 7.4 FEET SOUTHWEST OF SOUTHWEST RAIL, AND ABOUT
 JU0573'LEVEL WITH TRACK.  NOTE-- THIS BENCH MARK IS ALSO ABOUT 0.15 MILE
 JU0573'SOUTHWEST ALONG A BLACK TOP ROAD FROM THE INTERSECTION OF
 JU0573'U.S. HIGHWAY 30 AT ELWOOD.  THIS INTERSECTION HAS THE ONLY
 JU0573'STOPLIGHT IN ELWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0756 ***********************************************************************
 LY0756  DESIGNATION -  V 30
 LY0756  PID         -  LY0756
 LY0756  STATE/COUNTY-  NJ/SUSSEX
 LY0756  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY0756
 LY0756                         *CURRENT SURVEY CONTROL
 LY0756  ___________________________________________________________________
 LY0756* NAD 83(1986)-  41 05 41.     (N)    074 56 48.     (W)     SCALED    
 LY0756* NAVD 88     -       303.074  (meters)     994.34   (feet)  ADJUSTED  
 LY0756  ___________________________________________________________________
 LY0756  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 LY0756  DYNAMIC HT  -         302.942 (meters)     993.90  (feet)  COMP
 LY0756  MODELED GRAV-     980,178.5   (mgal)                       NAVD 88
 LY0756
 LY0756  VERT ORDER  -  SECOND    CLASS 0
 LY0756
 LY0756.The horizontal coordinates were scaled from a topographic map and have
 LY0756.an estimated accuracy of +/- 6 seconds.
 LY0756
 LY0756.The orthometric height was determined by differential leveling
 LY0756.and adjusted by the National Geodetic Survey in June 1991..
 LY0756
 LY0756.The geoid height was determined by GEOID03.
 LY0756
 LY0756.The dynamic height is computed by dividing the NAVD 88
 LY0756.geopotential number by the normal gravity value computed on the
 LY0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0756.degrees latitude (g = 980.6199 gals.).
 LY0756
 LY0756.The modeled gravity was interpolated from observed gravity values.
 LY0756
 LY0756;                    North         East    Units  Estimated Accuracy
 LY0756;SPC NJ       -   251,160.      112,480.      MT  (+/- 180 meters Scaled)
 LY0756
 LY0756                          SUPERSEDED SURVEY CONTROL
 LY0756
 LY0756  NGVD 29 (??/??/92)  303.264  (m)          994.96   (f) ADJ UNCH    2 0
 LY0756
 LY0756.Superseded values are not recommended for survey control.
 LY0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0756.See file dsdata.txt to determine how the superseded data were derived.
 LY0756
 LY0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL044492(NAD 83)
 LY0756_MARKER: DB = BENCH MARK DISK
 LY0756_SETTING: 80 = SET IN A BOULDER
 LY0756_SP_SET: BOULDER
 LY0756_STAMPING: V 30 1942
 LY0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0756+STABILITY: SURFACE MOTION
 LY0756
 LY0756  HISTORY     - Date     Condition        Report By
 LY0756  HISTORY     - 1942     MONUMENTED       CGS
 LY0756
 LY0756                          STATION DESCRIPTION
 LY0756
 LY0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0756'1.7 MI SE FROM FLATBROOKVILLE.
 LY0756'0.3 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0756'AT FLATBROOKVILLE, THENCE 0.7 MILE SOUTH ALONG A GRAVEL ROAD,
 LY0756'THENCE 0.7 MILE EAST ALONG A GRAVEL ROAD, ABOUT 200 FEET SOUTHWEST
 LY0756'OF A WHITE 2-STORY FARMHOUSE, 39.1 FEET WEST OF THE NORTHWEST
 LY0756'CORNER OF A GARAGE, 27 FEET SOUTH OF THE CENTER LINE OF THE
 LY0756'ROAD, 18 FEET NORTH OF A ROCK FENCE.  A STANDARD DISK, SET IN
 LY0756'THE TOP OF A LARGE OUTCROPPING BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0469 ***********************************************************************
 LY0469  DESIGNATION -  V 32
 LY0469  PID         -  LY0469
 LY0469  STATE/COUNTY-  NJ/BERGEN
 LY0469  USGS QUAD   -  RAMSEY (1995)
 LY0469
 LY0469                         *CURRENT SURVEY CONTROL
 LY0469  ___________________________________________________________________
 LY0469* NAD 83(1986)-  41 00 40.     (N)    074 11 22.     (W)     SCALED    
 LY0469* NAVD 88     -       126.956  (meters)     416.52   (feet)  ADJUSTED  
 LY0469  ___________________________________________________________________
 LY0469  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 LY0469  DYNAMIC HT  -         126.903 (meters)     416.35  (feet)  COMP
 LY0469  MODELED GRAV-     980,204.7   (mgal)                       NAVD 88
 LY0469
 LY0469  VERT ORDER  -  SECOND    CLASS 0
 LY0469
 LY0469.The horizontal coordinates were scaled from a topographic map and have
 LY0469.an estimated accuracy of +/- 6 seconds.
 LY0469
 LY0469.The orthometric height was determined by differential leveling
 LY0469.and adjusted by the National Geodetic Survey in June 1991..
 LY0469
 LY0469.The geoid height was determined by GEOID03.
 LY0469
 LY0469.The dynamic height is computed by dividing the NAVD 88
 LY0469.geopotential number by the normal gravity value computed on the
 LY0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0469.degrees latitude (g = 980.6199 gals.).
 LY0469
 LY0469.The modeled gravity was interpolated from observed gravity values.
 LY0469
 LY0469;                    North         East    Units  Estimated Accuracy
 LY0469;SPC NJ       -   241,830.      176,120.      MT  (+/- 180 meters Scaled)
 LY0469
 LY0469                          SUPERSEDED SURVEY CONTROL
 LY0469
 LY0469  NGVD 29 (??/??/92)  127.234  (m)          417.43   (f) ADJ UNCH    2 0
 LY0469
 LY0469.Superseded values are not recommended for survey control.
 LY0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0469.See file dsdata.txt to determine how the superseded data were derived.
 LY0469
 LY0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL681403(NAD 83)
 LY0469_MARKER: DB = BENCH MARK DISK
 LY0469_SETTING: 66 = SET IN ROCK OUTCROP
 LY0469_SP_SET: ROCK OUTCROP
 LY0469_STAMPING: V 32 1942
 LY0469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0469+STABILITY: POSITION/ELEVATION WELL
 LY0469
 LY0469  HISTORY     - Date     Condition        Report By
 LY0469  HISTORY     - 1942     MONUMENTED       CGS
 LY0469
 LY0469                          STATION DESCRIPTION
 LY0469
 LY0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0469'1 MI W FROM WYCKOFF.
 LY0469'ABOUT 1.0 MILE WEST ALONG A SURFACED ROAD FROM THE POLICE STATION
 LY0469'AT WYCKOFF, BERGEN COUNTY, 11 FEET WEST OF THE CENTER LINE OF
 LY0469'THE ENTRANCE TO THE WILLIAM HADDEN RESIDENCE, 7.5 FEET SOUTHEAST
 LY0469'OF THE NORTHEAST CORNER OF A ROADSIDE STAND, 58.5 FEET SOUTH OF
 LY0469'THE CENTER LINE OF THE ROAD, AND IN A ROCK OUTCROP.  A STANDARD
 LY0469'DISK, STAMPED V 32 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0742 ***********************************************************************
 LY0742  DESIGNATION -  V 33
 LY0742  PID         -  LY0742
 LY0742  STATE/COUNTY-  NJ/WARREN
 LY0742  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY0742
 LY0742                         *CURRENT SURVEY CONTROL
 LY0742  ___________________________________________________________________
 LY0742* NAD 83(1986)-  41 01 24.     (N)    074 57 25.     (W)     SCALED    
 LY0742* NAVD 88     -       252.994  (meters)     830.03   (feet)  ADJUSTED  
 LY0742  ___________________________________________________________________
 LY0742  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LY0742  DYNAMIC HT  -         252.883 (meters)     829.67  (feet)  COMP
 LY0742  MODELED GRAV-     980,176.1   (mgal)                       NAVD 88
 LY0742
 LY0742  VERT ORDER  -  SECOND    CLASS 0
 LY0742
 LY0742.The horizontal coordinates were scaled from a topographic map and have
 LY0742.an estimated accuracy of +/- 6 seconds.
 LY0742
 LY0742.The orthometric height was determined by differential leveling
 LY0742.and adjusted by the National Geodetic Survey in June 1991..
 LY0742
 LY0742.The geoid height was determined by GEOID03.
 LY0742
 LY0742.The dynamic height is computed by dividing the NAVD 88
 LY0742.geopotential number by the normal gravity value computed on the
 LY0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0742.degrees latitude (g = 980.6199 gals.).
 LY0742
 LY0742.The modeled gravity was interpolated from observed gravity values.
 LY0742
 LY0742;                    North         East    Units  Estimated Accuracy
 LY0742;SPC NJ       -   243,240.      111,570.      MT  (+/- 180 meters Scaled)
 LY0742
 LY0742                          SUPERSEDED SURVEY CONTROL
 LY0742
 LY0742  NGVD 29 (??/??/92)  253.191  (m)          830.68   (f) ADJ UNCH    2 0
 LY0742
 LY0742.Superseded values are not recommended for survey control.
 LY0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0742.See file dsdata.txt to determine how the superseded data were derived.
 LY0742
 LY0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL036413(NAD 83)
 LY0742_MARKER: DB = BENCH MARK DISK
 LY0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0742_STAMPING: V 33 1942
 LY0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0742+STABILITY: SURFACE MOTION
 LY0742
 LY0742  HISTORY     - Date     Condition        Report By
 LY0742  HISTORY     - 1942     MONUMENTED       CGS
 LY0742  HISTORY     - 1976     GOOD             NGS
 LY0742  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 LY0742  HISTORY     - 20050220 GOOD             GEOCAC
 LY0742
 LY0742                          STATION DESCRIPTION
 LY0742
 LY0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0742'3.5 MI N FROM BLAIRSTOWN.
 LY0742'3.5 MILES NORTH ALONG THE BLAIRSTOWN-MILLBROOK ROAD FROM THE
 LY0742'POST OFFICE AT BLAIRSTOWN, ABOUT 500 FEET SOUTHWEST OF THE ENTRANCE
 LY0742'TO THE PRINCETON SUMMER CAMP, AT AN INTERSECTION OF THE BLACK
 LY0742'TOP ROAD, AND A GRAVEL ROAD LEADING NORTHWEST, 67 FEET NORTH OF
 LY0742'AND ACROSS THE ROAD FROM POWER LINE POLE NO. HK 149, 43 FEET
 LY0742'NORTHEAST OF THE CENTER LINE OF THE GRAVEL ROAD, 28 FEET NORTHWEST
 LY0742'OF THE CENTER LINE OF THE BLACK TOP ROAD, BETWEEN A ROCK FENCE
 LY0742'AND A WIRE FENCE, AND 2 FEET SOUTHWEST OF A STANDARD REFERENCE
 LY0742'POST.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 LY0742
 LY0742                          STATION RECOVERY (1976)
 LY0742
 LY0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LY0742'RECOVERED IN GOOD CONDITION.
 LY0742
 LY0742                          STATION RECOVERY (1995)
 LY0742
 LY0742'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY0742'MARK NOT FOUND.
 LY0742
 LY0742                          STATION RECOVERY (2005)
 LY0742
 LY0742'RECOVERY NOTE BY GEOCACHING 2005 (JRI)
 LY0742'HANDHELD GPS COORDINATES 41 01 24.5 (N) 074 57 24.4 (W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0829 ***********************************************************************
 LY0829  DESIGNATION -  V 34
 LY0829  PID         -  LY0829
 LY0829  STATE/COUNTY-  NJ/SUSSEX
 LY0829  USGS QUAD   -  CULVERS GAP (1997)
 LY0829
 LY0829                         *CURRENT SURVEY CONTROL
 LY0829  ___________________________________________________________________
 LY0829* NAD 83(1986)-  41 13 24.     (N)    074 46 34.     (W)     SCALED    
 LY0829* NAVD 88     -       207.156  (meters)     679.64   (feet)  ADJUSTED  
 LY0829  ___________________________________________________________________
 LY0829  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LY0829  DYNAMIC HT  -         207.068 (meters)     679.36  (feet)  COMP
 LY0829  MODELED GRAV-     980,190.6   (mgal)                       NAVD 88
 LY0829
 LY0829  VERT ORDER  -  SECOND    CLASS 0
 LY0829
 LY0829.The horizontal coordinates were scaled from a topographic map and have
 LY0829.an estimated accuracy of +/- 6 seconds.
 LY0829
 LY0829.The orthometric height was determined by differential leveling
 LY0829.and adjusted by the National Geodetic Survey in June 1991..
 LY0829
 LY0829.The geoid height was determined by GEOID03.
 LY0829
 LY0829.The dynamic height is computed by dividing the NAVD 88
 LY0829.geopotential number by the normal gravity value computed on the
 LY0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0829.degrees latitude (g = 980.6199 gals.).
 LY0829
 LY0829.The modeled gravity was interpolated from observed gravity values.
 LY0829
 LY0829;                    North         East    Units  Estimated Accuracy
 LY0829;SPC NJ       -   265,380.      126,850.      MT  (+/- 180 meters Scaled)
 LY0829
 LY0829                          SUPERSEDED SURVEY CONTROL
 LY0829
 LY0829  NGVD 29 (??/??/92)  207.343  (m)          680.26   (f) ADJ UNCH    2 0
 LY0829
 LY0829.Superseded values are not recommended for survey control.
 LY0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0829.See file dsdata.txt to determine how the superseded data were derived.
 LY0829
 LY0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL187635(NAD 83)
 LY0829_MARKER: DB = BENCH MARK DISK
 LY0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0829_STAMPING: V 34 1942
 LY0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0829+STABILITY: SURFACE MOTION
 LY0829
 LY0829  HISTORY     - Date     Condition        Report By
 LY0829  HISTORY     - 1942     MONUMENTED       CGS
 LY0829  HISTORY     - 19950110 MARK NOT FOUND   NJGS
 LY0829
 LY0829                          STATION DESCRIPTION
 LY0829
 LY0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0829'11.2 MI SW FROM COLESVILLE.
 LY0829'4.2 MILES SOUTHWEST ALONG THE COLESVILLE TO BEEMERVILLE
 LY0829'GRAVEL ROAD, FROM THE POST OFFICE AT COLESVILLE, THENCE 1.7
 LY0829'MILES SOUTHWEST ALONG A NARROW GRAVEL ROAD, THENCE 0.7 MILE
 LY0829'NORTHWEST ALONG AN OLD ABANDONED ROAD, THENCE 1.9 MILES NORTHWEST
 LY0829'ALONG CRIGGER ROAD, THENCE 2.1 MILES SKELLINGER ROAD, THENCE 0.6
 LY0829'MILE SOUTHWEST ALONG FLATBROOK ROAD, 0.1 MILE NORTHEAST OF A
 LY0829'2-STORY FRAME FARMHOUSE, AT THE NORTHEAST EDGE OF AN APPLE
 LY0829'ORCHARD, 33 FEET NORTHWEST OF A 2-STORY FRAME FARMHOUSE, AT THE
 LY0829'NORTHEAST EDGE OF AN APPLE ORCHARD, 33 FEET NORTHWEST OF THE
 LY0829'CENTER LINE OF THE ROAD, 23.8 FEET WEST OF THE WEST CORNER OF
 LY0829'A SMALL SPRING HOUSE, 3 FEET EAST OF A FENCE CORNER POST, AND
 LY0829'1.5 FEET SOUTHEAST OF A STANDARD REFERENCE POST.  A STANDARD
 LY0829'DISK, SET IN THE TOP OF A CONCRETE POST.
 LY0829
 LY0829                          STATION RECOVERY (1995)
 LY0829
 LY0829'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0829'THE STATION WAS SEARCHED FOR AND NOT RECOVERD AFTER A QUARTER HOUR
 LY0829'SEARCH BY A TWO MAN PARTY.  THE TIES MENTIONED IN THE PREVIOUS
 LY0829'RECOVERY ARE NO LONGER VALID AND THE DESCRIPTION HAS BECOME AMBIGUOUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0764 ***********************************************************************
 LY0764  DESIGNATION -  V 35
 LY0764  PID         -  LY0764
 LY0764  STATE/COUNTY-  NJ/SUSSEX
 LY0764  USGS QUAD   -  NEWTON WEST (1994)
 LY0764
 LY0764                         *CURRENT SURVEY CONTROL
 LY0764  ___________________________________________________________________
 LY0764* NAD 83(1986)-  41 00 39.     (N)    074 50 03.     (W)     SCALED    
 LY0764* NAVD 88     -       220.223  (meters)     722.51   (feet)  ADJUSTED  
 LY0764  ___________________________________________________________________
 LY0764  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LY0764  DYNAMIC HT  -         220.125 (meters)     722.19  (feet)  COMP
 LY0764  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 LY0764
 LY0764  VERT ORDER  -  SECOND    CLASS 0
 LY0764
 LY0764.The horizontal coordinates were scaled from a topographic map and have
 LY0764.an estimated accuracy of +/- 6 seconds.
 LY0764
 LY0764.The orthometric height was determined by differential leveling
 LY0764.and adjusted by the National Geodetic Survey in June 1991..
 LY0764
 LY0764.The geoid height was determined by GEOID03.
 LY0764
 LY0764.The dynamic height is computed by dividing the NAVD 88
 LY0764.geopotential number by the normal gravity value computed on the
 LY0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0764.degrees latitude (g = 980.6199 gals.).
 LY0764
 LY0764.The modeled gravity was interpolated from observed gravity values.
 LY0764
 LY0764;                    North         East    Units  Estimated Accuracy
 LY0764;SPC NJ       -   241,800.      121,890.      MT  (+/- 180 meters Scaled)
 LY0764
 LY0764                          SUPERSEDED SURVEY CONTROL
 LY0764
 LY0764  NGVD 29 (??/??/92)  220.432  (m)          723.20   (f) ADJ UNCH    2 0
 LY0764
 LY0764.Superseded values are not recommended for survey control.
 LY0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0764.See file dsdata.txt to determine how the superseded data were derived.
 LY0764
 LY0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL139399(NAD 83)
 LY0764_MARKER: DB = BENCH MARK DISK
 LY0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0764_STAMPING: V 35 1942
 LY0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0764+STABILITY: SURFACE MOTION
 LY0764
 LY0764  HISTORY     - Date     Condition        Report By
 LY0764  HISTORY     - 1942     MONUMENTED       CGS
 LY0764
 LY0764                          STATION DESCRIPTION
 LY0764
 LY0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0764'3.9 MI N FROM GREENDELL.
 LY0764'0.2 MILE WEST ALONG THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 LY0764'FROM THE STATION AT GREENDELL, THENCE 1.4 MILES NORTHWEST ALONG
 LY0764'A GRAVEL ROAD, THENCE 1.0 MILE NORTH ALONG A BLACK TOP ROAD,
 LY0764'THENCE 0.2 MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE 1.1 MILES
 LY0764'NORTHEAST ALONG A GRAVEL ROAD, AT A WHITE 2-STORY FARMHOUSE,
 LY0764'ABOUT 85 FEET SOUTHEAST OF THE EAST CORNER, ON THE NORTHEAST
 LY0764'EDGE OF A PASTURE, 34 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LY0764'ROAD, 2.3 FEET SOUTHWEST OF THE PASTURE FENCE, AND 1.2 FEET
 LY0764'NORTHWEST OF A STANDARD REFERENCE POST.  A STANDARD DISK, SET IN
 LY0764'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0767 ***********************************************************************
 KV0767  DESIGNATION -  V 36 RESET 1952
 KV0767  PID         -  KV0767
 KV0767  STATE/COUNTY-  NJ/MIDDLESEX
 KV0767  USGS QUAD   -  KEYPORT (1977)
 KV0767
 KV0767                         *CURRENT SURVEY CONTROL
 KV0767  ___________________________________________________________________
 KV0767* NAD 83(1986)-  40 26 34.     (N)    074 13 47.     (W)     SCALED    
 KV0767* NAVD 88     -         4.712  (meters)      15.46   (feet)  ADJUSTED  
 KV0767  ___________________________________________________________________
 KV0767  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV0767  DYNAMIC HT  -           4.710 (meters)      15.45  (feet)  COMP
 KV0767  MODELED GRAV-     980,222.1   (mgal)                       NAVD 88
 KV0767
 KV0767  VERT ORDER  -  FIRST     CLASS II
 KV0767
 KV0767.The horizontal coordinates were scaled from a topographic map and have
 KV0767.an estimated accuracy of +/- 6 seconds.
 KV0767
 KV0767.The orthometric height was determined by differential leveling
 KV0767.and adjusted by the National Geodetic Survey in June 1991..
 KV0767
 KV0767.The geoid height was determined by GEOID03.
 KV0767
 KV0767.The dynamic height is computed by dividing the NAVD 88
 KV0767.geopotential number by the normal gravity value computed on the
 KV0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0767.degrees latitude (g = 980.6199 gals.).
 KV0767
 KV0767.The modeled gravity was interpolated from observed gravity values.
 KV0767
 KV0767;                    North         East    Units  Estimated Accuracy
 KV0767;SPC NJ       -   178,710.      172,930.      MT  (+/- 180 meters Scaled)
 KV0767
 KV0767                          SUPERSEDED SURVEY CONTROL
 KV0767
 KV0767  NGVD 29 (04/16/92)    4.909  (m)           16.11   (f) ADJUSTED    1 2
 KV0767
 KV0767.Superseded values are not recommended for survey control.
 KV0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0767.See file dsdata.txt to determine how the superseded data were derived.
 KV0767
 KV0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK653771(NAD 83)
 KV0767_MARKER: DB = BENCH MARK DISK
 KV0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0767_STAMPING: V 36 1952 RESET
 KV0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0767+STABILITY: SURFACE MOTION
 KV0767
 KV0767  HISTORY     - Date     Condition        Report By
 KV0767  HISTORY     - 1952     MONUMENTED       CGS
 KV0767  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0767
 KV0767                          STATION DESCRIPTION
 KV0767
 KV0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0767'1.8 MI NW FROM KEYPORT.
 KV0767'1.75 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE OVERPASS
 KV0767'OF CENTRAL RAILROAD OF NEW JERSEY OVER THE HIGHWAY AT KEYPORT,
 KV0767'ABOUT 0.4 MILE SOUTHEAST OF INTERSECTION OF OCEAN BOULEVARD IN
 KV0767'CLIFFWOOD BEACH, ABOUT 0.95 MILE NORTHWEST OF NORTHWEST END OF
 KV0767'BRIDGE OVER MATAWAN CREEK, ON THE NORTHWEST SLOPE AND NEAR THE
 KV0767'TOP OF A GRADE, ABOUT 108 YARDS NORTHWEST OF CENTER OF JUNCTION
 KV0767'OF A BLACK TOP ROAD LEADING SOUTHWEST, 21 FEET NORTHEAST OF
 KV0767'CENTER LINE OF HIGHWAY, 9 FEET NORTHWEST OF A TELEPHONE POLE
 KV0767'(THE THIRD POLE NORTHWEST OF ROAD JUNCTION), ABOUT LEVEL WITH
 KV0767'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 KV0767'INCHES.  NOTE-- THIS MARK WAS RESET AND LEVELED TO BY THIS
 KV0767'PARTY AFTER LEVELING WAS COMPLETED ON BM V 36 1952.  ORIGINAL
 KV0767'MARK WAS DESTROYED DUE TO WIDENING OF HIGHWAY AND MOVING OF
 KV0767'TELEPHONE LINE.
 KV0767
 KV0767                          STATION RECOVERY (1964)
 KV0767
 KV0767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0240 ***********************************************************************
 KV0240  DESIGNATION -  V 37
 KV0240  PID         -  KV0240
 KV0240  STATE/COUNTY-  NJ/ESSEX
 KV0240  USGS QUAD   -  ELIZABETH (1995)
 KV0240
 KV0240                         *CURRENT SURVEY CONTROL
 KV0240  ___________________________________________________________________
 KV0240* NAD 83(1986)-  40 41 45.     (N)    074 09 09.     (W)     SCALED    
 KV0240* NAVD 88     -         3.550  (meters)      11.65   (feet)  ADJUSTED  
 KV0240  ___________________________________________________________________
 KV0240  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KV0240  DYNAMIC HT  -           3.549 (meters)      11.64  (feet)  COMP
 KV0240  MODELED GRAV-     980,227.0   (mgal)                       NAVD 88
 KV0240
 KV0240  VERT ORDER  -  FIRST     CLASS II
 KV0240
 KV0240.The horizontal coordinates were scaled from a topographic map and have
 KV0240.an estimated accuracy of +/- 6 seconds.
 KV0240
 KV0240.The orthometric height was determined by differential leveling
 KV0240.and adjusted by the National Geodetic Survey in June 1991..
 KV0240
 KV0240.The geoid height was determined by GEOID03.
 KV0240
 KV0240.The dynamic height is computed by dividing the NAVD 88
 KV0240.geopotential number by the normal gravity value computed on the
 KV0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0240.degrees latitude (g = 980.6199 gals.).
 KV0240
 KV0240.The modeled gravity was interpolated from observed gravity values.
 KV0240
 KV0240;                    North         East    Units  Estimated Accuracy
 KV0240;SPC NJ       -   206,830.      179,370.      MT  (+/- 180 meters Scaled)
 KV0240
 KV0240                          SUPERSEDED SURVEY CONTROL
 KV0240
 KV0240  NGVD 29 (04/16/92)    3.890  (m)           12.76   (f) ADJUSTED    1 2
 KV0240
 KV0240.Superseded values are not recommended for survey control.
 KV0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0240.See file dsdata.txt to determine how the superseded data were derived.
 KV0240
 KV0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL716053(NAD 83)
 KV0240_MARKER: DB = BENCH MARK DISK
 KV0240_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV0240_SP_SET: BUILDING FOUNDATION
 KV0240_STAMPING: V 37 1952
 KV0240_MARK LOGO: CGS   
 KV0240_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0240+STABILITY: SURFACE MOTION
 KV0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0240+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1995
 KV0240
 KV0240  HISTORY     - Date     Condition        Report By
 KV0240  HISTORY     - 1952     MONUMENTED       CGS
 KV0240  HISTORY     - 1973     GOOD             NGS
 KV0240  HISTORY     - 19891012 GOOD             NJGS
 KV0240  HISTORY     - 19950310 GOOD             NJGS
 KV0240  HISTORY     - 20010314 MARK NOT FOUND   PORANY
 KV0240
 KV0240                          STATION DESCRIPTION
 KV0240
 KV0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0240'AT NEWARK.
 KV0240'AT NEWARK, ON THE SOUTH SIDE OF NORTH CHANNEL AT PORT OF NEWARK,
 KV0240'AT THE JUNCTION OF MARSH AND INTERCOASTAL STREETS, SET VERTICALLY
 KV0240'IN THE SOUTHWEST FACE AT WEST CORNER OF BULDING NO. 139 (NOW
 KV0240'UNDER CONSTRUCTION), 1 1/2 FEET SOUTHEAST OF WEST CORNER OF
 KV0240'BUILDING, 3 INCHES ABOVE LOADING RAMP AND ABOUT 4 FEET ABOVE
 KV0240'GROUND.
 KV0240
 KV0240                          STATION RECOVERY (1973)
 KV0240
 KV0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KV0240'RECOVERED IN GOOD CONDITION.
 KV0240
 KV0240                          STATION RECOVERY (1989)
 KV0240
 KV0240'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV0240'IN NEWARK, ON THE SOUTH SIDE OF THE NORTH CHANNEL OF PORT NEWARK,
 KV0240'0.16 KM (0.10 MI) SOUTHEAST ON MARSH STREET FROM ITS JUNCTION WITH
 KV0240'CORBIN STREET, SET VERTICALLY IN THE SOUTHEAST FACE AT THE WEST
 KV0240'CORNER OF A CORRUGATED METAL WAREHOUSE, NUMBER 139, CURRENTLY BEING
 KV0240'USED AS A JAGUAR AUTOMOBILE FACILITY, 0.46 M (1.5 FT) SOUTHEAST OF
 KV0240'THE WEST CORNER OF THE WAREHOUSE 0.08 M (0.3 FT) ABOVE THE LOADING
 KV0240'PLATFORM AND ABOUT 1.22 M (4.0 FT) ABOVE THE ROAD SURFACE.
 KV0240
 KV0240                          STATION RECOVERY (1995)
 KV0240
 KV0240'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0240'RECOVERED AS DESCRIBED.
 KV0240
 KV0240                          STATION RECOVERY (2001)
 KV0240
 KV0240'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV0240'BUILDING DEMOLISHED MID 1990'S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0342 ***********************************************************************
 KV0342  DESIGNATION -  V 38
 KV0342  PID         -  KV0342
 KV0342  STATE/COUNTY-  NJ/HUDSON
 KV0342  USGS QUAD   -  JERSEY CITY (1981)
 KV0342
 KV0342                         *CURRENT SURVEY CONTROL
 KV0342  ___________________________________________________________________
 KV0342* NAD 83(1986)-  40 42 20.     (N)    074 05 59.     (W)     SCALED    
 KV0342* NAVD 88     -         3.531  (meters)      11.58   (feet)  ADJUSTED  
 KV0342  ___________________________________________________________________
 KV0342  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV0342  DYNAMIC HT  -           3.529 (meters)      11.58  (feet)  COMP
 KV0342  MODELED GRAV-     980,238.4   (mgal)                       NAVD 88
 KV0342
 KV0342  VERT ORDER  -  FIRST     CLASS II
 KV0342
 KV0342.The horizontal coordinates were scaled from a topographic map and have
 KV0342.an estimated accuracy of +/- 6 seconds.
 KV0342
 KV0342.The orthometric height was determined by differential leveling
 KV0342.and adjusted by the National Geodetic Survey in June 1991..
 KV0342
 KV0342.The geoid height was determined by GEOID03.
 KV0342
 KV0342.The dynamic height is computed by dividing the NAVD 88
 KV0342.geopotential number by the normal gravity value computed on the
 KV0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0342.degrees latitude (g = 980.6199 gals.).
 KV0342
 KV0342.The modeled gravity was interpolated from observed gravity values.
 KV0342
 KV0342;                    North         East    Units  Estimated Accuracy
 KV0342;SPC NJ       -   207,930.      183,820.      MT  (+/- 180 meters Scaled)
 KV0342
 KV0342                          SUPERSEDED SURVEY CONTROL
 KV0342
 KV0342  NGVD 29 (04/16/92)    3.877  (m)           12.72   (f) ADJUSTED    1 2
 KV0342
 KV0342.Superseded values are not recommended for survey control.
 KV0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0342.See file dsdata.txt to determine how the superseded data were derived.
 KV0342
 KV0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL760064(NAD 83)
 KV0342_MARKER: DB = BENCH MARK DISK
 KV0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0342_STAMPING: V 38 1952
 KV0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0342+STABILITY: SURFACE MOTION
 KV0342
 KV0342  HISTORY     - Date     Condition        Report By
 KV0342  HISTORY     - 1952     MONUMENTED       CGS
 KV0342
 KV0342                          STATION DESCRIPTION
 KV0342
 KV0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0342'AT JERSEY CITY.
 KV0342'AT JERSEY CITY, ALONG STATE HIGHWAY 1, ABOUT 50 YARDS SOUTH OF
 KV0342'CENTER OF JUNCTION OF HIGHWAY AND A DRIVE WEST TO ROOSEVELT
 KV0342'MUNICIPAL STADIUM, AT THE JUNCTION OF A STREET LEADING SOUTHEAST,
 KV0342'23 FEET EAST OF CENTER LINE OF NORTH BOUND TRAFFIC LANE OF
 KV0342'HIGHWAY, 11 1/2 FEET WEST OF WEST RAIL OF A SPUR TRACK WHICH
 KV0342'CROSSES HIGHWAY AND LEADS TO THE M.W. KELLOGG COMPANY PLANT, 2
 KV0342'FEET SOUTH OF A ROUNDED CURB, ABOUT 1 FOOT ABOVE LEVEL OF
 KV0342'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 KV0342'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1641 ***********************************************************************
 KU1641  DESIGNATION -  V 40
 KU1641  PID         -  KU1641
 KU1641  STATE/COUNTY-  NJ/BERGEN
 KU1641  USGS QUAD   -  YONKERS (1979)
 KU1641
 KU1641                         *CURRENT SURVEY CONTROL
 KU1641  ___________________________________________________________________
 KU1641* NAD 83(1986)-  40 52 45.     (N)    073 56 57.     (W)     SCALED    
 KU1641* NAVD 88     -       100.786  (meters)     330.66   (feet)  ADJUSTED  
 KU1641  ___________________________________________________________________
 KU1641  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 KU1641  DYNAMIC HT  -         100.749 (meters)     330.54  (feet)  COMP
 KU1641  MODELED GRAV-     980,258.4   (mgal)                       NAVD 88
 KU1641
 KU1641  VERT ORDER  -  SECOND    CLASS 0
 KU1641
 KU1641.The horizontal coordinates were scaled from a topographic map and have
 KU1641.an estimated accuracy of +/- 6 seconds.
 KU1641
 KU1641.The orthometric height was determined by differential leveling
 KU1641.and adjusted by the National Geodetic Survey in June 1991..
 KU1641
 KU1641.The geoid height was determined by GEOID03.
 KU1641
 KU1641.The dynamic height is computed by dividing the NAVD 88
 KU1641.geopotential number by the normal gravity value computed on the
 KU1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1641.degrees latitude (g = 980.6199 gals.).
 KU1641
 KU1641.The modeled gravity was interpolated from observed gravity values.
 KU1641
 KU1641;                    North         East    Units  Estimated Accuracy
 KU1641;SPC NJ       -   227,280.      196,420.      MT  (+/- 180 meters Scaled)
 KU1641
 KU1641                          SUPERSEDED SURVEY CONTROL
 KU1641
 KU1641  NGVD 29 (??/??/92)  101.095  (m)          331.68   (f) ADJ UNCH    2 0
 KU1641
 KU1641.Superseded values are not recommended for survey control.
 KU1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1641.See file dsdata.txt to determine how the superseded data were derived.
 KU1641
 KU1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL885258(NAD 83)
 KU1641_MARKER: DB = BENCH MARK DISK
 KU1641_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1641_SP_SET: OVERPASS
 KU1641_STAMPING: V 40 1956
 KU1641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1641_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU1641+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 KU1641
 KU1641  HISTORY     - Date     Condition        Report By
 KU1641  HISTORY     - 1956     MONUMENTED       CGS
 KU1641  HISTORY     - 20060129 GOOD             GEOCAC
 KU1641
 KU1641                          STATION DESCRIPTION
 KU1641
 KU1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU1641'AT ENGLEWOOD CLIFFS.
 KU1641'0.15 MILE EAST ALONG PALISADES AVENUE FROM THE JUNCTION OF U.S.
 KU1641'HIGHWAY 9W, SET VERTICALLY IN THE NORTH FACE AND AT THE WEST END OF
 KU1641'THE PALISADES INTERSTATE PARKWAY OVERPASS OVER PALISADES AVENUE
 KU1641'10 FEET SOUTH OF THE SOUTH CURB OF THE AVENUE, 1.9 FEET EAST OF THE
 KU1641'WEST END OF THE OVERPASS AND 2.4 FEET ABOVE THE SIDEWALK.
 KU1641
 KU1641                          STATION RECOVERY (2006)
 KU1641
 KU1641'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KU1641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3507 ***********************************************************************
 KV3507  DESIGNATION -  V 5
 KV3507  PID         -  KV3507
 KV3507  STATE/COUNTY-  NJ/MONMOUTH
 KV3507  USGS QUAD   -  ASBURY PARK (1989)
 KV3507
 KV3507                         *CURRENT SURVEY CONTROL
 KV3507  ___________________________________________________________________
 KV3507* NAD 83(1986)-  40 11 29.     (N)    074 01 22.     (W)     SCALED    
 KV3507* NAVD 88     -         3.679  (meters)      12.07   (feet)  ADJUSTED  
 KV3507  ___________________________________________________________________
 KV3507  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV3507  DYNAMIC HT  -           3.677 (meters)      12.06  (feet)  COMP
 KV3507  MODELED GRAV-     980,167.9   (mgal)                       NAVD 88
 KV3507
 KV3507  VERT ORDER  -  FIRST     CLASS II
 KV3507
 KV3507.The horizontal coordinates were scaled from a topographic map and have
 KV3507.an estimated accuracy of +/- 6 seconds.
 KV3507
 KV3507.The orthometric height was determined by differential leveling
 KV3507.and adjusted by the National Geodetic Survey in June 1991..
 KV3507
 KV3507.The geoid height was determined by GEOID03.
 KV3507
 KV3507.The dynamic height is computed by dividing the NAVD 88
 KV3507.geopotential number by the normal gravity value computed on the
 KV3507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3507.degrees latitude (g = 980.6199 gals.).
 KV3507
 KV3507.The modeled gravity was interpolated from observed gravity values.
 KV3507
 KV3507;                    North         East    Units  Estimated Accuracy
 KV3507;SPC NJ       -   150,870.      190,630.      MT  (+/- 180 meters Scaled)
 KV3507
 KV3507                          SUPERSEDED SURVEY CONTROL
 KV3507
 KV3507  NGVD 29 (01/10/92)    4.008  (m)           13.15   (f) ADJUSTED    1 2
 KV3507
 KV3507.Superseded values are not recommended for survey control.
 KV3507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3507.See file dsdata.txt to determine how the superseded data were derived.
 KV3507
 KV3507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK831494(NAD 83)
 KV3507_MARKER: DB = BENCH MARK DISK
 KV3507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3507_SP_SET: CONCRETE POST
 KV3507_STAMPING: V 5 1930
 KV3507_MARK LOGO: CGS   
 KV3507_PROJECTION: FLUSH
 KV3507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3507+STABILITY: SURFACE MOTION
 KV3507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3507+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1989
 KV3507
 KV3507  HISTORY     - Date     Condition        Report By
 KV3507  HISTORY     - 1930     MONUMENTED       CGS
 KV3507  HISTORY     - 1979     GOOD             NGS
 KV3507  HISTORY     - 19890509 GOOD             NJGS
 KV3507
 KV3507                          STATION DESCRIPTION
 KV3507
 KV3507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3507'IN AVON.
 KV3507'THE MARK IS ABOVE LEVEL WITH GROUND.
 KV3507'NOTE, THIS MARK WAS CONSIDERED DESTROYED THE MARK WAS FOUND AT THIS
 KV3507'TIME IN GOOD CONDITION, A NEW DESCRIPTION IS NECESSARY TO REACH
 KV3507'THIS MARK, IN AVON, 0.1 MILE SOUTH ALONG THE NEW YORK AND LONG
 KV3507'BRANCH RAILROAD FROM THE AVON MUNICIPAL BUILDING TO THE MARK ON
 KV3507'THE RIGHT, SET ON THE NORTHWEST SIDE OF A 6 FOOT HIGH CHAINLINK
 KV3507'AROUND A HAND BALL COURT, 73.5 FEET SOUTH AND ACROSS THE TRACKS
 KV3507'FROM MILE POST 30, 62 FEET SOUTHWEST OF THE NORTH CORNER POST OF THE
 KV3507'FENCE, 26.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE NORTH BOUND
 KV3507'TRACK, 4.9 FEET NORTHWEST OF THE FENCE.
 KV3507'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 KV3507
 KV3507                          STATION RECOVERY (1989)
 KV3507
 KV3507'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV3507'THE STATION IS IN AVON, ON THE EAST SIDE OF THE NEW JERSEY TRANSIT
 KV3507'RAILWAY LINE, ABOUT 100 M (328.1 FT) SOUTH OF THE AVON FIRE
 KV3507'DEPARTMENT AND WEST OF A TENNIS COURT REBOUND WALL AT THE WESTERLY
 KV3507'END OF WASHINGTON STREET.  THE STATION IS 1.49 M (4.89 FT) WEST OF
 KV3507'THE WEST FENCE OF THE TENNIS COURT, 8.0 M (26.2 FT) EAST OF THE EAST
 KV3507'RAIL OF THE EAST SET OF TRACKS, 9.45 M (31.00 FT) NORTH OF POLE
 KV3507'NUMBER 53027, 18.82 M (61.75 FT) SOUTH OF THE NORTHWEST CORNER OF THE
 KV3507'FENCE AND 22.19 M (72.80 FT) SOUTHEAST OF A WOODEN MILEPOST 30 FOR
 KV3507'THE RAILROAD.  THE STATION IS RECESSED 0.040 M (0.131 FT) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0855 ***********************************************************************
 KU0855  DESIGNATION -  V 53
 KU0855  PID         -  KU0855
 KU0855  STATE/COUNTY-  NJ/MONMOUTH
 KU0855  USGS QUAD   -  LONG BRANCH (1981)
 KU0855
 KU0855                         *CURRENT SURVEY CONTROL
 KU0855  ___________________________________________________________________
 KU0855* NAD 83(1986)-  40 20 11.     (N)    073 59 06.     (W)     SCALED    
 KU0855* NAVD 88     -         1.016  (meters)       3.33   (feet)  ADJUSTED  
 KU0855  ___________________________________________________________________
 KU0855  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KU0855  DYNAMIC HT  -           1.015 (meters)       3.33  (feet)  COMP
 KU0855  MODELED GRAV-     980,178.3   (mgal)                       NAVD 88
 KU0855
 KU0855  VERT ORDER  -  FIRST     CLASS I
 KU0855
 KU0855.The horizontal coordinates were scaled from a topographic map and have
 KU0855.an estimated accuracy of +/- 6 seconds.
 KU0855
 KU0855.The orthometric height was determined by differential leveling
 KU0855.and adjusted by the National Geodetic Survey in June 1991..
 KU0855
 KU0855.The geoid height was determined by GEOID03.
 KU0855
 KU0855.The dynamic height is computed by dividing the NAVD 88
 KU0855.geopotential number by the normal gravity value computed on the
 KU0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0855.degrees latitude (g = 980.6199 gals.).
 KU0855
 KU0855.The modeled gravity was interpolated from observed gravity values.
 KU0855
 KU0855;                    North         East    Units  Estimated Accuracy
 KU0855;SPC NJ       -   166,990.      193,760.      MT  (+/- 180 meters Scaled)
 KU0855
 KU0855                          SUPERSEDED SURVEY CONTROL
 KU0855
 KU0855  NGVD 29 (04/16/92)    1.339  (m)            4.39   (f) ADJUSTED    1 1
 KU0855
 KU0855.Superseded values are not recommended for survey control.
 KU0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0855.See file dsdata.txt to determine how the superseded data were derived.
 KU0855
 KU0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK862655(NAD 83)
 KU0855_MARKER: DB = BENCH MARK DISK
 KU0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0855_STAMPING: V 53 1961
 KU0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0855+STABILITY: SURFACE MOTION
 KU0855
 KU0855  HISTORY     - Date     Condition        Report By
 KU0855  HISTORY     - 1961     MONUMENTED       CGS
 KU0855  HISTORY     - 1964     GOOD             NGS
 KU0855  HISTORY     - 19920807 MARK NOT FOUND   USPSQD
 KU0855
 KU0855                          STATION DESCRIPTION
 KU0855
 KU0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KU0855'0.6 MI NW FROM MONMOUTH BEACH.
 KU0855'0.05 MILE WEST ALONG BEACH ROAD FROM THE POST OFFICE AT
 KU0855'MONMOUTH BEACH, THENCE 0.15 MILE WEST ALONG WESLEY AVENUE, THENCE
 KU0855'0.35 MILE NORTH ALONG MONMOUTH PARKWAY TO A BLACK TOP ROAD,
 KU0855'THENCE ABOUT 65 FEET EAST ALONG BLACK TOP ROAD, 96.0 FEET EAST
 KU0855'OF TIDAL NO 3, 6.4 FEET WEST OF GUY WIRE, 6.0 FEET NORTH OF THE
 KU0855'NORTH EDGE OF BLACK TOP ROAD, 4.6 FEET NORTHEAST OF POWER LINE
 KU0855'POLE NUMBER JC 306 MB, ABOUT LEVEL WITH THE STREET AND SET IN
 KU0855'THE TOP OF A CONCRETE POST WHICH IS ABOUT 1-INCH BELOW THE
 KU0855'GROUND.
 KU0855
 KU0855                          STATION RECOVERY (1992)
 KU0855
 KU0855'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0065 ***********************************************************************
 JU0065  DESIGNATION -  V 54
 JU0065  PID         -  JU0065
 JU0065  STATE/COUNTY-  NJ/OCEAN
 JU0065  USGS QUAD   -  FORKED RIVER (1989)
 JU0065
 JU0065                         *CURRENT SURVEY CONTROL
 JU0065  ___________________________________________________________________
 JU0065* NAD 83(1986)-  39 47 38.     (N)    074 10 57.     (W)     SCALED    
 JU0065* NAVD 88     -         0.775  (meters)       2.54   (feet)  ADJUSTED  
 JU0065  ___________________________________________________________________
 JU0065  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JU0065  DYNAMIC HT  -           0.775 (meters)       2.54  (feet)  COMP
 JU0065  MODELED GRAV-     980,169.1   (mgal)                       NAVD 88
 JU0065
 JU0065  VERT ORDER  -  FIRST     CLASS I
 JU0065
 JU0065.The horizontal coordinates were scaled from a topographic map and have
 JU0065.an estimated accuracy of +/- 6 seconds.
 JU0065
 JU0065.The orthometric height was determined by differential leveling
 JU0065.and adjusted by the National Geodetic Survey in June 1991..
 JU0065
 JU0065.The geoid height was determined by GEOID03.
 JU0065
 JU0065.The dynamic height is computed by dividing the NAVD 88
 JU0065.geopotential number by the normal gravity value computed on the
 JU0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0065.degrees latitude (g = 980.6199 gals.).
 JU0065
 JU0065.The modeled gravity was interpolated from observed gravity values.
 JU0065
 JU0065;                    North         East    Units  Estimated Accuracy
 JU0065;SPC NJ       -   106,680.      177,190.      MT  (+/- 180 meters Scaled)
 JU0065
 JU0065                          SUPERSEDED SURVEY CONTROL
 JU0065
 JU0065  NGVD 29 (04/16/92)    1.151  (m)            3.78   (f) ADJUSTED    1 1
 JU0065
 JU0065.Superseded values are not recommended for survey control.
 JU0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0065.See file dsdata.txt to determine how the superseded data were derived.
 JU0065
 JU0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK699052(NAD 83)
 JU0065_MARKER: DB = BENCH MARK DISK
 JU0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0065_SP_SET: SIGN BASE
 JU0065_STAMPING: V 54 1961
 JU0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0065
 JU0065  HISTORY     - Date     Condition        Report By
 JU0065  HISTORY     - 1961     MONUMENTED       CGS
 JU0065  HISTORY     - 1964     GOOD             CGS
 JU0065  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0065
 JU0065                          STATION DESCRIPTION
 JU0065
 JU0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0065'AT WARETOWN.
 JU0065'AT WARETOWN, ABOUT 0.7 MILE EAST AND NORTHEAST ALONG BAY STREET
 JU0065'FROM THE JUNCTION OF U.S. HIGHWAY 9 AND OCEAN COUNTY ROAD 532,
 JU0065'THENCE ABOUT 0.15 MILE NORTH ALONG NORTH HARBOR ROAD, ALONG
 JU0065'THE SOUTH SIDE OF WARETOWN HARBOR, SET IN THE TOP AT THE SOUTHWEST
 JU0065'CORNER OF THE CONCRETE BASE OF A GASOLINE SIGN, 70 YARDS EAST
 JU0065'OF THE CENTER LINE OF NORTH HARBOR ROAD, 50.0 FEET EAST OF THE
 JU0065'EAST SIDE OF A OYSTER STORAGE SHED, 6.5 FEET SOUTH OF THE WATER
 JU0065'EDGE AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE GROUND.  TIDAL
 JU0065'STATION 41, WARETOWN, BARNEGAT BAY.
 JU0065
 JU0065                          STATION RECOVERY (1987)
 JU0065
 JU0065'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0277 ***********************************************************************
 JU0277  DESIGNATION -  V 55
 JU0277  PID         -  JU0277
 JU0277  STATE/COUNTY-  NJ/ATLANTIC
 JU0277  USGS QUAD   -  OCEANVILLE (1989)
 JU0277
 JU0277                         *CURRENT SURVEY CONTROL
 JU0277  ___________________________________________________________________
 JU0277* NAD 83(1986)-  39 29 38.     (N)    074 25 17.     (W)     SCALED    
 JU0277* NAVD 88     -         2.225  (meters)       7.30   (feet)  ADJUSTED  
 JU0277  ___________________________________________________________________
 JU0277  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JU0277  DYNAMIC HT  -           2.224 (meters)       7.30  (feet)  COMP
 JU0277  MODELED GRAV-     980,133.8   (mgal)                       NAVD 88
 JU0277
 JU0277  VERT ORDER  -  SECOND    CLASS 0
 JU0277
 JU0277.The horizontal coordinates were scaled from a topographic map and have
 JU0277.an estimated accuracy of +/- 6 seconds.
 JU0277
 JU0277.The orthometric height was determined by differential leveling
 JU0277.and adjusted by the National Geodetic Survey in June 1991..
 JU0277
 JU0277.The geoid height was determined by GEOID03.
 JU0277
 JU0277.The dynamic height is computed by dividing the NAVD 88
 JU0277.geopotential number by the normal gravity value computed on the
 JU0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0277.degrees latitude (g = 980.6199 gals.).
 JU0277
 JU0277.The modeled gravity was interpolated from observed gravity values.
 JU0277
 JU0277;                    North         East    Units  Estimated Accuracy
 JU0277;SPC NJ       -    73,330.      156,760.      MT  (+/- 180 meters Scaled)
 JU0277
 JU0277                          SUPERSEDED SURVEY CONTROL
 JU0277
 JU0277  NGVD 29 (04/16/92)    2.612  (m)            8.57   (f) ADJUSTED    2 0
 JU0277
 JU0277.Superseded values are not recommended for survey control.
 JU0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0277.See file dsdata.txt to determine how the superseded data were derived.
 JU0277
 JU0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ497717(NAD 83)
 JU0277_MARKER: DB = BENCH MARK DISK
 JU0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0277_SP_SET: CONCRETE TILE
 JU0277_STAMPING: V 55 1961
 JU0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0277
 JU0277  HISTORY     - Date     Condition        Report By
 JU0277  HISTORY     - 1961     MONUMENTED       CGS
 JU0277
 JU0277                          STATION DESCRIPTION
 JU0277
 JU0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0277'2 MI E FROM SMITHVILLE.
 JU0277'1.5 MILE EAST ON COUNTY ROAD 561 FROM THE JUNCTION OF U.S.
 JU0277'HIGHWAY 9 AT SMITHVILLE, THENCE 0.45 MILE EAST AND NORTHEAST
 JU0277'ON DIRT ROAD LEADING TO LEEDS POINT BOAT DOCKS, 220 FEET NORTHWEST
 JU0277'OF THE BOAT DOCKS, 20 FEET NORTHEAST OF THE CENTERLINE OF THE
 JU0277'DIRT ROAD, 10 FEET NORTHWEST OF A TURN OFF AND 2 FEET WEST OF A
 JU0277'METAL WITNESS POST.  SET IN AN 8 INCH TILE FILLED WITH CONCRETE
 JU0277'AND LEVEL WITH THE GROUND AND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0499 ***********************************************************************
 JU0499  DESIGNATION -  V 56
 JU0499  PID         -  JU0499
 JU0499  STATE/COUNTY-  NJ/ATLANTIC
 JU0499  USGS QUAD   -  MARMORA (1994)
 JU0499
 JU0499                         *CURRENT SURVEY CONTROL
 JU0499  ___________________________________________________________________
 JU0499* NAD 83(1986)-  39 21 24.     (N)    074 41 16.     (W)     SCALED    
 JU0499* NAVD 88     -         6.050  (meters)      19.85   (feet)  ADJUSTED  
 JU0499  ___________________________________________________________________
 JU0499  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 JU0499  DYNAMIC HT  -           6.047 (meters)      19.84  (feet)  COMP
 JU0499  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 JU0499
 JU0499  VERT ORDER  -  SECOND    CLASS 0
 JU0499
 JU0499.The horizontal coordinates were scaled from a topographic map and have
 JU0499.an estimated accuracy of +/- 6 seconds.
 JU0499
 JU0499.The orthometric height was determined by differential leveling
 JU0499.and adjusted by the National Geodetic Survey in June 1991..
 JU0499
 JU0499.The geoid height was determined by GEOID03.
 JU0499
 JU0499.The dynamic height is computed by dividing the NAVD 88
 JU0499.geopotential number by the normal gravity value computed on the
 JU0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0499.degrees latitude (g = 980.6199 gals.).
 JU0499
 JU0499.The modeled gravity was interpolated from observed gravity values.
 JU0499
 JU0499;                    North         East    Units  Estimated Accuracy
 JU0499;SPC NJ       -    58,110.      133,820.      MT  (+/- 180 meters Scaled)
 JU0499
 JU0499                          SUPERSEDED SURVEY CONTROL
 JU0499
 JU0499  NGVD 29 (??/??/??)    6.445  (m)           21.14   (f) ADJUSTED    2 0
 JU0499
 JU0499.Superseded values are not recommended for survey control.
 JU0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0499.See file dsdata.txt to determine how the superseded data were derived.
 JU0499
 JU0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ269564(NAD 83)
 JU0499_MARKER: DB = BENCH MARK DISK
 JU0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0499_STAMPING: V 56 1961
 JU0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0499+STABILITY: SURFACE MOTION
 JU0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0499+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 JU0499
 JU0499  HISTORY     - Date     Condition        Report By
 JU0499  HISTORY     - 1961     MONUMENTED       CGS
 JU0499  HISTORY     - 20060517 GOOD             CANJDE
 JU0499
 JU0499                          STATION DESCRIPTION
 JU0499
 JU0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0499'2.1 MI NW FROM SCULLVILLE.
 JU0499'2.1 MILES NORTHWEST ON COUNTY ROAD 559 FROM SCULLVILLE PUBLIC
 JU0499'SCHOOL NO. 1.  71 FEET SOUTHEAST OF THE CENTER LINE OF LEES
 JU0499'LANE, 21 FEET SOUTHWEST OF THE CENTER LINE OF COUNTYROAD 559
 JU0499'AND 3 FEET SOUTH OF POWER LINE POLE ACE 123.  SET IN THE TOP OF
 JU0499'A CONCRETE POST PROJECTING 2 INCHES.
 JU0499
 JU0499                          STATION RECOVERY (2006)
 JU0499
 JU0499'RECOVERY NOTE BY   2006 (GAC)
 JU0499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0389 ***********************************************************************
 JU0389  DESIGNATION -  V 57
 JU0389  PID         -  JU0389
 JU0389  STATE/COUNTY-  NJ/CAPE MAY
 JU0389  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0389
 JU0389                         *CURRENT SURVEY CONTROL
 JU0389  ___________________________________________________________________
 JU0389* NAD 83(1986)-  39 12 16.     (N)    074 40 13.     (W)     SCALED    
 JU0389* NAVD 88     -         1.427  (meters)       4.68   (feet)  ADJUSTED  
 JU0389  ___________________________________________________________________
 JU0389  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 JU0389  DYNAMIC HT  -           1.426 (meters)       4.68  (feet)  COMP
 JU0389  MODELED GRAV-     980,084.6   (mgal)                       NAVD 88
 JU0389
 JU0389  VERT ORDER  -  FIRST     CLASS II
 JU0389
 JU0389.The horizontal coordinates were scaled from a topographic map and have
 JU0389.an estimated accuracy of +/- 6 seconds.
 JU0389
 JU0389.The orthometric height was determined by differential leveling
 JU0389.and adjusted by the National Geodetic Survey in June 1991..
 JU0389
 JU0389.The geoid height was determined by GEOID03.
 JU0389
 JU0389.The dynamic height is computed by dividing the NAVD 88
 JU0389.geopotential number by the normal gravity value computed on the
 JU0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0389.degrees latitude (g = 980.6199 gals.).
 JU0389
 JU0389.The modeled gravity was interpolated from observed gravity values.
 JU0389
 JU0389;                    North         East    Units  Estimated Accuracy
 JU0389;SPC NJ       -    41,210.      135,290.      MT  (+/- 180 meters Scaled)
 JU0389
 JU0389                          SUPERSEDED SURVEY CONTROL
 JU0389
 JU0389  NGVD 29 (04/16/92)    1.818  (m)            5.96   (f) ADJUSTED    1 2
 JU0389
 JU0389.Superseded values are not recommended for survey control.
 JU0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0389.See file dsdata.txt to determine how the superseded data were derived.
 JU0389
 JU0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ284395(NAD 83)
 JU0389_MARKER: DJ = TIDAL STATION DISK
 JU0389_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0389_SP_SET: CONCRETE ABUTMENT
 JU0389_STAMPING: V 57 1961
 JU0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0389
 JU0389  HISTORY     - Date     Condition        Report By
 JU0389  HISTORY     - 1961     MONUMENTED       CGS
 JU0389
 JU0389                          STATION DESCRIPTION
 JU0389
 JU0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0389'7.4 MI SW FROM OCEAN CITY.
 JU0389'6.75 MILES SOUTHWEST ON OCEAN DRIVE FROM THE CITY HALL IN OCEAN
 JU0389'CITY THENCE 0.7 MILE SOUTHWEST TO AN OLD RAILROAD ABUTMENT ON THE
 JU0389'SOUTHEAST SIDE OF BEN HAND THOROFARE.  SET IN A DRILL HOLE IN THE
 JU0389'CENTER OF THE CONCRETE ABUTMENT ABOUT 2.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0456 ***********************************************************************
 JU0456  DESIGNATION -  V 58
 JU0456  PID         -  JU0456
 JU0456  STATE/COUNTY-  NJ/CAPE MAY
 JU0456  USGS QUAD   -  STONE HARBOR (1972)
 JU0456
 JU0456                         *CURRENT SURVEY CONTROL
 JU0456  ___________________________________________________________________
 JU0456* NAD 83(1986)-  39 02 09.     (N)    074 49 49.     (W)     SCALED    
 JU0456* NAVD 88     -         1.819  (meters)       5.97   (feet)  ADJUSTED  
 JU0456  ___________________________________________________________________
 JU0456  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 JU0456  DYNAMIC HT  -           1.818 (meters)       5.96  (feet)  COMP
 JU0456  MODELED GRAV-     980,058.9   (mgal)                       NAVD 88
 JU0456
 JU0456  VERT ORDER  -  SECOND    CLASS 0
 JU0456
 JU0456.The horizontal coordinates were scaled from a topographic map and have
 JU0456.an estimated accuracy of +/- 6 seconds.
 JU0456
 JU0456.The orthometric height was determined by differential leveling
 JU0456.and adjusted by the National Geodetic Survey in June 1991..
 JU0456
 JU0456.The geoid height was determined by GEOID03.
 JU0456
 JU0456.The dynamic height is computed by dividing the NAVD 88
 JU0456.geopotential number by the normal gravity value computed on the
 JU0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0456.degrees latitude (g = 980.6199 gals.).
 JU0456
 JU0456.The modeled gravity was interpolated from observed gravity values.
 JU0456
 JU0456;                    North         East    Units  Estimated Accuracy
 JU0456;SPC NJ       -    22,530.      121,410.      MT  (+/- 180 meters Scaled)
 JU0456
 JU0456                          SUPERSEDED SURVEY CONTROL
 JU0456
 JU0456  NGVD 29 (04/16/92)    2.223  (m)            7.29   (f) ADJUSTED    2 0
 JU0456
 JU0456.Superseded values are not recommended for survey control.
 JU0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0456.See file dsdata.txt to determine how the superseded data were derived.
 JU0456
 JU0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ146207(NAD 83)
 JU0456_MARKER: DB = BENCH MARK DISK
 JU0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0456_STAMPING: V 58 1961
 JU0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0456+STABILITY: SURFACE MOTION
 JU0456
 JU0456  HISTORY     - Date     Condition        Report By
 JU0456  HISTORY     - 1961     MONUMENTED       CGS
 JU0456
 JU0456                          STATION DESCRIPTION
 JU0456
 JU0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0456'2.5 MI NW FROM NORTH WILDWOOD.
 JU0456'2.5 MILES NORTHWEST ON COUNTY ROAD 585 FROM THE JUNCTION WITH
 JU0456'SPRUCE AND MARYLAND AVENUES IN THE NORTH PART OF NORTH WILDWOOD.
 JU0456'1.1 MILE SOUTHEAST OF GARDEN STATE PARKWAY OVERPASS, 1.1 MILE
 JU0456'NORTHWEST OF THE NORTHWEST END OF THE BRIDGE OVER GRASSY SOUND
 JU0456'CHANNEL AND ABOUT 150 FEET NORTHWEST OF THE FIRST CURVE, 24
 JU0456'FEET SOUTHWEST OF THE CENTER LINE OF NORTH WILDWOOD ROAD AND 1.5
 JU0456'SOUTHEAST OF CABLE LINE POLE NO. 6-1080.  SET IN THE TOP OF A
 JU0456'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0975 ***********************************************************************
 JU0975  DESIGNATION -  V 59
 JU0975  PID         -  JU0975
 JU0975  STATE/COUNTY-  NJ/CUMBERLAND
 JU0975  USGS QUAD   -  SHILOH (1993)
 JU0975
 JU0975                         *CURRENT SURVEY CONTROL
 JU0975  ___________________________________________________________________
 JU0975* NAD 83(1986)-  39 26 30.     (N)    075 19 03.     (W)     SCALED    
 JU0975* NAVD 88     -        31.953  (meters)     104.83   (feet)  ADJUSTED  
 JU0975  ___________________________________________________________________
 JU0975  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JU0975  DYNAMIC HT  -          31.936 (meters)     104.78  (feet)  COMP
 JU0975  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 JU0975
 JU0975  VERT ORDER  -  FIRST     CLASS II
 JU0975
 JU0975.The horizontal coordinates were scaled from a topographic map and have
 JU0975.an estimated accuracy of +/- 6 seconds.
 JU0975
 JU0975.The orthometric height was determined by differential leveling
 JU0975.and adjusted by the National Geodetic Survey in June 1991..
 JU0975
 JU0975.The geoid height was determined by GEOID03.
 JU0975
 JU0975.The dynamic height is computed by dividing the NAVD 88
 JU0975.geopotential number by the normal gravity value computed on the
 JU0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0975.degrees latitude (g = 980.6199 gals.).
 JU0975
 JU0975.The modeled gravity was interpolated from observed gravity values.
 JU0975
 JU0975;                    North         East    Units  Estimated Accuracy
 JU0975;SPC NJ       -    67,850.       79,630.      MT  (+/- 180 meters Scaled)
 JU0975
 JU0975                          SUPERSEDED SURVEY CONTROL
 JU0975
 JU0975  NGVD 29 (04/16/92)   32.255  (m)          105.82   (f) ADJUSTED    1 2
 JU0975
 JU0975.Superseded values are not recommended for survey control.
 JU0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0975.See file dsdata.txt to determine how the superseded data were derived.
 JU0975
 JU0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ726658(NAD 83)
 JU0975_MARKER: DD = SURVEY DISK
 JU0975_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU0975_SP_SET: CULVERT HEADWALL
 JU0975_STAMPING: V 59 1961
 JU0975_MARK LOGO: CGS   
 JU0975_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0975+STABILITY: SURFACE MOTION
 JU0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0975+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1994
 JU0975
 JU0975  HISTORY     - Date     Condition        Report By
 JU0975  HISTORY     - 1961     MONUMENTED       CGS
 JU0975  HISTORY     - 1979     GOOD             NGS
 JU0975  HISTORY     - 19940913 GOOD             NJGS
 JU0975  HISTORY     - 19950129 GOOD             USPSQD
 JU0975  HISTORY     - 19961228 MARK NOT FOUND   USPSQD
 JU0975
 JU0975                          STATION DESCRIPTION
 JU0975
 JU0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0975'1.6 MI SW FROM SHILOH.
 JU0975'0.25 MILE WEST ON ACADEMY STREET FROM THE PUBLIC SCHOOL IN SHILOH
 JU0975'THENCE 1.3 MILE SOUTHWEST ON ROADSTOWN ROAD.  0.05 MILE NORTHEAST
 JU0975'OF THE CROSSROADS IN ROADSTOWN, 15 FEET SOUTHEAST OF THE CENTER
 JU0975'LINE OF ROADSTOWN ROAD AND SET IN A DRILL HOLE IN THE SOUTHWEST END
 JU0975'OF THE SOUTHEAST HEADWALL OF A 4 FOOT CONCRETE BOX CULVERT 0.5
 JU0975'FOOT ABOVE THE LEVEL OF THE ROAD.
 JU0975
 JU0975                          STATION RECOVERY (1979)
 JU0975
 JU0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0975'RECOVERED IN GOOD CONDITION.
 JU0975
 JU0975                          STATION RECOVERY (1994)
 JU0975
 JU0975'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (RJK)
 JU0975'RECOVERED AS DESCRIBED.
 JU0975
 JU0975                          STATION RECOVERY (1995)
 JU0975
 JU0975'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0975'RECOVERED IN GOOD CONDITION.
 JU0975
 JU0975                          STATION RECOVERY (1996)
 JU0975
 JU0975'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0975'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0063 ***********************************************************************
 JU0063  DESIGNATION -  V 6
 JU0063  PID         -  JU0063
 JU0063  STATE/COUNTY-  NJ/OCEAN
 JU0063  USGS QUAD   -  FORKED RIVER (1989)
 JU0063
 JU0063                         *CURRENT SURVEY CONTROL
 JU0063  ___________________________________________________________________
 JU0063* NAD 83(1986)-  39 47 30.     (N)    074 11 45.     (W)     SCALED    
 JU0063* NAVD 88     -         4.181  (meters)      13.72   (feet)  ADJUSTED  
 JU0063  ___________________________________________________________________
 JU0063  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JU0063  DYNAMIC HT  -           4.179 (meters)      13.71  (feet)  COMP
 JU0063  MODELED GRAV-     980,170.3   (mgal)                       NAVD 88
 JU0063
 JU0063  VERT ORDER  -  FIRST     CLASS II
 JU0063
 JU0063.The horizontal coordinates were scaled from a topographic map and have
 JU0063.an estimated accuracy of +/- 6 seconds.
 JU0063
 JU0063.The orthometric height was determined by differential leveling
 JU0063.and adjusted by the National Geodetic Survey in March 2001..
 JU0063
 JU0063.The geoid height was determined by GEOID03.
 JU0063
 JU0063.The dynamic height is computed by dividing the NAVD 88
 JU0063.geopotential number by the normal gravity value computed on the
 JU0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0063.degrees latitude (g = 980.6199 gals.).
 JU0063
 JU0063.The modeled gravity was interpolated from observed gravity values.
 JU0063
 JU0063;                    North         East    Units  Estimated Accuracy
 JU0063;SPC NJ       -   106,430.      176,050.      MT  (+/- 180 meters Scaled)
 JU0063
 JU0063                          SUPERSEDED SURVEY CONTROL
 JU0063
 JU0063  NAVD 88 (06/15/91)    4.177  (m)           13.70   (f) UNKNOWN     1 1
 JU0063  NGVD 29 (04/16/92)    4.553  (m)           14.94   (f) ADJUSTED    1 1
 JU0063
 JU0063.Superseded values are not recommended for survey control.
 JU0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0063.See file dsdata.txt to determine how the superseded data were derived.
 JU0063
 JU0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK688049(NAD 83)
 JU0063_MARKER: DB = BENCH MARK DISK
 JU0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0063_STAMPING: V 6 1930 15.020
 JU0063_MARK LOGO: CGS   
 JU0063_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0063+STABILITY: SURFACE MOTION
 JU0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0063+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1998
 JU0063
 JU0063  HISTORY     - Date     Condition        Report By
 JU0063  HISTORY     - 1930     MONUMENTED       CGS
 JU0063  HISTORY     - 1964     GOOD             CGS
 JU0063  HISTORY     - 1987     GOOD             USPSQD
 JU0063  HISTORY     - 19980402 GOOD             NJGS
 JU0063
 JU0063                          STATION DESCRIPTION
 JU0063
 JU0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0063'AT WARETOWN.
 JU0063'AT WARETOWN, ALONG U.S. HIGHWAY 9 AND NEAR THE JUNCTION OF
 JU0063'OCEAN COUNTY ROAD 532, 167.0 FEET NORTH OF THE CENTER LINE OF
 JU0063'THE COUNTY ROAD, 122.0 FEET WEST OF THE CENTER LINE OF HIGHWAY,
 JU0063'83.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A TWO STORIED
 JU0063'HOUSE, 20.0 FEET EAST OF THE EAST RAIL OF THE CENTRAL RAILROAD
 JU0063'OF NEW JERSEY, 0.5 FOOT SOUTH OF THE SOUTH SIDE OF A SHED, 23
 JU0063'FEET EAST OF THE SOUTHWEST CORNER OF THE SHED, 1.4 FEET EAST OF
 JU0063'A METAL WITNESS POST, ABOUT LEVEL WITH THE COUNTY ROAD AND SET
 JU0063'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.  TIDAL
 JU0063'STATION 41, WARETOWN, BARNEGAT BAY.
 JU0063
 JU0063                          STATION RECOVERY (1987)
 JU0063
 JU0063'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0063'RECOVERED IN GOOD CONDITION.
 JU0063
 JU0063                          STATION RECOVERY (1998)
 JU0063
 JU0063'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 JU0063'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0549 ***********************************************************************
 JU0549  DESIGNATION -  V 62
 JU0549  PID         -  JU0549
 JU0549  STATE/COUNTY-  NJ/CAMDEN
 JU0549  USGS QUAD   -  WILLIAMSTOWN (1981)
 JU0549
 JU0549                         *CURRENT SURVEY CONTROL
 JU0549  ___________________________________________________________________
 JU0549* NAD 83(1986)-  39 44 14.     (N)    074 55 16.     (W)     SCALED    
 JU0549* NAVD 88     -        46.246  (meters)     151.73   (feet)  ADJUSTED  
 JU0549  ___________________________________________________________________
 JU0549  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JU0549  DYNAMIC HT  -          46.224 (meters)     151.65  (feet)  COMP
 JU0549  MODELED GRAV-     980,142.4   (mgal)                       NAVD 88
 JU0549
 JU0549  VERT ORDER  -  FIRST     CLASS I
 JU0549
 JU0549.The horizontal coordinates were scaled from a topographic map and have
 JU0549.an estimated accuracy of +/- 6 seconds.
 JU0549
 JU0549.The orthometric height was determined by differential leveling
 JU0549.and adjusted by the National Geodetic Survey in June 1991..
 JU0549
 JU0549.The geoid height was determined by GEOID03.
 JU0549
 JU0549.The dynamic height is computed by dividing the NAVD 88
 JU0549.geopotential number by the normal gravity value computed on the
 JU0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0549.degrees latitude (g = 980.6199 gals.).
 JU0549
 JU0549.The modeled gravity was interpolated from observed gravity values.
 JU0549
 JU0549;                    North         East    Units  Estimated Accuracy
 JU0549;SPC NJ       -   100,430.      113,910.      MT  (+/- 180 meters Scaled)
 JU0549
 JU0549                          SUPERSEDED SURVEY CONTROL
 JU0549
 JU0549  NGVD 29 (??/??/??)   46.606  (m)          152.91   (f) ADJUSTED    1 1
 JU0549
 JU0549.Superseded values are not recommended for survey control.
 JU0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0549.See file dsdata.txt to determine how the superseded data were derived.
 JU0549
 JU0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ067985(NAD 83)
 JU0549_MARKER: DB = BENCH MARK DISK
 JU0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0549_STAMPING: V 62 1963
 JU0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0549+STABILITY: SURFACE MOTION
 JU0549
 JU0549  HISTORY     - Date     Condition        Report By
 JU0549  HISTORY     - 1963     MONUMENTED       CGS
 JU0549  HISTORY     - 1964     GOOD             CGS
 JU0549  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 JU0549
 JU0549                          STATION DESCRIPTION
 JU0549
 JU0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0549'1 MI SE FROM WILLIAMSTOWN JCT.
 JU0549'1.0 MILE SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0549'FROM THE STATION AT WILLIAMSTOWN JUNCTION, ABOUT 0.3 MILE
 JU0549'NORTHWEST OF A BLACK TOP ROAD CROSSING AT THE COMMUNITY OF
 JU0549'FLORENCE, 165 FEET NORTHWEST OF A 6-FOOT-HIGH STEEL WHISTLE POST,
 JU0549'53 FEET NORTH OF A 24-INCH BLACK OAK TREE, 34 FEET SOUTHWEST OF
 JU0549'SOUTHWEST RAIL, 1.5 FEET NORTHEAST OF A STEEL WITNESS POST, ABOUT
 JU0549'LEVEL WITH TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU0549'3 INCHES.
 JU0549
 JU0549                          STATION RECOVERY (1983)
 JU0549
 JU0549'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JU0549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0564 ***********************************************************************
 JU0564  DESIGNATION -  V 63
 JU0564  PID         -  JU0564
 JU0564  STATE/COUNTY-  NJ/ATLANTIC
 JU0564  USGS QUAD   -  NEWTONVILLE (1972)
 JU0564
 JU0564                         *CURRENT SURVEY CONTROL
 JU0564  ___________________________________________________________________
 JU0564* NAD 83(1986)-  39 37 15.     (N)    074 47 01.     (W)     SCALED    
 JU0564* NAVD 88     -        27.268  (meters)      89.46   (feet)  ADJUSTED  
 JU0564  ___________________________________________________________________
 JU0564  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JU0564  DYNAMIC HT  -          27.255 (meters)      89.42  (feet)  COMP
 JU0564  MODELED GRAV-     980,132.6   (mgal)                       NAVD 88
 JU0564
 JU0564  VERT ORDER  -  FIRST     CLASS I
 JU0564
 JU0564.The horizontal coordinates were scaled from a topographic map and have
 JU0564.an estimated accuracy of +/- 6 seconds.
 JU0564
 JU0564.The orthometric height was determined by differential leveling
 JU0564.and adjusted by the National Geodetic Survey in June 1991..
 JU0564
 JU0564.The geoid height was determined by GEOID03.
 JU0564
 JU0564.The dynamic height is computed by dividing the NAVD 88
 JU0564.geopotential number by the normal gravity value computed on the
 JU0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0564.degrees latitude (g = 980.6199 gals.).
 JU0564
 JU0564.The modeled gravity was interpolated from observed gravity values.
 JU0564
 JU0564;                    North         East    Units  Estimated Accuracy
 JU0564;SPC NJ       -    87,460.      125,650.      MT  (+/- 180 meters Scaled)
 JU0564
 JU0564                          SUPERSEDED SURVEY CONTROL
 JU0564
 JU0564  NGVD 29 (??/??/??)   27.634  (m)           90.66   (f) ADJUSTED    1 1
 JU0564
 JU0564.Superseded values are not recommended for survey control.
 JU0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0564.See file dsdata.txt to determine how the superseded data were derived.
 JU0564
 JU0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ185856(NAD 83)
 JU0564_MARKER: DB = BENCH MARK DISK
 JU0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0564_STAMPING: V 63 1963
 JU0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0564+STABILITY: SURFACE MOTION
 JU0564
 JU0564  HISTORY     - Date     Condition        Report By
 JU0564  HISTORY     - 1963     MONUMENTED       CGS
 JU0564  HISTORY     - 1964     GOOD             CGS
 JU0564  HISTORY     - 1984     POOR             USPSQD
 JU0564  HISTORY     - 19950317 MARK NOT FOUND   NJGS
 JU0564
 JU0564                          STATION DESCRIPTION
 JU0564
 JU0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0564'1.4 MI SE FROM HAMMONTON.
 JU0564'1.45 MILES SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0564'LINES FROM THE STATION AT HAMMONTON, ABOUT 0.2 MILE NORTHWEST
 JU0564'OF MILEPOST 32, AT A SAND ROAD CROSSING, 64 FEET EAST OF CENTER
 JU0564'OF THE CROSSING, 15.2 FEET NORTHEAST OF NORTHEAST RAIL OF MAIN
 JU0564'TRACK, 4 FEET SOUTHEAST OF A TELEPHONE POLE, 1.5 FEET NORTHWEST
 JU0564'OF A STEEL WITNESS POST, 1/2 FOOT ABOVE LEVEL OF TRACK, AND SET
 JU0564'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JU0564
 JU0564                          STATION RECOVERY (1984)
 JU0564
 JU0564'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0564'MARK RECOVERED IN POOR CONDITION.
 JU0564
 JU0564                          STATION RECOVERY (1995)
 JU0564
 JU0564'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0564'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A HALF HOUR
 JU0564'SEARCH BY A TWO MAN PARTY.  THE REFERENCE TIES FALL BENEATH A RECENTLY
 JU0564'INSTALLED ELECTRIC BOX FOR THE RAILROAD SIGNAL AT THE GRADE CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0529 ***********************************************************************
 JU0529  DESIGNATION -  V 64
 JU0529  PID         -  JU0529
 JU0529  STATE/COUNTY-  NJ/ATLANTIC
 JU0529  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0529
 JU0529                         *CURRENT SURVEY CONTROL
 JU0529  ___________________________________________________________________
 JU0529* NAD 83(1986)-  39 26 35.     (N)    074 35 11.     (W)     SCALED    
 JU0529* NAVD 88     -        11.969  (meters)      39.27   (feet)  ADJUSTED  
 JU0529  ___________________________________________________________________
 JU0529  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JU0529  DYNAMIC HT  -          11.963 (meters)      39.25  (feet)  COMP
 JU0529  MODELED GRAV-     980,123.6   (mgal)                       NAVD 88
 JU0529
 JU0529  VERT ORDER  -  FIRST     CLASS I
 JU0529
 JU0529.This mark is at Atlantic City Intl Airport (ACY)
 JU0529
 JU0529.The horizontal coordinates were scaled from a topographic map and have
 JU0529.an estimated accuracy of +/- 6 seconds.
 JU0529
 JU0529.The orthometric height was determined by differential leveling
 JU0529.and adjusted by the National Geodetic Survey in June 1991..
 JU0529
 JU0529.The geoid height was determined by GEOID03.
 JU0529
 JU0529.The dynamic height is computed by dividing the NAVD 88
 JU0529.geopotential number by the normal gravity value computed on the
 JU0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0529.degrees latitude (g = 980.6199 gals.).
 JU0529
 JU0529.The modeled gravity was interpolated from observed gravity values.
 JU0529
 JU0529;                    North         East    Units  Estimated Accuracy
 JU0529;SPC NJ       -    67,690.      142,560.      MT  (+/- 180 meters Scaled)
 JU0529
 JU0529                          SUPERSEDED SURVEY CONTROL
 JU0529
 JU0529  NGVD 29 (??/??/??)   12.349  (m)           40.52   (f) ADJUSTED    1 1
 JU0529
 JU0529.Superseded values are not recommended for survey control.
 JU0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0529.See file dsdata.txt to determine how the superseded data were derived.
 JU0529
 JU0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ355660(NAD 83)
 JU0529_MARKER: DB = BENCH MARK DISK
 JU0529_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0529_SP_SET: BUILDING
 JU0529_STAMPING: V 64 1963
 JU0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0529+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2002
 JU0529
 JU0529  HISTORY     - Date     Condition        Report By
 JU0529  HISTORY     - 1963     MONUMENTED       CGS
 JU0529  HISTORY     - 1964     GOOD             CGS
 JU0529  HISTORY     - 1975     GOOD             CAB
 JU0529  HISTORY     - 1978     GOOD             DOD
 JU0529  HISTORY     - 20020618 GOOD             STEWRT
 JU0529
 JU0529                          STATION DESCRIPTION
 JU0529
 JU0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0529'1.6 MI SW FROM POMANA.
 JU0529'AT THE NATIONAL AVIATION FACILITIES EXPERIMENTAL CENTER, AT
 JU0529'BUILDING 208, SET VERTICALLY IN THE NORTH FACE OF THE BRICK
 JU0529'BUILDING, 1 FOOT WEST OF NORTHEAST CORNER OF BUILDING, 5.5 FEET
 JU0529'EAST OF NORTH ENTRANCE AND 2.2 FEET ABOVE THE LEVEL OF THE GROUND.
 JU0529
 JU0529                          STATION RECOVERY (1975)
 JU0529
 JU0529'RECOVERY NOTE BY CIVIL AERONAUTICS BOARD 1975
 JU0529'RECOVERED IN GOOD CONDITION.
 JU0529
 JU0529                          STATION RECOVERY (1978)
 JU0529
 JU0529'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 JU0529'RECOVERED IN GOOD CONDITION.
 JU0529
 JU0529                          STATION RECOVERY (2002)
 JU0529
 JU0529'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2002 (JMS)
 JU0529'THE PUBLISHED LATITUDE AND LONGITUDE VALUES ARE INCORRECT.  THE VALUES
 JU0529'SHOULD BE 39 26 11 N AND  074 33 19 W. THE NEW MEASUREMENT WAS TAKEN
 JU0529'FROM A HANDHELD GPS UNIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0272 ***********************************************************************
 JU0272  DESIGNATION -  V 65
 JU0272  PID         -  JU0272
 JU0272  STATE/COUNTY-  NJ/ATLANTIC
 JU0272  USGS QUAD   -  OCEANVILLE (1989)
 JU0272
 JU0272                         *CURRENT SURVEY CONTROL
 JU0272  ___________________________________________________________________
 JU0272* NAD 83(1986)-  39 25 49.     (N)    074 29 34.     (W)     SCALED    
 JU0272* NAVD 88     -         5.378  (meters)      17.64   (feet)  ADJUSTED  
 JU0272  ___________________________________________________________________
 JU0272  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JU0272  DYNAMIC HT  -           5.375 (meters)      17.63  (feet)  COMP
 JU0272  MODELED GRAV-     980,121.0   (mgal)                       NAVD 88
 JU0272
 JU0272  VERT ORDER  -  FIRST     CLASS I
 JU0272
 JU0272.The horizontal coordinates were scaled from a topographic map and have
 JU0272.an estimated accuracy of +/- 6 seconds.
 JU0272
 JU0272.The orthometric height was determined by differential leveling
 JU0272.and adjusted by the National Geodetic Survey in June 1991..
 JU0272.WARNING-Repeat measurements at this control monument indicate possible
 JU0272.vertical movement.
 JU0272
 JU0272.The geoid height was determined by GEOID03.
 JU0272
 JU0272.The dynamic height is computed by dividing the NAVD 88
 JU0272.geopotential number by the normal gravity value computed on the
 JU0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0272.degrees latitude (g = 980.6199 gals.).
 JU0272
 JU0272.The modeled gravity was interpolated from observed gravity values.
 JU0272
 JU0272;                    North         East    Units  Estimated Accuracy
 JU0272;SPC NJ       -    66,270.      150,620.      MT  (+/- 180 meters Scaled)
 JU0272
 JU0272                          SUPERSEDED SURVEY CONTROL
 JU0272
 JU0272  NGVD 29 (04/16/92)    5.766  (m)           18.92   (f) ADJUSTED    1 1
 JU0272
 JU0272.Superseded values are not recommended for survey control.
 JU0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0272.See file dsdata.txt to determine how the superseded data were derived.
 JU0272
 JU0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ436646(NAD 83)
 JU0272_MARKER: DB = BENCH MARK DISK
 JU0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0272_STAMPING: V 65 1964
 JU0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0272+STABILITY: SURFACE MOTION
 JU0272
 JU0272  HISTORY     - Date     Condition        Report By
 JU0272  HISTORY     - 1964     MONUMENTED       CGS
 JU0272  HISTORY     - 1979     GOOD             NGS
 JU0272
 JU0272                          STATION DESCRIPTION
 JU0272
 JU0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0272'AT ABSECON.
 JU0272'AT ABSECON, ABOUT 0.25 MILE SOUTHWEST ALONG SHORE ROAD FROM
 JU0272'THE JUNCTION OF U.S. HIGHWAY 9, ABOUT 0.6 MILE NORTHEAST ALONG
 JU0272'SHORE ROAD FROM THE INTERSECTION OF U.S. HIGHWAY 30, NEAR THE
 JU0272'JUNCTION OF SHADY LANE, 109 FEET EAST OF THE CENTER OF THE
 JU0272'JUNCTION, 124 FEET SOUTH-SOUTHEAST OF AND ACROSS SHORE ROAD
 JU0272'FROM THE EAST CORNER OF HOUSE AT 405 SHORE ROAD, 3.0 FEET
 JU0272'EAST-NORTHEAST OF A CABLE LINE POLE, 1.4 FEET SOUTHEAST CURB
 JU0272'OF SHORE ROAD, 1.3 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE
 JU0272'SIDEWALK, ABOUT LEVEL WITH SIDEWALK AND SET IN THE TOP OF
 JU0272'A CONCRETE POST PROJECTING 0.1 FOOT.
 JU0272
 JU0272                          STATION RECOVERY (1979)
 JU0272
 JU0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0272'THE MARK IS 1 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0137 ***********************************************************************
 JU0137  DESIGNATION -  V 66
 JU0137  PID         -  JU0137
 JU0137  STATE/COUNTY-  NJ/OCEAN
 JU0137  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0137
 JU0137                         *CURRENT SURVEY CONTROL
 JU0137  ___________________________________________________________________
 JU0137* NAD 83(1996)-  39 39 39.68623(N)    074 12 05.32879(W)     ADJUSTED  
 JU0137* NAVD 88     -        11.361  (meters)      37.27   (feet)  ADJUSTED  
 JU0137  ___________________________________________________________________
 JU0137  X           -   1,338,624.681 (meters)                     COMP
 JU0137  Y           -  -4,731,065.850 (meters)                     COMP
 JU0137  Z           -   4,049,068.480 (meters)                     COMP
 JU0137  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 JU0137  ELLIP HEIGHT-         -22.09  (meters)          (10/23/02) GPS OBS
 JU0137  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU0137  DYNAMIC HT  -          11.356 (meters)      37.26  (feet)  COMP
 JU0137  MODELED GRAV-     980,154.5   (mgal)                       NAVD 88
 JU0137
 JU0137  HORZ ORDER  -  FIRST
 JU0137  VERT ORDER  -  FIRST     CLASS I
 JU0137  ELLP ORDER  -  FOURTH    CLASS I
 JU0137
 JU0137.The horizontal coordinates were established by GPS observations
 JU0137.and adjusted by the National Geodetic Survey in May 1999..
 JU0137
 JU0137.The orthometric height was determined by differential leveling
 JU0137.and adjusted by the National Geodetic Survey in April 1997..
 JU0137
 JU0137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0137
 JU0137.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0137
 JU0137.The ellipsoidal height was determined by GPS observations
 JU0137.and is referenced to NAD 83.
 JU0137
 JU0137.The geoid height was determined by GEOID03.
 JU0137
 JU0137.The dynamic height is computed by dividing the NAVD 88
 JU0137.geopotential number by the normal gravity value computed on the
 JU0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0137.degrees latitude (g = 980.6199 gals.).
 JU0137
 JU0137.The modeled gravity was interpolated from observed gravity values.
 JU0137
 JU0137;                    North         East     Units Scale Factor Converg.
 JU0137;SPC NJ       -    91,923.784   175,614.817   MT  0.99990808   +0 11 25.9
 JU0137;SPC NJ       -   301,586.61    576,162.95   sFT  0.99990808   +0 11 25.9
 JU0137;UTM  18      - 4,390,439.953   568,497.667   MT  0.99965776   +0 30 34.8
 JU0137
 JU0137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0137!SPC NJ       -   1.00000347  x   0.99990808  =   0.99991155
 JU0137!UTM  18      -   1.00000347  x   0.99965776  =   0.99966122
 JU0137
 JU0137|---------------------------------------------------------------------|
 JU0137| PID    Reference Object                     Distance      Geod. Az  |
 JU0137|                                                           dddmmss.s |
 JU0137| JU4320 NJGPS 31                              8.118 METERS 13029     |
 JU0137|---------------------------------------------------------------------|
 JU0137
 JU0137                          SUPERSEDED SURVEY CONTROL
 JU0137
 JU0137  ELLIP H (05/14/99)  -22.10   (m)                       GP(       ) 4 1
 JU0137  NAD 83(1986)-  39 39 39.67992(N)    074 12 05.32551(W) AD(       ) 1
 JU0137  NAVD 88 (06/15/91)   11.377  (m)           37.33   (f) UNKNOWN     1 1
 JU0137  NGVD 29 (??/??/??)   11.760  (m)           38.58   (f) ADJUSTED    1 1
 JU0137
 JU0137.Superseded values are not recommended for survey control.
 JU0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0137.See file dsdata.txt to determine how the superseded data were derived.
 JU0137
 JU0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6849890440(NAD 83)
 JU0137_MARKER: DB = BENCH MARK DISK
 JU0137_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU0137_SP_SET: BRIDGE ABUTMENT
 JU0137_STAMPING: V 66 1964
 JU0137_MARK LOGO: CGS   
 JU0137_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0137+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2001
 JU0137
 JU0137  HISTORY     - Date     Condition        Report By
 JU0137  HISTORY     - 1964     MONUMENTED       CGS
 JU0137  HISTORY     - 1983     GOOD             LOCSUR
 JU0137  HISTORY     - 1987     GOOD             USPSQD
 JU0137  HISTORY     - 19960522 GOOD             NJGS
 JU0137  HISTORY     - 19960523 GOOD             NJGS
 JU0137  HISTORY     - 20010302 GOOD             NJDEP
 JU0137
 JU0137                          STATION DESCRIPTION
 JU0137
 JU0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0137'1.8 MI NW FROM SHIP BOTTOM.
 JU0137'ABOUT 0.4 MILE NORTHEAST ALONG LONG BEACH BOULEVARD FROM THE CITY
 JU0137'HALL AT SHIP BOTTOM, THENCE ABOUT 1.45 MILES NORTHWEST ALONG STATE
 JU0137'HIGHWAY 72, AT THE SECOND BRIDGE FROM THE NORTHWEST END OF LONG
 JU0137'BEACH CAUSEWAY, SET IN THE TOP NEAR THE SOUTHEAST END OF THE
 JU0137'SOUTHWEST CONCRETE CURBING ALONG THE SOUTHWEST SIDE OF THE
 JU0137'BRIDGE, 4.0 FEET NORTHWEST OF THE SOUTHEAST END OF THE CURBING,
 JU0137'2.2 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE CURBING AND
 JU0137'ABOUT 1 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.  NOTE-- THE
 JU0137'MARK IS SET DIRECTLY OVER THE SOUTHEAST ABUTMENT OF THE BRIDGE.
 JU0137
 JU0137                          STATION RECOVERY (1983)
 JU0137
 JU0137'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JU0137'RECOVERED IN GOOD CONDITION.
 JU0137
 JU0137                          STATION RECOVERY (1987)
 JU0137
 JU0137'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0137'RECOVERED IN GOOD CONDITION.
 JU0137
 JU0137                          STATION RECOVERY (1996)
 JU0137
 JU0137'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 JU0137'RECOVERED AS DESCRIBED.
 JU0137
 JU0137                          STATION RECOVERY (1996)
 JU0137
 JU0137'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (RJK)
 JU0137'RECOVERED AS DESCRIBED.  THE STATION IS ALSO 26.7 FT (8.1 M) NORTH
 JU0137'NORTHWEST OF STATION NJGPS 31 (JU4320) , 34.7 FT (10.6 M) NORTHWEST OF
 JU0137'MILEPOST 27.
 JU0137
 JU0137                          STATION RECOVERY (2001)
 JU0137
 JU0137'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2001 (BMC)
 JU0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0075 ***********************************************************************
 JU0075  DESIGNATION -  V 67
 JU0075  PID         -  JU0075
 JU0075  STATE/COUNTY-  NJ/OCEAN
 JU0075  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0075
 JU0075                         *CURRENT SURVEY CONTROL
 JU0075  ___________________________________________________________________
 JU0075* NAD 83(1986)-  39 43 28.     (N)    074 14 32.     (W)     SCALED    
 JU0075* NAVD 88     -        13.606  (meters)      44.64   (feet)  ADJUSTED  
 JU0075  ___________________________________________________________________
 JU0075  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JU0075  DYNAMIC HT  -          13.600 (meters)      44.62  (feet)  COMP
 JU0075  MODELED GRAV-     980,166.0   (mgal)                       NAVD 88
 JU0075
 JU0075  VERT ORDER  -  FIRST     CLASS I
 JU0075
 JU0075.The horizontal coordinates were scaled from a topographic map and have
 JU0075.an estimated accuracy of +/- 6 seconds.
 JU0075
 JU0075.The orthometric height was determined by differential leveling
 JU0075.and adjusted by the National Geodetic Survey in June 1991..
 JU0075
 JU0075.The geoid height was determined by GEOID03.
 JU0075
 JU0075.The dynamic height is computed by dividing the NAVD 88
 JU0075.geopotential number by the normal gravity value computed on the
 JU0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0075.degrees latitude (g = 980.6199 gals.).
 JU0075
 JU0075.The modeled gravity was interpolated from observed gravity values.
 JU0075
 JU0075;                    North         East    Units  Estimated Accuracy
 JU0075;SPC NJ       -    98,950.      172,100.      MT  (+/- 180 meters Scaled)
 JU0075
 JU0075                          SUPERSEDED SURVEY CONTROL
 JU0075
 JU0075  NGVD 29 (04/16/92)   13.985  (m)           45.88   (f) ADJUSTED    1 1
 JU0075
 JU0075.Superseded values are not recommended for survey control.
 JU0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0075.See file dsdata.txt to determine how the superseded data were derived.
 JU0075
 JU0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ649974(NAD 83)
 JU0075_MARKER: DB = BENCH MARK DISK
 JU0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0075_STAMPING: V 67 1964
 JU0075_MARK LOGO: CGS   
 JU0075_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0075+STABILITY: SURFACE MOTION
 JU0075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0075+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2003
 JU0075
 JU0075  HISTORY     - Date     Condition        Report By
 JU0075  HISTORY     - 1964     MONUMENTED       CGS
 JU0075  HISTORY     - 1979     GOOD             NGS
 JU0075  HISTORY     - 1987     GOOD             USPSQD
 JU0075  HISTORY     - 1987     GOOD             USPSQD
 JU0075  HISTORY     - 19950201 GOOD             NJGS
 JU0075  HISTORY     - 20030113 GOOD             GRAGEL
 JU0075
 JU0075                          STATION DESCRIPTION
 JU0075
 JU0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0075'2.2 MI NE FROM MANAHAWKIN.
 JU0075'ABOUT 2.2 MILES NORTHEAST ALONG U.S. HIGHWAY 9 FROM INTERSECTION
 JU0075'OF STATE HIGHWAY 72 AT MANAHAWKIN, NEAR THE JUNCTION OF BEACHVIEW
 JU0075'AVENUE, 185 FEET SOUTH OF THE CENTER OF THE JUNCTION, 46.0 FEET
 JU0075'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 73 FEET
 JU0075'EAST-SOUTHEAST OF AND ACROSS HIGHWAY FROM CABLE LINE POLE 1368,
 JU0075'2.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 JU0075'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JU0075'PROJECTING 0.2 FOOT.
 JU0075
 JU0075                          STATION RECOVERY (1979)
 JU0075
 JU0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0075'THE MARK IS 1.0 FT  SE FROM A WITNESS POST.
 JU0075
 JU0075                          STATION RECOVERY (1987)
 JU0075
 JU0075'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0075'RECOVERED IN GOOD CONDITION.
 JU0075
 JU0075                          STATION RECOVERY (1987)
 JU0075
 JU0075'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0075'RECOVERED IN GOOD CONDITION.
 JU0075
 JU0075                          STATION RECOVERY (1995)
 JU0075
 JU0075'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0075'RECOVERED AS DESCRIBED.
 JU0075
 JU0075                          STATION RECOVERY (2003)
 JU0075
 JU0075'RECOVERY NOTE BY GRAVATT GELLER AND ASSOCIATES 2003 (RWS)
 JU0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0033 ***********************************************************************
 JU0033  DESIGNATION -  V 68
 JU0033  PID         -  JU0033
 JU0033  STATE/COUNTY-  NJ/OCEAN
 JU0033  USGS QUAD   -  TOMS RIVER (1989)
 JU0033
 JU0033                         *CURRENT SURVEY CONTROL
 JU0033  ___________________________________________________________________
 JU0033* NAD 83(1986)-  39 57 10.     (N)    074 11 43.     (W)     SCALED    
 JU0033* NAVD 88     -        10.337  (meters)      33.91   (feet)  ADJUSTED  
 JU0033  ___________________________________________________________________
 JU0033  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU0033  DYNAMIC HT  -          10.332 (meters)      33.90  (feet)  COMP
 JU0033  MODELED GRAV-     980,161.1   (mgal)                       NAVD 88
 JU0033
 JU0033  VERT ORDER  -  FIRST     CLASS I
 JU0033
 JU0033.The horizontal coordinates were scaled from a topographic map and have
 JU0033.an estimated accuracy of +/- 6 seconds.
 JU0033
 JU0033.The orthometric height was determined by differential leveling
 JU0033.and adjusted by the National Geodetic Survey in June 1991..
 JU0033
 JU0033.The geoid height was determined by GEOID03.
 JU0033
 JU0033.The dynamic height is computed by dividing the NAVD 88
 JU0033.geopotential number by the normal gravity value computed on the
 JU0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0033.degrees latitude (g = 980.6199 gals.).
 JU0033
 JU0033.The modeled gravity was interpolated from observed gravity values.
 JU0033
 JU0033;                    North         East    Units  Estimated Accuracy
 JU0033;SPC NJ       -   124,320.      176,040.      MT  (+/- 180 meters Scaled)
 JU0033
 JU0033                          SUPERSEDED SURVEY CONTROL
 JU0033
 JU0033  NGVD 29 (04/16/92)   10.693  (m)           35.08   (f) ADJUSTED    1 1
 JU0033
 JU0033.Superseded values are not recommended for survey control.
 JU0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0033.See file dsdata.txt to determine how the superseded data were derived.
 JU0033
 JU0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK687228(NAD 83)
 JU0033_MARKER: DB = BENCH MARK DISK
 JU0033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0033_SP_SET: BUILDING
 JU0033_STAMPING: V 68 1964
 JU0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0033
 JU0033  HISTORY     - Date     Condition        Report By
 JU0033  HISTORY     - 1964     MONUMENTED       CGS
 JU0033  HISTORY     - 1979     GOOD             NGS
 JU0033  HISTORY     - 1987     GOOD             USPSQD
 JU0033  HISTORY     - 19940726 GOOD             USPSQD
 JU0033  HISTORY     - 19990722 GOOD             USPSQD
 JU0033
 JU0033                          STATION DESCRIPTION
 JU0033
 JU0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0033'AT TOMS RIVER.
 JU0033'AT TOMS RIVER, ABOUT 0.1 MILE EAST ALONG WASHINGTON STREET FROM
 JU0033'THE POST OFFICE, AT THE COUNTY COURT HOUSE, SET VERTICALLY IN THE
 JU0033'SOUTH BRICK WALL AT THE SOUTHWEST CORNER OF THE COURT HOUSE, 78.0
 JU0033'FEET NORTH OF THE NORTH CURB OF WASHINGTON STREET, 0.7 FOOT EAST
 JU0033'OF THE SOUTHWEST CORNER OF THE BUILDING AND ABOUT 4 FEET ABOVE THE
 JU0033'LEVEL OF THE GROUND.
 JU0033
 JU0033                          STATION RECOVERY (1979)
 JU0033
 JU0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0033'NOTE-- BUILDING HAS BEEN ADDED ON TO THE WEST SIDE,
 JU0033'ADD-NOW 24 FEET EAST OF THE CENTER OF THE MOST WESTERLY
 JU0033'ENTRANCE ON THE SOUTH SIDE OF THE BUILDING.
 JU0033
 JU0033                          STATION RECOVERY (1987)
 JU0033
 JU0033'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0033'RECOVERED IN GOOD CONDITION.
 JU0033
 JU0033                          STATION RECOVERY (1994)
 JU0033
 JU0033'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0033'RECOVERED IN GOOD CONDITION.
 JU0033
 JU0033                          STATION RECOVERY (1999)
 JU0033
 JU0033'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3212 ***********************************************************************
 KV3212  DESIGNATION -  V 70
 KV3212  PID         -  KV3212
 KV3212  STATE/COUNTY-  NJ/MONMOUTH
 KV3212  USGS QUAD   -  KEYPORT (1977)
 KV3212
 KV3212                         *CURRENT SURVEY CONTROL
 KV3212  ___________________________________________________________________
 KV3212* NAD 83(1996)-  40 26 50.37078(N)    074 10 00.14218(W)     ADJUSTED  
 KV3212* NAVD 88     -         2.032  (meters)       6.67   (feet)  ADJUSTED  
 KV3212  ___________________________________________________________________
 KV3212  X           -   1,326,165.247 (meters)                     COMP
 KV3212  Y           -  -4,676,195.354 (meters)                     COMP
 KV3212  Z           -   4,115,890.709 (meters)                     COMP
 KV3212  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 KV3212  ELLIP HEIGHT-         -30.31  (meters)          (10/23/02) GPS OBS
 KV3212  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV3212  DYNAMIC HT  -           2.031 (meters)       6.66  (feet)  COMP
 KV3212  MODELED GRAV-     980,223.4   (mgal)                       NAVD 88
 KV3212
 KV3212  HORZ ORDER  -  FIRST
 KV3212  VERT ORDER  -  FIRST     CLASS II
 KV3212  ELLP ORDER  -  FOURTH    CLASS I
 KV3212
 KV3212.The horizontal coordinates were established by GPS observations
 KV3212.and adjusted by the National Geodetic Survey in May 1999..
 KV3212
 KV3212.The orthometric height was determined by differential leveling
 KV3212.and adjusted by the National Geodetic Survey in June 1991..
 KV3212
 KV3212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV3212
 KV3212.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3212
 KV3212.The ellipsoidal height was determined by GPS observations
 KV3212.and is referenced to NAD 83.
 KV3212
 KV3212.The geoid height was determined by GEOID03.
 KV3212
 KV3212.The dynamic height is computed by dividing the NAVD 88
 KV3212.geopotential number by the normal gravity value computed on the
 KV3212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3212.degrees latitude (g = 980.6199 gals.).
 KV3212
 KV3212.The modeled gravity was interpolated from observed gravity values.
 KV3212
 KV3212;                    North         East     Units Scale Factor Converg.
 KV3212;SPC NJ       -   179,233.303   178,271.857   MT  0.99990984   +0 12 58.4
 KV3212;SPC NJ       -   588,034.59    584,880.25   sFT  0.99990984   +0 12 58.4
 KV3212;UTM  18      - 4,477,741.243   570,663.796   MT  0.99966146   +0 32 26.2
 KV3212
 KV3212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3212!SPC NJ       -   1.00000475  x   0.99990984  =   0.99991459
 KV3212!UTM  18      -   1.00000475  x   0.99966146  =   0.99966621
 KV3212
 KV3212                          SUPERSEDED SURVEY CONTROL
 KV3212
 KV3212  NAD 83(1996)-  40 26 50.37014(N)    074 10 00.14232(W) AD(       ) 1
 KV3212  NAD 83(1992)-  40 26 50.36996(N)    074 10 00.14230(W) AD(       ) 1
 KV3212  ELLIP H (04/25/94)  -30.38   (m)                       GP(       ) 3 1
 KV3212  NAD 83(1986)-  40 26 50.37016(N)    074 10 00.14069(W) AD(       ) 2
 KV3212  NAVD 88 (04/25/94)    2.03   (m)            6.7    (f) LEVELING    3  
 KV3212  NGVD 29 (??/??/??)    2.397  (m)            7.86   (f) ADJUSTED    1 2
 KV3212
 KV3212.Superseded values are not recommended for survey control.
 KV3212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3212.See file dsdata.txt to determine how the superseded data were derived.
 KV3212
 KV3212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7066477741(NAD 83)
 KV3212_MARKER: DB = BENCH MARK DISK
 KV3212_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV3212_SP_SET: BRIDGE WINGWALL
 KV3212_STAMPING: V 70 1964
 KV3212_MARK LOGO: CGS   
 KV3212_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3212+STABILITY: SURFACE MOTION
 KV3212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3212+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2004
 KV3212
 KV3212  HISTORY     - Date     Condition        Report By
 KV3212  HISTORY     - 1964     MONUMENTED       CGS
 KV3212  HISTORY     - 19881111 GOOD             NJGS
 KV3212  HISTORY     - 19930311 GOOD             NJHA
 KV3212  HISTORY     - 19930804 GOOD             NJGS
 KV3212  HISTORY     - 20020725 GOOD             AASCO
 KV3212  HISTORY     - 20040326 GOOD             INDIV
 KV3212
 KV3212                          STATION DESCRIPTION
 KV3212
 KV3212'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV3212'IN UNION BEACH.
 KV3212'0.05 MILE NORTH ALONG UNION AVENUE FROM THE POST OFFICE IN UNION
 KV3212'BEACH, AT THE BRIDGE OVER FLAT CREEK, 27.8 FEET NORTH OF THE SOUTHWEST
 KV3212'CORNER OF THE BRIDGE, 27.5 FEET SOUTHWEST OF POWER LINE POLE
 KV3212'NUMBER BT 40032 KP, 21.0 FEET WEST OF THE CENTERLINE OF UNION
 KV3212'AVENUE, ABOUT LEVEL WITH UNION AVENUE AND SET IN THE NORTHWEST
 KV3212'WINGWALL OF BRIDGE OVER FLAT CREEK.
 KV3212
 KV3212                          STATION RECOVERY (1988)
 KV3212
 KV3212'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV3212'THE MARK IS SET IN THE NORTHWEST WINGWALL OF A BRIDGE OVER FLAT CREEK
 KV3212'IN UNION BEACH.  THE BRIDGE IS LOCATED 1.1 KM (1.77 MI) NORTHWEST
 KV3212'ALONG FRONT STREET FROM THE JUNCTION WITH STATE ROUTE 36.  IT CAN
 KV3212'ALSO BE REACHED FROM THE TEE JUNCTION OF FRONT STREET AND UNION
 KV3212'AVENUE AT THE WAR MEMORIAL IN UNION BEACH BY GOING SOUTHEAST ON FRONT
 KV3212'STREET FOR 0.64 KM (1.03 MI) TO THE BRIDGE AND THE MARK ON THE RIGHT
 KV3212'8.4 M (27.56 FT) SOUTHWEST OF POWER POLE 40032 KP AND 6.4 M
 KV3212'(21.00 FT) WEST OF THE CENTER OF THE ROAD.
 KV3212
 KV3212                          STATION RECOVERY (1993)
 KV3212
 KV3212'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 KV3212'RECOVERED IN GOOD CONDITION.
 KV3212
 KV3212                          STATION RECOVERY (1993)
 KV3212
 KV3212'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV3212'THE STATION IS LOCATED IN THE BOROUGH OF UNION BEACH, SET ON THE
 KV3212'NORTHWEST CORNER OF THE NORTH BRIDGE ABUTMENT WINGWALL OF THE UNION
 KV3212'AVENUE BRIDGE SPANNING THE FLAT CREEK.  TO REACH THE STATION FRON THE
 KV3212'JUNCTION OF STATE ROUTE 35 AND UNION AVENUE, AT MILE POST 41 OF ROUTE
 KV3212'35, PROCEED 1.15 MI (1.85 KM) NORTH ON UNION AVENUE TO THE JUNCTION
 KV3212'WITH STATE ROUTE 36, CONTINUE AHEAD FOR ANOTHER 0.7 MI (1.1 KM) NORTH
 KV3212'ON UNION AVENUE, COUNTY ROAD 39, TO THE STATION ON THE LEFT.  THE
 KV3212'STATION IS 8.4 M (27.6 FT) SOUTHWEST OF POLE NUMBER 40032 KP AND 6.4
 KV3212'M (21.0 FT) WEST OF THE CENTERLINE OF UNION AVENUE.
 KV3212
 KV3212                          STATION RECOVERY (2002)
 KV3212
 KV3212'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (GLB)
 KV3212'RECOVERED IN GOOD CONDITION.
 KV3212
 KV3212                          STATION RECOVERY (2004)
 KV3212
 KV3212'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JFP)
 KV3212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0254 ***********************************************************************
 KV0254  DESIGNATION -  V 71
 KV0254  PID         -  KV0254
 KV0254  STATE/COUNTY-  NJ/ESSEX
 KV0254  USGS QUAD   -  ELIZABETH (1995)
 KV0254
 KV0254                         *CURRENT SURVEY CONTROL
 KV0254  ___________________________________________________________________
 KV0254* NAD 83(1986)-  40 43 00.     (N)    074 09 08.     (W)     SCALED    
 KV0254* NAVD 88     -         4.464  (meters)      14.65   (feet)  ADJUSTED  
 KV0254  ___________________________________________________________________
 KV0254  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KV0254  DYNAMIC HT  -           4.462 (meters)      14.64  (feet)  COMP
 KV0254  MODELED GRAV-     980,226.4   (mgal)                       NAVD 88
 KV0254
 KV0254  VERT ORDER  -  FIRST     CLASS I
 KV0254
 KV0254.The horizontal coordinates were scaled from a topographic map and have
 KV0254.an estimated accuracy of +/- 6 seconds.
 KV0254
 KV0254.The orthometric height was determined by differential leveling
 KV0254.and adjusted by the National Geodetic Survey in June 1991..
 KV0254
 KV0254.The geoid height was determined by GEOID03.
 KV0254
 KV0254.The dynamic height is computed by dividing the NAVD 88
 KV0254.geopotential number by the normal gravity value computed on the
 KV0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0254.degrees latitude (g = 980.6199 gals.).
 KV0254
 KV0254.The modeled gravity was interpolated from observed gravity values.
 KV0254
 KV0254;                    North         East    Units  Estimated Accuracy
 KV0254;SPC NJ       -   209,140.      179,380.      MT  (+/- 180 meters Scaled)
 KV0254
 KV0254                          SUPERSEDED SURVEY CONTROL
 KV0254
 KV0254  NGVD 29 (04/16/92)    4.804  (m)           15.76   (f) ADJUSTED    1 1
 KV0254
 KV0254.Superseded values are not recommended for survey control.
 KV0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0254.See file dsdata.txt to determine how the superseded data were derived.
 KV0254
 KV0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL716076(NAD 83)
 KV0254_MARKER: DB = BENCH MARK DISK
 KV0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0254_SP_SET: ABUTMENT
 KV0254_STAMPING: V 71 1965
 KV0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0254
 KV0254  HISTORY     - Date     Condition        Report By
 KV0254  HISTORY     - 1965     MONUMENTED       CGS
 KV0254  HISTORY     - 1979     GOOD             NGS
 KV0254
 KV0254                          STATION DESCRIPTION
 KV0254
 KV0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0254'AT NEWARK.
 KV0254'AT NEWARK, NEAR THE INTERSECTION OF STOCKTON AVENUE AND DELANCY
 KV0254'STREET, ABOUT 0.3 MILE SOUTH ALONG U.S. HIGHWAY 1 FROM THE
 KV0254'SOUTHWEST END OF THE PULASKI SKYWAY, SET VERTICALLY IN THE
 KV0254'NORTHWEST END OF THE SOUTHWEST ABUTMENT OF THE NORTH-BOUND LANE
 KV0254'OF U.S. HIGHWAY 1 OVERPASS OVER DELANCY STREET, 10 FEET SOUTHWEST
 KV0254'OF THE SOUTHWEST CURB OF DELANCY STREET, ABOUT 2 FEET ABOVE THE
 KV0254'GROUND AND ABOUT 3 FEET ABOVE THE LEVEL OF THE STREET.
 KV0254
 KV0254                          STATION RECOVERY (1979)
 KV0254
 KV0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0977 ***********************************************************************
 KV0977  DESIGNATION -  V 73
 KV0977  PID         -  KV0977
 KV0977  STATE/COUNTY-  NJ/MIDDLESEX
 KV0977  USGS QUAD   -  JAMESBURG (1981)
 KV0977
 KV0977                         *CURRENT SURVEY CONTROL
 KV0977  ___________________________________________________________________
 KV0977* NAD 83(1986)-  40 20 31.     (N)    074 27 40.     (W)     SCALED    
 KV0977* NAVD 88     -        44.501  (meters)     146.00   (feet)  ADJUSTED  
 KV0977  ___________________________________________________________________
 KV0977  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KV0977  DYNAMIC HT  -          44.481 (meters)     145.93  (feet)  COMP
 KV0977  MODELED GRAV-     980,197.0   (mgal)                       NAVD 88
 KV0977
 KV0977  VERT ORDER  -  FIRST     CLASS II
 KV0977
 KV0977.The horizontal coordinates were scaled from a topographic map and have
 KV0977.an estimated accuracy of +/- 6 seconds.
 KV0977
 KV0977.The orthometric height was determined by differential leveling
 KV0977.and adjusted by the National Geodetic Survey in June 1991..
 KV0977
 KV0977.The geoid height was determined by GEOID03.
 KV0977
 KV0977.The dynamic height is computed by dividing the NAVD 88
 KV0977.geopotential number by the normal gravity value computed on the
 KV0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0977.degrees latitude (g = 980.6199 gals.).
 KV0977
 KV0977.The modeled gravity was interpolated from observed gravity values.
 KV0977
 KV0977;                    North         East    Units  Estimated Accuracy
 KV0977;SPC NJ       -   167,480.      153,300.      MT  (+/- 180 meters Scaled)
 KV0977
 KV0977                          SUPERSEDED SURVEY CONTROL
 KV0977
 KV0977.No superseded survey control is available for this station.
 KV0977
 KV0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK457658(NAD 83)
 KV0977_MARKER: DB = BENCH MARK DISK
 KV0977_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV0977_SP_SET: 23 FEET
 KV0977_STAMPING: V 73 1974
 KV0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0977
 KV0977  HISTORY     - Date     Condition        Report By
 KV0977  HISTORY     - 1974     MONUMENTED       NGS
 KV0977  HISTORY     - 19910628 MARK NOT FOUND   NJGS
 KV0977
 KV0977                          STATION DESCRIPTION
 KV0977
 KV0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV0977'1.2 MI W FROM JAMESBURG.
 KV0977'1.2 MILES WEST ALONG FORESGATE DRIVE FROM THE JAMESBURG HIGH
 KV0977'SCHOOL AT JAMESBURG, AT FORESGATE COUNTRY CLUB, IN THE LOWER PART
 KV0977'OF A U FORMED BY CONCRETE SIDEWALK LEADING TO THE MAIN ENTRANCE,
 KV0977'64.4 FEET NORTH OF THE CENTER LINE OF THE DRIVE, 161 FEET SOUTH
 KV0977'OF THE CENTER OF THE ENTRANCE TO THE BUILDING, 4.6 FEET SOUTH OF
 KV0977'A FLAGPOLE, 6.6 FEET SOUTH OF THE SOUTH EDGE OF THE PORTION OF
 KV0977'SIDEWALK LEADING NORTH TO ENTRANCE, 111 FEET WEST-NORTHWEST OF A
 KV0977'10-INCH SPRUCE TREE, ABOUT LEVEL WITH THE DRIVE, A DISK ON THE
 KV0977'TOP OF A COPPER COATED ROD DRIVEN TO SUDDEN REFUSAL AT A DEPTH
 KV0977'OF 23 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE
 KV0977'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 KV0977
 KV0977                          STATION RECOVERY (1991)
 KV0977
 KV0977'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV0977'THE STATION WAS SEARCHED FOR ON 28 JUNE 1991 AND WAS NOT RECOVERED
 KV0977'AFTER A ONE HOUR SEARCH BY A TWO MAN PARTY.  THE STATION IS
 KV0977'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1073 ***********************************************************************
 KV1073  DESIGNATION -  V 74
 KV1073  PID         -  KV1073
 KV1073  STATE/COUNTY-  NJ/MERCER
 KV1073  USGS QUAD   -  TRENTON EAST (1981)
 KV1073
 KV1073                         *CURRENT SURVEY CONTROL
 KV1073  ___________________________________________________________________
 KV1073* NAD 83(1986)-  40 11 38.     (N)    074 43 10.     (W)     SCALED    
 KV1073* NAVD 88     -        19.100  (meters)      62.66   (feet)  ADJUSTED  
 KV1073  ___________________________________________________________________
 KV1073  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KV1073  DYNAMIC HT  -          19.091 (meters)      62.63  (feet)  COMP
 KV1073  MODELED GRAV-     980,187.6   (mgal)                       NAVD 88
 KV1073
 KV1073  VERT ORDER  -  FIRST     CLASS I
 KV1073
 KV1073.The horizontal coordinates were scaled from a topographic map and have
 KV1073.an estimated accuracy of +/- 6 seconds.
 KV1073
 KV1073.The orthometric height was determined by differential leveling
 KV1073.and adjusted by the National Geodetic Survey in June 1991..
 KV1073
 KV1073.The geoid height was determined by GEOID03.
 KV1073
 KV1073.The dynamic height is computed by dividing the NAVD 88
 KV1073.geopotential number by the normal gravity value computed on the
 KV1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1073.degrees latitude (g = 980.6199 gals.).
 KV1073
 KV1073.The modeled gravity was interpolated from observed gravity values.
 KV1073
 KV1073;                    North         East    Units  Estimated Accuracy
 KV1073;SPC NJ       -   151,060.      131,320.      MT  (+/- 180 meters Scaled)
 KV1073
 KV1073                          SUPERSEDED SURVEY CONTROL
 KV1073
 KV1073  NGVD 29 (01/10/92)   19.426  (m)           63.73   (f) ADJUSTED    1 1
 KV1073
 KV1073.Superseded values are not recommended for survey control.
 KV1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1073.See file dsdata.txt to determine how the superseded data were derived.
 KV1073
 KV1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK238493(NAD 83)
 KV1073_MARKER: DB = BENCH MARK DISK
 KV1073_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV1073_SP_SET: TOWER BASE LEG
 KV1073_STAMPING: V 74 1974
 KV1073_MARK LOGO: NGS   
 KV1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1073+STABILITY: SURFACE MOTION
 KV1073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1073+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1988
 KV1073
 KV1073  HISTORY     - Date     Condition        Report By
 KV1073  HISTORY     - 1974     MONUMENTED       NGS
 KV1073  HISTORY     - 19880715 GOOD             NJGS
 KV1073
 KV1073                          STATION DESCRIPTION
 KV1073
 KV1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1073'1 MI SE FROM TRENTON.
 KV1073'0.95 MILE SOUTHEAST ALONG SOUTH BROAD STREET FROM THE Y JUNCTION
 KV1073'OF LALOR STREET AT TRENTON, IN THE TOP SOUTHEAST SIDE OF
 KV1073'CONCRETE BASE FOR THE EAST LEG OF POWER LINE TOWER 2/3 H 2208 C
 KV1073'SEC.1, ABOUT 75 YARDS NORTHEAST OF THE NORTHEAST CORNER OF
 KV1073'INDEPENDENCE MALL, 109.6 FEET SOUTHWEST OF THE SOUTHWEST CURB
 KV1073'OF SOUTH BROAD STREET, 26.4 FEET SOUTHWEST OF TELEPHONE AND POWER
 KV1073'POLE PS10113 HM WITH THREE GUY WIRES AND ABOUT LEVEL WITH THE
 KV1073'STREET.
 KV1073
 KV1073                          STATION RECOVERY (1988)
 KV1073
 KV1073'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1988
 KV1073'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KV1073'IN TRENTON, 1.5 KM (0.95 MI) SOUTHEAST ALONG SOUTH BROAD STREET FORM
 KV1073'THE INTERSECTION OF LALOR STREET, SET IN TOP ON THE SOUTHEAST SIDE OF
 KV1073'THE SOUTHEAST LEG, NUMBER L428, OF THE HIGH VOLTAGE TRANSMISSION LINE
 KV1073'TOWER, H2208 SECTION 1, 8.4 M (27.6 FT) NOTHWEST OF POLE NUMBER
 KV1073'PS10113HM, 32.3 M (106.0 FT) SOUTHWEST OF THE WEST CURBLINE OF SOUTH
 KV1073'BROAD STREET, 9.0 M (29.5 FT) NORTHWEST OF THE NORTHWEST CURBLINE OF
 KV1073'THE ENTRANCE ROAD TO THE INDEPENDENCE MALL SHOPPING CENTER. SET FLUSH
 KV1073'WITH THE TOP OF THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1863 ***********************************************************************
 KV1863  TIDAL BM    -  This is a Tidal Bench Mark.
 KV1863  DESIGNATION -  V 75
 KV1863  PID         -  KV1863
 KV1863  STATE/COUNTY-  NJ/BURLINGTON
 KV1863  USGS QUAD   -  FRANKFORD (1997)
 KV1863
 KV1863                         *CURRENT SURVEY CONTROL
 KV1863  ___________________________________________________________________
 KV1863* NAD 83(1986)-  40 00 43.     (N)    075 00 26.     (W)     SCALED    
 KV1863* NAVD 88     -         2.019  (meters)       6.62   (feet)  ADJUSTED  
 KV1863  ___________________________________________________________________
 KV1863  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV1863  DYNAMIC HT  -           2.018 (meters)       6.62  (feet)  COMP
 KV1863  MODELED GRAV-     980,187.3   (mgal)                       NAVD 88
 KV1863
 KV1863  VERT ORDER  -  FIRST     CLASS II
 KV1863
 KV1863.The horizontal coordinates were scaled from a topographic map and have
 KV1863.an estimated accuracy of +/- 6 seconds.
 KV1863
 KV1863.The orthometric height was determined by differential leveling
 KV1863.and adjusted by the National Geodetic Survey in June 1991..
 KV1863
 KV1863.This Tidal Bench Mark is designated as VM 2874
 KV1863.by the Center for Operational Oceanographic Products and Services.
 KV1863
 KV1863.The geoid height was determined by GEOID03.
 KV1863
 KV1863.The dynamic height is computed by dividing the NAVD 88
 KV1863.geopotential number by the normal gravity value computed on the
 KV1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1863.degrees latitude (g = 980.6199 gals.).
 KV1863
 KV1863.The modeled gravity was interpolated from observed gravity values.
 KV1863
 KV1863;                    North         East    Units  Estimated Accuracy
 KV1863;SPC NJ       -   130,960.      106,700.      MT  (+/- 180 meters Scaled)
 KV1863
 KV1863                          SUPERSEDED SURVEY CONTROL
 KV1863
 KV1863  NGVD 29 (01/10/92)    2.340  (m)            7.68   (f) ADJUSTED    1 2
 KV1863
 KV1863.Superseded values are not recommended for survey control.
 KV1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1863.See file dsdata.txt to determine how the superseded data were derived.
 KV1863
 KV1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK993290(NAD 83)
 KV1863_MARKER: DV = VERTICAL CONTROL DISK
 KV1863_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1863_SP_SET: BRIDGE ABUTMENT
 KV1863_STAMPING: V 75 1974
 KV1863_MARK LOGO: NGS   
 KV1863_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1863+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1995
 KV1863
 KV1863  HISTORY     - Date     Condition        Report By
 KV1863  HISTORY     - 1974     MONUMENTED       NGS
 KV1863  HISTORY     - 19950824 GOOD             NJGS
 KV1863
 KV1863                          STATION DESCRIPTION
 KV1863
 KV1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1863'1.5 MI NE FROM PALMYRA.
 KV1863'1.5 MILES NORTHEAST ALONG BROAD STREET FROM THE JUNCTION OF
 KV1863'PUBLIC STREET AT PALMYRA, IN THE TOP OF THE SOUTH END OF THE
 KV1863'EAST ABUTMENT OF RAILROAD BRIDGE OVER POMPESTON CREEK, 48.3 FEET
 KV1863'SOUTH OF THE NORTHEAST CORNER OF NORTH BROAD STREET BRIDGE OVER
 KV1863'POMPESTON CREEK, 15.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND
 KV1863'4.5 FEET BELOW THE LEVEL OF THE TRACKS.  BENCH MARK IS ALSO 2.5
 KV1863'MILES SOUTHWEST OF THE POST OFFICE AT RIVERSIDE.
 KV1863
 KV1863                          STATION RECOVERY (1995)
 KV1863
 KV1863'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 KV1863'THE STATION IS LOCATED IN CINNAMINSON TOWNSHIP ON THE SOUTH SIDE OF
 KV1863'BROAD STREET, COUNTY ROAD 543.  TO REACH THE STATION FROM THE
 KV1863'INTERSECTION OF CINNAMINSON AVENUE, COUNTY ROAD 607 AND BROAD STREET,
 KV1863'COUNTY ROAD 543, IN THE BOROUGH OF PALMYRA, GO NORTHEAST ON BROAD
 KV1863'STREET FOR 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN A
 KV1863'DRILL HOLE IN THE TOP OF THE SOUTHEAST ABUTMENT OF BRIDGE NUMBER 853,
 KV1863'CARRYING THE CONRAIL RAILROAD OVER THE POMPESTON CREEK.  THE STATION
 KV1863'IS 48.3 FT (14.7 M) SOUTH FROM THE NORTHEAST CORNER OF THE ADJACENT
 KV1863'HIGHWAY BRIDGE CARRYING BROAD STREET OVER THE POMPESTON CREEK, 15.8 FT
 KV1863'(4.8 M) SOUTHEAST FROM THE SOUTHEAST RAIL AND ABOUT 4.5 FT (1.4 M)
 KV1863'BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3538 ***********************************************************************
 KV3538  DESIGNATION -  V 77 RESET 1982
 KV3538  PID         -  KV3538
 KV3538  STATE/COUNTY-  NJ/HUNTERDON
 KV3538  USGS QUAD   -  CALIFON (1970)
 KV3538
 KV3538                         *CURRENT SURVEY CONTROL
 KV3538  ___________________________________________________________________
 KV3538* NAD 83(1986)-  40 37 50.     (N)    074 46 48.     (W)     SCALED    
 KV3538* NAVD 88     -        44.31   (meters)     145.4    (feet)  RESET     
 KV3538  ___________________________________________________________________
 KV3538  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KV3538
 KV3538  VERT ORDER  -  THIRD
 KV3538
 KV3538.The horizontal coordinates were scaled from a topographic map and have
 KV3538.an estimated accuracy of +/- 6 seconds.
 KV3538
 KV3538.The orthometric height was computed from unverified reset data.
 KV3538.No vertical observational check was made to the station.
 KV3538
 KV3538.The geoid height was determined by GEOID03.
 KV3538
 KV3538;                    North         East    Units  Estimated Accuracy
 KV3538;SPC NJ       -   199,560.      126,310.      MT  (+/- 180 meters Scaled)
 KV3538
 KV3538                          SUPERSEDED SURVEY CONTROL
 KV3538
 KV3538  NGVD 29 (01/16/01)   44.56   (m)          146.2    (f) RESET       3  
 KV3538
 KV3538.Superseded values are not recommended for survey control.
 KV3538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3538.See file dsdata.txt to determine how the superseded data were derived.
 KV3538
 KV3538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK186977(NAD 83)
 KV3538_MARKER: DB = BENCH MARK DISK
 KV3538_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV3538_SP_SET: HEADWALL
 KV3538_STAMPING: V 77 RESET 1982
 KV3538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3538+STABILITY: SURFACE MOTION
 KV3538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3538+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 KV3538
 KV3538  HISTORY     - Date     Condition        Report By
 KV3538  HISTORY     - 1982     MONUMENTED       NGS
 KV3538  HISTORY     - 20020710 GOOD             INDIV
 KV3538  HISTORY     - 20050416 GOOD             USPSQD
 KV3538
 KV3538                          STATION DESCRIPTION
 KV3538
 KV3538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KV3538'3.4 KM (2.1 MI) NW FROM WHITEHOUSE.
 KV3538'0.1 KM (0.05 MI) SOUTHWEST ALONG FIRE LANE STREET FROM THE POST
 KV3538'OFFICE IN WHITEHOUSE, THENCE 3.3 KM (2.05 MI) NORTHWEST ALONG
 KV3538'U.S. HIGHWAY 22, 10.2 METERS (33.5 FEET) NORTHEAST OF THE CENTER OF
 KV3538'THW WESTBOUND LANE OF U.S. HIGHWAY 22, 5.1 METERS (16.6 FEET)
 KV3538'NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL, AND 3.0 METERS
 KV3538'(10.0 FEET) SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL.
 KV3538'THE MARK IS 5.9 METERS  NW FROM A WITNESS POST.
 KV3538
 KV3538                          STATION RECOVERY (2002)
 KV3538
 KV3538'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JK)
 KV3538'RECOVERED IN GOOD CONDITION.
 KV3538
 KV3538                          STATION RECOVERY (2005)
 KV3538
 KV3538'RECOVERY NOTE BY US POWER SQUADRON 2005 (JC)
 KV3538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2293 ***********************************************************************
 JU2293  DESIGNATION -  V 78
 JU2293  PID         -  JU2293
 JU2293  STATE/COUNTY-  NJ/CUMBERLAND
 JU2293  USGS QUAD   -  PORT ELIZABETH (1994)
 JU2293
 JU2293                         *CURRENT SURVEY CONTROL
 JU2293  ___________________________________________________________________
 JU2293* NAD 83(1986)-  39 17 15.     (N)    074 58 42.     (W)     SCALED    
 JU2293* NAVD 88     -         1.050  (meters)       3.44   (feet)  ADJUSTED  
 JU2293  ___________________________________________________________________
 JU2293  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JU2293  DYNAMIC HT  -           1.050 (meters)       3.44  (feet)  COMP
 JU2293  MODELED GRAV-     980,104.3   (mgal)                       NAVD 88
 JU2293
 JU2293  VERT ORDER  -  FIRST     CLASS II
 JU2293
 JU2293.The horizontal coordinates were scaled from a topographic map and have
 JU2293.an estimated accuracy of +/- 6 seconds.
 JU2293
 JU2293.The orthometric height was determined by differential leveling
 JU2293.and adjusted by the National Geodetic Survey in March 2001..
 JU2293
 JU2293.The geoid height was determined by GEOID03.
 JU2293
 JU2293.The dynamic height is computed by dividing the NAVD 88
 JU2293.geopotential number by the normal gravity value computed on the
 JU2293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2293.degrees latitude (g = 980.6199 gals.).
 JU2293
 JU2293.The modeled gravity was interpolated from observed gravity values.
 JU2293
 JU2293;                    North         East    Units  Estimated Accuracy
 JU2293;SPC NJ       -    50,520.      108,740.      MT  (+/- 180 meters Scaled)
 JU2293
 JU2293                          SUPERSEDED SURVEY CONTROL
 JU2293
 JU2293  NAVD 88 (06/15/91)    1.129  (m)            3.70   (f) UNKNOWN     1 2
 JU2293  NGVD 29 (01/10/92)    1.482  (m)            4.86   (f) ADJUSTED    1 2
 JU2293
 JU2293.Superseded values are not recommended for survey control.
 JU2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2293.See file dsdata.txt to determine how the superseded data were derived.
 JU2293
 JU2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ018486(NAD 83)
 JU2293_MARKER: DV = VERTICAL CONTROL DISK
 JU2293_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2293_SP_SET: STAINLESS STEEL ROD
 JU2293_STAMPING: V 78 1979
 JU2293_MARK LOGO: NGS   
 JU2293_PROJECTION: RECESSED 5 CENTIMETERS
 JU2293_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2293+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1998
 JU2293_ROD/PIPE-DEPTH: 10.7 meters
 JU2293
 JU2293  HISTORY     - Date     Condition        Report By
 JU2293  HISTORY     - 1979     MONUMENTED       NGS
 JU2293  HISTORY     - 19980218 GOOD             NJGS
 JU2293
 JU2293                          STATION DESCRIPTION
 JU2293
 JU2293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2293'2.0 MI SOUTH FROM PORT ELIZABETH.
 JU2293'1.45 MILES SOUTHEAST ALONG STATE ROUTE 47 FROM THE VOLUNTEER FIRE
 JU2293'DEPARTMENT IN PORT ELIZABETH, THENCE 0.55 MILE WEST ALONG STATE
 JU2293'ROUTE 548, 0.3 MILE WEST OF THE JUNCTION OF STATE ROUTE 548 AND THE
 JU2293'PENNSYLVANIA READING SEASHORE LINES RAILROAD, 0.5 MILE EAST OF THE
 JU2293'SOUTHEAST END OF THE BRIDGE OVER MAURICE RIVER, AT MILE POST NUMBER
 JU2293'6, 53 FEET SOUTHEAST AND ACROSS HIGHWAY FROM POWER POLE NUMBER 814,
 JU2293'35 FEET WEST OF POWER POLE NUMBER B 6271, 22 FEET SOUTH OF THE CENTER
 JU2293'LINE OF THE HIGHWAY, 2.5 FEET SOUTH OF A METAL GUARD RAIL, AND FOOT
 JU2293'SOUTH OF MILE POST NUMBER 6.
 JU2293'THE MARK IS 1 FT  E FROM A WITNESS POST.
 JU2293'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2293
 JU2293                          STATION RECOVERY (1998)
 JU2293
 JU2293'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (JVS)
 JU2293'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  DELETE THE
 JU2293'REFERENCE TO MILE POST NUMBER 6 AND ADD MILE POST NUMBER 17.  POWER
 JU2293'POLE NUMBER 814 HAS BEEN REMOVED SINCE THE LAST RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2448 ***********************************************************************
 JU2448  DESIGNATION -  V 79
 JU2448  PID         -  JU2448
 JU2448  STATE/COUNTY-  NJ/OCEAN
 JU2448  USGS QUAD   -  TOMS RIVER (1989)
 JU2448
 JU2448                         *CURRENT SURVEY CONTROL
 JU2448  ___________________________________________________________________
 JU2448* NAD 83(1986)-  39 53 59.     (N)    074 09 25.     (W)     SCALED    
 JU2448* NAVD 88     -         5.368  (meters)      17.61   (feet)  ADJUSTED  
 JU2448  ___________________________________________________________________
 JU2448  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU2448  DYNAMIC HT  -           5.366 (meters)      17.61  (feet)  COMP
 JU2448  MODELED GRAV-     980,162.3   (mgal)                       NAVD 88
 JU2448
 JU2448  VERT ORDER  -  FIRST     CLASS II
 JU2448
 JU2448.The horizontal coordinates were scaled from a topographic map and have
 JU2448.an estimated accuracy of +/- 6 seconds.
 JU2448
 JU2448.The orthometric height was determined by differential leveling
 JU2448.and adjusted by the National Geodetic Survey in June 1991..
 JU2448
 JU2448.The geoid height was determined by GEOID03.
 JU2448
 JU2448.The dynamic height is computed by dividing the NAVD 88
 JU2448.geopotential number by the normal gravity value computed on the
 JU2448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2448.degrees latitude (g = 980.6199 gals.).
 JU2448
 JU2448.The modeled gravity was interpolated from observed gravity values.
 JU2448
 JU2448;                    North         East    Units  Estimated Accuracy
 JU2448;SPC NJ       -   118,440.      179,340.      MT  (+/- 180 meters Scaled)
 JU2448
 JU2448                          SUPERSEDED SURVEY CONTROL
 JU2448
 JU2448  NGVD 29 (01/10/92)    5.732  (m)           18.81   (f) ADJUSTED    1 2
 JU2448
 JU2448.Superseded values are not recommended for survey control.
 JU2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2448.See file dsdata.txt to determine how the superseded data were derived.
 JU2448
 JU2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK720169(NAD 83)
 JU2448_MARKER: DB = BENCH MARK DISK
 JU2448_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU2448+WITH SETTING: PAVEMENT
 JU2448_SP_SET: PLATFORM
 JU2448_STAMPING: V 79 1979
 JU2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2448+STABILITY: SURFACE MOTION
 JU2448
 JU2448  HISTORY     - Date     Condition        Report By
 JU2448  HISTORY     - 1979     MONUMENTED       NGS
 JU2448  HISTORY     - 19940712 GOOD             USPSQD
 JU2448  HISTORY     - 19990722 GOOD             USPSQD
 JU2448
 JU2448                          STATION DESCRIPTION
 JU2448
 JU2448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2448'IN BAYVILLE.
 JU2448'IN BAYVILLE, AT THE POST OFFICE, SET AT THE REAR ENTRANCE DOOR IN
 JU2448'THE LOADING PLATFORM, 13.4 FET SOUTHEAST OF THE METAL STOP OF THE
 JU2448'LOADING PLATFORM, 4.6 FEET SOUTHWEST OF THE CENTER OF THE REAR
 JU2448'ENTRANCE DOOR, 0.7 FEET NORTHWEST OF THE NORTHWEST BRICK FACE OF
 JU2448'THE BUILDING.
 JU2448'THE MARK IS 2 FT ABOVE PAVED PARKING LOT..
 JU2448
 JU2448                          STATION RECOVERY (1994)
 JU2448
 JU2448'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU2448'RECOVERED IN GOOD CONDITION.
 JU2448
 JU2448                          STATION RECOVERY (1999)
 JU2448
 JU2448'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU2448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0466 ***********************************************************************
 JU0466  DESIGNATION -  V 8
 JU0466  PID         -  JU0466
 JU0466  STATE/COUNTY-  NJ/CUMBERLAND
 JU0466  USGS QUAD   -  HEISLERVILLE (1977)
 JU0466
 JU0466                         *CURRENT SURVEY CONTROL
 JU0466  ___________________________________________________________________
 JU0466* NAD 83(1986)-  39 13 56.     (N)    074 57 50.     (W)     SCALED    
 JU0466* NAVD 88     -         4.119  (meters)      13.51   (feet)  ADJUSTED  
 JU0466  ___________________________________________________________________
 JU0466  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 JU0466  DYNAMIC HT  -           4.116 (meters)      13.50  (feet)  COMP
 JU0466  MODELED GRAV-     980,093.4   (mgal)                       NAVD 88
 JU0466
 JU0466  VERT ORDER  -  FIRST     CLASS II
 JU0466
 JU0466.The horizontal coordinates were scaled from a topographic map and have
 JU0466.an estimated accuracy of +/- 6 seconds.
 JU0466
 JU0466.The orthometric height was determined by differential leveling
 JU0466.and adjusted by the National Geodetic Survey in June 1991..
 JU0466
 JU0466.The geoid height was determined by GEOID03.
 JU0466
 JU0466.The dynamic height is computed by dividing the NAVD 88
 JU0466.geopotential number by the normal gravity value computed on the
 JU0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0466.degrees latitude (g = 980.6199 gals.).
 JU0466
 JU0466.The modeled gravity was interpolated from observed gravity values.
 JU0466
 JU0466;                    North         East    Units  Estimated Accuracy
 JU0466;SPC NJ       -    44,380.      109,950.      MT  (+/- 180 meters Scaled)
 JU0466
 JU0466                          SUPERSEDED SURVEY CONTROL
 JU0466
 JU0466  NGVD 29 (??/??/??)    4.505  (m)           14.78   (f) ADJUSTED    1 2
 JU0466
 JU0466.Superseded values are not recommended for survey control.
 JU0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0466.See file dsdata.txt to determine how the superseded data were derived.
 JU0466
 JU0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ031425(NAD 83)
 JU0466_MARKER: DB = BENCH MARK DISK
 JU0466_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU0466_SP_SET: CONCRETE FOOTING OF WATER TANK
 JU0466_STAMPING: 14.780 V 8 1930
 JU0466_MARK LOGO: CGS   
 JU0466_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0466+STABILITY: SURFACE MOTION
 JU0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0466+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1990
 JU0466
 JU0466  HISTORY     - Date     Condition        Report By
 JU0466  HISTORY     - 1930     MONUMENTED       CGS
 JU0466  HISTORY     - 1934     GOOD             CGS
 JU0466  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0466  HISTORY     - 19900802 GOOD             NJGS
 JU0466
 JU0466                          STATION DESCRIPTION
 JU0466
 JU0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0466'1.5 MI N FROM DELMONT.
 JU0466'1.5 MILES NORTH ALONG STATE HIGHWAY 47 FROM DELMONT, CUMBERLAND
 JU0466'COUNTY, AT THE NEW JERSEY STATE PRISON FARM, AT THE 150-FOOT WATER
 JU0466'TANK, AND IN THE TOP OF THE SOUTHEAST CONCRETE FOOTING.  A
 JU0466'STANDARD DISK, STAMPED 14.780 V 8 1930.
 JU0466
 JU0466                          STATION RECOVERY (1934)
 JU0466
 JU0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JU0466'RECOVERED IN GOOD CONDITION.
 JU0466
 JU0466                          STATION RECOVERY (1979)
 JU0466
 JU0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0466'FOOTING REWORKED, CONSIDERED DESTROYED.
 JU0466
 JU0466                          STATION RECOVERY (1990)
 JU0466
 JU0466'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0466'THE MARK IS LOCATED IN MAURICE RIVER TOWNSHIP, ON THE GROUNDS OF THE
 JU0466'BAYSIDE STATE PRISON, MINIMUM SECURITY UNIT, FORMERLY THE LEESBURG
 JU0466'STATE PRISON.  THE PRISON IS LOCATED ON STATE ROUTE 47, ABOUT 9.7 KM
 JU0466'(6.0 MI) SOUTH ON ROUTE 47 FROM THE TOWN OF PORT ELIZABETH AND ABOUT
 JU0466'16.4 KM (10.2 MI) WEST NORTHWEST ON ROUTE 47 FROM ITS JUNCTION WITH
 JU0466'STATE ROUTE 83, IN SOUTH DENNIS. TO GAIN ADMITTANCE TO THE MARK, GO
 JU0466'TO THE PRISON ADMINISTRATION BUILDING. THE MARK, A CGS BENCHMARK
 JU0466'DISK, STAMPED V 8 1930 14.780,IS LOCATED IN THE SOUTH SIDE OF THE
 JU0466'CONCRETE FOOTING OF THE SOUTH LEG OF THE WATER TANK, 0.5 M (1.6 FT)
 JU0466'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3513 ***********************************************************************
 KV3513  DESIGNATION -  V 81
 KV3513  PID         -  KV3513
 KV3513  STATE/COUNTY-  NJ/MONMOUTH
 KV3513  USGS QUAD   -  KEYPORT (1977)
 KV3513
 KV3513                         *CURRENT SURVEY CONTROL
 KV3513  ___________________________________________________________________
 KV3513* NAD 83(1986)-  40 25 55.     (N)    074 12 00.     (W)     SCALED    
 KV3513* NAVD 88     -        10.246  (meters)      33.62   (feet)  ADJUSTED  
 KV3513  ___________________________________________________________________
 KV3513  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV3513  DYNAMIC HT  -          10.242 (meters)      33.60  (feet)  COMP
 KV3513  MODELED GRAV-     980,222.7   (mgal)                       NAVD 88
 KV3513
 KV3513  VERT ORDER  -  FIRST     CLASS II
 KV3513
 KV3513.The horizontal coordinates were scaled from a topographic map and have
 KV3513.an estimated accuracy of +/- 6 seconds.
 KV3513
 KV3513.The orthometric height was determined by differential leveling
 KV3513.and adjusted by the National Geodetic Survey in June 1991..
 KV3513
 KV3513.The geoid height was determined by GEOID03.
 KV3513
 KV3513.The dynamic height is computed by dividing the NAVD 88
 KV3513.geopotential number by the normal gravity value computed on the
 KV3513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3513.degrees latitude (g = 980.6199 gals.).
 KV3513
 KV3513.The modeled gravity was interpolated from observed gravity values.
 KV3513
 KV3513;                    North         East    Units  Estimated Accuracy
 KV3513;SPC NJ       -   177,520.      175,450.      MT  (+/- 180 meters Scaled)
 KV3513
 KV3513                          SUPERSEDED SURVEY CONTROL
 KV3513
 KV3513  NGVD 29 (01/10/92)   10.547  (m)           34.60   (f) ADJUSTED    1 2
 KV3513
 KV3513.Superseded values are not recommended for survey control.
 KV3513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3513.See file dsdata.txt to determine how the superseded data were derived.
 KV3513
 KV3513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK678760(NAD 83)
 KV3513_MARKER: DB = BENCH MARK DISK
 KV3513_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3513_SP_SET: STAINLESS STEEL ROD
 KV3513_STAMPING: V 81 1979
 KV3513_MARK LOGO: NGS   
 KV3513_PROJECTION: RECESSED 5 CENTIMETERS
 KV3513_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3513_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3513+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2006
 KV3513_ROD/PIPE-DEPTH: 7.62 meters
 KV3513
 KV3513  HISTORY     - Date     Condition        Report By
 KV3513  HISTORY     - 1979     MONUMENTED       NGS
 KV3513  HISTORY     - 19980630 GOOD             NJGS
 KV3513  HISTORY     - 20060901 GOOD             INDIV
 KV3513
 KV3513                          STATION DESCRIPTION
 KV3513
 KV3513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3513'IN KEYPORT.
 KV3513'IN KEYPORT, SET AT THE JUNCTION OF BROAD STREET AND BUTTLER STREET
 KV3513'ON THE NORTHEAST SIDE OF MAJOR POWER POLE JC 220 KP, 119 FEET
 KV3513'SOUTHWEST OF THE CENTERLINE OF BROAD STREET, 71 FEET SOUTHEAST OF
 KV3513'THE CENTER OF BUTTLER SSREET, 15 FEET NORTHWEST OF THE NORTHWEST
 KV3513'RAIL OF THE CENTRAL NEW JERSEY RAILROAD, 3.5 FEET NORTHEAST OF
 KV3513'POWER POLE JC 220 KP.
 KV3513'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 KV3513'THE MARK IS ABOVE LEVEL WITH STREETS.
 KV3513
 KV3513                          STATION RECOVERY (1998)
 KV3513
 KV3513'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (RJK)
 KV3513'RECOVERED AS DESCRIBED.
 KV3513
 KV3513                          STATION RECOVERY (2006)
 KV3513
 KV3513'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JRT)
 KV3513'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2270 ***********************************************************************
 JU2270  DESIGNATION -  V 82
 JU2270  PID         -  JU2270
 JU2270  STATE/COUNTY-  NJ/CUMBERLAND
 JU2270  USGS QUAD   -  BRIDGETON (1977)
 JU2270
 JU2270                         *CURRENT SURVEY CONTROL
 JU2270  ___________________________________________________________________
 JU2270* NAD 83(1986)-  39 25 13.     (N)    075 11 06.     (W)     SCALED    
 JU2270* NAVD 88     -        24.959  (meters)      81.89   (feet)  ADJUSTED  
 JU2270  ___________________________________________________________________
 JU2270  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JU2270  DYNAMIC HT  -          24.947 (meters)      81.85  (feet)  COMP
 JU2270  MODELED GRAV-     980,119.6   (mgal)                       NAVD 88
 JU2270  OBS GRAVITY -     980,118.6   (mgal)                       GRAV_OBS
 JU2270
 JU2270  VERT ORDER  -  FIRST     CLASS II
 JU2270
 JU2270.The horizontal coordinates were scaled from a topographic map and have
 JU2270.an estimated accuracy of +/- 6 seconds.
 JU2270
 JU2270.The orthometric height was determined by differential leveling
 JU2270.and adjusted by the National Geodetic Survey in June 1991..
 JU2270
 JU2270.The geoid height was determined by GEOID03.
 JU2270
 JU2270.The dynamic height is computed by dividing the NAVD 88
 JU2270.geopotential number by the normal gravity value computed on the
 JU2270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2270.degrees latitude (g = 980.6199 gals.).
 JU2270
 JU2270.The modeled gravity was interpolated from observed gravity values.
 JU2270.The observed gravity was obtained from relative gravimeter ties
 JU2270.to the IGSN71 gravity network.
 JU2270
 JU2270;                    North         East    Units  Estimated Accuracy
 JU2270;SPC NJ       -    65,380.       91,020.      MT  (+/- 180 meters Scaled)
 JU2270
 JU2270                          SUPERSEDED SURVEY CONTROL
 JU2270
 JU2270  NGVD 29 (01/10/92)   25.274  (m)           82.92   (f) ADJUSTED    1 2
 JU2270
 JU2270.Superseded values are not recommended for survey control.
 JU2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2270.See file dsdata.txt to determine how the superseded data were derived.
 JU2270
 JU2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ840634(NAD 83)
 JU2270_MARKER: DB = BENCH MARK DISK
 JU2270_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2270_SP_SET: STAINLESS STEEL ROD
 JU2270_STAMPING: V 82 1979
 JU2270_PROJECTION: FLUSH
 JU2270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2270_ROD/PIPE-DEPTH: 7.62 meters
 JU2270
 JU2270  HISTORY     - Date     Condition        Report By
 JU2270  HISTORY     - 1979     MONUMENTED       NGS
 JU2270  HISTORY     - 19950129 GOOD             USPSQD
 JU2270
 JU2270                          STATION DESCRIPTION
 JU2270
 JU2270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2270'3.0 MI EAST FROM BRIDGETON.
 JU2270'3.0 MILES EAST ALONG STATE ROUTE 49 FROM THE POST OFFICE IN
 JU2270'BRIDGETON, AT THE JUNCTION OF COUNTY ROAD 553, SET INSIDE THE
 JU2270'NORTHEAST CORNER OF A 1 FOOT HIGH BRICK FENCE AROUND THE GOULDTOWN
 JU2270'MEMORIAL PARK (CEMETARY), 40.3 FEET SOUTH OF THE CENTER LINE OF THE
 JU2270'HIGHWAY, 28.5 FEET WEST OF THE CENTER LINE OF THE COUNTY ROAD, 9.2
 JU2270'FEET SOUTH-SOUTHEAST OF POWER POLE NUMBER 1969, 1.0 FEET SOUTHWEST
 JU2270'OF THE CURVED BRICK WALL.
 JU2270'THE MARK IS 2.0 FT  SW FROM A WITNESS POST.
 JU2270'THE MARK IS 0.5 FT BELOW HIGHWAY.
 JU2270
 JU2270                          STATION RECOVERY (1995)
 JU2270
 JU2270'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU1937 ***********************************************************************
 JU1937  DESIGNATION -  V 9
 JU1937  PID         -  JU1937
 JU1937  STATE/COUNTY-  NJ/SALEM
 JU1937  USGS QUAD   -  DELAWARE CITY (1993)
 JU1937
 JU1937                         *CURRENT SURVEY CONTROL
 JU1937  ___________________________________________________________________
 JU1937* NAD 83(1996)-  39 37 12.76024(N)    075 30 19.80091(W)     ADJUSTED  
 JU1937* NAVD 88     -         4.303  (meters)      14.12   (feet)  ADJUSTED  
 JU1937  ___________________________________________________________________
 JU1937  X           -   1,231,333.078 (meters)                     COMP
 JU1937  Y           -  -4,763,097.981 (meters)                     COMP
 JU1937  Z           -   4,045,574.663 (meters)                     COMP
 JU1937  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 JU1937  ELLIP HEIGHT-         -29.01  (meters)          (09/25/02) GPS OBS
 JU1937  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JU1937  DYNAMIC HT  -           4.300 (meters)      14.11  (feet)  COMP
 JU1937  MODELED GRAV-     980,137.4   (mgal)                       NAVD 88
 JU1937
 JU1937  HORZ ORDER  -  FIRST
 JU1937  VERT ORDER  -  FIRST     CLASS II
 JU1937  ELLP ORDER  -  FOURTH    CLASS I
 JU1937
 JU1937.The horizontal coordinates were established by GPS observations
 JU1937.and adjusted by the National Geodetic Survey in March 2000..
 JU1937
 JU1937.The orthometric height was determined by differential leveling
 JU1937.and adjusted by the National Geodetic Survey in June 1991..
 JU1937.WARNING-Repeat measurements at this control monument indicate possible
 JU1937.vertical movement.
 JU1937
 JU1937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1937
 JU1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1937
 JU1937.The ellipsoidal height was determined by GPS observations
 JU1937.and is referenced to NAD 83.
 JU1937
 JU1937.The geoid height was determined by GEOID03.
 JU1937
 JU1937.The dynamic height is computed by dividing the NAVD 88
 JU1937.geopotential number by the normal gravity value computed on the
 JU1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1937.degrees latitude (g = 980.6199 gals.).
 JU1937
 JU1937.The modeled gravity was interpolated from observed gravity values.
 JU1937
 JU1937;                    North         East     Units Scale Factor Converg.
 JU1937;SPC NJ       -    87,833.386    63,670.455   MT  0.99999173   -0 38 28.5
 JU1937;SPC NJ       -   288,166.70    208,892.15   sFT  0.99999173   -0 38 28.5
 JU1937;UTM  18      - 4,385,727.813   456,612.445   MT  0.99962318   -0 19 20.5
 JU1937
 JU1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1937!SPC NJ       -   1.00000455  x   0.99999173  =   0.99999628
 JU1937!UTM  18      -   1.00000455  x   0.99962318  =   0.99962773
 JU1937
 JU1937                          SUPERSEDED SURVEY CONTROL
 JU1937
 JU1937  ELLIP H (03/31/00)  -29.00   (m)                       GP(       ) 3 1
 JU1937  NAVD 88 (03/31/00)    4.30   (m)           14.1    (f) LEVELING    3  
 JU1937  NGVD 29 (01/10/92)    4.569  (m)           14.99   (f) ADJUSTED    1 2
 JU1937
 JU1937.Superseded values are not recommended for survey control.
 JU1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1937.See file dsdata.txt to determine how the superseded data were derived.
 JU1937
 JU1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5661285728(NAD 83)
 JU1937_MARKER: DB = BENCH MARK DISK
 JU1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1937_STAMPING: 15.157 V 9 1930
 JU1937_MARK LOGO: CGS   
 JU1937_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1937+STABILITY: SURFACE MOTION
 JU1937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1937+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1999
 JU1937
 JU1937  HISTORY     - Date     Condition        Report By
 JU1937  HISTORY     - 1930     MONUMENTED       CGS
 JU1937  HISTORY     - 19940829 GOOD             NJGS
 JU1937  HISTORY     - 19990621 GOOD             NJGS
 JU1937
 JU1937                          STATION DESCRIPTION
 JU1937
 JU1937'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU1937'2.5 MI SE FROM PENNSVILLE.
 JU1937'2.5 MI SE ALONG ST HWY 49 FROM PENNSVILLE, SALEM COUNTY, 100 YDS
 JU1937'N OF THE FARM HOUSE, 108 FT W OF THE NW CORNER OF A BARN,
 JU1937'IN A PASTURE OWNED IN 1934 BY JUDGE J. F. SINNICKSON, 36.8 FT E
 JU1937'OF THE CENTERLINE OF THE HWY, AND 16 FEET SE OF POLE DS 537. A
 JU1937'STANDARD DISK, STAMPED 15.157 V 9 1930 AND SET IN THE TOP OF A
 JU1937'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 JU1937
 JU1937                          STATION RECOVERY (1994)
 JU1937
 JU1937'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU1937'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  TO REACH THE
 JU1937'STATION FROM THE WYE JUNCTION OF STATION ROUTE 49 AND COUNTY ROAD 551,
 JU1937'HOOK ROAD, GO NORTHWEST ON STATE ROUTE 49 FOR ABOUT 0.5 MI (0.8 KM) TO
 JU1937'THE STATION ON THE RIGHT.
 JU1937
 JU1937                          STATION RECOVERY (1999)
 JU1937
 JU1937'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (JVS)
 JU1937'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6446 ***********************************************************************
 KV6446  DESIGNATION -  VALVE
 KV6446  PID         -  KV6446
 KV6446  STATE/COUNTY-  NJ/BURLINGTON
 KV6446  USGS QUAD   -  BRISTOL (1981)
 KV6446
 KV6446                         *CURRENT SURVEY CONTROL
 KV6446  ___________________________________________________________________
 KV6446* NAD 83(1996)-  40 07 19.75946(N)    074 46 40.31104(W)     ADJUSTED  
 KV6446* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6446  ___________________________________________________________________
 KV6446  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 KV6446  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV6446
 KV6446  HORZ ORDER  -  THIRD
 KV6446
 KV6446.The horizontal coordinates were established by classical geodetic methods
 KV6446.and adjusted by the National Geodetic Survey in September 1999..
 KV6446
 KV6446.The orthometric height was scaled from a topographic map.
 KV6446
 KV6446.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6446
 KV6446.The geoid height was determined by GEOID03.
 KV6446
 KV6446;                    North         East     Units Scale Factor Converg.
 KV6446;SPC NJ       -   143,113.683   126,316.794   MT  0.99990690   -0 10 44.6
 KV6446;SPC NJ       -   469,532.14    414,424.35   sFT  0.99990690   -0 10 44.6
 KV6446;SPC PA S     -    91,849.259   853,295.364   MT  0.99997585   +1 55 41.9
 KV6446;SPC PA S     -   301,342.11  2,799,519.87   sFT  0.99997585   +1 55 41.9
 KV6446;UTM  18      - 4,441,339.062   518,927.624   MT  0.99960441   +0 08 35.3
 KV6446
 KV6446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6446!SPC NJ       -   1.00000504  x   0.99990690  =   0.99991194
 KV6446!SPC PA S     -   1.00000504  x   0.99997585  =   0.99998089
 KV6446!UTM  18      -   1.00000504  x   0.99960441  =   0.99960945
 KV6446
 KV6446                          SUPERSEDED SURVEY CONTROL
 KV6446
 KV6446  NAD 83(1986)-  40 07 19.75768(N)    074 46 40.31104(W) AD(       ) 3
 KV6446
 KV6446.Superseded values are not recommended for survey control.
 KV6446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6446.See file dsdata.txt to determine how the superseded data were derived.
 KV6446
 KV6446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1892841339(NAD 83)
 KV6446_MARKER: DD = SURVEY DISK
 KV6446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6446_SP_SET: SQUARE CONCRETE MONUMENT
 KV6446_STAMPING: VALVE 1959
 KV6446_MARK LOGO: USE   
 KV6446_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6446+STABILITY: SURFACE MOTION
 KV6446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6446+SATELLITE: SATELLITE OBSERVATIONS - 1959
 KV6446
 KV6446  HISTORY     - Date     Condition        Report By
 KV6446  HISTORY     - 1959     MONUMENTED       USE
 KV6446
 KV6446                          STATION DESCRIPTION
 KV6446
 KV6446'DESCRIBED BY US ENGINEERS 1959
 KV6446'THE STATION IS LOCATED ON THE  S SHORE OF THE DELAWARE RIVER IN
 KV6446'ROEBLING AND IS IN THE PROPERTY OF THE C.F.I. CORPORATION IN ROEBLING.
 KV6446'TO REACH STATION PROCEED TO THE AREA OF THE C.F.I. CORPORATION AND
 KV6446'NEAR THE AREA OF THE ROEBLING RANGE LIGHTS.
 KV6446'STATION MARK IS A CE BRONZE DISK SET FLUSH IN THE TOP OF A LARGE
 KV6446'CONCRETE BLOCK 3 FT ABOVE THE GROUND.  IT IS LOCATED OVER AN INTAKE
 KV6446'THAT IS OUTSHORE OF A PUMPHOUSE ON C.F.I. CORP. PROPERTY.  IT IS
 KV6446'APPROXIMATELY 800 FT DOWNSTREAM FROM THE WHARF ON THE PROPERTY AND
 KV6446'JUST UPSTREAM OF THE ROEBLING RANGE LIGHTS.  IT IS LOCATED 43.27 M
 KV6446'(142.0 FT) NE FROM THE NW CORNER OF THE PUMPHOUSE AND 42.25 M
 KV6446'(138.6 FT) NW OF THE NE CORNER OF THE PUMPHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4684 ***********************************************************************
 KV4684  DESIGNATION -  VAN
 KV4684  PID         -  KV4684
 KV4684  STATE/COUNTY-  NJ/ESSEX
 KV4684  USGS QUAD   -  ELIZABETH (1995)
 KV4684
 KV4684                         *CURRENT SURVEY CONTROL
 KV4684  ___________________________________________________________________
 KV4684* NAD 83(1996)-  40 44 05.49787(N)    074 09 41.22961(W)     ADJUSTED  
 KV4684* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV4684  ___________________________________________________________________
 KV4684  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 KV4684  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KV4684
 KV4684  HORZ ORDER  -  THIRD
 KV4684
 KV4684.The horizontal coordinates were established by classical geodetic methods
 KV4684.and adjusted by the National Geodetic Survey in September 1999..
 KV4684
 KV4684.The orthometric height was scaled from a topographic map.
 KV4684
 KV4684.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4684
 KV4684.The geoid height was determined by GEOID03.
 KV4684
 KV4684;                    North         East     Units Scale Factor Converg.
 KV4684;SPC NJ       -   211,161.541   178,594.743   MT  0.99991006   +0 13 15.3
 KV4684;SPC NJ       -   692,785.82    585,939.59   sFT  0.99991006   +0 13 15.3
 KV4684;SPC NY L     -    63,108.151   286,361.911   MT  0.99999691   -0 06 20.2
 KV4684;SPC NY L     -   207,047.33    939,505.70   sFT  0.99999691   -0 06 20.2
 KV4684;UTM  18      - 4,509,662.869   570,805.342   MT  0.99966171   +0 32 50.0
 KV4684
 KV4684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4684!SPC NJ       -   1.00000464  x   0.99991006  =   0.99991470
 KV4684!SPC NY L     -   1.00000464  x   0.99999691  =   1.00000155
 KV4684!UTM  18      -   1.00000464  x   0.99966171  =   0.99966635
 KV4684
 KV4684:                Primary Azimuth Mark                     Grid Az
 KV4684:SPC NJ       -  HARRISON CHURCH SPIRE                    019 33 32.8
 KV4684:SPC NY L     -  HARRISON CHURCH SPIRE                    019 53 08.3
 KV4684:UTM  18      -  HARRISON CHURCH SPIRE                    019 13 58.1
 KV4684
 KV4684|---------------------------------------------------------------------|
 KV4684| PID    Reference Object                     Distance      Geod. Az  |
 KV4684|                                                           dddmmss.s |
 KV4684| KV4707 HARRISON CHURCH SPIRE               APPROX. 1.4 KM 0194648.1 |
 KV4684| KV4148 LONE CHIMNEY                        APPROX. 4.3 KM 0263115.5 |
 KV4684| KV4137 ARLINGTON COMPANY CHIMNEY           APPROX. 4.2 KM 0302138.3 |
 KV4684| KV4201 N ARLINGTON SEABOARD MET CHIM       APPROX. 5.6 KM 0305732.4 |
 KV4684| CB6503 VAN RM 1                             10.729 METERS 03419     |
 KV4684| KV4675 PENN                                284.547 METERS 03532     |
 KV4684| CB6504 VAN RM 2                             12.741 METERS 16625     |
 KV4684| CB6415 ST PETERS CHURCH                                   1925807.7 |
 KV4684| KV4689 BREWERY 1913                        APPROX. 0.9 KM 3350246.7 |
 KV4684|---------------------------------------------------------------------|
 KV4684
 KV4684                          SUPERSEDED SURVEY CONTROL
 KV4684
 KV4684  NAD 83(1996)-  40 44 05.49775(N)    074 09 41.22983(W) AD(       ) 3
 KV4684  NAD 83(1986)-  40 44 05.49594(N)    074 09 41.23275(W) AD(       ) 3
 KV4684  NAD 27      -  40 44 05.12900(N)    074 09 42.70900(W) AD(       ) 3
 KV4684
 KV4684.Superseded values are not recommended for survey control.
 KV4684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4684.See file dsdata.txt to determine how the superseded data were derived.
 KV4684
 KV4684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7080509663(NAD 83)
 KV4684_MARKER: DS = TRIANGULATION STATION DISK
 KV4684_SETTING: 0 = UNSPECIFIED SETTING
 KV4684
 KV4684  HISTORY     - Date     Condition        Report By
 KV4684  HISTORY     - 1913     MONUMENTED       CGS
 KV4684  HISTORY     - 1932     GOOD             CGS
 KV4684  HISTORY     - 1934     GOOD             CGS
 KV4684
 KV4684                          STATION DESCRIPTION
 KV4684
 KV4684'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4684'STATION IS ON THE W SIDE OF PASSAIC RIVER ON THE ROOF OF VAN
 KV4684'VLIET MALTING COMPANYS BUILDING, NEWARK.  THE STATION IS 6.1 FEET
 KV4684'FROM THE NW SIDE OF THE ROOF AND ABOUT 35 FEET FROM THE NE
 KV4684'CORNER.  THE BUILDING IS ABOUT 100 METERS BELOW A BRIDGE OF THE
 KV4684'PENNSYLVANIA RAILROAD.  THE STATION IS MARKED BY A C. AND
 KV4684'G.S. STANDARD BRASS DISK CEMENTED TO THE ROOF.  THE NE CORNER OF
 KV4684'THE MIDDLE ONE OF THREE CUPOLAS IS 41.8 FEET S OF THE STATION.
 KV4684
 KV4684                          STATION RECOVERY (1932)
 KV4684
 KV4684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4684'STATION RECOVERED IN GOOD CONDITION FROM THE ORIGINAL DESCRIPTION.
 KV4684'
 KV4684'A COMPLETE DESCRIPTION FOLLOWS--
 KV4684'
 KV4684'THIS STATION IS ON THE W SIDE OF THE PASSAIC RIVER IN NEWARK,
 KV4684'JUST S OF THE PENNSYLVANIA RAILROAD (MAIN LINE) AND E OF RAYMOND
 KV4684'BOULEVARD ATOP A 9-STORY, RED BRICK BUILDING, FORMERLY THE
 KV4684'PLANT OF VAN VLIET MALTING COMPANY, BUT NOW UNOCCUPIED.  IT IS
 KV4684'NEAR THE N SIDE OF THE ROOF, APPROXIMATELY 10 METERS W OF THE
 KV4684'E SIDE.
 KV4684'
 KV4684'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK.
 KV4684'
 KV4684'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4684'
 KV4684'TO NE CORNER OF BUILDING 10.72 METERS
 KV4684'
 KV4684'NORMAL TO N SIDE OF BUILDING 1.88 METERS
 KV4684'
 KV4684'NORMAL TO E SIDE OF BUILDING 10.54 METERS
 KV4684'
 KV4684'THERE IS AMPLE ROOM AND FAIR FOOTING FOR CENTRAL TRIPOD SETUPS.
 KV4684
 KV4684                          STATION RECOVERY (1934)
 KV4684
 KV4684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4684'BUILDING BEING TORN DOWN OCTOBER 1934, THEREFORE STATION WILL
 KV4684'BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4871 ***********************************************************************
 KV4871  DESIGNATION -  VASELINE
 KV4871  PID         -  KV4871
 KV4871  STATE/COUNTY-  NJ/MIDDLESEX
 KV4871  USGS QUAD   -  PERTH AMBOY (1981)
 KV4871
 KV4871                         *CURRENT SURVEY CONTROL
 KV4871  ___________________________________________________________________
 KV4871* NAD 83(1996)-  40 30 15.99626(N)    074 16 44.14130(W)     ADJUSTED  
 KV4871* NAVD 88     -                                                        
 KV4871  ___________________________________________________________________
 KV4871  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 KV4871  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV4871
 KV4871  HORZ ORDER  -  THIRD
 KV4871
 KV4871.The horizontal coordinates were established by classical geodetic methods
 KV4871.and adjusted by the National Geodetic Survey in September 1999..
 KV4871
 KV4871
 KV4871.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4871
 KV4871.The geoid height was determined by GEOID03.
 KV4871
 KV4871;                    North         East     Units Scale Factor Converg.
 KV4871;SPC NJ       -   185,545.420   168,736.664   MT  0.99990432   +0 08 36.9
 KV4871;SPC NJ       -   608,743.60    553,596.87   sFT  0.99990432   +0 08 36.9
 KV4871;SPC NY L     -    37,546.104   276,357.178   MT  1.00001299   -0 10 56.8
 KV4871;SPC NY L     -   123,182.51    906,681.84   sFT  1.00001299   -0 10 56.8
 KV4871;UTM  18      - 4,483,997.656   561,095.424   MT  0.99964594   +0 28 06.1
 KV4871
 KV4871                          SUPERSEDED SURVEY CONTROL
 KV4871
 KV4871  NAD 83(1996)-  40 30 15.99579(N)    074 16 44.14142(W) AD(       ) 4
 KV4871  NAD 83(1986)-  40 30 15.99651(N)    074 16 44.13755(W) AD(       ) 4
 KV4871  NAD 27      -  40 30 15.61200(N)    074 16 45.61300(W) AD(       ) 3
 KV4871
 KV4871.Superseded values are not recommended for survey control.
 KV4871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4871.See file dsdata.txt to determine how the superseded data were derived.
 KV4871
 KV4871_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6109583998(NAD 83)
 KV4871
 KV4871  HISTORY     - Date     Condition        Report By
 KV4871  HISTORY     - UNK      MONUMENTED
 KV4871  HISTORY     - 1930     GOOD             CGS
 KV4871
 KV4871                          STATION DESCRIPTION
 KV4871
 KV4871'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV4871'STATION RECOVERED IN GOOD CONDITION.  NO DESCRIPTION AVAILABLE.
 KV4871'
 KV4871'THE TALLEST AND LARGEST-DIAMETERED BLACK, IRON STACK IN A GROUP
 KV4871'OF MANY SIMILAR BUT LESS PROMINENT, IRON STACKS.  IT IS AT THE
 KV4871'RARITAN COPPER WORKS NEAR THE S END OF ELM STREET, AN ORDINARY
 KV4871'ROUND-TYPE STACK.
 KV4871'
 KV4871'THE STATION IS THE STACK TOP, APPROXIMATELY 175 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2775 ***********************************************************************
 JU2775  DESIGNATION -  VENTNOR
 JU2775  PID         -  JU2775
 JU2775  STATE/COUNTY-  NJ/ATLANTIC
 JU2775  USGS QUAD   -  ATLANTIC CITY (1994)
 JU2775
 JU2775                         *CURRENT SURVEY CONTROL
 JU2775  ___________________________________________________________________
 JU2775* NAD 83(1996)-  39 20 15.47883(N)    074 28 56.04464(W)     ADJUSTED  
 JU2775* NAVD 88     -        18.0    (meters)      59.     (feet)  VERTCON   
 JU2775  ___________________________________________________________________
 JU2775  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 JU2775  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 JU2775
 JU2775  HORZ ORDER  -  SECOND
 JU2775
 JU2775.The horizontal coordinates were established by classical geodetic methods
 JU2775.and adjusted by the National Geodetic Survey in September 1999..
 JU2775
 JU2775.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2775
 JU2775.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2775
 JU2775.The geoid height was determined by GEOID03.
 JU2775
 JU2775;                    North         East     Units Scale Factor Converg.
 JU2775;SPC NJ       -    55,980.447   151,531.457   MT  0.99990003   +0 00 40.5
 JU2775;SPC NJ       -   183,662.52    497,149.46   sFT  0.99990003   +0 00 40.5
 JU2775;UTM  18      - 4,354,372.970   544,620.475   MT  0.99962451   +0 19 41.6
 JU2775
 JU2775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2775!SPC NJ       -   1.00000258  x   0.99990003  =   0.99990261
 JU2775!UTM  18      -   1.00000258  x   0.99962451  =   0.99962709
 JU2775
 JU2775|---------------------------------------------------------------------|
 JU2775| PID    Reference Object                     Distance      Geod. Az  |
 JU2775|                                                           dddmmss.s |
 JU2775| CB3161 VENTNOR RM 2                         21.540 METERS 05346     |
 JU2775| JU2778 RITZ                                APPROX. 3.7 KM 0630312.7 |
 JU2775| CB3162 VENTNOR RM 3                         12.985 METERS 14234     |
 JU2775| JU2842 LONGPORT STANDPIPE                  APPROX. 4.2 KM 2355438.3 |
 JU2775| JU2861 MARGATE CITY STANDPIPE              APPROX. 3.1 KM 2424620.1 |
 JU2775| JU2862 MARGATE CITY WATER TANK             APPROX. 1.8 KM 2581420.1 |
 JU2775| AJ8720 VENTNOR RM 4                                       33922     |
 JU2775| CB3160 VENTNOR RM 1 AZIMUTH                               34949     |
 JU2775|---------------------------------------------------------------------|
 JU2775
 JU2775                          SUPERSEDED SURVEY CONTROL
 JU2775
 JU2775  NAD 83(1986)-  39 20 15.46665(N)    074 28 56.03683(W) AD(       ) 2
 JU2775  NAD 27      -  39 20 15.04590(N)    074 28 57.49300(W) AD(       ) 2
 JU2775  NGVD 29 (07/19/86)   18.4    (m)           60.     (f) VERT ANG       
 JU2775
 JU2775.Superseded values are not recommended for survey control.
 JU2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2775.See file dsdata.txt to determine how the superseded data were derived.
 JU2775
 JU2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ4462054373(NAD 83)
 JU2775_MARKER: DS = TRIANGULATION STATION DISK
 JU2775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2775_SP_SET: CONCRETE POST
 JU2775_STAMPING: VENTNOR 1932
 JU2775_MARK LOGO: CGS   
 JU2775_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2775+STABILITY: SURFACE MOTION
 JU2775
 JU2775  HISTORY     - Date     Condition        Report By
 JU2775  HISTORY     - 1932     MONUMENTED       CGS
 JU2775  HISTORY     - 1932     GOOD             CGS
 JU2775  HISTORY     - 1936     GOOD             NJGS
 JU2775  HISTORY     - 1962     GOOD             CGS
 JU2775  HISTORY     - 1974     MARK NOT FOUND   NGS
 JU2775  HISTORY     - 1980     GOOD             LOCSUR
 JU2775  HISTORY     - 19900810 SEE DESCRIPTION  NJGS
 JU2775
 JU2775                          STATION DESCRIPTION
 JU2775
 JU2775'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU2775'STATION MARK IS SET IN SMALL BLOCK OF CONCRETE IN THE SW CORNER
 JU2775'OF ROOF OF THE BELL TELEPHONE COMPANY BUILDING ON PORTLAND
 JU2775'STREET BETWEEN VENTNOR AND ATLANTIC AVENUES IN VENTNOR.
 JU2775'
 JU2775'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2775'CONCRETE AS DESCRIBED IN NOTES 1A AND 11C.
 JU2775'
 JU2775'REFERENCE MARK NO.1 IS SET IN CENTER OF FIRST BLOCK OF CEMENT IN
 JU2775'THE N SIDEWALK OF PRINCETON AT THE INTERSECTION OF PRINCETON
 JU2775'AND WESTMINSTER AVENUES.
 JU2775'
 JU2775'REFERENCE MARK NO. 2 IS 70.67 FEET FROM THE STATION IN THE TOP
 JU2775'OF NW CORNER OF PARAPET OF THE TELEPHONE BUILDING.  IT IS 0.85
 JU2775'FOOT NW OF THE INSIDE CORNER.
 JU2775'
 JU2775'REFERENCE MARK NO. 3 IS SET IN TOP OF E PARAPET OF THE TELEPHONE
 JU2775'BUILDING.  IT IS 9.19 FEET N OF S CORNER AND IS 42.62 FEET FROM
 JU2775'THE STATION.
 JU2775'
 JU2775'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 JU2775
 JU2775                          STATION RECOVERY (1932)
 JU2775
 JU2775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 JU2775'RECOVERED IN GOOD CONDITION.
 JU2775
 JU2775                          STATION RECOVERY (1936)
 JU2775
 JU2775'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 JU2775'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE
 JU2775'MARK NO.1 IS ON WINCHESTER AVENUE - NOT WESTMINSTER
 JU2775'AVENUE.  REFERENCE MARK NO. 3 IS 9.19 FEET N OF SE CORNER - NOT
 JU2775'S CORNER.
 JU2775
 JU2775                          STATION RECOVERY (1962)
 JU2775
 JU2775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2775'THE STATION AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
 JU2775'CONDITION.  REFERENCE MARK 1 COULD NOT BE FOUND AND SHOULD BE
 JU2775'CONSIDERED AS LOST.  REFERENCE MARK 4 WAS ESTABLISHED AT THIS
 JU2775'TIME.  THE DIRECTION TO REFERENCE MARK 2 WAS FOUND TO BE 1 MINUTE
 JU2775'AND 32 SECONDS LARGER.  THE DIRECTION TO REFERENCE MARK 3 WAS
 JU2775'FOUND TO BE 18 MINUTES AND 28 SECONDS LARGER.
 JU2775'
 JU2775'REFERENCE MARK 4 IS LOCATED 0.1 MILE NORTHWEST OF THE
 JU2775'INTERSECTION OF PORTLAND STREET AND VENTNOR AVENUE AND ON PORTLAND
 JU2775'STREET.
 JU2775'
 JU2775'REFERENCE MARK 4 IS SET FLUSH IN A DRILL HOLE IN A CONCRETE
 JU2775'SIDEWALK, 18 FEET NORTHWEST OF A DRIVEWAY, 1.7 FEET NORTHEAST OF
 JU2775'THE NORTHEAST CURB OF PORTLAND STREET AND 0.5 FOOT SOUTHEAST OF
 JU2775'A POWER POLE.  THE DISK IS STAMPED VENTNOR NO 4 1932.
 JU2775'
 JU2775'THE PREVIOUS DESCRIPTION IS ADEQUATE.
 JU2775'
 JU2775'HEIGHT OF LIGHT ABOVE STATION MARK 1.33 METERS.
 JU2775
 JU2775                          STATION RECOVERY (1974)
 JU2775
 JU2775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU2775'ACCESS TO THE ROOF OF THE BELL TELEPHONE COMPANY BUILDING COULD
 JU2775'NOT BE OBTAINED AT THIS DATE, THEREFORE NO MARKS WERE FOUND.
 JU2775
 JU2775                          STATION RECOVERY (1980)
 JU2775
 JU2775'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 JU2775'RECOVERED BY NDS INC AND FOUND TO BE IN GOOD CONDITION UNDER
 JU2775'A COPPER SHEETMETAL COVER.  RM 2 AND RM 4 FOUND IN GOOD CONDITION RM 3
 JU2775'WAS NOT RECOVERED BUT IS THOUGHT TO BE COVERED BY A SHEETMETAL COVER.
 JU2775
 JU2775                          STATION RECOVERY (1990)
 JU2775
 JU2775'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2775'THE STATION WAS SEARCHED FOR AND NOT FOUND. HOWEVER, REFERENCE MARK
 JU2775'NO. 2 WAS RECOVERED AT THIS TIME.IT IS NOTED THAT RM2 HAS BEEN
 JU2775'STAMPED VENTNOR NO.2 1932 1989. MR. BILL ALBRIGHT, BUILDING ENGINEER
 JU2775'609 235 9989 STATED THAT THE ONLY WORK DONE THAT REQUIRED PERMISSION
 JU2775'FOR ACCESS TO THE ROOF WAS ON THE AIR CONDITIONING SYSTEM.  HE HAS NO
 JU2775'KNOWLEDGE OF ANY OTHER ENTRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ8720 ***********************************************************************
 AJ8720  DESIGNATION -  VENTNOR RM 4
 AJ8720  PID         -  AJ8720
 AJ8720  STATE/COUNTY-  NJ/ATLANTIC
 AJ8720  USGS QUAD   -  ATLANTIC CITY (1994)
 AJ8720
 AJ8720                         *CURRENT SURVEY CONTROL
 AJ8720  ___________________________________________________________________
 AJ8720* NAD 83(1986)-  39 20 20.     (N)    074 29 00.     (W)     SCALED    
 AJ8720* NAVD 88     -         1.930  (meters)       6.33   (feet)  ADJUSTED  
 AJ8720  ___________________________________________________________________
 AJ8720  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 AJ8720  DYNAMIC HT  -           1.929 (meters)       6.33  (feet)  COMP
 AJ8720  MODELED GRAV-     980,104.8   (mgal)                       NAVD 88
 AJ8720
 AJ8720  VERT ORDER  -  FIRST     CLASS II
 AJ8720
 AJ8720.The horizontal coordinates were scaled from a topographic map and have
 AJ8720.an estimated accuracy of +/- 6 seconds.
 AJ8720
 AJ8720.The orthometric height was determined by differential leveling
 AJ8720.and adjusted by the National Geodetic Survey in March 2005..
 AJ8720.No vertical observational check was made to the station.
 AJ8720
 AJ8720.The geoid height was determined by GEOID03.
 AJ8720
 AJ8720.The dynamic height is computed by dividing the NAVD 88
 AJ8720.geopotential number by the normal gravity value computed on the
 AJ8720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8720.degrees latitude (g = 980.6199 gals.).
 AJ8720
 AJ8720.The modeled gravity was interpolated from observed gravity values.
 AJ8720
 AJ8720;                    North         East    Units  Estimated Accuracy
 AJ8720;SPC NJ       -    56,120.      151,440.      MT  (+/- 180 meters Scaled)
 AJ8720
 AJ8720                          SUPERSEDED SURVEY CONTROL
 AJ8720
 AJ8720.No superseded survey control is available for this station.
 AJ8720
 AJ8720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ445545(NAD 83)
 AJ8720_MARKER: DR = REFERENCE MARK DISK
 AJ8720_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ8720_SP_SET: SIDEWALK
 AJ8720_STAMPING: VENTNOR NO 4 1932
 AJ8720_MARK LOGO: CGS   
 AJ8720_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ8720+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2000
 AJ8720
 AJ8720  HISTORY     - Date     Condition        Report By
 AJ8720  HISTORY     - 1962     MONUMENTED       CGS
 AJ8720  HISTORY     - 20000622 GOOD             NJGS
 AJ8720
 AJ8720                          STATION DESCRIPTION
 AJ8720
 AJ8720'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 AJ8720'THE STATION IS LOCATED IN THE CITY OF VENTNOR, ABOUT 0.1 MI (0.2 KM)
 AJ8720'NORTHWET OF THE JUNCTION OF PORTLAND STREET AND VENTNOR AVENUE AND ON
 AJ8720'PORTLAND AVENUE.  THE STATION IS ALSO ABOUT 34 M (111.5 FT) SOUTHEAST
 AJ8720'FROM THE SOUTHEAST CURB OF WINCESTER AVENUE, IN FRONT OF HOUSE NUMBER
 AJ8720'17 PORTLAND AVENUE, 1.7 FT (0.5 M) NORTHEAST OF THE NORTHEAST CURB OF
 AJ8720'PORTLAND AVENUE, 0.5 FT (15.2 CM) SOUTHEAST OF POLE NUMBER A766.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0681 ***********************************************************************
 LY0681  DESIGNATION -  VIADUCT
 LY0681  PID         -  LY0681
 LY0681  STATE/COUNTY-  NJ/SUSSEX
 LY0681  USGS QUAD   -  FRANKLIN (1971)
 LY0681
 LY0681                         *CURRENT SURVEY CONTROL
 LY0681  ___________________________________________________________________
 LY0681* NAD 83(1986)-  41 05 01.     (N)    074 35 37.     (W)     SCALED    
 LY0681* NAVD 88     -       206.181  (meters)     676.45   (feet)  ADJUSTED  
 LY0681  ___________________________________________________________________
 LY0681  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LY0681  DYNAMIC HT  -         206.091 (meters)     676.15  (feet)  COMP
 LY0681  MODELED GRAV-     980,181.6   (mgal)                       NAVD 88
 LY0681
 LY0681  VERT ORDER  -  FIRST     CLASS II
 LY0681
 LY0681.The horizontal coordinates were scaled from a topographic map and have
 LY0681.an estimated accuracy of +/- 6 seconds.
 LY0681
 LY0681.The orthometric height was determined by differential leveling
 LY0681.and adjusted by the National Geodetic Survey in June 1991..
 LY0681
 LY0681.The geoid height was determined by GEOID03.
 LY0681
 LY0681.The dynamic height is computed by dividing the NAVD 88
 LY0681.geopotential number by the normal gravity value computed on the
 LY0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0681.degrees latitude (g = 980.6199 gals.).
 LY0681
 LY0681.The modeled gravity was interpolated from observed gravity values.
 LY0681
 LY0681;                    North         East    Units  Estimated Accuracy
 LY0681;SPC NJ       -   249,840.      142,140.      MT  (+/- 180 meters Scaled)
 LY0681
 LY0681                          SUPERSEDED SURVEY CONTROL
 LY0681
 LY0681  NGVD 29 (??/??/92)  206.373  (m)          677.08   (f) ADJ UNCH    1 2
 LY0681
 LY0681.Superseded values are not recommended for survey control.
 LY0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0681.See file dsdata.txt to determine how the superseded data were derived.
 LY0681
 LY0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL341481(NAD 83)
 LY0681_MARKER: DB = BENCH MARK DISK
 LY0681_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0681_SP_SET: CONC ABUTMENT
 LY0681_STAMPING: 677.075 VIADUCT 1933
 LY0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0681
 LY0681  HISTORY     - Date     Condition        Report By
 LY0681  HISTORY     - 1933     MONUMENTED       CGS
 LY0681  HISTORY     - 1934     GOOD             NGS
 LY0681
 LY0681                          STATION DESCRIPTION
 LY0681
 LY0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0681'0.1 MI S FROM ORDENSBURG.
 LY0681'0.1 MILE SOUTH ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0681'RAILROAD FROM THE STATION AT OGDENSBURG, AT STEEL BRIDGE 56.46,
 LY0681'ON THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT,
 LY0681'10 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 3 FEET
 LY0681'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED 677.075
 LY0681'VIADUCT 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3204 ***********************************************************************
 JU3204  DESIGNATION -  VIC
 JU3204  PID         -  JU3204
 JU3204  STATE/COUNTY-  NJ/CAMDEN
 JU3204  USGS QUAD   -  PHILADELPHIA (1994)
 JU3204
 JU3204                         *CURRENT SURVEY CONTROL
 JU3204  ___________________________________________________________________
 JU3204* NAD 83(1996)-  39 56 54.82566(N)    075 07 57.85493(W)     ADJUSTED  
 JU3204* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 JU3204  ___________________________________________________________________
 JU3204  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 JU3204  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JU3204
 JU3204  HORZ ORDER  -  THIRD
 JU3204
 JU3204.The horizontal coordinates were established by classical geodetic methods
 JU3204.and adjusted by the National Geodetic Survey in September 1999..
 JU3204
 JU3204.The orthometric height was scaled from a topographic map.
 JU3204
 JU3204.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3204
 JU3204.The geoid height was determined by GEOID03.
 JU3204
 JU3204;                    North         East     Units Scale Factor Converg.
 JU3204;SPC NJ       -   123,995.379    95,932.798   MT  0.99993598   -0 24 22.6
 JU3204;SPC NJ       -   406,808.17    314,739.52   sFT  0.99993598   -0 24 22.6
 JU3204;SPC PA S     -    71,625.965   823,632.483   MT  0.99999765   +1 41 53.0
 JU3204;SPC PA S     -   234,992.85  2,702,200.90   sFT  0.99999765   +1 41 53.0
 JU3204;UTM  18      - 4,422,056.639   488,661.070   MT  0.99960158   -0 05 06.8
 JU3204
 JU3204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3204!SPC NJ       -   1.00000474  x   0.99993598  =   0.99994072
 JU3204!SPC PA S     -   1.00000474  x   0.99999765  =   1.00000239
 JU3204!UTM  18      -   1.00000474  x   0.99960158  =   0.99960632
 JU3204
 JU3204|---------------------------------------------------------------------|
 JU3204| PID    Reference Object                     Distance      Geod. Az  |
 JU3204|                                                           dddmmss.s |
 JU3204| CB3163 VIC RM 1                              6.770 METERS 00341     |
 JU3204| JU3205 VICTOR USE 1925                      33.968 METERS 00814     |
 JU3204| JU3196 CAMDEN RCA VICTOR BLDG FLAG         494.610 METERS 1100331.1 |
 JU3204| JU3193 CAMDEN VAN SCIVER BLD CUPOLA        APPROX. 0.6 KM 1365844.5 |
 JU3204| JU3209 CAMDEN COKE CO CHIMNEY              APPROX. 1.8 KM 1745454.2 |
 JU3204| JU3202 FERRY 1925                          APPROX. 0.5 KM 1822636.0 |
 JU3204| CB3164 VIC RM 2                              4.670 METERS 20131     |
 JU3204| JU3132 PHILADELPHIA ST PETER PE CH         APPROX. 1.4 KM 2450121.8 |
 JU3204| JU3130 PHILADELPHIA CHRIST S CH CROSS      APPROX. 1.0 KM 2840628.7 |
 JU3204| JU3133 PHILADELPHIA ST AUGUSTUS CH         APPROX. 1.4 KM 3033917.9 |
 JU3204| JU3131 PHILADELPHIA WILBUR CHIM USE        APPROX. 1.1 KM 3080350.7 |
 JU3204|---------------------------------------------------------------------|
 JU3204
 JU3204                          SUPERSEDED SURVEY CONTROL
 JU3204
 JU3204  NAD 83(1991)-  39 56 54.82472(N)    075 07 57.85721(W) AD(       ) 3
 JU3204  NAD 83(1986)-  39 56 54.82135(N)    075 07 57.86023(W) AD(       ) 3
 JU3204  NAD 27      -  39 56 54.42100(N)    075 07 59.22400(W) AD(       ) 3
 JU3204
 JU3204.Superseded values are not recommended for survey control.
 JU3204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3204.See file dsdata.txt to determine how the superseded data were derived.
 JU3204
 JU3204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8866122057(NAD 83)
 JU3204_MARKER: DS = TRIANGULATION STATION DISK
 JU3204_SETTING: 0 = UNSPECIFIED SETTING
 JU3204
 JU3204  HISTORY     - Date     Condition        Report By
 JU3204  HISTORY     - 1925     MONUMENTED       CGS
 JU3204  HISTORY     - 1935     GOOD             CGS
 JU3204  HISTORY     - 1946     GOOD             CGS
 JU3204  HISTORY     - 20040908 MARK NOT FOUND   GEOCAC
 JU3204
 JU3204                          STATION DESCRIPTION
 JU3204
 JU3204'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3204'LOCATED ON TOP OF THE VICTOR TALKING MACHINE COAL PIER, WHICH IS
 JU3204'AT THE FOOT OF COOPER STREET, CAMDEN.  STATION MARK IS A STANDARD
 JU3204'DISK CEMENTED IN A DRILLED HOLE IN THE CONCRETE PLATFORM ON WHICH
 JU3204'THE ENDLESS BELT, USED FOR CARRYING COAL, RUNS.  THERE IS A COAL
 JU3204'BIN ON EACH SIDE OF THIS PLATFORM, AND THE STATION IS 3.9 FEET
 JU3204'FROM THE OUTER EDGE OF THE BIN.  3.7 FEET FROM THE INNER EDGE OF
 JU3204'THE LOWER COAL BIN.  AND 12.2 FEET FROM THE INNER EDGE OF THE
 JU3204'UPPER COAL BIN.  REFERENCE MARKS ARE STANDARD DISKS CEMENTED
 JU3204'IN DRILLED HOLES IN THE OUTER WALL OF THE COAL BIN.
 JU3204'
 JU3204'THE UNITED STATES ENGINEERS STATION VICTOR IS MARKED BY A
 JU3204'STANDARD BRONZE UNITED STATES ENGINEERS DISK AND IS NEAR THE UPPER
 JU3204'OUTER CORNER OF THE DOCK ON THE RUNWAY ABOUT 12 FEET LOWER THAN
 JU3204'STATION VIC.
 JU3204'
 JU3204'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
 JU3204
 JU3204                          STATION RECOVERY (1935)
 JU3204
 JU3204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 JU3204'RECOVERED AS DESCRIBED.  THE TABLET IS BECOMING SOMEWHAT DEFACED
 JU3204'BY TRAFFIC PASSING OVER IT.
 JU3204
 JU3204                          STATION RECOVERY (1946)
 JU3204
 JU3204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3204'STATION RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION
 JU3204'ADEQUATE.  REFERENCE MARKS RECOVERED AND DISTANCES CHECKED.
 JU3204
 JU3204                          STATION RECOVERY (2004)
 JU3204
 JU3204'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU3204'THE COAL PIER HAS BEEN RENOVATED WITH A LARGE PARKING LOT AND INLAID
 JU3204'BRICK PROMENADES.  PORTIONS OF THE OLD PIER STRUCTURE ARE VISIBLE
 JU3204'UNDER THE NEW STRUCTURE ALONG THE WATER'S EDGE, BUT NO SURVEY DISKS
 JU3204'ARE IN EVIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3205 ***********************************************************************
 JU3205  DESIGNATION -  VICTOR USE 1925
 JU3205  PID         -  JU3205
 JU3205  STATE/COUNTY-  NJ/CAMDEN
 JU3205  USGS QUAD   -  PHILADELPHIA (1994)
 JU3205
 JU3205                         *CURRENT SURVEY CONTROL
 JU3205  ___________________________________________________________________
 JU3205* NAD 83(1996)-  39 56 55.91563(N)    075 07 57.64994(W)     ADJUSTED  
 JU3205* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 JU3205  ___________________________________________________________________
 JU3205  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 JU3205  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU3205
 JU3205  HORZ ORDER  -  THIRD
 JU3205
 JU3205.The horizontal coordinates were established by classical geodetic methods
 JU3205.and adjusted by the National Geodetic Survey in September 1999..
 JU3205
 JU3205.The orthometric height was scaled from a topographic map.
 JU3205
 JU3205.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3205
 JU3205.The geoid height was determined by GEOID03.
 JU3205
 JU3205;                    North         East     Units Scale Factor Converg.
 JU3205;SPC NJ       -   124,028.959    95,937.902   MT  0.99993597   -0 24 22.5
 JU3205;SPC NJ       -   406,918.34    314,756.27   sFT  0.99993597   -0 24 22.5
 JU3205;SPC PA S     -    71,659.712   823,636.351   MT  0.99999761   +1 41 53.2
 JU3205;SPC PA S     -   235,103.57  2,702,213.59   sFT  0.99999761   +1 41 53.2
 JU3205;UTM  18      - 4,422,090.236   488,665.984   MT  0.99960158   -0 05 06.7
 JU3205
 JU3205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3205!SPC NJ       -   1.00000474  x   0.99993597  =   0.99994071
 JU3205!SPC PA S     -   1.00000474  x   0.99999761  =   1.00000235
 JU3205!UTM  18      -   1.00000474  x   0.99960158  =   0.99960632
 JU3205
 JU3205                          SUPERSEDED SURVEY CONTROL
 JU3205
 JU3205  NAD 83(1991)-  39 56 55.91470(N)    075 07 57.65222(W) AD(       ) 3
 JU3205  NAD 83(1986)-  39 56 55.91132(N)    075 07 57.65524(W) AD(       ) 3
 JU3205  NAD 27      -  39 56 55.51100(N)    075 07 59.01900(W) AD(       ) 3
 JU3205
 JU3205.Superseded values are not recommended for survey control.
 JU3205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3205.See file dsdata.txt to determine how the superseded data were derived.
 JU3205
 JU3205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8866622090(NAD 83)
 JU3205_MARKER: DD = SURVEY DISK
 JU3205_SETTING: 0 = UNSPECIFIED SETTING
 JU3205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3205
 JU3205  HISTORY     - Date     Condition        Report By
 JU3205  HISTORY     - 1925     MONUMENTED       USE
 JU3205  HISTORY     - 20040908 MARK NOT FOUND   GEOCAC
 JU3205
 JU3205                          STATION DESCRIPTION
 JU3205
 JU3205'DESCRIBED BY US ENGINEERS 1925
 JU3205'LOCATED ON TOP OF THE VICTOR TALKING MACHINE COAL PIER, WHICH IS
 JU3205'AT THE FOOT OF COOPER STREET, CAMDEN.
 JU3205'
 JU3205'THE UNITED STATES ENGINEERS STATION VICTOR IS MARKED BY A
 JU3205'STANDARD BRONZE UNITED STATES ENGINEERS DISK AND IS NEAR THE UPPER
 JU3205'OUTER CORNER OF THE DOCK ON THE RUNWAY ABOUT 12 FEET LOWER THAN
 JU3205'STATION VIC.
 JU3205
 JU3205                          STATION RECOVERY (2004)
 JU3205
 JU3205'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU3205'THE COAL PIER HAS BEEN RENOVATED WITH A LARGE PARKING LOT AND INLAID
 JU3205'BRICK PROMENADES.  PORTIONS OF THE OLD PIER STRUCTURE ARE VISIBLE
 JU3205'UNDER THE NEW STRUCTURE ALONG THE WATER'S EDGE, BUT NO SURVEY DISKS
 JU3205'ARE IN EVIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4882 ***********************************************************************
 KV4882  DESIGNATION -  VICTORY
 KV4882  PID         -  KV4882
 KV4882  STATE/COUNTY-  NJ/MIDDLESEX
 KV4882  USGS QUAD   -  PERTH AMBOY (1981)
 KV4882
 KV4882                         *CURRENT SURVEY CONTROL
 KV4882  ___________________________________________________________________
 KV4882* NAD 83(1996)-  40 30 35.13881(N)    074 17 23.28605(W)     ADJUSTED  
 KV4882* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4882  ___________________________________________________________________
 KV4882  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 KV4882  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KV4882
 KV4882  HORZ ORDER  -  THIRD
 KV4882
 KV4882.The horizontal coordinates were established by classical geodetic methods
 KV4882.and adjusted by the National Geodetic Survey in September 1999..
 KV4882
 KV4882.The orthometric height was scaled from a topographic map.
 KV4882
 KV4882.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4882
 KV4882.The geoid height was determined by GEOID03.
 KV4882
 KV4882;                    North         East     Units Scale Factor Converg.
 KV4882;SPC NJ       -   186,133.574   167,813.684   MT  0.99990390   +0 08 11.5
 KV4882;SPC NJ       -   610,673.23    550,568.73   sFT  0.99990390   +0 08 11.5
 KV4882;SPC NY L     -    38,139.565   275,437.460   MT  1.00001244   -0 11 22.4
 KV4882;SPC NY L     -   125,129.56    903,664.40   sFT  1.00001244   -0 11 22.4
 KV4882;UTM  18      - 4,484,580.418   560,169.364   MT  0.99964456   +0 27 40.8
 KV4882
 KV4882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4882!SPC NJ       -   1.00000500  x   0.99990390  =   0.99990890
 KV4882!SPC NY L     -   1.00000500  x   1.00001244  =   1.00001744
 KV4882!UTM  18      -   1.00000500  x   0.99964456  =   0.99964955
 KV4882
 KV4882:                Primary Azimuth Mark                     Grid Az
 KV4882:SPC NJ       -  VICTORY AZ MK                            028 58 18.0
 KV4882:SPC NY L     -  VICTORY AZ MK                            029 17 51.9
 KV4882:UTM  18      -  VICTORY AZ MK                            028 38 48.7
 KV4882
 KV4882|---------------------------------------------------------------------|
 KV4882| PID    Reference Object                     Distance      Geod. Az  |
 KV4882|                                                           dddmmss.s |
 KV4882| CB6505 VICTORY AZ MK                                      0290629.5 |
 KV4882| CB6506 VICTORY RM 1                          9.050 METERS 03336     |
 KV4882| KV4861 PERTH AMBOY GREEN SPIRE             APPROX. 0.8 KM 0603549.7 |
 KV4882| KV4855 PERTH AMBOY FORD PORCELAIN TK       APPROX. 1.1 KM 0634742.9 |
 KV4882| KV5402 SOUTH AMBOY SEABOARD CHIM 1962      APPROX. 2.6 KM 1570318.6 |
 KV4882| CB6507 VICTORY RM 2                          9.093 METERS 21340     |
 KV4882|---------------------------------------------------------------------|
 KV4882
 KV4882                          SUPERSEDED SURVEY CONTROL
 KV4882
 KV4882  NAD 83(1996)-  40 30 35.13883(N)    074 17 23.28646(W) AD(       ) 3
 KV4882  NAD 83(1986)-  40 30 35.14070(N)    074 17 23.28151(W) AD(       ) 3
 KV4882  NAD 27      -  40 30 34.75924(N)    074 17 24.75703(W) AD(       ) 3
 KV4882
 KV4882.Superseded values are not recommended for survey control.
 KV4882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4882.See file dsdata.txt to determine how the superseded data were derived.
 KV4882
 KV4882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6016984580(NAD 83)
 KV4882_MARKER: DS = TRIANGULATION STATION DISK
 KV4882_SETTING: 0 = UNSPECIFIED SETTING
 KV4882
 KV4882  HISTORY     - Date     Condition        Report By
 KV4882  HISTORY     - 1962     MONUMENTED       CGS
 KV4882
 KV4882                          STATION DESCRIPTION
 KV4882
 KV4882'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV4882'THE STATION IS LOCATED ON THE NORTHWEST SIDEWALK OF THE VICTORY
 KV4882'BRIDGE OVER THE RARITAN RIVER, ON CONVERY BOULEVARD (HIGHWAY 35),
 KV4882'ABOUT 1 MILE WEST OF DOWN-TOWN PERTH AMBOY, ABOUT 1/2 MILE EAST OF THE
 KV4882'GARDEN STATE PARKWAY BRIDGE AND THE EDISON BRIDGE OVER THE RARITAN
 KV4882'RIVER.  THE DISK IS CEMENTED IN A DRILLED HOLE NEAR THE CENTER OF THE
 KV4882'WEST SIDEWALK OF THE BRIDGE.  IT IS 1.6 FEET EAST OF AN IRON
 KV4882'GUARDRAIL, 13 FEET SOUTH OF THE NORTH END OF THE IRON GUARDRAIL, AND 3
 KV4882'FEET WEST OF THE WEST CURB OF THE BRIDGE.  THE DISK IS
 KV4882'STAMPED---VICTORY 1962---.
 KV4882'
 KV4882'TO REACH FROM THE INTERSECTION OF STATE AND SMITH STREETS AT THE
 KV4882'PERTH AMBOY NATIONAL BANK IN PERTH AMBOY, GO WEST ON SMITH STREET FOR
 KV4882'1.05 MILES TO THE INTERSECTION WITH CONVERY BOULEVARD, AND THE AZIMUTH
 KV4882'MARK ON THE LEFT.  TURN LEFT AND GO SOUTH ON CONVERY BOULEVARD FOR
 KV4882'0.3 MILE TO THE STATION ON THE RIGHT.
 KV4882'
 KV4882'REFERENCE MARK 1 IS 16 FEET NORTH OF A BRIDGE POLE LIGHT, 3 FEET WEST
 KV4882'OF THE WEST CURB OF THE BRIDGE, AND 2 FEET EAST OF A CONCRETE
 KV4882'GUARDRAIL.  THE DISK IS CEMENTED IN A DRILLED HOLE NEAR THE CENTER
 KV4882'OF THE WEST SIDEWALK OF THE BRIDGE.  THE DISK IS STAMPED---VICTORY
 KV4882'NO 1 1962---.
 KV4882'
 KV4882'REFERENCE MARK 2 IS 1.6 FEET EAST OF THE IRON GUARDRAIL, 52 FEET
 KV4882'NORTH OF A TRAFFIC SIGNAL POLE, AND 3 FEET WEST OF THE WEST CURB OF
 KV4882'THE BRIDGE.  THE DISK IS CEMENTED IN A DRILLED HOLE NEAR THE CENTER
 KV4882'OF THE WEST SIDEWALK OF THE BRIDGE.  THE DISK IS STAMPED---VICTORY
 KV4882'NO 2 1962---.
 KV4882'
 KV4882'THE AZIMUTH MARK IS 35 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 KV4882'BRICK BUILDING, 11 FEET WEST OF A STEEL ROD FENCE, 7 FEET EAST OF THE
 KV4882'EAST CURB OF CONVERY BOULEVARD, AND 3 FEET WEST OF A WITNESS POST.
 KV4882'THE DISK IS CEMENTED IN A DRILLED HOLE IN THE SOUTH SIDE OF AN OLD
 KV4882'LIGHT POLE FOUNDATION, WHICH IS 3 X 3 FEET SQUARE AND PROJOECTS 10
 KV4882'INCHES.  THE DISK IS STAMPED---VICTORY 1962---.
 KV4882'
 KV4882'HEIGHT OF LIGHT ABOVE STATION MARK--1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2391 ***********************************************************************
 JU2391  DESIGNATION -  VIEW
 JU2391  PID         -  JU2391
 JU2391  STATE/COUNTY-  NJ/CAPE MAY
 JU2391  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2391
 JU2391                         *CURRENT SURVEY CONTROL
 JU2391  ___________________________________________________________________
 JU2391* NAD 83(1986)-  39 10 10.     (N)    074 43 37.     (W)     SCALED    
 JU2391* NAVD 88     -         1.600  (meters)       5.25   (feet)  ADJUSTED  
 JU2391  ___________________________________________________________________
 JU2391  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 JU2391  DYNAMIC HT  -           1.599 (meters)       5.25  (feet)  COMP
 JU2391  MODELED GRAV-     980,078.5   (mgal)                       NAVD 88
 JU2391
 JU2391  VERT ORDER  -  FIRST     CLASS II
 JU2391
 JU2391.The horizontal coordinates were scaled from a topographic map and have
 JU2391.an estimated accuracy of +/- 6 seconds.
 JU2391
 JU2391.The orthometric height was determined by differential leveling
 JU2391.and adjusted by the National Geodetic Survey in June 1991..
 JU2391
 JU2391.The geoid height was determined by GEOID03.
 JU2391
 JU2391.The dynamic height is computed by dividing the NAVD 88
 JU2391.geopotential number by the normal gravity value computed on the
 JU2391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2391.degrees latitude (g = 980.6199 gals.).
 JU2391
 JU2391.The modeled gravity was interpolated from observed gravity values.
 JU2391
 JU2391;                    North         East    Units  Estimated Accuracy
 JU2391;SPC NJ       -    37,330.      130,390.      MT  (+/- 180 meters Scaled)
 JU2391
 JU2391                          SUPERSEDED SURVEY CONTROL
 JU2391
 JU2391  NGVD 29 (01/10/92)    1.985  (m)            6.51   (f) ADJUSTED    1 2
 JU2391
 JU2391.Superseded values are not recommended for survey control.
 JU2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2391.See file dsdata.txt to determine how the superseded data were derived.
 JU2391
 JU2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ235356(NAD 83)
 JU2391_MARKER: DS = TRIANGULATION STATION DISK
 JU2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2391_SP_SET: CONCRETE POST
 JU2391_STAMPING: VIEW 1936
 JU2391_PROJECTION: PROJECTING 5 CENTIMETERS
 JU2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2391+STABILITY: SURFACE MOTION
 JU2391
 JU2391  HISTORY     - Date     Condition        Report By
 JU2391  HISTORY     - 1936     MONUMENTED       CGS
 JU2391  HISTORY     - 1979     GOOD             NGS
 JU2391
 JU2391                          STATION DESCRIPTION
 JU2391
 JU2391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2391'2.9 MI NW FROM SEA ISLE CITY.
 JU2391'2.9 MILES NORTHWEST ON SEA ISLE BOULEVARD FROM THE JUNCTION OF
 JU2391'LANDIS AVENEU AT SEA ISLE CITY, 0.2 MILE SOUTHEAST OF THE NORTHBOUND
 JU2391'SPAN OF THE GARDEN STATE PARKWAY, 43.0 FEET SOUTHEAST OF THE CENTER
 JU2391'LINE OF THE ROAD, 29.7 FEET SOUTH OF POWER POLE 78, 84.8 FEET
 JU2391'SOUTHEAST OF RM 1.
 JU2391'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 JU2391'THE MARK IS 3 FT BELOW BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2906 ***********************************************************************
 JU2906  DESIGNATION -  VIEW
 JU2906  PID         -  JU2906
 JU2906  STATE/COUNTY-  NJ/CAPE MAY
 JU2906  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2906
 JU2906                         *CURRENT SURVEY CONTROL
 JU2906  ___________________________________________________________________
 JU2906* NAD 83(1996)-  39 10 10.01636(N)    074 43 36.31482(W)     ADJUSTED  
 JU2906* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2906  ___________________________________________________________________
 JU2906  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 JU2906  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 JU2906
 JU2906  HORZ ORDER  -  THIRD
 JU2906
 JU2906.The horizontal coordinates were established by classical geodetic methods
 JU2906.and adjusted by the National Geodetic Survey in September 1999..
 JU2906
 JU2906.The orthometric height was scaled from a topographic map.
 JU2906
 JU2906.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2906
 JU2906.The geoid height was determined by GEOID03.
 JU2906
 JU2906;                    North         East     Units Scale Factor Converg.
 JU2906;SPC NJ       -    37,334.808   130,405.993   MT  0.99990473   -0 08 35.6
 JU2906;SPC NJ       -   122,489.28    427,840.33   sFT  0.99990473   -0 08 35.6
 JU2906;UTM  18      - 4,335,616.344   523,604.319   MT  0.99960686   +0 10 21.3
 JU2906
 JU2906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2906!SPC NJ       -   1.00000522  x   0.99990473  =   0.99990995
 JU2906!UTM  18      -   1.00000522  x   0.99960686  =   0.99961208
 JU2906
 JU2906:                Primary Azimuth Mark                     Grid Az
 JU2906:SPC NJ       -  LUDLAM BEACH LIGHT                       103 21 39.4
 JU2906:UTM  18      -  LUDLAM BEACH LIGHT                       103 02 42.5
 JU2906
 JU2906|---------------------------------------------------------------------|
 JU2906| PID    Reference Object                     Distance      Geod. Az  |
 JU2906|                                                           dddmmss.s |
 JU2906| JU2912 LUDLAM BEACH LIGHT                  APPROX. 3.8 KM 1031303.8 |
 JU2906| JU2392 VIEW RM 2                            28.265 METERS 11820     |
 JU2906| JU2915 SEA ISLE                            APPROX. 3.1 KM 1231505.8 |
 JU2906| JU2905 MID                                 APPROX. 4.7 KM 1822139.8 |
 JU2906| JU2942 ATLANTIC CITY S CONSOLAN TOWER      APPROX. 6.0 KM 2133933.3 |
 JU2906| JU2935 ATLANTIC CITY N CONSOLAN TOWER      APPROX. 4.3 KM 2185748.7 |
 JU2906| JU2933 GARDEN STATE PARKWAY RADIO TWR      APPROX. 6.0 KM 2212545.7 |
 JU2906| JU2393 VIEW RM 1                            25.850 METERS 29805     |
 JU2906|---------------------------------------------------------------------|
 JU2906
 JU2906                          SUPERSEDED SURVEY CONTROL
 JU2906
 JU2906  NAD 83(1986)-  39 10 09.99617(N)    074 43 36.31430(W) AD(       ) 3
 JU2906  NAD 27      -  39 10 09.58400(N)    074 43 37.73100(W) AD(       ) 3
 JU2906
 JU2906.Superseded values are not recommended for survey control.
 JU2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2906.See file dsdata.txt to determine how the superseded data were derived.
 JU2906
 JU2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2360435616(NAD 83)
 JU2906_MARKER: DS = TRIANGULATION STATION DISK
 JU2906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2906_SP_SET: CONCRETE POST
 JU2906_MARK LOGO: CGS   
 JU2906_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2906+STABILITY: SURFACE MOTION
 JU2906_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2906+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1990
 JU2906
 JU2906  HISTORY     - Date     Condition        Report By
 JU2906  HISTORY     - 1936     MONUMENTED       CGS
 JU2906  HISTORY     - 1936     GOOD             CGS
 JU2906  HISTORY     - 1950     GOOD             CGS
 JU2906  HISTORY     - 1956     GOOD             CGS
 JU2906  HISTORY     - 19900925 SEE DESCRIPTION  NJGS
 JU2906
 JU2906                          STATION DESCRIPTION
 JU2906
 JU2906'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2906'LOCATED ON THE OCEAN VIEW - SEA ISLE CITY HIGHWAY ABOUT 0.6
 JU2906'MILE SE OF ITS INTERSECTION WITH U.S. HIGHWAY NO.9.  ABOUT 250
 JU2906'YARDS TO THE NW THE ROAD MAKES A SHARP TURN.  ALSO AT THIS POINT
 JU2906'THE MARSH GIVES WAY TO HIGHER, TREE-COVERED GROUND.  THE STATION
 JU2906'IS SET 43 FEET FROM THE CENTER LINE OF THE ROAD, ON THE S SIDE.
 JU2906'
 JU2906'STATION IS MARKED WITH A STANDARD DISK STAMPED VIEW - 1936 SET IN
 JU2906'A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE GROUND.
 JU2906'
 JU2906'REFERENCE MARK NO.1, TO THE NW OF THE STATION IS 44 FEET
 JU2906'SW OF THE CENTER LINE OF THE ROAD AND IS A STANDARD DISK STAMPED
 JU2906'NO.1 - VIEW - 1936 SET IN AN 8-INCH CONCRETE MONUMENT WHICH
 JU2906'PROJECTS 5 INCHES ABOVE GROUND.
 JU2906'
 JU2906'REFERENCE MARK NO. 2, TO THE SE OF THE STATION IS 42-1/2 FEET
 JU2906'SW OF THE CENTER LINE OF THE ROAD AND IS A STANDARD DISK STAMPED
 JU2906'NO. 2 - VIEW - 1936 SET IN AN 8-INCH CONCRETE MONUMENT WHICH
 JU2906'PROJECTS 5 INCHES ABOVE GROUND.
 JU2906
 JU2906                          STATION RECOVERY (1936)
 JU2906
 JU2906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 JU2906'RECOVERED IN GOOD CONDITION.
 JU2906
 JU2906                          STATION RECOVERY (1950)
 JU2906
 JU2906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU2906'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU2906'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL
 JU2906'TAPE AND FOUND TO BE CORRECT.
 JU2906'
 JU2906'THE PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT.
 JU2906'
 JU2906'A 4- BY 4-INCH WITNESS POST WAS SET 2.2 FEET NW OF THE STATION.
 JU2906
 JU2906                          STATION RECOVERY (1956)
 JU2906
 JU2906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 JU2906'ALL MARKS WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED BY
 JU2906'J.A.B. IN 1936.
 JU2906
 JU2906                          STATION RECOVERY (1990)
 JU2906
 JU2906'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU2906'THE STATION WAS NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2393 ***********************************************************************
 JU2393  DESIGNATION -  VIEW RM 1
 JU2393  PID         -  JU2393
 JU2393  STATE/COUNTY-  NJ/CAPE MAY
 JU2393  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2393
 JU2393                         *CURRENT SURVEY CONTROL
 JU2393  ___________________________________________________________________
 JU2393* NAD 83(1986)-  39 10 10.     (N)    074 43 37.     (W)     SCALED    
 JU2393* NAVD 88     -         1.383  (meters)       4.54   (feet)  ADJUSTED  
 JU2393  ___________________________________________________________________
 JU2393  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 JU2393  DYNAMIC HT  -           1.382 (meters)       4.53  (feet)  COMP
 JU2393  MODELED GRAV-     980,078.5   (mgal)                       NAVD 88
 JU2393
 JU2393  VERT ORDER  -  FIRST     CLASS II
 JU2393
 JU2393.The horizontal coordinates were scaled from a topographic map and have
 JU2393.an estimated accuracy of +/- 6 seconds.
 JU2393
 JU2393.The orthometric height was determined by differential leveling
 JU2393.and adjusted by the National Geodetic Survey in June 1991..
 JU2393
 JU2393.The geoid height was determined by GEOID03.
 JU2393
 JU2393.The dynamic height is computed by dividing the NAVD 88
 JU2393.geopotential number by the normal gravity value computed on the
 JU2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2393.degrees latitude (g = 980.6199 gals.).
 JU2393
 JU2393.The modeled gravity was interpolated from observed gravity values.
 JU2393
 JU2393;                    North         East    Units  Estimated Accuracy
 JU2393;SPC NJ       -    37,330.      130,390.      MT  (+/- 180 meters Scaled)
 JU2393
 JU2393                          SUPERSEDED SURVEY CONTROL
 JU2393
 JU2393  NGVD 29 (01/10/92)    1.768  (m)            5.80   (f) ADJUSTED    1 2
 JU2393
 JU2393.Superseded values are not recommended for survey control.
 JU2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2393.See file dsdata.txt to determine how the superseded data were derived.
 JU2393
 JU2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ235356(NAD 83)
 JU2393_MARKER: DR = REFERENCE MARK DISK
 JU2393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2393_SP_SET: CONCRETE POST
 JU2393_STAMPING: VIEW NO 1 1936
 JU2393_PROJECTION: PROJECTING 5 CENTIMETERS
 JU2393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2393+STABILITY: SURFACE MOTION
 JU2393
 JU2393  HISTORY     - Date     Condition        Report By
 JU2393  HISTORY     - 1936     MONUMENTED       CGS
 JU2393  HISTORY     - 1979     GOOD             NGS
 JU2393
 JU2393                          STATION DESCRIPTION
 JU2393
 JU2393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2393'2.9 MI NW FROM SEA ISLE CITY.
 JU2393'2.9 MILES NORTHWEST ON SEA ISLE BOULEVARD FROM THE JUNCTION OF
 JU2393'LANDIS AVENUE AT SEA ISLE CITY, 0.2 MILE SOUTHEAST OF THE
 JU2393'NORTHBOUND SPAN OF THE GARDEN STATE PARKWAY, 44.0 FEET SOUTHWEST OF
 JU2393'THE CENTERLINE OF THE BOULEVARD, 65.5 FEET WEST OF POWER POLE 78.
 JU2393'THE MARK IS 2 FT BELOW BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2392 ***********************************************************************
 JU2392  DESIGNATION -  VIEW RM 2
 JU2392  PID         -  JU2392
 JU2392  STATE/COUNTY-  NJ/CAPE MAY
 JU2392  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2392
 JU2392                         *CURRENT SURVEY CONTROL
 JU2392  ___________________________________________________________________
 JU2392* NAD 83(1986)-  39 10 10.     (N)    074 43 37.     (W)     SCALED    
 JU2392* NAVD 88     -         1.096  (meters)       3.60   (feet)  ADJUSTED  
 JU2392  ___________________________________________________________________
 JU2392  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 JU2392  DYNAMIC HT  -           1.096 (meters)       3.60  (feet)  COMP
 JU2392  MODELED GRAV-     980,078.5   (mgal)                       NAVD 88
 JU2392
 JU2392  VERT ORDER  -  FIRST     CLASS II
 JU2392
 JU2392.The horizontal coordinates were scaled from a topographic map and have
 JU2392.an estimated accuracy of +/- 6 seconds.
 JU2392
 JU2392.The orthometric height was determined by differential leveling
 JU2392.and adjusted by the National Geodetic Survey in June 1991..
 JU2392
 JU2392.The geoid height was determined by GEOID03.
 JU2392
 JU2392.The dynamic height is computed by dividing the NAVD 88
 JU2392.geopotential number by the normal gravity value computed on the
 JU2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2392.degrees latitude (g = 980.6199 gals.).
 JU2392
 JU2392.The modeled gravity was interpolated from observed gravity values.
 JU2392
 JU2392;                    North         East    Units  Estimated Accuracy
 JU2392;SPC NJ       -    37,330.      130,390.      MT  (+/- 180 meters Scaled)
 JU2392
 JU2392                          SUPERSEDED SURVEY CONTROL
 JU2392
 JU2392  NGVD 29 (01/10/92)    1.481  (m)            4.86   (f) ADJUSTED    1 2
 JU2392
 JU2392.Superseded values are not recommended for survey control.
 JU2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2392.See file dsdata.txt to determine how the superseded data were derived.
 JU2392
 JU2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ235356(NAD 83)
 JU2392_MARKER: DR = REFERENCE MARK DISK
 JU2392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2392_SP_SET: CONCRETE POST
 JU2392_STAMPING: VIEW NO 2 1936
 JU2392_PROJECTION: FLUSH
 JU2392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2392+STABILITY: SURFACE MOTION
 JU2392
 JU2392  HISTORY     - Date     Condition        Report By
 JU2392  HISTORY     - 1936     MONUMENTED       CGS
 JU2392  HISTORY     - 1979     GOOD             NGS
 JU2392
 JU2392                          STATION DESCRIPTION
 JU2392
 JU2392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2392'2.9 MI NW FROM SEA ISLE CITY.
 JU2392'2.9 MILES NORTHWEST ALONG SEA ISLE BOULEVARD FROM THE JUNCTION
 JU2392'OF LANDIS AVENUE AT SEA ISLE CITY, 0.2 MILE SOUTHEAST OF THE
 JU2392'NORTHBOUND SPAN OF THE GARDEN STATE PARKWAY, 42.5 FEET SOUTHWEST
 JU2392'OF THE BOULEVARD CENTERLINE, 46.5 FEET WEST OF POWER POLE 77,
 JU2392'92.7 FEET SOUTHEAST OF VIEW.
 JU2392'THE MARK IS 3 FT BELOW BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5112 ***********************************************************************
 KV5112  DESIGNATION -  VIGNE
 KV5112  PID         -  KV5112
 KV5112  STATE/COUNTY-  NJ/MONMOUTH
 KV5112  USGS QUAD   -  KEYPORT (1977)
 KV5112
 KV5112                         *CURRENT SURVEY CONTROL
 KV5112  ___________________________________________________________________
 KV5112* NAD 83(1996)-  40 27 14.25114(N)    074 10 29.01177(W)     ADJUSTED  
 KV5112* NAVD 88     -         3.20   (+/-2cm)      10.5    (feet)  VERTCON   
 KV5112  ___________________________________________________________________
 KV5112  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 KV5112  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV5112
 KV5112  HORZ ORDER  -  FIRST
 KV5112  VERT ORDER  -  THIRD ? (See Below)
 KV5112
 KV5112.The horizontal coordinates were established by classical geodetic methods
 KV5112.and adjusted by the National Geodetic Survey in September 1999..
 KV5112
 KV5112.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5112.The vertical order pertains to the NGVD 29 superseded value.
 KV5112
 KV5112.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5112
 KV5112.The geoid height was determined by GEOID03.
 KV5112
 KV5112;                    North         East     Units Scale Factor Converg.
 KV5112;SPC NJ       -   179,967.294   177,588.898   MT  0.99990937   +0 12 39.8
 KV5112;SPC NJ       -   590,442.70    582,639.58   sFT  0.99990937   +0 12 39.8
 KV5112;UTM  18      - 4,478,471.173   569,976.864   MT  0.99966027   +0 32 07.8
 KV5112
 KV5112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5112!SPC NJ       -   1.00000457  x   0.99990937  =   0.99991394
 KV5112!UTM  18      -   1.00000457  x   0.99966027  =   0.99966484
 KV5112
 KV5112|---------------------------------------------------------------------|
 KV5112| PID    Reference Object                     Distance      Geod. Az  |
 KV5112|                                                           dddmmss.s |
 KV5112| KV0747 VIGNE RM 1                           34.668 METERS 06312     |
 KV5112| KV5101 KEANSBURG STANDPIPE                 APPROX. 3.1 KM 0941405.4 |
 KV5112| KV5114 WAACKAACK LIGHTHOUSE                APPROX. 3.5 KM 1083458.1 |
 KV5112| KV5109 UNION BEACH WATER TANK              APPROX. 1.6 KM 1592838.9 |
 KV5112| CB6509 VIGNE RM 2 AZIMUTH                                 1861807.8 |
 KV5112| KV5096 LOCKPORT AERO MARINE TANK           APPROX. 1.9 KM 2251538.3 |
 KV5112| KV0746 VIGNE RM 3                           22.756 METERS 32110     |
 KV5112| KV4620 MOUNT LORETTO ORPHANAGE CH          APPROX. 7.5 KM 3283318.8 |
 KV5112| KV4638 SEQUINE PT SS W DENT MFG CHIM       APPROX. 6.6 KM 3440937.0 |
 KV5112| KV5111 VIGNE 2                              31.294 METERS 34805     |
 KV5112|---------------------------------------------------------------------|
 KV5112
 KV5112                          SUPERSEDED SURVEY CONTROL
 KV5112
 KV5112  NAD 83(1996)-  40 27 14.25068(N)    074 10 29.01069(W) AD(       ) 1
 KV5112  NAD 83(1986)-  40 27 14.25109(N)    074 10 29.00863(W) AD(       ) 1
 KV5112  NAD 27      -  40 27 13.86400(N)    074 10 30.49300(W) AD(       ) 1
 KV5112  NGVD 29 (07/19/86)    3.50   (m)           11.5    (f) LEVELING    3  
 KV5112
 KV5112.Superseded values are not recommended for survey control.
 KV5112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5112.See file dsdata.txt to determine how the superseded data were derived.
 KV5112
 KV5112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6997778471(NAD 83)
 KV5112_MARKER: DS = TRIANGULATION STATION DISK
 KV5112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5112
 KV5112  HISTORY     - Date     Condition        Report By
 KV5112  HISTORY     - 1932     MONUMENTED       CGS
 KV5112  HISTORY     - 1937     GOOD             CGS
 KV5112  HISTORY     - 1950     SEE DESCRIPTION  CGS
 KV5112
 KV5112                          STATION DESCRIPTION
 KV5112
 KV5112'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 KV5112'THIS STATION IS LOCATED AT UNION BEACH ON CONASKONK POINT ABOUT
 KV5112'2 MILES NE OF KEYPORT, NEW JERSEY, ON LAND BELONGING TO MR. JOHN
 KV5112'VIGNE OF UNION BEACH.  STATION IS IN GRASSY AREA SE OF
 KV5112'INTERSECTION OF ROADS, THE ROAD MAKES A TURN AT THIS POINT.  23.5
 KV5112'METERS ENE OF CENTER LINE OF ROAD.  28.7 METERS SW OF CENTER LINE
 KV5112'OF OTHER ROAD.  1091 METERS W OF WILLOW TREE.
 KV5112'
 KV5112'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5112'DISKS SET IN CONCRETE.
 KV5112'
 KV5112'REFERENCE MARK NO.1 IS NE OF STATION ON NE SIDE OF ROAD 5.2
 KV5112'METERS FROM CENTER LINE.  8.8 METERS W OF W CORNER OF
 KV5112'REFRESHMENT STAND.  0.6 METER SE OF TELEPHONE POLE.
 KV5112'
 KV5112'REFERENCE MARK NO.2 IS SSE OF STATION, 24 METERS N OF
 KV5112'INTERSECTION OF DOCK AND FOURTH STREETS.  6 METERS WSW OF CENTER
 KV5112'LINE OF DOCK STREET.  6 METERS S OF FIRE PLUG.
 KV5112'
 KV5112'REFERENCE MARK NO.3 IS NW OF STATION ON SAME POINT AS
 KV5112'STATION.  8.7 METERS ENE OF CENTER LINE OF ROAD.  25.9 METERS SW
 KV5112'OF CENTER LINE OF ROAD.  36.2 METERS S OF REFRESHMENT STAND.
 KV5112'
 KV5112'HEIGHT OF SIGNAL ABOVE STATION MARK - 22 METERS.
 KV5112
 KV5112                          STATION RECOVERY (1937)
 KV5112
 KV5112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (CDM)
 KV5112'STATION RECOVERED.  A TRAVERSE CONNECTION WAS MADE TO
 KV5112'TRIANGULATION STATION CON.  DISTANCE VIGNE TO CON. 612.413 METERS.
 KV5112
 KV5112                          STATION RECOVERY (1950)
 KV5112
 KV5112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (FGJ)
 KV5112'STATION MARK AND REFERENCE MARKS 1, 2, AND 3 RECOVERED IN GOOD
 KV5112'CONDITION.  DUE TO NEW CONSTRUCTION, THE STATION MARK WAS MOVED
 KV5112'APPROXIMATELY 100 FT. TO THE NW AND RENAMED VIGNE 2 1950.
 KV5112'
 KV5112'SEE DESCRIPTION OF VIGNE 2 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5111 ***********************************************************************
 KV5111  DESIGNATION -  VIGNE 2
 KV5111  PID         -  KV5111
 KV5111  STATE/COUNTY-  NJ/MONMOUTH
 KV5111  USGS QUAD   -  KEYPORT (1977)
 KV5111
 KV5111                         *CURRENT SURVEY CONTROL
 KV5111  ___________________________________________________________________
 KV5111* NAD 83(1996)-  40 27 15.24382(N)    074 10 29.28595(W)     ADJUSTED  
 KV5111* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5111  ___________________________________________________________________
 KV5111  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 KV5111  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV5111
 KV5111  HORZ ORDER  -  FIRST
 KV5111
 KV5111.The horizontal coordinates were established by classical geodetic methods
 KV5111.and adjusted by the National Geodetic Survey in September 1999..
 KV5111
 KV5111.The orthometric height was scaled from a topographic map.
 KV5111
 KV5111.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5111
 KV5111.The geoid height was determined by GEOID03.
 KV5111
 KV5111;                    North         East     Units Scale Factor Converg.
 KV5111;SPC NJ       -   179,997.887   177,582.326   MT  0.99990936   +0 12 39.6
 KV5111;SPC NJ       -   590,543.07    582,618.01   sFT  0.99990936   +0 12 39.6
 KV5111;UTM  18      - 4,478,501.720   569,970.120   MT  0.99966026   +0 32 07.6
 KV5111
 KV5111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5111!SPC NJ       -   1.00000496  x   0.99990936  =   0.99991432
 KV5111!UTM  18      -   1.00000496  x   0.99966026  =   0.99966522
 KV5111
 KV5111|---------------------------------------------------------------------|
 KV5111| PID    Reference Object                     Distance      Geod. Az  |
 KV5111|                                                           dddmmss.s |
 KV5111| KV0747 VIGNE RM 1                           40.334 METERS 11151     |
 KV5111| KV5112 VIGNE                                31.294 METERS 16805     |
 KV5111| CB6509 VIGNE RM 2 AZIMUTH                                 1844626.6 |
 KV5111| KV0746 VIGNE RM 3                           15.087 METERS 21108     |
 KV5111| KV4620 MOUNT LORETTO ORPHANAGE CH          APPROX. 7.5 KM 3282829.6 |
 KV5111|---------------------------------------------------------------------|
 KV5111
 KV5111                          SUPERSEDED SURVEY CONTROL
 KV5111
 KV5111  NAD 83(1996)-  40 27 15.24337(N)    074 10 29.28489(W) AD(       ) 1
 KV5111  NAD 83(1986)-  40 27 15.24403(N)    074 10 29.28290(W) AD(       ) 1
 KV5111  NAD 27      -  40 27 14.85700(N)    074 10 30.76700(W) AD(       ) 1
 KV5111
 KV5111.Superseded values are not recommended for survey control.
 KV5111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5111.See file dsdata.txt to determine how the superseded data were derived.
 KV5111
 KV5111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6997078502(NAD 83)
 KV5111_MARKER: DS = TRIANGULATION STATION DISK
 KV5111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5111_STAMPING: VIGNE 2 1950
 KV5111_MARK LOGO: CGS   
 KV5111_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5111+STABILITY: SURFACE MOTION
 KV5111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5111+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1993
 KV5111
 KV5111  HISTORY     - Date     Condition        Report By
 KV5111  HISTORY     - 1950     MONUMENTED       CGS
 KV5111  HISTORY     - 1962     GOOD             CGS
 KV5111  HISTORY     - 19920819 GOOD             USPSQD
 KV5111  HISTORY     - 19930804 GOOD             NJGS
 KV5111
 KV5111                          STATION DESCRIPTION
 KV5111
 KV5111'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (FGJ)
 KV5111'STATION IS LOCATED AT UNION BEACH, ON CONASKONK POINT, ABOUT 2
 KV5111'MI. NE OF KEYPORT, NEW JERSEY, AND ON PROPERTY OWNED BY MORRISEY AND
 KV5111'WALKER OF KEANSBURG, NEW JERSEY.  IT IS IN A GRASSY AREA SE OF
 KV5111'THE INTERSECTION OF FRONT AND DOCK STREETS, 30 FT. SE OF A
 KV5111'TELEPHONE POLE, AND 20 FT. NW OF A LARGE WILLOW TREE.  THE MARK
 KV5111'IS SET 2 IN. BELOW THE SURFACE OF THE GROUND AND STAMPED VIGNE
 KV5111'2 1950.
 KV5111'
 KV5111'REFERENCE MARK 1 1932 IS NE OF THE STATION, 16 FT. NE OF THE
 KV5111'CENTERLINE OF FRONT STREET, 2 FT. E OF TELEPHONE POLE, AND SET
 KV5111'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS STAMPED VIGNE NO 1
 KV5111'1932
 KV5111'
 KV5111'REFERENCE MARK 2 1932 IS S OF THE STATION, 72 FT. S OF THE
 KV5111'INTERSECTION OF DOCK AND FOURTH STREETS, AND 20 FT. S OF A FIREPLUG
 KV5111'ON THE W SIDE OF DOCK STREET.  IT IS SET FLUSH WITH THE GROUND
 KV5111'AND STAMPED VIGNE NO 2 1932
 KV5111'
 KV5111'REFERENCE MARK 3 1932 IS S-SW OF THE STATION, IN THE SAME GRASSY
 KV5111'AREA AS THE STATION.  MARK PROJECTS 3 IN. AND STAMPED VIGNE NO
 KV5111'3 1932
 KV5111'
 KV5111'THE ARROWS ON THE REFERENCE MARKS DO NOT POINT AT THE STATION.
 KV5111'
 KV5111'TO REACH THE STATION FROM UNION BEACH, CONTINUE ALONG FRONT
 KV5111'STREET (NW) TO THE INTERSECTION OF DOCK STREET AND THE STATION.
 KV5111'DESCRIBED.
 KV5111
 KV5111                          STATION RECOVERY (1962)
 KV5111
 KV5111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV5111'THE STATION, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED AND
 KV5111'FOUND IN GOOD CONDITION.  A LARGE DIFFERENCE IN THE DIRECTION
 KV5111'TO THE REFERENCE MARKS WAS FOUND.  THE DISTANCES TO ALL MARKS
 KV5111'CHECKED.  A CHAIN LINK FENCE HAS BEEN BUILT CLOSE TO THE
 KV5111'STATION, AND A TOWER HAD TO BE ERECTED ECCENTRIC.
 KV5111'
 KV5111'A NEW DESCRIPTION FOLLOWS--
 KV5111'
 KV5111'THE STATION IS LOCATED IN THE NORTH CORNER OF A YARD AT 302
 KV5111'FRONT STREET, AT THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 KV5111'DOCK AND FRONT STREETS IN UNION BEACH, ON THE PROPERTY OF
 KV5111'MR. JOE DEER.  IT IS 7 FEET SOUTHEAST OF A CHAIN LINK FENCE
 KV5111'CORNER, 58 FEET SOUTHEAST OF THE CENTERLINE OF DOCK STREET, 31
 KV5111'FEET SOUTHWEST OF THE CENTERLINE OF FRONT STREET, 87 FEET
 KV5111'NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 23 FEET
 KV5111'SOUTHEAST OF A STREET SIGN POLE, AND 3 FEET SOUTH OF A WITNESS
 KV5111'POST AND THE CHAIN LINK FENCE.  THE MONUMENT IS 6 INCHES
 KV5111'UNDERGROUND AND THE DISK IS STAMPED VIGNE 2 1950.  NOTE 1A
 KV5111'7A.
 KV5111'
 KV5111'TO REACH REFERENCE MARK 2 FROM THE STATION, GO SOUTH ON DOCK
 KV5111'STREET FOR 0.2 MILE TO REFERENCE MARK 2 ON THE RIGHT, JUST
 KV5111'AFTER PASSING FOURTH STREET.
 KV5111'
 KV5111'REFERENCE MARK 1 IS 19 FEET NORTHEAST OF THE CENTERLINE OF
 KV5111'FRONT STREET, AND 3 FEET EAST OF A POWER POLE.  THE MONUMENT IS
 KV5111'FLUSH AND THE DISK IS STAMPED VIGNE NO 1 1932.
 KV5111'
 KV5111'REFERENCE MARK 2 IS 72 FEET SOUTH OF THE INTERSECTION OF
 KV5111'FOURTH AND DOCK STREETS, 19 FEET WEST OF THE CENTERLINE OF
 KV5111'DOCK STREET, 21 FEET SOUTH OF A FIRE HYDRANT, AND 30 FEET
 KV5111'SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE NUMBER
 KV5111'323.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED VIGNE NO 2
 KV5111'1932.
 KV5111'
 KV5111'REFERENCE MARK 3 IS 54 FEET SOUTHWEST OF THE NORTH CORNER OF
 KV5111'THE CHAIN LINK FENCE, 32 FEET SOUTHEAST OF THE CENTER LINE OF
 KV5111'DOCK STREET, AND 21 FEET WEST OF THE CHAIN LINK FENCE.  THE
 KV5111'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED VIGNE NO 3
 KV5111'1932.
 KV5111'
 KV5111'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KV5111
 KV5111                          STATION RECOVERY (1992)
 KV5111
 KV5111'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5111'RECOVERED IN GOOD CONDITION.
 KV5111
 KV5111                          STATION RECOVERY (1993)
 KV5111
 KV5111'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (RJK)
 KV5111'THE STATION IS LOCATED IN THE BOROUGH OF UNION BEACH, SET IN THE YARD
 KV5111'ON THE NORTH APEX FOR THE PROPERTY OF HOUSE NUMBER 320 FRONT STREET,
 KV5111'OWNERSHIP NOT DETERMINED, IN A 3 M (9.8 FT) HEDGE ROW.  TO REACH THE
 KV5111'STATION FRON THE JUNCTION OF STATE ROUTE 35 AND UNION AVENUE, AT MILE
 KV5111'POST 41 OF ROUTE 35, PROCEED 1.15 MI (1.85 KM) NORTH ON UNION AVENUE
 KV5111'TO THE JUNCTION WITH STATE ROUTE 36, CONTINUE AHEAD FOR ANOTHER 1.35
 KV5111'MI (2.17 KM) NORTH ON UNION AVENUE, COUNTY ROAD 39, TO THE STATION ON
 KV5111'THE LEFT .  THE STATION IS 0.6 M (2.0 FT) WEST OF A 4 FOOT (1.2 M)
 KV5111'CHAIN LINK FENCE FRONTING FRONT STREET, 9.6 M (31.5 FT) WEST OF THE
 KV5111'CENTERLINE OF FRONT STREET, 9.2 M (30.2 FT) SOUTH OF POLE NUMBER 7 MV
 KV5111'AT THE SOUTH POINT OF THE JUNCTION OF FRONT AND DOCK STREETS, 1.2 M
 KV5111'(3.9 FT) SOUTHEAST OF A 4 FOOT (1.2 M) CHAIN LINK FENCE FRONTING DOCK
 KV5111'STREET, 16.0 M (52.5 FT) SOUTH OF THE CENTERLINE OF DOCK STREET, 132.3
 KV5111'FT (40.3 M) WEST OF REFERENCE MARK 1, VIGNE NO 1 1932.  SAID REFERENCE
 KV5111'MARK IS 5.8 M (19.0 FT) EAST NORTHEAST OF THE CENTERLINE OF FRONT
 KV5111'STREET, 1.1 M (3.6 FT) SOUTH SOUTHEAST OF POLE NUMBER JC 259UB, 0.5 M
 KV5111'(1.6 FT) SOUTH SOUTHEAST OF POLE NUMBER BT 290UB, 4.8 M (15.7 FT)
 KV5111'NORTHWEST OF THE FENCE CORNER SEPARATING HOUSES NUMBER 313 AND 309
 KV5111'FRONT STREET,  STATION IS 0.5 M (1.6 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0747 ***********************************************************************
 KV0747  DESIGNATION -  VIGNE RM 1
 KV0747  PID         -  KV0747
 KV0747  STATE/COUNTY-  NJ/MONMOUTH
 KV0747  USGS QUAD   -  KEYPORT (1977)
 KV0747
 KV0747                         *CURRENT SURVEY CONTROL
 KV0747  ___________________________________________________________________
 KV0747* NAD 83(1986)-  40 27 13.     (N)    074 10 29.     (W)     SCALED    
 KV0747* NAVD 88     -         3.982  (meters)      13.06   (feet)  ADJUSTED  
 KV0747  ___________________________________________________________________
 KV0747  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV0747  DYNAMIC HT  -           3.980 (meters)      13.06  (feet)  COMP
 KV0747  MODELED GRAV-     980,223.8   (mgal)                       NAVD 88
 KV0747
 KV0747  VERT ORDER  -  FIRST     CLASS II
 KV0747
 KV0747.The horizontal coordinates were scaled from a topographic map and have
 KV0747.an estimated accuracy of +/- 6 seconds.
 KV0747
 KV0747.The orthometric height was determined by differential leveling
 KV0747.and adjusted by the National Geodetic Survey in June 1991..
 KV0747
 KV0747.The geoid height was determined by GEOID03.
 KV0747
 KV0747.The dynamic height is computed by dividing the NAVD 88
 KV0747.geopotential number by the normal gravity value computed on the
 KV0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0747.degrees latitude (g = 980.6199 gals.).
 KV0747
 KV0747.The modeled gravity was interpolated from observed gravity values.
 KV0747
 KV0747;                    North         East    Units  Estimated Accuracy
 KV0747;SPC NJ       -   179,930.      177,590.      MT  (+/- 180 meters Scaled)
 KV0747
 KV0747                          SUPERSEDED SURVEY CONTROL
 KV0747
 KV0747  NGVD 29 (??/??/??)    4.346  (m)           14.26   (f) ADJUSTED    1 2
 KV0747
 KV0747.Superseded values are not recommended for survey control.
 KV0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0747.See file dsdata.txt to determine how the superseded data were derived.
 KV0747
 KV0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK699784(NAD 83)
 KV0747_MARKER: DR = REFERENCE MARK DISK
 KV0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0747_STAMPING: VIGNE NO 1 1932
 KV0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0747+STABILITY: SURFACE MOTION
 KV0747
 KV0747  HISTORY     - Date     Condition        Report By
 KV0747  HISTORY     - 1932     MONUMENTED       CGS
 KV0747  HISTORY     - 1964     GOOD             CGS
 KV0747  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KV0747  HISTORY     - 19920819 MARK NOT FOUND   USPSQD
 KV0747
 KV0747                          STATION DESCRIPTION
 KV0747
 KV0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0747'AT UNION BEACH.
 KV0747'AT UNION BEACH, ABOUT 0.45 MILE NORTH ALONG UNION AVENUE AND
 KV0747'FIRST STREET FROM THE POST OFFICE IN UNION BEACH, THENCE 0.15
 KV0747'MILE WEST ON FLORENCE STREET, THENCE 0.2 MILE NORTH ON DOCK
 KV0747'STREET, 185.0 SOUTHEAST OF THE CENTER LINE OF DOCK STREET,
 KV0747'20.0 FEET EAST OF THE CENTER LINE OF FIRST STREET, 12.4 FEET WEST
 KV0747'OF A STEEL WOVEN FENCE, 3.7 EET SOUTH OF A POWER LINE POLE,
 KV0747'ABOUT 1 1/2 FEET ABOVE FIRST STREET AND SET IN THE TOP OF A CONCRETE
 KV0747'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 KV0747
 KV0747                          STATION RECOVERY (1986)
 KV0747
 KV0747'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0747'MARK NOT FOUND.
 KV0747
 KV0747                          STATION RECOVERY (1992)
 KV0747
 KV0747'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0747'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0745 ***********************************************************************
 KV0745  DESIGNATION -  VIGNE RM 2
 KV0745  PID         -  KV0745
 KV0745  STATE/COUNTY-  NJ/MONMOUTH
 KV0745  USGS QUAD   -  KEYPORT (1977)
 KV0745
 KV0745                         *CURRENT SURVEY CONTROL
 KV0745  ___________________________________________________________________
 KV0745* NAD 83(1986)-  40 27 04.     (N)    074 10 29.     (W)     SCALED    
 KV0745* NAVD 88     -         2.034  (meters)       6.67   (feet)  ADJUSTED  
 KV0745  ___________________________________________________________________
 KV0745  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV0745  DYNAMIC HT  -           2.033 (meters)       6.67  (feet)  COMP
 KV0745  MODELED GRAV-     980,223.7   (mgal)                       NAVD 88
 KV0745
 KV0745  VERT ORDER  -  FIRST     CLASS II
 KV0745
 KV0745.The horizontal coordinates were scaled from a topographic map and have
 KV0745.an estimated accuracy of +/- 6 seconds.
 KV0745
 KV0745.The orthometric height was determined by differential leveling
 KV0745.and adjusted by the National Geodetic Survey in June 1991..
 KV0745
 KV0745.The geoid height was determined by GEOID03.
 KV0745
 KV0745.The dynamic height is computed by dividing the NAVD 88
 KV0745.geopotential number by the normal gravity value computed on the
 KV0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0745.degrees latitude (g = 980.6199 gals.).
 KV0745
 KV0745.The modeled gravity was interpolated from observed gravity values.
 KV0745
 KV0745;                    North         East    Units  Estimated Accuracy
 KV0745;SPC NJ       -   179,650.      177,590.      MT  (+/- 180 meters Scaled)
 KV0745
 KV0745                          SUPERSEDED SURVEY CONTROL
 KV0745
 KV0745  NGVD 29 (??/??/??)    2.398  (m)            7.87   (f) ADJUSTED    1 2
 KV0745
 KV0745.Superseded values are not recommended for survey control.
 KV0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0745.See file dsdata.txt to determine how the superseded data were derived.
 KV0745
 KV0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK699781(NAD 83)
 KV0745_MARKER: DR = REFERENCE MARK DISK
 KV0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0745_STAMPING: VIGNE NO 2 1932
 KV0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0745+STABILITY: SURFACE MOTION
 KV0745
 KV0745  HISTORY     - Date     Condition        Report By
 KV0745  HISTORY     - 1932     MONUMENTED       CGS
 KV0745  HISTORY     - 1964     GOOD             CGS
 KV0745  HISTORY     - 1986     GOOD             USPSQD
 KV0745  HISTORY     - 19920819 GOOD             USPSQD
 KV0745
 KV0745                          STATION DESCRIPTION
 KV0745
 KV0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0745'AT UNION BEACH.
 KV0745'AT UNION BEACH, ABOUT 0.45 MILE NORTH ALONG UNION AVENUE AND
 KV0745'FIRST STREET FROM THE POST OFFICE IN UNION BEACH, THENCE 0.15
 KV0745'MILE WEST ALONG FLORENCE AVENUE, THENCE 0.1 MILE NORTH ALONG
 KV0745'FOURTH STREET, 54.0 FEET SOUTH-SOUTHWEST OF POWER LINE POLE
 KV0745'NUMBER JC 173 UNB, 29.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 KV0745'OF HOUSE NUMBER 323, 21.1 FEET SOUTH OF A FIRE HYDRANT, 19.0
 KV0745'FEET WEST OF THE CENTER LINE OF DOCK STREET, ABOUT LEVEL WITH
 KV0745'DOCK STREET AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 KV0745'WITH THE SURFACE OF THE GROUND.
 KV0745
 KV0745                          STATION RECOVERY (1986)
 KV0745
 KV0745'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0745'RECOVERED IN GOOD CONDITION.
 KV0745
 KV0745                          STATION RECOVERY (1992)
 KV0745
 KV0745'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0746 ***********************************************************************
 KV0746  DESIGNATION -  VIGNE RM 3
 KV0746  PID         -  KV0746
 KV0746  STATE/COUNTY-  NJ/MONMOUTH
 KV0746  USGS QUAD   -  KEYPORT (1977)
 KV0746
 KV0746                         *CURRENT SURVEY CONTROL
 KV0746  ___________________________________________________________________
 KV0746* NAD 83(1986)-  40 27 13.     (N)    074 10 29.     (W)     SCALED    
 KV0746* NAVD 88     -         3.623  (meters)      11.89   (feet)  ADJUSTED  
 KV0746  ___________________________________________________________________
 KV0746  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV0746  DYNAMIC HT  -           3.621 (meters)      11.88  (feet)  COMP
 KV0746  MODELED GRAV-     980,223.8   (mgal)                       NAVD 88
 KV0746
 KV0746  VERT ORDER  -  FIRST     CLASS II
 KV0746
 KV0746.The horizontal coordinates were scaled from a topographic map and have
 KV0746.an estimated accuracy of +/- 6 seconds.
 KV0746
 KV0746.The orthometric height was determined by differential leveling
 KV0746.and adjusted by the National Geodetic Survey in June 1991..
 KV0746
 KV0746.The geoid height was determined by GEOID03.
 KV0746
 KV0746.The dynamic height is computed by dividing the NAVD 88
 KV0746.geopotential number by the normal gravity value computed on the
 KV0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0746.degrees latitude (g = 980.6199 gals.).
 KV0746
 KV0746.The modeled gravity was interpolated from observed gravity values.
 KV0746
 KV0746;                    North         East    Units  Estimated Accuracy
 KV0746;SPC NJ       -   179,930.      177,590.      MT  (+/- 180 meters Scaled)
 KV0746
 KV0746                          SUPERSEDED SURVEY CONTROL
 KV0746
 KV0746  NGVD 29 (??/??/??)    3.987  (m)           13.08   (f) ADJUSTED    1 2
 KV0746
 KV0746.Superseded values are not recommended for survey control.
 KV0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0746.See file dsdata.txt to determine how the superseded data were derived.
 KV0746
 KV0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK699784(NAD 83)
 KV0746_MARKER: DR = REFERENCE MARK DISK
 KV0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0746_STAMPING: VIGNE NO 3 1932
 KV0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0746+STABILITY: SURFACE MOTION
 KV0746
 KV0746  HISTORY     - Date     Condition        Report By
 KV0746  HISTORY     - 1932     MONUMENTED       CGS
 KV0746  HISTORY     - 1964     GOOD             CGS
 KV0746  HISTORY     - 19920819 MARK NOT FOUND   USPSQD
 KV0746
 KV0746                          STATION DESCRIPTION
 KV0746
 KV0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0746'AT UNION BEACH.
 KV0746'AT UNION BEACH, ABOUT 0.45 MILE NORTH ALONG UNION AVENUE AND
 KV0746'FIRST STREET FROM THE POST OFFICE IN UNION BEACH, THENCE 0.15
 KV0746'MILE WEST ON FLORENCE AVENUE, THENCE 0.1 MILE NORTH OF DOCK STREET,
 KV0746'THENCE 0.2 MILE NORTH ON DOCK STREET, 31.0 FEET EAST OF THE CENTER
 KV0746'LINE OF DOCK STREET, 20.4 FEET WEST OF A STEEL WOVEN FENCE,
 KV0746'12.0 FEET NORTH OF A POWER LINE POLE, ABOUT 1 FOOT ABOVE DOCK
 KV0746'STREET AND IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KV0746'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 KV0746
 KV0746                          STATION RECOVERY (1992)
 KV0746
 KV0746'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3211 ***********************************************************************
 JU3211  DESIGNATION -  VINE
 JU3211  PID         -  JU3211
 JU3211  STATE/COUNTY-  NJ/CAMDEN
 JU3211  USGS QUAD   -  PHILADELPHIA (1994)
 JU3211
 JU3211                         *CURRENT SURVEY CONTROL
 JU3211  ___________________________________________________________________
 JU3211* NAD 83(1996)-  39 57 16.85006(N)    075 07 47.67442(W)     ADJUSTED  
 JU3211* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3211  ___________________________________________________________________
 JU3211  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 JU3211  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU3211
 JU3211  HORZ ORDER  -  THIRD
 JU3211
 JU3211.The horizontal coordinates were established by classical geodetic methods
 JU3211.and adjusted by the National Geodetic Survey in September 1999..
 JU3211
 JU3211.The orthometric height was scaled from a topographic map.
 JU3211
 JU3211.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3211
 JU3211.The geoid height was determined by GEOID03.
 JU3211
 JU3211;                    North         East     Units Scale Factor Converg.
 JU3211;SPC NJ       -   124,672.900    96,179.240   MT  0.99993565   -0 24 16.3
 JU3211;SPC NJ       -   409,031.01    315,548.06   sFT  0.99993565   -0 24 16.3
 JU3211;SPC PA S     -    72,312.121   823,853.894   MT  0.99999673   +1 41 59.6
 JU3211;SPC PA S     -   237,244.02  2,702,927.32   sFT  0.99999673   +1 41 59.6
 JU3211;UTM  18      - 4,422,735.304   488,903.630   MT  0.99960152   -0 05 00.3
 JU3211
 JU3211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3211!SPC NJ       -   1.00000506  x   0.99993565  =   0.99994071
 JU3211!SPC PA S     -   1.00000506  x   0.99999673  =   1.00000179
 JU3211!UTM  18      -   1.00000506  x   0.99960152  =   0.99960657
 JU3211
 JU3211|---------------------------------------------------------------------|
 JU3211| PID    Reference Object                     Distance      Geod. Az  |
 JU3211|                                                           dddmmss.s |
 JU3211| CB3165 VINE RM 1                            13.180 METERS 02125     |
 JU3211| JU3045 CAMDEN COOPER POINT TANK            APPROX. 0.7 KM 0634610.9 |
 JU3211| CB3166 VINE RM 2                             4.725 METERS 10346     |
 JU3211| JU3132 PHILADELPHIA ST PETER PE CH         APPROX. 2.0 KM 2300623.3 |
 JU3211| JU3130 PHILADELPHIA CHRIST S CH CROSS      APPROX. 1.3 KM 2500629.1 |
 JU3211| JU3108 PHILADELPHIA PENN STATUE ANT        APPROX. 2.9 KM 2654014.9 |
 JU3211| JU3133 PHILADELPHIA ST AUGUSTUS CH         APPROX. 1.4 KM 2734422.3 |
 JU3211|---------------------------------------------------------------------|
 JU3211
 JU3211                          SUPERSEDED SURVEY CONTROL
 JU3211
 JU3211  NAD 83(1991)-  39 57 16.84841(N)    075 07 47.67677(W) AD(       ) 3
 JU3211  NAD 83(1986)-  39 57 16.84516(N)    075 07 47.67963(W) AD(       ) 3
 JU3211  NAD 27      -  39 57 16.44500(N)    075 07 49.04400(W) AD(       ) 3
 JU3211
 JU3211.Superseded values are not recommended for survey control.
 JU3211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3211.See file dsdata.txt to determine how the superseded data were derived.
 JU3211
 JU3211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8890422735(NAD 83)
 JU3211_MARKER: DS = TRIANGULATION STATION DISK
 JU3211_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU3211_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU3211
 JU3211  HISTORY     - Date     Condition        Report By
 JU3211  HISTORY     - 1925     MONUMENTED       CGS
 JU3211  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3211  HISTORY     - 1982     SEE DESCRIPTION  NJGS
 JU3211
 JU3211                          STATION DESCRIPTION
 JU3211
 JU3211'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3211'LOCATED IN THE VINE STREET YARDS OF THE PENNSYLVANIA RAILROAD
 JU3211'COMPANY, WHICH IS BETWEEN YORK AND VINE STREETS, CAMDEN.  STATION
 JU3211'IS 5 FEET FROM OUTER EDGE OF BULKHEAD.  ABOUT 81 METERS BELOW
 JU3211'VINE STREET FERRY SLIP, AND ABOUT 14 METERS ABOVE LOWER OUTER
 JU3211'CORNER OF DOCK.
 JU3211'
 JU3211'SURFACE AND REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE
 JU3211'DISKS SET IN CONCRETE, IN THE TOP OF A TILE.
 JU3211'
 JU3211'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS.
 JU3211
 JU3211                          STATION RECOVERY (1946)
 JU3211
 JU3211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3211'THE VICINITY OF THIS STATION IS COVERED BY LARGE PILE AND
 JU3211'TIMBERS.  NEITHER STATION NOR REFERENCE MARKS WERE RECOVERED.
 JU3211
 JU3211                          STATION RECOVERY (1982)
 JU3211
 JU3211'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1982 (NKS)
 JU3211'RECOVERED DESTROYED.
 JU3211'
 JU3211'NEITHER STATION NOR REFERENCE MARKS WERE RECOVERED.  EXTENSIVE
 JU3211'EROSION AT STATION SIGHT COORDINATES RESTABLISHED BY RESECTION.
 JU3211'STATION FALLS IN TIDAL AREA OF DELAWARE RIVER, FOUND REMAINS OF TILE
 JU3211'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3350 ***********************************************************************
 JU3350  DESIGNATION -  VINELAND STATE COLONY TANK
 JU3350  PID         -  JU3350
 JU3350  STATE/COUNTY-  NJ/CUMBERLAND
 JU3350  USGS QUAD   -  MILLVILLE (1997)
 JU3350
 JU3350                         *CURRENT SURVEY CONTROL
 JU3350  ___________________________________________________________________
 JU3350* NAD 83(1996)-  39 29 48.13740(N)    075 03 10.73276(W)     ADJUSTED  
 JU3350* NAVD 88     -                                                        
 JU3350  ___________________________________________________________________
 JU3350  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 JU3350  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JU3350
 JU3350  HORZ ORDER  -  THIRD
 JU3350
 JU3350.The horizontal coordinates were established by classical geodetic methods
 JU3350.and adjusted by the National Geodetic Survey in September 1999..
 JU3350
 JU3350
 JU3350.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3350
 JU3350.The geoid height was determined by GEOID03.
 JU3350
 JU3350;                    North         East     Units Scale Factor Converg.
 JU3350;SPC NJ       -    73,785.216   102,438.554   MT  0.99992784   -0 21 06.2
 JU3350;SPC NJ       -   242,077.00    336,083.82   sFT  0.99992784   -0 21 06.2
 JU3350;SPC DE       -   166,212.567   231,283.181   MT  1.00000704   +0 13 52.7
 JU3350;SPC DE       -   545,315.73    758,801.57   sFT  1.00000704   +0 13 52.7
 JU3350;UTM  18      - 4,371,900.148   495,444.503   MT  0.99960026   -0 02 01.3
 JU3350
 JU3350                          SUPERSEDED SURVEY CONTROL
 JU3350
 JU3350  NAD 83(1991)-  39 29 48.12871(N)    075 03 10.72681(W) AD(       ) 4
 JU3350  NAD 83(1986)-  39 29 48.12104(N)    075 03 10.73067(W) AD(       ) 4
 JU3350  NAD 27      -  39 29 47.70500(N)    075 03 12.09400(W) AD(       ) 3
 JU3350
 JU3350.Superseded values are not recommended for survey control.
 JU3350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3350.See file dsdata.txt to determine how the superseded data were derived.
 JU3350
 JU3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9544571900(NAD 83)
 JU3350_MARKER: 51 = TANK
 JU3350
 JU3350  HISTORY     - Date     Condition        Report By
 JU3350  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU3350  HISTORY     - 1973     GOOD             NGS
 JU3350  HISTORY     - 19950609 GOOD             USPSQD
 JU3350
 JU3350                          STATION DESCRIPTION
 JU3350
 JU3350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 JU3350'RECOVERED.
 JU3350'
 JU3350'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3350'IN VINELAND.
 JU3350
 JU3350                          STATION RECOVERY (1995)
 JU3350
 JU3350'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU3350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3345 ***********************************************************************
 JU3345  DESIGNATION -  VINELAND WATER TANK
 JU3345  PID         -  JU3345
 JU3345  STATE/COUNTY-  NJ/CUMBERLAND
 JU3345  USGS QUAD   -  MILLVILLE (1997)
 JU3345
 JU3345                         *CURRENT SURVEY CONTROL
 JU3345  ___________________________________________________________________
 JU3345* NAD 83(1996)-  39 29 15.78396(N)    075 01 25.95664(W)     ADJUSTED  
 JU3345* NAVD 88     -                                                        
 JU3345  ___________________________________________________________________
 JU3345  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 JU3345  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JU3345
 JU3345  HORZ ORDER  -  THIRD
 JU3345
 JU3345.The horizontal coordinates were established by classical geodetic methods
 JU3345.and adjusted by the National Geodetic Survey in September 1999..
 JU3345
 JU3345
 JU3345.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3345
 JU3345.The geoid height was determined by GEOID03.
 JU3345
 JU3345;                    North         East     Units Scale Factor Converg.
 JU3345;SPC NJ       -    72,772.557   104,936.017   MT  0.99992499   -0 19 59.3
 JU3345;SPC NJ       -   238,754.63    344,277.58   sFT  0.99992499   -0 19 59.3
 JU3345;SPC DE       -   165,225.291   233,791.023   MT  1.00000905   +0 14 59.2
 JU3345;SPC DE       -   542,076.64    767,029.38   sFT  1.00000905   +0 14 59.2
 JU3345;UTM  18      - 4,370,901.691   497,946.731   MT  0.99960005   -0 00 54.7
 JU3345
 JU3345                          SUPERSEDED SURVEY CONTROL
 JU3345
 JU3345  NAD 83(1991)-  39 29 15.77538(N)    075 01 25.95323(W) AD(       ) 4
 JU3345  NAD 83(1986)-  39 29 15.76777(N)    075 01 25.95577(W) AD(       ) 4
 JU3345  NAD 27      -  39 29 15.35300(N)    075 01 27.32300(W) AD(       ) 3
 JU3345
 JU3345.Superseded values are not recommended for survey control.
 JU3345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3345.See file dsdata.txt to determine how the superseded data were derived.
 JU3345
 JU3345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9794770902(NAD 83)
 JU3345_MARKER: 51 = TANK
 JU3345
 JU3345  HISTORY     - Date     Condition        Report By
 JU3345  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU3345
 JU3345                          STATION DESCRIPTION
 JU3345
 JU3345'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0253 ***********************************************************************
 JU0253  DESIGNATION -  VV 20
 JU0253  PID         -  JU0253
 JU0253  STATE/COUNTY-  NJ/OCEAN
 JU0253  USGS QUAD   -  WHITING (1971)
 JU0253
 JU0253                         *CURRENT SURVEY CONTROL
 JU0253  ___________________________________________________________________
 JU0253* NAD 83(1986)-  39 54 52.     (N)    074 24 47.     (W)     SCALED    
 JU0253* NAVD 88     -        49.805  (meters)     163.40   (feet)  ADJUSTED  
 JU0253  ___________________________________________________________________
 JU0253  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 JU0253  DYNAMIC HT  -          49.782 (meters)     163.33  (feet)  COMP
 JU0253  MODELED GRAV-     980,161.6   (mgal)                       NAVD 88
 JU0253
 JU0253  VERT ORDER  -  SECOND    CLASS 0
 JU0253
 JU0253.The horizontal coordinates were scaled from a topographic map and have
 JU0253.an estimated accuracy of +/- 6 seconds.
 JU0253
 JU0253.The orthometric height was determined by differential leveling
 JU0253.and adjusted by the National Geodetic Survey in June 1991..
 JU0253
 JU0253.The geoid height was determined by GEOID03.
 JU0253
 JU0253.The dynamic height is computed by dividing the NAVD 88
 JU0253.geopotential number by the normal gravity value computed on the
 JU0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0253.degrees latitude (g = 980.6199 gals.).
 JU0253
 JU0253.The modeled gravity was interpolated from observed gravity values.
 JU0253
 JU0253;                    North         East    Units  Estimated Accuracy
 JU0253;SPC NJ       -   120,020.      157,430.      MT  (+/- 180 meters Scaled)
 JU0253
 JU0253                          SUPERSEDED SURVEY CONTROL
 JU0253
 JU0253  NGVD 29 (??/??/??)   50.190  (m)          164.66   (f) ADJUSTED    2 0
 JU0253
 JU0253.Superseded values are not recommended for survey control.
 JU0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0253.See file dsdata.txt to determine how the superseded data were derived.
 JU0253
 JU0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK501184(NAD 83)
 JU0253_MARKER: DB = BENCH MARK DISK
 JU0253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0253_SP_SET: SIGNAL TOWER
 JU0253_STAMPING: VV 20 1935
 JU0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0253
 JU0253  HISTORY     - Date     Condition        Report By
 JU0253  HISTORY     - 1935     MONUMENTED       CGS
 JU0253  HISTORY     - 1947     GOOD             CGS
 JU0253  HISTORY     - 1985     MARK NOT FOUND   LOCSUR
 JU0253  HISTORY     - 19950303 MARK NOT FOUND   NJGS
 JU0253
 JU0253                          STATION DESCRIPTION
 JU0253
 JU0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0253'1.3 MI NE FROM PASADENA.
 JU0253'ABOUT 1.3 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 JU0253'FROM PASADENA, OCEAN COUNTY, ABOUT 9 1/2 RAILS EAST OF MILEPOST
 JU0253'75, AT SIGNAL TOWER 74.1, AND IN THE EAST FACE OF THE BASE.  A
 JU0253'STANDARD DISK, STAMPED VV 20 1935 AND SET VERTICALLY.
 JU0253
 JU0253                          STATION RECOVERY (1947)
 JU0253
 JU0253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JU0253'RECOVERED IN GOOD CONDITION.
 JU0253
 JU0253                          STATION RECOVERY (1985)
 JU0253
 JU0253'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 JU0253'MARK NOT FOUND.
 JU0253
 JU0253                          STATION RECOVERY (1995)
 JU0253
 JU0253'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0253'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A HALF HOUR
 JU0253'SEARCH BY A TWO MAN PARTY.  THE TIES MENTIONED IN THE ORIGINAL
 JU0253'DESCRIPTION CONFLICT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3433 ***********************************************************************
 KV3433  DESIGNATION -  W 101
 KV3433  PID         -  KV3433
 KV3433  STATE/COUNTY-  NJ/PASSAIC
 KV3433  USGS QUAD   -  PATERSON (1995)
 KV3433
 KV3433                         *CURRENT SURVEY CONTROL
 KV3433  ___________________________________________________________________
 KV3433* NAD 83(1986)-  40 54 52.     (N)    074 14 11.     (W)     SCALED    
 KV3433* NAVD 88     -        55.905  (meters)     183.41   (feet)  ADJUSTED  
 KV3433  ___________________________________________________________________
 KV3433  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV3433  DYNAMIC HT  -          55.881 (meters)     183.34  (feet)  COMP
 KV3433  MODELED GRAV-     980,207.0   (mgal)                       NAVD 88
 KV3433
 KV3433  VERT ORDER  -  FIRST     CLASS II
 KV3433
 KV3433.The horizontal coordinates were scaled from a topographic map and have
 KV3433.an estimated accuracy of +/- 6 seconds.
 KV3433
 KV3433.The orthometric height was determined by differential leveling
 KV3433.and adjusted by the National Geodetic Survey in June 1991..
 KV3433
 KV3433.The geoid height was determined by GEOID03.
 KV3433
 KV3433.The dynamic height is computed by dividing the NAVD 88
 KV3433.geopotential number by the normal gravity value computed on the
 KV3433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3433.degrees latitude (g = 980.6199 gals.).
 KV3433
 KV3433.The modeled gravity was interpolated from observed gravity values.
 KV3433
 KV3433;                    North         East    Units  Estimated Accuracy
 KV3433;SPC NJ       -   231,080.      172,210.      MT  (+/- 180 meters Scaled)
 KV3433
 KV3433                          SUPERSEDED SURVEY CONTROL
 KV3433
 KV3433  NGVD 29 (??/??/??)   56.214  (m)          184.43   (f) ADJUSTED    1 2
 KV3433
 KV3433.Superseded values are not recommended for survey control.
 KV3433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3433.See file dsdata.txt to determine how the superseded data were derived.
 KV3433
 KV3433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL643295(NAD 83)
 KV3433_MARKER: DB = BENCH MARK DISK
 KV3433_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3433_SP_SET: STAINLESS STEEL ROD
 KV3433_STAMPING: W 101 1979
 KV3433_PROJECTION: RECESSED 5 CENTIMETERS
 KV3433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3433+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 KV3433_ROD/PIPE-DEPTH: 11.9 meters
 KV3433
 KV3433  HISTORY     - Date     Condition        Report By
 KV3433  HISTORY     - 1979     MONUMENTED       NGS
 KV3433  HISTORY     - 20060219 GOOD             GEOCAC
 KV3433
 KV3433                          STATION DESCRIPTION
 KV3433
 KV3433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3433'1.05 MI NNW FROM TOTOWA.
 KV3433'1.05 MILES NORTH-NORTHWEST ALONG TOTOWA ROAD FROM THE BOROUGH OF
 KV3433'TOTTWA MUNICIPAL BUILDING IN TOTOWA TO THE MARK ON THE LEFT, IN
 KV3433'FRONT OF THE FLAG POLE OF THE SINGER KEARFOTT PLANT NUMBER 10, 150
 KV3433'TOTTWA ROAD, 283 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 63.8 FEET
 KV3433'NORTH OF THE WEST ENTRANCE DOORS TO THE PLANT, 3 FEET NORTH OF THE
 KV3433'FLAG POLE.
 KV3433'THE MARK IS ABOVE LEVEL WITH ROAD.
 KV3433
 KV3433                          STATION RECOVERY (2006)
 KV3433
 KV3433'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV3433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2246 ***********************************************************************
 LY2246  DESIGNATION -  W 102
 LY2246  PID         -  LY2246
 LY2246  STATE/COUNTY-  NJ/PASSAIC
 LY2246  USGS QUAD   -  WAWAYANDA (1994)
 LY2246
 LY2246                         *CURRENT SURVEY CONTROL
 LY2246  ___________________________________________________________________
 LY2246* NAD 83(1986)-  41 08 06.     (N)    074 24 36.     (W)     SCALED    
 LY2246* NAVD 88     -       355.625  (meters)    1166.75   (feet)  ADJUSTED  
 LY2246  ___________________________________________________________________
 LY2246  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LY2246  DYNAMIC HT  -         355.465 (meters)    1166.22  (feet)  COMP
 LY2246  MODELED GRAV-     980,163.8   (mgal)                       NAVD 88
 LY2246
 LY2246  VERT ORDER  -  FIRST     CLASS II
 LY2246
 LY2246.The horizontal coordinates were scaled from a topographic map and have
 LY2246.an estimated accuracy of +/- 6 seconds.
 LY2246
 LY2246.The orthometric height was determined by differential leveling
 LY2246.and adjusted by the National Geodetic Survey in June 1991..
 LY2246
 LY2246.The geoid height was determined by GEOID03.
 LY2246
 LY2246.The dynamic height is computed by dividing the NAVD 88
 LY2246.geopotential number by the normal gravity value computed on the
 LY2246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2246.degrees latitude (g = 980.6199 gals.).
 LY2246
 LY2246.The modeled gravity was interpolated from observed gravity values.
 LY2246
 LY2246;                    North         East    Units  Estimated Accuracy
 LY2246;SPC NJ       -   255,540.      157,560.      MT  (+/- 180 meters Scaled)
 LY2246
 LY2246                          SUPERSEDED SURVEY CONTROL
 LY2246
 LY2246  NGVD 29 (??/??/92)  355.927  (m)         1167.74   (f) ADJ UNCH    1 2
 LY2246
 LY2246.Superseded values are not recommended for survey control.
 LY2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2246.See file dsdata.txt to determine how the superseded data were derived.
 LY2246
 LY2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL495539(NAD 83)
 LY2246_MARKER: DV = VERTICAL CONTROL DISK
 LY2246_SETTING: 66 = SET IN ROCK OUTCROP
 LY2246_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LY2246_STAMPING: W 102 1979
 LY2246_MARK LOGO: NGS   
 LY2246_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2246+STABILITY: POSITION/ELEVATION WELL
 LY2246
 LY2246  HISTORY     - Date     Condition        Report By
 LY2246  HISTORY     - 1979     MONUMENTED       NGS
 LY2246  HISTORY     - 19921016 SEE DESCRIPTION  NJGS
 LY2246
 LY2246                          STATION DESCRIPTION
 LY2246
 LY2246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2246'6.80 MI NE FROM NEWFOUNDLAND.
 LY2246'6.80 MILES NORTH-NORTHEAST ALONG CLINTON ROAD FROM THE JUNCTION OF
 LY2246'STATE ROUTE 23 IN NEWFOUNDLAND TO THE MARK ON THE RIGHT, IN TOP OF
 LY2246'THE SOUTHWEST END OF A 6X12-FT. ROCK OUTCROP, 109 FEET AND UP HILL
 LY2246'FROM THE CENTER OF THE ROAD, 94 FEET EAST AND UP HILL FROM A 15-INCH
 LY2246'TRIANGLE BLAZED MAPLE TREE, 48 FEET SOUTH AND UP HILL FROM A 40-
 LY2246'INCH DOUBLE TRUNK TRIANGLE BLAZED OAK TREE, 7 FEET NORTH OF A 8-
 LY2246'INCH TRIANGLE BLAZED MAPLE TREE.
 LY2246'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 LY2246'THE MARK IS 12 FT ABOVE ROAD.
 LY2246
 LY2246                          STATION RECOVERY (1992)
 LY2246
 LY2246'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 LY2246'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 LY2246'SEARCH BY A TWO MAN PARTY.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0112 ***********************************************************************
 KV0112  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0112  DESIGNATION -  W 11
 KV0112  PID         -  KV0112
 KV0112  STATE/COUNTY-  NJ/ESSEX
 KV0112  USGS QUAD   -  ORANGE (1981)
 KV0112
 KV0112                         *CURRENT SURVEY CONTROL
 KV0112  ___________________________________________________________________
 KV0112* NAD 83(1986)-  40 46 48.     (N)    074 09 21.     (W)     SCALED    
 KV0112* NAVD 88     -        14.547  (meters)      47.73   (feet)  ADJUSTED  
 KV0112  ___________________________________________________________________
 KV0112  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV0112  DYNAMIC HT  -          14.541 (meters)      47.71  (feet)  COMP
 KV0112  MODELED GRAV-     980,220.2   (mgal)                       NAVD 88
 KV0112
 KV0112  VERT ORDER  -  FIRST     CLASS II
 KV0112
 KV0112.The horizontal coordinates were scaled from a topographic map and have
 KV0112.an estimated accuracy of +/- 6 seconds.
 KV0112
 KV0112.The orthometric height was determined by differential leveling
 KV0112.and adjusted by the National Geodetic Survey in June 1991..
 KV0112
 KV0112.This Tidal Bench Mark is designated as VM 2465
 KV0112.by the Center for Operational Oceanographic Products and Services.
 KV0112
 KV0112.The geoid height was determined by GEOID03.
 KV0112
 KV0112.The dynamic height is computed by dividing the NAVD 88
 KV0112.geopotential number by the normal gravity value computed on the
 KV0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0112.degrees latitude (g = 980.6199 gals.).
 KV0112
 KV0112.The modeled gravity was interpolated from observed gravity values.
 KV0112
 KV0112;                    North         East    Units  Estimated Accuracy
 KV0112;SPC NJ       -   216,180.      179,050.      MT  (+/- 180 meters Scaled)
 KV0112
 KV0112                          SUPERSEDED SURVEY CONTROL
 KV0112
 KV0112  NGVD 29 (??/??/??)   14.869  (m)           48.78   (f) ADJUSTED    1 2
 KV0112
 KV0112.Superseded values are not recommended for survey control.
 KV0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0112.See file dsdata.txt to determine how the superseded data were derived.
 KV0112
 KV0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL712146(NAD 83)
 KV0112_MARKER: DB = BENCH MARK DISK
 KV0112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0112_SP_SET: ABUTMENT
 KV0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0112
 KV0112  HISTORY     - Date     Condition        Report By
 KV0112  HISTORY     - 1933     MONUMENTED       CGS
 KV0112  HISTORY     - 1948     GOOD             CGS
 KV0112  HISTORY     - 1979     GOOD             NGS
 KV0112
 KV0112                          STATION DESCRIPTION
 KV0112
 KV0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KV0112'AT NEWARK.
 KV0112'AT NEWARK, ESSEX COUNTY, ON BROADWAY, MIDWAY BETWEEN VERONA AND
 KV0112'SYLVAN AVENUES, AT THE ERIE RAILROAD OVERHEAD CROSSING, IN THE
 KV0112'NORTHWEST CORNER OF THE WEST ABUTMENT, 18 FEET WEST OF THE WEST
 KV0112'CURB OF BROADWAY, AND ABOUT 5 FEET HIGHER THAN THE TOP OF THE
 KV0112'CURB.  A STANDARD DISK, STAMPED 48.783 W 11 1933.  NOTE-- THE
 KV0112'DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE
 KV0112'LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKWANNA
 KV0112'RAILROAD.
 KV0112
 KV0112                          STATION RECOVERY (1979)
 KV0112
 KV0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0174 ***********************************************************************
 KV0174  DESIGNATION -  W 12 NJDT RESET 1969
 KV0174  PID         -  KV0174
 KV0174  STATE/COUNTY-  NJ/PASSAIC
 KV0174  USGS QUAD   -  PATERSON (1995)
 KV0174
 KV0174                         *CURRENT SURVEY CONTROL
 KV0174  ___________________________________________________________________
 KV0174* NAD 83(1986)-  40 53 46.     (N)    074 13 24.     (W)     SCALED    
 KV0174* NAVD 88     -        65.64   (meters)     215.4    (feet)  RESET     
 KV0174  ___________________________________________________________________
 KV0174  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KV0174
 KV0174  VERT ORDER  -  THIRD
 KV0174
 KV0174.The horizontal coordinates were scaled from a topographic map and have
 KV0174.an estimated accuracy of +/- 6 seconds.
 KV0174
 KV0174.The orthometric height was computed from unverified reset data.
 KV0174
 KV0174.The geoid height was determined by GEOID03.
 KV0174
 KV0174;                    North         East    Units  Estimated Accuracy
 KV0174;SPC NJ       -   229,050.      173,310.      MT  (+/- 180 meters Scaled)
 KV0174
 KV0174                          SUPERSEDED SURVEY CONTROL
 KV0174
 KV0174  NGVD 29 (??/??/??)   65.93   (m)          216.3    (f) RESET       3  
 KV0174
 KV0174.Superseded values are not recommended for survey control.
 KV0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0174.See file dsdata.txt to determine how the superseded data were derived.
 KV0174
 KV0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL654275(NAD 83)
 KV0174_MARKER: DB = BENCH MARK DISK
 KV0174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0174_SP_SET: SIDEWALK
 KV0174_STAMPING: W 12 RESET 1969
 KV0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0174+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2004
 KV0174
 KV0174  HISTORY     - Date     Condition        Report By
 KV0174  HISTORY     - 1969     MONUMENTED       NJDT
 KV0174  HISTORY     - 1970     GOOD             NGS
 KV0174  HISTORY     - 20040722 GOOD             GEOCAC
 KV0174
 KV0174                          STATION DESCRIPTION
 KV0174
 KV0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KV0174'AT TOTOWA.
 KV0174'AT TOTOWA, 262 FEET SOUTH OF THE INTERSECTION OF STATE HIGHWAY
 KV0174'62 AND INTERSTATE ROUTE 80, 1257 FEET NORTH ALONG STATE HIGHWAY
 KV0174'62 FROM THE INTERSECTION OF STATE HIGHWAY 46 AND SET IN THE TOP
 KV0174'OF THE NORTHEAST END OF THE SIDEWALK OF THE ERIE-LACKAWANNA
 KV0174'RAILROAD OVERPASS.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN
 KV0174'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD
 KV0174'IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV0174
 KV0174                          STATION RECOVERY (2004)
 KV0174
 KV0174'RECOVERY NOTE BY GEOCACHING 2004 (DH)
 KV0174'GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0708 ***********************************************************************
 LY0708  DESIGNATION -  W 13
 LY0708  PID         -  LY0708
 LY0708  STATE/COUNTY-  NJ/SUSSEX
 LY0708  USGS QUAD   -  HAMBURG (1976)
 LY0708
 LY0708                         *CURRENT SURVEY CONTROL
 LY0708  ___________________________________________________________________
 LY0708* NAD 83(1986)-  41 10 23.     (N)    074 35 03.     (W)     SCALED    
 LY0708* NAVD 88     -       120.477  (meters)     395.26   (feet)  ADJUSTED  
 LY0708  ___________________________________________________________________
 LY0708  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LY0708  DYNAMIC HT  -         120.427 (meters)     395.10  (feet)  COMP
 LY0708  MODELED GRAV-     980,204.1   (mgal)                       NAVD 88
 LY0708
 LY0708  VERT ORDER  -  FIRST     CLASS II
 LY0708
 LY0708.The horizontal coordinates were scaled from a topographic map and have
 LY0708.an estimated accuracy of +/- 6 seconds.
 LY0708
 LY0708.The orthometric height was determined by differential leveling
 LY0708.and adjusted by the National Geodetic Survey in June 1991..
 LY0708
 LY0708.The geoid height was determined by GEOID03.
 LY0708
 LY0708.The dynamic height is computed by dividing the NAVD 88
 LY0708.geopotential number by the normal gravity value computed on the
 LY0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0708.degrees latitude (g = 980.6199 gals.).
 LY0708
 LY0708.The modeled gravity was interpolated from observed gravity values.
 LY0708
 LY0708;                    North         East    Units  Estimated Accuracy
 LY0708;SPC NJ       -   259,770.      142,940.      MT  (+/- 180 meters Scaled)
 LY0708
 LY0708                          SUPERSEDED SURVEY CONTROL
 LY0708
 LY0708  NGVD 29 (??/??/92)  120.678  (m)          395.92   (f) ADJ UNCH    1 2
 LY0708
 LY0708.Superseded values are not recommended for survey control.
 LY0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0708.See file dsdata.txt to determine how the superseded data were derived.
 LY0708
 LY0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL348580(NAD 83)
 LY0708_MARKER: DB = BENCH MARK DISK
 LY0708_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0708_SP_SET: BRIDGE
 LY0708_STAMPING: 395.924 W 13 1933
 LY0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0708
 LY0708  HISTORY     - Date     Condition        Report By
 LY0708  HISTORY     - 1933     MONUMENTED       CGS
 LY0708  HISTORY     - 1934     GOOD             NGS
 LY0708
 LY0708                          STATION DESCRIPTION
 LY0708
 LY0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0708'1.5 MI N FROM HAMBURG.
 LY0708'1-1/2 MILES NORTH ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0708'RAILROAD FROM THE STATION AT HAMBURG, ABOUT 1/3 MILE NORTH OF
 LY0708'THE CROSSING OF STATE HIGHWAY 23, 20 FEET EAST OF THE EAST
 LY0708'BANK OF WALKILL RIVER, AT BRIDGE 63.64, IN THE TOP OF THE
 LY0708'SOUTH CONCRETE BRIDGE SEAT, AT THE WEST END, AND 4-3/4 FEET
 LY0708'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 LY0708'395.924 W 13 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0735 ***********************************************************************
 LY0735  DESIGNATION -  W 14
 LY0735  PID         -  LY0735
 LY0735  STATE/COUNTY-  NJ/SUSSEX
 LY0735  USGS QUAD   -  NEWTON EAST (1971)
 LY0735
 LY0735                         *CURRENT SURVEY CONTROL
 LY0735  ___________________________________________________________________
 LY0735* NAD 83(1986)-  41 03 29.     (N)    074 41 06.     (W)     SCALED    
 LY0735* NAVD 88     -       172.969  (meters)     567.48   (feet)  ADJUSTED  
 LY0735  ___________________________________________________________________
 LY0735  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LY0735  DYNAMIC HT  -         172.893 (meters)     567.23  (feet)  COMP
 LY0735  MODELED GRAV-     980,180.1   (mgal)                       NAVD 88
 LY0735
 LY0735  VERT ORDER  -  SECOND    CLASS 0
 LY0735
 LY0735.The horizontal coordinates were scaled from a topographic map and have
 LY0735.an estimated accuracy of +/- 6 seconds.
 LY0735
 LY0735.The orthometric height was determined by differential leveling
 LY0735.and adjusted by the National Geodetic Survey in June 1991..
 LY0735
 LY0735.The geoid height was determined by GEOID03.
 LY0735
 LY0735.The dynamic height is computed by dividing the NAVD 88
 LY0735.geopotential number by the normal gravity value computed on the
 LY0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0735.degrees latitude (g = 980.6199 gals.).
 LY0735
 LY0735.The modeled gravity was interpolated from observed gravity values.
 LY0735
 LY0735;                    North         East    Units  Estimated Accuracy
 LY0735;SPC NJ       -   247,010.      134,450.      MT  (+/- 180 meters Scaled)
 LY0735
 LY0735                          SUPERSEDED SURVEY CONTROL
 LY0735
 LY0735  NGVD 29 (??/??/92)  173.175  (m)          568.16   (f) ADJ UNCH    2 0
 LY0735
 LY0735.Superseded values are not recommended for survey control.
 LY0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0735.See file dsdata.txt to determine how the superseded data were derived.
 LY0735
 LY0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL264452(NAD 83)
 LY0735_MARKER: DB = BENCH MARK DISK
 LY0735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0735_SP_SET: SIGNAL CONC BASE
 LY0735_STAMPING: W 14 1933 568.158
 LY0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0735
 LY0735  HISTORY     - Date     Condition        Report By
 LY0735  HISTORY     - 1933     MONUMENTED       CGS
 LY0735  HISTORY     - 1942     GOOD             NGS
 LY0735  HISTORY     - 20060604 MARK NOT FOUND   GEOCAC
 LY0735
 LY0735                          STATION DESCRIPTION
 LY0735
 LY0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0735'0.8 MI SW FROM SPARTA JUNCTION.
 LY0735'0.8 MILE SOUTHWEST ALONG THE LEHIGH AND HUDSON RIVER RAILWAY FROM
 LY0735'SPARTA JUNCTION, SUSSEX COUNTY, 40 RAILS SOUTH OF A GRADE
 LY0735'CROSSING WEST OF A LARGE ROCK QUARRY AND LIMEKILN, AT AUTOMATIC
 LY0735'SIGNAL TOWER 43.8, IN THE TOP OF THE NORTHEAST CORNER OF THE
 LY0735'CONCRETE BASE, 4 YARDS EAST OF THE CENTERLINE OF THE TRACK, AND
 LY0735'ABOUT 1 FOOT LOWER THAN THE TRACK.
 LY0735
 LY0735                          STATION RECOVERY (2006)
 LY0735
 LY0735'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0735'SIGNAL BASE AT THIS LOCATION IS A FEW FEET ABOVE TRACK LEVEL AND HAS
 LY0735'NO DISK.  THIS BASE IS PROBABLY NEWER THAN, AND HAS PROBABLY REPLACED,
 LY0735'BASE WHERE DISK WAS.  UNABLE TO LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1208 ***********************************************************************
 KV1208  DESIGNATION -  W 15
 KV1208  PID         -  KV1208
 KV1208  STATE/COUNTY-  NJ/HUNTERDON
 KV1208  USGS QUAD   -  HIGH BRIDGE (1970)
 KV1208
 KV1208                         *CURRENT SURVEY CONTROL
 KV1208  ___________________________________________________________________
 KV1208* NAD 83(1986)-  40 42 14.     (N)    074 57 53.     (W)     SCALED    
 KV1208* NAVD 88     -       151.806  (meters)     498.05   (feet)  ADJUSTED  
 KV1208  ___________________________________________________________________
 KV1208  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KV1208  DYNAMIC HT  -         151.735 (meters)     497.82  (feet)  COMP
 KV1208  MODELED GRAV-     980,153.7   (mgal)                       NAVD 88
 KV1208
 KV1208  VERT ORDER  -  FIRST     CLASS II
 KV1208
 KV1208.The horizontal coordinates were scaled from a topographic map and have
 KV1208.an estimated accuracy of +/- 6 seconds.
 KV1208
 KV1208.The orthometric height was determined by differential leveling
 KV1208.and adjusted by the National Geodetic Survey in June 1991..
 KV1208
 KV1208.The geoid height was determined by GEOID03.
 KV1208
 KV1208.The dynamic height is computed by dividing the NAVD 88
 KV1208.geopotential number by the normal gravity value computed on the
 KV1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1208.degrees latitude (g = 980.6199 gals.).
 KV1208
 KV1208.The modeled gravity was interpolated from observed gravity values.
 KV1208
 KV1208;                    North         East    Units  Estimated Accuracy
 KV1208;SPC NJ       -   207,770.      110,730.      MT  (+/- 180 meters Scaled)
 KV1208
 KV1208                          SUPERSEDED SURVEY CONTROL
 KV1208
 KV1208  NGVD 29 (??/??/??)  152.036  (m)          498.80   (f) ADJUSTED    1 2
 KV1208
 KV1208.Superseded values are not recommended for survey control.
 KV1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1208.See file dsdata.txt to determine how the superseded data were derived.
 KV1208
 KV1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL029058(NAD 83)
 KV1208_MARKER: DB = BENCH MARK DISK
 KV1208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1208_SP_SET: SIGNAL TOWER WALL
 KV1208_STAMPING: W 15 1933
 KV1208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1208
 KV1208  HISTORY     - Date     Condition        Report By
 KV1208  HISTORY     - 1933     MONUMENTED       CGS
 KV1208  HISTORY     - 1934     GOOD             CGS
 KV1208  HISTORY     - 1942     GOOD             CGS
 KV1208
 KV1208                          STATION DESCRIPTION
 KV1208
 KV1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV1208'0.8 MI W FROM HAMPTON.
 KV1208'0.8 MILE WEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE
 KV1208'STATION AT HAMPTON, HUNTERDON COUNTY, AT AUTOMATIC SIGNAL
 KV1208'TOWER 57.2 AT THE END OF A COAL YARD, IN THE NORTH FACE OF THE
 KV1208'MASONRY RETAINING WALL, 10 FEET SOUTH OF THE SOUTH RAIL, AND
 KV1208'ABOUT 2 FEET HIGHER THAN THE TRACK.
 KV1208
 KV1208                          STATION RECOVERY (1942)
 KV1208
 KV1208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 KV1208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0269 ***********************************************************************
 KV0269  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0269  DESIGNATION -  W 16
 KV0269  PID         -  KV0269
 KV0269  STATE/COUNTY-  NJ/HUDSON
 KV0269  USGS QUAD   -  JERSEY CITY (1981)
 KV0269
 KV0269                         *CURRENT SURVEY CONTROL
 KV0269  ___________________________________________________________________
 KV0269* NAD 83(1986)-  40 43 49.     (N)    074 06 33.     (W)     SCALED    
 KV0269* NAVD 88     -         5.181  (meters)      17.00   (feet)  ADJUSTED  
 KV0269  ___________________________________________________________________
 KV0269  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KV0269  DYNAMIC HT  -           5.179 (meters)      16.99  (feet)  COMP
 KV0269  MODELED GRAV-     980,234.9   (mgal)                       NAVD 88
 KV0269
 KV0269  VERT ORDER  -  FIRST     CLASS I
 KV0269
 KV0269.The horizontal coordinates were scaled from a topographic map and have
 KV0269.an estimated accuracy of +/- 6 seconds.
 KV0269
 KV0269.The orthometric height was determined by differential leveling
 KV0269.and adjusted by the National Geodetic Survey in June 1991..
 KV0269.WARNING-Repeat measurements at this control monument indicate possible
 KV0269.vertical movement.
 KV0269
 KV0269.This Tidal Bench Mark is designated as VM 2489
 KV0269.by the Center for Operational Oceanographic Products and Services.
 KV0269
 KV0269.The geoid height was determined by GEOID03.
 KV0269
 KV0269.The dynamic height is computed by dividing the NAVD 88
 KV0269.geopotential number by the normal gravity value computed on the
 KV0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0269.degrees latitude (g = 980.6199 gals.).
 KV0269
 KV0269.The modeled gravity was interpolated from observed gravity values.
 KV0269
 KV0269;                    North         East    Units  Estimated Accuracy
 KV0269;SPC NJ       -   210,670.      183,010.      MT  (+/- 180 meters Scaled)
 KV0269
 KV0269                          SUPERSEDED SURVEY CONTROL
 KV0269
 KV0269  NGVD 29 (04/16/92)    5.530  (m)           18.14   (f) ADJUSTED    1 1
 KV0269
 KV0269.Superseded values are not recommended for survey control.
 KV0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0269.See file dsdata.txt to determine how the superseded data were derived.
 KV0269
 KV0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL752091(NAD 83)
 KV0269_MARKER: DB = BENCH MARK DISK
 KV0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0269_SP_SET: PILLAR
 KV0269_STAMPING: W 16 1934
 KV0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0269
 KV0269  HISTORY     - Date     Condition        Report By
 KV0269  HISTORY     - 1934     MONUMENTED       CGS
 KV0269  HISTORY     - 1952     GOOD             CGS
 KV0269  HISTORY     - 1972     GOOD             NGS
 KV0269
 KV0269                          STATION DESCRIPTION
 KV0269
 KV0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0269'AT KEARNY.
 KV0269'AT KEARNY, ALONG STATE HIGHWAY 25 (OLD LINCOLN HIGHWAY), ABOUT 0.3
 KV0269'MILE SOUTHEAST OF SOUTHEAST END OF HIGHWAY 25 OVER PASSIAC RIVER,
 KV0269'SET VERTICALLY IN THE SOUTHWEST FACE OF THE PILLAR THAT IS BETWEEN
 KV0269'THE TWO SOUTHEAST DOORS ON SOUTHWEST SIDE OF POLICE AND FIRE
 KV0269'STATION, AND ABOUT 5 FEET ABOVE LEVEL OF HIGHWAY.
 KV0269
 KV0269                          STATION RECOVERY (1972)
 KV0269
 KV0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KV0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1227 ***********************************************************************
 KV1227  DESIGNATION -  W 18
 KV1227  PID         -  KV1227
 KV1227  STATE/COUNTY-  NJ/MORRIS
 KV1227  USGS QUAD   -  DOVER (1981)
 KV1227
 KV1227                         *CURRENT SURVEY CONTROL
 KV1227  ___________________________________________________________________
 KV1227* NAD 83(1986)-  40 53 04.     (N)    074 33 52.     (W)     SCALED    
 KV1227* NAVD 88     -       177.991  (meters)     583.96   (feet)  ADJUSTED  
 KV1227  ___________________________________________________________________
 KV1227  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KV1227  DYNAMIC HT  -         177.911 (meters)     583.70  (feet)  COMP
 KV1227  MODELED GRAV-     980,172.2   (mgal)                       NAVD 88
 KV1227
 KV1227  VERT ORDER  -  SECOND    CLASS 0
 KV1227
 KV1227.The horizontal coordinates were scaled from a topographic map and have
 KV1227.an estimated accuracy of +/- 6 seconds.
 KV1227
 KV1227.The orthometric height was determined by differential leveling
 KV1227.and adjusted by the National Geodetic Survey in June 1991..
 KV1227
 KV1227.The geoid height was determined by GEOID03.
 KV1227
 KV1227.The dynamic height is computed by dividing the NAVD 88
 KV1227.geopotential number by the normal gravity value computed on the
 KV1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1227.degrees latitude (g = 980.6199 gals.).
 KV1227
 KV1227.The modeled gravity was interpolated from observed gravity values.
 KV1227
 KV1227;                    North         East    Units  Estimated Accuracy
 KV1227;SPC NJ       -   227,720.      144,570.      MT  (+/- 180 meters Scaled)
 KV1227
 KV1227                          SUPERSEDED SURVEY CONTROL
 KV1227
 KV1227  NGVD 29 (??/??/??)  178.230  (m)          584.74   (f) ADJUSTED    2 0
 KV1227
 KV1227.Superseded values are not recommended for survey control.
 KV1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1227.See file dsdata.txt to determine how the superseded data were derived.
 KV1227
 KV1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL366260(NAD 83)
 KV1227_MARKER: DB = BENCH MARK DISK
 KV1227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1227_SP_SET: BRIDGE
 KV1227_STAMPING: W 18 1935
 KV1227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1227
 KV1227  HISTORY     - Date     Condition        Report By
 KV1227  HISTORY     - 1935     MONUMENTED       CGS
 KV1227  HISTORY     - 20040901 GOOD             GEOCAC
 KV1227
 KV1227                          STATION DESCRIPTION
 KV1227
 KV1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1227'2.7 MI E FROM CHESTER.
 KV1227'2.7 MILES EAST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1227'RAILROAD FROM THE CROSSING OF THE CENTRAL RAILROAD CO. OF NEW
 KV1227'JERSEY TRACK AT CHESTER, MORRIS COUNTY, AT DOVER, 500 FEET
 KV1227'SOUTHEAST OF A LONG HIGHWAY VIADUCT OVER THE TRACK AND A STREAM,
 KV1227'AND IN THE TOP OF THE SOUTHEAST CORNER OF A CONCRETE BRIDGE.  A
 KV1227'STANDARD DISK, STAMPED W 18 1935.  NOTE-- THE DELAWARE, LACKAWANNA
 KV1227'AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE
 KV1227'ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV1227
 KV1227                          STATION RECOVERY (2004)
 KV1227
 KV1227'RECOVERY NOTE BY GEOCACHING 2004 (PR)
 KV1227'LOCATED ON A BRIDGE ON NJ TRANSIT MORRIS AND ESSEX LINES, IN DOVER,
 KV1227'NEW JERSEY.  BETWEEN BASSETT HIGHWAY AND WEST BLACKWELL STREETS.  DISK
 KV1227'SLIGHTLY SCRATCHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1217 ***********************************************************************
 KV1217  DESIGNATION -  W 19
 KV1217  PID         -  KV1217
 KV1217  STATE/COUNTY-  NJ/SUSSEX
 KV1217  USGS QUAD   -  STANHOPE (1981)
 KV1217
 KV1217                         *CURRENT SURVEY CONTROL
 KV1217  ___________________________________________________________________
 KV1217* NAD 83(1986)-  40 58 50.     (N)    074 44 26.     (W)     SCALED    
 KV1217* NAVD 88     -       214.576  (meters)     703.99   (feet)  ADJUSTED  
 KV1217  ___________________________________________________________________
 KV1217  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV1217  DYNAMIC HT  -         214.480 (meters)     703.67  (feet)  COMP
 KV1217  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 KV1217
 KV1217  VERT ORDER  -  SECOND    CLASS 0
 KV1217
 KV1217.The horizontal coordinates were scaled from a topographic map and have
 KV1217.an estimated accuracy of +/- 6 seconds.
 KV1217
 KV1217.The orthometric height was determined by differential leveling
 KV1217.and adjusted by the National Geodetic Survey in June 1991..
 KV1217
 KV1217.The geoid height was determined by GEOID03.
 KV1217
 KV1217.The dynamic height is computed by dividing the NAVD 88
 KV1217.geopotential number by the normal gravity value computed on the
 KV1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1217.degrees latitude (g = 980.6199 gals.).
 KV1217
 KV1217.The modeled gravity was interpolated from observed gravity values.
 KV1217
 KV1217;                    North         East    Units  Estimated Accuracy
 KV1217;SPC NJ       -   238,420.      129,760.      MT  (+/- 180 meters Scaled)
 KV1217
 KV1217                          SUPERSEDED SURVEY CONTROL
 KV1217
 KV1217  NGVD 29 (??/??/??)  214.792  (m)          704.70   (f) ADJUSTED    2 0
 KV1217
 KV1217.Superseded values are not recommended for survey control.
 KV1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1217.See file dsdata.txt to determine how the superseded data were derived.
 KV1217
 KV1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL218366(NAD 83)
 KV1217_MARKER: DB = BENCH MARK DISK
 KV1217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1217_SP_SET: STONE OF UNDERPASS
 KV1217_STAMPING: W 19 1935
 KV1217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1217+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 KV1217
 KV1217  HISTORY     - Date     Condition        Report By
 KV1217  HISTORY     - 1935     MONUMENTED       CGS
 KV1217  HISTORY     - 1972     GOOD             NGS
 KV1217  HISTORY     - 20060505 GOOD             GEOCAC
 KV1217
 KV1217                          STATION DESCRIPTION
 KV1217
 KV1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 KV1217'AT ANDOVER.
 KV1217'AT ANDOVER, AT THE DELAWARE, LAKAWANNA AND WESTERN RR CROSSING OF
 KV1217'TWO RR, ONE RUNNING E AND W, THE OTHER N AND S, AT AN UNDERPASS,
 KV1217'AND IN THE TOP OF THE NW CORNER OF THE TOPPING STONE.  NOTE-- THE
 KV1217'DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE
 KV1217'LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA
 KV1217'RAILROAD.
 KV1217
 KV1217                          STATION RECOVERY (2006)
 KV1217
 KV1217'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV1217'FOUND BY DESCRIPTION.  THE NORTH/SOUTH RAILROAD IS ABANDONED, AND IS
 KV1217'NOW THE SUSSEX BRANCH TRAIL.  THE EAST/WEST RAILROAD, THE LACKAWANNA
 KV1217'CUTOFF, IS CURRENTLY ABANDONED. THE STATION IS IN THE NORTHEAST CORNER
 KV1217'OF THE CONCRETE TOP OF THE VIADUCT, ABOUT TWENTY FEET BELOW TRACK
 KV1217'LEVEL.  HANDHELD GPS COORDINATES ARE N 40 58.845 W 074 44.446
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0986 ***********************************************************************
 KV0986  DESIGNATION -  W 2
 KV0986  PID         -  KV0986
 KV0986  STATE/COUNTY-  NJ/MERCER
 KV0986  USGS QUAD   -  PRINCETON (1981)
 KV0986
 KV0986                         *CURRENT SURVEY CONTROL
 KV0986  ___________________________________________________________________
 KV0986* NAD 83(1986)-  40 20 57.     (N)    074 39 32.     (W)     SCALED    
 KV0986* NAVD 88     -        66.305  (meters)     217.54   (feet)  POSTED    
 KV0986  ___________________________________________________________________
 KV0986  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KV0986  DYNAMIC HT  -          66.270 (meters)     217.42  (feet)  COMP
 KV0986  MODELED GRAV-     980,162.1   (mgal)                       NAVD 88
 KV0986
 KV0986  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KV0986
 KV0986.The horizontal coordinates were scaled from a topographic map and have
 KV0986.an estimated accuracy of +/- 6 seconds.
 KV0986
 KV0986.The orthometric height was determined by differential leveling
 KV0986.and adjusted by the National Geodetic Survey in 1992..
 KV0986.No vertical observational check was made to the station.
 KV0986.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KV0986.was located on a no-check spur therefore a value was not computed.
 KV0986
 KV0986.The geoid height was determined by GEOID03.
 KV0986
 KV0986.The dynamic height is computed by dividing the NAVD 88
 KV0986.geopotential number by the normal gravity value computed on the
 KV0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0986.degrees latitude (g = 980.6199 gals.).
 KV0986
 KV0986.The modeled gravity was interpolated from observed gravity values.
 KV0986
 KV0986;                    North         East    Units  Estimated Accuracy
 KV0986;SPC NJ       -   168,290.      136,500.      MT  (+/- 180 meters Scaled)
 KV0986
 KV0986                          SUPERSEDED SURVEY CONTROL
 KV0986
 KV0986  NGVD 29 (01/10/92)   66.640  (m)          218.63   (f) ADJUSTED    1 2
 KV0986
 KV0986.Superseded values are not recommended for survey control.
 KV0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0986.See file dsdata.txt to determine how the superseded data were derived.
 KV0986
 KV0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK289665(NAD 83)
 KV0986_MARKER: DB = BENCH MARK DISK
 KV0986_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0986_SP_SET: STEP CAPSTONE
 KV0986_STAMPING: W 2 1924 218.622
 KV0986_MARK LOGO: CGS   
 KV0986_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0986+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1995
 KV0986
 KV0986  HISTORY     - Date     Condition        Report By
 KV0986  HISTORY     - 1924     MONUMENTED       CGS
 KV0986  HISTORY     - 1956     GOOD             CGS
 KV0986  HISTORY     - 19900530 GOOD             NJGS
 KV0986  HISTORY     - 19911114 GOOD             NJGS
 KV0986  HISTORY     - 19950405 GOOD             NJGS
 KV0986
 KV0986                          STATION DESCRIPTION
 KV0986
 KV0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0986'AT PRINCETON.
 KV0986'AT PRINCETON, MERCER COUNTY, ON THE CAMPUS OF PRINCETON UNIVERSITY,
 KV0986'AT NASSAU HALL, AT THE MAIN ENTRANCE ON THE NORTH SIDE OF THE
 KV0986'BUILDING, IN THE CAPSTONE OF THE LANDING, 7 FEET EAST OF THE CENTER
 KV0986'OF THE LANDING, 8 INCHES FROM THE WALL, AND 2.3 FEET FROM THE
 KV0986'BASE OF THE BRONZE TIGER ON THE EAST SIDE OF THE ENTRANCE.  A
 KV0986'STANDARD DISK, STAMPED 218.622 W 2 1924.
 KV0986
 KV0986                          STATION RECOVERY (1990)
 KV0986
 KV0986'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV0986'THE STATION IS LOCATED IN THE BOROUGH OF PRINCTON, ON THE CAMPUS OF
 KV0986'PRINCETON UNIVERSITY, AT NASSAU HALL, AT THE MAIN ENTRANCE ON THE
 KV0986'NORTHSIDE OF THE BUILDING, THE DISK IS SET IN A DRILL HOLE IN THE
 KV0986'CAPSTONE OF THE STEPS LEADING TO THE ENTRANCE, 2.1 M (6.9 FT)
 KV0986'NORTHEAST OF THE CENTER OF THE DOORS, 0.7 M (2.3 FT) FROM THE BASE OF
 KV0986'THE BRONZE TIGER ON THE EAST SIDE OF THE ENTRANCE.
 KV0986
 KV0986                          STATION RECOVERY (1991)
 KV0986
 KV0986'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV0986'RECOVERED IN GOOD CONDITION.
 KV0986
 KV0986                          STATION RECOVERY (1995)
 KV0986
 KV0986'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0986'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0630 ***********************************************************************
 JU0630  DESIGNATION -  W 20
 JU0630  PID         -  JU0630
 JU0630  STATE/COUNTY-  NJ/BURLINGTON
 JU0630  USGS QUAD   -  BROWNS MILLS (1997)
 JU0630
 JU0630                         *CURRENT SURVEY CONTROL
 JU0630  ___________________________________________________________________
 JU0630* NAD 83(1986)-  39 56 06.     (N)    074 31 30.     (W)     SCALED    
 JU0630* NAVD 88     -        27.849  (meters)      91.37   (feet)  ADJUSTED  
 JU0630  ___________________________________________________________________
 JU0630  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JU0630  DYNAMIC HT  -          27.837 (meters)      91.33  (feet)  COMP
 JU0630  MODELED GRAV-     980,173.5   (mgal)                       NAVD 88
 JU0630
 JU0630  VERT ORDER  -  SECOND    CLASS 0
 JU0630
 JU0630.The horizontal coordinates were scaled from a topographic map and have
 JU0630.an estimated accuracy of +/- 6 seconds.
 JU0630
 JU0630.The orthometric height was determined by differential leveling
 JU0630.and adjusted by the National Geodetic Survey in June 1991..
 JU0630
 JU0630.The geoid height was determined by GEOID03.
 JU0630
 JU0630.The dynamic height is computed by dividing the NAVD 88
 JU0630.geopotential number by the normal gravity value computed on the
 JU0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0630.degrees latitude (g = 980.6199 gals.).
 JU0630
 JU0630.The modeled gravity was interpolated from observed gravity values.
 JU0630
 JU0630;                    North         East    Units  Estimated Accuracy
 JU0630;SPC NJ       -   122,300.      147,860.      MT  (+/- 180 meters Scaled)
 JU0630
 JU0630                          SUPERSEDED SURVEY CONTROL
 JU0630
 JU0630  NGVD 29 (??/??/??)   28.236  (m)           92.64   (f) ADJUSTED    2 0
 JU0630
 JU0630.Superseded values are not recommended for survey control.
 JU0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0630.See file dsdata.txt to determine how the superseded data were derived.
 JU0630
 JU0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK405206(NAD 83)
 JU0630_MARKER: DB = BENCH MARK DISK
 JU0630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0630_SP_SET: CONCRETE BASE
 JU0630_STAMPING: W 20 1935
 JU0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0630
 JU0630  HISTORY     - Date     Condition        Report By
 JU0630  HISTORY     - 1935     MONUMENTED       CGS
 JU0630  HISTORY     - 1947     GOOD             CGS
 JU0630  HISTORY     - 19950303 MARK NOT FOUND   NJGS
 JU0630
 JU0630                          STATION DESCRIPTION
 JU0630
 JU0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0630'8.1 MI W FROM WHITINGS.
 JU0630'IN BURLINGTON COUNTY, ABOUT 8.1 MILES WEST ALONG THE PENNSYLVANIA
 JU0630'RAILROAD FROM THE STATION AT WHITINGS, OCEAN COUNTY, AT UPTON,
 JU0630'ABOUT 0.1 MILE EAST OF AN OLD ABANDONED MILL STATION, ABOUT 9
 JU0630'RAILS WEST OF AN OVERPASS OF STATE HIGHWAY 40, AT A SIGNAL MAST
 JU0630'NORTH OF THE TRACK, AND IN THE TOP OF THE CONCRETE BASE.  A
 JU0630'STANDARD DISK, STAMPED W 20 1935.
 JU0630
 JU0630                          STATION RECOVERY (1947)
 JU0630
 JU0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JU0630'RECOVERED IN GOOD CONDITION.
 JU0630
 JU0630                          STATION RECOVERY (1995)
 JU0630
 JU0630'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0630'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A HALF HOUR
 JU0630'SEARCH BY A TWO MAN PARTY.  CONSIDERABLE IMPROVEMENTS HAVE BEEN MADE
 JU0630'TO THE AREA SINCE THE LAST RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0618 ***********************************************************************
 JU0618  DESIGNATION -  W 21
 JU0618  PID         -  JU0618
 JU0618  STATE/COUNTY-  NJ/GLOUCESTER
 JU0618  USGS QUAD   -  BUENA (1970)
 JU0618
 JU0618                         *CURRENT SURVEY CONTROL
 JU0618  ___________________________________________________________________
 JU0618* NAD 83(1986)-  39 36 21.     (N)    074 53 22.     (W)     SCALED    
 JU0618* NAVD 88     -        23.447  (meters)      76.93   (feet)  ADJUSTED  
 JU0618  ___________________________________________________________________
 JU0618  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JU0618  DYNAMIC HT  -          23.435 (meters)      76.89  (feet)  COMP
 JU0618  MODELED GRAV-     980,123.2   (mgal)                       NAVD 88
 JU0618
 JU0618  VERT ORDER  -  SECOND    CLASS 0
 JU0618
 JU0618.The horizontal coordinates were scaled from a topographic map and have
 JU0618.an estimated accuracy of +/- 6 seconds.
 JU0618
 JU0618.The orthometric height was determined by differential leveling
 JU0618.and adjusted by the National Geodetic Survey in June 1991..
 JU0618
 JU0618.The geoid height was determined by GEOID03.
 JU0618
 JU0618.The dynamic height is computed by dividing the NAVD 88
 JU0618.geopotential number by the normal gravity value computed on the
 JU0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0618.degrees latitude (g = 980.6199 gals.).
 JU0618
 JU0618.The modeled gravity was interpolated from observed gravity values.
 JU0618
 JU0618;                    North         East    Units  Estimated Accuracy
 JU0618;SPC NJ       -    85,830.      116,560.      MT  (+/- 180 meters Scaled)
 JU0618
 JU0618                          SUPERSEDED SURVEY CONTROL
 JU0618
 JU0618  NGVD 29 (??/??/??)   23.820  (m)           78.15   (f) ADJUSTED    2 0
 JU0618
 JU0618.Superseded values are not recommended for survey control.
 JU0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0618.See file dsdata.txt to determine how the superseded data were derived.
 JU0618
 JU0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ094840(NAD 83)
 JU0618_MARKER: DB = BENCH MARK DISK
 JU0618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0618_SP_SET: CONC BASE RR XING ALARM CONTRO
 JU0618_STAMPING: W 21 1935
 JU0618_MARK LOGO: CGS   
 JU0618_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0618+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1992
 JU0618
 JU0618  HISTORY     - Date     Condition        Report By
 JU0618  HISTORY     - 1935     MONUMENTED       CGS
 JU0618  HISTORY     - 1936     GOOD             CGS
 JU0618  HISTORY     - 19921201 SEE DESCRIPTION  NJGS
 JU0618
 JU0618                          STATION DESCRIPTION
 JU0618
 JU0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0618'4.6 MI SW FROM WINSLOW JUNCTION.
 JU0618'IN GLOUCESTER COUNTY, ABOUT 4.6 MILES SOUTHWEST ALONG THE CENTRAL
 JU0618'RAILROAD OF NEW JERSEY FROM THE STATION AT WINSLOW JUNCTION,
 JU0618'CAMDEN COUNTY, AT THE CROSSING OF STATE HIGHWAY 42, SOUTH OF THE
 JU0618'TRACK AND EAST OF THE HIGHWAY, AT A CONCRETE ELECTRIC-ALARM
 JU0618'CONTROL BOX, AND IN THE TOP OF THE BASE.  A STANDARD DISK, STAMPED
 JU0618'W 21 1935.
 JU0618
 JU0618                          STATION RECOVERY (1936)
 JU0618
 JU0618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 JU0618'RECOVERED IN GOOD CONDITION.
 JU0618
 JU0618                          STATION RECOVERY (1992)
 JU0618
 JU0618'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 JU0618'NEITHER THE STATION NOR THE CROSSING ALARM CONTOL BOX OR FOUNDATION
 JU0618'WERE FOUND AND CAN BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1579 ***********************************************************************
 KV1579  DESIGNATION -  W 22
 KV1579  PID         -  KV1579
 KV1579  STATE/COUNTY-  NJ/WARREN
 KV1579  USGS QUAD   -  EASTON (1994)
 KV1579
 KV1579                         *CURRENT SURVEY CONTROL
 KV1579  ___________________________________________________________________
 KV1579* NAD 83(1986)-  40 43 28.     (N)    075 09 31.     (W)     SCALED    
 KV1579* NAVD 88     -       129.790  (meters)     425.82   (feet)  ADJUSTED  
 KV1579  ___________________________________________________________________
 KV1579  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KV1579  DYNAMIC HT  -         129.729 (meters)     425.62  (feet)  COMP
 KV1579  MODELED GRAV-     980,153.1   (mgal)                       NAVD 88
 KV1579
 KV1579  VERT ORDER  -  SECOND    CLASS 0
 KV1579
 KV1579.The horizontal coordinates were scaled from a topographic map and have
 KV1579.an estimated accuracy of +/- 6 seconds.
 KV1579
 KV1579.The orthometric height was determined by differential leveling
 KV1579.and adjusted by the National Geodetic Survey in June 1991..
 KV1579
 KV1579.The geoid height was determined by GEOID03.
 KV1579
 KV1579.The dynamic height is computed by dividing the NAVD 88
 KV1579.geopotential number by the normal gravity value computed on the
 KV1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1579.degrees latitude (g = 980.6199 gals.).
 KV1579
 KV1579.The modeled gravity was interpolated from observed gravity values.
 KV1579
 KV1579;                    North         East    Units  Estimated Accuracy
 KV1579;SPC NJ       -   210,160.       94,360.      MT  (+/- 180 meters Scaled)
 KV1579
 KV1579                          SUPERSEDED SURVEY CONTROL
 KV1579
 KV1579  NGVD 29 (??/??/??)  130.011  (m)          426.54   (f) ADJUSTED    2 0
 KV1579
 KV1579.Superseded values are not recommended for survey control.
 KV1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1579.See file dsdata.txt to determine how the superseded data were derived.
 KV1579
 KV1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL866081(NAD 83)
 KV1579_MARKER: DB = BENCH MARK DISK
 KV1579_SETTING: 0 = UNSPECIFIED SETTING
 KV1579_STAMPING: W 22 1942
 KV1579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1579
 KV1579  HISTORY     - Date     Condition        Report By
 KV1579  HISTORY     - 1942     MONUMENTED       CGS
 KV1579  HISTORY     - 1956     MARK NOT FOUND   CGS
 KV1579
 KV1579                          STATION DESCRIPTION
 KV1579
 KV1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1579'3.2 MI NE FROM PHILLIPSBURG.
 KV1579'3.2 MILES NORTHEAST ALONG THE BELVIDERE TURNPIKE FROM THE POST
 KV1579'OFFICE AT PHILLIPSBURG, WARREN COUNTY, 48 FEET NORTH OF THE
 KV1579'CENTER OF THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, 36.2
 KV1579'FEET NORTHWEST OF THE CENTERLINE OF THE TURNPIKE, 26.3 FEET
 KV1579'EAST OF THE CENTERLINE OF THE ROAD, 64 FEET WEST ACROSS THE
 KV1579'TURNPIKE FROM A BLAZED TREE, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1320 ***********************************************************************
 KV1320  DESIGNATION -  W 23
 KV1320  PID         -  KV1320
 KV1320  STATE/COUNTY-  NJ/HUNTERDON
 KV1320  USGS QUAD   -  HIGH BRIDGE (1970)
 KV1320
 KV1320                         *CURRENT SURVEY CONTROL
 KV1320  ___________________________________________________________________
 KV1320* NAD 83(1986)-  40 41 13.     (N)    074 52 48.     (W)     SCALED    
 KV1320* NAVD 88     -       125.312  (meters)     411.13   (feet)  ADJUSTED  
 KV1320  ___________________________________________________________________
 KV1320  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KV1320  DYNAMIC HT  -         125.254 (meters)     410.94  (feet)  COMP
 KV1320  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 KV1320
 KV1320  VERT ORDER  -  SECOND    CLASS 0
 KV1320
 KV1320.The horizontal coordinates were scaled from a topographic map and have
 KV1320.an estimated accuracy of +/- 6 seconds.
 KV1320
 KV1320.The orthometric height was determined by differential leveling
 KV1320.and adjusted by the National Geodetic Survey in June 1991..
 KV1320
 KV1320.The geoid height was determined by GEOID03.
 KV1320
 KV1320.The dynamic height is computed by dividing the NAVD 88
 KV1320.geopotential number by the normal gravity value computed on the
 KV1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1320.degrees latitude (g = 980.6199 gals.).
 KV1320
 KV1320.The modeled gravity was interpolated from observed gravity values.
 KV1320
 KV1320;                    North         East    Units  Estimated Accuracy
 KV1320;SPC NJ       -   205,860.      117,880.      MT  (+/- 180 meters Scaled)
 KV1320
 KV1320                          SUPERSEDED SURVEY CONTROL
 KV1320
 KV1320  NGVD 29 (??/??/??)  125.547  (m)          411.90   (f) ADJUSTED    2 0
 KV1320
 KV1320.Superseded values are not recommended for survey control.
 KV1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1320.See file dsdata.txt to determine how the superseded data were derived.
 KV1320
 KV1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL101040(NAD 83)
 KV1320_MARKER: DB = BENCH MARK DISK
 KV1320_SETTING: 80 = SET IN A BOULDER
 KV1320_SP_SET: BOULDER
 KV1320_STAMPING: W 23 1942
 KV1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1320+STABILITY: SURFACE MOTION
 KV1320
 KV1320  HISTORY     - Date     Condition        Report By
 KV1320  HISTORY     - 1942     MONUMENTED       CGS
 KV1320  HISTORY     - 1954     MARK NOT FOUND   USGS
 KV1320
 KV1320                          STATION DESCRIPTION
 KV1320
 KV1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1320'2 MI NE FROM HIGH BRIDGE.
 KV1320'2.0 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 KV1320'THE STATION AT HIGH BRIDGE, HUNTERDON COUNTY, 63.5 FEET
 KV1320'NORTHWEST OF MILEPOST 2, 62.2 FEET SOUTH OF A POLE, 7.9 FEET
 KV1320'SOUTHWEST OF THE CENTERLINE OF THE TRACK, ABOUT 1 FOOT HIGHER
 KV1320'THAN THE TRACK.
 KV1320
 KV1320                          STATION RECOVERY (1954)
 KV1320
 KV1320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KV1320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1302 ***********************************************************************
 KV1302  DESIGNATION -  W 24
 KV1302  PID         -  KV1302
 KV1302  STATE/COUNTY-  NJ/MORRIS
 KV1302  USGS QUAD   -  CHESTER (1981)
 KV1302
 KV1302                         *CURRENT SURVEY CONTROL
 KV1302  ___________________________________________________________________
 KV1302* NAD 83(1996)-  40 46 02.77725(N)    074 41 30.85456(W)     ADJUSTED  
 KV1302* NAVD 88     -       228.442  (meters)     749.48   (feet)  ADJUSTED  
 KV1302  ___________________________________________________________________
 KV1302  X           -   1,277,182.944 (meters)                     COMP
 KV1302  Y           -  -4,666,004.047 (meters)                     COMP
 KV1302  Z           -   4,143,025.037 (meters)                     COMP
 KV1302  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 KV1302  ELLIP HEIGHT-         195.39  (meters)          (10/23/02) GPS OBS
 KV1302  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KV1302  DYNAMIC HT  -         228.337 (meters)     749.14  (feet)  COMP
 KV1302  MODELED GRAV-     980,158.9   (mgal)                       NAVD 88
 KV1302
 KV1302  HORZ ORDER  -  SECOND
 KV1302  VERT ORDER  -  SECOND    CLASS 0
 KV1302  ELLP ORDER  -  FOURTH    CLASS I
 KV1302
 KV1302.The horizontal coordinates were established by GPS observations
 KV1302.and adjusted by the National Geodetic Survey in May 1999..
 KV1302
 KV1302.The orthometric height was determined by differential leveling
 KV1302.and adjusted by the National Geodetic Survey in June 1991..
 KV1302
 KV1302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1302
 KV1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1302
 KV1302.The ellipsoidal height was determined by GPS observations
 KV1302.and is referenced to NAD 83.
 KV1302
 KV1302.The geoid height was determined by GEOID03.
 KV1302
 KV1302.The dynamic height is computed by dividing the NAVD 88
 KV1302.geopotential number by the normal gravity value computed on the
 KV1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1302.degrees latitude (g = 980.6199 gals.).
 KV1302
 KV1302.The modeled gravity was interpolated from observed gravity values.
 KV1302
 KV1302;                    North         East     Units Scale Factor Converg.
 KV1302;SPC NJ       -   214,741.481   133,799.116   MT  0.99990323   -0 07 31.1
 KV1302;SPC NJ       -   704,531.01    438,972.60   sFT  0.99990323   -0 07 31.1
 KV1302;UTM  18      - 4,512,986.661   526,002.222   MT  0.99960832   +0 12 04.3
 KV1302
 KV1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1302!SPC NJ       -   0.99996935  x   0.99990323  =   0.99987258
 KV1302!UTM  18      -   0.99996935  x   0.99960832  =   0.99957768
 KV1302
 KV1302                          SUPERSEDED SURVEY CONTROL
 KV1302
 KV1302  ELLIP H (05/14/99)  195.41   (m)                       GP(       ) 4 1
 KV1302  NAD 83(1986)-  40 46 02.77571(N)    074 41 30.85523(W) AD(       ) 2
 KV1302  NGVD 29 (??/??/??)  228.674  (m)          750.24   (f) ADJUSTED    2 0
 KV1302
 KV1302.Superseded values are not recommended for survey control.
 KV1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1302.See file dsdata.txt to determine how the superseded data were derived.
 KV1302
 KV1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2600212987(NAD 83)
 KV1302_MARKER: DB = BENCH MARK DISK
 KV1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1302_SP_SET: CONCRETE POST
 KV1302_STAMPING: W 24 1942
 KV1302_MARK LOGO: CGS   
 KV1302_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1302+STABILITY: SURFACE MOTION
 KV1302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1302+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005
 KV1302
 KV1302  HISTORY     - Date     Condition        Report By
 KV1302  HISTORY     - 1942     MONUMENTED       CGS
 KV1302  HISTORY     - 1950     GOOD             CGS
 KV1302  HISTORY     - 1985     GOOD             USPSQD
 KV1302  HISTORY     - 19900102 GOOD             NJGS
 KV1302  HISTORY     - 20050527 GOOD             SURSAT
 KV1302
 KV1302                          STATION DESCRIPTION
 KV1302
 KV1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KV1302'1.2 MI S FROM CHESTER.
 KV1302'1.2 MILE SOUTH ALONG STATE HIGHWAY 31 FROM THE INTERSECTION OF
 KV1302'STATE HIGHWAY 24 AT CHESTER, MORRIS COUNTY, 87.7 FEET SOUTHWEST
 KV1302'OF A 6 FOOT CONCRETE BOX CULVERT, 38.3 FEET WEST OF THE CENTERLINE
 KV1302'OF THE HIGHWAY, 29.2 FEET NORTH OF A CONCRETE CULVERT, 2 FEET
 KV1302'WEST OF A WIRE FENCE PARALLELING THE HIGHWAY, AND ABOUT LEVEL WITH
 KV1302'THE HIGHWAY.
 KV1302
 KV1302                          STATION RECOVERY (1985)
 KV1302
 KV1302'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV1302'1.2 MILES SOUTH ALONG U.S. HWY. 206 (FORMERLY STATE HWY. 31) FROM THE
 KV1302'INTERSECTION OF STATE HWY. 24 AT CHESTER. BOTH CULVERTS MENTIONED IN
 KV1302'THE PREVIOUS DESCRIPTION WERE FOUND AND SERVE AS GOOD REFERNCE POINTS
 KV1302'FOR LOCATING THE MARK WHICH IS 6 INCHES ABOVE GROUND LEVEL.
 KV1302
 KV1302                          STATION RECOVERY (1990)
 KV1302
 KV1302'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV1302'THE STATION IS LOCATED IN CHESTER TOWNSHIP, ON THE WEST SIDE OF
 KV1302'U.S.HIGHWAY 206.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 KV1302'HIGHWAY 206 AND STATE ROUTE 24, IN CHESTER, GO 2.08 KM (1.29 MI)
 KV1302'SOUTH ON ROUTE 206 TO THE STATION ON THE RIGHT.  THE STATION IS ALSO,
 KV1302'0.48 KM (0.30 MI) NORTH ON ROUTE 206 FROM ITS JUNCTION WITH OLD
 KV1302'CHESTER ROAD.  THE STATION IS 26.8 M (87.93 FT) SOUTH SOUTHWEST OF
 KV1302'THE CENTER OF A CONCRETE BOX CULVERT, STRUCTURE NUMBER 1417 151,
 KV1302'MILEPOST 85.94, 50.2 M (164.70 FT) SOUTH SOUTHWEST OF A SIGN,
 KV1302'MILEPOST 86, 11.4 M (37.40 FT) SOUTHWEST OF THE SOUTH END OF A GUIDE
 KV1302'RAIL ON THE SOUTHBOUND LANES, 5.8 M (19.03 FT) WEST SOUTHWEST OF A
 KV1302'SIGN, NO STOPPING OR STANDING, 7.7 M (25.26 FT) NORTH OF THE CENTER
 KV1302'OF A CONCRETE PIPE CULVERT HEADWALL, 5.3 M (17.39 FT) WEST OF THE
 KV1302'EDGE OF PAVING, 11.5 M (37.73 FT) WEST OF THE ROUTE 206 CENTERLINE
 KV1302'AND 0.4 M (1.31 FT) EAST OF A 3 FOOT HIGH WIRE FENCE.  THE STATION IS
 KV1302'0.2 M (0.66 FT) ABOVE THE GROUND.
 KV1302
 KV1302                          STATION RECOVERY (2005)
 KV1302
 KV1302'RECOVERY NOTE BY SURVSAT 2005 (BRB)
 KV1302'HEAVY TREE COVER MAKES THE MARK QUESTIONABLE FOR PRECISE GPS. CLEARING
 KV1302'WOULD RESTORE ITS USEFULNESS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1346 ***********************************************************************
 KV1346  DESIGNATION -  W 25
 KV1346  PID         -  KV1346
 KV1346  STATE/COUNTY-  NJ/HUNTERDON
 KV1346  USGS QUAD   -  CALIFON (1970)
 KV1346
 KV1346                         *CURRENT SURVEY CONTROL
 KV1346  ___________________________________________________________________
 KV1346* NAD 83(1986)-  40 38 17.     (N)    074 45 48.     (W)     SCALED    
 KV1346* NAVD 88     -        44.889  (meters)     147.27   (feet)  ADJUSTED  
 KV1346  ___________________________________________________________________
 KV1346  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KV1346  DYNAMIC HT  -          44.869 (meters)     147.21  (feet)  COMP
 KV1346  MODELED GRAV-     980,178.1   (mgal)                       NAVD 88
 KV1346
 KV1346  VERT ORDER  -  FIRST     CLASS II
 KV1346
 KV1346.The horizontal coordinates were scaled from a topographic map and have
 KV1346.an estimated accuracy of +/- 6 seconds.
 KV1346
 KV1346.The orthometric height was determined by differential leveling
 KV1346.and adjusted by the National Geodetic Survey in June 1991..
 KV1346
 KV1346.The geoid height was determined by GEOID03.
 KV1346
 KV1346.The dynamic height is computed by dividing the NAVD 88
 KV1346.geopotential number by the normal gravity value computed on the
 KV1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1346.degrees latitude (g = 980.6199 gals.).
 KV1346
 KV1346.The modeled gravity was interpolated from observed gravity values.
 KV1346
 KV1346;                    North         East    Units  Estimated Accuracy
 KV1346;SPC NJ       -   200,390.      127,730.      MT  (+/- 180 meters Scaled)
 KV1346
 KV1346                          SUPERSEDED SURVEY CONTROL
 KV1346
 KV1346  NGVD 29 (01/10/92)   45.145  (m)          148.11   (f) ADJUSTED    1 2
 KV1346
 KV1346.Superseded values are not recommended for survey control.
 KV1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1346.See file dsdata.txt to determine how the superseded data were derived.
 KV1346
 KV1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK200986(NAD 83)
 KV1346_MARKER: DB = BENCH MARK DISK
 KV1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1346_STAMPING: W 25 1942
 KV1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1346+STABILITY: SURFACE MOTION
 KV1346
 KV1346  HISTORY     - Date     Condition        Report By
 KV1346  HISTORY     - 1942     MONUMENTED       CGS
 KV1346  HISTORY     - 1978     GOOD             NGS
 KV1346  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV1346
 KV1346                          STATION DESCRIPTION
 KV1346
 KV1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1346'2 MI S FROM OLDWICK.
 KV1346'2.0 MILES SOUTH ALONG SECONDARY ROAD 522 FROM THE JUNCTION OF A
 KV1346'MACADAM ROAD AT OLDWICK, HUNTERDON COUNTY, 500 FEET NORTHEAST OF
 KV1346'A DIRT ROAD LEADING NORTHWEST, 500 FEET SOUTH OF A CONCRETE
 KV1346'CULVERT, 4 FEET SOUTHEAST OF POLE RT-14, 21.3 FEET SOUTHEAST OF
 KV1346'THE CENTERLINE OF THE ROAD, NEAR A WHITE WOODEN WITNESS POST
 KV1346'PAINTED USBM, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
 KV1346
 KV1346                          STATION RECOVERY (1978)
 KV1346
 KV1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1346'RECOVERED IN GOOD CONDITION.
 KV1346
 KV1346                          STATION RECOVERY (2001)
 KV1346
 KV1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1346'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0541 ***********************************************************************
 KV0541  DESIGNATION -  W 26
 KV0541  PID         -  KV0541
 KV0541  STATE/COUNTY-  NJ/MIDDLESEX
 KV0541  USGS QUAD   -  PLAINFIELD (1995)
 KV0541
 KV0541                         *CURRENT SURVEY CONTROL
 KV0541  ___________________________________________________________________
 KV0541* NAD 83(1986)-  40 33 04.     (N)    074 22 52.     (W)     SCALED    
 KV0541* NAVD 88     -        22.391  (meters)      73.46   (feet)  ADJUSTED  
 KV0541  ___________________________________________________________________
 KV0541  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV0541  DYNAMIC HT  -          22.381 (meters)      73.43  (feet)  COMP
 KV0541  MODELED GRAV-     980,199.6   (mgal)                       NAVD 88
 KV0541
 KV0541  VERT ORDER  -  FIRST     CLASS II
 KV0541
 KV0541.The horizontal coordinates were scaled from a topographic map and have
 KV0541.an estimated accuracy of +/- 6 seconds.
 KV0541
 KV0541.The orthometric height was determined by differential leveling
 KV0541.and adjusted by the National Geodetic Survey in June 1991..
 KV0541
 KV0541.The geoid height was determined by GEOID03.
 KV0541
 KV0541.The dynamic height is computed by dividing the NAVD 88
 KV0541.geopotential number by the normal gravity value computed on the
 KV0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0541.degrees latitude (g = 980.6199 gals.).
 KV0541
 KV0541.The modeled gravity was interpolated from observed gravity values.
 KV0541
 KV0541;                    North         East    Units  Estimated Accuracy
 KV0541;SPC NJ       -   190,710.      160,070.      MT  (+/- 180 meters Scaled)
 KV0541
 KV0541                          SUPERSEDED SURVEY CONTROL
 KV0541
 KV0541  NGVD 29 (01/10/92)   22.686  (m)           74.43   (f) ADJUSTED    1 2
 KV0541
 KV0541.Superseded values are not recommended for survey control.
 KV0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0541.See file dsdata.txt to determine how the superseded data were derived.
 KV0541
 KV0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK524891(NAD 83)
 KV0541_MARKER: DB = BENCH MARK DISK
 KV0541_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0541_SP_SET: BRIDGE SEAT
 KV0541_STAMPING: W 26 1942
 KV0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0541
 KV0541  HISTORY     - Date     Condition        Report By
 KV0541  HISTORY     - 1942     MONUMENTED       CGS
 KV0541  HISTORY     - 1978     GOOD             NGS
 KV0541
 KV0541                          STATION DESCRIPTION
 KV0541
 KV0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV0541'1 MI W FROM METUCHEN.
 KV0541'1 MILE WEST ALONG THE LEHIGH VALLEY RAILROAD FROM THE STATION
 KV0541'AT METUCHEN, MIDDLESEX COUNTY, 500 FEET WEST OF THE READING
 KV0541'CO. RAILROAD OVERHEAD BRIDGE, AT BRIDGE P 24, IN THE NORTH
 KV0541'END OF THE WEST BRIDGE SEAT, AND ABOUT 3 FEET LOWER THAN THE
 KV0541'TRACK.
 KV0541
 KV0541                          STATION RECOVERY (1978)
 KV0541
 KV0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1193 ***********************************************************************
 KV1193  DESIGNATION -  W 28
 KV1193  PID         -  KV1193
 KV1193  STATE/COUNTY-  NJ/HUNTERDON
 KV1193  USGS QUAD   -  CALIFON (1970)
 KV1193
 KV1193                         *CURRENT SURVEY CONTROL
 KV1193  ___________________________________________________________________
 KV1193* NAD 83(1986)-  40 37 36.     (N)    074 47 56.     (W)     SCALED    
 KV1193* NAVD 88     -        64.456  (meters)     211.47   (feet)  ADJUSTED  
 KV1193  ___________________________________________________________________
 KV1193  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KV1193  DYNAMIC HT  -          64.427 (meters)     211.37  (feet)  COMP
 KV1193  MODELED GRAV-     980,173.3   (mgal)                       NAVD 88
 KV1193
 KV1193  VERT ORDER  -  FIRST     CLASS II
 KV1193
 KV1193.The horizontal coordinates were scaled from a topographic map and have
 KV1193.an estimated accuracy of +/- 6 seconds.
 KV1193
 KV1193.The orthometric height was determined by differential leveling
 KV1193.and adjusted by the National Geodetic Survey in June 1991..
 KV1193
 KV1193.The geoid height was determined by GEOID03.
 KV1193
 KV1193.The dynamic height is computed by dividing the NAVD 88
 KV1193.geopotential number by the normal gravity value computed on the
 KV1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1193.degrees latitude (g = 980.6199 gals.).
 KV1193
 KV1193.The modeled gravity was interpolated from observed gravity values.
 KV1193
 KV1193;                    North         East    Units  Estimated Accuracy
 KV1193;SPC NJ       -   199,140.      124,710.      MT  (+/- 180 meters Scaled)
 KV1193
 KV1193                          SUPERSEDED SURVEY CONTROL
 KV1193
 KV1193  NGVD 29 (??/??/??)   64.706  (m)          212.29   (f) ADJUSTED    1 2
 KV1193
 KV1193.Superseded values are not recommended for survey control.
 KV1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1193.See file dsdata.txt to determine how the superseded data were derived.
 KV1193
 KV1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK170973(NAD 83)
 KV1193_MARKER: DB = BENCH MARK DISK
 KV1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1193_STAMPING: W 28 1942
 KV1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1193+STABILITY: SURFACE MOTION
 KV1193
 KV1193  HISTORY     - Date     Condition        Report By
 KV1193  HISTORY     - 1942     MONUMENTED       CGS
 KV1193  HISTORY     - 1968     MARK NOT FOUND   LOCENG
 KV1193  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 KV1193  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 KV1193
 KV1193                          STATION DESCRIPTION
 KV1193
 KV1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1193'1.7 MI W FROM WHITE HOUSE STATION.
 KV1193'1.7 MILES WEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 KV1193'THE STATION AT WHITE HOUSE, HUNTERDON COUNTY, 0.1 MILE EAST
 KV1193'OF MILEPOST 46, AT A PRIVATE ROAD CROSSING, 43.8 FEET SOUTH
 KV1193'OF THE SOUTH RAIL OF THE EAST-BOUND TRACK, 12 FEET EAST OF THE
 KV1193'CENTERLINE OF THE ROAD, 4 FEET NORTHEAST OF AN IRON SIGNPOST,
 KV1193'AND ABOUT 5 1/2 FEET LOWER THAN THE TRACK.
 KV1193
 KV1193                          STATION RECOVERY (1968)
 KV1193
 KV1193'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 KV1193'MARK NOT FOUND.
 KV1193
 KV1193                          STATION RECOVERY (1995)
 KV1193
 KV1193'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1193'MARK NOT FOUND.
 KV1193
 KV1193                          STATION RECOVERY (1998)
 KV1193
 KV1193'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV1193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1378 ***********************************************************************
 KV1378  DESIGNATION -  W 29
 KV1378  PID         -  KV1378
 KV1378  STATE/COUNTY-  NJ/HUNTERDON
 KV1378  USGS QUAD   -  STOCKTON (1981)
 KV1378
 KV1378                         *CURRENT SURVEY CONTROL
 KV1378  ___________________________________________________________________
 KV1378* NAD 83(1986)-  40 29 51.     (N)    074 58 19.     (W)     SCALED    
 KV1378* NAVD 88     -       164.447  (meters)     539.52   (feet)  ADJUSTED  
 KV1378  ___________________________________________________________________
 KV1378  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KV1378  DYNAMIC HT  -         164.366 (meters)     539.26  (feet)  COMP
 KV1378  MODELED GRAV-     980,128.7   (mgal)                       NAVD 88
 KV1378
 KV1378  VERT ORDER  -  SECOND    CLASS 0
 KV1378
 KV1378.The horizontal coordinates were scaled from a topographic map and have
 KV1378.an estimated accuracy of +/- 6 seconds.
 KV1378
 KV1378.The orthometric height was determined by differential leveling
 KV1378.and adjusted by the National Geodetic Survey in June 1991..
 KV1378
 KV1378.The geoid height was determined by GEOID03.
 KV1378
 KV1378.The dynamic height is computed by dividing the NAVD 88
 KV1378.geopotential number by the normal gravity value computed on the
 KV1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1378.degrees latitude (g = 980.6199 gals.).
 KV1378
 KV1378.The modeled gravity was interpolated from observed gravity values.
 KV1378
 KV1378;                    North         East    Units  Estimated Accuracy
 KV1378;SPC NJ       -   184,860.      110,000.      MT  (+/- 180 meters Scaled)
 KV1378
 KV1378                          SUPERSEDED SURVEY CONTROL
 KV1378
 KV1378  NGVD 29 (??/??/??)  164.699  (m)          540.35   (f) ADJUSTED    2 0
 KV1378
 KV1378.Superseded values are not recommended for survey control.
 KV1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1378.See file dsdata.txt to determine how the superseded data were derived.
 KV1378
 KV1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK023829(NAD 83)
 KV1378_MARKER: DB = BENCH MARK DISK
 KV1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1378_STAMPING: W 29 1942
 KV1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1378+STABILITY: SURFACE MOTION
 KV1378
 KV1378  HISTORY     - Date     Condition        Report By
 KV1378  HISTORY     - 1942     MONUMENTED       CGS
 KV1378
 KV1378                          STATION DESCRIPTION
 KV1378
 KV1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1378'1 MI N FROM LOCKTOWN.
 KV1378'1 MILE NORTH ALONG A TAR ROAD FROM THE ROAD INTERSECTION AT
 KV1378'LOCKTOWN, HUNTERDON COUNTY, 400 FEET NORTHEAST ACROSS THE ROAD
 KV1378'FROM A 2-STORY FARMHOUSE, JUST SOUTH OF A FIELD ROAD LEADING
 KV1378'EAST, 38.5 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 12 FEET
 KV1378'NORTHEAST OF A POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2502 ***********************************************************************
 JU2502  DESIGNATION -  W 3 RESET 1934
 JU2502  PID         -  JU2502
 JU2502  STATE/COUNTY-  NJ/ATLANTIC
 JU2502  USGS QUAD   -  EGG HARBOR CITY (1977)
 JU2502
 JU2502                         *CURRENT SURVEY CONTROL
 JU2502  ___________________________________________________________________
 JU2502* NAD 83(1986)-  39 33 03.     (N)    074 41 01.     (W)     SCALED    
 JU2502* NAVD 88     -        24.94   (+/-2cm)      81.8    (feet)  VERTCON   
 JU2502  ___________________________________________________________________
 JU2502  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JU2502
 JU2502  VERT ORDER  -  THIRD (See Below)
 JU2502
 JU2502.The horizontal coordinates were scaled from a topographic map and have
 JU2502.an estimated accuracy of +/- 6 seconds.
 JU2502
 JU2502.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2502.The vertical order pertains to the NGVD 29 superseded value.
 JU2502
 JU2502.The geoid height was determined by GEOID03.
 JU2502
 JU2502;                    North         East    Units  Estimated Accuracy
 JU2502;SPC NJ       -    79,660.      134,220.      MT  (+/- 180 meters Scaled)
 JU2502
 JU2502                          SUPERSEDED SURVEY CONTROL
 JU2502
 JU2502  NGVD 29 (??/??/??)   25.31   (m)           83.0    (f) RESET       3  
 JU2502
 JU2502.Superseded values are not recommended for survey control.
 JU2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2502.See file dsdata.txt to determine how the superseded data were derived.
 JU2502
 JU2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ271779(NAD 83)
 JU2502_MARKER: DB = BENCH MARK DISK
 JU2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU2502_STAMPING: W 3 RESET 1934
 JU2502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2502+STABILITY: SURFACE MOTION
 JU2502
 JU2502  HISTORY     - Date     Condition        Report By
 JU2502  HISTORY     - 1934     MONUMENTED       NJGS
 JU2502  HISTORY     - 1973     GOOD
 JU2502
 JU2502                          STATION DESCRIPTION
 JU2502
 JU2502'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1934
 JU2502'2.5 MI NW FROM EGG HARBOR CITY.
 JU2502'LOCATED NEAR THE INTERSECTION OF THE PENNSYLVANIA AND READING R.R.
 JU2502'TRACKS AND AN UNIMPROVED DIRT ROAD WHICH RUNS SOUTH BY WEST FROM U.S.
 JU2502'ROUTE 30 2.6 MILES NORTH WEST OF EGG HARBOR, AND IS DISTINGUISHED BY A
 JU2502'BORDER LINE OF EVERGREEN TREES ON THE NORTH WEST BORDER OF THE ROAD.
 JU2502'THE BENCH MARK IS 24.4 FEET SOUTH EAST OF THE CENTER LINE OF THE
 JU2502'UNIMPROVED ROAD, AND 12.9 FEET NORTH EAST OF THE NORTH EAST RAIL OF
 JU2502'THE PENNA. AND READING R.R. TRACKS. IT IS 40.05 FEET SOUTH EAST
 JU2502'OF A CROSSING SIGNAL ON THE NORTH CORNER OF THE INTERSECTION, AND
 JU2502'350 YARDS NORTH WEST OF MILE POST 39.39.
 JU2502
 JU2502                          STATION RECOVERY (1973)
 JU2502
 JU2502'RECOVERED 1973
 JU2502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0757 ***********************************************************************
 LY0757  DESIGNATION -  W 30
 LY0757  PID         -  LY0757
 LY0757  STATE/COUNTY-  NJ/SUSSEX
 LY0757  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY0757
 LY0757                         *CURRENT SURVEY CONTROL
 LY0757  ___________________________________________________________________
 LY0757* NAD 83(1986)-  41 05 44.     (N)    074 55 45.     (W)     SCALED    
 LY0757* NAVD 88     -       305.449  (meters)    1002.13   (feet)  ADJUSTED  
 LY0757  ___________________________________________________________________
 LY0757  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 LY0757  DYNAMIC HT  -         305.315 (meters)    1001.69  (feet)  COMP
 LY0757  MODELED GRAV-     980,175.1   (mgal)                       NAVD 88
 LY0757
 LY0757  VERT ORDER  -  SECOND    CLASS 0
 LY0757
 LY0757.The horizontal coordinates were scaled from a topographic map and have
 LY0757.an estimated accuracy of +/- 6 seconds.
 LY0757
 LY0757.The orthometric height was determined by differential leveling
 LY0757.and adjusted by the National Geodetic Survey in June 1991..
 LY0757
 LY0757.The geoid height was determined by GEOID03.
 LY0757
 LY0757.The dynamic height is computed by dividing the NAVD 88
 LY0757.geopotential number by the normal gravity value computed on the
 LY0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0757.degrees latitude (g = 980.6199 gals.).
 LY0757
 LY0757.The modeled gravity was interpolated from observed gravity values.
 LY0757
 LY0757;                    North         East    Units  Estimated Accuracy
 LY0757;SPC NJ       -   251,250.      113,950.      MT  (+/- 180 meters Scaled)
 LY0757
 LY0757                          SUPERSEDED SURVEY CONTROL
 LY0757
 LY0757  NGVD 29 (??/??/92)  305.638  (m)         1002.75   (f) ADJ UNCH    2 0
 LY0757
 LY0757.Superseded values are not recommended for survey control.
 LY0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0757.See file dsdata.txt to determine how the superseded data were derived.
 LY0757
 LY0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL059493(NAD 83)
 LY0757_MARKER: DB = BENCH MARK DISK
 LY0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0757_STAMPING: W 30 1942
 LY0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0757+STABILITY: SURFACE MOTION
 LY0757
 LY0757  HISTORY     - Date     Condition        Report By
 LY0757  HISTORY     - 1942     MONUMENTED       CGS
 LY0757
 LY0757                          STATION DESCRIPTION
 LY0757
 LY0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0757'2.8 MI E FROM FLATBROOKVILLE.
 LY0757'0.3 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0757'AT FLATBROOKVILLE, THENCE 0.7 MILE SOUTH ALONG A GRAVEL ROAD,
 LY0757'THENCE 1.8 MILES EAST ALONG A ROUGH GRAVEL ROAD, IN THE WOODS,
 LY0757'35 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 35 FEET
 LY0757'NORTHWEST OF THE CENTERLINE OF A SMALL STREAM, 16 FEET EAST
 LY0757'OF AN 8-INCH TRIANGLE-BLAZED MAPLE TREE, 6 FEET NORTHWEST OF
 LY0757'AN 8-INCH TRIANGLE-BLAZED OAK TREE, AND 2 FEET SOUTHWEST OF A
 LY0757'STANDARD REFERENCE POST.  A STANDARD DISK, SET IN THE TOP OF A
 LY0757'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0430 ***********************************************************************
 LY0430  DESIGNATION -  W 31
 LY0430  PID         -  LY0430
 LY0430  STATE/COUNTY-  NJ/PASSAIC
 LY0430  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY0430
 LY0430                         *CURRENT SURVEY CONTROL
 LY0430  ___________________________________________________________________
 LY0430* NAD 83(1986)-  41 06 24.     (N)    074 26 04.     (W)     SCALED    
 LY0430* NAVD 88     -       316.382  (meters)    1038.00   (feet)  ADJUSTED  
 LY0430  ___________________________________________________________________
 LY0430  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LY0430  DYNAMIC HT  -         316.240 (meters)    1037.53  (feet)  COMP
 LY0430  MODELED GRAV-     980,166.6   (mgal)                       NAVD 88
 LY0430
 LY0430  VERT ORDER  -  SECOND    CLASS 0
 LY0430
 LY0430.The horizontal coordinates were scaled from a topographic map and have
 LY0430.an estimated accuracy of +/- 6 seconds.
 LY0430
 LY0430.The orthometric height was determined by differential leveling
 LY0430.and adjusted by the National Geodetic Survey in June 1991..
 LY0430
 LY0430.The geoid height was determined by GEOID03.
 LY0430
 LY0430.The dynamic height is computed by dividing the NAVD 88
 LY0430.geopotential number by the normal gravity value computed on the
 LY0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0430.degrees latitude (g = 980.6199 gals.).
 LY0430
 LY0430.The modeled gravity was interpolated from observed gravity values.
 LY0430
 LY0430;                    North         East    Units  Estimated Accuracy
 LY0430;SPC NJ       -   252,390.      155,510.      MT  (+/- 180 meters Scaled)
 LY0430
 LY0430                          SUPERSEDED SURVEY CONTROL
 LY0430
 LY0430  NGVD 29 (??/??/92)  316.582  (m)         1038.65   (f) ADJ UNCH    2 0
 LY0430
 LY0430.Superseded values are not recommended for survey control.
 LY0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0430.See file dsdata.txt to determine how the superseded data were derived.
 LY0430
 LY0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL474507(NAD 83)
 LY0430_MARKER: DB = BENCH MARK DISK
 LY0430_SETTING: 66 = SET IN ROCK OUTCROP
 LY0430_SP_SET: ROCK OUTCROP
 LY0430_STAMPING: W 31 1942
 LY0430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0430+STABILITY: POSITION/ELEVATION WELL
 LY0430
 LY0430  HISTORY     - Date     Condition        Report By
 LY0430  HISTORY     - 1942     MONUMENTED       CGS
 LY0430  HISTORY     - 1979     MARK NOT FOUND   NGS
 LY0430  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 LY0430
 LY0430                          STATION DESCRIPTION
 LY0430
 LY0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0430'4.9 MI N FROM NEWFOUNDLAND.
 LY0430'IN PASSAIC COUNTY, 0.3 MILE WEST ALONG STATE HIGHWAY 23 FROM THE
 LY0430'POST OFFICE AT NEWFOUNDLAND, MORRIS COUNTY, THENCE 4.6 MILES
 LY0430'NORTH ALONG A GRAVEL ROAD, 25 FEET EAST OF THE CENTERLINE OF THE
 LY0430'ROAD, 15.5 FEET WEST OF A TRIANGULAR-BLAZED 15-INCH OAK TREE,
 LY0430'15 FEET SOUTHWEST, IN A ROCK OUTCROP PAINTED BM.
 LY0430
 LY0430                          STATION RECOVERY (1979)
 LY0430
 LY0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0430'MARK NOT FOUND.
 LY0430
 LY0430                          STATION RECOVERY (1995)
 LY0430
 LY0430'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0468 ***********************************************************************
 LY0468  DESIGNATION -  W 32
 LY0468  PID         -  LY0468
 LY0468  STATE/COUNTY-  NJ/BERGEN
 LY0468  USGS QUAD   -  RAMSEY (1995)
 LY0468
 LY0468                         *CURRENT SURVEY CONTROL
 LY0468  ___________________________________________________________________
 LY0468* NAD 83(1986)-  41 01 29.     (N)    074 12 35.     (W)     SCALED    
 LY0468* NAVD 88     -       110.765  (meters)     363.40   (feet)  ADJUSTED  
 LY0468  ___________________________________________________________________
 LY0468  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LY0468  DYNAMIC HT  -         110.719 (meters)     363.25  (feet)  COMP
 LY0468  MODELED GRAV-     980,209.6   (mgal)                       NAVD 88
 LY0468
 LY0468  VERT ORDER  -  SECOND    CLASS 0
 LY0468
 LY0468.The horizontal coordinates were scaled from a topographic map and have
 LY0468.an estimated accuracy of +/- 6 seconds.
 LY0468
 LY0468.The orthometric height was determined by differential leveling
 LY0468.and adjusted by the National Geodetic Survey in June 1991..
 LY0468
 LY0468.The geoid height was determined by GEOID03.
 LY0468
 LY0468.The dynamic height is computed by dividing the NAVD 88
 LY0468.geopotential number by the normal gravity value computed on the
 LY0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0468.degrees latitude (g = 980.6199 gals.).
 LY0468
 LY0468.The modeled gravity was interpolated from observed gravity values.
 LY0468
 LY0468;                    North         East    Units  Estimated Accuracy
 LY0468;SPC NJ       -   243,330.      174,410.      MT  (+/- 180 meters Scaled)
 LY0468
 LY0468                          SUPERSEDED SURVEY CONTROL
 LY0468
 LY0468  NGVD 29 (??/??/92)  111.038  (m)          364.30   (f) ADJ UNCH    2 0
 LY0468
 LY0468.Superseded values are not recommended for survey control.
 LY0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0468.See file dsdata.txt to determine how the superseded data were derived.
 LY0468
 LY0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL664418(NAD 83)
 LY0468_MARKER: DB = BENCH MARK DISK
 LY0468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0468_SP_SET: CULVERT
 LY0468_STAMPING: W 32 1942
 LY0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0468
 LY0468  HISTORY     - Date     Condition        Report By
 LY0468  HISTORY     - 1942     MONUMENTED       CGS
 LY0468
 LY0468                          STATION DESCRIPTION
 LY0468
 LY0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0468'2.4 MI NW FROM WYCKOFF.
 LY0468'ABOUT 2.4 MILES NORTHWEST ALONG A SURFACED ROAD FROM THE POLICE
 LY0468'STATION AT WYCKOFF, BERGE COUNTY, ABOUT 250 FEET SOUTH OF THE
 LY0468'CENTER LINE OF A SIDE ROAD LEADING EAST, IN THE CENTER OF THE
 LY0468'EAST HEAD WALL OF A STONE CULVERT, AND 16 FEET EAST OF THE
 LY0468'CENTER LINE OF THE MAIN ROAD.  A STANDARD DISK, STAMPED W 32
 LY0468'1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0745 ***********************************************************************
 LY0745  DESIGNATION -  W 33
 LY0745  PID         -  LY0745
 LY0745  STATE/COUNTY-  NJ/WARREN
 LY0745  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY0745
 LY0745                         *CURRENT SURVEY CONTROL
 LY0745  ___________________________________________________________________
 LY0745* NAD 83(1986)-  41 02 20.     (N)    074 57 53.     (W)     SCALED    
 LY0745* NAVD 88     -       247.721  (meters)     812.73   (feet)  ADJUSTED  
 LY0745  ___________________________________________________________________
 LY0745  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LY0745  DYNAMIC HT  -         247.611 (meters)     812.37  (feet)  COMP
 LY0745  MODELED GRAV-     980,175.5   (mgal)                       NAVD 88
 LY0745
 LY0745  VERT ORDER  -  SECOND    CLASS 0
 LY0745
 LY0745.The horizontal coordinates were scaled from a topographic map and have
 LY0745.an estimated accuracy of +/- 6 seconds.
 LY0745
 LY0745.The orthometric height was determined by differential leveling
 LY0745.and adjusted by the National Geodetic Survey in June 1991..
 LY0745
 LY0745.The geoid height was determined by GEOID03.
 LY0745
 LY0745.The dynamic height is computed by dividing the NAVD 88
 LY0745.geopotential number by the normal gravity value computed on the
 LY0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0745.degrees latitude (g = 980.6199 gals.).
 LY0745
 LY0745.The modeled gravity was interpolated from observed gravity values.
 LY0745
 LY0745;                    North         East    Units  Estimated Accuracy
 LY0745;SPC NJ       -   244,970.      110,930.      MT  (+/- 180 meters Scaled)
 LY0745
 LY0745                          SUPERSEDED SURVEY CONTROL
 LY0745
 LY0745  NGVD 29 (??/??/92)  247.916  (m)          813.37   (f) ADJ UNCH    2 0
 LY0745
 LY0745.Superseded values are not recommended for survey control.
 LY0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0745.See file dsdata.txt to determine how the superseded data were derived.
 LY0745
 LY0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL029430(NAD 83)
 LY0745_MARKER: DB = BENCH MARK DISK
 LY0745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0745_SP_SET: BRIDGE
 LY0745_STAMPING: W 33 1942
 LY0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0745
 LY0745  HISTORY     - Date     Condition        Report By
 LY0745  HISTORY     - 1942     MONUMENTED       CGS
 LY0745  HISTORY     - 20050525 GOOD             GEOCAC
 LY0745
 LY0745                          STATION DESCRIPTION
 LY0745
 LY0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0745'2.7 MI S FROM MILLBROOK.
 LY0745'2.7 MILES SOUTH ALONG THE MILLBROOK-BLAIRSTOWN ROAD FROM THE
 LY0745'MILLBROOK INN AT MILLBROOK, AT A CONCRETE BRIDGE.  A STANDARD
 LY0745'DISK, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 LY0745'ABUTMENT.
 LY0745
 LY0745                          STATION RECOVERY (2005)
 LY0745
 LY0745'RECOVERY NOTE BY GEOCACHING 2005 (JRI)
 LY0745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0830 ***********************************************************************
 LY0830  DESIGNATION -  W 34
 LY0830  PID         -  LY0830
 LY0830  STATE/COUNTY-  NJ/SUSSEX
 LY0830  USGS QUAD   -  CULVERS GAP (1997)
 LY0830
 LY0830                         *CURRENT SURVEY CONTROL
 LY0830  ___________________________________________________________________
 LY0830* NAD 83(1986)-  41 13 01.     (N)    074 47 19.     (W)     SCALED    
 LY0830* NAVD 88     -       190.585  (meters)     625.28   (feet)  ADJUSTED  
 LY0830  ___________________________________________________________________
 LY0830  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 LY0830  DYNAMIC HT  -         190.504 (meters)     625.01  (feet)  COMP
 LY0830  MODELED GRAV-     980,190.8   (mgal)                       NAVD 88
 LY0830
 LY0830  VERT ORDER  -  SECOND    CLASS 0
 LY0830
 LY0830.The horizontal coordinates were scaled from a topographic map and have
 LY0830.an estimated accuracy of +/- 6 seconds.
 LY0830
 LY0830.The orthometric height was determined by differential leveling
 LY0830.and adjusted by the National Geodetic Survey in June 1991..
 LY0830
 LY0830.The geoid height was determined by GEOID03.
 LY0830
 LY0830.The dynamic height is computed by dividing the NAVD 88
 LY0830.geopotential number by the normal gravity value computed on the
 LY0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0830.degrees latitude (g = 980.6199 gals.).
 LY0830
 LY0830.The modeled gravity was interpolated from observed gravity values.
 LY0830
 LY0830;                    North         East    Units  Estimated Accuracy
 LY0830;SPC NJ       -   264,680.      125,800.      MT  (+/- 180 meters Scaled)
 LY0830
 LY0830                          SUPERSEDED SURVEY CONTROL
 LY0830
 LY0830  NGVD 29 (??/??/92)  190.772  (m)          625.89   (f) ADJ UNCH    2 0
 LY0830
 LY0830.Superseded values are not recommended for survey control.
 LY0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0830.See file dsdata.txt to determine how the superseded data were derived.
 LY0830
 LY0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL177628(NAD 83)
 LY0830_MARKER: DB = BENCH MARK DISK
 LY0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0830_STAMPING: W 34 1942
 LY0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0830+STABILITY: SURFACE MOTION
 LY0830
 LY0830  HISTORY     - Date     Condition        Report By
 LY0830  HISTORY     - 1942     MONUMENTED       CGS
 LY0830  HISTORY     - 19950110 MARK NOT FOUND   NJGS
 LY0830
 LY0830                          STATION DESCRIPTION
 LY0830
 LY0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0830'12.1 MI SW FROM COLESVILLE.
 LY0830'4.2 MILES SOUTHWEST ALONG THE COLESVILLE AT BEEMERVILLE GRAVEL
 LY0830'ROAD FROM THE POST OFFICE AT COLESVILLE, THENCE 1.7 MILES
 LY0830'SOUTHWEST ALONG A NARROW GRAVEL ROAD, THENCE 0.7 MILE
 LY0830'NORTHWEST ALONG AN OLD ABANDONED ROAD, THENCE 1.9 MILES NORTHWEST
 LY0830'ALONG CRIGGER ROAD, THENCE 2.1 MILES SOUTHWEST ALONG SKELLINGER
 LY0830'ROAD, THENCE 1.5 MILES SOUTHWEST ALONG FLATFROOK ROAD, AT A Y
 LY0830'INTERSECTION OF FLATBROOK ROAD AND A GRAVEL ROAD LEADING
 LY0830'NORTHWEST, 35 FEET NORTH OF THE CENTER LINE OF FLATBROOK
 LY0830'ROAD, 31 FEET SOUTHWEST OF THE CENTER LINE OF THE GRAVEL ROAD,
 LY0830'AND 2 FEET SOUTH OF A STANDARD REFERENCE POST.  A STANDARD
 LY0830'DISK, SET IN THE TOP OF A CONCRETE POST.
 LY0830
 LY0830                          STATION RECOVERY (1995)
 LY0830
 LY0830'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0830'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 LY0830'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0766 ***********************************************************************
 LY0766  DESIGNATION -  W 35
 LY0766  PID         -  LY0766
 LY0766  STATE/COUNTY-  NJ/SUSSEX
 LY0766  USGS QUAD   -  NEWTON WEST (1994)
 LY0766
 LY0766                         *CURRENT SURVEY CONTROL
 LY0766  ___________________________________________________________________
 LY0766* NAD 83(1986)-  41 01 16.     (N)    074 49 52.     (W)     SCALED    
 LY0766* NAVD 88     -       220.325  (meters)     722.85   (feet)  ADJUSTED  
 LY0766  ___________________________________________________________________
 LY0766  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 LY0766  DYNAMIC HT  -         220.227 (meters)     722.53  (feet)  COMP
 LY0766  MODELED GRAV-     980,175.4   (mgal)                       NAVD 88
 LY0766
 LY0766  VERT ORDER  -  SECOND    CLASS 0
 LY0766
 LY0766.The horizontal coordinates were scaled from a topographic map and have
 LY0766.an estimated accuracy of +/- 6 seconds.
 LY0766
 LY0766.The orthometric height was determined by differential leveling
 LY0766.and adjusted by the National Geodetic Survey in June 1991..
 LY0766
 LY0766.The geoid height was determined by GEOID03.
 LY0766
 LY0766.The dynamic height is computed by dividing the NAVD 88
 LY0766.geopotential number by the normal gravity value computed on the
 LY0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0766.degrees latitude (g = 980.6199 gals.).
 LY0766
 LY0766.The modeled gravity was interpolated from observed gravity values.
 LY0766
 LY0766;                    North         East    Units  Estimated Accuracy
 LY0766;SPC NJ       -   242,950.      122,150.      MT  (+/- 180 meters Scaled)
 LY0766
 LY0766                          SUPERSEDED SURVEY CONTROL
 LY0766
 LY0766  NGVD 29 (??/??/92)  220.532  (m)          723.53   (f) ADJ UNCH    2 0
 LY0766
 LY0766.Superseded values are not recommended for survey control.
 LY0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0766.See file dsdata.txt to determine how the superseded data were derived.
 LY0766
 LY0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL141411(NAD 83)
 LY0766_MARKER: DB = BENCH MARK DISK
 LY0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0766_STAMPING: W 35 1942
 LY0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0766+STABILITY: SURFACE MOTION
 LY0766
 LY0766  HISTORY     - Date     Condition        Report By
 LY0766  HISTORY     - 1942     MONUMENTED       CGS
 LY0766
 LY0766                          STATION DESCRIPTION
 LY0766
 LY0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0766'3.6 MI SE FROM MIDDLEVILLE.
 LY0766'1.6 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0766'AT MIDDLEVILLE, THENCE 0.4 MILE SOUTHEAST ALONG A GRAVEL ROAD,
 LY0766'THENCE 0.5 MILE EAST ALONG A BLACK TOP ROAD, THENCE 1.1 MILES
 LY0766'SOUTHEAST ALONG A GRAVEL ROAD, AT THE INTERSECTION OF THE GRAVEL
 LY0766'ROAD AND STATE HIGHWAY NO. 8, 36 FEET SOUTHEAST OF THE CENTER
 LY0766'LINE OF THE HIGHWAY, 8 FEET SOUTHEAST OF POWER LINE POLE NO.
 LY0766'P-FN-X 139, 2 FEET NORTHEAST OF A FENCE, AND 1 FOOT NORTHWEST
 LY0766'OF A STANDARD REFERENCE POST.  A STANDARD DISK, SET IN THE TOP
 LY0766'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0769 ***********************************************************************
 KV0769  DESIGNATION -  W 36
 KV0769  PID         -  KV0769
 KV0769  STATE/COUNTY-  NJ/MIDDLESEX
 KV0769  USGS QUAD   -  KEYPORT (1977)
 KV0769
 KV0769                         *CURRENT SURVEY CONTROL
 KV0769  ___________________________________________________________________
 KV0769* NAD 83(1986)-  40 27 10.     (N)    074 14 32.     (W)     SCALED    
 KV0769* NAVD 88     -         1.739  (meters)       5.71   (feet)  ADJUSTED  
 KV0769  ___________________________________________________________________
 KV0769  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV0769  DYNAMIC HT  -           1.738 (meters)       5.70  (feet)  COMP
 KV0769  MODELED GRAV-     980,221.6   (mgal)                       NAVD 88
 KV0769
 KV0769  VERT ORDER  -  FIRST     CLASS II
 KV0769
 KV0769.The horizontal coordinates were scaled from a topographic map and have
 KV0769.an estimated accuracy of +/- 6 seconds.
 KV0769
 KV0769.The orthometric height was determined by differential leveling
 KV0769.and adjusted by the National Geodetic Survey in June 1991..
 KV0769
 KV0769.The geoid height was determined by GEOID03.
 KV0769
 KV0769.The dynamic height is computed by dividing the NAVD 88
 KV0769.geopotential number by the normal gravity value computed on the
 KV0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0769.degrees latitude (g = 980.6199 gals.).
 KV0769
 KV0769.The modeled gravity was interpolated from observed gravity values.
 KV0769
 KV0769;                    North         East    Units  Estimated Accuracy
 KV0769;SPC NJ       -   179,820.      171,860.      MT  (+/- 180 meters Scaled)
 KV0769
 KV0769                          SUPERSEDED SURVEY CONTROL
 KV0769
 KV0769  NGVD 29 (04/16/92)    1.927  (m)            6.32   (f) ADJUSTED    1 2
 KV0769
 KV0769.Superseded values are not recommended for survey control.
 KV0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0769.See file dsdata.txt to determine how the superseded data were derived.
 KV0769
 KV0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK642782(NAD 83)
 KV0769_MARKER: DB = BENCH MARK DISK
 KV0769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0769_SP_SET: CULVERT
 KV0769_STAMPING: W 36 1952
 KV0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0769
 KV0769  HISTORY     - Date     Condition        Report By
 KV0769  HISTORY     - 1952     MONUMENTED       CGS
 KV0769  HISTORY     - 1964     MARK NOT FOUND   CGS
 KV0769
 KV0769                          STATION DESCRIPTION
 KV0769
 KV0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0769'2.6 MI NW FROM KEYPORT.
 KV0769'ABOUT 2.65 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE
 KV0769'OVERPASS OF THE CENTRAL RAILROAD OF NEW JERSEY OVER THE HIGHWAY
 KV0769'AT KEYPORT, ABOUT 0.5 MILE NORTHWEST OF CROSSING OF OCEAN
 KV0769'BOULEVARD AT CLIFFWOOD BEACH, IN THE TOP OF THE WEST CORNER OF
 KV0769'SOUTHWEST END OF A 4-FOOT CONCRETE BOX CULVERT (NO HEAD WALLS),
 KV0769'36 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 1 FOOT NORTHEAST OF
 KV0769'SOUTHWEST END OF CULVERT AND ABOUT 2 FEET BELOW LEVEL OF HIGHWAY.
 KV0769
 KV0769                          STATION RECOVERY (1964)
 KV0769
 KV0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0241 ***********************************************************************
 KV0241  DESIGNATION -  W 37
 KV0241  PID         -  KV0241
 KV0241  STATE/COUNTY-  NJ/ESSEX
 KV0241  USGS QUAD   -  ELIZABETH (1995)
 KV0241
 KV0241                         *CURRENT SURVEY CONTROL
 KV0241  ___________________________________________________________________
 KV0241* NAD 83(1986)-  40 41 22.     (N)    074 08 28.     (W)     SCALED    
 KV0241* NAVD 88     -         2.601  (meters)       8.53   (feet)  ADJUSTED  
 KV0241  ___________________________________________________________________
 KV0241  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KV0241  DYNAMIC HT  -           2.600 (meters)       8.53  (feet)  COMP
 KV0241  MODELED GRAV-     980,229.3   (mgal)                       NAVD 88
 KV0241
 KV0241  VERT ORDER  -  FIRST     CLASS II
 KV0241
 KV0241.The horizontal coordinates were scaled from a topographic map and have
 KV0241.an estimated accuracy of +/- 6 seconds.
 KV0241
 KV0241.The orthometric height was determined by differential leveling
 KV0241.and adjusted by the National Geodetic Survey in June 1991..
 KV0241
 KV0241.The geoid height was determined by GEOID03.
 KV0241
 KV0241.The dynamic height is computed by dividing the NAVD 88
 KV0241.geopotential number by the normal gravity value computed on the
 KV0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0241.degrees latitude (g = 980.6199 gals.).
 KV0241
 KV0241.The modeled gravity was interpolated from observed gravity values.
 KV0241
 KV0241;                    North         East    Units  Estimated Accuracy
 KV0241;SPC NJ       -   206,130.      180,330.      MT  (+/- 180 meters Scaled)
 KV0241
 KV0241                          SUPERSEDED SURVEY CONTROL
 KV0241
 KV0241  NGVD 29 (04/16/92)    2.940  (m)            9.65   (f) ADJUSTED    1 2
 KV0241
 KV0241.Superseded values are not recommended for survey control.
 KV0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0241.See file dsdata.txt to determine how the superseded data were derived.
 KV0241
 KV0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL725046(NAD 83)
 KV0241_MARKER: DB = BENCH MARK DISK
 KV0241_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV0241_SP_SET: BUILDING FOUNDATION
 KV0241_STAMPING: W 37 1952
 KV0241_MARK LOGO: CGS   
 KV0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0241+STABILITY: SURFACE MOTION
 KV0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0241+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1989
 KV0241
 KV0241  HISTORY     - Date     Condition        Report By
 KV0241  HISTORY     - 1952     MONUMENTED       CGS
 KV0241  HISTORY     - 19891012 GOOD             NJGS
 KV0241  HISTORY     - 19950310 MARK NOT FOUND   NJGS
 KV0241  HISTORY     - 20010314 MARK NOT FOUND   PORANY
 KV0241
 KV0241                          STATION DESCRIPTION
 KV0241
 KV0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0241'AT NEWARK.
 KV0241'AT NEWARK, ON THE SOUTH SIDE OF NORTH CHANNEL OF PORT OF NEWARK,
 KV0241'ALONG EXTENSION OF MARSH STREET, SET VERTICALLY IN THE NORTHEAST
 KV0241'FACE AT THE NORTH CORNER OF CONCRETE FOUNDATION OF BUILDING NO.
 KV0241'143 (THE SOUTHEAST ONE OF TWO LARGE BUILDINGS WITH CORRUGATED TIN
 KV0241'SIDING), 1 FOOT SOUTHEAST OF NORTH CORNER OF BUILDING AND ABOUT
 KV0241'2 INCHES ABOVE GROUND.
 KV0241
 KV0241                          STATION RECOVERY (1989)
 KV0241
 KV0241'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV0241'AT NEWARK,ON THE SOUTH SIDE OF THE NORTH CHANNEL OF PORT NEWARK, 1.44
 KV0241'KM (0.90 MI) SOUTHEAST ALONG MARSH STREET FROM ITS JUNCTION WITH
 KV0241'CORBIN STREET TO THE JUNCTION WITH SUEZ STREET, THENCE 0.08 KM (0.05
 KV0241'MI) SOUTHWEST ON SUEZ STREET TO THE MARK ON THE LEFT, SET VERTICALLY
 KV0241'IN THE NORTHEAST FACE OF THE NORTH CORNER OF THE CONCRETE FOUNDATION
 KV0241'OF BUILDING NUMBER 143, THE SOUTHEASTERLY ONE OF TWO LARGE CORRUGATED
 KV0241'TIN SIDED WAREHOUSES, 0.32 M (1.0 FT) SOUTHEAST OF THE NORTH CORNER
 KV0241'OF THE BUILDING AND 0.3 M (1.0 FT) ABOVE THE GROUND.
 KV0241
 KV0241                          STATION RECOVERY (1995)
 KV0241
 KV0241'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0241'THS STATION WAS NOT RECOVERED AT THIS TIME.  THE BUILDING WHERE THE
 KV0241'DISK WAS SET HAS BEEN REMOVED.  THE STATION IS CONSIDERED LOST.
 KV0241
 KV0241                          STATION RECOVERY (2001)
 KV0241
 KV0241'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV0241'BUILDING DEMOLISHED MID 1990'S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0343 ***********************************************************************
 KV0343  DESIGNATION -  W 38
 KV0343  PID         -  KV0343
 KV0343  STATE/COUNTY-  NJ/HUDSON
 KV0343  USGS QUAD   -  JERSEY CITY (1981)
 KV0343
 KV0343                         *CURRENT SURVEY CONTROL
 KV0343  ___________________________________________________________________
 KV0343* NAD 83(1986)-  40 42 59.     (N)    074 05 44.     (W)     SCALED    
 KV0343* NAVD 88     -         2.234  (meters)       7.33   (feet)  ADJUSTED  
 KV0343  ___________________________________________________________________
 KV0343  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KV0343  DYNAMIC HT  -           2.233 (meters)       7.33  (feet)  COMP
 KV0343  MODELED GRAV-     980,238.3   (mgal)                       NAVD 88
 KV0343
 KV0343  VERT ORDER  -  FIRST     CLASS II
 KV0343
 KV0343.The horizontal coordinates were scaled from a topographic map and have
 KV0343.an estimated accuracy of +/- 6 seconds.
 KV0343
 KV0343.The orthometric height was determined by differential leveling
 KV0343.and adjusted by the National Geodetic Survey in June 1991..
 KV0343
 KV0343.The geoid height was determined by GEOID03.
 KV0343
 KV0343.The dynamic height is computed by dividing the NAVD 88
 KV0343.geopotential number by the normal gravity value computed on the
 KV0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0343.degrees latitude (g = 980.6199 gals.).
 KV0343
 KV0343.The modeled gravity was interpolated from observed gravity values.
 KV0343
 KV0343;                    North         East    Units  Estimated Accuracy
 KV0343;SPC NJ       -   209,130.      184,170.      MT  (+/- 180 meters Scaled)
 KV0343
 KV0343                          SUPERSEDED SURVEY CONTROL
 KV0343
 KV0343  NGVD 29 (04/16/92)    2.582  (m)            8.47   (f) ADJUSTED    1 2
 KV0343
 KV0343.Superseded values are not recommended for survey control.
 KV0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0343.See file dsdata.txt to determine how the superseded data were derived.
 KV0343
 KV0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL763076(NAD 83)
 KV0343_MARKER: DB = BENCH MARK DISK
 KV0343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0343_SP_SET: ABUTMENT
 KV0343_STAMPING: W 38 1952
 KV0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0343
 KV0343  HISTORY     - Date     Condition        Report By
 KV0343  HISTORY     - 1952     MONUMENTED       CGS
 KV0343  HISTORY     - 1985     GOOD             LOCSUR
 KV0343
 KV0343                          STATION DESCRIPTION
 KV0343
 KV0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0343'AT JERSEY CITY.
 KV0343'AT JERSEY CITY, ABOUT 0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 1
 KV0343'FROM THE JUNCTION OF STATE HIGHWAY 25, SET VERTICALLY IN THE
 KV0343'NORTHWEST FACE OF SOUTHEAST ABUTMENT OF CENTRAL RAILROAD OF
 KV0343'NEW JERSEY OVERPASS OVER THE HIGHWAY, 48 FEET SOUTHEAST OF
 KV0343'CENTERLINE OF NORTH BOUND TRAFFIC LANE OF HIGHWAY, 2 FEET ABOVE
 KV0343'GROUND, 1 1/2 FEET SOUTHWEST OF NORTH CORNER OF ABUTMENT PROPER
 KV0343'AND ABOUT LEVEL WITH HIGHWAY.
 KV0343
 KV0343                          STATION RECOVERY (1985)
 KV0343
 KV0343'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 KV0343'THE MARK IS SET IN THE ABUTMENT OF AN ABANDONED RAILROAD BRIDGE.
 KV0343'THESE ABUTMENTS ARE APPARENTLY SCHEDULED FOR DEMOLITION IN THE VERY
 KV0343'NEAR FUTURE, AT WHICH TIME THE BENCH MARK WILL BE LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0433 ***********************************************************************
 JU0433  DESIGNATION -  W 4 RESET 1934 NJGS
 JU0433  PID         -  JU0433
 JU0433  STATE/COUNTY-  NJ/CAPE MAY
 JU0433  USGS QUAD   -  RIO GRANDE (1994)
 JU0433
 JU0433                         *CURRENT SURVEY CONTROL
 JU0433  ___________________________________________________________________
 JU0433* NAD 83(1986)-  39 00 04.     (N)    074 53 32.     (W)     SCALED    
 JU0433* NAVD 88     -         4.842  (meters)      15.89   (feet)  ADJUSTED  
 JU0433  ___________________________________________________________________
 JU0433  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 JU0433  DYNAMIC HT  -           4.839 (meters)      15.88  (feet)  COMP
 JU0433  MODELED GRAV-     980,056.0   (mgal)                       NAVD 88
 JU0433
 JU0433  VERT ORDER  -  FIRST     CLASS II
 JU0433
 JU0433.The horizontal coordinates were scaled from a topographic map and have
 JU0433.an estimated accuracy of +/- 6 seconds.
 JU0433
 JU0433.The orthometric height was determined by differential leveling
 JU0433.and adjusted by the National Geodetic Survey in June 1991..
 JU0433
 JU0433.The geoid height was determined by GEOID03.
 JU0433
 JU0433.The dynamic height is computed by dividing the NAVD 88
 JU0433.geopotential number by the normal gravity value computed on the
 JU0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0433.degrees latitude (g = 980.6199 gals.).
 JU0433
 JU0433.The modeled gravity was interpolated from observed gravity values.
 JU0433
 JU0433;                    North         East    Units  Estimated Accuracy
 JU0433;SPC NJ       -    18,700.      116,030.      MT  (+/- 180 meters Scaled)
 JU0433
 JU0433                          SUPERSEDED SURVEY CONTROL
 JU0433
 JU0433  NGVD 29 (04/16/92)    5.245  (m)           17.21   (f) ADJUSTED    1 2
 JU0433
 JU0433.Superseded values are not recommended for survey control.
 JU0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0433.See file dsdata.txt to determine how the superseded data were derived.
 JU0433
 JU0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ093169(NAD 83)
 JU0433_MARKER: DB = BENCH MARK DISK
 JU0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0433_STAMPING: W 4 RESET 1934
 JU0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0433+STABILITY: SURFACE MOTION
 JU0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0433+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 JU0433
 JU0433  HISTORY     - Date     Condition        Report By
 JU0433  HISTORY     - 1934     MONUMENTED       NJGS
 JU0433  HISTORY     - 1961     GOOD             CGS
 JU0433  HISTORY     - 1979     GOOD             NGS
 JU0433  HISTORY     - 19991002 MARK NOT FOUND   USPSQD
 JU0433  HISTORY     - 20060915 GOOD             GEOCAC
 JU0433
 JU0433                          STATION DESCRIPTION
 JU0433
 JU0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0433'1 MI S FROM RIO GRANDE.
 JU0433'1 MILE SOUTH ALONG THE PENNSYLVANIA-READING SEASHORE LINE FROM
 JU0433'RIO GRANDE, CAPE MAY COUNTY, 6 MILES NORTH ALONG STATE HIGHWAY 4
 JU0433'FROM CAPE MAY CITY, 1 MILE NORTH OF THE BENNETT CROSSING ON STATE
 JU0433'HIGHWAY 4, 60 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 28
 JU0433'FEET SOUTH OF THE CENTERLINE OF THE CROSS ROAD CONNECTING STATE
 JU0433'HIGHWAY 4 AND THE ROAD TO WEST CAPE MAY, 11 FEET WEST OF THE WEST
 JU0433'RAIL, AND 3 FEET SOUTH OF A CROSSING-WARNING SIGN.  A STANDARD
 JU0433'DISK, STAMPED W 4 RESET 1934 AND SET IN THE TOP OF A CONCRETE
 JU0433'POST.
 JU0433
 JU0433                          STATION RECOVERY (1979)
 JU0433
 JU0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0433'RECOVERED IN GOOD CONDITION.
 JU0433
 JU0433                          STATION RECOVERY (1999)
 JU0433
 JU0433'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU0433'MARK NOT FOUND.
 JU0433
 JU0433                          STATION RECOVERY (2006)
 JU0433
 JU0433'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JU0433'NOTE - CONCRETE POST IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1642 ***********************************************************************
 KU1642  DESIGNATION -  W 40
 KU1642  PID         -  KU1642
 KU1642  STATE/COUNTY-  NJ/BERGEN
 KU1642  USGS QUAD   -  CENTRAL PARK (1979)
 KU1642
 KU1642                         *CURRENT SURVEY CONTROL
 KU1642  ___________________________________________________________________
 KU1642* NAD 83(1986)-  40 52 06.     (N)    073 57 17.     (W)     SCALED    
 KU1642* NAVD 88     -       103.734  (meters)     340.33   (feet)  ADJUSTED  
 KU1642  ___________________________________________________________________
 KU1642  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 KU1642  DYNAMIC HT  -         103.696 (meters)     340.21  (feet)  COMP
 KU1642  MODELED GRAV-     980,256.2   (mgal)                       NAVD 88
 KU1642
 KU1642  VERT ORDER  -  SECOND    CLASS 0
 KU1642
 KU1642.The horizontal coordinates were scaled from a topographic map and have
 KU1642.an estimated accuracy of +/- 6 seconds.
 KU1642
 KU1642.The orthometric height was determined by differential leveling
 KU1642.and adjusted by the National Geodetic Survey in June 1991..
 KU1642
 KU1642.The geoid height was determined by GEOID03.
 KU1642
 KU1642.The dynamic height is computed by dividing the NAVD 88
 KU1642.geopotential number by the normal gravity value computed on the
 KU1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1642.degrees latitude (g = 980.6199 gals.).
 KU1642
 KU1642.The modeled gravity was interpolated from observed gravity values.
 KU1642
 KU1642;                    North         East    Units  Estimated Accuracy
 KU1642;SPC NJ       -   226,070.      195,960.      MT  (+/- 180 meters Scaled)
 KU1642
 KU1642                          SUPERSEDED SURVEY CONTROL
 KU1642
 KU1642  NGVD 29 (??/??/92)  104.043  (m)          341.35   (f) ADJ UNCH    2 0
 KU1642
 KU1642.Superseded values are not recommended for survey control.
 KU1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1642.See file dsdata.txt to determine how the superseded data were derived.
 KU1642
 KU1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL880246(NAD 83)
 KU1642_MARKER: DB = BENCH MARK DISK
 KU1642_SETTING: 66 = SET IN ROCK OUTCROP
 KU1642_SP_SET: ROCK OUTCROP
 KU1642_STAMPING: W 40 1956
 KU1642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU1642+STABILITY: POSITION/ELEVATION WELL
 KU1642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KU1642+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2003
 KU1642
 KU1642  HISTORY     - Date     Condition        Report By
 KU1642  HISTORY     - 1956     MONUMENTED       CGS
 KU1642  HISTORY     - 20030410 GOOD             PORANY
 KU1642  HISTORY     - 20051123 GOOD             BOSWEL
 KU1642
 KU1642                          STATION DESCRIPTION
 KU1642
 KU1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU1642'1 MI S FROM ENGLEWOOD CLIFFS.
 KU1642'0.15 MILE EAST ALONG PALISADES AVENUE FROM THE MUNICIPAL BUILDING
 KU1642'AT ENGLEWOOD CLIFFS, THENCE 0.8 MILE SOUTH ALONG HUDSON TERRACE,
 KU1642'1.2 MILE NORTH OF THE GEORGE WASHINGTON BRIDGE, 0.2 MILE NORTH
 KU1642'OF THE JUNCTION OF BAYVIEW AVENUE, 82 YARDS SOUTH OF THE CENTER
 KU1642'LINE OF AN ASPHALT ROAD LEADING WEST, 84 FEET SOUTH OF THE SOUTH
 KU1642'END OF THE WEST HEADWALL OF A 48-INCH CONCRETE CULVERT, 42 FEET
 KU1642'WEST OF THE CENTER LINE OF TERRACE, 21 FEET WEST OF POWER LINE
 KU1642'POLE NO. 60027, SET IN THE TOP OF A 4-BY-4-FOOT OUTCROP FLUSH WITH
 KU1642'THE GROUND AND 1 FOOT HIGHER THAN HUDSON TERRACE.
 KU1642
 KU1642                          STATION RECOVERY (2003)
 KU1642
 KU1642'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2003 (SSZ)
 KU1642'RECOVERED USING UTILITY POLE NO. 60027.  MARK IN LANDSCAPED AREA IN
 KU1642'FRONT OF LARGE WHITE METAL AND GLASS BUILDING.  75 FT. NORTH OF
 KU1642'ENTRANCE AND LOT FOR BUILDING AND 100 FT SOUTH OF LOT AND ENTRANCE TO
 KU1642'SAME BUILDING.  BUILDING THREE STORY ON SOUTH AND TWO STORY ON NORTH
 KU1642'SIDE.  CONCRETE HEADWALL NOW STONE.
 KU1642
 KU1642                          STATION RECOVERY (2005)
 KU1642
 KU1642'RECOVERY NOTE BY BOSWELL ENGINEERING 2005 (AB)
 KU1642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0813 ***********************************************************************
 KV0813  DESIGNATION -  W 5
 KV0813  PID         -  KV0813
 KV0813  STATE/COUNTY-  NJ/MONMOUTH
 KV0813  USGS QUAD   -  ASBURY PARK (1989)
 KV0813
 KV0813                         *CURRENT SURVEY CONTROL
 KV0813  ___________________________________________________________________
 KV0813* NAD 83(1986)-  40 10 49.     (N)    074 01 37.     (W)     SCALED    
 KV0813* NAVD 88     -         5.228  (meters)      17.15   (feet)  ADJUSTED  
 KV0813  ___________________________________________________________________
 KV0813  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV0813  DYNAMIC HT  -           5.225 (meters)      17.14  (feet)  COMP
 KV0813  MODELED GRAV-     980,166.5   (mgal)                       NAVD 88
 KV0813
 KV0813  VERT ORDER  -  FIRST     CLASS I
 KV0813
 KV0813.The horizontal coordinates were scaled from a topographic map and have
 KV0813.an estimated accuracy of +/- 6 seconds.
 KV0813
 KV0813.The orthometric height was determined by differential leveling
 KV0813.and adjusted by the National Geodetic Survey in June 1991..
 KV0813
 KV0813.The geoid height was determined by GEOID03.
 KV0813
 KV0813.The dynamic height is computed by dividing the NAVD 88
 KV0813.geopotential number by the normal gravity value computed on the
 KV0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0813.degrees latitude (g = 980.6199 gals.).
 KV0813
 KV0813.The modeled gravity was interpolated from observed gravity values.
 KV0813
 KV0813;                    North         East    Units  Estimated Accuracy
 KV0813;SPC NJ       -   149,640.      190,290.      MT  (+/- 180 meters Scaled)
 KV0813
 KV0813                          SUPERSEDED SURVEY CONTROL
 KV0813
 KV0813  NGVD 29 (04/16/92)    5.553  (m)           18.22   (f) ADJUSTED    1 1
 KV0813
 KV0813.Superseded values are not recommended for survey control.
 KV0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0813.See file dsdata.txt to determine how the superseded data were derived.
 KV0813
 KV0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK828482(NAD 83)
 KV0813_MARKER: DB = BENCH MARK DISK
 KV0813_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0813_SP_SET: BUILDING WALL
 KV0813_STAMPING: W 5 1930
 KV0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0813
 KV0813  HISTORY     - Date     Condition        Report By
 KV0813  HISTORY     - 1930     MONUMENTED       CGS
 KV0813  HISTORY     - 1961     GOOD             CGS
 KV0813  HISTORY     - 1968     GOOD             LOCSUR
 KV0813  HISTORY     - 1979     MARK NOT FOUND   NGS
 KV0813  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV0813  HISTORY     - 19920809 MARK NOT FOUND   USPSQD
 KV0813
 KV0813                          STATION DESCRIPTION
 KV0813
 KV0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0813'AT BELMAR.
 KV0813'AT BELMAR, ON THE PENNSYLVANIA RAILROAD, AT THE STATION, IN THE
 KV0813'WALL OF THE SECTION OF THE BUILDING HOUSING THE TICKET OFFICE, AND
 KV0813'IN THE CENTER OF THE SECTION.  A STANDARD DISK, SET VERTICALLY.
 KV0813
 KV0813                          STATION RECOVERY (1968)
 KV0813
 KV0813'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 KV0813'RECOVERED IN GOOD CONDITION.
 KV0813
 KV0813                          STATION RECOVERY (1979)
 KV0813
 KV0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0813'NOTE-- THE R.R. STATION IS NOW THE GOLDEN
 KV0813'SPIKE RESTAURANT, THE STATION HAS BEEN ADDED ON TO AND THE MARK
 KV0813'COVERED BY NEW CONSTRUCTION.
 KV0813
 KV0813                          STATION RECOVERY (1984)
 KV0813
 KV0813'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0813'MARK NOT FOUND.
 KV0813
 KV0813                          STATION RECOVERY (1992)
 KV0813
 KV0813'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0782 ***********************************************************************
 KU0782  DESIGNATION -  W 53
 KU0782  PID         -  KU0782
 KU0782  STATE/COUNTY-  NJ/MONMOUTH
 KU0782  USGS QUAD   -  SANDY HOOK (1981)
 KU0782
 KU0782                         *CURRENT SURVEY CONTROL
 KU0782  ___________________________________________________________________
 KU0782* NAD 83(1986)-  40 22 42.     (N)    073 58 31.     (W)     SCALED    
 KU0782* NAVD 88     -         2.087  (meters)       6.85   (feet)  ADJUSTED  
 KU0782  ___________________________________________________________________
 KU0782  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KU0782  DYNAMIC HT  -           2.086 (meters)       6.84  (feet)  COMP
 KU0782  MODELED GRAV-     980,181.6   (mgal)                       NAVD 88
 KU0782
 KU0782  VERT ORDER  -  FIRST     CLASS I
 KU0782
 KU0782.The horizontal coordinates were scaled from a topographic map and have
 KU0782.an estimated accuracy of +/- 6 seconds.
 KU0782
 KU0782.The orthometric height was determined by differential leveling
 KU0782.and adjusted by the National Geodetic Survey in June 1991..
 KU0782
 KU0782.The geoid height was determined by GEOID03.
 KU0782
 KU0782.The dynamic height is computed by dividing the NAVD 88
 KU0782.geopotential number by the normal gravity value computed on the
 KU0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0782.degrees latitude (g = 980.6199 gals.).
 KU0782
 KU0782.The modeled gravity was interpolated from observed gravity values.
 KU0782
 KU0782;                    North         East    Units  Estimated Accuracy
 KU0782;SPC NJ       -   171,650.      194,560.      MT  (+/- 180 meters Scaled)
 KU0782
 KU0782                          SUPERSEDED SURVEY CONTROL
 KU0782
 KU0782  NGVD 29 (04/16/92)    2.392  (m)            7.85   (f) ADJUSTED    1 1
 KU0782
 KU0782.Superseded values are not recommended for survey control.
 KU0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0782.See file dsdata.txt to determine how the superseded data were derived.
 KU0782
 KU0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK869702(NAD 83)
 KU0782_MARKER: DB = BENCH MARK DISK
 KU0782_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0782_SP_SET: CONCRETE WALL
 KU0782_STAMPING: W 53 1961
 KU0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0782
 KU0782  HISTORY     - Date     Condition        Report By
 KU0782  HISTORY     - 1961     MONUMENTED       CGS
 KU0782  HISTORY     - 1964     GOOD             NGS
 KU0782  HISTORY     - 1979     MARK NOT FOUND   NGS
 KU0782  HISTORY     - 19920722 MARK NOT FOUND   USPSQD
 KU0782
 KU0782                          STATION DESCRIPTION
 KU0782
 KU0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KU0782'1 MI N FROM SEA BRIGHT.
 KU0782'1.0 MILE NORTH ALONG OCEAN AVENUE FROM THE POST OFFICE AT SEA
 KU0782'BRIGHT, 25.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A YELLOW
 KU0782'ASBESTOS SHINGLED HOUSE NUMBER 616, 21.5 FEET WEST OF THE CENTER
 KU0782'LINE OF OCEAN AVENUE, 6.5 FEET NORTH OF CENTER LINE OF DRIVEWAY,
 KU0782'ABOUT 3 FEET ABOVE OCEAN AVENUE AND SET IN THE TOP OF A CONCRETE
 KU0782'WALL AT THE SOUTH END.  NOTE-- THIS MARK CAN ALSO BE REACHED
 KU0782'BY GOING 1.15 MILES SOUTH ALONG OCEAN AVENUE FROM THE EAST END
 KU0782'OF STATE HIGHWAY 36 BRIDGE OVER SHREWSBURY RIVER.
 KU0782
 KU0782                          STATION RECOVERY (1979)
 KU0782
 KU0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KU0782'SEARCHED FOR NOT RECOVERED, CONSTRUCTION IN AREA.
 KU0782
 KU0782                          STATION RECOVERY (1992)
 KU0782
 KU0782'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0151 ***********************************************************************
 JU0151  DESIGNATION -  W 54
 JU0151  PID         -  JU0151
 JU0151  STATE/COUNTY-  NJ/OCEAN
 JU0151  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0151
 JU0151                         *CURRENT SURVEY CONTROL
 JU0151  ___________________________________________________________________
 JU0151* NAD 83(1986)-  39 40 36.     (N)    074 09 13.     (W)     SCALED    
 JU0151* NAVD 88     -         1.363  (meters)       4.47   (feet)  ADJUSTED  
 JU0151  ___________________________________________________________________
 JU0151  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JU0151  DYNAMIC HT  -           1.362 (meters)       4.47  (feet)  COMP
 JU0151  MODELED GRAV-     980,154.4   (mgal)                       NAVD 88
 JU0151
 JU0151  VERT ORDER  -  SECOND    CLASS 0
 JU0151
 JU0151.The horizontal coordinates were scaled from a topographic map and have
 JU0151.an estimated accuracy of +/- 6 seconds.
 JU0151
 JU0151.The orthometric height was determined by differential leveling
 JU0151.and adjusted by the National Geodetic Survey in June 1991..
 JU0151
 JU0151.The geoid height was determined by GEOID03.
 JU0151
 JU0151.The dynamic height is computed by dividing the NAVD 88
 JU0151.geopotential number by the normal gravity value computed on the
 JU0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0151.degrees latitude (g = 980.6199 gals.).
 JU0151
 JU0151.The modeled gravity was interpolated from observed gravity values.
 JU0151
 JU0151;                    North         East    Units  Estimated Accuracy
 JU0151;SPC NJ       -    93,680.      179,720.      MT  (+/- 180 meters Scaled)
 JU0151
 JU0151                          SUPERSEDED SURVEY CONTROL
 JU0151
 JU0151  NGVD 29 (??/??/??)    1.743  (m)            5.72   (f) ADJUSTED    2 0
 JU0151
 JU0151.Superseded values are not recommended for survey control.
 JU0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0151.See file dsdata.txt to determine how the superseded data were derived.
 JU0151
 JU0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ725922(NAD 83)
 JU0151_MARKER: DB = BENCH MARK DISK
 JU0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0151_STAMPING: W 54 1961
 JU0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0151+STABILITY: SURFACE MOTION
 JU0151
 JU0151  HISTORY     - Date     Condition        Report By
 JU0151  HISTORY     - 1961     MONUMENTED       CGS
 JU0151  HISTORY     - 1964     MARK NOT FOUND   CGS
 JU0151  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0151  HISTORY     - 20010522 MARK NOT FOUND   NJGS
 JU0151
 JU0151                          STATION DESCRIPTION
 JU0151
 JU0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0151'1.1 MI N FROM SURF CITY.
 JU0151'1.1 MILE NORTH ON NORTH BEACH BOULEVARD FROM THE STANDPIPE AT SURF
 JU0151'CITY, 81 FEET WEST SOUTHWEST OF HOUSE NO. 45, 75 FEET NORTH OF THE
 JU0151'CENTERLINE OF HOUSE NO. 4336 FEET EAST OF THE CENTERLINE OF NORTH
 JU0151'BEACH BOULEVARD DIRECTLY ACROSS FROM THE ENTRANCE TO BAY HARBOR
 JU0151'DRIVE AND 10 FEET SOUTH OF A FIRE PLUG.  SET IN A ROUND CONCRETE
 JU0151'POST PROJECTING ONE INCH ABOVE THE GROUND.
 JU0151
 JU0151                          STATION RECOVERY (1964)
 JU0151
 JU0151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0151'MARK NOT FOUND.
 JU0151
 JU0151                          STATION RECOVERY (1987)
 JU0151
 JU0151'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0151'MARK NOT FOUND.
 JU0151
 JU0151                          STATION RECOVERY (2001)
 JU0151
 JU0151'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0151'THE STATION WAS NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0276 ***********************************************************************
 JU0276  DESIGNATION -  W 55
 JU0276  PID         -  JU0276
 JU0276  STATE/COUNTY-  NJ/ATLANTIC
 JU0276  USGS QUAD   -  OCEANVILLE (1989)
 JU0276
 JU0276                         *CURRENT SURVEY CONTROL
 JU0276  ___________________________________________________________________
 JU0276* NAD 83(1986)-  39 29 32.     (N)    074 26 15.     (W)     SCALED    
 JU0276* NAVD 88     -        14.732  (meters)      48.33   (feet)  ADJUSTED  
 JU0276  ___________________________________________________________________
 JU0276  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JU0276  DYNAMIC HT  -          14.725 (meters)      48.31  (feet)  COMP
 JU0276  MODELED GRAV-     980,133.7   (mgal)                       NAVD 88
 JU0276
 JU0276  VERT ORDER  -  FIRST     CLASS II
 JU0276
 JU0276.The horizontal coordinates were scaled from a topographic map and have
 JU0276.an estimated accuracy of +/- 6 seconds.
 JU0276
 JU0276.The orthometric height was determined by differential leveling
 JU0276.and adjusted by the National Geodetic Survey in June 1991..
 JU0276
 JU0276.The geoid height was determined by GEOID03.
 JU0276
 JU0276.The dynamic height is computed by dividing the NAVD 88
 JU0276.geopotential number by the normal gravity value computed on the
 JU0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0276.degrees latitude (g = 980.6199 gals.).
 JU0276
 JU0276.The modeled gravity was interpolated from observed gravity values.
 JU0276
 JU0276;                    North         East    Units  Estimated Accuracy
 JU0276;SPC NJ       -    73,140.      155,380.      MT  (+/- 180 meters Scaled)
 JU0276
 JU0276                          SUPERSEDED SURVEY CONTROL
 JU0276
 JU0276  NGVD 29 (04/16/92)   15.120  (m)           49.61   (f) ADJUSTED    1 2
 JU0276
 JU0276.Superseded values are not recommended for survey control.
 JU0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0276.See file dsdata.txt to determine how the superseded data were derived.
 JU0276
 JU0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ483715(NAD 83)
 JU0276_MARKER: DB = BENCH MARK DISK
 JU0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0276_STAMPING: W 55 1961
 JU0276_MARK LOGO: CGS   
 JU0276_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0276+STABILITY: SURFACE MOTION
 JU0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0276+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2005
 JU0276
 JU0276  HISTORY     - Date     Condition        Report By
 JU0276  HISTORY     - 1961     MONUMENTED       CGS
 JU0276  HISTORY     - 1979     GOOD             NGS
 JU0276  HISTORY     - 19950316 GOOD             NJGS
 JU0276  HISTORY     - 20050928 GOOD             CANJDE
 JU0276
 JU0276                          STATION DESCRIPTION
 JU0276
 JU0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0276'1 MI E FROM SMITHVILLE.
 JU0276'1.0 MILE EAST ON COUNTY ROAD 561 FROM THE JUNCTION OF U.S.
 JU0276'HIGHWAY 9, 72 FEET EAST OF THE NORTHEAST CORNER OF A CHURCH,
 JU0276'33.5 FEET SOUTH OF THE CENTERLINE OF ROAD 561, 18 FEET WEST OF
 JU0276'THE CENTERLINE OF A ROAD LEADING SOUTHEAST, 12 FEET SOUTHEAST
 JU0276'OF THE NORTHEAST CORNER OF A WALL AROUND A CEMETERY AND ONE
 JU0276'FOOT EAST OF THE WALL.  SET ON A CONCRETE POST PROJECTING 2
 JU0276'INCHES ABOVE THE GROUND.
 JU0276
 JU0276                          STATION RECOVERY (1979)
 JU0276
 JU0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0276'RECOVERED IN GOOD CONDITION.
 JU0276
 JU0276                          STATION RECOVERY (1995)
 JU0276
 JU0276'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0276'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  COUNTY ROAD 561 IS
 JU0276'ALSO KNOWN AS MOSS MILL ROAD.  THE ROAD MENTIONED IN THE ORIGINAL
 JU0276'DESCRIPTION IS NOW KNOWN AS BLACKMAN ROAD.
 JU0276
 JU0276                          STATION RECOVERY (2005)
 JU0276
 JU0276'RECOVERY NOTE BY   2005 (GAC)
 JU0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0497 ***********************************************************************
 JU0497  DESIGNATION -  W 56
 JU0497  PID         -  JU0497
 JU0497  STATE/COUNTY-  NJ/ATLANTIC
 JU0497  USGS QUAD   -  MARMORA (1994)
 JU0497
 JU0497                         *CURRENT SURVEY CONTROL
 JU0497  ___________________________________________________________________
 JU0497* NAD 83(1986)-  39 20 40.     (N)    074 39 10.     (W)     SCALED    
 JU0497* NAVD 88     -         4.603  (meters)      15.10   (feet)  ADJUSTED  
 JU0497  ___________________________________________________________________
 JU0497  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JU0497  DYNAMIC HT  -           4.600 (meters)      15.09  (feet)  COMP
 JU0497  MODELED GRAV-     980,111.5   (mgal)                       NAVD 88
 JU0497
 JU0497  VERT ORDER  -  FIRST     CLASS II
 JU0497
 JU0497.The horizontal coordinates were scaled from a topographic map and have
 JU0497.an estimated accuracy of +/- 6 seconds.
 JU0497
 JU0497.The orthometric height was determined by differential leveling
 JU0497.and adjusted by the National Geodetic Survey in June 1991..
 JU0497
 JU0497.The geoid height was determined by GEOID03.
 JU0497
 JU0497.The dynamic height is computed by dividing the NAVD 88
 JU0497.geopotential number by the normal gravity value computed on the
 JU0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0497.degrees latitude (g = 980.6199 gals.).
 JU0497
 JU0497.The modeled gravity was interpolated from observed gravity values.
 JU0497
 JU0497;                    North         East    Units  Estimated Accuracy
 JU0497;SPC NJ       -    56,750.      136,830.      MT  (+/- 180 meters Scaled)
 JU0497
 JU0497                          SUPERSEDED SURVEY CONTROL
 JU0497
 JU0497  NGVD 29 (01/10/92)    4.997  (m)           16.39   (f) ADJUSTED    1 2
 JU0497
 JU0497.Superseded values are not recommended for survey control.
 JU0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0497.See file dsdata.txt to determine how the superseded data were derived.
 JU0497
 JU0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ299550(NAD 83)
 JU0497_MARKER: DB = BENCH MARK DISK
 JU0497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0497_SP_SET: BUILDING
 JU0497_STAMPING: W 56 1961
 JU0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0497
 JU0497  HISTORY     - Date     Condition        Report By
 JU0497  HISTORY     - 1961     MONUMENTED       CGS
 JU0497  HISTORY     - 1979     GOOD             NGS
 JU0497
 JU0497                          STATION DESCRIPTION
 JU0497
 JU0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0497'0.8 MI NW FROM SCULLVILLE.
 JU0497'0.8 MILE NORTHWEST ON COUNTY ROAD 559 FROM THE CROSSROADS IN
 JU0497'SCULLVILLE TO THE SCULLVILLE PUBLIC SCHOOL NO. 1.  110 FEET
 JU0497'NORTHEAST OF THE CENTER LINE OF COUNTY ROAD 559 AND SET IN A
 JU0497'VERTICAL DRILL HOLE IN THE SOUTHWEST BRICK WALL AT THE WEST
 JU0497'CORNER OF THE BUILDING.
 JU0497
 JU0497                          STATION RECOVERY (1979)
 JU0497
 JU0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2483 ***********************************************************************
 JU2483  DESIGNATION -  W 57 RESET 1980
 JU2483  PID         -  JU2483
 JU2483  STATE/COUNTY-  NJ/CAPE MAY
 JU2483  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2483
 JU2483                         *CURRENT SURVEY CONTROL
 JU2483  ___________________________________________________________________
 JU2483* NAD 83(1986)-  39 09 41.     (N)    074 41 04.     (W)     SCALED    
 JU2483* NAVD 88     -         1.77   (+/-2cm)       5.8    (feet)  VERTCON   
 JU2483  ___________________________________________________________________
 JU2483  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 JU2483
 JU2483  VERT ORDER  -  THIRD (See Below)
 JU2483
 JU2483.The horizontal coordinates were scaled from a topographic map and have
 JU2483.an estimated accuracy of +/- 6 seconds.
 JU2483
 JU2483.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2483.The vertical order pertains to the NGVD 29 superseded value.
 JU2483
 JU2483.The geoid height was determined by GEOID03.
 JU2483
 JU2483;                    North         East    Units  Estimated Accuracy
 JU2483;SPC NJ       -    36,430.      134,060.      MT  (+/- 180 meters Scaled)
 JU2483
 JU2483                          SUPERSEDED SURVEY CONTROL
 JU2483
 JU2483  NGVD 29 (??/??/??)    2.15   (m)            7.1    (f) RESET       3  
 JU2483
 JU2483.Superseded values are not recommended for survey control.
 JU2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2483.See file dsdata.txt to determine how the superseded data were derived.
 JU2483
 JU2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ272347(NAD 83)
 JU2483_MARKER: DB = BENCH MARK DISK
 JU2483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU2483_SP_SET: ROAD CURB
 JU2483_STAMPING: W 57 RESET 1980
 JU2483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2483
 JU2483  HISTORY     - Date     Condition        Report By
 JU2483  HISTORY     - 1980     MONUMENTED       NGS
 JU2483
 JU2483                          STATION DESCRIPTION
 JU2483
 JU2483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 JU2483'IN NORTH PART FROM SEA ISLE CITY.
 JU2483'TO REACH FROM THE POST OFFICE IN SEA ISLE CITY, GO EAST ON JOHN F.
 JU2483'KENNEDY BOULEVARD FOR 0.1 MILE TO A CROSS ROADS.  TURN LEFT AND GO
 JU2483'NORTH ON LANDIS AVENUE FOR 0.55 MILE TO A CROSSROADS.  TURN RIGHT AND
 JU2483'EAST ON 31ST STREET FOR 0.1 MILE TO A STREET RIGHT AT THE BOARDWALK AN
 JU2483'THE BENCH MARK ON THE RIGHT, 50 YARDS NORTH NORTHWEST OF A PUBLIC BATH
 JU2483'HOUSE, 60 FT ESE OF A POWERLINE POLE #W39844, 36 FT. NW OF THE NW CORN
 JU2483'HOUSE, 31 FT SOUTH OF THE CENTER OF 31ST STREET AND 14 FT WEST OF THE
 JU2483'THE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0460 ***********************************************************************
 JU0460  DESIGNATION -  W 58
 JU0460  PID         -  JU0460
 JU0460  STATE/COUNTY-  NJ/CAPE MAY
 JU0460  USGS QUAD   -  WOODBINE (1972)
 JU0460
 JU0460                         *CURRENT SURVEY CONTROL
 JU0460  ___________________________________________________________________
 JU0460* NAD 83(1986)-  39 10 16.     (N)    074 47 51.     (W)     SCALED    
 JU0460* NAVD 88     -         4.200  (meters)      13.78   (feet)  ADJUSTED  
 JU0460  ___________________________________________________________________
 JU0460  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 JU0460  DYNAMIC HT  -           4.197 (meters)      13.77  (feet)  COMP
 JU0460  MODELED GRAV-     980,080.4   (mgal)                       NAVD 88
 JU0460
 JU0460  VERT ORDER  -  FIRST     CLASS II
 JU0460
 JU0460.The horizontal coordinates were scaled from a topographic map and have
 JU0460.an estimated accuracy of +/- 6 seconds.
 JU0460
 JU0460.The orthometric height was determined by differential leveling
 JU0460.and adjusted by the National Geodetic Survey in June 1991..
 JU0460
 JU0460.The geoid height was determined by GEOID03.
 JU0460
 JU0460.The dynamic height is computed by dividing the NAVD 88
 JU0460.geopotential number by the normal gravity value computed on the
 JU0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0460.degrees latitude (g = 980.6199 gals.).
 JU0460
 JU0460.The modeled gravity was interpolated from observed gravity values.
 JU0460
 JU0460;                    North         East    Units  Estimated Accuracy
 JU0460;SPC NJ       -    37,540.      124,290.      MT  (+/- 180 meters Scaled)
 JU0460
 JU0460                          SUPERSEDED SURVEY CONTROL
 JU0460
 JU0460  NGVD 29 (04/16/92)    4.585  (m)           15.04   (f) ADJUSTED    1 2
 JU0460
 JU0460.Superseded values are not recommended for survey control.
 JU0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0460.See file dsdata.txt to determine how the superseded data were derived.
 JU0460
 JU0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ174357(NAD 83)
 JU0460_MARKER: DB = BENCH MARK DISK
 JU0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0460_STAMPING: W 58 1961
 JU0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0460+STABILITY: SURFACE MOTION
 JU0460
 JU0460  HISTORY     - Date     Condition        Report By
 JU0460  HISTORY     - 1961     MONUMENTED       CGS
 JU0460  HISTORY     - 1979     GOOD             NGS
 JU0460
 JU0460                          STATION DESCRIPTION
 JU0460
 JU0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0460'0.7 MI E FROM SOUTH DENNIS.
 JU0460'0.7 MILE ON SOUTH DENNIS AND SOUTH SEAVILLE ROADS FROM THE
 JU0460'JUNCTION WITH STATE HIGHWAY 83 IN SOUTH DENNIS AND AT THE JUNCTION
 JU0460'OF 2 BLACK TOPPED ROADS.  37.4 FEET EAST OF TELEPHONE POLE NO.
 JU0460'BT-824-1 AT THE JUNCTION OF THE ROADS, 31.9 FEET SOUTH OF THE ROAD
 JU0460'TO SOUTH SEAVILLE AND 28 FEET NORTH OF THE BLACK TOPPED ROAD
 JU0460'LEADING SOUTHEAST.  SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU0460'2 INCHES.
 JU0460
 JU0460                          STATION RECOVERY (1979)
 JU0460
 JU0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0976 ***********************************************************************
 JU0976  DESIGNATION -  W 59
 JU0976  PID         -  JU0976
 JU0976  STATE/COUNTY-  NJ/CUMBERLAND
 JU0976  USGS QUAD   -  SHILOH (1993)
 JU0976
 JU0976                         *CURRENT SURVEY CONTROL
 JU0976  ___________________________________________________________________
 JU0976* NAD 83(1986)-  39 25 47.     (N)    075 19 43.     (W)     SCALED    
 JU0976* NAVD 88     -        24.275  (meters)      79.64   (feet)  ADJUSTED  
 JU0976  ___________________________________________________________________
 JU0976  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JU0976  DYNAMIC HT  -          24.263 (meters)      79.60  (feet)  COMP
 JU0976  MODELED GRAV-     980,117.4   (mgal)                       NAVD 88
 JU0976
 JU0976  VERT ORDER  -  SECOND    CLASS I
 JU0976
 JU0976.The horizontal coordinates were scaled from a topographic map and have
 JU0976.an estimated accuracy of +/- 6 seconds.
 JU0976
 JU0976.The orthometric height was determined by differential leveling
 JU0976.and adjusted by the National Geodetic Survey in March 2001..
 JU0976.No vertical observational check was made to the station.
 JU0976
 JU0976.The geoid height was determined by GEOID03.
 JU0976
 JU0976.The dynamic height is computed by dividing the NAVD 88
 JU0976.geopotential number by the normal gravity value computed on the
 JU0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0976.degrees latitude (g = 980.6199 gals.).
 JU0976
 JU0976.The modeled gravity was interpolated from observed gravity values.
 JU0976
 JU0976;                    North         East    Units  Estimated Accuracy
 JU0976;SPC NJ       -    66,530.       78,660.      MT  (+/- 180 meters Scaled)
 JU0976
 JU0976                          SUPERSEDED SURVEY CONTROL
 JU0976
 JU0976  NAVD 88 (06/15/91)   24.284  (m)           79.67   (f) UNKNOWN     2 0
 JU0976  NGVD 29 (04/16/92)   24.585  (m)           80.66   (f) ADJUSTED    2 0
 JU0976
 JU0976.Superseded values are not recommended for survey control.
 JU0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0976.See file dsdata.txt to determine how the superseded data were derived.
 JU0976
 JU0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ717645(NAD 83)
 JU0976_MARKER: DB = BENCH MARK DISK
 JU0976_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU0976_SP_SET: CULVERT HEADWALL
 JU0976_STAMPING: W 59 1961
 JU0976_MARK LOGO: CGS   
 JU0976_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0976+STABILITY: SURFACE MOTION
 JU0976_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0976+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1998
 JU0976
 JU0976  HISTORY     - Date     Condition        Report By
 JU0976  HISTORY     - 1961     MONUMENTED       CGS
 JU0976  HISTORY     - 1979     GOOD             NGS
 JU0976  HISTORY     - 19950129 GOOD             USPSQD
 JU0976  HISTORY     - 19980915 GOOD             NJGS
 JU0976
 JU0976                          STATION DESCRIPTION
 JU0976
 JU0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0976'1.6 MI NE FROM OTHELLO.
 JU0976'0.15 MILE NORTHWEST ON BLACKTOPPED ROAD FROM THE CHURCH AND
 JU0976'CEMETERY IN OTHELLO THENCE 1.4 MILE NORTHEAST ON THE ROAD TO
 JU0976'ROADSTOWN AND SHILOH.  21 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JU0976'ROAD AND SET IN A DRILL HOLE IN THE TOP AT THE NORTHEAST END OF
 JU0976'THE SOUTHEAST CONCRETE HEADWALL OF A 5 FOOT CONCRETE PIPE CULVERT
 JU0976'ABOUT LEVEL WITH THE ROAD.
 JU0976
 JU0976                          STATION RECOVERY (1979)
 JU0976
 JU0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0976'RECOVERED IN GOOD CONDITION.
 JU0976
 JU0976                          STATION RECOVERY (1995)
 JU0976
 JU0976'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0976'RECOVERED IN GOOD CONDITION.
 JU0976
 JU0976                          STATION RECOVERY (1998)
 JU0976
 JU0976'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU0976'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0068 ***********************************************************************
 JU0068  DESIGNATION -  W 6
 JU0068  PID         -  JU0068
 JU0068  STATE/COUNTY-  NJ/OCEAN
 JU0068  USGS QUAD   -  FORKED RIVER (1989)
 JU0068
 JU0068                         *CURRENT SURVEY CONTROL
 JU0068  ___________________________________________________________________
 JU0068* NAD 83(1986)-  39 46 10.     (N)    074 12 57.     (W)     SCALED    
 JU0068* NAVD 88     -         9.374  (meters)      30.75   (feet)  ADJUSTED  
 JU0068  ___________________________________________________________________
 JU0068  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JU0068  DYNAMIC HT  -           9.370 (meters)      30.74  (feet)  COMP
 JU0068  MODELED GRAV-     980,169.5   (mgal)                       NAVD 88
 JU0068
 JU0068  VERT ORDER  -  FIRST     CLASS I
 JU0068
 JU0068.The horizontal coordinates were scaled from a topographic map and have
 JU0068.an estimated accuracy of +/- 6 seconds.
 JU0068
 JU0068.The orthometric height was determined by differential leveling
 JU0068.and adjusted by the National Geodetic Survey in June 1991..
 JU0068
 JU0068.The geoid height was determined by GEOID03.
 JU0068
 JU0068.The dynamic height is computed by dividing the NAVD 88
 JU0068.geopotential number by the normal gravity value computed on the
 JU0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0068.degrees latitude (g = 980.6199 gals.).
 JU0068
 JU0068.The modeled gravity was interpolated from observed gravity values.
 JU0068
 JU0068;                    North         East    Units  Estimated Accuracy
 JU0068;SPC NJ       -   103,960.      174,350.      MT  (+/- 180 meters Scaled)
 JU0068
 JU0068                          SUPERSEDED SURVEY CONTROL
 JU0068
 JU0068  NGVD 29 (04/16/92)    9.751  (m)           31.99   (f) ADJUSTED    1 1
 JU0068
 JU0068.Superseded values are not recommended for survey control.
 JU0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0068.See file dsdata.txt to determine how the superseded data were derived.
 JU0068
 JU0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK671024(NAD 83)
 JU0068_MARKER: DB = BENCH MARK DISK
 JU0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0068_STAMPING: W 6 1930 32.073
 JU0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0068+STABILITY: SURFACE MOTION
 JU0068
 JU0068  HISTORY     - Date     Condition        Report By
 JU0068  HISTORY     - 1930     MONUMENTED       CGS
 JU0068  HISTORY     - 1964     GOOD             CGS
 JU0068  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0068  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0068  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0068  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0068
 JU0068                          STATION DESCRIPTION
 JU0068
 JU0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0068'1.2 MI NE FROM BARNEGAT.
 JU0068'ABOUT 1.05 MILES NORTHEAST ALONG U.S. HIGHWAY 9 FROM THE GRADE
 JU0068'SCHOOL AT BARNEGAT, THENCE 0.2 MILE NORTHWEST ALONG A GRAVEL
 JU0068'ROAD, ALONG THE CENTRAL RAILROAD OF NEW JERSEY, 52.0 FEET WEST
 JU0068'OF THE CENTER OF THE CROSSING, 44.0 FEET SOUTHWEST OF THE CENTER
 JU0068'LINE OF THE SAND ROAD, 39.6 FEET NORTHWEST OF THE NORTHWEST
 JU0068'RAIL, 2.6 FEET SOUTHWEST OF A WOODEN WITNESS POST, ABOUT 2 FEET
 JU0068'ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 JU0068'POST PROJECTING 0.2 FOOT.  NOTE-- ALSO MAY BE REACHED BY GOING
 JU0068'ABOUT 1.2 MILE NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW
 JU0068'JERSEY FROM THE CROSSING OF WEST BAY AVENUE (OCEAN COUNTY
 JU0068'HIGHWAY 534).
 JU0068
 JU0068                          STATION RECOVERY (1979)
 JU0068
 JU0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0068'MARK NOT FOUND.
 JU0068
 JU0068                          STATION RECOVERY (1985)
 JU0068
 JU0068'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0068'MARK NOT FOUND.
 JU0068
 JU0068                          STATION RECOVERY (1987)
 JU0068
 JU0068'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0068'MARK NOT FOUND.
 JU0068
 JU0068                          STATION RECOVERY (1987)
 JU0068
 JU0068'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0547 ***********************************************************************
 JU0547  DESIGNATION -  W 62
 JU0547  PID         -  JU0547
 JU0547  STATE/COUNTY-  NJ/CAMDEN
 JU0547  USGS QUAD   -  CLEMENTON (1981)
 JU0547
 JU0547                         *CURRENT SURVEY CONTROL
 JU0547  ___________________________________________________________________
 JU0547* NAD 83(1986)-  39 45 02.     (N)    074 55 55.     (W)     SCALED    
 JU0547* NAVD 88     -        46.866  (meters)     153.76   (feet)  ADJUSTED  
 JU0547  ___________________________________________________________________
 JU0547  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU0547  DYNAMIC HT  -          46.844 (meters)     153.69  (feet)  COMP
 JU0547  MODELED GRAV-     980,145.8   (mgal)                       NAVD 88
 JU0547
 JU0547  VERT ORDER  -  FIRST     CLASS I
 JU0547
 JU0547.The horizontal coordinates were scaled from a topographic map and have
 JU0547.an estimated accuracy of +/- 6 seconds.
 JU0547
 JU0547.The orthometric height was determined by differential leveling
 JU0547.and adjusted by the National Geodetic Survey in June 1991..
 JU0547
 JU0547.The geoid height was determined by GEOID03.
 JU0547
 JU0547.The dynamic height is computed by dividing the NAVD 88
 JU0547.geopotential number by the normal gravity value computed on the
 JU0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0547.degrees latitude (g = 980.6199 gals.).
 JU0547
 JU0547.The modeled gravity was interpolated from observed gravity values.
 JU0547
 JU0547;                    North         East    Units  Estimated Accuracy
 JU0547;SPC NJ       -   101,910.      112,980.      MT  (+/- 180 meters Scaled)
 JU0547
 JU0547                          SUPERSEDED SURVEY CONTROL
 JU0547
 JU0547  NGVD 29 (??/??/??)   47.225  (m)          154.94   (f) ADJUSTED    1 1
 JU0547
 JU0547.Superseded values are not recommended for survey control.
 JU0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0547.See file dsdata.txt to determine how the superseded data were derived.
 JU0547
 JU0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK058000(NAD 83)
 JU0547_MARKER: DB = BENCH MARK DISK
 JU0547_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0547_SP_SET: FOUNDATION
 JU0547_STAMPING: W 62 1963
 JU0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0547
 JU0547  HISTORY     - Date     Condition        Report By
 JU0547  HISTORY     - 1963     MONUMENTED       CGS
 JU0547  HISTORY     - 1964     GOOD             CGS
 JU0547  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 JU0547
 JU0547                          STATION DESCRIPTION
 JU0547
 JU0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0547'AT WILLIAMSTOWN JCT.
 JU0547'0.1 MILE SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0547'FROM THE STATION, AT MILEPOST 19, SET ON TOP OF THE WEST CORNER
 JU0547'OF A 8-FOOT WIDE BY 16-FOOT LONG ABANDONED CONCRETE FOUNDATION
 JU0547'FOR WATER TANK, 20.4 FEET SOUTHWEST OF SOUTHWEST RAIL OF MAIN
 JU0547'TRACK, 74 1/2 FEET SOUTHWEST AND ACROSS TRACK FROM THE MILEPOST,
 JU0547'AND ABOUT 1 FOOT ABOVE LEVEL OF TRACK.
 JU0547
 JU0547                          STATION RECOVERY (1983)
 JU0547
 JU0547'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JU0547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0567 ***********************************************************************
 JU0567  DESIGNATION -  W 63
 JU0567  PID         -  JU0567
 JU0567  STATE/COUNTY-  NJ/ATLANTIC
 JU0567  USGS QUAD   -  NEWTONVILLE (1972)
 JU0567
 JU0567                         *CURRENT SURVEY CONTROL
 JU0567  ___________________________________________________________________
 JU0567* NAD 83(1986)-  39 36 21.     (N)    074 45 45.     (W)     SCALED    
 JU0567* NAVD 88     -        28.863  (meters)      94.69   (feet)  ADJUSTED  
 JU0567  ___________________________________________________________________
 JU0567  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JU0567  DYNAMIC HT  -          28.849 (meters)      94.65  (feet)  COMP
 JU0567  MODELED GRAV-     980,132.3   (mgal)                       NAVD 88
 JU0567
 JU0567  VERT ORDER  -  FIRST     CLASS I
 JU0567
 JU0567.The horizontal coordinates were scaled from a topographic map and have
 JU0567.an estimated accuracy of +/- 6 seconds.
 JU0567
 JU0567.The orthometric height was determined by differential leveling
 JU0567.and adjusted by the National Geodetic Survey in June 1991..
 JU0567
 JU0567.The geoid height was determined by GEOID03.
 JU0567
 JU0567.The dynamic height is computed by dividing the NAVD 88
 JU0567.geopotential number by the normal gravity value computed on the
 JU0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0567.degrees latitude (g = 980.6199 gals.).
 JU0567
 JU0567.The modeled gravity was interpolated from observed gravity values.
 JU0567
 JU0567;                    North         East    Units  Estimated Accuracy
 JU0567;SPC NJ       -    85,790.      127,460.      MT  (+/- 180 meters Scaled)
 JU0567
 JU0567                          SUPERSEDED SURVEY CONTROL
 JU0567
 JU0567  NGVD 29 (??/??/??)   29.231  (m)           95.90   (f) ADJUSTED    1 1
 JU0567
 JU0567.Superseded values are not recommended for survey control.
 JU0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0567.See file dsdata.txt to determine how the superseded data were derived.
 JU0567
 JU0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ203840(NAD 83)
 JU0567_MARKER: DB = BENCH MARK DISK
 JU0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0567_STAMPING: W 63 1963
 JU0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0567+STABILITY: SURFACE MOTION
 JU0567
 JU0567  HISTORY     - Date     Condition        Report By
 JU0567  HISTORY     - 1963     MONUMENTED       CGS
 JU0567  HISTORY     - 1964     GOOD             CGS
 JU0567  HISTORY     - 1984     GOOD             USPSQD
 JU0567
 JU0567                          STATION DESCRIPTION
 JU0567
 JU0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0567'3 MI SE FROM HAMMONTON.
 JU0567'3.0 MILES SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0567'FROM THE STATION AT HAMMONTON, 0.35 MILE SOUTHEAST OF MILEPOST
 JU0567'33, IN LINE WITH EXTENDED CENTERLINE OF A WOODS ROAD LEADING
 JU0567'NORTHEAST, 16.5 FEET NORTHEAST OF NORTHEAST RAIL, 5 1/2 FEET
 JU0567'NORTHWEST OF A TELEPHONE POLE, 1.5 FEET SOUTHEAST OF A STEEL
 JU0567'WITNESS POST, 3 FEET ABOVE LEVEL OF TRACK, AND SET IN THE TOP
 JU0567'OF A CONCRETE POST PROJECTING 2 INCHES.
 JU0567
 JU0567                          STATION RECOVERY (1984)
 JU0567
 JU0567'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0523 ***********************************************************************
 JU0523  DESIGNATION -  W 64
 JU0523  PID         -  JU0523
 JU0523  STATE/COUNTY-  NJ/ATLANTIC
 JU0523  USGS QUAD   -  PLEASANTVILLE (1994)
 JU0523
 JU0523                         *CURRENT SURVEY CONTROL
 JU0523  ___________________________________________________________________
 JU0523* NAD 83(1986)-  39 27 26.     (N)    074 35 29.     (W)     SCALED    
 JU0523* NAVD 88     -        22.079  (meters)      72.44   (feet)  ADJUSTED  
 JU0523  ___________________________________________________________________
 JU0523  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JU0523  DYNAMIC HT  -          22.068 (meters)      72.40  (feet)  COMP
 JU0523  MODELED GRAV-     980,125.1   (mgal)                       NAVD 88
 JU0523
 JU0523  VERT ORDER  -  FIRST     CLASS I
 JU0523
 JU0523.The horizontal coordinates were scaled from a topographic map and have
 JU0523.an estimated accuracy of +/- 6 seconds.
 JU0523
 JU0523.The orthometric height was determined by differential leveling
 JU0523.and adjusted by the National Geodetic Survey in June 1991..
 JU0523
 JU0523.The geoid height was determined by GEOID03.
 JU0523
 JU0523.The dynamic height is computed by dividing the NAVD 88
 JU0523.geopotential number by the normal gravity value computed on the
 JU0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0523.degrees latitude (g = 980.6199 gals.).
 JU0523
 JU0523.The modeled gravity was interpolated from observed gravity values.
 JU0523
 JU0523;                    North         East    Units  Estimated Accuracy
 JU0523;SPC NJ       -    69,260.      142,140.      MT  (+/- 180 meters Scaled)
 JU0523
 JU0523                          SUPERSEDED SURVEY CONTROL
 JU0523
 JU0523  NGVD 29 (??/??/??)   22.459  (m)           73.68   (f) ADJUSTED    1 1
 JU0523
 JU0523.Superseded values are not recommended for survey control.
 JU0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0523.See file dsdata.txt to determine how the superseded data were derived.
 JU0523
 JU0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ351675(NAD 83)
 JU0523_MARKER: DB = BENCH MARK DISK
 JU0523_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0523_SP_SET: SLAB
 JU0523_STAMPING: W 64 1963
 JU0523_MARK LOGO: CGS   
 JU0523_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0523+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2004
 JU0523
 JU0523  HISTORY     - Date     Condition        Report By
 JU0523  HISTORY     - 1963     MONUMENTED       CGS
 JU0523  HISTORY     - 1964     GOOD             CGS
 JU0523  HISTORY     - 1981     GOOD             USGS
 JU0523  HISTORY     - 19950228 GOOD             NGS
 JU0523  HISTORY     - 20041001 GOOD             GEOCAC
 JU0523
 JU0523                          STATION DESCRIPTION
 JU0523
 JU0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0523'2 MI SW FROM POMANA.
 JU0523'1.15 MILES WEST ALONG MAYS LANDING ROAD FROM THE CROSSING OF THE
 JU0523'PENNSYLVANIA-READING SEASHORE LINES AT POMONA, THENCE 0.9 MILE
 JU0523'SOUTH ALONG TILTON ROAD, AT A GATE LEADING EAST TO THE CONTROL
 JU0523'TOWER AT THE NATIONAL AVIATION FACILITIES EXPERIMENTAL CENTER,
 JU0523'SET ON TOP OF A ABANDONED 2 1/2-FOOT BY 2 1/2 FOOT CONCRETE BLOCK, 157
 JU0523'FEET NORTH OF CENTER OF THE GATE, 22 FEET EAST OF CENTER LINE OF A
 JU0523'CIRCULAR ROAD IN FRONT OF GATE, 14.5 FEET WEST OF FENCE SURROUNDING
 JU0523'THE CENTER, 11 FEET SOUTH-SOUTHWEST OF A 8-INCH SYCAMORE TREE,
 JU0523'AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
 JU0523
 JU0523                          STATION RECOVERY (1981)
 JU0523
 JU0523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 JU0523'RECOVERED IN GOOD CONDITION.
 JU0523
 JU0523                          STATION RECOVERY (1995)
 JU0523
 JU0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 JU0523'2.1 KM (1.30 MI) SOUTHWESTERLY ALONG COUNTY ROAD 575 FROM THE JUNCTION
 JU0523'OF U.S.  HIGHWAY 30 IN POMONA, THENCE 1.4 KM (0.85 MI) SOUTHEASTERLY
 JU0523'ALONG TILTON ROAD, NEAR THE SOUTHEAST CORNER OF A 2.5 BY 2.5-FOOT
 JU0523'CONCRETE SLAB, 54.7 M (179.5 FT) EAST OF THE ROAD CENTERLINE, 35.6 M
 JU0523'(116.8 FT) NORTH OF THE CENTER OF THE OLD AIRPORT ENTRANCE ROAD AND
 JU0523'GATE, 8.0 M (26.2 FT) NORTHEAST OF THE CENTER OF A CIRCLE DRIVEWAY,
 JU0523'4.5 M (14.8 FT) SOUTHWEST OF A CHAIN-LINK FENCE, AND 0.3 M (1.0 FT)
 JU0523'ABOVE THE LEVEL OF THE ROAD.
 JU0523
 JU0523                          STATION RECOVERY (2004)
 JU0523
 JU0523'RECOVERY NOTE BY GEOCACHING 2004 (STC)
 JU0523'SPELLING OF NEAREST TOWN IN 1964 DESCRIPTION SHOULD BE POMONA.  FENCE
 JU0523'DESCRIBED IN 1995 HAS BEEN REPLACED AND NEW DISTANCE TO FENCE IS
 JU0523'APPROX 11.2 FT.  STATION IS APPROX 1.7 FT NORTHEAST OF EDGE OF
 JU0523'CURBLINE AND STREET.  HANDHELD GPS COORDINATES N 39 27 27.6 W 074 35
 JU0523'28.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0270 ***********************************************************************
 JU0270  DESIGNATION -  W 65
 JU0270  PID         -  JU0270
 JU0270  STATE/COUNTY-  NJ/ATLANTIC
 JU0270  USGS QUAD   -  OCEANVILLE (1989)
 JU0270
 JU0270                         *CURRENT SURVEY CONTROL
 JU0270  ___________________________________________________________________
 JU0270* NAD 83(1986)-  39 26 19.     (N)    074 28 50.     (W)     SCALED    
 JU0270* NAVD 88     -         7.608  (meters)      24.96   (feet)  ADJUSTED  
 JU0270  ___________________________________________________________________
 JU0270  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JU0270  DYNAMIC HT  -           7.604 (meters)      24.95  (feet)  COMP
 JU0270  MODELED GRAV-     980,122.5   (mgal)                       NAVD 88
 JU0270
 JU0270  VERT ORDER  -  FIRST     CLASS I
 JU0270
 JU0270.The horizontal coordinates were scaled from a topographic map and have
 JU0270.an estimated accuracy of +/- 6 seconds.
 JU0270
 JU0270.The orthometric height was determined by differential leveling
 JU0270.and adjusted by the National Geodetic Survey in June 1991..
 JU0270
 JU0270.The geoid height was determined by GEOID03.
 JU0270
 JU0270.The dynamic height is computed by dividing the NAVD 88
 JU0270.geopotential number by the normal gravity value computed on the
 JU0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0270.degrees latitude (g = 980.6199 gals.).
 JU0270
 JU0270.The modeled gravity was interpolated from observed gravity values.
 JU0270
 JU0270;                    North         East    Units  Estimated Accuracy
 JU0270;SPC NJ       -    67,190.      151,670.      MT  (+/- 180 meters Scaled)
 JU0270
 JU0270                          SUPERSEDED SURVEY CONTROL
 JU0270
 JU0270  NGVD 29 (04/16/92)    7.995  (m)           26.23   (f) ADJUSTED    1 1
 JU0270
 JU0270.Superseded values are not recommended for survey control.
 JU0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0270.See file dsdata.txt to determine how the superseded data were derived.
 JU0270
 JU0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ447655(NAD 83)
 JU0270_MARKER: DB = BENCH MARK DISK
 JU0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0270_STAMPING: W 65 1964
 JU0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0270+STABILITY: SURFACE MOTION
 JU0270
 JU0270  HISTORY     - Date     Condition        Report By
 JU0270  HISTORY     - 1964     MONUMENTED       CGS
 JU0270  HISTORY     - 1979     GOOD             NGS
 JU0270
 JU0270                          STATION DESCRIPTION
 JU0270
 JU0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0270'1.6 MI NE FROM ABSECON.
 JU0270'1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 9 FROM THE INTERSECTION
 JU0270'OF U.S. HIGHWAY 30 AT ABSECON, ON THE GROUNDS OF THE BAYVIEW
 JU0270'METHODIST CHURCH, 54.7 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JU0270'HIGHWAY, 14.2 FEET NORTHEAST OF THE NORTH CORNER OF THE MAIN
 JU0270'PART OF THE CHURCH, 17.4 FEET EAST-SOUTHEAST OF A FLOOD LIGHT
 JU0270'WHICH IS SET IN CONCRETE, ABOUT LEVEL WITH THE HIGHWAY AND SET
 JU0270'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 JU0270
 JU0270                          STATION RECOVERY (1979)
 JU0270
 JU0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0138 ***********************************************************************
 JU0138  DESIGNATION -  W 66
 JU0138  PID         -  JU0138
 JU0138  STATE/COUNTY-  NJ/OCEAN
 JU0138  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0138
 JU0138                         *CURRENT SURVEY CONTROL
 JU0138  ___________________________________________________________________
 JU0138* NAD 83(1986)-  39 39 21.     (N)    074 11 20.     (W)     SCALED    
 JU0138* NAVD 88     -         5.049  (meters)      16.56   (feet)  ADJUSTED  
 JU0138  ___________________________________________________________________
 JU0138  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JU0138  DYNAMIC HT  -           5.046 (meters)      16.56  (feet)  COMP
 JU0138  MODELED GRAV-     980,152.9   (mgal)                       NAVD 88
 JU0138
 JU0138  VERT ORDER  -  FIRST     CLASS I
 JU0138
 JU0138.The horizontal coordinates were scaled from a topographic map and have
 JU0138.an estimated accuracy of +/- 6 seconds.
 JU0138
 JU0138.The orthometric height was determined by differential leveling
 JU0138.and adjusted by the National Geodetic Survey in June 1991..
 JU0138
 JU0138.The geoid height was determined by GEOID03.
 JU0138
 JU0138.The dynamic height is computed by dividing the NAVD 88
 JU0138.geopotential number by the normal gravity value computed on the
 JU0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0138.degrees latitude (g = 980.6199 gals.).
 JU0138
 JU0138.The modeled gravity was interpolated from observed gravity values.
 JU0138
 JU0138;                    North         East    Units  Estimated Accuracy
 JU0138;SPC NJ       -    91,350.      176,700.      MT  (+/- 180 meters Scaled)
 JU0138
 JU0138                          SUPERSEDED SURVEY CONTROL
 JU0138
 JU0138  NGVD 29 (??/??/??)    5.432  (m)           17.82   (f) ADJUSTED    1 1
 JU0138
 JU0138.Superseded values are not recommended for survey control.
 JU0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0138.See file dsdata.txt to determine how the superseded data were derived.
 JU0138
 JU0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ695898(NAD 83)
 JU0138_MARKER: DB = BENCH MARK DISK
 JU0138_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU0138_SP_SET: BRIDGE ABUTMENT
 JU0138_STAMPING: W 66 1964
 JU0138_MARK LOGO: CGS   
 JU0138_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0138+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 JU0138
 JU0138  HISTORY     - Date     Condition        Report By
 JU0138  HISTORY     - 1964     MONUMENTED       CGS
 JU0138  HISTORY     - 1983     GOOD             LOCSUR
 JU0138  HISTORY     - 1987     GOOD             USPSQD
 JU0138  HISTORY     - 19950131 GOOD             NJGS
 JU0138  HISTORY     - 19960711 GOOD             NJGS
 JU0138
 JU0138                          STATION DESCRIPTION
 JU0138
 JU0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0138'1.2 MI NW FROM SHIP BOTTOM.
 JU0138'ABOUT 0.4 MILE NORTHEAST ALONG LONG BEACH BOULEVARD FROM THE
 JU0138'CITY HALL AT SHIP BOTTOM, THENCE ABOUT 0.75 MILE NORTHWEST ALONG
 JU0138'STATE HIGHWAY 72, AT THE SECOND BRIDGE FROM THE SOUTHEAST END OF
 JU0138'THE LONG BEACH CAUSEWAY, SET IN THE TOP NEAR THE SOUTHEAST END OF
 JU0138'THE SOUTHWEST CURBING ALONG THE SOUTHWEST SIDE OF THE BRIDGE,
 JU0138'4 FEET NORTHWEST OF THE SOUTHEAST END OF THE CURBING, 9.5 FEET
 JU0138'NORTHWEST OF THE SOUTHEAST END OF THE CONCRETE ABUTMENT, 2.3 FEET
 JU0138'SOUTHWEST OF THE NORTHEAST EDGE OF THE CURBING, 0.5 FOOT NORTHEAST
 JU0138'OF THE NORTHEAST EDGE OF THE SOUTHWEST BANISTER AND ABOUT 1 FOOT
 JU0138'ABOVE THE LEVEL OF THE BRIDGE FLOOR.  NOTE-- THE MARK IS SET
 JU0138'DIRECTLY OVER THE SOUTHEAST ABUTMENT OF THE BRIDGE.
 JU0138
 JU0138                          STATION RECOVERY (1983)
 JU0138
 JU0138'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JU0138'RECOVERED IN GOOD CONDITION.
 JU0138
 JU0138                          STATION RECOVERY (1987)
 JU0138
 JU0138'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0138'RECOVERED IN GOOD CONDITION.
 JU0138
 JU0138                          STATION RECOVERY (1995)
 JU0138
 JU0138'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0138'RECOVERED AS DESCRIBED.
 JU0138
 JU0138                          STATION RECOVERY (1996)
 JU0138
 JU0138'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 JU0138'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0074 ***********************************************************************
 JU0074  DESIGNATION -  W 67
 JU0074  PID         -  JU0074
 JU0074  STATE/COUNTY-  NJ/OCEAN
 JU0074  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0074
 JU0074                         *CURRENT SURVEY CONTROL
 JU0074  ___________________________________________________________________
 JU0074* NAD 83(1986)-  39 44 07.     (N)    074 14 07.     (W)     SCALED    
 JU0074* NAVD 88     -        12.351  (meters)      40.52   (feet)  ADJUSTED  
 JU0074  ___________________________________________________________________
 JU0074  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JU0074  DYNAMIC HT  -          12.346 (meters)      40.51  (feet)  COMP
 JU0074  MODELED GRAV-     980,167.0   (mgal)                       NAVD 88
 JU0074
 JU0074  VERT ORDER  -  FIRST     CLASS I
 JU0074
 JU0074.The horizontal coordinates were scaled from a topographic map and have
 JU0074.an estimated accuracy of +/- 6 seconds.
 JU0074
 JU0074.The orthometric height was determined by differential leveling
 JU0074.and adjusted by the National Geodetic Survey in June 1991..
 JU0074
 JU0074.The geoid height was determined by GEOID03.
 JU0074
 JU0074.The dynamic height is computed by dividing the NAVD 88
 JU0074.geopotential number by the normal gravity value computed on the
 JU0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0074.degrees latitude (g = 980.6199 gals.).
 JU0074
 JU0074.The modeled gravity was interpolated from observed gravity values.
 JU0074
 JU0074;                    North         East    Units  Estimated Accuracy
 JU0074;SPC NJ       -   100,160.      172,690.      MT  (+/- 180 meters Scaled)
 JU0074
 JU0074                          SUPERSEDED SURVEY CONTROL
 JU0074
 JU0074  NGVD 29 (04/16/92)   12.730  (m)           41.77   (f) ADJUSTED    1 1
 JU0074
 JU0074.Superseded values are not recommended for survey control.
 JU0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0074.See file dsdata.txt to determine how the superseded data were derived.
 JU0074
 JU0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ655986(NAD 83)
 JU0074_MARKER: DB = BENCH MARK DISK
 JU0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0074_STAMPING: W 67 1964
 JU0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0074+STABILITY: SURFACE MOTION
 JU0074
 JU0074  HISTORY     - Date     Condition        Report By
 JU0074  HISTORY     - 1964     MONUMENTED       CGS
 JU0074  HISTORY     - 1979     GOOD             NGS
 JU0074  HISTORY     - 1987     GOOD             USPSQD
 JU0074  HISTORY     - 1987     GOOD             USPSQD
 JU0074
 JU0074                          STATION DESCRIPTION
 JU0074
 JU0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0074'3 MI NE FROM MANAHAWKIN.
 JU0074'ABOUT 3.05 MILES NORTHEAST ALONG U.S. HIGHWAY 9 FROM THE
 JU0074'INTERSECTION OF STATE HIGHWAY 72, ABOUT 1.55 MILE SOUTHWEST ALONG
 JU0074'U.S. HIGHWAY 9 FROM THE GRADE SCHOOL AT BARNEGATE, 44.0 FEET
 JU0074'SOUTHEAST OF THE CENTER LINE OF HIGHWAY, 71.5 FEET SOUTHEAST
 JU0074'OF CABLE LINE POLE 1405, 64 FEET SOUTH OF CABLE LINE POLE 1406,
 JU0074'1.4 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JU0074'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 JU0074
 JU0074                          STATION RECOVERY (1979)
 JU0074
 JU0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0074'NOTE-- MARK IS 71.5 FEET NORTHEAST OF POWER POLE NUMBER 1405 NOT
 JU0074'SOUTHEAST.
 JU0074'THE MARK IS 1.0 FT  W FROM A WITNESS POST.
 JU0074
 JU0074                          STATION RECOVERY (1987)
 JU0074
 JU0074'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0074'RECOVERED IN GOOD CONDITION.
 JU0074
 JU0074                          STATION RECOVERY (1987)
 JU0074
 JU0074'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0031 ***********************************************************************
 JU0031  DESIGNATION -  W 68
 JU0031  PID         -  JU0031
 JU0031  STATE/COUNTY-  NJ/OCEAN
 JU0031  USGS QUAD   -  TOMS RIVER (1989)
 JU0031
 JU0031                         *CURRENT SURVEY CONTROL
 JU0031  ___________________________________________________________________
 JU0031* NAD 83(1986)-  39 57 12.     (N)    074 10 07.     (W)     SCALED    
 JU0031* NAVD 88     -         7.447  (meters)      24.43   (feet)  POSTED    
 JU0031  ___________________________________________________________________
 JU0031  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JU0031  DYNAMIC HT  -           7.440 (meters)      24.41  (feet)  COMP
 JU0031  MODELED GRAV-     980,161.2   (mgal)                       NAVD 88
 JU0031
 JU0031  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0031
 JU0031.The horizontal coordinates were scaled from a topographic map and have
 JU0031.an estimated accuracy of +/- 6 seconds.
 JU0031
 JU0031.The orthometric height was determined by differential leveling
 JU0031.and adjusted by the National Geodetic Survey in 1992..
 JU0031.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0031.rate of 0.0 thru 1.0 mm/km.
 JU0031
 JU0031.The geoid height was determined by GEOID03.
 JU0031
 JU0031.The dynamic height is computed by dividing the NAVD 88
 JU0031.geopotential number by the normal gravity value computed on the
 JU0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0031.degrees latitude (g = 980.6199 gals.).
 JU0031
 JU0031.The modeled gravity was interpolated from observed gravity values.
 JU0031
 JU0031;                    North         East    Units  Estimated Accuracy
 JU0031;SPC NJ       -   124,390.      178,320.      MT  (+/- 180 meters Scaled)
 JU0031
 JU0031                          SUPERSEDED SURVEY CONTROL
 JU0031
 JU0031  NGVD 29 (04/16/92)    7.779  (m)           25.52   (f) ADJUSTED    1 1
 JU0031
 JU0031.Superseded values are not recommended for survey control.
 JU0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0031.See file dsdata.txt to determine how the superseded data were derived.
 JU0031
 JU0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK710229(NAD 83)
 JU0031_MARKER: DB = BENCH MARK DISK
 JU0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0031_STAMPING: W 68 1964
 JU0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0031+STABILITY: SURFACE MOTION
 JU0031
 JU0031  HISTORY     - Date     Condition        Report By
 JU0031  HISTORY     - 1964     MONUMENTED       CGS
 JU0031  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0031  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0031  HISTORY     - 19940726 MARK NOT FOUND   USPSQD
 JU0031
 JU0031                          STATION DESCRIPTION
 JU0031
 JU0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0031'1.6 MI E FROM TOMS RIVER.
 JU0031'ABOUT 1.6 MILES EAST ALONG WASHINGTON STREET FROM THE POST OFFICE
 JU0031'AT TOMS RIVER, 0.35 MILE WEST OF THE JUNCTION OF STATE HIGHWAY
 JU0031'37, NEAR THE JUNCTION OF HAINES AVENUE, 51 FEET SOUTH-SOUTHWEST
 JU0031'OF AND ACROSS WASHINGTON STREET FROM THE SOUTHEAST CORNER OF HOUSE
 JU0031'NO. 1100, 80.5 FEET WEST OF POWER POLE 45230, 29.0 FEET SOUTH OF
 JU0031'THE CENTER LINE OF WASHINGTON STREET, 10.0 FEET EAST OF THE EAST
 JU0031'CURB OF HAINES AVENUE, 1.5 FEET WEST OF A METAL WITNESS POST,
 JU0031'ABOUT LEVEL WITH THE STREET AND SET IN THE TOP OF A CONCRETE
 JU0031'POST PROJECTING 0.2 FOOT.
 JU0031
 JU0031                          STATION RECOVERY (1979)
 JU0031
 JU0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0031'MARK NOT FOUND.
 JU0031
 JU0031                          STATION RECOVERY (1987)
 JU0031
 JU0031'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0031'MARK NOT FOUND.
 JU0031
 JU0031                          STATION RECOVERY (1994)
 JU0031
 JU0031'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0090 ***********************************************************************
 JU0090  DESIGNATION -  W 7
 JU0090  PID         -  JU0090
 JU0090  STATE/COUNTY-  NJ/OCEAN
 JU0090  USGS QUAD   -  WEST CREEK (1972)
 JU0090
 JU0090                         *CURRENT SURVEY CONTROL
 JU0090  ___________________________________________________________________
 JU0090* NAD 83(1986)-  39 38 09.     (N)    074 18 47.     (W)     SCALED    
 JU0090* NAVD 88     -         6.771  (meters)      22.21   (feet)  ADJUSTED  
 JU0090  ___________________________________________________________________
 JU0090  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JU0090  DYNAMIC HT  -           6.767 (meters)      22.20  (feet)  COMP
 JU0090  MODELED GRAV-     980,157.4   (mgal)                       NAVD 88
 JU0090
 JU0090  VERT ORDER  -  FIRST     CLASS I
 JU0090
 JU0090.The horizontal coordinates were scaled from a topographic map and have
 JU0090.an estimated accuracy of +/- 6 seconds.
 JU0090
 JU0090.The orthometric height was determined by differential leveling
 JU0090.and adjusted by the National Geodetic Survey in June 1991..
 JU0090
 JU0090.The geoid height was determined by GEOID03.
 JU0090
 JU0090.The dynamic height is computed by dividing the NAVD 88
 JU0090.geopotential number by the normal gravity value computed on the
 JU0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0090.degrees latitude (g = 980.6199 gals.).
 JU0090
 JU0090.The modeled gravity was interpolated from observed gravity values.
 JU0090
 JU0090;                    North         East    Units  Estimated Accuracy
 JU0090;SPC NJ       -    89,100.      166,050.      MT  (+/- 180 meters Scaled)
 JU0090
 JU0090                          SUPERSEDED SURVEY CONTROL
 JU0090
 JU0090  NGVD 29 (04/16/92)    7.157  (m)           23.48   (f) ADJUSTED    1 1
 JU0090
 JU0090.Superseded values are not recommended for survey control.
 JU0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0090.See file dsdata.txt to determine how the superseded data were derived.
 JU0090
 JU0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ589875(NAD 83)
 JU0090_MARKER: DB = BENCH MARK DISK
 JU0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0090_STAMPING: W 7 1930 23.510
 JU0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0090+STABILITY: SURFACE MOTION
 JU0090
 JU0090  HISTORY     - Date     Condition        Report By
 JU0090  HISTORY     - 1930     MONUMENTED       CGS
 JU0090  HISTORY     - 1964     GOOD             CGS
 JU0090  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0090  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0090
 JU0090                          STATION DESCRIPTION
 JU0090
 JU0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0090'AT WEST CREEK.
 JU0090'AT WEST CREEK, ABOUT 0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 9
 JU0090'FROM THE POST OFFICE, THENCE ABOUT 0.3 MILE NORTHWEST ALONG
 JU0090'THOMAS AVENUE, NEAR THE INTERSECTION (OFFSET) OF THOMAS AVENUE
 JU0090'AND PROSPECT AVENUE, 53.0 FEET NORTHWEST OF THE CENTER LINE OF
 JU0090'PROSPECT AVENUE, 31.0 FEET SOUTHWEST OF THE CENTER LINE OF THOMAS
 JU0090'AVENUE, 69.5 FEET WEST AND ACROSS THOMAS AVENUE FROM POWER POLE
 JU0090'6402, 1.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 JU0090'THE AVENUE AND SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH
 JU0090'WITH THE GROUND.
 JU0090
 JU0090                          STATION RECOVERY (1979)
 JU0090
 JU0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0090'NOTE--THE PROPERTY OWNER (MR. STRATTON) STATED THAT A SEWER LINE CREW
 JU0090'DESTROYED THE MARK.
 JU0090
 JU0090                          STATION RECOVERY (1985)
 JU0090
 JU0090'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0783 ***********************************************************************
 KV0783  DESIGNATION -  W 70
 KV0783  PID         -  KV0783
 KV0783  STATE/COUNTY-  NJ/MIDDLESEX
 KV0783  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0783
 KV0783                         *CURRENT SURVEY CONTROL
 KV0783  ___________________________________________________________________
 KV0783* NAD 83(1986)-  40 29 23.     (N)    074 16 57.     (W)     SCALED    
 KV0783* NAVD 88     -         3.025  (meters)       9.92   (feet)  ADJUSTED  
 KV0783  ___________________________________________________________________
 KV0783  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV0783  DYNAMIC HT  -           3.023 (meters)       9.92  (feet)  COMP
 KV0783  MODELED GRAV-     980,216.4   (mgal)                       NAVD 88
 KV0783
 KV0783  VERT ORDER  -  FIRST     CLASS I
 KV0783
 KV0783.The horizontal coordinates were scaled from a topographic map and have
 KV0783.an estimated accuracy of +/- 6 seconds.
 KV0783
 KV0783.The orthometric height was determined by differential leveling
 KV0783.and adjusted by the National Geodetic Survey in June 1991..
 KV0783
 KV0783.The geoid height was determined by GEOID03.
 KV0783
 KV0783.The dynamic height is computed by dividing the NAVD 88
 KV0783.geopotential number by the normal gravity value computed on the
 KV0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0783.degrees latitude (g = 980.6199 gals.).
 KV0783
 KV0783.The modeled gravity was interpolated from observed gravity values.
 KV0783
 KV0783;                    North         East    Units  Estimated Accuracy
 KV0783;SPC NJ       -   183,910.      168,440.      MT  (+/- 180 meters Scaled)
 KV0783
 KV0783                          SUPERSEDED SURVEY CONTROL
 KV0783
 KV0783  NGVD 29 (04/16/92)    3.325  (m)           10.91   (f) ADJUSTED    1 1
 KV0783
 KV0783.Superseded values are not recommended for survey control.
 KV0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0783.See file dsdata.txt to determine how the superseded data were derived.
 KV0783
 KV0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK608823(NAD 83)
 KV0783_MARKER: DB = BENCH MARK DISK
 KV0783_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV0783_SP_SET: 54 FEET
 KV0783_STAMPING: W 70 1964
 KV0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0783
 KV0783  HISTORY     - Date     Condition        Report By
 KV0783  HISTORY     - 1964     MONUMENTED       CGS
 KV0783  HISTORY     - 1974     GOOD             NGS
 KV0783  HISTORY     - 1978     GOOD             NGS
 KV0783  HISTORY     - 1980     GOOD             NGS
 KV0783  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 KV0783
 KV0783                          STATION DESCRIPTION
 KV0783
 KV0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0783'AT SOUTH AMBOY.
 KV0783'AT SOUTH AMBOY, 0.5 MILE NORTH ALONG NEW YORK AND LONG BRANCH
 KV0783'RAILROAD FROM THE RAILROAD STATION AT SOUTH AMBOY AT THE SOUTH
 KV0783'SIDE OF THE JERSEY CENTRAL POWER AND LIGHT COMPANY STATION, 89.0
 KV0783'FEET NORTHEAST OF POWER LINE POLE NUMBER JC 4 SA, 82.0 FEET
 KV0783'SOUTHEAST OF THE NORTHWEST CORNER OF STEEL WOVEN FENCE, 4.5
 KV0783'FEET WEST OF ANGLE IN FENCE AND IS A DISK ON COPPER COATED STEEL
 KV0783'ROD PROJECTING 6 INCHES AND PROTECTED BY A 8-INCH TILE THAT
 KV0783'PROJECTS ABOUT 8 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 54
 KV0783'FEET TO REFUSAL.
 KV0783
 KV0783                          STATION RECOVERY (1974)
 KV0783
 KV0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0783'RECOVERED IN GOOD CONDITION.
 KV0783
 KV0783                          STATION RECOVERY (1978)
 KV0783
 KV0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0783'RECOVERED IN GOOD CONDITION.
 KV0783
 KV0783                          STATION RECOVERY (1980)
 KV0783
 KV0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 KV0783'RECOVERED IN GOOD CONDITION.
 KV0783
 KV0783                          STATION RECOVERY (1980)
 KV0783
 KV0783'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 KV0783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0255 ***********************************************************************
 KV0255  DESIGNATION -  W 71
 KV0255  PID         -  KV0255
 KV0255  STATE/COUNTY-  NJ/ESSEX
 KV0255  USGS QUAD   -  ELIZABETH (1995)
 KV0255
 KV0255                         *CURRENT SURVEY CONTROL
 KV0255  ___________________________________________________________________
 KV0255* NAD 83(1986)-  40 43 14.     (N)    074 08 54.     (W)     SCALED    
 KV0255* NAVD 88     -         3.828  (meters)      12.56   (feet)  ADJUSTED  
 KV0255  ___________________________________________________________________
 KV0255  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV0255  DYNAMIC HT  -           3.826 (meters)      12.55  (feet)  COMP
 KV0255  MODELED GRAV-     980,227.1   (mgal)                       NAVD 88
 KV0255
 KV0255  VERT ORDER  -  FIRST     CLASS I
 KV0255
 KV0255.The horizontal coordinates were scaled from a topographic map and have
 KV0255.an estimated accuracy of +/- 6 seconds.
 KV0255
 KV0255.The orthometric height was determined by differential leveling
 KV0255.and adjusted by the National Geodetic Survey in June 1991..
 KV0255
 KV0255.The geoid height was determined by GEOID03.
 KV0255
 KV0255.The dynamic height is computed by dividing the NAVD 88
 KV0255.geopotential number by the normal gravity value computed on the
 KV0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0255.degrees latitude (g = 980.6199 gals.).
 KV0255
 KV0255.The modeled gravity was interpolated from observed gravity values.
 KV0255
 KV0255;                    North         East    Units  Estimated Accuracy
 KV0255;SPC NJ       -   209,580.      179,710.      MT  (+/- 180 meters Scaled)
 KV0255
 KV0255                          SUPERSEDED SURVEY CONTROL
 KV0255
 KV0255  NGVD 29 (04/16/92)    4.168  (m)           13.67   (f) ADJUSTED    1 1
 KV0255
 KV0255.Superseded values are not recommended for survey control.
 KV0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0255.See file dsdata.txt to determine how the superseded data were derived.
 KV0255
 KV0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL719080(NAD 83)
 KV0255_MARKER: DB = BENCH MARK DISK
 KV0255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0255_SP_SET: ABUTMENT
 KV0255_STAMPING: W 71 1965
 KV0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0255
 KV0255  HISTORY     - Date     Condition        Report By
 KV0255  HISTORY     - 1965     MONUMENTED       CGS
 KV0255  HISTORY     - 1979     GOOD             NGS
 KV0255  HISTORY     - 19920213 MARK NOT FOUND   NJGS
 KV0255
 KV0255                          STATION DESCRIPTION
 KV0255
 KV0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0255'AT NEWARK.
 KV0255'AT NEWARK, NEAR THE JUNCTION OF WILSON AVENUE AND PARIS STREET,
 KV0255'NEAR THE RAMP THAT LEADS NORTHEAST TO THE SOUTHWEST END OF THE
 KV0255'PULASKI SKYWAY, SET VERTICALLY IN THE SOUTHEAST END OF THE
 KV0255'SOUTHWEST ABUTMENT TO THE NORTH-BOUND LANE OF U.S. HIGHWAY 1
 KV0255'OVERPASS OVER WILSON AVENUE, 15 1/2 FEET SOUTHWEST OF THE
 KV0255'SOUTHWEST CURB OF WILSON AVENUE, 3 FEET NORTH OF THE EXTENDED
 KV0255'CENTER LINE OF PARIS STREET, 1.8 FEET ABOVE THE LEVEL OF THE
 KV0255'GROUND AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF WILSON AVENUE.
 KV0255
 KV0255                          STATION RECOVERY (1979)
 KV0255
 KV0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0255'RECOVERED IN GOOD CONDITION.
 KV0255
 KV0255                          STATION RECOVERY (1992)
 KV0255
 KV0255'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (ECB)
 KV0255'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV0255'SEARCH BY A TWO MAN PARTY.  THE BRIDGE ON WHICH THE MARK WAS PLACED
 KV0255'APPEARS TO HAVE BEEN REPLACED.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0976 ***********************************************************************
 KV0976  DESIGNATION -  W 73
 KV0976  PID         -  KV0976
 KV0976  STATE/COUNTY-  NJ/MIDDLESEX
 KV0976  USGS QUAD   -  JAMESBURG (1981)
 KV0976
 KV0976                         *CURRENT SURVEY CONTROL
 KV0976  ___________________________________________________________________
 KV0976* NAD 83(1986)-  40 20 41.     (N)    074 27 00.     (W)     SCALED    
 KV0976* NAVD 88     -        45.483  (meters)     149.22   (feet)  ADJUSTED  
 KV0976  ___________________________________________________________________
 KV0976  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KV0976  DYNAMIC HT  -          45.464 (meters)     149.16  (feet)  COMP
 KV0976  MODELED GRAV-     980,198.1   (mgal)                       NAVD 88
 KV0976
 KV0976  VERT ORDER  -  FIRST     CLASS II
 KV0976
 KV0976.The horizontal coordinates were scaled from a topographic map and have
 KV0976.an estimated accuracy of +/- 6 seconds.
 KV0976
 KV0976.The orthometric height was determined by differential leveling
 KV0976.and adjusted by the National Geodetic Survey in June 1991..
 KV0976
 KV0976.The geoid height was determined by GEOID03.
 KV0976
 KV0976.The dynamic height is computed by dividing the NAVD 88
 KV0976.geopotential number by the normal gravity value computed on the
 KV0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0976.degrees latitude (g = 980.6199 gals.).
 KV0976
 KV0976.The modeled gravity was interpolated from observed gravity values.
 KV0976
 KV0976;                    North         East    Units  Estimated Accuracy
 KV0976;SPC NJ       -   167,790.      154,250.      MT  (+/- 180 meters Scaled)
 KV0976
 KV0976                          SUPERSEDED SURVEY CONTROL
 KV0976
 KV0976  NGVD 29 (??/??/92)   45.83   (m)          150.4    (f) COMPUTED    1 2
 KV0976
 KV0976.Superseded values are not recommended for survey control.
 KV0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0976.See file dsdata.txt to determine how the superseded data were derived.
 KV0976
 KV0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK467661(NAD 83)
 KV0976_MARKER: DB = BENCH MARK DISK
 KV0976_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 KV0976+WITH SETTING: INTO GROUND
 KV0976_STAMPING: W 73 1974
 KV0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0976+STABILITY: SURFACE MOTION
 KV0976
 KV0976  HISTORY     - Date     Condition        Report By
 KV0976  HISTORY     - 1974     MONUMENTED       NGS
 KV0976  HISTORY     - 19910628 MARK NOT FOUND   NJGS
 KV0976
 KV0976                          STATION DESCRIPTION
 KV0976
 KV0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV0976'0.6 MI W FROM JAMESBURG.
 KV0976'0.55 MILES WEST ALONG FORESGATE DRIVE FROM THE JAMESBURG HIGH
 KV0976'SCHOOL AT JAMESBURG, 139 FEET NORTHEAST OF THE CENTER OF THE
 KV0976'INTERSECTION OF HALF ACRE ROAD, 53.5 FEET SOUTHEAST OF THE CENTER
 KV0976'LINE OF THE DRIVE, 163 FEET NORTHEAST OF THE CENTER LINE OF THE
 KV0976'ROAD, 13 FEET EAST-SOUTHEAST OF TELEPHONE POLE 40002-JG, ABOUT
 KV0976'3 1/2 FEET HIGHER THAN THE ROAD, A DISK ON THE TOP OF A COPPER
 KV0976'COATED ROD 4-FEET LONG WITH A BASE PLATE ATTACHED.  THE UPPER
 KV0976'PORTION OF THE ROD IS ENCASED IN A PLASTIC PIPE PROJECTING 0.3
 KV0976'FOOT ABOVE THE GROUND.
 KV0976
 KV0976                          STATION RECOVERY (1991)
 KV0976
 KV0976'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV0976'THE STATION WAS SEARCHED FOR ON 28 JUNE 1991 AND WAS NOT FOUND AFTER
 KV0976'A ONE HOUR SEARCH BY A TWO MAN PARTY.  THE STATION IS CONSIDERED
 KV0976'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6716 ***********************************************************************
 KV6716  DESIGNATION -  W 74 RESET
 KV6716  PID         -  KV6716
 KV6716  STATE/COUNTY-  NJ/MERCER
 KV6716  USGS QUAD   -  TRENTON WEST (1995)
 KV6716
 KV6716                         *CURRENT SURVEY CONTROL
 KV6716  ___________________________________________________________________
 KV6716* NAD 83(1986)-  40 12 20.     (N)    074 45 20.     (W)     SCALED    
 KV6716* NAVD 88     -        13.97   (meters)      45.8    (feet)  RESET     
 KV6716  ___________________________________________________________________
 KV6716  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KV6716
 KV6716  VERT ORDER  -  THIRD
 KV6716
 KV6716.The horizontal coordinates were scaled from a topographic map and have
 KV6716.an estimated accuracy of +/- 6 seconds.
 KV6716
 KV6716.The orthometric height was computed from unverified reset data.
 KV6716.No vertical observational check was made to the station.
 KV6716
 KV6716.The geoid height was determined by GEOID03.
 KV6716
 KV6716;                    North         East    Units  Estimated Accuracy
 KV6716;SPC NJ       -   152,370.      128,250.      MT  (+/- 180 meters Scaled)
 KV6716
 KV6716                          SUPERSEDED SURVEY CONTROL
 KV6716
 KV6716  NGVD 29 (01/16/01)   14.29   (m)           46.9    (f) RESET       3  
 KV6716
 KV6716.Superseded values are not recommended for survey control.
 KV6716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6716.See file dsdata.txt to determine how the superseded data were derived.
 KV6716
 KV6716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK208506(NAD 83)
 KV6716_MARKER: DV = VERTICAL CONTROL DISK
 KV6716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV6716_SP_SET: PRISON WALL
 KV6716_STAMPING: W 74 RESET 1982
 KV6716_MARK LOGO: NGS   
 KV6716_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6716
 KV6716  HISTORY     - Date     Condition        Report By
 KV6716  HISTORY     - 1982     MONUMENTED       NJGS
 KV6716
 KV6716                          STATION DESCRIPTION
 KV6716
 KV6716'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1982
 KV6716'IN TRENTON, AT THE NEW JERSEY STATE PRISON, AT THE INTERSECTION OF
 KV6716'CASS STREET AND THIRD STREET, 11.9 M (39.0 FT) WEST FROM THE WEST
 KV6716'CURB OF THIRD STREET, 4.0 M (13.1 FT) NORTH FROM THE NORTH CURB OF
 KV6716'CASS STREET, 2.7 M (8.9 FT) WEST FROM A METAL DOOR IN THE PRISON WALL
 KV6716'AND 1.3 M (4.3 FT) WEST FROM AN EXPANSION JOINT IN THE PRISON WALL.
 KV6716'IT IS DIRECTLY BELOW GUARD TOWER EIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1170 ***********************************************************************
 KV1170  DESIGNATION -  W 75
 KV1170  PID         -  KV1170
 KV1170  STATE/COUNTY-  NJ/BURLINGTON
 KV1170  USGS QUAD   -  BEVERLY (1973)
 KV1170
 KV1170                         *CURRENT SURVEY CONTROL
 KV1170  ___________________________________________________________________
 KV1170* NAD 83(1986)-  40 01 46.     (N)    074 58 39.     (W)     SCALED    
 KV1170* NAVD 88     -         1.919  (meters)       6.30   (feet)  ADJUSTED  
 KV1170  ___________________________________________________________________
 KV1170  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV1170  DYNAMIC HT  -           1.918 (meters)       6.29  (feet)  COMP
 KV1170  MODELED GRAV-     980,190.0   (mgal)                       NAVD 88
 KV1170
 KV1170  VERT ORDER  -  FIRST     CLASS II
 KV1170
 KV1170.The horizontal coordinates were scaled from a topographic map and have
 KV1170.an estimated accuracy of +/- 6 seconds.
 KV1170
 KV1170.The orthometric height was determined by differential leveling
 KV1170.and adjusted by the National Geodetic Survey in June 1991..
 KV1170
 KV1170.The geoid height was determined by GEOID03.
 KV1170
 KV1170.The dynamic height is computed by dividing the NAVD 88
 KV1170.geopotential number by the normal gravity value computed on the
 KV1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1170.degrees latitude (g = 980.6199 gals.).
 KV1170
 KV1170.The modeled gravity was interpolated from observed gravity values.
 KV1170
 KV1170;                    North         East    Units  Estimated Accuracy
 KV1170;SPC NJ       -   132,890.      109,250.      MT  (+/- 180 meters Scaled)
 KV1170
 KV1170                          SUPERSEDED SURVEY CONTROL
 KV1170
 KV1170  NGVD 29 (01/10/92)    2.240  (m)            7.35   (f) ADJUSTED    1 2
 KV1170
 KV1170.Superseded values are not recommended for survey control.
 KV1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1170.See file dsdata.txt to determine how the superseded data were derived.
 KV1170
 KV1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK019310(NAD 83)
 KV1170_MARKER: DV = VERTICAL CONTROL DISK
 KV1170_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1170_SP_SET: BRIDGE ABUTMENT
 KV1170_STAMPING: W 75 1974
 KV1170_MARK LOGO: NGS   
 KV1170_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1170+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1990
 KV1170
 KV1170  HISTORY     - Date     Condition        Report By
 KV1170  HISTORY     - 1974     MONUMENTED       NGS
 KV1170  HISTORY     - 19900612 GOOD             NJGS
 KV1170
 KV1170                          STATION DESCRIPTION
 KV1170
 KV1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1170'1.1 MI SW FROM RIVERSIDE.
 KV1170'0.15 MILE WEST ALONG NEW JERSEY STREET FROM THE POST OFFICE
 KV1170'AT RIVERSIDE, THENCE 0.95 MILE SOUTHWEST ALONG NORTH BROAD
 KV1170'STREET (COUNTY ROAD 543), SET IN THE SOUTH END OF LOWER EAST
 KV1170'ABUTMENT OF NORTH BROAD STREET BRIDGE OVER SWEDE RUN, 25.6
 KV1170'FEET NORTH OF THE NORTH RAIL OF THE PENN CENTRAL RAILROAD, 4.2
 KV1170'FEET SOUTH OF THE SOUTH CURB OF THE STREET AND ABOUT 2 1/2 FEET
 KV1170'BELOW THE LEVEL OF THE STREET.
 KV1170
 KV1170                          STATION RECOVERY (1990)
 KV1170
 KV1170'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV1170'THE STATION IS LOCATED IN DELRAN TOWNSHIP ON THE SOUTH SIDE OF SAINT
 KV1170'MIHIEL DRIVE, COUNTY ROAD 543.  TO REACH THE STATION FROM THE POST
 KV1170'OFFICE IN RIVERSIDE, GO SOUTHWEST ON SAINT MIHIEL DRIVE FOR 0.95 MI
 KV1170'(1.53 KM) TO A BRIDGE OVER SWEDE RUN AND THE STATION ON THE LEFT. THE
 KV1170'STATION IS 25.6 FT (7.8 M) NORTH FROM THE NORTH RAIL OF THE CONRAIL
 KV1170'TRACKS, 4.2 FT (1.3 M) SOUTH FROM THE SOUTH CURB OF SAINT MIHIEL DRIVE
 KV1170'AND ABOUT 2.5 FT (0.8 M) BELOW THE LEVEL OF THE STREET. THE STATION IS
 KV1170'SET IN THE SOUTHEAST BRIDGE SEAT OF THE EAST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2927 ***********************************************************************
 KV2927  DESIGNATION -  W 77
 KV2927  PID         -  KV2927
 KV2927  STATE/COUNTY-  NJ/HUNTERDON
 KV2927  USGS QUAD   -  FLEMINGTON (1977)
 KV2927
 KV2927                         *CURRENT SURVEY CONTROL
 KV2927  ___________________________________________________________________
 KV2927* NAD 83(1986)-  40 37 23.     (N)    074 45 55.     (W)     SCALED    
 KV2927* NAVD 88     -        39.125  (meters)     128.36   (feet)  ADJUSTED  
 KV2927  ___________________________________________________________________
 KV2927  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KV2927  DYNAMIC HT  -          39.107 (meters)     128.30  (feet)  COMP
 KV2927  MODELED GRAV-     980,177.2   (mgal)                       NAVD 88
 KV2927
 KV2927  VERT ORDER  -  FIRST     CLASS II
 KV2927
 KV2927.The horizontal coordinates were scaled from a topographic map and have
 KV2927.an estimated accuracy of +/- 6 seconds.
 KV2927
 KV2927.The orthometric height was determined by differential leveling
 KV2927.and adjusted by the National Geodetic Survey in June 1991..
 KV2927
 KV2927.The geoid height was determined by GEOID03.
 KV2927
 KV2927.The dynamic height is computed by dividing the NAVD 88
 KV2927.geopotential number by the normal gravity value computed on the
 KV2927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2927.degrees latitude (g = 980.6199 gals.).
 KV2927
 KV2927.The modeled gravity was interpolated from observed gravity values.
 KV2927
 KV2927;                    North         East    Units  Estimated Accuracy
 KV2927;SPC NJ       -   198,730.      127,560.      MT  (+/- 180 meters Scaled)
 KV2927
 KV2927                          SUPERSEDED SURVEY CONTROL
 KV2927
 KV2927  NGVD 29 (01/10/92)   39.377  (m)          129.19   (f) ADJUSTED    1 2
 KV2927
 KV2927.Superseded values are not recommended for survey control.
 KV2927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2927.See file dsdata.txt to determine how the superseded data were derived.
 KV2927
 KV2927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK198969(NAD 83)
 KV2927_MARKER: DB = BENCH MARK DISK
 KV2927_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2927_SP_SET: ABUTMENT
 KV2927_STAMPING: W 77 1978
 KV2927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2927
 KV2927  HISTORY     - Date     Condition        Report By
 KV2927  HISTORY     - 1978     MONUMENTED       NGS
 KV2927  HISTORY     - 19950909 GOOD             USPSQD
 KV2927  HISTORY     - 20050416 GOOD             USPSQD
 KV2927
 KV2927                          STATION DESCRIPTION
 KV2927
 KV2927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2927'1.2 MI NW FROM WHITEHOUSE.
 KV2927'0.05 MILE SOUTHWEST ALONG FIRE LANE STREET FROM THE POST OFFICE AT
 KV2927'WHITEHOUSE, THENCE 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 22, ALSO
 KV2927'0.05 MILE SOUTHEAST OF THE JUNCTION OF COUNTY ROAD 523, SET IN TOP
 KV2927'OF THE SOUTHWEST END OF THE SOUTHEAST BRIDGE ABUTMENT OF STATE
 KV2927'HIGHWAY 22 BRIDGE OVER ROCKAWAY CREEK, 29.0 FEET SOUTHWEST OF THE
 KV2927'CENTER OF THE 2 EAST BOUND LANES OF HIGHWAY 22, 70.5 FEET NORTHWEST
 KV2927'OF THE CENTER OF WASHINGTON DRIVE, AND 2.4 FEET NORTHEAST OF THE
 KV2927'METAL BRACE OF A USGS STREAM GAGE.
 KV2927
 KV2927                          STATION RECOVERY (1995)
 KV2927
 KV2927'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2927'RECOVERED IN GOOD CONDITION.
 KV2927
 KV2927                          STATION RECOVERY (2005)
 KV2927
 KV2927'RECOVERY NOTE BY US POWER SQUADRON 2005 (JC)
 KV2927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2300 ***********************************************************************
 JU2300  DESIGNATION -  W 78
 JU2300  PID         -  JU2300
 JU2300  STATE/COUNTY-  NJ/CUMBERLAND
 JU2300  USGS QUAD   -  PORT ELIZABETH (1994)
 JU2300
 JU2300                         *CURRENT SURVEY CONTROL
 JU2300  ___________________________________________________________________
 JU2300* NAD 83(1986)-  39 17 08.     (N)    074 57 55.     (W)     SCALED    
 JU2300* NAVD 88     -         3.323  (meters)      10.90   (feet)  ADJUSTED  
 JU2300  ___________________________________________________________________
 JU2300  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 JU2300  DYNAMIC HT  -           3.322 (meters)      10.90  (feet)  COMP
 JU2300  MODELED GRAV-     980,103.6   (mgal)                       NAVD 88
 JU2300
 JU2300  VERT ORDER  -  FIRST     CLASS II
 JU2300
 JU2300.The horizontal coordinates were scaled from a topographic map and have
 JU2300.an estimated accuracy of +/- 6 seconds.
 JU2300
 JU2300.The orthometric height was determined by differential leveling
 JU2300.and adjusted by the National Geodetic Survey in June 1991..
 JU2300
 JU2300.The geoid height was determined by GEOID03.
 JU2300
 JU2300.The dynamic height is computed by dividing the NAVD 88
 JU2300.geopotential number by the normal gravity value computed on the
 JU2300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2300.degrees latitude (g = 980.6199 gals.).
 JU2300
 JU2300.The modeled gravity was interpolated from observed gravity values.
 JU2300
 JU2300;                    North         East    Units  Estimated Accuracy
 JU2300;SPC NJ       -    50,300.      109,860.      MT  (+/- 180 meters Scaled)
 JU2300
 JU2300                          SUPERSEDED SURVEY CONTROL
 JU2300
 JU2300  NGVD 29 (01/10/92)    3.677  (m)           12.06   (f) ADJUSTED    1 2
 JU2300
 JU2300.Superseded values are not recommended for survey control.
 JU2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2300.See file dsdata.txt to determine how the superseded data were derived.
 JU2300
 JU2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ029484(NAD 83)
 JU2300_MARKER: DB = BENCH MARK DISK
 JU2300_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2300_SP_SET: STAINLESS STEEL ROD
 JU2300_STAMPING: W 78 1979
 JU2300_MARK LOGO: NGS   
 JU2300_PROJECTION: RECESSED 5 CENTIMETERS
 JU2300_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2300+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1998
 JU2300_ROD/PIPE-DEPTH: 7.62 meters
 JU2300
 JU2300  HISTORY     - Date     Condition        Report By
 JU2300  HISTORY     - 1979     MONUMENTED       NGS
 JU2300  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 JU2300  HISTORY     - 19981116 GOOD             NJGS
 JU2300
 JU2300                          STATION DESCRIPTION
 JU2300
 JU2300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2300'1.8 MI SE FROM PORT ELIZABETH.
 JU2300'1.8 MILES SOUTHEAST ALONG STATE ROUTE 47 FROM THE VOLUNTEER FIRE
 JU2300'DEPARTMENT IN PORT ELIZABETH, AT THE JUNCTION OF A FORKED DIRT
 JU2300'ROAD LEADING EAST, BETWEEN THE FORKS, 22.7 FEET NORTHEAST OF THE
 JU2300'CENTER LINE OF THE HIGHWAY, 22 FEET NORTHWEST OF POWER POLE NUMBER
 JU2300'BT 210 AND L 15 WITH A STREET LAMP, 20.3 FEET NORTHWEST OF THE MOST
 JU2300'WESTERLY OF TWO METAL SUPPORTS FOR A ROAD SIGN GIVING DIRECTIONS
 JU2300'TO LEESBURG AND DORCHESTER, 15 FEET NORTH OF A 36 INCH OAK TREE,
 JU2300'2.2 FEET NORTHEAST OF BENCH MARK 5029.
 JU2300'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 JU2300'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2300
 JU2300                          STATION RECOVERY (1995)
 JU2300
 JU2300'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2300'MARK NOT FOUND.
 JU2300
 JU2300                          STATION RECOVERY (1998)
 JU2300
 JU2300'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU2300'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2451 ***********************************************************************
 JU2451  DESIGNATION -  W 79
 JU2451  PID         -  JU2451
 JU2451  STATE/COUNTY-  NJ/OCEAN
 JU2451  USGS QUAD   -  TOMS RIVER (1989)
 JU2451
 JU2451                         *CURRENT SURVEY CONTROL
 JU2451  ___________________________________________________________________
 JU2451* NAD 83(1986)-  39 57 12.     (N)    074 10 06.     (W)     SCALED    
 JU2451* NAVD 88     -         6.623  (meters)      21.73   (feet)  ADJUSTED  
 JU2451  ___________________________________________________________________
 JU2451  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JU2451  DYNAMIC HT  -           6.620 (meters)      21.72  (feet)  COMP
 JU2451  MODELED GRAV-     980,161.2   (mgal)                       NAVD 88
 JU2451
 JU2451  VERT ORDER  -  FIRST     CLASS II
 JU2451
 JU2451.The horizontal coordinates were scaled from a topographic map and have
 JU2451.an estimated accuracy of +/- 6 seconds.
 JU2451
 JU2451.The orthometric height was determined by differential leveling
 JU2451.and adjusted by the National Geodetic Survey in June 1991..
 JU2451
 JU2451.The geoid height was determined by GEOID03.
 JU2451
 JU2451.The dynamic height is computed by dividing the NAVD 88
 JU2451.geopotential number by the normal gravity value computed on the
 JU2451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2451.degrees latitude (g = 980.6199 gals.).
 JU2451
 JU2451.The modeled gravity was interpolated from observed gravity values.
 JU2451
 JU2451;                    North         East    Units  Estimated Accuracy
 JU2451;SPC NJ       -   124,390.      178,340.      MT  (+/- 180 meters Scaled)
 JU2451
 JU2451                          SUPERSEDED SURVEY CONTROL
 JU2451
 JU2451  NGVD 29 (01/10/92)    6.977  (m)           22.89   (f) ADJUSTED    1 2
 JU2451
 JU2451.Superseded values are not recommended for survey control.
 JU2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2451.See file dsdata.txt to determine how the superseded data were derived.
 JU2451
 JU2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK710229(NAD 83)
 JU2451_MARKER: DB = BENCH MARK DISK
 JU2451_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2451_SP_SET: STAINLESS STEEL ROD
 JU2451_STAMPING: W 79 1979
 JU2451_PROJECTION: RECESSED 5 CENTIMETERS
 JU2451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2451_ROD/PIPE-DEPTH: 10.7 meters
 JU2451
 JU2451  HISTORY     - Date     Condition        Report By
 JU2451  HISTORY     - 1979     MONUMENTED       NGS
 JU2451  HISTORY     - 19940726 GOOD             USPSQD
 JU2451
 JU2451                          STATION DESCRIPTION
 JU2451
 JU2451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2451'IN TOMS RIVER.
 JU2451'0.35 MILE WEST ALONG WASHINGTON STREET FROM THE JUNCTION OF STATE
 JU2451'ROUTE 37 IN TOMS RIVER TO THE MARK ON  THE LEFT, NEAR THE JUNCTION
 JU2451'OF HAINES AVENUE, SET ON THE SUTH SIDE OF POWER POLE 45230DV,
 JU2451'104 FEET EAST OF THE CENTERLINE OF HAINES AVENUE, 28 FEET SOUTH
 JU2451'OF THE CENTERLINE OF WASHINGTON STREET, 17.2 FEET SOUTHWEST OF THE
 JU2451'BASE OF 2 GUY WIRES SUPPORTING POWER POLE 45230DV, 6.2 FEET SOUTH
 JU2451'OF THE POWER POLE.
 JU2451'THE MARK IS 1 FT  E FROM A WITNESS POST.
 JU2451'THE MARK IS ABOVE LEVEL WITH STREET.
 JU2451
 JU2451                          STATION RECOVERY (1994)
 JU2451
 JU2451'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU2451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0468 ***********************************************************************
 JU0468  DESIGNATION -  W 8
 JU0468  PID         -  JU0468
 JU0468  STATE/COUNTY-  NJ/CUMBERLAND
 JU0468  USGS QUAD   -  PORT ELIZABETH (1994)
 JU0468
 JU0468                         *CURRENT SURVEY CONTROL
 JU0468  ___________________________________________________________________
 JU0468* NAD 83(1986)-  39 18 01.     (N)    074 58 33.     (W)     SCALED    
 JU0468* NAVD 88     -         1.876  (meters)       6.15   (feet)  ADJUSTED  
 JU0468  ___________________________________________________________________
 JU0468  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JU0468  DYNAMIC HT  -           1.875 (meters)       6.15  (feet)  COMP
 JU0468  MODELED GRAV-     980,106.6   (mgal)                       NAVD 88
 JU0468
 JU0468  VERT ORDER  -  FIRST     CLASS II
 JU0468
 JU0468.The horizontal coordinates were scaled from a topographic map and have
 JU0468.an estimated accuracy of +/- 6 seconds.
 JU0468
 JU0468.The orthometric height was determined by differential leveling
 JU0468.and adjusted by the National Geodetic Survey in June 1991..
 JU0468
 JU0468.The geoid height was determined by GEOID03.
 JU0468
 JU0468.The dynamic height is computed by dividing the NAVD 88
 JU0468.geopotential number by the normal gravity value computed on the
 JU0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0468.degrees latitude (g = 980.6199 gals.).
 JU0468
 JU0468.The modeled gravity was interpolated from observed gravity values.
 JU0468
 JU0468;                    North         East    Units  Estimated Accuracy
 JU0468;SPC NJ       -    51,940.      108,960.      MT  (+/- 180 meters Scaled)
 JU0468
 JU0468                          SUPERSEDED SURVEY CONTROL
 JU0468
 JU0468  NGVD 29 (??/??/??)    2.268  (m)            7.44   (f) ADJUSTED    1 2
 JU0468
 JU0468.Superseded values are not recommended for survey control.
 JU0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0468.See file dsdata.txt to determine how the superseded data were derived.
 JU0468
 JU0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ020501(NAD 83)
 JU0468_MARKER: DB = BENCH MARK DISK
 JU0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0468_SP_SET: BRIDGE
 JU0468_STAMPING: 7.441 W 8 1930
 JU0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0468
 JU0468  HISTORY     - Date     Condition        Report By
 JU0468  HISTORY     - 1930     MONUMENTED       CGS
 JU0468  HISTORY     - 1934     GOOD             CGS
 JU0468  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0468
 JU0468                          STATION DESCRIPTION
 JU0468
 JU0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0468'0.7 MI S FROM PORT ELIZABETH.
 JU0468'0.7 MILE SOUTH ALONG STATE HIGHWAY 47 FROM PORT ELIZABETH,
 JU0468'CUMBERLAND COUNTY, AT A BRIDGE OVER MUSKEE CREEK, AND IN THE TOP
 JU0468'OF THE NORTHEAST ABUTMENT.  A STANDARD DISK, STAMPED 7.441 W 8
 JU0468'1930.
 JU0468
 JU0468                          STATION RECOVERY (1934)
 JU0468
 JU0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JU0468'RECOVERED IN GOOD CONDITION.
 JU0468
 JU0468                          STATION RECOVERY (1979)
 JU0468
 JU0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0468'APPEARS TO HAVE BEEN COVERED BY A PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3511 ***********************************************************************
 KV3511  DESIGNATION -  W 81
 KV3511  PID         -  KV3511
 KV3511  STATE/COUNTY-  NJ/MONMOUTH
 KV3511  USGS QUAD   -  KEYPORT (1977)
 KV3511
 KV3511                         *CURRENT SURVEY CONTROL
 KV3511  ___________________________________________________________________
 KV3511* NAD 83(1986)-  40 26 18.     (N)    074 09 04.     (W)     SCALED    
 KV3511* NAVD 88     -         2.536  (meters)       8.32   (feet)  ADJUSTED  
 KV3511  ___________________________________________________________________
 KV3511  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV3511  DYNAMIC HT  -           2.535 (meters)       8.32  (feet)  COMP
 KV3511  MODELED GRAV-     980,222.5   (mgal)                       NAVD 88
 KV3511
 KV3511  VERT ORDER  -  FIRST     CLASS II
 KV3511
 KV3511.The horizontal coordinates were scaled from a topographic map and have
 KV3511.an estimated accuracy of +/- 6 seconds.
 KV3511
 KV3511.The orthometric height was determined by differential leveling
 KV3511.and adjusted by the National Geodetic Survey in June 1991..
 KV3511
 KV3511.The geoid height was determined by GEOID03.
 KV3511
 KV3511.The dynamic height is computed by dividing the NAVD 88
 KV3511.geopotential number by the normal gravity value computed on the
 KV3511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3511.degrees latitude (g = 980.6199 gals.).
 KV3511
 KV3511.The modeled gravity was interpolated from observed gravity values.
 KV3511
 KV3511;                    North         East    Units  Estimated Accuracy
 KV3511;SPC NJ       -   178,240.      179,600.      MT  (+/- 180 meters Scaled)
 KV3511
 KV3511                          SUPERSEDED SURVEY CONTROL
 KV3511
 KV3511  NGVD 29 (01/10/92)    2.838  (m)            9.31   (f) ADJUSTED    1 2
 KV3511
 KV3511.Superseded values are not recommended for survey control.
 KV3511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3511.See file dsdata.txt to determine how the superseded data were derived.
 KV3511
 KV3511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK719767(NAD 83)
 KV3511_MARKER: DB = BENCH MARK DISK
 KV3511_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3511_SP_SET: STAINLESS STEEL ROD
 KV3511_STAMPING: W 81 1979
 KV3511_MARK LOGO: NGS   
 KV3511_PROJECTION: RECESSED 5 CENTIMETERS
 KV3511_MAGNETIC: I = MARKER IS A STEEL ROD
 KV3511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3511+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1998
 KV3511_ROD/PIPE-DEPTH: 7.62 meters
 KV3511
 KV3511  HISTORY     - Date     Condition        Report By
 KV3511  HISTORY     - 1979     MONUMENTED       NGS
 KV3511  HISTORY     - 19920819 MARK NOT FOUND   USPSQD
 KV3511  HISTORY     - 19980702 GOOD             NJGS
 KV3511
 KV3511                          STATION DESCRIPTION
 KV3511
 KV3511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3511'0.55 MI WEST FROM KEANSBURG.
 KV3511'0.55 MILE WEST ALONG STATE ROUTE 36 FROM THE JUNCTION OF LAUREL
 KV3511'AVENUE IN KEANSBURG, SET ON THE SUTH SIDE OF THE NORTH 5 FOOT HIGH
 KV3511'CONCRETE WALL AROUND NATCO LAKE NEAR THE EAST END OF THE WALL,
 KV3511'78 FEET NORTHWEST OF POWER POLE JC 597 UB, 68 FEET NORTH OF THE
 KV3511'CONCRETE MEDIUM OF ROUTE 36, 36 FEET NORTHWEST OF THE CENTER
 KV3511'OF A CATCH BASIN, 24.8 FEET WEST OF THE EAST END OF THE CONCRETE
 KV3511'WALL, 1 FOOT SOUTH OF THE SOUTH FACE OF THE WALL.
 KV3511'THE MARK IS 1 FT  N FROM A WITNESS POST.
 KV3511'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 KV3511
 KV3511                          STATION RECOVERY (1992)
 KV3511
 KV3511'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV3511'MARK NOT FOUND.
 KV3511
 KV3511                          STATION RECOVERY (1998)
 KV3511
 KV3511'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV3511'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2271 ***********************************************************************
 JU2271  DESIGNATION -  W 82
 JU2271  PID         -  JU2271
 JU2271  STATE/COUNTY-  NJ/CUMBERLAND
 JU2271  USGS QUAD   -  BRIDGETON (1977)
 JU2271
 JU2271                         *CURRENT SURVEY CONTROL
 JU2271  ___________________________________________________________________
 JU2271* NAD 83(1986)-  39 25 01.     (N)    075 09 49.     (W)     SCALED    
 JU2271* NAVD 88     -        23.644  (meters)      77.57   (feet)  ADJUSTED  
 JU2271  ___________________________________________________________________
 JU2271  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JU2271  DYNAMIC HT  -          23.632 (meters)      77.53  (feet)  COMP
 JU2271  MODELED GRAV-     980,119.6   (mgal)                       NAVD 88
 JU2271
 JU2271  VERT ORDER  -  FIRST     CLASS II
 JU2271
 JU2271.The horizontal coordinates were scaled from a topographic map and have
 JU2271.an estimated accuracy of +/- 6 seconds.
 JU2271
 JU2271.The orthometric height was determined by differential leveling
 JU2271.and adjusted by the National Geodetic Survey in June 1991..
 JU2271
 JU2271.The geoid height was determined by GEOID03.
 JU2271
 JU2271.The dynamic height is computed by dividing the NAVD 88
 JU2271.geopotential number by the normal gravity value computed on the
 JU2271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2271.degrees latitude (g = 980.6199 gals.).
 JU2271
 JU2271.The modeled gravity was interpolated from observed gravity values.
 JU2271
 JU2271;                    North         East    Units  Estimated Accuracy
 JU2271;SPC NJ       -    65,000.       92,860.      MT  (+/- 180 meters Scaled)
 JU2271
 JU2271                          SUPERSEDED SURVEY CONTROL
 JU2271
 JU2271  NGVD 29 (01/10/92)   23.961  (m)           78.61   (f) ADJUSTED    1 2
 JU2271
 JU2271.Superseded values are not recommended for survey control.
 JU2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2271.See file dsdata.txt to determine how the superseded data were derived.
 JU2271
 JU2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ859630(NAD 83)
 JU2271_MARKER: DB = BENCH MARK DISK
 JU2271_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2271_SP_SET: STAINLESS STEEL ROD
 JU2271_STAMPING: W 82 1979
 JU2271_PROJECTION: RECESSED 5 CENTIMETERS
 JU2271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2271_ROD/PIPE-DEPTH: 6.10 meters
 JU2271
 JU2271  HISTORY     - Date     Condition        Report By
 JU2271  HISTORY     - 1979     MONUMENTED       NGS
 JU2271  HISTORY     - 19950129 GOOD             USPSQD
 JU2271
 JU2271                          STATION DESCRIPTION
 JU2271
 JU2271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2271'4.2 MI EAST FROM BRIDGETON.
 JU2271'4.2 MILES EAST ALONG STATE ROUTE 49 FROM THE POST OFFICE IN
 JU2271'BRIDGETON, 0.3 MILE WEST OF THE JUNCTION OF EAST AVENUE, 370 FEET
 JU2271'WEST OF THE WEST END OF A STEEL GUARD RAIL, 42 FEET NORTH OF THE
 JU2271'CENTER LINE OF THE HIGHWAY, 6.4 FEET NORTH OF POWER POLE NUMBER
 JU2271'67 155.
 JU2271'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
 JU2271'THE MARK IS 1.0 FT BELOW HIGHWAY.
 JU2271
 JU2271                          STATION RECOVERY (1995)
 JU2271
 JU2271'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1355 ***********************************************************************
 KV1355  DESIGNATION -  W 84 2 USDA
 KV1355  PID         -  KV1355
 KV1355  STATE/COUNTY-  NJ/HUNTERDON
 KV1355  USGS QUAD   -  PITTSTOWN (1970)
 KV1355
 KV1355                         *CURRENT SURVEY CONTROL
 KV1355  ___________________________________________________________________
 KV1355* NAD 83(1986)-  40 35 59.     (N)    074 58 39.     (W)     SCALED    
 KV1355* NAVD 88     -       173.609  (meters)     569.58   (feet)  ADJUSTED  
 KV1355  ___________________________________________________________________
 KV1355  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KV1355  DYNAMIC HT  -         173.526 (meters)     569.31  (feet)  COMP
 KV1355  MODELED GRAV-     980,141.2   (mgal)                       NAVD 88
 KV1355
 KV1355  VERT ORDER  -  SECOND    CLASS 0
 KV1355
 KV1355.The horizontal coordinates were scaled from a topographic map and have
 KV1355.an estimated accuracy of +/- 6 seconds.
 KV1355
 KV1355.The orthometric height was determined by differential leveling
 KV1355.and adjusted by the National Geodetic Survey in June 1991..
 KV1355
 KV1355.The geoid height was determined by GEOID03.
 KV1355
 KV1355.The dynamic height is computed by dividing the NAVD 88
 KV1355.geopotential number by the normal gravity value computed on the
 KV1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1355.degrees latitude (g = 980.6199 gals.).
 KV1355
 KV1355.The modeled gravity was interpolated from observed gravity values.
 KV1355
 KV1355;                    North         East    Units  Estimated Accuracy
 KV1355;SPC NJ       -   196,210.      109,590.      MT  (+/- 180 meters Scaled)
 KV1355
 KV1355                          SUPERSEDED SURVEY CONTROL
 KV1355
 KV1355  NGVD 29 (??/??/??)  173.851  (m)          570.38   (f) ADJUSTED    2 0
 KV1355
 KV1355.Superseded values are not recommended for survey control.
 KV1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1355.See file dsdata.txt to determine how the superseded data were derived.
 KV1355
 KV1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK019943(NAD 83)
 KV1355_MARKER: DD = SURVEY DISK
 KV1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1355_STAMPING: W-84-2 1937
 KV1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1355+STABILITY: SURFACE MOTION
 KV1355
 KV1355  HISTORY     - Date     Condition        Report By
 KV1355  HISTORY     - 1937     MONUMENTED       USDA
 KV1355  HISTORY     - 1942     GOOD             CGS
 KV1355
 KV1355                          STATION DESCRIPTION
 KV1355
 KV1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1355'1.7 MI NW FROM PITTSTOWN.
 KV1355'1.7 MILE NORTHWEST ALONG A TAR ROAD FROM THE JUNCTION OF STATE
 KV1355'HIGHWAY 507 AT PITTSTOWN, HUNTERDON COUNTY, AT A FARM-ROAD
 KV1355'JUNCTION, NEAR A LARGE WHITE FARMHOUSE, ACROSS THE FARM ROAD
 KV1355'FROM FIVE LARGE RED BARNS, 3 FEET SOUTHWEST OF POWER-TRANSMISSION
 KV1355'LINE POLE AN244, AND 1 1/2 FEET NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1340 ***********************************************************************
 KV1340  DESIGNATION -  W 84 9 USDA
 KV1340  PID         -  KV1340
 KV1340  STATE/COUNTY-  NJ/HUNTERDON
 KV1340  USGS QUAD   -  CALIFON (1970)
 KV1340
 KV1340                         *CURRENT SURVEY CONTROL
 KV1340  ___________________________________________________________________
 KV1340* NAD 83(1986)-  40 43 28.     (N)    074 45 01.     (W)     SCALED    
 KV1340* NAVD 88     -       182.845  (meters)     599.88   (feet)  ADJUSTED  
 KV1340  ___________________________________________________________________
 KV1340  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KV1340  DYNAMIC HT  -         182.762 (meters)     599.61  (feet)  COMP
 KV1340  MODELED GRAV-     980,167.2   (mgal)                       NAVD 88
 KV1340
 KV1340  VERT ORDER  -  SECOND    CLASS 0
 KV1340
 KV1340.The horizontal coordinates were scaled from a topographic map and have
 KV1340.an estimated accuracy of +/- 6 seconds.
 KV1340
 KV1340.The orthometric height was determined by differential leveling
 KV1340.and adjusted by the National Geodetic Survey in June 1991..
 KV1340
 KV1340.The geoid height was determined by GEOID03.
 KV1340
 KV1340.The dynamic height is computed by dividing the NAVD 88
 KV1340.geopotential number by the normal gravity value computed on the
 KV1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1340.degrees latitude (g = 980.6199 gals.).
 KV1340
 KV1340.The modeled gravity was interpolated from observed gravity values.
 KV1340
 KV1340;                    North         East    Units  Estimated Accuracy
 KV1340;SPC NJ       -   209,980.      128,860.      MT  (+/- 180 meters Scaled)
 KV1340
 KV1340                          SUPERSEDED SURVEY CONTROL
 KV1340
 KV1340  NGVD 29 (??/??/??)  183.083  (m)          600.66   (f) ADJUSTED    2 0
 KV1340
 KV1340.Superseded values are not recommended for survey control.
 KV1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1340.See file dsdata.txt to determine how the superseded data were derived.
 KV1340
 KV1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL210081(NAD 83)
 KV1340_MARKER: DD = SURVEY DISK
 KV1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1340_STAMPING: W-84-9 1937
 KV1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1340+STABILITY: SURFACE MOTION
 KV1340
 KV1340  HISTORY     - Date     Condition        Report By
 KV1340  HISTORY     - 1937     MONUMENTED       USDA
 KV1340  HISTORY     - 1937     GOOD             CGS
 KV1340  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV1340
 KV1340                          STATION DESCRIPTION
 KV1340
 KV1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 KV1340'1.9 MI W FROM POTTERSVILLE.
 KV1340'IN HUNTERDON COUNTY, 1.9 MILES WEST ALONG A MACADAM ROAD FROM
 KV1340'POTTERSVILLE, SOMERSET COUNTY, 57 FEET EAST OF POLE TT-406
 KV1340'EXT-2221, AT A LARGE WHITE FRAME FARMHOUSE, AT THE SOUTHWEST
 KV1340'CORNER OF THE YARD, 15 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 KV1340'AND 1 FOOT FROM THE END OF A STONE WALL.
 KV1340
 KV1340                          STATION RECOVERY (2001)
 KV1340
 KV1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1340'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU1717 ***********************************************************************
 JU1717  DESIGNATION -  W 9
 JU1717  PID         -  JU1717
 JU1717  STATE/COUNTY-  NJ/SALEM
 JU1717  USGS QUAD   -  WILMINGTON SOUTH (1993)
 JU1717
 JU1717                         *CURRENT SURVEY CONTROL
 JU1717  ___________________________________________________________________
 JU1717* NAD 83(1986)-  39 39 06.     (N)    075 31 10.     (W)     SCALED    
 JU1717* NAVD 88     -         5.337  (meters)      17.51   (feet)  ADJUSTED  
 JU1717  ___________________________________________________________________
 JU1717  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JU1717  DYNAMIC HT  -           5.334 (meters)      17.50  (feet)  COMP
 JU1717  MODELED GRAV-     980,150.5   (mgal)                       NAVD 88
 JU1717  OBS GRAVITY -     980,147.3   (mgal)                       GRAV_OBS
 JU1717
 JU1717  VERT ORDER  -  FIRST     CLASS II
 JU1717
 JU1717.The horizontal coordinates were scaled from a topographic map and have
 JU1717.an estimated accuracy of +/- 6 seconds.
 JU1717
 JU1717.The orthometric height was determined by differential leveling
 JU1717.and adjusted by the National Geodetic Survey in June 1991..
 JU1717
 JU1717.The geoid height was determined by GEOID03.
 JU1717
 JU1717.The dynamic height is computed by dividing the NAVD 88
 JU1717.geopotential number by the normal gravity value computed on the
 JU1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1717.degrees latitude (g = 980.6199 gals.).
 JU1717
 JU1717.The modeled gravity was interpolated from observed gravity values.
 JU1717.The observed gravity was obtained from relative gravimeter ties
 JU1717.to the IGSN71 gravity network.
 JU1717
 JU1717;                    North         East    Units  Estimated Accuracy
 JU1717;SPC NJ       -    91,340.       62,510.      MT  (+/- 180 meters Scaled)
 JU1717
 JU1717                          SUPERSEDED SURVEY CONTROL
 JU1717
 JU1717  NGVD 29 (01/10/92)    5.597  (m)           18.36   (f) ADJUSTED    1 2
 JU1717
 JU1717.Superseded values are not recommended for survey control.
 JU1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1717.See file dsdata.txt to determine how the superseded data were derived.
 JU1717
 JU1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ554892(NAD 83)
 JU1717_MARKER: DB = BENCH MARK DISK
 JU1717_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1717_SP_SET: SCHOOL BUILDING
 JU1717_STAMPING: W 9 1930 18.632
 JU1717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1717
 JU1717  HISTORY     - Date     Condition        Report By
 JU1717  HISTORY     - 1930     MONUMENTED       CGS
 JU1717  HISTORY     - 1946     GOOD             CGS
 JU1717  HISTORY     - 1979     GOOD             NGS
 JU1717  HISTORY     - 19961228 GOOD             USPSQD
 JU1717  HISTORY     - 20060914 GOOD             GEOCAC
 JU1717
 JU1717                          STATION DESCRIPTION
 JU1717
 JU1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JU1717'AT PENNSVILLE.
 JU1717'AT PENNSVILLE, SALEM COUNTY, AT THE GRADE SCHOOL, AT THE
 JU1717'SOUTHWEST CORNER OF THE BUILDING, IN THE BRICK WALL, AND 2.5
 JU1717'FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED 18.632 W 9
 JU1717'1930 AND SET VERTICALLY.
 JU1717
 JU1717                          STATION RECOVERY (1979)
 JU1717
 JU1717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1717'RECOVERED IN GOOD CONDITION.
 JU1717
 JU1717                          STATION RECOVERY (1996)
 JU1717
 JU1717'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU1717'RECOVERED IN GOOD CONDITION.
 JU1717
 JU1717                          STATION RECOVERY (2006)
 JU1717
 JU1717'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JU1717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0495 ***********************************************************************
 KV0495  CBN         -  This is a Cooperative Base Network Control Station.
 KV0495  DESIGNATION -  W ANDERSON 2
 KV0495  PID         -  KV0495
 KV0495  STATE/COUNTY-  NJ/BERGEN
 KV0495  USGS QUAD   -  HACKENSACK (1997)
 KV0495
 KV0495                         *CURRENT SURVEY CONTROL
 KV0495  ___________________________________________________________________
 KV0495* NAD 83(1996)-  40 53 31.48145(N)    074 02 12.26776(W)     ADJUSTED  
 KV0495* NAVD 88     -         3.761  (meters)      12.34   (feet)  ADJUSTED  
 KV0495  ___________________________________________________________________
 KV0495  X           -   1,327,917.506 (meters)                     COMP
 KV0495  Y           -  -4,642,231.701 (meters)                     COMP
 KV0495  Z           -   4,153,352.230 (meters)                     COMP
 KV0495  LAPLACE CORR-           7.54  (seconds)                    DEFLEC99
 KV0495  ELLIP HEIGHT-         -28.04  (meters)          (09/24/01) GPS OBS
 KV0495  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV0495  DYNAMIC HT  -           3.760 (meters)      12.34  (feet)  COMP
 KV0495  MODELED GRAV-     980,240.7   (mgal)                       NAVD 88
 KV0495
 KV0495  HORZ ORDER  -  A
 KV0495  VERT ORDER  -  FIRST     CLASS II
 KV0495  ELLP ORDER  -  FOURTH    CLASS I
 KV0495
 KV0495.The horizontal coordinates were established by GPS observations
 KV0495.and adjusted by the National Geodetic Survey in September 2001..
 KV0495
 KV0495.The orthometric height was determined by differential leveling
 KV0495.and adjusted by the National Geodetic Survey in March 2001..
 KV0495.No vertical observational check was made to the station.
 KV0495
 KV0495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0495
 KV0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0495
 KV0495.The ellipsoidal height was determined by GPS observations
 KV0495.and is referenced to NAD 83.
 KV0495
 KV0495.The geoid height was determined by GEOID03.
 KV0495
 KV0495.The dynamic height is computed by dividing the NAVD 88
 KV0495.geopotential number by the normal gravity value computed on the
 KV0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0495.degrees latitude (g = 980.6199 gals.).
 KV0495
 KV0495.The modeled gravity was interpolated from observed gravity values.
 KV0495
 KV0495;                    North         East     Units Scale Factor Converg.
 KV0495;SPC NJ       -   228,667.046   189,036.041   MT  0.99991875   +0 18 11.8
 KV0495;SPC NJ       -   750,218.47    620,195.74   sFT  0.99991875   +0 18 11.8
 KV0495;SPC NY E     -   228,667.046   189,036.041   MT  0.99991875   +0 18 11.8
 KV0495;SPC NY E     -   750,218.47    620,195.74   sFT  0.99991875   +0 18 11.8
 KV0495;UTM  18      - 4,527,223.378   581,144.102   MT  0.99968104   +0 37 50.2
 KV0495
 KV0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0495!SPC NJ       -   1.00000440  x   0.99991875  =   0.99992315
 KV0495!SPC NY E     -   1.00000440  x   0.99991875  =   0.99992315
 KV0495!UTM  18      -   1.00000440  x   0.99968104  =   0.99968544
 KV0495
 KV0495|---------------------------------------------------------------------|
 KV0495| PID    Reference Object                     Distance      Geod. Az  |
 KV0495|                                                           dddmmss.s |
 KV0495| KV0496 W ANDERSON 2 RM 3                     5.581 METERS 09729     |
 KV0495| KV0497 W ANDERSON 2 RM 4                     8.586 METERS 18549     |
 KV0495| KV0494 WEST ANDERSON RESET                  19.162 METERS 19245     |
 KV0495| KV3905 HACKENSACK FIRST PRESB CHURCH       461.891 METERS 2565537.2 |
 KV0495| KV3902 HACKENSACK SEARS FLAGPOLE           216.809 METERS 28127     |
 KV0495| KV3901 HACKENSACK HOLY TRINITY CHURCH      387.140 METERS 29925     |
 KV0495|---------------------------------------------------------------------|
 KV0495
 KV0495                          SUPERSEDED SURVEY CONTROL
 KV0495
 KV0495  NAD 83(1996)-  40 53 31.48117(N)    074 02 12.26883(W) AD(       ) 1
 KV0495  ELLIP H (05/14/99)  -28.05   (m)                       GP(       ) 4 1
 KV0495  NAD 83(1996)-  40 53 31.48105(N)    074 02 12.26895(W) AD(       ) 1
 KV0495  NAD 83(1996)-  40 53 31.48000(N)    074 02 12.27021(W) AD(       ) 1
 KV0495  NAD 83(1992)-  40 53 31.47769(N)    074 02 12.27069(W) AD(       ) 1
 KV0495  NAD 83(1986)-  40 53 31.47955(N)    074 02 12.27081(W) AD(       ) 1
 KV0495  NAD 83(1986)-  40 53 31.48918(N)    074 02 12.26921(W) AD(       ) 2
 KV0495  NAD 27      -  40 53 31.12659(N)    074 02 13.76941(W) AD(       ) 2
 KV0495  NAVD 88 (01/16/01)    3.761  (m)           12.34   (f) UNKNOWN     3 0
 KV0495  NGVD 29 (??/??/??)    4.07   (m)           13.4    (f) RESET       3  
 KV0495
 KV0495.Superseded values are not recommended for survey control.
 KV0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0495.See file dsdata.txt to determine how the superseded data were derived.
 KV0495
 KV0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8114427223(NAD 83)
 KV0495_MARKER: DS = TRIANGULATION STATION DISK
 KV0495_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0495_SP_SET: BRIDGE ABUTMENT
 KV0495_STAMPING: W ANDERSON 2 1970
 KV0495_MARK LOGO: NGS   
 KV0495_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0495+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2006
 KV0495
 KV0495  HISTORY     - Date     Condition        Report By
 KV0495  HISTORY     - 1970     MONUMENTED       NGS
 KV0495  HISTORY     - 1970     GOOD             NGS
 KV0495  HISTORY     - 1984     MARK NOT FOUND   USE
 KV0495  HISTORY     - 19920219 GOOD             NJGS
 KV0495  HISTORY     - 19971029 GOOD             NJGS
 KV0495  HISTORY     - 20001003 GOOD             NJGS
 KV0495  HISTORY     - 20010501 GOOD             NGS
 KV0495  HISTORY     - 20010725 GOOD             NJGS
 KV0495  HISTORY     - 20010830 GOOD             TWT
 KV0495  HISTORY     - 20021003 GOOD             INDIV
 KV0495  HISTORY     - 20030131 GOOD             INDIV
 KV0495  HISTORY     - 20060207 GOOD             AASCO
 KV0495  HISTORY     - 20060403 GOOD             MACDEL
 KV0495
 KV0495                          STATION DESCRIPTION
 KV0495
 KV0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KV0495'THE STATION IS LOCATED IN HACKENSACK, NEW JERSEY, AT THE WEST END OF
 KV0495'THE NEW ANDERSON STREET BRIDGE OVER THE HACKENSACK RIVER, 0.1 MILE
 KV0495'EAST OF THE INTERSECTION OF ANDERSON STREET AND RIVER STREET ROAD.
 KV0495'IT IS A STANDARD TRIANGULATION STATION MARK DISK SET IN A DRILL
 KV0495'HOLE IN THE NORTHWEST ABUTMENT OF THE BRIDGE, 14 FEET NORTH OF THE
 KV0495'CENTERLINE OF THE WEST BOUND TRAFFIC LANE, 4 FEET SOUTH OF
 KV0495'WEST END OF THE BRIDGE, 1.0 FOOT NORTH OF THE CURBING, AND NEAR
 KV0495'SOUTH EDGE OF THE SIDEWALK.  THE DISK IS STAMPED W ANDERSON 2 1970.
 KV0495'
 KV0495'REFERENCE MARK NO. 3 IS A STANDARD REFERENCE MARK DISK SET IN A
 KV0495'DRILL HOLE IN THE CURBING ALONG THE NORTH SIDE OF THE WEST BOUND
 KV0495'TRAFFIC LANES, BETWEEN THE TRAFFIC LANES AND SIDEWALK, AND IS
 KV0495'STAMPED W ANDERSON 2 1970 NO 3.
 KV0495'
 KV0495'REFERENCE MARK NO. 4 IS A STANDARD REFERENCE MARK DISK CEMENTED
 KV0495'IN A DRILL HOLE ON THE TOP OF THE ABUTMENT AT THE WEST END OF THE
 KV0495'BRIDGE ON THE DEVIDER BETWEEN THE EAST AND WEST BOUND TRAFFIC
 KV0495'LANES.  IT IS STAMPED W ANDERSON 2 NO 4 1970.
 KV0495'
 KV0495'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 KV0495
 KV0495                          STATION RECOVERY (1970)
 KV0495
 KV0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KV0495'AT HACKENSACK.
 KV0495'AT HACKENSACK, 0.1 MILE EAST OF THE INTERSECTION OF ANDERSON
 KV0495'STREET AND RIVER STREET ROAD, IN THE WEST END OF THE NEW
 KV0495'ANDERSON STREET BRIDGE OVER THE HACKENSACK RIVER.  IT IS SET IN
 KV0495'A DRILL HOLE IN THE NORTHWEST ABUTMENT OF THE BRIDGE, 14 FEET
 KV0495'NORTH OF THE CENTERLINE OF WEST BOUND TRAFFIC LANE, 4 FEET SOUTH
 KV0495'OF WEST END OF BRIDGE, 1.0 FOOT NORTH OF CURBING, AND ABOUT 10
 KV0495'INCHES ABOVE THE LEVEL OF THE ROAD.
 KV0495
 KV0495                          STATION RECOVERY (1984)
 KV0495
 KV0495'RECOVERY NOTE BY US ENGINEERS 1984 (RK)
 KV0495'W ANDERSON 2 NO 4 1970 RECOVERED GOOD.
 KV0495'
 KV0495'RECOVERED BY TIES AS PER DESCRIPTION.
 KV0495
 KV0495                          STATION RECOVERY (1992)
 KV0495
 KV0495'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV0495'THE STATION IS LOCATED IN THE CITY OF HACKENSACK ON THE TOP OF THE
 KV0495'NORTHWEST END OF THE WEST ABUTMENT OF THE ANDERSON STREET BRIDGE OVER
 KV0495'THE HACKENSACK RIVER.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV0495'ANDERSON STREET AND RIVER ROAD, A THREE STORY SEARS AND ROEBUCK
 KV0495'BUILDING IS LOCATED ON THE NORTHWEST CORNER OF THE INTERSECTION, GO
 KV0495'0.1 MI (0.2 KM) EAST ON ANDERSON STREET TO THE STATION ON THE LEFT.
 KV0495'THE STATION IS 0.33 M (1.08 FT) NORTH FROM THE FACE OF THE NORTH
 KV0495'CURB, 1.25 M (4.10 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 KV0495'WEST END OF THE NORTH BRIDGE PARAPET, 3.25 M (10.66 FT) EAST FROM THE
 KV0495'CENTER OF AN INLET ON THE NORTH CURB OF THE WESTBOUND LANES, 8.6 M
 KV0495'(28.2 FT) NORTH FROM REFERENCE MARK NUMBER 4 AND 5.6 M (18.4 FT) WEST
 KV0495'FROM REFERENCE MARK NUMBER 3 SET IN THE CURB.
 KV0495
 KV0495                          STATION RECOVERY (1997)
 KV0495
 KV0495'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (RJK)
 KV0495'RECOVERED AS DESCRIBED.
 KV0495
 KV0495                          STATION RECOVERY (2000)
 KV0495
 KV0495'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (RJK)
 KV0495'RECOVERED AS DESCRIBED.
 KV0495' 
 KV0495'
 KV0495
 KV0495                          STATION RECOVERY (2001)
 KV0495
 KV0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 KV0495'RECOVERED AS DESCRIBED.
 KV0495'
 KV0495
 KV0495                          STATION RECOVERY (2001)
 KV0495
 KV0495'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 KV0495'RECOVERED AS DESCRIBED.
 KV0495'
 KV0495
 KV0495                          STATION RECOVERY (2001)
 KV0495
 KV0495'RECOVERY NOTE BY TWT CONS ENG 2001 (BSJ)
 KV0495'RECOVERED IN GOOD CONDITION.
 KV0495
 KV0495                          STATION RECOVERY (2002)
 KV0495
 KV0495'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FP)
 KV0495'RECOVERED AS DESCRIBED BY MACDEL ENGINEERING, P.C.
 KV0495
 KV0495                          STATION RECOVERY (2003)
 KV0495
 KV0495'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (FP)
 KV0495'RECOVERED AS DESCRIBED BY MACDEL ENGINEERING, P.C.
 KV0495' 
 KV0495
 KV0495                          STATION RECOVERY (2006)
 KV0495
 KV0495'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV0495'RECOVERED IN GOOD CONDITION.
 KV0495
 KV0495                          STATION RECOVERY (2006)
 KV0495
 KV0495'RECOVERY NOTE BY MACDEL ENGINEERING 2006 (JM)
 KV0495'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0496 ***********************************************************************
 KV0496  DESIGNATION -  W ANDERSON 2 RM 3
 KV0496  PID         -  KV0496
 KV0496  STATE/COUNTY-  NJ/BERGEN
 KV0496  USGS QUAD   -  HACKENSACK (1997)
 KV0496
 KV0496                         *CURRENT SURVEY CONTROL
 KV0496  ___________________________________________________________________
 KV0496* NAD 83(1986)-  40 53 31.     (N)    074 02 13.     (W)     SCALED    
 KV0496* NAVD 88     -         3.87   (meters)      12.7    (feet)  RESET     
 KV0496  ___________________________________________________________________
 KV0496  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV0496
 KV0496  VERT ORDER  -  THIRD
 KV0496
 KV0496.The horizontal coordinates were scaled from a topographic map and have
 KV0496.an estimated accuracy of +/- 6 seconds.
 KV0496
 KV0496.The orthometric height was computed from unverified reset data.
 KV0496.No vertical observational check was made to the station.
 KV0496
 KV0496.The geoid height was determined by GEOID03.
 KV0496
 KV0496;                    North         East    Units  Estimated Accuracy
 KV0496;SPC NJ       -   228,650.      189,020.      MT  (+/- 180 meters Scaled)
 KV0496
 KV0496                          SUPERSEDED SURVEY CONTROL
 KV0496
 KV0496  NGVD 29 (??/??/??)    4.18   (m)           13.7    (f) RESET       3  
 KV0496
 KV0496.Superseded values are not recommended for survey control.
 KV0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0496.See file dsdata.txt to determine how the superseded data were derived.
 KV0496
 KV0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL811272(NAD 83)
 KV0496_MARKER: DR = REFERENCE MARK DISK
 KV0496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0496_SP_SET: CURB
 KV0496_STAMPING: W ANDERSON 2 1970 NO 3
 KV0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0496
 KV0496  HISTORY     - Date     Condition        Report By
 KV0496  HISTORY     - 1970     MONUMENTED       NGS
 KV0496  HISTORY     - 20050925 POOR             GEOCAC
 KV0496
 KV0496                          STATION DESCRIPTION
 KV0496
 KV0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KV0496'AT HACKENSACK.
 KV0496'AT HACKENSACK, 0.1 MILE EAST OF THE INTERSECTION OF ANDERSON
 KV0496'STREET AND RIVER STREET ROAD, IN THE WEST END OF THE NEW
 KV0496'ANDERSON STREET BRIDGE OVER THE HACKENSACK RIVER.  IT IS SET IN A
 KV0496'DRILL HOLE IN THE CURBING ALONG THE NORTH SIDE OF THE WEST
 KV0496'BOUND TRAFFIC LANES, BETWEEN THE TRAFFIC LANES AND SIDEWALK, 22
 KV0496'FEET SOUTH OF THE NORTH END OF THE BRIDGE.  IT IS ABOUT 10 INCHES
 KV0496'ABOVE THE LEVEL OF THE ROAD.
 KV0496
 KV0496                          STATION RECOVERY (2005)
 KV0496
 KV0496'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV0496'EASILY FOUND BY DESCRIPTION.  DISK IS MISSING.  HOLE, AND IMPRESSION
 KV0496'IN CONCRETE REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0497 ***********************************************************************
 KV0497  DESIGNATION -  W ANDERSON 2 RM 4
 KV0497  PID         -  KV0497
 KV0497  STATE/COUNTY-  NJ/BERGEN
 KV0497  USGS QUAD   -  HACKENSACK (1997)
 KV0497
 KV0497                         *CURRENT SURVEY CONTROL
 KV0497  ___________________________________________________________________
 KV0497* NAD 83(1986)-  40 53 31.     (N)    074 02 12.     (W)     SCALED    
 KV0497* NAVD 88     -         3.749  (meters)      12.30   (feet)  ADJUSTED  
 KV0497  ___________________________________________________________________
 KV0497  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV0497  DYNAMIC HT  -           3.748 (meters)      12.30  (feet)  COMP
 KV0497  MODELED GRAV-     980,240.6   (mgal)                       NAVD 88
 KV0497
 KV0497  VERT ORDER  -  FIRST     CLASS II
 KV0497
 KV0497.The horizontal coordinates were scaled from a topographic map and have
 KV0497.an estimated accuracy of +/- 6 seconds.
 KV0497
 KV0497.The orthometric height was determined by differential leveling
 KV0497.and adjusted by the National Geodetic Survey in March 2001..
 KV0497.No vertical observational check was made to the station.
 KV0497
 KV0497.The geoid height was determined by GEOID03.
 KV0497
 KV0497.The dynamic height is computed by dividing the NAVD 88
 KV0497.geopotential number by the normal gravity value computed on the
 KV0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0497.degrees latitude (g = 980.6199 gals.).
 KV0497
 KV0497.The modeled gravity was interpolated from observed gravity values.
 KV0497
 KV0497;                    North         East    Units  Estimated Accuracy
 KV0497;SPC NJ       -   228,650.      189,040.      MT  (+/- 180 meters Scaled)
 KV0497
 KV0497                          SUPERSEDED SURVEY CONTROL
 KV0497
 KV0497  NAVD 88 (01/16/01)    3.755  (m)           12.32   (f) UNKNOWN     3 0
 KV0497  NGVD 29 (??/??/??)    4.07   (m)           13.4    (f) RESET       3  
 KV0497
 KV0497.Superseded values are not recommended for survey control.
 KV0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0497.See file dsdata.txt to determine how the superseded data were derived.
 KV0497
 KV0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL811272(NAD 83)
 KV0497_MARKER: DR = REFERENCE MARK DISK
 KV0497_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0497_SP_SET: BRIDGE ABUTMENT
 KV0497_STAMPING: W ANDERSON 2 NO 4 1970
 KV0497_MARK LOGO: NGS   
 KV0497_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0497+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2005
 KV0497
 KV0497  HISTORY     - Date     Condition        Report By
 KV0497  HISTORY     - 1970     MONUMENTED       CGS
 KV0497  HISTORY     - 19971029 GOOD             NJGS
 KV0497  HISTORY     - 20050925 GOOD             GEOCAC
 KV0497
 KV0497                          STATION DESCRIPTION
 KV0497
 KV0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 KV0497'AT HACKENSACK.
 KV0497'AT HACKENSACK, 0.1 MILE EAST OF THE INTERSECTION OF ANDERSON
 KV0497'STREET AND RIVER STREET ROAD, IN THE CONCRETE ABUTMENT AT THE
 KV0497'WEST END OF THE BRIDGE ON THE DEVIDER BETWEEN THE WESTBOUND
 KV0497'AND EASTBOUND TRAFFIC LANES AND IS ABOUT 12-INCHES ABOVE THE
 KV0497'LEVEL OF THE ROAD.
 KV0497
 KV0497                          STATION RECOVERY (1997)
 KV0497
 KV0497'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (RJK)
 KV0497'RECOVERED AS DESCRIBED.
 KV0497
 KV0497                          STATION RECOVERY (2005)
 KV0497
 KV0497'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KV0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4073 ***********************************************************************
 KV4073  DESIGNATION -  W NEW YORK ST MARYS CH W TOWER
 KV4073  PID         -  KV4073
 KV4073  STATE/COUNTY-  NJ/HUDSON
 KV4073  USGS QUAD   -  WEEHAWKEN (1995)
 KV4073
 KV4073                         *CURRENT SURVEY CONTROL
 KV4073  ___________________________________________________________________
 KV4073* NAD 83(1996)-  40 47 39.76934(N)    074 00 55.27954(W)     ADJUSTED  
 KV4073* NAVD 88     -                                                        
 KV4073  ___________________________________________________________________
 KV4073  LAPLACE CORR-           6.82  (seconds)                    DEFLEC99
 KV4073  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 KV4073
 KV4073  HORZ ORDER  -  THIRD
 KV4073
 KV4073.The horizontal coordinates were established by classical geodetic methods
 KV4073.and adjusted by the National Geodetic Survey in September 1999..
 KV4073
 KV4073
 KV4073.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4073
 KV4073.The geoid height was determined by GEOID03.
 KV4073
 KV4073;                    North         East     Units Scale Factor Converg.
 KV4073;SPC NJ       -   217,828.405   190,898.098   MT  0.99992058   +0 18 59.9
 KV4073;SPC NJ       -   714,658.69    626,304.84   sFT  0.99992058   +0 18 59.9
 KV4073;SPC NY L     -    69,705.312   298,704.068   MT  0.99999537   -0 00 36.2
 KV4073;SPC NY L     -   228,691.51    979,998.26   sFT  0.99999537   -0 00 36.2
 KV4073;UTM  18      - 4,516,398.105   583,067.537   MT  0.99968493   +0 38 36.1
 KV4073
 KV4073                          SUPERSEDED SURVEY CONTROL
 KV4073
 KV4073  NAD 83(1996)-  40 47 39.76930(N)    074 00 55.27963(W) AD(       ) 4
 KV4073  NAD 83(1996)-  40 47 39.76864(N)    074 00 55.28111(W) AD(       ) 4
 KV4073  NAD 83(1992)-  40 47 39.76728(N)    074 00 55.28184(W) AD(       ) 4
 KV4073  NAD 83(1986)-  40 47 39.77229(N)    074 00 55.28313(W) AD(       ) 4
 KV4073  NAD 27      -  40 47 39.40500(N)    074 00 56.77600(W) AD(       ) 3
 KV4073
 KV4073.Superseded values are not recommended for survey control.
 KV4073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4073.See file dsdata.txt to determine how the superseded data were derived.
 KV4073
 KV4073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8306816398(NAD 83)
 KV4073_MARKER: 91 = CHURCH CROSS
 KV4073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4073+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2004
 KV4073
 KV4073  HISTORY     - Date     Condition        Report By
 KV4073  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4073  HISTORY     - 20041010 GOOD             GEOCAC
 KV4073
 KV4073                          STATION DESCRIPTION
 KV4073
 KV4073'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4073'THE WESTERLY OF TWIN TOWERS, W OF THE HUDSON RIVER, IN THE TOWN
 KV4073'OF WEST NEW YORK ON THE NE CORNER OF JACKSON AND 22ND STREETS,
 KV4073'ATOP THE ST. MARYS ROMAN CATHOLIC CHURCH, RISING FROM THE NW CORNER
 KV4073'OF THIS RED-TILE-ROOFED CHURCH BUILDING.  IT IS AN OCTAGONAL TOWER
 KV4073'HAVING A SQUARE BASE AND A DOMED ROOF.
 KV4073'
 KV4073'THE STATION IS THE BASE OF THE GOLD CROSS AT THE TOWER-APEX,
 KV4073'APPROXIMATELY 100 FEET ABOVE GROUND.
 KV4073
 KV4073                          STATION RECOVERY (2004)
 KV4073
 KV4073'RECOVERY NOTE BY GEOCACHING 2004 (PR)
 KV4073' 
 KV4073' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4074 ***********************************************************************
 KV4074  DESIGNATION -  W NEW YORK ST MARYS CH E TOWER
 KV4074  PID         -  KV4074
 KV4074  STATE/COUNTY-  NJ/HUDSON
 KV4074  USGS QUAD   -  WEEHAWKEN (1995)
 KV4074
 KV4074                         *CURRENT SURVEY CONTROL
 KV4074  ___________________________________________________________________
 KV4074* NAD 83(1996)-  40 47 39.53679(N)    074 00 54.77752(W)     ADJUSTED  
 KV4074* NAVD 88     -                                                        
 KV4074  ___________________________________________________________________
 KV4074  LAPLACE CORR-           6.82  (seconds)                    DEFLEC99
 KV4074  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 KV4074
 KV4074  HORZ ORDER  -  THIRD
 KV4074
 KV4074.The horizontal coordinates were established by classical geodetic methods
 KV4074.and adjusted by the National Geodetic Survey in September 1999..
 KV4074
 KV4074
 KV4074.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4074
 KV4074.The geoid height was determined by GEOID03.
 KV4074
 KV4074;                    North         East     Units Scale Factor Converg.
 KV4074;SPC NJ       -   217,821.297   190,909.906   MT  0.99992059   +0 19 00.2
 KV4074;SPC NJ       -   714,635.37    626,343.58   sFT  0.99992059   +0 19 00.2
 KV4074;SPC NY L     -    69,698.137   298,715.835   MT  0.99999537   -0 00 35.8
 KV4074;SPC NY L     -   228,667.97    980,036.87   sFT  0.99999537   -0 00 35.8
 KV4074;UTM  18      - 4,516,391.066   583,079.382   MT  0.99968495   +0 38 36.4
 KV4074
 KV4074                          SUPERSEDED SURVEY CONTROL
 KV4074
 KV4074  NAD 83(1996)-  40 47 39.53675(N)    074 00 54.77761(W) AD(       ) 4
 KV4074  NAD 83(1996)-  40 47 39.53609(N)    074 00 54.77909(W) AD(       ) 4
 KV4074  NAD 83(1992)-  40 47 39.53473(N)    074 00 54.77981(W) AD(       ) 4
 KV4074  NAD 83(1986)-  40 47 39.53969(N)    074 00 54.78109(W) AD(       ) 4
 KV4074  NAD 27      -  40 47 39.17300(N)    074 00 56.27400(W) AD(       ) 3
 KV4074
 KV4074.Superseded values are not recommended for survey control.
 KV4074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4074.See file dsdata.txt to determine how the superseded data were derived.
 KV4074
 KV4074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8307916391(NAD 83)
 KV4074_MARKER: 91 = CHURCH CROSS
 KV4074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4074+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2004
 KV4074
 KV4074  HISTORY     - Date     Condition        Report By
 KV4074  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4074  HISTORY     - 20041010 GOOD             GEOCAC
 KV4074
 KV4074                          STATION DESCRIPTION
 KV4074
 KV4074'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4074'THE EASTERLY OF TWIN TOWERS, W OF THE HUDSON RIVER, IN THE TOWN
 KV4074'OF WEST NEW YORK ON THE NE CORNER OF JACKSON AND 22ND STREETS,
 KV4074'ATOP THE ST. MARYS ROMAN CATHOLIC CHURCH, RISING FROM THE NE
 KV4074'CORNER OF THIS RED-TILE-ROOFED CHURCH BUILDING.  IT IS AN
 KV4074'OCTAGONAL TOWER HAVING A SQUARE BASE AND A DOMED ROOF.
 KV4074'
 KV4074'THE STATION IS THE BASE OF THE GOLD CROSS AT THE TOWER-APEX,
 KV4074'APPROXIMATELY 100 FEET ABOVE GROUND.
 KV4074
 KV4074                          STATION RECOVERY (2004)
 KV4074
 KV4074'RECOVERY NOTE BY GEOCACHING 2004 (PR)
 KV4074' 
 KV4074' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3988 ***********************************************************************
 KV3988  DESIGNATION -  W RIDGEFIELD BOATHOUSE
 KV3988  PID         -  KV3988
 KV3988  STATE/COUNTY-  NJ/BERGEN
 KV3988  USGS QUAD   -  WEEHAWKEN (1995)
 KV3988
 KV3988                         *CURRENT SURVEY CONTROL
 KV3988  ___________________________________________________________________
 KV3988* NAD 83(1996)-  40 51 08.36991(N)    074 01 46.63320(W)     ADJUSTED  
 KV3988* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV3988  ___________________________________________________________________
 KV3988  LAPLACE CORR-           7.74  (seconds)                    DEFLEC99
 KV3988  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KV3988
 KV3988  HORZ ORDER  -  THIRD
 KV3988
 KV3988.The horizontal coordinates were established by classical geodetic methods
 KV3988.and adjusted by the National Geodetic Survey in September 1999..
 KV3988
 KV3988.The orthometric height was scaled from a topographic map.
 KV3988
 KV3988.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3988
 KV3988.The geoid height was determined by GEOID03.
 KV3988
 KV3988;                    North         East     Units Scale Factor Converg.
 KV3988;SPC NJ       -   224,256.015   189,659.777   MT  0.99991935   +0 18 27.7
 KV3988;SPC NJ       -   735,746.61    622,242.12   sFT  0.99991935   +0 18 27.7
 KV3988;SPC NY L     -    76,140.366   297,502.347   MT  0.99999490   -0 01 09.7
 KV3988;SPC NY L     -   249,803.85    976,055.62   sFT  0.99999490   -0 01 09.7
 KV3988;UTM  18      - 4,522,817.028   581,792.866   MT  0.99968234   +0 38 05.2
 KV3988
 KV3988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3988!SPC NJ       -   1.00000488  x   0.99991935  =   0.99992423
 KV3988!SPC NY L     -   1.00000488  x   0.99999490  =   0.99999978
 KV3988!UTM  18      -   1.00000488  x   0.99968234  =   0.99968722
 KV3988
 KV3988:                Primary Azimuth Mark                     Grid Az
 KV3988:SPC NJ       -  PARK                                     005 43 32.7
 KV3988:SPC NY L     -  PARK                                     006 03 10.1
 KV3988:UTM  18      -  PARK                                     005 23 55.2
 KV3988
 KV3988|---------------------------------------------------------------------|
 KV3988| PID    Reference Object                     Distance      Geod. Az  |
 KV3988|                                                           dddmmss.s |
 KV3988| KV3934 PARK                                494.867 METERS 0060200.4 |
 KV3988| KV4030 EAST RIDGEFIELD BOATHOUSE USE       134.969 METERS 07851     |
 KV3988| CB6510 W RIDGEFIELD BOATHSE RM 1                          10428     |
 KV3988| KV4005 EAST TOLL                           437.199 METERS 1810703.2 |
 KV3988| KV3993 WEST TOLL                           393.565 METERS 20642     |
 KV3988| CB6511 W RIDGEFIELD BOATHSE RM 2                          28837     |
 KV3988| KV4025 RIDGE                               422.372 METERS 3471814.1 |
 KV3988|---------------------------------------------------------------------|
 KV3988
 KV3988                          SUPERSEDED SURVEY CONTROL
 KV3988
 KV3988  NAD 83(1996)-  40 51 08.36974(N)    074 01 46.63329(W) AD(       ) 3
 KV3988  NAD 83(1996)-  40 51 08.36850(N)    074 01 46.63476(W) AD(       ) 3
 KV3988  NAD 83(1992)-  40 51 08.36690(N)    074 01 46.63553(W) AD(       ) 3
 KV3988  NAD 83(1986)-  40 51 08.37367(N)    074 01 46.63064(W) AD(       ) 3
 KV3988  NAD 27      -  40 51 08.01400(N)    074 01 48.13300(W) AD(       ) 3
 KV3988
 KV3988.Superseded values are not recommended for survey control.
 KV3988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3988.See file dsdata.txt to determine how the superseded data were derived.
 KV3988
 KV3988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8179322817(NAD 83)
 KV3988_MARKER: N = NAIL
 KV3988_SETTING: 0 = UNSPECIFIED SETTING
 KV3988
 KV3988  HISTORY     - Date     Condition        Report By
 KV3988  HISTORY     - 1914     MONUMENTED       USE
 KV3988  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV3988
 KV3988                          STATION DESCRIPTION
 KV3988
 KV3988'DESCRIBED BY US ENGINEERS 1914 (SF)
 KV3988'STATION IS ON THE W SIDE OF HACKENSACK RIVER, ABOUT 1/4 MILE
 KV3988'ABOVE THE BERGEN TURNPIKE BRIDGE, ON THE OLD TOW ROADWAY AND
 KV3988'ABOUT 20 METERS (66 FEET) FROM SHORE.
 KV3988'
 KV3988'THE STATION IS MARKED BY A COPPER NAIL BETWEEN 2 WIRE NAILS IN
 KV3988'THE TOP OF 2 3/4- BY 2 3/4-INCH OAK PLUG WHICH PROJECTS 2-1/2
 KV3988'INCHES ABOVE THE TURF.
 KV3988
 KV3988                          STATION RECOVERY (1932)
 KV3988
 KV3988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3988'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5114 ***********************************************************************
 KV5114  DESIGNATION -  WAACKAACK LIGHTHOUSE
 KV5114  PID         -  KV5114
 KV5114  STATE/COUNTY-  NJ/MONMOUTH
 KV5114  USGS QUAD   -  KEYPORT (1977)
 KV5114
 KV5114                         *CURRENT SURVEY CONTROL
 KV5114  ___________________________________________________________________
 KV5114* NAD 83(1996)-  40 26 38.53447(N)    074 08 10.05231(W)     ADJUSTED  
 KV5114* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 KV5114  ___________________________________________________________________
 KV5114  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 KV5114  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV5114
 KV5114  HORZ ORDER  -  SECOND
 KV5114
 KV5114.The horizontal coordinates were established by classical geodetic methods
 KV5114.and adjusted by the National Geodetic Survey in September 1999..
 KV5114
 KV5114.The orthometric height was scaled from a topographic map.
 KV5114
 KV5114.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5114
 KV5114.The geoid height was determined by GEOID03.
 KV5114
 KV5114;                    North         East     Units Scale Factor Converg.
 KV5114;SPC NJ       -   178,878.482   180,867.378   MT  0.99991172   +0 14 09.8
 KV5114;SPC NJ       -   586,870.49    593,395.72   sFT  0.99991172   +0 14 09.8
 KV5114;UTM  18      - 4,477,401.206   573,260.643   MT  0.99966606   +0 33 37.5
 KV5114
 KV5114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5114!SPC NJ       -   0.99999728  x   0.99991172  =   0.99990900
 KV5114!UTM  18      -   0.99999728  x   0.99966606  =   0.99966334
 KV5114
 KV5114:                Primary Azimuth Mark                     Grid Az
 KV5114:SPC NJ       -  GREAT KILLS LIGHT                        002 16 24.0
 KV5114:UTM  18      -  GREAT KILLS LIGHT                        001 56 56.3
 KV5114
 KV5114|---------------------------------------------------------------------|
 KV5114| PID    Reference Object                     Distance      Geod. Az  |
 KV5114|                                                           dddmmss.s |
 KV5114| KV4586 GREAT KILLS LIGHT                   APPROX. 8.6 KM 0023033.8 |
 KV5114| KV4978 PT COMFORT BEACON LH OLD            APPROX. 1.3 KM 0701539.5 |
 KV5114| KV4964 SANDY HOOK GREY HOUSE               APPROX.10.4 KM 0725820.9 |
 KV5114| KV4966 SANDY HOOK POINT BEACON             APPROX.10.4 KM 0732448.7 |
 KV5114| KV4986 SANDY HOOK WEST UNION TOWER         APPROX.10.8 KM 0735750.3 |
 KV5114| KV4985 SANDY HOOK WEST UNION FLAGPOLE      APPROX.10.8 KM 0735830.8 |
 KV5114| KV4969 SANDY HOOK POSTAL TEL LOT           APPROX.10.8 KM 0741052.9 |
 KV5114| KV4977 SANDY HOOK STANDPIPE                APPROX.11.3 KM 0753736.3 |
 KV5114| KV4959 SANDY HOOK PWRHSE BLDG 124 STK      APPROX.11.4 KM 0761916.1 |
 KV5114| KV4961 SANDY HOOK NORTH RADIO MAST         APPROX.11.6 KM 0775624.2 |
 KV5114| KV4963 SANDY HOOK SOUTH RADIO MAST         APPROX.11.6 KM 0781820.1 |
 KV5114| KV4958 SANDY HOOK SOUTH BEACON             APPROX.11.3 KM 0791643.9 |
 KV5114| KV4960 SANDY HOOK FORT HANCOCK FP          APPROX.11.3 KM 0801428.4 |
 KV5114| KV4956 SANDY HOOK POLE MAST                APPROX.11.6 KM 0802337.2 |
 KV5114| KV5102 KEANSBURG OLD TANK                  APPROX. 0.9 KM 0842604.8 |
 KV5114| KU2823 SANDY HOOK PUMPHSE BLDG 82 STK      APPROX.11.7 KM 0860314.2 |
 KV5114| KU2824 SANDY HOOK BLIMP HANGER             APPROX.12.0 KM 0862959.0 |
 KV5114| KU2828 SANDY HOOK SCAFFOLD                 APPROX.12.3 KM 0944656.5 |
 KV5114| KU2809 SANDY HOOK CG STA STANDPIPE         APPROX.13.0 KM 0981039.7 |
 KV5114| KU2811 SPERMACETI COVE CG CUPOLA           APPROX.13.0 KM 0982706.3 |
 KV5114| KV4942 IDEAL BEACH TANK                    APPROX. 2.0 KM 0982809.2 |
 KV5114| KV4981 SHOAL HARBOR SMITH FERTIL TANK      APPROX. 4.5 KM 1015204.8 |
 KV5114| KU2815 SPERMACETI COVE LIGHT               APPROX.12.2 KM 1022229.8 |
 KV5114| KU2816 SANDY HOOK SPERMACETI C ENT BN      APPROX.12.4 KM 1023512.0 |
 KV5114| KV4983 PIER LIGHT                          APPROX. 9.0 KM 1054728.9 |
 KV5114| KV4948 ATLANTIC HIGHLANDS FP ON RIDGE      APPROX.11.2 KM 1092220.8 |
 KV5114| KV4944 CONOVER BEACON                      APPROX. 7.3 KM 1101157.9 |
 KV5114| KV4946 LEONARDO BANFIELD SEA SKIFF TK      APPROX. 7.9 KM 1104700.1 |
 KV5114| KV4947 ATLANTIC HIGHLANDS GS LGE TK        APPROX. 8.8 KM 1145324.5 |
 KV5114| KV4951 LEONARDO HORSFORD TANK              APPROX. 8.1 KM 1282945.8 |
 KV5114| KV5091 MATTAWAN TANK                       APPROX. 8.8 KM 2442413.4 |
 KV5114| KV5097 KEYPORT FIRST BAPTIST CH SPIRE      APPROX. 5.7 KM 2605249.2 |
 KV5114| KV5103 LORILLARD NAT FIRE PROOF CHIM       APPROX. 1.6 KM 2714809.8 |
 KV5114| KV5101 KEANSBURG STANDPIPE                 APPROX. 0.9 KM 3495237.3 |
 KV5114|---------------------------------------------------------------------|
 KV5114
 KV5114                          SUPERSEDED SURVEY CONTROL
 KV5114
 KV5114  NAD 83(1996)-  40 26 38.53451(N)    074 08 10.05212(W) AD(       ) 2
 KV5114  NAD 83(1986)-  40 26 38.53500(N)    074 08 10.05061(W) AD(       ) 2
 KV5114  NAD 27      -  40 26 38.14800(N)    074 08 11.53900(W) AD(       ) 2
 KV5114
 KV5114.Superseded values are not recommended for survey control.
 KV5114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5114.See file dsdata.txt to determine how the superseded data were derived.
 KV5114
 KV5114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7326177401(NAD 83)
 KV5114_MARKER: 13 = LIGHTHOUSE
 KV5114
 KV5114  HISTORY     - Date     Condition        Report By
 KV5114  HISTORY     - 1901     FIRST OBSERVED   CGS
 KV5114  HISTORY     - 1930     GOOD             CGS
 KV5114  HISTORY     - 1931     GOOD             CGS
 KV5114  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 KV5114
 KV5114                          STATION DESCRIPTION
 KV5114
 KV5114'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (RWW)
 KV5114'RECOVERED, IN GOOD CONDITION, NO DESCRIPTION AVAILABLE.  THE
 KV5114'LIGHTHOUSE IS ON THE E SIDE OF CREEK ROAD (DIRT), N OF FRANCES
 KV5114'PLACE (DIRT), KEANSBURG, A WHITE, IRON TUBE-TOWER AND FOUR-LEGGED
 KV5114'SUPPORTING STRUCTURE SURMOUNTED BY A BLACK, IRON CUPOLA HOUSING
 KV5114'TWO AUTOMATIC LIGHTS.  THE KEYS TO THIS LIGHT ARE IN CHARGE
 KV5114'OF THE CHAPEL HILL LIGHTHOUSE KEEPER.
 KV5114'
 KV5114'THE STATION IS THE BALL-APEX OF THE PYRAMIDAL ROOF, APPROXIMATELY
 KV5114'110 FEET HIGH.
 KV5114'
 KV5114'TWO ECCENTRIC SET-UPS (ON THE LOWER PLATFORM) WERE USED BUT
 KV5114'NOT MARKED.  FROM THE DOORWAY SET-UP THE CENTER-DIRECTION WAS
 KV5114'OBTAINED BY DIRECT POINTING ON THE ROUND CENTER-POLE WITHIN THE
 KV5114'CUPOLA.  FROM THE OTHER THE CENTER-DIRECTION WAS OBTAINED AS
 KV5114'THE MEAN OF POINTINGS ON STRING-TANGENTS TO THE CYLINDRICAL
 KV5114'LOWER CUPOLA.  THERE IS SUFFICIENT ROOM AND RIGID FOOTING FOR A
 KV5114'NORMAL TRIPOD SET-UP (PROVIDED THERE IS A SLIM OBSERVER) IN THE
 KV5114'DOORWAY, ELSEWHERE ON THE PLATFORM NECESSITATES A HIGH SHAKY
 KV5114'SET-UP, OR CONSTRUCTION OF A RAILING STAND.
 KV5114
 KV5114                          STATION RECOVERY (1931)
 KV5114
 KV5114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV5114'RECOVERED IN GOOD CONDITION.
 KV5114'
 KV5114'THE FOLLOWING DATA SHOULD BE ADDED--
 KV5114'
 KV5114'THE ECCENTRIC DOOR-WAY SET-UP ON THE LOWER PLATFORM (ECC.1-1930)
 KV5114'WAS OCCUPIED, AND MARKED BY A SMALL CROSS CUT IN THE IRON
 KV5114'PLATFORM OUTSIDE THE DOOR.  THIS WAS REFERENCED, AS FOLLOWS--
 KV5114'
 KV5114'NORMAL TO OUTER EDGE OF DOOR SILL 0.320 METERS.
 KV5114'
 KV5114'NORMAL TO CENTER OF PLATFORM SEAM TO W 0.600 METERS.
 KV5114'
 KV5114'TO ANOTHER CROSS CUT ON THIS SEAM TO N 0.183 METERS.
 KV5114'
 KV5114'TO W DOOR-JAMB AT OUTER CIRCUMFERENCE 0.495 METERS.
 KV5114'
 KV5114'TO E DOOR-JAMB AT OUTER CIRCUMFERENCE 0.395 METERS.
 KV5114
 KV5114                          STATION RECOVERY (1983)
 KV5114
 KV5114'RECOVERY NOTE BY US POWER SQUADRON 1983 (PJM)
 KV5114'LIGHT HOUSE IS GONE OR REMOVED, ACCORDING TO WILLIARD AND ORKANIS 157
 KV5114'BROAD STREET RED BANK NO 07701.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4900 ***********************************************************************
 KV4900  DESIGNATION -  WABC TOWER NJGS
 KV4900  PID         -  KV4900
 KV4900  STATE/COUNTY-  NJ/PASSAIC
 KV4900  USGS QUAD   -  POMPTON PLAINS (1995)
 KV4900
 KV4900                         *CURRENT SURVEY CONTROL
 KV4900  ___________________________________________________________________
 KV4900* NAD 83(1996)-  40 55 31.26240(N)    074 17 08.82894(W)     ADJUSTED  
 KV4900* NAVD 88     -                                                        
 KV4900  ___________________________________________________________________
 KV4900  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 KV4900  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV4900
 KV4900  HORZ ORDER  -  THIRD
 KV4900
 KV4900.The horizontal coordinates were established by classical geodetic methods
 KV4900.and adjusted by the National Geodetic Survey in September 1999..
 KV4900
 KV4900
 KV4900.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4900
 KV4900.The geoid height was determined by GEOID03.
 KV4900
 KV4900;                    North         East     Units Scale Factor Converg.
 KV4900;SPC NJ       -   232,280.440   168,041.471   MT  0.99990400   +0 08 25.2
 KV4900;SPC NJ       -   762,073.41    551,316.06   sFT  0.99990400   +0 08 25.2
 KV4900;UTM  18      - 4,530,715.860   560,134.449   MT  0.99964451   +0 28 04.4
 KV4900
 KV4900                          SUPERSEDED SURVEY CONTROL
 KV4900
 KV4900  NAD 83(1996)-  40 55 31.26206(N)    074 17 08.82933(W) AD(       ) 4
 KV4900  NAD 83(1986)-  40 55 31.25884(N)    074 17 08.82851(W) AD(       ) 4
 KV4900  NAD 27      -  40 55 30.90200(N)    074 17 10.29500(W) AD(       ) 3
 KV4900
 KV4900.Superseded values are not recommended for survey control.
 KV4900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4900.See file dsdata.txt to determine how the superseded data were derived.
 KV4900
 KV4900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6013430716(NAD 83)
 KV4900_MARKER: 43 = RADIO/TV TOWER
 KV4900
 KV4900  HISTORY     - Date     Condition        Report By
 KV4900  HISTORY     - 1936     FIRST OBSERVED   NJGS
 KV4900  HISTORY     - 20041019 MARK NOT FOUND   USPSQD
 KV4900
 KV4900                          STATION DESCRIPTION
 KV4900
 KV4900'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1936
 KV4900'TO REACH STATION FROM THE TRAFFIC CIRCLE, NEWARK-POMPTON
 KV4900'TURNPIKE AND NEW YORK AVENUE, WAYNE, N.J., GO N ABOUT 0.2 MILE
 KV4900'TO RYERSON STREET, THENCE W ABOUT 0.6 MILE TO PATERSON AVENUE,
 KV4900'THENCE ABOUT 0.2 MILE TO VINCENT STREET, THENCE 0.1 MILE W TO THE
 KV4900'TRANSMITTER BUILDING.  TOWER IS 338 FEET N OF CENTER LINE OF
 KV4900'VINCENT STREET.
 KV4900'
 KV4900'THERE ARE FOUR RED WARNING LIGHTS ARRANGED IN A SQUARE ATOP THE
 KV4900'580 FOOT TOWER.  THE CENTER OF THE CLUSTER WAS USED AS THE SIGNAL.
 KV4900'
 KV4900'IT HAS BEEN REPORTED THAT BUT ONE LIGHT OF THE CLUSTER CAN BE
 KV4900'SEEN FROM HIGH MOUNTAIN, THEREFORE THE CENTER OF TOP OF TOWER
 KV4900'SHOULD BE USED FROM THIS STATION FOR ANY AZIMUTH SIGHTS.
 KV4900
 KV4900                          STATION RECOVERY (2004)
 KV4900
 KV4900'RECOVERY NOTE BY US POWER SQUADRON 2004 (GBM)
 KV4900'RADIO TOWER DEMOLISHED MID-1960'S.NEW DIRECTIONS. TRAFFIC CIRCLE
 KV4900'REMOVED.FROM RTS46/80/23 TAKE RT 23N TO NEWARK-POMPTON TURNPIKE.
 KV4900'RYERSON AVE W TO CLARK ST NW TO VINCENT ST. 0.1 MILES TO SITE.  AREA
 KV4900'IS NOW A TOWNSHIP NATURAL PARK MUCH IS OVERGROWN.  SOME DIRT TRAILS
 KV4900'THROUGHOUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2909 ***********************************************************************
 LY2909  DESIGNATION -  WALDWICK PSEG 1
 LY2909  PID         -  LY2909
 LY2909  STATE/COUNTY-  NJ/BERGEN
 LY2909  USGS QUAD   -  RAMSEY (1995)
 LY2909
 LY2909                         *CURRENT SURVEY CONTROL
 LY2909  ___________________________________________________________________
 LY2909* NAD 83(1996)-  41 01 00.81233(N)    074 07 35.30732(W)     ADJUSTED  
 LY2909* NAVD 88     -        71.8    (meters)     236.     (feet)  GPS OBS   
 LY2909  ___________________________________________________________________
 LY2909  X           -   1,318,174.548 (meters)                     COMP
 LY2909  Y           -  -4,635,616.146 (meters)                     COMP
 LY2909  Z           -   4,163,864.971 (meters)                     COMP
 LY2909  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 LY2909  ELLIP HEIGHT-          39.84  (meters)          (10/23/02) GPS OBS
 LY2909  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LY2909
 LY2909  HORZ ORDER  -  FIRST
 LY2909  ELLP ORDER  -  FOURTH    CLASS I
 LY2909
 LY2909.The horizontal coordinates were established by GPS observations
 LY2909.and adjusted by the National Geodetic Survey in May 1999..
 LY2909
 LY2909.The orthometric height was determined by GPS observations and a
 LY2909.high-resolution geoid model.
 LY2909
 LY2909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2909
 LY2909.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2909
 LY2909.The ellipsoidal height was determined by GPS observations
 LY2909.and is referenced to NAD 83.
 LY2909
 LY2909.The geoid height was determined by GEOID03.
 LY2909
 LY2909;                    North         East     Units Scale Factor Converg.
 LY2909;SPC NJ       -   242,490.543   181,415.522   MT  0.99991214   +0 14 42.5
 LY2909;SPC NJ       -   795,571.06    595,194.09   sFT  0.99991214   +0 14 42.5
 LY2909;SPC NY E     -   242,490.543   181,415.522   MT  0.99991214   +0 14 42.5
 LY2909;SPC NY E     -   795,571.06    595,194.09   sFT  0.99991214   +0 14 42.5
 LY2909;UTM  18      - 4,540,999.725   573,446.494   MT  0.99966639   +0 34 23.9
 LY2909
 LY2909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2909!SPC NJ       -   0.99999375  x   0.99991214  =   0.99990589
 LY2909!SPC NY E     -   0.99999375  x   0.99991214  =   0.99990589
 LY2909!UTM  18      -   0.99999375  x   0.99966639  =   0.99966014
 LY2909
 LY2909                          SUPERSEDED SURVEY CONTROL
 LY2909
 LY2909  ELLIP H (05/14/99)   39.86   (m)                       GP(       ) 4 1
 LY2909  NAD 83(1996)-  41 01 00.81230(N)    074 07 35.30736(W) AD(       ) 1
 LY2909  NAD 83(1986)-  41 01 00.81174(N)    074 07 35.30864(W) AD(       ) 1
 LY2909
 LY2909.Superseded values are not recommended for survey control.
 LY2909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2909.See file dsdata.txt to determine how the superseded data were derived.
 LY2909
 LY2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7344641000(NAD 83)
 LY2909_MARKER: DD = SURVEY DISK
 LY2909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2909_SP_SET: CONCRETE POST
 LY2909_STAMPING: WALDWICK 1
 LY2909_MARK LOGO: PSEG  
 LY2909_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2909+STABILITY: SURFACE MOTION
 LY2909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2909+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1992
 LY2909
 LY2909  HISTORY     - Date     Condition        Report By
 LY2909  HISTORY     - 1991     MONUMENTED       PSEG
 LY2909  HISTORY     - 19920224 GOOD             NJGS
 LY2909
 LY2909                          STATION DESCRIPTION
 LY2909
 LY2909'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 LY2909'THE STATION IS LOCATED IN THE BOROUGH OF WALDWICK ON THE GROUNDS OF
 LY2909'THE WALDWICK SWITCHING STATION, LOCATED ON THE EAST SIDE OF HOOPER
 LY2909'AVENUE.  TO REACH THE STATION FROM THE JUNCTION OF THE EXIT RAMP
 LY2909'LEADING FROM THE NORTHBOUND LANES OF THE GARDEN STATE PARKWAY AND
 LY2909'STATE HIGHWAY 17 AT INTERCHANGE 163, GO 4.5 MI (7.2 KM) NORTHWEST ON
 LY2909'STATE HIGHWAY 17 TO THE JUNCTION WITH HOLLYWOOD AVENUE IN THE BOROUGH
 LY2909'OF HOHOKUS.  GO WEST ON HOLLYWOOD AVENUE FOR 0.7 MI (1.1 KM) TO THE
 LY2909'JUNCTION WITH FRANKLIN TURNPIKE, COUNTY 507.  TURN RIGHT AND GO 5.5
 LY2909'MI (8.9 KM) NORTHWEST TO THE JUNCTION WITH WYCKOFF AVENUE, COUNTY
 LY2909'ROAD 502.  GO WEST ON WYCKOFF AVENUE FOR 0.65 MI (1.05 KM) TO THE
 LY2909'JUNCTION WITH HOOPER AVENUE ON THE RIGHT.  TURN RIGHT AND GO 0.50 MI
 LY2909'(0.80 KM) NORTH ON HOOPER AVENUE TO THE ENTRANCE DRIVE TO THE
 LY2909'WALDWICK SWITCHING STATION.  TURN RIGHT INTO THE ENTRANCE DRIVE AND
 LY2909'GO 50 M (164.0 FT) STAYING TO THE LEFT TO A LOCKED GATE.  PARK TRUCK
 LY2909'AND PACK NORTHEAST ALONG THE 8.0 FT (2.4 M) HIGH CHAIN LINK FENCE FOR
 LY2909'27 M (88.6 FT) TO THE STATION AHEAD.  THE STATION IS 67.4 FT
 LY2909'(20.5 M) NORTHEAST FROM POLE NUNBER PS 1208, 23.7 FT (7.2 M)
 LY2909'SOUTHWEST FROM AN ANGLE POINT IN THE 8.0 FT (2.4 M) HIGH CHAIN LINK
 LY2909'FENCE, 30.5 FT (9.3 M) EAST SOUTHEAST FROM AND AT RIGHT ANGLES TO THE
 LY2909'TOP EDGE OF A CONCRETE SWALE, 67.7 FT (20.6 M) NORTHEAST FROM THE
 LY2909'CENTER OF THE HEADWALL FOR A CONCRETE CULVERT AND SWALE AND 7.2 FT
 LY2909'(2.2 M) NOWTHWEST FROM AN 8.0 FT (2.4 M) HIGH CHAIN LINK FENCE
 LY2909'SURROUNDING THE SWITCHING STATION.  THE STATION, STAMPED WALDWICK 1,
 LY2909'IS A STANDARD PUBLIC SERVICE ELECTRIC AND GAS COMPANY CONTROL SURVEY
 LY2909'DISK SET IN THE TOP OF A 1.0 FT (0.3 M) DIAMETER ROUND CONCRETE
 LY2909'MONUMENT WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5055 ***********************************************************************
 KV5055  DESIGNATION -  WALKER
 KV5055  PID         -  KV5055
 KV5055  STATE/COUNTY-  NJ/MONMOUTH
 KV5055  USGS QUAD   -  LONG BRANCH (1981)
 KV5055
 KV5055                         *CURRENT SURVEY CONTROL
 KV5055  ___________________________________________________________________
 KV5055* NAD 83(1996)-  40 21 31.75356(N)    074 04 08.54290(W)     ADJUSTED  
 KV5055* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5055  ___________________________________________________________________
 KV5055  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 KV5055  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KV5055
 KV5055  HORZ ORDER  -  THIRD
 KV5055
 KV5055.The horizontal coordinates were established by classical geodetic methods
 KV5055.and adjusted by the National Geodetic Survey in September 1999..
 KV5055
 KV5055.The orthometric height was scaled from a topographic map.
 KV5055
 KV5055.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5055
 KV5055.The geoid height was determined by GEOID03.
 KV5055
 KV5055;                    North         East     Units Scale Factor Converg.
 KV5055;SPC NJ       -   169,442.305   186,604.407   MT  0.99991649   +0 16 44.7
 KV5055;SPC NJ       -   555,911.96    612,217.96   sFT  0.99991649   +0 16 44.7
 KV5055;UTM  18      - 4,467,999.913   579,049.551   MT  0.99967692   +0 36 10.4
 KV5055
 KV5055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5055!SPC NJ       -   1.00000499  x   0.99991649  =   0.99992148
 KV5055!UTM  18      -   1.00000499  x   0.99967692  =   0.99968191
 KV5055
 KV5055|---------------------------------------------------------------------|
 KV5055| PID    Reference Object                     Distance      Geod. Az  |
 KV5055|                                                           dddmmss.s |
 KV5055| CB6512 WALKER RM 1                          20.701 METERS 08117     |
 KV5055| CB6513 WALKER RM 2                           5.978 METERS 16842     |
 KV5055| KV5025 MOLLY PITCHER HOTEL CUPOLA          APPROX. 0.7 KM 2082249.6 |
 KV5055| KV5024 MOFFAT                              APPROX. 1.1 KM 2443117.5 |
 KV5055|---------------------------------------------------------------------|
 KV5055
 KV5055                          SUPERSEDED SURVEY CONTROL
 KV5055
 KV5055  NAD 83(1986)-  40 21 31.75198(N)    074 04 08.54009(W) AD(       ) 3
 KV5055  NAD 27      -  40 21 31.35800(N)    074 04 10.04100(W) AD(       ) 3
 KV5055
 KV5055.Superseded values are not recommended for survey control.
 KV5055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5055.See file dsdata.txt to determine how the superseded data were derived.
 KV5055
 KV5055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7905068000(NAD 83)
 KV5055_MARKER: DS = TRIANGULATION STATION DISK
 KV5055_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV5055_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5055
 KV5055  HISTORY     - Date     Condition        Report By
 KV5055  HISTORY     - 1934     MONUMENTED       CGS
 KV5055
 KV5055                          STATION DESCRIPTION
 KV5055
 KV5055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5055'LOCATED ON THE N BANK OF THE NAVESINK (NORTH BRANCH) RIVER ON A
 KV5055'SMALL POINT 0.4 MILE E OF THE STATE HIGHWAY 35 BRIDGE AT RED
 KV5055'BANK, AND ON THE PROPERTY OWNED BY A MR. S.S. WALKER.  LOCATED
 KV5055'15 TO 18 METERS FROM THE HIGH WATER LINE, 16 METERS FROM THE
 KV5055'DRIVEWAY ON THE W SIDE OF THE LAWN, 23.5 METERS W OF A LARGE
 KV5055'WILLOW TREE, AND 11.6 METERS FROM THE W END OF THE BULKHEAD
 KV5055'BEHIND A NARROW FRINGE OF MARSH.
 KV5055'
 KV5055'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 KV5055'REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KV5055'SET IN CONCRETE.
 KV5055'
 KV5055'REFERENCE MARK NO.1 IS TO THE EASTWARD IN THE LAWN AT THE BASE
 KV5055'OF THE WILLOW TREE.
 KV5055'
 KV5055'REFERENCE MARK NO.2 IS TOWARD THE HIGH WATER LINE IN SOLID GROUND.
 KV5055'
 KV5055'REACHED FROM RED BANK AS FOLLOWS--GO N ACROSS RIVER ON
 KV5055'HIGHWAY 35, TURN E ON WILLIAMS STREET (0.2 MILE N OF BRIDGE)
 KV5055'FOLLOW 0.4 MILE TO CONOVER AVENUE, TURN S AND FOLLOW ROAD ABOUT
 KV5055'0.1 MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5184 ***********************************************************************
 KV5184  DESIGNATION -  WALL
 KV5184  PID         -  KV5184
 KV5184  STATE/COUNTY-  NJ/MONMOUTH
 KV5184  USGS QUAD   -  ASBURY PARK (1989)
 KV5184
 KV5184                         *CURRENT SURVEY CONTROL
 KV5184  ___________________________________________________________________
 KV5184* NAD 83(1996)-  40 10 24.84145(N)    074 02 14.77542(W)     ADJUSTED  
 KV5184* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 KV5184  ___________________________________________________________________
 KV5184  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 KV5184  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV5184
 KV5184  HORZ ORDER  -  THIRD
 KV5184
 KV5184.The horizontal coordinates were established by classical geodetic methods
 KV5184.and adjusted by the National Geodetic Survey in September 1999..
 KV5184
 KV5184.The orthometric height was scaled from a topographic map.
 KV5184
 KV5184.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5184
 KV5184.The geoid height was determined by GEOID03.
 KV5184
 KV5184;                    North         East     Units Scale Factor Converg.
 KV5184;SPC NJ       -   148,887.316   189,395.927   MT  0.99991910   +0 17 54.3
 KV5184;SPC NJ       -   488,474.47    621,376.47   sFT  0.99991910   +0 17 54.3
 KV5184;UTM  18      - 4,447,465.886   581,956.283   MT  0.99968268   +0 37 15.6
 KV5184
 KV5184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5184!SPC NJ       -   1.00000396  x   0.99991910  =   0.99992306
 KV5184!UTM  18      -   1.00000396  x   0.99968268  =   0.99968663
 KV5184
 KV5184:                Primary Azimuth Mark                     Grid Az
 KV5184:SPC NJ       -  WEST GROVE MONMOUTH STANDPIPE            004 54 41.7
 KV5184:UTM  18      -  WEST GROVE MONMOUTH STANDPIPE            004 35 20.4
 KV5184
 KV5184|---------------------------------------------------------------------|
 KV5184| PID    Reference Object                     Distance      Geod. Az  |
 KV5184|                                                           dddmmss.s |
 KV5184| KV5196 WEST GROVE MONMOUTH STANDPIPE       APPROX. 5.5 KM 0051236.0 |
 KV5184| KV5128 ASBURY PARK HIGH SCHOOL STACK       APPROX. 6.4 KM 0182917.5 |
 KV5184| KV5202 WEST GROVE ME CHURCH SPIRE          APPROX. 4.3 KM 0193044.6 |
 KV5184| KV5130 ASBURY PARK FIRE DEP STANDPIPE      APPROX. 5.9 KM 0215824.8 |
 KV5184| KV5164 ASBURY PARK MUNICIPAL STACK         APPROX. 4.3 KM 0240553.7 |
 KV5184| KV5135 ELECTRIC                            APPROX. 5.4 KM 0253844.3 |
 KV5184| KV5207 OCEAN GROVE ST PAULS ME CHRUCH      APPROX. 4.8 KM 0293551.4 |
 KV5184| KV5204 OCEAN GROVE AUDITOR SM CUPOLA       APPROX. 5.2 KM 0294930.4 |
 KV5184| KV5211 OCEAN GROVE AUDITOR LGE CUPOLA      APPROX. 5.2 KM 0301155.4 |
 KV5184| CB6516 WALL RM 3                            48.208 METERS 04328     |
 KV5184| KV5151 CROSS                               APPROX. 1.5 KM 0534656.0 |
 KV5184| KV5152 BEL MAR BELL TOWER CUPOLA           APPROX. 1.4 KM 0605832.0 |
 KV5184| KV5156 BELMAR GAS TANK                     APPROX. 0.6 KM 0654956.4 |
 KV5184| KV5153 BEL MAR FLAGPOLE                    APPROX. 2.1 KM 0742034.1 |
 KV5184| KV5190 SPRING LAKE ESS SUSS HOTEL FP       APPROX. 3.2 KM 1592824.5 |
 KV5184| KV5213 SPRING LAKE TANK                    APPROX. 2.3 KM 1605827.7 |
 KV5184| KV5192 SPRING LAKE FIRST PRESB CH          APPROX. 3.1 KM 1624157.5 |
 KV5184| KV5194 SPRING LAKE PARKER HOUSE FP         APPROX. 4.2 KM 1700110.6 |
 KV5184| KV5275 SQUAN BEACH COAST GUARD CUPOLA      APPROX. 6.4 KM 1772115.9 |
 KV5184| KV5188 SPRING LAKE WATER WKS TALL STK      APPROX. 3.0 KM 1772803.2 |
 KV5184| KV5186 SPRING LAKE WATER WKS LOW STK       APPROX. 3.1 KM 1780848.4 |
 KV5184| KV5185 SPRING LAKE HEIGHTS TANK            APPROX. 3.1 KM 1785037.8 |
 KV5184| KV5273 SEA GIRT STATE ARSENAL TALL TK      APPROX. 5.6 KM 1815044.2 |
 KV5184| KV5272 SEA GIRT STATE ARSENAL LOW TK       APPROX. 5.6 KM 1815430.9 |
 KV5184| CB6514 WALL RM 1                            54.022 METERS 18425     |
 KV5184| KV5183 SPRING LAKE G AND C CLUB TANK       APPROX. 2.9 KM 1864603.9 |
 KV5184| KV5161 MANASQUAN HOLY TRINITY LUTH CH      APPROX. 5.5 KM 1935357.3 |
 KV5184| KV5216 MANASQUAN ME CHURCH STEEPLE         APPROX. 5.8 KM 1935535.0 |
 KV5184| KV5217 MANASQUAN FIRST PRESB CHURCH        APPROX. 6.0 KM 1940257.5 |
 KV5184| CB6515 WALL RM 2                            84.788 METERS 29032     |
 KV5184| KV5046 ASBURY PARK INCINERATOR STACK       APPROX.10.4 KM 3261907.4 |
 KV5184| KV5045 ASBURY PARK INCINERATOR TANK        APPROX.10.4 KM 3262650.8 |
 KV5184| KV5138 NEPTUNE FITKIN MEM HOSP STACK       APPROX. 3.9 KM 3561950.7 |
 KV5184|---------------------------------------------------------------------|
 KV5184
 KV5184                          SUPERSEDED SURVEY CONTROL
 KV5184
 KV5184  NAD 83(1986)-  40 10 24.83857(N)    074 02 14.76985(W) AD(       ) 3
 KV5184  NAD 27      -  40 10 24.42900(N)    074 02 16.27000(W) AD(       ) 3
 KV5184
 KV5184.Superseded values are not recommended for survey control.
 KV5184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5184.See file dsdata.txt to determine how the superseded data were derived.
 KV5184
 KV5184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8195647466(NAD 83)
 KV5184_MARKER: Z = SEE DESCRIPTION
 KV5184_SETTING: 0 = UNSPECIFIED SETTING
 KV5184
 KV5184  HISTORY     - Date     Condition        Report By
 KV5184  HISTORY     - 1934     MONUMENTED       CGS
 KV5184  HISTORY     - 1962     GOOD             CGS
 KV5184  HISTORY     - 19920809 GOOD             USPSQD
 KV5184
 KV5184                          STATION DESCRIPTION
 KV5184
 KV5184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5184'STATION IS A CROSS CUT IN THE TOP OF THE BALL APEX OF THE WALL
 KV5184'TOWNSHIP MUNICIPAL TANK AT THE NW CORNER OF CURTIS AVENUE AND W
 KV5184'MAPLEWOOD ROAD, WEST BELMAR.  TANK IS PAINTED BLACK AND IS ABOUT
 KV5184'125 FEET HIGH AND IN GOOD CONDITION.
 KV5184'
 KV5184'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 KV5184'
 KV5184'THREE REFERENCE MARKS WERE ESTABLISHED.  REFERENCE MARK NO.1 IS
 KV5184'TO THE S ACROSS CURTIS AVENUE AND W OF PROPERTY LINE OF A
 KV5184'HOUSE.  REFERENCE MARK NO.2 IS TO THE NW NEAR A FIRE
 KV5184'HYDRANT.  REFERENCE MARK NO.3 IS TO THE NE ACROSS W MAPLEWOOD
 KV5184'AVENUE IN FRONT YARD OF MARION COTTAGE.
 KV5184'
 KV5184'REACHED AS FOLLOWS FROM NORTHWARD-- FOLLOW STATE HIGHWAY 35 TO
 KV5184'S END OF BRIDGE OVER SHARK RIVER, BEAR W ON RIVER HIGHWAY AT
 KV5184'JUNCTION WITH MANASQUAN TURNPIKE (HIGHWAY 4N) TURN S ON THE
 KV5184'MAPLEWOOD ROAD (FIFTH LEFT AFTER JUNCTION).
 KV5184'
 KV5184'AN OBSERVING STAND WAS BUILT ON TOP OF THE TANK AND THE STATION
 KV5184'OBSERVED CENTRALLY.
 KV5184
 KV5184                          STATION RECOVERY (1962)
 KV5184
 KV5184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5184'THE TANK WAS RECOVERED IN GOOD CONDITION AT THE CORNER OF MAPLEWOOD
 KV5184'AND HOLLY ROADS.  IT WAS NOT CLIMBED TO CHECK THE CHISELED CROSS
 KV5184'ON TOP.
 KV5184'
 KV5184'RM 1 COULD NOT BE FOUND.
 KV5184'
 KV5184'RM 2 HAS BEEN SCRAPED BY HEAVY MACHINERY AND IS TIPPED.  IT IS
 KV5184'38 FEET NORTHEAST OF THE CENTER OF HOLLY ROAD, 24 FEET NORTHWEST
 KV5184'OF OAKWOOD ROAD AND 12 FEET NORTH OF A FIRE HYDRANT.
 KV5184'
 KV5184'RM 3 WAS RECOVERED IN GOOD CONDITION.  IT PROJECTS 3 INCHES AND
 KV5184'IS 33 FEET EAST OF THE CENTER OF MAPLEWOOD ROAD, 3.9 FEET NORTH
 KV5184'OF THE NORTH CORNER OF A COTTAGE AND 2.6 FEET NORTHEAST OF A
 KV5184'SMALL ROCK-LINED FLOWER BED BETWEEN THE HOUSE AND A FLAGSTONE
 KV5184'WALK.
 KV5184
 KV5184                          STATION RECOVERY (1992)
 KV5184
 KV5184'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6991 ***********************************************************************
 KV6991  DESIGNATION -  WALL
 KV6991  PID         -  KV6991
 KV6991  STATE/COUNTY-  NJ/MONMOUTH
 KV6991  USGS QUAD   -  ASBURY PARK (1989)
 KV6991
 KV6991                         *CURRENT SURVEY CONTROL
 KV6991  ___________________________________________________________________
 KV6991* NAD 83(1996)-  40 09 57.40509(N)    074 06 08.09961(W)     ADJUSTED  
 KV6991* NAVD 88     -        41.7    (meters)     137.     (feet)  GPS OBS   
 KV6991  ___________________________________________________________________
 KV6991  X           -   1,336,969.511 (meters)                     COMP
 KV6991  Y           -  -4,694,167.532 (meters)                     COMP
 KV6991  Z           -   4,092,089.265 (meters)                     COMP
 KV6991  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 KV6991  ELLIP HEIGHT-           8.88  (meters)          (10/23/02) GPS OBS
 KV6991  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV6991
 KV6991  HORZ ORDER  -  FIRST
 KV6991  ELLP ORDER  -  FOURTH    CLASS I
 KV6991
 KV6991.The horizontal coordinates were established by GPS observations
 KV6991.and adjusted by the National Geodetic Survey in May 1999..
 KV6991
 KV6991.The orthometric height was determined by GPS observations and a
 KV6991.high-resolution geoid model.
 KV6991
 KV6991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6991
 KV6991.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6991
 KV6991.The ellipsoidal height was determined by GPS observations
 KV6991.and is referenced to NAD 83.
 KV6991
 KV6991.The geoid height was determined by GEOID03.
 KV6991
 KV6991;                    North         East     Units Scale Factor Converg.
 KV6991;SPC NJ       -   148,014.419   183,879.710   MT  0.99991413   +0 15 23.6
 KV6991;SPC NJ       -   485,610.64    603,278.68   sFT  0.99991413   +0 15 23.6
 KV6991;UTM  18      - 4,446,562.165   576,446.386   MT  0.99967194   +0 34 44.7
 KV6991
 KV6991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6991!SPC NJ       -   0.99999861  x   0.99991413  =   0.99991274
 KV6991!UTM  18      -   0.99999861  x   0.99967194  =   0.99967055
 KV6991
 KV6991:                Primary Azimuth Mark                     Grid Az
 KV6991:SPC NJ       -  R 45                                     008 23 04.9
 KV6991:UTM  18      -  R 45                                     008 03 43.8
 KV6991
 KV6991|---------------------------------------------------------------------|
 KV6991| PID    Reference Object                     Distance      Geod. Az  |
 KV6991|                                                           dddmmss.s |
 KV6991| KV6988 R 45                                456.389 METERS 0083828.5 |
 KV6991|---------------------------------------------------------------------|
 KV6991
 KV6991                          SUPERSEDED SURVEY CONTROL
 KV6991
 KV6991  ELLIP H (05/14/99)    8.86   (m)                       GP(       ) 4 1
 KV6991  NAD 83(1992)-  40 09 57.40455(N)    074 06 08.10276(W) AD(       ) 1
 KV6991  ELLIP H (04/25/94)    8.95   (m)                       GP(       ) 3 1
 KV6991  NAD 83(1986)-  40 09 57.40635(N)    074 06 08.10258(W) AD(       ) 1
 KV6991
 KV6991.Superseded values are not recommended for survey control.
 KV6991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6991.See file dsdata.txt to determine how the superseded data were derived.
 KV6991
 KV6991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7644646562(NAD 83)
 KV6991_MARKER: DD = SURVEY DISK
 KV6991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6991_SP_SET: CONCRETE POST
 KV6991_STAMPING: WALL 1991
 KV6991_MARK LOGO: NJHA  
 KV6991_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6991+STABILITY: SURFACE MOTION
 KV6991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6991+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1993
 KV6991
 KV6991  HISTORY     - Date     Condition        Report By
 KV6991  HISTORY     - 1991     MONUMENTED       NJHA
 KV6991  HISTORY     - 19930224 GOOD             NJGS
 KV6991  HISTORY     - 19931122 GOOD             NJGS
 KV6991
 KV6991                          STATION DESCRIPTION
 KV6991
 KV6991'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1993
 KV6991'THE STATION IS LOCATED IN WALL TOWNSHIP ON THE WEST SIDE OF THE GARDEN
 KV6991'STATE PARKWAY SOUTHBOUND LANES AT ABOUT MILEPOINT 97.96 AND EAST OF
 KV6991'AN EXIT RAMP LEADING FROM THE SOUTHBOUND LANES TO STATE HIGHWAY 34
 KV6991'SOUTHBOUND AT INTERCHANGE 98.  TO REACH THE STATION FROM THE JUNCTION
 KV6991'OF THE GARDEN STATE PARKWAY AND STATE HIGHWAY 33 AT INTERCHANGE 100B,
 KV6991'GO SOUTH ON THE GARDEN STATE PARKWAY FOR 3.1 MI (5.0 KM) TO THE
 KV6991'STATION ON THE RIGHT, PROJECTING 0.15 FT (0.05 M) ABOVE THE GROUND
 KV6991'NEAR THE TOP OF A SLOPE ADJACENT TO THE EXIT RAMP.  THE STATION IS
 KV6991'ALSO ABOUT 0.35 MI (0.56 KM) SOUTH FROM THE STATE HIGHWAY 138
 KV6991'EASTBOUND OVERPASS. THE STATION IS 41.5 FT (12.6 M) WEST NORTHWEST
 KV6991'FROM AND NORMAL TO THE SOLID WHITE LINE AT THE WEST EDGE OF THE
 KV6991'SOUTHBOUND LANE, 13.8 FT (4.2 M) EAST SOUTHEAST FROM AND NORMAL TO
 KV6991'THE BACK OF GUIDE RAIL AT THE EAST SIDE OF THE EXIT RAMP AND 52.3 FT
 KV6991'(15.9 M) NORTH NORTHEAST FROM A WOOD SIGN POST FOR A SIGN EXIT 35.
 KV6991'THE STATION IS LOCATED IN THE TOWNSHIP OF WALL ON THE WEST SIDE OF THE
 KV6991'GARDEN STATE PARKWAY SOUTHBOUND LANES AT ABOUT MILEPOINT 97.96 AND
 KV6991'EAST OF AN EXIT RAMP FROM EXIT 98 SOUTHBOUND TO ROUTE 34 SOUTH. TO
 KV6991'REACH THE STATION, ENTER THE GARDEN STATE PARKWAY FROM ROUTE 33 AT
 KV6991'INTERCHANGE 100-B, GO SOUTH ABOUT 3.1 MI (5.0 KM) TO THE STATION ON
 KV6991'THE RIGHT, PROJECTING ABOUT 0.15 FT (4.57 CM) ABOVE GROUND NEAR THE
 KV6991'TOP OF A SLOPE BY AN ADJACENT EXIT RAMP.  THE STATION IS ALSO ABOUT
 KV6991'0.35 MI (0.56 KM) SOUTH OF ROUTE 138 OVERPASS.  THE STATION IS 41.5
 KV6991'FT (12.6 M) WEST NORTHWEST FROM, AND NORMAL TO, THE SOLID WHITE LINE
 KV6991'AT THE WEST EDGE OF THE SOUTHBOUND LANE, 13.8 FT (4.2 M) EAST
 KV6991'SOUTHEAST FROM, AND NORMAL TO, THE BACK OF GUIDE RAIL AT THE EAST
 KV6991'SIDE OF THE EXIT RAMP AND 52.3 FT (15.9 M) NORTH NORTEAST FROM A WOOD
 KV6991'SIGN POST BEARING A SIGN, EXIT 35 MPH.
 KV6991
 KV6991                          STATION RECOVERY (1993)
 KV6991
 KV6991'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993 (HDH)
 KV6991'THE STATION IS LOCATED IN THE TOWNSHIP OF WALL ON THE WEST SIDE OF THE
 KV6991'GARDEN STATE PARKWAY SOUTHBOUND LANES AT ABOUT MILEPOINT 97.96 AND
 KV6991'EAST OF AN EXIT RAMP FROM EXIT 98 SOUTHBOUND TO ROUTE 34 SOUTH. TO
 KV6991'REACH THE STATION, ENTER THE GARDEN STATE PARKWAY FROM ROUTE 33 AT
 KV6991'INTERCHANGE 100B, GO SOUTH ABOUT 3.1 MI (5.0 KM) TO THE STATION ON THE
 KV6991'RIGHT, PROJECTING ABOUT 0.15 FT (4.57 CM) ABOVE GROUND NEAR THE TOP OF
 KV6991'A SLOPE BY AN ADJACENT EXIT RAMP.  THE STATION IS ALSO ABOUT 0.35 MI
 KV6991'(0.56 KM) SOUTH OF THE ROUTE 138 OVERPASS.  THE STATION IS 41.5 FT
 KV6991'(12.6 M) WEST NORTHWEST FROM AND NORMAL TO THE SOLID WHITE LINE AT THE
 KV6991'WEST EDGE OF THE SOUTHBOUND LANE, 13.8 FT (4.2 M) EAST SOUTHEAST FROM
 KV6991'AND NORMAL TO THE BACK OF GUIDE RAIL AT THE EAST SIDE OF THE EXIT RAMP
 KV6991'AND 52.3 FT (15.9 M) NORTH NORTHEAST FROM A WOOD SIGN POST BEARING A
 KV6991'SIGN EXIT 35 MPH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5176 ***********************************************************************
 KV5176  DESIGNATION -  WALL TOWNSHIP WATER TOWER
 KV5176  PID         -  KV5176
 KV5176  STATE/COUNTY-  NJ/MONMOUTH
 KV5176  USGS QUAD   -  ASBURY PARK (1989)
 KV5176
 KV5176                         *CURRENT SURVEY CONTROL
 KV5176  ___________________________________________________________________
 KV5176* NAD 83(1996)-  40 10 54.24001(N)    074 03 51.18936(W)     ADJUSTED  
 KV5176* NAVD 88     -                                                        
 KV5176  ___________________________________________________________________
 KV5176  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 KV5176  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV5176
 KV5176  HORZ ORDER  -  THIRD
 KV5176
 KV5176.The horizontal coordinates were established by classical geodetic methods
 KV5176.and adjusted by the National Geodetic Survey in September 1999..
 KV5176
 KV5176
 KV5176.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5176
 KV5176.The geoid height was determined by GEOID03.
 KV5176
 KV5176;                    North         East     Units Scale Factor Converg.
 KV5176;SPC NJ       -   149,782.460   187,110.507   MT  0.99991695   +0 16 52.2
 KV5176;SPC NJ       -   491,411.29    613,878.39   sFT  0.99991695   +0 16 52.2
 KV5176;UTM  18      - 4,448,347.939   579,666.403   MT  0.99967813   +0 36 13.7
 KV5176
 KV5176                          SUPERSEDED SURVEY CONTROL
 KV5176
 KV5176  NAD 83(1986)-  40 10 54.23722(N)    074 03 51.18380(W) AD(       ) 4
 KV5176  NAD 27      -  40 10 53.82800(N)    074 03 52.68600(W) AD(       ) 3
 KV5176
 KV5176.Superseded values are not recommended for survey control.
 KV5176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5176.See file dsdata.txt to determine how the superseded data were derived.
 KV5176
 KV5176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7966648348(NAD 83)
 KV5176_MARKER: 52 = STANDPIPE TANK
 KV5176
 KV5176  HISTORY     - Date     Condition        Report By
 KV5176  HISTORY     - 1962     FIRST OBSERVED   CGS
 KV5176  HISTORY     - 1967     GOOD             CGS
 KV5176  HISTORY     - 19950708 GOOD             USPSQD
 KV5176
 KV5176                          STATION DESCRIPTION
 KV5176
 KV5176'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KV5176'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A
 KV5176'SILVER-COLORED STANDPIPE WITH A DOME AT THE TOP.  THE HEIGHT
 KV5176'TO THE TOP OF THE DOME IS 148 FEET.  THE TANK IS OWNED AND
 KV5176'OPERATED BY WALL TOWNSHIP.
 KV5176'
 KV5176'THE STATION IS ON TOWNSHIP PROPERTY, JUST SOUTHWEST OF THE EVANS
 KV5176'SIGNAL LABORATORY, AT THE INTERSECTION OF LINCOLN AVENUE AND
 KV5176'ROOSEVELT STREET IN WALL TOWNSHIP.
 KV5176
 KV5176                          STATION RECOVERY (1967)
 KV5176
 KV5176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GMW)
 KV5176'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 KV5176'ORIGINAL DESCRIPTION.
 KV5176'
 KV5176'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5176'2-3/4 MILES WEST-SOUTHWEST OF THE SHARK RIVER ENTRANCE.
 KV5176
 KV5176                          STATION RECOVERY (1995)
 KV5176
 KV5176'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3980 ***********************************************************************
 KV3980  DESIGNATION -  WALLINGTON ROEHRS NURSERY CHIM
 KV3980  PID         -  KV3980
 KV3980  STATE/COUNTY-  NJ/BERGEN
 KV3980  USGS QUAD   -  WEEHAWKEN (1995)
 KV3980
 KV3980                         *CURRENT SURVEY CONTROL
 KV3980  ___________________________________________________________________
 KV3980* NAD 83(1996)-  40 50 46.66460(N)    074 06 23.42028(W)     ADJUSTED  
 KV3980* NAVD 88     -                                                        
 KV3980  ___________________________________________________________________
 KV3980  LAPLACE CORR-           6.58  (seconds)                    DEFLEC99
 KV3980  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KV3980
 KV3980  HORZ ORDER  -  THIRD
 KV3980
 KV3980.The horizontal coordinates were established by classical geodetic methods
 KV3980.and adjusted by the National Geodetic Survey in September 1999..
 KV3980
 KV3980
 KV3980.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3980
 KV3980.The geoid height was determined by GEOID03.
 KV3980
 KV3980;                    North         East     Units Scale Factor Converg.
 KV3980;SPC NJ       -   223,554.558   183,180.231   MT  0.99991355   +0 15 26.5
 KV3980;SPC NJ       -   733,445.25    600,983.81   sFT  0.99991355   +0 15 26.5
 KV3980;SPC NY L     -    75,475.853   291,018.393   MT  0.99999490   -0 04 10.8
 KV3980;SPC NY L     -   247,623.69    954,782.84   sFT  0.99999490   -0 04 10.8
 KV3980;UTM  18      - 4,522,078.772   575,318.985   MT  0.99966982   +0 35 03.8
 KV3980
 KV3980                          SUPERSEDED SURVEY CONTROL
 KV3980
 KV3980  NAD 83(1996)-  40 50 46.66442(N)    074 06 23.42039(W) AD(       ) 4
 KV3980  NAD 83(1996)-  40 50 46.66250(N)    074 06 23.42233(W) AD(       ) 4
 KV3980  NAD 83(1992)-  40 50 46.66241(N)    074 06 23.42275(W) AD(       ) 4
 KV3980  NAD 83(1986)-  40 50 46.66438(N)    074 06 23.42757(W) AD(       ) 4
 KV3980  NAD 27      -  40 50 46.30900(N)    074 06 24.90900(W) AD(       ) 3
 KV3980
 KV3980.Superseded values are not recommended for survey control.
 KV3980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3980.See file dsdata.txt to determine how the superseded data were derived.
 KV3980
 KV3980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7531922079(NAD 83)
 KV3980_MARKER: 85 = CHIMNEY
 KV3980
 KV3980  HISTORY     - Date     Condition        Report By
 KV3980  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV3980
 KV3980                          STATION DESCRIPTION
 KV3980
 KV3980'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3980'THE PROMINENT CHIMNEY, E OF THE PASSAIC RIVER, IN WALLINGTON ON
 KV3980'THE E SIDE OF MT. PLEASANT AVENUE APPROXIMATELY 0.15 MILE N OF
 KV3980'PATERSON AVENUE, ON THE GROUND OF JULIUS AND RUDOLF ROEHRS
 KV3980'NURSERY.  IT HAS A BASE CIRCUMFERENCE OF 13.1 METERS.  THE NAME
 KV3980'ROEHRS IN WHITE BRICK IS INLAID VERTICALLY ON ONE SIDE.
 KV3980'
 KV3980'THE STATION IS THE CHIMNEY TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0757 ***********************************************************************
 KV0757  DESIGNATION -  WALNUT
 KV0757  PID         -  KV0757
 KV0757  STATE/COUNTY-  NJ/MONMOUTH
 KV0757  USGS QUAD   -  KEYPORT (1977)
 KV0757
 KV0757                         *CURRENT SURVEY CONTROL
 KV0757  ___________________________________________________________________
 KV0757* NAD 83(1996)-  40 26 30.45322(N)    074 11 33.77898(W)     ADJUSTED  
 KV0757* NAVD 88     -         2.345  (meters)       7.69   (feet)  ADJUSTED  
 KV0757  ___________________________________________________________________
 KV0757  X           -   1,324,150.914 (meters)                     COMP
 KV0757  Y           -  -4,677,180.602 (meters)                     COMP
 KV0757  Z           -   4,115,423.361 (meters)                     COMP
 KV0757  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 KV0757  ELLIP HEIGHT-         -30.00  (meters)          (10/23/02) GPS OBS
 KV0757  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KV0757  DYNAMIC HT  -           2.344 (meters)       7.69  (feet)  COMP
 KV0757  MODELED GRAV-     980,223.2   (mgal)                       NAVD 88
 KV0757
 KV0757  HORZ ORDER  -  FIRST
 KV0757  VERT ORDER  -  FIRST     CLASS II
 KV0757  ELLP ORDER  -  FOURTH    CLASS I
 KV0757
 KV0757.The horizontal coordinates were established by GPS observations
 KV0757.and adjusted by the National Geodetic Survey in May 1999..
 KV0757
 KV0757.The orthometric height was determined by differential leveling
 KV0757.and adjusted by the National Geodetic Survey in March 2001..
 KV0757.WARNING-Repeat measurements at this control monument indicate possible
 KV0757.vertical movement.
 KV0757
 KV0757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV0757
 KV0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0757
 KV0757.The ellipsoidal height was determined by GPS observations
 KV0757.and is referenced to NAD 83.
 KV0757
 KV0757.The geoid height was determined by GEOID03.
 KV0757
 KV0757.The dynamic height is computed by dividing the NAVD 88
 KV0757.geopotential number by the normal gravity value computed on the
 KV0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0757.degrees latitude (g = 980.6199 gals.).
 KV0757
 KV0757.The modeled gravity was interpolated from observed gravity values.
 KV0757
 KV0757;                    North         East     Units Scale Factor Converg.
 KV0757;SPC NJ       -   178,610.998   176,067.658   MT  0.99990836   +0 11 57.6
 KV0757;SPC NJ       -   585,992.92    577,648.64   sFT  0.99990836   +0 11 57.6
 KV0757;UTM  18      - 4,477,106.627   568,463.705   MT  0.99965770   +0 31 25.3
 KV0757
 KV0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0757!SPC NJ       -   1.00000471  x   0.99990836  =   0.99991307
 KV0757!UTM  18      -   1.00000471  x   0.99965770  =   0.99966240
 KV0757
 KV0757:                Primary Azimuth Mark                     Grid Az
 KV0757:SPC NJ       -  RNB 9 USE 1932                           290 43 54.7
 KV0757:UTM  18      -  RNB 9 USE 1932                           290 24 27.0
 KV0757
 KV0757|---------------------------------------------------------------------|
 KV0757| PID    Reference Object                     Distance      Geod. Az  |
 KV0757|                                                           dddmmss.s |
 KV0757| KV5110 RNB 9 USE 1932                      APPROX. 1.5 KM 2905552.3 |
 KV0757|---------------------------------------------------------------------|
 KV0757
 KV0757                          SUPERSEDED SURVEY CONTROL
 KV0757
 KV0757  NAD 83(1996)-  40 26 30.45257(N)    074 11 33.77917(W) AD(       ) 1
 KV0757  NAD 83(1992)-  40 26 30.45234(N)    074 11 33.77910(W) AD(       ) 1
 KV0757  ELLIP H (09/14/94)  -30.07   (m)                       GP(       ) 3 1
 KV0757  NAD 83(1986)-  40 26 30.45205(N)    074 11 33.77323(W) AD(       ) 3
 KV0757  NAD 27      -  40 26 30.06300(N)    074 11 35.25500(W) AD(       ) 3
 KV0757  NAVD 88 (06/15/91)    2.414  (m)            7.92   (f) UNKNOWN     1 2
 KV0757  NGVD 29 (04/16/92)    2.667  (m)            8.75   (f) ADJUSTED    1 2
 KV0757
 KV0757.Superseded values are not recommended for survey control.
 KV0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0757.See file dsdata.txt to determine how the superseded data were derived.
 KV0757
 KV0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6846477107(NAD 83)
 KV0757_MARKER: DS = TRIANGULATION STATION DISK
 KV0757_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0757_SP_SET: SIDEWALK
 KV0757_STAMPING: WALNUT 1932
 KV0757_MARK LOGO: CGS   
 KV0757_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0757+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2006
 KV0757
 KV0757  HISTORY     - Date     Condition        Report By
 KV0757  HISTORY     - 1932     MONUMENTED       CGS
 KV0757  HISTORY     - 1961     GOOD             CGS
 KV0757  HISTORY     - 1964     GOOD             CGS
 KV0757  HISTORY     - 1964     GOOD             CGS
 KV0757  HISTORY     - 1986     GOOD             USPSQD
 KV0757  HISTORY     - 19920819 GOOD             USPSQD
 KV0757  HISTORY     - 19930809 GOOD             NJGS
 KV0757  HISTORY     - 19980630 GOOD             NJGS
 KV0757  HISTORY     - 20011023 GOOD             NJDEP
 KV0757  HISTORY     - 20040326 GOOD             INDIV
 KV0757  HISTORY     - 20060717 GOOD             AASCO
 KV0757
 KV0757                          STATION DESCRIPTION
 KV0757
 KV0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV0757'STATION IS LOCATED ON THE KEYPORT WATERFRONT, E OF THE ENTRANCE
 KV0757'CHANNEL, AT THE EXTREME WESTERLY END OF WALNUT AVENUE, WHERE
 KV0757'THIS STREET ENDS IN A CONCRETE SEA-WALL.  THE STATION IS LOCATED
 KV0757'ON THE S SIDEWALK 1.23 METERS INSHORE FROM THE FACE OF THE
 KV0757'SEA-WALL.
 KV0757'
 KV0757'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK
 KV0757'STAMPED WALNUT 1932 CEMENTED IN A DRILL HOLE AND SET FLUSH IN
 KV0757'THE TOP OF THE CONCRETE SIDEWALK.
 KV0757'
 KV0757'NO REFERENCE MARKS WERE PLACED.
 KV0757'
 KV0757'REFERENCE MEASUREMENTS WERE TAKEN, AS FOLLOWS--
 KV0757'
 KV0757'NORMAL TO VERTICAL OUTER FACE OF SEA-WALL 1.23 METERS
 KV0757'
 KV0757'NORMAL C/L OF WALNUT STREET 2.68 METERS.
 KV0757'
 KV0757'TO NW CORNER OF HOUSE (3.1 X 3.1 METERS) TO E 15.60 METERS.
 KV0757'
 KV0757'TO NE CORNER OF HOUSE (9.8 X 14.2 METERS) TO S 22.85 METERS.
 KV0757'
 KV0757'TO NW CORNER OF HOUSE (9.8 X 14.2 METERS) TO S 26.90 METERS.
 KV0757'
 KV0757'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 KV0757
 KV0757                          STATION RECOVERY (1961)
 KV0757
 KV0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KV0757'AT KEYPORT.
 KV0757'LOCATED ON THE KEYPORT WATERFRONT, EAST OF THE ENTRANCE CHANNEL,
 KV0757'AT THE DEAD END OF WALNUT AVE., WHERE THIS STREET ENDS AT THE
 KV0757'CONCRETE SEA WALL, IN THE CENTER OF THE SOUTH SIDEWALK, 4 FEET
 KV0757'INSHORE FROM THE FACE OF THE SEA WALL.  SET IN A DRILL HOLE LEVEL
 KV0757'WITH THE SIDEWALK.
 KV0757
 KV0757                          STATION RECOVERY (1964)
 KV0757
 KV0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 KV0757'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN
 KV0757'GOOD CONDITION.
 KV0757
 KV0757                          STATION RECOVERY (1964)
 KV0757
 KV0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV0757'RECOVERED IN GOOD CONDITION.
 KV0757
 KV0757                          STATION RECOVERY (1986)
 KV0757
 KV0757'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0757'RECOVERED IN GOOD CONDITION.
 KV0757
 KV0757                          STATION RECOVERY (1992)
 KV0757
 KV0757'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0757'RECOVERED IN GOOD CONDITION.
 KV0757
 KV0757                          STATION RECOVERY (1993)
 KV0757
 KV0757'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV0757'THE STATION IS LOCATED IN THE BOROUGH OF KEYPORT, AT THE NORTH END OF
 KV0757'WALNUT AVENUE AT THE WATERS EDGE FRONTING KEYPORT HARBOR.  TO REACH
 KV0757'THE STATION FROM THE JUNCTION OF STATE ROUTE 36 AND BROAD STREET,
 KV0757'COUNTY ROAD 4, GO 0.85 MI (1.37 KM) NORTH NORTHWEST ON BROAD STREET
 KV0757'TO THE TEE JUNCTION WITH FIRST STREET, COUNTY ROAD 6, ON THE RIGHT,
 KV0757'TURN RIGHT AND GO 0.7 MI (1.1 KM) EAST ON FIRST STREET TO THE
 KV0757'JUNCTION WITH WALNUT AVENUE, TURN LEFT AND GO 0.2 MI (0.3 KM) NORTH
 KV0757'TO THE END OF THE ROAD AND THE STATION AHEAD.  THE STATION IS 2.7 M
 KV0757'(8.9 FT) SOUTHWEST OF THE CENTER OF WALNUT AVENUE, 3.35 M (10.99 FT)
 KV0757'NORTHEAST OF A CONCRETE RETAINING WALL ON THE WEST SIDE OF WALNUT
 KV0757'AVENUE, 7.0 M (23.0 FT) NORTHWEST OF A SEWER MANHOLE, 14.8 M
 KV0757'(48.6 FT) WEST NORTHWEST OF A POLE WITH NO NUMBER, 9.4 M (30.8 FT)
 KV0757'SOUTHWEST OF THE NORTHEAST INSIDE CORNER OF THE SEAWALL, 3.7 M
 KV0757'(12.1 FT) SOUTHEAST OF THE NORTHWEST INSIDE CORNER OF THE SEAWALL,
 KV0757'0.95 M (3.12 FT) SOUTH SOUTHEAST OF THE INSIDE SOUTHEAST FACE OF THE
 KV0757'SEAWALL, SET FLUSH IN A DRILL HOLE IN THE SLAB.
 KV0757
 KV0757                          STATION RECOVERY (1998)
 KV0757
 KV0757'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV0757'RECOVERED AS DESCRIBED.
 KV0757
 KV0757                          STATION RECOVERY (2001)
 KV0757
 KV0757'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2001 (BMC)
 KV0757'RECOVERED IN GOOD CONDITION.
 KV0757
 KV0757                          STATION RECOVERY (2004)
 KV0757
 KV0757'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JFP)
 KV0757'RECOVERED IN GOOD CONDITION.
 KV0757
 KV0757                          STATION RECOVERY (2006)
 KV0757
 KV0757'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5227 ***********************************************************************
 AA5227  DESIGNATION -  WANAQUE PSEG
 AA5227  PID         -  AA5227
 AA5227  STATE/COUNTY-  NJ/PASSAIC
 AA5227  USGS QUAD   -  WANAQUE (1971)
 AA5227
 AA5227                         *CURRENT SURVEY CONTROL
 AA5227  ___________________________________________________________________
 AA5227* NAD 83(1996)-  41 02 28.97366(N)    074 17 35.33001(W)     ADJUSTED  
 AA5227* NAVD 88     -        74.086  (meters)     243.06   (feet)  ADJUSTED  
 AA5227  ___________________________________________________________________
 AA5227  X           -   1,304,201.125 (meters)                     COMP
 AA5227  Y           -  -4,637,713.924 (meters)                     COMP
 AA5227  Z           -   4,165,917.948 (meters)                     COMP
 AA5227  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 AA5227  ELLIP HEIGHT-          41.87  (meters)          (10/23/02) GPS OBS
 AA5227  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 AA5227  DYNAMIC HT  -          74.056 (meters)     242.97  (feet)  COMP
 AA5227  MODELED GRAV-     980,213.4   (mgal)                       NAVD 88
 AA5227
 AA5227  HORZ ORDER  -  FIRST
 AA5227  VERT ORDER  -  THIRD
 AA5227  ELLP ORDER  -  FOURTH    CLASS I
 AA5227
 AA5227.The horizontal coordinates were established by GPS observations
 AA5227.and adjusted by the National Geodetic Survey in May 1999..
 AA5227
 AA5227.The orthometric height was determined by differential leveling
 AA5227.and adjusted by the National Geodetic Survey in October 1996..
 AA5227
 AA5227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5227
 AA5227.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5227
 AA5227.The ellipsoidal height was determined by GPS observations
 AA5227.and is referenced to NAD 83.
 AA5227
 AA5227.The geoid height was determined by GEOID03.
 AA5227
 AA5227.The dynamic height is computed by dividing the NAVD 88
 AA5227.geopotential number by the normal gravity value computed on the
 AA5227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5227.degrees latitude (g = 980.6199 gals.).
 AA5227
 AA5227.The modeled gravity was interpolated from observed gravity values.
 AA5227
 AA5227;                    North         East     Units Scale Factor Converg.
 AA5227;SPC NJ       -   245,163.320   167,390.973   MT  0.99990372   +0 08 09.0
 AA5227;SPC NJ       -   804,339.99    549,181.88   sFT  0.99990372   +0 08 09.0
 AA5227;UTM  18      - 4,543,591.458   559,410.415   MT  0.99964344   +0 27 50.9
 AA5227
 AA5227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5227!SPC NJ       -   0.99999343  x   0.99990372  =   0.99989715
 AA5227!UTM  18      -   0.99999343  x   0.99964344  =   0.99963687
 AA5227
 AA5227                          SUPERSEDED SURVEY CONTROL
 AA5227
 AA5227  ELLIP H (05/14/99)   41.88   (m)                       GP(       ) 4 1
 AA5227  NAD 83(1996)-  41 02 28.97354(N)    074 17 35.33019(W) AD(       ) 1
 AA5227  NAD 83(1992)-  41 02 28.97272(N)    074 17 35.33159(W) AD(       ) 1
 AA5227  ELLIP H (04/30/95)   41.85   (m)                       GP(       ) 3 2
 AA5227
 AA5227.Superseded values are not recommended for survey control.
 AA5227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5227.See file dsdata.txt to determine how the superseded data were derived.
 AA5227
 AA5227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL5941043591(NAD 83)
 AA5227_MARKER: DD = SURVEY DISK
 AA5227_SETTING: 66 = SET IN ROCK OUTCROP
 AA5227_STAMPING: WANAQUE
 AA5227_MARK LOGO: PSEG  
 AA5227_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA5227+STABILITY: POSITION/ELEVATION WELL
 AA5227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5227+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2002
 AA5227
 AA5227  HISTORY     - Date     Condition        Report By
 AA5227  HISTORY     - UNK      MONUMENTED       PSEG
 AA5227  HISTORY     - 19940527 GOOD             NJGS
 AA5227  HISTORY     - 20020719 GOOD             AASCO
 AA5227
 AA5227                          STATION DESCRIPTION
 AA5227
 AA5227'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 AA5227'THE STATION IS LOCATED IN THE BOROUGH OF WANAQUE ON THE WEST SIDE OF
 AA5227'RINGWOOD AVENUE, COUNTY ROAD 511 NORTH ALTERNATE, AT THE TEE JUNCTION
 AA5227'WITH F.A. ORECHIO DRIVE, LEADING TO THE OVERFLOW WEIR BELONGING TO THE
 AA5227'NORTH JERSEY DISTRICT WATER SUPPLY COMMISSION.  TO REACH THE STATION
 AA5227'FROM THE TEE JUNCTION OF THE EXIT RAMP FROM THE NORTHBOUND LANES OF
 AA5227'INTERSTATE HIGHWAY 287 AND RIVERDALE AVENUE, COUNTY ROAD 694, IN
 AA5227'RIVERDALE AT INTERCHANGE 53, GO EAST ON COUNTY ROAD 694 FOR 0.05 MI
 AA5227'(0.08 KM) TO THE TEE JUNCTION WITH COUNTY ROAD 511 NORTH ALTERNATE,
 AA5227'PATERSON HAMBURG TURNPIKE.  CONTINUE AHEAD AND GO EAST ON COUNTY ROAD
 AA5227'511 NORTH ALTERNATE FOR 0.55 MI (0.89 KM) TO THE CROSSROADS JUNCTION
 AA5227'WITH RINGWOOD AVENUE.  TURN LEFT AND GO NORTH ON RINGWOOD AVENUE FOR
 AA5227'3.0 MI (4.8 KM) TO THE STATION ON THE LEFT, SET FLUSH IN A DRILL HOLE
 AA5227'IN A ROCK OUTCROP.  THE STATION IS 12.0 M (39.4 FT) SOUTH SOUTHEAST
 AA5227'FROM THE SOUTH CURB OF F.A. ORECHIO DRIVE, 16.7 M (54.8 FT) EAST FROM
 AA5227'THE WEST CURB OF RINGWOOD AVENUE, 23.8 M (78.1 FT) SOUTHEAST FROM POLE
 AA5227'NUMBER BT 845 ON THE NORTH SIDE OF F.A. ORECHIO DRIVE AND 13.8 M (45.3
 AA5227'FT) SOUTHWEST FROM AN INLET ON THE SOUTH SIDE OF F.A. ORECHIO DRIVE.
 AA5227'THE STATION IS SET ABOUT 1.0 M (3.3 FT) HIGHER THAN ORECHIO DRIVE.
 AA5227
 AA5227                          STATION RECOVERY (2002)
 AA5227
 AA5227'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (DAG)
 AA5227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4015 ***********************************************************************
 KV4015  DESIGNATION -  WANNA
 KV4015  PID         -  KV4015
 KV4015  STATE/COUNTY-  NJ/HUDSON
 KV4015  USGS QUAD   -  WEEHAWKEN (1995)
 KV4015
 KV4015                         *CURRENT SURVEY CONTROL
 KV4015  ___________________________________________________________________
 KV4015* NAD 83(1996)-  40 46 36.36522(N)    074 05 18.26174(W)     ADJUSTED  
 KV4015* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4015  ___________________________________________________________________
 KV4015  LAPLACE CORR-           6.65  (seconds)                    DEFLEC99
 KV4015  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KV4015
 KV4015  HORZ ORDER  -  SECOND
 KV4015
 KV4015.The horizontal coordinates were established by classical geodetic methods
 KV4015.and adjusted by the National Geodetic Survey in September 1999..
 KV4015
 KV4015.The orthometric height was scaled from a topographic map.
 KV4015
 KV4015.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4015
 KV4015.The geoid height was determined by GEOID03.
 KV4015
 KV4015;                    North         East     Units Scale Factor Converg.
 KV4015;SPC NJ       -   215,841.255   184,742.676   MT  0.99991485   +0 16 07.8
 KV4015;SPC NJ       -   708,139.18    606,109.93   sFT  0.99991485   +0 16 07.8
 KV4015;SPC NY L     -    67,753.136   292,536.936   MT  0.99999572   -0 03 28.2
 KV4015;SPC NY L     -   222,286.75    959,764.93   sFT  0.99999572   -0 03 28.2
 KV4015;UTM  18      - 4,514,376.378   576,925.011   MT  0.99967283   +0 35 43.5
 KV4015
 KV4015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4015!SPC NJ       -   1.00000492  x   0.99991485  =   0.99991977
 KV4015!SPC NY L     -   1.00000492  x   0.99999572  =   1.00000064
 KV4015!UTM  18      -   1.00000492  x   0.99967283  =   0.99967775
 KV4015
 KV4015:                Primary Azimuth Mark                     Grid Az
 KV4015:SPC NJ       -  FARM                                     080 28 19.8
 KV4015:SPC NY L     -  FARM                                     080 47 55.8
 KV4015:UTM  18      -  FARM                                     080 08 44.1
 KV4015
 KV4015|---------------------------------------------------------------------|
 KV4015| PID    Reference Object                     Distance      Geod. Az  |
 KV4015|                                                           dddmmss.s |
 KV4015| KV4011 FARM                                APPROX. 2.3 KM 0804427.6 |
 KV4015| CB6518 WANNA RM 2                                         09551     |
 KV4015| KV4103 HUDSON FOUNDRY CHIMNEY              APPROX. 0.6 KM 1030415.8 |
 KV4015| CB6517 WANNA RM 1                                         26144     |
 KV4015| KV4012 LACK                                387.830 METERS 31742     |
 KV4015|---------------------------------------------------------------------|
 KV4015
 KV4015                          SUPERSEDED SURVEY CONTROL
 KV4015
 KV4015  NAD 83(1996)-  40 46 36.36514(N)    074 05 18.26185(W) AD(       ) 2
 KV4015  NAD 83(1996)-  40 46 36.36412(N)    074 05 18.26348(W) AD(       ) 2
 KV4015  NAD 83(1992)-  40 46 36.36312(N)    074 05 18.26439(W) AD(       ) 2
 KV4015  NAD 83(1986)-  40 46 36.36649(N)    074 05 18.26383(W) AD(       ) 2
 KV4015  NAD 27      -  40 46 36.00400(N)    074 05 19.75100(W) AD(       ) 2
 KV4015
 KV4015.Superseded values are not recommended for survey control.
 KV4015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4015.See file dsdata.txt to determine how the superseded data were derived.
 KV4015
 KV4015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7692514376(NAD 83)
 KV4015_MARKER: DS = TRIANGULATION STATION DISK
 KV4015_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4015_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4015
 KV4015  HISTORY     - Date     Condition        Report By
 KV4015  HISTORY     - 1913     MONUMENTED       CGS
 KV4015  HISTORY     - 1932     GOOD             CGS
 KV4015  HISTORY     - 1963     GOOD             NJDCED
 KV4015
 KV4015                          STATION DESCRIPTION
 KV4015
 KV4015'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV4015'STATION IS ON THE E SIDE OF HACKENSACK RIVER, ON THE EMBANKMENT
 KV4015'OF THE DELAWARE LACKAWANNA AND WESTERN RAILROAD 18 FEET S OF THE
 KV4015'SWITCH HOUSE, ABOUT 70 METERS SE OF THE RAILROAD BRIDGE AND AN
 KV4015'OLD DOCK BELONGING TO THE RAILROAD COMPANY.
 KV4015'
 KV4015'THE STATION IS MARKED BY A STANDARD BRASS DISK CEMENTED IN TOP
 KV4015'OF A 4-INCH TILE PIPE AND SUNK TO THE GROUND LEVEL.  A BURIED
 KV4015'BOTTLE AT THE BOTTOM OF THE TILE PIPE SERVES IN CASE OF NECESSITY
 KV4015'AS THE SUBSURFACE MARK.
 KV4015'
 KV4015'TWO REFERENCE MARKS, EACH A COPPER NAIL SET IN CEMENT CONTAINED
 KV4015'IN A 4-INCH TILE PIPE AND SUNK TO GROUND LEVEL, ARE PLACED
 KV4015'RESPECTIVELY 41.21 FEET N 2 DEG W AND 42.23 FEET S 50 DEG E FROM
 KV4015'THE STATION.
 KV4015
 KV4015                          STATION RECOVERY (1932)
 KV4015
 KV4015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4015'STATION MARK RECOVERED IN GOOD CONDITION FROM DESCRIPTION.
 KV4015'
 KV4015'TWO REFERENCE MARKS WERE NOT RECOVERED.
 KV4015'
 KV4015'A COMPLETE DESCRIPTION FOLLOWS--
 KV4015'
 KV4015'THIS STATION IS 101 METERS FROM THE E BANK OF THE HACKENSACK
 KV4015'RIVER, IN SECAUCUS E OF THE DELAWARE LACKAWANNA AND WESTERN
 KV4015'RAILROAD DRAWBRIDGE.  IT IS LOCATED NE OF THE MAIN LINE TRACKS OF
 KV4015'THE DELAWARE LACKAWANNA AND WESTERN RAILROAD ON THE EMBANKMENT NW
 KV4015'OF THE W SECAUCUS SWITCH TOWER.
 KV4015'
 KV4015'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE DISK
 KV4015'(UNSTAMPED) SET IN THE TOP OF A CONCRETE-FILLED, 4-INCH TILE PIPE
 KV4015'SET FLUSH WITH THE GROUND.  A BOTTLE, EMBEDDED NECK UP IN
 KV4015'CEMENT, WAS SET AS AN UNDERGROUND STATION MARK IN 1913.
 KV4015'
 KV4015'NO REFERENCE MARKS WERE PLACED.
 KV4015'
 KV4015'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV4015'
 KV4015'NORMAL TO NEAREST EDGE OF NEAR RAIL OF SIDING TO NE 7.915 METERS
 KV4015'
 KV4015'NORMAL TO NEAREST EDGE OF NEAR RAIL OF MAIN LINE TO SE 4.92 METERS
 KV4015'
 KV4015'TO N NEAR CORNER OF SWITCH TOWER 5.32 METERS
 KV4015'
 KV4015'TO S NEAR CORNER OF SWITCH TOWER 5.52 METERS
 KV4015'
 KV4015'NORMAL TO SWITCH TOWER 5.04 METERS
 KV4015'
 KV4015'THERE IS AMPLE ROOM AND EXCELLENT FOOTING FOR A CENTRAL TRIPOD
 KV4015'SET-UP.
 KV4015
 KV4015                          STATION RECOVERY (1963)
 KV4015
 KV4015'RECOVERY NOTE BY NJ CONS AND ECON DEV 1963
 KV4015'STATION WAS RECOVERED.  FOUND SMALL CHIP IN EDGE OF CONCRETE,
 KV4015'BUT BRASS DISC AND MONUMENT APPEAR UNDISTURBED.  BUILDING PLACED
 KV4015'TOO CLOSE FOR INSTRUMENT SETUPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2648 ***********************************************************************
 JU2648  DESIGNATION -  WARE
 JU2648  PID         -  JU2648
 JU2648  STATE/COUNTY-  NJ/OCEAN
 JU2648  USGS QUAD   -  FORKED RIVER (1989)
 JU2648
 JU2648                         *CURRENT SURVEY CONTROL
 JU2648  ___________________________________________________________________
 JU2648* NAD 83(1996)-  39 47 23.46287(N)    074 10 56.82631(W)     ADJUSTED  
 JU2648* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2648  ___________________________________________________________________
 JU2648  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 JU2648  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JU2648
 JU2648  HORZ ORDER  -  THIRD
 JU2648
 JU2648.The horizontal coordinates were established by classical geodetic methods
 JU2648.and adjusted by the National Geodetic Survey in September 1999..
 JU2648
 JU2648.The orthometric height was scaled from a topographic map.
 JU2648
 JU2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2648
 JU2648.The geoid height was determined by GEOID03.
 JU2648
 JU2648;                    North         East     Units Scale Factor Converg.
 JU2648;SPC NJ       -   106,231.559   177,196.919   MT  0.99990910   +0 12 11.6
 JU2648;SPC NJ       -   348,528.04    581,353.56   sFT  0.99990910   +0 12 11.6
 JU2648;UTM  18      - 4,404,752.757   569,999.565   MT  0.99966032   +0 31 23.6
 JU2648
 JU2648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2648!SPC NJ       -   1.00000510  x   0.99990910  =   0.99991420
 JU2648!UTM  18      -   1.00000510  x   0.99966032  =   0.99966542
 JU2648
 JU2648:                Primary Azimuth Mark                     Grid Az
 JU2648:SPC NJ       -  FORKED RIVER CG FLAGTOWER                079 10 20.9
 JU2648:UTM  18      -  FORKED RIVER CG FLAGTOWER                078 51 08.9
 JU2648
 JU2648|---------------------------------------------------------------------|
 JU2648| PID    Reference Object                     Distance      Geod. Az  |
 JU2648|                                                           dddmmss.s |
 JU2648| JU2626 FORKED RIVER CG FLAGTOWER           APPROX. 7.7 KM 0792232.5 |
 JU2648| JU2639 BARNEGAT CG WEST GABLE CUPOLA       APPROX. 7.5 KM 1174133.0 |
 JU2648| JU2666 LOVELADIES COAST GUARD CUPOLA       APPROX. 8.4 KM 1420134.7 |
 JU2648| CB3171 WARE RM 1                            29.390 METERS 29557     |
 JU2648| CB3172 WARE RM 2                            21.112 METERS 35850     |
 JU2648|---------------------------------------------------------------------|
 JU2648
 JU2648                          SUPERSEDED SURVEY CONTROL
 JU2648
 JU2648  NAD 83(1986)-  39 47 23.45540(N)    074 10 56.82190(W) AD(       ) 3
 JU2648  NAD 27      -  39 47 23.02300(N)    074 10 58.32100(W) AD(       ) 3
 JU2648
 JU2648.Superseded values are not recommended for survey control.
 JU2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2648.See file dsdata.txt to determine how the superseded data were derived.
 JU2648
 JU2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7000004753(NAD 83)
 JU2648_MARKER: DS = TRIANGULATION STATION DISK
 JU2648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2648
 JU2648  HISTORY     - Date     Condition        Report By
 JU2648  HISTORY     - 1935     MONUMENTED       CGS
 JU2648  HISTORY     - 1944     GOOD             LOCSUR
 JU2648  HISTORY     - 1951     SEE DESCRIPTION  CGS
 JU2648  HISTORY     - 1962     MARK NOT FOUND   CGS
 JU2648
 JU2648                          STATION DESCRIPTION
 JU2648
 JU2648'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2648'STATION IS LOCATED ON THE W BANK OF BARNEGAT BAY, APPROXIMATELY
 JU2648'2-1/4 MILES S OF FORKED RIVER, E OF THE VILLAGE OF WARETOWN, NEW
 JU2648'JERSEY.  IT IS ON THE BAY END OF THE SECOND STREET S OF THE ROAD
 JU2648'FROM WARETOWN TO THE BAY.  THE STATION IS LOCATED IN FILLED-IN
 JU2648'LAND 7 METERS FROM HIGH-WATER LINE.
 JU2648'
 JU2648'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2648'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.  UNDERGROUND MARK IS
 JU2648'A GLASS BOTTLE AS DESCRIBED IN NOTE 7D.
 JU2648'
 JU2648'THE SUB-SURFACE MARK IS THE NECK OF A BOTTLE EMBEDDED IN A
 JU2648'MASS OF CONCRETE 3 FEET BELOW THE SURFACE OF THE GROUND.  THE
 JU2648'SURFACE MARK IS A STANDARD DISK STAMPED, WARE 1935 IN A CONCRETE
 JU2648'MONUMENT 12- BY 12-INCH BY 3-FOOT, PROJECTING 6 INCHES ABOVE
 JU2648'SURFACE OF GROUND.
 JU2648'
 JU2648'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED, WARE 1935 NO.1,
 JU2648'SET IN THE SIDE OF THE STREET INTERSECTION W OF THE
 JU2648'STATION.  REFERENCE MARK NO.2 IS A STANDARD DISK STAMPED, WARE
 JU2648'1935 NO.2, SET IN A CONCRETE MONUMENT 10- BY 10-INCH BY 3-FOOT
 JU2648'N OF THE STATION AND 5 METERS FROM THE HIGH-WATER LINE.
 JU2648'
 JU2648'ANGLE AT R.M. NO.1 FROM R.M. NO.2 TO WARE IS 43 DEG 32 MIN
 JU2648'26.2 SEC
 JU2648'
 JU2648'ANGLE AT R.M. NO.2 FROM WARE TO R.M. NO.1 IS 73 DEG 33 MIN
 JU2648'38.8 SEC
 JU2648'
 JU2648'DISTANCE FROM R.M. NO.1 TO R.M. NO.2 IS 27.263 METERS.
 JU2648'
 JU2648'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 JU2648
 JU2648                          STATION RECOVERY (1944)
 JU2648
 JU2648'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1944 (JHB)
 JU2648'RECOVERED BY THE NEW JERSEY DIVISION OF SHELL FISHERIES.
 JU2648'
 JU2648'SURFACE MARK AND REFERENCE MARK NO. 2 ARE WASHED OUT.  REFERENCE
 JU2648'MARK NO. 1 RECOVERED IN GOOD CONDITION.
 JU2648
 JU2648                          STATION RECOVERY (1951)
 JU2648
 JU2648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 JU2648'STATION SURFACE MARK WAS FOUND LYING ON THE SHORE.  THE DISK WAS
 JU2648'REMOVED BY THIS PARTY.  R.M. 1 WAS NOT FOUND.  THE AREA HAS BEEN
 JU2648'FILLED IN AND IT IS PROBABLY DEEPLY BURIED BENEATH THE
 JU2648'FILL.  R.M. 2 WAS NOT FOUND.  IT HAS PROBABLY BEEN DESTROYED BY
 JU2648'EROSION OF SHORELINE AS REPORTED BY N.J. BD. OF S.F. IN 1944.
 JU2648
 JU2648                          STATION RECOVERY (1962)
 JU2648
 JU2648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2648'STATION WAS NOT RECOVERED.  NEW BULKHEADS AND FILL COVER THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2636 ***********************************************************************
 LY2636  DESIGNATION -  WARNER NJGS 1938
 LY2636  PID         -  LY2636
 LY2636  STATE/COUNTY-  NJ/SUSSEX
 LY2636  USGS QUAD   -  LAKE MASKENOZHA (1995)
 LY2636
 LY2636                         *CURRENT SURVEY CONTROL
 LY2636  ___________________________________________________________________
 LY2636* NAD 83(1996)-  41 09 09.44470(N)    074 54 05.64015(W)     ADJUSTED  
 LY2636* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 LY2636  ___________________________________________________________________
 LY2636  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 LY2636  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LY2636
 LY2636  HORZ ORDER  -  FIRST
 LY2636
 LY2636.The horizontal coordinates were established by classical geodetic methods
 LY2636.and adjusted by the National Geodetic Survey in September 1999..
 LY2636
 LY2636.The orthometric height was scaled from a topographic map.
 LY2636
 LY2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2636
 LY2636.The geoid height was determined by GEOID03.
 LY2636
 LY2636;                    North         East     Units Scale Factor Converg.
 LY2636;SPC NJ       -   257,573.260   116,295.499   MT  0.99991398   -0 15 51.3
 LY2636;SPC NJ       -   845,054.94    381,546.15   sFT  0.99991398   -0 15 51.3
 LY2636;SPC PA N     -   113,425.285   839,048.913   MT  0.99996746   +1 53 03.7
 LY2636;SPC PA N     -   372,129.46  2,752,779.64   sFT  0.99996746   +1 53 03.7
 LY2636;UTM  18      - 4,555,704.615   508,259.266   MT  0.99960084   +0 03 53.2
 LY2636
 LY2636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2636!SPC NJ       -   0.99997268  x   0.99991398  =   0.99988667
 LY2636!SPC PA N     -   0.99997268  x   0.99996746  =   0.99994015
 LY2636!UTM  18      -   0.99997268  x   0.99960084  =   0.99957354
 LY2636
 LY2636:                Primary Azimuth Mark                     Grid Az
 LY2636:SPC NJ       -  BEVANS                                   034 52 41.5
 LY2636:SPC PA N     -  BEVANS                                   032 43 46.5
 LY2636:UTM  18      -  BEVANS                                   034 32 57.0
 LY2636
 LY2636|---------------------------------------------------------------------|
 LY2636| PID    Reference Object                     Distance      Geod. Az  |
 LY2636|                                                           dddmmss.s |
 LY2636| LY2625 BEVANS                              APPROX. 6.7 KM 0343650.2 |
 LY2636|---------------------------------------------------------------------|
 LY2636
 LY2636                          SUPERSEDED SURVEY CONTROL
 LY2636
 LY2636  NAD 83(1996)-  41 09 09.44457(N)    074 54 05.64078(W) AD(       ) 1
 LY2636  NAD 83(1986)-  41 09 09.44487(N)    074 54 05.64097(W) AD(       ) 1
 LY2636  NAD 27      -  41 09 09.09700(N)    074 54 07.02600(W) AD(       ) 1
 LY2636
 LY2636.Superseded values are not recommended for survey control.
 LY2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2636.See file dsdata.txt to determine how the superseded data were derived.
 LY2636
 LY2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0825955705(NAD 83)
 LY2636
 LY2636  HISTORY     - Date     Condition        Report By
 LY2636  HISTORY     - 1938     MONUMENTED       NJDCED
 LY2636
 LY2636                          STATION DESCRIPTION
 LY2636
 LY2636'DESCRIBED BY NJ CONS AND ECON DEV 1938
 LY2636'STATION IS LOCATED ABOUT 1 MILE SW OF WALLPACK CENTER.
 LY2636'
 LY2636'STATION AND REFERENCE MARKS ARE STANDARD NEW JERSEY DEPARTMENT
 LY2636'OF CONSERVATION AND DEVELOPMENT BRONZE DISKS SET IN ROCK OUTCROP.
 LY2636'
 LY2636'THE STATION MARK IS 0.2 FOOT ABOVE GROUND.  IT IS STAMPED WARNER.
 LY2636'
 LY2636'REFERENCE MARK NO.1 IS STAMPED R.M.1.
 LY2636'
 LY2636'REFERENCE MARK NO.2 IS STAMPED R.M.2.
 LY2636'
 LY2636'TO REACH THE STATION FROM WALLPACK CENTER, TAKE A DIRT ROAD
 LY2636'WHICH RUNS NW, GO 0.6 MILE UNTIL A FORKS IS REACHED, BEAR LEFT
 LY2636'UPHILL AND GO 1.08 MILES ALONG THIS ROAD TO THE WARNER FARM.  PARK
 LY2636'HERE.  ON FOOT, FOLLOW A FENCE LINE WHICH RUNS NW FROM THE
 LY2636'FARM-HOUSE, A DISTANCE OF 350 FEET TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2746 ***********************************************************************
 JU2746  DESIGNATION -  WARREN GROVE FAA RADIO TOWER
 JU2746  PID         -  JU2746
 JU2746  STATE/COUNTY-  NJ/BURLINGTON
 JU2746  USGS QUAD   -  OSWEGO LAKE (1997)
 JU2746
 JU2746                         *CURRENT SURVEY CONTROL
 JU2746  ___________________________________________________________________
 JU2746* NAD 83(1996)-  39 44 56.52921(N)    074 23 25.18235(W)     ADJUSTED  
 JU2746* NAVD 88     -                                                        
 JU2746  ___________________________________________________________________
 JU2746  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 JU2746  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU2746
 JU2746  HORZ ORDER  -  THIRD
 JU2746
 JU2746.The horizontal coordinates were established by classical geodetic methods
 JU2746.and adjusted by the National Geodetic Survey in September 1999..
 JU2746
 JU2746
 JU2746.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2746
 JU2746.The geoid height was determined by GEOID03.
 JU2746
 JU2746;                    North         East     Units Scale Factor Converg.
 JU2746;SPC NJ       -   101,657.844   159,398.534   MT  0.99990109   +0 04 12.5
 JU2746;SPC NJ       -   333,522.44    522,960.02   sFT  0.99990109   +0 04 12.5
 JU2746;UTM  18      - 4,400,080.957   552,231.580   MT  0.99963359   +0 23 23.5
 JU2746
 JU2746                          SUPERSEDED SURVEY CONTROL
 JU2746
 JU2746  NAD 83(1986)-  39 44 56.52145(N)    074 23 25.17729(W) AD(       ) 4
 JU2746  NAD 27      -  39 44 56.09400(N)    074 23 26.64500(W) AD(       ) 3
 JU2746
 JU2746.Superseded values are not recommended for survey control.
 JU2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2746.See file dsdata.txt to determine how the superseded data were derived.
 JU2746
 JU2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK5223200081(NAD 83)
 JU2746_MARKER: 42 = RADIO/TV MAST
 JU2746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2746+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2002
 JU2746
 JU2746  HISTORY     - Date     Condition        Report By
 JU2746  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2746  HISTORY     - 20021020 GOOD             INDIV
 JU2746
 JU2746                          STATION DESCRIPTION
 JU2746
 JU2746'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2746'THE STATION IS THE RED LIGHT AT THE TOP OF THE TOWER LOCATED
 JU2746'ABOUT 1 MILE WEST OF THE VILLAGE OF WARREN GROVE.  IT IS A
 JU2746'FOUR LEGGED SELF SUPPORTED STEEL TOWER PAINTED IN ALTERNATE
 JU2746'SECTIONS OF RED AND WHITE WITH TWO FAN SHAPED MICROWAVE
 JU2746'REFLECTORS NEAR ITS TOP.  THE OVERALL HEIGHT IS 300 FEET.  IT IS
 JU2746'OWNED AND OPERATED BY THE FEDERAL AVIATION AGENCY.  THE CALL
 JU2746'LETTERS WSY-2 ARE SUBJECT TO CHANGE.
 JU2746'
 JU2746'TO REACH FROM THE WARREN GROVE FIRE CO. IN THE VILLAGE OF
 JU2746'WARREN GROVE, GO SOUTH ON COUNTY ROUTE 539 FOR ABOUT 200
 JU2746'FEET TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A PAVED
 JU2746'ROAD FOR 0.3 MILE TO A ROAD FORK.  TAKE RIGHT FORK AND GO
 JU2746'NORTH-NORTHWEST ON A PAVED ROAD FOR 0.8 MILE TO A GRAVELED SIDE
 JU2746'ROAD LEFT.  TURN LEFT AND GO WEST ON THE GRAVELED ROAD FOR 0.3
 JU2746'MILE TO THE TOWER.
 JU2746
 JU2746                          STATION RECOVERY (2002)
 JU2746
 JU2746'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 JU2746'THE TOWER IS NO LONGER PAINTED RED AND WHITE. IT IS NEUTRAL
 JU2746' 
 JU2746' 
 JU2746'STEEL IN COLOR. IT NOW HAS NUMEROUS MICROWAVE REFLECTORS
 JU2746' 
 JU2746' 
 JU2746'MAINLY AT THE TOP. THE DIRECTIONS ARE ACCURATE EXCEPT THE
 JU2746' 
 JU2746' 
 JU2746'GRAVELED ROAD IS NOW A ONE LANE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5831 ***********************************************************************
 KV5831  DESIGNATION -  WASHINGTON
 KV5831  PID         -  KV5831
 KV5831  STATE/COUNTY-  NJ/WARREN
 KV5831  USGS QUAD   -  WASHINGTON (1976)
 KV5831
 KV5831                         *CURRENT SURVEY CONTROL
 KV5831  ___________________________________________________________________
 KV5831* NAD 83(1996)-  40 47 20.26061(N)    074 59 53.17317(W)     ADJUSTED  
 KV5831* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 KV5831  ___________________________________________________________________
 KV5831  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 KV5831  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KV5831
 KV5831  HORZ ORDER  -  SECOND
 KV5831
 KV5831.The horizontal coordinates were established by classical geodetic methods
 KV5831.and adjusted by the National Geodetic Survey in September 1999..
 KV5831
 KV5831.The orthometric height was scaled from a topographic map.
 KV5831
 KV5831.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5831
 KV5831.The geoid height was determined by GEOID03.
 KV5831
 KV5831;                    North         East     Units Scale Factor Converg.
 KV5831;SPC NJ       -   217,233.036   107,962.697   MT  0.99992174   -0 19 31.5
 KV5831;SPC NJ       -   712,705.39    354,207.62   sFT  0.99992174   -0 19 31.5
 KV5831;SPC PA S     -   165,246.827   832,225.270   MT  0.99997689   +1 47 07.5
 KV5831;SPC PA S     -   542,147.30  2,730,392.41   sFT  0.99997689   +1 47 07.5
 KV5831;UTM  18      - 4,515,330.194   500,159.993   MT  0.99960000   +0 00 04.5
 KV5831
 KV5831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5831!SPC NJ       -   0.99996137  x   0.99992174  =   0.99988311
 KV5831!SPC PA S     -   0.99996137  x   0.99997689  =   0.99993826
 KV5831!UTM  18      -   0.99996137  x   0.99960000  =   0.99956138
 KV5831
 KV5831|---------------------------------------------------------------------|
 KV5831| PID    Reference Object                     Distance      Geod. Az  |
 KV5831|                                                           dddmmss.s |
 KV5831| CB6522 WASHINGTON RM 1                       5.705 METERS 20120     |
 KV5831| CB6521 WASHINGTON AZ MK                                   2324416.9 |
 KV5831| CB6523 WASHINGTON RM 2                      19.460 METERS 30419     |
 KV5831|---------------------------------------------------------------------|
 KV5831
 KV5831                          SUPERSEDED SURVEY CONTROL
 KV5831
 KV5831  NAD 83(1986)-  40 47 20.25930(N)    074 59 53.17519(W) AD(       ) 2
 KV5831  NAD 27      -  40 47 19.90400(N)    074 59 54.55500(W) AD(       ) 2
 KV5831
 KV5831.Superseded values are not recommended for survey control.
 KV5831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5831.See file dsdata.txt to determine how the superseded data were derived.
 KV5831
 KV5831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0016015330(NAD 83)
 KV5831_MARKER: DS = TRIANGULATION STATION DISK
 KV5831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5831
 KV5831  HISTORY     - Date     Condition        Report By
 KV5831  HISTORY     - 1942     MONUMENTED       CGS
 KV5831  HISTORY     - 1954     GOOD             CGS
 KV5831
 KV5831                          STATION DESCRIPTION
 KV5831
 KV5831'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV5831'THE STATION IS ABOUT 2 MILES NW OF THE TOWN OF WASHINGTON, ON
 KV5831'LAND OWNED BY THE ALAN WOOD STEEL COMPANY, AT THE SITE OF THEIR
 KV5831'WASHINGTON MINE.  IT IS ON ABOUT THE HIGHEST POINT OF THE RIDGE,
 KV5831'ABOUT 200 YARDS NE OF THE MINE BUILDINGS 12.9 FEET N OF A SMALL,
 KV5831'TRIANGLE BLAZED CHERRY TREE AND 14.7 FEET S OF ANOTHER SMALL,
 KV5831'TRIANGLE BLAZED CHERRY TREE.  IT IS STAMPED WASHINGTON 1942 AND
 KV5831'PROJECTS ABOUT 4 INCHES.
 KV5831'
 KV5831'SURFACE, UNDERGROUND, AND REFERENCE MARK NO. 1 ARE STANDARD
 KV5831'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 KV5831'
 KV5831'REFERENCE MARK NO. 1 IS SSW OF THE STATION, ON THE SW SLOPE OF
 KV5831'THE RIDGE.  IT IS STAMPED WASHINGTON NO.1 1942 AND PROJECTS ABOUT
 KV5831'6 INCHES.
 KV5831'
 KV5831'REFERENCE MARK NO. 2 IS SW OF THE STATION, ON THE SW SLOPE OF THE
 KV5831'RIDGE.  IT IS A STANDARD DISK SET FLUSH IN A DRILL HOLE IN A BOULDER
 KV5831'WHICH HAS A 1- BY 1.5-FOOT EXPOSED SURFACE AND PROJECTS ABOUT 1
 KV5831'FOOT.  IT IS STAMPED WASHINGTON NO.2 1942.
 KV5831'
 KV5831'THE AZIMUTH MARK IS ABOUT 0.35 MILE SW OF THE STATION, SET FLUSH
 KV5831'IN THE N END OF THE HEAD WALL OF A CULVERT.  IT IS 14 FEET E OF THE
 KV5831'CENTER OF THE ROAD AND ABOUT 50 YARDS S OF THE RAILROAD
 KV5831'CROSSING.  IT IS STAMPED WASHINGTON 1942.  TO REACH FROM THE
 KV5831'STATION RETURN TO THE MAIN MACADAM ROAD, TURN LEFT AND GO 0.25 MILE
 KV5831'TO THE MARK ON THE LEFT.
 KV5831'
 KV5831'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN WASHINGTON GO
 KV5831'W ON STATE HIGHWAY 24 FOR 1.25 MILES TO A MACADAM ROAD RIGHT,
 KV5831'TURN RIGHT AND GO NORTHERLY 2.1 MILES TO A CROSS ROAD, TURN RIGHT,
 KV5831'TOWARD OXFORD, AND GO 1.15 MILES TO A MACADAM ROAD RIGHT LEADING
 KV5831'TO THE MINE, TURN RIGHT AND GO 0.25 MILE TO THE MINE
 KV5831'OFFICE.  STATION IS NE OF THIS POINT.  CONTINUE EASTERLY BETWEEN
 KV5831'THE OFFICE AND MINE AND FOLLOW THE ROAD AROUND TO THE RIGHT OF A
 KV5831'SLAG PILE FOR 0.35 MILE TO WATER TANKS AND THE TOP OF RIDGE,
 KV5831'CONTINUE WESTERLY ACROSS SWALE FOR 0.15 MILE TO THE STATION.
 KV5831'
 KV5831'AN 80-FOOT LIGHT AT STATION DANVILLE 2 IS VISIBLE FROM THE GROUND.
 KV5831'
 KV5831'A 47-FOOT LIGHT AT STATION THOMAS IS VISIBLE FROM THE GROUND.
 KV5831'
 KV5831'A 74-FOOT LIGHT AT STATION MONTANA 1877 IS VISIBLE FROM THE GROUND.
 KV5831
 KV5831                          STATION RECOVERY (1954)
 KV5831
 KV5831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WJK)
 KV5831'LETTER OF MR. W.J. KEATS, SUPT., ALAN WOOD STEEL CO., OXFORD,
 KV5831'N.J. DATED JULY 30, 1954--
 KV5831'
 KV5831'STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARKS WERE
 KV5831'RECOVERED AND FOUND TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3122 ***********************************************************************
 JU3122  DESIGNATION -  WASHINGTON 2
 JU3122  PID         -  JU3122
 JU3122  STATE/COUNTY-  NJ/GLOUCESTER
 JU3122  USGS QUAD   -  PHILADELPHIA (1994)
 JU3122
 JU3122                         *CURRENT SURVEY CONTROL
 JU3122  ___________________________________________________________________
 JU3122* NAD 83(1996)-  39 52 36.35199(N)    075 08 22.48188(W)     ADJUSTED  
 JU3122* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3122  ___________________________________________________________________
 JU3122  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 JU3122  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU3122
 JU3122  HORZ ORDER  -  THIRD
 JU3122
 JU3122.The horizontal coordinates were established by classical geodetic methods
 JU3122.and adjusted by the National Geodetic Survey in September 1999..
 JU3122
 JU3122.The orthometric height was scaled from a topographic map.
 JU3122
 JU3122.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3122
 JU3122.The geoid height was determined by GEOID03.
 JU3122
 JU3122;                    North         East     Units Scale Factor Converg.
 JU3122;SPC NJ       -   116,028.284    95,291.153   MT  0.99993684   -0 24 36.2
 JU3122;SPC NJ       -   380,669.46    312,634.39   sFT  0.99993684   -0 24 36.2
 JU3122;SPC DE       -   208,383.449   223,704.024   MT  1.00000191   +0 10 39.6
 JU3122;SPC DE       -   683,671.37    733,935.62   sFT  1.00000191   +0 10 39.6
 JU3122;UTM  18      - 4,414,088.744   488,064.246   MT  0.99960175   -0 05 22.2
 JU3122
 JU3122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3122!SPC NJ       -   1.00000490  x   0.99993684  =   0.99994174
 JU3122!SPC DE       -   1.00000490  x   1.00000191  =   1.00000681
 JU3122!UTM  18      -   1.00000490  x   0.99960175  =   0.99960664
 JU3122
 JU3122|---------------------------------------------------------------------|
 JU3122| PID    Reference Object                     Distance      Geod. Az  |
 JU3122|                                                           dddmmss.s |
 JU3122| CB3180 WASHINGTON 2 RM 1                    21.480 METERS 13020     |
 JU3122| CB3181 WASHINGTON 2 RM 2                    13.560 METERS 20926     |
 JU3122| JU3101 WASHINGTON PARK STAND USE           APPROX. 0.5 KM 2351148.2 |
 JU3122| JU3100 EAST HORSESHOE FRONT RANGE          APPROX. 0.8 KM 2450027.1 |
 JU3122| JU3092 NATIONAL PARK MUN STANDPIPE         APPROX. 3.8 KM 2504422.5 |
 JU3122| JU3146 EAGLE POINT REAR RANGE              APPROX. 2.0 KM 2680454.6 |
 JU3122| JU3155 PHILADELPHIA NAVY YD S RAD TWR      APPROX. 3.5 KM 2943316.3 |
 JU3122| JU3151 PHILADELPHIA NAVY YD PWR TANK       APPROX. 2.7 KM 2954145.9 |
 JU3122| JU3154 PHILADELPHIA NAVY YD N RAD TWR      APPROX. 3.6 KM 2973005.5 |
 JU3122|---------------------------------------------------------------------|
 JU3122
 JU3122                          SUPERSEDED SURVEY CONTROL
 JU3122
 JU3122  NAD 83(1991)-  39 52 36.34748(N)    075 08 22.48413(W) AD(       ) 3
 JU3122  NAD 83(1986)-  39 52 36.34496(N)    075 08 22.48498(W) AD(       ) 3
 JU3122  NAD 27      -  39 52 35.94100(N)    075 08 23.84600(W) AD(       ) 3
 JU3122
 JU3122.Superseded values are not recommended for survey control.
 JU3122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3122.See file dsdata.txt to determine how the superseded data were derived.
 JU3122
 JU3122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8806414089(NAD 83)
 JU3122_MARKER: DS = TRIANGULATION STATION DISK
 JU3122_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU3122_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU3122
 JU3122  HISTORY     - Date     Condition        Report By
 JU3122  HISTORY     - 1925     MONUMENTED       CGS
 JU3122  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3122
 JU3122                          STATION DESCRIPTION
 JU3122
 JU3122'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3122'LOCATED IN WHAT WAS ORIGINALLY WASHINGTON PARK, ON THE SAND BEACH
 JU3122'CLOSE TO THE HIGH WATER LINE, AND NEAR THE REMAINS OF THE OLD
 JU3122'WHARF.  IT IS 136 FEET BELOW THE UPPER CORNER OF WHERE THE PIER
 JU3122'BEGAN, AND 125 FEET FROM THE LOWER CORNER.  IT IS APPROXIMATELY
 JU3122'MIDWAY BETWEEN THE WASHINGTON PARK STAND AND THE LOWER END OF THE
 JU3122'STREET CAR TRESTLE OVER BIG TIMBER CREEK, AND ON LINE WITH THEM.
 JU3122'
 JU3122'SURFACE MARK IS A STANDARD BRONZE DISK IN A TILE.
 JU3122'UNDERGROUND MARK IS A BLOCK OF CONCRETE BELOW THE
 JU3122'GROUND CONTAINING A STANDARD BRONZE DISK.
 JU3122'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE DISKS SET
 JU3122'IN CONCRETE, IN THE TOP OF A TILE.
 JU3122'
 JU3122'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
 JU3122
 JU3122                          STATION RECOVERY (1946)
 JU3122
 JU3122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3122'UNABLE TO FIND AFTER A 4-HOUR SEARCH.  LOCAL INFORMATION STATES
 JU3122'THAT A LARGE COVE CALLED HOWELLS COVE, WAS ENTIRELY FILLED WHILE
 JU3122'DREDGING.  THE REMAINS OF THE OLD WHARF TO WASHINGTON PARK WAS IN
 JU3122'THIS COVE.  THAT AND THE STATION WERE ENTIRELY COVERED.  IT IS
 JU3122'RECOMMENDED THAT THE STATION BE CONSIDERED DESTROYED.  TO REACH
 JU3122'THE SITE OF THE FORMER WASHINGTON PARK, GO TO THE REAR RANGE
 JU3122'LIGHT OF THE W HORSESHOE LIGHT GROUP.  THE PARK IS JUST N OF THE
 JU3122'LIGHT IN A GROUP OF TREES.  MANY CONCRETE FOUNDATIONS REMAIN OF
 JU3122'THE OLD PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU3892 ***********************************************************************
 KU3892  DESIGNATION -  WAT 1930
 KU3892  PID         -  KU3892
 KU3892  STATE/COUNTY-  NJ/BERGEN
 KU3892  USGS QUAD   -  CENTRAL PARK (1979)
 KU3892
 KU3892                         *CURRENT SURVEY CONTROL
 KU3892  ___________________________________________________________________
 KU3892* NAD 83(1996)-  40 50 35.01564(N)    073 57 56.43118(W)     ADJUSTED  
 KU3892* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KU3892  ___________________________________________________________________
 KU3892  LAPLACE CORR-           6.07  (seconds)                    DEFLEC99
 KU3892  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 KU3892
 KU3892  HORZ ORDER  -  THIRD
 KU3892
 KU3892.The horizontal coordinates were established by classical geodetic methods
 KU3892.and adjusted by the National Geodetic Survey in September 1999..
 KU3892
 KU3892.The orthometric height was scaled from a topographic map.
 KU3892
 KU3892.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3892
 KU3892.The geoid height was determined by GEOID03.
 KU3892
 KU3892;                    North         East     Units Scale Factor Converg.
 KU3892;SPC NJ       -   223,258.137   195,057.559   MT  0.99992498   +0 20 58.0
 KU3892;SPC NJ       -   732,472.74    639,951.34   sFT  0.99992498   +0 20 58.0
 KU3892;SPC NY L     -    75,111.620   302,894.737   MT  0.99999491   +0 01 20.8
 KU3892;SPC NY L     -   246,428.71    993,747.15   sFT  0.99999491   +0 01 20.8
 KU3892;UTM  18      - 4,521,850.205   587,194.990   MT  0.99969358   +0 40 35.3
 KU3892
 KU3892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3892!SPC NJ       -   1.00000453  x   0.99992498  =   0.99992951
 KU3892!SPC NY L     -   1.00000453  x   0.99999491  =   0.99999944
 KU3892!UTM  18      -   1.00000453  x   0.99969358  =   0.99969811
 KU3892
 KU3892                          SUPERSEDED SURVEY CONTROL
 KU3892
 KU3892  NAD 83(1996)-  40 50 35.01565(N)    073 57 56.43118(W) AD(       ) 3
 KU3892  NAD 83(1996)-  40 50 35.01555(N)    073 57 56.43215(W) AD(       ) 3
 KU3892  NAD 83(1992)-  40 50 35.01383(N)    073 57 56.43263(W) AD(       ) 3
 KU3892  NAD 83(1986)-  40 50 35.01926(N)    073 57 56.43061(W) AD(       ) 3
 KU3892  NAD 27      -  40 50 34.65000(N)    073 57 57.94000(W) AD(       ) 3
 KU3892
 KU3892.Superseded values are not recommended for survey control.
 KU3892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3892.See file dsdata.txt to determine how the superseded data were derived.
 KU3892
 KU3892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8719521850(NAD 83)
 KU3892_MARKER: DS = TRIANGULATION STATION DISK
 KU3892_SETTING: 0 = UNSPECIFIED SETTING
 KU3892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU3892
 KU3892  HISTORY     - Date     Condition        Report By
 KU3892  HISTORY     - 1930     MONUMENTED       CGS
 KU3892  HISTORY     - 1935     SEE DESCRIPTION  CGS
 KU3892
 KU3892                          STATION DESCRIPTION
 KU3892
 KU3892'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 KU3892'THE DISTANCE TO WITNESS MARK 2 IS 34.33, THE DISTANCE TO WITNESS
 KU3892'MARK 1 IS 19.63, THE DISTANCE TO THE HIGH-WATER LINE IS 13 METERS,
 KU3892'THE DISTANCE TO THE HIGH-WATER LINE IS 10.5, THE DISTANCE TO THE
 KU3892'HIGH-WATER LINE IS 15 METERS, AND THE DISTANCE TO THE WAT RM LINE
 KU3892'IS 5.60.
 KU3892'
 KU3892'NEAR N END OF EDGEWATER BOROUGH ON PROPERTY OWNED BY A MR. GUTCHES
 KU3892'AND OCCUPIED BY THE HARTNET CAMPING ASSOCIATION.  MANY SMALL
 KU3892'SUMMER SHACKS HAVE BEEN BUILT IN THE VICINITY.  STATION IS A
 KU3892'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BRICK PIER 3 FEET BY 7
 KU3892'FEET AND EXTENDING ABOUT 2 FEET ABOVE GROUND.
 KU3892'
 KU3892'REFERENCE MARK IS A STANDARD DISK CEMENTED IN A SIMILIAR PIER 4
 KU3892'FEET BY 7-1/2 FEET.  WITNESS MARK NO.1 IS A GRANITE MONUMENT, 6
 KU3892'INCHES SQUARE, PROTRUDING 8 INCHES WITH CROSS CUT IN TOP.
 KU3892'INSCRIBED ON E AND W FACES R.C. N.J. ON S FACE REF.MON.1906, ON N
 KU3892'FACE SET J.C.P.-W.G.C.  WITNESS MARK NO.2 IS ARROW CUT IN TOP OF E
 KU3892'CORNER OF MASONRY WALL, FORMER FOUNDATIONS OF A HOTEL.
 KU3892'
 KU3892'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.4 METERS.
 KU3892
 KU3892                          STATION RECOVERY (1935)
 KU3892
 KU3892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 KU3892'STATION LOST.
 KU3892'
 KU3892'THE BRICK PIER IN WHICH THE STATION WAS SET IS BROKEN.  ONLY THE
 KU3892'REFERENCE MARK AND WITNESS MARK NO.1 REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6867 ***********************************************************************
 KV6867  DESIGNATION -  WATCHUNG 1
 KV6867  PID         -  KV6867
 KV6867  STATE/COUNTY-  NJ/PASSAIC
 KV6867  USGS QUAD   -  ORANGE (1981)
 KV6867
 KV6867                         *CURRENT SURVEY CONTROL
 KV6867  ___________________________________________________________________
 KV6867* NAD 83(1996)-  40 49 43.45285(N)    074 10 34.81133(W)     ADJUSTED  
 KV6867* NAVD 88     -        57.1    (meters)     187.     (feet)  GPS OBS   
 KV6867  ___________________________________________________________________
 KV6867  X           -   1,317,868.964 (meters)                     COMP
 KV6867  Y           -  -4,649,919.182 (meters)                     COMP
 KV6867  Z           -   4,148,066.857 (meters)                     COMP
 KV6867  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 KV6867  ELLIP HEIGHT-          24.81  (meters)          (10/23/02) GPS OBS
 KV6867  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV6867
 KV6867  HORZ ORDER  -  FIRST
 KV6867  ELLP ORDER  -  FOURTH    CLASS I
 KV6867
 KV6867.The horizontal coordinates were established by GPS observations
 KV6867.and adjusted by the National Geodetic Survey in May 1999..
 KV6867
 KV6867.The orthometric height was determined by GPS observations and a
 KV6867.high-resolution geoid model.
 KV6867
 KV6867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6867
 KV6867.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6867
 KV6867.The ellipsoidal height was determined by GPS observations
 KV6867.and is referenced to NAD 83.
 KV6867
 KV6867.The geoid height was determined by GEOID03.
 KV6867
 KV6867;                    North         East     Units Scale Factor Converg.
 KV6867;SPC NJ       -   221,580.726   177,299.146   MT  0.99990917   +0 12 41.8
 KV6867;SPC NJ       -   726,969.43    581,688.95   sFT  0.99990917   +0 12 41.8
 KV6867;UTM  18      - 4,520,071.905   569,450.710   MT  0.99965937   +0 32 18.7
 KV6867
 KV6867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6867!SPC NJ       -   0.99999611  x   0.99990917  =   0.99990528
 KV6867!UTM  18      -   0.99999611  x   0.99965937  =   0.99965548
 KV6867
 KV6867:                Primary Azimuth Mark                     Grid Az
 KV6867:SPC NJ       -  WATCHUNG 2                               331 56 11.7
 KV6867:UTM  18      -  WATCHUNG 2                               331 36 34.8
 KV6867
 KV6867|---------------------------------------------------------------------|
 KV6867| PID    Reference Object                     Distance      Geod. Az  |
 KV6867|                                                           dddmmss.s |
 KV6867| KV6868 WATCHUNG 2                          493.128 METERS 3320853.5 |
 KV6867|---------------------------------------------------------------------|
 KV6867
 KV6867                          SUPERSEDED SURVEY CONTROL
 KV6867
 KV6867  ELLIP H (05/14/99)   24.83   (m)                       GP(       ) 4 1
 KV6867  NAD 83(1996)-  40 49 43.45261(N)    074 10 34.81156(W) AD(       ) 1
 KV6867  NAD 83(1986)-  40 49 43.45075(N)    074 10 34.81357(W) AD(       ) 1
 KV6867
 KV6867.Superseded values are not recommended for survey control.
 KV6867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6867.See file dsdata.txt to determine how the superseded data were derived.
 KV6867
 KV6867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6945120072(NAD 83)
 KV6867_MARKER: DD = SURVEY DISK
 KV6867_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6867_SP_SET: BRIDGE ABUTMENT
 KV6867_STAMPING: WATCHUNG 1 1991
 KV6867_MARK LOGO: NJHA  
 KV6867_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6867+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1992
 KV6867
 KV6867  HISTORY     - Date     Condition        Report By
 KV6867  HISTORY     - 1991     MONUMENTED       NJDT
 KV6867  HISTORY     - 19920422 GOOD             NJGS
 KV6867
 KV6867                          STATION DESCRIPTION
 KV6867
 KV6867'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6867'THE STATION IS LOCATED IN THE TOWN OF BLOOMFIELD ON THE NORTH SIDE OF
 KV6867'THE BRIDGE CARRYING WATCHUNG AVENUE OVER THE GARDEN STATE PARKWAY AT
 KV6867'INTERCHANGE 151.  TO REACH THE STATION FROM THE NORTHBOUND LANES OF
 KV6867'THE GARDEN STATE PARKWAY, GO 0.15 MI (0.24 KM) ON THE EXIT RAMP
 KV6867'LEADING TO WATCHUNG AVENUE.  TURN LEFT AND GO 0.05 MI (0.08 KM) TO
 KV6867'THE STATION ON THE RIGHT, SET FLUSH IN THE TOP OF THE NORTHEAST
 KV6867'CORNER ABUTMENT.  THE STATION IS 0.8 M (2.6 FT) NORTH FROM THE NORTH
 KV6867'CURBLINE OF WATCHUNG AVENUE AND 7.1 M (23.3 FT) NORTH FROM THE
 KV6867'CENTERLINE OF WATCHUNG AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6868 ***********************************************************************
 KV6868  DESIGNATION -  WATCHUNG 2
 KV6868  PID         -  KV6868
 KV6868  STATE/COUNTY-  NJ/ESSEX
 KV6868  USGS QUAD   -  ORANGE (1981)
 KV6868
 KV6868                         *CURRENT SURVEY CONTROL
 KV6868  ___________________________________________________________________
 KV6868* NAD 83(1996)-  40 49 57.58695(N)    074 10 44.64419(W)     ADJUSTED  
 KV6868* NAVD 88     -        50.1    (meters)     164.     (feet)  GPS OBS   
 KV6868  ___________________________________________________________________
 KV6868  X           -   1,317,568.129 (meters)                     COMP
 KV6868  Y           -  -4,649,702.620 (meters)                     COMP
 KV6868  Z           -   4,148,392.166 (meters)                     COMP
 KV6868  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 KV6868  ELLIP HEIGHT-          17.79  (meters)          (10/23/02) GPS OBS
 KV6868  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV6868
 KV6868  HORZ ORDER  -  FIRST
 KV6868  ELLP ORDER  -  FOURTH    CLASS I
 KV6868
 KV6868.The horizontal coordinates were established by GPS observations
 KV6868.and adjusted by the National Geodetic Survey in May 1999..
 KV6868
 KV6868.The orthometric height was determined by GPS observations and a
 KV6868.high-resolution geoid model.
 KV6868
 KV6868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6868
 KV6868.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6868
 KV6868.The ellipsoidal height was determined by GPS observations
 KV6868.and is referenced to NAD 83.
 KV6868
 KV6868.The geoid height was determined by GEOID03.
 KV6868
 KV6868;                    North         East     Units Scale Factor Converg.
 KV6868;SPC NJ       -   222,015.836   177,067.176   MT  0.99990901   +0 12 35.4
 KV6868;SPC NJ       -   728,396.96    580,927.89   sFT  0.99990901   +0 12 35.4
 KV6868;UTM  18      - 4,520,505.577   569,216.319   MT  0.99965897   +0 32 12.4
 KV6868
 KV6868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6868!SPC NJ       -   0.99999721  x   0.99990901  =   0.99990622
 KV6868!UTM  18      -   0.99999721  x   0.99965897  =   0.99965618
 KV6868
 KV6868:                Primary Azimuth Mark                     Grid Az
 KV6868:SPC NJ       -  WATCHUNG 1                               151 56 11.6
 KV6868:UTM  18      -  WATCHUNG 1                               151 36 34.6
 KV6868
 KV6868|---------------------------------------------------------------------|
 KV6868| PID    Reference Object                     Distance      Geod. Az  |
 KV6868|                                                           dddmmss.s |
 KV6868| KV6867 WATCHUNG 1                          493.128 METERS 1520847.0 |
 KV6868|---------------------------------------------------------------------|
 KV6868
 KV6868                          SUPERSEDED SURVEY CONTROL
 KV6868
 KV6868  ELLIP H (05/14/99)   17.81   (m)                       GP(       ) 4 1
 KV6868  NAD 83(1996)-  40 49 57.58668(N)    074 10 44.64444(W) AD(       ) 1
 KV6868  NAD 83(1986)-  40 49 57.58491(N)    074 10 44.64629(W) AD(       ) 1
 KV6868
 KV6868.Superseded values are not recommended for survey control.
 KV6868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6868.See file dsdata.txt to determine how the superseded data were derived.
 KV6868
 KV6868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6921620506(NAD 83)
 KV6868_MARKER: DD = SURVEY DISK
 KV6868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6868_SP_SET: CONCRETE POST
 KV6868_STAMPING: WATCHUNG 2 1991
 KV6868_MARK LOGO: NJHA  
 KV6868_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6868+STABILITY: SURFACE MOTION
 KV6868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6868+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1992
 KV6868
 KV6868  HISTORY     - Date     Condition        Report By
 KV6868  HISTORY     - 1991     MONUMENTED       NJDT
 KV6868  HISTORY     - 19920422 GOOD             NJGS
 KV6868
 KV6868                          STATION DESCRIPTION
 KV6868
 KV6868'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
 KV6868'THE STATION IS LOCATED IN THE TOWN OF BLOOMFIELD IN THE CENTRAL GRASS
 KV6868'MEDIAN AREA OF THE GARDEN STATE PARKWAY AT ABOUT MILEPOINT 152.64 OF
 KV6868'THE SOUTHBOUND LANES.  TO REACH THE STATION FROM THE INTERSECTION OF
 KV6868'THE WATCHUNG AVENUE BRIDGE AND THE GARDEN STATE PARKWAY AT
 KV6868'INTERCHANGE 151, GO NORTH ON THE GARDEN STATE PARKWAY FOR 0.33 MI
 KV6868'(0.53 KM) TO THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND, JUST
 KV6868'SOUTH OF A PAVED TURN AROUND.  THE STATION IS ALSO ABOUT 0.1 MI
 KV6868'(0.2 KM) SOUTH FROM THE INTERSECTION OF THE BRIDGE CARRYING WEST
 KV6868'PASSAIC AVENUE OVER THE GARDEN STATE PARKWAY.  THE STATION IS 8.0 M
 KV6868'(26.2 FT) SOUTH FROM THE CENTERLINE OF THE PAVED TURN AROUND, 15.4 M
 KV6868'(50.5 FT) NORTH FROM AN INLET IN THE CENTER OF THE MEDIAN, 14.2 M
 KV6868'(46.6 FT) WEST FROM THE YELLOW PAINT LINE AT THE WEST EDGE OF THE
 KV6868'NORTHBOUND LANES AND 11.0 M (36.1 FT) EAST FROM THE YELLOW PAINT LINE
 KV6868'AT THE EAST EDGE OF THE SOUTHBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2889 ***********************************************************************
 JU2889  DESIGNATION -  WATER
 JU2889  PID         -  JU2889
 JU2889  STATE/COUNTY-  NJ/ATLANTIC
 JU2889  USGS QUAD   -  MAYS LANDING (1989)
 JU2889
 JU2889                         *CURRENT SURVEY CONTROL
 JU2889  ___________________________________________________________________
 JU2889* NAD 83(1996)-  39 26 10.20026(N)    074 43 51.55368(W)     ADJUSTED  
 JU2889* NAVD 88     -                                                        
 JU2889  ___________________________________________________________________
 JU2889  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 JU2889  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JU2889
 JU2889  HORZ ORDER  -  THIRD
 JU2889
 JU2889.The horizontal coordinates were established by classical geodetic methods
 JU2889.and adjusted by the National Geodetic Survey in September 1999..
 JU2889
 JU2889
 JU2889.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2889
 JU2889.The geoid height was determined by GEOID03.
 JU2889
 JU2889;                    North         East     Units Scale Factor Converg.
 JU2889;SPC NJ       -    66,944.161   130,115.824   MT  0.99990487   -0 08 48.2
 JU2889;SPC NJ       -   219,632.63    426,888.33   sFT  0.99990487   -0 08 48.2
 JU2889;UTM  18      - 4,365,214.814   523,150.620   MT  0.99960660   +0 10 15.2
 JU2889
 JU2889                          SUPERSEDED SURVEY CONTROL
 JU2889
 JU2889  NAD 83(1986)-  39 26 10.19056(N)    074 43 51.55368(W) AD(       ) 4
 JU2889  NAD 27      -  39 26 09.77300(N)    074 43 52.96500(W) AD(       ) 3
 JU2889
 JU2889.Superseded values are not recommended for survey control.
 JU2889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2889.See file dsdata.txt to determine how the superseded data were derived.
 JU2889
 JU2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2315165215(NAD 83)
 JU2889
 JU2889  HISTORY     - Date     Condition        Report By
 JU2889  HISTORY     - UNK      MONUMENTED
 JU2889  HISTORY     - 1954     SEE DESCRIPTION  USGS
 JU2889
 JU2889                          STATION DESCRIPTION
 JU2889
 JU2889'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JU2889'STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5393 ***********************************************************************
 KV5393  DESIGNATION -  WATER
 KV5393  PID         -  KV5393
 KV5393  STATE/COUNTY-  NJ/MIDDLESEX
 KV5393  USGS QUAD   -  SOUTH AMBOY (1981)
 KV5393
 KV5393                         *CURRENT SURVEY CONTROL
 KV5393  ___________________________________________________________________
 KV5393* NAD 83(1996)-  40 25 52.55568(N)    074 21 29.69635(W)     ADJUSTED  
 KV5393* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 KV5393  ___________________________________________________________________
 KV5393  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 KV5393  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KV5393
 KV5393  HORZ ORDER  -  THIRD
 KV5393
 KV5393.The horizontal coordinates were established by classical geodetic methods
 KV5393.and adjusted by the National Geodetic Survey in September 1999..
 KV5393
 KV5393.The orthometric height was scaled from a topographic map.
 KV5393
 KV5393.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5393
 KV5393.The geoid height was determined by GEOID03.
 KV5393
 KV5393;                    North         East     Units Scale Factor Converg.
 KV5393;SPC NJ       -   177,406.459   162,026.971   MT  0.99990178   +0 05 31.0
 KV5393;SPC NJ       -   582,041.02    531,583.49   sFT  0.99990178   +0 05 31.0
 KV5393;UTM  18      - 4,475,822.964   554,433.681   MT  0.99963647   +0 24 58.4
 KV5393
 KV5393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5393!SPC NJ       -   1.00000438  x   0.99990178  =   0.99990616
 KV5393!UTM  18      -   1.00000438  x   0.99963647  =   0.99964085
 KV5393
 KV5393:                Primary Azimuth Mark                     Grid Az
 KV5393:SPC NJ       -  HERCULES                                 039 54 22.9
 KV5393:UTM  18      -  HERCULES                                 039 34 55.5
 KV5393
 KV5393|---------------------------------------------------------------------|
 KV5393| PID    Reference Object                     Distance      Geod. Az  |
 KV5393|                                                           dddmmss.s |
 KV5393| KV5334 HERCULES                            APPROX. 2.8 KM 0395953.9 |
 KV5393| CB6524 WATER RM 1                           34.959 METERS 24522     |
 KV5393| CB6525 WATER RM 2                           25.069 METERS 32732     |
 KV5393|---------------------------------------------------------------------|
 KV5393
 KV5393                          SUPERSEDED SURVEY CONTROL
 KV5393
 KV5393  NAD 83(1996)-  40 25 52.55463(N)    074 21 29.69749(W) AD(       ) 3
 KV5393  NAD 83(1986)-  40 25 52.55527(N)    074 21 29.69703(W) AD(       ) 3
 KV5393  NAD 27      -  40 25 52.17600(N)    074 21 31.16300(W) AD(       ) 3
 KV5393
 KV5393.Superseded values are not recommended for survey control.
 KV5393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5393.See file dsdata.txt to determine how the superseded data were derived.
 KV5393
 KV5393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5443475823(NAD 83)
 KV5393_MARKER: DS = TRIANGULATION STATION DISK
 KV5393_SETTING: 0 = UNSPECIFIED SETTING
 KV5393
 KV5393  HISTORY     - Date     Condition        Report By
 KV5393  HISTORY     - 1934     MONUMENTED       CGS
 KV5393
 KV5393                          STATION DESCRIPTION
 KV5393
 KV5393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5393'STATION IS ON THE W BANK OF THE S RIVER ON THE S RIVER WATER WORKS
 KV5393'PROPERTY, 8.68 METERS SW OF THE SW CORNER OF SMALL PUMPING HOUSE
 KV5393'(LOCATED ON DIRT FILL JUST E OF HIGH BANK AND APPROXIMATELY
 KV5393'300 METERS SE OF THE MAIN BUILDING) 3.25 METERS S OF CONCRETE
 KV5393'STEPS LEADING TO THE PUMPING HOUSE, 3.0 METERS W OF HIGH BANK (10
 KV5393'FEET).  AT THIS POINT THE RIVER HAS MEANDERED IN A WIDE
 KV5393'SEMI-CIRCLE AND THE MARSH HAS RECENTLY BEEN FILLED AND A
 KV5393'SPOIL BANK BUILT ALONG THE RIVER EDGE.
 KV5393'
 KV5393'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A TILE.
 KV5393'
 KV5393'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 KV5393'
 KV5393'REFERENCE MARK NO.1 IS W OF THE STATION AT THE BASE OF AN
 KV5393'OLD APPLE TREE.
 KV5393'
 KV5393'REFERENCE MARK NO.2 IS NNW OF THE STATION, 2 METERS S OF PATH
 KV5393'LEADING TO THE PUMP HOUSE FROM THE MAIN BUILDING.
 KV5393'
 KV5393'REACHED FROM S RIVER AS FOLLOWS--FOLLOW RIVER ROAD S TO THE
 KV5393'LANE LEADING TO THE WATER WORKS, FOLLOW THE LANE 1.0 MILE BEYOND
 KV5393'MAIN BUILDINGS OF THE WATER WORKS TO LANE LEADING TO SMALL PUMP
 KV5393'HOUSE AND RIVER BANK, TAKE THIS DIRECT TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5629 ***********************************************************************
 KV5629  DESIGNATION -  WATER 1935
 KV5629  PID         -  KV5629
 KV5629  STATE/COUNTY-  NJ/BURLINGTON
 KV5629  USGS QUAD   -  BRISTOL (1981)
 KV5629
 KV5629                         *CURRENT SURVEY CONTROL
 KV5629  ___________________________________________________________________
 KV5629* NAD 83(1996)-  40 07 26.29346(N)    074 49 06.33656(W)     ADJUSTED  
 KV5629* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 KV5629  ___________________________________________________________________
 KV5629  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 KV5629  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV5629
 KV5629  HORZ ORDER  -  SECOND
 KV5629
 KV5629.The horizontal coordinates were established by classical geodetic methods
 KV5629.and adjusted by the National Geodetic Survey in September 1999..
 KV5629
 KV5629.The orthometric height was scaled from a topographic map.
 KV5629
 KV5629.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5629
 KV5629.The geoid height was determined by GEOID03.
 KV5629
 KV5629;                    North         East     Units Scale Factor Converg.
 KV5629;SPC NJ       -   143,326.789   122,860.233   MT  0.99990906   -0 12 18.8
 KV5629;SPC NJ       -   470,231.31    403,083.95   sFT  0.99990906   -0 12 18.8
 KV5629;SPC PA S     -    91,935.126   849,833.069   MT  0.99997567   +1 54 07.1
 KV5629;SPC PA S     -   301,623.83  2,788,160.66   sFT  0.99997567   +1 54 07.1
 KV5629;UTM  18      - 4,441,532.667   515,470.971   MT  0.99960295   +0 07 01.3
 KV5629
 KV5629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5629!SPC NJ       -   1.00000396  x   0.99990906  =   0.99991302
 KV5629!SPC PA S     -   1.00000396  x   0.99997567  =   0.99997963
 KV5629!UTM  18      -   1.00000396  x   0.99960295  =   0.99960691
 KV5629
 KV5629:                Primary Azimuth Mark                     Grid Az
 KV5629:SPC NJ       -  RIVERVIEW 2                              266 45 55.2
 KV5629:SPC PA S     -  RIVERVIEW 2                              264 39 29.3
 KV5629:UTM  18      -  RIVERVIEW 2                              266 26 35.1
 KV5629
 KV5629|---------------------------------------------------------------------|
 KV5629| PID    Reference Object                     Distance      Geod. Az  |
 KV5629|                                                           dddmmss.s |
 KV5629| KV5660 RIVERVIEW 2                         APPROX. 1.0 KM 2663336.4 |
 KV5629| KV5578 PONTOON USE 1935                    294.357 METERS 32038     |
 KV5629| KV5574 FLORENCE RANGE REAR LIGHT           APPROX. 0.9 KM 3213459.3 |
 KV5629| KV5577 FLORENCE RANGE FRONT LIGHT          APPROX. 0.7 KM 3334531.2 |
 KV5629| KV5579 EDGELY PATTERSON PAPER SM TANK      APPROX. 0.8 KM 3501724.5 |
 KV5629|---------------------------------------------------------------------|
 KV5629
 KV5629                          SUPERSEDED SURVEY CONTROL
 KV5629
 KV5629  NAD 83(1986)-  40 07 26.29212(N)    074 49 06.33749(W) AD(       ) 2
 KV5629  NAD 27      -  40 07 25.89600(N)    074 49 07.74700(W) AD(       ) 2
 KV5629
 KV5629.Superseded values are not recommended for survey control.
 KV5629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5629.See file dsdata.txt to determine how the superseded data were derived.
 KV5629
 KV5629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1547141533(NAD 83)
 KV5629_MARKER: X = CHISELED CROSS
 KV5629_SETTING: 0 = UNSPECIFIED SETTING
 KV5629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5629
 KV5629  HISTORY     - Date     Condition        Report By
 KV5629  HISTORY     - 1935     MONUMENTED       CGS
 KV5629  HISTORY     - 1947     GOOD             CGS
 KV5629
 KV5629                          STATION DESCRIPTION
 KV5629
 KV5629'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5629'IN FLORENCE, ATOP THE FLORENCE PIPE FOUNDRY AND MANUFACTURING
 KV5629'COMPANY STANDPIPE AT INTERSECTION OF FRONT STREET AND RIVER
 KV5629'ROAD.  THE CENTER OF A SMALL CROSS CHISELED INTO THE STEEL OF THE
 KV5629'N OUTER RIM, 0.03 METER W OF A SMALL 1-INCH CHISELED TRIANGLE,
 KV5629'0.11 METER S OF INNER TANK RIM, 3.90 METERS NW OF INSIDE CENTER
 KV5629'STEEL LADDER, 0.36 METER W OF SECOND SEAM COUNTER-CLOCKWISE FROM
 KV5629'LADDER.  THERE ARE NO REFERENCE MARKS.
 KV5629'
 KV5629'MAIN SCHEME STATION.
 KV5629'
 KV5629'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV5629
 KV5629                          STATION RECOVERY (1947)
 KV5629
 KV5629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5629'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5629'ADEQUATE.  (THE TOP OF THE STANDPIPE WAS NOT ACTUALLY
 KV5629'INSPECTED.  HOWEVER, THE PLANT ENGINEER STATED THAT NO
 KV5629'ALTERATIONS HAD BEEN MADE TO THE STANDPIPE SINCE 1935, WITH THE
 KV5629'EXCEPTION OF ONE COAT OF PAINT.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4906 ***********************************************************************
 KV4906  DESIGNATION -  WATER TANK NEAR MON 600
 KV4906  PID         -  KV4906
 KV4906  STATE/COUNTY-  NJ/ESSEX
 KV4906  USGS QUAD   -  CALDWELL (1995)
 KV4906
 KV4906                         *CURRENT SURVEY CONTROL
 KV4906  ___________________________________________________________________
 KV4906* NAD 83(1996)-  40 47 19.88937(N)    074 15 15.77468(W)     ADJUSTED  
 KV4906* NAVD 88     -                                                        
 KV4906  ___________________________________________________________________
 KV4906  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 KV4906  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV4906
 KV4906  HORZ ORDER  -  THIRD
 KV4906
 KV4906.The horizontal coordinates were established by classical geodetic methods
 KV4906.and adjusted by the National Geodetic Survey in September 1999..
 KV4906
 KV4906
 KV4906.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4906
 KV4906.The geoid height was determined by GEOID03.
 KV4906
 KV4906;                    North         East     Units Scale Factor Converg.
 KV4906;SPC NJ       -   217,131.239   170,728.869   MT  0.99990529   +0 09 37.6
 KV4906;SPC NJ       -   712,371.41    560,132.96   sFT  0.99990529   +0 09 37.6
 KV4906;SPC NY L     -    69,123.135   278,529.510   MT  0.99999547   -0 09 59.0
 KV4906;SPC NY L     -   226,781.49    913,808.90   sFT  0.99999547   -0 09 59.0
 KV4906;UTM  18      - 4,515,586.153   562,907.574   MT  0.99964871   +0 29 13.6
 KV4906
 KV4906                          SUPERSEDED SURVEY CONTROL
 KV4906
 KV4906  NAD 83(1996)-  40 47 19.88887(N)    074 15 15.77471(W) AD(       ) 4
 KV4906  NAD 83(1986)-  40 47 19.88734(N)    074 15 15.77309(W) AD(       ) 4
 KV4906  NAD 27      -  40 47 19.53000(N)    074 15 17.24000(W) AD(       ) 3
 KV4906
 KV4906.Superseded values are not recommended for survey control.
 KV4906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4906.See file dsdata.txt to determine how the superseded data were derived.
 KV4906
 KV4906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6290815586(NAD 83)
 KV4906_MARKER: 51 = TANK
 KV4906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4906+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2005
 KV4906
 KV4906  HISTORY     - Date     Condition        Report By
 KV4906  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV4906  HISTORY     - 20051125 GOOD             GEOCAC
 KV4906
 KV4906                          STATION DESCRIPTION
 KV4906
 KV4906'DESCRIBED BY GEOCACHING 2005 (PR)
 KV4906'OFF PROSPECT AVENUE IN WEST ORANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4911 ***********************************************************************
 KV4911  DESIGNATION -  WATNONG 2
 KV4911  PID         -  KV4911
 KV4911  STATE/COUNTY-  NJ/MORRIS
 KV4911  USGS QUAD   -  MORRISTOWN (1981)
 KV4911
 KV4911                         *CURRENT SURVEY CONTROL
 KV4911  ___________________________________________________________________
 KV4911* NAD 83(1996)-  40 50 55.57137(N)    074 29 38.49641(W)     ADJUSTED  
 KV4911* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 KV4911  ___________________________________________________________________
 KV4911  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 KV4911  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KV4911
 KV4911  HORZ ORDER  -  FIRST
 KV4911
 KV4911.The horizontal coordinates were established by classical geodetic methods
 KV4911.and adjusted by the National Geodetic Survey in September 1999..
 KV4911
 KV4911.The orthometric height was scaled from a topographic map.
 KV4911
 KV4911.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4911
 KV4911.The geoid height was determined by GEOID03.
 KV4911
 KV4911;                    North         East     Units Scale Factor Converg.
 KV4911;SPC NJ       -   223,754.780   150,503.654   MT  0.99990000   +0 00 14.1
 KV4911;SPC NJ       -   734,102.14    493,777.40   sFT  0.99990000   +0 00 14.1
 KV4911;UTM  18      - 4,522,092.474   542,650.317   MT  0.99962239   +0 19 51.4
 KV4911
 KV4911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4911!SPC NJ       -   0.99995968  x   0.99990000  =   0.99985969
 KV4911!UTM  18      -   0.99995968  x   0.99962239  =   0.99958209
 KV4911
 KV4911|---------------------------------------------------------------------|
 KV4911| PID    Reference Object                     Distance      Geod. Az  |
 KV4911|                                                           dddmmss.s |
 KV4911| CB6526 WATNONG 2 RM 1                       23.450 METERS 00916     |
 KV4911| KV4912 SHEEP HILL 2                        APPROX.10.6 KM 0435840.1 |
 KV4911| CB6527 WATNONG 2 RM 2                       28.960 METERS 12929     |
 KV4911|---------------------------------------------------------------------|
 KV4911
 KV4911                          SUPERSEDED SURVEY CONTROL
 KV4911
 KV4911  NAD 83(1996)-  40 50 55.57035(N)    074 29 38.49699(W) AD(       ) 1
 KV4911  NAD 83(1986)-  40 50 55.57041(N)    074 29 38.49695(W) AD(       ) 1
 KV4911  NAD 27      -  40 50 55.21300(N)    074 29 39.93700(W) AD(       ) 1
 KV4911
 KV4911.Superseded values are not recommended for survey control.
 KV4911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4911.See file dsdata.txt to determine how the superseded data were derived.
 KV4911
 KV4911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL4265022092(NAD 83)
 KV4911_MARKER: DS = TRIANGULATION STATION DISK
 KV4911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV4911_SP_SET: CONCRETE POST
 KV4911_STAMPING: WATNONG 2 1935
 KV4911_MARK LOGO: CGS   
 KV4911_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV4911+STABILITY: SURFACE MOTION
 KV4911_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV4911+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1992
 KV4911
 KV4911  HISTORY     - Date     Condition        Report By
 KV4911  HISTORY     - 1935     MONUMENTED       CGS
 KV4911  HISTORY     - 1935     GOOD             CGS
 KV4911  HISTORY     - 1980     GOOD             NGS
 KV4911  HISTORY     - 1980     GOOD             NGS
 KV4911  HISTORY     - 19920911 GOOD             NJGS
 KV4911
 KV4911                          STATION DESCRIPTION
 KV4911
 KV4911'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV4911'THE STATION IS ON THE HILL KNOWN AS WATNONG HILL.  STATION IS
 KV4911'NOT ON THE SUMMIT.  THE PROPERTY IS OWNED BY THE HONORABLE
 KV4911'AUGUSTUS CUTLER.  THE ORIGINAL STATION WAS THIRD-ORDER
 KV4911'TRIANGULATION.  DATE, 1879.  THE STATE SURVEYORS COULD NOT FIND
 KV4911'THIS MARK BUT BY USE OF REFERENCES THEY SET A HUB AS NEAR THE
 KV4911'ORIGINAL POINT AS POSSIBLE.  THIS HUB WAS REPLACED BY A STANDARD
 KV4911'C. AND G. SURVEY MARK AND 2 REFERENCE MARKS WERE SET.  THE
 KV4911'STATION IS 30 PACES S OF OLD LOG CABIN, 3 PACES E OF CENTER LINE
 KV4911'OF TRAIL, AND 3 PACES N OF 10-INCH TREE WITH TRIANGULATION BLAZE.
 KV4911'MARK PROJECTS 8 INCHES ABOVE GROUND.  THE STATION MARK IS
 KV4911'SET IN LOW TERRAIN CAUSED BY OLD TREE.
 KV4911'
 KV4911'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 KV4911'CONCRETE.
 KV4911'
 KV4911'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 KV4911'IN BOULDERS.  MARKS ARE SET FLUSH IN BOULDERS.
 KV4911'
 KV4911'REFERENCE MARK NO.1 IS 5 PACES E OF SE EDGE OF CABIN.
 KV4911'
 KV4911'NO AZIMUTH MARK.  DISTANCE BETWEEN REFERENCE MARKS COULD NOT
 KV4911'BE MEASURED BECAUSE OF TREE.
 KV4911'
 KV4911'STATE SURVEY MONUMENT NO.2342 IS ON THE NORTHERLY SIDE OF ROUTE
 KV4911'24, 0.65 MILE E ALONG ROUTE 24 FROM SUNRISE LAKE, NEAR THE S SIDE
 KV4911'OF A DIRT WALK OF A LONE TWO-STORY FRAME HOUSE, JUST WESTERLY OF
 KV4911'A POINT IN THE WALK OPPOSITE THE SE CORNER OF THE FRONT PORCH OF
 KV4911'THE ABOVE MENTIONED HOUSE.  THE MARK IS FLUSH WITH THE SURFACE
 KV4911'OF THE GROUND.
 KV4911'
 KV4911'STATE SURVEY MONUMENT NO.2360, 0.5 MILE W ALONG ROUTE 24 FROM
 KV4911'ITS INTERSECTION WITH THE WASHINGTON VALLEY ROAD, ON THE S SIDE
 KV4911'OF THE ROAD, IN THE CENTER OF A SMALL WELL KEPT LAWN IN FRONT OF
 KV4911'A PROMINENT RUSTIC FENCE WITH THE SIGN GATEWOOD ESTATE.  THE
 KV4911'MONUMENT IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 KV4911'
 KV4911'TO REACH STATION FROM THE INTERSECTION OF SUSSEX AND BLACKWELL
 KV4911'STREETS AT THE TRAFFIC LIGHT IN DOVER GO E ON BLACKWELL STREET,
 KV4911'FOR 0.6 MILE TO Y ROAD RIGHT.  BEAR RIGHT CROSSING A RAILROAD
 KV4911'OVERPASS AND GO 1.05 MILES TO INTERSECTION WITH ROUTE 10, TURN
 KV4911'LEFT ON ROUTE 10 AND GO 1.95 MILES TO T ROAD RIGHT, TAKE RIGHT
 KV4911'ROAD AND GO 0.6 MILE TO WHERE MAIN ROAD TURNS SHARP RIGHT.  HERE
 KV4911'CONTINUE 0.65 MILE TO T ROAD LEFT (WOODS ROAD) ABOUT 15 FEET
 KV4911'BEFORE AN 18-INCH TREE WITH TRIANGULAR BLAZE ON LEFT.  TAKE
 KV4911'WOODS ROAD AND GO UPHILL FOR 0.1 MILE TO WHERE ROAD JOINS
 KV4911'ORIGINAL WOODS ROAD, AT TREE WITH TRIANGULAR BLAZE.  CONTINUE ON
 KV4911'ORIGINAL WOODS ROAD WHICH CURVES AROUND N SIDE OF BLAZED TREE
 KV4911'AND GO 0.4 MILE.  TURN HALF LEFT AND GO 0.1 MILE TO Y.
 KV4911'TAKE RIGHT FORK AND GO 0.1 MILE TO T ROAD LEFT AT A TREE WITH
 KV4911'TRIANGULAR BLAZE.  JUST UNDER HIGH-TENSION LINE.  TURN LEFT AND
 KV4911'GO 0.25 MILE TO T LEFT.  TAKE LEFT ROAD AND GO 0.1 MILE
 KV4911'TO OLD LOG CABIN AND STATION SITE.
 KV4911'
 KV4911'NOTE--THE ROAD LEADING TO THE STATION IS VERY BAD IN PLACES BUT
 KV4911'IT CAN POSSIBLY BE TRAVERSED WITH TRUCK.
 KV4911'
 KV4911'NO PROMINENT NATURAL OBJECTS VISIBLE FROM GROUND.
 KV4911'
 KV4911'A 77-FOOT TOWER WILL CLEAR ALL LINES.
 KV4911
 KV4911                          STATION RECOVERY (1935)
 KV4911
 KV4911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 KV4911'RECOVERED IN GOOD CONDITION.
 KV4911
 KV4911                          STATION RECOVERY (1980)
 KV4911
 KV4911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 KV4911'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KV4911'AS DESCRIBED.
 KV4911'
 KV4911'ADDITIONAL INFORMATION FOLLOWS.
 KV4911'
 KV4911'THE STATION MARK IS 66 FEET NORTHWEST OF THE DIRT ROAD AND 4.9 FEET
 KV4911'SOUTH OF A NEW WITNESS POST.
 KV4911'
 KV4911'REFERENCE MARK ONE IS 73.4 FEET NORTH OF THE WITNESS POST.
 KV4911'
 KV4911'REFERENCE MARK TWO IS 5.7 FEET WEST-SOUTHWEST OF ANOTHER NEW WITNESS
 KV4911'POST AND 10.8 FEET NORTHWEST OF A TWIN OAK TREE WITH A TRIANGULAR
 KV4911'BLAZE.
 KV4911
 KV4911                          STATION RECOVERY (1980)
 KV4911
 KV4911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 KV4911'RECOVERED AS DESCRIBED.
 KV4911
 KV4911                          STATION RECOVERY (1992)
 KV4911
 KV4911'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV4911'THE STATION IS LOCATED IN PARSIPPANY TROY HILLS TOWNSHIP ON THE SUMMIT
 KV4911'OF A HILL KNOWN AS WATNONG HILL, JUST SOUTHEAST OF A LARGE WATER
 KV4911'TANK.  TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 10
 KV4911'AND SOUTH POWDER MILLS ROAD, GO SOUTHWEST ON SOUTH POWDER MILLS ROAD
 KV4911'FOR 0.35 MI (0.56 KM) TO THE JUNCTION WITH CONTINENTAL ROAD ON THE
 KV4911'LEFT.  TURN LEFT AND GO 0.3 MI (0.5 KM) ON CONTINENTAL ROAD TO A
 KV4911'PAVED ROAD ON THE RIGHT LEADING UPHILL TO THE WATER TANK.  TURN RIGHT
 KV4911'AND GO SOUTHWEST UPHILL ON THE ASPHALT PAVED ROAD FOR 0.2 MI
 KV4911'(0.3 KM) TO THE SUMMIT AND THE WATER TANK AHEAD.  PARK TRUCK AND PACK
 KV4911'SOUTHEAST, THEN SOUTHWEST ALONG THE 8 FT (2.4 M) HIGH CHAIN LINK
 KV4911'FENCE SURROUNDING THE WATER TANK, TO THE SOUTHEAST CORNER OF THE
 KV4911'FENCE.  FROM THIS POINT, PACK SOUTH SOUTHEAST FOR 100 FT (30.5 M) TO
 KV4911'A CLEARING AND THE STATION AHEAD, NEXT TO A METAL WITNESS POST.  THE
 KV4911'STATION, STAMPED WATNONG 2 1935, PROJECTS ABOUT 0.1 M (0.3 FT) ABOVE
 KV4911'THE GROUND.  MODERATE CLEARING OF TREES WOULD BE NECESSARY IN ORDER
 KV4911'TO USE THIS STATION FOR SATELLITE OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4219 ***********************************************************************
 KV4219  DESIGNATION -  WEASEL 1817
 KV4219  PID         -  KV4219
 KV4219  STATE/COUNTY-  NJ/PASSAIC
 KV4219  USGS QUAD   -  PATERSON (1995)
 KV4219
 KV4219                         *CURRENT SURVEY CONTROL
 KV4219  ___________________________________________________________________
 KV4219* NAD 83(1996)-  40 52 36.77288(N)    074 11 10.82805(W)     ADJUSTED  
 KV4219* NAVD 88     -       178.     (meters)     584.     (feet)  VERTCON   
 KV4219  ___________________________________________________________________
 KV4219  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 KV4219  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KV4219
 KV4219  HORZ ORDER  -  FIRST
 KV4219
 KV4219.The horizontal coordinates were established by classical geodetic methods
 KV4219.and adjusted by the National Geodetic Survey in September 1999..
 KV4219
 KV4219.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV4219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV4219
 KV4219.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4219
 KV4219.The geoid height was determined by GEOID03.
 KV4219
 KV4219;                    North         East     Units Scale Factor Converg.
 KV4219;SPC NJ       -   226,923.627   176,436.168   MT  0.99990860   +0 12 19.0
 KV4219;SPC NJ       -   744,498.60    578,857.66   sFT  0.99990860   +0 12 19.0
 KV4219;UTM  18      - 4,525,408.457   568,557.468   MT  0.99965785   +0 31 57.0
 KV4219
 KV4219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4219!SPC NJ       -   0.99997719  x   0.99990860  =   0.99988579
 KV4219!UTM  18      -   0.99997719  x   0.99965785  =   0.99963504
 KV4219
 KV4219:                Primary Azimuth Mark                     Grid Az
 KV4219:SPC NJ       -  BUTTERMILK                               050 21 40.3
 KV4219:UTM  18      -  BUTTERMILK                               050 02 02.3
 KV4219
 KV4219|---------------------------------------------------------------------|
 KV4219| PID    Reference Object                     Distance      Geod. Az  |
 KV4219|                                                           dddmmss.s |
 KV4219| LX4113 BUTTERMILK                          APPROX.40.9 KM 0503359.3 |
 KV4219|---------------------------------------------------------------------|
 KV4219
 KV4219                          SUPERSEDED SURVEY CONTROL
 KV4219
 KV4219  NAD 83(1996)-  40 52 36.77223(N)    074 11 10.82747(W) AD(       ) 1
 KV4219  NAD 83(1986)-  40 52 36.77436(N)    074 11 10.82654(W) AD(       ) 1
 KV4219  NAD 27      -  40 52 36.42158(N)    074 11 12.29592(W) AD(       ) 1
 KV4219  NGVD 29 (07/19/86)  178.     (m)          584.     (f) VERT ANG       
 KV4219
 KV4219.Superseded values are not recommended for survey control.
 KV4219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4219.See file dsdata.txt to determine how the superseded data were derived.
 KV4219
 KV4219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6855725408(NAD 83)
 KV4219
 KV4219  HISTORY     - Date     Condition        Report By
 KV4219  HISTORY     - 1817     MONUMENTED       SURCOA
 KV4219  HISTORY     - 1874     GOOD             CGS
 KV4219  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV4219  HISTORY     - 1934     MARK NOT FOUND   NJGS
 KV4219
 KV4219                          STATION DESCRIPTION
 KV4219
 KV4219'DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (EG)
 KV4219'STATION IS ON A HILL OF THE FIRST RIDGE OF THE SO CALLED NEWARK
 KV4219'MOUNTAIN, ABOUT 2-1/4 MILES TO THE SOUTHWARD OF PATERSON, ABOUT A
 KV4219'MILE W OF MORRIS CANAL, 3/4 MILE E OF GREAT NOTCH AND 1/8 MILE W
 KV4219'OF THE ROAD FROM PATERSON TO MONTCLAIR HEIGHTS.  THE STATION IS
 KV4219'ON BARE ROCK AND ABOUT 25 FEET SW OF THE HIGHEST POINT.  IT IS
 KV4219'MARKED BY A 6-INCH DEEP DRILL HOLE FILLED WITH SULPHUR.  THE
 KV4219'LAND BELONGS TO MR. DUBOIS, WHOSE HOUSE IS ON THE NOTCH ROAD,
 KV4219'WHICH WAS FORMERLY KNOWN AS THE OLD CRANSTOWN ROAD.  THE HILL HAS
 KV4219'AN ELEVATION OF ABOUT 600 FEET AND IS LOCALLY KNOWN AS
 KV4219'WEASEL MOUNTAIN.
 KV4219
 KV4219                          STATION RECOVERY (1932)
 KV4219
 KV4219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (FLG)
 KV4219'A THOROUGH SEARCH WAS MADE FOR THIS STATION AND THE ONE
 KV4219'ESTABLISHED IN 1833 BUT NEITHER COULD BE FOUND.
 KV4219
 KV4219                          STATION RECOVERY (1934)
 KV4219
 KV4219'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1934
 KV4219'THE LOCAL CONTROL SURVEY LOCATED SEVERAL MONUMENTS IN THE VICINITY
 KV4219'OF TRIANGULATION STATION WEASEL AND FROM THE COORDINATES AND
 KV4219'AZIMUTHS OF THE MONUMENTS A DEFINITE LOCATION OF THE STATION WAS
 KV4219'ESTABLISHED.  ACCORDING TO OUR SURVEY THE POINT WAS ON A RIM OF
 KV4219'ROCK ABOUT THREE FEET WIDE AT THE TOP AND DROPPING OFF 150 FEET
 KV4219'ON BOTH SIDES, THE TOP OF WHICH SHOWS EVERY INDICATION OF HAVING
 KV4219'BEEN BLASTED OFF, AND PROVES THAT THE STATION IS DEFINITELY
 KV4219'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4327 ***********************************************************************
 KV4327  DESIGNATION -  WECO
 KV4327  PID         -  KV4327
 KV4327  STATE/COUNTY-  NJ/HUDSON
 KV4327  USGS QUAD   -  JERSEY CITY (1981)
 KV4327
 KV4327                         *CURRENT SURVEY CONTROL
 KV4327  ___________________________________________________________________
 KV4327* NAD 83(1996)-  40 43 24.73008(N)    074 06 47.19462(W)     ADJUSTED  
 KV4327* NAVD 88     -        46.3    (meters)     152.     (feet)  GPS OBS   
 KV4327  ___________________________________________________________________
 KV4327  X           -   1,325,085.827 (meters)                     COMP
 KV4327  Y           -  -4,655,792.796 (meters)                     COMP
 KV4327  Z           -   4,139,213.101 (meters)                     COMP
 KV4327  LAPLACE CORR-           6.27  (seconds)                    DEFLEC99
 KV4327  ELLIP HEIGHT-          14.16  (meters)          (10/23/02) GPS OBS
 KV4327  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KV4327
 KV4327  HORZ ORDER  -  FIRST
 KV4327  ELLP ORDER  -  FOURTH    CLASS I
 KV4327
 KV4327.The horizontal coordinates were established by GPS observations
 KV4327.and adjusted by the National Geodetic Survey in May 1999..
 KV4327
 KV4327.The orthometric height was determined by GPS observations and a
 KV4327.high-resolution geoid model.
 KV4327
 KV4327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV4327
 KV4327.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4327
 KV4327.The ellipsoidal height was determined by GPS observations
 KV4327.and is referenced to NAD 83.
 KV4327
 KV4327.The geoid height was determined by GEOID03.
 KV4327
 KV4327;                    North         East     Units Scale Factor Converg.
 KV4327;SPC NJ       -   209,920.973   182,683.495   MT  0.99991314   +0 15 08.7
 KV4327;SPC NJ       -   688,715.73    599,354.10   sFT  0.99991314   +0 15 08.7
 KV4327;SPC NY E     -   209,920.973   182,683.495   MT  0.99991314   +0 15 08.7
 KV4327;SPC NY E     -   688,715.73    599,354.10   sFT  0.99991314   +0 15 08.7
 KV4327;SPC NY L     -    61,844.198   290,443.877   MT  0.99999733   -0 04 26.3
 KV4327;SPC NY L     -   202,900.51    952,897.95   sFT  0.99999733   -0 04 26.3
 KV4327;UTM  18      - 4,508,445.903   574,900.082   MT  0.99966905   +0 34 43.1
 KV4327
 KV4327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4327!SPC NJ       -   0.99999778  x   0.99991314  =   0.99991092
 KV4327!SPC NY E     -   0.99999778  x   0.99991314  =   0.99991092
 KV4327!SPC NY L     -   0.99999778  x   0.99999733  =   0.99999511
 KV4327!UTM  18      -   0.99999778  x   0.99966905  =   0.99966683
 KV4327
 KV4327                          SUPERSEDED SURVEY CONTROL
 KV4327
 KV4327  ELLIP H (05/14/99)   14.17   (m)                       GP(       ) 4 1
 KV4327  NAD 83(1996)-  40 43 24.73000(N)    074 06 47.19482(W) AD(       ) 1
 KV4327  NAD 83(1996)-  40 43 24.72898(N)    074 06 47.19590(W) AD(       ) 1
 KV4327  NAD 83(1992)-  40 43 24.72825(N)    074 06 47.19723(W) AD(       ) 1
 KV4327  NAD 83(1986)-  40 43 24.72829(N)    074 06 47.19708(W) AD(       ) 1
 KV4327  NAD 83(1986)-  40 43 24.72917(N)    074 06 47.19959(W) AD(       ) 1
 KV4327  NAD 27      -  40 43 24.36200(N)    074 06 48.68400(W) AD(       ) 1
 KV4327
 KV4327.Superseded values are not recommended for survey control.
 KV4327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4327.See file dsdata.txt to determine how the superseded data were derived.
 KV4327
 KV4327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7490008446(NAD 83)
 KV4327_MARKER: DS = TRIANGULATION STATION DISK
 KV4327_SETTING: 0 = UNSPECIFIED SETTING
 KV4327_STAMPING: WECO 1931
 KV4327_MARK LOGO: CGS   
 KV4327_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV4327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4327+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1992
 KV4327
 KV4327  HISTORY     - Date     Condition        Report By
 KV4327  HISTORY     - 1931     MONUMENTED       CGS
 KV4327  HISTORY     - 1931     GOOD             CGS
 KV4327  HISTORY     - 1933     GOOD             CGS
 KV4327  HISTORY     - 1933     GOOD             CGS
 KV4327  HISTORY     - 1959     SEE DESCRIPTION  CGS
 KV4327  HISTORY     - 19920820 GOOD             NJGS
 KV4327
 KV4327                          STATION DESCRIPTION
 KV4327
 KV4327'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4327'THIS STATION IS AT THE HEAD OF NEWARK BAY, BETWEEN THE MOUTHS
 KV4327'OF THE HACKENSACK AND PASSAIC RIVERS, ON THE KEARNY PENINSULA
 KV4327'APPROXIMATELY 1/4 MILE N OF KEARNY STATION (CENTRAL RAILROAD OF
 KV4327'NEW JERSEY) ON THE W SIDE OF CENTRAL AVENUE.  IT IS LOCATED IN
 KV4327'THE WESTERN ELECTRIC COMPANYS PLANT, AT 100 CENTRAL AVENUE,
 KV4327'ATOP THE EASTERN OF TWO PROMINENT SQUARE TOWERS (APPROXIMATELY
 KV4327'20 BY 20 METERS) RISING OUT OF THE MAIN BUILDING, A HUGE,
 KV4327'YELLOW BRICK FACTORY.  THE STATION IS ON THE FLAT CONCRETE
 KV4327'ROOF OF THE STAIR-HOUSE, A SMALL 5-FOOT SQUARE TOWER 7 FEET
 KV4327'HIGH CENTERED ON THE TOWER ROOF.
 KV4327'
 KV4327'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION
 KV4327'DISK STAMPED WECO-1931 CEMENTED IN A DRILL HOLE AND PROJECTING
 KV4327'1/2 INCH ABOVE THE TAR AND GRAVEL ROOFING.
 KV4327'
 KV4327'THREE STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE
 KV4327'CEMENTED IN DRILL HOLES AND SET FLUSH ATOP THE RED TERRA COTTA
 KV4327'PARAPET-COPINGS (APPROXIMATELY 2 FEET BELOW LEVEL OF STATION
 KV4327'MARK).
 KV4327'
 KV4327'DISTANCES TO THESE REFERENCE MARKS HAVE NOT YET BEEN
 KV4327'OBTAINED.  THE LARGE STEEL FLAGPOLE RISING ALONGSIDE THE
 KV4327'STAIR-HOUSE S SIDE WAS CONNECTED BY DIRECTION AND DISTANCE.  SEE
 KV4327'DESCRIPTION FOR E.  FLAGPOLE-(WECO).
 KV4327'
 KV4327'REFERENCE MEASUREMENTS WERE TAKEN, AS FOLLOWS--
 KV4327'
 KV4327'TO N VERTICAL EDGE OF STAIR-HOUSE COPPER FLASHING-0.790 METER.
 KV4327'
 KV4327'TO E VERTICAL EDGE OF STAIR-HOUSE COPPER FLASHING-0.789 METER.
 KV4327'
 KV4327'TO S VERTICAL EDGE OF STAIR-HOUSE COPPER FLASHING-0.778 METER.
 KV4327'
 KV4327'TO W VERTICAL EDGE OF STAIR-HOUSE COPPER FLASHING-0.790 METER.
 KV4327'
 KV4327'THERE IS SUFFICIENT ROOM AND EXCELLENT FOOTING FOR A CENTRAL
 KV4327'TRIPOD SET-UP.  AN OBSERVERS PLATFORM IS NOT NEEDED.
 KV4327'
 KV4327'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 KV4327
 KV4327                          STATION RECOVERY (1931)
 KV4327
 KV4327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 KV4327'RECOVERED IN GOOD CONDITION.
 KV4327
 KV4327                          STATION RECOVERY (1933)
 KV4327
 KV4327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4327'STATION RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED,
 KV4327'WITH THE FOLLOWING ADDITIONS--
 KV4327'
 KV4327'MEASUREMENTS TO REFERENCE MARKS WERE TAKEN AS FOLLOWS--
 KV4327'
 KV4327'CENTER TO NO. 1 12.28 METERS.
 KV4327'
 KV4327'CENTER TO NO. 2 9.48 METERS.
 KV4327'
 KV4327'CENTER TO NO. 3 9.43 METERS.
 KV4327
 KV4327                          STATION RECOVERY (1933)
 KV4327
 KV4327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JB)
 KV4327'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV4327'
 KV4327'ADDITIONAL INFORMATION TAKEN FROM H.C. WARWICKS 1933 RECONNAISSANCE
 KV4327'NOTES--
 KV4327'
 KV4327'THE DISTANCES TO THE REFERENCE MARKS AS GIVEN IN THE RECOVERY
 KV4327'NOTE OF R.W. WOODWORTH WERE FOUND TO BE ERRONEOUS.  THE
 KV4327'DIRECTIONS GIVEN BELOW ARE THE SAME AS THOSE STATED IN HIS
 KV4327'(R.W.W.S) RECOVERY NOTE.  THE DISTANCES ARE AS MEASURED IN THE
 KV4327'1933 RECOVERY OF H.C.W.
 KV4327
 KV4327                          STATION RECOVERY (1959)
 KV4327
 KV4327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JAW)
 KV4327'STATION SITE VISITED.  REFERENCE MARKS RECOVERED AS DESCRIBED
 KV4327'AND FOUND TO BE IN GOOD CONDITION.  THE STATION MARK IS NOW
 KV4327'UNDER A LAYER OF TAR.
 KV4327
 KV4327                          STATION RECOVERY (1992)
 KV4327
 KV4327'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 KV4327'THE STATION IS LOCATED IN THE CITY OF SOUTH KEARNY, ON A PENINSULA
 KV4327'CALLED KEARNY POINT, SITUATED BETWEEN THE PASSAIC RIVER TO THE WEST,
 KV4327'THE HACKENSACK RIVER TO THE EAST AND THE NEWARK BAY TO THE SOUTH. THE
 KV4327'STATION IS LOCATED ON THE TOP OF THE FLAT SQUARE ROOF OF THE SPIRAL
 KV4327'STAIRCASE LEADING TO THE ROOF OF THE EASTERLY OF TWO PROMINENT SQUARE
 KV4327'TOWERS FLANKING THE MAIN PORTION OF A LARGE YELLOW BRICK WAREHOUSE,
 KV4327'CURRENTLY OWNED BY THE RIVER TERMINAL DEVELOPMENT COMPANY, 100
 KV4327'CENTRAL AVENUE, BUILDING 30, SOUTH KEARNY, NEW JERSEY 07032 4696
 KV4327'PHONE  201 962 5755.  TO REACH THE STATION FROM INTERCHANGE 15E OF
 KV4327'THE NEW JERSEY TURNPIKE, GO EASTERLY ON U.S. HIGHWAY TRUCK 1 AND 9,
 KV4327'TOWARD BAYONNE AND JERSEY CITY TO THE CENTER OF THE STEEL VERTICAL
 KV4327'LIFT BRIDGE CARRYING U.S. HIGHWAYS TRUCK 1 AND 9 OVER THE PASSAIC
 KV4327'RIVER, CONTINUE 0.45 MI (0.72 KM) EAST ON U.S. HIGHWAYS TRUCK 1 AND 9
 KV4327'TO THE EXIT RAMP FOR CENTRAL AVENUE ON THE RIGHT.  TURN RIGHT AND GO
 KV4327'0.5 MI (0.8 KM) SOUTH ON CENTRAL AVENUE TO THE BUILDING AND THE TOWER
 KV4327'WITH THE STATION ON THE RIGHT.  TAKE MAIN ENTRANCE AND REPORT TO THE
 KV4327'RECEPTIONIST DESK ON THE SIXTH FLOOR TO GAIN ACCESS TO THE STATION.
 KV4327'PERMISSION TO OCCUPY THE STATION MUST BE OBTAINED FROM MR. MARTY
 KV4327'YTUARTE, PHONE 201 589 0063.  THE SPIRAL STAIRWAY LEADING TO THE ROOF
 KV4327'IS VERY NARROW, WHICH MAY HAMPER EQUIPMENT PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4032 ***********************************************************************
 KV4032  DESIGNATION -  WEEHAWKEN
 KV4032  PID         -  KV4032
 KV4032  STATE/COUNTY-  NJ/HUDSON
 KV4032  USGS QUAD   -  WEEHAWKEN (1995)
 KV4032
 KV4032                         *CURRENT SURVEY CONTROL
 KV4032  ___________________________________________________________________
 KV4032* NAD 83(1996)-  40 46 28.16757(N)    074 01 13.04793(W)     ADJUSTED  
 KV4032* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 KV4032  ___________________________________________________________________
 KV4032  LAPLACE CORR-           6.14  (seconds)                    DEFLEC99
 KV4032  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KV4032
 KV4032  HORZ ORDER  -  FIRST
 KV4032
 KV4032.The horizontal coordinates were established by classical geodetic methods
 KV4032.and adjusted by the National Geodetic Survey in September 1999..
 KV4032
 KV4032.The orthometric height was scaled from a topographic map.
 KV4032
 KV4032.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4032
 KV4032.The geoid height was determined by GEOID03.
 KV4032
 KV4032;                    North         East     Units Scale Factor Converg.
 KV4032;SPC NJ       -   215,617.613   190,493.665   MT  0.99992018   +0 18 47.9
 KV4032;SPC NJ       -   707,405.45    624,977.97   sFT  0.99992018   +0 18 47.9
 KV4032;SPC NY L     -    67,496.696   298,287.007   MT  0.99999577   -0 00 47.8
 KV4032;SPC NY L     -   221,445.41    978,629.96   sFT  0.99999577   -0 00 47.8
 KV4032;UTM  18      - 4,514,185.565   582,675.807   MT  0.99968413   +0 38 23.5
 KV4032
 KV4032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4032!SPC NJ       -   0.99999736  x   0.99992018  =   0.99991754
 KV4032!SPC NY L     -   0.99999736  x   0.99999577  =   0.99999313
 KV4032!UTM  18      -   0.99999736  x   0.99968413  =   0.99968149
 KV4032
 KV4032|---------------------------------------------------------------------|
 KV4032| PID    Reference Object                     Distance      Geod. Az  |
 KV4032|                                                           dddmmss.s |
 KV4032| CB6531 WEEHAWKEN RM 1                        9.310 METERS 02805     |
 KV4032| KU3994 CHRYSLER BUILDING                   APPROX. 4.6 KM 1234654.1 |
 KV4032| KV4036 WEEHAWKEN ECC 1933                    0.765 METERS 18002     |
 KV4032| CB6532 WEEHAWKEN RM 2                        9.106 METERS 30439     |
 KV4032|---------------------------------------------------------------------|
 KV4032
 KV4032                          SUPERSEDED SURVEY CONTROL
 KV4032
 KV4032  NAD 83(1996)-  40 46 28.16753(N)    074 01 13.04795(W) AD(       ) 1
 KV4032  NAD 83(1996)-  40 46 28.16686(N)    074 01 13.04880(W) AD(       ) 1
 KV4032  NAD 83(1992)-  40 46 28.16594(N)    074 01 13.04911(W) AD(       ) 1
 KV4032  NAD 83(1986)-  40 46 28.16841(N)    074 01 13.04966(W) AD(       ) 1
 KV4032  NAD 27      -  40 46 27.80500(N)    074 01 14.54100(W) AD(       ) 1
 KV4032
 KV4032.Superseded values are not recommended for survey control.
 KV4032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4032.See file dsdata.txt to determine how the superseded data were derived.
 KV4032
 KV4032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8267614186(NAD 83)
 KV4032_MARKER: N = NAIL
 KV4032_SETTING: 0 = UNSPECIFIED SETTING
 KV4032
 KV4032  HISTORY     - Date     Condition        Report By
 KV4032  HISTORY     - 1933     MONUMENTED       CGS
 KV4032  HISTORY     - 1969     GOOD             CGS
 KV4032  HISTORY     - 1971     GOOD             LOCENG
 KV4032  HISTORY     - 19911218 MARK NOT FOUND   NJGS
 KV4032
 KV4032                          STATION DESCRIPTION
 KV4032
 KV4032'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JB)
 KV4032'STATION IS LOCATED IN THE SE CORNER OF THE TOP OF THE BRICK TOWER
 KV4032'OF THE HACKENSACK WATER COMPANY ADJACENT TO THEIR OFFICE BUILDING
 KV4032'AT 624 PARK AVENUE, AT 41ST STREET, WEEHAWKEN, NEW JERSEY.
 KV4032'
 KV4032'STATION IS MARKED BY A NAIL DRIVEN IN THE TAR PAPER ROOF IN THE
 KV4032'SE CORNER OF THE TOP OF THE TOWER, 0.486 METER N OF THE INSIDE OF
 KV4032'THE S WALL AND 0.790 METER W OF THE INSIDE OF THE E WALL.
 KV4032'
 KV4032'A STANDARD TRIANGULATION DISK MARKED WEEHAWKEN ECC. WAS SET IN
 KV4032'TOP OF COPING 0.765 METER S OF THE STATION.
 KV4032'
 KV4032'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISKS SET IN TOP OF
 KV4032'COPING IN OPPOSITE CORNERS OF THE TOWER.
 KV4032
 KV4032                          STATION RECOVERY (1969)
 KV4032
 KV4032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EBK)
 KV4032'RECOVERED IN GOOD CONDITION AS DESCRIBED BY J.B.JR. IN 1933,
 KV4032'HOWEVER A DIFFERENCE OF 0.1 OF A FOOT WAS MEASURED TO THE 1933
 KV4032'ECC POINT.
 KV4032
 KV4032                          STATION RECOVERY (1971)
 KV4032
 KV4032'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (CHP)
 KV4032'RECOVERED BY POKORNY.
 KV4032'
 KV4032'FOUND AS DESCRIBED IN GOOD CONDITION
 KV4032'
 KV4032'SUSPECT NAIL IS NOT ORIGINAL BUT CHECKED VERY WELL TO REFERENCES.
 KV4032
 KV4032                          STATION RECOVERY (1991)
 KV4032
 KV4032'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991 (ECB)
 KV4032'THE STATION WAS NOT RECOVERED AT THIS TIME.  ACCESS TO THE TOWER SITE
 KV4032'WAS NOT AVAILABLE AT THIS DATE.  THE CURRENT OWNER OF THE BUILDING
 KV4032'COULD NOT BE DETERMINED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4108 ***********************************************************************
 KV4108  DESIGNATION -  WEEHAWKEN DIA LINES PIER K TK
 KV4108  PID         -  KV4108
 KV4108  STATE/COUNTY-  NJ/HUDSON
 KV4108  USGS QUAD   -  WEEHAWKEN (1995)
 KV4108
 KV4108                         *CURRENT SURVEY CONTROL
 KV4108  ___________________________________________________________________
 KV4108* NAD 83(1996)-  40 46 11.75815(N)    074 00 55.38336(W)     ADJUSTED  
 KV4108* NAVD 88     -                                                        
 KV4108  ___________________________________________________________________
 KV4108  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 KV4108  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KV4108
 KV4108  HORZ ORDER  -  THIRD
 KV4108
 KV4108.The horizontal coordinates were established by classical geodetic methods
 KV4108.and adjusted by the National Geodetic Survey in September 1999..
 KV4108
 KV4108
 KV4108.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4108
 KV4108.The geoid height was determined by GEOID03.
 KV4108
 KV4108;                    North         East     Units Scale Factor Converg.
 KV4108;SPC NJ       -   215,113.755   190,910.662   MT  0.99992059   +0 18 59.3
 KV4108;SPC NJ       -   705,752.38    626,346.06   sFT  0.99992059   +0 18 59.3
 KV4108;SPC NY L     -    66,990.431   298,701.157   MT  0.99999587   -0 00 36.2
 KV4108;SPC NY L     -   219,784.44    979,988.71   sFT  0.99999587   -0 00 36.2
 KV4108;UTM  18      - 4,513,684.210   583,095.570   MT  0.99968499   +0 38 34.8
 KV4108
 KV4108                          SUPERSEDED SURVEY CONTROL
 KV4108
 KV4108  NAD 83(1996)-  40 46 11.75813(N)    074 00 55.38340(W) AD(       ) 4
 KV4108  NAD 83(1996)-  40 46 11.75766(N)    074 00 55.38445(W) AD(       ) 4
 KV4108  NAD 83(1992)-  40 46 11.75685(N)    074 00 55.38519(W) AD(       ) 4
 KV4108  NAD 83(1986)-  40 46 11.76081(N)    074 00 55.38634(W) AD(       ) 4
 KV4108  NAD 27      -  40 46 11.39400(N)    074 00 56.87900(W) AD(       ) 3
 KV4108
 KV4108.Superseded values are not recommended for survey control.
 KV4108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4108.See file dsdata.txt to determine how the superseded data were derived.
 KV4108
 KV4108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8309613684(NAD 83)
 KV4108_MARKER: 53 = ELEVATED TANK
 KV4108
 KV4108  HISTORY     - Date     Condition        Report By
 KV4108  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4108
 KV4108                          STATION DESCRIPTION
 KV4108
 KV4108'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4108'THE TANK ON THE W SIDE OF THE HUDSON RIVER, IN WEEHAWKEN AT THE E
 KV4108'END OF HIGHWOOD AVENUE, RISING FROM THE WATERS EDGE AT THE SHORE
 KV4108'END OF THE AMERICAN DIAMOND LINES, PIER K.  IT IS AN ORDINARY-TYPE,
 KV4108'CONICAL-TOP, BLACK, STEEL WATER TANK SUPPORTED BY A STEEL
 KV4108'FRAMEWORK.
 KV4108'
 KV4108'THE STATION IS THE TANKS BALL-APEX, APPROXIMATELY 125 FEET ABOVE
 KV4108'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4036 ***********************************************************************
 KV4036  DESIGNATION -  WEEHAWKEN ECC 1933
 KV4036  PID         -  KV4036
 KV4036  STATE/COUNTY-  NJ/HUDSON
 KV4036  USGS QUAD   -  WEEHAWKEN (1995)
 KV4036
 KV4036                         *CURRENT SURVEY CONTROL
 KV4036  ___________________________________________________________________
 KV4036* NAD 83(1996)-  40 46 28.14276(N)    074 01 13.04795(W)     ADJUSTED  
 KV4036* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 KV4036  ___________________________________________________________________
 KV4036  LAPLACE CORR-           6.14  (seconds)                    DEFLEC99
 KV4036  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KV4036
 KV4036  HORZ ORDER  -  SECOND
 KV4036
 KV4036.The horizontal coordinates were established by classical geodetic methods
 KV4036.and adjusted by the National Geodetic Survey in September 1999..
 KV4036.No horizontal observational check was made to the station.
 KV4036
 KV4036.The orthometric height was scaled from a topographic map.
 KV4036
 KV4036.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4036
 KV4036.The geoid height was determined by GEOID03.
 KV4036
 KV4036;                    North         East     Units Scale Factor Converg.
 KV4036;SPC NJ       -   215,616.848   190,493.669   MT  0.99992018   +0 18 47.9
 KV4036;SPC NJ       -   707,402.94    624,977.98   sFT  0.99992018   +0 18 47.9
 KV4036;SPC NY L     -    67,495.931   298,287.007   MT  0.99999577   -0 00 47.8
 KV4036;SPC NY L     -   221,442.90    978,629.96   sFT  0.99999577   -0 00 47.8
 KV4036;UTM  18      - 4,514,184.800   582,675.815   MT  0.99968413   +0 38 23.5
 KV4036
 KV4036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4036!SPC NJ       -   0.99999736  x   0.99992018  =   0.99991754
 KV4036!SPC NY L     -   0.99999736  x   0.99999577  =   0.99999313
 KV4036!UTM  18      -   0.99999736  x   0.99968413  =   0.99968149
 KV4036
 KV4036:                Primary Azimuth Mark                     Grid Az
 KV4036:SPC NJ       -  ELDORADO                                 070 33 38.9
 KV4036:SPC NY L     -  ELDORADO                                 070 53 14.6
 KV4036:UTM  18      -  ELDORADO                                 070 14 03.3
 KV4036
 KV4036|---------------------------------------------------------------------|
 KV4036| PID    Reference Object                     Distance      Geod. Az  |
 KV4036|                                                           dddmmss.s |
 KV4036| KU4005 ELDORADO                            APPROX. 4.7 KM 0705226.8 |
 KV4036|---------------------------------------------------------------------|
 KV4036
 KV4036                          SUPERSEDED SURVEY CONTROL
 KV4036
 KV4036  NAD 83(1996)-  40 46 28.14272(N)    074 01 13.04797(W) AD(       ) 2
 KV4036  NAD 83(1996)-  40 46 28.14206(N)    074 01 13.04882(W) AD(       ) 2
 KV4036  NAD 83(1992)-  40 46 28.14113(N)    074 01 13.04913(W) AD(       ) 2
 KV4036  NAD 83(1986)-  40 46 28.14365(N)    074 01 13.04972(W) AD(       ) 2
 KV4036  NAD 27      -  40 46 27.78000(N)    074 01 14.54100(W) AD(       ) 2
 KV4036
 KV4036.Superseded values are not recommended for survey control.
 KV4036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4036.See file dsdata.txt to determine how the superseded data were derived.
 KV4036
 KV4036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8267614185(NAD 83)
 KV4036_MARKER: DS = TRIANGULATION STATION DISK
 KV4036_SETTING: 0 = UNSPECIFIED SETTING
 KV4036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4036
 KV4036  HISTORY     - Date     Condition        Report By
 KV4036  HISTORY     - 1933     MONUMENTED       CGS
 KV4036
 KV4036                          STATION DESCRIPTION
 KV4036
 KV4036'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KV4036'STATION IS LOCATED IN THE SE CORNER OF THE TOP OF THE BRICK TOWER
 KV4036'OF THE HACKENSACK WATER COMPANY ADJACENT TO THEIR OFFICE BUILDING
 KV4036'AT 624 PARK AVENUE, AT 41ST STREET, WEEHAWKEN, NEW JERSEY.
 KV4036'
 KV4036'WEEHAWKEN IS MARKED BY A NAIL DRIVEN IN THE TAR PAPER ROOF IN THE
 KV4036'SE CORNER OF THE TOP OF THE TOWER, 0.486 METER N OF THE INSIDE OF
 KV4036'THE S WALL AND 0.790 METER W OF THE INSIDE OF THE E WALL.
 KV4036'
 KV4036'A STANDARD TRIANGULATION DISK MARKED WEEHAWKEN ECC. WAS SET IN
 KV4036'TOP OF COPING 0.765 METER S OF STATION WEEHAWKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4105 ***********************************************************************
 KV4105  DESIGNATION -  WEEHAWKEN HACKENSACK WATER TWR
 KV4105  PID         -  KV4105
 KV4105  STATE/COUNTY-  NJ/HUDSON
 KV4105  USGS QUAD   -  WEEHAWKEN (1995)
 KV4105
 KV4105                         *CURRENT SURVEY CONTROL
 KV4105  ___________________________________________________________________
 KV4105* NAD 83(1996)-  40 46 28.53744(N)    074 01 13.16584(W)     ADJUSTED  
 KV4105* NAVD 88     -                                                        
 KV4105  ___________________________________________________________________
 KV4105  LAPLACE CORR-           6.14  (seconds)                    DEFLEC99
 KV4105  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KV4105
 KV4105  HORZ ORDER  -  THIRD
 KV4105
 KV4105.The horizontal coordinates were established by classical geodetic methods
 KV4105.and adjusted by the National Geodetic Survey in September 1999..
 KV4105
 KV4105
 KV4105.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4105
 KV4105.The geoid height was determined by GEOID03.
 KV4105
 KV4105;                    North         East     Units Scale Factor Converg.
 KV4105;SPC NJ       -   215,629.007   190,490.838   MT  0.99992017   +0 18 47.8
 KV4105;SPC NJ       -   707,442.83    624,968.69   sFT  0.99992017   +0 18 47.8
 KV4105;SPC NY L     -    67,508.106   298,284.245   MT  0.99999576   -0 00 47.9
 KV4105;SPC NY L     -   221,482.84    978,620.89   sFT  0.99999576   -0 00 47.9
 KV4105;UTM  18      - 4,514,196.940   582,672.915   MT  0.99968412   +0 38 23.5
 KV4105
 KV4105                          SUPERSEDED SURVEY CONTROL
 KV4105
 KV4105  NAD 83(1996)-  40 46 28.53744(N)    074 01 13.16585(W) AD(       ) 4
 KV4105  NAD 83(1996)-  40 46 28.53706(N)    074 01 13.16669(W) AD(       ) 4
 KV4105  NAD 83(1992)-  40 46 28.53610(N)    074 01 13.16715(W) AD(       ) 4
 KV4105  NAD 83(1986)-  40 46 28.53972(N)    074 01 13.16858(W) AD(       ) 4
 KV4105  NAD 27      -  40 46 28.17200(N)    074 01 14.66100(W) AD(       ) 3
 KV4105
 KV4105.Superseded values are not recommended for survey control.
 KV4105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4105.See file dsdata.txt to determine how the superseded data were derived.
 KV4105
 KV4105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8267314197(NAD 83)
 KV4105_MARKER: 54 = WATER TOWER
 KV4105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4105+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2004
 KV4105
 KV4105  HISTORY     - Date     Condition        Report By
 KV4105  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4105  HISTORY     - 1936     GOOD             CGS
 KV4105  HISTORY     - 20041010 GOOD             GEOCAC
 KV4105
 KV4105                          STATION DESCRIPTION
 KV4105
 KV4105'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4105'STATION IS THE TOWER, W OF THE HUDSON RIVER, IN UNION CITY ON THE
 KV4105'NE SIDE OF PETERS STREET BETWEEN PARK AND HUDSON AVENUES, ATOP THE
 KV4105'BUILDING OF THE WILLIAM PETER BREWING COMPANY, RISING FROM THE S
 KV4105'SIDE OF THIS 5-STORY STRUCTURE.  IT IS A SQUARE, RED-BRICK TOWER.
 KV4105'
 KV4105'THE STATION IS THE TOWERS TOP-CENTER.
 KV4105'
 KV4105'NOTE--POSITION DETERMINED IS OF WEEHAWKEN, HACKENSACK WATER
 KV4105'COMPANY, TOWER ON NE CORNER MAIN TOWER.
 KV4105
 KV4105                          STATION RECOVERY (1936)
 KV4105
 KV4105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (RCB)
 KV4105'THE STATION WAS RECOVERED IN THE FIELD AS DESCRIBED IN ACCORDANCE
 KV4105'WITH THE ORIGINAL DESCRIPTION.  HOWEVER, THIS DESCRIBED STATION IS
 KV4105'NOT THE STATION WHICH WAS OBSERVED UPON, AS WAS DETERMINED IN
 KV4105'CONDUCTING THE RADIAL PLOT FOR AIR-PHOTO COMPILATIONS.  THE
 KV4105'GEOGRAPHIC POSITION PLACES THIS STATION ON THE TOWER OF THE
 KV4105'HACKENSACK WATER COMPANY, JUST TO THE N OF THE WEEHAWKEN WATER
 KV4105'RESERVOIR NO.1.  THE TOWER IS AT THE FOOT OF 41ST STREET ON THE
 KV4105'E SIDE OF PARK AVENUE.  THE STATION IS NOT THE TOWERS TOP
 KV4105'CENTER AS DESCRIBED, BUT IS THE TALLER TOWER RISING FROM THE N
 KV4105'CORNER OF THE MAIN TOWER.
 KV4105'
 KV4105'THIS ERROR WAS DISCOVERED IN THE PROCESS OF COMPILING AIR-PHOTO
 KV4105'COMPILATION, REGISTER NUMBER T-5449, ON WHICH IT IS
 KV4105'SHOWN.  TRIANGULATION STATION WEEHAWKEN 1933 IS LOCATED ON THE S
 KV4105'CORNER OF THIS SAME MAIN TOWER.
 KV4105
 KV4105                          STATION RECOVERY (2004)
 KV4105
 KV4105'RECOVERY NOTE BY GEOCACHING 2004 (PR)
 KV4105'ON PARK AVENUA T 41 ST IN WEHAWKEN, NJ.  THE BREWERY IS GONE.  THE
 KV4105'RESRVOIR IS GONE.  THE WATER TOWER STILL STANDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4725 ***********************************************************************
 KV4725  DESIGNATION -  WEIDERMAYER CHIMNEY
 KV4725  PID         -  KV4725
 KV4725  STATE/COUNTY-  NJ/ESSEX
 KV4725  USGS QUAD   -  ELIZABETH (1995)
 KV4725
 KV4725                         *CURRENT SURVEY CONTROL
 KV4725  ___________________________________________________________________
 KV4725* NAD 83(1996)-  40 43 50.58669(N)    074 09 08.15073(W)     ADJUSTED  
 KV4725* NAVD 88     -                                                        
 KV4725  ___________________________________________________________________
 KV4725  LAPLACE CORR-           5.94  (seconds)                    DEFLEC99
 KV4725  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KV4725
 KV4725  HORZ ORDER  -  THIRD
 KV4725
 KV4725.The horizontal coordinates were established by classical geodetic methods
 KV4725.and adjusted by the National Geodetic Survey in September 1999..
 KV4725
 KV4725
 KV4725.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4725
 KV4725.The geoid height was determined by GEOID03.
 KV4725
 KV4725;                    North         East     Units Scale Factor Converg.
 KV4725;SPC NJ       -   210,704.656   179,372.662   MT  0.99991062   +0 13 36.8
 KV4725;SPC NJ       -   691,286.86    588,491.81   sFT  0.99991062   +0 13 36.8
 KV4725;SPC NY L     -    62,646.800   287,137.281   MT  0.99999706   -0 05 58.5
 KV4725;SPC NY L     -   205,533.71    942,049.56   sFT  0.99999706   -0 05 58.5
 KV4725;UTM  18      - 4,509,210.533   571,585.656   MT  0.99966307   +0 33 11.4
 KV4725
 KV4725                          SUPERSEDED SURVEY CONTROL
 KV4725
 KV4725  NAD 83(1996)-  40 43 50.58658(N)    074 09 08.15096(W) AD(       ) 4
 KV4725  NAD 83(1986)-  40 43 50.58522(N)    074 09 08.15425(W) AD(       ) 4
 KV4725  NAD 27      -  40 43 50.22000(N)    074 09 09.64000(W) AD(       ) 3
 KV4725
 KV4725.Superseded values are not recommended for survey control.
 KV4725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4725.See file dsdata.txt to determine how the superseded data were derived.
 KV4725
 KV4725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7158609211(NAD 83)
 KV4725_MARKER: 85 = CHIMNEY
 KV4725
 KV4725  HISTORY     - Date     Condition        Report By
 KV4725  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4725
 KV4725                          STATION DESCRIPTION
 KV4725
 KV4725'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5299 ***********************************************************************
 KV5299  DESIGNATION -  WEINBERG RESET
 KV5299  PID         -  KV5299
 KV5299  STATE/COUNTY-  NJ/MONMOUTH
 KV5299  USGS QUAD   -  ADELPHIA (1981)
 KV5299
 KV5299                         *CURRENT SURVEY CONTROL
 KV5299  ___________________________________________________________________
 KV5299* NAD 83(1996)-  40 12 18.42401(N)    074 16 58.40004(W)     ADJUSTED  
 KV5299* NAVD 88     -        33.     (meters)     108.     (feet)  SCALED    
 KV5299  ___________________________________________________________________
 KV5299  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 KV5299  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV5299
 KV5299  HORZ ORDER  -  FIRST
 KV5299
 KV5299.The horizontal coordinates were established by classical geodetic methods
 KV5299.and adjusted by the National Geodetic Survey in September 1999..
 KV5299
 KV5299.The orthometric height was scaled from a topographic map.
 KV5299
 KV5299.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5299
 KV5299.The geoid height was determined by GEOID03.
 KV5299
 KV5299;                    North         East     Units Scale Factor Converg.
 KV5299;SPC NJ       -   152,310.317   168,482.520   MT  0.99990420   +0 08 24.5
 KV5299;SPC NJ       -   499,704.77    552,763.07   sFT  0.99990420   +0 08 24.5
 KV5299;UTM  18      - 4,450,770.236   561,029.108   MT  0.99964585   +0 27 46.5
 KV5299
 KV5299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5299!SPC NJ       -   0.99999996  x   0.99990420  =   0.99990416
 KV5299!UTM  18      -   0.99999996  x   0.99964585  =   0.99964581
 KV5299
 KV5299|---------------------------------------------------------------------|
 KV5299| PID    Reference Object                     Distance      Geod. Az  |
 KV5299|                                                           dddmmss.s |
 KV5299| CB6533 WEINBERG RM 1                        15.666 METERS 07227     |
 KV5299| KV5296 FORT PLAINS RESET                   APPROX. 4.0 KM 1093212.8 |
 KV5299| CB6534 WEINBERG RM 2                        18.687 METERS 18704     |
 KV5299| CB6535 WEINBERG RM 3                         6.182 METERS 29555     |
 KV5299|---------------------------------------------------------------------|
 KV5299
 KV5299                          SUPERSEDED SURVEY CONTROL
 KV5299
 KV5299  NAD 83(1986)-  40 12 18.42318(N)    074 16 58.39623(W) AD(       ) 1
 KV5299  NAD 27      -  40 12 18.02000(N)    074 16 59.87000(W) AD(       ) 1
 KV5299
 KV5299.Superseded values are not recommended for survey control.
 KV5299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5299.See file dsdata.txt to determine how the superseded data were derived.
 KV5299
 KV5299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6102950770(NAD 83)
 KV5299_MARKER: DS = TRIANGULATION STATION DISK
 KV5299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5299
 KV5299  HISTORY     - Date     Condition        Report By
 KV5299  HISTORY     - 1935     MONUMENTED       CGS
 KV5299  HISTORY     - 1944     GOOD             CGS
 KV5299  HISTORY     - 1977     SEE DESCRIPTION  NGS
 KV5299
 KV5299                          STATION DESCRIPTION
 KV5299
 KV5299'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KV5299'THE STATION IS 3.7 MILES AIRLINE SOUTHEAST OF FREEHOLD, ON THE
 KV5299'PROPERTY OF THE HEIRS OF THE WEINBERG ESTATE WHO LIVE IN NEW
 KV5299'YORK CITY, ON THE TOP OF A THICKLY WOODED HILL, ON THE EASTERN
 KV5299'PART OF THE TOP, 15 PACES WEST-SOUTHWEST OF A 20-INCH OAK TREE
 KV5299'WITH A TRIANGULAR BLAZE, AND 3 PACES SOUTHEAST OF AN 8-INCH OAK
 KV5299'TREE WITH A TRIANGULAR BLAZE.  THE MARK PROJECTS 2 INCHES AND
 KV5299'IS STAMPED WEINBERG 1935.
 KV5299'
 KV5299'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND
 KV5299'U.S. HIGHWAY 9 IN LAKEWOOD, GO NORTHWARD ON U.S. HIGHWAY 9 AND
 KV5299'STATE HIGHWAY 4 FOR 9.7 MILES TO A REVERSE Y-ROAD AND TO A
 KV5299'T-MACADAM ROAD LEFT (SIGN ON LEFT SMITHBURG 5, ALLENTOWN 18,
 KV5299'TRENTON 28), TURN LEFT FOR 0.2 MILE TO A TRAFFIC LIGHT AT A
 KV5299'MACADAM CROSS ROAD, (THIS POINT CAN BE REACHED FROM FREEHOLD BY
 KV5299'GOING SOUTH ON U.S. HIGHWAY 9 FOR 3.2 MILES TO THE FREEHOLD
 KV5299'NURSERY GREENHOUSE ON THE LEFT OPPOSITE A MACADAM T-ROAD
 KV5299'RIGHT, TURN RIGHT ON THE MACADAM ROAD FOR 0.15 MILE TO A
 KV5299'TRAFFIC LIGHT AT A CROSS ROAD), HERE TURN LEFT OR KEEP AHEAD
 KV5299'RESPECTIVELY FOR 0.3 MILE TO A DIRT CROSS ROAD (A WHITE
 KV5299'2-STORY HOUSE IN NORTHWEST ANGLE AND SERVICE STATION
 KV5299'IN SOUTHWEST ANGLE), HERE TURN RIGHT UP A GRADE FOR 0.05
 KV5299'MILE TO A VERY DIM WOODS ROAD LEFT, TURN LEFT ON WOODS ROAD
 KV5299'FOR 0.05 MILE TO THE TOP OF THE HILL AND THE STATION.
 KV5299'
 KV5299'REFERENCE MARK NO.1 IS 15.670 METERS (51.41 FEET) EAST-SOUTHEAST
 KV5299'OF THE STATION, 6 PACES NORTHWEST OF A CROOKED 20-INCH OAK TREE,
 KV5299'5 PACES SOUTH OF A 24-INCH OAK TREE, AND 2 PACES WEST-SOUTHWEST
 KV5299'OF A LEANING 12-INCH DEAD TREE.  THE MARK PROJECTS 6 INCHES AND IS
 KV5299'STAMPED WEINBERG NO 1 1935.
 KV5299'
 KV5299'REFERENCE MARK NO.2 IS 18.680 METERS (61.28 FEET) SOUTHWEST
 KV5299'OF THE STATION, 7 PACES NORTHWEST OF THE NORTHWEST EDGE OF AN
 KV5299'EXCAVATION, 6 PACES NORTH-NORTHEAST OF THE NORTH EDGE OF
 KV5299'ANOTHER EXCAVATION, AND 3 PACES WEST OF A TRIPLE OAK
 KV5299'TREE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED
 KV5299'WEINBERG NO 2 1935.
 KV5299'
 KV5299'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS
 KV5299'28.96 METERS (95.01 FEET).
 KV5299'
 KV5299'NO AZIMUTH MARK WAS SET AS A DENSE GROWTH OF TREES AROUND THE
 KV5299'STATION PREVENTED ONE FROM BEING VISIBLE FROM THE GROUND.
 KV5299'
 KV5299'A 64-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 KV5299
 KV5299                          STATION RECOVERY (1944)
 KV5299
 KV5299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (LGS)
 KV5299'THE STATION WAS RECOVERED AS DESCRIBED IN 1935 BY J.B.JR. AND
 KV5299'ALL MARKS WERE FOUND IN GOOD CONDITION.  SOME OF THE
 KV5299'TRIANGULAR-BLAZED TREES MENTIONED IN THE 1935 DESCRIPTION WERE
 KV5299'NOT FOUND.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 KV5299'
 KV5299'STATION IS LOCATED ABOUT 3.7 MILES S (AIRLINE) OF THE VILLAGE
 KV5299'OF FREEHOLD, ON THE PROPERTY OF THE HEIRS OF THE WEINBERG
 KV5299'ESTATE WHO LIVE IN NEW YORK CITY.  STATION IS ON THE E SECTION
 KV5299'OF A RATHER FLAT, THICKLY WOODED HILL, 46 FEET SW OF A
 KV5299'TRIANGULAR-BLAZED 16-INCH OAK TREE.
 KV5299'
 KV5299'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE.  IT IS
 KV5299'STAMPED WEINBERG 1935 AND PROJECTS 2 INCHES.  UNDERGROUND MARK
 KV5299'IS A BRONZE STATION DISK SET IN CONCRETE.
 KV5299'
 KV5299'REFERENCE MARK 1 IS 15.661 METERS (51.38 FEET) ESE OF THE
 KV5299'STATION, 62 FEET S OF A TRIANGULAR-BLAZED 16-IN. OAK TREE, ABOUT
 KV5299'2 FEET LOWER IN ELEVATION THAN THE STATION MARK.  IT IS A
 KV5299'BRONZE REFERENCE DISK STAMPED WEINBERG NO 1 1935, SET IN
 KV5299'CONCRETE, AND PROJECTS 5 INCHES.
 KV5299'
 KV5299'REFERENCE MARK 2 IS 18.687 METERS (61.31 FEET) SW OF THE
 KV5299'STATION, 6 FEET N OF A TRIANGULAR-BLAZED 7-IN. OAK TREE ABOUT
 KV5299'1 FOOT HIGHER IN ELEVATION THAN THE STATION MARK.  IT IS A
 KV5299'BRONZE REFERENCE DISK STAMPED WEINBERG NO 2 1935, SET IN
 KV5299'CONCRETE, AND PROJECTS 5 INCHES.
 KV5299'
 KV5299'AZIMUTH MARK WAS NOT ESTABLISHED DUE TO THE HEAVY GROWTH OF
 KV5299'TIMBER AT THE STATION.
 KV5299'
 KV5299'TO REACH THE STATION FROM THE RAILROAD CROSSING ON U.S. HIGHWAY
 KV5299'9 IN THE VILLAGE OF FREEHOLD, GO S ON U.S. HIGHWAY 9
 KV5299'FOR 3.2 MILES TO A MACADAM T ROAD ON THE RIGHT AND THE FREEHOLD
 KV5299'NURSERY GREENHOUSE ON THE LEFT.  HERE TURN RIGHT AND
 KV5299'GO 0.15 MILE TO A TRAFFIC LIGHT AT A CROSS ROAD.  CONTINUE
 KV5299'STRAIGHT AHEAD FOR 1.25 MILES TO A CROSS ROAD.  HERE TURN RIGHT
 KV5299'AND GO 0.05 MILE TO A DIM WOODS ROAD LEFT.  FROM THE DIM WOODS
 KV5299'ROAD LEFT, TURN LEFT AND FOLLOW IN A NW DIRECTION FOR 0.05
 KV5299'MILE TO A 16-INCH TRIANGULAR BLAZED OAK TREE ON THE LEFT AND THE
 KV5299'STATION.
 KV5299'
 KV5299'OBSERVATIONS MADE FROM A 64-FOOT STEEL TOWER.
 KV5299
 KV5299                          STATION RECOVERY (1977)
 KV5299
 KV5299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KV5299'THERE IS NO PLACE VISIBLE FROM THE GROUND TO SET AN AZIMUTH MARK.
 KV5299'
 KV5299'THE STATION SURFACE MARK AND REFERENCE MARK 2 WERE DESTROYED
 KV5299'BY THE CONSTRUCTION OF A LARGE WATER TANK.  REFERENCE MARK 1
 KV5299'WAS NOT DISTURBED BY THE CONSTRUCTION.  THE STATION
 KV5299'SUB-SURFACE DISK WAS FOUND IN GOOD CONDITION ABOUT 3 FEET BELOW
 KV5299'THE SURFACE AND ABOUT 1 FOOT INTO THE HARD DIRT IN THE AREA,
 KV5299'THE TOP TWO FEET HAS BEEN BLADED AWAY AND THEN RETURNED AFTER
 KV5299'THE CONSTRUCTION WAS COMPLETED.  A NEW REFERENCE MARK 3 AND A
 KV5299'NEW STATION SURFACE DISK WAS SET.  A LONGER DISTANCE OF 0.02
 KV5299'FOOT OR 0.005 METER WAS NOTED TO REFERENCE MARK 1.
 KV5299'
 KV5299'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 KV5299'
 KV5299'THE STATION IS LOCATED ON A LOW HILL ABOUT 5 AIRLINE MILES
 KV5299'SOUTH OF FREEHOLD, 2 MILES SOUTHWEST OF ADELPHIA AND ON
 KV5299'PROPERTY OWNED BY THE FREEHOLD TOWNSHIP WATER DEPARTMENT.
 KV5299'
 KV5299'TO REACH FROM THE TRAFFIC CIRCLE AT THE INTERSECTION OF
 KV5299'U.S. HIGHWAY 9 AND STATE HIGHWAY 33 IN THE SOUTH PART OF FREEHOLD,
 KV5299'GO SOUTH ON U.S. HIGHWAY 9 FOR 4.35 MILES TO A
 KV5299'CROSSROADS.  TURN RIGHT AND GO WEST ON BERGERVILLE ROAD FOR
 KV5299'1.35 MILES TO A CROSSROADS.  CONTINUE STRAIGHT AHEAD AND GO
 KV5299'WEST ON BERGERVILLE ROAD FOR 0.1 MILE TO A SIDE ROAD
 KV5299'LEFT.  TURN LEFT AND GO SOUTHWEST AND WEST ON A PAVED ROAD FOR
 KV5299'0.05 MILE TO THE TOP OF THE HILL AT THE WATER TANK AND THE
 KV5299'STATION.
 KV5299'
 KV5299'THE STATION SURFACE DISK IS STAMPED WEINBURG 1935 1977, SET
 KV5299'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 KV5299'1-INCH BELOW THE SURFACE.  THE SUB-SURFACE DISK IS STAMPED
 KV5299'WEINBURG 1935, SET IN THE TOP OF A 8-INCH ROUND MASS OF
 KV5299'CONCRETE WHICH IS 36-INCHES BELOW THE SURFACE.  THEY ARE 35
 KV5299'FEET NORTH OF THE CENTER OF THE GATE LEADING TO THE WATER
 KV5299'TANK, 21.7 FEET EAST OF THE EAST SIDE OF THE WATER TANK, 6.8
 KV5299'FEET WEST OF THE EAST SIDE OF THE FENCE SURROUNDING THE WATER
 KV5299'TANK AND 6.4 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A
 KV5299'CONCRETE PLATFORM.
 KV5299'
 KV5299'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WEINBURG NO 1
 KV5299'1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 KV5299'WHICH PROJECTS 2-INCHES. IT IS 74 FEET NORTHEAST OF THE GATE,
 KV5299'69 FEET NORTHEAST OF THE EAST SIDE OF THE FENCE AND 38 FEET
 KV5299'NORTHEAST OF THE EAST SIDE OF THE WATER TANK.  (NOTE 11A)
 KV5299'
 KV5299'REFERENCE MARK 3 IS A STANDARD DISK STAMPED WEINBURG 1935
 KV5299'NO 3 1977, CEMENTED IN A DRILL HOLE IN THE NORTH PART OF THE
 KV5299'CONCRETE PLATFORM AND IT PROJECTS 14-INCHES ABOVE THE GROUND.  IT
 KV5299'IS 42.5 FEET NORTHWEST OF THE GATE, 27 FEET WEST OF THE
 KV5299'FENCE, 14.3 FEET WEST OF THE NORTHEAST CORNER OF THE PLATFORM,
 KV5299'1.9 FEET EAST OF THE EAST SIDE OF THE WATER TANK AND 0.5 FOOT
 KV5299'SOUTH OF THE NORTH EDGE OF THE PLATFORM.  (NOTE DESCRIBED)
 KV5299'
 KV5299'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KV5299'2 MILES SW OF ADELPHIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3713 ***********************************************************************
 KV3713  DESIGNATION -  WELLS 2
 KV3713  PID         -  KV3713
 KV3713  STATE/COUNTY-  NJ/BURLINGTON
 KV3713  USGS QUAD   -  FRANKFORD (1997)
 KV3713
 KV3713                         *CURRENT SURVEY CONTROL
 KV3713  ___________________________________________________________________
 KV3713* NAD 83(1996)-  40 01 08.92986(N)    075 00 16.73006(W)     ADJUSTED  
 KV3713* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV3713  ___________________________________________________________________
 KV3713  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 KV3713  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV3713
 KV3713  HORZ ORDER  -  SECOND
 KV3713
 KV3713.The horizontal coordinates were established by classical geodetic methods
 KV3713.and adjusted by the National Geodetic Survey in September 1999..
 KV3713
 KV3713.The orthometric height was scaled from a topographic map.
 KV3713
 KV3713.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3713
 KV3713.The geoid height was determined by GEOID03.
 KV3713
 KV3713;                    North         East     Units Scale Factor Converg.
 KV3713;SPC NJ       -   131,762.192   106,922.475   MT  0.99992284   -0 19 28.3
 KV3713;SPC NJ       -   432,289.79    350,794.82   sFT  0.99992284   -0 19 28.3
 KV3713;SPC PA S     -    79,791.723   834,330.136   MT  0.99998769   +1 46 52.2
 KV3713;SPC PA S     -   261,783.34  2,737,298.12   sFT  0.99998769   +1 46 52.2
 KV3713;UTM  18      - 4,429,882.383   499,603.424   MT  0.99960000   -0 00 10.8
 KV3713
 KV3713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3713!SPC NJ       -   1.00000505  x   0.99992284  =   0.99992789
 KV3713!SPC PA S     -   1.00000505  x   0.99998769  =   0.99999274
 KV3713!UTM  18      -   1.00000505  x   0.99960000  =   0.99960505
 KV3713
 KV3713:                Primary Azimuth Mark                     Grid Az
 KV3713:SPC NJ       -  TORRESDALE ROUND HOUSE CUPOLA            006 38 18.3
 KV3713:SPC PA S     -  TORRESDALE ROUND HOUSE CUPOLA            004 31 57.8
 KV3713:UTM  18      -  TORRESDALE ROUND HOUSE CUPOLA            006 19 00.8
 KV3713
 KV3713|---------------------------------------------------------------------|
 KV3713| PID    Reference Object                     Distance      Geod. Az  |
 KV3713|                                                           dddmmss.s |
 KV3713| KV3700 TORRESDALE ROUND HOUSE CUPOLA       APPROX. 1.9 KM 0061850.0 |
 KV3713| KV5724 TORRESDALE EDEN HALL CLOCKTWR       APPROX. 4.0 KM 0172705.4 |
 KV3713| CB5144 WELLS 2 RM 1                         13.992 METERS 13016     |
 KV3713| CB5145 WELLS 2 RM 2                         12.409 METERS 22708     |
 KV3713| CB5146 WELLS 2 RM 3                         89.842 METERS 22802     |
 KV3713| KV3690 KEYSTONE RESET                      APPROX. 2.2 KM 2740813.9 |
 KV3713| KV3692 TACONY DELANEY TANK                 APPROX. 2.1 KM 2852212.6 |
 KV3713| KV3694 HOLMESBURG SIGNATUR HOSIERY TK      APPROX. 2.3 KM 3130117.6 |
 KV3713| KV3682 TORRESDALE FILTER PLANT CUPOLA      APPROX. 2.2 KM 3520335.6 |
 KV3713|---------------------------------------------------------------------|
 KV3713
 KV3713                          SUPERSEDED SURVEY CONTROL
 KV3713
 KV3713  NAD 83(1991)-  40 01 08.92739(N)    075 00 16.73194(W) AD(       ) 2
 KV3713  NAD 83(1986)-  40 01 08.92718(N)    075 00 16.73213(W) AD(       ) 2
 KV3713  NAD 27      -  40 01 08.52400(N)    075 00 18.11700(W) AD(       ) 2
 KV3713
 KV3713.Superseded values are not recommended for survey control.
 KV3713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3713.See file dsdata.txt to determine how the superseded data were derived.
 KV3713
 KV3713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9960329882(NAD 83)
 KV3713
 KV3713  HISTORY     - Date     Condition        Report By
 KV3713  HISTORY     - 1911     MONUMENTED       CGS
 KV3713  HISTORY     - 1935     GOOD             CGS
 KV3713  HISTORY     - 1946     GOOD             CGS
 KV3713  HISTORY     - 19900614 MARK NOT FOUND   NJGS
 KV3713
 KV3713                          STATION DESCRIPTION
 KV3713
 KV3713'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (SF)
 KV3713'NO TEXT
 KV3713
 KV3713                          STATION RECOVERY (1935)
 KV3713
 KV3713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV3713'STATION IS 1 MILE NE OF RIVERTON AT GUN CLUB, ABOUT 0.35 MILE
 KV3713'N VIA REED STREET AND FARM ROAD FROM INTERSECTION OF REED
 KV3713'STREET AND RIVER ROAD.  AT RIGHT-ANGLE BEND IF EARTHEN LEVEE,
 KV3713'10 METERS NW OF TREE, 16.32 METERS NE OF ANOTHER TREE, AND
 KV3713'23.23 METERS NW OF THIRD TREE.
 KV3713'
 KV3713'REMARKED.
 KV3713'
 KV3713'REFERENCE MARK NO.1 IS A NAIL CEMENTED IN A TILE PIPE SURROUNDED
 KV3713'BY CONCRETE.
 KV3713'
 KV3713'REFERENCE MARK NO.2 IS THE AXIS OF THE REMAINS OF A TILE PIPE
 KV3713'ON LEVEE SW OF STATION.
 KV3713'
 KV3713'NEW REFERENCE MARK NO.3 IS STANDARD TABLET IN TOP OF SW END
 KV3713'STONE WALL, 96.6 METERS NE OF NE END OF CONCRETE STEPS IN SEA
 KV3713'WALL IN FRONT OF A 2-STORY HOUSE.
 KV3713'
 KV3713'MAIN SCHEME STATION.  ELEVATION OF SIGNAL, 1.5 METERS.
 KV3713
 KV3713                          STATION RECOVERY (1946)
 KV3713
 KV3713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 KV3713'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 KV3713'CONDITION.  DISTANCES TO REFERENCE MARKS WERE MEASURED AND
 KV3713'FOUND TO BE CORRECT.  THE ORIGINAL 1911 AND 1935 RECOVERY NOTES
 KV3713'ARE ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES--
 KV3713'
 KV3713'1.  REED STREET TO BELLEVUE AVENUE.
 KV3713'
 KV3713'2.  REFERENCE MARK 3 HAS BEEN DESTROYED.
 KV3713'
 KV3713'3.  ADD STATION IS A STANDARD DISK STAMPED WELLS 2 1911-1935
 KV3713'AND SET IN 12-INCH CONCRETE MONUMENT, AND IS FLUSH WITH GROUND.
 KV3713
 KV3713                          STATION RECOVERY (1990)
 KV3713
 KV3713'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV3713'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV3713'SEARCH BY A ONE MAN PARTY.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3098 ***********************************************************************
 JU3098  DESIGNATION -  WENONAH MUNICIPAL STANDPIPE
 JU3098  PID         -  JU3098
 JU3098  STATE/COUNTY-  NJ/GLOUCESTER
 JU3098  USGS QUAD   -  WOODBURY (1995)
 JU3098
 JU3098                         *CURRENT SURVEY CONTROL
 JU3098  ___________________________________________________________________
 JU3098* NAD 83(1996)-  39 47 43.16680(N)    075 08 59.26789(W)     ADJUSTED  
 JU3098* NAVD 88     -                                                        
 JU3098  ___________________________________________________________________
 JU3098  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 JU3098  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU3098
 JU3098  HORZ ORDER  -  THIRD
 JU3098
 JU3098.The horizontal coordinates were established by classical geodetic methods
 JU3098.and adjusted by the National Geodetic Survey in September 1999..
 JU3098
 JU3098
 JU3098.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3098
 JU3098.The geoid height was determined by GEOID03.
 JU3098
 JU3098;                    North         East     Units Scale Factor Converg.
 JU3098;SPC NJ       -   106,992.948    94,351.391   MT  0.99993811   -0 24 57.3
 JU3098;SPC NJ       -   351,026.03    309,551.19   sFT  0.99993811   -0 24 57.3
 JU3098;SPC PA S     -    54,575.692   822,676.182   MT  1.00002445   +1 41 13.2
 JU3098;SPC PA S     -   179,053.75  2,699,063.44   sFT  1.00002445   +1 41 13.2
 JU3098;SPC DE       -   199,338.375   222,856.857   MT  1.00000143   +0 10 14.9
 JU3098;SPC DE       -   653,995.99    731,156.21   sFT  1.00000143   +0 10 14.9
 JU3098;UTM  18      - 4,405,051.329   487,175.307   MT  0.99960202   -0 05 45.2
 JU3098
 JU3098                          SUPERSEDED SURVEY CONTROL
 JU3098
 JU3098  NAD 83(1991)-  39 47 43.16438(N)    075 08 59.26905(W) AD(       ) 4
 JU3098  NAD 83(1986)-  39 47 43.15922(N)    075 08 59.27176(W) AD(       ) 4
 JU3098  NAD 27      -  39 47 42.75800(N)    075 09 00.62400(W) AD(       ) 3
 JU3098
 JU3098.Superseded values are not recommended for survey control.
 JU3098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3098.See file dsdata.txt to determine how the superseded data were derived.
 JU3098
 JU3098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8717505051(NAD 83)
 JU3098_MARKER: 52 = STANDPIPE TANK
 JU3098
 JU3098  HISTORY     - Date     Condition        Report By
 JU3098  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3098  HISTORY     - 1946     GOOD             CGS
 JU3098
 JU3098                          STATION DESCRIPTION
 JU3098
 JU3098'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3098'THIS STATION IS THE CENTER OF THE MUNICIPAL STANDPIPE JUST N OF
 JU3098'THE PUBLIC SCHOOL BUILDINGS.  IT IS ABOUT 300 FEET W OF N CLINTON
 JU3098'AVENUE AND 100 FEET S OF THE PROLONGATION OF E BUTTONWOOD AVENUE
 JU3098'AND ABOUT 300 FEET E OF THE PENNSYLVANIA RAILROAD.  IT IS A
 JU3098'BLACK CYLINDRICAL STEEL STANDPIPE WITH A WHITE BAND AROUND THE
 JU3098'TOP.  IT IS ABOUT 15 FEET IN DIAMETER AND 115 FEET HIGH.
 JU3098
 JU3098                          STATION RECOVERY (1946)
 JU3098
 JU3098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3098'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 JU3098'IS ADEQUATE EXCEPT FOR THE FOLLOWING DELETION--
 JU3098'
 JU3098'DELETE - WITH A WHITE BAND AROUND THE TOP.
 JU3098'
 JU3098'DISTANCES WERE MEASURED AND FOUND TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2710 ***********************************************************************
 JU2710  DESIGNATION -  WEST
 JU2710  PID         -  JU2710
 JU2710  STATE/COUNTY-  NJ/OCEAN
 JU2710  USGS QUAD   -  TUCKERTON (1995)
 JU2710
 JU2710                         *CURRENT SURVEY CONTROL
 JU2710  ___________________________________________________________________
 JU2710* NAD 83(1996)-  39 36 50.33077(N)    074 15 46.43366(W)     ADJUSTED  
 JU2710* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU2710  ___________________________________________________________________
 JU2710  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 JU2710  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 JU2710
 JU2710  HORZ ORDER  -  THIRD
 JU2710
 JU2710.The horizontal coordinates were established by classical geodetic methods
 JU2710.and adjusted by the National Geodetic Survey in September 1999..
 JU2710
 JU2710.The orthometric height was scaled from a topographic map.
 JU2710
 JU2710.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2710
 JU2710.The geoid height was determined by GEOID03.
 JU2710
 JU2710;                    North         East     Units Scale Factor Converg.
 JU2710;SPC NJ       -    86,685.480   170,358.558   MT  0.99990510   +0 09 04.2
 JU2710;SPC NJ       -   284,400.61    558,918.04   sFT  0.99990510   +0 09 04.2
 JU2710;UTM  18      - 4,385,173.801   563,271.974   MT  0.99964929   +0 28 12.0
 JU2710
 JU2710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2710!SPC NJ       -   1.00000517  x   0.99990510  =   0.99991027
 JU2710!UTM  18      -   1.00000517  x   0.99964929  =   0.99965446
 JU2710
 JU2710:                Primary Azimuth Mark                     Grid Az
 JU2710:SPC NJ       -  TERRACE                                  135 24 20.6
 JU2710:UTM  18      -  TERRACE                                  135 05 12.8
 JU2710
 JU2710|---------------------------------------------------------------------|
 JU2710| PID    Reference Object                     Distance      Geod. Az  |
 JU2710|                                                           dddmmss.s |
 JU2710| JU0196 TERRACE                             APPROX. 4.2 KM 1353324.8 |
 JU2710| CB3186 WEST RM 1                            25.468 METERS 23622     |
 JU2710| CB3187 WEST RM 2                            29.102 METERS 31318     |
 JU2710|---------------------------------------------------------------------|
 JU2710
 JU2710                          SUPERSEDED SURVEY CONTROL
 JU2710
 JU2710  NAD 83(1986)-  39 36 50.32078(N)    074 15 46.42773(W) AD(       ) 3
 JU2710  NAD 27      -  39 36 49.89200(N)    074 15 47.92200(W) AD(       ) 3
 JU2710
 JU2710.Superseded values are not recommended for survey control.
 JU2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2710.See file dsdata.txt to determine how the superseded data were derived.
 JU2710
 JU2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6327285174(NAD 83)
 JU2710_MARKER: DS = TRIANGULATION STATION DISK
 JU2710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2710
 JU2710  HISTORY     - Date     Condition        Report By
 JU2710  HISTORY     - 1935     MONUMENTED       CGS
 JU2710  HISTORY     - 1962     MARK NOT FOUND   CGS
 JU2710
 JU2710                          STATION DESCRIPTION
 JU2710
 JU2710'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (BHR)
 JU2710'BEGINNING AT THE N EDGE OF THE POND FORMED BY TUCKERTON CREEK,
 JU2710'PROCEED N ON U.S. HIGHWAY 9 (N.J. 4) 2.85 MILES, TURN RIGHT AND GO
 JU2710'2.65 MILES TO THE END OF THE ROAD TO THE BAY EDGE.  STATION IS
 JU2710'APPROXIMATELY 20 METERS SW OF THE ROAD.  STANDARD DISKS WERE
 JU2710'STAMPED WEST 1935 AND REFERENCE MARKS STAMPED NO.1 AND NO.2
 JU2710'RESPECTIVELY.  ALL MARKS WERE SET ON 2X4 PILES.
 JU2710'
 JU2710'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 JU2710'CONCRETE AS DESCRIBED IN NOTES 1A, AND 11A.
 JU2710'
 JU2710'REFERENCE MARK NO.1 IS APPROXIMATELY ON LINE WITH AND IS
 JU2710'BETWEEN TUCKERTON RADIO TOWER AND THE STATION.  REFERENCE MARK
 JU2710'NO.2 IS APPROXIMATELY ON LINE WITH THE STATION AND A STANDPIPE
 JU2710'ON THE OUTSIDE BEACH.
 JU2710'
 JU2710'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
 JU2710
 JU2710                          STATION RECOVERY (1962)
 JU2710
 JU2710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2710'STATION IS LOST.  THE DEEP FILL AND BLACKTOP LAID DURING THE
 JU2710'BUILDING OF THE DOCK HAVE APPARENTLY COVERED THE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3947 ***********************************************************************
 KV3947  DESIGNATION -  WEST
 KV3947  PID         -  KV3947
 KV3947  STATE/COUNTY-  NJ/BERGEN
 KV3947  USGS QUAD   -  WEEHAWKEN (1995)
 KV3947
 KV3947                         *CURRENT SURVEY CONTROL
 KV3947  ___________________________________________________________________
 KV3947* NAD 83(1996)-  40 51 45.47320(N)    074 01 59.97058(W)     ADJUSTED  
 KV3947* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV3947  ___________________________________________________________________
 KV3947  LAPLACE CORR-           7.68  (seconds)                    DEFLEC99
 KV3947  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV3947
 KV3947  HORZ ORDER  -  THIRD
 KV3947
 KV3947.The horizontal coordinates were established by classical geodetic methods
 KV3947.and adjusted by the National Geodetic Survey in September 1999..
 KV3947
 KV3947.The orthometric height was scaled from a topographic map.
 KV3947
 KV3947.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3947
 KV3947.The geoid height was determined by GEOID03.
 KV3947
 KV3947;                    North         East     Units Scale Factor Converg.
 KV3947;SPC NJ       -   225,398.781   189,341.308   MT  0.99991904   +0 18 19.2
 KV3947;SPC NJ       -   739,495.83    621,197.27   sFT  0.99991904   +0 18 19.2
 KV3947;SPC NY L     -    77,285.018   297,190.383   MT  0.99999492   -0 01 18.5
 KV3947;SPC NY L     -   253,559.26    975,032.11   sFT  0.99999492   -0 01 18.5
 KV3947;UTM  18      - 4,523,957.686   581,467.954   MT  0.99968169   +0 37 56.9
 KV3947
 KV3947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3947!SPC NJ       -   1.00000504  x   0.99991904  =   0.99992408
 KV3947!SPC NY L     -   1.00000504  x   0.99999492  =   0.99999996
 KV3947!UTM  18      -   1.00000504  x   0.99968169  =   0.99968673
 KV3947
 KV3947:                Primary Azimuth Mark                     Grid Az
 KV3947:SPC NJ       -  SCANDINAVIAN CHURCH                      068 07 40.7
 KV3947:SPC NY L     -  SCANDINAVIAN CHURCH                      068 27 18.4
 KV3947:UTM  18      -  SCANDINAVIAN CHURCH                      067 48 03.0
 KV3947
 KV3947|---------------------------------------------------------------------|
 KV3947| PID    Reference Object                     Distance      Geod. Az  |
 KV3947|                                                           dddmmss.s |
 KV3947| KV3943 SCANDINAVIAN CHURCH                 APPROX. 0.5 KM 0682559.9 |
 KV3947| KV3949 EAST BOAT CLUB                      124.081 METERS 10639     |
 KV3947| KV3939 FILL                                340.964 METERS 16114     |
 KV3947| KV3940 SAND                                349.679 METERS 18246     |
 KV3947| CB6537 WEST RM 2                                          19241     |
 KV3947| CB6536 WEST RM 1                                          26232     |
 KV3947| KV3958 OIL                                 APPROX. 0.7 KM 3321152.1 |
 KV3947| KV3945 WEST MANHATTAN                      105.912 METERS 33832     |
 KV3947|---------------------------------------------------------------------|
 KV3947
 KV3947                          SUPERSEDED SURVEY CONTROL
 KV3947
 KV3947  NAD 83(1996)-  40 51 45.47305(N)    074 01 59.97068(W) AD(       ) 3
 KV3947  NAD 83(1996)-  40 51 45.47212(N)    074 01 59.97219(W) AD(       ) 3
 KV3947  NAD 83(1992)-  40 51 45.46980(N)    074 01 59.97266(W) AD(       ) 3
 KV3947  NAD 83(1986)-  40 51 45.47835(N)    074 01 59.96888(W) AD(       ) 3
 KV3947  NAD 27      -  40 51 45.11700(N)    074 02 01.47000(W) AD(       ) 3
 KV3947
 KV3947.Superseded values are not recommended for survey control.
 KV3947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3947.See file dsdata.txt to determine how the superseded data were derived.
 KV3947
 KV3947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8146823958(NAD 83)
 KV3947_MARKER: DS = TRIANGULATION STATION DISK
 KV3947_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV3947_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV3947
 KV3947  HISTORY     - Date     Condition        Report By
 KV3947  HISTORY     - 1914     MONUMENTED       CGS
 KV3947  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV3947
 KV3947                          STATION DESCRIPTION
 KV3947
 KV3947'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV3947'STATION IS ON THE W SHORE OF HACKENSACK RIVER, ON THE PROPERTY
 KV3947'OF THE SCHMULTZ BRICK COMPANY ABOUT 1 METER (3.28 FEET) N OF
 KV3947'THEIR NORTHERN SHED AND THE SAME DISTANCE FROM THE SHORE, AND
 KV3947'1/4 MILE BELOW A WHARF OF SOUTHERN PART OF HACKENSACK.  THE
 KV3947'STATION IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP OF A
 KV3947'4-INCH TILE PIPE.
 KV3947'
 KV3947'THE SUBSURFACE MARK IS A BURIED BOTTLE.
 KV3947'
 KV3947'REFERENCE MARK NO. 1 IS A COPPER NAIL, SURROUNDED BY 3 STEEL
 KV3947'NAILS, DRIVEN IN THE THIRD POST FROM THE NE CORNER OF THE BRICK
 KV3947'KILN SHED.  REFERENCE MARK NO. 2 IS A COPPER NAIL SET IN CEMENT IN
 KV3947'A 3-INCH TILE PIPE AND SUNK FLUSH WITH GROUND.  THEY ARE PLACED
 KV3947'RESPECTIVELY 9.068 METERS (29.75 FEET) N 87 DEG W AND 16.275
 KV3947'METERS (51.24 FEET) S 43 DEG W FROM THE STATION.
 KV3947
 KV3947                          STATION RECOVERY (1932)
 KV3947
 KV3947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3947'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5178 ***********************************************************************
 KV5178  DESIGNATION -  WEST
 KV5178  PID         -  KV5178
 KV5178  STATE/COUNTY-  NJ/MONMOUTH
 KV5178  USGS QUAD   -  ASBURY PARK (1989)
 KV5178
 KV5178                         *CURRENT SURVEY CONTROL
 KV5178  ___________________________________________________________________
 KV5178* NAD 83(1996)-  40 10 52.21151(N)    074 03 00.29362(W)     ADJUSTED  
 KV5178* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 KV5178  ___________________________________________________________________
 KV5178  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 KV5178  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KV5178
 KV5178  HORZ ORDER  -  THIRD
 KV5178
 KV5178.The horizontal coordinates were established by classical geodetic methods
 KV5178.and adjusted by the National Geodetic Survey in September 1999..
 KV5178
 KV5178.The orthometric height was scaled from a topographic map.
 KV5178
 KV5178.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5178
 KV5178.The geoid height was determined by GEOID03.
 KV5178
 KV5178;                    North         East     Units Scale Factor Converg.
 KV5178;SPC NJ       -   149,725.904   188,314.776   MT  0.99991807   +0 17 25.1
 KV5178;SPC NJ       -   491,225.74    617,829.39   sFT  0.99991807   +0 17 25.1
 KV5178;UTM  18      - 4,448,298.176   580,870.684   MT  0.99968051   +0 36 46.5
 KV5178
 KV5178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5178!SPC NJ       -   1.00000395  x   0.99991807  =   0.99992202
 KV5178!UTM  18      -   1.00000395  x   0.99968051  =   0.99968446
 KV5178
 KV5178:                Primary Azimuth Mark                     Grid Az
 KV5178:SPC NJ       -  HOTEL                                    051 13 21.7
 KV5178:UTM  18      -  HOTEL                                    050 54 00.3
 KV5178
 KV5178|---------------------------------------------------------------------|
 KV5178| PID    Reference Object                     Distance      Geod. Az  |
 KV5178|                                                           dddmmss.s |
 KV5178| KV5148 HOTEL                               APPROX. 1.1 KM 0513046.8 |
 KV5178| KV5145 AVON WATER TANK                     APPROX. 2.8 KM 0592943.0 |
 KV5178| KV5201 SCHOOL                              APPROX. 2.7 KM 0675845.2 |
 KV5178| KV0811 IN                                  APPROX. 2.2 KM 0742412.8 |
 KV5178| KV5151 CROSS                               APPROX. 2.3 KM 0881732.8 |
 KV5178| CB6538 WEST RM 1                                          15731     |
 KV5178| CB6539 WEST RM 2                                          26851     |
 KV5178| KV5171 RADIO 3                             APPROX. 1.1 KM 3185108.6 |
 KV5178|---------------------------------------------------------------------|
 KV5178
 KV5178                          SUPERSEDED SURVEY CONTROL
 KV5178
 KV5178  NAD 83(1986)-  40 10 52.20934(N)    074 03 00.28828(W) AD(       ) 3
 KV5178  NAD 27      -  40 10 51.80000(N)    074 03 01.78600(W) AD(       ) 3
 KV5178
 KV5178.Superseded values are not recommended for survey control.
 KV5178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5178.See file dsdata.txt to determine how the superseded data were derived.
 KV5178
 KV5178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8087148298(NAD 83)
 KV5178_MARKER: DS = TRIANGULATION STATION DISK
 KV5178_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV5178_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV5178
 KV5178  HISTORY     - Date     Condition        Report By
 KV5178  HISTORY     - 1933     MONUMENTED       CGS
 KV5178  HISTORY     - 19950811 MARK NOT FOUND   USPSQD
 KV5178
 KV5178                          STATION DESCRIPTION
 KV5178
 KV5178'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (PCD)
 KV5178'STATION WEST IS LOCATED ON THE N END OF BLUFF ON THE W SIDE OF
 KV5178'SHARK RIVER 0.2 MILE N OF RIVERDRIVE HIGHWAY JUST WHERE FIRST
 KV5178'ROAD ON W SIDE OF RIVER STARTS TO DROP TO THE WATERS EDGE.  OLD
 KV5178'BURNED DOWN HOTEL WITH LARGE BRICK CISTERN IS JUST INSHORE FROM
 KV5178'THE STATION.
 KV5178'
 KV5178'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 KV5178'
 KV5178'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, IN
 KV5178'THE TOP OF A TILE.
 KV5178'
 KV5178'THE MARK, A STANDARD DISK SET IN CONCRETE IN TOP OF A TILE WITH
 KV5178'SURFACE ABOUT 1 INCH ABOVE THE GROUND IS 16 FEET INSIDE EDGE OF
 KV5178'BLUFF AND 57.2 FEET FROM NEAREST EDGE OF CISTERN.
 KV5178'
 KV5178'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED WEST NO.1 1933
 KV5178'SET IN TOP OF TILE, IS 36.6 FEET SW OF STATION.  35 FEET E OF
 KV5178'CISTERN.  26 FEET INSIDE EDGE OF BLUFF.
 KV5178'
 KV5178'REFERENCE MARK NO.2 IS A STANDARD DISK STAMPED WEST NO.2 1933
 KV5178'SET IN TOP OF TILE, IS 13 FEET NW OF STATION.
 KV5178'
 KV5178'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 KV5178
 KV5178                          STATION RECOVERY (1995)
 KV5178
 KV5178'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0494 ***********************************************************************
 KV0494  DESIGNATION -  WEST ANDERSON RESET
 KV0494  PID         -  KV0494
 KV0494  STATE/COUNTY-  NJ/BERGEN
 KV0494  USGS QUAD   -  HACKENSACK (1997)
 KV0494
 KV0494                         *CURRENT SURVEY CONTROL
 KV0494  ___________________________________________________________________
 KV0494* NAD 83(1996)-  40 53 30.87559(N)    074 02 12.44845(W)     ADJUSTED  
 KV0494* NAVD 88     -         2.460  (meters)       8.07   (feet)  ADJUSTED  
 KV0494  ___________________________________________________________________
 KV0494  LAPLACE CORR-           7.54  (seconds)                    DEFLEC99
 KV0494  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV0494  DYNAMIC HT  -           2.459 (meters)       8.07  (feet)  COMP
 KV0494  MODELED GRAV-     980,240.6   (mgal)                       NAVD 88
 KV0494
 KV0494  HORZ ORDER  -  THIRD
 KV0494  VERT ORDER  -  SECOND    CLASS 0
 KV0494
 KV0494.The horizontal coordinates were established by classical geodetic methods
 KV0494.and adjusted by the National Geodetic Survey in September 1999..
 KV0494
 KV0494.The orthometric height was determined by differential leveling
 KV0494.and adjusted by the National Geodetic Survey in June 1991..
 KV0494
 KV0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV0494
 KV0494.The geoid height was determined by GEOID03.
 KV0494
 KV0494.The dynamic height is computed by dividing the NAVD 88
 KV0494.geopotential number by the normal gravity value computed on the
 KV0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0494.degrees latitude (g = 980.6199 gals.).
 KV0494
 KV0494.The modeled gravity was interpolated from observed gravity values.
 KV0494
 KV0494;                    North         East     Units Scale Factor Converg.
 KV0494;SPC NJ       -   228,648.336   189,031.911   MT  0.99991875   +0 18 11.6
 KV0494;SPC NJ       -   750,157.08    620,182.19   sFT  0.99991875   +0 18 11.6
 KV0494;SPC NY L     -    80,536.534   296,899.526   MT  0.99999517   -0 01 26.6
 KV0494;SPC NY L     -   264,226.95    974,077.86   sFT  0.99999517   -0 01 26.6
 KV0494;UTM  18      - 4,527,204.649   581,140.080   MT  0.99968103   +0 37 50.1
 KV0494
 KV0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV0494!SPC NJ       -   1.00000460  x   0.99991875  =   0.99992335
 KV0494!SPC NY L     -   1.00000460  x   0.99999517  =   0.99999977
 KV0494!UTM  18      -   1.00000460  x   0.99968103  =   0.99968563
 KV0494
 KV0494|---------------------------------------------------------------------|
 KV0494| PID    Reference Object                     Distance      Geod. Az  |
 KV0494|                                                           dddmmss.s |
 KV0494| CB6540 WEST ANDERSON RM 1                                 00749     |
 KV0494| KV0495 W ANDERSON 2                         19.162 METERS 01245     |
 KV0494| KV3903 EAST ANDERSON                       105.635 METERS 09555     |
 KV0494| KV3886 BOGOTA HIGH SCHOOL CUPOLA           APPROX. 1.9 KM 1444945.0 |
 KV0494| KV3914 SAINT JOSEPH                        APPROX. 2.1 KM 1530019.4 |
 KV0494| KV3896 BOGOTA SCHOOL 2 FLAGSTAFF           APPROX. 1.5 KM 1573829.5 |
 KV0494| KV3892 HACKENSACK R RIVERSIDE BANDSTD      APPROX. 0.7 KM 1695808.8 |
 KV0494| KV3906 ORI 1914                            474.356 METERS 1790915.6 |
 KV0494| KV3890 BOGOTA GEORGE M BREWSTER STACK      APPROX. 1.4 KM 1860108.4 |
 KV0494| KV3922 HACKENSACK HARRY GLUCKIN STACK      APPROX. 1.9 KM 1900334.0 |
 KV0494| KV3887 HACKENSACK CITY INCIN CHIMNEY       APPROX. 1.7 KM 1903008.4 |
 KV0494| KV3899 HACKENSACK FIRST REFORM CHURCH      APPROX. 1.5 KM 1991507.9 |
 KV0494| KV3910 HACKENSACK BERGEN CTHSE DOME        APPROX. 1.6 KM 2014320.5 |
 KV0494| KV3883 HACKENSACK BERGEN CTHSE FLAG        APPROX. 1.6 KM 2032041.5 |
 KV0494| KV3891 HACKENSACK CITY NATL BANK FLAG      APPROX. 0.8 KM 2131606.1 |
 KV0494| CB6541 WEST ANDERSON RM 2                                 25529     |
 KV0494| KV3902 HACKENSACK SEARS FLAGPOLE           217.219 METERS 28630     |
 KV0494| KV3901 HACKENSACK HOLY TRINITY CHURCH      393.066 METERS 30206     |
 KV0494| KV3900 CAMPBELLS WALL PAPER CO CHIM        APPROX. 0.7 KM 3520545.8 |
 KV0494|---------------------------------------------------------------------|
 KV0494
 KV0494                          SUPERSEDED SURVEY CONTROL
 KV0494
 KV0494  NAD 83(1996)-  40 53 30.87547(N)    074 02 12.44857(W) AD(       ) 3
 KV0494  NAD 83(1996)-  40 53 30.87442(N)    074 02 12.44983(W) AD(       ) 3
 KV0494  NAD 83(1992)-  40 53 30.87212(N)    074 02 12.45031(W) AD(       ) 3
 KV0494  NAD 83(1986)-  40 53 30.88359(N)    074 02 12.44880(W) AD(       ) 3
 KV0494  NAD 27      -  40 53 30.52100(N)    074 02 13.94900(W) AD(       ) 3
 KV0494  NGVD 29 (??/??/??)    2.768  (m)            9.08   (f) ADJUSTED    2 0
 KV0494
 KV0494.Superseded values are not recommended for survey control.
 KV0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0494.See file dsdata.txt to determine how the superseded data were derived.
 KV0494
 KV0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8114027205(NAD 83)
 KV0494_MARKER: DS = TRIANGULATION STATION DISK
 KV0494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0494_SP_SET: ABUTMENT
 KV0494_STAMPING: W ANDERSON 1914 1932
 KV0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0494
 KV0494  HISTORY     - Date     Condition        Report By
 KV0494  HISTORY     - 1914     MONUMENTED       USE
 KV0494  HISTORY     - 1932     SEE DESCRIPTION  CGS
 KV0494  HISTORY     - 1956     GOOD             CGS
 KV0494  HISTORY     - 1970     GOOD             NGS
 KV0494  HISTORY     - 1970     GOOD             NGS
 KV0494
 KV0494                          STATION DESCRIPTION
 KV0494
 KV0494'DESCRIBED BY US ENGINEERS 1914 (SF)
 KV0494'STATION IS ON THE W SIDE OF HACKENSACK RIVER, ON THE ABUTMENT
 KV0494'OF THE W END OF ANDERSON STREET BRIDGE, ABOUT 0.45 METER (2.5 FEET)
 KV0494'FROM THE CURB OF THE S SIDE, AND 1.52 METERS (5 FEET) FROM THE
 KV0494'ELECTRIC POLE.  THE STATION IS MARKED BY A CROSS CUT ON THE
 KV0494'ABUTMENT.
 KV0494'
 KV0494'TWO REFERENCE MARKS, EACH A CROSS, WITH THE LETTERS U.S. CUT
 KV0494'ON STONE WALL, ARE LOCATED RESPECTIVELY 10.013 METERS (32.85 FEET)
 KV0494'N 12 DEG E AND 5.861 METERS (19.23 FEET) S 84 DEG N FROM THE
 KV0494'STATION.
 KV0494
 KV0494                          STATION RECOVERY (1932)
 KV0494
 KV0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV0494'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE TWO
 KV0494'REFERENCE MARKS WERE NOT RECOVERED.  THE STATION WAS RE-MARKED
 KV0494'AS NOTED IN THE FOLLOWING NEW DESCRIPTION--
 KV0494'
 KV0494'STATION IS ON THE W SIDE OF THE HACKENSACK RIVER, IN THE CITY
 KV0494'OF HACKENSACK, OVER THE S EDGE OF THE BROWNSTONE ABUTMENT OF THE
 KV0494'ANDERSON STREET BRIDGE.  IT IS LOCATED ON THE S SIDEWALK OF THE
 KV0494'BRIDGE.
 KV0494'
 KV0494'A NEW STATION MARK, ESTABLISHED IN THE EXACT LOCATION OF THE
 KV0494'CROSS CUT WHICH MARKED THE ORIGINAL STATION, CONSISTS OF A
 KV0494'STANDARD U.S.C. AND G.S. BRONZE DISK STAMPED W. ANDERSON 1914-1932
 KV0494'CEMENTED IN A DRILL HOLE AND COUNTERSUNK IN THE CONCRETE SIDEWALK.
 KV0494'
 KV0494'NO REFERENCE MARKS WERE PLACED.
 KV0494'
 KV0494'REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV0494'
 KV0494'NORMAL TO N EDGE OF CURB OF S SIDEWALK 0.820 METER.
 KV0494'
 KV0494'TO INSIDE CORNER OF ABUTMENT IRON 0.950 METER.
 KV0494'
 KV0494'NORMAL TO E EDGE OF ABUTMENT 0.496 METER.
 KV0494'
 KV0494'TO NEAREST CORNER OF NEAR RAILING POST 1.566 METERS.
 KV0494'
 KV0494'TO U.S. ENGINEERS PLUG TO WESTWARD 3.710 METERS.
 KV0494'
 KV0494'THERE IS AMPLE ROOM AND GOOD FOOTING FOR CENTRAL AND ECCENTRIC
 KV0494'TRIPOD SET-UPS.
 KV0494
 KV0494                          STATION RECOVERY (1956)
 KV0494
 KV0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 KV0494'AT HACKENSACK.
 KV0494'AT HACKENSACK, AT THE WEST END OF THE LARGE ANDERSON STREET
 KV0494'BRIDGE OVER THE HACKENSACK RIVER, ON TOP OF THE SOUTH END OF THE
 KV0494'WEST ABUTMENT, 1.6 FEET WEST OF THE WEST END OF THE BRIDGE AND
 KV0494'0.4 FOOT SOUTH OF THE NORTH EDGE OF A SIDEWALK.
 KV0494
 KV0494                          STATION RECOVERY (1970)
 KV0494
 KV0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KV0494'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK WAS
 KV0494'FOUND TO BE IN GOOD CONDITION.  REFERENCE POINTS WERE RECOVERED.
 KV0494'
 KV0494'THE ANDERSON STREET BRIDGE IN WHICH THE STATION IS SET IN THE
 KV0494'ABUTMENT OF IS TO BE DESTROYED WITHIN A FEW DAYS.  A NEW STATION
 KV0494'W ANDERSON 2 WAS ESTABLISHED ON THE ABUTMENT OF THE NEW
 KV0494'BRIDGE.  SEE DESCRIPTION THEREOF.
 KV0494
 KV0494                          STATION RECOVERY (1970)
 KV0494
 KV0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KV0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2700 ***********************************************************************
 JU2700  DESIGNATION -  WEST CREEK FIRST METH CH SPIRE
 JU2700  PID         -  JU2700
 JU2700  STATE/COUNTY-  NJ/OCEAN
 JU2700  USGS QUAD   -  WEST CREEK (1972)
 JU2700
 JU2700                         *CURRENT SURVEY CONTROL
 JU2700  ___________________________________________________________________
 JU2700* NAD 83(1996)-  39 38 02.46123(N)    074 18 34.20394(W)     ADJUSTED  
 JU2700* NAVD 88     -                                                        
 JU2700  ___________________________________________________________________
 JU2700  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 JU2700  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JU2700
 JU2700  HORZ ORDER  -  THIRD
 JU2700
 JU2700.The horizontal coordinates were established by classical geodetic methods
 JU2700.and adjusted by the National Geodetic Survey in September 1999..
 JU2700
 JU2700
 JU2700.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2700
 JU2700.The geoid height was determined by GEOID03.
 JU2700
 JU2700;                    North         East     Units Scale Factor Converg.
 JU2700;SPC NJ       -    88,900.311   166,352.320   MT  0.99990329   +0 07 17.5
 JU2700;SPC NJ       -   291,667.10    545,774.24   sFT  0.99990329   +0 07 17.5
 JU2700;UTM  18      - 4,387,365.735   559,254.508   MT  0.99964323   +0 26 25.7
 JU2700
 JU2700                          SUPERSEDED SURVEY CONTROL
 JU2700
 JU2700  NAD 83(1986)-  39 38 02.45336(N)    074 18 34.19795(W) AD(       ) 4
 JU2700  NAD 27      -  39 38 02.02600(N)    074 18 35.68200(W) AD(       ) 3
 JU2700
 JU2700.Superseded values are not recommended for survey control.
 JU2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2700.See file dsdata.txt to determine how the superseded data were derived.
 JU2700
 JU2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5925587366(NAD 83)
 JU2700_MARKER: 90 = CHURCH SPIRE
 JU2700
 JU2700  HISTORY     - Date     Condition        Report By
 JU2700  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2700  HISTORY     - 1967     GOOD             CGS
 JU2700  HISTORY     - 1988     GOOD             USPSQD
 JU2700  HISTORY     - 19940721 GOOD             USPSQD
 JU2700
 JU2700                          STATION DESCRIPTION
 JU2700
 JU2700'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2700'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE LOCATED ATOP
 JU2700'THE FIRST METHODIST CHURCH ABOUT 1 BLOCK WEST OF THE CENTER OF
 JU2700'WEST CREEK.  IT IS A WHITE SPIRE ATOP A WHITE FRAME CHURCH AND
 JU2700'THE OVERALL HEIGHT IS APPROXIMATELY 75 FEET.
 JU2700
 JU2700                          STATION RECOVERY (1967)
 JU2700
 JU2700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GMW)
 JU2700'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE ORIGINAL
 JU2700'DESCRIPTION.
 JU2700'
 JU2700'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2700'3 MILES NORTHEAST OF TUCKERTON.
 JU2700
 JU2700                          STATION RECOVERY (1988)
 JU2700
 JU2700'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU2700'RECOVERED IN GOOD CONDITION.
 JU2700
 JU2700                          STATION RECOVERY (1994)
 JU2700
 JU2700'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU2700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2699 ***********************************************************************
 JU2699  DESIGNATION -  WEST CREEK RADIO STA WSC MAST
 JU2699  PID         -  JU2699
 JU2699  STATE/COUNTY-  NJ/OCEAN
 JU2699  USGS QUAD   -  WEST CREEK (1972)
 JU2699
 JU2699                         *CURRENT SURVEY CONTROL
 JU2699  ___________________________________________________________________
 JU2699* NAD 83(1996)-  39 38 22.11869(N)    074 17 28.35845(W)     ADJUSTED  
 JU2699* NAVD 88     -                                                        
 JU2699  ___________________________________________________________________
 JU2699  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 JU2699  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JU2699
 JU2699  HORZ ORDER  -  THIRD
 JU2699
 JU2699.The horizontal coordinates were established by classical geodetic methods
 JU2699.and adjusted by the National Geodetic Survey in September 1999..
 JU2699
 JU2699
 JU2699.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2699
 JU2699.The geoid height was determined by GEOID03.
 JU2699
 JU2699;                    North         East     Units Scale Factor Converg.
 JU2699;SPC NJ       -    89,509.997   167,920.951   MT  0.99990395   +0 07 59.5
 JU2699;SPC NJ       -   293,667.38    550,920.65   sFT  0.99990395   +0 07 59.5
 JU2699;UTM  18      - 4,387,983.984   560,819.315   MT  0.99964554   +0 27 07.9
 JU2699
 JU2699                          SUPERSEDED SURVEY CONTROL
 JU2699
 JU2699  NAD 83(1986)-  39 38 22.11100(N)    074 17 28.35222(W) AD(       ) 4
 JU2699  NAD 27      -  39 38 21.68400(N)    074 17 29.83900(W) AD(       ) 3
 JU2699
 JU2699.Superseded values are not recommended for survey control.
 JU2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2699.See file dsdata.txt to determine how the superseded data were derived.
 JU2699
 JU2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ6081987984(NAD 83)
 JU2699_MARKER: 42 = RADIO/TV MAST
 JU2699
 JU2699  HISTORY     - Date     Condition        Report By
 JU2699  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU2699  HISTORY     - 1967     GOOD             CGS
 JU2699  HISTORY     - 19940916 GOOD             USPSQD
 JU2699
 JU2699                          STATION DESCRIPTION
 JU2699
 JU2699'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU2699'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED NEAR
 JU2699'WEST CREEK, ABOUT 1/2 MILE EAST OF U.S. HIGHWAY 9, AT THE END OF
 JU2699'MURPHY DRIVE AND OWNED AND OPERATED BY THE R.C.A. COMMUNICATIONS
 JU2699'CO.  IT IS A GUYED STEEL STRUCTURE PAINTED ALTERNATELY IN SECTIONS
 JU2699'OF INTERNATIONAL RED AND WHITE.  THE OVERALL HEIGHT IS 300 FEET.
 JU2699
 JU2699                          STATION RECOVERY (1967)
 JU2699
 JU2699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GMW)
 JU2699'STATION RECOVERED IN APPARENT GOOD CONDITION AS DESCRIBED IN THE
 JU2699'ORIGINAL DESCRIPTION.
 JU2699'
 JU2699'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU2699'3-1/2 MILES NORTHEAST OF TUCKERTON.
 JU2699
 JU2699                          STATION RECOVERY (1994)
 JU2699
 JU2699'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU2699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU2758 ***********************************************************************
 KU2758  DESIGNATION -  WEST END ST MICHAELS CH CROSS
 KU2758  PID         -  KU2758
 KU2758  STATE/COUNTY-  NJ/MONMOUTH
 KU2758  USGS QUAD   -  LONG BRANCH (1981)
 KU2758
 KU2758                         *CURRENT SURVEY CONTROL
 KU2758  ___________________________________________________________________
 KU2758* NAD 83(1996)-  40 16 39.53719(N)    073 59 09.25938(W)     ADJUSTED  
 KU2758* NAVD 88     -                                                        
 KU2758  ___________________________________________________________________
 KU2758  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 KU2758  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KU2758
 KU2758  HORZ ORDER  -  THIRD
 KU2758
 KU2758.The horizontal coordinates were established by classical geodetic methods
 KU2758.and adjusted by the National Geodetic Survey in September 1999..
 KU2758
 KU2758
 KU2758.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2758
 KU2758.The geoid height was determined by GEOID03.
 KU2758
 KU2758;                    North         East     Units Scale Factor Converg.
 KU2758;SPC NJ       -   160,467.545   193,717.926   MT  0.99992352   +0 19 56.5
 KU2758;SPC NJ       -   526,467.27    635,556.23   sFT  0.99992352   +0 19 56.5
 KU2758;UTM  18      - 4,459,067.573   586,211.947   MT  0.99969149   +0 39 20.3
 KU2758
 KU2758                          SUPERSEDED SURVEY CONTROL
 KU2758
 KU2758  NAD 83(1986)-  40 16 39.53653(N)    073 59 09.25463(W) AD(       ) 4
 KU2758  NAD 27      -  40 16 39.13600(N)    073 59 10.76600(W) AD(       ) 3
 KU2758
 KU2758.Superseded values are not recommended for survey control.
 KU2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2758.See file dsdata.txt to determine how the superseded data were derived.
 KU2758
 KU2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8621259068(NAD 83)
 KU2758_MARKER: 91 = CHURCH CROSS
 KU2758_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2758
 KU2758  HISTORY     - Date     Condition        Report By
 KU2758  HISTORY     - 1934     FIRST OBSERVED   CGS
 KU2758  HISTORY     - 1962     GOOD             CGS
 KU2758  HISTORY     - 1981     SEE DESCRIPTION  NOS
 KU2758  HISTORY     - 1988     GOOD             NOSAMC
 KU2758  HISTORY     - 19920604 GOOD             USPSQD
 KU2758
 KU2758                          STATION DESCRIPTION
 KU2758
 KU2758'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KU2758'STATION IS THE CENTER LINE OF THE GILT CROSS ON THE GRAY SLATE
 KU2758'SPIRE OF THE SAINT MICHAELS EPISCOPAL CHURCH IN WEST
 KU2758'END.  LOCATED ON W SIDE OF OCEAN AVENUE, 0.4 MILE S OF ITS
 KU2758'INTERSECTION WITH BRIGHTON ROAD (POINT WHERE OCEAN AVENUE MAKES
 KU2758'SHARP S TURN), AND DIRECTLY ACROSS STREET FROM LONG BRANCH
 KU2758'COAST GUARD STATION.
 KU2758'
 KU2758'REACHED VIA OCEAN AVENUE TO STATION.
 KU2758'
 KU2758'NO MARKS WERE ESTABLISHED.
 KU2758
 KU2758                          STATION RECOVERY (1962)
 KU2758
 KU2758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU2758'RECOVERED IN GOOD CONDITION.
 KU2758
 KU2758                          STATION RECOVERY (1981)
 KU2758
 KU2758'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 KU2758'STATION WAS VISITED AND APPEARED AS IN DESCRIPTION.  WE WERE TOLD
 KU2758'THAT AT ONE TIME THE CROSS WAS REMOVED FOR ROOF
 KU2758'REPAIRS, AND THEN RETURNED TO ITS OLD POSITION BY A CRANE.
 KU2758'BOTH CORNERSTONE AND ARCHITECTURE REVEAL THAT THIS IS THE CHURCH
 KU2758'AS IN DESCRIPTION.
 KU2758'
 KU2758'RECOVERED BY P. WALBOLT.
 KU2758
 KU2758                          STATION RECOVERY (1988)
 KU2758
 KU2758'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1988 (CSM)
 KU2758'THE STATION WAS RECOVERED AT THIS DATE. THE STATION IS IN GOOD
 KU2758'CONDITION AND THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THAT THE
 KU2758'STATION IS DIRECTLY ACROSS OCEAN AVENUE FROM THE IMPERIAL HOUSE
 KU2758'CONDOMINIUM RATHER THAN THE COAST GUARD STATION WHICH IS NOW GONE.
 KU2758
 KU2758                          STATION RECOVERY (1992)
 KU2758
 KU2758'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU2758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5196 ***********************************************************************
 KV5196  DESIGNATION -  WEST GROVE MONMOUTH STANDPIPE
 KV5196  PID         -  KV5196
 KV5196  STATE/COUNTY-  NJ/MONMOUTH
 KV5196  USGS QUAD   -  ASBURY PARK (1989)
 KV5196
 KV5196                         *CURRENT SURVEY CONTROL
 KV5196  ___________________________________________________________________
 KV5196* NAD 83(1996)-  40 13 23.72496(N)    074 01 53.49637(W)     ADJUSTED  
 KV5196* NAVD 88     -                                                        
 KV5196  ___________________________________________________________________
 KV5196  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 KV5196  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV5196
 KV5196  HORZ ORDER  -  THIRD
 KV5196
 KV5196.The horizontal coordinates were established by classical geodetic methods
 KV5196.and adjusted by the National Geodetic Survey in September 1999..
 KV5196
 KV5196
 KV5196.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5196
 KV5196.The geoid height was determined by GEOID03.
 KV5196
 KV5196;                    North         East     Units Scale Factor Converg.
 KV5196;SPC NJ       -   154,406.920   189,870.234   MT  0.99991956   +0 18 09.1
 KV5196;SPC NJ       -   506,583.37    622,932.59   sFT  0.99991956   +0 18 09.1
 KV5196;UTM  18      - 4,452,986.770   582,399.385   MT  0.99968358   +0 37 31.6
 KV5196
 KV5196                          SUPERSEDED SURVEY CONTROL
 KV5196
 KV5196  NAD 83(1986)-  40 13 23.72397(N)    074 01 53.49200(W) AD(       ) 4
 KV5196  NAD 27      -  40 13 23.31900(N)    074 01 54.99500(W) AD(       ) 3
 KV5196
 KV5196.Superseded values are not recommended for survey control.
 KV5196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5196.See file dsdata.txt to determine how the superseded data were derived.
 KV5196
 KV5196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8239952987(NAD 83)
 KV5196_MARKER: 52 = STANDPIPE TANK
 KV5196
 KV5196  HISTORY     - Date     Condition        Report By
 KV5196  HISTORY     - 1934     FIRST OBSERVED   CGS
 KV5196  HISTORY     - 1962     GOOD             CGS
 KV5196  HISTORY     - 19920801 MARK NOT FOUND   USPSQD
 KV5196
 KV5196                          STATION DESCRIPTION
 KV5196
 KV5196'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5196'STATION IS THE CENTER OF THE TOP OF THE ALUMINUM COLORED
 KV5196'STANDPIPE OF MONMOUTH COUNTY WATER COMPANY IN WEST GROVE.
 KV5196'
 KV5196'LOCATED ON SW CORNER OF THE INTERSECTION OF CORLISS AVENUE
 KV5196'AND STATE HIGHWAY 35.
 KV5196
 KV5196                          STATION RECOVERY (1962)
 KV5196
 KV5196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5196'RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT IT IS NOW
 KV5196'PAINTED GREEN.  IT IS AT THE WHITESVILLE STATION, ON OXONIA STREET.
 KV5196
 KV5196                          STATION RECOVERY (1992)
 KV5196
 KV5196'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5191 ***********************************************************************
 KV5191  DESIGNATION -  WEST GROVE STANDPIPE
 KV5191  PID         -  KV5191
 KV5191  STATE/COUNTY-  NJ/MONMOUTH
 KV5191  USGS QUAD   -  ASBURY PARK (1989)
 KV5191
 KV5191                         *CURRENT SURVEY CONTROL
 KV5191  ___________________________________________________________________
 KV5191* NAD 83(1996)-  40 12 32.54108(N)    074 01 38.11313(W)     ADJUSTED  
 KV5191* NAVD 88     -                                                        
 KV5191  ___________________________________________________________________
 KV5191  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 KV5191  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV5191
 KV5191  HORZ ORDER  -  THIRD
 KV5191
 KV5191.The horizontal coordinates were established by classical geodetic methods
 KV5191.and adjusted by the National Geodetic Survey in September 1999..
 KV5191
 KV5191
 KV5191.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5191
 KV5191.The geoid height was determined by GEOID03.
 KV5191
 KV5191;                    North         East     Units Scale Factor Converg.
 KV5191;SPC NJ       -   152,830.276   190,242.317   MT  0.99991993   +0 18 18.7
 KV5191;SPC NJ       -   501,410.66    624,153.34   sFT  0.99991993   +0 18 18.7
 KV5191;UTM  18      - 4,451,412.619   582,780.257   MT  0.99968435   +0 37 40.9
 KV5191
 KV5191                          SUPERSEDED SURVEY CONTROL
 KV5191
 KV5191  NAD 83(1986)-  40 12 32.54014(N)    074 01 38.10791(W) AD(       ) 4
 KV5191  NAD 27      -  40 12 32.13100(N)    074 01 39.61400(W) AD(       ) 3
 KV5191
 KV5191.Superseded values are not recommended for survey control.
 KV5191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5191.See file dsdata.txt to determine how the superseded data were derived.
 KV5191
 KV5191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8278051413(NAD 83)
 KV5191_MARKER: 52 = STANDPIPE TANK
 KV5191
 KV5191  HISTORY     - Date     Condition        Report By
 KV5191  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5191  HISTORY     - 1962     GOOD             CGS
 KV5191  HISTORY     - 19920801 MARK NOT FOUND   USPSQD
 KV5191
 KV5191                          STATION DESCRIPTION
 KV5191
 KV5191'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (PCD)
 KV5191'STATION IS CENTER OF A LARGE SILVER STANDPIPE LOCATED ON THE SW
 KV5191'CORNER OF THE JUNCTION OF CORLIES AVENUE (N.J. 33 HIGHWAY) AND
 KV5191'NEPTUNE HIGHWAY (N.J.35) IN NEPTUNE TOWNSHIP.  TANK IS PROPERTY
 KV5191'OF MONMOUTH CONSOLIDATED WATER COMPANY.
 KV5191
 KV5191                          STATION RECOVERY (1962)
 KV5191
 KV5191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5191'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV5191
 KV5191                          STATION RECOVERY (1992)
 KV5191
 KV5191'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV5191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4010 ***********************************************************************
 KV4010  DESIGNATION -  WEST NEW YORK NYC RR PWRHSE
 KV4010  PID         -  KV4010
 KV4010  STATE/COUNTY-  NJ/HUDSON
 KV4010  USGS QUAD   -  WEEHAWKEN (1995)
 KV4010
 KV4010                         *CURRENT SURVEY CONTROL
 KV4010  ___________________________________________________________________
 KV4010* NAD 83(1996)-  40 46 55.48425(N)    074 00 33.24933(W)     ADJUSTED  
 KV4010* NAVD 88     -                                                        
 KV4010  ___________________________________________________________________
 KV4010  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 KV4010  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 KV4010
 KV4010  HORZ ORDER  -  THIRD
 KV4010
 KV4010.The horizontal coordinates were established by classical geodetic methods
 KV4010.and adjusted by the National Geodetic Survey in September 1999..
 KV4010
 KV4010
 KV4010.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4010
 KV4010.The geoid height was determined by GEOID03.
 KV4010
 KV4010;                    North         East     Units Scale Factor Converg.
 KV4010;SPC NJ       -   216,465.336   191,422.155   MT  0.99992111   +0 19 14.0
 KV4010;SPC NJ       -   710,186.69    628,024.19   sFT  0.99992111   +0 19 14.0
 KV4010;SPC NY L     -    68,339.176   299,220.383   MT  0.99999560   -0 00 21.7
 KV4010;SPC NY L     -   224,209.45    981,692.21   sFT  0.99999560   -0 00 21.7
 KV4010;UTM  18      - 4,515,038.366   583,599.231   MT  0.99968602   +0 38 49.9
 KV4010
 KV4010                          SUPERSEDED SURVEY CONTROL
 KV4010
 KV4010  NAD 83(1996)-  40 46 55.48429(N)    074 00 33.24941(W) AD(       ) 4
 KV4010  NAD 83(1996)-  40 46 55.48433(N)    074 00 33.25091(W) AD(       ) 4
 KV4010  NAD 83(1992)-  40 46 55.48373(N)    074 00 33.25184(W) AD(       ) 4
 KV4010  NAD 83(1986)-  40 46 55.48831(N)    074 00 33.25266(W) AD(       ) 4
 KV4010  NAD 27      -  40 46 55.12100(N)    074 00 34.74700(W) AD(       ) 3
 KV4010
 KV4010.Superseded values are not recommended for survey control.
 KV4010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4010.See file dsdata.txt to determine how the superseded data were derived.
 KV4010
 KV4010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8359915038(NAD 83)
 KV4010_MARKER: 85 = CHIMNEY
 KV4010
 KV4010  HISTORY     - Date     Condition        Report By
 KV4010  HISTORY     - 1932     FIRST OBSERVED   CGS
 KV4010  HISTORY     - 1935     GOOD             CGS
 KV4010
 KV4010                          STATION DESCRIPTION
 KV4010
 KV4010'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4010'THE STATION IS THE CHIMNEY-TOP, WHICH IS W OF THE HUDSON RIVER,
 KV4010'IN WEST NEW YORK AT THE FOOT OF 13TH STREET, ON THE PROPERTY OF THE
 KV4010'NEW YORK CENTRAL RAILROAD (WEST SHORE DIVISION) RISING CENTRALLY
 KV4010'FROM THE ROOF OF THE 3-STORY POWER HOUSE.  IT IS A
 KV4010'DARK-YELLOW-BRICK CHIMNEY.
 KV4010
 KV4010                          STATION RECOVERY (1935)
 KV4010
 KV4010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RCB)
 KV4010'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV4010'
 KV4010'INFORMATION OBTAINED FROM THE RAILROAD OFFICE, STATES THAT THE
 KV4010'CHIMNEY WILL BE TORN DOWN WITHIN A FEW MONTHS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1267 ***********************************************************************
 HU1267  DESIGNATION -  WEST OF WILDWOOD MIDDLE STACK
 HU1267  PID         -  HU1267
 HU1267  STATE/COUNTY-  NJ/CAPE MAY
 HU1267  USGS QUAD   -  WILDWOOD (1972)
 HU1267
 HU1267                         *CURRENT SURVEY CONTROL
 HU1267  ___________________________________________________________________
 HU1267* NAD 83(1996)-  38 59 53.37367(N)    074 51 12.00948(W)     ADJUSTED  
 HU1267* NAVD 88     -                                                        
 HU1267  ___________________________________________________________________
 HU1267  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 HU1267  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 HU1267
 HU1267  HORZ ORDER  -  THIRD
 HU1267
 HU1267.The horizontal coordinates were established by classical geodetic methods
 HU1267.and adjusted by the National Geodetic Survey in September 1999..
 HU1267
 HU1267
 HU1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1267
 HU1267.The geoid height was determined by GEOID03.
 HU1267
 HU1267;                    North         East     Units Scale Factor Converg.
 HU1267;SPC NJ       -    18,355.533   119,394.003   MT  0.99991153   -0 13 20.5
 HU1267;SPC NJ       -    60,221.44    391,711.82   sFT  0.99991153   -0 13 20.5
 HU1267;UTM  18      - 4,316,582.554   512,700.228   MT  0.99960199   +0 05 32.3
 HU1267
 HU1267                          SUPERSEDED SURVEY CONTROL
 HU1267
 HU1267  NAD 83(1991)-  38 59 53.35583(N)    074 51 12.01480(W) AD(       ) 4
 HU1267  NAD 83(1986)-  38 59 53.35133(N)    074 51 12.01605(W) AD(       ) 4
 HU1267  NAD 27      -  38 59 52.95000(N)    074 51 13.41000(W) AD(       ) 3
 HU1267
 HU1267.Superseded values are not recommended for survey control.
 HU1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1267.See file dsdata.txt to determine how the superseded data were derived.
 HU1267
 HU1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1270016583(NAD 83)
 HU1267_MARKER: 63 = STACK
 HU1267
 HU1267  HISTORY     - Date     Condition        Report By
 HU1267  HISTORY     - 1928     FIRST OBSERVED   CGS
 HU1267  HISTORY     - 1937     GOOD             CGS
 HU1267
 HU1267                          STATION DESCRIPTION
 HU1267
 HU1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (RLS)
 HU1267'STATION IS THE MIDDLE OF THREE STACKS AT A FISH FACTORY ABOUT
 HU1267'200 YARDS S OF THE HIGHWAY LEADING ACROSS THE MARSHES FROM
 HU1267'WILDWOOD TO RIO GRANDE.  IT IS AN INTERSECTION STATION AND IS NOT
 HU1267'MARKED.
 HU1267
 HU1267                          STATION RECOVERY (1937)
 HU1267
 HU1267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 HU1267'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3057 ***********************************************************************
 JU3057  DESIGNATION -  WEST PET
 JU3057  PID         -  JU3057
 JU3057  STATE/COUNTY-  NJ/CAMDEN
 JU3057  USGS QUAD   -  CAMDEN (1995)
 JU3057
 JU3057                         *CURRENT SURVEY CONTROL
 JU3057  ___________________________________________________________________
 JU3057* NAD 83(1996)-  39 57 51.74995(N)    075 06 54.25520(W)     ADJUSTED  
 JU3057* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3057  ___________________________________________________________________
 JU3057  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 JU3057  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU3057
 JU3057  HORZ ORDER  -  THIRD
 JU3057
 JU3057.The horizontal coordinates were established by classical geodetic methods
 JU3057.and adjusted by the National Geodetic Survey in September 1999..
 JU3057
 JU3057.The orthometric height was scaled from a topographic map.
 JU3057
 JU3057.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3057
 JU3057.The geoid height was determined by GEOID03.
 JU3057
 JU3057;                    North         East     Units Scale Factor Converg.
 JU3057;SPC NJ       -   125,740.366    97,454.516   MT  0.99993398   -0 23 42.3
 JU3057;SPC NJ       -   412,533.18    319,732.02   sFT  0.99993398   -0 23 42.3
 JU3057;SPC PA S     -    73,425.766   825,089.186   MT  0.99999529   +1 42 34.3
 JU3057;SPC PA S     -   240,897.70  2,706,980.10   sFT  0.99999529   +1 42 34.3
 JU3057;UTM  18      - 4,423,809.541   490,172.480   MT  0.99960119   -0 04 26.1
 JU3057
 JU3057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3057!SPC NJ       -   1.00000506  x   0.99993398  =   0.99993904
 JU3057!SPC PA S     -   1.00000506  x   0.99999529  =   1.00000035
 JU3057!UTM  18      -   1.00000506  x   0.99960119  =   0.99960624
 JU3057
 JU3057:                Primary Azimuth Mark                     Grid Az
 JU3057:SPC NJ       -  PHILADELPHIA WM CRAMP CHIMNEY            010 41 03.9
 JU3057:SPC PA S     -  PHILADELPHIA WM CRAMP CHIMNEY            008 34 47.3
 JU3057:UTM  18      -  PHILADELPHIA WM CRAMP CHIMNEY            010 21 47.7
 JU3057
 JU3057|---------------------------------------------------------------------|
 JU3057| PID    Reference Object                     Distance      Geod. Az  |
 JU3057|                                                           dddmmss.s |
 JU3057| JU3060 PHILADELPHIA WM CRAMP CHIMNEY       APPROX. 1.1 KM 0101721.6 |
 JU3057| CB3190 WEST PET RM 2                        15.690 METERS 14223     |
 JU3057| JU3061 CAMDEN HIGHLAND WORSTED CHIM        APPROX. 1.4 KM 1663215.4 |
 JU3057| CB3189 WEST PET RM 1                         8.890 METERS 17530     |
 JU3057| JU3052 CAMDEN COURTHOUSE BALL              APPROX. 2.2 KM 1893020.2 |
 JU3057| JU3196 CAMDEN RCA VICTOR BLDG FLAG         APPROX. 2.2 KM 2082952.5 |
 JU3057| JU3045 CAMDEN COOPER POINT TANK            APPROX. 1.0 KM 2200858.3 |
 JU3057|---------------------------------------------------------------------|
 JU3057
 JU3057                          SUPERSEDED SURVEY CONTROL
 JU3057
 JU3057  NAD 83(1991)-  39 57 51.74821(N)    075 06 54.25719(W) AD(       ) 3
 JU3057  NAD 83(1986)-  39 57 51.74613(N)    075 06 54.25687(W) AD(       ) 3
 JU3057  NAD 27      -  39 57 51.34600(N)    075 06 55.62400(W) AD(       ) 3
 JU3057
 JU3057.Superseded values are not recommended for survey control.
 JU3057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3057.See file dsdata.txt to determine how the superseded data were derived.
 JU3057
 JU3057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9017223810(NAD 83)
 JU3057_MARKER: Z = SEE DESCRIPTION
 JU3057_SETTING: 0 = UNSPECIFIED SETTING
 JU3057
 JU3057  HISTORY     - Date     Condition        Report By
 JU3057  HISTORY     - 1925     MONUMENTED       CGS
 JU3057  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3057
 JU3057                          STATION DESCRIPTION
 JU3057
 JU3057'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3057'LOCATED AT THE EXTREME NORTHWESTERN POINT OF PETTY ISLAND ON
 JU3057'CRAMPS WOODEN DOCK.  STATION IS MARKED BY THREE COPPER NAILS
 JU3057'DRIVEN INTO THE WOOD TO FORM A SMALL TRIANGLE.  IT IS ON THE
 JU3057'MAIN PART OF THE DOCK 3.35 FEET FROM THE OUTER LONG FACE
 JU3057'OF THE DOCK AND 7.4 FEET FROM THE CORNER WHERE THE DOCK EXTENDS
 JU3057'FURTHER OUT INTO THE RIVER IN A SMALL POINT.
 JU3057'
 JU3057'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE DISKS SET IN
 JU3057'CONCRETE, IN THE TOP OF A TILE.
 JU3057'
 JU3057'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
 JU3057
 JU3057                          STATION RECOVERY (1946)
 JU3057
 JU3057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3057'TWO HOURS SPENT SEARCHING FOR STATION.  STATION AND REFERENCE
 JU3057'MARKS WERE NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4674 ***********************************************************************
 KV4674  DESIGNATION -  WEST POWER HOUSE CHIMNEY
 KV4674  PID         -  KV4674
 KV4674  STATE/COUNTY-  NJ/ESSEX
 KV4674  USGS QUAD   -  ELIZABETH (1995)
 KV4674
 KV4674                         *CURRENT SURVEY CONTROL
 KV4674  ___________________________________________________________________
 KV4674* NAD 83(1996)-  40 44 13.84525(N)    074 09 51.41293(W)     ADJUSTED  
 KV4674* NAVD 88     -                                                        
 KV4674  ___________________________________________________________________
 KV4674  LAPLACE CORR-           5.69  (seconds)                    DEFLEC99
 KV4674  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KV4674
 KV4674  HORZ ORDER  -  THIRD
 KV4674
 KV4674.The horizontal coordinates were established by classical geodetic methods
 KV4674.and adjusted by the National Geodetic Survey in September 1999..
 KV4674
 KV4674
 KV4674.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4674
 KV4674.The geoid height was determined by GEOID03.
 KV4674
 KV4674;                    North         East     Units Scale Factor Converg.
 KV4674;SPC NJ       -   211,418.089   178,354.838   MT  0.99990989   +0 13 08.7
 KV4674;SPC NJ       -   693,627.51    585,152.50   sFT  0.99990989   +0 13 08.7
 KV4674;SPC NY L     -    63,366.085   286,123.451   MT  0.99999683   -0 06 26.8
 KV4674;SPC NY L     -   207,893.56    938,723.36   sFT  0.99999683   -0 06 26.8
 KV4674;UTM  18      - 4,509,917.983   570,564.039   MT  0.99966129   +0 32 43.5
 KV4674
 KV4674                          SUPERSEDED SURVEY CONTROL
 KV4674
 KV4674  NAD 83(1996)-  40 44 13.84513(N)    074 09 51.41314(W) AD(       ) 4
 KV4674  NAD 83(1986)-  40 44 13.84325(N)    074 09 51.41660(W) AD(       ) 4
 KV4674  NAD 27      -  40 44 13.47600(N)    074 09 52.90500(W) AD(       ) 3
 KV4674
 KV4674.Superseded values are not recommended for survey control.
 KV4674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4674.See file dsdata.txt to determine how the superseded data were derived.
 KV4674
 KV4674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7056409918(NAD 83)
 KV4674_MARKER: 85 = CHIMNEY
 KV4674
 KV4674  HISTORY     - Date     Condition        Report By
 KV4674  HISTORY     - 1913     FIRST OBSERVED   CGS
 KV4674
 KV4674                          STATION DESCRIPTION
 KV4674
 KV4674'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3993 ***********************************************************************
 KV3993  DESIGNATION -  WEST TOLL
 KV3993  PID         -  KV3993
 KV3993  STATE/COUNTY-  NJ/BERGEN
 KV3993  USGS QUAD   -  WEEHAWKEN (1995)
 KV3993
 KV3993                         *CURRENT SURVEY CONTROL
 KV3993  ___________________________________________________________________
 KV3993* NAD 83(1996)-  40 50 56.97185(N)    074 01 54.18250(W)     ADJUSTED  
 KV3993* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV3993  ___________________________________________________________________
 KV3993  LAPLACE CORR-           7.72  (seconds)                    DEFLEC99
 KV3993  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KV3993
 KV3993  HORZ ORDER  -  THIRD
 KV3993
 KV3993.The horizontal coordinates were established by classical geodetic methods
 KV3993.and adjusted by the National Geodetic Survey in September 1999..
 KV3993
 KV3993.The orthometric height was scaled from a topographic map.
 KV3993
 KV3993.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3993
 KV3993.The geoid height was determined by GEOID03.
 KV3993
 KV3993;                    North         East     Units Scale Factor Converg.
 KV3993;SPC NJ       -   223,903.500   189,484.847   MT  0.99991918   +0 18 22.7
 KV3993;SPC NJ       -   734,590.07    621,668.20   sFT  0.99991918   +0 18 22.7
 KV3993;SPC NY L     -    75,788.828   297,325.393   MT  0.99999490   -0 01 14.7
 KV3993;SPC NY L     -   248,650.51    975,475.06   sFT  0.99999490   -0 01 14.7
 KV3993;UTM  18      - 4,522,463.603   581,619.991   MT  0.99968199   +0 38 00.1
 KV3993
 KV3993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3993!SPC NJ       -   1.00000488  x   0.99991918  =   0.99992406
 KV3993!SPC NY L     -   1.00000488  x   0.99999490  =   0.99999978
 KV3993!UTM  18      -   1.00000488  x   0.99968199  =   0.99968687
 KV3993
 KV3993|---------------------------------------------------------------------|
 KV3993| PID    Reference Object                     Distance      Geod. Az  |
 KV3993|                                                           dddmmss.s |
 KV3993| CB6543 WEST TOLL RM 1                                     00036     |
 KV3993| KV3988 W RIDGEFIELD BOATHOUSE              393.565 METERS 02642     |
 KV3993| KV4030 EAST RIDGEFIELD BOATHOUSE USE       488.154 METERS 0391833.5 |
 KV3993| KV4005 EAST TOLL                           188.788 METERS 11656     |
 KV3993| KV3968 MEHR                                APPROX. 0.6 KM 1731856.8 |
 KV3993| CB6544 WEST TOLL RM 2                                     29741     |
 KV3993|---------------------------------------------------------------------|
 KV3993
 KV3993                          SUPERSEDED SURVEY CONTROL
 KV3993
 KV3993  NAD 83(1996)-  40 50 56.97169(N)    074 01 54.18260(W) AD(       ) 3
 KV3993  NAD 83(1996)-  40 50 56.97039(N)    074 01 54.18412(W) AD(       ) 3
 KV3993  NAD 83(1992)-  40 50 56.96895(N)    074 01 54.18480(W) AD(       ) 3
 KV3993  NAD 83(1986)-  40 50 56.97534(N)    074 01 54.18002(W) AD(       ) 3
 KV3993  NAD 27      -  40 50 56.61400(N)    074 01 55.68300(W) AD(       ) 3
 KV3993
 KV3993.Superseded values are not recommended for survey control.
 KV3993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3993.See file dsdata.txt to determine how the superseded data were derived.
 KV3993
 KV3993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8162022464(NAD 83)
 KV3993_MARKER: DD = SURVEY DISK
 KV3993_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV3993_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV3993
 KV3993  HISTORY     - Date     Condition        Report By
 KV3993  HISTORY     - 1914     MONUMENTED       USE
 KV3993  HISTORY     - 1932     MARK NOT FOUND   CGS
 KV3993
 KV3993                          STATION DESCRIPTION
 KV3993
 KV3993'DESCRIBED BY US ENGINEERS 1914 (SF)
 KV3993'STATION IS ON THE W SIDE OF HACKENSACK RIVER, ABOUT 75 METERS
 KV3993'(246 FEET) FROM THE W END OF THE BERGEN TURNPIKE BRIDGE AND ON
 KV3993'THE LEFT-HAND SIDE OF THE PATH OF ROAD LEADING TO HACKENSACK.  THIS
 KV3993'IS ALSO A STATION OF THE U.S. ENGINEERS, AND WAS ORIGINALLY
 KV3993'MARKED BY A COPPER NAIL IN A WOODEN PLUG DRIVEN FLUSH WITH THE
 KV3993'GROUND, BUT IS NOW MARKED BY A STANDARD BRASS DISK CEMENTED IN
 KV3993'THE TOP OF A 4-INCH TILE PIPE AND SUNK ABOUT 3 INCHES BELOW
 KV3993'THE GROUND SURFACE.  THE MARKING DISK USED IS ONE BELONGING TO
 KV3993'THE U.S. ENGINEERS.
 KV3993
 KV3993                          STATION RECOVERY (1932)
 KV3993
 KV3993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV3993'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2892 ***********************************************************************
 JU2892  DESIGNATION -  WEST TOWER
 JU2892  PID         -  JU2892
 JU2892  STATE/COUNTY-  NJ/ATLANTIC
 JU2892  USGS QUAD   -  MAYS LANDING (1989)
 JU2892
 JU2892                         *CURRENT SURVEY CONTROL
 JU2892  ___________________________________________________________________
 JU2892* NAD 83(1996)-  39 25 32.07320(N)    074 42 53.65207(W)     ADJUSTED  
 JU2892* NAVD 88     -                                                        
 JU2892  ___________________________________________________________________
 JU2892  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 JU2892  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JU2892
 JU2892  HORZ ORDER  -  THIRD
 JU2892
 JU2892.The horizontal coordinates were established by classical geodetic methods
 JU2892.and adjusted by the National Geodetic Survey in September 1999..
 JU2892
 JU2892
 JU2892.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2892
 JU2892.The geoid height was determined by GEOID03.
 JU2892
 JU2892;                    North         East     Units Scale Factor Converg.
 JU2892;SPC NJ       -    65,765.019   131,497.572   MT  0.99990421   -0 08 11.3
 JU2892;SPC NJ       -   215,764.07    431,421.62   sFT  0.99990421   -0 08 11.3
 JU2892;UTM  18      - 4,364,043.698   524,538.470   MT  0.99960741   +0 10 51.8
 JU2892
 JU2892                          SUPERSEDED SURVEY CONTROL
 JU2892
 JU2892  NAD 83(1986)-  39 25 32.06360(N)    074 42 53.65202(W) AD(       ) 4
 JU2892  NAD 27      -  39 25 31.64600(N)    074 42 55.06700(W) AD(       ) 3
 JU2892
 JU2892.Superseded values are not recommended for survey control.
 JU2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2892.See file dsdata.txt to determine how the superseded data were derived.
 JU2892
 JU2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2453864044(NAD 83)
 JU2892_MARKER: 55 = TOWER
 JU2892
 JU2892  HISTORY     - Date     Condition        Report By
 JU2892  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU2892  HISTORY     - 1937     GOOD             CGS
 JU2892  HISTORY     - 1955     GOOD             CGS
 JU2892
 JU2892                          STATION DESCRIPTION
 JU2892
 JU2892'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2892'THE STATION IS A TALL STEEL TOWER ABOUT 110 FEET HIGH THAT
 JU2892'SUPPORTS ELECTRIC CABLES CROSSING THE GREAT EGG HARBOR RIVER.  IT
 JU2892'IS ON A SAND FILL ON A POINT ON THE W SIDE OF THE RIVER, 1.6
 JU2892'NAUTICAL MILES SSE OF THE STEEL BULKHEAD AT MAYS LANDING, AND
 JU2892'34 METERS W OF THE HIGH WATER LINE.  THE STATION IS NOT
 JU2892'MARKED.  IT CANNOT BE SEEN FROM THE GROUND AT MAYS LANDING.  IT
 JU2892'WAS REACHED BY BOAT BY THIS PARTY.  IT CAN ALSO BE REACHED BY
 JU2892'ROAD.  FROM THE GROUND AT THIS STATION, TRIANGULATION STATION
 JU2892'EAST TOWER, 1935 IS THE ONLY TRIANGULATION STATION THAT CAN
 JU2892'BE SEEN.
 JU2892
 JU2892                          STATION RECOVERY (1955)
 JU2892
 JU2892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JHB)
 JU2892'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0124 ***********************************************************************
 KV0124  DESIGNATION -  WEST USE
 KV0124  PID         -  KV0124
 KV0124  STATE/COUNTY-  NJ/BERGEN
 KV0124  USGS QUAD   -  ORANGE (1981)
 KV0124
 KV0124                         *CURRENT SURVEY CONTROL
 KV0124  ___________________________________________________________________
 KV0124* NAD 83(1986)-  40 49 16.     (N)    074 07 37.     (W)     SCALED    
 KV0124* NAVD 88     -        11.150  (meters)      36.58   (feet)  ADJUSTED  
 KV0124  ___________________________________________________________________
 KV0124  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KV0124  DYNAMIC HT  -          11.145 (meters)      36.56  (feet)  COMP
 KV0124  MODELED GRAV-     980,224.0   (mgal)                       NAVD 88
 KV0124
 KV0124  VERT ORDER  -  FIRST     CLASS II
 KV0124
 KV0124.The horizontal coordinates were scaled from a topographic map and have
 KV0124.an estimated accuracy of +/- 6 seconds.
 KV0124
 KV0124.The orthometric height was determined by differential leveling
 KV0124.and adjusted by the National Geodetic Survey in June 1991..
 KV0124
 KV0124.The geoid height was determined by GEOID03.
 KV0124
 KV0124.The dynamic height is computed by dividing the NAVD 88
 KV0124.geopotential number by the normal gravity value computed on the
 KV0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0124.degrees latitude (g = 980.6199 gals.).
 KV0124
 KV0124.The modeled gravity was interpolated from observed gravity values.
 KV0124
 KV0124;                    North         East    Units  Estimated Accuracy
 KV0124;SPC NJ       -   220,750.      181,470.      MT  (+/- 180 meters Scaled)
 KV0124
 KV0124                          SUPERSEDED SURVEY CONTROL
 KV0124
 KV0124  NGVD 29 (??/??/??)   11.468  (m)           37.62   (f) ADJUSTED    1 2
 KV0124
 KV0124.Superseded values are not recommended for survey control.
 KV0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0124.See file dsdata.txt to determine how the superseded data were derived.
 KV0124
 KV0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL736192(NAD 83)
 KV0124_MARKER: Z = SEE DESCRIPTION
 KV0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0124_SP_SET: ABUTMENT
 KV0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0124
 KV0124  HISTORY     - Date     Condition        Report By
 KV0124  HISTORY     - 1933     MONUMENTED       DOD
 KV0124  HISTORY     - 1934     GOOD             CGS
 KV0124  HISTORY     - 20060413 GOOD             GEOCAC
 KV0124
 KV0124                          STATION DESCRIPTION
 KV0124
 KV0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0124'AT LYNDHURST.
 KV0124'AT LYNDHURST, BERGEN COUNTY, 0.3 MILE WEST ALONG THE DELAWARE,
 KV0124'LACKAWANNA AND WESTERN RAILROAD FROM THE STATION, AT THE WEST
 KV0124'END OF THE BRIDGE OVER PASSAIC RIVER, AND IN THE TOP OF THE
 KV0124'SOUTH CAPSTONE OF THE WEST ABUTMENT.  A 1-3/4-INCH ROUND CASTING,
 KV0124'LETTERED U.S.E.D. H.L. STA.  NOTE-- THE DELAWARE, LACKAWANNA AND
 KV0124'WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE
 KV0124'ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV0124
 KV0124                          STATION RECOVERY (2006)
 KV0124
 KV0124'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4206 ***********************************************************************
 KV4206  DESIGNATION -  WEST WATER TANK NEAR SAN
 KV4206  PID         -  KV4206
 KV4206  STATE/COUNTY-  NJ/ESSEX
 KV4206  USGS QUAD   -  ORANGE (1981)
 KV4206
 KV4206                         *CURRENT SURVEY CONTROL
 KV4206  ___________________________________________________________________
 KV4206* NAD 83(1996)-  40 50 54.87487(N)    074 14 57.51662(W)     ADJUSTED  
 KV4206* NAVD 88     -                                                        
 KV4206  ___________________________________________________________________
 KV4206  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 KV4206  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KV4206
 KV4206  HORZ ORDER  -  THIRD
 KV4206
 KV4206.The horizontal coordinates were established by classical geodetic methods
 KV4206.and adjusted by the National Geodetic Survey in September 1999..
 KV4206
 KV4206
 KV4206.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4206
 KV4206.The geoid height was determined by GEOID03.
 KV4206
 KV4206;                    North         East     Units Scale Factor Converg.
 KV4206;SPC NJ       -   223,763.526   171,137.928   MT  0.99990550   +0 09 50.3
 KV4206;SPC NJ       -   734,130.83    561,475.02   sFT  0.99990550   +0 09 50.3
 KV4206;SPC NY L     -    75,753.575   278,976.447   MT  0.99999490   -0 09 47.0
 KV4206;SPC NY L     -   248,534.85    915,275.23   sFT  0.99999490   -0 09 47.0
 KV4206;UTM  18      - 4,522,218.965   563,278.696   MT  0.99964928   +0 29 27.7
 KV4206
 KV4206                          SUPERSEDED SURVEY CONTROL
 KV4206
 KV4206  NAD 83(1996)-  40 50 54.87467(N)    074 14 57.51683(W) AD(       ) 4
 KV4206  NAD 83(1986)-  40 50 54.87275(N)    074 14 57.51537(W) AD(       ) 4
 KV4206  NAD 27      -  40 50 54.51400(N)    074 14 58.98600(W) AD(       ) 3
 KV4206
 KV4206.Superseded values are not recommended for survey control.
 KV4206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4206.See file dsdata.txt to determine how the superseded data were derived.
 KV4206
 KV4206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL6327922219(NAD 83)
 KV4206_MARKER: 51 = TANK
 KV4206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV4206+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2005
 KV4206
 KV4206  HISTORY     - Date     Condition        Report By
 KV4206  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV4206  HISTORY     - 20051125 GOOD             GEOCAC
 KV4206
 KV4206                          STATION DESCRIPTION
 KV4206
 KV4206'DESCRIBED BY GEOCACHING 2005 (PR)
 KV4206'THE SANITARIUM WAS DEMOLISHED LONG AGO.  THE WATER TOWERS STILL STAND.
 KV4206'THE AREA IS NOW HILLTOP RESERVATION, IN THE ESSEX COUNTY PARK SYSTEM.
 KV4206'PARKING IS AVAILABLE ON FAIRVIEW AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2886 ***********************************************************************
 JU2886  DESIGNATION -  WESTERNMOST OF TWIN TANKS
 JU2886  PID         -  JU2886
 JU2886  STATE/COUNTY-  NJ/ATLANTIC
 JU2886  USGS QUAD   -  MAYS LANDING (1989)
 JU2886
 JU2886                         *CURRENT SURVEY CONTROL
 JU2886  ___________________________________________________________________
 JU2886* NAD 83(1996)-  39 27 10.56024(N)    074 44 14.77713(W)     ADJUSTED  
 JU2886* NAVD 88     -                                                        
 JU2886  ___________________________________________________________________
 JU2886  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 JU2886  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JU2886
 JU2886  HORZ ORDER  -  THIRD
 JU2886
 JU2886.The horizontal coordinates were established by classical geodetic methods
 JU2886.and adjusted by the National Geodetic Survey in September 1999..
 JU2886
 JU2886
 JU2886.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2886
 JU2886.The geoid height was determined by GEOID03.
 JU2886
 JU2886;                    North         East     Units Scale Factor Converg.
 JU2886;SPC NJ       -    68,806.921   129,565.403   MT  0.99990514   -0 09 03.2
 JU2886;SPC NJ       -   225,744.04    425,082.49   sFT  0.99990514   -0 09 03.2
 JU2886;UTM  18      - 4,367,073.939   522,590.047   MT  0.99960628   +0 10 00.6
 JU2886
 JU2886                          SUPERSEDED SURVEY CONTROL
 JU2886
 JU2886  NAD 83(1986)-  39 27 10.55129(N)    074 44 14.77837(W) AD(       ) 4
 JU2886  NAD 27      -  39 27 10.13300(N)    074 44 16.18700(W) AD(       ) 3
 JU2886
 JU2886.Superseded values are not recommended for survey control.
 JU2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2886.See file dsdata.txt to determine how the superseded data were derived.
 JU2886
 JU2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2259067074(NAD 83)
 JU2886_MARKER: 51 = TANK
 JU2886
 JU2886  HISTORY     - Date     Condition        Report By
 JU2886  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU2886
 JU2886                          STATION DESCRIPTION
 JU2886
 JU2886'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5849 ***********************************************************************
 KV5849  DESIGNATION -  WESTONS
 KV5849  PID         -  KV5849
 KV5849  STATE/COUNTY-  NJ/MIDDLESEX
 KV5849  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5849
 KV5849                         *CURRENT SURVEY CONTROL
 KV5849  ___________________________________________________________________
 KV5849* NAD 83(1996)-  40 28 59.36368(N)    074 24 54.14534(W)     ADJUSTED  
 KV5849* NAVD 88     -        18.0    (meters)      59.     (feet)  GPS OBS   
 KV5849  ___________________________________________________________________
 KV5849  X           -   1,305,194.479 (meters)                     COMP
 KV5849  Y           -  -4,679,423.465 (meters)                     COMP
 KV5849  Z           -   4,118,927.887 (meters)                     COMP
 KV5849  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 KV5849  ELLIP HEIGHT-         -14.77  (meters)          (10/23/02) GPS OBS
 KV5849  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV5849
 KV5849  HORZ ORDER  -  FIRST
 KV5849  ELLP ORDER  -  FOURTH    CLASS I
 KV5849
 KV5849.The horizontal coordinates were established by GPS observations
 KV5849.and adjusted by the National Geodetic Survey in May 1999..
 KV5849
 KV5849.The orthometric height was determined by GPS observations and a
 KV5849.high-resolution geoid model.
 KV5849
 KV5849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5849
 KV5849.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5849
 KV5849.The ellipsoidal height was determined by GPS observations
 KV5849.and is referenced to NAD 83.
 KV5849
 KV5849.The geoid height was determined by GEOID03.
 KV5849
 KV5849;                    North         East     Units Scale Factor Converg.
 KV5849;SPC NJ       -   183,161.869   157,202.919   MT  0.99990064   +0 03 18.6
 KV5849;SPC NJ       -   600,923.57    515,756.58   sFT  0.99990064   +0 03 18.6
 KV5849;UTM  18      - 4,481,549.429   549,578.417   MT  0.99963026   +0 22 47.2
 KV5849
 KV5849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5849!SPC NJ       -   1.00000232  x   0.99990064  =   0.99990296
 KV5849!UTM  18      -   1.00000232  x   0.99963026  =   0.99963258
 KV5849
 KV5849                          SUPERSEDED SURVEY CONTROL
 KV5849
 KV5849  NAD 83(1996)-  40 28 59.36343(N)    074 24 54.14687(W) AD(       ) 1
 KV5849  NAD 83(1986)-  40 28 59.36293(N)    074 24 54.14758(W) AD(       ) 1
 KV5849  NAD 83(1986)-  40 28 59.36484(N)    074 24 54.14802(W) AD(       ) 1
 KV5849  NAD 83(1986)-  40 28 59.36467(N)    074 24 54.14579(W) AD(       ) 1
 KV5849  NGVD 29 (09/27/88)   18.4    (m)           60.     (f) GPS OBS        
 KV5849
 KV5849.Superseded values are not recommended for survey control.
 KV5849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5849.See file dsdata.txt to determine how the superseded data were derived.
 KV5849
 KV5849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4957881549(NAD 83)
 KV5849_MARKER: DD = SURVEY DISK
 KV5849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5849_SP_SET: CONCRETE POST
 KV5849_STAMPING: WESTONS
 KV5849_MARK LOGO: PSEG  
 KV5849_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5849+STABILITY: SURFACE MOTION
 KV5849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5849+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 KV5849
 KV5849  HISTORY     - Date     Condition        Report By
 KV5849  HISTORY     - 1985     MONUMENTED       PSEG
 KV5849  HISTORY     - 1985     GOOD             GEOHYD
 KV5849  HISTORY     - 19901115 GOOD             NJGS
 KV5849  HISTORY     - 19901115 GOOD             NJGS
 KV5849  HISTORY     - 19910131 GOOD
 KV5849  HISTORY     - 19920205 GOOD
 KV5849  HISTORY     - 19940412 GOOD             NJGS
 KV5849  HISTORY     - 20040301 GOOD             NJGS
 KV5849
 KV5849                          STATION DESCRIPTION
 KV5849
 KV5849'DESCRIBED BY PUBLIC SERVICE E + G 1985 (AXH)
 KV5849'THE STATION IS LOCATED ABOUT 1.0 KM (0.6 MI) SOUTH OF THE U.S.
 KV5849'HIGHWAY 1 BRIDGE OVER THE RARITAN RIVER AT THE JUNCTION OF U.S.
 KV5849'HIGHWAY 1 WITH STATE ROUTE 18.
 KV5849'OWNERSHIP--HIGHWAY,PSE+G RIGHT OF WAY.
 KV5849'
 KV5849'TO REACH THE STATION FROM THE WEST BOUND LANE OF STATE ROUTE 18,
 KV5849'TURN LEFT SOUTH INTO THE STATE ROUTE 18 MEDIAN JUST AFTER PASSING
 KV5849'THE NORTHBOUND TURNOFF RAMP TO U.S. HIGHWAY 1.
 KV5849'
 KV5849'THE STATION MARK IS A STANDARD PSE+G DISK SET IN A CONCRETE POST
 KV5849'2 METERS (6 FT) NORTH OF TOWER 13/1 OF THE TRANSMISSION POWER LINE
 KV5849'RIGHT OF WAY OVER STATE ROUTE 18.
 KV5849'
 KV5849'DESCRIBED BY GEO/HYDRO
 KV5849
 KV5849                          STATION RECOVERY (1985)
 KV5849
 KV5849'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1985
 KV5849'RECOVERED IN GOOD CONDITION.
 KV5849
 KV5849                          STATION RECOVERY (1990)
 KV5849
 KV5849'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5849'THE STATION IS LOCATED IN NEW BRUNSWICK, ON THE TRANSMISSION POWER
 KV5849'LINE RIGHT OF WAY BETWEEN THE WESTBOUND AND THE FORMER EASTBOUND
 KV5849'LANES OF STATE ROUTE 18 AT THE JUNCTION OF U.S. HIGHWAY ROUTE 1 AND
 KV5849'STATE ROUTE 18, NEAR THE NORTHEAST TOWER LEG TO TOWER NUMBER 13/1 SB
 KV5849'RS22193. TO REACH THE STATION FROM THE ROUTE 18 BRIDGE SPANNING THE
 KV5849'NEW JERSEY TURNPIKE, PROCEED 1.12 KM (0.70 MI) NORTH NORTHWEST ON
 KV5849'ROUTE 18, STAYING IN THE LEFT LANE, TO A DRIVEWAY IN THE MEDIAN
 KV5849'BETWEEN THE WESTBOUND LANES AND THE OLD EASTBOUND LANES.  THE
 KV5849'DRIVEWAY IS JUST NORTHEAST OF THE STATION NAD TRANSMISSION TOWER.
 KV5849'MAKE A HARD LEFT INTO THE DRIVE AND GO STRAIGHT AHEAD TO THE TOWER
 KV5849'AND STATION.  THE STATION IS ALSO ABOUT 0.16 KM (0.10 MI) NORTH
 KV5849'NORTHWEST OF THE ROUTE 18 BRIDGE SPANNING WESTONS MILLS POND, 6.89 M
 KV5849'(22.60 FT) NORTHEAST OF A DRILL HOLE IN THE NORTHWEST LEG FOUNDATION
 KV5849'OF THE TOWER, 2.05 M (6.73 FT) NORTH OF A DRILL HOLE IN THE NORTHEAST
 KV5849'LEG FOUNDATION OF THE TOWER, 16.3 M (53.5 FT) SOUTH OF THE CENTER OF
 KV5849'THE DRIVEWAY APRON, 18.65 M (61.19 FT) SOUTHEAST OF POLE 62841 NBK,
 KV5849'0.4 M (1.3 FT) EAST OF A CARSONITE WITNESS POST AND PROJECTING 0.1 M.
 KV5849'(0.3 FT)  THE DISK HAS BEEN MARED POSSIBLY BY MOWER ACTIVITY.  THE
 KV5849'CENTER PUNCH AND TRIANGLE WERE RECOVERED INTACT AND THE DISK
 KV5849'RESTAMPED.  THE CENTER PUNCH IS VISIBLE, INSCRIPTION HAS BEEN DAMAGED
 KV5849'AND IS BARELY VISIBLE.
 KV5849
 KV5849                          STATION RECOVERY (1990)
 KV5849
 KV5849'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5849'THE STATION IS LOCATED IN NEW BRUNSWICK, ON THE TRANSMISSION POWER
 KV5849'LINE RIGHT OF WAY BETWEEN THE WESTBOUND AND THE FORMER EASTBOUND
 KV5849'LANES OF STATE ROUTE 18 AT THE JUNCTION OF U.S. HIGHWAY ROUTE 1 AND
 KV5849'STATE ROUTE 18, NEAR THE NORTHEAST TOWER LEG TO TOWER NUMBER 13/1 SB
 KV5849'RS22193. TO REACH THE STATION FROM THE ROUTE 18 BRIDGE SPANNING THE
 KV5849'NEW JERSEY TURNPIKE, PROCEED 1.12 KM (0.70 MI) NORTH NORTHWEST ON
 KV5849'ROUTE 18, STAYING IN THE LEFT LANE, TO A DRIVEWAY IN THE MEDIAN
 KV5849'BETWEEN THE WESTBOUND LANES AND THE OLD EASTBOUND LANES.  THE
 KV5849'DRIVEWAY IS JUST NORTHEAST OF THE STATION NAD TRANSMISSION TOWER.
 KV5849'MAKE A HARD LEFT INTO THE DRIVE AND GO STRAIGHT AHEAD TO THE TOWER
 KV5849'AND STATION.  THE STATION IS ALSO ABOUT 0.16 KM (0.10 MI) NORTH
 KV5849'NORTHWEST OF THE ROUTE 18 BRIDGE SPANNING WESTONS MILLS POND, 6.89 M
 KV5849'(22.60 FT) NORTHEAST OF A DRILL HOLE IN THE NORTHWEST LEG FOUNDATION
 KV5849'OF THE TOWER, 2.05 M (6.73 FT) NORTH OF A DRILL HOLE IN THE NORTHEAST
 KV5849'LEG FOUNDATION OF THE TOWER, 16.3 M (53.5 FT) SOUTH OF THE CENTER OF
 KV5849'THE DRIVEWAY APRON, 18.65 M (61.19 FT) SOUTHEAST OF POLE 62841 NBK,
 KV5849'0.4 M (1.3 FT) EAST OF A CARSONITE WITNESS POST AND PROJECTING 0.1 M.
 KV5849'THE DISK HAS BEEN MARED POSSIBLY BY MOWER ACTIVITY.  THE CENTER
 KV5849'PUNCH AND TRIANGLE WERE RECOVERED INTACT AND THE DISK RESTAMPED.  THE
 KV5849'CENTER PUNCH IS VISIBLE, INSCRIPTION HAS BEEN DAMAGED AND IS BARELY
 KV5849'VISIBLE.
 KV5849
 KV5849                          STATION RECOVERY (1991)
 KV5849
 KV5849'RECOVERED 1991
 KV5849'RECOVERED IN GOOD CONDITION.
 KV5849
 KV5849                          STATION RECOVERY (1992)
 KV5849
 KV5849'RECOVERED 1992
 KV5849'RECOVERED IN GOOD CONDITION.
 KV5849
 KV5849                          STATION RECOVERY (1994)
 KV5849
 KV5849'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 KV5849'THE STATION IS LOCATED IN THE CITY OF NEW BRUNSWICK, ON THE PUBLIC
 KV5849'SERVICE ELECTRIC AND GAS COMPANY ELECTRIC TRANSMISSION POWER LINE
 KV5849'RIGHT OF WAY BETWEEN THE WESTBOUND AND THE FORMER EASTBOUND LANES OF
 KV5849'STATE ROUTE 18 AT THE JUNCTION OF U.S. HIGHWAY ROUTE 1 AND STATE ROUTE
 KV5849'18, NEAR THE NORTHEAST TOWER LEG TO TOWER NUMBER 13/1 SB RS22193. TO
 KV5849'REACH THE STATION FROM THE ROUTE 18 BRIDGE CROSSING THE NEW JERSEY
 KV5849'TURNPIKE, GO 0.70 MI (1.13 KM) NORTH NORTHWEST ON ROUTE 18, STAYING IN
 KV5849'THE LEFT LANE, TO THE TOWER SET IN THE MEDIAN BETWEEN THE WESTBOUND
 KV5849'LANES AND THE OLD EASTBOUND LANES. MAKE A HARD LEFT OVER THE CURBLINE
 KV5849'AND GO STRAIGHT AHEAD TO THE TOWER AND STATION. THE STATION IS ALSO
 KV5849'ABOUT 0.10 MI (0.16 KM) NORTH NORTHWEST FROM THE ROUTE 18 BRIDGE
 KV5849'CROSSING WESTONS MILLS POND.  THE STATION IS 6.89 M (22.60 FT)
 KV5849'NORTHEAST FROM A DRILL HOLE IN THE NORTHWEST LEG FOUNDATION OF THE
 KV5849'TOWER, 2.05 M (6.73 FT) NORTH FROM A DRILL HOLE IN THE NORTHEAST LEG
 KV5849'FOUNDATION OF THE TOWER, 16.3 M (53.5 FT) SOUTH FROM THE CENTER OF THE
 KV5849'DRIVEWAY APRON, 18.65 M (61.19 FT) SOUTHEAST FROM POLE 62841 NBK, 0.4
 KV5849'M (1.3 FT) EAST FROM A CARSONITE WITNESS POST. THE STATION PROJECTS
 KV5849'ABOUT 0.1 M (0.3 FT) ABOVE THE GROUND. THE DISK HAS BEEN MARED
 KV5849'POSSIBLY BY MOWER ACTIVITY.  THE CENTER PUNCH AND TRIANGLE WERE
 KV5849'RECOVERED INTACT AND THE DISK RESTAMPED.  THE CENTER PUNCH IS VISIBLE,
 KV5849'INSCRIPTION HAS BEEN DAMAGED AND IS BARELY VISIBLE.
 KV5849
 KV5849                          STATION RECOVERY (2004)
 KV5849
 KV5849'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2004 (MVI)
 KV5849'STATION WAS RECOVERED AS DESCRIBED. THE TOP OF DISK HAS BEEN
 KV5849'COMPLETELY WORN OFF AND IS UNUSABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3079 ***********************************************************************
 JU3079  DESIGNATION -  WESTVILLE MUNICIPAL TANK
 JU3079  PID         -  JU3079
 JU3079  STATE/COUNTY-  NJ/GLOUCESTER
 JU3079  USGS QUAD   -  WOODBURY (1995)
 JU3079
 JU3079                         *CURRENT SURVEY CONTROL
 JU3079  ___________________________________________________________________
 JU3079* NAD 83(1996)-  39 52 21.42473(N)    075 07 35.09462(W)     ADJUSTED  
 JU3079* NAVD 88     -                                                        
 JU3079  ___________________________________________________________________
 JU3079  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 JU3079  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU3079
 JU3079  HORZ ORDER  -  THIRD
 JU3079
 JU3079.The horizontal coordinates were established by classical geodetic methods
 JU3079.and adjusted by the National Geodetic Survey in September 1999..
 JU3079
 JU3079
 JU3079.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3079
 JU3079.The geoid height was determined by GEOID03.
 JU3079
 JU3079;                    North         East     Units Scale Factor Converg.
 JU3079;SPC NJ       -   115,559.958    96,413.895   MT  0.99993534   -0 24 05.7
 JU3079;SPC NJ       -   379,132.96    316,317.92   sFT  0.99993534   -0 24 05.7
 JU3079;SPC PA S     -    63,213.323   824,423.011   MT  1.00001005   +1 42 07.8
 JU3079;SPC PA S     -   207,392.38  2,704,794.50   sFT  1.00001005   +1 42 07.8
 JU3079;UTM  18      - 4,413,626.862   489,189.213   MT  0.99960144   -0 04 51.8
 JU3079
 JU3079                          SUPERSEDED SURVEY CONTROL
 JU3079
 JU3079  NAD 83(1991)-  39 52 21.42055(N)    075 07 35.09619(W) AD(       ) 4
 JU3079  NAD 83(1986)-  39 52 21.41735(N)    075 07 35.09794(W) AD(       ) 4
 JU3079  NAD 27      -  39 52 21.01600(N)    075 07 36.45000(W) AD(       ) 3
 JU3079
 JU3079.Superseded values are not recommended for survey control.
 JU3079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3079.See file dsdata.txt to determine how the superseded data were derived.
 JU3079
 JU3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8918913627(NAD 83)
 JU3079_MARKER: 53 = ELEVATED TANK
 JU3079
 JU3079  HISTORY     - Date     Condition        Report By
 JU3079  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3079  HISTORY     - 1935     GOOD             CGS
 JU3079  HISTORY     - 1946     GOOD             CGS
 JU3079  HISTORY     - 19930922 SEE DESCRIPTION  STEWRT
 JU3079
 JU3079                          STATION DESCRIPTION
 JU3079
 JU3079'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3079'THIS STATION IS THE CENTER OF THE WESTVILLE MUNICIPAL WATER TANK
 JU3079'IN THE TRIANGULAR AREA BETWEEN PENNSYLVANIA RAILROAD, CROWN
 JU3079'POINT ROAD, AND RIVER DRIVE.  IT IS ABOUT 175 FEET SW OF RIVER
 JU3079'DRIVE AND 100 FEET SE OF PENNSYLVANIA RAILROAD TRACK.  IT IS A
 JU3079'CYLINDRICAL SILVER STEEL TANK WITH A FLAT TOP AND CONICAL
 JU3079'BOTTOM.  IT IS SUPPORTED BY EIGHT STEEL LEGS AND IS ABOUT 120
 JU3079'FEET HIGH.  IT HAS A STEEL PLATFORM AND FENCE AROUND THE TOP
 JU3079'AND IS LETTERED WESTVILLE ON THE NE AND SW SIDES.
 JU3079
 JU3079                          STATION RECOVERY (1935)
 JU3079
 JU3079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 JU3079'AT WESTVILLE, 200 METERS NE OF THE CROWN POINT ROAD INTERSECTION
 JU3079'WITH THE RAILROAD.  THE CENTRAL AXIS OF A 200-FOOT FLAT TOP
 JU3079'CIRCULAR ALUMINUM PAINTED TANK ON STEEL TOWER.
 JU3079
 JU3079                          STATION RECOVERY (1946)
 JU3079
 JU3079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3079'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU3079'AND THE 1935 RECOVERY NOTE ARE ADEQUATE, EXCEPT FOR THE FOLLOWING
 JU3079'CHANGE AND DELETION--
 JU3079'
 JU3079'CHANGE 200-FOOT FLAT-TOP TO 125-FOOT FLAT-TOP.
 JU3079'
 JU3079'DELETE AND IS LETTERED WESTVILLE ON THE NE AND SW SIDES.
 JU3079
 JU3079                          STATION RECOVERY (1993)
 JU3079
 JU3079'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1993 (JMS)
 JU3079'POSITION HAS CHANGED.  NEW TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4376 ***********************************************************************
 JU4376  DESIGNATION -  WEYMOUTH
 JU4376  PID         -  JU4376
 JU4376  STATE/COUNTY-  NJ/ATLANTIC
 JU4376  USGS QUAD   -  NEWTONVILLE (1972)
 JU4376
 JU4376                         *CURRENT SURVEY CONTROL
 JU4376  ___________________________________________________________________
 JU4376* NAD 83(1996)-  39 30 37.87070(N)    074 46 25.19345(W)     ADJUSTED  
 JU4376* NAVD 88     -         7.7    (meters)      25.     (feet)  GPS OBS   
 JU4376  ___________________________________________________________________
 JU4376  X           -   1,294,107.634 (meters)                     COMP
 JU4376  Y           -  -4,754,469.248 (meters)                     COMP
 JU4376  Z           -   4,036,188.073 (meters)                     COMP
 JU4376  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 JU4376  ELLIP HEIGHT-         -26.08  (meters)          (10/23/02) GPS OBS
 JU4376  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JU4376
 JU4376  HORZ ORDER  -  FIRST
 JU4376  ELLP ORDER  -  FOURTH    CLASS I
 JU4376
 JU4376.The horizontal coordinates were established by GPS observations
 JU4376.and adjusted by the National Geodetic Survey in May 1999..
 JU4376
 JU4376.The orthometric height was determined by GPS observations and a
 JU4376.high-resolution geoid model.
 JU4376
 JU4376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4376
 JU4376.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4376
 JU4376.The ellipsoidal height was determined by GPS observations
 JU4376.and is referenced to NAD 83.
 JU4376
 JU4376.The geoid height was determined by GEOID03.
 JU4376
 JU4376;                    North         East     Units Scale Factor Converg.
 JU4376;SPC NJ       -    75,208.627   126,467.036   MT  0.99990682   -0 10 26.8
 JU4376;SPC NJ       -   246,746.97    414,917.27   sFT  0.99990682   -0 10 26.8
 JU4376;UTM  18      - 4,373,456.436   519,457.149   MT  0.99960466   +0 08 38.4
 JU4376
 JU4376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4376!SPC NJ       -   1.00000409  x   0.99990682  =   0.99991091
 JU4376!UTM  18      -   1.00000409  x   0.99960466  =   0.99960875
 JU4376
 JU4376                          SUPERSEDED SURVEY CONTROL
 JU4376
 JU4376  ELLIP H (05/14/99)  -26.09   (m)                       GP(       ) 4 1
 JU4376  NAD 83(1992)-  39 30 37.86094(N)    074 46 25.19276(W) AD(       ) 1
 JU4376
 JU4376.Superseded values are not recommended for survey control.
 JU4376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4376.See file dsdata.txt to determine how the superseded data were derived.
 JU4376
 JU4376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1945773456(NAD 83)
 JU4376_MARKER: DD = SURVEY DISK
 JU4376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4376_SP_SET: CONCRETE POST
 JU4376_STAMPING: WEYMOUTH 1993
 JU4376_MARK LOGO: HAMTWP
 JU4376_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 JU4376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4376+STABILITY: SURFACE MOTION
 JU4376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4376+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2003
 JU4376
 JU4376  HISTORY     - Date     Condition        Report By
 JU4376  HISTORY     - 1993     MONUMENTED       HAMTWP
 JU4376  HISTORY     - 20031014 GOOD             INDIV
 JU4376
 JU4376                          STATION DESCRIPTION
 JU4376
 JU4376'DESCRIBED BY HAMILTON TOWNSHIP NEW JERSEY 1993
 JU4376'IN HAMILTON TOWNSHIP ON THE SOUTHWEST SIDE OF U.S. ROUTE 322.  TO
 JU4376'REACH FROM THE JUNCTION OF U.S. ROUTE 322 AND COUNTY ROUTE 559 IN
 JU4376'WEYMOUTH, GO SOUTHEAST ON ROUTE 322 FOR 0.9 KM (0.6 MI) TO THE
 JU4376'STATION ON THE RIGHT.
 JU4376'THE STATION IS RECESSED ABOUT 3 CM AND IS 3.6 M (11.8 FT) SOUTHWEST OF
 JU4376'THE SOUTHWEST EDGE OF THE PAVED SHOULDER ON ROUTE 322, 39.7 M
 JU4376'(130.2 FT) NORTHWEST OF POLE 33974, AND 36.1 M (118.4 FT) SOUTHEAST
 JU4376'OF POLE BT 12 HE.
 JU4376
 JU4376                          STATION RECOVERY (2003)
 JU4376
 JU4376'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BDT)
 JU4376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0399 ***********************************************************************
 JU0399  DESIGNATION -  WHALE
 JU0399  PID         -  JU0399
 JU0399  STATE/COUNTY-  NJ/CAPE MAY
 JU0399  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0399
 JU0399                         *CURRENT SURVEY CONTROL
 JU0399  ___________________________________________________________________
 JU0399* NAD 83(1996)-  39 10 36.51205(N)    074 40 31.05939(W)     ADJUSTED  
 JU0399* NAVD 88     -         2.026  (meters)       6.65   (feet)  ADJUSTED  
 JU0399  ___________________________________________________________________
 JU0399  X           -   1,308,474.855 (meters)                     COMP
 JU0399  Y           -  -4,774,888.182 (meters)                     COMP
 JU0399  Z           -   4,007,531.642 (meters)                     COMP
 JU0399  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 JU0399  ELLIP HEIGHT-         -32.86  (meters)          (10/23/02) GPS OBS
 JU0399  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 JU0399  DYNAMIC HT  -           2.025 (meters)       6.64  (feet)  COMP
 JU0399  MODELED GRAV-     980,079.3   (mgal)                       NAVD 88
 JU0399
 JU0399  HORZ ORDER  -  FIRST
 JU0399  VERT ORDER  -  FIRST     CLASS II
 JU0399  ELLP ORDER  -  FOURTH    CLASS I
 JU0399
 JU0399.The horizontal coordinates were established by GPS observations
 JU0399.and adjusted by the National Geodetic Survey in May 1999..
 JU0399
 JU0399.The orthometric height was determined by differential leveling
 JU0399.and adjusted by the National Geodetic Survey in March 2001..
 JU0399.No vertical observational check was made to the station.
 JU0399
 JU0399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0399
 JU0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0399
 JU0399.The ellipsoidal height was determined by GPS observations
 JU0399.and is referenced to NAD 83.
 JU0399
 JU0399.The geoid height was determined by GEOID03.
 JU0399
 JU0399.The dynamic height is computed by dividing the NAVD 88
 JU0399.geopotential number by the normal gravity value computed on the
 JU0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0399.degrees latitude (g = 980.6199 gals.).
 JU0399
 JU0399.The modeled gravity was interpolated from observed gravity values.
 JU0399
 JU0399;                    North         East     Units Scale Factor Converg.
 JU0399;SPC NJ       -    38,141.962   134,854.262   MT  0.99990282   -0 06 38.7
 JU0399;SPC NJ       -   125,137.42    442,434.36   sFT  0.99990282   -0 06 38.7
 JU0399;UTM  18      - 4,336,447.760   528,046.758   MT  0.99960969   +0 12 18.4
 JU0399
 JU0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0399!SPC NJ       -   1.00000516  x   0.99990282  =   0.99990798
 JU0399!UTM  18      -   1.00000516  x   0.99960969  =   0.99961484
 JU0399
 JU0399:                Primary Azimuth Mark                     Grid Az
 JU0399:SPC NJ       -  STRATHMERE STANDPIPE                     034 32 45.1
 JU0399:UTM  18      -  STRATHMERE STANDPIPE                     034 13 48.0
 JU0399
 JU0399|---------------------------------------------------------------------|
 JU0399| PID    Reference Object                     Distance      Geod. Az  |
 JU0399|                                                           dddmmss.s |
 JU0399| JU2920 STRATHMERE STANDPIPE                APPROX. 2.8 KM 0342606.4 |
 JU0399| JU0398 WHALE RM 1                           39.521 METERS 08152     |
 JU0399| CB3194 WHALE RM 4                           37.512 METERS 08546     |
 JU0399| JU2398 WHALE RM 5                           32.119 METERS 14336     |
 JU0399| JU0400 WHALE RM 2                           38.115 METERS 16018     |
 JU0399| JU2912 LUDLAM BEACH LIGHT                  APPROX. 1.9 KM 2044006.2 |
 JU0399| CB3193 WHALE RM 3 AZIMUTH                                 20519     |
 JU0399| JU2397 WHALE AZ MK                                        2090947.5 |
 JU0399| JU2929 SEA ISLE CITY STANDPIPE             APPROX. 2.6 KM 2134742.5 |
 JU0399| JU2927 SEA ISLE CITY SPIPE NEW             APPROX. 2.6 KM 2134753.8 |
 JU0399| JU2910 PALERMO AF BASE RADAR DOME          APPROX. 5.0 KM 3491437.9 |
 JU0399|---------------------------------------------------------------------|
 JU0399
 JU0399                          SUPERSEDED SURVEY CONTROL
 JU0399
 JU0399  ELLIP H (05/14/99)  -32.88   (m)                       GP(       ) 4 1
 JU0399  NAD 83(1992)-  39 10 36.51157(N)    074 40 31.05891(W) AD(       ) 1
 JU0399  ELLIP H (03/31/93)  -33.00   (m)                       GP(       ) 3 2
 JU0399  NAD 83(1986)-  39 10 36.49153(N)    074 40 31.05634(W) AD(       ) 2
 JU0399  NAD 27      -  39 10 36.08080(N)    074 40 32.48030(W) AD(       ) 2
 JU0399  NAVD 88 (06/15/91)    2.096  (m)            6.88   (f) UNKNOWN     1 2
 JU0399  NGVD 29 (04/16/92)    2.474  (m)            8.12   (f) ADJUSTED    1 2
 JU0399
 JU0399.Superseded values are not recommended for survey control.
 JU0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0399.See file dsdata.txt to determine how the superseded data were derived.
 JU0399
 JU0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2804736448(NAD 83)
 JU0399_MARKER: DS = TRIANGULATION STATION DISK
 JU0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0399_SP_SET: CONCRETE POST
 JU0399_STAMPING: WHALE 1932
 JU0399_MARK LOGO: CGS   
 JU0399_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0399+STABILITY: SURFACE MOTION
 JU0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0399+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1998
 JU0399
 JU0399  HISTORY     - Date     Condition        Report By
 JU0399  HISTORY     - 1932     MONUMENTED       CGS
 JU0399  HISTORY     - 1950     MARK NOT FOUND   CGS
 JU0399  HISTORY     - 1961     GOOD             CGS
 JU0399  HISTORY     - 1962     GOOD             CGS
 JU0399  HISTORY     - 1971     GOOD             NGS
 JU0399  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0399  HISTORY     - 1980     GOOD             LOCENG
 JU0399  HISTORY     - 1983     GOOD             NGS
 JU0399  HISTORY     - 1983     GOOD             NGS
 JU0399  HISTORY     - 1987     GOOD             AEROS
 JU0399  HISTORY     - 19900807 GOOD             NJGS
 JU0399  HISTORY     - 19980618 GOOD             NJGS
 JU0399
 JU0399                          STATION DESCRIPTION
 JU0399
 JU0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU0399'THE STATION IS ON THE MAIN ROAD BETWEEN STRATHMERE AND SEA ISLE
 JU0399'1.9 MILES N OF THE INTERSECTION OF FORTY-FOURTH STREET AND THE
 JU0399'MAIN ROAD (LANDIS AVENUE.) IT IS 66.3 FEET W OF THE W RAIL
 JU0399'OF THE RAILROAD ON A LOW SAND DUNE.
 JU0399'
 JU0399'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU0399'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU0399'
 JU0399'REFERENCE MARK NO. 2 IS 125.05 FEET SE OF THE STATION.  IT IS
 JU0399'27.5 FEET E OF THE E RAIL OF THE RAILROAD AND 106.5 FEET S OF
 JU0399'THE SAME POLE USED TO MEASURE TO REFERENCE MARK NO. 1.  IT IS
 JU0399'IN ABOUT THE LINE OF THE E LINE OF POLES BETWEEN THE ROAD AND THE
 JU0399'RAILROAD.
 JU0399'
 JU0399'REFERENCE MARK NO. 1 IS 129.70 FEET NE OF THE STATION.  IT IS
 JU0399'27 FEET E OF THE E RAIL OF THE RAILROAD AND 56 FEET N OF THE
 JU0399'FIRST TELEGRAPH POLE N OF THE STATION OF THE W LINE OF POLES
 JU0399'BETWEEN THE ROAD AND THE RAILROAD.  IT IS 1 FOOT W OF THE E LINE
 JU0399'OF POLES BETWEEN THE ROAD AND THE RAILROAD.
 JU0399'
 JU0399'REFERENCE MARK NO. 3 IS 0.3 MILE SSE OF THE STATION, 4 PACES
 JU0399'E OF EDGE OF PAVEMENT OF TONCLES AVENUE AND ABOUT 4 FEET NE OF
 JU0399'TELEPHONE POLE AND 11 PACES NE OF DIM ROAD LEADING S TO THE
 JU0399'BEACH AND 4 PACES NE OF ELEVENTH TELEPHONE POLE FROM STATION.
 JU0399'
 JU0399'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 JU0399
 JU0399                          STATION RECOVERY (1950)
 JU0399
 JU0399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 JU0399'STATION AND REFERENCE MARKS NOT RECOVERED AFTER AN HOURS
 JU0399'SEARCH.  THE DIRECTION WAS OBSERVED FROM THE STATION AND THE AREA
 JU0399'PROBED WITH NO RESULTS.  DISTANCES TO REFERENCE MARKS 1 AND 2
 JU0399'WERE MEASURED WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE
 JU0399'PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT WITH THE FOLLOWING
 JU0399'EXCEPTIONS--
 JU0399'
 JU0399'THE RAILROAD NO LONGER EXISTS.  THE STATION IS 134.5 FEET W
 JU0399'OF THE CENTER LINE OF THE ROAD AND 31.5 FEET NE OF A TELEPHONE POLE.
 JU0399'
 JU0399'REFERENCE MARK 1 IS 36.2 FEET W OF THE CENTER LINE OF THE ROAD,
 JU0399'33.9 FEET N OF A.C.E. POLE NO. 6921, ON THE PROLONGATION OF THE
 JU0399'CENTER LINE OF NINTH STREET, AND 1 FOOT BENEATH THE SURFACE
 JU0399'OF THE GROUND.
 JU0399'
 JU0399'REFERENCE MARK 2 IS 35.7 FEET W OF THE CENTER LINE OF THE
 JU0399'ROAD, 51.3 FEET N OF A TELEPHONE POLE, AND 59.2 FEET W OF
 JU0399'A.C.E. POLE NO. 3734.  A 4- BY 4-INCH WITNESS POST WAS SET
 JU0399'2.7 FEET SW OF REFERENCE MARK 1.
 JU0399
 JU0399                          STATION RECOVERY (1961)
 JU0399
 JU0399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JU0399'1.8 MI NE FROM SEA ISLE CITY.
 JU0399'1.8 MILE NORTHEAST ON OCEAN DRIVE FROM THE CITY HALL IN SEA ISLE
 JU0399'CITY, ABOUT 1/2 WAY BETWEEN 9TH AND 10TH STREETS SET ON A LOW
 JU0399'SAND DUNE 134.5 FEET NORTHWEST OF THE CENTER LINE OF OCEAN DRIVE,
 JU0399'129.7 FEET WEST OF WHALE RM 1, 125.5 FEET NORTH OF WHALE RM 2
 JU0399'AND 31.5 FEET EAST OF U.S. COAST GUARD CABLE LINE POLE NO. 1060.
 JU0399'SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
 JU0399
 JU0399                          STATION RECOVERY (1962)
 JU0399
 JU0399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JU0399'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD
 JU0399'CONDITION.  REFERENCE MARKS 1, 2 AND 3 WERE NOT RECOVERED AND
 JU0399'SHOULD BE CONSIDERED LOST.  REFERENCE MARKS 4 AND 5 AND AN
 JU0399'AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 JU0399'
 JU0399'A NEW DESCRIPTION FOLLOWS--
 JU0399'
 JU0399'THE STATION IS ABOUT 2 MILES SOUTHWEST OF STRATHMERE CITY, ABOUT
 JU0399'2 MILES NORTHEAST OF SEA ISLE CITY, ON THE WEST SIDE OF OCEAN
 JU0399'DRIVE.  IT IS LOCATED ON A SMALL BRUSH COVERED MOUND OF SAND
 JU0399'WHICH IS ABOUT 3 FEET HIGHER IN ELEVATION THAN THE HIGHWAY,
 JU0399'135 FEET NORTHWEST OF THE CENTERLINE OF OCEAN DRIVE, 100 FEET
 JU0399'NORTHWEST OF A POWER POLE NUMBER 367, AND 3 FEET NORTH OF A
 JU0399'WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 JU0399'STAMPED WHALE 1932.  NOTE 1A 7A.
 JU0399'
 JU0399'TO REACH FROM THE POST OFFICE IN THE TOWN OF STRATHMERE, GO
 JU0399'SOUTHWEST ON OCEAN DRIVE FOR 1.9 MILES TO THE STATION ON THE
 JU0399'RIGHT.
 JU0399'
 JU0399'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 JU0399'OCEAN DRIVE FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 JU0399'
 JU0399'REFERENCE MARK 4 IS 77 FEET SOUTHWEST OF A POWER POLE, 66 FEET
 JU0399'NORTHEAST OF A POWER POLE, AND 36 FEET NORTHWEST OF THE
 JU0399'CENTERLINE OF OCEAN DRIVE.  THE MONUMENT PROJECTS 3 INCHES AND
 JU0399'THE DISK IS STAMPED WHALE NO 4 1932.
 JU0399'
 JU0399'REFERENCE MARK 5 IS 90 FEET NORTHEAST OF A POWER POLE, 45 FEET
 JU0399'SOUTHWEST OF A POWER POLE, AND 36 FEET NORTHWEST OF THE
 JU0399'CENTERLINE OF OCEAN DRIVE.  THE MONUMENT PROJECTS 6 INCHES AND
 JU0399'THE DISK IS STAMPED WHALE NO 5 1932.
 JU0399'
 JU0399'THE AZIMUTH MARK IS 36 FEET NORTHWEST OF THE CENTERLINE OF OCEAN
 JU0399'DRIVE, 2 FEET NORTHEAST OF A POWER POLE NUMBER 379, AND 2 FEET
 JU0399'NORTH OF A WITNESS POST.  THE MONUMENT PROJECTS 8 INCHES AND THE
 JU0399'DISK IS STAMPED WHALE 1932.
 JU0399'
 JU0399'NOTE--THIS AREA IS UNDER HEAVY CONSTRUCTION AT THIS TIME.
 JU0399'
 JU0399'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
 JU0399
 JU0399                          STATION RECOVERY (1971)
 JU0399
 JU0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 JU0399'THE STATION MARK AND R.M. 1 AND 2 WERE RECOVERED AS DESCRIBED IN
 JU0399'GOOD CONDITION.
 JU0399'
 JU0399'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU0399'1.6 MILES N OF SEA ISLE CITY.
 JU0399
 JU0399                          STATION RECOVERY (1979)
 JU0399
 JU0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0399'NOT RECOVERED AFTER AN EXTENSIVE SEARCH.
 JU0399
 JU0399                          STATION RECOVERY (1980)
 JU0399
 JU0399'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (CT)
 JU0399'WHALE 1932 RECOVERED IN GOOD CONDITION (AS DESCRIBED).
 JU0399'
 JU0399'RM 4 1932 IN GOOD CONDITION
 JU0399'
 JU0399'RM 5 1932 IN GOOD CONDITION
 JU0399'
 JU0399'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NE OF SEA ISLE
 JU0399'CITY.
 JU0399
 JU0399                          STATION RECOVERY (1983)
 JU0399
 JU0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 JU0399'THE STATION WAS RECOVERED AT THIS DATE.
 JU0399'THE STATION MARK, REFERENCE MARKS 1, 4, AND 5 AND THE AZIMUTH MARK
 JU0399'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS ALSO
 JU0399'RECOVERED IN WHAT IS BELIEVED IN GOOD CONDITION UNDER ABOUT 3 FEET
 JU0399'OF SAND AND WATER.  THE APPROXIMATE LOCATION OF THE DISK WAS FOUND.
 JU0399'REFERENCE MARK THREE IS THE AZIMUTH MARK AND IT IS NO LONGER
 JU0399'VISIBLE FROM THE GROUND.  THERE IS NO SUITABLE LOCATION AVAILABLE
 JU0399'FOR A NEW ONE.
 JU0399'THE HORIZONTAL ANGLE BETWEEN REFERENCE MARKS 4 AND 5 AGREED WITH
 JU0399'THE MOST RECENT IMFORMATION AVAILABLE, HOWEVER WHEN A AZIMUTH TIE
 JU0399'WAS COMPUTED BETWEEN REFERENCE MARK 1 TO REFERENCE MARKS 4 AND 5 IT
 JU0399'FAILED TO AGREE.  PERHAPS WHEN THE OLD REFERENCE MARK 1 AND 3 WERE
 JU0399'BURIED, THEY ALSO WERE DISTURBED SLIGHTLY.
 JU0399'A SHORTER DISTANCE OF 0.04 FT. WAS FOUND TO REFERENCE MARK 1.  A
 JU0399'LONGER DISTANCE OF 0.01 FT. WAS FOUND TO REFERENCE MARK 4. A
 JU0399'SHORTER DISTANCE OF 0.05 FT. WAS FOUND TO REFERENCE MARK 5.
 JU0399'A COMPLETE NEW DESCRIPTION OF THIS STATION FOLLOWS.
 JU0399'
 JU0399'THE STATION IS LOCATED ABOUT 32.25 KM (20 MI)
 JU0399'SOUTHWEST OF ATLANTIC CITY,
 JU0399'4 KM (2.5 MI) SOUTHEAST OF OCEANVIEW AND IN NORTH PART OF SEA ISLE
 JU0399'CITY.
 JU0399'OWNERSHIP--UNKNOWN
 JU0399'
 JU0399'TO REACH THE STATION FROM THE POST OFFICE IN SEA ISLE CITY,  GO
 JU0399'SOUTHEAST FOR 0.15 KM (0.1 MI) ON COUNTY ROAD 625 TO A CROSSROADS.
 JU0399'TURN LEFT AND
 JU0399'GO NORTHEAST FOR 2.25 KM (1.4 MI) ON LANDIS AVE. TO THE AZIMUTH MARK
 JU0399'ON THE LEFT.
 JU0399'CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR
 JU0399'0.55 KM (0.35 MI) ON LANDIS AVENUE TO THE STATION ON THE LEFT JUST
 JU0399'NORTH OF A HOUSE AT 908 LANDIS AVENUE.
 JU0399'
 JU0399'THE STATION IS A STANDARD CGS DISK
 JU0399'STAMPED---WHALE 1932---,
 JU0399'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU0399'30 CM ON SIDE PROJECTING 5 CM ABOVE GROUND.  LOCATED
 JU0399'41.2 METERS (135.0 FT) NORTHWEST FROM THE CENTER OF LANDIS AVE.,
 JU0399'37.5 METERS (123.1 FT) NORTHWEST FROM A CARSONITE WITNESS POST,
 JU0399'28.6 METERS (94.0 FT) NORTH FROM THE EAST CORNER OF THE MAIN HOUSE
 JU0399'BODY AT 908 LANDIS AVE. AND
 JU0399'0.8 METERS (2.5 FT) NORTHEAST FROM A METAL WITNESS POST.
 JU0399'
 JU0399'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK
 JU0399'STAMPED---WHALE NO 1 1932---,
 JU0399'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU0399'80 CM IN DIAMETER RECESSED 0.5 CM BELOW GROUND.  LOCATED
 JU0399'17.1 METERS (56.0 FT) NORTH-NORTHEAST FROM THE POWERLINE POLE
 JU0399'NUMBERED 367,
 JU0399'11.1 METERS (36.3 FT) NORTHWEST FROM THE CENTER OF LANDIS AVENUE AND
 JU0399'3.6 METERS (11.7 FT) NORTHEAST FROM THE CARSONITE WITNESS POST.
 JU0399'MARK IS LEVEL WITH THE STATION.
 JU0399'
 JU0399'REFERENCE MARK NO. 4 IS A STANDARD CGS DISK
 JU0399'STAMPED---WHALE NO 4 1932---,
 JU0399'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU0399'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JU0399'13.7 METERS (45.5 FT) NORTH-NORTHEAST FROM THE POWERLINE POLE
 JU0399'NUMBERED 367,
 JU0399'11.0 METERS (36.0 FT) NORTHWEST FROM THE CENTER OF LANDIS AVENUE AND
 JU0399'0.2 METERS (0.8 FT) NORTHEAST FROM THE CARSONITE WITNESS POST.
 JU0399'MARK IS 0.3 METERS BELOW THE STATION.
 JU0399'
 JU0399'REFERENCE MARK NO. 5 IS A STANDARD CGS DISK
 JU0399'STAMPED---WHALE NO 5 1932---,
 JU0399'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU0399'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JU0399'20.9 METERS (68.5 FT) WEST FROM THE POWERLINE POLE NUMBERED 367,
 JU0399'11.0 METERS (36.1 FT) NORTHWEST FROM THE CENTER OF LANDIS AVENUE,
 JU0399'8.5 METERS (27.8 FT) EAST FROM THE EAST CORNER OF THE HOUSE AND
 JU0399'0.3 METERS (1.0 FT) SOUTHEAST FROM THE METAL WITNESS POST.
 JU0399'MARK IS 0.3 METERS BELOW THE STATION.
 JU0399'
 JU0399'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK
 JU0399'STAMPED---WHALE NO 2 1932---,
 JU0399'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU0399'30 CM IN DIAMETER RECESSED 91 CM BELOW GROUND.  LOCATED
 JU0399'11.9 METERS (39.0 FT) SOUTH-SOUTHWEST FROM A STANDARD METAL WITNESS
 JU0399'POST,
 JU0399'11.0 METERS (36.0 FT) NORTHWEST FROM THE CENTER OF LANDIS AVENUE,
 JU0399'9.4 METERS (31.0 FT) SOUTH FROM THE EAST CORNER OF THE MAIN BODY OF
 JU0399'HOUSE 908 LANDIS AVENUE AND
 JU0399'3.4 METERS (11.0 FT) NORTH FROM A POWERLINE POLE NUMBERED 32168.
 JU0399'MARK IS 0.6 METERS BELOW THE STATION.
 JU0399'
 JU0399'AZIMUTH MARK NO. 1 IS A STANDARD CGS DISK
 JU0399'STAMPED---WHALE 1932---,
 JU0399'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU0399'30 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 JU0399'10.8 METERS (35.6 FT) NORTHWEST FROM THE CENTER OF LANDIS AVENUE,
 JU0399'4.6 METERS (15.0 FT) EAST FROM THE NORTH CORNER OF A FRAME HOUSE,
 JU0399'1.2 METERS (3.8 FT) NORTHEAST FROM A POWERLINE POLE NUMBERED
 JU0399'379 9829 AND
 JU0399'0.9 METERS (3.0 FT) SOUTHWEST FROM THE CENTER OF FIFTEENTH STREET.
 JU0399'
 JU0399'TO REACH THE AZIMUTH FROM THE STATION,
 JU0399'GO SOUTHWEST FOR 0.55 KM (0.35 MI) ON LANDIS AVENUE TO THE MARK ON
 JU0399'THE RIGHT.
 JU0399'
 JU0399'DESCRIBED BY R G POUST.
 JU0399
 JU0399                          STATION RECOVERY (1983)
 JU0399
 JU0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JU0399'RECOVERED IN GOOD CONDITION.
 JU0399
 JU0399                          STATION RECOVERY (1987)
 JU0399
 JU0399'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (JKP)
 JU0399'THE STATION WAS RECOVERED AT THIS DATE.
 JU0399'THE DESCRIPTION OF 1961 WAS INADEQUATE.  A NEW DESCRIPTION FOLLOWS.
 JU0399'THE STATION IS ON LAND OWNED BY JOHN AND DOROTHY REMINGER, 291
 JU0399'LOWELL AVE, BROOMALL PENNSYLVANIA 19008, PHONE (215)356-1324.
 JU0399'OWNERS ASK FOR A LETTER FOLLOW UP.
 JU0399'TO REACH THE STATION FROM THE INTERSECTION OF CAPE MAY COUNTY ROUTE
 JU0399'625 AND LANDAS AVE IN SEA ISLE CITY GO NORTH FOR 2.75 KM (1.65 MI)
 JU0399'ON LANDAS AVE (ROUTE 619) TO THE STATION ON THE LEFT.  LOCATED ABOUT
 JU0399'15 METERS (50 FEET) NORTH FROM THE NORTHWEST CORNER OF HOUSE NUMBER
 JU0399'908 LANDAS AVE, ON LOT NUMBER 10, 900 LANDAS AVE, 0.9 METERS (3
 JU0399'FEET) EAST FROM A CARSONITE WITNESS POST, 1.2 METERS (4 FEET)
 JU0399'NORTHWEST FROM A WITNESS POST AND SIGN.
 JU0399
 JU0399                          STATION RECOVERY (1990)
 JU0399
 JU0399'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0399'THE STATION IS LOCATED IN THE NORTH PART OF SEA ISLE CITY, ON THE
 JU0399'NORTHWEST SIDE OF LANDIS AVENUE BETWEEN 9TH AND 10TH STREETS. TO
 JU0399'REACH THE STATION FROM THE JUNCTION OF JOHN F. KENNEDY BOULEVARD,
 JU0399'COUNTY ROAD 625 AND LANDIS AVENUE, COUNTY ROAD 619, IN SEA ISLE CITY,
 JU0399'GO 1.7 MI (2.7 KM) NORTHEAST ON LANDIS AVENUE TO A HOUSE UNDER
 JU0399'CONSTRUCTION ON THE LEFT, JUST NORTHEAST OF A HOUSE NUMBER 908 LANDIS
 JU0399'AVENUE AND JUST SOUTHWEST OF HOUSE NUMBER 904 LANDIS AVENUE. THE
 JU0399'STATION IS 41.2 M (135.2 FT) NORTHWEST OF THE LANDIS AVENUE
 JU0399'CENTERLINE, 28.62 M (93.90 FT) NORTH FROM THE EAST CORNER OF THE MAIN
 JU0399'HOUSE BODY AT 908 LANDIS AVENUE, 18.95 M (62.17 FT) NORTH NORTHEAST
 JU0399'OF THE NORTH CORNER OF THE MAIN BODY OF THE SAME HOUSE, 10.75 M
 JU0399'(35.27 FT) NORTH OF A TACK IN THE MOST NORTHWESTERLY PILE OF THE
 JU0399'SOUTHWESTERN ROW OF 8 PILES FOR A HOUSE ON THE LOT, 9.4 M (30.8 FT)
 JU0399'NORTHWEST OF A TACK IN THE MOST NORTHWESTERLY PILE OF THE CENTER ROW
 JU0399'OF 8 PILES ON THE SAME LOT, 16.0 M (52.5 FT) SOUTHWEST OF THE
 JU0399'SOUTHWEST CORNER OF THE MAIN BODY OF HOUSE NO 904, 14.4 M (47.2 FT)
 JU0399'SOUTH OF THE MOST SOUTHERLY PIPE IN A CONCRETE COLLAR IN THE REAR OF
 JU0399'HOUSE NUMBER 904, 9.5 M (31.2 FT) SOUTHWEST OF THE SOUTHERLY WOODEN
 JU0399'RETAINING WALL AND 1.5 M (4.9 FT) BELOW THE SAND.  THE PROPERTY IS
 JU0399'OWNED BY JOAN H. AND DOROTHY REMINGER OF 291 LOWELL AVENUE, BROOMAL
 JU0399'PA. 19008 PER J.B.FEELEY OF FIRST EASTERN REALTY INC. OF SEA ISLE
 JU0399'CITY, PHONE 609 263 1171.
 JU0399
 JU0399                          STATION RECOVERY (1998)
 JU0399
 JU0399'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU0399'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2397 ***********************************************************************
 JU2397  DESIGNATION -  WHALE AZ MK
 JU2397  PID         -  JU2397
 JU2397  STATE/COUNTY-  NJ/CAPE MAY
 JU2397  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2397
 JU2397                         *CURRENT SURVEY CONTROL
 JU2397  ___________________________________________________________________
 JU2397* NAD 83(1986)-  39 10 22.     (N)    074 40 42.     (W)     SCALED    
 JU2397* NAVD 88     -         1.855  (meters)       6.09   (feet)  ADJUSTED  
 JU2397  ___________________________________________________________________
 JU2397  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 JU2397  DYNAMIC HT  -           1.854 (meters)       6.08  (feet)  COMP
 JU2397  MODELED GRAV-     980,078.5   (mgal)                       NAVD 88
 JU2397
 JU2397  VERT ORDER  -  FIRST     CLASS II
 JU2397
 JU2397.The horizontal coordinates were scaled from a topographic map and have
 JU2397.an estimated accuracy of +/- 6 seconds.
 JU2397
 JU2397.The orthometric height was determined by differential leveling
 JU2397.and adjusted by the National Geodetic Survey in June 1991..
 JU2397
 JU2397.The geoid height was determined by GEOID03.
 JU2397
 JU2397.The dynamic height is computed by dividing the NAVD 88
 JU2397.geopotential number by the normal gravity value computed on the
 JU2397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2397.degrees latitude (g = 980.6199 gals.).
 JU2397
 JU2397.The modeled gravity was interpolated from observed gravity values.
 JU2397
 JU2397;                    North         East    Units  Estimated Accuracy
 JU2397;SPC NJ       -    37,700.      134,590.      MT  (+/- 180 meters Scaled)
 JU2397
 JU2397                          SUPERSEDED SURVEY CONTROL
 JU2397
 JU2397  NGVD 29 (01/10/92)    2.243  (m)            7.36   (f) ADJUSTED    1 2
 JU2397
 JU2397.Superseded values are not recommended for survey control.
 JU2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2397.See file dsdata.txt to determine how the superseded data were derived.
 JU2397
 JU2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ277359(NAD 83)
 JU2397_MARKER: DZ = AZIMUTH MARK DISK
 JU2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2397_SP_SET: CONCRETE POST
 JU2397_STAMPING: WHALE 1932
 JU2397_MARK LOGO: CGS   
 JU2397_PROJECTION: PROJECTING 10 CENTIMETERS
 JU2397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2397+STABILITY: SURFACE MOTION
 JU2397
 JU2397  HISTORY     - Date     Condition        Report By
 JU2397  HISTORY     - 1962     MONUMENTED       CGS
 JU2397  HISTORY     - 1979     GOOD             NGS
 JU2397
 JU2397                          STATION DESCRIPTION
 JU2397
 JU2397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2397'1.5 MI NE FROM SEA ISLE CITY.
 JU2397'1.5 MILES NORTHEAST ALONG OCEAN DRIVE FROM THE CITY HALL IN SEA
 JU2397'ISLE CITY, ON THE SOUTHWEST SIDE OF A DIRT DRIVE ON THE NORTHEAST
 JU2397'SIDE HOUSE NUMBER 150, 36 FEET NORTHWEST OF THE CENTER LINE
 JU2397'OF THE HIGHWAY, 12 FEET SOUTHWEST OF METAL POLE SUPPORTING THE
 JU2397'15 TH STREET SIGN, AND 4 FEET NORTHEAST OF POWER POLE NUMBER 379.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0398 ***********************************************************************
 JU0398  DESIGNATION -  WHALE RM 1
 JU0398  PID         -  JU0398
 JU0398  STATE/COUNTY-  NJ/CAPE MAY
 JU0398  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0398
 JU0398                         *CURRENT SURVEY CONTROL
 JU0398  ___________________________________________________________________
 JU0398* NAD 83(1986)-  39 10 36.     (N)    074 40 31.     (W)     SCALED    
 JU0398* NAVD 88     -         0.802  (meters)       2.63   (feet)  ADJUSTED  
 JU0398  ___________________________________________________________________
 JU0398  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 JU0398  DYNAMIC HT  -           0.802 (meters)       2.63  (feet)  COMP
 JU0398  MODELED GRAV-     980,079.3   (mgal)                       NAVD 88
 JU0398
 JU0398  VERT ORDER  -  FIRST     CLASS II
 JU0398
 JU0398.The horizontal coordinates were scaled from a topographic map and have
 JU0398.an estimated accuracy of +/- 6 seconds.
 JU0398
 JU0398.The orthometric height was determined by differential leveling
 JU0398.and adjusted by the National Geodetic Survey in June 1991..
 JU0398
 JU0398.The geoid height was determined by GEOID03.
 JU0398
 JU0398.The dynamic height is computed by dividing the NAVD 88
 JU0398.geopotential number by the normal gravity value computed on the
 JU0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0398.degrees latitude (g = 980.6199 gals.).
 JU0398
 JU0398.The modeled gravity was interpolated from observed gravity values.
 JU0398
 JU0398;                    North         East    Units  Estimated Accuracy
 JU0398;SPC NJ       -    38,130.      134,860.      MT  (+/- 180 meters Scaled)
 JU0398
 JU0398                          SUPERSEDED SURVEY CONTROL
 JU0398
 JU0398  NGVD 29 (04/16/92)    1.180  (m)            3.87   (f) ADJUSTED    1 2
 JU0398
 JU0398.Superseded values are not recommended for survey control.
 JU0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0398.See file dsdata.txt to determine how the superseded data were derived.
 JU0398
 JU0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ280364(NAD 83)
 JU0398_MARKER: DR = REFERENCE MARK DISK
 JU0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0398_STAMPING: WHALE NO 1 1932
 JU0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0398+STABILITY: SURFACE MOTION
 JU0398
 JU0398  HISTORY     - Date     Condition        Report By
 JU0398  HISTORY     - 1932     MONUMENTED       CGS
 JU0398  HISTORY     - 1961     GOOD             CGS
 JU0398  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0398  HISTORY     - 1983     GOOD             NGS
 JU0398
 JU0398                          STATION DESCRIPTION
 JU0398
 JU0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0398'1.8 MI NE FROM SEA ISLE CITY.
 JU0398'1.8 MILES NORTHEAST ON OCEAN DRIVE FROM THE CITY HALL IN SEA ISLE
 JU0398'CITY THENCE 4.9 MILE SOUTHWEST ON OCEAN DRIVE FROM THE U.S. COAST
 JU0398'GUARD STATION IN STRATHMERE.  65 FEET SOUTHWEST OF CABLE LINE
 JU0398'POLE ACE 366, 33.9 FEET NORTHEAST OF CABLE LINE POLE ACE 6921,
 JU0398'36.2 FEET NORTHWEST OF THE CENTER LINE OF OCEAN DRIVE, 160.5 FEET
 JU0398'NORTHEAST OF WHALE RM 2 AND 129.7 FEET EAST OF TRIANGULATION
 JU0398'WHALE.  SET IN THE TOP OF A CONCRETE POST IN ABOUT THE PROLONGED
 JU0398'CENTER OF 9TH STREET, 1.5 FEET UNDER GROUND AND 2.7 FEET NORTHEAST
 JU0398'OF A WOODEN WITNESS POST.
 JU0398
 JU0398                          STATION RECOVERY (1979)
 JU0398
 JU0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0398'NOT RECOVERED AFTER AN EXTENSIVE SEARCH.
 JU0398
 JU0398                          STATION RECOVERY (1983)
 JU0398
 JU0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JU0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0400 ***********************************************************************
 JU0400  DESIGNATION -  WHALE RM 2
 JU0400  PID         -  JU0400
 JU0400  STATE/COUNTY-  NJ/CAPE MAY
 JU0400  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0400
 JU0400                         *CURRENT SURVEY CONTROL
 JU0400  ___________________________________________________________________
 JU0400* NAD 83(1986)-  39 10 36.     (N)    074 40 31.     (W)     SCALED    
 JU0400* NAVD 88     -         0.900  (meters)       2.95   (feet)  ADJUSTED  
 JU0400  ___________________________________________________________________
 JU0400  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 JU0400  DYNAMIC HT  -           0.899 (meters)       2.95  (feet)  COMP
 JU0400  MODELED GRAV-     980,079.3   (mgal)                       NAVD 88
 JU0400
 JU0400  VERT ORDER  -  FIRST     CLASS II
 JU0400
 JU0400.The horizontal coordinates were scaled from a topographic map and have
 JU0400.an estimated accuracy of +/- 6 seconds.
 JU0400
 JU0400.The orthometric height was determined by differential leveling
 JU0400.and adjusted by the National Geodetic Survey in June 1991..
 JU0400
 JU0400.The geoid height was determined by GEOID03.
 JU0400
 JU0400.The dynamic height is computed by dividing the NAVD 88
 JU0400.geopotential number by the normal gravity value computed on the
 JU0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0400.degrees latitude (g = 980.6199 gals.).
 JU0400
 JU0400.The modeled gravity was interpolated from observed gravity values.
 JU0400
 JU0400;                    North         East    Units  Estimated Accuracy
 JU0400;SPC NJ       -    38,130.      134,860.      MT  (+/- 180 meters Scaled)
 JU0400
 JU0400                          SUPERSEDED SURVEY CONTROL
 JU0400
 JU0400  NGVD 29 (04/16/92)    1.278  (m)            4.19   (f) ADJUSTED    1 2
 JU0400
 JU0400.Superseded values are not recommended for survey control.
 JU0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0400.See file dsdata.txt to determine how the superseded data were derived.
 JU0400
 JU0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ280364(NAD 83)
 JU0400_MARKER: DR = REFERENCE MARK DISK
 JU0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0400_STAMPING: WHALE NO 2 1932
 JU0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0400+STABILITY: SURFACE MOTION
 JU0400
 JU0400  HISTORY     - Date     Condition        Report By
 JU0400  HISTORY     - 1932     MONUMENTED       CGS
 JU0400  HISTORY     - 1961     GOOD             CGS
 JU0400  HISTORY     - 1983     GOOD             NGS
 JU0400
 JU0400                          STATION DESCRIPTION
 JU0400
 JU0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0400'1.8 MI NE FROM SEA ISLE CITY.
 JU0400'1.8 MILE NORTHEAST ON OCEAN DRIVE FROM THE CITY HALL IN SEA ISLE
 JU0400'CITY, 125 FEET NORTHEAST OF THE PROLONGED CENTER OF 10TH STREET,
 JU0400'59.2 FEET NORTHWEST AND ACROSS OCEAN DRIVE FROM POWER LINE POLE
 JU0400'ACE 3734, 51.3 FEET NORTHEAST OF CABLE LINE POLE NO. 368 AND
 JU0400'37.5 FEET NORTHWEST OF THE CENTER LINE OF OCEAN DRIVE.  160.5
 JU0400'FEET SOUTHWEST OF WHALE RM 1 AND 125 FEET SOUTH OF TRIANGULATION
 JU0400'STATION WHALE.  SET IN THE TOP OF A CONCRETE POST 6 INCHES BELOW
 JU0400'THE LEVEL OF THE GROUND.
 JU0400
 JU0400                          STATION RECOVERY (1983)
 JU0400
 JU0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JU0400'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2398 ***********************************************************************
 JU2398  DESIGNATION -  WHALE RM 5
 JU2398  PID         -  JU2398
 JU2398  STATE/COUNTY-  NJ/CAPE MAY
 JU2398  USGS QUAD   -  SEA ISLE CITY (1977)
 JU2398
 JU2398                         *CURRENT SURVEY CONTROL
 JU2398  ___________________________________________________________________
 JU2398* NAD 83(1986)-  39 10 36.     (N)    074 40 30.     (W)     SCALED    
 JU2398* NAVD 88     -         1.492  (meters)       4.89   (feet)  ADJUSTED  
 JU2398  ___________________________________________________________________
 JU2398  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 JU2398  DYNAMIC HT  -           1.491 (meters)       4.89  (feet)  COMP
 JU2398  MODELED GRAV-     980,079.3   (mgal)                       NAVD 88
 JU2398
 JU2398  VERT ORDER  -  FIRST     CLASS II
 JU2398
 JU2398.The horizontal coordinates were scaled from a topographic map and have
 JU2398.an estimated accuracy of +/- 6 seconds.
 JU2398
 JU2398.The orthometric height was determined by differential leveling
 JU2398.and adjusted by the National Geodetic Survey in June 1991..
 JU2398
 JU2398.The geoid height was determined by GEOID03.
 JU2398
 JU2398.The dynamic height is computed by dividing the NAVD 88
 JU2398.geopotential number by the normal gravity value computed on the
 JU2398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2398.degrees latitude (g = 980.6199 gals.).
 JU2398
 JU2398.The modeled gravity was interpolated from observed gravity values.
 JU2398
 JU2398;                    North         East    Units  Estimated Accuracy
 JU2398;SPC NJ       -    38,130.      134,880.      MT  (+/- 180 meters Scaled)
 JU2398
 JU2398                          SUPERSEDED SURVEY CONTROL
 JU2398
 JU2398  NGVD 29 (01/10/92)    1.879  (m)            6.16   (f) ADJUSTED    1 2
 JU2398
 JU2398.Superseded values are not recommended for survey control.
 JU2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2398.See file dsdata.txt to determine how the superseded data were derived.
 JU2398
 JU2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ280364(NAD 83)
 JU2398_MARKER: DR = REFERENCE MARK DISK
 JU2398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2398_SP_SET: CONCRETE POST
 JU2398_STAMPING: WHALE NO 5 1932
 JU2398_PROJECTION: PROJECTING 5 CENTIMETERS
 JU2398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2398+STABILITY: SURFACE MOTION
 JU2398
 JU2398  HISTORY     - Date     Condition        Report By
 JU2398  HISTORY     - 1962     MONUMENTED       CGS
 JU2398  HISTORY     - 1979     GOOD             NGS
 JU2398
 JU2398                          STATION DESCRIPTION
 JU2398
 JU2398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2398'1.8 MI NE FROM SEA ISLE CITY.
 JU2398'1.8 MILES NORTHEAST ALONG OCEAN DRIVE FROM THE CITY HALL IN SEA
 JU2398'ISLE CITY, 51.7 FEET NORTHEAST OF POWER POLE NUMBER 368, 40 FEET
 JU2398'EAST OF THE EAST CORNER OF BASEMENT OF HOUSE NUMBER 908 SETTING
 JU2398'ON PILINGS, AND 37 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.
 JU2398'THE MARK IS 10 FT  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3005 ***********************************************************************
 JU3005  DESIGNATION -  WHEAT ROAD
 JU3005  PID         -  JU3005
 JU3005  STATE/COUNTY-  NJ/CUMBERLAND
 JU3005  USGS QUAD   -  BUENA (1970)
 JU3005
 JU3005                         *CURRENT SURVEY CONTROL
 JU3005  ___________________________________________________________________
 JU3005* NAD 83(1996)-  39 30 56.77475(N)    074 59 20.72252(W)     ADJUSTED  
 JU3005* NAVD 88     -        34.7    (meters)     114.     (feet)  GPS OBS   
 JU3005  ___________________________________________________________________
 JU3005  X           -   1,276,131.682 (meters)                     COMP
 JU3005  Y           -  -4,758,963.234 (meters)                     COMP
 JU3005  Z           -   4,036,655.106 (meters)                     COMP
 JU3005  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 JU3005  ELLIP HEIGHT-           1.04  (meters)          (10/23/02) GPS OBS
 JU3005  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JU3005
 JU3005  HORZ ORDER  -  FIRST
 JU3005  ELLP ORDER  -  FOURTH    CLASS I
 JU3005
 JU3005.The horizontal coordinates were established by GPS observations
 JU3005.and adjusted by the National Geodetic Survey in May 1999..
 JU3005
 JU3005.The orthometric height was determined by GPS observations and a
 JU3005.high-resolution geoid model.
 JU3005
 JU3005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3005
 JU3005.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3005
 JU3005.The ellipsoidal height was determined by GPS observations
 JU3005.and is referenced to NAD 83.
 JU3005
 JU3005.The geoid height was determined by GEOID03.
 JU3005
 JU3005;                    North         East     Units Scale Factor Converg.
 JU3005;SPC NJ       -    75,870.032   107,945.348   MT  0.99992177   -0 18 40.3
 JU3005;SPC NJ       -   248,916.93    354,150.70   sFT  0.99992177   -0 18 40.3
 JU3005;UTM  18      - 4,374,014.816   500,937.854   MT  0.99960001   +0 00 25.0
 JU3005
 JU3005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3005!SPC NJ       -   0.99999984  x   0.99992177  =   0.99992161
 JU3005!UTM  18      -   0.99999984  x   0.99960001  =   0.99959985
 JU3005
 JU3005:                Primary Azimuth Mark                     Grid Az
 JU3005:SPC NJ       -  LANDISVILLE WATER TANK BLACK             077 15 37.7
 JU3005:UTM  18      -  LANDISVILLE WATER TANK BLACK             076 56 32.4
 JU3005
 JU3005|---------------------------------------------------------------------|
 JU3005| PID    Reference Object                     Distance      Geod. Az  |
 JU3005|                                                           dddmmss.s |
 JU3005| JU3003 LANDISVILLE WATER TANK BLACK        APPROX. 4.7 KM 0765657.4 |
 JU3005| CB3203 WHEAT ROAD RM 2                      21.275 METERS 11253     |
 JU3005| CB2154 LANDIS WATER TANK SILVER                           1872107.9 |
 JU3005| JU3345 VINELAND WATER TANK                 APPROX. 4.3 KM 2235143.0 |
 JU3005| CB3201 WHEAT ROAD AZ MK                                   2315646.9 |
 JU3005| CB3202 WHEAT ROAD RM 1                      23.017 METERS 33659     |
 JU3005|---------------------------------------------------------------------|
 JU3005
 JU3005                          SUPERSEDED SURVEY CONTROL
 JU3005
 JU3005  ELLIP H (05/14/99)    1.03   (m)                       GP(       ) 4 1
 JU3005  NAD 83(1992)-  39 30 56.76509(N)    074 59 20.72124(W) AD(       ) 1
 JU3005  NAD 83(1992)-  39 30 56.77358(N)    074 59 20.72239(W) AD(       ) 1
 JU3005  NAD 83(1991)-  39 30 56.76640(N)    074 59 20.71738(W) AD(       ) 1
 JU3005  NAD 83(1986)-  39 30 56.75935(N)    074 59 20.71964(W) AD(       ) 1
 JU3005  NAD 27      -  39 30 56.34200(N)    074 59 22.09500(W) AD(       ) 1
 JU3005
 JU3005.Superseded values are not recommended for survey control.
 JU3005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3005.See file dsdata.txt to determine how the superseded data were derived.
 JU3005
 JU3005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0093874015(NAD 83)
 JU3005_MARKER: DS = TRIANGULATION STATION DISK
 JU3005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3005_SP_SET: CONCRETE POST
 JU3005_STAMPING: WHEAT ROAD 1935
 JU3005_MARK LOGO: CGS   
 JU3005_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3005+STABILITY: SURFACE MOTION
 JU3005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3005+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1993
 JU3005
 JU3005  HISTORY     - Date     Condition        Report By
 JU3005  HISTORY     - 1935     MONUMENTED       CGS
 JU3005  HISTORY     - 1935     GOOD             CGS
 JU3005  HISTORY     - 1936     GOOD             NJGS
 JU3005  HISTORY     - 1978     GOOD             NGS
 JU3005  HISTORY     - 19910613 GOOD
 JU3005  HISTORY     - 19921209 GOOD             NJGS
 JU3005  HISTORY     - 19930603 GOOD             NJGS
 JU3005  HISTORY     - 19930812 GOOD             NJGS
 JU3005
 JU3005                          STATION DESCRIPTION
 JU3005
 JU3005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU3005'THE STATION IS LOCATED 3 MILES, AIRLINE, NORTHEAST OF VINELAND, ON
 JU3005'THE PROPERTY OF A. COMPARRI, 24 PACES SOUTHEAST OF THE SOUTHEAST
 JU3005'CORNER OF A 2-STORY FRAME BUILDING, 17 PACES SOUTH-SOUTHEAST OF
 JU3005'A 24-INCH WALNUT TREE, 10 PACES EAST OF A 24-INCH CHERRY TREE, 7
 JU3005'PACES NORTH OF A CHICKEN-WIRE FENCE, AND 5 PACES SOUTH OF THE
 JU3005'SOUTH SIDE OF A CONCRETE COPING AROUND A PLANT BED.  THE MARK IS
 JU3005'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED WHEAT ROAD
 JU3005'1935, NOTES 1A AND 7A.
 JU3005'
 JU3005'NOTE--A UNITED STATES COAST AND GEODETIC SURVEY AND STATE
 JU3005'SURVEY MONUMENT WHEAT ROAD 1934 (A STANDARD MONEL-METAL RIVET SET
 JU3005'IN AN 8-INCH CYLINDER OF CONCRETE) WAS REMOVED AND A UNITED STATES
 JU3005'COAST AND GEODETIC SURVEY WHEAT ROAD 1935 WAS PUT IN ITS EXACT
 JU3005'POSITION.
 JU3005'
 JU3005'TO REACH THE STATION FROM THE RAILROAD STATION IN VINELAND GO
 JU3005'EASTWARD ON LANDIS AVENUE FOR 1.4 MILES TO MAIN ROAD, TURN LEFT
 JU3005'ON MAIN ROAD FOR 2.0 MILES TO WHEAT ROAD, CONTINUE AHEAD ON MAIN
 JU3005'ROAD FOR 0.1 MILE TO THE COMPARRI DRIVEWAY, TURN RIGHT INTO
 JU3005'DRIVEWAY FOR 0.05 MILE TO THE STATION IN THE BACKYARD OF THE
 JU3005'COMPARRI RESIDENCE.
 JU3005'
 JU3005'REFERENCE MARK NO. 1 IS 23.017 METERS (75.52 FEET) NORTH-NORTHWEST
 JU3005'OF THE STATION, 13 PACES EAST-NORTHEAST OF THE NORTHEAST CORNER
 JU3005'OF A 2-STORY RED FRAME BUILDING, 12 PACES EAST-SOUTHEAST OF
 JU3005'20-INCH TREE, 7 PACES WEST OF THE NORTHWEST CORNER OF A CONCRETE
 JU3005'COPING AROUND A PLANT BED.  THE MARK PROJECTS 6 INCHES AND IS
 JU3005'STAMPED WHEAT ROAD NO 1 1935, NOTE 11A.
 JU3005'
 JU3005'REFERENCE MARK NO. 2 IS 21.275 METERS (69.79 FEET) EAST-SOUTHEAST
 JU3005'OF THE STATION, IN A FENCE LINE, AND 1 FOOT NORTHEAST OF A SMALL
 JU3005'FENCE POST.  THE MARK PROJECTS 4 INCHES AND IS STAMPED WHEAT ROAD
 JU3005'NO 2 1935, NOTE 11A.
 JU3005'
 JU3005'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTHWEST OF THE STATION,
 JU3005'0.1 MILE WEST OF THE INTERSECTION OF MAIN ROAD AND WHEAT ROAD, 14
 JU3005'PACES NORTH OF THE CENTERLINE OF WHEAT ROAD, 5 PACES SOUTH OF A
 JU3005'12-INCH CEDAR TREE, AND 4 PACES EAST OF THE DRIVEWAY TO THE
 JU3005'B. TONIELY RESIDENCE.  THE MARK IS STAMPED WHEAT ROAD 1935, NOTE
 JU3005'11A.
 JU3005'
 JU3005'UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY
 JU3005'MONUMENT NO. 1095 IS APPROXIMATELY 1/4 MILE SOUTHEAST OF THE
 JU3005'STATION, 0.6 MILE FROM WHEAT ROAD RAILROAD STATION, 0.35 MILE EAST
 JU3005'OF THE JUNCTION OF WHEAT ROAD AND MAIN ROAD, IN FRONT OF THE
 JU3005'SAMUEL FIOCCHI RESIDENCE, 20 PACES WEST OF TELEPHONE POLE
 JU3005'NO. 225-69, 20 PACES SOUTHEAST OF POLE NO. 225-68, AND 5 PACES
 JU3005'SOUTH OF THE CENTERLINE OF WHEAT ROAD.  THE MARK IS FLUSH AND
 JU3005'IS STAMPED 1095.
 JU3005'
 JU3005'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS
 JU3005'41.05 METERS (134.69 FEET).
 JU3005'
 JU3005'A 77-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 JU3005
 JU3005                          STATION RECOVERY (1935)
 JU3005
 JU3005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 JU3005'RECOVERED IN GOOD CONDITION.
 JU3005
 JU3005                          STATION RECOVERY (1936)
 JU3005
 JU3005'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 JU3005'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 JU3005'CONDITION.  THREE MILES (AIRLINE) NORTHEAST OF VINELAND.
 JU3005
 JU3005                          STATION RECOVERY (1978)
 JU3005
 JU3005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JU3005'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 JU3005'AS PREVIOUSLY DESCRIBED.
 JU3005'
 JU3005'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTHEAST
 JU3005'OF VINELAND.
 JU3005
 JU3005                          STATION RECOVERY (1991)
 JU3005
 JU3005'RECOVERED 1991
 JU3005'RECOVERED IN GOOD CONDITION.
 JU3005
 JU3005                          STATION RECOVERY (1992)
 JU3005
 JU3005'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 JU3005'THE STATION IS LOCATED IN THE CITY OF VINELAND ON PROPERTY OWNED BY
 JU3005'MR. PETER CRESCITELLI, 2281 NORTH MAIN ROAD, VINELAND, NEW JERSEY
 JU3005'08360, PHONE  609 691 4669.  TO REACH THE STATION FROM THE
 JU3005'INTERSECTION OF STATE HIGHWAY 55 AND GARDEN ROAD AT INTERCHANGE 35A,
 JU3005'GO EAST ON GARDEN ROAD FOR 1.50 MI (2.41 KM) TO THE JUNCTION WITH
 JU3005'STATE HIGHWAY 47 AT A TRAFFIC LIGHT.  CONTINUE AHEAD AND GO EAST ON
 JU3005'GARDEN ROAD FOR 2.85 MI (4.59 KM) TO A REVERSE WYE JUNCTION WITH
 JU3005'NORTH MAIN ROAD, COUNTY ROAD 555.  TURN SHARP RIGHT AND GO SOUTHWEST
 JU3005'ON NORTH MAIN ROAD FOR 0.5 MI (0.8 KM) TO A DRIVEWAY ON THE LEFT.
 JU3005'TURN LEFT INTO THE DRIVEWAY FOR HOUSE NUMBER 2161 BELONGING TO MR.
 JU3005'VICTOR M. OREFICE, 2161 NORTH MAIN ROAD, VINELAND, NEW JERSEY 08360,
 JU3005'PHONE  609 696 4093 AND GO EAST TO THE END OF THE DRIVEWAY AT A
 JU3005'GARAGE AHEAD AND A HOUSE ON THE LEFT.  PARK TRUCK, STAY TO THE RIGHT
 JU3005'AND PACK AROUND TO THE BACK OF THE GARAGE, TO A CULTIVATED FIELD AND
 JU3005'THE STATION AHEAD, SET FLUSH WITH THE GROUND AT THE EDGE OF THE
 JU3005'FIELD. THE STATION IS 21.8 M (71.5 FT) EAST FROM THE SOUTHEAST CORNER
 JU3005'OF THE GARAGE, 19.7 M (64.6 FT) EAST SOUTHEAST FROM THE NORTHEAST
 JU3005'CORNER OF THE GARAGE, 7.4 M (24.3 FT) NORTH FROM A 0.25 M (0.82 FT)
 JU3005'DIAMETER CHESTNUT TREE AND 22.95 M (75.30 FT) SOUTH SOUTHEAST FROM
 JU3005'REFERENCE MARK NUMBER 1, WHICH HAS BEEN DISTURBED AND PROJECTS ABOUT
 JU3005'20 CM ABOVE THE GROUND AND IS 7.7 M (25.3 FT) SOUTH SOUTHEAST FROM
 JU3005'THE NORTHEAST CORNER OF A 6 FT (1.8 M) HIGH WOOD FENCE.
 JU3005
 JU3005                          STATION RECOVERY (1993)
 JU3005
 JU3005'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 JU3005'THE STATION IS LOCATED IN THE CITY OF VINELAND ON PROPERTY OWNED BY
 JU3005'MR. PETER CRESCITELLI, 2281 NORTH MAIN ROAD, VINELAND, NEW JERSEY
 JU3005'08360, PHONE  609 691 4669.  TO REACH THE STATION FROM THE
 JU3005'INTERSECTION OF STATE HIGHWAY 55 AND GARDEN ROAD AT INTERCHANGE 35A,
 JU3005'GO EAST ON GARDEN ROAD FOR 1.50 MI (2.41 KM) TO THE JUNCTION WITH
 JU3005'STATE HIGHWAY 47 AT A TRAFFIC LIGHT.  CONTINUE AHEAD AND GO EAST ON
 JU3005'GARDEN ROAD FOR 2.85 MI (4.59 KM) TO A REVERSE WYE JUNCTION WITH
 JU3005'NORTH MAIN ROAD, COUNTY ROAD 555.  TURN SHARP RIGHT AND GO SOUTHWEST
 JU3005'ON NORTH MAIN ROAD FOR 0.5 MI (0.8 KM) TO A DRIVEWAY ON THE LEFT.
 JU3005'TURN LEFT INTO THE DRIVEWAY FOR HOUSE NUMBER 2161 BELONGING TO MR.
 JU3005'VICTOR M. OREFICE, 2161 NORTH MAIN ROAD, VINELAND, NEW JERSEY 08360,
 JU3005'PHONE  609 696 4093 AND GO EAST TO THE END OF THE DRIVEWAY AT A
 JU3005'GARAGE AHEAD AND A HOUSE ON THE LEFT.  PARK TRUCK, STAY TO THE RIGHT
 JU3005'AND PACK AROUND TO THE BACK OF THE GARAGE, TO A CULTIVATED FIELD AND
 JU3005'THE STATION AHEAD, SET FLUSH WITH THE GROUND AT THE EDGE OF THE
 JU3005'FIELD. THE STATION IS 21.8 M (71.5 FT) EAST FROM THE SOUTHEAST CORNER
 JU3005'OF THE GARAGE, 19.7 M (64.6 FT) EAST SOUTHEAST FROM THE NORTHEAST
 JU3005'CORNER OF THE GARAGE, 7.4 M (24.3 FT) NORTH FROM A 0.25 M (0.82 FT)
 JU3005'DIAMETER CHESTNUT TREE AND 22.95 M (75.30 FT) SOUTH SOUTHEAST FROM
 JU3005'REFERENCE MARK NUMBER 1, WHICH HAS BEEN DISTURBED AND PROJECTS ABOUT
 JU3005'20 CM ABOVE THE GROUND AND IS 7.7 M (25.3 FT) SOUTH SOUTHEAST FROM
 JU3005'THE NORTHEAST CORNER OF A 6 FT (1.8 M) HIGH WOOD FENCE.
 JU3005
 JU3005                          STATION RECOVERY (1993)
 JU3005
 JU3005'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 JU3005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3347 ***********************************************************************
 JU3347  DESIGNATION -  WHEATON
 JU3347  PID         -  JU3347
 JU3347  STATE/COUNTY-  NJ/CUMBERLAND
 JU3347  USGS QUAD   -  MILLVILLE (1997)
 JU3347
 JU3347                         *CURRENT SURVEY CONTROL
 JU3347  ___________________________________________________________________
 JU3347* NAD 83(1996)-  39 24 28.43826(N)    075 02 04.03282(W)     ADJUSTED  
 JU3347* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 JU3347  ___________________________________________________________________
 JU3347  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 JU3347  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JU3347
 JU3347  HORZ ORDER  -  FIRST
 JU3347
 JU3347.The horizontal coordinates were established by classical geodetic methods
 JU3347.and adjusted by the National Geodetic Survey in September 1999..
 JU3347
 JU3347.The orthometric height was scaled from a topographic map.
 JU3347
 JU3347.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3347
 JU3347.The geoid height was determined by GEOID03.
 JU3347
 JU3347;                    North         East     Units Scale Factor Converg.
 JU3347;SPC NJ       -    63,916.967   103,973.683   MT  0.99992607   -0 20 21.5
 JU3347;SPC NJ       -   209,700.92    341,120.32   sFT  0.99992607   -0 20 21.5
 JU3347;SPC DE       -   156,359.639   232,918.685   MT  1.00000834   +0 14 33.5
 JU3347;SPC DE       -   512,989.92    764,167.39   sFT  1.00000834   +0 14 33.5
 JU3347;UTM  18      - 4,362,043.786   497,033.811   MT  0.99960011   -0 01 18.7
 JU3347
 JU3347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3347!SPC NJ       -   1.00000286  x   0.99992607  =   0.99992893
 JU3347!SPC DE       -   1.00000286  x   1.00000834  =   1.00001120
 JU3347!UTM  18      -   1.00000286  x   0.99960011  =   0.99960297
 JU3347
 JU3347|---------------------------------------------------------------------|
 JU3347| PID    Reference Object                     Distance      Geod. Az  |
 JU3347|                                                           dddmmss.s |
 JU3347| CB3205 WHEATON RM 1                         54.477 METERS 04058     |
 JU3347| CB3204 WHEATON AZ MK                                      2283825.1 |
 JU3347| JU3348 MILLVILLE TALL SMOKESTACK           APPROX. 1.4 KM 2365621.6 |
 JU3347| CB3206 WHEATON RM 2                         71.201 METERS 28714     |
 JU3347|---------------------------------------------------------------------|
 JU3347
 JU3347                          SUPERSEDED SURVEY CONTROL
 JU3347
 JU3347  NAD 83(1991)-  39 24 28.42953(N)    075 02 04.03114(W) AD(       ) 1
 JU3347  NAD 83(1986)-  39 24 28.42036(N)    075 02 04.03186(W) AD(       ) 1
 JU3347  NAD 27      -  39 24 28.00700(N)    075 02 05.39500(W) AD(       ) 1
 JU3347
 JU3347.Superseded values are not recommended for survey control.
 JU3347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3347.See file dsdata.txt to determine how the superseded data were derived.
 JU3347
 JU3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9703462044(NAD 83)
 JU3347_MARKER: DS = TRIANGULATION STATION DISK
 JU3347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3347
 JU3347  HISTORY     - Date     Condition        Report By
 JU3347  HISTORY     - 1935     MONUMENTED       CGS
 JU3347  HISTORY     - 1970     MARK NOT FOUND   NGS
 JU3347  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 JU3347
 JU3347                          STATION DESCRIPTION
 JU3347
 JU3347'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU3347'THE STATION IS LOCATED IN THE TOWN OF MILLVILLE ON THE PROPERTY
 JU3347'OF THE T.C. WHEATON COMPANY, 10 PACES EAST OF THE CENTERLINE OF H
 JU3347'STREET (DIRT ROAD LEADING TO THE MUNICIPAL STANDPIPE AND THE
 JU3347'DURABLE NEON STUDIO), 18 PACES NORTH OF THE INTERSECTION OF H
 JU3347'STREET AND A FOOTPATH, 30 PACES SOUTHEAST OF A TRANSMISSION POLE
 JU3347'(NO. 2715) SUPPORTING A TRANSFORMER.  THE ELEVATION BY
 JU3347'U.S. GEOLOGICAL SURVEY MAP IS 52 FEET.  THE MARK IS STAMPED
 JU3347'WHEATON 1935, AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 JU3347'GROUND.
 JU3347'
 JU3347'TO REACH, GO ON WHEATIO AVENUE (PAVED ROAD TO BUENA AND HAMMOND)
 JU3347'AS FAR AS H STREET WHICH IS A DIRT T-ROAD LEFT, LEADING TO THE
 JU3347'STANDPIPE AND RAILROAD TRACK.  TURN LEFT (WEST) AND DRIVE ABOUT
 JU3347'50 YARDS ALONG H STREET TO THE STATION ON THE RIGHT.
 JU3347'
 JU3347'REFERENCE MARK NO. 1 IS 54.477 METERS (178.73 FEET) EAST-NORTHEAST
 JU3347'OF THE STATION, 5 PACES NORTHWEST OF THE NORTHWEST CORNER OF A
 JU3347'WIRE FENCE, AND 12 PACES NORTH OF A 7-INCH TREE.  THE MARK PROJECTS
 JU3347'3 INCHES ABOVE THE SURFACE OF THE GROUND.
 JU3347'
 JU3347'REFERENCE MARK NO. 2 IS 71.20 METERS (233.60 FEET) WEST-NORTHWEST
 JU3347'OF THE STATION.  IT IS SET FLUSH IN THE EAST SIDE OF THE CONCRETE
 JU3347'BASE OF THE MUNICIPAL WATER TANK.
 JU3347'
 JU3347'AZIMUTH MARK IS APPROXIMATELY 0.1 MILE NORTHWEST OF THE
 JU3347'STATION.  IT IS A STANDARD DISK SET IN THE CURBING, 6 PACES
 JU3347'NORTHEAST OF THE NORTHEAST CORNER OF G AND THIRD STREETS, 6 PACES
 JU3347'EAST OF THE CENTERLINE OF THIRD STREET, AND 9 PACES
 JU3347'NORTH-NORTHWEST OF A FIRE HYDRANT.  THE MARK IS FLUSH WITH THE
 JU3347'CURBING.
 JU3347'
 JU3347'A 77-FOOT TOWER WILL CLEAR ALL LINES OBSERVED FROM THIS STATION.
 JU3347
 JU3347                          STATION RECOVERY (1970)
 JU3347
 JU3347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU3347'LOST.  THE STATION AND ITS REFERENCE MARKS WERE NOT FOUND AFTER A
 JU3347'VERY THOROUGH SEARCH.  THE WHEATON COMPANY HAS CONSTRUCTED NEW
 JU3347'BUILDINGS AND PAVED THE AREA AROUND THE STATION SITE.  ALL MARKS
 JU3347'ARE BELIEVED TO BE DESTROYED.
 JU3347'
 JU3347'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3347'AT MILLVILLE.
 JU3347
 JU3347                          STATION RECOVERY (1995)
 JU3347
 JU3347'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU3347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3889 ***********************************************************************
 KV3889  DESIGNATION -  WHITE 1913
 KV3889  PID         -  KV3889
 KV3889  STATE/COUNTY-  NJ/BERGEN
 KV3889  USGS QUAD   -  HACKENSACK (1997)
 KV3889
 KV3889                         *CURRENT SURVEY CONTROL
 KV3889  ___________________________________________________________________
 KV3889* NAD 83(1996)-  40 52 48.05003(N)    074 07 09.54691(W)     ADJUSTED  
 KV3889* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 KV3889  ___________________________________________________________________
 KV3889  LAPLACE CORR-           6.33  (seconds)                    DEFLEC99
 KV3889  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KV3889
 KV3889  HORZ ORDER  -  THIRD
 KV3889
 KV3889.The horizontal coordinates were established by classical geodetic methods
 KV3889.and adjusted by the National Geodetic Survey in September 1999..
 KV3889
 KV3889.The orthometric height was scaled from a topographic map.
 KV3889
 KV3889.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3889
 KV3889.The geoid height was determined by GEOID03.
 KV3889
 KV3889;                    North         East     Units Scale Factor Converg.
 KV3889;SPC NJ       -   227,293.868   182,083.539   MT  0.99991267   +0 14 56.9
 KV3889;SPC NJ       -   745,713.30    597,385.74   sFT  0.99991267   +0 14 56.9
 KV3889;SPC NY L     -    79,221.669   289,942.979   MT  0.99999504   -0 04 41.0
 KV3889;SPC NY L     -   259,913.09    951,254.59   sFT  0.99999504   -0 04 41.0
 KV3889;UTM  18      - 4,525,810.847   574,201.234   MT  0.99966777   +0 34 35.1
 KV3889
 KV3889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3889!SPC NJ       -   1.00000383  x   0.99991267  =   0.99991650
 KV3889!SPC NY L     -   1.00000383  x   0.99999504  =   0.99999887
 KV3889!UTM  18      -   1.00000383  x   0.99966777  =   0.99967160
 KV3889
 KV3889:                Primary Azimuth Mark                     Grid Az
 KV3889:SPC NJ       -  LOW 1913                                 158 30 52.1
 KV3889:SPC NY L     -  LOW 1913                                 158 50 30.0
 KV3889:UTM  18      -  LOW 1913                                 158 11 13.9
 KV3889
 KV3889|---------------------------------------------------------------------|
 KV3889| PID    Reference Object                     Distance      Geod. Az  |
 KV3889|                                                           dddmmss.s |
 KV3889| KV3926 LOW 1913                            APPROX. 0.9 KM 1584549.0 |
 KV3889| KV3898 PAPER                               169.637 METERS 23943     |
 KV3889|---------------------------------------------------------------------|
 KV3889
 KV3889                          SUPERSEDED SURVEY CONTROL
 KV3889
 KV3889  NAD 83(1996)-  40 52 48.04989(N)    074 07 09.54732(W) AD(       ) 3
 KV3889  NAD 83(1996)-  40 52 48.05508(N)    074 07 09.55907(W) AD(       ) 3
 KV3889  NAD 83(1992)-  40 52 48.05504(N)    074 07 09.55916(W) AD(       ) 3
 KV3889  NAD 83(1986)-  40 52 48.05578(N)    074 07 09.56213(W) AD(       ) 3
 KV3889  NAD 27      -  40 52 47.67400(N)    074 07 11.02200(W) AD(       ) 3
 KV3889
 KV3889.Superseded values are not recommended for survey control.
 KV3889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3889.See file dsdata.txt to determine how the superseded data were derived.
 KV3889
 KV3889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7420125811(NAD 83)
 KV3889_MARKER: DS = TRIANGULATION STATION DISK
 KV3889_SETTING: 0 = UNSPECIFIED SETTING
 KV3889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3889
 KV3889  HISTORY     - Date     Condition        Report By
 KV3889  HISTORY     - 1913     MONUMENTED       CGS
 KV3889  HISTORY     - 1933     MARK NOT FOUND   CGS
 KV3889
 KV3889                          STATION DESCRIPTION
 KV3889
 KV3889'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (SF)
 KV3889'STATION IS ON THE E SIDE OF PASSAIC RIVER, ON THE ROOF OF A HOUSE
 KV3889'AT THE WATERS EDGE AND THE NE CORNER OF THE COUNTY BRIDGE, AND
 KV3889'AT THE NW CORNER OF OUTWATER LANE AND THE RIVER ROAD.
 KV3889'
 KV3889'THE STATION IS 36.3 FEET, 6.2 FEET, AND 20.9 FEET FROM THE NE,
 KV3889'SE, AND SW CORNERS OF THE ROOF AND IS MARKED BY A C. AND G.S. BRASS
 KV3889'DISK SET IN A CONCRETE BLOCK WHICH IS CEMENTED TO THE ROOF.
 KV3889
 KV3889                          STATION RECOVERY (1933)
 KV3889
 KV3889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV3889'STATION REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5527 ***********************************************************************
 KV5527  DESIGNATION -  WHITE HILL RANGE FRONT LIGHT
 KV5527  PID         -  KV5527
 KV5527  STATE/COUNTY-  NJ/BURLINGTON
 KV5527  USGS QUAD   -  TRENTON EAST (1981)
 KV5527
 KV5527                         *CURRENT SURVEY CONTROL
 KV5527  ___________________________________________________________________
 KV5527* NAD 83(1996)-  40 07 55.47105(N)    074 44 45.11241(W)     ADJUSTED  
 KV5527* NAVD 88     -                                                        
 KV5527  ___________________________________________________________________
 KV5527  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 KV5527  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KV5527
 KV5527  HORZ ORDER  -  THIRD
 KV5527
 KV5527.The horizontal coordinates were established by classical geodetic methods
 KV5527.and adjusted by the National Geodetic Survey in September 1999..
 KV5527
 KV5527
 KV5527.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5527
 KV5527.The geoid height was determined by GEOID03.
 KV5527
 KV5527;                    North         East     Units Scale Factor Converg.
 KV5527;SPC NJ       -   144,207.017   129,047.268   MT  0.99990540   -0 09 30.5
 KV5527;SPC NJ       -   473,119.19    423,382.58   sFT  0.99990540   -0 09 30.5
 KV5527;SPC PA S     -    93,042.345   855,983.970   MT  0.99997487   +1 56 56.6
 KV5527;SPC PA S     -   305,256.43  2,808,340.74   sFT  0.99997487   +1 56 56.6
 KV5527;UTM  18      - 4,442,447.401   521,651.085   MT  0.99960577   +0 09 49.7
 KV5527
 KV5527                          SUPERSEDED SURVEY CONTROL
 KV5527
 KV5527  NAD 83(1986)-  40 07 55.46872(N)    074 44 45.11478(W) AD(       ) 4
 KV5527  NAD 27      -  40 07 55.08000(N)    074 44 46.54000(W) AD(       ) 3
 KV5527
 KV5527.Superseded values are not recommended for survey control.
 KV5527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5527.See file dsdata.txt to determine how the superseded data were derived.
 KV5527
 KV5527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2165142447(NAD 83)
 KV5527_MARKER: 14 = NAVIGATION LIGHT
 KV5527
 KV5527  HISTORY     - Date     Condition        Report By
 KV5527  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5527  HISTORY     - 1947     GOOD             CGS
 KV5527
 KV5527                          STATION DESCRIPTION
 KV5527
 KV5527'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5527'STATION RECOVERED IN GOOD CONDITION.  THE STRUCTURE DESCRIPTION
 KV5527'IN THE 1946 LIGHT LIST IS CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2505 ***********************************************************************
 JU2505  DESIGNATION -  WHITING BOLT
 JU2505  PID         -  JU2505
 JU2505  STATE/COUNTY-  NJ/OCEAN
 JU2505  USGS QUAD   -  WHITING (1971)
 JU2505
 JU2505                         *CURRENT SURVEY CONTROL
 JU2505  ___________________________________________________________________
 JU2505* NAD 83(1986)-  39 57 07.     (N)    074 22 43.     (W)     SCALED    
 JU2505* NAVD 88     -        51.996  (meters)     170.59   (feet)  ADJUSTED  
 JU2505  ___________________________________________________________________
 JU2505  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 JU2505  DYNAMIC HT  -          51.972 (meters)     170.51  (feet)  COMP
 JU2505  MODELED GRAV-     980,164.9   (mgal)                       NAVD 88
 JU2505
 JU2505  VERT ORDER  -  SECOND    CLASS 0
 JU2505
 JU2505.The horizontal coordinates were scaled from a topographic map and have
 JU2505.an estimated accuracy of +/- 6 seconds.
 JU2505
 JU2505.The orthometric height was determined by differential leveling
 JU2505.and adjusted by the National Geodetic Survey in June 1991..
 JU2505
 JU2505.The geoid height was determined by GEOID03.
 JU2505
 JU2505.The dynamic height is computed by dividing the NAVD 88
 JU2505.geopotential number by the normal gravity value computed on the
 JU2505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2505.degrees latitude (g = 980.6199 gals.).
 JU2505
 JU2505.The modeled gravity was interpolated from observed gravity values.
 JU2505
 JU2505;                    North         East    Units  Estimated Accuracy
 JU2505;SPC NJ       -   124,190.      160,370.      MT  (+/- 180 meters Scaled)
 JU2505
 JU2505                          SUPERSEDED SURVEY CONTROL
 JU2505
 JU2505  NGVD 29 (??/??/??)   52.384  (m)          171.86   (f) ADJUSTED    2 0
 JU2505
 JU2505.Superseded values are not recommended for survey control.
 JU2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2505.See file dsdata.txt to determine how the superseded data were derived.
 JU2505
 JU2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK530226(NAD 83)
 JU2505_MARKER: B = BOLT
 JU2505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2505_SP_SET: STONE POST
 JU2505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2505+STABILITY: SURFACE MOTION
 JU2505
 JU2505  HISTORY     - Date     Condition        Report By
 JU2505  HISTORY     - UNK      MONUMENTED       PRR
 JU2505  HISTORY     - 19950303 MARK NOT FOUND   NJGS
 JU2505
 JU2505                          STATION DESCRIPTION
 JU2505
 JU2505'DESCRIBED BY PENNSYLVANIA RAILROAD UNK
 JU2505'AT WHITINGS.
 JU2505'AT WHITINGS, OCEAN COUNTY, AND AT THE SOUTHEAST CORNER OF
 JU2505'THE PENNSYLVANIA RAILROAD STATION.  A COPPER BOLT, SET IN
 JU2505'THE TOP OF A STONE POST.
 JU2505
 JU2505                          STATION RECOVERY (1995)
 JU2505
 JU2505'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU2505'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU2505'SEARCH BY A TWO MAN PARTY.  CONSIDERABLE IMPROVEMENTS HAVE BEEN MADE
 JU2505'TO THE AREA SINCE THE LAST RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0249 ***********************************************************************
 JU0249  DESIGNATION -  WHITING CHIS SQ
 JU0249  PID         -  JU0249
 JU0249  STATE/COUNTY-  NJ/OCEAN
 JU0249  USGS QUAD   -  WHITING (1971)
 JU0249
 JU0249                         *CURRENT SURVEY CONTROL
 JU0249  ___________________________________________________________________
 JU0249* NAD 83(1986)-  39 57 07.     (N)    074 22 43.     (W)     SCALED    
 JU0249* NAVD 88     -        52.650  (meters)     172.74   (feet)  ADJUSTED  
 JU0249  ___________________________________________________________________
 JU0249  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 JU0249  DYNAMIC HT  -          52.626 (meters)     172.66  (feet)  COMP
 JU0249  MODELED GRAV-     980,164.9   (mgal)                       NAVD 88
 JU0249
 JU0249  VERT ORDER  -  SECOND    CLASS 0
 JU0249
 JU0249.The horizontal coordinates were scaled from a topographic map and have
 JU0249.an estimated accuracy of +/- 6 seconds.
 JU0249
 JU0249.The orthometric height was determined by differential leveling
 JU0249.and adjusted by the National Geodetic Survey in June 1991..
 JU0249
 JU0249.The geoid height was determined by GEOID03.
 JU0249
 JU0249.The dynamic height is computed by dividing the NAVD 88
 JU0249.geopotential number by the normal gravity value computed on the
 JU0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0249.degrees latitude (g = 980.6199 gals.).
 JU0249
 JU0249.The modeled gravity was interpolated from observed gravity values.
 JU0249
 JU0249;                    North         East    Units  Estimated Accuracy
 JU0249;SPC NJ       -   124,190.      160,370.      MT  (+/- 180 meters Scaled)
 JU0249
 JU0249                          SUPERSEDED SURVEY CONTROL
 JU0249
 JU0249  NGVD 29 (??/??/??)   53.038  (m)          174.01   (f) ADJUSTED    2 0
 JU0249
 JU0249.Superseded values are not recommended for survey control.
 JU0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0249.See file dsdata.txt to determine how the superseded data were derived.
 JU0249
 JU0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK530226(NAD 83)
 JU0249_MARKER: Q = CHISELED SQUARE
 JU0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0249_SP_SET: STONE MONUMENT
 JU0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0249
 JU0249  HISTORY     - Date     Condition        Report By
 JU0249  HISTORY     - UNK      MONUMENTED       PRR
 JU0249  HISTORY     - 1935     GOOD             CGS
 JU0249  HISTORY     - 1936     GOOD             CGS
 JU0249  HISTORY     - 19950303 MARK NOT FOUND   NJGS
 JU0249
 JU0249                          STATION DESCRIPTION
 JU0249
 JU0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0249'AT WHITINGS.
 JU0249'AT WHITINGS, OCEAN COUNTY, ABOUT 727 FEET NORTH OF THE CENTRAL
 JU0249'RAILROAD OF NEW JERSEY STATION, ABOUT 3 RAILS SOUTH OF SIGNAL
 JU0249'TOWER R 714, 96 FEET EAST OF THE CENTER LINE OF THE TRACK, 36
 JU0249'FEET EAST OF A ROAD PARALLELING THE TRACK, AND ON THE TOP OF A
 JU0249'STONE MONUMENT.  A CHISELED SQUARE.
 JU0249
 JU0249                          STATION RECOVERY (1936)
 JU0249
 JU0249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 JU0249'RECOVERED IN GOOD CONDITION.
 JU0249
 JU0249                          STATION RECOVERY (1995)
 JU0249
 JU0249'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0249'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0249'SEARCH BY A TWO MAN PARTY.  CONSIDERABLE IMPROVEMENTS HAVE BEEN MADE
 JU0249'TO THE AREA SINCE THE LAST RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0248 ***********************************************************************
 JU0248  DESIGNATION -  WHITING USGS
 JU0248  PID         -  JU0248
 JU0248  STATE/COUNTY-  NJ/OCEAN
 JU0248  USGS QUAD   -  WHITING (1971)
 JU0248
 JU0248                         *CURRENT SURVEY CONTROL
 JU0248  ___________________________________________________________________
 JU0248* NAD 83(1986)-  39 57 15.     (N)    074 22 44.     (W)     SCALED    
 JU0248* NAVD 88     -        52.625  (meters)     172.65   (feet)  ADJUSTED  
 JU0248  ___________________________________________________________________
 JU0248  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 JU0248  DYNAMIC HT  -          52.601 (meters)     172.58  (feet)  COMP
 JU0248  MODELED GRAV-     980,165.2   (mgal)                       NAVD 88
 JU0248
 JU0248  VERT ORDER  -  SECOND    CLASS 0
 JU0248
 JU0248.The horizontal coordinates were scaled from a topographic map and have
 JU0248.an estimated accuracy of +/- 6 seconds.
 JU0248
 JU0248.The orthometric height was determined by differential leveling
 JU0248.and adjusted by the National Geodetic Survey in June 1991..
 JU0248
 JU0248.The geoid height was determined by GEOID03.
 JU0248
 JU0248.The dynamic height is computed by dividing the NAVD 88
 JU0248.geopotential number by the normal gravity value computed on the
 JU0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0248.degrees latitude (g = 980.6199 gals.).
 JU0248
 JU0248.The modeled gravity was interpolated from observed gravity values.
 JU0248
 JU0248;                    North         East    Units  Estimated Accuracy
 JU0248;SPC NJ       -   124,430.      160,350.      MT  (+/- 180 meters Scaled)
 JU0248
 JU0248                          SUPERSEDED SURVEY CONTROL
 JU0248
 JU0248  NGVD 29 (??/??/??)   53.012  (m)          173.92   (f) ADJUSTED    2 0
 JU0248
 JU0248.Superseded values are not recommended for survey control.
 JU0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0248.See file dsdata.txt to determine how the superseded data were derived.
 JU0248
 JU0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK530228(NAD 83)
 JU0248_MARKER: Q = CHISELED SQUARE
 JU0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0248+STABILITY: SURFACE MOTION
 JU0248
 JU0248  HISTORY     - Date     Condition        Report By
 JU0248  HISTORY     - UNK      MONUMENTED       USGS
 JU0248  HISTORY     - 1935     GOOD             CGS
 JU0248  HISTORY     - 1936     MARK NOT FOUND   CGS
 JU0248  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0248
 JU0248                          STATION DESCRIPTION
 JU0248
 JU0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0248'AT WHITINGS.
 JU0248'AT WHITINGS, OCEAN COUNTY, 21 FEET SOUTHEAST OF A LARGE HOTEL,
 JU0248'AT THE NORTHWEST CORNER OF ROADS, AND ON THE TOP OF A GRANITE
 JU0248'MONUMENT.  A CHISELED SQUARE.
 JU0248
 JU0248                          STATION RECOVERY (1936)
 JU0248
 JU0248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 JU0248'MARK NOT FOUND.
 JU0248
 JU0248                          STATION RECOVERY (1985)
 JU0248
 JU0248'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2579 ***********************************************************************
 JU2579  DESIGNATION -  WILCO
 JU2579  PID         -  JU2579
 JU2579  STATE/COUNTY-  NJ/SALEM
 JU2579  USGS QUAD   -  SALEM (1995)
 JU2579
 JU2579                         *CURRENT SURVEY CONTROL
 JU2579  ___________________________________________________________________
 JU2579* NAD 83(1996)-  39 34 29.49851(N)    075 29 34.80597(W)     ADJUSTED  
 JU2579* NAVD 88     -         1.4    (meters)       5.     (feet)  VERTCON   
 JU2579  ___________________________________________________________________
 JU2579  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 JU2579  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JU2579
 JU2579  HORZ ORDER  -  THIRD
 JU2579
 JU2579.The horizontal coordinates were established by classical geodetic methods
 JU2579.and adjusted by the National Geodetic Survey in September 1999..
 JU2579
 JU2579.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2579
 JU2579.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2579
 JU2579.The geoid height was determined by GEOID03.
 JU2579
 JU2579;                    North         East     Units Scale Factor Converg.
 JU2579;SPC NJ       -    82,786.687    64,687.948   MT  0.99998958   -0 37 57.6
 JU2579;SPC NJ       -   271,609.32    212,230.38   sFT  0.99998958   -0 37 57.6
 JU2579;SPC DE       -   174,829.469   193,441.248   MT  0.99999553   -0 02 55.1
 JU2579;SPC DE       -   573,586.35    634,648.49   sFT  0.99999553   -0 02 55.1
 JU2579;UTM  18      - 4,380,688.707   457,657.612   MT  0.99962207   -0 18 50.7
 JU2579
 JU2579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2579!SPC NJ       -   1.00000504  x   0.99998958  =   0.99999462
 JU2579!SPC DE       -   1.00000504  x   0.99999553  =   1.00000057
 JU2579!UTM  18      -   1.00000504  x   0.99962207  =   0.99962710
 JU2579
 JU2579                          SUPERSEDED SURVEY CONTROL
 JU2579
 JU2579  NAD 83(1991)-  39 34 29.49751(N)    075 29 34.80599(W) AD(       ) 3
 JU2579  NAD 83(1986)-  39 34 29.48993(N)    075 29 34.81437(W) AD(       ) 3
 JU2579  NGVD 29 (06/08/88)    1.6    (m)            5.     (f) VERT ANG       
 JU2579
 JU2579.Superseded values are not recommended for survey control.
 JU2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2579.See file dsdata.txt to determine how the superseded data were derived.
 JU2579
 JU2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5765880689(NAD 83)
 JU2579_MARKER: DD = SURVEY DISK
 JU2579_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU2579_SP_SET: METAL PIPE AND CONCRETE SURROUND
 JU2579_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2579
 JU2579  HISTORY     - Date     Condition        Report By
 JU2579  HISTORY     - 1984     MONUMENTED       NOS
 JU2579
 JU2579                          STATION DESCRIPTION
 JU2579
 JU2579'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2579'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF SALEM RIVER
 JU2579'0.3 MILE NORTH FROM THE NEW CUT.
 JU2579'
 JU2579'TO REACH THE STATION FROM THE MOUTH OF SALEM RIVER, GO BY BOAT
 JU2579'UP THE RIVER, TURNING NORTH AT THE NEW CUT AND CONTINUING
 JU2579'UP THE RIVER ABOUT 0.3 MILE.
 JU2579'
 JU2579'THE STATION IS A STANDARD NOS DISK
 JU2579'STAMPED---WILCO 1983---,
 JU2579'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 JU2579'RECESSED 10 CM BELOW THE GROUND.  IT IS LOCATED
 JU2579'7.31 METERS (23.98 FT) NORTH FROM THE FACE OF A 24 INCH
 JU2579'CHERRY TREE,
 JU2579'4.20 METERS (13.78 FT) NORTH FROM THE FACE OF A 12 INCH
 JU2579'HICKORY TREE WITH A WITNESS SIGN NAILED TO IT, AND
 JU2579'0.96 METERS (3.15 FT) EAST FROM THE FACE OF A 26 INCH
 JU2579'CHERRY TREE WITH A SIGN READING---KEEP OFF---.
 JU2579'
 JU2579'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.73 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1272 ***********************************************************************
 HU1272  DESIGNATION -  WILDWOOD LARGE STANDPIPE
 HU1272  PID         -  HU1272
 HU1272  STATE/COUNTY-  NJ/CAPE MAY
 HU1272  USGS QUAD   -  WILDWOOD (1972)
 HU1272
 HU1272                         *CURRENT SURVEY CONTROL
 HU1272  ___________________________________________________________________
 HU1272* NAD 83(1996)-  38 58 26.69105(N)    074 50 20.59510(W)     ADJUSTED  
 HU1272* NAVD 88     -                                                        
 HU1272  ___________________________________________________________________
 HU1272  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 HU1272  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 HU1272
 HU1272  HORZ ORDER  -  THIRD
 HU1272
 HU1272.The horizontal coordinates were established by classical geodetic methods
 HU1272.and adjusted by the National Geodetic Survey in September 1999..
 HU1272
 HU1272
 HU1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1272
 HU1272.The geoid height was determined by GEOID03.
 HU1272
 HU1272;                    North         East     Units Scale Factor Converg.
 HU1272;SPC NJ       -    15,678.006   120,621.144   MT  0.99991062   -0 12 47.7
 HU1272;SPC NJ       -    51,436.92    395,737.87   sFT  0.99991062   -0 12 47.7
 HU1272;UTM  18      - 4,313,912.629   513,941.667   MT  0.99960239   +0 06 04.4
 HU1272
 HU1272                          SUPERSEDED SURVEY CONTROL
 HU1272
 HU1272  NAD 83(1991)-  38 58 26.67267(N)    074 50 20.59930(W) AD(       ) 4
 HU1272  NAD 83(1986)-  38 58 26.66792(N)    074 50 20.60003(W) AD(       ) 4
 HU1272  NAD 27      -  38 58 26.25800(N)    074 50 21.99600(W) AD(       ) 3
 HU1272
 HU1272.Superseded values are not recommended for survey control.
 HU1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1272.See file dsdata.txt to determine how the superseded data were derived.
 HU1272
 HU1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1394213913(NAD 83)
 HU1272_MARKER: 52 = STANDPIPE TANK
 HU1272
 HU1272  HISTORY     - Date     Condition        Report By
 HU1272  HISTORY     - 1932     FIRST OBSERVED   CGS
 HU1272  HISTORY     - 1962     GOOD             CGS
 HU1272  HISTORY     - 1972     GOOD             NGS
 HU1272  HISTORY     - 20051008 GOOD             GEOCAC
 HU1272
 HU1272                          STATION DESCRIPTION
 HU1272
 HU1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HU1272'STATION WAS RECOVERED AND A COMPLETE DESCRIPTION FOLLOWS.
 HU1272'
 HU1272'STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A BLACK
 HU1272'STANDPIPE, 110 FEET HIGH WITH AN ORANGE STRIPE NEAR THE TOP.
 HU1272'
 HU1272'IT IS LOCATED AT THE INTERSECTION OF PRIMROSE STREET AND PARK
 HU1272'BOULEVARD IN WILDWOOD AND IS OWNED AND OPERATED BY THE WILDWOOD
 HU1272'BUREAU OF WATER.
 HU1272
 HU1272                          STATION RECOVERY (1972)
 HU1272
 HU1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RST)
 HU1272'THIS STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT THAT
 HU1272'THE STANDPIPE IS NOW PAINTED BLUE WITH A WHITE BAND AT THE TOP.
 HU1272'
 HU1272'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WILDWOOD
 HU1272'CREST.
 HU1272
 HU1272                          STATION RECOVERY (2005)
 HU1272
 HU1272'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 HU1272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU1263 ***********************************************************************
 HU1263  DESIGNATION -  WILDWOOD STANDPIPE
 HU1263  PID         -  HU1263
 HU1263  STATE/COUNTY-  NJ/CAPE MAY
 HU1263  USGS QUAD   -  WILDWOOD (1972)
 HU1263
 HU1263                         *CURRENT SURVEY CONTROL
 HU1263  ___________________________________________________________________
 HU1263* NAD 83(1996)-  38 59 33.06891(N)    074 48 48.70690(W)     ADJUSTED  
 HU1263* NAVD 88     -                                                        
 HU1263  ___________________________________________________________________
 HU1263  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 HU1263  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 HU1263
 HU1263  HORZ ORDER  -  THIRD
 HU1263
 HU1263.The horizontal coordinates were established by classical geodetic methods
 HU1263.and adjusted by the National Geodetic Survey in September 1999..
 HU1263
 HU1263
 HU1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 HU1263
 HU1263.The geoid height was determined by GEOID03.
 HU1263
 HU1263;                    North         East     Units Scale Factor Converg.
 HU1263;SPC NJ       -    17,716.816   122,839.878   MT  0.99990908   -0 11 50.2
 HU1263;SPC NJ       -    58,125.92    403,017.17   sFT  0.99990908   -0 11 50.2
 HU1263;UTM  18      - 4,315,962.959   516,148.497   MT  0.99960321   +0 07 02.4
 HU1263
 HU1263                          SUPERSEDED SURVEY CONTROL
 HU1263
 HU1263  NAD 83(1991)-  38 59 33.04987(N)    074 48 48.71158(W) AD(       ) 4
 HU1263  NAD 83(1986)-  38 59 33.04580(N)    074 48 48.71191(W) AD(       ) 4
 HU1263  NAD 27      -  38 59 32.63800(N)    074 48 50.11200(W) AD(       ) 3
 HU1263
 HU1263.Superseded values are not recommended for survey control.
 HU1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1263.See file dsdata.txt to determine how the superseded data were derived.
 HU1263
 HU1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1614815963(NAD 83)
 HU1263_MARKER: 52 = STANDPIPE TANK
 HU1263
 HU1263  HISTORY     - Date     Condition        Report By
 HU1263  HISTORY     - 1928     FIRST OBSERVED   CGS
 HU1263  HISTORY     - 1970     GOOD             NGS
 HU1263  HISTORY     - 1972     GOOD             NGS
 HU1263
 HU1263                          STATION DESCRIPTION
 HU1263
 HU1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (RLS)
 HU1263'STATION IS THE MIDDLE OF A STANDPIPE IN WILDWOOD.  IT IS THE
 HU1263'ONLY STANDPIPE IN THE TOWN OF WILDWOOD.  IT IS AN INTERSECTION
 HU1263'STATION AND IS NOT MARKED.
 HU1263
 HU1263                          STATION RECOVERY (1970)
 HU1263
 HU1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1263'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED IN DOWNTOWN
 HU1263'WILDWOOD, AT THE INTERSECTION OF NEW JERSEY AND MAPLE AVENUES,
 HU1263'AND IS PAINTED BLUE WITH A WHITE BAND NEAR THE TOP.  THIS IS THE
 HU1263'MIDDLE ONE OF THREE STANDPIPES IN WILDWOOD.
 HU1263'
 HU1263'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1263'AT WILDWOOD.
 HU1263
 HU1263                          STATION RECOVERY (1972)
 HU1263
 HU1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RST)
 HU1263'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 HU1263'STANDPIPE IS NOW PAINTED BLUE WITH A WHITE BAND AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3387 ***********************************************************************
 JU3387  DESIGNATION -  WILLIS
 JU3387  PID         -  JU3387
 JU3387  STATE/COUNTY-  NJ/CUMBERLAND
 JU3387  USGS QUAD   -  SHILOH (1993)
 JU3387
 JU3387                         *CURRENT SURVEY CONTROL
 JU3387  ___________________________________________________________________
 JU3387* NAD 83(1996)-  39 26 20.09946(N)    075 22 07.09373(W)     ADJUSTED  
 JU3387* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 JU3387  ___________________________________________________________________
 JU3387  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 JU3387  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JU3387
 JU3387  HORZ ORDER  -  FIRST
 JU3387
 JU3387.The horizontal coordinates were established by classical geodetic methods
 JU3387.and adjusted by the National Geodetic Survey in September 1999..
 JU3387
 JU3387.The orthometric height was scaled from a topographic map.
 JU3387
 JU3387.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3387
 JU3387.The geoid height was determined by GEOID03.
 JU3387
 JU3387;                    North         East     Units Scale Factor Converg.
 JU3387;SPC NJ       -    67,584.039    75,227.111   MT  0.99996882   -0 33 06.6
 JU3387;SPC NJ       -   221,731.97    246,807.61   sFT  0.99996882   -0 33 06.6
 JU3387;SPC DE       -   159,734.636   204,134.776   MT  0.99999521   +0 01 49.8
 JU3387;SPC DE       -   524,062.72    669,732.18   sFT  0.99999521   +0 01 49.8
 JU3387;UTM  18      - 4,365,550.289   468,277.174   MT  0.99961239   -0 14 03.1
 JU3387
 JU3387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3387!SPC NJ       -   1.00000080  x   0.99996882  =   0.99996962
 JU3387!SPC DE       -   1.00000080  x   0.99999521  =   0.99999601
 JU3387!UTM  18      -   1.00000080  x   0.99961239  =   0.99961319
 JU3387
 JU3387|---------------------------------------------------------------------|
 JU3387| PID    Reference Object                     Distance      Geod. Az  |
 JU3387|                                                           dddmmss.s |
 JU3387| CB3209 WILLIS RM 1                                        00259     |
 JU3387| CB3208 WILLIS AZ MK                                       0112414.2 |
 JU3387| JU3360 BRIDGETON OWENS ILL GLASS TANK      APPROX.12.0 KM 0883050.0 |
 JU3387| JU3359 BRIDGETON OWENS ILL GLASS STK       APPROX.12.0 KM 0883026.1 |
 JU3387| JU3361 BRIDGETON AMERICAN CAN CO TANK      APPROX.12.5 KM 0895614.6 |
 JU3387| JU3396 SHIP JOHN SHOAL LIGHT               APPROX.14.9 KM 1824005.9 |
 JU3387| CB3210 WILLIS RM 2                          25.347 METERS 27638     |
 JU3387| JU3244 BURDEN 2                            APPROX.10.2 KM 3540010.4 |
 JU3387|---------------------------------------------------------------------|
 JU3387
 JU3387                          SUPERSEDED SURVEY CONTROL
 JU3387
 JU3387  NAD 83(1991)-  39 26 20.09882(N)    075 22 07.09382(W) AD(       ) 1
 JU3387  NAD 83(1986)-  39 26 20.09153(N)    075 22 07.10389(W) AD(       ) 1
 JU3387  NAD 27      -  39 26 19.68400(N)    075 22 08.40300(W) AD(       ) 1
 JU3387
 JU3387.Superseded values are not recommended for survey control.
 JU3387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3387.See file dsdata.txt to determine how the superseded data were derived.
 JU3387
 JU3387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6827765550(NAD 83)
 JU3387_MARKER: DS = TRIANGULATION STATION DISK
 JU3387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3387_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3387
 JU3387  HISTORY     - Date     Condition        Report By
 JU3387  HISTORY     - 1933     MONUMENTED       CGS
 JU3387  HISTORY     - 1946     GOOD             CGS
 JU3387  HISTORY     - 1970     MARK NOT FOUND   NGS
 JU3387  HISTORY     - 1973     SEE DESCRIPTION  NGS
 JU3387  HISTORY     - 1975     MARK NOT FOUND   NGS
 JU3387  HISTORY     - 1977     MARK NOT FOUND   NGS
 JU3387
 JU3387                          STATION DESCRIPTION
 JU3387
 JU3387'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3387'THIS STATION IS ABOUT 7 MILES A LITTLE N OF W OF BRIDGETON.  3.5
 JU3387'MILES SE OF CANTON.  AND 4 MILES SW OF SHILCH.  IT IS ON THE N
 JU3387'SIDE OF A HILL OWNED BY MR. LEWIS WILLIS.  THE HIGHEST PART OF THE
 JU3387'HILL IS TO THE S AND IS IN CULTIVATION, BUT THE POINT WHERE THE
 JU3387'STATION IS LOCATED IS USED ONLY FOR GRASS.  THE MARK IS 80 FEET
 JU3387'ESE OF A GROUP OF THREE SMALL WILD CHERRY TREES.  10 FEET N OF
 JU3387'THE N EDGE OF THE CULTIVATED LAND.  ON THE TOP OF THE FIRST
 JU3387'RISE (185 PACES) TO THE W OF THE HIGHWAY ALONG THE E SIDE OF
 JU3387'THE FIELD.  THE MARK PROJECTS 3 INCHES.
 JU3387'
 JU3387'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 JU3387'STANDARD BRONZE DISKS SET IN CONCRETE.
 JU3387'
 JU3387'REFERENCE MARK NO.1 IS N OF THE STATION.  OVER THE EDGE OF THE
 JU3387'HILL.  85 FEET ENE OF THE WILD CHERRY TREES.  THE MARK PROJECTS
 JU3387'4 INCHES.
 JU3387'
 JU3387'REFERENCE MARK NO.2 IS W OF THE STATION.  ON THE CREST OF THE
 JU3387'HILL.  AND 12 FEET S OF THE CHERRY TREES.  THE MARK PROJECTS 4
 JU3387'INCHES.
 JU3387'
 JU3387'THE AZIMUTH MARK IS N OF THE STATION.  IN THE HEDGE ROW AT THE
 JU3387'N EDGE OF THE FIELD IN WHICH THE STATION IS LOCATED.  AT THE
 JU3387'HIGHEST POINT OVER WHICH THE HEDGE PASSES.
 JU3387'
 JU3387'TO REACH THE STATION FROM SALEM, TAKE THE HANCOCK BRIDGE
 JU3387'ROAD 5.5 MILES TO THE BRIDGE.  CROSS THE BRIDGE AND TAKE THE LEFT
 JU3387'FORK 0.6 MILE TO A T-ROAD.  TURN LEFT 1.0 MILE TO
 JU3387'HARMERSVILLE.  HERE TURN RIGHT AND CONTINUE 5.1 MILES TO A ROAD
 JU3387'FORKS WITH THREE ROADS.  TAKE THE MIDDLE FORK 0.5 MILE TO THE
 JU3387'FIRST T-ROAD LEFT.  TAKE THIS ROAD (MACADAM) 0.5 MILE TO FIRST
 JU3387'T-ROAD LEFT (N) FOLLOW IT 0.1 MILE TO A FIELD ROAD TO THE
 JU3387'LEFT.  FOLLOW THE FIELD ROAD 0.5 MILE TO THE TOP OF THE RIDGE,
 JU3387'THEN W 180 PACES TO THE STATION.  TO REACH FROM BRIDGETON GO
 JU3387'NW ON ROUTE 49 4 MILES TO SHILOH, TURN W, GO 1.2 MILES, TURN
 JU3387'S, THEN SW 0.95 MILE TO A CROSSROADS (BEAR RIGHT).
 JU3387'
 JU3387'CONTINUE ACROSS AND GO 2.65 MILES TO THE T-ROAD N MENTIONED ABOVE,
 JU3387'THEN AS ABOVE TO THE STATION.
 JU3387
 JU3387                          STATION RECOVERY (1946)
 JU3387
 JU3387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3387'STATION MARK, REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD
 JU3387'CONDITION.  DISTANCES TO REFERENCE MARKS WERE MEASURED AND FOUND
 JU3387'TO BE CORRECT.  THE 1933 DESCRIPTION IS ADEQUATE, EXCEPT FOR THE
 JU3387'FOLLOWING CHANGES--
 JU3387'
 JU3387'ADD STATION IS 70 FEET W OF THE W EDGE OF A LARGE GRAVEL PIT.
 JU3387'
 JU3387'THE FIELD ROAD REFERRED TO IS NO LONGER IN EXISTENCE.  CHANGE
 JU3387'DESCRIPTION TO READ TAKE THIS MACADAM ROAD 0.5 MILE TO FIRST
 JU3387'T-ROAD LEFT (N), FOLLOW IT 0.1 MILE TO A GRAVEL PIT ON THE
 JU3387'LEFT.  TAKE THE ROAD INTO THE GRAVEL PIT TO THE BACK (W)
 JU3387'EDGE.  CLIMB THE BANK AND STATION IS 70 FEET W.
 JU3387
 JU3387                          STATION RECOVERY (1970)
 JU3387
 JU3387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU3387'STATION DESTROYED.  REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 JU3387'MARK WERE RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTIONS
 JU3387'ARE ADEQUATE WITH THE FOLLOWING ADDITIONS--
 JU3387'
 JU3387'RM 1 IS 84.0 FEET NORTH-NORTHEAST OF CULTIVATED FIELD AND WOODS
 JU3387'LINE, 48.0 FEET WEST OF BORROW PIT BANK, AND 6.0 FEET NORTH OF
 JU3387'WITNESS SIGN ON 6 INCH WILD CHERRY TREE.
 JU3387'
 JU3387'RM 2 IS 78.0 FEET WEST OF BORROW PIT BANK, 44.0 FEET NORTH OF
 JU3387'CULTIVATED FIELD, AND WOODS LINE, AND 10.6 FEET EAST OF WITNESS
 JU3387'SIGN ON 10 INCH WILD CHERRY TREE.
 JU3387'
 JU3387'THE AZIMUTH MARK IS 374 FEET WEST OF THE CENTERLINE OF THE
 JU3387'BLACKTOP ROAD, AND IN A HEDGEROW WHICH IS 200 FEET NORTH OF THE
 JU3387'GRAVEL PIT.
 JU3387
 JU3387                          STATION RECOVERY (1973)
 JU3387
 JU3387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 JU3387'NO OBJECTS WERE VISIBLE AT THIS DATE.
 JU3387'
 JU3387'REFERENCE MARK ONE, REFERENCE MARK TWO AND THE AZIMUTH MARK WERE
 JU3387'RECOVERED AND FOUND IN GOOD CONDITION.  THERE HAS BEEN A 12 FOOT
 JU3387'CUT MADE WHERE THE STATION WAS AND WHEN THE WORK TOOK PLACE THE
 JU3387'STATION MARK WAS DESTROYED.  IT WAS IMPOSSIBLE TO PUT THE STATION
 JU3387'MARK BACK AT THIS TIME.  NO OBJECTS WOULD BE VISIBLE FROM THE
 JU3387'HOLE WHICH WAS MADE WHERE THE STATION WAS.  THE CONTRACTOR
 JU3387'INFORMED ME HE WOULD NOTIFY THE OFFICE BEFORE THE REFERENCE MARKS
 JU3387'GOT DISTURBED.  THE STATION MARK WILL BE REPLACEABLE WHEN
 JU3387'THE EXCAVATION IS ENLARGED A LITTLE MORE.  THE TO REACH
 JU3387'IS ADEQUATE.
 JU3387'
 JU3387'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3387'3-1/2 MILES SOUTHEAST OF CANTON.
 JU3387
 JU3387                          STATION RECOVERY (1975)
 JU3387
 JU3387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3387'LOST.  AFTER A THOROUGH SEARCH BY A THREE MAN FIELD PARTY, NO
 JU3387'EVIDENCE OF STATION OR SUBSURFACE MARK COULD BE FOUND.  THE
 JU3387'GRAVEL PIT MENTIONED IN DESCRIPTION BY E.L.J., 1946 HAS BEEN
 JU3387'ENLARGED AND DISTANCES FROM RMS TO STATION INDICATES DESTRUCTION
 JU3387'OF STATION.  REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 JU3387'CONDITION.  THE ORIGINAL DESCRIPTION BY G.L.A. 1933 AND
 JU3387'E.L.J., 1946 ARE ADEQUATE FOR RECOVERY OF REFERENCE MARKS.  THE
 JU3387'AZIMUTH MARK WAS NOT SEARCHED FOR.
 JU3387
 JU3387                          STATION RECOVERY (1977)
 JU3387
 JU3387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 JU3387'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5477 ***********************************************************************
 KV5477  DESIGNATION -  WILSON
 KV5477  PID         -  KV5477
 KV5477  STATE/COUNTY-  NJ/MIDDLESEX
 KV5477  USGS QUAD   -  NEW BRUNSWICK (1981)
 KV5477
 KV5477                         *CURRENT SURVEY CONTROL
 KV5477  ___________________________________________________________________
 KV5477* NAD 83(1996)-  40 29 34.61660(N)    074 26 38.57435(W)     ADJUSTED  
 KV5477* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 KV5477  ___________________________________________________________________
 KV5477  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 KV5477  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV5477
 KV5477  HORZ ORDER  -  FIRST
 KV5477
 KV5477.The horizontal coordinates were established by classical geodetic methods
 KV5477.and adjusted by the National Geodetic Survey in September 1999..
 KV5477
 KV5477.The orthometric height was scaled from a topographic map.
 KV5477
 KV5477.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5477
 KV5477.The geoid height was determined by GEOID03.
 KV5477
 KV5477;                    North         East     Units Scale Factor Converg.
 KV5477;SPC NJ       -   184,247.193   154,742.912   MT  0.99990028   +0 02 10.8
 KV5477;SPC NJ       -   604,484.33    507,685.70   sFT  0.99990028   +0 02 10.8
 KV5477;UTM  18      - 4,482,620.506   547,112.970   MT  0.99962732   +0 21 39.7
 KV5477
 KV5477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5477!SPC NJ       -   1.00000286  x   0.99990028  =   0.99990314
 KV5477!UTM  18      -   1.00000286  x   0.99962732  =   0.99963017
 KV5477
 KV5477:                Primary Azimuth Mark                     Grid Az
 KV5477:SPC NJ       -  RARITAN ARSENAL TANK                     078 27 58.6
 KV5477:UTM  18      -  RARITAN ARSENAL TANK                     078 08 29.7
 KV5477
 KV5477|---------------------------------------------------------------------|
 KV5477| PID    Reference Object                     Distance      Geod. Az  |
 KV5477|                                                           dddmmss.s |
 KV5477| KV4870 RARITAN ARSENAL TANK                APPROX. 6.7 KM 0783009.4 |
 KV5477| CB6549 WILSON RM 1                           2.790 METERS 07913     |
 KV5477| CB6550 WILSON RM 2                           3.430 METERS 17116     |
 KV5477| CB6551 WILSON RM 3                           7.140 METERS 25913     |
 KV5477| CB6552 WILSON RM 4                           6.230 METERS 35058     |
 KV5477|---------------------------------------------------------------------|
 KV5477
 KV5477                          SUPERSEDED SURVEY CONTROL
 KV5477
 KV5477  NAD 83(1996)-  40 29 34.61654(N)    074 26 38.57597(W) AD(       ) 1
 KV5477  NAD 83(1986)-  40 29 34.61831(N)    074 26 38.57752(W) AD(       ) 1
 KV5477  NAD 27      -  40 29 34.24300(N)    074 26 40.02900(W) AD(       ) 1
 KV5477
 KV5477.Superseded values are not recommended for survey control.
 KV5477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5477.See file dsdata.txt to determine how the superseded data were derived.
 KV5477
 KV5477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4711382621(NAD 83)
 KV5477_MARKER: Z = SEE DESCRIPTION
 KV5477_SETTING: 0 = UNSPECIFIED SETTING
 KV5477
 KV5477  HISTORY     - Date     Condition        Report By
 KV5477  HISTORY     - 1932     MONUMENTED       CGS
 KV5477  HISTORY     - 1933     GOOD             CGS
 KV5477  HISTORY     - 20020728 MARK NOT FOUND   INDIV
 KV5477
 KV5477                          STATION DESCRIPTION
 KV5477
 KV5477'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV5477'THIS STATION IS S OF THE RARITAN RIVER, IN NEW BRUNSWICK ON THE
 KV5477'SE CORNER OF LIVINGSTONE AND SCHUREMAN STREETS ATOP THE WOODROW
 KV5477'WILSON HOTEL (A PROMINENT 8-STORY, RED-BRICK BUILDING).  A LARGE,
 KV5477'LIGHTED ROOF-SIGN IDENTIFIES THIS BUILDING.  THE STATION IS
 KV5477'LOCATED ON THE ELEVATOR-SHAFT ROOF, TO THE S OF THE LIGHTED SIGN.
 KV5477'
 KV5477'CENTER IS MARKED BY A COPPER TACK SET IN THE TAR-AND-GRAVEL
 KV5477'ROOFING.  FOUR STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE
 KV5477'CEMENTED IN DRILL-HOLES AND SET FLUSH IN THE TOP OF ROOF
 KV5477'COPINGS--REFERENCE MARK NO. 1 AND NO. 2 ON THE E AND W COPINGS
 KV5477'RESPECTIVELY, OF THE ELEVATOR-SHAFT ROOF.  REFERENCE MARK NO. 3
 KV5477'NEAR THE W END OF THE NEXT LOWER ROOFS N COPING.  REFERENCE MARK
 KV5477'NO. 4 NEAR THE E END OF THIS LATTER ROOFS N COPING.
 KV5477'
 KV5477'ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV5477'
 KV5477'TO NE INSIDE CORNER OF ELEVATOR-SHAFT ROOF 2.44 M.
 KV5477'
 KV5477'TO SE INSIDE CORNER OF ELEVATOR-SHAFT ROOF 3.82 M.
 KV5477'
 KV5477'TO SW INSIDE CORNER OF ELEVATOR-SHAFT ROOF 3.94 M.
 KV5477'
 KV5477'TO NW INSIDE CORNER OF ELEVATOR-SHAFT ROOF 2.63 M.
 KV5477'
 KV5477'THERE IS SUFFICIENT ROOM AND FAIR FOOTING FOR CENTRAL TRIPOD
 KV5477'SET-UPS.  LEAD-BLOCK FOOTINGS ARE RECOMMENDED TO PROHIBIT LEG SLIP
 KV5477'ON THE TAR-AND-GRAVEL ROOFING.
 KV5477'
 KV5477'POSSIBLE AIR-PHOTO CONTROL MEASUREMENTS ARE SHOWN ON THE
 KV5477'ACCOMPANYING SKETCH.
 KV5477'
 KV5477'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 KV5477
 KV5477                          STATION RECOVERY (1933)
 KV5477
 KV5477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HCW)
 KV5477'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT, EXCEPT THAT THE
 KV5477'MAGNETIC DIRECTIONS WERE APPARENTLY SHIFTED ABOUT 45 DEGREES TO
 KV5477'THE LEFT.  THE FOLLOWING IS A COPY OF WOODWORTHS DESCRIPTION
 KV5477'WITH THE CHANGES IN THE MAGNETIC DIRECTIONS.
 KV5477'
 KV5477'THIS STATION IS S OF THE RARITAN RIVER, IN NEW BRUNSWICK, ON
 KV5477'THE S CORNER OF LIVINGSTONE AND SCHUREMAN STREETS, ATOP THE
 KV5477'WOODROW WILSON HOTEL (A PROMINENT 8-STORY RED-BRICK BUILDING).  A
 KV5477'LARGE, LIGHTED ROOF-SIGN IDENTIFIES THIS BUILDING.  THE STATION
 KV5477'IS LOCATED ON THE ELEVATOR-SHAFT ROOF, TO THE E OF THE LIGHTED
 KV5477'SIGN.
 KV5477'
 KV5477'CENTER IS MARKED BY A COPPER TACK SET IN THE TAR-AND-GRAVEL
 KV5477'ROOFING.  FOUR STANDARD C. AND G.S. BRONZE REFERENCE DISKS WERE
 KV5477'CEMENTED IN DRILL-HOLES AND SET FLUSH IN THE TOP OF ROOF
 KV5477'COPINGS.  REFERENCE MARK NO.1 AND REFERENCE MARK NO.2 ON THE
 KV5477'NE AND SW COPINGS RESPECTIVELY, OF THE ELEVATOR-SHAFT
 KV5477'ROOF.  REFERENCE MARK NO.3 NEAR THE SW END OF THE NEXT LOWER
 KV5477'ROOFS NW COPING.  REFERENCE MARK NO.4 NEAR THE NE END OF THIS
 KV5477'LATTER ROOFS NW COPING.
 KV5477'
 KV5477'ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN AS FOLLOWS--
 KV5477'
 KV5477'TO NE INSIDE CORNER OF THE ELEVATOR-SHAFT ROOF 2.44 M.
 KV5477'
 KV5477'TO SE INSIDE CORNER OF THE ELEVATOR-SHAFT ROOF 3.82 M.
 KV5477'
 KV5477'TO SW INSIDE CORNER OF THE ELEVATOR-SHAFT ROOF 3.94 M.
 KV5477'
 KV5477'TO NW INSIDE CORNER OF THE ELEVATOR-SHAFT ROOF 2.63 M.
 KV5477'
 KV5477'THERE IS SUFFICIENT ROOM AND FAIR FOOTING FOR CENTRAL TRIPOD
 KV5477'SET-UPS.  LEAD-BLOCK FOOTINGS ARE RECOMMENDED TO PROHIBIT
 KV5477'LEG-SLIP ON THE TAR-AND-GRAVEL ROOFING.
 KV5477'
 KV5477'THE STATION WAS NOT OCCUPIED CENTRALLY DUE TO THE FACT THAT
 KV5477'THE LINES TO THE W WOULD HAVE BEEN OBSTRUCTED BY THE
 KV5477'ROOF-SIGN.  THE TRIPOD WAS SET UP IN W CORNER OF THE SECOND
 KV5477'LEVEL OF THE ROOF.  ALL LIGHTS WERE OBSERVED FROM THERE, AND
 KV5477'THIS POINT WAS ALSO OBSERVED ON FROM ALL STATIONS, THEN REDUCED
 KV5477'TO CENTER.
 KV5477
 KV5477                          STATION RECOVERY (2002)
 KV5477
 KV5477'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (IBB)
 KV5477'MARK MAY BE DESTROYED DUE TO CONSTRUCTION.  THE WOODROW WILSON HOTEL,
 KV5477'LATER RENAMED THE MONUMENT PARK HOTEL, WAS DEMOLISHED LATE SPRING OF
 KV5477'2002 AS PART OF A CITY REDEVELOPMENT PROJECT.  THE BUILDING, AND THE
 KV5477'THUS THE REFERENCE POINT AT THE ROOF OF THE STRUCTURE, NO LONGER
 KV5477'STANDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5776 ***********************************************************************
 KV5776  DESIGNATION -  WILSON RESET
 KV5776  PID         -  KV5776
 KV5776  STATE/COUNTY-  NJ/HUNTERDON
 KV5776  USGS QUAD   -  HOPEWELL (1977)
 KV5776
 KV5776                         *CURRENT SURVEY CONTROL
 KV5776  ___________________________________________________________________
 KV5776* NAD 83(1996)-  40 24 13.78246(N)    074 52 24.97286(W)     ADJUSTED  
 KV5776* NAVD 88     -       139.6    (meters)     458.     (feet)  GPS OBS   
 KV5776  ___________________________________________________________________
 KV5776  X           -   1,269,216.695 (meters)                     COMP
 KV5776  Y           -  -4,695,324.439 (meters)                     COMP
 KV5776  Z           -   4,112,302.115 (meters)                     COMP
 KV5776  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 KV5776  ELLIP HEIGHT-         105.80  (meters)          (10/23/02) GPS OBS
 KV5776  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KV5776
 KV5776  HORZ ORDER  -  FIRST
 KV5776  ELLP ORDER  -  FOURTH    CLASS I
 KV5776
 KV5776.The horizontal coordinates were established by classical geodetic methods
 KV5776.and adjusted by the National Geodetic Survey in May 1999..
 KV5776
 KV5776.The orthometric height was determined by GPS observations and a
 KV5776.high-resolution geoid model.
 KV5776
 KV5776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5776
 KV5776.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5776
 KV5776.The ellipsoidal height was determined by GPS observations
 KV5776.and is referenced to NAD 83.
 KV5776
 KV5776.The geoid height was determined by GEOID03.
 KV5776
 KV5776;                    North         East     Units Scale Factor Converg.
 KV5776;SPC NJ       -   174,417.452   118,288.416   MT  0.99991237   -0 14 31.8
 KV5776;SPC NJ       -   572,234.59    388,084.58   sFT  0.99991237   -0 14 31.8
 KV5776;SPC PA S     -   122,838.312   844,120.558   MT  0.99995983   +1 51 58.3
 KV5776;SPC PA S     -   403,012.03  2,769,418.86   sFT  0.99995983   +1 51 58.3
 KV5776;UTM  18      - 4,472,587.464   510,725.337   MT  0.99960142   +0 04 54.9
 KV5776
 KV5776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5776!SPC NJ       -   0.99998340  x   0.99991237  =   0.99989577
 KV5776!SPC PA S     -   0.99998340  x   0.99995983  =   0.99994323
 KV5776!UTM  18      -   0.99998340  x   0.99960142  =   0.99958483
 KV5776
 KV5776|---------------------------------------------------------------------|
 KV5776| PID    Reference Object                     Distance      Geod. Az  |
 KV5776|                                                           dddmmss.s |
 KV5776| CB6546 WILSON RM 2                          71.230 METERS 01321     |
 KV5776| KV5503 AIRWAY BN 72 E OF MT ROSE           APPROX.16.4 KM 1013827.1 |
 KV5776| CB6545 WILSON RM 1                          48.080 METERS 26654     |
 KV5776| KV5783 CROTON 2                            APPROX. 9.5 KM 3395320.8 |
 KV5776|---------------------------------------------------------------------|
 KV5776
 KV5776                          SUPERSEDED SURVEY CONTROL
 KV5776
 KV5776  ELLIP H (05/14/99)  105.81   (m)                       GP(       ) 4 1
 KV5776  NAD 83(1986)-  40 24 13.78121(N)    074 52 24.97582(W) AD(       ) 1
 KV5776  NAD 27      -  40 24 13.40200(N)    074 52 26.38200(W) AD(       ) 1
 KV5776  NGVD 29 (10/04/91)  139.8    (m)          459.     (f) GPS OBS        
 KV5776
 KV5776.Superseded values are not recommended for survey control.
 KV5776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5776.See file dsdata.txt to determine how the superseded data were derived.
 KV5776
 KV5776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1072572587(NAD 83)
 KV5776_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5776_SP_SET: CONCRETE POST
 KV5776_STAMPING: WILSON 1929 1980
 KV5776_MARK LOGO: NGS   
 KV5776_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5776+STABILITY: SURFACE MOTION
 KV5776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5776+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1993
 KV5776
 KV5776  HISTORY     - Date     Condition        Report By
 KV5776  HISTORY     - 1929     MONUMENTED       CGS
 KV5776  HISTORY     - 1936     GOOD             NJGS
 KV5776  HISTORY     - 1937     GOOD             NJGS
 KV5776  HISTORY     - 1980     GOOD             NGS
 KV5776  HISTORY     - 1980     GOOD             NGS
 KV5776  HISTORY     - 19891205 GOOD             NJGS
 KV5776  HISTORY     - 19900206 GOOD
 KV5776  HISTORY     - 19930331 GOOD             NJGS
 KV5776
 KV5776                          STATION DESCRIPTION
 KV5776
 KV5776'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 KV5776'STATION IS ABOUT 7 MILES S OF FLEMINGTON, 6 MILES W OF HOPEWELL
 KV5776'AND 2 MILES S OF RINGOES, ON LAND OWNED BY ASHER WILSON AND
 KV5776'OCCUPIED BY H.V. SCARBROUGH.  THE STATION IS ON A WOODED HILL
 KV5776'ABOUT 1/8 MILE S OF WILSONS FARM BUILDINGS.  A SUMMER BUNGALOW
 KV5776'STANDS ON THE HILLTOP.  THE STATION IS 18.5 METERS NW OF THE NW
 KV5776'CORNER OF THE BUNGALOW, AND 19.3 METERS S OF THE FENCE DIVIDING
 KV5776'THE WOODS ON THE HILLTOP FROM THE CULTIVATED LAND TO THE N.
 KV5776'
 KV5776'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5776'DISKS SET IN CONCRETE.
 KV5776'
 KV5776'REFERENCE MARK NO.1 IS W OF STATION IN FENCE LINE AT EDGE OF
 KV5776'WOODS AND REFERENCE MARK NO.2 IS N OF STATION IN FENCE LINE
 KV5776'BETWEEN CULTIVATED FIELDS.  ALL MARKS PROJECT 6 INCHES ABOVE
 KV5776'SURFACE.
 KV5776'
 KV5776'STATION IS REACHED FROM RINGOES BY FOLLOWING ROUTE 30 S 1.2
 KV5776'MILES TO A MACADAM ROAD LEADING TO ROCKTOWN.  FOLLOW THIS ROAD
 KV5776'1/4 MILE TO A ROAD TURNING W.  TAKE THIS ROAD 0.5 MILE TO A LANE
 KV5776'LEADING LEFT AT A RIGHT TURN IN THE ROAD.  FOLLOW LANE 0.1 MILE
 KV5776'TO MR. WILSONS HOUSE.  FOLLOW S ON FARM ROAD ABOUT 300 YARDS TO
 KV5776'FENCE, THENCE W ABOUT 200 YARDS TO HILLTOP.
 KV5776'
 KV5776'HEIGHT OF SIGNAL ABOVE STATION MARK - 19 METERS.
 KV5776
 KV5776                          STATION RECOVERY (1936)
 KV5776
 KV5776'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 KV5776'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  BEST AZIMUTH
 KV5776'MARK IS THE STEEPLE OF RINGOES CHURCH.  N.J.G.C.S. MONUMENTS 1678
 KV5776'AND 1679 ARE ALSO VISIBLE FROM THE GROUND.
 KV5776
 KV5776                          STATION RECOVERY (1937)
 KV5776
 KV5776'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1937
 KV5776'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED ORIGINALLY AND
 KV5776'IN 1936 RECOVERY NOTE.
 KV5776
 KV5776                          STATION RECOVERY (1980)
 KV5776
 KV5776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 KV5776'THE STATION SURFACE MARK WAS FOUND PROJECTING ABOUT 1 FOOT.  THE
 KV5776'SUBSURFACE DISK WAS FOUND IN GOOD CONDITION.  A NEW STATION SURFACE
 KV5776'MARK WAS SET FLUSH WITH THE SURFACE AT THE REQUEST OF THE PROPERTY
 KV5776'OWNER.  REFERENCE MARK ONE WAS NOT FOUND AND BELIEVED DESTROYED BY
 KV5776'FARM OPERATIONS.  REFERENCE MARK TWO WAS FOUND OUT OF POSITION.  TWO
 KV5776'NEW REFERENCE MARKS WERE SET.
 KV5776'
 KV5776'A COMPLETE NEW DESCRIPTION FOLLOWS.
 KV5776'
 KV5776'THE STATION IS LOCATED ABOUT 22 AIRLINE MILES NORTH-NORTHWEST OF
 KV5776'TRENTON, 2 MILES SOUTH OF RINGOES AND 1/2 MILE WEST OF ROCKTOWN.  THE
 KV5776'PROPERTY IS OWNED BY MR. D. SULLIVAN, GULICK ROAD, RINGOES NEW JERSEY
 KV5776'08551.
 KV5776'
 KV5776'TO REACH THE STATION FROM THE POST OFFICE IN RINGOES, GO SOUTH ON
 KV5776'STATE HIGHWAY 31 FOR 1.45 MILES TO A FORK.  BEAR RIGHT AND CONTINUE
 KV5776'SOUTHERLY ON A PAVED ROAD FOR 0.25 MILE TO A SIDE ROAD RIGHT.  TURN
 KV5776'RIGHT AND GO WEST ON A PAVED ROAD FOR 0.45 MILE TO A SIDE ROAD LEFT
 KV5776'AT A POINT WHERE THE PAVED ROAD CURVES TO THE NORTH.  TURN LEFT AND
 KV5776'GO SOUTH ON A PRIVATE DRIVE FOR 0.2 MILE TO A T-INTERSECTION.  TURN
 KV5776'RIGHT AND GO WEST ON THE PRIVATE DRIVE FOR 0.2 MILE TO THE STATION IN
 KV5776'THE NORTH YARD OF MR. SULLIVANS HOUSE.
 KV5776'
 KV5776'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 KV5776'---WILSON 1929 1980---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5776'30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 18.0
 KV5776'METERS (59 FEET) NE FROM THE NORTHEAST CORNER OF MR. SULLIVANS HOUSE,
 KV5776'43.3 METERS (142 FEET) SW FROM A POWERLINE POLE NUMBERED WAT1016 S155
 KV5776'WK, 16.31 METERS (53.5 FEET) NW FROM THE NORTH SIDE OF MR. SULLIVANS
 KV5776'FIREPLACE, AND 7.3 METERS (24 FEET) NW FROM A 30-INCH MAPLE TREE.
 KV5776'
 KV5776'THE UNDERGROUND MARK IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 KV5776'NOS) DISK STAMPED---WILSON 1929---SET INTO AN IRREGULAR MASS OF
 KV5776'CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 KV5776'
 KV5776'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 KV5776'STAMPED---WILSON 1929 NO 3 1980---SET INTO THE TOP OF A ROUND
 KV5776'CONCRETE MONUMENT 25 CM (10 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 KV5776'LOCATED 21.6 METERS (71 FEET) SSW FROM THE POWERLINE POLE, 17.68
 KV5776'METERS (58.0 FEET) NE FROM THE NORTHEAST CORNER OF MR. SULLIVANS
 KV5776'HOUSE, 12.04 METERS (39.5 FEET) W FROM THE CENTER OF THE PRIVATE
 KV5776'DRIVE, AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 KV5776'
 KV5776'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 KV5776'STAMPED---WILSON 1929 NO 4 1980---SET INTO THE TOP OF A ROUND
 KV5776'CONCRETE MONUMENT 25 CM (10 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 KV5776'LOCATED 37.2 METERS (122 FEET) NNW FROM THE NORTHWEST CORNER OF MR.
 KV5776'SULLIVANS HOUSE, 11.9 METERS (39 FEET) NE FROM THE NORTHEAST SIDE OF
 KV5776'A SWIMMING POOL, 6.7 METERS (22 FEET) E FROM A 6-INCH PINE TREE, 5.2
 KV5776'METERS (17 FEET) NE FROM A 18-INCH TREE, AND 1.2 METERS (4 FEET)
 KV5776'LOWER THAN THE STATION.
 KV5776'
 KV5776'THE RINGOES CHURCH SPIRE IS VISIBLE FROM THE GROUND AND MAY STILL
 KV5776'SERVE AS AN AZIMUTH MARK.
 KV5776
 KV5776                          STATION RECOVERY (1980)
 KV5776
 KV5776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 KV5776'RECOVERED IN GOOD CONDITION.
 KV5776
 KV5776                          STATION RECOVERY (1989)
 KV5776
 KV5776'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV5776'THE STATION IS ON THE PROPERTY OF MR. DAN SULLIVAN, GULICH ROAD,
 KV5776'RINGOES, N.J. 08551, PHONE 609 397 3080.  IT IS LOCATED ABOUT 2.7 KM
 KV5776'(1.68 MI) SOUTH OF RINGOES, AND 1.0 KM (0.62 MI) WEST OF ROCKTOWN.
 KV5776'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 31 AND 179 AT
 KV5776'THE AMWELL VALLEY FIRE COMPANY IN RINGOES, GO 1.9 KM (1.18 MI) SOUTH
 KV5776'ON STATE ROUTE 31 TO A WYE ROAD RIGHT, ROCKTOWN ROAD.  BEAR RIGHT FOR
 KV5776'0.4 KM (0.25 MI) TO GULICH ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.8
 KV5776'KM (0.50 MI) WEST TO A SHARP CURVE RIGHT.  TURN LEFT INTO A GRAVEL
 KV5776'ROAD TOWARD THE NORTH FOR 0.32 KM (0.20 MI) TO A SHARP TURN RIGHT.
 KV5776'CONTINUE 0.32 KM (0.20 MI) WEST TO A LONG GRAY HOUSE AHEAD AND TWO
 KV5776'LOG HOUSES ON THE LEFT.  THE STATION IS LOCATED IN FRONT OF AND TO
 KV5776'THE NORTH OF THE HOUSE, 18.2 M (59.71 FT) NORTHEAST OF THE NORTHWEST
 KV5776'CORNER OF THE HOUSE, 17.7 M (58.07 FT) NORTHWEST OF THE NORTHEAST
 KV5776'CORNER OF THE HOUSE AND 15.0 M (49.21 FT) WEST SOUTHWEST OF A 0.85 M
 KV5776'(2.79 FT) DIAMETER TREE.  THE STATION IS FLUSH WITH THE GROUND.
 KV5776
 KV5776                          STATION RECOVERY (1990)
 KV5776
 KV5776'RECOVERED 1990
 KV5776'RECOVERED IN GOOD CONDITION.
 KV5776
 KV5776                          STATION RECOVERY (1993)
 KV5776
 KV5776'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV5776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5286 ***********************************************************************
 KV5286  DESIGNATION -  WING
 KV5286  PID         -  KV5286
 KV5286  STATE/COUNTY-  NJ/MONMOUTH
 KV5286  USGS QUAD   -  POINT PLEASANT (1989)
 KV5286
 KV5286                         *CURRENT SURVEY CONTROL
 KV5286  ___________________________________________________________________
 KV5286* NAD 83(1996)-  40 06 09.75988(N)    074 04 13.06601(W)     ADJUSTED  
 KV5286* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 KV5286  ___________________________________________________________________
 KV5286  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 KV5286  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KV5286
 KV5286  HORZ ORDER  -  THIRD
 KV5286
 KV5286.The horizontal coordinates were established by classical geodetic methods
 KV5286.and adjusted by the National Geodetic Survey in September 1999..
 KV5286
 KV5286.The orthometric height was scaled from a topographic map.
 KV5286
 KV5286.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5286
 KV5286.The geoid height was determined by GEOID03.
 KV5286
 KV5286;                    North         East     Units Scale Factor Converg.
 KV5286;SPC NJ       -   141,006.350   186,635.430   MT  0.99991652   +0 16 36.5
 KV5286;SPC NJ       -   462,618.33    612,319.74   sFT  0.99991652   +0 16 36.5
 KV5286;UTM  18      - 4,439,571.393   579,240.813   MT  0.99967730   +0 35 56.1
 KV5286
 KV5286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5286!SPC NJ       -   1.00000083  x   0.99991652  =   0.99991735
 KV5286!UTM  18      -   1.00000083  x   0.99967730  =   0.99967813
 KV5286
 KV5286                          SUPERSEDED SURVEY CONTROL
 KV5286
 KV5286  NAD 83(1986)-  40 06 09.75193(N)    074 04 13.05883(W) AD(       ) 3
 KV5286  NAD 27      -  40 06 09.33600(N)    074 04 14.56000(W) AD(       ) 3
 KV5286
 KV5286.Superseded values are not recommended for survey control.
 KV5286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5286.See file dsdata.txt to determine how the superseded data were derived.
 KV5286
 KV5286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7924139571(NAD 83)
 KV5286_MARKER: DS = TRIANGULATION STATION DISK
 KV5286_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 KV5286_SP_SET: CLAY TILE IN EARTH
 KV5286_STAMPING: WING 1934
 KV5286_MARK LOGO: CGS   
 KV5286_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV5286+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 KV5286
 KV5286  HISTORY     - Date     Condition        Report By
 KV5286  HISTORY     - 1934     MONUMENTED       CGS
 KV5286  HISTORY     - 1934     GOOD             CGS
 KV5286  HISTORY     - 1951     GOOD             CGS
 KV5286  HISTORY     - 1962     GOOD             CGS
 KV5286  HISTORY     - 1973     GOOD             NJGS
 KV5286  HISTORY     - 19910227 GOOD             NJGS
 KV5286
 KV5286                          STATION DESCRIPTION
 KV5286
 KV5286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ERM)
 KV5286'STATION IS LOCATED IN BRIELLE, 0.8 MILE W OF HIGHWAY 35 BRIDGE
 KV5286'OVER MANASQUAN RIVER, 0.2 MILE N OF RIVER DRIVE, ON PROPERTY
 KV5286'OF A MR. WING.  LOCATED 123.1 METERS N OF NE CORNER OF WING
 KV5286'RESIDENCE (UNOCCUPIED AT THIS TIME), 164.5 METERS NW OF TENNIS
 KV5286'COURT, 7.2 METERS SW OF CENTER LINE OF SAND ROAD LEADING THROUGH
 KV5286'WOODS AT REAR OF WING ESTATE, AND 55.1 METERS (MEASURED ALONG
 KV5286'THE CENTER LINE OF ROAD) IN FROM THE EDGE OF WOODS.
 KV5286'
 KV5286'STATION MARK IS A STANDARD BRONZE DISK SET IN TILE.
 KV5286'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD
 KV5286'BRONZE DISKS SET IN CONCRETE.
 KV5286'
 KV5286'REFERENCE MARK NO.1 IS SE OF THE STATION, 6.00 METERS SW OF
 KV5286'CENTER LINE OF THE ROAD IN DENSE WOODS.
 KV5286'
 KV5286'REFERENCE MARK NO.2 IS NE OF STATION ACROSS THE ROAD, IN THE
 KV5286'DENSE WOODS.
 KV5286'
 KV5286'REACHED FROM BRIELLE BY FOLLOWING RIVER DRIVE SW TO FIRST
 KV5286'ROAD LEADING NE BEYOND THE MANASQUAN GOLF AND COUNTRY CLUB (0.7
 KV5286'MILE FROM STATE HIGHWAY 35), TAKE THIS TO WING ESTATE AND
 KV5286'STATION.
 KV5286'
 KV5286'A 96-FOOT BANNER WAS ERECTED TO SHOW OVER THE TREES.
 KV5286
 KV5286                          STATION RECOVERY (1934)
 KV5286
 KV5286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KV5286'RECOVERED IN GOOD CONDITION.
 KV5286
 KV5286                          STATION RECOVERY (1951)
 KV5286
 KV5286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFB)
 KV5286'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 KV5286'CONDITION.  REFERENCE MARK 2 WAS FOUND LEANING TO THE W.  THE
 KV5286'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL
 KV5286'TAPE.  THE DISTANCE TO REFERENCE MARK 1 IS CORRECT.  THE DISTANCE
 KV5286'TO REFERENCE MARK 2 WAS FOUND TO BE 12.250 METERS.  THE PUBLISHED
 KV5286'DESCRIPTION IS ADEQUATE AND CORRECT WITH THE FOLLOWING
 KV5286'EXCEPTIONS--THE REFERENCE MARKS ARE STAMPED 1933.  THE ARROW
 KV5286'OF REFERENCE MARK 2 POINTS AWAY FROM THE STATION.
 KV5286'
 KV5286'A 4- BY 4-INCH WITNESS POST WAS SET 3.0 FEET S OF THE
 KV5286'STATION.  NO OTHER STATION WAS VISIBLE FROM THE GROUND.  THE
 KV5286'DIRECTIONS TO THE REFERENCE MARKS WERE NOT OBSERVED.
 KV5286
 KV5286                          STATION RECOVERY (1962)
 KV5286
 KV5286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KV5286'STATION AND RM 1 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED, RM
 KV5286'2 COULD NOT BE FOUND.  THE WING ESTATE HAS BEEN SUBDIVIDED AND
 KV5286'BUILT UP.
 KV5286'
 KV5286'STATION MARK IS ON THE PROPERTY OF HOUSE NUMBER 621, 2.9 FEET
 KV5286'SOUTH OF A SPLIT-RAIL FENCE, 6 FEET NORTH OF THE TOP STEP AT THE
 KV5286'STREET AND 1 FOOT NORTHWEST OF THE 3RD FLAGSTONE IN THE WALK.
 KV5286'
 KV5286'RM 1 IS IN FRONT OF HOUSE NUMBER 619, 48.4 FEET SOUTHWEST OF THE
 KV5286'HOUSE, 27 FEET NORTHWEST OF THE CENTER OF THE DRIVEWAY AND 17
 KV5286'FEET NORTHEAST OF THE CENTER OF THE HIGHWAY.
 KV5286'
 KV5286'TO REACH THE STATION FROM BRIELLE, GO SOUTHWEST ON RIVER DRIVE
 KV5286'TO THE FIRST ROAD ON THE RIGHT, LEADING NORTHWEST, PAST THE
 KV5286'MANASQUAN GOLF AND COUNTRY CLUB, TURN RIGHT AND GO 0.2 MILE TO THE
 KV5286'TOP OF THE FIRST GRADE AND THE STATION ON THE LEFT.
 KV5286
 KV5286                          STATION RECOVERY (1973)
 KV5286
 KV5286'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1973
 KV5286'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED NEAR
 KV5286'THE CREST OF A HILL AT THE SOUTHEAST CORNER OF THE PROPERTY OF
 KV5286'P.H. THOMPSON, 621 OCEANVIEW ROAD.
 KV5286
 KV5286                          STATION RECOVERY (1991)
 KV5286
 KV5286'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV5286'THE STATION WAS RECOVERED ON THIS DATE. NO MEASUREMENTS WERE TAKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2720 ***********************************************************************
 JU2720  DESIGNATION -  WIRELESS POLE
 JU2720  PID         -  JU2720
 JU2720  STATE/COUNTY-  NJ/OCEAN
 JU2720  USGS QUAD   -  TUCKERTON (1995)
 JU2720
 JU2720                         *CURRENT SURVEY CONTROL
 JU2720  ___________________________________________________________________
 JU2720* NAD 83(1996)-  39 33 31.10292(N)    074 22 14.89249(W)     ADJUSTED  
 JU2720* NAVD 88     -                                                        
 JU2720  ___________________________________________________________________
 JU2720  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 JU2720  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JU2720
 JU2720  HORZ ORDER  -  THIRD
 JU2720
 JU2720.The horizontal coordinates were established by classical geodetic methods
 JU2720.and adjusted by the National Geodetic Survey in September 1999..
 JU2720
 JU2720
 JU2720.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2720
 JU2720.The geoid height was determined by GEOID03.
 JU2720
 JU2720;                    North         East     Units Scale Factor Converg.
 JU2720;SPC NJ       -    80,522.872   161,102.183   MT  0.99990152   +0 04 56.2
 JU2720;SPC NJ       -   264,182.12    528,549.41   sFT  0.99990152   +0 04 56.2
 JU2720;UTM  18      - 4,378,961.432   554,052.418   MT  0.99963597   +0 24 02.6
 JU2720
 JU2720                          SUPERSEDED SURVEY CONTROL
 JU2720
 JU2720  NAD 83(1986)-  39 33 31.09662(N)    074 22 14.88644(W) AD(       ) 4
 JU2720  NAD 27      -  39 33 30.68900(N)    074 22 16.37500(W) AD(       ) 3
 JU2720
 JU2720.Superseded values are not recommended for survey control.
 JU2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2720.See file dsdata.txt to determine how the superseded data were derived.
 JU2720
 JU2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ5405278961(NAD 83)
 JU2720_MARKER: 61 = POLE
 JU2720
 JU2720  HISTORY     - Date     Condition        Report By
 JU2720  HISTORY     - 1924     FIRST OBSERVED   CGS
 JU2720
 JU2720                          STATION DESCRIPTION
 JU2720
 JU2720'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB8757 ***********************************************************************
 AB8757  DESIGNATION -  WISE
 AB8757  PID         -  AB8757
 AB8757  STATE/COUNTY-  NJ/BURLINGTON
 AB8757  USGS QUAD   -  MOORESTOWN (1995)
 AB8757
 AB8757                         *CURRENT SURVEY CONTROL
 AB8757  ___________________________________________________________________
 AB8757* NAD 83(CORS)-  39 56 11.04375(N)    074 56 58.71355(W)     ADJUSTED  
 AB8757* NAVD 88     -        12.8    (meters)      42.     (feet)  GPS OBS   
 AB8757  ___________________________________________________________________
 AB8757  EPOCH DATE  -        2002.00
 AB8757  X           -   1,271,653.001 (meters)                     COMP
 AB8757  Y           -  -4,729,243.530 (meters)                     COMP
 AB8757  Z           -   4,072,560.653 (meters)                     COMP
 AB8757  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 AB8757  ELLIP HEIGHT-         -20.04  (meters)          (02/??/02) GPS OBS
 AB8757  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 AB8757
 AB8757  HORZ ORDER  -  A
 AB8757  ELLP ORDER  -  FOURTH    CLASS I
 AB8757
 AB8757.ITRF positions are available for this station.
 AB8757.The horizontal coordinates were established by GPS observations
 AB8757.and adjusted by the National Geodetic Survey in February 2002..
 AB8757.The horizontal coordinates are valid at the epoch date displayed above.
 AB8757.The epoch date for horizontal control is a decimal equivalence
 AB8757.of Year/Month/Day.
 AB8757
 AB8757.The orthometric height was determined by GPS observations and a
 AB8757.high-resolution geoid model.
 AB8757
 AB8757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8757
 AB8757.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8757
 AB8757.The ellipsoidal height was determined by GPS observations
 AB8757.and is referenced to NAD 83.
 AB8757
 AB8757.The geoid height was determined by GEOID03.
 AB8757
 AB8757;                    North         East     Units Scale Factor Converg.
 AB8757;SPC NJ       -   122,550.264   111,571.454   MT  0.99991817   -0 17 19.1
 AB8757;SPC NJ       -   402,066.99    366,047.35   sFT  0.99991817   -0 17 19.1
 AB8757;UTM  18      - 4,420,699.609   504,302.473   MT  0.99960023   +0 01 56.4
 AB8757
 AB8757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8757!SPC NJ       -   1.00000314  x   0.99991817  =   0.99992131
 AB8757!UTM  18      -   1.00000314  x   0.99960023  =   0.99960337
 AB8757
 AB8757                          SUPERSEDED SURVEY CONTROL
 AB8757
 AB8757  ELLIP H (02/??/02)  -20.02   (m)                       GP(2002.00) 4 1
 AB8757  NAD 83(1996)-  39 56 11.04389(N)    074 56 58.71347(W) AD(       ) A
 AB8757  ELLIP H (10/30/01)  -20.00   (m)                       GP(       ) 1 1
 AB8757  NAD 83(1996)-  39 56 11.04345(N)    074 56 58.71289(W) AD(       ) 1
 AB8757  ELLIP H (05/14/99)  -19.98   (m)                       GP(       ) 4 1
 AB8757  NAD 83(1992)-  39 56 11.04285(N)    074 56 58.71289(W) AD(       ) 1
 AB8757  ELLIP H (12/16/96)  -20.01   (m)                       GP(       ) 2 1
 AB8757
 AB8757.Superseded values are not recommended for survey control.
 AB8757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8757.See file dsdata.txt to determine how the superseded data were derived.
 AB8757
 AB8757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0430220700(NAD 83)
 AB8757_MARKER: B = BOLT
 AB8757_SETTING: 0 = UNSPECIFIED SETTING
 AB8757_STAMPING: UNKNOWN
 AB8757_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB8757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8757+STABILITY: SURFACE MOTION
 AB8757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8757+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2000
 AB8757
 AB8757  HISTORY     - Date     Condition        Report By
 AB8757  HISTORY     - 1994     MONUMENTED       TWT
 AB8757  HISTORY     - 20001122 GOOD             TWT
 AB8757
 AB8757                          STATION DESCRIPTION
 AB8757
 AB8757'DESCRIBED BY TWT CONS ENG 1994 (MFB)
 AB8757'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'WISE'
 AB8757'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 AB8757'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AB8757'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AB8757'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AB8757'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 AB8757'
 AB8757' 
 AB8757'MEDFORD, NEW JERSEY IN THE TOWN OF MOUNT LAUREL, MOUNT LAUREL TOWNSHIP
 AB8757'ON THE EAST SIDE OF BUILDING NUMBER 124 GAITHER DRIVE AT TAYLOR
 AB8757'WISEMAN AND TAYLOR, SUITE 150, MOUNT LAUREL, NEW JERSEY 08054.  BEFORE
 AB8757'OCCUPYING THE STATION CONTACT MIKE BURNS, PHONE (609) 235-7200.  A
 AB8757'LADDER IS NEEDED TO ACCESS THE STATION.  TO REACH THE STATION FROM THE
 AB8757'INTERSECTION OF INTERSTATE HIGHWAY 295 AND STATE HIGHWAY ROUTE 73, GO
 AB8757'SOUTH ON STATE HIGHWAY ROUTE 73 TO THE INTERSECTION WITH FELLOWSHIP
 AB8757'ROAD.  TAKE THE JUGHANDLE FOR FELLOWSHIP ROAD NORTH, CROSSING OVER
 AB8757'STATE HIGHWAY ROUTE 73 AND GO 0.5 MI (0.8 KM) TO GAITHER DRIVE ON THE
 AB8757'RIGHT.  TAKE A RIGHT (SOUTHEAST) ONTO GAITHER DRIVE AND FOLLOW FOR 0.5
 AB8757'MI (0.8 KM) TO THE ENTRANCE ROAD FOR BUILDING 124 GAITHER DRIVE.  TAKE
 AB8757'A RIGHT (SOUTH) AND FOLLOW THE ENTRANCE ROAD TO THE END OF THE
 AB8757'BUILDING AND A T INTERSECTION IN THE PARKING LOT.  TAKE A LEFT
 AB8757'(SOUTHEAST) AND FOLLOW THE ROAD AROUND TO THE REAR ENTRANCE FOR TAYLOR
 AB8757'WISEMAN AND TAYLOR AND THE STATION ON THE EASTERLY SIDE OF THE
 AB8757'BUILDING.  THE STATION IS A 8 INCH X 8 INCH X 1/2 INCH STEEL PLATE
 AB8757'WITH A 5/8 INCH - 11 BOLT ATTACHED TO AN ANGLE IRON PROJECTING FROM
 AB8757'THE BUILDING AT A LEVEL EVEN WITH THE ROOF.
 AB8757
 AB8757                          STATION RECOVERY (2000)
 AB8757
 AB8757'RECOVERY NOTE BY TWT CONS ENG 2000 (JTS)
 AB8757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5809 ***********************************************************************
 KV5809  DESIGNATION -  WJZ EAST RADIO MAST
 KV5809  PID         -  KV5809
 KV5809  STATE/COUNTY-  NJ/MIDDLESEX
 KV5809  USGS QUAD   -  BOUND BROOK (1995)
 KV5809
 KV5809                         *CURRENT SURVEY CONTROL
 KV5809  ___________________________________________________________________
 KV5809* NAD 83(1996)-  40 33 09.06228(N)    074 30 33.09813(W)     ADJUSTED  
 KV5809* NAVD 88     -                                                        
 KV5809  ___________________________________________________________________
 KV5809  LAPLACE CORR-           4.89  (seconds)                    DEFLEC99
 KV5809  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KV5809
 KV5809  HORZ ORDER  -  THIRD
 KV5809
 KV5809.The horizontal coordinates were established by classical geodetic methods
 KV5809.and adjusted by the National Geodetic Survey in September 1999..
 KV5809
 KV5809
 KV5809.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5809
 KV5809.The geoid height was determined by GEOID03.
 KV5809
 KV5809;                    North         East     Units Scale Factor Converg.
 KV5809;SPC NJ       -   190,859.806   149,221.337   MT  0.99990001   -0 00 21.5
 KV5809;SPC NJ       -   626,179.21    489,570.34   sFT  0.99990001   -0 00 21.5
 KV5809;UTM  18      - 4,489,199.888   541,555.523   MT  0.99962126   +0 19 08.8
 KV5809
 KV5809                          SUPERSEDED SURVEY CONTROL
 KV5809
 KV5809  NAD 83(1986)-  40 33 09.06372(N)    074 30 33.10066(W) AD(       ) 4
 KV5809  NAD 27      -  40 33 08.69200(N)    074 30 34.54500(W) AD(       ) 3
 KV5809
 KV5809.Superseded values are not recommended for survey control.
 KV5809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5809.See file dsdata.txt to determine how the superseded data were derived.
 KV5809
 KV5809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4155689200(NAD 83)
 KV5809_MARKER: 42 = RADIO/TV MAST
 KV5809
 KV5809  HISTORY     - Date     Condition        Report By
 KV5809  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5809  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV5809
 KV5809                          STATION DESCRIPTION
 KV5809
 KV5809'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5809'STATION IS 2 MILES E OF BOUND BROOK ON HIGHWAY S-28.  TURN LEFT
 KV5809'(N) ON CONCRETE ROAD AT SIGN WJZ ABOUT 1/4 MILE.  TOWERS ARE
 KV5809'ABOUT 400 FEET APART AND ABOUT 225 FEET HIGH.  ROLLED ANGLE IRON
 KV5809'GALVANIZED CONSTRUCTION.  STATION BUILDING IS ONLY STRUCTURE IN
 KV5809'NEAR VICINITY, A SINGLE-STORY STUCCO, SLATE ROOF BUILDING AND
 KV5809'ABOUT 100 FEET S OF W TOWER.
 KV5809'
 KV5809'AVOID CONFUSION OF THESE MASTS WITH THE ZAHRAPETH STATION ABOUT
 KV5809'2 MILES SW.  ZAHRAPETH MASTS ARE SHORTER.
 KV5809
 KV5809                          STATION RECOVERY (1984)
 KV5809
 KV5809'RECOVERY NOTE BY US POWER SQUADRON 1984 (GBR)
 KV5809'MAST NOT RECOVERED.
 KV5809'
 KV5809'THE STATION SITE WAS REACHED FOLLOWING CONTROL DATA DIRECTIONS.
 KV5809'IT SHOULD BE NOTED THAT HWY. S-28 IS NOW STATE HWY 18.  THE SITE
 KV5809'REACHED CHECKED WITH ITS POSITION AS PLOTTED ON A ROAD MAP USING
 KV5809'THE STATION COORDINATES.  WJZ WAS NOT FOUND NOR WAS THERE ANY
 KV5809'MAST AS PREVIOUSLY DESCRIBED.
 KV5809'
 KV5809'FROM INFORMATION FURNISHED BY WILLIAM B. MERRELL, A RETIRED NBC
 KV5809'RADIO ENGINEER, IT WAS LEARNED THAT WJZ HAD LEFT THE SITE IN THE
 KV5809'MID 1940S WHEN IT SEPARATED FROM NBC.  BY 1948 NO MAST MEETING THE
 KV5809'STATION DESCRIPTION WAS ON THE SITE.
 KV5809'
 KV5809'IT IS RECOMMENDED THAT STATION 1057 BE RECOGNIZED AS HAVING
 KV5809'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5808 ***********************************************************************
 KV5808  DESIGNATION -  WJZ WEST RADIO MAST
 KV5808  PID         -  KV5808
 KV5808  STATE/COUNTY-  NJ/MIDDLESEX
 KV5808  USGS QUAD   -  BOUND BROOK (1995)
 KV5808
 KV5808                         *CURRENT SURVEY CONTROL
 KV5808  ___________________________________________________________________
 KV5808* NAD 83(1996)-  40 33 13.57207(N)    074 30 40.77882(W)     ADJUSTED  
 KV5808* NAVD 88     -                                                        
 KV5808  ___________________________________________________________________
 KV5808  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 KV5808  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KV5808
 KV5808  HORZ ORDER  -  THIRD
 KV5808
 KV5808.The horizontal coordinates were established by classical geodetic methods
 KV5808.and adjusted by the National Geodetic Survey in September 1999..
 KV5808
 KV5808
 KV5808.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5808
 KV5808.The geoid height was determined by GEOID03.
 KV5808
 KV5808;                    North         East     Units Scale Factor Converg.
 KV5808;SPC NJ       -   190,998.921   149,040.660   MT  0.99990001   -0 00 26.5
 KV5808;SPC NJ       -   626,635.63    488,977.57   sFT  0.99990001   -0 00 26.5
 KV5808;UTM  18      - 4,489,337.938   541,374.110   MT  0.99962107   +0 19 03.8
 KV5808
 KV5808                          SUPERSEDED SURVEY CONTROL
 KV5808
 KV5808  NAD 83(1986)-  40 33 13.57331(N)    074 30 40.78147(W) AD(       ) 4
 KV5808  NAD 27      -  40 33 13.20600(N)    074 30 42.22300(W) AD(       ) 3
 KV5808
 KV5808.Superseded values are not recommended for survey control.
 KV5808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5808.See file dsdata.txt to determine how the superseded data were derived.
 KV5808
 KV5808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4137489338(NAD 83)
 KV5808_MARKER: 42 = RADIO/TV MAST
 KV5808
 KV5808  HISTORY     - Date     Condition        Report By
 KV5808  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5808  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV5808
 KV5808                          STATION DESCRIPTION
 KV5808
 KV5808'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5808'STATION IS 2 MILES E OF BOUND BROOK ON HIGHWAY S-28.  TURN LEFT
 KV5808'(N) ON CONCRETE ROAD AT SIGN WJZ ABOUT 1/4 MILE.  TOWERS ARE
 KV5808'ABOUT 400 FEET APART AND ABOUT 225 FEET HIGH.  ROLLED ANGLE IRON
 KV5808'GALVANIZED CONSTRUCTION.  STATION BUILDING IS ONLY STRUCTURE IN
 KV5808'NEAR VICINITY, A SINGLE-STORY STUCCO, SLATE ROOF BUILDING AND
 KV5808'ABOUT 100 FEET S OF W TOWER.
 KV5808'
 KV5808'AVOID CONFUSION OF THESE MASTS WITH THE ZAHRAPETH STATION ABOUT
 KV5808'2 MILES SW.  ZAHRAPETH MASTS ARE SHORTER.
 KV5808
 KV5808                          STATION RECOVERY (1984)
 KV5808
 KV5808'RECOVERY NOTE BY US POWER SQUADRON 1984 (GBR)
 KV5808'MAST NOT RECOVERED.
 KV5808'
 KV5808'THE STATION SITE WAS REACHED FOLLOWING CONTROL DATA DIRECTIONS.
 KV5808'IT SHOULD BE NOTED THAT HWY. S-28 IS NOW STATE HWY 18.  THE SITE
 KV5808'REACHED CHECKED WITH ITS POSITION AS PLOTTED ON A ROAD MAP USING
 KV5808'THE STATION COORDINATES.  WJZ WAS NOT FOUND NOR WAS THERE ANY MAST
 KV5808'AS PREVIOUSLY DESCRIBED.
 KV5808'
 KV5808'ACCORDING TO WILLIAM B. MERRELL, A RETIRED NBC RADIO ENGINEER, WJZ
 KV5808'HAD LEFT THE SITE DURING THE MID 1940S WHEN IT SEPARATED FROM NBC.
 KV5808'BY 1948 NO RADIO MAST MEETING THE STATION DESCRIPTION WAS ON THE
 KV5808'SITE.
 KV5808'
 KV5808'IT IS RECOMMENDED THAT STATION 1058 BE RECOGNIZED AS HAVING BEEN
 KV5808'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4117 ***********************************************************************
 KV4117  DESIGNATION -  WLWL 1932
 KV4117  PID         -  KV4117
 KV4117  STATE/COUNTY-  NJ/HUDSON
 KV4117  USGS QUAD   -  WEEHAWKEN (1995)
 KV4117
 KV4117                         *CURRENT SURVEY CONTROL
 KV4117  ___________________________________________________________________
 KV4117* NAD 83(1996)-  40 45 26.98585(N)    074 06 40.78559(W)     ADJUSTED  
 KV4117* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV4117  ___________________________________________________________________
 KV4117  LAPLACE CORR-           6.50  (seconds)                    DEFLEC99
 KV4117  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KV4117
 KV4117  HORZ ORDER  -  SECOND
 KV4117
 KV4117.The horizontal coordinates were established by classical geodetic methods
 KV4117.and adjusted by the National Geodetic Survey in September 1999..
 KV4117
 KV4117.The orthometric height was scaled from a topographic map.
 KV4117
 KV4117.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4117
 KV4117.The geoid height was determined by GEOID03.
 KV4117
 KV4117;                    North         East     Units Scale Factor Converg.
 KV4117;SPC NJ       -   213,692.486   182,817.194   MT  0.99991325   +0 15 13.5
 KV4117;SPC NJ       -   701,089.43    599,792.74   sFT  0.99991325   +0 15 13.5
 KV4117;SPC NY L     -    65,615.204   290,599.078   MT  0.99999620   -0 04 22.1
 KV4117;SPC NY L     -   215,272.55    953,407.14   sFT  0.99999620   -0 04 22.1
 KV4117;UTM  18      - 4,512,217.196   575,012.271   MT  0.99966926   +0 34 48.7
 KV4117
 KV4117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4117!SPC NJ       -   1.00000478  x   0.99991325  =   0.99991803
 KV4117!SPC NY L     -   1.00000478  x   0.99999620  =   1.00000098
 KV4117!UTM  18      -   1.00000478  x   0.99966926  =   0.99967403
 KV4117
 KV4117:                Primary Azimuth Mark                     Grid Az
 KV4117:SPC NJ       -  JERSEY CITY GAS ELEC W CHIMNEY           111 29 21.0
 KV4117:SPC NY L     -  JERSEY CITY GAS ELEC W CHIMNEY           111 48 56.6
 KV4117:UTM  18      -  JERSEY CITY GAS ELEC W CHIMNEY           111 09 45.8
 KV4117
 KV4117|---------------------------------------------------------------------|
 KV4117| PID    Reference Object                     Distance      Geod. Az  |
 KV4117|                                                           dddmmss.s |
 KV4117| KV4251 JERSEY CITY GAS ELEC W CHIMNEY      APPROX. 3.4 KM 1114434.5 |
 KV4117| KV4278 JERSEY CITY GAS ELEC E CHIMNEY      APPROX. 3.6 KM 1120749.6 |
 KV4117| KV4127 KEARNY MARTIN DENNIS CHEM CHIM      APPROX. 1.3 KM 1215445.4 |
 KV4117| KV4128 KEARNY MARTIN DENNIS CHEM TANK      APPROX. 1.3 KM 1222017.6 |
 KV4117| KV4252 KEARNY EMARK CHIMNEY                APPROX. 1.4 KM 1334721.7 |
 KV4117| KV4286 KEARNY PRR MEADOW SHOPS CHIM        APPROX. 1.8 KM 1452000.2 |
 KV4117|---------------------------------------------------------------------|
 KV4117
 KV4117                          SUPERSEDED SURVEY CONTROL
 KV4117
 KV4117  NAD 83(1996)-  40 45 26.98572(N)    074 06 40.78577(W) AD(       ) 2
 KV4117  NAD 83(1996)-  40 45 26.98435(N)    074 06 40.78767(W) AD(       ) 2
 KV4117  NAD 83(1992)-  40 45 26.98355(N)    074 06 40.78834(W) AD(       ) 2
 KV4117  NAD 83(1986)-  40 45 26.98583(N)    074 06 40.78994(W) AD(       ) 2
 KV4117  NAD 27      -  40 45 26.62300(N)    074 06 42.27400(W) AD(       ) 2
 KV4117
 KV4117.Superseded values are not recommended for survey control.
 KV4117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4117.See file dsdata.txt to determine how the superseded data were derived.
 KV4117
 KV4117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL7501212217(NAD 83)
 KV4117_MARKER: DS = TRIANGULATION STATION DISK
 KV4117_SETTING: 0 = UNSPECIFIED SETTING
 KV4117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4117
 KV4117  HISTORY     - Date     Condition        Report By
 KV4117  HISTORY     - 1932     MONUMENTED       CGS
 KV4117  HISTORY     - 1933     GOOD             CGS
 KV4117  HISTORY     - 1940     GOOD             NJGS
 KV4117
 KV4117                          STATION DESCRIPTION
 KV4117
 KV4117'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4117'THIS STATION IS W OF THE HACKENSACK RIVER, ON THE MEADOWS ON THE
 KV4117'E SIDE OF BELLEVILLE TURNPIKE JUST S OF THE ERIE RAILROAD
 KV4117'TRACKS.  IT IS ATOP THE WLWL RADIO BROADCASTING STATION BUILDING
 KV4117'(A SMALL 1-STORY, RED BRICK, FLAT-ROOFED STRUCTURE) NEAR THE
 KV4117'SW CORNER OF THE ROOF.
 KV4117'
 KV4117'STATION IS MARKED BY A STANDARD C. AND G.S. BRONZE STATION DISK
 KV4117'STAMPED WLWL-1932 SET IN THE TOP OF A DOME-SHAPED CONCRETE
 KV4117'MONUMENT (SECURED TO THE WOODEN ROOF BY LAG-SCREWS).
 KV4117'
 KV4117'NO REFERENCE MARKS WERE PLACED.  REFERENCE MEASUREMENTS WERE
 KV4117'TAKEN AS FOLLOWS--
 KV4117'
 KV4117'TO INSIDE S CORNER OF COPING WALL 1.665 METERS.
 KV4117'
 KV4117'NORMAL TO SW SIDE OF COPING WALL (INSIDE) 1.186 METERS.
 KV4117'
 KV4117'NORMAL TO SE SIDE OF COPING WALL (INSIDE) 1.175 METERS.
 KV4117'
 KV4117'ALL MEASUREMENTS TAKEN AT HEIGHT OF MONUMENT.
 KV4117'
 KV4117'THERE IS AMPLE ROOM AND FAIR FOOTING FOR CENTRAL TRIPOD
 KV4117'SETUPS.  LEAD-BLOCK FOOTINGS ARE RECOMMENDED TO PROHIBIT
 KV4117'LEG-SLIP ON THE TAR AND GRAVEL ROOFING.  THE UNSTABLE WOODEN
 KV4117'ROOF NECESSITATES AN OBSERVERS PLATFORM.
 KV4117'
 KV4117'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 METERS.
 KV4117
 KV4117                          STATION RECOVERY (1933)
 KV4117
 KV4117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RWW)
 KV4117'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED, WITH THE
 KV4117'FOLLOWING ADDITIONS--TWO MORE REFERENCE MEASUREMENTS WERE
 KV4117'TAKEN AS FOLLOWS--
 KV4117'
 KV4117'TO CENTER OF VENT PIPE IN SE CORNER 1.423 METERS.
 KV4117'
 KV4117'TO NEAREST CORNER OF BRICK CHIMNEY TO E 9.30 METERS.
 KV4117
 KV4117                          STATION RECOVERY (1940)
 KV4117
 KV4117'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1940
 KV4117'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION SHOULD BE
 KV4117'CHANGED IN TWO PLACES AS FOLLOWS--
 KV4117'
 KV4117'BUILDING IS OF BRICK PAINTED WHITE.
 KV4117'
 KV4117'VENT PIPE IS IN SW CORNER OF BUILDING INSTEAD OF SE.
 KV4117'
 KV4117'ALL TIES HAVE BEEN CHECKED AND FOUND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4049 ***********************************************************************
 KV4049  DESIGNATION -  WOOD
 KV4049  PID         -  KV4049
 KV4049  STATE/COUNTY-  NJ/BERGEN
 KV4049  USGS QUAD   -  WEEHAWKEN (1995)
 KV4049
 KV4049                         *CURRENT SURVEY CONTROL
 KV4049  ___________________________________________________________________
 KV4049* NAD 83(1996)-  40 48 29.01330(N)    074 03 01.47557(W)     ADJUSTED  
 KV4049* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV4049  ___________________________________________________________________
 KV4049  LAPLACE CORR-           7.19  (seconds)                    DEFLEC99
 KV4049  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 KV4049
 KV4049  HORZ ORDER  -  SECOND
 KV4049
 KV4049.The horizontal coordinates were established by classical geodetic methods
 KV4049.and adjusted by the National Geodetic Survey in September 1999..
 KV4049
 KV4049.The orthometric height was scaled from a topographic map.
 KV4049
 KV4049.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4049
 KV4049.The geoid height was determined by GEOID03.
 KV4049
 KV4049;                    North         East     Units Scale Factor Converg.
 KV4049;SPC NJ       -   219,331.543   187,932.132   MT  0.99991770   +0 17 37.8
 KV4049;SPC NJ       -   719,590.24    616,574.00   sFT  0.99991770   +0 17 37.8
 KV4049;SPC NY L     -    71,225.456   295,746.496   MT  0.99999517   -0 01 58.7
 KV4049;SPC NY L     -   233,678.85    970,294.96   sFT  0.99999517   -0 01 58.7
 KV4049;UTM  18      - 4,517,883.951   580,093.752   MT  0.99967896   +0 37 14.2
 KV4049
 KV4049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4049!SPC NJ       -   1.00000490  x   0.99991770  =   0.99992260
 KV4049!SPC NY L     -   1.00000490  x   0.99999517  =   1.00000007
 KV4049!UTM  18      -   1.00000490  x   0.99967896  =   0.99968386
 KV4049
 KV4049:                Primary Azimuth Mark                     Grid Az
 KV4049:SPC NJ       -  ROUND                                    083 23 43.2
 KV4049:SPC NY L     -  ROUND                                    083 43 19.7
 KV4049:UTM  18      -  ROUND                                    083 04 06.8
 KV4049
 KV4049|---------------------------------------------------------------------|
 KV4049| PID    Reference Object                     Distance      Geod. Az  |
 KV4049|                                                           dddmmss.s |
 KV4049| KV4058 ROUND                               APPROX. 1.2 KM 0834121.0 |
 KV4049| CB6553 WOOD RM 1                                          08741     |
 KV4049| KV4069 NORTH BERGEN NYC RR SHOPS CHIM      APPROX. 2.5 KM 1142938.1 |
 KV4049| KV4041 BLUFF                               363.443 METERS 17435     |
 KV4049| CB6554 WOOD RM 2                                          32009     |
 KV4049|---------------------------------------------------------------------|
 KV4049
 KV4049                          SUPERSEDED SURVEY CONTROL
 KV4049
 KV4049  NAD 83(1996)-  40 48 29.01319(N)    074 03 01.47566(W) AD(       ) 2
 KV4049  NAD 83(1996)-  40 48 29.01209(N)    074 03 01.47706(W) AD(       ) 2
 KV4049  NAD 83(1992)-  40 48 29.01119(N)    074 03 01.47793(W) AD(       ) 2
 KV4049  NAD 83(1986)-  40 48 29.01531(N)    074 03 01.47453(W) AD(       ) 2
 KV4049  NAD 27      -  40 48 28.65300(N)    074 03 02.97000(W) AD(       ) 2
 KV4049
 KV4049.Superseded values are not recommended for survey control.
 KV4049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4049.See file dsdata.txt to determine how the superseded data were derived.
 KV4049
 KV4049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8009417884(NAD 83)
 KV4049_MARKER: DS = TRIANGULATION STATION DISK
 KV4049_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV4049_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KV4049
 KV4049  HISTORY     - Date     Condition        Report By
 KV4049  HISTORY     - 1914     MONUMENTED       CGS
 KV4049  HISTORY     - 1932     POOR             CGS
 KV4049  HISTORY     - 1934     MARK NOT FOUND   CGS
 KV4049
 KV4049                          STATION DESCRIPTION
 KV4049
 KV4049'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (SF)
 KV4049'STATION IS ON THE N SIDE OF THAT PART OF HACKENSACK RIVER WHICH
 KV4049'IS KNOWN AS GARRETTS REACH, 9/16 MILE ABOVE THE HUDSON AND
 KV4049'BERGEN COUNTY BRIDGE, ABOUT 15 METERS E OF MOUTH OF MOONACHIE
 KV4049'CREEK, AND 30 METERS FROM THE RIVER SHORE.
 KV4049'
 KV4049'THE STATION IS MARKED BY A STANDARD BRASS DISK CEMENTED IN THE
 KV4049'TOP OF A 4-INCH TILE PIPE AND SUNK TO GROUND LEVEL.  A BURIED
 KV4049'BOTTLE SET IN CEMENT SERVES AS SUBSURFACE MARK.
 KV4049'
 KV4049'TWO REFERENCE MARKS, EACH A COPPER NAIL IN CEMENT CONTAINED IN
 KV4049'A 3-INCH TILE PIPE AND PROJECTING 2 INCHES ABOVE THE GROUND ARE
 KV4049'PLACED RESPECTIVELY 33.29 FEET S 81 DEG E AND 35.48 FEET N 29 DEG
 KV4049'E FROM THE STATION.
 KV4049
 KV4049                          STATION RECOVERY (1932)
 KV4049
 KV4049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RWW)
 KV4049'STATION MARK AND ONE REFERENCE MARK RECOVERED IN POOR CONDITION
 KV4049'FROM ORIGINAL DESCRIPTION.  AN ADEQUATE SEARCH FAILED TO LOCATE
 KV4049'THE OTHER ORIGINAL REFERENCE MARK.
 KV4049'
 KV4049'A COMPLETE DESCRIPTION FOLLOWS--
 KV4049'
 KV4049'THIS STATION IS ON THE N BANK OF THE HACKENSACK RIVER JUST E OF
 KV4049'THE JUNCTURE WITH MOONACHIE CREEK, IN CARLSTADT APPROXIMATELY
 KV4049'1/2 MILE E OF PATERSON PLANK ROAD.  IT IS LOCATED IN THE MUD
 KV4049'BETWEEN MOONACHIE CREEK AND A SOD DYKE, JUST W OF REFERENCE MARK
 KV4049'NO.2 OF STATION MOO AND IN A NORTHWESTERLY DIRECTION FROM THIS
 KV4049'STATION.
 KV4049'
 KV4049'STATION IS MARKED BY AN UNSTAMPED STANDARD C. AND G.S. BRONZE
 KV4049'DISK SET IN A CONCRETE-FILLED 4-INCH TILE PIPE WHICH PROJECTS
 KV4049'SLIGHTLY ABOVE THE MARSH.
 KV4049'
 KV4049'REFERENCE MARK NO.1, A COPPER NAIL EMBEDDED IN THE TOP OF A
 KV4049'CONCRETE-FILLED 3-INCH TILE IS LOCATED SE OF THE STATION.  THIS
 KV4049'STATION WAS LOCATED AS AN ECCENTRIC OF STATION MOO.
 KV4049'
 KV4049'DUE TO THE UNSTABLE MARSHY GROUND INSTRUMENT STAKES AND AN
 KV4049'OBSERVERS PLATFORM WOULD BE NECESSARY FOR OCCUPANCY OF THIS STATION.
 KV4049
 KV4049                          STATION RECOVERY (1934)
 KV4049
 KV4049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RCB)
 KV4049'STATION NOT FOUND AFTER AN ADEQUATE SEARCH.  IT IS, HOWEVER,
 KV4049'PROBABLY STILL INTACT BUT BURIED IN THE MARSH MUD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU4045 ***********************************************************************
 KU4045  DESIGNATION -  WOOD
 KU4045  PID         -  KU4045
 KU4045  STATE/COUNTY-  NJ/BERGEN
 KU4045  USGS QUAD   -  YONKERS (1979)
 KU4045
 KU4045                         *CURRENT SURVEY CONTROL
 KU4045  ___________________________________________________________________
 KU4045* NAD 83(1996)-  40 54 07.33512(N)    073 56 02.63566(W)     ADJUSTED  
 KU4045* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 KU4045  ___________________________________________________________________
 KU4045  LAPLACE CORR-           6.01  (seconds)                    DEFLEC99
 KU4045  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 KU4045
 KU4045  HORZ ORDER  -  THIRD
 KU4045
 KU4045.The horizontal coordinates were established by classical geodetic methods
 KU4045.and adjusted by the National Geodetic Survey in September 1999..
 KU4045
 KU4045.The orthometric height was scaled from a topographic map.
 KU4045
 KU4045.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU4045
 KU4045.The geoid height was determined by GEOID03.
 KU4045
 KU4045;                    North         East     Units Scale Factor Converg.
 KU4045;SPC NJ       -   229,823.819   197,680.779   MT  0.99992797   +0 22 14.0
 KU4045;SPC NJ       -   754,013.65    648,557.69   sFT  0.99992797   +0 22 14.0
 KU4045;SPC NY L     -    81,662.663   305,555.593   MT  0.99999531   +0 02 35.3
 KU4045;SPC NY L     -   267,921.59  1,002,476.97   sFT  0.99999531   +0 02 35.3
 KU4045;UTM  18      - 4,528,429.246   589,780.075   MT  0.99969921   +0 41 52.7
 KU4045
 KU4045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU4045!SPC NJ       -   1.00000263  x   0.99992797  =   0.99993060
 KU4045!SPC NY L     -   1.00000263  x   0.99999531  =   0.99999794
 KU4045!UTM  18      -   1.00000263  x   0.99969921  =   0.99970184
 KU4045
 KU4045:                Primary Azimuth Mark                     Grid Az
 KU4045:SPC NJ       -  ST VINCENT CHURCH STEEPLE                058 11 19.3
 KU4045:SPC NY L     -  ST VINCENT CHURCH STEEPLE                058 30 58.0
 KU4045:UTM  18      -  ST VINCENT CHURCH STEEPLE                057 51 40.6
 KU4045
 KU4045|---------------------------------------------------------------------|
 KU4045| PID    Reference Object                     Distance      Geod. Az  |
 KU4045|                                                           dddmmss.s |
 KU4045| KU4095 ST VINCENT CHURCH STEEPLE           APPROX. 2.5 KM 0583333.3 |
 KU4045| CB7574 WOOD RM 2                            36.085 METERS 19153     |
 KU4045| CB7573 WOOD RM 1                             7.790 METERS 28244     |
 KU4045|---------------------------------------------------------------------|
 KU4045
 KU4045                          SUPERSEDED SURVEY CONTROL
 KU4045
 KU4045  NAD 83(1996)-  40 54 07.33512(N)    073 56 02.63565(W) AD(       ) 3
 KU4045  NAD 83(1996)-  40 54 07.33539(N)    073 56 02.63659(W) AD(       ) 3
 KU4045  NAD 83(1992)-  40 54 07.33349(N)    073 56 02.63753(W) AD(       ) 3
 KU4045  NAD 83(1986)-  40 54 07.33859(N)    073 56 02.63367(W) AD(       ) 3
 KU4045  NAD 27      -  40 54 06.97700(N)    073 56 04.14600(W) AD(       ) 3
 KU4045
 KU4045.Superseded values are not recommended for survey control.
 KU4045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU4045.See file dsdata.txt to determine how the superseded data were derived.
 KU4045
 KU4045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL8978028429(NAD 83)
 KU4045_MARKER: DS = TRIANGULATION STATION DISK
 KU4045_SETTING: 66 = SET IN ROCK OUTCROP
 KU4045
 KU4045  HISTORY     - Date     Condition        Report By
 KU4045  HISTORY     - 1930     MONUMENTED       CGS
 KU4045  HISTORY     - 20060926 POOR             GEOCAC
 KU4045
 KU4045                          STATION DESCRIPTION
 KU4045
 KU4045'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (CAE)
 KU4045'ON THE W SIDE OF THE HUDSON RIVER, 260 METERS S OF POWDER PIER, ON
 KU4045'THE SLOPING FACE OF A ROCK OUT-CROP, IN A SMALL INDENTATION IN
 KU4045'BEACH.  STATION IS 4.4 METERS W OF A PATH PARALLELING THE BEACH
 KU4045'AND 100 METERS N OF A WATER SPRING ON BEACH.
 KU4045'
 KU4045'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN A
 KU4045'DRILL HOLE IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2
 KU4045'REFERENCE MARK NO.2 IS ON THE LARGEST BOULDER IN THE VICINITY ON
 KU4045'THE WATER LINE.
 KU4045
 KU4045                          STATION RECOVERY (2006)
 KU4045
 KU4045'RECOVERY NOTE BY GEOCACHING 2006 (RG)
 KU4045'THE STATION MARK WAS FOUND IN POOR CONDITION WITH THE DISK MISSING AND
 KU4045'ONLY THE STEM PRESENT.  REFERENCE MARK NO. 2 WAS FOUND AS DESCRIBED.
 KU4045'REFERENCE MARK 1 WAS NOT FOUND AFTER A 20 MINUTE SEARCH BY ONE PERSON.
 KU4045' 
 KU4045' 
 KU4045'THE LOCAL DESCRIPTION WAS ADEQUATE AS PER THE ORIGINAL DESCRIPTION
 KU4045'EXCEPT THE ORIGINAL PATH HAS BEEN OBSCURED BY THE GROWTH OF
 KU4045'UNDERBRUSH.  THE PATH NOW FOLLOWS ALONG THE STONE BULKHEAD NEXT TO THE
 KU4045'SHORE, AND THE STATION IS ABOUT 7 METERS WEST OF THIS PATH.  NO WATER
 KU4045'SPRING ON THE BEACH WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7010 ***********************************************************************
 KV7010  DESIGNATION -  WOOD 1
 KV7010  PID         -  KV7010
 KV7010  STATE/COUNTY-  NJ/MIDDLESEX
 KV7010  USGS QUAD   -  PERTH AMBOY (1981)
 KV7010
 KV7010                         *CURRENT SURVEY CONTROL
 KV7010  ___________________________________________________________________
 KV7010* NAD 83(1996)-  40 31 30.00289(N)    074 17 54.05311(W)     ADJUSTED  
 KV7010* NAVD 88     -        29.9    (meters)      98.     (feet)  GPS OBS   
 KV7010  ___________________________________________________________________
 KV7010  X           -   1,313,907.935 (meters)                     COMP
 KV7010  Y           -  -4,673,859.066 (meters)                     COMP
 KV7010  Z           -   4,122,468.821 (meters)                     COMP
 KV7010  LAPLACE CORR-           4.90  (seconds)                    DEFLEC99
 KV7010  ELLIP HEIGHT-          -2.64  (meters)          (10/23/02) GPS OBS
 KV7010  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KV7010
 KV7010  HORZ ORDER  -  FIRST
 KV7010  ELLP ORDER  -  FOURTH    CLASS I
 KV7010
 KV7010.The horizontal coordinates were established by GPS observations
 KV7010.and adjusted by the National Geodetic Survey in May 1999..
 KV7010
 KV7010.The orthometric height was determined by GPS observations and a
 KV7010.high-resolution geoid model.
 KV7010
 KV7010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7010
 KV7010.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7010
 KV7010.The ellipsoidal height was determined by GPS observations
 KV7010.and is referenced to NAD 83.
 KV7010
 KV7010.The geoid height was determined by GEOID03.
 KV7010
 KV7010;                    North         East     Units Scale Factor Converg.
 KV7010;SPC NJ       -   187,824.037   167,085.531   MT  0.99990359   +0 07 51.7
 KV7010;SPC NJ       -   616,219.36    548,179.78   sFT  0.99990359   +0 07 51.7
 KV7010;SPC NY L     -    39,834.328   274,718.864   MT  1.00001091   -0 11 42.5
 KV7010;SPC NY L     -   130,689.79    901,306.81   sFT  1.00001091   -0 11 42.5
 KV7010;UTM  18      - 4,486,266.287   559,431.830   MT  0.99964348   +0 27 21.4
 KV7010
 KV7010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7010!SPC NJ       -   1.00000041  x   0.99990359  =   0.99990400
 KV7010!SPC NY L     -   1.00000041  x   1.00001091  =   1.00001132
 KV7010!UTM  18      -   1.00000041  x   0.99964348  =   0.99964389
 KV7010
 KV7010:                Primary Azimuth Mark                     Grid Az
 KV7010:SPC NJ       -  WOOD 2                                   356 06 37.6
 KV7010:SPC NY L     -  WOOD 2                                   356 26 11.8
 KV7010:UTM  18      -  WOOD 2                                   355 47 07.9
 KV7010
 KV7010|---------------------------------------------------------------------|
 KV7010| PID    Reference Object                     Distance      Geod. Az  |
 KV7010|                                                           dddmmss.s |
 KV7010| KV7011 WOOD 2                              APPROX. 0.9 KM 3561429.3 |
 KV7010|---------------------------------------------------------------------|
 KV7010
 KV7010                          SUPERSEDED SURVEY CONTROL
 KV7010
 KV7010  ELLIP H (05/14/99)   -2.63   (m)                       GP(       ) 4 1
 KV7010  NAD 83(1996)-  40 31 30.00253(N)    074 17 54.05352(W) AD(       ) 1
 KV7010  NAD 83(1992)-  40 31 30.00164(N)    074 17 54.05300(W) AD(       ) 1
 KV7010  ELLIP H (04/25/94)   -2.70   (m)                       GP(       ) 3 1
 KV7010
 KV7010.Superseded values are not recommended for survey control.
 KV7010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7010.See file dsdata.txt to determine how the superseded data were derived.
 KV7010
 KV7010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5943286266(NAD 83)
 KV7010_MARKER: DD = SURVEY DISK
 KV7010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7010_SP_SET: CONCRETE POST
 KV7010_STAMPING: WOOD 1 1991
 KV7010_MARK LOGO: NJHA  
 KV7010_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7010+STABILITY: SURFACE MOTION
 KV7010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7010+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1994
 KV7010
 KV7010  HISTORY     - Date     Condition        Report By
 KV7010  HISTORY     - 1991     MONUMENTED       NJHA
 KV7010  HISTORY     - 19930430 GOOD
 KV7010  HISTORY     - 19940428 GOOD             NJGS
 KV7010
 KV7010                          STATION DESCRIPTION
 KV7010
 KV7010'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 KV7010'THE STATION IS LOCATED IN HOPE LAWN, WOODBRIDGE TOWNSHIP, ON THE EAST
 KV7010'SIDE OF ROUTE 9 NORTH, IN AN OPEN GRASSED AREA JUST NORTH OF NEW
 KV7010'BRUNSWICK AVENUE.  TO REACH THE STATION FROM ROUTE 9 NORTH, EXIT THE
 KV7010'GARDEN STATE PARKWAY NORTHBOUND, GO 0.4 MI (0.6 KM) TO THE CONNECTION
 KV7010'WITH ROUTE 9, KEEP RIGHT ON ROUTE 9, GO 0.1 MI (0.2 KM) TO THE
 KV7010'STATION ON THE RIGHT, ABOUT 100 FT (30.5 M) NORTH OF THE NEW
 KV7010'BRUNSWICK AVENUE OVERPASS.  THE STATION, FLUSH WITH THE GROUND, IS
 KV7010'84.3 FT (25.7 M) WEST NORTHWEST FROM A 20 INCH DIAMETER SYCAMORE
 KV7010'TREE, 83.3 FT (25.4 M) NORTH FROM POLE NUMBER 12626, 80.7 FT
 KV7010'(24.6 M) NORTHEAST FROM POLE NUMBER 12625 AND 67.7 FT (20.6 M) EAST
 KV7010'SOUTHEAST FROM AN ALUMINIUM LAMP POST AT THE EAST SIDE OF ROUTE 9
 KV7010'NORTH.
 KV7010
 KV7010                          STATION RECOVERY (1993)
 KV7010
 KV7010'RECOVERED 1993
 KV7010'RECOVERED IN GOOD CONDITION.
 KV7010
 KV7010                          STATION RECOVERY (1994)
 KV7010
 KV7010'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 KV7010'THE STATION IS LOCATED IN FORDS IN WOODBRIDGE TOWNSHIP, ON THE EAST
 KV7010'SIDE OF U.S. HIGHWAY 9 NORTH, IN AN OPEN GRASSED AREA JUST NORTH OF
 KV7010'NEW BRUNSWICK AVENUE.  TO REACH THE STATION FROM U.S. HIGHWAY 9 NORTH,
 KV7010'EXIT THE GARDEN STATE PARKWAY NORTHBOUND, GO 0.4 MI (0.6 KM) TO THE
 KV7010'CONNECTION WITH U.S. HIGHWAY 9.  KEEP RIGHT ON U.S. HIGHWAY 9, GO 0.1
 KV7010'MI (0.2 KM) TO THE STATION ON THE RIGHT, ABOUT 100 FT (30.5 M) NORTH
 KV7010'OF THE NEW BRUNSWICK AVENUE OVERPASS.  THE STATION, SET FLUSH WITH THE
 KV7010'GROUND, IS 84.3 FT (25.7 M) WEST NORTHWEST FROM A 20 INCH DIAMETER
 KV7010'SYCAMORE TREE, 83.3 FT (25.4 M) NORTH FROM POLE NUMBER 12626, 80.7 FT
 KV7010'(24.6 M) NORTHEAST FROM POLE NUMBER 12625 AND 67.7 FT (20.6 M) EAST
 KV7010'SOUTHEAST FROM AN ALUMINIUM LAMP POST ON THE EAST SIDE OF U.S. HIGHWAY
 KV7010'9 NORTHBOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5631 ***********************************************************************
 KV5631  DESIGNATION -  WOOD 1912
 KV5631  PID         -  KV5631
 KV5631  STATE/COUNTY-  NJ/BURLINGTON
 KV5631  USGS QUAD   -  BRISTOL (1981)
 KV5631
 KV5631                         *CURRENT SURVEY CONTROL
 KV5631  ___________________________________________________________________
 KV5631* NAD 83(1996)-  40 07 16.08953(N)    074 49 28.29828(W)     ADJUSTED  
 KV5631* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5631  ___________________________________________________________________
 KV5631  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 KV5631  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV5631
 KV5631  HORZ ORDER  -  THIRD
 KV5631
 KV5631.The horizontal coordinates were established by classical geodetic methods
 KV5631.and adjusted by the National Geodetic Survey in September 1999..
 KV5631
 KV5631.The orthometric height was scaled from a topographic map.
 KV5631
 KV5631.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5631
 KV5631.The geoid height was determined by GEOID03.
 KV5631
 KV5631;                    North         East     Units Scale Factor Converg.
 KV5631;SPC NJ       -   143,013.974   122,339.135   MT  0.99990942   -0 12 32.9
 KV5631;SPC NJ       -   469,205.01    401,374.31   sFT  0.99990942   -0 12 32.9
 KV5631;SPC PA S     -    91,603.340   849,323.791   MT  0.99997595   +1 53 52.9
 KV5631;SPC PA S     -   300,535.29  2,786,489.80   sFT  0.99997595   +1 53 52.9
 KV5631;UTM  18      - 4,441,217.023   514,951.800   MT  0.99960275   +0 06 47.1
 KV5631
 KV5631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5631!SPC NJ       -   1.00000474  x   0.99990942  =   0.99991416
 KV5631!SPC PA S     -   1.00000474  x   0.99997595  =   0.99998069
 KV5631!UTM  18      -   1.00000474  x   0.99960275  =   0.99960749
 KV5631
 KV5631                          SUPERSEDED SURVEY CONTROL
 KV5631
 KV5631  NAD 83(1986)-  40 07 16.08835(N)    074 49 28.29900(W) AD(       ) 3
 KV5631  NAD 27      -  40 07 15.69100(N)    074 49 29.70900(W) AD(       ) 3
 KV5631
 KV5631.Superseded values are not recommended for survey control.
 KV5631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5631.See file dsdata.txt to determine how the superseded data were derived.
 KV5631
 KV5631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1495241217(NAD 83)
 KV5631
 KV5631  HISTORY     - Date     Condition        Report By
 KV5631  HISTORY     - 1912     MONUMENTED       CGS
 KV5631  HISTORY     - 1935     SEE DESCRIPTION  CGS
 KV5631  HISTORY     - 1947     MARK NOT FOUND   CGS
 KV5631
 KV5631                          STATION DESCRIPTION
 KV5631
 KV5631'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5631'AT FLORENCE, ON S PART OF PROPERTY OF THE FLORENCE PIPE
 KV5631'FOUNDRY AND MANUFACTURING COMPANY, 12.52 METERS SE OF THE
 KV5631'SOUTHERNMOST LIGHT TOWER, 56.15 METERS E OF E RAIL OF W
 KV5631'RAILROAD TRACK, 93.3 METERS W OF WIRE FENCE ALONG RIVER ROAD
 KV5631'BOUNDARY OF PROPERTY.
 KV5631'
 KV5631'REMARKED, NOTES 1A AND 7A.  NO REFERENCE MARKS WERE FOUND
 KV5631'NOR ESTABLISHED.
 KV5631'
 KV5631'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.5 METERS.
 KV5631
 KV5631                          STATION RECOVERY (1947)
 KV5631
 KV5631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5631'STATION NOT RECOVERED.  A BUILDING WAS ERECTED ABOUT 8 YEARS AGO
 KV5631'BETWEEN THE TOWER AND THE STATION.  PIPES WERE STOCKPILED ON
 KV5631'RAMPS AT THE STATION SITE AT THE DATE OF INSPECTION AND IT
 KV5631'WAS IMPOSSIBLE TO SEARCH FOR THE MONUMENT.  HOWEVER, WORKMEN IN
 KV5631'THE AREA STATED THAT THEY HAD SEEN THE MONUMENT WITHIN THE
 KV5631'LAST TWO YEARS AND FELT SURE THAT IT HAD NOT BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7011 ***********************************************************************
 KV7011  DESIGNATION -  WOOD 2
 KV7011  PID         -  KV7011
 KV7011  STATE/COUNTY-  NJ/MIDDLESEX
 KV7011  USGS QUAD   -  PERTH AMBOY (1981)
 KV7011
 KV7011                         *CURRENT SURVEY CONTROL
 KV7011  ___________________________________________________________________
 KV7011* NAD 83(1996)-  40 31 59.06228(N)    074 17 56.55511(W)     ADJUSTED  
 KV7011* NAVD 88     -        39.8    (meters)     131.     (feet)  GPS OBS   
 KV7011  ___________________________________________________________________
 KV7011  X           -   1,313,695.641 (meters)                     COMP
 KV7011  Y           -  -4,673,321.475 (meters)                     COMP
 KV7011  Z           -   4,123,156.537 (meters)                     COMP
 KV7011  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 KV7011  ELLIP HEIGHT-           7.23  (meters)          (10/23/02) GPS OBS
 KV7011  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KV7011
 KV7011  HORZ ORDER  -  FIRST
 KV7011  ELLP ORDER  -  FOURTH    CLASS I
 KV7011
 KV7011.The horizontal coordinates were established by GPS observations
 KV7011.and adjusted by the National Geodetic Survey in May 1999..
 KV7011
 KV7011.The orthometric height was determined by GPS observations and a
 KV7011.high-resolution geoid model.
 KV7011
 KV7011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7011
 KV7011.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7011
 KV7011.The ellipsoidal height was determined by GPS observations
 KV7011.and is referenced to NAD 83.
 KV7011
 KV7011.The geoid height was determined by GEOID03.
 KV7011
 KV7011;                    North         East     Units Scale Factor Converg.
 KV7011;SPC NJ       -   188,720.174   167,024.603   MT  0.99990357   +0 07 50.2
 KV7011;SPC NJ       -   619,159.44    547,979.89   sFT  0.99990357   +0 07 50.2
 KV7011;SPC NY L     -    40,730.893   274,663.032   MT  1.00001012   -0 11 44.2
 KV7011;SPC NY L     -   133,631.27    901,123.63   sFT  1.00001012   -0 11 44.2
 KV7011;UTM  18      - 4,487,161.831   559,365.838   MT  0.99964338   +0 27 20.0
 KV7011
 KV7011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7011!SPC NJ       -   0.99999887  x   0.99990357  =   0.99990244
 KV7011!SPC NY L     -   0.99999887  x   1.00001012  =   1.00000899
 KV7011!UTM  18      -   0.99999887  x   0.99964338  =   0.99964225
 KV7011
 KV7011:                Primary Azimuth Mark                     Grid Az
 KV7011:SPC NJ       -  WOOD 1                                   176 06 37.4
 KV7011:SPC NY L     -  WOOD 1                                   176 26 11.8
 KV7011:UTM  18      -  WOOD 1                                   175 47 07.6
 KV7011
 KV7011|---------------------------------------------------------------------|
 KV7011| PID    Reference Object                     Distance      Geod. Az  |
 KV7011|                                                           dddmmss.s |
 KV7011| KV7010 WOOD 1                              APPROX. 0.9 KM 1761427.6 |
 KV7011|---------------------------------------------------------------------|
 KV7011
 KV7011                          SUPERSEDED SURVEY CONTROL
 KV7011
 KV7011  NAD 83(1996)-  40 31 59.06192(N)    074 17 56.55553(W) AD(       ) 1
 KV7011  NAD 83(1992)-  40 31 59.06092(N)    074 17 56.55500(W) AD(       ) 1
 KV7011  ELLIP H (04/25/94)    7.16   (m)                       GP(       ) 3 1
 KV7011
 KV7011.Superseded values are not recommended for survey control.
 KV7011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7011.See file dsdata.txt to determine how the superseded data were derived.
 KV7011
 KV7011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK5936687162(NAD 83)
 KV7011_MARKER: DD = SURVEY DISK
 KV7011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7011_SP_SET: CONCRETE POST
 KV7011_STAMPING: WOOD 2 1991
 KV7011_MARK LOGO: NJHA  
 KV7011_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7011+STABILITY: SURFACE MOTION
 KV7011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7011+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1994
 KV7011
 KV7011  HISTORY     - Date     Condition        Report By
 KV7011  HISTORY     - 1991     MONUMENTED       NJHA
 KV7011  HISTORY     - 19930916 GOOD
 KV7011  HISTORY     - 19940428 GOOD             NJGS
 KV7011
 KV7011                          STATION DESCRIPTION
 KV7011
 KV7011'DESCRIBED BY NEW JERSEY HIGHWAY AUTHORITY 1991
 KV7011'THE STATION IS LOCATED IN FORDS, WOODBRIDGE TOWNSHIP, TO THE EAST OF A
 KV7011'SERVICE ROAD FROM ROUTE 9 NORTH, CONNECTING THE GARDEN STATE PARKWAY
 KV7011'NORTHBOUND AND,OR NEW JERSEY TURNPIKE INTERCHANGE 11, IN A CURB
 KV7011'ENCLOSED GRASS ISLAND IN A LAWN BETWEEN THE NEW JERSEY HIGHWAY
 KV7011'AUTHORITY EXECUTIVE OFFICES AND THE SERVICE ROAD.  TO REACH THE
 KV7011'STATION FROM ROUTE 9 NORTH, EXIT THE GARDEN STATE PARKWAY NORTHBOUND
 KV7011'AT INTERCHANGE 127, KEEP TO THE LEFT FOLLOWING SIGNS TO ROUTE 9, GO
 KV7011'0.4 MI (0.6 KM) TO THE JUNCTION OF THE RAMP AND ROUTE 9 NORTH, KEEP
 KV7011'LEFT, GO 0.35 MI (0.56 KM) NORTH ON ROUTE 9 TO A FORK IN THE ROAD,
 KV7011'BEAR LEFT AND GO 0.15 MI (0.24 KM) ON THE SERVICE ROAD CONNECTING
 KV7011'WITH GARDEN STATE PARKWAY NORTH BOUND AND,OR NEW JERSY TURNPIKE
 KV7011'INTERCHANGE 11, TURN RIGHT INTO THE ENTRANCE TO NJHA EXECUTIVE
 KV7011'OFFICES, CONTINUE ABOUT 300 FT (91.4 M) TO THE STATION ON THE LEFT,
 KV7011'SET FLUSH WITH THE GROUND IN A GRASSED ISLAND. THE STATION IS 25.2 FT
 KV7011'(7.7 M) SOUTHWEST FROM A SMALL LAMP POST IN THE ISLAND, 55.2 FT
 KV7011'(16.8 M) SOUTH SOUTHEAST FROM AN X CUT IN THE TOP OF A SMALL BOULDER
 KV7011'IN THE ISLAND AND 49.5 FT (15.1 M) NORTHWEST FROM THE WESTERLY MOST
 KV7011'SMALL TREE IN THE ISLAND.
 KV7011
 KV7011                          STATION RECOVERY (1993)
 KV7011
 KV7011'RECOVERED 1993
 KV7011'RECOVERED IN GOOD CONDITION.
 KV7011
 KV7011                          STATION RECOVERY (1994)
 KV7011
 KV7011'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 KV7011'THE STATION IS LOCATED IN FORDS, WOODBRIDGE TOWNSHIP, TO THE EAST OF A
 KV7011'SERVICE ROAD FROM U.S. HIGHWAY 9 NORTHBOUND, CONNECTING THE GARDEN
 KV7011'STATE PARKWAY NORTHBOUND AND THE NEW JERSEY TURNPIKE AT INTERCHANGE
 KV7011'11, SET FLUSH WITH THE GROUND IN A CURB ENCLOSED GRASS ISLAND IN A
 KV7011'LANDSCAPED AREA BETWEEN THE NEW JERSEY HIGHWAY AUTHORITY EXECUTIVE
 KV7011'OFFICES AND THE SERVICE ROAD. TO REACH THE STATION FROM U.S. HIGHWAY 9
 KV7011'NORTHBOUND, EXIT THE GARDEN STATE PARKWAY NORTHBOUND AT INTERCHANGE
 KV7011'127.  KEEP TO THE LEFT FOLLOWING SIGNS TO U.S. HIGHWAY 9 AND GO 0.4 MI
 KV7011'(0.6 KM) TO THE JUNCTION OF THE RAMP AND U.S. HIGHWAY 9 NORTHBOUND.
 KV7011'KEEP LEFT AND GO 0.35 MI (0.56 KM) NORTH ON U.S. HIGHWAY 9 TO A FORK
 KV7011'IN THE ROAD.  BEAR TO THE LEFT AND GO 0.15 MI (0.24 KM) ON THE SERVICE
 KV7011'ROAD CONNECTING THE GARDEN STATE PARKWAY NORTH BOUND AND NEW JERSY
 KV7011'TURNPIKE AT INTERCHANGE 11 TO THE ENTRANCE DRIVE LEADING TO THE NEW
 KV7011'JERSEY HIGHWAY AUTHORITY EXECUTIVE OFFICES.  TURN LEFT AND CONTINUE
 KV7011'ABOUT 300 FT (91.4 M) TO THE STATION ON THE LEFT. THE STATION IS 25.2
 KV7011'FT (7.7 M) SOUTHWEST FROM A SMALL LAMP POST IN THE ISLAND, 55.2 FT
 KV7011'(16.8 M) SSOUTH SOUTHEAST FROM AN CROSS CUT IN THE TOP OF A SMALL
 KV7011'BOULDER IN THE ISLAND AND 49.5 FT (15.1 M) NORTHWEST FROM THE MOST
 KV7011'WESTERLY SMALL TREE IN THE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4033 ***********************************************************************
 JU4033  SACS        -  This is a Secondary Airport Control Station.
 JU4033  DESIGNATION -  WOODBINE PRIMARY PAIR 1
 JU4033  PID         -  JU4033
 JU4033  STATE/COUNTY-  NJ/CAPE MAY
 JU4033  USGS QUAD   -  WOODBINE (1972)
 JU4033
 JU4033                         *CURRENT SURVEY CONTROL
 JU4033  ___________________________________________________________________
 JU4033* NAD 83(1996)-  39 13 18.44758(N)    074 47 45.73704(W)     ADJUSTED  
 JU4033* NAVD 88     -        11.06   (meters)      36.3    (feet)  GPS OBS   
 JU4033  ___________________________________________________________________
 JU4033  X           -   1,297,583.616 (meters)                     COMP
 JU4033  Y           -  -4,774,596.215 (meters)                     COMP
 JU4033  Z           -   4,011,407.501 (meters)                     COMP
 JU4033  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 JU4033  ELLIP HEIGHT-         -23.59  (meters)          (04/03/03) GPS OBS
 JU4033  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 JU4033
 JU4033  HORZ ORDER  -  FIRST
 JU4033  ELLP ORDER  -  FOURTH    CLASS I
 JU4033
 JU4033.This mark is at Woodbine Airport (1N4)
 JU4033
 JU4033.The horizontal coordinates were established by GPS observations
 JU4033.and adjusted by the National Geodetic Survey in May 1999..
 JU4033
 JU4033.The orthometric height was determined by GPS observations and a
 JU4033.high-resolution geoid model.
 JU4033
 JU4033.GPS derived orthometric heights for airport stations designated as
 JU4033.PACS or SACS are published to 2 decimal places.  This maintains
 JU4033.centimeter relative accuracy between the PACS and SACS.  It does
 JU4033.not indicate centimeter accuracy relative to other marks which are
 JU4033.part of the NAVD 88 network.
 JU4033
 JU4033.Photographs are available for this station.
 JU4033
 JU4033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4033
 JU4033.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4033
 JU4033.The ellipsoidal height was determined by GPS observations
 JU4033.and is referenced to NAD 83.
 JU4033
 JU4033.The geoid height was determined by GEOID03.
 JU4033
 JU4033;                    North         East     Units Scale Factor Converg.
 JU4033;SPC NJ       -    43,162.463   124,438.075   MT  0.99990804   -0 11 13.9
 JU4033;SPC NJ       -   141,608.85    408,260.58   sFT  0.99990804   -0 11 13.9
 JU4033;UTM  18      - 4,341,409.253   517,606.158   MT  0.99960382   +0 07 44.3
 JU4033
 JU4033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4033!SPC NJ       -   1.00000370  x   0.99990804  =   0.99991174
 JU4033!UTM  18      -   1.00000370  x   0.99960382  =   0.99960752
 JU4033
 JU4033:                Primary Azimuth Mark                     Grid Az
 JU4033:SPC NJ       -  WOODBINE PRIMARY PAIR 2                  120 14 33.3
 JU4033:UTM  18      -  WOODBINE PRIMARY PAIR 2                  119 55 35.1
 JU4033
 JU4033|---------------------------------------------------------------------|
 JU4033| PID    Reference Object                     Distance      Geod. Az  |
 JU4033|                                                           dddmmss.s |
 JU4033| JU4034 WOODBINE PRIMARY PAIR 2             APPROX. 0.6 KM 1200319.4 |
 JU4033|---------------------------------------------------------------------|
 JU4033
 JU4033                          SUPERSEDED SURVEY CONTROL
 JU4033
 JU4033  ELLIP H (10/23/02)  -23.61   (m)                       GP(       ) 4 1
 JU4033  ELLIP H (07/11/02)  -23.60   (m)                       GP(       ) 2 2
 JU4033  ELLIP H (05/14/99)  -23.63   (m)                       GP(       ) 4 1
 JU4033  NAD 83(1992)-  39 13 18.44695(N)    074 47 45.73640(W) AD(       ) 1
 JU4033  NAD 83(1991)-  39 13 18.43676(N)    074 47 45.73696(W) AD(       ) 2
 JU4033  ELLIP H (01/27/92)  -23.77   (m)                       GP(       ) 4 1
 JU4033  NAD 83(1986)-  39 13 18.43379(N)    074 47 45.73985(W) AD(       ) 2
 JU4033  NAD 27      -  39 13 18.01245(N)    074 47 47.12628(W) AD(       ) 2
 JU4033  NGVD 29 (08/10/88)   11.3    (m)           37.     (f) GPS OBS        
 JU4033
 JU4033.Superseded values are not recommended for survey control.
 JU4033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4033.See file dsdata.txt to determine how the superseded data were derived.
 JU4033
 JU4033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1760641409(NAD 83)
 JU4033_MARKER: F = FLANGE-ENCASED ROD
 JU4033_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU4033_SP_SET: STAINLESS STEEL ROD
 JU4033_STAMPING: WOODBINE PP 1 1987
 JU4033_MARK LOGO: NGS   
 JU4033_PROJECTION: FLUSH
 JU4033_MAGNETIC: I = MARKER IS A STEEL ROD
 JU4033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4033+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2001
 JU4033_ROD/PIPE-DEPTH: 25.6 meters
 JU4033
 JU4033  HISTORY     - Date     Condition        Report By
 JU4033  HISTORY     - 1987     MONUMENTED       AEROS
 JU4033  HISTORY     - 1987     GOOD             AEROS
 JU4033  HISTORY     - 19921023 GOOD             NJGS
 JU4033  HISTORY     - 19940830 GOOD             NJGS
 JU4033  HISTORY     - 20011020 GOOD             NGS
 JU4033
 JU4033                          STATION DESCRIPTION
 JU4033
 JU4033'DESCRIBED BY AERO SERVICE CORPORATION 1987 (UNK)
 JU4033'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI)
 JU4033'WEST-SOUTHWEST OF THE TOWN OF MT. PLEASANT, 3.5 KM (2.2 MI)
 JU4033'SOUTHEAST OF WOODBINE, 3.7 KM (2.3 MI) NORTHEAST OF DENNISVILLE,
 JU4033'WITHIN THE BOUNDARY OF THE WOODBINE AIRPORT.
 JU4033'OWNERSHIP--THE WOODBINE AIRPORT AUTHORITY, P.O. BOX 144, WOODBINE,
 JU4033'NEW JERSEY 08270, ATTN--MS. FRANCIS PEITT.  MANAGER--MR. FRANK P.
 JU4033'FANTASIA, C/O ADMIRAL AIR SERVICE, INC., KENNEDY DRIVE, WOODBINE,
 JU4033'NEW JERSEY 08270, PHONE NUMBER (609)861-5141.
 JU4033'
 JU4033'TO REACH THE STATION FROM THE POST OFFICE IN WOODBINE, CAPE MAY
 JU4033'COUNTY, NEW JERSEY, LOCATED AT CLAY STREET AND WASHINGTON AVE
 JU4033'(COUNTY ROUTE 557), GO NORTHEAST FOR 0.48 KM (0.30 MI) ON ROUTE 557
 JU4033'TO THE (T) INTERSECTION RIGHT OF COUNTY ROUTE 550 EAST.
 JU4033'TURN RIGHT AND GO SOUTHEAST FOR 3.06 KM (1.9 MI) ON ROUTE 550 TO A
 JU4033'SIDE ROAD RIGHT NAMED KENNEDY DRIVE.  TURN RIGHT AND GO SOUTHERLY
 JU4033'FOR 0.64 KM (0.4 MI) ON KENNEDY DRIVE TO THE WOODBINE AIRPORT
 JU4033'OFFICES AND THE STATION AS DESCRIBED.
 JU4033'
 JU4033'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JU4033'FLANGE WITH ACCESS COVER IS STAMPED---WOODBINE PP1 1987---, AND IS
 JU4033'FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JU4033'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT THE DEPTH OF 25.6 METERS
 JU4033'(84 FT), AND IS RECESSED 10 CM BELOW THE GROUND.  LOCATED
 JU4033'45.4 METERS (149.0 FT) NORTHEAST FROM THE CENTERLINE OF THE RUNWAY,
 JU4033'19.2 METERS (63.0 FT) SOUTH FROM THE TAXIWAY LEADING TO THE
 JU4033'NORTHWEST END OF THE RUNWAY,
 JU4033'0.6 METERS (2.0 FT) NORTHEAST FROM A CARSONITE WITNESS POST.
 JU4033
 JU4033                          STATION RECOVERY (1987)
 JU4033
 JU4033'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 JU4033'RECOVERED IN GOOD CONDITION.
 JU4033
 JU4033                          STATION RECOVERY (1992)
 JU4033
 JU4033'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 JU4033'THE STATION IS LOCATED IN THE BOROUGH OF WOODBINE ON THE GROUNDS OF
 JU4033'THE WOODBINE AIRPORT.  OWNERSHIP  WOODBINE PORT AUTHORITY, P.O. BOX
 JU4033'144, BOROUGH HALL, WOODBINE, NEW JERSEY 08270, ATTENTION AMY HELLER,
 JU4033'SECRETARY, PHONE  609 861 2800.  MR. FRANK FANTASIA, MANAGER OF
 JU4033'ADMIRAL AIR SERVICES, KENNEDY DRIVE, WOODBINE AIRPORT, WOODBINE, NEW
 JU4033'JERSEY 08270, PHONE  609 861 5141, REQUESTS THAT HE BE NOTIFIED
 JU4033'BEFORE OCCUPYING THE STATION.  TO REACH THE STATION FROM THE
 JU4033'INTERSECTION OF THE EXIT RAMP LEADING FROM THE SOUTHBOUND LANES OF
 JU4033'THE GARDEN STATE PARKWAY AND SEA ISLE BOULEVARD, COUNTY ROAD 625, AT
 JU4033'INTERCHANGE 17, GO NORTHWEST ON COUNTY ROAD 625 FOR 0.3 MI (0.5 KM)
 JU4033'TO THE TEE INTERSECTION WITH U.S. HIGHWAY 9.  TURN RIGHT AND GO
 JU4033'NORTHEAST ON U.S. HIGHWAY 9 FOR 0.6 MI (1.0 KM) TO THE TEE JUNCTION
 JU4033'WITH WOODBINE OCEAN VIEW ROAD, COUNTY ROAD 550, ON THE LEFT.  TURN
 JU4033'LEFT AND GO WEST THEN NORTHWEST ON COUNTY ROAD 550 FOR 3.9 MI
 JU4033'(6.3 KM) TO THE CROSSROADS INTERSECTION WITH DENNISVILLE PETERSBURG
 JU4033'ROAD, COUNTY ROAD 610, AND A TRAFFIC LIGHT.  CONTINUE WEST ON COUNTY
 JU4033'ROAD 550 FOR 0.55 MI (0.89 KM) TO THE TEE JUNCTION WITH KENNEDY
 JU4033'DRIVE, THE ENTRANCE ROAD TO THE WOODBINE AIRPORT, ON THE LEFT.  TURN
 JU4033'LEFT AND GO SOUTHWEST ON KENNEDY DRIVE FOR 0.35 MI (0.56 KM) TO THE
 JU4033'END OF ROAD AND A TEE JUNCTION WITH A PAVED ROAD ON THE LEFT, LEADING
 JU4033'TO SEVERAL HANGAR BUILDINGS.  TURN LEFT AND GO SOUTHEAST ON THE PAVED
 JU4033'ROAD, WHICH BECOMES A GRAVEL ROAD, FOR 0.15 MI (0.24 KM) TO THE LAST
 JU4033'HANGER BUILDING ON THE RIGHT.  BEAR RIGHT AROUND THE HANGAR TO THE
 JU4033'TAXIWAY. TURN RIGHT AND GO NORTHWEST ON THE TAXIWAY FOR 0.30 MI
 JU4033'(0.48 KM) TO THE STATION ON THE LEFT.  THE STATION IS 39.0 FT
 JU4033'(11.9 M) SOUTH SOUTHWEST FROM AND NORMAL TO THE SOUTH EDGE OF PAVING
 JU4033'OF THE TAXIWAY LEADING TO THE END OF RUNWAY 1 19, 30.0 FT (9.1 M)
 JU4033'WEST FROM THE CENTER OF A RED ILLUMINATED TAXIWAY GUIDANCE LIGHT
 JU4033'NUMBER 1 19, 128.6 EAST SOUTHEAST FROM THE CENTER OF A TAXIWAY
 JU4033'GUIDANCE LIGHT, ILLUMINATED YELLOW WITH THE LETTER L ON ONE SIDE AND
 JU4033'ILLUMINATED RED WITH THE NUMBER 12 30 ON THE OTHER SIDE, 80.0 FT
 JU4033'(24.4 M) NORTHEAST FROM THE SOUTHEAST CORNER OF A 7 FT (2.1 M) SQUARE
 JU4033'CONCRETE PAD FOR THREE ABOVE GROUND, HORIZONTALLY POSITIONED, BULLET
 JU4033'SHAPED RUNWAY MARKER LIGHTS WITH ALANCO STAMPED ON THE NORTHWEST SIDE
 JU4033'AND 111.0 FT (33.8 M) NORTH NORTHEAST FROM AND NORMAL TO THE NORTH
 JU4033'EDGE OF ASPHALT PAVING OF RUNWAY 30 12.  THE STATION IS A STANDARD
 JU4033'THREE DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS COVER IS
 JU4033'STAMPED, WOODBINE PP1 1987, AND IS FLUSH WITH THE GROUND.  THE
 JU4033'STATION IS A NINE SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD DRIVEN
 JU4033'TO REFUSAL AT A DEPTH OF 25.6 M (84.0 FT) AND IS RECESSED 10 CM BELOW
 JU4033'THE GROUND.
 JU4033
 JU4033                          STATION RECOVERY (1994)
 JU4033
 JU4033'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 JU4033'THE STATION IS LOCATED IN THE BOROUGH OF WOODBINE ON THE GROUNDS OF
 JU4033'THE WOODBINE AIRPORT.  OWNERSHIP  WOODBINE PORT AUTHORITY, P.O. BOX
 JU4033'144, BOROUGH HALL, WOODBINE, NEW JERSEY 08270, ATTENTION AMY HELLER,
 JU4033'SECRETARY, PHONE  609 861 2800.  MR. FRANK FANTASIA, MANAGER OF
 JU4033'ADMIRAL AIR SERVICES, KENNEDY DRIVE, WOODBINE AIRPORT, WOODBINE, NEW
 JU4033'JERSEY 08270, PHONE  609 861 5141, REQUESTS THAT HE BE NOTIFIED BEFORE
 JU4033'OCCUPYING THE STATION.  TO REACH THE STATION FROM THE INTERSECTION OF
 JU4033'THE EXIT RAMP LEADING FROM THE SOUTHBOUND LANES OF THE GARDEN STATE
 JU4033'PARKWAY AND SEA ISLE BOULEVARD, COUNTY ROAD 625, AT INTERCHANGE 17, GO
 JU4033'NORTHWEST ON COUNTY ROAD 625 FOR 0.3 MI (0.5 KM) TO THE TEE
 JU4033'INTERSECTION WITH U.S. HIGHWAY 9.  TURN RIGHT AND GO NORTHEAST ON U.S.
 JU4033'HIGHWAY 9 FOR 0.6 MI (1.0 KM) TO THE TEE JUNCTION WITH WOODBINE OCEAN
 JU4033'VIEW ROAD, COUNTY ROAD 550, ON THE LEFT.  TURN LEFT AND GO WEST THEN
 JU4033'NORTHWEST ON COUNTY ROAD 550 FOR 3.9 MI (6.3 KM) TO THE CROSSROADS
 JU4033'INTERSECTION WITH DENNISVILLE PETERSBURG ROAD, COUNTY ROAD 610, AND A
 JU4033'TRAFFIC LIGHT.  CONTINUE WEST ON COUNTY ROAD 550 FOR 0.55 MI (0.89 KM)
 JU4033'TO THE TEE JUNCTION WITH KENNEDY DRIVE, THE ENTRANCE ROAD TO THE
 JU4033'WOODBINE AIRPORT, ON THE LEFT.  TURN LEFT AND GO SOUTHWEST ON KENNEDY
 JU4033'DRIVE FOR 0.35 MI (0.56 KM) TO THE END OF ROAD AND A TEE JUNCTION WITH
 JU4033'A PAVED ROAD ON THE LEFT, LEADING TO SEVERAL HANGAR BUILDINGS.  TURN
 JU4033'LEFT AND GO SOUTHEAST ON THE PAVED ROAD, WHICH BECOMES A GRAVEL ROAD,
 JU4033'FOR 0.15 MI (0.24 KM) TO THE LAST HANGER BUILDING ON THE RIGHT.  BEAR
 JU4033'RIGHT AROUND THE HANGAR TO THE TAXIWAY. TURN RIGHT AND GO NORTHWEST ON
 JU4033'THE TAXIWAY FOR 0.30 MI (0.48 KM) TO THE STATION ON THE LEFT.  THE
 JU4033'STATION IS 39.0 FT (11.9 M) SOUTH SOUTHWEST FROM AND NORMAL TO THE
 JU4033'SOUTH EDGE OF PAVING OF THE TAXIWAY LEADING TO THE END OF RUNWAY 1 19,
 JU4033'30.0 FT (9.1 M) WEST FROM THE CENTER OF A RED ILLUMINATED TAXIWAY
 JU4033'GUIDANCE LIGHT NUMBER 1 19, 128.6 EAST SOUTHEAST FROM THE CENTER OF A
 JU4033'TAXIWAY GUIDANCE LIGHT, ILLUMINATED YELLOW WITH THE LETTER L ON ONE
 JU4033'SIDE AND ILLUMINATED RED WITH THE NUMBER 12 30 ON THE OTHER SIDE, 80.0
 JU4033'FT (24.4 M) NORTHEAST FROM THE SOUTHEAST CORNER OF A 7 FT (2.1 M)
 JU4033'SQUARE CONCRETE PAD FOR THREE ABOVE GROUND, HORIZONTALLY POSITIONED,
 JU4033'BULLET SHAPED RUNWAY MARKER LIGHTS WITH ALANCO STAMPED ON THE
 JU4033'NORTHWEST SIDE AND 111.0 FT (33.8 M) NORTH NORTHEAST FROM AND NORMAL
 JU4033'TO THE NORTH EDGE OF ASPHALT PAVING OF RUNWAY 30 12.  THE STATION IS A
 JU4033'STANDARD THREE DIMENSIONAL MARK.  THE LOGO FLANGE WITH ACCESS COVER IS
 JU4033'STAMPED, WOODBINE PP1 1987, AND IS FLUSH WITH THE GROUND.  THE STATION
 JU4033'IS A NINE SIXTEENTHS INCH DIAMETER STAINLESS STEEL ROD DRIVEN TO
 JU4033'REFUSAL AT A DEPTH OF 25.6 M (84.0 FT) AND IS RECESSED 10 CM BELOW THE
 JU4033'GROUND.
 JU4033
 JU4033                          STATION RECOVERY (2001)
 JU4033
 JU4033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 JU4033'RECOVERED AS DESCRIBED 10/20/2001 BY R.G. HAYES WITH THESE NOTES.
 JU4033' 
 JU4033'--NOTE-- THE ORIGINAL AND PREVIOUS DESCRITPIONS STATE THAT THE ROD
 JU4033'SETTING IS A (49 = STAINLESS STEEL ROD W/O SLEEVE) MY
 JU4033'RECONNAISSANCE PROVED THIS TO BE INCORRECT.  THE SETTING SHOULD
 JU4033'BE AND WAS CHANGED TO A (59 = STAINLESS STEEL ROD IN SLEEVE).  THE
 JU4033'RECON. PHOTOS SUPPORT MY CLAIM BUT THERE IS NO SLEEVE DEPTH
 JU4033'AVAILABLE.
 JU4033' 
 JU4033'NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION, (SACS).
 JU4033' 
 JU4033'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4034 ***********************************************************************
 JU4034  SACS        -  This is a Secondary Airport Control Station.
 JU4034  DESIGNATION -  WOODBINE PRIMARY PAIR 2
 JU4034  PID         -  JU4034
 JU4034  STATE/COUNTY-  NJ/CAPE MAY
 JU4034  USGS QUAD   -  WOODBINE (1972)
 JU4034
 JU4034                         *CURRENT SURVEY CONTROL
 JU4034  ___________________________________________________________________
 JU4034* NAD 83(1996)-  39 13 09.04689(N)    074 47 24.85262(W)     ADJUSTED  
 JU4034* NAVD 88     -        10.31   (meters)      33.8    (feet)  GPS OBS   
 JU4034  ___________________________________________________________________
 JU4034  X           -   1,298,114.977 (meters)                     COMP
 JU4034  Y           -  -4,774,641.129 (meters)                     COMP
 JU4034  Z           -   4,011,182.426 (meters)                     COMP
 JU4034  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 JU4034  ELLIP HEIGHT-         -24.35  (meters)          (04/03/03) GPS OBS
 JU4034  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 JU4034
 JU4034  HORZ ORDER  -  FIRST
 JU4034  ELLP ORDER  -  FOURTH    CLASS I
 JU4034
 JU4034.This mark is at Woodbine Airport (1N4)
 JU4034
 JU4034.The horizontal coordinates were established by GPS observations
 JU4034.and adjusted by the National Geodetic Survey in May 1999..
 JU4034
 JU4034.The orthometric height was determined by GPS observations and a
 JU4034.high-resolution geoid model.
 JU4034
 JU4034.GPS derived orthometric heights for airport stations designated as
 JU4034.PACS or SACS are published to 2 decimal places.  This maintains
 JU4034.centimeter relative accuracy between the PACS and SACS.  It does
 JU4034.not indicate centimeter accuracy relative to other marks which are
 JU4034.part of the NAVD 88 network.
 JU4034
 JU4034.Photographs are available for this station.
 JU4034
 JU4034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4034
 JU4034.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4034
 JU4034.The ellipsoidal height was determined by GPS observations
 JU4034.and is referenced to NAD 83.
 JU4034
 JU4034.The geoid height was determined by GEOID03.
 JU4034
 JU4034;                    North         East     Units Scale Factor Converg.
 JU4034;SPC NJ       -    42,870.965   124,938.064   MT  0.99990773   -0 11 00.7
 JU4034;SPC NJ       -   140,652.49    409,900.96   sFT  0.99990773   -0 11 00.7
 JU4034;UTM  18      - 4,341,120.606   518,107.596   MT  0.99960404   +0 07 57.5
 JU4034
 JU4034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4034!SPC NJ       -   1.00000382  x   0.99990773  =   0.99991155
 JU4034!UTM  18      -   1.00000382  x   0.99960404  =   0.99960786
 JU4034
 JU4034:                Primary Azimuth Mark                     Grid Az
 JU4034:SPC NJ       -  WOODBINE PRIMARY PAIR 1                  300 14 33.3
 JU4034:UTM  18      -  WOODBINE PRIMARY PAIR 1                  299 55 35.1
 JU4034
 JU4034|---------------------------------------------------------------------|
 JU4034| PID    Reference Object                     Distance      Geod. Az  |
 JU4034|                                                           dddmmss.s |
 JU4034| JU4033 WOODBINE PRIMARY PAIR 1             APPROX. 0.6 KM 3000332.6 |
 JU4034|---------------------------------------------------------------------|
 JU4034
 JU4034                          SUPERSEDED SURVEY CONTROL
 JU4034
 JU4034  ELLIP H (10/23/02)  -24.37   (m)                       GP(       ) 4 1
 JU4034  ELLIP H (07/11/02)  -24.36   (m)                       GP(       ) 2 2
 JU4034  ELLIP H (05/14/99)  -24.39   (m)                       GP(       ) 4 1
 JU4034  NAD 83(1992)-  39 13 09.04638(N)    074 47 24.85206(W) AD(       ) 1
 JU4034  NAD 83(1991)-  39 13 09.03600(N)    074 47 24.85279(W) AD(       ) 2
 JU4034  ELLIP H (01/27/92)  -24.54   (m)                       GP(       ) 4 1
 JU4034  NAD 83(1986)-  39 13 09.03302(N)    074 47 24.85568(W) AD(       ) 2
 JU4034  NAD 27      -  39 13 08.61152(N)    074 47 26.24288(W) AD(       ) 2
 JU4034  NGVD 29 (08/10/88)   10.6    (m)           35.     (f) GPS OBS        
 JU4034
 JU4034.Superseded values are not recommended for survey control.
 JU4034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4034.See file dsdata.txt to determine how the superseded data were derived.
 JU4034
 JU4034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ1810841121(NAD 83)
 JU4034_MARKER: F = FLANGE-ENCASED ROD
 JU4034_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU4034_SP_SET: STAINLESS STEEL ROD
 JU4034_STAMPING: WOODBINE PP 2 1987
 JU4034_MARK LOGO: NGS   
 JU4034_PROJECTION: FLUSH
 JU4034_MAGNETIC: I = MARKER IS A STEEL ROD
 JU4034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4034+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2001
 JU4034_ROD/PIPE-DEPTH: 29.3 meters
 JU4034
 JU4034  HISTORY     - Date     Condition        Report By
 JU4034  HISTORY     - 1987     MONUMENTED       AEROS
 JU4034  HISTORY     - 1987     GOOD             AEROS
 JU4034  HISTORY     - 19900823 GOOD
 JU4034  HISTORY     - 19921023 GOOD             NJGS
 JU4034  HISTORY     - 19930301 GOOD             NJHA
 JU4034  HISTORY     - 19940830 GOOD             NJGS
 JU4034  HISTORY     - 20011020 GOOD             NGS
 JU4034
 JU4034                          STATION DESCRIPTION
 JU4034
 JU4034'DESCRIBED BY AERO SERVICE CORPORATION 1987 (UNK)
 JU4034'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI)
 JU4034'WEST-SOUTHWEST OF THE TOWN OF MT. PLEASANT, 3.5 KM (2.2 MI)
 JU4034'SOUTHEAST OF WOODBINE, 3.7 KM (2.3 MI) NORTHEAST OF DENNISVILLE,
 JU4034'WITHIN THE BOUNDARY OF THE WOODBINE AIRPORT.
 JU4034'OWNERSHIP--THE WOODBINE AIRPORT AUTHORITY, P.O. BOX 144, WOODBINE,
 JU4034'NEW JERSEY 08270, ATTN--MS. FRANCIS PEITT.  MANAGER--MR. FRANK P.
 JU4034'FANTASIA, C/O ADMIRAL AIR SERVICE, INC., KENNEDY DRIVE, WOODBINE,
 JU4034'NEW JERSEY 08270, PHONE NUMBER (609)861-5141.
 JU4034'
 JU4034'TO REACH THE STATION FROM THE POST OFFICE IN WOODBINE, CAPE MAY
 JU4034'COUNTY, NEW JERSEY, LOCATED AT CLAY STREET AND WASHINGTON AVE
 JU4034'(COUNTY ROUTE 557), GO NORTHEAST FOR 0.48 KM (0.30 MI) ON ROUTE 557
 JU4034'TO THE (T) INTERSECTION RIGHT OF COUNTY ROUTE 550 EAST.
 JU4034'TURN RIGHT AND GO SOUTHEAST FOR 3.06 KM (1.9 MI) ON ROUTE 550 TO A
 JU4034'SIDE ROAD RIGHT NAMED KENNEDY DRIVE.  TURN RIGHT AND GO SOUTHERLY
 JU4034'FOR 0.64 KM (0.4 MI) ON KENNEDY DRIVE TO THE WOODBINE AIRPORT
 JU4034'OFFICES AND THE STATION AS DESCRIBED.
 JU4034'
 JU4034'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JU4034'FLANGE WITH ACCESS COVER IS STAMPED---WOODBINE PP2 1987---, AND IS
 JU4034'FLUSH WITH THE GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JU4034'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT THE DEPTH OF 29.3 METERS
 JU4034'(96 FT), AND IS RECESSED 10 CM BELOW THE GROUND.  LOCATED
 JU4034'45.3 METERS (148.5 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE
 JU4034'RUNWAY,
 JU4034'18.1 METERS (59.3 FT) SOUTHWEST FROM THE CENTER OF THE TAXIWAY
 JU4034'LEADING TO THE SOUTHEAST END OF THE RUNWAY,
 JU4034'0.8 METERS (2.5 FT) NORTH FROM A CARSONITE WITNESS POST.
 JU4034
 JU4034                          STATION RECOVERY (1987)
 JU4034
 JU4034'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987
 JU4034'RECOVERED IN GOOD CONDITION.
 JU4034
 JU4034                          STATION RECOVERY (1990)
 JU4034
 JU4034'RECOVERED 1990
 JU4034'RECOVERED IN GOOD CONDITION.
 JU4034
 JU4034                          STATION RECOVERY (1992)
 JU4034
 JU4034'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 JU4034'THE STATION IS LOCATED IN THE BOROUGH OF WOODBINE ON THE GROUNDS OF
 JU4034'THE WOODBINE AIRPORT.  OWNERSHIP  WOODBINE PORT AUTHORITY, P.O. BOX
 JU4034'144, BOROUGH HALL, WOODBINE, NEW JERSEY 08270, ATTENTION AMY HELLER,
 JU4034'SECRETARY, PHONE  609 861 2800.  MR. FRANK FANTASIA, MANAGER OF
 JU4034'ADMIRAL AIR SERVICES, KENNEDY DRIVE, WOODBINE AIRPORT, WOODBINE, NEW
 JU4034'JERSEY 08270, PHONE  609 861 5141, REQUESTS THAT HE BE NOTIFIED
 JU4034'BEFORE OCCUPYING THE STATION.  TO REACH THE STATION FROM THE
 JU4034'INTERSECTION OF THE EXIT RAMP LEADING FROM THE SOUTHBOUND LANES OF
 JU4034'THE GARDEN STATE PARKWAY AND SEA ISLE BOULEVARD, COUNTY ROAD 625, AT
 JU4034'INTERCHANGE 17, GO NORTHWEST ON COUNTY ROAD 625 FOR 0.3 MI (0.5 KM)
 JU4034'TO THE TEE INTERSECTION WITH U.S. HIGHWAY 9.  TURN RIGHT AND GO
 JU4034'NORTHEAST ON U.S. HIGHWAY 9 FOR 0.6 MI (1.0 KM) TO THE TEE JUNCTION
 JU4034'WITH WOODBINE OCEAN VIEW ROAD, COUNTY ROAD 550, ON THE LEFT.  TURN
 JU4034'LEFT AND GO WEST THEN NORTHWEST ON COUNTY ROAD 550 FOR 3.9 MI
 JU4034'(6.3 KM) TO THE CROSSROADS INTERSECTION WITH DENNISVILLE PETERSBURG
 JU4034'ROAD, COUNTY ROAD 610, AND A TRAFFIC LIGHT.  CONTINUE WEST ON COUNTY
 JU4034'ROAD 550 FOR 0.55 MI (0.89 KM) TO THE TEE JUNCTION WITH KENNEDY
 JU4034'DRIVE, THE ENTRANCE ROAD TO THE WOODBINE AIRPORT, ON THE LEFT.  TURN
 JU4034'LEFT AND GO SOUTHWEST ON KENNEDY DRIVE FOR 0.35 MI (0.56 KM) TO THE
 JU4034'END OF ROAD AND A TEE JUNCTION WITH A PAVED ROAD ON THE LEFT, LEADING
 JU4034'TO SEVERAL HANGAR BUILDINGS.  TURN LEFT AND GO SOUTHEAST ON THE PAVED
 JU4034'ROAD, WHICH BECOMES A GRAVEL ROAD, FOR 0.15 MI (0.24 KM) TO THE LAST
 JU4034'HANGER BUILDING ON THE RIGHT.  BEAR RIGHT AROUND THE HANGAR TO THE
 JU4034'TAXIWAY.  TURN LEFT AND GO SOUTHEAST ON THE TAXIWAY FOR 0.05 MI
 JU4034'(0.08 KM) TO THE STATION ON THE RIGHT.  THE STATION IS 35.0 FT
 JU4034'(10.7 M) WEST FROM AND NORMAL TO THE WEST EDGE OF THE TAXIWAY LEADING
 JU4034'TO THE SOUTHEAST END OF RUNWAY 30 12, 107.0 FT (32.6 M) WEST
 JU4034'NORTHWEST FROM AND IN RANGE WITH THE CENTER OF A RED ILLUMINATED
 JU4034'TAXIWAY GUIDANCE LIGHT NUMBER 30 12 ON THE EAST SIDE OF THE TAXIWAY,
 JU4034'111.0 FT (33.8 M) NORTH NORTHEAST FROM AND NORMAL TO THE NORTH EDGE
 JU4034'OF PAVING OF RUNWAY 30 12 AND 151.5 FT (46.2 M) NORTH NORTHWEST FROM
 JU4034'THE CENTER OF A YELLOW ILLUMINATED TAXIWAY GUIDANCE LIGHT WITH THE
 JU4034'LETTER L AT THE JUNCTION OF THE TAXIWAY AND RUNWAY 30 12.  THE
 JU4034'STATION IS A STANDARD THREE DIMENSIONAL MARK.  THE LOGO FLANGE WITH
 JU4034'ACCESS COVER IS STAMPED, WOODBINE PP2 1987, AND IS FLUSH WITH THE
 JU4034'GROUND.  THE STATION IS A NINE SIXTEENTHS INCH DIAMETER STAINLESS
 JU4034'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 29.3 M (96.1 FT) AND IS
 JU4034'RECESSED 10 CM BELOW THE GROUND.
 JU4034
 JU4034                          STATION RECOVERY (1993)
 JU4034
 JU4034'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 JU4034'RECOVERED IN GOOD CONDITION.
 JU4034
 JU4034                          STATION RECOVERY (1994)
 JU4034
 JU4034'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 JU4034'THE STATION IS LOCATED IN THE BOROUGH OF WOODBINE ON THE GROUNDS OF
 JU4034'THE WOODBINE AIRPORT.  OWNERSHIP  WOODBINE PORT AUTHORITY, P.O. BOX
 JU4034'144, BOROUGH HALL, WOODBINE, NEW JERSEY 08270, ATTENTION AMY HELLER,
 JU4034'SECRETARY, PHONE  609 861 2800.  MR. FRANK FANTASIA, MANAGER OF
 JU4034'ADMIRAL AIR SERVICES, KENNEDY DRIVE, WOODBINE AIRPORT, WOODBINE, NEW
 JU4034'JERSEY 08270, PHONE  609 861 5141, REQUESTS THAT HE BE NOTIFIED BEFORE
 JU4034'OCCUPYING THE STATION.  TO REACH THE STATION FROM THE INTERSECTION OF
 JU4034'THE EXIT RAMP LEADING FROM THE SOUTHBOUND LANES OF THE GARDEN STATE
 JU4034'PARKWAY AND SEA ISLE BOULEVARD, COUNTY ROAD 625, AT INTERCHANGE 17, GO
 JU4034'NORTHWEST ON COUNTY ROAD 625 FOR 0.3 MI (0.5 KM) TO THE TEE
 JU4034'INTERSECTION WITH U.S. HIGHWAY 9.  TURN RIGHT AND GO NORTHEAST ON U.S.
 JU4034'HIGHWAY 9 FOR 0.6 MI (1.0 KM) TO THE TEE JUNCTION WITH WOODBINE OCEAN
 JU4034'VIEW ROAD, COUNTY ROAD 550, ON THE LEFT.  TURN LEFT AND GO WEST THEN
 JU4034'NORTHWEST ON COUNTY ROAD 550 FOR 3.9 MI (6.3 KM) TO THE CROSSROADS
 JU4034'INTERSECTION WITH DENNISVILLE PETERSBURG ROAD, COUNTY ROAD 610, AND A
 JU4034'TRAFFIC LIGHT.  CONTINUE WEST ON COUNTY ROAD 550 FOR 0.55 MI (0.89 KM)
 JU4034'TO THE TEE JUNCTION WITH KENNEDY DRIVE, THE ENTRANCE ROAD TO THE
 JU4034'WOODBINE AIRPORT, ON THE LEFT.  TURN LEFT AND GO SOUTHWEST ON KENNEDY
 JU4034'DRIVE FOR 0.35 MI (0.56 KM) TO THE END OF ROAD AND A TEE JUNCTION WITH
 JU4034'A PAVED ROAD ON THE LEFT, LEADING TO SEVERAL HANGAR BUILDINGS.  TURN
 JU4034'LEFT AND GO SOUTHEAST ON THE PAVED ROAD, WHICH BECOMES A GRAVEL ROAD,
 JU4034'FOR 0.15 MI (0.24 KM) TO THE LAST HANGER BUILDING ON THE RIGHT.  BEAR
 JU4034'RIGHT AROUND THE HANGAR TO THE TAXIWAY. TURN LEFT AND GO SOUTHEAST ON
 JU4034'THE TAXIWAY FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.  THE
 JU4034'STATION IS 35.0 FT (10.7 M) WEST FROM AND NORMAL TO THE WEST EDGE OF
 JU4034'THE TAXIWAY LEADING TO THE SOUTHEAST END OF RUNWAY 30 12, 107.0 FT
 JU4034'(32.6 M) WEST NORTHWEST FROM AND IN RANGE WITH THE CENTER OF A RED
 JU4034'ILLUMINATED TAXIWAY GUIDANCE LIGHT NUMBER 30 12 ON THE EAST SIDE OF
 JU4034'THE TAXIWAY, 111.0 FT (33.8 M) NORTH NORTHEAST FROM AND NORMAL TO THE
 JU4034'NORTH EDGE OF PAVING OF RUNWAY 30 12 AND 151.5 FT (46.2 M) NORTH
 JU4034'NORTHWEST FROM THE CENTER OF A YELLOW ILLUMINATED TAXIWAY GUIDANCE
 JU4034'LIGHT WITH THE LETTER L AT THE JUNCTION OF THE TAXIWAY AND RUNWAY 30
 JU4034'12.  THE STATION IS A STANDARD THREE DIMENSIONAL MARK.  THE LOGO
 JU4034'FLANGE WITH ACCESS COVER IS STAMPED, WOODBINE PP2 1987, AND IS FLUSH
 JU4034'WITH THE GROUND.  THE STATION IS A NINE SIXTEENTHS INCH DIAMETER
 JU4034'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 29.3 M (96.1 FT)
 JU4034'AND IS RECESSED 10 CM BELOW THE GROUND.
 JU4034
 JU4034                          STATION RECOVERY (2001)
 JU4034
 JU4034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 JU4034'RECOVERED AS DESCRIBED 10/20/2001 BY R.G. HAYES WITH THESE NOTES.
 JU4034' 
 JU4034'--NOTE-- THE ORIGINAL AND PREVIOUS DESCRITPIONS STATE THAT THE ROD
 JU4034'SETTING IS A (49 = STAINLESS STEEL ROD W/O SLEEVE) MY
 JU4034'RECONNAISSANCE PROVED THIS TO BE INCORRECT.  THE SETTING SHOULD
 JU4034'BE AND WAS CHANGED TO A (59 = STAINLESS STEEL ROD IN SLEEVE).  THE
 JU4034'RECON. PHOTOS SUPPORT MY CLAIM BUT THERE IS NO SLEEVE DEPTH
 JU4034'AVAILABLE.
 JU4034' 
 JU4034'NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION, (SACS).
 JU4034'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4830 ***********************************************************************
 KV4830  DESIGNATION -  WOODBRIDGE CHURCH 1903
 KV4830  PID         -  KV4830
 KV4830  STATE/COUNTY-  NJ/MIDDLESEX
 KV4830  USGS QUAD   -  PERTH AMBOY (1981)
 KV4830
 KV4830                         *CURRENT SURVEY CONTROL
 KV4830  ___________________________________________________________________
 KV4830* NAD 83(1996)-  40 33 42.54656(N)    074 16 24.66026(W)     ADJUSTED  
 KV4830* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 KV4830  ___________________________________________________________________
 KV4830  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 KV4830  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KV4830
 KV4830  HORZ ORDER  -  SECOND
 KV4830
 KV4830.The horizontal coordinates were established by classical geodetic methods
 KV4830.and adjusted by the National Geodetic Survey in September 1999..
 KV4830
 KV4830.The orthometric height was scaled from a topographic map.
 KV4830
 KV4830.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4830
 KV4830.The geoid height was determined by GEOID03.
 KV4830
 KV4830;                    North         East     Units Scale Factor Converg.
 KV4830;SPC NJ       -   191,917.165   169,178.935   MT  0.99990453   +0 08 50.2
 KV4830;SPC NJ       -   629,648.23    555,047.89   sFT  0.99990453   +0 08 50.2
 KV4830;SPC NY L     -    43,915.901   276,835.758   MT  1.00000749   -0 10 44.0
 KV4830;SPC NY L     -   144,080.75    908,251.98   sFT  1.00000749   -0 10 44.0
 KV4830;UTM  18      - 4,490,370.161   561,501.445   MT  0.99964656   +0 28 20.7
 KV4830
 KV4830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV4830!SPC NJ       -   1.00000421  x   0.99990453  =   0.99990874
 KV4830!SPC NY L     -   1.00000421  x   1.00000749  =   1.00001170
 KV4830!UTM  18      -   1.00000421  x   0.99964656  =   0.99965077
 KV4830
 KV4830:                Primary Azimuth Mark                     Grid Az
 KV4830:SPC NJ       -  BOGART                                   071 16 37.9
 KV4830:SPC NY L     -  BOGART                                   071 36 12.1
 KV4830:UTM  18      -  BOGART                                   070 57 07.4
 KV4830
 KV4830|---------------------------------------------------------------------|
 KV4830| PID    Reference Object                     Distance      Geod. Az  |
 KV4830|                                                           dddmmss.s |
 KV4830| KV3473 BOGART                              APPROX.14.1 KM 0712528.1 |
 KV4830|---------------------------------------------------------------------|
 KV4830
 KV4830                          SUPERSEDED SURVEY CONTROL
 KV4830
 KV4830  NAD 83(1996)-  40 33 42.54657(N)    074 16 24.66029(W) AD(       ) 2
 KV4830  NAD 83(1986)-  40 33 42.54699(N)    074 16 24.65619(W) AD(       ) 2
 KV4830  NAD 27      -  40 33 42.17500(N)    074 16 26.13400(W) AD(       ) 2
 KV4830
 KV4830.Superseded values are not recommended for survey control.
 KV4830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4830.See file dsdata.txt to determine how the superseded data were derived.
 KV4830
 KV4830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6150190370(NAD 83)
 KV4830_MARKER: Z = SEE DESCRIPTION
 KV4830_SETTING: 0 = UNSPECIFIED SETTING
 KV4830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV4830
 KV4830  HISTORY     - Date     Condition        Report By
 KV4830  HISTORY     - 1903     MONUMENTED       CGS
 KV4830  HISTORY     - 1931     SEE DESCRIPTION  CGS
 KV4830
 KV4830                          STATION DESCRIPTION
 KV4830
 KV4830'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (ATM)
 KV4830'THIS STATION IS THE WEATHER VANE ON THE SPIRE OF THE FIRST
 KV4830'PRESBYTERIAN CHURCH, SITUATED ON RAHWAY AVENUE, FREEMAN STREET
 KV4830'AND CATARET ROAD, TOWN OF WOODBRIDGE.
 KV4830'
 KV4830'THE CHURCH IS FRAME, MANSARD ROOF, WITH TALL SPIRE, ON TOP OF
 KV4830'WHICH IS WEATHER VANE WITH LARGE GILT BALL.
 KV4830'
 KV4830'THE CENTER OF WEATHER VANE WAS DROPPED TO FLOOR OF SPIRE BY MEANS
 KV4830'OF TRANSIT, AND CENTER MARKED WITH BRASS TACK.
 KV4830'
 KV4830'ECCENTRIC STATION WAS ESTABLISHED 1.135 METERS E OF CENTER, AND
 KV4830'INSTRUMENT WAS MOUNTED ON BOARD PLACED ON WINDOW SILL FROM WHICH
 KV4830'ALL OBSERVATIONS WERE MADE.
 KV4830'
 KV4830'THE STATION IS REACHED BY NEW JERSEY CENTRAL RAILROAD FROM JERSEY
 KV4830'CITY TO SEWAREN, THENCE BY TROLLEY TO CHURCH.
 KV4830
 KV4830                          STATION RECOVERY (1931)
 KV4830
 KV4830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4830'STATION RECOVERED IN GOOD CONDITION AS ORIGINALLY
 KV4830'DESCRIBED.  RE-NAMED SPIRE (WOODBRIDGE CHURCH).
 KV4830'
 KV4830'A COMPLETE DESCRIPTION FOLLOWS--
 KV4830'
 KV4830'THE PROMINENT SPIRE (IN WOODBRIDGE, ON THE E SIDE OF RAHWAY AVENUE
 KV4830'JUST N OF CARTERET ROAD) OF THE FIRST PRESBYTERIAN CHURCH, RISING
 KV4830'CENTRALLY FROM THE W SIDE OF THE WHITE, WOODEN CHURCH BUILDING.  IT
 KV4830'IS A TALL, WHITE, METAL-SHEATHED SPIRE.
 KV4830'
 KV4830'THE STATION IS THE ROD OF THE WEATHER VANE SET OVER A LARGE BALL
 KV4830'AT THE SPIRE-APEX, APPROXIMATELY 125 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4831 ***********************************************************************
 KV4831  DESIGNATION -  WOODBRIDGE PUB SCH 1 WEA VAN
 KV4831  PID         -  KV4831
 KV4831  STATE/COUNTY-  NJ/MIDDLESEX
 KV4831  USGS QUAD   -  PERTH AMBOY (1981)
 KV4831
 KV4831                         *CURRENT SURVEY CONTROL
 KV4831  ___________________________________________________________________
 KV4831* NAD 83(1996)-  40 33 19.85922(N)    074 16 50.24960(W)     ADJUSTED  
 KV4831* NAVD 88     -                                                        
 KV4831  ___________________________________________________________________
 KV4831  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 KV4831  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KV4831
 KV4831  HORZ ORDER  -  THIRD
 KV4831
 KV4831.The horizontal coordinates were established by classical geodetic methods
 KV4831.and adjusted by the National Geodetic Survey in September 1999..
 KV4831
 KV4831
 KV4831.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4831
 KV4831.The geoid height was determined by GEOID03.
 KV4831
 KV4831;                    North         East     Units Scale Factor Converg.
 KV4831;SPC NJ       -   191,215.899   168,578.748   MT  0.99990425   +0 08 33.5
 KV4831;SPC NJ       -   627,347.50    553,078.78   sFT  0.99990425   +0 08 33.5
 KV4831;SPC NY L     -    43,217.991   276,231.526   MT  1.00000805   -0 11 00.8
 KV4831;SPC NY L     -   141,791.03    906,269.60   sFT  1.00000805   -0 11 00.8
 KV4831;UTM  18      - 4,489,665.682   560,905.401   MT  0.99964566   +0 28 03.9
 KV4831
 KV4831                          SUPERSEDED SURVEY CONTROL
 KV4831
 KV4831  NAD 83(1996)-  40 33 19.85904(N)    074 16 50.24978(W) AD(       ) 4
 KV4831  NAD 83(1986)-  40 33 19.86140(N)    074 16 50.24498(W) AD(       ) 4
 KV4831  NAD 27      -  40 33 19.48600(N)    074 16 51.72100(W) AD(       ) 3
 KV4831
 KV4831.Superseded values are not recommended for survey control.
 KV4831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4831.See file dsdata.txt to determine how the superseded data were derived.
 KV4831
 KV4831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6090589666(NAD 83)
 KV4831
 KV4831  HISTORY     - Date     Condition        Report By
 KV4831  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4831
 KV4831                          STATION DESCRIPTION
 KV4831
 KV4831'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4831'THE WEATHER VANE IN WOODBRIDGE, ON THE NW CORNER OF SCHOOL AND
 KV4831'JAMES STREETS, ATOP SCHOOL NO. 1.  RISING FROM THE E END OF THE
 KV4831'RED BRICK BUILDING IS A SQUARE, ORNAMENTED, WOODEN CLOCK-TOWER.
 KV4831'
 KV4831'THE STATION IS THE VERTICAL-POST OF THE WEATHER VANE AT THE
 KV4831'APEX OF THIS TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4837 ***********************************************************************
 KV4837  DESIGNATION -  WOODBRIDGE ST JOSEPHS HOME CUP
 KV4837  PID         -  KV4837
 KV4837  STATE/COUNTY-  NJ/MIDDLESEX
 KV4837  USGS QUAD   -  PERTH AMBOY (1981)
 KV4837
 KV4837                         *CURRENT SURVEY CONTROL
 KV4837  ___________________________________________________________________
 KV4837* NAD 83(1996)-  40 32 50.72125(N)    074 16 39.87628(W)     ADJUSTED  
 KV4837* NAVD 88     -                                                        
 KV4837  ___________________________________________________________________
 KV4837  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 KV4837  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KV4837
 KV4837  HORZ ORDER  -  THIRD
 KV4837
 KV4837.The horizontal coordinates were established by classical geodetic methods
 KV4837.and adjusted by the National Geodetic Survey in September 1999..
 KV4837
 KV4837
 KV4837.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4837
 KV4837.The geoid height was determined by GEOID03.
 KV4837
 KV4837;                    North         East     Units Scale Factor Converg.
 KV4837;SPC NJ       -   190,317.812   168,825.046   MT  0.99990436   +0 08 40.1
 KV4837;SPC NJ       -   624,401.02    553,886.84   sFT  0.99990436   +0 08 40.1
 KV4837;SPC NY L     -    42,318.423   276,472.732   MT  1.00000878   -0 10 54.0
 KV4837;SPC NY L     -   138,839.69    907,060.95   sFT  1.00000878   -0 10 54.0
 KV4837;UTM  18      - 4,488,769.239   561,156.725   MT  0.99964604   +0 28 10.3
 KV4837
 KV4837                          SUPERSEDED SURVEY CONTROL
 KV4837
 KV4837  NAD 83(1996)-  40 32 50.72104(N)    074 16 39.87651(W) AD(       ) 4
 KV4837  NAD 83(1986)-  40 32 50.72333(N)    074 16 39.87166(W) AD(       ) 4
 KV4837  NAD 27      -  40 32 50.34800(N)    074 16 41.34800(W) AD(       ) 3
 KV4837
 KV4837.Superseded values are not recommended for survey control.
 KV4837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4837.See file dsdata.txt to determine how the superseded data were derived.
 KV4837
 KV4837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6115788769(NAD 83)
 KV4837_MARKER: 86 = CUPOLA
 KV4837
 KV4837  HISTORY     - Date     Condition        Report By
 KV4837  HISTORY     - 1931     FIRST OBSERVED   CGS
 KV4837
 KV4837                          STATION DESCRIPTION
 KV4837
 KV4837'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RWW)
 KV4837'THE FAIRLY PROMINENT CUPOLA ON A HILL JUST S OF WOODBRIDGE, ON
 KV4837'THE E SIDE OF AND 184 AMBOY AVENUE ATOP ST. JOSEPHS HOME, SISTERS
 KV4837'OF THE IMMACULATE CONCEPTION.  THIS ORNAMENTED, SQUARE, WOODEN
 KV4837'CUPOLA RISES CENTRALLY FROM THE MAIN ROOF OF THE RED BRICK HOUSE.
 KV4837'
 KV4837'THE STATION IS THE LARGE BALL AT THE CUPOLA-APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3096 ***********************************************************************
 JU3096  DESIGNATION -  WOODBURY
 JU3096  PID         -  JU3096
 JU3096  STATE/COUNTY-  NJ/GLOUCESTER
 JU3096  USGS QUAD   -  WOODBURY (1995)
 JU3096
 JU3096                         *CURRENT SURVEY CONTROL
 JU3096  ___________________________________________________________________
 JU3096* NAD 83(1996)-  39 50 30.26697(N)    075 09 04.58124(W)     ADJUSTED  
 JU3096* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 JU3096  ___________________________________________________________________
 JU3096  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 JU3096  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU3096
 JU3096  HORZ ORDER  -  SECOND
 JU3096
 JU3096.The horizontal coordinates were established by classical geodetic methods
 JU3096.and adjusted by the National Geodetic Survey in September 1999..
 JU3096
 JU3096.The orthometric height was scaled from a topographic map.
 JU3096
 JU3096.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3096
 JU3096.The geoid height was determined by GEOID03.
 JU3096
 JU3096;                    North         East     Units Scale Factor Converg.
 JU3096;SPC NJ       -   112,147.112    94,262.502   MT  0.99993823   -0 25 02.1
 JU3096;SPC NJ       -   367,935.98    309,259.56   sFT  0.99993823   -0 25 02.1
 JU3096;SPC PA S     -    59,723.544   822,398.184   MT  1.00001559   +1 41 09.7
 JU3096;SPC PA S     -   195,942.99  2,698,151.38   sFT  1.00001559   +1 41 09.7
 JU3096;UTM  18      - 4,410,203.185   487,057.656   MT  0.99960206   -0 05 48.9
 JU3096
 JU3096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3096!SPC NJ       -   1.00000459  x   0.99993823  =   0.99994282
 JU3096!SPC PA S     -   1.00000459  x   1.00001559  =   1.00002018
 JU3096!UTM  18      -   1.00000459  x   0.99960206  =   0.99960665
 JU3096
 JU3096|---------------------------------------------------------------------|
 JU3096| PID    Reference Object                     Distance      Geod. Az  |
 JU3096|                                                           dddmmss.s |
 JU3096| JU3097 CENTER OF BRI ON HWY 45 1933         79.309 METERS 07313     |
 JU3096| CB2388 WOODBURY RM 1                        58.116 METERS 07707     |
 JU3096| CB2389 WOODBURY RM 2                        42.139 METERS 11058     |
 JU3096| JU3083 PAULSBORO                           APPROX. 7.4 KM 2610344.7 |
 JU3096|---------------------------------------------------------------------|
 JU3096
 JU3096                          SUPERSEDED SURVEY CONTROL
 JU3096
 JU3096  NAD 83(1991)-  39 50 30.26447(N)    075 09 04.58309(W) AD(       ) 2
 JU3096  NAD 83(1986)-  39 50 30.25947(N)    075 09 04.58461(W) AD(       ) 2
 JU3096  NAD 27      -  39 50 29.85800(N)    075 09 05.93900(W) AD(       ) 2
 JU3096
 JU3096.Superseded values are not recommended for survey control.
 JU3096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3096.See file dsdata.txt to determine how the superseded data were derived.
 JU3096
 JU3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8705810203(NAD 83)
 JU3096_MARKER: DS = TRIANGULATION STATION DISK
 JU3096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3096_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3096
 JU3096  HISTORY     - Date     Condition        Report By
 JU3096  HISTORY     - 1933     MONUMENTED       CGS
 JU3096  HISTORY     - 1946     GOOD             CGS
 JU3096
 JU3096                          STATION DESCRIPTION
 JU3096
 JU3096'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3096'STATION IS ON THE N EDGE OF THE TOWN OF WOODBURY, NEW JERSEY
 JU3096'APPROXIMATELY 150 FEET W OF THE CENTER LINE OF STATE HIGHWAY
 JU3096'45.  IT IS ABOUT 90 FEET S OF WOODBURY CREEK AND 55 FEET N OF
 JU3096'THE RUINS OF AN OLD FOUNDATION.  NO AZIMUTH MARKS ARE VISIBLE
 JU3096'FROM THE GROUND.
 JU3096'
 JU3096'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 JU3096'IN CONCRETE.
 JU3096'
 JU3096'REFERENCE MARK NO.1 IS A STANDARD DISK CEMENTED IN THE TOP OF
 JU3096'W RETAINING WALL OF APPROACH TO HIGHWAY BRIDGE.  IT IS
 JU3096'APPROXIMATELY 40 FEET S OF THE S END OF THE BRIDGE.
 JU3096'
 JU3096'REFERENCE MARK NO.2 IS A STANDARD DISK CEMENTED IN THE TOP OF W
 JU3096'RETAINING WALL OF BRIDGE APPROACH.  IT IS APPROXIMATELY 33 FEET
 JU3096'N OF THE S END OF THE RETAINING WALL.  SEE SKETCH FOR DETAILS.
 JU3096
 JU3096                          STATION RECOVERY (1946)
 JU3096
 JU3096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3096'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 JU3096'ADEQUATE.  ALL DISTANCES TO REFERENCE MARKS WERE MEASURED AND
 JU3096'FOUND TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3095 ***********************************************************************
 JU3095  DESIGNATION -  WOODBURY COURTHOUSE CLOCK TWR
 JU3095  PID         -  JU3095
 JU3095  STATE/COUNTY-  NJ/GLOUCESTER
 JU3095  USGS QUAD   -  WOODBURY (1995)
 JU3095
 JU3095                         *CURRENT SURVEY CONTROL
 JU3095  ___________________________________________________________________
 JU3095* NAD 83(1996)-  39 50 18.73629(N)    075 09 11.88811(W)     ADJUSTED  
 JU3095* NAVD 88     -                                                        
 JU3095  ___________________________________________________________________
 JU3095  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 JU3095  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU3095
 JU3095  HORZ ORDER  -  THIRD
 JU3095
 JU3095.The horizontal coordinates were established by classical geodetic methods
 JU3095.and adjusted by the National Geodetic Survey in September 1999..
 JU3095
 JU3095
 JU3095.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3095
 JU3095.The geoid height was determined by GEOID03.
 JU3095
 JU3095;                    North         East     Units Scale Factor Converg.
 JU3095;SPC NJ       -   111,792.780    94,086.198   MT  0.99993848   -0 25 06.7
 JU3095;SPC NJ       -   366,773.48    308,681.13   sFT  0.99993848   -0 25 06.7
 JU3095;SPC PA S     -    59,362.952   822,234.990   MT  1.00001618   +1 41 05.0
 JU3095;SPC PA S     -   194,759.95  2,697,615.96   sFT  1.00001618   +1 41 05.0
 JU3095;SPC DE       -   204,135.542   222,542.485   MT  1.00000125   +0 10 07.4
 JU3095;SPC DE       -   669,734.69    730,124.80   sFT  1.00000125   +0 10 07.4
 JU3095;UTM  18      - 4,409,847.992   486,883.394   MT  0.99960212   -0 05 53.6
 JU3095
 JU3095                          SUPERSEDED SURVEY CONTROL
 JU3095
 JU3095  NAD 83(1991)-  39 50 18.73261(N)    075 09 11.88982(W) AD(       ) 4
 JU3095  NAD 83(1986)-  39 50 18.72895(N)    075 09 11.89192(W) AD(       ) 4
 JU3095  NAD 27      -  39 50 18.32300(N)    075 09 13.24700(W) AD(       ) 3
 JU3095
 JU3095.Superseded values are not recommended for survey control.
 JU3095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3095.See file dsdata.txt to determine how the superseded data were derived.
 JU3095
 JU3095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8688309848(NAD 83)
 JU3095_MARKER: 82 = FINIAL
 JU3095
 JU3095  HISTORY     - Date     Condition        Report By
 JU3095  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3095  HISTORY     - 1973     GOOD             NGS
 JU3095  HISTORY     - 19981114 GOOD             USPSQD
 JU3095  HISTORY     - 20050730 GOOD             GEOCAC
 JU3095
 JU3095                          STATION DESCRIPTION
 JU3095
 JU3095'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3095'THIS STATION IS THE FINIAL OF THE CLOCK TOWER OF THE GLOUCESTER
 JU3095'COUNTY COURTHOUSE AT THE N CORNER OF DELAWARE STREET AND BROAD
 JU3095'STREET FACING BROAD STREET.  THE COURTHOUSE IS A BROWN STONE
 JU3095'BUILDING.  A SQUARE BROWN STONE BELFRY RISES 25 FEET ABOVE TOP OF
 JU3095'FRONT CENTER OF THE BUILDING.  A BLACK WOODEN TOWER RISES 20 FEET
 JU3095'ABOVE THE STONE.  THE TOWER HAS A CLOCK IN EACH SIDE.  THE TOP
 JU3095'OF THE TOWER IS PYRAMIDAL SHAPE BLACK WOOD WITH A BALL AT THE
 JU3095'TIP.  ABOVE THE BALL IS FINIAL WITH WEATHER VANE AND CARDINAL
 JU3095'DIRECTION POINTERS.  THE BUILDING WAS ERECTED IN 1885.
 JU3095
 JU3095                          STATION RECOVERY (1973)
 JU3095
 JU3095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 JU3095'THE STATION WAS RECOVERED AS DESCRIBED.
 JU3095'
 JU3095'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3095'AT WOODBURY.
 JU3095
 JU3095                          STATION RECOVERY (1998)
 JU3095
 JU3095'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3095'RECOVERED IN GOOD CONDITION.
 JU3095
 JU3095                          STATION RECOVERY (2005)
 JU3095
 JU3095'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 JU3095'WOODEN TOWER IS NOW PAINTED A PALE PINK OR LILAC COLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2619 ***********************************************************************
 LY2619  DESIGNATION -  WOODPORT 2
 LY2619  PID         -  LY2619
 LY2619  STATE/COUNTY-  NJ/SUSSEX
 LY2619  USGS QUAD   -  FRANKLIN (1971)
 LY2619
 LY2619                         *CURRENT SURVEY CONTROL
 LY2619  ___________________________________________________________________
 LY2619* NAD 83(1996)-  41 00 39.99450(N)    074 35 29.14004(W)     ADJUSTED  
 LY2619* NAVD 88     -       409.7    (meters)    1344.     (feet)  GPS OBS   
 LY2619  ___________________________________________________________________
 LY2619  X           -   1,280,693.265 (meters)                     COMP
 LY2619  Y           -  -4,646,811.969 (meters)                     COMP
 LY2619  Z           -   4,163,601.704 (meters)                     COMP
 LY2619  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 LY2619  ELLIP HEIGHT-         377.09  (meters)          (10/23/02) GPS OBS
 LY2619  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 LY2619
 LY2619  HORZ ORDER  -  FIRST
 LY2619  ELLP ORDER  -  FOURTH    CLASS I
 LY2619
 LY2619.The horizontal coordinates were established by GPS observations
 LY2619.and adjusted by the National Geodetic Survey in May 1999..
 LY2619
 LY2619.The orthometric height was determined by GPS observations and a
 LY2619.high-resolution geoid model.
 LY2619
 LY2619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2619
 LY2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2619
 LY2619.The ellipsoidal height was determined by GPS observations
 LY2619.and is referenced to NAD 83.
 LY2619
 LY2619.The geoid height was determined by GEOID03.
 LY2619
 LY2619;                    North         East     Units Scale Factor Converg.
 LY2619;SPC NJ       -   241,785.231   142,309.766   MT  0.99990073   -0 03 36.0
 LY2619;SPC NJ       -   793,257.05    466,894.62   sFT  0.99990073   -0 03 36.0
 LY2619;UTM  18      - 4,540,070.714   534,355.819   MT  0.99961453   +0 16 05.2
 LY2619
 LY2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2619!SPC NJ       -   0.99994085  x   0.99990073  =   0.99984159
 LY2619!UTM  18      -   0.99994085  x   0.99961453  =   0.99955541
 LY2619
 LY2619:                Primary Azimuth Mark                     Grid Az
 LY2619:SPC NJ       -  HAMBURGH 1882                            018 44 40.7
 LY2619:UTM  18      -  HAMBURGH 1882                            018 24 59.5
 LY2619
 LY2619|---------------------------------------------------------------------|
 LY2619| PID    Reference Object                     Distance      Geod. Az  |
 LY2619|                                                           dddmmss.s |
 LY2619| LY2618 HAMBURGH 1882                       APPROX.16.1 KM 0184104.7 |
 LY2619|---------------------------------------------------------------------|
 LY2619
 LY2619                          SUPERSEDED SURVEY CONTROL
 LY2619
 LY2619  ELLIP H (05/14/99)  377.10   (m)                       GP(       ) 4 1
 LY2619  NAD 83(1996)-  41 00 39.99414(N)    074 35 29.14053(W) AD(       ) 1
 LY2619  NAD 83(1986)-  41 00 39.99412(N)    074 35 29.14108(W) AD(       ) 1
 LY2619  NAD 83(1986)-  41 00 39.99140(N)    074 35 29.13852(W) AD(       ) 1
 LY2619  NAD 27      -  41 00 39.64100(N)    074 35 30.56600(W) AD(       ) 1
 LY2619
 LY2619.Superseded values are not recommended for survey control.
 LY2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2619.See file dsdata.txt to determine how the superseded data were derived.
 LY2619
 LY2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3435640071(NAD 83)
 LY2619_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2619_SP_SET: CONCRETE POST
 LY2619_STAMPING: WOODPORT 2 1936
 LY2619_MARK LOGO: NJGS  
 LY2619_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2619+STABILITY: SURFACE MOTION
 LY2619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2619+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1993
 LY2619
 LY2619  HISTORY     - Date     Condition        Report By
 LY2619  HISTORY     - 1936     MONUMENTED       NJGS
 LY2619  HISTORY     - 1936     GOOD             NJGS
 LY2619  HISTORY     - 19930922 GOOD             NJGS
 LY2619
 LY2619                          STATION DESCRIPTION
 LY2619
 LY2619'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1936
 LY2619'STATION IS ABOUT 600 FEET NW OF THE SUSSEX-MORRIS COUNTY LINE,
 LY2619'ON THE TOP OF A WOODED RIDGE, 15 FEET NW OF A STONE FENCE.  IT IS
 LY2619'MARKED BY A STANDARD STATE SURVEY DISK, SET IN BEDROCK, 2 FEET
 LY2619'BELOW GROUND SURFACE, AND STAMPED WOODPORT 2 1936.  NO SURFACE MARK
 LY2619'WAS SET OWING TO INSUFFICIENT DEPTH OF SOIL.
 LY2619'
 LY2619'REFERENCE AND AZIMUTH MARKS ARE STANDARD STATE SURVEY DISKS
 LY2619'SET IN ROCK OUTCROP, WITH THE CAST LINE AT CENTER OF DISK ORIENTED
 LY2619'IN THE DIRECTION OF THE STATION.
 LY2619'
 LY2619'TO REACH THE STATION FROM THE VILLAGE OF WOODPORT, GO S ALONG
 LY2619'THE MAIN HIGHWAY TO A T-INTERSECTION OF DIRT ROAD 100 FEET S OF
 LY2619'CONCRETE BRIDGE OVER INLET TO LAKE HOPATCONG, THENCE E ALONG THIS
 LY2619'DIRT ROAD 2.1 MILES TO A Y-INTERSECTION.  BEAR LEFT AND CONTINUE
 LY2619'FOR 0.2 MILE, TURN RIGHT AND PROCEED 500 FEET ALONG A LANE TO THE
 LY2619'BASE OF A WOODED RIDGE, THIS BEING THE LIMIT OF TRUCK TRAVEL.
 LY2619'FROM HERE FOLLOW A PATH, LEADING N TO THE TOP OF RIDGE FOR ABOUT
 LY2619'650 FEET TO A STONE FENCE, THEN NE ALONG THE FENCE 300 FEET
 LY2619'TO STATION SITE.
 LY2619
 LY2619                          STATION RECOVERY (1936)
 LY2619
 LY2619'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1936
 LY2619'RECOVERED IN GOOD CONDITION.
 LY2619
 LY2619                          STATION RECOVERY (1993)
 LY2619
 LY2619'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 LY2619'THE STATION IS LOCATED ON THE MAHLON DICKERSON RESERVATION ON THE WEST
 LY2619'SIDE OF WELDON ROAD ALONG THE SUSSEX MORRIS COUNTY LINE, ON TOP OF A
 LY2619'HILL.  TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 15
 LY2619'AND WELDON ROAD IN WOODPORT, GO NORTH ON WELDON ROAD FOR 2.7 MI
 LY2619'(4.3 KM) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO 0.25 MI
 LY2619'(0.40 KM) UPHILL ON THE PAVED ROAD TO A LOCKED GATE.  PASS THROUGH
 LY2619'THE GATE AND CONTINUE UPHILL FOR 0.2 MI (0.3 KM) TO A WOODS ROAD ON
 LY2619'THE RIGHT.  TURN RIGHT AND FOLLOW THE WOODS ROAD FOR 500 FT
 LY2619'(152.4 M) TO A FENCE SURROUNDING A VERY TALL MICROWAVE RELAY TOWER.
 LY2619'PROPERTY ON WHICH THE TOWER IS LOCATED IS OWNED BY U.S. SPRINT, 500
 LY2619'WELDON ROAD.  CONTACT MR. THOMAS SHAW, PHONE  201 697 4323 AND LEASED
 LY2619'TO THE MOUNTAIN BROADCASTING COMPANY FOR THEIR CABLE TELEVISION
 LY2619'NETWORK, STATION WMBC, CHANNEL 63, CONTACT MR. JOON S. JOO, PHONE
 LY2619'201 697 0063.  FROM THE APPROXIMATE CENTER OF THE TOWER, PACK
 LY2619'NORTHEAST THROUGH THE WOODS ON AN AZIMUTH OF 54 DEGREES FROM MAGNETIC
 LY2619'NORTH FOR A DISTANCE OF 700 FT (213.4 M) ON A WELL FLAGGED OUT CUT
 LY2619'TRAIL, PARALLELING A STONE FENCE RUNNING IN A NORTHEAST SOUTHWEST
 LY2619'DIRECTION TO THE TOP OF THE HILL AND THE STATION, NEXT TO AN ORANGE
 LY2619'CARSONITE WITNESS POST.  THE STATION UNDERGROUND MARK WAS RECOVERED,
 LY2619'ALONG WITH REFERENCE MARK NUMBER 3. NO SURFACE STATION WAS EVER
 LY2619'ESTABLISHED.  THE STATION IS APPROXIMATELY 3 FT (0.9 M) UNDERGROUND.
 LY2619'REFERENCE MARK NUMBER 3 IS STAMPED RM 2. IN THE ORIGINAL
 LY2619'DESCRIPTION, IT WAS STATED THAT THE REFERENCE MARKS WERE SUPPOSED TO
 LY2619'BE SET WITH THE CAST LINE OF EACH DISK POINTING IN THE DIRECTION OF
 LY2619'THE STATION, INSTEAD IT WAS DISCOVERED THAT THE INSCRIPTION ON THE
 LY2619'DISK READS IN THE DIRECTION OF THE STATION.  THE DISTANCE FROM
 LY2619'REFERENCE MARK NUMBER 3 TO THE STATION WAS MEASURED AND IT CHECKED
 LY2619'WITH THE ORIGINAL DESCRIPTION.  THE OTHER REFERENCE MARKS WERE
 LY2619'SEARCHED FOR AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0823 ***********************************************************************
 KU0823  DESIGNATION -  WOODS
 KU0823  PID         -  KU0823
 KU0823  STATE/COUNTY-  NJ/MONMOUTH
 KU0823  USGS QUAD   -  SANDY HOOK (1981)
 KU0823
 KU0823                         *CURRENT SURVEY CONTROL
 KU0823  ___________________________________________________________________
 KU0823* NAD 83(1996)-  40 26 50.94885(N)    073 59 19.35163(W)     ADJUSTED  
 KU0823* NAVD 88     -         6.225  (meters)      20.42   (feet)  ADJUSTED  
 KU0823  ___________________________________________________________________
 KU0823  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 KU0823  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KU0823  DYNAMIC HT  -           6.223 (meters)      20.42  (feet)  COMP
 KU0823  MODELED GRAV-     980,197.5   (mgal)                       NAVD 88
 KU0823
 KU0823  HORZ ORDER  -  SECOND
 KU0823  VERT ORDER  -  FIRST     CLASS II
 KU0823
 KU0823.The horizontal coordinates were established by classical geodetic methods
 KU0823.and adjusted by the National Geodetic Survey in September 1999..
 KU0823
 KU0823.The orthometric height was determined by differential leveling
 KU0823.and adjusted by the National Geodetic Survey in June 1991..
 KU0823
 KU0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU0823
 KU0823.The geoid height was determined by GEOID03.
 KU0823
 KU0823.The dynamic height is computed by dividing the NAVD 88
 KU0823.geopotential number by the normal gravity value computed on the
 KU0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0823.degrees latitude (g = 980.6199 gals.).
 KU0823
 KU0823.The modeled gravity was interpolated from observed gravity values.
 KU0823
 KU0823;                    North         East     Units Scale Factor Converg.
 KU0823;SPC NJ       -   179,323.329   193,370.545   MT  0.99992315   +0 19 54.1
 KU0823;SPC NJ       -   588,329.96    634,416.53   sFT  0.99992315   +0 19 54.1
 KU0823;UTM  18      - 4,477,916.712   585,758.101   MT  0.99969053   +0 39 22.0
 KU0823
 KU0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU0823!SPC NJ       -   1.00000412  x   0.99992315  =   0.99992726
 KU0823!UTM  18      -   1.00000412  x   0.99969053  =   0.99969464
 KU0823
 KU0823|---------------------------------------------------------------------|
 KU0823| PID    Reference Object                     Distance      Geod. Az  |
 KU0823|                                                           dddmmss.s |
 KU0823| KU2825 BOMBPROOF USCA 1940                 241.010 METERS 00813     |
 KU0823| KU2826 B TOWER 2 USCA 1940                 APPROX. 0.8 KM 1545756.8 |
 KU0823| KU0824 WOODS RM 1                                         19216     |
 KU0823| KU0822 WOODS RM 2                                         27459     |
 KU0823| KU2823 SANDY HOOK PUMPHSE BLDG 82 STK      APPROX. 0.9 KM 2972254.4 |
 KU0823|---------------------------------------------------------------------|
 KU0823
 KU0823                          SUPERSEDED SURVEY CONTROL
 KU0823
 KU0823  NAD 83(1996)-  40 26 50.94875(N)    073 59 19.35134(W) AD(       ) 2
 KU0823  NAD 83(1986)-  40 26 50.94770(N)    073 59 19.35099(W) AD(       ) 2
 KU0823  NAD 27      -  40 26 50.55900(N)    073 59 20.85600(W) AD(       ) 2
 KU0823  NGVD 29 (04/16/92)    6.544  (m)           21.47   (f) ADJUSTED    1 2
 KU0823
 KU0823.Superseded values are not recommended for survey control.
 KU0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0823.See file dsdata.txt to determine how the superseded data were derived.
 KU0823
 KU0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK8575877917(NAD 83)
 KU0823_MARKER: DS = TRIANGULATION STATION DISK
 KU0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KU0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KU0823_STAMPING: WOODS 1940
 KU0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KU0823+STABILITY: SURFACE MOTION
 KU0823
 KU0823  HISTORY     - Date     Condition        Report By
 KU0823  HISTORY     - 1940     MONUMENTED       CGS
 KU0823  HISTORY     - 1952     GOOD             CGS
 KU0823  HISTORY     - 1952     GOOD             NGS
 KU0823  HISTORY     - 1962     SEE DESCRIPTION  CGS
 KU0823  HISTORY     - 1965     SEE DESCRIPTION  CGS
 KU0823  HISTORY     - 1972     MARK NOT FOUND   NGS
 KU0823  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 KU0823  HISTORY     - 19950622 MARK NOT FOUND   NJGS
 KU0823  HISTORY     - 19950625 MARK NOT FOUND   USPSQD
 KU0823
 KU0823                          STATION DESCRIPTION
 KU0823
 KU0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CIA)
 KU0823'STATION IS MARKED WITH A STANDARD U.S.C. AND G.S. DISK, STAMPED
 KU0823'WOODS 1940 AND SET IN THE TOP OF A CONCRETE POST ABOUT 12
 KU0823'IN. SQUARE AT THE TOP AND PROJECTING ABOUT 14 IN. ABOVE THE
 KU0823'SURFACE OF THE GROUND.
 KU0823'
 KU0823'STATION IS LOCATED JUST E OF THE THREE GREY WOODEN BUILDINGS
 KU0823'HOUSING THE B 2 STATIONS OF THE BATTERIES LISTED BELOW.  IT IS
 KU0823'ABOUT 25 FT. E OF THE NE CORNER OF THE MIDDLE BUILDING.
 KU0823'
 KU0823'THE REFERENCE MARKS ARE SET IN THE SIDEWALK IN FRONT OF THE
 KU0823'BUILDINGS (SET ACCORDING TO NOTE 11C).  REFERENCE MARK 1 IS ABOUT
 KU0823'6 FT. NW OF THE NW CORNER OF THE N BUILDING.  REFERENCE MARK 2
 KU0823'IS ABOUT 15 FT. SW OF THE SW CORNER OF THE N BUILDING.
 KU0823'
 KU0823'DISTANCE TO REFERENCE MARK 1 IS 28.383 M. (93.12 FT.) (SLOPE
 KU0823'MEASUREMENT).
 KU0823'
 KU0823'DISTANCE TO REFERENCE MARK 2 IS 21.213 M. (69.60 FT.) (HORIZONTAL
 KU0823'MEASUREMENT).
 KU0823'
 KU0823'FROM THE STATION THE FOLLOWING POINTS WERE DETERMINED BY
 KU0823'AZIMUTH AND DISTANCE--
 KU0823'
 KU0823'CONTROLLER (CHISELED CROSS CENTER OF CONCRETE INSTRUMENT BASE)
 KU0823'
 KU0823'B 2 PECK (CENTER OF INSTRUMENT STAND)
 KU0823'
 KU0823'B 2 GUNNISON (CENTER OF INSTRUMENT STAND)
 KU0823'
 KU0823'B 2 GRANGER (CENTER OF DPF INSTRUMENT)
 KU0823'
 KU0823'B 2 RICHARDSON (CENTER OF DPF INSTRUMENT)
 KU0823'
 KU0823'B 2 BLOOMFIELD (CENTER OF INSTRUMENT STAND)
 KU0823'
 KU0823'B 2 HALLECK (CENTER OF INSTRUMENT STAND)
 KU0823'
 KU0823'F 2 SEC (CENTER OF DPF INSTRUMENT)
 KU0823'
 KU0823'B 2 ALEXANDER (CENTER OF DPF INSTRUMENT)
 KU0823'
 KU0823'HEIGHT OF LIGHT ABOVE STATION MARK 19 METERS.
 KU0823
 KU0823                          STATION RECOVERY (1952)
 KU0823
 KU0823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CS)
 KU0823'AT FORT HANCOCK, ON SANDY HOOK, ABOUT 0.15 MI. S ALONG A
 KU0823'BLACK-TOP STREET FROM THE LIGHTHOUSE, THENCE ABOUT 1.35 MI. E
 KU0823'AND S ALONG A BLACK-TOP ROAD, ON THE OUTSIDE OF A SHARP CURVE
 KU0823'WITH TANGENTS EXTENDING N AND W, AT THE CENTER ONE OF A ROW OF
 KU0823'THREE GREY BUILDINGS, 35 FT. E-SE OF THE NE CORNER OF THE CENTER
 KU0823'BUILDING, 40 FT. S OF THE CENTERLINE OF A SAND ROAD THAT PASSES
 KU0823'BETWEEN THE TWO N BUILDINGS, AND ABOUT 4 FT. ABOVE THE DIM
 KU0823'ROAD.  A TRIANGULATION-STATION DISK, STAMPED WOODS 1940 AND
 KU0823'SET IN THE TOP OF A CONCRETE POST PROJECTING 18 IN.
 KU0823'ELEVATION--6.585 METERS (21.604 FEET).
 KU0823'
 KU0823'REFERENCE MARK 1 IS IN THE TOP OF THE NW CORNER OF THE CONCRETE
 KU0823'PORCH OF THE S ONE OF THREE GREY BUILDINGS, 7-1/2 FT. W OF THE
 KU0823'NW CORNER OF THE S BUILDING, 94 FT. SW OF THE STATION MARK, 10
 KU0823'FT. N OF THE N EDGE OF A MANHOLE COVER, AND ABOUT 4 FT. BELOW
 KU0823'THE LEVEL OF THE ROAD.  A TRIANGULATION REFERENCE-MARK DISK,
 KU0823'STAMPED WOODS NO 1 1940.  ELEVATION--4.653 METERS (15.266 FEET).
 KU0823'
 KU0823'REFERENCE MARK 2 IS IN THE TOP OF THE W EDGE OF THE SIDEWALK,
 KU0823'BETWEEN THE TWO N BUILDINGS OF A ROW OF THREE BUILDINGS, 4 FT. N
 KU0823'OF THE CENTERLINE OF A SAND ROAD THAT PASSES BETWEEN THE TWO N
 KU0823'BUILDINGS, 13 FT. SW OF THE SW CORNER OF THE N BUILDING, AND
 KU0823'ABOUT LEVEL WITH THE ROAD.  ELEVATION--5.844 METERS (19.173
 KU0823'FEET).
 KU0823
 KU0823                          STATION RECOVERY (1952)
 KU0823
 KU0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 KU0823'AT FORT HANCOCK.
 KU0823'AT FORT HANCOCK, ON SANDY HOOK, ABOUT 0.15 MILE SOUTH ALONG A
 KU0823'BLACK TOP STREET FROM THE LIGHTHOUSE, THENCE ABOUT 1.35 MILES
 KU0823'EAST AND SOUTH ALONG A BLACK TOP ROAD, ON THE OUTSIDE OF A
 KU0823'SHARP CURVE WITH TANGENTS EXTENDING NORTH AND WEST, AT THE
 KU0823'CENTER ONE OF A ROW OF THREE GREY BUILDINGS, 35 FEET
 KU0823'EAST-SOUTHEAST OF NORTHEAST CORNER OF CENTER BUILDING, 40 FEET
 KU0823'SOUTH OF CENTER LINE OF A SAND ROAD THAT PASSES BETWEEN THE TWO
 KU0823'NORTH BUILDINGS, ABOUT 4 FEET ABOVE DIM ROAD AND SET IN THE TOP
 KU0823'OF A CONCRETE POST PROJECTING 18 INCHES.
 KU0823
 KU0823                          STATION RECOVERY (1962)
 KU0823
 KU0823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 KU0823'RM 2 ONLY WAS RECOVERED IN GOOD CONDITION.
 KU0823'
 KU0823'THE STATION MARK WAS FOUND LYING PRONE, BURIED IN 3 INCHES OF SAND.
 KU0823'
 KU0823'RM 1 IS OBVIOUSLY DESTROYED, THE SIDEWALK HERE HAVING BEEN
 KU0823'BROKEN UP AND MOVED.
 KU0823'
 KU0823'RM2 IS 12.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF BUILDING
 KU0823'NO.408, NOW OCCUPIED BY THE NAVY (ITT LABORATORY), AND 6 FEET
 KU0823'NORTH OF A WATER STREET SHUT-OFF COVER, 8 INCHES IN DIAMETER,
 KU0823'WITH THE LETTER W CAST IN IT.
 KU0823'
 KU0823'SUBSURFACE MARK WAS NOT DUG FOR.
 KU0823
 KU0823                          STATION RECOVERY (1965)
 KU0823
 KU0823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS)
 KU0823'STATION MARK AND RM 1 ARE DESTROYED.  RM 2 WAS RECOVERED IN GOOD
 KU0823'CONDITION.  THE STATION MARK DISK WAS REMOVED FROM THE MONUMENT
 KU0823'AT THIS TIME AND PICKED UP.  IT WAS FOUND LYING PRONE, ON THE
 KU0823'TOP OF THE GROUND.  UNDERGROUND MARK WAS NOT RECOVERED, AFTER
 KU0823'MEASURING FROM RM 2 AND DIGGING.  STATION WAS IN UNSTABLE SAND
 KU0823'DUNE.
 KU0823
 KU0823                          STATION RECOVERY (1972)
 KU0823
 KU0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KU0823'STATION WAS SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED ALL MARKS
 KU0823'WERE DESTROYED DURING THE DESTRUCTION OF THE BUILDINGS WHICH WERE
 KU0823'IN THE AREA OF THE STATION.  THE WHOLD AREA HAS BEEN DUG UP BY
 KU0823'HEAVY EQUIPMENT AND THERE IS NO SIGN OF ANY OF THE BUILDINGS.
 KU0823'
 KU0823'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KU0823'IN SOUTH PART OF FORT HANCOCK.
 KU0823
 KU0823                          STATION RECOVERY (1992)
 KU0823
 KU0823'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0823'MARK NOT FOUND.
 KU0823
 KU0823                          STATION RECOVERY (1995)
 KU0823
 KU0823'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KU0823'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KU0823'SEARCH BY A TWO MAN PARTY.  THE BUILDINGS MENTIONED IN THE ORIGINAL
 KU0823'DESCRIPTION HAVE ALL BEEN REMOVED LONG AGO.
 KU0823
 KU0823                          STATION RECOVERY (1995)
 KU0823
 KU0823'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU0823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0824 ***********************************************************************
 KU0824  DESIGNATION -  WOODS RM 1
 KU0824  PID         -  KU0824
 KU0824  STATE/COUNTY-  NJ/MONMOUTH
 KU0824  USGS QUAD   -  SANDY HOOK (1981)
 KU0824
 KU0824                         *CURRENT SURVEY CONTROL
 KU0824  ___________________________________________________________________
 KU0824* NAD 83(1986)-  40 26 50.     (N)    073 59 18.     (W)     SCALED    
 KU0824* NAVD 88     -         4.293  (meters)      14.08   (feet)  ADJUSTED  
 KU0824  ___________________________________________________________________
 KU0824  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KU0824  DYNAMIC HT  -           4.291 (meters)      14.08  (feet)  COMP
 KU0824  MODELED GRAV-     980,197.6   (mgal)                       NAVD 88
 KU0824
 KU0824  VERT ORDER  -  FIRST     CLASS II
 KU0824
 KU0824.The horizontal coordinates were scaled from a topographic map and have
 KU0824.an estimated accuracy of +/- 6 seconds.
 KU0824
 KU0824.The orthometric height was determined by differential leveling
 KU0824.and adjusted by the National Geodetic Survey in June 1991..
 KU0824
 KU0824.The geoid height was determined by GEOID03.
 KU0824
 KU0824.The dynamic height is computed by dividing the NAVD 88
 KU0824.geopotential number by the normal gravity value computed on the
 KU0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0824.degrees latitude (g = 980.6199 gals.).
 KU0824
 KU0824.The modeled gravity was interpolated from observed gravity values.
 KU0824
 KU0824;                    North         East    Units  Estimated Accuracy
 KU0824;SPC NJ       -   179,290.      193,400.      MT  (+/- 180 meters Scaled)
 KU0824
 KU0824                          SUPERSEDED SURVEY CONTROL
 KU0824
 KU0824  NGVD 29 (04/16/92)    4.612  (m)           15.13   (f) ADJUSTED    1 2
 KU0824
 KU0824.Superseded values are not recommended for survey control.
 KU0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0824.See file dsdata.txt to determine how the superseded data were derived.
 KU0824
 KU0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK857778(NAD 83)
 KU0824_MARKER: DR = REFERENCE MARK DISK
 KU0824_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0824_SP_SET: CONCRETE PORCH
 KU0824_STAMPING: WOODS NO 1 1940
 KU0824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0824
 KU0824  HISTORY     - Date     Condition        Report By
 KU0824  HISTORY     - 1940     MONUMENTED       CGS
 KU0824  HISTORY     - 1952     GOOD             NGS
 KU0824  HISTORY     - 1964     MARK NOT FOUND   NGS
 KU0824  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 KU0824
 KU0824                          STATION DESCRIPTION
 KU0824
 KU0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KU0824'AT FORT HANCOCK.
 KU0824'AT FORT HANCOCK, ON SANDY HOOK, ABOUT 0.15 MILE SOUTH ALONG A BLACK
 KU0824'TOP STREET FROM THE LIGHT HOUSE, THENCE ABOUT 1.35 MILES EAST AND
 KU0824'SOUTH ALONG A BLACK TOP ROAD, ON THE OUTSIDE OF A SHARP CURVE
 KU0824'IN THE ROAD WITH TANGENTS EXTENDING NORTH AND WEST, IN THE TOP OF
 KU0824'THE NORTHWEST CORNER OF CONCRETE PORCH OF THE SOUTH ONE OF
 KU0824'THREE GREY BUILDINGS, 7 1/2 FEET WEST OF NORTHWEST CORNER OF SOUTH
 KU0824'BUILDING, 94 FEET SOUTHWEST OF STATION MARK, 10 FEET NORTH OF
 KU0824'NORTH EDGE OF A MAN HOLE COVER AND ABOUT 4 FEET BELOW LEVEL OF
 KU0824'ROAD.
 KU0824
 KU0824                          STATION RECOVERY (1964)
 KU0824
 KU0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KU0824'MARK NOT FOUND.
 KU0824
 KU0824                          STATION RECOVERY (1992)
 KU0824
 KU0824'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KU0824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU0822 ***********************************************************************
 KU0822  DESIGNATION -  WOODS RM 2
 KU0822  PID         -  KU0822
 KU0822  STATE/COUNTY-  NJ/MONMOUTH
 KU0822  USGS QUAD   -  SANDY HOOK (1981)
 KU0822
 KU0822                         *CURRENT SURVEY CONTROL
 KU0822  ___________________________________________________________________
 KU0822* NAD 83(1986)-  40 26 50.     (N)    073 59 16.     (W)     SCALED    
 KU0822* NAVD 88     -         5.482  (meters)      17.99   (feet)  ADJUSTED  
 KU0822  ___________________________________________________________________
 KU0822  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KU0822  DYNAMIC HT  -           5.480 (meters)      17.98  (feet)  COMP
 KU0822  MODELED GRAV-     980,197.6   (mgal)                       NAVD 88
 KU0822
 KU0822  VERT ORDER  -  FIRST     CLASS II
 KU0822
 KU0822.The horizontal coordinates were scaled from a topographic map and have
 KU0822.an estimated accuracy of +/- 6 seconds.
 KU0822
 KU0822.The orthometric height was determined by differential leveling
 KU0822.and adjusted by the National Geodetic Survey in June 1991..
 KU0822.WARNING-Repeat measurements at this control monument indicate possible
 KU0822.vertical movement.
 KU0822
 KU0822.The geoid height was determined by GEOID03.
 KU0822
 KU0822.The dynamic height is computed by dividing the NAVD 88
 KU0822.geopotential number by the normal gravity value computed on the
 KU0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU0822.degrees latitude (g = 980.6199 gals.).
 KU0822
 KU0822.The modeled gravity was interpolated from observed gravity values.
 KU0822
 KU0822;                    North         East    Units  Estimated Accuracy
 KU0822;SPC NJ       -   179,300.      193,450.      MT  (+/- 180 meters Scaled)
 KU0822
 KU0822                          SUPERSEDED SURVEY CONTROL
 KU0822
 KU0822  NGVD 29 (04/16/92)    5.803  (m)           19.04   (f) ADJUSTED    1 2
 KU0822
 KU0822.Superseded values are not recommended for survey control.
 KU0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU0822.See file dsdata.txt to determine how the superseded data were derived.
 KU0822
 KU0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK858778(NAD 83)
 KU0822_MARKER: DR = REFERENCE MARK DISK
 KU0822_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KU0822_SP_SET: SIDEWALK
 KU0822_STAMPING: WOODS 1940 NO 2
 KU0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU0822
 KU0822  HISTORY     - Date     Condition        Report By
 KU0822  HISTORY     - 1940     MONUMENTED       CGS
 KU0822  HISTORY     - 1964     GOOD             NGS
 KU0822  HISTORY     - 19950622 MARK NOT FOUND   NJGS
 KU0822  HISTORY     - 19950625 MARK NOT FOUND   USPSQD
 KU0822
 KU0822                          STATION DESCRIPTION
 KU0822
 KU0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KU0822'1.4 MI SE FROM FORT HANCOCK.
 KU0822'0.15 MILE SOUTH ALONG MAGRUDER ROAD FROM THE LIGHTHOUSE, THENCE
 KU0822'EAST ALONG GUNNISON ROAD FOR 1.25 MILES TO BUILDING NUMBER 408,
 KU0822'57.0 FEET NORTHEAST OF POWER LINE POLE NUMBER 109, 17.0 FEET
 KU0822'EAST OF THE CENTER LINE OF GUNNISON ROAD, 12.0 FEET SOUTHWEST
 KU0822'OF THE SOUTHWEST CORNER OF BUILDING NUMBER 408, 5.3 FEET WEST
 KU0822'OF THE EAST EDGE OF SIDEWALK, ABOUT LEVEL WITH GUNNISON ROAD
 KU0822'AND IS SET IN THE TOP OF THE EAST SIDE OF SIDEWALK.
 KU0822
 KU0822                          STATION RECOVERY (1995)
 KU0822
 KU0822'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KU0822'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KU0822'SEARCH BY A TWO MAN PARTY.  THE BUILDINGS AND SIDEWALKS MENTIONED IN
 KU0822'THE ORIGINAL DESCRIPTION HAVE ALL BEEN REMOVED LONG AGO.  THE STATION
 KU0822'IS CONSIDERED LOST.
 KU0822
 KU0822                          STATION RECOVERY (1995)
 KU0822
 KU0822'RECOVERY NOTE BY US POWER SQUADRON 1995
 KU0822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU3238 ***********************************************************************
 JU3238  DESIGNATION -  WOODSTOWN MUNICIPAL STANDPIPE
 JU3238  PID         -  JU3238
 JU3238  STATE/COUNTY-  NJ/SALEM
 JU3238  USGS QUAD   -  WOODSTOWN (1982)
 JU3238
 JU3238                         *CURRENT SURVEY CONTROL
 JU3238  ___________________________________________________________________
 JU3238* NAD 83(1996)-  39 39 28.80655(N)    075 19 25.31877(W)     ADJUSTED  
 JU3238* NAVD 88     -                                                        
 JU3238  ___________________________________________________________________
 JU3238  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 JU3238  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JU3238
 JU3238  HORZ ORDER  -  THIRD
 JU3238
 JU3238.The horizontal coordinates were established by classical geodetic methods
 JU3238.and adjusted by the National Geodetic Survey in September 1999..
 JU3238
 JU3238
 JU3238.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3238
 JU3238.The geoid height was determined by GEOID03.
 JU3238
 JU3238;                    North         East     Units Scale Factor Converg.
 JU3238;SPC NJ       -    91,869.951    79,318.071   MT  0.99996149   -0 31 32.6
 JU3238;SPC NJ       -   301,410.00    260,229.37   sFT  0.99996149   -0 31 32.6
 JU3238;SPC DE       -   184,061.702   207,978.235   MT  0.99999578   +0 03 33.6
 JU3238;SPC DE       -   603,875.77    682,341.93   sFT  0.99999578   +0 03 33.6
 JU3238;UTM  18      - 4,389,849.949   472,231.715   MT  0.99960949   -0 12 23.7
 JU3238
 JU3238                          SUPERSEDED SURVEY CONTROL
 JU3238
 JU3238  NAD 83(1991)-  39 39 28.80261(N)    075 19 25.31593(W) AD(       ) 4
 JU3238  NAD 83(1986)-  39 39 28.79643(N)    075 19 25.32229(W) AD(       ) 4
 JU3238  NAD 27      -  39 39 28.39500(N)    075 19 26.64000(W) AD(       ) 3
 JU3238
 JU3238.Superseded values are not recommended for survey control.
 JU3238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3238.See file dsdata.txt to determine how the superseded data were derived.
 JU3238
 JU3238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7223289850(NAD 83)
 JU3238_MARKER: 52 = STANDPIPE TANK
 JU3238
 JU3238  HISTORY     - Date     Condition        Report By
 JU3238  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3238  HISTORY     - 1946     GOOD             CGS
 JU3238  HISTORY     - 1957     GOOD             CGS
 JU3238  HISTORY     - 20040720 GOOD             GEOCAC
 JU3238
 JU3238                          STATION DESCRIPTION
 JU3238
 JU3238'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3238'THIS STATION IS THE CENTER OF THE WOODSTOWN MUNICIPAL STANDPIPE
 JU3238'ABOUT 0.2 MILE S OF HIGHWAY BRIDGE OVER PENNSYLVANIA RAILROAD,
 JU3238'ABOUT 50 FEET W OF PENNSYLVANIA RAILROAD TRACK, AND ABOUT 50
 JU3238'FEET N OF TOLWELL STREET.  IT IS A CYLINDRICAL SILVER STEEL
 JU3238'STANDPIPE ABOUT 15 FEET IN DIAMETER AND 120 FEET HIGH.
 JU3238
 JU3238                          STATION RECOVERY (1946)
 JU3238
 JU3238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3238'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 JU3238'EXCEPT FOR THE FOLLOWING CHANGE--
 JU3238'
 JU3238'CHANGE ABOUT 50 FEET N OF TOLWELL STREET TO ABOUT 50 FEET N
 JU3238'OF FOLWELL STREET.
 JU3238'
 JU3238'PREVIOUSLY LISTED AS WOODSTOWN STANDPIPE.
 JU3238
 JU3238                          STATION RECOVERY (1957)
 JU3238
 JU3238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CTH)
 JU3238'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JU3238
 JU3238                          STATION RECOVERY (2004)
 JU3238
 JU3238'RECOVERY NOTE BY GEOCACHING 2004 (STC)
 JU3238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4563 ***********************************************************************
 KV4563  DESIGNATION -  WOR N RADIO TWR 1 MI E RAHWAY
 KV4563  PID         -  KV4563
 KV4563  STATE/COUNTY-  NJ/MIDDLESEX
 KV4563  USGS QUAD   -  ARTHUR KILL (1981)
 KV4563
 KV4563                         *CURRENT SURVEY CONTROL
 KV4563  ___________________________________________________________________
 KV4563* NAD 83(1996)-  40 35 54.78492(N)    074 14 55.79847(W)     ADJUSTED  
 KV4563* NAVD 88     -                                                        
 KV4563  ___________________________________________________________________
 KV4563  LAPLACE CORR-           5.42  (seconds)                    DEFLEC99
 KV4563  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KV4563
 KV4563  HORZ ORDER  -  THIRD
 KV4563
 KV4563.The horizontal coordinates were established by classical geodetic methods
 KV4563.and adjusted by the National Geodetic Survey in September 1999..
 KV4563
 KV4563
 KV4563.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4563
 KV4563.The geoid height was determined by GEOID03.
 KV4563
 KV4563;                    North         East     Units Scale Factor Converg.
 KV4563;SPC NJ       -   196,001.460   171,257.569   MT  0.99990556   +0 09 48.4
 KV4563;SPC NJ       -   643,048.12    561,867.54   sFT  0.99990556   +0 09 48.4
 KV4563;SPC NY L     -    47,988.708   278,937.823   MT  1.00000449   -0 09 45.9
 KV4563;SPC NY L     -   157,442.95    915,148.51   sFT  1.00000449   -0 09 45.9
 KV4563;UTM  18      - 4,494,465.139   563,556.331   MT  0.99964972   +0 29 19.8
 KV4563
 KV4563                          SUPERSEDED SURVEY CONTROL
 KV4563
 KV4563  NAD 83(1996)-  40 35 54.78479(N)    074 14 55.79856(W) AD(       ) 4
 KV4563  NAD 83(1986)-  40 35 54.78555(N)    074 14 55.79339(W) AD(       ) 4
 KV4563  NAD 27      -  40 35 54.41000(N)    074 14 57.27000(W) AD(       ) 3
 KV4563
 KV4563.Superseded values are not recommended for survey control.
 KV4563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4563.See file dsdata.txt to determine how the superseded data were derived.
 KV4563
 KV4563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6355694465(NAD 83)
 KV4563_MARKER: 43 = RADIO/TV TOWER
 KV4563
 KV4563  HISTORY     - Date     Condition        Report By
 KV4563  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV4563
 KV4563                          STATION DESCRIPTION
 KV4563
 KV4563'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV4564 ***********************************************************************
 KV4564  DESIGNATION -  WOR S RADIO TWR 1 MI E RAHWAY
 KV4564  PID         -  KV4564
 KV4564  STATE/COUNTY-  NJ/MIDDLESEX
 KV4564  USGS QUAD   -  ARTHUR KILL (1981)
 KV4564
 KV4564                         *CURRENT SURVEY CONTROL
 KV4564  ___________________________________________________________________
 KV4564* NAD 83(1996)-  40 35 48.47703(N)    074 14 49.69034(W)     ADJUSTED  
 KV4564* NAVD 88     -                                                        
 KV4564  ___________________________________________________________________
 KV4564  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 KV4564  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV4564
 KV4564  HORZ ORDER  -  THIRD
 KV4564
 KV4564.The horizontal coordinates were established by classical geodetic methods
 KV4564.and adjusted by the National Geodetic Survey in September 1999..
 KV4564
 KV4564
 KV4564.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV4564
 KV4564.The geoid height was determined by GEOID03.
 KV4564
 KV4564;                    North         East     Units Scale Factor Converg.
 KV4564;SPC NJ       -   195,807.317   171,401.729   MT  0.99990564   +0 09 52.4
 KV4564;SPC NJ       -   642,411.17    562,340.51   sFT  0.99990564   +0 09 52.4
 KV4564;SPC NY L     -    47,793.727   279,080.889   MT  1.00000462   -0 09 41.9
 KV4564;SPC NY L     -   156,803.25    915,617.88   sFT  1.00000462   -0 09 41.9
 KV4564;UTM  18      - 4,494,271.866   563,701.554   MT  0.99964995   +0 29 23.7
 KV4564
 KV4564                          SUPERSEDED SURVEY CONTROL
 KV4564
 KV4564  NAD 83(1996)-  40 35 48.47691(N)    074 14 49.69041(W) AD(       ) 4
 KV4564  NAD 83(1986)-  40 35 48.47764(N)    074 14 49.68486(W) AD(       ) 4
 KV4564  NAD 27      -  40 35 48.11000(N)    074 14 51.16000(W) AD(       ) 3
 KV4564
 KV4564.Superseded values are not recommended for survey control.
 KV4564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV4564.See file dsdata.txt to determine how the superseded data were derived.
 KV4564
 KV4564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK6370294272(NAD 83)
 KV4564_MARKER: 43 = RADIO/TV TOWER
 KV4564
 KV4564  HISTORY     - Date     Condition        Report By
 KV4564  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV4564
 KV4564                          STATION DESCRIPTION
 KV4564
 KV4564'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU4377 ***********************************************************************
 JU4377  DESIGNATION -  WRANGLE
 JU4377  PID         -  JU4377
 JU4377  STATE/COUNTY-  NJ/ATLANTIC
 JU4377  USGS QUAD   -  MAYS LANDING (1989)
 JU4377
 JU4377                         *CURRENT SURVEY CONTROL
 JU4377  ___________________________________________________________________
 JU4377* NAD 83(1996)-  39 27 20.13786(N)    074 37 42.30191(W)     ADJUSTED  
 JU4377* NAVD 88     -        27.8    (meters)      91.     (feet)  GPS OBS   
 JU4377  ___________________________________________________________________
 JU4377  X           -   1,307,188.205 (meters)                     COMP
 JU4377  Y           -  -4,754,927.002 (meters)                     COMP
 JU4377  Z           -   4,031,494.196 (meters)                     COMP
 JU4377  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 JU4377  ELLIP HEIGHT-          -6.08  (meters)          (10/23/02) GPS OBS
 JU4377  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JU4377
 JU4377  HORZ ORDER  -  FIRST
 JU4377  ELLP ORDER  -  FOURTH    CLASS I
 JU4377
 JU4377.The horizontal coordinates were established by GPS observations
 JU4377.and adjusted by the National Geodetic Survey in May 1999..
 JU4377
 JU4377.The orthometric height was determined by GPS observations and a
 JU4377.high-resolution geoid model.
 JU4377
 JU4377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4377
 JU4377.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4377
 JU4377.The ellipsoidal height was determined by GPS observations
 JU4377.and is referenced to NAD 83.
 JU4377
 JU4377.The geoid height was determined by GEOID03.
 JU4377
 JU4377;                    North         East     Units Scale Factor Converg.
 JU4377;SPC NJ       -    69,083.230   138,948.476   MT  0.99990150   -0 04 53.8
 JU4377;SPC NJ       -   226,650.56    455,866.79   sFT  0.99990150   -0 04 53.8
 JU4377;UTM  18      - 4,367,402.181   531,968.687   MT  0.99961258   +0 14 10.1
 JU4377
 JU4377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4377!SPC NJ       -   1.00000095  x   0.99990150  =   0.99990245
 JU4377!UTM  18      -   1.00000095  x   0.99961258  =   0.99961353
 JU4377
 JU4377                          SUPERSEDED SURVEY CONTROL
 JU4377
 JU4377  ELLIP H (05/14/99)   -6.05   (m)                       GP(       ) 4 1
 JU4377  NAD 83(1992)-  39 27 20.12843(N)    074 37 42.30162(W) AD(       ) 1
 JU4377
 JU4377.Superseded values are not recommended for survey control.
 JU4377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4377.See file dsdata.txt to determine how the superseded data were derived.
 JU4377
 JU4377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3196967402(NAD 83)
 JU4377_MARKER: DD = SURVEY DISK
 JU4377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4377_SP_SET: CONCRETE POST
 JU4377_STAMPING: WRANGLE 1993
 JU4377_MARK LOGO: HAMTWP
 JU4377_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 JU4377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4377+STABILITY: SURFACE MOTION
 JU4377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4377+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JU4377
 JU4377  HISTORY     - Date     Condition        Report By
 JU4377  HISTORY     - 1993     MONUMENTED       HAMTWP
 JU4377
 JU4377                          STATION DESCRIPTION
 JU4377
 JU4377'DESCRIBED BY HAMILTON TOWNSHIP NEW JERSEY 1993
 JU4377'IN HAMILTON TOWNSHIP.  TO REACH FROM THE JUNCTION OF U.S. ROUTE 322
 JU4377'AND STATE ROUTE 50 AT MAYS LANDING, GO SOUTHEAST ON ROUTE 322 FOR 6.7
 JU4377'KM (4.2 MI) TO COUNTY ROUTE 575, WRANGLEBORO ROAD, JUST BEYOND
 JU4377'HAMILTON MALL AND THE ATLANTIC CITY RACE TRACK, GO NORTHEAST,
 JU4377'FOLLOWING THE JUGHANDLE AND BEARING TO THE RIGHT, GO NORTHEAST ON
 JU4377'COUNTY ROUTE 575 FOR 1.2 KM (0.7 MI) TO THE STATION ON THE RIGHT AND
 JU4377'JUST NORTHEAST OF THE ATLANTIC CITY EXPRESSWAY.
 JU4377'THE STATION IS SET FLUSH WITH THE GROUND ON THE SOUTHEAST SIDE OF
 JU4377'COUNTY ROUTE 575, 34.05 M (111.71 FT) NORTHEAST OF THE END OF THE
 JU4377'SIDEWALK ON THE BRIDGE CROSSING OVER THE EXPRESSWAY, 0.63 M
 JU4377'(2.07 FT) SOUTHEAST OF THE CURB ON THE SOUTHEAST SIDE OF THE ROAD,
 JU4377'AND 0.44 M (1.44 FT) NORTHWEST OF A STEEL GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1711 ***********************************************************************
 KV1711  DESIGNATION -  WRIGHT
 KV1711  PID         -  KV1711
 KV1711  STATE/COUNTY-  NJ/WARREN
 KV1711  USGS QUAD   -  EASTON (1994)
 KV1711
 KV1711                         *CURRENT SURVEY CONTROL
 KV1711  ___________________________________________________________________
 KV1711* NAD 83(1986)-  40 40 55.     (N)    075 11 30.     (W)     SCALED    
 KV1711* NAVD 88     -        58.146  (meters)     190.77   (feet)  ADJUSTED  
 KV1711  ___________________________________________________________________
 KV1711  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KV1711  DYNAMIC HT  -          58.119 (meters)     190.68  (feet)  COMP
 KV1711  MODELED GRAV-     980,158.1   (mgal)                       NAVD 88
 KV1711
 KV1711  VERT ORDER  -  SECOND    CLASS 0
 KV1711
 KV1711.The horizontal coordinates were scaled from a topographic map and have
 KV1711.an estimated accuracy of +/- 6 seconds.
 KV1711
 KV1711.The orthometric height was determined by differential leveling
 KV1711.and adjusted by the National Geodetic Survey in June 1991..
 KV1711
 KV1711.The geoid height was determined by GEOID03.
 KV1711
 KV1711.The dynamic height is computed by dividing the NAVD 88
 KV1711.geopotential number by the normal gravity value computed on the
 KV1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1711.degrees latitude (g = 980.6199 gals.).
 KV1711
 KV1711.The modeled gravity was interpolated from observed gravity values.
 KV1711
 KV1711;                    North         East    Units  Estimated Accuracy
 KV1711;SPC NJ       -   205,460.       91,530.      MT  (+/- 180 meters Scaled)
 KV1711
 KV1711                          SUPERSEDED SURVEY CONTROL
 KV1711
 KV1711  NGVD 29 (??/??/??)   58.364  (m)          191.48   (f) ADJUSTED    2 0
 KV1711
 KV1711.Superseded values are not recommended for survey control.
 KV1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1711.See file dsdata.txt to determine how the superseded data were derived.
 KV1711
 KV1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL838034(NAD 83)
 KV1711_MARKER: DB = BENCH MARK DISK
 KV1711_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1711_SP_SET: FOUNDATION
 KV1711_STAMPING: WRIGHT 1961
 KV1711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1711
 KV1711  HISTORY     - Date     Condition        Report By
 KV1711  HISTORY     - 1961     MONUMENTED       CGS
 KV1711
 KV1711                          STATION DESCRIPTION
 KV1711
 KV1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV1711'0.8 MI S FROM PHILLIPSBURG.
 KV1711'0.8 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE OLD
 KV1711'RAILROAD STATION AT PHILLIPSBURG TO A FREIGHT CAR WEIGHING SCALES,
 KV1711'SET IN THE NORTH WEST CORNER OF THE FOUNDATION WHICH IS ALSO THE
 KV1711'RETAINING WALL FOR THE SCALE PIT.  ABOUT 5 FEET NORTH EAST OF THE
 KV1711'NORTH EAST CORNER OF THE SCALE HOUSE AND ABOUT LEVEL WITH THE
 KV1711'RAIL OF THE TRACK ON THE SCALES.  THIS WEIGHING PLACE IS IN THE
 KV1711'YARDS OF THE PENNSYLVANIA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5714 ***********************************************************************
 KV5714  DESIGNATION -  WRIGHT 2
 KV5714  PID         -  KV5714
 KV5714  STATE/COUNTY-  NJ/BURLINGTON
 KV5714  USGS QUAD   -  BEVERLY (1973)
 KV5714
 KV5714                         *CURRENT SURVEY CONTROL
 KV5714  ___________________________________________________________________
 KV5714* NAD 83(1996)-  40 01 36.71762(N)    074 59 46.39565(W)     ADJUSTED  
 KV5714* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5714  ___________________________________________________________________
 KV5714  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 KV5714  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV5714
 KV5714  HORZ ORDER  -  THIRD
 KV5714
 KV5714.The horizontal coordinates were established by classical geodetic methods
 KV5714.and adjusted by the National Geodetic Survey in September 1999..
 KV5714
 KV5714.The orthometric height was scaled from a topographic map.
 KV5714
 KV5714.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5714
 KV5714.The geoid height was determined by GEOID03.
 KV5714
 KV5714;                    North         East     Units Scale Factor Converg.
 KV5714;SPC NJ       -   132,615.132   107,646.528   MT  0.99992208   -0 19 08.9
 KV5714;SPC NJ       -   435,088.15    353,170.32   sFT  0.99992208   -0 19 08.9
 KV5714;SPC PA S     -    80,670.748   835,022.404   MT  0.99998669   +1 47 11.9
 KV5714;SPC PA S     -   264,667.28  2,739,569.34   sFT  0.99998669   +1 47 11.9
 KV5714;UTM  18      - 4,430,739.096   500,322.447   MT  0.99960000   +0 00 08.7
 KV5714
 KV5714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5714!SPC NJ       -   1.00000506  x   0.99992208  =   0.99992714
 KV5714!SPC PA S     -   1.00000506  x   0.99998669  =   0.99999175
 KV5714!UTM  18      -   1.00000506  x   0.99960000  =   0.99960505
 KV5714
 KV5714|---------------------------------------------------------------------|
 KV5714| PID    Reference Object                     Distance      Geod. Az  |
 KV5714|                                                           dddmmss.s |
 KV5714| CB6555 WRIGHT 2 RM 1                        17.937 METERS 01950     |
 KV5714| CB6556 WRIGHT 2 RM 3                        20.667 METERS 09125     |
 KV5714| KV3713 WELLS 2                             APPROX. 1.1 KM 2200030.6 |
 KV5714| KV3694 HOLMESBURG SIGNATUR HOSIERY TK      APPROX. 2.5 KM 2864821.3 |
 KV5714| KV3682 TORRESDALE FILTER PLANT CUPOLA      APPROX. 1.7 KM 3220925.8 |
 KV5714| KV3700 TORRESDALE ROUND HOUSE CUPOLA       APPROX. 1.1 KM 3330713.7 |
 KV5714|---------------------------------------------------------------------|
 KV5714
 KV5714                          SUPERSEDED SURVEY CONTROL
 KV5714
 KV5714  NAD 83(1986)-  40 01 36.71553(N)    074 59 46.39700(W) AD(       ) 3
 KV5714  NAD 27      -  40 01 36.31300(N)    074 59 47.78300(W) AD(       ) 3
 KV5714
 KV5714.Superseded values are not recommended for survey control.
 KV5714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5714.See file dsdata.txt to determine how the superseded data were derived.
 KV5714
 KV5714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0032230739(NAD 83)
 KV5714
 KV5714  HISTORY     - Date     Condition        Report By
 KV5714  HISTORY     - 1911     MONUMENTED       CGS
 KV5714  HISTORY     - 1935     SEE DESCRIPTION  CGS
 KV5714  HISTORY     - 1947     GOOD             CGS
 KV5714
 KV5714                          STATION DESCRIPTION
 KV5714
 KV5714'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5714'STATION IS 2 MILES NE OF RIVERTON, ON WRIGHT POINT, ABOUT 1/4
 KV5714'MILE SW OF H.G. TAYLORS HOUSE, WHICH IS AT NW END OF TAYLORS
 KV5714'LANE.  NEAR HIGH WATER LINE ON A GRAVEL BEACH JUST OFF A 90 DEG
 KV5714'BEND IN A LEVEE, 13.3 METERS W OF THE N-S SECTION OF THE LEVEE,
 KV5714'2.89 METERS S OF NEAR SIDE OF A GNARLED 24-INCH ASH TREE.
 KV5714'
 KV5714'REMARKED, NOTES 1A AND 7A.  REFERENCE MARK NO. 1 IS A NAIL
 KV5714'CONCRETED IN THE UPPER END OF A TILE PIPE SURROUNDED BY
 KV5714'CONCRETE.  NEW REFERENCE MARK NO. 3, NOTE 11A, SET IN CENTER OF N-S
 KV5714'SECTION OF LEVEE.  REFERENCE MARK NO. 2 HAS BEEN DESTROYED.
 KV5714'
 KV5714'SUPPLEMENTAL SCHEME STATION.  ELEVATION OF SIGNAL 1.5 METERS.
 KV5714
 KV5714                          STATION RECOVERY (1947)
 KV5714
 KV5714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5714'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5714'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2610 ***********************************************************************
 JU2610  DESIGNATION -  WRIGHTS LIGHT CUPOLA
 JU2610  PID         -  JU2610
 JU2610  STATE/COUNTY-  NJ/OCEAN
 JU2610  USGS QUAD   -  SEASIDE PARK (1989)
 JU2610
 JU2610                         *CURRENT SURVEY CONTROL
 JU2610  ___________________________________________________________________
 JU2610* NAD 83(1996)-  39 55 45.57357(N)    074 07 24.09312(W)     ADJUSTED  
 JU2610* NAVD 88     -                                                        
 JU2610  ___________________________________________________________________
 JU2610  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 JU2610  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JU2610
 JU2610  HORZ ORDER  -  THIRD
 JU2610
 JU2610.The horizontal coordinates were established by classical geodetic methods
 JU2610.and adjusted by the National Geodetic Survey in September 1999..
 JU2610
 JU2610
 JU2610.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2610
 JU2610.The geoid height was determined by GEOID03.
 JU2610
 JU2610;                    North         East     Units Scale Factor Converg.
 JU2610;SPC NJ       -   121,735.893   182,192.766   MT  0.99991275   +0 14 30.3
 JU2610;SPC NJ       -   399,395.18    597,744.10   sFT  0.99991275   +0 14 30.3
 JU2610;UTM  18      - 4,420,280.967   574,907.405   MT  0.99966908   +0 33 45.7
 JU2610
 JU2610                          SUPERSEDED SURVEY CONTROL
 JU2610
 JU2610  NAD 83(1986)-  39 55 45.56736(N)    074 07 24.08944(W) AD(       ) 4
 JU2610  NAD 27      -  39 55 45.13700(N)    074 07 25.60000(W) AD(       ) 3
 JU2610
 JU2610.Superseded values are not recommended for survey control.
 JU2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2610.See file dsdata.txt to determine how the superseded data were derived.
 JU2610
 JU2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK7490720281(NAD 83)
 JU2610_MARKER: 86 = CUPOLA
 JU2610
 JU2610  HISTORY     - Date     Condition        Report By
 JU2610  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU2610  HISTORY     - 1962     GOOD             CGS
 JU2610  HISTORY     - 1967     GOOD             CGS
 JU2610
 JU2610                          STATION DESCRIPTION
 JU2610
 JU2610'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCS)
 JU2610'STATION IS LOCATED ON THE S BANK OF TOMS RIVER ABOUT ONE MILE W
 JU2610'OF THE MOUTH OF THE RIVER, IN BERKELEY TOWNSHIP, 300 FEET E OF THE
 JU2610'E END OF OCEAN GATE BOARDWALK.  THE STATION IS THE BEACON LIGHT
 JU2610'ON TOP OF THE CUPOLA OF A RUSTIC LOG HOUSE KNOWN AS WRIGHTS
 JU2610'LIGHT.  THE BUILDING IS HEXAGONAL IN SHAPE AND THE CUPOLA IS
 JU2610'ON THE MAIN PART OF THE BUILDING.  THE STATION WAS LOCATED AS
 JU2610'AN INTERSECTION TRIANGULATION STATION AND IS NOT MARKED.
 JU2610'
 JU2610'HEIGHT OF LIGHT ABOVE STATION MARK 25 FEET.
 JU2610
 JU2610                          STATION RECOVERY (1962)
 JU2610
 JU2610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAS)
 JU2610'RECOVERED IN GOOD CONDITION.  THE EASTERN END OF THE BUILDING
 JU2610'IS SQUARE, TWO STORIES HIGH WITH A PYRAMIDAL ROOF.  FROM THE
 JU2610'CENTER OF THIS SHINGLED ROOF RISES AN OCTAGONAL CUPOLA WITH A
 JU2610'GREEN METALLIC ROOF.
 JU2610'
 JU2610'TO REACH FROM THE OCEAN GATE POST OFFICE, GO NORTH ON OCEAN
 JU2610'GATE AVENUE FOR 1 BLOCK TO BAY VIEW AVENUE, TURN RIGHT AND
 JU2610'FOLLOW BAY VIEW AVENUE EAST FOR 0.9 MILE TO NARRAGANSETT AVENUE,
 JU2610'TURN LEFT ON NARRAGANSETT AVENUE AND GO 0.1 MILE TO THE EAST END
 JU2610'OF THE BOARDWALK, FOLLOW THE ROAD AROUND TO THE RIGHT FOR 300
 JU2610'FEET TO THE BUILDING ON THE LEFT.
 JU2610
 JU2610                          STATION RECOVERY (1967)
 JU2610
 JU2610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JKW)
 JU2610'THE STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION BY
 JU2610'C.A.S. IN 1962 IS ADEQUATE FOR PRESENT DAY RECOVERY WITH THE
 JU2610'FOLLOWING CORRECTION--THE BOARDWALK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9222 ***********************************************************************
 AA9222  SACS        -  This is a Secondary Airport Control Station.
 AA9222  DESIGNATION -  WWD A
 AA9222  PID         -  AA9222
 AA9222  STATE/COUNTY-  NJ/CAPE MAY
 AA9222  USGS QUAD   -  RIO GRANDE (1994)
 AA9222
 AA9222                         *CURRENT SURVEY CONTROL
 AA9222  ___________________________________________________________________
 AA9222* NAD 83(1992)-  39 00 58.61119(N)    074 54 18.03893(W)     ADJUSTED  
 AA9222* NAVD 88     -         4.04   (meters)      13.3    (feet)  GPS OBS   
 AA9222  ___________________________________________________________________
 AA9222  X           -   1,292,247.472 (meters)                     COMP
 AA9222  Y           -  -4,790,947.920 (meters)                     COMP
 AA9222  Z           -   3,993,701.827 (meters)                     COMP
 AA9222  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AA9222  ELLIP HEIGHT-         -31.25  (meters)          (09/23/02) GPS OBS
 AA9222  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 AA9222
 AA9222  HORZ ORDER  -  FIRST
 AA9222  ELLP ORDER  -  FOURTH    CLASS II
 AA9222
 AA9222.This mark is at Cape May County Airport (WWD)
 AA9222
 AA9222.The horizontal coordinates were established by GPS observations
 AA9222.and adjusted by the National Geodetic Survey in April 1998..
 AA9222
 AA9222.The orthometric height was determined by GPS observations and a
 AA9222.high-resolution geoid model.
 AA9222
 AA9222.GPS derived orthometric heights for airport stations designated as
 AA9222.PACS or SACS are published to 2 decimal places.  This maintains
 AA9222.centimeter relative accuracy between the PACS and SACS.  It does
 AA9222.not indicate centimeter accuracy relative to other marks which are
 AA9222.part of the NAVD 88 network.
 AA9222
 AA9222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9222
 AA9222.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9222
 AA9222.The ellipsoidal height was determined by GPS observations
 AA9222.and is referenced to NAD 83.
 AA9222
 AA9222.The geoid height was determined by GEOID03.
 AA9222
 AA9222;                    North         East     Units Scale Factor Converg.
 AA9222;SPC NJ       -    20,385.757   114,926.858   MT  0.99991514   -0 15 17.9
 AA9222;SPC NJ       -    66,882.27    377,055.87   sFT  0.99991514   -0 15 17.9
 AA9222;UTM  18      - 4,318,587.584   508,223.396   MT  0.99960083   +0 03 35.3
 AA9222
 AA9222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9222!SPC NJ       -   1.00000490  x   0.99991514  =   0.99992004
 AA9222!UTM  18      -   1.00000490  x   0.99960083  =   0.99960573
 AA9222
 AA9222                          SUPERSEDED SURVEY CONTROL
 AA9222
 AA9222  NAD 83(1993)-  39 00 58.61169(N)    074 54 18.03816(W) AD(       ) 1
 AA9222  ELLIP H (11/30/95)  -31.23   (m)                       GP(       ) 4 2
 AA9222
 AA9222.Superseded values are not recommended for survey control.
 AA9222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9222.See file dsdata.txt to determine how the superseded data were derived.
 AA9222
 AA9222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0822318588(NAD 83)
 AA9222_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9222_STAMPING: WWD A 1977
 AA9222_MARK LOGO: CGS   
 AA9222_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9222+STABILITY: SURFACE MOTION
 AA9222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9222+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 AA9222
 AA9222  HISTORY     - Date     Condition        Report By
 AA9222  HISTORY     - 1977     MONUMENTED       NOS
 AA9222  HISTORY     - 19940615 GOOD             NGS
 AA9222  HISTORY     - 19940813 GOOD             NGS
 AA9222  HISTORY     - 19961121 GOOD             NGS
 AA9222  HISTORY     - 20051114 GOOD             INDIV
 AA9222
 AA9222                          STATION DESCRIPTION
 AA9222
 AA9222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AA9222'THE STATION IS LOCATED NEAR RWY END 19, 134.8 FT (41.1 M) EAST OF EAST
 AA9222'EDGE OF RWY, 204.5 FT (62.3 M) SSE OF MOST EASTERLY THRESHOLD LIGHT
 AA9222'AND 128.1 FT (39.0 M) ENE OF 1ST RWY LT SOUTH OF THE RWY END AND 1.0
 AA9222'FT (0.3 M) SOUTH OF A METAL POST.  THE MARK IS STANDARD TOPO DISK SET
 AA9222'IN THE TOP OF A CONCRETE MONUMENT SET ABOUT 0.5 FT (15.2 CM) BELOW THE
 AA9222'SURFACE OF THE GROUND AND STAMPED, WWD A 1977.
 AA9222
 AA9222                          STATION RECOVERY (1994)
 AA9222
 AA9222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SER)
 AA9222'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) WEST FROM WILDWOOD, AT
 AA9222'THE CAPE MAY COUNTY AIRPORT, NEAR RUNWAY END 19.  OWNERSHIP--CAPE MAY
 AA9222'COUNTY.  P.O.  BOX 365, CAPE MAY COURTHOUSE, NEW JERSEY 08210. CONTACT
 AA9222'AL ALBRECHT, CAPE MAY COUNTY AIRPORT, 505 TERMINAL DRIVE, RIO GRANDE,
 AA9222'NJ, PHONE (609) 886-1755.
 AA9222' 
 AA9222'TO REACH THE AIRPORT FROM THE JUNCTION OF U.S.  HIGHWAY 9 AND STATE
 AA9222'ROUTE 47 IN WEST WILDWOOD, GO WEST 0.3 MI (0.5 KM) ON STATE ROUTE 47TO
 AA9222'COUNTY ROAD 626.  TURN LEFT AND GO SOUTH ON COUNTY 626 FOR 1.6 MI (2.6
 AA9222'KM) TO PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST ON BREAKWATER ROAD
 AA9222'0.7 MI (1.1 KM) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH 0.3 MI
 AA9222'(0.5 KM) ON LEXINGTON ROAD TO PAVED ROAD RIGHT. TURN RIGHT AND GO 0.15
 AA9222'MI (0.24 KM) ON FORRESTAL ROAD TO THE TERMINAL.
 AA9222' 
 AA9222'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE TERMINAL, GO
 AA9222'NORTH ACROSS THE APRON FOR 50 M (164.0 FT) TO THE PARALLEL TAXIWAY TO
 AA9222'RUNWAY 10-28, TURN RIGHT AND GO EAST ON THE TAXIWAY FOR 0.16 KM (0.10
 AA9222'MI) TO THE PARALLEL TAXIWAY TO RUNWAY 1-19, TURN LEFT AND GO NORTH ON
 AA9222'THE TAXIWAY FOR 1.28 KM (0.80 MI) TO A CONNECTING TAXIWAY RIGHT, TURN
 AA9222'RIGHT AND GO CROSSING RUNWAY END 19 FOR 0.24 KM (0.15 MI) TO THE
 AA9222'STATION.
 AA9222' 
 AA9222'THE STATION ISLOCATED 204.5 FT (62.3 M) SOUTH-SOUTHEAST OF THE MOST
 AA9222'EASTERLY THRESHOLD LIGHT, 134.8 FT (41.1 M) EAST OF THE EAST EDGE OF
 AA9222'RUNWAY 174.5 , 128.1 FT (39.0 M) EAST-NORTHEAST OF FIRST RUNWAY LIGHT
 AA9222'SOUTH OF THE NORTH END OF THE RUNWAY.  E STATION IS RECESSED 15 CM
 AA9222'BELOW GROUND SURFACE.
 AA9222' 
 AA9222'DESCRIBED BY KLF.
 AA9222
 AA9222                          STATION RECOVERY (1996)
 AA9222
 AA9222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9222'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) WEST FROM WILDWOOD, AT
 AA9222'THE CAPE MAY COUNTY AIRPORT, NEAR RUNWAY END 19.  OWNERSHIP--CAPE MAY
 AA9222'COUNTY.  P.O.  BOX 365, CAPE MAY COURTHOUSE, NEW JERSEY 08210. CONTACT
 AA9222'AL ALBRECHT, CAPE MAY COUNTY AIRPORT, 505 TERMINAL DRIVE, RIO GRANDE,
 AA9222'NJ, PHONE (609) 886-1755.  TO REACH THE AIRPORT FROM THE JUNCTION OF
 AA9222'U.S.  HIGHWAY 9 AND STATE ROUTE 47 IN WEST WILDWOOD, GO WEST 0.3 MI
 AA9222'(0.5 KM) ON STATE ROUTE 47TO COUNTY ROAD 626.  TURN LEFT AND GO SOUTH
 AA9222'ON COUNTY 626 FOR 1.6 MI (2.6 KM) TO PAVED ROAD RIGHT. TURN RIGHT AND
 AA9222'GO WEST ON BREAKWATER ROAD 0.7 MI (1.1 KM) TO A PAVED ROAD RIGHT.
 AA9222'TURN RIGHT AND GO NORTH 0.3 MI (0.5 KM) ON LEXINGTON ROAD TO PAVED
 AA9222'ROAD RIGHT.  TURN RIGHT AND GO 0.15 MI (0.24 KM) ON FORRESTAL ROAD TO
 AA9222'THE TERMINAL.  TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE
 AA9222'TERMINAL, GO NORTH ACROSS THE APRON FOR 50 M (164.0 FT) TO THE
 AA9222'PARALLEL TAXIWAY TO RUNWAY 10-28, TURN RIGHT AND GO EAST ON THE
 AA9222'TAXIWAY FOR 0.16 KM (0.10 MI) TO THE PARALLEL TAXIWAY TO RUNWAY 1-19,
 AA9222'TURN LEFT AND GO NORTH ON THE TAXIWAY FOR 1.28 KM (0.80 MI) TO A
 AA9222'CONNECTING TAXIWAY RIGHT, TURN RIGHT AND GO CROSSING RUNWAY END 19 FOR
 AA9222'0.24 KM (0.15 MI) TO THE STATION.  THE STATION ISLOCATED 204.5 FT
 AA9222'(62.3 M) SOUTH-SOUTHEAST OF THE MOST EASTERLY THRESHOLD LIGHT, 134.8
 AA9222'FT (41.1 M) EAST OF THE EAST EDGE OF RUNWAY 174.5 , 128.1 FT (39.0 M)
 AA9222'EAST-NORTHEAST OF FIRST RUNWAY LIGHT SOUTH OF THE NORTH END OF THE
 AA9222'RUNWAY.  E STATION IS RECESSED 15 CM BELOW GROUND SURFACE.  DESCRIBED
 AA9222'BY KLF.  NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION.
 AA9222
 AA9222                          STATION RECOVERY (2005)
 AA9222
 AA9222'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JFP)
 AA9222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9220 ***********************************************************************
 AA9220  CBN         -  This is a Cooperative Base Network Control Station.
 AA9220  PACS        -  This is a Primary Airport Control Station.
 AA9220  DESIGNATION -  WWD B
 AA9220  PID         -  AA9220
 AA9220  STATE/COUNTY-  NJ/CAPE MAY
 AA9220  USGS QUAD   -  RIO GRANDE (1994)
 AA9220
 AA9220                         *CURRENT SURVEY CONTROL
 AA9220  ___________________________________________________________________
 AA9220* NAD 83(1992)-  39 00 29.88858(N)    074 54 33.76248(W)     ADJUSTED  
 AA9220* NAVD 88     -         4.36   (meters)      14.3    (feet)  GPS OBS   
 AA9220  ___________________________________________________________________
 AA9220  X           -   1,292,027.472 (meters)                     COMP
 AA9220  Y           -  -4,791,584.963 (meters)                     COMP
 AA9220  Z           -   3,993,013.784 (meters)                     COMP
 AA9220  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AA9220  ELLIP HEIGHT-         -30.96  (meters)          (09/23/02) GPS OBS
 AA9220  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 AA9220
 AA9220  HORZ ORDER  -  B
 AA9220  ELLP ORDER  -  FOURTH    CLASS I
 AA9220
 AA9220.This mark is at Cape May County Airport (WWD)
 AA9220
 AA9220.The horizontal coordinates were established by GPS observations
 AA9220.and adjusted by the National Geodetic Survey in March 1998..
 AA9220
 AA9220.The orthometric height was determined by GPS observations and a
 AA9220.high-resolution geoid model.
 AA9220
 AA9220.GPS derived orthometric heights for airport stations designated as
 AA9220.PACS or SACS are published to 2 decimal places.  This maintains
 AA9220.centimeter relative accuracy between the PACS and SACS.  It does
 AA9220.not indicate centimeter accuracy relative to other marks which are
 AA9220.part of the NAVD 88 network.
 AA9220
 AA9220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9220
 AA9220.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9220
 AA9220.The ellipsoidal height was determined by GPS observations
 AA9220.and is referenced to NAD 83.
 AA9220
 AA9220.The geoid height was determined by GEOID03.
 AA9220
 AA9220;                    North         East     Units Scale Factor Converg.
 AA9220;SPC NJ       -    19,501.794   114,544.643   MT  0.99991547   -0 15 27.6
 AA9220;SPC NJ       -    63,982.14    375,801.88   sFT  0.99991547   -0 15 27.6
 AA9220;UTM  18      - 4,317,701.814   507,846.161   MT  0.99960076   +0 03 25.3
 AA9220
 AA9220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9220!SPC NJ       -   1.00000486  x   0.99991547  =   0.99992033
 AA9220!UTM  18      -   1.00000486  x   0.99960076  =   0.99960562
 AA9220
 AA9220                          SUPERSEDED SURVEY CONTROL
 AA9220
 AA9220  ELLIP H (03/24/98)  -30.95   (m)                       GP(       ) 4 1
 AA9220  NAD 83(1993)-  39 00 29.88908(N)    074 54 33.76171(W) AD(       ) B
 AA9220  ELLIP H (11/22/95)  -30.93   (m)                       GP(       ) 1 1
 AA9220
 AA9220.Superseded values are not recommended for survey control.
 AA9220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9220.See file dsdata.txt to determine how the superseded data were derived.
 AA9220
 AA9220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0784617702(NAD 83)
 AA9220_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9220_STAMPING: WWD B 1977
 AA9220_MARK LOGO: CGS   
 AA9220_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9220+STABILITY: SURFACE MOTION
 AA9220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9220+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 AA9220
 AA9220  HISTORY     - Date     Condition        Report By
 AA9220  HISTORY     - 1977     MONUMENTED       NOS
 AA9220  HISTORY     - 19940615 GOOD             NGS
 AA9220  HISTORY     - 19940822 GOOD             NGS
 AA9220  HISTORY     - 19961121 GOOD             NGS
 AA9220  HISTORY     - 19970115 GOOD             NGS
 AA9220  HISTORY     - 19970116 GOOD             NJGS
 AA9220  HISTORY     - 20051114 GOOD             INDIV
 AA9220
 AA9220                          STATION DESCRIPTION
 AA9220
 AA9220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AA9220'THE STATION IS LOCATED IN THE TRIANGULAR SHAPED GRASS INFIELD FORMED
 AA9220'BY THE RWYS 05-23, 10-28 AND 14-32.  IT IS 247.4 FT (75.4 M) SE OF A
 AA9220'LIGHTED WINDSOCK, 322.7 FT (98.4 M) NE OF A RWY LIGHT, 325.4 FT (99.2
 AA9220'M) NORTH OF NORTH EDGE OF RWY 10-28, 2.3 FT (0.7 M) SOUTH OF A METAL
 AA9220'POST.  THE STATION IS A STANDARD TOPO DISK SET IN A CONCRETE POST
 AA9220'FLUSH WITH THE GROUND AND STAMPED, WWD B 1977.
 AA9220
 AA9220                          STATION RECOVERY (1994)
 AA9220
 AA9220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9220'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) WEST FROM WILDWOOD, AT
 AA9220'THE CAPE MAY COUNTY AIRPORT, IN THE TRIANGLAR SHAPED GRASS INFIELD
 AA9220'FORMED BY THE RUNWAYS 05-23, 10-28 AND 14-32.  OWNERSHIP--CAPE MAY
 AA9220'COUNTY.  P.O.  BOX 365, CAPE MAY COURTHOUSE, NEW JERSEY 08210. CONTACT
 AA9220'AL ALBRECHT, CAPE MAY COUNTY AIRPORT, 505 TERMINAL DRIVE, RIO GRANDE,
 AA9220'NJ 08204, PHONE (609) 886-1755.
 AA9220' 
 AA9220'TO REACH THE AIRPORT FROM THE JUNCTION OF U.S.  HIGHWAY 9 AND STATE
 AA9220'ROUTE 47 IN WEST WILDWOOD, GO WEST 0.3 MI (0.5 KM) ON STATE ROUTE 47TO
 AA9220'COUNTY ROAD 626.  TURN LEFT AND GO SOUTH ON COUNTY 626 FOR 1.6 MI (2.6
 AA9220'KM) TO PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST ON BREAKWATER ROAD
 AA9220'0.7 MI (1.1 KM) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH 0.3 MI
 AA9220'(0.5 KM) ON LEXINGTON ROAD TO PAVED ROAD RIGHT. TURN RIGHT AND GO 0.15
 AA9220'MI (0.24 KM) ON FORRESTAL ROAD TO THE TERMINAL.  TO REACH THE STATION
 AA9220'FROM THE NORTHWEST CORNER OF THE TERMINAL, GO NORTH ACROSS AN APRON
 AA9220'ALONG A TAXIWAY AND ACROSS RUNWAY 10-28, FOR 0.3 KM (0.20 MI) TO
 AA9220'STATION ON LEFT.
 AA9220' 
 AA9220'LOCATED 247.4 FT (75.4 M) SOUTHEAST OF A LIGHTED WINDSOCK, 322.7 FT
 AA9220'(98.4 M) NORTHEAST OF A RUNWAY LIGHT, 325.4 FT (99.2 M) NORTH OF NORTH
 AA9220'EDGE OF RUNWAY 10-28, AND IS RECESSED 8 CM BELOW THE GROUND.
 AA9220' 
 AA9220'DESCRIBED BY KLF.
 AA9220
 AA9220                          STATION RECOVERY (1996)
 AA9220
 AA9220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9220'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) WEST FROM WILDWOOD, AT
 AA9220'THE CAPE MAY COUNTY AIRPORT, IN THE TRIANGLAR SHAPED GRASS INFIELD
 AA9220'FORMED BY THE RUNWAYS 05-23, 10-28 AND 14-32.  OWNERSHIP--CAPE MAY
 AA9220'COUNTY.  P.O.  BOX 365, CAPE MAY COURTHOUSE, NEW JERSEY 08210. CONTACT
 AA9220'AL ALBRECHT, CAPE MAY COUNTY AIRPORT, 505 TERMINAL DRIVE, RIO GRANDE,
 AA9220'NJ 08204, PHONE (609) 886-1755.  TO REACH THE AIRPORT FROM THE
 AA9220'JUNCTION OF U.S.  HIGHWAY 9 AND STATE ROUTE 47 IN WEST WILDWOOD, GO
 AA9220'WEST 0.3 MI (0.5 KM) ON STATE ROUTE 47TO COUNTY ROAD 626.  TURN LEFT
 AA9220'AND GO SOUTH ON COUNTY 626 FOR 1.6 MI (2.6 KM) TO PAVED ROAD RIGHT.
 AA9220'TURN RIGHT AND GO WEST ON BREAKWATER ROAD 0.7 MI (1.1 KM) TO A PAVED
 AA9220'ROAD RIGHT.  TURN RIGHT AND GO NORTH 0.3 MI (0.5 KM) ON LEXINGTON ROAD
 AA9220'TO PAVED ROAD RIGHT.  TURN RIGHT AND GO 0.15 MI (0.24 KM) ON FORRESTAL
 AA9220'ROAD TO THE TERMINAL.  TO REACH THE STATION FROM THE NORTHWEST CORNER
 AA9220'OF THE TERMINAL, GO NORTH ACROSS AN APRON ALONG A TAXIWAY AND ACROSS
 AA9220'RUNWAY 10-28, FOR 0.3 KM (0.20 MI) TO STATION ON LEFT.  LOCATED 247.4
 AA9220'FT (75.4 M) SOUTHEAST OF A LIGHTED WINDSOCK, 322.7 FT (98.4 M)
 AA9220'NORTHEAST OF A RUNWAY LIGHT, 325.4 FT (99.2 M) NORTH OF NORTH EDGE OF
 AA9220'RUNWAY 10-28, AND IS RECESSED 8 CM BELOW THE GROUND.  DESCRIBED BY
 AA9220'KLF.
 AA9220
 AA9220                          STATION RECOVERY (1997)
 AA9220
 AA9220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA9220'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  THIS STATION HAS
 AA9220'BEEN SELECTED AS THE PRIMARY AIRPORT CONTROL STATION (PACS) .
 AA9220
 AA9220                          STATION RECOVERY (1997)
 AA9220
 AA9220'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (ECB)
 AA9220'RECOVERED AS DESCRIBED.
 AA9220
 AA9220                          STATION RECOVERY (2005)
 AA9220
 AA9220'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JFP)
 AA9220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA9221 ***********************************************************************
 AA9221  SACS        -  This is a Secondary Airport Control Station.
 AA9221  DESIGNATION -  WWD C
 AA9221  PID         -  AA9221
 AA9221  STATE/COUNTY-  NJ/CAPE MAY
 AA9221  USGS QUAD   -  RIO GRANDE (1994)
 AA9221
 AA9221                         *CURRENT SURVEY CONTROL
 AA9221  ___________________________________________________________________
 AA9221* NAD 83(1996)-  39 00 12.75224(N)    074 54 17.13857(W)     ADJUSTED  
 AA9221* NAVD 88     -         5.62   (meters)      18.4    (feet)  GPS OBS   
 AA9221  ___________________________________________________________________
 AA9221  X           -   1,292,500.514 (meters)                     COMP
 AA9221  Y           -  -4,791,802.872 (meters)                     COMP
 AA9221  Z           -   3,992,603.922 (meters)                     COMP
 AA9221  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 AA9221  ELLIP HEIGHT-         -29.72  (meters)          (09/23/02) GPS OBS
 AA9221  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 AA9221
 AA9221  HORZ ORDER  -  FIRST
 AA9221  ELLP ORDER  -  FOURTH    CLASS II
 AA9221
 AA9221.This mark is at Cape May County Airport (WWD)
 AA9221
 AA9221.The horizontal coordinates were established by GPS observations
 AA9221.and adjusted by the National Geodetic Survey in October 1998..
 AA9221
 AA9221.The orthometric height was determined by GPS observations and a
 AA9221.high-resolution geoid model.
 AA9221
 AA9221.GPS derived orthometric heights for airport stations designated as
 AA9221.PACS or SACS are published to 2 decimal places.  This maintains
 AA9221.centimeter relative accuracy between the PACS and SACS.  It does
 AA9221.not indicate centimeter accuracy relative to other marks which are
 AA9221.part of the NAVD 88 network.
 AA9221
 AA9221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9221
 AA9221.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9221
 AA9221.The ellipsoidal height was determined by GPS observations
 AA9221.and is referenced to NAD 83.
 AA9221
 AA9221.The geoid height was determined by GEOID03.
 AA9221
 AA9221;                    North         East     Units Scale Factor Converg.
 AA9221;SPC NJ       -    18,971.611   114,942.228   MT  0.99991513   -0 15 17.1
 AA9221;SPC NJ       -    62,242.69    377,106.29   sFT  0.99991513   -0 15 17.1
 AA9221;UTM  18      - 4,317,173.988   508,246.526   MT  0.99960084   +0 03 35.8
 AA9221
 AA9221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9221!SPC NJ       -   1.00000466  x   0.99991513  =   0.99991979
 AA9221!UTM  18      -   1.00000466  x   0.99960084  =   0.99960550
 AA9221
 AA9221                          SUPERSEDED SURVEY CONTROL
 AA9221
 AA9221  ELLIP H (10/09/98)  -29.71   (m)                       GP(       ) 4 2
 AA9221  NAD 83(1993)-  39 00 12.75274(N)    074 54 17.13780(W) AD(       ) 1
 AA9221  ELLIP H (11/30/95)  -29.69   (m)                       GP(       ) 4 2
 AA9221
 AA9221.Superseded values are not recommended for survey control.
 AA9221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9221.See file dsdata.txt to determine how the superseded data were derived.
 AA9221
 AA9221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0824717174(NAD 83)
 AA9221_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9221_STAMPING: WWD C 1977
 AA9221_MARK LOGO: CGS   
 AA9221_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9221+STABILITY: SURFACE MOTION
 AA9221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9221+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2001
 AA9221
 AA9221  HISTORY     - Date     Condition        Report By
 AA9221  HISTORY     - 1977     MONUMENTED       NOS
 AA9221  HISTORY     - 19940615 GOOD             NGS
 AA9221  HISTORY     - 19940813 GOOD             NGS
 AA9221  HISTORY     - 19961121 GOOD             NGS
 AA9221  HISTORY     - 20010611 GOOD             NJGS
 AA9221
 AA9221                          STATION DESCRIPTION
 AA9221
 AA9221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AA9221'THE STATION IS LOCATED NEAR RWY 01, 174.5 FT (53.2 M) EAST OF EAST
 AA9221'EDGE OF RWY 01, 157.9 FT (48.1 M) NORTH OF NORTH EDGE OF TAXIWAY 167.8
 AA9221'FT (51.1 M) NE OF 1ST RWY LT NORTH OF RWY END, 225.2 FT (68.6 M) SE OF
 AA9221'2ND RWY 1T., AND 2.5 FT (0.8 M) SOUTH OF A METAL POST.  THE MARK IS A
 AA9221'STANDARD TOPO DISK SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND
 AA9221'AND STAMPED, WWD C 1977.
 AA9221
 AA9221                          STATION RECOVERY (1994)
 AA9221
 AA9221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SER)
 AA9221'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) WEST FROM WILDWOOD, AT
 AA9221'THE CAPE MAY COUNTY AIRPORT, NEAR RUNWAY 01.  OWNERSHIP--CAPE MAY
 AA9221'COUNTY.  P.O.  BOX 365, CAPE MAY COURTHOUSE, NEW JERSEY 08210. CONTACT
 AA9221'AL ALBRECHT, CAPE MAY COUNTY AIRPORT, 505 TERMINAL DRIVE, RIO GRANDE,
 AA9221'NJ 08204, PHONE (609) 886-1755.
 AA9221' 
 AA9221'TO REACH THE AIRPORT FROM THE JUNCTION OF U.S.  HIGHWAY 9 AND STATE
 AA9221'ROUTE 47 IN WEST WILDWOOD, GO WEST 0.3 MI (0.5 KM) ON STATE ROUTE 47
 AA9221'TO COUNTY ROAD 626.  TURN LEFT AND GO SOUTH ON COUNTY 626 FOR 1.6 MI
 AA9221'(2.6 KM) TO PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST ON BREAKWATER
 AA9221'ROAD 0.7 MI (1.1 KM) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH
 AA9221'0.3 MI (0.5 KM) ON LEXINGTON ROAD TO PAVED ROAD RIGHT.  TURN RIGHT AND
 AA9221'GO 0.15 MI (0.24 KM) ON FORRESTAL ROAD TO THE TERMINAL.
 AA9221' 
 AA9221'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE TERMINAL, GO
 AA9221'NORTH ACROSS AN APRON FOR 50 M (164.0 FT) TO A PARALLEL TAXIWAY TO
 AA9221'RUNWAY 10-28, TURN RIGHT ON THE TAXIWAY AND GO EAST FOR 0.16 KM (0.10
 AA9221'MI) TO PARALLEL TAXIWAY OF RUNWAY 1-19, TURN RIGHT AND GO SOUTH ON THE
 AA9221'TAXIWAY FOR 0.32 KM (0.20 MI) TO A CONNECTING TAXIWAY LEFT, TURN LEFT
 AA9221'AND GO EAST ON TAXIWAY, CROSSING THE RUNWAY END 1 FOR 0.24 KM (0.15
 AA9221'MI) TO THE STATION.
 AA9221' 
 AA9221'THE STATION IS LOCATED 174.5 FT (53.2 M) EAST OF THE EAST EDGE OF
 AA9221'RUNWAY 01, 167.8 FT (51.1 M) NORTHEAST OF THE FIRST RUNWAY LIGHT NORTH
 AA9221'OF RUNWAY END, 157.9 FT (48.1 M) NORTH OF NORTH EDGE OF TAXIWAY, 225.2
 AA9221'FT (68.6 M) SOUTHEAST OF SECOND RUNWAY LIGHT.
 AA9221' 
 AA9221'DESCRIBED BY KLF
 AA9221
 AA9221                          STATION RECOVERY (1996)
 AA9221
 AA9221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9221'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) WEST FROM WILDWOOD, AT
 AA9221'THE CAPE MAY COUNTY AIRPORT, NEAR RUNWAY 01.  OWNERSHIP--CAPE MAY
 AA9221'COUNTY.  P.O.  BOX 365, CAPE MAY COURTHOUSE, NEW JERSEY.  08210.
 AA9221'CONTACT AL ALBRECHT, CAPE MAY COUNTY AIRPORT, 505 TERMINAL DRIVE, RIO
 AA9221'GRANDE, NJ.  08204, PHONE (609) 886-1755.  TO REACH THE AIRPORT FROM
 AA9221'THE JUNCTION OF U.S.  HIGHWAY 9 AND STATE ROUTE 47 IN WEST WILDWOOD,
 AA9221'GO WEST 0.3 MI (0.5 KM) ON STATE ROUTE 47 TO COUNTY ROAD 626.  TURN
 AA9221'LEFT AND GO SOUTH ON COUNTY 626 FOR 1.6 MI (2.6 KM) TO PAVED ROAD
 AA9221'RIGHT.  TURN RIGHT AND GO WEST ON BREAKWATER ROAD 0.7 MI (1.1 KM) TO A
 AA9221'PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH 0.3 MI (0.5 KM) ON
 AA9221'LEXINGTON ROAD TO PAVED ROAD RIGHT.  TURN RIGHT AND GO 0.15 MI (0.24
 AA9221'KM) ON FORRESTAL ROAD TO THE TERMINAL.  TO REACH THE STATION FROM THE
 AA9221'NORTHWEST CORNER OF THE TERMINAL, GO NORTH ACROSS AN APRON FOR 50 M
 AA9221'(164.0 FT) TO A PARALLEL TAXIWAY TO RUNWAY 10-28, TURN RIGHT ON THE
 AA9221'TAXIWAY AND GO EAST FOR 0.16 KM (0.10 MI) TO PARALLEL TAXIWAY OF
 AA9221'RUNWAY 1-19, TURN RIGHT AND GO SOUTH ON THE TAXIWAY FOR 0.32 KM (0.20
 AA9221'MI) TO A CONNECTING TAXIWAY LEFT, TURN LEFT AND GO EAST ON TAXIWAY,
 AA9221'CROSSING THE RUNWAY END 1 FOR 0.24 KM (0.15 MI) TO THE STATION.  THE
 AA9221'STATION IS LOCATED 174.5 FT (53.2 M) EAST OF THE EAST EDGE OF RUNWAY
 AA9221'01, 167.8 FT (51.1 M) NORTHEAST OF THE FIRST RUNWAY LIGHT NORTH OF
 AA9221'RUNWAY END, 157.9 FT (48.1 M) NORTH OF NORTH EDGE OF TAXIWAY, 225.2 FT
 AA9221'(68.6 M) SOUTHEAST OF SECOND RUNWAY LIGHT. NOTE--THIS STATION IS A
 AA9221'SECONDARY AIRPORT CONTROL STATION.  DESCRIBED BY KLF
 AA9221
 AA9221                          STATION RECOVERY (2001)
 AA9221
 AA9221'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 AA9221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0469 ***********************************************************************
 JU0469  DESIGNATION -  WX 8
 JU0469  PID         -  JU0469
 JU0469  STATE/COUNTY-  NJ/CUMBERLAND
 JU0469  USGS QUAD   -  PORT ELIZABETH (1994)
 JU0469
 JU0469                         *CURRENT SURVEY CONTROL
 JU0469  ___________________________________________________________________
 JU0469* NAD 83(1986)-  39 18 31.     (N)    074 58 57.     (W)     SCALED    
 JU0469* NAVD 88     -         2.761  (meters)       9.06   (feet)  ADJUSTED  
 JU0469  ___________________________________________________________________
 JU0469  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JU0469  DYNAMIC HT  -           2.760 (meters)       9.06  (feet)  COMP
 JU0469  MODELED GRAV-     980,108.4   (mgal)                       NAVD 88
 JU0469
 JU0469  VERT ORDER  -  FIRST     CLASS II
 JU0469
 JU0469.The horizontal coordinates were scaled from a topographic map and have
 JU0469.an estimated accuracy of +/- 6 seconds.
 JU0469
 JU0469.The orthometric height was determined by differential leveling
 JU0469.and adjusted by the National Geodetic Survey in June 1991..
 JU0469
 JU0469.The geoid height was determined by GEOID03.
 JU0469
 JU0469.The dynamic height is computed by dividing the NAVD 88
 JU0469.geopotential number by the normal gravity value computed on the
 JU0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0469.degrees latitude (g = 980.6199 gals.).
 JU0469
 JU0469.The modeled gravity was interpolated from observed gravity values.
 JU0469
 JU0469;                    North         East    Units  Estimated Accuracy
 JU0469;SPC NJ       -    52,870.      108,390.      MT  (+/- 180 meters Scaled)
 JU0469
 JU0469                          SUPERSEDED SURVEY CONTROL
 JU0469
 JU0469  NGVD 29 (??/??/??)    3.154  (m)           10.35   (f) ADJUSTED    1 2
 JU0469
 JU0469.Superseded values are not recommended for survey control.
 JU0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0469.See file dsdata.txt to determine how the superseded data were derived.
 JU0469
 JU0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ015510(NAD 83)
 JU0469_MARKER: DB = BENCH MARK DISK
 JU0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0469_STAMPING: 10.348 WX 8 1930
 JU0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0469+STABILITY: SURFACE MOTION
 JU0469
 JU0469  HISTORY     - Date     Condition        Report By
 JU0469  HISTORY     - 1930     MONUMENTED       CGS
 JU0469  HISTORY     - 1934     GOOD             CGS
 JU0469  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0469
 JU0469                          STATION DESCRIPTION
 JU0469
 JU0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0469'AT PORT ELIZABETH.
 JU0469'AT PORT ELIZABETH, CUMBERLAND COUNTY, ON STATE HIGHWAY 47,
 JU0469'OPPOSITE THE NORTH EDGE OF PROPERTY BELONGING IN 1934 TO J. HOWARD
 JU0469'HEISLER, 70.5 FEET SOUTH OF POLE 724, 59 FEET NORTH OF POLE 725,
 JU0469'AND 24.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 JU0469'DISK, STAMPED 10.348 WX 8 1930 AND SET IN THE TOP OF A CONCRETE
 JU0469'POST PROJECTING 4 INCHES ABOVE GROUND.
 JU0469
 JU0469                          STATION RECOVERY (1934)
 JU0469
 JU0469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JU0469'RECOVERED IN GOOD CONDITION.
 JU0469
 JU0469                          STATION RECOVERY (1979)
 JU0469
 JU0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0469'LOST TO ROAD CONSTRUCTION, CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3434 ***********************************************************************
 KV3434  DESIGNATION -  X 101
 KV3434  PID         -  KV3434
 KV3434  STATE/COUNTY-  NJ/PASSAIC
 KV3434  USGS QUAD   -  PATERSON (1995)
 KV3434
 KV3434                         *CURRENT SURVEY CONTROL
 KV3434  ___________________________________________________________________
 KV3434* NAD 83(1986)-  40 55 01.     (N)    074 14 54.     (W)     SCALED    
 KV3434* NAVD 88     -        67.131  (meters)     220.25   (feet)  ADJUSTED  
 KV3434  ___________________________________________________________________
 KV3434  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KV3434  DYNAMIC HT  -          67.103 (meters)     220.15  (feet)  COMP
 KV3434  MODELED GRAV-     980,204.9   (mgal)                       NAVD 88
 KV3434
 KV3434  VERT ORDER  -  FIRST     CLASS II
 KV3434
 KV3434.The horizontal coordinates were scaled from a topographic map and have
 KV3434.an estimated accuracy of +/- 6 seconds.
 KV3434
 KV3434.The orthometric height was determined by differential leveling
 KV3434.and adjusted by the National Geodetic Survey in June 1991..
 KV3434
 KV3434.The geoid height was determined by GEOID03.
 KV3434
 KV3434.The dynamic height is computed by dividing the NAVD 88
 KV3434.geopotential number by the normal gravity value computed on the
 KV3434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3434.degrees latitude (g = 980.6199 gals.).
 KV3434
 KV3434.The modeled gravity was interpolated from observed gravity values.
 KV3434
 KV3434;                    North         East    Units  Estimated Accuracy
 KV3434;SPC NJ       -   231,360.      171,200.      MT  (+/- 180 meters Scaled)
 KV3434
 KV3434                          SUPERSEDED SURVEY CONTROL
 KV3434
 KV3434  NGVD 29 (??/??/??)   67.440  (m)          221.26   (f) ADJUSTED    1 2
 KV3434
 KV3434.Superseded values are not recommended for survey control.
 KV3434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3434.See file dsdata.txt to determine how the superseded data were derived.
 KV3434
 KV3434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL632298(NAD 83)
 KV3434_MARKER: DB = BENCH MARK DISK
 KV3434_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3434_SP_SET: STAINLESS STEEL ROD
 KV3434_STAMPING: X 101 1979
 KV3434_PROJECTION: FLUSH
 KV3434_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3434+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 KV3434_ROD/PIPE-DEPTH: 3.05 meters
 KV3434
 KV3434  HISTORY     - Date     Condition        Report By
 KV3434  HISTORY     - 1979     MONUMENTED       NGS
 KV3434  HISTORY     - 19960424 GOOD             STEWRT
 KV3434  HISTORY     - 20040927 GOOD             GILMOR
 KV3434
 KV3434                          STATION DESCRIPTION
 KV3434
 KV3434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3434'0.95 MI EAST FROM MOUNTAIN VIEW.
 KV3434'0.05 MILE EAST ALONG LEGION PLAZA FROM THE JUNCTION OF STATE ROUTE 23
 KV3434'IN MOUNTAIN VIEW, THENCE 0.9 MILE EAST ALONG PARISH ROAD TO THE MARK
 KV3434'ON THE LEFT, AT THE JUNCTION OF PARISH ROAD AND DARMOUTH ROAD ON THE
 KV3434'NORTH SIDE OF POWER POLE 60484-W WITH A STREET LIGHT, 1.85 MILES
 KV3434'WEST-NORTHWEST FROM THE MUNICIPAL BUILDING IN TOTOWA, 102 FEET SOUTH-
 KV3434'EAST OF THE SOUTHEAST CORNER OF WHITE 2 STORY HOUSE NUMBER 367,
 KV3434'42.5 FEET WEST OF THE CENTER LINE OF DARMOUTH ROAD, 21 FEET NORTH OF
 KV3434'THE CENTER LINE OF PARISH ROAD, 2.5 FEET NORTH OF POWER POLE 60484-W.
 KV3434'THE MARK IS 3 FT  NW FROM A WITNESS POST.
 KV3434'THE MARK IS ABOVE LEVEL WITH ROAD.
 KV3434
 KV3434                          STATION RECOVERY (1996)
 KV3434
 KV3434'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1996 (JMS)
 KV3434'GOOD.
 KV3434
 KV3434                          STATION RECOVERY (2004)
 KV3434
 KV3434'RECOVERY NOTE BY GILMORE AND ASSOCIATES, INCORPORATED 2004 (SJK)
 KV3434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2247 ***********************************************************************
 LY2247  DESIGNATION -  X 102
 LY2247  PID         -  LY2247
 LY2247  STATE/COUNTY-  NJ/PASSAIC
 LY2247  USGS QUAD   -  WAWAYANDA (1994)
 LY2247
 LY2247                         *CURRENT SURVEY CONTROL
 LY2247  ___________________________________________________________________
 LY2247* NAD 83(1986)-  41 08 47.     (N)    074 24 11.     (W)     SCALED    
 LY2247* NAVD 88     -       355.151  (meters)    1165.19   (feet)  ADJUSTED  
 LY2247  ___________________________________________________________________
 LY2247  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LY2247  DYNAMIC HT  -         354.992 (meters)    1164.67  (feet)  COMP
 LY2247  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 LY2247
 LY2247  VERT ORDER  -  FIRST     CLASS II
 LY2247
 LY2247.The horizontal coordinates were scaled from a topographic map and have
 LY2247.an estimated accuracy of +/- 6 seconds.
 LY2247
 LY2247.The orthometric height was determined by differential leveling
 LY2247.and adjusted by the National Geodetic Survey in June 1991..
 LY2247
 LY2247.The geoid height was determined by GEOID03.
 LY2247
 LY2247.The dynamic height is computed by dividing the NAVD 88
 LY2247.geopotential number by the normal gravity value computed on the
 LY2247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2247.degrees latitude (g = 980.6199 gals.).
 LY2247
 LY2247.The modeled gravity was interpolated from observed gravity values.
 LY2247
 LY2247;                    North         East    Units  Estimated Accuracy
 LY2247;SPC NJ       -   256,810.      158,140.      MT  (+/- 180 meters Scaled)
 LY2247
 LY2247                          SUPERSEDED SURVEY CONTROL
 LY2247
 LY2247  NGVD 29 (??/??/92)  355.453  (m)         1166.18   (f) ADJ UNCH    1 2
 LY2247
 LY2247.Superseded values are not recommended for survey control.
 LY2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2247.See file dsdata.txt to determine how the superseded data were derived.
 LY2247
 LY2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL500551(NAD 83)
 LY2247_MARKER: DV = VERTICAL CONTROL DISK
 LY2247_SETTING: 66 = SET IN ROCK OUTCROP
 LY2247_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LY2247_STAMPING: X 102 1979
 LY2247_MARK LOGO: NGS   
 LY2247_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2247+STABILITY: POSITION/ELEVATION WELL
 LY2247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2247+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1992
 LY2247
 LY2247  HISTORY     - Date     Condition        Report By
 LY2247  HISTORY     - 1979     MONUMENTED       NGS
 LY2247  HISTORY     - 19921016 GOOD             NJGS
 LY2247  HISTORY     - 19950904 GOOD             USPSQD
 LY2247
 LY2247                          STATION DESCRIPTION
 LY2247
 LY2247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2247'7.90 MI NNE FROM NEWFOUNDLAND.
 LY2247'7.85 MILES NORTH-NORTHEAST ALONG CLINTON ROAD FROM THE JUNCTION OF
 LY2247'STATE ROUTE 23 IN NEWFOUNDLAND, THENCE ABOUT 0.05 MILE EAST ALONG A
 LY2247'WOODS ROAD AND THE MARK ON THE RIGHT, IN TOP OF A ROCK OUTCROP 4X7-
 LY2247'FEET, 153 FEET SOUTHEAST OF THE CENTER LINE OF CLINTON ROAD, 135 FEET
 LY2247'SOUTHEAST OF POWER POLE BDD-41.127, 125 FEET SOUTHEAST OF A 16-INCH
 LY2247'TRIANGLE BLAZED OAK TREE AT THE ENTRANCE OF THE WOODS ROAD, 24 FEET
 LY2247'SOUTH OF THE CENTER OF THE WOODS ROAD, 12.5 FEET NORTHEAST OF A 8-
 LY2247'INCH TRIANGLE BLAZED MAPLE TREE.
 LY2247'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 LY2247'THE MARK IS 8 FT ABOVE ROAD.
 LY2247
 LY2247                          STATION RECOVERY (1992)
 LY2247
 LY2247'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 LY2247'THE STATION IS LOCATED IN WEST MILFORD TOWNSHIP ON THE SOUTHEAST SIDE
 LY2247'OF CLINTON ROAD, JUST SOUTHEAST FROM A TENNACO GAS PIPELINE METERING
 LY2247'STATION.  TO REACH THE STATION FROM THE WYE INTERSECTION OF WARWICK
 LY2247'TURNPIKE AND THE END OF UNION VALLEY ROAD, COUNTY ROAD 513, IN
 LY2247'BROWNS, GO WEST NORTHWEST ON WARWICK TURNPIKE FOR 2.15 MI (3.46 KM)
 LY2247'TO THE WYE INTERSECTION WITH CLINTON ROAD.  BEAR TO THE LEFT AND GO
 LY2247'SOUTHWEST ON CLINTON ROAD FOR 1.40 MI (2.25 KM) TO THE TENNACO GAS
 LY2247'PIPELINE METERING STATION ON THE LEFT AND A DIM WOODS ROAD ON THE
 LY2247'LEFT, JUST PAST THE METERING STATION.  TURN LEFT ON THE WOODS ROAD
 LY2247'AND GO 200 FT (61.0 M) TO THE STATION ON THE RIGHT, SET FLUSH IN A
 LY2247'DRILL HOLE IN THE TOP OF A LARGE ROCK OUTCROP.  THE STATION IS ABOUT
 LY2247'42 M (137.8 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF A 10 FT
 LY2247'(3.0 M) HIGH CHAIN LINK FENCE SURROUNDING THE GAS PIPELINE METERING
 LY2247'STATION.
 LY2247
 LY2247                          STATION RECOVERY (1995)
 LY2247
 LY2247'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY2247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0114 ***********************************************************************
 KV0114  TIDAL BM    -  This is a Tidal Bench Mark.
 KV0114  DESIGNATION -  X 11
 KV0114  PID         -  KV0114
 KV0114  STATE/COUNTY-  NJ/ESSEX
 KV0114  USGS QUAD   -  ORANGE (1981)
 KV0114
 KV0114                         *CURRENT SURVEY CONTROL
 KV0114  ___________________________________________________________________
 KV0114* NAD 83(1986)-  40 46 53.     (N)    074 09 11.     (W)     SCALED    
 KV0114* NAVD 88     -         5.086  (meters)      16.69   (feet)  ADJUSTED  
 KV0114  ___________________________________________________________________
 KV0114  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KV0114  DYNAMIC HT  -           5.084 (meters)      16.68  (feet)  COMP
 KV0114  MODELED GRAV-     980,220.7   (mgal)                       NAVD 88
 KV0114
 KV0114  VERT ORDER  -  FIRST     CLASS II
 KV0114
 KV0114.The horizontal coordinates were scaled from a topographic map and have
 KV0114.an estimated accuracy of +/- 6 seconds.
 KV0114
 KV0114.The orthometric height was determined by differential leveling
 KV0114.and adjusted by the National Geodetic Survey in June 1991..
 KV0114
 KV0114.This Tidal Bench Mark is designated as VM 2466
 KV0114.by the Center for Operational Oceanographic Products and Services.
 KV0114
 KV0114.The geoid height was determined by GEOID03.
 KV0114
 KV0114.The dynamic height is computed by dividing the NAVD 88
 KV0114.geopotential number by the normal gravity value computed on the
 KV0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0114.degrees latitude (g = 980.6199 gals.).
 KV0114
 KV0114.The modeled gravity was interpolated from observed gravity values.
 KV0114
 KV0114;                    North         East    Units  Estimated Accuracy
 KV0114;SPC NJ       -   216,330.      179,280.      MT  (+/- 180 meters Scaled)
 KV0114
 KV0114                          SUPERSEDED SURVEY CONTROL
 KV0114
 KV0114  NGVD 29 (??/??/??)    5.408  (m)           17.74   (f) ADJUSTED    1 2
 KV0114
 KV0114.Superseded values are not recommended for survey control.
 KV0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0114.See file dsdata.txt to determine how the superseded data were derived.
 KV0114
 KV0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL714148(NAD 83)
 KV0114_MARKER: DB = BENCH MARK DISK
 KV0114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0114_SP_SET: ABUTMENT
 KV0114_STAMPING: 17.743 X 11 1933
 KV0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0114
 KV0114  HISTORY     - Date     Condition        Report By
 KV0114  HISTORY     - 1933     MONUMENTED       CGS
 KV0114  HISTORY     - 1948     GOOD             CGS
 KV0114
 KV0114                          STATION DESCRIPTION
 KV0114
 KV0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KV0114'AT BELLEVILLE.
 KV0114'AT BELLEVILLE, ESSEX COUNTY, 300 FEET SOUTH OF THE CLEVELAND
 KV0114'STATION OF THE ERIE RAILROAD, 301 FEET SOUTH OF MILLS STREET,
 KV0114'250 FEET EAST OF BROADWAY, AND IN THE TOP OF THE SOUTHWEST
 KV0114'CORNER OF THE CONCRETE ABUTMENT OF THE STEEL RAILROAD BRIDGE OVER
 KV0114'MILLS STREET.  A STANDARD DISK, STAMPED 17.743 X 11 1933.
 KV0114'NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE
 KV0114'ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE
 KV0114'LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0184 ***********************************************************************
 KV0184  DESIGNATION -  X 12
 KV0184  PID         -  KV0184
 KV0184  STATE/COUNTY-  NJ/PASSAIC
 KV0184  USGS QUAD   -  POMPTON PLAINS (1995)
 KV0184
 KV0184                         *CURRENT SURVEY CONTROL
 KV0184  ___________________________________________________________________
 KV0184* NAD 83(1986)-  40 54 54.     (N)    074 16 08.     (W)     SCALED    
 KV0184* NAVD 88     -        54.061  (meters)     177.37   (feet)  ADJUSTED  
 KV0184  ___________________________________________________________________
 KV0184  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KV0184  DYNAMIC HT  -          54.038 (meters)     177.29  (feet)  COMP
 KV0184  MODELED GRAV-     980,204.4   (mgal)                       NAVD 88
 KV0184
 KV0184  VERT ORDER  -  FIRST     CLASS II
 KV0184
 KV0184.The horizontal coordinates were scaled from a topographic map and have
 KV0184.an estimated accuracy of +/- 6 seconds.
 KV0184
 KV0184.The orthometric height was determined by differential leveling
 KV0184.and adjusted by the National Geodetic Survey in June 1991..
 KV0184.WARNING-Repeat measurements at this control monument indicate possible
 KV0184.vertical movement.
 KV0184
 KV0184.The geoid height was determined by GEOID03.
 KV0184
 KV0184.The dynamic height is computed by dividing the NAVD 88
 KV0184.geopotential number by the normal gravity value computed on the
 KV0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0184.degrees latitude (g = 980.6199 gals.).
 KV0184
 KV0184.The modeled gravity was interpolated from observed gravity values.
 KV0184
 KV0184;                    North         East    Units  Estimated Accuracy
 KV0184;SPC NJ       -   231,140.      169,470.      MT  (+/- 180 meters Scaled)
 KV0184
 KV0184                          SUPERSEDED SURVEY CONTROL
 KV0184
 KV0184  NGVD 29 (??/??/??)   54.370  (m)          178.38   (f) ADJUSTED    1 2
 KV0184
 KV0184.Superseded values are not recommended for survey control.
 KV0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0184.See file dsdata.txt to determine how the superseded data were derived.
 KV0184
 KV0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL615295(NAD 83)
 KV0184_MARKER: DB = BENCH MARK DISK
 KV0184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0184_SP_SET: ABUTMENT
 KV0184_STAMPING: 178.340 X 12 1933
 KV0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0184
 KV0184  HISTORY     - Date     Condition        Report By
 KV0184  HISTORY     - 1933     MONUMENTED       CGS
 KV0184  HISTORY     - 1934     GOOD             CGS
 KV0184  HISTORY     - 1979     GOOD             NGS
 KV0184
 KV0184                          STATION DESCRIPTION
 KV0184
 KV0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0184'AT MOUNTAIN VIEW.
 KV0184'AT MOUNTAIN VIEW, PASSAIC COUNTY, ON THE ERIE RAILROAD, ABOUT 500
 KV0184'FEET SOUTH OF THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 KV0184'CROSSING, 220 FEET NORTH OF A ROAD CROSSING, ON THE TOP OF THE
 KV0184'WEST END OF AN ABANDONED CONCRETE ABUTMENT, 6 FEET WEST OF THE
 KV0184'WEST RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE BASE OF THE RAIL.  A
 KV0184'STANDARD DISK, STAMPED 178.340 X 12 1933.  NOTE-- THE DELAWARE,
 KV0184'LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV0184'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV0184
 KV0184                          STATION RECOVERY (1979)
 KV0184
 KV0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0712 ***********************************************************************
 LY0712  DESIGNATION -  X 13
 LY0712  PID         -  LY0712
 LY0712  STATE/COUNTY-  NJ/SUSSEX
 LY0712  USGS QUAD   -  HAMBURG (1976)
 LY0712
 LY0712                         *CURRENT SURVEY CONTROL
 LY0712  ___________________________________________________________________
 LY0712* NAD 83(1986)-  41 12 06.     (N)    074 35 49.     (W)     SCALED    
 LY0712* NAVD 88     -       126.251  (meters)     414.21   (feet)  ADJUSTED  
 LY0712  ___________________________________________________________________
 LY0712  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 LY0712  DYNAMIC HT  -         126.198 (meters)     414.03  (feet)  COMP
 LY0712  MODELED GRAV-     980,207.2   (mgal)                       NAVD 88
 LY0712
 LY0712  VERT ORDER  -  FIRST     CLASS II
 LY0712
 LY0712.The horizontal coordinates were scaled from a topographic map and have
 LY0712.an estimated accuracy of +/- 6 seconds.
 LY0712
 LY0712.The orthometric height was determined by differential leveling
 LY0712.and adjusted by the National Geodetic Survey in June 1991..
 LY0712.WARNING-Repeat measurements at this control monument indicate possible
 LY0712.vertical movement.
 LY0712
 LY0712.The geoid height was determined by GEOID03.
 LY0712
 LY0712.The dynamic height is computed by dividing the NAVD 88
 LY0712.geopotential number by the normal gravity value computed on the
 LY0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0712.degrees latitude (g = 980.6199 gals.).
 LY0712
 LY0712.The modeled gravity was interpolated from observed gravity values.
 LY0712
 LY0712;                    North         East    Units  Estimated Accuracy
 LY0712;SPC NJ       -   262,950.      141,870.      MT  (+/- 180 meters Scaled)
 LY0712
 LY0712                          SUPERSEDED SURVEY CONTROL
 LY0712
 LY0712  NGVD 29 (??/??/92)  126.449  (m)          414.86   (f) ADJ UNCH    1 2
 LY0712
 LY0712.Superseded values are not recommended for survey control.
 LY0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0712.See file dsdata.txt to determine how the superseded data were derived.
 LY0712
 LY0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL337612(NAD 83)
 LY0712_MARKER: DB = BENCH MARK DISK
 LY0712_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0712_SP_SET: BRIDGE
 LY0712_STAMPING: 414.881 X 13 1933
 LY0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0712
 LY0712  HISTORY     - Date     Condition        Report By
 LY0712  HISTORY     - 1933     MONUMENTED       CGS
 LY0712  HISTORY     - 1942     GOOD             NGS
 LY0712
 LY0712                          STATION DESCRIPTION
 LY0712
 LY0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0712'0.7 MI SE FROM SUSSEX.
 LY0712'0.7 MILE SOUTHEAST ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0712'RAILROAD FROM THE STATION AT SUSSEX, 70 FEET WEST OF A WATER
 LY0712'TANK, AT A STEEL BRIDGE OVER THE LEHIGH AND NEW ENGLAND
 LY0712'RAILROAD, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 LY0712'ABUTMENT, 10 FEET NORTHEAST OF THE CENTERLINE OF NYS AND W TRACK,
 LY0712'AND 30 FEET NORTH OF THE CENTERLINE OF THE L AND NE MAIN LINE
 LY0712'TRACK, AND ABOUT 2-1/2 FEET LOWER THAN THE NYS AND W RAILS.
 LY0712'A STANDARD DISK, STAMPED 414.881 X 13 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0736 ***********************************************************************
 LY0736  DESIGNATION -  X 14
 LY0736  PID         -  LY0736
 LY0736  STATE/COUNTY-  NJ/SUSSEX
 LY0736  USGS QUAD   -  NEWTON EAST (1971)
 LY0736
 LY0736                         *CURRENT SURVEY CONTROL
 LY0736  ___________________________________________________________________
 LY0736* NAD 83(1986)-  41 01 47.     (N)    074 43 12.     (W)     SCALED    
 LY0736* NAVD 88     -       177.321  (meters)     581.76   (feet)  ADJUSTED  
 LY0736  ___________________________________________________________________
 LY0736  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 LY0736  DYNAMIC HT  -         177.243 (meters)     581.50  (feet)  COMP
 LY0736  MODELED GRAV-     980,177.5   (mgal)                       NAVD 88
 LY0736
 LY0736  VERT ORDER  -  SECOND    CLASS 0
 LY0736
 LY0736.The horizontal coordinates were scaled from a topographic map and have
 LY0736.an estimated accuracy of +/- 6 seconds.
 LY0736
 LY0736.The orthometric height was determined by differential leveling
 LY0736.and adjusted by the National Geodetic Survey in June 1991..
 LY0736
 LY0736.The geoid height was determined by GEOID03.
 LY0736
 LY0736.The dynamic height is computed by dividing the NAVD 88
 LY0736.geopotential number by the normal gravity value computed on the
 LY0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0736.degrees latitude (g = 980.6199 gals.).
 LY0736
 LY0736.The modeled gravity was interpolated from observed gravity values.
 LY0736
 LY0736;                    North         East    Units  Estimated Accuracy
 LY0736;SPC NJ       -   243,870.      131,500.      MT  (+/- 180 meters Scaled)
 LY0736
 LY0736                          SUPERSEDED SURVEY CONTROL
 LY0736
 LY0736  NGVD 29 (??/??/92)  177.531  (m)          582.45   (f) ADJ UNCH    2 0
 LY0736
 LY0736.Superseded values are not recommended for survey control.
 LY0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0736.See file dsdata.txt to determine how the superseded data were derived.
 LY0736
 LY0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL235420(NAD 83)
 LY0736_MARKER: DB = BENCH MARK DISK
 LY0736_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0736_SP_SET: CULVERT
 LY0736_STAMPING: X 14 1933 582.450
 LY0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0736+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2002
 LY0736
 LY0736  HISTORY     - Date     Condition        Report By
 LY0736  HISTORY     - 1933     MONUMENTED       CGS
 LY0736  HISTORY     - 1934     GOOD             NGS
 LY0736  HISTORY     - 20020605 GOOD             NJGS
 LY0736
 LY0736                          STATION DESCRIPTION
 LY0736
 LY0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0736'2.2 MI N FROM ANDOVER JUNCTION.
 LY0736'2 1/2 MILES NORTH ALONG THE LEHIGH AND HUDSON RIVER RAILWAY FROM
 LY0736'ANDOVER JUNCTION, SUSSEX COUNTY, 19 RAILS NORTH OF MILEPOST
 LY0736'MB 46, 4 1/2 RAILS NORTH OF AUTOMATIC SIGNAL TOWER 464, 14 YARDS
 LY0736'EAST OF THE CENTERLINE OF THE TRACK, AT A CONCRETE HIGHWAY CULVERT,
 LY0736'IN THE TOP OF THE WEST END OF THE NORTH HEADWALL, 9 FEET NORTH OF
 LY0736'THE CENTERLINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE TRACK.
 LY0736
 LY0736                          STATION RECOVERY (2002)
 LY0736
 LY0736'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (ECB)
 LY0736'THE STATION IS LOCATED AT THE SOUTHWEST END OF LAKE ILIFF ON THE
 LY0736'NORTHEAST SIDE OF LAKE ILIFF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1508 ***********************************************************************
 KV1508  DESIGNATION -  X 15
 KV1508  PID         -  KV1508
 KV1508  STATE/COUNTY-  NJ/HUNTERDON
 KV1508  USGS QUAD   -  BLOOMSBURY (1970)
 KV1508
 KV1508                         *CURRENT SURVEY CONTROL
 KV1508  ___________________________________________________________________
 KV1508* NAD 83(1986)-  40 41 19.     (N)    075 00 03.     (W)     SCALED    
 KV1508* NAVD 88     -       136.960  (meters)     449.34   (feet)  ADJUSTED  
 KV1508  ___________________________________________________________________
 KV1508  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KV1508  DYNAMIC HT  -         136.895 (meters)     449.13  (feet)  COMP
 KV1508  MODELED GRAV-     980,148.8   (mgal)                       NAVD 88
 KV1508
 KV1508  VERT ORDER  -  FIRST     CLASS II
 KV1508
 KV1508.The horizontal coordinates were scaled from a topographic map and have
 KV1508.an estimated accuracy of +/- 6 seconds.
 KV1508
 KV1508.The orthometric height was determined by differential leveling
 KV1508.and adjusted by the National Geodetic Survey in June 1991..
 KV1508
 KV1508.The geoid height was determined by GEOID03.
 KV1508
 KV1508.The dynamic height is computed by dividing the NAVD 88
 KV1508.geopotential number by the normal gravity value computed on the
 KV1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1508.degrees latitude (g = 980.6199 gals.).
 KV1508
 KV1508.The modeled gravity was interpolated from observed gravity values.
 KV1508
 KV1508;                    North         East    Units  Estimated Accuracy
 KV1508;SPC NJ       -   206,090.      107,670.      MT  (+/- 180 meters Scaled)
 KV1508
 KV1508                          SUPERSEDED SURVEY CONTROL
 KV1508
 KV1508  NGVD 29 (??/??/??)  137.189  (m)          450.09   (f) ADJUSTED    1 2
 KV1508
 KV1508.Superseded values are not recommended for survey control.
 KV1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1508.See file dsdata.txt to determine how the superseded data were derived.
 KV1508
 KV1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL999041(NAD 83)
 KV1508_MARKER: DB = BENCH MARK DISK
 KV1508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1508_SP_SET: BRIDGE
 KV1508_STAMPING: X-15-1933 450.120
 KV1508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1508
 KV1508  HISTORY     - Date     Condition        Report By
 KV1508  HISTORY     - 1933     MONUMENTED       CGS
 KV1508  HISTORY     - 1954     MARK NOT FOUND   CGS
 KV1508  HISTORY     - 1981     GOOD             NGS
 KV1508
 KV1508                          STATION DESCRIPTION
 KV1508
 KV1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KV1508'0.6 MI E FROM LUDLOW.
 KV1508'0.4 MILE NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE
 KV1508'STATION AT LUDLOW, HUNTERDON COUNTY, NEAR ASBURY, ABOUT 0.25 MILE
 KV1508'NORTH OF MILEPOST 60, AT AN OVERHEAD BRIDGE, IN THE SOUTHEAST
 KV1508'FACE OF THE NORTHWEST BACK WALL, 3 FEET SOUTHWEST OF THE NORTHEAST
 KV1508'END OF THE WALL, 8 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT
 KV1508'5 FEET HIGHER THAN THE TRACK.  WALLS HAVE BEEN POINTED WITH
 KV1508'CEMENT.  DISK MAY BE COVERED. (N.J.HWY.DEPT.)
 KV1508
 KV1508                          STATION RECOVERY (1954)
 KV1508
 KV1508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KV1508'MARK NOT FOUND.
 KV1508
 KV1508                          STATION RECOVERY (1981)
 KV1508
 KV1508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 KV1508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0262 ***********************************************************************
 KV0262  DESIGNATION -  X 16
 KV0262  PID         -  KV0262
 KV0262  STATE/COUNTY-  NJ/ESSEX
 KV0262  USGS QUAD   -  ELIZABETH (1995)
 KV0262
 KV0262                         *CURRENT SURVEY CONTROL
 KV0262  ___________________________________________________________________
 KV0262* NAD 83(1986)-  40 44 04.     (N)    074 07 36.     (W)     SCALED    
 KV0262* NAVD 88     -         2.932  (meters)       9.62   (feet)  ADJUSTED  
 KV0262  ___________________________________________________________________
 KV0262  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KV0262  DYNAMIC HT  -           2.931 (meters)       9.62  (feet)  COMP
 KV0262  MODELED GRAV-     980,230.9   (mgal)                       NAVD 88
 KV0262
 KV0262  VERT ORDER  -  FIRST     CLASS I
 KV0262
 KV0262.The horizontal coordinates were scaled from a topographic map and have
 KV0262.an estimated accuracy of +/- 6 seconds.
 KV0262
 KV0262.The orthometric height was determined by differential leveling
 KV0262.and adjusted by the National Geodetic Survey in June 1991..
 KV0262
 KV0262.The geoid height was determined by GEOID03.
 KV0262
 KV0262.The dynamic height is computed by dividing the NAVD 88
 KV0262.geopotential number by the normal gravity value computed on the
 KV0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0262.degrees latitude (g = 980.6199 gals.).
 KV0262
 KV0262.The modeled gravity was interpolated from observed gravity values.
 KV0262
 KV0262;                    North         East    Units  Estimated Accuracy
 KV0262;SPC NJ       -   211,130.      181,530.      MT  (+/- 180 meters Scaled)
 KV0262
 KV0262                          SUPERSEDED SURVEY CONTROL
 KV0262
 KV0262  NGVD 29 (04/16/92)    3.280  (m)           10.76   (f) ADJUSTED    1 1
 KV0262
 KV0262.Superseded values are not recommended for survey control.
 KV0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0262.See file dsdata.txt to determine how the superseded data were derived.
 KV0262
 KV0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL737096(NAD 83)
 KV0262_MARKER: DB = BENCH MARK DISK
 KV0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0262_SP_SET: PIER
 KV0262_STAMPING: X 16 1934
 KV0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0262
 KV0262  HISTORY     - Date     Condition        Report By
 KV0262  HISTORY     - 1934     MONUMENTED       CGS
 KV0262  HISTORY     - 1952     GOOD             CGS
 KV0262  HISTORY     - 1965     GOOD             CGS
 KV0262
 KV0262                          STATION DESCRIPTION
 KV0262
 KV0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0262'AT NEWARK.
 KV0262'AT NEWARK, ALONG STATE HIGHWAY 25, AT A POINT WHERE HIGHWAY TURNS
 KV0262'SOUTH AND EAST AND AT JUNCTION OF A STREET WEST TO NEWARK BUSINESS
 KV0262'CENTER, SET IN THE NORTHEAST FACE OF THE NORTHWEST LEG OF THE 4TH
 KV0262'PIER SOUTHWEST OF THE NEW JERSEY TURNPIKE UNDERPASS UNDER PULASKI
 KV0262'SKYWAY (THE FIRST PIER SOUTHWEST OF STREET WEST TO NEWARK), ABOUT
 KV0262'30 YARDS EAST OF SOUTH ABUTMENT OF PENNSYLVANIA RAILROAD OVERPASS
 KV0262'OVER STREET WEST AND ABOUT 3 FEET ABOVE GROUND.
 KV0262
 KV0262                          STATION RECOVERY (1965)
 KV0262
 KV0262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1213 ***********************************************************************
 KV1213  DESIGNATION -  X 19
 KV1213  PID         -  KV1213
 KV1213  STATE/COUNTY-  NJ/WARREN
 KV1213  USGS QUAD   -  BLAIRSTOWN (1971)
 KV1213
 KV1213                         *CURRENT SURVEY CONTROL
 KV1213  ___________________________________________________________________
 KV1213* NAD 83(1986)-  40 58 13.     (N)    074 52 36.     (W)     SCALED    
 KV1213* NAVD 88     -       196.741  (meters)     645.47   (feet)  ADJUSTED  
 KV1213  ___________________________________________________________________
 KV1213  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV1213  DYNAMIC HT  -         196.653 (meters)     645.19  (feet)  COMP
 KV1213  MODELED GRAV-     980,173.4   (mgal)                       NAVD 88
 KV1213
 KV1213  VERT ORDER  -  SECOND    CLASS 0
 KV1213
 KV1213.The horizontal coordinates were scaled from a topographic map and have
 KV1213.an estimated accuracy of +/- 6 seconds.
 KV1213
 KV1213.The orthometric height was determined by differential leveling
 KV1213.and adjusted by the National Geodetic Survey in June 1991..
 KV1213
 KV1213.The geoid height was determined by GEOID03.
 KV1213
 KV1213.The dynamic height is computed by dividing the NAVD 88
 KV1213.geopotential number by the normal gravity value computed on the
 KV1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1213.degrees latitude (g = 980.6199 gals.).
 KV1213
 KV1213.The modeled gravity was interpolated from observed gravity values.
 KV1213
 KV1213;                    North         East    Units  Estimated Accuracy
 KV1213;SPC NJ       -   237,320.      118,300.      MT  (+/- 180 meters Scaled)
 KV1213
 KV1213                          SUPERSEDED SURVEY CONTROL
 KV1213
 KV1213  NGVD 29 (??/??/??)  196.948  (m)          646.15   (f) ADJUSTED    2 0
 KV1213
 KV1213.Superseded values are not recommended for survey control.
 KV1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1213.See file dsdata.txt to determine how the superseded data were derived.
 KV1213
 KV1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL103354(NAD 83)
 KV1213_MARKER: DB = BENCH MARK DISK
 KV1213_SETTING: 66 = SET IN ROCK OUTCROP
 KV1213_SP_SET: ROCK LEDGE
 KV1213_STAMPING: X 19 1935
 KV1213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV1213+STABILITY: POSITION/ELEVATION WELL
 KV1213
 KV1213  HISTORY     - Date     Condition        Report By
 KV1213  HISTORY     - 1935     MONUMENTED       CGS
 KV1213  HISTORY     - 1954     MARK NOT FOUND   USGS
 KV1213
 KV1213                          STATION DESCRIPTION
 KV1213
 KV1213'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KV1213'2.9 MI W FROM GREENDELL.
 KV1213'IN WARREN COUNTY, 2.9 MILES WEST ALONG THE DELAWARE, LACKAWANNA
 KV1213'AND WESTERN RAILROAD FROM THE STATION AT GREENDELL, SUSSEX COUNTY,
 KV1213'3 RAILS EAST OF THE STATION AT JOHNSONBURG, 1 RAIL EAST OF THE
 KV1213'EAST END OF A WHITE BOARD FENCE, IN THE TOP OF A ROCK LEDGE, AND
 KV1213'28 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 KV1213'STAMPED X 19 1935.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN
 KV1213'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD
 KV1213'IS NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0987 ***********************************************************************
 KV0987  DESIGNATION -  X 2
 KV0987  PID         -  KV0987
 KV0987  STATE/COUNTY-  NJ/MERCER
 KV0987  USGS QUAD   -  PRINCETON (1981)
 KV0987
 KV0987                         *CURRENT SURVEY CONTROL
 KV0987  ___________________________________________________________________
 KV0987* NAD 83(1986)-  40 20 46.     (N)    074 39 21.     (W)     SCALED    
 KV0987* NAVD 88     -        54.381  (meters)     178.41   (feet)  POSTED    
 KV0987  ___________________________________________________________________
 KV0987  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KV0987  DYNAMIC HT  -          54.360 (meters)     178.35  (feet)  COMP
 KV0987  MODELED GRAV-     980,163.6   (mgal)                       NAVD 88
 KV0987
 KV0987  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KV0987
 KV0987.The horizontal coordinates were scaled from a topographic map and have
 KV0987.an estimated accuracy of +/- 6 seconds.
 KV0987
 KV0987.The orthometric height was determined by differential leveling
 KV0987.and adjusted by the National Geodetic Survey in 1992..
 KV0987.No vertical observational check was made to the station.
 KV0987.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KV0987.was located on a no-check spur therefore a value was not computed.
 KV0987
 KV0987.The geoid height was determined by GEOID03.
 KV0987
 KV0987.The dynamic height is computed by dividing the NAVD 88
 KV0987.geopotential number by the normal gravity value computed on the
 KV0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0987.degrees latitude (g = 980.6199 gals.).
 KV0987
 KV0987.The modeled gravity was interpolated from observed gravity values.
 KV0987
 KV0987;                    North         East    Units  Estimated Accuracy
 KV0987;SPC NJ       -   167,950.      136,760.      MT  (+/- 180 meters Scaled)
 KV0987
 KV0987                          SUPERSEDED SURVEY CONTROL
 KV0987
 KV0987  NGVD 29 (01/10/92)   54.711  (m)          179.50   (f) ADJUSTED    1 2
 KV0987
 KV0987.Superseded values are not recommended for survey control.
 KV0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0987.See file dsdata.txt to determine how the superseded data were derived.
 KV0987
 KV0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK292662(NAD 83)
 KV0987_MARKER: DB = BENCH MARK DISK
 KV0987_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KV0987_SP_SET: MEMORIAL TOWER
 KV0987_STAMPING: X 2 1924 179.501
 KV0987_MARK LOGO: CGS   
 KV0987_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0987_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV0987+STABILITY: POSITION/ELEVATION WELL
 KV0987_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0987+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1995
 KV0987
 KV0987  HISTORY     - Date     Condition        Report By
 KV0987  HISTORY     - 1924     MONUMENTED       CGS
 KV0987  HISTORY     - 1956     GOOD             CGS
 KV0987  HISTORY     - 19900522 GOOD             NJGS
 KV0987  HISTORY     - 19950405 GOOD             NJGS
 KV0987
 KV0987                          STATION DESCRIPTION
 KV0987
 KV0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV0987'AT PRINCETON.
 KV0987'AT PRINCETON, MERCER COUNTY, ON THE CAMPUS OF PRINCETON UNIVERSITY,
 KV0987'AT THE CLEVELAND MEMORIAL TOWER, IN THE EAST FACE OF THE TOWER,
 KV0987'IN THE SECOND COURSE OF THE FOUNDATION OF THE SOUTHEAST CORNER
 KV0987'PILLAR, 5 INCHES SOUTH OF THE INTERSECTION OF THE CORNER PILLAR
 KV0987'AND THE EAST WALL OF THE TOWER, AND 2 FEET ABOVE THE GROUND.  A
 KV0987'STANDARD DISK, STAMPED 179.501 X 2 1924 AND SET VERTICALLY.
 KV0987
 KV0987                          STATION RECOVERY (1990)
 KV0987
 KV0987'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV0987'STATION IS LOCATED IN THE BOROUGH OF PRINCETON, ON THE CAMPUS OF
 KV0987'PRINCETON UNIVERSITY, AT THE CLEVELAND MEMORIAL TOWER. THE DISK IS
 KV0987'SET VERTICALLY IN THE EAST FACE OF THE TOWER, IN THE SECOND COURSE OF
 KV0987'THE FOUNDATION OF THE SOUTHEAST CORNER PILLAR, 0.13 M (0.43 FT) SOUTH
 KV0987'OF THE INTERSECTION OF THE CORNER PILLAR AND THE EAST WALL OF THE
 KV0987'TOWER. TO REACH STATION FROM INTERSECTION OF COLLEGE ROAD AND
 KV0987'ALEXANDER ROAD IN PRINCETON, PROCEED 0.48 KM (0.30 MI) SOUTHWEST ON
 KV0987'COLLEGE ROAD TO THE TOWER AND THE STATION ON RIGHT.  THE DISK IS
 KV0987'ABOUT 0.2 M (0.7 FT) ABOVE THE GROUND.
 KV0987
 KV0987                          STATION RECOVERY (1995)
 KV0987
 KV0987'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0987'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0635 ***********************************************************************
 JU0635  DESIGNATION -  X 20
 JU0635  PID         -  JU0635
 JU0635  STATE/COUNTY-  NJ/BURLINGTON
 JU0635  USGS QUAD   -  PEMBERTON (1981)
 JU0635
 JU0635                         *CURRENT SURVEY CONTROL
 JU0635  ___________________________________________________________________
 JU0635* NAD 83(1986)-  39 57 30.     (N)    074 37 34.     (W)     SCALED    
 JU0635* NAVD 88     -        14.704  (meters)      48.24   (feet)  ADJUSTED  
 JU0635  ___________________________________________________________________
 JU0635  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JU0635  DYNAMIC HT  -          14.697 (meters)      48.22  (feet)  COMP
 JU0635  MODELED GRAV-     980,186.7   (mgal)                       NAVD 88
 JU0635
 JU0635  VERT ORDER  -  SECOND    CLASS 0
 JU0635
 JU0635.The horizontal coordinates were scaled from a topographic map and have
 JU0635.an estimated accuracy of +/- 6 seconds.
 JU0635
 JU0635.The orthometric height was determined by differential leveling
 JU0635.and adjusted by the National Geodetic Survey in June 1991..
 JU0635
 JU0635.The geoid height was determined by GEOID03.
 JU0635
 JU0635.The dynamic height is computed by dividing the NAVD 88
 JU0635.geopotential number by the normal gravity value computed on the
 JU0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0635.degrees latitude (g = 980.6199 gals.).
 JU0635
 JU0635.The modeled gravity was interpolated from observed gravity values.
 JU0635
 JU0635;                    North         East    Units  Estimated Accuracy
 JU0635;SPC NJ       -   124,900.      139,230.      MT  (+/- 180 meters Scaled)
 JU0635
 JU0635                          SUPERSEDED SURVEY CONTROL
 JU0635
 JU0635  NGVD 29 (??/??/??)   15.087  (m)           49.50   (f) ADJUSTED    2 0
 JU0635
 JU0635.Superseded values are not recommended for survey control.
 JU0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0635.See file dsdata.txt to determine how the superseded data were derived.
 JU0635
 JU0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK319232(NAD 83)
 JU0635_MARKER: DB = BENCH MARK DISK
 JU0635_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU0635+WITH SETTING: PAVEMENT
 JU0635_SP_SET: SIGNAL TOWER BASE
 JU0635_STAMPING: X 20 1935
 JU0635_MARK LOGO: CGS   
 JU0635_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0635+STABILITY: SURFACE MOTION
 JU0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0635+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1995
 JU0635
 JU0635  HISTORY     - Date     Condition        Report By
 JU0635  HISTORY     - 1935     MONUMENTED       CGS
 JU0635  HISTORY     - 1947     GOOD             CGS
 JU0635  HISTORY     - 19950224 GOOD             NJGS
 JU0635
 JU0635                          STATION DESCRIPTION
 JU0635
 JU0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0635'4 MI E FROM PEMBERTON.
 JU0635'4.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE CITY
 JU0635'WATER TOWER AT PEMBERTON, BURLINGTON COUNTY, ABOUT 84 YARDS
 JU0635'EAST OF THE STATION AT NEW LISBON, OPPOSITE MILEPOST 27, AT A
 JU0635'SIGNAL MAST, AND IN THE TOP OF THE SOUTH CONCRETE BASE.  A
 JU0635'STANDARD DISK, STAMPED X 20 1935.
 JU0635
 JU0635                          STATION RECOVERY (1947)
 JU0635
 JU0635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JU0635'RECOVERED IN GOOD CONDITION.
 JU0635
 JU0635                          STATION RECOVERY (1995)
 JU0635
 JU0635'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0635'THE STATION IS LOCATED IN PEMBERTON TOWNSHIP ON THE NORTH SIDE OF
 JU0635'MOUNT MISERY ROAD, ABOUT 367 FT (111.9 M) EAST FROM THE INTERSECTION
 JU0635'WITH NEW LISBON ROAD, COUNTY ROAD 646, AND ABOUT 250 FT (76.2 M) EAST
 JU0635'FROM THE FORMER NEW LISBON TRAIN STATION.  TO REACH THE STATION FROM
 JU0635'THE INTERSECTION OF HANOVER STREET, COUNTY ROAD 616 AND HAMPTON
 JU0635'STREET, COUNTY ROAD 530, IN THE BOROUGH OF PEMBERTON, GO EAST ON
 JU0635'COUNTY ROAD 530, THE PEMBERTON BYPASS, FOR 2.1 MI (3.4 KM) TO THE TEE
 JU0635'JUNCTION WITH PEMBERTON BROWNS MILLS ROAD, OLD COUNTY ROAD 530.  TURN
 JU0635'RIGHT AND GO EAST ON COUNTY ROAD 530 FOR 0.8 MI (1.3 KM) TO THE WYE
 JU0635'JUNCTION WITH NEW LISBON ROAD, COUNTY ROAD 646.  BEAR TO THE RIGHT AND
 JU0635'GO SOUTHEAST ON NEW LISBON ROAD FOR 0.75 MI (1.21 KM) TO THE TEE
 JU0635'JUNCTION WITH MOUNT MISERY ROAD ON THE LEFT.  TURN LEFT AND GO 0.05 MI
 JU0635'(0.08 KM) EAST ON MOUNT MISERY ROAD TO THE STATION ON THE LEFT, SET
 JU0635'FLUSH AT THE NORTHWEST CORNER OF A CONCRETE BASE FOR A FORMER SIGNAL
 JU0635'TOWER.  THE STATION IS 43.7 FT (13.3 M) NORTH FROM THE CENTERLINE OF
 JU0635'MOUNT MISERY ROAD, 48.5 FT (14.8 M) NORTHWEST FROM POLE NUMBER JC 484
 JU0635'PM, 88.5 FT (27.0 M) NORTHEAST AND ACROSS THE ROAD FROM A YELLOW
 JU0635'WARNING SIGN FOR CURVE AHEAD 40 MPH AND 152 FT (46.3 M) EAST NORTHEAST
 JU0635'FROM POLE NUMBER JC 485 PM 65 AMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0626 ***********************************************************************
 JU0626  DESIGNATION -  X 21
 JU0626  PID         -  JU0626
 JU0626  STATE/COUNTY-  NJ/ATLANTIC
 JU0626  USGS QUAD   -  BUENA (1970)
 JU0626
 JU0626                         *CURRENT SURVEY CONTROL
 JU0626  ___________________________________________________________________
 JU0626* NAD 83(1986)-  39 31 28.     (N)    074 56 25.     (W)     SCALED    
 JU0626* NAVD 88     -        35.148  (meters)     115.31   (feet)  ADJUSTED  
 JU0626  ___________________________________________________________________
 JU0626  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JU0626  DYNAMIC HT  -          35.130 (meters)     115.26  (feet)  COMP
 JU0626  MODELED GRAV-     980,111.2   (mgal)                       NAVD 88
 JU0626
 JU0626  VERT ORDER  -  SECOND    CLASS 0
 JU0626
 JU0626.The horizontal coordinates were scaled from a topographic map and have
 JU0626.an estimated accuracy of +/- 6 seconds.
 JU0626
 JU0626.The orthometric height was determined by differential leveling
 JU0626.and adjusted by the National Geodetic Survey in June 1991..
 JU0626
 JU0626.The geoid height was determined by GEOID03.
 JU0626
 JU0626.The dynamic height is computed by dividing the NAVD 88
 JU0626.geopotential number by the normal gravity value computed on the
 JU0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0626.degrees latitude (g = 980.6199 gals.).
 JU0626
 JU0626.The modeled gravity was interpolated from observed gravity values.
 JU0626
 JU0626;                    North         East    Units  Estimated Accuracy
 JU0626;SPC NJ       -    76,810.      112,150.      MT  (+/- 180 meters Scaled)
 JU0626
 JU0626                          SUPERSEDED SURVEY CONTROL
 JU0626
 JU0626  NGVD 29 (??/??/??)   35.514  (m)          116.52   (f) ADJUSTED    2 0
 JU0626
 JU0626.Superseded values are not recommended for survey control.
 JU0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0626.See file dsdata.txt to determine how the superseded data were derived.
 JU0626
 JU0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ051749(NAD 83)
 JU0626_MARKER: DB = BENCH MARK DISK
 JU0626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0626_SP_SET: CONC BASE RR SIGNAL MAST
 JU0626_STAMPING: X 21 1935
 JU0626_MARK LOGO: CGS   
 JU0626_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0626+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1992
 JU0626
 JU0626  HISTORY     - Date     Condition        Report By
 JU0626  HISTORY     - 1935     MONUMENTED       CGS
 JU0626  HISTORY     - 1943     GOOD             CGS
 JU0626  HISTORY     - 19921201 SEE DESCRIPTION  NJGS
 JU0626
 JU0626                          STATION DESCRIPTION
 JU0626
 JU0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0626'AT LANDISVILLE.
 JU0626'AT LANDISVILLE, ATLANTIC COUNTY, AT THE CENTRAL RAILROAD OF
 JU0626'NEW JERSEY STATION, SOUTH OF THE TRACK, AT A SIGNAL MAST, AND
 JU0626'IN THE TOP OF A CONCRETE FOOTING.  A STANDARD DISK, STAMPED
 JU0626'X 21 1935.
 JU0626
 JU0626                          STATION RECOVERY (1943)
 JU0626
 JU0626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 JU0626'RECOVERED IN GOOD CONDITION.
 JU0626
 JU0626                          STATION RECOVERY (1992)
 JU0626
 JU0626'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 JU0626'NEITHER THE STATION NOR THE SIGNAL MAST OR FOUNDATION WERE FOUND AND
 JU0626'CAN BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1581 ***********************************************************************
 KV1581  DESIGNATION -  X 22
 KV1581  PID         -  KV1581
 KV1581  STATE/COUNTY-  NJ/WARREN
 KV1581  USGS QUAD   -  EASTON (1994)
 KV1581
 KV1581                         *CURRENT SURVEY CONTROL
 KV1581  ___________________________________________________________________
 KV1581* NAD 83(1986)-  40 44 03.     (N)    075 08 37.     (W)     SCALED    
 KV1581* NAVD 88     -       145.594  (meters)     477.67   (feet)  ADJUSTED  
 KV1581  ___________________________________________________________________
 KV1581  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KV1581  DYNAMIC HT  -         145.526 (meters)     477.45  (feet)  COMP
 KV1581  MODELED GRAV-     980,156.2   (mgal)                       NAVD 88
 KV1581
 KV1581  VERT ORDER  -  SECOND    CLASS 0
 KV1581
 KV1581.The horizontal coordinates were scaled from a topographic map and have
 KV1581.an estimated accuracy of +/- 6 seconds.
 KV1581
 KV1581.The orthometric height was determined by differential leveling
 KV1581.and adjusted by the National Geodetic Survey in June 1991..
 KV1581
 KV1581.The geoid height was determined by GEOID03.
 KV1581
 KV1581.The dynamic height is computed by dividing the NAVD 88
 KV1581.geopotential number by the normal gravity value computed on the
 KV1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1581.degrees latitude (g = 980.6199 gals.).
 KV1581
 KV1581.The modeled gravity was interpolated from observed gravity values.
 KV1581
 KV1581;                    North         East    Units  Estimated Accuracy
 KV1581;SPC NJ       -   211,230.       95,640.      MT  (+/- 180 meters Scaled)
 KV1581
 KV1581                          SUPERSEDED SURVEY CONTROL
 KV1581
 KV1581  NGVD 29 (??/??/??)  145.813  (m)          478.39   (f) ADJUSTED    2 0
 KV1581
 KV1581.Superseded values are not recommended for survey control.
 KV1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1581.See file dsdata.txt to determine how the superseded data were derived.
 KV1581
 KV1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL878092(NAD 83)
 KV1581_MARKER: DB = BENCH MARK DISK
 KV1581_SETTING: 0 = UNSPECIFIED SETTING
 KV1581_STAMPING: X 22 1942
 KV1581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1581
 KV1581  HISTORY     - Date     Condition        Report By
 KV1581  HISTORY     - 1942     MONUMENTED       CGS
 KV1581  HISTORY     - 1945     GOOD             CGS
 KV1581
 KV1581                          STATION DESCRIPTION
 KV1581
 KV1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1581'0.6 MI S FROM HARMONY.
 KV1581'0.6 MILE SOUTH ALONG STATE HIGHWAY 543 FROM THE HIGH SCHOOL AT
 KV1581'HARMONY, WARREN COUNTY, 250 FEET SOUTHWEST OF THE JUNCTION OF
 KV1581'THE BELVIDERE TURNPIKE, AT THE NORTH CORNER OF A CULTIVATED
 KV1581'FIELD, 91 FEET WEST OF THE NORTHWEST CORNER OF A FLOUR MILL,
 KV1581'34 FEET SOUTHEAST OF THE CENTERLINE OF THE TURNPIKE, 19.4 FEET
 KV1581'SOUTHWEST OF A POLE, 4 FEET SOUTHWEST OF A ROW OF MAPLE TREES,
 KV1581'AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 KV1581
 KV1581                          STATION RECOVERY (1945)
 KV1581
 KV1581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 KV1581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1321 ***********************************************************************
 KV1321  DESIGNATION -  X 23
 KV1321  PID         -  KV1321
 KV1321  STATE/COUNTY-  NJ/HUNTERDON
 KV1321  USGS QUAD   -  CALIFON (1970)
 KV1321
 KV1321                         *CURRENT SURVEY CONTROL
 KV1321  ___________________________________________________________________
 KV1321* NAD 83(1986)-  40 41 52.     (N)    074 52 20.     (W)     SCALED    
 KV1321* NAVD 88     -       138.281  (meters)     453.68   (feet)  ADJUSTED  
 KV1321  ___________________________________________________________________
 KV1321  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 KV1321  DYNAMIC HT  -         138.216 (meters)     453.46  (feet)  COMP
 KV1321  MODELED GRAV-     980,153.8   (mgal)                       NAVD 88
 KV1321
 KV1321  VERT ORDER  -  SECOND    CLASS 0
 KV1321
 KV1321.The horizontal coordinates were scaled from a topographic map and have
 KV1321.an estimated accuracy of +/- 6 seconds.
 KV1321
 KV1321.The orthometric height was determined by differential leveling
 KV1321.and adjusted by the National Geodetic Survey in June 1991..
 KV1321
 KV1321.The geoid height was determined by GEOID03.
 KV1321
 KV1321.The dynamic height is computed by dividing the NAVD 88
 KV1321.geopotential number by the normal gravity value computed on the
 KV1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1321.degrees latitude (g = 980.6199 gals.).
 KV1321
 KV1321.The modeled gravity was interpolated from observed gravity values.
 KV1321
 KV1321;                    North         East    Units  Estimated Accuracy
 KV1321;SPC NJ       -   207,060.      118,540.      MT  (+/- 180 meters Scaled)
 KV1321
 KV1321                          SUPERSEDED SURVEY CONTROL
 KV1321
 KV1321  NGVD 29 (??/??/??)  138.514  (m)          454.44   (f) ADJUSTED    2 0
 KV1321
 KV1321.Superseded values are not recommended for survey control.
 KV1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1321.See file dsdata.txt to determine how the superseded data were derived.
 KV1321
 KV1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL107052(NAD 83)
 KV1321_MARKER: DB = BENCH MARK DISK
 KV1321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1321_SP_SET: STONE CUT
 KV1321_STAMPING: X 23 1942
 KV1321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1321
 KV1321  HISTORY     - Date     Condition        Report By
 KV1321  HISTORY     - 1942     MONUMENTED       CGS
 KV1321  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV1321  HISTORY     - 20030111 MARK NOT FOUND   USPSQD
 KV1321
 KV1321                          STATION DESCRIPTION
 KV1321
 KV1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1321'0.8 MI SW FROM HOFFMANS.
 KV1321'0.8 MILE SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY,
 KV1321'FROM THE CROSSING OF HOFFMANS, HUNTERDON COUNTY, 500 FEET NORTH
 KV1321'OF THE NORTH END OF THE BRIDGE OVER THE SOUTH BRANCH OF RARITAN
 KV1321'RIVER, 29 FEET EAST OF MILEPOST 3, 6 FEET EAST OF THE CENTERLINE
 KV1321'OF THE TRACK, ABOUT 2 FEET HIGHER THAN THE TRACK.
 KV1321
 KV1321                          STATION RECOVERY (2001)
 KV1321
 KV1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1321'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV1321
 KV1321                          STATION RECOVERY (2003)
 KV1321
 KV1321'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 KV1321'THE RAILROAD TRACK AND BED REPORTED IN THE 1942 DESCRIPTION HAD BEEN
 KV1321'RAZED AND REMOVED FOR A GREEN ACRES PARK.  THE GEODETIC MARKER SEEMS
 KV1321'TO HAVE BEEN BULLDOZED ALONG WITH EVERYTHING ELSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1303 ***********************************************************************
 KV1303  DESIGNATION -  X 24
 KV1303  PID         -  KV1303
 KV1303  STATE/COUNTY-  NJ/MORRIS
 KV1303  USGS QUAD   -  CHESTER (1981)
 KV1303
 KV1303                         *CURRENT SURVEY CONTROL
 KV1303  ___________________________________________________________________
 KV1303* NAD 83(1986)-  40 45 10.     (N)    074 41 49.     (W)     SCALED    
 KV1303* NAVD 88     -       202.539  (meters)     664.50   (feet)  ADJUSTED  
 KV1303  ___________________________________________________________________
 KV1303  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KV1303  DYNAMIC HT  -         202.446 (meters)     664.19  (feet)  COMP
 KV1303  MODELED GRAV-     980,163.5   (mgal)                       NAVD 88
 KV1303
 KV1303  VERT ORDER  -  SECOND    CLASS 0
 KV1303
 KV1303.The horizontal coordinates were scaled from a topographic map and have
 KV1303.an estimated accuracy of +/- 6 seconds.
 KV1303
 KV1303.The orthometric height was determined by differential leveling
 KV1303.and adjusted by the National Geodetic Survey in June 1991..
 KV1303
 KV1303.The geoid height was determined by GEOID03.
 KV1303
 KV1303.The dynamic height is computed by dividing the NAVD 88
 KV1303.geopotential number by the normal gravity value computed on the
 KV1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1303.degrees latitude (g = 980.6199 gals.).
 KV1303
 KV1303.The modeled gravity was interpolated from observed gravity values.
 KV1303
 KV1303;                    North         East    Units  Estimated Accuracy
 KV1303;SPC NJ       -   213,120.      133,370.      MT  (+/- 180 meters Scaled)
 KV1303
 KV1303                          SUPERSEDED SURVEY CONTROL
 KV1303
 KV1303  NGVD 29 (??/??/??)  202.776  (m)          665.27   (f) ADJUSTED    2 0
 KV1303
 KV1303.Superseded values are not recommended for survey control.
 KV1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1303.See file dsdata.txt to determine how the superseded data were derived.
 KV1303
 KV1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL255113(NAD 83)
 KV1303_MARKER: DB = BENCH MARK DISK
 KV1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1303_STAMPING: X 24 1942
 KV1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1303+STABILITY: SURFACE MOTION
 KV1303
 KV1303  HISTORY     - Date     Condition        Report By
 KV1303  HISTORY     - 1942     MONUMENTED       CGS
 KV1303  HISTORY     - 1950     GOOD             CGS
 KV1303  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV1303
 KV1303                          STATION DESCRIPTION
 KV1303
 KV1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KV1303'2.3 MI S FROM CHESTER.
 KV1303'2.3 MILES SOUTH ALONG STATE HIGHWAY 31 FROM THE INTERSECTION OF
 KV1303'STATE HIGHWAY 24 AT CHESTER, MORRIS COUNTY, 63.9 FEET NORTHWEST
 KV1303'OF THE CENTER OF THE JUNCTION OF A GRABEL ROAD LEADING NORTHWEST,
 KV1303'62 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 40.3 FEET WEST
 KV1303'OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 5 FEET HIGHER THAN
 KV1303'THE HIGHWAY.
 KV1303
 KV1303                          STATION RECOVERY (1985)
 KV1303
 KV1303'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV1303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0540 ***********************************************************************
 KV0540  DESIGNATION -  X 26
 KV0540  PID         -  KV0540
 KV0540  STATE/COUNTY-  NJ/MIDDLESEX
 KV0540  USGS QUAD   -  PERTH AMBOY (1981)
 KV0540
 KV0540                         *CURRENT SURVEY CONTROL
 KV0540  ___________________________________________________________________
 KV0540* NAD 83(1986)-  40 32 15.     (N)    074 21 50.     (W)     SCALED    
 KV0540* NAVD 88     -        26.613  (meters)      87.31   (feet)  ADJUSTED  
 KV0540  ___________________________________________________________________
 KV0540  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KV0540  DYNAMIC HT  -          26.602 (meters)      87.28  (feet)  COMP
 KV0540  MODELED GRAV-     980,202.3   (mgal)                       NAVD 88
 KV0540
 KV0540  VERT ORDER  -  FIRST     CLASS II
 KV0540
 KV0540.The horizontal coordinates were scaled from a topographic map and have
 KV0540.an estimated accuracy of +/- 6 seconds.
 KV0540
 KV0540.The orthometric height was determined by differential leveling
 KV0540.and adjusted by the National Geodetic Survey in June 1991..
 KV0540
 KV0540.The geoid height was determined by GEOID03.
 KV0540
 KV0540.The dynamic height is computed by dividing the NAVD 88
 KV0540.geopotential number by the normal gravity value computed on the
 KV0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0540.degrees latitude (g = 980.6199 gals.).
 KV0540
 KV0540.The modeled gravity was interpolated from observed gravity values.
 KV0540
 KV0540;                    North         East    Units  Estimated Accuracy
 KV0540;SPC NJ       -   189,200.      161,530.      MT  (+/- 180 meters Scaled)
 KV0540
 KV0540                          SUPERSEDED SURVEY CONTROL
 KV0540
 KV0540  NGVD 29 (04/16/92)   26.907  (m)           88.28   (f) ADJUSTED    1 2
 KV0540
 KV0540.Superseded values are not recommended for survey control.
 KV0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0540.See file dsdata.txt to determine how the superseded data were derived.
 KV0540
 KV0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK538876(NAD 83)
 KV0540_MARKER: DB = BENCH MARK DISK
 KV0540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0540_SP_SET: PIER
 KV0540_STAMPING: X 26 1942
 KV0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0540
 KV0540  HISTORY     - Date     Condition        Report By
 KV0540  HISTORY     - 1942     MONUMENTED       CGS
 KV0540  HISTORY     - 1961     GOOD             CGS
 KV0540  HISTORY     - 1978     GOOD             NGS
 KV0540
 KV0540                          STATION DESCRIPTION
 KV0540
 KV0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0540'AT METUCHEN.
 KV0540'AT METUCHEN, MIDDLESEX COUNTY, 0.25 MILE EAST ALONG THE LEHIGH
 KV0540'VALLEY RAILROAD FROM THE STATION, AT THE OVERHEAD CROSSING
 KV0540'OF STATE HIGHWAY 27, IN THE EAST END OF THE NORTH FACE OF THE
 KV0540'SOUTH CONCRETE PIER, AND ABOUT 5 FEET HIGHER THAN THE TRACK.
 KV0540
 KV0540                          STATION RECOVERY (1978)
 KV0540
 KV0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1354 ***********************************************************************
 KV1354  DESIGNATION -  X 27
 KV1354  PID         -  KV1354
 KV1354  STATE/COUNTY-  NJ/HUNTERDON
 KV1354  USGS QUAD   -  PITTSTOWN (1970)
 KV1354
 KV1354                         *CURRENT SURVEY CONTROL
 KV1354  ___________________________________________________________________
 KV1354* NAD 83(1986)-  40 35 23.     (N)    074 57 51.     (W)     SCALED    
 KV1354* NAVD 88     -       144.249  (meters)     473.26   (feet)  ADJUSTED  
 KV1354  ___________________________________________________________________
 KV1354  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KV1354  DYNAMIC HT  -         144.180 (meters)     473.03  (feet)  COMP
 KV1354  MODELED GRAV-     980,147.1   (mgal)                       NAVD 88
 KV1354
 KV1354  VERT ORDER  -  SECOND    CLASS 0
 KV1354
 KV1354.The horizontal coordinates were scaled from a topographic map and have
 KV1354.an estimated accuracy of +/- 6 seconds.
 KV1354
 KV1354.The orthometric height was determined by differential leveling
 KV1354.and adjusted by the National Geodetic Survey in June 1991..
 KV1354
 KV1354.The geoid height was determined by GEOID03.
 KV1354
 KV1354.The dynamic height is computed by dividing the NAVD 88
 KV1354.geopotential number by the normal gravity value computed on the
 KV1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1354.degrees latitude (g = 980.6199 gals.).
 KV1354
 KV1354.The modeled gravity was interpolated from observed gravity values.
 KV1354
 KV1354;                    North         East    Units  Estimated Accuracy
 KV1354;SPC NJ       -   195,090.      110,710.      MT  (+/- 180 meters Scaled)
 KV1354
 KV1354                          SUPERSEDED SURVEY CONTROL
 KV1354
 KV1354  NGVD 29 (??/??/??)  144.494  (m)          474.06   (f) ADJUSTED    2 0
 KV1354
 KV1354.Superseded values are not recommended for survey control.
 KV1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1354.See file dsdata.txt to determine how the superseded data were derived.
 KV1354
 KV1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK030932(NAD 83)
 KV1354_MARKER: DB = BENCH MARK DISK
 KV1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1354_STAMPING: X 27 1942
 KV1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1354+STABILITY: SURFACE MOTION
 KV1354
 KV1354  HISTORY     - Date     Condition        Report By
 KV1354  HISTORY     - 1942     MONUMENTED       CGS
 KV1354
 KV1354                          STATION DESCRIPTION
 KV1354
 KV1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1354'0.6 MI NW FROM PITTSTOWN.
 KV1354'0.6 MILE NORTHWEST ALONG A TAR ROAD FROM THE JUNCTION OF STATE
 KV1354'HIGHWAY 507 AT PITTSTOWN, HUNTERDON COUNTY, AT THE NORTHEAST
 KV1354'CORNER OF A CULTIVATED FIELD, AT THE JUNCTION OF A DIRT ROAD
 KV1354'LEADING SOUTH TO A FARMHOUSE, 24 FEET SOUTH OF THE CENTERLINE OF
 KV1354'THE TAR ROAD, 14 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD,
 KV1354'AND 1 1/2 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1192 ***********************************************************************
 KV1192  DESIGNATION -  X 28
 KV1192  PID         -  KV1192
 KV1192  STATE/COUNTY-  NJ/HUNTERDON
 KV1192  USGS QUAD   -  FLEMINGTON (1977)
 KV1192
 KV1192                         *CURRENT SURVEY CONTROL
 KV1192  ___________________________________________________________________
 KV1192* NAD 83(1986)-  40 37 04.     (N)    074 46 47.     (W)     SCALED    
 KV1192* NAVD 88     -        51.557  (meters)     169.15   (feet)  ADJUSTED  
 KV1192  ___________________________________________________________________
 KV1192  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 KV1192  DYNAMIC HT  -          51.534 (meters)     169.07  (feet)  COMP
 KV1192  MODELED GRAV-     980,175.3   (mgal)                       NAVD 88
 KV1192
 KV1192  VERT ORDER  -  FIRST     CLASS II
 KV1192
 KV1192.The horizontal coordinates were scaled from a topographic map and have
 KV1192.an estimated accuracy of +/- 6 seconds.
 KV1192
 KV1192.The orthometric height was determined by differential leveling
 KV1192.and adjusted by the National Geodetic Survey in June 1991..
 KV1192
 KV1192.The geoid height was determined by GEOID03.
 KV1192
 KV1192.The dynamic height is computed by dividing the NAVD 88
 KV1192.geopotential number by the normal gravity value computed on the
 KV1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1192.degrees latitude (g = 980.6199 gals.).
 KV1192
 KV1192.The modeled gravity was interpolated from observed gravity values.
 KV1192
 KV1192;                    North         East    Units  Estimated Accuracy
 KV1192;SPC NJ       -   198,140.      126,330.      MT  (+/- 180 meters Scaled)
 KV1192
 KV1192                          SUPERSEDED SURVEY CONTROL
 KV1192
 KV1192  NGVD 29 (??/??/??)   51.809  (m)          169.98   (f) ADJUSTED    1 2
 KV1192
 KV1192.Superseded values are not recommended for survey control.
 KV1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1192.See file dsdata.txt to determine how the superseded data were derived.
 KV1192
 KV1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK186963(NAD 83)
 KV1192_MARKER: DB = BENCH MARK DISK
 KV1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1192_STAMPING: X 28 1942
 KV1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1192+STABILITY: SURFACE MOTION
 KV1192
 KV1192  HISTORY     - Date     Condition        Report By
 KV1192  HISTORY     - 1942     MONUMENTED       CGS
 KV1192  HISTORY     - 19950909 GOOD             USPSQD
 KV1192  HISTORY     - 19981115 GOOD             USPSQD
 KV1192  HISTORY     - 20031122 GOOD             USPSQD
 KV1192
 KV1192                          STATION DESCRIPTION
 KV1192
 KV1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1192'0.5 MI W FROM WHITE HOUSE.
 KV1192'0.5 MILE WEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE
 KV1192'STATION AT WHITE HOUSE, HUNTERDON COUNTY, NORTH ACROSS THE
 KV1192'TRACKS AND A TAR ROAD FROM POLE 44-40, 50 FEET NORTH OF THE
 KV1192'TRACK, 19 FEET NORTH OF THE CENTERLINE OF THE TAR ROAD, AT A
 KV1192'SMALL 2-STORY WHITE HOUSE, IN THE SOUTHEAST CORNER OF THE YARD,
 KV1192'2 FEET EAST OF THE POST OF THE FENCE CORNER AND IN LINE WITH A
 KV1192'ROW OF POWER-TRANSMISSION LINE POLES.
 KV1192
 KV1192                          STATION RECOVERY (1995)
 KV1192
 KV1192'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1192'RECOVERED IN GOOD CONDITION.
 KV1192
 KV1192                          STATION RECOVERY (1998)
 KV1192
 KV1192'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV1192'RECOVERED IN GOOD CONDITION.
 KV1192
 KV1192                          STATION RECOVERY (2003)
 KV1192
 KV1192'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV1192'FENCE NO LONGER EXISTS.  TAR ROAD IS NAMED RAILROAD AVENUE.  MARK IS
 KV1192'27 FEET WEST OF NJ951RG TELEPHONE POLE AND 8 FEET WEST OF MANHOLE
 KV1192'COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0577 ***********************************************************************
 JU0577  DESIGNATION -  X 3
 JU0577  PID         -  JU0577
 JU0577  STATE/COUNTY-  NJ/ATLANTIC
 JU0577  USGS QUAD   -  EGG HARBOR CITY (1977)
 JU0577
 JU0577                         *CURRENT SURVEY CONTROL
 JU0577  ___________________________________________________________________
 JU0577* NAD 83(1986)-  39 31 38.     (N)    074 38 58.     (W)     SCALED    
 JU0577* NAVD 88     -        17.936  (meters)      58.84   (feet)  POSTED    
 JU0577  ___________________________________________________________________
 JU0577  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JU0577  DYNAMIC HT  -          17.930 (meters)      58.83  (feet)  COMP
 JU0577  MODELED GRAV-     980,131.5   (mgal)                       NAVD 88
 JU0577
 JU0577  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JU0577
 JU0577.The horizontal coordinates were scaled from a topographic map and have
 JU0577.an estimated accuracy of +/- 6 seconds.
 JU0577
 JU0577.The orthometric height was determined by differential leveling
 JU0577.and adjusted by the National Geodetic Survey in 1992..
 JU0577.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JU0577.rate of 1.1 thru 2.0 mm/km.
 JU0577
 JU0577.The geoid height was determined by GEOID03.
 JU0577
 JU0577.The dynamic height is computed by dividing the NAVD 88
 JU0577.geopotential number by the normal gravity value computed on the
 JU0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0577.degrees latitude (g = 980.6199 gals.).
 JU0577
 JU0577.The modeled gravity was interpolated from observed gravity values.
 JU0577
 JU0577;                    North         East    Units  Estimated Accuracy
 JU0577;SPC NJ       -    77,040.      137,150.      MT  (+/- 180 meters Scaled)
 JU0577
 JU0577                          SUPERSEDED SURVEY CONTROL
 JU0577
 JU0577  NGVD 29 (??/??/??)   18.302  (m)           60.05   (f) ADJUSTED    1 2
 JU0577
 JU0577.Superseded values are not recommended for survey control.
 JU0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0577.See file dsdata.txt to determine how the superseded data were derived.
 JU0577
 JU0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ301753(NAD 83)
 JU0577_MARKER: DB = BENCH MARK DISK
 JU0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0577_STAMPING: X 3 1924 60.046
 JU0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0577+STABILITY: SURFACE MOTION
 JU0577
 JU0577  HISTORY     - Date     Condition        Report By
 JU0577  HISTORY     - 1924     MONUMENTED       CGS
 JU0577  HISTORY     - 1934     GOOD             CGS
 JU0577
 JU0577                          STATION DESCRIPTION
 JU0577
 JU0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JU0577'AT EGG HARBOR CITY.
 JU0577'AT EGG HARBOR CITY, ATLANTIC COUNTY, 143 FEET NORTH OF WHAT
 JU0577'FORMERLY WAS THE NORTH FACE OF THE PHILADELPHIA AND READING
 JU0577'RAILWAY STATION, 30 1/4 FEET WEST OF WHERE THE FORMER WEST RAIL
 JU0577'WAS, 5 3/4 FEET SOUTH OF THE CROSSWALK WHICH FORMS THE NORTH
 JU0577'BORDER OF THE LAWN AND 9 1/2 FEET WEST OF THE MOST NORTHEASTERLY
 JU0577'MAPLE TREE ON THE LAWN.  A STANDARD DISK, STAMPED X 3 1924,
 JU0577'AND SET IN THE TOP OF A CONCRETE POST.  I STAMPED ON IT 60.046
 JU0577'(NOTE-- THE STATION AND TRACKS HAVE BEEN REMOVED)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0578 ***********************************************************************
 JU0578  DESIGNATION -  X 3 RESET 1934
 JU0578  PID         -  JU0578
 JU0578  STATE/COUNTY-  NJ/ATLANTIC
 JU0578  USGS QUAD   -  EGG HARBOR CITY (1977)
 JU0578
 JU0578                         *CURRENT SURVEY CONTROL
 JU0578  ___________________________________________________________________
 JU0578* NAD 83(1986)-  39 31 41.     (N)    074 39 02.     (W)     SCALED    
 JU0578* NAVD 88     -        17.978  (meters)      58.98   (feet)  ADJUSTED  
 JU0578  ___________________________________________________________________
 JU0578  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JU0578  DYNAMIC HT  -          17.969 (meters)      58.95  (feet)  COMP
 JU0578  MODELED GRAV-     980,131.5   (mgal)                       NAVD 88
 JU0578
 JU0578  VERT ORDER  -  FIRST     CLASS I
 JU0578
 JU0578.The horizontal coordinates were scaled from a topographic map and have
 JU0578.an estimated accuracy of +/- 6 seconds.
 JU0578
 JU0578.The orthometric height was determined by differential leveling
 JU0578.and adjusted by the National Geodetic Survey in June 1991..
 JU0578
 JU0578.The geoid height was determined by GEOID03.
 JU0578
 JU0578.The dynamic height is computed by dividing the NAVD 88
 JU0578.geopotential number by the normal gravity value computed on the
 JU0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0578.degrees latitude (g = 980.6199 gals.).
 JU0578
 JU0578.The modeled gravity was interpolated from observed gravity values.
 JU0578
 JU0578;                    North         East    Units  Estimated Accuracy
 JU0578;SPC NJ       -    77,130.      137,060.      MT  (+/- 180 meters Scaled)
 JU0578
 JU0578                          SUPERSEDED SURVEY CONTROL
 JU0578
 JU0578  NGVD 29 (??/??/??)   18.353  (m)           60.21   (f) ADJUSTED    1 1
 JU0578
 JU0578.Superseded values are not recommended for survey control.
 JU0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0578.See file dsdata.txt to determine how the superseded data were derived.
 JU0578
 JU0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ300754(NAD 83)
 JU0578_MARKER: DB = BENCH MARK DISK
 JU0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0578_STAMPING: X 3 RESET 1934
 JU0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0578+STABILITY: SURFACE MOTION
 JU0578
 JU0578  HISTORY     - Date     Condition        Report By
 JU0578  HISTORY     - 1934     MONUMENTED       CGS
 JU0578  HISTORY     - 1963     GOOD             CGS
 JU0578
 JU0578                          STATION DESCRIPTION
 JU0578
 JU0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0578'AT EGG HARBOR CITY.
 JU0578'AT EGG HARBOR CITY, ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0578'LINES, ABOUT 6 RAILS NORTHWEST OF THE STATION, AT THE CROSSING OF
 JU0578'LIVERPOOL STREET, 36 FEET SOUTHEAST OF SOUTHEAST CURB LINE OF
 JU0578'THE STREET, 13.6 FEET NORTHEAST OF NORTHEAST RAIL, 16 FEET
 JU0578'SOUTHWEST OF SOUTHWEST CURB LINE OF ATLANTIC AVENUE (PARALLELS
 JU0578'TRACK), 1 FOOT SOUTHWEST OF SOUTH CORNER OF A 7-FOOT HIGH METAL
 JU0578'SIGNAL CONTROL BOX, 1/2 FOOT ABOVE LEVEL OF TRACK ABOUT LEVEL WITH
 JU0578'STREET, AND SET IN THE TOP OF A CONCRETE POST 3 INCHES BELOW
 JU0578'SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0758 ***********************************************************************
 LY0758  DESIGNATION -  X 30
 LY0758  PID         -  LY0758
 LY0758  STATE/COUNTY-  NJ/SUSSEX
 LY0758  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY0758
 LY0758                         *CURRENT SURVEY CONTROL
 LY0758  ___________________________________________________________________
 LY0758* NAD 83(1986)-  41 05 22.     (N)    074 54 40.     (W)     SCALED    
 LY0758* NAVD 88     -       417.443  (meters)    1369.56   (feet)  ADJUSTED  
 LY0758  ___________________________________________________________________
 LY0758  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 LY0758  DYNAMIC HT  -         417.259 (meters)    1368.96  (feet)  COMP
 LY0758  MODELED GRAV-     980,169.8   (mgal)                       NAVD 88
 LY0758
 LY0758  VERT ORDER  -  SECOND    CLASS 0
 LY0758
 LY0758.The horizontal coordinates were scaled from a topographic map and have
 LY0758.an estimated accuracy of +/- 6 seconds.
 LY0758
 LY0758.The orthometric height was determined by differential leveling
 LY0758.and adjusted by the National Geodetic Survey in June 1991..
 LY0758
 LY0758.The geoid height was determined by GEOID03.
 LY0758
 LY0758.The dynamic height is computed by dividing the NAVD 88
 LY0758.geopotential number by the normal gravity value computed on the
 LY0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0758.degrees latitude (g = 980.6199 gals.).
 LY0758
 LY0758.The modeled gravity was interpolated from observed gravity values.
 LY0758
 LY0758;                    North         East    Units  Estimated Accuracy
 LY0758;SPC NJ       -   250,560.      115,460.      MT  (+/- 180 meters Scaled)
 LY0758
 LY0758                          SUPERSEDED SURVEY CONTROL
 LY0758
 LY0758  NGVD 29 (??/??/92)  417.634  (m)         1370.19   (f) ADJ UNCH    2 0
 LY0758
 LY0758.Superseded values are not recommended for survey control.
 LY0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0758.See file dsdata.txt to determine how the superseded data were derived.
 LY0758
 LY0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL074486(NAD 83)
 LY0758_MARKER: DB = BENCH MARK DISK
 LY0758_SETTING: 66 = SET IN ROCK OUTCROP
 LY0758_SP_SET: ROCK OUTCROP
 LY0758_STAMPING: X 30 1942
 LY0758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0758+STABILITY: POSITION/ELEVATION WELL
 LY0758
 LY0758  HISTORY     - Date     Condition        Report By
 LY0758  HISTORY     - 1942     MONUMENTED       CGS
 LY0758
 LY0758                          STATION DESCRIPTION
 LY0758
 LY0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0758'4 MI E FROM FLATBROOKVILLE.
 LY0758'0.3 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0758'AT FLATBROOKVILLE, THENCE 0.7 MILE SOUTH ALONG A GRAVEL ROAD,
 LY0758'THENCE 3.0 MILES EAST ALONG A ROUGH GRAVEL ROAD, AT A T INTERSECTION
 LY0758'OF GRAVEL ROADS, 26 FEET NORTHEAST OF THE CENTER LINE OF THE
 LY0758'NORTHWEST-SOUTHEAST ROAD, 25 FEET EAST OF THE NORTH-BOUND ROAD.
 LY0758'A STANDARD DISK, SET IN THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0431 ***********************************************************************
 LY0431  DESIGNATION -  X 31
 LY0431  PID         -  LY0431
 LY0431  STATE/COUNTY-  NJ/PASSAIC
 LY0431  USGS QUAD   -  NEWFOUNDLAND (1997)
 LY0431
 LY0431                         *CURRENT SURVEY CONTROL
 LY0431  ___________________________________________________________________
 LY0431* NAD 83(1986)-  41 07 15.     (N)    074 25 27.     (W)     SCALED    
 LY0431* NAVD 88     -       347.171  (meters)    1139.01   (feet)  ADJUSTED  
 LY0431  ___________________________________________________________________
 LY0431  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 LY0431  DYNAMIC HT  -         347.015 (meters)    1138.50  (feet)  COMP
 LY0431  MODELED GRAV-     980,164.2   (mgal)                       NAVD 88
 LY0431
 LY0431  VERT ORDER  -  SECOND    CLASS 0
 LY0431
 LY0431.The horizontal coordinates were scaled from a topographic map and have
 LY0431.an estimated accuracy of +/- 6 seconds.
 LY0431
 LY0431.The orthometric height was determined by differential leveling
 LY0431.and adjusted by the National Geodetic Survey in June 1991..
 LY0431
 LY0431.The geoid height was determined by GEOID03.
 LY0431
 LY0431.The dynamic height is computed by dividing the NAVD 88
 LY0431.geopotential number by the normal gravity value computed on the
 LY0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0431.degrees latitude (g = 980.6199 gals.).
 LY0431
 LY0431.The modeled gravity was interpolated from observed gravity values.
 LY0431
 LY0431;                    North         East    Units  Estimated Accuracy
 LY0431;SPC NJ       -   253,970.      156,370.      MT  (+/- 180 meters Scaled)
 LY0431
 LY0431                          SUPERSEDED SURVEY CONTROL
 LY0431
 LY0431  NGVD 29 (??/??/92)  347.373  (m)         1139.67   (f) ADJ UNCH    2 0
 LY0431
 LY0431.Superseded values are not recommended for survey control.
 LY0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0431.See file dsdata.txt to determine how the superseded data were derived.
 LY0431
 LY0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL483523(NAD 83)
 LY0431_MARKER: DB = BENCH MARK DISK
 LY0431_SETTING: 66 = SET IN ROCK OUTCROP
 LY0431_SP_SET: ROCK OUTCROP
 LY0431_STAMPING: X 31 1942
 LY0431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0431+STABILITY: POSITION/ELEVATION WELL
 LY0431
 LY0431  HISTORY     - Date     Condition        Report By
 LY0431  HISTORY     - 1942     MONUMENTED       CGS
 LY0431  HISTORY     - 1979     MARK NOT FOUND   NGS
 LY0431  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 LY0431
 LY0431                          STATION DESCRIPTION
 LY0431
 LY0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0431'6.1 MI N FROM NEWFOUNDLAND.
 LY0431'IN PASSAIC COUNTY, 0.3 MILE WEST ALONG STATE HIGHWAY 23 FROM THE
 LY0431'POST OFFICE AT NEWFOUNDLAND, MORRIS COUNTY, THENCE 5.8 MILES
 LY0431'NORTH ALONG A GRAVEL ROAD, 16 FEET SOUTHEAST OF THE CENTERLINE OF
 LY0431'THE ROAD, 19 FEET NORTH OF A TRIANGULAR-BLAZED 6-INCH OAK TREE,
 LY0431'11 FEET SOUTHWEST OF A TRIANGULAR-BLAZED 10-INCH OAK TREE, IN
 LY0431'A ROCK OUTCROP, AND ABOUT 2 1/2 FEET HIGHER THAN THE ROAD.
 LY0431
 LY0431                          STATION RECOVERY (1979)
 LY0431
 LY0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0431'MARK NOT FOUND.
 LY0431
 LY0431                          STATION RECOVERY (1995)
 LY0431
 LY0431'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY0431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0467 ***********************************************************************
 LY0467  DESIGNATION -  X 32
 LY0467  PID         -  LY0467
 LY0467  STATE/COUNTY-  NJ/BERGEN
 LY0467  USGS QUAD   -  RAMSEY (1995)
 LY0467
 LY0467                         *CURRENT SURVEY CONTROL
 LY0467  ___________________________________________________________________
 LY0467* NAD 83(1986)-  41 01 46.     (N)    074 14 12.     (W)     SCALED    
 LY0467* NAVD 88     -        81.350  (meters)     266.90   (feet)  ADJUSTED  
 LY0467  ___________________________________________________________________
 LY0467  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LY0467  DYNAMIC HT  -          81.317 (meters)     266.79  (feet)  COMP
 LY0467  MODELED GRAV-     980,213.9   (mgal)                       NAVD 88
 LY0467
 LY0467  VERT ORDER  -  SECOND    CLASS 0
 LY0467
 LY0467.The horizontal coordinates were scaled from a topographic map and have
 LY0467.an estimated accuracy of +/- 6 seconds.
 LY0467
 LY0467.The orthometric height was determined by differential leveling
 LY0467.and adjusted by the National Geodetic Survey in June 1991..
 LY0467
 LY0467.The geoid height was determined by GEOID03.
 LY0467
 LY0467.The dynamic height is computed by dividing the NAVD 88
 LY0467.geopotential number by the normal gravity value computed on the
 LY0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0467.degrees latitude (g = 980.6199 gals.).
 LY0467
 LY0467.The modeled gravity was interpolated from observed gravity values.
 LY0467
 LY0467;                    North         East    Units  Estimated Accuracy
 LY0467;SPC NJ       -   243,850.      172,140.      MT  (+/- 180 meters Scaled)
 LY0467
 LY0467                          SUPERSEDED SURVEY CONTROL
 LY0467
 LY0467  NGVD 29 (??/??/92)   81.615  (m)          267.77   (f) ADJ UNCH    2 0
 LY0467
 LY0467.Superseded values are not recommended for survey control.
 LY0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0467.See file dsdata.txt to determine how the superseded data were derived.
 LY0467
 LY0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL641423(NAD 83)
 LY0467_MARKER: DB = BENCH MARK DISK
 LY0467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0467_SP_SET: BRIDGE
 LY0467_STAMPING: X 32 1942
 LY0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0467
 LY0467  HISTORY     - Date     Condition        Report By
 LY0467  HISTORY     - 1942     MONUMENTED       CGS
 LY0467
 LY0467                          STATION DESCRIPTION
 LY0467
 LY0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0467'0.3 MI NE FROM OAKLAND.
 LY0467'ABOUT 0.3 MILE NORTHEAST ALONG U.S. HIGHWAY 202 FROM THE POST
 LY0467'OFFICE AT OAKLAND, BERGEN COUNTY, AT THE JUNCTION OF HIGHWAY 200,
 LY0467'AT A CONCRETE BRIDGE, IN THE SOUTHWEST END OF THE NORTHWEST
 LY0467'RAILING, AND 22 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 LY0467'202.  A STANDARD DISK, STAMPED X 32 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0746 ***********************************************************************
 LY0746  DESIGNATION -  X 33
 LY0746  PID         -  LY0746
 LY0746  STATE/COUNTY-  NJ/WARREN
 LY0746  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY0746
 LY0746                         *CURRENT SURVEY CONTROL
 LY0746  ___________________________________________________________________
 LY0746* NAD 83(1986)-  41 02 52.     (N)    074 57 56.     (W)     SCALED    
 LY0746* NAVD 88     -       300.981  (meters)     987.47   (feet)  ADJUSTED  
 LY0746  ___________________________________________________________________
 LY0746  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 LY0746  DYNAMIC HT  -         300.848 (meters)     987.03  (feet)  COMP
 LY0746  MODELED GRAV-     980,175.5   (mgal)                       NAVD 88
 LY0746
 LY0746  VERT ORDER  -  SECOND    CLASS 0
 LY0746
 LY0746.The horizontal coordinates were scaled from a topographic map and have
 LY0746.an estimated accuracy of +/- 6 seconds.
 LY0746
 LY0746.The orthometric height was determined by differential leveling
 LY0746.and adjusted by the National Geodetic Survey in June 1991..
 LY0746
 LY0746.The geoid height was determined by GEOID03.
 LY0746
 LY0746.The dynamic height is computed by dividing the NAVD 88
 LY0746.geopotential number by the normal gravity value computed on the
 LY0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0746.degrees latitude (g = 980.6199 gals.).
 LY0746
 LY0746.The modeled gravity was interpolated from observed gravity values.
 LY0746
 LY0746;                    North         East    Units  Estimated Accuracy
 LY0746;SPC NJ       -   245,960.      110,860.      MT  (+/- 180 meters Scaled)
 LY0746
 LY0746                          SUPERSEDED SURVEY CONTROL
 LY0746
 LY0746  NGVD 29 (??/??/92)  301.175  (m)          988.11   (f) ADJ UNCH    2 0
 LY0746
 LY0746.Superseded values are not recommended for survey control.
 LY0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0746.See file dsdata.txt to determine how the superseded data were derived.
 LY0746
 LY0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL028440(NAD 83)
 LY0746_MARKER: DB = BENCH MARK DISK
 LY0746_SETTING: 80 = SET IN A BOULDER
 LY0746_SP_SET: BOULDER
 LY0746_STAMPING: X 33 1942
 LY0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0746+STABILITY: SURFACE MOTION
 LY0746
 LY0746  HISTORY     - Date     Condition        Report By
 LY0746  HISTORY     - 1942     MONUMENTED       CGS
 LY0746  HISTORY     - 1954     MARK NOT FOUND   USGS
 LY0746
 LY0746                          STATION DESCRIPTION
 LY0746
 LY0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0746'1.9 MI S FROM MILLBROOK.
 LY0746'1.9 MILES SOUTH ALONG A GRAVEL ROAD FROM THE MILLBROOK INN
 LY0746'AT MILLBROOK, ABOUT 300 FEET SOUTHWEST OF A SMALL MOUNTAIN HOME,
 LY0746'ACROSS THE ROAD FROM A SMALL APPLE ORCHARD 25 FEET NORTHWEST OF
 LY0746'THE CENTER LINE OF THE ROAD, AND 5 FEET WEST OF A 10-INCH OAK
 LY0746'TREE.  A STANDARD DISK, SET IN THE TOP OF A LARGE OUTCROPPING
 LY0746'BOULDER, AND ABOUT 6 FEET HIGHER THAN THE ROAD.
 LY0746
 LY0746                          STATION RECOVERY (1954)
 LY0746
 LY0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LY0746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0831 ***********************************************************************
 LY0831  DESIGNATION -  X 34
 LY0831  PID         -  LY0831
 LY0831  STATE/COUNTY-  NJ/SUSSEX
 LY0831  USGS QUAD   -  CULVERS GAP (1997)
 LY0831
 LY0831                         *CURRENT SURVEY CONTROL
 LY0831  ___________________________________________________________________
 LY0831* NAD 83(1986)-  41 12 25.     (N)    074 48 11.     (W)     SCALED    
 LY0831* NAVD 88     -       167.152  (meters)     548.40   (feet)  ADJUSTED  
 LY0831  ___________________________________________________________________
 LY0831  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LY0831  DYNAMIC HT  -         167.080 (meters)     548.16  (feet)  COMP
 LY0831  MODELED GRAV-     980,190.5   (mgal)                       NAVD 88
 LY0831
 LY0831  VERT ORDER  -  SECOND    CLASS 0
 LY0831
 LY0831.The horizontal coordinates were scaled from a topographic map and have
 LY0831.an estimated accuracy of +/- 6 seconds.
 LY0831
 LY0831.The orthometric height was determined by differential leveling
 LY0831.and adjusted by the National Geodetic Survey in June 1991..
 LY0831
 LY0831.The geoid height was determined by GEOID03.
 LY0831
 LY0831.The dynamic height is computed by dividing the NAVD 88
 LY0831.geopotential number by the normal gravity value computed on the
 LY0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0831.degrees latitude (g = 980.6199 gals.).
 LY0831
 LY0831.The modeled gravity was interpolated from observed gravity values.
 LY0831
 LY0831;                    North         East    Units  Estimated Accuracy
 LY0831;SPC NJ       -   263,570.      124,590.      MT  (+/- 180 meters Scaled)
 LY0831
 LY0831                          SUPERSEDED SURVEY CONTROL
 LY0831
 LY0831  NGVD 29 (??/??/92)  167.340  (m)          549.01   (f) ADJ UNCH    2 0
 LY0831
 LY0831.Superseded values are not recommended for survey control.
 LY0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0831.See file dsdata.txt to determine how the superseded data were derived.
 LY0831
 LY0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL165617(NAD 83)
 LY0831_MARKER: DB = BENCH MARK DISK
 LY0831_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0831_SP_SET: BRIDGE WINGWALL
 LY0831_STAMPING: X 34 1942
 LY0831_MARK LOGO: CGS   
 LY0831_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0831+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2004
 LY0831
 LY0831  HISTORY     - Date     Condition        Report By
 LY0831  HISTORY     - 1942     MONUMENTED       CGS
 LY0831  HISTORY     - 19950110 GOOD             NJGS
 LY0831  HISTORY     - 20030916 POOR             INDIV
 LY0831  HISTORY     - 20040825 GOOD             STEWRT
 LY0831
 LY0831                          STATION DESCRIPTION
 LY0831
 LY0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0831'13.2 MI SW FROM COLESVILLE AREA.
 LY0831'4.2 MILES SOUTHWEST ALONG THE COLESVILLE TO BEEMERVILLE GRAVEL
 LY0831'ROAD FROM THE POST OFFICE AT COLESVILLE, THENCE 1.7 MILES
 LY0831'SOUTHWEST ALONG A NARROW GRAVEL ROAD, THENCE 0.7 MILE NORTHWEST
 LY0831'ALONG AN OLD ABANDONED ROAD, THENCE 1.9 MILES NORTHWEST ALONG
 LY0831'CRIGGER ROAD, THENCE 2.1 MILES SOUTHWEST ALONG SKELLINGER
 LY0831'ROAD, THENCE 2.5 MILES SOUTHWEST ALONG FLATBROOK ROAD, THENCE
 LY0831'0.1 MILE SOUTH ALONG STATE HIGHWAY NO. S 31, AT A CONCRETE
 LY0831'BRIDGE OVER BIG FLAT BROOK.  A STANDARD DISK, SET IN THE TOP OF
 LY0831'THE SOUTH END OF THE NORTHEAST WING WALL, AND 22.7 FEET EAST OF
 LY0831'THE CENTER LINE OF THE HIGHWAY.
 LY0831
 LY0831                          STATION RECOVERY (1995)
 LY0831
 LY0831'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0831'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE BRIDGE
 LY0831'MENTIONED IS NOW STRUCTURE NUMBER 1912160, AT MILEPOST 122.56 ON U.S.
 LY0831'HIGHWAY 206.
 LY0831
 LY0831                          STATION RECOVERY (2003)
 LY0831
 LY0831'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (AG)
 LY0831'RECOVERED IN SPALLED CONDITION
 LY0831
 LY0831                          STATION RECOVERY (2004)
 LY0831
 LY0831'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2004 (JMS)
 LY0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0767 ***********************************************************************
 LY0767  DESIGNATION -  X 35
 LY0767  PID         -  LY0767
 LY0767  STATE/COUNTY-  NJ/SUSSEX
 LY0767  USGS QUAD   -  NEWTON WEST (1994)
 LY0767
 LY0767                         *CURRENT SURVEY CONTROL
 LY0767  ___________________________________________________________________
 LY0767* NAD 83(1986)-  41 02 05.     (N)    074 50 07.     (W)     SCALED    
 LY0767* NAVD 88     -       196.899  (meters)     645.99   (feet)  ADJUSTED  
 LY0767  ___________________________________________________________________
 LY0767  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 LY0767  DYNAMIC HT  -         196.812 (meters)     645.71  (feet)  COMP
 LY0767  MODELED GRAV-     980,178.0   (mgal)                       NAVD 88
 LY0767
 LY0767  VERT ORDER  -  SECOND    CLASS 0
 LY0767
 LY0767.The horizontal coordinates were scaled from a topographic map and have
 LY0767.an estimated accuracy of +/- 6 seconds.
 LY0767
 LY0767.The orthometric height was determined by differential leveling
 LY0767.and adjusted by the National Geodetic Survey in June 1991..
 LY0767
 LY0767.The geoid height was determined by GEOID03.
 LY0767
 LY0767.The dynamic height is computed by dividing the NAVD 88
 LY0767.geopotential number by the normal gravity value computed on the
 LY0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0767.degrees latitude (g = 980.6199 gals.).
 LY0767
 LY0767.The modeled gravity was interpolated from observed gravity values.
 LY0767
 LY0767;                    North         East    Units  Estimated Accuracy
 LY0767;SPC NJ       -   244,460.      121,810.      MT  (+/- 180 meters Scaled)
 LY0767
 LY0767                          SUPERSEDED SURVEY CONTROL
 LY0767
 LY0767  NGVD 29 (??/??/92)  197.105  (m)          646.67   (f) ADJ UNCH    2 0
 LY0767
 LY0767.Superseded values are not recommended for survey control.
 LY0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0767.See file dsdata.txt to determine how the superseded data were derived.
 LY0767
 LY0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL138426(NAD 83)
 LY0767_MARKER: DB = BENCH MARK DISK
 LY0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0767_STAMPING: X 35 1942
 LY0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0767+STABILITY: SURFACE MOTION
 LY0767
 LY0767  HISTORY     - Date     Condition        Report By
 LY0767  HISTORY     - 1942     MONUMENTED       CGS
 LY0767
 LY0767                          STATION DESCRIPTION
 LY0767
 LY0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0767'2.5 MI SE FROM MIDDLEVILLE.
 LY0767'1.6 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0767'AT MIDDLEVILLE, THENCE 0.4 MILE SOUTHEAST ALONG A GRAVEL ROAD,
 LY0767'THENCE 0.5 MILE EAST ALONG A BLACK TOP ROAD, IN THE CENTER OF
 LY0767'A TRIANGLE FORMED BY A Y APPROACH OF A GRAVEL ROAD, 56 FEET EAST
 LY0767'OF THE CENTER LINE OF THE NORTH-SOUTH PART OF THE Y, 25 FEET
 LY0767'NORTHWEST OF THE NORTHEAST-SOUTHWEST PART OF THE Y, 33 FEET SOUTH
 LY0767'OF THE CENTER LINE OF THE BLACK TOP ROAD, 27 FEET SOUTHWEST OF
 LY0767'TELEPHONE POLE NO. 216, AND 2 FEET NORTH OF A STANDARD REFERENCE
 LY0767'POST.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0770 ***********************************************************************
 KV0770  DESIGNATION -  X 36
 KV0770  PID         -  KV0770
 KV0770  STATE/COUNTY-  NJ/MIDDLESEX
 KV0770  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0770
 KV0770                         *CURRENT SURVEY CONTROL
 KV0770  ___________________________________________________________________
 KV0770* NAD 83(1986)-  40 27 46.     (N)    074 15 30.     (W)     SCALED    
 KV0770* NAVD 88     -         3.082  (meters)      10.11   (feet)  ADJUSTED  
 KV0770  ___________________________________________________________________
 KV0770  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KV0770  DYNAMIC HT  -           3.081 (meters)      10.11  (feet)  COMP
 KV0770  MODELED GRAV-     980,220.6   (mgal)                       NAVD 88
 KV0770
 KV0770  VERT ORDER  -  FIRST     CLASS II
 KV0770
 KV0770.The horizontal coordinates were scaled from a topographic map and have
 KV0770.an estimated accuracy of +/- 6 seconds.
 KV0770
 KV0770.The orthometric height was determined by differential leveling
 KV0770.and adjusted by the National Geodetic Survey in June 1991..
 KV0770.WARNING-Repeat measurements at this control monument indicate possible
 KV0770.vertical movement.
 KV0770
 KV0770.The geoid height was determined by GEOID03.
 KV0770
 KV0770.The dynamic height is computed by dividing the NAVD 88
 KV0770.geopotential number by the normal gravity value computed on the
 KV0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0770.degrees latitude (g = 980.6199 gals.).
 KV0770
 KV0770.The modeled gravity was interpolated from observed gravity values.
 KV0770
 KV0770;                    North         East    Units  Estimated Accuracy
 KV0770;SPC NJ       -   180,920.      170,500.      MT  (+/- 180 meters Scaled)
 KV0770
 KV0770                          SUPERSEDED SURVEY CONTROL
 KV0770
 KV0770  NGVD 29 (04/16/92)    3.382  (m)           11.10   (f) ADJUSTED    1 2
 KV0770
 KV0770.Superseded values are not recommended for survey control.
 KV0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0770.See file dsdata.txt to determine how the superseded data were derived.
 KV0770
 KV0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK628793(NAD 83)
 KV0770_MARKER: DB = BENCH MARK DISK
 KV0770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0770_SP_SET: BRIDGE ABUTMENT
 KV0770_STAMPING: X 36 1952
 KV0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0770+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2005
 KV0770
 KV0770  HISTORY     - Date     Condition        Report By
 KV0770  HISTORY     - 1952     MONUMENTED       CGS
 KV0770  HISTORY     - 1964     GOOD             CGS
 KV0770  HISTORY     - 1979     GOOD             NGS
 KV0770  HISTORY     - 1986     GOOD             USPSQD
 KV0770  HISTORY     - 20051109 GOOD             GEOCAC
 KV0770
 KV0770                          STATION DESCRIPTION
 KV0770
 KV0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0770'AT MORGAN.
 KV0770'AT MORGAN, SET VERTICALLY IN THE NORTHEAST FACE OF THE SOUTHEAST
 KV0770'ABUTMENT OF STATE HIGHWAY 35 BRIDGE OVER CHEESEQUAKE CREEK, 32
 KV0770'FEET SOUTHEAST OF THE CENTER LINE OF A BLACK TOP ROAD THAT IS
 KV0770'UNDER THE BRIDGE, ABOUT 2 FEET ABOVE THE GROUND.
 KV0770
 KV0770                          STATION RECOVERY (1979)
 KV0770
 KV0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0770'RECOVERED IN GOOD CONDITION.
 KV0770
 KV0770                          STATION RECOVERY (1986)
 KV0770
 KV0770'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0770'RECOVERED IN GOOD CONDITION.
 KV0770
 KV0770                          STATION RECOVERY (2005)
 KV0770
 KV0770'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 KV0770'HANDHELD COORDINATES ARE N40-27-43.86 W074-15-26.34.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0239 ***********************************************************************
 KV0239  DESIGNATION -  X 37 RESET 1960
 KV0239  PID         -  KV0239
 KV0239  STATE/COUNTY-  NJ/ESSEX
 KV0239  USGS QUAD   -  ELIZABETH (1995)
 KV0239
 KV0239                         *CURRENT SURVEY CONTROL
 KV0239  ___________________________________________________________________
 KV0239* NAD 83(1986)-  40 41 46.     (N)    074 09 35.     (W)     SCALED    
 KV0239* NAVD 88     -         2.52   (meters)       8.3    (feet)  RESET     
 KV0239  ___________________________________________________________________
 KV0239  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KV0239
 KV0239  VERT ORDER  -  THIRD
 KV0239
 KV0239.This mark is at Newark Airport (EWR)
 KV0239
 KV0239.The horizontal coordinates were scaled from a topographic map and have
 KV0239.an estimated accuracy of +/- 6 seconds.
 KV0239
 KV0239.The orthometric height was computed from unverified reset data.
 KV0239
 KV0239.The geoid height was determined by GEOID03.
 KV0239
 KV0239;                    North         East    Units  Estimated Accuracy
 KV0239;SPC NJ       -   206,860.      178,760.      MT  (+/- 180 meters Scaled)
 KV0239
 KV0239                          SUPERSEDED SURVEY CONTROL
 KV0239
 KV0239  NGVD 29 (??/??/??)    2.86   (m)            9.4    (f) RESET       3  
 KV0239
 KV0239.Superseded values are not recommended for survey control.
 KV0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0239.See file dsdata.txt to determine how the superseded data were derived.
 KV0239
 KV0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL709053(NAD 83)
 KV0239_MARKER: DB = BENCH MARK DISK
 KV0239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0239_SP_SET: BUILDING
 KV0239_STAMPING: X 37 RESET 1960
 KV0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0239+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2001
 KV0239
 KV0239  HISTORY     - Date     Condition        Report By
 KV0239  HISTORY     - 1960     MONUMENTED       CGS
 KV0239  HISTORY     - 1973     GOOD             NGS
 KV0239  HISTORY     - 20010314 GOOD             PORANY
 KV0239
 KV0239                          STATION DESCRIPTION
 KV0239
 KV0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV0239'AT NEWARK.
 KV0239'THIS MARK IS LOCATED AT NEWARK, N.J., AT THE NEWARK AIRPORT,
 KV0239'SET IN THE CENTER OF THE NORTH WALL OF THE HIGH VOLTAGE POWER
 KV0239'STATION, IN A DRILL HOLE 2 FEET ABOVE THE GROUND.
 KV0239
 KV0239                          STATION RECOVERY (1973)
 KV0239
 KV0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KV0239'RECOVERED IN GOOD CONDITION.
 KV0239
 KV0239                          STATION RECOVERY (2001)
 KV0239
 KV0239'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV0239'MARK IN RESTRICTED AREA ON ELECTRIC VAULT BUILDING EAST SIDE OF
 KV0239'AIRPORT APPROXIMATELY ONE MILE SOUTH OF BUILDING NUMBER FIVE.
 KV0239'PERMISSION TO OCCUPY MUST BE OBTAINED AT PORT AUTHORITY OF NEW YORK
 KV0239'AND NEW JERSEY ADMINISTRATION BUILDING.  THREE WIRE LEVELING INDICATES
 KV0239'SEVERE SETTLEMENT OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0283 ***********************************************************************
 KV0283  DESIGNATION -  X 38
 KV0283  PID         -  KV0283
 KV0283  STATE/COUNTY-  NJ/HUDSON
 KV0283  USGS QUAD   -  JERSEY CITY (1981)
 KV0283
 KV0283                         *CURRENT SURVEY CONTROL
 KV0283  ___________________________________________________________________
 KV0283* NAD 83(1986)-  40 44 35.     (N)    074 05 10.     (W)     SCALED    
 KV0283* NAVD 88     -         1.636  (meters)       5.37   (feet)  ADJUSTED  
 KV0283  ___________________________________________________________________
 KV0283  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KV0283  DYNAMIC HT  -           1.636 (meters)       5.37  (feet)  COMP
 KV0283  MODELED GRAV-     980,237.9   (mgal)                       NAVD 88
 KV0283
 KV0283  VERT ORDER  -  FIRST     CLASS I
 KV0283
 KV0283.The horizontal coordinates were scaled from a topographic map and have
 KV0283.an estimated accuracy of +/- 6 seconds.
 KV0283
 KV0283.The orthometric height was determined by differential leveling
 KV0283.and adjusted by the National Geodetic Survey in June 1991..
 KV0283
 KV0283.The geoid height was determined by GEOID03.
 KV0283
 KV0283.The dynamic height is computed by dividing the NAVD 88
 KV0283.geopotential number by the normal gravity value computed on the
 KV0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0283.degrees latitude (g = 980.6199 gals.).
 KV0283
 KV0283.The modeled gravity was interpolated from observed gravity values.
 KV0283
 KV0283;                    North         East    Units  Estimated Accuracy
 KV0283;SPC NJ       -   212,100.      184,950.      MT  (+/- 180 meters Scaled)
 KV0283
 KV0283                          SUPERSEDED SURVEY CONTROL
 KV0283
 KV0283  NGVD 29 (04/16/92)    1.981  (m)            6.50   (f) ADJUSTED    1 1
 KV0283
 KV0283.Superseded values are not recommended for survey control.
 KV0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0283.See file dsdata.txt to determine how the superseded data were derived.
 KV0283
 KV0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL771106(NAD 83)
 KV0283_MARKER: DB = BENCH MARK DISK
 KV0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0283_SP_SET: TOWER LEG BASE
 KV0283_STAMPING: X 38 1952
 KV0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0283
 KV0283  HISTORY     - Date     Condition        Report By
 KV0283  HISTORY     - 1952     MONUMENTED       CGS
 KV0283  HISTORY     - 1965     GOOD             CGS
 KV0283  HISTORY     - 1984     GOOD             LOCSUR
 KV0283
 KV0283                          STATION DESCRIPTION
 KV0283
 KV0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0283'AT KEARNY.
 KV0283'AT KEARNY, AT THE NORTHWEST END OF STATE HIGHWAY 10 BRIDGE OVER
 KV0283'HACKENSACK RIVER, SET IN THE TOP OF THE CONCRETE BASE OF THE
 KV0283'NORTHWEST LEG OF THE FIRST STEEL TOWER NORTHEAST OF HIGHWAY
 KV0283'OF A POWER TRANSMISSION LINE WITH STEEL TOWERS (THE SOUTH
 KV0283'ONE OF TWO TRANSMISSION LINES), 138 FEET EAST OF NORTHEAST END
 KV0283'OF NORTHWEST ABUTMENT OF BRIDGE AND ABOUT 1/2 FOOT ABOVE GROUND.
 KV0283
 KV0283                          STATION RECOVERY (1965)
 KV0283
 KV0283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0283'RECOVERED IN GOOD CONDITION.
 KV0283
 KV0283                          STATION RECOVERY (1984)
 KV0283
 KV0283'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 KV0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1643 ***********************************************************************
 KU1643  DESIGNATION -  X 40
 KU1643  PID         -  KU1643
 KU1643  STATE/COUNTY-  NJ/BERGEN
 KU1643  USGS QUAD   -  CENTRAL PARK (1979)
 KU1643
 KU1643                         *CURRENT SURVEY CONTROL
 KU1643  ___________________________________________________________________
 KU1643* NAD 83(1986)-  40 51 11.     (N)    073 57 50.     (W)     SCALED    
 KU1643* NAVD 88     -        80.594  (meters)     264.42   (feet)  ADJUSTED  
 KU1643  ___________________________________________________________________
 KU1643  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 KU1643  DYNAMIC HT  -          80.564 (meters)     264.32  (feet)  COMP
 KU1643  MODELED GRAV-     980,251.9   (mgal)                       NAVD 88
 KU1643
 KU1643  VERT ORDER  -  SECOND    CLASS 0
 KU1643
 KU1643.The horizontal coordinates were scaled from a topographic map and have
 KU1643.an estimated accuracy of +/- 6 seconds.
 KU1643
 KU1643.The orthometric height was determined by differential leveling
 KU1643.and adjusted by the National Geodetic Survey in June 1991..
 KU1643
 KU1643.The geoid height was determined by GEOID03.
 KU1643
 KU1643.The dynamic height is computed by dividing the NAVD 88
 KU1643.geopotential number by the normal gravity value computed on the
 KU1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1643.degrees latitude (g = 980.6199 gals.).
 KU1643
 KU1643.The modeled gravity was interpolated from observed gravity values.
 KU1643
 KU1643;                    North         East    Units  Estimated Accuracy
 KU1643;SPC NJ       -   224,370.      195,200.      MT  (+/- 180 meters Scaled)
 KU1643
 KU1643                          SUPERSEDED SURVEY CONTROL
 KU1643
 KU1643  NGVD 29 (??/??/92)   80.902  (m)          265.43   (f) ADJ UNCH    2 0
 KU1643
 KU1643.Superseded values are not recommended for survey control.
 KU1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1643.See file dsdata.txt to determine how the superseded data were derived.
 KU1643
 KU1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL873229(NAD 83)
 KU1643_MARKER: DB = BENCH MARK DISK
 KU1643_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KU1643_SP_SET: PIER
 KU1643_STAMPING: X 40 1956
 KU1643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KU1643
 KU1643  HISTORY     - Date     Condition        Report By
 KU1643  HISTORY     - 1956     MONUMENTED       CGS
 KU1643  HISTORY     - 19990818 MARK NOT FOUND   PORANY
 KU1643
 KU1643                          STATION DESCRIPTION
 KU1643
 KU1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU1643'2.5 MI S FROM ENGLEWOOD CLIFFS.
 KU1643'0.15 MILE EAST ALONG PALISADES AVENUE FROM THE MUNICIPAL BUILDING
 KU1643'AT ENGLEWOOD CLIFFS, THENCE 0.9 MILE SOUTH ALONG HUDSON TERRACE,
 KU1643'ABOUT 100 YARDS SOUTH OF THE WEST END OF THE GEORGE WASHINGTON
 KU1643'BRIDGE ALONG RIVER STREET, SET VERTICALLY IN THE EAST FACE OF THE
 KU1643'NORTH ONE OF TWO PIERS SUPPORTING THE FIRST APPROACH SOUTH OF THE
 KU1643'GEORGE WASHINGTON BRIDGE OVER RIVER STREET, 48 FEET WEST OF THE
 KU1643'CENTER OF RIVER STREET AND 2 FEET ABOVE THE GROUND.
 KU1643
 KU1643                          STATION RECOVERY (1999)
 KU1643
 KU1643'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 1999 (SSZ)
 KU1643'AREA SUBJECTED TO NEW CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0820 ***********************************************************************
 KV0820  DESIGNATION -  X 5
 KV0820  PID         -  KV0820
 KV0820  STATE/COUNTY-  NJ/MONMOUTH
 KV0820  USGS QUAD   -  ASBURY PARK (1989)
 KV0820
 KV0820                         *CURRENT SURVEY CONTROL
 KV0820  ___________________________________________________________________
 KV0820* NAD 83(1986)-  40 09 02.     (N)    074 02 07.     (W)     SCALED    
 KV0820* NAVD 88     -         7.170  (meters)      23.52   (feet)  POSTED    
 KV0820  ___________________________________________________________________
 KV0820  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV0820  DYNAMIC HT  -           7.170 (meters)      23.52  (feet)  COMP
 KV0820  MODELED GRAV-     980,162.0   (mgal)                       NAVD 88
 KV0820
 KV0820  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KV0820
 KV0820.The horizontal coordinates were scaled from a topographic map and have
 KV0820.an estimated accuracy of +/- 6 seconds.
 KV0820
 KV0820.The orthometric height was determined by differential leveling
 KV0820.and adjusted by the National Geodetic Survey in 1992..
 KV0820.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KV0820.rate of 0.0 thru 1.0 mm/km.
 KV0820
 KV0820.The geoid height was determined by GEOID03.
 KV0820
 KV0820.The dynamic height is computed by dividing the NAVD 88
 KV0820.geopotential number by the normal gravity value computed on the
 KV0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0820.degrees latitude (g = 980.6199 gals.).
 KV0820
 KV0820.The modeled gravity was interpolated from observed gravity values.
 KV0820
 KV0820;                    North         East    Units  Estimated Accuracy
 KV0820;SPC NJ       -   146,330.      189,590.      MT  (+/- 180 meters Scaled)
 KV0820
 KV0820                          SUPERSEDED SURVEY CONTROL
 KV0820
 KV0820  NGVD 29 (04/16/92)    7.493  (m)           24.58   (f) ADJUSTED    1 1
 KV0820
 KV0820.Superseded values are not recommended for survey control.
 KV0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0820.See file dsdata.txt to determine how the superseded data were derived.
 KV0820
 KV0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK821449(NAD 83)
 KV0820_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV0820_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0820
 KV0820  HISTORY     - Date     Condition        Report By
 KV0820  HISTORY     - 1930     MONUMENTED       CGS
 KV0820  HISTORY     - 1979     MARK NOT FOUND   NGS
 KV0820  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV0820  HISTORY     - 19920701 MARK NOT FOUND   USPSQD
 KV0820
 KV0820                          STATION DESCRIPTION
 KV0820
 KV0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV0820'THE STONE SILL OF THE TICKET OFFICE HAS BEEN PATCHED WITH CONCRETE
 KV0820'AS THE DISK MUST HAVE BEEN REMOVED.
 KV0820
 KV0820                          STATION RECOVERY (1984)
 KV0820
 KV0820'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0820'MARK NOT FOUND.
 KV0820
 KV0820                          STATION RECOVERY (1992)
 KV0820
 KV0820'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0872 ***********************************************************************
 KV0872  DESIGNATION -  X 53
 KV0872  PID         -  KV0872
 KV0872  STATE/COUNTY-  NJ/MONMOUTH
 KV0872  USGS QUAD   -  LONG BRANCH (1981)
 KV0872
 KV0872                         *CURRENT SURVEY CONTROL
 KV0872  ___________________________________________________________________
 KV0872* NAD 83(1986)-  40 21 55.     (N)    074 00 04.     (W)     SCALED    
 KV0872* NAVD 88     -        11.861  (meters)      38.91   (feet)  ADJUSTED  
 KV0872  ___________________________________________________________________
 KV0872  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KV0872  DYNAMIC HT  -          11.855 (meters)      38.89  (feet)  COMP
 KV0872  MODELED GRAV-     980,186.3   (mgal)                       NAVD 88
 KV0872
 KV0872  VERT ORDER  -  SECOND    CLASS 0
 KV0872
 KV0872.The horizontal coordinates were scaled from a topographic map and have
 KV0872.an estimated accuracy of +/- 6 seconds.
 KV0872
 KV0872.The orthometric height was determined by differential leveling
 KV0872.and adjusted by the National Geodetic Survey in June 1991..
 KV0872
 KV0872.The geoid height was determined by GEOID03.
 KV0872
 KV0872.The dynamic height is computed by dividing the NAVD 88
 KV0872.geopotential number by the normal gravity value computed on the
 KV0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0872.degrees latitude (g = 980.6199 gals.).
 KV0872
 KV0872.The modeled gravity was interpolated from observed gravity values.
 KV0872
 KV0872;                    North         East    Units  Estimated Accuracy
 KV0872;SPC NJ       -   170,190.      192,370.      MT  (+/- 180 meters Scaled)
 KV0872
 KV0872                          SUPERSEDED SURVEY CONTROL
 KV0872
 KV0872  NGVD 29 (04/16/92)   12.179  (m)           39.96   (f) ADJUSTED    2 0
 KV0872
 KV0872.Superseded values are not recommended for survey control.
 KV0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0872.See file dsdata.txt to determine how the superseded data were derived.
 KV0872
 KV0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK848687(NAD 83)
 KV0872_MARKER: DB = BENCH MARK DISK
 KV0872_SETTING: 0 = UNSPECIFIED SETTING
 KV0872_STAMPING: X 53 1961
 KV0872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0872
 KV0872  HISTORY     - Date     Condition        Report By
 KV0872  HISTORY     - 1961     MONUMENTED       CGS
 KV0872  HISTORY     - 19920710 MARK NOT FOUND   USPSQD
 KV0872
 KV0872                          STATION DESCRIPTION
 KV0872
 KV0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0872'1.4 MI NW FROM SEA BRIGHT.
 KV0872'0.1 MILE NORTH ON OCEAN AVE. FROM THE POST OFFICE AT SEA
 KV0872'BRIGHT, THENCE LEFT ACROSS BRIDGE AND WEST ON RUMSON ROAD FOR
 KV0872'1.1 MILE, THENCE NORTH ON BINGHAM DRIVE FOR 0.2 MILE.  78 FEET
 KV0872'NORTH OF A FIRE HYDRANT, 3 FEET SOUTH OF THE EXTENDED CURB
 KV0872'OF BINGHAM HILL DRIVE AND 2 FEET EAST OF A METAL C AND GS WITNESS
 KV0872'POST.
 KV0872
 KV0872                          STATION RECOVERY (1992)
 KV0872
 KV0872'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0155 ***********************************************************************
 JU0155  DESIGNATION -  X 54
 JU0155  PID         -  JU0155
 JU0155  STATE/COUNTY-  NJ/OCEAN
 JU0155  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0155
 JU0155                         *CURRENT SURVEY CONTROL
 JU0155  ___________________________________________________________________
 JU0155* NAD 83(1986)-  39 41 26.     (N)    074 08 37.     (W)     SCALED    
 JU0155* NAVD 88     -         1.183  (meters)       3.88   (feet)  ADJUSTED  
 JU0155  ___________________________________________________________________
 JU0155  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU0155  DYNAMIC HT  -           1.182 (meters)       3.88  (feet)  COMP
 JU0155  MODELED GRAV-     980,155.9   (mgal)                       NAVD 88
 JU0155
 JU0155  VERT ORDER  -  FIRST     CLASS I
 JU0155
 JU0155.The horizontal coordinates were scaled from a topographic map and have
 JU0155.an estimated accuracy of +/- 6 seconds.
 JU0155
 JU0155.The orthometric height was determined by differential leveling
 JU0155.and adjusted by the National Geodetic Survey in June 1991..
 JU0155
 JU0155.The geoid height was determined by GEOID03.
 JU0155
 JU0155.The dynamic height is computed by dividing the NAVD 88
 JU0155.geopotential number by the normal gravity value computed on the
 JU0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0155.degrees latitude (g = 980.6199 gals.).
 JU0155
 JU0155.The modeled gravity was interpolated from observed gravity values.
 JU0155
 JU0155;                    North         East    Units  Estimated Accuracy
 JU0155;SPC NJ       -    95,220.      180,570.      MT  (+/- 180 meters Scaled)
 JU0155
 JU0155                          SUPERSEDED SURVEY CONTROL
 JU0155
 JU0155  NGVD 29 (??/??/??)    1.566  (m)            5.14   (f) ADJUSTED    1 1
 JU0155
 JU0155.Superseded values are not recommended for survey control.
 JU0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0155.See file dsdata.txt to determine how the superseded data were derived.
 JU0155
 JU0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ734937(NAD 83)
 JU0155_MARKER: DB = BENCH MARK DISK
 JU0155_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0155_SP_SET: APRON
 JU0155_STAMPING: X 54 1961
 JU0155_MARK LOGO: CGS   
 JU0155_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0155+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 JU0155
 JU0155  HISTORY     - Date     Condition        Report By
 JU0155  HISTORY     - 1961     MONUMENTED       CGS
 JU0155  HISTORY     - 1964     GOOD             CGS
 JU0155  HISTORY     - 1983     GOOD             USPSQD
 JU0155  HISTORY     - 1987     GOOD             USPSQD
 JU0155  HISTORY     - 1988     GOOD             USPSQD
 JU0155  HISTORY     - 20010606 GOOD             NJGS
 JU0155  HISTORY     - 20060421 GOOD             GEOCAC
 JU0155
 JU0155                          STATION DESCRIPTION
 JU0155
 JU0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0155'2.4 MI NE FROM HARVEY CEDARS.
 JU0155'ON LONG BEACH ISLAND, AT HARVEY CEDARS, ABOUT 2.35 MILES
 JU0155'NORTHEAST ALONG LONG BEACH BLVD FROM THE SURF CITY BOROUGH HALL,
 JU0155'ON THE GROUNDS OF THE LONG BEACH ISLAND FISHING CLUB, SET ON TOP
 JU0155'AND NEAR THE NORTHWEST EDGE OF THE CONCRETE APRON AT THE
 JU0155'NORTHEAST ENTRANCE TO A GARAGE, 4.5 FEET EAST OF THE NORTH CORNER
 JU0155'OF GARAGE, 3.3 FEET NORTHEAST OF THE NORTHEAST SIDE OF GARAGE,
 JU0155'162 FEET SOUTHWEST OF THE CENTER LINE OF CAPE MAY AVENUE, 129
 JU0155'FEET NORTHEAST OF THE CENTER LINE OF CUMBERLAND AVENUE, 95 FEET
 JU0155'SOUTHEAST OF THE CENTER LINE OF LONG BEACH BLVD, ABOUT 2 INCHES
 JU0155'ABOVE THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE BLVD.
 JU0155
 JU0155                          STATION RECOVERY (1983)
 JU0155
 JU0155'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU0155'RECOVERED IN GOOD CONDITION.
 JU0155
 JU0155                          STATION RECOVERY (1987)
 JU0155
 JU0155'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0155'RECOVERED IN GOOD CONDITION.
 JU0155
 JU0155                          STATION RECOVERY (1988)
 JU0155
 JU0155'RECOVERY NOTE BY US POWER SQUADRON 1988 (KLB)
 JU0155'RECOVERED IN GOOD CONDITION.
 JU0155
 JU0155                          STATION RECOVERY (2001)
 JU0155
 JU0155'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (RJK)
 JU0155'RECOVERED AS DESCRIBED.
 JU0155
 JU0155                          STATION RECOVERY (2006)
 JU0155
 JU0155'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0155'HANDHELD COORDINATES ARE N39-41-25.50 W074-08-36.84.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0278 ***********************************************************************
 JU0278  DESIGNATION -  X 55
 JU0278  PID         -  JU0278
 JU0278  STATE/COUNTY-  NJ/ATLANTIC
 JU0278  USGS QUAD   -  OCEANVILLE (1989)
 JU0278
 JU0278                         *CURRENT SURVEY CONTROL
 JU0278  ___________________________________________________________________
 JU0278* NAD 83(1986)-  39 29 36.     (N)    074 24 57.     (W)     SCALED    
 JU0278* NAVD 88     -         0.615  (meters)       2.02   (feet)  ADJUSTED  
 JU0278  ___________________________________________________________________
 JU0278  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JU0278  DYNAMIC HT  -           0.615 (meters)       2.02  (feet)  COMP
 JU0278  MODELED GRAV-     980,133.5   (mgal)                       NAVD 88
 JU0278
 JU0278  VERT ORDER  -  SECOND    CLASS 0
 JU0278
 JU0278.The horizontal coordinates were scaled from a topographic map and have
 JU0278.an estimated accuracy of +/- 6 seconds.
 JU0278
 JU0278.The orthometric height was determined by differential leveling
 JU0278.and adjusted by the National Geodetic Survey in June 1991..
 JU0278
 JU0278.The geoid height was determined by GEOID03.
 JU0278
 JU0278.The dynamic height is computed by dividing the NAVD 88
 JU0278.geopotential number by the normal gravity value computed on the
 JU0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0278.degrees latitude (g = 980.6199 gals.).
 JU0278
 JU0278.The modeled gravity was interpolated from observed gravity values.
 JU0278
 JU0278;                    North         East    Units  Estimated Accuracy
 JU0278;SPC NJ       -    73,270.      157,240.      MT  (+/- 180 meters Scaled)
 JU0278
 JU0278                          SUPERSEDED SURVEY CONTROL
 JU0278
 JU0278  NGVD 29 (04/16/92)    1.003  (m)            3.29   (f) ADJUSTED    2 0
 JU0278
 JU0278.Superseded values are not recommended for survey control.
 JU0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0278.See file dsdata.txt to determine how the superseded data were derived.
 JU0278
 JU0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ502716(NAD 83)
 JU0278_MARKER: DB = BENCH MARK DISK
 JU0278_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU0278_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JU0278_STAMPING: X 55 1961
 JU0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0278
 JU0278  HISTORY     - Date     Condition        Report By
 JU0278  HISTORY     - 1961     MONUMENTED       CGS
 JU0278
 JU0278                          STATION DESCRIPTION
 JU0278
 JU0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0278'2.2 MI E FROM SMITHVILLE.
 JU0278'1.5 MILES EAST ALONG COUNTY ROAD 561 FROM THE JUNCTION OF U.S.
 JU0278'HIGHWAY 9 AT SMITHVILLE, THENCE 0.45 EAST AND NORTHEAST ON DIRT
 JU0278'ROAD TO LEEDS POINT BOAT DOCK, THENCE 0.3 MILE EAST ACROSS
 JU0278'MARSH, 75 FEET SOUTHEAST OF AND IN THE EXTENDED CENTERLINE
 JU0278'OF LANDING CREEK, LEADING TO LEEDS POINT BOAT DOCKS.  DISK BRAZED
 JU0278'TO A 5 FOOT LONG, 3 INCH GALVANIZED IRON PIPE PROJECTING 5
 JU0278'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0496 ***********************************************************************
 JU0496  DESIGNATION -  X 56
 JU0496  PID         -  JU0496
 JU0496  STATE/COUNTY-  NJ/ATLANTIC
 JU0496  USGS QUAD   -  MARMORA (1994)
 JU0496
 JU0496                         *CURRENT SURVEY CONTROL
 JU0496  ___________________________________________________________________
 JU0496* NAD 83(1986)-  39 20 14.     (N)    074 38 43.     (W)     SCALED    
 JU0496* NAVD 88     -         1.842  (meters)       6.04   (feet)  ADJUSTED  
 JU0496  ___________________________________________________________________
 JU0496  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 JU0496  DYNAMIC HT  -           1.841 (meters)       6.04  (feet)  COMP
 JU0496  MODELED GRAV-     980,110.1   (mgal)                       NAVD 88
 JU0496
 JU0496  VERT ORDER  -  FIRST     CLASS II
 JU0496
 JU0496.The horizontal coordinates were scaled from a topographic map and have
 JU0496.an estimated accuracy of +/- 6 seconds.
 JU0496
 JU0496.The orthometric height was determined by differential leveling
 JU0496.and adjusted by the National Geodetic Survey in June 1991..
 JU0496.WARNING-Repeat measurements at this control monument indicate possible
 JU0496.vertical movement.
 JU0496
 JU0496.The geoid height was determined by GEOID03.
 JU0496
 JU0496.The dynamic height is computed by dividing the NAVD 88
 JU0496.geopotential number by the normal gravity value computed on the
 JU0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0496.degrees latitude (g = 980.6199 gals.).
 JU0496
 JU0496.The modeled gravity was interpolated from observed gravity values.
 JU0496
 JU0496;                    North         East    Units  Estimated Accuracy
 JU0496;SPC NJ       -    55,950.      137,480.      MT  (+/- 180 meters Scaled)
 JU0496
 JU0496                          SUPERSEDED SURVEY CONTROL
 JU0496
 JU0496  NGVD 29 (01/10/92)    2.236  (m)            7.34   (f) ADJUSTED    1 2
 JU0496
 JU0496.Superseded values are not recommended for survey control.
 JU0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0496.See file dsdata.txt to determine how the superseded data were derived.
 JU0496
 JU0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ305542(NAD 83)
 JU0496_MARKER: DB = BENCH MARK DISK
 JU0496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0496_SP_SET: BRIDGE
 JU0496_STAMPING: X 56
 JU0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0496
 JU0496  HISTORY     - Date     Condition        Report By
 JU0496  HISTORY     - UNK      MONUMENTED       CGS
 JU0496  HISTORY     - 1961     GOOD             CGS
 JU0496  HISTORY     - 1979     GOOD             NGS
 JU0496
 JU0496                          STATION DESCRIPTION
 JU0496
 JU0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0496'0.6 MI SE FROM SCULLVILLE.
 JU0496'0.6 MILE SOUTHEAST ON COUNTY ROAD 559 FROM SCULLVILLE PUBLIC
 JU0496'SCHOOL NO. 1 OR 0.2 MILE NORTHWEST OF CROSSROADS IN SCULLVILLE.
 JU0496'IN THE NORTHEAST HEADWALL OF A CONCRETE AND ROCK BRIDGE OVER
 JU0496'LAKES CREEK, 27 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 JU0496'HEADWALL AND 17 FEET NORTHEAST OF THE CENTER LINE OF COUNTY
 JU0496'ROAD 559.  SET IN A VERTICAL DRILL HOLE 1 FOOT ABOVE THE ROAD.
 JU0496
 JU0496                          STATION RECOVERY (1979)
 JU0496
 JU0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0496'NOTE, THE CROSSROADS ARE HIGHWAYS 559 AND 651, JEFFER LANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0402 ***********************************************************************
 JU0402  DESIGNATION -  X 57
 JU0402  PID         -  JU0402
 JU0402  STATE/COUNTY-  NJ/CAPE MAY
 JU0402  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0402
 JU0402                         *CURRENT SURVEY CONTROL
 JU0402  ___________________________________________________________________
 JU0402* NAD 83(1986)-  39 09 10.     (N)    074 41 36.     (W)     SCALED    
 JU0402* NAVD 88     -         2.267  (meters)       7.44   (feet)  ADJUSTED  
 JU0402  ___________________________________________________________________
 JU0402  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 JU0402  DYNAMIC HT  -           2.266 (meters)       7.43  (feet)  COMP
 JU0402  MODELED GRAV-     980,074.8   (mgal)                       NAVD 88
 JU0402  OBS GRAVITY -     980,075.7   (mgal)                       GRAV_OBS
 JU0402
 JU0402  VERT ORDER  -  FIRST     CLASS II
 JU0402
 JU0402.The horizontal coordinates were scaled from a topographic map and have
 JU0402.an estimated accuracy of +/- 6 seconds.
 JU0402
 JU0402.The orthometric height was determined by differential leveling
 JU0402.and adjusted by the National Geodetic Survey in March 2001..
 JU0402.No vertical observational check was made to the station.
 JU0402
 JU0402.The geoid height was determined by GEOID03.
 JU0402
 JU0402.The dynamic height is computed by dividing the NAVD 88
 JU0402.geopotential number by the normal gravity value computed on the
 JU0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0402.degrees latitude (g = 980.6199 gals.).
 JU0402
 JU0402.The modeled gravity was interpolated from observed gravity values.
 JU0402.The observed gravity was obtained from relative gravimeter ties
 JU0402.to the IGSN71 gravity network.
 JU0402
 JU0402;                    North         East    Units  Estimated Accuracy
 JU0402;SPC NJ       -    35,480.      133,290.      MT  (+/- 180 meters Scaled)
 JU0402
 JU0402                          SUPERSEDED SURVEY CONTROL
 JU0402
 JU0402  NAVD 88 (06/15/91)    2.278  (m)            7.47   (f) UNKNOWN     1 2
 JU0402  NGVD 29 (04/16/92)    2.664  (m)            8.74   (f) ADJUSTED    1 2
 JU0402
 JU0402.Superseded values are not recommended for survey control.
 JU0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0402.See file dsdata.txt to determine how the superseded data were derived.
 JU0402
 JU0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ264337(NAD 83)
 JU0402_MARKER: DB = BENCH MARK DISK
 JU0402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0402_SP_SET: WALL BUILDING
 JU0402_STAMPING: X 57 1961
 JU0402_MARK LOGO: CGS   
 JU0402_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0402+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 JU0402
 JU0402  HISTORY     - Date     Condition        Report By
 JU0402  HISTORY     - 1961     MONUMENTED       CGS
 JU0402  HISTORY     - 1971     GOOD             NGS
 JU0402  HISTORY     - 1979     GOOD             NGS
 JU0402  HISTORY     - 19960923 GOOD             NJGS
 JU0402  HISTORY     - 20060128 GOOD             GEOCAC
 JU0402
 JU0402                          STATION DESCRIPTION
 JU0402
 JU0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JU0402'AT SEA ISLE CITY.
 JU0402'SET IN A VERTICAL DRILL HOLE IN THE SOUTHEAST BRICK WALL AT THE
 JU0402'SOUTH CORNER OF THE CITY HALL BUILDING AND 2 FEET ABOVE THE
 JU0402'GROUND 33 FEET NORTHEAST OF THE NORTHEAST CURB OF 45TH STREET,
 JU0402'29.9 FEET NORTHWEST OF THE NORTHWEST CURB OF LANDIS AVENUE, AND
 JU0402'3 FEET NORTHEAST OF THE SOUTH CORNER OF THE BUILDING.
 JU0402
 JU0402                          STATION RECOVERY (1979)
 JU0402
 JU0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0402'RECOVERED IN GOOD CONDITION.
 JU0402
 JU0402                          STATION RECOVERY (1996)
 JU0402
 JU0402'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU0402'RECOVERED AS DESCRIBED.
 JU0402
 JU0402                          STATION RECOVERY (2006)
 JU0402
 JU0402'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0402'HANDHELD COORDINATES ARE N39-09-10.62 W074-41-36.72.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0459 ***********************************************************************
 JU0459  DESIGNATION -  X 58
 JU0459  PID         -  JU0459
 JU0459  STATE/COUNTY-  NJ/CAPE MAY
 JU0459  USGS QUAD   -  WOODBINE (1972)
 JU0459
 JU0459                         *CURRENT SURVEY CONTROL
 JU0459  ___________________________________________________________________
 JU0459* NAD 83(1986)-  39 10 26.     (N)    074 46 45.     (W)     SCALED    
 JU0459* NAVD 88     -         6.726  (meters)      22.07   (feet)  ADJUSTED  
 JU0459  ___________________________________________________________________
 JU0459  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 JU0459  DYNAMIC HT  -           6.723 (meters)      22.06  (feet)  COMP
 JU0459  MODELED GRAV-     980,080.5   (mgal)                       NAVD 88
 JU0459
 JU0459  VERT ORDER  -  FIRST     CLASS II
 JU0459
 JU0459.The horizontal coordinates were scaled from a topographic map and have
 JU0459.an estimated accuracy of +/- 6 seconds.
 JU0459
 JU0459.The orthometric height was determined by differential leveling
 JU0459.and adjusted by the National Geodetic Survey in June 1991..
 JU0459
 JU0459.The geoid height was determined by GEOID03.
 JU0459
 JU0459.The dynamic height is computed by dividing the NAVD 88
 JU0459.geopotential number by the normal gravity value computed on the
 JU0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0459.degrees latitude (g = 980.6199 gals.).
 JU0459
 JU0459.The modeled gravity was interpolated from observed gravity values.
 JU0459
 JU0459;                    North         East    Units  Estimated Accuracy
 JU0459;SPC NJ       -    37,840.      125,880.      MT  (+/- 180 meters Scaled)
 JU0459
 JU0459                          SUPERSEDED SURVEY CONTROL
 JU0459
 JU0459  NGVD 29 (04/16/92)    7.113  (m)           23.34   (f) ADJUSTED    1 2
 JU0459
 JU0459.Superseded values are not recommended for survey control.
 JU0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0459.See file dsdata.txt to determine how the superseded data were derived.
 JU0459
 JU0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ190360(NAD 83)
 JU0459_MARKER: DB = BENCH MARK DISK
 JU0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0459_STAMPING: X 58 1961
 JU0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0459+STABILITY: SURFACE MOTION
 JU0459
 JU0459  HISTORY     - Date     Condition        Report By
 JU0459  HISTORY     - 1961     MONUMENTED       CGS
 JU0459  HISTORY     - 1979     GOOD             NGS
 JU0459
 JU0459                          STATION DESCRIPTION
 JU0459
 JU0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0459'1.6 MI E FROM SOUTH DENNIS.
 JU0459'1.65 MILE EAST ON SOUTH DENNIS AND SOUTH SEAVILLE ROADS FROM THE
 JU0459'JUNCTION WITH STATE HIGHWAY 83 IN SOUTH DENNIS THENCE 0.95 MILE
 JU0459'WEST OF MARK Q 8 AT THE ABANDONED RAILROAD CROSSING IN SOUTH
 JU0459'SEAVILLE.  89.3 FEET SOUTHEAST AND ACROSS THE ROAD FROM A LONE
 JU0459'CEDAR TREE, 29.2 FEET SOUTH OF THE CENTER LINE OF THE BLACK TOPPED
 JU0459'ROAD AND 11.9 FEET SOUTH OF TELEPHONE POLE NO. 213 AND 1 FOOT
 JU0459'ABOVE THE LEVEL OF THE ROAD.  SET IN THE TOP OF A CONCRETE POST
 JU0459'PROJECTING 3 INCHES.
 JU0459
 JU0459                          STATION RECOVERY (1979)
 JU0459
 JU0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0977 ***********************************************************************
 JU0977  DESIGNATION -  X 59
 JU0977  PID         -  JU0977
 JU0977  STATE/COUNTY-  NJ/CUMBERLAND
 JU0977  USGS QUAD   -  SHILOH (1993)
 JU0977
 JU0977                         *CURRENT SURVEY CONTROL
 JU0977  ___________________________________________________________________
 JU0977* NAD 83(1986)-  39 25 12.     (N)    075 20 40.     (W)     SCALED    
 JU0977* NAVD 88     -         9.325  (meters)      30.59   (feet)  ADJUSTED  
 JU0977  ___________________________________________________________________
 JU0977  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JU0977  DYNAMIC HT  -           9.320 (meters)      30.58  (feet)  COMP
 JU0977  MODELED GRAV-     980,116.8   (mgal)                       NAVD 88
 JU0977
 JU0977  VERT ORDER  -  SECOND    CLASS 0
 JU0977
 JU0977.The horizontal coordinates were scaled from a topographic map and have
 JU0977.an estimated accuracy of +/- 6 seconds.
 JU0977
 JU0977.The orthometric height was determined by differential leveling
 JU0977.and adjusted by the National Geodetic Survey in June 1991..
 JU0977
 JU0977.The geoid height was determined by GEOID03.
 JU0977
 JU0977.The dynamic height is computed by dividing the NAVD 88
 JU0977.geopotential number by the normal gravity value computed on the
 JU0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0977.degrees latitude (g = 980.6199 gals.).
 JU0977
 JU0977.The modeled gravity was interpolated from observed gravity values.
 JU0977
 JU0977;                    North         East    Units  Estimated Accuracy
 JU0977;SPC NJ       -    65,460.       77,290.      MT  (+/- 180 meters Scaled)
 JU0977
 JU0977                          SUPERSEDED SURVEY CONTROL
 JU0977
 JU0977  NGVD 29 (04/16/92)    9.626  (m)           31.58   (f) ADJUSTED    2 0
 JU0977
 JU0977.Superseded values are not recommended for survey control.
 JU0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0977.See file dsdata.txt to determine how the superseded data were derived.
 JU0977
 JU0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ703634(NAD 83)
 JU0977_MARKER: DB = BENCH MARK DISK
 JU0977_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JU0977_SP_SET: RETAINING WALL
 JU0977_STAMPING: X 59 1961
 JU0977_MARK LOGO: CGS   
 JU0977_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0977+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1998
 JU0977
 JU0977  HISTORY     - Date     Condition        Report By
 JU0977  HISTORY     - 1961     MONUMENTED       CGS
 JU0977  HISTORY     - 19950129 POOR             USPSQD
 JU0977  HISTORY     - 19980915 POOR             NJGS
 JU0977
 JU0977                          STATION DESCRIPTION
 JU0977
 JU0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0977'0.5 MI NE FROM OTHELLO.
 JU0977'0.15 MILE NORTHWEST ON BLACKTOPPED ROAD FROM THE CHURCH AND
 JU0977'CEMETERY IN OTHELLO THENCE 0.35 MILE NORTHEAST ON THE ROAD TO
 JU0977'ROADSTOWN AND SHILOH.  26 FEET SOUTHEAST AND ACROSS DITCH FROM THE
 JU0977'CENTER LINE AND 1 FOOT BELOW THE LEVEL OF THE ROAD.  SET IN A
 JU0977'DRILL HOLE IN THE NORTHEAST END OF A RETAINING WALL ON THE
 JU0977'SOUTHEAST SIDE OF THE BLACK TOPPED ROAD.
 JU0977
 JU0977                          STATION RECOVERY (1995)
 JU0977
 JU0977'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0977'MARK RECOVERED IN POOR CONDITION.
 JU0977
 JU0977                          STATION RECOVERY (1998)
 JU0977
 JU0977'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU0977'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0071 ***********************************************************************
 JU0071  DESIGNATION -  X 6
 JU0071  PID         -  JU0071
 JU0071  STATE/COUNTY-  NJ/OCEAN
 JU0071  USGS QUAD   -  FORKED RIVER (1989)
 JU0071
 JU0071                         *CURRENT SURVEY CONTROL
 JU0071  ___________________________________________________________________
 JU0071* NAD 83(1986)-  39 45 13.     (N)    074 13 27.     (W)     SCALED    
 JU0071* NAVD 88     -        12.732  (meters)      41.77   (feet)  ADJUSTED  
 JU0071  ___________________________________________________________________
 JU0071  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JU0071  DYNAMIC HT  -          12.727 (meters)      41.76  (feet)  COMP
 JU0071  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 JU0071
 JU0071  VERT ORDER  -  FIRST     CLASS I
 JU0071
 JU0071.The horizontal coordinates were scaled from a topographic map and have
 JU0071.an estimated accuracy of +/- 6 seconds.
 JU0071
 JU0071.The orthometric height was determined by differential leveling
 JU0071.and adjusted by the National Geodetic Survey in June 1991..
 JU0071
 JU0071.The geoid height was determined by GEOID03.
 JU0071
 JU0071.The dynamic height is computed by dividing the NAVD 88
 JU0071.geopotential number by the normal gravity value computed on the
 JU0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0071.degrees latitude (g = 980.6199 gals.).
 JU0071
 JU0071.The modeled gravity was interpolated from observed gravity values.
 JU0071
 JU0071;                    North         East    Units  Estimated Accuracy
 JU0071;SPC NJ       -   102,200.      173,640.      MT  (+/- 180 meters Scaled)
 JU0071
 JU0071                          SUPERSEDED SURVEY CONTROL
 JU0071
 JU0071  NGVD 29 (04/16/92)   13.109  (m)           43.01   (f) ADJUSTED    1 1
 JU0071
 JU0071.Superseded values are not recommended for survey control.
 JU0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0071.See file dsdata.txt to determine how the superseded data were derived.
 JU0071
 JU0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK664006(NAD 83)
 JU0071_MARKER: DB = BENCH MARK DISK
 JU0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0071_SP_SET: BUILDING
 JU0071_STAMPING: X 6 1930 43.097
 JU0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0071
 JU0071  HISTORY     - Date     Condition        Report By
 JU0071  HISTORY     - 1930     MONUMENTED       CGS
 JU0071  HISTORY     - 1964     GOOD             CGS
 JU0071  HISTORY     - 1979     GOOD             NGS
 JU0071  HISTORY     - 1984     GOOD             USPSQD
 JU0071  HISTORY     - 1987     GOOD             USPSQD
 JU0071  HISTORY     - 1987     GOOD             USPSQD
 JU0071  HISTORY     - 19961114 GOOD             USPSQD
 JU0071
 JU0071                          STATION DESCRIPTION
 JU0071
 JU0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0071'AT BARNEGAT.
 JU0071'AT BARNEGAT, ABOUT 104 YARDS NORTHWEST ALONG OCEAN COUNTY ROAD
 JU0071'534 FROM THE INTERSECTION OF U.S. HIGHWAY 9, NEAR THE
 JU0071'INTERSECTION OF RAILROAD AVENUE, SET VERTICALLY IN THE NORTHWEST
 JU0071'FACE OF THE BRICK WALL NEAR THE WEST CORNER OF THE FIRST NATIONAL
 JU0071'BANK, 4.2 FEET NORTHEAST OF THE WEST CORNER OF THE BUILDING,
 JU0071'17.2 FEET NORTHEAST OF THE NORTHEAST CURB OF THE COUNTY ROAD,
 JU0071'10.5 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE AVENUE AND
 JU0071'ABOUT 2.3 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 JU0071
 JU0071                          STATION RECOVERY (1979)
 JU0071
 JU0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0071'RECOVERED IN GOOD CONDITION.
 JU0071
 JU0071                          STATION RECOVERY (1984)
 JU0071
 JU0071'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0071'OCEAN COUNTY HIGHWAY 532 HAS BEEN CHANGED TO OCEAN COUNTY HIGHWAY 554
 JU0071'AND SHOULD BE SO NOTED IN THE DESCRIPTION. THE FIRST NATIONAL BANK
 JU0071'BUILDING NO LONGER SERVES AS A BANK, IT'S PRESENT USE COULD NOT BE
 JU0071'DETERMINED.
 JU0071
 JU0071                          STATION RECOVERY (1987)
 JU0071
 JU0071'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0071'RECOVERED IN GOOD CONDITION.
 JU0071
 JU0071                          STATION RECOVERY (1987)
 JU0071
 JU0071'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0071'RECOVERED IN GOOD CONDITION.
 JU0071
 JU0071                          STATION RECOVERY (1996)
 JU0071
 JU0071'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0546 ***********************************************************************
 JU0546  DESIGNATION -  X 62
 JU0546  PID         -  JU0546
 JU0546  STATE/COUNTY-  NJ/CAMDEN
 JU0546  USGS QUAD   -  CLEMENTON (1981)
 JU0546
 JU0546                         *CURRENT SURVEY CONTROL
 JU0546  ___________________________________________________________________
 JU0546* NAD 83(1986)-  39 45 44.     (N)    074 56 26.     (W)     SCALED    
 JU0546* NAVD 88     -        48.803  (meters)     160.11   (feet)  ADJUSTED  
 JU0546  ___________________________________________________________________
 JU0546  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JU0546  DYNAMIC HT  -          48.779 (meters)     160.04  (feet)  COMP
 JU0546  MODELED GRAV-     980,148.8   (mgal)                       NAVD 88
 JU0546
 JU0546  VERT ORDER  -  FIRST     CLASS I
 JU0546
 JU0546.The horizontal coordinates were scaled from a topographic map and have
 JU0546.an estimated accuracy of +/- 6 seconds.
 JU0546
 JU0546.The orthometric height was determined by differential leveling
 JU0546.and adjusted by the National Geodetic Survey in June 1991..
 JU0546
 JU0546.The geoid height was determined by GEOID03.
 JU0546
 JU0546.The dynamic height is computed by dividing the NAVD 88
 JU0546.geopotential number by the normal gravity value computed on the
 JU0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0546.degrees latitude (g = 980.6199 gals.).
 JU0546
 JU0546.The modeled gravity was interpolated from observed gravity values.
 JU0546
 JU0546;                    North         East    Units  Estimated Accuracy
 JU0546;SPC NJ       -   103,210.      112,250.      MT  (+/- 180 meters Scaled)
 JU0546
 JU0546                          SUPERSEDED SURVEY CONTROL
 JU0546
 JU0546  NGVD 29 (??/??/??)   49.161  (m)          161.29   (f) ADJUSTED    1 1
 JU0546
 JU0546.Superseded values are not recommended for survey control.
 JU0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0546.See file dsdata.txt to determine how the superseded data were derived.
 JU0546
 JU0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK050013(NAD 83)
 JU0546_MARKER: DB = BENCH MARK DISK
 JU0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0546_STAMPING: X 62 1963
 JU0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0546+STABILITY: SURFACE MOTION
 JU0546
 JU0546  HISTORY     - Date     Condition        Report By
 JU0546  HISTORY     - 1963     MONUMENTED       CGS
 JU0546  HISTORY     - 1964     GOOD             CGS
 JU0546  HISTORY     - 1983     GOOD             LOCSUR
 JU0546  HISTORY     - 19950313 MARK NOT FOUND   NJGS
 JU0546
 JU0546                          STATION DESCRIPTION
 JU0546
 JU0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0546'0.8 MI NW FROM WILLIAMSTOWN JCT.
 JU0546'0.85 MILE NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0546'FROM THE STATION AT WILLIAMSTOWN JUNCTION, AT A BLACK TOP ROAD
 JU0546'CROSSING IN THE COMMUNITY OF PENBRYN, 46 FEET EAST OF CENTER OF
 JU0546'THE CROSSING, 20 FEET NORTHEAST OF NORTHEAST RAIL, 7 FEET
 JU0546'SOUTHEAST OF A TELEPHONE POLE, 2 FEET NORTHWEST OF A STEEL WITNESS
 JU0546'POST, 1/2 FOOT ABOVE LEVEL OF TRACK, AND SET IN THE TOP OF A
 JU0546'CONCRETE POST PROJECTING 3 INCHES.
 JU0546
 JU0546                          STATION RECOVERY (1983)
 JU0546
 JU0546'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JU0546'STEEL WITNESS POST RUSTED OFF AND LAYING ON GROUND.
 JU0546
 JU0546                          STATION RECOVERY (1995)
 JU0546
 JU0546'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0546'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0546'SEARCH BY A TWO MAN PARTY.  ONLY THE BASE WITH THE STEM INTACT WAS
 JU0546'RECOVERED.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0568 ***********************************************************************
 JU0568  DESIGNATION -  X 63
 JU0568  PID         -  JU0568
 JU0568  STATE/COUNTY-  NJ/ATLANTIC
 JU0568  USGS QUAD   -  NEWTONVILLE (1972)
 JU0568
 JU0568                         *CURRENT SURVEY CONTROL
 JU0568  ___________________________________________________________________
 JU0568* NAD 83(1986)-  39 35 56.     (N)    074 45 09.     (W)     SCALED    
 JU0568* NAVD 88     -        25.938  (meters)      85.10   (feet)  ADJUSTED  
 JU0568  ___________________________________________________________________
 JU0568  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JU0568  DYNAMIC HT  -          25.925 (meters)      85.06  (feet)  COMP
 JU0568  MODELED GRAV-     980,132.0   (mgal)                       NAVD 88
 JU0568
 JU0568  VERT ORDER  -  FIRST     CLASS I
 JU0568
 JU0568.The horizontal coordinates were scaled from a topographic map and have
 JU0568.an estimated accuracy of +/- 6 seconds.
 JU0568
 JU0568.The orthometric height was determined by differential leveling
 JU0568.and adjusted by the National Geodetic Survey in June 1991..
 JU0568
 JU0568.The geoid height was determined by GEOID03.
 JU0568
 JU0568.The dynamic height is computed by dividing the NAVD 88
 JU0568.geopotential number by the normal gravity value computed on the
 JU0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0568.degrees latitude (g = 980.6199 gals.).
 JU0568
 JU0568.The modeled gravity was interpolated from observed gravity values.
 JU0568
 JU0568;                    North         East    Units  Estimated Accuracy
 JU0568;SPC NJ       -    85,010.      128,320.      MT  (+/- 180 meters Scaled)
 JU0568
 JU0568                          SUPERSEDED SURVEY CONTROL
 JU0568
 JU0568  NGVD 29 (??/??/??)   26.306  (m)           86.31   (f) ADJUSTED    1 1
 JU0568
 JU0568.Superseded values are not recommended for survey control.
 JU0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0568.See file dsdata.txt to determine how the superseded data were derived.
 JU0568
 JU0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ212832(NAD 83)
 JU0568_MARKER: DB = BENCH MARK DISK
 JU0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0568_STAMPING: X 63 1963
 JU0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0568+STABILITY: SURFACE MOTION
 JU0568
 JU0568  HISTORY     - Date     Condition        Report By
 JU0568  HISTORY     - 1963     MONUMENTED       CGS
 JU0568  HISTORY     - 1964     GOOD             CGS
 JU0568
 JU0568                          STATION DESCRIPTION
 JU0568
 JU0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0568'2.4 MI NW FROM ELWOOD.
 JU0568'2.45 MILES NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0568'LINES FROM THE WAITING STATION AT ELWOOD, ABOUT 3.75 MILES
 JU0568'SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE LINES FROM THE
 JU0568'STATION AT HAMMONTON, AT A POINT WHERE POWER LINE CROSSES TRACK,
 JU0568'303 FEET SOUTHEAST AND ACROSS TRACK FROM MILEPOST 34, 16 FEET
 JU0568'NORTHEAST OF NORTHEAST RAIL, 3 1/2 FEET NORTHWEST OF A TELEPHONE
 JU0568'POLE, 1.5 FEET SOUTHEAST OF A STEEL WITNESS POST, 1 FOOT ABOVE
 JU0568'LEVEL OF TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU0568'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0560 ***********************************************************************
 JU0560  DESIGNATION -  X 64
 JU0560  PID         -  JU0560
 JU0560  STATE/COUNTY-  NJ/ATLANTIC
 JU0560  USGS QUAD   -  HAMMONTON (1981)
 JU0560
 JU0560                         *CURRENT SURVEY CONTROL
 JU0560  ___________________________________________________________________
 JU0560* NAD 83(1986)-  39 38 23.     (N)    074 48 39.     (W)     SCALED    
 JU0560* NAVD 88     -        32.433  (meters)     106.41   (feet)  ADJUSTED  
 JU0560  ___________________________________________________________________
 JU0560  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JU0560  DYNAMIC HT  -          32.417 (meters)     106.35  (feet)  COMP
 JU0560  MODELED GRAV-     980,132.8   (mgal)                       NAVD 88
 JU0560
 JU0560  VERT ORDER  -  FIRST     CLASS I
 JU0560
 JU0560.The horizontal coordinates were scaled from a topographic map and have
 JU0560.an estimated accuracy of +/- 6 seconds.
 JU0560
 JU0560.The orthometric height was determined by differential leveling
 JU0560.and adjusted by the National Geodetic Survey in June 1991..
 JU0560
 JU0560.The geoid height was determined by GEOID03.
 JU0560
 JU0560.The dynamic height is computed by dividing the NAVD 88
 JU0560.geopotential number by the normal gravity value computed on the
 JU0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0560.degrees latitude (g = 980.6199 gals.).
 JU0560
 JU0560.The modeled gravity was interpolated from observed gravity values.
 JU0560
 JU0560;                    North         East    Units  Estimated Accuracy
 JU0560;SPC NJ       -    89,560.      123,320.      MT  (+/- 180 meters Scaled)
 JU0560
 JU0560                          SUPERSEDED SURVEY CONTROL
 JU0560
 JU0560  NGVD 29 (??/??/??)   32.797  (m)          107.60   (f) ADJUSTED    1 1
 JU0560
 JU0560.Superseded values are not recommended for survey control.
 JU0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0560.See file dsdata.txt to determine how the superseded data were derived.
 JU0560
 JU0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ162877(NAD 83)
 JU0560_MARKER: DB = BENCH MARK DISK
 JU0560_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0560_SP_SET: 56 FEET
 JU0560_STAMPING: X 64 1963
 JU0560_MARK LOGO: CGS   
 JU0560_PROJECTION: PROJECTING 10 CENTIMETERS
 JU0560_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0560+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 JU0560_ROD/PIPE-DEPTH: 17.0 meters
 JU0560
 JU0560  HISTORY     - Date     Condition        Report By
 JU0560  HISTORY     - 1963     MONUMENTED       CGS
 JU0560  HISTORY     - 1964     GOOD             CGS
 JU0560  HISTORY     - 19950418 GOOD             NJGS
 JU0560  HISTORY     - 20030403 GOOD             JCLS
 JU0560
 JU0560                          STATION DESCRIPTION
 JU0560
 JU0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0560'0.6 MI NW FROM HAMMONTON.
 JU0560'0.55 MILE NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0560'LINES FROM THE STATION AT HAMMONTON, ABOUT 0.15 MILE NORTHWEST
 JU0560'OF MILEPOST 30, AT A BLACK TOP ROAD CROSSING, 161 FEET
 JU0560'NORTH-NORTHWEST OF CENTER OF THE CROSSING, 15.3 FEET NORTHEAST
 JU0560'OF NORTHEAST RAIL, 2 1/2 FEET SOUTHEAST OF A TELEPHONE POLE,
 JU0560'1.5 FEET NORTHWEST OF A STEEL WITNESS POST, AND IS A DISK ON
 JU0560'TOP OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES AND
 JU0560'PROTECTED BY A 6-INCH TILE WHICH PROJECTS 5 INCHES.  THE ROD WAS
 JU0560'DRIVEN TO A DEPTH OF 56 FEET.
 JU0560
 JU0560                          STATION RECOVERY (1995)
 JU0560
 JU0560'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0560'THE STATION IS LOCATED IN THE CITY OF HAMMONTON ALONG THE NEW JERSEY
 JU0560'TRANSIT RAILROAD, ATLANTIC CITY LINE RIGHT OF WAY, JUST NORTHWEST FROM
 JU0560'THE JUNCTION OF COUNTY ROAD 678, THIRTEENTH STREET.  TO REACH THE
 JU0560'STATION FROM THE JUNCTION OF STATE HIGHWAY 54 AND RAILWAY AVENUE, GO
 JU0560'NORTHWEST ON RAILWAY AVENUE FOR 0.45 MI (0.72 KM) TO THE CROSSROADS
 JU0560'INTERSECTION WITH THIRTEENTH STREET.  CONTINUE AHEAD ON RAILWAY AVENUE
 JU0560'FOR 161 FT (49.1 M) TO THE STATION ON THE LEFT, SET ON THE TOP OF A
 JU0560'COPPER COATED STEEL ROD, WHICH IS FLUSH WITH THE GROUND.  THE STATION
 JU0560'IS 0.7 M (2.3 FT) SOUTHEAST FROM AN OLD POLE, 4.6 M (15.1 FT)
 JU0560'NORTHEAST FROM THE NORTHEAST RAIL OF THE TRACK, 2.1 M (6.9 FT)
 JU0560'SOUTHWEST FROM A 6 FT (1.8 M) HIGH CHAIN LINK FENCE, 8.8 M (28.9 FT)
 JU0560'SOUTHWEST FROM THE CENTERLINE OF RAILWAY AVENUE AND 13.9 M (45.6 FT)
 JU0560'NORTHWEST FROM RAILROAD SEMAPHORE NUMBER 299.
 JU0560
 JU0560                          STATION RECOVERY (2003)
 JU0560
 JU0560'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 JU0560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0269 ***********************************************************************
 JU0269  DESIGNATION -  X 65
 JU0269  PID         -  JU0269
 JU0269  STATE/COUNTY-  NJ/ATLANTIC
 JU0269  USGS QUAD   -  OCEANVILLE (1989)
 JU0269
 JU0269                         *CURRENT SURVEY CONTROL
 JU0269  ___________________________________________________________________
 JU0269* NAD 83(1986)-  39 26 59.     (N)    074 28 17.     (W)     SCALED    
 JU0269* NAVD 88     -        11.713  (meters)      38.43   (feet)  ADJUSTED  
 JU0269  ___________________________________________________________________
 JU0269  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JU0269  DYNAMIC HT  -          11.707 (meters)      38.41  (feet)  COMP
 JU0269  MODELED GRAV-     980,124.7   (mgal)                       NAVD 88
 JU0269
 JU0269  VERT ORDER  -  FIRST     CLASS I
 JU0269
 JU0269.The horizontal coordinates were scaled from a topographic map and have
 JU0269.an estimated accuracy of +/- 6 seconds.
 JU0269
 JU0269.The orthometric height was determined by differential leveling
 JU0269.and adjusted by the National Geodetic Survey in June 1991..
 JU0269
 JU0269.The geoid height was determined by GEOID03.
 JU0269
 JU0269.The dynamic height is computed by dividing the NAVD 88
 JU0269.geopotential number by the normal gravity value computed on the
 JU0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0269.degrees latitude (g = 980.6199 gals.).
 JU0269
 JU0269.The modeled gravity was interpolated from observed gravity values.
 JU0269
 JU0269;                    North         East    Units  Estimated Accuracy
 JU0269;SPC NJ       -    68,420.      152,460.      MT  (+/- 180 meters Scaled)
 JU0269
 JU0269                          SUPERSEDED SURVEY CONTROL
 JU0269
 JU0269  NGVD 29 (04/16/92)   12.101  (m)           39.70   (f) ADJUSTED    1 1
 JU0269
 JU0269.Superseded values are not recommended for survey control.
 JU0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0269.See file dsdata.txt to determine how the superseded data were derived.
 JU0269
 JU0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ454668(NAD 83)
 JU0269_MARKER: DB = BENCH MARK DISK
 JU0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0269_STAMPING: X 65 1964
 JU0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0269+STABILITY: SURFACE MOTION
 JU0269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0269+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 JU0269
 JU0269  HISTORY     - Date     Condition        Report By
 JU0269  HISTORY     - 1964     MONUMENTED       CGS
 JU0269  HISTORY     - 1979     GOOD             NGS
 JU0269  HISTORY     - 20051004 GOOD             CANJDE
 JU0269
 JU0269                          STATION DESCRIPTION
 JU0269
 JU0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0269'1.5 MI SW FROM OCEANVILLE.
 JU0269'1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 9 FROM THE POST OFFICE
 JU0269'AT OCEANVILLE, ABOUT 2.45 MILES NORTHEAST ALONG U.S. HIGHWAY
 JU0269'9 FROM THE INTERSECTION OF U.S. HIGHWAY 30 AT ABSECON, NEAR
 JU0269'THE JUNCTION OF ATLANTIC COUNTY 561 LEADING NORTHWEST, 157
 JU0269'FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 22 FEET NORTHWEST
 JU0269'OF THE CENTER LINE OF THE HIGHWAY, 2.2 FEET SOUTHWEST OF THE
 JU0269'SOUTH CORNER OF A CYCLONE FENCE AROUND A FLOWER GARDEN, 3.0
 JU0269'FEET NORTH OF POWER POLE 5190, ABOUT 1/2 FOOT ABOVE THE LEVEL
 JU0269'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU0269'0.3 FOOT.
 JU0269
 JU0269                          STATION RECOVERY (1979)
 JU0269
 JU0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0269'NOTE--THE CYCLONE FENCE IS NO LONGER AT THIS LOCATION.
 JU0269
 JU0269                          STATION RECOVERY (2005)
 JU0269
 JU0269'RECOVERY NOTE BY   2005 (GAC)
 JU0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0187 ***********************************************************************
 JU0187  DESIGNATION -  X 66
 JU0187  PID         -  JU0187
 JU0187  STATE/COUNTY-  NJ/OCEAN
 JU0187  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0187
 JU0187                         *CURRENT SURVEY CONTROL
 JU0187  ___________________________________________________________________
 JU0187* NAD 83(1986)-  39 37 58.     (N)    074 11 09.     (W)     SCALED    
 JU0187* NAVD 88     -         1.448  (meters)       4.75   (feet)  ADJUSTED  
 JU0187  ___________________________________________________________________
 JU0187  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JU0187  DYNAMIC HT  -           1.448 (meters)       4.75  (feet)  COMP
 JU0187  MODELED GRAV-     980,148.4   (mgal)                       NAVD 88
 JU0187
 JU0187  VERT ORDER  -  FIRST     CLASS I
 JU0187
 JU0187.The horizontal coordinates were scaled from a topographic map and have
 JU0187.an estimated accuracy of +/- 6 seconds.
 JU0187
 JU0187.The orthometric height was determined by differential leveling
 JU0187.and adjusted by the National Geodetic Survey in June 1991..
 JU0187
 JU0187.The geoid height was determined by GEOID03.
 JU0187
 JU0187.The dynamic height is computed by dividing the NAVD 88
 JU0187.geopotential number by the normal gravity value computed on the
 JU0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0187.degrees latitude (g = 980.6199 gals.).
 JU0187
 JU0187.The modeled gravity was interpolated from observed gravity values.
 JU0187
 JU0187;                    North         East    Units  Estimated Accuracy
 JU0187;SPC NJ       -    88,790.      176,970.      MT  (+/- 180 meters Scaled)
 JU0187
 JU0187                          SUPERSEDED SURVEY CONTROL
 JU0187
 JU0187  NGVD 29 (??/??/??)    1.830  (m)            6.00   (f) ADJUSTED    1 1
 JU0187
 JU0187.Superseded values are not recommended for survey control.
 JU0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0187.See file dsdata.txt to determine how the superseded data were derived.
 JU0187
 JU0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ698873(NAD 83)
 JU0187_MARKER: DB = BENCH MARK DISK
 JU0187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0187_SP_SET: FOUNDATION
 JU0187_STAMPING: X 66 1964
 JU0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0187
 JU0187  HISTORY     - Date     Condition        Report By
 JU0187  HISTORY     - 1964     MONUMENTED       CGS
 JU0187  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU0187  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0187
 JU0187                          STATION DESCRIPTION
 JU0187
 JU0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0187'AT BRANT BEACH.
 JU0187'ON LONG BEACH ISLAND, AT BRANT BEACH, ABOUT 1.0 MILE SOUTHWEST
 JU0187'ALONG SHIP BOTTOM AND BAY AVENUE FROM THE CITY HALL AT SHIP
 JU0187'BOTTOM, ABOUT 1.3 MILES NORTHEAST ALONG BAY AVENUE FROM THE LONG
 JU0187'BEACH TOWNSHIP HALL, SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 JU0187'CONCRETE FOUNDATION OF LONG BEACH TOWNSHIP LIFT STATION NO. 2,
 JU0187'1.2 FEET SOUTHEAST OF THE WEST CORNER OF THE BUILDING, 65 FEET
 JU0187'NORTHWEST OF THE CENTER LINE OF BAY AVENUE AND ABOUT 1 FOOT
 JU0187'ABOVE THE LEVEL OF THE AVENUE.
 JU0187
 JU0187                          STATION RECOVERY (1984)
 JU0187
 JU0187'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0187'MARK NOT FOUND.
 JU0187
 JU0187                          STATION RECOVERY (1985)
 JU0187
 JU0187'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0073 ***********************************************************************
 JU0073  DESIGNATION -  X 67
 JU0073  PID         -  JU0073
 JU0073  STATE/COUNTY-  NJ/OCEAN
 JU0073  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0073
 JU0073                         *CURRENT SURVEY CONTROL
 JU0073  ___________________________________________________________________
 JU0073* NAD 83(1986)-  39 44 45.     (N)    074 13 47.     (W)     SCALED    
 JU0073* NAVD 88     -        12.161  (meters)      39.90   (feet)  ADJUSTED  
 JU0073  ___________________________________________________________________
 JU0073  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JU0073  DYNAMIC HT  -          12.156 (meters)      39.88  (feet)  COMP
 JU0073  MODELED GRAV-     980,168.1   (mgal)                       NAVD 88
 JU0073
 JU0073  VERT ORDER  -  FIRST     CLASS I
 JU0073
 JU0073.The horizontal coordinates were scaled from a topographic map and have
 JU0073.an estimated accuracy of +/- 6 seconds.
 JU0073
 JU0073.The orthometric height was determined by differential leveling
 JU0073.and adjusted by the National Geodetic Survey in June 1991..
 JU0073
 JU0073.The geoid height was determined by GEOID03.
 JU0073
 JU0073.The dynamic height is computed by dividing the NAVD 88
 JU0073.geopotential number by the normal gravity value computed on the
 JU0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0073.degrees latitude (g = 980.6199 gals.).
 JU0073
 JU0073.The modeled gravity was interpolated from observed gravity values.
 JU0073
 JU0073;                    North         East    Units  Estimated Accuracy
 JU0073;SPC NJ       -   101,330.      173,160.      MT  (+/- 180 meters Scaled)
 JU0073
 JU0073                          SUPERSEDED SURVEY CONTROL
 JU0073
 JU0073  NGVD 29 (04/16/92)   12.540  (m)           41.14   (f) ADJUSTED    1 1
 JU0073
 JU0073.Superseded values are not recommended for survey control.
 JU0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0073.See file dsdata.txt to determine how the superseded data were derived.
 JU0073
 JU0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ659998(NAD 83)
 JU0073_MARKER: DB = BENCH MARK DISK
 JU0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0073_STAMPING: X 67 1964
 JU0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0073+STABILITY: SURFACE MOTION
 JU0073
 JU0073  HISTORY     - Date     Condition        Report By
 JU0073  HISTORY     - 1964     MONUMENTED       CGS
 JU0073  HISTORY     - 1979     GOOD             NGS
 JU0073  HISTORY     - 1987     POOR             USPSQD
 JU0073  HISTORY     - 1987     GOOD             USPSQD
 JU0073  HISTORY     - 1992     MARK NOT FOUND   LOCSUR
 JU0073
 JU0073                          STATION DESCRIPTION
 JU0073
 JU0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0073'0.8 MI SW FROM BARNEGAT.
 JU0073'ABOUT 0.75 MILE SOUTHWEST ALONG U.S. HIGHWAY 9 FROM THE GRADE
 JU0073'SCHOOL AT BARNEGAT, NEAR THE INTERSECTION OF LOWER SHORE ROAD,
 JU0073'189.0 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 16.0
 JU0073'FEET SOUTHWEST OF THE CENTER LINE OF LOWER SHORE ROAD, 2 1/2 FEET
 JU0073'NORTHWEST OF POWER POLE JC 231 UN, 1.5 FEET SOUTHEAST OF A METAL
 JU0073'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 JU0073'OF A CONCRETE POST PROJECTING 0.2 FOOT.
 JU0073
 JU0073                          STATION RECOVERY (1979)
 JU0073
 JU0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0073'RECOVERED IN GOOD CONDITION.
 JU0073
 JU0073                          STATION RECOVERY (1987)
 JU0073
 JU0073'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0073'MARK RECOVERED IN POOR CONDITION.
 JU0073
 JU0073                          STATION RECOVERY (1987)
 JU0073
 JU0073'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0073'RECOVERED IN GOOD CONDITION.
 JU0073
 JU0073                          STATION RECOVERY (1992)
 JU0073
 JU0073'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1992 (JEB)
 JU0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0030 ***********************************************************************
 JU0030  DESIGNATION -  X 68 RESET 1969
 JU0030  PID         -  JU0030
 JU0030  STATE/COUNTY-  NJ/OCEAN
 JU0030  USGS QUAD   -  TOMS RIVER (1989)
 JU0030
 JU0030                         *CURRENT SURVEY CONTROL
 JU0030  ___________________________________________________________________
 JU0030* NAD 83(1986)-  39 57 05.     (N)    074 08 59.     (W)     SCALED    
 JU0030* NAVD 88     -        10.60   (+/-2cm)      34.8    (feet)  VERTCON   
 JU0030  ___________________________________________________________________
 JU0030  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JU0030
 JU0030  VERT ORDER  -  THIRD (See Below)
 JU0030
 JU0030.The horizontal coordinates were scaled from a topographic map and have
 JU0030.an estimated accuracy of +/- 6 seconds.
 JU0030
 JU0030.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU0030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU0030.The vertical order pertains to the NGVD 29 superseded value.
 JU0030
 JU0030.The geoid height was determined by GEOID03.
 JU0030
 JU0030;                    North         East    Units  Estimated Accuracy
 JU0030;SPC NJ       -   124,180.      179,930.      MT  (+/- 180 meters Scaled)
 JU0030
 JU0030                          SUPERSEDED SURVEY CONTROL
 JU0030
 JU0030  NGVD 29 (??/??/??)   10.95   (m)           35.9    (f) RESET       3  
 JU0030
 JU0030.Superseded values are not recommended for survey control.
 JU0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0030.See file dsdata.txt to determine how the superseded data were derived.
 JU0030
 JU0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK726227(NAD 83)
 JU0030_MARKER: DB = BENCH MARK DISK
 JU0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0030_SP_SET: CURB
 JU0030_STAMPING: X 68 RESET 1969
 JU0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0030
 JU0030  HISTORY     - Date     Condition        Report By
 JU0030  HISTORY     - 1969     MONUMENTED       CGS
 JU0030  HISTORY     - 1987     GOOD             USPSQD
 JU0030  HISTORY     - 19940726 GOOD             USPSQD
 JU0030
 JU0030                          STATION DESCRIPTION
 JU0030
 JU0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JU0030'2.6 MI E FROM TOMS RIVER.
 JU0030'2.6 MILES EAST ALONG WASHINGTON STREET AND STATE HIGHWAY 37 TO
 JU0030'CROSSROAD INTERSECTION, WHERE GARFIELD AVE. GOES SOUTH AND
 JU0030'CORNELL AVE. GOES NORTH, ALONG SOUTH SIDE OF MEDIAL STRIP IN STATE
 JU0030'HIGHWAY 37, 27.7 FEET NORTH OF EASTBOUND LANE OF THE HIGHWAY, 35
 JU0030'FEET EAST OF CENTER LINE OF CROSSROAD, 7 FEET EAST OF WEST END OF
 JU0030'MEDIAL STRIP CURBING, 3 FEET EAST OF EAST END OF AN IRON, STORM-DRAIN
 JU0030'GRATE, AND CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE,
 JU0030'MEDIAL STRIP CURBING.
 JU0030
 JU0030                          STATION RECOVERY (1987)
 JU0030
 JU0030'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0030'RECOVERED IN GOOD CONDITION.
 JU0030
 JU0030                          STATION RECOVERY (1994)
 JU0030
 JU0030'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0099 ***********************************************************************
 JU0099  DESIGNATION -  X 7
 JU0099  PID         -  JU0099
 JU0099  STATE/COUNTY-  NJ/OCEAN
 JU0099  USGS QUAD   -  TUCKERTON (1995)
 JU0099
 JU0099                         *CURRENT SURVEY CONTROL
 JU0099  ___________________________________________________________________
 JU0099* NAD 83(1986)-  39 36 28.     (N)    074 20 24.     (W)     SCALED    
 JU0099* NAVD 88     -         4.410  (meters)      14.47   (feet)  ADJUSTED  
 JU0099  ___________________________________________________________________
 JU0099  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JU0099  DYNAMIC HT  -           4.408 (meters)      14.46  (feet)  COMP
 JU0099  MODELED GRAV-     980,154.3   (mgal)                       NAVD 88
 JU0099
 JU0099  VERT ORDER  -  FIRST     CLASS II
 JU0099
 JU0099.The horizontal coordinates were scaled from a topographic map and have
 JU0099.an estimated accuracy of +/- 6 seconds.
 JU0099
 JU0099.The orthometric height was determined by differential leveling
 JU0099.and adjusted by the National Geodetic Survey in June 1991..
 JU0099
 JU0099.The geoid height was determined by GEOID03.
 JU0099
 JU0099.The dynamic height is computed by dividing the NAVD 88
 JU0099.geopotential number by the normal gravity value computed on the
 JU0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0099.degrees latitude (g = 980.6199 gals.).
 JU0099
 JU0099.The modeled gravity was interpolated from observed gravity values.
 JU0099
 JU0099;                    North         East    Units  Estimated Accuracy
 JU0099;SPC NJ       -    85,980.      163,740.      MT  (+/- 180 meters Scaled)
 JU0099
 JU0099                          SUPERSEDED SURVEY CONTROL
 JU0099
 JU0099  NGVD 29 (??/??/??)    4.800  (m)           15.75   (f) ADJUSTED    1 2
 JU0099
 JU0099.Superseded values are not recommended for survey control.
 JU0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0099.See file dsdata.txt to determine how the superseded data were derived.
 JU0099
 JU0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ566844(NAD 83)
 JU0099_MARKER: DB = BENCH MARK DISK
 JU0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0099_STAMPING: 15.748 X 7 1930
 JU0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0099+STABILITY: SURFACE MOTION
 JU0099
 JU0099  HISTORY     - Date     Condition        Report By
 JU0099  HISTORY     - 1930     MONUMENTED       CGS
 JU0099  HISTORY     - 1950     GOOD             CGS
 JU0099  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 JU0099  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0099
 JU0099                          STATION DESCRIPTION
 JU0099
 JU0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JU0099'AT TUCKERTON.
 JU0099'AT TUCKERTON, IN THE NORTH END OF TOWN, 91.5 FEET SOUTHEAST OF
 JU0099'THE ABANDONED RAILROAD STATION NOW OCCUPIED BY THE RAILWAY EXPRESS
 JU0099'COMPANY, 147 FEET WEST OF ACE POLE 6196, 72 FEET SOUTHEAST OF THE
 JU0099'CENTER OF THE INTERSECTION OF RAILROAD AVENUE AND A NORTH-AND-SOUTH
 JU0099'PAVED STREET, AND 20.5 FEET EAST OF THE OLD ROADBED OF THE ABANDONED
 JU0099'TUCKERTON RAILROAD.  A STANDARD DISK, STAMPED 15.748 X 7 1930
 JU0099'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 JU0099'GROUND.
 JU0099
 JU0099                          STATION RECOVERY (1983)
 JU0099
 JU0099'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU0099'MARK NOT FOUND.
 JU0099
 JU0099                          STATION RECOVERY (1985)
 JU0099
 JU0099'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0256 ***********************************************************************
 KV0256  DESIGNATION -  X 71
 KV0256  PID         -  KV0256
 KV0256  STATE/COUNTY-  NJ/ESSEX
 KV0256  USGS QUAD   -  ELIZABETH (1995)
 KV0256
 KV0256                         *CURRENT SURVEY CONTROL
 KV0256  ___________________________________________________________________
 KV0256* NAD 83(1986)-  40 42 54.     (N)    074 08 17.     (W)     SCALED    
 KV0256* NAVD 88     -         4.269  (meters)      14.01   (feet)  ADJUSTED  
 KV0256  ___________________________________________________________________
 KV0256  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KV0256  DYNAMIC HT  -           4.267 (meters)      14.00  (feet)  COMP
 KV0256  MODELED GRAV-     980,229.6   (mgal)                       NAVD 88
 KV0256
 KV0256  VERT ORDER  -  FIRST     CLASS I
 KV0256
 KV0256.The horizontal coordinates were scaled from a topographic map and have
 KV0256.an estimated accuracy of +/- 6 seconds.
 KV0256
 KV0256.The orthometric height was determined by differential leveling
 KV0256.and adjusted by the National Geodetic Survey in June 1991..
 KV0256
 KV0256.The geoid height was determined by GEOID03.
 KV0256
 KV0256.The dynamic height is computed by dividing the NAVD 88
 KV0256.geopotential number by the normal gravity value computed on the
 KV0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0256.degrees latitude (g = 980.6199 gals.).
 KV0256
 KV0256.The modeled gravity was interpolated from observed gravity values.
 KV0256
 KV0256;                    North         East    Units  Estimated Accuracy
 KV0256;SPC NJ       -   208,960.      180,580.      MT  (+/- 180 meters Scaled)
 KV0256
 KV0256                          SUPERSEDED SURVEY CONTROL
 KV0256
 KV0256  NGVD 29 (04/16/92)    4.609  (m)           15.12   (f) ADJUSTED    1 1
 KV0256
 KV0256.Superseded values are not recommended for survey control.
 KV0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0256.See file dsdata.txt to determine how the superseded data were derived.
 KV0256
 KV0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL728074(NAD 83)
 KV0256_MARKER: DB = BENCH MARK DISK
 KV0256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0256_SP_SET: PIER LEG
 KV0256_STAMPING: X 71 1965
 KV0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0256
 KV0256  HISTORY     - Date     Condition        Report By
 KV0256  HISTORY     - 1965     MONUMENTED       CGS
 KV0256  HISTORY     - 1979     GOOD             NGS
 KV0256
 KV0256                          STATION DESCRIPTION
 KV0256
 KV0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0256'AT NEWARK.
 KV0256'AT NEWARK, ALONG WILSON AVENUE AT A POINT WHERE THE NEW JERSEY
 KV0256'TURNPIKE CROSSES OVER WILSON AVENUE, SET VERTICALLY IN THE
 KV0256'SOUTHEAST FACE OF THE SOUTHEAST LEG OF THE SOUTHWEST PIER UNDER
 KV0256'THE TURNPIKE, 37 FEET SOUTHWEST OF THE CENTERLINE OF WILSON
 KV0256'AVENUE, 2.1 FEET ABOVE THE GROUND AND ABOUT 2 1/2 FEET ABOVE THE
 KV0256'LEVEL OF THE AVENUE.
 KV0256
 KV0256                          STATION RECOVERY (1979)
 KV0256
 KV0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0978 ***********************************************************************
 KV0978  DESIGNATION -  X 73
 KV0978  PID         -  KV0978
 KV0978  STATE/COUNTY-  NJ/MIDDLESEX
 KV0978  USGS QUAD   -  JAMESBURG (1981)
 KV0978
 KV0978                         *CURRENT SURVEY CONTROL
 KV0978  ___________________________________________________________________
 KV0978* NAD 83(1986)-  40 20 41.     (N)    074 28 36.     (W)     SCALED    
 KV0978* NAVD 88     -        49.794  (meters)     163.37   (feet)  ADJUSTED  
 KV0978  ___________________________________________________________________
 KV0978  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV0978  DYNAMIC HT  -          49.772 (meters)     163.29  (feet)  COMP
 KV0978  MODELED GRAV-     980,194.4   (mgal)                       NAVD 88
 KV0978
 KV0978  VERT ORDER  -  FIRST     CLASS II
 KV0978
 KV0978.The horizontal coordinates were scaled from a topographic map and have
 KV0978.an estimated accuracy of +/- 6 seconds.
 KV0978
 KV0978.The orthometric height was determined by differential leveling
 KV0978.and adjusted by the National Geodetic Survey in June 1991..
 KV0978
 KV0978.The geoid height was determined by GEOID03.
 KV0978
 KV0978.The dynamic height is computed by dividing the NAVD 88
 KV0978.geopotential number by the normal gravity value computed on the
 KV0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0978.degrees latitude (g = 980.6199 gals.).
 KV0978
 KV0978.The modeled gravity was interpolated from observed gravity values.
 KV0978
 KV0978;                    North         East    Units  Estimated Accuracy
 KV0978;SPC NJ       -   167,790.      151,980.      MT  (+/- 180 meters Scaled)
 KV0978
 KV0978                          SUPERSEDED SURVEY CONTROL
 KV0978
 KV0978.No superseded survey control is available for this station.
 KV0978
 KV0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK444661(NAD 83)
 KV0978_MARKER: DB = BENCH MARK DISK
 KV0978_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0978_SP_SET: BRIDGE
 KV0978_STAMPING: X 73 1974
 KV0978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0978
 KV0978  HISTORY     - Date     Condition        Report By
 KV0978  HISTORY     - 1974     MONUMENTED       NGS
 KV0978
 KV0978                          STATION DESCRIPTION
 KV0978
 KV0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV0978'2 MI W FROM JAMESBURG.
 KV0978'2.05 MILES WEST ALONG FORESGATE DRIVE FROM THE JAMESBURG HIGH
 KV0978'SCHOOL AT JAMESBURG, AT THE WEST END OF A CONCRETE BRIDGE OVER
 KV0978'NEW JERSEY TURNPIKE, IN THE TOP AND 5.2 FEET EAST OF THE WEST
 KV0978'END OF THE CONCRETE GUARDRAIL OF BRIDGE, 3.6 FEET NORTH OF THE
 KV0978'NORTH CURB OF THE DRIVE, 0.6 FOOT WEST OF THE NORTH STEEL
 KV0978'BANISTER, AND ABOUT 2 FEET HIGHER THAN THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV6508 ***********************************************************************
 KV6508  DESIGNATION -  X 73 RESET
 KV6508  PID         -  KV6508
 KV6508  STATE/COUNTY-  NJ/MIDDLESEX
 KV6508  USGS QUAD   -  JAMESBURG (1981)
 KV6508
 KV6508                         *CURRENT SURVEY CONTROL
 KV6508  ___________________________________________________________________
 KV6508* NAD 83(1986)-  40 20 41.     (N)    074 28 36.     (W)     SCALED    
 KV6508* NAVD 88     -        50.351  (meters)     165.19   (feet)  ADJUSTED  
 KV6508  ___________________________________________________________________
 KV6508  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KV6508  DYNAMIC HT  -          50.329 (meters)     165.12  (feet)  COMP
 KV6508  MODELED GRAV-     980,194.4   (mgal)                       NAVD 88
 KV6508
 KV6508  VERT ORDER  -  FIRST     CLASS II
 KV6508
 KV6508.The horizontal coordinates were scaled from a topographic map and have
 KV6508.an estimated accuracy of +/- 6 seconds.
 KV6508
 KV6508.The orthometric height was determined by differential leveling
 KV6508.and adjusted by the National Geodetic Survey in April 1995..
 KV6508
 KV6508.The geoid height was determined by GEOID03.
 KV6508
 KV6508.The dynamic height is computed by dividing the NAVD 88
 KV6508.geopotential number by the normal gravity value computed on the
 KV6508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV6508.degrees latitude (g = 980.6199 gals.).
 KV6508
 KV6508.The modeled gravity was interpolated from observed gravity values.
 KV6508
 KV6508;                    North         East    Units  Estimated Accuracy
 KV6508;SPC NJ       -   167,790.      151,980.      MT  (+/- 180 meters Scaled)
 KV6508
 KV6508                          SUPERSEDED SURVEY CONTROL
 KV6508
 KV6508  NGVD 29 (01/10/92)   50.680  (m)          166.27   (f) ADJUSTED    1 2
 KV6508
 KV6508.Superseded values are not recommended for survey control.
 KV6508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6508.See file dsdata.txt to determine how the superseded data were derived.
 KV6508
 KV6508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK444661(NAD 83)
 KV6508_MARKER: DD = SURVEY DISK
 KV6508_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV6508_SP_SET: CONCRETE GUIDERAIL ON ABUTMENT
 KV6508_STAMPING: X 73 RESET 1988
 KV6508_MARK LOGO: NJGS  
 KV6508_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KV6508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6508+STABILITY: SURFACE MOTION
 KV6508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6508+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1991
 KV6508
 KV6508  HISTORY     - Date     Condition        Report By
 KV6508  HISTORY     - 1988     MONUMENTED       NJGS
 KV6508  HISTORY     - 19910728 GOOD             NJGS
 KV6508
 KV6508                          STATION DESCRIPTION
 KV6508
 KV6508'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1991
 KV6508'THE STATION IS LOCATED IN MONROE TOWNSHIP, SET IN A DRILL HOLE AT THE
 KV6508'WEST END OF THE CONCRETE GUIDERAIL ON THE NORTH SIDE OF THE SOUTHERLY
 KV6508'OF TWO BRIDGES, CARRYING THE EASTBOUND LANES OF FORSGATE DRIVE,
 KV6508'COUNTY ROAD 612, OVER THE NEW JERSEY TURNPIKE.  TO REACH THE STATION
 KV6508'FROM THE JUNCTION OF U.S.HIGHWAY 130 AND STATE ROUTE 32, GO 1.8 KM
 KV6508'(1.1 MI) EAST ON ROUTE 32 TO THE BRIDGE AND THE STATION ON THE LEFT.
 KV6508'THE STATION IS ALSO 3.2 KM (2.0 MI) WEST ON FORSGATE DRIVE FROM THE
 KV6508'FORMER JAMESBURG HIGH SCHOOL.  THE STATION IS 4.05 M (13.29 FT) EAST
 KV6508'OF THE WEST END OF THE GUIDERAIL, 6.15 M (20.18 FT) NORTH OF THE
 KV6508'CENTERLINE OF THE EASTBOUND LANES OF FORSGATE DRIVE AND ABOUT 1.07 M
 KV6508'(3.51 FT) ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1136 ***********************************************************************
 KV1136  DESIGNATION -  X 74
 KV1136  PID         -  KV1136
 KV1136  STATE/COUNTY-  NJ/MERCER
 KV1136  USGS QUAD   -  TRENTON EAST (1981)
 KV1136
 KV1136                         *CURRENT SURVEY CONTROL
 KV1136  ___________________________________________________________________
 KV1136* NAD 83(1986)-  40 10 44.     (N)    074 40 09.     (W)     SCALED    
 KV1136* NAVD 88     -        15.022  (meters)      49.28   (feet)  ADJUSTED  
 KV1136  ___________________________________________________________________
 KV1136  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV1136  DYNAMIC HT  -          15.015 (meters)      49.26  (feet)  COMP
 KV1136  MODELED GRAV-     980,196.0   (mgal)                       NAVD 88
 KV1136
 KV1136  VERT ORDER  -  FIRST     CLASS II
 KV1136
 KV1136.The horizontal coordinates were scaled from a topographic map and have
 KV1136.an estimated accuracy of +/- 6 seconds.
 KV1136
 KV1136.The orthometric height was determined by differential leveling
 KV1136.and adjusted by the National Geodetic Survey in June 1991..
 KV1136
 KV1136.The geoid height was determined by GEOID03.
 KV1136
 KV1136.The dynamic height is computed by dividing the NAVD 88
 KV1136.geopotential number by the normal gravity value computed on the
 KV1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1136.degrees latitude (g = 980.6199 gals.).
 KV1136
 KV1136.The modeled gravity was interpolated from observed gravity values.
 KV1136
 KV1136;                    North         East    Units  Estimated Accuracy
 KV1136;SPC NJ       -   149,390.      135,590.      MT  (+/- 180 meters Scaled)
 KV1136
 KV1136                          SUPERSEDED SURVEY CONTROL
 KV1136
 KV1136  NGVD 29 (01/10/92)   15.348  (m)           50.35   (f) ADJUSTED    1 2
 KV1136
 KV1136.Superseded values are not recommended for survey control.
 KV1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1136.See file dsdata.txt to determine how the superseded data were derived.
 KV1136
 KV1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK281476(NAD 83)
 KV1136_MARKER: DB = BENCH MARK DISK
 KV1136_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KV1136_SP_SET: BRIDGE WINGWALL
 KV1136_STAMPING: X 74 1974
 KV1136_MARK LOGO: NGS   
 KV1136_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1136+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 KV1136
 KV1136  HISTORY     - Date     Condition        Report By
 KV1136  HISTORY     - 1974     MONUMENTED       NGS
 KV1136  HISTORY     - 1984     GOOD             NJGS
 KV1136  HISTORY     - 19940507 GOOD             USPSQD
 KV1136  HISTORY     - 20020202 GOOD             NJGS
 KV1136
 KV1136                          STATION DESCRIPTION
 KV1136
 KV1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1136'AT YARDVILLE.
 KV1136'AT YARDVILLE, SET VERTICALLY IN THE EAST FACE OF THE NORTHEAST WING
 KV1136'WALL OF SOUTH BROAD STREET OVERPASS OVER U.S. HIGHWAY 130, 44.6
 KV1136'FEET NORTH-NORTHWEST OF CENTER LINE OF SOUTHWEST BOUND LANE OF
 KV1136'THE HIGHWAY, 67.9 FEET EAST OF STREET LIGHT POLE NO. HM PS9588 H,
 KV1136'AND ABOUT 2 1/2 FEET ABOVE THE GROUND.
 KV1136
 KV1136                          STATION RECOVERY (1984)
 KV1136
 KV1136'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1984
 KV1136'MARK IS SET IN NORTHWEST RATHER THAN NORTHEAST WING WALL OVERPASS IS
 KV1136'FOR YARDVILLE- ALLENTOWN ROAD, NOT SOUTH BROAD ST. 67.9 FEET WEST
 KV1136'RATHER THAN EAST OF POLE HM PS 95888 H.
 KV1136
 KV1136                          STATION RECOVERY (1994)
 KV1136
 KV1136'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1136'RECOVERED IN GOOD CONDITION.
 KV1136
 KV1136                          STATION RECOVERY (2002)
 KV1136
 KV1136'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2002 (RJK)
 KV1136'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS SET
 KV1136'VERTICALLY IN
 KV1136'THE NORTH FACE OF THE NORTHWEST WINGWALL OF THE BRIDGE CARRYING
 KV1136'YARDVILLE
 KV1136'ALLENTOWM ROAD, COUNTY ROAD 524 OVER U.S. HIGHWAY 130, STRUCTURE
 KV1136'NUMBER 1122 156, M.P.
 KV1136'58.99.
 KV1136' 
 KV1136' 
 KV1136'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1167 ***********************************************************************
 KV1167  DESIGNATION -  X 75
 KV1167  PID         -  KV1167
 KV1167  STATE/COUNTY-  NJ/BURLINGTON
 KV1167  USGS QUAD   -  BEVERLY (1973)
 KV1167
 KV1167                         *CURRENT SURVEY CONTROL
 KV1167  ___________________________________________________________________
 KV1167* NAD 83(1996)-  40 02 41.75597(N)    074 57 29.28323(W)     ADJUSTED  
 KV1167* NAVD 88     -         3.848  (meters)      12.62   (feet)  ADJUSTED  
 KV1167  ___________________________________________________________________
 KV1167  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 KV1167  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV1167  DYNAMIC HT  -           3.846 (meters)      12.62  (feet)  COMP
 KV1167  MODELED GRAV-     980,190.7   (mgal)                       NAVD 88
 KV1167
 KV1167  HORZ ORDER  -  THIRD
 KV1167  VERT ORDER  -  FIRST     CLASS II
 KV1167
 KV1167.The horizontal coordinates were established by classical geodetic methods
 KV1167.and adjusted by the National Geodetic Survey in September 1999..
 KV1167
 KV1167.The orthometric height was determined by differential leveling
 KV1167.and adjusted by the National Geodetic Survey in June 1991..
 KV1167
 KV1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1167
 KV1167.The geoid height was determined by GEOID03.
 KV1167
 KV1167.The dynamic height is computed by dividing the NAVD 88
 KV1167.geopotential number by the normal gravity value computed on the
 KV1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1167.degrees latitude (g = 980.6199 gals.).
 KV1167
 KV1167.The modeled gravity was interpolated from observed gravity values.
 KV1167
 KV1167;                    North         East     Units Scale Factor Converg.
 KV1167;SPC NJ       -   134,603.517   110,907.642   MT  0.99991881   -0 17 41.1
 KV1167;SPC NJ       -   441,611.71    363,869.49   sFT  0.99991881   -0 17 41.1
 KV1167;UTM  18      - 4,432,745.114   503,571.306   MT  0.99960016   +0 01 37.0
 KV1167
 KV1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1167!SPC NJ       -   1.00000455  x   0.99991881  =   0.99992336
 KV1167!UTM  18      -   1.00000455  x   0.99960016  =   0.99960471
 KV1167
 KV1167                          SUPERSEDED SURVEY CONTROL
 KV1167
 KV1167  NAD 83(1986)-  40 02 41.75624(N)    074 57 29.28612(W) AD(       ) 3
 KV1167  NGVD 29 (01/10/92)    4.169  (m)           13.68   (f) ADJUSTED    1 2
 KV1167
 KV1167.Superseded values are not recommended for survey control.
 KV1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1167.See file dsdata.txt to determine how the superseded data were derived.
 KV1167
 KV1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0357132745(NAD 83)
 KV1167_MARKER: DB = BENCH MARK DISK
 KV1167_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV1167_SP_SET: CONCRETE SIDEWALK
 KV1167_STAMPING: X 75 1974
 KV1167_MARK LOGO: NGS   
 KV1167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1167+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1990
 KV1167
 KV1167  HISTORY     - Date     Condition        Report By
 KV1167  HISTORY     - 1974     MONUMENTED       NGS
 KV1167  HISTORY     - 1984     GOOD             NJGS
 KV1167  HISTORY     - 19900606 GOOD             NJGS
 KV1167
 KV1167                          STATION DESCRIPTION
 KV1167
 KV1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1167'0.6 MI NE FROM RIVERSIDE.
 KV1167'0.55 MILE NORTHEAST ALONG NORTH BROAD STREET FROM THE POST
 KV1167'OFFICE AT RIVERSIDE, ON THE TOP OF THE SOUTHWEST CORNER OF BRIDGE
 KV1167'OVER RANCOCAS CREEK, 20.8 FEET WEST OF CENTER LINE OF THE
 KV1167'STREET AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE STREET.
 KV1167
 KV1167                          STATION RECOVERY (1984)
 KV1167
 KV1167'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1984
 KV1167'0.55 MILE NORTHEAST AND NORTH ALONG PAVILION AVENUE FROM P.O. AT
 KV1167'RIVERSIDE, ON TOP OF NORTHEAST CORNER OF BRIDGE OVER RANCOCAS CREEK,
 KV1167'20.8 FEET EAST OF CENTERLINE OF STREET, SET IN CONCRETE SIDEWALK 1.0
 KV1167'FEET NORTHWEST OF NORTHWEST (INNER) CORNER OF 3.5' FOOT HIGH CONCRETE
 KV1167'WALL, 0.7 FEET NORT AND WEST OF BOTH FACES OF WALL, ON NORTHERLY SIDE
 KV1167'OF RAMCOCAS CREEK.
 KV1167
 KV1167                          STATION RECOVERY (1990)
 KV1167
 KV1167'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV1167'THE STATION IS LOCATED IN DELANCO TOWNSHIP IN BURLINGTON COUNTY ON
 KV1167'THE EAST SIDE OF BURLINGTON AVENUE, COUNTY ROUTE 543, AT THE
 KV1167'NORTHEAST END OF THE BRIDGE OVER THE RANCOCAS CREEK.  TO REACH THE
 KV1167'STATION FROM THE INTERSECTION OF RANCOCAS AVENUE AND BURLINGTON
 KV1167'AVENUE, GO SOUTHWEST ON BURLINGTON AVENUE FOR 0.05 MI (0.08 KM) TO
 KV1167'THE STATION ON THE LEFT.  THE STATION IS SET IN THE CONCRETE SIDEWALK
 KV1167'OF THE NORTHEAST APPROACH TO THE BRIDGE OVER RANCOCAS CREEK AND IS
 KV1167'ADJACENT TO A 3.5 FT (1.1 M) HIGH CONCRETE BALUSTRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2928 ***********************************************************************
 KV2928  DESIGNATION -  X 77
 KV2928  PID         -  KV2928
 KV2928  STATE/COUNTY-  NJ/HUNTERDON
 KV2928  USGS QUAD   -  CALIFON (1970)
 KV2928
 KV2928                         *CURRENT SURVEY CONTROL
 KV2928  ___________________________________________________________________
 KV2928* NAD 83(1986)-  40 39 04.     (N)    074 45 14.     (W)     SCALED    
 KV2928* NAVD 88     -        66.165  (meters)     217.08   (feet)  ADJUSTED  
 KV2928  ___________________________________________________________________
 KV2928  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KV2928  DYNAMIC HT  -          66.135 (meters)     216.98  (feet)  COMP
 KV2928  MODELED GRAV-     980,180.0   (mgal)                       NAVD 88
 KV2928
 KV2928  VERT ORDER  -  FIRST     CLASS II
 KV2928
 KV2928.The horizontal coordinates were scaled from a topographic map and have
 KV2928.an estimated accuracy of +/- 6 seconds.
 KV2928
 KV2928.The orthometric height was determined by differential leveling
 KV2928.and adjusted by the National Geodetic Survey in June 1991..
 KV2928
 KV2928.The geoid height was determined by GEOID03.
 KV2928
 KV2928.The dynamic height is computed by dividing the NAVD 88
 KV2928.geopotential number by the normal gravity value computed on the
 KV2928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2928.degrees latitude (g = 980.6199 gals.).
 KV2928
 KV2928.The modeled gravity was interpolated from observed gravity values.
 KV2928
 KV2928;                    North         East    Units  Estimated Accuracy
 KV2928;SPC NJ       -   201,840.      128,530.      MT  (+/- 180 meters Scaled)
 KV2928
 KV2928                          SUPERSEDED SURVEY CONTROL
 KV2928
 KV2928  NGVD 29 (01/10/92)   66.422  (m)          217.92   (f) ADJUSTED    1 2
 KV2928
 KV2928.Superseded values are not recommended for survey control.
 KV2928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2928.See file dsdata.txt to determine how the superseded data were derived.
 KV2928
 KV2928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL208000(NAD 83)
 KV2928_MARKER: DB = BENCH MARK DISK
 KV2928_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2928_SP_SET: ABUTMENT
 KV2928_STAMPING: X 77 1978
 KV2928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2928
 KV2928  HISTORY     - Date     Condition        Report By
 KV2928  HISTORY     - 1978     MONUMENTED       NGS
 KV2928
 KV2928                          STATION DESCRIPTION
 KV2928
 KV2928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2928'1.1 MI SW FROM OLDWICK.
 KV2928'1.1 MILES SOUTHWEST ALONG COUNTY ROAD 523 FROM THE JUNCTION OF COUNTY
 KV2928'ROAD 517 AT OLDWICK, SET IN TOP OF THE NORTHEAST END OF THE SOUTHEAST
 KV2928'ABUTMENT OF THE WEST BOUND LANES OF INTERSTATE 78, AND 34.0 FEET
 KV2928'NORTHEAST OF THE CENTER OF THE WEST BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2301 ***********************************************************************
 JU2301  DESIGNATION -  X 78
 JU2301  PID         -  JU2301
 JU2301  STATE/COUNTY-  NJ/CUMBERLAND
 JU2301  USGS QUAD   -  PORT ELIZABETH (1994)
 JU2301
 JU2301                         *CURRENT SURVEY CONTROL
 JU2301  ___________________________________________________________________
 JU2301* NAD 83(1986)-  39 15 32.     (N)    074 58 14.     (W)     SCALED    
 JU2301* NAVD 88     -         5.742  (meters)      18.84   (feet)  ADJUSTED  
 JU2301  ___________________________________________________________________
 JU2301  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 JU2301  DYNAMIC HT  -           5.739 (meters)      18.83  (feet)  COMP
 JU2301  MODELED GRAV-     980,098.5   (mgal)                       NAVD 88
 JU2301  OBS GRAVITY -     980,098.3   (mgal)                       GRAV_OBS
 JU2301
 JU2301  VERT ORDER  -  FIRST     CLASS II
 JU2301
 JU2301.The horizontal coordinates were scaled from a topographic map and have
 JU2301.an estimated accuracy of +/- 6 seconds.
 JU2301
 JU2301.The orthometric height was determined by differential leveling
 JU2301.and adjusted by the National Geodetic Survey in June 1991..
 JU2301
 JU2301.The geoid height was determined by GEOID03.
 JU2301
 JU2301.The dynamic height is computed by dividing the NAVD 88
 JU2301.geopotential number by the normal gravity value computed on the
 JU2301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2301.degrees latitude (g = 980.6199 gals.).
 JU2301
 JU2301.The modeled gravity was interpolated from observed gravity values.
 JU2301.The observed gravity was obtained from relative gravimeter ties
 JU2301.to the IGSN71 gravity network.
 JU2301
 JU2301;                    North         East    Units  Estimated Accuracy
 JU2301;SPC NJ       -    47,340.      109,390.      MT  (+/- 180 meters Scaled)
 JU2301
 JU2301                          SUPERSEDED SURVEY CONTROL
 JU2301
 JU2301  NGVD 29 (01/10/92)    6.100  (m)           20.01   (f) ADJUSTED    1 2
 JU2301
 JU2301.Superseded values are not recommended for survey control.
 JU2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2301.See file dsdata.txt to determine how the superseded data were derived.
 JU2301
 JU2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ025455(NAD 83)
 JU2301_MARKER: DB = BENCH MARK DISK
 JU2301_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2301_SP_SET: STAINLESS STEEL ROD
 JU2301_STAMPING: X 78 1979
 JU2301_PROJECTION: RECESSED 5 CENTIMETERS
 JU2301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2301_ROD/PIPE-DEPTH: 7.62 meters
 JU2301
 JU2301  HISTORY     - Date     Condition        Report By
 JU2301  HISTORY     - 1979     MONUMENTED       NGS
 JU2301  HISTORY     - 19950129 GOOD             USPSQD
 JU2301
 JU2301                          STATION DESCRIPTION
 JU2301
 JU2301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2301'3.8 MI SE FROM PORT ELIZABETH.
 JU2301'3.8 MILES SOUTHEAST ALONG STATE ROUTE 47 FROM THE VOLUNTEER
 JU2301'FIRE DEPARTMENT IN PORT ELIZABETH, AT THE JUNCTION OF STATE ROUTE
 JU2301'550, 88 FEET WEST OF THE CENTER LINE OF ROUTE47, 24 FEET NORTH OF THE
 JU2301'CENTER OF ROUTE 550, 3.4 FEET EAST OF POWER POLE NUMBER B 36919
 JU2301'WITH ONE GUY WIRE.
 JU2301'THE MARK IS 1 FT  S FROM A WITNESS POST.
 JU2301'THE MARK IS ABOVE LEVEL WITH ROUTE 550.
 JU2301
 JU2301                          STATION RECOVERY (1995)
 JU2301
 JU2301'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2452 ***********************************************************************
 JU2452  DESIGNATION -  X 79
 JU2452  PID         -  JU2452
 JU2452  STATE/COUNTY-  NJ/OCEAN
 JU2452  USGS QUAD   -  TOMS RIVER (1989)
 JU2452
 JU2452                         *CURRENT SURVEY CONTROL
 JU2452  ___________________________________________________________________
 JU2452* NAD 83(1986)-  39 57 04.     (N)    074 08 50.     (W)     SCALED    
 JU2452* NAVD 88     -        11.128  (meters)      36.51   (feet)  ADJUSTED  
 JU2452  ___________________________________________________________________
 JU2452  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JU2452  DYNAMIC HT  -          11.123 (meters)      36.49  (feet)  COMP
 JU2452  MODELED GRAV-     980,161.6   (mgal)                       NAVD 88
 JU2452
 JU2452  VERT ORDER  -  FIRST     CLASS II
 JU2452
 JU2452.The horizontal coordinates were scaled from a topographic map and have
 JU2452.an estimated accuracy of +/- 6 seconds.
 JU2452
 JU2452.The orthometric height was determined by differential leveling
 JU2452.and adjusted by the National Geodetic Survey in June 1991..
 JU2452
 JU2452.The geoid height was determined by GEOID03.
 JU2452
 JU2452.The dynamic height is computed by dividing the NAVD 88
 JU2452.geopotential number by the normal gravity value computed on the
 JU2452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2452.degrees latitude (g = 980.6199 gals.).
 JU2452
 JU2452.The modeled gravity was interpolated from observed gravity values.
 JU2452
 JU2452;                    North         East    Units  Estimated Accuracy
 JU2452;SPC NJ       -   124,150.      180,140.      MT  (+/- 180 meters Scaled)
 JU2452
 JU2452                          SUPERSEDED SURVEY CONTROL
 JU2452
 JU2452  NGVD 29 (01/10/92)   11.481  (m)           37.67   (f) ADJUSTED    1 2
 JU2452
 JU2452.Superseded values are not recommended for survey control.
 JU2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2452.See file dsdata.txt to determine how the superseded data were derived.
 JU2452
 JU2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK728226(NAD 83)
 JU2452_MARKER: DB = BENCH MARK DISK
 JU2452_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2452_SP_SET: STAINLESS STEEL ROD
 JU2452_STAMPING: X 79 1979
 JU2452_PROJECTION: RECESSED 5 CENTIMETERS
 JU2452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2452_ROD/PIPE-DEPTH: 6.10 meters
 JU2452
 JU2452  HISTORY     - Date     Condition        Report By
 JU2452  HISTORY     - 1979     MONUMENTED       NGS
 JU2452  HISTORY     - 19940726 GOOD             USPSQD
 JU2452
 JU2452                          STATION DESCRIPTION
 JU2452
 JU2452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2452'IN TOMS RIVER.
 JU2452'IN TOMS RIVER, 0.8 MILE EAST ALONG STATE ROUTE 37 FROM THE JUNCTION
 JU2452'OF WASHINGTON STREET, SET IN THE NORTHEAST CORNER OF CENTRAL AVENUE,
 JU2452'37.5 FEET EAST OF THE CENTERLINE OF THE AVENUE, 8.4 FEET SOUTHWEST
 JU2452'OF POWER POLE 7-MV, 7 FEET SOUTH OF THE EXTENDED CURB OF ROUTE 37,
 JU2452'6.4 FEET EAST OF A 4 FOOT HIGH CONCRETE POST ROAD SIGN, 3 FEET
 JU2452'SOUTHEAST OF POWER POLE JC 23 IH.
 JU2452'THE MARK IS 1 FT  E FROM A WITNESS POST.
 JU2452'THE MARK IS 1 FT ABOVE HIGHWAY.
 JU2452
 JU2452                          STATION RECOVERY (1994)
 JU2452
 JU2452'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU2452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0467 ***********************************************************************
 JU0467  DESIGNATION -  X 8
 JU0467  PID         -  JU0467
 JU0467  STATE/COUNTY-  NJ/CUMBERLAND
 JU0467  USGS QUAD   -  PORT ELIZABETH (1994)
 JU0467
 JU0467                         *CURRENT SURVEY CONTROL
 JU0467  ___________________________________________________________________
 JU0467* NAD 83(1996)-  39 16 16.13480(N)    074 57 59.63072(W)     ADJUSTED  
 JU0467* NAVD 88     -         5.826  (meters)      19.11   (feet)  ADJUSTED  
 JU0467  ___________________________________________________________________
 JU0467  X           -   1,282,467.338 (meters)                     COMP
 JU0467  Y           -  -4,775,085.196 (meters)                     COMP
 JU0467  Z           -   4,015,648.007 (meters)                     COMP
 JU0467  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 JU0467  ELLIP HEIGHT-         -28.52  (meters)          (10/23/02) GPS OBS
 JU0467  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 JU0467  DYNAMIC HT  -           5.823 (meters)      19.10  (feet)  COMP
 JU0467  MODELED GRAV-     980,100.8   (mgal)                       NAVD 88
 JU0467
 JU0467  HORZ ORDER  -  FIRST
 JU0467  VERT ORDER  -  FIRST     CLASS II
 JU0467  ELLP ORDER  -  FOURTH    CLASS I
 JU0467
 JU0467.The horizontal coordinates were established by GPS observations
 JU0467.and adjusted by the National Geodetic Survey in May 1999..
 JU0467
 JU0467.The orthometric height was determined by differential leveling
 JU0467.and adjusted by the National Geodetic Survey in June 1991..
 JU0467.WARNING-Repeat measurements at this control monument indicate possible
 JU0467.vertical movement.
 JU0467
 JU0467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0467
 JU0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0467
 JU0467.The ellipsoidal height was determined by GPS observations
 JU0467.and is referenced to NAD 83.
 JU0467
 JU0467.The geoid height was determined by GEOID03.
 JU0467
 JU0467.The dynamic height is computed by dividing the NAVD 88
 JU0467.geopotential number by the normal gravity value computed on the
 JU0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0467.degrees latitude (g = 980.6199 gals.).
 JU0467
 JU0467.The modeled gravity was interpolated from observed gravity values.
 JU0467
 JU0467;                    North         East     Units Scale Factor Converg.
 JU0467;SPC NJ       -    48,703.601   109,741.881   MT  0.99991995   -0 17 43.2
 JU0467;SPC NJ       -   159,788.40    360,044.82   sFT  0.99991995   -0 17 43.2
 JU0467;UTM  18      - 4,346,867.464   502,884.191   MT  0.99960010   +0 01 16.2
 JU0467
 JU0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0467!SPC NJ       -   1.00000447  x   0.99991995  =   0.99992442
 JU0467!UTM  18      -   1.00000447  x   0.99960010  =   0.99960457
 JU0467
 JU0467                          SUPERSEDED SURVEY CONTROL
 JU0467
 JU0467  ELLIP H (05/14/99)  -28.53   (m)                       GP(       ) 4 1
 JU0467  NAD 83(1992)-  39 16 16.13435(N)    074 57 59.63005(W) AD(       ) 1
 JU0467  ELLIP H (03/31/93)  -28.58   (m)                       GP(       ) 3 2
 JU0467  NAVD 88 (03/31/93)    5.83   (m)           19.1    (f) LEVELING    3  
 JU0467  NGVD 29 (01/10/92)    6.181  (m)           20.28   (f) ADJUSTED    1 2
 JU0467
 JU0467.Superseded values are not recommended for survey control.
 JU0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0467.See file dsdata.txt to determine how the superseded data were derived.
 JU0467
 JU0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ0288446867(NAD 83)
 JU0467_MARKER: DB = BENCH MARK DISK
 JU0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0467_SP_SET: CONCRETE POST
 JU0467_STAMPING: 20.443 X 8 1930
 JU0467_MARK LOGO: CGS   
 JU0467_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0467+STABILITY: SURFACE MOTION
 JU0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0467+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1998
 JU0467
 JU0467  HISTORY     - Date     Condition        Report By
 JU0467  HISTORY     - 1930     MONUMENTED       CGS
 JU0467  HISTORY     - 1934     GOOD             CGS
 JU0467  HISTORY     - 1979     GOOD             NGS
 JU0467  HISTORY     - 19900830 GOOD             NJGS
 JU0467  HISTORY     - 19940831 GOOD             NJGS
 JU0467  HISTORY     - 19980218 GOOD             NJGS
 JU0467
 JU0467                          STATION DESCRIPTION
 JU0467
 JU0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0467'0.5 MI SE FROM DORCHESTER.
 JU0467'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 47 FROM DORCHESTER,
 JU0467'CUMBERLAND COUNTY, AT THE INTERSECTION OF A DIRT ROAD, 57.8 FEET
 JU0467'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 28.8 FEET NORTHEAST
 JU0467'OF THE CENTER LINE OF THE DIRT ROAD LEADING SOUTHEAST, AND 32.6
 JU0467'FEET SOUTHEAST OF A CONCRETE ROAD-DIRECTION SIGN.  A STANDARD
 JU0467'DISK, STAMPED 20.443 X 8 1930 AND SET IN THE TOP OF A CONCRETE
 JU0467'POST PROJECTING 4 INCHES ABOVE GROUND.
 JU0467
 JU0467                          STATION RECOVERY (1934)
 JU0467
 JU0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JU0467'RECOVERED IN GOOD CONDITION.
 JU0467
 JU0467                          STATION RECOVERY (1979)
 JU0467
 JU0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0467'36.0 FEET EAST OF POWER POLE BT-L-262-1.
 JU0467
 JU0467                          STATION RECOVERY (1990)
 JU0467
 JU0467'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 JU0467'THE STATION IS LOCATED 0.5 MI (0.8 KM) SOUTHEAST OF THE TOWN OF
 JU0467'DORCHESTER, ON THE SOUTHEAST SIDE OF STATE ROUTE 47, AT THE JUNCTION
 JU0467'WITH CARLISLE ROAD, A PAVED ROAD LEADING SOUTHEAST, 8.5 M (27.9 FT)
 JU0467'NORTHEAST OF THE CARLISLE ROAD CENTERLINE, 57.8 FT (17.6 M) SOUTHEAST
 JU0467'OF THE ROUTE 47 CENTERLINE, 11.0 M (36.1 FT) EAST OF POLE NO BT L 262
 JU0467'1, 17.3 M (56.8 FT) SOUTH SOUTHEAST OF A SIGN, ROUTE 47 NORTH AND 0.2
 JU0467'M (0.7 FT) BELOW THE GROUND.
 JU0467
 JU0467                          STATION RECOVERY (1994)
 JU0467
 JU0467'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 JU0467'THE STATION IS LOCATED IN MAURICE RIVER TOWNSHIP ON THE SOUTHEAST SIDE
 JU0467'OF STATE ROUTE 47 AT THE JUNCTION WITH CARLISLE ROAD, A PAVED ROAD
 JU0467'LEADING SOUTHEAST.  THE STATION IS 8.5 M (27.9 FT) NORTHEAST OF THE
 JU0467'CARLISLE ROAD CENTERLINE, 57.8 FT (17.6 M) SOUTHEAST OF THE ROUTE 47
 JU0467'CENTERLINE, 11.0 M (36.1 FT) EAST OF POLE NO BT L 262 1, 17.3 M (56.8
 JU0467'FT) SOUTH SOUTHEAST OF A SIGN, ROUTE 47 NORTH AND 0.2 M (0.7 FT) BELOW
 JU0467'THE GROUND.
 JU0467
 JU0467                          STATION RECOVERY (1998)
 JU0467
 JU0467'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (JVS)
 JU0467'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE DISTANCE TO TH
 JU0467'POLE MENTIONED IN THE PREVIOUS RECOVERY IS NOW 10.2 M (33.5 FT) AS THE
 JU0467'POLE HAS BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3512 ***********************************************************************
 KV3512  DESIGNATION -  X 81
 KV3512  PID         -  KV3512
 KV3512  STATE/COUNTY-  NJ/MONMOUTH
 KV3512  USGS QUAD   -  KEYPORT (1977)
 KV3512
 KV3512                         *CURRENT SURVEY CONTROL
 KV3512  ___________________________________________________________________
 KV3512* NAD 83(1986)-  40 26 15.     (N)    074 10 12.     (W)     SCALED    
 KV3512* NAVD 88     -         5.621  (meters)      18.44   (feet)  ADJUSTED  
 KV3512  ___________________________________________________________________
 KV3512  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV3512  DYNAMIC HT  -           5.618 (meters)      18.43  (feet)  COMP
 KV3512  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 KV3512
 KV3512  VERT ORDER  -  FIRST     CLASS II
 KV3512
 KV3512.The horizontal coordinates were scaled from a topographic map and have
 KV3512.an estimated accuracy of +/- 6 seconds.
 KV3512
 KV3512.The orthometric height was determined by differential leveling
 KV3512.and adjusted by the National Geodetic Survey in June 1991..
 KV3512
 KV3512.The geoid height was determined by GEOID03.
 KV3512
 KV3512.The dynamic height is computed by dividing the NAVD 88
 KV3512.geopotential number by the normal gravity value computed on the
 KV3512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3512.degrees latitude (g = 980.6199 gals.).
 KV3512
 KV3512.The modeled gravity was interpolated from observed gravity values.
 KV3512
 KV3512;                    North         East    Units  Estimated Accuracy
 KV3512;SPC NJ       -   178,140.      178,000.      MT  (+/- 180 meters Scaled)
 KV3512
 KV3512                          SUPERSEDED SURVEY CONTROL
 KV3512
 KV3512  NGVD 29 (01/10/92)    5.923  (m)           19.43   (f) ADJUSTED    1 2
 KV3512
 KV3512.Superseded values are not recommended for survey control.
 KV3512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3512.See file dsdata.txt to determine how the superseded data were derived.
 KV3512
 KV3512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK703766(NAD 83)
 KV3512_MARKER: DV = VERTICAL CONTROL DISK
 KV3512_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3512_SP_SET: STAINLESS STEEL ROD
 KV3512_STAMPING: X 81 1979
 KV3512_MARK LOGO: NGS   
 KV3512_PROJECTION: RECESSED 5 CENTIMETERS
 KV3512_MAGNETIC: I = MARKER IS A STEEL ROD
 KV3512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3512_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3512+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1998
 KV3512_ROD/PIPE-DEPTH: 6.10 meters
 KV3512
 KV3512  HISTORY     - Date     Condition        Report By
 KV3512  HISTORY     - 1979     MONUMENTED       NGS
 KV3512  HISTORY     - 19920819 GOOD             USPSQD
 KV3512  HISTORY     - 19980518 GOOD             NJGS
 KV3512
 KV3512                          STATION DESCRIPTION
 KV3512
 KV3512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3512'1.55 MI WEST FROM KEANSBURG.
 KV3512'1.55 MILES WEST ALONG STATE ROUTE 36 FROM THE JUNCTION OF LAUREL
 KV3512'AVENUE IN KEANSBURG, SET IN FRONT OF THE HOLY FAMILY CHURCH ON
 KV3512'THE NORTH SIDE OF POWER POLE JC 570 UB, MV 400 W. WITH A STREET
 KV3512'LIGHT, 4 FEET WEST OF THE CENTER OF THE ENTRANCE DRIVE TO THE EAST
 KV3512'PAVED PARKING LOT TO THE CHURCH, 27.7 FEET EAST OF THE SOUTHEAST
 KV3512'CORNER OF THE BOTTOM STEP TO THE CHURCH, 6.8 FEET  NORTH OF THE
 KV3512'NORTH CURB OF ROUTE 36, 5 FEET NORTH OF POWER POLE JC 570 UB, MV 400 W
 KV3512'1.7 FEET SOUTH OF THE SOUTH EDGE OF THE SID4WALK.
 KV3512'THE MARK IS 1 FT ABOVE HIGHWAY.
 KV3512
 KV3512                          STATION RECOVERY (1992)
 KV3512
 KV3512'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV3512'RECOVERED IN GOOD CONDITION.
 KV3512
 KV3512                          STATION RECOVERY (1998)
 KV3512
 KV3512'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV3512'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2272 ***********************************************************************
 JU2272  DESIGNATION -  X 82
 JU2272  PID         -  JU2272
 JU2272  STATE/COUNTY-  NJ/CUMBERLAND
 JU2272  USGS QUAD   -  BRIDGETON (1977)
 JU2272
 JU2272                         *CURRENT SURVEY CONTROL
 JU2272  ___________________________________________________________________
 JU2272* NAD 83(1986)-  39 24 47.     (N)    075 08 29.     (W)     SCALED    
 JU2272* NAVD 88     -        29.697  (meters)      97.43   (feet)  ADJUSTED  
 JU2272  ___________________________________________________________________
 JU2272  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JU2272  DYNAMIC HT  -          29.682 (meters)      97.38  (feet)  COMP
 JU2272  MODELED GRAV-     980,119.6   (mgal)                       NAVD 88
 JU2272
 JU2272  VERT ORDER  -  FIRST     CLASS II
 JU2272
 JU2272.The horizontal coordinates were scaled from a topographic map and have
 JU2272.an estimated accuracy of +/- 6 seconds.
 JU2272
 JU2272.The orthometric height was determined by differential leveling
 JU2272.and adjusted by the National Geodetic Survey in June 1991..
 JU2272
 JU2272.The geoid height was determined by GEOID03.
 JU2272
 JU2272.The dynamic height is computed by dividing the NAVD 88
 JU2272.geopotential number by the normal gravity value computed on the
 JU2272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2272.degrees latitude (g = 980.6199 gals.).
 JU2272
 JU2272.The modeled gravity was interpolated from observed gravity values.
 JU2272
 JU2272;                    North         East    Units  Estimated Accuracy
 JU2272;SPC NJ       -    64,550.       94,770.      MT  (+/- 180 meters Scaled)
 JU2272
 JU2272                          SUPERSEDED SURVEY CONTROL
 JU2272
 JU2272  NGVD 29 (01/10/92)   30.017  (m)           98.48   (f) ADJUSTED    1 2
 JU2272
 JU2272.Superseded values are not recommended for survey control.
 JU2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2272.See file dsdata.txt to determine how the superseded data were derived.
 JU2272
 JU2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ878626(NAD 83)
 JU2272_MARKER: DB = BENCH MARK DISK
 JU2272_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2272_SP_SET: STAINLESS STEEL ROD
 JU2272_STAMPING: X 82 1979
 JU2272_PROJECTION: RECESSED 5 CENTIMETERS
 JU2272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2272_ROD/PIPE-DEPTH: 6.10 meters
 JU2272
 JU2272  HISTORY     - Date     Condition        Report By
 JU2272  HISTORY     - 1979     MONUMENTED       NGS
 JU2272  HISTORY     - 1987     GOOD             LOCSUR
 JU2272  HISTORY     - 19950129 GOOD             USPSQD
 JU2272
 JU2272                          STATION DESCRIPTION
 JU2272
 JU2272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2272'5.4 MI EAST FROM BRIDGETON.
 JU2272'5.4 MILES EAST ALONG STATE ROUTE 49 FROM THE POST OFFICE IN
 JU2272'BRIDGETON, 0.1 MILE WEST OF THE MILLVILLE CITY BOUNDARY, ACROSS
 JU2272'HIGHWAY FROM THE JUNCTION OF A GRAVELED DRIVE LEADING SOUTH TO THE
 JU2272'CUMBERLAND NURSERIES, 128 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 JU2272'A TWO STORY WHITE HOUSE, 29.5 FEET NORTH OF THE CENTER LINE OF THE
 JU2272'HIGHWAY, 3.3 FEET NORTH OF POWER POLE NUMBER 283.
 JU2272'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
 JU2272'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2272
 JU2272                          STATION RECOVERY (1987)
 JU2272
 JU2272'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (CT)
 JU2272'RECOVERED IN GOOD CONDITION.
 JU2272
 JU2272                          STATION RECOVERY (1995)
 JU2272
 JU2272'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1173 ***********************************************************************
 KV1173  DESIGNATION -  XIII
 KV1173  PID         -  KV1173
 KV1173  STATE/COUNTY-  NJ/SOMERSET
 KV1173  USGS QUAD   -  BOUND BROOK (1995)
 KV1173
 KV1173                         *CURRENT SURVEY CONTROL
 KV1173  ___________________________________________________________________
 KV1173* NAD 83(1986)-  40 33 36.     (N)    074 31 40.     (W)     SCALED    
 KV1173* NAVD 88     -        10.612  (meters)      34.82   (feet)  ADJUSTED  
 KV1173  ___________________________________________________________________
 KV1173  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KV1173  DYNAMIC HT  -          10.607 (meters)      34.80  (feet)  COMP
 KV1173  MODELED GRAV-     980,184.8   (mgal)                       NAVD 88
 KV1173
 KV1173  VERT ORDER  -  FIRST     CLASS II
 KV1173
 KV1173.The horizontal coordinates were scaled from a topographic map and have
 KV1173.an estimated accuracy of +/- 6 seconds.
 KV1173
 KV1173.The orthometric height was determined by differential leveling
 KV1173.and adjusted by the National Geodetic Survey in June 1991..
 KV1173
 KV1173.The geoid height was determined by GEOID03.
 KV1173
 KV1173.The dynamic height is computed by dividing the NAVD 88
 KV1173.geopotential number by the normal gravity value computed on the
 KV1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1173.degrees latitude (g = 980.6199 gals.).
 KV1173
 KV1173.The modeled gravity was interpolated from observed gravity values.
 KV1173
 KV1173;                    North         East    Units  Estimated Accuracy
 KV1173;SPC NJ       -   191,690.      147,650.      MT  (+/- 180 meters Scaled)
 KV1173
 KV1173                          SUPERSEDED SURVEY CONTROL
 KV1173
 KV1173  NGVD 29 (??/??/??)   10.901  (m)           35.76   (f) ADJUSTED    1 2
 KV1173
 KV1173.Superseded values are not recommended for survey control.
 KV1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1173.See file dsdata.txt to determine how the superseded data were derived.
 KV1173
 KV1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK399900(NAD 83)
 KV1173_MARKER: Q = CHISELED SQUARE
 KV1173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1173_SP_SET: BRIDGE ABUTMENT
 KV1173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1173
 KV1173  HISTORY     - Date     Condition        Report By
 KV1173  HISTORY     - UNK      MONUMENTED       RBNF
 KV1173  HISTORY     - 1938     GOOD             CGS
 KV1173
 KV1173                          STATION DESCRIPTION
 KV1173
 KV1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KV1173'AT BOUND BROOK.
 KV1173'AT BOUND BROOK, SOMERSET COUNTY, AT THE BRIDGE OVER RARITAN RIVER
 KV1173'AND CANAL, AND ON THE TOP OF THE WEST END OF THE NORTH ABUTMENT.
 KV1173'THE CHISELED SQUARE REPORTED TO SHOW SOME WEAR.  THE ROCK ALSO
 KV1173'SHOWING SIGNS OF WEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1178 ***********************************************************************
 KV1178  DESIGNATION -  XIV NJGS
 KV1178  PID         -  KV1178
 KV1178  STATE/COUNTY-  NJ/SOMERSET
 KV1178  USGS QUAD   -  BOUND BROOK (1995)
 KV1178
 KV1178                         *CURRENT SURVEY CONTROL
 KV1178  ___________________________________________________________________
 KV1178* NAD 83(1986)-  40 34 05.     (N)    074 36 37.     (W)     SCALED    
 KV1178* NAVD 88     -        24.672  (meters)      80.94   (feet)  ADJUSTED  
 KV1178  ___________________________________________________________________
 KV1178  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KV1178  DYNAMIC HT  -          24.661 (meters)      80.91  (feet)  COMP
 KV1178  MODELED GRAV-     980,173.7   (mgal)                       NAVD 88
 KV1178
 KV1178  VERT ORDER  -  FIRST     CLASS II
 KV1178
 KV1178.The horizontal coordinates were scaled from a topographic map and have
 KV1178.an estimated accuracy of +/- 6 seconds.
 KV1178
 KV1178.The orthometric height was determined by differential leveling
 KV1178.and adjusted by the National Geodetic Survey in June 1991..
 KV1178
 KV1178.The geoid height was determined by GEOID03.
 KV1178
 KV1178.The dynamic height is computed by dividing the NAVD 88
 KV1178.geopotential number by the normal gravity value computed on the
 KV1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1178.degrees latitude (g = 980.6199 gals.).
 KV1178
 KV1178.The modeled gravity was interpolated from observed gravity values.
 KV1178
 KV1178;                    North         East    Units  Estimated Accuracy
 KV1178;SPC NJ       -   192,590.      140,660.      MT  (+/- 180 meters Scaled)
 KV1178
 KV1178                          SUPERSEDED SURVEY CONTROL
 KV1178
 KV1178  NGVD 29 (01/10/92)   24.946  (m)           81.84   (f) ADJUSTED    1 2
 KV1178
 KV1178.Superseded values are not recommended for survey control.
 KV1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1178.See file dsdata.txt to determine how the superseded data were derived.
 KV1178
 KV1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK329908(NAD 83)
 KV1178_MARKER: Z = SEE DESCRIPTION
 KV1178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1178_SP_SET: MONUMENT
 KV1178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1178
 KV1178  HISTORY     - Date     Condition        Report By
 KV1178  HISTORY     - UNK      MONUMENTED       NJGS
 KV1178  HISTORY     - 1938     GOOD             CGS
 KV1178  HISTORY     - 1978     GOOD             NGS
 KV1178  HISTORY     - 19981115 GOOD             USPSQD
 KV1178  HISTORY     - 20031122 GOOD             USPSQD
 KV1178
 KV1178                          STATION DESCRIPTION
 KV1178
 KV1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KV1178'AT SOMERVILLE.
 KV1178'AT SOMERVILLE, SOMERSET COUNTY, ON THE COUNTY COURTHOUSE
 KV1178'GROUNDS, IN FRONT OF THE COURTHOUSE, IN THE TOP OF THE 1864
 KV1178'STATE SURVEY TRUE-MERIDIAN MONUMENT, AND ABOUT 2 1/2 FEET
 KV1178'HIGHER THAN THE LAWN.  THE BOTTOM OF A CIRCULAR CAVITY IN THE
 KV1178'TOP OF THE GRANITE MONUMENT.  FOUND TWO MERIDIAN MONUMENTS ON
 KV1178'THE GROUNDS.  BOTH IN GOOD SHAPE.
 KV1178
 KV1178                          STATION RECOVERY (1978)
 KV1178
 KV1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1178'RECOVERED IN GOOD CONDITION.
 KV1178
 KV1178                          STATION RECOVERY (1998)
 KV1178
 KV1178'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV1178'RECOVERED IN GOOD CONDITION.
 KV1178
 KV1178                          STATION RECOVERY (2003)
 KV1178
 KV1178'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV1178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1185 ***********************************************************************
 KV1185  DESIGNATION -  XV
 KV1185  PID         -  KV1185
 KV1185  STATE/COUNTY-  NJ/SOMERSET
 KV1185  USGS QUAD   -  RARITAN (1981)
 KV1185
 KV1185                         *CURRENT SURVEY CONTROL
 KV1185  ___________________________________________________________________
 KV1185* NAD 83(1986)-  40 35 21.     (N)    074 40 54.     (W)     SCALED    
 KV1185* NAVD 88     -        25.634  (meters)      84.10   (feet)  ADJUSTED  
 KV1185  ___________________________________________________________________
 KV1185  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KV1185  DYNAMIC HT  -          25.623 (meters)      84.06  (feet)  COMP
 KV1185  MODELED GRAV-     980,177.2   (mgal)                       NAVD 88
 KV1185
 KV1185  VERT ORDER  -  FIRST     CLASS II
 KV1185
 KV1185.The horizontal coordinates were scaled from a topographic map and have
 KV1185.an estimated accuracy of +/- 6 seconds.
 KV1185
 KV1185.The orthometric height was determined by differential leveling
 KV1185.and adjusted by the National Geodetic Survey in June 1991..
 KV1185
 KV1185.The geoid height was determined by GEOID03.
 KV1185
 KV1185.The dynamic height is computed by dividing the NAVD 88
 KV1185.geopotential number by the normal gravity value computed on the
 KV1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1185.degrees latitude (g = 980.6199 gals.).
 KV1185
 KV1185.The modeled gravity was interpolated from observed gravity values.
 KV1185
 KV1185;                    North         East    Units  Estimated Accuracy
 KV1185;SPC NJ       -   194,950.      134,620.      MT  (+/- 180 meters Scaled)
 KV1185
 KV1185                          SUPERSEDED SURVEY CONTROL
 KV1185
 KV1185  NGVD 29 (??/??/??)   25.902  (m)           84.98   (f) ADJUSTED    1 2
 KV1185
 KV1185.Superseded values are not recommended for survey control.
 KV1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1185.See file dsdata.txt to determine how the superseded data were derived.
 KV1185
 KV1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK269932(NAD 83)
 KV1185_MARKER: Q = CHISELED SQUARE
 KV1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1185_SP_SET: STONE
 KV1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1185+STABILITY: SURFACE MOTION
 KV1185
 KV1185  HISTORY     - Date     Condition        Report By
 KV1185  HISTORY     - UNK      MONUMENTED       CGS
 KV1185  HISTORY     - 1950     GOOD             CGS
 KV1185  HISTORY     - 1974     GOOD             NJGS
 KV1185  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 KV1185  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 KV1185
 KV1185                          STATION DESCRIPTION
 KV1185
 KV1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KV1185'AT NORTH BRANCH.
 KV1185'AT NORTH BRANCH, SOMERSET COUNTY, SOUTHEAST OF THE CENTRAL
 KV1185'RAILROAD OF NEW JERSEY STATION, AT A LARGE STONE RAILROAD BRIDGE
 KV1185'OVER THE NORTH BRANCH OF RARITAN RIVER, AT THE SOUTHWEST
 KV1185'ABUTMENT, AND ON THE FIRST STONE BELOW THE PARAPET.
 KV1185
 KV1185                          STATION RECOVERY (1974)
 KV1185
 KV1185'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1974
 KV1185'RECOVERED IN GOOD CONDITION.
 KV1185
 KV1185                          STATION RECOVERY (1998)
 KV1185
 KV1185'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV1185'MARK NOT FOUND.
 KV1185
 KV1185                          STATION RECOVERY (2005)
 KV1185
 KV1185'RECOVERY NOTE BY US POWER SQUADRON 2005 (TN)
 KV1185'MARK NOT RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0640 ***********************************************************************
 JU0640  DESIGNATION -  XX 20
 JU0640  PID         -  JU0640
 JU0640  STATE/COUNTY-  NJ/BURLINGTON
 JU0640  USGS QUAD   -  PEMBERTON (1981)
 JU0640
 JU0640                         *CURRENT SURVEY CONTROL
 JU0640  ___________________________________________________________________
 JU0640* NAD 83(1986)-  39 58 34.     (N)    074 40 50.     (W)     SCALED    
 JU0640* NAVD 88     -        13.602  (meters)      44.63   (feet)  ADJUSTED  
 JU0640  ___________________________________________________________________
 JU0640  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JU0640  DYNAMIC HT  -          13.596 (meters)      44.61  (feet)  COMP
 JU0640  MODELED GRAV-     980,193.3   (mgal)                       NAVD 88
 JU0640
 JU0640  VERT ORDER  -  SECOND    CLASS 0
 JU0640
 JU0640.The horizontal coordinates were scaled from a topographic map and have
 JU0640.an estimated accuracy of +/- 6 seconds.
 JU0640
 JU0640.The orthometric height was determined by differential leveling
 JU0640.and adjusted by the National Geodetic Survey in June 1991..
 JU0640
 JU0640.The geoid height was determined by GEOID03.
 JU0640
 JU0640.The dynamic height is computed by dividing the NAVD 88
 JU0640.geopotential number by the normal gravity value computed on the
 JU0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0640.degrees latitude (g = 980.6199 gals.).
 JU0640
 JU0640.The modeled gravity was interpolated from observed gravity values.
 JU0640
 JU0640;                    North         East    Units  Estimated Accuracy
 JU0640;SPC NJ       -   126,880.      134,580.      MT  (+/- 180 meters Scaled)
 JU0640
 JU0640                          SUPERSEDED SURVEY CONTROL
 JU0640
 JU0640  NGVD 29 (??/??/??)   13.980  (m)           45.87   (f) ADJUSTED    2 0
 JU0640
 JU0640.Superseded values are not recommended for survey control.
 JU0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0640.See file dsdata.txt to determine how the superseded data were derived.
 JU0640
 JU0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK272251(NAD 83)
 JU0640_MARKER: DB = BENCH MARK DISK
 JU0640_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU0640_SP_SET: CULVERT WINGWALL
 JU0640_STAMPING: XX 20
 JU0640_MARK LOGO: CGS   
 JU0640_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0640+STABILITY: SURFACE MOTION
 JU0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0640+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1995
 JU0640
 JU0640  HISTORY     - Date     Condition        Report By
 JU0640  HISTORY     - 1935     MONUMENTED       CGS
 JU0640  HISTORY     - 1935     GOOD             CGS
 JU0640  HISTORY     - 1947     GOOD             CGS
 JU0640  HISTORY     - 19950224 GOOD             NJGS
 JU0640
 JU0640                          STATION DESCRIPTION
 JU0640
 JU0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU0640'AT PEMBERTON.
 JU0640'AT PEMBERTON BURLINGTON COUNTY, AT A STREET CROSSING, 33 FEET
 JU0640'WEST OF THE CENTER LINE OF HANOVER STREET, 33 FEET NORTHEAST OF
 JU0640'THE CENTER LINE OF HANOVER STREET, 25 FEET WEST OF POLE 13, AT
 JU0640'A BRIDGE, AND IN THE TOP OF THE SOUTH END OF THE EAST WING WALL.
 JU0640'A STANDARD DISK, STAMPED XX 20.
 JU0640
 JU0640                          STATION RECOVERY (1947)
 JU0640
 JU0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JU0640'RECOVERED IN GOOD CONDITION.
 JU0640
 JU0640                          STATION RECOVERY (1995)
 JU0640
 JU0640'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0640'THE STATION IS LOCATED IN THE BOROUGH OF PEMBERTON ON THE EAST SIDE OF
 JU0640'HANOVER STREET, COUNTY ROAD 616, AT THE NORTHEAST CORNER OF THE
 JU0640'INTERSECTION WITH SAINT JOHNS STREET.  TO REACH THE STATION FROM THE
 JU0640'INTERSECTION OF U.S.  HIGHWAY 206 AND SOUTH PEMBERTON ROAD, COUNTY
 JU0640'ROAD 530, GO EAST ON COUNTY ROAD 530 FOR 2.7 MI (4.3 KM) TO THE
 JU0640'INTERSECTION WITH HANOVER STREET, COUNTY ROAD 616 IN PEMBERTON.  TURN
 JU0640'LEFT AND GO NORTH ON COUNTY ROAD 616 FOR 0.6 MI (1.0 KM) TO THE TEE
 JU0640'JUNCTION WITH SAINT JOHNS STREET AND THE STATION ON THE RIGHT, SET
 JU0640'FLUSH IN THE TOP OF THE SOUTH END OF THE EAST WINGWALL OF A CONCRETE
 JU0640'CULVERT OVER BUDDS RUN.  THE STATION IS 34 FT (10.4 M) EAST FROM THE
 JU0640'CENTERLINE OF COUNTY ROAD 616, 33 FT (10.1 M) NORTH FROM THE
 JU0640'CENTERLINE OF SAINT JOHNS STREET, 34 FT (10.4 M) NORTHWEST FROM POLE
 JU0640'NUMBER JC 11 PMB AND 3.0 FT (0.9 M) NORTH FROM THE SOUTHEAST END OF
 JU0640'THE WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3435 ***********************************************************************
 KV3435  DESIGNATION -  Y 101
 KV3435  PID         -  KV3435
 KV3435  STATE/COUNTY-  NJ/PASSAIC
 KV3435  USGS QUAD   -  POMPTON PLAINS (1995)
 KV3435
 KV3435                         *CURRENT SURVEY CONTROL
 KV3435  ___________________________________________________________________
 KV3435* NAD 83(1986)-  40 54 54.     (N)    074 15 30.     (W)     SCALED    
 KV3435* NAVD 88     -        56.503  (meters)     185.38   (feet)  ADJUSTED  
 KV3435  ___________________________________________________________________
 KV3435  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV3435  DYNAMIC HT  -          56.479 (meters)     185.30  (feet)  COMP
 KV3435  MODELED GRAV-     980,204.3   (mgal)                       NAVD 88
 KV3435
 KV3435  VERT ORDER  -  FIRST     CLASS II
 KV3435
 KV3435.The horizontal coordinates were scaled from a topographic map and have
 KV3435.an estimated accuracy of +/- 6 seconds.
 KV3435
 KV3435.The orthometric height was determined by differential leveling
 KV3435.and adjusted by the National Geodetic Survey in June 1991..
 KV3435
 KV3435.The geoid height was determined by GEOID03.
 KV3435
 KV3435.The dynamic height is computed by dividing the NAVD 88
 KV3435.geopotential number by the normal gravity value computed on the
 KV3435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3435.degrees latitude (g = 980.6199 gals.).
 KV3435
 KV3435.The modeled gravity was interpolated from observed gravity values.
 KV3435
 KV3435;                    North         East    Units  Estimated Accuracy
 KV3435;SPC NJ       -   231,140.      170,360.      MT  (+/- 180 meters Scaled)
 KV3435
 KV3435                          SUPERSEDED SURVEY CONTROL
 KV3435
 KV3435  NGVD 29 (??/??/??)   56.812  (m)          186.39   (f) ADJUSTED    1 2
 KV3435
 KV3435.Superseded values are not recommended for survey control.
 KV3435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3435.See file dsdata.txt to determine how the superseded data were derived.
 KV3435
 KV3435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL624295(NAD 83)
 KV3435_MARKER: DB = BENCH MARK DISK
 KV3435_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV3435+WITH SETTING: PAVEMENT
 KV3435_SP_SET: CONCRETE FLOOR
 KV3435_STAMPING: Y 101 1979
 KV3435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3435+STABILITY: SURFACE MOTION
 KV3435
 KV3435  HISTORY     - Date     Condition        Report By
 KV3435  HISTORY     - 1979     MONUMENTED       NGS
 KV3435
 KV3435                          STATION DESCRIPTION
 KV3435
 KV3435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3435'IN MOUNTAIN VIEW.
 KV3435'IN MOUNTAIN VIEW, 0.05 MILE EAST ALONG LEGION PLAZA FROM THE JUNCTION
 KV3435'OF STATE ROUTE 23, THENCE 0.25 MILE EAST ALONG PARISH ROAD TO
 KV3435'MOUNTAIN VIEW COMMUNITY FIRE CO. NO.1, INSIDE THE ENGINE HOUSE AT
 KV3435'THE SOUTHEAST CORNER IN THE CONCRETE FLOOR, 2 FEET NORTHWEST OF THE
 KV3435'INSIDE SOUTHEAST CORNER, 2 FEET WEST OF THE STONE BASE OF A TROPHY
 KV3435'CASE, 1.7 FEET NORTHEAST OF THE METAL DOOR STOP.
 KV3435'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2248 ***********************************************************************
 LY2248  DESIGNATION -  Y 102
 LY2248  PID         -  LY2248
 LY2248  STATE/COUNTY-  NJ/PASSAIC
 LY2248  USGS QUAD   -  WAWAYANDA (1994)
 LY2248
 LY2248                         *CURRENT SURVEY CONTROL
 LY2248  ___________________________________________________________________
 LY2248* NAD 83(1986)-  41 09 42.     (N)    074 23 10.     (W)     SCALED    
 LY2248* NAVD 88     -       346.337  (meters)    1136.27   (feet)  ADJUSTED  
 LY2248  ___________________________________________________________________
 LY2248  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LY2248  DYNAMIC HT  -         346.183 (meters)    1135.77  (feet)  COMP
 LY2248  MODELED GRAV-     980,168.6   (mgal)                       NAVD 88
 LY2248
 LY2248  VERT ORDER  -  FIRST     CLASS II
 LY2248
 LY2248.The horizontal coordinates were scaled from a topographic map and have
 LY2248.an estimated accuracy of +/- 6 seconds.
 LY2248
 LY2248.The orthometric height was determined by differential leveling
 LY2248.and adjusted by the National Geodetic Survey in June 1991..
 LY2248
 LY2248.The geoid height was determined by GEOID03.
 LY2248
 LY2248.The dynamic height is computed by dividing the NAVD 88
 LY2248.geopotential number by the normal gravity value computed on the
 LY2248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2248.degrees latitude (g = 980.6199 gals.).
 LY2248
 LY2248.The modeled gravity was interpolated from observed gravity values.
 LY2248
 LY2248;                    North         East    Units  Estimated Accuracy
 LY2248;SPC NJ       -   258,510.      159,560.      MT  (+/- 180 meters Scaled)
 LY2248
 LY2248                          SUPERSEDED SURVEY CONTROL
 LY2248
 LY2248  NGVD 29 (??/??/92)  346.639  (m)         1137.26   (f) ADJ UNCH    1 2
 LY2248
 LY2248.Superseded values are not recommended for survey control.
 LY2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2248.See file dsdata.txt to determine how the superseded data were derived.
 LY2248
 LY2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL515568(NAD 83)
 LY2248_MARKER: DV = VERTICAL CONTROL DISK
 LY2248_SETTING: 66 = SET IN ROCK OUTCROP
 LY2248_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LY2248_STAMPING: Y 102 1979
 LY2248_MARK LOGO: NGS   
 LY2248_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2248+STABILITY: POSITION/ELEVATION WELL
 LY2248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2248+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1992
 LY2248
 LY2248  HISTORY     - Date     Condition        Report By
 LY2248  HISTORY     - 1979     MONUMENTED       NGS
 LY2248  HISTORY     - 19921016 GOOD             NJGS
 LY2248
 LY2248                          STATION DESCRIPTION
 LY2248
 LY2248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2248'9.0 MI NW FROM NEWFOUNDLAND.
 LY2248'9.0 MILES NORTH-NORTHEAST ALONG CLINTON ROAD FROM THE JUNCTION OF
 LY2248'STATE ROUTE 23 TO THE MARK ON THE RIGHT, IN TOP OF A MASSSVE ROCK CUT
 LY2248'95 FEET NORTHEAST OF THE NORTH CORNER OF HOUSE 1954 OWNED AT THIS
 LY2248'TIME BY MR. LOVLAND, 93 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 LY2248'11.5 FEET SOUTH OF A 36-INCH DOUBLE TRUNK TRIANGLE BLAZED OAK TREE.
 LY2248'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 LY2248'THE MARK IS 8 FT ABOVE ROAD.
 LY2248
 LY2248                          STATION RECOVERY (1992)
 LY2248
 LY2248'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 LY2248'THE STATION IS LOCATED IN WEST MILFORD TOWNSHIP ON THE SOUTHEAST SIDE
 LY2248'OF CLINTON ROAD.  TO REACH THE STATION FROM THE WYE INTERSECTION OF
 LY2248'WARWICK TURNPIKE AND THE END OF UNION VALLEY ROAD, COUNTY ROAD 513,
 LY2248'IN BROWNS, GO WEST NORTHWEST ON WARWICK TURNPIKE FOR 2.15 MI
 LY2248'(3.46 KM) TO A WYE JUNCTION WITH CLINTON ROAD.  BEAR TO THE LEFT AND
 LY2248'GO SOUTHWEST ON CLINTON ROAD FOR 0.25 MI (0.40 KM) TO THE STATION ON
 LY2248'THE LEFT, SET FLUSH IN A DRILL HOLE IN A LARGE ROCK OUTCROP, OPPOSITE
 LY2248'AND ACROSS THE ROAD FROM A CONSTRUCTION SITE OPERATED BY THE GALIANO
 LY2248'BROTHERS, EXCAVATORS.  THE STATION IS ABOUT 25 M (82.0 FT) NORTHEAST
 LY2248'FROM THE CENTERLINE OF THE STONE DRIVE FOR HOUSE NUMBER 1954, A TWO
 LY2248'AND ONE HALF SORY FRAME DWELLING.  THE STATION IS ABOUT 8 FT (2.4 M)
 LY2248'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0119 ***********************************************************************
 KV0119  DESIGNATION -  Y 11
 KV0119  PID         -  KV0119
 KV0119  STATE/COUNTY-  NJ/BERGEN
 KV0119  USGS QUAD   -  ORANGE (1981)
 KV0119
 KV0119                         *CURRENT SURVEY CONTROL
 KV0119  ___________________________________________________________________
 KV0119* NAD 83(1986)-  40 48 28.     (N)    074 07 51.     (W)     SCALED    
 KV0119* NAVD 88     -        13.104  (meters)      42.99   (feet)  ADJUSTED  
 KV0119  ___________________________________________________________________
 KV0119  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KV0119  DYNAMIC HT  -          13.098 (meters)      42.97  (feet)  COMP
 KV0119  MODELED GRAV-     980,223.9   (mgal)                       NAVD 88
 KV0119
 KV0119  VERT ORDER  -  FIRST     CLASS II
 KV0119
 KV0119.The horizontal coordinates were scaled from a topographic map and have
 KV0119.an estimated accuracy of +/- 6 seconds.
 KV0119
 KV0119.The orthometric height was determined by differential leveling
 KV0119.and adjusted by the National Geodetic Survey in June 1991..
 KV0119
 KV0119.The geoid height was determined by GEOID03.
 KV0119
 KV0119.The dynamic height is computed by dividing the NAVD 88
 KV0119.geopotential number by the normal gravity value computed on the
 KV0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0119.degrees latitude (g = 980.6199 gals.).
 KV0119
 KV0119.The modeled gravity was interpolated from observed gravity values.
 KV0119
 KV0119;                    North         East    Units  Estimated Accuracy
 KV0119;SPC NJ       -   219,270.      181,150.      MT  (+/- 180 meters Scaled)
 KV0119
 KV0119                          SUPERSEDED SURVEY CONTROL
 KV0119
 KV0119  NGVD 29 (??/??/??)   13.422  (m)           44.04   (f) ADJUSTED    1 2
 KV0119
 KV0119.Superseded values are not recommended for survey control.
 KV0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0119.See file dsdata.txt to determine how the superseded data were derived.
 KV0119
 KV0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL733177(NAD 83)
 KV0119_MARKER: DB = BENCH MARK DISK
 KV0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0119_SP_SET: BUILDING
 KV0119_STAMPING: 44.035 Y 11 1933
 KV0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0119+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 KV0119
 KV0119  HISTORY     - Date     Condition        Report By
 KV0119  HISTORY     - 1933     MONUMENTED       CGS
 KV0119  HISTORY     - 1934     GOOD             CGS
 KV0119  HISTORY     - 1979     GOOD             NGS
 KV0119  HISTORY     - 1989     GOOD             USPSQD
 KV0119  HISTORY     - 20060415 GOOD             GEOCAC
 KV0119
 KV0119                          STATION DESCRIPTION
 KV0119
 KV0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0119'AT LYNDHURST.
 KV0119'AT LYNDHURST, BERGEN COUNTY, AT THE INTERSECTION OF STUYVESANT
 KV0119'AND KINGSLAND AVENUES, 300 FEET NORTH OF THE CENTERLINE OF
 KV0119'KINGLAND AVENUE, 75 FEET EAST OF THE CENTERLINE OF STUYVESANT
 KV0119'AVENUE, AT THE NORTHWEST CORNER OF ROOSEVELT SCHOOL, IN THE WEST
 KV0119'WALL, AND ABOUT 2 FEET HIGHER THAN THE GROUND.  A STANDARD DISK,
 KV0119'STAMPED 44.035 Y 11 1933 AND SET VERTICALLY.
 KV0119
 KV0119                          STATION RECOVERY (1979)
 KV0119
 KV0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0119'RECOVERED IN GOOD CONDITION.
 KV0119
 KV0119                          STATION RECOVERY (1989)
 KV0119
 KV0119'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV0119'RECOVERED IN GOOD CONDITION.
 KV0119
 KV0119                          STATION RECOVERY (2006)
 KV0119
 KV0119'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0119'FOUND AS DESCRIBED.  DISK IS HEAVILY COVEREDED WITH PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0179 ***********************************************************************
 KV0179  DESIGNATION -  Y 12 NJGS
 KV0179  PID         -  KV0179
 KV0179  STATE/COUNTY-  NJ/PASSAIC
 KV0179  USGS QUAD   -  POMPTON PLAINS (1995)
 KV0179
 KV0179                         *CURRENT SURVEY CONTROL
 KV0179  ___________________________________________________________________
 KV0179* NAD 83(1986)-  40 54 50.     (N)    074 15 39.     (W)     SCALED    
 KV0179* NAVD 88     -        53.675  (meters)     176.10   (feet)  ADJUSTED  
 KV0179  ___________________________________________________________________
 KV0179  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV0179  DYNAMIC HT  -          53.652 (meters)     176.02  (feet)  COMP
 KV0179  MODELED GRAV-     980,204.3   (mgal)                       NAVD 88
 KV0179
 KV0179  VERT ORDER  -  FIRST     CLASS II
 KV0179
 KV0179.The horizontal coordinates were scaled from a topographic map and have
 KV0179.an estimated accuracy of +/- 6 seconds.
 KV0179
 KV0179.The orthometric height was determined by differential leveling
 KV0179.and adjusted by the National Geodetic Survey in June 1991..
 KV0179
 KV0179.The geoid height was determined by GEOID03.
 KV0179
 KV0179.The dynamic height is computed by dividing the NAVD 88
 KV0179.geopotential number by the normal gravity value computed on the
 KV0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0179.degrees latitude (g = 980.6199 gals.).
 KV0179
 KV0179.The modeled gravity was interpolated from observed gravity values.
 KV0179
 KV0179;                    North         East    Units  Estimated Accuracy
 KV0179;SPC NJ       -   231,010.      170,150.      MT  (+/- 180 meters Scaled)
 KV0179
 KV0179                          SUPERSEDED SURVEY CONTROL
 KV0179
 KV0179  NGVD 29 (??/??/??)   53.956  (m)          177.02   (f) ADJUSTED    1 2
 KV0179
 KV0179.Superseded values are not recommended for survey control.
 KV0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0179.See file dsdata.txt to determine how the superseded data were derived.
 KV0179
 KV0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL622294(NAD 83)
 KV0179_MARKER: DB = BENCH MARK DISK
 KV0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0179_STAMPING: 177.021 Y 12 1933
 KV0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0179+STABILITY: SURFACE MOTION
 KV0179
 KV0179  HISTORY     - Date     Condition        Report By
 KV0179  HISTORY     - 1933     MONUMENTED       NJGS
 KV0179  HISTORY     - 1955     MARK NOT FOUND   CGS
 KV0179
 KV0179                          STATION DESCRIPTION
 KV0179
 KV0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KV0179'AT MOUNTAIN VIEW.
 KV0179'AT MOUNTAIN VIEW, PASSAIC COUNTY, 360 FEET WEST OF THE DELAWARE,
 KV0179'LACKAWANNA AND WESTERN RAILROAD STATION, 50 FEET WEST OF THE
 KV0179'CENTERLINE OF PREAKNESS AVENUE, 50 FEET SOUTH OF THE SOUTH RAIL,
 KV0179'AND ABOUT 1 FOOT LOWER THAN THE BASE OF THE RAIL.  A STANDARD
 KV0179'DISK, STAMPED 177.021 Y 12 1933 AND SET IN THE TOP OF A CONCRETE
 KV0179'POST.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS
 KV0179'NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE
 KV0179'ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0713 ***********************************************************************
 LY0713  DESIGNATION -  Y 13
 LY0713  PID         -  LY0713
 LY0713  STATE/COUNTY-  NJ/SUSSEX
 LY0713  USGS QUAD   -  HAMBURG (1976)
 LY0713
 LY0713                         *CURRENT SURVEY CONTROL
 LY0713  ___________________________________________________________________
 LY0713* NAD 83(1986)-  41 12 11.     (N)    074 35 59.     (W)     SCALED    
 LY0713* NAVD 88     -       127.353  (meters)     417.82   (feet)  ADJUSTED  
 LY0713  ___________________________________________________________________
 LY0713  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 LY0713  DYNAMIC HT  -         127.300 (meters)     417.65  (feet)  COMP
 LY0713  MODELED GRAV-     980,207.4   (mgal)                       NAVD 88
 LY0713
 LY0713  VERT ORDER  -  FIRST     CLASS II
 LY0713
 LY0713.The horizontal coordinates were scaled from a topographic map and have
 LY0713.an estimated accuracy of +/- 6 seconds.
 LY0713
 LY0713.The orthometric height was determined by differential leveling
 LY0713.and adjusted by the National Geodetic Survey in June 1991..
 LY0713
 LY0713.The geoid height was determined by GEOID03.
 LY0713
 LY0713.The dynamic height is computed by dividing the NAVD 88
 LY0713.geopotential number by the normal gravity value computed on the
 LY0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0713.degrees latitude (g = 980.6199 gals.).
 LY0713
 LY0713.The modeled gravity was interpolated from observed gravity values.
 LY0713
 LY0713;                    North         East    Units  Estimated Accuracy
 LY0713;SPC NJ       -   263,100.      141,640.      MT  (+/- 180 meters Scaled)
 LY0713
 LY0713                          SUPERSEDED SURVEY CONTROL
 LY0713
 LY0713  NGVD 29 (??/??/92)  127.551  (m)          418.47   (f) ADJ UNCH    1 2
 LY0713
 LY0713.Superseded values are not recommended for survey control.
 LY0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0713.See file dsdata.txt to determine how the superseded data were derived.
 LY0713
 LY0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL335613(NAD 83)
 LY0713_MARKER: DB = BENCH MARK DISK
 LY0713_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0713_SP_SET: ABUTMENT
 LY0713_STAMPING: 418.474 Y 13 1933
 LY0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0713
 LY0713  HISTORY     - Date     Condition        Report By
 LY0713  HISTORY     - 1933     MONUMENTED       CGS
 LY0713  HISTORY     - 1942     GOOD             NGS
 LY0713
 LY0713                          STATION DESCRIPTION
 LY0713
 LY0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY0713'0.5 MI S FROM SUSSEX.
 LY0713'0.5 MILE SOUTHEAST ALONG THE NEW YORK, SUSQUEHANNA AND WESTERN
 LY0713'RAILROAD FROM THE STATION AT SUSSEX, AT BRIDGE 66.13 OVER
 LY0713'THE PINE ISLAND ROAD, IN THE TOP OF THE SOUTHEAST ABUTMENT,
 LY0713'11 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 7.0 FEET
 LY0713'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 3.7 FEET SOUTHWEST
 LY0713'OF THE NORTHEAST END OF THE ABUTMENT, AND ABOUT 3-1/2 FEET
 LY0713'LOWER THAN THE TOP OF THE RAILS.  A STANDARD DISK, STAMPED
 LY0713'418.474 Y 13 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1261 ***********************************************************************
 KV1261  DESIGNATION -  Y 14
 KV1261  PID         -  KV1261
 KV1261  STATE/COUNTY-  NJ/SUSSEX
 KV1261  USGS QUAD   -  STANHOPE (1981)
 KV1261
 KV1261                         *CURRENT SURVEY CONTROL
 KV1261  ___________________________________________________________________
 KV1261* NAD 83(1986)-  40 59 53.     (N)    074 44 37.     (W)     SCALED    
 KV1261* NAVD 88     -       177.476  (meters)     582.27   (feet)  ADJUSTED  
 KV1261  ___________________________________________________________________
 KV1261  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV1261  DYNAMIC HT  -         177.397 (meters)     582.01  (feet)  COMP
 KV1261  MODELED GRAV-     980,174.7   (mgal)                       NAVD 88
 KV1261
 KV1261  VERT ORDER  -  SECOND    CLASS 0
 KV1261
 KV1261.The horizontal coordinates were scaled from a topographic map and have
 KV1261.an estimated accuracy of +/- 6 seconds.
 KV1261
 KV1261.The orthometric height was determined by differential leveling
 KV1261.and adjusted by the National Geodetic Survey in June 1991..
 KV1261
 KV1261.The geoid height was determined by GEOID03.
 KV1261
 KV1261.The dynamic height is computed by dividing the NAVD 88
 KV1261.geopotential number by the normal gravity value computed on the
 KV1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1261.degrees latitude (g = 980.6199 gals.).
 KV1261
 KV1261.The modeled gravity was interpolated from observed gravity values.
 KV1261
 KV1261;                    North         East    Units  Estimated Accuracy
 KV1261;SPC NJ       -   240,360.      129,510.      MT  (+/- 180 meters Scaled)
 KV1261
 KV1261                          SUPERSEDED SURVEY CONTROL
 KV1261
 KV1261  NGVD 29 (??/??/??)  177.690  (m)          582.97   (f) ADJUSTED    2 0
 KV1261
 KV1261.Superseded values are not recommended for survey control.
 KV1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1261.See file dsdata.txt to determine how the superseded data were derived.
 KV1261
 KV1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL215385(NAD 83)
 KV1261_MARKER: DB = BENCH MARK DISK
 KV1261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1261_SP_SET: BRIDGE
 KV1261_STAMPING: Y 14 1933 582.971
 KV1261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1261
 KV1261  HISTORY     - Date     Condition        Report By
 KV1261  HISTORY     - 1933     MONUMENTED       CGS
 KV1261  HISTORY     - 1934     GOOD             CGS
 KV1261  HISTORY     - 20050219 GOOD             GEOCAC
 KV1261
 KV1261                          STATION DESCRIPTION
 KV1261
 KV1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV1261'21 RAILS E FROM ANDOVER JUNCTION.
 KV1261'AT ANDOVER JUNCTION, SUSSEX COUNTY, 21 RAILS EAST OF THE LEHIGH AND
 KV1261'HUDSON RIVER RAILWAY STATION, 7 RAILS EAST OF THE CENTER OF A
 KV1261'CROSSING, AT THE BRIDGE OVER PEQUEST RIVER, IN THE TOP OF THE
 KV1261'SOUTHWEST WING WALL, 5 YARDS SOUTH OF THE SOUTH RAIL, AND ABOUT
 KV1261'LEVEL WITH THE TRACK.
 KV1261
 KV1261                          STATION RECOVERY (2005)
 KV1261
 KV1261'RECOVERY NOTE BY GEOCACHING 2005 (JRI)
 KV1261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1512 ***********************************************************************
 KV1512  DESIGNATION -  Y 15
 KV1512  PID         -  KV1512
 KV1512  STATE/COUNTY-  NJ/HUNTERDON
 KV1512  USGS QUAD   -  BLOOMSBURY (1970)
 KV1512
 KV1512                         *CURRENT SURVEY CONTROL
 KV1512  ___________________________________________________________________
 KV1512* NAD 83(1986)-  40 39 51.     (N)    075 02 57.     (W)     SCALED    
 KV1512* NAVD 88     -       116.011  (meters)     380.61   (feet)  ADJUSTED  
 KV1512  ___________________________________________________________________
 KV1512  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KV1512  DYNAMIC HT  -         115.956 (meters)     380.43  (feet)  COMP
 KV1512  MODELED GRAV-     980,148.6   (mgal)                       NAVD 88
 KV1512
 KV1512  VERT ORDER  -  FIRST     CLASS II
 KV1512
 KV1512.The horizontal coordinates were scaled from a topographic map and have
 KV1512.an estimated accuracy of +/- 6 seconds.
 KV1512
 KV1512.The orthometric height was determined by differential leveling
 KV1512.and adjusted by the National Geodetic Survey in June 1991..
 KV1512
 KV1512.The geoid height was determined by GEOID03.
 KV1512
 KV1512.The dynamic height is computed by dividing the NAVD 88
 KV1512.geopotential number by the normal gravity value computed on the
 KV1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1512.degrees latitude (g = 980.6199 gals.).
 KV1512
 KV1512.The modeled gravity was interpolated from observed gravity values.
 KV1512
 KV1512;                    North         East    Units  Estimated Accuracy
 KV1512;SPC NJ       -   203,400.      103,570.      MT  (+/- 180 meters Scaled)
 KV1512
 KV1512                          SUPERSEDED SURVEY CONTROL
 KV1512
 KV1512  NGVD 29 (??/??/??)  116.247  (m)          381.39   (f) ADJUSTED    1 2
 KV1512
 KV1512.Superseded values are not recommended for survey control.
 KV1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1512.See file dsdata.txt to determine how the superseded data were derived.
 KV1512
 KV1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL958014(NAD 83)
 KV1512_MARKER: DB = BENCH MARK DISK
 KV1512_SETTING: 66 = SET IN ROCK OUTCROP
 KV1512_SP_SET: ROCK OUTCROP
 KV1512_STAMPING: Y 15 1933
 KV1512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV1512+STABILITY: POSITION/ELEVATION WELL
 KV1512
 KV1512  HISTORY     - Date     Condition        Report By
 KV1512  HISTORY     - 1933     MONUMENTED       CGS
 KV1512  HISTORY     - 1955     MARK NOT FOUND   USGS
 KV1512  HISTORY     - 19970126 MARK NOT FOUND   USPSQD
 KV1512
 KV1512                          STATION DESCRIPTION
 KV1512
 KV1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KV1512'2 MI E FROM BLOOMSBURY.
 KV1512'2 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 KV1512'THE STATION AT BLOOMSBURY, HUNTERDON COUNTY, ABOUT 7 RAILS EAST
 KV1512'OF AUTOMATIC SIGNAL 62.1, 3-1/2 RAILS WEST OF THE CENTER OF A
 KV1512'ROAD CROSSING, IN THE CENTER OF A ROCK OUTCROP, ABOUT 12 YARDS
 KV1512'SOUTH OF THE SOUTH RAIL, AND ABOUT FLUSH WITH THE GROUND.
 KV1512
 KV1512                          STATION RECOVERY (1955)
 KV1512
 KV1512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KV1512'MARK NOT FOUND.
 KV1512
 KV1512                          STATION RECOVERY (1997)
 KV1512
 KV1512'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV1512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1231 ***********************************************************************
 KV1231  DESIGNATION -  Y 18
 KV1231  PID         -  KV1231
 KV1231  STATE/COUNTY-  NJ/MORRIS
 KV1231  USGS QUAD   -  DOVER (1981)
 KV1231
 KV1231                         *CURRENT SURVEY CONTROL
 KV1231  ___________________________________________________________________
 KV1231* NAD 83(1996)-  40 52 46.10466(N)    074 31 30.93983(W)     ADJUSTED  
 KV1231* NAVD 88     -       167.731  (meters)     550.30   (feet)  ADJUSTED  
 KV1231  ___________________________________________________________________
 KV1231  X           -   1,288,566.098 (meters)                     COMP
 KV1231  Y           -  -4,654,386.871 (meters)                     COMP
 KV1231  Z           -   4,152,400.724 (meters)                     COMP
 KV1231  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 KV1231  ELLIP HEIGHT-         135.05  (meters)          (10/23/02) GPS OBS
 KV1231  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KV1231  DYNAMIC HT  -         167.655 (meters)     550.05  (feet)  COMP
 KV1231  MODELED GRAV-     980,173.6   (mgal)                       NAVD 88
 KV1231
 KV1231  HORZ ORDER  -  FIRST
 KV1231  VERT ORDER  -  SECOND    CLASS 0
 KV1231  ELLP ORDER  -  FOURTH    CLASS I
 KV1231
 KV1231.The horizontal coordinates were established by GPS observations
 KV1231.and adjusted by the National Geodetic Survey in May 1999..
 KV1231
 KV1231.The orthometric height was determined by differential leveling
 KV1231.and adjusted by the National Geodetic Survey in June 1991..
 KV1231
 KV1231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1231
 KV1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1231
 KV1231.The ellipsoidal height was determined by GPS observations
 KV1231.and is referenced to NAD 83.
 KV1231
 KV1231.The geoid height was determined by GEOID03.
 KV1231
 KV1231.The dynamic height is computed by dividing the NAVD 88
 KV1231.geopotential number by the normal gravity value computed on the
 KV1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1231.degrees latitude (g = 980.6199 gals.).
 KV1231
 KV1231.The modeled gravity was interpolated from observed gravity values.
 KV1231
 KV1231;                    North         East     Units Scale Factor Converg.
 KV1231;SPC NJ       -   227,164.414   147,871.002   MT  0.99990006   -0 00 59.5
 KV1231;SPC NJ       -   745,288.58    485,140.11   sFT  0.99990006   -0 00 59.5
 KV1231;UTM  18      - 4,525,486.073   539,998.980   MT  0.99961969   +0 18 38.5
 KV1231
 KV1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1231!SPC NJ       -   0.99997882  x   0.99990006  =   0.99987888
 KV1231!UTM  18      -   0.99997882  x   0.99961969  =   0.99959851
 KV1231
 KV1231                          SUPERSEDED SURVEY CONTROL
 KV1231
 KV1231  ELLIP H (05/14/99)  135.06   (m)                       GP(       ) 4 1
 KV1231  NAD 83(1986)-  40 52 46.10342(N)    074 31 30.94085(W) AD(       ) 1
 KV1231  NAVD 88 (07/21/94)  167.73   (m)          550.3    (f) LEVELING    3  
 KV1231  NGVD 29 (??/??/??)  167.974  (m)          551.09   (f) ADJUSTED    2 0
 KV1231
 KV1231.Superseded values are not recommended for survey control.
 KV1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1231.See file dsdata.txt to determine how the superseded data were derived.
 KV1231
 KV1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3999925486(NAD 83)
 KV1231_MARKER: DB = BENCH MARK DISK
 KV1231_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KV1231_SP_SET: LARGE CULVERT WINGWALL
 KV1231_STAMPING: Y 18 1935
 KV1231_MARK LOGO: CGS   
 KV1231_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1231+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2001
 KV1231
 KV1231  HISTORY     - Date     Condition        Report By
 KV1231  HISTORY     - 1935     MONUMENTED       CGS
 KV1231  HISTORY     - 19931005 GOOD             NJGS
 KV1231  HISTORY     - 19960527 GOOD             USPSQD
 KV1231  HISTORY     - 20010725 GOOD             LOCENG
 KV1231
 KV1231                          STATION DESCRIPTION
 KV1231
 KV1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1231'4.9 MI E FROM CHESTER.
 KV1231'4.9 MILES EAST ALONG THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 KV1231'FROM THE CROSSING OF THE CENTRAL RAILROAD CO. OF NEW JERSEY
 KV1231'TRACK AT CHESTER, MORRIS COUNTY, 200 FEET WEST OF A BRANCH
 KV1231'TRACK LEADING TO ROCKAWAY, 50 FEET EAST OF A TROLLEY POLE, AND
 KV1231'IN THE TOP OF THE SOUTHEAST WINGWALL OF A CONCRETE CULVERT.
 KV1231'A STANDARD DISK, STAMPED Y 18 1935.  NOTE-- THE DELAWARE,
 KV1231'LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV1231'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV1231
 KV1231                          STATION RECOVERY (1993)
 KV1231
 KV1231'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 KV1231'THE STATION IS LOCATED IN THE TOWN OF DENVILLE IN MORRIS COUNTY ALONG
 KV1231'THE CONRAIL NEW JERSEY TRANSIT MAIN LINE TRACKS AND IS SET IN THE TOP
 KV1231'OF THE SOUTHEAST WINGWALL OF A LARGE CULVERT OVER DEN BROOK.  TO
 KV1231'REACH THE STATION FROM THE END OF THE EXIT RAMP FROM INTERSTATE
 KV1231'HIGHWAY 80 EASTBOUND ONTO U.S. HIGHWAY 46 EASTBOUND, GO WEST ON U.S.
 KV1231'HIGHWAY 46 FOR 1.4 MI (2.3 KM) TO FRANKLIN AVENUE ON THE LEFT.  TURN
 KV1231'LEFT AND GO 0.85 MI (1.37 KM) ON FRANKLIN AVENUE TO A TEE
 KV1231'INTERSECTION WITH PALMER ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.5 MI
 KV1231'(0.8 KM) TO THE MILLBROOK INDUSTRIAL PARK.  TURN RIGHT INTO THE PAVED
 KV1231'DRIVE AND GO TO THE REAR OF THE PARKING LOT.  PARK TRUCK AND PACK
 KV1231'NORTHEAST UP THE SLOPE FOR 30 M (98.4 FT) TO THE TRACKS, THEN EAST
 KV1231'FOR 73 M (239.5 FT) TO THE CULVERT AND THE STATION ON THE RIGHT.  THE
 KV1231'STATION IS 7.5 FT (2.3 M) SOUTH FROM THE SOUTH RAIL OF THE SOUTHERLY
 KV1231'TRACK, 56.0 FT (17.1 M) EAST FROM THE SOUTH LEG OF AN ELECTRIC BRIDGE
 KV1231'STRUCTURE, DIRECTLY WEST OF THE CULVERT.  THE SOUTH LEG IS PAINTED
 KV1231'WITH STATION 1922 + 92  ON THE INSIDE FACE.  THE STATION, A STANDARD
 KV1231'BENCHMARK DISK, STAMPED Y 18 1935, IS SET ABOUT 2.0 FT (0.6 M) BELOW
 KV1231'THE LEVEL OF THE TRACKS.
 KV1231
 KV1231                          STATION RECOVERY (1996)
 KV1231
 KV1231'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV1231'RECOVERED IN GOOD CONDITION.
 KV1231
 KV1231                          STATION RECOVERY (2001)
 KV1231
 KV1231'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (AB)
 KV1231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1211 ***********************************************************************
 KV1211  DESIGNATION -  Y 19
 KV1211  PID         -  KV1211
 KV1211  STATE/COUNTY-  NJ/WARREN
 KV1211  USGS QUAD   -  BLAIRSTOWN (1971)
 KV1211
 KV1211                         *CURRENT SURVEY CONTROL
 KV1211  ___________________________________________________________________
 KV1211* NAD 83(1986)-  40 57 48.     (N)    074 55 32.     (W)     SCALED    
 KV1211* NAVD 88     -       188.230  (meters)     617.55   (feet)  ADJUSTED  
 KV1211  ___________________________________________________________________
 KV1211  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KV1211  DYNAMIC HT  -         188.148 (meters)     617.28  (feet)  COMP
 KV1211  MODELED GRAV-     980,183.3   (mgal)                       NAVD 88
 KV1211
 KV1211  VERT ORDER  -  SECOND    CLASS 0
 KV1211
 KV1211.The horizontal coordinates were scaled from a topographic map and have
 KV1211.an estimated accuracy of +/- 6 seconds.
 KV1211
 KV1211.The orthometric height was determined by differential leveling
 KV1211.and adjusted by the National Geodetic Survey in June 1991..
 KV1211
 KV1211.The geoid height was determined by GEOID03.
 KV1211
 KV1211.The dynamic height is computed by dividing the NAVD 88
 KV1211.geopotential number by the normal gravity value computed on the
 KV1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1211.degrees latitude (g = 980.6199 gals.).
 KV1211
 KV1211.The modeled gravity was interpolated from observed gravity values.
 KV1211
 KV1211;                    North         East    Units  Estimated Accuracy
 KV1211;SPC NJ       -   236,560.      114,180.      MT  (+/- 180 meters Scaled)
 KV1211
 KV1211                          SUPERSEDED SURVEY CONTROL
 KV1211
 KV1211  NGVD 29 (??/??/??)  188.437  (m)          618.23   (f) ADJUSTED    2 0
 KV1211
 KV1211.Superseded values are not recommended for survey control.
 KV1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1211.See file dsdata.txt to determine how the superseded data were derived.
 KV1211
 KV1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL062346(NAD 83)
 KV1211_MARKER: DB = BENCH MARK DISK
 KV1211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1211_SP_SET: FOOTING
 KV1211_STAMPING: Y 19 1935
 KV1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1211
 KV1211  HISTORY     - Date     Condition        Report By
 KV1211  HISTORY     - 1935     MONUMENTED       CGS
 KV1211  HISTORY     - 1954     MARK NOT FOUND   USGS
 KV1211
 KV1211                          STATION DESCRIPTION
 KV1211
 KV1211'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KV1211'5.5 MI W FROM GREENDELL.
 KV1211'IN WARREN COUNTY, 5.5 MILES WEST ALONG THE DELAWARE, LACKAWANNA
 KV1211'AND WESTERN RAILROAD FROM THE STATION AT GREENDELL, SUSSEX
 KV1211'COUNTY, 1/2 MILE WEST OF MILEPOST 63, 500 FEET WEST OF A FLAG
 KV1211'STOP, 200 FEET WEST OF A CONCRETE HIGHWAY OVERPASS, AT A
 KV1211'SIGNAL STRING MAST LOW-BRIDGE WARNING, AND IN THE TOP OF THE
 KV1211'FOOTING.  A STANDARD DISK, STAMPED Y 19 1935.  NOTE-- THE
 KV1211'DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE
 KV1211'LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE
 KV1211'LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1013 ***********************************************************************
 KV1013  DESIGNATION -  Y 20 RESET
 KV1013  PID         -  KV1013
 KV1013  STATE/COUNTY-  NJ/BURLINGTON
 KV1013  USGS QUAD   -  COLUMBUS (1981)
 KV1013
 KV1013                         *CURRENT SURVEY CONTROL
 KV1013  ___________________________________________________________________
 KV1013* NAD 83(1986)-  40 01 09.     (N)    074 40 11.     (W)     SCALED    
 KV1013* NAVD 88     -        25.36   (meters)      83.2    (feet)  RESET     
 KV1013  ___________________________________________________________________
 KV1013  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KV1013
 KV1013  VERT ORDER  -  THIRD
 KV1013
 KV1013.The horizontal coordinates were scaled from a topographic map and have
 KV1013.an estimated accuracy of +/- 6 seconds.
 KV1013
 KV1013.The orthometric height was computed from unverified reset data.
 KV1013
 KV1013.The geoid height was determined by GEOID03.
 KV1013
 KV1013;                    North         East    Units  Estimated Accuracy
 KV1013;SPC NJ       -   131,660.      135,510.      MT  (+/- 180 meters Scaled)
 KV1013
 KV1013                          SUPERSEDED SURVEY CONTROL
 KV1013
 KV1013  NGVD 29 (??/??/??)   25.73   (m)           84.4    (f) RESET       3  
 KV1013
 KV1013.Superseded values are not recommended for survey control.
 KV1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1013.See file dsdata.txt to determine how the superseded data were derived.
 KV1013
 KV1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK281299(NAD 83)
 KV1013_MARKER: DD = SURVEY DISK
 KV1013_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1013_SP_SET: CULVERT HEADWALL
 KV1013_STAMPING: Y 20 RESET 1938
 KV1013_MARK LOGO: NJGS  
 KV1013_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1013+STABILITY: SURFACE MOTION
 KV1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1013+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1995
 KV1013
 KV1013  HISTORY     - Date     Condition        Report By
 KV1013  HISTORY     - 1938     MONUMENTED       NJGS
 KV1013  HISTORY     - 19950224 GOOD             NJGS
 KV1013
 KV1013                          STATION DESCRIPTION
 KV1013
 KV1013'DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1938
 KV1013'0.4 MI N FROM JULIUSTOWN.
 KV1013'0.45 MILE NORTH OF THE CROSSROADS IN JULIUSTOWN, BURLINGTON
 KV1013'COUNTY, ALONG THE ROAD TO JOBSTOWN, 0.15 MILE NORTH OF THE
 KV1013'DRIVEWAY TO WALKER-GORDON DAIRY FARM, SET IN THE EAST HEADWALL
 KV1013'OF THE MOST NORTHERLY OF TWO CONCRETE CULVERTS, 1 FOOT FROM THE
 KV1013'SOUTH END OF THE HEADWALL, AND 200 FEET NORTH OF THE SOUTHERLY
 KV1013'CULVERT.
 KV1013
 KV1013                          STATION RECOVERY (1995)
 KV1013
 KV1013'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 KV1013'THE STATION IS LOCATED IN SPRINGFIELD TOWNSHIP ON THE EAST SIDE OF
 KV1013'JULIUSTOWN-GEORGETOWN ROAD, COUNTY ROAD 663.  TO REACH THE STATION
 KV1013'FROM THE INTERSECTION OF U.S.  HIGHWAY 206 AND JULIUSTOWN ROAD, COUNTY
 KV1013'ROAD 669, GO SOUTHEAST ON COUNTY ROAD 669 FOR 2.0 MI (3.2 KM) TO THE
 KV1013'CROSSROADS INTERSECTION WITH ARNEYS MOUNT ROAD, COUNTY ROAD 668, AT
 KV1013'ARNEYS MOUNT, CONTINUE AHEAD ON COUNTY ROAD 669 FOR 1.55 MI (2.49 KM)
 KV1013'TO THE CROSSROADS INTERSECTION WITH JULIUSTOWN-GEORGETOWN ROAD, COUNTY
 KV1013'ROAD 663, AND JULIUSTOWN-PEMBERTOWN ROAD, COUNTY ROAD 616 IN
 KV1013'JULIUSTOWN.  TURN LEFT AND GO NORTHEAST ON COUNTY ROAD 663 FOR 0.45 MI
 KV1013'(0.72 KM) TO THE STATION ON THE RIGHT, SET FLUSH IN THE TOP OF THE
 KV1013'SOUTHEAST END OF THE EAST HEADWALL OF A CONCRETE CULVERT.  THE STATION
 KV1013'IS 18 FT (5.5 M) SOUTHEAST FROM THE CENTERLINE OF COUNTY ROAD 663, 114
 KV1013'FT (34.7 M) SOUTH FROM POLE NUMBER AC 119 SP, 72.3 FT (22.0 M)
 KV1013'SOUTHEAST FROM AN ATT UNDERGROUND CABLE MARKER NUMBER 641 3/4 AND 1.0
 KV1013'FT (0.3 M) NORTH FROM AN ORANGE CARSONITE WITNESS POST. THE DISK HAS
 KV1013'BEEN MARRED IN THE PAST AND THE STAMPING IS BARELY LEGIBLE, BUT IT IS
 KV1013'STILL INTACT IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0958 ***********************************************************************
 JU0958  DESIGNATION -  Y 21 RESET
 JU0958  PID         -  JU0958
 JU0958  STATE/COUNTY-  NJ/CUMBERLAND
 JU0958  USGS QUAD   -  MILLVILLE (1997)
 JU0958
 JU0958                         *CURRENT SURVEY CONTROL
 JU0958  ___________________________________________________________________
 JU0958* NAD 83(1986)-  39 29 25.     (N)    075 01 22.     (W)     SCALED    
 JU0958* NAVD 88     -        31.86   (+/-2cm)     104.5    (feet)  VERTCON   
 JU0958  ___________________________________________________________________
 JU0958  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JU0958
 JU0958  VERT ORDER  -  THIRD (See Below)
 JU0958
 JU0958.The horizontal coordinates were scaled from a topographic map and have
 JU0958.an estimated accuracy of +/- 6 seconds.
 JU0958
 JU0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU0958.The vertical order pertains to the NGVD 29 superseded value.
 JU0958
 JU0958.The geoid height was determined by GEOID03.
 JU0958
 JU0958;                    North         East    Units  Estimated Accuracy
 JU0958;SPC NJ       -    73,060.      105,030.      MT  (+/- 180 meters Scaled)
 JU0958
 JU0958                          SUPERSEDED SURVEY CONTROL
 JU0958
 JU0958  NGVD 29 (??/??/??)   32.22   (m)          105.7    (f) RESET       3  
 JU0958
 JU0958.Superseded values are not recommended for survey control.
 JU0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0958.See file dsdata.txt to determine how the superseded data were derived.
 JU0958
 JU0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ980711(NAD 83)
 JU0958_MARKER: DB = BENCH MARK DISK
 JU0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0958_STAMPING: Y 21 RESET 1967
 JU0958_MARK LOGO: CGS   
 JU0958_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0958+STABILITY: SURFACE MOTION
 JU0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0958+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 JU0958
 JU0958  HISTORY     - Date     Condition        Report By
 JU0958  HISTORY     - 1967     MONUMENTED       CGS
 JU0958  HISTORY     - 19950613 GOOD             NJGS
 JU0958  HISTORY     - 20060112 GOOD             AASCO
 JU0958
 JU0958                          STATION DESCRIPTION
 JU0958
 JU0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JU0958'AT VINELAND.
 JU0958'IN THE SOUTHWEST ANGLE OF 6TH AND PEACH STREETS, ON RIGHT OF
 JU0958'WAY OF THE CENTRAL RAILROAD OF NEW JERSEY, 109 FEET WEST OF THE
 JU0958'INTERSECTION, 44 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 JU0958'MAIN TRACK, 33 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 JU0958'SASDELLI OIL COMPANY OFFICE, 3 FEET NORTHWEST OF UTILITY POLE
 JU0958'NUMBER 897, 2.5 FEET NORTHEAST OF METAL RAILROAD CROSSING SIGN
 JU0958'AND 2 FEET SOUTH OF THE SOUTH CURB OF PEACH STREET.  A STANDARD
 JU0958'DISK SET FLUSH IN A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER
 JU0958'AND PROJECTING ABOUT 4 INCHES.
 JU0958
 JU0958                          STATION RECOVERY (1995)
 JU0958
 JU0958'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 JU0958'THE STATION IS LOCATED IN THE CITY OF VINELAND, ON THE SOUTHWEST
 JU0958'CORNER OF THE JUNCTION OF NORTH SIXTH AND PEACH STREETS.  TO REACH THE
 JU0958'STATION FROM THE JUNCTION OF DELSEA DRIVE, STATE ROUTE 47 AND WEST
 JU0958'PARK AVENUE, GO 1.0 MI (1.6 KM) WEST ON WEST PARK AVENUE TO THE
 JU0958'JUNCTION WITH SIXTH STREET.  TURN RIGHT AND GO 0.1 MI (0.2 KM) SOUTH
 JU0958'TO THE JUNCTION WITH PEACH STREET AND THE RAILROAD GRADE CROSSING. THE
 JU0958'STATION IS 110.8 FT (33.8 M) SOUTHWEST OF THE CENTER OF A MANHOLE IN
 JU0958'THE CENTERLINE INTERSECTION OF PEACH AND NORTH SIXTH STREETS, 44.4 FT
 JU0958'(13.5 M) NORTHWEST OF THE NORTHWEST RAIL OF THE MAINLINE RAILROAD
 JU0958'TRACK, 2.0 FT (0.6 M) NORTHWEST OF POLE NUMBER VE 6390, 2.0 FT (0.6 M)
 JU0958'NORTHEAST OF A METAL RAILROAD GRADE CROSSING WARNING SIGN, 14.5 FT
 JU0958'(4.4 M) WEST OF THE CENTER OF A INLET, 33.0 FT (10.1 M) NORTHEAST OF
 JU0958'THE NORTHEAST CORNER OF A ONE STORY STUCCO OFFICE BUILDING FOR THE
 JU0958'SASDELLI OIL COMPANY, 2.5 FT (0.8 M) SOUTH OF THE SOUTH CURBLINE OF
 JU0958'PEACH STREET AND FLUSH WITH THE GROUND.
 JU0958
 JU0958                          STATION RECOVERY (2006)
 JU0958
 JU0958'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 JU0958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1583 ***********************************************************************
 KV1583  DESIGNATION -  Y 22
 KV1583  PID         -  KV1583
 KV1583  STATE/COUNTY-  NJ/WARREN
 KV1583  USGS QUAD   -  EASTON (1994)
 KV1583
 KV1583                         *CURRENT SURVEY CONTROL
 KV1583  ___________________________________________________________________
 KV1583* NAD 83(1986)-  40 44 49.     (N)    075 08 14.     (W)     SCALED    
 KV1583* NAVD 88     -       146.668  (meters)     481.19   (feet)  ADJUSTED  
 KV1583  ___________________________________________________________________
 KV1583  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KV1583  DYNAMIC HT  -         146.600 (meters)     480.97  (feet)  COMP
 KV1583  MODELED GRAV-     980,158.4   (mgal)                       NAVD 88
 KV1583
 KV1583  VERT ORDER  -  SECOND    CLASS 0
 KV1583
 KV1583.The horizontal coordinates were scaled from a topographic map and have
 KV1583.an estimated accuracy of +/- 6 seconds.
 KV1583
 KV1583.The orthometric height was determined by differential leveling
 KV1583.and adjusted by the National Geodetic Survey in June 1991..
 KV1583
 KV1583.The geoid height was determined by GEOID03.
 KV1583
 KV1583.The dynamic height is computed by dividing the NAVD 88
 KV1583.geopotential number by the normal gravity value computed on the
 KV1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1583.degrees latitude (g = 980.6199 gals.).
 KV1583
 KV1583.The modeled gravity was interpolated from observed gravity values.
 KV1583
 KV1583;                    North         East    Units  Estimated Accuracy
 KV1583;SPC NJ       -   212,640.       96,190.      MT  (+/- 180 meters Scaled)
 KV1583
 KV1583                          SUPERSEDED SURVEY CONTROL
 KV1583
 KV1583  NGVD 29 (??/??/??)  146.887  (m)          481.91   (f) ADJUSTED    2 0
 KV1583
 KV1583.Superseded values are not recommended for survey control.
 KV1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1583.See file dsdata.txt to determine how the superseded data were derived.
 KV1583
 KV1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL884106(NAD 83)
 KV1583_MARKER: DB = BENCH MARK DISK
 KV1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1583_STAMPING: Y 22 1942
 KV1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1583+STABILITY: SURFACE MOTION
 KV1583
 KV1583  HISTORY     - Date     Condition        Report By
 KV1583  HISTORY     - 1942     MONUMENTED       CGS
 KV1583
 KV1583                          STATION DESCRIPTION
 KV1583
 KV1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1583'0.4 MI N FROM HARMONY.
 KV1583'THIS MARK IS ABOUT 0.35 MILE NORTH ALONG HIGHWAY 543 FROM THE
 KV1583'HIGH SCHOOL AT HARMONY, WARREN COUNTY, 38.4 FEET EAST OF THE CENTER
 KV1583'LINE OF THE HIGHWAY, 78.4 FEET NORTH OF THE NORTH CORNER OF A 2
 KV1583'STORY WHITE HOUSE, 66.0 FEET WEST OF THE NORTHWEST CORNER OF A
 KV1583'WHITE GARAGE, 14.0 FEET NORTHEAST OF A CHERRY TREE, ABOUT 4
 KV1583'FEET HIGHER THAN THE HIGHWAY, A STANDARD DISK SET IN THE TOP
 KV1583'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1584 ***********************************************************************
 KV1584  DESIGNATION -  Y 22 RESET 1956
 KV1584  PID         -  KV1584
 KV1584  STATE/COUNTY-  NJ/WARREN
 KV1584  USGS QUAD   -  EASTON (1994)
 KV1584
 KV1584                         *CURRENT SURVEY CONTROL
 KV1584  ___________________________________________________________________
 KV1584* NAD 83(1986)-  40 44 49.     (N)    075 08 14.     (W)     SCALED    
 KV1584* NAVD 88     -       146.43   (meters)     480.4    (feet)  RESET     
 KV1584  ___________________________________________________________________
 KV1584  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KV1584
 KV1584  VERT ORDER  -  THIRD
 KV1584
 KV1584.The horizontal coordinates were scaled from a topographic map and have
 KV1584.an estimated accuracy of +/- 6 seconds.
 KV1584
 KV1584.The orthometric height was computed from unverified reset data.
 KV1584
 KV1584.The geoid height was determined by GEOID03.
 KV1584
 KV1584;                    North         East    Units  Estimated Accuracy
 KV1584;SPC NJ       -   212,640.       96,190.      MT  (+/- 180 meters Scaled)
 KV1584
 KV1584                          SUPERSEDED SURVEY CONTROL
 KV1584
 KV1584  NGVD 29 (??/??/??)  146.65   (m)          481.1    (f) RESET       3  
 KV1584
 KV1584.Superseded values are not recommended for survey control.
 KV1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1584.See file dsdata.txt to determine how the superseded data were derived.
 KV1584
 KV1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL884106(NAD 83)
 KV1584_MARKER: DB = BENCH MARK DISK
 KV1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1584_STAMPING: Y 22 1942 RESET 1956
 KV1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1584+STABILITY: SURFACE MOTION
 KV1584
 KV1584  HISTORY     - Date     Condition        Report By
 KV1584  HISTORY     - 1956     MONUMENTED       CGS
 KV1584
 KV1584                          STATION DESCRIPTION
 KV1584
 KV1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1584'0.3 MI N FROM HARMONY.
 KV1584'0.3 MILE NORTH ALONG COUNTY ROAD NO. 519 FROM THE HARMONY GRAMMAR
 KV1584'SCHOOL AT HARMONY, AT THE T JUNCTION OF AN ASPHALT ROAD LEADING
 KV1584'NORTHWEST, 71.3 FEET NORTHWEST OF THE CENTER LINE OF COUNTY ROAD
 KV1584'NO. 519, 16 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ASPHALT
 KV1584'ROAD LEADING NORTHWEST, 7 1/2 FEET SOUTHEAST OF POWER POLE LINE
 KV1584'POLE NO. 50 AMP NJP AND LC HY 40, 2.7 FEET NORTHEAST OF A WIRE
 KV1584'FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 KV1584'LEVEL WITH THE ASPHALT ROAD LEADING NORTHWEST AND SET IN THE TOP
 KV1584'OF A CONCRETE POST PROJECTING 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1322 ***********************************************************************
 KV1322  DESIGNATION -  Y 23
 KV1322  PID         -  KV1322
 KV1322  STATE/COUNTY-  NJ/HUNTERDON
 KV1322  USGS QUAD   -  CALIFON (1970)
 KV1322
 KV1322                         *CURRENT SURVEY CONTROL
 KV1322  ___________________________________________________________________
 KV1322* NAD 83(1986)-  40 42 23.     (N)    074 51 33.     (W)     SCALED    
 KV1322* NAVD 88     -       143.835  (meters)     471.90   (feet)  ADJUSTED  
 KV1322  ___________________________________________________________________
 KV1322  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KV1322  DYNAMIC HT  -         143.768 (meters)     471.68  (feet)  COMP
 KV1322  MODELED GRAV-     980,154.0   (mgal)                       NAVD 88
 KV1322
 KV1322  VERT ORDER  -  SECOND    CLASS 0
 KV1322
 KV1322.The horizontal coordinates were scaled from a topographic map and have
 KV1322.an estimated accuracy of +/- 6 seconds.
 KV1322
 KV1322.The orthometric height was determined by differential leveling
 KV1322.and adjusted by the National Geodetic Survey in June 1991..
 KV1322
 KV1322.The geoid height was determined by GEOID03.
 KV1322
 KV1322.The dynamic height is computed by dividing the NAVD 88
 KV1322.geopotential number by the normal gravity value computed on the
 KV1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1322.degrees latitude (g = 980.6199 gals.).
 KV1322
 KV1322.The modeled gravity was interpolated from observed gravity values.
 KV1322
 KV1322;                    North         East    Units  Estimated Accuracy
 KV1322;SPC NJ       -   208,010.      119,650.      MT  (+/- 180 meters Scaled)
 KV1322
 KV1322                          SUPERSEDED SURVEY CONTROL
 KV1322
 KV1322  NGVD 29 (??/??/??)  144.066  (m)          472.66   (f) ADJUSTED    2 0
 KV1322
 KV1322.Superseded values are not recommended for survey control.
 KV1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1322.See file dsdata.txt to determine how the superseded data were derived.
 KV1322
 KV1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL118061(NAD 83)
 KV1322_MARKER: DB = BENCH MARK DISK
 KV1322_SETTING: 80 = SET IN A BOULDER
 KV1322_SP_SET: BOULDER
 KV1322_STAMPING: Y 23 1942
 KV1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1322+STABILITY: SURFACE MOTION
 KV1322
 KV1322  HISTORY     - Date     Condition        Report By
 KV1322  HISTORY     - 1942     MONUMENTED       CGS
 KV1322  HISTORY     - 1954     MARK NOT FOUND   USGS
 KV1322  HISTORY     - 20010331 POOR             NGS
 KV1322
 KV1322                          STATION DESCRIPTION
 KV1322
 KV1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1322'0.2 MI NE FROM HOFFMANS.
 KV1322'0.2 MILE NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 KV1322'THE CROSSING AT HOFFMANS, HUNTERDON COUNTY, 3 RAILS SOUTHWEST
 KV1322'OF MILEPOST 4, 75.6 FEET SOUTHEAST OF A POLE, 73.9 FEET SOUTH OF
 KV1322'ANOTHER POLE 20.6 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 KV1322'ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A BOULDER.
 KV1322
 KV1322                          STATION RECOVERY (1954)
 KV1322
 KV1322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KV1322'MARK NOT FOUND.
 KV1322
 KV1322                          STATION RECOVERY (2001)
 KV1322
 KV1322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1322'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1304 ***********************************************************************
 KV1304  DESIGNATION -  Y 24
 KV1304  PID         -  KV1304
 KV1304  STATE/COUNTY-  NJ/MORRIS
 KV1304  USGS QUAD   -  GLADSTONE (1995)
 KV1304
 KV1304                         *CURRENT SURVEY CONTROL
 KV1304  ___________________________________________________________________
 KV1304* NAD 83(1986)-  40 44 12.     (N)    074 41 30.     (W)     SCALED    
 KV1304* NAVD 88     -       131.910  (meters)     432.77   (feet)  ADJUSTED  
 KV1304  ___________________________________________________________________
 KV1304  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KV1304  DYNAMIC HT  -         131.850 (meters)     432.58  (feet)  COMP
 KV1304  MODELED GRAV-     980,169.0   (mgal)                       NAVD 88
 KV1304
 KV1304  VERT ORDER  -  SECOND    CLASS 0
 KV1304
 KV1304.The horizontal coordinates were scaled from a topographic map and have
 KV1304.an estimated accuracy of +/- 6 seconds.
 KV1304
 KV1304.The orthometric height was determined by differential leveling
 KV1304.and adjusted by the National Geodetic Survey in June 1991..
 KV1304
 KV1304.The geoid height was determined by GEOID03.
 KV1304
 KV1304.The dynamic height is computed by dividing the NAVD 88
 KV1304.geopotential number by the normal gravity value computed on the
 KV1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1304.degrees latitude (g = 980.6199 gals.).
 KV1304
 KV1304.The modeled gravity was interpolated from observed gravity values.
 KV1304
 KV1304;                    North         East    Units  Estimated Accuracy
 KV1304;SPC NJ       -   211,330.      133,810.      MT  (+/- 180 meters Scaled)
 KV1304
 KV1304                          SUPERSEDED SURVEY CONTROL
 KV1304
 KV1304  NGVD 29 (??/??/??)  132.150  (m)          433.56   (f) ADJUSTED    2 0
 KV1304
 KV1304.Superseded values are not recommended for survey control.
 KV1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1304.See file dsdata.txt to determine how the superseded data were derived.
 KV1304
 KV1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL260095(NAD 83)
 KV1304_MARKER: DB = BENCH MARK DISK
 KV1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1304_STAMPING: Y 24 1942
 KV1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1304+STABILITY: SURFACE MOTION
 KV1304
 KV1304  HISTORY     - Date     Condition        Report By
 KV1304  HISTORY     - 1942     MONUMENTED       CGS
 KV1304  HISTORY     - 1950     GOOD             CGS
 KV1304  HISTORY     - 1985     GOOD             USPSQD
 KV1304  HISTORY     - 20021130 GOOD             USPSQD
 KV1304
 KV1304                          STATION DESCRIPTION
 KV1304
 KV1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KV1304'3.4 MI S FROM CHESTER.
 KV1304'3.4 MILES SOUTH ALONG STATE HIGHWAY 31 FROM THE INTERSECTION OF
 KV1304'STATE HIGHWAY 24 AT CHESTER, MORRIS COUNTY, 350 FEET SOUTHEAST
 KV1304'OF A 2-STORY WHITE HOUSE, 33.9 FEET WEST OF THE CENTERLINE OF
 KV1304'THE HIGHWAY, 2 FEET SOUTH OF A POLE, AND ABOUT LEVEL WITH THE
 KV1304'HIGHWAY.
 KV1304
 KV1304                          STATION RECOVERY (1985)
 KV1304
 KV1304'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV1304'3.4 MILES SOUTH ALONG U.S. HWY. 206 (FORMERLY STATE HWY. 31) FROM THE
 KV1304'INTERSECTION OF STATE HWY. 24 AT CHESTER. THE MARK IS LOCATED AT
 KV1304'GROUND LEVEL 6 FEET SOUTH OF POLE BT-304-CP, AND 72 PACES NORTH OF
 KV1304'MILE POST 84.
 KV1304
 KV1304                          STATION RECOVERY (2002)
 KV1304
 KV1304'RECOVERY NOTE BY US POWER SQUADRON 2002 (MS)
 KV1304'RECOVERED IN GOOD CONDITION BUT MARKING ON THE TELEPHONE MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0539 ***********************************************************************
 KV0539  DESIGNATION -  Y 26
 KV0539  PID         -  KV0539
 KV0539  STATE/COUNTY-  NJ/MIDDLESEX
 KV0539  USGS QUAD   -  PERTH AMBOY (1981)
 KV0539
 KV0539                         *CURRENT SURVEY CONTROL
 KV0539  ___________________________________________________________________
 KV0539* NAD 83(1986)-  40 32 01.     (N)    074 20 47.     (W)     SCALED    
 KV0539* NAVD 88     -        28.129  (meters)      92.29   (feet)  ADJUSTED  
 KV0539  ___________________________________________________________________
 KV0539  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KV0539  DYNAMIC HT  -          28.117 (meters)      92.25  (feet)  COMP
 KV0539  MODELED GRAV-     980,205.0   (mgal)                       NAVD 88
 KV0539
 KV0539  VERT ORDER  -  FIRST     CLASS I
 KV0539
 KV0539.The horizontal coordinates were scaled from a topographic map and have
 KV0539.an estimated accuracy of +/- 6 seconds.
 KV0539
 KV0539.The orthometric height was determined by differential leveling
 KV0539.and adjusted by the National Geodetic Survey in June 1991..
 KV0539
 KV0539.The geoid height was determined by GEOID03.
 KV0539
 KV0539.The dynamic height is computed by dividing the NAVD 88
 KV0539.geopotential number by the normal gravity value computed on the
 KV0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0539.degrees latitude (g = 980.6199 gals.).
 KV0539
 KV0539.The modeled gravity was interpolated from observed gravity values.
 KV0539
 KV0539;                    North         East    Units  Estimated Accuracy
 KV0539;SPC NJ       -   188,770.      163,010.      MT  (+/- 180 meters Scaled)
 KV0539
 KV0539                          SUPERSEDED SURVEY CONTROL
 KV0539
 KV0539  NGVD 29 (04/16/92)   28.425  (m)           93.26   (f) ADJUSTED    1 1
 KV0539
 KV0539.Superseded values are not recommended for survey control.
 KV0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0539.See file dsdata.txt to determine how the superseded data were derived.
 KV0539
 KV0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK553871(NAD 83)
 KV0539_MARKER: DB = BENCH MARK DISK
 KV0539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0539_SP_SET: PIER BASE
 KV0539_STAMPING: Y 26 1942
 KV0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0539+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2005
 KV0539
 KV0539  HISTORY     - Date     Condition        Report By
 KV0539  HISTORY     - 1942     MONUMENTED       CGS
 KV0539  HISTORY     - 1964     GOOD             CGS
 KV0539  HISTORY     - 1978     GOOD             NGS
 KV0539  HISTORY     - 1985     GOOD             LOCSUR
 KV0539  HISTORY     - 20051221 GOOD             GEOCAC
 KV0539
 KV0539                          STATION DESCRIPTION
 KV0539
 KV0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0539'1.7 MI W FROM FORDS.
 KV0539'0.15 MILE SOUTH ALONG KING GEORGE ROAD FROM THE INTERSECTION OF
 KV0539'AMBOY AVENUE AT FORDS, THENCE ABOUT 1.55 MILES WEST ALONG THE
 KV0539'LEHIGH VALLEY RAILROAD, AT THE OVERPASS OF THE RAILROAD OVER U.S.
 KV0539'HIGHWAY 1, 22.0 FEET NORTH OF THE NORTH RAIL, IN TOP OF THE EAST
 KV0539'END OF THE CONCRETE BASE FOR THE FIRST PIER NORTH OF THE TRACK,
 KV0539'2.8 FEET EAST OF THE EAST FACE OF PIER, 2.1 FEET WEST OF THE EAST
 KV0539'END OF THE CONCRETE BASE OF PIER AND ABOUT 5 FEET ABOVE THE LEVEL
 KV0539'OF THE TRACK.
 KV0539
 KV0539                          STATION RECOVERY (1978)
 KV0539
 KV0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0539'RECOVERED IN GOOD CONDITION.
 KV0539
 KV0539                          STATION RECOVERY (1985)
 KV0539
 KV0539'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 KV0539'RECOVERED IN GOOD CONDITION.
 KV0539
 KV0539                          STATION RECOVERY (2005)
 KV0539
 KV0539'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 KV0539'THE STATION IS LOCATED AT THE SUPPORTING PIERS FOR THE US HIGHWAY 1
 KV0539'OVERPASS OVER AN ABANDONED RAILROAD LINE IN EDISON, NJ, ABOUT 400
 KV0539'YARDS SOUTHWEST OF THE US HIGHWAY 1 OVERPASS OVER AMBOY AVENUE AND
 KV0539'ABOUT 0.53 MILES NORTHEAST OF THE INTERSTATE HIGHWAY OVERPASS OVER US
 KV0539'HIGHWAY 1.  THE RAIL LINE IS ABANDONED AND THE TRACKS HAVE BEEN
 KV0539'REMOVED, OTHERWISE AS PREVIOUSLY DESCRIBED. HANDHELD COORDINATES ARE
 KV0539'N40-32-00.78 W074-20-48.78.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1356 ***********************************************************************
 KV1356  DESIGNATION -  Y 27
 KV1356  PID         -  KV1356
 KV1356  STATE/COUNTY-  NJ/HUNTERDON
 KV1356  USGS QUAD   -  PITTSTOWN (1970)
 KV1356
 KV1356                         *CURRENT SURVEY CONTROL
 KV1356  ___________________________________________________________________
 KV1356* NAD 83(1986)-  40 36 28.     (N)    074 59 06.     (W)     SCALED    
 KV1356* NAVD 88     -       207.645  (meters)     681.25   (feet)  ADJUSTED  
 KV1356  ___________________________________________________________________
 KV1356  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KV1356  DYNAMIC HT  -         207.544 (meters)     680.92  (feet)  COMP
 KV1356  MODELED GRAV-     980,136.2   (mgal)                       NAVD 88
 KV1356
 KV1356  VERT ORDER  -  SECOND    CLASS 0
 KV1356
 KV1356.The horizontal coordinates were scaled from a topographic map and have
 KV1356.an estimated accuracy of +/- 6 seconds.
 KV1356
 KV1356.The orthometric height was determined by differential leveling
 KV1356.and adjusted by the National Geodetic Survey in June 1991..
 KV1356
 KV1356.The geoid height was determined by GEOID03.
 KV1356
 KV1356.The dynamic height is computed by dividing the NAVD 88
 KV1356.geopotential number by the normal gravity value computed on the
 KV1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1356.degrees latitude (g = 980.6199 gals.).
 KV1356
 KV1356.The modeled gravity was interpolated from observed gravity values.
 KV1356
 KV1356;                    North         East    Units  Estimated Accuracy
 KV1356;SPC NJ       -   197,110.      108,960.      MT  (+/- 180 meters Scaled)
 KV1356
 KV1356                          SUPERSEDED SURVEY CONTROL
 KV1356
 KV1356  NGVD 29 (??/??/??)  207.884  (m)          682.03   (f) ADJUSTED    2 0
 KV1356
 KV1356.Superseded values are not recommended for survey control.
 KV1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1356.See file dsdata.txt to determine how the superseded data were derived.
 KV1356
 KV1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK012952(NAD 83)
 KV1356_MARKER: DB = BENCH MARK DISK
 KV1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1356_STAMPING: Y 27 1942
 KV1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1356+STABILITY: SURFACE MOTION
 KV1356
 KV1356  HISTORY     - Date     Condition        Report By
 KV1356  HISTORY     - 1942     MONUMENTED       CGS
 KV1356
 KV1356                          STATION DESCRIPTION
 KV1356
 KV1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1356'2.4 MI NW FROM PITTSTOWN.
 KV1356'2.4 MILES NORTHWEST ALONG A TAR ROAD FROM THE JUNCTION OF STATE
 KV1356'HIGHWAY 507, AT PITTSTOWN, HUNTERDON COUNTY, AT A PRIVATE ROAD
 KV1356'LEADING SOUTHWEST THROUGH AN IRON GATE AND CONCRETE GATEPOSTS,
 KV1356'OPPOSITE THE R.H. JOHNSON MAIL BOX, 20 FEET SOUTHWEST OF THE
 KV1356'CENTERLINE OF THE ROAD, 6 FEET SOUTH FO THE SOUTHEAST GATEPOST,
 KV1356'AND 1 1/2 FEET NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1191 ***********************************************************************
 KV1191  DESIGNATION -  Y 28
 KV1191  PID         -  KV1191
 KV1191  STATE/COUNTY-  NJ/HUNTERDON
 KV1191  USGS QUAD   -  FLEMINGTON (1977)
 KV1191
 KV1191                         *CURRENT SURVEY CONTROL
 KV1191  ___________________________________________________________________
 KV1191* NAD 83(1986)-  40 36 56.     (N)    074 46 15.     (W)     SCALED    
 KV1191* NAVD 88     -        55.374  (meters)     181.67   (feet)  ADJUSTED  
 KV1191  ___________________________________________________________________
 KV1191  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 KV1191  DYNAMIC HT  -          55.349 (meters)     181.59  (feet)  COMP
 KV1191  MODELED GRAV-     980,176.1   (mgal)                       NAVD 88
 KV1191  OBS GRAVITY -     980,173.0   (mgal)                       GRAV_OBS
 KV1191
 KV1191  VERT ORDER  -  FIRST     CLASS II
 KV1191
 KV1191.The horizontal coordinates were scaled from a topographic map and have
 KV1191.an estimated accuracy of +/- 6 seconds.
 KV1191
 KV1191.The orthometric height was determined by differential leveling
 KV1191.and adjusted by the National Geodetic Survey in June 1991..
 KV1191
 KV1191.The geoid height was determined by GEOID03.
 KV1191
 KV1191.The dynamic height is computed by dividing the NAVD 88
 KV1191.geopotential number by the normal gravity value computed on the
 KV1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1191.degrees latitude (g = 980.6199 gals.).
 KV1191
 KV1191.The modeled gravity was interpolated from observed gravity values.
 KV1191.The observed gravity was obtained from relative gravimeter ties
 KV1191.to the IGSN71 gravity network.
 KV1191
 KV1191;                    North         East    Units  Estimated Accuracy
 KV1191;SPC NJ       -   197,890.      127,080.      MT  (+/- 180 meters Scaled)
 KV1191
 KV1191                          SUPERSEDED SURVEY CONTROL
 KV1191
 KV1191  NGVD 29 (01/10/92)   55.625  (m)          182.50   (f) ADJUSTED    1 2
 KV1191
 KV1191.Superseded values are not recommended for survey control.
 KV1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1191.See file dsdata.txt to determine how the superseded data were derived.
 KV1191
 KV1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK193961(NAD 83)
 KV1191_MARKER: DB = BENCH MARK DISK
 KV1191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1191_SP_SET: STATION
 KV1191_STAMPING: Y 28 1942
 KV1191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1191
 KV1191  HISTORY     - Date     Condition        Report By
 KV1191  HISTORY     - 1942     MONUMENTED       CGS
 KV1191  HISTORY     - 1968     GOOD             CGS
 KV1191  HISTORY     - 1978     GOOD             NGS
 KV1191  HISTORY     - 19950909 GOOD             USPSQD
 KV1191  HISTORY     - 20031122 GOOD             USPSQD
 KV1191
 KV1191                          STATION DESCRIPTION
 KV1191
 KV1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1191'AT WHITE HOUSE STA.
 KV1191'AT WHITE HOUSE, HUNTERDON COUNTY, AT THE CENTRAL RAILROAD OF
 KV1191'NEW JERSEY STATION, IN THE WEST END OF THE NORTH FACE OF THE
 KV1191'STATION, 4 FEET WEST OF THE BAGGAGE-ROOM DOORS, AND ABOUT 4
 KV1191'FEET HIGHER THAN THE TRACK.
 KV1191
 KV1191                          STATION RECOVERY (1968)
 KV1191
 KV1191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KV1191'RECOVERED IN GOOD CONDITION.
 KV1191
 KV1191                          STATION RECOVERY (1978)
 KV1191
 KV1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1191'RECOVERED IN GOOD CONDITION.
 KV1191
 KV1191                          STATION RECOVERY (1995)
 KV1191
 KV1191'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1191'RECOVERED IN GOOD CONDITION.
 KV1191
 KV1191                          STATION RECOVERY (2003)
 KV1191
 KV1191'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 KV1191'BUILDING ALSO HOUSES THE READINGTON LIBRARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0518 ***********************************************************************
 JU0518  DESIGNATION -  Y 3 RESET
 JU0518  PID         -  JU0518
 JU0518  STATE/COUNTY-  NJ/ATLANTIC
 JU0518  USGS QUAD   -  GREEN BANK (1997)
 JU0518
 JU0518                         *CURRENT SURVEY CONTROL
 JU0518  ___________________________________________________________________
 JU0518* NAD 83(1996)-  39 30 04.03153(N)    074 36 41.77538(W)     ADJUSTED  
 JU0518* NAVD 88     -        17.78   (meters)      58.3    (feet)  LEVELING  
 JU0518  ___________________________________________________________________
 JU0518  X           -   1,307,728.664 (meters)                     COMP
 JU0518  Y           -  -4,751,437.518 (meters)                     COMP
 JU0518  Z           -   4,035,389.331 (meters)                     COMP
 JU0518  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 JU0518  ELLIP HEIGHT-         -15.92  (meters)          (10/23/02) GPS OBS
 JU0518  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JU0518
 JU0518  HORZ ORDER  -  FIRST
 JU0518  VERT ORDER  -  THIRD ?
 JU0518  ELLP ORDER  -  FOURTH    CLASS I
 JU0518
 JU0518.The horizontal coordinates were established by GPS observations
 JU0518.and adjusted by the National Geodetic Survey in May 1999..
 JU0518
 JU0518.The orthometric height was determined by differential leveling.
 JU0518.The vertical network tie was performed by a horz. field party for horz.
 JU0518.obs reductions. Reset procedures were used to establish the elevation.
 JU0518
 JU0518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0518
 JU0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0518
 JU0518.The ellipsoidal height was determined by GPS observations
 JU0518.and is referenced to NAD 83.
 JU0518
 JU0518.The geoid height was determined by GEOID03.
 JU0518
 JU0518;                    North         East     Units Scale Factor Converg.
 JU0518;SPC NJ       -    74,135.310   140,401.648   MT  0.99990113   -0 04 15.6
 JU0518;SPC NJ       -   243,225.60    460,634.41   sFT  0.99990113   -0 04 15.6
 JU0518;UTM  18      - 4,372,460.787   533,393.395   MT  0.99961373   +0 14 49.4
 JU0518
 JU0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0518!SPC NJ       -   1.00000250  x   0.99990113  =   0.99990363
 JU0518!UTM  18      -   1.00000250  x   0.99961373  =   0.99961623
 JU0518
 JU0518                          SUPERSEDED SURVEY CONTROL
 JU0518
 JU0518  ELLIP H (05/14/99)  -15.89   (m)                       GP(       ) 4 1
 JU0518  NAD 83(1992)-  39 30 04.02210(N)    074 36 41.77510(W) AD(       ) 1
 JU0518  NGVD 29 (??/??/??)   18.18   (m)           59.6    (f) RESET       3  
 JU0518
 JU0518.Superseded values are not recommended for survey control.
 JU0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0518.See file dsdata.txt to determine how the superseded data were derived.
 JU0518
 JU0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ3339372461(NAD 83)
 JU0518_MARKER: DB = BENCH MARK DISK
 JU0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0518_SP_SET: CONCRETE POST
 JU0518_STAMPING: Y 3 RESET 1934
 JU0518_MARK LOGO: NJGS  
 JU0518_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0518+STABILITY: SURFACE MOTION
 JU0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0518+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1993
 JU0518
 JU0518  HISTORY     - Date     Condition        Report By
 JU0518  HISTORY     - 1934     MONUMENTED       NJGS
 JU0518  HISTORY     - 1963     MARK NOT FOUND   CGS
 JU0518  HISTORY     - 19930607 GOOD             NJGS
 JU0518
 JU0518                          STATION DESCRIPTION
 JU0518
 JU0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0518'AT GERMANIA.
 JU0518'AT GERMANIA, ATLANTIC COUNTY, ON THE PENNSYLVANIA-READING SEASHORE
 JU0518'LINES, NEAR THE CROSSING OF THE PORT REPUBLIC-MAYS LANDING
 JU0518'HIGHWAY, 51 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JU0518'AND 16.5 FEET NORTHEAST OF THE NORTHEAST RAIL.  A STANDARD DISK,
 JU0518'STAMPED Y 3 RESET 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JU0518
 JU0518                          STATION RECOVERY (1993)
 JU0518
 JU0518'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 JU0518'THE STATION IS LOCATED IN THE CITY OF EGG HARBOR ALONG THE NEW JERSEY
 JU0518'TRANSIT RAILROAD, ATLANTIC CITY LINE RIGHT OF WAY, SOUTHEAST FROM THE
 JU0518'JUNCTION OF COLOGNE AVENUE, COUNTY ROAD 614.  TO REACH THE STATION
 JU0518'FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 50, GO
 JU0518'SOUTHEAST ON U.S. HIGHWAY 30 FOR 2.65 MI (4.26 KM) TO THE JUNCTION
 JU0518'WITH COLOGNE AVENUE.  TURN RIGHT AND GO 0.05 MI (0.08 KM) SOUTHWEST
 JU0518'ON COLOGNE AVENUE TO THE NEW JERSEY TRANSIT RAILROAD GRADE CROSSING
 JU0518'AND THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND.  THE STATION
 JU0518'IS 8.85 M (29.04 FT) EAST NORTHEAST FROM THE NORTHEAST RAIL OF THE
 JU0518'NEW JERSEY TRANSIT RAILROAD, 16.5 M (54.1 FT) SOUTH SOUTHEAST FROM
 JU0518'THE CENTERLINE OF COLOGNE AVENUE, 22.1 M (72.5 FT) SOUTHWEST FROM THE
 JU0518'SOUTHWEST CORNER OF A 6 FT (1.8 M) HIGH CHAIN LINK FENCE SURROUNDING
 JU0518'A SCHOOL BUS DEPOT, 17.9 M (58.7 FT) SOUTHEAST FROM A RAILROAD
 JU0518'CROSSING SIGNAL ALONG THE EASTBOUND LANES OF COLOGNE AVENUE, 22.7 M
 JU0518'(74.5 FT) SOUTH SOUTHEAST FROM A RAILROAD CROSSING SIGNAL ALONG THE
 JU0518'WESTBOUND LANES OF COLOGNE AVENUE AND 8.8 M (28.9 FT) NORTHEAST FROM
 JU0518'A FIBER OPTIC CABLE WARNING POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0759 ***********************************************************************
 LY0759  DESIGNATION -  Y 30
 LY0759  PID         -  LY0759
 LY0759  STATE/COUNTY-  NJ/SUSSEX
 LY0759  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY0759
 LY0759                         *CURRENT SURVEY CONTROL
 LY0759  ___________________________________________________________________
 LY0759* NAD 83(1986)-  41 05 00.     (N)    074 54 18.     (W)     SCALED    
 LY0759* NAVD 88     -       289.745  (meters)     950.61   (feet)  ADJUSTED  
 LY0759  ___________________________________________________________________
 LY0759  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 LY0759  DYNAMIC HT  -         289.614 (meters)     950.18  (feet)  COMP
 LY0759  MODELED GRAV-     980,166.9   (mgal)                       NAVD 88
 LY0759
 LY0759  VERT ORDER  -  SECOND    CLASS 0
 LY0759
 LY0759.The horizontal coordinates were scaled from a topographic map and have
 LY0759.an estimated accuracy of +/- 6 seconds.
 LY0759
 LY0759.The orthometric height was determined by differential leveling
 LY0759.and adjusted by the National Geodetic Survey in June 1991..
 LY0759
 LY0759.The geoid height was determined by GEOID03.
 LY0759
 LY0759.The dynamic height is computed by dividing the NAVD 88
 LY0759.geopotential number by the normal gravity value computed on the
 LY0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0759.degrees latitude (g = 980.6199 gals.).
 LY0759
 LY0759.The modeled gravity was interpolated from observed gravity values.
 LY0759
 LY0759;                    North         East    Units  Estimated Accuracy
 LY0759;SPC NJ       -   249,880.      115,970.      MT  (+/- 180 meters Scaled)
 LY0759
 LY0759                          SUPERSEDED SURVEY CONTROL
 LY0759
 LY0759  NGVD 29 (??/??/92)  289.932  (m)          951.22   (f) ADJ UNCH    2 0
 LY0759
 LY0759.Superseded values are not recommended for survey control.
 LY0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0759.See file dsdata.txt to determine how the superseded data were derived.
 LY0759
 LY0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL079480(NAD 83)
 LY0759_MARKER: DB = BENCH MARK DISK
 LY0759_SETTING: 80 = SET IN A BOULDER
 LY0759_SP_SET: BOULDER
 LY0759_STAMPING: Y 30 1942
 LY0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0759+STABILITY: SURFACE MOTION
 LY0759
 LY0759  HISTORY     - Date     Condition        Report By
 LY0759  HISTORY     - 1942     MONUMENTED       CGS
 LY0759  HISTORY     - 1966     GOOD             NGS
 LY0759
 LY0759                          STATION DESCRIPTION
 LY0759
 LY0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0759'4.8 MI E FROM FLATBROOKVILLE.
 LY0759'0.3 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0759'AT FLATBROOKVILLE, THENCE 0.7 MILE SOUTH ALONG A GRAVEL ROAD,
 LY0759'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, THENCE 0.1 MILE
 LY0759'SOUTH ALONG A BLACK TOP ROAD, ACROSS THE ROAD FROM A FARMHOUSE
 LY0759'WEATHERBOARDED WITH SHINGLES, 49 FEET EAST OF THE CENTER LINE
 LY0759'OF THE ROAD, 23.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 LY0759'SMALL BARN, 20.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LY0759'LARGE STORAGE HOUSE.  A STANDARD DISK, SET IN THE TOP OF A
 LY0759'ROCK BOULDER.
 LY0759
 LY0759                          STATION RECOVERY (1966)
 LY0759
 LY0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LY0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0432 ***********************************************************************
 LY0432  DESIGNATION -  Y 31
 LY0432  PID         -  LY0432
 LY0432  STATE/COUNTY-  NJ/PASSAIC
 LY0432  USGS QUAD   -  WAWAYANDA (1994)
 LY0432
 LY0432                         *CURRENT SURVEY CONTROL
 LY0432  ___________________________________________________________________
 LY0432* NAD 83(1986)-  41 08 08.     (N)    074 24 34.     (W)     SCALED    
 LY0432* NAVD 88     -       354.664  (meters)    1163.59   (feet)  ADJUSTED  
 LY0432  ___________________________________________________________________
 LY0432  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LY0432  DYNAMIC HT  -         354.504 (meters)    1163.07  (feet)  COMP
 LY0432  MODELED GRAV-     980,163.8   (mgal)                       NAVD 88
 LY0432
 LY0432  VERT ORDER  -  SECOND    CLASS 0
 LY0432
 LY0432.The horizontal coordinates were scaled from a topographic map and have
 LY0432.an estimated accuracy of +/- 6 seconds.
 LY0432
 LY0432.The orthometric height was determined by differential leveling
 LY0432.and adjusted by the National Geodetic Survey in June 1991..
 LY0432
 LY0432.The geoid height was determined by GEOID03.
 LY0432
 LY0432.The dynamic height is computed by dividing the NAVD 88
 LY0432.geopotential number by the normal gravity value computed on the
 LY0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0432.degrees latitude (g = 980.6199 gals.).
 LY0432
 LY0432.The modeled gravity was interpolated from observed gravity values.
 LY0432
 LY0432;                    North         East    Units  Estimated Accuracy
 LY0432;SPC NJ       -   255,600.      157,600.      MT  (+/- 180 meters Scaled)
 LY0432
 LY0432                          SUPERSEDED SURVEY CONTROL
 LY0432
 LY0432  NGVD 29 (??/??/92)  354.868  (m)         1164.26   (f) ADJ UNCH    2 0
 LY0432
 LY0432.Superseded values are not recommended for survey control.
 LY0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0432.See file dsdata.txt to determine how the superseded data were derived.
 LY0432
 LY0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL495539(NAD 83)
 LY0432_MARKER: DB = BENCH MARK DISK
 LY0432_SETTING: 66 = SET IN ROCK OUTCROP
 LY0432_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LY0432_STAMPING: Y 31 1942
 LY0432_MARK LOGO: CGS   
 LY0432_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0432+STABILITY: POSITION/ELEVATION WELL
 LY0432
 LY0432  HISTORY     - Date     Condition        Report By
 LY0432  HISTORY     - 1942     MONUMENTED       CGS
 LY0432  HISTORY     - 1979     MARK NOT FOUND   NGS
 LY0432  HISTORY     - 19921016 SEE DESCRIPTION  NJGS
 LY0432  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 LY0432
 LY0432                          STATION DESCRIPTION
 LY0432
 LY0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0432'7.5 MI N FROM NEWFOUNDLAND.
 LY0432'IN PASSAIC COUNTY, 0.3 MILE WEST ALONG STATE HIGHWAY 23 FROM THE
 LY0432'POST OFFICE AT NEWFOUNDLAND, MORRIS COUNTY, THENCE 7.2 MILES
 LY0432'NORTH ALONG A GRAVEL ROAD, 33 FEET SOUTHEAST OF A PEGNANOCK
 LY0432'WATER SHED SIGN, 15 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 LY0432'18 FEET WEST OF A TRIANGULAR-BLAZED 4-INCH TWIN MAPLE TREE, IN A
 LY0432'ROCK OUTCROP, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
 LY0432
 LY0432                          STATION RECOVERY (1979)
 LY0432
 LY0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0432'MARK NOT FOUND.
 LY0432
 LY0432                          STATION RECOVERY (1992)
 LY0432
 LY0432'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 LY0432'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 LY0432'SEARCH BY A TWO MAN PARTY.  THE STATION IS CONSIDERED LOST.
 LY0432
 LY0432                          STATION RECOVERY (1995)
 LY0432
 LY0432'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY0432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0466 ***********************************************************************
 LY0466  DESIGNATION -  Y 32
 LY0466  PID         -  LY0466
 LY0466  STATE/COUNTY-  NJ/BERGEN
 LY0466  USGS QUAD   -  RAMSEY (1995)
 LY0466
 LY0466                         *CURRENT SURVEY CONTROL
 LY0466  ___________________________________________________________________
 LY0466* NAD 83(1986)-  41 01 06.     (N)    074 14 57.     (W)     SCALED    
 LY0466* NAVD 88     -        75.072  (meters)     246.30   (feet)  ADJUSTED  
 LY0466  ___________________________________________________________________
 LY0466  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LY0466  DYNAMIC HT  -          75.041 (meters)     246.20  (feet)  COMP
 LY0466  MODELED GRAV-     980,212.4   (mgal)                       NAVD 88
 LY0466
 LY0466  VERT ORDER  -  SECOND    CLASS 0
 LY0466
 LY0466.The horizontal coordinates were scaled from a topographic map and have
 LY0466.an estimated accuracy of +/- 6 seconds.
 LY0466
 LY0466.The orthometric height was determined by differential leveling
 LY0466.and adjusted by the National Geodetic Survey in June 1991..
 LY0466
 LY0466.The geoid height was determined by GEOID03.
 LY0466
 LY0466.The dynamic height is computed by dividing the NAVD 88
 LY0466.geopotential number by the normal gravity value computed on the
 LY0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0466.degrees latitude (g = 980.6199 gals.).
 LY0466
 LY0466.The modeled gravity was interpolated from observed gravity values.
 LY0466
 LY0466;                    North         East    Units  Estimated Accuracy
 LY0466;SPC NJ       -   242,610.      171,100.      MT  (+/- 180 meters Scaled)
 LY0466
 LY0466                          SUPERSEDED SURVEY CONTROL
 LY0466
 LY0466  NGVD 29 (??/??/92)   75.335  (m)          247.16   (f) ADJ UNCH    2 0
 LY0466
 LY0466.Superseded values are not recommended for survey control.
 LY0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0466.See file dsdata.txt to determine how the superseded data were derived.
 LY0466
 LY0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL631410(NAD 83)
 LY0466_MARKER: DB = BENCH MARK DISK
 LY0466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0466_SP_SET: BRIDGE WALL
 LY0466_STAMPING: Y 32 1942
 LY0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY0466+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 LY0466
 LY0466  HISTORY     - Date     Condition        Report By
 LY0466  HISTORY     - 1942     MONUMENTED       CGS
 LY0466  HISTORY     - 1982     GOOD             USGS
 LY0466  HISTORY     - 20011108 GOOD             LOCENG
 LY0466  HISTORY     - 20051011 GOOD             STEWRT
 LY0466
 LY0466                          STATION DESCRIPTION
 LY0466
 LY0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0466'0.7 MI SW FROM OAKLAND.
 LY0466'ABOUT 0.7 MILE SOUTHWEST ALONG U.S. HIGHWAY 202 FROM THE POST
 LY0466'OFFICE AT OAKLAND, BERGEN COUNTY, 36 FEET SOUTHWEST OF THE
 LY0466'ENTRANCE TO THE KUTIK BEACH, AT A CONCRETE ARCH BRIDGE, IN THE
 LY0466'NORTHWEST WALL, AND 25 FEET NORTHWEST OF THE CENTER LINE OF THE
 LY0466'HIGHWAY.  A STANDARD DISK, STAMPED Y 32 1942.A
 LY0466
 LY0466                          STATION RECOVERY (1982)
 LY0466
 LY0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LY0466'RECOVERED IN GOOD CONDITION.
 LY0466
 LY0466                          STATION RECOVERY (2001)
 LY0466
 LY0466'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (AA)
 LY0466'RECOVERED IN GOOD CONDITION.
 LY0466
 LY0466                          STATION RECOVERY (2005)
 LY0466
 LY0466'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2005 (DEN)
 LY0466'RECOVERED IN GOOD CONDITION. THE BRIDGE SHOWS SIGNS OF WEAR IN THE
 LY0466'VICINITY OF THE MONUMENT, HOWEVER, THE MONUMENT APPEARS TO BE IN AN
 LY0466'UNDISTURBED PART OF THE BRIDGE WALL. DUE TO THE MONUMENTS POSITION IN
 LY0466'REGARD TO THE EDGE OF THE BRIDGE WALL, A BIPOD WILL BE NECESSARY IF
 LY0466'ATTEMPTING GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0747 ***********************************************************************
 LY0747  DESIGNATION -  Y 33
 LY0747  PID         -  LY0747
 LY0747  STATE/COUNTY-  NJ/WARREN
 LY0747  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY0747
 LY0747                         *CURRENT SURVEY CONTROL
 LY0747  ___________________________________________________________________
 LY0747* NAD 83(1986)-  41 03 34.     (N)    074 57 49.     (W)     SCALED    
 LY0747* NAVD 88     -       386.729  (meters)    1268.79   (feet)  ADJUSTED  
 LY0747  ___________________________________________________________________
 LY0747  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LY0747  DYNAMIC HT  -         386.560 (meters)    1268.24  (feet)  COMP
 LY0747  MODELED GRAV-     980,176.0   (mgal)                       NAVD 88
 LY0747
 LY0747  VERT ORDER  -  SECOND    CLASS 0
 LY0747
 LY0747.The horizontal coordinates were scaled from a topographic map and have
 LY0747.an estimated accuracy of +/- 6 seconds.
 LY0747
 LY0747.The orthometric height was determined by differential leveling
 LY0747.and adjusted by the National Geodetic Survey in June 1991..
 LY0747
 LY0747.The geoid height was determined by GEOID03.
 LY0747
 LY0747.The dynamic height is computed by dividing the NAVD 88
 LY0747.geopotential number by the normal gravity value computed on the
 LY0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0747.degrees latitude (g = 980.6199 gals.).
 LY0747
 LY0747.The modeled gravity was interpolated from observed gravity values.
 LY0747
 LY0747;                    North         East    Units  Estimated Accuracy
 LY0747;SPC NJ       -   247,250.      111,030.      MT  (+/- 180 meters Scaled)
 LY0747
 LY0747                          SUPERSEDED SURVEY CONTROL
 LY0747
 LY0747  NGVD 29 (??/??/92)  386.924  (m)         1269.43   (f) ADJ UNCH    2 0
 LY0747
 LY0747.Superseded values are not recommended for survey control.
 LY0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0747.See file dsdata.txt to determine how the superseded data were derived.
 LY0747
 LY0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL030453(NAD 83)
 LY0747_MARKER: DB = BENCH MARK DISK
 LY0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0747_STAMPING: Y 33 1942
 LY0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0747+STABILITY: SURFACE MOTION
 LY0747_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0747+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2006
 LY0747
 LY0747  HISTORY     - Date     Condition        Report By
 LY0747  HISTORY     - 1942     MONUMENTED       CGS
 LY0747  HISTORY     - 20060521 GOOD             GEOCAC
 LY0747
 LY0747                          STATION DESCRIPTION
 LY0747
 LY0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0747'1 MI S FROM MILLBROOK.
 LY0747'1.0 MILE SOUTH ALONG A GRAVEL ROAD FROM THE MILLBROOK INN AT
 LY0747'MILLBROOK, AT AN INTERSECTION OF THE GRAVEL ROAD AND THE
 LY0747'APPALACHIAN TRAIL, 29 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LY0747'ROAD, 15 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL, AND 2
 LY0747'FEET WEST OF A STANDARD REFERENCE POST.  A STANDARD DISK, SET
 LY0747'IN THE TOP OF A CONCRETE POST.
 LY0747
 LY0747                          STATION RECOVERY (2006)
 LY0747
 LY0747'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0782 ***********************************************************************
 LY0782  DESIGNATION -  Y 34
 LY0782  PID         -  LY0782
 LY0782  STATE/COUNTY-  NJ/SUSSEX
 LY0782  USGS QUAD   -  CULVERS GAP (1997)
 LY0782
 LY0782                         *CURRENT SURVEY CONTROL
 LY0782  ___________________________________________________________________
 LY0782* NAD 83(1986)-  41 13 12.     (N)    074 51 27.     (W)     SCALED    
 LY0782* NAVD 88     -       117.397  (meters)     385.16   (feet)  ADJUSTED  
 LY0782  ___________________________________________________________________
 LY0782  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LY0782  DYNAMIC HT  -         117.347 (meters)     385.00  (feet)  COMP
 LY0782  MODELED GRAV-     980,202.7   (mgal)                       NAVD 88
 LY0782
 LY0782  VERT ORDER  -  SECOND    CLASS 0
 LY0782
 LY0782.The horizontal coordinates were scaled from a topographic map and have
 LY0782.an estimated accuracy of +/- 6 seconds.
 LY0782
 LY0782.The orthometric height was determined by differential leveling
 LY0782.and adjusted by the National Geodetic Survey in June 1991..
 LY0782
 LY0782.The geoid height was determined by GEOID03.
 LY0782
 LY0782.The dynamic height is computed by dividing the NAVD 88
 LY0782.geopotential number by the normal gravity value computed on the
 LY0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0782.degrees latitude (g = 980.6199 gals.).
 LY0782
 LY0782.The modeled gravity was interpolated from observed gravity values.
 LY0782
 LY0782;                    North         East    Units  Estimated Accuracy
 LY0782;SPC NJ       -   265,040.      120,030.      MT  (+/- 180 meters Scaled)
 LY0782
 LY0782                          SUPERSEDED SURVEY CONTROL
 LY0782
 LY0782  NGVD 29 (??/??/92)  117.581  (m)          385.76   (f) ADJ UNCH    2 0
 LY0782
 LY0782.Superseded values are not recommended for survey control.
 LY0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0782.See file dsdata.txt to determine how the superseded data were derived.
 LY0782
 LY0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL119631(NAD 83)
 LY0782_MARKER: DB = BENCH MARK DISK
 LY0782_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LY0782_SP_SET: BRIDGE ABUTMENT
 LY0782_STAMPING: Y 34 1942
 LY0782_MARK LOGO: CGS   
 LY0782_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0782_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0782+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1995
 LY0782
 LY0782  HISTORY     - Date     Condition        Report By
 LY0782  HISTORY     - 1942     MONUMENTED       CGS
 LY0782  HISTORY     - 19950110 GOOD             NJGS
 LY0782
 LY0782                          STATION DESCRIPTION
 LY0782
 LY0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0782'0.8 MI E FROM DINGMANS FERRY.
 LY0782'0.8 MILE EAST ALONG A BLACK TOP ROAD FROM THE DINGMANS FERRY
 LY0782'GARAGE AT DINGMANS FERRY, AT THE TOLL BRIDGE OVER THE DELAWARE
 LY0782'RIVER, AND ON THE NEW JERSEY SIDE.  A STANDARD DISK, SET IN THE
 LY0782'TOP OF THE SOUTH END OF THE EAST ABUTMENT, AND 10 FEET SOUTH
 LY0782'OF THE CENTER LINE OF THE ROAD.
 LY0782
 LY0782                          STATION RECOVERY (1995)
 LY0782
 LY0782'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 LY0782'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0774 ***********************************************************************
 KV0774  DESIGNATION -  Y 36
 KV0774  PID         -  KV0774
 KV0774  STATE/COUNTY-  NJ/MIDDLESEX
 KV0774  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0774
 KV0774                         *CURRENT SURVEY CONTROL
 KV0774  ___________________________________________________________________
 KV0774* NAD 83(1986)-  40 27 51.     (N)    074 15 46.     (W)     SCALED    
 KV0774* NAVD 88     -         3.950  (meters)      12.96   (feet)  ADJUSTED  
 KV0774  ___________________________________________________________________
 KV0774  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KV0774  DYNAMIC HT  -           3.948 (meters)      12.95  (feet)  COMP
 KV0774  MODELED GRAV-     980,220.3   (mgal)                       NAVD 88
 KV0774
 KV0774  VERT ORDER  -  FIRST     CLASS II
 KV0774
 KV0774.The horizontal coordinates were scaled from a topographic map and have
 KV0774.an estimated accuracy of +/- 6 seconds.
 KV0774
 KV0774.The orthometric height was determined by differential leveling
 KV0774.and adjusted by the National Geodetic Survey in June 1991..
 KV0774.WARNING-Repeat measurements at this control monument indicate possible
 KV0774.vertical movement.
 KV0774
 KV0774.The geoid height was determined by GEOID03.
 KV0774
 KV0774.The dynamic height is computed by dividing the NAVD 88
 KV0774.geopotential number by the normal gravity value computed on the
 KV0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0774.degrees latitude (g = 980.6199 gals.).
 KV0774
 KV0774.The modeled gravity was interpolated from observed gravity values.
 KV0774
 KV0774;                    North         East    Units  Estimated Accuracy
 KV0774;SPC NJ       -   181,080.      170,120.      MT  (+/- 180 meters Scaled)
 KV0774
 KV0774                          SUPERSEDED SURVEY CONTROL
 KV0774
 KV0774  NGVD 29 (04/16/92)    4.249  (m)           13.94   (f) ADJUSTED    1 2
 KV0774
 KV0774.Superseded values are not recommended for survey control.
 KV0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0774.See file dsdata.txt to determine how the superseded data were derived.
 KV0774
 KV0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK625795(NAD 83)
 KV0774_MARKER: DB = BENCH MARK DISK
 KV0774_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0774_SP_SET: ABUTMENT
 KV0774_STAMPING: Y 36 1952
 KV0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0774
 KV0774  HISTORY     - Date     Condition        Report By
 KV0774  HISTORY     - 1952     MONUMENTED       CGS
 KV0774  HISTORY     - 1974     GOOD             NGS
 KV0774  HISTORY     - 1979     GOOD             NGS
 KV0774  HISTORY     - 1986     GOOD             USPSQD
 KV0774
 KV0774                          STATION DESCRIPTION
 KV0774
 KV0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0774'AT MORGAN.
 KV0774'AT MORGAN, ABOUT 12 RAILS NORTH ALONG THE NEW YORK AND LONG
 KV0774'BRANCH RAILROAD FROM THE STATION, ABOUT 27 YARDS SOUTHWEST OF
 KV0774'MILE POST 3, SET VERTICALLY IN THE EAST FACE NEAR THE NORTH END
 KV0774'OF THE WEST ABUTMENT OF STATE HIGHWAY 35 OVERPASS OVER THE
 KV0774'RAILROAD, 32 FEET WEST OF WEST RAIL OF WEST TRACK AND ABOUT 2
 KV0774'FEET ABOVE GROUND.
 KV0774
 KV0774                          STATION RECOVERY (1974)
 KV0774
 KV0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0774'RECOVERED IN GOOD CONDITION.
 KV0774
 KV0774                          STATION RECOVERY (1979)
 KV0774
 KV0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0774'RECOVERED IN GOOD CONDITION.
 KV0774
 KV0774                          STATION RECOVERY (1986)
 KV0774
 KV0774'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHF)
 KV0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0243 ***********************************************************************
 KV0243  DESIGNATION -  Y 37
 KV0243  PID         -  KV0243
 KV0243  STATE/COUNTY-  NJ/ESSEX
 KV0243  USGS QUAD   -  ELIZABETH (1995)
 KV0243
 KV0243                         *CURRENT SURVEY CONTROL
 KV0243  ___________________________________________________________________
 KV0243* NAD 83(1986)-  40 42 27.     (N)    074 09 33.     (W)     SCALED    
 KV0243* NAVD 88     -         2.928  (meters)       9.61   (feet)  ADJUSTED  
 KV0243  ___________________________________________________________________
 KV0243  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KV0243  DYNAMIC HT  -           2.927 (meters)       9.60  (feet)  COMP
 KV0243  MODELED GRAV-     980,225.4   (mgal)                       NAVD 88
 KV0243
 KV0243  VERT ORDER  -  FIRST     CLASS II
 KV0243
 KV0243.This mark is at Newark Airport (EWR)
 KV0243
 KV0243.The horizontal coordinates were scaled from a topographic map and have
 KV0243.an estimated accuracy of +/- 6 seconds.
 KV0243
 KV0243.The orthometric height was determined by differential leveling
 KV0243.and adjusted by the National Geodetic Survey in June 1991..
 KV0243
 KV0243.The geoid height was determined by GEOID03.
 KV0243
 KV0243.The dynamic height is computed by dividing the NAVD 88
 KV0243.geopotential number by the normal gravity value computed on the
 KV0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0243.degrees latitude (g = 980.6199 gals.).
 KV0243
 KV0243.The modeled gravity was interpolated from observed gravity values.
 KV0243
 KV0243;                    North         East    Units  Estimated Accuracy
 KV0243;SPC NJ       -   208,120.      178,800.      MT  (+/- 180 meters Scaled)
 KV0243
 KV0243                          SUPERSEDED SURVEY CONTROL
 KV0243
 KV0243  NGVD 29 (04/16/92)    3.268  (m)           10.72   (f) ADJUSTED    1 2
 KV0243
 KV0243.Superseded values are not recommended for survey control.
 KV0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0243.See file dsdata.txt to determine how the superseded data were derived.
 KV0243
 KV0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL710066(NAD 83)
 KV0243_MARKER: DB = BENCH MARK DISK
 KV0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0243_SP_SET: OFFSET
 KV0243_STAMPING: Y 37 1952
 KV0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0243
 KV0243  HISTORY     - Date     Condition        Report By
 KV0243  HISTORY     - 1952     MONUMENTED       CGS
 KV0243  HISTORY     - 1973     GOOD             NGS
 KV0243  HISTORY     - 1979     GOOD             NGS
 KV0243  HISTORY     - 20010314 POOR             PORANY
 KV0243
 KV0243                          STATION DESCRIPTION
 KV0243
 KV0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0243'AT NEWARK.
 KV0243'AT NEWARK, AT THE NEWARK AIRPORT, SET VERTICALLY IN THE NORTHEAST
 KV0243'FACE OF THE NORTH CORNER OF THE SECOND OFFSET NORTHWEST OF
 KV0243'NORTHEAST MAIN ENTRANCE TO ADMINISTRATION BUILDING AT AIRPORT,
 KV0243'31 FEET NORTHWEST OF CENTER LINE OF ENTRANCE, 1 FOOT SOUTHEAST OF
 KV0243'NORTH CORNER OF OFFSET AND ABOUT 1 1/2 FEET ABOVE GROUND.
 KV0243'NOTE-- ADMINISTRATIVE BUILDING IS NOW DESIGNATED BUILDING 1 BY
 KV0243'THE PORT OF NEW YORK AUTHORITY.
 KV0243
 KV0243                          STATION RECOVERY (1973)
 KV0243
 KV0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KV0243'RECOVERED IN GOOD CONDITION.
 KV0243
 KV0243                          STATION RECOVERY (1979)
 KV0243
 KV0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0243'RECOVERED IN GOOD CONDITION.
 KV0243
 KV0243                          STATION RECOVERY (2001)
 KV0243
 KV0243'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV0243'THE BUILDING REFERRED IS CURRENTLY CUT FROM FOUNDATION AND SITTING ON
 KV0243'HYDRAULIC JACKS.  IT WILL SOON BE MOVED (FOR A RECORD SETTING LIFT OF
 KV0243'THIS WEIGHT) APPROXIMATELY ONE HALF MILE TO EAST NEAR D STREET IN
 KV0243'NORTH CARGO AREA.  THE OLD BUILDING (A NATIONAL HISTORIC SITE) WILL BE
 KV0243'INCORPORATED INTO NEW PORT AUTHORITY OF NEW YORK AND NEW JERSEY
 KV0243'ADMINISTRATION BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0290 ***********************************************************************
 KV0290  DESIGNATION -  Y 38
 KV0290  PID         -  KV0290
 KV0290  STATE/COUNTY-  NJ/HUDSON
 KV0290  USGS QUAD   -  JERSEY CITY (1981)
 KV0290
 KV0290                         *CURRENT SURVEY CONTROL
 KV0290  ___________________________________________________________________
 KV0290* NAD 83(1986)-  40 44 04.     (N)    074 03 21.     (W)     SCALED    
 KV0290* NAVD 88     -        29.509  (meters)      96.81   (feet)  ADJUSTED  
 KV0290  ___________________________________________________________________
 KV0290  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KV0290  DYNAMIC HT  -          29.498 (meters)      96.78  (feet)  COMP
 KV0290  MODELED GRAV-     980,243.0   (mgal)                       NAVD 88
 KV0290
 KV0290  VERT ORDER  -  FIRST     CLASS I
 KV0290
 KV0290.The horizontal coordinates were scaled from a topographic map and have
 KV0290.an estimated accuracy of +/- 6 seconds.
 KV0290
 KV0290.The orthometric height was determined by differential leveling
 KV0290.and adjusted by the National Geodetic Survey in June 1991..
 KV0290.WARNING-Repeat measurements at this control monument indicate possible
 KV0290.vertical movement.
 KV0290
 KV0290.The geoid height was determined by GEOID03.
 KV0290
 KV0290.The dynamic height is computed by dividing the NAVD 88
 KV0290.geopotential number by the normal gravity value computed on the
 KV0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0290.degrees latitude (g = 980.6199 gals.).
 KV0290
 KV0290.The modeled gravity was interpolated from observed gravity values.
 KV0290
 KV0290;                    North         East    Units  Estimated Accuracy
 KV0290;SPC NJ       -   211,160.      187,520.      MT  (+/- 180 meters Scaled)
 KV0290
 KV0290                          SUPERSEDED SURVEY CONTROL
 KV0290
 KV0290  NGVD 29 (04/16/92)   29.852  (m)           97.94   (f) ADJUSTED    1 1
 KV0290
 KV0290.Superseded values are not recommended for survey control.
 KV0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0290.See file dsdata.txt to determine how the superseded data were derived.
 KV0290
 KV0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL797097(NAD 83)
 KV0290_MARKER: DB = BENCH MARK DISK
 KV0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0290_SP_SET: STEP BASE
 KV0290_STAMPING: Y 38 1952
 KV0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0290
 KV0290  HISTORY     - Date     Condition        Report By
 KV0290  HISTORY     - 1952     MONUMENTED       CGS
 KV0290  HISTORY     - 1965     GOOD             CGS
 KV0290  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV0290  HISTORY     - 20060416 MARK NOT FOUND   GEOCAC
 KV0290
 KV0290                          STATION DESCRIPTION
 KV0290
 KV0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0290'AT JERSEY CITY.
 KV0290'AT JERSEY CITY, AT THE CROSSING OF STATE HIGHWAY AND OAKLAND
 KV0290'AVENUE, SET IN THE TOP OF LOWER PART OF CONCRETE BASE OF STEPS
 KV0290'LEADING DOWN TO U.S. HIGHWAY 1 AND 9 FROM OAKLAND AVENUE, (BLOCK
 KV0290'IS LOCATED DIRECTLY OVER A PIER OF STATE HIGHWAY OVER U.S. HIGHWAYS
 KV0290'1 AND 9), 30 FEET NORTHWEST OF CENTER LINE OF OAKLAND AVENUE, 14
 KV0290'FEET SOUTHWEST OF CENTER LINE OF STATE HIGHWAY, 2 FEET NORTH OF
 KV0290'A TRAFFIC LIGHT POST, 3 INCHES NORTHEAST OF NORTHEAST FACE OF
 KV0290'RAISED PORTION OF CONCRETE BASE OF STAIRWAY.  AND ABOUT 1/2
 KV0290'FOOT ABOVE LEVEL OF STATE HIGHWAY.
 KV0290
 KV0290                          STATION RECOVERY (1965)
 KV0290
 KV0290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0290'RECOVERED IN GOOD CONDITION.
 KV0290
 KV0290                          STATION RECOVERY (1989)
 KV0290
 KV0290'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 KV0290'MARK NOT FOUND.
 KV0290
 KV0290                          STATION RECOVERY (2006)
 KV0290
 KV0290'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 KV0290'AREA LOCATED AT SOUTHWEST INTERSECTION OF OAKLAND AVENUE AND 'DIVIDED
 KV0290'HIGHWAY' WHICH IS ABOVE THE HIGHWAY LEADING FROM THE TONNELE AVENUE
 KV0290'TRAFFIC CIRCLE TO THE HOLLAND TUNNEL.  (IT IS NO LONGER ROUTES 1 AND
 KV0290'9.)  THE CONCRETE IN THE NORTHEAST CORNER OF THE BLOCK SUPPORTING THE
 KV0290'STAIRWAY HAS CRUMBLED.  THERE IS NO DISK HERE.  AREAS WAS SEARCHED BY
 KV0290'A PARTY OF TWO FOR A HALF HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU0003 ***********************************************************************
 HU0003  DESIGNATION -  Y 4
 HU0003  PID         -  HU0003
 HU0003  STATE/COUNTY-  NJ/CAPE MAY
 HU0003  USGS QUAD   -  CAPE MAY (1972)
 HU0003
 HU0003                         *CURRENT SURVEY CONTROL
 HU0003  ___________________________________________________________________
 HU0003* NAD 83(1986)-  38 55 57.     (N)    074 55 21.     (W)     SCALED    
 HU0003* NAVD 88     -         4.524  (meters)      14.84   (feet)  ADJUSTED  
 HU0003  ___________________________________________________________________
 HU0003  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU0003  DYNAMIC HT  -           4.522 (meters)      14.84  (feet)  COMP
 HU0003  MODELED GRAV-     980,047.7   (mgal)                       NAVD 88
 HU0003
 HU0003  VERT ORDER  -  FIRST     CLASS II
 HU0003
 HU0003.The horizontal coordinates were scaled from a topographic map and have
 HU0003.an estimated accuracy of +/- 6 seconds.
 HU0003
 HU0003.The orthometric height was determined by differential leveling
 HU0003.and adjusted by the National Geodetic Survey in June 1991..
 HU0003
 HU0003.The geoid height was determined by GEOID03.
 HU0003
 HU0003.The dynamic height is computed by dividing the NAVD 88
 HU0003.geopotential number by the normal gravity value computed on the
 HU0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0003.degrees latitude (g = 980.6199 gals.).
 HU0003
 HU0003.The modeled gravity was interpolated from observed gravity values.
 HU0003
 HU0003;                    North         East    Units  Estimated Accuracy
 HU0003;SPC NJ       -    11,090.      113,370.      MT  (+/- 180 meters Scaled)
 HU0003
 HU0003                          SUPERSEDED SURVEY CONTROL
 HU0003
 HU0003  NGVD 29 (04/16/92)    4.921  (m)           16.14   (f) ADJUSTED    1 2
 HU0003
 HU0003.Superseded values are not recommended for survey control.
 HU0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0003.See file dsdata.txt to determine how the superseded data were derived.
 HU0003
 HU0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ067092(NAD 83)
 HU0003_MARKER: DB = BENCH MARK DISK
 HU0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0003_SP_SET: BUILDING
 HU0003_STAMPING: Y 4 1924 16.184
 HU0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0003
 HU0003  HISTORY     - Date     Condition        Report By
 HU0003  HISTORY     - 1924     MONUMENTED       CGS
 HU0003  HISTORY     - 1961     GOOD             CGS
 HU0003  HISTORY     - 1974     GOOD             NJGS
 HU0003  HISTORY     - 19991002 GOOD             USPSQD
 HU0003  HISTORY     - 20050919 GOOD             GEOCAC
 HU0003
 HU0003                          STATION DESCRIPTION
 HU0003
 HU0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HU0003'AT CAPE MAY.
 HU0003'AT CAPE MAY, CAPE MAY COUNTY, AT THE HIGH SCHOOL, IN THE SOUTH
 HU0003'FACE OF THE WEST WING, 6 FEET OF THE WEST WALL OF THE MAIN
 HU0003'PORTION OF THE BUILDING, 5 FEET BELOW THE BOTTOM OF THE CONCRETE
 HU0003'WATER TABLE, AND 1 FOOT ABOVE THE GROUND.  A STANDARD DISK,
 HU0003'STAMPED 16.184 Y 4 1924 AND SET VERTICALLY.
 HU0003
 HU0003                          STATION RECOVERY (1974)
 HU0003
 HU0003'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1974
 HU0003'RECOVERED IN GOOD CONDITION.
 HU0003
 HU0003                          STATION RECOVERY (1999)
 HU0003
 HU0003'RECOVERY NOTE BY US POWER SQUADRON 1999
 HU0003'RECOVERED IN GOOD CONDITION.
 HU0003
 HU0003                          STATION RECOVERY (2005)
 HU0003
 HU0003'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 HU0003'BUILDING IS CURRENT LOCATION OF CITY HALL - ADDRESS IS 643 WASHINGTON
 HU0003'ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1656 ***********************************************************************
 KU1656  DESIGNATION -  Y 40
 KU1656  PID         -  KU1656
 KU1656  STATE/COUNTY-  NJ/BERGEN
 KU1656  USGS QUAD   -  CENTRAL PARK (1979)
 KU1656
 KU1656                         *CURRENT SURVEY CONTROL
 KU1656  ___________________________________________________________________
 KU1656* NAD 83(1986)-  40 49 47.     (N)    073 58 34.     (W)     SCALED    
 KU1656* NAVD 88     -        64.327  (meters)     211.05   (feet)  ADJUSTED  
 KU1656  ___________________________________________________________________
 KU1656  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 KU1656  DYNAMIC HT  -          64.303 (meters)     210.97  (feet)  COMP
 KU1656  MODELED GRAV-     980,245.1   (mgal)                       NAVD 88
 KU1656
 KU1656  VERT ORDER  -  SECOND    CLASS 0
 KU1656
 KU1656.The horizontal coordinates were scaled from a topographic map and have
 KU1656.an estimated accuracy of +/- 6 seconds.
 KU1656
 KU1656.The orthometric height was determined by differential leveling
 KU1656.and adjusted by the National Geodetic Survey in June 1991..
 KU1656
 KU1656.The geoid height was determined by GEOID03.
 KU1656
 KU1656.The dynamic height is computed by dividing the NAVD 88
 KU1656.geopotential number by the normal gravity value computed on the
 KU1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1656.degrees latitude (g = 980.6199 gals.).
 KU1656
 KU1656.The modeled gravity was interpolated from observed gravity values.
 KU1656
 KU1656;                    North         East    Units  Estimated Accuracy
 KU1656;SPC NJ       -   221,770.      194,190.      MT  (+/- 180 meters Scaled)
 KU1656
 KU1656                          SUPERSEDED SURVEY CONTROL
 KU1656
 KU1656  NGVD 29 (??/??/92)   64.63   (m)          212.0    (f) COMPUTED    2 0
 KU1656
 KU1656.Superseded values are not recommended for survey control.
 KU1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1656.See file dsdata.txt to determine how the superseded data were derived.
 KU1656
 KU1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL863203(NAD 83)
 KU1656_MARKER: DB = BENCH MARK DISK
 KU1656_SETTING: 66 = SET IN ROCK OUTCROP
 KU1656_SP_SET: ROCK OUTCROP
 KU1656_STAMPING: Y 40 1956
 KU1656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU1656+STABILITY: POSITION/ELEVATION WELL
 KU1656
 KU1656  HISTORY     - Date     Condition        Report By
 KU1656  HISTORY     - 1956     MONUMENTED       CGS
 KU1656  HISTORY     - 19920220 MARK NOT FOUND   NJGS
 KU1656  HISTORY     - 20010430 GOOD             LOCENG
 KU1656
 KU1656                          STATION DESCRIPTION
 KU1656
 KU1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU1656'0.8 MI NW FROM EDGEWATER.
 KU1656'0.8 MILE NORTHWEST ALONG STATE HIGHWAY 5 FROM THE JUNCTION OF
 KU1656'HUDSON AVENUE AT EDGEWATER, AT THE INSIDE OF A SHARP CURVE, 32
 KU1656'YARDS NORTHEAST OF THE NORTHEAST CORNER OF A LARGE PARKING LOT
 KU1656'FOR THE PALISADES AMUSEMENT PARK, 48 FEET NORTHWEST AND ACROSS
 KU1656'THE HIGHWAY FROM POWER LINE POLE NO. PS 563, 8 FEET NORTHWEST OF
 KU1656'THE NORTHWEST CURB OF THE HIGHWAY, SET IN THE TOP OF A 2-BY 2-FOOT
 KU1656'OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND AND ABOUT 3 FEET
 KU1656'HIGHER THAN THE HIGHWAY.
 KU1656
 KU1656                          STATION RECOVERY (1992)
 KU1656
 KU1656'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KU1656'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KU1656'SEARCH BY A TWO MAN PARTY.  THE PALISADES AMUSEMENT PARK HAS BEEN
 KU1656'ABANDONED AND CONSIDERABLE IMPROVEMENTS HAVE BEEN MADE IN THE AREA
 KU1656'SINCE THE ORIGINAL DESCRIPTION.
 KU1656
 KU1656                          STATION RECOVERY (2001)
 KU1656
 KU1656'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (AB)
 KU1656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0825 ***********************************************************************
 KV0825  DESIGNATION -  Y 5
 KV0825  PID         -  KV0825
 KV0825  STATE/COUNTY-  NJ/MONMOUTH
 KV0825  USGS QUAD   -  ASBURY PARK (1989)
 KV0825
 KV0825                         *CURRENT SURVEY CONTROL
 KV0825  ___________________________________________________________________
 KV0825* NAD 83(1986)-  40 07 48.     (N)    074 02 32.     (W)     SCALED    
 KV0825* NAVD 88     -         5.406  (meters)      17.74   (feet)  ADJUSTED  
 KV0825  ___________________________________________________________________
 KV0825  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KV0825  DYNAMIC HT  -           5.404 (meters)      17.73  (feet)  COMP
 KV0825  MODELED GRAV-     980,158.5   (mgal)                       NAVD 88
 KV0825
 KV0825  VERT ORDER  -  FIRST     CLASS I
 KV0825
 KV0825.The horizontal coordinates were scaled from a topographic map and have
 KV0825.an estimated accuracy of +/- 6 seconds.
 KV0825
 KV0825.The orthometric height was determined by differential leveling
 KV0825.and adjusted by the National Geodetic Survey in June 1991..
 KV0825
 KV0825.The geoid height was determined by GEOID03.
 KV0825
 KV0825.The dynamic height is computed by dividing the NAVD 88
 KV0825.geopotential number by the normal gravity value computed on the
 KV0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0825.degrees latitude (g = 980.6199 gals.).
 KV0825
 KV0825.The modeled gravity was interpolated from observed gravity values.
 KV0825
 KV0825;                    North         East    Units  Estimated Accuracy
 KV0825;SPC NJ       -   144,050.      189,010.      MT  (+/- 180 meters Scaled)
 KV0825
 KV0825                          SUPERSEDED SURVEY CONTROL
 KV0825
 KV0825  NGVD 29 (04/16/92)    5.737  (m)           18.82   (f) ADJUSTED    1 1
 KV0825
 KV0825.Superseded values are not recommended for survey control.
 KV0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0825.See file dsdata.txt to determine how the superseded data were derived.
 KV0825
 KV0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK816426(NAD 83)
 KV0825_MARKER: DB = BENCH MARK DISK
 KV0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0825_STAMPING: Y 5 1930 19.239
 KV0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0825+STABILITY: SURFACE MOTION
 KV0825_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0825+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2001
 KV0825
 KV0825  HISTORY     - Date     Condition        Report By
 KV0825  HISTORY     - 1930     MONUMENTED       CGS
 KV0825  HISTORY     - 1964     GOOD             CGS
 KV0825  HISTORY     - 1972     GOOD             NJGS
 KV0825  HISTORY     - 1979     GOOD             NGS
 KV0825  HISTORY     - 1984     GOOD             USPSQD
 KV0825  HISTORY     - 1987     GOOD             USPSQD
 KV0825  HISTORY     - 19920809 MARK NOT FOUND   USPSQD
 KV0825  HISTORY     - 20010417 GOOD             NJGS
 KV0825
 KV0825                          STATION DESCRIPTION
 KV0825
 KV0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0825'AT SEA GIRT.
 KV0825'AT SEA GIRT, ALONG THE NEW YORK AND LONG BRANCH RAILROAD, AT THE
 KV0825'CROSSING OF SEA GIRT AVENUE, 238 FEET SOUTH OF THE SOUTH END
 KV0825'OF THE NEW YORK AND LONG BRANCH RAILROAD STATION AT SEA GIRT, 83
 KV0825'FEET NORTHEAST OF THE CENTER OF THE CROSSING OF SEA GIRT AVENUE,
 KV0825'77 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 14 FEET EAST OF
 KV0825'THE EAST RAIL OF THE NORTH-BOUND TRACK, 15.5 FEET NORTHEAST OF THE
 KV0825'NORTHEAST CORNER OF SIGNAL BASE FOR SIGNAL TOWER, 7.0 FEET WEST
 KV0825'OF A PIPE FENCE ON WEST SIDE OF A SMALL RAILROAD PARK, ABOUT LEVEL
 KV0825'WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST 1 INCH BELOW
 KV0825'THE LEVEL OF THE GROUND.  NOTE-- MARK IS ALSO 0.7 MILE NORTH OF
 KV0825'THE STATION AT MANASQUAN.
 KV0825
 KV0825                          STATION RECOVERY (1972)
 KV0825
 KV0825'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1972
 KV0825'RECOVERED IN GOOD CONDITION.
 KV0825
 KV0825                          STATION RECOVERY (1979)
 KV0825
 KV0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0825'RECOVERED IN GOOD CONDITION.
 KV0825
 KV0825                          STATION RECOVERY (1984)
 KV0825
 KV0825'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0825'MARK NOW 1 FT. SOUTHWEST OF A WITNESS POST. PIPE FENCE STILL THERE
 KV0825'BUT COVERED WITH HEAVY UNDERBRUSH AS IS WITNESS POST AND MARK, WHICH
 KV0825'IS ABOUT 2' UNDER GROUND.
 KV0825
 KV0825                          STATION RECOVERY (1987)
 KV0825
 KV0825'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 KV0825'RECOVERED IN GOOD CONDITION.
 KV0825
 KV0825                          STATION RECOVERY (1992)
 KV0825
 KV0825'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0825'MARK NOT FOUND.
 KV0825
 KV0825                          STATION RECOVERY (2001)
 KV0825
 KV0825'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2001 (ECB)
 KV0825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0876 ***********************************************************************
 KV0876  DESIGNATION -  Y 53
 KV0876  PID         -  KV0876
 KV0876  STATE/COUNTY-  NJ/MONMOUTH
 KV0876  USGS QUAD   -  LONG BRANCH (1981)
 KV0876
 KV0876                         *CURRENT SURVEY CONTROL
 KV0876  ___________________________________________________________________
 KV0876* NAD 83(1986)-  40 22 05.     (N)    074 01 46.     (W)     SCALED    
 KV0876* NAVD 88     -         5.797  (meters)      19.02   (feet)  ADJUSTED  
 KV0876  ___________________________________________________________________
 KV0876  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KV0876  DYNAMIC HT  -           5.794 (meters)      19.01  (feet)  COMP
 KV0876  MODELED GRAV-     980,194.0   (mgal)                       NAVD 88
 KV0876
 KV0876  VERT ORDER  -  SECOND    CLASS 0
 KV0876
 KV0876.The horizontal coordinates were scaled from a topographic map and have
 KV0876.an estimated accuracy of +/- 6 seconds.
 KV0876
 KV0876.The orthometric height was determined by differential leveling
 KV0876.and adjusted by the National Geodetic Survey in June 1991..
 KV0876
 KV0876.The geoid height was determined by GEOID03.
 KV0876
 KV0876.The dynamic height is computed by dividing the NAVD 88
 KV0876.geopotential number by the normal gravity value computed on the
 KV0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0876.degrees latitude (g = 980.6199 gals.).
 KV0876
 KV0876.The modeled gravity was interpolated from observed gravity values.
 KV0876
 KV0876;                    North         East    Units  Estimated Accuracy
 KV0876;SPC NJ       -   170,490.      189,960.      MT  (+/- 180 meters Scaled)
 KV0876
 KV0876                          SUPERSEDED SURVEY CONTROL
 KV0876
 KV0876  NGVD 29 (04/16/92)    6.117  (m)           20.07   (f) ADJUSTED    2 0
 KV0876
 KV0876.Superseded values are not recommended for survey control.
 KV0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0876.See file dsdata.txt to determine how the superseded data were derived.
 KV0876
 KV0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK824690(NAD 83)
 KV0876_MARKER: DB = BENCH MARK DISK
 KV0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV0876_STAMPING: Y 53 1961
 KV0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0876+STABILITY: SURFACE MOTION
 KV0876
 KV0876  HISTORY     - Date     Condition        Report By
 KV0876  HISTORY     - 1961     MONUMENTED       CGS
 KV0876  HISTORY     - 1985     GOOD             USPSQD
 KV0876  HISTORY     - 19920523 GOOD             USPSQD
 KV0876
 KV0876                          STATION DESCRIPTION
 KV0876
 KV0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0876'AT FAIR HAVEN.
 KV0876'AT THE INTERSECTION OF RIVER ROAD AND BROWNS LANE DIRECTLY
 KV0876'ACROSS FROM THE SCHREWSBURY YACHT CLUB, 75 FEET WEST OF A FIRE
 KV0876'HYDRANT AND FIVE FEET SOUTH OF THE CURB OF RIVER ROAD AT THE
 KV0876'SOUTH EDGE OF THE SIDEWWALK. SET IN A DRILL HOLE IN THE TOP OF A
 KV0876'4 X 4 INCH CONCRETE POST THAT IS ALSO A PROPERTY LINE MARKER
 KV0876'PROJECTING ONE INCH ABOVE THE SIDEWALK.
 KV0876
 KV0876                          STATION RECOVERY (1985)
 KV0876
 KV0876'RECOVERY NOTE BY US POWER SQUADRON 1985 (CWK)
 KV0876'RECOVERED IN GOOD CONDITION.
 KV0876
 KV0876                          STATION RECOVERY (1992)
 KV0876
 KV0876'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0142 ***********************************************************************
 JU0142  DESIGNATION -  Y 54
 JU0142  PID         -  JU0142
 JU0142  STATE/COUNTY-  NJ/OCEAN
 JU0142  USGS QUAD   -  SHIP BOTTOM (1972)
 JU0142
 JU0142                         *CURRENT SURVEY CONTROL
 JU0142  ___________________________________________________________________
 JU0142* NAD 83(1986)-  39 39 17.     (N)    074 11 10.     (W)     SCALED    
 JU0142* NAVD 88     -         5.644  (meters)      18.52   (feet)  ADJUSTED  
 JU0142  ___________________________________________________________________
 JU0142  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JU0142  DYNAMIC HT  -           5.642 (meters)      18.51  (feet)  COMP
 JU0142  MODELED GRAV-     980,152.5   (mgal)                       NAVD 88
 JU0142
 JU0142  VERT ORDER  -  FIRST     CLASS I
 JU0142
 JU0142.The horizontal coordinates were scaled from a topographic map and have
 JU0142.an estimated accuracy of +/- 6 seconds.
 JU0142
 JU0142.The orthometric height was determined by differential leveling
 JU0142.and adjusted by the National Geodetic Survey in June 1991..
 JU0142
 JU0142.The geoid height was determined by GEOID03.
 JU0142
 JU0142.The dynamic height is computed by dividing the NAVD 88
 JU0142.geopotential number by the normal gravity value computed on the
 JU0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0142.degrees latitude (g = 980.6199 gals.).
 JU0142
 JU0142.The modeled gravity was interpolated from observed gravity values.
 JU0142
 JU0142;                    North         East    Units  Estimated Accuracy
 JU0142;SPC NJ       -    91,230.      176,940.      MT  (+/- 180 meters Scaled)
 JU0142
 JU0142                          SUPERSEDED SURVEY CONTROL
 JU0142
 JU0142  NGVD 29 (??/??/??)    6.028  (m)           19.78   (f) ADJUSTED    1 1
 JU0142
 JU0142.Superseded values are not recommended for survey control.
 JU0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0142.See file dsdata.txt to determine how the superseded data were derived.
 JU0142
 JU0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ698897(NAD 83)
 JU0142_MARKER: DB = BENCH MARK DISK
 JU0142_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU0142_SP_SET: BRIGE ABUTMENT
 JU0142_STAMPING: Y 54 1961
 JU0142_MARK LOGO: CGS   
 JU0142_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0142+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1996
 JU0142
 JU0142  HISTORY     - Date     Condition        Report By
 JU0142  HISTORY     - 1961     MONUMENTED       CGS
 JU0142  HISTORY     - 1964     GOOD             CGS
 JU0142  HISTORY     - 1987     GOOD             USPSQD
 JU0142  HISTORY     - 19950131 GOOD             NJGS
 JU0142  HISTORY     - 19960709 GOOD             NJGS
 JU0142  HISTORY     - 20031022 GOOD             USGS
 JU0142
 JU0142                          STATION DESCRIPTION
 JU0142
 JU0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0142'1 MI NW FROM SHIP BOTTOM.
 JU0142'ABOUT 0.4 MILE NORTHEAST ALONG LONG BEACH BOULEVARD FROM THE CITY
 JU0142'HALL SHIP BOTTOM, THENCE ABOUT 0.6 MILE NORTHWEST ALONG STATE
 JU0142'HIGHWAY 72, AT THE NORTHWEST ONE OF FOUR BRIDGES IN THE LONG BEACH
 JU0142'CAUSEWAY, SET IN THE TOP NEAR THE NORTHWEST END OF THE NORTHEAST
 JU0142'CONCRETE CURBING ALONG THE NORTHEAST SIDE OF BRIDGE, 4.0 FEET
 JU0142'SOUTHEAST OF THE NORTHWEST END OF THE CURBING, 1.1 FEET NORTHEAST
 JU0142'OF THE SOUTHWEST EDGE OF THE CURBING, 11.5 FEET SOUTHEAST OF THE
 JU0142'NORTHWEST END OF THE CONCRETE BANISTER AND ABOUT 1.0 FOOT ABOVE
 JU0142'THE LEVEL OF THE BRIDGE FLOOR.  NOTE-- THE MARK IS SET DIRECTLY
 JU0142'OVER THE NORTHWEST ABUTMENT OF THE BRIDGE.
 JU0142
 JU0142                          STATION RECOVERY (1987)
 JU0142
 JU0142'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0142'RECOVERED IN GOOD CONDITION.
 JU0142
 JU0142                          STATION RECOVERY (1995)
 JU0142
 JU0142'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0142'RECOVERED AS DESCRIBED.
 JU0142
 JU0142                          STATION RECOVERY (1996)
 JU0142
 JU0142'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU0142'RECOVERED AS DESCRIBED.
 JU0142
 JU0142                          STATION RECOVERY (2003)
 JU0142
 JU0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (PBR)
 JU0142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0279 ***********************************************************************
 JU0279  DESIGNATION -  Y 55
 JU0279  PID         -  JU0279
 JU0279  STATE/COUNTY-  NJ/ATLANTIC
 JU0279  USGS QUAD   -  OCEANVILLE (1989)
 JU0279
 JU0279                         *CURRENT SURVEY CONTROL
 JU0279  ___________________________________________________________________
 JU0279* NAD 83(1986)-  39 29 26.     (N)    074 23 39.     (W)     SCALED    
 JU0279* NAVD 88     -         0.965  (meters)       3.17   (feet)  ADJUSTED  
 JU0279  ___________________________________________________________________
 JU0279  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JU0279  DYNAMIC HT  -           0.964 (meters)       3.16  (feet)  COMP
 JU0279  MODELED GRAV-     980,132.2   (mgal)                       NAVD 88
 JU0279
 JU0279  VERT ORDER  -  SECOND    CLASS 0
 JU0279
 JU0279.The horizontal coordinates were scaled from a topographic map and have
 JU0279.an estimated accuracy of +/- 6 seconds.
 JU0279
 JU0279.The orthometric height was determined by differential leveling
 JU0279.and adjusted by the National Geodetic Survey in June 1991..
 JU0279
 JU0279.The geoid height was determined by GEOID03.
 JU0279
 JU0279.The dynamic height is computed by dividing the NAVD 88
 JU0279.geopotential number by the normal gravity value computed on the
 JU0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0279.degrees latitude (g = 980.6199 gals.).
 JU0279
 JU0279.The modeled gravity was interpolated from observed gravity values.
 JU0279
 JU0279;                    North         East    Units  Estimated Accuracy
 JU0279;SPC NJ       -    72,960.      159,100.      MT  (+/- 180 meters Scaled)
 JU0279
 JU0279                          SUPERSEDED SURVEY CONTROL
 JU0279
 JU0279  NGVD 29 (04/16/92)    1.352  (m)            4.44   (f) ADJUSTED    2 0
 JU0279
 JU0279.Superseded values are not recommended for survey control.
 JU0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0279.See file dsdata.txt to determine how the superseded data were derived.
 JU0279
 JU0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ520713(NAD 83)
 JU0279_MARKER: DB = BENCH MARK DISK
 JU0279_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU0279_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JU0279_STAMPING: Y 55 1961
 JU0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0279
 JU0279  HISTORY     - Date     Condition        Report By
 JU0279  HISTORY     - 1961     MONUMENTED       CGS
 JU0279
 JU0279                          STATION DESCRIPTION
 JU0279
 JU0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0279'3.4 MI ENE FROM SMITHVILLE.
 JU0279'1.5 MILE EAST ON COUNTY ROAD 561 FROM THE JUNCTION OF U.S.
 JU0279'HIGHWAY 9 AT SMITHVILLE, THENCE 0.45 MILE EAST AND NORTHEAST ON
 JU0279'DIRT ROAD LEADING TO LEEDS POINT BOAT DOCKS, THENCE ABOUT 1.4
 JU0279'MILE NORTHEASTERLY ACROSS SWAMP TO BROAD CREEK, ABOUT 900 FEET
 JU0279'SOUTHEAST OF THE MOUTH OF BROAD CREEK AT GREAT BAY, 64 YARDS
 JU0279'SOUTHWEST OF THE SOUTHWEST SIDE OF GREAT BAY AND 42 FEET SOUTHEAST
 JU0279'OF THE SOUTHEAST BANK OF BROAD CREEK.  A DISK BRAZED TO THE TOP
 JU0279'OF A 5 FOOT LONG 3 INCH GALVANIZED IRON PIPE PROJECTING 4
 JU0279'INCHES.  NOTE-- THIS MARK CAN BE REACHED ONLY BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0495 ***********************************************************************
 JU0495  DESIGNATION -  Y 56
 JU0495  PID         -  JU0495
 JU0495  STATE/COUNTY-  NJ/ATLANTIC
 JU0495  USGS QUAD   -  MARMORA (1994)
 JU0495
 JU0495                         *CURRENT SURVEY CONTROL
 JU0495  ___________________________________________________________________
 JU0495* NAD 83(1986)-  39 19 22.     (N)    074 38 19.     (W)     SCALED    
 JU0495* NAVD 88     -         1.974  (meters)       6.48   (feet)  ADJUSTED  
 JU0495  ___________________________________________________________________
 JU0495  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 JU0495  DYNAMIC HT  -           1.973 (meters)       6.47  (feet)  COMP
 JU0495  MODELED GRAV-     980,107.2   (mgal)                       NAVD 88
 JU0495
 JU0495  VERT ORDER  -  FIRST     CLASS II
 JU0495
 JU0495.The horizontal coordinates were scaled from a topographic map and have
 JU0495.an estimated accuracy of +/- 6 seconds.
 JU0495
 JU0495.The orthometric height was determined by differential leveling
 JU0495.and adjusted by the National Geodetic Survey in June 1991..
 JU0495.WARNING-Repeat measurements at this control monument indicate possible
 JU0495.vertical movement.
 JU0495
 JU0495.The geoid height was determined by GEOID03.
 JU0495
 JU0495.The dynamic height is computed by dividing the NAVD 88
 JU0495.geopotential number by the normal gravity value computed on the
 JU0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0495.degrees latitude (g = 980.6199 gals.).
 JU0495
 JU0495.The modeled gravity was interpolated from observed gravity values.
 JU0495
 JU0495;                    North         East    Units  Estimated Accuracy
 JU0495;SPC NJ       -    54,340.      138,050.      MT  (+/- 180 meters Scaled)
 JU0495
 JU0495                          SUPERSEDED SURVEY CONTROL
 JU0495
 JU0495  NGVD 29 (01/10/92)    2.369  (m)            7.77   (f) ADJUSTED    1 2
 JU0495
 JU0495.Superseded values are not recommended for survey control.
 JU0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0495.See file dsdata.txt to determine how the superseded data were derived.
 JU0495
 JU0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ311526(NAD 83)
 JU0495_MARKER: DB = BENCH MARK DISK
 JU0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0495_STAMPING: Y 56 1961
 JU0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0495+STABILITY: SURFACE MOTION
 JU0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0495+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 JU0495
 JU0495  HISTORY     - Date     Condition        Report By
 JU0495  HISTORY     - 1961     MONUMENTED       CGS
 JU0495  HISTORY     - 1974     POOR             LOCENG
 JU0495  HISTORY     - 1979     GOOD             NGS
 JU0495  HISTORY     - 20060427 GOOD             CANJDE
 JU0495
 JU0495                          STATION DESCRIPTION
 JU0495
 JU0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0495'2.3 MI NW FROM SOMERS POINT.
 JU0495'2.3 MILES NORTHWEST ON COUNTY ROAD 559 FROM THE JUNCTION WITH
 JU0495'STATE HIGHWAY 52 IN SOMERS POINT.  1.2 MILE NORTHWEST OF THE
 JU0495'GARDEN STATE PARKWAY, 158 FEET SOUTH OF THE CENTER OF THE
 JU0495'DRIVEWAY TO A MOTEL, 74 FEET NORTH OF POWER LINE POLE P 32394
 JU0495'AND 22 FEET WEST OF THE CENTER LINE OF HIGHWAY 52.  SET IN THE
 JU0495'TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL WITH
 JU0495'COUNTY ROAD 559.
 JU0495
 JU0495                          STATION RECOVERY (1974)
 JU0495
 JU0495'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 JU0495'MARK RECOVERED IN POOR CONDITION.
 JU0495
 JU0495                          STATION RECOVERY (1979)
 JU0495
 JU0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0495'NOTE, MOTEL IS NOW GONE AND THE POWER POLE NUMBER IS 32594 NOT
 JU0495'32394, ADD 89 FEET SOUTH OF POWER POLE NUMBER BT 1586-23.
 JU0495
 JU0495                          STATION RECOVERY (2006)
 JU0495
 JU0495'RECOVERY NOTE BY   2006 (GAC)
 JU0495'LOCATED AT MILEPOST 2.4 ON ATLANTIC COUNTY ROUTE 559. DISK HAS BEEN
 JU0495'HIT BY LAWNMOWERS AND IS MARRED AND DIFFICULT TO READ.  STATION
 JU0495'APPEARS TO BE UNDISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0404 ***********************************************************************
 JU0404  DESIGNATION -  Y 57 RESET 1971
 JU0404  PID         -  JU0404
 JU0404  STATE/COUNTY-  NJ/CAPE MAY
 JU0404  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0404
 JU0404                         *CURRENT SURVEY CONTROL
 JU0404  ___________________________________________________________________
 JU0404* NAD 83(1986)-  39 09 13.     (N)    074 41 48.     (W)     SCALED    
 JU0404* NAVD 88     -         2.120  (meters)       6.96   (feet)  ADJUSTED  
 JU0404  ___________________________________________________________________
 JU0404  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 JU0404  DYNAMIC HT  -           2.119 (meters)       6.95  (feet)  COMP
 JU0404  MODELED GRAV-     980,075.0   (mgal)                       NAVD 88
 JU0404
 JU0404  VERT ORDER  -  FIRST     CLASS II
 JU0404
 JU0404.The horizontal coordinates were scaled from a topographic map and have
 JU0404.an estimated accuracy of +/- 6 seconds.
 JU0404
 JU0404.The orthometric height was determined by differential leveling
 JU0404.and adjusted by the National Geodetic Survey in June 1991..
 JU0404
 JU0404.The geoid height was determined by GEOID03.
 JU0404
 JU0404.The dynamic height is computed by dividing the NAVD 88
 JU0404.geopotential number by the normal gravity value computed on the
 JU0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0404.degrees latitude (g = 980.6199 gals.).
 JU0404
 JU0404.The modeled gravity was interpolated from observed gravity values.
 JU0404
 JU0404;                    North         East    Units  Estimated Accuracy
 JU0404;SPC NJ       -    35,570.      133,000.      MT  (+/- 180 meters Scaled)
 JU0404
 JU0404                          SUPERSEDED SURVEY CONTROL
 JU0404
 JU0404  NGVD 29 (01/10/92)    2.506  (m)            8.22   (f) ADJUSTED    1 2
 JU0404
 JU0404.Superseded values are not recommended for survey control.
 JU0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0404.See file dsdata.txt to determine how the superseded data were derived.
 JU0404
 JU0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ262338(NAD 83)
 JU0404_MARKER: DB = BENCH MARK DISK
 JU0404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0404_SP_SET: FOUNDATION
 JU0404_STAMPING: Y 57 RESET 1971
 JU0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0404
 JU0404  HISTORY     - Date     Condition        Report By
 JU0404  HISTORY     - 1971     MONUMENTED       NGS
 JU0404  HISTORY     - 1979     GOOD             NGS
 JU0404  HISTORY     - 20060128 MARK NOT FOUND   GEOCAC
 JU0404
 JU0404                          STATION DESCRIPTION
 JU0404
 JU0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JU0404'AT SEA ISLE CITY.
 JU0404'SET VERTICALLY IN A DRILL HOLE IN CONCRETE FOUNDATION OF THE
 JU0404'NEW SCHOOL BUILDING, JUST ABOVE THE SECOND STEP OF THE NORTH
 JU0404'ENTRANCE OF TWO ON THE EAST SIDE OF THE BUILDING.  IT IS 1.5
 JU0404'FEET ABOVE GROUND LEVEL, 1.9 FEET NORTHWEST OF CORNER OF BUILDING
 JU0404'WING, 32.9 FEET SOUTHWEST OF THE NORTHEAST CORNER OF SCHOOL
 JU0404'BUILDING, 84 FEET SOUTHWEST OF THE CENTERLINE OF 45TH STREET,
 JU0404'AND 243 FEET NORTHWEST OF THE CENTERLINE OF CENTRAL AVENUE.
 JU0404
 JU0404                          STATION RECOVERY (1979)
 JU0404
 JU0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0404'RECOVERED IN GOOD CONDITION.
 JU0404
 JU0404                          STATION RECOVERY (2006)
 JU0404
 JU0404'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0404'THE DESCRIBED LOCATION IS COVERED BY A CONCRETE WHEELCHAIR RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0994 ***********************************************************************
 JU0994  DESIGNATION -  Y 58
 JU0994  PID         -  JU0994
 JU0994  STATE/COUNTY-  NJ/CUMBERLAND
 JU0994  USGS QUAD   -  DIVIDING CREEK (1986)
 JU0994
 JU0994                         *CURRENT SURVEY CONTROL
 JU0994  ___________________________________________________________________
 JU0994* NAD 83(1996)-  39 22 21.75869(N)    075 04 04.18968(W)     ADJUSTED  
 JU0994* NAVD 88     -        24.476  (meters)      80.30   (feet)  ADJUSTED  
 JU0994  ___________________________________________________________________
 JU0994  X           -   1,272,188.396 (meters)                     COMP
 JU0994  Y           -  -4,770,454.876 (meters)                     COMP
 JU0994  Z           -   4,024,382.842 (meters)                     COMP
 JU0994  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 JU0994  ELLIP HEIGHT-          -9.45  (meters)          (10/23/02) GPS OBS
 JU0994  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JU0994  DYNAMIC HT  -          24.464 (meters)      80.26  (feet)  COMP
 JU0994  MODELED GRAV-     980,120.9   (mgal)                       NAVD 88
 JU0994
 JU0994  HORZ ORDER  -  FIRST
 JU0994  VERT ORDER  -  SECOND    CLASS 0
 JU0994  ELLP ORDER  -  FOURTH    CLASS I
 JU0994
 JU0994.This mark is at Millville Airport (MIV)
 JU0994
 JU0994.The horizontal coordinates were established by GPS observations
 JU0994.and adjusted by the National Geodetic Survey in May 1999..
 JU0994
 JU0994.The orthometric height was determined by differential leveling
 JU0994.and adjusted by the National Geodetic Survey in June 1991..
 JU0994
 JU0994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0994
 JU0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0994
 JU0994.The ellipsoidal height was determined by GPS observations
 JU0994.and is referenced to NAD 83.
 JU0994
 JU0994.The geoid height was determined by GEOID03.
 JU0994
 JU0994.The dynamic height is computed by dividing the NAVD 88
 JU0994.geopotential number by the normal gravity value computed on the
 JU0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0994.degrees latitude (g = 980.6199 gals.).
 JU0994
 JU0994.The modeled gravity was interpolated from observed gravity values.
 JU0994
 JU0994;                    North         East     Units Scale Factor Converg.
 JU0994;SPC NJ       -    60,028.113   101,074.728   MT  0.99992946   -0 21 36.8
 JU0994;SPC NJ       -   196,942.23    331,609.34   sFT  0.99992946   -0 21 36.8
 JU0994;UTM  18      - 4,358,140.215   494,157.380   MT  0.99960042   -0 02 34.9
 JU0994
 JU0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0994!SPC NJ       -   1.00000148  x   0.99992946  =   0.99993094
 JU0994!UTM  18      -   1.00000148  x   0.99960042  =   0.99960190
 JU0994
 JU0994                          SUPERSEDED SURVEY CONTROL
 JU0994
 JU0994  ELLIP H (05/14/99)   -9.46   (m)                       GP(       ) 4 1
 JU0994  ELLIP H (10/16/98)   -9.46   (m)                       GP(       ) 3 1
 JU0994  ELLIP H (08/04/95)   -9.50   (m)                       GP(       ) 3 1
 JU0994  NAD 83(1992)-  39 22 21.75804(N)    075 04 04.18924(W) AD(       ) 1
 JU0994  NAVD 88 (08/31/93)   24.48   (m)           80.3    (f) LEVELING    3  
 JU0994  NGVD 29 (04/16/92)   24.807  (m)           81.39   (f) ADJUSTED    2 0
 JU0994
 JU0994.Superseded values are not recommended for survey control.
 JU0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0994.See file dsdata.txt to determine how the superseded data were derived.
 JU0994
 JU0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9415758140(NAD 83)
 JU0994_MARKER: DB = BENCH MARK DISK
 JU0994_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU0994_SP_SET: SMALL STRUCTURE
 JU0994_STAMPING: Y 58 1961
 JU0994_MARK LOGO: CGS   
 JU0994_PROJECTION: FLUSH
 JU0994_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0994+STABILITY: SURFACE MOTION
 JU0994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0994+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 JU0994
 JU0994  HISTORY     - Date     Condition        Report By
 JU0994  HISTORY     - 1961     MONUMENTED       CGS
 JU0994  HISTORY     - 1981     GOOD             USGS
 JU0994  HISTORY     - 19921209 GOOD             NJGS
 JU0994  HISTORY     - 19940830 GOOD             NJGS
 JU0994  HISTORY     - 19970121 GOOD             NGS
 JU0994  HISTORY     - 20051114 GOOD             INDIV
 JU0994
 JU0994                          STATION DESCRIPTION
 JU0994
 JU0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0994'2.6 MI SW FROM MILLVILLE.
 JU0994'1.95 MILE SOUTHWEST ON THE MILLVILLE TO NEWPORT ROAD FROM THE
 JU0994'JUNCTION OF MAIN AVENUE AND CEDAR STREET IN MILLVILLE TO THE
 JU0994'MILLVILLE AIRPORT ENTRANCE THENCE 0.35 MILE SOUTH TO THE AIRPORT
 JU0994'OFFICE, 0.3 MILE SOUTHEAST OF THE BEACON LIGHT TOWER, 32.7 FEET
 JU0994'SOUTHEAST OF THE SOUTHEAST CORNER OF HANGER NO. T 271 AND SET IN
 JU0994'A DRILL HOLE IN ABANDONED CONCRETE FOUNDATION OF A BUILDING NOW
 JU0994'USED AS PART OF THE APRON FOR THE HANGER.
 JU0994
 JU0994                          STATION RECOVERY (1981)
 JU0994
 JU0994'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 JU0994'RECOVERED IN GOOD CONDITION.
 JU0994
 JU0994                          STATION RECOVERY (1992)
 JU0994
 JU0994'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 JU0994'THE STATION IS LOCATED IN THE CITY OF MILLVILLE WITHIN THE BOUNDARY OF
 JU0994'THE MILLVILLE MUNICIPAL AIRPORT.  PERMISSION TO OCCUPY THE STATION
 JU0994'SHOULD BE OBTAINED FROM MR. LEWIS B. FINCH, JR., AIRPORT
 JU0994'ADMINISTRATOR, P.O. BOX 65, MILLVILLE, NEW JERSEY 08332, PHONE  609
 JU0994'825 1244.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 JU0994'HIGHWAY 49 AND THE EXIT RAMP LEADING FROM STATE HIGHWAY 55 AT
 JU0994'INTERCHANGE 24, GO WEST ON STATE HIGHWAY 49 FOR 1.35 MI (2.17 KM) TO
 JU0994'THE JUNCTION WITH STATE HIGHWAY 47.  CONTINUE WEST ON STATE HIGHWAY
 JU0994'49 FOR 0.25 MI (0.40 KM) TO THE JUNCTION WITH CEDAR STREET, COUNTY
 JU0994'ROAD 555, ON THE LEFT.  TURN LEFT AND GO SOUTHWEST ON CEDAR STREET
 JU0994'FOR 0.2 MI (0.3 KM) TO THE JUNCTION WITH CEDARVILLE ROAD, COUNTY ROAD
 JU0994'610.  CONTINUE AHEAD ON CEDARVILLE ROAD FOR 1.9 MI (3.1 KM) TO THE
 JU0994'TEE JUNCTION WITH BOGDEN BOULEVARD ON THE LEFT AND THE ENTRANCE TO
 JU0994'THE MILLVILLE MUNICIPAL AIRPORT.  TURN LEFT AND GO SOUTHEAST ON
 JU0994'BOGDEN BOULEVARD FOR 0.4 MI (0.6 KM) TO THE TEE JUNCTION WITH LEEDON
 JU0994'STREET ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON LEDDON STREET FOR
 JU0994'0.15 TO A CROSSROADS INTERSECTION WITH REEVES STREET.  TURN LEFT AND
 JU0994'GO 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT, SET FLUSH WITH THE
 JU0994'GROUND IN A CUTOUT IN THE ASPHALT PAVING OF AN APRON IN FRONT OF A
 JU0994'SINGLE STORY BLOCK HANGAR.  THE STATION IS 24.0 FT (7.3 M) WEST FROM
 JU0994'THE NORTHWEST CORNER OF THE HANGAR BUILDING, 32.0 FT (9.8 M) SOUTH
 JU0994'SOUTHEAST FROM AN ORANGE CARSONITE WITNESS POST, 28.1 FT (8.6 M)
 JU0994'SOUTH FROM GUY POLE NUMBER B 47464, 125.6 FT (38.3 M) NORTHWEST FROM A
 JU0994'FIRE HYDRANT PAINTED YELLOW, 71.3 FT (21.7 M) SOUTH SOUTHEAST FROM
 JU0994'THE SOUTHEAST CORNER OF A 50 FT (15.2 M) HIGH SQUARE BRICK CHIMNEY,
 JU0994'95.3 FT (29.0 M) NORTH NORTHEAST FROM GUY POLE NUMBER B 41729, 86.0
 JU0994'FT (26.2 M) NORTH FROM A METAL INLET, SET FLUSH WITH THE PAVING AND
 JU0994'9.0 FT (2.7 M) SOUTHEAST FROM THE WEST EDGE OF THE ASPHALT PAVED
 JU0994'APRON.
 JU0994
 JU0994                          STATION RECOVERY (1994)
 JU0994
 JU0994'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU0994'THE STATION IS LOCATED IN THE CITY OF MILLVILLE WITHIN THE BOUNDARY OF
 JU0994'THE MILLVILLE MUNICIPAL AIRPORT.  PERMISSION TO OCCUPY THE STATION
 JU0994'SHOULD BE OBTAINED FROM MR. LEWIS B. FINCH, JR., AIRPORT
 JU0994'ADMINISTRATOR, P.O. BOX 65, MILLVILLE, NEW JERSEY 08332, PHONE  609
 JU0994'825 1244.  TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 JU0994'49 AND THE EXIT RAMP LEADING FROM STATE HIGHWAY 55 AT INTERCHANGE 24,
 JU0994'GO WEST ON STATE HIGHWAY 49 FOR 1.35 MI (2.17 KM) TO THE JUNCTION WITH
 JU0994'STATE HIGHWAY 47.  CONTINUE WEST ON STATE HIGHWAY 49 FOR 0.25 MI (0.40
 JU0994'KM) TO THE JUNCTION WITH CEDAR STREET, COUNTY ROAD 555, ON THE LEFT.
 JU0994'TURN LEFT AND GO SOUTHWEST ON CEDAR STREET FOR 0.2 MI (0.3 KM) TO THE
 JU0994'JUNCTION WITH CEDARVILLE ROAD, COUNTY ROAD 610.  CONTINUE AHEAD ON
 JU0994'CEDARVILLE ROAD FOR 1.9 MI (3.1 KM) TO THE TEE JUNCTION WITH BOGDEN
 JU0994'BOULEVARD ON THE LEFT AND THE ENTRANCE TO THE MILLVILLE MUNICIPAL
 JU0994'AIRPORT.  TURN LEFT AND GO SOUTHEAST ON BOGDEN BOULEVARD FOR 0.4 MI
 JU0994'(0.6 KM) TO THE TEE JUNCTION WITH LEEDON STREET ON THE RIGHT.  TURN
 JU0994'RIGHT AND GO SOUTH ON LEDDON STREET FOR 0.15 TO A CROSSROADS
 JU0994'INTERSECTION WITH REEVES STREET.  TURN LEFT AND GO 0.05 MI (0.08 KM)
 JU0994'TO THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND IN A CUTOUT IN
 JU0994'THE ASPHALT PAVING OF AN APRON IN FRONT OF A SINGLE STORY BLOCK
 JU0994'HANGAR.  THE STATION IS 24.0 FT (7.3 M) WEST FROM THE NORTHWEST CORNER
 JU0994'OF THE HANGAR BUILDING, 32.0 FT (9.8 M) SOUTH SOUTHEAST FROM AN ORANGE
 JU0994'CARSONITE WITNESS POST, 28.1 FT (8.6 M) SOUTH FROM GUY POLE NUMBER B
 JU0994'47464, 125.6 FT (38.3 M) NORTHWEST FROM A FIRE HYDRANT PAINTED YELLOW,
 JU0994'71.3 FT (21.7 M) SOUTH SOUTHEAST FROM THE SOUTHEAST CORNER OF A 50 FT
 JU0994'(15.2 M) HIGH SQUARE BRICK CHIMNEY, 95.3 FT (29.0 M) NORTH NORTHEAST
 JU0994'FROM GUY POLE NUMBER B 41729, 86.0 FT (26.2 M) NORTH FROM A METAL
 JU0994'INLET, SET FLUSH WITH THE PAVING AND 9.0 FT (2.7 M) SOUTHEAST FROM THE
 JU0994'WEST EDGE OF THE ASPHALT PAVED APRON.
 JU0994
 JU0994                          STATION RECOVERY (1997)
 JU0994
 JU0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 JU0994'RECOVERED AS DESCRIBED.
 JU0994
 JU0994                          STATION RECOVERY (2005)
 JU0994
 JU0994'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JFP)
 JU0994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0978 ***********************************************************************
 JU0978  DESIGNATION -  Y 59
 JU0978  PID         -  JU0978
 JU0978  STATE/COUNTY-  NJ/CUMBERLAND
 JU0978  USGS QUAD   -  SHILOH (1993)
 JU0978
 JU0978                         *CURRENT SURVEY CONTROL
 JU0978  ___________________________________________________________________
 JU0978* NAD 83(1986)-  39 24 49.     (N)    075 20 52.     (W)     SCALED    
 JU0978* NAVD 88     -         4.868  (meters)      15.97   (feet)  ADJUSTED  
 JU0978  ___________________________________________________________________
 JU0978  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JU0978  DYNAMIC HT  -           4.865 (meters)      15.96  (feet)  COMP
 JU0978  MODELED GRAV-     980,116.7   (mgal)                       NAVD 88
 JU0978
 JU0978  VERT ORDER  -  SECOND    CLASS 0
 JU0978
 JU0978.The horizontal coordinates were scaled from a topographic map and have
 JU0978.an estimated accuracy of +/- 6 seconds.
 JU0978
 JU0978.The orthometric height was determined by differential leveling
 JU0978.and adjusted by the National Geodetic Survey in June 1991..
 JU0978
 JU0978.The geoid height was determined by GEOID03.
 JU0978
 JU0978.The dynamic height is computed by dividing the NAVD 88
 JU0978.geopotential number by the normal gravity value computed on the
 JU0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0978.degrees latitude (g = 980.6199 gals.).
 JU0978
 JU0978.The modeled gravity was interpolated from observed gravity values.
 JU0978
 JU0978;                    North         East    Units  Estimated Accuracy
 JU0978;SPC NJ       -    64,760.       77,000.      MT  (+/- 180 meters Scaled)
 JU0978
 JU0978                          SUPERSEDED SURVEY CONTROL
 JU0978
 JU0978  NGVD 29 (04/16/92)    5.170  (m)           16.96   (f) ADJUSTED    2 0
 JU0978
 JU0978.Superseded values are not recommended for survey control.
 JU0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0978.See file dsdata.txt to determine how the superseded data were derived.
 JU0978
 JU0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ700627(NAD 83)
 JU0978_MARKER: DB = BENCH MARK DISK
 JU0978_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JU0978_SP_SET: BRIDGE WINGWALL
 JU0978_STAMPING: Y 59 1961
 JU0978_MARK LOGO: CGS   
 JU0978_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0978+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1998
 JU0978
 JU0978  HISTORY     - Date     Condition        Report By
 JU0978  HISTORY     - 1961     MONUMENTED       CGS
 JU0978  HISTORY     - 1981     GOOD             USGS
 JU0978  HISTORY     - 19950129 GOOD             USPSQD
 JU0978  HISTORY     - 19980915 GOOD             NJGS
 JU0978
 JU0978                          STATION DESCRIPTION
 JU0978
 JU0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0978'AT OTHELLO.
 JU0978'0.45 MILE SOUTHWEST OF BENCH MARK X 59.  15 FEET SOUTHWEST OF THE
 JU0978'CENTER LINE OF THE BLACKTOPPED ROAD AND SET IN A DRILL HOLE IN THE
 JU0978'SOUTHWEST WINGWALL AT THE NORTHWEST END OF THE CONCRETE BRIDGE
 JU0978'OVER PINE MOUNT CREEK AND ABOUT LEVEL WITH THE ROAD.
 JU0978
 JU0978                          STATION RECOVERY (1981)
 JU0978
 JU0978'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 JU0978'RECOVERED IN GOOD CONDITION.
 JU0978
 JU0978                          STATION RECOVERY (1995)
 JU0978
 JU0978'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0978'RECOVERED IN GOOD CONDITION.
 JU0978
 JU0978                          STATION RECOVERY (1998)
 JU0978
 JU0978'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 JU0978'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0069 ***********************************************************************
 JU0069  DESIGNATION -  Y 6
 JU0069  PID         -  JU0069
 JU0069  STATE/COUNTY-  NJ/OCEAN
 JU0069  USGS QUAD   -  FORKED RIVER (1989)
 JU0069
 JU0069                         *CURRENT SURVEY CONTROL
 JU0069  ___________________________________________________________________
 JU0069* NAD 83(1986)-  39 45 30.     (N)    074 13 20.     (W)     SCALED    
 JU0069* NAVD 88     -        12.394  (meters)      40.66   (feet)  ADJUSTED  
 JU0069  ___________________________________________________________________
 JU0069  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JU0069  DYNAMIC HT  -          12.388 (meters)      40.64  (feet)  COMP
 JU0069  MODELED GRAV-     980,168.8   (mgal)                       NAVD 88
 JU0069
 JU0069  VERT ORDER  -  FIRST     CLASS I
 JU0069
 JU0069.The horizontal coordinates were scaled from a topographic map and have
 JU0069.an estimated accuracy of +/- 6 seconds.
 JU0069
 JU0069.The orthometric height was determined by differential leveling
 JU0069.and adjusted by the National Geodetic Survey in June 1991..
 JU0069
 JU0069.The geoid height was determined by GEOID03.
 JU0069
 JU0069.The dynamic height is computed by dividing the NAVD 88
 JU0069.geopotential number by the normal gravity value computed on the
 JU0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0069.degrees latitude (g = 980.6199 gals.).
 JU0069
 JU0069.The modeled gravity was interpolated from observed gravity values.
 JU0069
 JU0069;                    North         East    Units  Estimated Accuracy
 JU0069;SPC NJ       -   102,720.      173,800.      MT  (+/- 180 meters Scaled)
 JU0069
 JU0069                          SUPERSEDED SURVEY CONTROL
 JU0069
 JU0069  NGVD 29 (04/16/92)   12.770  (m)           41.90   (f) ADJUSTED    1 1
 JU0069
 JU0069.Superseded values are not recommended for survey control.
 JU0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0069.See file dsdata.txt to determine how the superseded data were derived.
 JU0069
 JU0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK666012(NAD 83)
 JU0069_MARKER: DB = BENCH MARK DISK
 JU0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0069_SP_SET: TURNTABLE
 JU0069_STAMPING: Y 6 1930 41.988
 JU0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0069
 JU0069  HISTORY     - Date     Condition        Report By
 JU0069  HISTORY     - 1930     MONUMENTED       CGS
 JU0069  HISTORY     - 1964     GOOD             CGS
 JU0069  HISTORY     - 1979     GOOD             NGS
 JU0069  HISTORY     - 1984     GOOD             USPSQD
 JU0069  HISTORY     - 1987     GOOD             USPSQD
 JU0069  HISTORY     - 1987     GOOD             USPSQD
 JU0069  HISTORY     - 19961114 MARK NOT FOUND   USPSQD
 JU0069
 JU0069                          STATION DESCRIPTION
 JU0069
 JU0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0069'0.4 MI NE FROM BARNEGAT.
 JU0069'ABOUT 0.25 MILE NORTHEAST ALONG U.S. HIGHWAY 9 FROM THE GRADE
 JU0069'SCHOOL AT BARNEGAT, THENCE ABOUT 0.1 MILE WEST ALONG A BLACK
 JU0069'TOP ROAD, NEAR THE CROSSING OF CENTRAL RAILROAD OF NEW JERSEY,
 JU0069'236.0 FEET SOUTHWEST ALONG THE TRACKS FROM THE CENTER OF THE
 JU0069'CROSSING, 70.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, SET IN
 JU0069'THE TOP AT THE NORTHWEST SIDE OF THE CIRCULAR CONCRETE WALL OF
 JU0069'THE ABANDONED TURNTABLE, 1.6 FEET NORTHWEST OF A METAL WITNESS
 JU0069'POST AND ABOUT LEVEL WITH THE GROUND.
 JU0069
 JU0069                          STATION RECOVERY (1979)
 JU0069
 JU0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0069'NOTE--TRACKS ARE NOW GONE  ADD-
 JU0069'197 FEET EAST AND ACROSS DOUBLE DIRT ROADS FROM THE SOUTHEAST CORNER
 JU0069'OF HOUSE NUMBER 149.
 JU0069
 JU0069                          STATION RECOVERY (1984)
 JU0069
 JU0069'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0069'ABOUT 0.1 MILE WEST ON ROSE HILL ROAD, A FOOT PATH ON THE LEFT WAS
 JU0069'TAKEN THROUGH THE BRUSH THAT LED TO THE TURN TABLE IN WHICH THE MARK
 JU0069'WAS SET. THE WITNESS POST WAS FOUND BADLY RUSTED.
 JU0069
 JU0069                          STATION RECOVERY (1987)
 JU0069
 JU0069'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0069'RECOVERED IN GOOD CONDITION.
 JU0069
 JU0069                          STATION RECOVERY (1987)
 JU0069
 JU0069'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0069'RECOVERED IN GOOD CONDITION.
 JU0069
 JU0069                          STATION RECOVERY (1996)
 JU0069
 JU0069'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0545 ***********************************************************************
 JU0545  DESIGNATION -  Y 62
 JU0545  PID         -  JU0545
 JU0545  STATE/COUNTY-  NJ/CAMDEN
 JU0545  USGS QUAD   -  CLEMENTON (1981)
 JU0545
 JU0545                         *CURRENT SURVEY CONTROL
 JU0545  ___________________________________________________________________
 JU0545* NAD 83(1986)-  39 46 17.     (N)    074 56 56.     (W)     SCALED    
 JU0545* NAVD 88     -        42.999  (meters)     141.07   (feet)  ADJUSTED  
 JU0545  ___________________________________________________________________
 JU0545  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU0545  DYNAMIC HT  -          42.979 (meters)     141.01  (feet)  COMP
 JU0545  MODELED GRAV-     980,151.3   (mgal)                       NAVD 88
 JU0545
 JU0545  VERT ORDER  -  FIRST     CLASS I
 JU0545
 JU0545.The horizontal coordinates were scaled from a topographic map and have
 JU0545.an estimated accuracy of +/- 6 seconds.
 JU0545
 JU0545.The orthometric height was determined by differential leveling
 JU0545.and adjusted by the National Geodetic Survey in June 1991..
 JU0545
 JU0545.The geoid height was determined by GEOID03.
 JU0545
 JU0545.The dynamic height is computed by dividing the NAVD 88
 JU0545.geopotential number by the normal gravity value computed on the
 JU0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0545.degrees latitude (g = 980.6199 gals.).
 JU0545
 JU0545.The modeled gravity was interpolated from observed gravity values.
 JU0545
 JU0545;                    North         East    Units  Estimated Accuracy
 JU0545;SPC NJ       -   104,230.      111,540.      MT  (+/- 180 meters Scaled)
 JU0545
 JU0545                          SUPERSEDED SURVEY CONTROL
 JU0545
 JU0545  NGVD 29 (??/??/??)   43.356  (m)          142.24   (f) ADJUSTED    1 1
 JU0545
 JU0545.Superseded values are not recommended for survey control.
 JU0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0545.See file dsdata.txt to determine how the superseded data were derived.
 JU0545
 JU0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK043023(NAD 83)
 JU0545_MARKER: DB = BENCH MARK DISK
 JU0545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0545_SP_SET: CULVERT
 JU0545_STAMPING: Y 62 1963
 JU0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0545
 JU0545  HISTORY     - Date     Condition        Report By
 JU0545  HISTORY     - 1963     MONUMENTED       CGS
 JU0545  HISTORY     - 1964     GOOD             CGS
 JU0545  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 JU0545
 JU0545                          STATION DESCRIPTION
 JU0545
 JU0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0545'1.6 MI NW FROM WILLIAMSTOWN JCT.
 JU0545'1.6 MILES NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0545'FROM THE STATION AT WILLIAMSTOWN JUNCTION, SET ON TOP OF THE
 JU0545'SOUTHEAST END OF THE SOUTHWEST HEAD WALL FOR A 6-FOOT CONCRETE
 JU0545'BOX CULVERT OVER GREAT EGG HARBOR RIVER, 25.5 FEET SOUTHWEST OF
 JU0545'SOUTHWEST RAIL, AND ABOUT 1 FOOT BELOW LEVEL OF TRACK.
 JU0545
 JU0545                          STATION RECOVERY (1983)
 JU0545
 JU0545'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JU0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0569 ***********************************************************************
 JU0569  DESIGNATION -  Y 63
 JU0569  PID         -  JU0569
 JU0569  STATE/COUNTY-  NJ/ATLANTIC
 JU0569  USGS QUAD   -  EGG HARBOR CITY (1977)
 JU0569
 JU0569                         *CURRENT SURVEY CONTROL
 JU0569  ___________________________________________________________________
 JU0569* NAD 83(1996)-  39 35 26.73119(N)    074 44 26.81726(W)     ADJUSTED  
 JU0569* NAVD 88     -        24.390  (meters)      80.02   (feet)  ADJUSTED  
 JU0569  ___________________________________________________________________
 JU0569  X           -   1,295,346.511 (meters)                     COMP
 JU0569  Y           -  -4,748,265.742 (meters)                     COMP
 JU0569  Z           -   4,043,067.951 (meters)                     COMP
 JU0569  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 JU0569  ELLIP HEIGHT-          -9.12  (meters)          (10/23/02) GPS OBS
 JU0569  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JU0569  DYNAMIC HT  -          24.378 (meters)      79.98  (feet)  COMP
 JU0569  MODELED GRAV-     980,132.0   (mgal)                       NAVD 88
 JU0569
 JU0569  HORZ ORDER  -  FIRST
 JU0569  VERT ORDER  -  FIRST     CLASS I
 JU0569  ELLP ORDER  -  FOURTH    CLASS I
 JU0569
 JU0569.The horizontal coordinates were established by GPS observations
 JU0569.and adjusted by the National Geodetic Survey in May 1999..
 JU0569
 JU0569.The orthometric height was determined by differential leveling
 JU0569.and adjusted by the National Geodetic Survey in June 1991..
 JU0569
 JU0569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0569
 JU0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0569
 JU0569.The ellipsoidal height was determined by GPS observations
 JU0569.and is referenced to NAD 83.
 JU0569
 JU0569.The geoid height was determined by GEOID03.
 JU0569
 JU0569.The dynamic height is computed by dividing the NAVD 88
 JU0569.geopotential number by the normal gravity value computed on the
 JU0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0569.degrees latitude (g = 980.6199 gals.).
 JU0569
 JU0569.The modeled gravity was interpolated from observed gravity values.
 JU0569
 JU0569;                    North         East     Units Scale Factor Converg.
 JU0569;SPC NJ       -    84,108.293   129,318.486   MT  0.99990526   -0 09 12.4
 JU0569;SPC NJ       -   275,945.29    424,272.40   sFT  0.99990526   -0 09 12.4
 JU0569;UTM  18      - 4,382,369.129   522,258.259   MT  0.99960610   +0 09 54.7
 JU0569
 JU0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0569!SPC NJ       -   1.00000143  x   0.99990526  =   0.99990669
 JU0569!UTM  18      -   1.00000143  x   0.99960610  =   0.99960753
 JU0569
 JU0569                          SUPERSEDED SURVEY CONTROL
 JU0569
 JU0569  ELLIP H (05/14/99)   -9.14   (m)                       GP(       ) 4 1
 JU0569  NAD 83(1992)-  39 35 26.72100(N)    074 44 26.81658(W) AD(       ) 1
 JU0569  NAVD 88 (02/08/94)   24.39   (m)           80.0    (f) LEVELING    3  
 JU0569  NGVD 29 (??/??/??)   24.759  (m)           81.23   (f) ADJUSTED    1 1
 JU0569
 JU0569.Superseded values are not recommended for survey control.
 JU0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0569.See file dsdata.txt to determine how the superseded data were derived.
 JU0569
 JU0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2225882369(NAD 83)
 JU0569_MARKER: DB = BENCH MARK DISK
 JU0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0569_SP_SET: CONCRETE POST
 JU0569_STAMPING: Y 63 1963
 JU0569_MARK LOGO: CGS   
 JU0569_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0569+STABILITY: SURFACE MOTION
 JU0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0569+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2006
 JU0569
 JU0569  HISTORY     - Date     Condition        Report By
 JU0569  HISTORY     - 1963     MONUMENTED       CGS
 JU0569  HISTORY     - 1964     GOOD             CGS
 JU0569  HISTORY     - 19930603 GOOD             NJGS
 JU0569  HISTORY     - 20060407 GOOD             MACDEL
 JU0569
 JU0569                          STATION DESCRIPTION
 JU0569
 JU0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0569'1.6 MI NW FROM ELWOOD.
 JU0569'1.65 MILES NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0569'LINES FROM THE WAITING STATION AT ELWOOD, ABOUT 0.15 MILE
 JU0569'NORTHWEST OF MILEPOST 35, AT A BLACK TOP ROAD CROSSING, 43.5
 JU0569'FEET SOUTH OF CENTER OF THE CROSSING, 17.3 FEET SOUTHWEST OF
 JU0569'SOUTHWEST RAIL, 3 1/2 FEET SOUTHEAST OF A POWER POLE, 1.5 FEET
 JU0569'NORTHWEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH TRACK, AND
 JU0569'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JU0569
 JU0569                          STATION RECOVERY (1993)
 JU0569
 JU0569'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1993
 JU0569'THE STATION IS LOCATED IN MULLICA TOWNSHIP ALONG THE NEW JERSEY
 JU0569'TRANSIT RAILROAD, ATLANTIC CITY LINE RIGHT OF WAY.  TO REACH THE
 JU0569'STATION FROM THE JUNCTION OF U.S. HIGHWAY 30, GO 0.15 MI (0.24 KM)
 JU0569'SOUTHWEST ON A SAND ROAD, JUST EAST OF MARYS MARKET, ON THE NORTHEAST
 JU0569'SIDE OF U.S. HIGHWAY 30, TO A RAILROAD GRADE CROSSING AND THE STATION
 JU0569'ON THE LEFT.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 JU0569'HIGHWAY 30 AND UNION AVENUE IN ELWOOD, GO SOUTHWEST ON UNION AVENUE
 JU0569'FOR 0.15 MI (0.24 KM) TO THE TEE JUNCTION WITH WEYMOUTH AVENUE.  TURN
 JU0569'RIGHT AND GO 1.65 MI (2.66 KM) NORTHWEST ON WEYMOUTH AVENUE TO THE
 JU0569'STATION ON THE RIGHT.  THE STATION IS 12.5 M (41.0 FT) SOUTH FROM
 JU0569'FROM THE CENTER OF THE GRADE CROSSING, 4.4 M (14.4 FT) SOUTH
 JU0569'SOUTHEAST FROM A RAILROAD SIGNAL ON THE SOUTH SIDE OF THE SAND ROAD,
 JU0569'5.3 M (17.4 FT) SOUTHWEST FROM THE SOUTHWEST RAIL OF THE NEW JERSEY
 JU0569'TRANSIT RAILROAD, 4.3 M (14.1 FT) NORTHEAST FROM A BELL TELEPHONE
 JU0569'UNDERGROUND CABLE MARKER AND 21.10 M (69.23 FT) NORTH FROM POLE
 JU0569'NUMBER H 37654.  THE STATION IS SET FLUSH WITH THE GROUND.
 JU0569
 JU0569                          STATION RECOVERY (2006)
 JU0569
 JU0569'RECOVERY NOTE BY MACDEL ENGINEERING 2006 (RFH)
 JU0569'RECOVERED AS DESCRIBED. SAND ROAD IS NOT CALLED SNOWHILL ROAD.
 JU0569'MARY'S MARKET IS NOW GREEN THUMB GARDEN CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0540 ***********************************************************************
 JU0540  DESIGNATION -  Y 64
 JU0540  PID         -  JU0540
 JU0540  STATE/COUNTY-  NJ/CAMDEN
 JU0540  USGS QUAD   -  CLEMENTON (1981)
 JU0540
 JU0540                         *CURRENT SURVEY CONTROL
 JU0540  ___________________________________________________________________
 JU0540* NAD 83(1996)-  39 48 18.41353(N)    074 59 24.83224(W)     ADJUSTED  
 JU0540* NAVD 88     -        17.194  (meters)      56.41   (feet)  ADJUSTED  
 JU0540  ___________________________________________________________________
 JU0540  X           -   1,270,723.441 (meters)                     COMP
 JU0540  Y           -  -4,739,172.215 (meters)                     COMP
 JU0540  Z           -   4,061,375.717 (meters)                     COMP
 JU0540  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 JU0540  ELLIP HEIGHT-         -15.74  (meters)          (09/25/02) GPS OBS
 JU0540  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JU0540  DYNAMIC HT  -          17.186 (meters)      56.38  (feet)  COMP
 JU0540  MODELED GRAV-     980,161.4   (mgal)                       NAVD 88
 JU0540
 JU0540  HORZ ORDER  -  FIRST
 JU0540  VERT ORDER  -  FIRST     CLASS I
 JU0540  ELLP ORDER  -  FOURTH    CLASS I
 JU0540
 JU0540.The horizontal coordinates were established by GPS observations
 JU0540.and adjusted by the National Geodetic Survey in March 2000..
 JU0540
 JU0540.The orthometric height was determined by differential leveling
 JU0540.and adjusted by the National Geodetic Survey in June 1991..
 JU0540
 JU0540.Photographs are available for this station.
 JU0540
 JU0540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0540
 JU0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0540
 JU0540.The ellipsoidal height was determined by GPS observations
 JU0540.and is referenced to NAD 83.
 JU0540
 JU0540.The geoid height was determined by GEOID03.
 JU0540
 JU0540.The dynamic height is computed by dividing the NAVD 88
 JU0540.geopotential number by the normal gravity value computed on the
 JU0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0540.degrees latitude (g = 980.6199 gals.).
 JU0540
 JU0540.The modeled gravity was interpolated from observed gravity values.
 JU0540
 JU0540;                    North         East     Units Scale Factor Converg.
 JU0540;SPC NJ       -   107,992.904   108,022.607   MT  0.99992169   -0 18 49.8
 JU0540;SPC NJ       -   354,306.72    354,404.17   sFT  0.99992169   -0 18 49.8
 JU0540;UTM  18      - 4,406,127.286   500,836.229   MT  0.99960001   +0 00 22.5
 JU0540
 JU0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0540!SPC NJ       -   1.00000247  x   0.99992169  =   0.99992416
 JU0540!UTM  18      -   1.00000247  x   0.99960001  =   0.99960248
 JU0540
 JU0540                          SUPERSEDED SURVEY CONTROL
 JU0540
 JU0540  ELLIP H (03/31/00)  -15.75   (m)                       GP(       ) 3 1
 JU0540  NAD 83(1996)-  39 48 18.41353(N)    074 59 24.83224(W) AD(       ) 2
 JU0540  ELLIP H (09/01/99)  -15.75   (m)                       GP(       ) 4 1
 JU0540  ELLIP H (01/27/92)  -15.79   (m)                       GP(       ) 4 1
 JU0540  NAD 83(1986)-  39 48 18.40364(N)    074 59 24.82842(W) AD(       ) 2
 JU0540  NAD 27      -  39 48 17.99732(N)    074 59 26.23693(W) AD(       ) 2
 JU0540  NAVD 88 (03/31/00)   17.19   (m)           56.4    (f) LEVELING    3  
 JU0540  NGVD 29 (??/??/??)   17.548  (m)           57.57   (f) ADJUSTED    1 1
 JU0540
 JU0540.Superseded values are not recommended for survey control.
 JU0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0540.See file dsdata.txt to determine how the superseded data were derived.
 JU0540
 JU0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK0083606127(NAD 83)
 JU0540_MARKER: DB = BENCH MARK DISK
 JU0540_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0540_SP_SET: 48 FEET
 JU0540_STAMPING: Y 64 1963
 JU0540_MARK LOGO: CGS   
 JU0540_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0540+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 JU0540
 JU0540  HISTORY     - Date     Condition        Report By
 JU0540  HISTORY     - 1963     MONUMENTED       CGS
 JU0540  HISTORY     - 1964     GOOD             CGS
 JU0540  HISTORY     - 1968     GOOD             CGS
 JU0540  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 JU0540  HISTORY     - 19871020 GOOD
 JU0540  HISTORY     - 19950905 POOR             NJGS
 JU0540  HISTORY     - 19990721 GOOD             NJGS
 JU0540  HISTORY     - 20001004 GOOD             TWT
 JU0540  HISTORY     - 20020616 GOOD             INDIV
 JU0540  HISTORY     - 20060316 GOOD             PMK
 JU0540
 JU0540                          STATION DESCRIPTION
 JU0540
 JU0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0540'AT CLEMENTON.
 JU0540'AT CLEMENTON, ALONG THE PENNSYLVANIA-READING SEASHORE LINES, 132
 JU0540'FEET EAST-SOUTHEAST OF THE EAST CORNER OF THE STATION, 23 FEET
 JU0540'NORTHEAST OF NORTHEAST RAIL, 2 1/2 FEET SOUTHEAST OF A TELEPHONE
 JU0540'POLE, 1/2 FOOT BELOW LEVEL OF TRACK, AND IS A DISK ON TOP OF A
 JU0540'COPPER COATED STEEL ROD PROJECTING 1 INCH ABOVE GROUND AND
 JU0540'PROTECTED BY A 6-INCH TILE WHICH PROJECTS 3 INCHES.  THE ROD WAS
 JU0540'DRIVEN TO A DEPTH OF 48 FEET.
 JU0540
 JU0540                          STATION RECOVERY (1968)
 JU0540
 JU0540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 JU0540'RECOVERED IN GOOD CONDITION.
 JU0540
 JU0540                          STATION RECOVERY (1983)
 JU0540
 JU0540'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU0540'MARK NOT FOUND.
 JU0540
 JU0540                          STATION RECOVERY (1987)
 JU0540
 JU0540'RECOVERED 1987
 JU0540'RECOVERED IN GOOD CONDITION.
 JU0540
 JU0540                          STATION RECOVERY (1995)
 JU0540
 JU0540'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 JU0540'THE STATION IS LOCATED IN THE BOROUGH OF CLEMENTON ALONG THE EAST SIDE
 JU0540'OF THE CONRAIL RAILROAD RIGHT OF WAY, NEAR THE JUNCTION WITH GIBBSBORO
 JU0540'ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30
 JU0540'AND GIBBSBORO ROAD, GO SOUTHWEST ON GIBBSBORO ROAD FOR 0.6 MI (1.0 KM)
 JU0540'TO THE CONRAIL RAILROAD GRADE CROSSING AND THE STATION ON THE LEFT.
 JU0540'THE STATION IS ABOUT 71 FT (21.6 M) EAST FROM THE CENTERLINE OF
 JU0540'GIBBSBORO ROAD, 21.0 FT (6.4 M) EAST FROM THE EAST RAIL OF THE TRACK,
 JU0540'3.1 FT (0.9 M) SOUTH FROM A POLE WITH NO NUMBER AND ABOUT 4.1 FT (1.2
 JU0540'M) NORTHEAST FROM AN UNDERGROUND FIBER OPTIC CABLE WARNING MARKER
 JU0540'NUMBER NJ 010225.  THE ORIGINAL 6 INCH TILE PROTECTIVE PIPE HAS BEEN
 JU0540'BROKEN.  THE DISK IS MARRED BUT APPEARS SOLID AND IS FLUSH WITH THE
 JU0540'GROUND.
 JU0540
 JU0540                          STATION RECOVERY (1999)
 JU0540
 JU0540'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 JU0540'RECOVERED AS DESCRIBED.
 JU0540
 JU0540                          STATION RECOVERY (2000)
 JU0540
 JU0540'RECOVERY NOTE BY TWT CONS ENG 2000 (DJR)
 JU0540'RECOVERED IN GOOD CONDITION.
 JU0540
 JU0540                          STATION RECOVERY (2002)
 JU0540
 JU0540'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 JU0540'RECOVERED IN GOOD CONDITION.
 JU0540
 JU0540                          STATION RECOVERY (2006)
 JU0540
 JU0540'RECOVERY NOTE BY PMK GROUP 2006 (RMF)
 JU0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0266 ***********************************************************************
 JU0266  DESIGNATION -  Y 65
 JU0266  PID         -  JU0266
 JU0266  STATE/COUNTY-  NJ/ATLANTIC
 JU0266  USGS QUAD   -  OCEANVILLE (1989)
 JU0266
 JU0266                         *CURRENT SURVEY CONTROL
 JU0266  ___________________________________________________________________
 JU0266* NAD 83(1986)-  39 28 30.     (N)    074 27 38.     (W)     SCALED    
 JU0266* NAVD 88     -        12.544  (meters)      41.15   (feet)  ADJUSTED  
 JU0266  ___________________________________________________________________
 JU0266  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JU0266  DYNAMIC HT  -          12.537 (meters)      41.13  (feet)  COMP
 JU0266  MODELED GRAV-     980,130.0   (mgal)                       NAVD 88
 JU0266
 JU0266  VERT ORDER  -  FIRST     CLASS I
 JU0266
 JU0266.The horizontal coordinates were scaled from a topographic map and have
 JU0266.an estimated accuracy of +/- 6 seconds.
 JU0266
 JU0266.The orthometric height was determined by differential leveling
 JU0266.and adjusted by the National Geodetic Survey in June 1991..
 JU0266
 JU0266.The geoid height was determined by GEOID03.
 JU0266
 JU0266.The dynamic height is computed by dividing the NAVD 88
 JU0266.geopotential number by the normal gravity value computed on the
 JU0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0266.degrees latitude (g = 980.6199 gals.).
 JU0266
 JU0266.The modeled gravity was interpolated from observed gravity values.
 JU0266
 JU0266;                    North         East    Units  Estimated Accuracy
 JU0266;SPC NJ       -    71,230.      153,390.      MT  (+/- 180 meters Scaled)
 JU0266
 JU0266                          SUPERSEDED SURVEY CONTROL
 JU0266
 JU0266  NGVD 29 (04/16/92)   12.931  (m)           42.42   (f) ADJUSTED    1 1
 JU0266
 JU0266.Superseded values are not recommended for survey control.
 JU0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0266.See file dsdata.txt to determine how the superseded data were derived.
 JU0266
 JU0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ463696(NAD 83)
 JU0266_MARKER: DB = BENCH MARK DISK
 JU0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0266_STAMPING: Y 65 1964
 JU0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0266+STABILITY: SURFACE MOTION
 JU0266
 JU0266  HISTORY     - Date     Condition        Report By
 JU0266  HISTORY     - 1964     MONUMENTED       CGS
 JU0266  HISTORY     - 1979     GOOD             NGS
 JU0266
 JU0266                          STATION DESCRIPTION
 JU0266
 JU0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0266'0.4 MI N FROM OCEANVILLE.
 JU0266'0.45 MILE NORTH ALONG U.S. HIGHWAY 9 FROM THE POST OFFICE AT
 JU0266'OCEANVILLE, NEAR THE NORTHWEST CORNER OF A SMALL CEMETERY WHICH
 JU0266'IS ON THE EAST SIDE OF THE HIGHWAY, 33 FEET EAST OF THE CENTER
 JU0266'LINE OF THE HIGHWAY, 32.5 FEET NORTHWEST OF THE NORTHWEST
 JU0266'CORNER OF THE TOMBSTONE OF JOSEPH M. ZIEGLER, 14 FEET EAST OF
 JU0266'POWER POLE NO. 10505, 2.0 FEET SOUTHWEST OF A METAL WITNESS
 JU0266'POST, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 JU0266'THE TOP OF A CONCRETE POST THAT PROJECTS ABOUT 0.2 FOOT.
 JU0266
 JU0266                          STATION RECOVERY (1979)
 JU0266
 JU0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0192 ***********************************************************************
 JU0192  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0192  DESIGNATION -  Y 66
 JU0192  PID         -  JU0192
 JU0192  STATE/COUNTY-  NJ/OCEAN
 JU0192  USGS QUAD   -  BEACH HAVEN (1977)
 JU0192
 JU0192                         *CURRENT SURVEY CONTROL
 JU0192  ___________________________________________________________________
 JU0192* NAD 83(1986)-  39 36 37.     (N)    074 12 20.     (W)     SCALED    
 JU0192* NAVD 88     -         1.409  (meters)       4.62   (feet)  ADJUSTED  
 JU0192  ___________________________________________________________________
 JU0192  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 JU0192  DYNAMIC HT  -           1.408 (meters)       4.62  (feet)  COMP
 JU0192  MODELED GRAV-     980,144.9   (mgal)                       NAVD 88
 JU0192
 JU0192  VERT ORDER  -  FIRST     CLASS I
 JU0192
 JU0192.The horizontal coordinates were scaled from a topographic map and have
 JU0192.an estimated accuracy of +/- 6 seconds.
 JU0192
 JU0192.The orthometric height was determined by differential leveling
 JU0192.and adjusted by the National Geodetic Survey in June 1991..
 JU0192
 JU0192.This Tidal Bench Mark is designated as VM 2621
 JU0192.by the Center for Operational Oceanographic Products and Services.
 JU0192
 JU0192.The geoid height was determined by GEOID03.
 JU0192
 JU0192.The dynamic height is computed by dividing the NAVD 88
 JU0192.geopotential number by the normal gravity value computed on the
 JU0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0192.degrees latitude (g = 980.6199 gals.).
 JU0192
 JU0192.The modeled gravity was interpolated from observed gravity values.
 JU0192
 JU0192;                    North         East    Units  Estimated Accuracy
 JU0192;SPC NJ       -    86,290.      175,280.      MT  (+/- 180 meters Scaled)
 JU0192
 JU0192                          SUPERSEDED SURVEY CONTROL
 JU0192
 JU0192  NGVD 29 (??/??/??)    1.791  (m)            5.88   (f) ADJUSTED    1 1
 JU0192
 JU0192.Superseded values are not recommended for survey control.
 JU0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0192.See file dsdata.txt to determine how the superseded data were derived.
 JU0192
 JU0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ681848(NAD 83)
 JU0192_MARKER: DB = BENCH MARK DISK
 JU0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0192_SP_SET: MANHOLE
 JU0192_STAMPING: Y 66 1964
 JU0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0192
 JU0192  HISTORY     - Date     Condition        Report By
 JU0192  HISTORY     - 1964     MONUMENTED       CGS
 JU0192  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0192
 JU0192                          STATION DESCRIPTION
 JU0192
 JU0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0192'AT BEACH HAVEN CREST.
 JU0192'ON LONG BEACH ISLAND, AT BEACH HAVEN CREST, 0.5 MILE SOUTHWEST
 JU0192'ALONG BAY AVENUE FROM THE LONG BEACH TOWNSHIP HALL, 0.55 MILE
 JU0192'NORTHEAST ALONG BAY AVENUE FROM THE LONG BEACH POST OFFICE, SET
 JU0192'IN THE TOP AT THE SOUTH CORNER OF A CONCRETE SEWER OUTFALL WITH
 JU0192'A MANHOLE IN THE CENTER (THE OUTFALL IS ABOUT 7-BY-7-FOOT SQUARE
 JU0192'AND 6-FOOT DEEP WITH 1-FOOT THICK WALLS AND RESTING ON PILES),
 JU0192'145.0 FEET NORTHWEST OF THE CENTER LINE OF BAY AVENUE, 13.0
 JU0192'FEET SOUTHWEST OF THE SOUTH CORNER OF THE MAIN BUILDING OF THE
 JU0192'DISPOSAL PLANT AND ABOUT LEVEL WITH THE AVENUE.
 JU0192
 JU0192                          STATION RECOVERY (1985)
 JU0192
 JU0192'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0070 ***********************************************************************
 JU0070  DESIGNATION -  Y 67
 JU0070  PID         -  JU0070
 JU0070  STATE/COUNTY-  NJ/OCEAN
 JU0070  USGS QUAD   -  FORKED RIVER (1989)
 JU0070
 JU0070                         *CURRENT SURVEY CONTROL
 JU0070  ___________________________________________________________________
 JU0070* NAD 83(1986)-  39 45 19.     (N)    074 13 19.     (W)     SCALED    
 JU0070* NAVD 88     -        11.449  (meters)      37.56   (feet)  ADJUSTED  
 JU0070  ___________________________________________________________________
 JU0070  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JU0070  DYNAMIC HT  -          11.443 (meters)      37.54  (feet)  COMP
 JU0070  MODELED GRAV-     980,168.6   (mgal)                       NAVD 88
 JU0070
 JU0070  VERT ORDER  -  FIRST     CLASS I
 JU0070
 JU0070.The horizontal coordinates were scaled from a topographic map and have
 JU0070.an estimated accuracy of +/- 6 seconds.
 JU0070
 JU0070.The orthometric height was determined by differential leveling
 JU0070.and adjusted by the National Geodetic Survey in June 1991..
 JU0070
 JU0070.The geoid height was determined by GEOID03.
 JU0070
 JU0070.The dynamic height is computed by dividing the NAVD 88
 JU0070.geopotential number by the normal gravity value computed on the
 JU0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0070.degrees latitude (g = 980.6199 gals.).
 JU0070
 JU0070.The modeled gravity was interpolated from observed gravity values.
 JU0070
 JU0070;                    North         East    Units  Estimated Accuracy
 JU0070;SPC NJ       -   102,380.      173,830.      MT  (+/- 180 meters Scaled)
 JU0070
 JU0070                          SUPERSEDED SURVEY CONTROL
 JU0070
 JU0070  NGVD 29 (04/16/92)   11.825  (m)           38.80   (f) ADJUSTED    1 1
 JU0070
 JU0070.Superseded values are not recommended for survey control.
 JU0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0070.See file dsdata.txt to determine how the superseded data were derived.
 JU0070
 JU0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK666008(NAD 83)
 JU0070_MARKER: DB = BENCH MARK DISK
 JU0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0070_SP_SET: BUILDING
 JU0070_STAMPING: Y 67 1964
 JU0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0070
 JU0070  HISTORY     - Date     Condition        Report By
 JU0070  HISTORY     - 1964     MONUMENTED       CGS
 JU0070  HISTORY     - 1979     GOOD             NGS
 JU0070  HISTORY     - 1984     GOOD             USPSQD
 JU0070  HISTORY     - 1985     GOOD             USPSQD
 JU0070  HISTORY     - 1987     GOOD             USPSQD
 JU0070  HISTORY     - 1987     GOOD             USPSQD
 JU0070  HISTORY     - 19961114 GOOD             USPSQD
 JU0070
 JU0070                          STATION DESCRIPTION
 JU0070
 JU0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0070'AT BARNEGAT.
 JU0070'AT BARNEGAT, ABOUT 0.15 MILE NORTHEAST ALONG U.S. HIGHWAY 9
 JU0070'FROM THE INTERSECTION OF OCEAN COUNTY ROAD 534, SET VERTICALLY
 JU0070'IN THE NORTHWEST BRICK WALL NEAR THE NORTH CORNER OF BARNEGAT
 JU0070'GRADE SCHOOL, 1.0 FEET SOUTHWEST OF THE NORTH CORNER OF THE
 JU0070'BUILDING, 99.0 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY
 JU0070'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 JU0070
 JU0070                          STATION RECOVERY (1979)
 JU0070
 JU0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0070'RECOVERED IN GOOD CONDITION.
 JU0070
 JU0070                          STATION RECOVERY (1984)
 JU0070
 JU0070'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0070'RECOVERED IN GOOD CONDITION.
 JU0070
 JU0070                          STATION RECOVERY (1985)
 JU0070
 JU0070'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0070'RECOVERED IN GOOD CONDITION.
 JU0070
 JU0070                          STATION RECOVERY (1987)
 JU0070
 JU0070'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0070'RECOVERED IN GOOD CONDITION.
 JU0070
 JU0070                          STATION RECOVERY (1987)
 JU0070
 JU0070'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0070'RECOVERED IN GOOD CONDITION.
 JU0070
 JU0070                          STATION RECOVERY (1996)
 JU0070
 JU0070'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0028 ***********************************************************************
 JU0028  DESIGNATION -  Y 68
 JU0028  PID         -  JU0028
 JU0028  STATE/COUNTY-  NJ/OCEAN
 JU0028  USGS QUAD   -  TOMS RIVER (1989)
 JU0028
 JU0028                         *CURRENT SURVEY CONTROL
 JU0028  ___________________________________________________________________
 JU0028* NAD 83(1986)-  39 57 02.     (N)    074 07 52.     (W)     SCALED    
 JU0028* NAVD 88     -         3.041  (meters)       9.98   (feet)  POSTED    
 JU0028  ___________________________________________________________________
 JU0028  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JU0028  DYNAMIC HT  -           3.040 (meters)       9.97  (feet)  COMP
 JU0028  MODELED GRAV-     980,161.9   (mgal)                       NAVD 88
 JU0028
 JU0028  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0028
 JU0028.The horizontal coordinates were scaled from a topographic map and have
 JU0028.an estimated accuracy of +/- 6 seconds.
 JU0028
 JU0028.The orthometric height was determined by differential leveling
 JU0028.and adjusted by the National Geodetic Survey in 1992..
 JU0028.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0028.rate of 0.0 thru 1.0 mm/km.
 JU0028
 JU0028.The geoid height was determined by GEOID03.
 JU0028
 JU0028.The dynamic height is computed by dividing the NAVD 88
 JU0028.geopotential number by the normal gravity value computed on the
 JU0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0028.degrees latitude (g = 980.6199 gals.).
 JU0028
 JU0028.The modeled gravity was interpolated from observed gravity values.
 JU0028
 JU0028;                    North         East    Units  Estimated Accuracy
 JU0028;SPC NJ       -   124,090.      181,520.      MT  (+/- 180 meters Scaled)
 JU0028
 JU0028                          SUPERSEDED SURVEY CONTROL
 JU0028
 JU0028  NGVD 29 (04/16/92)    3.386  (m)           11.11   (f) ADJUSTED    1 1
 JU0028
 JU0028.Superseded values are not recommended for survey control.
 JU0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0028.See file dsdata.txt to determine how the superseded data were derived.
 JU0028
 JU0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK742226(NAD 83)
 JU0028_MARKER: DB = BENCH MARK DISK
 JU0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0028_STAMPING: Y 68 1964
 JU0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0028+STABILITY: SURFACE MOTION
 JU0028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0028+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 JU0028
 JU0028  HISTORY     - Date     Condition        Report By
 JU0028  HISTORY     - 1964     MONUMENTED       CGS
 JU0028  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0028  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0028  HISTORY     - 1990     GOOD             USPSQD
 JU0028  HISTORY     - 19940726 GOOD             USPSQD
 JU0028  HISTORY     - 20040608 GOOD             MACDEL
 JU0028
 JU0028                          STATION DESCRIPTION
 JU0028
 JU0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0028'3.7 MI E FROM TOMS RIVER.
 JU0028'ABOUT 3.7 MILES EAST ALONG WASHINGTON STREET AND STATE HIGHWAY
 JU0028'37 FROM THE POST OFFICE AT TOMS RIVER, 0.95 MILE WEST OF THE WEST
 JU0028'END OF BRIDGE OVER BARNEGAT BAY, AT THE INTERSECTION OF GARFIELD
 JU0028'AVENUE, IN GILFORD PARK, 110 FEET NORTH OF THE CENTER LINE OF
 JU0028'HIGHWAY, 7.0 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF FENCE
 JU0028'AROUND A UPHOLSTERY SHOP, 25.0 FEET EAST OF THE CENTER LINE OF
 JU0028'GARFIELD AVENUE, 3.8 FEET NORTH OF POWER POLE R 1, 2.6 FEET EAST
 JU0028'OF THE EAST EDGE OF SIDEWALK, ABOUT LEVEL WITH THE HIGHWAY AND
 JU0028'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JU0028
 JU0028                          STATION RECOVERY (1979)
 JU0028
 JU0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0028'NOTE--HIGHWAY 37 IS NOW A 6 LANE HIGHWAY.
 JU0028
 JU0028                          STATION RECOVERY (1987)
 JU0028
 JU0028'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0028'MARK NOT FOUND.
 JU0028
 JU0028                          STATION RECOVERY (1990)
 JU0028
 JU0028'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 JU0028'RECOVERED IN GOOD CONDITION.
 JU0028
 JU0028                          STATION RECOVERY (1994)
 JU0028
 JU0028'RECOVERY NOTE BY US POWER SQUADRON 1994
 JU0028'RECOVERED IN GOOD CONDITION.
 JU0028
 JU0028                          STATION RECOVERY (2004)
 JU0028
 JU0028'RECOVERY NOTE BY MACDEL ENGINEERING 2004 (RFH)
 JU0028'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0097 ***********************************************************************
 JU0097  DESIGNATION -  Y 7
 JU0097  PID         -  JU0097
 JU0097  STATE/COUNTY-  NJ/OCEAN
 JU0097  USGS QUAD   -  TUCKERTON (1995)
 JU0097
 JU0097                         *CURRENT SURVEY CONTROL
 JU0097  ___________________________________________________________________
 JU0097* NAD 83(1986)-  39 36 06.     (N)    074 20 10.     (W)     SCALED    
 JU0097* NAVD 88     -         6.551  (meters)      21.49   (feet)  ADJUSTED  
 JU0097  ___________________________________________________________________
 JU0097  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JU0097  DYNAMIC HT  -           6.548 (meters)      21.48  (feet)  COMP
 JU0097  MODELED GRAV-     980,152.7   (mgal)                       NAVD 88
 JU0097
 JU0097  VERT ORDER  -  FIRST     CLASS I
 JU0097
 JU0097.The horizontal coordinates were scaled from a topographic map and have
 JU0097.an estimated accuracy of +/- 6 seconds.
 JU0097
 JU0097.The orthometric height was determined by differential leveling
 JU0097.and adjusted by the National Geodetic Survey in June 1991..
 JU0097
 JU0097.The geoid height was determined by GEOID03.
 JU0097
 JU0097.The dynamic height is computed by dividing the NAVD 88
 JU0097.geopotential number by the normal gravity value computed on the
 JU0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0097.degrees latitude (g = 980.6199 gals.).
 JU0097
 JU0097.The modeled gravity was interpolated from observed gravity values.
 JU0097
 JU0097;                    North         East    Units  Estimated Accuracy
 JU0097;SPC NJ       -    85,300.      164,080.      MT  (+/- 180 meters Scaled)
 JU0097
 JU0097                          SUPERSEDED SURVEY CONTROL
 JU0097
 JU0097  NGVD 29 (04/16/92)    6.941  (m)           22.77   (f) ADJUSTED    1 1
 JU0097
 JU0097.Superseded values are not recommended for survey control.
 JU0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0097.See file dsdata.txt to determine how the superseded data were derived.
 JU0097
 JU0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ569837(NAD 83)
 JU0097_MARKER: DB = BENCH MARK DISK
 JU0097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0097_SP_SET: BUILDING
 JU0097_STAMPING: Y 7 1930 22.772
 JU0097_MARK LOGO: CGS   
 JU0097_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0097+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1995
 JU0097
 JU0097  HISTORY     - Date     Condition        Report By
 JU0097  HISTORY     - 1930     MONUMENTED       CGS
 JU0097  HISTORY     - 1964     GOOD             CGS
 JU0097  HISTORY     - 1979     GOOD             NGS
 JU0097  HISTORY     - 1983     GOOD             USPSQD
 JU0097  HISTORY     - 1985     GOOD             USPSQD
 JU0097  HISTORY     - 19950201 GOOD             NJGS
 JU0097  HISTORY     - 19961215 GOOD             USPSQD
 JU0097
 JU0097                          STATION DESCRIPTION
 JU0097
 JU0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0097'AT TUCKERTON.
 JU0097'AT TUCKERTON, AT THE TUCKERTON GRADE SCHOOL, SET VERTICALLY IN
 JU0097'THE NORTH BRICK WALL NEAR THE NORTHWEST CORNER OF TWO STORIED
 JU0097'PORTION OF THE BUILDING (THE OLD PART OF THE BUILDING), 0.6
 JU0097'FOOT EAST OF THE NORTHWEST CORNER OF THE BUILDING, 44.5 FEET
 JU0097'EAST OF THE EAST CURB OF CLAY STREET, 197 FEET SOUTH OF THE SOUTH
 JU0097'CURB OF MARINE STREET AND ABOUT 3 FEET ABOVE THE LEVEL OF CLAY
 JU0097'STREET.
 JU0097
 JU0097                          STATION RECOVERY (1979)
 JU0097
 JU0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0097'RECOVERED IN GOOD CONDITION.
 JU0097
 JU0097                          STATION RECOVERY (1983)
 JU0097
 JU0097'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU0097'RECOVERED IN GOOD CONDITION.
 JU0097
 JU0097                          STATION RECOVERY (1985)
 JU0097
 JU0097'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHF)
 JU0097'RECOVERED IN GOOD CONDITION.
 JU0097
 JU0097                          STATION RECOVERY (1995)
 JU0097
 JU0097'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0097'RECOVERED AS DESCRIBED.
 JU0097
 JU0097                          STATION RECOVERY (1996)
 JU0097
 JU0097'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0778 ***********************************************************************
 KV0778  DESIGNATION -  Y 70
 KV0778  PID         -  KV0778
 KV0778  STATE/COUNTY-  NJ/MIDDLESEX
 KV0778  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0778
 KV0778                         *CURRENT SURVEY CONTROL
 KV0778  ___________________________________________________________________
 KV0778* NAD 83(1986)-  40 28 31.     (N)    074 16 26.     (W)     SCALED    
 KV0778* NAVD 88     -         2.236  (meters)       7.34   (feet)  ADJUSTED  
 KV0778  ___________________________________________________________________
 KV0778  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV0778  DYNAMIC HT  -           2.235 (meters)       7.33  (feet)  COMP
 KV0778  MODELED GRAV-     980,218.2   (mgal)                       NAVD 88
 KV0778
 KV0778  VERT ORDER  -  FIRST     CLASS I
 KV0778
 KV0778.The horizontal coordinates were scaled from a topographic map and have
 KV0778.an estimated accuracy of +/- 6 seconds.
 KV0778
 KV0778.The orthometric height was determined by differential leveling
 KV0778.and adjusted by the National Geodetic Survey in June 1991..
 KV0778
 KV0778.The geoid height was determined by GEOID03.
 KV0778
 KV0778.The dynamic height is computed by dividing the NAVD 88
 KV0778.geopotential number by the normal gravity value computed on the
 KV0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0778.degrees latitude (g = 980.6199 gals.).
 KV0778
 KV0778.The modeled gravity was interpolated from observed gravity values.
 KV0778
 KV0778;                    North         East    Units  Estimated Accuracy
 KV0778;SPC NJ       -   182,310.      169,170.      MT  (+/- 180 meters Scaled)
 KV0778
 KV0778                          SUPERSEDED SURVEY CONTROL
 KV0778
 KV0778  NGVD 29 (04/16/92)    2.512  (m)            8.24   (f) ADJUSTED    1 1
 KV0778
 KV0778.Superseded values are not recommended for survey control.
 KV0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0778.See file dsdata.txt to determine how the superseded data were derived.
 KV0778
 KV0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK615807(NAD 83)
 KV0778_MARKER: DB = BENCH MARK DISK
 KV0778_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV0778_SP_SET: 46 FEET
 KV0778_STAMPING: Y 70 1964
 KV0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0778
 KV0778  HISTORY     - Date     Condition        Report By
 KV0778  HISTORY     - 1964     MONUMENTED       CGS
 KV0778  HISTORY     - 1974     MARK NOT FOUND   NGS
 KV0778  HISTORY     - 1978     MARK NOT FOUND   NGS
 KV0778  HISTORY     - 1979     MARK NOT FOUND   NGS
 KV0778  HISTORY     - 1980     GOOD             LOCSUR
 KV0778
 KV0778                          STATION DESCRIPTION
 KV0778
 KV0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0778'0.7 MI S FROM SOUTH AMBOY.
 KV0778'0.7 MILE SOUTH ALONG THE NEW YORK AND LONG BRANCH RAILROAD FROM
 KV0778'THE RAILROAD STATION AT SOUTH AMBOY, AT MILE POST NUMBER 2,
 KV0778'60.0 FEET EAST-SOUTHEAST OF A TELEPHONE POLE WITH GUY WIRE, 55.0
 KV0778'FEET WEST OF WEST TRACK OF THE SOUTH-BOUND RAIL OF MAIN TRACK,
 KV0778'29.0 FEET WEST OF THE WEST TRACK OF A SIDE TRACK, 3.0 FEET WEST
 KV0778'OF MILEPOST NUMBER 2, 2.3 FEET SOUTH OF A METAL WITNESS POST,
 KV0778'ABOUT 1 FOOT BELOW LEVEL OF TRACK AND IS A DISK ON COPPER COATED
 KV0778'STEEL ROD PROJECTING ABOUT 6 INCHES AND PROTECTED BY A 8-INCH
 KV0778'TILE WHICH PROJECTS ABOUT 8 INCHES.  THE ROD WAS DRIVEN TO A
 KV0778'DEPTH OF 46 FEET TO REFUSAL.  NOTE-- THIS MARK CAN ALSO BE
 KV0778'REACHED BY GOING NORTH ALONG THE NEW YORK AND LONG BRANCH
 KV0778'RAILROAD FOR 1.4 MILES FROM THE STATE HIGHWAY 35 BRIDGE OVER
 KV0778'CHEESEQUAKE CREEK.
 KV0778
 KV0778                          STATION RECOVERY (1974)
 KV0778
 KV0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0778'MARK NOT FOUND.
 KV0778
 KV0778                          STATION RECOVERY (1978)
 KV0778
 KV0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0778'MARK NOT FOUND.
 KV0778
 KV0778                          STATION RECOVERY (1979)
 KV0778
 KV0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0778'MARK NOT FOUND.
 KV0778
 KV0778                          STATION RECOVERY (1980)
 KV0778
 KV0778'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 KV0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0259 ***********************************************************************
 KV0259  DESIGNATION -  Y 71
 KV0259  PID         -  KV0259
 KV0259  STATE/COUNTY-  NJ/ESSEX
 KV0259  USGS QUAD   -  ELIZABETH (1995)
 KV0259
 KV0259                         *CURRENT SURVEY CONTROL
 KV0259  ___________________________________________________________________
 KV0259* NAD 83(1986)-  40 43 00.     (N)    074 07 42.     (W)     SCALED    
 KV0259* NAVD 88     -         1.692  (meters)       5.55   (feet)  ADJUSTED  
 KV0259  ___________________________________________________________________
 KV0259  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KV0259  DYNAMIC HT  -           1.692 (meters)       5.55  (feet)  COMP
 KV0259  MODELED GRAV-     980,231.7   (mgal)                       NAVD 88
 KV0259
 KV0259  VERT ORDER  -  FIRST     CLASS I
 KV0259
 KV0259.The horizontal coordinates were scaled from a topographic map and have
 KV0259.an estimated accuracy of +/- 6 seconds.
 KV0259
 KV0259.The orthometric height was determined by differential leveling
 KV0259.and adjusted by the National Geodetic Survey in June 1991..
 KV0259
 KV0259.The geoid height was determined by GEOID03.
 KV0259
 KV0259.The dynamic height is computed by dividing the NAVD 88
 KV0259.geopotential number by the normal gravity value computed on the
 KV0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0259.degrees latitude (g = 980.6199 gals.).
 KV0259
 KV0259.The modeled gravity was interpolated from observed gravity values.
 KV0259
 KV0259;                    North         East    Units  Estimated Accuracy
 KV0259;SPC NJ       -   209,150.      181,400.      MT  (+/- 180 meters Scaled)
 KV0259
 KV0259                          SUPERSEDED SURVEY CONTROL
 KV0259
 KV0259  NGVD 29 (04/16/92)    2.038  (m)            6.69   (f) ADJUSTED    1 1
 KV0259
 KV0259.Superseded values are not recommended for survey control.
 KV0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0259.See file dsdata.txt to determine how the superseded data were derived.
 KV0259
 KV0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL736076(NAD 83)
 KV0259_MARKER: DB = BENCH MARK DISK
 KV0259_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV0259_SP_SET: 64.0 FEET
 KV0259_STAMPING: Y 71 1965
 KV0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0259+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 KV0259
 KV0259  HISTORY     - Date     Condition        Report By
 KV0259  HISTORY     - 1965     MONUMENTED       CGS
 KV0259  HISTORY     - 20040319 GOOD             INDIV
 KV0259  HISTORY     - 20060717 GOOD             USGS
 KV0259
 KV0259                          STATION DESCRIPTION
 KV0259
 KV0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0259'AT NEWARK.
 KV0259'AT NEWARK, ABOUT 0.3 MILE NORTHEAST ALONG DOREMUS AVENUE FROM
 KV0259'THE JUNCTION OF WILSON AVENUE, ABOUT 0.5 MILE SOUTHWEST OF THE
 KV0259'OVERPASS CROSSING OF THE CENTRAL OF NEW JERSEY RAILROAD, AT THE
 KV0259'JUNCTION OF THE ENTRANCE DRIVE OF THE MINNESOTA MINING AND
 KV0259'MANUFACTURING CO., 85 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KV0259'AVENUE, 40 1/2 FEET NORTHEAST OF THE CENTER LINE OF DRIVE, 14.7
 KV0259'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF SPUR TRACK OF THE
 KV0259'RAILROAD, 5.5 FEET NORTHEAST OF THE GATEPOST OF A STEEL FENCE
 KV0259'SURROUNDING THE PLANT, 1.5 FEET SOUTHWEST OF THE FENCE LINE, 0.6
 KV0259'FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 KV0259'LEVEL OF THE AVENUE AND IS A DISK ON TOP OF A COPPER COATED
 KV0259'PROJECTING 0.3 FOOT AND PROTECTED BY A 4 INCH IRON PIPE
 KV0259'PROJECTING 0.4 FOOT.  THE ROD WAS DRIVEN TO A DEPTH OF 64.0 FEET.
 KV0259
 KV0259                          STATION RECOVERY (2004)
 KV0259
 KV0259'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DJD)
 KV0259'CARDOLITE PROPERTY, 500 DOREMUS AVENUE, 40.5' NORTHEAST OF THE
 KV0259'SOUTHERLY DRIVEWAY TO THE PROPERTY, ADJACENT TO BRICK GUARDHOUSE,
 KV0259'OTHER PREVIOUS TIES REMAIN THE SAME.
 KV0259
 KV0259                          STATION RECOVERY (2006)
 KV0259
 KV0259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KMH)
 KV0259'MINOR INDENT IN DISK OTHERWISE IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0980 ***********************************************************************
 KV0980  DESIGNATION -  Y 73
 KV0980  PID         -  KV0980
 KV0980  STATE/COUNTY-  NJ/MIDDLESEX
 KV0980  USGS QUAD   -  JAMESBURG (1981)
 KV0980
 KV0980                         *CURRENT SURVEY CONTROL
 KV0980  ___________________________________________________________________
 KV0980* NAD 83(1986)-  40 20 47.     (N)    074 29 55.     (W)     SCALED    
 KV0980* NAVD 88     -        34.993  (meters)     114.81   (feet)  ADJUSTED  
 KV0980  ___________________________________________________________________
 KV0980  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV0980  DYNAMIC HT  -          34.978 (meters)     114.76  (feet)  COMP
 KV0980  MODELED GRAV-     980,190.9   (mgal)                       NAVD 88
 KV0980
 KV0980  VERT ORDER  -  FIRST     CLASS II
 KV0980
 KV0980.The horizontal coordinates were scaled from a topographic map and have
 KV0980.an estimated accuracy of +/- 6 seconds.
 KV0980
 KV0980.The orthometric height was determined by differential leveling
 KV0980.and adjusted by the National Geodetic Survey in April 1995..
 KV0980
 KV0980.The geoid height was determined by GEOID03.
 KV0980
 KV0980.The dynamic height is computed by dividing the NAVD 88
 KV0980.geopotential number by the normal gravity value computed on the
 KV0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0980.degrees latitude (g = 980.6199 gals.).
 KV0980
 KV0980.The modeled gravity was interpolated from observed gravity values.
 KV0980
 KV0980;                    North         East    Units  Estimated Accuracy
 KV0980;SPC NJ       -   167,970.      150,120.      MT  (+/- 180 meters Scaled)
 KV0980
 KV0980                          SUPERSEDED SURVEY CONTROL
 KV0980
 KV0980  NAVD 88 (06/15/91)   35.050  (m)          114.99   (f) UNKNOWN     1 2
 KV0980  NGVD 29 (01/10/92)   35.322  (m)          115.89   (f) ADJUSTED    1 2
 KV0980
 KV0980.Superseded values are not recommended for survey control.
 KV0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0980.See file dsdata.txt to determine how the superseded data were derived.
 KV0980
 KV0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK425663(NAD 83)
 KV0980_MARKER: DB = BENCH MARK DISK
 KV0980_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 KV0980+WITH SETTING: INTO GROUND
 KV0980_SP_SET: METAL ROD WITH BASE PLATE
 KV0980_STAMPING: Y 73 1974
 KV0980_MARK LOGO: NGS   
 KV0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV0980+STABILITY: SURFACE MOTION
 KV0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0980+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1991
 KV0980
 KV0980  HISTORY     - Date     Condition        Report By
 KV0980  HISTORY     - 1974     MONUMENTED       NGS
 KV0980  HISTORY     - 19910628 POOR             NJGS
 KV0980
 KV0980                          STATION DESCRIPTION
 KV0980
 KV0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV0980'2.2 MI N FROM CRANBURY.
 KV0980'2.15 MILES NORTH ALONG U.S. HIGHWAY 130 FROM THE JUNCTION OF STATE
 KV0980'HIGHWAY 535 AT CRANBURY, 3.15 MILES WEST OF JAMESBURG, ABOUT 0.1
 KV0980'MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 32 EXIT, 25 FEET
 KV0980'WEST OF THE CENTER LINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 KV0980'ABOUT 5 FEET SOUTH OF THE EXTENDED CENTER LINE OF A CUTOFF ROAD
 KV0980'TO HIGHWAY 32, 2.5 FEET NORTHWEST OF POWER POLE 61.847.SB, 0.7
 KV0980'FOOT EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 KV0980'HIGHWAY, A DISK ON THE TOP OF A COPPER COATED ROD WHICH IS 4-FEET
 KV0980'LONG WITH A BASE PLATE ATTACHED.  THE UPPER PORTION OF THE ROD
 KV0980'IS ENCASED IN A 4-INCH TILE PROJECTING 0.2 FOOT ABOVE THE GROUND.
 KV0980
 KV0980                          STATION RECOVERY (1991)
 KV0980
 KV0980'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV0980'THE STATION IS LOCATED IN SOUTH BRUNSWICK TOWNSHIP, ON THE WEST SIDE
 KV0980'OF U.S. HIGHWAY 130 AT THE TEE JUNCTION WITH STATE ROUTE 32
 KV0980'EASTBOUND LANES.  TO REACH THE STATION FROM THE JUNCTION OF ROUTE 130
 KV0980'AND COUNTY ROAD 535 NEAR CRANBURY, GO 2.05 MI (3.30 KM) NORTH ON
 KV0980'HIGHWAY 130 TO THE STATION ON THE LEFT.  THE STATION IS 2.6 M (8.5
 KV0980'FT) SOUTH SOUTHWEST OF THE WESTWARDLY EXTENDED CENTERLINE OF THE
 KV0980'ENTRANCE RAMP TO ROUTE 32 EASTBOUND FROM THE SOUTHBOUND LANES OF
 KV0980'ROUTE 130, 1.1 M (3.6 FT) NORTH FROM POLE NUMBER 61847 SB, 7.5 M
 KV0980'(24.6 FT) WEST FROM THE SOUTHBOUND LANES CENTERLINE OF HIGHWAY 130,
 KV0980'1.1 M (3.6 FT) WEST FROM THE EDGE OF PAVEMENT, 40.5 M (132.9 FT)
 KV0980'SOUTH SOUTHWEST OF POLE NUMBER 61846 SB, 36.5 M (119.8 FT) SOUTH
 KV0980'SOUTHWEST FROM AN INLET IN THE WEST SHOULDER OF HIGHWAY 130
 KV0980'SOUTHBOUND LANES AND 1 CM BELOW THE GROUND.  THE DISK HAS BEEN BENT
 KV0980'DOWN ON THREE SIDES AND IS STILL SECURE ON THE ROD.  THE STAMPING IS
 KV0980'LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1138 ***********************************************************************
 KV1138  TIDAL BM    -  This is a Tidal Bench Mark.
 KV1138  DESIGNATION -  Y 74
 KV1138  PID         -  KV1138
 KV1138  STATE/COUNTY-  NJ/BURLINGTON
 KV1138  USGS QUAD   -  TRENTON EAST (1981)
 KV1138
 KV1138                         *CURRENT SURVEY CONTROL
 KV1138  ___________________________________________________________________
 KV1138* NAD 83(1986)-  40 10 25.     (N)    074 40 47.     (W)     SCALED    
 KV1138* NAVD 88     -         5.105  (meters)      16.75   (feet)  ADJUSTED  
 KV1138  ___________________________________________________________________
 KV1138  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV1138  DYNAMIC HT  -           5.103 (meters)      16.74  (feet)  COMP
 KV1138  MODELED GRAV-     980,195.6   (mgal)                       NAVD 88
 KV1138
 KV1138  VERT ORDER  -  FIRST     CLASS II
 KV1138
 KV1138.The horizontal coordinates were scaled from a topographic map and have
 KV1138.an estimated accuracy of +/- 6 seconds.
 KV1138
 KV1138.The orthometric height was determined by differential leveling
 KV1138.and adjusted by the National Geodetic Survey in June 1991..
 KV1138
 KV1138.This Tidal Bench Mark is designated as VM 2895
 KV1138.by the Center for Operational Oceanographic Products and Services.
 KV1138
 KV1138.The geoid height was determined by GEOID03.
 KV1138
 KV1138.The dynamic height is computed by dividing the NAVD 88
 KV1138.geopotential number by the normal gravity value computed on the
 KV1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1138.degrees latitude (g = 980.6199 gals.).
 KV1138
 KV1138.The modeled gravity was interpolated from observed gravity values.
 KV1138
 KV1138;                    North         East    Units  Estimated Accuracy
 KV1138;SPC NJ       -   148,810.      134,690.      MT  (+/- 180 meters Scaled)
 KV1138
 KV1138                          SUPERSEDED SURVEY CONTROL
 KV1138
 KV1138  NGVD 29 (01/10/92)    5.432  (m)           17.82   (f) ADJUSTED    1 2
 KV1138
 KV1138.Superseded values are not recommended for survey control.
 KV1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1138.See file dsdata.txt to determine how the superseded data were derived.
 KV1138
 KV1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK272470(NAD 83)
 KV1138_MARKER: DB = BENCH MARK DISK
 KV1138_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV1138_SP_SET: BRIDGE ABUTMENT
 KV1138_STAMPING: Y 74 1974
 KV1138_MARK LOGO: NGS   
 KV1138_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1138+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2002
 KV1138
 KV1138  HISTORY     - Date     Condition        Report By
 KV1138  HISTORY     - 1974     MONUMENTED       NGS
 KV1138  HISTORY     - 20020702 GOOD             NGS
 KV1138
 KV1138                          STATION DESCRIPTION
 KV1138
 KV1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1138'0.8 MI SW FROM YARDVILLE.
 KV1138'0.85 MILE SOUTHWEST ALONG U.S. HIGHWAY 130 FROM THE Y JUNCTION OF
 KV1138'YARDVILLE-ALLENTOWN ROAD AT YARDVILLE, AT THE MERCER AND BURLINGTON
 KV1138'COUNTY LINE, ON THE TOP NORTHWEST END OF THE SOUTHWEST ABUTMENT
 KV1138'OF BRIDGE OVER CROSSWICKS CREEK, 31 FEET NORTHWEST OF CENTER LINE
 KV1138'OF THE SOUTHWEST BOUND LANE OF THE HIGHWAY AND ABOUT 1/2 FOOT
 KV1138'ABOVE THE LEVEL OF THE HIGHWAY.
 KV1138
 KV1138                          STATION RECOVERY (2002)
 KV1138
 KV1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RJK)
 KV1138'RECOVERED AS DESCRIBED. THIS STATION IS ALSO PART OF THE NEW JERSEY
 KV1138'TIDAL DATUM EPOCH
 KV1138'STATION 853 9776.  THIS STATION IS NOT PART OF THE NOS SYSTEM.
 KV1138'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1157 ***********************************************************************
 KV1157  DESIGNATION -  Y 75
 KV1157  PID         -  KV1157
 KV1157  STATE/COUNTY-  NJ/BURLINGTON
 KV1157  USGS QUAD   -  BRISTOL (1981)
 KV1157
 KV1157                         *CURRENT SURVEY CONTROL
 KV1157  ___________________________________________________________________
 KV1157* NAD 83(1986)-  40 04 45.     (N)    074 50 29.     (W)     SCALED    
 KV1157* NAVD 88     -         2.660  (meters)       8.73   (feet)  ADJUSTED  
 KV1157  ___________________________________________________________________
 KV1157  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV1157  DYNAMIC HT  -           2.659 (meters)       8.72  (feet)  COMP
 KV1157  MODELED GRAV-     980,193.9   (mgal)                       NAVD 88
 KV1157
 KV1157  VERT ORDER  -  FIRST     CLASS II
 KV1157
 KV1157.The horizontal coordinates were scaled from a topographic map and have
 KV1157.an estimated accuracy of +/- 6 seconds.
 KV1157
 KV1157.The orthometric height was determined by differential leveling
 KV1157.and adjusted by the National Geodetic Survey in January 1994..
 KV1157
 KV1157.The geoid height was determined by GEOID03.
 KV1157
 KV1157.The dynamic height is computed by dividing the NAVD 88
 KV1157.geopotential number by the normal gravity value computed on the
 KV1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1157.degrees latitude (g = 980.6199 gals.).
 KV1157
 KV1157.The modeled gravity was interpolated from observed gravity values.
 KV1157
 KV1157;                    North         East    Units  Estimated Accuracy
 KV1157;SPC NJ       -   138,360.      120,880.      MT  (+/- 180 meters Scaled)
 KV1157
 KV1157                          SUPERSEDED SURVEY CONTROL
 KV1157
 KV1157  NAVD 88 (06/15/91)    2.656  (m)            8.71   (f) UNKNOWN     1 2
 KV1157  NGVD 29 (01/10/92)    2.979  (m)            9.77   (f) ADJUSTED    1 2
 KV1157
 KV1157.Superseded values are not recommended for survey control.
 KV1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1157.See file dsdata.txt to determine how the superseded data were derived.
 KV1157
 KV1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK135365(NAD 83)
 KV1157_MARKER: DB = BENCH MARK DISK
 KV1157_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 KV1157+WITH SETTING: INTO GROUND
 KV1157_SP_SET: METAL ROD WITH BASE PLATE
 KV1157_STAMPING: Y 75 1974
 KV1157_MARK LOGO: NGS   
 KV1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1157+STABILITY: SURFACE MOTION
 KV1157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1157+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1990
 KV1157
 KV1157  HISTORY     - Date     Condition        Report By
 KV1157  HISTORY     - 1974     MONUMENTED       NGS
 KV1157  HISTORY     - 19900524 GOOD             NJGS
 KV1157
 KV1157                          STATION DESCRIPTION
 KV1157
 KV1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1157'AT BURLINGTON.
 KV1157'AT BURLINGTON, AT THE JUNCTION OF JONES STREET AND U.S. HIGHWAY
 KV1157'130, IN FRONT OF AYRES PONTIAC DEALER SHIP, 23 FEET NORTHWEST
 KV1157'OF CENTER LINE OF THE SOUTHWEST BOUND LANE OF THE HIGHWAY, 80
 KV1157'FEET NORTHEAST OF CENTR LINE OF JONES STREET, 0.9 FOOT NORTH
 KV1157'OF TELEPHONE AND POWERPOLE LINE OF JONES STREET, 0.9 FOOT NORTH
 KV1157'OF TELEPHONE AND POWERPOLE JM 61182 BC WITH FOUR GUY WIRES, 0.7
 KV1157'FOOT SOUTH-SOUTHWEST OF A METAL WITNESS POST AND ON THE TOP OF A
 KV1157'4-FOOT COPPER COATED STEEL ROD THAT IF ATTACHED TO A METAL
 KV1157'BASE PLATE, THE DISK IS 1 INCH BELOW THE SURFACE OF THE GROUND
 KV1157'AND ENCASED IN A 4-INCH PLASTIC PIPE PROJECTING 1 INCH.
 KV1157
 KV1157                          STATION RECOVERY (1990)
 KV1157
 KV1157'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV1157'THE STATION IS LOCATED IN THE CITY OF BURLINGTON ON THE NORTH SIDE OF
 KV1157'U.S. HIGHWAY 130 IN FRONT OF THE AYRES PONTIAC AND CADILLAC AUTO
 KV1157'DEALERSHIP.  THE STATION IS 24.4 M (80.1 FT) NORTHEAST OF THE
 KV1157'CENTERLINE OF JONES STREET, 7.0 M (23.0 FT) NORTHWEST OF THE
 KV1157'CENTERLINE OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 130 AND 0.9 M
 KV1157'(3.0 FT) NORTH OF TELEPHONE AND POWER POLE JM61182 BC WITH FOUR GUY
 KV1157'WIRES.  THE STATION IS A STANDARD NGS DISK SET ON TOP OF A 1.2 M (3.9
 KV1157'FT) COPPER COATED STEEL ROD ATTACHED TO A METAL BASE PLATE AND
 KV1157'ENCASED IN A 4 INCH PLASTIC PIPE THAT PROJECTS 0.1 M (0.3 FT) ABOVE
 KV1157'THE GROUND.  IT APPEARS THAT THE STATION HAS BEEN DISTURBED AS THE
 KV1157'DISK IS BENT.  DESCRIPTION BY FAC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2926 ***********************************************************************
 KV2926  CBN         -  This is a Cooperative Base Network Control Station.
 KV2926  DESIGNATION -  Y 77
 KV2926  PID         -  KV2926
 KV2926  STATE/COUNTY-  NJ/HUNTERDON
 KV2926  USGS QUAD   -  FLEMINGTON (1977)
 KV2926
 KV2926                         *CURRENT SURVEY CONTROL
 KV2926  ___________________________________________________________________
 KV2926* NAD 83(1996)-  40 37 06.08459(N)    074 44 59.73559(W)     ADJUSTED  
 KV2926* NAVD 88     -        63.127  (meters)     207.11   (feet)  ADJUSTED  
 KV2926  ___________________________________________________________________
 KV2926  X           -   1,275,263.277 (meters)                     COMP
 KV2926  Y           -  -4,677,587.912 (meters)                     COMP
 KV2926  Z           -   4,130,364.350 (meters)                     COMP
 KV2926  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 KV2926  ELLIP HEIGHT-          29.62  (meters)          (09/23/02) GPS OBS
 KV2926  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KV2926  DYNAMIC HT  -          63.099 (meters)     207.02  (feet)  COMP
 KV2926  MODELED GRAV-     980,178.4   (mgal)                       NAVD 88
 KV2926
 KV2926  HORZ ORDER  -  B
 KV2926  VERT ORDER  -  FIRST     CLASS II
 KV2926  ELLP ORDER  -  FOURTH    CLASS I
 KV2926
 KV2926.The horizontal coordinates were established by GPS observations
 KV2926.and adjusted by the National Geodetic Survey in August 1998..
 KV2926
 KV2926.The orthometric height was determined by differential leveling
 KV2926.and adjusted by the National Geodetic Survey in June 1991..
 KV2926
 KV2926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV2926
 KV2926.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV2926
 KV2926.The ellipsoidal height was determined by GPS observations
 KV2926.and is referenced to NAD 83.
 KV2926
 KV2926.The geoid height was determined by GEOID03.
 KV2926
 KV2926.The dynamic height is computed by dividing the NAVD 88
 KV2926.geopotential number by the normal gravity value computed on the
 KV2926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2926.degrees latitude (g = 980.6199 gals.).
 KV2926
 KV2926.The modeled gravity was interpolated from observed gravity values.
 KV2926
 KV2926;                    North         East     Units Scale Factor Converg.
 KV2926;SPC NJ       -   198,200.269   128,853.668   MT  0.99990550   -0 09 45.7
 KV2926;SPC NJ       -   650,262.05    422,747.41   sFT  0.99990550   -0 09 45.7
 KV2926;UTM  18      - 4,496,422.507   521,152.413   MT  0.99960551   +0 09 46.1
 KV2926
 KV2926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV2926!SPC NJ       -   0.99999535  x   0.99990550  =   0.99990085
 KV2926!UTM  18      -   0.99999535  x   0.99960551  =   0.99960087
 KV2926
 KV2926                          SUPERSEDED SURVEY CONTROL
 KV2926
 KV2926  ELLIP H (08/14/98)   29.63   (m)                       GP(       ) 3 2
 KV2926  NAD 83(1986)-  40 37 06.08451(N)    074 44 59.73603(W) AD(       ) 2
 KV2926  NAD 83(1986)-  40 37 06.08484(N)    074 44 59.73684(W) AD(       ) 3
 KV2926  NAD 27      -  40 37 05.71519(N)    074 45 01.15601(W) AD(       ) 3
 KV2926  NAVD 88 (08/14/98)   63.13   (m)          207.1    (f) LEVELING    3  
 KV2926  NGVD 29 (01/10/92)   63.381  (m)          207.94   (f) ADJUSTED    1 2
 KV2926
 KV2926.Superseded values are not recommended for survey control.
 KV2926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2926.See file dsdata.txt to determine how the superseded data were derived.
 KV2926
 KV2926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2115296423(NAD 83)
 KV2926_MARKER: DB = BENCH MARK DISK
 KV2926_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2926_SP_SET: STAINLESS STEEL ROD
 KV2926_STAMPING: Y 77 1978
 KV2926_MARK LOGO: NGS   
 KV2926_PROJECTION: RECESSED 5 CENTIMETERS
 KV2926_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV2926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2926+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 KV2926_ROD/PIPE-DEPTH: 4.27 meters
 KV2926
 KV2926  HISTORY     - Date     Condition        Report By
 KV2926  HISTORY     - 1978     MONUMENTED       NGS
 KV2926  HISTORY     - 19870828 GOOD
 KV2926  HISTORY     - 19900201 GOOD             NJGS
 KV2926  HISTORY     - 19961126 GOOD             NJGS
 KV2926  HISTORY     - 20001205 POOR             LOCENG
 KV2926  HISTORY     - 20021010 GOOD             AASCO
 KV2926  HISTORY     - 20030910 GOOD             AAAS
 KV2926  HISTORY     - 20050416 GOOD             USPSQD
 KV2926
 KV2926                          STATION DESCRIPTION
 KV2926
 KV2926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2926'IN WHITEHOUSE.
 KV2926'AT WHITEHOUSE, AT THE SIESTA MOTEL, 141.0 FEET NORTHEAST OF THE
 KV2926'ENTRANCE TO THE MOTEL OFFICE, 54.0 FEET SOUTH OF THE CENTER OF THE 2
 KV2926'EAST BOUND LANES OF STATE HIGHWAY 22, 111.0 FEET WEST OF THE CENTER
 KV2926'OF MAPLE LANE, 9.0 FEET SOUTHEAST OF THE SOUTH LEG HOLDING THE SIGN
 KV2926'FOR THE MOTEL, AND 3.1 FEET EAST OF A LIGHT POLE WITH THREE LIGHTS.
 KV2926'ROD DRIVEN TO REFUSAL.
 KV2926
 KV2926                          STATION RECOVERY (1987)
 KV2926
 KV2926'RECOVERED 1987
 KV2926'RECOVERED IN GOOD CONDITION.
 KV2926
 KV2926                          STATION RECOVERY (1990)
 KV2926
 KV2926'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV2926'THE STATION IS LOCATED IN READINGTON TOWNSHIP, ON THE NORTH SIDE OF
 KV2926'U.S.HIGHWAY 22, IN WHITEHOUSE.  TO REACH THE STATION FROM THE
 KV2926'JUNCTION OF ROUTE 22 AND MAIN STREET, COUNTY ROAD 523, IN WHITEHOUSE,
 KV2926'GO 1.30 KM (0.81 MI) EAST ON ROUTE 22 TO THE SIESTA MOTEL SIGN AND
 KV2926'THE STATION ON THE RIGHT.  THE STATION IS 16.5 M (54.13 FT) SOUTH OF
 KV2926'THE ROUTE 22 EAST BOUND LANES CENTERLINE. 33.8 M (110.89 FT) WEST OF
 KV2926'THE MAPLE AVENUE CENTERLINE, 43.0 M (141.08 FT) NORTHEAST OF THE
 KV2926'SIESTA MOTEL DRIVEWAY, 2.74 M (8.99 FT) SOUTHEAST OF THE SOUTH LEG OF
 KV2926'THE MOTEL SIGN AND 0.94 M (3.08 FT) EAST OF THE FOUNDATION REMAINS OF
 KV2926'A LIGHT POLE.  THE STATION IS 0.1 M (0.33 FT) BELOW THE GROUND, IN A
 KV2926'BLACK CAPPED PVC PIPE.
 KV2926
 KV2926                          STATION RECOVERY (1996)
 KV2926
 KV2926'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (FAC)
 KV2926'RECOVERED AS DESCRIBED.
 KV2926
 KV2926                          STATION RECOVERY (2000)
 KV2926
 KV2926'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (SAM)
 KV2926'DISK MOVES HORIZONTALLY (FROM SIDE TO SIDE) WITHIN PVC PIPE.  IS
 KV2926'SECURE VERTICALLY.
 KV2926
 KV2926                          STATION RECOVERY (2002)
 KV2926
 KV2926'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (CAS)
 KV2926'RECOVERED IN GOOD CONDITION.
 KV2926
 KV2926                          STATION RECOVERY (2003)
 KV2926
 KV2926'RECOVERY NOTE BY ARORA AND ASSOCIATES 2003 (MR)
 KV2926'RECOVERED AS DESCRIBED
 KV2926
 KV2926                          STATION RECOVERY (2005)
 KV2926
 KV2926'RECOVERY NOTE BY US POWER SQUADRON 2005 (JC)
 KV2926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2302 ***********************************************************************
 JU2302  DESIGNATION -  Y 78
 JU2302  PID         -  JU2302
 JU2302  STATE/COUNTY-  NJ/CUMBERLAND
 JU2302  USGS QUAD   -  HEISLERVILLE (1977)
 JU2302
 JU2302                         *CURRENT SURVEY CONTROL
 JU2302  ___________________________________________________________________
 JU2302* NAD 83(1986)-  39 14 38.     (N)    074 58 17.     (W)     SCALED    
 JU2302* NAVD 88     -         2.204  (meters)       7.23   (feet)  ADJUSTED  
 JU2302  ___________________________________________________________________
 JU2302  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 JU2302  DYNAMIC HT  -           2.203 (meters)       7.23  (feet)  COMP
 JU2302  MODELED GRAV-     980,095.6   (mgal)                       NAVD 88
 JU2302
 JU2302  VERT ORDER  -  FIRST     CLASS II
 JU2302
 JU2302.The horizontal coordinates were scaled from a topographic map and have
 JU2302.an estimated accuracy of +/- 6 seconds.
 JU2302
 JU2302.The orthometric height was determined by differential leveling
 JU2302.and adjusted by the National Geodetic Survey in June 1991..
 JU2302
 JU2302.The geoid height was determined by GEOID03.
 JU2302
 JU2302.The dynamic height is computed by dividing the NAVD 88
 JU2302.geopotential number by the normal gravity value computed on the
 JU2302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2302.degrees latitude (g = 980.6199 gals.).
 JU2302
 JU2302.The modeled gravity was interpolated from observed gravity values.
 JU2302
 JU2302;                    North         East    Units  Estimated Accuracy
 JU2302;SPC NJ       -    45,680.      109,310.      MT  (+/- 180 meters Scaled)
 JU2302
 JU2302                          SUPERSEDED SURVEY CONTROL
 JU2302
 JU2302  NGVD 29 (01/10/92)    2.565  (m)            8.42   (f) ADJUSTED    1 2
 JU2302
 JU2302.Superseded values are not recommended for survey control.
 JU2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2302.See file dsdata.txt to determine how the superseded data were derived.
 JU2302
 JU2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ024438(NAD 83)
 JU2302_MARKER: DB = BENCH MARK DISK
 JU2302_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2302_SP_SET: STAINLESS STEEL ROD
 JU2302_STAMPING: Y 78 1979
 JU2302_PROJECTION: RECESSED 5 CENTIMETERS
 JU2302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2302_ROD/PIPE-DEPTH: 7.62 meters
 JU2302
 JU2302  HISTORY     - Date     Condition        Report By
 JU2302  HISTORY     - 1979     MONUMENTED       NGS
 JU2302
 JU2302                          STATION DESCRIPTION
 JU2302
 JU2302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2302'4.85 MI SE FROM PORT ELIZABETH.
 JU2302'4.85 MILES SOUTHEAST ALONG STATE ROUTE 47 FROM THE VOLUNTEER FIRE
 JU2302'DEPARTMENT IN PORT ELIZABETH, AT THE JUNCTION OF A PAVED ROAD LEADING
 JU2302'NORTHWEST, 58.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JU2302'30 FEET WEST OF THE MOST SOUTHWESTERLY OF TWO METAL SUPPORTS FOR A
 JU2302'ROAD SIGN TO MILLVILLE, CAMDEN AND LEESBURG, 3.25 FEET NORTHEAST OF
 JU2302'THE CENTER LINE OF THE PAVED ROAD, 3 FEET NORTH OF POWER POLE NUMBER
 JU2302'6600.
 JU2302'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 JU2302'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2453 ***********************************************************************
 JU2453  DESIGNATION -  Y 79
 JU2453  PID         -  JU2453
 JU2453  STATE/COUNTY-  NJ/OCEAN
 JU2453  USGS QUAD   -  TOMS RIVER (1989)
 JU2453
 JU2453                         *CURRENT SURVEY CONTROL
 JU2453  ___________________________________________________________________
 JU2453* NAD 83(1986)-  39 57 01.     (N)    074 07 43.     (W)     SCALED    
 JU2453* NAVD 88     -         2.518  (meters)       8.26   (feet)  ADJUSTED  
 JU2453  ___________________________________________________________________
 JU2453  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JU2453  DYNAMIC HT  -           2.516 (meters)       8.25  (feet)  COMP
 JU2453  MODELED GRAV-     980,161.9   (mgal)                       NAVD 88
 JU2453
 JU2453  VERT ORDER  -  FIRST     CLASS II
 JU2453
 JU2453.The horizontal coordinates were scaled from a topographic map and have
 JU2453.an estimated accuracy of +/- 6 seconds.
 JU2453
 JU2453.The orthometric height was determined by differential leveling
 JU2453.and adjusted by the National Geodetic Survey in June 1991..
 JU2453
 JU2453.The geoid height was determined by GEOID03.
 JU2453
 JU2453.The dynamic height is computed by dividing the NAVD 88
 JU2453.geopotential number by the normal gravity value computed on the
 JU2453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2453.degrees latitude (g = 980.6199 gals.).
 JU2453
 JU2453.The modeled gravity was interpolated from observed gravity values.
 JU2453
 JU2453;                    North         East    Units  Estimated Accuracy
 JU2453;SPC NJ       -   124,060.      181,730.      MT  (+/- 180 meters Scaled)
 JU2453
 JU2453                          SUPERSEDED SURVEY CONTROL
 JU2453
 JU2453  NGVD 29 (01/10/92)    2.869  (m)            9.41   (f) ADJUSTED    1 2
 JU2453
 JU2453.Superseded values are not recommended for survey control.
 JU2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2453.See file dsdata.txt to determine how the superseded data were derived.
 JU2453
 JU2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK744226(NAD 83)
 JU2453_MARKER: DB = BENCH MARK DISK
 JU2453_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2453_SP_SET: STAINLESS STEEL ROD
 JU2453_STAMPING: Y 79 1979
 JU2453_PROJECTION: RECESSED 5 CENTIMETERS
 JU2453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2453_ROD/PIPE-DEPTH: 7.62 meters
 JU2453
 JU2453  HISTORY     - Date     Condition        Report By
 JU2453  HISTORY     - 1979     MONUMENTED       NGS
 JU2453  HISTORY     - 19960322 GOOD             USPSQD
 JU2453
 JU2453                          STATION DESCRIPTION
 JU2453
 JU2453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2453'1.8 MI EAST FROM TOMS RIVER.
 JU2453'1.8 MILES EAST ALONG STATE ROUTE 37 FROM THE JUNCTION OF WASHINGTON
 JU2453'STREET IN TOMS RIVER, AT THE JUNCTION OF MARTIN AVENUE, 129 FEET
 JU2453'SOUTH OF THE SOUTH CURB OF ROUTE 37, 48 FEET SOUTH OF THE SOUTHEAST
 JU2453'CORNER OF THE BANDWAGON RESTAURANT BUILDING, 41 FEET EAST OF THE
 JU2453'NORTHEAST CORNER OF HOUSE NUMBER 2 MARTIN AVENUE, 21 FEET WEST OF
 JU2453'THE CENTER OF MARTIN AVENUE, 1.5 FEET WEST OF POWER POLE JC 1926 DV,
 JU2453'3 MV.
 JU2453'THE MARK IS 1 FT  S FROM A WITNESS POST.
 JU2453'THE MARK IS ABOVE LEVEL WITH AVENUE.
 JU2453
 JU2453                          STATION RECOVERY (1996)
 JU2453
 JU2453'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0936 ***********************************************************************
 JU0936  DESIGNATION -  Y 8
 JU0936  PID         -  JU0936
 JU0936  STATE/COUNTY-  NJ/CUMBERLAND
 JU0936  USGS QUAD   -  DIVIDING CREEK (1986)
 JU0936
 JU0936                         *CURRENT SURVEY CONTROL
 JU0936  ___________________________________________________________________
 JU0936* NAD 83(1986)-  39 20 34.     (N)    075 00 27.     (W)     SCALED    
 JU0936* NAVD 88     -         2.618  (meters)       8.59   (feet)  ADJUSTED  
 JU0936  ___________________________________________________________________
 JU0936  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JU0936  DYNAMIC HT  -           2.616 (meters)       8.58  (feet)  COMP
 JU0936  MODELED GRAV-     980,115.8   (mgal)                       NAVD 88
 JU0936
 JU0936  VERT ORDER  -  FIRST     CLASS II
 JU0936
 JU0936.The horizontal coordinates were scaled from a topographic map and have
 JU0936.an estimated accuracy of +/- 6 seconds.
 JU0936
 JU0936.The orthometric height was determined by differential leveling
 JU0936.and adjusted by the National Geodetic Survey in June 1991..
 JU0936
 JU0936.The geoid height was determined by GEOID03.
 JU0936
 JU0936.The dynamic height is computed by dividing the NAVD 88
 JU0936.geopotential number by the normal gravity value computed on the
 JU0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0936.degrees latitude (g = 980.6199 gals.).
 JU0936
 JU0936.The modeled gravity was interpolated from observed gravity values.
 JU0936
 JU0936;                    North         East    Units  Estimated Accuracy
 JU0936;SPC NJ       -    56,670.      106,250.      MT  (+/- 180 meters Scaled)
 JU0936
 JU0936                          SUPERSEDED SURVEY CONTROL
 JU0936
 JU0936  NGVD 29 (01/10/92)    2.960  (m)            9.71   (f) ADJUSTED    1 2
 JU0936
 JU0936.Superseded values are not recommended for survey control.
 JU0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0936.See file dsdata.txt to determine how the superseded data were derived.
 JU0936
 JU0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ993548(NAD 83)
 JU0936_MARKER: DB = BENCH MARK DISK
 JU0936_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0936_SP_SET: BRIDGE
 JU0936_STAMPING: 9.885 Y 8 1930
 JU0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0936+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 JU0936
 JU0936  HISTORY     - Date     Condition        Report By
 JU0936  HISTORY     - 1930     MONUMENTED       CGS
 JU0936  HISTORY     - 1934     GOOD             CGS
 JU0936  HISTORY     - 1979     GOOD             NGS
 JU0936  HISTORY     - 19950129 GOOD             USPSQD
 JU0936  HISTORY     - 20050913 GOOD             NJDEP
 JU0936
 JU0936                          STATION DESCRIPTION
 JU0936
 JU0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JU0936'2 MI N FROM PORT ELIZABETH.
 JU0936'2 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE CEMETERY AT PORT
 JU0936'ELIZABETH, CUMBERLAND COUNTY, AT THE BRIDGE OVER MANANTICO CREEK,
 JU0936'IN THE TOP OF THE WEST CURB, AND 10 FEET NORTH OF THE SOUTH END
 JU0936'OF THE BRIDGE.  A STANDARD DISK, STAMPED 9.885 Y 8 1930.
 JU0936
 JU0936                          STATION RECOVERY (1979)
 JU0936
 JU0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0936'RECOVERED IN GOOD CONDITION.
 JU0936
 JU0936                          STATION RECOVERY (1995)
 JU0936
 JU0936'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0936'RECOVERED IN GOOD CONDITION.
 JU0936
 JU0936                          STATION RECOVERY (2005)
 JU0936
 JU0936'RECOVERY NOTE BY NJ DEPT OF ENVIR PRO 2005 (WM)
 JU0936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3510 ***********************************************************************
 KV3510  DESIGNATION -  Y 81
 KV3510  PID         -  KV3510
 KV3510  STATE/COUNTY-  NJ/MONMOUTH
 KV3510  USGS QUAD   -  SANDY HOOK (1981)
 KV3510
 KV3510                         *CURRENT SURVEY CONTROL
 KV3510  ___________________________________________________________________
 KV3510* NAD 83(1986)-  40 26 01.     (N)    074 07 07.     (W)     SCALED    
 KV3510* NAVD 88     -         2.544  (meters)       8.35   (feet)  ADJUSTED  
 KV3510  ___________________________________________________________________
 KV3510  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KV3510  DYNAMIC HT  -           2.543 (meters)       8.34  (feet)  COMP
 KV3510  MODELED GRAV-     980,220.3   (mgal)                       NAVD 88
 KV3510
 KV3510  VERT ORDER  -  FIRST     CLASS II
 KV3510
 KV3510.The horizontal coordinates were scaled from a topographic map and have
 KV3510.an estimated accuracy of +/- 6 seconds.
 KV3510
 KV3510.The orthometric height was determined by differential leveling
 KV3510.and adjusted by the National Geodetic Survey in June 1991..
 KV3510
 KV3510.The geoid height was determined by GEOID03.
 KV3510
 KV3510.The dynamic height is computed by dividing the NAVD 88
 KV3510.geopotential number by the normal gravity value computed on the
 KV3510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3510.degrees latitude (g = 980.6199 gals.).
 KV3510
 KV3510.The modeled gravity was interpolated from observed gravity values.
 KV3510
 KV3510;                    North         East    Units  Estimated Accuracy
 KV3510;SPC NJ       -   177,730.      182,360.      MT  (+/- 180 meters Scaled)
 KV3510
 KV3510                          SUPERSEDED SURVEY CONTROL
 KV3510
 KV3510  NGVD 29 (01/10/92)    2.849  (m)            9.35   (f) ADJUSTED    1 2
 KV3510
 KV3510.Superseded values are not recommended for survey control.
 KV3510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3510.See file dsdata.txt to determine how the superseded data were derived.
 KV3510
 KV3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK747762(NAD 83)
 KV3510_MARKER: DB = BENCH MARK DISK
 KV3510_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3510_SP_SET: STAINLESS STEEL ROD
 KV3510_STAMPING: Y 81 1979
 KV3510_PROJECTION: RECESSED 5 CENTIMETERS
 KV3510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3510_ROD/PIPE-DEPTH: 7.62 meters
 KV3510
 KV3510  HISTORY     - Date     Condition        Report By
 KV3510  HISTORY     - 1979     MONUMENTED       NGS
 KV3510  HISTORY     - 19920819 MARK NOT FOUND   USPSQD
 KV3510  HISTORY     - 20011204 GOOD             GRAGEL
 KV3510
 KV3510                          STATION DESCRIPTION
 KV3510
 KV3510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3510'IN EAST KEANSBURG.
 KV3510'IN EAST KEANSBURG, SET AT THE JUNCTION OF THOMPSON AVENUE, BALDWIN
 KV3510'AVENUE AND STATE ROUTE 36 ON THE SOUTH SIDE OF A 2 FOOT GALVANIZED
 KV3510'METAL GUARD RAIL ALONG THE EAST BOUND LANE OF ROUTE 36, 1.25 MILES EAS
 KV3510'OF THE JUNCTION OF ROUTE 36 AND LAUREL AVENUE IN KEANSBURG, 104 FEET
 KV3510'EAST OF THE CENTER LINE OF THOMPSON AVENUE, 109 FEET NORTHEAST OF THE
 KV3510'NORTHEAST CORNER OF A 2 STORY HOUSE NUMBER 16 BALDWIN AVENUE, 112
 KV3510'FEET NORTHEAST OF THE CENTER LINE OF BALDWIN AVENUE, 36.3 FEET EAST
 KV3510'OF THE WEST END OF THE GUARD RAIL, 9.8 FEET SOUTHWEST OF A 8 FOOT
 KV3510'ALUMINUM POLE SUPPORTING A TRAFFIC LIGHT, 9 FEET SOUTH OF THE SOUTH
 KV3510'CURB OF ROUTE, AND 1 FOOT SOUTH OF THE METAL GUARD RAIL.
 KV3510'THE MARK IS 1 FT  N FROM A WITNESS POST.
 KV3510'THE MARK IS 1 FT ABOVE HIGHWAY.
 KV3510
 KV3510                          STATION RECOVERY (1992)
 KV3510
 KV3510'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV3510'MARK NOT FOUND.
 KV3510
 KV3510                          STATION RECOVERY (2001)
 KV3510
 KV3510'RECOVERY NOTE BY GRAVATT GELLER AND ASSOCIATES 2001 (RWS)
 KV3510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2273 ***********************************************************************
 JU2273  DESIGNATION -  Y 82
 JU2273  PID         -  JU2273
 JU2273  STATE/COUNTY-  NJ/CUMBERLAND
 JU2273  USGS QUAD   -  MILLVILLE (1997)
 JU2273
 JU2273                         *CURRENT SURVEY CONTROL
 JU2273  ___________________________________________________________________
 JU2273* NAD 83(1986)-  39 24 34.     (N)    075 07 21.     (W)     SCALED    
 JU2273* NAVD 88     -        30.244  (meters)      99.23   (feet)  ADJUSTED  
 JU2273  ___________________________________________________________________
 JU2273  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JU2273  DYNAMIC HT  -          30.228 (meters)      99.17  (feet)  COMP
 JU2273  MODELED GRAV-     980,119.9   (mgal)                       NAVD 88
 JU2273
 JU2273  VERT ORDER  -  FIRST     CLASS II
 JU2273
 JU2273.The horizontal coordinates were scaled from a topographic map and have
 JU2273.an estimated accuracy of +/- 6 seconds.
 JU2273
 JU2273.The orthometric height was determined by differential leveling
 JU2273.and adjusted by the National Geodetic Survey in June 1991..
 JU2273
 JU2273.The geoid height was determined by GEOID03.
 JU2273
 JU2273.The dynamic height is computed by dividing the NAVD 88
 JU2273.geopotential number by the normal gravity value computed on the
 JU2273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2273.degrees latitude (g = 980.6199 gals.).
 JU2273
 JU2273.The modeled gravity was interpolated from observed gravity values.
 JU2273
 JU2273;                    North         East    Units  Estimated Accuracy
 JU2273;SPC NJ       -    64,140.       96,390.      MT  (+/- 180 meters Scaled)
 JU2273
 JU2273                          SUPERSEDED SURVEY CONTROL
 JU2273
 JU2273  NGVD 29 (01/10/92)   30.565  (m)          100.28   (f) ADJUSTED    1 2
 JU2273
 JU2273.Superseded values are not recommended for survey control.
 JU2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2273.See file dsdata.txt to determine how the superseded data were derived.
 JU2273
 JU2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ894622(NAD 83)
 JU2273_MARKER: DB = BENCH MARK DISK
 JU2273_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2273_SP_SET: STAINLESS STEEL ROD
 JU2273_STAMPING: Y 82 1979
 JU2273_PROJECTION: RECESSED 5 CENTIMETERS
 JU2273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2273_ROD/PIPE-DEPTH: 7.62 meters
 JU2273
 JU2273  HISTORY     - Date     Condition        Report By
 JU2273  HISTORY     - 1979     MONUMENTED       NGS
 JU2273  HISTORY     - 1987     GOOD             LOCSUR
 JU2273  HISTORY     - 19950129 GOOD             USPSQD
 JU2273
 JU2273                          STATION DESCRIPTION
 JU2273
 JU2273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2273'6.45 MI EAST FROM BRIDGETON.
 JU2273'6.45 MILES EAST ALONG STATE ROUTE 49 FROM THE POST OFFICE IN
 JU2273'BRIDGETON, 0.45 MILE WEST OF THE JUNCTION OF MORAIS AVENUE, AT THE
 JU2273'JUNCTION OF A PAVED ROAD LEADING NORTH, 29 FEET NORTH OF THE
 JU2273'CENTER LINE OF THE HIGHWAY, 24 FEET EAST OF THE CENTER OF THE ROAD,
 JU2273'11.4 FEET WEST-NORTHWEST OF THE MAIL BOX BELONGING TO G. GROOMS
 JU2273'BOX 59A, 3.2 FEET NORTH OF POWER POLE NUMBER 246.
 JU2273'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
 JU2273'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2273
 JU2273                          STATION RECOVERY (1987)
 JU2273
 JU2273'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (CT)
 JU2273'RECOVERED IN GOOD CONDITION.
 JU2273
 JU2273                          STATION RECOVERY (1995)
 JU2273
 JU2273'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0654 ***********************************************************************
 JU0654  DESIGNATION -  Y 9
 JU0654  PID         -  JU0654
 JU0654  STATE/COUNTY-  NJ/SALEM
 JU0654  USGS QUAD   -  PENNS GROVE (1995)
 JU0654
 JU0654                         *CURRENT SURVEY CONTROL
 JU0654  ___________________________________________________________________
 JU0654* NAD 83(1986)-  39 41 01.     (N)    075 29 36.     (W)     SCALED    
 JU0654* NAVD 88     -         2.384  (meters)       7.82   (feet)  POSTED    
 JU0654  ___________________________________________________________________
 JU0654  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JU0654  DYNAMIC HT  -           2.380 (meters)       7.81  (feet)  COMP
 JU0654  MODELED GRAV-     980,156.9   (mgal)                       NAVD 88
 JU0654
 JU0654  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0654
 JU0654.The horizontal coordinates were scaled from a topographic map and have
 JU0654.an estimated accuracy of +/- 6 seconds.
 JU0654
 JU0654.The orthometric height was determined by differential leveling
 JU0654.and adjusted by the National Geodetic Survey in 1992..
 JU0654.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0654.rate of 0.0 thru 1.0 mm/km.
 JU0654
 JU0654.The geoid height was determined by GEOID03.
 JU0654
 JU0654.The dynamic height is computed by dividing the NAVD 88
 JU0654.geopotential number by the normal gravity value computed on the
 JU0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0654.degrees latitude (g = 980.6199 gals.).
 JU0654
 JU0654.The modeled gravity was interpolated from observed gravity values.
 JU0654
 JU0654;                    North         East    Units  Estimated Accuracy
 JU0654;SPC NJ       -    94,860.       64,790.      MT  (+/- 180 meters Scaled)
 JU0654
 JU0654                          SUPERSEDED SURVEY CONTROL
 JU0654
 JU0654  NGVD 29 (??/??/??)    2.729  (m)            8.95   (f) ADJUSTED    1 2
 JU0654
 JU0654.Superseded values are not recommended for survey control.
 JU0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0654.See file dsdata.txt to determine how the superseded data were derived.
 JU0654
 JU0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ576927(NAD 83)
 JU0654_MARKER: DB = BENCH MARK DISK
 JU0654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0654_SP_SET: CONCRETE FOOTING
 JU0654_STAMPING: 8.953 Y 9 1930
 JU0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0654
 JU0654  HISTORY     - Date     Condition        Report By
 JU0654  HISTORY     - 1930     MONUMENTED       CGS
 JU0654  HISTORY     - 1973     GOOD             NGS
 JU0654
 JU0654                          STATION DESCRIPTION
 JU0654
 JU0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0654'AT DEEPWATER.
 JU0654'AT DEEPWATER, SALEM COUNTY, AT THE WATER TANK, AND IN THE TOP
 JU0654'OF THE EAST CONCRETE FOOTING.  A STANDARD DISK, STAMPED 8.953 Y
 JU0654'9 1930.
 JU0654
 JU0654                          STATION RECOVERY (1973)
 JU0654
 JU0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JU0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2937 ***********************************************************************
 JU2937  DESIGNATION -  YACHT
 JU2937  PID         -  JU2937
 JU2937  STATE/COUNTY-  NJ/CAPE MAY
 JU2937  USGS QUAD   -  STONE HARBOR (1972)
 JU2937
 JU2937                         *CURRENT SURVEY CONTROL
 JU2937  ___________________________________________________________________
 JU2937* NAD 83(1996)-  39 03 49.37057(N)    074 45 19.38304(W)     ADJUSTED  
 JU2937* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU2937  ___________________________________________________________________
 JU2937  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 JU2937  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 JU2937
 JU2937  HORZ ORDER  -  THIRD
 JU2937
 JU2937.The horizontal coordinates were established by classical geodetic methods
 JU2937.and adjusted by the National Geodetic Survey in September 1999..
 JU2937
 JU2937.The orthometric height was scaled from a topographic map.
 JU2937
 JU2937.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU2937
 JU2937.The geoid height was determined by GEOID03.
 JU2937
 JU2937;                    North         East     Units Scale Factor Converg.
 JU2937;SPC NJ       -    25,604.082   127,899.037   MT  0.99990601   -0 09 39.4
 JU2937;SPC NJ       -    84,002.73    419,615.42   sFT  0.99990601   -0 09 39.4
 JU2937;UTM  18      - 4,323,875.507   521,162.716   MT  0.99960551   +0 09 15.0
 JU2937
 JU2937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2937!SPC NJ       -   1.00000528  x   0.99990601  =   0.99991129
 JU2937!UTM  18      -   1.00000528  x   0.99960551  =   0.99961079
 JU2937
 JU2937|---------------------------------------------------------------------|
 JU2937| PID    Reference Object                     Distance      Geod. Az  |
 JU2937|                                                           dddmmss.s |
 JU2937| CB2390 YACHT RM 1                           25.113 METERS 12329     |
 JU2937| JU2939 CHANNEL                             APPROX. 1.6 KM 2613153.0 |
 JU2937|---------------------------------------------------------------------|
 JU2937
 JU2937                          SUPERSEDED SURVEY CONTROL
 JU2937
 JU2937  NAD 83(1991)-  39 03 49.34861(N)    074 45 19.38445(W) AD(       ) 3
 JU2937  NAD 83(1986)-  39 03 49.34742(N)    074 45 19.38444(W) AD(       ) 3
 JU2937  NAD 27      -  39 03 48.93700(N)    074 45 20.79500(W) AD(       ) 3
 JU2937
 JU2937.Superseded values are not recommended for survey control.
 JU2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2937.See file dsdata.txt to determine how the superseded data were derived.
 JU2937
 JU2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ2116323876(NAD 83)
 JU2937_MARKER: DS = TRIANGULATION STATION DISK
 JU2937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2937
 JU2937  HISTORY     - Date     Condition        Report By
 JU2937  HISTORY     - 1936     MONUMENTED       CGS
 JU2937  HISTORY     - 1937     GOOD             CGS
 JU2937  HISTORY     - 1943     SEE DESCRIPTION  CGS
 JU2937  HISTORY     - 1952     MARK NOT FOUND   CGS
 JU2937
 JU2937                          STATION DESCRIPTION
 JU2937
 JU2937'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JAB)
 JU2937'LOCATED IN STONE HARBOR ON THE S SIDE OF 83RD STREET, 25.7 FEET
 JU2937'INSHORE FROM A WOOD BULKHEAD ON THE INLAND WATERWAY.  THE STATION
 JU2937'IS 17-1/2 FEET FROM THE CENTER LINE OF 83RD STREET.
 JU2937'
 JU2937'STATION IS MARKED, AS DESCRIBED IN NOTE 1A, BY A STANDARD DISK,
 JU2937'STAMPED YACHT 1936, SET IN TOP OF A CONCRETE MONUMENT WHICH
 JU2937'PROJECTS 6 INCHES ABOVE GROUND.
 JU2937'
 JU2937'REFERENCE MARK NO.1 IS SET 17 FEET FROM THE CENTER LINE OF
 JU2937'83RD STREET AND INSHORE FROM THE CENTER MARK.  IT IS MARKED, AS
 JU2937'DESCRIBED IN NOTE 11A, BY A STANDARD DISK, STAMPED NO.1 YACHT
 JU2937'1936, SET IN A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE
 JU2937'GROUND.
 JU2937
 JU2937                          STATION RECOVERY (1937)
 JU2937
 JU2937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LDG)
 JU2937'THE STATION AND REFERENCE MARKS WERE RECOVERED IN FAIR
 JU2937'CONDITION.  THE DESCRIPTION WAS NOT AVAILABLE.  THE MARKS ARE
 JU2937'ON THE S SIDE OF 83RD STREET.  THE STATION IS A FEW FEET FROM
 JU2937'THE BULKHEAD ON THE INLAND WATERWAY, THE BULKHEAD IS IN POOR
 JU2937'CONDITION AND CONSIDERABLE EROSION CLOSE TO THE MARKS WHICH MAY
 JU2937'BE DESTROYED IN THE NEAR FUTURE UNLESS THE STREET IS REPAIRED.
 JU2937
 JU2937                          STATION RECOVERY (1943)
 JU2937
 JU2937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 JU2937'STATION MARK FOR YATCH 1936 HAS BEEN DESTROYED.
 JU2937'
 JU2937'REFERENCE MARK NO. 1 IS STILL RECOVERABLE IN GOOD CONDITION.
 JU2937
 JU2937                          STATION RECOVERY (1952)
 JU2937
 JU2937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCC)
 JU2937'STATION MARK IS PROBABLY COVERED OR DESTROYED AS STREET HAS
 JU2937'BEEN WIDENED AND ASPHALTED.
 JU2937'
 JU2937'R.M. NO. 1 NOT RECOVERED, 83 FEET SOUTHEAST OF STATION MARK
 JU2937'PLACES IT UNDER A NEW HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0760 ***********************************************************************
 LY0760  DESIGNATION -  YY 30
 LY0760  PID         -  LY0760
 LY0760  STATE/COUNTY-  NJ/SUSSEX
 LY0760  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY0760
 LY0760                         *CURRENT SURVEY CONTROL
 LY0760  ___________________________________________________________________
 LY0760* NAD 83(1986)-  41 04 53.     (N)    074 53 36.     (W)     SCALED    
 LY0760* NAVD 88     -       271.896  (meters)     892.05   (feet)  ADJUSTED  
 LY0760  ___________________________________________________________________
 LY0760  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 LY0760  DYNAMIC HT  -         271.773 (meters)     891.64  (feet)  COMP
 LY0760  MODELED GRAV-     980,164.1   (mgal)                       NAVD 88
 LY0760
 LY0760  VERT ORDER  -  SECOND    CLASS 0
 LY0760
 LY0760.The horizontal coordinates were scaled from a topographic map and have
 LY0760.an estimated accuracy of +/- 6 seconds.
 LY0760
 LY0760.The orthometric height was determined by differential leveling
 LY0760.and adjusted by the National Geodetic Survey in June 1991..
 LY0760
 LY0760.The geoid height was determined by GEOID03.
 LY0760
 LY0760.The dynamic height is computed by dividing the NAVD 88
 LY0760.geopotential number by the normal gravity value computed on the
 LY0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0760.degrees latitude (g = 980.6199 gals.).
 LY0760
 LY0760.The modeled gravity was interpolated from observed gravity values.
 LY0760
 LY0760;                    North         East    Units  Estimated Accuracy
 LY0760;SPC NJ       -   249,660.      116,950.      MT  (+/- 180 meters Scaled)
 LY0760
 LY0760                          SUPERSEDED SURVEY CONTROL
 LY0760
 LY0760  NGVD 29 (??/??/92)  272.084  (m)          892.66   (f) ADJ UNCH    2 0
 LY0760
 LY0760.Superseded values are not recommended for survey control.
 LY0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0760.See file dsdata.txt to determine how the superseded data were derived.
 LY0760
 LY0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL089477(NAD 83)
 LY0760_MARKER: DB = BENCH MARK DISK
 LY0760_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0760_SP_SET: BRIDGE
 LY0760_STAMPING: YY 30 1942
 LY0760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0760
 LY0760  HISTORY     - Date     Condition        Report By
 LY0760  HISTORY     - 1942     MONUMENTED       CGS
 LY0760  HISTORY     - 1966     GOOD             NGS
 LY0760  HISTORY     - 20060611 GOOD             GEOCAC
 LY0760
 LY0760                          STATION DESCRIPTION
 LY0760
 LY0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0760'4.4 MI W FROM SWARTSWOOD.
 LY0760'0.4 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0760'AT SWARTSWOOD, THENCE 0.9 MILE WEST ALONG A BLACK TOP ROAD,
 LY0760'THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE 1.8 MILES
 LY0760'WEST ALONG A DIRT ROAD, THENCE 0.3 MILE NORTHWEST ALONG A BLACK
 LY0760'TOP ROAD, AT A CONCRETE BRIDGE OVER TROUT BROOK.  A STANDARD
 LY0760'DISK, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 LY0760'ABUTMENT, AND 13 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD.
 LY0760
 LY0760                          STATION RECOVERY (1966)
 LY0760
 LY0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LY0760'RECOVERED IN GOOD CONDITION.
 LY0760
 LY0760                          STATION RECOVERY (2006)
 LY0760
 LY0760'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0760'IN STILLWATER TOWNSHIP, ON FAIRVIEW LAKE ROAD (CR 624), ON BRIDGE OVER
 LY0760'TROUT BROOK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0014 ***********************************************************************
 KV0014  DESIGNATION -  Z 10
 KV0014  PID         -  KV0014
 KV0014  STATE/COUNTY-  NJ/MIDDLESEX
 KV0014  USGS QUAD   -  PERTH AMBOY (1981)
 KV0014
 KV0014                         *CURRENT SURVEY CONTROL
 KV0014  ___________________________________________________________________
 KV0014* NAD 83(1986)-  40 30 52.     (N)    074 16 29.     (W)     SCALED    
 KV0014* NAVD 88     -        17.554  (meters)      57.59   (feet)  ADJUSTED  
 KV0014  ___________________________________________________________________
 KV0014  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV0014  DYNAMIC HT  -          17.547 (meters)      57.57  (feet)  COMP
 KV0014  MODELED GRAV-     980,216.6   (mgal)                       NAVD 88
 KV0014
 KV0014  VERT ORDER  -  FIRST     CLASS I
 KV0014
 KV0014.The horizontal coordinates were scaled from a topographic map and have
 KV0014.an estimated accuracy of +/- 6 seconds.
 KV0014
 KV0014.The orthometric height was determined by differential leveling
 KV0014.and adjusted by the National Geodetic Survey in June 1991..
 KV0014
 KV0014.The geoid height was determined by GEOID03.
 KV0014
 KV0014.The dynamic height is computed by dividing the NAVD 88
 KV0014.geopotential number by the normal gravity value computed on the
 KV0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0014.degrees latitude (g = 980.6199 gals.).
 KV0014
 KV0014.The modeled gravity was interpolated from observed gravity values.
 KV0014
 KV0014;                    North         East    Units  Estimated Accuracy
 KV0014;SPC NJ       -   186,660.      169,090.      MT  (+/- 180 meters Scaled)
 KV0014
 KV0014                          SUPERSEDED SURVEY CONTROL
 KV0014
 KV0014  NGVD 29 (04/16/92)   17.859  (m)           58.59   (f) ADJUSTED    1 1
 KV0014
 KV0014.Superseded values are not recommended for survey control.
 KV0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0014.See file dsdata.txt to determine how the superseded data were derived.
 KV0014
 KV0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK614851(NAD 83)
 KV0014_MARKER: DB = BENCH MARK DISK
 KV0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0014_SP_SET: PIER
 KV0014_STAMPING: Z 10 1933 58.707
 KV0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0014
 KV0014  HISTORY     - Date     Condition        Report By
 KV0014  HISTORY     - 1933     MONUMENTED       CGS
 KV0014  HISTORY     - 1952     GOOD             CGS
 KV0014  HISTORY     - 1965     GOOD             CGS
 KV0014  HISTORY     - 1978     GOOD             NGS
 KV0014
 KV0014                          STATION DESCRIPTION
 KV0014
 KV0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0014'AT PERTH AMBOY.
 KV0014'AT PERTH AMBOY, AT THE LEHIGH VALLEY RAILROAD OVERPASS OVER NEW
 KV0014'BRUNSWICK AVENUE, SET VERTICALLY IN THE NORTHEAST FACE AT THE
 KV0014'NORTHWEST END OF THE FIRST PIER NORTHEAST OF NEW BRUNSWICK AVENUE,
 KV0014'3 FEET SOUTHEAST OF NORTHWEST END OF PIER AND ABOUT 5 FEET ABOVE
 KV0014'LEVEL OF SIDE WALK.
 KV0014
 KV0014                          STATION RECOVERY (1965)
 KV0014
 KV0014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV0014'RECOVERED IN GOOD CONDITION.
 KV0014
 KV0014                          STATION RECOVERY (1978)
 KV0014
 KV0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3436 ***********************************************************************
 KV3436  DESIGNATION -  Z 101
 KV3436  PID         -  KV3436
 KV3436  STATE/COUNTY-  NJ/PASSAIC
 KV3436  USGS QUAD   -  POMPTON PLAINS (1995)
 KV3436
 KV3436                         *CURRENT SURVEY CONTROL
 KV3436  ___________________________________________________________________
 KV3436* NAD 83(1986)-  40 55 28.     (N)    074 16 05.     (W)     SCALED    
 KV3436* NAVD 88     -        60.478  (meters)     198.42   (feet)  ADJUSTED  
 KV3436  ___________________________________________________________________
 KV3436  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KV3436  DYNAMIC HT  -          60.452 (meters)     198.33  (feet)  COMP
 KV3436  MODELED GRAV-     980,204.1   (mgal)                       NAVD 88
 KV3436
 KV3436  VERT ORDER  -  FIRST     CLASS II
 KV3436
 KV3436.The horizontal coordinates were scaled from a topographic map and have
 KV3436.an estimated accuracy of +/- 6 seconds.
 KV3436
 KV3436.The orthometric height was determined by differential leveling
 KV3436.and adjusted by the National Geodetic Survey in June 1991..
 KV3436
 KV3436.The geoid height was determined by GEOID03.
 KV3436
 KV3436.The dynamic height is computed by dividing the NAVD 88
 KV3436.geopotential number by the normal gravity value computed on the
 KV3436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3436.degrees latitude (g = 980.6199 gals.).
 KV3436
 KV3436.The modeled gravity was interpolated from observed gravity values.
 KV3436
 KV3436;                    North         East    Units  Estimated Accuracy
 KV3436;SPC NJ       -   232,180.      169,540.      MT  (+/- 180 meters Scaled)
 KV3436
 KV3436                          SUPERSEDED SURVEY CONTROL
 KV3436
 KV3436  NGVD 29 (??/??/??)   60.787  (m)          199.43   (f) ADJUSTED    1 2
 KV3436
 KV3436.Superseded values are not recommended for survey control.
 KV3436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3436.See file dsdata.txt to determine how the superseded data were derived.
 KV3436
 KV3436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL616306(NAD 83)
 KV3436_MARKER: DB = BENCH MARK DISK
 KV3436_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV3436_SP_SET: ABUTMENT
 KV3436_STAMPING: Z 101 1979
 KV3436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3436+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 KV3436
 KV3436  HISTORY     - Date     Condition        Report By
 KV3436  HISTORY     - 1979     MONUMENTED       NGS
 KV3436  HISTORY     - 20060510 GOOD             STEWRT
 KV3436
 KV3436                          STATION DESCRIPTION
 KV3436
 KV3436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3436'0.75 MI NW FROM MOUNTAIN VIEW.
 KV3436'0.75 MILE NORTHWEST ALONG STATE ROUTE 23 FROM THE JUNCTION OF LEGION
 KV3436'PLAZA IN MOUNTAIN VIEW TO THE MARK ON THE RIGHT, IN TOP OF THE
 KV3436'ABUTMENT AT THE SOUTHEAST CORNER AT THE EAST END OF THE NEW-YORK
 KV3436'AVENUE OVERPASS BRIDGE OVER ROUTE 23, 36 FEET SOUTH OF THE CENTER
 KV3436'CONCRETE MEDIUM OF THE BRIDGE, 1 FOOT EAST OF THE EAST END OF A
 KV3436'5-FOOT CHAIN LINK GUARD RAIL FENCE.
 KV3436
 KV3436                          STATION RECOVERY (2006)
 KV3436
 KV3436'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2006 (DEN)
 KV3436'LAT/LONG (HANDHELD) COORDINATES= N40D55M27.8S , W74D16M04.4S NAD83
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY2249 ***********************************************************************
 LY2249  DESIGNATION -  Z 102
 LY2249  PID         -  LY2249
 LY2249  STATE/COUNTY-  NJ/PASSAIC
 LY2249  USGS QUAD   -  WAWAYANDA (1994)
 LY2249
 LY2249                         *CURRENT SURVEY CONTROL
 LY2249  ___________________________________________________________________
 LY2249* NAD 83(1986)-  41 09 52.     (N)    074 22 49.     (W)     SCALED    
 LY2249* NAVD 88     -       340.724  (meters)    1117.86   (feet)  ADJUSTED  
 LY2249  ___________________________________________________________________
 LY2249  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LY2249  DYNAMIC HT  -         340.573 (meters)    1117.36  (feet)  COMP
 LY2249  MODELED GRAV-     980,171.0   (mgal)                       NAVD 88
 LY2249
 LY2249  VERT ORDER  -  FIRST     CLASS II
 LY2249
 LY2249.The horizontal coordinates were scaled from a topographic map and have
 LY2249.an estimated accuracy of +/- 6 seconds.
 LY2249
 LY2249.The orthometric height was determined by differential leveling
 LY2249.and adjusted by the National Geodetic Survey in June 1991..
 LY2249
 LY2249.The geoid height was determined by GEOID03.
 LY2249
 LY2249.The dynamic height is computed by dividing the NAVD 88
 LY2249.geopotential number by the normal gravity value computed on the
 LY2249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2249.degrees latitude (g = 980.6199 gals.).
 LY2249
 LY2249.The modeled gravity was interpolated from observed gravity values.
 LY2249
 LY2249;                    North         East    Units  Estimated Accuracy
 LY2249;SPC NJ       -   258,820.      160,050.      MT  (+/- 180 meters Scaled)
 LY2249
 LY2249                          SUPERSEDED SURVEY CONTROL
 LY2249
 LY2249  NGVD 29 (??/??/92)  341.027  (m)         1118.85   (f) ADJ UNCH    1 2
 LY2249
 LY2249.Superseded values are not recommended for survey control.
 LY2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2249.See file dsdata.txt to determine how the superseded data were derived.
 LY2249
 LY2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL519571(NAD 83)
 LY2249_MARKER: DV = VERTICAL CONTROL DISK
 LY2249_SETTING: 66 = SET IN ROCK OUTCROP
 LY2249_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LY2249_STAMPING: Z 102 1979
 LY2249_MARK LOGO: NGS   
 LY2249_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2249+STABILITY: POSITION/ELEVATION WELL
 LY2249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2249+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1992
 LY2249
 LY2249  HISTORY     - Date     Condition        Report By
 LY2249  HISTORY     - 1979     MONUMENTED       NGS
 LY2249  HISTORY     - 19921016 GOOD             NJGS
 LY2249  HISTORY     - 20041204 GOOD             GEOCAC
 LY2249
 LY2249                          STATION DESCRIPTION
 LY2249
 LY2249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2249'9.9 MI NE FROM NEWFOUNDLAND.
 LY2249'9.25 MILES NORTH-NORTHEAST ALONG CLINTON ROAD FROM THE JUNCTION OF
 LY2249'STATE ROUTE 23 IN NEWFOUNDLAND THENCE 0.65 MILE EAST ALONG WARWICK
 LY2249'TURNPIKE TO THE MARK ON THE RIGHT, IN TOP OF A LARGE ROCK CUT,
 LY2249'8 FOOT ABOVE THE ROAD, 100 FEET SOUTHWEST OF THE NORTHWEST CORNER
 LY2249'OF TOMMYS AUTO CLINIC A SINGLE STORY CONCRETE BLOCK BUILDING, 77 FEET
 LY2249'SOUTH OF THE CENTER OF THE ROAD, 62 FEET SOUTH AND IN LINE WITH
 LY2249'POWER POLE BD61, 1700, 21, 5.5 FEET SOUTHEAST OF A 12-INCH TRIANGLE
 LY2249'BLAZED MAPLE TREE.
 LY2249'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 LY2249'THE MARK IS 8 FT ABOVE ROAD.
 LY2249
 LY2249                          STATION RECOVERY (1992)
 LY2249
 LY2249'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 LY2249'THE STATION IS LOCATED IN WEST MILFORD TOWNSHIP ON THE SOUTHWEST SIDE
 LY2249'OF WARWICK TURNPIKE, ABOUT 150 FT (45.7 M) SOUTHWEST FROM THE TEE
 LY2249'INTERSECTION WITH LAKESHORE DRIVE, KNOWN LOCALLY AS PIONEER CORNER.
 LY2249'TO REACH THE STATION FROM THE WYE INTERSECTION OF WARWICK TURNPIKE
 LY2249'AND THE END OF UNION VALLEY ROAD, COUNTY ROAD 513, IN BROWNS, GO WEST
 LY2249'NORTHWEST ON WARWICK TURNPIKE FOR 1.55 MI (2.49 KM) TO THE STATION ON
 LY2249'THE RIGHT, SET FLUSH IN A DRILL HOLE IN A LARGE ROCK OUTCROP, JUST
 LY2249'WEST OF A PARKING LOT UNDER CONSTRUCTION FOR SHOPS TO THE EAST.  THE
 LY2249'STATION IS ABOUT 12 FT (3.7 M) ABOVE THE LEVEL OF THE ROAD AND IS
 LY2249'ABOUT 1 FT (0.3 M) SOUTHEAST FROM A METAL WITNESS POST IMBEDDED IN
 LY2249'THE ROCK.
 LY2249
 LY2249                          STATION RECOVERY (2004)
 LY2249
 LY2249'RECOVERY NOTE BY GEOCACHING 2004 (JRI)
 LY2249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0120 ***********************************************************************
 KV0120  DESIGNATION -  Z 11
 KV0120  PID         -  KV0120
 KV0120  STATE/COUNTY-  NJ/BERGEN
 KV0120  USGS QUAD   -  ORANGE (1981)
 KV0120
 KV0120                         *CURRENT SURVEY CONTROL
 KV0120  ___________________________________________________________________
 KV0120* NAD 83(1986)-  40 48 40.     (N)    074 07 42.     (W)     SCALED    
 KV0120* NAVD 88     -        19.367  (meters)      63.54   (feet)  ADJUSTED  
 KV0120  ___________________________________________________________________
 KV0120  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KV0120  DYNAMIC HT  -          19.359 (meters)      63.51  (feet)  COMP
 KV0120  MODELED GRAV-     980,224.3   (mgal)                       NAVD 88
 KV0120
 KV0120  VERT ORDER  -  FIRST     CLASS II
 KV0120
 KV0120.The horizontal coordinates were scaled from a topographic map and have
 KV0120.an estimated accuracy of +/- 6 seconds.
 KV0120
 KV0120.The orthometric height was determined by differential leveling
 KV0120.and adjusted by the National Geodetic Survey in June 1991..
 KV0120
 KV0120.The geoid height was determined by GEOID03.
 KV0120
 KV0120.The dynamic height is computed by dividing the NAVD 88
 KV0120.geopotential number by the normal gravity value computed on the
 KV0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0120.degrees latitude (g = 980.6199 gals.).
 KV0120
 KV0120.The modeled gravity was interpolated from observed gravity values.
 KV0120
 KV0120;                    North         East    Units  Estimated Accuracy
 KV0120;SPC NJ       -   219,640.      181,360.      MT  (+/- 180 meters Scaled)
 KV0120
 KV0120                          SUPERSEDED SURVEY CONTROL
 KV0120
 KV0120  NGVD 29 (??/??/??)   19.685  (m)           64.58   (f) ADJUSTED    1 2
 KV0120
 KV0120.Superseded values are not recommended for survey control.
 KV0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0120.See file dsdata.txt to determine how the superseded data were derived.
 KV0120
 KV0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL735181(NAD 83)
 KV0120_MARKER: DB = BENCH MARK DISK
 KV0120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0120_SP_SET: BUILDING
 KV0120_STAMPING: 64.583 Z 11 1933
 KV0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0120
 KV0120  HISTORY     - Date     Condition        Report By
 KV0120  HISTORY     - 1933     MONUMENTED       CGS
 KV0120  HISTORY     - 1934     GOOD             CGS
 KV0120  HISTORY     - 1979     GOOD             NGS
 KV0120
 KV0120                          STATION DESCRIPTION
 KV0120
 KV0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV0120'AT LYNDHURST.
 KV0120'AT LYNDHURST, BERGEN COUNTY, AT THE SOUTHWEST CORNER OF THE
 KV0120'INTERSECTION OF STUYVESANT AVE. AND FERN STREET, 156 FEET WEST
 KV0120'OF THE CENTERLINE OF FERN STREET, 86 FEET SOUTH OF THE CENTERLINE
 KV0120'OF STUYVESANT AVE., AT THE NORTHWEST CORNER OF FRANKLIN SCHOOL,
 KV0120'IN THE NORTH WALL, AND ABOUT 4 FEET HIGHER THAN THE GROUND.  A
 KV0120'STANDARD DISK, STAMPED 64.583 Z 11 1933 AND SET VERTICALLY.
 KV0120
 KV0120                          STATION RECOVERY (1979)
 KV0120
 KV0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0180 ***********************************************************************
 KV0180  DESIGNATION -  Z 12
 KV0180  PID         -  KV0180
 KV0180  STATE/COUNTY-  NJ/PASSAIC
 KV0180  USGS QUAD   -  POMPTON PLAINS (1995)
 KV0180
 KV0180                         *CURRENT SURVEY CONTROL
 KV0180  ___________________________________________________________________
 KV0180* NAD 83(1986)-  40 54 56.     (N)    074 15 56.     (W)     SCALED    
 KV0180* NAVD 88     -        55.136  (meters)     180.89   (feet)  ADJUSTED  
 KV0180  ___________________________________________________________________
 KV0180  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KV0180  DYNAMIC HT  -          55.113 (meters)     180.82  (feet)  COMP
 KV0180  MODELED GRAV-     980,204.3   (mgal)                       NAVD 88
 KV0180
 KV0180  VERT ORDER  -  FIRST     CLASS II
 KV0180
 KV0180.The horizontal coordinates were scaled from a topographic map and have
 KV0180.an estimated accuracy of +/- 6 seconds.
 KV0180
 KV0180.The orthometric height was determined by differential leveling
 KV0180.and adjusted by the National Geodetic Survey in June 1991..
 KV0180
 KV0180.The geoid height was determined by GEOID03.
 KV0180
 KV0180.The dynamic height is computed by dividing the NAVD 88
 KV0180.geopotential number by the normal gravity value computed on the
 KV0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0180.degrees latitude (g = 980.6199 gals.).
 KV0180
 KV0180.The modeled gravity was interpolated from observed gravity values.
 KV0180
 KV0180;                    North         East    Units  Estimated Accuracy
 KV0180;SPC NJ       -   231,200.      169,750.      MT  (+/- 180 meters Scaled)
 KV0180
 KV0180                          SUPERSEDED SURVEY CONTROL
 KV0180
 KV0180  NGVD 29 (??/??/??)   55.417  (m)          181.81   (f) ADJUSTED    1 2
 KV0180
 KV0180.Superseded values are not recommended for survey control.
 KV0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0180.See file dsdata.txt to determine how the superseded data were derived.
 KV0180
 KV0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL618296(NAD 83)
 KV0180_MARKER: DB = BENCH MARK DISK
 KV0180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0180_SP_SET: BRIDGE
 KV0180_STAMPING: 181.814 Z 12 1933
 KV0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0180
 KV0180  HISTORY     - Date     Condition        Report By
 KV0180  HISTORY     - 1933     MONUMENTED       CGS
 KV0180  HISTORY     - 1955     MARK NOT FOUND   CGS
 KV0180
 KV0180                          STATION DESCRIPTION
 KV0180
 KV0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KV0180'AT MOUNTAIN VIEW.
 KV0180'AT MOUNTAIN VIEW, PASSAIC COUNTY, ABOUT 1,000 FEET WEST ALONG THE
 KV0180'DELAWARE, LACKAWANNA AND WESTERN RAILROAD FROM THE STATION, ABOUT
 KV0180'1,500 FEET EAST OF THE ERIE RAILROAD CROSSING, IN THE TOP OF
 KV0180'THE NORTH CONCRETE BACK WALL OF AN OVERHEAD HIGHWAY CROSSING, AT
 KV0180'THE JUNCTION OF THE WING WALL AND THE BACK WALL, AND ABOUT 4 FEET
 KV0180'HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED 181.814 Z 12
 KV0180'1933.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS
 KV0180'NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE
 KV0180'ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0715 ***********************************************************************
 LY0715  DESIGNATION -  Z 13
 LY0715  PID         -  LY0715
 LY0715  STATE/COUNTY-  NJ/SUSSEX
 LY0715  USGS QUAD   -  HAMBURG (1976)
 LY0715
 LY0715                         *CURRENT SURVEY CONTROL
 LY0715  ___________________________________________________________________
 LY0715* NAD 83(1996)-  41 12 30.15264(N)    074 36 17.47336(W)     ADJUSTED  
 LY0715* NAVD 88     -       141.161  (meters)     463.13   (feet)  ADJUSTED  
 LY0715  ___________________________________________________________________
 LY0715  X           -   1,275,726.560 (meters)                     COMP
 LY0715  Y           -  -4,633,029.024 (meters)                     COMP
 LY0715  Z           -   4,179,932.198 (meters)                     COMP
 LY0715  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 LY0715  ELLIP HEIGHT-         108.74  (meters)          (10/23/02) GPS OBS
 LY0715  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 LY0715  DYNAMIC HT  -         141.102 (meters)     462.93  (feet)  COMP
 LY0715  MODELED GRAV-     980,207.6   (mgal)                       NAVD 88
 LY0715
 LY0715  HORZ ORDER  -  FIRST
 LY0715  VERT ORDER  -  FIRST     CLASS II
 LY0715  ELLP ORDER  -  FOURTH    CLASS I
 LY0715
 LY0715.The horizontal coordinates were established by GPS observations
 LY0715.and adjusted by the National Geodetic Survey in May 1999..
 LY0715
 LY0715.The orthometric height was determined by differential leveling
 LY0715.and adjusted by the National Geodetic Survey in June 1991..
 LY0715
 LY0715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY0715
 LY0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY0715
 LY0715.The ellipsoidal height was determined by GPS observations
 LY0715.and is referenced to NAD 83.
 LY0715
 LY0715.The geoid height was determined by GEOID03.
 LY0715
 LY0715.The dynamic height is computed by dividing the NAVD 88
 LY0715.geopotential number by the normal gravity value computed on the
 LY0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0715.degrees latitude (g = 980.6199 gals.).
 LY0715
 LY0715.The modeled gravity was interpolated from observed gravity values.
 LY0715
 LY0715;                    North         East     Units Scale Factor Converg.
 LY0715;SPC NJ       -   263,691.910   141,206.834   MT  0.99990095   -0 04 08.7
 LY0715;SPC NJ       -   865,129.21    463,276.09   sFT  0.99990095   -0 04 08.7
 LY0715;UTM  18      - 4,561,964.422   533,127.561   MT  0.99961351   +0 15 37.2
 LY0715
 LY0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY0715!SPC NJ       -   0.99998294  x   0.99990095  =   0.99988390
 LY0715!UTM  18      -   0.99998294  x   0.99961351  =   0.99959646
 LY0715
 LY0715                          SUPERSEDED SURVEY CONTROL
 LY0715
 LY0715  ELLIP H (05/14/99)  108.75   (m)                       GP(       ) 4 1
 LY0715  NAD 83(1996)-  41 12 30.15237(N)    074 36 17.47362(W) AD(       ) 1
 LY0715  NAD 83(1986)-  41 12 30.15332(N)    074 36 17.47281(W) AD(       ) 1
 LY0715  NAD 83(1986)-  41 12 30.14451(N)    074 36 17.47624(W) AD(       ) 3
 LY0715  NAD 27      -  41 12 29.80762(N)    074 36 18.90170(W) AD(       ) 3
 LY0715  NAVD 88 (01/26/93)  141.16   (m)          463.1    (f) LEVELING    3  
 LY0715  NGVD 29 (??/??/92)  141.356  (m)          463.77   (f) ADJ UNCH    1 2
 LY0715
 LY0715.Superseded values are not recommended for survey control.
 LY0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0715.See file dsdata.txt to determine how the superseded data were derived.
 LY0715
 LY0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL3312861964(NAD 83)
 LY0715_MARKER: DB = BENCH MARK DISK
 LY0715_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LY0715_SP_SET: UNSPECIFIED LIGHT STRUCTURE
 LY0715_STAMPING: Z 13 1933 463.765 FEET
 LY0715_MARK LOGO: CGS   
 LY0715_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0715_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0715+STABILITY: POSITION/ELEVATION WELL
 LY0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY0715+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 LY0715
 LY0715  HISTORY     - Date     Condition        Report By
 LY0715  HISTORY     - 1933     MONUMENTED       CGS
 LY0715  HISTORY     - 1934     GOOD             NGS
 LY0715  HISTORY     - 1985     GOOD             USPSQD
 LY0715  HISTORY     - 19870817 GOOD
 LY0715  HISTORY     - 19880801 GOOD             NGS
 LY0715  HISTORY     - 19881109 GOOD             NGS
 LY0715  HISTORY     - 19910417 GOOD             NJGS
 LY0715  HISTORY     - 20020703 GOOD             AASCO
 LY0715  HISTORY     - 20041028 GOOD             INDIV
 LY0715  HISTORY     - 20060522 GOOD             STEWRT
 LY0715
 LY0715                          STATION DESCRIPTION
 LY0715
 LY0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0715'AT SUSSEX.
 LY0715'AT SUSSEX, SUSSEX COUNTY, AT THE PLAZA IN FRONT OF THE NEW
 LY0715'YORK, SUSQUEHANNA AND WESTERN RAILROAD STATION, NEAR THE
 LY0715'CORNER OF MUNSON AND LIBERTY STREETS, 33 FEET NORTH OF LIBERTY
 LY0715'STREET, 33 FEET SOUTHWEST OF HOSPITAL ROAD, AT THE SOUTHEAST
 LY0715'CORNER OF THE MONUMENT PRESENTED TO THE BOROUGH OF SUSSEX BY
 LY0715'T.J. DUNN IN 1905, IN THE TOP OF THE RIM OF A GRANITE WATERING
 LY0715'TROUGH, AND ABOUT 2 FEET HIGHER THAN THE GROUND.  A STANDARD
 LY0715'DISK, STAMPED 463.765 Z 13 1933.
 LY0715
 LY0715                          STATION RECOVERY (1985)
 LY0715
 LY0715'RECOVERY NOTE BY US POWER SQUADRON 1985
 LY0715'THE NYS AND WRR STATION NO LONGER EXISTS AND ALL EVIDENCE OF THE
 LY0715'RAILROAD HAS BEEN REMOVED. THE ROAD AND STREET DESCRIPTION FOR
 LY0715'LOCATING THE MARK WAS FOUND ADEQUATE.
 LY0715
 LY0715                          STATION RECOVERY (1987)
 LY0715
 LY0715'RECOVERED 1987
 LY0715'RECOVERED IN GOOD CONDITION.
 LY0715
 LY0715                          STATION RECOVERY (1988)
 LY0715
 LY0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LY0715'RECOVERED IN GOOD CONDITION.
 LY0715
 LY0715                          STATION RECOVERY (1988)
 LY0715
 LY0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LY0715'RECOVERED IN GOOD CONDITION.
 LY0715
 LY0715                          STATION RECOVERY (1991)
 LY0715
 LY0715'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 LY0715'THE STATION IS LOCATED IN THE BOROUGH OF SUSSEX AT THE SOUTH CORNER OF
 LY0715'THE INTERSECTION OF MUNSON STREET AND LIBERTY STREET IN FRONT OF THE
 LY0715'LYNNWOOD RETIREMENT HOME.  TO REACH THE STATION FROM THE SUSSEX
 LY0715'BOROUGH HALL AT THE NORTHWEST CORNER OF THE INTERSECTION OF N.J.
 LY0715'ROUTE 23, HAMBURG AVENUE, AND N.J. ROUTE 284, EAST MAIN STREET, GO
 LY0715'SOUTHEAST ON N.J. ROUTE 23 FOR 0.12 MI (0.19 KM) TO THE TEE
 LY0715'INTERSECTION WITH MUNSON STREET ON THE LEFT.  TURN LEFT ON MUNSON
 LY0715'STREET AND GO NORTHEAST FOR 0.25 MI (0.40 KM) TO THE INTERSECTION
 LY0715'WITH LIBERTY STREET AND THE STATION ON THE RIGHT, SET IN THE TOP RIM
 LY0715'OF A GRANITE WATERING TROUGH AT THE SOUTHEAST CORNER OF A GRANITE
 LY0715'MONUMENT PRESENTED TO THE BOROUGH OF SUSSEX IN 1905.
 LY0715
 LY0715                          STATION RECOVERY (2002)
 LY0715
 LY0715'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (CAS)
 LY0715'RECOVERED IN GOOD CONDITION.
 LY0715
 LY0715                          STATION RECOVERY (2004)
 LY0715
 LY0715'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (EJF)
 LY0715'RECOVERED AS DESCRIBED
 LY0715
 LY0715                          STATION RECOVERY (2006)
 LY0715
 LY0715'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2006 (DEN)
 LY0715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1263 ***********************************************************************
 KV1263  DESIGNATION -  Z 14
 KV1263  PID         -  KV1263
 KV1263  STATE/COUNTY-  NJ/SUSSEX
 KV1263  USGS QUAD   -  STANHOPE (1981)
 KV1263
 KV1263                         *CURRENT SURVEY CONTROL
 KV1263  ___________________________________________________________________
 KV1263* NAD 83(1986)-  40 59 46.     (N)    074 44 43.     (W)     SCALED    
 KV1263* NAVD 88     -       180.310  (meters)     591.57   (feet)  ADJUSTED  
 KV1263  ___________________________________________________________________
 KV1263  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV1263  DYNAMIC HT  -         180.230 (meters)     591.30  (feet)  COMP
 KV1263  MODELED GRAV-     980,174.6   (mgal)                       NAVD 88
 KV1263
 KV1263  VERT ORDER  -  SECOND    CLASS 0
 KV1263
 KV1263.The horizontal coordinates were scaled from a topographic map and have
 KV1263.an estimated accuracy of +/- 6 seconds.
 KV1263
 KV1263.The orthometric height was determined by differential leveling
 KV1263.and adjusted by the National Geodetic Survey in June 1991..
 KV1263
 KV1263.The geoid height was determined by GEOID03.
 KV1263
 KV1263.The dynamic height is computed by dividing the NAVD 88
 KV1263.geopotential number by the normal gravity value computed on the
 KV1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1263.degrees latitude (g = 980.6199 gals.).
 KV1263
 KV1263.The modeled gravity was interpolated from observed gravity values.
 KV1263
 KV1263;                    North         East    Units  Estimated Accuracy
 KV1263;SPC NJ       -   240,150.      129,360.      MT  (+/- 180 meters Scaled)
 KV1263
 KV1263                          SUPERSEDED SURVEY CONTROL
 KV1263
 KV1263  NGVD 29 (??/??/??)  180.524  (m)          592.27   (f) ADJUSTED    2 0
 KV1263
 KV1263.Superseded values are not recommended for survey control.
 KV1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1263.See file dsdata.txt to determine how the superseded data were derived.
 KV1263
 KV1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL214383(NAD 83)
 KV1263_MARKER: DB = BENCH MARK DISK
 KV1263_SETTING: 66 = SET IN ROCK OUTCROP
 KV1263_SP_SET: ROCK OUTCROP
 KV1263_STAMPING: Z 14 1933 592.269
 KV1263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV1263+STABILITY: POSITION/ELEVATION WELL
 KV1263
 KV1263  HISTORY     - Date     Condition        Report By
 KV1263  HISTORY     - 1933     MONUMENTED       CGS
 KV1263  HISTORY     - 1934     GOOD             CGS
 KV1263
 KV1263                          STATION DESCRIPTION
 KV1263
 KV1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV1263'AT ANDOVER JUNCTION.
 KV1263'AT ANDOVER JUNCTION, SUSSEX COUNTY, ON THE DELAWARE, LACKAWANNA
 KV1263'AND WESTERN RAILROAD, 17 RAILS SOUTH OF THE INTERSECTION OF THE
 KV1263'LEHIGH AND HUDSON RIVER RAILWAY, 3 1/2 RAILS NORTH OF AUTOMATIC
 KV1263'SIGNAL F 55.6, 35 YARDS NORTHWEST OF A SMALL CONCRETE GARAGE, IN
 KV1263'THE TOP OF A SMALL ROCK OUTCROP, 12 YARDS EAST OF THE EAST RAIL,
 KV1263'AND ABOUT LEVEL WITH THE TRACK.  NOTE-- THE DELAWARE, LACKAWANNA
 KV1263'AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE
 KV1263'ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1515 ***********************************************************************
 KV1515  DESIGNATION -  Z 15
 KV1515  PID         -  KV1515
 KV1515  STATE/COUNTY-  NJ/WARREN
 KV1515  USGS QUAD   -  BLOOMSBURY (1970)
 KV1515
 KV1515                         *CURRENT SURVEY CONTROL
 KV1515  ___________________________________________________________________
 KV1515* NAD 83(1986)-  40 39 08.     (N)    075 05 25.     (W)     SCALED    
 KV1515* NAVD 88     -        98.915  (meters)     324.52   (feet)  ADJUSTED  
 KV1515  ___________________________________________________________________
 KV1515  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KV1515  DYNAMIC HT  -          98.869 (meters)     324.37  (feet)  COMP
 KV1515  MODELED GRAV-     980,155.9   (mgal)                       NAVD 88
 KV1515  OBS GRAVITY -     980,155.8   (mgal)                       GRAV_OBS
 KV1515
 KV1515  VERT ORDER  -  FIRST     CLASS II
 KV1515
 KV1515.The horizontal coordinates were scaled from a topographic map and have
 KV1515.an estimated accuracy of +/- 6 seconds.
 KV1515
 KV1515.The orthometric height was determined by differential leveling
 KV1515.and adjusted by the National Geodetic Survey in June 1991..
 KV1515
 KV1515.The geoid height was determined by GEOID03.
 KV1515
 KV1515.The dynamic height is computed by dividing the NAVD 88
 KV1515.geopotential number by the normal gravity value computed on the
 KV1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1515.degrees latitude (g = 980.6199 gals.).
 KV1515
 KV1515.The modeled gravity was interpolated from observed gravity values.
 KV1515.The observed gravity was obtained from relative gravimeter ties
 KV1515.to the IGSN71 gravity network.
 KV1515
 KV1515;                    North         East    Units  Estimated Accuracy
 KV1515;SPC NJ       -   202,100.      100,080.      MT  (+/- 180 meters Scaled)
 KV1515
 KV1515                          SUPERSEDED SURVEY CONTROL
 KV1515
 KV1515  NGVD 29 (01/10/92)   99.134  (m)          325.24   (f) ADJUSTED    1 2
 KV1515
 KV1515.Superseded values are not recommended for survey control.
 KV1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1515.See file dsdata.txt to determine how the superseded data were derived.
 KV1515
 KV1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL923001(NAD 83)
 KV1515_MARKER: DB = BENCH MARK DISK
 KV1515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1515_SP_SET: STEP
 KV1515_STAMPING: Z 15 1933
 KV1515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1515
 KV1515  HISTORY     - Date     Condition        Report By
 KV1515  HISTORY     - 1933     MONUMENTED       CGS
 KV1515  HISTORY     - 1934     GOOD             CGS
 KV1515  HISTORY     - 1954     GOOD             CGS
 KV1515  HISTORY     - 1978     GOOD             NGS
 KV1515
 KV1515                          STATION DESCRIPTION
 KV1515
 KV1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV1515'0.2 MI W FROM BLOOMSBURY.
 KV1515'0.2 MILE WEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE
 KV1515'STATION AT BLOOMSBURY, HUNTERDON COUNTY, AT A MASONRY ARCH BRIDGE
 KV1515'OVER A ROAD, ON THE SECOND STEP FROM THE TOP OF THE NORTHWEST
 KV1515'WING WALL, 14 FEET NORTH OF THE CENTERLINE OF THE WEST-BOUND
 KV1515'TRACK, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 KV1515
 KV1515                          STATION RECOVERY (1954)
 KV1515
 KV1515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KV1515'RECOVERED IN GOOD CONDITION.
 KV1515
 KV1515                          STATION RECOVERY (1978)
 KV1515
 KV1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0631 ***********************************************************************
 KV0631  DESIGNATION -  Z 18
 KV0631  PID         -  KV0631
 KV0631  STATE/COUNTY-  NJ/MORRIS
 KV0631  USGS QUAD   -  BOONTON (1981)
 KV0631
 KV0631                         *CURRENT SURVEY CONTROL
 KV0631  ___________________________________________________________________
 KV0631* NAD 83(1986)-  40 53 01.     (N)    074 28 48.     (W)     SCALED    
 KV0631* NAVD 88     -       159.707  (meters)     523.97   (feet)  ADJUSTED  
 KV0631  ___________________________________________________________________
 KV0631  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KV0631  DYNAMIC HT  -         159.637 (meters)     523.74  (feet)  COMP
 KV0631  MODELED GRAV-     980,188.3   (mgal)                       NAVD 88
 KV0631
 KV0631  VERT ORDER  -  SECOND    CLASS 0
 KV0631
 KV0631.The horizontal coordinates were scaled from a topographic map and have
 KV0631.an estimated accuracy of +/- 6 seconds.
 KV0631
 KV0631.The orthometric height was determined by differential leveling
 KV0631.and adjusted by the National Geodetic Survey in June 1991..
 KV0631
 KV0631.The geoid height was determined by GEOID03.
 KV0631
 KV0631.The dynamic height is computed by dividing the NAVD 88
 KV0631.geopotential number by the normal gravity value computed on the
 KV0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0631.degrees latitude (g = 980.6199 gals.).
 KV0631
 KV0631.The modeled gravity was interpolated from observed gravity values.
 KV0631
 KV0631;                    North         East    Units  Estimated Accuracy
 KV0631;SPC NJ       -   227,620.      151,690.      MT  (+/- 180 meters Scaled)
 KV0631
 KV0631                          SUPERSEDED SURVEY CONTROL
 KV0631
 KV0631  NGVD 29 (??/??/??)  159.959  (m)          524.80   (f) ADJUSTED    2 0
 KV0631
 KV0631.Superseded values are not recommended for survey control.
 KV0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0631.See file dsdata.txt to determine how the superseded data were derived.
 KV0631
 KV0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL438259(NAD 83)
 KV0631_MARKER: DB = BENCH MARK DISK
 KV0631_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV0631_SP_SET: SOUTHWEST CORNER ABUTMENT
 KV0631_STAMPING: Z 18 1935
 KV0631_MARK LOGO: CGS   
 KV0631_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0631+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 KV0631
 KV0631  HISTORY     - Date     Condition        Report By
 KV0631  HISTORY     - 1935     MONUMENTED       CGS
 KV0631  HISTORY     - 19910709 GOOD             NJGS
 KV0631  HISTORY     - 19950403 GOOD             USPSQD
 KV0631  HISTORY     - 20030403 GOOD             JCLS
 KV0631  HISTORY     - 20050404 GOOD             JCLS
 KV0631  HISTORY     - 20050405 GOOD             JCLS
 KV0631  HISTORY     - 20060424 GOOD             AASCO
 KV0631
 KV0631                          STATION DESCRIPTION
 KV0631
 KV0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV0631'6.4 MI N FROM MORRISTOWN.
 KV0631'6.4 MILES NORTH ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV0631'RAILROAD FROM THE MORRIS STREET UNDERPASS AT MORRISTOWN, MORRIS
 KV0631'COUNTY, AT DENVILLE, AT A BRANCH LINE LEADING TO ROCKAWAY, AT
 KV0631'THE OVERPASS OF STATE HIGHWAY 5N, AND IN THE TOP OF THE SOUTHWEST
 KV0631'CORNER OF THE SUPPORTING WALL.  A STANDARD DISK, STAMPED Z 18 1935.
 KV0631'NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE
 KV0631'ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE
 KV0631'LACKAWANNA RAILROAD.
 KV0631
 KV0631                          STATION RECOVERY (1991)
 KV0631
 KV0631'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV0631'THE STATION IS LOCATED IN THE TOWN OF DENVILLE IN MORRIS COUNTY ON THE
 KV0631'SIDE OF STATE HIGHWAY 53 IN THE TOP OF THE SOUTHWEST CORNER ABUTMENT
 KV0631'OF A RAILROAD BRIDGE OVERPASS, STRUCTURE NUMBER 1411150, OF AN
 KV0631'ABANDONED SPUR LINE.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 KV0631'HIGHWAY 10 AND THE EXIT RAMP FOR STATE HIGHWAY 53 NORTH, GO NORTHWEST
 KV0631'ON STATE HIGHWAY 53 FOR 2.55 MI (4.10 KM) TO THE RAILROAD BRIDGE
 KV0631'OVERPASS AND THE STATION ON THE LEFT.  THE RAILROAD BRIDGE DIRECTLY
 KV0631'TO THE NORTH IS THE MAIN LINE RAILROAD ROUTE, CARRYING TWO SETS OF
 KV0631'TRACKS OVER STATE HIGHWAY 53.  THE STATION IS 5.3 FT (1.6 M) WEST
 KV0631'FROM THE EAST FACE OF THE WEST ABUTMENT AND 4.2 FT (1.3 M) SOUTH FROM
 KV0631'THE CENTERLINE OF THE SOUTH THROUGH GIRDER.  THE STATION, A STANDARD
 KV0631'BENCHMARK DISK, STAMPED Z 18 1935 IS SET ABOUT 2.0 FT (0.6 M) BELOW
 KV0631'THE LEVEL OF THE FORMER RAILROAD BED.
 KV0631
 KV0631                          STATION RECOVERY (1995)
 KV0631
 KV0631'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV0631'RECOVERED IN GOOD CONDITION.
 KV0631
 KV0631                          STATION RECOVERY (2003)
 KV0631
 KV0631'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 KV0631'RECOVERED IN GOOD CONDITION.
 KV0631
 KV0631                          STATION RECOVERY (2005)
 KV0631
 KV0631'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 KV0631'RECOVERED IN GOOD CONDITION.
 KV0631
 KV0631                          STATION RECOVERY (2005)
 KV0631
 KV0631'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 KV0631'RECOVERED IN GOOD CONDITION.
 KV0631
 KV0631                          STATION RECOVERY (2006)
 KV0631
 KV0631'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV0631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1573 ***********************************************************************
 KV1573  DESIGNATION -  Z 19
 KV1573  PID         -  KV1573
 KV1573  STATE/COUNTY-  NJ/WARREN
 KV1573  USGS QUAD   -  PORTLAND (1997)
 KV1573
 KV1573                         *CURRENT SURVEY CONTROL
 KV1573  ___________________________________________________________________
 KV1573* NAD 83(1986)-  40 57 46.     (N)    075 00 04.     (W)     SCALED    
 KV1573* NAVD 88     -       153.186  (meters)     502.58   (feet)  ADJUSTED  
 KV1573  ___________________________________________________________________
 KV1573  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KV1573  DYNAMIC HT  -         153.118 (meters)     502.35  (feet)  COMP
 KV1573  MODELED GRAV-     980,178.3   (mgal)                       NAVD 88
 KV1573
 KV1573  VERT ORDER  -  SECOND    CLASS 0
 KV1573
 KV1573.The horizontal coordinates were scaled from a topographic map and have
 KV1573.an estimated accuracy of +/- 6 seconds.
 KV1573
 KV1573.The orthometric height was determined by differential leveling
 KV1573.and adjusted by the National Geodetic Survey in June 1991..
 KV1573
 KV1573.The geoid height was determined by GEOID03.
 KV1573
 KV1573.The dynamic height is computed by dividing the NAVD 88
 KV1573.geopotential number by the normal gravity value computed on the
 KV1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1573.degrees latitude (g = 980.6199 gals.).
 KV1573
 KV1573.The modeled gravity was interpolated from observed gravity values.
 KV1573
 KV1573;                    North         East    Units  Estimated Accuracy
 KV1573;SPC NJ       -   236,540.      107,820.      MT  (+/- 180 meters Scaled)
 KV1573
 KV1573                          SUPERSEDED SURVEY CONTROL
 KV1573
 KV1573  NGVD 29 (??/??/??)  153.386  (m)          503.23   (f) ADJUSTED    2 0
 KV1573
 KV1573.Superseded values are not recommended for survey control.
 KV1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1573.See file dsdata.txt to determine how the superseded data were derived.
 KV1573
 KV1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL999346(NAD 83)
 KV1573_MARKER: DB = BENCH MARK DISK
 KV1573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1573_SP_SET: UNDERPASS
 KV1573_STAMPING: Z 19 1935
 KV1573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1573
 KV1573  HISTORY     - Date     Condition        Report By
 KV1573  HISTORY     - 1935     MONUMENTED       CGS
 KV1573  HISTORY     - 1949     GOOD             CGS
 KV1573  HISTORY     - 1977     GOOD             LOCENG
 KV1573
 KV1573                          STATION DESCRIPTION
 KV1573
 KV1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KV1573'3.4 MI E FROM HAINESBURG.
 KV1573'3.4 MILES EAST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1573'RAILROAD FROM THE EAST END OF THE PAULINS KILL BRIDGE AT
 KV1573'HAINESBURG, WARREN COUNTY, 30 RAILS WEST OF MILEPOST 67, AT A
 KV1573'HIGHWAY UNDERPASS, AND IN THE TOP OF THE NORTHWEST CORNER.  A
 KV1573'STANDARD DISK, STAMPED Z 19 1935.  NOTE-- THE DELAWARE,
 KV1573'LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV1573'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV1573
 KV1573                          STATION RECOVERY (1977)
 KV1573
 KV1573'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 KV1573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1006 ***********************************************************************
 KV1006  DESIGNATION -  Z 2
 KV1006  PID         -  KV1006
 KV1006  STATE/COUNTY-  NJ/BURLINGTON
 KV1006  USGS QUAD   -  BEVERLY (1973)
 KV1006
 KV1006                         *CURRENT SURVEY CONTROL
 KV1006  ___________________________________________________________________
 KV1006* NAD 83(1986)-  40 03 58.     (N)    074 53 55.     (W)     SCALED    
 KV1006* NAVD 88     -         8.762  (meters)      28.75   (feet)  ADJUSTED  
 KV1006  ___________________________________________________________________
 KV1006  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV1006  DYNAMIC HT  -           8.759 (meters)      28.74  (feet)  COMP
 KV1006  MODELED GRAV-     980,192.1   (mgal)                       NAVD 88
 KV1006
 KV1006  VERT ORDER  -  FIRST     CLASS II
 KV1006
 KV1006.The horizontal coordinates were scaled from a topographic map and have
 KV1006.an estimated accuracy of +/- 6 seconds.
 KV1006
 KV1006.The orthometric height was determined by differential leveling
 KV1006.and adjusted by the National Geodetic Survey in June 1991..
 KV1006
 KV1006.The geoid height was determined by GEOID03.
 KV1006
 KV1006.The dynamic height is computed by dividing the NAVD 88
 KV1006.geopotential number by the normal gravity value computed on the
 KV1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1006.degrees latitude (g = 980.6199 gals.).
 KV1006
 KV1006.The modeled gravity was interpolated from observed gravity values.
 KV1006
 KV1006;                    North         East    Units  Estimated Accuracy
 KV1006;SPC NJ       -   136,930.      116,000.      MT  (+/- 180 meters Scaled)
 KV1006
 KV1006                          SUPERSEDED SURVEY CONTROL
 KV1006
 KV1006  NGVD 29 (01/10/92)    9.084  (m)           29.80   (f) ADJUSTED    1 2
 KV1006
 KV1006.Superseded values are not recommended for survey control.
 KV1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1006.See file dsdata.txt to determine how the superseded data were derived.
 KV1006
 KV1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK086351(NAD 83)
 KV1006_MARKER: DB = BENCH MARK DISK
 KV1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1006_STAMPING: Z 2 1924 29.944
 KV1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1006+STABILITY: SURFACE MOTION
 KV1006
 KV1006  HISTORY     - Date     Condition        Report By
 KV1006  HISTORY     - 1924     MONUMENTED       CGS
 KV1006  HISTORY     - 1956     GOOD             CGS
 KV1006  HISTORY     - 1973     MARK NOT FOUND   PADT
 KV1006  HISTORY     - 1984     GOOD             NJGS
 KV1006  HISTORY     - 19900524 MARK NOT FOUND   NJGS
 KV1006
 KV1006                          STATION DESCRIPTION
 KV1006
 KV1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1006'AT EDGEWATER PARK.
 KV1006'AT EDGEWATER PARK, 6 1/2 RAILS EAST OF THE EAST END OF THE
 KV1006'STATION, IN LINE WITH A ROW OF TELEGRAPH POLES, 13.3 FEET
 KV1006'SOUTHWEST OF THE SOUTHWEST CORNER OF STEEL BRIDGE NO. 15-52 OVER
 KV1006'AN ASPHALT STREET, 22.9 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 KV1006'TRACK, 10.8 FEET SOUTH OF THE SOUTH RAIL OF A SPUR TRACK, 14 1/2
 KV1006'FEET EAST OF A TELEGRAPH POLE, 1 1/2 FEET WEST OF A WITNESS POST,
 KV1006'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 KV1006'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE TRACK.
 KV1006
 KV1006                          STATION RECOVERY (1973)
 KV1006
 KV1006'RECOVERY NOTE BY PA DEPT OF TRANSP 1973
 KV1006'MARK NOT FOUND.
 KV1006
 KV1006                          STATION RECOVERY (1984)
 KV1006
 KV1006'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1984
 KV1006'STATION TORN DOWN AND SPUR TRACK REMOVED. OTHER TIES OK.
 KV1006
 KV1006                          STATION RECOVERY (1990)
 KV1006
 KV1006'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990 (FAC)
 KV1006'THE STATIONS WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV1006'SEARCH BY A ONE MAN PARTY.  A JUNKYARD HAS BEEN ESTABLISHED IN THE
 KV1006'AREA SOUTH OF THE TRACKS NEAR THE LOCATION OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1020 ***********************************************************************
 KV1020  DESIGNATION -  Z 20
 KV1020  PID         -  KV1020
 KV1020  STATE/COUNTY-  NJ/BURLINGTON
 KV1020  USGS QUAD   -  BRISTOL (1981)
 KV1020
 KV1020                         *CURRENT SURVEY CONTROL
 KV1020  ___________________________________________________________________
 KV1020* NAD 83(1986)-  40 06 57.     (N)    074 45 37.     (W)     SCALED    
 KV1020* NAVD 88     -         9.131  (meters)      29.96   (feet)  ADJUSTED  
 KV1020  ___________________________________________________________________
 KV1020  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV1020  DYNAMIC HT  -           9.127 (meters)      29.94  (feet)  COMP
 KV1020  MODELED GRAV-     980,196.2   (mgal)                       NAVD 88
 KV1020
 KV1020  VERT ORDER  -  SECOND    CLASS 0
 KV1020
 KV1020.The horizontal coordinates were scaled from a topographic map and have
 KV1020.an estimated accuracy of +/- 6 seconds.
 KV1020
 KV1020.The orthometric height was determined by differential leveling
 KV1020.and adjusted by the National Geodetic Survey in June 1991..
 KV1020
 KV1020.The geoid height was determined by GEOID03.
 KV1020
 KV1020.The dynamic height is computed by dividing the NAVD 88
 KV1020.geopotential number by the normal gravity value computed on the
 KV1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1020.degrees latitude (g = 980.6199 gals.).
 KV1020
 KV1020.The modeled gravity was interpolated from observed gravity values.
 KV1020
 KV1020;                    North         East    Units  Estimated Accuracy
 KV1020;SPC NJ       -   142,410.      127,810.      MT  (+/- 180 meters Scaled)
 KV1020
 KV1020                          SUPERSEDED SURVEY CONTROL
 KV1020
 KV1020  NGVD 29 (??/??/??)    9.492  (m)           31.14   (f) ADJUSTED    2 0
 KV1020
 KV1020.Superseded values are not recommended for survey control.
 KV1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1020.See file dsdata.txt to determine how the superseded data were derived.
 KV1020
 KV1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK204406(NAD 83)
 KV1020_MARKER: DB = BENCH MARK DISK
 KV1020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1020_SP_SET: CONCRETE BASE
 KV1020_STAMPING: Z 20 1935
 KV1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1020
 KV1020  HISTORY     - Date     Condition        Report By
 KV1020  HISTORY     - 1935     MONUMENTED       CGS
 KV1020
 KV1020                          STATION DESCRIPTION
 KV1020
 KV1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1020'AT KINKORA.
 KV1020'AT KINKORA, BURLINGTON COUNTY, ON THE PENNSYLVANIA RAILROAD,
 KV1020'AT A HIGHWAY UNDERPASS, AND IN THE TOP OF THE SOUTHWEST CORNER
 KV1020'OF THE CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0960 ***********************************************************************
 JU0960  DESIGNATION -  Z 21
 JU0960  PID         -  JU0960
 JU0960  STATE/COUNTY-  NJ/CUMBERLAND
 JU0960  USGS QUAD   -  MILLVILLE (1997)
 JU0960
 JU0960                         *CURRENT SURVEY CONTROL
 JU0960  ___________________________________________________________________
 JU0960* NAD 83(1986)-  39 29 25.     (N)    075 02 32.     (W)     SCALED    
 JU0960* NAVD 88     -        25.868  (meters)      84.87   (feet)  ADJUSTED  
 JU0960  ___________________________________________________________________
 JU0960  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JU0960  DYNAMIC HT  -          25.855 (meters)      84.83  (feet)  COMP
 JU0960  MODELED GRAV-     980,116.2   (mgal)                       NAVD 88
 JU0960
 JU0960  VERT ORDER  -  SECOND    CLASS 0
 JU0960
 JU0960.The horizontal coordinates were scaled from a topographic map and have
 JU0960.an estimated accuracy of +/- 6 seconds.
 JU0960
 JU0960.The orthometric height was determined by differential leveling
 JU0960.and adjusted by the National Geodetic Survey in June 1991..
 JU0960
 JU0960.The geoid height was determined by GEOID03.
 JU0960
 JU0960.The dynamic height is computed by dividing the NAVD 88
 JU0960.geopotential number by the normal gravity value computed on the
 JU0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0960.degrees latitude (g = 980.6199 gals.).
 JU0960
 JU0960.The modeled gravity was interpolated from observed gravity values.
 JU0960
 JU0960;                    North         East    Units  Estimated Accuracy
 JU0960;SPC NJ       -    73,070.      103,360.      MT  (+/- 180 meters Scaled)
 JU0960
 JU0960                          SUPERSEDED SURVEY CONTROL
 JU0960
 JU0960  NGVD 29 (??/??/??)   26.237  (m)           86.08   (f) ADJUSTED    2 0
 JU0960
 JU0960.Superseded values are not recommended for survey control.
 JU0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0960.See file dsdata.txt to determine how the superseded data were derived.
 JU0960
 JU0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ963711(NAD 83)
 JU0960_MARKER: DB = BENCH MARK DISK
 JU0960_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0960_SP_SET: CURB
 JU0960_STAMPING: Z 21 1935
 JU0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0960+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1995
 JU0960
 JU0960  HISTORY     - Date     Condition        Report By
 JU0960  HISTORY     - 1935     MONUMENTED       CGS
 JU0960  HISTORY     - 1953     MARK NOT FOUND   USGS
 JU0960  HISTORY     - 19950609 MARK NOT FOUND   USPSQD
 JU0960  HISTORY     - 19950613 MARK NOT FOUND   NJGS
 JU0960
 JU0960                          STATION DESCRIPTION
 JU0960
 JU0960'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JU0960'AT VINELAND.
 JU0960'ON THE CENTRAL RAILROAD OF NEW JERSEY, AT THE CROSSING OF STATE
 JU0960'ROUTE 47, IN THE TOP OF THE CURB OF A DRAIN, AND 50 FEET NORTH
 JU0960'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED Z 21 1935.
 JU0960
 JU0960                          STATION RECOVERY (1995)
 JU0960
 JU0960'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0960'MARK NOT FOUND.
 JU0960
 JU0960                          STATION RECOVERY (1995)
 JU0960
 JU0960'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (RJK)
 JU0960'THE AREA HAS HAD EXTENSIVE ROAD REVISION WORK.  THE STATION IS
 JU0960'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1585 ***********************************************************************
 KV1585  DESIGNATION -  Z 22
 KV1585  PID         -  KV1585
 KV1585  STATE/COUNTY-  NJ/WARREN
 KV1585  USGS QUAD   -  BANGOR (1994)
 KV1585
 KV1585                         *CURRENT SURVEY CONTROL
 KV1585  ___________________________________________________________________
 KV1585* NAD 83(1986)-  40 45 38.     (N)    075 07 51.     (W)     SCALED    
 KV1585* NAVD 88     -        85.551  (meters)     280.68   (feet)  ADJUSTED  
 KV1585  ___________________________________________________________________
 KV1585  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KV1585  DYNAMIC HT  -          85.511 (meters)     280.55  (feet)  COMP
 KV1585  MODELED GRAV-     980,161.1   (mgal)                       NAVD 88
 KV1585
 KV1585  VERT ORDER  -  SECOND    CLASS 0
 KV1585
 KV1585.The horizontal coordinates were scaled from a topographic map and have
 KV1585.an estimated accuracy of +/- 6 seconds.
 KV1585
 KV1585.The orthometric height was determined by differential leveling
 KV1585.and adjusted by the National Geodetic Survey in June 1991..
 KV1585
 KV1585.The geoid height was determined by GEOID03.
 KV1585
 KV1585.The dynamic height is computed by dividing the NAVD 88
 KV1585.geopotential number by the normal gravity value computed on the
 KV1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1585.degrees latitude (g = 980.6199 gals.).
 KV1585
 KV1585.The modeled gravity was interpolated from observed gravity values.
 KV1585
 KV1585;                    North         East    Units  Estimated Accuracy
 KV1585;SPC NJ       -   214,150.       96,740.      MT  (+/- 180 meters Scaled)
 KV1585
 KV1585                          SUPERSEDED SURVEY CONTROL
 KV1585
 KV1585  NGVD 29 (??/??/??)   85.769  (m)          281.39   (f) ADJUSTED    2 0
 KV1585
 KV1585.Superseded values are not recommended for survey control.
 KV1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1585.See file dsdata.txt to determine how the superseded data were derived.
 KV1585
 KV1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL889121(NAD 83)
 KV1585_MARKER: DB = BENCH MARK DISK
 KV1585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1585_SP_SET: CULVERT
 KV1585_STAMPING: Z 22 1942
 KV1585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1585
 KV1585  HISTORY     - Date     Condition        Report By
 KV1585  HISTORY     - 1942     MONUMENTED       CGS
 KV1585
 KV1585                          STATION DESCRIPTION
 KV1585
 KV1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1585'1.4 MI N FROM HARMONY.
 KV1585'THIS MARK IS ABOUT 1.35 MILES NORTH ALONG HIGHWAY 543 FROM THE
 KV1585'HIGH SCHOOL AT HARMONY, WARREN COUNTY, 18.0 FEET SOUTHEAST OF
 KV1585'THE CENTER LINE OF THE HIGHWAY, 46.3 FEET SOUTHWEST OF A BLAZED
 KV1585'ELM TREE, SET IN THE SOUTHWEST END OF A 12 FOOT CONCRETE CULVERT,
 KV1585'IN THE BASE OF THE BANNISTER, ABOUT 1.0 FEET LOWER THAN THE ROAD,
 KV1585'A STANDARD DISK SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1323 ***********************************************************************
 KV1323  DESIGNATION -  Z 23
 KV1323  PID         -  KV1323
 KV1323  STATE/COUNTY-  NJ/HUNTERDON
 KV1323  USGS QUAD   -  CALIFON (1970)
 KV1323
 KV1323                         *CURRENT SURVEY CONTROL
 KV1323  ___________________________________________________________________
 KV1323* NAD 83(1986)-  40 42 56.     (N)    074 50 40.     (W)     SCALED    
 KV1323* NAVD 88     -       145.667  (meters)     477.91   (feet)  ADJUSTED  
 KV1323  ___________________________________________________________________
 KV1323  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KV1323  DYNAMIC HT  -         145.600 (meters)     477.69  (feet)  COMP
 KV1323  MODELED GRAV-     980,156.9   (mgal)                       NAVD 88
 KV1323
 KV1323  VERT ORDER  -  SECOND    CLASS 0
 KV1323
 KV1323.The horizontal coordinates were scaled from a topographic map and have
 KV1323.an estimated accuracy of +/- 6 seconds.
 KV1323
 KV1323.The orthometric height was determined by differential leveling
 KV1323.and adjusted by the National Geodetic Survey in June 1991..
 KV1323
 KV1323.The geoid height was determined by GEOID03.
 KV1323
 KV1323.The dynamic height is computed by dividing the NAVD 88
 KV1323.geopotential number by the normal gravity value computed on the
 KV1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1323.degrees latitude (g = 980.6199 gals.).
 KV1323
 KV1323.The modeled gravity was interpolated from observed gravity values.
 KV1323
 KV1323;                    North         East    Units  Estimated Accuracy
 KV1323;SPC NJ       -   209,020.      120,900.      MT  (+/- 180 meters Scaled)
 KV1323
 KV1323                          SUPERSEDED SURVEY CONTROL
 KV1323
 KV1323  NGVD 29 (??/??/??)  145.898  (m)          478.67   (f) ADJUSTED    2 0
 KV1323
 KV1323.Superseded values are not recommended for survey control.
 KV1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1323.See file dsdata.txt to determine how the superseded data were derived.
 KV1323
 KV1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL131071(NAD 83)
 KV1323_MARKER: DB = BENCH MARK DISK
 KV1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1323_STAMPING: Z 23 1942
 KV1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1323+STABILITY: SURFACE MOTION
 KV1323
 KV1323  HISTORY     - Date     Condition        Report By
 KV1323  HISTORY     - 1942     MONUMENTED       CGS
 KV1323  HISTORY     - 1954     MARK NOT FOUND   USGS
 KV1323
 KV1323                          STATION DESCRIPTION
 KV1323
 KV1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1323'1.2 MI NE FROM HOFFMANS.
 KV1323'1.2 MILES NORTHEAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 KV1323'FROM THE CROSSING AT HOFFMANS, HUNTERDON COUNTY, 6 FEET WEST OF
 KV1323'MILEPOST 5, 11 RAILS WEST OF A MACADAM-ROAD CROSSING, 200 FEET
 KV1323'SOUTH ACROSS THE TRACK FROM A 2-STORY WHITE HOUSE, 17.4 FEET
 KV1323'SOUTH OF THE SOUTH RAIL, AND ABOUT LEVEL WITH THE TRACK.
 KV1323
 KV1323                          STATION RECOVERY (1954)
 KV1323
 KV1323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KV1323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1305 ***********************************************************************
 KV1305  DESIGNATION -  Z 24
 KV1305  PID         -  KV1305
 KV1305  STATE/COUNTY-  NJ/SOMERSET
 KV1305  USGS QUAD   -  GLADSTONE (1995)
 KV1305
 KV1305                         *CURRENT SURVEY CONTROL
 KV1305  ___________________________________________________________________
 KV1305* NAD 83(1996)-  40 43 25.26158(N)    074 41 07.63921(W)     ADJUSTED  
 KV1305* NAVD 88     -       118.413  (meters)     388.49   (feet)  ADJUSTED  
 KV1305  ___________________________________________________________________
 KV1305  X           -   1,278,523.697 (meters)                     COMP
 KV1305  Y           -  -4,668,838.620 (meters)                     COMP
 KV1305  Z           -   4,139,271.894 (meters)                     COMP
 KV1305  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 KV1305  ELLIP HEIGHT-          85.23  (meters)          (10/23/02) GPS OBS
 KV1305  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KV1305  DYNAMIC HT  -         118.359 (meters)     388.32  (feet)  COMP
 KV1305  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 KV1305
 KV1305  HORZ ORDER  -  SECOND
 KV1305  VERT ORDER  -  SECOND    CLASS 0
 KV1305  ELLP ORDER  -  FOURTH    CLASS I
 KV1305
 KV1305.The horizontal coordinates were established by GPS observations
 KV1305.and adjusted by the National Geodetic Survey in May 1999..
 KV1305
 KV1305.The orthometric height was determined by differential leveling
 KV1305.and adjusted by the National Geodetic Survey in June 1991..
 KV1305
 KV1305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1305
 KV1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1305
 KV1305.The ellipsoidal height was determined by GPS observations
 KV1305.and is referenced to NAD 83.
 KV1305
 KV1305.The geoid height was determined by GEOID03.
 KV1305
 KV1305.The dynamic height is computed by dividing the NAVD 88
 KV1305.geopotential number by the normal gravity value computed on the
 KV1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1305.degrees latitude (g = 980.6199 gals.).
 KV1305
 KV1305.The modeled gravity was interpolated from observed gravity values.
 KV1305
 KV1305;                    North         East     Units Scale Factor Converg.
 KV1305;SPC NJ       -   209,881.916   134,333.263   MT  0.99990302   -0 07 15.6
 KV1305;SPC NJ       -   688,587.59    440,725.05   sFT  0.99990302   -0 07 15.6
 KV1305;UTM  18      - 4,508,131.648   526,563.875   MT  0.99960869   +0 12 18.8
 KV1305
 KV1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1305!SPC NJ       -   0.99998663  x   0.99990302  =   0.99988965
 KV1305!UTM  18      -   0.99998663  x   0.99960869  =   0.99959533
 KV1305
 KV1305                          SUPERSEDED SURVEY CONTROL
 KV1305
 KV1305  ELLIP H (05/14/99)   85.24   (m)                       GP(       ) 4 1
 KV1305  NAD 83(1986)-  40 43 25.26068(N)    074 41 07.63968(W) AD(       ) 2
 KV1305  NGVD 29 (??/??/??)  118.655  (m)          389.29   (f) ADJUSTED    2 0
 KV1305
 KV1305.Superseded values are not recommended for survey control.
 KV1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1305.See file dsdata.txt to determine how the superseded data were derived.
 KV1305
 KV1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL2656408132(NAD 83)
 KV1305_MARKER: DB = BENCH MARK DISK
 KV1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1305_SP_SET: CONCRETE POST
 KV1305_STAMPING: Z 24 1942
 KV1305_MARK LOGO: CGS   
 KV1305_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1305+STABILITY: SURFACE MOTION
 KV1305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1305+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1990
 KV1305
 KV1305  HISTORY     - Date     Condition        Report By
 KV1305  HISTORY     - 1942     MONUMENTED       CGS
 KV1305  HISTORY     - 1950     GOOD             CGS
 KV1305  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 KV1305  HISTORY     - 19891214 GOOD             NJGS
 KV1305  HISTORY     - 19900207 GOOD
 KV1305
 KV1305                          STATION DESCRIPTION
 KV1305
 KV1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KV1305'4.4 MI S FROM CHESTER.
 KV1305'IN SOMERSET COUNTY, 4.4 MILES SOUTH ALONG STATE HIGHWAY 31
 KV1305'FROM THE INTERSECTION OF STATE HIGHWAY 24 AT CHESTER, MORRIS
 KV1305'COUNTY, 0.5 MILE NORTHEAST OF THE INTERSECTION OF A MACADAM ROAD
 KV1305'LEADING TO GLADSTONE, 30.2 FEET SOUTHWEST OF THE CENTERLINE OF
 KV1305'THE HIGHWAY, IN LINE WITH A ROW OF POLES, 4.8 FEET NORTH OF A
 KV1305'POLE, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
 KV1305
 KV1305                          STATION RECOVERY (1985)
 KV1305
 KV1305'RECOVERY NOTE BY US POWER SQUADRON 1985
 KV1305'MARK NOT FOUND.
 KV1305
 KV1305                          STATION RECOVERY (1989)
 KV1305
 KV1305'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV1305'THE STATION IS LOCATED IN BEDMINSTER TOWNSHIP, ON THE SOUTHWEST SIDE
 KV1305'OF U.S. HIGHWAY 206.  TO REACH THE STATION FROM THE JUNCTION OF
 KV1305'POTTERSVILLE ROAD, COUNTY ROAD 512, AND U.S. HIGHWAY 206, AT
 KV1305'GLADSTONE, GO 0.8 KM (0.50 MI) NORTHWEST ON ROUTE 206 TO THE STATION
 KV1305'ON THE LEFT.  IT IS 9.25 M (30.35 FT) SOUTHWEST OF THE ROUTE 206
 KV1305'CENTERLINE, 3.2 M (10.50 FT) SOUTHWEST OF THE EDGE OF PAVING, 1.55 M
 KV1305'(5.09 FT) NORTH OF POLE BT 1657 BD, 32.1 M (105.31 FT) NORTHWEST OF
 KV1305'THE NORTHWEST END OF A METAL GUIDE RAIL ON THE SOUTHBOUND LANES AND
 KV1305'77.5 M (254.26 FT) SOUTHEAST OF POLE BT 1658 BDR.  THE STATION IS 0.5
 KV1305'M (1.64 FT) BELOW THE GROUND AND 1.0 M (3.28 FT) BELOW ROAD LEVEL.
 KV1305
 KV1305                          STATION RECOVERY (1990)
 KV1305
 KV1305'RECOVERED 1990
 KV1305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1336 ***********************************************************************
 KV1336  DESIGNATION -  Z 25
 KV1336  PID         -  KV1336
 KV1336  STATE/COUNTY-  NJ/HUNTERDON
 KV1336  USGS QUAD   -  CALIFON (1970)
 KV1336
 KV1336                         *CURRENT SURVEY CONTROL
 KV1336  ___________________________________________________________________
 KV1336* NAD 83(1986)-  40 43 27.     (N)    074 48 31.     (W)     SCALED    
 KV1336* NAVD 88     -       239.741  (meters)     786.55   (feet)  ADJUSTED  
 KV1336  ___________________________________________________________________
 KV1336  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KV1336  DYNAMIC HT  -         239.630 (meters)     786.19  (feet)  COMP
 KV1336  MODELED GRAV-     980,153.2   (mgal)                       NAVD 88
 KV1336
 KV1336  VERT ORDER  -  SECOND    CLASS 0
 KV1336
 KV1336.The horizontal coordinates were scaled from a topographic map and have
 KV1336.an estimated accuracy of +/- 6 seconds.
 KV1336
 KV1336.The orthometric height was determined by differential leveling
 KV1336.and adjusted by the National Geodetic Survey in June 1991..
 KV1336
 KV1336.The geoid height was determined by GEOID03.
 KV1336
 KV1336.The dynamic height is computed by dividing the NAVD 88
 KV1336.geopotential number by the normal gravity value computed on the
 KV1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1336.degrees latitude (g = 980.6199 gals.).
 KV1336
 KV1336.The modeled gravity was interpolated from observed gravity values.
 KV1336
 KV1336;                    North         East    Units  Estimated Accuracy
 KV1336;SPC NJ       -   209,970.      123,930.      MT  (+/- 180 meters Scaled)
 KV1336
 KV1336                          SUPERSEDED SURVEY CONTROL
 KV1336
 KV1336  NGVD 29 (??/??/??)  239.976  (m)          787.32   (f) ADJUSTED    2 0
 KV1336
 KV1336.Superseded values are not recommended for survey control.
 KV1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1336.See file dsdata.txt to determine how the superseded data were derived.
 KV1336
 KV1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL161081(NAD 83)
 KV1336_MARKER: DB = BENCH MARK DISK
 KV1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1336_STAMPING: Z 25 1942
 KV1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1336+STABILITY: SURFACE MOTION
 KV1336
 KV1336  HISTORY     - Date     Condition        Report By
 KV1336  HISTORY     - 1942     MONUMENTED       CGS
 KV1336  HISTORY     - 1970     GOOD             NJDCED
 KV1336
 KV1336                          STATION DESCRIPTION
 KV1336
 KV1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1336'2 MI S FROM CALIFON.
 KV1336'2.0 MILES EAST ALONG A MACADAM ROAD FROM THE CENTRAL RAILROAD
 KV1336'OF NEW JERSEY STATION AT CALIFON, HUNTERDON COUNTY, 3 FEET
 KV1336'SOUTHWEST OF POLE EXT-222, 49.7 FEET NORTH OF THE NORTH CORNER OF
 KV1336'A 2-STORY STUCCO HOUSE, 23.3 FEET SOUTHEAST OF THE CENTERLINE
 KV1336'OF THE ROAD, 7.1 FEET NORTHEAST OF A PEAR TREE, 2 FEET FROM A
 KV1336'WHITE WOODEN WITNESS POST PAINTED USBM, AND ABOUT 3 FEET HIGHER THAN
 KV1336'THE ROAD.
 KV1336
 KV1336                          STATION RECOVERY (1970)
 KV1336
 KV1336'RECOVERY NOTE BY NJ CONS AND ECON DEV 1970
 KV1336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1369 ***********************************************************************
 KV1369  DESIGNATION -  Z 26
 KV1369  PID         -  KV1369
 KV1369  STATE/COUNTY-  NJ/HUNTERDON
 KV1369  USGS QUAD   -  HIGH BRIDGE (1970)
 KV1369
 KV1369                         *CURRENT SURVEY CONTROL
 KV1369  ___________________________________________________________________
 KV1369* NAD 83(1986)-  40 38 23.     (N)    074 53 33.     (W)     SCALED    
 KV1369* NAVD 88     -        73.202  (meters)     240.16   (feet)  ADJUSTED  
 KV1369  ___________________________________________________________________
 KV1369  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KV1369  DYNAMIC HT  -          73.168 (meters)     240.05  (feet)  COMP
 KV1369  MODELED GRAV-     980,168.4   (mgal)                       NAVD 88
 KV1369
 KV1369  VERT ORDER  -  SECOND    CLASS 0
 KV1369
 KV1369.The horizontal coordinates were scaled from a topographic map and have
 KV1369.an estimated accuracy of +/- 6 seconds.
 KV1369
 KV1369.The orthometric height was determined by differential leveling
 KV1369.and adjusted by the National Geodetic Survey in June 1991..
 KV1369
 KV1369.The geoid height was determined by GEOID03.
 KV1369
 KV1369.The dynamic height is computed by dividing the NAVD 88
 KV1369.geopotential number by the normal gravity value computed on the
 KV1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1369.degrees latitude (g = 980.6199 gals.).
 KV1369
 KV1369.The modeled gravity was interpolated from observed gravity values.
 KV1369
 KV1369;                    North         East    Units  Estimated Accuracy
 KV1369;SPC NJ       -   200,620.      116,800.      MT  (+/- 180 meters Scaled)
 KV1369
 KV1369                          SUPERSEDED SURVEY CONTROL
 KV1369
 KV1369  NGVD 29 (??/??/??)   73.449  (m)          240.97   (f) ADJUSTED    2 0
 KV1369
 KV1369.Superseded values are not recommended for survey control.
 KV1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1369.See file dsdata.txt to determine how the superseded data were derived.
 KV1369
 KV1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK090987(NAD 83)
 KV1369_MARKER: DB = BENCH MARK DISK
 KV1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1369_STAMPING: Z 26 1942
 KV1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1369+STABILITY: SURFACE MOTION
 KV1369
 KV1369  HISTORY     - Date     Condition        Report By
 KV1369  HISTORY     - 1942     MONUMENTED       CGS
 KV1369  HISTORY     - 1978     MARK NOT FOUND   NGS
 KV1369
 KV1369                          STATION DESCRIPTION
 KV1369
 KV1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1369'1 MI W FROM ANNANDALE.
 KV1369'1 MILE WEST ALONG U.S. HIGHWAY 22 FROM THE CENTRAL RAILROAD OF
 KV1369'NEW JERSEY STATION AT ANNANDALE, HUNTERDON COUNTY, AT CLINTON
 KV1369'POINT, IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF STATE HIGHWAY
 KV1369'30, 35 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 30, AT THE
 KV1369'WEST EDGE OF A GRASS PLOT, 5 FEET NORTHWEST OF A POWER-TRANSMISSION
 KV1369'LINE POLE AND A TRAFFIC SIGNAL CONTROL BOX, AND ABOUT 2 FEET
 KV1369'HIGHER THAN THE CENTER OF THE INTERSECTION.
 KV1369
 KV1369                          STATION RECOVERY (1978)
 KV1369
 KV1369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1688 ***********************************************************************
 KV1688  DESIGNATION -  Z 27
 KV1688  PID         -  KV1688
 KV1688  STATE/COUNTY-  NJ/HUNTERDON
 KV1688  USGS QUAD   -  FRENCHTOWN (1997)
 KV1688
 KV1688                         *CURRENT SURVEY CONTROL
 KV1688  ___________________________________________________________________
 KV1688* NAD 83(1986)-  40 36 55.     (N)    075 00 04.     (W)     SCALED    
 KV1688* NAVD 88     -       235.579  (meters)     772.90   (feet)  ADJUSTED  
 KV1688  ___________________________________________________________________
 KV1688  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KV1688  DYNAMIC HT  -         235.463 (meters)     772.51  (feet)  COMP
 KV1688  MODELED GRAV-     980,127.1   (mgal)                       NAVD 88
 KV1688
 KV1688  VERT ORDER  -  SECOND    CLASS 0
 KV1688
 KV1688.The horizontal coordinates were scaled from a topographic map and have
 KV1688.an estimated accuracy of +/- 6 seconds.
 KV1688
 KV1688.The orthometric height was determined by differential leveling
 KV1688.and adjusted by the National Geodetic Survey in June 1991..
 KV1688
 KV1688.The geoid height was determined by GEOID03.
 KV1688
 KV1688.The dynamic height is computed by dividing the NAVD 88
 KV1688.geopotential number by the normal gravity value computed on the
 KV1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1688.degrees latitude (g = 980.6199 gals.).
 KV1688
 KV1688.The modeled gravity was interpolated from observed gravity values.
 KV1688
 KV1688;                    North         East    Units  Estimated Accuracy
 KV1688;SPC NJ       -   197,950.      107,600.      MT  (+/- 180 meters Scaled)
 KV1688
 KV1688                          SUPERSEDED SURVEY CONTROL
 KV1688
 KV1688  NGVD 29 (??/??/??)  235.815  (m)          773.67   (f) ADJUSTED    2 0
 KV1688
 KV1688.Superseded values are not recommended for survey control.
 KV1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1688.See file dsdata.txt to determine how the superseded data were derived.
 KV1688
 KV1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK999960(NAD 83)
 KV1688_MARKER: DB = BENCH MARK DISK
 KV1688_SETTING: 0 = UNSPECIFIED SETTING
 KV1688_STAMPING: Z 27 1942
 KV1688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1688
 KV1688  HISTORY     - Date     Condition        Report By
 KV1688  HISTORY     - 1942     MONUMENTED       CGS
 KV1688
 KV1688                          STATION DESCRIPTION
 KV1688
 KV1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1688'3.4 MI NW FROM PITTSTOWN.
 KV1688'3.4 MILES NORTHWEST ALONG A TAR ROAD FROM THE JUNCTION OF STATE
 KV1688'HIGHWAY 507 AT PITTSTOWN, HUNTERDON COUNTY, AT THE NORTH CORNER
 KV1688'OF A CULTIVATED FIELD, AT A FARM ROAD LEADING SOUTHWEST TO A
 KV1688'FARMHOUSE, 22.8 FEET SOUTHWEST OF THE CENTERLINE OF THE TAR ROAD,
 KV1688'21.2 FEET SOUTHEAST OF THE CENTERLINE OF THE FARM ROAD, 2 FEET
 KV1688'SOUTHWEST OF A WIRE FENCE, AND 1 1/2 FEET NORTHWEST OF A WITNESS
 KV1688'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1190 ***********************************************************************
 KV1190  DESIGNATION -  Z 28
 KV1190  PID         -  KV1190
 KV1190  STATE/COUNTY-  NJ/HUNTERDON
 KV1190  USGS QUAD   -  RARITAN (1981)
 KV1190
 KV1190                         *CURRENT SURVEY CONTROL
 KV1190  ___________________________________________________________________
 KV1190* NAD 83(1986)-  40 36 31.     (N)    074 44 32.     (W)     SCALED    
 KV1190* NAVD 88     -        49.643  (meters)     162.87   (feet)  ADJUSTED  
 KV1190  ___________________________________________________________________
 KV1190  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KV1190  DYNAMIC HT  -          49.621 (meters)     162.80  (feet)  COMP
 KV1190  MODELED GRAV-     980,178.0   (mgal)                       NAVD 88
 KV1190
 KV1190  VERT ORDER  -  FIRST     CLASS II
 KV1190
 KV1190.The horizontal coordinates were scaled from a topographic map and have
 KV1190.an estimated accuracy of +/- 6 seconds.
 KV1190
 KV1190.The orthometric height was determined by differential leveling
 KV1190.and adjusted by the National Geodetic Survey in June 1991..
 KV1190
 KV1190.The geoid height was determined by GEOID03.
 KV1190
 KV1190.The dynamic height is computed by dividing the NAVD 88
 KV1190.geopotential number by the normal gravity value computed on the
 KV1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1190.degrees latitude (g = 980.6199 gals.).
 KV1190
 KV1190.The modeled gravity was interpolated from observed gravity values.
 KV1190
 KV1190;                    North         East    Units  Estimated Accuracy
 KV1190;SPC NJ       -   197,120.      129,500.      MT  (+/- 180 meters Scaled)
 KV1190
 KV1190                          SUPERSEDED SURVEY CONTROL
 KV1190
 KV1190  NGVD 29 (??/??/??)   49.900  (m)          163.71   (f) ADJUSTED    1 2
 KV1190
 KV1190.Superseded values are not recommended for survey control.
 KV1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1190.See file dsdata.txt to determine how the superseded data were derived.
 KV1190
 KV1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK218953(NAD 83)
 KV1190_MARKER: DB = BENCH MARK DISK
 KV1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1190_STAMPING: Z 28 1942
 KV1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1190+STABILITY: SURFACE MOTION
 KV1190
 KV1190  HISTORY     - Date     Condition        Report By
 KV1190  HISTORY     - 1942     MONUMENTED       CGS
 KV1190  HISTORY     - 1958     GOOD             CGS
 KV1190  HISTORY     - 1976     GOOD             LOCENG
 KV1190  HISTORY     - 20030111 MARK NOT FOUND   USPSQD
 KV1190
 KV1190                          STATION DESCRIPTION
 KV1190
 KV1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1190'1.5 MI E FROM WHITE HOUSE STATION.
 KV1190'1.5 MILES EAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM THE
 KV1190'STATION AT WHITE HOUSE, HUNTERDON COUNTY, 200 FEET NORTH OF A
 KV1190'2-STORY RED BRICK HOUSE, 53.5 FEET SOUTHEAST OF THE CENTER OF
 KV1190'A DIRT-ROAD CROSSING, 45.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 KV1190'EAST-BOUND TRACK, 21 FEET EAST OF THE CENTERLINE OF THE ROAD, 4
 KV1190'FEET SOUTHEAST OF A CROSSING-WARNING SIGN, AND ABOUT 4 FEET
 KV1190'HIGHER THAN THE TRACK.
 KV1190
 KV1190                          STATION RECOVERY (1958)
 KV1190
 KV1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 KV1190'RECOVERED IN GOOD CONDITION.
 KV1190
 KV1190                          STATION RECOVERY (1976)
 KV1190
 KV1190'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 KV1190'DESCRIPTION SHOULD READ - 21 FT. EAST OF C/L ROAD. 57 FEET SOUTH OF
 KV1190'TRACK (EAST BOUND TRACK REMOVED AND CROSS WARNING SIGN MOVED). 2 FT.
 KV1190'EAST OF POLE. 4 FEET ABOVE TRACK.
 KV1190
 KV1190                          STATION RECOVERY (2003)
 KV1190
 KV1190'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 KV1190'ALTHOUGH THE 2-STORY RED BRICK HOUSE (PER THE 1942 DESCRIPTION) IS
 KV1190'GONE, WE FOUND THE OBVIOUS CONCRETE MONUMENT UPON WHICH THE MARKER
 KV1190'SHOULD HAVE BEEN MOUNTED (PER THE 1976 DESCRIPTION).  THE TOP OF IT
 KV1190'WAS SMASHED, AND THE MARKER WAS GONE.  A PICTURE OF THE MONUMENT IS
 KV1190'AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1337 ***********************************************************************
 KV1337  DESIGNATION -  Z 29
 KV1337  PID         -  KV1337
 KV1337  STATE/COUNTY-  NJ/HUNTERDON
 KV1337  USGS QUAD   -  CALIFON (1970)
 KV1337
 KV1337                         *CURRENT SURVEY CONTROL
 KV1337  ___________________________________________________________________
 KV1337* NAD 83(1986)-  40 43 39.     (N)    074 47 30.     (W)     SCALED    
 KV1337* NAVD 88     -       233.160  (meters)     764.96   (feet)  ADJUSTED  
 KV1337  ___________________________________________________________________
 KV1337  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KV1337  DYNAMIC HT  -         233.051 (meters)     764.60  (feet)  COMP
 KV1337  MODELED GRAV-     980,153.2   (mgal)                       NAVD 88
 KV1337
 KV1337  VERT ORDER  -  SECOND    CLASS 0
 KV1337
 KV1337.The horizontal coordinates were scaled from a topographic map and have
 KV1337.an estimated accuracy of +/- 6 seconds.
 KV1337
 KV1337.The orthometric height was determined by differential leveling
 KV1337.and adjusted by the National Geodetic Survey in June 1991..
 KV1337
 KV1337.The geoid height was determined by GEOID03.
 KV1337
 KV1337.The dynamic height is computed by dividing the NAVD 88
 KV1337.geopotential number by the normal gravity value computed on the
 KV1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1337.degrees latitude (g = 980.6199 gals.).
 KV1337
 KV1337.The modeled gravity was interpolated from observed gravity values.
 KV1337
 KV1337;                    North         East    Units  Estimated Accuracy
 KV1337;SPC NJ       -   210,330.      125,360.      MT  (+/- 180 meters Scaled)
 KV1337
 KV1337                          SUPERSEDED SURVEY CONTROL
 KV1337
 KV1337  NGVD 29 (??/??/??)  233.396  (m)          765.73   (f) ADJUSTED    2 0
 KV1337
 KV1337.Superseded values are not recommended for survey control.
 KV1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1337.See file dsdata.txt to determine how the superseded data were derived.
 KV1337
 KV1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL175085(NAD 83)
 KV1337_MARKER: DB = BENCH MARK DISK
 KV1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1337_STAMPING: Z 29 1942
 KV1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1337+STABILITY: SURFACE MOTION
 KV1337
 KV1337  HISTORY     - Date     Condition        Report By
 KV1337  HISTORY     - 1942     MONUMENTED       CGS
 KV1337  HISTORY     - 20010331 GOOD             NGS
 KV1337
 KV1337                          STATION DESCRIPTION
 KV1337
 KV1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1337'2.8 MI S FROM CALIFON.
 KV1337'2.8 MILES EAST ALONG A MACADAM ROAD FROM THE CENTRAL RAILROAD
 KV1337'OF NEW JERSEY STATION AT CALIFON, HUNTERDON COUNTY, 6 FEET NORTH
 KV1337'OF POLE TT-345, 58.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 KV1337'OF A 2-STORY WHITE HOUSE, 21.5 FEET EAST OF THE CENTERLINE OF
 KV1337'A DRIVEWAY, 27.2 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2 FEET
 KV1337'FROM A WHITE WOODEN WITNESS POST PAINTED USBM, AND ABOUT 1 FOOT
 KV1337'HIGHER THAN THE ROAD.
 KV1337
 KV1337                          STATION RECOVERY (2001)
 KV1337
 KV1337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1337'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0761 ***********************************************************************
 LY0761  DESIGNATION -  Z 30
 LY0761  PID         -  LY0761
 LY0761  STATE/COUNTY-  NJ/SUSSEX
 LY0761  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY0761
 LY0761                         *CURRENT SURVEY CONTROL
 LY0761  ___________________________________________________________________
 LY0761* NAD 83(1986)-  41 05 00.     (N)    074 52 54.     (W)     SCALED    
 LY0761* NAVD 88     -       254.816  (meters)     836.01   (feet)  ADJUSTED  
 LY0761  ___________________________________________________________________
 LY0761  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 LY0761  DYNAMIC HT  -         254.702 (meters)     835.63  (feet)  COMP
 LY0761  MODELED GRAV-     980,169.5   (mgal)                       NAVD 88
 LY0761
 LY0761  VERT ORDER  -  SECOND    CLASS 0
 LY0761
 LY0761.The horizontal coordinates were scaled from a topographic map and have
 LY0761.an estimated accuracy of +/- 6 seconds.
 LY0761
 LY0761.The orthometric height was determined by differential leveling
 LY0761.and adjusted by the National Geodetic Survey in June 1991..
 LY0761
 LY0761.The geoid height was determined by GEOID03.
 LY0761
 LY0761.The dynamic height is computed by dividing the NAVD 88
 LY0761.geopotential number by the normal gravity value computed on the
 LY0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0761.degrees latitude (g = 980.6199 gals.).
 LY0761
 LY0761.The modeled gravity was interpolated from observed gravity values.
 LY0761
 LY0761;                    North         East    Units  Estimated Accuracy
 LY0761;SPC NJ       -   249,870.      117,930.      MT  (+/- 180 meters Scaled)
 LY0761
 LY0761                          SUPERSEDED SURVEY CONTROL
 LY0761
 LY0761  NGVD 29 (??/??/92)  255.007  (m)          836.64   (f) ADJ UNCH    2 0
 LY0761
 LY0761.Superseded values are not recommended for survey control.
 LY0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0761.See file dsdata.txt to determine how the superseded data were derived.
 LY0761
 LY0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL099480(NAD 83)
 LY0761_MARKER: DB = BENCH MARK DISK
 LY0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0761_STAMPING: Z 30 1942
 LY0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0761+STABILITY: SURFACE MOTION
 LY0761
 LY0761  HISTORY     - Date     Condition        Report By
 LY0761  HISTORY     - 1942     MONUMENTED       CGS
 LY0761
 LY0761                          STATION DESCRIPTION
 LY0761
 LY0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0761'3.4 MI W FROM SWARTSWOOD.
 LY0761'0.4 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0761'AT SWARTSWOOD, THENCE 0.9 MILE WEST ALONG A BLACK TOP ROAD, THENCE
 LY0761'1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE 1.1 MILES WEST ALONG
 LY0761'A DIRT ROAD, 76 FEET NORTHEAST OF THE NORTH CORNER OF AN OLD
 LY0761'WHITE 2 -STORY HOUSE, 28 FEET SOUTHEAST OF THE CENTER LINE OF
 LY0761'THE ROAD, 2.1 FEET NORTHEAST OF A FENCE, AND 1.5 FEET NORTHWEST
 LY0761'OF A STANDARD REFERENCE POST.  A STANDARD DISK, SET IN THE
 LY0761'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0433 ***********************************************************************
 LY0433  DESIGNATION -  Z 31
 LY0433  PID         -  LY0433
 LY0433  STATE/COUNTY-  NJ/PASSAIC
 LY0433  USGS QUAD   -  WAWAYANDA (1994)
 LY0433
 LY0433                         *CURRENT SURVEY CONTROL
 LY0433  ___________________________________________________________________
 LY0433* NAD 83(1986)-  41 09 03.     (N)    074 24 00.     (W)     SCALED    
 LY0433* NAVD 88     -       343.094  (meters)    1125.63   (feet)  ADJUSTED  
 LY0433  ___________________________________________________________________
 LY0433  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LY0433  DYNAMIC HT  -         342.940 (meters)    1125.13  (feet)  COMP
 LY0433  MODELED GRAV-     980,164.5   (mgal)                       NAVD 88
 LY0433
 LY0433  VERT ORDER  -  SECOND    CLASS 0
 LY0433
 LY0433.The horizontal coordinates were scaled from a topographic map and have
 LY0433.an estimated accuracy of +/- 6 seconds.
 LY0433
 LY0433.The orthometric height was determined by differential leveling
 LY0433.and adjusted by the National Geodetic Survey in June 1991..
 LY0433
 LY0433.The geoid height was determined by GEOID03.
 LY0433
 LY0433.The dynamic height is computed by dividing the NAVD 88
 LY0433.geopotential number by the normal gravity value computed on the
 LY0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0433.degrees latitude (g = 980.6199 gals.).
 LY0433
 LY0433.The modeled gravity was interpolated from observed gravity values.
 LY0433
 LY0433;                    North         East    Units  Estimated Accuracy
 LY0433;SPC NJ       -   257,300.      158,390.      MT  (+/- 180 meters Scaled)
 LY0433
 LY0433                          SUPERSEDED SURVEY CONTROL
 LY0433
 LY0433  NGVD 29 (??/??/92)  343.301  (m)         1126.31   (f) ADJ UNCH    2 0
 LY0433
 LY0433.Superseded values are not recommended for survey control.
 LY0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0433.See file dsdata.txt to determine how the superseded data were derived.
 LY0433
 LY0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL503556(NAD 83)
 LY0433_MARKER: DB = BENCH MARK DISK
 LY0433_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LY0433_SP_SET: SOUTHEAST HEADWALL
 LY0433_STAMPING: Z 31 1942
 LY0433_MARK LOGO: CGS   
 LY0433_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0433+STABILITY: SURFACE MOTION
 LY0433
 LY0433  HISTORY     - Date     Condition        Report By
 LY0433  HISTORY     - 1942     MONUMENTED       CGS
 LY0433  HISTORY     - 1979     MARK NOT FOUND   NGS
 LY0433  HISTORY     - 19921016 SEE DESCRIPTION  NJGS
 LY0433  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 LY0433
 LY0433                          STATION DESCRIPTION
 LY0433
 LY0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0433'8.7 MI N FROM NEWFOUNDLAND.
 LY0433'IN PASSAIC COUNTY, 0.3 MILE WEST ALONG STATE HIGHWAY 23 FROM THE
 LY0433'POST OFFICE AT NEWFOUNDLAND, MORRIS COUNTY, THENCE 8.4 MILES
 LY0433'NORTH ALONG A GRAVEL ROAD, 18.5 FEET SOUTHWEST OF THE CENTERLINE
 LY0433'OF THE ENTRANCE TO A LOG COTTAGE, AT A STEEL BRIDGE, IN THE
 LY0433'NORTHWEST END OF THE SOUTHEAST HEAD WALL, AND 12 FEET SOUTHEAST
 LY0433'OF THE CENTERLINE OF THE ROAD.
 LY0433
 LY0433                          STATION RECOVERY (1979)
 LY0433
 LY0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY0433'MARK NOT FOUND.
 LY0433
 LY0433                          STATION RECOVERY (1992)
 LY0433
 LY0433'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 LY0433'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 LY0433'SEARCH BY A TWO MAN PARTY.  THE STEEL BRIDGE APPEARS TO HAVE BEEN
 LY0433'REPLACED SOME TIME IN THE PAST BY TWIN CONCRETE PIPES USED AS A
 LY0433'CULVERT.  THE STATION IS CONSIDERED LOST.
 LY0433
 LY0433                          STATION RECOVERY (1995)
 LY0433
 LY0433'RECOVERY NOTE BY US POWER SQUADRON 1995
 LY0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0465 ***********************************************************************
 LY0465  DESIGNATION -  Z 32
 LY0465  PID         -  LY0465
 LY0465  STATE/COUNTY-  NJ/PASSAIC
 LY0465  USGS QUAD   -  WANAQUE (1971)
 LY0465
 LY0465                         *CURRENT SURVEY CONTROL
 LY0465  ___________________________________________________________________
 LY0465* NAD 83(1986)-  41 00 37.     (N)    074 16 04.     (W)     SCALED    
 LY0465* NAVD 88     -        67.352  (meters)     220.97   (feet)  ADJUSTED  
 LY0465  ___________________________________________________________________
 LY0465  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LY0465  DYNAMIC HT  -          67.324 (meters)     220.88  (feet)  COMP
 LY0465  MODELED GRAV-     980,213.3   (mgal)                       NAVD 88
 LY0465
 LY0465  VERT ORDER  -  SECOND    CLASS 0
 LY0465
 LY0465.The horizontal coordinates were scaled from a topographic map and have
 LY0465.an estimated accuracy of +/- 6 seconds.
 LY0465
 LY0465.The orthometric height was determined by differential leveling
 LY0465.and adjusted by the National Geodetic Survey in June 1991..
 LY0465
 LY0465.The geoid height was determined by GEOID03.
 LY0465
 LY0465.The dynamic height is computed by dividing the NAVD 88
 LY0465.geopotential number by the normal gravity value computed on the
 LY0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0465.degrees latitude (g = 980.6199 gals.).
 LY0465
 LY0465.The modeled gravity was interpolated from observed gravity values.
 LY0465
 LY0465;                    North         East    Units  Estimated Accuracy
 LY0465;SPC NJ       -   241,720.      169,530.      MT  (+/- 180 meters Scaled)
 LY0465
 LY0465                          SUPERSEDED SURVEY CONTROL
 LY0465
 LY0465  NGVD 29 (??/??/92)   67.609  (m)          221.81   (f) ADJ UNCH    2 0
 LY0465
 LY0465.Superseded values are not recommended for survey control.
 LY0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0465.See file dsdata.txt to determine how the superseded data were derived.
 LY0465
 LY0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL615401(NAD 83)
 LY0465_MARKER: DB = BENCH MARK DISK
 LY0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0465_STAMPING: Z 32 1942
 LY0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0465+STABILITY: SURFACE MOTION
 LY0465
 LY0465  HISTORY     - Date     Condition        Report By
 LY0465  HISTORY     - 1942     MONUMENTED       CGS
 LY0465  HISTORY     - 1955     GOOD             NGS
 LY0465
 LY0465                          STATION DESCRIPTION
 LY0465
 LY0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0465'1.7 MI SW FROM OAKLAND.
 LY0465'IN PASSAIC COUNTY, ABOUT 1.7 MILES SOUTHWEST ALONG U.S. HIGHWAY
 LY0465'202 FROM THE POST OFFICE AT OAKLAND, BERGEN COUNTY, 41 FEET
 LY0465'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET NORTHEAST
 LY0465'OF POLE JCP 257 WN, 2.6 FEET SOUTHEAST OF A BRICK FENCE CORNER,
 LY0465'AND 1.5 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST.  A
 LY0465'STANDARD DISK, STAMPED Z 32 1942 AND SET IN THE TOP OF A CONCRETE
 LY0465'POST.
 LY0465
 LY0465                          STATION RECOVERY (1955)
 LY0465
 LY0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 LY0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0748 ***********************************************************************
 LY0748  DESIGNATION -  Z 33
 LY0748  PID         -  LY0748
 LY0748  STATE/COUNTY-  NJ/WARREN
 LY0748  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY0748
 LY0748                         *CURRENT SURVEY CONTROL
 LY0748  ___________________________________________________________________
 LY0748* NAD 83(1986)-  41 04 22.     (N)    074 57 46.     (W)     SCALED    
 LY0748* NAVD 88     -       200.526  (meters)     657.89   (feet)  ADJUSTED  
 LY0748  ___________________________________________________________________
 LY0748  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 LY0748  DYNAMIC HT  -         200.438 (meters)     657.60  (feet)  COMP
 LY0748  MODELED GRAV-     980,178.2   (mgal)                       NAVD 88
 LY0748
 LY0748  VERT ORDER  -  SECOND    CLASS 0
 LY0748
 LY0748.The horizontal coordinates were scaled from a topographic map and have
 LY0748.an estimated accuracy of +/- 6 seconds.
 LY0748
 LY0748.The orthometric height was determined by differential leveling
 LY0748.and adjusted by the National Geodetic Survey in June 1991..
 LY0748
 LY0748.The geoid height was determined by GEOID03.
 LY0748
 LY0748.The dynamic height is computed by dividing the NAVD 88
 LY0748.geopotential number by the normal gravity value computed on the
 LY0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0748.degrees latitude (g = 980.6199 gals.).
 LY0748
 LY0748.The modeled gravity was interpolated from observed gravity values.
 LY0748
 LY0748;                    North         East    Units  Estimated Accuracy
 LY0748;SPC NJ       -   248,730.      111,110.      MT  (+/- 180 meters Scaled)
 LY0748
 LY0748                          SUPERSEDED SURVEY CONTROL
 LY0748
 LY0748  NGVD 29 (??/??/92)  200.715  (m)          658.51   (f) ADJ UNCH    2 0
 LY0748
 LY0748.Superseded values are not recommended for survey control.
 LY0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0748.See file dsdata.txt to determine how the superseded data were derived.
 LY0748
 LY0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL031468(NAD 83)
 LY0748_MARKER: DB = BENCH MARK DISK
 LY0748_SETTING: 80 = SET IN A BOULDER
 LY0748_SP_SET: BRIDGE
 LY0748_STAMPING: Z 33 1942
 LY0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0748+STABILITY: SURFACE MOTION
 LY0748
 LY0748  HISTORY     - Date     Condition        Report By
 LY0748  HISTORY     - 1942     MONUMENTED       CGS
 LY0748  HISTORY     - 20060521 GOOD             GEOCAC
 LY0748
 LY0748                          STATION DESCRIPTION
 LY0748
 LY0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0748'AT MILLBROOK.
 LY0748'AT MILLBROOK, ABOUT 125 FEET SOUTH OF THE MILLBROOK INN, AT A
 LY0748'CONCRETE BRIDGE.  A STANDARD DISK, SET IN THE TOP OF THE NORTH
 LY0748'END OF THE SOUTHWEST GUARD WALL, AND 9 FEET WEST OF THE CENTER
 LY0748'LINE OF THE ROAD.
 LY0748
 LY0748                          STATION RECOVERY (2006)
 LY0748
 LY0748'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0748'IN THE DELAWARE WATER GAP NATIONAL RECREATION AREA.  ON HEADWALL OF OD
 LY0748'BRIDGE.  IT APPEARS THAT THIS BRIDGE IS BEING DEMOLISHED.  NEW BRIDGE
 LY0748'IS TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0786 ***********************************************************************
 LY0786  DESIGNATION -  Z 34
 LY0786  PID         -  LY0786
 LY0786  STATE/COUNTY-  NJ/SUSSEX
 LY0786  USGS QUAD   -  CULVERS GAP (1997)
 LY0786
 LY0786                         *CURRENT SURVEY CONTROL
 LY0786  ___________________________________________________________________
 LY0786* NAD 83(1986)-  41 13 47.     (N)    074 50 29.     (W)     SCALED    
 LY0786* NAVD 88     -       208.003  (meters)     682.42   (feet)  ADJUSTED  
 LY0786  ___________________________________________________________________
 LY0786  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 LY0786  DYNAMIC HT  -         207.917 (meters)     682.14  (feet)  COMP
 LY0786  MODELED GRAV-     980,203.5   (mgal)                       NAVD 88
 LY0786
 LY0786  VERT ORDER  -  SECOND    CLASS 0
 LY0786
 LY0786.The horizontal coordinates were scaled from a topographic map and have
 LY0786.an estimated accuracy of +/- 6 seconds.
 LY0786
 LY0786.The orthometric height was determined by differential leveling
 LY0786.and adjusted by the National Geodetic Survey in June 1991..
 LY0786
 LY0786.The geoid height was determined by GEOID03.
 LY0786
 LY0786.The dynamic height is computed by dividing the NAVD 88
 LY0786.geopotential number by the normal gravity value computed on the
 LY0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0786.degrees latitude (g = 980.6199 gals.).
 LY0786
 LY0786.The modeled gravity was interpolated from observed gravity values.
 LY0786
 LY0786;                    North         East    Units  Estimated Accuracy
 LY0786;SPC NJ       -   266,110.      121,380.      MT  (+/- 180 meters Scaled)
 LY0786
 LY0786                          SUPERSEDED SURVEY CONTROL
 LY0786
 LY0786  NGVD 29 (??/??/92)  208.190  (m)          683.04   (f) ADJ UNCH    2 0
 LY0786
 LY0786.Superseded values are not recommended for survey control.
 LY0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0786.See file dsdata.txt to determine how the superseded data were derived.
 LY0786
 LY0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL132642(NAD 83)
 LY0786_MARKER: DB = BENCH MARK DISK
 LY0786_SETTING: 66 = SET IN ROCK OUTCROP
 LY0786_SP_SET: ROCK OUTCROP
 LY0786_STAMPING: Z 34 1942
 LY0786_MARK LOGO: CGS   
 LY0786_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0786_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0786+STABILITY: POSITION/ELEVATION WELL
 LY0786_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0786+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1995
 LY0786
 LY0786  HISTORY     - Date     Condition        Report By
 LY0786  HISTORY     - 1942     MONUMENTED       CGS
 LY0786  HISTORY     - 19950110 GOOD             NJGS
 LY0786  HISTORY     - 20031109 GOOD             INDIV
 LY0786
 LY0786                          STATION DESCRIPTION
 LY0786
 LY0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0786'1.6 MI NW FROM LAYTON.
 LY0786'1.6 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0786'AT LAYTON, AT AN INTERSECTION OF THE BLACK TOP ROAD AND A GRAVEL
 LY0786'ROAD LEADING NORTHEAST TO KITTATINNY CAMP, 65 FEET NORTH OF THE
 LY0786'CENTER LINE OF THE BLACK TOP ROAD, 56 FEET NORTHWEST OF THE
 LY0786'CENTER LINE OF THE GRAVEL ROAD, 50 FEET NORTHEAST OF A
 LY0786'NORTHWEST-SOUTHEAST FENCE, 24.5 FEET NORTHWEST OF THE
 LY0786'RIGHT-OF-WAY FENCE.  A STANDARD DISK, SET IN THE TOP OF A ROCK
 LY0786'OUTCROP.
 LY0786
 LY0786                          STATION RECOVERY (1995)
 LY0786
 LY0786'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 LY0786'RECOVERED AS DESCRIBED.
 LY0786
 LY0786                          STATION RECOVERY (2003)
 LY0786
 LY0786'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ZKM)
 LY0786'RECOVERED IN GOOD CONDITION.  THE BLACKTOP ROAD IS NOW SUSSEX COUNTY
 LY0786'ROAD 560.  THE GRAVEL ROAD IS NOW PAVED AND IS NAMED UPPER RIDGE ROAD.
 LY0786'THE FENCES NO LONGER EXIST.  THE STATION IS 40 FEET WEST OF U.T. CO.
 LY0786'OF NEW JERSEY POLE NUMBER 118.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LY0769 ***********************************************************************
 LY0769  DESIGNATION -  Z 35
 LY0769  PID         -  LY0769
 LY0769  STATE/COUNTY-  NJ/SUSSEX
 LY0769  USGS QUAD   -  NEWTON WEST (1994)
 LY0769
 LY0769                         *CURRENT SURVEY CONTROL
 LY0769  ___________________________________________________________________
 LY0769* NAD 83(1986)-  41 03 01.     (N)    074 50 56.     (W)     SCALED    
 LY0769* NAVD 88     -       133.424  (meters)     437.74   (feet)  ADJUSTED  
 LY0769  ___________________________________________________________________
 LY0769  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 LY0769  DYNAMIC HT  -         133.366 (meters)     437.55  (feet)  COMP
 LY0769  MODELED GRAV-     980,181.5   (mgal)                       NAVD 88
 LY0769
 LY0769  VERT ORDER  -  SECOND    CLASS 0
 LY0769
 LY0769.The horizontal coordinates were scaled from a topographic map and have
 LY0769.an estimated accuracy of +/- 6 seconds.
 LY0769
 LY0769.The orthometric height was determined by differential leveling
 LY0769.and adjusted by the National Geodetic Survey in June 1991..
 LY0769
 LY0769.The geoid height was determined by GEOID03.
 LY0769
 LY0769.The dynamic height is computed by dividing the NAVD 88
 LY0769.geopotential number by the normal gravity value computed on the
 LY0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0769.degrees latitude (g = 980.6199 gals.).
 LY0769
 LY0769.The modeled gravity was interpolated from observed gravity values.
 LY0769
 LY0769;                    North         East    Units  Estimated Accuracy
 LY0769;SPC NJ       -   246,190.      120,670.      MT  (+/- 180 meters Scaled)
 LY0769
 LY0769                          SUPERSEDED SURVEY CONTROL
 LY0769
 LY0769  NGVD 29 (??/??/92)  133.631  (m)          438.42   (f) ADJ UNCH    2 0
 LY0769
 LY0769.Superseded values are not recommended for survey control.
 LY0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0769.See file dsdata.txt to determine how the superseded data were derived.
 LY0769
 LY0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL126443(NAD 83)
 LY0769_MARKER: DB = BENCH MARK DISK
 LY0769_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0769_SP_SET: BRIDGE
 LY0769_STAMPING: Z 35 1942
 LY0769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0769
 LY0769  HISTORY     - Date     Condition        Report By
 LY0769  HISTORY     - 1942     MONUMENTED       CGS
 LY0769  HISTORY     - 20060611 GOOD             GEOCAC
 LY0769
 LY0769                          STATION DESCRIPTION
 LY0769
 LY0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LY0769'0.9 MI SE FROM MIDDLEVILLE.
 LY0769'0.9 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 LY0769'AT MIDDLEVILLE, AT  CONCRETE CREEK BRIDGE.  A STANDARD DISK, SET
 LY0769'IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT, AND 14.5 FEET
 LY0769'EAST OF THE CENTER LINE OF THE ROAD.
 LY0769
 LY0769                          STATION RECOVERY (2006)
 LY0769
 LY0769'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0769'IN STILLWATER TOWNSHIP, ON EAST SHORE DRIVE (CR619) ON BRIDGE OVER
 LY0769'PAULINS KILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0779 ***********************************************************************
 KV0779  DESIGNATION -  Z 36
 KV0779  PID         -  KV0779
 KV0779  STATE/COUNTY-  NJ/MIDDLESEX
 KV0779  USGS QUAD   -  SOUTH AMBOY (1981)
 KV0779
 KV0779                         *CURRENT SURVEY CONTROL
 KV0779  ___________________________________________________________________
 KV0779* NAD 83(1986)-  40 28 39.     (N)    074 16 31.     (W)     SCALED    
 KV0779* NAVD 88     -         3.630  (meters)      11.91   (feet)  ADJUSTED  
 KV0779  ___________________________________________________________________
 KV0779  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KV0779  DYNAMIC HT  -           3.628 (meters)      11.90  (feet)  COMP
 KV0779  MODELED GRAV-     980,217.9   (mgal)                       NAVD 88
 KV0779
 KV0779  VERT ORDER  -  FIRST     CLASS II
 KV0779
 KV0779.The horizontal coordinates were scaled from a topographic map and have
 KV0779.an estimated accuracy of +/- 6 seconds.
 KV0779
 KV0779.The orthometric height was determined by differential leveling
 KV0779.and adjusted by the National Geodetic Survey in March 2001..
 KV0779.No vertical observational check was made to the station.
 KV0779.WARNING-Repeat measurements at this control monument indicate possible
 KV0779.vertical movement.
 KV0779
 KV0779.The geoid height was determined by GEOID03.
 KV0779
 KV0779.The dynamic height is computed by dividing the NAVD 88
 KV0779.geopotential number by the normal gravity value computed on the
 KV0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0779.degrees latitude (g = 980.6199 gals.).
 KV0779
 KV0779.The modeled gravity was interpolated from observed gravity values.
 KV0779
 KV0779;                    North         East    Units  Estimated Accuracy
 KV0779;SPC NJ       -   182,560.      169,050.      MT  (+/- 180 meters Scaled)
 KV0779
 KV0779                          SUPERSEDED SURVEY CONTROL
 KV0779
 KV0779  NAVD 88 (06/15/91)    3.641  (m)           11.95   (f) UNKNOWN     1 1
 KV0779  NGVD 29 (04/16/92)    3.940  (m)           12.93   (f) ADJUSTED    1 1
 KV0779
 KV0779.Superseded values are not recommended for survey control.
 KV0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0779.See file dsdata.txt to determine how the superseded data were derived.
 KV0779
 KV0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK614810(NAD 83)
 KV0779_MARKER: DB = BENCH MARK DISK
 KV0779_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0779_SP_SET: TOWER BASE
 KV0779_STAMPING: Z 36 1952
 KV0779_MARK LOGO: CGS   
 KV0779_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV0779+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1998
 KV0779
 KV0779  HISTORY     - Date     Condition        Report By
 KV0779  HISTORY     - 1952     MONUMENTED       CGS
 KV0779  HISTORY     - 1964     GOOD             CGS
 KV0779  HISTORY     - 1974     GOOD             NGS
 KV0779  HISTORY     - 1978     GOOD             NGS
 KV0779  HISTORY     - 1979     GOOD             NGS
 KV0779  HISTORY     - 1980     GOOD             LOCSUR
 KV0779  HISTORY     - 19980519 GOOD             NJGS
 KV0779
 KV0779                          STATION DESCRIPTION
 KV0779
 KV0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0779'0.5 MI SE FROM SOUTH AMBOY.
 KV0779'0.5 MILE SOUTHEAST ALONG THE NEW YORK AND LONG BRANCH RAILROAD
 KV0779'FROM THE STATION AT SOUTH AMBOY, MIDDLESEX COUNTY, 0.2 MILE
 KV0779'NORTHWEST OF MILEPOST 2, 0.25 MILE SOUTHEAST OF BORDENTOWN
 KV0779'AVENUE OVERPASS OVER TRACKS, IN THE TOP OF THE EAST CORNER OF
 KV0779'THE CONCRETE BASE OF TOWER SUPPORTING WIRES FOR ELECTRIC TRAINS,
 KV0779'20 FEET SOUTHWEST OF SOUTHWEST RAIL OF SOUTHWEST TRACK, 1 FOOT
 KV0779'ABOVE THE GROUND AND 1 FOOT BELOW THE LEVEL OF THE TRACK.
 KV0779'NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING NORTH ALONG THE
 KV0779'NEW YORK AND LONG BRANCH RAILROAD FOR 1.6 MILE TO A SIGNAL BASE.
 KV0779
 KV0779                          STATION RECOVERY (1974)
 KV0779
 KV0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV0779'RECOVERED IN GOOD CONDITION.
 KV0779
 KV0779                          STATION RECOVERY (1978)
 KV0779
 KV0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV0779'RECOVERED IN GOOD CONDITION.
 KV0779
 KV0779                          STATION RECOVERY (1979)
 KV0779
 KV0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0779'RECOVERED IN GOOD CONDITION.
 KV0779
 KV0779                          STATION RECOVERY (1980)
 KV0779
 KV0779'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 KV0779'RECOVERED IN GOOD CONDITION.
 KV0779
 KV0779                          STATION RECOVERY (1998)
 KV0779
 KV0779'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (ECB)
 KV0779'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0247 ***********************************************************************
 KV0247  DESIGNATION -  Z 37
 KV0247  PID         -  KV0247
 KV0247  STATE/COUNTY-  NJ/ESSEX
 KV0247  USGS QUAD   -  ELIZABETH (1995)
 KV0247
 KV0247                         *CURRENT SURVEY CONTROL
 KV0247  ___________________________________________________________________
 KV0247* NAD 83(1986)-  40 42 00.     (N)    074 08 15.     (W)     SCALED    
 KV0247* NAVD 88     -         2.731  (meters)       8.96   (feet)  ADJUSTED  
 KV0247  ___________________________________________________________________
 KV0247  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KV0247  DYNAMIC HT  -           2.730 (meters)       8.96  (feet)  COMP
 KV0247  MODELED GRAV-     980,230.1   (mgal)                       NAVD 88
 KV0247
 KV0247  VERT ORDER  -  FIRST     CLASS II
 KV0247
 KV0247.The horizontal coordinates were scaled from a topographic map and have
 KV0247.an estimated accuracy of +/- 6 seconds.
 KV0247
 KV0247.The orthometric height was determined by differential leveling
 KV0247.and adjusted by the National Geodetic Survey in June 1991..
 KV0247
 KV0247.The geoid height was determined by GEOID03.
 KV0247
 KV0247.The dynamic height is computed by dividing the NAVD 88
 KV0247.geopotential number by the normal gravity value computed on the
 KV0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0247.degrees latitude (g = 980.6199 gals.).
 KV0247
 KV0247.The modeled gravity was interpolated from observed gravity values.
 KV0247
 KV0247;                    North         East    Units  Estimated Accuracy
 KV0247;SPC NJ       -   207,300.      180,630.      MT  (+/- 180 meters Scaled)
 KV0247
 KV0247                          SUPERSEDED SURVEY CONTROL
 KV0247
 KV0247  NGVD 29 (04/16/92)    3.070  (m)           10.07   (f) ADJUSTED    1 2
 KV0247
 KV0247.Superseded values are not recommended for survey control.
 KV0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0247.See file dsdata.txt to determine how the superseded data were derived.
 KV0247
 KV0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL728058(NAD 83)
 KV0247_MARKER: DB = BENCH MARK DISK
 KV0247_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV0247_SP_SET: APRON
 KV0247_STAMPING: Z 37 1952
 KV0247_MARK LOGO: CGS   
 KV0247_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV0247+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2001
 KV0247
 KV0247  HISTORY     - Date     Condition        Report By
 KV0247  HISTORY     - 1952     MONUMENTED       CGS
 KV0247  HISTORY     - 1979     GOOD             NGS
 KV0247  HISTORY     - 19891012 GOOD             NJGS
 KV0247  HISTORY     - 19950310 GOOD             NJGS
 KV0247  HISTORY     - 20010314 GOOD             PORANY
 KV0247
 KV0247                          STATION DESCRIPTION
 KV0247
 KV0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV0247'AT NEWARK.
 KV0247'AT NEWARK, AT PORT NEWARK, AT THE CROSSING OF DOREMUS AND PORT
 KV0247'STREETS, AT THE COASTAL OIL COMPANY STORAGE TANKS, SET IN THE TOP
 KV0247'OF THE WEST CORNER OF A CONCRETE APRON IN FRONT OF TRANSFORMER
 KV0247'HOUSE NO. 100 (A SMALL BRICK BUILDING), 102 FEET SOUTHEAST OF
 KV0247'CENTER LINE OF DOREMUS STREET, 90 FEET NORTHEAST OF CENTER LINE
 KV0247'OF PORT STREET, 7 FEET SOUTHWEST OF WEST CORNER OF BUILDING AND
 KV0247'1 FOOT ABOVE GROUND.
 KV0247
 KV0247                          STATION RECOVERY (1979)
 KV0247
 KV0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0247'RECOVERED IN GOOD CONDITION.
 KV0247
 KV0247                          STATION RECOVERY (1989)
 KV0247
 KV0247'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV0247'IN NEWARK, AT PORT NEWARK, SET IN TOP OF THE WEST CORNER OF A
 KV0247'CONCRETE APRON TO A ONE STORY BRICK TRANSFORMER BUILDING ON THE
 KV0247'NORTHEAST CORNER OF THE JUNCTION OF PORT AND DOREMUS STREETS, 31.09 M
 KV0247'(102.0 FT) SOUTHEAST OF THE CENTERLINE OF DOREMUS STREET, 27.4 M
 KV0247'(89.9 FT) NORTHEAST OF THE CENTERLINE OF PORT STREET, 2.1 M (6.9 FT)
 KV0247'SOUTHWEST OF THE WEST CORNER OF THE TRANSFORMER BUILDING AND 0.3 M
 KV0247'(1.0 FT) ABOVE GROUND.
 KV0247
 KV0247                          STATION RECOVERY (1995)
 KV0247
 KV0247'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV0247'RECOVERED AS DESCRIBED.
 KV0247
 KV0247                          STATION RECOVERY (2001)
 KV0247
 KV0247'RECOVERY NOTE BY PORT AUTHORITY OF NY + NJ 2001 (SSZ)
 KV0247'THE BUILDING REFERRED TO DEMOLISHED, HOWEVER, CONCRETE FOUNDATION WITH
 KV0247'MARK STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HU0001 ***********************************************************************
 HU0001  TIDAL BM    -  This is a Tidal Bench Mark.
 HU0001  DESIGNATION -  Z 4
 HU0001  PID         -  HU0001
 HU0001  STATE/COUNTY-  NJ/CAPE MAY
 HU0001  USGS QUAD   -  CAPE MAY (1972)
 HU0001
 HU0001                         *CURRENT SURVEY CONTROL
 HU0001  ___________________________________________________________________
 HU0001* NAD 83(1986)-  38 55 58.     (N)    074 55 22.     (W)     SCALED    
 HU0001* NAVD 88     -         4.299  (meters)      14.10   (feet)  ADJUSTED  
 HU0001  ___________________________________________________________________
 HU0001  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 HU0001  DYNAMIC HT  -           4.296 (meters)      14.09  (feet)  COMP
 HU0001  MODELED GRAV-     980,047.7   (mgal)                       NAVD 88
 HU0001  OBS GRAVITY -     980,049.5   (mgal)                       GRAV_OBS
 HU0001
 HU0001  VERT ORDER  -  FIRST     CLASS II
 HU0001
 HU0001.The horizontal coordinates were scaled from a topographic map and have
 HU0001.an estimated accuracy of +/- 6 seconds.
 HU0001
 HU0001.The orthometric height was determined by differential leveling
 HU0001.and adjusted by the National Geodetic Survey in June 1991..
 HU0001
 HU0001.This Tidal Bench Mark is designated as VM 15509
 HU0001.by the Center for Operational Oceanographic Products and Services.
 HU0001
 HU0001.The geoid height was determined by GEOID03.
 HU0001
 HU0001.The dynamic height is computed by dividing the NAVD 88
 HU0001.geopotential number by the normal gravity value computed on the
 HU0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0001.degrees latitude (g = 980.6199 gals.).
 HU0001
 HU0001.The modeled gravity was interpolated from observed gravity values.
 HU0001.The observed gravity was obtained from relative gravimeter ties
 HU0001.to the IGSN71 gravity network.
 HU0001
 HU0001;                    North         East    Units  Estimated Accuracy
 HU0001;SPC NJ       -    11,120.      113,350.      MT  (+/- 180 meters Scaled)
 HU0001
 HU0001                          SUPERSEDED SURVEY CONTROL
 HU0001
 HU0001  NGVD 29 (01/10/92)    4.697  (m)           15.41   (f) ADJUSTED    1 2
 HU0001
 HU0001.Superseded values are not recommended for survey control.
 HU0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0001.See file dsdata.txt to determine how the superseded data were derived.
 HU0001
 HU0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ066093(NAD 83)
 HU0001_MARKER: DB = BENCH MARK DISK
 HU0001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0001_SP_SET: FOUNDATION
 HU0001_STAMPING: 15.341 Z 4 1924
 HU0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0001+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2005
 HU0001
 HU0001  HISTORY     - Date     Condition        Report By
 HU0001  HISTORY     - 1924     MONUMENTED       CGS
 HU0001  HISTORY     - 1954     GOOD             CGS
 HU0001  HISTORY     - 1974     GOOD             NJGS
 HU0001  HISTORY     - 1979     GOOD             NGS
 HU0001  HISTORY     - 19991002 GOOD             USPSQD
 HU0001  HISTORY     - 20050916 GOOD             GEOCAC
 HU0001
 HU0001                          STATION DESCRIPTION
 HU0001
 HU0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HU0001'AT CAPE MAY.
 HU0001'AT CAPE MAY, CAPE MAY COUNTY, AT THE SOUTHEAST CORNER OF THE
 HU0001'INTERSECTION OF WASHINGTON AVENUE AND DECATUR STREET, AT THE
 HU0001'MERCHANTS NATIONAL BANK, IN THE COPING OF THE FOUNDATION, 2.8
 HU0001'FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, AND 3/4 FOOT
 HU0001'ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED 15.341 Z 4 1924.
 HU0001
 HU0001                          STATION RECOVERY (1974)
 HU0001
 HU0001'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1974
 HU0001'RECOVERED IN GOOD CONDITION.
 HU0001
 HU0001                          STATION RECOVERY (1979)
 HU0001
 HU0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HU0001'BANK IS NOW FIRST NATIONAL BANK OF SOUTH JERSEY.
 HU0001
 HU0001                          STATION RECOVERY (1999)
 HU0001
 HU0001'RECOVERY NOTE BY US POWER SQUADRON 1999
 HU0001'RECOVERED IN GOOD CONDITION.
 HU0001
 HU0001                          STATION RECOVERY (2005)
 HU0001
 HU0001'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 HU0001'NOTE - WASHINGTON STREET AT THIS LOCATION IS CLOSED TO VEHICLE
 HU0001'TRAFFIC. BUILDING IS NO LONGER A BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KU1658 ***********************************************************************
 KU1658  DESIGNATION -  Z 40
 KU1658  PID         -  KU1658
 KU1658  STATE/COUNTY-  NJ/BERGEN
 KU1658  USGS QUAD   -  CENTRAL PARK (1979)
 KU1658
 KU1658                         *CURRENT SURVEY CONTROL
 KU1658  ___________________________________________________________________
 KU1658* NAD 83(1986)-  40 50 20.     (N)    073 58 53.     (W)     SCALED    
 KU1658* NAVD 88     -        82.033  (meters)     269.14   (feet)  ADJUSTED  
 KU1658  ___________________________________________________________________
 KU1658  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 KU1658  DYNAMIC HT  -          82.002 (meters)     269.03  (feet)  COMP
 KU1658  MODELED GRAV-     980,244.1   (mgal)                       NAVD 88
 KU1658
 KU1658  VERT ORDER  -  SECOND    CLASS 0
 KU1658
 KU1658.The horizontal coordinates were scaled from a topographic map and have
 KU1658.an estimated accuracy of +/- 6 seconds.
 KU1658
 KU1658.The orthometric height was determined by differential leveling
 KU1658.and adjusted by the National Geodetic Survey in June 1991..
 KU1658
 KU1658.The geoid height was determined by GEOID03.
 KU1658
 KU1658.The dynamic height is computed by dividing the NAVD 88
 KU1658.geopotential number by the normal gravity value computed on the
 KU1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KU1658.degrees latitude (g = 980.6199 gals.).
 KU1658
 KU1658.The modeled gravity was interpolated from observed gravity values.
 KU1658
 KU1658;                    North         East    Units  Estimated Accuracy
 KU1658;SPC NJ       -   222,790.      193,740.      MT  (+/- 180 meters Scaled)
 KU1658
 KU1658                          SUPERSEDED SURVEY CONTROL
 KU1658
 KU1658  NGVD 29 (??/??/92)   82.338  (m)          270.14   (f) ADJ UNCH    2 0
 KU1658
 KU1658.Superseded values are not recommended for survey control.
 KU1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU1658.See file dsdata.txt to determine how the superseded data were derived.
 KU1658
 KU1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL858213(NAD 83)
 KU1658_MARKER: DB = BENCH MARK DISK
 KU1658_SETTING: 66 = SET IN ROCK OUTCROP
 KU1658_SP_SET: ROCK OUTCROP
 KU1658_STAMPING: Z 40 1956
 KU1658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU1658+STABILITY: POSITION/ELEVATION WELL
 KU1658
 KU1658  HISTORY     - Date     Condition        Report By
 KU1658  HISTORY     - 1956     MONUMENTED       CGS
 KU1658  HISTORY     - 19920220 MARK NOT FOUND   NJGS
 KU1658
 KU1658                          STATION DESCRIPTION
 KU1658
 KU1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KU1658'AT FORT LEE.
 KU1658'AT FORT LEE, NEAR THE INTERSECTION OF STATE HIGHWAY ROUTE 5,
 KU1658'AND ANDERSON AVENUE, NEAR THE FORT LEE PUBLIC SCHOOL NO. 4, 110
 KU1658'FEET NORTHEAST OF THE NORTHWEST CORNER OF SCHOOL, 101 FEET
 KU1658'NORTHWEST OF THE NORTHWEST CURB OF ANDERSON AVENUE, 27 FEET
 KU1658'SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 10 FEET NORTHWEST OF A T
 KU1658'IN FENCE, 0.6 FEET NORTHEAST OF A 6 FOOT HIGH FENCE AROUND SCHOOL
 KU1658'GROUND, 2 FEET ABOVE THE LEVEL OF ROAD, SET IN TOP OF A 3-BY-4-FOOT
 KU1658'OUTCROP ABOUT LEVEL WITH THE GROUND.
 KU1658
 KU1658                          STATION RECOVERY (1992)
 KU1658
 KU1658'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992 (FAC)
 KU1658'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A HALF HOUR
 KU1658'SEARCH BY A TWO MAN PARTY.  THE SCHOOL BUILDING HAS BEEN EXTENDED
 KU1658'SINCE THE ORIGINAL DESCRIPTION AND THE ORIGINAL TIES DO NOT MATCH
 KU1658'EXISTING CONDITIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0826 ***********************************************************************
 KV0826  DESIGNATION -  Z 5
 KV0826  PID         -  KV0826
 KV0826  STATE/COUNTY-  NJ/MONMOUTH
 KV0826  USGS QUAD   -  POINT PLEASANT (1989)
 KV0826
 KV0826                         *CURRENT SURVEY CONTROL
 KV0826  ___________________________________________________________________
 KV0826* NAD 83(1986)-  40 07 22.     (N)    074 02 53.     (W)     SCALED    
 KV0826* NAVD 88     -         4.690  (meters)      15.39   (feet)  POSTED    
 KV0826  ___________________________________________________________________
 KV0826  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KV0826  DYNAMIC HT  -           4.690 (meters)      15.39  (feet)  COMP
 KV0826  MODELED GRAV-     980,157.3   (mgal)                       NAVD 88
 KV0826
 KV0826  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KV0826
 KV0826.The horizontal coordinates were scaled from a topographic map and have
 KV0826.an estimated accuracy of +/- 6 seconds.
 KV0826
 KV0826.The orthometric height was determined by differential leveling
 KV0826.and adjusted by the National Geodetic Survey in 1992..
 KV0826.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KV0826.rate of 1.1 thru 2.0 mm/km.
 KV0826
 KV0826.The geoid height was determined by GEOID03.
 KV0826
 KV0826.The dynamic height is computed by dividing the NAVD 88
 KV0826.geopotential number by the normal gravity value computed on the
 KV0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0826.degrees latitude (g = 980.6199 gals.).
 KV0826
 KV0826.The modeled gravity was interpolated from observed gravity values.
 KV0826
 KV0826;                    North         East    Units  Estimated Accuracy
 KV0826;SPC NJ       -   143,240.      188,520.      MT  (+/- 180 meters Scaled)
 KV0826
 KV0826                          SUPERSEDED SURVEY CONTROL
 KV0826
 KV0826  NGVD 29 (04/16/92)    5.020  (m)           16.47   (f) ADJUSTED    1 1
 KV0826
 KV0826.Superseded values are not recommended for survey control.
 KV0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0826.See file dsdata.txt to determine how the superseded data were derived.
 KV0826
 KV0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK811418(NAD 83)
 KV0826_MARKER: DB = BENCH MARK DISK
 KV0826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV0826_SP_SET: WINDOW SILL
 KV0826_STAMPING: Z 5 1930 16.804
 KV0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV0826
 KV0826  HISTORY     - Date     Condition        Report By
 KV0826  HISTORY     - 1930     MONUMENTED       CGS
 KV0826  HISTORY     - 1964     GOOD             CGS
 KV0826  HISTORY     - 1968     GOOD             LOCSUR
 KV0826  HISTORY     - 1979     MARK NOT FOUND   NGS
 KV0826  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV0826  HISTORY     - 19920809 MARK NOT FOUND   USPSQD
 KV0826
 KV0826                          STATION DESCRIPTION
 KV0826
 KV0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV0826'AT MANASQUAN.
 KV0826'AT MANASQUAN, ABOUT 0.1 MILE NORTHWEST ALONG MAIN STREET FROM THE
 KV0826'NEW YORK AND LONG BRANCH RAILROAD STATION, THENCE 0.05 MILE
 KV0826'NORTHEAST ALONG TAYLOR AVENUE, AT THE MANASQUAN ELEMENTARY SCHOOL,
 KV0826'49 FEET NORTHWEST OF THE NORTHWEST CURB OF TAYLOR AVENUE, 7.7
 KV0826'FEET NORTHEAST OF THE SOUTH CORNER OF THE SCHOOL, SET VERTICALLY
 KV0826'IN THE CONCRETE WINDOW SILL ALONG THE SOUTHEAST SIDE OF SCHOOL
 KV0826'AND 0.8 FOOT ABOVE THE LEVEL OF THE GROUND.
 KV0826
 KV0826                          STATION RECOVERY (1968)
 KV0826
 KV0826'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 KV0826'RECOVERED IN GOOD CONDITION.
 KV0826
 KV0826                          STATION RECOVERY (1979)
 KV0826
 KV0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV0826'NOTE-- THE SCHOOL IS NOW THE TOWN HALL AND POLICE
 KV0826'STATION AND NEW SOUTH CORNER HAS BEEN ADDED ON.
 KV0826
 KV0826                          STATION RECOVERY (1984)
 KV0826
 KV0826'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV0826'MARK NOT FOUND.
 KV0826
 KV0826                          STATION RECOVERY (1992)
 KV0826
 KV0826'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0877 ***********************************************************************
 KV0877  DESIGNATION -  Z 53
 KV0877  PID         -  KV0877
 KV0877  STATE/COUNTY-  NJ/MONMOUTH
 KV0877  USGS QUAD   -  LONG BRANCH (1981)
 KV0877
 KV0877                         *CURRENT SURVEY CONTROL
 KV0877  ___________________________________________________________________
 KV0877* NAD 83(1986)-  40 21 27.     (N)    074 03 03.     (W)     SCALED    
 KV0877* NAVD 88     -         4.252  (meters)      13.95   (feet)  ADJUSTED  
 KV0877  ___________________________________________________________________
 KV0877  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KV0877  DYNAMIC HT  -           4.250 (meters)      13.94  (feet)  COMP
 KV0877  MODELED GRAV-     980,198.0   (mgal)                       NAVD 88
 KV0877
 KV0877  VERT ORDER  -  SECOND    CLASS 0
 KV0877
 KV0877.The horizontal coordinates were scaled from a topographic map and have
 KV0877.an estimated accuracy of +/- 6 seconds.
 KV0877
 KV0877.The orthometric height was determined by differential leveling
 KV0877.and adjusted by the National Geodetic Survey in June 1991..
 KV0877
 KV0877.The geoid height was determined by GEOID03.
 KV0877
 KV0877.The dynamic height is computed by dividing the NAVD 88
 KV0877.geopotential number by the normal gravity value computed on the
 KV0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0877.degrees latitude (g = 980.6199 gals.).
 KV0877
 KV0877.The modeled gravity was interpolated from observed gravity values.
 KV0877
 KV0877;                    North         East    Units  Estimated Accuracy
 KV0877;SPC NJ       -   169,300.      188,150.      MT  (+/- 180 meters Scaled)
 KV0877
 KV0877                          SUPERSEDED SURVEY CONTROL
 KV0877
 KV0877  NGVD 29 (04/16/92)    4.572  (m)           15.00   (f) ADJUSTED    2 0
 KV0877
 KV0877.Superseded values are not recommended for survey control.
 KV0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0877.See file dsdata.txt to determine how the superseded data were derived.
 KV0877
 KV0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK805678(NAD 83)
 KV0877_MARKER: DB = BENCH MARK DISK
 KV0877_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0877_SP_SET: BRIDGE ABUTMENT
 KV0877_STAMPING: Z 53 1961
 KV0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0877
 KV0877  HISTORY     - Date     Condition        Report By
 KV0877  HISTORY     - 1961     MONUMENTED       CGS
 KV0877  HISTORY     - 1985     GOOD             USPSQD
 KV0877  HISTORY     - 19920523 GOOD             USPSQD
 KV0877
 KV0877                          STATION DESCRIPTION
 KV0877
 KV0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV0877'AT FAIR HAVEN.
 KV0877'A STANDARD DISK DRILLED IN THE SOUTH ABUTMENT OF THE EAST END OF
 KV0877'BRIDGE ACROSS SWANKERS POND, 24 FEET SOUTH OF THE CENTERLINE
 KV0877'OF RIVER ROAD, HALFWAY BETWEEN TYSON DRIVE AND CHESTNUT STREET,
 KV0877'ABOUT 1 FOOT ABOVE THE LEVEL OF SIDEWALK.
 KV0877
 KV0877                          STATION RECOVERY (1985)
 KV0877
 KV0877'RECOVERY NOTE BY US POWER SQUADRON 1985 (CWK)
 KV0877'RECOVERED IN GOOD CONDITION.
 KV0877
 KV0877                          STATION RECOVERY (1992)
 KV0877
 KV0877'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV0877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0091 ***********************************************************************
 JU0091  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0091  DESIGNATION -  Z 54
 JU0091  PID         -  JU0091
 JU0091  STATE/COUNTY-  NJ/OCEAN
 JU0091  USGS QUAD   -  TUCKERTON (1995)
 JU0091
 JU0091                         *CURRENT SURVEY CONTROL
 JU0091  ___________________________________________________________________
 JU0091* NAD 83(1986)-  39 37 24.     (N)    074 18 59.     (W)     SCALED    
 JU0091* NAVD 88     -         2.147  (meters)       7.04   (feet)  ADJUSTED  
 JU0091  ___________________________________________________________________
 JU0091  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JU0091  DYNAMIC HT  -           2.146 (meters)       7.04  (feet)  COMP
 JU0091  MODELED GRAV-     980,155.4   (mgal)                       NAVD 88
 JU0091
 JU0091  VERT ORDER  -  FIRST     CLASS I
 JU0091
 JU0091.The horizontal coordinates were scaled from a topographic map and have
 JU0091.an estimated accuracy of +/- 6 seconds.
 JU0091
 JU0091.The orthometric height was determined by differential leveling
 JU0091.and adjusted by the National Geodetic Survey in June 1991..
 JU0091
 JU0091.This Tidal Bench Mark is designated as VM 2626
 JU0091.by the Center for Operational Oceanographic Products and Services.
 JU0091
 JU0091.The geoid height was determined by GEOID03.
 JU0091
 JU0091.The dynamic height is computed by dividing the NAVD 88
 JU0091.geopotential number by the normal gravity value computed on the
 JU0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0091.degrees latitude (g = 980.6199 gals.).
 JU0091
 JU0091.The modeled gravity was interpolated from observed gravity values.
 JU0091
 JU0091;                    North         East    Units  Estimated Accuracy
 JU0091;SPC NJ       -    87,710.      165,760.      MT  (+/- 180 meters Scaled)
 JU0091
 JU0091                          SUPERSEDED SURVEY CONTROL
 JU0091
 JU0091  NGVD 29 (04/16/92)    2.534  (m)            8.31   (f) ADJUSTED    1 1
 JU0091
 JU0091.Superseded values are not recommended for survey control.
 JU0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0091.See file dsdata.txt to determine how the superseded data were derived.
 JU0091
 JU0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ586861(NAD 83)
 JU0091_MARKER: DB = BENCH MARK DISK
 JU0091_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU0091_SP_SET: CULVERT HEADWALL
 JU0091_STAMPING: Z 54 1961
 JU0091_MARK LOGO: CGS   
 JU0091_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0091+STABILITY: SURFACE MOTION
 JU0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0091+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1995
 JU0091
 JU0091  HISTORY     - Date     Condition        Report By
 JU0091  HISTORY     - 1961     MONUMENTED       CGS
 JU0091  HISTORY     - 1964     GOOD             CGS
 JU0091  HISTORY     - 1979     GOOD             NGS
 JU0091  HISTORY     - 1985     GOOD             USPSQD
 JU0091  HISTORY     - 19950201 GOOD             NJGS
 JU0091  HISTORY     - 19961215 GOOD             USPSQD
 JU0091
 JU0091                          STATION DESCRIPTION
 JU0091
 JU0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0091'0.8 MI SW FROM WEST CREEK.
 JU0091'ABOUT 0.85 MILE SOUTHWEST ALONG U.S. HIGHWAY 9 FROM THE POST
 JU0091'OFFICE AT WEST CREEK, SET ON TOP AT THE SOUTHWEST END OF THE
 JU0091'SOUTHEAST CONCRETE HEAD WALL OF A 4 FOOT BOX CULVERT UNDER THE
 JU0091'HIGHWAY AND OVER PARKER RUN, 176 FEET SOUTHWEST OF THE CENTER
 JU0091'LINE OF BROOK STREET, 23.5 FEET SOUTHEAST OF THE CENTER LINE OF
 JU0091'THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THIS MARK
 JU0091'CAN ALSO BE REACHED BY GOING ABOUT 1.95 MILES NORTHEAST ALONG
 JU0091'U.S. HIGHWAY 9 FROM THE POST OFFICE AT TUCKERTON.
 JU0091
 JU0091                          STATION RECOVERY (1979)
 JU0091
 JU0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0091'RECOVERED IN GOOD CONDITION.
 JU0091
 JU0091                          STATION RECOVERY (1985)
 JU0091
 JU0091'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0091'RECOVERED IN GOOD CONDITION.
 JU0091
 JU0091                          STATION RECOVERY (1995)
 JU0091
 JU0091'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0091'RECOVERED AS DESCRIBED.
 JU0091
 JU0091                          STATION RECOVERY (1996)
 JU0091
 JU0091'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0280 ***********************************************************************
 JU0280  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0280  DESIGNATION -  Z 55
 JU0280  PID         -  JU0280
 JU0280  STATE/COUNTY-  NJ/ATLANTIC
 JU0280  USGS QUAD   -  OCEANVILLE (1989)
 JU0280
 JU0280                         *CURRENT SURVEY CONTROL
 JU0280  ___________________________________________________________________
 JU0280* NAD 83(1986)-  39 28 46.     (N)    074 22 58.     (W)     SCALED    
 JU0280* NAVD 88     -         0.704  (meters)       2.31   (feet)  ADJUSTED  
 JU0280  ___________________________________________________________________
 JU0280  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JU0280  DYNAMIC HT  -           0.703 (meters)       2.31  (feet)  COMP
 JU0280  MODELED GRAV-     980,129.3   (mgal)                       NAVD 88
 JU0280
 JU0280  VERT ORDER  -  SECOND    CLASS 0
 JU0280
 JU0280.The horizontal coordinates were scaled from a topographic map and have
 JU0280.an estimated accuracy of +/- 6 seconds.
 JU0280
 JU0280.The orthometric height was determined by differential leveling
 JU0280.and adjusted by the National Geodetic Survey in June 1991..
 JU0280
 JU0280.This Tidal Bench Mark is designated as VM 12413
 JU0280.by the Center for Operational Oceanographic Products and Services.
 JU0280
 JU0280.The geoid height was determined by GEOID03.
 JU0280
 JU0280.The dynamic height is computed by dividing the NAVD 88
 JU0280.geopotential number by the normal gravity value computed on the
 JU0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0280.degrees latitude (g = 980.6199 gals.).
 JU0280
 JU0280.The modeled gravity was interpolated from observed gravity values.
 JU0280
 JU0280;                    North         East    Units  Estimated Accuracy
 JU0280;SPC NJ       -    71,730.      160,090.      MT  (+/- 180 meters Scaled)
 JU0280
 JU0280                          SUPERSEDED SURVEY CONTROL
 JU0280
 JU0280  NGVD 29 (04/16/92)    1.091  (m)            3.58   (f) ADJUSTED    2 0
 JU0280
 JU0280.Superseded values are not recommended for survey control.
 JU0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0280.See file dsdata.txt to determine how the superseded data were derived.
 JU0280
 JU0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ530701(NAD 83)
 JU0280_MARKER: DB = BENCH MARK DISK
 JU0280_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU0280_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JU0280_STAMPING: Z 55 1961
 JU0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0280
 JU0280  HISTORY     - Date     Condition        Report By
 JU0280  HISTORY     - 1961     MONUMENTED       CGS
 JU0280
 JU0280                          STATION DESCRIPTION
 JU0280
 JU0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0280'4.4 MI SE FROM SMITHVILLE.
 JU0280'1.5 MILES EAST ON COUNTY ROAD 561 FROM THE JUNCTION OF U.S.
 JU0280'HIGHWAY 9 AT SMITHVILLE, THENCE 0.45 MILE EAST AND NORTHEAST ON
 JU0280'DIRT ROAD LEADING TO LEEDS POINT BOAT DOCKS, THENCE ABOUT 2.4
 JU0280'MILES SOUTHEAST ACROSS MARSH TO MAIN MARSH THOROFARE, ABOUT 0.4
 JU0280'MILE SOUTHWEST FROM THE POINT OF GREAT BAY, 250 FEET NORTH OF
 JU0280'AND ACROSS SMALL CREEK FROM TIDAL 2, 90 FEET WEST OF THE WEST
 JU0280'BANK OF MAIN MARSH THOROFARE, AND 88 FEET NORTH OF THE NORTH
 JU0280'BANK OF THE CREEK.  BRAZED TO THE TOP OF A 5 FOOT LONG 3 INCH
 JU0280'GALVANIZED IRON PIPE PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0494 ***********************************************************************
 JU0494  DESIGNATION -  Z 56
 JU0494  PID         -  JU0494
 JU0494  STATE/COUNTY-  NJ/ATLANTIC
 JU0494  USGS QUAD   -  OCEAN CITY (1994)
 JU0494
 JU0494                         *CURRENT SURVEY CONTROL
 JU0494  ___________________________________________________________________
 JU0494* NAD 83(1986)-  39 18 50.     (N)    074 37 14.     (W)     SCALED    
 JU0494* NAVD 88     -         3.298  (meters)      10.82   (feet)  ADJUSTED  
 JU0494  ___________________________________________________________________
 JU0494  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 JU0494  DYNAMIC HT  -           3.296 (meters)      10.81  (feet)  COMP
 JU0494  MODELED GRAV-     980,105.2   (mgal)                       NAVD 88
 JU0494
 JU0494  VERT ORDER  -  FIRST     CLASS II
 JU0494
 JU0494.The horizontal coordinates were scaled from a topographic map and have
 JU0494.an estimated accuracy of +/- 6 seconds.
 JU0494
 JU0494.The orthometric height was determined by differential leveling
 JU0494.and adjusted by the National Geodetic Survey in June 1991..
 JU0494
 JU0494.The geoid height was determined by GEOID03.
 JU0494
 JU0494.The dynamic height is computed by dividing the NAVD 88
 JU0494.geopotential number by the normal gravity value computed on the
 JU0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0494.degrees latitude (g = 980.6199 gals.).
 JU0494
 JU0494.The modeled gravity was interpolated from observed gravity values.
 JU0494
 JU0494;                    North         East    Units  Estimated Accuracy
 JU0494;SPC NJ       -    53,350.      139,600.      MT  (+/- 180 meters Scaled)
 JU0494
 JU0494                          SUPERSEDED SURVEY CONTROL
 JU0494
 JU0494  NGVD 29 (01/10/92)    3.694  (m)           12.12   (f) ADJUSTED    1 2
 JU0494
 JU0494.Superseded values are not recommended for survey control.
 JU0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0494.See file dsdata.txt to determine how the superseded data were derived.
 JU0494
 JU0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ327516(NAD 83)
 JU0494_MARKER: DB = BENCH MARK DISK
 JU0494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0494_SP_SET: OVERPASS
 JU0494_STAMPING: Z 56 1961
 JU0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0494+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2006
 JU0494
 JU0494  HISTORY     - Date     Condition        Report By
 JU0494  HISTORY     - 1961     MONUMENTED       CGS
 JU0494  HISTORY     - 1979     GOOD             NGS
 JU0494  HISTORY     - 20060127 GOOD             GEOCAC
 JU0494
 JU0494                          STATION DESCRIPTION
 JU0494
 JU0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0494'1.1 MI NW FROM SOMERS POINT.
 JU0494'1.1 MILE NORTHWEST ON COUNTY ROAD 559 FROM THE JUNCTION WITH
 JU0494'STATE HIGHWAY 52 IN SOMERS POINT.  IN THE GARDEN STATE PARKWAY
 JU0494'AT THE BOTTOM OF THE NORTH BOUND TRAFFIC OVERPASS, 26 FEEET
 JU0494'WEST OF THE CENTER LINE OF COUNTY ROAD 559 AND 3 FEET SOUTH OF
 JU0494'THE NORTH END OF THE OVERPASS.  SET IN A VERTICAL DRILL HOLE ABOUT
 JU0494'2.5 FEET ABOVE THE SIDEWALK.
 JU0494
 JU0494                          STATION RECOVERY (1979)
 JU0494
 JU0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0494'CHANGE-MARK IS 26 FEET SOUTH OF THE CENTERLINE OF COUNTRY ROAD 559,
 JU0494'NOT WEST, ALSO IT IS 3 FEET EAST OF THE WEST END OF THE OVERPASS,
 JU0494'NOT SOUTH OF THE NORTH END.
 JU0494
 JU0494                          STATION RECOVERY (2006)
 JU0494
 JU0494'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JU0494'HANDHELD COORDINATES ARE N39-18-51.54 W074-37-14.04.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0408 ***********************************************************************
 JU0408  DESIGNATION -  Z 57
 JU0408  PID         -  JU0408
 JU0408  STATE/COUNTY-  NJ/CAPE MAY
 JU0408  USGS QUAD   -  SEA ISLE CITY (1977)
 JU0408
 JU0408                         *CURRENT SURVEY CONTROL
 JU0408  ___________________________________________________________________
 JU0408* NAD 83(1986)-  39 09 48.     (N)    074 42 45.     (W)     SCALED    
 JU0408* NAVD 88     -         1.235  (meters)       4.05   (feet)  POSTED    
 JU0408  ___________________________________________________________________
 JU0408  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 JU0408  DYNAMIC HT  -           1.230 (meters)       4.04  (feet)  COMP
 JU0408  MODELED GRAV-     980,077.1   (mgal)                       NAVD 88
 JU0408
 JU0408  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JU0408
 JU0408.The horizontal coordinates were scaled from a topographic map and have
 JU0408.an estimated accuracy of +/- 6 seconds.
 JU0408
 JU0408.The orthometric height was determined by differential leveling
 JU0408.and adjusted by the National Geodetic Survey in 1992..
 JU0408.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JU0408.rate of 4.1 thru 8.0 mm/km.
 JU0408
 JU0408.The geoid height was determined by GEOID03.
 JU0408
 JU0408.The dynamic height is computed by dividing the NAVD 88
 JU0408.geopotential number by the normal gravity value computed on the
 JU0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0408.degrees latitude (g = 980.6199 gals.).
 JU0408
 JU0408.The modeled gravity was interpolated from observed gravity values.
 JU0408
 JU0408;                    North         East    Units  Estimated Accuracy
 JU0408;SPC NJ       -    36,650.      131,640.      MT  (+/- 180 meters Scaled)
 JU0408
 JU0408                          SUPERSEDED SURVEY CONTROL
 JU0408
 JU0408  NGVD 29 (04/16/92)    1.600  (m)            5.25   (f) ADJUSTED    1 2
 JU0408
 JU0408.Superseded values are not recommended for survey control.
 JU0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0408.See file dsdata.txt to determine how the superseded data were derived.
 JU0408
 JU0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ248349(NAD 83)
 JU0408_MARKER: DB = BENCH MARK DISK
 JU0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0408_STAMPING: Z 57 1971
 JU0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0408+STABILITY: SURFACE MOTION
 JU0408
 JU0408  HISTORY     - Date     Condition        Report By
 JU0408  HISTORY     - 1961     MONUMENTED       CGS
 JU0408  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0408
 JU0408                          STATION DESCRIPTION
 JU0408
 JU0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0408'1.2 MI NW FROM SEA ISLE CITY.
 JU0408'1.2 MILE NORTHWEST ON SEA ISLE BOULEVARD FROM JUNCTION WITH
 JU0408'OCEAN DRIVE IN SEA ISLE CITY, 0.8 MILE NORTHWEST OF THE NORTHWEST
 JU0408'END OF THE BRIDGE OVER LUDLAM THOROFARE AND ON THE OUTSIDE OF
 JU0408'A CURVE, 28.5 FEET NORTHEAST OF THE CENTER LINE OF SEA ISLE
 JU0408'BOULEVARD AND 3.4 FEET NORTHEAST OF POWER POLE NO. 04361.  SET
 JU0408'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JU0408
 JU0408                          STATION RECOVERY (1979)
 JU0408
 JU0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0408'NOT RECOVERED DUE TO STRAIGHTENING OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0995 ***********************************************************************
 JU0995  SACS        -  This is a Secondary Airport Control Station.
 JU0995  DESIGNATION -  Z 58
 JU0995  PID         -  JU0995
 JU0995  STATE/COUNTY-  NJ/CUMBERLAND
 JU0995  USGS QUAD   -  DIVIDING CREEK (1986)
 JU0995
 JU0995                         *CURRENT SURVEY CONTROL
 JU0995  ___________________________________________________________________
 JU0995* NAD 83(1992)-  39 22 02.26806(N)    075 04 11.29561(W)     ADJUSTED  
 JU0995* NAVD 88     -        21.765  (meters)      71.41   (feet)  ADJUSTED  
 JU0995  ___________________________________________________________________
 JU0995  X           -   1,272,121.741 (meters)                     COMP
 JU0995  Y           -  -4,770,865.072 (meters)                     COMP
 JU0995  Z           -   4,023,916.435 (meters)                     COMP
 JU0995  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 JU0995  ELLIP HEIGHT-         -12.18  (meters)          (09/23/02) GPS OBS
 JU0995  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JU0995  DYNAMIC HT  -          21.753 (meters)      71.37  (feet)  COMP
 JU0995  MODELED GRAV-     980,120.1   (mgal)                       NAVD 88
 JU0995
 JU0995  HORZ ORDER  -  FIRST
 JU0995  VERT ORDER  -  SECOND    CLASS 0
 JU0995  ELLP ORDER  -  FOURTH    CLASS II
 JU0995
 JU0995.This mark is at Millville Airport (MIV)
 JU0995
 JU0995.The horizontal coordinates were established by GPS observations
 JU0995.and adjusted by the National Geodetic Survey in April 1998..
 JU0995
 JU0995.The orthometric height was determined by differential leveling
 JU0995.and adjusted by the National Geodetic Survey in June 1991..
 JU0995
 JU0995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0995
 JU0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0995
 JU0995.The ellipsoidal height was determined by GPS observations
 JU0995.and is referenced to NAD 83.
 JU0995
 JU0995.The geoid height was determined by GEOID03.
 JU0995
 JU0995.The dynamic height is computed by dividing the NAVD 88
 JU0995.geopotential number by the normal gravity value computed on the
 JU0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0995.degrees latitude (g = 980.6199 gals.).
 JU0995
 JU0995.The modeled gravity was interpolated from observed gravity values.
 JU0995
 JU0995;                    North         East     Units Scale Factor Converg.
 JU0995;SPC NJ       -    59,428.155   100,900.863   MT  0.99992967   -0 21 41.1
 JU0995;SPC NJ       -   194,973.87    331,038.91   sFT  0.99992967   -0 21 41.1
 JU0995;UTM  18      - 4,357,539.502   493,986.895   MT  0.99960045   -0 02 39.4
 JU0995
 JU0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0995!SPC NJ       -   1.00000191  x   0.99992967  =   0.99993158
 JU0995!UTM  18      -   1.00000191  x   0.99960045  =   0.99960236
 JU0995
 JU0995|---------------------------------------------------------------------|
 JU0995| PID    Reference Object                     Distance      Geod. Az  |
 JU0995|                                                           dddmmss.s |
 JU0995| JU4348 MILLVILLE CBL 430                   339.845 METERS 21930     |
 JU0995|---------------------------------------------------------------------|
 JU0995
 JU0995                          SUPERSEDED SURVEY CONTROL
 JU0995
 JU0995  ELLIP H (04/02/98)  -12.20   (m)                       GP(       ) 4 2
 JU0995  NAD 83(1993)-  39 22 02.26828(N)    075 04 11.29563(W) AD(       ) 1
 JU0995  ELLIP H (11/30/95)  -12.17   (m)                       GP(       ) 4 2
 JU0995  ELLIP H (08/04/95)  -12.23   (m)                       GP(       ) 3 1
 JU0995  NAD 83(1992)-  39 22 02.26740(N)    075 04 11.29505(W) AD(       ) 1
 JU0995  NAVD 88 (04/02/98)   21.76   (m)           71.4    (f) LEVELING    3  
 JU0995  NAVD 88 (08/31/93)   21.76   (m)           71.4    (f) LEVELING    3  
 JU0995  NGVD 29 (04/16/92)   22.095  (m)           72.49   (f) ADJUSTED    2 0
 JU0995
 JU0995.Superseded values are not recommended for survey control.
 JU0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0995.See file dsdata.txt to determine how the superseded data were derived.
 JU0995
 JU0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ9398757540(NAD 83)
 JU0995_MARKER: DB = BENCH MARK DISK
 JU0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0995_SP_SET: CONCRETE POST
 JU0995_STAMPING: Z 58 1961
 JU0995_MARK LOGO: CGS   
 JU0995_PROJECTION: FLUSH
 JU0995_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0995+STABILITY: SURFACE MOTION
 JU0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0995+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 JU0995
 JU0995  HISTORY     - Date     Condition        Report By
 JU0995  HISTORY     - 1961     MONUMENTED       CGS
 JU0995  HISTORY     - 1981     GOOD             USGS
 JU0995  HISTORY     - 19910615 GOOD             CGS
 JU0995  HISTORY     - 19921209 GOOD             NJGS
 JU0995  HISTORY     - 19940824 GOOD             NGS
 JU0995  HISTORY     - 19940831 GOOD             NJGS
 JU0995  HISTORY     - 19970121 GOOD             NGS
 JU0995  HISTORY     - 20051114 GOOD             INDIV
 JU0995
 JU0995                          STATION DESCRIPTION
 JU0995
 JU0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0995'3.2 MI SW FROM MILLVILLE.
 JU0995'1.95 MILES SOUTHWEST ON THE MILLVILLE TO NEWPORT ROAD FROM THE
 JU0995'JUNCTION OF MAIN AVENUE AND CEDAR STREET IN MILLVILLE TO THE
 JU0995'MILLVILLE AIRPORT ENTRANCE THENCE 0.35 MILE SOUTH TO THE AIRPORT
 JU0995'OFFICE, 0.85 MILE SOUTH OF THE AIRPORT BEACON LIGHT TOWER AND AT
 JU0995'THE EAST CORNER OF RUNWAY NO. 1028 (NORTHEAST AND SOUTHWEST),
 JU0995'AND RUNWAY NO. 523 (SOUTHEAST AND NORTHWEST).  SET IN THE TOP OF
 JU0995'A CONCRETE POST LEVEL WITH THE GROUND.
 JU0995
 JU0995                          STATION RECOVERY (1981)
 JU0995
 JU0995'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 JU0995'RECOVERED IN GOOD CONDITION.
 JU0995
 JU0995                          STATION RECOVERY (1991)
 JU0995
 JU0995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1991
 JU0995'THE STATION IS LOCATED AT THE INTERSECTION OF THE CLOSED RUNWAY 5/23
 JU0995'WITH RUNWAYS 10/28 AND 14/32 IN THE SOUTHWEST APEX OF THE GRASS
 JU0995'TRIANGLE FORMED BY THE CLOSED RUNWAY, RUNWAY 10/28, AND TAXIWAY B, 190
 JU0995'FT (57.9 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A 3 1/2 FT BY 13 FOOT
 JU0995'(4.0 M) CONCRETE DRAIN, 48.0 FT (14.6 M) SOUTH OF THE NORTHEASTERLY
 JU0995'CORNER OF THE CONCRETE SURFACE OF THE CLOSED RUNWAY, 32.7 FT (10.0 M)
 JU0995'NORTHEAST OF THE CENTER OF THE FIRST FLUSH MOUNTED RUNWAY LIGHT FOR
 JU0995'RUNWAY 10/28 IN THE NORTHEAST FILLET OF THE INTERSECTION, 19.7 FT (6.0
 JU0995'M) NORTH OF THE PROLONGATION OF THE NORTH EDGE OF RUNWAY 10/28, 11.8
 JU0995'FT (3.6 M) SOUTHEAST OF THE PROLONGATION OF THE SOUTHEAST EDGE OF THE
 JU0995'CLOSED RUNWAY, AND ADJACENT TO THE EAST EDGE OF THE FILLET.  THE
 JU0995'STATION IS MARKED WITH A STANDARD CGS BENCH MARK DISK, STAMPED Z 58
 JU0995'1961, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH
 JU0995'THE GROUND.
 JU0995
 JU0995                          STATION RECOVERY (1992)
 JU0995
 JU0995'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1992
 JU0995'THE STATION IS LOCATED IN THE CITY OF MILLVILLE WITHIN THE BOUNDARY OF
 JU0995'THE MILLVILLE MUNICIPAL AIRPORT.  PERMISSION TO OCCUPY THE STATION
 JU0995'SHOULD BE OBTAINED FROM MR. LEWIS B. FINCH, JR., AIRPORT
 JU0995'ADMINISTRATOR, P.O. BOX 65, MILLVILLE, NEW JERSEY 08332, PHONE  609
 JU0995'825 1244.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 JU0995'HIGHWAY 49 AND THE EXIT RAMP LEADING FROM STATE HIGHWAY 55 AT
 JU0995'INTERCHANGE 24, GO WEST ON STATE HIGHWAY 49 FOR 1.35 MI (2.17 KM) TO
 JU0995'THE JUNCTION WITH STATE HIGHWAY 47.  CONTINUE WEST ON STATE HIGHWAY
 JU0995'49 FOR 0.25 MI (0.40 KM) TO THE JUNCTION WITH CEDAR STREET, COUNTY
 JU0995'ROAD 555, ON THE LEFT.  TURN LEFT AND GO SOUTHWEST ON CEDAR STREET
 JU0995'FOR 0.2 MI (0.3 KM) TO THE JUNCTION WITH CEDARVILLE ROAD, COUNTY ROAD
 JU0995'610.  CONTINUE AHEAD ON CEDARVILLE ROAD FOR 1.9 MI (3.1 KM) TO THE
 JU0995'TEE JUNCTION WITH BOGDEN BOULEVARD ON THE LEFT AND THE ENTRANCE TO
 JU0995'THE MILLVILLE MUNICIPAL AIRPORT.  TURN LEFT AND GO SOUTHEAST ON
 JU0995'BOGDEN BOULEVARD FOR 0.4 MI (0.6 KM) TO THE TEE JUNCTION WITH LEEDON
 JU0995'STREET ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON LEDDON STREET FOR
 JU0995'0.15 TO A CROSSROADS TO THE CROSSROADS INTERSECTION WITH REEVES
 JU0995'STREET.  TURN RIGHT AND GO WEST ON REEVES STREET TO A TEE JUNCTION
 JU0995'WITH LEDDON STREET AHEAD.  TO REACH THE ADMINISTRATION OFFICE, TURN
 JU0995'RIGHT AND GO NORTHWEST ON LEDDON STREET FOR 0.1 MI (0.2 KM) TO A ONE
 JU0995'STORY BLOCK BUILDING ON THE RIGHT. CROSS LEDDON STREET TO A GATE
 JU0995'LEADING TO AN AIRPLANE APRON AND TAXIWAY B.  PASS THROUGH THE GATE,
 JU0995'BEAR TO THE LEFT CROSSING THE APRON AND GO SOUTHEAST ON TAXIWAY B FOR
 JU0995'0.3 MI (0.5 KM) TO THE JUNCTION WITH AN ABANDONED RUNWAY 5 23.  TURN
 JU0995'RIGHT AND GO 0.05 MI (0.08 KM) SOUTHWEST ON RUNWAY 5 23 TO THE
 JU0995'STATION ON THE LEFT, SET FLUSH WITH THE GROUND AT THE SOUTHEAST EDGE
 JU0995'OF RUNWAY 10 28, RECENTLY PAVED WITH ASPHALT.  THE STATION IS 6.0 M
 JU0995'(19.7 FT) NORTH FROM THE NORTH EDGE OF ASPHALT PAVING EXTENDED OF
 JU0995'RUNWAY 10 28, 3.9 M (12.8 FT) EAST FROM THE SOUTHERLY OF FOUR BLUE
 JU0995'RUNWAY MARKER LIGHTS, 5.0 M (16.4 FT) SOUTH FROM A CONCRETE UTILITY
 JU0995'MANHOLE AT THE EAST EDGE OF RUNWAY 5 23, 26.5 M (86.9 FT) EAST
 JU0995'SOUTHEAST FROM THE CENTERLINE OF ABANDONED RUNWAY 5 23, 40.7 M
 JU0995'(133.5 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF RUNWAY MARKER F  28
 JU0995'10  32 14 AND 57.9 M (190.0 FT) SOUTHWEST FROM THE SOUTHWEST CORNER
 JU0995'OF A 3.5 FT (1.1 M) BY 13 FT (4.0 M) CONCRETE DRAIN.
 JU0995
 JU0995                          STATION RECOVERY (1994)
 JU0995
 JU0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 JU0995'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTH SOUTHWEST OF
 JU0995'VINELAND, 10.0 MI (16.1 KM) SOUTHEAST OF BRIDGETON, 3.0 MI (4.8 KM)
 JU0995'SOUTHWEST OF MILLVILLE AND AT THE MILLVILLE MUNICIPAL AIRPORT AND AT
 JU0995'THE INTERSECTION OF THE CLOSED RUNWAY 05/23 (NOW TAXIWAY F) WITH
 JU0995'RUNWAYS 10/28 AND 14/32, IN THE SOUTHWEST APEX OF THE GRASS TRIANGLE
 JU0995'FORMED BY THE RUNWAY 10/28, TAXIWAY B AND TAXIWAY F. OWNERSHIP---CITY
 JU0995'OF MILLVILLE, AIRPORT MANAGER, LEWIS B.  FINCH, 502 WEST MAIN STREET,
 JU0995'MILLVILLE, N.J.  08332.  PHONE (609) 825-1244. ADMINISTRATION BUILDING
 JU0995'AT AIRPORT CAN ALSO GRANT CLEARANCE.
 JU0995' 
 JU0995'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 49 AND 47
 JU0995'IN MILLVILLE, GO WEST ON STATE HIGHWAY 49 FOR 0.25 MI (0.40 KM) TO THE
 JU0995'JUCTION OF PAVED ROAD LEFT, TURN LEFT AND GO SOUTHWEST ON COUNTY ROAD
 JU0995'555 (CEDAR) FOR 0.2 MI (0.3 KM) TO ROAD FORK, BEAR RIGHT AND GO
 JU0995'SOUTHWEST ON COUNTY ROAD 610 FOR 1.95 MI (3.14 KM) TO A PAVED ROAD
 JU0995'LEFT, TURN LEFT AND GO SOUTHEAST ON BOGDEN BOULEVARD FOR 0.35 MI (0.56
 JU0995'KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO SOUTH SOUTHWEST ON
 JU0995'PETERSON FOR 0.3 MI (0.5 KM) TO A T-JUCTION, TURN RIGHT AND GO
 JU0995'NORTHEAST ON LEDON FOR 0.1 MI (0.2 KM) TO THE ADMINISTRATION BUILDING
 JU0995'ON THE RIGHT AND A GATE AHEAD, PASS THROUGH GATE, TURN LEFT AND GO
 JU0995'WEST ACROSS A PARKING RAMP FOR 0.05 MI (0.08 KM) TO A TAXIWAY, TURN
 JU0995'LEFT AND GO SOUTH ON THE TAXIWAY FOR 0.05 MI (0.08 KM) TO THE
 JU0995'INTERSECTION OF THE PARALLEL TAXIWAY FOR RUNWAY 14/32, BEAR LEFT AND
 JU0995'GO SOUTHEAST ON THE PARALLEL TAXIWAY (B) FOR 0.4 MI (0.6 KM) TO THE
 JU0995'INTERSECTION OF A TAXIWAY (OLD RUNWAY 05/23) , TURN RIGHT AND GO
 JU0995'SOUTHWEST ON TAXIWAY (F) FOR 0.05 MI (0.08 KM) TO THE STATION ON THE
 JU0995'LEFT (JUST BEFORE CROSSING THE RUNWAYS) .
 JU0995' 
 JU0995'THE STATION IS 193.1 FT (58.9 M) SOUTHEAST OF THE CENTERLINE OF THE
 JU0995'TAXIWAY, 88.3 FT (26.9 M) SOUTHWEST OF RM 1, 64.1 FT (19.5 M)
 JU0995'NORTHWEST OF RM 2, 1.5 FT (0.5 M) SOUTH OF A METAL WITNESS POST AND
 JU0995'PROJECTING 0.5 FT (15.2 CM) ABOVE GROUND LEVEL.
 JU0995' 
 JU0995'DESCRIBED BY CFS.
 JU0995
 JU0995                          STATION RECOVERY (1994)
 JU0995
 JU0995'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (ECB)
 JU0995'THE STATION IS LOCATED IN THE CITY OF MILLVILLE WITHIN THE BOUNDARY OF
 JU0995'THE MILLVILLE MUNICIPAL AIRPORT.  PERMISSION TO OCCUPY THE STATION
 JU0995'SHOULD BE OBTAINED FROM MR. LEWIS B. FINCH, JR., AIRPORT
 JU0995'ADMINISTRATOR, P.O. BOX 65, MILLVILLE, NEW JERSEY 08332, PHONE  609
 JU0995'825 1244.  TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 JU0995'49 AND THE EXIT RAMP LEADING FROM STATE HIGHWAY 55 AT INTERCHANGE 24,
 JU0995'GO WEST ON STATE HIGHWAY 49 FOR 1.35 MI (2.17 KM) TO THE JUNCTION WITH
 JU0995'STATE HIGHWAY 47.  CONTINUE WEST ON STATE HIGHWAY 49 FOR 0.25 MI (0.40
 JU0995'KM) TO THE JUNCTION WITH CEDAR STREET, COUNTY ROAD 555, ON THE LEFT.
 JU0995'TURN LEFT AND GO SOUTHWEST ON CEDAR STREET FOR 0.2 MI (0.3 KM) TO THE
 JU0995'JUNCTION WITH CEDARVILLE ROAD, COUNTY ROAD 610.  CONTINUE AHEAD ON
 JU0995'CEDARVILLE ROAD FOR 1.9 MI (3.1 KM) TO THE TEE JUNCTION WITH BOGDEN
 JU0995'BOULEVARD ON THE LEFT AND THE ENTRANCE TO THE MILLVILLE MUNICIPAL
 JU0995'AIRPORT.  TURN LEFT AND GO SOUTHEAST ON BOGDEN BOULEVARD FOR 0.4 MI
 JU0995'(0.6 KM) TO THE TEE JUNCTION WITH LEEDON STREET ON THE RIGHT.  TURN
 JU0995'RIGHT AND GO SOUTH ON LEDDON STREET FOR 0.15 TO A CROSSROADS TO THE
 JU0995'CROSSROADS INTERSECTION WITH REEVES STREET.  TURN RIGHT AND GO WEST ON
 JU0995'REEVES STREET TO A TEE JUNCTION WITH LEDDON STREET AHEAD.  TO REACH
 JU0995'THE ADMINISTRATION OFFICE, TURN RIGHT AND GO NORTHWEST ON LEDDON
 JU0995'STREET FOR 0.1 MI (0.2 KM) TO A ONE STORY BLOCK BUILDING ON THE RIGHT.
 JU0995'CROSS LEDDON STREET TO A GATE LEADING TO AN AIRPLANE APRON AND TAXIWAY
 JU0995'B.  PASS THROUGH THE GATE, BEAR TO THE LEFT CROSSING THE APRON AND GO
 JU0995'SOUTHEAST ON TAXIWAY B FOR 0.3 MI (0.5 KM) TO THE JUNCTION WITH AN
 JU0995'ABANDONED RUNWAY 5 23.  TURN RIGHT AND GO 0.05 MI (0.08 KM) SOUTHWEST
 JU0995'ON RUNWAY 5 23 TO THE STATION ON THE LEFT, SET FLUSH WITH THE GROUND
 JU0995'AT THE SOUTHEAST EDGE OF RUNWAY 10 28, RECENTLY PAVED WITH ASPHALT.
 JU0995'THE STATION IS 6.0 M (19.7 FT) NORTH FROM THE NORTH EDGE OF ASPHALT
 JU0995'PAVING EXTENDED OF RUNWAY 10 28, 3.9 M (12.8 FT) EAST FROM THE
 JU0995'SOUTHERLY OF FOUR BLUE RUNWAY MARKER LIGHTS, 5.0 M (16.4 FT) SOUTH
 JU0995'FROM A CONCRETE UTILITY MANHOLE AT THE EAST EDGE OF RUNWAY 5 23, 26.5
 JU0995'M (86.9 FT) EAST SOUTHEAST FROM THE CENTERLINE OF ABANDONED RUNWAY 5
 JU0995'23, 40.7 M (133.5 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF RUNWAY
 JU0995'MARKER F  28 10  32 14 AND 57.9 M (190.0 FT) SOUTHWEST FROM THE
 JU0995'SOUTHWEST CORNER OF A 3.5 FT (1.1 M) BY 13 FT (4.0 M) CONCRETE DRAIN.
 JU0995
 JU0995                          STATION RECOVERY (1997)
 JU0995
 JU0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 JU0995'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  THIS STATION HAS
 JU0995'BEEN SELECTED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 JU0995
 JU0995                          STATION RECOVERY (2005)
 JU0995
 JU0995'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JFP)
 JU0995'THE DISC LOOKS LIKE IT WAS HIT BY PLOW. IT IS CLOSE TO TAXI AND RUNWAY
 JU0995' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0543 ***********************************************************************
 JU0543  DESIGNATION -  Z 62
 JU0543  PID         -  JU0543
 JU0543  STATE/COUNTY-  NJ/CAMDEN
 JU0543  USGS QUAD   -  CLEMENTON (1981)
 JU0543
 JU0543                         *CURRENT SURVEY CONTROL
 JU0543  ___________________________________________________________________
 JU0543* NAD 83(1986)-  39 47 17.     (N)    074 57 59.     (W)     SCALED    
 JU0543* NAVD 88     -        31.009  (meters)     101.74   (feet)  ADJUSTED  
 JU0543  ___________________________________________________________________
 JU0543  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU0543  DYNAMIC HT  -          30.994 (meters)     101.69  (feet)  COMP
 JU0543  MODELED GRAV-     980,156.0   (mgal)                       NAVD 88
 JU0543
 JU0543  VERT ORDER  -  FIRST     CLASS I
 JU0543
 JU0543.The horizontal coordinates were scaled from a topographic map and have
 JU0543.an estimated accuracy of +/- 6 seconds.
 JU0543
 JU0543.The orthometric height was determined by differential leveling
 JU0543.and adjusted by the National Geodetic Survey in June 1991..
 JU0543
 JU0543.The geoid height was determined by GEOID03.
 JU0543
 JU0543.The dynamic height is computed by dividing the NAVD 88
 JU0543.geopotential number by the normal gravity value computed on the
 JU0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0543.degrees latitude (g = 980.6199 gals.).
 JU0543
 JU0543.The modeled gravity was interpolated from observed gravity values.
 JU0543
 JU0543;                    North         East    Units  Estimated Accuracy
 JU0543;SPC NJ       -   106,090.      110,050.      MT  (+/- 180 meters Scaled)
 JU0543
 JU0543                          SUPERSEDED SURVEY CONTROL
 JU0543
 JU0543  NGVD 29 (??/??/??)   31.365  (m)          102.90   (f) ADJUSTED    1 1
 JU0543
 JU0543.Superseded values are not recommended for survey control.
 JU0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0543.See file dsdata.txt to determine how the superseded data were derived.
 JU0543
 JU0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK028042(NAD 83)
 JU0543_MARKER: DB = BENCH MARK DISK
 JU0543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0543_SP_SET: SIGNAL BLOCK
 JU0543_STAMPING: Z 62 1963
 JU0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0543
 JU0543  HISTORY     - Date     Condition        Report By
 JU0543  HISTORY     - 1963     MONUMENTED       CGS
 JU0543  HISTORY     - 1964     GOOD             CGS
 JU0543  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 JU0543  HISTORY     - 20020615 MARK NOT FOUND   INDIV
 JU0543
 JU0543                          STATION DESCRIPTION
 JU0543
 JU0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0543'1.8 MI SE FROM CLEMENTON.
 JU0543'1.8 MILES SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0543'FROM THE STATION AT CLEMENTON, ABOUT 0.15 MILE NORTHWEST OF
 JU0543'MILEPOST 15, AT SIGNAL TOWERS R 151 AND R 152, SET ON TOP OF THE
 JU0543'NORTH CORNER OF A ABANDONED 2 1/2-FOOT BY 2 1/2-FOOT CONCRETE
 JU0543'SIGNAL BLOCK, 32 FEET SOUTHWEST OF TOWER R 152, 25 FEET SOUTH OF
 JU0543'TOWER R 151, 19.5 FEET SOUTHWEST OF SOUTHWEST RAIL, 10 FEET
 JU0543'NORTHEAST OF THE NORTHWEST POST AT A GATE OPENING IN THE FENCE
 JU0543'SURROUNDING THE PINE VALLEY GOLF COURSE, AND ABOUT LEVEL WITH
 JU0543'TRACK.
 JU0543
 JU0543                          STATION RECOVERY (1983)
 JU0543
 JU0543'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU0543'MARK NOT FOUND.
 JU0543
 JU0543                          STATION RECOVERY (2002)
 JU0543
 JU0543'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJT)
 JU0543'THERE IS NO EVIDENCE OF THE STATION, THE SIGNAL BLOCK, AND TOWER R 151
 JU0543'AND R 152. THE GATE OPENING SURROUNDING THE PINE VALLEY GOLF COURSE IS
 JU0543'THERE, LOCKED AND UNUSED FOR YEARS, AND NOTHING IS WITHIN 50 FEET OF
 JU0543'IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0580 ***********************************************************************
 JU0580  DESIGNATION -  Z 63
 JU0580  PID         -  JU0580
 JU0580  STATE/COUNTY-  NJ/ATLANTIC
 JU0580  USGS QUAD   -  EGG HARBOR CITY (1977)
 JU0580
 JU0580                         *CURRENT SURVEY CONTROL
 JU0580  ___________________________________________________________________
 JU0580* NAD 83(1986)-  39 30 51.     (N)    074 37 51.     (W)     SCALED    
 JU0580* NAVD 88     -        19.130  (meters)      62.76   (feet)  ADJUSTED  
 JU0580  ___________________________________________________________________
 JU0580  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JU0580  DYNAMIC HT  -          19.120 (meters)      62.73  (feet)  COMP
 JU0580  MODELED GRAV-     980,130.9   (mgal)                       NAVD 88
 JU0580
 JU0580  VERT ORDER  -  FIRST     CLASS I
 JU0580
 JU0580.The horizontal coordinates were scaled from a topographic map and have
 JU0580.an estimated accuracy of +/- 6 seconds.
 JU0580
 JU0580.The orthometric height was determined by differential leveling
 JU0580.and adjusted by the National Geodetic Survey in June 1991..
 JU0580
 JU0580.The geoid height was determined by GEOID03.
 JU0580
 JU0580.The dynamic height is computed by dividing the NAVD 88
 JU0580.geopotential number by the normal gravity value computed on the
 JU0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0580.degrees latitude (g = 980.6199 gals.).
 JU0580
 JU0580.The modeled gravity was interpolated from observed gravity values.
 JU0580
 JU0580;                    North         East    Units  Estimated Accuracy
 JU0580;SPC NJ       -    75,590.      138,750.      MT  (+/- 180 meters Scaled)
 JU0580
 JU0580                          SUPERSEDED SURVEY CONTROL
 JU0580
 JU0580  NGVD 29 (??/??/??)   19.506  (m)           64.00   (f) ADJUSTED    1 1
 JU0580
 JU0580.Superseded values are not recommended for survey control.
 JU0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0580.See file dsdata.txt to determine how the superseded data were derived.
 JU0580
 JU0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ317739(NAD 83)
 JU0580_MARKER: DB = BENCH MARK DISK
 JU0580_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0580_SP_SET: FOUNDATION
 JU0580_STAMPING: Z 63 1963
 JU0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0580
 JU0580  HISTORY     - Date     Condition        Report By
 JU0580  HISTORY     - 1963     MONUMENTED       CGS
 JU0580  HISTORY     - 1964     GOOD             CGS
 JU0580
 JU0580                          STATION DESCRIPTION
 JU0580
 JU0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0580'1.2 MI SE FROM EGG HARBOR CITY.
 JU0580'1.25 MILES SOUTHEAST ALONG THE PENNSYLVANIA-READING SEASHORE
 JU0580'LINES FROM THE STATION AT EGG HARBOR CITY, AT THE OVERPASS OF
 JU0580'BERLINE AVENUE OVER TRACK, 0.25 MILE NORTHWEST OF MILEPOST 43,
 JU0580'SET ON TOP OF THE NORTHWEST END OF THE NORTHEAST STONE MASONRY
 JU0580'FOUNDATION FOR OVERPASS SUPPORTS, 1 FOOT NORTHEAST OF SOUTHWEST
 JU0580'EDGE OF FOUNDATION, 11.4 FEET NORTHEAST OF NORTHEAST RAIL, AND
 JU0580'ABOUT 5 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0553 ***********************************************************************
 JU0553  DESIGNATION -  Z 64
 JU0553  PID         -  JU0553
 JU0553  STATE/COUNTY-  NJ/CAMDEN
 JU0553  USGS QUAD   -  WILLIAMSTOWN (1981)
 JU0553
 JU0553                         *CURRENT SURVEY CONTROL
 JU0553  ___________________________________________________________________
 JU0553* NAD 83(1986)-  39 41 43.     (N)    074 53 10.     (W)     SCALED    
 JU0553* NAVD 88     -        40.392  (meters)     132.52   (feet)  ADJUSTED  
 JU0553  ___________________________________________________________________
 JU0553  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 JU0553  DYNAMIC HT  -          40.372 (meters)     132.45  (feet)  COMP
 JU0553  MODELED GRAV-     980,132.5   (mgal)                       NAVD 88
 JU0553
 JU0553  VERT ORDER  -  FIRST     CLASS I
 JU0553
 JU0553.The horizontal coordinates were scaled from a topographic map and have
 JU0553.an estimated accuracy of +/- 6 seconds.
 JU0553
 JU0553.The orthometric height was determined by differential leveling
 JU0553.and adjusted by the National Geodetic Survey in June 1991..
 JU0553
 JU0553.The geoid height was determined by GEOID03.
 JU0553
 JU0553.The dynamic height is computed by dividing the NAVD 88
 JU0553.geopotential number by the normal gravity value computed on the
 JU0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0553.degrees latitude (g = 980.6199 gals.).
 JU0553
 JU0553.The modeled gravity was interpolated from observed gravity values.
 JU0553
 JU0553;                    North         East    Units  Estimated Accuracy
 JU0553;SPC NJ       -    95,760.      116,890.      MT  (+/- 180 meters Scaled)
 JU0553
 JU0553                          SUPERSEDED SURVEY CONTROL
 JU0553
 JU0553  NGVD 29 (??/??/??)   40.757  (m)          133.72   (f) ADJUSTED    1 1
 JU0553
 JU0553.Superseded values are not recommended for survey control.
 JU0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0553.See file dsdata.txt to determine how the superseded data were derived.
 JU0553
 JU0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ097939(NAD 83)
 JU0553_MARKER: DB = BENCH MARK DISK
 JU0553_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JU0553+WITH SETTING: INTO GROUND
 JU0553_SP_SET: 80 FEET
 JU0553_STAMPING: Z 64 1963
 JU0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0553+STABILITY: SURFACE MOTION
 JU0553
 JU0553  HISTORY     - Date     Condition        Report By
 JU0553  HISTORY     - 1963     MONUMENTED       CGS
 JU0553  HISTORY     - 1964     GOOD             CGS
 JU0553  HISTORY     - 1983     GOOD             LOCSUR
 JU0553
 JU0553                          STATION DESCRIPTION
 JU0553
 JU0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0553'3.2 MI NW FROM WINSLOW JUNCTION.
 JU0553'3.15 MILES NORTHWEST ALONG THE PENNSYLVANIA-READING SEASHORE LINES
 JU0553'FROM THE STATION AT WINSLOW JUNCTION, ABOUT 4.25 MILES SOUTHEAST
 JU0553'ALONG THE PENNSYLVANIA-READING SEASHORE LINES FROM THE STATION
 JU0553'AT WILLIAMSTOWN JUNCTION, ABOUT 0.4 MILE SOUTHEAST OF THE
 JU0553'COMMUNITY OF BRADDOCK, AT A DIRT ROAD CROSSING, 37 FEET EAST OF
 JU0553'CENTER OF THE CROSSING, 15.5 FEET NORTHEAST OF NORTHEAST RAIL,
 JU0553'3 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 1.5 FEET SOUTHEAST OF
 JU0553'A STEEL WITNESS POST, 1 FOOT BELOW LEVEL OF TRACK, AND IS A DISK
 JU0553'ON TOP OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES ABOVE
 JU0553'GROUND AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS 4 INCHES.
 JU0553'THE ROD WAS DRIVEN TO A DEPTH OF 80 FEET.
 JU0553
 JU0553                          STATION RECOVERY (1983)
 JU0553
 JU0553'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JU0553'WITNESS POST IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0123 ***********************************************************************
 JU0123  DESIGNATION -  Z 65
 JU0123  PID         -  JU0123
 JU0123  STATE/COUNTY-  NJ/ATLANTIC
 JU0123  USGS QUAD   -  NEW GRETNA (1977)
 JU0123
 JU0123                         *CURRENT SURVEY CONTROL
 JU0123  ___________________________________________________________________
 JU0123* NAD 83(1986)-  39 31 11.     (N)    074 27 33.     (W)     SCALED    
 JU0123* NAVD 88     -         2.939  (meters)       9.64   (feet)  ADJUSTED  
 JU0123  ___________________________________________________________________
 JU0123  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JU0123  DYNAMIC HT  -           2.937 (meters)       9.64  (feet)  COMP
 JU0123  MODELED GRAV-     980,139.7   (mgal)                       NAVD 88
 JU0123
 JU0123  VERT ORDER  -  FIRST     CLASS I
 JU0123
 JU0123.The horizontal coordinates were scaled from a topographic map and have
 JU0123.an estimated accuracy of +/- 6 seconds.
 JU0123
 JU0123.The orthometric height was determined by differential leveling
 JU0123.and adjusted by the National Geodetic Survey in June 1991..
 JU0123
 JU0123.The geoid height was determined by GEOID03.
 JU0123
 JU0123.The dynamic height is computed by dividing the NAVD 88
 JU0123.geopotential number by the normal gravity value computed on the
 JU0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0123.degrees latitude (g = 980.6199 gals.).
 JU0123
 JU0123.The modeled gravity was interpolated from observed gravity values.
 JU0123
 JU0123;                    North         East    Units  Estimated Accuracy
 JU0123;SPC NJ       -    76,200.      153,510.      MT  (+/- 180 meters Scaled)
 JU0123
 JU0123                          SUPERSEDED SURVEY CONTROL
 JU0123
 JU0123  NGVD 29 (04/16/92)    3.327  (m)           10.92   (f) ADJUSTED    1 1
 JU0123
 JU0123.Superseded values are not recommended for survey control.
 JU0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0123.See file dsdata.txt to determine how the superseded data were derived.
 JU0123
 JU0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ464745(NAD 83)
 JU0123_MARKER: DB = BENCH MARK DISK
 JU0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0123_STAMPING: Z 65 1964
 JU0123_MARK LOGO: CGS   
 JU0123_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0123+STABILITY: SURFACE MOTION
 JU0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0123+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1995
 JU0123
 JU0123  HISTORY     - Date     Condition        Report By
 JU0123  HISTORY     - 1964     MONUMENTED       CGS
 JU0123  HISTORY     - 1979     GOOD             NGS
 JU0123  HISTORY     - 1985     GOOD             USPSQD
 JU0123  HISTORY     - 19950316 GOOD             NJGS
 JU0123
 JU0123                          STATION DESCRIPTION
 JU0123
 JU0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0123'3.6 MI N FROM OCEANVILLE.
 JU0123'ABOUT 3.55 MILES NORTH ALONG U.S. HIGHWAY 9 FROM THE POST OFFICE
 JU0123'AT OCEANVILLE, 294 FEET SOUTH OF THE CENTER LINE OF DRIVEWAY
 JU0123'LEADING WEST TO M.J. THOMPSONS HOUSE, 36.0 FEET WEST OF THE
 JU0123'CENTER LINE OF HIGHWAY, 6.8 FEET SOUTH OF THE CENTER OF A DOUBLE
 JU0123'TRUNKED OAK TREE, 10.8 FEET WEST OF THE CENTER OF CABLE LINE POLE
 JU0123'98, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 JU0123'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU0123'0.2 FOOT.
 JU0123
 JU0123                          STATION RECOVERY (1979)
 JU0123
 JU0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0123'RECOVERED IN GOOD CONDITION.
 JU0123
 JU0123                          STATION RECOVERY (1985)
 JU0123
 JU0123'RECOVERY NOTE BY US POWER SQUADRON 1985 (CWK)
 JU0123'RECOVERED IN GOOD CONDITION.
 JU0123
 JU0123                          STATION RECOVERY (1995)
 JU0123
 JU0123'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
 JU0123'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE STATION IS
 JU0123'ABOUT 1.0 MI (1.6 KM) SOUTH FROM THE U.S.  HIGHWAY 9 BRIDGE OVER
 JU0123'NACOTE CREEK.  THE THOMPSON HOUSE IS NOW THE WILSON RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0193 ***********************************************************************
 JU0193  DESIGNATION -  Z 66
 JU0193  PID         -  JU0193
 JU0193  STATE/COUNTY-  NJ/OCEAN
 JU0193  USGS QUAD   -  BEACH HAVEN (1977)
 JU0193
 JU0193                         *CURRENT SURVEY CONTROL
 JU0193  ___________________________________________________________________
 JU0193* NAD 83(1986)-  39 35 47.     (N)    074 12 55.     (W)     SCALED    
 JU0193* NAVD 88     -         1.383  (meters)       4.54   (feet)  ADJUSTED  
 JU0193  ___________________________________________________________________
 JU0193  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JU0193  DYNAMIC HT  -           1.382 (meters)       4.53  (feet)  COMP
 JU0193  MODELED GRAV-     980,142.5   (mgal)                       NAVD 88
 JU0193
 JU0193  VERT ORDER  -  FIRST     CLASS I
 JU0193
 JU0193.The horizontal coordinates were scaled from a topographic map and have
 JU0193.an estimated accuracy of +/- 6 seconds.
 JU0193
 JU0193.The orthometric height was determined by differential leveling
 JU0193.and adjusted by the National Geodetic Survey in June 1991..
 JU0193
 JU0193.The geoid height was determined by GEOID03.
 JU0193
 JU0193.The dynamic height is computed by dividing the NAVD 88
 JU0193.geopotential number by the normal gravity value computed on the
 JU0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0193.degrees latitude (g = 980.6199 gals.).
 JU0193
 JU0193.The modeled gravity was interpolated from observed gravity values.
 JU0193
 JU0193;                    North         East    Units  Estimated Accuracy
 JU0193;SPC NJ       -    84,740.      174,450.      MT  (+/- 180 meters Scaled)
 JU0193
 JU0193                          SUPERSEDED SURVEY CONTROL
 JU0193
 JU0193  NGVD 29 (??/??/??)    1.765  (m)            5.79   (f) ADJUSTED    1 1
 JU0193
 JU0193.Superseded values are not recommended for survey control.
 JU0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0193.See file dsdata.txt to determine how the superseded data were derived.
 JU0193
 JU0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ673832(NAD 83)
 JU0193_MARKER: DB = BENCH MARK DISK
 JU0193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0193_SP_SET: FOUNDATION
 JU0193_STAMPING: Z 66 1964
 JU0193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0193
 JU0193  HISTORY     - Date     Condition        Report By
 JU0193  HISTORY     - 1964     MONUMENTED       CGS
 JU0193  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JU0193  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JU0193  HISTORY     - 19950130 MARK NOT FOUND   NJGS
 JU0193
 JU0193                          STATION DESCRIPTION
 JU0193
 JU0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0193'AT BEACH HAVEN CREST.
 JU0193'ON LONG BEACH ISLAND, AT HAVEN BEACH, NEAR THE INTERSECTION OF
 JU0193'BAY AVENUE AND VIRGINIA 110 STREET, 125.0 FEET NORTHEAST OF THE
 JU0193'CENTER LINE OF STREET, 154.0 FEET SOUTHEAST OF THE CENTER LINE
 JU0193'OF THE AVENUE, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 JU0193'CONCRETE FOUNDATION AT THE EAST CORNER OF LONG BEACH TOWNSHIP
 JU0193'LIFT STATION NO. 4, 0.8 FEET NORTHWEST OF THE EAST CORNER OF THE
 JU0193'BUILDING, ABOUT 1.0 FOOT ABOVE THE LEVEL OF THE GROUND AND ABOUT
 JU0193'LEVEL WITH THE AVENUE.  NOTE-- ABOUT 0.5 MILE SOUTHWEST ALONG
 JU0193'BAY AVENUE FROM THE LONG BEACH POST OFFICE.
 JU0193
 JU0193                          STATION RECOVERY (1985)
 JU0193
 JU0193'RECOVERY NOTE BY US POWER SQUADRON 1985
 JU0193'MARK NOT FOUND.
 JU0193
 JU0193                          STATION RECOVERY (1988)
 JU0193
 JU0193'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWK)
 JU0193'MARK NOT FOUND.
 JU0193
 JU0193                          STATION RECOVERY (1995)
 JU0193
 JU0193'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0193'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0193'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0067 ***********************************************************************
 JU0067  DESIGNATION -  Z 67
 JU0067  PID         -  JU0067
 JU0067  STATE/COUNTY-  NJ/OCEAN
 JU0067  USGS QUAD   -  FORKED RIVER (1989)
 JU0067
 JU0067                         *CURRENT SURVEY CONTROL
 JU0067  ___________________________________________________________________
 JU0067* NAD 83(1986)-  39 46 19.     (N)    074 12 34.     (W)     SCALED    
 JU0067* NAVD 88     -         5.444  (meters)      17.86   (feet)  ADJUSTED  
 JU0067  ___________________________________________________________________
 JU0067  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JU0067  DYNAMIC HT  -           5.442 (meters)      17.85  (feet)  COMP
 JU0067  MODELED GRAV-     980,169.7   (mgal)                       NAVD 88
 JU0067
 JU0067  VERT ORDER  -  FIRST     CLASS I
 JU0067
 JU0067.The horizontal coordinates were scaled from a topographic map and have
 JU0067.an estimated accuracy of +/- 6 seconds.
 JU0067
 JU0067.The orthometric height was determined by differential leveling
 JU0067.and adjusted by the National Geodetic Survey in June 1991..
 JU0067.WARNING-Repeat measurements at this control monument indicate possible
 JU0067.vertical movement.
 JU0067
 JU0067.The geoid height was determined by GEOID03.
 JU0067
 JU0067.The dynamic height is computed by dividing the NAVD 88
 JU0067.geopotential number by the normal gravity value computed on the
 JU0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0067.degrees latitude (g = 980.6199 gals.).
 JU0067
 JU0067.The modeled gravity was interpolated from observed gravity values.
 JU0067
 JU0067;                    North         East    Units  Estimated Accuracy
 JU0067;SPC NJ       -   104,240.      174,890.      MT  (+/- 180 meters Scaled)
 JU0067
 JU0067                          SUPERSEDED SURVEY CONTROL
 JU0067
 JU0067  NGVD 29 (04/16/92)    5.821  (m)           19.10   (f) ADJUSTED    1 1
 JU0067
 JU0067.Superseded values are not recommended for survey control.
 JU0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0067.See file dsdata.txt to determine how the superseded data were derived.
 JU0067
 JU0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK677027(NAD 83)
 JU0067_MARKER: DB = BENCH MARK DISK
 JU0067_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU0067_SP_SET: BRIDGE ABUTMENT
 JU0067_STAMPING: Z 67 1964
 JU0067_MARK LOGO: CGS   
 JU0067_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0067+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1998
 JU0067
 JU0067  HISTORY     - Date     Condition        Report By
 JU0067  HISTORY     - 1964     MONUMENTED       CGS
 JU0067  HISTORY     - 1979     GOOD             NGS
 JU0067  HISTORY     - 1984     GOOD             USPSQD
 JU0067  HISTORY     - 1987     GOOD             USPSQD
 JU0067  HISTORY     - 1987     GOOD             USPSQD
 JU0067  HISTORY     - 19961114 GOOD             USPSQD
 JU0067  HISTORY     - 19980406 GOOD             NJGS
 JU0067
 JU0067                          STATION DESCRIPTION
 JU0067
 JU0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0067'1.4 MI NE FROM BARNEGAT.
 JU0067'ABOUT 1.35 MILE NORTHEAST ALONG U.S. HIGHWAY 9 FROM THE GRADE
 JU0067'SCHOOL AT BARNEGAT, SET IN THE TOP AT THE SOUTHEAST END OF THE
 JU0067'NORTHEAST CONCRETE ABUTMENT OF A 10-FOOT BRIDGE OVER LOCHIEL
 JU0067'CREEK, 22.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JU0067'ABOUT LEVEL OF THE HIGHWAY.
 JU0067
 JU0067                          STATION RECOVERY (1979)
 JU0067
 JU0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0067'RECOVERED IN GOOD CONDITION.
 JU0067
 JU0067                          STATION RECOVERY (1984)
 JU0067
 JU0067'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0067'RECOVERED IN GOOD CONDITION.
 JU0067
 JU0067                          STATION RECOVERY (1987)
 JU0067
 JU0067'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWK)
 JU0067'RECOVERED IN GOOD CONDITION.
 JU0067
 JU0067                          STATION RECOVERY (1987)
 JU0067
 JU0067'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0067'RECOVERED IN GOOD CONDITION.
 JU0067
 JU0067                          STATION RECOVERY (1996)
 JU0067
 JU0067'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0067'RECOVERED IN GOOD CONDITION.
 JU0067
 JU0067                          STATION RECOVERY (1998)
 JU0067
 JU0067'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1998 (FAC)
 JU0067'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE STATION IS 1.55
 JU0067'MI (2.49 KM) ALONG U.S.  HIGHWAY 9 FROM THE GRADE SCHOOL IN BARNEGAT
 JU0067'TO THE STATION, NOT 1.35 MI (2.17 KM) AS MENTIONED IN THE ORIGINAL
 JU0067'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0027 ***********************************************************************
 JU0027  DESIGNATION -  Z 68
 JU0027  PID         -  JU0027
 JU0027  STATE/COUNTY-  NJ/OCEAN
 JU0027  USGS QUAD   -  SEASIDE PARK (1989)
 JU0027
 JU0027                         *CURRENT SURVEY CONTROL
 JU0027  ___________________________________________________________________
 JU0027* NAD 83(1986)-  39 56 56.     (N)    074 06 50.     (W)     SCALED    
 JU0027* NAVD 88     -         3.310  (meters)      10.86   (feet)  ADJUSTED  
 JU0027  ___________________________________________________________________
 JU0027  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JU0027  DYNAMIC HT  -           3.308 (meters)      10.85  (feet)  COMP
 JU0027  MODELED GRAV-     980,162.3   (mgal)                       NAVD 88
 JU0027
 JU0027  VERT ORDER  -  FIRST     CLASS I
 JU0027
 JU0027.The horizontal coordinates were scaled from a topographic map and have
 JU0027.an estimated accuracy of +/- 6 seconds.
 JU0027
 JU0027.The orthometric height was determined by differential leveling
 JU0027.and adjusted by the National Geodetic Survey in June 1991..
 JU0027
 JU0027.The geoid height was determined by GEOID03.
 JU0027
 JU0027.The dynamic height is computed by dividing the NAVD 88
 JU0027.geopotential number by the normal gravity value computed on the
 JU0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0027.degrees latitude (g = 980.6199 gals.).
 JU0027
 JU0027.The modeled gravity was interpolated from observed gravity values.
 JU0027
 JU0027;                    North         East    Units  Estimated Accuracy
 JU0027;SPC NJ       -   123,910.      182,990.      MT  (+/- 180 meters Scaled)
 JU0027
 JU0027                          SUPERSEDED SURVEY CONTROL
 JU0027
 JU0027  NGVD 29 (04/16/92)    3.661  (m)           12.01   (f) ADJUSTED    1 1
 JU0027
 JU0027.Superseded values are not recommended for survey control.
 JU0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0027.See file dsdata.txt to determine how the superseded data were derived.
 JU0027
 JU0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK756224(NAD 83)
 JU0027_MARKER: DB = BENCH MARK DISK
 JU0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0027_SP_SET: BRIDGE
 JU0027_STAMPING: Z 68 1964
 JU0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0027
 JU0027  HISTORY     - Date     Condition        Report By
 JU0027  HISTORY     - 1964     MONUMENTED       CGS
 JU0027  HISTORY     - 1979     GOOD             NGS
 JU0027  HISTORY     - 1987     GOOD             USPSQD
 JU0027  HISTORY     - 1990     GOOD             USPSQD
 JU0027  HISTORY     - 20040226 GOOD             BOSWEL
 JU0027
 JU0027                          STATION DESCRIPTION
 JU0027
 JU0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0027'4.6 MI E FROM TOMS RIVER.
 JU0027'ABOUT 4.65 MILES EAST ALONG WASHINGTON STREET AND STATE HIGHWAY
 JU0027'37 FROM THE POST OFFICE AT TOMS RIVER, SET IN THE SOUTH CONCRETE
 JU0027'BANISTER BASE AT THE WEST END OF BRIDGE OVER BARNEGAT BAY (THOMAS
 JU0027'A MATHIS BRIDGE), 2.1 FEET SOUTH OF THE SOUTH CURB OF THE HIGHWAY,
 JU0027'2.4 FEET EAST OF THE WEST END OF BANISTER AND ABOUT 1 FOOT ABOVE THE
 JU0027'LEVEL OF THE HIGHWAY.
 JU0027
 JU0027                          STATION RECOVERY (1979)
 JU0027
 JU0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0027'RECOVERED IN GOOD CONDITION.
 JU0027
 JU0027                          STATION RECOVERY (1987)
 JU0027
 JU0027'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 JU0027'RECOVERED IN GOOD CONDITION.
 JU0027
 JU0027                          STATION RECOVERY (1990)
 JU0027
 JU0027'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 JU0027'RECOVERED IN GOOD CONDITION.
 JU0027
 JU0027                          STATION RECOVERY (2004)
 JU0027
 JU0027'RECOVERY NOTE BY BOSWELL ENGINEERING 2004 (AB)
 JU0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0098 ***********************************************************************
 JU0098  DESIGNATION -  Z 7
 JU0098  PID         -  JU0098
 JU0098  STATE/COUNTY-  NJ/OCEAN
 JU0098  USGS QUAD   -  TUCKERTON (1995)
 JU0098
 JU0098                         *CURRENT SURVEY CONTROL
 JU0098  ___________________________________________________________________
 JU0098* NAD 83(1986)-  39 36 12.     (N)    074 20 18.     (W)     SCALED    
 JU0098* NAVD 88     -         6.069  (meters)      19.91   (feet)  ADJUSTED  
 JU0098  ___________________________________________________________________
 JU0098  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JU0098  DYNAMIC HT  -           6.066 (meters)      19.90  (feet)  COMP
 JU0098  MODELED GRAV-     980,153.3   (mgal)                       NAVD 88
 JU0098
 JU0098  VERT ORDER  -  FIRST     CLASS I
 JU0098
 JU0098.The horizontal coordinates were scaled from a topographic map and have
 JU0098.an estimated accuracy of +/- 6 seconds.
 JU0098
 JU0098.The orthometric height was determined by differential leveling
 JU0098.and adjusted by the National Geodetic Survey in June 1991..
 JU0098
 JU0098.The geoid height was determined by GEOID03.
 JU0098
 JU0098.The dynamic height is computed by dividing the NAVD 88
 JU0098.geopotential number by the normal gravity value computed on the
 JU0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0098.degrees latitude (g = 980.6199 gals.).
 JU0098
 JU0098.The modeled gravity was interpolated from observed gravity values.
 JU0098
 JU0098;                    North         East    Units  Estimated Accuracy
 JU0098;SPC NJ       -    85,490.      163,880.      MT  (+/- 180 meters Scaled)
 JU0098
 JU0098                          SUPERSEDED SURVEY CONTROL
 JU0098
 JU0098  NGVD 29 (04/16/92)    6.458  (m)           21.19   (f) ADJUSTED    1 1
 JU0098
 JU0098.Superseded values are not recommended for survey control.
 JU0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0098.See file dsdata.txt to determine how the superseded data were derived.
 JU0098
 JU0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ568839(NAD 83)
 JU0098_MARKER: DB = BENCH MARK DISK
 JU0098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0098_SP_SET: BUILDING
 JU0098_STAMPING: Z 7 1930 21.188
 JU0098_MARK LOGO: CGS   
 JU0098_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0098+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1995
 JU0098
 JU0098  HISTORY     - Date     Condition        Report By
 JU0098  HISTORY     - 1930     MONUMENTED       CGS
 JU0098  HISTORY     - 1964     GOOD             CGS
 JU0098  HISTORY     - 1979     GOOD             NGS
 JU0098  HISTORY     - 1983     GOOD             USPSQD
 JU0098  HISTORY     - 1985     GOOD             USPSQD
 JU0098  HISTORY     - 19951129 GOOD             NJGS
 JU0098  HISTORY     - 19961215 GOOD             USPSQD
 JU0098
 JU0098                          STATION DESCRIPTION
 JU0098
 JU0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0098'AT TUCKERTON.
 JU0098'AT TUCKERTON, ALONG U.S. HIGHWAY 9, SET VERTICALLY IN THE EAST
 JU0098'FACE OF THE STONE FOUNDATION NEAR THE NORTHEAST CORNER OF
 JU0098'BUILDING PRESENTLY HOUSING THE TUCKERTON LIQUOR STORE (FORMERLY
 JU0098'THE BANK BUILDING), 16.7 FEET SOUTH OF THE SOUTH CURB OF THE
 JU0098'HIGHWAY, 1.5 FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING
 JU0098'AND ABOUT 0.8 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  THE BUILDING IS
 JU0098'CRACKED NEAR THE FOUNDATION WITH THE MARK.
 JU0098
 JU0098                          STATION RECOVERY (1979)
 JU0098
 JU0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0098'RECOVERED IN GOOD CONDITION.
 JU0098
 JU0098                          STATION RECOVERY (1983)
 JU0098
 JU0098'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU0098'RECOVERED IN GOOD CONDITION.
 JU0098
 JU0098                          STATION RECOVERY (1985)
 JU0098
 JU0098'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHF)
 JU0098'RECOVERED IN GOOD CONDITION.
 JU0098
 JU0098                          STATION RECOVERY (1995)
 JU0098
 JU0098'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0098'RECOVERED AS DESCRIBED.
 JU0098
 JU0098                          STATION RECOVERY (1996)
 JU0098
 JU0098'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV0280 ***********************************************************************
 KV0280  DESIGNATION -  Z 71
 KV0280  PID         -  KV0280
 KV0280  STATE/COUNTY-  NJ/HUDSON
 KV0280  USGS QUAD   -  JERSEY CITY (1981)
 KV0280
 KV0280                         *CURRENT SURVEY CONTROL
 KV0280  ___________________________________________________________________
 KV0280* NAD 83(1986)-  40 44 16.     (N)    074 04 28.     (W)     SCALED    
 KV0280* NAVD 88     -         3.708  (meters)      12.17   (feet)  ADJUSTED  
 KV0280  ___________________________________________________________________
 KV0280  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KV0280  DYNAMIC HT  -           3.706 (meters)      12.16  (feet)  COMP
 KV0280  MODELED GRAV-     980,240.1   (mgal)                       NAVD 88
 KV0280
 KV0280  VERT ORDER  -  FIRST     CLASS I
 KV0280
 KV0280.The horizontal coordinates were scaled from a topographic map and have
 KV0280.an estimated accuracy of +/- 6 seconds.
 KV0280
 KV0280.The orthometric height was determined by differential leveling
 KV0280.and adjusted by the National Geodetic Survey in June 1991..
 KV0280
 KV0280.The geoid height was determined by GEOID03.
 KV0280
 KV0280.The dynamic height is computed by dividing the NAVD 88
 KV0280.geopotential number by the normal gravity value computed on the
 KV0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV0280.degrees latitude (g = 980.6199 gals.).
 KV0280
 KV0280.The modeled gravity was interpolated from observed gravity values.
 KV0280
 KV0280;                    North         East    Units  Estimated Accuracy
 KV0280;SPC NJ       -   211,520.      185,940.      MT  (+/- 180 meters Scaled)
 KV0280
 KV0280                          SUPERSEDED SURVEY CONTROL
 KV0280
 KV0280  NGVD 29 (04/16/92)    4.053  (m)           13.30   (f) ADJUSTED    1 1
 KV0280
 KV0280.Superseded values are not recommended for survey control.
 KV0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV0280.See file dsdata.txt to determine how the superseded data were derived.
 KV0280
 KV0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL781100(NAD 83)
 KV0280_MARKER: DB = BENCH MARK DISK
 KV0280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV0280_SP_SET: ABUTMENT
 KV0280_STAMPING: Z 71 1965
 KV0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV0280
 KV0280  HISTORY     - Date     Condition        Report By
 KV0280  HISTORY     - 1965     MONUMENTED       CGS
 KV0280
 KV0280                          STATION DESCRIPTION
 KV0280
 KV0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV0280'AT JERSEY CITY.
 KV0280'AT JERSEY CITY, ABOUT 100 YARDS NORTHEAST OF THE INTERSECTION
 KV0280'OF WILLIS AVENUE AND BROADWAY, ABOUT 50 YARDS SOUTH OF THE SOUTH
 KV0280'EDGE OF THE PULASKI SKYWAY, SET VERTICALLY IN THE SOUTHWEST FACE
 KV0280'OF THE SOUTHEAST ABUTMENT TO THE HUDSON AND MANHATTAN RAILROAD
 KV0280'OVERPASS OVER WILLIS AVENUE, 13 FEET SOUTHEAST OF THE SOUTHEAST
 KV0280'CURB OF THE AVENUE, 1.4 FEET ABOVE THE GROUND AND ABOUT 2 FEET
 KV0280'ABOVE THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1120 ***********************************************************************
 KV1120  DESIGNATION -  Z 73
 KV1120  PID         -  KV1120
 KV1120  STATE/COUNTY-  NJ/MIDDLESEX
 KV1120  USGS QUAD   -  HIGHTSTOWN (1981)
 KV1120
 KV1120                         *CURRENT SURVEY CONTROL
 KV1120  ___________________________________________________________________
 KV1120* NAD 83(1986)-  40 20 11.     (N)    074 30 12.     (W)     SCALED    
 KV1120* NAVD 88     -        31.771  (meters)     104.24   (feet)  ADJUSTED  
 KV1120  ___________________________________________________________________
 KV1120  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KV1120  DYNAMIC HT  -          31.757 (meters)     104.19  (feet)  COMP
 KV1120  MODELED GRAV-     980,191.3   (mgal)                       NAVD 88
 KV1120
 KV1120  VERT ORDER  -  FIRST     CLASS II
 KV1120
 KV1120.The horizontal coordinates were scaled from a topographic map and have
 KV1120.an estimated accuracy of +/- 6 seconds.
 KV1120
 KV1120.The orthometric height was determined by differential leveling
 KV1120.and adjusted by the National Geodetic Survey in April 1995..
 KV1120
 KV1120.The geoid height was determined by GEOID03.
 KV1120
 KV1120.The dynamic height is computed by dividing the NAVD 88
 KV1120.geopotential number by the normal gravity value computed on the
 KV1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1120.degrees latitude (g = 980.6199 gals.).
 KV1120
 KV1120.The modeled gravity was interpolated from observed gravity values.
 KV1120
 KV1120;                    North         East    Units  Estimated Accuracy
 KV1120;SPC NJ       -   166,860.      149,720.      MT  (+/- 180 meters Scaled)
 KV1120
 KV1120                          SUPERSEDED SURVEY CONTROL
 KV1120
 KV1120  NAVD 88 (06/15/91)   31.817  (m)          104.39   (f) UNKNOWN     1 2
 KV1120  NGVD 29 (01/10/92)   32.099  (m)          105.31   (f) ADJUSTED    1 2
 KV1120
 KV1120.Superseded values are not recommended for survey control.
 KV1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1120.See file dsdata.txt to determine how the superseded data were derived.
 KV1120
 KV1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK421652(NAD 83)
 KV1120_MARKER: DB = BENCH MARK DISK
 KV1120_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1120_SP_SET: CONCRETE CULVERT HEADWALL
 KV1120_STAMPING: Z 73 1974
 KV1120_MARK LOGO: NGS   
 KV1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1120+STABILITY: SURFACE MOTION
 KV1120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1120+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1991
 KV1120
 KV1120  HISTORY     - Date     Condition        Report By
 KV1120  HISTORY     - 1974     MONUMENTED       NGS
 KV1120  HISTORY     - 19910628 GOOD             NJGS
 KV1120
 KV1120                          STATION DESCRIPTION
 KV1120
 KV1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1120'1.2 MI N FROM CRANBURY.
 KV1120'1.25 MILES NORTH ALONG U.S. HIGHWAY 130 FROM THE JUNCTION OF
 KV1120'STATE HIGHWAY 535 AT CRANBURY, IN THE TOP OF THE SOUTH END OF THE
 KV1120'WEST CONCRETE HEADWALL OF A CONCRETE BOX CULVERT, 39.5 FEET
 KV1120'WEST OF THE CENTER LINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 KV1120'70.6 FEET NORTH OF POWER POLE 61878-SP, 0.55 MILE NORTH OF THE
 KV1120'INTERSECTION OF DEW ROAD, AND ABOUT 1 1/2 FEET LOWER THAN THE
 KV1120'HIGHWAY.
 KV1120
 KV1120                          STATION RECOVERY (1991)
 KV1120
 KV1120'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV1120'THE STATION IS LOCATED IN SOUTH BRUNSWICK TOWNSHIP, ON THE NORTHWEST
 KV1120'SIDE OF U.S.HIGHWAY 130, IN THE SOUTHWEST END OF THE CONCRETE
 KV1120'HEADWALL OF STRUCTURE NUMBER 1227-152.  TO REACH THE STATION FROM THE
 KV1120'SKEWED CENTERLINE INTERSECTION OF HIGHWAY 130 AND COUNTY ROAD 535,
 KV1120'SOUTH RIVER ROAD, GO 1.35 MI (2.17 KM) NORTH ON HIGHWAY 130 TO THE
 KV1120'CULVERT AND THE STATION ON THE LEFT.  THE STATION IS 15.7 M (51.5 FT)
 KV1120'NORTHEAST OF THE NORTHEAST POST OF A DOUBLE BILLBOARD, 12.O M
 KV1120'NORTHWEST OF THE SOUTHBOUND LANES CENTERLINE, 20 M (65.6 FT)
 KV1120'NORTHEAST OF POLE NUMBER 61878 SB, 31.0 M (101.7 FT) NORTH NORTHEAST
 KV1120'OF A FIRE HYDRANT, 19.4 M (63.6 FT) SOUTHWEST FROM POLE NUMBER 61877
 KV1120'SB, 5.3 M (17.4 FT) NORTHWEST OF THE FACE OF THE GUIDERAIL AND ABOUT
 KV1120'1.0 M (3.3 FT) LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1139 ***********************************************************************
 KV1139  DESIGNATION -  Z 74
 KV1139  PID         -  KV1139
 KV1139  STATE/COUNTY-  NJ/BURLINGTON
 KV1139  USGS QUAD   -  TRENTON EAST (1981)
 KV1139
 KV1139                         *CURRENT SURVEY CONTROL
 KV1139  ___________________________________________________________________
 KV1139* NAD 83(1986)-  40 09 45.     (N)    074 41 29.     (W)     SCALED    
 KV1139* NAVD 88     -        19.922  (meters)      65.36   (feet)  ADJUSTED  
 KV1139  ___________________________________________________________________
 KV1139  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV1139  DYNAMIC HT  -          19.913 (meters)      65.33  (feet)  COMP
 KV1139  MODELED GRAV-     980,196.0   (mgal)                       NAVD 88
 KV1139
 KV1139  VERT ORDER  -  FIRST     CLASS II
 KV1139
 KV1139.The horizontal coordinates were scaled from a topographic map and have
 KV1139.an estimated accuracy of +/- 6 seconds.
 KV1139
 KV1139.The orthometric height was determined by differential leveling
 KV1139.and adjusted by the National Geodetic Survey in June 1991..
 KV1139
 KV1139.The geoid height was determined by GEOID03.
 KV1139
 KV1139.The dynamic height is computed by dividing the NAVD 88
 KV1139.geopotential number by the normal gravity value computed on the
 KV1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1139.degrees latitude (g = 980.6199 gals.).
 KV1139
 KV1139.The modeled gravity was interpolated from observed gravity values.
 KV1139
 KV1139;                    North         East    Units  Estimated Accuracy
 KV1139;SPC NJ       -   147,570.      133,700.      MT  (+/- 180 meters Scaled)
 KV1139
 KV1139                          SUPERSEDED SURVEY CONTROL
 KV1139
 KV1139  NGVD 29 (01/10/92)   20.248  (m)           66.43   (f) ADJUSTED    1 2
 KV1139
 KV1139.Superseded values are not recommended for survey control.
 KV1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1139.See file dsdata.txt to determine how the superseded data were derived.
 KV1139
 KV1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK262458(NAD 83)
 KV1139_MARKER: DB = BENCH MARK DISK
 KV1139_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 KV1139+WITH SETTING: INTO GROUND
 KV1139_STAMPING: Z 74 1974
 KV1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1139+STABILITY: SURFACE MOTION
 KV1139
 KV1139  HISTORY     - Date     Condition        Report By
 KV1139  HISTORY     - 1974     MONUMENTED       NGS
 KV1139
 KV1139                          STATION DESCRIPTION
 KV1139
 KV1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1139'1 MI NE FROM BORDENTOWN.
 KV1139'0.95 MILE NORTHEAST ALONG U.S. HIGHWAY 130 FROM THE INTERSECTION
 KV1139'OF CROSSWICKS STREET AT BORDENTOWN, 12.9 FEET NORTHWEST OF CENTER
 KV1139'LINE OF THE SOUTHWEST BOUND LANE OF THE HIGHWAY, 2 FEET
 KV1139'NORTH-NORTHWEST OF POWER POLE PS-1761-BD, ABOUT 44 YARDS SOUTHWEST
 KV1139'OF THE EXTENDED CENTER LINE OF HIGH BRIDGE ROAD, 1 FOOT SOUTHEAST
 KV1139'OF A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE ROAD AND
 KV1139'ON THE TOP OF A 4-FOOT COPPER COATED ROD THAT IS ATTACHED TO A
 KV1139'METAL BASE PLATE, THE DISK IS 3 INCHES UNDER GROUND AND ENCASED
 KV1139'IN A 4-INCH PLASTIC PIPE WHICH IS FLUSH WITH THE GROUND.  NOTE-- BENCH
 KV1139'MARK CAN ALSO BE REACHED BY GOING 1.85 MILES SOUTHWEST ALONG U.S.
 KV1139'HIGHWAY 130 FROM THE INTERSECTION OF YARDVILLE-ALLENTOWN ROAD
 KV1139'AT YARDVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV1158 ***********************************************************************
 KV1158  DESIGNATION -  Z 75
 KV1158  PID         -  KV1158
 KV1158  STATE/COUNTY-  NJ/BURLINGTON
 KV1158  USGS QUAD   -  BRISTOL (1981)
 KV1158
 KV1158                         *CURRENT SURVEY CONTROL
 KV1158  ___________________________________________________________________
 KV1158* NAD 83(1986)-  40 04 46.     (N)    074 50 53.     (W)     SCALED    
 KV1158* NAVD 88     -         2.506  (meters)       8.22   (feet)  ADJUSTED  
 KV1158  ___________________________________________________________________
 KV1158  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KV1158  DYNAMIC HT  -           2.505 (meters)       8.22  (feet)  COMP
 KV1158  MODELED GRAV-     980,193.4   (mgal)                       NAVD 88
 KV1158
 KV1158  VERT ORDER  -  FIRST     CLASS II
 KV1158
 KV1158.The horizontal coordinates were scaled from a topographic map and have
 KV1158.an estimated accuracy of +/- 6 seconds.
 KV1158
 KV1158.The orthometric height was determined by differential leveling
 KV1158.and adjusted by the National Geodetic Survey in June 1991..
 KV1158
 KV1158.The geoid height was determined by GEOID03.
 KV1158
 KV1158.The dynamic height is computed by dividing the NAVD 88
 KV1158.geopotential number by the normal gravity value computed on the
 KV1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1158.degrees latitude (g = 980.6199 gals.).
 KV1158
 KV1158.The modeled gravity was interpolated from observed gravity values.
 KV1158
 KV1158;                    North         East    Units  Estimated Accuracy
 KV1158;SPC NJ       -   138,390.      120,320.      MT  (+/- 180 meters Scaled)
 KV1158
 KV1158                          SUPERSEDED SURVEY CONTROL
 KV1158
 KV1158  NGVD 29 (01/10/92)    2.829  (m)            9.28   (f) ADJUSTED    1 2
 KV1158
 KV1158.Superseded values are not recommended for survey control.
 KV1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1158.See file dsdata.txt to determine how the superseded data were derived.
 KV1158
 KV1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK129365(NAD 83)
 KV1158_MARKER: DB = BENCH MARK DISK
 KV1158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1158_SP_SET: PIER
 KV1158_STAMPING: Z 75 1974
 KV1158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1158
 KV1158  HISTORY     - Date     Condition        Report By
 KV1158  HISTORY     - 1974     MONUMENTED       NGS
 KV1158
 KV1158                          STATION DESCRIPTION
 KV1158
 KV1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1158'AT BURLINGTON.
 KV1158'AT BURLINGTON, 0.10 MILE EAST ALONG THE PENN CENTRAL RAILROAD
 KV1158'FROM CAPTAIN JAMES LAWRENCE SCHOOL, ON THE TOP OF THE NORTHWEST
 KV1158'END OF THE CENTER PIER OF RAILROAD BRIDGE OVER ASSISCUNK CREEK,
 KV1158'6.7 FEET NORTHWEST OF THE NORTHWEST RAIL AND ABOUT 2 FEET
 KV1158'BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV2925 ***********************************************************************
 KV2925  DESIGNATION -  Z 77
 KV2925  PID         -  KV2925
 KV2925  STATE/COUNTY-  NJ/HUNTERDON
 KV2925  USGS QUAD   -  RARITAN (1981)
 KV2925
 KV2925                         *CURRENT SURVEY CONTROL
 KV2925  ___________________________________________________________________
 KV2925* NAD 83(1986)-  40 36 49.     (N)    074 43 48.     (W)     SCALED    
 KV2925* NAVD 88     -        66.429  (meters)     217.94   (feet)  ADJUSTED  
 KV2925  ___________________________________________________________________
 KV2925  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KV2925  DYNAMIC HT  -          66.400 (meters)     217.85  (feet)  COMP
 KV2925  MODELED GRAV-     980,179.2   (mgal)                       NAVD 88
 KV2925
 KV2925  VERT ORDER  -  FIRST     CLASS II
 KV2925
 KV2925.The horizontal coordinates were scaled from a topographic map and have
 KV2925.an estimated accuracy of +/- 6 seconds.
 KV2925
 KV2925.The orthometric height was determined by differential leveling
 KV2925.and adjusted by the National Geodetic Survey in June 1991..
 KV2925
 KV2925.The geoid height was determined by GEOID03.
 KV2925
 KV2925.The dynamic height is computed by dividing the NAVD 88
 KV2925.geopotential number by the normal gravity value computed on the
 KV2925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2925.degrees latitude (g = 980.6199 gals.).
 KV2925
 KV2925.The modeled gravity was interpolated from observed gravity values.
 KV2925
 KV2925;                    North         East    Units  Estimated Accuracy
 KV2925;SPC NJ       -   197,670.      130,540.      MT  (+/- 180 meters Scaled)
 KV2925
 KV2925                          SUPERSEDED SURVEY CONTROL
 KV2925
 KV2925  NGVD 29 (01/10/92)   66.684  (m)          218.78   (f) ADJUSTED    1 2
 KV2925
 KV2925.Superseded values are not recommended for survey control.
 KV2925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2925.See file dsdata.txt to determine how the superseded data were derived.
 KV2925
 KV2925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK228959(NAD 83)
 KV2925_MARKER: DB = BENCH MARK DISK
 KV2925_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2925_SP_SET: STAINLESS STEEL ROD
 KV2925_STAMPING: Z 77 1978
 KV2925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2925
 KV2925  HISTORY     - Date     Condition        Report By
 KV2925  HISTORY     - 1978     MONUMENTED       NGS
 KV2925  HISTORY     - 20030111 MARK NOT FOUND   USPSQD
 KV2925
 KV2925                          STATION DESCRIPTION
 KV2925
 KV2925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2925'0.85 MI SE FROM WHITEHOUSE.
 KV2925'0.3 MILE SOUTHEAST ALONG OLD HIGHWAY 28 FROM THE POST OFFICE AT
 KV2925'WHITEHOUSE, THENCE 0.55 MILE SOUTHEAST ALONG STATE HIGHWAY 22, 0.1
 KV2925'MILE WEST OF THE WEST EXIT OF LANCO FOOD AND DEPARTMENT STORE, 31.0
 KV2925'FEET NORTH OF THE CENTER OF THE 2 WEST BOUND LANES OF STATE HIGHWAY
 KV2925'22, AND 2.5 FEET WEST OF POWER POLE NUMBER RT 324.
 KV2925
 KV2925                          STATION RECOVERY (2003)
 KV2925
 KV2925'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 KV2925'WE FOUND THE BURIED PIPE UPON WHICH THE MARKER SHOULD HAVE BEEN FOUND
 KV2925'(PER THE 1978 DESCRIPTION), BUT THE MARKER THAT SHOULD HAVE BEEN ON
 KV2925'TOP OF IT WAS GONE.  THE PIPE IS AT 40 36 49.2 (N), 74 43 54.9 (W),
 KV2925'PER HAND-HELD RECREATIONAL GPS.  A PICTURE (OF THE PIPE, MISSING THE
 KV2925'MARKER) IS AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2307 ***********************************************************************
 JU2307  DESIGNATION -  Z 78
 JU2307  PID         -  JU2307
 JU2307  STATE/COUNTY-  NJ/CUMBERLAND
 JU2307  USGS QUAD   -  HEISLERVILLE (1977)
 JU2307
 JU2307                         *CURRENT SURVEY CONTROL
 JU2307  ___________________________________________________________________
 JU2307* NAD 83(1986)-  39 13 36.     (N)    074 57 56.     (W)     SCALED    
 JU2307* NAVD 88     -         1.517  (meters)       4.98   (feet)  ADJUSTED  
 JU2307  ___________________________________________________________________
 JU2307  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 JU2307  DYNAMIC HT  -           1.516 (meters)       4.97  (feet)  COMP
 JU2307  MODELED GRAV-     980,092.4   (mgal)                       NAVD 88
 JU2307
 JU2307  VERT ORDER  -  FIRST     CLASS II
 JU2307
 JU2307.The horizontal coordinates were scaled from a topographic map and have
 JU2307.an estimated accuracy of +/- 6 seconds.
 JU2307
 JU2307.The orthometric height was determined by differential leveling
 JU2307.and adjusted by the National Geodetic Survey in June 1991..
 JU2307
 JU2307.The geoid height was determined by GEOID03.
 JU2307
 JU2307.The dynamic height is computed by dividing the NAVD 88
 JU2307.geopotential number by the normal gravity value computed on the
 JU2307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2307.degrees latitude (g = 980.6199 gals.).
 JU2307
 JU2307.The modeled gravity was interpolated from observed gravity values.
 JU2307
 JU2307;                    North         East    Units  Estimated Accuracy
 JU2307;SPC NJ       -    43,770.      109,800.      MT  (+/- 180 meters Scaled)
 JU2307
 JU2307                          SUPERSEDED SURVEY CONTROL
 JU2307
 JU2307  NGVD 29 (01/10/92)    1.881  (m)            6.17   (f) ADJUSTED    1 2
 JU2307
 JU2307.Superseded values are not recommended for survey control.
 JU2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2307.See file dsdata.txt to determine how the superseded data were derived.
 JU2307
 JU2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWJ029419(NAD 83)
 JU2307_MARKER: DB = BENCH MARK DISK
 JU2307_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2307_SP_SET: STAINLESS STEEL ROD
 JU2307_STAMPING: Z 78 1979
 JU2307_PROJECTION: RECESSED 5 CENTIMETERS
 JU2307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2307_ROD/PIPE-DEPTH: 7.62 meters
 JU2307
 JU2307  HISTORY     - Date     Condition        Report By
 JU2307  HISTORY     - 1979     MONUMENTED       NGS
 JU2307
 JU2307                          STATION DESCRIPTION
 JU2307
 JU2307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2307'6.1 MI SE FROM PORT ELIZABETH.
 JU2307'6.1 MILES SOUTHEAST ALONG STATE ROUTE 47 FROM THE VOLUNTEER FIRE
 JU2307'DEPARTMENT IN PORT ELIZABETH, ALSO 3.85 MILES NORTHWEST ALONG STATE
 JU2307'47 FROM THE SOUTHEAST ONE OF TWO Y-JUNCTIONS OF COUNTY ROAD 550 SPUR
 JU2307'IN ELDORA, AT THE JUNCTION OF NEW ROAD, BETWEEN A POWER POLE AND
 JU2307'A STOP SIGN, 50.5 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE
 JU2307'HIGHWAY, 13 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 2.5 FEET
 JU2307'SOUTHWEST OF POWER POLE NUMBER W19076, 2.5 FEET NORTHEAST OF THE
 JU2307'STOP SIGN.
 JU2307'THE MARK IS 2 FT  NE FROM A WITNESS POST.
 JU2307'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2454 ***********************************************************************
 JU2454  DESIGNATION -  Z 79
 JU2454  PID         -  JU2454
 JU2454  STATE/COUNTY-  NJ/OCEAN
 JU2454  USGS QUAD   -  SEASIDE PARK (1989)
 JU2454
 JU2454                         *CURRENT SURVEY CONTROL
 JU2454  ___________________________________________________________________
 JU2454* NAD 83(1986)-  39 59 28.     (N)    074 03 50.     (W)     SCALED    
 JU2454* NAVD 88     -         2.079  (meters)       6.82   (feet)  ADJUSTED  
 JU2454  ___________________________________________________________________
 JU2454  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JU2454  DYNAMIC HT  -           2.078 (meters)       6.82  (feet)  COMP
 JU2454  MODELED GRAV-     980,162.4   (mgal)                       NAVD 88
 JU2454
 JU2454  VERT ORDER  -  FIRST     CLASS II
 JU2454
 JU2454.The horizontal coordinates were scaled from a topographic map and have
 JU2454.an estimated accuracy of +/- 6 seconds.
 JU2454
 JU2454.The orthometric height was determined by differential leveling
 JU2454.and adjusted by the National Geodetic Survey in June 1991..
 JU2454
 JU2454.The geoid height was determined by GEOID03.
 JU2454
 JU2454.The dynamic height is computed by dividing the NAVD 88
 JU2454.geopotential number by the normal gravity value computed on the
 JU2454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2454.degrees latitude (g = 980.6199 gals.).
 JU2454
 JU2454.The modeled gravity was interpolated from observed gravity values.
 JU2454
 JU2454;                    North         East    Units  Estimated Accuracy
 JU2454;SPC NJ       -   128,620.      187,240.      MT  (+/- 180 meters Scaled)
 JU2454
 JU2454                          SUPERSEDED SURVEY CONTROL
 JU2454
 JU2454  NGVD 29 (01/10/92)    2.425  (m)            7.96   (f) ADJUSTED    1 2
 JU2454
 JU2454.Superseded values are not recommended for survey control.
 JU2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2454.See file dsdata.txt to determine how the superseded data were derived.
 JU2454
 JU2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SWK799271(NAD 83)
 JU2454_MARKER: DB = BENCH MARK DISK
 JU2454_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2454_SP_SET: STAINLESS STEEL ROD
 JU2454_STAMPING: Z 79 1979
 JU2454_PROJECTION: RECESSED 5 CENTIMETERS
 JU2454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2454_ROD/PIPE-DEPTH: 13.7 meters
 JU2454
 JU2454  HISTORY     - Date     Condition        Report By
 JU2454  HISTORY     - 1979     MONUMENTED       NGS
 JU2454  HISTORY     - 1990     GOOD             USPSQD
 JU2454
 JU2454                          STATION DESCRIPTION
 JU2454
 JU2454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2454'IN CHADWICK.
 JU2454'IN CHADWICK, 0.15 MILE SOUTH ALONG STATE ROUTE 35 FROM THE JUNCTION
 JU2454'OF STRICKLAND BOULEVARD ALSO 1.65 MILES NORTH ALONG ROUTE 35 FROM
 JU2454'THE MUNICIPAL BUILDING IN LAVALLETTE, SET AT THE JUNCTION OF
 JU2454'ROUTE 35 AND MARLIN STREET, 29 FEET EAST OF THE CENTERLINE OF
 JU2454'ROUTE 35, 20 FEET NORTH OF THE CENTER OF MARLIN STREET, 10 FEET
 JU2454'SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE NUMBER 1, SETTING
 JU2454'BETWEEN MARLIN STREET AND PELICAN STREET, 6.5 FEET EAST OF POWER
 JU2454'POLE NUMBER X 50-6, JC 274 DV.
 JU2454'THE MARK IS 1 FT  N FROM A WITNESS POST.
 JU2454'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2454
 JU2454                          STATION RECOVERY (1990)
 JU2454
 JU2454'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWK)
 JU2454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0937 ***********************************************************************
 JU0937  DESIGNATION -  Z 8
 JU0937  PID         -  JU0937
 JU0937  STATE/COUNTY-  NJ/CUMBERLAND
 JU0937  USGS QUAD   -  MILLVILLE (1997)
 JU0937
 JU0937                         *CURRENT SURVEY CONTROL
 JU0937  ___________________________________________________________________
 JU0937* NAD 83(1986)-  39 22 41.     (N)    075 01 39.     (W)     SCALED    
 JU0937* NAVD 88     -         6.506  (meters)      21.35   (feet)  ADJUSTED  
 JU0937  ___________________________________________________________________
 JU0937  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JU0937  DYNAMIC HT  -           6.503 (meters)      21.34  (feet)  COMP
 JU0937  MODELED GRAV-     980,123.5   (mgal)                       NAVD 88
 JU0937
 JU0937  VERT ORDER  -  FIRST     CLASS II
 JU0937
 JU0937.The horizontal coordinates were scaled from a topographic map and have
 JU0937.an estimated accuracy of +/- 6 seconds.
 JU0937
 JU0937.The orthometric height was determined by differential leveling
 JU0937.and adjusted by the National Geodetic Survey in June 1991..
 JU0937
 JU0937.The geoid height was determined by GEOID03.
 JU0937
 JU0937.The dynamic height is computed by dividing the NAVD 88
 JU0937.geopotential number by the normal gravity value computed on the
 JU0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0937.degrees latitude (g = 980.6199 gals.).
 JU0937
 JU0937.The modeled gravity was interpolated from observed gravity values.
 JU0937
 JU0937;                    North         East    Units  Estimated Accuracy
 JU0937;SPC NJ       -    60,600.      104,550.      MT  (+/- 180 meters Scaled)
 JU0937
 JU0937                          SUPERSEDED SURVEY CONTROL
 JU0937
 JU0937  NGVD 29 (??/??/??)    6.906  (m)           22.66   (f) ADJUSTED    1 2
 JU0937
 JU0937.Superseded values are not recommended for survey control.
 JU0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0937.See file dsdata.txt to determine how the superseded data were derived.
 JU0937
 JU0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ976587(NAD 83)
 JU0937_MARKER: DB = BENCH MARK DISK
 JU0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0937_STAMPING: 22.657 Z 8 1930
 JU0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0937+STABILITY: SURFACE MOTION
 JU0937
 JU0937  HISTORY     - Date     Condition        Report By
 JU0937  HISTORY     - 1930     MONUMENTED       CGS
 JU0937  HISTORY     - 1934     GOOD             CGS
 JU0937  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0937  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 JU0937
 JU0937                          STATION DESCRIPTION
 JU0937
 JU0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JU0937'AT MILLVILLE.
 JU0937'AT MILLVILLE, CUMBERLAND COUNTY, ON STATE HIGHWAY 49, EAST OF A
 JU0937'SERVICE STATION (SHELL GAS IN 1934), 65.8 FEET SOUTHEAST OF POLE
 JU0937'1038, 60.6 FEET NORTH OF POLE 1039, 53.2 FEET EAST OF POLE 56.306,
 JU0937'27.7 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 8.3 FEET
 JU0937'SOUTHEAST OF A WATER HYDRANT.  A STANDARD DISK, STAMPED 22.657 Z
 JU0937'8 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 JU0937'ABOVE GROUND.
 JU0937
 JU0937                          STATION RECOVERY (1979)
 JU0937
 JU0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0937'NOTE--THE AREA HAS BEEN PAVED.
 JU0937
 JU0937                          STATION RECOVERY (1995)
 JU0937
 JU0937'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU0937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV3509 ***********************************************************************
 KV3509  DESIGNATION -  Z 81
 KV3509  PID         -  KV3509
 KV3509  STATE/COUNTY-  NJ/MONMOUTH
 KV3509  USGS QUAD   -  SANDY HOOK (1981)
 KV3509
 KV3509                         *CURRENT SURVEY CONTROL
 KV3509  ___________________________________________________________________
 KV3509* NAD 83(1986)-  40 25 08.     (N)    074 05 10.     (W)     SCALED    
 KV3509* NAVD 88     -         6.751  (meters)      22.15   (feet)  ADJUSTED  
 KV3509  ___________________________________________________________________
 KV3509  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KV3509  DYNAMIC HT  -           6.748 (meters)      22.14  (feet)  COMP
 KV3509  MODELED GRAV-     980,215.6   (mgal)                       NAVD 88
 KV3509
 KV3509  VERT ORDER  -  FIRST     CLASS II
 KV3509
 KV3509.The horizontal coordinates were scaled from a topographic map and have
 KV3509.an estimated accuracy of +/- 6 seconds.
 KV3509
 KV3509.The orthometric height was determined by differential leveling
 KV3509.and adjusted by the National Geodetic Survey in June 1991..
 KV3509
 KV3509.The geoid height was determined by GEOID03.
 KV3509
 KV3509.The dynamic height is computed by dividing the NAVD 88
 KV3509.geopotential number by the normal gravity value computed on the
 KV3509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3509.degrees latitude (g = 980.6199 gals.).
 KV3509
 KV3509.The modeled gravity was interpolated from observed gravity values.
 KV3509
 KV3509;                    North         East    Units  Estimated Accuracy
 KV3509;SPC NJ       -   176,110.      185,120.      MT  (+/- 180 meters Scaled)
 KV3509
 KV3509                          SUPERSEDED SURVEY CONTROL
 KV3509
 KV3509  NGVD 29 (01/10/92)    7.061  (m)           23.17   (f) ADJUSTED    1 2
 KV3509
 KV3509.Superseded values are not recommended for survey control.
 KV3509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3509.See file dsdata.txt to determine how the superseded data were derived.
 KV3509
 KV3509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK775746(NAD 83)
 KV3509_MARKER: DB = BENCH MARK DISK
 KV3509_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3509_SP_SET: STAINLESS STEEL ROD
 KV3509_STAMPING: Z 81 1979
 KV3509_PROJECTION: FLUSH
 KV3509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3509_ROD/PIPE-DEPTH: 7.62 meters
 KV3509
 KV3509  HISTORY     - Date     Condition        Report By
 KV3509  HISTORY     - 1979     MONUMENTED       NGS
 KV3509  HISTORY     - 19920728 MARK NOT FOUND   USPSQD
 KV3509
 KV3509                          STATION DESCRIPTION
 KV3509
 KV3509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3509'IN BELFORD.
 KV3509'IN BELFORD, AT THE POST OFFICE ON STATE ROUTE 36, 0.05 MILE EAST OF
 KV3509'THE JUNCTION OF ROUTE 36 AND EAST ROAD, SET ON THE WEST SIDE OF THE
 KV3509'FLAG POLE, 102 FEET NORTH OF THE CONCRETE MEDUIM OF ROUTE 36, 14.2
 KV3509'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE POST OFFICE, 4.3 FEET
 KV3509'EAST OF THE EAST CURBBING AROUND THE FLAG POLE, 4 FEET SOUTH OF THE
 KV3509'SOUTH EDGE OF THE SIDE WALK, AND 1.8 FEET WEST OF THE FLAG POLE.
 KV3509'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 KV3509
 KV3509                          STATION RECOVERY (1992)
 KV3509
 KV3509'RECOVERY NOTE BY US POWER SQUADRON 1992 (JK)
 KV3509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU2266 ***********************************************************************
 JU2266  DESIGNATION -  Z 82
 JU2266  PID         -  JU2266
 JU2266  STATE/COUNTY-  NJ/CUMBERLAND
 JU2266  USGS QUAD   -  BRIDGETON (1977)
 JU2266
 JU2266                         *CURRENT SURVEY CONTROL
 JU2266  ___________________________________________________________________
 JU2266* NAD 83(1986)-  39 25 34.     (N)    075 12 53.     (W)     SCALED    
 JU2266* NAVD 88     -        32.168  (meters)     105.54   (feet)  ADJUSTED  
 JU2266  ___________________________________________________________________
 JU2266  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JU2266  DYNAMIC HT  -          32.151 (meters)     105.48  (feet)  COMP
 JU2266  MODELED GRAV-     980,119.9   (mgal)                       NAVD 88
 JU2266
 JU2266  VERT ORDER  -  FIRST     CLASS II
 JU2266
 JU2266.The horizontal coordinates were scaled from a topographic map and have
 JU2266.an estimated accuracy of +/- 6 seconds.
 JU2266
 JU2266.The orthometric height was determined by differential leveling
 JU2266.and adjusted by the National Geodetic Survey in June 1991..
 JU2266
 JU2266.The geoid height was determined by GEOID03.
 JU2266
 JU2266.The dynamic height is computed by dividing the NAVD 88
 JU2266.geopotential number by the normal gravity value computed on the
 JU2266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2266.degrees latitude (g = 980.6199 gals.).
 JU2266
 JU2266.The modeled gravity was interpolated from observed gravity values.
 JU2266
 JU2266;                    North         East    Units  Estimated Accuracy
 JU2266;SPC NJ       -    66,050.       88,470.      MT  (+/- 180 meters Scaled)
 JU2266
 JU2266                          SUPERSEDED SURVEY CONTROL
 JU2266
 JU2266  NGVD 29 (01/10/92)   32.478  (m)          106.55   (f) ADJUSTED    1 2
 JU2266
 JU2266.Superseded values are not recommended for survey control.
 JU2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2266.See file dsdata.txt to determine how the superseded data were derived.
 JU2266
 JU2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ815640(NAD 83)
 JU2266_MARKER: DB = BENCH MARK DISK
 JU2266_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2266_SP_SET: STAINLESS STEEL ROD
 JU2266_STAMPING: Z 82 1979
 JU2266_PROJECTION: RECESSED 5 CENTIMETERS
 JU2266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2266_ROD/PIPE-DEPTH: 6.10 meters
 JU2266
 JU2266  HISTORY     - Date     Condition        Report By
 JU2266  HISTORY     - 1979     MONUMENTED       NGS
 JU2266  HISTORY     - 19950129 GOOD             USPSQD
 JU2266  HISTORY     - 19961228 GOOD             USPSQD
 JU2266
 JU2266                          STATION DESCRIPTION
 JU2266
 JU2266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2266'1.5 MI EAST FROM BRIDGETON.
 JU2266'1.5 MILES EAST ALONG STATE HIGHWAY 49 FROM THE POST OFFICE IN
 JU2266'BRIDGETON, ABOUT 0.05 MILE NORTH AND UP HILL FROM THE CENTER LINE OF
 JU2266'THE HIGHWAY, AT THE WATER TANK, 76 FEET NORTH OF A FIRE HYDRANT,
 JU2266'31 FEET NORTHEAST OF A POWER POLE, 1 FOOT SOUTH-SOUTHWEST OF THE
 JU2266'SOUTHWEST CORNER OF A 5 FOOT BY 7 FOOT BLOCK BUILDING LOCATED ON THE
 JU2266'SOUTHWEST SIDE OF THE TANK, 90.5 FEET WEST-NORTHWEST OF STATION
 JU2266'MARK BRIDGETON.
 JU2266'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 JU2266'THE MARK IS 25 FT ABOVE HIGHWAY.
 JU2266
 JU2266                          STATION RECOVERY (1995)
 JU2266
 JU2266'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU2266'RECOVERED IN GOOD CONDITION.
 JU2266
 JU2266                          STATION RECOVERY (1996)
 JU2266
 JU2266'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JU0655 ***********************************************************************
 JU0655  DESIGNATION -  Z 9
 JU0655  PID         -  JU0655
 JU0655  STATE/COUNTY-  NJ/SALEM
 JU0655  USGS QUAD   -  PENNS GROVE (1995)
 JU0655
 JU0655                         *CURRENT SURVEY CONTROL
 JU0655  ___________________________________________________________________
 JU0655* NAD 83(1986)-  39 42 50.     (N)    075 28 14.     (W)     SCALED    
 JU0655* NAVD 88     -         5.374  (meters)      17.63   (feet)  POSTED    
 JU0655  ___________________________________________________________________
 JU0655  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JU0655  DYNAMIC HT  -           5.370 (meters)      17.62  (feet)  COMP
 JU0655  MODELED GRAV-     980,160.5   (mgal)                       NAVD 88
 JU0655
 JU0655  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0655
 JU0655.The horizontal coordinates were scaled from a topographic map and have
 JU0655.an estimated accuracy of +/- 6 seconds.
 JU0655
 JU0655.The orthometric height was determined by differential leveling
 JU0655.and adjusted by the National Geodetic Survey in 1992..
 JU0655.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0655.rate of 0.0 thru 1.0 mm/km.
 JU0655
 JU0655.The geoid height was determined by GEOID03.
 JU0655
 JU0655.The dynamic height is computed by dividing the NAVD 88
 JU0655.geopotential number by the normal gravity value computed on the
 JU0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0655.degrees latitude (g = 980.6199 gals.).
 JU0655
 JU0655.The modeled gravity was interpolated from observed gravity values.
 JU0655
 JU0655;                    North         East    Units  Estimated Accuracy
 JU0655;SPC NJ       -    98,200.       66,780.      MT  (+/- 180 meters Scaled)
 JU0655
 JU0655                          SUPERSEDED SURVEY CONTROL
 JU0655
 JU0655  NGVD 29 (??/??/??)    5.721  (m)           18.77   (f) ADJUSTED    1 2
 JU0655
 JU0655.Superseded values are not recommended for survey control.
 JU0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0655.See file dsdata.txt to determine how the superseded data were derived.
 JU0655
 JU0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ596961(NAD 83)
 JU0655_MARKER: DB = BENCH MARK DISK
 JU0655_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0655_SP_SET: BRICK BUILDING
 JU0655_STAMPING: 18.770 Z 9 1930
 JU0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0655
 JU0655  HISTORY     - Date     Condition        Report By
 JU0655  HISTORY     - 1930     MONUMENTED       CGS
 JU0655  HISTORY     - 1973     GOOD             NGS
 JU0655  HISTORY     - 19920315 MARK NOT FOUND   USGS
 JU0655
 JU0655                          STATION DESCRIPTION
 JU0655
 JU0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 JU0655'AT CARNEYS POINT.
 JU0655'AT CARNEYS POINT, SALEM COUNTY, AT THE JOHN J. PERSHING SCHOOL,
 JU0655'IN THE WEST WALL OF THE BRICK BUILDING, 20 FEET NORTH OF THE
 JU0655'MAIN ENTRANCE, AND 3 FEET ABOVE THE GROUND.  A STANDARD DISK,
 JU0655'STAMPED 18.770 Z 9 1930 AND SET VERTICALLY.
 JU0655
 JU0655                          STATION RECOVERY (1973)
 JU0655
 JU0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JU0655'RECOVERED IN GOOD CONDITION.
 JU0655
 JU0655                          STATION RECOVERY (1992)
 JU0655
 JU0655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992 (BRP)
 JU0655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV5798 ***********************************************************************
 KV5798  DESIGNATION -  ZARE
 KV5798  PID         -  KV5798
 KV5798  STATE/COUNTY-  NJ/SOMERSET
 KV5798  USGS QUAD   -  BOUND BROOK (1995)
 KV5798
 KV5798                         *CURRENT SURVEY CONTROL
 KV5798  ___________________________________________________________________
 KV5798* NAD 83(1996)-  40 32 30.17225(N)    074 33 23.28831(W)     ADJUSTED  
 KV5798* NAVD 88     -        23.3    (meters)      76.     (feet)  VERTCON   
 KV5798  ___________________________________________________________________
 KV5798  X           -   1,292,515.994 (meters)                     COMP
 KV5798  Y           -  -4,678,562.883 (meters)                     COMP
 KV5798  Z           -   4,123,874.672 (meters)                     COMP
 KV5798  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 KV5798  ELLIP HEIGHT-          -9.93  (meters)          (10/23/02) GPS OBS
 KV5798  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KV5798
 KV5798  HORZ ORDER  -  FIRST
 KV5798  ELLP ORDER  -  FOURTH    CLASS I
 KV5798
 KV5798.The horizontal coordinates were established by classical geodetic methods
 KV5798.and adjusted by the National Geodetic Survey in May 1999..
 KV5798
 KV5798.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5798
 KV5798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5798
 KV5798.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5798
 KV5798.The ellipsoidal height was determined by GPS observations
 KV5798.and is referenced to NAD 83.
 KV5798
 KV5798.The geoid height was determined by GEOID03.
 KV5798
 KV5798;                    North         East     Units Scale Factor Converg.
 KV5798;SPC NJ       -   189,661.820   145,216.696   MT  0.99990028   -0 02 12.1
 KV5798;SPC NJ       -   622,248.82    476,431.78   sFT  0.99990028   -0 02 12.1
 KV5798;UTM  18      - 4,487,979.546   537,558.865   MT  0.99961736   +0 17 17.9
 KV5798
 KV5798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5798!SPC NJ       -   1.00000156  x   0.99990028  =   0.99990184
 KV5798!UTM  18      -   1.00000156  x   0.99961736  =   0.99961892
 KV5798
 KV5798|---------------------------------------------------------------------|
 KV5798| PID    Reference Object                     Distance      Geod. Az  |
 KV5798|                                                           dddmmss.s |
 KV5798| CB6557 ZARE RM 1                            32.263 METERS 01951     |
 KV5798| CB6559 ZARE RM 3                            33.046 METERS 15920     |
 KV5798| CB6558 ZARE RM 2                            42.142 METERS 16511     |
 KV5798| KV5819 AIRWAY BEACON 68                    APPROX.21.9 KM 2911240.0 |
 KV5798| KV5800 MANVILLE J MANVILLE N TWIN STK      APPROX. 2.5 KM 2924324.0 |
 KV5798| KV5804 AIRWAY BEACON 70                    APPROX. 4.3 KM 3535428.2 |
 KV5798|---------------------------------------------------------------------|
 KV5798
 KV5798                          SUPERSEDED SURVEY CONTROL
 KV5798
 KV5798  ELLIP H (05/14/99)   -9.92   (m)                       GP(       ) 4 1
 KV5798  NAD 83(1986)-  40 32 30.17359(N)    074 33 23.29035(W) AD(       ) 1
 KV5798  NAD 27      -  40 32 29.80100(N)    074 33 24.72900(W) AD(       ) 1
 KV5798  NGVD 29 (10/04/91)   23.6    (m)           77.     (f) GPS OBS        
 KV5798
 KV5798.Superseded values are not recommended for survey control.
 KV5798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5798.See file dsdata.txt to determine how the superseded data were derived.
 KV5798
 KV5798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK3755987980(NAD 83)
 KV5798_MARKER: DS = TRIANGULATION STATION DISK
 KV5798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5798_SP_SET: CONCRETE POST
 KV5798_STAMPING: ZARE 1933
 KV5798_MARK LOGO: CGS   
 KV5798_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5798+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2003
 KV5798
 KV5798  HISTORY     - Date     Condition        Report By
 KV5798  HISTORY     - 1933     MONUMENTED       CGS
 KV5798  HISTORY     - 1933     GOOD             CGS
 KV5798  HISTORY     - 1934     GOOD             NJGS
 KV5798  HISTORY     - 1977     SEE DESCRIPTION  NGS
 KV5798  HISTORY     - 1986     GOOD             NJGS
 KV5798  HISTORY     - 19860615 SEE DESCRIPTION  NJGS
 KV5798  HISTORY     - 19891010 GOOD             NJGS
 KV5798  HISTORY     - 19900206 GOOD
 KV5798  HISTORY     - 20030514 GOOD             INDIV
 KV5798
 KV5798                          STATION DESCRIPTION
 KV5798
 KV5798'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 KV5798'STATION IS ON THE PROPERTY OF THE PILLAR OF FIRE BOYS HOME, 1.65
 KV5798'MILES SW OF BOUND BROOK, 55 FEET W OF THE CENTER LINE OF THE ROAD
 KV5798'LEADING TO THIS ESTABLISHMENT, AND 0.3 MILE S OF THE MAIN PAVED
 KV5798'ROAD LEADING ALONG THE S SIDE OF THE CANAL, OPPOSITE A BREAK IN
 KV5798'THE CHERRY TREE HEDGE BORDERING THE W SIDE OF THE ROAD.  THE
 KV5798'STATION IS 63 FEET SE OF A 24-INCH CHERRY TREE ON THE W SIDE OF
 KV5798'THE ROAD.  THE MARK IS SET 10 INCHES BELOW THE GROUND
 KV5798'SURFACE.
 KV5798'
 KV5798'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 KV5798'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11B.
 KV5798'
 KV5798'REFERENCE MARK NO.1 IS 15 FEET W OF THE CENTER LINE OF THE ROAD
 KV5798'AND PROJECTS 5 INCHES.  REFERENCE MARK NO.2 IS 15 FEET W OF THE
 KV5798'CENTER LINE OF THE ROAD AND PROJECTS 7 INCHES.
 KV5798'
 KV5798'TO REACH STATION GO TO THE HIGHWAY JUNCTION AT THE S END OF THE
 KV5798'BRIDGE OVER THE CANAL BETWEEN BOUND BROOK AND S BOUND BROOK.  HERE
 KV5798'TAKE THE PAVED ROAD LEADING W ALONG THE S SIDE OF THE CANAL AND GO
 KV5798'1.75 MILES OR 0.6 MILE BEYOND A SMALL CONCRETE BRIDGE OVER A
 KV5798'CREEK.  HERE TURN S INTO THE ROAD LEADING INTO THE PILLAR OF
 KV5798'FIRE BOYS HOME AND GO 0.3 MILE TO GAP IN HEDGE AND STATION AS
 KV5798'DESCRIBED.
 KV5798'
 KV5798'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 KV5798
 KV5798                          STATION RECOVERY (1933)
 KV5798
 KV5798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 KV5798'RECOVERED IN GOOD CONDITION.
 KV5798
 KV5798                          STATION RECOVERY (1934)
 KV5798
 KV5798'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1934
 KV5798'PRESENT CONDITIONS AGREE WITH ORIGINAL DESCRIPTION.
 KV5798
 KV5798                          STATION RECOVERY (1977)
 KV5798
 KV5798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KV5798'THE STATION MARK AND REFERENCE MARK ONE WERE RECOVERED AND FOUND IN
 KV5798'GOOD CONDITION.  REFERENCE MARK TWO WAS FOUND DESTROYED.  THE WATER
 KV5798'TANK WHICH WAS USED AS AN AZIMUTH MARK IS NO LONGER VISIBLE FROM
 KV5798'THE GROUND.  A NEW REFERENCE MARK 3 WAS ESTABLISHED.  THE DISTANCE
 KV5798'TO REFERENCE MARK ONE CHECKED THE PREVIOUS MEASUREMENT.
 KV5798'
 KV5798'A COMPLETE NEW DESCRIPTION FOLLOWS.
 KV5798'
 KV5798'THE STATION IS LOCATED 8-1/2 MILES NORTHWEST OF NEW BRUNSWICK, 3-1/2
 KV5798'MILES SOUTHEAST OF SOMERSVILLE AND 1-1/2 MILES WEST OF SOUTH BOUND
 KV5798'BROOK.
 KV5798'
 KV5798'THE STATION MARK IS A STANDARD DISK STAMPED ZARE 1933, SET IN A
 KV5798'12-INCH ROUND CONCRETE MONUMENT WHICH IS 12-INCHES BELOW THE SURFACE
 KV5798'OF A FIELD.  IT IS 138.4 FEET SOUTHWEST OF A POWERLINE POLE
 KV5798'NUMBERED 62524, 107 FEET SOUTHWEST OF A WITNESS POST, 104.4 FEET
 KV5798'NORTHWEST OF A POWERLINE POLE NUMBERED 62525, 65 FEET WEST-SOUTHWEST
 KV5798'OF A 24-INCH CHERRY TREE WITH A BLAZE, AND 56.5 FEET WEST OF THE
 KV5798'CENTER OF RANDOLPH ROAD.
 KV5798'
 KV5798'TO REACH FROM THE POST OFFICE IN SOUTH BOUND BROOK, GO WEST ON CANAL
 KV5798'ROAD FOR 0.75 MILES TO INTERSTATE HIGHWAY 287, CONTINUE WEST ON
 KV5798'CANAL ROAD FOR 0.9 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH
 KV5798'ON RANDOLPH ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 KV5798'
 KV5798'REFERENCE MARK ONE IS A STANDARD DISK STAMPED ZARE NO 1 1933 SET IN
 KV5798'THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 KV5798'SURFACE.  IT IS 34 FEET SOUTH OF THE POWERLINE POLE NUMBERED 62524,
 KV5798'17.5 FEET WEST OF THE CENTER OF RANDOLPH ROAD, AND 1.6 FEET SOUTH
 KV5798'OF A WITNESS POST.
 KV5798'
 KV5798'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ZARE 1933 NO 3 1977 SET
 KV5798'IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 KV5798'4-INCHES.  IT IS 202 FEET SOUTH OF THE WITNESS POST, 15.7 FEET WEST
 KV5798'OF THE CENTER OF RANDOLPH ROAD, AND 4 FEET SOUTH OF A POWERLINE
 KV5798'POLE NUMBERED 62525.
 KV5798'
 KV5798'THERE IS NO SUITABLE LOCATION TO SET AN AZIMUTH MARK.
 KV5798'
 KV5798'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 KV5798'SOUTHEAST OF SOMERSVILLE.
 KV5798
 KV5798                          STATION RECOVERY (1986)
 KV5798
 KV5798'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1986 (JRO)
 KV5798'THE STATION WAS RECOVERED AT THIS DATE.
 KV5798'ONLY THE STATION MARK WAS RECOVERED AT THIS TIME.  TWO STACKS
 KV5798'VISIBLE IN 1933 ARE STILL VISIBLE.  ONE WAS THE PUBLISHED AZIMUTH.
 KV5798'TWO NEW REFERENCE MARKS WERE SET AT THIS TIME.
 KV5798'
 KV5798'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 KV5798'SOUTHWEST OF SOUTH BOUND RROOK AND
 KV5798'3.2 KM (2.2 MI) EAST OF MANVILLE.
 KV5798'OWNERSHIP--UNKNOWN
 KV5798'
 KV5798'TO REACH THE STATION FROM THE JUNCTION OF WESTON CANAL ROAD WITH
 KV5798'INTERSTATE I 287, GO WEST ON WESTON CANAL ROAD FOR 1.8  M (1.1 MI)
 KV5798'TO RANDOLPH ROAD ON THE LEFT.  GO SOUTH ON RANDOLPH ROAD FOR
 KV5798'0.48 KM (0.3 MI) TO THE STATION ON THE RIGHT.  A STREET INTO A NEW
 KV5798'OFFICE PARK IS ON THE LEFT.
 KV5798'
 KV5798'THE STATION IS A STANDARD CGS DISK
 KV5798'STAMPED---ZARE 1933---,
 KV5798'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV5798'35 CM ON SIDE RECESSED 50 CM BELOW GROUND.  LOCATED
 KV5798'17.4 METERS (57.0 FT) WEST FROM THE CENTER OF RANDOLPH ROAD,
 KV5798'24.9 METERS (81.8 FT) WEST FROM A POWER POLE 8556,
 KV5798'25.8 METERS (84.7 FT) WEST FROM A FIRE HYDRANT AND
 KV5798'10.36 METERS (34.0 FT) WEST FROM A POWER POLE 62565.
 KV5798'
 KV5798'REFERENCE MARK NO. 4 IS A STANDARD NJGS DISK
 KV5798'STAMPED---ZARE RM 4 1986---,
 KV5798'SET INTO THE CURB OF RANDOLPH ROAD
 KV5798'4.6 METERS (21.0 FT) WEST FROM THE CENTERLINE OF RANDOLPH ROAD,
 KV5798'12.2 METERS (40 FT) NORTH FROM A POWER POLE 62525 AND
 KV5798'21.8 METERS (71.5 FT) NORTHWEST FROM A FIRE HYDRANT.
 KV5798'MARK IS 0.5 METERS ABOVE THE STATION.
 KV5798'
 KV5798'REFERENCE MARK NO. 5 IS A STANDARD NJGS DISK
 KV5798'STAMPED---ZARE RM 5 1986---,
 KV5798'SET INTO THE WEST CURB OF RANDOLPH ROAD,
 KV5798'6.4 METERS (21.0 FT) WEST FROM THE CENTER OF THE ROAD AND
 KV5798'8.1 METERS (26.5 FT) SOUTHEAST FROM A POWER POLE 62525.
 KV5798'MARK IS 0.5 METERS ABOVE THE STATION.
 KV5798'
 KV5798'DESCRIBED BY J OLESON.
 KV5798
 KV5798                          STATION RECOVERY (1986)
 KV5798
 KV5798'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1986 (JRD)
 KV5798'STATION MARK RECOVERED IN GOOD CONDITION 1.5 FT (0.5 M) BELOW GROUND
 KV5798'IN CULTIVATED FIELD, SET INTO THE TOP OF A SQUARE CONCRETE POST
 KV5798'UNDERGROUND MARK IS A STANDARD DISK SET INTO A IRREGULAR MASS OF
 KV5798'CONCRETE.  RMS 1 AND 3 DESTROYED BY RECENT ROAD CONSTRUCTION.  TWO NEW
 KV5798'RMS SET AT THIS TIME, BOTH NJGCS ALUMINUM DISKS IN DRILL HOLE IN CURB.
 KV5798'STATION IS 57 FT (17.4 M) W CENTERLINE RANDOLPH RD, 78.5 FT (23.9 M) N
 KV5798'CENTERLINE SIDE ROAD E OF OFFICE PARK, 81.8 FT (24.9 M) W POLE 8556 ON
 KV5798'E SIDE RANDOLPH RD, 34.0 W POLE 62565 ON W SIDE RANDOLPH RD, 84.7 FT
 KV5798'(25.8 M) E FIRE HYDRANT ON E SIDE RANDOLPH RD, 36 FT (11.0 M) W W
 KV5798'CURB, MARK IS STAMPED--ZARE 1933--. RM 4 IS 21 FT (6.4 M) W CENETRLINE
 KV5798'RANDOLPH RDD, 40 FT (12.2 M) N POLE 62525, 71.5 FT (21.8 M) NW FIRE
 KV5798'HYDRANT AND 113 FT (34.4 M) N CENTERLINE SIDE ROAD.  STAMPED-ZARE RM 4
 KV5798'1986-.  RM 5 IS 21 FT (6.4 M) W CENTERLINE OF RANDOLPH ROAD. 26.5 FEET
 KV5798'SE OF POLE NUMBER 62525, 44 FEET NORTH SIDE ROAD. STAMPED--ZARE RM 5
 KV5798'1986--. TO REACH STATION FROM JUNCTION OF RT 287 AND WESTON CANAL RD
 KV5798'(FREEWAY INTERCHANGE) GO SW ON WESTON CANAL RD APPROXIMATELY 1.1 MILES
 KV5798'(1.8 KM) TO RANDOLPH RD.  HERE TURN LEFT (S) AND GO 0.3 MILE (0.5 KM)
 KV5798'TO STATION ON RIGHT IN FIELD, PASSING SMALL CEMETARY ON RIGHT ABOUT
 KV5798'1/4 WAY UP HILL.  NEW OFFICE PARK ON LEFT. PROPERTY OWNER NOT
 KV5798'DETERMINED.  MARK HAS GOOD VISIBILITY WHEN CROPS ARE OUT OF FIELD.
 KV5798
 KV5798                          STATION RECOVERY (1989)
 KV5798
 KV5798'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1989
 KV5798'THE STATION WAS RECOVERED ON THIS DATE.  TWO REFERENCE MARKS ARE IN
 KV5798'PLACE BUT NO MEASUREMENTS WERE MADE AT THIS TIME.  THE STATION IS
 KV5798'LOCATED ABOUT 1.6 KM (0.99 MI) SOUTHWEST OF BOUND BROOK IN AN
 KV5798'INDUSTRIAL PARK AREA.  TO REACH THE STATION FROM THE JUNCTION OF
 KV5798'WESTON CANAL ROAD AND INTERSTATE HIGHWAY I 278, EXIT 6, GO 1.6 KM
 KV5798'(0.99 MI) SOUTHWEST ON WESTON CANAL ROAD TO RANDOLPH ROAD ON THE
 KV5798'LEFT.  TURN LEFT AND GO 0.5 KM (0.31 MI) SOUTH ON RANDOLPH ROAD TO
 KV5798'THE STATION ON THE RIGHT IN AN OPEN FIELD.  APGAR DRIVE IS AHEAD ON
 KV5798'THE LEFT.  THE STATION IS 25.76 M (84.51 FT) WEST FROM A FIRE HYDRANT
 KV5798', 24.9 M (81.69 FT) WEST FROM POLE 8556 AND 10.35 M (33.96 FT) WEST
 KV5798'FROM POLE 42565.  THE STATION IS 0.25 M (0.82 FT) BELOW THE GROUND.
 KV5798
 KV5798                          STATION RECOVERY (1990)
 KV5798
 KV5798'RECOVERED 1990
 KV5798'RECOVERED IN GOOD CONDITION.
 KV5798
 KV5798                          STATION RECOVERY (2003)
 KV5798
 KV5798'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JB)
 KV5798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KV7047 ***********************************************************************
 KV7047  DESIGNATION -  ZEIGLER RESET
 KV7047  PID         -  KV7047
 KV7047  STATE/COUNTY-  NJ/MONMOUTH
 KV7047  USGS QUAD   -  POINT PLEASANT (1989)
 KV7047
 KV7047                         *CURRENT SURVEY CONTROL
 KV7047  ___________________________________________________________________
 KV7047* NAD 83(1996)-  40 06 42.29138(N)    074 04 15.44468(W)     ADJUSTED  
 KV7047* NAVD 88     -        28.5    (meters)      94.     (feet)  GPS OBS   
 KV7047  ___________________________________________________________________
 KV7047  X           -   1,340,595.008 (meters)                     COMP
 KV7047  Y           -  -4,697,157.293 (meters)                     COMP
 KV7047  Z           -   4,087,479.942 (meters)                     COMP
 KV7047  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 KV7047  ELLIP HEIGHT-          -4.51  (meters)          (10/23/02) GPS OBS
 KV7047  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KV7047
 KV7047  HORZ ORDER  -  FIRST
 KV7047  ELLP ORDER  -  FOURTH    CLASS I
 KV7047
 KV7047.The horizontal coordinates were established by GPS observations
 KV7047.and adjusted by the National Geodetic Survey in May 1999..
 KV7047
 KV7047.The orthometric height was determined by GPS observations and a
 KV7047.high-resolution geoid model.
 KV7047
 KV7047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7047
 KV7047.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7047
 KV7047.The ellipsoidal height was determined by GPS observations
 KV7047.and is referenced to NAD 83.
 KV7047
 KV7047.The geoid height was determined by GEOID03.
 KV7047
 KV7047;                    North         East     Units Scale Factor Converg.
 KV7047;SPC NJ       -   142,009.369   186,574.257   MT  0.99991646   +0 16 35.1
 KV7047;SPC NJ       -   465,909.07    612,119.04   sFT  0.99991646   +0 16 35.1
 KV7047;UTM  18      - 4,440,573.812   579,174.017   MT  0.99967717   +0 35 54.9
 KV7047
 KV7047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7047!SPC NJ       -   1.00000071  x   0.99991646  =   0.99991717
 KV7047!UTM  18      -   1.00000071  x   0.99967717  =   0.99967788
 KV7047
 KV7047|---------------------------------------------------------------------|
 KV7047| PID    Reference Object                     Distance      Geod. Az  |
 KV7047|                                                           dddmmss.s |
 KV7047| CB6561 ZEIGLER RM 2                         25.265 METERS 00917     |
 KV7047| KV5161 MANASQUAN HOLY TRINITY LUTH CH      APPROX. 2.2 KM 0444451.6 |
 KV7047| KV5182 SEA GIRT                            APPROX. 3.5 KM 0452752.4 |
 KV7047| KV5216 MANASQUAN ME CHURCH STEEPLE         APPROX. 1.9 KM 0503359.6 |
 KV7047| KV5219 MANASQUAN WATER WKS STANDPIPE       APPROX. 1.5 KM 0512359.6 |
 KV7047| KV5217 MANASQUAN FIRST PRESB CHURCH        APPROX. 1.8 KM 0522059.3 |
 KV7047| KV5194 SPRING LAKE PARKER HOUSE FP         APPROX. 4.5 KM 0523235.6 |
 KV7047| KV5195 SEA GIRT LIGHTHOUSE                 APPROX. 4.6 KM 0531608.9 |
 KV7047| KV5179 SEA GIRT STATE ARSENAL TANK         APPROX. 2.7 KM 0555452.1 |
 KV7047| KV5180 SEA GIRT STATE ARSENAL STACK        APPROX. 2.7 KM 0562949.5 |
 KV7047| KV5214 MANASQUAN BLOCK ICE CO STACK        APPROX. 2.6 KM 0583251.7 |
 KV7047| CS4400 ZEIGLER RM 3                          9.700 METERS 05856     |
 KV7047| KV5273 SEA GIRT STATE ARSENAL TALL TK      APPROX. 3.0 KM 0641235.7 |
 KV7047| KV5272 SEA GIRT STATE ARSENAL LOW TK       APPROX. 3.0 KM 0641712.7 |
 KV7047| KV5274 POLE SEA GIRT ST ARSENAL POLE       APPROX. 3.4 KM 0774809.4 |
 KV7047| KV5241 BRIELLE NORTH TRANS TOWER           APPROX. 1.6 KM 1181948.4 |
 KV7047| KV5245 BRIELLE SOUTH TRANS TOWER           APPROX. 1.8 KM 1210022.4 |
 KV7047| KV5280 POINT PLEASANT ST PETERS CH         APPROX. 3.3 KM 1400024.0 |
 KV7047| KV5279 POINT PLEASANT STANDPIPE            APPROX. 3.4 KM 1420513.3 |
 KV7047| KV5278 POINT PLEASANT MUNICIPAL TANK       APPROX. 3.5 KM 1440257.6 |
 KV7047| KV5240 MANASQUAN R G AND C CLUB TANK       APPROX. 0.8 KM 1805137.5 |
 KV7047| CB6560 ZEIGLER RM 1                         24.668 METERS 25600     |
 KV7047| KV5288 SWITCHER FOUNDATION TANK            APPROX. 1.4 KM 2880913.5 |
 KV7047| CS4401 ZEIGLER RM 4                         40.221 METERS 32141     |
 KV7047|---------------------------------------------------------------------|
 KV7047
 KV7047                          SUPERSEDED SURVEY CONTROL
 KV7047
 KV7047  ELLIP H (05/14/99)   -4.53   (m)                       GP(       ) 4 1
 KV7047  NAD 83(1992)-  40 06 42.29067(N)    074 04 15.44766(W) AD(       ) 1
 KV7047  ELLIP H (05/22/95)   -4.43   (m)                       GP(       ) 3 1
 KV7047  NAD 83(1986)-  40 06 42.29162(N)    074 04 15.44908(W) AD(       ) 1
 KV7047  NAD 83(1986)-  40 06 42.28319(N)    074 04 15.43788(W) AD(       ) 3
 KV7047  NAD 27      -  40 06 41.86800(N)    074 04 16.93900(W) AD(       ) 3
 KV7047
 KV7047.Superseded values are not recommended for survey control.
 KV7047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7047.See file dsdata.txt to determine how the superseded data were derived.
 KV7047
 KV7047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK7917440574(NAD 83)
 KV7047_MARKER: DS = TRIANGULATION STATION DISK
 KV7047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7047_SP_SET: CONCRETE POST
 KV7047_STAMPING: ZEIGLER 1934 1981
 KV7047_MARK LOGO: CGS   
 KV7047_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV7047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7047+STABILITY: SURFACE MOTION
 KV7047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7047+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1994
 KV7047
 KV7047  HISTORY     - Date     Condition        Report By
 KV7047  HISTORY     - 1981     MONUMENTED       NGS
 KV7047  HISTORY     - 19910207 POOR             NJGS
 KV7047  HISTORY     - 19930310 POOR             NJHA
 KV7047  HISTORY     - 19930426 GOOD             MCCRON
 KV7047  HISTORY     - 19940628 GOOD             NJGS
 KV7047
 KV7047                          STATION DESCRIPTION
 KV7047
 KV7047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (RGP)
 KV7047'THE STATION SURFACE MARK WAS FOUND DESTROYED.  THE SUB-SURFACE DISK
 KV7047'WAS FOUND IN GOOD CONDITION ABOUT 1 FOOT BELOW THE SURFACE.  REFERENCE
 KV7047'MARK ONE AND REFERENCE MARK TWO WERE FOUND IN GOOD CONDITION BUT WAS
 KV7047'IN IMMEDIATE DANGER OF ALSO BEING DESTROYED.  REFERENCE MARK TWO WILL
 KV7047'NOT BE IMMEDIATELY DESTROYED BUT WILL BE IN THE AREA OF HEAVY
 KV7047'EQUIPMENT TRAFFIC.  THE STATION SUB-SURFACE DISK WAS LOWERED IN ITS
 KV7047'HORIZONTAL POSITION AND A NEW SURFACE MARK SET DIRECTLY ABOVE IT.  TWO
 KV7047'NEW REFERENCE MARKS THREE AND FOUR WERE ALSO ESTABLISHED.  THE
 KV7047'DISTANCES AND THE ANGLE BETWEEN THE TWO OLD REFERENCE MARKS AGREED
 KV7047'WITH THE PREVIOUS DESCRIPTION.
 KV7047'
 KV7047'THE ENTIRE AREA AROUND THIS STATION IS NOW BUILT UP IN NEW LARGE
 KV7047'HOMES.
 KV7047'
 KV7047'A COMPLETE NEW DESCRIPTION FOLLOWS.
 KV7047'
 KV7047'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF PT. PLEASANT
 KV7047'BEACH, 1/4 MILE SOUTH OF THE INTERSECTION OF STATE HIGHWAYS 34, 35
 KV7047'AND 70, IN THE NORTHWEST EDGE OF BRIELLE AND ON PROPERTY OWNED BY THE
 KV7047'BARCLAY WOODS ESTATES, BRIELLE, NEW JERSEY.
 KV7047'
 KV7047'TO REACH THE STATION FROM INTERSECTION OF STATE HIGHWAYS 34, 35 AND
 KV7047'70 WHICH IS ABOUT 1-1/4 MILES WEST OF MANASQUAN, GO SOUTHEAST ON
 KV7047'STATE HIGHWAY 35 FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 KV7047'GO SOUTHWEST ON OLD BRIDGE ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT AT
 KV7047'THE ENTRANCE TO BARCLAY WOODS AND REFERENCE MARK FOUR IN THE
 KV7047'NORTHEAST ANGLE OF THE INTERSECTION.  TURN RIGHT AND GO SOUTHEAST ON
 KV7047'MT. LAUREL LANE FOR ABOUT 125 FEET TO A T-INTERSECTION AND THE
 KV7047'STATION ON THE RIGHT.
 KV7047'
 KV7047'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 KV7047'---ZEIGLER 1934 1981---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV7047'25 CM (10 INCHES) IN DIAMETER PROJECTING 8 CM (3 INCHES) ABOVE THE
 KV7047'GROUND LOCATED 0.30 METER (1.0 FOOT) SW FROM A WITNESS POST, 1.07
 KV7047'METERS (3.5 FEET) W FROM A CURB ALONG MT LAUREL LANE, 5.24 METERS
 KV7047'(17.2 FEET) W FROM THE CENTER OF MT LAUREL LANE, 16.5 METERS (54
 KV7047'FEET) SW FROM THE CENTER OF A MANHOLE IN MT LAUREL LANE, AND 46.3
 KV7047'METERS (152 FEET) ENE FROM THE CENTER OF OLD BRIDGE ROAD.
 KV7047'
 KV7047'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 KV7047'STAMPED---ZEIGLER 1934 1981---SET INTO AN IRREGULAR MASS OF
 KV7047'CONCRETE 1.07 METERS (3.5 FEET) BELOW THE SURFACE.
 KV7047'
 KV7047'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 KV7047'NOS) DISK STAMPED---ZEIGLER NO 2 1934---SET INTO THE TOP OF A
 KV7047'SQUARE CONCRETE MONUMENT 25 CM (10 INCHES) ON SIDE PROJECTING 5 CM (2
 KV7047'INCHES) ABOVE THE GROUND LOCATED 24.84 METERS (81.5 FEET) NE FROM A
 KV7047'WITNESS POST, 0.64 METER (2.1 FEET) S FROM A WITNESS POST, 9.72
 KV7047'METERS (31.9 FEET) NNE FROM A MANHOLE IN MT LAUREL LANE, 43.6 METERS
 KV7047'(143 FEET) ENE FROM THE CENTER OF OLD BRIDGE ROAD, AND 0.3 METER (1
 KV7047'FOOT) HIGHER THAN THE STATION.
 KV7047'
 KV7047'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 KV7047'STAMPED---ZEIGLER 1934 NO 3 1981---CEMENTED IN A DRILL HOLE IN A
 KV7047'CURB ALONG THE EASTERLY SIDE OF MT LAUREL LANE, PROJECTING 2 INCHES
 KV7047'ABOVE THE GROUND.  IT IS LOCATED 2.44 METERS (8.0 FEET) W FROM A
 KV7047'10-INCH OAK TREE, 4.11 METERS (13.5 FEET) NE FROM THE CENTER OF MT
 KV7047'LAUREL LANE, 9.51 METERS (31.2 FEET) NE FROM THE WITNESS POST NEAR
 KV7047'THE STATION MARK, 14.48 METERS (47.5 FEET) SE FROM THE MANHOLE IN MT
 KV7047'LAUREL LANE, AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 KV7047'
 KV7047'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 KV7047'STAMPED---ZEIGLER 1934 NO 4 1981---CEMENTED IN A DRILL HOLE IN THE
 KV7047'EAST PART OF A 3 FOOT BY 5 FOOT CONCRETE SLAB FOR A TELEPHONE
 KV7047'UNDERGROUND CABLE MAINTENANCE BOX NUMBERED 51.  MARK IS FLUSH WITH
 KV7047'THE SURFACE.  IT IS LOCATED 0.6 METER (2 FEET) SE FROM THE TELEPHONE
 KV7047'CABLE BOX, 6.7 METERS (22 FEET) NE FROM THE CENTER OF MT LAUREL LANE,
 KV7047'8.11 METERS (26.6 FEET) SE FROM A POWERLINE POLE NUMBERED BT 34 BRE,
 KV7047'14.17 METERS (46.5 FEET) SE FROM THE CENTER OF OLD BRIDGE ROAD, AND
 KV7047'1.2 METERS (4 FEET) LOWER THAN THE STATION.
 KV7047'
 KV7047'THERE IS NO AZIMUTH MARK AT THIS STATION NOR IS THERE ANY PLACE
 KV7047'VISIBLE FROM THE GROUND TO SET ONE AT THIS DATE.
 KV7047
 KV7047                          STATION RECOVERY (1991)
 KV7047
 KV7047'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
 KV7047'THE STATION IS LOCATED IN THE BOROUGH OF BRIELLE, IN THE DRIVEWAY OF
 KV7047'HOUSING UNIT NUMBER 47 IN A DEVELOPMENT KNOWN AS BARCLAY WOODS
 KV7047'ESTATE.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 34, 35
 KV7047'AND 70 IN BRIELLE, GO 0.16 KM (0.10 MI) SOUTH ON ROUTE 35 TO THE
 KV7047'JUNCTION WITH OLD BRIDGE ROAD, TURN RIGHT AND GO 0.40 KM (0.25 MI) TO
 KV7047'THE NORTH GATE ENTRANCE TO BARCLAY WOODS ESTATE ON THE LEFT, TURN
 KV7047'LEFT AND GO 40 M (131.2 FT) TO THE STATION ON THE RIGHT IN THE FIRST
 KV7047'DRIVEWAY ON THE RIGHT.  THE STATION IS 1.8 M (5.9 FT) WEST OF THE
 KV7047'GUTTERLINE OF MOUNT LAUREL AVENUE, 3.0 M (9.8 FT) SOUTH OF A 1 M
 KV7047'(3.3 FT) HIGH ELECTRICAL BOX, 5.3 M (17.4 FT) WEST OF THE CENTERLINE
 KV7047'OF MOUNT LAUREL AVENUE, 10.6 M (34.8 FT) SOUTHEAST OF THE EAST CORNER
 KV7047'OF A TWO CAR GARAGE, 11.2 M (36.7 FT) EAST OF THE SOUTH CORNER OF THE
 KV7047'SAME GARAGE, 16.5 M (54.1 FT) SOUTH SOUTHWEST OF A MANHOLE AT THE
 KV7047'JUNCTION OF HICKORY COURT AND MOUNT LAUREL AVENUE, 9.7 M (31.8 FT)
 KV7047'WEST SOUTHWEST OF REFERENCE MARK NUMBER THREE SET IN THE GUTTERLINE OF
 KV7047'MOUNT LAUREL AVENUE, 25.2 M (82.7 FT) SOUTH OF REFERENCE MARK NUMBER
 KV7047'TWO SET IN A LANDSCAPED AREA IN FRONT OF HOUSE NUMBER 1.  THE STATION
 KV7047'IS LEANING NORTH, TOWARD RM 2.
 KV7047
 KV7047                          STATION RECOVERY (1993)
 KV7047
 KV7047'RECOVERY NOTE BY NEW JERSEY HIGHWAY AUTHORITY 1993
 KV7047'MARK RECOVERED IN POOR CONDITION.
 KV7047
 KV7047                          STATION RECOVERY (1993)
 KV7047
 KV7047'RECOVERY NOTE BY J R MCCRONE JR INCORPORATED 1993
 KV7047'RECOVERED IN GOOD CONDITION.
 KV7047
 KV7047                          STATION RECOVERY (1994)
 KV7047
 KV7047'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
 KV7047'THE STATION IS LOCATED IN THE BOROUGH OF BRIELLE, IN THE DRIVEWAY OF
 KV7047'HOUSING UNIT NUMBER 47 IN A DEVELOPMENT KNOWN AS BARCLAY WOODS ESTATE.
 KV7047'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 34, 35 AND 70 IN
 KV7047'BRIELLE, GO 0.16 KM (0.10 MI) SOUTH ON ROUTE 35 TO THE JUNCTION WITH
 KV7047'OLD BRIDGE ROAD, TURN RIGHT AND GO 0.40 KM (0.25 MI) TO THE NORTH GATE
 KV7047'ENTRANCE TO BARCLAY WOODS ESTATE ON THE LEFT, TURN LEFT AND GO 40 M
 KV7047'(131.2 FT) TO THE STATION ON THE RIGHT IN THE FIRST DRIVEWAY ON THE
 KV7047'RIGHT.  THE STATION IS 1.8 M (5.9 FT) WEST OF THE GUTTERLINE OF MOUNT
 KV7047'LAUREL AVENUE, 3.0 M (9.8 FT) SOUTH OF A 1 M (3.3 FT) HIGH ELECTRICAL
 KV7047'BOX, 5.3 M (17.4 FT) WEST OF THE CENTERLINE OF MOUNT LAUREL AVENUE,
 KV7047'10.6 M (34.8 FT) SOUTHEAST OF THE EAST CORNER OF A TWO CAR GARAGE,
 KV7047'11.2 M (36.7 FT) EAST OF THE SOUTH CORNER OF THE SAME GARAGE, 16.5 M
 KV7047'(54.1 FT) SOUTH SOUTHWEST OF A MANHOLE AT THE JUNCTION OF HICKORY
 KV7047'COURT AND MOUNT LAUREL AVENUE, 9.7 M (31.8 FT) WEST SOUTHWEST OF
 KV7047'REFERENCE MARK NUMBER THREE SET IN THE GUTTERLINE OF MOUNT LAUREL
 KV7047'AVENUE, 25.2 M (82.7 FT) SOUTH OF REFERENCE MARK NUMBER TWO SET IN A
 KV7047'LANDSCAPED AREA IN FRONT OF HOUSE NUMBER 1.BELOW THE GROUND.

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